














                                  SURVEY CONTROL DATA
                                
                             STATE=ID
                             [OCTOBER  5, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0600 ***********************************************************************
 SV0600  DESIGNATION -  1
 SV0600  PID         -  SV0600
 SV0600  STATE/COUNTY-  ID/KOOTENAI
 SV0600  USGS QUAD   -  POST FALLS (1981)
 SV0600
 SV0600                         *CURRENT SURVEY CONTROL
 SV0600  ___________________________________________________________________
 SV0600* NAD 83(1986)-  47 42 33.     (N)    116 53 38.     (W)     SCALED    
 SV0600* NAVD 88     -       674.565  (meters)    2213.14   (feet)  ADJUSTED  
 SV0600  ___________________________________________________________________
 SV0600  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 SV0600  DYNAMIC HT  -         674.593 (meters)    2213.23  (feet)  COMP
 SV0600  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 SV0600
 SV0600  VERT ORDER  -  SECOND    CLASS 0
 SV0600
 SV0600.The horizontal coordinates were scaled from a topographic map and have
 SV0600.an estimated accuracy of +/- 6 seconds.
 SV0600
 SV0600.The orthometric height was determined by differential leveling
 SV0600.and adjusted by the National Geodetic Survey in June 1991..
 SV0600
 SV0600.The geoid height was determined by GEOID03.
 SV0600
 SV0600.The dynamic height is computed by dividing the NAVD 88
 SV0600.geopotential number by the normal gravity value computed on the
 SV0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0600.degrees latitude (g = 980.6199 gals.).
 SV0600
 SV0600.The modeled gravity was interpolated from observed gravity values.
 SV0600
 SV0600;                    North         East    Units  Estimated Accuracy
 SV0600;SPC ID W     -   672,070.      714,160.      MT  (+/- 180 meters Scaled)
 SV0600
 SV0600                          SUPERSEDED SURVEY CONTROL
 SV0600
 SV0600  NGVD 29 (??/??/92)  673.398  (m)         2209.31   (f) ADJ UNCH    2 0
 SV0600
 SV0600.Superseded values are not recommended for survey control.
 SV0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0600.See file dsdata.txt to determine how the superseded data were derived.
 SV0600
 SV0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN079839(NAD 83)
 SV0600_MARKER: DD = SURVEY DISK
 SV0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0600+STABILITY: SURFACE MOTION
 SV0600
 SV0600  HISTORY     - Date     Condition        Report By
 SV0600  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0600  HISTORY     - 1952     GOOD             NGS
 SV0600
 SV0600                          STATION DESCRIPTION
 SV0600
 SV0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0600'2.9 MI E FROM POST FALLS.
 SV0600'0.3 MILE NORTH ALONG SPOKANE AVENUE FROM THE POST OFFICE AT POST
 SV0600'FALLS, THENCE 2.6 MILES EAST ALONG U. S. HIGHWAY 10, ABOUT 450 FEET
 SV0600'EAST OF THE JUNCTION OF STATE HIGHWAY 41, 62.6 FEET SOUTHEAST OF THE
 SV0600'SOUTHEAST CORNER OF A LARGE FRAME HOUSE, 53.4 FEET NORTH OF THE CENTER
 SV0600'LINE OF THE WEST BOUND TRAFFIC LANE, 1.3 FEET WEST OF A WITNESS POST,
 SV0600'ABOUT 12 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SV0600'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0560 ***********************************************************************
 OZ0560  DESIGNATION -  1
 OZ0560  PID         -  OZ0560
 OZ0560  STATE/COUNTY-  ID/ELMORE
 OZ0560  USGS QUAD   -  CRATER RINGS SW (1992)
 OZ0560
 OZ0560                         *CURRENT SURVEY CONTROL
 OZ0560  ___________________________________________________________________
 OZ0560* NAD 83(1986)-  43 03 08.     (N)    115 53 01.     (W)     SCALED    
 OZ0560* NAVD 88     -       910.345  (meters)    2986.69   (feet)  POSTED    
 OZ0560  ___________________________________________________________________
 OZ0560  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 OZ0560  DYNAMIC HT  -         909.980 (meters)    2985.49  (feet)  COMP
 OZ0560  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 OZ0560
 OZ0560  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 OZ0560
 OZ0560.The horizontal coordinates were scaled from a topographic map and have
 OZ0560.an estimated accuracy of +/- 6 seconds.
 OZ0560
 OZ0560.The orthometric height was determined by differential leveling
 OZ0560.and adjusted by the National Geodetic Survey in 1992..
 OZ0560.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 OZ0560.rate of 4.1 thru 8.0 mm/km.
 OZ0560
 OZ0560.The geoid height was determined by GEOID03.
 OZ0560
 OZ0560.The dynamic height is computed by dividing the NAVD 88
 OZ0560.geopotential number by the normal gravity value computed on the
 OZ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0560.degrees latitude (g = 980.6199 gals.).
 OZ0560
 OZ0560.The modeled gravity was interpolated from observed gravity values.
 OZ0560
 OZ0560;                    North         East    Units  Estimated Accuracy
 OZ0560;SPC ID W     -   153,910.      789,120.      MT  (+/- 180 meters Scaled)
 OZ0560
 OZ0560                          SUPERSEDED SURVEY CONTROL
 OZ0560
 OZ0560  NGVD 29 (??/??/92)  909.505  (m)         2983.93   (f) ADJ UNCH    1 2
 OZ0560
 OZ0560.Superseded values are not recommended for survey control.
 OZ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0560.See file dsdata.txt to determine how the superseded data were derived.
 OZ0560
 OZ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH909672(NAD 83)
 OZ0560_MARKER: DD = SURVEY DISK
 OZ0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0560_SP_SET: PAVEMENT
 OZ0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0560
 OZ0560  HISTORY     - Date     Condition        Report By
 OZ0560  HISTORY     - UNK      MONUMENTED       DOD
 OZ0560  HISTORY     - 1955     GOOD             NGS
 OZ0560
 OZ0560                          STATION DESCRIPTION
 OZ0560
 OZ0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0560'IN MOUNTAIN HOME AFB.
 OZ0560'AT MOUNTAIN HOME AIR FORCE BASE, ELMORE COUNTY, AT THE CENTER OF THE
 OZ0560'INTERSECTION OF THE NORTHWEST-AND-SOUTHEAST RUNWAY AND THE
 OZ0560'NORTH-AND-SOUTH RUNWAY, IN THE PAVEMENT, AND FLUSH WITH THE PAVEMENT.
 OZ0560'A CORPS OF ENGINEERS, U.S. ARMY STANDARD DISK, UNSTAMPED.  NOTE-- THE
 OZ0560'MARK IS NOW COVERED BY ABOUT 4 INCHES OF MACADAM.  THE MAIN RUNWAY WAS
 OZ0560'RECENTLY IMPROVED AND IN DOING SO, THIS AND ALL POINTS ALONG THE
 OZ0560'NORTHWEST-AND-SOUTHEAST RUNWAY HAVE BEEN COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0788 ***********************************************************************
 RZ0788  DESIGNATION -  1
 RZ0788  PID         -  RZ0788
 RZ0788  STATE/COUNTY-  ID/LATAH
 RZ0788  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0788
 RZ0788                         *CURRENT SURVEY CONTROL
 RZ0788  ___________________________________________________________________
 RZ0788* NAD 83(1986)-  46 43 57.     (N)    117 02 25.     (W)     SCALED    
 RZ0788* NAVD 88     -       774.417  (meters)    2540.73   (feet)  ADJUSTED  
 RZ0788  ___________________________________________________________________
 RZ0788  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 RZ0788  DYNAMIC HT  -         774.354 (meters)    2540.53  (feet)  COMP
 RZ0788  MODELED GRAV-     980,507.8   (mgal)                       NAVD 88
 RZ0788
 RZ0788  VERT ORDER  -  SECOND    CLASS 0
 RZ0788
 RZ0788.The horizontal coordinates were scaled from a topographic map and have
 RZ0788.an estimated accuracy of +/- 6 seconds.
 RZ0788
 RZ0788.The orthometric height was determined by differential leveling
 RZ0788.and adjusted by the National Geodetic Survey in June 1991..
 RZ0788
 RZ0788.The geoid height was determined by GEOID03.
 RZ0788
 RZ0788.The dynamic height is computed by dividing the NAVD 88
 RZ0788.geopotential number by the normal gravity value computed on the
 RZ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0788.degrees latitude (g = 980.6199 gals.).
 RZ0788
 RZ0788.The modeled gravity was interpolated from observed gravity values.
 RZ0788
 RZ0788;                    North         East    Units  Estimated Accuracy
 RZ0788;SPC ID W     -   563,670.      701,390.      MT  (+/- 180 meters Scaled)
 RZ0788
 RZ0788                          SUPERSEDED SURVEY CONTROL
 RZ0788
 RZ0788  NGVD 29 (??/??/92)  773.315  (m)         2537.12   (f) ADJ UNCH    2 0
 RZ0788
 RZ0788.Superseded values are not recommended for survey control.
 RZ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0788.See file dsdata.txt to determine how the superseded data were derived.
 RZ0788
 RZ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM969754(NAD 83)
 RZ0788_MARKER: DD = SURVEY DISK
 RZ0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0788_STAMPING: NO 1 BOUNDARY STATE RIGHT OF WAY
 RZ0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0788+STABILITY: SURFACE MOTION
 RZ0788
 RZ0788  HISTORY     - Date     Condition        Report By
 RZ0788  HISTORY     - UNK      MONUMENTED       IDPWD
 RZ0788  HISTORY     - 1952     GOOD             NGS
 RZ0788  HISTORY     - 1964     MARK NOT FOUND   USGS
 RZ0788
 RZ0788                          STATION DESCRIPTION
 RZ0788
 RZ0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0788'1.9 MI W FROM MOSCOW.
 RZ0788'1.9 MILES WEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT MOSCOW,
 RZ0788'AT THE IDAHO-WASHINGTON BOUNDARY, 40 FEET SOUTH OF THE CENTER LINE OF
 RZ0788'THE HIGHWAY, 4 1/2 FEET EAST OF THE BOUNDARY LINE, 1.9 FEET NORTH OF A
 RZ0788'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 RZ0788'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RZ0788
 RZ0788                          STATION RECOVERY (1964)
 RZ0788
 RZ0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RZ0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0449 ***********************************************************************
 OZ0449  DESIGNATION -  1
 OZ0449  PID         -  OZ0449
 OZ0449  STATE/COUNTY-  ID/ELMORE
 OZ0449  USGS QUAD   -  PINE (1973)
 OZ0449
 OZ0449                         *CURRENT SURVEY CONTROL
 OZ0449  ___________________________________________________________________
 OZ0449* NAD 83(1986)-  43 25 05.     (N)    115 16 43.     (W)     SCALED    
 OZ0449* NAVD 88     -      1283.112  (meters)    4209.68   (feet)  ADJUSTED  
 OZ0449  ___________________________________________________________________
 OZ0449  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 OZ0449  DYNAMIC HT  -        1282.392 (meters)    4207.31  (feet)  COMP
 OZ0449  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 OZ0449
 OZ0449  VERT ORDER  -  SECOND    CLASS 0
 OZ0449
 OZ0449.The horizontal coordinates were scaled from a topographic map and have
 OZ0449.an estimated accuracy of +/- 6 seconds.
 OZ0449
 OZ0449.The orthometric height was determined by differential leveling
 OZ0449.and adjusted by the National Geodetic Survey in June 1991..
 OZ0449
 OZ0449.The geoid height was determined by GEOID03.
 OZ0449
 OZ0449.The dynamic height is computed by dividing the NAVD 88
 OZ0449.geopotential number by the normal gravity value computed on the
 OZ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0449.degrees latitude (g = 980.6199 gals.).
 OZ0449
 OZ0449.The modeled gravity was interpolated from observed gravity values.
 OZ0449
 OZ0449;                    North         East    Units  Estimated Accuracy
 OZ0449;SPC ID W     -   194,650.      838,170.      MT  (+/- 180 meters Scaled)
 OZ0449
 OZ0449                          SUPERSEDED SURVEY CONTROL
 OZ0449
 OZ0449  NGVD 29 (??/??/92) 1282.012  (m)         4206.07   (f) ADJ UNCH    2 0
 OZ0449
 OZ0449.Superseded values are not recommended for survey control.
 OZ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0449.See file dsdata.txt to determine how the superseded data were derived.
 OZ0449
 OZ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ393086(NAD 83)
 OZ0449_MARKER: DD = SURVEY DISK
 OZ0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0449_SP_SET: BRIDGE
 OZ0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0449
 OZ0449  HISTORY     - Date     Condition        Report By
 OZ0449  HISTORY     - UNK      MONUMENTED       BOR
 OZ0449  HISTORY     - 1950     GOOD             NGS
 OZ0449
 OZ0449                          STATION DESCRIPTION
 OZ0449
 OZ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0449'6.9 MI SE FROM PINE.
 OZ0449'6.9 MILES SOUTHEAST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0449'PINE, AT A BRIDGE OVER LIME CREEK, IN THE TOP OF THE WEST END OF THE
 OZ0449'NORTH CONCRETE ABUTMENT, 9 FEET WEST OF THE APPROXIMATE CENTER OF THE
 OZ0449'ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0449 ***********************************************************************
 RY0449  DESIGNATION -  1
 RY0449  PID         -  RY0449
 RY0449  STATE/COUNTY-  ID/IDAHO
 RY0449  USGS QUAD   -  STITES (1966)
 RY0449
 RY0449                         *CURRENT SURVEY CONTROL
 RY0449  ___________________________________________________________________
 RY0449* NAD 83(1986)-  46 05 28.     (N)    115 58 34.     (W)     SCALED    
 RY0449* NAVD 88     -       403.139  (meters)    1322.63   (feet)  ADJUSTED  
 RY0449  ___________________________________________________________________
 RY0449  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 RY0449  DYNAMIC HT  -         403.105 (meters)    1322.52  (feet)  COMP
 RY0449  MODELED GRAV-     980,517.7   (mgal)                       NAVD 88
 RY0449
 RY0449  VERT ORDER  -  SECOND    CLASS 0
 RY0449
 RY0449.The horizontal coordinates were scaled from a topographic map and have
 RY0449.an estimated accuracy of +/- 6 seconds.
 RY0449
 RY0449.The orthometric height was determined by differential leveling
 RY0449.and adjusted by the National Geodetic Survey in June 1991..
 RY0449
 RY0449.The geoid height was determined by GEOID03.
 RY0449
 RY0449.The dynamic height is computed by dividing the NAVD 88
 RY0449.geopotential number by the normal gravity value computed on the
 RY0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0449.degrees latitude (g = 980.6199 gals.).
 RY0449
 RY0449.The modeled gravity was interpolated from observed gravity values.
 RY0449
 RY0449;                    North         East    Units  Estimated Accuracy
 RY0449;SPC ID W     -   491,590.      782,520.      MT  (+/- 180 meters Scaled)
 RY0449
 RY0449                          SUPERSEDED SURVEY CONTROL
 RY0449
 RY0449  NGVD 29 (??/??/92)  402.095  (m)         1319.21   (f) ADJ UNCH    2 0
 RY0449
 RY0449.Superseded values are not recommended for survey control.
 RY0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0449.See file dsdata.txt to determine how the superseded data were derived.
 RY0449
 RY0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM791046(NAD 83)
 RY0449_MARKER: DD = SURVEY DISK
 RY0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0449_SP_SET: BUILDING
 RY0449_STAMPING: 1 1927
 RY0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0449
 RY0449  HISTORY     - Date     Condition        Report By
 RY0449  HISTORY     - 1927     MONUMENTED       USGS
 RY0449
 RY0449                          STATION DESCRIPTION
 RY0449
 RY0449'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 RY0449'IN STITES.
 RY0449'AT STITES, IDAHO COUNTY, IN A CONCRETE BLOCK AT THE SOUTHEAST CORNER
 RY0449'OF THE EAST ENTRANCE OF THE PHIL HARTMAN BUILDING, 1 FOOT NORTH OF THE
 RY0449'SOUTHEAST CORNER OF THE BUILDING, 39.4 FEET WEST OF THE CENTER OF THE
 RY0449'CROSSING OF MAIN STREET AND STATE HIGHWAY 13, AND 3.5 FEET HIGHER THAN
 RY0449'THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 RY0449'STAMPED 1 1927 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0362 ***********************************************************************
 OZ0362  DESIGNATION -  1
 OZ0362  PID         -  OZ0362
 OZ0362  STATE/COUNTY-  ID/ELMORE
 OZ0362  USGS QUAD   -  ATLANTA WEST (1972)
 OZ0362
 OZ0362                         *CURRENT SURVEY CONTROL
 OZ0362  ___________________________________________________________________
 OZ0362* NAD 83(1986)-  43 48 16.     (N)    115 07 49.     (W)     SCALED    
 OZ0362* NAVD 88     -      1628.429  (meters)    5342.60   (feet)  ADJUSTED  
 OZ0362  ___________________________________________________________________
 OZ0362  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 OZ0362  DYNAMIC HT  -        1627.411 (meters)    5339.26  (feet)  COMP
 OZ0362  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 OZ0362
 OZ0362  VERT ORDER  -  SECOND    CLASS 0
 OZ0362
 OZ0362.The horizontal coordinates were scaled from a topographic map and have
 OZ0362.an estimated accuracy of +/- 6 seconds.
 OZ0362
 OZ0362.The orthometric height was determined by differential leveling
 OZ0362.and adjusted by the National Geodetic Survey in June 1991..
 OZ0362
 OZ0362.The geoid height was determined by GEOID03.
 OZ0362
 OZ0362.The dynamic height is computed by dividing the NAVD 88
 OZ0362.geopotential number by the normal gravity value computed on the
 OZ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0362.degrees latitude (g = 980.6199 gals.).
 OZ0362
 OZ0362.The modeled gravity was interpolated from observed gravity values.
 OZ0362
 OZ0362;                    North         East    Units  Estimated Accuracy
 OZ0362;SPC ID W     -   237,650.      849,870.      MT  (+/- 180 meters Scaled)
 OZ0362
 OZ0362                          SUPERSEDED SURVEY CONTROL
 OZ0362
 OZ0362  NGVD 29 (??/??/92) 1627.121  (m)         5338.31   (f) ADJ UNCH    2 0
 OZ0362
 OZ0362.Superseded values are not recommended for survey control.
 OZ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0362.See file dsdata.txt to determine how the superseded data were derived.
 OZ0362
 OZ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ503518(NAD 83)
 OZ0362_MARKER: DD = SURVEY DISK
 OZ0362_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OZ0362_SP_SET: UNSPEC. ROCK
 OZ0362_STAMPING: 1 T6N R11E 27
 OZ0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0362
 OZ0362  HISTORY     - Date     Condition        Report By
 OZ0362  HISTORY     - UNK      MONUMENTED       USFS
 OZ0362  HISTORY     - 1950     GOOD             NGS
 OZ0362  HISTORY     - 1951     GOOD             NGS
 OZ0362
 OZ0362                          STATION DESCRIPTION
 OZ0362
 OZ0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0362'IN ATLANTA.
 OZ0362'AT ATLANTA, AT THE U. S. FOREST SERVICE RANGER STATION, 56 FEET WEST
 OZ0362'OF THE NORTHWEST CORNER OF THE FOREST RANGERS RESIDENCE, 30 1/2 FEET
 OZ0362'NORTH OF THE EAST GATE POST AT THE ENTRANCE TO THE STATION, 11 FEET
 OZ0362'EAST OF THE CENTER LINE OF THE STATION DRIVEWAY, IN THE TOP OF A SMALL
 OZ0362'ROCK WEDGED BETWEEN TWO PINE TREES, AND ABOUT 1 FOOT HIGHER THAN THE
 OZ0362'DRIVEWAY.
 OZ0362
 OZ0362                          STATION RECOVERY (1951)
 OZ0362
 OZ0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0453 ***********************************************************************
 PY0453  DESIGNATION -  1
 PY0453  PID         -  PY0453
 PY0453  STATE/COUNTY-  ID/FREMONT
 PY0453  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0453
 PY0453                         *CURRENT SURVEY CONTROL
 PY0453  ___________________________________________________________________
 PY0453* NAD 83(1986)-  44 09 18.     (N)    111 17 12.     (W)     SCALED    
 PY0453* NAVD 88     -      1753.705  (meters)    5753.61   (feet)  POSTED    
 PY0453  ___________________________________________________________________
 PY0453  GEOID HEIGHT-         -10.00  (meters)                     GEOID03
 PY0453  DYNAMIC HT  -        1752.740 (meters)    5750.45  (feet)  COMP
 PY0453  MODELED GRAV-     980,003.6   (mgal)                       NAVD 88
 PY0453
 PY0453  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0453
 PY0453.The horizontal coordinates were scaled from a topographic map and have
 PY0453.an estimated accuracy of +/- 6 seconds.
 PY0453
 PY0453.The orthometric height was determined by differential leveling
 PY0453.and adjusted by the National Geodetic Survey in 1992..
 PY0453.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0453.rate of 1.1 thru 2.0 mm/km.
 PY0453
 PY0453.The geoid height was determined by GEOID03.
 PY0453
 PY0453.The dynamic height is computed by dividing the NAVD 88
 PY0453.geopotential number by the normal gravity value computed on the
 PY0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0453.degrees latitude (g = 980.6199 gals.).
 PY0453
 PY0453.The modeled gravity was interpolated from observed gravity values.
 PY0453
 PY0453;                    North         East    Units  Estimated Accuracy
 PY0453;SPC ID E     -   276,790.      270,390.      MT  (+/- 180 meters Scaled)
 PY0453
 PY0453                          SUPERSEDED SURVEY CONTROL
 PY0453
 PY0453  NGVD 29 (??/??/92) 1752.540  (m)         5749.79   (f) ADJ UNCH    2 0
 PY0453
 PY0453.Superseded values are not recommended for survey control.
 PY0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0453.See file dsdata.txt to determine how the superseded data were derived.
 PY0453
 PY0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP770891(NAD 83)
 PY0453_MARKER: DD = SURVEY DISK
 PY0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0453_SP_SET: CULVERT
 PY0453_STAMPING: 1 5747.28 1932
 PY0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0453
 PY0453  HISTORY     - Date     Condition        Report By
 PY0453  HISTORY     - 1932     MONUMENTED       BPR
 PY0453
 PY0453                          STATION DESCRIPTION
 PY0453
 PY0453'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 PY0453'12.8 MI NE FROM ASHTON.
 PY0453'12.8 MILES NORTHEAST ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT
 PY0453'COUNTY, 3.5 MILES NORTH OF THE SOUTH ENTRANCE TO TARGHEE NATIONAL
 PY0453'FOREST, AT A T-JUNCTION WITH A ROAD LEADING EAST TO THE BEAR GULCH
 PY0453'GRAVEL PIT, 15 FEET NORTH OF THE HIGHWAY, 10 FEET SOUTH OF BEAR GULCH
 PY0453'GRAVEL PIT SIGNPOST, AND IN THE CENTER OF THE TOP OF A ROCK HEAD WALL
 PY0453'OF A HIGHWAY CULVERT.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 PY0453'DISK, STAMPED 1 5747.28 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0213 ***********************************************************************
 NT0213  DESIGNATION -  1
 NT0213  PID         -  NT0213
 NT0213  STATE/COUNTY-  ID/BEAR LAKE
 NT0213  USGS QUAD   -  MONTPELIER (1967)
 NT0213
 NT0213                         *CURRENT SURVEY CONTROL
 NT0213  ___________________________________________________________________
 NT0213* NAD 83(1986)-  42 19 04.     (N)    111 19 28.     (W)     SCALED    
 NT0213* NAVD 88     -      1808.237  (meters)    5932.52   (feet)  ADJUSTED  
 NT0213  ___________________________________________________________________
 NT0213  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NT0213  DYNAMIC HT  -        1806.850 (meters)    5927.97  (feet)  COMP
 NT0213  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 NT0213
 NT0213  VERT ORDER  -  SECOND    CLASS 0
 NT0213
 NT0213.The horizontal coordinates were scaled from a topographic map and have
 NT0213.an estimated accuracy of +/- 6 seconds.
 NT0213
 NT0213.The orthometric height was determined by differential leveling
 NT0213.and adjusted by the National Geodetic Survey in June 1991..
 NT0213
 NT0213.The geoid height was determined by GEOID03.
 NT0213
 NT0213.The dynamic height is computed by dividing the NAVD 88
 NT0213.geopotential number by the normal gravity value computed on the
 NT0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0213.degrees latitude (g = 980.6199 gals.).
 NT0213
 NT0213.The modeled gravity was interpolated from observed gravity values.
 NT0213
 NT0213;                    North         East    Units  Estimated Accuracy
 NT0213;SPC ID E     -    72,660.      269,430.      MT  (+/- 180 meters Scaled)
 NT0213
 NT0213                          SUPERSEDED SURVEY CONTROL
 NT0213
 NT0213  NGVD 29 (??/??/92) 1806.996  (m)         5928.45   (f) ADJ UNCH    2 0
 NT0213
 NT0213.Superseded values are not recommended for survey control.
 NT0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0213.See file dsdata.txt to determine how the superseded data were derived.
 NT0213
 NT0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM732851(NAD 83)
 NT0213_MARKER: DD = SURVEY DISK
 NT0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0213_STAMPING: 1
 NT0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0213+STABILITY: SURFACE MOTION
 NT0213
 NT0213  HISTORY     - Date     Condition        Report By
 NT0213  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0213  HISTORY     - 1951     GOOD             NGS
 NT0213
 NT0213                          STATION DESCRIPTION
 NT0213
 NT0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0213'0.7 MI SW FROM MONTPELIER.
 NT0213'0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 89 FROM THE UNION PACIFIC
 NT0213'RAILROAD STATION AT MONTPELIER, AT THE JUNCTION OF A GRAVELED ROAD
 NT0213'LEADING NORTH, 100 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 33
 NT0213'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, AT A FENCE LINE, AND
 NT0213'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 NT0213'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0415 ***********************************************************************
 NT0415  DESIGNATION -  1
 NT0415  PID         -  NT0415
 NT0415  STATE/COUNTY-  ID/CARIBOU
 NT0415  USGS QUAD   -  SODA SPRINGS (1982)
 NT0415
 NT0415                         *CURRENT SURVEY CONTROL
 NT0415  ___________________________________________________________________
 NT0415* NAD 83(1986)-  42 39 33.     (N)    111 35 01.     (W)     SCALED    
 NT0415* NAVD 88     -      1775.919  (meters)    5826.49   (feet)  ADJUSTED  
 NT0415  ___________________________________________________________________
 NT0415  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 NT0415  DYNAMIC HT  -        1774.689 (meters)    5822.46  (feet)  COMP
 NT0415  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 NT0415
 NT0415  VERT ORDER  -  SECOND    CLASS 0
 NT0415
 NT0415.The horizontal coordinates were scaled from a topographic map and have
 NT0415.an estimated accuracy of +/- 6 seconds.
 NT0415
 NT0415.The orthometric height was determined by differential leveling
 NT0415.and adjusted by the National Geodetic Survey in June 1991..
 NT0415
 NT0415.The geoid height was determined by GEOID03.
 NT0415
 NT0415.The dynamic height is computed by dividing the NAVD 88
 NT0415.geopotential number by the normal gravity value computed on the
 NT0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0415.degrees latitude (g = 980.6199 gals.).
 NT0415
 NT0415.The modeled gravity was interpolated from observed gravity values.
 NT0415
 NT0415;                    North         East    Units  Estimated Accuracy
 NT0415;SPC ID E     -   110,400.      247,800.      MT  (+/- 180 meters Scaled)
 NT0415
 NT0415                          SUPERSEDED SURVEY CONTROL
 NT0415
 NT0415  NGVD 29 (??/??/92) 1774.71   (m)         5822.5    (f) COMPUTED    2 0
 NT0415
 NT0415.Superseded values are not recommended for survey control.
 NT0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0415.See file dsdata.txt to determine how the superseded data were derived.
 NT0415
 NT0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN521231(NAD 83)
 NT0415_MARKER: DD = SURVEY DISK
 NT0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0415_STAMPING: 1
 NT0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0415+STABILITY: SURFACE MOTION
 NT0415
 NT0415  HISTORY     - Date     Condition        Report By
 NT0415  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0415  HISTORY     - 1951     GOOD             NGS
 NT0415  HISTORY     - 1979     MARK NOT FOUND   USGS
 NT0415
 NT0415                          STATION DESCRIPTION
 NT0415
 NT0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0415'1.3 MI NE FROM SODA SPRINGS.
 NT0415'1.3 MILES NORTHEAST ALONG THE STATE HIGHWAY 34 FROM THE COURT HOUSE IN
 NT0415'SODA SPRINGS, 1 MILE NORTH OF THE SODA SPRINGS GRADE SCHOOL, AT THE Y
 NT0415'JUNCTION OF STATE HIGHWAY 34 AND A GRAVEL ROAD SOUTH, ABOUT 50 YARDS
 NT0415'SOUTHEAST OF THE Y JUNCTION, 120 FEET EAST OF THE CENTER LINE OF THE
 NT0415'HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD LEADING
 NT0415'SOUTH, 42 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE WOODEN
 NT0415'HOUSE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 NT0415'THE GROUND, ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 NT0415
 NT0415                          STATION RECOVERY (1979)
 NT0415
 NT0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NT0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0102 ***********************************************************************
 TO0102  DESIGNATION -  1
 TO0102  PID         -  TO0102
 TO0102  STATE/COUNTY-  ID/BOUNDARY
 TO0102  USGS QUAD   -  EASTPORT (1996)
 TO0102
 TO0102                         *CURRENT SURVEY CONTROL
 TO0102  ___________________________________________________________________
 TO0102* NAD 83(1986)-  48 59 58.     (N)    116 10 47.     (W)     SCALED    
 TO0102* NAVD 88     -       802.817  (meters)    2633.91   (feet)  ADJUSTED  
 TO0102  ___________________________________________________________________
 TO0102  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 TO0102  DYNAMIC HT  -         802.888 (meters)    2634.14  (feet)  COMP
 TO0102  MODELED GRAV-     980,673.2   (mgal)                       NAVD 88
 TO0102
 TO0102  VERT ORDER  -  FIRST     CLASS II
 TO0102
 TO0102.The horizontal coordinates were scaled from a topographic map and have
 TO0102.an estimated accuracy of +/- 6 seconds.
 TO0102
 TO0102.The orthometric height was determined by differential leveling
 TO0102.and adjusted by the National Geodetic Survey in June 1991..
 TO0102
 TO0102.The geoid height was determined by GEOID03.
 TO0102
 TO0102.The dynamic height is computed by dividing the NAVD 88
 TO0102.geopotential number by the normal gravity value computed on the
 TO0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0102.degrees latitude (g = 980.6199 gals.).
 TO0102
 TO0102.The modeled gravity was interpolated from observed gravity values.
 TO0102
 TO0102;                    North         East    Units  Estimated Accuracy
 TO0102;SPC ID W     -   814,990.      768,560.      MT  (+/- 180 meters Scaled)
 TO0102
 TO0102                          SUPERSEDED SURVEY CONTROL
 TO0102
 TO0102  NGVD 29 (??/??/92)  801.595  (m)         2629.90   (f) ADJ UNCH    1 2
 TO0102
 TO0102.Superseded values are not recommended for survey control.
 TO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0102.See file dsdata.txt to determine how the superseded data were derived.
 TO0102
 TO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ599277(NAD 83)
 TO0102_MARKER: DD = SURVEY DISK
 TO0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0102_STAMPING: NO.1 1946
 TO0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0102+STABILITY: SURFACE MOTION
 TO0102
 TO0102  HISTORY     - Date     Condition        Report By
 TO0102  HISTORY     - 1946     MONUMENTED       USGS
 TO0102  HISTORY     - 1946     GOOD             NGS
 TO0102
 TO0102                          STATION DESCRIPTION
 TO0102
 TO0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TO0102'IN EASTPORT.
 TO0102'AT EASTPORT, ON THE SOUTH BANK OF THE MOYIE RIVER, ABOUT 125 FEET EAST
 TO0102'OF THE SOUTH END OF THE RIVER BRIDGE, 22.7 FEET SOUTHWEST OF THE
 TO0102'SOUTHWEST CORNER OF A CONCRETE GAGING STATION BUILDING, ABOUT 20 FEET
 TO0102'SOUTH OF THE RIVER BANK, AND SET IN THE TOP OF A CONCRETE POST
 TO0102'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND AND SURROUNDED BY A GROUP
 TO0102'OF BUSHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1667 ***********************************************************************
 SV1667  DESIGNATION -  1
 SV1667  PID         -  SV1667
 SV1667  STATE/COUNTY-  ID/KOOTENAI
 SV1667  USGS QUAD   -  WORLEY (1981)
 SV1667
 SV1667                         *CURRENT SURVEY CONTROL
 SV1667  ___________________________________________________________________
 SV1667* NAD 83(1986)-  47 25 19.     (N)    116 57 46.     (W)     SCALED    
 SV1667* NAVD 88     -       785.510  (meters)    2577.13   (feet)  ADJUSTED  
 SV1667  ___________________________________________________________________
 SV1667  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 SV1667  DYNAMIC HT  -         785.513 (meters)    2577.14  (feet)  COMP
 SV1667  MODELED GRAV-     980,589.9   (mgal)                       NAVD 88
 SV1667
 SV1667  VERT ORDER  -  FIRST     CLASS II
 SV1667
 SV1667.The horizontal coordinates were scaled from a topographic map and have
 SV1667.an estimated accuracy of +/- 6 seconds.
 SV1667
 SV1667.The orthometric height was determined by differential leveling
 SV1667.and adjusted by the National Geodetic Survey in June 1991..
 SV1667
 SV1667.The geoid height was determined by GEOID03.
 SV1667
 SV1667.The dynamic height is computed by dividing the NAVD 88
 SV1667.geopotential number by the normal gravity value computed on the
 SV1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1667.degrees latitude (g = 980.6199 gals.).
 SV1667
 SV1667.The modeled gravity was interpolated from observed gravity values.
 SV1667
 SV1667;                    North         East    Units  Estimated Accuracy
 SV1667;SPC ID W     -   640,210.      708,500.      MT  (+/- 180 meters Scaled)
 SV1667
 SV1667                          SUPERSEDED SURVEY CONTROL
 SV1667
 SV1667.No superseded survey control is available for this station.
 SV1667
 SV1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN028520(NAD 83)
 SV1667_MARKER: DD = SURVEY DISK
 SV1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1667_SP_SET: CONCRETE POST
 SV1667_MARK LOGO: IDPWD 
 SV1667_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1667+STABILITY: SURFACE MOTION
 SV1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1667+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 SV1667
 SV1667  HISTORY     - Date     Condition        Report By
 SV1667  HISTORY     - UNK      MONUMENTED       IDPWD
 SV1667  HISTORY     - 19890712 GOOD             NGS
 SV1667
 SV1667                          STATION DESCRIPTION
 SV1667
 SV1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1667'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1667'HIGHWAY 95, 2.0 KM (1.25 MI) SOUTHEAST FROM THE JUNCTION OF STATE
 SV1667'HIGHWAY 58 AND IN THE NORTHEAST CORNER OF A GRAVEL ROAD LEADING
 SV1667'NORTHEAST TO A TURN AROUND.  REACHED FROM THE POST OFFICE IN WORLEY,
 SV1667'GO NORTHWEST ON U.S. HIGHWAY 95 FOR 4.27 KM (2.65 MI) TO THE MARK ON
 SV1667'THE RIGHT.  IT IS 9.6 M (31.5 FT) NORTHEAST FROM THE CENTERLINE OF
 SV1667'THE HIGHWAY, 11.2 M (36.7 FT) SOUTHEAST FROM THE CENTER OF THE GRAVEL
 SV1667'ROAD, 6.8 M (22.3 FT) SOUTHEAST FROM A FENCE CORNER AND 0.2 M (0.7
 SV1667'FT) SOUTHWEST FROM A WITNESS POST AND A FENCE.  NOTE--THE SURVEY DISK
 SV1667'HAS NO STAMPING.  MARK IS 0.2 M (0.7 FT) ABOVE THE HIGHWAY AND
 SV1667'PROJECTS 0.15 M (0.5 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1121 ***********************************************************************
 OY1121  DESIGNATION -  1
 OY1121  PID         -  OY1121
 OY1121  STATE/COUNTY-  ID/BUTTE
 OY1121  USGS QUAD   -  ARCO HILLS SE (1972)
 OY1121
 OY1121                         *CURRENT SURVEY CONTROL
 OY1121  ___________________________________________________________________
 OY1121* NAD 83(1986)-  43 30 50.     (N)    113 05 01.     (W)     SCALED    
 OY1121* NAVD 88     -      1542.638  (meters)    5061.14   (feet)  ADJUSTED  
 OY1121  ___________________________________________________________________
 OY1121  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 OY1121  DYNAMIC HT  -        1541.807 (meters)    5058.41  (feet)  COMP
 OY1121  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 OY1121
 OY1121  VERT ORDER  -  FIRST     CLASS II
 OY1121
 OY1121.The horizontal coordinates were scaled from a topographic map and have
 OY1121.an estimated accuracy of +/- 6 seconds.
 OY1121
 OY1121.The orthometric height was determined by differential leveling
 OY1121.and adjusted by the National Geodetic Survey in December 1992..
 OY1121
 OY1121.The geoid height was determined by GEOID03.
 OY1121
 OY1121.The dynamic height is computed by dividing the NAVD 88
 OY1121.geopotential number by the normal gravity value computed on the
 OY1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1121.degrees latitude (g = 980.6199 gals.).
 OY1121
 OY1121.The modeled gravity was interpolated from observed gravity values.
 OY1121
 OY1121;                    North         East    Units  Estimated Accuracy
 OY1121;SPC ID C     -   205,600.      574,090.      MT  (+/- 180 meters Scaled)
 OY1121
 OY1121                          SUPERSEDED SURVEY CONTROL
 OY1121
 OY1121  NGVD 29 (08/20/92) 1541.576  (m)         5057.65   (f) ADJUSTED    1 2
 OY1121
 OY1121.Superseded values are not recommended for survey control.
 OY1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1121.See file dsdata.txt to determine how the superseded data were derived.
 OY1121
 OY1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP315199(NAD 83)
 OY1121_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY1121_SETTING: 66 = SET IN ROCK OUTCROP
 OY1121_SP_SET: BEDROCK
 OY1121_STAMPING: 1
 OY1121_MARK LOGO: USGS  
 OY1121_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1121+STABILITY: POSITION/ELEVATION WELL
 OY1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1121+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY1121
 OY1121  HISTORY     - Date     Condition        Report By
 OY1121  HISTORY     - UNK      MONUMENTED       USGS
 OY1121  HISTORY     - 19920619 GOOD             NGS
 OY1121
 OY1121                          STATION DESCRIPTION
 OY1121
 OY1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1121'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY1121'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 18.5 KM (11.50 MI)
 OY1121'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, A GAUGING STATION
 OY1121'DISK NEAR THE SOUTHEAST END OF A 8 BY 24-FOOT EXPOSED AREA OF BEDROCK
 OY1121'IN A RAILROAD CUT, 4.1 M (13.5 FT) SOUTHEAST OF BENCH MARK 2, 3.4 M
 OY1121'(11.2 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) ABOVE THE
 OY1121'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1493 ***********************************************************************
 SV1493  DESIGNATION -  1 100 VC
 SV1493  PID         -  SV1493
 SV1493  STATE/COUNTY-  ID/SHOSHONE
 SV1493  USGS QUAD   -  MARBLE MTN (1995)
 SV1493
 SV1493                         *CURRENT SURVEY CONTROL
 SV1493  ___________________________________________________________________
 SV1493* NAD 83(1992)-  47 09 02.28458(N)    116 01 56.98410(W)     ADJUSTED  
 SV1493* NAVD 88     -      1982.5    (meters)    6504.     (feet)  VERTCON   
 SV1493  ___________________________________________________________________
 SV1493  LAPLACE CORR-          10.86  (seconds)                    DEFLEC99
 SV1493  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 SV1493
 SV1493  HORZ ORDER  -  THIRD
 SV1493
 SV1493.The horizontal coordinates were established by classical geodetic methods
 SV1493.and adjusted by the National Geodetic Survey in July 1992..
 SV1493
 SV1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1493
 SV1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1493
 SV1493.The geoid height was determined by GEOID03.
 SV1493
 SV1493;                    North         East     Units Scale Factor Converg.
 SV1493;SPC ID W     -   609,377.971   778,576.411   MT  0.99993897   -0 12 25.6
 SV1493;UTM  11      - 5,222,357.852   573,347.840   MT  0.99966612   +0 42 33.7
 SV1493
 SV1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1493!SPC ID W     -   0.99969189  x   0.99993897  =   0.99963088
 SV1493!UTM  11      -   0.99969189  x   0.99966612  =   0.99935811
 SV1493
 SV1493:                Primary Azimuth Mark                     Grid Az
 SV1493:SPC ID W     -  FISHHOOK                                 101 27 22.0
 SV1493:UTM  11      -  FISHHOOK                                 100 32 22.7
 SV1493
 SV1493|---------------------------------------------------------------------|
 SV1493| PID    Reference Object                     Distance      Geod. Az  |
 SV1493|                                                           dddmmss.s |
 SV1493| SU1018 FISHHOOK                            APPROX. 5.2 KM 1011456.4 |
 SV1493| CH6294 1 100 VC ROCK CAIRN                  23.590 METERS 20005     |
 SV1493|---------------------------------------------------------------------|
 SV1493
 SV1493                          SUPERSEDED SURVEY CONTROL
 SV1493
 SV1493  NAD 83(1986)-  47 09 02.28794(N)    116 01 56.97710(W) AD(       ) 3
 SV1493  NAD 27      -  47 09 02.59517(N)    116 01 53.41075(W) AD(       ) 3
 SV1493  NGVD 29 (07/19/86) 1981.3    (m)         6500.     (f) VERT ANG       
 SV1493
 SV1493.Superseded values are not recommended for survey control.
 SV1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1493.See file dsdata.txt to determine how the superseded data were derived.
 SV1493
 SV1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN7334822358(NAD 83)
 SV1493_MARKER: Q = CHISELED SQUARE
 SV1493_SETTING: 66 = SET IN ROCK OUTCROP
 SV1493_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SV1493
 SV1493  HISTORY     - Date     Condition        Report By
 SV1493  HISTORY     - 1969     MONUMENTED       USGS
 SV1493
 SV1493                          STATION DESCRIPTION
 SV1493
 SV1493'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 SV1493'LOCATED ABOUT 29 MI SE. OF ST. MARIES, 7 MI S. OF ST. JOE RIVER,
 SV1493'3.5 MI E. OF MARBLE CREEK.  IN NORTHWEST 1/4 SECTION 24, T44N,
 SV1493'R3E, ON SHARP ROCKY TOP ON WEST END OF MARBLE MOUNTAIN.
 SV1493'
 SV1493'TO REACH FROM CALDER RANGER STATION 24 MI E. OF ST. MARIES ALONG
 SV1493'ST. JOE RIVER, GO 10.1 MI E. ON RIVER RD. TO MARBLE CREEK RD.
 SV1493'TURN RIGHT 1.8 MI TO Y-RD.  TURN RIGHT 6.6 MI TO Y-RD.  TURN LEFT
 SV1493'ACROSS MARBLE CREEK 0.1 MI TO Y-RD.  TURN RIGHT 3.0 MI TO Y-RD.
 SV1493'TURN LEFT 2.5 MI TO Y-RD.  TURN RIGHT 4.4 MI TO Y-RD. AT BRIDGE
 SV1493'ACROSS HOMESTEAD CREEK.  TURN LEFT 4.3 MI TO T-RD.  TURN LEFT 1.8
 SV1493'MI TO REVERSE-Y RIGHT TO FISHHOOK LOT, CONTINUE STRAIGHT AHEAD
 SV1493'0.4 MI TO Y-RD.  TURN LEFT AS PER SIGN MARBLE MTN 2.4 MI TO END
 SV1493'OF RD. (4-WHEEL DRIVE MAY BE DRIVEN 0.3 MI FARTHER TO END OF JEEP
 SV1493'RD. AND END OF TRUCK TRAVEL).  PACK NW. TO TOP AND STATION ON
 SV1493'HIGHEST ROCKY OUTCROP.
 SV1493'
 SV1493'STATION MARK--CHISELED SQUARE ON 6-FT SQUARE ROCK.
 SV1493'
 SV1493'RM--4-FT CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0922 ***********************************************************************
 RY0922  DESIGNATION -  1 325 A
 RY0922  PID         -  RY0922
 RY0922  STATE/COUNTY-  ID/SHOSHONE
 RY0922  USGS QUAD   -  POLE MOUNTAIN (1994)
 RY0922
 RY0922                         *CURRENT SURVEY CONTROL
 RY0922  ___________________________________________________________________
 RY0922* NAD 83(1992)-  46 59 14.63656(N)    115 28 51.88887(W)     ADJUSTED  
 RY0922* NAVD 88     -      1987.8    (meters)    6522.     (feet)  VERTCON   
 RY0922  ___________________________________________________________________
 RY0922  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 RY0922  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 RY0922
 RY0922  HORZ ORDER  -  THIRD
 RY0922
 RY0922.The horizontal coordinates were established by classical geodetic methods
 RY0922.and adjusted by the National Geodetic Survey in July 1992..
 RY0922
 RY0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0922
 RY0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0922
 RY0922.The geoid height was determined by GEOID03.
 RY0922
 RY0922;                    North         East     Units Scale Factor Converg.
 RY0922;SPC ID W     -   591,228.309   820,456.400   MT  0.99993847   +0 11 47.9
 RY0922;UTM  11      - 5,204,883.414   615,502.976   MT  0.99976397   +1 06 38.7
 RY0922
 RY0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0922!SPC ID W     -   0.99969097  x   0.99993847  =   0.99962946
 RY0922!UTM  11      -   0.99969097  x   0.99976397  =   0.99945501
 RY0922
 RY0922:                Primary Azimuth Mark                     Grid Az
 RY0922:SPC ID W     -  BLACK MTN                                203 53 51.4
 RY0922:UTM  11      -  BLACK MTN                                202 59 00.6
 RY0922
 RY0922|---------------------------------------------------------------------|
 RY0922| PID    Reference Object                     Distance      Geod. Az  |
 RY0922|                                                           dddmmss.s |
 RY0922| RY0971 BLACK MTN                           APPROX.13.2 KM 2040539.3 |
 RY0922|---------------------------------------------------------------------|
 RY0922
 RY0922                          SUPERSEDED SURVEY CONTROL
 RY0922
 RY0922  NAD 83(1986)-  46 59 14.63854(N)    115 28 51.88863(W) AD(       ) 3
 RY0922  NAD 27      -  46 59 14.98224(N)    115 28 48.37286(W) AD(       ) 3
 RY0922  NGVD 29 (07/19/86) 1986.5    (m)         6517.     (f) VERT ANG       
 RY0922
 RY0922.Superseded values are not recommended for survey control.
 RY0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0922.See file dsdata.txt to determine how the superseded data were derived.
 RY0922
 RY0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN1550304883(NAD 83)
 RY0922_MARKER: Q = CHISELED SQUARE
 RY0922_SETTING: 0 = UNSPECIFIED SETTING
 RY0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0922
 RY0922  HISTORY     - Date     Condition        Report By
 RY0922  HISTORY     - 1969     MONUMENTED       USGS
 RY0922
 RY0922                          STATION DESCRIPTION
 RY0922
 RY0922'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RY0922'LOCATED 8.0 MI SW. OF RED IVES RANGER STATION, 2.5 MI E. OF
 RY0922'SURVEYORS RIDGE LO.  ON SURVEYORS PEAK.
 RY0922'
 RY0922'NO TO REACH GIVEN.
 RY0922'
 RY0922'STATION MARK--CHISELED SQUARE ON HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1804 ***********************************************************************
 RZ1804  DESIGNATION -  1 43D
 RZ1804  PID         -  RZ1804
 RZ1804  STATE/COUNTY-  ID/NEZ PERCE
 RZ1804  USGS QUAD   -  REUBENS (1984)
 RZ1804
 RZ1804                         *CURRENT SURVEY CONTROL
 RZ1804  ___________________________________________________________________
 RZ1804* NAD 83(1992)-  46 21 37.09149(N)    116 36 37.52329(W)     ADJUSTED  
 RZ1804* NAVD 88     -      1098.0    (meters)    3602.     (feet)  VERTCON   
 RZ1804  ___________________________________________________________________
 RZ1804  LAPLACE CORR-           9.39  (seconds)                    DEFLEC99
 RZ1804  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 RZ1804
 RZ1804  HORZ ORDER  -  THIRD
 RZ1804
 RZ1804.The horizontal coordinates were established by classical geodetic methods
 RZ1804.and adjusted by the National Geodetic Survey in July 1992..
 RZ1804
 RZ1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1804
 RZ1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1804
 RZ1804.The geoid height was determined by GEOID03.
 RZ1804
 RZ1804;                    North         East     Units Scale Factor Converg.
 RZ1804;SPC ID W     -   521,846.880   733,787.258   MT  0.99998721   -0 37 21.7
 RZ1804;UTM  11      - 5,134,154.650   529,969.427   MT  0.99961104   +0 16 55.0
 RZ1804
 RZ1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1804!SPC ID W     -   0.99983064  x   0.99998721  =   0.99981785
 RZ1804!UTM  11      -   0.99983064  x   0.99961104  =   0.99944174
 RZ1804
 RZ1804:                Primary Azimuth Mark                     Grid Az
 RZ1804:SPC ID W     -  CULDESAC                                 300 10 29.4
 RZ1804:UTM  11      -  CULDESAC                                 299 16 12.7
 RZ1804
 RZ1804|---------------------------------------------------------------------|
 RZ1804| PID    Reference Object                     Distance      Geod. Az  |
 RZ1804|                                                           dddmmss.s |
 RZ1804| RZ1809 CULDESAC                            APPROX. 9.5 KM 2993307.7 |
 RZ1804|---------------------------------------------------------------------|
 RZ1804
 RZ1804                          SUPERSEDED SURVEY CONTROL
 RZ1804
 RZ1804  NAD 83(1986)-  46 21 37.09664(N)    116 36 37.51934(W) AD(       ) 3
 RZ1804  NAD 27      -  46 21 37.48904(N)    116 36 34.00638(W) AD(       ) 3
 RZ1804  NGVD 29 (07/19/86) 1096.9    (m)         3599.     (f) VERT ANG       
 RZ1804
 RZ1804.Superseded values are not recommended for survey control.
 RZ1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1804.See file dsdata.txt to determine how the superseded data were derived.
 RZ1804
 RZ1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM2996934155(NAD 83)
 RZ1804_MARKER: Z = SEE DESCRIPTION
 RZ1804_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RZ1804_SP_SET: OBJECT DRIVEN INTO GROUND
 RZ1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1804
 RZ1804  HISTORY     - Date     Condition        Report By
 RZ1804  HISTORY     - 1957     MONUMENTED       USGS
 RZ1804
 RZ1804                          STATION DESCRIPTION
 RZ1804
 RZ1804'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1804'LOCATED ABOUT 3.0 MI SE. OF CULDESAC.  IN SOUTHWEST 1/4 SECTION
 RZ1804'20, T35N, R2W, ON NORTHEAST RIM OF LAPWAI CREEK CANYON.
 RZ1804'
 RZ1804'NO TO REACH GIVEN.
 RZ1804'
 RZ1804'STATION MARK--2X3 WOODEN HUB PROJECTING 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1604 ***********************************************************************
 SV1604  DESIGNATION -  1 49 A
 SV1604  PID         -  SV1604
 SV1604  STATE/COUNTY-  ID/KOOTENAI
 SV1604  USGS QUAD   -  ROCKFORD BAY (1981)
 SV1604
 SV1604                         *CURRENT SURVEY CONTROL
 SV1604  ___________________________________________________________________
 SV1604* NAD 83(1992)-  47 31 40.17129(N)    116 53 09.58721(W)     ADJUSTED  
 SV1604* NAVD 88     -       955.4    (meters)    3135.     (feet)  VERTCON   
 SV1604  ___________________________________________________________________
 SV1604  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 SV1604  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV1604
 SV1604  HORZ ORDER  -  THIRD
 SV1604
 SV1604.The horizontal coordinates were established by classical geodetic methods
 SV1604.and adjusted by the National Geodetic Survey in July 1992..
 SV1604
 SV1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1604
 SV1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1604
 SV1604.The geoid height was determined by GEOID03.
 SV1604
 SV1604;                    North         East     Units Scale Factor Converg.
 SV1604;SPC ID W     -   651,897.078   714,461.397   MT  1.00002322   -0 50 16.7
 SV1604;UTM  11      - 5,263,828.440   508,581.461   MT  0.99960090   +0 05 02.7
 SV1604
 SV1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1604!SPC ID W     -   0.99985302  x   1.00002322  =   0.99987623
 SV1604!UTM  11      -   0.99985302  x   0.99960090  =   0.99945397
 SV1604
 SV1604:                Primary Azimuth Mark                     Grid Az
 SV1604:SPC ID W     -  HARRISON                                 109 51 35.5
 SV1604:UTM  11      -  HARRISON                                 108 56 16.1
 SV1604
 SV1604|---------------------------------------------------------------------|
 SV1604| PID    Reference Object                     Distance      Geod. Az  |
 SV1604|                                                           dddmmss.s |
 SV1604| SV1601 HARRISON                            APPROX. 8.3 KM 1090118.8 |
 SV1604|---------------------------------------------------------------------|
 SV1604
 SV1604                          SUPERSEDED SURVEY CONTROL
 SV1604
 SV1604  NAD 83(1986)-  47 31 40.17512(N)    116 53 09.58601(W) AD(       ) 3
 SV1604  NAD 27      -  47 31 40.52101(N)    116 53 05.92191(W) AD(       ) 3
 SV1604  NGVD 29 (07/19/86)  954.3    (m)         3131.     (f) VERT ANG       
 SV1604
 SV1604.Superseded values are not recommended for survey control.
 SV1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1604.See file dsdata.txt to determine how the superseded data were derived.
 SV1604
 SV1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0858163828(NAD 83)
 SV1604_MARKER: N = NAIL
 SV1604_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV1604_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1604
 SV1604  HISTORY     - Date     Condition        Report By
 SV1604  HISTORY     - 1956     MONUMENTED       USGS
 SV1604
 SV1604                          STATION DESCRIPTION
 SV1604
 SV1604'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV1604'LOCATED ABOUT 2.0 MI W. OF LEES LANDING, 1.5 MI N. OF ROCKFORD
 SV1604'BAY.  ON PARTIALLY-TIMBERED TOP.
 SV1604'
 SV1604'NO TO REACH GIVEN.
 SV1604'
 SV1604'STATION MARK--COPPER NAIL AND WASHER IN 2 X 2-INCH HUB DRIVEN IN
 SV1604'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1797 ***********************************************************************
 RZ1797  DESIGNATION -  1 51A 2
 RZ1797  PID         -  RZ1797
 RZ1797  STATE/COUNTY-  ID/NEZ PERCE
 RZ1797  USGS QUAD   -  FLETCHER (1967)
 RZ1797
 RZ1797                         *CURRENT SURVEY CONTROL
 RZ1797  ___________________________________________________________________
 RZ1797* NAD 83(1992)-  46 21 14.92231(N)    116 29 39.33719(W)     ADJUSTED  
 RZ1797* NAVD 88     -      1055.3    (meters)    3462.     (feet)  VERTCON   
 RZ1797  ___________________________________________________________________
 RZ1797  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 RZ1797  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 RZ1797
 RZ1797  HORZ ORDER  -  THIRD
 RZ1797
 RZ1797.The horizontal coordinates were established by classical geodetic methods
 RZ1797.and adjusted by the National Geodetic Survey in July 1992..
 RZ1797
 RZ1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1797
 RZ1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1797
 RZ1797.The geoid height was determined by GEOID03.
 RZ1797
 RZ1797;                    North         East     Units Scale Factor Converg.
 RZ1797;SPC ID W     -   521,071.806   742,719.956   MT  0.99997365   -0 32 18.9
 RZ1797;UTM  11      - 5,133,520.930   538,909.979   MT  0.99961861   +0 21 57.5
 RZ1797
 RZ1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1797!SPC ID W     -   0.99983729  x   0.99997365  =   0.99981095
 RZ1797!UTM  11      -   0.99983729  x   0.99961861  =   0.99945597
 RZ1797
 RZ1797:                Primary Azimuth Mark                     Grid Az
 RZ1797:SPC ID W     -  ROSE                                     018 59 20.3
 RZ1797:UTM  11      -  ROSE                                     018 05 03.9
 RZ1797
 RZ1797|---------------------------------------------------------------------|
 RZ1797| PID    Reference Object                     Distance      Geod. Az  |
 RZ1797|                                                           dddmmss.s |
 RZ1797| RZ1800 ROSE                                APPROX. 7.7 KM 0182701.4 |
 RZ1797|---------------------------------------------------------------------|
 RZ1797
 RZ1797                          SUPERSEDED SURVEY CONTROL
 RZ1797
 RZ1797  NAD 83(1986)-  46 21 14.92757(N)    116 29 39.33367(W) AD(       ) 3
 RZ1797  NAD 27      -  46 21 15.30067(N)    116 29 35.81161(W) AD(       ) 3
 RZ1797  NGVD 29 (07/19/86) 1054.2    (m)         3459.     (f) VERT ANG       
 RZ1797
 RZ1797.Superseded values are not recommended for survey control.
 RZ1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1797.See file dsdata.txt to determine how the superseded data were derived.
 RZ1797
 RZ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM3891033521(NAD 83)
 RZ1797_MARKER: N = NAIL
 RZ1797_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RZ1797_SP_SET: OBJECT IMBEDDED IN GROUND
 RZ1797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1797
 RZ1797  HISTORY     - Date     Condition        Report By
 RZ1797  HISTORY     - 1966     MONUMENTED       USGS
 RZ1797
 RZ1797                          STATION DESCRIPTION
 RZ1797
 RZ1797'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RZ1797'NO LOCATED GIVEN.
 RZ1797'
 RZ1797'TO REACH FROM CRAIGMONT POST OFFICE, GO 3 MI W. ON U.S. HWY. 95
 RZ1797'TO X-RDS.  TURN RIGHT ON COUNTY RD. TO RUEBENS 6.3 MI N. TO
 RZ1797'X-RDS. TO RUEBENS, GO 1 MI N. TO T-RD. E., THENCE 1 MI N. TO
 RZ1797'X-RDS.  TURN RIGHT 1.5 MI E. TO RD. BEND AND RDS. S.  TURN RIGHT
 RZ1797'0.2 MI S. TO FARMHOUSE AND RD. E.  TURN LEFT 0.5 MI E. TO
 RZ1797'FARMHOUSE AND FENCE CORNER.  WALK N. FROM FENCE CORNER 1500 FT TO
 RZ1797'STATION ON SMALL WOODED TOP 45 FT E. OF TWIN PINES AND 18 FT SW.
 RZ1797'OF SCRUBBY APPLE TREE.
 RZ1797'
 RZ1797'STATION MARK--2X3 HUB COPPER NAIL AND WASHER FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1806 ***********************************************************************
 RZ1806  DESIGNATION -  1 71A
 RZ1806  PID         -  RZ1806
 RZ1806  STATE/COUNTY-  ID/NEZ PERCE
 RZ1806  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ1806
 RZ1806                         *CURRENT SURVEY CONTROL
 RZ1806  ___________________________________________________________________
 RZ1806* NAD 83(1992)-  46 16 02.94037(N)    116 43 23.68324(W)     ADJUSTED  
 RZ1806* NAVD 88     -      1266.0    (meters)    4154.     (feet)  VERTCON   
 RZ1806  ___________________________________________________________________
 RZ1806  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 RZ1806  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 RZ1806
 RZ1806  HORZ ORDER  -  THIRD
 RZ1806
 RZ1806.The horizontal coordinates were established by classical geodetic methods
 RZ1806.and adjusted by the National Geodetic Survey in July 1992..
 RZ1806
 RZ1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1806
 RZ1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1806
 RZ1806.The geoid height was determined by GEOID03.
 RZ1806
 RZ1806;                    North         East     Units Scale Factor Converg.
 RZ1806;SPC ID W     -   511,630.577   724,978.470   MT  1.00000249   -0 42 11.8
 RZ1806;UTM  11      - 5,123,804.652   521,326.252   MT  0.99960559   +0 11 59.9
 RZ1806
 RZ1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1806!SPC ID W     -   0.99980428  x   1.00000249  =   0.99980676
 RZ1806!UTM  11      -   0.99980428  x   0.99960559  =   0.99940994
 RZ1806
 RZ1806:                Primary Azimuth Mark                     Grid Az
 RZ1806:SPC ID W     -  BUNDY                                    334 10 06.0
 RZ1806:UTM  11      -  BUNDY                                    333 15 54.3
 RZ1806
 RZ1806|---------------------------------------------------------------------|
 RZ1806| PID    Reference Object                     Distance      Geod. Az  |
 RZ1806|                                                           dddmmss.s |
 RZ1806| RZ1840 BUNDY                               APPROX. 9.1 KM 3332754.2 |
 RZ1806|---------------------------------------------------------------------|
 RZ1806
 RZ1806                          SUPERSEDED SURVEY CONTROL
 RZ1806
 RZ1806  NAD 83(1986)-  46 16 02.94576(N)    116 43 23.67934(W) AD(       ) 3
 RZ1806  NAD 27      -  46 16 03.34892(N)    116 43 20.18028(W) AD(       ) 3
 RZ1806  NGVD 29 (07/19/86) 1264.9    (m)         4150.     (f) VERT ANG       
 RZ1806
 RZ1806.Superseded values are not recommended for survey control.
 RZ1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1806.See file dsdata.txt to determine how the superseded data were derived.
 RZ1806
 RZ1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM2132623805(NAD 83)
 RZ1806_MARKER: Z = SEE DESCRIPTION
 RZ1806_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RZ1806_SP_SET: OBJECT DRIVEN INTO GROUND
 RZ1806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1806
 RZ1806  HISTORY     - Date     Condition        Report By
 RZ1806  HISTORY     - 1957     MONUMENTED       USGS
 RZ1806
 RZ1806                          STATION DESCRIPTION
 RZ1806
 RZ1806'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1806'LOCATED ABOUT 11 MI SE. OF LAPWAI, 8.0 MI SW. OF CULDESAC.  NEAR
 RZ1806'CORNER OF SECTIONS 20,21,28,29,T34N, R3W, OVERLOOKING HIGH RIDGE
 RZ1806'KNOWN LOCALLY AS MCCORMACK RIDGE.
 RZ1806'
 RZ1806'NO TO REACH GIVEN.
 RZ1806'
 RZ1806'STATION MARK--2X3 WOODEN HUB PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0581 ***********************************************************************
 PY0581  DESIGNATION -  1 EAM
 PY0581  PID         -  PY0581
 PY0581  STATE/COUNTY-  ID/FREMONT
 PY0581  USGS QUAD   -  ICEHOUSE CREEK (1965)
 PY0581
 PY0581                         *CURRENT SURVEY CONTROL
 PY0581  ___________________________________________________________________
 PY0581* NAD 83(1986)-  44 29 18.     (N)    111 36 34.     (W)     SCALED    
 PY0581* NAVD 88     -      2010.917  (meters)    6597.48   (feet)  POSTED    
 PY0581  ___________________________________________________________________
 PY0581  GEOID HEIGHT-          -9.23  (meters)                     GEOID03
 PY0581  DYNAMIC HT  -        2009.800 (meters)    6593.82  (feet)  COMP
 PY0581  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 PY0581
 PY0581  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0581
 PY0581.The horizontal coordinates were scaled from a topographic map and have
 PY0581.an estimated accuracy of +/- 6 seconds.
 PY0581
 PY0581.The orthometric height was determined by differential leveling
 PY0581.and adjusted by the National Geodetic Survey in 1992..
 PY0581.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0581.rate of 0.0 thru 1.0 mm/km.
 PY0581
 PY0581.The geoid height was determined by GEOID03.
 PY0581
 PY0581.The dynamic height is computed by dividing the NAVD 88
 PY0581.geopotential number by the normal gravity value computed on the
 PY0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0581.degrees latitude (g = 980.6199 gals.).
 PY0581
 PY0581.The modeled gravity was interpolated from observed gravity values.
 PY0581
 PY0581;                    North         East    Units  Estimated Accuracy
 PY0581;SPC ID E     -   313,610.      244,320.      MT  (+/- 180 meters Scaled)
 PY0581
 PY0581                          SUPERSEDED SURVEY CONTROL
 PY0581
 PY0581  NGVD 29 (??/??/92) 2009.637  (m)         6593.28   (f) ADJ UNCH    1 2
 PY0581
 PY0581.Superseded values are not recommended for survey control.
 PY0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0581.See file dsdata.txt to determine how the superseded data were derived.
 PY0581
 PY0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ515262(NAD 83)
 PY0581_MARKER: DD = SURVEY DISK
 PY0581_SETTING: 80 = SET IN A BOULDER
 PY0581_STAMPING: 1 EAM 6593 1964
 PY0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0581+STABILITY: SURFACE MOTION
 PY0581
 PY0581  HISTORY     - Date     Condition        Report By
 PY0581  HISTORY     - 1964     MONUMENTED       USGS
 PY0581  HISTORY     - 1967     GOOD             NGS
 PY0581
 PY0581                          STATION DESCRIPTION
 PY0581
 PY0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0581'16.4 MI SW FROM MACKS INN.
 PY0581'3.45 MILES SOUTH ALONG U.S. HIGHWAY 20 AND 191 FROM THE POST OFFICE AT
 PY0581'MACKS INN, THENCE 3.8 MILES WEST ALONG A ROAD, THENCE 9.15 MILES WEST
 PY0581'ALONG KILGORE-YALE ROAD, 0.5 MILE WEST OF THE JUNCTION OF A ROAD NORTH
 PY0581'TO BLIND CANYON, 0.4 MILE EAST OF THE CROSSING OF KEG CREEK, AT THE
 PY0581'JUNCTION OF A DIRT ROAD SOUTHWEST, AT THE EAST END OF A LONG FILL, IN
 PY0581'THE TOP OF A 3- BY 6-FOOT BOULDER WHICH PROJECTS ABOUT 1/2 FOOT ABOVE
 PY0581'THE GROUND, 186 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 34 FEET
 PY0581'SOUTHEAST OF THE CENTER LINE OF THE ROAD SOUTHWEST, 3.0 FEET SOUTH OF
 PY0581'A WITNESS POST, AND ABOUT 6 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0470 ***********************************************************************
 NW0470  DESIGNATION -  1 EMH
 NW0470  PID         -  NW0470
 NW0470  STATE/COUNTY-  ID/OWYHEE
 NW0470  USGS QUAD   -  TRIANGLE FLAT (1990)
 NW0470
 NW0470                         *CURRENT SURVEY CONTROL
 NW0470  ___________________________________________________________________
 NW0470* NAD 83(1986)-  42 48 12.     (N)    116 38 07.     (W)     SCALED    
 NW0470* NAVD 88     -      1584.100  (meters)    5197.17   (feet)  POSTED    
 NW0470  ___________________________________________________________________
 NW0470  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 NW0470  DYNAMIC HT  -        1583.130 (meters)    5193.99  (feet)  COMP
 NW0470  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 NW0470
 NW0470  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0470
 NW0470.The horizontal coordinates were scaled from a topographic map and have
 NW0470.an estimated accuracy of +/- 6 seconds.
 NW0470
 NW0470.The orthometric height was determined by differential leveling
 NW0470.and adjusted by the National Geodetic Survey in 1992..
 NW0470.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0470.rate of 0.0 thru 1.0 mm/km.
 NW0470
 NW0470.The geoid height was determined by GEOID03.
 NW0470
 NW0470.The dynamic height is computed by dividing the NAVD 88
 NW0470.geopotential number by the normal gravity value computed on the
 NW0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0470.degrees latitude (g = 980.6199 gals.).
 NW0470
 NW0470.The modeled gravity was interpolated from observed gravity values.
 NW0470
 NW0470;                    North         East    Units  Estimated Accuracy
 NW0470;SPC ID W     -   126,630.      727,590.      MT  (+/- 180 meters Scaled)
 NW0470
 NW0470                          SUPERSEDED SURVEY CONTROL
 NW0470
 NW0470.No superseded survey control is available for this station.
 NW0470
 NW0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH298390(NAD 83)
 NW0470_MARKER: DD = SURVEY DISK
 NW0470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0470_SP_SET: COPPER-CLAD STEEL ROD
 NW0470_STAMPING: 1 EMH 1972 5194
 NW0470_MARK LOGO: USGS  
 NW0470_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0470+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0470
 NW0470  HISTORY     - Date     Condition        Report By
 NW0470  HISTORY     - 1972     MONUMENTED       USGS
 NW0470
 NW0470                          STATION DESCRIPTION
 NW0470
 NW0470'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0470'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0470'COUNTY ROAD, THENCE 24.4 MILES SOUTHWEST ALONG OREANA-TRIANGLE ROAD,
 NW0470'0.7 MILES SOUTH OF THE JUNCTION OF OREANA-TRIANGLE ROAD AND FLINT
 NW0470'CREEK ROAD, ALSO FROM TRIANGLE, IDAHO, GO 2.0 MILES NORTH ALONG
 NW0470'OREANA-TRIANGLE ROAD, AT THE JUNCTION OF OREANA-TRIANGLE ROAD AND
 NW0470'ANTELOPE RIDGE ROAD, 28 FEET WEST AND ABOUT 3 FEET HIGHER THAN THE
 NW0470'JUNCTION, A 5/8 COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE
 NW0470'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0427 ***********************************************************************
 NW0427  DESIGNATION -  1 FMK
 NW0427  PID         -  NW0427
 NW0427  STATE/COUNTY-  ID/OWYHEE
 NW0427  USGS QUAD   -  STONEHOUSE CREEK (1990)
 NW0427
 NW0427                         *CURRENT SURVEY CONTROL
 NW0427  ___________________________________________________________________
 NW0427* NAD 83(1986)-  42 55 14.     (N)    116 59 08.     (W)     SCALED    
 NW0427* NAVD 88     -      1433.574  (meters)    4703.32   (feet)  POSTED    
 NW0427  ___________________________________________________________________
 NW0427  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 NW0427  DYNAMIC HT  -        1432.780 (meters)    4700.71  (feet)  COMP
 NW0427  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 NW0427
 NW0427  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0427
 NW0427.The horizontal coordinates were scaled from a topographic map and have
 NW0427.an estimated accuracy of +/- 6 seconds.
 NW0427
 NW0427.The orthometric height was determined by differential leveling
 NW0427.and adjusted by the National Geodetic Survey in 1992..
 NW0427.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0427.rate of 1.1 thru 2.0 mm/km.
 NW0427
 NW0427.The geoid height was determined by GEOID03.
 NW0427
 NW0427.The dynamic height is computed by dividing the NAVD 88
 NW0427.geopotential number by the normal gravity value computed on the
 NW0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0427.degrees latitude (g = 980.6199 gals.).
 NW0427
 NW0427.The modeled gravity was interpolated from observed gravity values.
 NW0427
 NW0427;                    North         East    Units  Estimated Accuracy
 NW0427;SPC ID W     -   140,010.      699,130.      MT  (+/- 180 meters Scaled)
 NW0427
 NW0427                          SUPERSEDED SURVEY CONTROL
 NW0427
 NW0427  NGVD 29 (??/??/92) 1432.50   (m)         4699.8    (f) COMPUTED    2 0
 NW0427
 NW0427.Superseded values are not recommended for survey control.
 NW0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0427.See file dsdata.txt to determine how the superseded data were derived.
 NW0427
 NW0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH011519(NAD 83)
 NW0427_MARKER: DD = SURVEY DISK
 NW0427_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0427_SP_SET: PREFAB CONC. POST IN EARTH
 NW0427_STAMPING: 1 FMK 1964 4700
 NW0427_MARK LOGO: USGS  
 NW0427_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0427+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0427
 NW0427  HISTORY     - Date     Condition        Report By
 NW0427  HISTORY     - 1964     MONUMENTED       USGS
 NW0427
 NW0427                          STATION DESCRIPTION
 NW0427
 NW0427'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0427'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0427'SOUTHEAST ALONG COUNTY ROAD, THENCE 1.0 MILE SOUTHEAST ALONG FLINT
 NW0427'CREEK ROAD, 32 FEET NORTH OF A PARALLEL ROAD, 5 FEET NORTH OF A
 NW0427'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0525 ***********************************************************************
 NW0525  DESIGNATION -  1 MDC
 NW0525  PID         -  NW0525
 NW0525  STATE/COUNTY-  ID/OWYHEE
 NW0525  USGS QUAD   -  JUNIPER POINT (1980)
 NW0525
 NW0525                         *CURRENT SURVEY CONTROL
 NW0525  ___________________________________________________________________
 NW0525* NAD 83(1986)-  42 41 21.     (N)    117 01 47.     (W)     SCALED    
 NW0525* NAVD 88     -      1515.748  (meters)    4972.92   (feet)  POSTED    
 NW0525  ___________________________________________________________________
 NW0525  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 NW0525  DYNAMIC HT  -        1514.840 (meters)    4969.94  (feet)  COMP
 NW0525  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 NW0525
 NW0525  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0525
 NW0525.The horizontal coordinates were scaled from a topographic map and have
 NW0525.an estimated accuracy of +/- 6 seconds.
 NW0525
 NW0525.The orthometric height was determined by differential leveling
 NW0525.and adjusted by the National Geodetic Survey in 1992..
 NW0525.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0525.rate of 0.0 thru 1.0 mm/km.
 NW0525
 NW0525.The geoid height was determined by GEOID03.
 NW0525
 NW0525.The dynamic height is computed by dividing the NAVD 88
 NW0525.geopotential number by the normal gravity value computed on the
 NW0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0525.degrees latitude (g = 980.6199 gals.).
 NW0525
 NW0525.The modeled gravity was interpolated from observed gravity values.
 NW0525
 NW0525;                    North         East    Units  Estimated Accuracy
 NW0525;SPC ID W     -   114,360.      695,130.      MT  (+/- 180 meters Scaled)
 NW0525
 NW0525                          SUPERSEDED SURVEY CONTROL
 NW0525
 NW0525  NGVD 29 (??/??/92) 1514.64   (m)         4969.3    (f) COMPUTED    2 0
 NW0525
 NW0525.Superseded values are not recommended for survey control.
 NW0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0525.See file dsdata.txt to determine how the superseded data were derived.
 NW0525
 NW0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH975262(NAD 83)
 NW0525_MARKER: DD = SURVEY DISK
 NW0525_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0525_SP_SET: COPPER-CLAD STEEL ROD
 NW0525_STAMPING: 1 MDC 1973 4969
 NW0525_MARK LOGO: USGS  
 NW0525_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0525+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0525
 NW0525  HISTORY     - Date     Condition        Report By
 NW0525  HISTORY     - 1973     MONUMENTED       USGS
 NW0525
 NW0525                          STATION DESCRIPTION
 NW0525
 NW0525'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0525'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0525'SOUTH ALONG A GRAVELED ROAD, THENCE 0.8 MILES SOUTH ALONG A DIRT ROAD
 NW0525'TOWARD GRANDVIEW, IDAHO, 113 FEET EAST OF THE CENTERLINE OF THE ROAD
 NW0525'AND 12 FEET SOUTH OF THE CENTERLINE OF A DIM TRACK ROAD EAST, 3 FEET
 NW0525'SOUTHEAST OF POLE NUMBER 4-390 WITH A WITNESS SIGN ATTACHED, SET ON A
 NW0525'5/8-INCH COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE
 NW0525'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0660 ***********************************************************************
 QA0660  DESIGNATION -  1 T16N R10E
 QA0660  PID         -  QA0660
 QA0660  STATE/COUNTY-  ID/VALLEY
 QA0660  USGS QUAD   -  ARTILLERY DOME (1990)
 QA0660
 QA0660                         *CURRENT SURVEY CONTROL
 QA0660  ___________________________________________________________________
 QA0660* NAD 83(1992)-  44 44 39.67989(N)    115 11 17.74058(W)     ADJUSTED  
 QA0660* NAVD 88     -      2509.7    (meters)    8234.     (feet)  VERTCON   
 QA0660  ___________________________________________________________________
 QA0660  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 QA0660  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 QA0660
 QA0660  HORZ ORDER  -  THIRD
 QA0660
 QA0660.The horizontal coordinates were established by classical geodetic methods
 QA0660.and adjusted by the National Geodetic Survey in July 1992..
 QA0660
 QA0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0660
 QA0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0660
 QA0660.The geoid height was determined by GEOID03.
 QA0660
 QA0660;                    North         East     Units Scale Factor Converg.
 QA0660;SPC ID W     -   342,051.978   844,484.875   MT  0.99995766   +0 23 43.6
 QA0660;UTM  11      - 4,956,148.733   643,426.521   MT  0.99985297   +1 16 32.1
 QA0660
 QA0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0660!SPC ID W     -   0.99960882  x   0.99995766  =   0.99956650
 QA0660!UTM  11      -   0.99960882  x   0.99985297  =   0.99946185
 QA0660
 QA0660:                Primary Azimuth Mark                     Grid Az
 QA0660:SPC ID W     -  BIG BALDY                                329 48 22.3
 QA0660:UTM  11      -  BIG BALDY                                328 55 33.8
 QA0660
 QA0660|---------------------------------------------------------------------|
 QA0660| PID    Reference Object                     Distance      Geod. Az  |
 QA0660|                                                           dddmmss.s |
 QA0660| QA0783 BIG BALDY                           APPROX. 4.9 KM 3301205.9 |
 QA0660|---------------------------------------------------------------------|
 QA0660
 QA0660                          SUPERSEDED SURVEY CONTROL
 QA0660
 QA0660  NAD 83(1986)-  44 44 39.68226(N)    115 11 17.73604(W) AD(       ) 3
 QA0660  NGVD 29 (01/23/89) 2508.1    (m)         8229.     (f) VERT ANG       
 QA0660
 QA0660.Superseded values are not recommended for survey control.
 QA0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0660.See file dsdata.txt to determine how the superseded data were derived.
 QA0660
 QA0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK4342756149(NAD 83)
 QA0660_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0660_SETTING: 0 = UNSPECIFIED SETTING
 QA0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0660
 QA0660  HISTORY     - Date     Condition        Report By
 QA0660  HISTORY     - 1922     MONUMENTED       USDA
 QA0660  HISTORY     - 1960     GOOD             USGS
 QA0660
 QA0660                          STATION DESCRIPTION
 QA0660
 QA0660'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QA0660'LOCATED ABOUT 2.3 MI. NW. OF THE CONFLUENCE OF PISTOL CREEK AND THE
 QA0660'MIDDLE FORK OF THE SALMON RIVER, AND ABOUT 3.0 MI. SE. OF BIG BALDY
 QA0660'LOOKOUT, ON THE HIGHEST TOP OF THE RIDGE BETWEEN RANCH CREEK AND
 QA0660'TWENTY-FIVE CREEK NEAR AN OLD TRAIL AND TELEPHONE LINE.
 QA0660'
 QA0660'TO REACH FROM THE CONFLUENCE OF LITTLE PISTOL CREEK WITH PISTOL CREEK,
 QA0660'TAKE TRAIL TO BIG BALDY LOOKOUT, STARTING ABOUT 0.2 MI. DOWN-STREAM,
 QA0660'FOLLOW TRAIL TO TRAIL FORK ON TOP OF THE MAIN RIDGE, TURN SHARP RIGHT
 QA0660'ALONG OLD TRAIL FOR ABOUT 1.0 MI. AND STATION ON SMALL KNOLL.
 QA0660'
 QA0660'STATION MARK--USDA TABLET CEMENTED IN DRILL HOLE IN ROCK OUTCROP,
 QA0660'STAMPED---1 T 16 N R 10 E 1922 VA 8268---.
 QA0660'
 QA0660'REFERENCE MARKS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0048 ***********************************************************************
 OZ0048  DESIGNATION -  1 Y
 OZ0048  PID         -  OZ0048
 OZ0048  STATE/COUNTY-  ID/CUSTER
 OZ0048  USGS QUAD   -  HARRY CANYON (1967)
 OZ0048
 OZ0048                         *CURRENT SURVEY CONTROL
 OZ0048  ___________________________________________________________________
 OZ0048* NAD 83(1986)-  43 55 38.     (N)    114 07 06.     (W)     SCALED    
 OZ0048* NAVD 88     -      2107.147  (meters)    6913.20   (feet)  ADJUSTED  
 OZ0048  ___________________________________________________________________
 OZ0048  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OZ0048  DYNAMIC HT  -        2105.788 (meters)    6908.74  (feet)  COMP
 OZ0048  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 OZ0048
 OZ0048  VERT ORDER  -  FIRST     CLASS II
 OZ0048
 OZ0048.The horizontal coordinates were scaled from a topographic map and have
 OZ0048.an estimated accuracy of +/- 6 seconds.
 OZ0048
 OZ0048.The orthometric height was determined by differential leveling
 OZ0048.and adjusted by the National Geodetic Survey in June 1991..
 OZ0048
 OZ0048.The geoid height was determined by GEOID03.
 OZ0048
 OZ0048.The dynamic height is computed by dividing the NAVD 88
 OZ0048.geopotential number by the normal gravity value computed on the
 OZ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0048.degrees latitude (g = 980.6199 gals.).
 OZ0048
 OZ0048.The modeled gravity was interpolated from observed gravity values.
 OZ0048
 OZ0048;                    North         East    Units  Estimated Accuracy
 OZ0048;SPC ID C     -   251,120.      490,500.      MT  (+/- 180 meters Scaled)
 OZ0048
 OZ0048                          SUPERSEDED SURVEY CONTROL
 OZ0048
 OZ0048  NGVD 29 (??/??/92) 2105.835  (m)         6908.89   (f) ADJ UNCH    1 2
 OZ0048
 OZ0048.Superseded values are not recommended for survey control.
 OZ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0048.See file dsdata.txt to determine how the superseded data were derived.
 OZ0048
 OZ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ313678(NAD 83)
 OZ0048_MARKER: DD = SURVEY DISK
 OZ0048_SETTING: 80 = SET IN A BOULDER
 OZ0048_SP_SET: BOULDER
 OZ0048_STAMPING: 1 Y 1931
 OZ0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0048+STABILITY: SURFACE MOTION
 OZ0048
 OZ0048  HISTORY     - Date     Condition        Report By
 OZ0048  HISTORY     - 1931     MONUMENTED       USGS
 OZ0048  HISTORY     - 1984     MARK NOT FOUND   NGS
 OZ0048
 OZ0048                          STATION DESCRIPTION
 OZ0048
 OZ0048'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 OZ0048'16.5 MI SW FROM CHILLY.
 OZ0048'16.5 MILES SOUTHWEST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 OZ0048'JUNCTION OF STATE HIGHWAY 27 NEAR CHILLY, CUSTER COUNTY, 0.2 MILE
 OZ0048'SOUTHWEST OF THE LEMHI NATIONAL FOREST BOUNDARY, AT THE SOUTHEAST FORK
 OZ0048'OF A T-JUNCTION OF THE COPPER BASIN ROAD, 30 FEET SOUTHEAST OF THE
 OZ0048'CENTER LINE OF THE ROAD, IN THE TOP OF A GRANITE BOULDER MARKED BY THE
 OZ0048'PAINTED LETTERS US 6907.5 PBM, AND 2 FEET HIGHER THAN THE ROAD. A
 OZ0048'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1 Y 1931.
 OZ0048
 OZ0048                          STATION RECOVERY (1984)
 OZ0048
 OZ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OZ0048'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0237 ***********************************************************************
 OZ0237  DESIGNATION -  10
 OZ0237  PID         -  OZ0237
 OZ0237  STATE/COUNTY-  ID/CAMAS
 OZ0237  USGS QUAD   -  FAIRFIELD (1986)
 OZ0237
 OZ0237                         *CURRENT SURVEY CONTROL
 OZ0237  ___________________________________________________________________
 OZ0237* NAD 83(1986)-  43 20 31.     (N)    114 45 07.     (W)     SCALED    
 OZ0237* NAVD 88     -      1539.729  (meters)    5051.59   (feet)  ADJUSTED  
 OZ0237  ___________________________________________________________________
 OZ0237  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 OZ0237  DYNAMIC HT  -        1538.840 (meters)    5048.68  (feet)  COMP
 OZ0237  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 OZ0237
 OZ0237  VERT ORDER  -  SECOND    CLASS 0
 OZ0237
 OZ0237.The horizontal coordinates were scaled from a topographic map and have
 OZ0237.an estimated accuracy of +/- 6 seconds.
 OZ0237
 OZ0237.The orthometric height was determined by differential leveling
 OZ0237.and adjusted by the National Geodetic Survey in June 1991..
 OZ0237
 OZ0237.The geoid height was determined by GEOID03.
 OZ0237
 OZ0237.The dynamic height is computed by dividing the NAVD 88
 OZ0237.geopotential number by the normal gravity value computed on the
 OZ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0237.degrees latitude (g = 980.6199 gals.).
 OZ0237
 OZ0237.The modeled gravity was interpolated from observed gravity values.
 OZ0237
 OZ0237;                    North         East    Units  Estimated Accuracy
 OZ0237;SPC ID C     -   186,360.      439,030.      MT  (+/- 180 meters Scaled)
 OZ0237
 OZ0237                          SUPERSEDED SURVEY CONTROL
 OZ0237
 OZ0237  NGVD 29 (??/??/92) 1538.649  (m)         5048.05   (f) ADJ UNCH    2 0
 OZ0237
 OZ0237.Superseded values are not recommended for survey control.
 OZ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0237.See file dsdata.txt to determine how the superseded data were derived.
 OZ0237
 OZ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ822012(NAD 83)
 OZ0237_MARKER: DD = SURVEY DISK
 OZ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0237+STABILITY: SURFACE MOTION
 OZ0237
 OZ0237  HISTORY     - Date     Condition        Report By
 OZ0237  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0237  HISTORY     - 1950     GOOD             NGS
 OZ0237  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0237
 OZ0237                          STATION DESCRIPTION
 OZ0237
 OZ0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0237'2.3 MI E FROM FAIRFIELD.
 OZ0237'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0237'THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 68, 46 FEET SOUTHEAST OF THE
 OZ0237'CENTER OF THE T JUNCTION OF A DIRT ROAD LEADING NORTH, 43 FEET SOUTH
 OZ0237'OF THE CENTER LINE OF THE HIGHWAY, 12.1 FEET WEST OF A TELEPHONE POLE,
 OZ0237'6.3 FEET EAST OF THE EAST OF THE EAST END OF A WIRE GATE, 1.9 FEET
 OZ0237'SOUTH OF A WITNESS POST, 1.3 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH
 OZ0237'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 OZ0237'ABOVE THE GROUND.
 OZ0237
 OZ0237                          STATION RECOVERY (1981)
 OZ0237
 OZ0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0465 ***********************************************************************
 PY0465  DESIGNATION -  10
 PY0465  PID         -  PY0465
 PY0465  STATE/COUNTY-  ID/FREMONT
 PY0465  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0465
 PY0465                         *CURRENT SURVEY CONTROL
 PY0465  ___________________________________________________________________
 PY0465* NAD 83(1986)-  44 12 23.     (N)    111 20 13.     (W)     SCALED    
 PY0465* NAVD 88     -      1842.258  (meters)    6044.14   (feet)  POSTED    
 PY0465  ___________________________________________________________________
 PY0465  GEOID HEIGHT-          -9.96  (meters)                     GEOID03
 PY0465  DYNAMIC HT  -        1841.230 (meters)    6040.77  (feet)  COMP
 PY0465  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 PY0465
 PY0465  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0465
 PY0465.The horizontal coordinates were scaled from a topographic map and have
 PY0465.an estimated accuracy of +/- 6 seconds.
 PY0465
 PY0465.The orthometric height was determined by differential leveling
 PY0465.and adjusted by the National Geodetic Survey in 1992..
 PY0465.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0465.rate of 0.0 thru 1.0 mm/km.
 PY0465
 PY0465.The geoid height was determined by GEOID03.
 PY0465
 PY0465.The dynamic height is computed by dividing the NAVD 88
 PY0465.geopotential number by the normal gravity value computed on the
 PY0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0465.degrees latitude (g = 980.6199 gals.).
 PY0465
 PY0465.The modeled gravity was interpolated from observed gravity values.
 PY0465
 PY0465;                    North         East    Units  Estimated Accuracy
 PY0465;SPC ID E     -   282,460.      266,310.      MT  (+/- 180 meters Scaled)
 PY0465
 PY0465                          SUPERSEDED SURVEY CONTROL
 PY0465
 PY0465  NGVD 29 (??/??/92) 1841.081  (m)         6040.28   (f) ADJ UNCH    2 0
 PY0465
 PY0465.Superseded values are not recommended for survey control.
 PY0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0465.See file dsdata.txt to determine how the superseded data were derived.
 PY0465
 PY0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP730948(NAD 83)
 PY0465_MARKER: DD = SURVEY DISK
 PY0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0465_SP_SET: CULVERT
 PY0465_STAMPING: 10 6037.67 1932
 PY0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0465
 PY0465  HISTORY     - Date     Condition        Report By
 PY0465  HISTORY     - 1932     MONUMENTED       BPR
 PY0465
 PY0465                          STATION DESCRIPTION
 PY0465
 PY0465'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 PY0465'17.4 MI N FROM ASHTON.
 PY0465'17.4 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0465'1.0 MILE NORTH OF A ROAD LEADING WEST TO BIG FALLS, 0.9 MILE NORTH OF
 PY0465'WOOD ROAD 4, 13 FEET EAST OF THE HIGHWAY, 4 FEET NORTHWEST OF A WHITE
 PY0465'WOODEN WITNESS POST, AND IN THE CENTER OF THE TOP OF A ROCK HEAD WALL
 PY0465'OF A HIGHWAY CULVERT.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 PY0465'DISK, STAMPED 10 6037.67 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0465 ***********************************************************************
 SV0465  DESIGNATION -  10
 SV0465  PID         -  SV0465
 SV0465  STATE/COUNTY-  ID/KOOTENAI
 SV0465  USGS QUAD   -  LANE (1981)
 SV0465
 SV0465                         *CURRENT SURVEY CONTROL
 SV0465  ___________________________________________________________________
 SV0465* NAD 83(1986)-  47 37 24.     (N)    116 31 47.     (W)     SCALED    
 SV0465* NAVD 88     -       894.732  (meters)    2935.47   (feet)  ADJUSTED  
 SV0465  ___________________________________________________________________
 SV0465  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV0465  DYNAMIC HT  -         894.739 (meters)    2935.49  (feet)  COMP
 SV0465  MODELED GRAV-     980,589.7   (mgal)                       NAVD 88
 SV0465
 SV0465  VERT ORDER  -  SECOND    CLASS 0
 SV0465
 SV0465.The horizontal coordinates were scaled from a topographic map and have
 SV0465.an estimated accuracy of +/- 6 seconds.
 SV0465
 SV0465.The orthometric height was determined by differential leveling
 SV0465.and adjusted by the National Geodetic Survey in June 1991..
 SV0465
 SV0465.The geoid height was determined by GEOID03.
 SV0465
 SV0465.The dynamic height is computed by dividing the NAVD 88
 SV0465.geopotential number by the normal gravity value computed on the
 SV0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0465.degrees latitude (g = 980.6199 gals.).
 SV0465
 SV0465.The modeled gravity was interpolated from observed gravity values.
 SV0465
 SV0465;                    North         East    Units  Estimated Accuracy
 SV0465;SPC ID W     -   662,180.      741,400.      MT  (+/- 180 meters Scaled)
 SV0465
 SV0465                          SUPERSEDED SURVEY CONTROL
 SV0465
 SV0465  NGVD 29 (??/??/92)  893.604  (m)         2931.77   (f) ADJ UNCH    2 0
 SV0465
 SV0465.Superseded values are not recommended for survey control.
 SV0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0465.See file dsdata.txt to determine how the superseded data were derived.
 SV0465
 SV0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN353745(NAD 83)
 SV0465_MARKER: DD = SURVEY DISK
 SV0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0465_SP_SET: CULVERT
 SV0465_STAMPING: 10 1934 EQUA 2933.38 BK 2933.985 AH
 SV0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0465
 SV0465  HISTORY     - Date     Condition        Report By
 SV0465  HISTORY     - 1934     MONUMENTED       BPR
 SV0465  HISTORY     - 1935     GOOD             NGS
 SV0465  HISTORY     - 1980     MARK NOT FOUND   USGS
 SV0465
 SV0465                          STATION DESCRIPTION
 SV0465
 SV0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0465'13.8 MI NW FROM CATALDO.
 SV0465'13.8 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON-WASHINGTON
 SV0465'RAILROAD AND NAVIGATION COMPANY STATION AT CATALDO, KOOTENAI COUNTY,
 SV0465'0.5 MILE WEST OF THE HIGHWAY TUNNEL AT THE SUMMIT OF FOURTH OF JULY
 SV0465'CANYON, ABOUT 400 FEET EAST OF THE JUNCTION OF A ROAD LEADING NORTH TO
 SV0465'LAKES DIVIDE AND COPPER MOUNTAIN, 330 FEET WEST OF THE WEST END OF A
 SV0465'GUARDRAIL AT A SHARP CURVE, 25 FEET NORTH OF THE CENTERLINE OF THE
 SV0465'HIGHWAY, AT A CORRUGATED-IRON PIPE CULVERT AT THE JUNCTION OF A ROAD
 SV0465'LEADING WEST UPHILL, AND IN THE TOP OF THE CONCRETE HEADWALL.  A
 SV0465'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 10 1934
 SV0465'EQUA 2933.38 BK 2933.985 AH.
 SV0465
 SV0465                          STATION RECOVERY (1980)
 SV0465
 SV0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0458 ***********************************************************************
 SU0458  DESIGNATION -  10
 SU0458  PID         -  SU0458
 SU0458  STATE/COUNTY-  ID/SHOSHONE
 SU0458  USGS QUAD   -  SHEFOOT MOUNTAIN (1995)
 SU0458
 SU0458                         *CURRENT SURVEY CONTROL
 SU0458  ___________________________________________________________________
 SU0458* NAD 83(1986)-  47 20 27.     (N)    115 44 43.     (W)     SCALED    
 SU0458* NAVD 88     -       942.986  (meters)    3093.78   (feet)  ADJUSTED  
 SU0458  ___________________________________________________________________
 SU0458  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 SU0458  DYNAMIC HT  -         942.910 (meters)    3093.53  (feet)  COMP
 SU0458  MODELED GRAV-     980,501.6   (mgal)                       NAVD 88
 SU0458
 SU0458  VERT ORDER  -  SECOND    CLASS 0
 SU0458
 SU0458.The horizontal coordinates were scaled from a topographic map and have
 SU0458.an estimated accuracy of +/- 6 seconds.
 SU0458
 SU0458.The orthometric height was determined by differential leveling
 SU0458.and adjusted by the National Geodetic Survey in June 1991..
 SU0458
 SU0458.The geoid height was determined by GEOID03.
 SU0458
 SU0458.The dynamic height is computed by dividing the NAVD 88
 SU0458.geopotential number by the normal gravity value computed on the
 SU0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0458.degrees latitude (g = 980.6199 gals.).
 SU0458
 SU0458.The modeled gravity was interpolated from observed gravity values.
 SU0458
 SU0458;                    North         East    Units  Estimated Accuracy
 SU0458;SPC ID W     -   630,480.      800,360.      MT  (+/- 180 meters Scaled)
 SU0458
 SU0458                          SUPERSEDED SURVEY CONTROL
 SU0458
 SU0458  NGVD 29 (??/??/92)  941.798  (m)         3089.88   (f) ADJ UNCH    2 0
 SU0458
 SU0458.Superseded values are not recommended for survey control.
 SU0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0458.See file dsdata.txt to determine how the superseded data were derived.
 SU0458
 SU0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN947438(NAD 83)
 SU0458_MARKER: DD = SURVEY DISK
 SU0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0458_SP_SET: RETAINING WALL
 SU0458_STAMPING: 3093 1911 10
 SU0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0458
 SU0458  HISTORY     - Date     Condition        Report By
 SU0458  HISTORY     - 1911     MONUMENTED       USGS
 SU0458  HISTORY     - 1963     GOOD             NGS
 SU0458
 SU0458                          STATION DESCRIPTION
 SU0458
 SU0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SU0458'8.6 MI N FROM AVERY.
 SU0458'8.6 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SU0458'RAILROAD FROM THE STATION AT AVERY, 465 FEET EAST OF THE EAST END OF
 SU0458'TUNNEL NO. 31, 166 FEET EAST OF A WARNING LIGHT, 18 FEET NORTH OF A
 SU0458'ROCK CLIFF WITH THE THE LETTERS B M PAINTED ON IT, 8 FEET NORTH OF THE
 SU0458'CENTER OF THE TRACKS, IN THE TOP OF THE RETAINING WALL AND 1 FOOT EAST
 SU0458'OF THE WEST END OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0353 ***********************************************************************
 NT0353  DESIGNATION -  10
 NT0353  PID         -  NT0353
 NT0353  STATE/COUNTY-  ID/FRANKLIN
 NT0353  USGS QUAD   -  FRANKLIN (1969)
 NT0353
 NT0353                         *CURRENT SURVEY CONTROL
 NT0353  ___________________________________________________________________
 NT0353* NAD 83(1986)-  42 03 51.     (N)    111 50 04.     (W)     SCALED    
 NT0353* NAVD 88     -      1401.945  (meters)    4599.55   (feet)  ADJUSTED  
 NT0353  ___________________________________________________________________
 NT0353  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NT0353  DYNAMIC HT  -        1400.973 (meters)    4596.36  (feet)  COMP
 NT0353  MODELED GRAV-     979,880.5   (mgal)                       NAVD 88
 NT0353
 NT0353  VERT ORDER  -  SECOND    CLASS 0
 NT0353
 NT0353.The horizontal coordinates were scaled from a topographic map and have
 NT0353.an estimated accuracy of +/- 6 seconds.
 NT0353
 NT0353.The orthometric height was determined by differential leveling
 NT0353.and adjusted by the National Geodetic Survey in June 1991..
 NT0353
 NT0353.The geoid height was determined by GEOID03.
 NT0353
 NT0353.The dynamic height is computed by dividing the NAVD 88
 NT0353.geopotential number by the normal gravity value computed on the
 NT0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0353.degrees latitude (g = 980.6199 gals.).
 NT0353
 NT0353.The modeled gravity was interpolated from observed gravity values.
 NT0353
 NT0353;                    North         East    Units  Estimated Accuracy
 NT0353;SPC ID E     -    44,200.      227,500.      MT  (+/- 180 meters Scaled)
 NT0353
 NT0353                          SUPERSEDED SURVEY CONTROL
 NT0353
 NT0353  NGVD 29 (??/??/92) 1400.92   (m)         4596.2    (f) COMPUTED    2 0
 NT0353
 NT0353.Superseded values are not recommended for survey control.
 NT0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0353.See file dsdata.txt to determine how the superseded data were derived.
 NT0353
 NT0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM309572(NAD 83)
 NT0353_MARKER: DD = SURVEY DISK
 NT0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0353_STAMPING: 10
 NT0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0353+STABILITY: SURFACE MOTION
 NT0353
 NT0353  HISTORY     - Date     Condition        Report By
 NT0353  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0353  HISTORY     - 1951     GOOD             NGS
 NT0353
 NT0353                          STATION DESCRIPTION
 NT0353
 NT0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0353'3.3 MI SE FROM PRESTON.
 NT0353'3.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 91 FROM THE FRANKLIN COUNTY
 NT0353'COURTHOUSE IN PRESTON, AT THE EXTREME SOUTHEAST END OF A STOCK LANE,
 NT0353'102 1/2 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE CENTER OF A
 NT0353'DOUBLE BOARD GATE, 50.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 NT0353'HIGHWAY, 0.4 FEET NORTHEAST OF A FENCE, 2.1 FEET NORTHWEST OF A
 NT0353'WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 NT0353'OF A CONCRETE POST PROJECTING 0.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0206 ***********************************************************************
 RA0206  DESIGNATION -  10 A
 RA0206  PID         -  RA0206
 RA0206  STATE/COUNTY-  ID/IDAHO
 RA0206  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0206
 RA0206                         *CURRENT SURVEY CONTROL
 RA0206  ___________________________________________________________________
 RA0206* NAD 83(1986)-  45 25 17.     (N)    116 01 35.     (W)     SCALED    
 RA0206* NAVD 88     -       616.580  (meters)    2022.90   (feet)  ADJUSTED  
 RA0206  ___________________________________________________________________
 RA0206  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 RA0206  DYNAMIC HT  -         616.406 (meters)    2022.33  (feet)  COMP
 RA0206  MODELED GRAV-     980,317.1   (mgal)                       NAVD 88
 RA0206
 RA0206  VERT ORDER  -  SECOND    CLASS 0
 RA0206
 RA0206.The horizontal coordinates were scaled from a topographic map and have
 RA0206.an estimated accuracy of +/- 6 seconds.
 RA0206
 RA0206.The orthometric height was determined by differential leveling
 RA0206.and adjusted by the National Geodetic Survey in June 1991..
 RA0206
 RA0206.The geoid height was determined by GEOID03.
 RA0206
 RA0206.The dynamic height is computed by dividing the NAVD 88
 RA0206.geopotential number by the normal gravity value computed on the
 RA0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0206.degrees latitude (g = 980.6199 gals.).
 RA0206
 RA0206.The modeled gravity was interpolated from observed gravity values.
 RA0206
 RA0206;                    North         East    Units  Estimated Accuracy
 RA0206;SPC ID W     -   417,170.      778,370.      MT  (+/- 180 meters Scaled)
 RA0206
 RA0206                          SUPERSEDED SURVEY CONTROL
 RA0206
 RA0206  NGVD 29 (??/??/92)  615.474  (m)         2019.27   (f) ADJ UNCH    2 0
 RA0206
 RA0206.Superseded values are not recommended for survey control.
 RA0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0206.See file dsdata.txt to determine how the superseded data were derived.
 RA0206
 RA0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL761302(NAD 83)
 RA0206_MARKER: DD = SURVEY DISK
 RA0206_SETTING: 80 = SET IN A BOULDER
 RA0206_SP_SET: BOULDER
 RA0206_STAMPING: 10 A 1938
 RA0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0206+STABILITY: SURFACE MOTION
 RA0206
 RA0206  HISTORY     - Date     Condition        Report By
 RA0206  HISTORY     - 1938     MONUMENTED       USGS
 RA0206  HISTORY     - 1959     GOOD             NGS
 RA0206
 RA0206                          STATION DESCRIPTION
 RA0206
 RA0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RA0206'0.15 MI S FROM FRENCH CREEK.
 RA0206'0.15 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ABANDONED LODGE AT FRENCH
 RA0206'CREEK, AT THE NORTH END OF A CURVE, IN TOP OF A 2-BY 3-FOOT EMBEDDED
 RA0206'GRANITE BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 25 1/2
 RA0206'FEET EAST OF THE CENTER LINE OF THE ROAD, 163 FEET NORTH OF THE CENTER
 RA0206'OF THE POINT OF A BOULDER AT THE CENTER OF A SHARP CURVE, 1.8 FEET
 RA0206'SOUTH-SOUTHEAST OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE
 RA0206'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0479 ***********************************************************************
 NW0479  DESIGNATION -  10 EMH
 NW0479  PID         -  NW0479
 NW0479  STATE/COUNTY-  ID/OWYHEE
 NW0479  USGS QUAD   -  HURRY UP CREEK (1973)
 NW0479
 NW0479                         *CURRENT SURVEY CONTROL
 NW0479  ___________________________________________________________________
 NW0479* NAD 83(1986)-  42 43 55.     (N)    116 31 09.     (W)     SCALED    
 NW0479* NAVD 88     -      1837.092  (meters)    6027.19   (feet)  POSTED    
 NW0479  ___________________________________________________________________
 NW0479  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 NW0479  DYNAMIC HT  -        1835.900 (meters)    6023.28  (feet)  COMP
 NW0479  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 NW0479
 NW0479  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0479
 NW0479.The horizontal coordinates were scaled from a topographic map and have
 NW0479.an estimated accuracy of +/- 6 seconds.
 NW0479
 NW0479.The orthometric height was determined by differential leveling
 NW0479.and adjusted by the National Geodetic Survey in 1992..
 NW0479.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0479.rate of 0.0 thru 1.0 mm/km.
 NW0479
 NW0479.The geoid height was determined by GEOID03.
 NW0479
 NW0479.The dynamic height is computed by dividing the NAVD 88
 NW0479.geopotential number by the normal gravity value computed on the
 NW0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0479.degrees latitude (g = 980.6199 gals.).
 NW0479
 NW0479.The modeled gravity was interpolated from observed gravity values.
 NW0479
 NW0479;                    North         East    Units  Estimated Accuracy
 NW0479;SPC ID W     -   118,610.      737,010.      MT  (+/- 180 meters Scaled)
 NW0479
 NW0479                          SUPERSEDED SURVEY CONTROL
 NW0479
 NW0479.No superseded survey control is available for this station.
 NW0479
 NW0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH393311(NAD 83)
 NW0479_MARKER: DD = SURVEY DISK
 NW0479_SETTING: 66 = SET IN ROCK OUTCROP
 NW0479_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0479_STAMPING: 10 EMH 1972 6023
 NW0479_MARK LOGO: USGS  
 NW0479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0479+STABILITY: POSITION/ELEVATION WELL
 NW0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0479+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0479
 NW0479  HISTORY     - Date     Condition        Report By
 NW0479  HISTORY     - 1972     MONUMENTED       USGS
 NW0479
 NW0479                          STATION DESCRIPTION
 NW0479
 NW0479'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0479'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0479'ROAD, THENCE 9.0 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, ABOUT 0.4
 NW0479'MILES NORTHWEST OF THE INTERSECTION OF A ROAD FORK WEST AND A TRACK
 NW0479'ROAD SOUTHEAST, ABOUT 0.1 MILE SOUTHEAST OF WHERE THE ROAD PASSES
 NW0479'THROUGH A PROMINENT GROUP OF TREES, 27 FEET SOUTHWEST AND ABOUT LEVEL
 NW0479'WITH THE ROAD, SET IN A ROCK OUTCROP PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0436 ***********************************************************************
 NW0436  DESIGNATION -  10 FMK
 NW0436  PID         -  NW0436
 NW0436  STATE/COUNTY-  ID/OWYHEE
 NW0436  USGS QUAD   -  FLINT (1990)
 NW0436
 NW0436                         *CURRENT SURVEY CONTROL
 NW0436  ___________________________________________________________________
 NW0436* NAD 83(1986)-  42 53 23.     (N)    116 52 12.     (W)     SCALED    
 NW0436* NAVD 88     -      1414.767  (meters)    4641.61   (feet)  POSTED    
 NW0436  ___________________________________________________________________
 NW0436  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 NW0436  DYNAMIC HT  -        1413.900 (meters)    4638.77  (feet)  COMP
 NW0436  MODELED GRAV-     979,957.5   (mgal)                       NAVD 88
 NW0436
 NW0436  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0436
 NW0436.The horizontal coordinates were scaled from a topographic map and have
 NW0436.an estimated accuracy of +/- 6 seconds.
 NW0436
 NW0436.The orthometric height was determined by differential leveling
 NW0436.and adjusted by the National Geodetic Survey in 1992..
 NW0436.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0436.rate of 1.1 thru 2.0 mm/km.
 NW0436
 NW0436.The geoid height was determined by GEOID03.
 NW0436
 NW0436.The dynamic height is computed by dividing the NAVD 88
 NW0436.geopotential number by the normal gravity value computed on the
 NW0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0436.degrees latitude (g = 980.6199 gals.).
 NW0436
 NW0436.The modeled gravity was interpolated from observed gravity values.
 NW0436
 NW0436;                    North         East    Units  Estimated Accuracy
 NW0436;SPC ID W     -   136,460.      708,520.      MT  (+/- 180 meters Scaled)
 NW0436
 NW0436                          SUPERSEDED SURVEY CONTROL
 NW0436
 NW0436  NGVD 29 (??/??/92) 1413.57   (m)         4637.7    (f) COMPUTED    2 0
 NW0436
 NW0436.Superseded values are not recommended for survey control.
 NW0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0436.See file dsdata.txt to determine how the superseded data were derived.
 NW0436
 NW0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH106485(NAD 83)
 NW0436_MARKER: DD = SURVEY DISK
 NW0436_SETTING: 66 = SET IN ROCK OUTCROP
 NW0436_SP_SET: ROCK OUTCROP
 NW0436_STAMPING: 10 FMK 1964
 NW0436_MARK LOGO: USGS  
 NW0436_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0436+STABILITY: POSITION/ELEVATION WELL
 NW0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0436+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0436
 NW0436  HISTORY     - Date     Condition        Report By
 NW0436  HISTORY     - 1964     MONUMENTED       USGS
 NW0436
 NW0436                          STATION DESCRIPTION
 NW0436
 NW0436'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0436'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0436'SOUTHEAST ALONG COUNTY ROAD, THENCE 10.0 MILES SOUTHEAST ALONG FLINT
 NW0436'CREEK ROAD, 121 FEET NORTH OF A RANCH DRIVEWAY, 79 FEET WEST OF THE
 NW0436'CENTERLINE OF THE ROAD, 44 FEET EAST OF A FENCE, ON THE EAST EDGE OF A
 NW0436'SMALL DRAIN, 7 FEET SOUTH OF A WITNESS POST, IN A ROCK OUTCROP FLUSH
 NW0436'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0534 ***********************************************************************
 NW0534  DESIGNATION -  10 MDC
 NW0534  PID         -  NW0534
 NW0534  STATE/COUNTY-  ID/OWYHEE
 NW0534  USGS QUAD   -  FAIRYLAWN (1973)
 NW0534
 NW0534                         *CURRENT SURVEY CONTROL
 NW0534  ___________________________________________________________________
 NW0534* NAD 83(1986)-  42 35 32.     (N)    116 58 52.     (W)     SCALED    
 NW0534* NAVD 88     -      1457.754  (meters)    4782.65   (feet)  POSTED    
 NW0534  ___________________________________________________________________
 NW0534  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 NW0534  DYNAMIC HT  -        1456.860 (meters)    4779.71  (feet)  COMP
 NW0534  MODELED GRAV-     979,956.9   (mgal)                       NAVD 88
 NW0534
 NW0534  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0534
 NW0534.The horizontal coordinates were scaled from a topographic map and have
 NW0534.an estimated accuracy of +/- 6 seconds.
 NW0534
 NW0534.The orthometric height was determined by differential leveling
 NW0534.and adjusted by the National Geodetic Survey in 1992..
 NW0534.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0534.rate of 0.0 thru 1.0 mm/km.
 NW0534
 NW0534.The geoid height was determined by GEOID03.
 NW0534
 NW0534.The dynamic height is computed by dividing the NAVD 88
 NW0534.geopotential number by the normal gravity value computed on the
 NW0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0534.degrees latitude (g = 980.6199 gals.).
 NW0534
 NW0534.The modeled gravity was interpolated from observed gravity values.
 NW0534
 NW0534;                    North         East    Units  Estimated Accuracy
 NW0534;SPC ID W     -   103,540.      698,960.      MT  (+/- 180 meters Scaled)
 NW0534
 NW0534                          SUPERSEDED SURVEY CONTROL
 NW0534
 NW0534  NGVD 29 (??/??/92) 1456.60   (m)         4778.9    (f) COMPUTED    2 0
 NW0534
 NW0534.Superseded values are not recommended for survey control.
 NW0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0534.See file dsdata.txt to determine how the superseded data were derived.
 NW0534
 NW0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH015155(NAD 83)
 NW0534_MARKER: DD = SURVEY DISK
 NW0534_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NW0534_SP_SET: BRIDGE ABUTMENT
 NW0534_STAMPING: 10 MDC 1973 4779
 NW0534_MARK LOGO: USGS  
 NW0534_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0534+STABILITY: SURFACE MOTION
 NW0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0534+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0534
 NW0534  HISTORY     - Date     Condition        Report By
 NW0534  HISTORY     - 1973     MONUMENTED       USGS
 NW0534
 NW0534                          STATION DESCRIPTION
 NW0534
 NW0534'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0534'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0534'SOUTH ALONG A GRAVELED ROAD, THENCE 10.0 MILES SOUTH ALONG A DIRT ROAD
 NW0534'TOWARD GRANDVIEW, IDAHO, AT A BRIDGE OVER THE NORTH FORK OF THE OWYHEE
 NW0534'RIVER, 11 FEET WEST OF THE CENTERLINE OF THE ROAD, CEMENTED IN THE
 NW0534'NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0265 ***********************************************************************
 NT0265  DESIGNATION -  100
 NT0265  PID         -  NT0265
 NT0265  STATE/COUNTY-  ID/BEAR LAKE
 NT0265  USGS QUAD   -  OVID (1967)
 NT0265
 NT0265                         *CURRENT SURVEY CONTROL
 NT0265  ___________________________________________________________________
 NT0265* NAD 83(1986)-  42 17 29.     (N)    111 24 27.     (W)     SCALED    
 NT0265* NAVD 88     -      1813.035  (meters)    5948.27   (feet)  ADJUSTED  
 NT0265  ___________________________________________________________________
 NT0265  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 NT0265  DYNAMIC HT  -        1811.663 (meters)    5943.76  (feet)  COMP
 NT0265  MODELED GRAV-     979,801.2   (mgal)                       NAVD 88
 NT0265
 NT0265  VERT ORDER  -  SECOND    CLASS 0
 NT0265
 NT0265.The horizontal coordinates were scaled from a topographic map and have
 NT0265.an estimated accuracy of +/- 6 seconds.
 NT0265
 NT0265.The orthometric height was determined by differential leveling
 NT0265.and adjusted by the National Geodetic Survey in June 1991..
 NT0265
 NT0265.The geoid height was determined by GEOID03.
 NT0265
 NT0265.The dynamic height is computed by dividing the NAVD 88
 NT0265.geopotential number by the normal gravity value computed on the
 NT0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0265.degrees latitude (g = 980.6199 gals.).
 NT0265
 NT0265.The modeled gravity was interpolated from observed gravity values.
 NT0265
 NT0265;                    North         East    Units  Estimated Accuracy
 NT0265;SPC ID E     -    69,670.      262,610.      MT  (+/- 180 meters Scaled)
 NT0265
 NT0265                          SUPERSEDED SURVEY CONTROL
 NT0265
 NT0265  NGVD 29 (??/??/92) 1811.819  (m)         5944.28   (f) ADJ UNCH    2 0
 NT0265
 NT0265.Superseded values are not recommended for survey control.
 NT0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0265.See file dsdata.txt to determine how the superseded data were derived.
 NT0265
 NT0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM664822(NAD 83)
 NT0265_MARKER: DD = SURVEY DISK
 NT0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0265_STAMPING: 100
 NT0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0265+STABILITY: SURFACE MOTION
 NT0265
 NT0265  HISTORY     - Date     Condition        Report By
 NT0265  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0265  HISTORY     - 1951     GOOD             NGS
 NT0265
 NT0265                          STATION DESCRIPTION
 NT0265
 NT0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0265'0.5 MI NW FROM OVID.
 NT0265'0.5 MILE NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM THE OVID SCHOOL,
 NT0265'AT A T JUNCTION IN A FENCE LINE, ABOUT 45 YARDS SOUTHWEST OF A SMALL
 NT0265'STUCCO HOUSE, 39 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 NT0265'0.7 FEET WEST OF A T IN A FENCE, 1.8 FEET NORTH OF A WITNESS POST, AND
 NT0265'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NT0265'GROUND, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0411 ***********************************************************************
 OZ0411  DESIGNATION -  100 E
 OZ0411  PID         -  OZ0411
 OZ0411  STATE/COUNTY-  ID/BOISE
 OZ0411  USGS QUAD   -  BEAR RIVER (1972)
 OZ0411
 OZ0411                         *CURRENT SURVEY CONTROL
 OZ0411  ___________________________________________________________________
 OZ0411* NAD 83(1986)-  43 55 15.     (N)    115 29 43.     (W)     SCALED    
 OZ0411* NAVD 88     -      1574.122  (meters)    5164.43   (feet)  ADJUSTED  
 OZ0411  ___________________________________________________________________
 OZ0411  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 OZ0411  DYNAMIC HT  -        1573.278 (meters)    5161.66  (feet)  COMP
 OZ0411  MODELED GRAV-     980,027.2   (mgal)                       NAVD 88
 OZ0411
 OZ0411  VERT ORDER  -  SECOND    CLASS 0
 OZ0411
 OZ0411.The horizontal coordinates were scaled from a topographic map and have
 OZ0411.an estimated accuracy of +/- 6 seconds.
 OZ0411
 OZ0411.The orthometric height was determined by differential leveling
 OZ0411.and adjusted by the National Geodetic Survey in June 1991..
 OZ0411
 OZ0411.The geoid height was determined by GEOID03.
 OZ0411
 OZ0411.The dynamic height is computed by dividing the NAVD 88
 OZ0411.geopotential number by the normal gravity value computed on the
 OZ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0411.degrees latitude (g = 980.6199 gals.).
 OZ0411
 OZ0411.The modeled gravity was interpolated from observed gravity values.
 OZ0411
 OZ0411;                    North         East    Units  Estimated Accuracy
 OZ0411;SPC ID W     -   250,430.      820,460.      MT  (+/- 180 meters Scaled)
 OZ0411
 OZ0411                          SUPERSEDED SURVEY CONTROL
 OZ0411
 OZ0411  NGVD 29 (??/??/92) 1572.946  (m)         5160.57   (f) ADJ UNCH    2 0
 OZ0411
 OZ0411.Superseded values are not recommended for survey control.
 OZ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0411.See file dsdata.txt to determine how the superseded data were derived.
 OZ0411
 OZ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ208641(NAD 83)
 OZ0411_MARKER: DD = SURVEY DISK
 OZ0411_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0411_SP_SET: ROCKY POINT
 OZ0411_STAMPING: 100 E 1936
 OZ0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0411+STABILITY: POSITION/ELEVATION WELL
 OZ0411
 OZ0411  HISTORY     - Date     Condition        Report By
 OZ0411  HISTORY     - 1936     MONUMENTED       USGS
 OZ0411  HISTORY     - 1950     GOOD             NGS
 OZ0411
 OZ0411                          STATION DESCRIPTION
 OZ0411
 OZ0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0411'7.9 MI W FROM DEER PARK GUARD STATION.
 OZ0411'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0411'THENCE 7.5 MILES WEST ALONG A FOREST SERVICE ROAD, IN THE TOP OF A
 OZ0411'BOULDER, AT THE APPROXIMATE CENTER OF A S CURVE, ON THE SOUTH SIDE OF
 OZ0411'A ROCKY POINT, ON THE SOUTHEAST SLOPE OF A HILL, 57 1/2 FEET WEST OF
 OZ0411'AND ACROSS A SMALL STREAM FROM THE CENTER LINE OF THE ROAD, 26 FEET
 OZ0411'NORTHEAST OF A 30-INCH PINE TREE, AND MARKED BY THE WHITE PAINTED
 OZ0411'LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0264 ***********************************************************************
 NT0264  DESIGNATION -  101
 NT0264  PID         -  NT0264
 NT0264  STATE/COUNTY-  ID/BEAR LAKE
 NT0264  USGS QUAD   -  OVID (1967)
 NT0264
 NT0264                         *CURRENT SURVEY CONTROL
 NT0264  ___________________________________________________________________
 NT0264* NAD 83(1986)-  42 17 42.     (N)    111 24 34.     (W)     SCALED    
 NT0264* NAVD 88     -      1812.498  (meters)    5946.50   (feet)  ADJUSTED  
 NT0264  ___________________________________________________________________
 NT0264  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 NT0264  DYNAMIC HT  -        1811.129 (meters)    5942.01  (feet)  COMP
 NT0264  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 NT0264
 NT0264  VERT ORDER  -  SECOND    CLASS 0
 NT0264
 NT0264.The horizontal coordinates were scaled from a topographic map and have
 NT0264.an estimated accuracy of +/- 6 seconds.
 NT0264
 NT0264.The orthometric height was determined by differential leveling
 NT0264.and adjusted by the National Geodetic Survey in June 1991..
 NT0264
 NT0264.The geoid height was determined by GEOID03.
 NT0264
 NT0264.The dynamic height is computed by dividing the NAVD 88
 NT0264.geopotential number by the normal gravity value computed on the
 NT0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0264.degrees latitude (g = 980.6199 gals.).
 NT0264
 NT0264.The modeled gravity was interpolated from observed gravity values.
 NT0264
 NT0264;                    North         East    Units  Estimated Accuracy
 NT0264;SPC ID E     -    70,070.      262,440.      MT  (+/- 180 meters Scaled)
 NT0264
 NT0264                          SUPERSEDED SURVEY CONTROL
 NT0264
 NT0264  NGVD 29 (??/??/92) 1811.285  (m)         5942.52   (f) ADJ UNCH    2 0
 NT0264
 NT0264.Superseded values are not recommended for survey control.
 NT0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0264.See file dsdata.txt to determine how the superseded data were derived.
 NT0264
 NT0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM662826(NAD 83)
 NT0264_MARKER: DD = SURVEY DISK
 NT0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0264_STAMPING: 101
 NT0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0264+STABILITY: SURFACE MOTION
 NT0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0264+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2002
 NT0264
 NT0264  HISTORY     - Date     Condition        Report By
 NT0264  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0264  HISTORY     - 1951     GOOD             NGS
 NT0264  HISTORY     - 20020707 GOOD             IDTD
 NT0264
 NT0264                          STATION DESCRIPTION
 NT0264
 NT0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0264'0.8 MI NW FROM OVID.
 NT0264'0.8 MILE NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM THE OVID SCHOOL,
 NT0264'ON THE OUTSIDE AND AT THE NORTHWEST END OF A CURVE, ABOUT 90 YARDS
 NT0264'SOUTHEAST OF A LARGE GALVANIZED METAL TANK, 41.5 FEET NORTHEAST OF THE
 NT0264'CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A WIRE FENCE, 2.8 FEET
 NT0264'NORTH OF THE WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 NT0264'PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE
 NT0264'ROAD.
 NT0264
 NT0264                          STATION RECOVERY (2002)
 NT0264
 NT0264'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 NT0264'0.8 MILES NORTHWEST ALONG SH-36 FROM THE OLD OVID SCHOOL, NORTHEAST OF
 NT0264'MILEPOST 33.05, ON THE OUTSIDE AND AT THE NORTHWEST END OF A CURVE,
 NT0264'ABOUT 50 FEET NORTHEAST OF THE HIGHWAY CENTERLINE, 1.5 FEET NORTHEAST
 NT0264'OF A FENCE, PROJECTING 0.8 FEET ABOVE THE GROUND, AND ABOUT 6 FEET
 NT0264'LOWER THAN THE ROAD.  THERE IS NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0416 ***********************************************************************
 OZ0416  DESIGNATION -  101 E
 OZ0416  PID         -  OZ0416
 OZ0416  STATE/COUNTY-  ID/BOISE
 OZ0416  USGS QUAD   -  BEAR RIVER (1972)
 OZ0416
 OZ0416                         *CURRENT SURVEY CONTROL
 OZ0416  ___________________________________________________________________
 OZ0416* NAD 83(1986)-  43 56 20.     (N)    115 29 03.     (W)     SCALED    
 OZ0416* NAVD 88     -      1799.970  (meters)    5905.40   (feet)  ADJUSTED  
 OZ0416  ___________________________________________________________________
 OZ0416  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 OZ0416  DYNAMIC HT  -        1798.983 (meters)    5902.16  (feet)  COMP
 OZ0416  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 OZ0416
 OZ0416  VERT ORDER  -  SECOND    CLASS 0
 OZ0416
 OZ0416.The horizontal coordinates were scaled from a topographic map and have
 OZ0416.an estimated accuracy of +/- 6 seconds.
 OZ0416
 OZ0416.The orthometric height was determined by differential leveling
 OZ0416.and adjusted by the National Geodetic Survey in June 1991..
 OZ0416
 OZ0416.The geoid height was determined by GEOID03.
 OZ0416
 OZ0416.The dynamic height is computed by dividing the NAVD 88
 OZ0416.geopotential number by the normal gravity value computed on the
 OZ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0416.degrees latitude (g = 980.6199 gals.).
 OZ0416
 OZ0416.The modeled gravity was interpolated from observed gravity values.
 OZ0416
 OZ0416;                    North         East    Units  Estimated Accuracy
 OZ0416;SPC ID W     -   252,440.      821,340.      MT  (+/- 180 meters Scaled)
 OZ0416
 OZ0416                          SUPERSEDED SURVEY CONTROL
 OZ0416
 OZ0416  NGVD 29 (??/??/92) 1798.787  (m)         5901.52   (f) ADJ UNCH    2 0
 OZ0416
 OZ0416.Superseded values are not recommended for survey control.
 OZ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0416.See file dsdata.txt to determine how the superseded data were derived.
 OZ0416
 OZ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ216662(NAD 83)
 OZ0416_MARKER: DD = SURVEY DISK
 OZ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0416_STAMPING: 101 E 1936
 OZ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0416+STABILITY: SURFACE MOTION
 OZ0416
 OZ0416  HISTORY     - Date     Condition        Report By
 OZ0416  HISTORY     - 1936     MONUMENTED       USGS
 OZ0416  HISTORY     - 1950     GOOD             NGS
 OZ0416
 OZ0416                          STATION DESCRIPTION
 OZ0416
 OZ0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0416'8.3 MI E FROM BEAVER CREEK GUARD STATION.
 OZ0416'8.3 MILES EAST ALONG A FOREST SERVICE ROAD FROM THE BEAVER CREEK GUARD
 OZ0416'STATION, AT THE SUMMIT BETWEEN LITTLE OWL CREEK AND WILLOW CREEK, 38
 OZ0416'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 22 1/2 FFET EAST OF
 OZ0416'A 16-INCH PINE TREE WITH A DEEP BLAZE, 10 1/2 FEET NORTHWEST OF A
 OZ0416'16-INCH PINE TREE MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS US
 OZ0416'5902/5 PBM, 1.8 FEET SOUTHWEST OF A WITESS POST, ABOUT 5 FEET HIGHER
 OZ0416'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 OZ0416'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0115 ***********************************************************************
 RA0115  DESIGNATION -  10.2
 RA0115  PID         -  RA0115
 RA0115  STATE/COUNTY-  ID/IDAHO
 RA0115  USGS QUAD   -  GRAVE POINT (1963)
 RA0115
 RA0115                         *CURRENT SURVEY CONTROL
 RA0115  ___________________________________________________________________
 RA0115* NAD 83(1986)-  45 37 54.     (N)    116 28 26.     (W)     SCALED    
 RA0115* NAVD 88     -       347.736  (meters)    1140.86   (feet)  ADJUSTED  
 RA0115  ___________________________________________________________________
 RA0115  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 RA0115  DYNAMIC HT  -         347.659 (meters)    1140.61  (feet)  COMP
 RA0115  MODELED GRAV-     980,387.7   (mgal)                       NAVD 88
 RA0115
 RA0115  VERT ORDER  -  SECOND    CLASS 0
 RA0115
 RA0115.The horizontal coordinates were scaled from a topographic map and have
 RA0115.an estimated accuracy of +/- 6 seconds.
 RA0115
 RA0115.The orthometric height was determined by differential leveling
 RA0115.and adjusted by the National Geodetic Survey in June 1991..
 RA0115
 RA0115.The geoid height was determined by GEOID03.
 RA0115
 RA0115.The dynamic height is computed by dividing the NAVD 88
 RA0115.geopotential number by the normal gravity value computed on the
 RA0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0115.degrees latitude (g = 980.6199 gals.).
 RA0115
 RA0115.The modeled gravity was interpolated from observed gravity values.
 RA0115
 RA0115;                    North         East    Units  Estimated Accuracy
 RA0115;SPC ID W     -   440,760.      743,560.      MT  (+/- 180 meters Scaled)
 RA0115
 RA0115                          SUPERSEDED SURVEY CONTROL
 RA0115
 RA0115  NGVD 29 (??/??/92)  346.644  (m)         1137.28   (f) ADJ UNCH    2 0
 RA0115
 RA0115.Superseded values are not recommended for survey control.
 RA0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0115.See file dsdata.txt to determine how the superseded data were derived.
 RA0115
 RA0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL410532(NAD 83)
 RA0115_MARKER: B = BOLT
 RA0115_SETTING: 80 = SET IN A BOULDER
 RA0115_SP_SET: BOULDER
 RA0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0115+STABILITY: SURFACE MOTION
 RA0115
 RA0115  HISTORY     - Date     Condition        Report By
 RA0115  HISTORY     - UNK      MONUMENTED       USGS
 RA0115  HISTORY     - 1969     MARK NOT FOUND   NGS
 RA0115
 RA0115                          STATION DESCRIPTION
 RA0115
 RA0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 RA0115'20 MI SW FROM WHITE BIRD.
 RA0115'ABOUT 0.8 MILE NORTH ALONG THE SNAKE RIVER FROM THE BOAT LANDING AT
 RA0115'PITTSBURG LANDING, IDAHO COUNTY, ABOUT 150 YARDS SOUTH OF THE POINT
 RA0115'WHERE A TELEPHONE LINE CROSSES THE RIVER FROM A RANCH BARN OWNED BY
 RA0115'JACK TITUS, 50 FEET WEST OF A CLIFF FORMING THE EAST BANK OF THE
 RA0115'RIVER, ON THE TOP OF A LARGE OUTCROP PROJECTING OUT INTO THE RIVER AND
 RA0115'SURROUNDED BY WATER AT FLOOD STAGES, AND NEAR THE PAINTED LETTERS ELEV
 RA0115'10.2 USEBM.  THE TOP OF AN IRON BOLT SET IN A MASS OF CONCRETE. NOTE--
 RA0115'THIS BENCH MARK WAS FORMERLY THE BASE OF THE GAGING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0263 ***********************************************************************
 NT0263  DESIGNATION -  102
 NT0263  PID         -  NT0263
 NT0263  STATE/COUNTY-  ID/BEAR LAKE
 NT0263  USGS QUAD   -  OVID (1967)
 NT0263
 NT0263                         *CURRENT SURVEY CONTROL
 NT0263  ___________________________________________________________________
 NT0263* NAD 83(1986)-  42 17 42.     (N)    111 24 35.     (W)     SCALED    
 NT0263* NAVD 88     -      1811.451  (meters)    5943.07   (feet)  ADJUSTED  
 NT0263  ___________________________________________________________________
 NT0263  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 NT0263  DYNAMIC HT  -        1810.082 (meters)    5938.58  (feet)  COMP
 NT0263  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 NT0263
 NT0263  VERT ORDER  -  SECOND    CLASS 0
 NT0263
 NT0263.The horizontal coordinates were scaled from a topographic map and have
 NT0263.an estimated accuracy of +/- 6 seconds.
 NT0263
 NT0263.The orthometric height was determined by differential leveling
 NT0263.and adjusted by the National Geodetic Survey in June 1991..
 NT0263
 NT0263.The geoid height was determined by GEOID03.
 NT0263
 NT0263.The dynamic height is computed by dividing the NAVD 88
 NT0263.geopotential number by the normal gravity value computed on the
 NT0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0263.degrees latitude (g = 980.6199 gals.).
 NT0263
 NT0263.The modeled gravity was interpolated from observed gravity values.
 NT0263
 NT0263;                    North         East    Units  Estimated Accuracy
 NT0263;SPC ID E     -    70,070.      262,420.      MT  (+/- 180 meters Scaled)
 NT0263
 NT0263                          SUPERSEDED SURVEY CONTROL
 NT0263
 NT0263  NGVD 29 (??/??/92) 1810.238  (m)         5939.09   (f) ADJ UNCH    2 0
 NT0263
 NT0263.Superseded values are not recommended for survey control.
 NT0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0263.See file dsdata.txt to determine how the superseded data were derived.
 NT0263
 NT0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM662826(NAD 83)
 NT0263_MARKER: DD = SURVEY DISK
 NT0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0263_STAMPING: 102
 NT0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0263+STABILITY: SURFACE MOTION
 NT0263
 NT0263  HISTORY     - Date     Condition        Report By
 NT0263  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0263  HISTORY     - 1951     GOOD             NGS
 NT0263
 NT0263                          STATION DESCRIPTION
 NT0263
 NT0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0263'0.8 MI NW FROM OVID.
 NT0263'0.8 MILE NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM OVID SCHOOL, ON
 NT0263'THE INSIDE AND AT THE NORTHWEST END OF A CURVE, ABOUT 90 YARDS
 NT0263'SOUTHEAST OF A LARGE GALVANIZED METAL TANK, 79 1/2 FEET SOUTHWEST OF
 NT0263'BM 101 (IDPW), 38 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.8
 NT0263'FOOT NORTHEAST OF A WIRE FENCE, AND SET IN THE TOP OF A CONCRETE POST
 NT0263'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 2 FEET LOWER THAN THE
 NT0263'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0731 ***********************************************************************
 NU0731  DESIGNATION -  102
 NU0731  PID         -  NU0731
 NU0731  STATE/COUNTY-  ID/POWER
 NU0731  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0731
 NU0731                         *CURRENT SURVEY CONTROL
 NU0731  ___________________________________________________________________
 NU0731* NAD 83(1986)-  42 49 55.     (N)    112 46 18.     (W)     SCALED    
 NU0731* NAVD 88     -      1348.059  (meters)    4422.76   (feet)  ADJUSTED  
 NU0731  ___________________________________________________________________
 NU0731  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 NU0731  DYNAMIC HT  -        1347.288 (meters)    4420.23  (feet)  COMP
 NU0731  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 NU0731
 NU0731  VERT ORDER  -  SECOND    CLASS 0
 NU0731
 NU0731.The horizontal coordinates were scaled from a topographic map and have
 NU0731.an estimated accuracy of +/- 6 seconds.
 NU0731
 NU0731.The orthometric height was determined by differential leveling
 NU0731.and adjusted by the National Geodetic Survey in June 1991..
 NU0731
 NU0731.The geoid height was determined by GEOID03.
 NU0731
 NU0731.The dynamic height is computed by dividing the NAVD 88
 NU0731.geopotential number by the normal gravity value computed on the
 NU0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0731.degrees latitude (g = 980.6199 gals.).
 NU0731
 NU0731.The modeled gravity was interpolated from observed gravity values.
 NU0731
 NU0731;                    North         East    Units  Estimated Accuracy
 NU0731;SPC ID E     -   129,610.      150,540.      MT  (+/- 180 meters Scaled)
 NU0731
 NU0731                          SUPERSEDED SURVEY CONTROL
 NU0731
 NU0731  NGVD 29 (??/??/92) 1347.021  (m)         4419.35   (f) ADJ UNCH    2 0
 NU0731
 NU0731.Superseded values are not recommended for survey control.
 NU0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0731.See file dsdata.txt to determine how the superseded data were derived.
 NU0731
 NU0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN552436(NAD 83)
 NU0731_MARKER: DB = BENCH MARK DISK
 NU0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0731_STAMPING: 102 RT FAB 30 B
 NU0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0731+STABILITY: SURFACE MOTION
 NU0731
 NU0731  HISTORY     - Date     Condition        Report By
 NU0731  HISTORY     - UNK      MONUMENTED       IDDH
 NU0731  HISTORY     - 1960     GOOD             NGS
 NU0731  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0731
 NU0731                          STATION DESCRIPTION
 NU0731
 NU0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0731'6.1 MI NE FROM AMERICAN FALLS.
 NU0731'3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0731'FROM THE AMERICAN FALLS OVERPASS, NORTHWEST FROM THE HIGHWAY, 164.7
 NU0731'FEET NORTH OF TRAVERSE STATION IDA 15W-18, A RIGHT OF WAY DISK SET IN
 NU0731'A 6-INCH SQUARE CONCRETE POST PROJECTING 1-INCH ABOVE GROUND.
 NU0731
 NU0731                          STATION RECOVERY (1983)
 NU0731
 NU0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0731'AFTER A PROLONGED SEARCH, THIS MARK WAS NOT RECOVERED DUE TO HEAVY
 NU0731'BLOW SAND IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0531 ***********************************************************************
 NT0531  DESIGNATION -  102 BIS
 NT0531  PID         -  NT0531
 NT0531  STATE/COUNTY-  ID/CARIBOU
 NT0531  USGS QUAD   -  WAYAN WEST (1980)
 NT0531
 NT0531                         *CURRENT SURVEY CONTROL
 NT0531  ___________________________________________________________________
 NT0531* NAD 83(1992)-  42 59 49.91355(N)    111 26 36.28301(W)     ADJUSTED  
 NT0531* NAVD 88     -      1949.0    (meters)    6394.     (feet)  VERTCON   
 NT0531  ___________________________________________________________________
 NT0531  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 NT0531  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 NT0531
 NT0531  HORZ ORDER  -  THIRD
 NT0531  VERT ORDER  -  THIRD ? (See Below)
 NT0531
 NT0531.The horizontal coordinates were established by classical geodetic methods
 NT0531.and adjusted by the National Geodetic Survey in July 1992..
 NT0531
 NT0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0531.The vertical order pertains to the NGVD 29 superseded value.
 NT0531
 NT0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0531
 NT0531.The geoid height was determined by GEOID03.
 NT0531
 NT0531;                    North         East     Units Scale Factor Converg.
 NT0531;SPC ID E     -   148,041.166   258,974.578   MT  0.99999014   +0 29 35.7
 NT0531;UTM  12      - 4,760,599.040   463,856.555   MT  0.99961607   -0 18 08.6
 NT0531
 NT0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0531!SPC ID E     -   0.99969620  x   0.99999014  =   0.99968635
 NT0531!UTM  12      -   0.99969620  x   0.99961607  =   0.99931239
 NT0531
 NT0531:                Primary Azimuth Mark                     Grid Az
 NT0531:SPC ID E     -  BEAR IS                                  017 39 20.9
 NT0531:UTM  12      -  BEAR IS                                  018 27 05.2
 NT0531
 NT0531|---------------------------------------------------------------------|
 NT0531| PID    Reference Object                     Distance      Geod. Az  |
 NT0531|                                                           dddmmss.s |
 NT0531| OX0687 BEAR IS                             APPROX. 7.3 KM 0180856.6 |
 NT0531|---------------------------------------------------------------------|
 NT0531
 NT0531                          SUPERSEDED SURVEY CONTROL
 NT0531
 NT0531  NAD 83(1986)-  42 59 49.90448(N)    111 26 36.27312(W) AD(       ) 3
 NT0531  NAD 27      -  42 59 50.19648(N)    111 26 33.47356(W) AD(       ) 3
 NT0531  NGVD 29 (07/19/86) 1947.7    (m)         6390.     (f) LEVELING    3  
 NT0531
 NT0531.Superseded values are not recommended for survey control.
 NT0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0531.See file dsdata.txt to determine how the superseded data were derived.
 NT0531
 NT0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN6385760599(NAD 83)
 NT0531_MARKER: DB = BENCH MARK DISK
 NT0531_SETTING: 0 = UNSPECIFIED SETTING
 NT0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0531
 NT0531  HISTORY     - Date     Condition        Report By
 NT0531  HISTORY     - 1966     MONUMENTED       USGS
 NT0531
 NT0531                          STATION DESCRIPTION
 NT0531
 NT0531'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NT0531'WAYAN POST OFFICE, 5.2 MI. NW. OF ALONG IDAHO STATE HIGHWAY 34 TO
 NT0531'CURVE AT BEAVERTAIL POINT, 35 FT. N. AND 3 FT. LOWER THAN HIGHWAY,
 NT0531'1 FT. S. OF A FENCE, IN CONCRETE POST, A STANDARD TABLET STAMPED
 NT0531'---102 BIS 1966---.
 NT0531'
 NT0531'STATION MARK--USGS BENCH MARK STAMPED ---102 BIS 1966--- SET 0.5 FT.
 NT0531'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0419 ***********************************************************************
 OZ0419  DESIGNATION -  102 E
 OZ0419  PID         -  OZ0419
 OZ0419  STATE/COUNTY-  ID/BOISE
 OZ0419  USGS QUAD   -  BIG OWL CREEK (1972)
 OZ0419
 OZ0419                         *CURRENT SURVEY CONTROL
 OZ0419  ___________________________________________________________________
 OZ0419* NAD 83(1986)-  43 56 49.     (N)    115 30 41.     (W)     SCALED    
 OZ0419* NAVD 88     -      1729.423  (meters)    5673.95   (feet)  ADJUSTED  
 OZ0419  ___________________________________________________________________
 OZ0419  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 OZ0419  DYNAMIC HT  -        1728.480 (meters)    5670.85  (feet)  COMP
 OZ0419  MODELED GRAV-     980,012.0   (mgal)                       NAVD 88
 OZ0419
 OZ0419  VERT ORDER  -  SECOND    CLASS 0
 OZ0419
 OZ0419.The horizontal coordinates were scaled from a topographic map and have
 OZ0419.an estimated accuracy of +/- 6 seconds.
 OZ0419
 OZ0419.The orthometric height was determined by differential leveling
 OZ0419.and adjusted by the National Geodetic Survey in June 1991..
 OZ0419
 OZ0419.The geoid height was determined by GEOID03.
 OZ0419
 OZ0419.The dynamic height is computed by dividing the NAVD 88
 OZ0419.geopotential number by the normal gravity value computed on the
 OZ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0419.degrees latitude (g = 980.6199 gals.).
 OZ0419
 OZ0419.The modeled gravity was interpolated from observed gravity values.
 OZ0419
 OZ0419;                    North         East    Units  Estimated Accuracy
 OZ0419;SPC ID W     -   253,330.      819,150.      MT  (+/- 180 meters Scaled)
 OZ0419
 OZ0419                          SUPERSEDED SURVEY CONTROL
 OZ0419
 OZ0419  NGVD 29 (??/??/92) 1728.238  (m)         5670.06   (f) ADJ UNCH    2 0
 OZ0419
 OZ0419.Superseded values are not recommended for survey control.
 OZ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0419.See file dsdata.txt to determine how the superseded data were derived.
 OZ0419
 OZ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ194670(NAD 83)
 OZ0419_MARKER: DD = SURVEY DISK
 OZ0419_SETTING: 80 = SET IN A BOULDER
 OZ0419_SP_SET: BOULDER
 OZ0419_STAMPING: 102 E 1936
 OZ0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0419+STABILITY: SURFACE MOTION
 OZ0419
 OZ0419  HISTORY     - Date     Condition        Report By
 OZ0419  HISTORY     - 1936     MONUMENTED       USGS
 OZ0419  HISTORY     - 1950     GOOD             NGS
 OZ0419
 OZ0419                          STATION DESCRIPTION
 OZ0419
 OZ0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0419'6.7  MI E FROM BEAVER CREEK GUARD STATION.
 OZ0419'6.7 MILES EAST ALONG A FOREST SERVICE ROAD FROM THE BEAVER CREEK GUARD
 OZ0419'STATION, IN THE TOP OF THE WEST EDGE OF A LARGE FLAT TOPPED BOULDER,
 OZ0419'ABOUT 70 YARDS NORTH OF THE JUNCTION OF A LOGGING ROAD LEADING
 OZ0419'SOUTHWEST, 22 FEET EAST OF THE CENTER LINE OF THE ROAD, 7 1/2 FEET
 OZ0419'EAST OF AN 8-INCH TRIANGULAR-BLAZED PINE TREE, ABOUT 5 FEET HIGHER
 OZ0419'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0262 ***********************************************************************
 NT0262  DESIGNATION -  103
 NT0262  PID         -  NT0262
 NT0262  STATE/COUNTY-  ID/BEAR LAKE
 NT0262  USGS QUAD   -  OVID (1967)
 NT0262
 NT0262                         *CURRENT SURVEY CONTROL
 NT0262  ___________________________________________________________________
 NT0262* NAD 83(1986)-  42 17 57.     (N)    111 24 58.     (W)     SCALED    
 NT0262* NAVD 88     -      1820.538  (meters)    5972.88   (feet)  ADJUSTED  
 NT0262  ___________________________________________________________________
 NT0262  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NT0262  DYNAMIC HT  -        1819.165 (meters)    5968.38  (feet)  COMP
 NT0262  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 NT0262
 NT0262  VERT ORDER  -  SECOND    CLASS 0
 NT0262
 NT0262.The horizontal coordinates were scaled from a topographic map and have
 NT0262.an estimated accuracy of +/- 6 seconds.
 NT0262
 NT0262.The orthometric height was determined by differential leveling
 NT0262.and adjusted by the National Geodetic Survey in June 1991..
 NT0262
 NT0262.The geoid height was determined by GEOID03.
 NT0262
 NT0262.The dynamic height is computed by dividing the NAVD 88
 NT0262.geopotential number by the normal gravity value computed on the
 NT0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0262.degrees latitude (g = 980.6199 gals.).
 NT0262
 NT0262.The modeled gravity was interpolated from observed gravity values.
 NT0262
 NT0262;                    North         East    Units  Estimated Accuracy
 NT0262;SPC ID E     -    70,520.      261,890.      MT  (+/- 180 meters Scaled)
 NT0262
 NT0262                          SUPERSEDED SURVEY CONTROL
 NT0262
 NT0262  NGVD 29 (??/??/92) 1819.328  (m)         5968.91   (f) ADJ UNCH    2 0
 NT0262
 NT0262.Superseded values are not recommended for survey control.
 NT0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0262.See file dsdata.txt to determine how the superseded data were derived.
 NT0262
 NT0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM657830(NAD 83)
 NT0262_MARKER: DD = SURVEY DISK
 NT0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0262_STAMPING: 103
 NT0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0262+STABILITY: SURFACE MOTION
 NT0262
 NT0262  HISTORY     - Date     Condition        Report By
 NT0262  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0262  HISTORY     - 1951     GOOD             NGS
 NT0262
 NT0262                          STATION DESCRIPTION
 NT0262
 NT0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0262'1.2 MI NW FROM OVID.
 NT0262'1.2 MILES NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM OVID SCHOOL, AT
 NT0262'THE T JUNCTION OF A TRACK ROAD LEADING NORTHEAST, 62 FEET SOUTHEAST OF
 NT0262'THE CENTER LINE OF THE TRACK ROAD, 38 1/2 FEET NORTHEAST OF THE CENTER
 NT0262'LINE OF THE ROAD, 17 1/2 FEET NORTHWEST OF A POWER LINE POLE, 1.2 FEET
 NT0262'NORTHEAST OF A WIRE FENCE, AND SET IN THE TOP OF A CONCRETE POST
 NT0262'PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT 5 FEET HIGHER THAN THE
 NT0262'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0261 ***********************************************************************
 NT0261  DESIGNATION -  104
 NT0261  PID         -  NT0261
 NT0261  STATE/COUNTY-  ID/BEAR LAKE
 NT0261  USGS QUAD   -  OVID (1967)
 NT0261
 NT0261                         *CURRENT SURVEY CONTROL
 NT0261  ___________________________________________________________________
 NT0261* NAD 83(1986)-  42 17 59.     (N)    111 25 01.     (W)     SCALED    
 NT0261* NAVD 88     -      1820.029  (meters)    5971.21   (feet)  ADJUSTED  
 NT0261  ___________________________________________________________________
 NT0261  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NT0261  DYNAMIC HT  -        1818.657 (meters)    5966.71  (feet)  COMP
 NT0261  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 NT0261
 NT0261  VERT ORDER  -  SECOND    CLASS 0
 NT0261
 NT0261.The horizontal coordinates were scaled from a topographic map and have
 NT0261.an estimated accuracy of +/- 6 seconds.
 NT0261
 NT0261.The orthometric height was determined by differential leveling
 NT0261.and adjusted by the National Geodetic Survey in June 1991..
 NT0261
 NT0261.The geoid height was determined by GEOID03.
 NT0261
 NT0261.The dynamic height is computed by dividing the NAVD 88
 NT0261.geopotential number by the normal gravity value computed on the
 NT0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0261.degrees latitude (g = 980.6199 gals.).
 NT0261
 NT0261.The modeled gravity was interpolated from observed gravity values.
 NT0261
 NT0261;                    North         East    Units  Estimated Accuracy
 NT0261;SPC ID E     -    70,580.      261,820.      MT  (+/- 180 meters Scaled)
 NT0261
 NT0261                          SUPERSEDED SURVEY CONTROL
 NT0261
 NT0261  NGVD 29 (??/??/92) 1818.819  (m)         5967.24   (f) ADJ UNCH    2 0
 NT0261
 NT0261.Superseded values are not recommended for survey control.
 NT0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0261.See file dsdata.txt to determine how the superseded data were derived.
 NT0261
 NT0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM656831(NAD 83)
 NT0261_MARKER: DD = SURVEY DISK
 NT0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0261_STAMPING: 104
 NT0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0261+STABILITY: SURFACE MOTION
 NT0261
 NT0261  HISTORY     - Date     Condition        Report By
 NT0261  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0261  HISTORY     - 1951     GOOD             NGS
 NT0261
 NT0261                          STATION DESCRIPTION
 NT0261
 NT0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0261'1.3 MI NW FROM OVID.
 NT0261'1.3 MILES NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM OVID SCHOOL,
 NT0261'NEAR A T IN THE FENCE LINE, ABOUT 110 YARDS SOUTHEAST OF A TRACK ROAD
 NT0261'LEADING SOUTHWEST, 49 1/2 FEET SOUTHEAST OF A T IN A FENCE LINE, 41
 NT0261'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTH OF A
 NT0261'POWER LINE POLE, 2 FEET SOUTHWEST OF A WIRE FENCE, AND SET IN THE TOP
 NT0261'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT 3
 NT0261'FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0769 ***********************************************************************
 OZ0769  DESIGNATION -  104 E
 OZ0769  PID         -  OZ0769
 OZ0769  STATE/COUNTY-  ID/BOISE
 OZ0769  USGS QUAD   -  BIG OWL CREEK (1972)
 OZ0769
 OZ0769                         *CURRENT SURVEY CONTROL
 OZ0769  ___________________________________________________________________
 OZ0769* NAD 83(1986)-  43 58 22.     (N)    115 33 42.     (W)     SCALED    
 OZ0769* NAVD 88     -      1581.063  (meters)    5187.20   (feet)  ADJUSTED  
 OZ0769  ___________________________________________________________________
 OZ0769  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 OZ0769  DYNAMIC HT  -        1580.207 (meters)    5184.40  (feet)  COMP
 OZ0769  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 OZ0769
 OZ0769  VERT ORDER  -  SECOND    CLASS 0
 OZ0769
 OZ0769.The horizontal coordinates were scaled from a topographic map and have
 OZ0769.an estimated accuracy of +/- 6 seconds.
 OZ0769
 OZ0769.The orthometric height was determined by differential leveling
 OZ0769.and adjusted by the National Geodetic Survey in June 1991..
 OZ0769
 OZ0769.The geoid height was determined by GEOID03.
 OZ0769
 OZ0769.The dynamic height is computed by dividing the NAVD 88
 OZ0769.geopotential number by the normal gravity value computed on the
 OZ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0769.degrees latitude (g = 980.6199 gals.).
 OZ0769
 OZ0769.The modeled gravity was interpolated from observed gravity values.
 OZ0769
 OZ0769;                    North         East    Units  Estimated Accuracy
 OZ0769;SPC ID W     -   256,180.      815,110.      MT  (+/- 180 meters Scaled)
 OZ0769
 OZ0769                          SUPERSEDED SURVEY CONTROL
 OZ0769
 OZ0769  NGVD 29 (??/??/92) 1579.869  (m)         5183.29   (f) ADJ UNCH    2 0
 OZ0769
 OZ0769.Superseded values are not recommended for survey control.
 OZ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0769.See file dsdata.txt to determine how the superseded data were derived.
 OZ0769
 OZ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ153698(NAD 83)
 OZ0769_MARKER: DD = SURVEY DISK
 OZ0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0769_STAMPING: 104 E 1936
 OZ0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0769+STABILITY: SURFACE MOTION
 OZ0769
 OZ0769  HISTORY     - Date     Condition        Report By
 OZ0769  HISTORY     - 1936     MONUMENTED       USGS
 OZ0769  HISTORY     - 1950     GOOD             NGS
 OZ0769
 OZ0769                          STATION DESCRIPTION
 OZ0769
 OZ0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0769'3.1 MI E FROM BEAVER CREEK GUARD STATION.
 OZ0769'3.1 MILES EAST ALONG A FOREST SERVICE ROAD FROM THE BEAVER CREEK
 OZ0769'GUARD STATION, IN THE APPROXIMATE CENTER OF A TRIANGLE FORMED BY THE
 OZ0769'JUNCTION OF PIKES CREEK ROAD, 78 YARDS WEST OF THE NORTHWEST CORNER
 OZ0769'OF A WOODEN BRIDGE OVER PIKES FORK CREEK, 28.3 FEET EAST OF A SIGN
 OZ0769'GRAHAM G. S. 27 JACKSON PEAK L. O. 15, 24 1/2 FEET NORTH OF THE
 OZ0769'CENTER LINE OF THE ROAD, 18 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 OZ0769'THE NORTHWEST LEG OF THE TRIANGLE, 6 FEET NORTHWEST OF A 6-INCH PINE
 OZ0769'TREE MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS US 5184/3 PBM,
 OZ0769'2.1 FEET NORTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 OZ0769'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 OZ0769'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0260 ***********************************************************************
 NT0260  DESIGNATION -  105
 NT0260  PID         -  NT0260
 NT0260  STATE/COUNTY-  ID/BEAR LAKE
 NT0260  USGS QUAD   -  OVID (1967)
 NT0260
 NT0260                         *CURRENT SURVEY CONTROL
 NT0260  ___________________________________________________________________
 NT0260* NAD 83(1986)-  42 17 58.     (N)    111 25 02.     (W)     SCALED    
 NT0260* NAVD 88     -      1817.477  (meters)    5962.84   (feet)  ADJUSTED  
 NT0260  ___________________________________________________________________
 NT0260  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NT0260  DYNAMIC HT  -        1816.107 (meters)    5958.34  (feet)  COMP
 NT0260  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 NT0260
 NT0260  VERT ORDER  -  SECOND    CLASS 0
 NT0260
 NT0260.The horizontal coordinates were scaled from a topographic map and have
 NT0260.an estimated accuracy of +/- 6 seconds.
 NT0260
 NT0260.The orthometric height was determined by differential leveling
 NT0260.and adjusted by the National Geodetic Survey in June 1991..
 NT0260
 NT0260.The geoid height was determined by GEOID03.
 NT0260
 NT0260.The dynamic height is computed by dividing the NAVD 88
 NT0260.geopotential number by the normal gravity value computed on the
 NT0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0260.degrees latitude (g = 980.6199 gals.).
 NT0260
 NT0260.The modeled gravity was interpolated from observed gravity values.
 NT0260
 NT0260;                    North         East    Units  Estimated Accuracy
 NT0260;SPC ID E     -    70,550.      261,800.      MT  (+/- 180 meters Scaled)
 NT0260
 NT0260                          SUPERSEDED SURVEY CONTROL
 NT0260
 NT0260  NGVD 29 (??/??/92) 1816.267  (m)         5958.87   (f) ADJ UNCH    2 0
 NT0260
 NT0260.Superseded values are not recommended for survey control.
 NT0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0260.See file dsdata.txt to determine how the superseded data were derived.
 NT0260
 NT0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM656831(NAD 83)
 NT0260_MARKER: DD = SURVEY DISK
 NT0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0260_STAMPING: 105
 NT0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0260+STABILITY: SURFACE MOTION
 NT0260
 NT0260  HISTORY     - Date     Condition        Report By
 NT0260  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0260  HISTORY     - 1951     GOOD             NGS
 NT0260
 NT0260                          STATION DESCRIPTION
 NT0260
 NT0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0260'1.3 MI NW FROM OVID.
 NT0260'1.3 MILES NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM OVID SCHOOL,
 NT0260'NEAR A T IN THE FENCE LINE, ABOUT 110 YARDS SOUTHEAST OF A TRACK ROAD
 NT0260'LEADING SOUTHWEST, 79 1/2 FEET SOUTHWEST OF BM 104 (IDPW), 41 FEET
 NT0260'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTHWEST OF A WIRE
 NT0260'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NT0260'THE GROUND, AND ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0772 ***********************************************************************
 OZ0772  DESIGNATION -  105 E
 OZ0772  PID         -  OZ0772
 OZ0772  STATE/COUNTY-  ID/BOISE
 OZ0772  USGS QUAD   -  BIG OWL CREEK (1972)
 OZ0772
 OZ0772                         *CURRENT SURVEY CONTROL
 OZ0772  ___________________________________________________________________
 OZ0772* NAD 83(1986)-  43 58 19.     (N)    115 35 06.     (W)     SCALED    
 OZ0772* NAVD 88     -      1624.571  (meters)    5329.95   (feet)  ADJUSTED  
 OZ0772  ___________________________________________________________________
 OZ0772  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 OZ0772  DYNAMIC HT  -        1623.679 (meters)    5327.02  (feet)  COMP
 OZ0772  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 OZ0772
 OZ0772  VERT ORDER  -  SECOND    CLASS 0
 OZ0772
 OZ0772.The horizontal coordinates were scaled from a topographic map and have
 OZ0772.an estimated accuracy of +/- 6 seconds.
 OZ0772
 OZ0772.The orthometric height was determined by differential leveling
 OZ0772.and adjusted by the National Geodetic Survey in June 1991..
 OZ0772
 OZ0772.The geoid height was determined by GEOID03.
 OZ0772
 OZ0772.The dynamic height is computed by dividing the NAVD 88
 OZ0772.geopotential number by the normal gravity value computed on the
 OZ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0772.degrees latitude (g = 980.6199 gals.).
 OZ0772
 OZ0772.The modeled gravity was interpolated from observed gravity values.
 OZ0772
 OZ0772;                    North         East    Units  Estimated Accuracy
 OZ0772;SPC ID W     -   256,090.      813,240.      MT  (+/- 180 meters Scaled)
 OZ0772
 OZ0772                          SUPERSEDED SURVEY CONTROL
 OZ0772
 OZ0772  NGVD 29 (??/??/92) 1623.363  (m)         5325.98   (f) ADJ UNCH    2 0
 OZ0772
 OZ0772.Superseded values are not recommended for survey control.
 OZ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0772.See file dsdata.txt to determine how the superseded data were derived.
 OZ0772
 OZ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ135697(NAD 83)
 OZ0772_MARKER: DD = SURVEY DISK
 OZ0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0772_STAMPING: 105 E 1936
 OZ0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0772+STABILITY: SURFACE MOTION
 OZ0772
 OZ0772  HISTORY     - Date     Condition        Report By
 OZ0772  HISTORY     - 1936     MONUMENTED       USGS
 OZ0772  HISTORY     - 1950     GOOD             NGS
 OZ0772
 OZ0772                          STATION DESCRIPTION
 OZ0772
 OZ0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0772'1.6 MI E FROM BEAVER CREEK GUARD STATION.
 OZ0772'1.6 MILES EAST ALONG A FOREST SERVICE ROAD FROM THE BEAVER CREEK
 OZ0772'GUARD STATION, AT THE SUMMIT OF A GRADE, ON A NORTHEAST-SOUTHWEST
 OZ0772'RIDGE, 34 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A LOGGING
 OZ0772'ROAD LEADING WEST, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20
 OZ0772'1/2 FEET WEST OF A 42-INCH PINE TREE MARKED BY THE WHITE PAINTED
 OZ0772'LETTERS AND NUMBERS US 5327/0 PBM, 1.8 FEET NORTH OF A WITNESS POST,
 OZ0772'ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OZ0772'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0194 ***********************************************************************
 RZ0194  DESIGNATION -  1056
 RZ0194  PID         -  RZ0194
 RZ0194  STATE/COUNTY-  ID/CLEARWATER
 RZ0194  USGS QUAD   -  OROFINO EAST (1994)
 RZ0194
 RZ0194                         *CURRENT SURVEY CONTROL
 RZ0194  ___________________________________________________________________
 RZ0194* NAD 83(1986)-  46 26 30.     (N)    116 12 44.     (W)     SCALED    
 RZ0194* NAVD 88     -       322.120  (meters)    1056.82   (feet)  ADJUSTED  
 RZ0194  ___________________________________________________________________
 RZ0194  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 RZ0194  DYNAMIC HT  -         322.113 (meters)    1056.80  (feet)  COMP
 RZ0194  MODELED GRAV-     980,584.0   (mgal)                       NAVD 88
 RZ0194
 RZ0194  VERT ORDER  -  SECOND    CLASS 0
 RZ0194
 RZ0194.The horizontal coordinates were scaled from a topographic map and have
 RZ0194.an estimated accuracy of +/- 6 seconds.
 RZ0194
 RZ0194.The orthometric height was determined by differential leveling
 RZ0194.and adjusted by the National Geodetic Survey in June 1991..
 RZ0194
 RZ0194.The geoid height was determined by GEOID03.
 RZ0194
 RZ0194.The dynamic height is computed by dividing the NAVD 88
 RZ0194.geopotential number by the normal gravity value computed on the
 RZ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0194.degrees latitude (g = 980.6199 gals.).
 RZ0194
 RZ0194.The modeled gravity was interpolated from observed gravity values.
 RZ0194
 RZ0194;                    North         East    Units  Estimated Accuracy
 RZ0194;SPC ID W     -   530,640.      764,480.      MT  (+/- 180 meters Scaled)
 RZ0194
 RZ0194                          SUPERSEDED SURVEY CONTROL
 RZ0194
 RZ0194  NGVD 29 (??/??/92)  321.098  (m)         1053.47   (f) ADJ UNCH    2 0
 RZ0194
 RZ0194.Superseded values are not recommended for survey control.
 RZ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0194.See file dsdata.txt to determine how the superseded data were derived.
 RZ0194
 RZ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM605434(NAD 83)
 RZ0194_MARKER: DD = SURVEY DISK
 RZ0194_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0194_SP_SET: ROCK OUTCROP
 RZ0194_STAMPING: 1056
 RZ0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0194+STABILITY: POSITION/ELEVATION WELL
 RZ0194
 RZ0194  HISTORY     - Date     Condition        Report By
 RZ0194  HISTORY     - UNK      MONUMENTED       USGS
 RZ0194  HISTORY     - 1935     GOOD             NGS
 RZ0194
 RZ0194                          STATION DESCRIPTION
 RZ0194
 RZ0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RZ0194'4.4 MI W FROM GREER.
 RZ0194'4.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0194'GREER, 75 FEET WEST OF MILEPOST 33, 20 FEET NORTHEAST OF THE NORTHEAST
 RZ0194'BANK OF THE CLEARWATER RIVER, 40 FEET SOUTHWEST OF THE CENTER LINE OF
 RZ0194'THE TRACK, AND IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0259 ***********************************************************************
 NT0259  DESIGNATION -  106
 NT0259  PID         -  NT0259
 NT0259  STATE/COUNTY-  ID/BEAR LAKE
 NT0259  USGS QUAD   -  OVID (1967)
 NT0259
 NT0259                         *CURRENT SURVEY CONTROL
 NT0259  ___________________________________________________________________
 NT0259* NAD 83(1986)-  42 18 18.     (N)    111 25 27.     (W)     SCALED    
 NT0259* NAVD 88     -      1824.094  (meters)    5984.55   (feet)  ADJUSTED  
 NT0259  ___________________________________________________________________
 NT0259  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 NT0259  DYNAMIC HT  -        1822.722 (meters)    5980.05  (feet)  COMP
 NT0259  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 NT0259
 NT0259  VERT ORDER  -  SECOND    CLASS 0
 NT0259
 NT0259.The horizontal coordinates were scaled from a topographic map and have
 NT0259.an estimated accuracy of +/- 6 seconds.
 NT0259
 NT0259.The orthometric height was determined by differential leveling
 NT0259.and adjusted by the National Geodetic Survey in June 1991..
 NT0259
 NT0259.The geoid height was determined by GEOID03.
 NT0259
 NT0259.The dynamic height is computed by dividing the NAVD 88
 NT0259.geopotential number by the normal gravity value computed on the
 NT0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0259.degrees latitude (g = 980.6199 gals.).
 NT0259
 NT0259.The modeled gravity was interpolated from observed gravity values.
 NT0259
 NT0259;                    North         East    Units  Estimated Accuracy
 NT0259;SPC ID E     -    71,170.      261,220.      MT  (+/- 180 meters Scaled)
 NT0259
 NT0259                          SUPERSEDED SURVEY CONTROL
 NT0259
 NT0259  NGVD 29 (??/??/92) 1822.888  (m)         5980.59   (f) ADJ UNCH    2 0
 NT0259
 NT0259.Superseded values are not recommended for survey control.
 NT0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0259.See file dsdata.txt to determine how the superseded data were derived.
 NT0259
 NT0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM650837(NAD 83)
 NT0259_MARKER: DD = SURVEY DISK
 NT0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0259_STAMPING: 106
 NT0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0259+STABILITY: SURFACE MOTION
 NT0259
 NT0259  HISTORY     - Date     Condition        Report By
 NT0259  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0259  HISTORY     - 1951     GOOD             NGS
 NT0259
 NT0259                          STATION DESCRIPTION
 NT0259
 NT0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0259'1.8 MI NW FROM OVID.
 NT0259'1.8 MILES NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM OVID SCHOOL,
 NT0259'NEAR A WIRE GATE IN THE SOUTHWEST RIGHT-OF-WAY FENCE LINE AND IN LINE
 NT0259'WITH THE NORTHEAST RIGHT-OF-WAY FENCE, 140 1/2 FEET EAST OF THE CENTER
 NT0259'OF A WIRE GATE, 65 1/2 FEET EAST OF A POWER LINE POLE, 40 FEET
 NT0259'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A
 NT0259'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL
 NT0259'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1647 ***********************************************************************
 NU1647  DESIGNATION -  106
 NU1647  PID         -  NU1647
 NU1647  STATE/COUNTY-  ID/BINGHAM
 NU1647  USGS QUAD   -  AMERICAN FALLS SW (1971)
 NU1647
 NU1647                         *CURRENT SURVEY CONTROL
 NU1647  ___________________________________________________________________
 NU1647* NAD 83(1992)-  42 52 20.46891(N)    112 53 19.00138(W)     ADJUSTED  
 NU1647* NAVD 88     -      1362.     (meters)    4468.     (feet)  SCALED    
 NU1647  ___________________________________________________________________
 NU1647  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 NU1647  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 NU1647
 NU1647  HORZ ORDER  -  SECOND
 NU1647
 NU1647.The horizontal coordinates were established by classical geodetic methods
 NU1647.and adjusted by the National Geodetic Survey in July 1992..
 NU1647
 NU1647.The orthometric height was scaled from a topographic map.
 NU1647
 NU1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1647
 NU1647.The geoid height was determined by GEOID03.
 NU1647
 NU1647;                    North         East     Units Scale Factor Converg.
 NU1647;SPC ID E     -   134,171.600   141,013.193   MT  0.99999016   -0 29 28.3
 NU1647;UTM  12      - 4,748,369.982   345,741.992   MT  0.99989275   -1 17 06.7
 NU1647
 NU1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1647!SPC ID E     -   0.99978855  x   0.99999016  =   0.99977872
 NU1647!UTM  12      -   0.99978855  x   0.99989275  =   0.99968133
 NU1647
 NU1647                          SUPERSEDED SURVEY CONTROL
 NU1647
 NU1647  NAD 83(1986)-  42 52 20.46513(N)    112 53 18.98963(W) AD(       ) 2
 NU1647  NAD 27      -  42 52 20.78700(N)    112 53 16.00200(W) AD(       ) 2
 NU1647
 NU1647.Superseded values are not recommended for survey control.
 NU1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1647.See file dsdata.txt to determine how the superseded data were derived.
 NU1647
 NU1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4574248370(NAD 83)
 NU1647_MARKER: DB = BENCH MARK DISK
 NU1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1647
 NU1647  HISTORY     - Date     Condition        Report By
 NU1647  HISTORY     - 1950     MONUMENTED       CGS
 NU1647
 NU1647                          STATION DESCRIPTION
 NU1647
 NU1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NU1647'USC AND GS AND STATE SURVEY BENCH MARK, STAMPED 106, IS SET
 NU1647'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS
 NU1647'3 INCHES AND IS 18 INCHES LOWER IN ELEVATION THAN THE STATION
 NU1647'MARK.  IT IS 42 FEET EAST OF THE CENTERLINE OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0258 ***********************************************************************
 NT0258  DESIGNATION -  107
 NT0258  PID         -  NT0258
 NT0258  STATE/COUNTY-  ID/BEAR LAKE
 NT0258  USGS QUAD   -  OVID (1967)
 NT0258
 NT0258                         *CURRENT SURVEY CONTROL
 NT0258  ___________________________________________________________________
 NT0258* NAD 83(1986)-  42 18 18.     (N)    111 25 28.     (W)     SCALED    
 NT0258* NAVD 88     -      1822.844  (meters)    5980.45   (feet)  ADJUSTED  
 NT0258  ___________________________________________________________________
 NT0258  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 NT0258  DYNAMIC HT  -        1821.473 (meters)    5975.95  (feet)  COMP
 NT0258  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 NT0258
 NT0258  VERT ORDER  -  SECOND    CLASS 0
 NT0258
 NT0258.The horizontal coordinates were scaled from a topographic map and have
 NT0258.an estimated accuracy of +/- 6 seconds.
 NT0258
 NT0258.The orthometric height was determined by differential leveling
 NT0258.and adjusted by the National Geodetic Survey in June 1991..
 NT0258
 NT0258.The geoid height was determined by GEOID03.
 NT0258
 NT0258.The dynamic height is computed by dividing the NAVD 88
 NT0258.geopotential number by the normal gravity value computed on the
 NT0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0258.degrees latitude (g = 980.6199 gals.).
 NT0258
 NT0258.The modeled gravity was interpolated from observed gravity values.
 NT0258
 NT0258;                    North         East    Units  Estimated Accuracy
 NT0258;SPC ID E     -    71,170.      261,200.      MT  (+/- 180 meters Scaled)
 NT0258
 NT0258                          SUPERSEDED SURVEY CONTROL
 NT0258
 NT0258  NGVD 29 (??/??/92) 1821.638  (m)         5976.49   (f) ADJ UNCH    2 0
 NT0258
 NT0258.Superseded values are not recommended for survey control.
 NT0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0258.See file dsdata.txt to determine how the superseded data were derived.
 NT0258
 NT0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM650837(NAD 83)
 NT0258_MARKER: DD = SURVEY DISK
 NT0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0258_STAMPING: 107
 NT0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0258+STABILITY: SURFACE MOTION
 NT0258
 NT0258  HISTORY     - Date     Condition        Report By
 NT0258  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0258  HISTORY     - 1951     GOOD             NGS
 NT0258
 NT0258                          STATION DESCRIPTION
 NT0258
 NT0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0258'1.8 MI NW FROM OVID.
 NT0258'1.8 MILES NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM OVID SCHOOL,
 NT0258'NEAR A WIRE GATE IN THE SOUTHWEST RIGHT-OF-WAY FENCE LINE AND IN LINE
 NT0258'WITH THE NORTHEAST RIGHT-OF-WAY FENCE, 160 FEET SOUTHEAST OF THE
 NT0258'CENTER OF THE WIRE GATE, 79 1/2 FEET SOUTHWEST OF BM 106 (IDPW), 39
 NT0258'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTHEAST
 NT0258'OF A WIRE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 NT0258'FOOT ABOVE THE GROUND, AND ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0256 ***********************************************************************
 NT0256  DESIGNATION -  108
 NT0256  PID         -  NT0256
 NT0256  STATE/COUNTY-  ID/BEAR LAKE
 NT0256  USGS QUAD   -  OVID (1967)
 NT0256
 NT0256                         *CURRENT SURVEY CONTROL
 NT0256  ___________________________________________________________________
 NT0256* NAD 83(1986)-  42 18 39.     (N)    111 25 46.     (W)     SCALED    
 NT0256* NAVD 88     -      1823.215  (meters)    5981.66   (feet)  ADJUSTED  
 NT0256  ___________________________________________________________________
 NT0256  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NT0256  DYNAMIC HT  -        1821.846 (meters)    5977.17  (feet)  COMP
 NT0256  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 NT0256
 NT0256  VERT ORDER  -  SECOND    CLASS 0
 NT0256
 NT0256.The horizontal coordinates were scaled from a topographic map and have
 NT0256.an estimated accuracy of +/- 6 seconds.
 NT0256
 NT0256.The orthometric height was determined by differential leveling
 NT0256.and adjusted by the National Geodetic Survey in June 1991..
 NT0256
 NT0256.The geoid height was determined by GEOID03.
 NT0256
 NT0256.The dynamic height is computed by dividing the NAVD 88
 NT0256.geopotential number by the normal gravity value computed on the
 NT0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0256.degrees latitude (g = 980.6199 gals.).
 NT0256
 NT0256.The modeled gravity was interpolated from observed gravity values.
 NT0256
 NT0256;                    North         East    Units  Estimated Accuracy
 NT0256;SPC ID E     -    71,810.      260,780.      MT  (+/- 180 meters Scaled)
 NT0256
 NT0256                          SUPERSEDED SURVEY CONTROL
 NT0256
 NT0256  NGVD 29 (??/??/92) 1822.009  (m)         5977.71   (f) ADJ UNCH    2 0
 NT0256
 NT0256.Superseded values are not recommended for survey control.
 NT0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0256.See file dsdata.txt to determine how the superseded data were derived.
 NT0256
 NT0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM646843(NAD 83)
 NT0256_MARKER: DD = SURVEY DISK
 NT0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0256_STAMPING: 108
 NT0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0256+STABILITY: SURFACE MOTION
 NT0256
 NT0256  HISTORY     - Date     Condition        Report By
 NT0256  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0256  HISTORY     - 1951     GOOD             NGS
 NT0256
 NT0256                          STATION DESCRIPTION
 NT0256
 NT0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0256'2.35 MI NW FROM OVID.
 NT0256'2.35 MILES NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM OVID SCHOOL, AT
 NT0256'A T JUNCTION WITH A DIRT ROAD LEADING NORTHEAST, AT THE SOUTHEAST END
 NT0256'OF A SLIGHT CURVE AND IN LINE WITH A RIGHT-OF-WAY FENCE LINE, 47 FEET
 NT0256'SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 40 FEET NORTHEAST OF
 NT0256'THE CENTER LINE OF THE ROAD, 23 FEET SOUTHEAST OF A POWER LINE POLE,
 NT0256'21.3 FEET EAST OF THE SOUTHEAST END OF AN 18 INCH CORRUGATED METAL
 NT0256'PIPE CULVERT, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 NT0256'FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0255 ***********************************************************************
 NT0255  DESIGNATION -  109
 NT0255  PID         -  NT0255
 NT0255  STATE/COUNTY-  ID/BEAR LAKE
 NT0255  USGS QUAD   -  OVID (1967)
 NT0255
 NT0255                         *CURRENT SURVEY CONTROL
 NT0255  ___________________________________________________________________
 NT0255* NAD 83(1986)-  42 18 39.     (N)    111 25 48.     (W)     SCALED    
 NT0255* NAVD 88     -      1822.920  (meters)    5980.70   (feet)  ADJUSTED  
 NT0255  ___________________________________________________________________
 NT0255  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NT0255  DYNAMIC HT  -        1821.552 (meters)    5976.21  (feet)  COMP
 NT0255  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 NT0255
 NT0255  VERT ORDER  -  SECOND    CLASS 0
 NT0255
 NT0255.The horizontal coordinates were scaled from a topographic map and have
 NT0255.an estimated accuracy of +/- 6 seconds.
 NT0255
 NT0255.The orthometric height was determined by differential leveling
 NT0255.and adjusted by the National Geodetic Survey in June 1991..
 NT0255
 NT0255.The geoid height was determined by GEOID03.
 NT0255
 NT0255.The dynamic height is computed by dividing the NAVD 88
 NT0255.geopotential number by the normal gravity value computed on the
 NT0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0255.degrees latitude (g = 980.6199 gals.).
 NT0255
 NT0255.The modeled gravity was interpolated from observed gravity values.
 NT0255
 NT0255;                    North         East    Units  Estimated Accuracy
 NT0255;SPC ID E     -    71,810.      260,730.      MT  (+/- 180 meters Scaled)
 NT0255
 NT0255                          SUPERSEDED SURVEY CONTROL
 NT0255
 NT0255  NGVD 29 (??/??/92) 1821.715  (m)         5976.74   (f) ADJ UNCH    2 0
 NT0255
 NT0255.Superseded values are not recommended for survey control.
 NT0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0255.See file dsdata.txt to determine how the superseded data were derived.
 NT0255
 NT0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM645843(NAD 83)
 NT0255_MARKER: DD = SURVEY DISK
 NT0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0255_STAMPING: 109
 NT0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0255+STABILITY: SURFACE MOTION
 NT0255
 NT0255  HISTORY     - Date     Condition        Report By
 NT0255  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0255  HISTORY     - 1951     GOOD             NGS
 NT0255
 NT0255                          STATION DESCRIPTION
 NT0255
 NT0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0255'2.35 MI NW FROM OVID.
 NT0255'2.35 MILES NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM OVID SCHOOL, AT
 NT0255'A T JUNCTION WITH A DIRT ROAD LEADING NORTHEAST, AT THE SOUTHEAST END
 NT0255'OF A SLIGHT CURVE AND IN LINE WITH A RIGHT-OF-WAY FENCE LINE, 80 FEET
 NT0255'SOUTHWEST OF THE BM 108 (IDPW), 40 FEET SOUTHWEST OF THE CENTER LINE
 NT0255'OF THE ROAD, AND 3.4 FEET NORTH WEST OF A TELEPHONE POLE, AND SET IN
 NT0255'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND
 NT0255'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0238 ***********************************************************************
 OZ0238  DESIGNATION -  11
 OZ0238  PID         -  OZ0238
 OZ0238  STATE/COUNTY-  ID/CAMAS
 OZ0238  USGS QUAD   -  FAIRFIELD (1986)
 OZ0238
 OZ0238                         *CURRENT SURVEY CONTROL
 OZ0238  ___________________________________________________________________
 OZ0238* NAD 83(1986)-  43 20 31.     (N)    114 45 43.     (W)     SCALED    
 OZ0238* NAVD 88     -      1541.052  (meters)    5055.93   (feet)  ADJUSTED  
 OZ0238  ___________________________________________________________________
 OZ0238  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 OZ0238  DYNAMIC HT  -        1540.163 (meters)    5053.02  (feet)  COMP
 OZ0238  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 OZ0238
 OZ0238  VERT ORDER  -  SECOND    CLASS 0
 OZ0238
 OZ0238.The horizontal coordinates were scaled from a topographic map and have
 OZ0238.an estimated accuracy of +/- 6 seconds.
 OZ0238
 OZ0238.The orthometric height was determined by differential leveling
 OZ0238.and adjusted by the National Geodetic Survey in June 1991..
 OZ0238
 OZ0238.The geoid height was determined by GEOID03.
 OZ0238
 OZ0238.The dynamic height is computed by dividing the NAVD 88
 OZ0238.geopotential number by the normal gravity value computed on the
 OZ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0238.degrees latitude (g = 980.6199 gals.).
 OZ0238
 OZ0238.The modeled gravity was interpolated from observed gravity values.
 OZ0238
 OZ0238;                    North         East    Units  Estimated Accuracy
 OZ0238;SPC ID C     -   186,370.      438,220.      MT  (+/- 180 meters Scaled)
 OZ0238
 OZ0238                          SUPERSEDED SURVEY CONTROL
 OZ0238
 OZ0238  NGVD 29 (??/??/92) 1539.972  (m)         5052.39   (f) ADJ UNCH    2 0
 OZ0238
 OZ0238.Superseded values are not recommended for survey control.
 OZ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0238.See file dsdata.txt to determine how the superseded data were derived.
 OZ0238
 OZ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ814012(NAD 83)
 OZ0238_MARKER: DD = SURVEY DISK
 OZ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0238+STABILITY: SURFACE MOTION
 OZ0238
 OZ0238  HISTORY     - Date     Condition        Report By
 OZ0238  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0238  HISTORY     - 1950     GOOD             NGS
 OZ0238  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0238
 OZ0238                          STATION DESCRIPTION
 OZ0238
 OZ0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0238'1.8 MI E FROM FAIRFIELD.
 OZ0238'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0238'THENCE 1.5 MILES EAST ALONG STATE HIGHWAY 68, AT A T JUNCTION OF FENCE
 OZ0238'LINES, 117.1 FEET EAST OF THE CENTER OF THE SOUTH END OF AN 18-INCH
 OZ0238'CORRUGATED METAL PIPE CULVERT, 40 1/2 FEET SOUTH OF THE CENTER LINE OF
 OZ0238'THE HIGHWAY, 19 FEET EAST OF A TELEPHONE POLE, 1.6 FEET NORTHWEST OF A
 OZ0238'FENCE CORNER POST, 1.4 FEET SOUTHWEST OF A WITNESS POST, 0.7 FOOT
 OZ0238'NORTH OF A FENCE, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 OZ0238'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OZ0238
 OZ0238                          STATION RECOVERY (1981)
 OZ0238
 OZ0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0209 ***********************************************************************
 QA0209  DESIGNATION -  11 4033
 QA0209  PID         -  QA0209
 QA0209  STATE/COUNTY-  ID/CUSTER
 QA0209  USGS QUAD   -  RAMEY HILL (1962)
 QA0209
 QA0209                         *CURRENT SURVEY CONTROL
 QA0209  ___________________________________________________________________
 QA0209* NAD 83(1986)-  44 48 13.     (N)    114 48 27.     (W)     SCALED    
 QA0209* NAVD 88     -      1231.284  (meters)    4039.64   (feet)  ADJUSTED  
 QA0209  ___________________________________________________________________
 QA0209  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 QA0209  DYNAMIC HT  -        1230.515 (meters)    4037.11  (feet)  COMP
 QA0209  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 QA0209
 QA0209  VERT ORDER  -  SECOND    CLASS 0
 QA0209
 QA0209.The horizontal coordinates were scaled from a topographic map and have
 QA0209.an estimated accuracy of +/- 6 seconds.
 QA0209
 QA0209.The orthometric height was determined by differential leveling
 QA0209.and adjusted by the National Geodetic Survey in June 1991..
 QA0209
 QA0209.The geoid height was determined by GEOID03.
 QA0209
 QA0209.The dynamic height is computed by dividing the NAVD 88
 QA0209.geopotential number by the normal gravity value computed on the
 QA0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0209.degrees latitude (g = 980.6199 gals.).
 QA0209
 QA0209.The modeled gravity was interpolated from observed gravity values.
 QA0209
 QA0209;                    North         East    Units  Estimated Accuracy
 QA0209;SPC ID C     -   348,810.      436,120.      MT  (+/- 180 meters Scaled)
 QA0209
 QA0209                          SUPERSEDED SURVEY CONTROL
 QA0209
 QA0209  NGVD 29 (??/??/92) 1229.76   (m)         4034.6    (f) COMPUTED    2 0
 QA0209
 QA0209.Superseded values are not recommended for survey control.
 QA0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0209.See file dsdata.txt to determine how the superseded data were derived.
 QA0209
 QA0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK733634(NAD 83)
 QA0209_MARKER: DD = SURVEY DISK
 QA0209_SETTING: 80 = SET IN A BOULDER
 QA0209_SP_SET: BOULDER
 QA0209_STAMPING: 11 4033 1924
 QA0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0209+STABILITY: SURFACE MOTION
 QA0209
 QA0209  HISTORY     - Date     Condition        Report By
 QA0209  HISTORY     - 1924     MONUMENTED       USGS
 QA0209  HISTORY     - 1947     GOOD             NGS
 QA0209  HISTORY     - 1955     GOOD             NGS
 QA0209
 QA0209                          STATION DESCRIPTION
 QA0209
 QA0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 QA0209'25.7 MI NE FROM MIDDLE FORK GUARD STA.
 QA0209'25.7 MILES NE ALONG MIDDLE FORK TRAIL PROCEED ALONG THE U. S. FOREST
 QA0209'SERVICE TRAIL LEADING DOWNSTREAM FROM THE MIDDLE FORK GUARD STATION
 QA0209'UNTIL YOU REACH LOON CREEK, THERE YOU WILL COME UPON THE MARK SET IN A
 QA0209'LARGE BOULDER AT THE EDGE OF LOON CREEK, 44.8 FEET SOUTH OF THE WEST
 QA0209'END OF THE BRIDGE OVER LOON CREEK WHICH IS ALSO AT THE RAMEY RANCH.
 QA0209'USBM IS PAINTED WITH WHITE PAINT ON THE BOULDER.
 QA0209
 QA0209                          STATION RECOVERY (1955)
 QA0209
 QA0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QA0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0480 ***********************************************************************
 NW0480  DESIGNATION -  11 EMH
 NW0480  PID         -  NW0480
 NW0480  STATE/COUNTY-  ID/OWYHEE
 NW0480  USGS QUAD   -  HURRY UP CREEK (1973)
 NW0480
 NW0480                         *CURRENT SURVEY CONTROL
 NW0480  ___________________________________________________________________
 NW0480* NAD 83(1986)-  42 43 07.     (N)    116 30 46.     (W)     SCALED    
 NW0480* NAVD 88     -      1829.896  (meters)    6003.58   (feet)  POSTED    
 NW0480  ___________________________________________________________________
 NW0480  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 NW0480  DYNAMIC HT  -        1828.700 (meters)    5999.66  (feet)  COMP
 NW0480  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 NW0480
 NW0480  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0480
 NW0480.The horizontal coordinates were scaled from a topographic map and have
 NW0480.an estimated accuracy of +/- 6 seconds.
 NW0480
 NW0480.The orthometric height was determined by differential leveling
 NW0480.and adjusted by the National Geodetic Survey in 1992..
 NW0480.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0480.rate of 0.0 thru 1.0 mm/km.
 NW0480
 NW0480.The geoid height was determined by GEOID03.
 NW0480
 NW0480.The dynamic height is computed by dividing the NAVD 88
 NW0480.geopotential number by the normal gravity value computed on the
 NW0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0480.degrees latitude (g = 980.6199 gals.).
 NW0480
 NW0480.The modeled gravity was interpolated from observed gravity values.
 NW0480
 NW0480;                    North         East    Units  Estimated Accuracy
 NW0480;SPC ID W     -   117,120.      737,520.      MT  (+/- 180 meters Scaled)
 NW0480
 NW0480                          SUPERSEDED SURVEY CONTROL
 NW0480
 NW0480.No superseded survey control is available for this station.
 NW0480
 NW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH398296(NAD 83)
 NW0480_MARKER: DD = SURVEY DISK
 NW0480_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0480_SP_SET: COPPER-CLAD STEEL ROD
 NW0480_STAMPING: 11 EMH 1972 6000
 NW0480_MARK LOGO: USGS  
 NW0480_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0480+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0480
 NW0480  HISTORY     - Date     Condition        Report By
 NW0480  HISTORY     - 1972     MONUMENTED       USGS
 NW0480
 NW0480                          STATION DESCRIPTION
 NW0480
 NW0480'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0480'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0480'ROAD, THENCE 10.0 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, ABOUT 0.6
 NW0480'MILES SOUTHEAST OF THE INTERSECTION OF A ROAD FORK WEST AND A TRACK
 NW0480'ROAD SOUTHEAST, 67 FEET SOUTHEAST OF A LONE JUNIPER TREE ON THE
 NW0480'NORTHEAST SIDE OF THE ROAD, 28 FEET NORTHEAST AND ABOUT 1.0 FOOT
 NW0480'HIGHER THAN THE CENTERLINE OF THE ROAD, A 5/8 COPPER-COATED ROD
 NW0480'ENCASED IN A 6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1685 ***********************************************************************
 SV1685  DESIGNATION -  11 F 85
 SV1685  PID         -  SV1685
 SV1685  STATE/COUNTY-  ID/BENEWAH
 SV1685  USGS QUAD   -  TEKOA MOUNTAIN (1980)
 SV1685
 SV1685                         *CURRENT SURVEY CONTROL
 SV1685  ___________________________________________________________________
 SV1685* NAD 83(1992)-  47 18 54.48504(N)    117 01 32.55227(W)     ADJUSTED  
 SV1685* NAVD 88     -       985.1    (meters)    3232.     (feet)  VERTCON   
 SV1685  ___________________________________________________________________
 SV1685  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 SV1685  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 SV1685
 SV1685  HORZ ORDER  -  THIRD
 SV1685
 SV1685.The horizontal coordinates were established by classical geodetic methods
 SV1685.and adjusted by the National Geodetic Survey in July 1992..
 SV1685
 SV1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1685
 SV1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1685
 SV1685.The geoid height was determined by GEOID03.
 SV1685
 SV1685;                    North         East     Units Scale Factor Converg.
 SV1685;SPC ID W     -   628,415.732   703,553.704   MT  1.00004761   -0 56 16.2
 SV1685;SPC WA N     -    42,158.420   787,779.490   MT  1.00003961   +2 50 05.5
 SV1685;SPC WA N     -   138,314.75  2,584,573.21   sFT  1.00003961   +2 50 05.5
 SV1685;UTM  11      - 5,240,185.178   498,056.983   MT  0.99960005   -0 01 08.0
 SV1685
 SV1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1685!SPC ID W     -   0.99984843  x   1.00004761  =   0.99989603
 SV1685!SPC WA N     -   0.99984843  x   1.00003961  =   0.99988803
 SV1685!UTM  11      -   0.99984843  x   0.99960005  =   0.99944854
 SV1685
 SV1685:                Primary Azimuth Mark                     Grid Az
 SV1685:SPC ID W     -  11 F 89                                  216 05 38.2
 SV1685:SPC WA N     -  11 F 89                                  212 19 16.5
 SV1685:UTM  11      -  11 F 89                                  215 10 30.0
 SV1685
 SV1685|---------------------------------------------------------------------|
 SV1685| PID    Reference Object                     Distance      Geod. Az  |
 SV1685|                                                           dddmmss.s |
 SV1685| SV1689 11 F 89                             APPROX. 8.5 KM 2150922.0 |
 SV1685|---------------------------------------------------------------------|
 SV1685
 SV1685                          SUPERSEDED SURVEY CONTROL
 SV1685
 SV1685  NAD 83(1991)-  47 18 54.48495(N)    117 01 32.55222(W) AD(       ) 3
 SV1685  NAD 83(1986)-  47 18 54.49194(N)    117 01 32.54739(W) AD(       ) 3
 SV1685  NGVD 29 (10/02/90)  983.9    (m)         3228.     (f) VERT ANG       
 SV1685
 SV1685.Superseded values are not recommended for survey control.
 SV1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1685.See file dsdata.txt to determine how the superseded data were derived.
 SV1685
 SV1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN9805740185(NAD 83)
 SV1685_MARKER: DS = TRIANGULATION STATION DISK
 SV1685_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SV1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1685
 SV1685  HISTORY     - Date     Condition        Report By
 SV1685  HISTORY     - 1952     MONUMENTED       USGS
 SV1685
 SV1685                          STATION DESCRIPTION
 SV1685
 SV1685'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1685'LOCATED 8.5 MI SE. OF FAIRFIELD, 6.5 MI NE. OF LATAH.  ON SMALL,
 SV1685'WOODED RIDGE, 30 FT. S. OF FENCE LINE.
 SV1685'
 SV1685'TO REACH FROM TEKOA, GO 5.4 MI NE. ALONG STATE HWY. 3H TO SIDE
 SV1685'RD. LEFT (JUST S. OF CURVE IN HWY. 3H).  TURN N. AND FOLLOW MAIN
 SV1685'RD. 2.2 MI TO RR. X-ING. AND INTERSECTION OF FOUR RDS., CROSS
 SV1685'TRACK AND TURN N. 1.2 MI TO TOP OF RIDGE AT SHARP TURN.  LEAVE RD.
 SV1685'AND FOLLOW DIM TRAIL 1.2 MI W. ALONG RIDGE TO HIGH POINT OF RIDGE
 SV1685'AND STATION.  IN DRY WEATHER TRUCK CAN BE DRIVEN TO STATION.
 SV1685'
 SV1685'STATION MARK--STANDARD TABLET STAMPED---11-F-85 1952---, SET IN
 SV1685'CONCRETE MONUMENT.
 SV1685'
 SV1685'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1690 ***********************************************************************
 SV1690  DESIGNATION -  11 F 90
 SV1690  PID         -  SV1690
 SV1690  STATE/COUNTY-  ID/BENEWAH
 SV1690  USGS QUAD   -  TEKOA (1964)
 SV1690
 SV1690                         *CURRENT SURVEY CONTROL
 SV1690  ___________________________________________________________________
 SV1690* NAD 83(1992)-  47 14 34.55256(N)    117 00 18.05304(W)     ADJUSTED  
 SV1690* NAVD 88     -       825.4    (meters)    2708.     (feet)  VERTCON   
 SV1690  ___________________________________________________________________
 SV1690  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 SV1690  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 SV1690
 SV1690  HORZ ORDER  -  THIRD
 SV1690
 SV1690.The horizontal coordinates were established by classical geodetic methods
 SV1690.and adjusted by the National Geodetic Survey in July 1992..
 SV1690
 SV1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1690
 SV1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1690
 SV1690.The geoid height was determined by GEOID03.
 SV1690
 SV1690;                    North         East     Units Scale Factor Converg.
 SV1690;SPC ID W     -   620,363.702   704,989.025   MT  1.00004424   -0 55 17.6
 SV1690;SPC WA N     -    34,218.245   789,741.454   MT  1.00005786   +2 51 00.9
 SV1690;SPC WA N     -   112,264.36  2,591,010.09   sFT  1.00005786   +2 51 00.9
 SV1690;UTM  11      - 5,232,160.768   499,620.483   MT  0.99960000   -0 00 13.3
 SV1690
 SV1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1690!SPC ID W     -   0.99987347  x   1.00004424  =   0.99991771
 SV1690!SPC WA N     -   0.99987347  x   1.00005786  =   0.99993133
 SV1690!UTM  11      -   0.99987347  x   0.99960000  =   0.99947352
 SV1690
 SV1690:                Primary Azimuth Mark                     Grid Az
 SV1690:SPC ID W     -  11 F 89                                  280 12 47.7
 SV1690:SPC WA N     -  11 F 89                                  276 26 29.2
 SV1690:UTM  11      -  11 F 89                                  279 17 43.4
 SV1690
 SV1690|---------------------------------------------------------------------|
 SV1690| PID    Reference Object                     Distance      Geod. Az  |
 SV1690|                                                           dddmmss.s |
 SV1690| SV1689 11 F 89                             APPROX. 6.6 KM 2791730.1 |
 SV1690|---------------------------------------------------------------------|
 SV1690
 SV1690                          SUPERSEDED SURVEY CONTROL
 SV1690
 SV1690  NAD 83(1991)-  47 14 34.55225(N)    117 00 18.05321(W) AD(       ) 3
 SV1690  NAD 83(1986)-  47 14 34.55993(N)    117 00 18.04879(W) AD(       ) 3
 SV1690  NGVD 29 (10/02/90)  824.2    (m)         2704.     (f) VERT ANG       
 SV1690
 SV1690.Superseded values are not recommended for survey control.
 SV1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1690.See file dsdata.txt to determine how the superseded data were derived.
 SV1690
 SV1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN9962032161(NAD 83)
 SV1690_MARKER: DS = TRIANGULATION STATION DISK
 SV1690_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1690
 SV1690  HISTORY     - Date     Condition        Report By
 SV1690  HISTORY     - 1952     MONUMENTED       USGS
 SV1690
 SV1690                          STATION DESCRIPTION
 SV1690
 SV1690'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 SV1690'LOCATED 7.5 MI E. OF LATAH, 4.5 MI NE. OF TEKOA.  400 FT. N. OF
 SV1690'OLD ORCHARD AT FIELD CORNER.
 SV1690'
 SV1690'TO REACH FROM TEKOA POST OFFICE, GO 0.2 MI N. ON MAIN STREET TO
 SV1690'T-RD.  TURN RIGHT AND GO 2.8 MI NE. ALONG MAIN RD. TO SIDE RD.
 SV1690'E., CROSS RR. TRACKS AND GO 0.1 MI TO SECOND WOODEN BRIDGE, CROSS
 SV1690'BRIDGE, TURN S. AND FOLLOW FIELD RD. 1.3 MI TO OLD ORCHARD ON
 SV1690'LEFT.  TURN LEFT AND FOLLOW FIELD LINE ALONG EAST EDGE OF ORCHARD
 SV1690'ABOUT 400 FT. TO TOP OF RIDGE AND STATION.
 SV1690'
 SV1690'STATION MARK--STANDARD TABLET STAMPED---11-F-90 1952---, IN
 SV1690'CONCRETE POST 1 FT. BELOW SURFACE.
 SV1690'
 SV1690'RMS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0437 ***********************************************************************
 NW0437  DESIGNATION -  11 FMK
 NW0437  PID         -  NW0437
 NW0437  STATE/COUNTY-  ID/OWYHEE
 NW0437  USGS QUAD   -  FLINT (1990)
 NW0437
 NW0437                         *CURRENT SURVEY CONTROL
 NW0437  ___________________________________________________________________
 NW0437* NAD 83(1986)-  42 53 15.     (N)    116 50 48.     (W)     SCALED    
 NW0437* NAVD 88     -      1438.508  (meters)    4719.51   (feet)  POSTED    
 NW0437  ___________________________________________________________________
 NW0437  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 NW0437  DYNAMIC HT  -        1437.620 (meters)    4716.59  (feet)  COMP
 NW0437  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 NW0437
 NW0437  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0437
 NW0437.The horizontal coordinates were scaled from a topographic map and have
 NW0437.an estimated accuracy of +/- 6 seconds.
 NW0437
 NW0437.The orthometric height was determined by differential leveling
 NW0437.and adjusted by the National Geodetic Survey in 1992..
 NW0437.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0437.rate of 1.1 thru 2.0 mm/km.
 NW0437
 NW0437.The geoid height was determined by GEOID03.
 NW0437
 NW0437.The dynamic height is computed by dividing the NAVD 88
 NW0437.geopotential number by the normal gravity value computed on the
 NW0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0437.degrees latitude (g = 980.6199 gals.).
 NW0437
 NW0437.The modeled gravity was interpolated from observed gravity values.
 NW0437
 NW0437;                    North         East    Units  Estimated Accuracy
 NW0437;SPC ID W     -   136,180.      710,420.      MT  (+/- 180 meters Scaled)
 NW0437
 NW0437                          SUPERSEDED SURVEY CONTROL
 NW0437
 NW0437.No superseded survey control is available for this station.
 NW0437
 NW0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH125483(NAD 83)
 NW0437_MARKER: DD = SURVEY DISK
 NW0437_SETTING: 66 = SET IN ROCK OUTCROP
 NW0437_SP_SET: ROCK OUTCROP
 NW0437_STAMPING: 11 FMK 1964
 NW0437_MARK LOGO: USGS  
 NW0437_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0437+STABILITY: POSITION/ELEVATION WELL
 NW0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0437+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0437
 NW0437  HISTORY     - Date     Condition        Report By
 NW0437  HISTORY     - 1964     MONUMENTED       USGS
 NW0437
 NW0437                          STATION DESCRIPTION
 NW0437
 NW0437'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0437'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0437'SOUTHEAST ALONG COUNTY ROAD, THENCE 11.4 MILES SOUTHEAST ALONG FLINT
 NW0437'CREEK ROAD, 60 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 8 FEET
 NW0437'ABOVE THE ROAD, 49 FEET NORTH OF A FENCE, 7 FEET WEST OF A WITNESS
 NW0437'POST, IN THE EDGE OF A LARGE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0255 ***********************************************************************
 PY0255  DESIGNATION -  11 LC
 PY0255  PID         -  PY0255
 PY0255  STATE/COUNTY-  ID/FREMONT
 PY0255  USGS QUAD   -  TARGHEE PASS (1964)
 PY0255
 PY0255                         *CURRENT SURVEY CONTROL
 PY0255  ___________________________________________________________________
 PY0255* NAD 83(1986)-  44 38 52.     (N)    111 18 54.     (W)     SCALED    
 PY0255* NAVD 88     -      2052.306  (meters)    6733.27   (feet)  ADJUSTED  
 PY0255  ___________________________________________________________________
 PY0255  GEOID HEIGHT-          -8.82  (meters)                     GEOID03
 PY0255  DYNAMIC HT  -        2051.146 (meters)    6729.47  (feet)  COMP
 PY0255  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 PY0255
 PY0255  VERT ORDER  -  FIRST     CLASS II
 PY0255
 PY0255.The horizontal coordinates were scaled from a topographic map and have
 PY0255.an estimated accuracy of +/- 6 seconds.
 PY0255
 PY0255.The orthometric height was determined by differential leveling
 PY0255.and adjusted by the National Geodetic Survey in June 1991..
 PY0255.WARNING-Repeat measurements at this control monument indicate possible
 PY0255.vertical movement.
 PY0255
 PY0255.The geoid height was determined by GEOID03.
 PY0255
 PY0255.The dynamic height is computed by dividing the NAVD 88
 PY0255.geopotential number by the normal gravity value computed on the
 PY0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0255.degrees latitude (g = 980.6199 gals.).
 PY0255
 PY0255.The modeled gravity was interpolated from observed gravity values.
 PY0255
 PY0255;                    North         East    Units  Estimated Accuracy
 PY0255;SPC ID E     -   331,520.      267,560.      MT  (+/- 180 meters Scaled)
 PY0255
 PY0255                          SUPERSEDED SURVEY CONTROL
 PY0255
 PY0255  NGVD 29 (08/20/92) 2051.064  (m)         6729.20   (f) ADJUSTED    1 2
 PY0255
 PY0255.Superseded values are not recommended for survey control.
 PY0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0255.See file dsdata.txt to determine how the superseded data were derived.
 PY0255
 PY0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ750438(NAD 83)
 PY0255_MARKER: DD = SURVEY DISK
 PY0255_SETTING: 80 = SET IN A BOULDER
 PY0255_STAMPING: 11 LC 1963 6730
 PY0255_MARK LOGO: USGS  
 PY0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0255+STABILITY: SURFACE MOTION
 PY0255
 PY0255  HISTORY     - Date     Condition        Report By
 PY0255  HISTORY     - 1963     MONUMENTED       USGS
 PY0255  HISTORY     - 1964     GOOD             NGS
 PY0255  HISTORY     - 1983     GOOD             NGS
 PY0255
 PY0255                          STATION DESCRIPTION
 PY0255
 PY0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0255'4.9 MI E FROM HENRYS LAKE.
 PY0255'ABOUT 3.75 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE
 PY0255'TO HENRYS LAKE LODGE AT HENRYS LAKE, THENCE 1.15 MILES NORTHEAST ALONG
 PY0255'U.S. HIGHWAY 191 AND 20 AND STATE HIGHWAY 287, 57 FEET EAST OF THE
 PY0255'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A BOULDER WHICH IS FLUSH
 PY0255'WITH THE GROUND, 62 FEET SOUTH OF THE CENTER LINE OF AN ENTRANCE ROAD
 PY0255'TO A PASTURE, 3 1/2 FEET WEST OF A FENCE, 2.6 FEET SOUTHWEST OF A
 PY0255'METAL WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 PY0255
 PY0255                          STATION RECOVERY (1983)
 PY0255
 PY0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0988 ***********************************************************************
 NV0988  DESIGNATION -  11 LC
 NV0988  PID         -  NV0988
 NV0988  STATE/COUNTY-  ID/TWIN FALLS
 NV0988  USGS QUAD   -  ROSEWORTH SE (1979)
 NV0988
 NV0988                         *CURRENT SURVEY CONTROL
 NV0988  ___________________________________________________________________
 NV0988* NAD 83(1992)-  42 19 04.66094(N)    114 49 53.31583(W)     ADJUSTED  
 NV0988* NAVD 88     -      1463.38   (+/-2cm)    4801.1    (feet)  VERTCON   
 NV0988  ___________________________________________________________________
 NV0988  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 NV0988  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 NV0988
 NV0988  HORZ ORDER  -  THIRD
 NV0988  VERT ORDER  -  THIRD ? (See Below)
 NV0988
 NV0988.The horizontal coordinates were established by classical geodetic methods
 NV0988.and adjusted by the National Geodetic Survey in July 1992..
 NV0988
 NV0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0988.The vertical order pertains to the NGVD 29 superseded value.
 NV0988
 NV0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0988
 NV0988.The geoid height was determined by GEOID03.
 NV0988
 NV0988;                    North         East     Units Scale Factor Converg.
 NV0988;SPC ID C     -    72,672.378   431,458.915   MT  1.00000515   -0 33 35.3
 NV0988;UTM  11      - 4,687,357.371   678,699.187   MT  0.99999292   +1 27 37.2
 NV0988
 NV0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0988!SPC ID C     -   0.99977298  x   1.00000515  =   0.99977813
 NV0988!UTM  11      -   0.99977298  x   0.99999292  =   0.99976591
 NV0988
 NV0988:                Primary Azimuth Mark                     Grid Az
 NV0988:SPC ID C     -  CEDAR                                    062 07 14.8
 NV0988:UTM  11      -  CEDAR                                    060 06 02.3
 NV0988
 NV0988|---------------------------------------------------------------------|
 NV0988| PID    Reference Object                     Distance      Geod. Az  |
 NV0988|                                                           dddmmss.s |
 NV0988| NV0990 CEDAR                               APPROX. 3.2 KM 0613339.5 |
 NV0988|---------------------------------------------------------------------|
 NV0988
 NV0988                          SUPERSEDED SURVEY CONTROL
 NV0988
 NV0988  NAD 83(1986)-  42 19 04.66205(N)    114 49 53.31538(W) AD(       ) 3
 NV0988  NGVD 29 (02/23/89) 1462.35   (m)         4797.7    (f) LEVELING    3  
 NV0988
 NV0988.Superseded values are not recommended for survey control.
 NV0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0988.See file dsdata.txt to determine how the superseded data were derived.
 NV0988
 NV0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG7869987357(NAD 83)
 NV0988_MARKER: DB = BENCH MARK DISK
 NV0988_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NV0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0988
 NV0988  HISTORY     - Date     Condition        Report By
 NV0988  HISTORY     - 1963     MONUMENTED       USGS
 NV0988
 NV0988                          STATION DESCRIPTION
 NV0988
 NV0988'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NV0988'LOCATED ABOUT 13.5 MI WSW. OF HOLLISTER, 6 MI SE. OF ROSEWORTH,
 NV0988'0.5 MI W. OF CEDAR CREEK AT X-ING.  307 FT. N. OF SEC. COR. S5 S4
 NV0988'S8 S9, ABOUT 50 FT. S. OF TRACK RD.
 NV0988'
 NV0988'TO REACH FROM CASTLEFORD POST OFFICE, GO 14.6 MI S. ALONG OIL AND
 NV0988'GRAVEL RD. TO T-RD. JCT. (0.98 MI S. OF ROSEWORTH SCHOOLHOUSE).
 NV0988'GO 4.4 MI SE. ALONG DIRT RD. TO CURVE.  0.4 MI NW. OF CEDAR CREEK
 NV0988'CANYON.  21 FT. SW. OF CENTER OF RD. AND 1 FT. HIGHER, 2 FT. NE.
 NV0988'OF WITNESS POST.
 NV0988'
 NV0988'STATION MARK--STANDARD BRASS BM TABLET
 NV0988'STAMPED---11 LC 1957 4798---, ON CONCRETE POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0536 ***********************************************************************
 NW0536  DESIGNATION -  11 MDC
 NW0536  PID         -  NW0536
 NW0536  STATE/COUNTY-  ID/OWYHEE
 NW0536  USGS QUAD   -  FAIRYLAWN (1973)
 NW0536
 NW0536                         *CURRENT SURVEY CONTROL
 NW0536  ___________________________________________________________________
 NW0536* NAD 83(1986)-  42 35 19.     (N)    116 59 14.     (W)     SCALED    
 NW0536* NAVD 88     -      1599.484  (meters)    5247.64   (feet)  POSTED    
 NW0536  ___________________________________________________________________
 NW0536  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 NW0536  DYNAMIC HT  -        1598.510 (meters)    5244.44  (feet)  COMP
 NW0536  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 NW0536
 NW0536  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NW0536
 NW0536.The horizontal coordinates were scaled from a topographic map and have
 NW0536.an estimated accuracy of +/- 6 seconds.
 NW0536
 NW0536.The orthometric height was determined by differential leveling
 NW0536.and adjusted by the National Geodetic Survey in 1992..
 NW0536.No vertical observational check was made to the station.
 NW0536.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NW0536.was located on a no-check spur therefore a value was not computed.
 NW0536
 NW0536.The geoid height was determined by GEOID03.
 NW0536
 NW0536.The dynamic height is computed by dividing the NAVD 88
 NW0536.geopotential number by the normal gravity value computed on the
 NW0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0536.degrees latitude (g = 980.6199 gals.).
 NW0536
 NW0536.The modeled gravity was interpolated from observed gravity values.
 NW0536
 NW0536;                    North         East    Units  Estimated Accuracy
 NW0536;SPC ID W     -   103,140.      698,450.      MT  (+/- 180 meters Scaled)
 NW0536
 NW0536                          SUPERSEDED SURVEY CONTROL
 NW0536
 NW0536.No superseded survey control is available for this station.
 NW0536
 NW0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH010151(NAD 83)
 NW0536_MARKER: DD = SURVEY DISK
 NW0536_SETTING: 66 = SET IN ROCK OUTCROP
 NW0536_SP_SET: ROCK OUTCROP
 NW0536_STAMPING: 11 MDC 1973 5244
 NW0536_MARK LOGO: USGS  
 NW0536_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0536+STABILITY: POSITION/ELEVATION WELL
 NW0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0536+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0536
 NW0536  HISTORY     - Date     Condition        Report By
 NW0536  HISTORY     - 1973     MONUMENTED       USGS
 NW0536
 NW0536                          STATION DESCRIPTION
 NW0536
 NW0536'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0536'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0536'SOUTH ALONG A GRAVELED ROAD, THENCE 11.1 MILES SOUTH ALONG A DIRT ROAD
 NW0536'TOWARD GRANDVIEW, IDAHO, TO THE TOP OF A GRADE AND TO A T-ROAD TO THE
 NW0536'SOUTHEAST, THENCE 0.1 MILES SOUTHEAST ALONG THE TRACK ROAD, THENCE
 NW0536'0.05 MILES SOUTHWEST ACROSS COUNTRY TO THE TOP OF A LAVA OUTCROP, 4
 NW0536'FEET SOUTHWEST OF A CAIRN AND 6 FEET NORTHWEST OF A TREE, CEMENTED IN
 NW0536'THE LAVA OUTCROP, PROJECTING 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1093 ***********************************************************************
 SU1093  DESIGNATION -  11 RESET
 SU1093  PID         -  SU1093
 SU1093  STATE/COUNTY-  ID/SHOSHONE
 SU1093  USGS QUAD   -  AVERY (1995)
 SU1093
 SU1093                         *CURRENT SURVEY CONTROL
 SU1093  ___________________________________________________________________
 SU1093* NAD 83(1986)-  47 18 07.     (N)    115 46 13.     (W)     SCALED    
 SU1093* NAVD 88     -       865.28   (meters)    2838.8    (feet)  RESET     
 SU1093  ___________________________________________________________________
 SU1093  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 SU1093
 SU1093  VERT ORDER  -  THIRD
 SU1093
 SU1093.The horizontal coordinates were scaled from a topographic map and have
 SU1093.an estimated accuracy of +/- 6 seconds.
 SU1093
 SU1093.The orthometric height was computed from unverified reset data.
 SU1093.No vertical observational check was made to the station.
 SU1093
 SU1093.The geoid height was determined by GEOID03.
 SU1093
 SU1093;                    North         East    Units  Estimated Accuracy
 SU1093;SPC ID W     -   626,160.      798,470.      MT  (+/- 180 meters Scaled)
 SU1093
 SU1093                          SUPERSEDED SURVEY CONTROL
 SU1093
 SU1093  NGVD 29 (03/27/06)  864.11   (m)         2835.0    (f) RESET       3  
 SU1093
 SU1093.Superseded values are not recommended for survey control.
 SU1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1093.See file dsdata.txt to determine how the superseded data were derived.
 SU1093
 SU1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN929394(NAD 83)
 SU1093_MARKER: DV = VERTICAL CONTROL DISK
 SU1093_SETTING: 66 = SET IN ROCK OUTCROP
 SU1093_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SU1093_STAMPING: 11 USGS RESET 1988
 SU1093_MARK LOGO: NGS   
 SU1093_MAGNETIC: N = NO MAGNETIC MATERIAL
 SU1093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1093+STABILITY: POSITION/ELEVATION WELL
 SU1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SU1093+SATELLITE: SATELLITE OBSERVATIONS - 1988
 SU1093
 SU1093  HISTORY     - Date     Condition        Report By
 SU1093  HISTORY     - 1988     MONUMENTED       NGS
 SU1093
 SU1093                          STATION DESCRIPTION
 SU1093
 SU1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 SU1093'MARK IS LOCATED IN THE ST JOE NATIONAL FOREST AT THE NORTHEAST END OF
 SU1093'THE OLD RAILROAD BRIDGE OVER THE NORTH FORK OF THE ST. JOE RIVER.
 SU1093'OWNERSHIP--U.S. FOREST SERVICE.  REACHED FROM THE OLD RAILROAD
 SU1093'STATION IN AVERY.  GO EAST, NORTHEAST AND NORTH ON THE OLD ABANDON
 SU1093'RAILROAD GRADE (WHICH IS NOW A GRAVEL ROAD) FOR 8.5 KM (5.3 MI) TO
 SU1093'THE BRIDGE OVER THE NORTH FORK OF THE ST. JOE RIVER, CONTINUE AHEAD
 SU1093'ACROSS THE BRIDE FOR 0.3 KM (0.2 MI) TO THE NORTHEAST END OF THE
 SU1093'BRIDGE AND THE MARK ON THE LEFT.  LOCATED 3.1 M (10.2 FT) NORTHEAST
 SU1093'OF AND 7.7 M (25.3 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF THE
 SU1093'BRIDGE AND 0.9 M (3.0 FT) EAST OF A FIBERGLASS WITNESS POST.  MARK IS
 SU1093'IN OUTCROP AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0442 ***********************************************************************
 PZ0442  DESIGNATION -  11 Y
 PZ0442  PID         -  PZ0442
 PZ0442  STATE/COUNTY-  ID/CUSTER
 PZ0442  USGS QUAD   -  CHILLY BUTTES (1967)
 PZ0442
 PZ0442                         *CURRENT SURVEY CONTROL
 PZ0442  ___________________________________________________________________
 PZ0442* NAD 83(1986)-  44 00 56.     (N)    113 58 08.     (W)     SCALED    
 PZ0442* NAVD 88     -      1995.520  (meters)    6546.97   (feet)  ADJUSTED  
 PZ0442  ___________________________________________________________________
 PZ0442  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 PZ0442  DYNAMIC HT  -        1994.199 (meters)    6542.63  (feet)  COMP
 PZ0442  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 PZ0442
 PZ0442  VERT ORDER  -  FIRST     CLASS II
 PZ0442
 PZ0442.The horizontal coordinates were scaled from a topographic map and have
 PZ0442.an estimated accuracy of +/- 6 seconds.
 PZ0442
 PZ0442.The orthometric height was determined by differential leveling
 PZ0442.and adjusted by the National Geodetic Survey in June 1991..
 PZ0442
 PZ0442.The geoid height was determined by GEOID03.
 PZ0442
 PZ0442.The dynamic height is computed by dividing the NAVD 88
 PZ0442.geopotential number by the normal gravity value computed on the
 PZ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0442.degrees latitude (g = 980.6199 gals.).
 PZ0442
 PZ0442.The modeled gravity was interpolated from observed gravity values.
 PZ0442
 PZ0442;                    North         East    Units  Estimated Accuracy
 PZ0442;SPC ID C     -   260,920.      502,500.      MT  (+/- 180 meters Scaled)
 PZ0442
 PZ0442                          SUPERSEDED SURVEY CONTROL
 PZ0442
 PZ0442  NGVD 29 (??/??/92) 1994.142  (m)         6542.45   (f) ADJ UNCH    1 2
 PZ0442
 PZ0442.Superseded values are not recommended for survey control.
 PZ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0442.See file dsdata.txt to determine how the superseded data were derived.
 PZ0442
 PZ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP620778(NAD 83)
 PZ0442_MARKER: DD = SURVEY DISK
 PZ0442_SETTING: 80 = SET IN A BOULDER
 PZ0442_SP_SET: BOULDER
 PZ0442_STAMPING: 11 Y 1931
 PZ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0442+STABILITY: SURFACE MOTION
 PZ0442
 PZ0442  HISTORY     - Date     Condition        Report By
 PZ0442  HISTORY     - 1955     MONUMENTED       USGS
 PZ0442  HISTORY     - 1955     MARK NOT FOUND   NGS
 PZ0442  HISTORY     - 1983     MARK NOT FOUND   NGS
 PZ0442
 PZ0442                          STATION DESCRIPTION
 PZ0442
 PZ0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PZ0442'6 MI SW FROM CHILLY.
 PZ0442'6.0 MILES SOUTHWEST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 PZ0442'JUNCTION OF STATE HIGHWAY 27 NEAR CHILLY, AT THE FOOT OF A BLUFF, 300
 PZ0442'FEET SOUTHWEST OF THE KENT SCHOOLHOUSE, 15 FEET NORTH OF THE
 PZ0442'CENTERLINE OF THE ROAD, AND IN THE TOP OF A LARGE BOULDER MARKED BY
 PZ0442'THE PAINTED LETTERS US 6541.3 PBM.  A U.S. GEOLOGICAL SURVEY STANDARD
 PZ0442'DISK, STAMPED 11 Y 1931.
 PZ0442
 PZ0442                          STATION RECOVERY (1983)
 PZ0442
 PZ0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PZ0442'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THE BENCH MARK HAS BEEN
 PZ0442'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0355 ***********************************************************************
 NT0355  DESIGNATION -  110
 NT0355  PID         -  NT0355
 NT0355  STATE/COUNTY-  ID/FRANKLIN
 NT0355  USGS QUAD   -  FRANKLIN (1969)
 NT0355
 NT0355                         *CURRENT SURVEY CONTROL
 NT0355  ___________________________________________________________________
 NT0355* NAD 83(1986)-  42 03 13.     (N)    111 49 05.     (W)     SCALED    
 NT0355* NAVD 88     -      1397.687  (meters)    4585.58   (feet)  ADJUSTED  
 NT0355  ___________________________________________________________________
 NT0355  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 NT0355  DYNAMIC HT  -        1396.721 (meters)    4582.41  (feet)  COMP
 NT0355  MODELED GRAV-     979,882.7   (mgal)                       NAVD 88
 NT0355
 NT0355  VERT ORDER  -  SECOND    CLASS 0
 NT0355
 NT0355.The horizontal coordinates were scaled from a topographic map and have
 NT0355.an estimated accuracy of +/- 6 seconds.
 NT0355
 NT0355.The orthometric height was determined by differential leveling
 NT0355.and adjusted by the National Geodetic Survey in June 1991..
 NT0355
 NT0355.The geoid height was determined by GEOID03.
 NT0355
 NT0355.The dynamic height is computed by dividing the NAVD 88
 NT0355.geopotential number by the normal gravity value computed on the
 NT0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0355.degrees latitude (g = 980.6199 gals.).
 NT0355
 NT0355.The modeled gravity was interpolated from observed gravity values.
 NT0355
 NT0355;                    North         East    Units  Estimated Accuracy
 NT0355;SPC ID E     -    43,040.      228,860.      MT  (+/- 180 meters Scaled)
 NT0355
 NT0355                          SUPERSEDED SURVEY CONTROL
 NT0355
 NT0355  NGVD 29 (??/??/92) 1396.67   (m)         4582.2    (f) COMPUTED    2 0
 NT0355
 NT0355.Superseded values are not recommended for survey control.
 NT0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0355.See file dsdata.txt to determine how the superseded data were derived.
 NT0355
 NT0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM323560(NAD 83)
 NT0355_MARKER: DD = SURVEY DISK
 NT0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0355_STAMPING: 110
 NT0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0355+STABILITY: SURFACE MOTION
 NT0355
 NT0355  HISTORY     - Date     Condition        Report By
 NT0355  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0355  HISTORY     - 1951     GOOD             NGS
 NT0355  HISTORY     - 20050717 MARK NOT FOUND   GEOCAC
 NT0355
 NT0355                          STATION DESCRIPTION
 NT0355
 NT0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0355'3.0 MI NW FROM FRANKLIN.
 NT0355'0.8 MILES NORTHWEST ALONG U. S. HIGHWAY 91 FROM THE POST OFFICE IN
 NT0355'FRANKLIN, THENCE 0.3 MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE 0.7
 NT0355'MILES NORTHWEST ALONG AN ASPHALT COUNTY ROAD, THENCE 1.2 MILES NORTH
 NT0355'ALONG A GRAVEL ROAD, AT THE JUNCTION OF U. S. HIGHWAY 91, ABOUT 4.4
 NT0355'MILES SOUTHEAST OF THE FRANKLIN COUNTY COURTHOUSE IN PRESTON, AT A
 NT0355'POINT WHERE A POWER LINE CROSSES THE HIGHWAY, 54 FEET NORTHEAST OF THE
 NT0355'NORTHEAST RAIL OF THE UNION PACIFIC COMPANY RAILROAD, 32.2 FEET
 NT0355'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16 1/2 FEET SOUTHEAST OF
 NT0355'THE CENTER LINE OF THE GRAVEL ROAD, 2.1 FEET SOUTHWEST OF A SLOW SIGN,
 NT0355'ABOUT ONE FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 NT0355'CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
 NT0355
 NT0355                          STATION RECOVERY (2005)
 NT0355
 NT0355'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NT0355'THE STATION LIES WITHIN AN AREA OF ROAD CONSTRUCTION ALONG US HIGHWAY
 NT0355'91.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0254 ***********************************************************************
 NT0254  DESIGNATION -  110
 NT0254  PID         -  NT0254
 NT0254  STATE/COUNTY-  ID/BEAR LAKE
 NT0254  USGS QUAD   -  OVID (1967)
 NT0254
 NT0254                         *CURRENT SURVEY CONTROL
 NT0254  ___________________________________________________________________
 NT0254* NAD 83(1986)-  42 18 43.     (N)    111 25 49.     (W)     SCALED    
 NT0254* NAVD 88     -      1823.735  (meters)    5983.37   (feet)  ADJUSTED  
 NT0254  ___________________________________________________________________
 NT0254  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NT0254  DYNAMIC HT  -        1822.366 (meters)    5978.88  (feet)  COMP
 NT0254  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 NT0254
 NT0254  VERT ORDER  -  SECOND    CLASS 0
 NT0254
 NT0254.The horizontal coordinates were scaled from a topographic map and have
 NT0254.an estimated accuracy of +/- 6 seconds.
 NT0254
 NT0254.The orthometric height was determined by differential leveling
 NT0254.and adjusted by the National Geodetic Survey in June 1991..
 NT0254
 NT0254.The geoid height was determined by GEOID03.
 NT0254
 NT0254.The dynamic height is computed by dividing the NAVD 88
 NT0254.geopotential number by the normal gravity value computed on the
 NT0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0254.degrees latitude (g = 980.6199 gals.).
 NT0254
 NT0254.The modeled gravity was interpolated from observed gravity values.
 NT0254
 NT0254;                    North         East    Units  Estimated Accuracy
 NT0254;SPC ID E     -    71,930.      260,710.      MT  (+/- 180 meters Scaled)
 NT0254
 NT0254                          SUPERSEDED SURVEY CONTROL
 NT0254
 NT0254  NGVD 29 (??/??/92) 1822.529  (m)         5979.41   (f) ADJ UNCH    2 0
 NT0254
 NT0254.Superseded values are not recommended for survey control.
 NT0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0254.See file dsdata.txt to determine how the superseded data were derived.
 NT0254
 NT0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM645845(NAD 83)
 NT0254_MARKER: DD = SURVEY DISK
 NT0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0254_STAMPING: 110
 NT0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0254+STABILITY: SURFACE MOTION
 NT0254
 NT0254  HISTORY     - Date     Condition        Report By
 NT0254  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0254  HISTORY     - 1951     GOOD             NGS
 NT0254  HISTORY     - 1966     MARK NOT FOUND   USGS
 NT0254
 NT0254                          STATION DESCRIPTION
 NT0254
 NT0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0254'2.4 MI NW FROM OVID.
 NT0254'2.4 MILES NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM OVID SCHOOL,
 NT0254'ABOUT 85 YARDS EAST OF A LARGE RED BARN AND AT THE NORTHWEST END OF A
 NT0254'SLIGHT CURVE, AND IN LINE WITH A POWER LINE POLE, 40 FEET NORTHEAST OF
 NT0254'THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTHEAST OF A CORNER FENCE
 NT0254'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 NT0254'THE GROUND, AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THERE IS NO
 NT0254'REMAINING SIGN OF THE MARK OR THE POST.  THE FENCE, AS MENTIONED IN
 NT0254'THE DESCRIPTION STILL EXISTS, BUT IT LOOKS TO BE RATHER NEW AND
 NT0254'POSSIBLY THE MARK HAVE BEEN DESTROYED WHEN THE FENCE WAS REPLACED.
 NT0254
 NT0254                          STATION RECOVERY (1966)
 NT0254
 NT0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NT0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0253 ***********************************************************************
 NT0253  DESIGNATION -  111
 NT0253  PID         -  NT0253
 NT0253  STATE/COUNTY-  ID/BEAR LAKE
 NT0253  USGS QUAD   -  OVID (1967)
 NT0253
 NT0253                         *CURRENT SURVEY CONTROL
 NT0253  ___________________________________________________________________
 NT0253* NAD 83(1986)-  42 18 42.     (N)    111 25 50.     (W)     SCALED    
 NT0253* NAVD 88     -      1823.219  (meters)    5981.68   (feet)  ADJUSTED  
 NT0253  ___________________________________________________________________
 NT0253  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NT0253  DYNAMIC HT  -        1821.850 (meters)    5977.19  (feet)  COMP
 NT0253  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 NT0253
 NT0253  VERT ORDER  -  SECOND    CLASS 0
 NT0253
 NT0253.The horizontal coordinates were scaled from a topographic map and have
 NT0253.an estimated accuracy of +/- 6 seconds.
 NT0253
 NT0253.The orthometric height was determined by differential leveling
 NT0253.and adjusted by the National Geodetic Survey in June 1991..
 NT0253
 NT0253.The geoid height was determined by GEOID03.
 NT0253
 NT0253.The dynamic height is computed by dividing the NAVD 88
 NT0253.geopotential number by the normal gravity value computed on the
 NT0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0253.degrees latitude (g = 980.6199 gals.).
 NT0253
 NT0253.The modeled gravity was interpolated from observed gravity values.
 NT0253
 NT0253;                    North         East    Units  Estimated Accuracy
 NT0253;SPC ID E     -    71,900.      260,690.      MT  (+/- 180 meters Scaled)
 NT0253
 NT0253                          SUPERSEDED SURVEY CONTROL
 NT0253
 NT0253  NGVD 29 (??/??/92) 1822.014  (m)         5977.72   (f) ADJ UNCH    2 0
 NT0253
 NT0253.Superseded values are not recommended for survey control.
 NT0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0253.See file dsdata.txt to determine how the superseded data were derived.
 NT0253
 NT0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM645844(NAD 83)
 NT0253_MARKER: DB = BENCH MARK DISK
 NT0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0253_STAMPING: 111
 NT0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0253+STABILITY: SURFACE MOTION
 NT0253
 NT0253  HISTORY     - Date     Condition        Report By
 NT0253  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0253  HISTORY     - 1951     GOOD             NGS
 NT0253  HISTORY     - 1966     GOOD             NGS
 NT0253
 NT0253                          STATION DESCRIPTION
 NT0253
 NT0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0253'2.4 MI NW FROM OVID.
 NT0253'2.4 MILES NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM OVID SCHOOL,
 NT0253'ABOUT 85 YARDS EAST OF A LARGE RED BARN AND AT THE NORTHWEST END OF A
 NT0253'SLIGHT CURVE, AND IN LINE WITH A RIGHT-OF-WAY FENCE, 80 FEET SOUTHWEST
 NT0253'OF BM 110 (IDPW), 40 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 NT0253'3.4 FEET WEST OF A TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE
 NT0253'POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 NT0253'ROAD.
 NT0253
 NT0253                          STATION RECOVERY (1966)
 NT0253
 NT0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NT0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1197 ***********************************************************************
 NU1197  DESIGNATION -  111+39.4
 NU1197  PID         -  NU1197
 NU1197  STATE/COUNTY-  ID/CASSIA
 NU1197  USGS QUAD   -  RUPERT (1976)
 NU1197
 NU1197                         *CURRENT SURVEY CONTROL
 NU1197  ___________________________________________________________________
 NU1197* NAD 83(1986)-  42 31 09.     (N)    113 44 34.     (W)     SCALED    
 NU1197* NAVD 88     -      1277.091  (meters)    4189.92   (feet)  ADJUSTED  
 NU1197  ___________________________________________________________________
 NU1197  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NU1197  DYNAMIC HT  -        1276.349 (meters)    4187.49  (feet)  COMP
 NU1197  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 NU1197
 NU1197  VERT ORDER  -  SECOND    CLASS 0
 NU1197
 NU1197.The horizontal coordinates were scaled from a topographic map and have
 NU1197.an estimated accuracy of +/- 6 seconds.
 NU1197
 NU1197.The orthometric height was determined by differential leveling
 NU1197.and adjusted by the National Geodetic Survey in June 1991..
 NU1197
 NU1197.The geoid height was determined by GEOID03.
 NU1197
 NU1197.The dynamic height is computed by dividing the NAVD 88
 NU1197.geopotential number by the normal gravity value computed on the
 NU1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1197.degrees latitude (g = 980.6199 gals.).
 NU1197
 NU1197.The modeled gravity was interpolated from observed gravity values.
 NU1197
 NU1197;                    North         East    Units  Estimated Accuracy
 NU1197;SPC ID C     -    94,720.      521,140.      MT  (+/- 180 meters Scaled)
 NU1197
 NU1197                          SUPERSEDED SURVEY CONTROL
 NU1197
 NU1197  NGVD 29 (??/??/92) 1276.119  (m)         4186.73   (f) ADJ UNCH    2 0
 NU1197
 NU1197.Superseded values are not recommended for survey control.
 NU1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1197.See file dsdata.txt to determine how the superseded data were derived.
 NU1197
 NU1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN746110(NAD 83)
 NU1197_MARKER: DD = SURVEY DISK
 NU1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1197_STAMPING: 111+39.4
 NU1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1197+STABILITY: SURFACE MOTION
 NU1197
 NU1197  HISTORY     - Date     Condition        Report By
 NU1197  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1197  HISTORY     - 1935     GOOD             NGS
 NU1197
 NU1197                          STATION DESCRIPTION
 NU1197
 NU1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1197'3.3 MI E FROM BURLEY.
 NU1197'3.3 MILES EAST ALONG U. S. HIGHWAY 30 S FROM THE CITY HALL AT BURLEY,
 NU1197'CASSIA COUNTY, AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. AN
 NU1197'IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED 111+39.4 AND
 NU1197'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0252 ***********************************************************************
 NT0252  DESIGNATION -  112
 NT0252  PID         -  NT0252
 NT0252  STATE/COUNTY-  ID/BEAR LAKE
 NT0252  USGS QUAD   -  OVID (1967)
 NT0252
 NT0252                         *CURRENT SURVEY CONTROL
 NT0252  ___________________________________________________________________
 NT0252* NAD 83(1986)-  42 19 03.     (N)    111 26 28.     (W)     SCALED    
 NT0252* NAVD 88     -      1819.517  (meters)    5969.53   (feet)  ADJUSTED  
 NT0252  ___________________________________________________________________
 NT0252  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 NT0252  DYNAMIC HT  -        1818.154 (meters)    5965.06  (feet)  COMP
 NT0252  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 NT0252
 NT0252  VERT ORDER  -  SECOND    CLASS 0
 NT0252
 NT0252.The horizontal coordinates were scaled from a topographic map and have
 NT0252.an estimated accuracy of +/- 6 seconds.
 NT0252
 NT0252.The orthometric height was determined by differential leveling
 NT0252.and adjusted by the National Geodetic Survey in June 1991..
 NT0252
 NT0252.The geoid height was determined by GEOID03.
 NT0252
 NT0252.The dynamic height is computed by dividing the NAVD 88
 NT0252.geopotential number by the normal gravity value computed on the
 NT0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0252.degrees latitude (g = 980.6199 gals.).
 NT0252
 NT0252.The modeled gravity was interpolated from observed gravity values.
 NT0252
 NT0252;                    North         East    Units  Estimated Accuracy
 NT0252;SPC ID E     -    72,540.      259,810.      MT  (+/- 180 meters Scaled)
 NT0252
 NT0252                          SUPERSEDED SURVEY CONTROL
 NT0252
 NT0252  NGVD 29 (??/??/92) 1818.325  (m)         5965.62   (f) ADJ UNCH    2 0
 NT0252
 NT0252.Superseded values are not recommended for survey control.
 NT0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0252.See file dsdata.txt to determine how the superseded data were derived.
 NT0252
 NT0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM636851(NAD 83)
 NT0252_MARKER: DD = SURVEY DISK
 NT0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0252_STAMPING: 112
 NT0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0252+STABILITY: SURFACE MOTION
 NT0252
 NT0252  HISTORY     - Date     Condition        Report By
 NT0252  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0252  HISTORY     - 1951     GOOD             NGS
 NT0252
 NT0252                          STATION DESCRIPTION
 NT0252
 NT0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0252'3.1 MI NW FROM OVID.
 NT0252'3.1 MILES NORTHWEST ALONG THE STRAWBERRY CANYON ROAD FROM OVID SCHOOL,
 NT0252'ABOUT 0.2 MILE EAST OF A SMALL BIRDGE OVER NORTH CREEK, IN LINE WITH A
 NT0252'RIGHT-OF-WAY FENCE, 67 1/2 FEET WEST OF A T IN A FENCE LINE, 40 FEET
 NT0252'NORTH OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 NT0252'POST PROJECTING 0.4 FOOT ABOVE THE GROUND AND ABOUT 2 FEET LOWER THAN
 NT0252'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0251 ***********************************************************************
 NT0251  DESIGNATION -  113
 NT0251  PID         -  NT0251
 NT0251  STATE/COUNTY-  ID/BEAR LAKE
 NT0251  USGS QUAD   -  OVID (1967)
 NT0251
 NT0251                         *CURRENT SURVEY CONTROL
 NT0251  ___________________________________________________________________
 NT0251* NAD 83(1986)-  42 19 02.     (N)    111 26 28.     (W)     SCALED    
 NT0251* NAVD 88     -      1819.279  (meters)    5968.75   (feet)  ADJUSTED  
 NT0251  ___________________________________________________________________
 NT0251  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 NT0251  DYNAMIC HT  -        1817.916 (meters)    5964.28  (feet)  COMP
 NT0251  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 NT0251
 NT0251  VERT ORDER  -  SECOND    CLASS 0
 NT0251
 NT0251.The horizontal coordinates were scaled from a topographic map and have
 NT0251.an estimated accuracy of +/- 6 seconds.
 NT0251
 NT0251.The orthometric height was determined by differential leveling
 NT0251.and adjusted by the National Geodetic Survey in June 1991..
 NT0251
 NT0251.The geoid height was determined by GEOID03.
 NT0251
 NT0251.The dynamic height is computed by dividing the NAVD 88
 NT0251.geopotential number by the normal gravity value computed on the
 NT0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0251.degrees latitude (g = 980.6199 gals.).
 NT0251
 NT0251.The modeled gravity was interpolated from observed gravity values.
 NT0251
 NT0251;                    North         East    Units  Estimated Accuracy
 NT0251;SPC ID E     -    72,510.      259,810.      MT  (+/- 180 meters Scaled)
 NT0251
 NT0251                          SUPERSEDED SURVEY CONTROL
 NT0251
 NT0251  NGVD 29 (??/??/92) 1818.077  (m)         5964.81   (f) ADJ UNCH    2 0
 NT0251
 NT0251.Superseded values are not recommended for survey control.
 NT0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0251.See file dsdata.txt to determine how the superseded data were derived.
 NT0251
 NT0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM636850(NAD 83)
 NT0251_MARKER: DD = SURVEY DISK
 NT0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0251_STAMPING: 113
 NT0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0251+STABILITY: SURFACE MOTION
 NT0251
 NT0251  HISTORY     - Date     Condition        Report By
 NT0251  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0251  HISTORY     - 1951     GOOD             NGS
 NT0251
 NT0251                          STATION DESCRIPTION
 NT0251
 NT0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0251'3.1 MI NW FROM OVID.
 NT0251'3.1 MILES NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM OVID SCHOOL,
 NT0251'ABOUT 0.2 MILES EAST OF A SMALL BRIDGE OVER NORTH CREEK, AND IN LINE
 NT0251'WITH A RIGHT-OF-WAY FENCE, 80 FEET SOUTH OF BM 112 (IDPW), 4.3 FEET
 NT0251'WEST OF A T IN A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 NT0251'PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT 2 FEET LOWER THAN THE
 NT0251'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0249 ***********************************************************************
 NT0249  DESIGNATION -  114
 NT0249  PID         -  NT0249
 NT0249  STATE/COUNTY-  ID/BEAR LAKE
 NT0249  USGS QUAD   -  OVID (1967)
 NT0249
 NT0249                         *CURRENT SURVEY CONTROL
 NT0249  ___________________________________________________________________
 NT0249* NAD 83(1986)-  42 19 05.     (N)    111 27 35.     (W)     SCALED    
 NT0249* NAVD 88     -      1831.068  (meters)    6007.43   (feet)  ADJUSTED  
 NT0249  ___________________________________________________________________
 NT0249  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 NT0249  DYNAMIC HT  -        1829.701 (meters)    6002.94  (feet)  COMP
 NT0249  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 NT0249
 NT0249  VERT ORDER  -  SECOND    CLASS 0
 NT0249
 NT0249.The horizontal coordinates were scaled from a topographic map and have
 NT0249.an estimated accuracy of +/- 6 seconds.
 NT0249
 NT0249.The orthometric height was determined by differential leveling
 NT0249.and adjusted by the National Geodetic Survey in June 1991..
 NT0249
 NT0249.The geoid height was determined by GEOID03.
 NT0249
 NT0249.The dynamic height is computed by dividing the NAVD 88
 NT0249.geopotential number by the normal gravity value computed on the
 NT0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0249.degrees latitude (g = 980.6199 gals.).
 NT0249
 NT0249.The modeled gravity was interpolated from observed gravity values.
 NT0249
 NT0249;                    North         East    Units  Estimated Accuracy
 NT0249;SPC ID E     -    72,590.      258,280.      MT  (+/- 180 meters Scaled)
 NT0249
 NT0249                          SUPERSEDED SURVEY CONTROL
 NT0249
 NT0249  NGVD 29 (??/??/92) 1829.871  (m)         6003.50   (f) ADJ UNCH    2 0
 NT0249
 NT0249.Superseded values are not recommended for survey control.
 NT0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0249.See file dsdata.txt to determine how the superseded data were derived.
 NT0249
 NT0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM621851(NAD 83)
 NT0249_MARKER: DD = SURVEY DISK
 NT0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0249_STAMPING: 114
 NT0249_MARK LOGO: IDPWD 
 NT0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0249+STABILITY: SURFACE MOTION
 NT0249
 NT0249  HISTORY     - Date     Condition        Report By
 NT0249  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0249  HISTORY     - 1951     GOOD             NGS
 NT0249  HISTORY     - 19900601 GOOD             NGS
 NT0249
 NT0249                          STATION DESCRIPTION
 NT0249
 NT0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0249'3.9 MI NW FROM OVID.
 NT0249'3.9 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0249'40 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTH OF A
 NT0249'POWER LINE POLE WITH 2 GUY WIRES, 1.2 FEET SOUTHWEST OF A FENCE, AND
 NT0249'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 NT0249'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NT0249
 NT0249                          STATION RECOVERY (1990)
 NT0249
 NT0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0249'MARK IS LOCATED ABOUT 6 KM (3.75 MI) NORTHWEST OF OVID AT THE WEST
 NT0249'EDGE OF LIBERTY ALONG STATE HIGHWAY 36 AT THE RIGHT OF WAY EDGE JUST
 NT0249'INSIDE A FENCE ALONG A CULTIVATED FIELD IN THE SOUTHWEST 1/4 OF
 NT0249'SECTION 5 T 13 S R 43 E.  OWNERSHIP  STATE TRANSPORTATION DEPARTMENT.
 NT0249'TO REACH FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT
 NT0249'THE OLD OVID SCHOOL IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI)
 NT0249'TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 0.60 KM
 NT0249'(0.35 MI) TO THE MARK ON THE LEFT JUST PAST A SMALL PALE YELLOW HOUSE.
 NT0249'MARK IS A STATE PUBLIC WORKS DISK SET IN THE TOP OF A 15 CM SQUARE
 NT0249'CONCRETE POST PROJECTING 10 CM.  IT IS 12.6 M (41.3 FT) SOUTHWEST OF
 NT0249'AND 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY CENTER 0.6 M (2.0 FT)
 NT0249'SOUTHWEST OF A FIBERGLASS POST IN THE FENCELINE 2.0 M (6.6 FT) SOUTH
 NT0249'SOUTHWEST OF A UTILITY POLE WITH TWO GUY WIRES 14.4 M (47.2 FT)
 NT0249'SOUTHEAST OF AN ANGLED FENCE CORNER 30.6 M (100.4 FT) NORTHWEST OF A
 NT0249'FENCE CORNER AT THE HOUSE AND 20.4 M (66.9 FT) NORTHWEST OF A METAL
 NT0249'CULVERT AT NORTHWEST END OF ROAD CURVE. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0247 ***********************************************************************
 NT0247  DESIGNATION -  115
 NT0247  PID         -  NT0247
 NT0247  STATE/COUNTY-  ID/BEAR LAKE
 NT0247  USGS QUAD   -  OVID (1967)
 NT0247
 NT0247                         *CURRENT SURVEY CONTROL
 NT0247  ___________________________________________________________________
 NT0247* NAD 83(1986)-  42 19 21.     (N)    111 27 47.     (W)     SCALED    
 NT0247* NAVD 88     -      1842.403  (meters)    6044.62   (feet)  ADJUSTED  
 NT0247  ___________________________________________________________________
 NT0247  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 NT0247  DYNAMIC HT  -        1841.023 (meters)    6040.09  (feet)  COMP
 NT0247  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 NT0247
 NT0247  VERT ORDER  -  SECOND    CLASS 0
 NT0247
 NT0247.The horizontal coordinates were scaled from a topographic map and have
 NT0247.an estimated accuracy of +/- 6 seconds.
 NT0247
 NT0247.The orthometric height was determined by differential leveling
 NT0247.and adjusted by the National Geodetic Survey in June 1991..
 NT0247
 NT0247.The geoid height was determined by GEOID03.
 NT0247
 NT0247.The dynamic height is computed by dividing the NAVD 88
 NT0247.geopotential number by the normal gravity value computed on the
 NT0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0247.degrees latitude (g = 980.6199 gals.).
 NT0247
 NT0247.The modeled gravity was interpolated from observed gravity values.
 NT0247
 NT0247;                    North         East    Units  Estimated Accuracy
 NT0247;SPC ID E     -    73,080.      258,000.      MT  (+/- 180 meters Scaled)
 NT0247
 NT0247                          SUPERSEDED SURVEY CONTROL
 NT0247
 NT0247  NGVD 29 (??/??/92) 1841.202  (m)         6040.68   (f) ADJ UNCH    2 0
 NT0247
 NT0247.Superseded values are not recommended for survey control.
 NT0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0247.See file dsdata.txt to determine how the superseded data were derived.
 NT0247
 NT0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM618856(NAD 83)
 NT0247_MARKER: DD = SURVEY DISK
 NT0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0247_STAMPING: 115
 NT0247_MARK LOGO: IDPWD 
 NT0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0247+STABILITY: SURFACE MOTION
 NT0247
 NT0247  HISTORY     - Date     Condition        Report By
 NT0247  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0247  HISTORY     - 1951     GOOD             NGS
 NT0247  HISTORY     - 19900601 GOOD             NGS
 NT0247
 NT0247                          STATION DESCRIPTION
 NT0247
 NT0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0247'4.2 MI NW FROM OVID.
 NT0247'4.2 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0247'ABOUT 0.1 MILE NORTHWEST OF A WHITE FRAME HOUSE, 80 FEET NORTHEAST OF
 NT0247'BM 116 (IDPW), 40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2
 NT0247'FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 NT0247'ROAD, AND IN LINE WITH A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 NT0247'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NT0247
 NT0247                          STATION RECOVERY (1990)
 NT0247
 NT0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0247'MARK IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHWEST OF OVID 0.7 KM (0.45
 NT0247'MI) NORTHWEST OF LIBERTY ALONG STATE HIGHWAY 36 AT THE RIGHT OF WAY
 NT0247'EDGE ALONG A CULTIVATED FIELD IN WEST CENTRAL SECTION 5 T 13 S R 43 E.
 NT0247'OWNERSHIP  STATE TRANSPORTATION DEPARTMENT.  TO REACH FROM THE
 NT0247'JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL
 NT0247'IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH
 NT0247'ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 0.76 KM (0.45 MI) TO A
 NT0247'PAVED ROAD RIGHT.  CONTINUE AHEAD FOR 0.39 KM (0.25 MI) TO THE MARK ON
 NT0247'THE RIGHT.  MARK IS A STATE PUBLIC WORKS DISK SET IN THE TOP OF A 15
 NT0247'CM SQUARE CONCRETE POST PROJECTING 15 CM.  IT IS UNDER THE FENCE 12.0
 NT0247'M (39.4 FT) NORTHEAST OF AND 1 M (3.3 FT) HIGHER THAN THE HIGHWAY
 NT0247'CENTER 0.9 M (3.0 FT) NORTHWEST OF A FIBERGLASS POST IN THE FENCELINE
 NT0247'AND 24.3 M (79.7 FT) NORTHWEST OF A FIBERGLASS WITNESS POST ACROSS
 NT0247'HIGHWAY AT MARK 116.  NOTE CENTER CROSS ON DISK HAS BEEN OBLITERATED
 NT0247'AND A NEW CROSS STAMPED OFFCENTER.  DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0248 ***********************************************************************
 NT0248  DESIGNATION -  116
 NT0248  PID         -  NT0248
 NT0248  STATE/COUNTY-  ID/BEAR LAKE
 NT0248  USGS QUAD   -  OVID (1967)
 NT0248
 NT0248                         *CURRENT SURVEY CONTROL
 NT0248  ___________________________________________________________________
 NT0248* NAD 83(1999)-  42 19 20.83028(N)    111 27 46.61850(W)     ADJUSTED  
 NT0248* NAVD 88     -      1840.417  (meters)    6038.10   (feet)  ADJUSTED  
 NT0248  ___________________________________________________________________
 NT0248  X           -  -1,728,622.319 (meters)                     COMP
 NT0248  Y           -  -4,396,698.944 (meters)                     COMP
 NT0248  Z           -   4,273,383.798 (meters)                     COMP
 NT0248  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 NT0248  ELLIP HEIGHT-        1827.40  (meters)          (07/10/02) GPS OBS
 NT0248  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 NT0248  DYNAMIC HT  -        1839.039 (meters)    6033.58  (feet)  COMP
 NT0248  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 NT0248
 NT0248  HORZ ORDER  -  FIRST
 NT0248  VERT ORDER  -  SECOND    CLASS 0
 NT0248  ELLP ORDER  -  FIFTH     CLASS I
 NT0248
 NT0248.The horizontal coordinates were established by GPS observations
 NT0248.and adjusted by the National Geodetic Survey in July 2002..
 NT0248.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NT0248.DATUM ITEM on the data sheet items page.
 NT0248
 NT0248.The orthometric height was determined by differential leveling
 NT0248.and adjusted by the National Geodetic Survey in June 1991..
 NT0248
 NT0248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NT0248
 NT0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0248
 NT0248.The ellipsoidal height was determined by GPS observations
 NT0248.and is referenced to NAD 83.
 NT0248
 NT0248.The geoid height was determined by GEOID03.
 NT0248
 NT0248.The dynamic height is computed by dividing the NAVD 88
 NT0248.geopotential number by the normal gravity value computed on the
 NT0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0248.degrees latitude (g = 980.6199 gals.).
 NT0248
 NT0248.The modeled gravity was interpolated from observed gravity values.
 NT0248
 NT0248;                    North         East     Units Scale Factor Converg.
 NT0248;SPC ID E     -    73,076.271   258,005.307   MT  0.99998875   +0 28 25.8
 NT0248;UTM  12      - 4,685,682.570   461,853.750   MT  0.99961790   -0 18 42.2
 NT0248
 NT0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0248!SPC ID E     -   0.99971348  x   0.99998875  =   0.99970223
 NT0248!UTM  12      -   0.99971348  x   0.99961790  =   0.99933149
 NT0248
 NT0248                          SUPERSEDED SURVEY CONTROL
 NT0248
 NT0248  NAD 83(1992)-  42 19 20.83029(N)    111 27 46.61729(W) AD(       ) 1
 NT0248  ELLIP H (07/28/92) 1827.47   (m)                       GP(       ) 5 1
 NT0248  NAD 83(1992)-  42 19 20.82364(N)    111 27 46.60301(W) AD(       ) 1
 NT0248  NGVD 29 (??/??/92) 1839.216  (m)         6034.16   (f) ADJ UNCH    2 0
 NT0248
 NT0248.Superseded values are not recommended for survey control.
 NT0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0248.See file dsdata.txt to determine how the superseded data were derived.
 NT0248
 NT0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM6185485683(NAD 83)
 NT0248_MARKER: DD = SURVEY DISK
 NT0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0248_SP_SET: SQUARE CONCRETE MONUMENT
 NT0248_STAMPING: 116
 NT0248_MARK LOGO: IDPWD 
 NT0248_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0248+STABILITY: SURFACE MOTION
 NT0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0248+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1990
 NT0248
 NT0248  HISTORY     - Date     Condition        Report By
 NT0248  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0248  HISTORY     - 1951     GOOD             NGS
 NT0248  HISTORY     - 19900601 GOOD             NGS
 NT0248
 NT0248                          STATION DESCRIPTION
 NT0248
 NT0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0248'4.2 MI NW FROM OVID.
 NT0248'4.2 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0248'ABOUT 0.1 MILE NORTHWEST OF A WHITE FRAME HOUSE, 80 FEET SOUTHWEST OF
 NT0248'BM 115 (IDPW), 40 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.5
 NT0248'FOOT SOUTHWEST OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE ROAD, AND
 NT0248'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NT0248'GROUND.
 NT0248
 NT0248                          STATION RECOVERY (1990)
 NT0248
 NT0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NT0248'MARK IS LOCATED ABOUT 6.5 KM (4.04 MI) NORTHWEST OF OVID, 0.7 KM
 NT0248'(0.43 MI) NORTHWEST OF LIBERTY, ALONG STATE HIGHWAY 36, AT THE
 NT0248'RIGHT-OF-WAY EDGE, JUST INSIDE A FENCE ALONG A CULTIVATED FIELD, IN
 NT0248'WEST CENTRAL SECTION 5, T 13 S, R 43 E.  OWNERSHIP--STATE
 NT0248'TRANSPORTATION DEPARTMENT.
 NT0248'TO REACH FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT
 NT0248'THE OLD OVID SCHOOL IN OVID, GO WEST ON HIGHWAY 36 FOR 6.0 KM
 NT0248'(3.73 MI) TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD
 NT0248'FOR 0.76 KM (0.47 MI) TO A PAVED ROAD RIGHT.  CONTINUE AHEAD FOR 0.39
 NT0248'KM (0.24 MI) TO THE MARK ON THE LEFT.
 NT0248'MARK IS A STATE PUBLIC WORKS DISK SET IN THE TOP OF A 15-CM SQUARE
 NT0248'CONCRETE POST PROJECTING 15 CM.  IT IS 12.4 M (40.68 FT) SOUTHWEST OF
 NT0248', AND 1 M (3.28 FT) LOWER THAN THE HIGHWAY CENTER, 1.1 M (3.61 FT)
 NT0248'NORTHWEST OF A FIBERGLASS POST IN THE FENCELINE, 0.2 M (0.66 FT)
 NT0248'SOUTHWEST OF THE FENCE, 55.1 M (180.77 FT) SOUTHEAST OF A UTILITY POLE
 NT0248'WITH GUY WIRE, AND 24.4 M (80.05 FT) SOUTHWEST OF A FIBERGLASS
 NT0248'WITNESS POST AT MARK 115.
 NT0248'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0246 ***********************************************************************
 NT0246  DESIGNATION -  117
 NT0246  PID         -  NT0246
 NT0246  STATE/COUNTY-  ID/BEAR LAKE
 NT0246  USGS QUAD   -  OVID (1967)
 NT0246
 NT0246                         *CURRENT SURVEY CONTROL
 NT0246  ___________________________________________________________________
 NT0246* NAD 83(1986)-  42 19 35.     (N)    111 27 59.     (W)     SCALED    
 NT0246* NAVD 88     -      1851.698  (meters)    6075.11   (feet)  ADJUSTED  
 NT0246  ___________________________________________________________________
 NT0246  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 NT0246  DYNAMIC HT  -        1850.308 (meters)    6070.55  (feet)  COMP
 NT0246  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 NT0246
 NT0246  VERT ORDER  -  SECOND    CLASS 0
 NT0246
 NT0246.The horizontal coordinates were scaled from a topographic map and have
 NT0246.an estimated accuracy of +/- 6 seconds.
 NT0246
 NT0246.The orthometric height was determined by differential leveling
 NT0246.and adjusted by the National Geodetic Survey in June 1991..
 NT0246
 NT0246.The geoid height was determined by GEOID03.
 NT0246
 NT0246.The dynamic height is computed by dividing the NAVD 88
 NT0246.geopotential number by the normal gravity value computed on the
 NT0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0246.degrees latitude (g = 980.6199 gals.).
 NT0246
 NT0246.The modeled gravity was interpolated from observed gravity values.
 NT0246
 NT0246;                    North         East    Units  Estimated Accuracy
 NT0246;SPC ID E     -    73,510.      257,720.      MT  (+/- 180 meters Scaled)
 NT0246
 NT0246                          SUPERSEDED SURVEY CONTROL
 NT0246
 NT0246  NGVD 29 (??/??/92) 1850.492  (m)         6071.16   (f) ADJ UNCH    2 0
 NT0246
 NT0246.Superseded values are not recommended for survey control.
 NT0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0246.See file dsdata.txt to determine how the superseded data were derived.
 NT0246
 NT0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM615861(NAD 83)
 NT0246_MARKER: DD = SURVEY DISK
 NT0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0246_STAMPING: 117
 NT0246_MARK LOGO: IDPWD 
 NT0246_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NT0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0246+STABILITY: SURFACE MOTION
 NT0246
 NT0246  HISTORY     - Date     Condition        Report By
 NT0246  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0246  HISTORY     - 1951     GOOD             NGS
 NT0246  HISTORY     - 19900601 GOOD             NGS
 NT0246
 NT0246                          STATION DESCRIPTION
 NT0246
 NT0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0246'4.5 MI NW FROM OVID.
 NT0246'4.5 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0246'NEAR AN ABANDONDED RANCH, AT A FENCE LINE, 42 FEET SOUTHWEST OF THE
 NT0246'CENTER LINE OF THE ROAD, 45 1/2 FEET NORTHWEST OF A POWER LINE POLE,
 NT0246'AND ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 NT0246'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NT0246
 NT0246                          STATION RECOVERY (1990)
 NT0246
 NT0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0246'MARK WAS SEARCHED FOR BUT NOT RECOVERED.  A SMALL STOCK PEN IS IN THE
 NT0246'IMMEDIATE AREA AND GRADING HAS BEEN DONE ALONG THE FENCE.  MORE LOCAL
 NT0246'REFERENCES NEEDED TO DETERMINE EXACT SITE. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0245 ***********************************************************************
 NT0245  DESIGNATION -  118
 NT0245  PID         -  NT0245
 NT0245  STATE/COUNTY-  ID/BEAR LAKE
 NT0245  USGS QUAD   -  OVID (1967)
 NT0245
 NT0245                         *CURRENT SURVEY CONTROL
 NT0245  ___________________________________________________________________
 NT0245* NAD 83(1986)-  42 19 38.     (N)    111 27 58.     (W)     SCALED    
 NT0245* NAVD 88     -      1852.981  (meters)    6079.32   (feet)  ADJUSTED  
 NT0245  ___________________________________________________________________
 NT0245  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 NT0245  DYNAMIC HT  -        1851.590 (meters)    6074.76  (feet)  COMP
 NT0245  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 NT0245
 NT0245  VERT ORDER  -  SECOND    CLASS 0
 NT0245
 NT0245.The horizontal coordinates were scaled from a topographic map and have
 NT0245.an estimated accuracy of +/- 6 seconds.
 NT0245
 NT0245.The orthometric height was determined by differential leveling
 NT0245.and adjusted by the National Geodetic Survey in June 1991..
 NT0245
 NT0245.The geoid height was determined by GEOID03.
 NT0245
 NT0245.The dynamic height is computed by dividing the NAVD 88
 NT0245.geopotential number by the normal gravity value computed on the
 NT0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0245.degrees latitude (g = 980.6199 gals.).
 NT0245
 NT0245.The modeled gravity was interpolated from observed gravity values.
 NT0245
 NT0245;                    North         East    Units  Estimated Accuracy
 NT0245;SPC ID E     -    73,600.      257,740.      MT  (+/- 180 meters Scaled)
 NT0245
 NT0245                          SUPERSEDED SURVEY CONTROL
 NT0245
 NT0245  NGVD 29 (??/??/92) 1851.774  (m)         6075.36   (f) ADJ UNCH    2 0
 NT0245
 NT0245.Superseded values are not recommended for survey control.
 NT0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0245.See file dsdata.txt to determine how the superseded data were derived.
 NT0245
 NT0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM615862(NAD 83)
 NT0245_MARKER: DD = SURVEY DISK
 NT0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0245_STAMPING: 118
 NT0245_MARK LOGO: IDPWD 
 NT0245_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0245+STABILITY: SURFACE MOTION
 NT0245
 NT0245  HISTORY     - Date     Condition        Report By
 NT0245  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0245  HISTORY     - 1951     GOOD             NGS
 NT0245  HISTORY     - 19900601 GOOD             NGS
 NT0245
 NT0245                          STATION DESCRIPTION
 NT0245
 NT0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0245'4.6 MI NW FROM OVID.
 NT0245'4.6 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0245'43 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 20.8 FEET NORTHWEST
 NT0245'OF A T IN A FENCE LINE, ABOUT 4 FEET LOWER THAN THE ROAD, AND SET IN
 NT0245'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 NT0245
 NT0245                          STATION RECOVERY (1990)
 NT0245
 NT0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0245'MARK IS LOCATED ABOUT 7 KM (4.35 MI) NORTHWEST OF OVID 1.4 KM (0.85
 NT0245'MI) NORTHWEST OF LIBERTY ALONG STATE HIGHWAY 36 AT THE RIGHT OF WAY
 NT0245'EDGE UNDER A FENCE ALONG A CULTIVATED FIELD ABOUT 30 M (98.4 FT)
 NT0245'NORTHWEST OF A ROAD CREST IN NORTHEAST 1/4 OF SECTION 6 T 13 S R 43 E.
 NT0245'OWNERSHIP STATE TRANSPORTATION DEPARTMENT.  TO REACH FROM THE JUNCTION
 NT0245'OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID
 NT0245'GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE
 NT0245'RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 0.76 KM (0.45 MI) TO A PAVE ROAD
 NT0245'RIGHT.  CONTINUE AHEAD FOR 0.99 KM (0.60 MI) TO THE MARK ON THE LEFT
 NT0245'JUST PAST SLIGHT ROAD CREST.  MARK IS A STATE PUBLIC WORKS DISK SET IN
 NT0245'THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING 12 CM.  IT IS 12.5
 NT0245'M (41.0 FT) SOUTHWEST OF AND 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 NT0245'CENTER 0.6 M (2.0 FT) SOUTHEAST OF A FIBERGLASS POST IN THE FENCELINE
 NT0245'6.5 M (21.3 FT) NORTHWEST OF A T FENCE CORNER AND 30.1 M (98.8 FT)
 NT0245'NORTHWEST OF TWO MAIL BOXES SET IN MILK CANS IN FRONT OF A WHIT FRAME
 NT0245'HOUSE. A FIBERGLASS WITNESS POST AT MARK 115.  NOTE CENTER CROSS HAS
 NT0245'BEEN OBLITERATED A NEW CROSS HAS BEEN STAMPED OFFCENTER.  DESCRIBED BY
 NT0245'G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0244 ***********************************************************************
 NT0244  DESIGNATION -  119
 NT0244  PID         -  NT0244
 NT0244  STATE/COUNTY-  ID/BEAR LAKE
 NT0244  USGS QUAD   -  OVID (1967)
 NT0244
 NT0244                         *CURRENT SURVEY CONTROL
 NT0244  ___________________________________________________________________
 NT0244* NAD 83(1986)-  42 20 01.     (N)    111 28 07.     (W)     SCALED    
 NT0244* NAVD 88     -      1876.700  (meters)    6157.14   (feet)  ADJUSTED  
 NT0244  ___________________________________________________________________
 NT0244  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 NT0244  DYNAMIC HT  -        1875.287 (meters)    6152.50  (feet)  COMP
 NT0244  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 NT0244
 NT0244  VERT ORDER  -  SECOND    CLASS 0
 NT0244
 NT0244.The horizontal coordinates were scaled from a topographic map and have
 NT0244.an estimated accuracy of +/- 6 seconds.
 NT0244
 NT0244.The orthometric height was determined by differential leveling
 NT0244.and adjusted by the National Geodetic Survey in June 1991..
 NT0244
 NT0244.The geoid height was determined by GEOID03.
 NT0244
 NT0244.The dynamic height is computed by dividing the NAVD 88
 NT0244.geopotential number by the normal gravity value computed on the
 NT0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0244.degrees latitude (g = 980.6199 gals.).
 NT0244
 NT0244.The modeled gravity was interpolated from observed gravity values.
 NT0244
 NT0244;                    North         East    Units  Estimated Accuracy
 NT0244;SPC ID E     -    74,310.      257,530.      MT  (+/- 180 meters Scaled)
 NT0244
 NT0244                          SUPERSEDED SURVEY CONTROL
 NT0244
 NT0244  NGVD 29 (??/??/92) 1875.491  (m)         6153.17   (f) ADJ UNCH    2 0
 NT0244
 NT0244.Superseded values are not recommended for survey control.
 NT0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0244.See file dsdata.txt to determine how the superseded data were derived.
 NT0244
 NT0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM613869(NAD 83)
 NT0244_MARKER: DD = SURVEY DISK
 NT0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0244_STAMPING: 119
 NT0244_MARK LOGO: IDPWD 
 NT0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0244+STABILITY: SURFACE MOTION
 NT0244
 NT0244  HISTORY     - Date     Condition        Report By
 NT0244  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0244  HISTORY     - 1951     GOOD             NGS
 NT0244  HISTORY     - 19900601 GOOD             NGS
 NT0244
 NT0244                          STATION DESCRIPTION
 NT0244
 NT0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0244'5.1 MI NW FROM OVID.
 NT0244'5.1 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0244'55 1/2 FEET SOUTHEAST OF A TELEGRAPH LINE POLE, 38 FEET NORTHEAST OF
 NT0244'THE CENTER LINE OF THE ROAD, 8 FEET SOUTHWEST OF A FENCE, 1.6 FEET
 NT0244'NORTHWEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD,
 NT0244'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 NT0244'GROUND.
 NT0244
 NT0244                          STATION RECOVERY (1990)
 NT0244
 NT0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0244'MARK IS LOCATED ABOUT 7.5 KM (4.65 MI) NORTHWEST OF OVID 2 KM (1.25
 NT0244'MI) NORTH NORTHWEST OF LIBERTY ALONG STATE HIGHWAY 36 ON THE RIGHT OF
 NT0244'WAY IN A SAGE COVERED AREA IN THE SOUTHEAST 1/4 OF SECTION 31 T 12 S R
 NT0244'43 E.  OWNERSHIP  STATE TRANSPORTATION DEPARTMENT. TO REACH FROM THE
 NT0244'JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL
 NT0244'IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH
 NT0244'ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 1.78 KM (1.10 MI) TO A
 NT0244'SLIGHT ROAD CREST AND WHITE FRAME HOUSE ON THE LEFT.  CONTINUE AHEAD
 NT0244'FOR 0.70 KM (0.45 MI) TO THE MARK ON THE RIGHT JUST EAST OF A LOW
 NT0244'CUTBANK AND ON A SHORT STRAIGHT SECTION. MARK IS A STATE PUBLIC WORKS
 NT0244'DISK SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING 15 CM.
 NT0244'MARK HAS A SLIGHT LEAN TOWARDS THE HIGHWAY.  IT APPEARS THAT THE
 NT0244'IMMEDIATE LAND AREA HAS SHIFTED.  IT IS 11.9 M (39.0 FT) EAST OF AND
 NT0244'0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY CENTER 1.2 M (3.9 FT) WEST OF
 NT0244'THE RIGHT OF WAY FENCE 0.5 M (1.6 FT) NORTH OF A WOOD WITNESS POST 0.5
 NT0244'M (1.6 FT) SOUTH OF A FIBERGLASS WITNESS POST 66 M (216.5 FT) SOUTH OF
 NT0244'A T FENCE CORNER AND 0.2 KM (0.10 MI) SOUTH OF A DIRT ROAD LEADING
 NT0244'EAST. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0178 ***********************************************************************
 RZ0178  DESIGNATION -  1196
 RZ0178  PID         -  RZ0178
 RZ0178  STATE/COUNTY-  ID/LEWIS
 RZ0178  USGS QUAD   -  KAMIAH (1979)
 RZ0178
 RZ0178                         *CURRENT SURVEY CONTROL
 RZ0178  ___________________________________________________________________
 RZ0178* NAD 83(1986)-  46 13 59.     (N)    116 01 21.     (W)     SCALED    
 RZ0178* NAVD 88     -       362.661  (meters)    1189.83   (feet)  ADJUSTED  
 RZ0178  ___________________________________________________________________
 RZ0178  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 RZ0178  DYNAMIC HT  -         362.631 (meters)    1189.73  (feet)  COMP
 RZ0178  MODELED GRAV-     980,523.4   (mgal)                       NAVD 88
 RZ0178
 RZ0178  VERT ORDER  -  FIRST     CLASS II
 RZ0178
 RZ0178.The horizontal coordinates were scaled from a topographic map and have
 RZ0178.an estimated accuracy of +/- 6 seconds.
 RZ0178
 RZ0178.The orthometric height was determined by differential leveling
 RZ0178.and adjusted by the National Geodetic Survey in June 1991..
 RZ0178
 RZ0178.The geoid height was determined by GEOID03.
 RZ0178
 RZ0178.The dynamic height is computed by dividing the NAVD 88
 RZ0178.geopotential number by the normal gravity value computed on the
 RZ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0178.degrees latitude (g = 980.6199 gals.).
 RZ0178
 RZ0178.The modeled gravity was interpolated from observed gravity values.
 RZ0178
 RZ0178;                    North         East    Units  Estimated Accuracy
 RZ0178;SPC ID W     -   507,380.      778,980.      MT  (+/- 180 meters Scaled)
 RZ0178
 RZ0178                          SUPERSEDED SURVEY CONTROL
 RZ0178
 RZ0178  NGVD 29 (??/??/92)  361.611  (m)         1186.39   (f) ADJ UNCH    1 2
 RZ0178
 RZ0178.Superseded values are not recommended for survey control.
 RZ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0178.See file dsdata.txt to determine how the superseded data were derived.
 RZ0178
 RZ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM753204(NAD 83)
 RZ0178_MARKER: DD = SURVEY DISK
 RZ0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0178_SP_SET: PIER
 RZ0178_STAMPING: B 1911 EL 1196
 RZ0178_MARK LOGO: USGS  
 RZ0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0178
 RZ0178  HISTORY     - Date     Condition        Report By
 RZ0178  HISTORY     - UNK      MONUMENTED       USGS
 RZ0178  HISTORY     - 1944     GOOD             IDDT
 RZ0178  HISTORY     - 1980     GOOD             NGS
 RZ0178
 RZ0178                          STATION DESCRIPTION
 RZ0178
 RZ0178'DESCRIBED BY ID DEPT OF TRANSP 1944
 RZ0178'IN KAMIAH.
 RZ0178'AT KAMIAH, 80.9 FEET NORTHEAST OF THE NORTHEAST OF THE NORTHEAST
 RZ0178'CORNER OF THE RIVERSIDE SERVICE STATION, 400 FEET NORTH OF THE CENTER
 RZ0178'LINE OF THE NORTHERN PACIFIC RAILWAY TRACK, IN THE TOP OF THE NORTH
 RZ0178'END OF THE SOUTHEAST CONCRETE PIER SUPPORTING THE STEEL ARCH OF THE
 RZ0178'CLEARWATER RIVER BRIDGE, 10 FEET EAST OF THE CENTER LINE OF THE
 RZ0178'BRIDGE, AND 0.4 FOOT EAST OF THE STEEL ARCH.  NOTE-- THIS BM IS A
 RZ0178'BRASS CAP SET IN THE TOP OF A CONCRETE PIER ON SW CORNER OF OLD KAMIAH
 RZ0178'BRIDGE.  THE BRIDGE HAS BEEN DISMANTLED BUT PIER WAS LEFT IN PLACE AND
 RZ0178'NOT DISTURBED IN ORDER TO PRESERVE THIS BM.  NEW BRIDGE BUILT 2000
 RZ0178'FEET UP STREAM FROM OLD BRIDGE.
 RZ0178
 RZ0178                          STATION RECOVERY (1980)
 RZ0178
 RZ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0178'0.2 KILOMETER (0.15 MILE) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ0178'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER, THENCE
 RZ0178'0.4 KILOMETER (0.25 MILE) NORTHWEST ALONG THE CAMAS PRAIRIE RAILWAY,
 RZ0178'AT THE JUNCTION OF A GRAVEL ROAD CROSSING THE TRACKS TO THE KAMIAH
 RZ0178'WOOD CHIP PLANT, 0.2 KILOMETER (0.1 MILE) NORTHEAST OF THE JUNCTION
 RZ0178'OF NO KID ROAD AND SPRUCE ROAD, SET IN TOP OF AN ABANDONED BRIDGE
 RZ0178'PIER ON THE SOUTHWEST LEVEE OF THE CLEARWATER RIVER, AT THE SOUTHEAST
 RZ0178'END OF A ROW OF LOCUS TREES. NOTE-FOR RECOVERY THE MARK IS MORE
 RZ0178'VISIBLE FROM THE NORTHEAST SIDE OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0212 ***********************************************************************
 QA0212  DESIGNATION -  12
 QA0212  PID         -  QA0212
 QA0212  STATE/COUNTY-  ID/LEMHI
 QA0212  USGS QUAD   -  RAMEY HILL (1962)
 QA0212
 QA0212                         *CURRENT SURVEY CONTROL
 QA0212  ___________________________________________________________________
 QA0212* NAD 83(1986)-  44 50 18.     (N)    114 46 59.     (W)     SCALED    
 QA0212* NAVD 88     -      1227.434  (meters)    4027.01   (feet)  ADJUSTED  
 QA0212  ___________________________________________________________________
 QA0212  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 QA0212  DYNAMIC HT  -        1226.704 (meters)    4024.61  (feet)  COMP
 QA0212  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 QA0212
 QA0212  VERT ORDER  -  SECOND    CLASS 0
 QA0212
 QA0212.The horizontal coordinates were scaled from a topographic map and have
 QA0212.an estimated accuracy of +/- 6 seconds.
 QA0212
 QA0212.The orthometric height was determined by differential leveling
 QA0212.and adjusted by the National Geodetic Survey in June 1991..
 QA0212
 QA0212.The geoid height was determined by GEOID03.
 QA0212
 QA0212.The dynamic height is computed by dividing the NAVD 88
 QA0212.geopotential number by the normal gravity value computed on the
 QA0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0212.degrees latitude (g = 980.6199 gals.).
 QA0212
 QA0212.The modeled gravity was interpolated from observed gravity values.
 QA0212
 QA0212;                    North         East    Units  Estimated Accuracy
 QA0212;SPC ID C     -   352,650.      438,090.      MT  (+/- 180 meters Scaled)
 QA0212
 QA0212                          SUPERSEDED SURVEY CONTROL
 QA0212
 QA0212  NGVD 29 (??/??/92) 1225.939  (m)         4022.10   (f) ADJ UNCH    2 0
 QA0212
 QA0212.Superseded values are not recommended for survey control.
 QA0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0212.See file dsdata.txt to determine how the superseded data were derived.
 QA0212
 QA0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK752673(NAD 83)
 QA0212_MARKER: DD = SURVEY DISK
 QA0212_SETTING: 80 = SET IN A BOULDER
 QA0212_SP_SET: BOULDER
 QA0212_STAMPING: 12 1924 4021
 QA0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0212+STABILITY: SURFACE MOTION
 QA0212
 QA0212  HISTORY     - Date     Condition        Report By
 QA0212  HISTORY     - 1924     MONUMENTED       USGS
 QA0212  HISTORY     - 1947     GOOD             NGS
 QA0212
 QA0212                          STATION DESCRIPTION
 QA0212
 QA0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 QA0212'29.2 MI NE FROM MIDDLE FORK GUARD STA.
 QA0212'29.2 MILES NE ALONG MIDDLE FORK TRAIL PROCEEDING ALONG THE TRAIL
 QA0212'LEADING DOWNSTREAM FROM THE MIDDLE FORK GUARD STATION YOU WILL COME TO
 QA0212'THE FIRST OF TWO STREAMS THAT BEAR THE NAME OF APAREJO CREEK, THERE,
 QA0212'94.2 FEET NORTH OF THE POINT WHERE THE TRAIL CROSSES APAREJO CREEK, 8
 QA0212'FEET EAST OF THE TRAIL AND 48 FEET SOUTHWEST OF THE U. S. FOREST
 QA0212'SERVICE 46.5 MILE SIGN, YOU WILL FIND THE MARK SET IN A SURFACE
 QA0212'BOULDER.  NOTE-- U. S. FOREST SERVICE MILE SIGNS INDICATE THE DISTANCE
 QA0212'FROM SNOW-SHOE CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0239 ***********************************************************************
 OZ0239  DESIGNATION -  12
 OZ0239  PID         -  OZ0239
 OZ0239  STATE/COUNTY-  ID/CAMAS
 OZ0239  USGS QUAD   -  FAIRFIELD (1986)
 OZ0239
 OZ0239                         *CURRENT SURVEY CONTROL
 OZ0239  ___________________________________________________________________
 OZ0239* NAD 83(1986)-  43 20 32.     (N)    114 46 18.     (W)     SCALED    
 OZ0239* NAVD 88     -      1542.441  (meters)    5060.49   (feet)  ADJUSTED  
 OZ0239  ___________________________________________________________________
 OZ0239  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 OZ0239  DYNAMIC HT  -        1541.550 (meters)    5057.57  (feet)  COMP
 OZ0239  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 OZ0239
 OZ0239  VERT ORDER  -  SECOND    CLASS 0
 OZ0239
 OZ0239.The horizontal coordinates were scaled from a topographic map and have
 OZ0239.an estimated accuracy of +/- 6 seconds.
 OZ0239
 OZ0239.The orthometric height was determined by differential leveling
 OZ0239.and adjusted by the National Geodetic Survey in June 1991..
 OZ0239
 OZ0239.The geoid height was determined by GEOID03.
 OZ0239
 OZ0239.The dynamic height is computed by dividing the NAVD 88
 OZ0239.geopotential number by the normal gravity value computed on the
 OZ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0239.degrees latitude (g = 980.6199 gals.).
 OZ0239
 OZ0239.The modeled gravity was interpolated from observed gravity values.
 OZ0239
 OZ0239;                    North         East    Units  Estimated Accuracy
 OZ0239;SPC ID C     -   186,410.      437,430.      MT  (+/- 180 meters Scaled)
 OZ0239
 OZ0239                          SUPERSEDED SURVEY CONTROL
 OZ0239
 OZ0239  NGVD 29 (??/??/92) 1541.360  (m)         5056.95   (f) ADJ UNCH    2 0
 OZ0239
 OZ0239.Superseded values are not recommended for survey control.
 OZ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0239.See file dsdata.txt to determine how the superseded data were derived.
 OZ0239
 OZ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ806012(NAD 83)
 OZ0239_MARKER: DD = SURVEY DISK
 OZ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0239+STABILITY: SURFACE MOTION
 OZ0239
 OZ0239  HISTORY     - Date     Condition        Report By
 OZ0239  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0239  HISTORY     - 1950     GOOD             NGS
 OZ0239
 OZ0239                          STATION DESCRIPTION
 OZ0239
 OZ0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0239'1.3 MI E FROM FAIRFIELD.
 OZ0239'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0239'THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 68, AT THE INTERSECTION OF A
 OZ0239'NORTH-SOUTH GRAVEL ROAD, 43 FEET NORTH OF THE CENTER LINE OF THE
 OZ0239'HIGHWAY, 26 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 14.5 FEET
 OZ0239'NORTHEAST OF THE CENTER OF THE EAST END OF AN 18-INCH CORRUGATED METAL
 OZ0239'PIPE CULVERT, 4 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT EAST OF A
 OZ0239'FENCE CORNER POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 OZ0239'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0360 ***********************************************************************
 NT0360  DESIGNATION -  12
 NT0360  PID         -  NT0360
 NT0360  STATE/COUNTY-  ID/FRANKLIN
 NT0360  USGS QUAD   -  FRANKLIN (1969)
 NT0360
 NT0360                         *CURRENT SURVEY CONTROL
 NT0360  ___________________________________________________________________
 NT0360* NAD 83(1986)-  42 01 25.     (N)    111 48 25.     (W)     SCALED    
 NT0360* NAVD 88     -      1370.941  (meters)    4497.83   (feet)  ADJUSTED  
 NT0360  ___________________________________________________________________
 NT0360  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NT0360  DYNAMIC HT  -        1370.002 (meters)    4494.75  (feet)  COMP
 NT0360  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 NT0360
 NT0360  VERT ORDER  -  SECOND    CLASS 0
 NT0360
 NT0360.The horizontal coordinates were scaled from a topographic map and have
 NT0360.an estimated accuracy of +/- 6 seconds.
 NT0360
 NT0360.The orthometric height was determined by differential leveling
 NT0360.and adjusted by the National Geodetic Survey in June 1991..
 NT0360
 NT0360.The geoid height was determined by GEOID03.
 NT0360
 NT0360.The dynamic height is computed by dividing the NAVD 88
 NT0360.geopotential number by the normal gravity value computed on the
 NT0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0360.degrees latitude (g = 980.6199 gals.).
 NT0360
 NT0360.The modeled gravity was interpolated from observed gravity values.
 NT0360
 NT0360;                    North         East    Units  Estimated Accuracy
 NT0360;SPC ID E     -    39,710.      229,790.      MT  (+/- 180 meters Scaled)
 NT0360
 NT0360                          SUPERSEDED SURVEY CONTROL
 NT0360
 NT0360  NGVD 29 (??/??/92) 1369.94   (m)         4494.5    (f) COMPUTED    2 0
 NT0360
 NT0360.Superseded values are not recommended for survey control.
 NT0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0360.See file dsdata.txt to determine how the superseded data were derived.
 NT0360
 NT0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM331527(NAD 83)
 NT0360_MARKER: DD = SURVEY DISK
 NT0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0360_SP_SET: BRIDGE
 NT0360_STAMPING: 12
 NT0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0360
 NT0360  HISTORY     - Date     Condition        Report By
 NT0360  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0360  HISTORY     - 1951     GOOD             NGS
 NT0360
 NT0360                          STATION DESCRIPTION
 NT0360
 NT0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0360'0.5 MI NW FROM FRANKLIN.
 NT0360'0.5 MILES NORTHWEST ALONG U. S. HIGHWAY 91 FROM THE POST OFFICE IN
 NT0360'FRANKLIN, ON TOP OF THE SOUTHWEST CONCRETE CURBING OF THE BRIDGE OVER
 NT0360'THE CUB RIVER, 14 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 NT0360'7.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE, AND SET 0.8
 NT0360'FEET ABOVE THE SURFACE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0615 ***********************************************************************
 NT0615  DESIGNATION -  12 DOR
 NT0615  PID         -  NT0615
 NT0615  STATE/COUNTY-  ID/CARIBOU
 NT0615  USGS QUAD   -  CHESTERFIELD RES (1981)
 NT0615
 NT0615                         *CURRENT SURVEY CONTROL
 NT0615  ___________________________________________________________________
 NT0615* NAD 83(1992)-  42 52 32.97307(N)    111 59 02.44726(W)     ADJUSTED  
 NT0615* NAVD 88     -      1713.4    (meters)    5621.     (feet)  VERTCON   
 NT0615  ___________________________________________________________________
 NT0615  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 NT0615  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 NT0615
 NT0615  HORZ ORDER  -  THIRD
 NT0615  VERT ORDER  -  THIRD ? (See Below)
 NT0615
 NT0615.The horizontal coordinates were established by classical geodetic methods
 NT0615.and adjusted by the National Geodetic Survey in July 1992..
 NT0615
 NT0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0615.The vertical order pertains to the NGVD 29 superseded value.
 NT0615
 NT0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0615
 NT0615.The geoid height was determined by GEOID03.
 NT0615
 NT0615;                    North         East     Units Scale Factor Converg.
 NT0615;SPC ID E     -   134,320.774   214,922.920   MT  0.99995011   +0 07 27.4
 NT0615;UTM  12      - 4,747,495.209   419,633.090   MT  0.99967946   -0 40 10.5
 NT0615
 NT0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0615!SPC ID E     -   0.99973327  x   0.99995011  =   0.99968339
 NT0615!UTM  12      -   0.99973327  x   0.99967946  =   0.99941281
 NT0615
 NT0615:                Primary Azimuth Mark                     Grid Az
 NT0615:SPC ID E     -  THIRTY FIVE MILE                         177 01 34.2
 NT0615:UTM  12      -  THIRTY FIVE MILE                         177 49 12.1
 NT0615
 NT0615|---------------------------------------------------------------------|
 NT0615| PID    Reference Object                     Distance      Geod. Az  |
 NT0615|                                                           dddmmss.s |
 NT0615| NT0613 THIRTY FIVE MILE                    APPROX.12.5 KM 1770901.6 |
 NT0615|---------------------------------------------------------------------|
 NT0615
 NT0615                          SUPERSEDED SURVEY CONTROL
 NT0615
 NT0615  NAD 83(1986)-  42 52 32.96521(N)    111 59 02.43440(W) AD(       ) 3
 NT0615  NAD 27      -  42 52 33.26388(N)    111 58 59.57096(W) AD(       ) 3
 NT0615  NGVD 29 (07/19/86) 1712.2    (m)         5617.     (f) LEVELING    3  
 NT0615
 NT0615.Superseded values are not recommended for survey control.
 NT0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0615.See file dsdata.txt to determine how the superseded data were derived.
 NT0615
 NT0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN1963347495(NAD 83)
 NT0615_MARKER: DD = SURVEY DISK
 NT0615_SETTING: 0 = UNSPECIFIED SETTING
 NT0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0615
 NT0615  HISTORY     - Date     Condition        Report By
 NT0615  HISTORY     - 1968     MONUMENTED       USGS
 NT0615
 NT0615                          STATION DESCRIPTION
 NT0615
 NT0615'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NT0615'LAVA HOT SPRINGS, 11.9 MI. NE. OF, ALONG HWY. 30 FROM POST OFFICE TO
 NT0615'T-RD. N., THENCE 8.2 MI. N. TO TOP OF RISE, 0.41 MI. N. OF BRIDGE
 NT0615'ACROSS CANAL, 25 FT. W. OF AND 1 FT. HIGHER THAN RD., 1 FT. E. OF
 NT0615'WITNESS SIGN, 0.5 FT. E. OF FENCE, SET ON COPPER-COATED ROD ENCASED
 NT0615'BY FIBER PIPE, STANDARD TABLET STAMPED---12 DOR 1968 5618---.
 NT0615'
 NT0615'LOCATED ABOUT 31 MI. SE. OF BLACKFOOT, 25 MI. E. OF POCATELLO, 13 MI.
 NT0615'NW. OF BANCROFT.
 NT0615'
 NT0615'TO REACH FROM BANCROFT RR. DEPOT, DRIVE NORTHWESTERLY ON U.S. HWY.
 NT0615'30N FOR 6.6 MI. TO JUNCTION OF PAVED AND GRAVEL RD. N., TURN RIGHT
 NT0615'(N.) AND FOLLOW MAIN RD. FOR 8.1 MI. TO POINT WHERE GRAVEL RD. CURVES
 NT0615'BACK TO E. AT Y-RD. FORK, CONTINUE LEFT (N.) ON DIRT RD. FOR 0.4 MI.
 NT0615'TO TOP OF LOW RIDGE AND STATION ON LEFT SIDE OF RD.
 NT0615'
 NT0615'STATION MARK--STANDARD TABLET STAMPED---12 DOR 1968 5618---, SET ON
 NT0615'COPPER-COATED ROD ENCASED BY FIBER PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0481 ***********************************************************************
 NW0481  DESIGNATION -  12 EMH
 NW0481  PID         -  NW0481
 NW0481  STATE/COUNTY-  ID/OWYHEE
 NW0481  USGS QUAD   -  HURRY UP CREEK (1973)
 NW0481
 NW0481                         *CURRENT SURVEY CONTROL
 NW0481  ___________________________________________________________________
 NW0481* NAD 83(1986)-  42 42 42.     (N)    116 30 22.     (W)     SCALED    
 NW0481* NAVD 88     -      1783.384  (meters)    5850.99   (feet)  POSTED    
 NW0481  ___________________________________________________________________
 NW0481  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 NW0481  DYNAMIC HT  -        1782.220 (meters)    5847.17  (feet)  COMP
 NW0481  MODELED GRAV-     979,902.6   (mgal)                       NAVD 88
 NW0481
 NW0481  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0481
 NW0481.The horizontal coordinates were scaled from a topographic map and have
 NW0481.an estimated accuracy of +/- 6 seconds.
 NW0481
 NW0481.The orthometric height was determined by differential leveling
 NW0481.and adjusted by the National Geodetic Survey in 1992..
 NW0481.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0481.rate of 0.0 thru 1.0 mm/km.
 NW0481
 NW0481.The geoid height was determined by GEOID03.
 NW0481
 NW0481.The dynamic height is computed by dividing the NAVD 88
 NW0481.geopotential number by the normal gravity value computed on the
 NW0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0481.degrees latitude (g = 980.6199 gals.).
 NW0481
 NW0481.The modeled gravity was interpolated from observed gravity values.
 NW0481
 NW0481;                    North         East    Units  Estimated Accuracy
 NW0481;SPC ID W     -   116,350.      738,060.      MT  (+/- 180 meters Scaled)
 NW0481
 NW0481                          SUPERSEDED SURVEY CONTROL
 NW0481
 NW0481.No superseded survey control is available for this station.
 NW0481
 NW0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH404289(NAD 83)
 NW0481_MARKER: DD = SURVEY DISK
 NW0481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0481_SP_SET: COPPER-CLAD STEEL ROD
 NW0481_STAMPING: 12 EMH 1972 5847
 NW0481_MARK LOGO: USGS  
 NW0481_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0481+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0481
 NW0481  HISTORY     - Date     Condition        Report By
 NW0481  HISTORY     - 1972     MONUMENTED       USGS
 NW0481
 NW0481                          STATION DESCRIPTION
 NW0481
 NW0481'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0481'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0481'ROAD, THENCE 10.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, AT A ROAD
 NW0481'INTERSECTION IN A SADDLE, ROAD EAST GOES TO JUNIPER STATION, 28 FEET
 NW0481'NORTH AND 28 FEET WEST AND ABOUT LEVEL WITH THE INTERSECTION, A
 NW0481'5/8 COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE AND
 NW0481'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0438 ***********************************************************************
 NW0438  DESIGNATION -  12 FMK
 NW0438  PID         -  NW0438
 NW0438  STATE/COUNTY-  ID/OWYHEE
 NW0438  USGS QUAD   -  FLINT (1990)
 NW0438
 NW0438                         *CURRENT SURVEY CONTROL
 NW0438  ___________________________________________________________________
 NW0438* NAD 83(1986)-  42 53 33.     (N)    116 49 28.     (W)     SCALED    
 NW0438* NAVD 88     -      1476.422  (meters)    4843.89   (feet)  POSTED    
 NW0438  ___________________________________________________________________
 NW0438  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 NW0438  DYNAMIC HT  -        1475.510 (meters)    4840.90  (feet)  COMP
 NW0438  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 NW0438
 NW0438  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0438
 NW0438.The horizontal coordinates were scaled from a topographic map and have
 NW0438.an estimated accuracy of +/- 6 seconds.
 NW0438
 NW0438.The orthometric height was determined by differential leveling
 NW0438.and adjusted by the National Geodetic Survey in 1992..
 NW0438.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0438.rate of 1.1 thru 2.0 mm/km.
 NW0438
 NW0438.The geoid height was determined by GEOID03.
 NW0438
 NW0438.The dynamic height is computed by dividing the NAVD 88
 NW0438.geopotential number by the normal gravity value computed on the
 NW0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0438.degrees latitude (g = 980.6199 gals.).
 NW0438
 NW0438.The modeled gravity was interpolated from observed gravity values.
 NW0438
 NW0438;                    North         East    Units  Estimated Accuracy
 NW0438;SPC ID W     -   136,720.      712,240.      MT  (+/- 180 meters Scaled)
 NW0438
 NW0438                          SUPERSEDED SURVEY CONTROL
 NW0438
 NW0438.No superseded survey control is available for this station.
 NW0438
 NW0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH143488(NAD 83)
 NW0438_MARKER: DD = SURVEY DISK
 NW0438_SETTING: 66 = SET IN ROCK OUTCROP
 NW0438_SP_SET: ROCK OUTCROP
 NW0438_STAMPING: 12 FMK 1964
 NW0438_MARK LOGO: USGS  
 NW0438_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0438+STABILITY: POSITION/ELEVATION WELL
 NW0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0438+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0438
 NW0438  HISTORY     - Date     Condition        Report By
 NW0438  HISTORY     - 1964     MONUMENTED       USGS
 NW0438
 NW0438                          STATION DESCRIPTION
 NW0438
 NW0438'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0438'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0438'SOUTHEAST ALONG COUNTY ROAD, THENCE 12.6 MILES SOUTHEAST ALONG FLINT
 NW0438'CREEK ROAD, OPPOSITE ABANDONED RANCH BUILDINGS, 34 FEET NORTH OF THE
 NW0438'CENTERLINE OF THE ROAD AND 6 FEET HIGHER THAN THE ROAD, 8 FEET
 NW0438'SOUTHWEST OF A WITNESS POST, IN A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1782 ***********************************************************************
 NU1782  DESIGNATION -  12 HLS
 NU1782  PID         -  NU1782
 NU1782  STATE/COUNTY-  ID/CASSIA
 NU1782  USGS QUAD   -  ALBION (1968)
 NU1782
 NU1782                         *CURRENT SURVEY CONTROL
 NU1782  ___________________________________________________________________
 NU1782* NAD 83(1992)-  42 23 11.33764(N)    113 33 03.33429(W)     ADJUSTED  
 NU1782* NAVD 88     -      1501.29   (+/-2cm)    4925.5    (feet)  VERTCON   
 NU1782  ___________________________________________________________________
 NU1782  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 NU1782  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NU1782
 NU1782  HORZ ORDER  -  THIRD
 NU1782  VERT ORDER  -  THIRD ? (See Below)
 NU1782
 NU1782.The horizontal coordinates were established by classical geodetic methods
 NU1782.and adjusted by the National Geodetic Survey in July 1992..
 NU1782
 NU1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1782.The vertical order pertains to the NGVD 29 superseded value.
 NU1782
 NU1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1782
 NU1782.The geoid height was determined by GEOID03.
 NU1782
 NU1782;                    North         East     Units Scale Factor Converg.
 NU1782;SPC ID C     -    80,046.184   536,978.210   MT  0.99996419   +0 18 09.9
 NU1782;UTM  12      - 4,695,840.699   290,015.100   MT  1.00014255   -1 43 13.0
 NU1782
 NU1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1782!SPC ID C     -   0.99976685  x   0.99996419  =   0.99973105
 NU1782!UTM  12      -   0.99976685  x   1.00014255  =   0.99990937
 NU1782
 NU1782                          SUPERSEDED SURVEY CONTROL
 NU1782
 NU1782  NAD 83(1986)-  42 23 11.33596(N)    113 33 03.33286(W) AD(       ) 3
 NU1782  NGVD 29 (10/09/91) 1500.25   (m)         4922.1    (f) LEVELING    3  
 NU1782
 NU1782.Superseded values are not recommended for survey control.
 NU1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1782.See file dsdata.txt to determine how the superseded data were derived.
 NU1782
 NU1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM9001595841(NAD 83)
 NU1782_MARKER: DB = BENCH MARK DISK
 NU1782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU1782_SP_SET: METAL PIPE IMBEDDED IN GROUND
 NU1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1782
 NU1782  HISTORY     - Date     Condition        Report By
 NU1782  HISTORY     - 1967     MONUMENTED       USGS
 NU1782  HISTORY     - 1968     GOOD             USGS
 NU1782
 NU1782                          STATION DESCRIPTION
 NU1782
 NU1782'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NU1782'DESCRIBED IN LEVEL LINE BY USGS, 1967, PV 708 AS FOLLOWS--
 NU1782'
 NU1782'ALBION, 2.45 MI. S. OF ALONG STATE HIGHWAY 77 FROM THE POST OFFICE,
 NU1782'80 FT. SW. OF HIGHWAY, 36 FT. SE. OF A GRAVEL RD. SW., 3 FT. NE. OF
 NU1782'TELEPHONE POLE, 1 FT. N. OF WITNESS POST, SET ON COPPER-COATED ROD,
 NU1782'STANDARD TABLET STAMPED---12 HLS 1967---.
 NU1782'
 NU1782'STATION MARK--STANDARD BENCH MARK TABLET STAMPED---12 HLS 1967---
 NU1782'SET ON COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0258 ***********************************************************************
 PY0258  DESIGNATION -  12 LC
 PY0258  PID         -  PY0258
 PY0258  STATE/COUNTY-  ID/FREMONT
 PY0258  USGS QUAD   -  TARGHEE PASS (1964)
 PY0258
 PY0258                         *CURRENT SURVEY CONTROL
 PY0258  ___________________________________________________________________
 PY0258* NAD 83(1986)-  44 39 53.     (N)    111 18 06.     (W)     SCALED    
 PY0258* NAVD 88     -      2100.491  (meters)    6891.36   (feet)  ADJUSTED  
 PY0258  ___________________________________________________________________
 PY0258  GEOID HEIGHT-          -8.77  (meters)                     GEOID03
 PY0258  DYNAMIC HT  -        2099.310 (meters)    6887.49  (feet)  COMP
 PY0258  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 PY0258
 PY0258  VERT ORDER  -  FIRST     CLASS II
 PY0258
 PY0258.The horizontal coordinates were scaled from a topographic map and have
 PY0258.an estimated accuracy of +/- 6 seconds.
 PY0258
 PY0258.The orthometric height was determined by differential leveling
 PY0258.and adjusted by the National Geodetic Survey in June 1991..
 PY0258
 PY0258.The geoid height was determined by GEOID03.
 PY0258
 PY0258.The dynamic height is computed by dividing the NAVD 88
 PY0258.geopotential number by the normal gravity value computed on the
 PY0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0258.degrees latitude (g = 980.6199 gals.).
 PY0258
 PY0258.The modeled gravity was interpolated from observed gravity values.
 PY0258
 PY0258;                    North         East    Units  Estimated Accuracy
 PY0258;SPC ID E     -   333,420.      268,600.      MT  (+/- 180 meters Scaled)
 PY0258
 PY0258                          SUPERSEDED SURVEY CONTROL
 PY0258
 PY0258  NGVD 29 (08/20/92) 2099.256  (m)         6887.31   (f) ADJUSTED    1 2
 PY0258
 PY0258.Superseded values are not recommended for survey control.
 PY0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0258.See file dsdata.txt to determine how the superseded data were derived.
 PY0258
 PY0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ760457(NAD 83)
 PY0258_MARKER: DD = SURVEY DISK
 PY0258_SETTING: 66 = SET IN ROCK OUTCROP
 PY0258_SP_SET: ROCK OUTCROP
 PY0258_STAMPING: 12 LC 1963 6888
 PY0258_MARK LOGO: USGS  
 PY0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0258+STABILITY: POSITION/ELEVATION WELL
 PY0258
 PY0258  HISTORY     - Date     Condition        Report By
 PY0258  HISTORY     - 1963     MONUMENTED       USGS
 PY0258  HISTORY     - 1964     GOOD             NGS
 PY0258  HISTORY     - 1983     GOOD             NGS
 PY0258
 PY0258                          STATION DESCRIPTION
 PY0258
 PY0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0258'6.4 MI E FROM HENRYS LAKE.
 PY0258'ABOUT 3.75 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE
 PY0258'TO HENRYS LAKE LODGE AT HENRYS LAKE, THENCE 2.65 MILES NORTHEAST ALONG
 PY0258'U.S. HIGHWAYS 191 AND 20 AND STATE HIGHWAY 287, 51 FEET SOUTHEAST OF
 PY0258'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP, 7
 PY0258'FEET SOUTH OF A 12-INCH PINE TREE, 2.7 FEET NORTHWEST OF A METAL
 PY0258'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND PROJECTING 6 INCHES.
 PY0258
 PY0258                          STATION RECOVERY (1983)
 PY0258
 PY0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0258'RECOVERED IN GOOD CONDITION.  THE 1964 DESCRIPTION IS ADEQUATE WITH
 PY0258'THE FOLLOWING EXCEPTION, ADD 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST
 PY0258'405.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0257 ***********************************************************************
 PY0257  DESIGNATION -  12 LC RM
 PY0257  PID         -  PY0257
 PY0257  STATE/COUNTY-  ID/FREMONT
 PY0257  USGS QUAD   -  TARGHEE PASS (1964)
 PY0257
 PY0257                         *CURRENT SURVEY CONTROL
 PY0257  ___________________________________________________________________
 PY0257* NAD 83(1986)-  44 39 52.     (N)    111 18 06.     (W)     SCALED    
 PY0257* NAVD 88     -      2100.970  (meters)    6892.93   (feet)  POSTED    
 PY0257  ___________________________________________________________________
 PY0257  GEOID HEIGHT-          -8.77  (meters)                     GEOID03
 PY0257  DYNAMIC HT  -        2099.790 (meters)    6889.06  (feet)  COMP
 PY0257  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 PY0257
 PY0257  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0257
 PY0257.The horizontal coordinates were scaled from a topographic map and have
 PY0257.an estimated accuracy of +/- 6 seconds.
 PY0257
 PY0257.The orthometric height was determined by differential leveling
 PY0257.and adjusted by the National Geodetic Survey in 1992..
 PY0257.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0257.rate of 3.1 thru 4.0 mm/km.
 PY0257
 PY0257.The geoid height was determined by GEOID03.
 PY0257
 PY0257.The dynamic height is computed by dividing the NAVD 88
 PY0257.geopotential number by the normal gravity value computed on the
 PY0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0257.degrees latitude (g = 980.6199 gals.).
 PY0257
 PY0257.The modeled gravity was interpolated from observed gravity values.
 PY0257
 PY0257;                    North         East    Units  Estimated Accuracy
 PY0257;SPC ID E     -   333,390.      268,600.      MT  (+/- 180 meters Scaled)
 PY0257
 PY0257                          SUPERSEDED SURVEY CONTROL
 PY0257
 PY0257  NGVD 29 (??/??/92) 2099.484  (m)         6888.06   (f) ADJ UNCH    1 2
 PY0257
 PY0257.Superseded values are not recommended for survey control.
 PY0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0257.See file dsdata.txt to determine how the superseded data were derived.
 PY0257
 PY0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ760457(NAD 83)
 PY0257_MARKER: N = NAIL
 PY0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0257_SP_SET: TREE
 PY0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0257
 PY0257  HISTORY     - Date     Condition        Report By
 PY0257  HISTORY     - UNK      MONUMENTED       USGS
 PY0257  HISTORY     - 1964     GOOD             NGS
 PY0257  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0257
 PY0257                          STATION DESCRIPTION
 PY0257
 PY0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0257'6.4 MI E FROM HENRYS LAKE.
 PY0257'IS A COPPER NAIL AND WASHER IN THE NORTH ROOT OF A 10-INCH PINE TREE,
 PY0257'73 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 80 FEET SOUTH OF
 PY0257'12 LC (U.S.G.S.), ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 PY0257'FLUSH WITH THE GROUND.
 PY0257
 PY0257                          STATION RECOVERY (1983)
 PY0257
 PY0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0537 ***********************************************************************
 NW0537  DESIGNATION -  12 MDC
 NW0537  PID         -  NW0537
 NW0537  STATE/COUNTY-  ID/OWYHEE
 NW0537  USGS QUAD   -  FAIRYLAWN (1973)
 NW0537
 NW0537                         *CURRENT SURVEY CONTROL
 NW0537  ___________________________________________________________________
 NW0537* NAD 83(1986)-  42 35 07.     (N)    116 59 31.     (W)     SCALED    
 NW0537* NAVD 88     -      1525.228  (meters)    5004.02   (feet)  POSTED    
 NW0537  ___________________________________________________________________
 NW0537  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 NW0537  DYNAMIC HT  -        1524.300 (meters)    5000.97  (feet)  COMP
 NW0537  MODELED GRAV-     979,958.3   (mgal)                       NAVD 88
 NW0537
 NW0537  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0537
 NW0537.The horizontal coordinates were scaled from a topographic map and have
 NW0537.an estimated accuracy of +/- 6 seconds.
 NW0537
 NW0537.The orthometric height was determined by differential leveling
 NW0537.and adjusted by the National Geodetic Survey in 1992..
 NW0537.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0537.rate of 0.0 thru 1.0 mm/km.
 NW0537
 NW0537.The geoid height was determined by GEOID03.
 NW0537
 NW0537.The dynamic height is computed by dividing the NAVD 88
 NW0537.geopotential number by the normal gravity value computed on the
 NW0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0537.degrees latitude (g = 980.6199 gals.).
 NW0537
 NW0537.The modeled gravity was interpolated from observed gravity values.
 NW0537
 NW0537;                    North         East    Units  Estimated Accuracy
 NW0537;SPC ID W     -   102,780.      698,060.      MT  (+/- 180 meters Scaled)
 NW0537
 NW0537                          SUPERSEDED SURVEY CONTROL
 NW0537
 NW0537.No superseded survey control is available for this station.
 NW0537
 NW0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH006147(NAD 83)
 NW0537_MARKER: DD = SURVEY DISK
 NW0537_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NW0537+WITH SETTING: PAVEMENT
 NW0537_SP_SET: CATTLEGUARD BASE
 NW0537_STAMPING: 12 MDC 1973 5000
 NW0537_MARK LOGO: USGS  
 NW0537_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0537+STABILITY: SURFACE MOTION
 NW0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0537+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0537
 NW0537  HISTORY     - Date     Condition        Report By
 NW0537  HISTORY     - 1973     MONUMENTED       USGS
 NW0537
 NW0537                          STATION DESCRIPTION
 NW0537
 NW0537'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0537'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0537'SOUTH ALONG A GRAVELED ROAD, THENCE 11.8 MILES SOUTH ALONG A DIRT ROAD
 NW0537'TOWARD GRANDVIEW, IDAHO, AT A FENCE CROSSING AND CATTLEGUARD, 8 FEET
 NW0537'NORTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT LOWER THAN THE ROAD
 NW0537'BED, CEMENTED 3 FEET SOUTHEAST OF THE NORTH CORNER OF THE NORTHEAST
 NW0537'SIDE OF THE CONCRETE BASE OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0804 ***********************************************************************
 OZ0804  DESIGNATION -  12 Y
 OZ0804  PID         -  OZ0804
 OZ0804  STATE/COUNTY-  ID/CUSTER
 OZ0804  USGS QUAD   -  HARRY CANYON (1967)
 OZ0804
 OZ0804                         *CURRENT SURVEY CONTROL
 OZ0804  ___________________________________________________________________
 OZ0804* NAD 83(1986)-  43 59 51.     (N)    114 01 40.     (W)     SCALED    
 OZ0804* NAVD 88     -      2031.499  (meters)    6665.01   (feet)  ADJUSTED  
 OZ0804  ___________________________________________________________________
 OZ0804  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 OZ0804  DYNAMIC HT  -        2030.165 (meters)    6660.63  (feet)  COMP
 OZ0804  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 OZ0804
 OZ0804  VERT ORDER  -  FIRST     CLASS II
 OZ0804
 OZ0804.The horizontal coordinates were scaled from a topographic map and have
 OZ0804.an estimated accuracy of +/- 6 seconds.
 OZ0804
 OZ0804.The orthometric height was determined by differential leveling
 OZ0804.and adjusted by the National Geodetic Survey in June 1991..
 OZ0804.WARNING-Repeat measurements at this control monument indicate possible
 OZ0804.vertical movement.
 OZ0804
 OZ0804.The geoid height was determined by GEOID03.
 OZ0804
 OZ0804.The dynamic height is computed by dividing the NAVD 88
 OZ0804.geopotential number by the normal gravity value computed on the
 OZ0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0804.degrees latitude (g = 980.6199 gals.).
 OZ0804
 OZ0804.The modeled gravity was interpolated from observed gravity values.
 OZ0804
 OZ0804;                    North         East    Units  Estimated Accuracy
 OZ0804;SPC ID C     -   258,920.      497,770.      MT  (+/- 180 meters Scaled)
 OZ0804
 OZ0804                          SUPERSEDED SURVEY CONTROL
 OZ0804
 OZ0804.No superseded survey control is available for this station.
 OZ0804
 OZ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ383758(NAD 83)
 OZ0804_MARKER: DD = SURVEY DISK
 OZ0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0804_STAMPING: Y 12 1931
 OZ0804_MARK LOGO: USGS  
 OZ0804_PROJECTION: PROJECTING 10 CENTIMETERS
 OZ0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0804+STABILITY: SURFACE MOTION
 OZ0804
 OZ0804  HISTORY     - Date     Condition        Report By
 OZ0804  HISTORY     - 1931     MONUMENTED       USGS
 OZ0804  HISTORY     - 1955     GOOD             NGS
 OZ0804  HISTORY     - 1983     GOOD             NGS
 OZ0804  HISTORY     - 1985     GOOD             NGS
 OZ0804
 OZ0804                          STATION DESCRIPTION
 OZ0804
 OZ0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0804'9.0 MI SW FROM CHILLY.
 OZ0804'ABOUT 8.9 MILES SOUTHWEST ALONG THE NEW TRAIL CREEK SUMMIT ROAD FROM
 OZ0804'THE CROSS ROADS 0.6 MILE NORTH OF CHILLY POST OFFICE, 0.3 MILE WEST OF
 OZ0804'HOWELL BRIDGE, 0.2 MILE SOUTHEAST OF THE TRAIL CREEK SUMMIT ROAD, AT
 OZ0804'THE SOUTH EDGE OF A TERRACE, 100 FEET WEST OF AN IRRIGATION DITCH
 OZ0804'CROSSING, 60 FEET NORTHWEST OF THE FIRST IRRIGATION DITCH BELOW THE
 OZ0804'TOP OF THE TERRACE, 50 FEET NORTHWEST OF THE RIM OF THE TERRACE, 30
 OZ0804'FEET SOUTH OF THE CENTERLINE OF AN OLD ROAD LEADING WEST AND 1 FOOT
 OZ0804'SOUTH OF A 15 INCH WITNESS ROCK.  A USGS DISK IN TOP OF A CONCRETE
 OZ0804'POST PROJECTING 6 INCHES.
 OZ0804
 OZ0804                          STATION RECOVERY (1983)
 OZ0804
 OZ0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0804'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 OZ0804'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 OZ0804'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST
 OZ0804'ALONG OLD STATE HIGHWAY 27, THENCE 15.1 KM (9.45 MI) SOUTHWEST
 OZ0804'ALONG BARTLETT POINT ROAD, 0.5 KM (0.3 MI) WEST OF THE BRIDGE
 OZ0804'OVER BIG LOST RIVER, 0.35 KM (0.2 MI) SOUTHEAST OF THE T JUNCTION
 OZ0804'OF TRAIL CREEK ROAD (OLD STATE HIGHWAY 75), IN THE SOUTH CORNER
 OZ0804'OF THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST ALONG THE
 OZ0804'TOP OF THE BENCH ABOVE THE RIVER, 18.6 METERS (61 FT) SOUTHWEST
 OZ0804'OF THE CENTER OF THE ROAD, 45.2 METERS (148.5 FT) NORTHEAST
 OZ0804'OF A POWER POLE, 9.0 METERS (29.5 FT) SOUTHEAST OF THE CENTER
 OZ0804'OF THE TRACK ROAD.
 OZ0804'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 OZ0804'THE MARK IS 0.5 M ABOVE THE ROAD.
 OZ0804
 OZ0804                          STATION RECOVERY (1985)
 OZ0804
 OZ0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0243 ***********************************************************************
 NT0243  DESIGNATION -  120
 NT0243  PID         -  NT0243
 NT0243  STATE/COUNTY-  ID/BEAR LAKE
 NT0243  USGS QUAD   -  OVID (1967)
 NT0243
 NT0243                         *CURRENT SURVEY CONTROL
 NT0243  ___________________________________________________________________
 NT0243* NAD 83(1986)-  42 20 20.     (N)    111 28 18.     (W)     SCALED    
 NT0243* NAVD 88     -      1891.919  (meters)    6207.07   (feet)  ADJUSTED  
 NT0243  ___________________________________________________________________
 NT0243  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 NT0243  DYNAMIC HT  -        1890.491 (meters)    6202.39  (feet)  COMP
 NT0243  MODELED GRAV-     979,799.6   (mgal)                       NAVD 88
 NT0243
 NT0243  VERT ORDER  -  SECOND    CLASS 0
 NT0243
 NT0243.The horizontal coordinates were scaled from a topographic map and have
 NT0243.an estimated accuracy of +/- 6 seconds.
 NT0243
 NT0243.The orthometric height was determined by differential leveling
 NT0243.and adjusted by the National Geodetic Survey in June 1991..
 NT0243
 NT0243.The geoid height was determined by GEOID03.
 NT0243
 NT0243.The dynamic height is computed by dividing the NAVD 88
 NT0243.geopotential number by the normal gravity value computed on the
 NT0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0243.degrees latitude (g = 980.6199 gals.).
 NT0243
 NT0243.The modeled gravity was interpolated from observed gravity values.
 NT0243
 NT0243;                    North         East    Units  Estimated Accuracy
 NT0243;SPC ID E     -    74,900.      257,270.      MT  (+/- 180 meters Scaled)
 NT0243
 NT0243                          SUPERSEDED SURVEY CONTROL
 NT0243
 NT0243  NGVD 29 (??/??/92) 1890.708  (m)         6203.10   (f) ADJ UNCH    2 0
 NT0243
 NT0243.Superseded values are not recommended for survey control.
 NT0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0243.See file dsdata.txt to determine how the superseded data were derived.
 NT0243
 NT0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM611875(NAD 83)
 NT0243_MARKER: DD = SURVEY DISK
 NT0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0243_STAMPING: 120
 NT0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0243+STABILITY: SURFACE MOTION
 NT0243
 NT0243  HISTORY     - Date     Condition        Report By
 NT0243  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0243  HISTORY     - 1951     GOOD             NGS
 NT0243  HISTORY     - 19900601 MARK NOT FOUND   NGS
 NT0243
 NT0243                          STATION DESCRIPTION
 NT0243
 NT0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0243'5.4 MI NW FROM OVID.
 NT0243'5.4 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0243'NEAR A POINT WHERE A POWER LINE CROSSES THE ROAD, 80 FEET NORTHEAST OF
 NT0243'BM 121 (IDPW) 40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 1/2
 NT0243'FEET NORTHEAST OF A TELEPHONE POLE, AND ABOUT 5 FEET HIGHER THAN THE
 NT0243'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NT0243'THE GROUND.
 NT0243
 NT0243                          STATION RECOVERY (1990)
 NT0243
 NT0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0243'POST WAS FOUND LYING ON ITS SIDE WITH DISK INTACT. DESCRIBED BY
 NT0243'G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0242 ***********************************************************************
 NT0242  DESIGNATION -  121
 NT0242  PID         -  NT0242
 NT0242  STATE/COUNTY-  ID/BEAR LAKE
 NT0242  USGS QUAD   -  OVID (1967)
 NT0242
 NT0242                         *CURRENT SURVEY CONTROL
 NT0242  ___________________________________________________________________
 NT0242* NAD 83(1986)-  42 20 20.     (N)    111 28 18.     (W)     SCALED    
 NT0242* NAVD 88     -      1888.163  (meters)    6194.75   (feet)  ADJUSTED  
 NT0242  ___________________________________________________________________
 NT0242  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 NT0242  DYNAMIC HT  -        1886.738 (meters)    6190.07  (feet)  COMP
 NT0242  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 NT0242
 NT0242  VERT ORDER  -  SECOND    CLASS 0
 NT0242
 NT0242.The horizontal coordinates were scaled from a topographic map and have
 NT0242.an estimated accuracy of +/- 6 seconds.
 NT0242
 NT0242.The orthometric height was determined by differential leveling
 NT0242.and adjusted by the National Geodetic Survey in June 1991..
 NT0242
 NT0242.The geoid height was determined by GEOID03.
 NT0242
 NT0242.The dynamic height is computed by dividing the NAVD 88
 NT0242.geopotential number by the normal gravity value computed on the
 NT0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0242.degrees latitude (g = 980.6199 gals.).
 NT0242
 NT0242.The modeled gravity was interpolated from observed gravity values.
 NT0242
 NT0242;                    North         East    Units  Estimated Accuracy
 NT0242;SPC ID E     -    74,900.      257,270.      MT  (+/- 180 meters Scaled)
 NT0242
 NT0242                          SUPERSEDED SURVEY CONTROL
 NT0242
 NT0242  NGVD 29 (??/??/92) 1886.951  (m)         6190.77   (f) ADJ UNCH    2 0
 NT0242
 NT0242.Superseded values are not recommended for survey control.
 NT0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0242.See file dsdata.txt to determine how the superseded data were derived.
 NT0242
 NT0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM611875(NAD 83)
 NT0242_MARKER: DD = SURVEY DISK
 NT0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0242_STAMPING: 212
 NT0242_MARK LOGO: IDPWD 
 NT0242_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0242+STABILITY: SURFACE MOTION
 NT0242
 NT0242  HISTORY     - Date     Condition        Report By
 NT0242  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0242  HISTORY     - 1951     GOOD             NGS
 NT0242  HISTORY     - 19900601 GOOD             NGS
 NT0242
 NT0242                          STATION DESCRIPTION
 NT0242
 NT0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0242'5.4 MI NW FROM OVID.
 NT0242'5.4 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0242'NEAR A POINT WHERE A POWER LINE CROSSES THE ROAD, IN LINE WITH A
 NT0242'FENCE, 80 FEET SOUTHWEST OF BM 120 (IDPW), 40 FEET SOUTHWEST OF THE
 NT0242'CENTER LINE OF THE ROAD, AND ABOUT 5 FEET LOWER THAN THE ROAD, AND SET
 NT0242'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NT0242
 NT0242                          STATION RECOVERY (1990)
 NT0242
 NT0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0242'MARK IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF OVID 2.7 KM (1.70
 NT0242'MI) NORTH NORTHWEST OF LIBERTY ALONG STATE HIGHWAY 36 ON THE RIGHT OF
 NT0242'WAY ALONG A PASTURE IN THE NORTHEAST 1/4 OF SECTION 31 T 12 S R 43 E.
 NT0242'OWNERSHIP  STATE TRANSPORTATION DEPARTMENT. TO REACH FROM THE JUNCTION
 NT0242'OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID
 NT0242'GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE
 NT0242'RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 2.96 KM (1.85 MI) TO A POWERLINE
 NT0242'ACROSS THE HIGHWAY.  CONTINUE AHEAD FOR 167 M (547.9 FT) TO THE MARK
 NT0242'ON THE LEFT ABOUT 90 M (295.3 FT) BEFORE REACHING A YELLOW AND WHITE
 NT0242'FRAME HOUSE ON THE LEFT. MARK IS A STATE PUBLIC WORKS DISK SET IN THE
 NT0242'TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING 5 CM.  IT IS 12.2 M
 NT0242'(40.0 FT) SOUTHWEST OF AND 2 M (6.6 FT) LOWER THAN THE HIGHWAY CENTER
 NT0242'0.5 M (1.6 FT) NORTHWEST OF A FIBERGLASS WITNESS POST AND 0.3 M (1.0
 NT0242'FT) NORTHEAST OF A WIRE FENCE. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0241 ***********************************************************************
 NT0241  DESIGNATION -  122
 NT0241  PID         -  NT0241
 NT0241  STATE/COUNTY-  ID/BEAR LAKE
 NT0241  USGS QUAD   -  OVID (1967)
 NT0241
 NT0241                         *CURRENT SURVEY CONTROL
 NT0241  ___________________________________________________________________
 NT0241* NAD 83(1986)-  42 20 40.     (N)    111 28 33.     (W)     SCALED    
 NT0241* NAVD 88     -      1902.586  (meters)    6242.07   (feet)  ADJUSTED  
 NT0241  ___________________________________________________________________
 NT0241  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NT0241  DYNAMIC HT  -        1901.145 (meters)    6237.34  (feet)  COMP
 NT0241  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 NT0241
 NT0241  VERT ORDER  -  SECOND    CLASS 0
 NT0241
 NT0241.The horizontal coordinates were scaled from a topographic map and have
 NT0241.an estimated accuracy of +/- 6 seconds.
 NT0241
 NT0241.The orthometric height was determined by differential leveling
 NT0241.and adjusted by the National Geodetic Survey in June 1991..
 NT0241
 NT0241.The geoid height was determined by GEOID03.
 NT0241
 NT0241.The dynamic height is computed by dividing the NAVD 88
 NT0241.geopotential number by the normal gravity value computed on the
 NT0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0241.degrees latitude (g = 980.6199 gals.).
 NT0241
 NT0241.The modeled gravity was interpolated from observed gravity values.
 NT0241
 NT0241;                    North         East    Units  Estimated Accuracy
 NT0241;SPC ID E     -    75,510.      256,920.      MT  (+/- 180 meters Scaled)
 NT0241
 NT0241                          SUPERSEDED SURVEY CONTROL
 NT0241
 NT0241  NGVD 29 (??/??/92) 1901.367  (m)         6238.07   (f) ADJ UNCH    2 0
 NT0241
 NT0241.Superseded values are not recommended for survey control.
 NT0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0241.See file dsdata.txt to determine how the superseded data were derived.
 NT0241
 NT0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM608881(NAD 83)
 NT0241_MARKER: DD = SURVEY DISK
 NT0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0241_STAMPING: 122
 NT0241_MARK LOGO: IDPWD 
 NT0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0241+STABILITY: SURFACE MOTION
 NT0241
 NT0241  HISTORY     - Date     Condition        Report By
 NT0241  HISTORY     - 1990     MONUMENTED       IDPWD
 NT0241  HISTORY     - 1951     GOOD             NGS
 NT0241  HISTORY     - 19900601 GOOD             NGS
 NT0241
 NT0241                          STATION DESCRIPTION
 NT0241
 NT0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0241'5.8 MI NW FROM OVID.
 NT0241'5.8 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0241'ON THE NORTHWEST SLOPE OF A GRADE, 80 FEET NORTHEAST OF BM 123 (IDPW),
 NT0241'40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET NORTHWEST OF
 NT0241'TELEPHONE POLE NUMBER 165, 1.1 FEET SOUTHWEST OF A FENCE, AND ABOUT 2
 NT0241'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 NT0241'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NT0241
 NT0241                          STATION RECOVERY (1990)
 NT0241
 NT0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0241'MARK IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTHWEST OF OVID 3.3 KM (2.05
 NT0241'MI) NORTH NORTHWEST OF LIBERTY ALONG STATE HIGHWAY 36 ON THE RIGHT OF
 NT0241'WAY EDGE UNDER A FENCE ALONG A PASTURE IN SOUTH CENTRAL SECTION 30 T
 NT0241'12 S R 43 E.  OWNERSHIP  STATE TRANSPORTATION DEPARTMENT.  TO REACH
 NT0241'FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD
 NT0241'OVID SCHOOL IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE
 NT0241'LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 2.96 KM (1.85
 NT0241'MI) TO A POWERLINE ACROSS THE HIGHWAY. CONTINUE AHEAD FOR 0.72 KM
 NT0241'(0.45 MI) TO A DIRT ROAD LEFT AT TOP OF GRADE.  CONTINUE AHEAD FOR
 NT0241'0.11 KM (0.05 MI) TO THE MARK ON THE RIGHT. MARK IS A STATE PUBLIC
 NT0241'WORKS DISK SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING
 NT0241'10 CM.  IT IS 12.1 M (39.7 FT) NORTHEAST OF AND 0.5 M (1.6 FT) LOWER
 NT0241'THAN THE HIGHWAY CENTER 0.4 M (1.3 FT) SOUTHWEST OF A FIBERGLASS
 NT0241'WITNESS POST AND 120 M (393.7 FT) SOUTHEAST OF A GRAVEL ROAD LEADING
 NT0241'NORTHEAST.  NOTE CROSS ON DISK IS SLIGHTLY OFFCENTER.  DESCRIBED BY G.
 NT0241'R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0240 ***********************************************************************
 NT0240  DESIGNATION -  123
 NT0240  PID         -  NT0240
 NT0240  STATE/COUNTY-  ID/BEAR LAKE
 NT0240  USGS QUAD   -  OVID (1967)
 NT0240
 NT0240                         *CURRENT SURVEY CONTROL
 NT0240  ___________________________________________________________________
 NT0240* NAD 83(1986)-  42 20 40.     (N)    111 28 34.     (W)     SCALED    
 NT0240* NAVD 88     -      1902.246  (meters)    6240.95   (feet)  ADJUSTED  
 NT0240  ___________________________________________________________________
 NT0240  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NT0240  DYNAMIC HT  -        1900.806 (meters)    6236.23  (feet)  COMP
 NT0240  MODELED GRAV-     979,796.5   (mgal)                       NAVD 88
 NT0240
 NT0240  VERT ORDER  -  SECOND    CLASS 0
 NT0240
 NT0240.The horizontal coordinates were scaled from a topographic map and have
 NT0240.an estimated accuracy of +/- 6 seconds.
 NT0240
 NT0240.The orthometric height was determined by differential leveling
 NT0240.and adjusted by the National Geodetic Survey in June 1991..
 NT0240
 NT0240.The geoid height was determined by GEOID03.
 NT0240
 NT0240.The dynamic height is computed by dividing the NAVD 88
 NT0240.geopotential number by the normal gravity value computed on the
 NT0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0240.degrees latitude (g = 980.6199 gals.).
 NT0240
 NT0240.The modeled gravity was interpolated from observed gravity values.
 NT0240
 NT0240;                    North         East    Units  Estimated Accuracy
 NT0240;SPC ID E     -    75,510.      256,900.      MT  (+/- 180 meters Scaled)
 NT0240
 NT0240                          SUPERSEDED SURVEY CONTROL
 NT0240
 NT0240  NGVD 29 (??/??/92) 1901.028  (m)         6236.96   (f) ADJ UNCH    2 0
 NT0240
 NT0240.Superseded values are not recommended for survey control.
 NT0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0240.See file dsdata.txt to determine how the superseded data were derived.
 NT0240
 NT0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM607881(NAD 83)
 NT0240_MARKER: DD = SURVEY DISK
 NT0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0240_STAMPING: 123
 NT0240_MARK LOGO: IDPWD 
 NT0240_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0240+STABILITY: SURFACE MOTION
 NT0240
 NT0240  HISTORY     - Date     Condition        Report By
 NT0240  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0240  HISTORY     - 1951     GOOD             NGS
 NT0240  HISTORY     - 19900601 GOOD             NGS
 NT0240
 NT0240                          STATION DESCRIPTION
 NT0240
 NT0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0240'5.8 MI NW FROM OVID.
 NT0240'5.8 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0240'AT THE NORTHWEST SLOPE OF A GRADE, 40 FEET SOUTHWEST OF THE CENTER
 NT0240'LINE OF THE ROAD, 30 FEET NORTHWEST OF THE CENTER OF A BOARD GATE, 8.5
 NT0240'FEET NORTHEAST OF A FENCE, AND ABOUT 3 FEET LOWER THAN THE ROAD, AND
 NT0240'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NT0240'GROUND.
 NT0240
 NT0240                          STATION RECOVERY (1990)
 NT0240
 NT0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0240'MARK IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTHWEST OF OVID 3.3 KM (2.05
 NT0240'MI) NORTH NORTHWEST OF LIBERTY ALONG STATE HIGHWAY 36 ON THE RIGHT OF
 NT0240'WAY ALONG A PASTURE IN SOUTH CENTRAL SECTION 30 T 12 S R 43 E.
 NT0240'OWNERSHIP  STATE TRANSPORTATION DEPARTMENT.  TO REACH FROM THE
 NT0240'JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL
 NT0240'IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH
 NT0240'ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 2.96 KM (1.85 MI) TO A
 NT0240'POWERLINE ACROSS THE HIGHWAY.  CONTINUE AHEAD FOR 0.72 KM (0.45 MI) TO
 NT0240'A DIRT ROAD LEFT AT TOP OF GRADE.  CONTINUE AHEAD FOR 0.11 KM (0.05
 NT0240'MI) TO THE MARK ON THE LEFT.  MARK IS A STATE PUBLIC WORKS DISK SET IN
 NT0240'THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING 8 CM.  IT IS 12.6 M
 NT0240'(41.3 FT) SOUTHWEST OF AND 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 NT0240'CENTER 0.4 M (1.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST 2.5 M
 NT0240'(8.2 FT) NORTHEAST OF A RIGHT OF WAY FENCE AND 120 M (393.7 FT)
 NT0240'SOUTHEAST OF A GRAVEL ROAD LEADING NORTHEAST.  NOTE CROSS ON DISK IS
 NT0240'SLIGHTLY OFFCENTER.  DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0238 ***********************************************************************
 NT0238  DESIGNATION -  124
 NT0238  PID         -  NT0238
 NT0238  STATE/COUNTY-  ID/BEAR LAKE
 NT0238  USGS QUAD   -  OVID (1967)
 NT0238
 NT0238                         *CURRENT SURVEY CONTROL
 NT0238  ___________________________________________________________________
 NT0238* NAD 83(1986)-  42 21 25.     (N)    111 29 28.     (W)     SCALED    
 NT0238* NAVD 88     -      1933.896  (meters)    6344.79   (feet)  ADJUSTED  
 NT0238  ___________________________________________________________________
 NT0238  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 NT0238  DYNAMIC HT  -        1932.425 (meters)    6339.96  (feet)  COMP
 NT0238  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 NT0238
 NT0238  VERT ORDER  -  SECOND    CLASS 0
 NT0238
 NT0238.The horizontal coordinates were scaled from a topographic map and have
 NT0238.an estimated accuracy of +/- 6 seconds.
 NT0238
 NT0238.The orthometric height was determined by differential leveling
 NT0238.and adjusted by the National Geodetic Survey in June 1991..
 NT0238
 NT0238.The geoid height was determined by GEOID03.
 NT0238
 NT0238.The dynamic height is computed by dividing the NAVD 88
 NT0238.geopotential number by the normal gravity value computed on the
 NT0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0238.degrees latitude (g = 980.6199 gals.).
 NT0238
 NT0238.The modeled gravity was interpolated from observed gravity values.
 NT0238
 NT0238;                    North         East    Units  Estimated Accuracy
 NT0238;SPC ID E     -    76,890.      255,650.      MT  (+/- 180 meters Scaled)
 NT0238
 NT0238                          SUPERSEDED SURVEY CONTROL
 NT0238
 NT0238  NGVD 29 (??/??/92) 1932.673  (m)         6340.78   (f) ADJ UNCH    2 0
 NT0238
 NT0238.Superseded values are not recommended for survey control.
 NT0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0238.See file dsdata.txt to determine how the superseded data were derived.
 NT0238
 NT0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM595895(NAD 83)
 NT0238_MARKER: DD = SURVEY DISK
 NT0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0238_STAMPING: 124
 NT0238_MARK LOGO: IDPWD 
 NT0238_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0238+STABILITY: SURFACE MOTION
 NT0238
 NT0238  HISTORY     - Date     Condition        Report By
 NT0238  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0238  HISTORY     - 1951     GOOD             NGS
 NT0238  HISTORY     - 19900601 GOOD             NGS
 NT0238
 NT0238                          STATION DESCRIPTION
 NT0238
 NT0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0238'6.9 MI NW FROM OVID.
 NT0238'6.9 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0238'IN LINE WITH A FENCE, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3
 NT0238'FEET WEST OF A WHITE PAINTED FENCE POST, AND ABOUT 3 FEET LOWER THAN
 NT0238'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 NT0238'ABOVE THE GROUND.
 NT0238
 NT0238                          STATION RECOVERY (1990)
 NT0238
 NT0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0238'MARK IS LOCATED ABOUT 11 KM (6.85 MI) NORTHWEST OF OVID 1.5 KM (0.95
 NT0238'MI) SOUTHEAST OF THE CACHE NATIONAL FOREST BOUNDARY ALONG STATE
 NT0238'HIGHWAY 36 ON THE RIGHT OF WAY OF A LONG STRAIGHT SECTION UNDER THE
 NT0238'RIGHT OF WAY FENCE ALONG A PASTURE IN THE NORTHEAST 1/4 OF SECTION 25
 NT0238'T 12 S R 42 E.  OWNERSHIP  STATE TRANSPORTATION DEPARTMENT. TO REACH
 NT0238'FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD
 NT0238'OVID SCHOOL IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE
 NT0238'LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 2.96 KM (1.85
 NT0238'MI) TO A POWERLINE ACROSS THE HIGHWAY.  CONTINUE AHEAD FOR 1.13 KM
 NT0238'(0.70 MI) TO A PAVED ROAD FORKING RIGHT.  CONTINUE AHEAD FOR 1.42 KM
 NT0238'(0.90 MI) TO A DRIVEWAY RIGHT LEADING TO A FARM HOUSE.  CONTINUE AHEAD
 NT0238'FOR 202 M (662.7 FT) TO ROAD CREST AND MARK ON THE RIGHT.  MARK IS A
 NT0238'STATE PUBLIC WORKS DISK SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST
 NT0238'PROJECTING 2 CM.  IT IS 12.0 M (39.4 FT) NORTHEAST OF AND 1.5 M (4.9
 NT0238'FT) LOWER THAN THE HIGHWAY CENTER 0.4 M (1.3 FT) NORTHWEST OF A
 NT0238'FIBERGLASS WITNESS POST AND 0.4 M (1.3 FT) SOUTHEAST OF THE SOUTHEAST
 NT0238'ONE OF TWO BRACED FENCE POSTS.  DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0237 ***********************************************************************
 NT0237  DESIGNATION -  125
 NT0237  PID         -  NT0237
 NT0237  STATE/COUNTY-  ID/BEAR LAKE
 NT0237  USGS QUAD   -  OVID (1967)
 NT0237
 NT0237                         *CURRENT SURVEY CONTROL
 NT0237  ___________________________________________________________________
 NT0237* NAD 83(1999)-  42 21 34.97349(N)    111 29 45.63928(W)     ADJUSTED  
 NT0237* NAVD 88     -      1951.798  (meters)    6403.52   (feet)  ADJUSTED  
 NT0237  ___________________________________________________________________
 NT0237  X           -  -1,730,167.401 (meters)                     COMP
 NT0237  Y           -  -4,393,182.775 (meters)                     COMP
 NT0237  Z           -   4,276,519.216 (meters)                     COMP
 NT0237  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 NT0237  ELLIP HEIGHT-        1938.95  (meters)          (07/10/02) GPS OBS
 NT0237  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 NT0237  DYNAMIC HT  -        1950.311 (meters)    6398.65  (feet)  COMP
 NT0237  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 NT0237
 NT0237  HORZ ORDER  -  FIRST
 NT0237  VERT ORDER  -  SECOND    CLASS 0
 NT0237  ELLP ORDER  -  FIFTH     CLASS I
 NT0237
 NT0237.The horizontal coordinates were established by GPS observations
 NT0237.and adjusted by the National Geodetic Survey in July 2002..
 NT0237.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NT0237.DATUM ITEM on the data sheet items page.
 NT0237
 NT0237.The orthometric height was determined by differential leveling
 NT0237.and adjusted by the National Geodetic Survey in June 1991..
 NT0237
 NT0237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NT0237
 NT0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0237
 NT0237.The ellipsoidal height was determined by GPS observations
 NT0237.and is referenced to NAD 83.
 NT0237
 NT0237.The geoid height was determined by GEOID03.
 NT0237
 NT0237.The dynamic height is computed by dividing the NAVD 88
 NT0237.geopotential number by the normal gravity value computed on the
 NT0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0237.degrees latitude (g = 980.6199 gals.).
 NT0237
 NT0237.The modeled gravity was interpolated from observed gravity values.
 NT0237
 NT0237;                    North         East     Units Scale Factor Converg.
 NT0237;SPC ID E     -    77,193.132   255,247.516   MT  0.99998491   +0 27 06.8
 NT0237;UTM  12      - 4,689,835.339   459,153.673   MT  0.99962053   -0 20 03.1
 NT0237
 NT0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0237!SPC ID E     -   0.99969600  x   0.99998491  =   0.99968091
 NT0237!UTM  12      -   0.99969600  x   0.99962053  =   0.99931664
 NT0237
 NT0237                          SUPERSEDED SURVEY CONTROL
 NT0237
 NT0237  NAD 83(1992)-  42 21 34.97372(N)    111 29 45.63777(W) AD(       ) 1
 NT0237  ELLIP H (07/28/92) 1939.01   (m)                       GP(       ) 5 1
 NT0237  NAD 83(1992)-  42 21 34.96721(N)    111 29 45.62323(W) AD(       ) 1
 NT0237  NGVD 29 (??/??/92) 1950.571  (m)         6399.50   (f) ADJ UNCH    2 0
 NT0237
 NT0237.Superseded values are not recommended for survey control.
 NT0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0237.See file dsdata.txt to determine how the superseded data were derived.
 NT0237
 NT0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM5915489835(NAD 83)
 NT0237_MARKER: DD = SURVEY DISK
 NT0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0237_SP_SET: SQUARE CONCRETE MONUMENT
 NT0237_STAMPING: 125
 NT0237_MARK LOGO: IDPWD 
 NT0237_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0237+STABILITY: SURFACE MOTION
 NT0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0237+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1990
 NT0237
 NT0237  HISTORY     - Date     Condition        Report By
 NT0237  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0237  HISTORY     - 1951     GOOD             NGS
 NT0237  HISTORY     - 19900601 GOOD             NGS
 NT0237
 NT0237                          STATION DESCRIPTION
 NT0237
 NT0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0237'7.5 MI NW FROM OVID.
 NT0237'7.5 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0237'AT THE Y JUNCTION OF A DIRT ROAD LEADING SOUTHEAST AT A FENCE, 56 FEET
 NT0237'EAST OF A T IN A FENCE LINE, 40 FEET NORTH OF THE CENTER LINE OF THE
 NT0237'ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 NT0237'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NT0237
 NT0237                          STATION RECOVERY (1990)
 NT0237
 NT0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NT0237'MARK IS LOCATED ABOUT 11.5 KM (7.15 MI) NORTHWEST OF OVID, 1 KM
 NT0237'(0.62 MI) SOUTHEAST OF THE CACHE NATIONAL FOREST BOUNDARY, ALONG
 NT0237'STATE HIGHWAY 36, ON THE RIGHT-OF-WAY OF A LONG STRAIGHT SECTION,
 NT0237'UNDER THE RIGHT-OF-WAY FENCE ALONG A PASTURE, IN SOUTH CENTRAL
 NT0237'SECTION 24, T 12 S, R 42 E.  OWNERSHIP--STATE TRANSPORTATION
 NT0237'DEPARTMENT.
 NT0237'TO REACH FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT
 NT0237'THE OLD OVID SCHOOL IN OVID, GO WEST ON HIGHWAY 36 FOR 6.0 KM
 NT0237'(3.73 MI) TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD
 NT0237'FOR 2.96 KM (1.84 MI) TO A POWERLINE ACROSS THE HIGHWAY.  CONTINUE
 NT0237'AHEAD FOR 3.31 KM (2.06 MI) TO A DIRT ROAD LEFT LEADING TO POLE
 NT0237'CANYON AND THE MARK ON THE RIGHT.
 NT0237'MARK IS A STATE PUBLIC WORKS DISK SET IN THE TOP OF A 15-CM SQUARE
 NT0237'CONCRETE POST PROJECTING 5 CM.  IT IS 11.8 M (38.71 FT) NORTHEAST OF,
 NT0237'AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER, 0.6 M (1.97 FT) NORTHWEST
 NT0237'OF A FIBERGLASS WITNESS POST, AND 17.1 M (56.10 FT) SOUTHEAST OF AN
 NT0237'ANGLED T-FENCE CORNER.
 NT0237'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0236 ***********************************************************************
 NT0236  DESIGNATION -  126
 NT0236  PID         -  NT0236
 NT0236  STATE/COUNTY-  ID/BEAR LAKE
 NT0236  USGS QUAD   -  OVID (1967)
 NT0236
 NT0236                         *CURRENT SURVEY CONTROL
 NT0236  ___________________________________________________________________
 NT0236* NAD 83(1986)-  42 21 34.     (N)    111 29 50.     (W)     SCALED    
 NT0236* NAVD 88     -      1952.438  (meters)    6405.62   (feet)  ADJUSTED  
 NT0236  ___________________________________________________________________
 NT0236  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 NT0236  DYNAMIC HT  -        1950.951 (meters)    6400.75  (feet)  COMP
 NT0236  MODELED GRAV-     979,790.3   (mgal)                       NAVD 88
 NT0236
 NT0236  VERT ORDER  -  SECOND    CLASS 0
 NT0236
 NT0236.The horizontal coordinates were scaled from a topographic map and have
 NT0236.an estimated accuracy of +/- 6 seconds.
 NT0236
 NT0236.The orthometric height was determined by differential leveling
 NT0236.and adjusted by the National Geodetic Survey in June 1991..
 NT0236
 NT0236.The geoid height was determined by GEOID03.
 NT0236
 NT0236.The dynamic height is computed by dividing the NAVD 88
 NT0236.geopotential number by the normal gravity value computed on the
 NT0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0236.degrees latitude (g = 980.6199 gals.).
 NT0236
 NT0236.The modeled gravity was interpolated from observed gravity values.
 NT0236
 NT0236;                    North         East    Units  Estimated Accuracy
 NT0236;SPC ID E     -    77,160.      255,150.      MT  (+/- 180 meters Scaled)
 NT0236
 NT0236                          SUPERSEDED SURVEY CONTROL
 NT0236
 NT0236  NGVD 29 (??/??/92) 1951.211  (m)         6401.60   (f) ADJ UNCH    2 0
 NT0236
 NT0236.Superseded values are not recommended for survey control.
 NT0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0236.See file dsdata.txt to determine how the superseded data were derived.
 NT0236
 NT0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM590898(NAD 83)
 NT0236_MARKER: DD = SURVEY DISK
 NT0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0236_STAMPING: 126
 NT0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0236+STABILITY: SURFACE MOTION
 NT0236
 NT0236  HISTORY     - Date     Condition        Report By
 NT0236  HISTORY     - 1990     MONUMENTED       IDPWD
 NT0236  HISTORY     - 1951     GOOD             NGS
 NT0236  HISTORY     - 19900601 MARK NOT FOUND   NGS
 NT0236
 NT0236                          STATION DESCRIPTION
 NT0236
 NT0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0236'7.5 MI NW FROM OVID.
 NT0236'7.5 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0236'AT A Y JUNCTION OF A DIRT ROAD LEADING SOUTHEAST AT A FENCE CORNER, 80
 NT0236'FEET SOUTH OF BM 125 (IDPW), 40 FEET SOUTH OF THE CENTER LINE OF THE
 NT0236'ROAD, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, AND ABOUT
 NT0236'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NT0236'0.4 FOOT ABOVE THE GROUND.
 NT0236
 NT0236                          STATION RECOVERY (1990)
 NT0236
 NT0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0236'REMAINS OF A CONCRETE POST WITH APPARENT SHANK WAS FOUND LYING ON TOP
 NT0236'OF GROUND IN GRADED AREA AT SITE.  DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0769 ***********************************************************************
 PZ0769  DESIGNATION -  12655 VA
 PZ0769  PID         -  PZ0769
 PZ0769  STATE/COUNTY-  ID/CUSTER
 PZ0769  USGS QUAD   -  BORAH PEAK (1967)
 PZ0769
 PZ0769                         *CURRENT SURVEY CONTROL
 PZ0769  ___________________________________________________________________
 PZ0769* NAD 83(1992)-  44 08 14.59234(N)    113 46 51.90540(W)     ADJUSTED  
 PZ0769* NAVD 88     -      3861.     (meters)   12667.     (feet)  SCALED    
 PZ0769  ___________________________________________________________________
 PZ0769  LAPLACE CORR-           8.67  (seconds)                    DEFLEC99
 PZ0769  GEOID HEIGHT-         -11.20  (meters)                     GEOID03
 PZ0769
 PZ0769  HORZ ORDER  -  SECOND
 PZ0769
 PZ0769.The horizontal coordinates were established by classical geodetic methods
 PZ0769.and adjusted by the National Geodetic Survey in July 1992..
 PZ0769
 PZ0769.The orthometric height was scaled from a topographic map.
 PZ0769
 PZ0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0769
 PZ0769.The geoid height was determined by GEOID03.
 PZ0769
 PZ0769;                    North         East     Units Scale Factor Converg.
 PZ0769;SPC ID C     -   274,483.233   517,516.864   MT  0.99995114   +0 09 08.8
 PZ0769;UTM  12      - 4,890,893.519   277,541.398   MT  1.00020868   -1 56 15.0
 PZ0769
 PZ0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0769!SPC ID C     -   0.99939675  x   0.99995114  =   0.99934792
 PZ0769!UTM  12      -   0.99939675  x   1.00020868  =   0.99960531
 PZ0769
 PZ0769                          SUPERSEDED SURVEY CONTROL
 PZ0769
 PZ0769  NAD 83(1986)-  44 08 14.59037(N)    113 46 51.89798(W) AD(       ) 2
 PZ0769  NAD 27      -  44 08 14.89129(N)    113 46 48.79493(W) AD(       ) 2
 PZ0769
 PZ0769.Superseded values are not recommended for survey control.
 PZ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0769.See file dsdata.txt to determine how the superseded data were derived.
 PZ0769
 PZ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP7754190894(NAD 83)
 PZ0769_MARKER: DD = SURVEY DISK
 PZ0769_SETTING: 80 = SET IN A BOULDER
 PZ0769_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PZ0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0769+STABILITY: SURFACE MOTION
 PZ0769
 PZ0769  HISTORY     - Date     Condition        Report By
 PZ0769  HISTORY     - 1965     MONUMENTED       USGS
 PZ0769
 PZ0769                          STATION DESCRIPTION
 PZ0769
 PZ0769'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 PZ0769'TO REACH THE STATION FROM THE POST OFFICE IN MACKAY, GO WEST
 PZ0769'ON MAIN STREET FOR 1/2 BLOCK TO U.S. HIGHWAY ALTERNATE 93.  TURN
 PZ0769'RIGHT AND GO NORTHWEST ON U.S. HIGHWAY ALTERNATE 93 FOR 20.8
 PZ0769'MILES TO A SIDE ROAD RIGHT AT SIGN ACCESS TO MT. BORAH.  TURN
 PZ0769'RIGHT AND GO EAST ON A TRACK ROAD FOR 0.25 MILE TO A WIRE GATE,
 PZ0769'PASS THROUGH THE GATE AND CONTINUE EASTERLY ON THE TRACK ROAD
 PZ0769'FOR 2.55 MILES TO END OF TRUCK TRAVEL.  FROM HERE FLY EAST ON A
 PZ0769'TRUE CORSE OF 087 DEGREES FOR ABOUT 2 MILES TO THE HIGHEST
 PZ0769'POINT OF THE MOUNTAIN RANGE AND THE STATION.
 PZ0769'
 PZ0769'USGS BM IS STAMPED ELEVATION 12655 FT. VA, CEMENTED IN A DRILL
 PZ0769'HOLE IN A BOULDER WHICH PROJECTS 1 INCH AND IT IS ABOUT THE SAME
 PZ0769'ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0338 ***********************************************************************
 NT0338  DESIGNATION -  127
 NT0338  PID         -  NT0338
 NT0338  STATE/COUNTY-  ID/BEAR LAKE
 NT0338  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0338
 NT0338                         *CURRENT SURVEY CONTROL
 NT0338  ___________________________________________________________________
 NT0338* NAD 83(1986)-  42 21 58.     (N)    111 30 21.     (W)     SCALED    
 NT0338* NAVD 88     -      1979.983  (meters)    6495.99   (feet)  ADJUSTED  
 NT0338  ___________________________________________________________________
 NT0338  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NT0338  DYNAMIC HT  -        1978.470 (meters)    6491.03  (feet)  COMP
 NT0338  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 NT0338
 NT0338  VERT ORDER  -  SECOND    CLASS 0
 NT0338
 NT0338.The horizontal coordinates were scaled from a topographic map and have
 NT0338.an estimated accuracy of +/- 6 seconds.
 NT0338
 NT0338.The orthometric height was determined by differential leveling
 NT0338.and adjusted by the National Geodetic Survey in June 1991..
 NT0338
 NT0338.The geoid height was determined by GEOID03.
 NT0338
 NT0338.The dynamic height is computed by dividing the NAVD 88
 NT0338.geopotential number by the normal gravity value computed on the
 NT0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0338.degrees latitude (g = 980.6199 gals.).
 NT0338
 NT0338.The modeled gravity was interpolated from observed gravity values.
 NT0338
 NT0338;                    North         East    Units  Estimated Accuracy
 NT0338;SPC ID E     -    77,900.      254,430.      MT  (+/- 180 meters Scaled)
 NT0338
 NT0338                          SUPERSEDED SURVEY CONTROL
 NT0338
 NT0338  NGVD 29 (??/??/92) 1978.753  (m)         6491.96   (f) ADJ UNCH    2 0
 NT0338
 NT0338.Superseded values are not recommended for survey control.
 NT0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0338.See file dsdata.txt to determine how the superseded data were derived.
 NT0338
 NT0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM583905(NAD 83)
 NT0338_MARKER: DD = SURVEY DISK
 NT0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0338_STAMPING: 127
 NT0338_MARK LOGO: BPR   
 NT0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0338+STABILITY: SURFACE MOTION
 NT0338
 NT0338  HISTORY     - Date     Condition        Report By
 NT0338  HISTORY     - 1951     MONUMENTED       BPR
 NT0338  HISTORY     - 1951     GOOD             NGS
 NT0338  HISTORY     - 19900601 GOOD             NGS
 NT0338
 NT0338                          STATION DESCRIPTION
 NT0338
 NT0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0338'8.0 MI NW FROM OVID.
 NT0338'8 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL, AT
 NT0338'THE ENTRANCE TO CACHE NATIONAL FOREST, 80 FEET NORTH OF BM 128 (IDPW),
 NT0338'49 FEET NORTH OF THE CENTER LINE OF THE ROAD, 11.3 FEET NORTHEAST OF
 NT0338'THE NORTH SIDE OF A LARGE SIGN CACHE NATIONAL FOREST, 4 1/2 FEET NORTH
 NT0338'OF A FENCE CORNER, AND ABOUT 5 FEET HIGHER THAN THE ROAD, AND SET IN
 NT0338'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 NT0338
 NT0338                          STATION RECOVERY (1990)
 NT0338
 NT0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0338'MARK IS LOCATED ABOUT 12.3 KM (7.65 MI) NORTHWEST OF OVID AT THE THE
 NT0338'CACHE NATIONAL FOREST BOUNDARY ALONG STATE HIGHWAY 36 ON THE RIGHT OF
 NT0338'WAY IN A ROCK STREWN AREA ADJACENT TO THE LARGE NATIONAL FOREST SIGN
 NT0338'ON THE BORDER OF SECTIONS 23 AND 24 T 12 S R 42 E. OWNERSHIP  STATE
 NT0338'TRANSPORTATION DEPARTMENT.  TO REACH FROM THE JUNCTION OF US HIGHWAY
 NT0338'89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID GO WEST ON
 NT0338'HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE RIGHT IN
 NT0338'LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO FOREST BOUNDARY SIGN
 NT0338'AND THE STATION ON THE RIGHT.  MARK IS A STATE PUBLIC WORKS DISK SET
 NT0338'IN THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING 35 CM.  IT IS
 NT0338'12.5 M (41.0 FT) SOUTHWEST OF AND 1.3 M (4.3 FT) HIGHER THAN THE
 NT0338'HIGHWAY CENTER 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS WITNESS POST
 NT0338'JAMMED BETWEEN BOULDERS AND 6.9 M (22.6 FT) EAST OF THE NORTHEAST
 NT0338'CORNER OF THE STONE BASE OF THE BOUNDARY SIGN. NOTE CROSS IS
 NT0338'OFFCENTER.  DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0195 ***********************************************************************
 RA0195  DESIGNATION -  12.75
 RA0195  PID         -  RA0195
 RA0195  STATE/COUNTY-  ID/IDAHO
 RA0195  USGS QUAD   -  INDIAN MOUNTAIN (1963)
 RA0195
 RA0195                         *CURRENT SURVEY CONTROL
 RA0195  ___________________________________________________________________
 RA0195* NAD 83(1986)-  45 08 53.     (N)    116 17 28.     (W)     SCALED    
 RA0195* NAVD 88     -      1054.598  (meters)    3459.96   (feet)  ADJUSTED  
 RA0195  ___________________________________________________________________
 RA0195  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 RA0195  DYNAMIC HT  -        1054.222 (meters)    3458.73  (feet)  COMP
 RA0195  MODELED GRAV-     980,225.8   (mgal)                       NAVD 88
 RA0195
 RA0195  VERT ORDER  -  FIRST     CLASS II
 RA0195
 RA0195.The horizontal coordinates were scaled from a topographic map and have
 RA0195.an estimated accuracy of +/- 6 seconds.
 RA0195
 RA0195.The orthometric height was determined by differential leveling
 RA0195.and adjusted by the National Geodetic Survey in June 1991..
 RA0195
 RA0195.The geoid height was determined by GEOID03.
 RA0195
 RA0195.The dynamic height is computed by dividing the NAVD 88
 RA0195.geopotential number by the normal gravity value computed on the
 RA0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0195.degrees latitude (g = 980.6199 gals.).
 RA0195
 RA0195.The modeled gravity was interpolated from observed gravity values.
 RA0195
 RA0195;                    North         East    Units  Estimated Accuracy
 RA0195;SPC ID W     -   386,900.      757,450.      MT  (+/- 180 meters Scaled)
 RA0195
 RA0195                          SUPERSEDED SURVEY CONTROL
 RA0195
 RA0195  NGVD 29 (??/??/92) 1053.464  (m)         3456.24   (f) ADJ UNCH    1 2
 RA0195
 RA0195.Superseded values are not recommended for survey control.
 RA0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0195.See file dsdata.txt to determine how the superseded data were derived.
 RA0195
 RA0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK557996(NAD 83)
 RA0195_MARKER: Z = SEE DESCRIPTION
 RA0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0195_SP_SET: CURB
 RA0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0195
 RA0195  HISTORY     - Date     Condition        Report By
 RA0195  HISTORY     - UNK      MONUMENTED       IDDH
 RA0195  HISTORY     - 1966     MARK NOT FOUND   NGS
 RA0195  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0195
 RA0195                          STATION DESCRIPTION
 RA0195
 RA0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RA0195'13.2 MI N FROM NEW MEADOWS.
 RA0195'IN IDAHO COUNTY, 13.2 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE
 RA0195'BEAUMONT SCHOOL AT NEW MEADOWS, ADAMS COUNTY, 0.4 MILE SOUTHEAST OF
 RA0195'THE ALKINS FARMHOUSE, AT THE CONCRETE BRIDGE OVER LITTLE SALMON RIVER,
 RA0195'ON THE TOP OF THE CONCRETE CURB OF THE SOUTHWEST GUARDRAIL, 0.4 FOOT
 RA0195'EAST OF THE WEST END, 0.2 FOOT SOUTH OF THE NORTH EDGE AND 14 FEET
 RA0195'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A PAINTED CROSS. NOTE--
 RA0195'THE PAINT HAS WEATHERED AWAY AND POINT IS NOT DEFINATE.
 RA0195
 RA0195                          STATION RECOVERY (1982)
 RA0195
 RA0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0195'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0337 ***********************************************************************
 NT0337  DESIGNATION -  128
 NT0337  PID         -  NT0337
 NT0337  STATE/COUNTY-  ID/BEAR LAKE
 NT0337  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0337
 NT0337                         *CURRENT SURVEY CONTROL
 NT0337  ___________________________________________________________________
 NT0337* NAD 83(1986)-  42 21 57.     (N)    111 30 21.     (W)     SCALED    
 NT0337* NAVD 88     -      1978.124  (meters)    6489.90   (feet)  ADJUSTED  
 NT0337  ___________________________________________________________________
 NT0337  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NT0337  DYNAMIC HT  -        1976.612 (meters)    6484.93  (feet)  COMP
 NT0337  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 NT0337
 NT0337  VERT ORDER  -  SECOND    CLASS 0
 NT0337
 NT0337.The horizontal coordinates were scaled from a topographic map and have
 NT0337.an estimated accuracy of +/- 6 seconds.
 NT0337
 NT0337.The orthometric height was determined by differential leveling
 NT0337.and adjusted by the National Geodetic Survey in June 1991..
 NT0337
 NT0337.The geoid height was determined by GEOID03.
 NT0337
 NT0337.The dynamic height is computed by dividing the NAVD 88
 NT0337.geopotential number by the normal gravity value computed on the
 NT0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0337.degrees latitude (g = 980.6199 gals.).
 NT0337
 NT0337.The modeled gravity was interpolated from observed gravity values.
 NT0337
 NT0337;                    North         East    Units  Estimated Accuracy
 NT0337;SPC ID E     -    77,870.      254,430.      MT  (+/- 180 meters Scaled)
 NT0337
 NT0337                          SUPERSEDED SURVEY CONTROL
 NT0337
 NT0337  NGVD 29 (??/??/92) 1976.895  (m)         6485.86   (f) ADJ UNCH    2 0
 NT0337
 NT0337.Superseded values are not recommended for survey control.
 NT0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0337.See file dsdata.txt to determine how the superseded data were derived.
 NT0337
 NT0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM583905(NAD 83)
 NT0337_MARKER: DD = SURVEY DISK
 NT0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0337_STAMPING: 128
 NT0337_MARK LOGO: BPR   
 NT0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0337+STABILITY: SURFACE MOTION
 NT0337
 NT0337  HISTORY     - Date     Condition        Report By
 NT0337  HISTORY     - 1951     MONUMENTED       BPR
 NT0337  HISTORY     - 1951     GOOD             NGS
 NT0337  HISTORY     - 19900601 GOOD             NGS
 NT0337
 NT0337                          STATION DESCRIPTION
 NT0337
 NT0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0337'8.0 MI NW FROM OVID.
 NT0337'8 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL, AT
 NT0337'THE ENTRANCE TO THE CACHE NATIONAL FOREST, AT A FENCE CORNER, 40 FEET
 NT0337'SOUTH OF THE CENTER LINE OF THE ROAD, 19.1 FEET SOUTH OF THE SOUTH END
 NT0337'OF AN 18 INCH CORRUGATED METAL PIPE CULVERT, AND ABOUT LEVEL WITH THE
 NT0337'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NT0337'THE GROUND.
 NT0337
 NT0337                          STATION RECOVERY (1990)
 NT0337
 NT0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0337'MARK IS LOCATED ABOUT 12.3 KM (7.65 MI) NORTHWEST OF OVID AT THE THE
 NT0337'CACHE NATIONAL FOREST BOUNDARY ALONG STATE HIGHWAY 36 ON THE RIGHT OF
 NT0337'WAY IN A ROCK STREWN AREA ADJACENT TO THE LARGE NATIONAL FOREST SIGN
 NT0337'ON THE BORDER OF SECTIONS 23 AND 24 T 12 S R 42 E. OWNERSHIP  STATE
 NT0337'TRANSPORTATION DEPARTMENT.  TO REACH FROM THE JUNCTION OF US HIGHWAY
 NT0337'89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID GO WEST ON
 NT0337'HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE RIGHT IN
 NT0337'LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO FOREST BOUNDARY SIGN
 NT0337'AND THE STATION ON THE LEFT.  MARK IS A STATE PUBLIC WORKS DISK SET IN
 NT0337'THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING 12 CM.  IT IS 11.9
 NT0337'M (39.0 FT) SOUTH OF AND 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY CENTER
 NT0337'1.4 M (4.6 FT) SOUTH OF A FIBERGLASS WITNESS POST 1.2 M (3.9 FT) SOUTH
 NT0337'OF A TRIANGULAR SHAPED CONCRETE POST 1 M (3.3 FT) HIGH AND 21.9 M
 NT0337'(71.9 FT) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE STONE BASE OF
 NT0337'THE BOUNDARY SIGN.  NOTE CROSS IS OFFCENTER.  DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0240 ***********************************************************************
 OZ0240  DESIGNATION -  13
 OZ0240  PID         -  OZ0240
 OZ0240  STATE/COUNTY-  ID/CAMAS
 OZ0240  USGS QUAD   -  FAIRFIELD (1986)
 OZ0240
 OZ0240                         *CURRENT SURVEY CONTROL
 OZ0240  ___________________________________________________________________
 OZ0240* NAD 83(1986)-  43 20 31.     (N)    114 46 20.     (W)     SCALED    
 OZ0240* NAVD 88     -      1542.225  (meters)    5059.78   (feet)  ADJUSTED  
 OZ0240  ___________________________________________________________________
 OZ0240  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 OZ0240  DYNAMIC HT  -        1541.334 (meters)    5056.86  (feet)  COMP
 OZ0240  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 OZ0240
 OZ0240  VERT ORDER  -  SECOND    CLASS 0
 OZ0240
 OZ0240.The horizontal coordinates were scaled from a topographic map and have
 OZ0240.an estimated accuracy of +/- 6 seconds.
 OZ0240
 OZ0240.The orthometric height was determined by differential leveling
 OZ0240.and adjusted by the National Geodetic Survey in June 1991..
 OZ0240
 OZ0240.The geoid height was determined by GEOID03.
 OZ0240
 OZ0240.The dynamic height is computed by dividing the NAVD 88
 OZ0240.geopotential number by the normal gravity value computed on the
 OZ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0240.degrees latitude (g = 980.6199 gals.).
 OZ0240
 OZ0240.The modeled gravity was interpolated from observed gravity values.
 OZ0240
 OZ0240;                    North         East    Units  Estimated Accuracy
 OZ0240;SPC ID C     -   186,380.      437,390.      MT  (+/- 180 meters Scaled)
 OZ0240
 OZ0240                          SUPERSEDED SURVEY CONTROL
 OZ0240
 OZ0240  NGVD 29 (??/??/92) 1541.144  (m)         5056.24   (f) ADJ UNCH    2 0
 OZ0240
 OZ0240.Superseded values are not recommended for survey control.
 OZ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0240.See file dsdata.txt to determine how the superseded data were derived.
 OZ0240
 OZ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ805011(NAD 83)
 OZ0240_MARKER: DD = SURVEY DISK
 OZ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0240+STABILITY: SURFACE MOTION
 OZ0240
 OZ0240  HISTORY     - Date     Condition        Report By
 OZ0240  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0240  HISTORY     - 1950     GOOD             NGS
 OZ0240
 OZ0240                          STATION DESCRIPTION
 OZ0240
 OZ0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0240'1.3 MI E FROM FAIRFIELD.
 OZ0240'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0240'THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 68, AT THE INTERSECTION OF A
 OZ0240'NORTH-SOUTH GRAVEL ROAD, 43 FEET SOUTH OF THE CENTER LINE OF THE
 OZ0240'HIGHWAY, 26 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 14.6 FEET
 OZ0240'SOUTHEAST OF THE CENTER OF THE EAST END OF AN 18-INCH CORRUGATED METAL
 OZ0240'PIPE CULVERT, 5.4 FEET EAST OF A TELEPHONE POLE, 2.6 FEET EAST OF A
 OZ0240'FENCE CORNER POST, 2.3 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 OZ0240'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 OZ0240'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0469 ***********************************************************************
 SV0469  DESIGNATION -  13
 SV0469  PID         -  SV0469
 SV0469  STATE/COUNTY-  ID/KOOTENAI
 SV0469  USGS QUAD   -  LANE (1981)
 SV0469
 SV0469                         *CURRENT SURVEY CONTROL
 SV0469  ___________________________________________________________________
 SV0469* NAD 83(1986)-  47 36 22.     (N)    116 30 32.     (W)     SCALED    
 SV0469* NAVD 88     -       812.328  (meters)    2665.11   (feet)  ADJUSTED  
 SV0469  ___________________________________________________________________
 SV0469  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 SV0469  DYNAMIC HT  -         812.340 (meters)    2665.15  (feet)  COMP
 SV0469  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 SV0469
 SV0469  VERT ORDER  -  SECOND    CLASS 0
 SV0469
 SV0469.The horizontal coordinates were scaled from a topographic map and have
 SV0469.an estimated accuracy of +/- 6 seconds.
 SV0469
 SV0469.The orthometric height was determined by differential leveling
 SV0469.and adjusted by the National Geodetic Survey in June 1991..
 SV0469
 SV0469.The geoid height was determined by GEOID03.
 SV0469
 SV0469.The dynamic height is computed by dividing the NAVD 88
 SV0469.geopotential number by the normal gravity value computed on the
 SV0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0469.degrees latitude (g = 980.6199 gals.).
 SV0469
 SV0469.The modeled gravity was interpolated from observed gravity values.
 SV0469
 SV0469;                    North         East    Units  Estimated Accuracy
 SV0469;SPC ID W     -   660,250.      742,940.      MT  (+/- 180 meters Scaled)
 SV0469
 SV0469                          SUPERSEDED SURVEY CONTROL
 SV0469
 SV0469  NGVD 29 (??/??/92)  811.207  (m)         2661.43   (f) ADJ UNCH    2 0
 SV0469
 SV0469.Superseded values are not recommended for survey control.
 SV0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0469.See file dsdata.txt to determine how the superseded data were derived.
 SV0469
 SV0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN369726(NAD 83)
 SV0469_MARKER: DD = SURVEY DISK
 SV0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0469_SP_SET: CULVERT
 SV0469_STAMPING: BM 13 2663.13
 SV0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0469
 SV0469  HISTORY     - Date     Condition        Report By
 SV0469  HISTORY     - UNK      MONUMENTED       BPR
 SV0469  HISTORY     - 1957     MARK NOT FOUND   USGS
 SV0469
 SV0469                          STATION DESCRIPTION
 SV0469
 SV0469'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SV0469'11.9 MI NW FROM CATALDO.
 SV0469'11.9 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON-WASHINGTON
 SV0469'RAILROAD AND NAVIGATION COMPANY STATION AT CATALDO, KOOTENAI COUNTY,
 SV0469'AT THE EAST END AND ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 18 FEET
 SV0469'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT OVER
 SV0469'FOURTH OF JULY CANYON CREEK, AND IN THE CENTER OF THE TOP OF THE SOUTH
 SV0469'HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 SV0469'STAMPED BM 13 2663.13.  NOTE-- ROAD CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0361 ***********************************************************************
 NT0361  DESIGNATION -  13
 NT0361  PID         -  NT0361
 NT0361  STATE/COUNTY-  ID/FRANKLIN
 NT0361  USGS QUAD   -  FRANKLIN (1969)
 NT0361
 NT0361                         *CURRENT SURVEY CONTROL
 NT0361  ___________________________________________________________________
 NT0361* NAD 83(1986)-  42 01 14.     (N)    111 48 19.     (W)     SCALED    
 NT0361* NAVD 88     -      1367.543  (meters)    4486.68   (feet)  ADJUSTED  
 NT0361  ___________________________________________________________________
 NT0361  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NT0361  DYNAMIC HT  -        1366.606 (meters)    4483.61  (feet)  COMP
 NT0361  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 NT0361
 NT0361  VERT ORDER  -  SECOND    CLASS 0
 NT0361
 NT0361.The horizontal coordinates were scaled from a topographic map and have
 NT0361.an estimated accuracy of +/- 6 seconds.
 NT0361
 NT0361.The orthometric height was determined by differential leveling
 NT0361.and adjusted by the National Geodetic Survey in June 1991..
 NT0361
 NT0361.The geoid height was determined by GEOID03.
 NT0361
 NT0361.The dynamic height is computed by dividing the NAVD 88
 NT0361.geopotential number by the normal gravity value computed on the
 NT0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0361.degrees latitude (g = 980.6199 gals.).
 NT0361
 NT0361.The modeled gravity was interpolated from observed gravity values.
 NT0361
 NT0361;                    North         East    Units  Estimated Accuracy
 NT0361;SPC ID E     -    39,370.      229,930.      MT  (+/- 180 meters Scaled)
 NT0361
 NT0361                          SUPERSEDED SURVEY CONTROL
 NT0361
 NT0361  NGVD 29 (??/??/92) 1366.54   (m)         4483.4    (f) COMPUTED    2 0
 NT0361
 NT0361.Superseded values are not recommended for survey control.
 NT0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0361.See file dsdata.txt to determine how the superseded data were derived.
 NT0361
 NT0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM333523(NAD 83)
 NT0361_MARKER: DD = SURVEY DISK
 NT0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0361_STAMPING: 13
 NT0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0361+STABILITY: SURFACE MOTION
 NT0361
 NT0361  HISTORY     - Date     Condition        Report By
 NT0361  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0361  HISTORY     - 1951     GOOD             NGS
 NT0361  HISTORY     - 1969     MARK NOT FOUND   USGS
 NT0361
 NT0361                          STATION DESCRIPTION
 NT0361
 NT0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0361'0.3 MI NW FROM FRANKLIN.
 NT0361'0.3 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 NT0361'FRANKLIN, 56.5 FEET NORTHWEST OF THE WEST END OF A STEEL GUARD RAIL,
 NT0361'50 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTHEAST
 NT0361'OF A POWER LINE POLE WITH A GUY WIRE, DIRECTLY UNDER A FENCE, ABOUT 4
 NT0361'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 NT0361'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NT0361
 NT0361                          STATION RECOVERY (1969)
 NT0361
 NT0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0444 ***********************************************************************
 SU0444  DESIGNATION -  13
 SU0444  PID         -  SU0444
 SU0444  STATE/COUNTY-  ID/SHOSHONE
 SU0444  USGS QUAD   -  MASTODON MOUNTAIN (1995)
 SU0444
 SU0444                         *CURRENT SURVEY CONTROL
 SU0444  ___________________________________________________________________
 SU0444* NAD 83(1986)-  47 15 22.     (N)    115 54 02.     (W)     SCALED    
 SU0444* NAVD 88     -       737.356  (meters)    2419.14   (feet)  ADJUSTED  
 SU0444  ___________________________________________________________________
 SU0444  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 SU0444  DYNAMIC HT  -         737.314 (meters)    2419.00  (feet)  COMP
 SU0444  MODELED GRAV-     980,532.8   (mgal)                       NAVD 88
 SU0444
 SU0444  VERT ORDER  -  SECOND    CLASS 0
 SU0444
 SU0444.The horizontal coordinates were scaled from a topographic map and have
 SU0444.an estimated accuracy of +/- 6 seconds.
 SU0444
 SU0444.The orthometric height was determined by differential leveling
 SU0444.and adjusted by the National Geodetic Survey in June 1991..
 SU0444
 SU0444.The geoid height was determined by GEOID03.
 SU0444
 SU0444.The dynamic height is computed by dividing the NAVD 88
 SU0444.geopotential number by the normal gravity value computed on the
 SU0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0444.degrees latitude (g = 980.6199 gals.).
 SU0444
 SU0444.The modeled gravity was interpolated from observed gravity values.
 SU0444
 SU0444;                    North         East    Units  Estimated Accuracy
 SU0444;SPC ID W     -   621,080.      788,610.      MT  (+/- 180 meters Scaled)
 SU0444
 SU0444                          SUPERSEDED SURVEY CONTROL
 SU0444
 SU0444  NGVD 29 (??/??/92)  736.216  (m)         2415.40   (f) ADJ UNCH    2 0
 SU0444
 SU0444.Superseded values are not recommended for survey control.
 SU0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0444.See file dsdata.txt to determine how the superseded data were derived.
 SU0444
 SU0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN831342(NAD 83)
 SU0444_MARKER: P = PIPE CAP
 SU0444_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0444_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0444_STAMPING: 13 2418 FT 1911
 SU0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0444
 SU0444  HISTORY     - Date     Condition        Report By
 SU0444  HISTORY     - 1911     MONUMENTED       USGS
 SU0444  HISTORY     - 1935     GOOD             NGS
 SU0444  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0444
 SU0444                          STATION DESCRIPTION
 SU0444
 SU0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SU0444'5.1 MI W FROM AVERY.
 SU0444'5.1 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SU0444'RAILROAD FROM THE STATION AT AVERY, SHOSHONE COUNTY, 0.1 MILE WEST OF
 SU0444'MILEPOST 1778, AT ETHELTON SIDING, 18.4 FEET SOUTH AND 66 FEET WEST OF
 SU0444'THE SIGN, 37.5 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 15.2 FEET
 SU0444'SOUTH OF THE SOUTHEAST CORNER OF A TOOLHOUSE, AND 12.6 FEET WEST OF
 SU0444'THE NORTHWEST CORNER OF A SECTION HOUSE.  A UNITED STATES GEOLOGICAL
 SU0444'SURVEY STANDARD CAP, STAMPED 13 2418 FT 1911 AND RIVETED ON THE TOP OF
 SU0444'A 3-1/2-INCH IRON PIPE.
 SU0444
 SU0444                          STATION RECOVERY (1982)
 SU0444
 SU0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0482 ***********************************************************************
 NW0482  DESIGNATION -  13 EMH
 NW0482  PID         -  NW0482
 NW0482  STATE/COUNTY-  ID/OWYHEE
 NW0482  USGS QUAD   -  CLOVER MTN (1972)
 NW0482
 NW0482                         *CURRENT SURVEY CONTROL
 NW0482  ___________________________________________________________________
 NW0482* NAD 83(1986)-  42 41 45.     (N)    116 29 37.     (W)     SCALED    
 NW0482* NAVD 88     -      1855.118  (meters)    6086.33   (feet)  POSTED    
 NW0482  ___________________________________________________________________
 NW0482  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 NW0482  DYNAMIC HT  -        1853.900 (meters)    6082.34  (feet)  COMP
 NW0482  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 NW0482
 NW0482  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0482
 NW0482.The horizontal coordinates were scaled from a topographic map and have
 NW0482.an estimated accuracy of +/- 6 seconds.
 NW0482
 NW0482.The orthometric height was determined by differential leveling
 NW0482.and adjusted by the National Geodetic Survey in 1992..
 NW0482.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0482.rate of 0.0 thru 1.0 mm/km.
 NW0482
 NW0482.The geoid height was determined by GEOID03.
 NW0482
 NW0482.The dynamic height is computed by dividing the NAVD 88
 NW0482.geopotential number by the normal gravity value computed on the
 NW0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0482.degrees latitude (g = 980.6199 gals.).
 NW0482
 NW0482.The modeled gravity was interpolated from observed gravity values.
 NW0482
 NW0482;                    North         East    Units  Estimated Accuracy
 NW0482;SPC ID W     -   114,580.      739,070.      MT  (+/- 180 meters Scaled)
 NW0482
 NW0482                          SUPERSEDED SURVEY CONTROL
 NW0482
 NW0482.No superseded survey control is available for this station.
 NW0482
 NW0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH414271(NAD 83)
 NW0482_MARKER: DD = SURVEY DISK
 NW0482_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0482_SP_SET: COPPER-CLAD STEEL ROD
 NW0482_STAMPING: 13 EMH 1972 6082
 NW0482_MARK LOGO: USGS  
 NW0482_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0482+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0482
 NW0482  HISTORY     - Date     Condition        Report By
 NW0482  HISTORY     - 1972     MONUMENTED       USGS
 NW0482
 NW0482                          STATION DESCRIPTION
 NW0482
 NW0482'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0482'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0482'ROAD, THENCE 12.0 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, ABOUT 0.5
 NW0482'MILES NORTHWEST OF A CATTLEGUARD, AT THE TOP OF A RISE, 126 FEET
 NW0482'NORTHEAST AND ACROSS THE ROAD FROM A SMALL PROSPECT HOLE, 25 FEET
 NW0482'NORTHEAST AND ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, A 5/8
 NW0482'COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE AND FLUSH
 NW0482'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0439 ***********************************************************************
 NW0439  DESIGNATION -  13 FMK
 NW0439  PID         -  NW0439
 NW0439  STATE/COUNTY-  ID/OWYHEE
 NW0439  USGS QUAD   -  FLINT (1990)
 NW0439
 NW0439                         *CURRENT SURVEY CONTROL
 NW0439  ___________________________________________________________________
 NW0439* NAD 83(1986)-  42 53 33.     (N)    116 48 24.     (W)     SCALED    
 NW0439* NAVD 88     -      1490.071  (meters)    4888.67   (feet)  POSTED    
 NW0439  ___________________________________________________________________
 NW0439  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 NW0439  DYNAMIC HT  -        1489.140 (meters)    4885.62  (feet)  COMP
 NW0439  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 NW0439
 NW0439  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0439
 NW0439.The horizontal coordinates were scaled from a topographic map and have
 NW0439.an estimated accuracy of +/- 6 seconds.
 NW0439
 NW0439.The orthometric height was determined by differential leveling
 NW0439.and adjusted by the National Geodetic Survey in 1992..
 NW0439.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0439.rate of 1.1 thru 2.0 mm/km.
 NW0439
 NW0439.The geoid height was determined by GEOID03.
 NW0439
 NW0439.The dynamic height is computed by dividing the NAVD 88
 NW0439.geopotential number by the normal gravity value computed on the
 NW0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0439.degrees latitude (g = 980.6199 gals.).
 NW0439
 NW0439.The modeled gravity was interpolated from observed gravity values.
 NW0439
 NW0439;                    North         East    Units  Estimated Accuracy
 NW0439;SPC ID W     -   136,700.      713,690.      MT  (+/- 180 meters Scaled)
 NW0439
 NW0439                          SUPERSEDED SURVEY CONTROL
 NW0439
 NW0439.No superseded survey control is available for this station.
 NW0439
 NW0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH157488(NAD 83)
 NW0439_MARKER: DD = SURVEY DISK
 NW0439_SETTING: 66 = SET IN ROCK OUTCROP
 NW0439_SP_SET: ROCK OUTCROP
 NW0439_STAMPING: 13 FMK 1964
 NW0439_MARK LOGO: USGS  
 NW0439_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0439+STABILITY: POSITION/ELEVATION WELL
 NW0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0439+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0439
 NW0439  HISTORY     - Date     Condition        Report By
 NW0439  HISTORY     - 1964     MONUMENTED       USGS
 NW0439
 NW0439                          STATION DESCRIPTION
 NW0439
 NW0439'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0439'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0439'SOUTHEAST ALONG COUNTY ROAD, THENCE 13.6 MILES SOUTHEAST ALONG FLINT
 NW0439'CREEK ROAD, 74 FEET SOUTH OF THE SOUTHWEST ABUTMENT OF A BRIDGE ACROSS
 NW0439'FLINT CREEK, 51 FEET EAST OF THE CENTERLINE OF THE ROAD IN LINE WITH A
 NW0439'LONE JUNIPER TREE, 29 FEET WEST OF A PIPE OUTLET ON THE WEST EDGE OF A
 NW0439'SMALL CONCRETE DAM ACROSS FLINT CREEK, 13 FEET NORTHEAST OF A WITNESS
 NW0439'POST, APPROXIMATELY 7 FEET ABOVE THE CREEK IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0538 ***********************************************************************
 NW0538  DESIGNATION -  13 MDC
 NW0538  PID         -  NW0538
 NW0538  STATE/COUNTY-  ID/OWYHEE
 NW0538  USGS QUAD   -  FAIRYLAWN (1973)
 NW0538
 NW0538                         *CURRENT SURVEY CONTROL
 NW0538  ___________________________________________________________________
 NW0538* NAD 83(1986)-  42 34 13.     (N)    116 59 10.     (W)     SCALED    
 NW0538* NAVD 88     -      1508.416  (meters)    4948.86   (feet)  POSTED    
 NW0538  ___________________________________________________________________
 NW0538  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 NW0538  DYNAMIC HT  -        1507.490 (meters)    4945.82  (feet)  COMP
 NW0538  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 NW0538
 NW0538  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0538
 NW0538.The horizontal coordinates were scaled from a topographic map and have
 NW0538.an estimated accuracy of +/- 6 seconds.
 NW0538
 NW0538.The orthometric height was determined by differential leveling
 NW0538.and adjusted by the National Geodetic Survey in 1992..
 NW0538.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0538.rate of 0.0 thru 1.0 mm/km.
 NW0538
 NW0538.The geoid height was determined by GEOID03.
 NW0538
 NW0538.The dynamic height is computed by dividing the NAVD 88
 NW0538.geopotential number by the normal gravity value computed on the
 NW0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0538.degrees latitude (g = 980.6199 gals.).
 NW0538
 NW0538.The modeled gravity was interpolated from observed gravity values.
 NW0538
 NW0538;                    North         East    Units  Estimated Accuracy
 NW0538;SPC ID W     -   101,100.      698,510.      MT  (+/- 180 meters Scaled)
 NW0538
 NW0538                          SUPERSEDED SURVEY CONTROL
 NW0538
 NW0538.No superseded survey control is available for this station.
 NW0538
 NW0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH011130(NAD 83)
 NW0538_MARKER: DD = SURVEY DISK
 NW0538_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NW0538+WITH SETTING: PAVEMENT
 NW0538_SP_SET: CATTLEGUARD BASE
 NW0538_STAMPING: 13 MDC 1973 4945
 NW0538_MARK LOGO: USGS  
 NW0538_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0538+STABILITY: SURFACE MOTION
 NW0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0538+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0538
 NW0538  HISTORY     - Date     Condition        Report By
 NW0538  HISTORY     - 1973     MONUMENTED       USGS
 NW0538
 NW0538                          STATION DESCRIPTION
 NW0538
 NW0538'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0538'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0538'SOUTH ALONG A GRAVELED ROAD, THENCE 12.9 MILES SOUTH ALONG A DIRT ROAD
 NW0538'TOWARD GRANDVIEW, IDAHO, AT A FENCE CROSSING AND A CATTLEGUARD, 8 FEET
 NW0538'NORTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT LOWER THAN THE ROAD
 NW0538'BED, CEMENTED 3 FEET SOUTHEAST OF THE NORTH CORNER OF THE NORTHEAST
 NW0538'SIDE OF THE CONCRETE BASE OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0054 ***********************************************************************
 OZ0054  DESIGNATION -  13 Y
 OZ0054  PID         -  OZ0054
 OZ0054  STATE/COUNTY-  ID/CUSTER
 OZ0054  USGS QUAD   -  HARRY CANYON (1967)
 OZ0054
 OZ0054                         *CURRENT SURVEY CONTROL
 OZ0054  ___________________________________________________________________
 OZ0054* NAD 83(1986)-  43 58 06.     (N)    114 05 02.     (W)     SCALED    
 OZ0054* NAVD 88     -      2066.972  (meters)    6781.39   (feet)  ADJUSTED  
 OZ0054  ___________________________________________________________________
 OZ0054  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 OZ0054  DYNAMIC HT  -        2065.649 (meters)    6777.05  (feet)  COMP
 OZ0054  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 OZ0054
 OZ0054  VERT ORDER  -  FIRST     CLASS II
 OZ0054
 OZ0054.The horizontal coordinates were scaled from a topographic map and have
 OZ0054.an estimated accuracy of +/- 6 seconds.
 OZ0054
 OZ0054.The orthometric height was determined by differential leveling
 OZ0054.and adjusted by the National Geodetic Survey in June 1991..
 OZ0054
 OZ0054.The geoid height was determined by GEOID03.
 OZ0054
 OZ0054.The dynamic height is computed by dividing the NAVD 88
 OZ0054.geopotential number by the normal gravity value computed on the
 OZ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0054.degrees latitude (g = 980.6199 gals.).
 OZ0054
 OZ0054.The modeled gravity was interpolated from observed gravity values.
 OZ0054
 OZ0054;                    North         East    Units  Estimated Accuracy
 OZ0054;SPC ID C     -   255,680.      493,270.      MT  (+/- 180 meters Scaled)
 OZ0054
 OZ0054                          SUPERSEDED SURVEY CONTROL
 OZ0054
 OZ0054  NGVD 29 (??/??/92) 2065.653  (m)         6777.06   (f) ADJ UNCH    1 2
 OZ0054
 OZ0054.Superseded values are not recommended for survey control.
 OZ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0054.See file dsdata.txt to determine how the superseded data were derived.
 OZ0054
 OZ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ339724(NAD 83)
 OZ0054_MARKER: DD = SURVEY DISK
 OZ0054_SETTING: 80 = SET IN A BOULDER
 OZ0054_SP_SET: BOULDER
 OZ0054_STAMPING: 13 Y 1931
 OZ0054_MARK LOGO: USGS  
 OZ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0054+STABILITY: SURFACE MOTION
 OZ0054
 OZ0054  HISTORY     - Date     Condition        Report By
 OZ0054  HISTORY     - 1931     MONUMENTED       USGS
 OZ0054  HISTORY     - 1955     GOOD             NGS
 OZ0054  HISTORY     - 1983     GOOD             NGS
 OZ0054  HISTORY     - 1984     GOOD             NGS
 OZ0054  HISTORY     - 1985     GOOD             NGS
 OZ0054
 OZ0054                          STATION DESCRIPTION
 OZ0054
 OZ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0054'12.4 MI SW FROM CHILLY.
 OZ0054'ABOUT 12.4 MILES SOUTHWEST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 OZ0054'CROSSROAD 0.6 MILE NORTH OF THE CHILLY POST OFFICE, 330 FEET SOUTH OF
 OZ0054'THE HIGHWAY, 180 FEET SOUTH OF AN OLD TRACK ROAD ROUGHLY PARALLELING
 OZ0054'THE HIGHWAY, IN A LOW FLAT BOTTOM, 70 FEET SOUTHEAST OF THE BASE OF A
 OZ0054'TERRACE SLOPE, IN THE TOP OF A LARGE PARTLY BURIED BOULDER ABOUT 15
 OZ0054'FEET LOWER THAN THE ROAD.
 OZ0054
 OZ0054                          STATION RECOVERY (1983)
 OZ0054
 OZ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0054'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 OZ0054'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 OZ0054'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG
 OZ0054'OLD STATE HIGHWAY 27, THENCE 15.45 KM (9.65 MI) SOUTHWEST ALONG
 OZ0054'BARTLETT POINT ROAD, THENCE 5.7 KM (3.55 MI) SOUTHWEST ALONG
 OZ0054'TRAIL CREEK ROAD, IN TOP OF AND 1.2 METERS (4 FT) NORTHWEST OF THE
 OZ0054'SOUTHEAST END OF A 9 BY 15 FOOT GRANITE BOULDER PROJECTING 6 FEET
 OZ0054'ABOVE THE SURFACE OF THE GROUND, 80.1 METERS (263 FT) SOUTHEAST
 OZ0054'OF THE CENTER OF THE ROAD AND 0.4 METER (1.3 FT) BELOW THE
 OZ0054'HIGHEST POINT OF THE BOULDER. NOT LEVELED TO THIS DATE.
 OZ0054'THE MARK IS 1.2 METERS  SW FROM A WITNESS POST.
 OZ0054'THE MARK IS 4.5 M BELOW THE ROAD.
 OZ0054
 OZ0054                          STATION RECOVERY (1984)
 OZ0054
 OZ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OZ0054'RECOVERED IN GOOD CONDITION.
 OZ0054
 OZ0054                          STATION RECOVERY (1985)
 OZ0054
 OZ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0235 ***********************************************************************
 NT0235  DESIGNATION -  131
 NT0235  PID         -  NT0235
 NT0235  STATE/COUNTY-  ID/BEAR LAKE
 NT0235  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0235
 NT0235                         *CURRENT SURVEY CONTROL
 NT0235  ___________________________________________________________________
 NT0235* NAD 83(1986)-  42 21 55.     (N)    111 30 08.     (W)     SCALED    
 NT0235* NAVD 88     -      1962.818  (meters)    6439.68   (feet)  ADJUSTED  
 NT0235  ___________________________________________________________________
 NT0235  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 NT0235  DYNAMIC HT  -        1961.319 (meters)    6434.76  (feet)  COMP
 NT0235  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 NT0235
 NT0235  VERT ORDER  -  SECOND    CLASS 0
 NT0235
 NT0235.The horizontal coordinates were scaled from a topographic map and have
 NT0235.an estimated accuracy of +/- 6 seconds.
 NT0235
 NT0235.The orthometric height was determined by differential leveling
 NT0235.and adjusted by the National Geodetic Survey in June 1991..
 NT0235
 NT0235.The geoid height was determined by GEOID03.
 NT0235
 NT0235.The dynamic height is computed by dividing the NAVD 88
 NT0235.geopotential number by the normal gravity value computed on the
 NT0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0235.degrees latitude (g = 980.6199 gals.).
 NT0235
 NT0235.The modeled gravity was interpolated from observed gravity values.
 NT0235
 NT0235;                    North         East    Units  Estimated Accuracy
 NT0235;SPC ID E     -    77,810.      254,730.      MT  (+/- 180 meters Scaled)
 NT0235
 NT0235                          SUPERSEDED SURVEY CONTROL
 NT0235
 NT0235  NGVD 29 (??/??/92) 1961.588  (m)         6435.64   (f) ADJ UNCH    2 0
 NT0235
 NT0235.Superseded values are not recommended for survey control.
 NT0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0235.See file dsdata.txt to determine how the superseded data were derived.
 NT0235
 NT0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM586904(NAD 83)
 NT0235_MARKER: DD = SURVEY DISK
 NT0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0235_STAMPING: 131
 NT0235_MARK LOGO: IDPWD 
 NT0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0235+STABILITY: SURFACE MOTION
 NT0235
 NT0235  HISTORY     - Date     Condition        Report By
 NT0235  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0235  HISTORY     - 1951     GOOD             NGS
 NT0235  HISTORY     - 19900601 GOOD             NGS
 NT0235
 NT0235                          STATION DESCRIPTION
 NT0235
 NT0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0235'7.8 MI NW FROM OVID.
 NT0235'7.8 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0235'AND ABOUT 75 YARDS WEST OF A DIRT ROAD LEADING TO NORTH CANYON, 40
 NT0235'FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 8 1/2 FEET WEST OF
 NT0235'A T IN A FENCE LINE, 0.6 FOOT SOUTHWEST OF A FENCE, AND ABOUT 1 FOOT
 NT0235'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NT0235'0.4 FOOT ABOVE THE GROUND.
 NT0235
 NT0235                          STATION RECOVERY (1990)
 NT0235
 NT0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0235'MARK IS LOCATED ABOUT 12 KM (7.45 MI) NORTHWEST OF OVID 0.35 KM (0.20
 NT0235'MI) SOUTHEAST OF THE CACHE NATIONAL FOREST BOUNDARY ALONG STATE
 NT0235'HIGHWAY 36 ON THE RIGHT OF WAY IN LOW WEEDS ABOUT 65 M (213.3 FT)
 NT0235'NORTHWEST OF A DIRT ROAD LEADING NORTH IN WEST CENTRAL SECTION 24 T 12
 NT0235'S R 42 E.  OWNERSHIP  STATE TRANSPORTATION DEPARTMENT. TO REACH FROM
 NT0235'THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID
 NT0235'SCHOOL IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS
 NT0235'CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 6.94 KM (4.30 MI)
 NT0235'TO A DIRT ROAD RIGHT (NORTH CANYON ROAD). CONTINUE AHEAD FOR 65 M
 NT0235'(213.3 FT) TO THE MARK ON THE LEFT. MARK IS A PUBLIC WORKS DISK SET IN
 NT0235'THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING 10 CM.  IT IS 12.5
 NT0235'M (41.0 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTER AND 0.4 M
 NT0235'(1.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. DESCRIBED BY
 NT0235'G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0241 ***********************************************************************
 OZ0241  DESIGNATION -  14
 OZ0241  PID         -  OZ0241
 OZ0241  STATE/COUNTY-  ID/CAMAS
 OZ0241  USGS QUAD   -  FAIRFIELD (1986)
 OZ0241
 OZ0241                         *CURRENT SURVEY CONTROL
 OZ0241  ___________________________________________________________________
 OZ0241* NAD 83(1986)-  43 20 31.     (N)    114 46 54.     (W)     SCALED    
 OZ0241* NAVD 88     -      1543.010  (meters)    5062.36   (feet)  ADJUSTED  
 OZ0241  ___________________________________________________________________
 OZ0241  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 OZ0241  DYNAMIC HT  -        1542.119 (meters)    5059.44  (feet)  COMP
 OZ0241  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 OZ0241
 OZ0241  VERT ORDER  -  SECOND    CLASS 0
 OZ0241
 OZ0241.The horizontal coordinates were scaled from a topographic map and have
 OZ0241.an estimated accuracy of +/- 6 seconds.
 OZ0241
 OZ0241.The orthometric height was determined by differential leveling
 OZ0241.and adjusted by the National Geodetic Survey in June 1991..
 OZ0241
 OZ0241.The geoid height was determined by GEOID03.
 OZ0241
 OZ0241.The dynamic height is computed by dividing the NAVD 88
 OZ0241.geopotential number by the normal gravity value computed on the
 OZ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0241.degrees latitude (g = 980.6199 gals.).
 OZ0241
 OZ0241.The modeled gravity was interpolated from observed gravity values.
 OZ0241
 OZ0241;                    North         East    Units  Estimated Accuracy
 OZ0241;SPC ID C     -   186,380.      436,620.      MT  (+/- 180 meters Scaled)
 OZ0241
 OZ0241                          SUPERSEDED SURVEY CONTROL
 OZ0241
 OZ0241  NGVD 29 (??/??/92) 1541.929  (m)         5058.81   (f) ADJ UNCH    2 0
 OZ0241
 OZ0241.Superseded values are not recommended for survey control.
 OZ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0241.See file dsdata.txt to determine how the superseded data were derived.
 OZ0241
 OZ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ798011(NAD 83)
 OZ0241_MARKER: DD = SURVEY DISK
 OZ0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0241+STABILITY: SURFACE MOTION
 OZ0241
 OZ0241  HISTORY     - Date     Condition        Report By
 OZ0241  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0241  HISTORY     - 1950     GOOD             NGS
 OZ0241  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0241
 OZ0241                          STATION DESCRIPTION
 OZ0241
 OZ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0241'0.8 MI SE FROM FAIRFIELD.
 OZ0241'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0241'THENCE 0.5 MILE EAST ALONG STATE HIGHWAY 68, 0.25 MILE EAST OF A
 OZ0241'WOODEN BRIDGE 13-74-1-11, 68.8 FEET SOUTH OF AND ACROSS THE ROAD FROM
 OZ0241'THE CENTER OF THE WEST END OF A 12-INCH CORRUGATED METAL PIPE CULVERT,
 OZ0241'41 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A TRACK ROAD LEADING
 OZ0241'NORTH, 4.6 FEET WEST OF A WITNESS POST, 1.0 FOOT NORTHWEST OF A FENCE
 OZ0241'CORNER POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 OZ0241'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OZ0241
 OZ0241                          STATION RECOVERY (1981)
 OZ0241
 OZ0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0439 ***********************************************************************
 SU0439  DESIGNATION -  14
 SU0439  PID         -  SU0439
 SU0439  STATE/COUNTY-  ID/SHOSHONE
 SU0439  USGS QUAD   -  HOYT MOUNTAIN (1995)
 SU0439
 SU0439                         *CURRENT SURVEY CONTROL
 SU0439  ___________________________________________________________________
 SU0439* NAD 83(1986)-  47 14 55.     (N)    115 57 32.     (W)     SCALED    
 SU0439* NAVD 88     -       721.373  (meters)    2366.70   (feet)  ADJUSTED  
 SU0439  ___________________________________________________________________
 SU0439  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 SU0439  DYNAMIC HT  -         721.325 (meters)    2366.55  (feet)  COMP
 SU0439  MODELED GRAV-     980,524.7   (mgal)                       NAVD 88
 SU0439
 SU0439  VERT ORDER  -  SECOND    CLASS 0
 SU0439
 SU0439.The horizontal coordinates were scaled from a topographic map and have
 SU0439.an estimated accuracy of +/- 6 seconds.
 SU0439
 SU0439.The orthometric height was determined by differential leveling
 SU0439.and adjusted by the National Geodetic Survey in June 1991..
 SU0439
 SU0439.The geoid height was determined by GEOID03.
 SU0439
 SU0439.The dynamic height is computed by dividing the NAVD 88
 SU0439.geopotential number by the normal gravity value computed on the
 SU0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0439.degrees latitude (g = 980.6199 gals.).
 SU0439
 SU0439.The modeled gravity was interpolated from observed gravity values.
 SU0439
 SU0439;                    North         East    Units  Estimated Accuracy
 SU0439;SPC ID W     -   620,250.      784,190.      MT  (+/- 180 meters Scaled)
 SU0439
 SU0439                          SUPERSEDED SURVEY CONTROL
 SU0439
 SU0439  NGVD 29 (??/??/92)  720.227  (m)         2362.94   (f) ADJ UNCH    2 0
 SU0439
 SU0439.Superseded values are not recommended for survey control.
 SU0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0439.See file dsdata.txt to determine how the superseded data were derived.
 SU0439
 SU0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN787333(NAD 83)
 SU0439_MARKER: DD = SURVEY DISK
 SU0439_SETTING: 66 = SET IN ROCK OUTCROP
 SU0439_SP_SET: ROCK LEDGE
 SU0439_STAMPING: 2366 14 1911
 SU0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0439+STABILITY: POSITION/ELEVATION WELL
 SU0439
 SU0439  HISTORY     - Date     Condition        Report By
 SU0439  HISTORY     - 1911     MONUMENTED       USGS
 SU0439  HISTORY     - 1935     GOOD             NGS
 SU0439
 SU0439                          STATION DESCRIPTION
 SU0439
 SU0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SU0439'8.8 MI W FROM AVERY.
 SU0439'8.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SU0439'RAILROAD FROM THE STATION AT AVERY, SHOSHONE COUNTY, 0.2 MILE EAST OF
 SU0439'MILEPOST 1782, 170 FEET WEST OF A SMALL STREAM FLOWING ALONG ALLEY
 SU0439'GULCH TO ST. JOE RIVER, 21 FEET SOUTH OF THE FACE OF A ROCK CUT, 15
 SU0439'FEET WEST OF A POLE, 13 FEET SOUTH OF THE CENTER LINE OF THE TRACK, IN
 SU0439'THE TOP OF A ROCK LEDGE, 2 FEET WEST OF THE EAST EDGE, 2 INCHES NORTH
 SU0439'OF THE FACE OF THE ROCK, AND ABOUT 3 FEET LOWER THAN THE TRACK. A
 SU0439'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2366 14 1911.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0483 ***********************************************************************
 NW0483  DESIGNATION -  14 EMH
 NW0483  PID         -  NW0483
 NW0483  STATE/COUNTY-  ID/OWYHEE
 NW0483  USGS QUAD   -  CLOVER MTN (1972)
 NW0483
 NW0483                         *CURRENT SURVEY CONTROL
 NW0483  ___________________________________________________________________
 NW0483* NAD 83(1986)-  42 40 58.     (N)    116 29 08.     (W)     SCALED    
 NW0483* NAVD 88     -      1892.342  (meters)    6208.46   (feet)  POSTED    
 NW0483  ___________________________________________________________________
 NW0483  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 NW0483  DYNAMIC HT  -        1891.100 (meters)    6204.38  (feet)  COMP
 NW0483  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 NW0483
 NW0483  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0483
 NW0483.The horizontal coordinates were scaled from a topographic map and have
 NW0483.an estimated accuracy of +/- 6 seconds.
 NW0483
 NW0483.The orthometric height was determined by differential leveling
 NW0483.and adjusted by the National Geodetic Survey in 1992..
 NW0483.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0483.rate of 0.0 thru 1.0 mm/km.
 NW0483
 NW0483.The geoid height was determined by GEOID03.
 NW0483
 NW0483.The dynamic height is computed by dividing the NAVD 88
 NW0483.geopotential number by the normal gravity value computed on the
 NW0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0483.degrees latitude (g = 980.6199 gals.).
 NW0483
 NW0483.The modeled gravity was interpolated from observed gravity values.
 NW0483
 NW0483;                    North         East    Units  Estimated Accuracy
 NW0483;SPC ID W     -   113,120.      739,720.      MT  (+/- 180 meters Scaled)
 NW0483
 NW0483                          SUPERSEDED SURVEY CONTROL
 NW0483
 NW0483.No superseded survey control is available for this station.
 NW0483
 NW0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH421257(NAD 83)
 NW0483_MARKER: DD = SURVEY DISK
 NW0483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0483_SP_SET: COPPER-CLAD STEEL ROD
 NW0483_STAMPING: 14 EMH 1972 6205
 NW0483_MARK LOGO: USGS  
 NW0483_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0483+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0483
 NW0483  HISTORY     - Date     Condition        Report By
 NW0483  HISTORY     - 1972     MONUMENTED       USGS
 NW0483
 NW0483                          STATION DESCRIPTION
 NW0483
 NW0483'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0483'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0483'ROAD, THENCE 13.0 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, ABOUT 0.5
 NW0483'MILES SOUTHEAST OF A CATTLEGUARD, ON A TREE-COVERED TOP, 28 FEET
 NW0483'SOUTHWEST AND ABOUT LEVEL WITH THE ROAD, A 5/8 COPPER-COATED ROD
 NW0483'ENCASED IN A 6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0440 ***********************************************************************
 NW0440  DESIGNATION -  14 FMK
 NW0440  PID         -  NW0440
 NW0440  STATE/COUNTY-  ID/OWYHEE
 NW0440  USGS QUAD   -  FLINT (1990)
 NW0440
 NW0440                         *CURRENT SURVEY CONTROL
 NW0440  ___________________________________________________________________
 NW0440* NAD 83(1986)-  42 53 07.     (N)    116 47 32.     (W)     SCALED    
 NW0440* NAVD 88     -      1659.935  (meters)    5445.97   (feet)  POSTED    
 NW0440  ___________________________________________________________________
 NW0440  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 NW0440  DYNAMIC HT  -        1658.920 (meters)    5442.64  (feet)  COMP
 NW0440  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 NW0440
 NW0440  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0440
 NW0440.The horizontal coordinates were scaled from a topographic map and have
 NW0440.an estimated accuracy of +/- 6 seconds.
 NW0440
 NW0440.The orthometric height was determined by differential leveling
 NW0440.and adjusted by the National Geodetic Survey in 1992..
 NW0440.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0440.rate of 1.1 thru 2.0 mm/km.
 NW0440
 NW0440.The geoid height was determined by GEOID03.
 NW0440
 NW0440.The dynamic height is computed by dividing the NAVD 88
 NW0440.geopotential number by the normal gravity value computed on the
 NW0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0440.degrees latitude (g = 980.6199 gals.).
 NW0440
 NW0440.The modeled gravity was interpolated from observed gravity values.
 NW0440
 NW0440;                    North         East    Units  Estimated Accuracy
 NW0440;SPC ID W     -   135,880.      714,860.      MT  (+/- 180 meters Scaled)
 NW0440
 NW0440                          SUPERSEDED SURVEY CONTROL
 NW0440
 NW0440.No superseded survey control is available for this station.
 NW0440
 NW0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH169480(NAD 83)
 NW0440_MARKER: DD = SURVEY DISK
 NW0440_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0440_SP_SET: PREFAB CONC. POST IN EARTH
 NW0440_STAMPING: 14 FMK 1964
 NW0440_MARK LOGO: USGS  
 NW0440_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0440+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0440
 NW0440  HISTORY     - Date     Condition        Report By
 NW0440  HISTORY     - 1964     MONUMENTED       USGS
 NW0440
 NW0440                          STATION DESCRIPTION
 NW0440
 NW0440'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0440'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0440'SOUTHEAST ALONG COUNTY ROAD, THENCE 14.8 MILES SOUTHEAST ALONG FLINT
 NW0440'CREEK ROAD, 90 FEET NORTHWEST OF THE ROAD ON A CREST OF A RIDGE, 69
 NW0440'FEET SOUTHWEST OF A BUSHY JUNIPER TREE, 6.3 FEET WEST OF A WITNESS
 NW0440'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0539 ***********************************************************************
 NW0539  DESIGNATION -  14 MDC
 NW0539  PID         -  NW0539
 NW0539  STATE/COUNTY-  ID/OWYHEE
 NW0539  USGS QUAD   -  FAIRYLAWN (1973)
 NW0539
 NW0539                         *CURRENT SURVEY CONTROL
 NW0539  ___________________________________________________________________
 NW0539* NAD 83(1986)-  42 33 34.     (N)    116 58 38.     (W)     SCALED    
 NW0539* NAVD 88     -      1505.092  (meters)    4937.96   (feet)  POSTED    
 NW0539  ___________________________________________________________________
 NW0539  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 NW0539  DYNAMIC HT  -        1504.170 (meters)    4934.93  (feet)  COMP
 NW0539  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 NW0539
 NW0539  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0539
 NW0539.The horizontal coordinates were scaled from a topographic map and have
 NW0539.an estimated accuracy of +/- 6 seconds.
 NW0539
 NW0539.The orthometric height was determined by differential leveling
 NW0539.and adjusted by the National Geodetic Survey in 1992..
 NW0539.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0539.rate of 0.0 thru 1.0 mm/km.
 NW0539
 NW0539.The geoid height was determined by GEOID03.
 NW0539
 NW0539.The dynamic height is computed by dividing the NAVD 88
 NW0539.geopotential number by the normal gravity value computed on the
 NW0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0539.degrees latitude (g = 980.6199 gals.).
 NW0539
 NW0539.The modeled gravity was interpolated from observed gravity values.
 NW0539
 NW0539;                    North         East    Units  Estimated Accuracy
 NW0539;SPC ID W     -    99,890.      699,230.      MT  (+/- 180 meters Scaled)
 NW0539
 NW0539                          SUPERSEDED SURVEY CONTROL
 NW0539
 NW0539.No superseded survey control is available for this station.
 NW0539
 NW0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH018118(NAD 83)
 NW0539_MARKER: DD = SURVEY DISK
 NW0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0539_SP_SET: COPPER-CLAD STEEL ROD
 NW0539_STAMPING: 14 MDC 1973 4934
 NW0539_MARK LOGO: USGS  
 NW0539_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0539+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0539
 NW0539  HISTORY     - Date     Condition        Report By
 NW0539  HISTORY     - 1973     MONUMENTED       USGS
 NW0539
 NW0539                          STATION DESCRIPTION
 NW0539
 NW0539'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0539'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0539'SOUTH ALONG A GRAVELED ROAD, THENCE 13.8 MILES SOUTH ALONG A DIRT ROAD
 NW0539'TOWARD GRANDVIEW, IDAHO, AT A DRAIN CROSSING THE ROAD, 58 FEET
 NW0539'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 24 FEET NORTHWEST OF THE
 NW0539'DRAIN, 1.5 FEET NORTH OF POLE NUMBER 115 WITH A WITNESS SIGN, 3 FEET
 NW0539'LOWER THAN THE ROAD BED, SET ON A 5/8-INCH COPPER-COATED ROD ENCASED
 NW0539'IN A 6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0482 ***********************************************************************
 RY0482  DESIGNATION -  1459.789
 RY0482  PID         -  RY0482
 RY0482  STATE/COUNTY-  ID/IDAHO
 RY0482  USGS QUAD   -  LOWELL (1994)
 RY0482
 RY0482                         *CURRENT SURVEY CONTROL
 RY0482  ___________________________________________________________________
 RY0482* NAD 83(1986)-  46 09 02.     (N)    115 35 14.     (W)     SCALED    
 RY0482* NAVD 88     -       445.935  (meters)    1463.04   (feet)  ADJUSTED  
 RY0482  ___________________________________________________________________
 RY0482  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 RY0482  DYNAMIC HT  -         445.883 (meters)    1462.87  (feet)  COMP
 RY0482  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 RY0482
 RY0482  VERT ORDER  -  SECOND    CLASS 0
 RY0482
 RY0482.The horizontal coordinates were scaled from a topographic map and have
 RY0482.an estimated accuracy of +/- 6 seconds.
 RY0482
 RY0482.The orthometric height was determined by differential leveling
 RY0482.and adjusted by the National Geodetic Survey in June 1991..
 RY0482
 RY0482.The geoid height was determined by GEOID03.
 RY0482
 RY0482.The dynamic height is computed by dividing the NAVD 88
 RY0482.geopotential number by the normal gravity value computed on the
 RY0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0482.degrees latitude (g = 980.6199 gals.).
 RY0482
 RY0482.The modeled gravity was interpolated from observed gravity values.
 RY0482
 RY0482;                    North         East    Units  Estimated Accuracy
 RY0482;SPC ID W     -   498,190.      812,570.      MT  (+/- 180 meters Scaled)
 RY0482
 RY0482                          SUPERSEDED SURVEY CONTROL
 RY0482
 RY0482  NGVD 29 (??/??/92)  444.848  (m)         1459.47   (f) ADJ UNCH    2 0
 RY0482
 RY0482.Superseded values are not recommended for survey control.
 RY0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0482.See file dsdata.txt to determine how the superseded data were derived.
 RY0482
 RY0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM090117(NAD 83)
 RY0482_MARKER: DD = SURVEY DISK
 RY0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0482_SP_SET: PILLAR
 RY0482_MARK LOGO: USGS  
 RY0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0482
 RY0482  HISTORY     - Date     Condition        Report By
 RY0482  HISTORY     - UNK      MONUMENTED       USGS
 RY0482  HISTORY     - 1965     GOOD             NGS
 RY0482  HISTORY     - 1980     GOOD             NGS
 RY0482
 RY0482                          STATION DESCRIPTION
 RY0482
 RY0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0482'0.8 MI NE FROM LOWELL.
 RY0482'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE BRIDGE OVER LOCHSA
 RY0482'RIVER AT LOWELL, 0.4 MILE SOUTHWEST OF STATE HIGHWAY MAINTENANCE
 RY0482'STATION BUILDING NO. 447100, NEAR THE CROSSING OF A TRAMWAY OVER
 RY0482'LOCHSA RIVER, 72.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RY0482'27.5 FEET SOUTHEAST OF THE GAGING STATION BUILDING, 12.0 FEET
 RY0482'SOUTHEAST OF BENCH MARK 1461.998 (USGS), ABOUT 45 FEET NORTHEAST OF A
 RY0482'POINT DIRECTLY UNDER THE CABLE CROSSING THE RIVER, ABOUT 28 FEET LOWER
 RY0482'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE PILLAR PROJECTING
 RY0482'ABOUT 2 FEET ABOVE THE GROUND.
 RY0482
 RY0482                          STATION RECOVERY (1980)
 RY0482
 RY0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0482'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-THIS MARK NOT
 RY0482'LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0481 ***********************************************************************
 RY0481  DESIGNATION -  1461.998
 RY0481  PID         -  RY0481
 RY0481  STATE/COUNTY-  ID/IDAHO
 RY0481  USGS QUAD   -  LOWELL (1994)
 RY0481
 RY0481                         *CURRENT SURVEY CONTROL
 RY0481  ___________________________________________________________________
 RY0481* NAD 83(1986)-  46 09 02.     (N)    115 35 14.     (W)     SCALED    
 RY0481* NAVD 88     -       446.608  (meters)    1465.25   (feet)  ADJUSTED  
 RY0481  ___________________________________________________________________
 RY0481  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 RY0481  DYNAMIC HT  -         446.556 (meters)    1465.08  (feet)  COMP
 RY0481  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 RY0481
 RY0481  VERT ORDER  -  SECOND    CLASS 0
 RY0481
 RY0481.The horizontal coordinates were scaled from a topographic map and have
 RY0481.an estimated accuracy of +/- 6 seconds.
 RY0481
 RY0481.The orthometric height was determined by differential leveling
 RY0481.and adjusted by the National Geodetic Survey in June 1991..
 RY0481
 RY0481.The geoid height was determined by GEOID03.
 RY0481
 RY0481.The dynamic height is computed by dividing the NAVD 88
 RY0481.geopotential number by the normal gravity value computed on the
 RY0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0481.degrees latitude (g = 980.6199 gals.).
 RY0481
 RY0481.The modeled gravity was interpolated from observed gravity values.
 RY0481
 RY0481;                    North         East    Units  Estimated Accuracy
 RY0481;SPC ID W     -   498,190.      812,570.      MT  (+/- 180 meters Scaled)
 RY0481
 RY0481                          SUPERSEDED SURVEY CONTROL
 RY0481
 RY0481  NGVD 29 (??/??/92)  445.522  (m)         1461.68   (f) ADJ UNCH    2 0
 RY0481
 RY0481.Superseded values are not recommended for survey control.
 RY0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0481.See file dsdata.txt to determine how the superseded data were derived.
 RY0481
 RY0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM090117(NAD 83)
 RY0481_MARKER: DD = SURVEY DISK
 RY0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0481_SP_SET: PILLAR
 RY0481_MARK LOGO: USGS  
 RY0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0481
 RY0481  HISTORY     - Date     Condition        Report By
 RY0481  HISTORY     - UNK      MONUMENTED       USGS
 RY0481  HISTORY     - 1965     GOOD             NGS
 RY0481  HISTORY     - 1980     GOOD             NGS
 RY0481
 RY0481                          STATION DESCRIPTION
 RY0481
 RY0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0481'0.8 MI NE FROM LOWELL.
 RY0481'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE BRIDGE OVER LOCHSA
 RY0481'RIVER AT LOWELL, NEAR THE CROSSING OF A TRAMWAY OVER LOCHSA RIVER,
 RY0481'60.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15.5 FEET
 RY0481'SOUTHEAST OF THE GAGING STATION BUILDING, 12.0 FEET NORTHWEST OF BENCH
 RY0481'MARK 1459.789 (USGS), ABOUT 25 FEET LOWER THAN THE HIGHWAY, AND SET IN
 RY0481'THE TOP OF A CONCRETE PILLAR PROJECTING ABOUT 2 FEET ABOVE THE GROUND.
 RY0481
 RY0481                          STATION RECOVERY (1980)
 RY0481
 RY0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0481'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-MARK NOT LEVELED
 RY0481'TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0480 ***********************************************************************
 RY0480  DESIGNATION -  1472.652
 RY0480  PID         -  RY0480
 RY0480  STATE/COUNTY-  ID/IDAHO
 RY0480  USGS QUAD   -  LOWELL (1994)
 RY0480
 RY0480                         *CURRENT SURVEY CONTROL
 RY0480  ___________________________________________________________________
 RY0480* NAD 83(1986)-  46 09 01.     (N)    115 35 15.     (W)     SCALED    
 RY0480* NAVD 88     -       449.857  (meters)    1475.91   (feet)  ADJUSTED  
 RY0480  ___________________________________________________________________
 RY0480  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 RY0480  DYNAMIC HT  -         449.804 (meters)    1475.73  (feet)  COMP
 RY0480  MODELED GRAV-     980,486.6   (mgal)                       NAVD 88
 RY0480
 RY0480  VERT ORDER  -  SECOND    CLASS 0
 RY0480
 RY0480.The horizontal coordinates were scaled from a topographic map and have
 RY0480.an estimated accuracy of +/- 6 seconds.
 RY0480
 RY0480.The orthometric height was determined by differential leveling
 RY0480.and adjusted by the National Geodetic Survey in June 1991..
 RY0480
 RY0480.The geoid height was determined by GEOID03.
 RY0480
 RY0480.The dynamic height is computed by dividing the NAVD 88
 RY0480.geopotential number by the normal gravity value computed on the
 RY0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0480.degrees latitude (g = 980.6199 gals.).
 RY0480
 RY0480.The modeled gravity was interpolated from observed gravity values.
 RY0480
 RY0480;                    North         East    Units  Estimated Accuracy
 RY0480;SPC ID W     -   498,160.      812,550.      MT  (+/- 180 meters Scaled)
 RY0480
 RY0480                          SUPERSEDED SURVEY CONTROL
 RY0480
 RY0480  NGVD 29 (??/??/92)  448.771  (m)         1472.34   (f) ADJ UNCH    2 0
 RY0480
 RY0480.Superseded values are not recommended for survey control.
 RY0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0480.See file dsdata.txt to determine how the superseded data were derived.
 RY0480
 RY0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM090117(NAD 83)
 RY0480_MARKER: DD = SURVEY DISK
 RY0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0480_SP_SET: TRAMWAY
 RY0480_MARK LOGO: USGS  
 RY0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0480
 RY0480  HISTORY     - Date     Condition        Report By
 RY0480  HISTORY     - UNK      MONUMENTED       USGS
 RY0480  HISTORY     - 1950     GOOD             NGS
 RY0480  HISTORY     - 1980     GOOD             NGS
 RY0480
 RY0480                          STATION DESCRIPTION
 RY0480
 RY0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0480'0.4 MI NE FROM LOWELL.
 RY0480'0.4 MILE NORTHEAST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF THE
 RY0480'STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, AT A POINT WHERE THE
 RY0480'TRAMWAY CROSSES THE RIVER, IN THE TOP OF THE NORTHEAST CONCRETE BASE
 RY0480'OF THE TRAMWAY, 53.9 FEET WEST OF B M 1459.789 (USGS), 35 FEET
 RY0480'SOUTHWEST OF THE GAGING TOWER, 34 1/2 FEET SOUTHEAST OF THE CENTER
 RY0480'LINE OF THE HIGHWAY, AND ABOUT 14 FEET LOWER THAN THE HIGHWAY.
 RY0480
 RY0480                          STATION RECOVERY (1980)
 RY0480
 RY0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0480'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-THIS MARK NOT
 RY0480'LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0242 ***********************************************************************
 OZ0242  DESIGNATION -  15
 OZ0242  PID         -  OZ0242
 OZ0242  STATE/COUNTY-  ID/CAMAS
 OZ0242  USGS QUAD   -  FAIRFIELD (1986)
 OZ0242
 OZ0242                         *CURRENT SURVEY CONTROL
 OZ0242  ___________________________________________________________________
 OZ0242* NAD 83(1986)-  43 20 28.     (N)    114 47 28.     (W)     SCALED    
 OZ0242* NAVD 88     -      1542.443  (meters)    5060.50   (feet)  ADJUSTED  
 OZ0242  ___________________________________________________________________
 OZ0242  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0242  DYNAMIC HT  -        1541.552 (meters)    5057.58  (feet)  COMP
 OZ0242  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 OZ0242
 OZ0242  VERT ORDER  -  SECOND    CLASS 0
 OZ0242
 OZ0242.The horizontal coordinates were scaled from a topographic map and have
 OZ0242.an estimated accuracy of +/- 6 seconds.
 OZ0242
 OZ0242.The orthometric height was determined by differential leveling
 OZ0242.and adjusted by the National Geodetic Survey in June 1991..
 OZ0242
 OZ0242.The geoid height was determined by GEOID03.
 OZ0242
 OZ0242.The dynamic height is computed by dividing the NAVD 88
 OZ0242.geopotential number by the normal gravity value computed on the
 OZ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0242.degrees latitude (g = 980.6199 gals.).
 OZ0242
 OZ0242.The modeled gravity was interpolated from observed gravity values.
 OZ0242
 OZ0242;                    North         East    Units  Estimated Accuracy
 OZ0242;SPC ID C     -   186,300.      435,850.      MT  (+/- 180 meters Scaled)
 OZ0242
 OZ0242                          SUPERSEDED SURVEY CONTROL
 OZ0242
 OZ0242  NGVD 29 (??/??/92) 1541.362  (m)         5056.95   (f) ADJ UNCH    2 0
 OZ0242
 OZ0242.Superseded values are not recommended for survey control.
 OZ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0242.See file dsdata.txt to determine how the superseded data were derived.
 OZ0242
 OZ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ790010(NAD 83)
 OZ0242_MARKER: DD = SURVEY DISK
 OZ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0242+STABILITY: SURFACE MOTION
 OZ0242
 OZ0242  HISTORY     - Date     Condition        Report By
 OZ0242  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0242  HISTORY     - 1950     GOOD             NGS
 OZ0242  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0242
 OZ0242                          STATION DESCRIPTION
 OZ0242
 OZ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0242'0.3 MI S FROM FAIRFIELD.
 OZ0242'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0242'AT THE INTERSECTION OF STATE HIGHWAY 68, 42 FEET SOUTH OF THE CENTER
 OZ0242'LINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF CENTER STREET,
 OZ0242'25.6 FEET SOUTHEAST OF THE EAST END OF THE SOUTH HEAD WALL OF A 3- BY
 OZ0242'4-FOOT CONCRETE BOX CULVERT, 5 1/2 FEET NORTHWEST OF A POWER LINE GUY
 OZ0242'POLE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 OZ0242'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OZ0242
 OZ0242                          STATION RECOVERY (1981)
 OZ0242
 OZ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0364 ***********************************************************************
 NT0364  DESIGNATION -  15
 NT0364  PID         -  NT0364
 NT0364  STATE/COUNTY-  ID/FRANKLIN
 NT0364  USGS QUAD   -  FRANKLIN (1969)
 NT0364
 NT0364                         *CURRENT SURVEY CONTROL
 NT0364  ___________________________________________________________________
 NT0364* NAD 83(1986)-  42 01 10.     (N)    111 48 17.     (W)     SCALED    
 NT0364* NAVD 88     -      1367.092  (meters)    4485.20   (feet)  ADJUSTED  
 NT0364  ___________________________________________________________________
 NT0364  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NT0364  DYNAMIC HT  -        1366.155 (meters)    4482.13  (feet)  COMP
 NT0364  MODELED GRAV-     979,890.0   (mgal)                       NAVD 88
 NT0364
 NT0364  VERT ORDER  -  SECOND    CLASS 0
 NT0364
 NT0364.The horizontal coordinates were scaled from a topographic map and have
 NT0364.an estimated accuracy of +/- 6 seconds.
 NT0364
 NT0364.The orthometric height was determined by differential leveling
 NT0364.and adjusted by the National Geodetic Survey in June 1991..
 NT0364
 NT0364.The geoid height was determined by GEOID03.
 NT0364
 NT0364.The dynamic height is computed by dividing the NAVD 88
 NT0364.geopotential number by the normal gravity value computed on the
 NT0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0364.degrees latitude (g = 980.6199 gals.).
 NT0364
 NT0364.The modeled gravity was interpolated from observed gravity values.
 NT0364
 NT0364;                    North         East    Units  Estimated Accuracy
 NT0364;SPC ID E     -    39,240.      229,980.      MT  (+/- 180 meters Scaled)
 NT0364
 NT0364                          SUPERSEDED SURVEY CONTROL
 NT0364
 NT0364  NGVD 29 (??/??/92) 1366.09   (m)         4481.9    (f) COMPUTED    2 0
 NT0364
 NT0364.Superseded values are not recommended for survey control.
 NT0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0364.See file dsdata.txt to determine how the superseded data were derived.
 NT0364
 NT0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM333522(NAD 83)
 NT0364_MARKER: DD = SURVEY DISK
 NT0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0364_STAMPING: 15
 NT0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0364+STABILITY: SURFACE MOTION
 NT0364
 NT0364  HISTORY     - Date     Condition        Report By
 NT0364  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0364  HISTORY     - 1951     GOOD             NGS
 NT0364  HISTORY     - 1969     MARK NOT FOUND   USGS
 NT0364
 NT0364                          STATION DESCRIPTION
 NT0364
 NT0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0364'0.2 MI NW FROM FRANKLIN.
 NT0364'ABOUT 0.2 MILES NORTHWEST ALONG U. S. HIGHWAY 91 FROM THE POST OFFICE
 NT0364'AT FRANKLIN, AT AN OFFSET IN A FENCE LINE, 59 FEET SOUTHWEST OF THE
 NT0364'CENTER LINE OF THE HIGHWAY, 47.6 FEET NORTHWEST OF THE SOUTHWEST END
 NT0364'OF A 36-INCH CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY, 1.3 FEET
 NT0364'NORTHWEST OF A FENCE, ABOUT 10 FEET LOWER THAN THE HIGHWAY, AND SET IN
 NT0364'THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET ABOVE THE GROUND.
 NT0364
 NT0364                          STATION RECOVERY (1969)
 NT0364
 NT0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0484 ***********************************************************************
 NW0484  DESIGNATION -  15 EMH
 NW0484  PID         -  NW0484
 NW0484  STATE/COUNTY-  ID/OWYHEE
 NW0484  USGS QUAD   -  CLOVER MTN (1972)
 NW0484
 NW0484                         *CURRENT SURVEY CONTROL
 NW0484  ___________________________________________________________________
 NW0484* NAD 83(1986)-  42 40 09.     (N)    116 28 29.     (W)     SCALED    
 NW0484* NAVD 88     -      1874.749  (meters)    6150.74   (feet)  POSTED    
 NW0484  ___________________________________________________________________
 NW0484  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 NW0484  DYNAMIC HT  -        1873.510 (meters)    6146.67  (feet)  COMP
 NW0484  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 NW0484
 NW0484  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0484
 NW0484.The horizontal coordinates were scaled from a topographic map and have
 NW0484.an estimated accuracy of +/- 6 seconds.
 NW0484
 NW0484.The orthometric height was determined by differential leveling
 NW0484.and adjusted by the National Geodetic Survey in 1992..
 NW0484.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0484.rate of 0.0 thru 1.0 mm/km.
 NW0484
 NW0484.The geoid height was determined by GEOID03.
 NW0484
 NW0484.The dynamic height is computed by dividing the NAVD 88
 NW0484.geopotential number by the normal gravity value computed on the
 NW0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0484.degrees latitude (g = 980.6199 gals.).
 NW0484
 NW0484.The modeled gravity was interpolated from observed gravity values.
 NW0484
 NW0484;                    North         East    Units  Estimated Accuracy
 NW0484;SPC ID W     -   111,600.      740,590.      MT  (+/- 180 meters Scaled)
 NW0484
 NW0484                          SUPERSEDED SURVEY CONTROL
 NW0484
 NW0484.No superseded survey control is available for this station.
 NW0484
 NW0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH430242(NAD 83)
 NW0484_MARKER: DD = SURVEY DISK
 NW0484_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0484_SP_SET: COPPER-CLAD STEEL ROD
 NW0484_STAMPING: 15 EMH 1972 6147
 NW0484_MARK LOGO: USGS  
 NW0484_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0484+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0484
 NW0484  HISTORY     - Date     Condition        Report By
 NW0484  HISTORY     - 1972     MONUMENTED       USGS
 NW0484
 NW0484                          STATION DESCRIPTION
 NW0484
 NW0484'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0484'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0484'ROAD, THENCE 14.1 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, ABOUT 0.4
 NW0484'MILES SOUTH OF THE NORTH END OF A LONG ROAD TANGENT, AT THE JUNCTION
 NW0484'OF A TRACK ROAD EAST, 32 FEET WEST AND ABOUT LEVEL WITH THE JUNCTION,
 NW0484'A 5/8-INCH COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE
 NW0484'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0441 ***********************************************************************
 NW0441  DESIGNATION -  15 FMK
 NW0441  PID         -  NW0441
 NW0441  STATE/COUNTY-  ID/OWYHEE
 NW0441  USGS QUAD   -  COMBINATION RIDGE (1990)
 NW0441
 NW0441                         *CURRENT SURVEY CONTROL
 NW0441  ___________________________________________________________________
 NW0441* NAD 83(1986)-  42 52 22.     (N)    116 46 48.     (W)     SCALED    
 NW0441* NAVD 88     -      1609.752  (meters)    5281.33   (feet)  POSTED    
 NW0441  ___________________________________________________________________
 NW0441  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 NW0441  DYNAMIC HT  -        1608.770 (meters)    5278.11  (feet)  COMP
 NW0441  MODELED GRAV-     979,950.3   (mgal)                       NAVD 88
 NW0441
 NW0441  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0441
 NW0441.The horizontal coordinates were scaled from a topographic map and have
 NW0441.an estimated accuracy of +/- 6 seconds.
 NW0441
 NW0441.The orthometric height was determined by differential leveling
 NW0441.and adjusted by the National Geodetic Survey in 1992..
 NW0441.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0441.rate of 1.1 thru 2.0 mm/km.
 NW0441
 NW0441.The geoid height was determined by GEOID03.
 NW0441
 NW0441.The dynamic height is computed by dividing the NAVD 88
 NW0441.geopotential number by the normal gravity value computed on the
 NW0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0441.degrees latitude (g = 980.6199 gals.).
 NW0441
 NW0441.The modeled gravity was interpolated from observed gravity values.
 NW0441
 NW0441;                    North         East    Units  Estimated Accuracy
 NW0441;SPC ID W     -   134,480.      715,850.      MT  (+/- 180 meters Scaled)
 NW0441
 NW0441                          SUPERSEDED SURVEY CONTROL
 NW0441
 NW0441.No superseded survey control is available for this station.
 NW0441
 NW0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH179467(NAD 83)
 NW0441_MARKER: DD = SURVEY DISK
 NW0441_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0441_SP_SET: PREFAB CONC. POST IN EARTH
 NW0441_STAMPING: 15 FMK 1964
 NW0441_MARK LOGO: USGS  
 NW0441_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0441+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0441
 NW0441  HISTORY     - Date     Condition        Report By
 NW0441  HISTORY     - 1964     MONUMENTED       USGS
 NW0441
 NW0441                          STATION DESCRIPTION
 NW0441
 NW0441'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0441'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0441'SOUTHEAST ALONG COUNTY ROAD, THENCE 15.9 MILES SOUTHEAST ALONG FLINT
 NW0441'CREEK ROAD, 154 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6 FEET
 NW0441'SOUTHEAST OF A WITNESS POST, 4 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1369 ***********************************************************************
 QB1369  DESIGNATION -  15 FMK
 QB1369  PID         -  QB1369
 QB1369  STATE/COUNTY-  ID/GEM
 QB1369  USGS QUAD   -  OLA (1970)
 QB1369
 QB1369                         *CURRENT SURVEY CONTROL
 QB1369  ___________________________________________________________________
 QB1369* NAD 83(1992)-  44 09 20.52586(N)    116 17 46.66085(W)     ADJUSTED  
 QB1369* NAVD 88     -       939.45   (+/-2cm)    3082.2    (feet)  VERTCON   
 QB1369  ___________________________________________________________________
 QB1369  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 QB1369  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 QB1369
 QB1369  HORZ ORDER  -  THIRD
 QB1369  VERT ORDER  -  THIRD ? (See Below)
 QB1369
 QB1369.The horizontal coordinates were established by classical geodetic methods
 QB1369.and adjusted by the National Geodetic Survey in July 1992..
 QB1369
 QB1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1369.The vertical order pertains to the NGVD 29 superseded value.
 QB1369
 QB1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1369
 QB1369.The geoid height was determined by GEOID03.
 QB1369
 QB1369;                    North         East     Units Scale Factor Converg.
 QB1369;SPC ID W     -   276,636.123   756,301.425   MT  0.99995681   -0 22 50.0
 QB1369;UTM  11      - 4,889,407.242   556,271.239   MT  0.99963894   +0 29 24.8
 QB1369
 QB1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1369!SPC ID W     -   0.99985524  x   0.99995681  =   0.99981205
 QB1369!UTM  11      -   0.99985524  x   0.99963894  =   0.99949423
 QB1369
 QB1369                          SUPERSEDED SURVEY CONTROL
 QB1369
 QB1369  NAD 83(1986)-  44 09 20.52904(N)    116 17 46.65914(W) AD(       ) 3
 QB1369  NGVD 29 (09/17/91)  938.41   (m)         3078.8    (f) LEVELING    3  
 QB1369
 QB1369.Superseded values are not recommended for survey control.
 QB1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1369.See file dsdata.txt to determine how the superseded data were derived.
 QB1369
 QB1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5627189407(NAD 83)
 QB1369_MARKER: DB = BENCH MARK DISK
 QB1369_SETTING: 66 = SET IN ROCK OUTCROP
 QB1369_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 QB1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB1369+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 QB1369
 QB1369  HISTORY     - Date     Condition        Report By
 QB1369  HISTORY     - 1969     MONUMENTED       USGS
 QB1369  HISTORY     - 1970     GOOD             USGS
 QB1369  HISTORY     - 20050422 GOOD             INDIV
 QB1369
 QB1369                          STATION DESCRIPTION
 QB1369
 QB1369'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QB1369'DESCRIBED IN LEVEL LINE BY USGS, 1969, PV 770.
 QB1369'
 QB1369'LOCATED ABOUT 11 MI. N. OF SWEET AND 3.5 MI. S. OF OLA, ON THE E.
 QB1369'SIDE OF THE SQUAW CREEK RD.
 QB1369'
 QB1369'TO REACH FROM OLA, GO 1.8 MI. S. ALONG SQUAW CREEK RD. TO A T-RD.
 QB1369'E.  THE BM IS ALONG THE WEST SLOPE OF THE ROCKY RIDGE IN THE
 QB1369'SOUTHEAST QUADRANT OF THE INTERSECTION.
 QB1369'
 QB1369'STATION MARK--STANDARD USGS BM TABLET STAMPED---15 FMK 1969 3079---
 QB1369'CEMENTED IN ROCK FLUSH WITH THE SURROUNDING GROUND.
 QB1369
 QB1369                          STATION RECOVERY (2005)
 QB1369
 QB1369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (REB)
 QB1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0541 ***********************************************************************
 NW0541  DESIGNATION -  15 MDC
 NW0541  PID         -  NW0541
 NW0541  STATE/COUNTY-  ID/OWYHEE
 NW0541  USGS QUAD   -  FAIRYLAWN (1973)
 NW0541
 NW0541                         *CURRENT SURVEY CONTROL
 NW0541  ___________________________________________________________________
 NW0541* NAD 83(1986)-  42 32 53.     (N)    116 58 09.     (W)     SCALED    
 NW0541* NAVD 88     -      1540.718  (meters)    5054.84   (feet)  POSTED    
 NW0541  ___________________________________________________________________
 NW0541  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 NW0541  DYNAMIC HT  -        1539.760 (meters)    5051.70  (feet)  COMP
 NW0541  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 NW0541
 NW0541  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0541
 NW0541.The horizontal coordinates were scaled from a topographic map and have
 NW0541.an estimated accuracy of +/- 6 seconds.
 NW0541
 NW0541.The orthometric height was determined by differential leveling
 NW0541.and adjusted by the National Geodetic Survey in 1992..
 NW0541.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0541.rate of 0.0 thru 1.0 mm/km.
 NW0541
 NW0541.The geoid height was determined by GEOID03.
 NW0541
 NW0541.The dynamic height is computed by dividing the NAVD 88
 NW0541.geopotential number by the normal gravity value computed on the
 NW0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0541.degrees latitude (g = 980.6199 gals.).
 NW0541
 NW0541.The modeled gravity was interpolated from observed gravity values.
 NW0541
 NW0541;                    North         East    Units  Estimated Accuracy
 NW0541;SPC ID W     -    98,620.      699,870.      MT  (+/- 180 meters Scaled)
 NW0541
 NW0541                          SUPERSEDED SURVEY CONTROL
 NW0541
 NW0541.No superseded survey control is available for this station.
 NW0541
 NW0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH025106(NAD 83)
 NW0541_MARKER: DD = SURVEY DISK
 NW0541_SETTING: 66 = SET IN ROCK OUTCROP
 NW0541_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0541_STAMPING: 15 MDC 1973 5051
 NW0541_MARK LOGO: USGS  
 NW0541_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0541+STABILITY: POSITION/ELEVATION WELL
 NW0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0541+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0541
 NW0541  HISTORY     - Date     Condition        Report By
 NW0541  HISTORY     - 1973     MONUMENTED       USGS
 NW0541
 NW0541                          STATION DESCRIPTION
 NW0541
 NW0541'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0541'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0541'SOUTH ALONG A GRAVELED ROAD, THENCE 14.8 MILES SOUTH ALONG A DIRT ROAD
 NW0541'TOWARD GRANDVIEW, IDAHO, JUST AFTER A CURVE IN THE ROAD, AT A FENCE
 NW0541'CROSSING AND CATTLEGUARD, 83 FEET NORTHWEST OF THE CENTERLINE OF THE
 NW0541'ROAD, 10 FEET SOUTHWEST OF A FENCE LINE RUNNING NORTHWEST-SOUTHEAST, 1
 NW0541'FOOT HIGHER THAN THE ROAD, CEMENTED IN A LAVA OUTCROP PROJECTING 0.2
 NW0541'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0290 ***********************************************************************
 RA0290  DESIGNATION -  15 N
 RA0290  PID         -  RA0290
 RA0290  STATE/COUNTY-  ID/ADAMS
 RA0290  USGS QUAD   -  HOMESTEAD (1990)
 RA0290
 RA0290                         *CURRENT SURVEY CONTROL
 RA0290  ___________________________________________________________________
 RA0290* NAD 83(1986)-  45 03 44.     (N)    116 47 44.     (W)     SCALED    
 RA0290* NAVD 88     -       501.023  (meters)    1643.77   (feet)  ADJUSTED  
 RA0290  ___________________________________________________________________
 RA0290  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 RA0290  DYNAMIC HT  -         500.887 (meters)    1643.33  (feet)  COMP
 RA0290  MODELED GRAV-     980,332.3   (mgal)                       NAVD 88
 RA0290
 RA0290  VERT ORDER  -  SECOND    CLASS 0
 RA0290
 RA0290.The horizontal coordinates were scaled from a topographic map and have
 RA0290.an estimated accuracy of +/- 6 seconds.
 RA0290
 RA0290.The orthometric height was determined by differential leveling
 RA0290.and adjusted by the National Geodetic Survey in June 1991..
 RA0290
 RA0290.The geoid height was determined by GEOID03.
 RA0290
 RA0290.The dynamic height is computed by dividing the NAVD 88
 RA0290.geopotential number by the normal gravity value computed on the
 RA0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0290.degrees latitude (g = 980.6199 gals.).
 RA0290
 RA0290.The modeled gravity was interpolated from observed gravity values.
 RA0290
 RA0290;                    North         East    Units  Estimated Accuracy
 RA0290;SPC ID W     -   377,750.      717,660.      MT  (+/- 180 meters Scaled)
 RA0290
 RA0290                          SUPERSEDED SURVEY CONTROL
 RA0290
 RA0290  NGVD 29 (??/??/92)  499.98   (m)         1640.4    (f) COMPUTED    2 0
 RA0290
 RA0290.Superseded values are not recommended for survey control.
 RA0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0290.See file dsdata.txt to determine how the superseded data were derived.
 RA0290
 RA0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK160898(NAD 83)
 RA0290_MARKER: Z = SEE DESCRIPTION
 RA0290_SETTING: 66 = SET IN ROCK OUTCROP
 RA0290_SP_SET: GRANITE OUTCROP
 RA0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0290+STABILITY: POSITION/ELEVATION WELL
 RA0290
 RA0290  HISTORY     - Date     Condition        Report By
 RA0290  HISTORY     - UNK      MONUMENTED       DOD
 RA0290  HISTORY     - 1946     GOOD             NGS
 RA0290
 RA0290                          STATION DESCRIPTION
 RA0290
 RA0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0290'3.5 MI NE FROM HOMESTEAD, OR.
 RA0290'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0290'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0290'LEDGE MINE ROAD, THENCE 1.3 MILES ALONG THE RED LEDGE MINE ROAD, BENCH
 RA0290'MARK IS 0.1 MILE SOUTH OF AN 8-FOOT WOODEN BRIDGE OVER A SMALL STREAM,
 RA0290'WEST OF AND DIRECTLY ACROSS THE ROAD FROM THE NORTH END OF A HIGH ROCK
 RA0290'CLIFF, 26.0 FEET WEST OF CENTER OF THE ROAD, AN OUTLINED CHISELED
 RA0290'PYRAMID CUT ON TOP OF THE HIGHEST POINT AND 3.2 FEET SOUTHEAST OF THE
 RA0290'NORTHWEST END OF THE FOURTH OUTCROP FROM THE NORTH END OF GROUP OF
 RA0290'LARGE GRAY GRANITE OUTCROPS, ABOUT THE SAME ELEVATION AS THE ROAD AND
 RA0290'6 FEET ABOVE THE GROUND, PAINTED USSBM NO. 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0128 ***********************************************************************
 QA0128  DESIGNATION -  15 RESET
 QA0128  PID         -  QA0128
 QA0128  STATE/COUNTY-  ID/CUSTER
 QA0128  USGS QUAD   -  OBSIDIAN (1963)
 QA0128
 QA0128                         *CURRENT SURVEY CONTROL
 QA0128  ___________________________________________________________________
 QA0128* NAD 83(1986)-  44 06 04.     (N)    114 51 25.     (W)     SCALED    
 QA0128* NAVD 88     -      2010.19   (+/-2cm)    6595.1    (feet)  VERTCON   
 QA0128  ___________________________________________________________________
 QA0128  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 QA0128
 QA0128  VERT ORDER  -  THIRD (See Below)
 QA0128
 QA0128.The horizontal coordinates were scaled from a topographic map and have
 QA0128.an estimated accuracy of +/- 6 seconds.
 QA0128
 QA0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0128.The vertical order pertains to the NGVD 29 superseded value.
 QA0128
 QA0128.The geoid height was determined by GEOID03.
 QA0128
 QA0128;                    North         East    Units  Estimated Accuracy
 QA0128;SPC ID C     -   270,790.      431,390.      MT  (+/- 180 meters Scaled)
 QA0128
 QA0128                          SUPERSEDED SURVEY CONTROL
 QA0128
 QA0128  NGVD 29 (??/??/??) 2008.82   (m)         6590.6    (f) RESET       3  
 QA0128
 QA0128.Superseded values are not recommended for survey control.
 QA0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0128.See file dsdata.txt to determine how the superseded data were derived.
 QA0128
 QA0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ715853(NAD 83)
 QA0128_MARKER: DD = SURVEY DISK
 QA0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0128_STAMPING: 6531.52 1956
 QA0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0128+STABILITY: SURFACE MOTION
 QA0128
 QA0128  HISTORY     - Date     Condition        Report By
 QA0128  HISTORY     - 1956     MONUMENTED       BPR
 QA0128
 QA0128                          STATION DESCRIPTION
 QA0128
 QA0128'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1956
 QA0128'10.3 MI SE FROM STANLEY.
 QA0128'10.3 MILES SOUTHEAST ALONG NEW U. S. HIGHWAY 93 FROM THE VALLEY CREEK
 QA0128'RANGER STATION AT STANLEY, CUSTER COUNTY, 0.4 MILE SOUTH OF THE
 QA0128'ENTRANCE TO THE ROCKY MOUNTAIN RANCH, 500 FEET WEST OF A PROMINENT
 QA0128'OUTCROP OF ROCK AT THE BASE OF THE WEST POINT OF A HILL EAST OF THE
 QA0128'HIGHWAY, AT A STRAIGHT STRETCH OF HIGHWAY BOUNDED BY WIRE FENCES, AND
 QA0128'10 FEET SOUTHEAST OF THE OUTLET OF A 24-INCH CULVERT, AND SET IN THE
 QA0128'TOP OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0197 ***********************************************************************
 RA0197  DESIGNATION -  15.10
 RA0197  PID         -  RA0197
 RA0197  STATE/COUNTY-  ID/IDAHO
 RA0197  USGS QUAD   -  BALLY MOUNTAIN (1963)
 RA0197
 RA0197                         *CURRENT SURVEY CONTROL
 RA0197  ___________________________________________________________________
 RA0197* NAD 83(1986)-  45 07 25.     (N)    116 17 46.     (W)     SCALED    
 RA0197* NAVD 88     -      1159.579  (meters)    3804.39   (feet)  ADJUSTED  
 RA0197  ___________________________________________________________________
 RA0197  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 RA0197  DYNAMIC HT  -        1159.168 (meters)    3803.04  (feet)  COMP
 RA0197  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 RA0197
 RA0197  VERT ORDER  -  FIRST     CLASS II
 RA0197
 RA0197.The horizontal coordinates were scaled from a topographic map and have
 RA0197.an estimated accuracy of +/- 6 seconds.
 RA0197
 RA0197.The orthometric height was determined by differential leveling
 RA0197.and adjusted by the National Geodetic Survey in June 1991..
 RA0197
 RA0197.The geoid height was determined by GEOID03.
 RA0197
 RA0197.The dynamic height is computed by dividing the NAVD 88
 RA0197.geopotential number by the normal gravity value computed on the
 RA0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0197.degrees latitude (g = 980.6199 gals.).
 RA0197
 RA0197.The modeled gravity was interpolated from observed gravity values.
 RA0197
 RA0197;                    North         East    Units  Estimated Accuracy
 RA0197;SPC ID W     -   384,190.      757,040.      MT  (+/- 180 meters Scaled)
 RA0197
 RA0197                          SUPERSEDED SURVEY CONTROL
 RA0197
 RA0197  NGVD 29 (??/??/92) 1158.455  (m)         3800.70   (f) ADJ UNCH    1 2
 RA0197
 RA0197.Superseded values are not recommended for survey control.
 RA0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0197.See file dsdata.txt to determine how the superseded data were derived.
 RA0197
 RA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK553969(NAD 83)
 RA0197_MARKER: Z = SEE DESCRIPTION
 RA0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0197_SP_SET: CURB
 RA0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0197
 RA0197  HISTORY     - Date     Condition        Report By
 RA0197  HISTORY     - UNK      MONUMENTED       IDDH
 RA0197  HISTORY     - 1966     GOOD             NGS
 RA0197  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0197
 RA0197                          STATION DESCRIPTION
 RA0197
 RA0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RA0197'10.8 MI N FROM NEW MEADOWS.
 RA0197'10.8 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE NEW MEADOWS POST
 RA0197'OFFICE, AT THE STEEL BRIDGE OVER LITTLE SALMON RIVER, 12 FEET EAST OF
 RA0197'THE CENTER LINE OF THE HIGHWAY ON THE TOP OF THE NORTH END OF THE EAST
 RA0197'CONCRETE CURB, 0.5 FOOT SOUTHWEST OF THE NORTHWEST CORNER OF THE IRON
 RA0197'BASE OF THE QUARDRAIL POST AND 0.2 FOOT WEST OF THE BASE.  THE PAINT
 RA0197'HAS WEATHERED AWAY AT THIS DATE.
 RA0197
 RA0197                          STATION RECOVERY (1982)
 RA0197
 RA0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0197'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0496 ***********************************************************************
 RY0496  DESIGNATION -  1521 B
 RY0496  PID         -  RY0496
 RY0496  STATE/COUNTY-  ID/IDAHO
 RY0496  USGS QUAD   -  GODDARD POINT (1995)
 RY0496
 RY0496                         *CURRENT SURVEY CONTROL
 RY0496  ___________________________________________________________________
 RY0496* NAD 83(1986)-  46 07 19.     (N)    115 34 24.     (W)     SCALED    
 RY0496* NAVD 88     -       461.339  (meters)    1513.58   (feet)  ADJUSTED  
 RY0496  ___________________________________________________________________
 RY0496  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 RY0496  DYNAMIC HT  -         461.281 (meters)    1513.39  (feet)  COMP
 RY0496  MODELED GRAV-     980,478.0   (mgal)                       NAVD 88
 RY0496
 RY0496  VERT ORDER  -  SECOND    CLASS 0
 RY0496
 RY0496.The horizontal coordinates were scaled from a topographic map and have
 RY0496.an estimated accuracy of +/- 6 seconds.
 RY0496
 RY0496.The orthometric height was determined by differential leveling
 RY0496.and adjusted by the National Geodetic Survey in June 1991..
 RY0496
 RY0496.The geoid height was determined by GEOID03.
 RY0496
 RY0496.The dynamic height is computed by dividing the NAVD 88
 RY0496.geopotential number by the normal gravity value computed on the
 RY0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0496.degrees latitude (g = 980.6199 gals.).
 RY0496
 RY0496.The modeled gravity was interpolated from observed gravity values.
 RY0496
 RY0496;                    North         East    Units  Estimated Accuracy
 RY0496;SPC ID W     -   495,010.      813,650.      MT  (+/- 180 meters Scaled)
 RY0496
 RY0496                          SUPERSEDED SURVEY CONTROL
 RY0496
 RY0496  NGVD 29 (??/??/92)  460.247  (m)         1509.99   (f) ADJ UNCH    2 0
 RY0496
 RY0496.Superseded values are not recommended for survey control.
 RY0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0496.See file dsdata.txt to determine how the superseded data were derived.
 RY0496
 RY0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM102085(NAD 83)
 RY0496_MARKER: DD = SURVEY DISK
 RY0496_SETTING: 80 = SET IN A BOULDER
 RY0496_STAMPING: 1521 B 1911 76
 RY0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0496+STABILITY: SURFACE MOTION
 RY0496
 RY0496  HISTORY     - Date     Condition        Report By
 RY0496  HISTORY     - 1911     MONUMENTED       USGS
 RY0496  HISTORY     - 1965     GOOD             NGS
 RY0496
 RY0496                          STATION DESCRIPTION
 RY0496
 RY0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0496'2.3 MI SE FROM LOWELL.
 RY0496'2.3 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0496'U.S. HIGHWAY 12 AT LOWELL, ABOUT 50 FEET EAST OF THE CROSSING OF ROAR
 RY0496'CREEK, 46 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 39.4 FEET
 RY0496'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 5.4 FEET WEST OF THE
 RY0496'WEST SIDE OF A 24-INCH FIR TREE, IN THE PRIVATE DRIVEWAY LEADING TO
 RY0496'THE HOUSE, IN THE TOP OF A 2- BY 2-FOOT BOULDER ABOUT FLUSH WITH THE
 RY0496'GROUND, AND ABOUT 6 FEET HIGHER THAN THE ROAD.  NOTE-- THIS DISK IS
 RY0496'SLOPING - THE POINT LEVELED TO WAS THE HIGHEST POINT ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0492 ***********************************************************************
 RY0492  DESIGNATION -  1547 B
 RY0492  PID         -  RY0492
 RY0492  STATE/COUNTY-  ID/IDAHO
 RY0492  USGS QUAD   -  LOWELL (1994)
 RY0492
 RY0492                         *CURRENT SURVEY CONTROL
 RY0492  ___________________________________________________________________
 RY0492* NAD 83(1986)-  46 08 27.     (N)    115 35 39.     (W)     SCALED    
 RY0492* NAVD 88     -       470.046  (meters)    1542.14   (feet)  ADJUSTED  
 RY0492  ___________________________________________________________________
 RY0492  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 RY0492  DYNAMIC HT  -         469.993 (meters)    1541.97  (feet)  COMP
 RY0492  MODELED GRAV-     980,488.3   (mgal)                       NAVD 88
 RY0492
 RY0492  VERT ORDER  -  SECOND    CLASS 0
 RY0492
 RY0492.The horizontal coordinates were scaled from a topographic map and have
 RY0492.an estimated accuracy of +/- 6 seconds.
 RY0492
 RY0492.The orthometric height was determined by differential leveling
 RY0492.and adjusted by the National Geodetic Survey in June 1991..
 RY0492
 RY0492.The geoid height was determined by GEOID03.
 RY0492
 RY0492.The dynamic height is computed by dividing the NAVD 88
 RY0492.geopotential number by the normal gravity value computed on the
 RY0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0492.degrees latitude (g = 980.6199 gals.).
 RY0492
 RY0492.The modeled gravity was interpolated from observed gravity values.
 RY0492
 RY0492;                    North         East    Units  Estimated Accuracy
 RY0492;SPC ID W     -   497,110.      812,040.      MT  (+/- 180 meters Scaled)
 RY0492
 RY0492                          SUPERSEDED SURVEY CONTROL
 RY0492
 RY0492  NGVD 29 (??/??/92)  468.962  (m)         1538.59   (f) ADJ UNCH    2 0
 RY0492
 RY0492.Superseded values are not recommended for survey control.
 RY0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0492.See file dsdata.txt to determine how the superseded data were derived.
 RY0492
 RY0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM085106(NAD 83)
 RY0492_MARKER: DD = SURVEY DISK
 RY0492_SETTING: 66 = SET IN ROCK OUTCROP
 RY0492_SP_SET: OUTCROP
 RY0492_STAMPING: 1547 B 1911 77
 RY0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0492+STABILITY: POSITION/ELEVATION WELL
 RY0492
 RY0492  HISTORY     - Date     Condition        Report By
 RY0492  HISTORY     - 1911     MONUMENTED       USGS
 RY0492  HISTORY     - 1965     GOOD             NGS
 RY0492
 RY0492                          STATION DESCRIPTION
 RY0492
 RY0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0492'0.3 MI SE FROM LOWELL.
 RY0492'0.3 MILE SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0492'U.S. HIGHWAY 12 AT LOWELL, ON THE TOP OF A DEEP CUT BANK, IN THE TOP
 RY0492'OF AN 8- BY 10-FOOT OUTCROP, ON THE INSIDE OF A CURVE, ABOUT 1000 FEET
 RY0492'EAST OF THE CONFLUENCE OF LOCHSA AND SELWAY RIVERS, 20 FEET
 RY0492'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 50 FEET
 RY0492'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0243 ***********************************************************************
 OZ0243  DESIGNATION -  16
 OZ0243  PID         -  OZ0243
 OZ0243  STATE/COUNTY-  ID/CAMAS
 OZ0243  USGS QUAD   -  FAIRFIELD (1986)
 OZ0243
 OZ0243                         *CURRENT SURVEY CONTROL
 OZ0243  ___________________________________________________________________
 OZ0243* NAD 83(1986)-  43 20 27.     (N)    114 47 28.     (W)     SCALED    
 OZ0243* NAVD 88     -      1542.467  (meters)    5060.58   (feet)  ADJUSTED  
 OZ0243  ___________________________________________________________________
 OZ0243  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0243  DYNAMIC HT  -        1541.576 (meters)    5057.65  (feet)  COMP
 OZ0243  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 OZ0243
 OZ0243  VERT ORDER  -  SECOND    CLASS 0
 OZ0243
 OZ0243.The horizontal coordinates were scaled from a topographic map and have
 OZ0243.an estimated accuracy of +/- 6 seconds.
 OZ0243
 OZ0243.The orthometric height was determined by differential leveling
 OZ0243.and adjusted by the National Geodetic Survey in June 1991..
 OZ0243
 OZ0243.The geoid height was determined by GEOID03.
 OZ0243
 OZ0243.The dynamic height is computed by dividing the NAVD 88
 OZ0243.geopotential number by the normal gravity value computed on the
 OZ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0243.degrees latitude (g = 980.6199 gals.).
 OZ0243
 OZ0243.The modeled gravity was interpolated from observed gravity values.
 OZ0243
 OZ0243;                    North         East    Units  Estimated Accuracy
 OZ0243;SPC ID C     -   186,270.      435,850.      MT  (+/- 180 meters Scaled)
 OZ0243
 OZ0243                          SUPERSEDED SURVEY CONTROL
 OZ0243
 OZ0243  NGVD 29 (??/??/92) 1541.386  (m)         5057.03   (f) ADJ UNCH    2 0
 OZ0243
 OZ0243.Superseded values are not recommended for survey control.
 OZ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0243.See file dsdata.txt to determine how the superseded data were derived.
 OZ0243
 OZ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ790010(NAD 83)
 OZ0243_MARKER: DD = SURVEY DISK
 OZ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0243+STABILITY: SURFACE MOTION
 OZ0243
 OZ0243  HISTORY     - Date     Condition        Report By
 OZ0243  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0243  HISTORY     - 1950     GOOD             NGS
 OZ0243  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0243
 OZ0243                          STATION DESCRIPTION
 OZ0243
 OZ0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0243'0.3 MI S FROM FAIRFIELD.
 OZ0243'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0243'AT THE INTERSECTION OF STATE HIGHWAY 68, 38 FEET NORTH OF THE CENTER
 OZ0243'LINE OF THE HIGHWAY, 35 FEET EAST OF THE CENTER LINE OF CENTER STREET,
 OZ0243'5.0 FEET NORTHEAST OF A POWER LINE POLE, 1.2 FEET WEST OF A CONCRETE
 OZ0243'POST WITH THE LETTERING FAS 43- A -NP, ABOUT 1 1/2 FEET LOWER THAN THE
 OZ0243'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 OZ0243'ABOVE THE GROUND.
 OZ0243
 OZ0243                          STATION RECOVERY (1981)
 OZ0243
 OZ0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0363 ***********************************************************************
 NT0363  DESIGNATION -  16
 NT0363  PID         -  NT0363
 NT0363  STATE/COUNTY-  ID/FRANKLIN
 NT0363  USGS QUAD   -  FRANKLIN (1969)
 NT0363
 NT0363                         *CURRENT SURVEY CONTROL
 NT0363  ___________________________________________________________________
 NT0363* NAD 83(1986)-  42 01 12.     (N)    111 48 16.     (W)     SCALED    
 NT0363* NAVD 88     -      1367.622  (meters)    4486.94   (feet)  ADJUSTED  
 NT0363  ___________________________________________________________________
 NT0363  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NT0363  DYNAMIC HT  -        1366.684 (meters)    4483.86  (feet)  COMP
 NT0363  MODELED GRAV-     979,889.8   (mgal)                       NAVD 88
 NT0363
 NT0363  VERT ORDER  -  SECOND    CLASS 0
 NT0363
 NT0363.The horizontal coordinates were scaled from a topographic map and have
 NT0363.an estimated accuracy of +/- 6 seconds.
 NT0363
 NT0363.The orthometric height was determined by differential leveling
 NT0363.and adjusted by the National Geodetic Survey in June 1991..
 NT0363
 NT0363.The geoid height was determined by GEOID03.
 NT0363
 NT0363.The dynamic height is computed by dividing the NAVD 88
 NT0363.geopotential number by the normal gravity value computed on the
 NT0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0363.degrees latitude (g = 980.6199 gals.).
 NT0363
 NT0363.The modeled gravity was interpolated from observed gravity values.
 NT0363
 NT0363;                    North         East    Units  Estimated Accuracy
 NT0363;SPC ID E     -    39,310.      230,000.      MT  (+/- 180 meters Scaled)
 NT0363
 NT0363                          SUPERSEDED SURVEY CONTROL
 NT0363
 NT0363  NGVD 29 (??/??/92) 1366.62   (m)         4483.7    (f) COMPUTED    2 0
 NT0363
 NT0363.Superseded values are not recommended for survey control.
 NT0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0363.See file dsdata.txt to determine how the superseded data were derived.
 NT0363
 NT0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM333523(NAD 83)
 NT0363_MARKER: DD = SURVEY DISK
 NT0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0363_STAMPING: 16
 NT0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0363+STABILITY: SURFACE MOTION
 NT0363
 NT0363  HISTORY     - Date     Condition        Report By
 NT0363  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0363  HISTORY     - 1951     GOOD             NGS
 NT0363
 NT0363                          STATION DESCRIPTION
 NT0363
 NT0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0363'0.2 MI NW FROM FRANKLIN.
 NT0363'ABOUT 0.2 MILES NORTHWEST ALONG U. S. HIGHWAY 91 FROM THE POST OFFICE
 NT0363'AT FRANKLIN, AT AN OFFSET IN A FENCE LINE, 62.6 FEET NORTH OF THE
 NT0363'NORTHEAST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT UNDER THE
 NT0363'HIGHWAY, 61.2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.6
 NT0363'FEET NORTHWEST OF A FENCE CORNER, ABOUT 10 FEET LOWER THAN THE
 NT0363'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET
 NT0363'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0227 ***********************************************************************
 SV0227  DESIGNATION -  16 2299
 SV0227  PID         -  SV0227
 SV0227  STATE/COUNTY-  ID/SHOSHONE
 SV0227  USGS QUAD   -  MARBLE MTN (1995)
 SV0227
 SV0227                         *CURRENT SURVEY CONTROL
 SV0227  ___________________________________________________________________
 SV0227* NAD 83(1986)-  47 14 45.     (N)    116 02 41.     (W)     SCALED    
 SV0227* NAVD 88     -       700.869  (meters)    2299.43   (feet)  ADJUSTED  
 SV0227  ___________________________________________________________________
 SV0227  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 SV0227  DYNAMIC HT  -         700.838 (meters)    2299.33  (feet)  COMP
 SV0227  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 SV0227
 SV0227  VERT ORDER  -  SECOND    CLASS 0
 SV0227
 SV0227.The horizontal coordinates were scaled from a topographic map and have
 SV0227.an estimated accuracy of +/- 6 seconds.
 SV0227
 SV0227.The orthometric height was determined by differential leveling
 SV0227.and adjusted by the National Geodetic Survey in June 1991..
 SV0227
 SV0227.The geoid height was determined by GEOID03.
 SV0227
 SV0227.The dynamic height is computed by dividing the NAVD 88
 SV0227.geopotential number by the normal gravity value computed on the
 SV0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0227.degrees latitude (g = 980.6199 gals.).
 SV0227
 SV0227.The modeled gravity was interpolated from observed gravity values.
 SV0227
 SV0227;                    North         East    Units  Estimated Accuracy
 SV0227;SPC ID W     -   619,960.      777,690.      MT  (+/- 180 meters Scaled)
 SV0227
 SV0227                          SUPERSEDED SURVEY CONTROL
 SV0227
 SV0227  NGVD 29 (??/??/92)  699.74   (m)         2295.7    (f) COMPUTED    2 0
 SV0227
 SV0227.Superseded values are not recommended for survey control.
 SV0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0227.See file dsdata.txt to determine how the superseded data were derived.
 SV0227
 SV0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN722329(NAD 83)
 SV0227_MARKER: P = PIPE CAP
 SV0227_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0227_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0227_STAMPING: 2299 16 1911
 SV0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0227
 SV0227  HISTORY     - Date     Condition        Report By
 SV0227  HISTORY     - 1911     MONUMENTED       USGS
 SV0227  HISTORY     - 1963     GOOD             NGS
 SV0227
 SV0227                          STATION DESCRIPTION
 SV0227
 SV0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0227'8.5 MI E FROM CALDER.
 SV0227'8.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0227'RAILROAD FROM THE STATION AT CALDER, 0.2 MILE EAST OF MILE POST NO.
 SV0227'1787 AT POCONO, 80 FEET NORTHWEST OF THE END OF THE DERAIL, 21 FEET
 SV0227'SOUTHEAST OF A TELEPHONE POLE WITH AN ELECTRIC WARNING LIGHT SECURED
 SV0227'TO IT, 16 FEET SOUTHWEST OF THE CENTER OF THE RAILROAD TRACKS AND 2
 SV0227'1/2 FEET NORTHEAST OF THE SIGN, POCONO.  A STANDARD U.S. GEOLOGICAL
 SV0227'SURVEY CAP RIVETED TO THE TOP OF A 3 1/2-INCH IRON PIPE THAT IS FLUSH
 SV0227'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0187 ***********************************************************************
 NU0187  DESIGNATION -  16 E
 NU0187  PID         -  NU0187
 NU0187  STATE/COUNTY-  ID/BANNOCK
 NU0187  USGS QUAD   -  INKOM (1971)
 NU0187
 NU0187                         *CURRENT SURVEY CONTROL
 NU0187  ___________________________________________________________________
 NU0187* NAD 83(1986)-  42 47 48.     (N)    112 15 08.     (W)     SCALED    
 NU0187* NAVD 88     -      1387.096  (meters)    4550.83   (feet)  ADJUSTED  
 NU0187  ___________________________________________________________________
 NU0187  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 NU0187  DYNAMIC HT  -        1386.288 (meters)    4548.18  (feet)  COMP
 NU0187  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 NU0187
 NU0187  VERT ORDER  -  FIRST     CLASS I
 NU0187
 NU0187.The horizontal coordinates were scaled from a topographic map and have
 NU0187.an estimated accuracy of +/- 6 seconds.
 NU0187
 NU0187.The orthometric height was determined by differential leveling
 NU0187.and adjusted by the National Geodetic Survey in June 1991..
 NU0187
 NU0187.The geoid height was determined by GEOID03.
 NU0187
 NU0187.The dynamic height is computed by dividing the NAVD 88
 NU0187.geopotential number by the normal gravity value computed on the
 NU0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0187.degrees latitude (g = 980.6199 gals.).
 NU0187
 NU0187.The modeled gravity was interpolated from observed gravity values.
 NU0187
 NU0187;                    North         East    Units  Estimated Accuracy
 NU0187;SPC ID E     -   125,520.      193,000.      MT  (+/- 180 meters Scaled)
 NU0187
 NU0187                          SUPERSEDED SURVEY CONTROL
 NU0187
 NU0187  NGVD 29 (??/??/92) 1386.049  (m)         4547.40   (f) ADJ UNCH    1 1
 NU0187
 NU0187.Superseded values are not recommended for survey control.
 NU0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0187.See file dsdata.txt to determine how the superseded data were derived.
 NU0187
 NU0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN975389(NAD 83)
 NU0187_MARKER: DD = SURVEY DISK
 NU0187_SETTING: 66 = SET IN ROCK OUTCROP
 NU0187_SP_SET: OUTCROP
 NU0187_STAMPING: 16 E
 NU0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0187+STABILITY: POSITION/ELEVATION WELL
 NU0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0187+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 NU0187
 NU0187  HISTORY     - Date     Condition        Report By
 NU0187  HISTORY     - UNK      MONUMENTED       USGS
 NU0187  HISTORY     - 1967     GOOD             NGS
 NU0187  HISTORY     - 20020907 GOOD             NGS
 NU0187
 NU0187                          STATION DESCRIPTION
 NU0187
 NU0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0187'IN INKOM.
 NU0187'AT INKOM, 0.1 MILE EAST ALONG THE FORMER HIGHWAY, THENCE 0.25 MILE
 NU0187'NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT INKOM, 0.1 MILE
 NU0187'SOUTHEAST OF THE HIGH SCHOOL, IN THE TOP OF A LEDGE ON THE WEST SIDE
 NU0187'OF A MASSIVE OUTCROP WHICH PROJECTS ABOUT 25 FEET ABOVE THE GROUND,
 NU0187'108 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD WEST, 39
 NU0187'FEET EAST OF THE CENTER LINE OF THE ROAD, 2.7 FEET EAST OF A WITNESS
 NU0187'POST, ABOUT 4 FEET HIGHER THAN THE ROAD AND 2 1/2 FEET ABOVE THE
 NU0187'GROUND.
 NU0187
 NU0187                          STATION RECOVERY (2002)
 NU0187
 NU0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 NU0187'OLD HIGHWAY (OLD US 30 AND 91) IS NOW BL 15.  OLD HIGH SCHOOL IS NOW
 NU0187'INKOM BIBLE CHURCH.  FROM POST OFFICT GO 0.1 MILE WEST ON BL 15,
 NU0187'THENCE NORTH ON MAIN ST. FOR 0.25 MILE TO STATION AT SE CORNER WITH
 NU0187'ROOSEVELT ROAD.  GRAVITY BASE STATION INKOM = HUS 235 IS ON EAST EDGE
 NU0187'OF MAIN ST. PROXIMATE TO MARK.  STAMPING IS '16 E 1936'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0485 ***********************************************************************
 NW0485  FBN         -  This is a Federal Base Network Control Station.
 NW0485  DESIGNATION -  16 EMH
 NW0485  PID         -  NW0485
 NW0485  STATE/COUNTY-  ID/OWYHEE
 NW0485  USGS QUAD   -  CLOVER MTN (1972)
 NW0485
 NW0485                         *CURRENT SURVEY CONTROL
 NW0485  ___________________________________________________________________
 NW0485* NAD 83(1999)-  42 39 22.85591(N)    116 27 55.77743(W)     ADJUSTED  
 NW0485* NAVD 88     -      1862.955  (meters)    6112.04   (feet)  POSTED    
 NW0485  ___________________________________________________________________
 NW0485  X           -  -2,094,267.889 (meters)                     COMP
 NW0485  Y           -  -4,206,794.303 (meters)                     COMP
 NW0485  Z           -   4,300,754.894 (meters)                     COMP
 NW0485  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 NW0485  ELLIP HEIGHT-        1846.52  (meters)          (09/01/00) GPS OBS
 NW0485  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 NW0485  DYNAMIC HT  -        1861.710 (meters)    6107.96  (feet)  COMP
 NW0485  MODELED GRAV-     979,887.7   (mgal)                       NAVD 88
 NW0485
 NW0485  HORZ ORDER  -  A
 NW0485  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0485  ELLP ORDER  -  THIRD     CLASS I
 NW0485
 NW0485.The horizontal coordinates were established by GPS observations
 NW0485.and adjusted by the National Geodetic Survey in September 2000..
 NW0485.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NW0485.DATUM ITEM on the data sheet items page.
 NW0485
 NW0485.The orthometric height was determined by differential leveling
 NW0485.and adjusted by the National Geodetic Survey in 1992..
 NW0485.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0485.rate of 0.0 thru 1.0 mm/km.
 NW0485
 NW0485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NW0485
 NW0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0485
 NW0485.The ellipsoidal height was determined by GPS observations
 NW0485.and is referenced to NAD 83.
 NW0485
 NW0485.The geoid height was determined by GEOID03.
 NW0485
 NW0485.The dynamic height is computed by dividing the NAVD 88
 NW0485.geopotential number by the normal gravity value computed on the
 NW0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0485.degrees latitude (g = 980.6199 gals.).
 NW0485
 NW0485.The modeled gravity was interpolated from observed gravity values.
 NW0485
 NW0485;                    North         East     Units Scale Factor Converg.
 NW0485;SPC ID W     -   110,171.228   741,337.650   MT  0.99997566   -0 29 05.4
 NW0485;UTM  11      - 4,722,792.537   543,808.785   MT  0.99962361   +0 21 43.9
 NW0485
 NW0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0485!SPC ID W     -   0.99971049  x   0.99997566  =   0.99968616
 NW0485!UTM  11      -   0.99971049  x   0.99962361  =   0.99933421
 NW0485
 NW0485                          SUPERSEDED SURVEY CONTROL
 NW0485
 NW0485  NAD 83(1994)-  42 39 22.85470(N)    116 27 55.77556(W) AD(       ) B
 NW0485  ELLIP H (03/30/95) 1846.61   (m)                       GP(       ) 4 1
 NW0485  NAVD 88 (01/29/98) 1862.95   (m)         6112.0    (f) LEVELING    3  
 NW0485  NAVD 88 (03/30/95) 1862.96   (m)         6112.1    (f) LEVELING    3  
 NW0485
 NW0485.Superseded values are not recommended for survey control.
 NW0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0485.See file dsdata.txt to determine how the superseded data were derived.
 NW0485
 NW0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH4380922793(NAD 83)
 NW0485_MARKER: DD = SURVEY DISK
 NW0485_SETTING: 66 = SET IN ROCK OUTCROP
 NW0485_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0485_STAMPING: 6108 16 EMH 1972
 NW0485_MARK LOGO: USGS  
 NW0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0485+STABILITY: POSITION/ELEVATION WELL
 NW0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0485+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003
 NW0485
 NW0485  HISTORY     - Date     Condition        Report By
 NW0485  HISTORY     - 1972     MONUMENTED       USGS
 NW0485  HISTORY     - 19930915 GOOD             NGS
 NW0485  HISTORY     - 19960730 GOOD             NGS
 NW0485  HISTORY     - 19990514 GOOD             NGS
 NW0485  HISTORY     - 20030927 GOOD             DJC
 NW0485
 NW0485                          STATION DESCRIPTION
 NW0485
 NW0485'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0485'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0485'ROAD, THENCE 15.1 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, AT THE
 NW0485'NORTHEAST END OF A LOW RIDGE, 97 FEET SOUTHWEST AND ABOUT 3 FEET
 NW0485'HIGHER THAN THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP
 NW0485'PROJECTING 2.0 FEET.
 NW0485
 NW0485                          STATION RECOVERY (1993)
 NW0485
 NW0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (BEK)
 NW0485'STATION IS LOCATED AIRLINE ABOUT 40 KM (24.85 MI) SOUTH-SOUTHEAST OF
 NW0485'SILVER CITY, 55 KM (34.15 MI) SOUTHWEST OF GRANDVIEW, 65 KM (40.40 MI)
 NW0485'NORTH-NORTHEAST OF GRASMERE, AND 65 KM (40.40 MI) NORTH OF THE
 NW0485'IDAHO-NEVADA STATE LINE.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT.
 NW0485'REACHED FROM THE JUNCTION OF HOT SPRINGS ROAD AND STATE HIGHWAYS 51
 NW0485'AND 78 AT THE BRUNEAU CAFE IN BRUNEAU.  GO WESTERLY ON HIGHWAYS 51 AND
 NW0485'78 FOR 3.22 KM (2.00 MI) TO WHERE THE HIGHWAYS SPLIT.  GO SOUTH ON
 NW0485'HIGHWAY 51 FOR 10.23 KM (6.35 MI) TO A PAVED ROAD RIGHT AND A DIRT
 NW0485'ROAD LEFT.  TURN RIGHT ON PAVED ROAD, WESTERLY, FOR 4.61 KM (2.85 MI)
 NW0485'TO A CATTLE GUARD AT PAVEMENT END.  CONTINUE WESTERLY ON GRAVEL ROAD
 NW0485'FOR 11.21 KM (6.95 MI) TO A T-JUNCTION AND A PAVED ROAD. TURN LEFT,
 NW0485'SOUTHWEST, ON THE PAVED ROAD FOR 8.67 KM (5.40 MI) TO END OF PAVEMENT.
 NW0485'CONTINUE SOUTHWEST ON GRAVEL ROAD FOR 4.29 KM (2.65 MI) TO A REVERSE
 NW0485'RIGHT FORK.  CONTINUE SOUTHWEST ON GRAVEL ROAD FOR 16.8 KM (10.45 MI)
 NW0485'TO TOP OF GRADE AND A ROAD LEFT.  CONTINUE SOUTHWEST ON GRAVEL ROAD
 NW0485'FOR 8.77 KM (5.45 MI) TO A FORK AND BLM SIGN "JORDAN VALLEY 71 BIG
 NW0485'SPRINGS RANCH 6".  TAKE RIGHT FORK, SOUTHWEST, ON MAIN GRAVEL ROAD FOR
 NW0485'2.22 KM (1.35 MI) TO A FORK, A CATTLE GUARD AND A LARGE GRAVEL PILE ON
 NW0485'THE RIGHT, AND SIGN "ANTELOPE RIDGE ROAD TRIANGLE 16".  TAKE RIGHT
 NW0485'FORK, NORTHWEST, ON A DIRT AND GRAVEL ROAD FOR 0.24 KM (0.15 MI) TO A
 NW0485'FORK AND SIGN "TRIANGLE".  TAKE THE RIGHT FORK, NORTHWEST, ON DIRT AND
 NW0485'GRAVEL ROAD FOR 0.86 KM (0.55 MI) TO THE STATION ON THE LEFT AT THE
 NW0485'NORTHEAST BASE OF A LARGE MOUND OF OUTCROP. STATION MARK IS CEMENTED
 NW0485'IN A DRILL HOLE IN OUTCROP.  IT IS 29.9 M (98.1 FT) SOUTHWEST OF THE
 NW0485'ROAD CENTER, 2.3 M (7.5 FT) NORTHEAST OF A FIBERGLASS WITNESS POST,
 NW0485'0.4 M (1.3 FT) ABOVE THE GROUND SURFACE, AND ABOUT 1 M (3.3 FT) ABOVE
 NW0485'THE ROAD. NOTE--IN VERY WET WEATHER, A FOUR-WHEEL DRIVE MAY BE
 NW0485'REQUIRED TO TRAVEL THE LAST 0.5 MILE. GPS VISIBILITY IS GOOD 360
 NW0485'DEGREES HORIZONTALLY AT 15 DEGREES ELEVATION.
 NW0485
 NW0485                          STATION RECOVERY (1996)
 NW0485
 NW0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 NW0485'RECOVERED AS DESCRIBED BY J.D.  SWALLOW.
 NW0485
 NW0485                          STATION RECOVERY (1999)
 NW0485
 NW0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 NW0485'RECOVERED AS DESCRIBED.
 NW0485
 NW0485                          STATION RECOVERY (2003)
 NW0485
 NW0485'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2003 (DJC)
 NW0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0442 ***********************************************************************
 NW0442  DESIGNATION -  16 FMK
 NW0442  PID         -  NW0442
 NW0442  STATE/COUNTY-  ID/OWYHEE
 NW0442  USGS QUAD   -  COMBINATION RIDGE (1990)
 NW0442
 NW0442                         *CURRENT SURVEY CONTROL
 NW0442  ___________________________________________________________________
 NW0442* NAD 83(1986)-  42 51 51.     (N)    116 46 06.     (W)     SCALED    
 NW0442* NAVD 88     -      1578.734  (meters)    5179.56   (feet)  POSTED    
 NW0442  ___________________________________________________________________
 NW0442  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 NW0442  DYNAMIC HT  -        1577.770 (meters)    5176.40  (feet)  COMP
 NW0442  MODELED GRAV-     979,954.7   (mgal)                       NAVD 88
 NW0442
 NW0442  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0442
 NW0442.The horizontal coordinates were scaled from a topographic map and have
 NW0442.an estimated accuracy of +/- 6 seconds.
 NW0442
 NW0442.The orthometric height was determined by differential leveling
 NW0442.and adjusted by the National Geodetic Survey in 1992..
 NW0442.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0442.rate of 1.1 thru 2.0 mm/km.
 NW0442
 NW0442.The geoid height was determined by GEOID03.
 NW0442
 NW0442.The dynamic height is computed by dividing the NAVD 88
 NW0442.geopotential number by the normal gravity value computed on the
 NW0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0442.degrees latitude (g = 980.6199 gals.).
 NW0442
 NW0442.The modeled gravity was interpolated from observed gravity values.
 NW0442
 NW0442;                    North         East    Units  Estimated Accuracy
 NW0442;SPC ID W     -   133,510.      716,790.      MT  (+/- 180 meters Scaled)
 NW0442
 NW0442                          SUPERSEDED SURVEY CONTROL
 NW0442
 NW0442.No superseded survey control is available for this station.
 NW0442
 NW0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH189457(NAD 83)
 NW0442_MARKER: DD = SURVEY DISK
 NW0442_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0442_SP_SET: PREFAB CONC. POST IN EARTH
 NW0442_STAMPING: 16 FMK 1964
 NW0442_MARK LOGO: USGS  
 NW0442_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0442+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0442
 NW0442  HISTORY     - Date     Condition        Report By
 NW0442  HISTORY     - 1964     MONUMENTED       USGS
 NW0442
 NW0442                          STATION DESCRIPTION
 NW0442
 NW0442'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0442'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0442'SOUTHEAST ALONG COUNTY ROAD, THENCE 16.8 MILES SOUTHEAST ALONG FLINT
 NW0442'CREEK ROAD, 32 FEET SOUTH OF THE CENTERLINE OF THE ROAD AT A
 NW0442'CATTLEGUARD, 8 FEET SOUTH OF A WITNESS POST, 5 FEET WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0542 ***********************************************************************
 NW0542  DESIGNATION -  16 MDC
 NW0542  PID         -  NW0542
 NW0542  STATE/COUNTY-  ID/OWYHEE
 NW0542  USGS QUAD   -  FAIRYLAWN (1973)
 NW0542
 NW0542                         *CURRENT SURVEY CONTROL
 NW0542  ___________________________________________________________________
 NW0542* NAD 83(1986)-  42 33 22.     (N)    116 57 15.     (W)     SCALED    
 NW0542* NAVD 88     -      1579.693  (meters)    5182.71   (feet)  POSTED    
 NW0542  ___________________________________________________________________
 NW0542  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 NW0542  DYNAMIC HT  -        1578.710 (meters)    5179.48  (feet)  COMP
 NW0542  MODELED GRAV-     979,940.7   (mgal)                       NAVD 88
 NW0542
 NW0542  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0542
 NW0542.The horizontal coordinates were scaled from a topographic map and have
 NW0542.an estimated accuracy of +/- 6 seconds.
 NW0542
 NW0542.The orthometric height was determined by differential leveling
 NW0542.and adjusted by the National Geodetic Survey in 1992..
 NW0542.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0542.rate of 0.0 thru 1.0 mm/km.
 NW0542
 NW0542.The geoid height was determined by GEOID03.
 NW0542
 NW0542.The dynamic height is computed by dividing the NAVD 88
 NW0542.geopotential number by the normal gravity value computed on the
 NW0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0542.degrees latitude (g = 980.6199 gals.).
 NW0542
 NW0542.The modeled gravity was interpolated from observed gravity values.
 NW0542
 NW0542;                    North         East    Units  Estimated Accuracy
 NW0542;SPC ID W     -    99,490.      701,110.      MT  (+/- 180 meters Scaled)
 NW0542
 NW0542                          SUPERSEDED SURVEY CONTROL
 NW0542
 NW0542.No superseded survey control is available for this station.
 NW0542
 NW0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH037115(NAD 83)
 NW0542_MARKER: DD = SURVEY DISK
 NW0542_SETTING: 80 = SET IN A BOULDER
 NW0542_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 NW0542_STAMPING: 16 MDC 1973 5179
 NW0542_MARK LOGO: USGS  
 NW0542_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0542+STABILITY: SURFACE MOTION
 NW0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0542+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0542
 NW0542  HISTORY     - Date     Condition        Report By
 NW0542  HISTORY     - 1973     MONUMENTED       USGS
 NW0542
 NW0542                          STATION DESCRIPTION
 NW0542
 NW0542'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0542'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0542'SOUTH ALONG A GRAVELED ROAD, THENCE 15.8 MILES SOUTH AND EAST ALONG A
 NW0542'DIRT ROAD TOWARD GRANDVIEW, IDAHO, JUST BEFORE A SLIGHT DOWNGRADE IN
 NW0542'THE ROAD, 31 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET HIGHER
 NW0542'THAN THE ROAD BED, CEMENTED IN A LAVA BOULDER PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0292 ***********************************************************************
 RA0292  DESIGNATION -  16 N
 RA0292  PID         -  RA0292
 RA0292  STATE/COUNTY-  ID/ADAMS
 RA0292  USGS QUAD   -  HOMESTEAD (1990)
 RA0292
 RA0292                         *CURRENT SURVEY CONTROL
 RA0292  ___________________________________________________________________
 RA0292* NAD 83(1986)-  45 04 17.     (N)    116 47 13.     (W)     SCALED    
 RA0292* NAVD 88     -       514.551  (meters)    1688.16   (feet)  ADJUSTED  
 RA0292  ___________________________________________________________________
 RA0292  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 RA0292  DYNAMIC HT  -         514.409 (meters)    1687.69  (feet)  COMP
 RA0292  MODELED GRAV-     980,327.5   (mgal)                       NAVD 88
 RA0292
 RA0292  VERT ORDER  -  SECOND    CLASS 0
 RA0292
 RA0292.The horizontal coordinates were scaled from a topographic map and have
 RA0292.an estimated accuracy of +/- 6 seconds.
 RA0292
 RA0292.The orthometric height was determined by differential leveling
 RA0292.and adjusted by the National Geodetic Survey in June 1991..
 RA0292
 RA0292.The geoid height was determined by GEOID03.
 RA0292
 RA0292.The dynamic height is computed by dividing the NAVD 88
 RA0292.geopotential number by the normal gravity value computed on the
 RA0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0292.degrees latitude (g = 980.6199 gals.).
 RA0292
 RA0292.The modeled gravity was interpolated from observed gravity values.
 RA0292
 RA0292;                    North         East    Units  Estimated Accuracy
 RA0292;SPC ID W     -   378,760.      718,350.      MT  (+/- 180 meters Scaled)
 RA0292
 RA0292                          SUPERSEDED SURVEY CONTROL
 RA0292
 RA0292  NGVD 29 (??/??/92)  513.50   (m)         1684.7    (f) COMPUTED    2 0
 RA0292
 RA0292.Superseded values are not recommended for survey control.
 RA0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0292.See file dsdata.txt to determine how the superseded data were derived.
 RA0292
 RA0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK167909(NAD 83)
 RA0292_MARKER: DD = SURVEY DISK
 RA0292_SETTING: 80 = SET IN A BOULDER
 RA0292_SP_SET: BOULDER
 RA0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0292+STABILITY: SURFACE MOTION
 RA0292
 RA0292  HISTORY     - Date     Condition        Report By
 RA0292  HISTORY     - UNK      MONUMENTED       DOD
 RA0292  HISTORY     - 1946     GOOD             NGS
 RA0292
 RA0292                          STATION DESCRIPTION
 RA0292
 RA0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0292'4.25 MI NE FROM HOMESTEAD, OR.
 RA0292'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0292'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0292'LEDGE MINE ROAD, THENCE 2.05 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0292'ROAD, BENCH MARK IS 0.1 MILE NORTH OF THE NORTH END OF A HAY FIELD,
 RA0292'19.0 FEET EAST OF CENTER OF THE ROAD, AN OUTLINED CHISELED PYRAMID CUT
 RA0292'ON TOP OF AND 1.8 FEET NORTH OF THE SOUTH END OF A 6X10-FOOT EMBEDDED
 RA0292'BOULDER (LARGEST IN THIS VICINITY), ABOUT 6 FEET ABOVE THE ROAD AND 1
 RA0292'1/2 FEET ABOVE THE GROUND, PAINTED USSBM NO. 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0614 ***********************************************************************
 NU0614  DESIGNATION -  16 R 33=M 179 IA
 NU0614  PID         -  NU0614
 NU0614  STATE/COUNTY-  ID/POWER
 NU0614  USGS QUAD   -  SCHILLER (1971)
 NU0614
 NU0614                         *CURRENT SURVEY CONTROL
 NU0614  ___________________________________________________________________
 NU0614* NAD 83(1986)-  42 52 40.     (N)    112 38 40.     (W)     SCALED    
 NU0614* NAVD 88     -      1345.915  (meters)    4415.72   (feet)  ADJUSTED  
 NU0614  ___________________________________________________________________
 NU0614  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 NU0614  DYNAMIC HT  -        1345.148 (meters)    4413.21  (feet)  COMP
 NU0614  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 NU0614
 NU0614  VERT ORDER  -  SECOND    CLASS 0
 NU0614
 NU0614.The horizontal coordinates were scaled from a topographic map and have
 NU0614.an estimated accuracy of +/- 6 seconds.
 NU0614
 NU0614.The orthometric height was determined by differential leveling
 NU0614.and adjusted by the National Geodetic Survey in June 1991..
 NU0614
 NU0614.The geoid height was determined by GEOID03.
 NU0614
 NU0614.The dynamic height is computed by dividing the NAVD 88
 NU0614.geopotential number by the normal gravity value computed on the
 NU0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0614.degrees latitude (g = 980.6199 gals.).
 NU0614
 NU0614.The modeled gravity was interpolated from observed gravity values.
 NU0614
 NU0614;                    North         East    Units  Estimated Accuracy
 NU0614;SPC ID E     -   134,630.      160,970.      MT  (+/- 180 meters Scaled)
 NU0614
 NU0614                          SUPERSEDED SURVEY CONTROL
 NU0614
 NU0614  NGVD 29 (??/??/92) 1344.89   (m)         4412.4    (f) COMPUTED    2 0
 NU0614
 NU0614.Superseded values are not recommended for survey control.
 NU0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0614.See file dsdata.txt to determine how the superseded data were derived.
 NU0614
 NU0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN656485(NAD 83)
 NU0614_MARKER: P = PIPE CAP
 NU0614_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0614_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0614_STAMPING: 16 1912 R 33 M 179 1935
 NU0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0614
 NU0614  HISTORY     - Date     Condition        Report By
 NU0614  HISTORY     - 1935     MONUMENTED       DI
 NU0614  HISTORY     - 1938     GOOD             NGS
 NU0614  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0614  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0614
 NU0614                          STATION DESCRIPTION
 NU0614
 NU0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0614'0.9 MI SE FROM SCHILLER.
 NU0614'0.9 MILE SOUTHEAST ALONG THE PAULINE ROAD FROM THE UNION PACIFIC
 NU0614'RAILROAD STATION AT SCHILLER, POWER COUNTY, 0.2 MILE SOUTHWEST
 NU0614'(SOUTHEAST) OF A SMALL HOUSE, 40 YARDS NORTH OF THE JUNCTION OF A ROAD
 NU0614'LEADING WEST, AND 85 FEET WEST OF THE CENTERLINE OF THE ROAD. AN
 NU0614'INDIAN ALLOTMENT 2-INCH BRASS CAP, STAMPED M 179 1935 16 1912 R 33 AND
 NU0614'RIVETED TO THE TOP OF A 1-1/2-INCH PIPE.
 NU0614
 NU0614                          STATION RECOVERY (1971)
 NU0614
 NU0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0614'MARK NOT FOUND.
 NU0614
 NU0614                          STATION RECOVERY (1983)
 NU0614
 NU0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0614'NOT RECOVERED.  AREA DESCRIBED IS NOW A WHEAT FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0521 ***********************************************************************
 RY0521  DESIGNATION -  1610.7
 RY0521  PID         -  RY0521
 RY0521  STATE/COUNTY-  ID/CLEARWATER
 RY0521  USGS QUAD   -  PINCHOT BUTTE (1994)
 RY0521
 RY0521                         *CURRENT SURVEY CONTROL
 RY0521  ___________________________________________________________________
 RY0521* NAD 83(1986)-  46 53 03.     (N)    115 55 34.     (W)     SCALED    
 RY0521* NAVD 88     -       491.007  (meters)    1610.91   (feet)  ADJUSTED  
 RY0521  ___________________________________________________________________
 RY0521  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 RY0521  DYNAMIC HT  -         490.952 (meters)    1610.73  (feet)  COMP
 RY0521  MODELED GRAV-     980,488.9   (mgal)                       NAVD 88
 RY0521
 RY0521  VERT ORDER  -  SECOND    CLASS 0
 RY0521
 RY0521.The horizontal coordinates were scaled from a topographic map and have
 RY0521.an estimated accuracy of +/- 6 seconds.
 RY0521
 RY0521.The orthometric height was determined by differential leveling
 RY0521.and adjusted by the National Geodetic Survey in June 1991..
 RY0521
 RY0521.The geoid height was determined by GEOID03.
 RY0521
 RY0521.The dynamic height is computed by dividing the NAVD 88
 RY0521.geopotential number by the normal gravity value computed on the
 RY0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0521.degrees latitude (g = 980.6199 gals.).
 RY0521
 RY0521.The modeled gravity was interpolated from observed gravity values.
 RY0521
 RY0521;                    North         East    Units  Estimated Accuracy
 RY0521;SPC ID W     -   579,730.      786,580.      MT  (+/- 180 meters Scaled)
 RY0521
 RY0521                          SUPERSEDED SURVEY CONTROL
 RY0521
 RY0521  NGVD 29 (??/??/92)  489.852  (m)         1607.12   (f) ADJ UNCH    2 0
 RY0521
 RY0521.Superseded values are not recommended for survey control.
 RY0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0521.See file dsdata.txt to determine how the superseded data were derived.
 RY0521
 RY0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM818928(NAD 83)
 RY0521_MARKER: N = NAIL
 RY0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0521_SP_SET: TREE ROOT
 RY0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0521
 RY0521  HISTORY     - Date     Condition        Report By
 RY0521  HISTORY     - UNK      MONUMENTED       USGS
 RY0521  HISTORY     - 1959     GOOD             NGS
 RY0521
 RY0521                          STATION DESCRIPTION
 RY0521
 RY0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0521'1.0 MI NW FROM BOEHLS CABIN.
 RY0521'ABOUT 1.0 MILE NORTHWEST ALONG THE ELK RIVER ROAD FROM BOEHLS CABIN,
 RY0521'0.6 MILE NORTH OF BENCH MARK Z 130, IN THE TOP OF A ROOT ON THE
 RY0521'NORTHWEST SIDE OF A 48-INCH CEDAR TREE, ABOUT 100 FEET NORTHWEST OF A
 RY0521'LOG CABIN, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 6
 RY0521'FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED NUMBERS 16
 RY0521'10.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0343 ***********************************************************************
 RY0343  DESIGNATION -  1646 B
 RY0343  PID         -  RY0343
 RY0343  STATE/COUNTY-  ID/IDAHO
 RY0343  USGS QUAD   -  STILLMAN POINT (1995)
 RY0343
 RY0343                         *CURRENT SURVEY CONTROL
 RY0343  ___________________________________________________________________
 RY0343* NAD 83(1986)-  46 04 34.     (N)    115 24 43.     (W)     SCALED    
 RY0343* NAVD 88     -       500.034  (meters)    1640.53   (feet)  ADJUSTED  
 RY0343  ___________________________________________________________________
 RY0343  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 RY0343  DYNAMIC HT  -         499.954 (meters)    1640.27  (feet)  COMP
 RY0343  MODELED GRAV-     980,440.4   (mgal)                       NAVD 88
 RY0343
 RY0343  VERT ORDER  -  SECOND    CLASS 0
 RY0343
 RY0343.The horizontal coordinates were scaled from a topographic map and have
 RY0343.an estimated accuracy of +/- 6 seconds.
 RY0343
 RY0343.The orthometric height was determined by differential leveling
 RY0343.and adjusted by the National Geodetic Survey in June 1991..
 RY0343
 RY0343.The geoid height was determined by GEOID03.
 RY0343
 RY0343.The dynamic height is computed by dividing the NAVD 88
 RY0343.geopotential number by the normal gravity value computed on the
 RY0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0343.degrees latitude (g = 980.6199 gals.).
 RY0343
 RY0343.The modeled gravity was interpolated from observed gravity values.
 RY0343
 RY0343;                    North         East    Units  Estimated Accuracy
 RY0343;SPC ID W     -   489,960.      826,150.      MT  (+/- 180 meters Scaled)
 RY0343
 RY0343                          SUPERSEDED SURVEY CONTROL
 RY0343
 RY0343  NGVD 29 (??/??/92)  498.907  (m)         1636.83   (f) ADJ UNCH    2 0
 RY0343
 RY0343.Superseded values are not recommended for survey control.
 RY0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0343.See file dsdata.txt to determine how the superseded data were derived.
 RY0343
 RY0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM227037(NAD 83)
 RY0343_MARKER: DD = SURVEY DISK
 RY0343_SETTING: 80 = SET IN A BOULDER
 RY0343_STAMPING: 1646 B 1911 73
 RY0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0343+STABILITY: SURFACE MOTION
 RY0343
 RY0343  HISTORY     - Date     Condition        Report By
 RY0343  HISTORY     - 1911     MONUMENTED       USGS
 RY0343  HISTORY     - 1965     GOOD             NGS
 RY0343
 RY0343                          STATION DESCRIPTION
 RY0343
 RY0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0343'12.6 MI SE FROM LOWELL.
 RY0343'12.6 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0343'U.S. HIGHWAY 12 AT LOWELL, AT THE CROSSING OF TWENTY THREE MILE CREEK,
 RY0343'IN THE TOP OF A 6- BY 3-FOOT BOULDER PROJECTING ABOUT 3 FEET ABOVE THE
 RY0343'GROUND, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 28.4 FEET EAST
 RY0343'OF THE CENTER OF THE SOUTH END OF A 66-INCH PIPE CULVERT FOR TWENTY
 RY0343'THREE MILE CREEK, 11 FEET SOUTHWEST OF A 20-INCH FIR TREE BEARING A
 RY0343'TELEPHONE WIRE, AND ABOUT 2 FEET HIGHER THAN THE ROAD. NOTE-- THIS
 RY0343'DISK IS SLOPING - THE POINT LEVELED TO WAS THE HIGHEST POINT OF THE
 RY0343'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0244 ***********************************************************************
 OZ0244  DESIGNATION -  17
 OZ0244  PID         -  OZ0244
 OZ0244  STATE/COUNTY-  ID/CAMAS
 OZ0244  USGS QUAD   -  FAIRFIELD (1986)
 OZ0244
 OZ0244                         *CURRENT SURVEY CONTROL
 OZ0244  ___________________________________________________________________
 OZ0244* NAD 83(1986)-  43 20 31.     (N)    114 47 29.     (W)     SCALED    
 OZ0244* NAVD 88     -      1542.610  (meters)    5061.05   (feet)  ADJUSTED  
 OZ0244  ___________________________________________________________________
 OZ0244  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0244  DYNAMIC HT  -        1541.719 (meters)    5058.12  (feet)  COMP
 OZ0244  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 OZ0244
 OZ0244  VERT ORDER  -  SECOND    CLASS 0
 OZ0244
 OZ0244.The horizontal coordinates were scaled from a topographic map and have
 OZ0244.an estimated accuracy of +/- 6 seconds.
 OZ0244
 OZ0244.The orthometric height was determined by differential leveling
 OZ0244.and adjusted by the National Geodetic Survey in June 1991..
 OZ0244
 OZ0244.The geoid height was determined by GEOID03.
 OZ0244
 OZ0244.The dynamic height is computed by dividing the NAVD 88
 OZ0244.geopotential number by the normal gravity value computed on the
 OZ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0244.degrees latitude (g = 980.6199 gals.).
 OZ0244
 OZ0244.The modeled gravity was interpolated from observed gravity values.
 OZ0244
 OZ0244;                    North         East    Units  Estimated Accuracy
 OZ0244;SPC ID C     -   186,390.      435,830.      MT  (+/- 180 meters Scaled)
 OZ0244
 OZ0244                          SUPERSEDED SURVEY CONTROL
 OZ0244
 OZ0244  NGVD 29 (??/??/92) 1541.528  (m)         5057.50   (f) ADJ UNCH    2 0
 OZ0244
 OZ0244.Superseded values are not recommended for survey control.
 OZ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0244.See file dsdata.txt to determine how the superseded data were derived.
 OZ0244
 OZ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ790011(NAD 83)
 OZ0244_MARKER: DD = SURVEY DISK
 OZ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0244+STABILITY: SURFACE MOTION
 OZ0244
 OZ0244  HISTORY     - Date     Condition        Report By
 OZ0244  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0244  HISTORY     - 1950     GOOD             NGS
 OZ0244  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0244
 OZ0244                          STATION DESCRIPTION
 OZ0244
 OZ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0244'0.3 MI S FROM FAIRFIELD.
 OZ0244'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0244'AT THE INTERSECTION OF STATE HIGHWAY 68, 39 1/2 FEET NORTH OF THE
 OZ0244'CENTER LINE OF THE HIGHWAY, 34 1/2 FEET WEST OF THE CENTER LINE OF
 OZ0244'CENTER STREET, 0.6 FOOT EAST OF A CONCRETE POST (LETTERING MUTILATED),
 OZ0244'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OZ0244'POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 OZ0244
 OZ0244                          STATION RECOVERY (1981)
 OZ0244
 OZ0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0266 ***********************************************************************
 QZ0266  DESIGNATION -  17
 QZ0266  PID         -  QZ0266
 QZ0266  STATE/COUNTY-  ID/IDAHO
 QZ0266  USGS QUAD   -  ELK CITY (1995)
 QZ0266
 QZ0266                         *CURRENT SURVEY CONTROL
 QZ0266  ___________________________________________________________________
 QZ0266* NAD 83(1986)-  45 49 40.     (N)    115 26 43.     (W)     SCALED    
 QZ0266* NAVD 88     -      1214.753  (meters)    3985.40   (feet)  ADJUSTED  
 QZ0266  ___________________________________________________________________
 QZ0266  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 QZ0266  DYNAMIC HT  -        1214.410 (meters)    3984.28  (feet)  COMP
 QZ0266  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 QZ0266
 QZ0266  VERT ORDER  -  FIRST     CLASS II
 QZ0266
 QZ0266.The horizontal coordinates were scaled from a topographic map and have
 QZ0266.an estimated accuracy of +/- 6 seconds.
 QZ0266
 QZ0266.The orthometric height was determined by differential leveling
 QZ0266.and adjusted by the National Geodetic Survey in June 1991..
 QZ0266
 QZ0266.The geoid height was determined by GEOID03.
 QZ0266
 QZ0266.The dynamic height is computed by dividing the NAVD 88
 QZ0266.geopotential number by the normal gravity value computed on the
 QZ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0266.degrees latitude (g = 980.6199 gals.).
 QZ0266
 QZ0266.The modeled gravity was interpolated from observed gravity values.
 QZ0266
 QZ0266;                    North         East    Units  Estimated Accuracy
 QZ0266;SPC ID W     -   462,340.      823,680.      MT  (+/- 180 meters Scaled)
 QZ0266
 QZ0266                          SUPERSEDED SURVEY CONTROL
 QZ0266
 QZ0266  NGVD 29 (??/??/92) 1213.661  (m)         3981.82   (f) ADJ UNCH    1 2
 QZ0266
 QZ0266.Superseded values are not recommended for survey control.
 QZ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0266.See file dsdata.txt to determine how the superseded data were derived.
 QZ0266
 QZ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL207760(NAD 83)
 QZ0266_MARKER: DD = SURVEY DISK
 QZ0266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QZ0266_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QZ0266_STAMPING: 17 1927
 QZ0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0266
 QZ0266  HISTORY     - Date     Condition        Report By
 QZ0266  HISTORY     - 1927     MONUMENTED       USGS
 QZ0266  HISTORY     - 1945     GOOD             NGS
 QZ0266
 QZ0266                          STATION DESCRIPTION
 QZ0266
 QZ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0266'0.4 MI W FROM ELK CITY.
 QZ0266'ALONG CONNER - GRANGEVILLE ROAD, 0.4 MILE WEST OF THE POST OFFICE AT
 QZ0266'ELK CITY, AT JUNCTION OF ROAD LEADING TO NEWSOME, 49.0 FEET SOUTH OF
 QZ0266'CENTERLINE OF NEWSOME ROAD, 38.5 FEET WEST OF CENTERLINE OF CONNER -
 QZ0266'GRANGEVILLE ROAD, 20.0 FEET EAST OF A 2-FOOT PINE TREE, 4.5 FEET
 QZ0266'SOUTHWEST OF A FENCE CORNER POST, 3.7 FEET WEST OF A REFERENCE POST,
 QZ0266'SET IN TOP OF A 3 1/2 INCH IRON PIPE FILLED WITH CONCRETE AND
 QZ0266'PROJECTING 1.2 FOOT ABOVE GROUND, ABOUT 3 FEET ABOVE ROAD.  USGS
 QZ0266'BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0362 ***********************************************************************
 NT0362  DESIGNATION -  17
 NT0362  PID         -  NT0362
 NT0362  STATE/COUNTY-  ID/FRANKLIN
 NT0362  USGS QUAD   -  FRANKLIN (1969)
 NT0362
 NT0362                         *CURRENT SURVEY CONTROL
 NT0362  ___________________________________________________________________
 NT0362* NAD 83(1986)-  42 01 12.     (N)    111 48 16.     (W)     SCALED    
 NT0362* NAVD 88     -      1367.537  (meters)    4486.66   (feet)  ADJUSTED  
 NT0362  ___________________________________________________________________
 NT0362  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NT0362  DYNAMIC HT  -        1366.600 (meters)    4483.59  (feet)  COMP
 NT0362  MODELED GRAV-     979,889.8   (mgal)                       NAVD 88
 NT0362
 NT0362  VERT ORDER  -  SECOND    CLASS 0
 NT0362
 NT0362.The horizontal coordinates were scaled from a topographic map and have
 NT0362.an estimated accuracy of +/- 6 seconds.
 NT0362
 NT0362.The orthometric height was determined by differential leveling
 NT0362.and adjusted by the National Geodetic Survey in June 1991..
 NT0362
 NT0362.The geoid height was determined by GEOID03.
 NT0362
 NT0362.The dynamic height is computed by dividing the NAVD 88
 NT0362.geopotential number by the normal gravity value computed on the
 NT0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0362.degrees latitude (g = 980.6199 gals.).
 NT0362
 NT0362.The modeled gravity was interpolated from observed gravity values.
 NT0362
 NT0362;                    North         East    Units  Estimated Accuracy
 NT0362;SPC ID E     -    39,310.      230,000.      MT  (+/- 180 meters Scaled)
 NT0362
 NT0362                          SUPERSEDED SURVEY CONTROL
 NT0362
 NT0362  NGVD 29 (??/??/92) 1366.54   (m)         4483.4    (f) COMPUTED    2 0
 NT0362
 NT0362.Superseded values are not recommended for survey control.
 NT0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0362.See file dsdata.txt to determine how the superseded data were derived.
 NT0362
 NT0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM333523(NAD 83)
 NT0362_MARKER: DD = SURVEY DISK
 NT0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0362_STAMPING: 17
 NT0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0362+STABILITY: SURFACE MOTION
 NT0362
 NT0362  HISTORY     - Date     Condition        Report By
 NT0362  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0362  HISTORY     - 1951     GOOD             NGS
 NT0362
 NT0362                          STATION DESCRIPTION
 NT0362
 NT0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0362'0.2 MI NW FROM FRANKLIN.
 NT0362'ABOUT 0.2 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE
 NT0362'AT FRANKLIN, AT AN OFF-SET IN THE FENCE, 81.2 FEET NORTHEAST OF THE
 NT0362'CENTER LINE OF THE HIGHWAY, 79.8 FEET NORTH OF THE NORTHEAST END OF A
 NT0362'36-INCH CORRUGATED METAL CULVERT UNDER THE HIGHWAY, 20 FEET NORTHEAST
 NT0362'OF BENCH-MARK 16 (DPW), 1.2 FEET NORTHWEST OF A FENCE CORNER, ABOUT 10
 NT0362'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 NT0362'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0224 ***********************************************************************
 SV0224  DESIGNATION -  17 2278
 SV0224  PID         -  SV0224
 SV0224  STATE/COUNTY-  ID/SHOSHONE
 SV0224  USGS QUAD   -  MARBLE CREEK (1995)
 SV0224
 SV0224                         *CURRENT SURVEY CONTROL
 SV0224  ___________________________________________________________________
 SV0224* NAD 83(1986)-  47 15 36.     (N)    116 04 05.     (W)     SCALED    
 SV0224* NAVD 88     -       694.543  (meters)    2278.68   (feet)  ADJUSTED  
 SV0224  ___________________________________________________________________
 SV0224  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 SV0224  DYNAMIC HT  -         694.512 (meters)    2278.58  (feet)  COMP
 SV0224  MODELED GRAV-     980,546.4   (mgal)                       NAVD 88
 SV0224
 SV0224  VERT ORDER  -  SECOND    CLASS 0
 SV0224
 SV0224.The horizontal coordinates were scaled from a topographic map and have
 SV0224.an estimated accuracy of +/- 6 seconds.
 SV0224
 SV0224.The orthometric height was determined by differential leveling
 SV0224.and adjusted by the National Geodetic Survey in June 1991..
 SV0224
 SV0224.The geoid height was determined by GEOID03.
 SV0224
 SV0224.The dynamic height is computed by dividing the NAVD 88
 SV0224.geopotential number by the normal gravity value computed on the
 SV0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0224.degrees latitude (g = 980.6199 gals.).
 SV0224
 SV0224.The modeled gravity was interpolated from observed gravity values.
 SV0224
 SV0224;                    North         East    Units  Estimated Accuracy
 SV0224;SPC ID W     -   621,550.      775,930.      MT  (+/- 180 meters Scaled)
 SV0224
 SV0224                          SUPERSEDED SURVEY CONTROL
 SV0224
 SV0224  NGVD 29 (??/??/92)  693.41   (m)         2275.0    (f) COMPUTED    2 0
 SV0224
 SV0224.Superseded values are not recommended for survey control.
 SV0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0224.See file dsdata.txt to determine how the superseded data were derived.
 SV0224
 SV0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN705344(NAD 83)
 SV0224_MARKER: P = PIPE CAP
 SV0224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0224_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0224_STAMPING: 17 2278 FT 1911
 SV0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0224
 SV0224  HISTORY     - Date     Condition        Report By
 SV0224  HISTORY     - 1911     MONUMENTED       USGS
 SV0224  HISTORY     - 1963     GOOD             NGS
 SV0224
 SV0224                          STATION DESCRIPTION
 SV0224
 SV0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0224'6.8 MI E FROM CALDER.
 SV0224'6.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0224'RAILROAD FROM THE STATION AT CALDER, 0.4 MILE WEST OF MILE POST NO.
 SV0224'1788, 260 FEET EAST OF THE EAST END OF BRIDGE NO. EE 4 OVER BLACK
 SV0224'PRINCE CREEK, 150 FEET EAST OF TELEPHONE POLE NO. 90, 23 FEET SOUTH
 SV0224'AND ACROSS THE TRACKS FROM A GUIDE POST WITH THE LETTERS B M PAINTED
 SV0224'ON IT, 15 FEET NORTH OF THE BANK OF THE RIVER AND 12 FEET SOUTH OF THE
 SV0224'CENTER OF THE RAILROAD TRACKS.  A U.S. GEOLOGICAL SURVEY CAP RIVETED
 SV0224'TO THE TOP OF A 3 1/2-INCH IRON PIPE THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0462 ***********************************************************************
 QZ0462  DESIGNATION -  17 A
 QZ0462  PID         -  QZ0462
 QZ0462  STATE/COUNTY-  ID/IDAHO
 QZ0462  USGS QUAD   -  BURGDORF (1989)
 QZ0462
 QZ0462                         *CURRENT SURVEY CONTROL
 QZ0462  ___________________________________________________________________
 QZ0462* NAD 83(1986)-  45 21 25.     (N)    115 57 43.     (W)     SCALED    
 QZ0462* NAVD 88     -      1980.297  (meters)    6497.02   (feet)  ADJUSTED  
 QZ0462  ___________________________________________________________________
 QZ0462  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 QZ0462  DYNAMIC HT  -        1979.344 (meters)    6493.90  (feet)  COMP
 QZ0462  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 QZ0462
 QZ0462  VERT ORDER  -  SECOND    CLASS 0
 QZ0462
 QZ0462.The horizontal coordinates were scaled from a topographic map and have
 QZ0462.an estimated accuracy of +/- 6 seconds.
 QZ0462
 QZ0462.The orthometric height was determined by differential leveling
 QZ0462.and adjusted by the National Geodetic Survey in June 1991..
 QZ0462
 QZ0462.The geoid height was determined by GEOID03.
 QZ0462
 QZ0462.The dynamic height is computed by dividing the NAVD 88
 QZ0462.geopotential number by the normal gravity value computed on the
 QZ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0462.degrees latitude (g = 980.6199 gals.).
 QZ0462
 QZ0462.The modeled gravity was interpolated from observed gravity values.
 QZ0462
 QZ0462;                    North         East    Units  Estimated Accuracy
 QZ0462;SPC ID W     -   409,990.      783,390.      MT  (+/- 180 meters Scaled)
 QZ0462
 QZ0462                          SUPERSEDED SURVEY CONTROL
 QZ0462
 QZ0462  NGVD 29 (??/??/92) 1978.972  (m)         6492.68   (f) ADJ UNCH    2 0
 QZ0462
 QZ0462.Superseded values are not recommended for survey control.
 QZ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0462.See file dsdata.txt to determine how the superseded data were derived.
 QZ0462
 QZ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL813231(NAD 83)
 QZ0462_MARKER: DD = SURVEY DISK
 QZ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0462_STAMPING: 17 A 1938
 QZ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0462+STABILITY: SURFACE MOTION
 QZ0462
 QZ0462  HISTORY     - Date     Condition        Report By
 QZ0462  HISTORY     - 1938     MONUMENTED       USGS
 QZ0462  HISTORY     - 1959     GOOD             NGS
 QZ0462
 QZ0462                          STATION DESCRIPTION
 QZ0462
 QZ0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QZ0462'6.55 MI N FROM BURGDORF.
 QZ0462'6.55 MILES NORTH ALONG A GRAVEL ROAD FROM THE STORE AT BURGDORF, AT
 QZ0462'THE CROSSING OF TOLLER DITCH, 24 FEET NORTH OF THE CENTER LINE OF THE
 QZ0462'ROAD, 66 FEET NORTHEAST OF AND ACROSS THE ROAD FROM A POST SUPPORTING
 QZ0462'A TOLLER DITCH SIGN, 65 FEET EAST OF THE NORTH END OF A 24-INCH PIPE
 QZ0462'CULVERT UNDER THE ROAD, 0.9 FOOT NORTH OF A WITNESS POST, ABOUT 2 1/2
 QZ0462'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 QZ0462'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0369 ***********************************************************************
 QZ0369  DESIGNATION -  17 A
 QZ0369  PID         -  QZ0369
 QZ0369  STATE/COUNTY-  ID/VALLEY
 QZ0369  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0369
 QZ0369                         *CURRENT SURVEY CONTROL
 QZ0369  ___________________________________________________________________
 QZ0369* NAD 83(1986)-  45 01 33.     (N)    115 42 28.     (W)     SCALED    
 QZ0369* NAVD 88     -      1109.970  (meters)    3641.63   (feet)  ADJUSTED  
 QZ0369  ___________________________________________________________________
 QZ0369  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 QZ0369  DYNAMIC HT  -        1109.507 (meters)    3640.11  (feet)  COMP
 QZ0369  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 QZ0369
 QZ0369  VERT ORDER  -  SECOND    CLASS 0
 QZ0369
 QZ0369.The horizontal coordinates were scaled from a topographic map and have
 QZ0369.an estimated accuracy of +/- 6 seconds.
 QZ0369
 QZ0369.The orthometric height was determined by differential leveling
 QZ0369.and adjusted by the National Geodetic Survey in June 1991..
 QZ0369
 QZ0369.The geoid height was determined by GEOID03.
 QZ0369
 QZ0369.The dynamic height is computed by dividing the NAVD 88
 QZ0369.geopotential number by the normal gravity value computed on the
 QZ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0369.degrees latitude (g = 980.6199 gals.).
 QZ0369
 QZ0369.The modeled gravity was interpolated from observed gravity values.
 QZ0369
 QZ0369;                    North         East    Units  Estimated Accuracy
 QZ0369;SPC ID W     -   373,180.      803,330.      MT  (+/- 180 meters Scaled)
 QZ0369
 QZ0369                          SUPERSEDED SURVEY CONTROL
 QZ0369
 QZ0369  NGVD 29 (??/??/92) 1108.81   (m)         3637.8    (f) COMPUTED    2 0
 QZ0369
 QZ0369.Superseded values are not recommended for survey control.
 QZ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0369.See file dsdata.txt to determine how the superseded data were derived.
 QZ0369
 QZ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK018866(NAD 83)
 QZ0369_MARKER: DD = SURVEY DISK
 QZ0369_SETTING: 80 = SET IN A BOULDER
 QZ0369_SP_SET: BOULDER
 QZ0369_STAMPING: 17 A 1939
 QZ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0369+STABILITY: SURFACE MOTION
 QZ0369
 QZ0369  HISTORY     - Date     Condition        Report By
 QZ0369  HISTORY     - 1939     MONUMENTED       USGS
 QZ0369  HISTORY     - 1948     GOOD             NGS
 QZ0369
 QZ0369                          STATION DESCRIPTION
 QZ0369
 QZ0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QZ0369'IN MOUTH OF SECESH RIVER.
 QZ0369'AT THE MOUTH OF THE SECESH RIVER, ABOUT 180 FEET EAST OF THE NORTHEAST
 QZ0369'CORNER OF THE LARGE WOODEN BRIDGE OVER THE RIVER, 33.0 FEET NORTH OF
 QZ0369'THE CENTER LINE OF A DIRT ROAD LEADING NORTH TO THE SOUTH FORK TRAIL,
 QZ0369'SET IN THE TOP OF A GRANITE ROCK BOULDER PROJECTING 1.5 FEET ABOVE THE
 QZ0369'GROUND AND ABOUT 2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0486 ***********************************************************************
 NW0486  DESIGNATION -  17 EMH
 NW0486  PID         -  NW0486
 NW0486  STATE/COUNTY-  ID/OWYHEE
 NW0486  USGS QUAD   -  CLOVER MTN (1972)
 NW0486
 NW0486                         *CURRENT SURVEY CONTROL
 NW0486  ___________________________________________________________________
 NW0486* NAD 83(1986)-  42 38 55.     (N)    116 27 30.     (W)     SCALED    
 NW0486* NAVD 88     -      1855.631  (meters)    6088.02   (feet)  POSTED    
 NW0486  ___________________________________________________________________
 NW0486  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 NW0486  DYNAMIC HT  -        1854.390 (meters)    6083.94  (feet)  COMP
 NW0486  MODELED GRAV-     979,885.5   (mgal)                       NAVD 88
 NW0486
 NW0486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0486
 NW0486.The horizontal coordinates were scaled from a topographic map and have
 NW0486.an estimated accuracy of +/- 6 seconds.
 NW0486
 NW0486.The orthometric height was determined by differential leveling
 NW0486.and adjusted by the National Geodetic Survey in 1992..
 NW0486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0486.rate of 0.0 thru 1.0 mm/km.
 NW0486
 NW0486.The geoid height was determined by GEOID03.
 NW0486
 NW0486.The dynamic height is computed by dividing the NAVD 88
 NW0486.geopotential number by the normal gravity value computed on the
 NW0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0486.degrees latitude (g = 980.6199 gals.).
 NW0486
 NW0486.The modeled gravity was interpolated from observed gravity values.
 NW0486
 NW0486;                    North         East    Units  Estimated Accuracy
 NW0486;SPC ID W     -   109,310.      741,920.      MT  (+/- 180 meters Scaled)
 NW0486
 NW0486                          SUPERSEDED SURVEY CONTROL
 NW0486
 NW0486.No superseded survey control is available for this station.
 NW0486
 NW0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH444219(NAD 83)
 NW0486_MARKER: DD = SURVEY DISK
 NW0486_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0486_SP_SET: COPPER-CLAD STEEL ROD
 NW0486_STAMPING: 17 EMH 1972 6084
 NW0486_MARK LOGO: USGS  
 NW0486_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0486+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0486
 NW0486  HISTORY     - Date     Condition        Report By
 NW0486  HISTORY     - 1972     MONUMENTED       USGS
 NW0486
 NW0486                          STATION DESCRIPTION
 NW0486
 NW0486'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0486'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0486'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, AT THE
 NW0486'JUNCTION WITH MUD FLAT ROAD, 6.4 MILES NORTHEAST OF MUD FLAT RESOURCE
 NW0486'AREA FIELD STATION, ALONG MUD FLAT ROAD, AT THE JUNCTION WITH ANTELOPE
 NW0486'RIDGE ROAD, 30 FEET SOUTHEAST AND ABOUT 2.0 FEET HIGHER THAN THE
 NW0486'JUNCTION AND IN LINE WITH A PROLONGATION OF THE ANTELOPE RIDGE ROAD,
 NW0486'A 5/8-INCH COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE
 NW0486'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0443 ***********************************************************************
 NW0443  DESIGNATION -  17 FMK
 NW0443  PID         -  NW0443
 NW0443  STATE/COUNTY-  ID/OWYHEE
 NW0443  USGS QUAD   -  COMBINATION RIDGE (1990)
 NW0443
 NW0443                         *CURRENT SURVEY CONTROL
 NW0443  ___________________________________________________________________
 NW0443* NAD 83(1986)-  42 51 31.     (N)    116 45 14.     (W)     SCALED    
 NW0443* NAVD 88     -      1597.366  (meters)    5240.69   (feet)  POSTED    
 NW0443  ___________________________________________________________________
 NW0443  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 NW0443  DYNAMIC HT  -        1596.380 (meters)    5237.46  (feet)  COMP
 NW0443  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 NW0443
 NW0443  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0443
 NW0443.The horizontal coordinates were scaled from a topographic map and have
 NW0443.an estimated accuracy of +/- 6 seconds.
 NW0443
 NW0443.The orthometric height was determined by differential leveling
 NW0443.and adjusted by the National Geodetic Survey in 1992..
 NW0443.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0443.rate of 1.1 thru 2.0 mm/km.
 NW0443
 NW0443.The geoid height was determined by GEOID03.
 NW0443
 NW0443.The dynamic height is computed by dividing the NAVD 88
 NW0443.geopotential number by the normal gravity value computed on the
 NW0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0443.degrees latitude (g = 980.6199 gals.).
 NW0443
 NW0443.The modeled gravity was interpolated from observed gravity values.
 NW0443
 NW0443;                    North         East    Units  Estimated Accuracy
 NW0443;SPC ID W     -   132,880.      717,960.      MT  (+/- 180 meters Scaled)
 NW0443
 NW0443                          SUPERSEDED SURVEY CONTROL
 NW0443
 NW0443.No superseded survey control is available for this station.
 NW0443
 NW0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH201451(NAD 83)
 NW0443_MARKER: DD = SURVEY DISK
 NW0443_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0443_SP_SET: PREFAB CONC. POST IN EARTH
 NW0443_STAMPING: 17 FMK 1964
 NW0443_MARK LOGO: USGS  
 NW0443_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0443+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0443
 NW0443  HISTORY     - Date     Condition        Report By
 NW0443  HISTORY     - 1964     MONUMENTED       USGS
 NW0443
 NW0443                          STATION DESCRIPTION
 NW0443
 NW0443'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0443'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0443'SOUTHEAST ALONG COUNTY ROAD, THENCE 17.8 MILES SOUTHEAST ALONG FLINT
 NW0443'CREEK ROAD, 49 FEET NORTHEAST AND 4 FEET HIGHER THAN THE ROAD, 5 FEET
 NW0443'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0543 ***********************************************************************
 NW0543  DESIGNATION -  17 MDC
 NW0543  PID         -  NW0543
 NW0543  STATE/COUNTY-  ID/OWYHEE
 NW0543  USGS QUAD   -  FAIRYLAWN (1973)
 NW0543
 NW0543                         *CURRENT SURVEY CONTROL
 NW0543  ___________________________________________________________________
 NW0543* NAD 83(1986)-  42 33 03.     (N)    116 56 32.     (W)     SCALED    
 NW0543* NAVD 88     -      1643.189  (meters)    5391.03   (feet)  POSTED    
 NW0543  ___________________________________________________________________
 NW0543  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 NW0543  DYNAMIC HT  -        1642.150 (meters)    5387.62  (feet)  COMP
 NW0543  MODELED GRAV-     979,932.4   (mgal)                       NAVD 88
 NW0543
 NW0543  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0543
 NW0543.The horizontal coordinates were scaled from a topographic map and have
 NW0543.an estimated accuracy of +/- 6 seconds.
 NW0543
 NW0543.The orthometric height was determined by differential leveling
 NW0543.and adjusted by the National Geodetic Survey in 1992..
 NW0543.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0543.rate of 0.0 thru 1.0 mm/km.
 NW0543
 NW0543.The geoid height was determined by GEOID03.
 NW0543
 NW0543.The dynamic height is computed by dividing the NAVD 88
 NW0543.geopotential number by the normal gravity value computed on the
 NW0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0543.degrees latitude (g = 980.6199 gals.).
 NW0543
 NW0543.The modeled gravity was interpolated from observed gravity values.
 NW0543
 NW0543;                    North         East    Units  Estimated Accuracy
 NW0543;SPC ID W     -    98,890.      702,090.      MT  (+/- 180 meters Scaled)
 NW0543
 NW0543                          SUPERSEDED SURVEY CONTROL
 NW0543
 NW0543.No superseded survey control is available for this station.
 NW0543
 NW0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH047109(NAD 83)
 NW0543_MARKER: DD = SURVEY DISK
 NW0543_SETTING: 80 = SET IN A BOULDER
 NW0543_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 NW0543_STAMPING: 17 MDC 1973 5387
 NW0543_MARK LOGO: USGS  
 NW0543_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0543+STABILITY: SURFACE MOTION
 NW0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0543+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0543
 NW0543  HISTORY     - Date     Condition        Report By
 NW0543  HISTORY     - 1973     MONUMENTED       USGS
 NW0543
 NW0543                          STATION DESCRIPTION
 NW0543
 NW0543'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0543'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0543'SOUTH ALONG A GRAVELED ROAD, THENCE 16.8 MILES SOUTH AND EAST ALONG A
 NW0543'DIRT ROAD TOWARD GRANDVIEW, IDAHO, 0.5 MILES SOUTHEAST OF THE TURNOFF
 NW0543'TO PLEASANT VALLEY CREEK, 29 FEET SOUTHWEST OF THE CENTERLINE OF THE
 NW0543'ROAD, 4 FEET HIGHER THAN THE ROAD BED, CEMENTED IN A LAVA BOULDER
 NW0543'PROJECTING 2.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0294 ***********************************************************************
 RA0294  DESIGNATION -  17 N
 RA0294  PID         -  RA0294
 RA0294  STATE/COUNTY-  ID/ADAMS
 RA0294  USGS QUAD   -  HOMESTEAD (1990)
 RA0294
 RA0294                         *CURRENT SURVEY CONTROL
 RA0294  ___________________________________________________________________
 RA0294* NAD 83(1986)-  45 05 12.     (N)    116 46 56.     (W)     SCALED    
 RA0294* NAVD 88     -       500.622  (meters)    1642.46   (feet)  ADJUSTED  
 RA0294  ___________________________________________________________________
 RA0294  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 RA0294  DYNAMIC HT  -         500.486 (meters)    1642.01  (feet)  COMP
 RA0294  MODELED GRAV-     980,333.1   (mgal)                       NAVD 88
 RA0294
 RA0294  VERT ORDER  -  SECOND    CLASS 0
 RA0294
 RA0294.The horizontal coordinates were scaled from a topographic map and have
 RA0294.an estimated accuracy of +/- 6 seconds.
 RA0294
 RA0294.The orthometric height was determined by differential leveling
 RA0294.and adjusted by the National Geodetic Survey in June 1991..
 RA0294
 RA0294.The geoid height was determined by GEOID03.
 RA0294
 RA0294.The dynamic height is computed by dividing the NAVD 88
 RA0294.geopotential number by the normal gravity value computed on the
 RA0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0294.degrees latitude (g = 980.6199 gals.).
 RA0294
 RA0294.The modeled gravity was interpolated from observed gravity values.
 RA0294
 RA0294;                    North         East    Units  Estimated Accuracy
 RA0294;SPC ID W     -   380,460.      718,740.      MT  (+/- 180 meters Scaled)
 RA0294
 RA0294                          SUPERSEDED SURVEY CONTROL
 RA0294
 RA0294  NGVD 29 (??/??/92)  499.58   (m)         1639.0    (f) COMPUTED    2 0
 RA0294
 RA0294.Superseded values are not recommended for survey control.
 RA0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0294.See file dsdata.txt to determine how the superseded data were derived.
 RA0294
 RA0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK171926(NAD 83)
 RA0294_MARKER: Z = SEE DESCRIPTION
 RA0294_SETTING: 66 = SET IN ROCK OUTCROP
 RA0294_SP_SET: ROCK OUTCROP
 RA0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0294+STABILITY: POSITION/ELEVATION WELL
 RA0294
 RA0294  HISTORY     - Date     Condition        Report By
 RA0294  HISTORY     - UNK      MONUMENTED       DOD
 RA0294  HISTORY     - 1946     GOOD             NGS
 RA0294
 RA0294                          STATION DESCRIPTION
 RA0294
 RA0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0294'5.35 MI NE FROM HOMESTEAD, OR.
 RA0294'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0294'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0294'LEDGE MINE ROAD, THENCE 3.15 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0294'ROAD, BENCH MARK IS 79.0 FEET SOUTH OF A LONE 2 1/2 FOOT PINE TREE,
 RA0294'24.0 FEET WEST OF THE CENTER OF THE WEST FACE OF A ROCK CLIFF WHICH IS
 RA0294'31 FEET LONG AND CAUSES THE ROAD TO BE VERY NARROW AT THIS POINT, 17.5
 RA0294'FEET WEST OF CENTER OF THE ROAD, AN OUTLINED CHISELED PYRAMID CUT ON
 RA0294'TOP OF AND 1.0 FOOT SOUTHEAST OF THE HIGHEST POINT OF A LARGE ROCK
 RA0294'OUTCROP, ABOUT 2 FEET ABOVE THE ROAD, PAINTED USSBM NO. 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0608 ***********************************************************************
 RY0608  DESIGNATION -  1745.13
 RY0608  PID         -  RY0608
 RY0608  STATE/COUNTY-  ID/CLEARWATER
 RY0608  USGS QUAD   -  SHEEP MOUNTAIN (1994)
 RY0608
 RY0608                         *CURRENT SURVEY CONTROL
 RY0608  ___________________________________________________________________
 RY0608* NAD 83(1986)-  46 50 10.     (N)    115 33 51.     (W)     SCALED    
 RY0608* NAVD 88     -       532.931  (meters)    1748.46   (feet)  ADJUSTED  
 RY0608  ___________________________________________________________________
 RY0608  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 RY0608  DYNAMIC HT  -         532.850 (meters)    1748.19  (feet)  COMP
 RY0608  MODELED GRAV-     980,449.7   (mgal)                       NAVD 88
 RY0608
 RY0608  VERT ORDER  -  SECOND    CLASS 0
 RY0608
 RY0608.The horizontal coordinates were scaled from a topographic map and have
 RY0608.an estimated accuracy of +/- 6 seconds.
 RY0608
 RY0608.The orthometric height was determined by differential leveling
 RY0608.and adjusted by the National Geodetic Survey in June 1991..
 RY0608
 RY0608.The geoid height was determined by GEOID03.
 RY0608
 RY0608.The dynamic height is computed by dividing the NAVD 88
 RY0608.geopotential number by the normal gravity value computed on the
 RY0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0608.degrees latitude (g = 980.6199 gals.).
 RY0608
 RY0608.The modeled gravity was interpolated from observed gravity values.
 RY0608
 RY0608;                    North         East    Units  Estimated Accuracy
 RY0608;SPC ID W     -   574,390.      814,180.      MT  (+/- 180 meters Scaled)
 RY0608
 RY0608                          SUPERSEDED SURVEY CONTROL
 RY0608
 RY0608  NGVD 29 (??/??/92)  531.763  (m)         1744.63   (f) ADJ UNCH    2 0
 RY0608
 RY0608.Superseded values are not recommended for survey control.
 RY0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0608.See file dsdata.txt to determine how the superseded data were derived.
 RY0608
 RY0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM094879(NAD 83)
 RY0608_MARKER: N = NAIL
 RY0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0608_SP_SET: TREE
 RY0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0608
 RY0608  HISTORY     - Date     Condition        Report By
 RY0608  HISTORY     - UNK      MONUMENTED       USGS
 RY0608  HISTORY     - 1959     GOOD             NGS
 RY0608
 RY0608                          STATION DESCRIPTION
 RY0608
 RY0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0608'56.1 MI NE FROM AHSAHKA.
 RY0608'ABOUT 56.1 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0608'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE NORTHWEST SIDE OF THE
 RY0608'RIVER, IN THE TOP OF A ROOT ON THE NORTHWEST SIDE OF A 30-INCH CEDAR
 RY0608'TREE, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL, AND ABOUT 4
 RY0608'FEET LOWER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0056 ***********************************************************************
 TO0056  DESIGNATION -  1770.2
 TO0056  PID         -  TO0056
 TO0056  STATE/COUNTY-  ID/BOUNDARY
 TO0056  USGS QUAD   -  BONNERS FERRY (1996)
 TO0056
 TO0056                         *CURRENT SURVEY CONTROL
 TO0056  ___________________________________________________________________
 TO0056* NAD 83(1986)-  48 41 47.     (N)    116 15 45.     (W)     SCALED    
 TO0056* NAVD 88     -       540.724  (meters)    1774.03   (feet)  ADJUSTED  
 TO0056  ___________________________________________________________________
 TO0056  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 TO0056  DYNAMIC HT  -         540.767 (meters)    1774.17  (feet)  COMP
 TO0056  MODELED GRAV-     980,674.4   (mgal)                       NAVD 88
 TO0056
 TO0056  VERT ORDER  -  FIRST     CLASS II
 TO0056
 TO0056.The horizontal coordinates were scaled from a topographic map and have
 TO0056.an estimated accuracy of +/- 6 seconds.
 TO0056
 TO0056.The orthometric height was determined by differential leveling
 TO0056.and adjusted by the National Geodetic Survey in June 1991..
 TO0056
 TO0056.The geoid height was determined by GEOID03.
 TO0056
 TO0056.The dynamic height is computed by dividing the NAVD 88
 TO0056.geopotential number by the normal gravity value computed on the
 TO0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0056.degrees latitude (g = 980.6199 gals.).
 TO0056
 TO0056.The modeled gravity was interpolated from observed gravity values.
 TO0056
 TO0056;                    North         East    Units  Estimated Accuracy
 TO0056;SPC ID W     -   781,330.      762,280.      MT  (+/- 180 meters Scaled)
 TO0056
 TO0056                          SUPERSEDED SURVEY CONTROL
 TO0056
 TO0056  NGVD 29 (??/??/92)  539.532  (m)         1770.11   (f) ADJ UNCH    1 2
 TO0056
 TO0056.Superseded values are not recommended for survey control.
 TO0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0056.See file dsdata.txt to determine how the superseded data were derived.
 TO0056
 TO0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP542939(NAD 83)
 TO0056_MARKER: Q = CHISELED SQUARE
 TO0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0056_SP_SET: CULVERT
 TO0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0056
 TO0056  HISTORY     - Date     Condition        Report By
 TO0056  HISTORY     - UNK      MONUMENTED       USGS
 TO0056  HISTORY     - 1934     GOOD             IDDT
 TO0056
 TO0056                          STATION DESCRIPTION
 TO0056
 TO0056'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0056'2.4 MI E FROM BONNERS FERRY.
 TO0056'ABOUT 2.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TO0056'AT BONNERS FERRY, BOUNDARY COUNTY, ABOUT 50 FEET EAST OF MILEPOST
 TO0056'1366, ABOUT 30 FEET SOUTH OF THE TRACK, AT A CONCRETE CULVERT, AND ON
 TO0056'THE TOP OF THE WEST END OF THE SOUTH HEAD WALL PAINTED USBM 1770.2. A
 TO0056'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0042 ***********************************************************************
 TO0042  DESIGNATION -  1781.74
 TO0042  PID         -  TO0042
 TO0042  STATE/COUNTY-  ID/BOUNDARY
 TO0042  USGS QUAD   -  COPELAND (1965)
 TO0042
 TO0042                         *CURRENT SURVEY CONTROL
 TO0042  ___________________________________________________________________
 TO0042* NAD 83(1986)-  48 54 11.     (N)    116 23 23.     (W)     SCALED    
 TO0042* NAVD 88     -       543.315  (meters)    1782.53   (feet)  ADJUSTED  
 TO0042  ___________________________________________________________________
 TO0042  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 TO0042  DYNAMIC HT  -         543.378 (meters)    1782.73  (feet)  COMP
 TO0042  MODELED GRAV-     980,711.3   (mgal)                       NAVD 88
 TO0042
 TO0042  VERT ORDER  -  FIRST     CLASS II
 TO0042
 TO0042.The horizontal coordinates were scaled from a topographic map and have
 TO0042.an estimated accuracy of +/- 6 seconds.
 TO0042
 TO0042.The orthometric height was determined by differential leveling
 TO0042.and adjusted by the National Geodetic Survey in June 1991..
 TO0042
 TO0042.The geoid height was determined by GEOID03.
 TO0042
 TO0042.The dynamic height is computed by dividing the NAVD 88
 TO0042.geopotential number by the normal gravity value computed on the
 TO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0042.degrees latitude (g = 980.6199 gals.).
 TO0042
 TO0042.The modeled gravity was interpolated from observed gravity values.
 TO0042
 TO0042;                    North         East    Units  Estimated Accuracy
 TO0042;SPC ID W     -   804,380.      753,100.      MT  (+/- 180 meters Scaled)
 TO0042
 TO0042                          SUPERSEDED SURVEY CONTROL
 TO0042
 TO0042  NGVD 29 (??/??/92)  542.114  (m)         1778.59   (f) ADJ UNCH    1 2
 TO0042
 TO0042.Superseded values are not recommended for survey control.
 TO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0042.See file dsdata.txt to determine how the superseded data were derived.
 TO0042
 TO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ447168(NAD 83)
 TO0042_MARKER: DD = SURVEY DISK
 TO0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0042_STAMPING: R.P.P.C. 40FT. TO CL RW 50 54+730 BM 1781.74
 TO0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0042+STABILITY: SURFACE MOTION
 TO0042
 TO0042  HISTORY     - Date     Condition        Report By
 TO0042  HISTORY     - UNK      MONUMENTED       IDPWD
 TO0042  HISTORY     - 1944     GOOD             NGS
 TO0042  HISTORY     - 1964     MARK NOT FOUND   USGS
 TO0042
 TO0042                          STATION DESCRIPTION
 TO0042
 TO0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0042'IN COPELAND.
 TO0042'AT COPELAND, 44 FEET NORTHWEST OF THE NORTHWEST CORNER OF STATION, 40
 TO0042'FEET NORTHEAST OF CENTER-LINE OF ROAD, 7 FEET WEST OF WEST RAIL OF
 TO0042'MAIN TRACK, ABOUT 0.8 FOOT BELOW TRACK LEVEL.  A IDPW BRONZE DISK SET
 TO0042'IN TOP OF A CONCRETE POST.  NOTE-- NEW CONSTRUCTION IN AREA.  BENCH
 TO0042'MARK HAS PROBABLY BEEN DISTURBED BY NEW FILL.
 TO0042
 TO0042                          STATION RECOVERY (1964)
 TO0042
 TO0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0059 ***********************************************************************
 TO0059  DESIGNATION -  1788.2
 TO0059  PID         -  TO0059
 TO0059  STATE/COUNTY-  ID/BOUNDARY
 TO0059  USGS QUAD   -  MOYIE SPRINGS (1996)
 TO0059
 TO0059                         *CURRENT SURVEY CONTROL
 TO0059  ___________________________________________________________________
 TO0059* NAD 83(1986)-  48 41 45.     (N)    116 12 03.     (W)     SCALED    
 TO0059* NAVD 88     -       546.289  (meters)    1792.28   (feet)  ADJUSTED  
 TO0059  ___________________________________________________________________
 TO0059  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 TO0059  DYNAMIC HT  -         546.318 (meters)    1792.38  (feet)  COMP
 TO0059  MODELED GRAV-     980,647.5   (mgal)                       NAVD 88
 TO0059
 TO0059  VERT ORDER  -  FIRST     CLASS II
 TO0059
 TO0059.The horizontal coordinates were scaled from a topographic map and have
 TO0059.an estimated accuracy of +/- 6 seconds.
 TO0059
 TO0059.The orthometric height was determined by differential leveling
 TO0059.and adjusted by the National Geodetic Survey in June 1991..
 TO0059
 TO0059.The geoid height was determined by GEOID03.
 TO0059
 TO0059.The dynamic height is computed by dividing the NAVD 88
 TO0059.geopotential number by the normal gravity value computed on the
 TO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0059.degrees latitude (g = 980.6199 gals.).
 TO0059
 TO0059.The modeled gravity was interpolated from observed gravity values.
 TO0059
 TO0059;                    North         East    Units  Estimated Accuracy
 TO0059;SPC ID W     -   781,240.      766,810.      MT  (+/- 180 meters Scaled)
 TO0059
 TO0059                          SUPERSEDED SURVEY CONTROL
 TO0059
 TO0059  NGVD 29 (??/??/92)  545.083  (m)         1788.33   (f) ADJ UNCH    1 2
 TO0059
 TO0059.Superseded values are not recommended for survey control.
 TO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0059.See file dsdata.txt to determine how the superseded data were derived.
 TO0059
 TO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP588939(NAD 83)
 TO0059_MARKER: Q = CHISELED SQUARE
 TO0059_SETTING: 66 = SET IN ROCK OUTCROP
 TO0059_SP_SET: ROCK
 TO0059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0059+STABILITY: POSITION/ELEVATION WELL
 TO0059
 TO0059  HISTORY     - Date     Condition        Report By
 TO0059  HISTORY     - UNK      MONUMENTED       CGS
 TO0059  HISTORY     - 1934     GOOD             IDDT
 TO0059
 TO0059                          STATION DESCRIPTION
 TO0059
 TO0059'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0059'5.4 MI E FROM BONNERS FERRY.
 TO0059'ABOUT 5.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TO0059'AT BONNERS FERRY, BOUNDARY COUNTY, ABOUT 270 FEET SOUTHWEST OF
 TO0059'MILEPOST 1363, 15 FEET SOUTH OF THE TRACK, AND ON THE TOP OF A LARGE
 TO0059'FLAT ROCK PAINTED USBM 1788.2.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0844 ***********************************************************************
 NU0844  DESIGNATION -  179+39.2
 NU0844  PID         -  NU0844
 NU0844  STATE/COUNTY-  ID/POWER
 NU0844  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU0844
 NU0844                         *CURRENT SURVEY CONTROL
 NU0844  ___________________________________________________________________
 NU0844* NAD 83(1986)-  42 36 19.     (N)    113 10 32.     (W)     SCALED    
 NU0844* NAVD 88     -      1339.998  (meters)    4396.31   (feet)  ADJUSTED  
 NU0844  ___________________________________________________________________
 NU0844  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 NU0844  DYNAMIC HT  -        1339.228 (meters)    4393.78  (feet)  COMP
 NU0844  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 NU0844
 NU0844  VERT ORDER  -  SECOND    CLASS 0
 NU0844
 NU0844.The horizontal coordinates were scaled from a topographic map and have
 NU0844.an estimated accuracy of +/- 6 seconds.
 NU0844
 NU0844.The orthometric height was determined by differential leveling
 NU0844.and adjusted by the National Geodetic Survey in June 1991..
 NU0844
 NU0844.The geoid height was determined by GEOID03.
 NU0844
 NU0844.The dynamic height is computed by dividing the NAVD 88
 NU0844.geopotential number by the normal gravity value computed on the
 NU0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0844.degrees latitude (g = 980.6199 gals.).
 NU0844
 NU0844.The modeled gravity was interpolated from observed gravity values.
 NU0844
 NU0844;                    North         East    Units  Estimated Accuracy
 NU0844;SPC ID E     -   104,750.      117,210.      MT  (+/- 180 meters Scaled)
 NU0844
 NU0844                          SUPERSEDED SURVEY CONTROL
 NU0844
 NU0844  NGVD 29 (??/??/92) 1339.01   (m)         4393.1    (f) COMPUTED    2 0
 NU0844
 NU0844.Superseded values are not recommended for survey control.
 NU0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0844.See file dsdata.txt to determine how the superseded data were derived.
 NU0844
 NU0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN215192(NAD 83)
 NU0844_MARKER: Z = SEE DESCRIPTION
 NU0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0844_STAMPING: BOUNDARY POC 179 + 39.2 4400.21
 NU0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0844+STABILITY: SURFACE MOTION
 NU0844
 NU0844  HISTORY     - Date     Condition        Report By
 NU0844  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0844  HISTORY     - 1960     GOOD             NGS
 NU0844  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0844
 NU0844                          STATION DESCRIPTION
 NU0844
 NU0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0844'3.4 MI E FROM RAFT RIVER.
 NU0844'ABOUT 3.4 MILES EASTWARD ALONG U.S. HIGHWAY (INTERSTATE HIGHWAY 15W)
 NU0844'FROM THE RAFT RIVER BRIDGE, AT THE CASSIA-POWER COUNTY LINE, 101 FEET
 NU0844'NORTH FROM THE CENTER LINE OF THE PRESENT HIGHWAY, 1.0 FOOT SOUTHWEST
 NU0844'FROM A METAL WITNESS POST WITH SIGN, AND BENEATH THE RIGH OF WAY
 NU0844'FENCE, SET IN THE TOP OF A 6-INCH SQUARE PRECAST POST PROJECTING
 NU0844'4-INCHES ABOVE THE GROUND.
 NU0844
 NU0844                          STATION RECOVERY (1983)
 NU0844
 NU0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0844'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0058 ***********************************************************************
 TO0058  DESIGNATION -  1796.2
 TO0058  PID         -  TO0058
 TO0058  STATE/COUNTY-  ID/BOUNDARY
 TO0058  USGS QUAD   -  MOYIE SPRINGS (1996)
 TO0058
 TO0058                         *CURRENT SURVEY CONTROL
 TO0058  ___________________________________________________________________
 TO0058* NAD 83(1986)-  48 42 02.     (N)    116 13 14.     (W)     SCALED    
 TO0058* NAVD 88     -       548.647  (meters)    1800.02   (feet)  ADJUSTED  
 TO0058  ___________________________________________________________________
 TO0058  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 TO0058  DYNAMIC HT  -         548.684 (meters)    1800.14  (feet)  COMP
 TO0058  MODELED GRAV-     980,661.7   (mgal)                       NAVD 88
 TO0058
 TO0058  VERT ORDER  -  FIRST     CLASS II
 TO0058
 TO0058.The horizontal coordinates were scaled from a topographic map and have
 TO0058.an estimated accuracy of +/- 6 seconds.
 TO0058
 TO0058.The orthometric height was determined by differential leveling
 TO0058.and adjusted by the National Geodetic Survey in June 1991..
 TO0058
 TO0058.The geoid height was determined by GEOID03.
 TO0058
 TO0058.The dynamic height is computed by dividing the NAVD 88
 TO0058.geopotential number by the normal gravity value computed on the
 TO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0058.degrees latitude (g = 980.6199 gals.).
 TO0058
 TO0058.The modeled gravity was interpolated from observed gravity values.
 TO0058
 TO0058;                    North         East    Units  Estimated Accuracy
 TO0058;SPC ID W     -   781,770.      765,370.      MT  (+/- 180 meters Scaled)
 TO0058
 TO0058                          SUPERSEDED SURVEY CONTROL
 TO0058
 TO0058  NGVD 29 (??/??/92)  547.447  (m)         1796.08   (f) ADJ UNCH    1 2
 TO0058
 TO0058.Superseded values are not recommended for survey control.
 TO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0058.See file dsdata.txt to determine how the superseded data were derived.
 TO0058
 TO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP573944(NAD 83)
 TO0058_MARKER: O = CHISELED CIRCLE
 TO0058_SETTING: 66 = SET IN ROCK OUTCROP
 TO0058_SP_SET: OUTCROP
 TO0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0058+STABILITY: POSITION/ELEVATION WELL
 TO0058
 TO0058  HISTORY     - Date     Condition        Report By
 TO0058  HISTORY     - UNK      MONUMENTED       USGS
 TO0058  HISTORY     - 1934     GOOD             IDDT
 TO0058
 TO0058                          STATION DESCRIPTION
 TO0058
 TO0058'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0058'4.4 MI E FROM BONNERS FERRY.
 TO0058'ABOUT 4.4 MILES EAST OF BONNERS FERRY, BOUNDARY COUNTY, IDAHO, ON THE
 TO0058'GREAT NORTHERN RAILWAY, 4 1/2 TELEGRAPH POLES EAST OF THE SIGN-BOARD
 TO0058'CROSSPORT, 70 FEET WEST OF MILE POLE 1364, 35 FEET SOUTH OF THE TRACK,
 TO0058'AND ABOUT 5 FEET HIGHER THAN THE TRACK, ON THE TOP OF A ROCK OUTCROP.
 TO0058'A CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0061 ***********************************************************************
 TO0061  DESIGNATION -  1798.1
 TO0061  PID         -  TO0061
 TO0061  STATE/COUNTY-  ID/BOUNDARY
 TO0061  USGS QUAD   -  MOYIE SPRINGS (1996)
 TO0061
 TO0061                         *CURRENT SURVEY CONTROL
 TO0061  ___________________________________________________________________
 TO0061* NAD 83(1986)-  48 42 53.     (N)    116 10 17.     (W)     SCALED    
 TO0061* NAVD 88     -       549.271  (meters)    1802.07   (feet)  ADJUSTED  
 TO0061  ___________________________________________________________________
 TO0061  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 TO0061  DYNAMIC HT  -         549.319 (meters)    1802.22  (feet)  COMP
 TO0061  MODELED GRAV-     980,681.6   (mgal)                       NAVD 88
 TO0061
 TO0061  VERT ORDER  -  FIRST     CLASS II
 TO0061
 TO0061.The horizontal coordinates were scaled from a topographic map and have
 TO0061.an estimated accuracy of +/- 6 seconds.
 TO0061
 TO0061.The orthometric height was determined by differential leveling
 TO0061.and adjusted by the National Geodetic Survey in June 1991..
 TO0061
 TO0061.The geoid height was determined by GEOID03.
 TO0061
 TO0061.The dynamic height is computed by dividing the NAVD 88
 TO0061.geopotential number by the normal gravity value computed on the
 TO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0061.degrees latitude (g = 980.6199 gals.).
 TO0061
 TO0061.The modeled gravity was interpolated from observed gravity values.
 TO0061
 TO0061;                    North         East    Units  Estimated Accuracy
 TO0061;SPC ID W     -   783,320.      768,990.      MT  (+/- 180 meters Scaled)
 TO0061
 TO0061                          SUPERSEDED SURVEY CONTROL
 TO0061
 TO0061  NGVD 29 (??/??/92)  548.084  (m)         1798.17   (f) ADJ UNCH    1 2
 TO0061
 TO0061.Superseded values are not recommended for survey control.
 TO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0061.See file dsdata.txt to determine how the superseded data were derived.
 TO0061
 TO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP609960(NAD 83)
 TO0061_MARKER: O = CHISELED CIRCLE
 TO0061_SETTING: 66 = SET IN ROCK OUTCROP
 TO0061_SP_SET: ROCK
 TO0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0061+STABILITY: POSITION/ELEVATION WELL
 TO0061
 TO0061  HISTORY     - Date     Condition        Report By
 TO0061  HISTORY     - UNK      MONUMENTED       USGS
 TO0061  HISTORY     - 1934     GOOD             IDDT
 TO0061
 TO0061                          STATION DESCRIPTION
 TO0061
 TO0061'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0061'7.6 MI E FROM BONNERS FERRY.
 TO0061'ABOUT 7.6 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TO0061'AT BONNERS FERRY, BOUNDARY COUNTY, ABOUT 420 FEET EAST OF MILEPOST
 TO0061'1361, 15 FEET SOUTH OF THE TRACK, AT A CLIFF, AND ON THE TOP OF A ROCK
 TO0061'PAINTED USBM 1798.1.  A CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0064 ***********************************************************************
 TO0064  DESIGNATION -  1798.7
 TO0064  PID         -  TO0064
 TO0064  STATE/COUNTY-  ID/BOUNDARY
 TO0064  USGS QUAD   -  MOYIE SPRINGS (1996)
 TO0064
 TO0064                         *CURRENT SURVEY CONTROL
 TO0064  ___________________________________________________________________
 TO0064* NAD 83(1986)-  48 42 36.     (N)    116 08 31.     (W)     SCALED    
 TO0064* NAVD 88     -       549.462  (meters)    1802.69   (feet)  ADJUSTED  
 TO0064  ___________________________________________________________________
 TO0064  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TO0064  DYNAMIC HT  -         549.506 (meters)    1802.84  (feet)  COMP
 TO0064  MODELED GRAV-     980,674.5   (mgal)                       NAVD 88
 TO0064
 TO0064  VERT ORDER  -  FIRST     CLASS II
 TO0064
 TO0064.The horizontal coordinates were scaled from a topographic map and have
 TO0064.an estimated accuracy of +/- 6 seconds.
 TO0064
 TO0064.The orthometric height was determined by differential leveling
 TO0064.and adjusted by the National Geodetic Survey in June 1991..
 TO0064
 TO0064.The geoid height was determined by GEOID03.
 TO0064
 TO0064.The dynamic height is computed by dividing the NAVD 88
 TO0064.geopotential number by the normal gravity value computed on the
 TO0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0064.degrees latitude (g = 980.6199 gals.).
 TO0064
 TO0064.The modeled gravity was interpolated from observed gravity values.
 TO0064
 TO0064;                    North         East    Units  Estimated Accuracy
 TO0064;SPC ID W     -   782,790.      771,160.      MT  (+/- 180 meters Scaled)
 TO0064
 TO0064                          SUPERSEDED SURVEY CONTROL
 TO0064
 TO0064  NGVD 29 (??/??/92)  548.271  (m)         1798.79   (f) ADJ UNCH    1 2
 TO0064
 TO0064.Superseded values are not recommended for survey control.
 TO0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0064.See file dsdata.txt to determine how the superseded data were derived.
 TO0064
 TO0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP631955(NAD 83)
 TO0064_MARKER: Q = CHISELED SQUARE
 TO0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0064_SP_SET: CLIFF
 TO0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0064
 TO0064  HISTORY     - Date     Condition        Report By
 TO0064  HISTORY     - UNK      MONUMENTED       USGS
 TO0064  HISTORY     - 1934     GOOD             IDDT
 TO0064
 TO0064                          STATION DESCRIPTION
 TO0064
 TO0064'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0064'8.4 MI NW FROM LEONIA.
 TO0064'IN BOUNDARY COUNTY, IDAHO, ABOUT 8.4 MILES NORTHWEST OF LEONIA,
 TO0064'BOUNDARY COUNTY, IDAHO, ON THE GREAT NORTHERN RAILWAY, 100 FEET EAST
 TO0064'OF MILE POLE 1359, 39 FEET SOUTH OF THE CENTER OF THE TRACK, AND ABOUT
 TO0064'3 FEET LOWER THAN THE TRACK, ON A SHELF IN THE FACE OF THE CLIFF,
 TO0064'PAINTED USBM 1798.7.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0245 ***********************************************************************
 OZ0245  DESIGNATION -  18
 OZ0245  PID         -  OZ0245
 OZ0245  STATE/COUNTY-  ID/CAMAS
 OZ0245  USGS QUAD   -  FAIRFIELD (1986)
 OZ0245
 OZ0245                         *CURRENT SURVEY CONTROL
 OZ0245  ___________________________________________________________________
 OZ0245* NAD 83(1986)-  43 20 30.     (N)    114 47 31.     (W)     SCALED    
 OZ0245* NAVD 88     -      1542.487  (meters)    5060.64   (feet)  ADJUSTED  
 OZ0245  ___________________________________________________________________
 OZ0245  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0245  DYNAMIC HT  -        1541.595 (meters)    5057.72  (feet)  COMP
 OZ0245  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 OZ0245
 OZ0245  VERT ORDER  -  SECOND    CLASS 0
 OZ0245
 OZ0245.The horizontal coordinates were scaled from a topographic map and have
 OZ0245.an estimated accuracy of +/- 6 seconds.
 OZ0245
 OZ0245.The orthometric height was determined by differential leveling
 OZ0245.and adjusted by the National Geodetic Survey in June 1991..
 OZ0245
 OZ0245.The geoid height was determined by GEOID03.
 OZ0245
 OZ0245.The dynamic height is computed by dividing the NAVD 88
 OZ0245.geopotential number by the normal gravity value computed on the
 OZ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0245.degrees latitude (g = 980.6199 gals.).
 OZ0245
 OZ0245.The modeled gravity was interpolated from observed gravity values.
 OZ0245
 OZ0245;                    North         East    Units  Estimated Accuracy
 OZ0245;SPC ID C     -   186,360.      435,790.      MT  (+/- 180 meters Scaled)
 OZ0245
 OZ0245                          SUPERSEDED SURVEY CONTROL
 OZ0245
 OZ0245  NGVD 29 (??/??/92) 1541.405  (m)         5057.09   (f) ADJ UNCH    2 0
 OZ0245
 OZ0245.Superseded values are not recommended for survey control.
 OZ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0245.See file dsdata.txt to determine how the superseded data were derived.
 OZ0245
 OZ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ789011(NAD 83)
 OZ0245_MARKER: DD = SURVEY DISK
 OZ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0245+STABILITY: SURFACE MOTION
 OZ0245
 OZ0245  HISTORY     - Date     Condition        Report By
 OZ0245  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0245  HISTORY     - 1950     GOOD             NGS
 OZ0245  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0245
 OZ0245                          STATION DESCRIPTION
 OZ0245
 OZ0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0245'0.3 MI S FROM FAIRFIELD.
 OZ0245'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0245'AT THE INTERSECTION OF STATE HIGHWAY 68, 46 1/2 FEET WEST OF THE
 OZ0245'CENTER LINE OF CENTER STREET, 39 1/2 FEET NORTH OF THE CENTER LINE OF
 OZ0245'THE HIGHWAY, 11.0 FEET WEST OF A CONCRETE POST (LETTERING MUTILATED),
 OZ0245'7.9 FEET NORTHEAST OF A POWER LINE POLE WITH A GUY WIRE, ABOUT 1 FOOT
 OZ0245'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0245'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OZ0245
 OZ0245                          STATION RECOVERY (1981)
 OZ0245
 OZ0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0508 ***********************************************************************
 PZ0508  DESIGNATION -  18
 PZ0508  PID         -  PZ0508
 PZ0508  STATE/COUNTY-  ID/CUSTER
 PZ0508  USGS QUAD   -  DONKEY CREEK (1989)
 PZ0508
 PZ0508                         *CURRENT SURVEY CONTROL
 PZ0508  ___________________________________________________________________
 PZ0508* NAD 83(1986)-  44 21 06.     (N)    113 36 27.     (W)     SCALED    
 PZ0508* NAVD 88     -      1908.041  (meters)    6259.96   (feet)  ADJUSTED  
 PZ0508  ___________________________________________________________________
 PZ0508  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 PZ0508  DYNAMIC HT  -        1906.925 (meters)    6256.30  (feet)  COMP
 PZ0508  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 PZ0508
 PZ0508  VERT ORDER  -  SECOND    CLASS 0
 PZ0508
 PZ0508.The horizontal coordinates were scaled from a topographic map and have
 PZ0508.an estimated accuracy of +/- 6 seconds.
 PZ0508
 PZ0508.The orthometric height was determined by differential leveling
 PZ0508.and adjusted by the National Geodetic Survey in June 1991..
 PZ0508
 PZ0508.The geoid height was determined by GEOID03.
 PZ0508
 PZ0508.The dynamic height is computed by dividing the NAVD 88
 PZ0508.geopotential number by the normal gravity value computed on the
 PZ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0508.degrees latitude (g = 980.6199 gals.).
 PZ0508
 PZ0508.The modeled gravity was interpolated from observed gravity values.
 PZ0508
 PZ0508;                    North         East    Units  Estimated Accuracy
 PZ0508;SPC ID C     -   298,340.      531,290.      MT  (+/- 180 meters Scaled)
 PZ0508
 PZ0508                          SUPERSEDED SURVEY CONTROL
 PZ0508
 PZ0508  NGVD 29 (??/??/92) 1906.709  (m)         6255.59   (f) ADJ UNCH    2 0
 PZ0508
 PZ0508.Superseded values are not recommended for survey control.
 PZ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0508.See file dsdata.txt to determine how the superseded data were derived.
 PZ0508
 PZ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ921142(NAD 83)
 PZ0508_MARKER: DD = SURVEY DISK
 PZ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0508_STAMPING: 18 6256 1932
 PZ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0508+STABILITY: SURFACE MOTION
 PZ0508
 PZ0508  HISTORY     - Date     Condition        Report By
 PZ0508  HISTORY     - 1932     MONUMENTED       USGS
 PZ0508  HISTORY     - 1948     GOOD             NGS
 PZ0508
 PZ0508                          STATION DESCRIPTION
 PZ0508
 PZ0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0508'23.9 MI NW FROM CLYDE.
 PZ0508'23.9 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0508'CLYDE, AT THE Y INTERSECTION OF THE PAHSIMEROI ROAD AND A DIRT ROAD
 PZ0508'LEADING EAST TO THE SWAUGER RANCH, 50.0 FEET EAST OF THE NORTH END OF
 PZ0508'A WOODEN CULVERT, 21.5 FEET NORTH OF THE CENTER LINE OF THE Y
 PZ0508'INTERSECTION, 0.5 FOOT SOUTH OF A WIRE FENCE, 2.5 FEET WEST OF A
 PZ0508'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 PZ0508'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0124 ***********************************************************************
 SV0124  DESIGNATION -  18
 SV0124  PID         -  SV0124
 SV0124  STATE/COUNTY-  ID/KOOTENAI
 SV0124  USGS QUAD   -  ROSE LAKE (1996)
 SV0124
 SV0124                         *CURRENT SURVEY CONTROL
 SV0124  ___________________________________________________________________
 SV0124* NAD 83(1986)-  47 34 36.     (N)    116 26 55.     (W)     SCALED    
 SV0124* NAVD 88     -       661.503  (meters)    2170.28   (feet)  ADJUSTED  
 SV0124  ___________________________________________________________________
 SV0124  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 SV0124  DYNAMIC HT  -         661.517 (meters)    2170.33  (feet)  COMP
 SV0124  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 SV0124
 SV0124  VERT ORDER  -  SECOND    CLASS 0
 SV0124
 SV0124.The horizontal coordinates were scaled from a topographic map and have
 SV0124.an estimated accuracy of +/- 6 seconds.
 SV0124
 SV0124.The orthometric height was determined by differential leveling
 SV0124.and adjusted by the National Geodetic Survey in June 1991..
 SV0124
 SV0124.The geoid height was determined by GEOID03.
 SV0124
 SV0124.The dynamic height is computed by dividing the NAVD 88
 SV0124.geopotential number by the normal gravity value computed on the
 SV0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0124.degrees latitude (g = 980.6199 gals.).
 SV0124
 SV0124.The modeled gravity was interpolated from observed gravity values.
 SV0124
 SV0124;                    North         East    Units  Estimated Accuracy
 SV0124;SPC ID W     -   656,940.      747,440.      MT  (+/- 180 meters Scaled)
 SV0124
 SV0124                          SUPERSEDED SURVEY CONTROL
 SV0124
 SV0124  NGVD 29 (??/??/92)  660.398  (m)         2166.66   (f) ADJ UNCH    2 0
 SV0124
 SV0124.Superseded values are not recommended for survey control.
 SV0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0124.See file dsdata.txt to determine how the superseded data were derived.
 SV0124
 SV0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN414693(NAD 83)
 SV0124_MARKER: DD = SURVEY DISK
 SV0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0124_SP_SET: CULVERT
 SV0124_STAMPING: 18 2168.46 ROUTE 7
 SV0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0124
 SV0124  HISTORY     - Date     Condition        Report By
 SV0124  HISTORY     - UNK      MONUMENTED       BPR
 SV0124  HISTORY     - 1958     GOOD             NGS
 SV0124
 SV0124                          STATION DESCRIPTION
 SV0124
 SV0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0124'6.95 MI NW FROM CATALDO.
 SV0124'6.95 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0124'RAILROAD STATION AT CATALDO, 0.3 MILE WEST OF THE JUNCTION OF STATE
 SV0124'HIGHWAY 3, 20.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN
 SV0124'CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL OF A CORRUGATED IRON
 SV0124'PIPE CULVERT AND 1 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0530 ***********************************************************************
 QZ0530  DESIGNATION -  18 10
 QZ0530  PID         -  QZ0530
 QZ0530  STATE/COUNTY-  ID/IDAHO
 QZ0530  USGS QUAD   -  HUNGRY RIDGE (1995)
 QZ0530
 QZ0530                         *CURRENT SURVEY CONTROL
 QZ0530  ___________________________________________________________________
 QZ0530* NAD 83(1986)-  45 49 43.     (N)    115 57 57.     (W)     SCALED    
 QZ0530* NAVD 88     -       699.010  (meters)    2293.34   (feet)  ADJUSTED  
 QZ0530  ___________________________________________________________________
 QZ0530  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 QZ0530  DYNAMIC HT  -         698.857 (meters)    2292.83  (feet)  COMP
 QZ0530  MODELED GRAV-     980,376.0   (mgal)                       NAVD 88
 QZ0530
 QZ0530  VERT ORDER  -  FIRST     CLASS II
 QZ0530
 QZ0530.The horizontal coordinates were scaled from a topographic map and have
 QZ0530.an estimated accuracy of +/- 6 seconds.
 QZ0530
 QZ0530.The orthometric height was determined by differential leveling
 QZ0530.and adjusted by the National Geodetic Survey in June 1991..
 QZ0530
 QZ0530.The geoid height was determined by GEOID03.
 QZ0530
 QZ0530.The dynamic height is computed by dividing the NAVD 88
 QZ0530.geopotential number by the normal gravity value computed on the
 QZ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0530.degrees latitude (g = 980.6199 gals.).
 QZ0530
 QZ0530.The modeled gravity was interpolated from observed gravity values.
 QZ0530
 QZ0530;                    North         East    Units  Estimated Accuracy
 QZ0530;SPC ID W     -   462,410.      783,230.      MT  (+/- 180 meters Scaled)
 QZ0530
 QZ0530                          SUPERSEDED SURVEY CONTROL
 QZ0530
 QZ0530  NGVD 29 (??/??/92)  697.958  (m)         2289.88   (f) ADJ UNCH    1 2
 QZ0530
 QZ0530.Superseded values are not recommended for survey control.
 QZ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0530.See file dsdata.txt to determine how the superseded data were derived.
 QZ0530
 QZ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL803755(NAD 83)
 QZ0530_MARKER: DD = SURVEY DISK
 QZ0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0530_STAMPING: 18-10 30
 QZ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0530+STABILITY: SURFACE MOTION
 QZ0530
 QZ0530  HISTORY     - Date     Condition        Report By
 QZ0530  HISTORY     - UNK      MONUMENTED       BPR
 QZ0530  HISTORY     - 1945     GOOD             NGS
 QZ0530
 QZ0530                          STATION DESCRIPTION
 QZ0530
 QZ0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0530'16.45 MI W FROM GOLDEN.
 QZ0530'ALONG CONNER - GRANGEVILLE ROAD, 16.45 MILES WEST OF POST OFFICE AT
 QZ0530'GOLDEN, 0.05 MILE EAST OF JUNCTION OF ROAD LEADING TO CASTLE CREEK
 QZ0530'RANGER STATION, 31.5 FEET NORTH OF CENTERLINE OF ROAD, 24.5 FEET EAST
 QZ0530'OF A TELEPHONE POLE, 1.8 FOOT WEST OF REFERENCE POST, SET IN TOP OF
 QZ0530'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND AND ABOUT 6 FEET ABOVE
 QZ0530'ROAD.  BUREAU OF PUBLIC ROADS BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0528 ***********************************************************************
 QZ0528  DESIGNATION -  18 11
 QZ0528  PID         -  QZ0528
 QZ0528  STATE/COUNTY-  ID/IDAHO
 QZ0528  USGS QUAD   -  HUNGRY RIDGE (1995)
 QZ0528
 QZ0528                         *CURRENT SURVEY CONTROL
 QZ0528  ___________________________________________________________________
 QZ0528* NAD 83(1986)-  45 49 41.     (N)    115 57 50.     (W)     SCALED    
 QZ0528* NAVD 88     -       702.117  (meters)    2303.53   (feet)  ADJUSTED  
 QZ0528  ___________________________________________________________________
 QZ0528  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 QZ0528  DYNAMIC HT  -         701.964 (meters)    2303.03  (feet)  COMP
 QZ0528  MODELED GRAV-     980,377.1   (mgal)                       NAVD 88
 QZ0528
 QZ0528  VERT ORDER  -  FIRST     CLASS II
 QZ0528
 QZ0528.The horizontal coordinates were scaled from a topographic map and have
 QZ0528.an estimated accuracy of +/- 6 seconds.
 QZ0528
 QZ0528.The orthometric height was determined by differential leveling
 QZ0528.and adjusted by the National Geodetic Survey in June 1991..
 QZ0528
 QZ0528.The geoid height was determined by GEOID03.
 QZ0528
 QZ0528.The dynamic height is computed by dividing the NAVD 88
 QZ0528.geopotential number by the normal gravity value computed on the
 QZ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0528.degrees latitude (g = 980.6199 gals.).
 QZ0528
 QZ0528.The modeled gravity was interpolated from observed gravity values.
 QZ0528
 QZ0528;                    North         East    Units  Estimated Accuracy
 QZ0528;SPC ID W     -   462,350.      783,380.      MT  (+/- 180 meters Scaled)
 QZ0528
 QZ0528                          SUPERSEDED SURVEY CONTROL
 QZ0528
 QZ0528  NGVD 29 (??/??/92)  701.066  (m)         2300.08   (f) ADJ UNCH    1 2
 QZ0528
 QZ0528.Superseded values are not recommended for survey control.
 QZ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0528.See file dsdata.txt to determine how the superseded data were derived.
 QZ0528
 QZ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL804754(NAD 83)
 QZ0528_MARKER: DD = SURVEY DISK
 QZ0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0528_STAMPING: 18-11 2297 30
 QZ0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0528+STABILITY: SURFACE MOTION
 QZ0528
 QZ0528  HISTORY     - Date     Condition        Report By
 QZ0528  HISTORY     - UNK      MONUMENTED       BPR
 QZ0528  HISTORY     - 1945     GOOD             NGS
 QZ0528
 QZ0528                          STATION DESCRIPTION
 QZ0528
 QZ0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0528'16.35 MI W FROM GOLDEN.
 QZ0528'ALONG CONNER - GRANGEVILLE ROAD, 16.35 MILES WEST OF POST OFFICE AT
 QZ0528'GOLDEN, 0.15 MILE EAST OF JUNCTION OF ROAD LEADING TO CASTLE CREEK
 QZ0528'RANGER STATION, 23.5 FEET NORTH OF CENTERLINE OF ROAD, 5.6 FEET WEST
 QZ0528'OF TRIANGULAR BLAZE ON A 2 1/2 FOOT FIR TREE, 2.1 FEET EAST OF
 QZ0528'REFERENCE POST, SET IN TOP OF CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 QZ0528'GROUND AND ABOUT 5 FEET ABOVE ROAD.  BUREAU OF PUBLIC ROADS BRONZE
 QZ0528'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0526 ***********************************************************************
 QZ0526  DESIGNATION -  18 20
 QZ0526  PID         -  QZ0526
 QZ0526  STATE/COUNTY-  ID/IDAHO
 QZ0526  USGS QUAD   -  HUNGRY RIDGE (1995)
 QZ0526
 QZ0526                         *CURRENT SURVEY CONTROL
 QZ0526  ___________________________________________________________________
 QZ0526* NAD 83(1986)-  45 49 55.     (N)    115 56 03.     (W)     SCALED    
 QZ0526* NAVD 88     -       700.775  (meters)    2299.13   (feet)  ADJUSTED  
 QZ0526  ___________________________________________________________________
 QZ0526  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 QZ0526  DYNAMIC HT  -         700.637 (meters)    2298.67  (feet)  COMP
 QZ0526  MODELED GRAV-     980,396.2   (mgal)                       NAVD 88
 QZ0526
 QZ0526  VERT ORDER  -  FIRST     CLASS II
 QZ0526
 QZ0526.The horizontal coordinates were scaled from a topographic map and have
 QZ0526.an estimated accuracy of +/- 6 seconds.
 QZ0526
 QZ0526.The orthometric height was determined by differential leveling
 QZ0526.and adjusted by the National Geodetic Survey in June 1991..
 QZ0526
 QZ0526.The geoid height was determined by GEOID03.
 QZ0526
 QZ0526.The dynamic height is computed by dividing the NAVD 88
 QZ0526.geopotential number by the normal gravity value computed on the
 QZ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0526.degrees latitude (g = 980.6199 gals.).
 QZ0526
 QZ0526.The modeled gravity was interpolated from observed gravity values.
 QZ0526
 QZ0526;                    North         East    Units  Estimated Accuracy
 QZ0526;SPC ID W     -   462,780.      785,690.      MT  (+/- 180 meters Scaled)
 QZ0526
 QZ0526                          SUPERSEDED SURVEY CONTROL
 QZ0526
 QZ0526  NGVD 29 (??/??/92)  699.739  (m)         2295.73   (f) ADJ UNCH    1 2
 QZ0526
 QZ0526.Superseded values are not recommended for survey control.
 QZ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0526.See file dsdata.txt to determine how the superseded data were derived.
 QZ0526
 QZ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL827759(NAD 83)
 QZ0526_MARKER: DD = SURVEY DISK
 QZ0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0526_STAMPING: 18-20 30
 QZ0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0526+STABILITY: SURFACE MOTION
 QZ0526
 QZ0526  HISTORY     - Date     Condition        Report By
 QZ0526  HISTORY     - UNK      MONUMENTED       BPR
 QZ0526  HISTORY     - 1945     GOOD             NGS
 QZ0526  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0526
 QZ0526                          STATION DESCRIPTION
 QZ0526
 QZ0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0526'14.7 MI W FROM GOLDEN.
 QZ0526'ALONG CONNER - GRANGEVILLE ROAD, 14.7 MILES WEST OF POST OFFICE AT
 QZ0526'GOLDEN, 0.6 MILE EAST OF SOUTH FORK SERVICE STATION, 0.2 MILE WEST OF
 QZ0526'BRIDGE ACROSS SOUTH FORK OF CLEARWATER RIVER (FOR HUNGRY RIDGE ROAD),
 QZ0526'DIRECTLY ACROSS ROAD FROM BENCH MARK NO. 18-21 WHICH IS AT PRIVATE
 QZ0526'ROAD, 32.0 FEET NORTHWEST OF TRIANGULAR BLAZE ON A 3 FOOT PINE TREE,
 QZ0526'21.0 FEET SOUTH OF CENTERLINE OF ROAD, SET IN TOP OF CONCRETE POST
 QZ0526'PROJECTING 0.1 FOOT ABOVE GROUND AND ABOUT 9 FEET BELOW ROAD.  BUREAU
 QZ0526'OF PUBLIC ROADS BRONZE DISK.
 QZ0526
 QZ0526                          STATION RECOVERY (1962)
 QZ0526
 QZ0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0525 ***********************************************************************
 QZ0525  DESIGNATION -  18 21
 QZ0525  PID         -  QZ0525
 QZ0525  STATE/COUNTY-  ID/IDAHO
 QZ0525  USGS QUAD   -  HUNGRY RIDGE (1995)
 QZ0525
 QZ0525                         *CURRENT SURVEY CONTROL
 QZ0525  ___________________________________________________________________
 QZ0525* NAD 83(1986)-  45 49 56.     (N)    115 56 02.     (W)     SCALED    
 QZ0525* NAVD 88     -       704.213  (meters)    2310.41   (feet)  ADJUSTED  
 QZ0525  ___________________________________________________________________
 QZ0525  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 QZ0525  DYNAMIC HT  -         704.074 (meters)    2309.95  (feet)  COMP
 QZ0525  MODELED GRAV-     980,396.4   (mgal)                       NAVD 88
 QZ0525
 QZ0525  VERT ORDER  -  FIRST     CLASS II
 QZ0525
 QZ0525.The horizontal coordinates were scaled from a topographic map and have
 QZ0525.an estimated accuracy of +/- 6 seconds.
 QZ0525
 QZ0525.The orthometric height was determined by differential leveling
 QZ0525.and adjusted by the National Geodetic Survey in June 1991..
 QZ0525
 QZ0525.The geoid height was determined by GEOID03.
 QZ0525
 QZ0525.The dynamic height is computed by dividing the NAVD 88
 QZ0525.geopotential number by the normal gravity value computed on the
 QZ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0525.degrees latitude (g = 980.6199 gals.).
 QZ0525
 QZ0525.The modeled gravity was interpolated from observed gravity values.
 QZ0525
 QZ0525;                    North         East    Units  Estimated Accuracy
 QZ0525;SPC ID W     -   462,810.      785,710.      MT  (+/- 180 meters Scaled)
 QZ0525
 QZ0525                          SUPERSEDED SURVEY CONTROL
 QZ0525
 QZ0525  NGVD 29 (??/??/92)  703.177  (m)         2307.01   (f) ADJ UNCH    1 2
 QZ0525
 QZ0525.Superseded values are not recommended for survey control.
 QZ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0525.See file dsdata.txt to determine how the superseded data were derived.
 QZ0525
 QZ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL828759(NAD 83)
 QZ0525_MARKER: DD = SURVEY DISK
 QZ0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0525_STAMPING: 18-21 2304 30
 QZ0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0525+STABILITY: SURFACE MOTION
 QZ0525
 QZ0525  HISTORY     - Date     Condition        Report By
 QZ0525  HISTORY     - UNK      MONUMENTED       BPR
 QZ0525  HISTORY     - 1945     GOOD             NGS
 QZ0525  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0525
 QZ0525                          STATION DESCRIPTION
 QZ0525
 QZ0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0525'14.7 MI W FROM GOLDEN.
 QZ0525'ALONG CONNER - GRANGEVILLE ROAD, 14.7 MILES WEST OF POST OFFICE AT
 QZ0525'GOLDEN, 0.6 MILE EAST OF SOUTH FORK SERVICE STATION, 0.2 MILE WEST OF
 QZ0525'BRIDGE OVER SOUTH FORK OF CLEARWATER RIVER (FOR HUNGRY RIDGE ROAD), AT
 QZ0525'PRIVATE ROAD, 64.0 FEET NORTH OF AND ACROSS ROAD FROM TRIANGULAR BLAZE
 QZ0525'ON A 3 FOOT PINE TREE, 31.0 FEET NORTHEAST OF CENTERLINE OF ROAD, SET
 QZ0525'IN TOP OF CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND AND ABOUT 2
 QZ0525'FEET ABOVE ROAD.  BUREAU OF PUBLIC ROADS BRONZE DISK.
 QZ0525
 QZ0525                          STATION RECOVERY (1962)
 QZ0525
 QZ0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0522 ***********************************************************************
 QZ0522  DESIGNATION -  18 29
 QZ0522  PID         -  QZ0522
 QZ0522  STATE/COUNTY-  ID/IDAHO
 QZ0522  USGS QUAD   -  HUNGRY RIDGE (1995)
 QZ0522
 QZ0522                         *CURRENT SURVEY CONTROL
 QZ0522  ___________________________________________________________________
 QZ0522* NAD 83(1986)-  45 49 28.     (N)    115 53 20.     (W)     SCALED    
 QZ0522* NAVD 88     -       731.789  (meters)    2400.88   (feet)  ADJUSTED  
 QZ0522  ___________________________________________________________________
 QZ0522  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 QZ0522  DYNAMIC HT  -         731.624 (meters)    2400.34  (feet)  COMP
 QZ0522  MODELED GRAV-     980,368.4   (mgal)                       NAVD 88
 QZ0522
 QZ0522  VERT ORDER  -  FIRST     CLASS II
 QZ0522
 QZ0522.The horizontal coordinates were scaled from a topographic map and have
 QZ0522.an estimated accuracy of +/- 6 seconds.
 QZ0522
 QZ0522.The orthometric height was determined by differential leveling
 QZ0522.and adjusted by the National Geodetic Survey in June 1991..
 QZ0522
 QZ0522.The geoid height was determined by GEOID03.
 QZ0522
 QZ0522.The dynamic height is computed by dividing the NAVD 88
 QZ0522.geopotential number by the normal gravity value computed on the
 QZ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0522.degrees latitude (g = 980.6199 gals.).
 QZ0522
 QZ0522.The modeled gravity was interpolated from observed gravity values.
 QZ0522
 QZ0522;                    North         East    Units  Estimated Accuracy
 QZ0522;SPC ID W     -   461,940.      789,210.      MT  (+/- 180 meters Scaled)
 QZ0522
 QZ0522                          SUPERSEDED SURVEY CONTROL
 QZ0522
 QZ0522  NGVD 29 (??/??/92)  730.735  (m)         2397.42   (f) ADJ UNCH    1 2
 QZ0522
 QZ0522.Superseded values are not recommended for survey control.
 QZ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0522.See file dsdata.txt to determine how the superseded data were derived.
 QZ0522
 QZ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL863751(NAD 83)
 QZ0522_MARKER: DD = SURVEY DISK
 QZ0522_SETTING: 80 = SET IN A BOULDER
 QZ0522_SP_SET: BOULDER
 QZ0522_STAMPING: 18-29 2394 30
 QZ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0522+STABILITY: SURFACE MOTION
 QZ0522
 QZ0522  HISTORY     - Date     Condition        Report By
 QZ0522  HISTORY     - UNK      MONUMENTED       BPR
 QZ0522  HISTORY     - 1945     GOOD             NGS
 QZ0522  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0522
 QZ0522                          STATION DESCRIPTION
 QZ0522
 QZ0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0522'12.25 MI W FROM GOLDEN.
 QZ0522'ALONG CONNER - GRANGEVILLE ROAD, 12.25 MILES WEST OF POST OFFICE AT
 QZ0522'GOLDEN, ACROSS SOUTH FORK OF CLEARWATER RIVER AND 210 FEET DOWN STREAM
 QZ0522'FROM CENTER OF MOUTH OF JOHNS CREEK, 24.0 FEET SOUTH OF CENTERLINE OF
 QZ0522'ROAD, 10.2 FEET EAST OF NORTHEAST TIP END OF HUGE GRANITE BOULDER, 6.4
 QZ0522'FEET EAST OF A 1 FOOT PINE TREE, SET IN TOP OF WEST END OF EMBEDDED
 QZ0522'GRANITE BOULDER ABOUT 8 FEET BELOW ROAD.  BUREAU OF PUBLIC ROADS
 QZ0522'BRONZE DISK.  NOTE-- THE PROBABLE LOCATION OF THE MARK HAS BEEN WELL
 QZ0522'ESTABLISHED.  DURING RECONSTRUCTION AND WIDENING OF THE ROAD THIS
 QZ0522'LOCATION HAS BEEN COVERED WITH ROCK AND EARTH FILL.
 QZ0522
 QZ0522                          STATION RECOVERY (1962)
 QZ0522
 QZ0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0520 ***********************************************************************
 QZ0520  DESIGNATION -  18 31
 QZ0520  PID         -  QZ0520
 QZ0520  STATE/COUNTY-  ID/IDAHO
 QZ0520  USGS QUAD   -  HUDDLESON BLUFF (1995)
 QZ0520
 QZ0520                         *CURRENT SURVEY CONTROL
 QZ0520  ___________________________________________________________________
 QZ0520* NAD 83(1986)-  45 49 23.     (N)    115 51 39.     (W)     SCALED    
 QZ0520* NAVD 88     -       755.547  (meters)    2478.82   (feet)  ADJUSTED  
 QZ0520  ___________________________________________________________________
 QZ0520  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 QZ0520  DYNAMIC HT  -         755.381 (meters)    2478.28  (feet)  COMP
 QZ0520  MODELED GRAV-     980,372.7   (mgal)                       NAVD 88
 QZ0520
 QZ0520  VERT ORDER  -  FIRST     CLASS II
 QZ0520
 QZ0520.The horizontal coordinates were scaled from a topographic map and have
 QZ0520.an estimated accuracy of +/- 6 seconds.
 QZ0520
 QZ0520.The orthometric height was determined by differential leveling
 QZ0520.and adjusted by the National Geodetic Survey in June 1991..
 QZ0520
 QZ0520.The geoid height was determined by GEOID03.
 QZ0520
 QZ0520.The dynamic height is computed by dividing the NAVD 88
 QZ0520.geopotential number by the normal gravity value computed on the
 QZ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0520.degrees latitude (g = 980.6199 gals.).
 QZ0520
 QZ0520.The modeled gravity was interpolated from observed gravity values.
 QZ0520
 QZ0520;                    North         East    Units  Estimated Accuracy
 QZ0520;SPC ID W     -   461,780.      791,390.      MT  (+/- 180 meters Scaled)
 QZ0520
 QZ0520                          SUPERSEDED SURVEY CONTROL
 QZ0520
 QZ0520  NGVD 29 (??/??/92)  754.498  (m)         2475.38   (f) ADJ UNCH    1 2
 QZ0520
 QZ0520.Superseded values are not recommended for survey control.
 QZ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0520.See file dsdata.txt to determine how the superseded data were derived.
 QZ0520
 QZ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL884750(NAD 83)
 QZ0520_MARKER: DD = SURVEY DISK
 QZ0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0520_STAMPING: 18-31 2472 30
 QZ0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0520+STABILITY: SURFACE MOTION
 QZ0520
 QZ0520  HISTORY     - Date     Condition        Report By
 QZ0520  HISTORY     - UNK      MONUMENTED       BPR
 QZ0520  HISTORY     - 1945     GOOD             NGS
 QZ0520  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0520
 QZ0520                          STATION DESCRIPTION
 QZ0520
 QZ0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0520'10.7 MI W FROM GOLDEN.
 QZ0520'ALONG CONNER - GRANGEVILLE ROAD, 10.7 MILES WEST OF POST OFFICE AT
 QZ0520'GOLDEN, AT COUGAR CREEK, 71.0 FEET SOUTHWEST OF CENTER OF OUTLET OF
 QZ0520'CULVERT UNDER ROAD AT COUGAR CREEK, 26.5 FEET SOUTH OF CENTERLINE OF
 QZ0520'ROAD, DIRECTLY ACROSS ROAD FROM SIGN AT TRAIL NO. 423 LEADING TO
 QZ0520'COUGAR MOUNTAIN, SET IN TOP OF CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 QZ0520'GROUND AND ABOUT 1 FOOT BELOW ROAD.  BUREAU OF PUBLIC ROADS BRONZE
 QZ0520'DISK.  NOTE-- THE PROBABLE LOCATION OF THE MARK HAS BEEN WELL
 QZ0520'ESTABLISHED.  DURING RECONSTRUCTION AND WIDENING OF THE ROAD THIS
 QZ0520'LOCATION HAD BEEN COVERED WITH ROCK AND EARTH FILL.
 QZ0520
 QZ0520                          STATION RECOVERY (1962)
 QZ0520
 QZ0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0519 ***********************************************************************
 QZ0519  DESIGNATION -  18 33
 QZ0519  PID         -  QZ0519
 QZ0519  STATE/COUNTY-  ID/IDAHO
 QZ0519  USGS QUAD   -  HUDDLESON BLUFF (1995)
 QZ0519
 QZ0519                         *CURRENT SURVEY CONTROL
 QZ0519  ___________________________________________________________________
 QZ0519* NAD 83(1986)-  45 49 23.     (N)    115 51 39.     (W)     SCALED    
 QZ0519* NAVD 88     -       756.364  (meters)    2481.50   (feet)  ADJUSTED  
 QZ0519  ___________________________________________________________________
 QZ0519  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 QZ0519  DYNAMIC HT  -         756.198 (meters)    2480.96  (feet)  COMP
 QZ0519  MODELED GRAV-     980,372.7   (mgal)                       NAVD 88
 QZ0519
 QZ0519  VERT ORDER  -  FIRST     CLASS II
 QZ0519
 QZ0519.The horizontal coordinates were scaled from a topographic map and have
 QZ0519.an estimated accuracy of +/- 6 seconds.
 QZ0519
 QZ0519.The orthometric height was determined by differential leveling
 QZ0519.and adjusted by the National Geodetic Survey in June 1991..
 QZ0519
 QZ0519.The geoid height was determined by GEOID03.
 QZ0519
 QZ0519.The dynamic height is computed by dividing the NAVD 88
 QZ0519.geopotential number by the normal gravity value computed on the
 QZ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0519.degrees latitude (g = 980.6199 gals.).
 QZ0519
 QZ0519.The modeled gravity was interpolated from observed gravity values.
 QZ0519
 QZ0519;                    North         East    Units  Estimated Accuracy
 QZ0519;SPC ID W     -   461,780.      791,390.      MT  (+/- 180 meters Scaled)
 QZ0519
 QZ0519                          SUPERSEDED SURVEY CONTROL
 QZ0519
 QZ0519  NGVD 29 (??/??/92)  755.315  (m)         2478.06   (f) ADJ UNCH    1 2
 QZ0519
 QZ0519.Superseded values are not recommended for survey control.
 QZ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0519.See file dsdata.txt to determine how the superseded data were derived.
 QZ0519
 QZ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL884750(NAD 83)
 QZ0519_MARKER: DD = SURVEY DISK
 QZ0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0519_SP_SET: CULVERT
 QZ0519_STAMPING: 18-33 2463.15
 QZ0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0519
 QZ0519  HISTORY     - Date     Condition        Report By
 QZ0519  HISTORY     - UNK      MONUMENTED       BPR
 QZ0519  HISTORY     - 1945     GOOD             NGS
 QZ0519  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0519
 QZ0519                          STATION DESCRIPTION
 QZ0519
 QZ0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0519'10.7 MI W FROM GOLDEN.
 QZ0519'ALONG CONNER - GRANGEVILLE ROAD, 10.7 MILES WEST OF POST OFFICE AT
 QZ0519'GOLDEN, AT COUGAR CREEK, 10.0 FEET NORTH OF CENTERLINE OF ROAD, SET IN
 QZ0519'CENTER AND TOP OF NORTH CONCRETE HEAD-WALL OF A 4X6 FOOT CONCRETE BOX
 QZ0519'CULVERT UNDER ROAD, ABOUT SAME ELEVATION AS ROAD.  BUREAU OF PUBLIC
 QZ0519'ROADS BRONZE DISK.  NOTE-- THE PROBABLE LOCATION OF THE MARK HAS BEEN
 QZ0519'WELL ESTABLISHED.  THE PRESENT TRAVELED WAY OF THE ROAD EXTENDS PAST
 QZ0519'THE LOCATION OF THE MARK.  OBVIOUSLY THE CULVERT CONCRETE HEADWALL IN
 QZ0519'WHICH THE MARK HAS BEEN SET HAS BEEN REMOVED.  NO HEADWALLS ARE
 QZ0519'PROVIDED FOR THE PRESENT CULVERT.
 QZ0519
 QZ0519                          STATION RECOVERY (1962)
 QZ0519
 QZ0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0518 ***********************************************************************
 QZ0518  DESIGNATION -  18 36
 QZ0518  PID         -  QZ0518
 QZ0518  STATE/COUNTY-  ID/IDAHO
 QZ0518  USGS QUAD   -  HUDDLESON BLUFF (1995)
 QZ0518
 QZ0518                         *CURRENT SURVEY CONTROL
 QZ0518  ___________________________________________________________________
 QZ0518* NAD 83(1986)-  45 49 10.     (N)    115 50 32.     (W)     SCALED    
 QZ0518* NAVD 88     -       781.032  (meters)    2562.44   (feet)  ADJUSTED  
 QZ0518  ___________________________________________________________________
 QZ0518  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 QZ0518  DYNAMIC HT  -         780.855 (meters)    2561.86  (feet)  COMP
 QZ0518  MODELED GRAV-     980,364.5   (mgal)                       NAVD 88
 QZ0518
 QZ0518  VERT ORDER  -  FIRST     CLASS II
 QZ0518
 QZ0518.The horizontal coordinates were scaled from a topographic map and have
 QZ0518.an estimated accuracy of +/- 6 seconds.
 QZ0518
 QZ0518.The orthometric height was determined by differential leveling
 QZ0518.and adjusted by the National Geodetic Survey in June 1991..
 QZ0518
 QZ0518.The geoid height was determined by GEOID03.
 QZ0518
 QZ0518.The dynamic height is computed by dividing the NAVD 88
 QZ0518.geopotential number by the normal gravity value computed on the
 QZ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0518.degrees latitude (g = 980.6199 gals.).
 QZ0518
 QZ0518.The modeled gravity was interpolated from observed gravity values.
 QZ0518
 QZ0518;                    North         East    Units  Estimated Accuracy
 QZ0518;SPC ID W     -   461,380.      792,830.      MT  (+/- 180 meters Scaled)
 QZ0518
 QZ0518                          SUPERSEDED SURVEY CONTROL
 QZ0518
 QZ0518  NGVD 29 (??/??/92)  779.978  (m)         2558.98   (f) ADJ UNCH    1 2
 QZ0518
 QZ0518.Superseded values are not recommended for survey control.
 QZ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0518.See file dsdata.txt to determine how the superseded data were derived.
 QZ0518
 QZ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL899746(NAD 83)
 QZ0518_MARKER: DD = SURVEY DISK
 QZ0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0518_SP_SET: CULVERT
 QZ0518_STAMPING: 18-36 4434
 QZ0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0518
 QZ0518  HISTORY     - Date     Condition        Report By
 QZ0518  HISTORY     - UNK      MONUMENTED       BPR
 QZ0518  HISTORY     - 1945     GOOD             NGS
 QZ0518  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0518
 QZ0518                          STATION DESCRIPTION
 QZ0518
 QZ0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0518'9.65 MI W FROM GOLDEN.
 QZ0518'ALONG CONNER - GRANGEVILLE ROAD, 9.65 MILES WEST OF POST OFFICE AT
 QZ0518'GOLDEN, 0.05 MILE WEST OF SMALL GROUP OF FIR TREES BETWEEN ROAD AND
 QZ0518'RIVER, AT HIGH ROCK CLIFF, 10.0 FEET NORTH OF CENTERLINE OF ROAD, SET
 QZ0518'IN CENTER AND TOP OF NORTH STONE HEAD-WALL OF A 1 1/2 FOOT IRON PIPE
 QZ0518'CULVERT UNDER ROAD, ABOUT 0.5 FOOT ABOVE ROAD.  BUREAU OF PUBLIC ROADS
 QZ0518'BRONZE DISK.  NOTE-- THE PROBABLE LOCATION OF THE MARK HAS BEEN WELL
 QZ0518'ESTABLISHED.  THE PRESENT TRAVELED WAY OF THE ROAD EXTENDS PAST THE
 QZ0518'LOCATION OF THE MARK.  OBVIOUSLY THE CULVERT CONCRETE HEADWALL IN
 QZ0518'WHICH THE MARK HAD BEEN SET HAS BEEN REMOVED.
 QZ0518
 QZ0518                          STATION RECOVERY (1962)
 QZ0518
 QZ0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0517 ***********************************************************************
 QZ0517  DESIGNATION -  18 37
 QZ0517  PID         -  QZ0517
 QZ0517  STATE/COUNTY-  ID/IDAHO
 QZ0517  USGS QUAD   -  HUDDLESON BLUFF (1995)
 QZ0517
 QZ0517                         *CURRENT SURVEY CONTROL
 QZ0517  ___________________________________________________________________
 QZ0517* NAD 83(1986)-  45 49 12.     (N)    115 49 37.     (W)     SCALED    
 QZ0517* NAVD 88     -       816.743  (meters)    2679.60   (feet)  ADJUSTED  
 QZ0517  ___________________________________________________________________
 QZ0517  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 QZ0517  DYNAMIC HT  -         816.548 (meters)    2678.96  (feet)  COMP
 QZ0517  MODELED GRAV-     980,351.3   (mgal)                       NAVD 88
 QZ0517
 QZ0517  VERT ORDER  -  FIRST     CLASS II
 QZ0517
 QZ0517.The horizontal coordinates were scaled from a topographic map and have
 QZ0517.an estimated accuracy of +/- 6 seconds.
 QZ0517
 QZ0517.The orthometric height was determined by differential leveling
 QZ0517.and adjusted by the National Geodetic Survey in June 1991..
 QZ0517
 QZ0517.The geoid height was determined by GEOID03.
 QZ0517
 QZ0517.The dynamic height is computed by dividing the NAVD 88
 QZ0517.geopotential number by the normal gravity value computed on the
 QZ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0517.degrees latitude (g = 980.6199 gals.).
 QZ0517
 QZ0517.The modeled gravity was interpolated from observed gravity values.
 QZ0517
 QZ0517;                    North         East    Units  Estimated Accuracy
 QZ0517;SPC ID W     -   461,440.      794,020.      MT  (+/- 180 meters Scaled)
 QZ0517
 QZ0517                          SUPERSEDED SURVEY CONTROL
 QZ0517
 QZ0517  NGVD 29 (??/??/92)  815.681  (m)         2676.11   (f) ADJ UNCH    1 2
 QZ0517
 QZ0517.Superseded values are not recommended for survey control.
 QZ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0517.See file dsdata.txt to determine how the superseded data were derived.
 QZ0517
 QZ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL911747(NAD 83)
 QZ0517_MARKER: DD = SURVEY DISK
 QZ0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0517_STAMPING: 18-37 2673 30
 QZ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0517+STABILITY: SURFACE MOTION
 QZ0517
 QZ0517  HISTORY     - Date     Condition        Report By
 QZ0517  HISTORY     - UNK      MONUMENTED       BPR
 QZ0517  HISTORY     - 1945     GOOD             NGS
 QZ0517  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0517
 QZ0517                          STATION DESCRIPTION
 QZ0517
 QZ0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0517'8.85 MI W FROM GOLDEN.
 QZ0517'ALONG CONNER GRANGEVILLE ROAD, 8.85 MILES WEST OF POST OFFICE AT
 QZ0517'GOLDEN, 52.5 FEET EAST OF CENTER OF CULVERT UNDER ROAD AT GRANITE
 QZ0517'CREEK, 16.5 FEET NORTH OF CENTERLINE OF ROAD, 6.6 FEET NORTHWEST OF
 QZ0517'SIGN POST FOR GRANITE CREEK, SET IN TOP OF CONCRETE POST PROJECTING
 QZ0517'0.5 FOOT ABOVE GROUND AND ABOUT 3 FEET ABOVE ROAD.  BUREAU OF PUBLIC
 QZ0517'ROADS BRONZE DISK.  NOTE-- THE PROBABLE LOCATION OF THE MARK HAS BEEN
 QZ0517'WELL ESTABLISHED.  THE PRESENT SHOULDER OF THE ROAD EXTENDS PAST THIS
 QZ0517'LOCATION.  OBVIOUSLY THE MARK HAS BEEN REMOVED DURING THE
 QZ0517'RECONSTRUCTION AND WIDENING OF THE ROAD.
 QZ0517
 QZ0517                          STATION RECOVERY (1962)
 QZ0517
 QZ0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0516 ***********************************************************************
 QZ0516  DESIGNATION -  18 38
 QZ0516  PID         -  QZ0516
 QZ0516  STATE/COUNTY-  ID/IDAHO
 QZ0516  USGS QUAD   -  HUDDLESON BLUFF (1995)
 QZ0516
 QZ0516                         *CURRENT SURVEY CONTROL
 QZ0516  ___________________________________________________________________
 QZ0516* NAD 83(1986)-  45 49 09.     (N)    115 49 30.     (W)     SCALED    
 QZ0516* NAVD 88     -       815.438  (meters)    2675.32   (feet)  ADJUSTED  
 QZ0516  ___________________________________________________________________
 QZ0516  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 QZ0516  DYNAMIC HT  -         815.242 (meters)    2674.67  (feet)  COMP
 QZ0516  MODELED GRAV-     980,350.1   (mgal)                       NAVD 88
 QZ0516
 QZ0516  VERT ORDER  -  FIRST     CLASS II
 QZ0516
 QZ0516.The horizontal coordinates were scaled from a topographic map and have
 QZ0516.an estimated accuracy of +/- 6 seconds.
 QZ0516
 QZ0516.The orthometric height was determined by differential leveling
 QZ0516.and adjusted by the National Geodetic Survey in June 1991..
 QZ0516
 QZ0516.The geoid height was determined by GEOID03.
 QZ0516
 QZ0516.The dynamic height is computed by dividing the NAVD 88
 QZ0516.geopotential number by the normal gravity value computed on the
 QZ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0516.degrees latitude (g = 980.6199 gals.).
 QZ0516
 QZ0516.The modeled gravity was interpolated from observed gravity values.
 QZ0516
 QZ0516;                    North         East    Units  Estimated Accuracy
 QZ0516;SPC ID W     -   461,350.      794,170.      MT  (+/- 180 meters Scaled)
 QZ0516
 QZ0516                          SUPERSEDED SURVEY CONTROL
 QZ0516
 QZ0516  NGVD 29 (??/??/92)  814.374  (m)         2671.83   (f) ADJ UNCH    1 2
 QZ0516
 QZ0516.Superseded values are not recommended for survey control.
 QZ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0516.See file dsdata.txt to determine how the superseded data were derived.
 QZ0516
 QZ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL912746(NAD 83)
 QZ0516_MARKER: DD = SURVEY DISK
 QZ0516_SETTING: 80 = SET IN A BOULDER
 QZ0516_SP_SET: BOULDER
 QZ0516_STAMPING: 18-38 2669 30
 QZ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0516+STABILITY: SURFACE MOTION
 QZ0516
 QZ0516  HISTORY     - Date     Condition        Report By
 QZ0516  HISTORY     - UNK      MONUMENTED       BPR
 QZ0516  HISTORY     - 1945     GOOD             NGS
 QZ0516  HISTORY     - 1963     MARK NOT FOUND   USGS
 QZ0516
 QZ0516                          STATION DESCRIPTION
 QZ0516
 QZ0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0516'8.7 MI W FROM GOLDEN.
 QZ0516'ALONG CONNER - GRANGEVILLE ROAD, 8.7 MILES WEST OF POST OFFICE AT
 QZ0516'GOLDEN, 0.35 MILE WEST OF PEASLEY CREEK, 66.5 FEET WEST OF TRIANGULAR
 QZ0516'BLAZE ON A 3 1/2 FOOT PINE TREE, 30.0 FEET SOUTH OF CENTERLINE OF
 QZ0516'ROAD, SET IN TOP OF WEST END OF EMBEDDED GRANITE BOULDER BETWEEN ROAD
 QZ0516'AND RIVER ABOUT 7 FEET BELOW ROAD AND ABOUT 5 FEET ABOVE RIVER. BUREAU
 QZ0516'OF PUBLIC ROADS BRONZE DISK.  NOTE-- THE BUREAU OF PUBLIC ROADS
 QZ0516'BELIEVES THIS MARK WAS PROBABLY RESET.  THERE IS A MARK IN THIS
 QZ0516'APPROXIMATE AREA WITH NO STAMPING ON IT.
 QZ0516
 QZ0516                          STATION RECOVERY (1963)
 QZ0516
 QZ0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QZ0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0514 ***********************************************************************
 QZ0514  DESIGNATION -  18 48
 QZ0514  PID         -  QZ0514
 QZ0514  STATE/COUNTY-  ID/IDAHO
 QZ0514  USGS QUAD   -  HUDDLESON BLUFF (1995)
 QZ0514
 QZ0514                         *CURRENT SURVEY CONTROL
 QZ0514  ___________________________________________________________________
 QZ0514* NAD 83(1986)-  45 48 07.     (N)    115 47 02.     (W)     SCALED    
 QZ0514* NAVD 88     -       875.824  (meters)    2873.43   (feet)  ADJUSTED  
 QZ0514  ___________________________________________________________________
 QZ0514  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 QZ0514  DYNAMIC HT  -         875.606 (meters)    2872.72  (feet)  COMP
 QZ0514  MODELED GRAV-     980,337.9   (mgal)                       NAVD 88
 QZ0514
 QZ0514  VERT ORDER  -  FIRST     CLASS II
 QZ0514
 QZ0514.The horizontal coordinates were scaled from a topographic map and have
 QZ0514.an estimated accuracy of +/- 6 seconds.
 QZ0514
 QZ0514.The orthometric height was determined by differential leveling
 QZ0514.and adjusted by the National Geodetic Survey in June 1991..
 QZ0514
 QZ0514.The geoid height was determined by GEOID03.
 QZ0514
 QZ0514.The dynamic height is computed by dividing the NAVD 88
 QZ0514.geopotential number by the normal gravity value computed on the
 QZ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0514.degrees latitude (g = 980.6199 gals.).
 QZ0514
 QZ0514.The modeled gravity was interpolated from observed gravity values.
 QZ0514
 QZ0514;                    North         East    Units  Estimated Accuracy
 QZ0514;SPC ID W     -   459,430.      797,370.      MT  (+/- 180 meters Scaled)
 QZ0514
 QZ0514                          SUPERSEDED SURVEY CONTROL
 QZ0514
 QZ0514  NGVD 29 (??/??/92)  874.756  (m)         2869.93   (f) ADJ UNCH    1 2
 QZ0514
 QZ0514.Superseded values are not recommended for survey control.
 QZ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0514.See file dsdata.txt to determine how the superseded data were derived.
 QZ0514
 QZ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL945727(NAD 83)
 QZ0514_MARKER: DD = SURVEY DISK
 QZ0514_SETTING: 80 = SET IN A BOULDER
 QZ0514_SP_SET: BOULDER
 QZ0514_STAMPING: 18-48 2867 30
 QZ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0514+STABILITY: SURFACE MOTION
 QZ0514
 QZ0514  HISTORY     - Date     Condition        Report By
 QZ0514  HISTORY     - UNK      MONUMENTED       BPR
 QZ0514  HISTORY     - 1945     GOOD             NGS
 QZ0514  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0514
 QZ0514                          STATION DESCRIPTION
 QZ0514
 QZ0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0514'6.3 MI W FROM GOLDEN.
 QZ0514'ALONG CONNER - GRANGEVILLE ROAD, 6.3 MILES WEST OF THE POST OFFICE AT
 QZ0514'GOLDEN, 20.5 FEET EAST OF EAST EDGE OF HIGH ROCK CLIFF, 18.0 FEET
 QZ0514'NORTH OF CENTERLINE OF ROAD, 11.0 FEET SOUTHEAST OF SOUTHEAST SIDE OF
 QZ0514'A 4 FOOT FIR TREE, SET IN TOP OF THE SOUTH POINT OF AN EMBEDDED
 QZ0514'GRANITE BOULDER, ABOUT 4 FEET ABOVE ROAD.  BUREAU OF PUBLIC ROADS
 QZ0514'BRONZE DISK.  NOTE-- THE PROBABLE LOCATION OF THIS MARK HAS BEEN
 QZ0514'ESTABLISHED.  IT APPEARS THAT THE BOULDER IN WHICH THE MARK HAD BEEN
 QZ0514'SET HAS BEEN REMOVED DURING RECONSTRUCTION AND WIDENING OF THE ROAD.
 QZ0514
 QZ0514                          STATION RECOVERY (1962)
 QZ0514
 QZ0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0513 ***********************************************************************
 QZ0513  DESIGNATION -  18 49
 QZ0513  PID         -  QZ0513
 QZ0513  STATE/COUNTY-  ID/IDAHO
 QZ0513  USGS QUAD   -  HUDDLESON BLUFF (1995)
 QZ0513
 QZ0513                         *CURRENT SURVEY CONTROL
 QZ0513  ___________________________________________________________________
 QZ0513* NAD 83(1986)-  45 48 04.     (N)    115 47 00.     (W)     SCALED    
 QZ0513* NAVD 88     -       877.335  (meters)    2878.39   (feet)  ADJUSTED  
 QZ0513  ___________________________________________________________________
 QZ0513  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 QZ0513  DYNAMIC HT  -         877.115 (meters)    2877.67  (feet)  COMP
 QZ0513  MODELED GRAV-     980,336.8   (mgal)                       NAVD 88
 QZ0513
 QZ0513  VERT ORDER  -  FIRST     CLASS II
 QZ0513
 QZ0513.The horizontal coordinates were scaled from a topographic map and have
 QZ0513.an estimated accuracy of +/- 6 seconds.
 QZ0513
 QZ0513.The orthometric height was determined by differential leveling
 QZ0513.and adjusted by the National Geodetic Survey in June 1991..
 QZ0513
 QZ0513.The geoid height was determined by GEOID03.
 QZ0513
 QZ0513.The dynamic height is computed by dividing the NAVD 88
 QZ0513.geopotential number by the normal gravity value computed on the
 QZ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0513.degrees latitude (g = 980.6199 gals.).
 QZ0513
 QZ0513.The modeled gravity was interpolated from observed gravity values.
 QZ0513
 QZ0513;                    North         East    Units  Estimated Accuracy
 QZ0513;SPC ID W     -   459,340.      797,410.      MT  (+/- 180 meters Scaled)
 QZ0513
 QZ0513                          SUPERSEDED SURVEY CONTROL
 QZ0513
 QZ0513  NGVD 29 (??/??/92)  876.266  (m)         2874.88   (f) ADJ UNCH    1 2
 QZ0513
 QZ0513.Superseded values are not recommended for survey control.
 QZ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0513.See file dsdata.txt to determine how the superseded data were derived.
 QZ0513
 QZ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL945726(NAD 83)
 QZ0513_MARKER: DD = SURVEY DISK
 QZ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0513_STAMPING: 18-49 2872 30
 QZ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0513+STABILITY: SURFACE MOTION
 QZ0513
 QZ0513  HISTORY     - Date     Condition        Report By
 QZ0513  HISTORY     - UNK      MONUMENTED       BPR
 QZ0513  HISTORY     - 1945     GOOD             NGS
 QZ0513  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0513
 QZ0513                          STATION DESCRIPTION
 QZ0513
 QZ0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0513'6.25 MI W FROM GOLDEN.
 QZ0513'ALONG CONNER - GRANGEVILLE ROAD, 6.25 MILES WEST OF THE POST OFFICE AT
 QZ0513'GOLDEN, AT SMALL CAMP GROUND, 42.0 FEET SOUTHEAST OF CENTER OF
 QZ0513'NORTHEAST HEAD-WALL OF CULVERT UNDER ROAD, 21.0 FEET NORTHEAST OF
 QZ0513'CENTERLINE OF ROAD, 20.5 FEET SOUTHEAST OF A SPIKE DRIVEN IN A
 QZ0513'TRIANGULAR BLAZE ON A 2 1/2 FOOT FIR TREE, SET IN TOP OF CONCRETE POST
 QZ0513'PROJECTING 0.2 FOOT ABOVE GROUND AND ABOUT 7 FEET ABOVE ROAD. BUREAU
 QZ0513'OF PUBLIC ROADS BRONZE DISK.  NOTE-- ALL REFERENCE POINTS GIVEN IN THE
 QZ0513'DESCRIPTION APPARENTLY HAVE BEEN DESTROYED DURING RECONSTRUCTION AND
 QZ0513'WIDENING OF THE ROAD.  APPARENTLY THE MARK HAS BEEN DESTROYED DURING
 QZ0513'THE ROAD CONSTRUCTION.
 QZ0513
 QZ0513                          STATION RECOVERY (1962)
 QZ0513
 QZ0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0064 ***********************************************************************
 RA0064  DESIGNATION -  18 5
 RA0064  PID         -  RA0064
 RA0064  STATE/COUNTY-  ID/IDAHO
 RA0064  USGS QUAD   -  GOODWIN MEADOWS (1995)
 RA0064
 RA0064                         *CURRENT SURVEY CONTROL
 RA0064  ___________________________________________________________________
 RA0064* NAD 83(1986)-  45 51 49.     (N)    116 01 15.     (W)     SCALED    
 RA0064* NAVD 88     -       644.243  (meters)    2113.65   (feet)  ADJUSTED  
 RA0064  ___________________________________________________________________
 RA0064  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RA0064  DYNAMIC HT  -         644.106 (meters)    2113.20  (feet)  COMP
 RA0064  MODELED GRAV-     980,385.1   (mgal)                       NAVD 88
 RA0064
 RA0064  VERT ORDER  -  FIRST     CLASS II
 RA0064
 RA0064.The horizontal coordinates were scaled from a topographic map and have
 RA0064.an estimated accuracy of +/- 6 seconds.
 RA0064
 RA0064.The orthometric height was determined by differential leveling
 RA0064.and adjusted by the National Geodetic Survey in June 1991..
 RA0064
 RA0064.The geoid height was determined by GEOID03.
 RA0064
 RA0064.The dynamic height is computed by dividing the NAVD 88
 RA0064.geopotential number by the normal gravity value computed on the
 RA0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0064.degrees latitude (g = 980.6199 gals.).
 RA0064
 RA0064.The modeled gravity was interpolated from observed gravity values.
 RA0064
 RA0064;                    North         East    Units  Estimated Accuracy
 RA0064;SPC ID W     -   466,320.      778,970.      MT  (+/- 180 meters Scaled)
 RA0064
 RA0064                          SUPERSEDED SURVEY CONTROL
 RA0064
 RA0064  NGVD 29 (??/??/92)  643.19   (m)         2110.2    (f) COMPUTED    1 2
 RA0064
 RA0064.Superseded values are not recommended for survey control.
 RA0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0064.See file dsdata.txt to determine how the superseded data were derived.
 RA0064
 RA0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL760793(NAD 83)
 RA0064_MARKER: DD = SURVEY DISK
 RA0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0064_STAMPING: 18-5 2107 30
 RA0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0064+STABILITY: SURFACE MOTION
 RA0064
 RA0064  HISTORY     - Date     Condition        Report By
 RA0064  HISTORY     - UNK      MONUMENTED       BPR
 RA0064  HISTORY     - 1945     GOOD             NGS
 RA0064
 RA0064                          STATION DESCRIPTION
 RA0064
 RA0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0064'20.4 MI W FROM GOLDEN.
 RA0064'ALONG CONNER - GRANGEVILLE ROAD.  20.4 MILES WEST OF POST OFFICE AT
 RA0064'GOLDEN, 2.1 MILES EAST OF STEEL BRIDGE OVER SOUTH FORK OF CLEARWATER
 RA0064'RIVER, AT LARGE TURNOUT FOR ROAD, 56.0 FEET SOUTHWEST OF CENTERLINE OF
 RA0064'ROAD, 33.0 FEET NORTH OF 3 FOOT FIR TREE, 16.0 FEET WEST OF 3 FOOT FIR
 RA0064'TREE, 3.5 FEET NORTHWEST OF REFERENCE POST, SET IN TOP OF CONCRETE
 RA0064'POST PROJECTING 0.4 FOOT ABOVE GROUND AND ABOUT 4 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0512 ***********************************************************************
 QZ0512  DESIGNATION -  18 50
 QZ0512  PID         -  QZ0512
 QZ0512  STATE/COUNTY-  ID/IDAHO
 QZ0512  USGS QUAD   -  HUDDLESON BLUFF (1995)
 QZ0512
 QZ0512                         *CURRENT SURVEY CONTROL
 QZ0512  ___________________________________________________________________
 QZ0512* NAD 83(1986)-  45 47 44.     (N)    115 46 46.     (W)     SCALED    
 QZ0512* NAVD 88     -       893.144  (meters)    2930.26   (feet)  ADJUSTED  
 QZ0512  ___________________________________________________________________
 QZ0512  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 QZ0512  DYNAMIC HT  -         892.913 (meters)    2929.50  (feet)  COMP
 QZ0512  MODELED GRAV-     980,328.8   (mgal)                       NAVD 88
 QZ0512
 QZ0512  VERT ORDER  -  FIRST     CLASS II
 QZ0512
 QZ0512.The horizontal coordinates were scaled from a topographic map and have
 QZ0512.an estimated accuracy of +/- 6 seconds.
 QZ0512
 QZ0512.The orthometric height was determined by differential leveling
 QZ0512.and adjusted by the National Geodetic Survey in June 1991..
 QZ0512
 QZ0512.The geoid height was determined by GEOID03.
 QZ0512
 QZ0512.The dynamic height is computed by dividing the NAVD 88
 QZ0512.geopotential number by the normal gravity value computed on the
 QZ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0512.degrees latitude (g = 980.6199 gals.).
 QZ0512
 QZ0512.The modeled gravity was interpolated from observed gravity values.
 QZ0512
 QZ0512;                    North         East    Units  Estimated Accuracy
 QZ0512;SPC ID W     -   458,720.      797,710.      MT  (+/- 180 meters Scaled)
 QZ0512
 QZ0512                          SUPERSEDED SURVEY CONTROL
 QZ0512
 QZ0512  NGVD 29 (??/??/92)  892.069  (m)         2926.73   (f) ADJ UNCH    1 2
 QZ0512
 QZ0512.Superseded values are not recommended for survey control.
 QZ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0512.See file dsdata.txt to determine how the superseded data were derived.
 QZ0512
 QZ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL948720(NAD 83)
 QZ0512_MARKER: DD = SURVEY DISK
 QZ0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0512_SP_SET: CULVERT
 QZ0512_STAMPING: 18-50 2933 30
 QZ0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0512
 QZ0512  HISTORY     - Date     Condition        Report By
 QZ0512  HISTORY     - UNK      MONUMENTED       BPR
 QZ0512  HISTORY     - 1945     GOOD             NGS
 QZ0512  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0512
 QZ0512                          STATION DESCRIPTION
 QZ0512
 QZ0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0512'5.75 MI W FROM GOLDEN.
 QZ0512'ALONG CONNER - GRANGEVILLE ROAD, 5.75 MILES WEST OF THE POST OFFICE AT
 QZ0512'GOLDEN, ACROSS ROAD FROM THE UPPER END OF PROMINENT RAPIDS IN SOUTH
 QZ0512'FORK OF CLEARWATER RIVER, AT EAST END OF A LONG, HIGH AND SLOPING ROCK
 QZ0512'BANK WHICH IS ON NORTH SIDE OF ROAD, 10.0 FEET NORTH OF CENTERLINE OF
 QZ0512'ROAD, SET IN CENTER AND TOP OF NORTH STONE HEAD-WALL OF 1 1/2 FOOT
 QZ0512'IRON PIPE CULVERT UNDER ROAD, ABOUT SAME ELEVATION AS ROAD. BUREAU OF
 QZ0512'PUBLIC ROADS BRONZE DISK.  NOTE-- THE PROBABLE LOCATION OF THIS MARK
 QZ0512'HAS BEEN ESTABLISHED.  DURING RECONSTRUCTION OF THE ROAD THE STONE
 QZ0512'HEADWALL IN WHICH THIS MARK HAD BEEN SET HAS BEEN DESTROYED.
 QZ0512
 QZ0512                          STATION RECOVERY (1962)
 QZ0512
 QZ0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0511 ***********************************************************************
 QZ0511  DESIGNATION -  18 53
 QZ0511  PID         -  QZ0511
 QZ0511  STATE/COUNTY-  ID/IDAHO
 QZ0511  USGS QUAD   -  HUDDLESON BLUFF (1995)
 QZ0511
 QZ0511                         *CURRENT SURVEY CONTROL
 QZ0511  ___________________________________________________________________
 QZ0511* NAD 83(1986)-  45 47 50.     (N)    115 46 15.     (W)     SCALED    
 QZ0511* NAVD 88     -       905.207  (meters)    2969.83   (feet)  ADJUSTED  
 QZ0511  ___________________________________________________________________
 QZ0511  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 QZ0511  DYNAMIC HT  -         904.976 (meters)    2969.08  (feet)  COMP
 QZ0511  MODELED GRAV-     980,332.2   (mgal)                       NAVD 88
 QZ0511
 QZ0511  VERT ORDER  -  FIRST     CLASS II
 QZ0511
 QZ0511.The horizontal coordinates were scaled from a topographic map and have
 QZ0511.an estimated accuracy of +/- 6 seconds.
 QZ0511
 QZ0511.The orthometric height was determined by differential leveling
 QZ0511.and adjusted by the National Geodetic Survey in June 1991..
 QZ0511
 QZ0511.The geoid height was determined by GEOID03.
 QZ0511
 QZ0511.The dynamic height is computed by dividing the NAVD 88
 QZ0511.geopotential number by the normal gravity value computed on the
 QZ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0511.degrees latitude (g = 980.6199 gals.).
 QZ0511
 QZ0511.The modeled gravity was interpolated from observed gravity values.
 QZ0511
 QZ0511;                    North         East    Units  Estimated Accuracy
 QZ0511;SPC ID W     -   458,900.      798,380.      MT  (+/- 180 meters Scaled)
 QZ0511
 QZ0511                          SUPERSEDED SURVEY CONTROL
 QZ0511
 QZ0511  NGVD 29 (??/??/92)  904.135  (m)         2966.32   (f) ADJ UNCH    1 2
 QZ0511
 QZ0511.Superseded values are not recommended for survey control.
 QZ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0511.See file dsdata.txt to determine how the superseded data were derived.
 QZ0511
 QZ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL955722(NAD 83)
 QZ0511_MARKER: DD = SURVEY DISK
 QZ0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0511_SP_SET: CULVERT
 QZ0511_STAMPING: 18-53 2963 3
 QZ0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0511
 QZ0511  HISTORY     - Date     Condition        Report By
 QZ0511  HISTORY     - UNK      MONUMENTED       BPR
 QZ0511  HISTORY     - 1945     GOOD             NGS
 QZ0511  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0511
 QZ0511                          STATION DESCRIPTION
 QZ0511
 QZ0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0511'5.25 MI W FROM GOLDEN.
 QZ0511'ALONG CONNER - GRANGEVILLE ROAD, 5.25 MILES WEST OF THE POST OFFICE AT
 QZ0511'GOLDEN, AT CROSSING OF SMALL STREAM, ACROSS SOUTH FORK OF CLEARWATER
 QZ0511'RIVER AND 156.0 FEET DOWNSTREAM FROM NORTHEAST POINT OF PROMINENT ROCK
 QZ0511'BLUFF ON SOUTH BANK OF RIVER, 12.0 FEET NORTH OF CENTERLINE OF ROAD,
 QZ0511'SET IN CENTER AND TOP OF NORTH STONE HEAD-WALL OF A 1 1/2 FOOT IRON
 QZ0511'PIPE CULVERT UNDER ROAD, ABOUT SAME ELEVATION AS ROAD. BUREAU OF
 QZ0511'PUBLIC ROADS BRONZE DISK.  NOTE-- THE PROBABLE LOCATION OF THIS MARK
 QZ0511'HAS BEEN ESTABLISHED.  DURING RECONSTRUCTION OF THE ROAD THE STONE
 QZ0511'HEADWALL IN WHICH THIS MARK HAD BEEN SET HAS BEEN DESTROYED.
 QZ0511
 QZ0511                          STATION RECOVERY (1962)
 QZ0511
 QZ0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0510 ***********************************************************************
 QZ0510  DESIGNATION -  18 55
 QZ0510  PID         -  QZ0510
 QZ0510  STATE/COUNTY-  ID/IDAHO
 QZ0510  USGS QUAD   -  HUDDLESON BLUFF (1995)
 QZ0510
 QZ0510                         *CURRENT SURVEY CONTROL
 QZ0510  ___________________________________________________________________
 QZ0510* NAD 83(1986)-  45 47 43.     (N)    115 45 44.     (W)     SCALED    
 QZ0510* NAVD 88     -       919.290  (meters)    3016.04   (feet)  ADJUSTED  
 QZ0510  ___________________________________________________________________
 QZ0510  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 QZ0510  DYNAMIC HT  -         919.054 (meters)    3015.26  (feet)  COMP
 QZ0510  MODELED GRAV-     980,329.2   (mgal)                       NAVD 88
 QZ0510
 QZ0510  VERT ORDER  -  FIRST     CLASS II
 QZ0510
 QZ0510.The horizontal coordinates were scaled from a topographic map and have
 QZ0510.an estimated accuracy of +/- 6 seconds.
 QZ0510
 QZ0510.The orthometric height was determined by differential leveling
 QZ0510.and adjusted by the National Geodetic Survey in June 1991..
 QZ0510
 QZ0510.The geoid height was determined by GEOID03.
 QZ0510
 QZ0510.The dynamic height is computed by dividing the NAVD 88
 QZ0510.geopotential number by the normal gravity value computed on the
 QZ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0510.degrees latitude (g = 980.6199 gals.).
 QZ0510
 QZ0510.The modeled gravity was interpolated from observed gravity values.
 QZ0510
 QZ0510;                    North         East    Units  Estimated Accuracy
 QZ0510;SPC ID W     -   458,690.      799,050.      MT  (+/- 180 meters Scaled)
 QZ0510
 QZ0510                          SUPERSEDED SURVEY CONTROL
 QZ0510
 QZ0510  NGVD 29 (??/??/92)  918.217  (m)         3012.52   (f) ADJ UNCH    1 2
 QZ0510
 QZ0510.Superseded values are not recommended for survey control.
 QZ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0510.See file dsdata.txt to determine how the superseded data were derived.
 QZ0510
 QZ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL961720(NAD 83)
 QZ0510_MARKER: DB = BENCH MARK DISK
 QZ0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0510_SP_SET: CULVERT
 QZ0510_STAMPING: 18-55 3009 30
 QZ0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0510
 QZ0510  HISTORY     - Date     Condition        Report By
 QZ0510  HISTORY     - UNK      MONUMENTED       BPR
 QZ0510  HISTORY     - 1945     GOOD             NGS
 QZ0510  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0510
 QZ0510                          STATION DESCRIPTION
 QZ0510
 QZ0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0510'4.75 MI W FROM GOLDEN.
 QZ0510'ALONG CONNER - GRANGEVILLE ROAD, 4.75 MILES WEST OF THE POST OFFICE AT
 QZ0510'GOLDEN, ABOUT 100 FEET UPSTREAM AND ACROSS SOUTH FORK OF CLEARWATER
 QZ0510'RIVER FROM MOUTH OF TWENTY MILE CREEK, 66.0 FEET NORTHWEST OF AND
 QZ0510'ACROSS ROAD FROM HIGHEST POINT OF GRANITE OUTCROP, 9.0 FEET NORTH OF
 QZ0510'CENTERLINE OF ROAD, SET IN CENTER AND TOP OF NORTH STONE HEAD-WALL OF
 QZ0510'A 1 1/2 FOOT IRON PIPE CULVERT UNDER ROAD, ABOUT SAME ELEVATION AS
 QZ0510'ROAD.  BUREAU OF PUBLIC ROADS BRONZE DISK.  NOTE-- THE PROBABLE
 QZ0510'LOCATION OF THIS MARK HAS BEEN ESTABLISHED.  DURING RECONSTRUCTION OF
 QZ0510'THE ROAD THE STONE HEADWALL IN WHICH THIS MARK HAD BEEN SET HAS BEEN
 QZ0510'DESTROYED.
 QZ0510
 QZ0510                          STATION RECOVERY (1962)
 QZ0510
 QZ0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0509 ***********************************************************************
 QZ0509  DESIGNATION -  18 56
 QZ0509  PID         -  QZ0509
 QZ0509  STATE/COUNTY-  ID/IDAHO
 QZ0509  USGS QUAD   -  HUDDLESON BLUFF (1995)
 QZ0509
 QZ0509                         *CURRENT SURVEY CONTROL
 QZ0509  ___________________________________________________________________
 QZ0509* NAD 83(1986)-  45 47 43.     (N)    115 45 33.     (W)     SCALED    
 QZ0509* NAVD 88     -       924.200  (meters)    3032.15   (feet)  ADJUSTED  
 QZ0509  ___________________________________________________________________
 QZ0509  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 QZ0509  DYNAMIC HT  -         923.960 (meters)    3031.36  (feet)  COMP
 QZ0509  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 QZ0509
 QZ0509  VERT ORDER  -  FIRST     CLASS II
 QZ0509
 QZ0509.The horizontal coordinates were scaled from a topographic map and have
 QZ0509.an estimated accuracy of +/- 6 seconds.
 QZ0509
 QZ0509.The orthometric height was determined by differential leveling
 QZ0509.and adjusted by the National Geodetic Survey in June 1991..
 QZ0509
 QZ0509.The geoid height was determined by GEOID03.
 QZ0509
 QZ0509.The dynamic height is computed by dividing the NAVD 88
 QZ0509.geopotential number by the normal gravity value computed on the
 QZ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0509.degrees latitude (g = 980.6199 gals.).
 QZ0509
 QZ0509.The modeled gravity was interpolated from observed gravity values.
 QZ0509
 QZ0509;                    North         East    Units  Estimated Accuracy
 QZ0509;SPC ID W     -   458,690.      799,290.      MT  (+/- 180 meters Scaled)
 QZ0509
 QZ0509                          SUPERSEDED SURVEY CONTROL
 QZ0509
 QZ0509  NGVD 29 (??/??/92)  923.124  (m)         3028.62   (f) ADJ UNCH    1 2
 QZ0509
 QZ0509.Superseded values are not recommended for survey control.
 QZ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0509.See file dsdata.txt to determine how the superseded data were derived.
 QZ0509
 QZ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL964720(NAD 83)
 QZ0509_MARKER: DD = SURVEY DISK
 QZ0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0509_SP_SET: CULVERT
 QZ0509_STAMPING: 18-56 3025 30
 QZ0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0509
 QZ0509  HISTORY     - Date     Condition        Report By
 QZ0509  HISTORY     - UNK      MONUMENTED       BPR
 QZ0509  HISTORY     - 1945     GOOD             NGS
 QZ0509  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0509
 QZ0509                          STATION DESCRIPTION
 QZ0509
 QZ0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0509'4.5 MI W FROM GOLDEN.
 QZ0509'ALONG CONNER - GRANGEVILLE ROAD, 4.5 MILES WEST OF THE POST OFFICE AT
 QZ0509'GOLDEN, AT SURVEYOR CREEK, 10.0 FEET SOUTH OF CENTERLINE OF ROAD, SET
 QZ0509'3.2 FEET WEST OF EAST END OF SOUTH STONE HEAD-WALL OF A 6X6 FOOT BOX
 QZ0509'CULVERT UNDER ROAD, ABOUT 1 FOOT ABOVE ROAD.  BUREAU OF PUBLIC ROADS
 QZ0509'BRONZE DISK.  NOTE-- THE PROBABLE LOCATION OF THIS MARK HAS BEEN
 QZ0509'ESTABLISHED.  DURING RECONSTRUCTION OF THE ROAD THE STONE HEADWALL IN
 QZ0509'WHICH THIS MARK HAD BEEN SET HAS BEEN DESTROYED.
 QZ0509
 QZ0509                          STATION RECOVERY (1962)
 QZ0509
 QZ0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0507 ***********************************************************************
 QZ0507  DESIGNATION -  18 60
 QZ0507  PID         -  QZ0507
 QZ0507  STATE/COUNTY-  ID/IDAHO
 QZ0507  USGS QUAD   -  GOLDEN (1995)
 QZ0507
 QZ0507                         *CURRENT SURVEY CONTROL
 QZ0507  ___________________________________________________________________
 QZ0507* NAD 83(1986)-  45 47 44.     (N)    115 43 35.     (W)     SCALED    
 QZ0507* NAVD 88     -       998.221  (meters)    3275.00   (feet)  ADJUSTED  
 QZ0507  ___________________________________________________________________
 QZ0507  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 QZ0507  DYNAMIC HT  -         997.949 (meters)    3274.10  (feet)  COMP
 QZ0507  MODELED GRAV-     980,310.0   (mgal)                       NAVD 88
 QZ0507
 QZ0507  VERT ORDER  -  FIRST     CLASS II
 QZ0507
 QZ0507.The horizontal coordinates were scaled from a topographic map and have
 QZ0507.an estimated accuracy of +/- 6 seconds.
 QZ0507
 QZ0507.The orthometric height was determined by differential leveling
 QZ0507.and adjusted by the National Geodetic Survey in June 1991..
 QZ0507
 QZ0507.The geoid height was determined by GEOID03.
 QZ0507
 QZ0507.The dynamic height is computed by dividing the NAVD 88
 QZ0507.geopotential number by the normal gravity value computed on the
 QZ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0507.degrees latitude (g = 980.6199 gals.).
 QZ0507
 QZ0507.The modeled gravity was interpolated from observed gravity values.
 QZ0507
 QZ0507;                    North         East    Units  Estimated Accuracy
 QZ0507;SPC ID W     -   458,720.      801,840.      MT  (+/- 180 meters Scaled)
 QZ0507
 QZ0507                          SUPERSEDED SURVEY CONTROL
 QZ0507
 QZ0507  NGVD 29 (??/??/92)  997.135  (m)         3271.43   (f) ADJ UNCH    1 2
 QZ0507
 QZ0507.Superseded values are not recommended for survey control.
 QZ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0507.See file dsdata.txt to determine how the superseded data were derived.
 QZ0507
 QZ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL989721(NAD 83)
 QZ0507_MARKER: DD = SURVEY DISK
 QZ0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0507_SP_SET: CULVERT
 QZ0507_STAMPING: 18-60 3268 30
 QZ0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0507
 QZ0507  HISTORY     - Date     Condition        Report By
 QZ0507  HISTORY     - UNK      MONUMENTED       BPR
 QZ0507  HISTORY     - 1945     GOOD             NGS
 QZ0507  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0507
 QZ0507                          STATION DESCRIPTION
 QZ0507
 QZ0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0507'2.8 MI W FROM GOLDEN.
 QZ0507'ALONG CONNER - GRANGEVILLE ROAD, 2.8 MILES WEST OF THE POST OFFICE AT
 QZ0507'GOLDEN, DIRECTLY BELOW WEST END OF HIGH ROCK CLIFF WHICH IS A SHORT
 QZ0507'DISTANCE NORTH OF ROAD, 9.0 FEET NORTH OF CENTERLINE OF ROAD, SET IN
 QZ0507'CENTER OF NORTH STONE HEADWALL OF A 1 1/2 FOOT IRON PIPE CULVERT UNDER
 QZ0507'ROAD, ABOUT SAME ELEVATION AS ROAD, ALSO 0.5 MILE EAST OF DROOGS
 QZ0507'CREEK.  BUREAU OF PUBLIC ROADS BRONZE DISK.  NOTE-- CONSTRUCTION IN
 QZ0507'AREA.
 QZ0507
 QZ0507                          STATION RECOVERY (1962)
 QZ0507
 QZ0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0506 ***********************************************************************
 QZ0506  DESIGNATION -  18 61
 QZ0506  PID         -  QZ0506
 QZ0506  STATE/COUNTY-  ID/IDAHO
 QZ0506  USGS QUAD   -  GOLDEN (1995)
 QZ0506
 QZ0506                         *CURRENT SURVEY CONTROL
 QZ0506  ___________________________________________________________________
 QZ0506* NAD 83(1986)-  45 47 50.     (N)    115 43 10.     (W)     SCALED    
 QZ0506* NAVD 88     -      1016.466  (meters)    3334.86   (feet)  ADJUSTED  
 QZ0506  ___________________________________________________________________
 QZ0506  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 QZ0506  DYNAMIC HT  -        1016.189 (meters)    3333.95  (feet)  COMP
 QZ0506  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 QZ0506
 QZ0506  VERT ORDER  -  FIRST     CLASS II
 QZ0506
 QZ0506.The horizontal coordinates were scaled from a topographic map and have
 QZ0506.an estimated accuracy of +/- 6 seconds.
 QZ0506
 QZ0506.The orthometric height was determined by differential leveling
 QZ0506.and adjusted by the National Geodetic Survey in June 1991..
 QZ0506
 QZ0506.The geoid height was determined by GEOID03.
 QZ0506
 QZ0506.The dynamic height is computed by dividing the NAVD 88
 QZ0506.geopotential number by the normal gravity value computed on the
 QZ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0506.degrees latitude (g = 980.6199 gals.).
 QZ0506
 QZ0506.The modeled gravity was interpolated from observed gravity values.
 QZ0506
 QZ0506;                    North         East    Units  Estimated Accuracy
 QZ0506;SPC ID W     -   458,900.      802,380.      MT  (+/- 180 meters Scaled)
 QZ0506
 QZ0506                          SUPERSEDED SURVEY CONTROL
 QZ0506
 QZ0506  NGVD 29 (??/??/92) 1015.381  (m)         3331.30   (f) ADJ UNCH    1 2
 QZ0506
 QZ0506.Superseded values are not recommended for survey control.
 QZ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0506.See file dsdata.txt to determine how the superseded data were derived.
 QZ0506
 QZ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL995723(NAD 83)
 QZ0506_MARKER: DD = SURVEY DISK
 QZ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0506_STAMPING: 18-61 3328 30
 QZ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0506+STABILITY: SURFACE MOTION
 QZ0506
 QZ0506  HISTORY     - Date     Condition        Report By
 QZ0506  HISTORY     - UNK      MONUMENTED       BPR
 QZ0506  HISTORY     - 1945     GOOD             NGS
 QZ0506  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0506
 QZ0506                          STATION DESCRIPTION
 QZ0506
 QZ0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0506'2.4 MI W FROM GOLDEN.
 QZ0506'ALONG CONNER - GRANGEVILLE ROAD, 2.4 MILES WEST OF THE POST OFFICE AT
 QZ0506'GOLDEN, AT TURNOUT FOR ROAD, 27.0 FEET SOUTHEAST OF CENTERLINE OF
 QZ0506'ROAD, 7.2 FEET EAST OF CENTER OF SOUTHEAST END OF 1 1/2 FOOT IRON PIPE
 QZ0506'CULVERT UNDER ROAD, SET IN TOP OF CONCRETE POST PROJECTING 0.1 FOOT
 QZ0506'ABOVE GROUND AND ABOUT 2 1/2 FEET BELOW ROAD, DIRECTLY ACROSS ROAD
 QZ0506'FROM BENCH MARK NO. 18-62.  BUREAU OF PUBLIC ROADS BRONZE DISK. NOTE--
 QZ0506'CONSTRUCTION IN AREA.
 QZ0506
 QZ0506                          STATION RECOVERY (1962)
 QZ0506
 QZ0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0505 ***********************************************************************
 QZ0505  DESIGNATION -  18 62
 QZ0505  PID         -  QZ0505
 QZ0505  STATE/COUNTY-  ID/IDAHO
 QZ0505  USGS QUAD   -  GOLDEN (1995)
 QZ0505
 QZ0505                         *CURRENT SURVEY CONTROL
 QZ0505  ___________________________________________________________________
 QZ0505* NAD 83(1986)-  45 47 51.     (N)    115 43 11.     (W)     SCALED    
 QZ0505* NAVD 88     -      1017.382  (meters)    3337.86   (feet)  ADJUSTED  
 QZ0505  ___________________________________________________________________
 QZ0505  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 QZ0505  DYNAMIC HT  -        1017.105 (meters)    3336.95  (feet)  COMP
 QZ0505  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 QZ0505
 QZ0505  VERT ORDER  -  FIRST     CLASS II
 QZ0505
 QZ0505.The horizontal coordinates were scaled from a topographic map and have
 QZ0505.an estimated accuracy of +/- 6 seconds.
 QZ0505
 QZ0505.The orthometric height was determined by differential leveling
 QZ0505.and adjusted by the National Geodetic Survey in June 1991..
 QZ0505
 QZ0505.The geoid height was determined by GEOID03.
 QZ0505
 QZ0505.The dynamic height is computed by dividing the NAVD 88
 QZ0505.geopotential number by the normal gravity value computed on the
 QZ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0505.degrees latitude (g = 980.6199 gals.).
 QZ0505
 QZ0505.The modeled gravity was interpolated from observed gravity values.
 QZ0505
 QZ0505;                    North         East    Units  Estimated Accuracy
 QZ0505;SPC ID W     -   458,940.      802,350.      MT  (+/- 180 meters Scaled)
 QZ0505
 QZ0505                          SUPERSEDED SURVEY CONTROL
 QZ0505
 QZ0505  NGVD 29 (??/??/92) 1016.297  (m)         3334.30   (f) ADJ UNCH    1 2
 QZ0505
 QZ0505.Superseded values are not recommended for survey control.
 QZ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0505.See file dsdata.txt to determine how the superseded data were derived.
 QZ0505
 QZ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL994723(NAD 83)
 QZ0505_MARKER: DD = SURVEY DISK
 QZ0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0505_SP_SET: CULVERT
 QZ0505_STAMPING: 18-62 30
 QZ0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0505
 QZ0505  HISTORY     - Date     Condition        Report By
 QZ0505  HISTORY     - UNK      MONUMENTED       BPR
 QZ0505  HISTORY     - 1945     GOOD             NGS
 QZ0505  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0505
 QZ0505                          STATION DESCRIPTION
 QZ0505
 QZ0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0505'2.4 MI W FROM GOLDEN.
 QZ0505'ALONG CONNER - GRANGEVILLE ROAD, 2.4 MILES WEST OF THE POST OFFICE AT
 QZ0505'GOLDEN, AT TURNOUT FOR ROAD, 13.0 FEET NORTHWEST OF CENTERLINE OF
 QZ0505'ROAD, SET IN TOP OF NORTHEAST END OF NORTHWEST STONE HEAD-WALL OF A 1
 QZ0505'1/2 FOOT IRON PIPE CULVERT UNDER ROAD AND DIRECTLY ACROSS ROAD FROM
 QZ0505'BENCH MARK NO. 18-61, ABOUT THE SAME ELEVATION AS THE ROAD.  BUREAU OF
 QZ0505'PUBLIC ROADS BRONZE DISK.  NOTE-- CONSTRUCTION IN AREA.
 QZ0505
 QZ0505                          STATION RECOVERY (1962)
 QZ0505
 QZ0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0503 ***********************************************************************
 QZ0503  DESIGNATION -  18 63
 QZ0503  PID         -  QZ0503
 QZ0503  STATE/COUNTY-  ID/IDAHO
 QZ0503  USGS QUAD   -  GOLDEN (1995)
 QZ0503
 QZ0503                         *CURRENT SURVEY CONTROL
 QZ0503  ___________________________________________________________________
 QZ0503* NAD 83(1986)-  45 47 53.     (N)    115 43 04.     (W)     SCALED    
 QZ0503* NAVD 88     -      1019.011  (meters)    3343.21   (feet)  ADJUSTED  
 QZ0503  ___________________________________________________________________
 QZ0503  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 QZ0503  DYNAMIC HT  -        1018.734 (meters)    3342.30  (feet)  COMP
 QZ0503  MODELED GRAV-     980,310.2   (mgal)                       NAVD 88
 QZ0503
 QZ0503  VERT ORDER  -  FIRST     CLASS II
 QZ0503
 QZ0503.The horizontal coordinates were scaled from a topographic map and have
 QZ0503.an estimated accuracy of +/- 6 seconds.
 QZ0503
 QZ0503.The orthometric height was determined by differential leveling
 QZ0503.and adjusted by the National Geodetic Survey in June 1991..
 QZ0503
 QZ0503.The geoid height was determined by GEOID03.
 QZ0503
 QZ0503.The dynamic height is computed by dividing the NAVD 88
 QZ0503.geopotential number by the normal gravity value computed on the
 QZ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0503.degrees latitude (g = 980.6199 gals.).
 QZ0503
 QZ0503.The modeled gravity was interpolated from observed gravity values.
 QZ0503
 QZ0503;                    North         East    Units  Estimated Accuracy
 QZ0503;SPC ID W     -   459,000.      802,510.      MT  (+/- 180 meters Scaled)
 QZ0503
 QZ0503                          SUPERSEDED SURVEY CONTROL
 QZ0503
 QZ0503  NGVD 29 (??/??/92) 1017.926  (m)         3339.65   (f) ADJ UNCH    1 2
 QZ0503
 QZ0503.Superseded values are not recommended for survey control.
 QZ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0503.See file dsdata.txt to determine how the superseded data were derived.
 QZ0503
 QZ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL996724(NAD 83)
 QZ0503_MARKER: DD = SURVEY DISK
 QZ0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0503_SP_SET: CULVERT
 QZ0503_STAMPING: 18-63 3336 30
 QZ0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0503
 QZ0503  HISTORY     - Date     Condition        Report By
 QZ0503  HISTORY     - UNK      MONUMENTED       BPR
 QZ0503  HISTORY     - 1945     GOOD             NGS
 QZ0503  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0503
 QZ0503                          STATION DESCRIPTION
 QZ0503
 QZ0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0503'2.3 MI W FROM GOLDEN.
 QZ0503'ALONG CONNER - GRANGEVILLE ROAD, 2.3 MILES WEST OF THE POST OFFICE AT
 QZ0503'GOLDEN, AT TURNOUT FOR ROAD, 20.5 FEET SOUTHEAST OF CENTERLINE OF
 QZ0503'ROAD, 2.4 FEET SOUTHEAST OF A 2 1/2 FOOT FIR TREE, SET IN TOP OF
 QZ0503'CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND, DIRECTLY ACROSS ROAD
 QZ0503'FROM BENCH MARK NO. 18-64 IN CULVERT HEAD-WALL, ABOUT SAME ELEVATION
 QZ0503'AS THE ROAD.  BUREAU OF PUBLIC ROADS BRONZE DISK.  NOTE-- CONSTRUCTION
 QZ0503'IN AREA.
 QZ0503
 QZ0503                          STATION RECOVERY (1962)
 QZ0503
 QZ0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0504 ***********************************************************************
 QZ0504  DESIGNATION -  18 64
 QZ0504  PID         -  QZ0504
 QZ0504  STATE/COUNTY-  ID/IDAHO
 QZ0504  USGS QUAD   -  GOLDEN (1995)
 QZ0504
 QZ0504                         *CURRENT SURVEY CONTROL
 QZ0504  ___________________________________________________________________
 QZ0504* NAD 83(1986)-  45 47 53.     (N)    115 43 05.     (W)     SCALED    
 QZ0504* NAVD 88     -      1018.872  (meters)    3342.75   (feet)  ADJUSTED  
 QZ0504  ___________________________________________________________________
 QZ0504  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 QZ0504  DYNAMIC HT  -        1018.596 (meters)    3341.84  (feet)  COMP
 QZ0504  MODELED GRAV-     980,310.2   (mgal)                       NAVD 88
 QZ0504
 QZ0504  VERT ORDER  -  FIRST     CLASS II
 QZ0504
 QZ0504.The horizontal coordinates were scaled from a topographic map and have
 QZ0504.an estimated accuracy of +/- 6 seconds.
 QZ0504
 QZ0504.The orthometric height was determined by differential leveling
 QZ0504.and adjusted by the National Geodetic Survey in June 1991..
 QZ0504
 QZ0504.The geoid height was determined by GEOID03.
 QZ0504
 QZ0504.The dynamic height is computed by dividing the NAVD 88
 QZ0504.geopotential number by the normal gravity value computed on the
 QZ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0504.degrees latitude (g = 980.6199 gals.).
 QZ0504
 QZ0504.The modeled gravity was interpolated from observed gravity values.
 QZ0504
 QZ0504;                    North         East    Units  Estimated Accuracy
 QZ0504;SPC ID W     -   459,000.      802,480.      MT  (+/- 180 meters Scaled)
 QZ0504
 QZ0504                          SUPERSEDED SURVEY CONTROL
 QZ0504
 QZ0504  NGVD 29 (??/??/92) 1017.788  (m)         3339.19   (f) ADJ UNCH    1 2
 QZ0504
 QZ0504.Superseded values are not recommended for survey control.
 QZ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0504.See file dsdata.txt to determine how the superseded data were derived.
 QZ0504
 QZ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL996724(NAD 83)
 QZ0504_MARKER: DD = SURVEY DISK
 QZ0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0504_SP_SET: CULVERT
 QZ0504_STAMPING: 18-64 30
 QZ0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0504
 QZ0504  HISTORY     - Date     Condition        Report By
 QZ0504  HISTORY     - UNK      MONUMENTED       BPR
 QZ0504  HISTORY     - 1945     GOOD             NGS
 QZ0504  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0504
 QZ0504                          STATION DESCRIPTION
 QZ0504
 QZ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0504'2.3 MI W FROM GOLDEN.
 QZ0504'ALONG CONNER - GRANGEVILLE ROAD, 2.3 MILES WEST OF THE POST OFFICE AT
 QZ0504'GOLDEN, 29.5 FEET NORTHWEST OF AND ACROSS ROAD FROM A 2 1/2 FOOT FIR
 QZ0504'TREE, 13.0 FEET NORTHWEST OF CENTERLINE OF ROAD, DIRECTLY ACROSS ROAD
 QZ0504'FROM BENCH MARK NO. 18-63, SET IN TOP OF NORTHEAST END OF STONE
 QZ0504'HEAD-WALL OF A 1 1/2 FOOT IRON PIPE CULVERT UNDER ROAD, ABOUT SAME
 QZ0504'ELEVATION AS ROAD.  BUREAU OF PUBLIC ROADS BRONZE DISK.  NOTE--
 QZ0504'CONSTRUCTION IN AREA.
 QZ0504
 QZ0504                          STATION RECOVERY (1962)
 QZ0504
 QZ0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0502 ***********************************************************************
 QZ0502  DESIGNATION -  18 65
 QZ0502  PID         -  QZ0502
 QZ0502  STATE/COUNTY-  ID/IDAHO
 QZ0502  USGS QUAD   -  GOLDEN (1995)
 QZ0502
 QZ0502                         *CURRENT SURVEY CONTROL
 QZ0502  ___________________________________________________________________
 QZ0502* NAD 83(1986)-  45 47 57.     (N)    115 42 45.     (W)     SCALED    
 QZ0502* NAVD 88     -      1024.592  (meters)    3361.52   (feet)  ADJUSTED  
 QZ0502  ___________________________________________________________________
 QZ0502  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 QZ0502  DYNAMIC HT  -        1024.314 (meters)    3360.60  (feet)  COMP
 QZ0502  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 QZ0502
 QZ0502  VERT ORDER  -  FIRST     CLASS II
 QZ0502
 QZ0502.The horizontal coordinates were scaled from a topographic map and have
 QZ0502.an estimated accuracy of +/- 6 seconds.
 QZ0502
 QZ0502.The orthometric height was determined by differential leveling
 QZ0502.and adjusted by the National Geodetic Survey in June 1991..
 QZ0502
 QZ0502.The geoid height was determined by GEOID03.
 QZ0502
 QZ0502.The dynamic height is computed by dividing the NAVD 88
 QZ0502.geopotential number by the normal gravity value computed on the
 QZ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0502.degrees latitude (g = 980.6199 gals.).
 QZ0502
 QZ0502.The modeled gravity was interpolated from observed gravity values.
 QZ0502
 QZ0502;                    North         East    Units  Estimated Accuracy
 QZ0502;SPC ID W     -   459,120.      802,920.      MT  (+/- 180 meters Scaled)
 QZ0502
 QZ0502                          SUPERSEDED SURVEY CONTROL
 QZ0502
 QZ0502  NGVD 29 (??/??/92) 1023.508  (m)         3357.96   (f) ADJ UNCH    1 2
 QZ0502
 QZ0502.Superseded values are not recommended for survey control.
 QZ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0502.See file dsdata.txt to determine how the superseded data were derived.
 QZ0502
 QZ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL000725(NAD 83)
 QZ0502_MARKER: DD = SURVEY DISK
 QZ0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0502_SP_SET: CULVERT
 QZ0502_STAMPING: 18-65 3344 30
 QZ0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0502
 QZ0502  HISTORY     - Date     Condition        Report By
 QZ0502  HISTORY     - UNK      MONUMENTED       BPR
 QZ0502  HISTORY     - 1945     GOOD             NGS
 QZ0502  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0502
 QZ0502                          STATION DESCRIPTION
 QZ0502
 QZ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0502'2.0 MI W FROM GOLDEN.
 QZ0502'ALONG CONNER - GRANGEVILLE ROAD, 2.0 MILES WEST OF THE POST OFFICE AT
 QZ0502'GOLDEN, AT CROSSING OF SMALL STREAM, 13.0 FEET NORTH OF CENTERLINE OF
 QZ0502'ROAD, SET IN CENTER AND TOP OF THE NORTHWEST STONE HEAD-WALL OF A 2
 QZ0502'FOOT IRON PIPE CULVERT UNDER ROAD, ABOUT 1 FOOT BELOW ROAD.  BUREAU OF
 QZ0502'PUBLIC ROADS BRONZE DISK.  NOTE-- CONSTRUCTION IN AREA.
 QZ0502
 QZ0502                          STATION RECOVERY (1962)
 QZ0502
 QZ0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0499 ***********************************************************************
 QZ0499  DESIGNATION -  18 70
 QZ0499  PID         -  QZ0499
 QZ0499  STATE/COUNTY-  ID/IDAHO
 QZ0499  USGS QUAD   -  GOLDEN (1995)
 QZ0499
 QZ0499                         *CURRENT SURVEY CONTROL
 QZ0499  ___________________________________________________________________
 QZ0499* NAD 83(1986)-  45 48 22.     (N)    115 41 09.     (W)     SCALED    
 QZ0499* NAVD 88     -      1040.917  (meters)    3415.08   (feet)  ADJUSTED  
 QZ0499  ___________________________________________________________________
 QZ0499  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 QZ0499  DYNAMIC HT  -        1040.633 (meters)    3414.14  (feet)  COMP
 QZ0499  MODELED GRAV-     980,307.8   (mgal)                       NAVD 88
 QZ0499
 QZ0499  VERT ORDER  -  FIRST     CLASS II
 QZ0499
 QZ0499.The horizontal coordinates were scaled from a topographic map and have
 QZ0499.an estimated accuracy of +/- 6 seconds.
 QZ0499
 QZ0499.The orthometric height was determined by differential leveling
 QZ0499.and adjusted by the National Geodetic Survey in June 1991..
 QZ0499
 QZ0499.The geoid height was determined by GEOID03.
 QZ0499
 QZ0499.The dynamic height is computed by dividing the NAVD 88
 QZ0499.geopotential number by the normal gravity value computed on the
 QZ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0499.degrees latitude (g = 980.6199 gals.).
 QZ0499
 QZ0499.The modeled gravity was interpolated from observed gravity values.
 QZ0499
 QZ0499;                    North         East    Units  Estimated Accuracy
 QZ0499;SPC ID W     -   459,890.      804,990.      MT  (+/- 180 meters Scaled)
 QZ0499
 QZ0499                          SUPERSEDED SURVEY CONTROL
 QZ0499
 QZ0499  NGVD 29 (??/??/92) 1039.83   (m)         3411.5    (f) COMPUTED    1 2
 QZ0499
 QZ0499.Superseded values are not recommended for survey control.
 QZ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0499.See file dsdata.txt to determine how the superseded data were derived.
 QZ0499
 QZ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL021733(NAD 83)
 QZ0499_MARKER: DD = SURVEY DISK
 QZ0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0499_STAMPING: 18-70 3408 30
 QZ0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0499+STABILITY: SURFACE MOTION
 QZ0499
 QZ0499  HISTORY     - Date     Condition        Report By
 QZ0499  HISTORY     - UNK      MONUMENTED       BPR
 QZ0499  HISTORY     - 1945     GOOD             NGS
 QZ0499
 QZ0499                          STATION DESCRIPTION
 QZ0499
 QZ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0499'0.5 MI W FROM GOLDEN.
 QZ0499'ALONG CONNER - GRANGEVILLE ROAD, 0.5 MILE WEST OF THE POST OFFICE AT
 QZ0499'GOLDEN, 320.0 FEET DOWN STREAM OF SOUTH FORK OF CLEARWATER RIVER FROM
 QZ0499'NORTHWEST END OF WOODEN SUSPENSION BRIDGE ACROSS RIVER AND LEADING TO
 QZ0499'SMALL POWER PLANT WHICH IS AT THE MOUTH OF TEN MILE CREEK, 33.0 FEET
 QZ0499'SOUTH OF CENTERLINE OF ROAD, 19.0 FEET WEST OF A 2 1/2 FOOT FIR TREE,
 QZ0499'16.5 FEET NORTHWEST OF A SPIKE DRIVEN IN A 1 1/2 FOOT FIR TREE, 2.4
 QZ0499'FEET WEST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 QZ0499'PROJECTING 0.2 FOOT ABOVE GROUND AND ABOUT 7 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0500 ***********************************************************************
 QZ0500  DESIGNATION -  18 70 RESET
 QZ0500  PID         -  QZ0500
 QZ0500  STATE/COUNTY-  ID/IDAHO
 QZ0500  USGS QUAD   -  GOLDEN (1995)
 QZ0500
 QZ0500                         *CURRENT SURVEY CONTROL
 QZ0500  ___________________________________________________________________
 QZ0500* NAD 83(1986)-  45 48 22.     (N)    115 41 09.     (W)     SCALED    
 QZ0500* NAVD 88     -      1043.07   (meters)    3422.1    (feet)  RESET     
 QZ0500  ___________________________________________________________________
 QZ0500  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 QZ0500
 QZ0500  VERT ORDER  -  THIRD
 QZ0500
 QZ0500.The horizontal coordinates were scaled from a topographic map and have
 QZ0500.an estimated accuracy of +/- 6 seconds.
 QZ0500
 QZ0500.The orthometric height was computed from unverified reset data.
 QZ0500.No vertical observational check was made to the station.
 QZ0500
 QZ0500.The geoid height was determined by GEOID03.
 QZ0500
 QZ0500;                    North         East    Units  Estimated Accuracy
 QZ0500;SPC ID W     -   459,890.      804,990.      MT  (+/- 180 meters Scaled)
 QZ0500
 QZ0500                          SUPERSEDED SURVEY CONTROL
 QZ0500
 QZ0500  NGVD 29 (??/??/??) 1041.98   (m)         3418.6    (f) RESET       3  
 QZ0500
 QZ0500.Superseded values are not recommended for survey control.
 QZ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0500.See file dsdata.txt to determine how the superseded data were derived.
 QZ0500
 QZ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL021733(NAD 83)
 QZ0500_MARKER: DB = BENCH MARK DISK
 QZ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0500_STAMPING: 18 70 B P R RESET 1964
 QZ0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0500+STABILITY: SURFACE MOTION
 QZ0500
 QZ0500  HISTORY     - Date     Condition        Report By
 QZ0500  HISTORY     - 1964     MONUMENTED       CGS
 QZ0500
 QZ0500                          STATION DESCRIPTION
 QZ0500
 QZ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QZ0500'0.5 MI SW FROM GOLDEN.
 QZ0500'ABOUT 0.5 MILES SOUTHWEST FROM THE GOLDEN POST OFFICE BY GOING
 QZ0500'SOUTHWEST ALONG THE CONNER-GRANGEVILLE ROAD FOR 0.5 MILES TO THE BENCH
 QZ0500'MARK ON THE RIGHT 90 FEET WEST OF AN ANCHOR FOR A TRAM, 27 FEET NORTH
 QZ0500'OF THE CENTER OF THE ROAD, 16 FEET SOUTH OF THE CENTER OF AN OLD TRACK
 QZ0500'ROAD, 1 FOOT EAST OF A ROCK CAIRN, 0.5 FOOT WEST OF A METAL WITNESS
 QZ0500'POST AND 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A 10
 QZ0500'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0498 ***********************************************************************
 QZ0498  DESIGNATION -  18 71
 QZ0498  PID         -  QZ0498
 QZ0498  STATE/COUNTY-  ID/IDAHO
 QZ0498  USGS QUAD   -  GOLDEN (1995)
 QZ0498
 QZ0498                         *CURRENT SURVEY CONTROL
 QZ0498  ___________________________________________________________________
 QZ0498* NAD 83(1986)-  45 48 23.     (N)    115 41 08.     (W)     SCALED    
 QZ0498* NAVD 88     -      1043.428  (meters)    3423.31   (feet)  ADJUSTED  
 QZ0498  ___________________________________________________________________
 QZ0498  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 QZ0498  DYNAMIC HT  -        1043.143 (meters)    3422.38  (feet)  COMP
 QZ0498  MODELED GRAV-     980,307.9   (mgal)                       NAVD 88
 QZ0498
 QZ0498  VERT ORDER  -  FIRST     CLASS II
 QZ0498
 QZ0498.The horizontal coordinates were scaled from a topographic map and have
 QZ0498.an estimated accuracy of +/- 6 seconds.
 QZ0498
 QZ0498.The orthometric height was determined by differential leveling
 QZ0498.and adjusted by the National Geodetic Survey in June 1991..
 QZ0498
 QZ0498.The geoid height was determined by GEOID03.
 QZ0498
 QZ0498.The dynamic height is computed by dividing the NAVD 88
 QZ0498.geopotential number by the normal gravity value computed on the
 QZ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0498.degrees latitude (g = 980.6199 gals.).
 QZ0498
 QZ0498.The modeled gravity was interpolated from observed gravity values.
 QZ0498
 QZ0498;                    North         East    Units  Estimated Accuracy
 QZ0498;SPC ID W     -   459,920.      805,010.      MT  (+/- 180 meters Scaled)
 QZ0498
 QZ0498                          SUPERSEDED SURVEY CONTROL
 QZ0498
 QZ0498  NGVD 29 (??/??/92) 1042.342  (m)         3419.75   (f) ADJ UNCH    1 2
 QZ0498
 QZ0498.Superseded values are not recommended for survey control.
 QZ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0498.See file dsdata.txt to determine how the superseded data were derived.
 QZ0498
 QZ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL021733(NAD 83)
 QZ0498_MARKER: DD = SURVEY DISK
 QZ0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0498_STAMPING: 18-71 30
 QZ0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0498+STABILITY: SURFACE MOTION
 QZ0498
 QZ0498  HISTORY     - Date     Condition        Report By
 QZ0498  HISTORY     - UNK      MONUMENTED       BPR
 QZ0498  HISTORY     - 1945     GOOD             NGS
 QZ0498
 QZ0498                          STATION DESCRIPTION
 QZ0498
 QZ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0498'0.5 MI W FROM GOLDEN.
 QZ0498'ALONG CONNER - GRANGEVILLE ROAD, 0.5 MILE WEST OF THE POST OFFICE AT
 QZ0498'GOLDEN, 320.0 FEET DOWN STREAM OF SOUTH FORK OF CLEARWATER RIVER FROM
 QZ0498'NORTHWEST END OF WOODEN SUSPENSION BRIDGE ACROSS RIVER AND LEADING TO
 QZ0498'A SMALL POWER PLANT WHICH IS AT THE MOUTH OF TEN MILE CREEK, 27.0 FEET
 QZ0498'NORTH OF CENTERLINE OF ROAD, 19.4 FEET SOUTHWEST OF SOUTHWEST CORNER
 QZ0498'OF A ROCK CRUSHER BUILDING FOR A MINE, 12.0 FEET SOUTHEAST OF A 2 1/2
 QZ0498'FOOT FIR TREE, DIRECTLY ACROSS ROAD FROM BENCH MARK NO. 18-70, SET IN
 QZ0498'TOP OF CONCRETE POST PROJECTING 0.4 FOOT AND ABOUT 2 FEET ABOVE ROAD.
 QZ0498'BUREAU OF PUBLIC ROADS BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0496 ***********************************************************************
 QZ0496  DESIGNATION -  18 73
 QZ0496  PID         -  QZ0496
 QZ0496  STATE/COUNTY-  ID/IDAHO
 QZ0496  USGS QUAD   -  GOLDEN (1995)
 QZ0496
 QZ0496                         *CURRENT SURVEY CONTROL
 QZ0496  ___________________________________________________________________
 QZ0496* NAD 83(1986)-  45 48 44.     (N)    115 40 53.     (W)     SCALED    
 QZ0496* NAVD 88     -      1056.652  (meters)    3466.70   (feet)  ADJUSTED  
 QZ0496  ___________________________________________________________________
 QZ0496  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 QZ0496  DYNAMIC HT  -        1056.365 (meters)    3465.76  (feet)  COMP
 QZ0496  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 QZ0496
 QZ0496  VERT ORDER  -  FIRST     CLASS II
 QZ0496
 QZ0496.The horizontal coordinates were scaled from a topographic map and have
 QZ0496.an estimated accuracy of +/- 6 seconds.
 QZ0496
 QZ0496.The orthometric height was determined by differential leveling
 QZ0496.and adjusted by the National Geodetic Survey in June 1991..
 QZ0496
 QZ0496.The geoid height was determined by GEOID03.
 QZ0496
 QZ0496.The dynamic height is computed by dividing the NAVD 88
 QZ0496.geopotential number by the normal gravity value computed on the
 QZ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0496.degrees latitude (g = 980.6199 gals.).
 QZ0496
 QZ0496.The modeled gravity was interpolated from observed gravity values.
 QZ0496
 QZ0496;                    North         East    Units  Estimated Accuracy
 QZ0496;SPC ID W     -   460,570.      805,330.      MT  (+/- 180 meters Scaled)
 QZ0496
 QZ0496                          SUPERSEDED SURVEY CONTROL
 QZ0496
 QZ0496  NGVD 29 (??/??/92) 1055.57   (m)         3463.1    (f) COMPUTED    1 2
 QZ0496
 QZ0496.Superseded values are not recommended for survey control.
 QZ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0496.See file dsdata.txt to determine how the superseded data were derived.
 QZ0496
 QZ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL024740(NAD 83)
 QZ0496_MARKER: DD = SURVEY DISK
 QZ0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0496_STAMPING: 18-73 3460 30
 QZ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0496+STABILITY: SURFACE MOTION
 QZ0496
 QZ0496  HISTORY     - Date     Condition        Report By
 QZ0496  HISTORY     - UNK      MONUMENTED       BPR
 QZ0496  HISTORY     - 1945     GOOD             NGS
 QZ0496
 QZ0496                          STATION DESCRIPTION
 QZ0496
 QZ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0496'IN GOLDEN.
 QZ0496'ALONG CONNER - GRANGEVILLE ROAD, AT GOLDEN, AT THE SOUTHEAST CORNER OF
 QZ0496'THE HOTEL AND POST OFFICE BUILDING, 30.0 FEET NORTH OF CENTERLINE OF
 QZ0496'ROAD, 10.0 FEET WEST OF THE GASOLINE PUMP, SET IN TOP OF CONCRETE POST
 QZ0496'PROJECTING 0.2 FOOT THROUGH THE PORCH FLOOR OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0497 ***********************************************************************
 QZ0497  DESIGNATION -  18 73 RESET
 QZ0497  PID         -  QZ0497
 QZ0497  STATE/COUNTY-  ID/IDAHO
 QZ0497  USGS QUAD   -  GOLDEN (1995)
 QZ0497
 QZ0497                         *CURRENT SURVEY CONTROL
 QZ0497  ___________________________________________________________________
 QZ0497* NAD 83(1986)-  45 48 44.     (N)    115 40 53.     (W)     SCALED    
 QZ0497* NAVD 88     -      1057.72   (meters)    3470.2    (feet)  RESET     
 QZ0497  ___________________________________________________________________
 QZ0497  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 QZ0497
 QZ0497  VERT ORDER  -  THIRD
 QZ0497
 QZ0497.The horizontal coordinates were scaled from a topographic map and have
 QZ0497.an estimated accuracy of +/- 6 seconds.
 QZ0497
 QZ0497.The orthometric height was computed from unverified reset data.
 QZ0497.No vertical observational check was made to the station.
 QZ0497
 QZ0497.The geoid height was determined by GEOID03.
 QZ0497
 QZ0497;                    North         East    Units  Estimated Accuracy
 QZ0497;SPC ID W     -   460,570.      805,330.      MT  (+/- 180 meters Scaled)
 QZ0497
 QZ0497                          SUPERSEDED SURVEY CONTROL
 QZ0497
 QZ0497  NGVD 29 (??/??/??) 1056.64   (m)         3466.7    (f) RESET       3  
 QZ0497
 QZ0497.Superseded values are not recommended for survey control.
 QZ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0497.See file dsdata.txt to determine how the superseded data were derived.
 QZ0497
 QZ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL024740(NAD 83)
 QZ0497_MARKER: DB = BENCH MARK DISK
 QZ0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0497_STAMPING: 18 73 B P R RESET 1964
 QZ0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0497+STABILITY: SURFACE MOTION
 QZ0497
 QZ0497  HISTORY     - Date     Condition        Report By
 QZ0497  HISTORY     - 1964     MONUMENTED       CGS
 QZ0497
 QZ0497                          STATION DESCRIPTION
 QZ0497
 QZ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QZ0497'IN GOLDEN.
 QZ0497'AT GOLDEN, IDAHO COUNTY, 210 FEET WEST-NORTHWEST OF THE GOLDEN POST
 QZ0497'OFFICE, 40 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES, 33
 QZ0497'FEET NORTHWEST OF THE CENTER OF THE ROAD, 1 1/2 FEET NORTHWEST OF A
 QZ0497'METAL WITNESS POST AND 3 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE
 QZ0497'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0494 ***********************************************************************
 QZ0494  DESIGNATION -  18 80
 QZ0494  PID         -  QZ0494
 QZ0494  STATE/COUNTY-  ID/IDAHO
 QZ0494  USGS QUAD   -  GOLDEN (1995)
 QZ0494
 QZ0494                         *CURRENT SURVEY CONTROL
 QZ0494  ___________________________________________________________________
 QZ0494* NAD 83(1986)-  45 48 38.     (N)    115 39 24.     (W)     SCALED    
 QZ0494* NAVD 88     -      1069.132  (meters)    3507.64   (feet)  ADJUSTED  
 QZ0494  ___________________________________________________________________
 QZ0494  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 QZ0494  DYNAMIC HT  -        1068.842 (meters)    3506.69  (feet)  COMP
 QZ0494  MODELED GRAV-     980,307.8   (mgal)                       NAVD 88
 QZ0494
 QZ0494  VERT ORDER  -  FIRST     CLASS II
 QZ0494
 QZ0494.The horizontal coordinates were scaled from a topographic map and have
 QZ0494.an estimated accuracy of +/- 6 seconds.
 QZ0494
 QZ0494.The orthometric height was determined by differential leveling
 QZ0494.and adjusted by the National Geodetic Survey in June 1991..
 QZ0494
 QZ0494.The geoid height was determined by GEOID03.
 QZ0494
 QZ0494.The dynamic height is computed by dividing the NAVD 88
 QZ0494.geopotential number by the normal gravity value computed on the
 QZ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0494.degrees latitude (g = 980.6199 gals.).
 QZ0494
 QZ0494.The modeled gravity was interpolated from observed gravity values.
 QZ0494
 QZ0494;                    North         East    Units  Estimated Accuracy
 QZ0494;SPC ID W     -   460,390.      807,250.      MT  (+/- 180 meters Scaled)
 QZ0494
 QZ0494                          SUPERSEDED SURVEY CONTROL
 QZ0494
 QZ0494  NGVD 29 (??/??/92) 1068.046  (m)         3504.08   (f) ADJ UNCH    1 2
 QZ0494
 QZ0494.Superseded values are not recommended for survey control.
 QZ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0494.See file dsdata.txt to determine how the superseded data were derived.
 QZ0494
 QZ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL043738(NAD 83)
 QZ0494_MARKER: DD = SURVEY DISK
 QZ0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0494_SP_SET: CULVERT
 QZ0494_STAMPING: 18-80 3499 30
 QZ0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0494
 QZ0494  HISTORY     - Date     Condition        Report By
 QZ0494  HISTORY     - UNK      MONUMENTED       BPR
 QZ0494  HISTORY     - 1945     GOOD             NGS
 QZ0494  HISTORY     - 1962     GOOD             USGS
 QZ0494
 QZ0494                          STATION DESCRIPTION
 QZ0494
 QZ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0494'1.3 MI E FROM GOLDEN.
 QZ0494'ALONG CONNER - GRANGEVILLE ROAD, 1.3 MILE EAST OF THE POST OFFICE AT
 QZ0494'GOLDEN, 0.25 MILE SOUTHWEST OF SERVICE STATION AT FALL CREEK, 116.0
 QZ0494'FEET EAST OF AND ACROSS ROAD FROM NORTH END OF WOODEN FOOT BRIDGE OVER
 QZ0494'SOUTH FORK OF CLEARWATER RIVER, 11.5 FEET NORTH OF CENTERLINE OF ROAD,
 QZ0494'SET IN CENTER AND TOP OF NORTH STONE HEAD-WALL OF A 1 1/2 FOOT IRON
 QZ0494'PIPE CULVERT UNDER ROAD, ABOUT SAME ELEVATION AS ROAD.  BUREAU OF
 QZ0494'PUBLIC ROADS BRONZE DISK.  NOTE-- 1962 USGS REPORT-THE FOLLOWING PART
 QZ0494'OF DESCRIPTION SHOULD BE DELETED-- 116 FEET EAST AND ACROSS THE ROAD
 QZ0494'FROM THE NORTH END OF A WOODEN FOOTBRIDGE OVER THE SOUTH FORK OF
 QZ0494'CLEARWATER RIVER.
 QZ0494
 QZ0494                          STATION RECOVERY (1962)
 QZ0494
 QZ0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0529 ***********************************************************************
 QZ0529  DESIGNATION -  18 9
 QZ0529  PID         -  QZ0529
 QZ0529  STATE/COUNTY-  ID/IDAHO
 QZ0529  USGS QUAD   -  HUNGRY RIDGE (1995)
 QZ0529
 QZ0529                         *CURRENT SURVEY CONTROL
 QZ0529  ___________________________________________________________________
 QZ0529* NAD 83(1986)-  45 49 42.     (N)    115 57 58.     (W)     SCALED    
 QZ0529* NAVD 88     -       695.862  (meters)    2283.01   (feet)  ADJUSTED  
 QZ0529  ___________________________________________________________________
 QZ0529  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 QZ0529  DYNAMIC HT  -         695.709 (meters)    2282.51  (feet)  COMP
 QZ0529  MODELED GRAV-     980,375.3   (mgal)                       NAVD 88
 QZ0529
 QZ0529  VERT ORDER  -  FIRST     CLASS II
 QZ0529
 QZ0529.The horizontal coordinates were scaled from a topographic map and have
 QZ0529.an estimated accuracy of +/- 6 seconds.
 QZ0529
 QZ0529.The orthometric height was determined by differential leveling
 QZ0529.and adjusted by the National Geodetic Survey in June 1991..
 QZ0529
 QZ0529.The geoid height was determined by GEOID03.
 QZ0529
 QZ0529.The dynamic height is computed by dividing the NAVD 88
 QZ0529.geopotential number by the normal gravity value computed on the
 QZ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0529.degrees latitude (g = 980.6199 gals.).
 QZ0529
 QZ0529.The modeled gravity was interpolated from observed gravity values.
 QZ0529
 QZ0529;                    North         East    Units  Estimated Accuracy
 QZ0529;SPC ID W     -   462,380.      783,210.      MT  (+/- 180 meters Scaled)
 QZ0529
 QZ0529                          SUPERSEDED SURVEY CONTROL
 QZ0529
 QZ0529  NGVD 29 (??/??/92)  694.810  (m)         2279.56   (f) ADJ UNCH    1 2
 QZ0529
 QZ0529.Superseded values are not recommended for survey control.
 QZ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0529.See file dsdata.txt to determine how the superseded data were derived.
 QZ0529
 QZ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL803754(NAD 83)
 QZ0529_MARKER: DD = SURVEY DISK
 QZ0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0529_STAMPING: 18-9 2276 30
 QZ0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0529+STABILITY: SURFACE MOTION
 QZ0529
 QZ0529  HISTORY     - Date     Condition        Report By
 QZ0529  HISTORY     - UNK      MONUMENTED       BPR
 QZ0529  HISTORY     - 1945     GOOD             NGS
 QZ0529
 QZ0529                          STATION DESCRIPTION
 QZ0529
 QZ0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0529'16.45 MI W FROM GOLDEN.
 QZ0529'ALONG CONNER - GRANGEVILLE ROAD, 16.45 MILES WEST OF POST OFFICE AT
 QZ0529'GOLDEN, 0.05 MILE EAST OF JUNCTION OF ROAD LEADING TO CASTLE CREEK
 QZ0529'RANGER STATION, 28.5 FEET SOUTH OF CENTERLINE OF ROAD, 13.0 FEET
 QZ0529'SOUTHEAST OF TRIANGULAR BLAZE ON A 2 FOOT PINE TREE, SET IN TOP OF
 QZ0529'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND AND ABOUT 4 FEET BELOW
 QZ0529'ROAD.  BUREAU OF PUBLIC ROADS BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0460 ***********************************************************************
 QZ0460  DESIGNATION -  18 A
 QZ0460  PID         -  QZ0460
 QZ0460  STATE/COUNTY-  ID/IDAHO
 QZ0460  USGS QUAD   -  BURGDORF (1989)
 QZ0460
 QZ0460                         *CURRENT SURVEY CONTROL
 QZ0460  ___________________________________________________________________
 QZ0460* NAD 83(1986)-  45 19 58.     (N)    115 56 51.     (W)     SCALED    
 QZ0460* NAVD 88     -      1941.627  (meters)    6370.15   (feet)  ADJUSTED  
 QZ0460  ___________________________________________________________________
 QZ0460  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 QZ0460  DYNAMIC HT  -        1940.684 (meters)    6367.06  (feet)  COMP
 QZ0460  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 QZ0460
 QZ0460  VERT ORDER  -  SECOND    CLASS 0
 QZ0460
 QZ0460.The horizontal coordinates were scaled from a topographic map and have
 QZ0460.an estimated accuracy of +/- 6 seconds.
 QZ0460
 QZ0460.The orthometric height was determined by differential leveling
 QZ0460.and adjusted by the National Geodetic Survey in June 1991..
 QZ0460
 QZ0460.The geoid height was determined by GEOID03.
 QZ0460
 QZ0460.The dynamic height is computed by dividing the NAVD 88
 QZ0460.geopotential number by the normal gravity value computed on the
 QZ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0460.degrees latitude (g = 980.6199 gals.).
 QZ0460
 QZ0460.The modeled gravity was interpolated from observed gravity values.
 QZ0460
 QZ0460;                    North         East    Units  Estimated Accuracy
 QZ0460;SPC ID W     -   407,310.      784,520.      MT  (+/- 180 meters Scaled)
 QZ0460
 QZ0460                          SUPERSEDED SURVEY CONTROL
 QZ0460
 QZ0460  NGVD 29 (??/??/92) 1940.295  (m)         6365.78   (f) ADJ UNCH    2 0
 QZ0460
 QZ0460.Superseded values are not recommended for survey control.
 QZ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0460.See file dsdata.txt to determine how the superseded data were derived.
 QZ0460
 QZ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL824204(NAD 83)
 QZ0460_MARKER: DD = SURVEY DISK
 QZ0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0460_SP_SET: CULVERT
 QZ0460_STAMPING: 18 A 1938
 QZ0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0460
 QZ0460  HISTORY     - Date     Condition        Report By
 QZ0460  HISTORY     - 1938     MONUMENTED       USGS
 QZ0460  HISTORY     - 1959     GOOD             NGS
 QZ0460
 QZ0460                          STATION DESCRIPTION
 QZ0460
 QZ0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QZ0460'4.45 MI N FROM BURGDORF.
 QZ0460'4.45 MILES NORTH ALONG A GRAVEL ROAD FROM THE STORE AT BURGDORF, AT
 QZ0460'THE CROSSING OF WILLOW CREEK, IN TOP OF A 2 1/2-BY 3 1/2-FOOT GRANITE
 QZ0460'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 115 FEET EAST
 QZ0460'OF THE CENTER LINE OF THE ROAD, 100 FEET EAST-NORTHEAST OF THE CENTER
 QZ0460'OF THE EAST HEAD WALL OF A 6 1/2 FOOT PIPE CULVERT UNDER THE ROAD, 28
 QZ0460'FEET SOUTHEAST OF THE SOUTHEAST BANK OF A CREEK, 1.0 FOOT SOUTHWEST OF
 QZ0460'A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0487 ***********************************************************************
 NW0487  DESIGNATION -  18 EMH
 NW0487  PID         -  NW0487
 NW0487  STATE/COUNTY-  ID/OWYHEE
 NW0487  USGS QUAD   -  CLOVER MTN (1972)
 NW0487
 NW0487                         *CURRENT SURVEY CONTROL
 NW0487  ___________________________________________________________________
 NW0487* NAD 83(1986)-  42 39 17.     (N)    116 26 54.     (W)     SCALED    
 NW0487* NAVD 88     -      1878.732  (meters)    6163.81   (feet)  POSTED    
 NW0487  ___________________________________________________________________
 NW0487  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 NW0487  DYNAMIC HT  -        1877.480 (meters)    6159.70  (feet)  COMP
 NW0487  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 NW0487
 NW0487  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0487
 NW0487.The horizontal coordinates were scaled from a topographic map and have
 NW0487.an estimated accuracy of +/- 6 seconds.
 NW0487
 NW0487.The orthometric height was determined by differential leveling
 NW0487.and adjusted by the National Geodetic Survey in 1992..
 NW0487.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0487.rate of 0.0 thru 1.0 mm/km.
 NW0487
 NW0487.The geoid height was determined by GEOID03.
 NW0487
 NW0487.The dynamic height is computed by dividing the NAVD 88
 NW0487.geopotential number by the normal gravity value computed on the
 NW0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0487.degrees latitude (g = 980.6199 gals.).
 NW0487
 NW0487.The modeled gravity was interpolated from observed gravity values.
 NW0487
 NW0487;                    North         East    Units  Estimated Accuracy
 NW0487;SPC ID W     -   109,980.      742,740.      MT  (+/- 180 meters Scaled)
 NW0487
 NW0487                          SUPERSEDED SURVEY CONTROL
 NW0487
 NW0487.No superseded survey control is available for this station.
 NW0487
 NW0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH452226(NAD 83)
 NW0487_MARKER: DD = SURVEY DISK
 NW0487_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0487_SP_SET: COPPER-CLAD STEEL ROD
 NW0487_STAMPING: 18 EMH 1972 6160
 NW0487_MARK LOGO: USGS  
 NW0487_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0487+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0487
 NW0487  HISTORY     - Date     Condition        Report By
 NW0487  HISTORY     - 1972     MONUMENTED       USGS
 NW0487
 NW0487                          STATION DESCRIPTION
 NW0487
 NW0487'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0487'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0487'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0487'0.7 MILES NORTH ALONG MUD FLAT ROAD, 7.1 MILES NORTHEAST OF MUD FLAT
 NW0487'RESOURCE AREA FIELD STATION, 390 FEET NORTHEAST OF A SMALL
 NW0487'INTERMITTENT RESERVOIR ON THE SOUTHEAST SIDE OF THE ROAD, 37 FEET
 NW0487'NORTHWEST AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0444 ***********************************************************************
 NW0444  DESIGNATION -  18 FMK
 NW0444  PID         -  NW0444
 NW0444  STATE/COUNTY-  ID/OWYHEE
 NW0444  USGS QUAD   -  TRIANGLE FLAT (1990)
 NW0444
 NW0444                         *CURRENT SURVEY CONTROL
 NW0444  ___________________________________________________________________
 NW0444* NAD 83(1986)-  42 51 27.     (N)    116 44 30.     (W)     SCALED    
 NW0444* NAVD 88     -      1647.927  (meters)    5406.57   (feet)  POSTED    
 NW0444  ___________________________________________________________________
 NW0444  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 NW0444  DYNAMIC HT  -        1646.900 (meters)    5403.20  (feet)  COMP
 NW0444  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 NW0444
 NW0444  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0444
 NW0444.The horizontal coordinates were scaled from a topographic map and have
 NW0444.an estimated accuracy of +/- 6 seconds.
 NW0444
 NW0444.The orthometric height was determined by differential leveling
 NW0444.and adjusted by the National Geodetic Survey in 1992..
 NW0444.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0444.rate of 1.1 thru 2.0 mm/km.
 NW0444
 NW0444.The geoid height was determined by GEOID03.
 NW0444
 NW0444.The dynamic height is computed by dividing the NAVD 88
 NW0444.geopotential number by the normal gravity value computed on the
 NW0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0444.degrees latitude (g = 980.6199 gals.).
 NW0444
 NW0444.The modeled gravity was interpolated from observed gravity values.
 NW0444
 NW0444;                    North         East    Units  Estimated Accuracy
 NW0444;SPC ID W     -   132,740.      718,960.      MT  (+/- 180 meters Scaled)
 NW0444
 NW0444                          SUPERSEDED SURVEY CONTROL
 NW0444
 NW0444.No superseded survey control is available for this station.
 NW0444
 NW0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH211450(NAD 83)
 NW0444_MARKER: DD = SURVEY DISK
 NW0444_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0444_SP_SET: PREFAB CONC. POST IN EARTH
 NW0444_STAMPING: 18 FMK 1964
 NW0444_MARK LOGO: USGS  
 NW0444_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0444+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0444
 NW0444  HISTORY     - Date     Condition        Report By
 NW0444  HISTORY     - 1964     MONUMENTED       USGS
 NW0444
 NW0444                          STATION DESCRIPTION
 NW0444
 NW0444'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0444'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0444'SOUTHEAST ALONG COUNTY ROAD, THENCE 18.5 MILES SOUTHEAST ALONG FLINT
 NW0444'CREEK ROAD, AT THE TOP OF A GRADE IN A SADDLE, 35 FEET WEST OF THE
 NW0444'ROAD, 18 FEET SOUTH OF A DIM TRACK ROAD, 14 FEET WEST OF A JUNIPER
 NW0444'TREE, 6 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0544 ***********************************************************************
 NW0544  DESIGNATION -  18 MDC
 NW0544  PID         -  NW0544
 NW0544  STATE/COUNTY-  ID/OWYHEE
 NW0544  USGS QUAD   -  FAIRYLAWN (1973)
 NW0544
 NW0544                         *CURRENT SURVEY CONTROL
 NW0544  ___________________________________________________________________
 NW0544* NAD 83(1986)-  42 32 44.     (N)    116 55 44.     (W)     SCALED    
 NW0544* NAVD 88     -      1707.489  (meters)    5601.99   (feet)  POSTED    
 NW0544  ___________________________________________________________________
 NW0544  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 NW0544  DYNAMIC HT  -        1706.400 (meters)    5598.41  (feet)  COMP
 NW0544  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 NW0544
 NW0544  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0544
 NW0544.The horizontal coordinates were scaled from a topographic map and have
 NW0544.an estimated accuracy of +/- 6 seconds.
 NW0544
 NW0544.The orthometric height was determined by differential leveling
 NW0544.and adjusted by the National Geodetic Survey in 1992..
 NW0544.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0544.rate of 0.0 thru 1.0 mm/km.
 NW0544
 NW0544.The geoid height was determined by GEOID03.
 NW0544
 NW0544.The dynamic height is computed by dividing the NAVD 88
 NW0544.geopotential number by the normal gravity value computed on the
 NW0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0544.degrees latitude (g = 980.6199 gals.).
 NW0544
 NW0544.The modeled gravity was interpolated from observed gravity values.
 NW0544
 NW0544;                    North         East    Units  Estimated Accuracy
 NW0544;SPC ID W     -    98,290.      703,170.      MT  (+/- 180 meters Scaled)
 NW0544
 NW0544                          SUPERSEDED SURVEY CONTROL
 NW0544
 NW0544.No superseded survey control is available for this station.
 NW0544
 NW0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH058103(NAD 83)
 NW0544_MARKER: DD = SURVEY DISK
 NW0544_SETTING: 66 = SET IN ROCK OUTCROP
 NW0544_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0544_STAMPING: 18 MDC 1973 5598
 NW0544_MARK LOGO: USGS  
 NW0544_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0544+STABILITY: POSITION/ELEVATION WELL
 NW0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0544+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0544
 NW0544  HISTORY     - Date     Condition        Report By
 NW0544  HISTORY     - 1973     MONUMENTED       USGS
 NW0544
 NW0544                          STATION DESCRIPTION
 NW0544
 NW0544'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0544'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0544'SOUTH ALONG A GRAVELED ROAD, THENCE 17.8 MILES SOUTH AND EAST ALONG A
 NW0544'DIRT ROAD TOWARD GRANDVIEW, IDAHO, AT A Y-ROAD TO THE NORTHWEST, 27
 NW0544'FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.0 FOOT HIGHER THAN THE
 NW0544'ROAD BED, CEMENTED IN THE EAST END OF A LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0299 ***********************************************************************
 RA0299  DESIGNATION -  18 N
 RA0299  PID         -  RA0299
 RA0299  STATE/COUNTY-  ID/ADAMS
 RA0299  USGS QUAD   -  HOMESTEAD (1990)
 RA0299
 RA0299                         *CURRENT SURVEY CONTROL
 RA0299  ___________________________________________________________________
 RA0299* NAD 83(1986)-  45 05 56.     (N)    116 46 46.     (W)     SCALED    
 RA0299* NAVD 88     -       496.577  (meters)    1629.19   (feet)  ADJUSTED  
 RA0299  ___________________________________________________________________
 RA0299  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 RA0299  DYNAMIC HT  -         496.444 (meters)    1628.75  (feet)  COMP
 RA0299  MODELED GRAV-     980,337.5   (mgal)                       NAVD 88
 RA0299
 RA0299  VERT ORDER  -  SECOND    CLASS 0
 RA0299
 RA0299.The horizontal coordinates were scaled from a topographic map and have
 RA0299.an estimated accuracy of +/- 6 seconds.
 RA0299
 RA0299.The orthometric height was determined by differential leveling
 RA0299.and adjusted by the National Geodetic Survey in June 1991..
 RA0299
 RA0299.The geoid height was determined by GEOID03.
 RA0299
 RA0299.The dynamic height is computed by dividing the NAVD 88
 RA0299.geopotential number by the normal gravity value computed on the
 RA0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0299.degrees latitude (g = 980.6199 gals.).
 RA0299
 RA0299.The modeled gravity was interpolated from observed gravity values.
 RA0299
 RA0299;                    North         East    Units  Estimated Accuracy
 RA0299;SPC ID W     -   381,810.      718,980.      MT  (+/- 180 meters Scaled)
 RA0299
 RA0299                          SUPERSEDED SURVEY CONTROL
 RA0299
 RA0299  NGVD 29 (??/??/92)  495.526  (m)         1625.74   (f) ADJ UNCH    2 0
 RA0299
 RA0299.Superseded values are not recommended for survey control.
 RA0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0299.See file dsdata.txt to determine how the superseded data were derived.
 RA0299
 RA0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK173939(NAD 83)
 RA0299_MARKER: DR = REFERENCE MARK DISK
 RA0299_SETTING: 66 = SET IN ROCK OUTCROP
 RA0299_SP_SET: ROCK OUTCROP
 RA0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0299+STABILITY: POSITION/ELEVATION WELL
 RA0299
 RA0299  HISTORY     - Date     Condition        Report By
 RA0299  HISTORY     - UNK      MONUMENTED       DOD
 RA0299  HISTORY     - 1946     GOOD             NGS
 RA0299
 RA0299                          STATION DESCRIPTION
 RA0299
 RA0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0299'6.3 MI NE FROM HOMESTEAD, OR.
 RA0299'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0299'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0299'LEDGE MINE ROAD, THENCE 4.1 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0299'ROAD, BENCH MARK IS 0.25 MILE NORTH OF A LARGE SPRING WHICH COMES OUT
 RA0299'OF THE EAST BANK OF THE ROAD, DIRECTLY ACROSS THE ROAD FROM THE SOUTH
 RA0299'END OF A ROCK BANK, 20.5 FEET WEST OF CENTER OF THE ROAD, 11.0 FEET
 RA0299'WEST OF A FORKED TRUNK HACKBERRY TREE, AN OUTLINED CHISELED PYRAMID
 RA0299'CUT ON TOP OF THE HIGHEST POINT OF LARGE ROCK OUTCROP WHICH IS BETWEEN
 RA0299'THE ROAD AND THE SNAKE RIVER, ABOUT 1 FOOT BELOW THE ROAD, PAINTED
 RA0299'USSBM NO. 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0062 ***********************************************************************
 TO0062  DESIGNATION -  1800.1
 TO0062  PID         -  TO0062
 TO0062  STATE/COUNTY-  ID/BOUNDARY
 TO0062  USGS QUAD   -  MOYIE SPRINGS (1996)
 TO0062
 TO0062                         *CURRENT SURVEY CONTROL
 TO0062  ___________________________________________________________________
 TO0062* NAD 83(1986)-  48 42 57.     (N)    116 09 12.     (W)     SCALED    
 TO0062* NAVD 88     -       549.888  (meters)    1804.09   (feet)  ADJUSTED  
 TO0062  ___________________________________________________________________
 TO0062  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 TO0062  DYNAMIC HT  -         549.934 (meters)    1804.24  (feet)  COMP
 TO0062  MODELED GRAV-     980,677.8   (mgal)                       NAVD 88
 TO0062
 TO0062  VERT ORDER  -  FIRST     CLASS II
 TO0062
 TO0062.The horizontal coordinates were scaled from a topographic map and have
 TO0062.an estimated accuracy of +/- 6 seconds.
 TO0062
 TO0062.The orthometric height was determined by differential leveling
 TO0062.and adjusted by the National Geodetic Survey in June 1991..
 TO0062
 TO0062.The geoid height was determined by GEOID03.
 TO0062
 TO0062.The dynamic height is computed by dividing the NAVD 88
 TO0062.geopotential number by the normal gravity value computed on the
 TO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0062.degrees latitude (g = 980.6199 gals.).
 TO0062
 TO0062.The modeled gravity was interpolated from observed gravity values.
 TO0062
 TO0062;                    North         East    Units  Estimated Accuracy
 TO0062;SPC ID W     -   783,440.      770,320.      MT  (+/- 180 meters Scaled)
 TO0062
 TO0062                          SUPERSEDED SURVEY CONTROL
 TO0062
 TO0062  NGVD 29 (??/??/92)  548.699  (m)         1800.19   (f) ADJ UNCH    1 2
 TO0062
 TO0062.Superseded values are not recommended for survey control.
 TO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0062.See file dsdata.txt to determine how the superseded data were derived.
 TO0062
 TO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP622962(NAD 83)
 TO0062_MARKER: O = CHISELED CIRCLE
 TO0062_SETTING: 66 = SET IN ROCK OUTCROP
 TO0062_SP_SET: ROCK
 TO0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0062+STABILITY: POSITION/ELEVATION WELL
 TO0062
 TO0062  HISTORY     - Date     Condition        Report By
 TO0062  HISTORY     - UNK      MONUMENTED       USGS
 TO0062  HISTORY     - 1934     GOOD             IDDT
 TO0062
 TO0062                          STATION DESCRIPTION
 TO0062
 TO0062'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0062'8.5 MI SE FROM BONNERS FERRY.
 TO0062'ABOUT 8.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TO0062'STATION AT BONNERS FERRY, BOUNDARY COUNTY, ABOUT 350 FEET EAST OF
 TO0062'MILEPOST 1360, ABOUT 20 FEET WEST OF THE PORTAL OF TUNNEL 10, ABOUT 10
 TO0062'FEET SOUTH OF THE TRACK, AT A CLIFF, AND ON THE TOP OF A ROCK PAINTED
 TO0062'USBM 1800.1.  A CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0065 ***********************************************************************
 TO0065  DESIGNATION -  1805.2
 TO0065  PID         -  TO0065
 TO0065  STATE/COUNTY-  ID/BOUNDARY
 TO0065  USGS QUAD   -  MOYIE SPRINGS (1996)
 TO0065
 TO0065                         *CURRENT SURVEY CONTROL
 TO0065  ___________________________________________________________________
 TO0065* NAD 83(1986)-  48 41 48.     (N)    116 08 15.     (W)     SCALED    
 TO0065* NAVD 88     -       551.384  (meters)    1809.00   (feet)  ADJUSTED  
 TO0065  ___________________________________________________________________
 TO0065  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TO0065  DYNAMIC HT  -         551.418 (meters)    1809.11  (feet)  COMP
 TO0065  MODELED GRAV-     980,658.7   (mgal)                       NAVD 88
 TO0065
 TO0065  VERT ORDER  -  FIRST     CLASS II
 TO0065
 TO0065.The horizontal coordinates were scaled from a topographic map and have
 TO0065.an estimated accuracy of +/- 6 seconds.
 TO0065
 TO0065.The orthometric height was determined by differential leveling
 TO0065.and adjusted by the National Geodetic Survey in June 1991..
 TO0065
 TO0065.The geoid height was determined by GEOID03.
 TO0065
 TO0065.The dynamic height is computed by dividing the NAVD 88
 TO0065.geopotential number by the normal gravity value computed on the
 TO0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0065.degrees latitude (g = 980.6199 gals.).
 TO0065
 TO0065.The modeled gravity was interpolated from observed gravity values.
 TO0065
 TO0065;                    North         East    Units  Estimated Accuracy
 TO0065;SPC ID W     -   781,300.      771,480.      MT  (+/- 180 meters Scaled)
 TO0065
 TO0065                          SUPERSEDED SURVEY CONTROL
 TO0065
 TO0065  NGVD 29 (??/??/92)  550.185  (m)         1805.07   (f) ADJ UNCH    1 2
 TO0065
 TO0065.Superseded values are not recommended for survey control.
 TO0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0065.See file dsdata.txt to determine how the superseded data were derived.
 TO0065
 TO0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP634940(NAD 83)
 TO0065_MARKER: Q = CHISELED SQUARE
 TO0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0065_SP_SET: CLIFF
 TO0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0065
 TO0065  HISTORY     - Date     Condition        Report By
 TO0065  HISTORY     - UNK      MONUMENTED       USGS
 TO0065  HISTORY     - 1934     GOOD             IDDT
 TO0065
 TO0065                          STATION DESCRIPTION
 TO0065
 TO0065'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0065'0.6 MI NW FROM KATKA.
 TO0065'ABOUT 0.6 MILES NORTHWEST OF KATKA, BOUNDARY COUNTY, IDAHO, ON THE
 TO0065'GREAT NORTHERN RAILWAY, 3 TELEGRAPH POLES NORTHWEST OF MILE POLE 1358,
 TO0065'29 FEET SOUTHWEST OF THE MAIN LINE TRACK, AND ABOUT THE SAME ELEVATION
 TO0065'AS THE TRACK, ON A SHELF AT THE BASE OF A CLIFF.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0241 ***********************************************************************
 RA0241  DESIGNATION -  1806.7
 RA0241  PID         -  RA0241
 RA0241  STATE/COUNTY-  ID/IDAHO
 RA0241  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA0241
 RA0241                         *CURRENT SURVEY CONTROL
 RA0241  ___________________________________________________________________
 RA0241* NAD 83(1986)-  45 23 59.     (N)    116 12 29.     (W)     SCALED    
 RA0241* NAVD 88     -       551.457  (meters)    1809.24   (feet)  ADJUSTED  
 RA0241  ___________________________________________________________________
 RA0241  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 RA0241  DYNAMIC HT  -         551.316 (meters)    1808.78  (feet)  COMP
 RA0241  MODELED GRAV-     980,345.2   (mgal)                       NAVD 88
 RA0241
 RA0241  VERT ORDER  -  SECOND    CLASS 0
 RA0241
 RA0241.The horizontal coordinates were scaled from a topographic map and have
 RA0241.an estimated accuracy of +/- 6 seconds.
 RA0241
 RA0241.The orthometric height was determined by differential leveling
 RA0241.and adjusted by the National Geodetic Survey in June 1991..
 RA0241
 RA0241.The geoid height was determined by GEOID03.
 RA0241
 RA0241.The dynamic height is computed by dividing the NAVD 88
 RA0241.geopotential number by the normal gravity value computed on the
 RA0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0241.degrees latitude (g = 980.6199 gals.).
 RA0241
 RA0241.The modeled gravity was interpolated from observed gravity values.
 RA0241
 RA0241;                    North         East    Units  Estimated Accuracy
 RA0241;SPC ID W     -   414,830.      764,140.      MT  (+/- 180 meters Scaled)
 RA0241
 RA0241                          SUPERSEDED SURVEY CONTROL
 RA0241
 RA0241  NGVD 29 (??/??/92)  550.380  (m)         1805.70   (f) ADJ UNCH    2 0
 RA0241
 RA0241.Superseded values are not recommended for survey control.
 RA0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0241.See file dsdata.txt to determine how the superseded data were derived.
 RA0241
 RA0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL619276(NAD 83)
 RA0241_MARKER: DD = SURVEY DISK
 RA0241_SETTING: 66 = SET IN ROCK OUTCROP
 RA0241_SP_SET: ROCK OUTCROP
 RA0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0241+STABILITY: POSITION/ELEVATION WELL
 RA0241
 RA0241  HISTORY     - Date     Condition        Report By
 RA0241  HISTORY     - UNK      MONUMENTED       USGS
 RA0241  HISTORY     - 1945     GOOD             NGS
 RA0241  HISTORY     - 19950620 GOOD             USPSQD
 RA0241
 RA0241                          STATION DESCRIPTION
 RA0241
 RA0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0241'7.15 MI E FROM RIGGINS.
 RA0241'ALONG SALMON RIVER ROAD, 7.15 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0241'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), 0.5 MILE EAST OF
 RA0241'STEEL SUSPENSION BRIDGE OVER SALMON RIVER, AT VERY PROMINENT POINT OF
 RA0241'ROCK PROJECTING INTO RIVER, 12.8 FEET SOUTHEAST OF CENTERLINE OF ROAD,
 RA0241'SET IN NORTH EDGE OF ROCK OUTCROP ABOUT 4 FEET ABOVE ROAD. THIS ROCK
 RA0241'OUTCROP ALSO HAS A STEEL PIPE TELEPHONE LINE SUPPORT CEMENTED IN THE
 RA0241'EAST POINT OF THE OUTCROP.
 RA0241
 RA0241                          STATION RECOVERY (1995)
 RA0241
 RA0241'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0067 ***********************************************************************
 TO0067  DESIGNATION -  1808.7
 TO0067  PID         -  TO0067
 TO0067  STATE/COUNTY-  ID/BOUNDARY
 TO0067  USGS QUAD   -  MOYIE SPRINGS (1996)
 TO0067
 TO0067                         *CURRENT SURVEY CONTROL
 TO0067  ___________________________________________________________________
 TO0067* NAD 83(1986)-  48 40 57.     (N)    116 07 44.     (W)     SCALED    
 TO0067* NAVD 88     -       552.550  (meters)    1812.82   (feet)  ADJUSTED  
 TO0067  ___________________________________________________________________
 TO0067  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 TO0067  DYNAMIC HT  -         552.576 (meters)    1812.91  (feet)  COMP
 TO0067  MODELED GRAV-     980,642.1   (mgal)                       NAVD 88
 TO0067
 TO0067  VERT ORDER  -  FIRST     CLASS II
 TO0067
 TO0067.The horizontal coordinates were scaled from a topographic map and have
 TO0067.an estimated accuracy of +/- 6 seconds.
 TO0067
 TO0067.The orthometric height was determined by differential leveling
 TO0067.and adjusted by the National Geodetic Survey in June 1991..
 TO0067
 TO0067.The geoid height was determined by GEOID03.
 TO0067
 TO0067.The dynamic height is computed by dividing the NAVD 88
 TO0067.geopotential number by the normal gravity value computed on the
 TO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0067.degrees latitude (g = 980.6199 gals.).
 TO0067
 TO0067.The modeled gravity was interpolated from observed gravity values.
 TO0067
 TO0067;                    North         East    Units  Estimated Accuracy
 TO0067;SPC ID W     -   779,720.      772,100.      MT  (+/- 180 meters Scaled)
 TO0067
 TO0067                          SUPERSEDED SURVEY CONTROL
 TO0067
 TO0067  NGVD 29 (??/??/92)  551.343  (m)         1808.86   (f) ADJ UNCH    1 2
 TO0067
 TO0067.Superseded values are not recommended for survey control.
 TO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0067.See file dsdata.txt to determine how the superseded data were derived.
 TO0067
 TO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP641925(NAD 83)
 TO0067_MARKER: Q = CHISELED SQUARE
 TO0067_SETTING: 66 = SET IN ROCK OUTCROP
 TO0067_SP_SET: ROCK LEDGE
 TO0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0067+STABILITY: POSITION/ELEVATION WELL
 TO0067
 TO0067  HISTORY     - Date     Condition        Report By
 TO0067  HISTORY     - UNK      MONUMENTED       USGS
 TO0067  HISTORY     - 1934     GOOD             IDDT
 TO0067
 TO0067                          STATION DESCRIPTION
 TO0067
 TO0067'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0067'6.3 MI NW FROM LEONIA.
 TO0067'ABOUT 6.3 MILES NORTHWEST OF LEONIA, BOUNDARY COUNTY, IDAHO, ON THE
 TO0067'GREAT NORTHERN RAILWAY, 1 TELEGRAPH POLE EAST OF MILE POLE 1357 15
 TO0067'FEET SOUTH OF THE TRACK, AND ABOUT THE SAME ELEVATION AS THE TRACK, ON
 TO0067'A ROCK LEDGE, PAINTED USBM 1808.7.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0069 ***********************************************************************
 TO0069  DESIGNATION -  1815.4
 TO0069  PID         -  TO0069
 TO0069  STATE/COUNTY-  ID/BOUNDARY
 TO0069  USGS QUAD   -  CURLEY CREEK (1983)
 TO0069
 TO0069                         *CURRENT SURVEY CONTROL
 TO0069  ___________________________________________________________________
 TO0069* NAD 83(1986)-  48 39 29.     (N)    116 05 16.     (W)     SCALED    
 TO0069* NAVD 88     -       554.578  (meters)    1819.48   (feet)  ADJUSTED  
 TO0069  ___________________________________________________________________
 TO0069  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 TO0069  DYNAMIC HT  -         554.616 (meters)    1819.60  (feet)  COMP
 TO0069  MODELED GRAV-     980,663.2   (mgal)                       NAVD 88
 TO0069
 TO0069  VERT ORDER  -  FIRST     CLASS II
 TO0069
 TO0069.The horizontal coordinates were scaled from a topographic map and have
 TO0069.an estimated accuracy of +/- 6 seconds.
 TO0069
 TO0069.The orthometric height was determined by differential leveling
 TO0069.and adjusted by the National Geodetic Survey in June 1991..
 TO0069
 TO0069.The geoid height was determined by GEOID03.
 TO0069
 TO0069.The dynamic height is computed by dividing the NAVD 88
 TO0069.geopotential number by the normal gravity value computed on the
 TO0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0069.degrees latitude (g = 980.6199 gals.).
 TO0069
 TO0069.The modeled gravity was interpolated from observed gravity values.
 TO0069
 TO0069;                    North         East    Units  Estimated Accuracy
 TO0069;SPC ID W     -   776,990.      775,120.      MT  (+/- 180 meters Scaled)
 TO0069
 TO0069                          SUPERSEDED SURVEY CONTROL
 TO0069
 TO0069  NGVD 29 (??/??/92)  553.387  (m)         1815.57   (f) ADJ UNCH    1 2
 TO0069
 TO0069.Superseded values are not recommended for survey control.
 TO0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0069.See file dsdata.txt to determine how the superseded data were derived.
 TO0069
 TO0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP671898(NAD 83)
 TO0069_MARKER: Q = CHISELED SQUARE
 TO0069_SETTING: 66 = SET IN ROCK OUTCROP
 TO0069_SP_SET: ROCK CLIFF
 TO0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0069+STABILITY: POSITION/ELEVATION WELL
 TO0069
 TO0069  HISTORY     - Date     Condition        Report By
 TO0069  HISTORY     - UNK      MONUMENTED       USGS
 TO0069  HISTORY     - 1934     GOOD             IDDT
 TO0069
 TO0069                          STATION DESCRIPTION
 TO0069
 TO0069'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0069'3.4 MI NW FROM LEONIA.
 TO0069'ABOUT 3.4 MILES NORTHWEST OF LEONIA, BOUNDARY COUNTY, IDAHO, ON THE
 TO0069'GREAT NORTHERN RAILWAY, AT MILE POLE 1354, ABOUT 100 FEET SOUTH OF THE
 TO0069'TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK, IN A ROCK CUT THAT WAS
 TO0069'ABANDONED WHEN THE TRACK WAS RELOCATED, ON A SHELF IN A CLIFF, PAINTED
 TO0069'USBM 1815.4.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0070 ***********************************************************************
 TO0070  DESIGNATION -  1815.9
 TO0070  PID         -  TO0070
 TO0070  STATE/COUNTY-  ID/BOUNDARY
 TO0070  USGS QUAD   -  CURLEY CREEK (1983)
 TO0070
 TO0070                         *CURRENT SURVEY CONTROL
 TO0070  ___________________________________________________________________
 TO0070* NAD 83(1986)-  48 38 58.     (N)    116 04 36.     (W)     SCALED    
 TO0070* NAVD 88     -       554.751  (meters)    1820.05   (feet)  ADJUSTED  
 TO0070  ___________________________________________________________________
 TO0070  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TO0070  DYNAMIC HT  -         554.791 (meters)    1820.18  (feet)  COMP
 TO0070  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 TO0070
 TO0070  VERT ORDER  -  FIRST     CLASS II
 TO0070
 TO0070.The horizontal coordinates were scaled from a topographic map and have
 TO0070.an estimated accuracy of +/- 6 seconds.
 TO0070
 TO0070.The orthometric height was determined by differential leveling
 TO0070.and adjusted by the National Geodetic Survey in June 1991..
 TO0070
 TO0070.The geoid height was determined by GEOID03.
 TO0070
 TO0070.The dynamic height is computed by dividing the NAVD 88
 TO0070.geopotential number by the normal gravity value computed on the
 TO0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0070.degrees latitude (g = 980.6199 gals.).
 TO0070
 TO0070.The modeled gravity was interpolated from observed gravity values.
 TO0070
 TO0070;                    North         East    Units  Estimated Accuracy
 TO0070;SPC ID W     -   776,030.      775,930.      MT  (+/- 180 meters Scaled)
 TO0070
 TO0070                          SUPERSEDED SURVEY CONTROL
 TO0070
 TO0070  NGVD 29 (??/??/92)  553.562  (m)         1816.14   (f) ADJ UNCH    1 2
 TO0070
 TO0070.Superseded values are not recommended for survey control.
 TO0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0070.See file dsdata.txt to determine how the superseded data were derived.
 TO0070
 TO0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP680888(NAD 83)
 TO0070_MARKER: Q = CHISELED SQUARE
 TO0070_SETTING: 66 = SET IN ROCK OUTCROP
 TO0070_SP_SET: OUTCROP
 TO0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0070+STABILITY: POSITION/ELEVATION WELL
 TO0070
 TO0070  HISTORY     - Date     Condition        Report By
 TO0070  HISTORY     - UNK      MONUMENTED       USGS
 TO0070  HISTORY     - 1934     GOOD             IDDT
 TO0070
 TO0070                          STATION DESCRIPTION
 TO0070
 TO0070'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0070'2.6 MI NW FROM LEONIA.
 TO0070'ABOUT 2.6 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TO0070'STATION AT LEONIA, BOUNDARY COUNTY, ABOUT 1,000 FEET NORTHWEST OF
 TO0070'MILEPOST 1353, 12 FEET SOUTH OF THE TRACK, IN A ROCK OUTCROP, AND ON A
 TO0070'SHELF PAINTED USBM 1815.9.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0074 ***********************************************************************
 TO0074  DESIGNATION -  1826.4
 TO0074  PID         -  TO0074
 TO0074  STATE/COUNTY-  ID/BOUNDARY
 TO0074  USGS QUAD   -  LEONIA (1983)
 TO0074
 TO0074                         *CURRENT SURVEY CONTROL
 TO0074  ___________________________________________________________________
 TO0074* NAD 83(1986)-  48 36 17.     (N)    116 02 31.     (W)     SCALED    
 TO0074* NAVD 88     -       557.927  (meters)    1830.47   (feet)  ADJUSTED  
 TO0074  ___________________________________________________________________
 TO0074  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 TO0074  DYNAMIC HT  -         557.971 (meters)    1830.61  (feet)  COMP
 TO0074  MODELED GRAV-     980,674.1   (mgal)                       NAVD 88
 TO0074
 TO0074  VERT ORDER  -  FIRST     CLASS II
 TO0074
 TO0074.The horizontal coordinates were scaled from a topographic map and have
 TO0074.an estimated accuracy of +/- 6 seconds.
 TO0074
 TO0074.The orthometric height was determined by differential leveling
 TO0074.and adjusted by the National Geodetic Survey in June 1991..
 TO0074
 TO0074.The geoid height was determined by GEOID03.
 TO0074
 TO0074.The dynamic height is computed by dividing the NAVD 88
 TO0074.geopotential number by the normal gravity value computed on the
 TO0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0074.degrees latitude (g = 980.6199 gals.).
 TO0074
 TO0074.The modeled gravity was interpolated from observed gravity values.
 TO0074
 TO0074;                    North         East    Units  Estimated Accuracy
 TO0074;SPC ID W     -   771,050.      778,470.      MT  (+/- 180 meters Scaled)
 TO0074
 TO0074                          SUPERSEDED SURVEY CONTROL
 TO0074
 TO0074  NGVD 29 (??/??/92)  556.747  (m)         1826.59   (f) ADJ UNCH    1 2
 TO0074
 TO0074.Superseded values are not recommended for survey control.
 TO0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0074.See file dsdata.txt to determine how the superseded data were derived.
 TO0074
 TO0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP706839(NAD 83)
 TO0074_MARKER: Q = CHISELED SQUARE
 TO0074_SETTING: 80 = SET IN A BOULDER
 TO0074_SP_SET: BOULDER
 TO0074_STAMPING: USBM 1826.4
 TO0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0074+STABILITY: SURFACE MOTION
 TO0074
 TO0074  HISTORY     - Date     Condition        Report By
 TO0074  HISTORY     - UNK      MONUMENTED       USGS
 TO0074  HISTORY     - 1933     GOOD             NGS
 TO0074
 TO0074                          STATION DESCRIPTION
 TO0074
 TO0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TO0074'1.0 MI SE FROM LEONIA.
 TO0074'IN LINCOLN COUNTY, MONTANA, 1 MILE SOUTHEAST ALONG THE GREAT NORTHERN
 TO0074'RAILWAY FROM THE STATION AT LEONIA, BOUNDARY COUNTY, IDAHO, 800 FEET
 TO0074'EAST OF MILEPOST 1350, 300 FEET NORTH OF SEMAPHORES 1349.8 AND 1349.9,
 TO0074'40 FEET SOUTHWEST OF THE POINT WHERE THE DOUBLE TRACKS CONVERGE, 10
 TO0074'FEET EAST OF THE TRACK, AND ON THE TOP OF AN EMBEDDED BOULDER PAINTED
 TO0074'USBM 1826.4.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0072 ***********************************************************************
 TO0072  DESIGNATION -  1827.7
 TO0072  PID         -  TO0072
 TO0072  STATE/COUNTY-  ID/BOUNDARY
 TO0072  USGS QUAD   -  LEONIA (1983)
 TO0072
 TO0072                         *CURRENT SURVEY CONTROL
 TO0072  ___________________________________________________________________
 TO0072* NAD 83(1986)-  48 37 24.     (N)    116 03 15.     (W)     SCALED    
 TO0072* NAVD 88     -       558.340  (meters)    1831.82   (feet)  ADJUSTED  
 TO0072  ___________________________________________________________________
 TO0072  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TO0072  DYNAMIC HT  -         558.390 (meters)    1831.98  (feet)  COMP
 TO0072  MODELED GRAV-     980,684.1   (mgal)                       NAVD 88
 TO0072
 TO0072  VERT ORDER  -  FIRST     CLASS II
 TO0072
 TO0072.The horizontal coordinates were scaled from a topographic map and have
 TO0072.an estimated accuracy of +/- 6 seconds.
 TO0072
 TO0072.The orthometric height was determined by differential leveling
 TO0072.and adjusted by the National Geodetic Survey in June 1991..
 TO0072
 TO0072.The geoid height was determined by GEOID03.
 TO0072
 TO0072.The dynamic height is computed by dividing the NAVD 88
 TO0072.geopotential number by the normal gravity value computed on the
 TO0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0072.degrees latitude (g = 980.6199 gals.).
 TO0072
 TO0072.The modeled gravity was interpolated from observed gravity values.
 TO0072
 TO0072;                    North         East    Units  Estimated Accuracy
 TO0072;SPC ID W     -   773,120.      777,580.      MT  (+/- 180 meters Scaled)
 TO0072
 TO0072                          SUPERSEDED SURVEY CONTROL
 TO0072
 TO0072  NGVD 29 (??/??/92)  557.163  (m)         1827.96   (f) ADJ UNCH    1 2
 TO0072
 TO0072.Superseded values are not recommended for survey control.
 TO0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0072.See file dsdata.txt to determine how the superseded data were derived.
 TO0072
 TO0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP697860(NAD 83)
 TO0072_MARKER: Q = CHISELED SQUARE
 TO0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TO0072_SP_SET: ABUTMENT
 TO0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0072
 TO0072  HISTORY     - Date     Condition        Report By
 TO0072  HISTORY     - UNK      MONUMENTED       USGS
 TO0072  HISTORY     - 1934     GOOD             IDDT
 TO0072
 TO0072                          STATION DESCRIPTION
 TO0072
 TO0072'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0072'0.5 MI NW FROM LEONIA.
 TO0072'ABOUT 0.5 MILES NORTHWEST OF LEONIA, BOUNDARY COUNTY, IDAHO, ON THE
 TO0072'GREAT NORTHERN RAILWAY, AT THE SOUTHEAST END OF STEEL GIRDER BRIDGE
 TO0072'203 OVER A CREEK, 9 FEET SOUTHWEST OF THE CENTER OF THE TRACK, ON THE
 TO0072'TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT, ABOUT 1 FOOT BELOW
 TO0072'THE TRACK.  ABUTMENT PAINTED USBM 1827.7.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0232 ***********************************************************************
 RA0232  DESIGNATION -  1851.1
 RA0232  PID         -  RA0232
 RA0232  STATE/COUNTY-  ID/IDAHO
 RA0232  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA0232
 RA0232                         *CURRENT SURVEY CONTROL
 RA0232  ___________________________________________________________________
 RA0232* NAD 83(1986)-  45 25 10.     (N)    116 10 26.     (W)     SCALED    
 RA0232* NAVD 88     -       564.981  (meters)    1853.61   (feet)  ADJUSTED  
 RA0232  ___________________________________________________________________
 RA0232  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 RA0232  DYNAMIC HT  -         564.841 (meters)    1853.15  (feet)  COMP
 RA0232  MODELED GRAV-     980,354.1   (mgal)                       NAVD 88
 RA0232
 RA0232  VERT ORDER  -  SECOND    CLASS 0
 RA0232
 RA0232.The horizontal coordinates were scaled from a topographic map and have
 RA0232.an estimated accuracy of +/- 6 seconds.
 RA0232
 RA0232.The orthometric height was determined by differential leveling
 RA0232.and adjusted by the National Geodetic Survey in June 1991..
 RA0232
 RA0232.The geoid height was determined by GEOID03.
 RA0232
 RA0232.The dynamic height is computed by dividing the NAVD 88
 RA0232.geopotential number by the normal gravity value computed on the
 RA0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0232.degrees latitude (g = 980.6199 gals.).
 RA0232
 RA0232.The modeled gravity was interpolated from observed gravity values.
 RA0232
 RA0232;                    North         East    Units  Estimated Accuracy
 RA0232;SPC ID W     -   417,010.      766,830.      MT  (+/- 180 meters Scaled)
 RA0232
 RA0232                          SUPERSEDED SURVEY CONTROL
 RA0232
 RA0232  NGVD 29 (??/??/92)  563.905  (m)         1850.08   (f) ADJ UNCH    2 0
 RA0232
 RA0232.Superseded values are not recommended for survey control.
 RA0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0232.See file dsdata.txt to determine how the superseded data were derived.
 RA0232
 RA0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL646298(NAD 83)
 RA0232_MARKER: N = NAIL
 RA0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0232_SP_SET: CULVERT
 RA0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0232
 RA0232  HISTORY     - Date     Condition        Report By
 RA0232  HISTORY     - UNK      MONUMENTED       USGS
 RA0232  HISTORY     - 1945     GOOD             NGS
 RA0232  HISTORY     - 19950619 GOOD             USPSQD
 RA0232
 RA0232                          STATION DESCRIPTION
 RA0232
 RA0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0232'9.5 MI E FROM RIGGINS.
 RA0232'ALONG SALMON RIVER ROAD, 9.5 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0232'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), AT STEEL RAIL CATTLE
 RA0232'GUARD 0.2 MILE WEST OF BRIDGE ACROSS SALMON RIVER AND LEADING TO
 RA0232'RIGGINS HOT SPRINGS, A COPPER NAIL AND WASHER CEMENTED IN TOP OF
 RA0232'SOUTHWEST CONCRETE WING-WALL OF CATTLE GUARD, 0.4 FOOT NORTHEAST OF
 RA0232'SOUTHWEST END OF WING-WALL.
 RA0232
 RA0232                          STATION RECOVERY (1995)
 RA0232
 RA0232'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0222 ***********************************************************************
 RA0222  DESIGNATION -  1876.3
 RA0222  PID         -  RA0222
 RA0222  STATE/COUNTY-  ID/IDAHO
 RA0222  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0222
 RA0222                         *CURRENT SURVEY CONTROL
 RA0222  ___________________________________________________________________
 RA0222* NAD 83(1986)-  45 24 25.     (N)    116 07 32.     (W)     SCALED    
 RA0222* NAVD 88     -       572.658  (meters)    1878.80   (feet)  ADJUSTED  
 RA0222  ___________________________________________________________________
 RA0222  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 RA0222  DYNAMIC HT  -         572.507 (meters)    1878.30  (feet)  COMP
 RA0222  MODELED GRAV-     980,337.3   (mgal)                       NAVD 88
 RA0222
 RA0222  VERT ORDER  -  SECOND    CLASS 0
 RA0222
 RA0222.The horizontal coordinates were scaled from a topographic map and have
 RA0222.an estimated accuracy of +/- 6 seconds.
 RA0222
 RA0222.The orthometric height was determined by differential leveling
 RA0222.and adjusted by the National Geodetic Survey in June 1991..
 RA0222
 RA0222.The geoid height was determined by GEOID03.
 RA0222
 RA0222.The dynamic height is computed by dividing the NAVD 88
 RA0222.geopotential number by the normal gravity value computed on the
 RA0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0222.degrees latitude (g = 980.6199 gals.).
 RA0222
 RA0222.The modeled gravity was interpolated from observed gravity values.
 RA0222
 RA0222;                    North         East    Units  Estimated Accuracy
 RA0222;SPC ID W     -   415,600.      770,600.      MT  (+/- 180 meters Scaled)
 RA0222
 RA0222                          SUPERSEDED SURVEY CONTROL
 RA0222
 RA0222  NGVD 29 (??/??/92)  571.571  (m)         1875.23   (f) ADJ UNCH    2 0
 RA0222
 RA0222.Superseded values are not recommended for survey control.
 RA0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0222.See file dsdata.txt to determine how the superseded data were derived.
 RA0222
 RA0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL684285(NAD 83)
 RA0222_MARKER: N = NAIL
 RA0222_SETTING: 80 = SET IN A BOULDER
 RA0222_SP_SET: BOULDER
 RA0222_STAMPING: USGS BM
 RA0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0222+STABILITY: SURFACE MOTION
 RA0222
 RA0222  HISTORY     - Date     Condition        Report By
 RA0222  HISTORY     - UNK      MONUMENTED       USGS
 RA0222  HISTORY     - 1945     GOOD             NGS
 RA0222  HISTORY     - 19950619 GOOD             USPSQD
 RA0222
 RA0222                          STATION DESCRIPTION
 RA0222
 RA0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0222'13.55 MI E FROM RIGGINS.
 RA0222'ALONG SALMON RIVER ROAD, 13.55 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0222'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), DIRECTLY BELOW
 RA0222'OVERHANGING SHEER GRANITE BLUFF, 20.0 FEET NORTHEAST OF CENTERLINE OF
 RA0222'ROAD, 10.0 FEET SOUTHWEST OF FACE OF SHEER CLIFF, A COPPER NAIL AND
 RA0222'WASHER CEMENTED IN TOP OF A SMALL GRANITE BOULDER EMBEDDED BY ROAD
 RA0222'CONSTRUCTION.
 RA0222
 RA0222                          STATION RECOVERY (1995)
 RA0222
 RA0222'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0125 ***********************************************************************
 SV0125  DESIGNATION -  19
 SV0125  PID         -  SV0125
 SV0125  STATE/COUNTY-  ID/KOOTENAI
 SV0125  USGS QUAD   -  ROSE LAKE (1996)
 SV0125
 SV0125                         *CURRENT SURVEY CONTROL
 SV0125  ___________________________________________________________________
 SV0125* NAD 83(1986)-  47 34 32.     (N)    116 26 21.     (W)     SCALED    
 SV0125* NAVD 88     -       662.954  (meters)    2175.04   (feet)  ADJUSTED  
 SV0125  ___________________________________________________________________
 SV0125  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 SV0125  DYNAMIC HT  -         662.968 (meters)    2175.09  (feet)  COMP
 SV0125  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 SV0125
 SV0125  VERT ORDER  -  SECOND    CLASS 0
 SV0125
 SV0125.The horizontal coordinates were scaled from a topographic map and have
 SV0125.an estimated accuracy of +/- 6 seconds.
 SV0125
 SV0125.The orthometric height was determined by differential leveling
 SV0125.and adjusted by the National Geodetic Survey in June 1991..
 SV0125.WARNING-Repeat measurements at this control monument indicate possible
 SV0125.vertical movement.
 SV0125
 SV0125.The geoid height was determined by GEOID03.
 SV0125
 SV0125.The dynamic height is computed by dividing the NAVD 88
 SV0125.geopotential number by the normal gravity value computed on the
 SV0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0125.degrees latitude (g = 980.6199 gals.).
 SV0125
 SV0125.The modeled gravity was interpolated from observed gravity values.
 SV0125
 SV0125;                    North         East    Units  Estimated Accuracy
 SV0125;SPC ID W     -   656,810.      748,150.      MT  (+/- 180 meters Scaled)
 SV0125
 SV0125                          SUPERSEDED SURVEY CONTROL
 SV0125
 SV0125  NGVD 29 (??/??/92)  661.85   (m)         2171.4    (f) COMPUTED    2 0
 SV0125
 SV0125.Superseded values are not recommended for survey control.
 SV0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0125.See file dsdata.txt to determine how the superseded data were derived.
 SV0125
 SV0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN421692(NAD 83)
 SV0125_MARKER: DD = SURVEY DISK
 SV0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0125_SP_SET: BRIDGE
 SV0125_STAMPING: BM 19 2173.23
 SV0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0125
 SV0125  HISTORY     - Date     Condition        Report By
 SV0125  HISTORY     - UNK      MONUMENTED       BPR
 SV0125  HISTORY     - 1958     GOOD             NGS
 SV0125
 SV0125                          STATION DESCRIPTION
 SV0125
 SV0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0125'6.45 MI NW FROM CATALDO.
 SV0125'6.45 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0125'RAILROAD STATION AT CATALDO, 0.2 MILE EAST OF THE JUNCTION OF STATE
 SV0125'HIGHWAY 3, SET IN TOP OF THE CENTER OF THE NORTHWEST HEADWALL OF THE
 SV0125'CONCRETE BRIDGE OVER BIRK CREEK, 15.5 FEET NORTHWEST OF THE CENTERLINE
 SV0125'OF THE HIGHWAY, 9.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE RAILING
 SV0125'AND 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0108 ***********************************************************************
 SV0108  DESIGNATION -  19
 SV0108  PID         -  SV0108
 SV0108  STATE/COUNTY-  ID/SHOSHONE
 SV0108  USGS QUAD   -  KELLOGG WEST (1996)
 SV0108
 SV0108                         *CURRENT SURVEY CONTROL
 SV0108  ___________________________________________________________________
 SV0108* NAD 83(1986)-  47 36 39.     (N)    116 14 28.     (W)     SCALED    
 SV0108* NAVD 88     -       671.994  (meters)    2204.70   (feet)  ADJUSTED  
 SV0108  ___________________________________________________________________
 SV0108  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 SV0108  DYNAMIC HT  -         671.982 (meters)    2204.66  (feet)  COMP
 SV0108  MODELED GRAV-     980,573.4   (mgal)                       NAVD 88
 SV0108
 SV0108  VERT ORDER  -  SECOND    CLASS 0
 SV0108
 SV0108.The horizontal coordinates were scaled from a topographic map and have
 SV0108.an estimated accuracy of +/- 6 seconds.
 SV0108
 SV0108.The orthometric height was determined by differential leveling
 SV0108.and adjusted by the National Geodetic Survey in June 1991..
 SV0108
 SV0108.The geoid height was determined by GEOID03.
 SV0108
 SV0108.The dynamic height is computed by dividing the NAVD 88
 SV0108.geopotential number by the normal gravity value computed on the
 SV0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0108.degrees latitude (g = 980.6199 gals.).
 SV0108
 SV0108.The modeled gravity was interpolated from observed gravity values.
 SV0108
 SV0108;                    North         East    Units  Estimated Accuracy
 SV0108;SPC ID W     -   660,620.      763,080.      MT  (+/- 180 meters Scaled)
 SV0108
 SV0108                          SUPERSEDED SURVEY CONTROL
 SV0108
 SV0108  NGVD 29 (??/??/92)  670.85   (m)         2200.9    (f) COMPUTED    2 0
 SV0108
 SV0108.Superseded values are not recommended for survey control.
 SV0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0108.See file dsdata.txt to determine how the superseded data were derived.
 SV0108
 SV0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN570733(NAD 83)
 SV0108_MARKER: DD = SURVEY DISK
 SV0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0108_SP_SET: ABUTMENT
 SV0108_STAMPING: 19
 SV0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0108
 SV0108  HISTORY     - Date     Condition        Report By
 SV0108  HISTORY     - UNK      MONUMENTED       BPR
 SV0108  HISTORY     - 1958     GOOD             NGS
 SV0108
 SV0108                          STATION DESCRIPTION
 SV0108
 SV0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0108'6.05 MI NE FROM KINGSTON.
 SV0108'2.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 SV0108'HIGHWAY 10 AT KINGSTON, THENCE 3.85 MILES NORTHEAST ALONG A ROAD
 SV0108'FOLLOWING THE RIGHT BANK OF THE COEUR DALENE RIVER, IN TOP OF THE EAST
 SV0108'END OF THE SOUTH CONCRETE ABUTMENT OF A LARGE STEEL GIRDER BRIDGE OVER
 SV0108'NORTH FORK, COUER DALENE RIVER, 0.3 FOOT SOUTHEAST OF THE SOUTHEAST
 SV0108'CORNER OF A STEEL GIRDER ANCHOR PLATE, 11 FEET EAST OF THE CENTER LINE
 SV0108'OF THE ROAD, AND ABOUT 4 1/2 FEET LOWER THAN THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0220 ***********************************************************************
 SV0220  DESIGNATION -  19 2225
 SV0220  PID         -  SV0220
 SV0220  STATE/COUNTY-  ID/SHOSHONE
 SV0220  USGS QUAD   -  CALDER (1995)
 SV0220
 SV0220                         *CURRENT SURVEY CONTROL
 SV0220  ___________________________________________________________________
 SV0220* NAD 83(1986)-  47 16 10.     (N)    116 08 57.     (W)     SCALED    
 SV0220* NAVD 88     -       678.425  (meters)    2225.80   (feet)  ADJUSTED  
 SV0220  ___________________________________________________________________
 SV0220  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 SV0220  DYNAMIC HT  -         678.391 (meters)    2225.69  (feet)  COMP
 SV0220  MODELED GRAV-     980,541.4   (mgal)                       NAVD 88
 SV0220
 SV0220  VERT ORDER  -  SECOND    CLASS 0
 SV0220
 SV0220.The horizontal coordinates were scaled from a topographic map and have
 SV0220.an estimated accuracy of +/- 6 seconds.
 SV0220
 SV0220.The orthometric height was determined by differential leveling
 SV0220.and adjusted by the National Geodetic Survey in June 1991..
 SV0220
 SV0220.The geoid height was determined by GEOID03.
 SV0220
 SV0220.The dynamic height is computed by dividing the NAVD 88
 SV0220.geopotential number by the normal gravity value computed on the
 SV0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0220.degrees latitude (g = 980.6199 gals.).
 SV0220
 SV0220.The modeled gravity was interpolated from observed gravity values.
 SV0220
 SV0220;                    North         East    Units  Estimated Accuracy
 SV0220;SPC ID W     -   622,620.      769,800.      MT  (+/- 180 meters Scaled)
 SV0220
 SV0220                          SUPERSEDED SURVEY CONTROL
 SV0220
 SV0220  NGVD 29 (??/??/92)  677.293  (m)         2222.09   (f) ADJ UNCH    2 0
 SV0220
 SV0220.Superseded values are not recommended for survey control.
 SV0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0220.See file dsdata.txt to determine how the superseded data were derived.
 SV0220
 SV0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN643354(NAD 83)
 SV0220_MARKER: P = PIPE CAP
 SV0220_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0220_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0220_STAMPING: 2225 1911 19
 SV0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0220
 SV0220  HISTORY     - Date     Condition        Report By
 SV0220  HISTORY     - 1911     MONUMENTED       USGS
 SV0220  HISTORY     - 1963     GOOD             NGS
 SV0220
 SV0220                          STATION DESCRIPTION
 SV0220
 SV0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0220'1.9 MI E FROM CALDER.
 SV0220'1.9 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0220'RAILROAD FROM THE STATION AT CALDER, 0.3 MILE WEST OF MILE POST NO.
 SV0220'1793, 150 FEET SOUTH OF A METAL CABIN, 84 FEET NORTHWEST OF THE
 SV0220'NORTHWEST CORNER OF BRIDGE NO E 10, 75 FEET NORTHEAST OF THE END OF A
 SV0220'CUT, 50 FEET NORTH OF THE CENTER OF THE RAILROAD TRACKS, 2 1/2 FEET
 SV0220'SOUTH OF A FENCE AND 0.5 FOOT EAST OF A METAL WITNESS POST.  A U.S.
 SV0220'GEOLOGICAL SURVEY STANDARD CAP RIVETED TO THE TOP OF A 3 1/2 -INCH
 SV0220'IRON PIPE THAT PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0488 ***********************************************************************
 NW0488  DESIGNATION -  19 EMH
 NW0488  PID         -  NW0488
 NW0488  STATE/COUNTY-  ID/OWYHEE
 NW0488  USGS QUAD   -  CLOVER MTN (1972)
 NW0488
 NW0488                         *CURRENT SURVEY CONTROL
 NW0488  ___________________________________________________________________
 NW0488* NAD 83(1986)-  42 39 48.     (N)    116 26 27.     (W)     SCALED    
 NW0488* NAVD 88     -      1902.417  (meters)    6241.51   (feet)  POSTED    
 NW0488  ___________________________________________________________________
 NW0488  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 NW0488  DYNAMIC HT  -        1901.150 (meters)    6237.36  (feet)  COMP
 NW0488  MODELED GRAV-     979,886.9   (mgal)                       NAVD 88
 NW0488
 NW0488  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0488
 NW0488.The horizontal coordinates were scaled from a topographic map and have
 NW0488.an estimated accuracy of +/- 6 seconds.
 NW0488
 NW0488.The orthometric height was determined by differential leveling
 NW0488.and adjusted by the National Geodetic Survey in 1992..
 NW0488.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0488.rate of 0.0 thru 1.0 mm/km.
 NW0488
 NW0488.The geoid height was determined by GEOID03.
 NW0488
 NW0488.The dynamic height is computed by dividing the NAVD 88
 NW0488.geopotential number by the normal gravity value computed on the
 NW0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0488.degrees latitude (g = 980.6199 gals.).
 NW0488
 NW0488.The modeled gravity was interpolated from observed gravity values.
 NW0488
 NW0488;                    North         East    Units  Estimated Accuracy
 NW0488;SPC ID W     -   110,930.      743,370.      MT  (+/- 180 meters Scaled)
 NW0488
 NW0488                          SUPERSEDED SURVEY CONTROL
 NW0488
 NW0488.No superseded survey control is available for this station.
 NW0488
 NW0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH458235(NAD 83)
 NW0488_MARKER: DD = SURVEY DISK
 NW0488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0488_SP_SET: COPPER-CLAD STEEL ROD
 NW0488_STAMPING: 19 EMH 1972 6238
 NW0488_MARK LOGO: USGS  
 NW0488_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0488+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0488
 NW0488  HISTORY     - Date     Condition        Report By
 NW0488  HISTORY     - 1972     MONUMENTED       USGS
 NW0488
 NW0488                          STATION DESCRIPTION
 NW0488
 NW0488'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0488'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0488'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0488'1.4 MILES NORTH ALONG MUD FLAT ROAD, 7.8 MILES NORTHEAST OF MUD FLAT
 NW0488'RESOURCE AREA FIELD STATION, AT THE JUNCTION WITH A ROAD SOUTH TO BIG
 NW0488'SPRINGS RANCH, 7.7 MILES NORTH OF BIG SPRINGS RANCH ALONG A DIRT ROAD,
 NW0488'AT THE JUNCTION WITH MUD FLAT ROAD, 38 FEET NORTH AND ABOUT 2 FEET
 NW0488'HIGHER THAN THE JUNCTION, A 5/8-INCH COPPER-COATED ROD ENCASED IN A
 NW0488'6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0677 ***********************************************************************
 OX0677  DESIGNATION -  19 F 830
 OX0677  PID         -  OX0677
 OX0677  STATE/COUNTY-  ID/BUTTE
 OX0677  USGS QUAD   -  ALPINE (1966)
 OX0677
 OX0677                         *CURRENT SURVEY CONTROL
 OX0677  ___________________________________________________________________
 OX0677* NAD 83(1992)-  43 08 48.31915(N)    111 00 45.70988(W)     ADJUSTED  
 OX0677* NAVD 88     -      2074.8    (meters)    6807.     (feet)  VERTCON   
 OX0677  ___________________________________________________________________
 OX0677  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 OX0677  GEOID HEIGHT-         -10.52  (meters)                     GEOID03
 OX0677
 OX0677  HORZ ORDER  -  THIRD
 OX0677
 OX0677.The horizontal coordinates were established by classical geodetic methods
 OX0677.and adjusted by the National Geodetic Survey in July 1992..
 OX0677
 OX0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0677
 OX0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0677
 OX0677.The geoid height was determined by GEOID03.
 OX0677
 OX0677;                    North         East     Units Scale Factor Converg.
 OX0677;SPC ID C     -   168,735.604   743,001.532   MT  1.00067358   +2 02 38.1
 OX0677;UTM  12      - 4,777,112.013   498,967.540   MT  0.99960001   -0 00 31.3
 OX0677
 OX0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0677!SPC ID C     -   0.99967638  x   1.00067358  =   1.00034974
 OX0677!UTM  12      -   0.99967638  x   0.99960001  =   0.99927652
 OX0677
 OX0677:                Primary Azimuth Mark                     Grid Az
 OX0677:SPC ID C     -  19 F 834                                 346 15 34.9
 OX0677:UTM  12      -  19 F 834                                 348 18 44.3
 OX0677
 OX0677|---------------------------------------------------------------------|
 OX0677| PID    Reference Object                     Distance      Geod. Az  |
 OX0677|                                                           dddmmss.s |
 OX0677| OX0678 19 F 834                            APPROX. 7.2 KM 3481813.0 |
 OX0677|---------------------------------------------------------------------|
 OX0677
 OX0677                          SUPERSEDED SURVEY CONTROL
 OX0677
 OX0677  NAD 83(1986)-  43 08 48.31028(N)    111 00 45.69883(W) AD(       ) 3
 OX0677  NAD 27      -  43 08 48.61130(N)    111 00 42.92640(W) AD(       ) 3
 OX0677  NGVD 29 (07/19/86) 2073.6    (m)         6803.     (f) VERT ANG       
 OX0677
 OX0677.Superseded values are not recommended for survey control.
 OX0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0677.See file dsdata.txt to determine how the superseded data were derived.
 OX0677
 OX0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9896877112(NAD 83)
 OX0677_MARKER: DD = SURVEY DISK
 OX0677_SETTING: 0 = UNSPECIFIED SETTING
 OX0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0677
 OX0677  HISTORY     - Date     Condition        Report By
 OX0677  HISTORY     - 1966     MONUMENTED       BOR
 OX0677
 OX0677                          STATION DESCRIPTION
 OX0677
 OX0677'DESCRIBED BY US BUREAU OF RECLAMATION 1966
 OX0677'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 26 AND U.S. HIGHWAY 89,
 OX0677'GO S. ON HIGHWAY 89 ABOUT 2.5 MI. TO BUFFALO STATION, GO E. ON A
 OX0677'JEEP TRAIL THROUGH A BUFFALO PASTURE TO END OF TRAIL, THEN PROCEED
 OX0677'ON FOOT TO TOP OF HILL.
 OX0677'
 OX0677'STATION MARK--A STANDARD BRONZE BUREAU OF RECLAMATION DISK (NOT
 OX0677'STAMPED) SET IN CONCRETE FLUSH WITH GROUND, ON TOP OF CLEAR HILL,
 OX0677'APPROXIMATELY 200 FT. W. OF TIMBERED HIGH POINT OF MOUNTAIN.
 OX0677'
 OX0677'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0678 ***********************************************************************
 OX0678  DESIGNATION -  19 F 834
 OX0678  PID         -  OX0678
 OX0678  STATE/COUNTY-  ID/LINCOLN
 OX0678  USGS QUAD   -  ALPINE (1966)
 OX0678
 OX0678                         *CURRENT SURVEY CONTROL
 OX0678  ___________________________________________________________________
 OX0678* NAD 83(1992)-  43 12 35.60057(N)    111 01 50.03817(W)     ADJUSTED  
 OX0678* NAVD 88     -      2199.7    (meters)    7217.     (feet)  VERTCON   
 OX0678  ___________________________________________________________________
 OX0678  LAPLACE CORR-           9.89  (seconds)                    DEFLEC99
 OX0678  GEOID HEIGHT-         -10.35  (meters)                     GEOID03
 OX0678
 OX0678  HORZ ORDER  -  THIRD
 OX0678
 OX0678.The horizontal coordinates were established by classical geodetic methods
 OX0678.and adjusted by the National Geodetic Survey in July 1992..
 OX0678
 OX0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0678
 OX0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0678
 OX0678.The geoid height was determined by GEOID03.
 OX0678
 OX0678;                    North         East     Units Scale Factor Converg.
 OX0678;SPC ID C     -   175,698.041   741,298.929   MT  1.00066343   +2 02 02.6
 OX0678;UTM  12      - 4,784,123.500   497,517.100   MT  0.99960008   -0 01 15.3
 OX0678
 OX0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0678!SPC ID C     -   0.99965678  x   1.00066343  =   1.00031998
 OX0678!UTM  12      -   0.99965678  x   0.99960008  =   0.99925700
 OX0678
 OX0678:                Primary Azimuth Mark                     Grid Az
 OX0678:SPC ID C     -  19 F 830                                 166 15 26.4
 OX0678:UTM  12      -  19 F 830                                 168 18 44.3
 OX0678
 OX0678|---------------------------------------------------------------------|
 OX0678| PID    Reference Object                     Distance      Geod. Az  |
 OX0678|                                                           dddmmss.s |
 OX0678| OX0677 19 F 830                            APPROX. 7.2 KM 1681729.0 |
 OX0678|---------------------------------------------------------------------|
 OX0678
 OX0678                          SUPERSEDED SURVEY CONTROL
 OX0678
 OX0678  NAD 83(1986)-  43 12 35.59231(N)    111 01 50.02710(W) AD(       ) 3
 OX0678  NAD 27      -  43 12 35.89879(N)    111 01 47.25373(W) AD(       ) 3
 OX0678  NGVD 29 (07/19/86) 2198.5    (m)         7213.     (f) VERT ANG       
 OX0678
 OX0678.Superseded values are not recommended for survey control.
 OX0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0678.See file dsdata.txt to determine how the superseded data were derived.
 OX0678
 OX0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9751784124(NAD 83)
 OX0678_MARKER: DD = SURVEY DISK
 OX0678_SETTING: 66 = SET IN ROCK OUTCROP
 OX0678_SP_SET: SET IN ROCK OUTCROP
 OX0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0678+STABILITY: POSITION/ELEVATION WELL
 OX0678
 OX0678  HISTORY     - Date     Condition        Report By
 OX0678  HISTORY     - 1966     MONUMENTED       BOR
 OX0678
 OX0678                          STATION DESCRIPTION
 OX0678
 OX0678'DESCRIBED BY US BUREAU OF RECLAMATION 1966
 OX0678'TO REACH FROM POST OFFICE IN ALPINE, IDAHO, GO N. 1.4 MI. TO SIDE
 OX0678'RD. RIGHT, TURN RIGHT UP LONG SPRING CANYON PAST 4H SUMMER CAMP,
 OX0678'CONTINUE KEEPING TO LEFT AT ALL FORKS AND DRIVE TO END OF TRUCK
 OX0678'TRAVEL ABOUT 1 MI. PAST 4H CAMP.  FROM THIS POINT LOOKING W. WILL BE
 OX0678'SEEN A SMALL KNOB ON RIDGE BARE ON S. AND TIMBERED ON N.  STATION IS
 OX0678'HIGHEST POINT ON THIS KNOB.
 OX0678'
 OX0678'STATION MARK--A STANDARD BUREAU OF RECLAMATION TABLET (NOT STAMPED)
 OX0678'SET IN ROCKY OUTCROP ON HIGHEST PART OF HILL.
 OX0678'
 OX0678'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0656 ***********************************************************************
 OX0656  DESIGNATION -  19 F 864
 OX0656  PID         -  OX0656
 OX0656  STATE/COUNTY-  ID/BONNEVILLE
 OX0656  USGS QUAD   -  WHEATON MTN (1966)
 OX0656
 OX0656                         *CURRENT SURVEY CONTROL
 OX0656  ___________________________________________________________________
 OX0656* NAD 83(1992)-  43 31 00.39821(N)    111 23 13.57261(W)     ADJUSTED  
 OX0656* NAVD 88     -      1764.5    (meters)    5789.     (feet)  VERTCON   
 OX0656  ___________________________________________________________________
 OX0656  LAPLACE CORR-           7.47  (seconds)                    DEFLEC99
 OX0656  GEOID HEIGHT-         -10.33  (meters)                     GEOID03
 OX0656
 OX0656  HORZ ORDER  -  THIRD
 OX0656
 OX0656.The horizontal coordinates were established by classical geodetic methods
 OX0656.and adjusted by the National Geodetic Survey in July 1992..
 OX0656
 OX0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0656
 OX0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0656
 OX0656.The geoid height was determined by GEOID03.
 OX0656
 OX0656;                    North         East     Units Scale Factor Converg.
 OX0656;SPC ID E     -   205,803.593   263,027.806   MT  0.99999621   +0 32 12.5
 OX0656;UTM  12      - 4,818,277.410   468,713.532   MT  0.99961204   -0 15 59.6
 OX0656
 OX0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0656!SPC ID E     -   0.99972500  x   0.99999621  =   0.99972121
 OX0656!UTM  12      -   0.99972500  x   0.99961204  =   0.99933715
 OX0656
 OX0656:                Primary Azimuth Mark                     Grid Az
 OX0656:SPC ID E     -  ET 4 CGM                                 284 06 17.7
 OX0656:UTM  12      -  ET 4 CGM                                 284 54 29.8
 OX0656
 OX0656|---------------------------------------------------------------------|
 OX0656| PID    Reference Object                     Distance      Geod. Az  |
 OX0656|                                                           dddmmss.s |
 OX0656| OX0657 ET 4 CGM                            APPROX. 4.6 KM 2843830.2 |
 OX0656|---------------------------------------------------------------------|
 OX0656
 OX0656                          SUPERSEDED SURVEY CONTROL
 OX0656
 OX0656  NAD 83(1986)-  43 31 00.39058(N)    111 23 13.55757(W) AD(       ) 3
 OX0656  NAD 27      -  43 31 00.70216(N)    111 23 10.72781(W) AD(       ) 3
 OX0656  NGVD 29 (07/19/86) 1763.3    (m)         5785.     (f) VERT ANG       
 OX0656
 OX0656.Superseded values are not recommended for survey control.
 OX0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0656.See file dsdata.txt to determine how the superseded data were derived.
 OX0656
 OX0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP6871418277(NAD 83)
 OX0656_MARKER: DD = SURVEY DISK
 OX0656_SETTING: 0 = UNSPECIFIED SETTING
 OX0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0656
 OX0656  HISTORY     - Date     Condition        Report By
 OX0656  HISTORY     - 1966     MONUMENTED       BOR
 OX0656
 OX0656                          STATION DESCRIPTION
 OX0656
 OX0656'DESCRIBED BY US BUREAU OF RECLAMATION 1966
 OX0656'FROM SWAN VALLEY TAKE HIGHWAY 31 N. 4.5 MI. TO A RD. THAT FORKS TO
 OX0656'THE LEFT, FOLLOW THIS RD. UNTIL IT COMES TO A FARM AND RD. TURNS N.
 OX0656'(ABOUT 1.5 MI.), GO N. 0.5 MI., GO W. 0.4 MI.
 OX0656'
 OX0656'STATION MARK--A STANDARD BUREAU OF RECLAMATION BRONZE DISK SET ON
 OX0656'1-1/2-INCH IRON PIPE PROJECTING 0.9 FT. ABOVE GROUND 2 FT. S. OF
 OX0656'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0445 ***********************************************************************
 NW0445  DESIGNATION -  19 FMK
 NW0445  PID         -  NW0445
 NW0445  STATE/COUNTY-  ID/OWYHEE
 NW0445  USGS QUAD   -  TRIANGLE FLAT (1990)
 NW0445
 NW0445                         *CURRENT SURVEY CONTROL
 NW0445  ___________________________________________________________________
 NW0445* NAD 83(1986)-  42 51 19.     (N)    116 43 35.     (W)     SCALED    
 NW0445* NAVD 88     -      1539.776  (meters)    5051.75   (feet)  POSTED    
 NW0445  ___________________________________________________________________
 NW0445  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0445  DYNAMIC HT  -        1538.810 (meters)    5048.58  (feet)  COMP
 NW0445  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 NW0445
 NW0445  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0445
 NW0445.The horizontal coordinates were scaled from a topographic map and have
 NW0445.an estimated accuracy of +/- 6 seconds.
 NW0445
 NW0445.The orthometric height was determined by differential leveling
 NW0445.and adjusted by the National Geodetic Survey in 1992..
 NW0445.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0445.rate of 1.1 thru 2.0 mm/km.
 NW0445
 NW0445.The geoid height was determined by GEOID03.
 NW0445
 NW0445.The dynamic height is computed by dividing the NAVD 88
 NW0445.geopotential number by the normal gravity value computed on the
 NW0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0445.degrees latitude (g = 980.6199 gals.).
 NW0445
 NW0445.The modeled gravity was interpolated from observed gravity values.
 NW0445
 NW0445;                    North         East    Units  Estimated Accuracy
 NW0445;SPC ID W     -   132,480.      720,200.      MT  (+/- 180 meters Scaled)
 NW0445
 NW0445                          SUPERSEDED SURVEY CONTROL
 NW0445
 NW0445.No superseded survey control is available for this station.
 NW0445
 NW0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH223447(NAD 83)
 NW0445_MARKER: DD = SURVEY DISK
 NW0445_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0445_SP_SET: PREFAB CONC. POST IN EARTH
 NW0445_STAMPING: 19 FMK 1964
 NW0445_MARK LOGO: USGS  
 NW0445_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0445+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0445
 NW0445  HISTORY     - Date     Condition        Report By
 NW0445  HISTORY     - 1964     MONUMENTED       USGS
 NW0445
 NW0445                          STATION DESCRIPTION
 NW0445
 NW0445'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0445'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0445'SOUTHEAST ALONG COUNTY ROAD, THENCE 19.5 MILES SOUTHEAST ALONG FLINT
 NW0445'CREEK ROAD, 58 FEET WEST OF THE SOUTHWEST ABUTMENT OF A BRIDGE OVER
 NW0445'BOULDER CREEK AT FOOT OF A STEEP GRADE, 22 FEET SOUTH OF THE
 NW0445'CENTERLINE OF THE ROAD, 10 FEET WEST OF A JUNIPER TREE AT A CURVE IN A
 NW0445'FENCE, 3 FEET NORTH OF THE FENCE, 2 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0894 ***********************************************************************
 OZ0894  DESIGNATION -  19 JD
 OZ0894  PID         -  OZ0894
 OZ0894  STATE/COUNTY-  ID/ELMORE
 OZ0894  USGS QUAD   -  DANSKIN PEAK (1990)
 OZ0894
 OZ0894                         *CURRENT SURVEY CONTROL
 OZ0894  ___________________________________________________________________
 OZ0894* NAD 83(1992)-  43 23 02.41937(N)    115 44 17.25690(W)     ADJUSTED  
 OZ0894* NAVD 88     -      1550.68   (+/-2cm)    5087.5    (feet)  VERTCON   
 OZ0894  ___________________________________________________________________
 OZ0894  LAPLACE CORR-           8.69  (seconds)                    DEFLEC99
 OZ0894  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 OZ0894
 OZ0894  HORZ ORDER  -  THIRD
 OZ0894  VERT ORDER  -  THIRD ? (See Below)
 OZ0894
 OZ0894.The horizontal coordinates were established by classical geodetic methods
 OZ0894.and adjusted by the National Geodetic Survey in July 1992..
 OZ0894
 OZ0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0894.The vertical order pertains to the NGVD 29 superseded value.
 OZ0894
 OZ0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0894
 OZ0894.The geoid height was determined by GEOID03.
 OZ0894
 OZ0894;                    North         East     Units Scale Factor Converg.
 OZ0894;SPC ID W     -   190,755.350   800,962.028   MT  0.99993334   +0 00 29.4
 OZ0894;UTM  11      - 4,804,232.556   602,210.847   MT  0.99972851   +0 52 00.6
 OZ0894
 OZ0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0894!SPC ID W     -   0.99975934  x   0.99993334  =   0.99969270
 OZ0894!UTM  11      -   0.99975934  x   0.99972851  =   0.99948792
 OZ0894
 OZ0894:                Primary Azimuth Mark                     Grid Az
 OZ0894:SPC ID W     -  DANSKIN                                  063 19 29.8
 OZ0894:UTM  11      -  DANSKIN                                  062 27 58.6
 OZ0894
 OZ0894|---------------------------------------------------------------------|
 OZ0894| PID    Reference Object                     Distance      Geod. Az  |
 OZ0894|                                                           dddmmss.s |
 OZ0894| OZ1026 DANSKIN                             APPROX. 7.2 KM 0631959.2 |
 OZ0894|---------------------------------------------------------------------|
 OZ0894
 OZ0894                          SUPERSEDED SURVEY CONTROL
 OZ0894
 OZ0894  NAD 83(1986)-  43 23 02.42082(N)    115 44 17.25237(W) AD(       ) 3
 OZ0894  NGVD 29 (02/23/89) 1549.65   (m)         5084.1    (f) LEVELING    3  
 OZ0894
 OZ0894.Superseded values are not recommended for survey control.
 OZ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0894.See file dsdata.txt to determine how the superseded data were derived.
 OZ0894
 OZ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ0221104233(NAD 83)
 OZ0894_MARKER: DB = BENCH MARK DISK
 OZ0894_SETTING: 0 = UNSPECIFIED SETTING
 OZ0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0894
 OZ0894  HISTORY     - Date     Condition        Report By
 OZ0894  HISTORY     - 1959     MONUMENTED       USGS
 OZ0894
 OZ0894                          STATION DESCRIPTION
 OZ0894
 OZ0894'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OZ0894'STATION IS LOCATED ON THE HIGHEST OF A SERIES OF ROUND BRUSH COVERED
 OZ0894'TOPS.
 OZ0894'
 OZ0894'TO REACH FROM THE CAPTIAL BUILDING IN BOISE, DRIVE SE. ALONG HIGHWAY
 OZ0894'20, 26 AND 30 FOR 19 MI. TO A RD. JUNCTION AND SIGN READING --MAYFIELD
 OZ0894'7 MILES--, TURN LEFT FOR 0.75 MI. TO A RD. FORK, TAKE LEFT FORK 0.9
 OZ0894'MI. TO A FORK, TURN RIGHT 0.9 MI. TO A RD. FORK, TAKE LEFT FORK FOR
 OZ0894'2.7 MI. TO A RD. JUNCTION, CONTINUE STRAIGHT AHEAD FOR 4.3 MI. TO
 OZ0894'ANOTHER JUNCTION, TURN RIGHT AND DRIVE 0.7 MI. TO A FORK, KEEP TO LEFT
 OZ0894'FORK, 1.8 MI. TO A TRAIL TO LEFT, TURN LEFT ON TRAIL FOR 2.3 MI. TO A
 OZ0894'TRAIL FORK, TAKE RIGHT FORK 2.6 MI. TO A SADDLE, TURN SHARP RIGHT UP
 OZ0894'RIDGE TO TOP AND STATION SITE.
 OZ0894'
 OZ0894'STATION MARK--STANDARD BENCH MARK TABLET STAMPED---19 JD 1959
 OZ0894'5086---.
 OZ0894'
 OZ0894'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---1
 OZ0894'1959---, WELDED TO THE TOP OF A BURIED 2 IN. IRON PIPE, 21.57 FT. FROM
 OZ0894'STATION MARK IN BEARING 1 DEGREES S. 59 MINUTES W.
 OZ0894'
 OZ0894'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---2
 OZ0894'1959---, WELDED TO THE TOP OF A BURIED 2 IN. IRON PIPE, 31.61 FT. FROM
 OZ0894'STATION MARK IN BEARING 63 DEGREES S. 05 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0545 ***********************************************************************
 NW0545  DESIGNATION -  19 MDC
 NW0545  PID         -  NW0545
 NW0545  STATE/COUNTY-  ID/OWYHEE
 NW0545  USGS QUAD   -  FAIRYLAWN (1973)
 NW0545
 NW0545                         *CURRENT SURVEY CONTROL
 NW0545  ___________________________________________________________________
 NW0545* NAD 83(1986)-  42 32 11.     (N)    116 55 01.     (W)     SCALED    
 NW0545* NAVD 88     -      1722.240  (meters)    5650.38   (feet)  POSTED    
 NW0545  ___________________________________________________________________
 NW0545  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 NW0545  DYNAMIC HT  -        1721.130 (meters)    5646.74  (feet)  COMP
 NW0545  MODELED GRAV-     979,913.8   (mgal)                       NAVD 88
 NW0545
 NW0545  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0545
 NW0545.The horizontal coordinates were scaled from a topographic map and have
 NW0545.an estimated accuracy of +/- 6 seconds.
 NW0545
 NW0545.The orthometric height was determined by differential leveling
 NW0545.and adjusted by the National Geodetic Survey in 1992..
 NW0545.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0545.rate of 0.0 thru 1.0 mm/km.
 NW0545
 NW0545.The geoid height was determined by GEOID03.
 NW0545
 NW0545.The dynamic height is computed by dividing the NAVD 88
 NW0545.geopotential number by the normal gravity value computed on the
 NW0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0545.degrees latitude (g = 980.6199 gals.).
 NW0545
 NW0545.The modeled gravity was interpolated from observed gravity values.
 NW0545
 NW0545;                    North         East    Units  Estimated Accuracy
 NW0545;SPC ID W     -    97,260.      704,140.      MT  (+/- 180 meters Scaled)
 NW0545
 NW0545                          SUPERSEDED SURVEY CONTROL
 NW0545
 NW0545.No superseded survey control is available for this station.
 NW0545
 NW0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH068093(NAD 83)
 NW0545_MARKER: DD = SURVEY DISK
 NW0545_SETTING: 66 = SET IN ROCK OUTCROP
 NW0545_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 NW0545_STAMPING: 19 MDC 1973 5646
 NW0545_MARK LOGO: USGS  
 NW0545_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0545+STABILITY: POSITION/ELEVATION WELL
 NW0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0545+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0545
 NW0545  HISTORY     - Date     Condition        Report By
 NW0545  HISTORY     - 1973     MONUMENTED       USGS
 NW0545
 NW0545                          STATION DESCRIPTION
 NW0545
 NW0545'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0545'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0545'SOUTH ALONG A GRAVELED ROAD, THENCE 18.8 MILES SOUTH AND EAST ALONG A
 NW0545'DIRT ROAD TOWARD GRANDVIEW, IDAHO, 0.2 MILES SOUTH OF JUNIPER MOUNTAIN
 NW0545'DRIFT FENCE, AT A CURVE IN THE ROAD, 34 FEET WEST OF THE CENTERLINE OF
 NW0545'THE ROAD, 2 FEET HIGHER THAN THE ROAD BED, 1 FOOT SOUTH OF A CAIRN,
 NW0545'SET IN AN OUTCROPPING LAVA LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0301 ***********************************************************************
 RA0301  DESIGNATION -  19 N
 RA0301  PID         -  RA0301
 RA0301  STATE/COUNTY-  ID/ADAMS
 RA0301  USGS QUAD   -  HOMESTEAD (1990)
 RA0301
 RA0301                         *CURRENT SURVEY CONTROL
 RA0301  ___________________________________________________________________
 RA0301* NAD 83(1986)-  45 06 30.     (N)    116 46 03.     (W)     SCALED    
 RA0301* NAVD 88     -       493.378  (meters)    1618.69   (feet)  ADJUSTED  
 RA0301  ___________________________________________________________________
 RA0301  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 RA0301  DYNAMIC HT  -         493.254 (meters)    1618.28  (feet)  COMP
 RA0301  MODELED GRAV-     980,351.1   (mgal)                       NAVD 88
 RA0301
 RA0301  VERT ORDER  -  SECOND    CLASS 0
 RA0301
 RA0301.The horizontal coordinates were scaled from a topographic map and have
 RA0301.an estimated accuracy of +/- 6 seconds.
 RA0301
 RA0301.The orthometric height was determined by differential leveling
 RA0301.and adjusted by the National Geodetic Survey in June 1991..
 RA0301
 RA0301.The geoid height was determined by GEOID03.
 RA0301
 RA0301.The dynamic height is computed by dividing the NAVD 88
 RA0301.geopotential number by the normal gravity value computed on the
 RA0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0301.degrees latitude (g = 980.6199 gals.).
 RA0301
 RA0301.The modeled gravity was interpolated from observed gravity values.
 RA0301
 RA0301;                    North         East    Units  Estimated Accuracy
 RA0301;SPC ID W     -   382,850.      719,930.      MT  (+/- 180 meters Scaled)
 RA0301
 RA0301                          SUPERSEDED SURVEY CONTROL
 RA0301
 RA0301  NGVD 29 (??/??/92)  492.334  (m)         1615.27   (f) ADJ UNCH    2 0
 RA0301
 RA0301.Superseded values are not recommended for survey control.
 RA0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0301.See file dsdata.txt to determine how the superseded data were derived.
 RA0301
 RA0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK182950(NAD 83)
 RA0301_MARKER: Z = SEE DESCRIPTION
 RA0301_SETTING: 80 = SET IN A BOULDER
 RA0301_SP_SET: BOULDER
 RA0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0301+STABILITY: SURFACE MOTION
 RA0301
 RA0301  HISTORY     - Date     Condition        Report By
 RA0301  HISTORY     - UNK      MONUMENTED       DOD
 RA0301  HISTORY     - 1946     GOOD             NGS
 RA0301
 RA0301                          STATION DESCRIPTION
 RA0301
 RA0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0301'7.3 MI NE FROM HOMESTEAD, OR.
 RA0301'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0301'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0301'LEDGE MINE ROAD, THENCE 5.1 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0301'ROAD, BENCH MARK IS 66.0 FEET SOUTHWEST OF THE MOST SOUTHWESTERLY OF
 RA0301'TWO 15-INCH PINE TREES, 17.5 FEET NORTHWEST OF CENTER OF THE ROAD,
 RA0301'DIRECTLY SOUTHEAST OF A LARGE BOULDER IN THE SNAKE RIVER, AN OUTLINED
 RA0301'CHISELED PYRAMID CUT ON TOP OF AND ABOUT MIDWAY OF THE SOUTH EDGE OF A
 RA0301'6X6 FOOT BOULDER, ABOUT 2 1/2 FEET BELOW THE ROAD, PAINTED USSBM NO.
 RA0301'19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0092 ***********************************************************************
 SV0092  DESIGNATION -  19 PRA
 SV0092  PID         -  SV0092
 SV0092  STATE/COUNTY-  ID/SHOSHONE
 SV0092  USGS QUAD   -  GRIZZLY MOUNTAIN (1996)
 SV0092
 SV0092                         *CURRENT SURVEY CONTROL
 SV0092  ___________________________________________________________________
 SV0092* NAD 83(1986)-  47 39 05.     (N)    116 00 59.     (W)     SCALED    
 SV0092* NAVD 88     -       716.506  (meters)    2350.74   (feet)  ADJUSTED  
 SV0092  ___________________________________________________________________
 SV0092  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 SV0092  DYNAMIC HT  -         716.501 (meters)    2350.72  (feet)  COMP
 SV0092  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 SV0092
 SV0092  VERT ORDER  -  SECOND    CLASS 0
 SV0092
 SV0092.The horizontal coordinates were scaled from a topographic map and have
 SV0092.an estimated accuracy of +/- 6 seconds.
 SV0092
 SV0092.The orthometric height was determined by differential leveling
 SV0092.and adjusted by the National Geodetic Survey in June 1991..
 SV0092
 SV0092.The geoid height was determined by GEOID03.
 SV0092
 SV0092.The dynamic height is computed by dividing the NAVD 88
 SV0092.geopotential number by the normal gravity value computed on the
 SV0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0092.degrees latitude (g = 980.6199 gals.).
 SV0092
 SV0092.The modeled gravity was interpolated from observed gravity values.
 SV0092
 SV0092;                    North         East    Units  Estimated Accuracy
 SV0092;SPC ID W     -   665,040.      779,990.      MT  (+/- 180 meters Scaled)
 SV0092
 SV0092                          SUPERSEDED SURVEY CONTROL
 SV0092
 SV0092  NGVD 29 (??/??/92)  715.37   (m)         2347.0    (f) COMPUTED    2 0
 SV0092
 SV0092.Superseded values are not recommended for survey control.
 SV0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0092.See file dsdata.txt to determine how the superseded data were derived.
 SV0092
 SV0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN738780(NAD 83)
 SV0092_MARKER: DD = SURVEY DISK
 SV0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0092_STAMPING: 19
 SV0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0092+STABILITY: SURFACE MOTION
 SV0092
 SV0092  HISTORY     - Date     Condition        Report By
 SV0092  HISTORY     - UNK      MONUMENTED       BPR
 SV0092  HISTORY     - 1958     GOOD             NGS
 SV0092
 SV0092                          STATION DESCRIPTION
 SV0092
 SV0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0092'3.6 MI SW FROM PRICHARD.
 SV0092'3.6 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE CONCRETE BRIDGE OVER
 SV0092'PRICHARD CREEK AT PRICHARD, ABOUT 50 YARDS NORTHEAST OF HOPKINS CREEK,
 SV0092'AT THE JUNCTION OF A DIRT ROAD LEADING NORTH TO A FARMHOUSE, 42 FEET
 SV0092'NORTH OF THE CENTER LINE OF THE MAIN ROAD, 139 FEET WEST OF THE CENTER
 SV0092'LINE OF THE DIRT ROAD NORTH, 111 FEET WEST OF A POWER POLE SUPPORTING
 SV0092'A TRANSFORMER, 5 FEET SOUTH OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS
 SV0092'POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 SV0092'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0419 ***********************************************************************
 NT0419  DESIGNATION -  1911 31
 NT0419  PID         -  NT0419
 NT0419  STATE/COUNTY-  ID/CARIBOU
 NT0419  USGS QUAD   -  SODA SPRINGS (1982)
 NT0419
 NT0419                         *CURRENT SURVEY CONTROL
 NT0419  ___________________________________________________________________
 NT0419* NAD 83(1986)-  42 42 12.     (N)    111 34 09.     (W)     SCALED    
 NT0419* NAVD 88     -      1837.928  (meters)    6029.94   (feet)  ADJUSTED  
 NT0419  ___________________________________________________________________
 NT0419  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 NT0419  DYNAMIC HT  -        1836.655 (meters)    6025.76  (feet)  COMP
 NT0419  MODELED GRAV-     979,862.8   (mgal)                       NAVD 88
 NT0419
 NT0419  VERT ORDER  -  SECOND    CLASS 0
 NT0419
 NT0419.The horizontal coordinates were scaled from a topographic map and have
 NT0419.an estimated accuracy of +/- 6 seconds.
 NT0419
 NT0419.The orthometric height was determined by differential leveling
 NT0419.and adjusted by the National Geodetic Survey in June 1991..
 NT0419
 NT0419.The geoid height was determined by GEOID03.
 NT0419
 NT0419.The dynamic height is computed by dividing the NAVD 88
 NT0419.geopotential number by the normal gravity value computed on the
 NT0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0419.degrees latitude (g = 980.6199 gals.).
 NT0419
 NT0419.The modeled gravity was interpolated from observed gravity values.
 NT0419
 NT0419;                    North         East    Units  Estimated Accuracy
 NT0419;SPC ID E     -   115,320.      248,950.      MT  (+/- 180 meters Scaled)
 NT0419
 NT0419                          SUPERSEDED SURVEY CONTROL
 NT0419
 NT0419  NGVD 29 (??/??/92) 1836.72   (m)         6026.0    (f) COMPUTED    2 0
 NT0419
 NT0419.Superseded values are not recommended for survey control.
 NT0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0419.See file dsdata.txt to determine how the superseded data were derived.
 NT0419
 NT0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN533280(NAD 83)
 NT0419_MARKER: DD = SURVEY DISK
 NT0419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0419_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0419_STAMPING: 1911 31 RESET 1941
 NT0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0419
 NT0419  HISTORY     - Date     Condition        Report By
 NT0419  HISTORY     - 1941     MONUMENTED       USGS
 NT0419  HISTORY     - 1951     GOOD             NGS
 NT0419
 NT0419                          STATION DESCRIPTION
 NT0419
 NT0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0419'4.4 MI NE FROM SODA SPRINGS.
 NT0419'4.4 MILES NORTH ALONG THE STATE HIGHWAY 34, NEAR THE NORTH END OF A
 NT0419'SLIGHT CURVE IN THE HIGHWAY, ABOUT 80 YARDS SOUTH OF THE SUMMIT OF A
 NT0419'SMALL RISE IN THE ROAD, 0.2 MILE SOUTH OF A RANCH HOUSE WEST OF THE
 NT0419'HIGHWAY, 43 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 48.4 FEET
 NT0419'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 11.8 FEET NORTHWEST OF A
 NT0419'TELEGRAPH POLE, AND RIVETED ON THE TOP OF A 3 INCH IRON PIPE
 NT0419'PROJECTING 1 FOOT ABOVE THE GROUND, AND ABOUT 3 1/2 FEET LOWER THAN
 NT0419'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1812 ***********************************************************************
 NU1812  DESIGNATION -  191+31.0
 NU1812  PID         -  NU1812
 NU1812  STATE/COUNTY-  ID/POWER
 NU1812  USGS QUAD   -  REGISTER ROCK (1984)
 NU1812
 NU1812                         *CURRENT SURVEY CONTROL
 NU1812  ___________________________________________________________________
 NU1812* NAD 83(1986)-  42 39 00.     (N)    113 01 13.     (W)     SCALED    
 NU1812* NAVD 88     -      1308.27   (meters)    4292.2    (feet)  RESET     
 NU1812  ___________________________________________________________________
 NU1812  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 NU1812
 NU1812  VERT ORDER  -  THIRD
 NU1812
 NU1812.The horizontal coordinates were scaled from a topographic map and have
 NU1812.an estimated accuracy of +/- 6 seconds.
 NU1812
 NU1812.The orthometric height was computed from unverified reset data.
 NU1812.No vertical observational check was made to the station.
 NU1812
 NU1812.The geoid height was determined by GEOID03.
 NU1812
 NU1812;                    North         East    Units  Estimated Accuracy
 NU1812;SPC ID E     -   109,570.      130,010.      MT  (+/- 180 meters Scaled)
 NU1812
 NU1812                          SUPERSEDED SURVEY CONTROL
 NU1812
 NU1812  NGVD 29 (03/27/06) 1307.26   (m)         4288.9    (f) RESET       3  
 NU1812
 NU1812.Superseded values are not recommended for survey control.
 NU1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1812.See file dsdata.txt to determine how the superseded data were derived.
 NU1812
 NU1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN343239(NAD 83)
 NU1812_MARKER: DD = SURVEY DISK
 NU1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1812_SP_SET: ROCK CUT
 NU1812_STAMPING: 191 + 31.0
 NU1812_MARK LOGO: IDDT  
 NU1812_PROJECTION: PROJECTING 15 CENTIMETERS
 NU1812_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1812+STABILITY: SURFACE MOTION
 NU1812
 NU1812  HISTORY     - Date     Condition        Report By
 NU1812  HISTORY     - 1960     MONUMENTED       IDDT
 NU1812  HISTORY     - 1983     GOOD             NGS
 NU1812  HISTORY     - 19830610 GOOD             NGS
 NU1812
 NU1812                          STATION DESCRIPTION
 NU1812
 NU1812'DESCRIBED BY ID DEPT OF TRANSP 1960
 NU1812'4.2 KM (2.60 MI) WEST FROM MASSACRE ROCKS STATE PARK.
 NU1812'FROM THE ENTRANCE TO MASSACRE ROCKS BY GOING WEST ON I86 FOR 4.2 KM
 NU1812'(2.60 MI) TO THE MARK ON THE RIGHT AT THE TOP OF A ROCK CUT,
 NU1812'27.35 METERS NORTHWEST OF
 NU1812'ANOTHER HIGHWAY DISK 191 + 31 4289.66, 22.66 METERS WEST SOUTHWEST OF
 NU1812'TRAVERSE STATION IDA 15W 11 1960, 23.2 METERS WEST OF A METAL WITNESS
 NU1812'POST AND 15 METERS NORTH OF A RIGHT OF WAY FENCE.
 NU1812
 NU1812                          STATION RECOVERY (1983)
 NU1812
 NU1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1812'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU1812'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU1812'HIGHWAY 39 AT AMERICAN FALLS, THENCE 16.1 KM (10.06 MI) SOUTHWEST
 NU1812'ALONG INTERSTATE 86, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 25, ON THE
 NU1812'HIGHEST POINT OF A LARGE CUT, 30.8 METERS (101 FT) NORTHWEST OF THE
 NU1812'WEST BOUND HIGHWAY CENTERLINE, 16.1 METERS (53 FT) SOUTHWEST OF A
 NU1812'BRACED FENCE POST IN THE RIGHT OF WAY FENCE, 14.0 METERS (46 FT)
 NU1812'SOUTHEAST OF THE STATION AND 0.15 METER (0.5 FT) NORTHWEST OF THE
 NU1812'RIGHT OF WAY FENCE.
 NU1812'THE MARK IS 12.8 METERS  SE FROM A WITNESS POST.
 NU1812'THE MARK IS 6.6 M ABOVE THE HIGHWAY.
 NU1812
 NU1812                          STATION RECOVERY (1983)
 NU1812
 NU1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NU1812'THE STATION IS LOCATED ON THE N SIDE OF I 86, 20 KM (12.40 MI) WSW OF
 NU1812'AMERICAN FALLS, 18.4 KM (11.45 MI) E OF RAFT RIVER, 4 KM (2.50 MI) W
 NU1812'OF MASS ACRE ROCKS AND 0.5 METER (1.6 FT) W OF REGISTER ROCKS CAMP
 NU1812'GROUND.  TO REACH FROM THE ENTRANCE TO MASS ACRE ROCKS STATE PARK GO W
 NU1812'ON I 86 FOR 4.2 KM (2.60 MI) TO THE MARK ON THE RIGHT AT THE TOP OF A
 NU1812'ROCK CUT.  THE STATION IS AN IDAHO STATE HWY DISK STAMPED---191 +
 NU1812'31.0---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN
 NU1812'DIAMETER AND PROJECTS 10 CM ABOVE THE GROUND.  IT IS 27.356 METERS
 NU1812'(89.750 FT) NW OF ANOTHER HWY DISK STAMPED---191 + 31.0 4289.66---,
 NU1812'22.668 METERS (74.370 FT) WSW OF TRAVERSE STATION IDA 15 W 11, 23.2
 NU1812'METERS (76.1 FT) W OF A METAL WITNESS POST AND 15.0 METERS (49.2 FT) N
 NU1812'OF A RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0889 ***********************************************************************
 NU0889  DESIGNATION -  191+31.0 4289.66
 NU0889  PID         -  NU0889
 NU0889  STATE/COUNTY-  ID/POWER
 NU0889  USGS QUAD   -  REGISTER ROCK (1984)
 NU0889
 NU0889                         *CURRENT SURVEY CONTROL
 NU0889  ___________________________________________________________________
 NU0889* NAD 83(1992)-  42 38 59.38362(N)    113 01 12.74731(W)     ADJUSTED  
 NU0889* NAVD 88     -      1308.748  (meters)    4293.78   (feet)  ADJUSTED  
 NU0889  ___________________________________________________________________
 NU0889  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 NU0889  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 NU0889  DYNAMIC HT  -        1307.994 (meters)    4291.31  (feet)  COMP
 NU0889  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 NU0889
 NU0889  HORZ ORDER  -  SECOND
 NU0889  VERT ORDER  -  SECOND    CLASS 0
 NU0889
 NU0889.The horizontal coordinates were established by classical geodetic methods
 NU0889.and adjusted by the National Geodetic Survey in July 1992..
 NU0889
 NU0889.The orthometric height was determined by differential leveling
 NU0889.and adjusted by the National Geodetic Survey in June 1991..
 NU0889
 NU0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0889
 NU0889.The geoid height was determined by GEOID03.
 NU0889
 NU0889.The dynamic height is computed by dividing the NAVD 88
 NU0889.geopotential number by the normal gravity value computed on the
 NU0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0889.degrees latitude (g = 980.6199 gals.).
 NU0889
 NU0889.The modeled gravity was interpolated from observed gravity values.
 NU0889
 NU0889;                    North         East     Units Scale Factor Converg.
 NU0889;SPC ID E     -   109,553.536   130,010.993   MT  1.00000761   -0 34 41.9
 NU0889;SPC ID C     -   109,665.761   580,341.510   MT  1.00002675   +0 39 49.9
 NU0889;UTM  12      - 4,723,908.471   334,401.355   MT  0.99993739   -1 22 08.5
 NU0889
 NU0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0889!SPC ID E     -   0.99979694  x   1.00000761  =   0.99980455
 NU0889!SPC ID C     -   0.99979694  x   1.00002675  =   0.99982369
 NU0889!UTM  12      -   0.99979694  x   0.99993739  =   0.99973435
 NU0889
 NU0889                          SUPERSEDED SURVEY CONTROL
 NU0889
 NU0889  NAD 83(1986)-  42 38 59.37986(N)    113 01 12.73962(W) AD(       ) 2
 NU0889  NAD 27      -  42 38 59.69310(N)    113 01 09.75830(W) AD(       ) 2
 NU0889  NGVD 29 (??/??/92) 1307.734  (m)         4290.46   (f) ADJ UNCH    2 0
 NU0889
 NU0889.Superseded values are not recommended for survey control.
 NU0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0889.See file dsdata.txt to determine how the superseded data were derived.
 NU0889
 NU0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN3440123908(NAD 83)
 NU0889_MARKER: DD = SURVEY DISK
 NU0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0889_STAMPING: 191 + 31.0 4289.66
 NU0889_MARK LOGO: IDDH  
 NU0889_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0889+STABILITY: SURFACE MOTION
 NU0889
 NU0889  HISTORY     - Date     Condition        Report By
 NU0889  HISTORY     - 1960     MONUMENTED       IDDH
 NU0889  HISTORY     - 1960     GOOD             NGS
 NU0889  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0889  HISTORY     - 19830615 GOOD             NGS
 NU0889
 NU0889                          STATION DESCRIPTION
 NU0889
 NU0889'DESCRIBED BY ID DEPT OF HIGHWAYS 1960
 NU0889'TO REACH STATION IDA 15W-11 FROM THE INTERCHANGE OF INTERSTATE HIGHWAY
 NU0889'15W AND U.S. HIGHWAY 30N WITH STATE HIGHWAYS 39 AND 37, WHICH IS
 NU0889'2.7 MILES SOUTHWEST OF AMERICAN FALLS, DRIVE WESTERLY ON U.S.
 NU0889'HIGHWAY 30N FOR 9.3 MILES TO THE EAST ENTRANCE OF THE ROCK CREEK
 NU0889'HISTORICAL MONUMENT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NU0889'WEST ON THE HIGHWAY FOR 0.25 MILE TO THE WEST ENTRANCE ROAD
 NU0889'OF THE HISTORICAL MONUMENT.  BEAR RIGHT UP ONTO THE NORTH
 NU0889'HIGHWAY EMBANKMENT, THENCE DRIVE WEST ALONG THE NORTH HIGHWAY
 NU0889'RIGHT-OF-WAY FENCE FOR 0.15 MILE TO A JOG IN THE FENCE AND
 NU0889'STATION IDA 15W-11.
 NU0889'
 NU0889'A STANDARD BRONZE DISK OF THE IDAHO STATE HIGHWAY DEPARTMENT,
 NU0889'STAMPED 191+31.0 4289.66.  THE
 NU0889'DISK IS SET IN THE TOP OF A CYLINDRICAL PRECAST CONCRETE POST
 NU0889'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 NU0889'POINT ESTABLISHED UPON THE DISK IS A CROSS STAMPED NEAR THE EAST
 NU0889'EDGE OF THE TOP.
 NU0889
 NU0889                          STATION RECOVERY (1960)
 NU0889
 NU0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0889'2.4 MI W FROM MASSACRE ROCKS.
 NU0889'2.4 MILES WEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) FROM
 NU0889'THE MASSACRE ROCKS MOTEL, NORTH FROM THE HIGHWAY UPON AN EMBANKMENT,
 NU0889'45.9 FEET SOUTH-EAST FROM TRAVERSE STATION IDA 15W-11, SET IN THE TOP
 NU0889'OF A CYLINDRICAL PRECAST CONCRETE POST PROJECTING 4-INCHES ABOVE THE
 NU0889'GROUND.
 NU0889
 NU0889                          STATION RECOVERY (1983)
 NU0889
 NU0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0889'MARK NOT FOUND.
 NU0889
 NU0889                          STATION RECOVERY (1983)
 NU0889
 NU0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NU0889'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE N SIDE
 NU0889'OF HWY 86, 20 KM (12.40 MI) WSW OF AMERICAN FALLS, 18.4 KM (11.45 MI)
 NU0889'E OF RAFT RIVER, 4 KM (2.50 MI) W OF MASSACRE ROCKS AND 0.5 KM (0.30
 NU0889'MI) W OF REGISTER ROCKS CAMP GROUND.  TO REACH FROM THE ENTRANCE TO
 NU0889'MASSACRE ROCKS STATE PARK, GO W ON I 86 FOR 4.2 KM (2.60 MI) TO THE
 NU0889'MARK ON THE RIGHT AT THE TOP OF A ROCK CUT.  IT IS 14.001 METERS
 NU0889'(45.935 FT) SSE OF TRAVERSE STATION 15W 11, 27.36 METERS (89.76 FT) SE
 NU0889'OF ANOTHER HWY DISK 191 PLUS 31.0, 16.0 METERS (52.5 FT) W FROM A BENT
 NU0889'IN THE RIGHT OF WAY FENCE AND 0.15 METERS (0.49 FT) N OF A FENCE.  THE
 NU0889'STATION IS AN IDAHO STATE HWY DISK STAMPED---191 + 31.0 4289.66---,
 NU0889'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 11 CM.  THE
 NU0889'POINT OBSERVED UPON WAS A CROSS HATCH AT BOTTOM OF LETTER TE IN THE
 NU0889'WORD STATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0362 ***********************************************************************
 RY0362  DESIGNATION -  1924 B
 RY0362  PID         -  RY0362
 RY0362  STATE/COUNTY-  ID/IDAHO
 RY0362  USGS QUAD   -  FOG MOUNTAIN (1995)
 RY0362
 RY0362                         *CURRENT SURVEY CONTROL
 RY0362  ___________________________________________________________________
 RY0362* NAD 83(1986)-  46 04 49.     (N)    115 09 06.     (W)     SCALED    
 RY0362* NAVD 88     -       585.105  (meters)    1919.63   (feet)  ADJUSTED  
 RY0362  ___________________________________________________________________
 RY0362  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 RY0362  DYNAMIC HT  -         584.857 (meters)    1918.82  (feet)  COMP
 RY0362  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 RY0362
 RY0362  VERT ORDER  -  SECOND    CLASS 0
 RY0362
 RY0362.The horizontal coordinates were scaled from a topographic map and have
 RY0362.an estimated accuracy of +/- 6 seconds.
 RY0362
 RY0362.The orthometric height was determined by differential leveling
 RY0362.and adjusted by the National Geodetic Survey in June 1991..
 RY0362
 RY0362.The geoid height was determined by GEOID03.
 RY0362
 RY0362.The dynamic height is computed by dividing the NAVD 88
 RY0362.geopotential number by the normal gravity value computed on the
 RY0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0362.degrees latitude (g = 980.6199 gals.).
 RY0362
 RY0362.The modeled gravity was interpolated from observed gravity values.
 RY0362
 RY0362;                    North         East    Units  Estimated Accuracy
 RY0362;SPC ID W     -   490,540.      846,280.      MT  (+/- 180 meters Scaled)
 RY0362
 RY0362                          SUPERSEDED SURVEY CONTROL
 RY0362
 RY0362  NGVD 29 (??/??/92)  583.815  (m)         1915.40   (f) ADJ UNCH    2 0
 RY0362
 RY0362.Superseded values are not recommended for survey control.
 RY0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0362.See file dsdata.txt to determine how the superseded data were derived.
 RY0362
 RY0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM429046(NAD 83)
 RY0362_MARKER: DD = SURVEY DISK
 RY0362_SETTING: 80 = SET IN A BOULDER
 RY0362_STAMPING: B 1924 1911 69
 RY0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0362+STABILITY: SURFACE MOTION
 RY0362
 RY0362  HISTORY     - Date     Condition        Report By
 RY0362  HISTORY     - 1911     MONUMENTED       USGS
 RY0362  HISTORY     - 1965     GOOD             NGS
 RY0362
 RY0362                          STATION DESCRIPTION
 RY0362
 RY0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0362'27.35 MI E FROM LOWELL.
 RY0362'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0362'HIGHWAY 12 AT LOWELL, THENCE 7.65 MILES EAST ALONG THE SELWAY RIVER
 RY0362'TRAIL, THENCE 0.1 MILE NORTH ALONG THE FORMER SELWAY RIVER TRAIL,
 RY0362'ABOUT 0.1 MILE NORTH OF A WOODEN BRIDGE OVER BALLINGER CREEK ON NEW
 RY0362'TRAIL, AT A POINT WHERE THE FORMER TRAIL CROSSES BALLINGER CREEK, IN
 RY0362'THE TOP OF A 3- BY 4-FOOT BOULDER WHICH IS ALONG THE EAST SIDE OF THE
 RY0362'CREEK, 4 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL, ABOUT 7 FEET
 RY0362'HIGHER THAN THE CREEK AND 1 FOOT HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0368 ***********************************************************************
 RY0368  DESIGNATION -  1944 B
 RY0368  PID         -  RY0368
 RY0368  STATE/COUNTY-  ID/IDAHO
 RY0368  USGS QUAD   -  MINK PEAK (1995)
 RY0368
 RY0368                         *CURRENT SURVEY CONTROL
 RY0368  ___________________________________________________________________
 RY0368* NAD 83(1986)-  46 05 55.     (N)    115 04 19.     (W)     SCALED    
 RY0368* NAVD 88     -       591.304  (meters)    1939.97   (feet)  ADJUSTED  
 RY0368  ___________________________________________________________________
 RY0368  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 RY0368  DYNAMIC HT  -         591.084 (meters)    1939.25  (feet)  COMP
 RY0368  MODELED GRAV-     980,230.3   (mgal)                       NAVD 88
 RY0368
 RY0368  VERT ORDER  -  SECOND    CLASS 0
 RY0368
 RY0368.The horizontal coordinates were scaled from a topographic map and have
 RY0368.an estimated accuracy of +/- 6 seconds.
 RY0368
 RY0368.The orthometric height was determined by differential leveling
 RY0368.and adjusted by the National Geodetic Survey in June 1991..
 RY0368
 RY0368.The geoid height was determined by GEOID03.
 RY0368
 RY0368.The dynamic height is computed by dividing the NAVD 88
 RY0368.geopotential number by the normal gravity value computed on the
 RY0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0368.degrees latitude (g = 980.6199 gals.).
 RY0368
 RY0368.The modeled gravity was interpolated from observed gravity values.
 RY0368
 RY0368;                    North         East    Units  Estimated Accuracy
 RY0368;SPC ID W     -   492,620.      852,430.      MT  (+/- 180 meters Scaled)
 RY0368
 RY0368                          SUPERSEDED SURVEY CONTROL
 RY0368
 RY0368  NGVD 29 (??/??/92)  590.037  (m)         1935.81   (f) ADJ UNCH    2 0
 RY0368
 RY0368.Superseded values are not recommended for survey control.
 RY0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0368.See file dsdata.txt to determine how the superseded data were derived.
 RY0368
 RY0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM490068(NAD 83)
 RY0368_MARKER: DD = SURVEY DISK
 RY0368_SETTING: 66 = SET IN ROCK OUTCROP
 RY0368_SP_SET: OUTCROP
 RY0368_STAMPING: 1944 B 1911 68
 RY0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0368+STABILITY: POSITION/ELEVATION WELL
 RY0368
 RY0368  HISTORY     - Date     Condition        Report By
 RY0368  HISTORY     - 1911     MONUMENTED       USGS
 RY0368  HISTORY     - 1965     GOOD             NGS
 RY0368
 RY0368                          STATION DESCRIPTION
 RY0368
 RY0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0368'32.2 MI E FROM LOWELL.
 RY0368'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0368'HIGHWAY 12 AT LOWELL, THENCE 12.6 MILES EAST ALONG THE SELWAY RIVER
 RY0368'TRAIL, IN THE TOP OF A 10- BY 15-FOOT OUTCROP, 100 FEET NORTH OF THE
 RY0368'CENTER LINE OF THE TRAIL, 100 FEET SOUTH OF THE SOUTH CORNER OF THE
 RY0368'FORMER THREE LINKS GUARD STATION, 32 FEET NORTHWEST OF THE SOUTHEAST
 RY0368'BANK OF THREE LINKS CREEK, AND ABOUT 4 FEET ABOVE THE GROUND.  NOTE--
 RY0368'THE MARK WAS LEVELED AS A VERTICAL AS THE DISK IS SLANTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0072 ***********************************************************************
 RA0072  DESIGNATION -  2
 RA0072  PID         -  RA0072
 RA0072  STATE/COUNTY-  ID/IDAHO
 RA0072  USGS QUAD   -  GRANGEVILLE EAST (1995)
 RA0072
 RA0072                         *CURRENT SURVEY CONTROL
 RA0072  ___________________________________________________________________
 RA0072* NAD 83(1986)-  45 54 39.     (N)    116 01 36.     (W)     SCALED    
 RA0072* NAVD 88     -       847.460  (meters)    2780.38   (feet)  ADJUSTED  
 RA0072  ___________________________________________________________________
 RA0072  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 RA0072  DYNAMIC HT  -         847.344 (meters)    2779.99  (feet)  COMP
 RA0072  MODELED GRAV-     980,450.1   (mgal)                       NAVD 88
 RA0072
 RA0072  VERT ORDER  -  FIRST     CLASS II
 RA0072
 RA0072.The horizontal coordinates were scaled from a topographic map and have
 RA0072.an estimated accuracy of +/- 6 seconds.
 RA0072
 RA0072.The orthometric height was determined by differential leveling
 RA0072.and adjusted by the National Geodetic Survey in June 1991..
 RA0072
 RA0072.The geoid height was determined by GEOID03.
 RA0072
 RA0072.The dynamic height is computed by dividing the NAVD 88
 RA0072.geopotential number by the normal gravity value computed on the
 RA0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0072.degrees latitude (g = 980.6199 gals.).
 RA0072
 RA0072.The modeled gravity was interpolated from observed gravity values.
 RA0072
 RA0072;                    North         East    Units  Estimated Accuracy
 RA0072;SPC ID W     -   471,570.      778,540.      MT  (+/- 180 meters Scaled)
 RA0072
 RA0072                          SUPERSEDED SURVEY CONTROL
 RA0072
 RA0072  NGVD 29 (??/??/92)  846.460  (m)         2777.09   (f) ADJ UNCH    1 2
 RA0072
 RA0072.Superseded values are not recommended for survey control.
 RA0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0072.See file dsdata.txt to determine how the superseded data were derived.
 RA0072
 RA0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL754846(NAD 83)
 RA0072_MARKER: DD = SURVEY DISK
 RA0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0072_STAMPING: 2 2775 30
 RA0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0072+STABILITY: SURFACE MOTION
 RA0072
 RA0072  HISTORY     - Date     Condition        Report By
 RA0072  HISTORY     - UNK      MONUMENTED       BPR
 RA0072  HISTORY     - 1945     GOOD             NGS
 RA0072
 RA0072                          STATION DESCRIPTION
 RA0072
 RA0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0072'4.9 MI SE FROM MOUNT IDAHO.
 RA0072'ALONG MOUNT IDAHO SECTION OF CONNER - GRANGEVILLE ROAD, 4.9 MILES
 RA0072'SOUTHEAST OF THE GRANGE HALL AT MOUNT IDAHO, 2.85 MILES NORTHWEST OF
 RA0072'STEEL BRIDGE OVER SOUTH FORK OF CLEARWATER RIVER, 31.5 FEET NORTHEAST
 RA0072'OF A 2 1/2 FOOT PINE TREE, 24.0 FEET SOUTH OF CENTERLINE OF GATE FOR
 RA0072'ROAD LEADING TO A FARM HOUSE, 25.0 FEET WEST OF CENTERLINE OF ROAD,
 RA0072'2.0 FEET SOUTH OF REFERENCE POST, 1.2 FOOT WEST OF RIGHT-OF-WAY FENCE,
 RA0072'SET IN TOP OF CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND AND ABOUT
 RA0072'6 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0215 ***********************************************************************
 OZ0215  DESIGNATION -  2
 OZ0215  PID         -  OZ0215
 OZ0215  STATE/COUNTY-  ID/CAMAS
 OZ0215  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0215
 OZ0215                         *CURRENT SURVEY CONTROL
 OZ0215  ___________________________________________________________________
 OZ0215* NAD 83(1986)-  43 20 32.     (N)    114 41 40.     (W)     SCALED    
 OZ0215* NAVD 88     -      1533.834  (meters)    5032.25   (feet)  ADJUSTED  
 OZ0215  ___________________________________________________________________
 OZ0215  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 OZ0215  DYNAMIC HT  -        1532.951 (meters)    5029.36  (feet)  COMP
 OZ0215  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 OZ0215
 OZ0215  VERT ORDER  -  SECOND    CLASS 0
 OZ0215
 OZ0215.The horizontal coordinates were scaled from a topographic map and have
 OZ0215.an estimated accuracy of +/- 6 seconds.
 OZ0215
 OZ0215.The orthometric height was determined by differential leveling
 OZ0215.and adjusted by the National Geodetic Survey in June 1991..
 OZ0215
 OZ0215.The geoid height was determined by GEOID03.
 OZ0215
 OZ0215.The dynamic height is computed by dividing the NAVD 88
 OZ0215.geopotential number by the normal gravity value computed on the
 OZ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0215.degrees latitude (g = 980.6199 gals.).
 OZ0215
 OZ0215.The modeled gravity was interpolated from observed gravity values.
 OZ0215
 OZ0215;                    North         East    Units  Estimated Accuracy
 OZ0215;SPC ID C     -   186,350.      443,690.      MT  (+/- 180 meters Scaled)
 OZ0215
 OZ0215                          SUPERSEDED SURVEY CONTROL
 OZ0215
 OZ0215  NGVD 29 (??/??/92) 1532.758  (m)         5028.72   (f) ADJ UNCH    2 0
 OZ0215
 OZ0215.Superseded values are not recommended for survey control.
 OZ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0215.See file dsdata.txt to determine how the superseded data were derived.
 OZ0215
 OZ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ868014(NAD 83)
 OZ0215_MARKER: DD = SURVEY DISK
 OZ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0215+STABILITY: SURFACE MOTION
 OZ0215
 OZ0215  HISTORY     - Date     Condition        Report By
 OZ0215  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0215  HISTORY     - 1950     GOOD             NGS
 OZ0215  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0215
 OZ0215                          STATION DESCRIPTION
 OZ0215
 OZ0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0215'5.1 MI E FROM FIARIFIELD.
 OZ0215'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0215'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, AT THE NORTHWEST CORNER
 OZ0215'OF A TRIANGLE FORMED BY THE JUNCTION OF STATE HIGHAY 46, DIRECTLY
 OZ0215'ACROSS STATE HIGHWAY 22 FROM B.M. 1 (I.S.D.P.W.), 98 FEET NORTHWEST OF
 OZ0215'THE JUNCTION OF THE CENTER LINES, 64 FEET NORTH OF THE CENTER LINE OF
 OZ0215'STATE HIGHWAY 22, 44 FEET EAST OF A POWER LINE POLE, 0.4 FOOT NORTH OF
 OZ0215'THE FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 OZ0215'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OZ0215
 OZ0215                          STATION RECOVERY (1981)
 OZ0215
 OZ0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0561 ***********************************************************************
 OZ0561  DESIGNATION -  2
 OZ0561  PID         -  OZ0561
 OZ0561  STATE/COUNTY-  ID/ELMORE
 OZ0561  USGS QUAD   -  CRATER RINGS SW (1992)
 OZ0561
 OZ0561                         *CURRENT SURVEY CONTROL
 OZ0561  ___________________________________________________________________
 OZ0561* NAD 83(1986)-  43 02 04.     (N)    115 53 02.     (W)     SCALED    
 OZ0561* NAVD 88     -       916.528  (meters)    3006.98   (feet)  POSTED    
 OZ0561  ___________________________________________________________________
 OZ0561  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 OZ0561  DYNAMIC HT  -         916.150 (meters)    3005.74  (feet)  COMP
 OZ0561  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 OZ0561
 OZ0561  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 OZ0561
 OZ0561.The horizontal coordinates were scaled from a topographic map and have
 OZ0561.an estimated accuracy of +/- 6 seconds.
 OZ0561
 OZ0561.The orthometric height was determined by differential leveling
 OZ0561.and adjusted by the National Geodetic Survey in 1992..
 OZ0561.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 OZ0561.rate of 4.1 thru 8.0 mm/km.
 OZ0561
 OZ0561.The geoid height was determined by GEOID03.
 OZ0561
 OZ0561.The dynamic height is computed by dividing the NAVD 88
 OZ0561.geopotential number by the normal gravity value computed on the
 OZ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0561.degrees latitude (g = 980.6199 gals.).
 OZ0561
 OZ0561.The modeled gravity was interpolated from observed gravity values.
 OZ0561
 OZ0561;                    North         East    Units  Estimated Accuracy
 OZ0561;SPC ID W     -   151,930.      789,090.      MT  (+/- 180 meters Scaled)
 OZ0561
 OZ0561                          SUPERSEDED SURVEY CONTROL
 OZ0561
 OZ0561  NGVD 29 (??/??/92)  915.671  (m)         3004.16   (f) ADJ UNCH    1 2
 OZ0561
 OZ0561.Superseded values are not recommended for survey control.
 OZ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0561.See file dsdata.txt to determine how the superseded data were derived.
 OZ0561
 OZ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH909652(NAD 83)
 OZ0561_MARKER: DD = SURVEY DISK
 OZ0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0561_SP_SET: PAVEMENT
 OZ0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0561
 OZ0561  HISTORY     - Date     Condition        Report By
 OZ0561  HISTORY     - UNK      MONUMENTED       DOD
 OZ0561  HISTORY     - 1945     GOOD             NGS
 OZ0561  HISTORY     - 1981     GOOD             LOCSUR
 OZ0561
 OZ0561                          STATION DESCRIPTION
 OZ0561
 OZ0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OZ0561'IN MOUNTAIN HOME AFB.
 OZ0561'AT MOUNTAIN HOME AIR FORCE BASE, ELMORE COUNTY, AT THE CENTER OF THE
 OZ0561'INTERSECTION OF THE NORTH-AND-SOUTH RUNWAY AND THE EAST-AND-WEST
 OZ0561'RUNWAY, IN THE PAVEMENT AND FLUSH WITH THE PAVEMENT.  A CORPS OF
 OZ0561'ENGINEERS, U.S. ARMY, STANDARD DISK, UNSTAMPED.
 OZ0561
 OZ0561                          STATION RECOVERY (1981)
 OZ0561
 OZ0561'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 OZ0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0597 ***********************************************************************
 SV0597  DESIGNATION -  2
 SV0597  PID         -  SV0597
 SV0597  STATE/COUNTY-  ID/KOOTENAI
 SV0597  USGS QUAD   -  POST FALLS (1981)
 SV0597
 SV0597                         *CURRENT SURVEY CONTROL
 SV0597  ___________________________________________________________________
 SV0597* NAD 83(1986)-  47 42 33.     (N)    116 53 38.     (W)     SCALED    
 SV0597* NAVD 88     -       674.122  (meters)    2211.68   (feet)  ADJUSTED  
 SV0597  ___________________________________________________________________
 SV0597  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 SV0597  DYNAMIC HT  -         674.150 (meters)    2211.77  (feet)  COMP
 SV0597  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 SV0597
 SV0597  VERT ORDER  -  SECOND    CLASS 0
 SV0597
 SV0597.The horizontal coordinates were scaled from a topographic map and have
 SV0597.an estimated accuracy of +/- 6 seconds.
 SV0597
 SV0597.The orthometric height was determined by differential leveling
 SV0597.and adjusted by the National Geodetic Survey in June 1991..
 SV0597
 SV0597.The geoid height was determined by GEOID03.
 SV0597
 SV0597.The dynamic height is computed by dividing the NAVD 88
 SV0597.geopotential number by the normal gravity value computed on the
 SV0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0597.degrees latitude (g = 980.6199 gals.).
 SV0597
 SV0597.The modeled gravity was interpolated from observed gravity values.
 SV0597
 SV0597;                    North         East    Units  Estimated Accuracy
 SV0597;SPC ID W     -   672,070.      714,160.      MT  (+/- 180 meters Scaled)
 SV0597
 SV0597                          SUPERSEDED SURVEY CONTROL
 SV0597
 SV0597  NGVD 29 (??/??/92)  672.955  (m)         2207.85   (f) ADJ UNCH    2 0
 SV0597
 SV0597.Superseded values are not recommended for survey control.
 SV0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0597.See file dsdata.txt to determine how the superseded data were derived.
 SV0597
 SV0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN079839(NAD 83)
 SV0597_MARKER: DD = SURVEY DISK
 SV0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0597+STABILITY: SURFACE MOTION
 SV0597
 SV0597  HISTORY     - Date     Condition        Report By
 SV0597  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0597  HISTORY     - 1952     GOOD             NGS
 SV0597
 SV0597                          STATION DESCRIPTION
 SV0597
 SV0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0597'2.9 MI E FROM POST FALLS.
 SV0597'0.3 MILE NORTH ALONG SPOKANE AVENUE FROM THE POST OFFICE AT POST
 SV0597'FALLS, THENCE 2.6 MILES EAST ALONG U. S. HIGHWAY 10, ABOUT 450 FEET
 SV0597'EAST OF THE JUNCTION OF STATE HIGHWAY 41, 62.4 FEET EAST OF THE
 SV0597'SOUTHEAST CORNER OF A LARGE FRAME HOUSE, 61.6 FEET NORTH OF THE CENTER
 SV0597'LINE OF THE WEST BOUND TRAFFIC LANE, 8.2 FEET NORTHEAST OF B. M. NO. 1
 SV0597'(D.P.W.), 8.4 FEET NORTH OF A WITNESS POST, ABOUT 13 FEET HIGHER THAN
 SV0597'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 SV0597'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0787 ***********************************************************************
 RZ0787  DESIGNATION -  2
 RZ0787  PID         -  RZ0787
 RZ0787  STATE/COUNTY-  ID/LATAH
 RZ0787  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0787
 RZ0787                         *CURRENT SURVEY CONTROL
 RZ0787  ___________________________________________________________________
 RZ0787* NAD 83(1986)-  46 43 57.     (N)    117 02 25.     (W)     SCALED    
 RZ0787* NAVD 88     -       775.751  (meters)    2545.11   (feet)  ADJUSTED  
 RZ0787  ___________________________________________________________________
 RZ0787  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 RZ0787  DYNAMIC HT  -         775.688 (meters)    2544.90  (feet)  COMP
 RZ0787  MODELED GRAV-     980,507.8   (mgal)                       NAVD 88
 RZ0787
 RZ0787  VERT ORDER  -  SECOND    CLASS 0
 RZ0787
 RZ0787.The horizontal coordinates were scaled from a topographic map and have
 RZ0787.an estimated accuracy of +/- 6 seconds.
 RZ0787
 RZ0787.The orthometric height was determined by differential leveling
 RZ0787.and adjusted by the National Geodetic Survey in June 1991..
 RZ0787
 RZ0787.The geoid height was determined by GEOID03.
 RZ0787
 RZ0787.The dynamic height is computed by dividing the NAVD 88
 RZ0787.geopotential number by the normal gravity value computed on the
 RZ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0787.degrees latitude (g = 980.6199 gals.).
 RZ0787
 RZ0787.The modeled gravity was interpolated from observed gravity values.
 RZ0787
 RZ0787;                    North         East    Units  Estimated Accuracy
 RZ0787;SPC ID W     -   563,670.      701,390.      MT  (+/- 180 meters Scaled)
 RZ0787
 RZ0787                          SUPERSEDED SURVEY CONTROL
 RZ0787
 RZ0787  NGVD 29 (??/??/92)  774.649  (m)         2541.49   (f) ADJ UNCH    2 0
 RZ0787
 RZ0787.Superseded values are not recommended for survey control.
 RZ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0787.See file dsdata.txt to determine how the superseded data were derived.
 RZ0787
 RZ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM969754(NAD 83)
 RZ0787_MARKER: DD = SURVEY DISK
 RZ0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0787_STAMPING: NO 2 BOUNDARY STATE RIGHT OF WAY
 RZ0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0787+STABILITY: SURFACE MOTION
 RZ0787
 RZ0787  HISTORY     - Date     Condition        Report By
 RZ0787  HISTORY     - UNK      MONUMENTED       IDPWD
 RZ0787  HISTORY     - 1952     GOOD             NGS
 RZ0787  HISTORY     - 1964     MARK NOT FOUND   USGS
 RZ0787
 RZ0787                          STATION DESCRIPTION
 RZ0787
 RZ0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0787'1.9 MI W FROM MOSCOW.
 RZ0787'1.9 MILES WEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT MOSCOW,
 RZ0787'AT THE IDAHO-WASHINGTON BOUNDARY, 40 FEET NORTH OF THE CENTER LINE OF
 RZ0787'THE HIGHWAY, 4 FEET EAST OF THE BOUNDARY LINE, 4 FEET EAST OF A FENCE
 RZ0787'CORNER POST, 0.5 FOOT SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS
 RZ0787'POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RZ0787'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 RZ0787
 RZ0787                          STATION RECOVERY (1964)
 RZ0787
 RZ0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RZ0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0451 ***********************************************************************
 OZ0451  DESIGNATION -  2
 OZ0451  PID         -  OZ0451
 OZ0451  STATE/COUNTY-  ID/ELMORE
 OZ0451  USGS QUAD   -  PINE (1973)
 OZ0451
 OZ0451                         *CURRENT SURVEY CONTROL
 OZ0451  ___________________________________________________________________
 OZ0451* NAD 83(1986)-  43 25 42.     (N)    115 17 18.     (W)     SCALED    
 OZ0451* NAVD 88     -      1288.118  (meters)    4226.10   (feet)  ADJUSTED  
 OZ0451  ___________________________________________________________________
 OZ0451  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OZ0451  DYNAMIC HT  -        1287.409 (meters)    4223.77  (feet)  COMP
 OZ0451  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 OZ0451
 OZ0451  VERT ORDER  -  SECOND    CLASS 0
 OZ0451
 OZ0451.The horizontal coordinates were scaled from a topographic map and have
 OZ0451.an estimated accuracy of +/- 6 seconds.
 OZ0451
 OZ0451.The orthometric height was determined by differential leveling
 OZ0451.and adjusted by the National Geodetic Survey in June 1991..
 OZ0451
 OZ0451.The geoid height was determined by GEOID03.
 OZ0451
 OZ0451.The dynamic height is computed by dividing the NAVD 88
 OZ0451.geopotential number by the normal gravity value computed on the
 OZ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0451.degrees latitude (g = 980.6199 gals.).
 OZ0451
 OZ0451.The modeled gravity was interpolated from observed gravity values.
 OZ0451
 OZ0451;                    North         East    Units  Estimated Accuracy
 OZ0451;SPC ID W     -   195,780.      837,380.      MT  (+/- 180 meters Scaled)
 OZ0451
 OZ0451                          SUPERSEDED SURVEY CONTROL
 OZ0451
 OZ0451  NGVD 29 (??/??/92) 1287.030  (m)         4222.53   (f) ADJ UNCH    2 0
 OZ0451
 OZ0451.Superseded values are not recommended for survey control.
 OZ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0451.See file dsdata.txt to determine how the superseded data were derived.
 OZ0451
 OZ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ385098(NAD 83)
 OZ0451_MARKER: DD = SURVEY DISK
 OZ0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0451+STABILITY: SURFACE MOTION
 OZ0451
 OZ0451  HISTORY     - Date     Condition        Report By
 OZ0451  HISTORY     - UNK      MONUMENTED       BOR
 OZ0451  HISTORY     - 1950     GOOD             NGS
 OZ0451
 OZ0451                          STATION DESCRIPTION
 OZ0451
 OZ0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0451'4.8 MI SE FROM PINE.
 OZ0451'4.8 MILES SOUTHEAST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0451'PINE, AT THE NORTH END OF THE NORTH ONE OF TWO SHORT CUTS, 64.4 FEET
 OZ0451'SOUTH OF THE CENTER OF THE WEST END OF AN 18-INCH CORRUGATED METAL
 OZ0451'PIPE CULVERT, 52 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD, 2.9
 OZ0451'FEET NORTH OF A WITNESS POST, 2.6 FEET WEST OF A RED AND WHITE PAINTED
 OZ0451'STEEL ROD SET IN CONCRETE, ABOUT 17 FEET LOWER THAN THE ROAD, AND SET
 OZ0451'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0453 ***********************************************************************
 SV0453  DESIGNATION -  2
 SV0453  PID         -  SV0453
 SV0453  STATE/COUNTY-  ID/KOOTENAI
 SV0453  USGS QUAD   -  WOLF LODGE (1996)
 SV0453
 SV0453                         *CURRENT SURVEY CONTROL
 SV0453  ___________________________________________________________________
 SV0453* NAD 83(1986)-  47 37 45.     (N)    116 37 16.     (W)     SCALED    
 SV0453* NAVD 88     -       652.695  (meters)    2141.38   (feet)  ADJUSTED  
 SV0453  ___________________________________________________________________
 SV0453  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 SV0453  DYNAMIC HT  -         652.702 (meters)    2141.41  (feet)  COMP
 SV0453  MODELED GRAV-     980,602.5   (mgal)                       NAVD 88
 SV0453
 SV0453  VERT ORDER  -  SECOND    CLASS 0
 SV0453
 SV0453.The horizontal coordinates were scaled from a topographic map and have
 SV0453.an estimated accuracy of +/- 6 seconds.
 SV0453
 SV0453.The orthometric height was determined by differential leveling
 SV0453.and adjusted by the National Geodetic Survey in June 1991..
 SV0453
 SV0453.The geoid height was determined by GEOID03.
 SV0453
 SV0453.The dynamic height is computed by dividing the NAVD 88
 SV0453.geopotential number by the normal gravity value computed on the
 SV0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0453.degrees latitude (g = 980.6199 gals.).
 SV0453
 SV0453.The modeled gravity was interpolated from observed gravity values.
 SV0453
 SV0453;                    North         East    Units  Estimated Accuracy
 SV0453;SPC ID W     -   662,910.      734,530.      MT  (+/- 180 meters Scaled)
 SV0453
 SV0453                          SUPERSEDED SURVEY CONTROL
 SV0453
 SV0453  NGVD 29 (??/??/92)  651.555  (m)         2137.64   (f) ADJ UNCH    2 0
 SV0453
 SV0453.Superseded values are not recommended for survey control.
 SV0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0453.See file dsdata.txt to determine how the superseded data were derived.
 SV0453
 SV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN284751(NAD 83)
 SV0453_MARKER: DD = SURVEY DISK
 SV0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0453_SP_SET: BRIDGE
 SV0453_STAMPING: BM NO 2 2139.375 RP 1934
 SV0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0453
 SV0453  HISTORY     - Date     Condition        Report By
 SV0453  HISTORY     - 1934     MONUMENTED       BPR
 SV0453  HISTORY     - 1958     GOOD             NGS
 SV0453
 SV0453                          STATION DESCRIPTION
 SV0453
 SV0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0453'10.1 MI E FROM COEUR DALENE.
 SV0453'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR D ALENE,
 SV0453'THENCE 10.0 MILES EAST ALONG U.S. HIGHWAY 10.  1.3 MILE EAST OF THE
 SV0453'JUNCTION OF U.S. HIGHWAY 95 ALT., AT A CONCRETE BRIDGE OVER WOLF LODGE
 SV0453'CREEK, 13.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, SET IN
 SV0453'TOP OF THE SOUTHWEST CORNER OF THE SOUTHEAST GUARD RAIL 0.6 FOOT
 SV0453'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0454 ***********************************************************************
 PY0454  DESIGNATION -  2
 PY0454  PID         -  PY0454
 PY0454  STATE/COUNTY-  ID/FREMONT
 PY0454  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0454
 PY0454                         *CURRENT SURVEY CONTROL
 PY0454  ___________________________________________________________________
 PY0454* NAD 83(1986)-  44 09 30.     (N)    111 17 37.     (W)     SCALED    
 PY0454* NAVD 88     -      1764.806  (meters)    5790.03   (feet)  POSTED    
 PY0454  ___________________________________________________________________
 PY0454  GEOID HEIGHT-         -10.00  (meters)                     GEOID03
 PY0454  DYNAMIC HT  -        1763.830 (meters)    5786.83  (feet)  COMP
 PY0454  MODELED GRAV-     980,001.7   (mgal)                       NAVD 88
 PY0454
 PY0454  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0454
 PY0454.The horizontal coordinates were scaled from a topographic map and have
 PY0454.an estimated accuracy of +/- 6 seconds.
 PY0454
 PY0454.The orthometric height was determined by differential leveling
 PY0454.and adjusted by the National Geodetic Survey in 1992..
 PY0454.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0454.rate of 1.1 thru 2.0 mm/km.
 PY0454
 PY0454.The geoid height was determined by GEOID03.
 PY0454
 PY0454.The dynamic height is computed by dividing the NAVD 88
 PY0454.geopotential number by the normal gravity value computed on the
 PY0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0454.degrees latitude (g = 980.6199 gals.).
 PY0454
 PY0454.The modeled gravity was interpolated from observed gravity values.
 PY0454
 PY0454;                    North         East    Units  Estimated Accuracy
 PY0454;SPC ID E     -   277,160.      269,830.      MT  (+/- 180 meters Scaled)
 PY0454
 PY0454                          SUPERSEDED SURVEY CONTROL
 PY0454
 PY0454  NGVD 29 (??/??/92) 1763.637  (m)         5786.20   (f) ADJ UNCH    2 0
 PY0454
 PY0454.Superseded values are not recommended for survey control.
 PY0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0454.See file dsdata.txt to determine how the superseded data were derived.
 PY0454
 PY0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP765895(NAD 83)
 PY0454_MARKER: DD = SURVEY DISK
 PY0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0454_SP_SET: CULVERT
 PY0454_STAMPING: 2 5783.70 1932
 PY0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0454
 PY0454  HISTORY     - Date     Condition        Report By
 PY0454  HISTORY     - 1932     MONUMENTED       BPR
 PY0454
 PY0454                          STATION DESCRIPTION
 PY0454
 PY0454'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 PY0454'13.2 MI NE FROM ASHTON.
 PY0454'13.2 MILES NORTHEAST ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT
 PY0454'COUNTY, 1.6 MILES SOUTH OF A ROAD LEADING WEST TO GRAND VIEW POINT,
 PY0454'0.4 MILE NORTHWEST OF A ROAD LEADING EAST TO THE BEAR GULCH GRAVEL
 PY0454'PIT, 14 FEET NORTHEAST OF THE HIGHWAY, AND IN THE CENTER OF THE TOP OF
 PY0454'A CONCRETE HEAD WALL OF A HIGHWAY CULVERT.  A UNITED STATES BUREAU OF
 PY0454'PUBLIC ROADS STANDARD DISK, STAMPED 2 5783.70 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0416 ***********************************************************************
 NT0416  DESIGNATION -  2
 NT0416  PID         -  NT0416
 NT0416  STATE/COUNTY-  ID/CARIBOU
 NT0416  USGS QUAD   -  SODA SPRINGS (1982)
 NT0416
 NT0416                         *CURRENT SURVEY CONTROL
 NT0416  ___________________________________________________________________
 NT0416* NAD 83(1986)-  42 40 38.     (N)    111 35 02.     (W)     SCALED    
 NT0416* NAVD 88     -      1813.377  (meters)    5949.39   (feet)  ADJUSTED  
 NT0416  ___________________________________________________________________
 NT0416  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 NT0416  DYNAMIC HT  -        1812.126 (meters)    5945.28  (feet)  COMP
 NT0416  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 NT0416
 NT0416  VERT ORDER  -  SECOND    CLASS 0
 NT0416
 NT0416.The horizontal coordinates were scaled from a topographic map and have
 NT0416.an estimated accuracy of +/- 6 seconds.
 NT0416
 NT0416.The orthometric height was determined by differential leveling
 NT0416.and adjusted by the National Geodetic Survey in June 1991..
 NT0416
 NT0416.The geoid height was determined by GEOID03.
 NT0416
 NT0416.The dynamic height is computed by dividing the NAVD 88
 NT0416.geopotential number by the normal gravity value computed on the
 NT0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0416.degrees latitude (g = 980.6199 gals.).
 NT0416
 NT0416.The modeled gravity was interpolated from observed gravity values.
 NT0416
 NT0416;                    North         East    Units  Estimated Accuracy
 NT0416;SPC ID E     -   112,410.      247,770.      MT  (+/- 180 meters Scaled)
 NT0416
 NT0416                          SUPERSEDED SURVEY CONTROL
 NT0416
 NT0416  NGVD 29 (??/??/92) 1812.17   (m)         5945.4    (f) COMPUTED    2 0
 NT0416
 NT0416.Superseded values are not recommended for survey control.
 NT0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0416.See file dsdata.txt to determine how the superseded data were derived.
 NT0416
 NT0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN521251(NAD 83)
 NT0416_MARKER: DD = SURVEY DISK
 NT0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0416_STAMPING: 2
 NT0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0416+STABILITY: SURFACE MOTION
 NT0416
 NT0416  HISTORY     - Date     Condition        Report By
 NT0416  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0416  HISTORY     - 1951     GOOD             NGS
 NT0416
 NT0416                          STATION DESCRIPTION
 NT0416
 NT0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0416'2.5 MI N FROM SODA SPRINGS.
 NT0416'2.5 MILES NORTH ALONG THE STATE HIGHWAY 34, AT A T JUNCTION OF A
 NT0416'GRAVEL ROAD LEADING WEST, 0.15 MILE SOUTH OF A RAILROAD CROSSING, 137
 NT0416'PACES NORTH OF THE T JUNCTION OF THE HIGHWAY AND GRAVEL ROAD, 52 FEET
 NT0416'EAST OF THE CENTER LINE OF THE STATE HIGHWAY, 1.9 FEET EAST OF A
 NT0416'CONCRETE POST WITH LETTERING (FAGH 235-A 1.  AND SET IN THE TOP OF A
 NT0416'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  AND ABOUT 1 FOOT
 NT0416'LOWER THAN THE HIGHWAY, AND SET UNDER A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0677 ***********************************************************************
 NU0677  DESIGNATION -  2
 NU0677  PID         -  NU0677
 NU0677  STATE/COUNTY-  ID/POWER
 NU0677  USGS QUAD   -  AMERICAN FALLS SW (1971)
 NU0677
 NU0677                         *CURRENT SURVEY CONTROL
 NU0677  ___________________________________________________________________
 NU0677* NAD 83(1986)-  42 50 58.     (N)    112 53 34.     (W)     SCALED    
 NU0677* NAVD 88     -      1351.171  (meters)    4432.97   (feet)  ADJUSTED  
 NU0677  ___________________________________________________________________
 NU0677  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 NU0677  DYNAMIC HT  -        1350.412 (meters)    4430.48  (feet)  COMP
 NU0677  MODELED GRAV-     980,011.9   (mgal)                       NAVD 88
 NU0677
 NU0677  VERT ORDER  -  SECOND    CLASS 0
 NU0677
 NU0677.The horizontal coordinates were scaled from a topographic map and have
 NU0677.an estimated accuracy of +/- 6 seconds.
 NU0677
 NU0677.The orthometric height was determined by differential leveling
 NU0677.and adjusted by the National Geodetic Survey in June 1991..
 NU0677
 NU0677.The geoid height was determined by GEOID03.
 NU0677
 NU0677.The dynamic height is computed by dividing the NAVD 88
 NU0677.geopotential number by the normal gravity value computed on the
 NU0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0677.degrees latitude (g = 980.6199 gals.).
 NU0677
 NU0677.The modeled gravity was interpolated from observed gravity values.
 NU0677
 NU0677;                    North         East    Units  Estimated Accuracy
 NU0677;SPC ID E     -   131,630.      140,650.      MT  (+/- 180 meters Scaled)
 NU0677
 NU0677                          SUPERSEDED SURVEY CONTROL
 NU0677
 NU0677  NGVD 29 (??/??/92) 1350.15   (m)         4429.6    (f) COMPUTED    2 0
 NU0677
 NU0677.Superseded values are not recommended for survey control.
 NU0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0677.See file dsdata.txt to determine how the superseded data were derived.
 NU0677
 NU0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN453458(NAD 83)
 NU0677_MARKER: DD = SURVEY DISK
 NU0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0677+STABILITY: SURFACE MOTION
 NU0677
 NU0677  HISTORY     - Date     Condition        Report By
 NU0677  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0677  HISTORY     - 1958     GOOD             NGS
 NU0677
 NU0677                          STATION DESCRIPTION
 NU0677
 NU0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0677'6.85 MI N FROM AMERICAN FALLS.
 NU0677'6.85 MILES NORTHWEST AND NORTH ALONG STATE HIGHWAY 39 FROM THE POST
 NU0677'OFFICE AT AMERICAN FALLS, ABOUT MIDWAY BETWEEN TWO CURVES, ON THE
 NU0677'NORTH SIDE OF A ROCKY CUT, 34 1/2 FEET SOUTHWEST OF THE CENTER OF THE
 NU0677'T JUNCTION OF A DRIVEWAY LEADING NORTH TO OF A HOUSE, 34 FEET
 NU0677'NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11 1/2 FEET WEST OF
 NU0677'THE CENTER LINE OF THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST
 NU0677'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0101 ***********************************************************************
 TO0101  DESIGNATION -  2
 TO0101  PID         -  TO0101
 TO0101  STATE/COUNTY-  ID/BOUNDARY
 TO0101  USGS QUAD   -  EASTPORT (1996)
 TO0101
 TO0101                         *CURRENT SURVEY CONTROL
 TO0101  ___________________________________________________________________
 TO0101* NAD 83(1986)-  48 59 57.     (N)    116 10 47.     (W)     SCALED    
 TO0101* NAVD 88     -       803.241  (meters)    2635.30   (feet)  ADJUSTED  
 TO0101  ___________________________________________________________________
 TO0101  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 TO0101  DYNAMIC HT  -         803.313 (meters)    2635.54  (feet)  COMP
 TO0101  MODELED GRAV-     980,673.8   (mgal)                       NAVD 88
 TO0101
 TO0101  VERT ORDER  -  FIRST     CLASS II
 TO0101
 TO0101.The horizontal coordinates were scaled from a topographic map and have
 TO0101.an estimated accuracy of +/- 6 seconds.
 TO0101
 TO0101.The orthometric height was determined by differential leveling
 TO0101.and adjusted by the National Geodetic Survey in June 1991..
 TO0101
 TO0101.The geoid height was determined by GEOID03.
 TO0101
 TO0101.The dynamic height is computed by dividing the NAVD 88
 TO0101.geopotential number by the normal gravity value computed on the
 TO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0101.degrees latitude (g = 980.6199 gals.).
 TO0101
 TO0101.The modeled gravity was interpolated from observed gravity values.
 TO0101
 TO0101;                    North         East    Units  Estimated Accuracy
 TO0101;SPC ID W     -   814,960.      768,560.      MT  (+/- 180 meters Scaled)
 TO0101
 TO0101                          SUPERSEDED SURVEY CONTROL
 TO0101
 TO0101  NGVD 29 (??/??/92)  802.019  (m)         2631.29   (f) ADJ UNCH    1 2
 TO0101
 TO0101.Superseded values are not recommended for survey control.
 TO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0101.See file dsdata.txt to determine how the superseded data were derived.
 TO0101
 TO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ599276(NAD 83)
 TO0101_MARKER: DD = SURVEY DISK
 TO0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0101_STAMPING: NO.2 1946
 TO0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0101+STABILITY: SURFACE MOTION
 TO0101
 TO0101  HISTORY     - Date     Condition        Report By
 TO0101  HISTORY     - 1946     MONUMENTED       USGS
 TO0101  HISTORY     - 1946     GOOD             NGS
 TO0101
 TO0101                          STATION DESCRIPTION
 TO0101
 TO0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TO0101'IN EASTPORT.
 TO0101'AT EASTPORT, ON THE SOUTH BANK OF THE MOYIE RIVER, ABOUT 125 FEET EAST
 TO0101'OF THE SOUTH END OF THE RIVER BRIDGE, 37.8 FEET SOUTHWEST OF THE
 TO0101'SOUTHWEST CORNER OF A CONCRETE GAGING STATION BUILDING, 25 FEET SOUTH
 TO0101'OF THE RIVER BANK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TO0101'ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1122 ***********************************************************************
 OY1122  DESIGNATION -  2
 OY1122  PID         -  OY1122
 OY1122  STATE/COUNTY-  ID/BUTTE
 OY1122  USGS QUAD   -  ARCO HILLS SE (1972)
 OY1122
 OY1122                         *CURRENT SURVEY CONTROL
 OY1122  ___________________________________________________________________
 OY1122* NAD 83(1986)-  43 30 50.     (N)    113 05 02.     (W)     SCALED    
 OY1122* NAVD 88     -      1542.922  (meters)    5062.07   (feet)  ADJUSTED  
 OY1122  ___________________________________________________________________
 OY1122  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 OY1122  DYNAMIC HT  -        1542.091 (meters)    5059.34  (feet)  COMP
 OY1122  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 OY1122
 OY1122  VERT ORDER  -  FIRST     CLASS II
 OY1122
 OY1122.The horizontal coordinates were scaled from a topographic map and have
 OY1122.an estimated accuracy of +/- 6 seconds.
 OY1122
 OY1122.The orthometric height was determined by differential leveling
 OY1122.and adjusted by the National Geodetic Survey in December 1992..
 OY1122
 OY1122.The geoid height was determined by GEOID03.
 OY1122
 OY1122.The dynamic height is computed by dividing the NAVD 88
 OY1122.geopotential number by the normal gravity value computed on the
 OY1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1122.degrees latitude (g = 980.6199 gals.).
 OY1122
 OY1122.The modeled gravity was interpolated from observed gravity values.
 OY1122
 OY1122;                    North         East    Units  Estimated Accuracy
 OY1122;SPC ID C     -   205,600.      574,070.      MT  (+/- 180 meters Scaled)
 OY1122
 OY1122                          SUPERSEDED SURVEY CONTROL
 OY1122
 OY1122  NGVD 29 (08/20/92) 1541.861  (m)         5058.59   (f) ADJUSTED    1 2
 OY1122
 OY1122.Superseded values are not recommended for survey control.
 OY1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1122.See file dsdata.txt to determine how the superseded data were derived.
 OY1122
 OY1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP315199(NAD 83)
 OY1122_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY1122_SETTING: 66 = SET IN ROCK OUTCROP
 OY1122_SP_SET: BEDROCK
 OY1122_STAMPING: 2
 OY1122_MARK LOGO: USGS  
 OY1122_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1122+STABILITY: POSITION/ELEVATION WELL
 OY1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1122+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY1122
 OY1122  HISTORY     - Date     Condition        Report By
 OY1122  HISTORY     - UNK      MONUMENTED       USGS
 OY1122  HISTORY     - 19920619 GOOD             NGS
 OY1122
 OY1122                          STATION DESCRIPTION
 OY1122
 OY1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1122'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY1122'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 18.5 KM (11.50 MI)
 OY1122'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, A GAUGING STATION
 OY1122'DISK NEAR THE NORTHWEST END OF A 8 BY 24-FOOT EXPOSED AREA OF BEDROCK
 OY1122'IN A RAILROAD CUT, 4.1 M (13.5 FT) NORTHWEST OF BENCH MARK 1, 4.2 M
 OY1122'(13.8 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.6 M (2.0 FT) ABOVE THE
 OY1122'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0248 ***********************************************************************
 RA0248  DESIGNATION -  2 A
 RA0248  PID         -  RA0248
 RA0248  STATE/COUNTY-  ID/IDAHO
 RA0248  USGS QUAD   -  RIGGINS (1964)
 RA0248
 RA0248                         *CURRENT SURVEY CONTROL
 RA0248  ___________________________________________________________________
 RA0248* NAD 83(1986)-  45 24 54.     (N)    116 15 23.     (W)     SCALED    
 RA0248* NAVD 88     -       547.960  (meters)    1797.77   (feet)  ADJUSTED  
 RA0248  ___________________________________________________________________
 RA0248  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 RA0248  DYNAMIC HT  -         547.835 (meters)    1797.36  (feet)  COMP
 RA0248  MODELED GRAV-     980,373.4   (mgal)                       NAVD 88
 RA0248
 RA0248  VERT ORDER  -  SECOND    CLASS 0
 RA0248
 RA0248.The horizontal coordinates were scaled from a topographic map and have
 RA0248.an estimated accuracy of +/- 6 seconds.
 RA0248
 RA0248.The orthometric height was determined by differential leveling
 RA0248.and adjusted by the National Geodetic Survey in June 1991..
 RA0248
 RA0248.The geoid height was determined by GEOID03.
 RA0248
 RA0248.The dynamic height is computed by dividing the NAVD 88
 RA0248.geopotential number by the normal gravity value computed on the
 RA0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0248.degrees latitude (g = 980.6199 gals.).
 RA0248
 RA0248.The modeled gravity was interpolated from observed gravity values.
 RA0248
 RA0248;                    North         East    Units  Estimated Accuracy
 RA0248;SPC ID W     -   416,550.      760,370.      MT  (+/- 180 meters Scaled)
 RA0248
 RA0248                          SUPERSEDED SURVEY CONTROL
 RA0248
 RA0248  NGVD 29 (??/??/92)  546.901  (m)         1794.29   (f) ADJ UNCH    2 0
 RA0248
 RA0248.Superseded values are not recommended for survey control.
 RA0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0248.See file dsdata.txt to determine how the superseded data were derived.
 RA0248
 RA0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL581293(NAD 83)
 RA0248_MARKER: DD = SURVEY DISK
 RA0248_SETTING: 66 = SET IN ROCK OUTCROP
 RA0248_SP_SET: ROCK OUTCROP
 RA0248_STAMPING: 2A 1938
 RA0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0248+STABILITY: POSITION/ELEVATION WELL
 RA0248
 RA0248  HISTORY     - Date     Condition        Report By
 RA0248  HISTORY     - 1938     MONUMENTED       USGS
 RA0248  HISTORY     - 1945     GOOD             NGS
 RA0248  HISTORY     - 19950619 GOOD             USPSQD
 RA0248
 RA0248                          STATION DESCRIPTION
 RA0248
 RA0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0248'4.1 MI E FROM RIGGINS.
 RA0248'ALONG SALMON RIVER ROAD AT SMALL RAVINE, 4.1 MILES EAST OF BRIDGE OVER
 RA0248'LITTLE SALMON RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), 37.8
 RA0248'FEET SOUTHEAST OF CENTER OF IRON PIPE CULVERT UNDER ROAD, 35.8 FEET
 RA0248'NORTHEAST OF CENTERLINE OF ROAD, 6.8 FEET NORTHEAST OF REFERENCE POST,
 RA0248'SET IN TOP OF SOUTHEAST END OF ROCK OUT CROP ABOUT 3 FEET BELOW THE
 RA0248'ROAD.
 RA0248
 RA0248                          STATION RECOVERY (1995)
 RA0248
 RA0248'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0583 ***********************************************************************
 PY0583  DESIGNATION -  2 EAM
 PY0583  PID         -  PY0583
 PY0583  STATE/COUNTY-  ID/FREMONT
 PY0583  USGS QUAD   -  ICEHOUSE CREEK (1965)
 PY0583
 PY0583                         *CURRENT SURVEY CONTROL
 PY0583  ___________________________________________________________________
 PY0583* NAD 83(1986)-  44 29 20.     (N)    111 34 11.     (W)     SCALED    
 PY0583* NAVD 88     -      2021.973  (meters)    6633.76   (feet)  POSTED    
 PY0583  ___________________________________________________________________
 PY0583  GEOID HEIGHT-          -9.21  (meters)                     GEOID03
 PY0583  DYNAMIC HT  -        2020.840 (meters)    6630.04  (feet)  COMP
 PY0583  MODELED GRAV-     979,984.4   (mgal)                       NAVD 88
 PY0583
 PY0583  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0583
 PY0583.The horizontal coordinates were scaled from a topographic map and have
 PY0583.an estimated accuracy of +/- 6 seconds.
 PY0583
 PY0583.The orthometric height was determined by differential leveling
 PY0583.and adjusted by the National Geodetic Survey in 1992..
 PY0583.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0583.rate of 0.0 thru 1.0 mm/km.
 PY0583
 PY0583.The geoid height was determined by GEOID03.
 PY0583
 PY0583.The dynamic height is computed by dividing the NAVD 88
 PY0583.geopotential number by the normal gravity value computed on the
 PY0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0583.degrees latitude (g = 980.6199 gals.).
 PY0583
 PY0583.The modeled gravity was interpolated from observed gravity values.
 PY0583
 PY0583;                    North         East    Units  Estimated Accuracy
 PY0583;SPC ID E     -   313,690.      247,480.      MT  (+/- 180 meters Scaled)
 PY0583
 PY0583                          SUPERSEDED SURVEY CONTROL
 PY0583
 PY0583  NGVD 29 (??/??/92) 2020.681  (m)         6629.52   (f) ADJ UNCH    1 2
 PY0583
 PY0583.Superseded values are not recommended for survey control.
 PY0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0583.See file dsdata.txt to determine how the superseded data were derived.
 PY0583
 PY0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ547263(NAD 83)
 PY0583_MARKER: DD = SURVEY DISK
 PY0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0583_STAMPING: 2 EAM 6630 1964
 PY0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0583+STABILITY: SURFACE MOTION
 PY0583
 PY0583  HISTORY     - Date     Condition        Report By
 PY0583  HISTORY     - 1964     MONUMENTED       USGS
 PY0583  HISTORY     - 1967     GOOD             NGS
 PY0583
 PY0583                          STATION DESCRIPTION
 PY0583
 PY0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0583'14.5 MI SW FROM MACKS INN.
 PY0583'3.45 MILES SOUTH ALONG U.S. HIGHWAY 20 AND 191 FROM THE POST OFFICE AT
 PY0583'MACKS INN, THENCE 3.8 MILES WEST ALONG A ROAD, THENCE 7.25 MILES WEST
 PY0583'ALONG KILGORE-YALE ROAD, AT THE CROSSING OF ICEHOUSE CREEK, 72 FEET
 PY0583'SOUTH OF THE CENTER LINE OF THE ROAD, 156 1/2 FEET WEST OF THE CENTER
 PY0583'OF THE SOUTH END OF A PIPE CULVERT, 3.1 FEET WEST OF A WITNESS POST,
 PY0583'ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 PY0583'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0471 ***********************************************************************
 NW0471  DESIGNATION -  2 EMH
 NW0471  PID         -  NW0471
 NW0471  STATE/COUNTY-  ID/OWYHEE
 NW0471  USGS QUAD   -  TRIANGLE RESERVOIR (1990)
 NW0471
 NW0471                         *CURRENT SURVEY CONTROL
 NW0471  ___________________________________________________________________
 NW0471* NAD 83(1986)-  42 48 02.     (N)    116 36 55.     (W)     SCALED    
 NW0471* NAVD 88     -      1597.603  (meters)    5241.47   (feet)  POSTED    
 NW0471  ___________________________________________________________________
 NW0471  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 NW0471  DYNAMIC HT  -        1596.610 (meters)    5238.21  (feet)  COMP
 NW0471  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 NW0471
 NW0471  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0471
 NW0471.The horizontal coordinates were scaled from a topographic map and have
 NW0471.an estimated accuracy of +/- 6 seconds.
 NW0471
 NW0471.The orthometric height was determined by differential leveling
 NW0471.and adjusted by the National Geodetic Survey in 1992..
 NW0471.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0471.rate of 0.0 thru 1.0 mm/km.
 NW0471
 NW0471.The geoid height was determined by GEOID03.
 NW0471
 NW0471.The dynamic height is computed by dividing the NAVD 88
 NW0471.geopotential number by the normal gravity value computed on the
 NW0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0471.degrees latitude (g = 980.6199 gals.).
 NW0471
 NW0471.The modeled gravity was interpolated from observed gravity values.
 NW0471
 NW0471;                    North         East    Units  Estimated Accuracy
 NW0471;SPC ID W     -   126,310.      729,220.      MT  (+/- 180 meters Scaled)
 NW0471
 NW0471                          SUPERSEDED SURVEY CONTROL
 NW0471
 NW0471.No superseded survey control is available for this station.
 NW0471
 NW0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH314387(NAD 83)
 NW0471_MARKER: DD = SURVEY DISK
 NW0471_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0471_SP_SET: COPPER-CLAD STEEL ROD
 NW0471_STAMPING: 2 EMH 1972 5238
 NW0471_MARK LOGO: USGS  
 NW0471_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0471+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0471
 NW0471  HISTORY     - Date     Condition        Report By
 NW0471  HISTORY     - 1972     MONUMENTED       USGS
 NW0471
 NW0471                          STATION DESCRIPTION
 NW0471
 NW0471'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0471'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0471'ROAD, THENCE 1.1 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, ABOUT 0.4
 NW0471'MILES SOUTHEAST OF A DRAIN CROSSING, AT THE JUNCTION OF A ROAD EAST,
 NW0471'30 FEET NORTHEAST AND LEVEL WITH THE JUNCTION, A 5/8 COPPER-COATED
 NW0471'ROD AND ENCASED IN A 6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1459 ***********************************************************************
 OH1459  DESIGNATION -  2 F
 OH1459  PID         -  OH1459
 OH1459  STATE/COUNTY-  ID/OWYHEE
 OH1459  USGS QUAD   -  PIUTE BUTTE (1989)
 OH1459
 OH1459                         *CURRENT SURVEY CONTROL
 OH1459  ___________________________________________________________________
 OH1459* NAD 83(1992)-  43 19 03.37125(N)    116 54 00.46687(W)     ADJUSTED  
 OH1459* NAVD 88     -      1781.3    (meters)    5844.     (feet)  VERTCON   
 OH1459  ___________________________________________________________________
 OH1459  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 OH1459  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 OH1459
 OH1459  HORZ ORDER  -  THIRD
 OH1459
 OH1459.The horizontal coordinates were established by classical geodetic methods
 OH1459.and adjusted by the National Geodetic Survey in July 1992..
 OH1459
 OH1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1459
 OH1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1459
 OH1459.The geoid height was determined by GEOID03.
 OH1459
 OH1459;                    North         East     Units Scale Factor Converg.
 OH1459;SPC ID W     -   184,020.934   706,707.634   MT  1.00004036   -0 47 20.7
 OH1459;UTM  11      - 4,796,089.907   508,098.212   MT  0.99960081   +0 04 06.7
 OH1459
 OH1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1459!SPC ID W     -   0.99972339  x   1.00004036  =   0.99976374
 OH1459!UTM  11      -   0.99972339  x   0.99960081  =   0.99932431
 OH1459
 OH1459                          SUPERSEDED SURVEY CONTROL
 OH1459
 OH1459  NAD 83(1991)-  43 19 03.37054(N)    116 54 00.46432(W) AD(       ) 3
 OH1459  NGVD 29 (11/04/91) 1780.2    (m)         5841.     (f) VERT ANG       
 OH1459
 OH1459.Superseded values are not recommended for survey control.
 OH1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1459.See file dsdata.txt to determine how the superseded data were derived.
 OH1459
 OH1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH0809896090(NAD 83)
 OH1459_MARKER: DD = SURVEY DISK
 OH1459_SETTING: 66 = SET IN ROCK OUTCROP
 OH1459_SP_SET: SET IN A ROCK LEDGE
 OH1459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH1459+STABILITY: POSITION/ELEVATION WELL
 OH1459
 OH1459  HISTORY     - Date     Condition        Report By
 OH1459  HISTORY     - 1956     MONUMENTED       USGS
 OH1459
 OH1459                          STATION DESCRIPTION
 OH1459
 OH1459'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OH1459'LOCATED ABOUT 11.4 MI. S. AND 0.5 MI. W. OF MARSING, ON DIVIDE
 OH1459'BETWEEN LITTLE SQUAW CREEK AND SQUAW CREEK, 1 FT. LOWER AND 1.5 FT.
 OH1459'SE. OF HIGHEST POINT.
 OH1459'
 OH1459'TO REACH FROM MARSING, DRIVE W. ON STATE HIGHWAY 72 FOR 2 MI. TO U.S.
 OH1459'HIGHWAY 95, FOLLOW LU.S. LHIGHWAY 95 16.9 MI. TO FORKS, TAKE LFET FORK
 OH1459'AT FENCE CORNER 0.1 MI. TO FORKS, TAKE RIGHT FORK UNDER POWER LINE
 OH1459'1.7 MI. TO RD. FORKS, GO STRAIGHT AHEAD ON RIGHT FORK 0.2 MI. TO FORKS
 OH1459'ON RIDGE, TAKE RIGHT FORK 0.6 MI. TO FORKS, TAKE LEFT FORK 0.1 MI. TO
 OH1459'SADDLE, TURN LEFT ON RIDGE IN SADDLE 0.2 MI. TO RAVINE, TURN RIGHT
 OH1459'OUT OF RAVINE TO FORKS AND TAKE LEFT FORK UP CREEK 0.5 MI. TO END OF
 OH1459'RD., LEAVE TRUCK AND PACK E. LUPHILL TO STATION.
 OH1459'
 OH1459'STATION MARK--STANDARD TABLET STAMPTD---2 F 1956---, CEMENTED IN
 OH1459'LEDGE UNDER 3.1 FT. CAIRN.
 OH1459'
 OH1459'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---,
 OH1459'1 1956---, CEMENTED IN SOLID ROCK, 12.28 FT. FROM STATION MARK
 OH1459'63 DEGREES 23 MINUTES NW.
 OH1459'
 OH1459'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---,
 OH1459'2 1956---, CEMENTED IN SOLID ROCK, 12.01 FT. FROM STATION MARK
 OH1459'18 DEGREES 34 MINUTES NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0428 ***********************************************************************
 NW0428  DESIGNATION -  2 FMK
 NW0428  PID         -  NW0428
 NW0428  STATE/COUNTY-  ID/OWYHEE
 NW0428  USGS QUAD   -  STONEHOUSE CREEK (1990)
 NW0428
 NW0428                         *CURRENT SURVEY CONTROL
 NW0428  ___________________________________________________________________
 NW0428* NAD 83(1986)-  42 55 32.     (N)    116 58 21.     (W)     SCALED    
 NW0428* NAVD 88     -      1500.372  (meters)    4922.47   (feet)  POSTED    
 NW0428  ___________________________________________________________________
 NW0428  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 NW0428  DYNAMIC HT  -        1499.540 (meters)    4919.74  (feet)  COMP
 NW0428  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 NW0428
 NW0428  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0428
 NW0428.The horizontal coordinates were scaled from a topographic map and have
 NW0428.an estimated accuracy of +/- 6 seconds.
 NW0428
 NW0428.The orthometric height was determined by differential leveling
 NW0428.and adjusted by the National Geodetic Survey in 1992..
 NW0428.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0428.rate of 1.1 thru 2.0 mm/km.
 NW0428
 NW0428.The geoid height was determined by GEOID03.
 NW0428
 NW0428.The dynamic height is computed by dividing the NAVD 88
 NW0428.geopotential number by the normal gravity value computed on the
 NW0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0428.degrees latitude (g = 980.6199 gals.).
 NW0428
 NW0428.The modeled gravity was interpolated from observed gravity values.
 NW0428
 NW0428;                    North         East    Units  Estimated Accuracy
 NW0428;SPC ID W     -   140,550.      700,200.      MT  (+/- 180 meters Scaled)
 NW0428
 NW0428                          SUPERSEDED SURVEY CONTROL
 NW0428
 NW0428  NGVD 29 (??/??/92) 1499.29   (m)         4918.9    (f) COMPUTED    2 0
 NW0428
 NW0428.Superseded values are not recommended for survey control.
 NW0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0428.See file dsdata.txt to determine how the superseded data were derived.
 NW0428
 NW0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH022525(NAD 83)
 NW0428_MARKER: DD = SURVEY DISK
 NW0428_SETTING: 66 = SET IN ROCK OUTCROP
 NW0428_SP_SET: ROCK OUTCROP
 NW0428_STAMPING: 2 FMK 1964
 NW0428_MARK LOGO: USGS  
 NW0428_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0428+STABILITY: POSITION/ELEVATION WELL
 NW0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0428+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0428
 NW0428  HISTORY     - Date     Condition        Report By
 NW0428  HISTORY     - 1964     MONUMENTED       USGS
 NW0428
 NW0428                          STATION DESCRIPTION
 NW0428
 NW0428'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0428'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0428'SOUTHEAST ALONG COUNTY ROAD, THENCE 2.1 MILES SOUTHEAST ALONG FLINT
 NW0428'CREEK ROAD, 41 FEET NORTH AND 6 FEET ABOVE THE ROAD, AT A DRAIN
 NW0428'CROSSING, 4.3 FEET EAST OF A WITNESS POST, IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0950 ***********************************************************************
 NV0950  DESIGNATION -  2 LC
 NV0950  PID         -  NV0950
 NV0950  STATE/COUNTY-  ID/GOODING
 NV0950  USGS QUAD   -  BLISS (1992)
 NV0950
 NV0950                         *CURRENT SURVEY CONTROL
 NV0950  ___________________________________________________________________
 NV0950* NAD 83(1992)-  42 59 08.33055(N)    114 57 48.09213(W)     ADJUSTED  
 NV0950* NAVD 88     -      1097.51   (+/-2cm)    3600.7    (feet)  VERTCON   
 NV0950  ___________________________________________________________________
 NV0950  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 NV0950  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 NV0950
 NV0950  HORZ ORDER  -  THIRD
 NV0950  VERT ORDER  -  THIRD ? (See Below)
 NV0950
 NV0950.The horizontal coordinates were established by classical geodetic methods
 NV0950.and adjusted by the National Geodetic Survey in July 1992..
 NV0950
 NV0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0950.The vertical order pertains to the NGVD 29 superseded value.
 NV0950
 NV0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0950
 NV0950.The geoid height was determined by GEOID03.
 NV0950
 NV0950;                    North         East     Units Scale Factor Converg.
 NV0950;SPC ID C     -   146,954.540   421,432.368   MT  1.00002328   -0 39 24.7
 NV0950;UTM  11      - 4,761,233.520   666,044.407   MT  0.99993919   +1 23 20.1
 NV0950
 NV0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0950!SPC ID C     -   0.99983033  x   1.00002328  =   0.99985360
 NV0950!UTM  11      -   0.99983033  x   0.99993919  =   0.99976953
 NV0950
 NV0950:                Primary Azimuth Mark                     Grid Az
 NV0950:SPC ID C     -  BRAY                                     072 19 35.9
 NV0950:UTM  11      -  BRAY                                     070 16 51.1
 NV0950
 NV0950|---------------------------------------------------------------------|
 NV0950| PID    Reference Object                     Distance      Geod. Az  |
 NV0950|                                                           dddmmss.s |
 NV0950| OZ0853 BRAY                                APPROX.12.3 KM 0714011.2 |
 NV0950|---------------------------------------------------------------------|
 NV0950
 NV0950                          SUPERSEDED SURVEY CONTROL
 NV0950
 NV0950  NAD 83(1986)-  42 59 08.32910(N)    114 57 48.09053(W) AD(       ) 3
 NV0950  NGVD 29 (01/23/89) 1096.65   (m)         3597.9    (f) LEVELING    3  
 NV0950
 NV0950.Superseded values are not recommended for survey control.
 NV0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0950.See file dsdata.txt to determine how the superseded data were derived.
 NV0950
 NV0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6604461234(NAD 83)
 NV0950_MARKER: DB = BENCH MARK DISK
 NV0950_SETTING: 0 = UNSPECIFIED SETTING
 NV0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0950
 NV0950  HISTORY     - Date     Condition        Report By
 NV0950  HISTORY     - 1956     MONUMENTED       USGS
 NV0950
 NV0950                          STATION DESCRIPTION
 NV0950
 NV0950'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 NV0950'BLISS POST OFFICE, 4.2 MI. N. OF ALONG GRAVEL RD. TOWARD HILL CITY,
 NV0950'4.1 MI. S. OF CLOVER CREEK, 39 FT. W. AND 1 FT. HIGHER THAN CENTER OF
 NV0950'RD., 6 FT. E. OF FENCE, TOP OF HILL, IN CONCRETE POST, STANDARD TABLET
 NV0950'STAMPED---2 LC 1956 3598---.
 NV0950'
 NV0950'STATION MARK--STANDARD BENCH MARK TABLET STAMPED---2 LC 1956 3598---,
 NV0950'IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0526 ***********************************************************************
 NW0526  DESIGNATION -  2 MDC
 NW0526  PID         -  NW0526
 NW0526  STATE/COUNTY-  ID/OWYHEE
 NW0526  USGS QUAD   -  JUNIPER POINT (1980)
 NW0526
 NW0526                         *CURRENT SURVEY CONTROL
 NW0526  ___________________________________________________________________
 NW0526* NAD 83(1986)-  42 40 40.     (N)    117 01 23.     (W)     SCALED    
 NW0526* NAVD 88     -      1543.193  (meters)    5062.96   (feet)  POSTED    
 NW0526  ___________________________________________________________________
 NW0526  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 NW0526  DYNAMIC HT  -        1542.270 (meters)    5059.93  (feet)  COMP
 NW0526  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 NW0526
 NW0526  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0526
 NW0526.The horizontal coordinates were scaled from a topographic map and have
 NW0526.an estimated accuracy of +/- 6 seconds.
 NW0526
 NW0526.The orthometric height was determined by differential leveling
 NW0526.and adjusted by the National Geodetic Survey in 1992..
 NW0526.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0526.rate of 0.0 thru 1.0 mm/km.
 NW0526
 NW0526.The geoid height was determined by GEOID03.
 NW0526
 NW0526.The dynamic height is computed by dividing the NAVD 88
 NW0526.geopotential number by the normal gravity value computed on the
 NW0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0526.degrees latitude (g = 980.6199 gals.).
 NW0526
 NW0526.The modeled gravity was interpolated from observed gravity values.
 NW0526
 NW0526;                    North         East    Units  Estimated Accuracy
 NW0526;SPC ID W     -   113,090.      695,660.      MT  (+/- 180 meters Scaled)
 NW0526
 NW0526                          SUPERSEDED SURVEY CONTROL
 NW0526
 NW0526  NGVD 29 (??/??/92) 1542.08   (m)         5059.3    (f) COMPUTED    2 0
 NW0526
 NW0526.Superseded values are not recommended for survey control.
 NW0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0526.See file dsdata.txt to determine how the superseded data were derived.
 NW0526
 NW0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH981250(NAD 83)
 NW0526_MARKER: DD = SURVEY DISK
 NW0526_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0526_SP_SET: COPPER-CLAD STEEL ROD
 NW0526_STAMPING: 2 MDC 1973 5059
 NW0526_MARK LOGO: USGS  
 NW0526_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0526+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0526
 NW0526  HISTORY     - Date     Condition        Report By
 NW0526  HISTORY     - 1973     MONUMENTED       USGS
 NW0526
 NW0526                          STATION DESCRIPTION
 NW0526
 NW0526'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0526'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0526'SOUTH ALONG A GRAVELED ROAD, THENCE 1.7 MILES SOUTH ALONG A DIRT ROAD
 NW0526'TOWARD GRANDVIEW, IDAHO, 173 FEET SOUTH OF THE SOUTHWEST END OF A PIPE
 NW0526'CULVERT UNDER THE ROAD, 3 FEET EAST OF A GREEN STEEL POST, 1 FOOT
 NW0526'HIGHER THAN THE ROAD BED, SET ON A 5/8-INCH COPPER-COATED ROD ENCASED
 NW0526'IN A 6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0661 ***********************************************************************
 QA0661  DESIGNATION -  2 T15N R8E 29
 QA0661  PID         -  QA0661
 QA0661  STATE/COUNTY-  ID/VALLEY
 QA0661  USGS QUAD   -  PISTOL LAKE (1990)
 QA0661
 QA0661                         *CURRENT SURVEY CONTROL
 QA0661  ___________________________________________________________________
 QA0661* NAD 83(1992)-  44 41 17.99752(N)    115 25 59.29805(W)     ADJUSTED  
 QA0661* NAVD 88     -      2622.1    (meters)    8603.     (feet)  VERTCON   
 QA0661  ___________________________________________________________________
 QA0661  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 QA0661  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 QA0661
 QA0661  HORZ ORDER  -  THIRD
 QA0661
 QA0661.The horizontal coordinates were established by classical geodetic methods
 QA0661.and adjusted by the National Geodetic Survey in July 1992..
 QA0661
 QA0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0661
 QA0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0661
 QA0661.The geoid height was determined by GEOID03.
 QA0661
 QA0661;                    North         East     Units Scale Factor Converg.
 QA0661;SPC ID W     -   335,722.112   825,116.937   MT  0.99994109   +0 13 22.2
 QA0661;UTM  11      - 4,949,523.116   624,160.514   MT  0.99978957   +1 06 07.3
 QA0661
 QA0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0661!SPC ID W     -   0.99959122  x   0.99994109  =   0.99953234
 QA0661!UTM  11      -   0.99959122  x   0.99978957  =   0.99938088
 QA0661
 QA0661:                Primary Azimuth Mark                     Grid Az
 QA0661:SPC ID W     -  WALKERS PK                               118 01 12.1
 QA0661:UTM  11      -  WALKERS PK                               117 08 27.0
 QA0661
 QA0661|---------------------------------------------------------------------|
 QA0661| PID    Reference Object                     Distance      Geod. Az  |
 QA0661|                                                           dddmmss.s |
 QA0661| QA0791 WALKERS PK                          APPROX. 7.2 KM 1181434.3 |
 QA0661|---------------------------------------------------------------------|
 QA0661
 QA0661                          SUPERSEDED SURVEY CONTROL
 QA0661
 QA0661  NAD 83(1986)-  44 41 17.99988(N)    115 25 59.27529(W) AD(       ) 3
 QA0661  NGVD 29 (01/23/89) 2620.6    (m)         8598.     (f) VERT ANG       
 QA0661
 QA0661.Superseded values are not recommended for survey control.
 QA0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0661.See file dsdata.txt to determine how the superseded data were derived.
 QA0661
 QA0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK2416149523(NAD 83)
 QA0661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0661_SETTING: 0 = UNSPECIFIED SETTING
 QA0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0661
 QA0661  HISTORY     - Date     Condition        Report By
 QA0661  HISTORY     - 1922     MONUMENTED       USDA
 QA0661  HISTORY     - 1960     GOOD             USGS
 QA0661
 QA0661                          STATION DESCRIPTION
 QA0661
 QA0661'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QA0661'LOCATED ABOUT 5.7 MI. ENE. OF LANDMARK RANGER STATION, ABOUT 15.0 MI.
 QA0661'SSW. OF STIBNITE, AND ON THE DIVIDE BETWEEN THE MIDDLE FORK OF THE
 QA0661'SALMON RIVER DRAINAGE AND THE EAST FORK OF THE SOUTH FORK OF THE
 QA0661'SALMON RIVER DRAINAGE, ON A TOP KNOWN LOCALLY AS LITTLE BALDY, THIS
 QA0661'STATION IS CLOSE TO 1953 STATION PISTOL WHICH WAS NOT RECOVERED.
 QA0661'
 QA0661'TO REACH STATION FROM LANDMARK RANGER STATION, DRIVE E. ON THE LUCKY
 QA0661'LAD MINE ROAD FOR 7.3 MI. TO SUMMIT AND TRAIL (SUMMIT TRAIL) N. ALONG
 QA0661'RIDGE LINE, FOLLOW TRAIL N. FOR ABOUT 1.0 MI. AND END OF TRUCK TRAVEL,
 QA0661'CONTINUE N. ALONG TRAIL THROUGH A SADDLE AND UP ALONG THE W. SIDE OF
 QA0661'THE NEXT TOP TO A POINT WHERE THE TRAIL ALMOST COMES UP ON THE DIVIDE,
 QA0661'LEAVE THE TRAIL S. ALONG THE RIDGE LINE TO THE FIRST TOP AND A LARGE
 QA0661'ROCK OUTCROP, STATION IS ABOUT 40 FT. W. OF HERE.
 QA0661'
 QA0661'STATION MARK--A DEPARTMENT OF AGRICULTURE TABLET CEMENTED IN A DRILL
 QA0661'HOLE IN A ROCK OUTCROP ABOUT FLUSH WITH THE GROUND STAMPED---2 T 15 N
 QA0661'R 8 E 29 VA 8608 1922---.
 QA0661'
 QA0661'REFERENCE MARKS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0252 ***********************************************************************
 OZ0252  DESIGNATION -  20
 OZ0252  PID         -  OZ0252
 OZ0252  STATE/COUNTY-  ID/CAMAS
 OZ0252  USGS QUAD   -  FAIRFIELD (1986)
 OZ0252
 OZ0252                         *CURRENT SURVEY CONTROL
 OZ0252  ___________________________________________________________________
 OZ0252* NAD 83(1986)-  43 20 33.     (N)    114 49 48.     (W)     SCALED    
 OZ0252* NAVD 88     -      1541.572  (meters)    5057.64   (feet)  ADJUSTED  
 OZ0252  ___________________________________________________________________
 OZ0252  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 OZ0252  DYNAMIC HT  -        1540.682 (meters)    5054.72  (feet)  COMP
 OZ0252  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 OZ0252
 OZ0252  VERT ORDER  -  SECOND    CLASS 0
 OZ0252
 OZ0252.The horizontal coordinates were scaled from a topographic map and have
 OZ0252.an estimated accuracy of +/- 6 seconds.
 OZ0252
 OZ0252.The orthometric height was determined by differential leveling
 OZ0252.and adjusted by the National Geodetic Survey in June 1991..
 OZ0252
 OZ0252.The geoid height was determined by GEOID03.
 OZ0252
 OZ0252.The dynamic height is computed by dividing the NAVD 88
 OZ0252.geopotential number by the normal gravity value computed on the
 OZ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0252.degrees latitude (g = 980.6199 gals.).
 OZ0252
 OZ0252.The modeled gravity was interpolated from observed gravity values.
 OZ0252
 OZ0252;                    North         East    Units  Estimated Accuracy
 OZ0252;SPC ID C     -   186,480.      432,700.      MT  (+/- 180 meters Scaled)
 OZ0252
 OZ0252                          SUPERSEDED SURVEY CONTROL
 OZ0252
 OZ0252  NGVD 29 (??/??/92) 1540.491  (m)         5054.09   (f) ADJ UNCH    2 0
 OZ0252
 OZ0252.Superseded values are not recommended for survey control.
 OZ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0252.See file dsdata.txt to determine how the superseded data were derived.
 OZ0252
 OZ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ758011(NAD 83)
 OZ0252_MARKER: DD = SURVEY DISK
 OZ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0252+STABILITY: SURFACE MOTION
 OZ0252
 OZ0252  HISTORY     - Date     Condition        Report By
 OZ0252  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0252  HISTORY     - 1950     GOOD             NGS
 OZ0252
 OZ0252                          STATION DESCRIPTION
 OZ0252
 OZ0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0252'2.2 MI W FROM FAIRFIELD.
 OZ0252'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0252'THENCE 1.9 MILES WEST ALONG STATE HIGHWAY 68, DIRECTLY NORTH OF THE
 OZ0252'CENTER OF BRIDGE NO. 13-74-1-9, IN THE APPROXIMATE CENTER OF A WASH,
 OZ0252'40 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 29.6 FEET
 OZ0252'NORTHWEST OF THE NORTH END OF THE EAST ABUTMENT, 0.9 FOOT NORTH OF A
 OZ0252'FENCE, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 OZ0252'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0501 ***********************************************************************
 PZ0501  DESIGNATION -  20
 PZ0501  PID         -  PZ0501
 PZ0501  STATE/COUNTY-  ID/CUSTER
 PZ0501  USGS QUAD   -  DONKEY HILLS NW (1989)
 PZ0501
 PZ0501                         *CURRENT SURVEY CONTROL
 PZ0501  ___________________________________________________________________
 PZ0501* NAD 83(1986)-  44 24 16.     (N)    113 42 18.     (W)     SCALED    
 PZ0501* NAVD 88     -      1798.986  (meters)    5902.17   (feet)  ADJUSTED  
 PZ0501  ___________________________________________________________________
 PZ0501  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 PZ0501  DYNAMIC HT  -        1797.942 (meters)    5898.75  (feet)  COMP
 PZ0501  MODELED GRAV-     979,974.6   (mgal)                       NAVD 88
 PZ0501
 PZ0501  VERT ORDER  -  SECOND    CLASS 0
 PZ0501
 PZ0501.The horizontal coordinates were scaled from a topographic map and have
 PZ0501.an estimated accuracy of +/- 6 seconds.
 PZ0501
 PZ0501.The orthometric height was determined by differential leveling
 PZ0501.and adjusted by the National Geodetic Survey in June 1991..
 PZ0501
 PZ0501.The geoid height was determined by GEOID03.
 PZ0501
 PZ0501.The dynamic height is computed by dividing the NAVD 88
 PZ0501.geopotential number by the normal gravity value computed on the
 PZ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0501.degrees latitude (g = 980.6199 gals.).
 PZ0501
 PZ0501.The modeled gravity was interpolated from observed gravity values.
 PZ0501
 PZ0501;                    North         East    Units  Estimated Accuracy
 PZ0501;SPC ID C     -   304,180.      523,500.      MT  (+/- 180 meters Scaled)
 PZ0501
 PZ0501                          SUPERSEDED SURVEY CONTROL
 PZ0501
 PZ0501  NGVD 29 (??/??/92) 1797.657  (m)         5897.81   (f) ADJ UNCH    2 0
 PZ0501
 PZ0501.Superseded values are not recommended for survey control.
 PZ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0501.See file dsdata.txt to determine how the superseded data were derived.
 PZ0501
 PZ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ846203(NAD 83)
 PZ0501_MARKER: DD = SURVEY DISK
 PZ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0501_STAMPING: 20 5898 1932
 PZ0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0501+STABILITY: SURFACE MOTION
 PZ0501
 PZ0501  HISTORY     - Date     Condition        Report By
 PZ0501  HISTORY     - 1932     MONUMENTED       USGS
 PZ0501  HISTORY     - 1948     GOOD             NGS
 PZ0501
 PZ0501                          STATION DESCRIPTION
 PZ0501
 PZ0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0501'20.5 MI SE FROM MAY.
 PZ0501'20.5 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE RANGER STATION
 PZ0501'AT MAY, ABOUT 1.2 MILES EAST OF THE Y INTERSECTION OF THE PAHSIMEROI
 PZ0501'ROAD AND THE DOUBLE SPRINGS ROAD, ABOUT 0.2 MILE NORTHEAST OF A WOODEN
 PZ0501'BRIDGE OVER A DRY CREEK, ABOUT 0.1 MILE NORTHEAST OF THE Y
 PZ0501'INTERSECTION OF PAHSIMEROI ROAD AND A DIRT ROAD LEADING NORTH TO
 PZ0501'PATTERSON, 52.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.2 FEET
 PZ0501'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 PZ0501'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0126 ***********************************************************************
 SV0126  DESIGNATION -  20
 SV0126  PID         -  SV0126
 SV0126  STATE/COUNTY-  ID/KOOTENAI
 SV0126  USGS QUAD   -  ROSE LAKE (1996)
 SV0126
 SV0126                         *CURRENT SURVEY CONTROL
 SV0126  ___________________________________________________________________
 SV0126* NAD 83(1986)-  47 34 40.     (N)    116 26 07.     (W)     SCALED    
 SV0126* NAVD 88     -       665.978  (meters)    2184.96   (feet)  ADJUSTED  
 SV0126  ___________________________________________________________________
 SV0126  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 SV0126  DYNAMIC HT  -         665.991 (meters)    2185.01  (feet)  COMP
 SV0126  MODELED GRAV-     980,610.8   (mgal)                       NAVD 88
 SV0126
 SV0126  VERT ORDER  -  SECOND    CLASS 0
 SV0126
 SV0126.The horizontal coordinates were scaled from a topographic map and have
 SV0126.an estimated accuracy of +/- 6 seconds.
 SV0126
 SV0126.The orthometric height was determined by differential leveling
 SV0126.and adjusted by the National Geodetic Survey in June 1991..
 SV0126.WARNING-Repeat measurements at this control monument indicate possible
 SV0126.vertical movement.
 SV0126
 SV0126.The geoid height was determined by GEOID03.
 SV0126
 SV0126.The dynamic height is computed by dividing the NAVD 88
 SV0126.geopotential number by the normal gravity value computed on the
 SV0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0126.degrees latitude (g = 980.6199 gals.).
 SV0126
 SV0126.The modeled gravity was interpolated from observed gravity values.
 SV0126
 SV0126;                    North         East    Units  Estimated Accuracy
 SV0126;SPC ID W     -   657,050.      748,450.      MT  (+/- 180 meters Scaled)
 SV0126
 SV0126                          SUPERSEDED SURVEY CONTROL
 SV0126
 SV0126  NGVD 29 (??/??/92)  664.869  (m)         2181.32   (f) ADJ UNCH    2 0
 SV0126
 SV0126.Superseded values are not recommended for survey control.
 SV0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0126.See file dsdata.txt to determine how the superseded data were derived.
 SV0126
 SV0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN424695(NAD 83)
 SV0126_MARKER: DD = SURVEY DISK
 SV0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0126_SP_SET: CULVERT
 SV0126_STAMPING: BM 20 2183-06
 SV0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0126
 SV0126  HISTORY     - Date     Condition        Report By
 SV0126  HISTORY     - UNK      MONUMENTED       BPR
 SV0126  HISTORY     - 1958     GOOD             NGS
 SV0126
 SV0126                          STATION DESCRIPTION
 SV0126
 SV0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0126'6.25 MI NW FROM CATALDO.
 SV0126'6.25 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0126'RAILROAD STATION AT CATALDO, 0.4 MILE EAST OF THE JUNCTION OF STATE
 SV0126'HIGHWAY 3, ABOUT 700 FEET NORTHEAST OF A CONCRETE BRIDGE OVER A CREEK,
 SV0126'125 FEET SOUTHWEST OF A CONCRETE BRIDGE OVER A DITCH, 15.5 FEET
 SV0126'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16 FEET SOUTHEAST OF
 SV0126'CENTERLINE OF A OLD ROAD, SET IN THE CENTER OF THE TOP OF THE
 SV0126'SOUTHEAST CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY
 SV0126'AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0218 ***********************************************************************
 SV0218  DESIGNATION -  20 2188
 SV0218  PID         -  SV0218
 SV0218  STATE/COUNTY-  ID/SHOSHONE
 SV0218  USGS QUAD   -  CALDER (1995)
 SV0218
 SV0218                         *CURRENT SURVEY CONTROL
 SV0218  ___________________________________________________________________
 SV0218* NAD 83(1986)-  47 16 33.     (N)    116 11 20.     (W)     SCALED    
 SV0218* NAVD 88     -       667.387  (meters)    2189.59   (feet)  ADJUSTED  
 SV0218  ___________________________________________________________________
 SV0218  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 SV0218  DYNAMIC HT  -         667.354 (meters)    2189.48  (feet)  COMP
 SV0218  MODELED GRAV-     980,543.1   (mgal)                       NAVD 88
 SV0218
 SV0218  VERT ORDER  -  SECOND    CLASS 0
 SV0218
 SV0218.The horizontal coordinates were scaled from a topographic map and have
 SV0218.an estimated accuracy of +/- 6 seconds.
 SV0218
 SV0218.The orthometric height was determined by differential leveling
 SV0218.and adjusted by the National Geodetic Survey in June 1991..
 SV0218
 SV0218.The geoid height was determined by GEOID03.
 SV0218
 SV0218.The dynamic height is computed by dividing the NAVD 88
 SV0218.geopotential number by the normal gravity value computed on the
 SV0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0218.degrees latitude (g = 980.6199 gals.).
 SV0218
 SV0218.The modeled gravity was interpolated from observed gravity values.
 SV0218
 SV0218;                    North         East    Units  Estimated Accuracy
 SV0218;SPC ID W     -   623,350.      766,790.      MT  (+/- 180 meters Scaled)
 SV0218
 SV0218                          SUPERSEDED SURVEY CONTROL
 SV0218
 SV0218  NGVD 29 (??/??/92)  666.256  (m)         2185.87   (f) ADJ UNCH    2 0
 SV0218
 SV0218.Superseded values are not recommended for survey control.
 SV0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0218.See file dsdata.txt to determine how the superseded data were derived.
 SV0218
 SV0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN613361(NAD 83)
 SV0218_MARKER: P = PIPE CAP
 SV0218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0218_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0218_STAMPING: 2188 - 1911 - 20
 SV0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0218
 SV0218  HISTORY     - Date     Condition        Report By
 SV0218  HISTORY     - 1911     MONUMENTED       USGS
 SV0218  HISTORY     - 1935     GOOD             NGS
 SV0218
 SV0218                          STATION DESCRIPTION
 SV0218
 SV0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0218'IN CALDER.
 SV0218'330 FEET NORTHEAST OF NORTH END OF STEEL BRIDGE OVER ST. JOE RIVER.
 SV0218'315 FEET EAST OF CROSSING OF ST. MARIES TO AVERY ROAD.  240 FEET EAST
 SV0218'OF CALDER STATION SEMAPHORE.  55 FEET NORTHWEST OF NORTHWEST CORNER OF
 SV0218'MOST WESTERLY RAILROAD MOTOR CAR HOUSE.  32 FEET NORTH OF CENTERLINE
 SV0218'OF MAIN TRACKS.  20 FEET NORTH OF CENTERLINE OF SIDING TRACKS. 18 FEET
 SV0218'EAST OF TELEPHONE POLE.  12 FEET EAST OF FENCE CORNER. 12 FEET EAST OF
 SV0218'SOUTHEAST CORNER OF R.R. SIGNAL MAINTAINERS TWO-STORY HOUSE. 2 FEET
 SV0218'SOUTH OF NORTH R. OF W. FENCE.  IRON POST WITH BRONZE CAP. POST
 SV0218'SLIGHTLY LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0489 ***********************************************************************
 NW0489  DESIGNATION -  20 EMH
 NW0489  PID         -  NW0489
 NW0489  STATE/COUNTY-  ID/OWYHEE
 NW0489  USGS QUAD   -  CLOVER MTN (1972)
 NW0489
 NW0489                         *CURRENT SURVEY CONTROL
 NW0489  ___________________________________________________________________
 NW0489* NAD 83(1986)-  42 38 59.     (N)    116 26 36.     (W)     SCALED    
 NW0489* NAVD 88     -      1885.352  (meters)    6185.53   (feet)  POSTED    
 NW0489  ___________________________________________________________________
 NW0489  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 NW0489  DYNAMIC HT  -        1884.090 (meters)    6181.39  (feet)  COMP
 NW0489  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 NW0489
 NW0489  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0489
 NW0489.The horizontal coordinates were scaled from a topographic map and have
 NW0489.an estimated accuracy of +/- 6 seconds.
 NW0489
 NW0489.The orthometric height was determined by differential leveling
 NW0489.and adjusted by the National Geodetic Survey in 1992..
 NW0489.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0489.rate of 0.0 thru 1.0 mm/km.
 NW0489
 NW0489.The geoid height was determined by GEOID03.
 NW0489
 NW0489.The dynamic height is computed by dividing the NAVD 88
 NW0489.geopotential number by the normal gravity value computed on the
 NW0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0489.degrees latitude (g = 980.6199 gals.).
 NW0489
 NW0489.The modeled gravity was interpolated from observed gravity values.
 NW0489
 NW0489;                    North         East    Units  Estimated Accuracy
 NW0489;SPC ID W     -   109,420.      743,150.      MT  (+/- 180 meters Scaled)
 NW0489
 NW0489                          SUPERSEDED SURVEY CONTROL
 NW0489
 NW0489.No superseded survey control is available for this station.
 NW0489
 NW0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH456220(NAD 83)
 NW0489_MARKER: DD = SURVEY DISK
 NW0489_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0489_SP_SET: COPPER-CLAD STEEL ROD
 NW0489_STAMPING: 20 EMH 1972 6182
 NW0489_MARK LOGO: USGS  
 NW0489_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0489+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0489
 NW0489  HISTORY     - Date     Condition        Report By
 NW0489  HISTORY     - 1972     MONUMENTED       USGS
 NW0489
 NW0489                          STATION DESCRIPTION
 NW0489
 NW0489'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0489'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0489'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0489'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG
 NW0489'TRACK ROAD, 6.7 MILES NORTH OF BIG SPRINGS RANCH ALONG A DIRT ROAD,
 NW0489'ABOUT 0.1 MILE NORTH OF A PROMINENT DRAIN CROSSING, 43 FEET WEST AND
 NW0489'ABOUT 1.0 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, A 5/8-INCH
 NW0489'COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE AND FLUSH
 NW0489'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0446 ***********************************************************************
 NW0446  DESIGNATION -  20 FMK
 NW0446  PID         -  NW0446
 NW0446  STATE/COUNTY-  ID/OWYHEE
 NW0446  USGS QUAD   -  TRIANGLE FLAT (1990)
 NW0446
 NW0446                         *CURRENT SURVEY CONTROL
 NW0446  ___________________________________________________________________
 NW0446* NAD 83(1986)-  42 50 22.     (N)    116 42 54.     (W)     SCALED    
 NW0446* NAVD 88     -      1619.366  (meters)    5312.87   (feet)  POSTED    
 NW0446  ___________________________________________________________________
 NW0446  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 NW0446  DYNAMIC HT  -        1618.350 (meters)    5309.54  (feet)  COMP
 NW0446  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 NW0446
 NW0446  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0446
 NW0446.The horizontal coordinates were scaled from a topographic map and have
 NW0446.an estimated accuracy of +/- 6 seconds.
 NW0446
 NW0446.The orthometric height was determined by differential leveling
 NW0446.and adjusted by the National Geodetic Survey in 1992..
 NW0446.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0446.rate of 1.1 thru 2.0 mm/km.
 NW0446
 NW0446.The geoid height was determined by GEOID03.
 NW0446
 NW0446.The dynamic height is computed by dividing the NAVD 88
 NW0446.geopotential number by the normal gravity value computed on the
 NW0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0446.degrees latitude (g = 980.6199 gals.).
 NW0446
 NW0446.The modeled gravity was interpolated from observed gravity values.
 NW0446
 NW0446;                    North         East    Units  Estimated Accuracy
 NW0446;SPC ID W     -   130,710.      721,110.      MT  (+/- 180 meters Scaled)
 NW0446
 NW0446                          SUPERSEDED SURVEY CONTROL
 NW0446
 NW0446.No superseded survey control is available for this station.
 NW0446
 NW0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH232430(NAD 83)
 NW0446_MARKER: DD = SURVEY DISK
 NW0446_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0446_SP_SET: PREFAB CONC. POST IN EARTH
 NW0446_STAMPING: 20 FMK 1964
 NW0446_MARK LOGO: USGS  
 NW0446_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0446+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0446
 NW0446  HISTORY     - Date     Condition        Report By
 NW0446  HISTORY     - 1964     MONUMENTED       USGS
 NW0446
 NW0446                          STATION DESCRIPTION
 NW0446
 NW0446'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0446'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0446'SOUTHEAST ALONG COUNTY ROAD, THENCE 20.8 MILES SOUTHEAST ALONG FLINT
 NW0446'CREEK ROAD, AT SWITCHBACK IN A GRADE, 36 FEET SOUTH AND 4 FEET HIGHER
 NW0446'THAN THE ROAD, 30 FEET SOUTH OF A LARGE JUNIPER TREE, 12 FEET NORTH OF
 NW0446'A SMALL DRAIN, 6 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0030 ***********************************************************************
 QA0030  DESIGNATION -  20 JD
 QA0030  PID         -  QA0030
 QA0030  STATE/COUNTY-  ID/CUSTER
 QA0030  USGS QUAD   -  PATS CREEK (1989)
 QA0030
 QA0030                         *CURRENT SURVEY CONTROL
 QA0030  ___________________________________________________________________
 QA0030* NAD 83(1986)-  44 30 12.     (N)    114 16 28.     (W)     SCALED    
 QA0030* NAVD 88     -      1728.060  (meters)    5669.48   (feet)  ADJUSTED  
 QA0030  ___________________________________________________________________
 QA0030  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 QA0030  DYNAMIC HT  -        1727.127 (meters)    5666.42  (feet)  COMP
 QA0030  MODELED GRAV-     980,017.2   (mgal)                       NAVD 88
 QA0030
 QA0030  VERT ORDER  -  SECOND    CLASS 0
 QA0030
 QA0030.The horizontal coordinates were scaled from a topographic map and have
 QA0030.an estimated accuracy of +/- 6 seconds.
 QA0030
 QA0030.The orthometric height was determined by differential leveling
 QA0030.and adjusted by the National Geodetic Survey in June 1991..
 QA0030
 QA0030.The geoid height was determined by GEOID03.
 QA0030
 QA0030.The dynamic height is computed by dividing the NAVD 88
 QA0030.geopotential number by the normal gravity value computed on the
 QA0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0030.degrees latitude (g = 980.6199 gals.).
 QA0030
 QA0030.The modeled gravity was interpolated from observed gravity values.
 QA0030
 QA0030;                    North         East    Units  Estimated Accuracy
 QA0030;SPC ID C     -   315,160.      478,180.      MT  (+/- 180 meters Scaled)
 QA0030
 QA0030                          SUPERSEDED SURVEY CONTROL
 QA0030
 QA0030  NGVD 29 (??/??/92) 1726.809  (m)         5665.37   (f) ADJ UNCH    2 0
 QA0030
 QA0030.Superseded values are not recommended for survey control.
 QA0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0030.See file dsdata.txt to determine how the superseded data were derived.
 QA0030
 QA0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK166313(NAD 83)
 QA0030_MARKER: DD = SURVEY DISK
 QA0030_SETTING: 80 = SET IN A BOULDER
 QA0030_STAMPING: 20 JD 1959 5665
 QA0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0030+STABILITY: SURFACE MOTION
 QA0030
 QA0030  HISTORY     - Date     Condition        Report By
 QA0030  HISTORY     - 1959     MONUMENTED       USGS
 QA0030  HISTORY     - 1960     GOOD             NGS
 QA0030
 QA0030                          STATION DESCRIPTION
 QA0030
 QA0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0030'2.15 MI W FROM CHALLIS.
 QA0030'2.15 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0030'AT CHALLIS, 0.05 MILE NORTHWEST OF THE CROSSING OF A CREEK, AT THE
 QA0030'EAST END OF A BORROW PIT, ON THE SOUTHWEST EDGE OF A ROCKY KNOLL, ON
 QA0030'THE OUTSIDE OF A CURVE, IN TOP OF A 3-BY 3-FOOT BOULDER WHICH PROJECTS
 QA0030'ABOUT 3 FEET ABOVE THE GROUND, 56 FEET NORTHEAST OF THE CENTER LINE OF
 QA0030'THE ROAD, 23 FEET SOUTHWEST OF A RAIL FENCE, 1.6 FEET EAST OF A
 QA0030'WITNESS POST, AND ABOUT 15 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0546 ***********************************************************************
 NW0546  DESIGNATION -  20 MDC
 NW0546  PID         -  NW0546
 NW0546  STATE/COUNTY-  ID/OWYHEE
 NW0546  USGS QUAD   -  FAIRYLAWN (1973)
 NW0546
 NW0546                         *CURRENT SURVEY CONTROL
 NW0546  ___________________________________________________________________
 NW0546* NAD 83(1986)-  42 31 37.     (N)    116 54 17.     (W)     SCALED    
 NW0546* NAVD 88     -      1721.572  (meters)    5648.19   (feet)  POSTED    
 NW0546  ___________________________________________________________________
 NW0546  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 NW0546  DYNAMIC HT  -        1720.440 (meters)    5644.48  (feet)  COMP
 NW0546  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 NW0546
 NW0546  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0546
 NW0546.The horizontal coordinates were scaled from a topographic map and have
 NW0546.an estimated accuracy of +/- 6 seconds.
 NW0546
 NW0546.The orthometric height was determined by differential leveling
 NW0546.and adjusted by the National Geodetic Survey in 1992..
 NW0546.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0546.rate of 0.0 thru 1.0 mm/km.
 NW0546
 NW0546.The geoid height was determined by GEOID03.
 NW0546
 NW0546.The dynamic height is computed by dividing the NAVD 88
 NW0546.geopotential number by the normal gravity value computed on the
 NW0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0546.degrees latitude (g = 980.6199 gals.).
 NW0546
 NW0546.The modeled gravity was interpolated from observed gravity values.
 NW0546
 NW0546;                    North         East    Units  Estimated Accuracy
 NW0546;SPC ID W     -    96,200.      705,130.      MT  (+/- 180 meters Scaled)
 NW0546
 NW0546                          SUPERSEDED SURVEY CONTROL
 NW0546
 NW0546.No superseded survey control is available for this station.
 NW0546
 NW0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH078082(NAD 83)
 NW0546_MARKER: DD = SURVEY DISK
 NW0546_SETTING: 66 = SET IN ROCK OUTCROP
 NW0546_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0546_STAMPING: 20 MDC 1973 5644
 NW0546_MARK LOGO: USGS  
 NW0546_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0546+STABILITY: POSITION/ELEVATION WELL
 NW0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0546+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0546
 NW0546  HISTORY     - Date     Condition        Report By
 NW0546  HISTORY     - 1973     MONUMENTED       USGS
 NW0546
 NW0546                          STATION DESCRIPTION
 NW0546
 NW0546'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0546'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0546'SOUTH ALONG A GRAVELED ROAD, THENCE 19.8 MILES SOUTH AND EAST ALONG A
 NW0546'DIRT ROAD TOWARD GRANDVIEW, IDAHO, AT A DRAIN CROSSING THE ROAD, ON
 NW0546'THE NORTHWEST SIDE OF A DRAINAGE, 68 FEET NORTHEAST AND LEVEL WITH THE
 NW0546'CENTERLINE OF THE ROAD, 60 FEET NORTH OF THE NORTHEAST END OF A
 NW0546'CULVERT, CEMENTED IN THE TOP OF AN OUTCROPPING LAVA LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0304 ***********************************************************************
 RA0304  DESIGNATION -  20 N
 RA0304  PID         -  RA0304
 RA0304  STATE/COUNTY-  ID/ADAMS
 RA0304  USGS QUAD   -  HOMESTEAD (1990)
 RA0304
 RA0304                         *CURRENT SURVEY CONTROL
 RA0304  ___________________________________________________________________
 RA0304* NAD 83(1986)-  45 07 17.     (N)    116 45 04.     (W)     SCALED    
 RA0304* NAVD 88     -       502.511  (meters)    1648.65   (feet)  ADJUSTED  
 RA0304  ___________________________________________________________________
 RA0304  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 RA0304  DYNAMIC HT  -         502.365 (meters)    1648.18  (feet)  COMP
 RA0304  MODELED GRAV-     980,312.9   (mgal)                       NAVD 88
 RA0304
 RA0304  VERT ORDER  -  SECOND    CLASS 0
 RA0304
 RA0304.The horizontal coordinates were scaled from a topographic map and have
 RA0304.an estimated accuracy of +/- 6 seconds.
 RA0304
 RA0304.The orthometric height was determined by differential leveling
 RA0304.and adjusted by the National Geodetic Survey in June 1991..
 RA0304
 RA0304.The geoid height was determined by GEOID03.
 RA0304
 RA0304.The dynamic height is computed by dividing the NAVD 88
 RA0304.geopotential number by the normal gravity value computed on the
 RA0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0304.degrees latitude (g = 980.6199 gals.).
 RA0304
 RA0304.The modeled gravity was interpolated from observed gravity values.
 RA0304
 RA0304;                    North         East    Units  Estimated Accuracy
 RA0304;SPC ID W     -   384,280.      721,240.      MT  (+/- 180 meters Scaled)
 RA0304
 RA0304                          SUPERSEDED SURVEY CONTROL
 RA0304
 RA0304  NGVD 29 (??/??/92)  501.446  (m)         1645.16   (f) ADJ UNCH    2 0
 RA0304
 RA0304.Superseded values are not recommended for survey control.
 RA0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0304.See file dsdata.txt to determine how the superseded data were derived.
 RA0304
 RA0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK195964(NAD 83)
 RA0304_MARKER: Z = SEE DESCRIPTION
 RA0304_SETTING: 80 = SET IN A BOULDER
 RA0304_SP_SET: BOULDER
 RA0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0304+STABILITY: SURFACE MOTION
 RA0304
 RA0304  HISTORY     - Date     Condition        Report By
 RA0304  HISTORY     - UNK      MONUMENTED       DOD
 RA0304  HISTORY     - 1946     GOOD             NGS
 RA0304
 RA0304                          STATION DESCRIPTION
 RA0304
 RA0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0304'8.65 MI N FROM HOMESTEAD, OR.
 RA0304'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0304'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0304'LEDGE MINE ROAD, THENCE 6.45 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0304'ROAD, BENCH MARK IS 120.0 FEET EAST OF A CURVE IN THE ROAD, 79.0 FEET
 RA0304'WEST OF CENTER OF A 2-FOOT IRON PIPE CULVERT UNDER THE ROAD AT THE
 RA0304'CROSSING OF A SMALL STREAM, 27.5 FEET NORTH OF CENTER OF THE ROAD, 6.2
 RA0304'FEET NORTH OF THE EAST POST OF A WIRE GATE WHICH IS IN THE NORTH
 RA0304'RIGHT-OF-WAY FENCE, AN OUTLINED CHISELED PYRAMID CUT ON TOPP OF THE
 RA0304'HIGHEST POINT OF AND ALONG THE SOUTHEAST SIDE OF A 4X5 FOOT EMBEDDED
 RA0304'BOULDER, ABOUT 1 FOOT ABOVE THE ROAD AND 2 FEET ABOVE THE GROUND,
 RA0304'PAINTED USSBM NO. 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1654 ***********************************************************************
 SV1654  DESIGNATION -  20 WF
 SV1654  PID         -  SV1654
 SV1654  STATE/COUNTY-  ID/BENEWAH
 SV1654  USGS QUAD   -  PLUMMER (1981)
 SV1654
 SV1654                         *CURRENT SURVEY CONTROL
 SV1654  ___________________________________________________________________
 SV1654* NAD 83(1986)-  47 21 58.     (N)    116 53 14.     (W)     SCALED    
 SV1654* NAVD 88     -       844.473  (meters)    2770.58   (feet)  ADJUSTED  
 SV1654  ___________________________________________________________________
 SV1654  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 SV1654  DYNAMIC HT  -         844.462 (meters)    2770.54  (feet)  COMP
 SV1654  MODELED GRAV-     980,570.6   (mgal)                       NAVD 88
 SV1654
 SV1654  VERT ORDER  -  FIRST     CLASS II
 SV1654
 SV1654.The horizontal coordinates were scaled from a topographic map and have
 SV1654.an estimated accuracy of +/- 6 seconds.
 SV1654
 SV1654.The orthometric height was determined by differential leveling
 SV1654.and adjusted by the National Geodetic Survey in June 1991..
 SV1654
 SV1654.The geoid height was determined by GEOID03.
 SV1654
 SV1654.The dynamic height is computed by dividing the NAVD 88
 SV1654.geopotential number by the normal gravity value computed on the
 SV1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1654.degrees latitude (g = 980.6199 gals.).
 SV1654
 SV1654.The modeled gravity was interpolated from observed gravity values.
 SV1654
 SV1654;                    North         East    Units  Estimated Accuracy
 SV1654;SPC ID W     -   633,920.      714,110.      MT  (+/- 180 meters Scaled)
 SV1654
 SV1654                          SUPERSEDED SURVEY CONTROL
 SV1654
 SV1654.No superseded survey control is available for this station.
 SV1654
 SV1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN085458(NAD 83)
 SV1654_MARKER: DB = BENCH MARK DISK
 SV1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1654_SP_SET: CONCRETE POST
 SV1654_STAMPING: 2767 20 WF 1956
 SV1654_MARK LOGO: USGS  
 SV1654_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1654+STABILITY: SURFACE MOTION
 SV1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1654+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 SV1654
 SV1654  HISTORY     - Date     Condition        Report By
 SV1654  HISTORY     - 1956     MONUMENTED       USGS
 SV1654  HISTORY     - 19890710 GOOD             NGS
 SV1654
 SV1654                          STATION DESCRIPTION
 SV1654
 SV1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1654'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1654'HIGHWAY 95 AT THE BENEWAH-KOOTENAI COUNTY LINE.  REACHED FROM THE
 SV1654'JUNCTION OF STATE HIGHWAY 5 AND U.S. HIGHWAY 95 IN PLUMMER, GO NORTH
 SV1654'ON U.S. HIGHWAY 95 FOR 3.48 KM (2.15 MI) TO THE MARK ON THE RIGHT.
 SV1654'IT IS 18.3 M (60.0 FT) (SLOPE DISTANT) EAST FROM THE CENTERLINE OF
 SV1654'THE HIGHWAY, 9.1 M (29.9 FT) SOUTHEAST FROM A KOOTENAI COUNTY LINE
 SV1654'SIGN, 7.1 M (23.3 FT) EAST FROM A BURIED CABLE SIGN, 5.1 M (16.7 FT)
 SV1654'SOUTHWEST FROM A BURIED TELEPHONE CABLE SIGN AND POST AND 0.4 M (1.3
 SV1654'FT) WEST FROM A WITNESS POST.  MARK IS 2.0 M (6.6 FT) ABOVE THE
 SV1654'HIGHWAY AND IS PROJECTING 0.10 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0312 ***********************************************************************
 NT0312  DESIGNATION -  200
 NT0312  PID         -  NT0312
 NT0312  STATE/COUNTY-  ID/FRANKLIN
 NT0312  USGS QUAD   -  ONEIDA NARROWS RESERVOIR (1969)
 NT0312
 NT0312                         *CURRENT SURVEY CONTROL
 NT0312  ___________________________________________________________________
 NT0312* NAD 83(1986)-  42 18 18.     (N)    111 40 37.     (W)     SCALED    
 NT0312* NAVD 88     -      1732.612  (meters)    5684.41   (feet)  ADJUSTED  
 NT0312  ___________________________________________________________________
 NT0312  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 NT0312  DYNAMIC HT  -        1731.357 (meters)    5680.29  (feet)  COMP
 NT0312  MODELED GRAV-     979,836.1   (mgal)                       NAVD 88
 NT0312
 NT0312  VERT ORDER  -  SECOND    CLASS 0
 NT0312
 NT0312.The horizontal coordinates were scaled from a topographic map and have
 NT0312.an estimated accuracy of +/- 6 seconds.
 NT0312
 NT0312.The orthometric height was determined by differential leveling
 NT0312.and adjusted by the National Geodetic Survey in June 1991..
 NT0312
 NT0312.The geoid height was determined by GEOID03.
 NT0312
 NT0312.The dynamic height is computed by dividing the NAVD 88
 NT0312.geopotential number by the normal gravity value computed on the
 NT0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0312.degrees latitude (g = 980.6199 gals.).
 NT0312
 NT0312.The modeled gravity was interpolated from observed gravity values.
 NT0312
 NT0312;                    North         East    Units  Estimated Accuracy
 NT0312;SPC ID E     -    71,010.      240,380.      MT  (+/- 180 meters Scaled)
 NT0312
 NT0312                          SUPERSEDED SURVEY CONTROL
 NT0312
 NT0312  NGVD 29 (??/??/92) 1731.468  (m)         5680.66   (f) ADJ UNCH    2 0
 NT0312
 NT0312.Superseded values are not recommended for survey control.
 NT0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0312.See file dsdata.txt to determine how the superseded data were derived.
 NT0312
 NT0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM442838(NAD 83)
 NT0312_MARKER: DB = BENCH MARK DISK
 NT0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0312_STAMPING: 200
 NT0312_MARK LOGO: IDPWD 
 NT0312_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0312+STABILITY: SURFACE MOTION
 NT0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NT0312+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 NT0312
 NT0312  HISTORY     - Date     Condition        Report By
 NT0312  HISTORY     - 1990     MONUMENTED       IDPWD
 NT0312  HISTORY     - 1971     GOOD             USGS
 NT0312  HISTORY     - 19710604 GOOD             USGS
 NT0312  HISTORY     - 20040713 GOOD             IDTD
 NT0312
 NT0312                          STATION DESCRIPTION
 NT0312
 NT0312'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0312'20.5 MI NW FROM OVID SCHOOL.
 NT0312'20.5 MILES NORTHWEST ALONG US HIGHWAY 36 FROM OVID SCHOOL, AT AN
 NT0312'ENTRANCE TO THE CACHE NATIONAL FOREST, AT A T FENCE CORNER, AT A FENCE
 NT0312'LINE, ABOUT 45 YARDS SOUTHWEST OF WILLIAMS CREEK TRAIL, 40 FEET
 NT0312'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHWEST OF THE
 NT0312'CENTER LINE OF THE ROAD, 1.5 FEET NORTHWEST OF THE T OF A FENCE
 NT0312'CORNER, AND ABOUT 6 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 NT0312'CONCRETE POST PROJECTING 0.6 FEET ABOVE THE GROUND.
 NT0312
 NT0312                          STATION RECOVERY (1971)
 NT0312
 NT0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GRH)
 NT0312'MARK IS LOCATED ABOUT 23 KM (14.30 MI) WEST OF OVID 8.5 KM (5.30 MI)
 NT0312'NORTH OF MINK CREEK AT THE WEST ENTRANCE TO THE CACHE NATIONAL FOREST
 NT0312'ALONG STATE HIGHWAY 36 ON RIGHT OF WAY AT REMAINS OF A T FENCE CORNER
 NT0312'IN TREES IN THE SOUTHWEST 1/4 OF SECTION 9 T 13 S R 41 E.  OWNERSHIP
 NT0312'STATE TRANSPORTATION DEPARTMENT. TO REACH FROM THE JUNCTION OF US
 NT0312'HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID GO WEST
 NT0312'ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE RIGHT IN
 NT0312'LIBERTY.  CONTINUE AHEAD FOR 27.00 KM (16.80 MI) TO THE WEST ENTRANCE
 NT0312'TO THE NATIONAL FOREST AND THE MARK ON THE RIGHT JUST WEST OF THE
 NT0312'CATTLE GUARD. MARK IS A STATE PUBLIC WORKS DISK SET IN THE TOP OF A 15
 NT0312'CM SQUARE CONCRETE POST PROJECTING 10 CM.  IT IS 11.9 M (39.0 FT)
 NT0312'NORTHWEST OF AND 2 M (6.6 FT) LOWER THAN THE HIGHWAY CENTER 1.2 M (3.9
 NT0312'FT) SOUTHEAST OF A FIBERGLASS WITNESS POST 13.7 M (44.9 FT) 2.7 FT)
 NT0312'WEST OF THE WEST CORNER OF CATTLE GUARD ACROSS THE HIGHWAY. DESCRIBED
 NT0312'BY G.R.HEID.
 NT0312
 NT0312                          STATION RECOVERY (2004)
 NT0312
 NT0312'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2004 (RRE)
 NT0312'MONUMENT IS APPROX. 0.5 FEET N.W. OF A FIBERGLASS ORANGE POST WITH
 NT0312'NOAA STICKER AND APPROX.  2.0 FEET N.W. OF A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0311 ***********************************************************************
 NT0311  DESIGNATION -  201
 NT0311  PID         -  NT0311
 NT0311  STATE/COUNTY-  ID/FRANKLIN
 NT0311  USGS QUAD   -  ONEIDA NARROWS RESERVOIR (1969)
 NT0311
 NT0311                         *CURRENT SURVEY CONTROL
 NT0311  ___________________________________________________________________
 NT0311* NAD 83(1986)-  42 18 16.     (N)    111 40 38.     (W)     SCALED    
 NT0311* NAVD 88     -      1735.382  (meters)    5693.50   (feet)  ADJUSTED  
 NT0311  ___________________________________________________________________
 NT0311  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 NT0311  DYNAMIC HT  -        1734.125 (meters)    5689.38  (feet)  COMP
 NT0311  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 NT0311
 NT0311  VERT ORDER  -  SECOND    CLASS 0
 NT0311
 NT0311.The horizontal coordinates were scaled from a topographic map and have
 NT0311.an estimated accuracy of +/- 6 seconds.
 NT0311
 NT0311.The orthometric height was determined by differential leveling
 NT0311.and adjusted by the National Geodetic Survey in June 1991..
 NT0311
 NT0311.The geoid height was determined by GEOID03.
 NT0311
 NT0311.The dynamic height is computed by dividing the NAVD 88
 NT0311.geopotential number by the normal gravity value computed on the
 NT0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0311.degrees latitude (g = 980.6199 gals.).
 NT0311
 NT0311.The modeled gravity was interpolated from observed gravity values.
 NT0311
 NT0311;                    North         East    Units  Estimated Accuracy
 NT0311;SPC ID E     -    70,950.      240,360.      MT  (+/- 180 meters Scaled)
 NT0311
 NT0311                          SUPERSEDED SURVEY CONTROL
 NT0311
 NT0311  NGVD 29 (??/??/92) 1734.238  (m)         5689.75   (f) ADJ UNCH    2 0
 NT0311
 NT0311.Superseded values are not recommended for survey control.
 NT0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0311.See file dsdata.txt to determine how the superseded data were derived.
 NT0311
 NT0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM441838(NAD 83)
 NT0311_MARKER: DB = BENCH MARK DISK
 NT0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0311_STAMPING: 201
 NT0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0311+STABILITY: SURFACE MOTION
 NT0311
 NT0311  HISTORY     - Date     Condition        Report By
 NT0311  HISTORY     - 1990     MONUMENTED       IDPWD
 NT0311  HISTORY     - 1971     GOOD             USGS
 NT0311  HISTORY     - 19710604 MARK NOT FOUND   USGS
 NT0311  HISTORY     - 20040713 MARK NOT FOUND   IDTD
 NT0311
 NT0311                          STATION DESCRIPTION
 NT0311
 NT0311'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0311'20.5 MI NW FROM OVID SCHOOL.
 NT0311'20.5 MILES NORTHWEST ALONG US HIGHWAY 36 FROM THE OVID SCHOOL, 80 FEET
 NT0311'SOUTHEAST OF AND ACROSS THE ROAD FROM BM 200 IDPW, 40 FEET SOUTHEAST
 NT0311'OF THE CENTER LINE OF THE ROAD, 5.7 FEET NORTHEAST OF A FENCE CORNER,
 NT0311'AND ABOUT 3.0 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 NT0311'CONCRETE POST PROJECTING 2.3 FEET ABOVE THE GROUND.
 NT0311
 NT0311                          STATION RECOVERY (1971)
 NT0311
 NT0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GRH)
 NT0311'MARK SEARCHED FOR BUT NOT FOUND.  THERE IS A WOODS ROAD AT THE SITE
 NT0311'NOT PREVIOUSLY MENTIONED.  MARK MAY BE DESTROYED. DESCRIBED BY
 NT0311'G.R.HEID.
 NT0311
 NT0311                          STATION RECOVERY (2004)
 NT0311
 NT0311'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2004 (RRE)
 NT0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0209 ***********************************************************************
 RA0209  DESIGNATION -  2019.7
 RA0209  PID         -  RA0209
 RA0209  STATE/COUNTY-  ID/IDAHO
 RA0209  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0209
 RA0209                         *CURRENT SURVEY CONTROL
 RA0209  ___________________________________________________________________
 RA0209* NAD 83(1986)-  45 25 13.     (N)    116 03 31.     (W)     SCALED    
 RA0209* NAVD 88     -       616.374  (meters)    2022.22   (feet)  ADJUSTED  
 RA0209  ___________________________________________________________________
 RA0209  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 RA0209  DYNAMIC HT  -         616.214 (meters)    2021.70  (feet)  COMP
 RA0209  MODELED GRAV-     980,339.0   (mgal)                       NAVD 88
 RA0209
 RA0209  VERT ORDER  -  SECOND    CLASS 0
 RA0209
 RA0209.The horizontal coordinates were scaled from a topographic map and have
 RA0209.an estimated accuracy of +/- 6 seconds.
 RA0209
 RA0209.The orthometric height was determined by differential leveling
 RA0209.and adjusted by the National Geodetic Survey in June 1991..
 RA0209
 RA0209.The geoid height was determined by GEOID03.
 RA0209
 RA0209.The dynamic height is computed by dividing the NAVD 88
 RA0209.geopotential number by the normal gravity value computed on the
 RA0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0209.degrees latitude (g = 980.6199 gals.).
 RA0209
 RA0209.The modeled gravity was interpolated from observed gravity values.
 RA0209
 RA0209;                    North         East    Units  Estimated Accuracy
 RA0209;SPC ID W     -   417,060.      775,850.      MT  (+/- 180 meters Scaled)
 RA0209
 RA0209                          SUPERSEDED SURVEY CONTROL
 RA0209
 RA0209  NGVD 29 (??/??/92)  615.282  (m)         2018.64   (f) ADJ UNCH    2 0
 RA0209
 RA0209.Superseded values are not recommended for survey control.
 RA0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0209.See file dsdata.txt to determine how the superseded data were derived.
 RA0209
 RA0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL736300(NAD 83)
 RA0209_MARKER: DD = SURVEY DISK
 RA0209_SETTING: 80 = SET IN A BOULDER
 RA0209_SP_SET: BOULDER
 RA0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0209+STABILITY: SURFACE MOTION
 RA0209
 RA0209  HISTORY     - Date     Condition        Report By
 RA0209  HISTORY     - UNK      MONUMENTED       USGS
 RA0209  HISTORY     - 1945     GOOD             NGS
 RA0209
 RA0209                          STATION DESCRIPTION
 RA0209
 RA0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0209'1.3 MI W FROM FRENCH CREEK.
 RA0209'ALONG SALMON RIVER ROAD, 1.3 MILE WEST OF POST OFFICE AT FRENCH CREEK,
 RA0209'60.0 FEET SOUTH OF CENTERLINE OF ROAD, 31.0 FEET SOUTHWEST OF CENTER
 RA0209'OF WIRE GAP IN FENCE, A CHISELED PYRAMID ON TOP OF NORTHEAST POINT OF
 RA0209'LARGE GRANITE BOULDER WHICH IS IN A SMALL RAVINE IN AN OPEN FIELD AND
 RA0209'ABOUT 17 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0307 ***********************************************************************
 NT0307  DESIGNATION -  202
 NT0307  PID         -  NT0307
 NT0307  STATE/COUNTY-  ID/FRANKLIN
 NT0307  USGS QUAD   -  ONEIDA NARROWS RESERVOIR (1969)
 NT0307
 NT0307                         *CURRENT SURVEY CONTROL
 NT0307  ___________________________________________________________________
 NT0307* NAD 83(1986)-  42 17 28.     (N)    111 41 15.     (W)     SCALED    
 NT0307* NAVD 88     -      1670.214  (meters)    5479.69   (feet)  ADJUSTED  
 NT0307  ___________________________________________________________________
 NT0307  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 NT0307  DYNAMIC HT  -        1669.018 (meters)    5475.77  (feet)  COMP
 NT0307  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 NT0307
 NT0307  VERT ORDER  -  SECOND    CLASS 0
 NT0307
 NT0307.The horizontal coordinates were scaled from a topographic map and have
 NT0307.an estimated accuracy of +/- 6 seconds.
 NT0307
 NT0307.The orthometric height was determined by differential leveling
 NT0307.and adjusted by the National Geodetic Survey in June 1991..
 NT0307
 NT0307.The geoid height was determined by GEOID03.
 NT0307
 NT0307.The dynamic height is computed by dividing the NAVD 88
 NT0307.geopotential number by the normal gravity value computed on the
 NT0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0307.degrees latitude (g = 980.6199 gals.).
 NT0307
 NT0307.The modeled gravity was interpolated from observed gravity values.
 NT0307
 NT0307;                    North         East    Units  Estimated Accuracy
 NT0307;SPC ID E     -    69,470.      239,520.      MT  (+/- 180 meters Scaled)
 NT0307
 NT0307                          SUPERSEDED SURVEY CONTROL
 NT0307
 NT0307  NGVD 29 (??/??/92) 1669.087  (m)         5476.00   (f) ADJ UNCH    2 0
 NT0307
 NT0307.Superseded values are not recommended for survey control.
 NT0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0307.See file dsdata.txt to determine how the superseded data were derived.
 NT0307
 NT0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM433823(NAD 83)
 NT0307_MARKER: DD = SURVEY DISK
 NT0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0307_STAMPING: 202
 NT0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0307+STABILITY: SURFACE MOTION
 NT0307
 NT0307  HISTORY     - Date     Condition        Report By
 NT0307  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0307  HISTORY     - 1951     GOOD             NGS
 NT0307  HISTORY     - 19510604 MARK NOT FOUND   NGS
 NT0307  HISTORY     - 20040713 MARK NOT FOUND   IDTD
 NT0307
 NT0307                          STATION DESCRIPTION
 NT0307
 NT0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0307'18.4 MI NE FROM PRESTON.
 NT0307'1 MILE NORTH ALONG U. S. HIGHWAY 91 FROM THE COURT HOUSE AT PRESTON,
 NT0307'THENCE 5.6 MILES NORTHEAST ALONG THE STATES HIGHWAY 34, THENCE 12.4
 NT0307'MILES NORTHEAST ALONG THE PRESTON-OVID ROAD.  ABOUT 0.1 MILE NORTH OF
 NT0307'THE WILFORT NELSON RANCH HOUSE, AT A FENCE LINE, 40 FEET WEST OF THE
 NT0307'CENTER LINE OF THE ROAD, 4.6 FEET NORTH OF A FENCE POST PAINTED WHITE
 NT0307'ON THE TOP, 1.2 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 2 FEET
 NT0307'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NT0307'0.4 FOOT ABOVE THE GROUND.
 NT0307
 NT0307                          STATION RECOVERY (1951)
 NT0307
 NT0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951 (GRH)
 NT0307'MARK SEARCHED FOR BUT NOT FOUND.  AREA APPEARS NOT TO HAVE BEEN
 NT0307'DISTURBED SINCE HIGHWAY WAS REBUILT.  NO APPARENT REASON FOR MARK NOT
 NT0307'TO BE IN PLACE. DESCRIBED BY G.R.HEID.
 NT0307
 NT0307                          STATION RECOVERY (2004)
 NT0307
 NT0307'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2004 (RRE)
 NT0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0372 ***********************************************************************
 RY0372  DESIGNATION -  2026 B
 RY0372  PID         -  RY0372
 RY0372  STATE/COUNTY-  ID/IDAHO
 RY0372  USGS QUAD   -  MINK PEAK (1995)
 RY0372
 RY0372                         *CURRENT SURVEY CONTROL
 RY0372  ___________________________________________________________________
 RY0372* NAD 83(1986)-  46 06 02.     (N)    115 01 20.     (W)     SCALED    
 RY0372* NAVD 88     -       616.515  (meters)    2022.68   (feet)  ADJUSTED  
 RY0372  ___________________________________________________________________
 RY0372  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 RY0372  DYNAMIC HT  -         616.254 (meters)    2021.83  (feet)  COMP
 RY0372  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 RY0372
 RY0372  VERT ORDER  -  SECOND    CLASS 0
 RY0372
 RY0372.The horizontal coordinates were scaled from a topographic map and have
 RY0372.an estimated accuracy of +/- 6 seconds.
 RY0372
 RY0372.The orthometric height was determined by differential leveling
 RY0372.and adjusted by the National Geodetic Survey in June 1991..
 RY0372
 RY0372.The geoid height was determined by GEOID03.
 RY0372
 RY0372.The dynamic height is computed by dividing the NAVD 88
 RY0372.geopotential number by the normal gravity value computed on the
 RY0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0372.degrees latitude (g = 980.6199 gals.).
 RY0372
 RY0372.The modeled gravity was interpolated from observed gravity values.
 RY0372
 RY0372;                    North         East    Units  Estimated Accuracy
 RY0372;SPC ID W     -   492,870.      856,270.      MT  (+/- 180 meters Scaled)
 RY0372
 RY0372                          SUPERSEDED SURVEY CONTROL
 RY0372
 RY0372  NGVD 29 (??/??/92)  615.211  (m)         2018.40   (f) ADJ UNCH    2 0
 RY0372
 RY0372.Superseded values are not recommended for survey control.
 RY0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0372.See file dsdata.txt to determine how the superseded data were derived.
 RY0372
 RY0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM528071(NAD 83)
 RY0372_MARKER: DD = SURVEY DISK
 RY0372_SETTING: 66 = SET IN ROCK OUTCROP
 RY0372_SP_SET: ROCK OUTCROP
 RY0372_STAMPING: 2026 B 1911 67
 RY0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0372+STABILITY: POSITION/ELEVATION WELL
 RY0372
 RY0372  HISTORY     - Date     Condition        Report By
 RY0372  HISTORY     - 1911     MONUMENTED       USGS
 RY0372  HISTORY     - 1965     GOOD             NGS
 RY0372
 RY0372                          STATION DESCRIPTION
 RY0372
 RY0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0372'35.3 MI E FROM LOWELL.
 RY0372'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0372'HIGHWAY 12 AT LOWELL, THENCE 15.7 MILES EAST ALONG THE SELWAY RIVER
 RY0372'TRAIL, NEAR THE CROSSING OF MEEKER CREEK, IN THE TOP OF A 4- BY 7-FOOT
 RY0372'ROCK OUTCROP, 3 FEET NORTH OF THE CENTER LINE OF THE TRAIL, ABOUT 300
 RY0372'FEET NORTH OF THE MOUTH OF MEEKER CREEK, 8 FEET WEST OF THE WEST EDGE
 RY0372'OF THE CREEK, 3.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE
 RY0372'OVER THE CREEK, AND ABOUT 2 FEET HIGHER THAN THE TRAIL. NOTE-- THIS
 RY0372'DISK WAS SLOPING - THE POINT LEVELED TO WAS THE HIGHEST POINT ON THE
 RY0372'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0308 ***********************************************************************
 NT0308  DESIGNATION -  203
 NT0308  PID         -  NT0308
 NT0308  STATE/COUNTY-  ID/FRANKLIN
 NT0308  USGS QUAD   -  ONEIDA NARROWS RESERVOIR (1969)
 NT0308
 NT0308                         *CURRENT SURVEY CONTROL
 NT0308  ___________________________________________________________________
 NT0308* NAD 83(1986)-  42 17 28.     (N)    111 41 13.     (W)     SCALED    
 NT0308* NAVD 88     -      1674.383  (meters)    5493.37   (feet)  ADJUSTED  
 NT0308  ___________________________________________________________________
 NT0308  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 NT0308  DYNAMIC HT  -        1673.183 (meters)    5489.43  (feet)  COMP
 NT0308  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 NT0308
 NT0308  VERT ORDER  -  SECOND    CLASS 0
 NT0308
 NT0308.The horizontal coordinates were scaled from a topographic map and have
 NT0308.an estimated accuracy of +/- 6 seconds.
 NT0308
 NT0308.The orthometric height was determined by differential leveling
 NT0308.and adjusted by the National Geodetic Survey in June 1991..
 NT0308
 NT0308.The geoid height was determined by GEOID03.
 NT0308
 NT0308.The dynamic height is computed by dividing the NAVD 88
 NT0308.geopotential number by the normal gravity value computed on the
 NT0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0308.degrees latitude (g = 980.6199 gals.).
 NT0308
 NT0308.The modeled gravity was interpolated from observed gravity values.
 NT0308
 NT0308;                    North         East    Units  Estimated Accuracy
 NT0308;SPC ID E     -    69,470.      239,560.      MT  (+/- 180 meters Scaled)
 NT0308
 NT0308                          SUPERSEDED SURVEY CONTROL
 NT0308
 NT0308  NGVD 29 (??/??/92) 1673.256  (m)         5489.67   (f) ADJ UNCH    2 0
 NT0308
 NT0308.Superseded values are not recommended for survey control.
 NT0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0308.See file dsdata.txt to determine how the superseded data were derived.
 NT0308
 NT0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM433823(NAD 83)
 NT0308_MARKER: DD = SURVEY DISK
 NT0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0308_STAMPING: 203
 NT0308_MARK LOGO: IDPWD 
 NT0308_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0308+STABILITY: SURFACE MOTION
 NT0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NT0308+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 NT0308
 NT0308  HISTORY     - Date     Condition        Report By
 NT0308  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0308  HISTORY     - 1951     GOOD             NGS
 NT0308  HISTORY     - 19510604 GOOD             NGS
 NT0308  HISTORY     - 20040713 GOOD             IDTD
 NT0308
 NT0308                          STATION DESCRIPTION
 NT0308
 NT0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0308'18.4 MI NE FROM PRESTON.
 NT0308'1 MILE NORTH ALONG U. S. HIGHWAY 91 FROM THE COURT HOUSE AT PRESTON,
 NT0308'THENCE 5.6 MILES NORTHEAST ALONG THE STATE HIGHWAY 34, THENCE 12.4
 NT0308'MILES NORTHEAST ALONG THE PRESTON-OVID ROAD, ABOUT 0.15 MILES NORTH OF
 NT0308'THE WILFORD NELSON RANCH HOUSE, AT A JOG IN THE FENCE LINE, 40 FEET
 NT0308'EAST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A FENCE CORNER,
 NT0308'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 NT0308'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NT0308
 NT0308                          STATION RECOVERY (1951)
 NT0308
 NT0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951 (GRH)
 NT0308'MARK IS LOCATED ABOUT 24 KM (14.90 MI) WEST OF OVID 7 KM (4.35 MI)
 NT0308'NORTH NORTHEAST OF MINK CREEK 1.3 KM (0.80 MI) SOUTHWEST OF THE WEST
 NT0308'ENTRANCE TO THE CACHE NATIONAL FOREST ALONG STATE HIGHWAY 36 ON RIGHT
 NT0308'OF WAY AT EDGE OF TREE THICKET IN EAST CENTRAL SECTION 17 T 13 S R 41
 NT0308'E.  OWNERSHIP  STATE TRANSPORTATION DEPARTMENT. TO REACH FROM THE
 NT0308'JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL
 NT0308'IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH
 NT0308'ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 27.00 KM (16.80 MI) TO
 NT0308'THE WEST ENTRANCE TO THE NATIONAL FOREST. CONTINUE AHEAD FOR 0.65 KM
 NT0308'(0.40 MI) TO DRIVEWAY ON THE LEFT TO A DESERTED LOG HOUSE.  CONTINUE
 NT0308'AHEAD FOR 0.12 KM (0.05 MI) TO THE MARK ON THE LEFT. MARK IS A STATE
 NT0308'PUBLIC WORKS DISK SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST
 NT0308'PROJECTING 15 CM.  IT IS 12.4 M (40.7 FT) SOUTHEAST OF AND O.3 M (6.6
 NT0308'FT) HIGHER THAN THE HIGHWAY CENTER AND 0.9 M (3.0 FT) SOUTHWEST OF A
 NT0308'FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID.
 NT0308
 NT0308                          STATION RECOVERY (2004)
 NT0308
 NT0308'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2004 (RRE)
 NT0308'MONUMENT IS APPROX. 3.0 FEET SOUTH OF FIBERGLASS ORANGE POST WITH A
 NT0308'NOAA STICKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0309 ***********************************************************************
 NT0309  DESIGNATION -  204
 NT0309  PID         -  NT0309
 NT0309  STATE/COUNTY-  ID/FRANKLIN
 NT0309  USGS QUAD   -  ONEIDA NARROWS RESERVOIR (1969)
 NT0309
 NT0309                         *CURRENT SURVEY CONTROL
 NT0309  ___________________________________________________________________
 NT0309* NAD 83(1986)-  42 17 28.     (N)    111 41 13.     (W)     SCALED    
 NT0309* NAVD 88     -      1674.574  (meters)    5494.00   (feet)  ADJUSTED  
 NT0309  ___________________________________________________________________
 NT0309  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 NT0309  DYNAMIC HT  -        1673.374 (meters)    5490.06  (feet)  COMP
 NT0309  MODELED GRAV-     979,846.2   (mgal)                       NAVD 88
 NT0309
 NT0309  VERT ORDER  -  SECOND    CLASS 0
 NT0309
 NT0309.The horizontal coordinates were scaled from a topographic map and have
 NT0309.an estimated accuracy of +/- 6 seconds.
 NT0309
 NT0309.The orthometric height was determined by differential leveling
 NT0309.and adjusted by the National Geodetic Survey in June 1991..
 NT0309
 NT0309.The geoid height was determined by GEOID03.
 NT0309
 NT0309.The dynamic height is computed by dividing the NAVD 88
 NT0309.geopotential number by the normal gravity value computed on the
 NT0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0309.degrees latitude (g = 980.6199 gals.).
 NT0309
 NT0309.The modeled gravity was interpolated from observed gravity values.
 NT0309
 NT0309;                    North         East    Units  Estimated Accuracy
 NT0309;SPC ID E     -    69,470.      239,560.      MT  (+/- 180 meters Scaled)
 NT0309
 NT0309                          SUPERSEDED SURVEY CONTROL
 NT0309
 NT0309  NGVD 29 (??/??/92) 1673.446  (m)         5490.30   (f) ADJ UNCH    2 0
 NT0309
 NT0309.Superseded values are not recommended for survey control.
 NT0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0309.See file dsdata.txt to determine how the superseded data were derived.
 NT0309
 NT0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM433823(NAD 83)
 NT0309_MARKER: DD = SURVEY DISK
 NT0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0309_STAMPING: 204
 NT0309_MARK LOGO: IDPWD 
 NT0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0309+STABILITY: SURFACE MOTION
 NT0309
 NT0309  HISTORY     - Date     Condition        Report By
 NT0309  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0309  HISTORY     - 1951     GOOD             NGS
 NT0309  HISTORY     - 19510604 GOOD             NGS
 NT0309
 NT0309                          STATION DESCRIPTION
 NT0309
 NT0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0309'18.4 MI NE FROM PRESTON.
 NT0309'1 MILE NORTH ALONG U. S. HIGHWAY 91 FROM THE COURT HOUSE AT PRESTON,
 NT0309'THENCE 5.6 MILES NORTHEAST ALONG THE STATE HIGHWAY 34, THENCE 12.4
 NT0309'MILES NORTHEAST ALONG THE PRESTON-OVID ROAD, ABOUT 0.15 MILE NORTH OF
 NT0309'THE WILFORD NELSON RANCH HOUSE, 50 FEET EAST OF THE CENTER LINE OF THE
 NT0309'ROAD, 10 FEET EAST OF B M 203 (IDPW), ABOUT 0.5 FOOT HIGHER THAN THE
 NT0309'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NT0309'THE GROUND.
 NT0309
 NT0309                          STATION RECOVERY (1951)
 NT0309
 NT0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951 (GRH)
 NT0309'MARK IS LOCATED ABOUT 24 KM (14.90 MI) WEST OF OVID 7 KM (4.35 MI)
 NT0309'NORTH NORTHEAST OF MINK CREEK 1.3 KM (0.80 MI) SOUTHWEST OF THE WEST
 NT0309'ENTRANCE TO THE CACHE NATIONAL FOREST ALONG STATE HIGHWAY 36 ON RIGHT
 NT0309'OF WAY IN THICK TREES IN EAST CENTRAL SECTION 17 T 13 S R 41 E.
 NT0309'OWNERSHIP  STATE TRANSPORTATION DEPARTMENT. TO REACH FROM THE JUNCTION
 NT0309'OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID
 NT0309'GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE
 NT0309'RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 27.00 KM (16.80 MI) TO THE WEST
 NT0309'ENTRANCE TO THE NATIONAL FOREST. CONTINUE AHEAD FOR 0.65 KM (0.40 MI)
 NT0309'TO DRIVEWAY ON THE LEFT TO A DESERTED LOG HOUSE.  CONTINUE AHEAD FOR
 NT0309'0.12 KM (0.05 MI) TO THE MARK ON THE LEFT. MARK IS A STATE PUBLIC
 NT0309'WORKS DISK SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING
 NT0309'15 CM.  IT IS 15.5 M (50.9 FT) SOUTHEAST OF AND O.5 M (6.6 FT) HIGHER
 NT0309'THAN THE HIGHWAY CENTER 3.1 M (10.2 FT) SOUTHEAST OF A FIBERGLASS
 NT0309'WITNESS POST (SAME WITNESS POST FOR MARK 203) AND 3.1 M (10.2 FT)
 NT0309'SOUTHEAST OF MARK 203. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0017 ***********************************************************************
 TO0017  DESIGNATION -  2047
 TO0017  PID         -  TO0017
 TO0017  STATE/COUNTY-  ID/BOUNDARY
 TO0017  USGS QUAD   -  BONNERS FERRY (1996)
 TO0017
 TO0017                         *CURRENT SURVEY CONTROL
 TO0017  ___________________________________________________________________
 TO0017* NAD 83(1986)-  48 39 54.     (N)    116 20 42.     (W)     SCALED    
 TO0017* NAVD 88     -       538.690  (meters)    1767.35   (feet)  ADJUSTED  
 TO0017  ___________________________________________________________________
 TO0017  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 TO0017  DYNAMIC HT  -         538.746 (meters)    1767.54  (feet)  COMP
 TO0017  MODELED GRAV-     980,698.8   (mgal)                       NAVD 88
 TO0017
 TO0017  VERT ORDER  -  FIRST     CLASS II
 TO0017
 TO0017.The horizontal coordinates were scaled from a topographic map and have
 TO0017.an estimated accuracy of +/- 6 seconds.
 TO0017
 TO0017.The orthometric height was determined by differential leveling
 TO0017.and adjusted by the National Geodetic Survey in June 1991..
 TO0017
 TO0017.The geoid height was determined by GEOID03.
 TO0017
 TO0017.The dynamic height is computed by dividing the NAVD 88
 TO0017.geopotential number by the normal gravity value computed on the
 TO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0017.degrees latitude (g = 980.6199 gals.).
 TO0017
 TO0017.The modeled gravity was interpolated from observed gravity values.
 TO0017
 TO0017;                    North         East    Units  Estimated Accuracy
 TO0017;SPC ID W     -   777,880.      756,180.      MT  (+/- 180 meters Scaled)
 TO0017
 TO0017                          SUPERSEDED SURVEY CONTROL
 TO0017
 TO0017  NGVD 29 (??/??/92)  537.510  (m)         1763.48   (f) ADJ UNCH    1 2
 TO0017
 TO0017.Superseded values are not recommended for survey control.
 TO0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0017.See file dsdata.txt to determine how the superseded data were derived.
 TO0017
 TO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP482904(NAD 83)
 TO0017_MARKER: P = PIPE CAP
 TO0017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0017_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0017_STAMPING: 2047
 TO0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0017
 TO0017  HISTORY     - Date     Condition        Report By
 TO0017  HISTORY     - UNK      MONUMENTED       USGS
 TO0017  HISTORY     - 1944     GOOD             NGS
 TO0017
 TO0017                          STATION DESCRIPTION
 TO0017
 TO0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0017'2.7 MI SW FROM BONNERS FERRY.
 TO0017'2.7 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TO0017'AT BONNERS FERRY, 73.4 FEET WEST OF WEST RAIL OF TRACK, 31.5 FEET WEST
 TO0017'OF MILEPOST NO. 1371, 21.6 FEET EAST OF FENCE, ABOUT 12 FEET BELOW
 TO0017'TRACK LEVEL.  A USGS BRONZE BENCH MARK CAP RIVETED ON TOP OF A 3
 TO0017'1/2-INCH IRON PIPE AND PROJECTING ABOUT 0.8 FOOT ABOVE THE GROUND AND
 TO0017'1.4 FEET SOUTH OF REFERENCE POST.  NOTE-- CAP HAS BEEN BATTERED TO
 TO0017'SUCH AN EXTENT THAT IT IS HARD TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0305 ***********************************************************************
 NT0305  DESIGNATION -  205
 NT0305  PID         -  NT0305
 NT0305  STATE/COUNTY-  ID/FRANKLIN
 NT0305  USGS QUAD   -  ONEIDA NARROWS RESERVOIR (1969)
 NT0305
 NT0305                         *CURRENT SURVEY CONTROL
 NT0305  ___________________________________________________________________
 NT0305* NAD 83(1986)-  42 17 08.     (N)    111 41 26.     (W)     SCALED    
 NT0305* NAVD 88     -      1656.875  (meters)    5435.93   (feet)  ADJUSTED  
 NT0305  ___________________________________________________________________
 NT0305  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 NT0305  DYNAMIC HT  -        1655.694 (meters)    5432.06  (feet)  COMP
 NT0305  MODELED GRAV-     979,850.6   (mgal)                       NAVD 88
 NT0305
 NT0305  VERT ORDER  -  SECOND    CLASS 0
 NT0305
 NT0305.The horizontal coordinates were scaled from a topographic map and have
 NT0305.an estimated accuracy of +/- 6 seconds.
 NT0305
 NT0305.The orthometric height was determined by differential leveling
 NT0305.and adjusted by the National Geodetic Survey in June 1991..
 NT0305
 NT0305.The geoid height was determined by GEOID03.
 NT0305
 NT0305.The dynamic height is computed by dividing the NAVD 88
 NT0305.geopotential number by the normal gravity value computed on the
 NT0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0305.degrees latitude (g = 980.6199 gals.).
 NT0305
 NT0305.The modeled gravity was interpolated from observed gravity values.
 NT0305
 NT0305;                    North         East    Units  Estimated Accuracy
 NT0305;SPC ID E     -    68,850.      239,270.      MT  (+/- 180 meters Scaled)
 NT0305
 NT0305                          SUPERSEDED SURVEY CONTROL
 NT0305
 NT0305  NGVD 29 (??/??/92) 1655.754  (m)         5432.25   (f) ADJ UNCH    2 0
 NT0305
 NT0305.Superseded values are not recommended for survey control.
 NT0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0305.See file dsdata.txt to determine how the superseded data were derived.
 NT0305
 NT0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM430817(NAD 83)
 NT0305_MARKER: DD = SURVEY DISK
 NT0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0305_STAMPING: 205
 NT0305_MARK LOGO: IDPWD 
 NT0305_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0305+STABILITY: SURFACE MOTION
 NT0305
 NT0305  HISTORY     - Date     Condition        Report By
 NT0305  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0305  HISTORY     - 1951     GOOD             NGS
 NT0305  HISTORY     - 19510604 GOOD             NGS
 NT0305
 NT0305                          STATION DESCRIPTION
 NT0305
 NT0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0305'18.0 MI NE FROM PRESTON.
 NT0305'1 MILE NORTH ALONG U. S. HIGHWAY 91 FROM THE COURT HOUSE AT PRESTON,
 NT0305'THENCE 5.6 MILES NORTHEAST ALONG THE STATE HIGHWAY 34, THENCE 11.9
 NT0305'MILES NORTHEAST ALONG THE PRESTON-OVID ROAD, ON THE SOUTHWEST SLOPE OF
 NT0305'A HILL, AT A JOG IN A FENCE LINE, 42 FEET SOUTHEAST OF THE CENTER LINE
 NT0305'OF THE ROAD, 39 FEET NORTHEAST OF A T JUNCTION IN A FENCE LINE, 0.5
 NT0305'FEET NORTHWEST OF A FENCE, 1.4 FEET SOUTHWEST OF A WITNESS POST, AND
 NT0305'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 NT0305'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NT0305
 NT0305                          STATION RECOVERY (1951)
 NT0305
 NT0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951 (GRH)
 NT0305'MARK IS LOCATED ABOUT 24 KM (14.90 MI) WEST OF OVID 6.5 KM (4.05 MI)
 NT0305'NORTH OF MINK CREEK 2.5 KM (1.55 MI) SOUTHWEST OF THE WEST ENTRANCE TO
 NT0305'THE CACHE NATIONAL FOREST ALONG STATE HIGHWAY 36 ON RIGHT OF WAY ON A
 NT0305'CUTBANK IN SOUTH CENTRAL SECTION 17 T 13 S R 41 E. OWNERSHIP  STATE
 NT0305'TRANSPORTATION DEPARTMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY 89
 NT0305'AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID GO WEST ON HIGHWAY
 NT0305'36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.
 NT0305'CONTINUE AHEAD FOR 27.00 KM (16.80 MI) TO THE WEST ENTRANCE TO THE
 NT0305'NATIONAL FOREST. CONTINUE AHEAD FOR 2.60 KM (1.60 MI) TO THE MARK ON
 NT0305'THE LEFT ABOUT 125 M (410.1 FT) EAST OF A DESERTED TWO STORY BUILDING
 NT0305'ON THE RIGHT. MARK IS A STATE PUBLIC WORKS DISK SET IN THE TOP OF A 15
 NT0305'CM SQUARE CONCRETE POST PROJECTING 12 CM.  IT IS 20 M (65.6 FT)
 NT0305'SOUTHWEST OF A WASH AT SOUTHWEST END OF A SLIDE AREA 12.5 M (41.0 FT)
 NT0305'SOUTHEAST OF AND 3 M (9.8 FT) ABOVE THE ROAD CENTER 0.8 M (2.6 FT)
 NT0305'NORTHWEST OF A FIBERGLASS WITNESS POST 0.5 M (1.6 FT) SOUTHWEST OF A
 NT0305'WOOD WITNESS POST AND 3.9 M (12.8 FT) WEST OF AN UNSTAMPED PUBLIC
 NT0305'WORKS DISK IN CONCRETE POST. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0695 ***********************************************************************
 TO0695  DESIGNATION -  2057 USGS
 TO0695  PID         -  TO0695
 TO0695  STATE/COUNTY-  ID/BONNER
 TO0695  USGS QUAD   -  NEWPORT (1986)
 TO0695
 TO0695                         *CURRENT SURVEY CONTROL
 TO0695  ___________________________________________________________________
 TO0695* NAD 83(1986)-  48 11 13.     (N)    117 01 57.     (W)     SCALED    
 TO0695* NAVD 88     -       628.153  (meters)    2060.87   (feet)  ADJUSTED  
 TO0695  ___________________________________________________________________
 TO0695  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 TO0695  DYNAMIC HT  -         628.211 (meters)    2061.06  (feet)  COMP
 TO0695  MODELED GRAV-     980,683.8   (mgal)                       NAVD 88
 TO0695
 TO0695  VERT ORDER  -  FIRST     CLASS II
 TO0695
 TO0695.The horizontal coordinates were scaled from a topographic map and have
 TO0695.an estimated accuracy of +/- 6 seconds.
 TO0695
 TO0695.The orthometric height was determined by differential leveling
 TO0695.and adjusted by the National Geodetic Survey in June 1991..
 TO0695
 TO0695.The geoid height was determined by GEOID03.
 TO0695
 TO0695.The dynamic height is computed by dividing the NAVD 88
 TO0695.geopotential number by the normal gravity value computed on the
 TO0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0695.degrees latitude (g = 980.6199 gals.).
 TO0695
 TO0695.The modeled gravity was interpolated from observed gravity values.
 TO0695
 TO0695;                    North         East    Units  Estimated Accuracy
 TO0695;SPC ID W     -   725,350.      704,650.      MT  (+/- 180 meters Scaled)
 TO0695
 TO0695                          SUPERSEDED SURVEY CONTROL
 TO0695
 TO0695.No superseded survey control is available for this station.
 TO0695
 TO0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP975370(NAD 83)
 TO0695_MARKER: DD = SURVEY DISK
 TO0695_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 TO0695_SP_SET: UNSPECIFIED DEEP
 TO0695_STAMPING: 2057 1 RBR 1966
 TO0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0695+STABILITY: SURFACE MOTION
 TO0695
 TO0695  HISTORY     - Date     Condition        Report By
 TO0695  HISTORY     - 1966     MONUMENTED       USGS
 TO0695  HISTORY     - 1980     GOOD             NGS
 TO0695
 TO0695                          STATION DESCRIPTION
 TO0695
 TO0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0695'8.7 KM WEST FROM PRIEST RIVER.
 TO0695'8.7 KILOMETERS (5.4 MILES) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNIOR
 TO0695'HIGHSCHOOL IN PRIEST RIVER, 1.0 KILOMETER (0.6 MILE) WEST OF HIGHWAY
 TO0695'MILEPOST 1, 1.0 KILOMETER (0.6 MILE) EAST OF THE JUNCTION OF STATE
 TO0695'HIGHWAY 20 IN NEWPORT, 0.2 KILOMETER (0.1 MILE) NORTHEAST OF THE
 TO0695'EAST END OF A HIGHWAY BRIDGE OVER THE PEND OREILLE RIVER, 94.5
 TO0695'METERS (310 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.2
 TO0695'METERS (63.0 FEET) NORTH OF THE CENTERLINE OF A DIRT DRIVE, 8.0
 TO0695'METERS (26.0 FEET) EAST OF THE CENTERLINE OF A PAVED ROAD LEADING
 TO0695'NORTH, 0.3 METER (1.0 FOOT) WEST OF A FENCE LINE.
 TO0695'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TO0695'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0306 ***********************************************************************
 NT0306  DESIGNATION -  206
 NT0306  PID         -  NT0306
 NT0306  STATE/COUNTY-  ID/FRANKLIN
 NT0306  USGS QUAD   -  ONEIDA NARROWS RESERVOIR (1969)
 NT0306
 NT0306                         *CURRENT SURVEY CONTROL
 NT0306  ___________________________________________________________________
 NT0306* NAD 83(1986)-  42 17 07.     (N)    111 41 29.     (W)     SCALED    
 NT0306* NAVD 88     -      1655.739  (meters)    5432.20   (feet)  ADJUSTED  
 NT0306  ___________________________________________________________________
 NT0306  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 NT0306  DYNAMIC HT  -        1654.559 (meters)    5428.33  (feet)  COMP
 NT0306  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 NT0306
 NT0306  VERT ORDER  -  SECOND    CLASS 0
 NT0306
 NT0306.The horizontal coordinates were scaled from a topographic map and have
 NT0306.an estimated accuracy of +/- 6 seconds.
 NT0306
 NT0306.The orthometric height was determined by differential leveling
 NT0306.and adjusted by the National Geodetic Survey in June 1991..
 NT0306
 NT0306.The geoid height was determined by GEOID03.
 NT0306
 NT0306.The dynamic height is computed by dividing the NAVD 88
 NT0306.geopotential number by the normal gravity value computed on the
 NT0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0306.degrees latitude (g = 980.6199 gals.).
 NT0306
 NT0306.The modeled gravity was interpolated from observed gravity values.
 NT0306
 NT0306;                    North         East    Units  Estimated Accuracy
 NT0306;SPC ID E     -    68,820.      239,200.      MT  (+/- 180 meters Scaled)
 NT0306
 NT0306                          SUPERSEDED SURVEY CONTROL
 NT0306
 NT0306  NGVD 29 (??/??/92) 1654.618  (m)         5428.53   (f) ADJ UNCH    2 0
 NT0306
 NT0306.Superseded values are not recommended for survey control.
 NT0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0306.See file dsdata.txt to determine how the superseded data were derived.
 NT0306
 NT0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM429816(NAD 83)
 NT0306_MARKER: DD = SURVEY DISK
 NT0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0306_STAMPING: 206
 NT0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0306+STABILITY: SURFACE MOTION
 NT0306
 NT0306  HISTORY     - Date     Condition        Report By
 NT0306  HISTORY     - 1951     MONUMENTED       IDPWD
 NT0306  HISTORY     - 1951     GOOD             NGS
 NT0306  HISTORY     - 19510604 MARK NOT FOUND   NGS
 NT0306
 NT0306                          STATION DESCRIPTION
 NT0306
 NT0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0306'18.1 MI NE FROM PRESTON.
 NT0306'1 MILE NORTH ALONG U. S. HIGHWAY 91 FROM THE COURT HOUSE AT PRESTON,
 NT0306'THENCE 5.6 MILES NORTHEAST ALONG THE STATE HIGHWAY 34, THENCE 12 MILES
 NT0306'NORTHEAST ALONG THE PRESTON-OVID ROAD, ON THE SOUTHWEST SLOPE OF A
 NT0306'HILL, AT A FENCE LINE, 40 FEET NORTHWEST OF THE CENTER LINE OF THE
 NT0306'ROAD, 1.3 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 6 FEET LOWER
 NT0306'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 NT0306'FOOT ABOVE THE GROUND.
 NT0306
 NT0306                          STATION RECOVERY (1951)
 NT0306
 NT0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951 (GRH)
 NT0306'MARK SEARCHED FOR BUT NOT FOUND.  AREA ON BOTH SIDES OF HIGHWAY SHOW
 NT0306'DISTINCT LATERAL EARTH MOVEMENT.  MARK MAY STILL BE IN PLACE BUT
 NT0306'COVERED OVER. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0254 ***********************************************************************
 QB0254  DESIGNATION -  2070 H
 QB0254  PID         -  QB0254
 QB0254  STATE/COUNTY-  ID/WASHINGTON
 QB0254  USGS QUAD   -  OLDS FERRY (1974)
 QB0254
 QB0254                         *CURRENT SURVEY CONTROL
 QB0254  ___________________________________________________________________
 QB0254* NAD 83(1986)-  44 17 57.     (N)    117 13 00.     (W)     SCALED    
 QB0254* NAVD 88     -       634.151  (meters)    2080.54   (feet)  ADJUSTED  
 QB0254  ___________________________________________________________________
 QB0254  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 QB0254  DYNAMIC HT  -         633.987 (meters)    2080.01  (feet)  COMP
 QB0254  MODELED GRAV-     980,338.8   (mgal)                       NAVD 88
 QB0254
 QB0254  VERT ORDER  -  FIRST     CLASS II
 QB0254
 QB0254.The horizontal coordinates were scaled from a topographic map and have
 QB0254.an estimated accuracy of +/- 6 seconds.
 QB0254
 QB0254.The orthometric height was determined by differential leveling
 QB0254.and adjusted by the National Geodetic Survey in June 1991..
 QB0254
 QB0254.The geoid height was determined by GEOID03.
 QB0254
 QB0254.The dynamic height is computed by dividing the NAVD 88
 QB0254.geopotential number by the normal gravity value computed on the
 QB0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0254.degrees latitude (g = 980.6199 gals.).
 QB0254
 QB0254.The modeled gravity was interpolated from observed gravity values.
 QB0254
 QB0254;                    North         East    Units  Estimated Accuracy
 QB0254;SPC ID W     -   293,480.      682,960.      MT  (+/- 180 meters Scaled)
 QB0254
 QB0254                          SUPERSEDED SURVEY CONTROL
 QB0254
 QB0254  NGVD 29 (??/??/92)  633.174  (m)         2077.34   (f) ADJ UNCH    1 2
 QB0254
 QB0254.Superseded values are not recommended for survey control.
 QB0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0254.See file dsdata.txt to determine how the superseded data were derived.
 QB0254
 QB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK827051(NAD 83)
 QB0254_MARKER: DD = SURVEY DISK
 QB0254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0254_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0254_STAMPING: 2070 H 1903
 QB0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0254
 QB0254  HISTORY     - Date     Condition        Report By
 QB0254  HISTORY     - 1903     MONUMENTED       USGS
 QB0254  HISTORY     - 1934     GOOD             NGS
 QB0254
 QB0254                          STATION DESCRIPTION
 QB0254
 QB0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QB0254'0.75 MI NW FROM OLDS FERRY.
 QB0254'ABOUT 3/4 MILE NORTHWEST ALONG THE OREGON SHORT LINE RR FROM OLDS
 QB0254'FERRY, WASHINGTON COUNTY, IDAHO, 35 FEET NORTHWEST FROM THE 7TH POLE
 QB0254'SOUTHEAST FROM MILE POLE 531, ON A HIGH PIECE OF GROUND BETWEEN TWO
 QB0254'FILLS, 18 FEET NORTHEAST FROM THE CENTERLINE OF THE TRACK, 41 FEET
 QB0254'SOUTHWEST FROM THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN THE
 QB0254'TRACK.  A STANDARD USGS DISK, STAMPED 2070 H 1903, RIVETED ON TOP OF A
 QB0254'3 INCH IRON PIPE, AND 9 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0207 ***********************************************************************
 TO0207  DESIGNATION -  2075
 TO0207  PID         -  TO0207
 TO0207  STATE/COUNTY-  ID/BONNER
 TO0207  USGS QUAD   -  PRIEST RIVER (1996)
 TO0207
 TO0207                         *CURRENT SURVEY CONTROL
 TO0207  ___________________________________________________________________
 TO0207* NAD 83(1986)-  48 10 47.     (N)    116 59 49.     (W)     SCALED    
 TO0207* NAVD 88     -       633.739  (meters)    2079.19   (feet)  ADJUSTED  
 TO0207  ___________________________________________________________________
 TO0207  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TO0207  DYNAMIC HT  -         633.796 (meters)    2079.38  (feet)  COMP
 TO0207  MODELED GRAV-     980,682.1   (mgal)                       NAVD 88
 TO0207
 TO0207  VERT ORDER  -  FIRST     CLASS II
 TO0207
 TO0207.The horizontal coordinates were scaled from a topographic map and have
 TO0207.an estimated accuracy of +/- 6 seconds.
 TO0207
 TO0207.The orthometric height was determined by differential leveling
 TO0207.and adjusted by the National Geodetic Survey in June 1991..
 TO0207
 TO0207.The geoid height was determined by GEOID03.
 TO0207
 TO0207.The dynamic height is computed by dividing the NAVD 88
 TO0207.geopotential number by the normal gravity value computed on the
 TO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0207.degrees latitude (g = 980.6199 gals.).
 TO0207
 TO0207.The modeled gravity was interpolated from observed gravity values.
 TO0207
 TO0207;                    North         East    Units  Estimated Accuracy
 TO0207;SPC ID W     -   724,500.      707,280.      MT  (+/- 180 meters Scaled)
 TO0207
 TO0207                          SUPERSEDED SURVEY CONTROL
 TO0207
 TO0207  NGVD 29 (??/??/92)  632.559  (m)         2075.32   (f) ADJ UNCH    1 2
 TO0207
 TO0207.Superseded values are not recommended for survey control.
 TO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0207.See file dsdata.txt to determine how the superseded data were derived.
 TO0207
 TO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP002362(NAD 83)
 TO0207_MARKER: DB = BENCH MARK DISK
 TO0207_SETTING: 66 = SET IN ROCK OUTCROP
 TO0207_SP_SET: BEDROCK
 TO0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0207+STABILITY: POSITION/ELEVATION WELL
 TO0207
 TO0207  HISTORY     - Date     Condition        Report By
 TO0207  HISTORY     - UNK      MONUMENTED       USGS
 TO0207  HISTORY     - 1942     GOOD             NGS
 TO0207  HISTORY     - 1980     GOOD             NGS
 TO0207
 TO0207                          STATION DESCRIPTION
 TO0207
 TO0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0207'4.2 MI W FROM PRIEST RIVER.
 TO0207'ALONG RAILROAD FROM THE RAILWAY STATION AT PRIEST RIVER, ALBANY FALLS,
 TO0207'1200 FEET NORTHWEST OF THE EAST END OF TRESTLE, 140 FEET EAST OF AN
 TO0207'OLD ABANDONED CONCRETE PIER, AT THE SOUTHEAST END OF A JAGGED ROCK
 TO0207'BLUFF, ABOUT 40 FEET ABOVE THE NORMAL WATER LINE.  A USGS DISK SET IN
 TO0207'BEDROCK.
 TO0207
 TO0207                          STATION RECOVERY (1980)
 TO0207
 TO0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0207'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-ADD-54.3 METERS
 TO0207'(178 FEET) SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD LEADING TO
 TO0207'A POWER HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0224 ***********************************************************************
 TO0224  DESIGNATION -  2078
 TO0224  PID         -  TO0224
 TO0224  STATE/COUNTY-  ID/BONNER
 TO0224  USGS QUAD   -  SANDPOINT (1996)
 TO0224
 TO0224                         *CURRENT SURVEY CONTROL
 TO0224  ___________________________________________________________________
 TO0224* NAD 83(1986)-  48 15 54.     (N)    116 32 11.     (W)     SCALED    
 TO0224* NAVD 88     -       633.394  (meters)    2078.06   (feet)  ADJUSTED  
 TO0224  ___________________________________________________________________
 TO0224  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TO0224  DYNAMIC HT  -         633.442 (meters)    2078.22  (feet)  COMP
 TO0224  MODELED GRAV-     980,666.6   (mgal)                       NAVD 88
 TO0224
 TO0224  VERT ORDER  -  FIRST     CLASS II
 TO0224
 TO0224.The horizontal coordinates were scaled from a topographic map and have
 TO0224.an estimated accuracy of +/- 6 seconds.
 TO0224
 TO0224.The orthometric height was determined by differential leveling
 TO0224.and adjusted by the National Geodetic Survey in June 1991..
 TO0224.WARNING-Repeat measurements at this control monument indicate possible
 TO0224.vertical movement.
 TO0224
 TO0224.The geoid height was determined by GEOID03.
 TO0224
 TO0224.The dynamic height is computed by dividing the NAVD 88
 TO0224.geopotential number by the normal gravity value computed on the
 TO0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0224.degrees latitude (g = 980.6199 gals.).
 TO0224
 TO0224.The modeled gravity was interpolated from observed gravity values.
 TO0224
 TO0224;                    North         East    Units  Estimated Accuracy
 TO0224;SPC ID W     -   733,530.      741,620.      MT  (+/- 180 meters Scaled)
 TO0224
 TO0224                          SUPERSEDED SURVEY CONTROL
 TO0224
 TO0224  NGVD 29 (??/??/92)  632.208  (m)         2074.17   (f) ADJ UNCH    1 2
 TO0224
 TO0224.Superseded values are not recommended for survey control.
 TO0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0224.See file dsdata.txt to determine how the superseded data were derived.
 TO0224
 TO0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP344458(NAD 83)
 TO0224_MARKER: DD = SURVEY DISK
 TO0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TO0224_SP_SET: BRIDGE
 TO0224_STAMPING: 2078
 TO0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0224
 TO0224  HISTORY     - Date     Condition        Report By
 TO0224  HISTORY     - UNK      MONUMENTED       USGS
 TO0224  HISTORY     - 1944     GOOD             NGS
 TO0224  HISTORY     - 1980     GOOD             NGS
 TO0224
 TO0224                          STATION DESCRIPTION
 TO0224
 TO0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0224'1.0 MI SE FROM SANDPOINT.
 TO0224'1.0 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 TO0224'STATION AT SANDPOINT, SET IN THE SOUTHWEST CORNER OF THE NORTHWEST
 TO0224'BRIDGE SEAT OF THE LARGE RAILROAD BRIDGE OVER PEND OREILLE LAKE, 5
 TO0224'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF TRACK, 8.4 FEET BELOW TRACK
 TO0224'LEVEL.  A USGS BENCH MARK DISK.
 TO0224
 TO0224                          STATION RECOVERY (1980)
 TO0224
 TO0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0224'BENCH MARK RECOVERED ON THIS DATE AND FOUND TO BE COVERED BY BRIDGE
 TO0224'PLANKING, MARK IS INACCESSABLE TO LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1025 ***********************************************************************
 TO1025  DESIGNATION -  2079
 TO1025  PID         -  TO1025
 TO1025  STATE/COUNTY-  ID/BONNER
 TO1025  USGS QUAD   -  ODEN BAY (1996)
 TO1025
 TO1025                         *CURRENT SURVEY CONTROL
 TO1025  ___________________________________________________________________
 TO1025* NAD 83(1992)-  48 16 44.89304(N)    116 24 23.20792(W)     ADJUSTED  
 TO1025* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 TO1025  ___________________________________________________________________
 TO1025  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 TO1025  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TO1025
 TO1025  HORZ ORDER  -  THIRD
 TO1025
 TO1025.The horizontal coordinates were established by classical geodetic methods
 TO1025.and adjusted by the National Geodetic Survey in July 1992..
 TO1025.No horizontal observational check was made to the station.
 TO1025
 TO1025.The orthometric height was scaled from a topographic map.
 TO1025
 TO1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1025
 TO1025.The geoid height was determined by GEOID03.
 TO1025
 TO1025;                    North         East     Units Scale Factor Converg.
 TO1025;SPC ID W     -   735,011.479   751,280.653   MT  0.99996249   -0 29 23.9
 TO1025;UTM  11      - 5,347,496.150   544,036.946   MT  0.99962383   +0 26 34.9
 TO1025
 TO1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1025!SPC ID W     -   0.99990361  x   0.99996249  =   0.99986610
 TO1025!UTM  11      -   0.99990361  x   0.99962383  =   0.99952747
 TO1025
 TO1025                          SUPERSEDED SURVEY CONTROL
 TO1025
 TO1025  NAD 83(1986)-  48 16 44.90344(N)    116 24 23.20186(W) AD(       ) 3
 TO1025  NAD 27      -  48 16 45.17100(N)    116 24 19.52111(W) AD(       ) 3
 TO1025
 TO1025.Superseded values are not recommended for survey control.
 TO1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1025.See file dsdata.txt to determine how the superseded data were derived.
 TO1025
 TO1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4403747496(NAD 83)
 TO1025
 TO1025  HISTORY     - Date     Condition        Report By
 TO1025  HISTORY     - 1947     MONUMENTED       CGS
 TO1025
 TO1025                          STATION DESCRIPTION
 TO1025
 TO1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 TO1025'SEE STATION SUNNY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0143 ***********************************************************************
 TO0143  DESIGNATION -  2080
 TO0143  PID         -  TO0143
 TO0143  STATE/COUNTY-  ID/BONNER
 TO0143  USGS QUAD   -  HOPE (1996)
 TO0143
 TO0143                         *CURRENT SURVEY CONTROL
 TO0143  ___________________________________________________________________
 TO0143* NAD 83(1986)-  48 14 52.     (N)    116 18 35.     (W)     SCALED    
 TO0143* NAVD 88     -       634.037  (meters)    2080.17   (feet)  ADJUSTED  
 TO0143  ___________________________________________________________________
 TO0143  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 TO0143  DYNAMIC HT  -         634.073 (meters)    2080.29  (feet)  COMP
 TO0143  MODELED GRAV-     980,649.1   (mgal)                       NAVD 88
 TO0143
 TO0143  VERT ORDER  -  FIRST     CLASS II
 TO0143
 TO0143.The horizontal coordinates were scaled from a topographic map and have
 TO0143.an estimated accuracy of +/- 6 seconds.
 TO0143
 TO0143.The orthometric height was determined by differential leveling
 TO0143.and adjusted by the National Geodetic Survey in June 1991..
 TO0143
 TO0143.The geoid height was determined by GEOID03.
 TO0143
 TO0143.The dynamic height is computed by dividing the NAVD 88
 TO0143.geopotential number by the normal gravity value computed on the
 TO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0143.degrees latitude (g = 980.6199 gals.).
 TO0143
 TO0143.The modeled gravity was interpolated from observed gravity values.
 TO0143
 TO0143;                    North         East    Units  Estimated Accuracy
 TO0143;SPC ID W     -   731,470.      758,430.      MT  (+/- 180 meters Scaled)
 TO0143
 TO0143                          SUPERSEDED SURVEY CONTROL
 TO0143
 TO0143  NGVD 29 (??/??/92)  632.853  (m)         2076.29   (f) ADJ UNCH    1 2
 TO0143
 TO0143.Superseded values are not recommended for survey control.
 TO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0143.See file dsdata.txt to determine how the superseded data were derived.
 TO0143
 TO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP512440(NAD 83)
 TO0143_MARKER: P = PIPE CAP
 TO0143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0143_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0143_STAMPING: 2080 T
 TO0143_PROJECTION: FLUSH
 TO0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0143
 TO0143  HISTORY     - Date     Condition        Report By
 TO0143  HISTORY     - UNK      MONUMENTED       USGS
 TO0143  HISTORY     - 1947     GOOD             NGS
 TO0143  HISTORY     - 1951     GOOD             USGS
 TO0143  HISTORY     - 1980     GOOD             NGS
 TO0143
 TO0143                          STATION DESCRIPTION
 TO0143
 TO0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 TO0143'IN HOPE.
 TO0143'AT HOPE, BONNER COUNTY, 69 FEET WEST OF THE SOUTHWEST CORNER OF THE
 TO0143'NORTHERN PACIFIC RAILWAY STATION, 29.6 FEET WEST OF THE NORTHWEST
 TO0143'CORNER OF THE STATION PLATFORM, 16.2 FEET NORTHEAST OF THE NORTHEAST
 TO0143'RAIL OF THE MAIN TRACK, AND IN LINE WITH A ROW OF POLES.  A UNITED
 TO0143'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2080 T AND RIVETED ON
 TO0143'THE TOP OF A 3-1/2-INCH IRON PIPE ABOUT FLUSH WITH THE GROUND.
 TO0143
 TO0143                          STATION RECOVERY (1951)
 TO0143
 TO0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 TO0143'RECOVERED IN GOOD CONDITION.
 TO0143
 TO0143                          STATION RECOVERY (1980)
 TO0143
 TO0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0143'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 TO0143'THE PUBILC SCHOOL IN EAST HOPE, 0.5 KILOMETER (0.3 MILE) SOUTHEAST
 TO0143'OF HIGHWAY MILEPOST 45, 37.3 METERS (124 FEET) NORTHEAST OF THE
 TO0143'CENTERLINE OF THE HIGHWAY, 23.3 METERS (76.5 FEET) NORTHWEST OF THE
 TO0143'SOUTHWEST LEG OF THE SIGN FOR HOPE SIDING ON THE BURLINGTON NORTHERN
 TO0143'RAILWAY, 20.1 METERS (66.0 FEET) SOUTHEAST OF A TELEGRAPH POLE, 7.5
 TO0143'METERS (24.7 FEET) NORTHWEST OF TELEGRAPH POLE L 3, 5 .0 METERS
 TO0143'(16.4 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACKS, 5.0
 TO0143'METERS (16.5 FEET) NORTHWEST OF THE NORTH CORNER OF A SMALL FRAME
 TO0143'BUILDING FOR A RAILWAY TELEPHONE. NOTE THE HIGH POINT IS THE I
 TO0143'IN GEOLOGICAL, MARK IS NOW ENCASED IN A 12-INCH CONCRETE SLEEVE.
 TO0143'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 TO0143'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0175 ***********************************************************************
 RY0175  DESIGNATION -  2084 B
 RY0175  PID         -  RY0175
 RY0175  STATE/COUNTY-  ID/IDAHO
 RY0175  USGS QUAD   -  MOOSE RIDGE (1995)
 RY0175
 RY0175                         *CURRENT SURVEY CONTROL
 RY0175  ___________________________________________________________________
 RY0175* NAD 83(1986)-  46 07 00.     (N)    114 59 15.     (W)     SCALED    
 RY0175* NAVD 88     -       634.926  (meters)    2083.09   (feet)  ADJUSTED  
 RY0175  ___________________________________________________________________
 RY0175  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 RY0175  DYNAMIC HT  -         634.671 (meters)    2082.25  (feet)  COMP
 RY0175  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 RY0175
 RY0175  VERT ORDER  -  SECOND    CLASS 0
 RY0175
 RY0175.The horizontal coordinates were scaled from a topographic map and have
 RY0175.an estimated accuracy of +/- 6 seconds.
 RY0175
 RY0175.The orthometric height was determined by differential leveling
 RY0175.and adjusted by the National Geodetic Survey in June 1991..
 RY0175
 RY0175.The geoid height was determined by GEOID03.
 RY0175
 RY0175.The dynamic height is computed by dividing the NAVD 88
 RY0175.geopotential number by the normal gravity value computed on the
 RY0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0175.degrees latitude (g = 980.6199 gals.).
 RY0175
 RY0175.The modeled gravity was interpolated from observed gravity values.
 RY0175
 RY0175;                    North         East    Units  Estimated Accuracy
 RY0175;SPC ID W     -   494,690.      858,940.      MT  (+/- 180 meters Scaled)
 RY0175
 RY0175                          SUPERSEDED SURVEY CONTROL
 RY0175
 RY0175  NGVD 29 (??/??/92)  633.634  (m)         2078.85   (f) ADJ UNCH    2 0
 RY0175
 RY0175.Superseded values are not recommended for survey control.
 RY0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0175.See file dsdata.txt to determine how the superseded data were derived.
 RY0175
 RY0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM555089(NAD 83)
 RY0175_MARKER: DD = SURVEY DISK
 RY0175_SETTING: 66 = SET IN ROCK OUTCROP
 RY0175_SP_SET: OUTCROP
 RY0175_STAMPING: 2084 B 1911 66
 RY0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0175+STABILITY: POSITION/ELEVATION WELL
 RY0175
 RY0175  HISTORY     - Date     Condition        Report By
 RY0175  HISTORY     - 1911     MONUMENTED       USGS
 RY0175  HISTORY     - 1965     GOOD             NGS
 RY0175
 RY0175                          STATION DESCRIPTION
 RY0175
 RY0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0175'37.75 MI E FROM LOWELL.
 RY0175'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0175'HIGHWAY 12 AT LOWELL, THENCE 18.15 MILES EAST ALONG THE SELWAY RIVER
 RY0175'TRAIL, 2.8 MILES WEST OF THE MOUTH OF MOOSE CREEK, IN THE TOP OF A 7-
 RY0175'BY 8-FOOT OUTCROP, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL,
 RY0175'42 FEET SOUTHEAST OF THE NORTH CORNER OF A BRIDGE OVER HALFWAY CREEK,
 RY0175'15 FEET NORTHEAST OF THE NORTHEAST BANK OF THE CREEK, ABOUT 10 FEET
 RY0175'HIGHER THAN THE RIVER AND ABOUT LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0258 ***********************************************************************
 QB0258  DESIGNATION -  2086 H
 QB0258  PID         -  QB0258
 QB0258  STATE/COUNTY-  ID/WASHINGTON
 QB0258  USGS QUAD   -  OLDS FERRY (1974)
 QB0258
 QB0258                         *CURRENT SURVEY CONTROL
 QB0258  ___________________________________________________________________
 QB0258* NAD 83(1986)-  44 15 53.     (N)    117 10 34.     (W)     SCALED    
 QB0258* NAVD 88     -       639.043  (meters)    2096.59   (feet)  ADJUSTED  
 QB0258  ___________________________________________________________________
 QB0258  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 QB0258  DYNAMIC HT  -         638.871 (meters)    2096.03  (feet)  COMP
 QB0258  MODELED GRAV-     980,328.8   (mgal)                       NAVD 88
 QB0258
 QB0258  VERT ORDER  -  FIRST     CLASS II
 QB0258
 QB0258.The horizontal coordinates were scaled from a topographic map and have
 QB0258.an estimated accuracy of +/- 6 seconds.
 QB0258
 QB0258.The orthometric height was determined by differential leveling
 QB0258.and adjusted by the National Geodetic Survey in June 1991..
 QB0258
 QB0258.The geoid height was determined by GEOID03.
 QB0258
 QB0258.The dynamic height is computed by dividing the NAVD 88
 QB0258.geopotential number by the normal gravity value computed on the
 QB0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0258.degrees latitude (g = 980.6199 gals.).
 QB0258
 QB0258.The modeled gravity was interpolated from observed gravity values.
 QB0258
 QB0258;                    North         East    Units  Estimated Accuracy
 QB0258;SPC ID W     -   289,590.      686,130.      MT  (+/- 180 meters Scaled)
 QB0258
 QB0258                          SUPERSEDED SURVEY CONTROL
 QB0258
 QB0258  NGVD 29 (??/??/92)  638.064  (m)         2093.38   (f) ADJ UNCH    1 2
 QB0258
 QB0258.Superseded values are not recommended for survey control.
 QB0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0258.See file dsdata.txt to determine how the superseded data were derived.
 QB0258
 QB0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK859012(NAD 83)
 QB0258_MARKER: DD = SURVEY DISK
 QB0258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0258_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0258_STAMPING: 2086 H 1903
 QB0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0258
 QB0258  HISTORY     - Date     Condition        Report By
 QB0258  HISTORY     - 1903     MONUMENTED       USGS
 QB0258  HISTORY     - 1934     GOOD             NGS
 QB0258
 QB0258                          STATION DESCRIPTION
 QB0258
 QB0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QB0258'2.5 MI E FROM OLDS FERRY.
 QB0258'ABOUT 2.5 MILES EAST ALONG THE OREGON SHORT LINE RR FROM OLDS FERRY,
 QB0258'WASHINGTON COUNTY, IDAHO, 17 POLES WEST FROM MILE POLE 527, AT THE
 QB0258'EAST END OF A SIDE-HILL CUT, 150 FEET EAST FROM THE SIGNBOARD COBB 1
 QB0258'MILE, 14 FEET NORTH FROM THE CENTERLINE OF THE TRACK, AND 43 FEET
 QB0258'SOUTH FROM THE RIGHT-OF-WAY FENCE.  A STANDARD USGS DISK, STAMPED 2086
 QB0258'H 1903, RIVETED ON TOP OF A 3 INCH IRON PIPE, ENCASED IN CONCRETE, AND
 QB0258'8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0262 ***********************************************************************
 QB0262  DESIGNATION -  2087 H
 QB0262  PID         -  QB0262
 QB0262  STATE/COUNTY-  ID/WASHINGTON
 QB0262  USGS QUAD   -  OLDS FERRY (1974)
 QB0262
 QB0262                         *CURRENT SURVEY CONTROL
 QB0262  ___________________________________________________________________
 QB0262* NAD 83(1986)-  44 16 24.     (N)    117 07 41.     (W)     SCALED    
 QB0262* NAVD 88     -       639.331  (meters)    2097.54   (feet)  ADJUSTED  
 QB0262  ___________________________________________________________________
 QB0262  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 QB0262  DYNAMIC HT  -         639.166 (meters)    2097.00  (feet)  COMP
 QB0262  MODELED GRAV-     980,340.5   (mgal)                       NAVD 88
 QB0262
 QB0262  VERT ORDER  -  FIRST     CLASS II
 QB0262
 QB0262.The horizontal coordinates were scaled from a topographic map and have
 QB0262.an estimated accuracy of +/- 6 seconds.
 QB0262
 QB0262.The orthometric height was determined by differential leveling
 QB0262.and adjusted by the National Geodetic Survey in June 1991..
 QB0262.WARNING-Repeat measurements at this control monument indicate possible
 QB0262.vertical movement.
 QB0262
 QB0262.The geoid height was determined by GEOID03.
 QB0262
 QB0262.The dynamic height is computed by dividing the NAVD 88
 QB0262.geopotential number by the normal gravity value computed on the
 QB0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0262.degrees latitude (g = 980.6199 gals.).
 QB0262
 QB0262.The modeled gravity was interpolated from observed gravity values.
 QB0262
 QB0262;                    North         East    Units  Estimated Accuracy
 QB0262;SPC ID W     -   290,490.      689,990.      MT  (+/- 180 meters Scaled)
 QB0262
 QB0262                          SUPERSEDED SURVEY CONTROL
 QB0262
 QB0262  NGVD 29 (??/??/92)  638.363  (m)         2094.36   (f) ADJ UNCH    1 2
 QB0262
 QB0262.Superseded values are not recommended for survey control.
 QB0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0262.See file dsdata.txt to determine how the superseded data were derived.
 QB0262
 QB0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK897022(NAD 83)
 QB0262_MARKER: DD = SURVEY DISK
 QB0262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0262_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0262_STAMPING: 2087 H 1903
 QB0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0262
 QB0262  HISTORY     - Date     Condition        Report By
 QB0262  HISTORY     - 1903     MONUMENTED       USGS
 QB0262  HISTORY     - 1934     GOOD             NGS
 QB0262
 QB0262                          STATION DESCRIPTION
 QB0262
 QB0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QB0262'5.4 MI E FROM OLDS FERRY.
 QB0262'ABOUT 5.4 MILES EAST ALONG THE OREGON SHORT LINE RR FROM OLDS FERRY,
 QB0262'WASHINGTON COUNTY, IDAHO, 10 1/2 POLES EAST FROM MILE POLE 525, ABOUT
 QB0262'1/8 MILE WEST FROM THE SIGN-BOARD COBB 1 MILE, 200 FEET EAST FROM A
 QB0262'CONCRETE CULVERT AT MILE MARKER 524.66, AND 11 FEET NORTH FROM THE
 QB0262'CENTERLINE OF THE TRACK.  A STANDARD USGS DISK, STAMPED 2087 H 1903,
 QB0262'RIVETED ON TOP OF A 3 INCH IRON PIPE, ENCASED IN CONCRETE AND
 QB0262'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0272 ***********************************************************************
 OZ0272  DESIGNATION -  21
 OZ0272  PID         -  OZ0272
 OZ0272  STATE/COUNTY-  ID/CAMAS
 OZ0272  USGS QUAD   -  CORRAL (1986)
 OZ0272
 OZ0272                         *CURRENT SURVEY CONTROL
 OZ0272  ___________________________________________________________________
 OZ0272* NAD 83(1986)-  43 20 35.     (N)    114 57 26.     (W)     SCALED    
 OZ0272* NAVD 88     -      1552.849  (meters)    5094.64   (feet)  ADJUSTED  
 OZ0272  ___________________________________________________________________
 OZ0272  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 OZ0272  DYNAMIC HT  -        1551.954 (meters)    5091.70  (feet)  COMP
 OZ0272  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 OZ0272
 OZ0272  VERT ORDER  -  SECOND    CLASS 0
 OZ0272
 OZ0272.The horizontal coordinates were scaled from a topographic map and have
 OZ0272.an estimated accuracy of +/- 6 seconds.
 OZ0272
 OZ0272.The orthometric height was determined by differential leveling
 OZ0272.and adjusted by the National Geodetic Survey in June 1991..
 OZ0272
 OZ0272.The geoid height was determined by GEOID03.
 OZ0272
 OZ0272.The dynamic height is computed by dividing the NAVD 88
 OZ0272.geopotential number by the normal gravity value computed on the
 OZ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0272.degrees latitude (g = 980.6199 gals.).
 OZ0272
 OZ0272.The modeled gravity was interpolated from observed gravity values.
 OZ0272
 OZ0272;                    North         East    Units  Estimated Accuracy
 OZ0272;SPC ID C     -   186,650.      422,390.      MT  (+/- 180 meters Scaled)
 OZ0272
 OZ0272                          SUPERSEDED SURVEY CONTROL
 OZ0272
 OZ0272  NGVD 29 (??/??/92) 1551.766  (m)         5091.09   (f) ADJ UNCH    2 0
 OZ0272
 OZ0272.Superseded values are not recommended for survey control.
 OZ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0272.See file dsdata.txt to determine how the superseded data were derived.
 OZ0272
 OZ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ655009(NAD 83)
 OZ0272_MARKER: DD = SURVEY DISK
 OZ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0272+STABILITY: SURFACE MOTION
 OZ0272
 OZ0272  HISTORY     - Date     Condition        Report By
 OZ0272  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0272  HISTORY     - 1950     GOOD             NGS
 OZ0272  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0272
 OZ0272                          STATION DESCRIPTION
 OZ0272
 OZ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0272'0.6 MI W FROM CORRAL.
 OZ0272'0.6 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE AT
 OZ0272'CORRAL, AT THE CROSSING OF THE UNION PACIFIC RAILROAD, 46.8 FEET
 OZ0272'NORTHWEST OF THE NORTHWEST RAIL, 38 FEET NORTH OF THE APPROXIMATE
 OZ0272'CENTER OF A Y JUNCTION OF A GRAVEL ROAD LEADING WEST, 25 1/2 FEET EAST
 OZ0272'OF A POWER LINE POLE, 3 FEET WEST OF A WITNESS POST, 2 FEET NORTH OF A
 OZ0272'TELEPHONE POLE, 1.1 FEET SOUTH OF A FENCE, ABOUT 3 FEET LOWER THAN THE
 OZ0272'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 OZ0272'ABOVE THE GROUND.
 OZ0272
 OZ0272                          STATION RECOVERY (1981)
 OZ0272
 OZ0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0490 ***********************************************************************
 NW0490  DESIGNATION -  21 EMH
 NW0490  PID         -  NW0490
 NW0490  STATE/COUNTY-  ID/OWYHEE
 NW0490  USGS QUAD   -  CLOVER MTN (1972)
 NW0490
 NW0490                         *CURRENT SURVEY CONTROL
 NW0490  ___________________________________________________________________
 NW0490* NAD 83(1986)-  42 38 12.     (N)    116 26 30.     (W)     SCALED    
 NW0490* NAVD 88     -      1865.682  (meters)    6120.99   (feet)  POSTED    
 NW0490  ___________________________________________________________________
 NW0490  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 NW0490  DYNAMIC HT  -        1864.430 (meters)    6116.88  (feet)  COMP
 NW0490  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 NW0490
 NW0490  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0490
 NW0490.The horizontal coordinates were scaled from a topographic map and have
 NW0490.an estimated accuracy of +/- 6 seconds.
 NW0490
 NW0490.The orthometric height was determined by differential leveling
 NW0490.and adjusted by the National Geodetic Survey in 1992..
 NW0490.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0490.rate of 0.0 thru 1.0 mm/km.
 NW0490
 NW0490.The geoid height was determined by GEOID03.
 NW0490
 NW0490.The dynamic height is computed by dividing the NAVD 88
 NW0490.geopotential number by the normal gravity value computed on the
 NW0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0490.degrees latitude (g = 980.6199 gals.).
 NW0490
 NW0490.The modeled gravity was interpolated from observed gravity values.
 NW0490
 NW0490;                    North         East    Units  Estimated Accuracy
 NW0490;SPC ID W     -   107,970.      743,270.      MT  (+/- 180 meters Scaled)
 NW0490
 NW0490                          SUPERSEDED SURVEY CONTROL
 NW0490
 NW0490.No superseded survey control is available for this station.
 NW0490
 NW0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH457206(NAD 83)
 NW0490_MARKER: DD = SURVEY DISK
 NW0490_SETTING: 66 = SET IN ROCK OUTCROP
 NW0490_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0490_STAMPING: 21 EMH 1972 6117
 NW0490_MARK LOGO: USGS  
 NW0490_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0490+STABILITY: POSITION/ELEVATION WELL
 NW0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0490+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0490
 NW0490  HISTORY     - Date     Condition        Report By
 NW0490  HISTORY     - 1972     MONUMENTED       USGS
 NW0490
 NW0490                          STATION DESCRIPTION
 NW0490
 NW0490'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0490'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0490'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0490'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 1.9 MILES SOUTH ALONG
 NW0490'TRACK ROAD, 5.7 MILES NORTH OF BIG SPRINGS RANCH ALONG A DIRT ROAD, AT
 NW0490'THE INSIDE OF A CURVE RIGHT, AT THE EAST BASE OF A PROMINENT ROCKY
 NW0490'POINT, 48 FEET WEST AND ABOUT 4 FEET HIGHER THAN THE CENTERLINE OF THE
 NW0490'ROAD, SET IN A ROCK OUTCROP PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0447 ***********************************************************************
 NW0447  DESIGNATION -  21 FMK
 NW0447  PID         -  NW0447
 NW0447  STATE/COUNTY-  ID/OWYHEE
 NW0447  USGS QUAD   -  TRIANGLE FLAT (1990)
 NW0447
 NW0447                         *CURRENT SURVEY CONTROL
 NW0447  ___________________________________________________________________
 NW0447* NAD 83(1986)-  42 49 46.     (N)    116 42 21.     (W)     SCALED    
 NW0447* NAVD 88     -      1604.106  (meters)    5262.80   (feet)  POSTED    
 NW0447  ___________________________________________________________________
 NW0447  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 NW0447  DYNAMIC HT  -        1603.100 (meters)    5259.50  (feet)  COMP
 NW0447  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 NW0447
 NW0447  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0447
 NW0447.The horizontal coordinates were scaled from a topographic map and have
 NW0447.an estimated accuracy of +/- 6 seconds.
 NW0447
 NW0447.The orthometric height was determined by differential leveling
 NW0447.and adjusted by the National Geodetic Survey in 1992..
 NW0447.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0447.rate of 1.1 thru 2.0 mm/km.
 NW0447
 NW0447.The geoid height was determined by GEOID03.
 NW0447
 NW0447.The dynamic height is computed by dividing the NAVD 88
 NW0447.geopotential number by the normal gravity value computed on the
 NW0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0447.degrees latitude (g = 980.6199 gals.).
 NW0447
 NW0447.The modeled gravity was interpolated from observed gravity values.
 NW0447
 NW0447;                    North         East    Units  Estimated Accuracy
 NW0447;SPC ID W     -   129,590.      721,850.      MT  (+/- 180 meters Scaled)
 NW0447
 NW0447                          SUPERSEDED SURVEY CONTROL
 NW0447
 NW0447.No superseded survey control is available for this station.
 NW0447
 NW0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH240419(NAD 83)
 NW0447_MARKER: DD = SURVEY DISK
 NW0447_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0447_SP_SET: PREFAB CONC. POST IN EARTH
 NW0447_STAMPING: 21 FMK 1964
 NW0447_MARK LOGO: USGS  
 NW0447_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0447+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0447
 NW0447  HISTORY     - Date     Condition        Report By
 NW0447  HISTORY     - 1964     MONUMENTED       USGS
 NW0447
 NW0447                          STATION DESCRIPTION
 NW0447
 NW0447'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0447'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0447'SOUTHEAST ALONG COUNTY ROAD, THENCE 21.7 MILES SOUTHEAST ALONG FLINT
 NW0447'CREEK ROAD, ON TOP OF A SMALL RIDGE, 34 FEET SOUTH OF THE ROAD AND 1
 NW0447'FOOT HIGHER THAN THE ROAD, 7 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0547 ***********************************************************************
 NW0547  DESIGNATION -  21 MDC
 NW0547  PID         -  NW0547
 NW0547  STATE/COUNTY-  ID/OWYHEE
 NW0547  USGS QUAD   -  FAIRYLAWN (1973)
 NW0547
 NW0547                         *CURRENT SURVEY CONTROL
 NW0547  ___________________________________________________________________
 NW0547* NAD 83(1986)-  42 31 03.     (N)    116 53 37.     (W)     SCALED    
 NW0547* NAVD 88     -      1736.012  (meters)    5695.57   (feet)  POSTED    
 NW0547  ___________________________________________________________________
 NW0547  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 NW0547  DYNAMIC HT  -        1734.860 (meters)    5691.79  (feet)  COMP
 NW0547  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 NW0547
 NW0547  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0547
 NW0547.The horizontal coordinates were scaled from a topographic map and have
 NW0547.an estimated accuracy of +/- 6 seconds.
 NW0547
 NW0547.The orthometric height was determined by differential leveling
 NW0547.and adjusted by the National Geodetic Survey in 1992..
 NW0547.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0547.rate of 0.0 thru 1.0 mm/km.
 NW0547
 NW0547.The geoid height was determined by GEOID03.
 NW0547
 NW0547.The dynamic height is computed by dividing the NAVD 88
 NW0547.geopotential number by the normal gravity value computed on the
 NW0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0547.degrees latitude (g = 980.6199 gals.).
 NW0547
 NW0547.The modeled gravity was interpolated from observed gravity values.
 NW0547
 NW0547;                    North         East    Units  Estimated Accuracy
 NW0547;SPC ID W     -    95,130.      706,030.      MT  (+/- 180 meters Scaled)
 NW0547
 NW0547                          SUPERSEDED SURVEY CONTROL
 NW0547
 NW0547.No superseded survey control is available for this station.
 NW0547
 NW0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH087072(NAD 83)
 NW0547_MARKER: DD = SURVEY DISK
 NW0547_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NW0547+WITH SETTING: PAVEMENT
 NW0547_SP_SET: CATTLEGUARD BASE
 NW0547_STAMPING: 21 MDC 1973 5692
 NW0547_MARK LOGO: USGS  
 NW0547_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0547+STABILITY: SURFACE MOTION
 NW0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0547+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0547
 NW0547  HISTORY     - Date     Condition        Report By
 NW0547  HISTORY     - 1973     MONUMENTED       USGS
 NW0547
 NW0547                          STATION DESCRIPTION
 NW0547
 NW0547'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0547'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0547'SOUTH ALONG A GRAVELED ROAD, THENCE 20.8 MILES SOUTH AND EAST ALONG A
 NW0547'DIRT ROAD TOWARD GRANDVIEW, IDAHO, AT A FENCE CROSSING AND
 NW0547'CATTLEGUARD, 8 FEET NORTH OF THE CENTERLINE, 1.0 FOOT LOWER THAN THE
 NW0547'ROAD BED, CEMENTED IN THE CENTER OF THE NORTH SIDE OF THE CONCRETE
 NW0547'BASE OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0309 ***********************************************************************
 RA0309  DESIGNATION -  21 N
 RA0309  PID         -  RA0309
 RA0309  STATE/COUNTY-  ID/ADAMS
 RA0309  USGS QUAD   -  WHITE MONUMENT (1990)
 RA0309
 RA0309                         *CURRENT SURVEY CONTROL
 RA0309  ___________________________________________________________________
 RA0309* NAD 83(1986)-  45 08 05.     (N)    116 44 11.     (W)     SCALED    
 RA0309* NAVD 88     -       505.457  (meters)    1658.32   (feet)  ADJUSTED  
 RA0309  ___________________________________________________________________
 RA0309  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA0309  DYNAMIC HT  -         505.292 (meters)    1657.78  (feet)  COMP
 RA0309  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 RA0309
 RA0309  VERT ORDER  -  SECOND    CLASS 0
 RA0309
 RA0309.The horizontal coordinates were scaled from a topographic map and have
 RA0309.an estimated accuracy of +/- 6 seconds.
 RA0309
 RA0309.The orthometric height was determined by differential leveling
 RA0309.and adjusted by the National Geodetic Survey in June 1991..
 RA0309
 RA0309.The geoid height was determined by GEOID03.
 RA0309
 RA0309.The dynamic height is computed by dividing the NAVD 88
 RA0309.geopotential number by the normal gravity value computed on the
 RA0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0309.degrees latitude (g = 980.6199 gals.).
 RA0309
 RA0309.The modeled gravity was interpolated from observed gravity values.
 RA0309
 RA0309;                    North         East    Units  Estimated Accuracy
 RA0309;SPC ID W     -   385,750.      722,410.      MT  (+/- 180 meters Scaled)
 RA0309
 RA0309                          SUPERSEDED SURVEY CONTROL
 RA0309
 RA0309  NGVD 29 (??/??/92)  504.371  (m)         1654.76   (f) ADJ UNCH    2 0
 RA0309
 RA0309.Superseded values are not recommended for survey control.
 RA0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0309.See file dsdata.txt to determine how the superseded data were derived.
 RA0309
 RA0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK207979(NAD 83)
 RA0309_MARKER: Z = SEE DESCRIPTION
 RA0309_SETTING: 80 = SET IN A BOULDER
 RA0309_SP_SET: BOULDER
 RA0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0309+STABILITY: SURFACE MOTION
 RA0309
 RA0309  HISTORY     - Date     Condition        Report By
 RA0309  HISTORY     - UNK      MONUMENTED       DOD
 RA0309  HISTORY     - 1946     GOOD             NGS
 RA0309
 RA0309                          STATION DESCRIPTION
 RA0309
 RA0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0309'9.85 MI NE FROM HOMESTEAD, OR.
 RA0309'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0309'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0309'LEDGE MINE ROAD, THENCE 7.65 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0309'ROAD, BENCH MARK IS 0.3 MILE NORTHEAST OF THE MAIN ENTRANCE TO A GROUP
 RA0309'OF RANCH BUILDINGS, 121.0 FEET SOUTHWEST OF AN 8-INCH LOCUST TREE
 RA0309'WHICH IS IN THE NORTHWEST RIGHT-OF-WAY FENCE, 20.5 FEET NORTHWEST OF
 RA0309'CENTER OF THE ROAD, 0.9 FOOT SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY
 RA0309'FENCE, AN OUTLINED CHISELED PYRAMID CUT ON TOP OF THE HIGHEST POINT OF
 RA0309'A 3X5-FOOT EMBEDDED BOULDER, ABOUT 3 FEET ABOVE THE ROAD AND 1 FOOT
 RA0309'ABOVE THE GROUND, PAINTED USSBM NO. 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0278 ***********************************************************************
 QB0278  DESIGNATION -  2107 H
 QB0278  PID         -  QB0278
 QB0278  STATE/COUNTY-  ID/WASHINGTON
 QB0278  USGS QUAD   -  WEISER SOUTH (1951)
 QB0278
 QB0278                         *CURRENT SURVEY CONTROL
 QB0278  ___________________________________________________________________
 QB0278* NAD 83(1986)-  44 14 37.     (N)    116 58 20.     (W)     SCALED    
 QB0278* NAVD 88     -       645.816  (meters)    2118.81   (feet)  ADJUSTED  
 QB0278  ___________________________________________________________________
 QB0278  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 QB0278  DYNAMIC HT  -         645.644 (meters)    2118.25  (feet)  COMP
 QB0278  MODELED GRAV-     980,330.7   (mgal)                       NAVD 88
 QB0278
 QB0278  VERT ORDER  -  FIRST     CLASS II
 QB0278
 QB0278.The horizontal coordinates were scaled from a topographic map and have
 QB0278.an estimated accuracy of +/- 6 seconds.
 QB0278
 QB0278.The orthometric height was determined by differential leveling
 QB0278.and adjusted by the National Geodetic Survey in June 1991..
 QB0278.WARNING-Repeat measurements at this control monument indicate possible
 QB0278.vertical movement.
 QB0278
 QB0278.The geoid height was determined by GEOID03.
 QB0278
 QB0278.The dynamic height is computed by dividing the NAVD 88
 QB0278.geopotential number by the normal gravity value computed on the
 QB0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0278.degrees latitude (g = 980.6199 gals.).
 QB0278
 QB0278.The modeled gravity was interpolated from observed gravity values.
 QB0278
 QB0278;                    North         East    Units  Estimated Accuracy
 QB0278;SPC ID W     -   286,990.      702,380.      MT  (+/- 180 meters Scaled)
 QB0278
 QB0278                          SUPERSEDED SURVEY CONTROL
 QB0278
 QB0278  NGVD 29 (??/??/92)  644.866  (m)         2115.70   (f) ADJ UNCH    1 2
 QB0278
 QB0278.Superseded values are not recommended for survey control.
 QB0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0278.See file dsdata.txt to determine how the superseded data were derived.
 QB0278
 QB0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ022989(NAD 83)
 QB0278_MARKER: DB = BENCH MARK DISK
 QB0278_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0278_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0278_STAMPING: 2107 H 2116.193 1903
 QB0278_MARK LOGO: USGS  
 QB0278_PROJECTION: FLUSH
 QB0278_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0278
 QB0278  HISTORY     - Date     Condition        Report By
 QB0278  HISTORY     - 1903     MONUMENTED       USGS
 QB0278  HISTORY     - 1934     GOOD             NGS
 QB0278  HISTORY     - 1983     GOOD             NGS
 QB0278  HISTORY     - 19980624 GOOD             IDTD
 QB0278
 QB0278                          STATION DESCRIPTION
 QB0278
 QB0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QB0278'IN WEISER.
 QB0278'AT WEISER, WASHINGTON COUNTY, IDAHO, ALONG THE OREGON SHORT LINE RR,
 QB0278'IN THE OREGON SHORT LINE RR PARK NORTH OF THE STATION, IN THE FENCE
 QB0278'LINE, 15 FEET NORTH OF THE SOUTHEAST CORNER OF THE PARK, 15 FEET WEST
 QB0278'OF THE STATION, AND 42 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 QB0278'STANDARD USGS DISK, STAMPED 2107 H 1903, BOLTED ON TOP OF A 3 INCH
 QB0278'IRON PIPE, AND 8 INCHES ABOVE THE GROUND.
 QB0278
 QB0278                          STATION RECOVERY (1983)
 QB0278
 QB0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0278'RECOVERED IN GOOD CONDITION.
 QB0278
 QB0278                          STATION RECOVERY (1998)
 QB0278
 QB0278'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 QB0278'RECOVERED IN GOOD CONDITION EXCEPT FOR THE STAMPING AND DUE TO CHANGES
 QB0278'IN THE AREA A NEW DESCRIPTION FOLLOWS.  AT WEISER AT THE SOUTH END OF
 QB0278'STATE STREET WHERE IT DEAD ENDS AT THE OLD RAILROAD STATION.  MARK IS
 QB0278'LOCATED ON THE WEST SIDE OF THE BUILDING IN A UNDERGROWTH OF A LARGE
 QB0278'JUNIPER BUSH.  3.4 M (11.2 FT) NORTH OF A CHAIN LINK FENCE AND 4.3 M
 QB0278'(14.1 FT) WEST OF THE WEST SIDE OF THE STATION.  NO WITNESS POST WAS
 QB0278'SET.  NOTE--NOT LEVELED TO IN THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0292 ***********************************************************************
 QB0292  DESIGNATION -  2112 H
 QB0292  PID         -  QB0292
 QB0292  STATE/COUNTY-  ID/WASHINGTON
 QB0292  USGS QUAD   -  WEISER SOUTH (1951)
 QB0292
 QB0292                         *CURRENT SURVEY CONTROL
 QB0292  ___________________________________________________________________
 QB0292* NAD 83(1992)-  44 10 16.45958(N)    116 53 36.66521(W)     ADJUSTED  
 QB0292* NAVD 88     -       647.060  (meters)    2122.90   (feet)  ADJUSTED  
 QB0292  ___________________________________________________________________
 QB0292  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 QB0292  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 QB0292  DYNAMIC HT  -         646.878 (meters)    2122.30  (feet)  COMP
 QB0292  MODELED GRAV-     980,317.1   (mgal)                       NAVD 88
 QB0292
 QB0292  HORZ ORDER  -  THIRD
 QB0292  VERT ORDER  -  FIRST     CLASS II
 QB0292
 QB0292.The horizontal coordinates were established by classical geodetic methods
 QB0292.and adjusted by the National Geodetic Survey in July 1992..
 QB0292
 QB0292.The orthometric height was determined by differential leveling
 QB0292.and adjusted by the National Geodetic Survey in June 1991..
 QB0292
 QB0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0292
 QB0292.The geoid height was determined by GEOID03.
 QB0292
 QB0292.The dynamic height is computed by dividing the NAVD 88
 QB0292.geopotential number by the normal gravity value computed on the
 QB0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0292.degrees latitude (g = 980.6199 gals.).
 QB0292
 QB0292.The modeled gravity was interpolated from observed gravity values.
 QB0292
 QB0292;                    North         East     Units Scale Factor Converg.
 QB0292;SPC ID W     -   278,853.219   708,552.876   MT  1.00003615   -0 47 48.7
 QB0292;SPC OR S     -   284,440.876 1,788,353.648   MT  1.00004804   +2 28 02.5
 QB0292;SPC OR S     -   933,204.97  5,867,301.99   iFT  1.00004804   +2 28 02.5
 QB0292;UTM  11      - 4,890,897.752   508,512.499   MT  0.99960089   +0 04 27.1
 QB0292
 QB0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0292!SPC ID W     -   0.99990127  x   1.00003615  =   0.99993742
 QB0292!SPC OR S     -   0.99990127  x   1.00004804  =   0.99994930
 QB0292!UTM  11      -   0.99990127  x   0.99960089  =   0.99950220
 QB0292
 QB0292|---------------------------------------------------------------------|
 QB0292| PID    Reference Object                     Distance      Geod. Az  |
 QB0292|                                                           dddmmss.s |
 QB0292| CD6120 CLOVER PP                                          12045     |
 QB0292| QB0294 2112 RM 1                            18.390 METERS 15746     |
 QB0292| QB0291 D 218                                              3374219.5 |
 QB0292| QB0293 2112 RM 2                            17.864 METERS 33750     |
 QB0292|---------------------------------------------------------------------|
 QB0292
 QB0292                          SUPERSEDED SURVEY CONTROL
 QB0292
 QB0292  NAD 83(1991)-  44 10 16.45958(N)    116 53 36.66515(W) AD(       ) 3
 QB0292  NAD 83(1986)-  44 10 16.45924(N)    116 53 36.66570(W) AD(       ) 3
 QB0292  NAD 27      -  44 10 16.85900(N)    116 53 33.08500(W) AD(       ) 3
 QB0292  NGVD 29 (??/??/92)  646.083  (m)         2119.69   (f) ADJ UNCH    1 2
 QB0292
 QB0292.Superseded values are not recommended for survey control.
 QB0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0292.See file dsdata.txt to determine how the superseded data were derived.
 QB0292
 QB0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0851290898(NAD 83)
 QB0292_MARKER: P = PIPE CAP
 QB0292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0292_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0292_STAMPING: 2112 H 1903 2120.193
 QB0292_MARK LOGO: USGS  
 QB0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0292
 QB0292  HISTORY     - Date     Condition        Report By
 QB0292  HISTORY     - 1903     MONUMENTED       USGS
 QB0292  HISTORY     - 1945     GOOD             CGS
 QB0292  HISTORY     - 1973     GOOD             NGS
 QB0292  HISTORY     - 1973     GOOD             NGS
 QB0292  HISTORY     - 1983     POOR             NGS
 QB0292
 QB0292                          STATION DESCRIPTION
 QB0292
 QB0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB0292'STATION IS ABOUT 6.5 MILES SE OF WEISER, 0.3 MILE N OF CRYSTAL
 QB0292'SIDING, ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RAILROAD.  IT
 QB0292'IS 200 FEET S OF SEMAPHORE NO. 509.9, 104.5 FEET S OF THE
 QB0292'INTERSECTION OF THE E RAIL OF THE MAIN LINE AND THE W RAIL OF THE
 QB0292'SIDING AT CRYSTAL.  IT IS 48 FEET W OF THE W RAIL OF THE
 QB0292'MAIN LINE, 1 FOOT E OF FENCE LINE, AND 50 FEET SE OF TELEGRAPH
 QB0292'POLE NO. 61A.
 QB0292'
 QB0292'STATION MARK IS A U.S. GEOLOGICAL SURVEY STANDARD CAP RIVETED
 QB0292'TO AN IRON PIPE, 3-1/2 INCHES IN DIAMETER, ENCASED IN CONCRETE.
 QB0292'IT IS STAMPED 2120.193 2112 H 1903 AND PROJECTS 8 INCHES.
 QB0292'IT IS WITNESSED BY A 4-INCH-SQUARE WHITE WOODEN POST PROJECTING
 QB0292'2-1/2 FEET.
 QB0292'
 QB0292'REFERENCE MARK 1 IS A BRONZE DISK WELDED TO AN IRON PIPE 3
 QB0292'INCHES IN DIAMETER AND PROJECTING 6 INCHES.  IT IS 1 FOOT E
 QB0292'OF THE FENCE LINE, 47.5 FEET W OF THE W RAIL OF THE RAILROAD
 QB0292'TRACKS, AND IS STAMPED 2112 USGS NO 1 1945.
 QB0292'
 QB0292'REFERENCE MARK 2 IS A BRONZE DISK WELDED TO AN IRON PIPE 3
 QB0292'INCHES IN DIAMETER AND PROJECTING 6 INCHES.  IT IS 1 FOOT E
 QB0292'OF THE FENCE LINE, 11 FEET NW OF TELEGRAPH POLE 61A, AND 47.5
 QB0292'FEET W OF THE W RAIL OF THE RAILROAD TRACKS.  IT IS STAMPED
 QB0292'2112 USGS NO 2 1945.
 QB0292'
 QB0292'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF THE UNION PACIFIC
 QB0292'RAILROAD, 44 FEET NE OF THE NE RAIL, 38 FEET SW OF THE CENTER
 QB0292'LINE OF HIGHWAY, 9 FEET SW OF FENCE LINE, AND 132 FEET NW OF
 QB0292'THE CENTER LINE OF A SIDE ROAD LEADING ACROSS RAILROAD TRACKS.
 QB0292'IT IS A BRONZE BENCH-MARK DISK STAMPED D 218 1941.
 QB0292'
 QB0292'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 30N AND
 QB0292'U.S. HIGHWAY 95 IN WEISER, GO E AND S ON U.S. HIGHWAY 30N
 QB0292'AND 95 FOR 6.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 QB0292'0.2 MILE TO THE STATION ON THE W SIDE OF RAILROAD TRACKS.
 QB0292
 QB0292                          STATION RECOVERY (1973)
 QB0292
 QB0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QB0292'THE STATION MARK, BOTH REFERENCE MARKS, AND BENCH MARK D 218
 QB0292'(AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION AS
 QB0292'DESCRIBED.  THE RAILROAD BED HAS BEEN RAISED, AND IT IS NECESSARY
 QB0292'TO HAVE A STAND OR A HIGH PLUMB BENCH OVER THE AZIMUTH MARK.  A
 QB0292'METAL WITNESS POST WAS PLACED 1 FOOT WEST OF THE STATION
 QB0292'MARK.  A METAL WITNESS POST WAS PLACED 1 FOOT EAST OF THE
 QB0292'AZIMUTH MARK.  A NEW TO REACH FOLLOWS.
 QB0292'
 QB0292'TO REACH THE STATION FROM THE PAYETTE POST OFFICE GO EAST ON
 QB0292'CENTER AVENUE FOR 0.5 MILE TO U.S. HIGHWAYS 30N, AND 95, TURN
 QB0292'LEFT, AND GO NORTH ON THE HIGHWAY FOR 5.6 MILES TO THE
 QB0292'WASHINGTON-PAYETTE COUNTY LINE CONTINUE NORTH ON THE HIGHWAY
 QB0292'FOR 1.3 MILES TO THE STATION ON THE LEFT, WEST SIDE OF THE
 QB0292'RAILROAD TRACKS.
 QB0292'
 QB0292'TO REACH BENCH MARK D 218 (AZIMUTH MARK) FROM THE STATION,
 QB0292'CONTINUE NORTH ON THE HIGHWAY FOR 0.2 MILE TO THE BENCH MARK
 QB0292'ON THE LEFT.
 QB0292'
 QB0292'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QB0292'7 MILES NORTH OF PAYETTE.
 QB0292
 QB0292                          STATION RECOVERY (1973)
 QB0292
 QB0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QB0292'7 MI N FROM PAYETTE.
 QB0292'REACHED FROM THE PAYETTE POST OFFICE BY GOING EAST ON CENTER AVENUE
 QB0292'FOR 0.5 MILE TO U.S. HIGHWAYS 30N, AND 95, TURN LEFT, AND GO NORTH ON
 QB0292'THE HIGHWAY FOR 5.6 MILES TO THE WASHINGTON-PAYETTE COUNTY LINE,
 QB0292'CONTINUE NORTH ON THE HIGHWAY FOR 1.3 MILES TO THE BENCH MARK ON THE
 QB0292'LEFT, WEST SIDE OF THE RAILROAD TRACKS.  THE BENCH MARK IS A U.S.
 QB0292'GEOLOGICAL SURVEY CAP RIVETED ON A 3-INCH PIPE, ENCASED IN CONCRETE,
 QB0292'AND PROJECTS 1 FOOT, 47 FEET WEST OF THE NEAREST RAIL OF THE RAILROAD
 QB0292'TRACKS, 19 FEET NORTHWEST OF A TELEPHONE POLE, AND 1 FOOT EAST OF A
 QB0292'METAL WITNESS POST.
 QB0292
 QB0292                          STATION RECOVERY (1983)
 QB0292
 QB0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0292'RECOVERED IN POOR CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 QB0292'FOLLOWS.  0.15 KM (0.1 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE
 QB0292'IN WEISER, THENCE 8.7 KM (5.45 MI) SOUTHEAST ALONG US HIGHWAY 95,
 QB0292'0.7 KM (0.45 MI) SOUTH OF MILEPOST 76, 0.1 KM (0.05 MI) NORTHWEST
 QB0292'ACROSS THE UNION PACIFIC RAILROAD FROM THE Y-JUNCTION OF GLASCOCK
 QB0292'ROAD, 42.7 METERS (140 FT) WEST ACROSS THE TRACKS FROM THE CENTERLINE
 QB0292'OF THE HIGHWAY, 14.3 METERS (47 FT) WEST OF THE WEST RAIL, 5.8 METERS
 QB0292'(19 FT) WEST OF THE FIRST TELEGRAPH POLE NORTH OF THE THREE-QUARTER
 QB0292'MILEPOLE, PROJECTS 30 CM ABOVE THE GROUND.  NOTE--THE MARK IS VERY
 QB0292'LOOSE.
 QB0292'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QB0292'THE MARK IS 1.5 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0294 ***********************************************************************
 QB0294  DESIGNATION -  2112 RM 1
 QB0294  PID         -  QB0294
 QB0294  STATE/COUNTY-  ID/WASHINGTON
 QB0294  USGS QUAD   -  WEISER SOUTH (1951)
 QB0294
 QB0294                         *CURRENT SURVEY CONTROL
 QB0294  ___________________________________________________________________
 QB0294* NAD 83(1986)-  44 10 17.     (N)    116 53 36.     (W)     SCALED    
 QB0294* NAVD 88     -       646.85   (meters)    2122.2    (feet)  RESET     
 QB0294  ___________________________________________________________________
 QB0294  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 QB0294
 QB0294  VERT ORDER  -  THIRD
 QB0294
 QB0294.The horizontal coordinates were scaled from a topographic map and have
 QB0294.an estimated accuracy of +/- 6 seconds.
 QB0294
 QB0294.The orthometric height was computed from unverified reset data.
 QB0294
 QB0294.The geoid height was determined by GEOID03.
 QB0294
 QB0294;                    North         East    Units  Estimated Accuracy
 QB0294;SPC ID W     -   278,870.      708,570.      MT  (+/- 180 meters Scaled)
 QB0294
 QB0294                          SUPERSEDED SURVEY CONTROL
 QB0294
 QB0294.No superseded survey control is available for this station.
 QB0294
 QB0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ085909(NAD 83)
 QB0294_MARKER: DR = REFERENCE MARK DISK
 QB0294_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0294_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0294_STAMPING: 2112 USGS NO 1 1945
 QB0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0294
 QB0294  HISTORY     - Date     Condition        Report By
 QB0294  HISTORY     - 1945     MONUMENTED       CGS
 QB0294  HISTORY     - 1973     GOOD             NGS
 QB0294
 QB0294                          STATION DESCRIPTION
 QB0294
 QB0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QB0294'7 MI N FROM PAYETTE.
 QB0294'REACHED FROM THE PAYETTE POST OFFICE BY GOING EAST ON CENTER AVENUE
 QB0294'FOR 0.5 MILE TO U.S. HIGHWAYS 30N, AND 95, TURN LEFT, AND GO NORTH ON
 QB0294'THE HIGHWAY FOR 5.6 MILES TO THE WASHINGTON-PAYETTE COUNTY LINE,
 QB0294'CONTINUE NORTH ON THE HIGHWAY FOR 1.3 MILES TO THE BENCH MARK ON THE
 QB0294'LEFT, WEST SIDE OF THE RAILROAD TRACKS.  THE BENCH MARK IS A STANDARD
 QB0294'REFERENCE MARK DISK BRAZED TO A 2-INCH PIPE THAT PROJECTS 5 INCHES,
 QB0294'150 FEET NORTH OF A FENCE CORNER, 81 FEET NORTHWEST OF A TELEPHONE
 QB0294'POLE, 60.34 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION NO. 2112
 QB0294'(USGS) 1945, AND 47 FEET WEST OF THE NEAREST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0293 ***********************************************************************
 QB0293  DESIGNATION -  2112 RM 2
 QB0293  PID         -  QB0293
 QB0293  STATE/COUNTY-  ID/WASHINGTON
 QB0293  USGS QUAD   -  WEISER SOUTH (1951)
 QB0293
 QB0293                         *CURRENT SURVEY CONTROL
 QB0293  ___________________________________________________________________
 QB0293* NAD 83(1986)-  44 10 17.     (N)    116 53 36.     (W)     SCALED    
 QB0293* NAVD 88     -       647.01   (meters)    2122.7    (feet)  RESET     
 QB0293  ___________________________________________________________________
 QB0293  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 QB0293
 QB0293  VERT ORDER  -  THIRD
 QB0293
 QB0293.The horizontal coordinates were scaled from a topographic map and have
 QB0293.an estimated accuracy of +/- 6 seconds.
 QB0293
 QB0293.The orthometric height was computed from unverified reset data.
 QB0293
 QB0293.The geoid height was determined by GEOID03.
 QB0293
 QB0293;                    North         East    Units  Estimated Accuracy
 QB0293;SPC ID W     -   278,870.      708,570.      MT  (+/- 180 meters Scaled)
 QB0293
 QB0293                          SUPERSEDED SURVEY CONTROL
 QB0293
 QB0293.No superseded survey control is available for this station.
 QB0293
 QB0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ085909(NAD 83)
 QB0293_MARKER: DR = REFERENCE MARK DISK
 QB0293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0293_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0293_STAMPING: 2112 USGS NO 2 1945
 QB0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0293
 QB0293  HISTORY     - Date     Condition        Report By
 QB0293  HISTORY     - 1945     MONUMENTED       CGS
 QB0293  HISTORY     - 1973     GOOD             NGS
 QB0293
 QB0293                          STATION DESCRIPTION
 QB0293
 QB0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QB0293'7 MI N FROM PAYETTE.
 QB0293'REACHED FROM THE PAYETTE POST OFFICE BY GOING EAST ON CENTER AVENUE
 QB0293'FOR 0.5 MILE TO U.S. HIGHWAYS 30N, AND 95, TURN LEFT, AND GO NORTH ON
 QB0293'THE HIGHWAY FOR 5.6 MILES TO THE WASHINGTON-PAYETTE COUNTY LINE,
 QB0293'CONTINUE NORTH ON THE HIGHWAY FOR 1.3 MILES TO THE BENCH MARK ON THE
 QB0293'LEFT, WEST SIDE OF THE RAILROAD TRACKS.  THE BENCH MARK IS A STANDARD
 QB0293'REFERENCE MARK DISK BRAZED TO A 2-INCH PIPE THAT PROJECTS 1-FOOT, 115
 QB0293'FEET SOUTH OF A FENCE CORNER, 65 FEET SOUTHWEST OF A TELEPHONE POLE,
 QB0293'58.61 FEET NORTH-NORTHWEST OF TRIANGULATION STATION NO 2112 (USGS)
 QB0293'1945, AND 47 FEET WEST OF THE NEAREST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0288 ***********************************************************************
 QB0288  DESIGNATION -  2113 H
 QB0288  PID         -  QB0288
 QB0288  STATE/COUNTY-  ID/WASHINGTON
 QB0288  USGS QUAD   -  WEISER SOUTH (1951)
 QB0288
 QB0288                         *CURRENT SURVEY CONTROL
 QB0288  ___________________________________________________________________
 QB0288* NAD 83(1992)-  44 12 23.71003(N)    116 55 47.28858(W)     ADJUSTED  
 QB0288* NAVD 88     -       647.308  (meters)    2123.71   (feet)  ADJUSTED  
 QB0288  ___________________________________________________________________
 QB0288  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 QB0288  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 QB0288  DYNAMIC HT  -         647.132 (meters)    2123.13  (feet)  COMP
 QB0288  MODELED GRAV-     980,326.5   (mgal)                       NAVD 88
 QB0288
 QB0288  HORZ ORDER  -  SECOND
 QB0288  VERT ORDER  -  FIRST     CLASS II
 QB0288
 QB0288.The horizontal coordinates were established by classical geodetic methods
 QB0288.and adjusted by the National Geodetic Survey in July 1992..
 QB0288
 QB0288.The orthometric height was determined by differential leveling
 QB0288.and adjusted by the National Geodetic Survey in June 1991..
 QB0288.WARNING-Repeat measurements at this control monument indicate possible
 QB0288.vertical movement.
 QB0288
 QB0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0288
 QB0288.The geoid height was determined by GEOID03.
 QB0288
 QB0288.The dynamic height is computed by dividing the NAVD 88
 QB0288.geopotential number by the normal gravity value computed on the
 QB0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0288.degrees latitude (g = 980.6199 gals.).
 QB0288
 QB0288.The modeled gravity was interpolated from observed gravity values.
 QB0288
 QB0288;                    North         East     Units Scale Factor Converg.
 QB0288;SPC ID W     -   282,821.635   705,707.589   MT  1.00004264   -0 49 21.6
 QB0288;SPC OR S     -   288,240.868 1,785,286.936   MT  1.00005908   +2 26 33.1
 QB0288;SPC OR S     -   945,672.14  5,857,240.60   iFT  1.00005908   +2 26 33.1
 QB0288;UTM  11      - 4,894,820.718   505,608.467   MT  0.99960039   +0 02 56.2
 QB0288
 QB0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0288!SPC ID W     -   0.99990122  x   1.00004264  =   0.99994386
 QB0288!SPC OR S     -   0.99990122  x   1.00005908  =   0.99996030
 QB0288!UTM  11      -   0.99990122  x   0.99960039  =   0.99950165
 QB0288
 QB0288|---------------------------------------------------------------------|
 QB0288| PID    Reference Object                     Distance      Geod. Az  |
 QB0288|                                                           dddmmss.s |
 QB0288| CD6043 2113 RM 1                             9.217 METERS 05537     |
 QB0288| CD6120 CLOVER PP                                          11502     |
 QB0288| CD5245 HWY 30N STA 505+20.4 PT                            1184817.5 |
 QB0288| CD6044 2113 RM 2                             6.299 METERS 31754     |
 QB0288|---------------------------------------------------------------------|
 QB0288
 QB0288                          SUPERSEDED SURVEY CONTROL
 QB0288
 QB0288  NAD 83(1991)-  44 12 23.71011(N)    116 55 47.28851(W) AD(       ) 2
 QB0288  NAD 83(1986)-  44 12 23.70987(N)    116 55 47.28910(W) AD(       ) 2
 QB0288  NAD 27      -  44 12 24.11300(N)    116 55 43.69800(W) AD(       ) 2
 QB0288  NGVD 29 (??/??/92)  646.296  (m)         2120.39   (f) ADJ UNCH    1 2
 QB0288
 QB0288.Superseded values are not recommended for survey control.
 QB0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0288.See file dsdata.txt to determine how the superseded data were derived.
 QB0288
 QB0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0560894821(NAD 83)
 QB0288_MARKER: DB = BENCH MARK DISK
 QB0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0288_STAMPING: 2113 H 2120.911 1903 1981
 QB0288_MARK LOGO: USGS  
 QB0288_PROJECTION: FLUSH
 QB0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0288
 QB0288  HISTORY     - Date     Condition        Report By
 QB0288  HISTORY     - 1904     MONUMENTED       USGS
 QB0288  HISTORY     - 1934     GOOD             NGS
 QB0288  HISTORY     - 1945     GOOD             CGS
 QB0288  HISTORY     - 1948     GOOD             USGS
 QB0288  HISTORY     - 1981     POOR             NGS
 QB0288  HISTORY     - 19810915 GOOD             NGS
 QB0288  HISTORY     - 1983     GOOD             NGS
 QB0288  HISTORY     - 19980624 GOOD             IDTD
 QB0288
 QB0288                          STATION DESCRIPTION
 QB0288
 QB0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QB0288'3.3 MI SE FROM WEISER.
 QB0288'ABOUT 3.3 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RR FROM WEISER,
 QB0288'WASHINGTON COUNTY, IDAHO, AT FELTHAM SIDING, 7 1/2 POLES SOUTHEAST
 QB0288'FROM MILE POLE 513, 173 FEET SOUTHEAST FROM THE EAST CORNER OF THE
 QB0288'FRAME WAREHOUSE OF THE WEISER AIR STORAGE CO., 94 FEET SOUTHWEST FROM
 QB0288'THE CENTERLINE OF THE MAIN TRACK, AND 2 FEET FROM THE RIGHT-OF-WAY
 QB0288'FENCE.  A STANDARD USGS DISK, STAMPED 2113 H 1903, RIVETED ON TOP OF A
 QB0288'3 INCH IRON PIPE, ENCASED IN CONCRETE AND 6 INCHES ABOVE THE GROUND.
 QB0288
 QB0288                          STATION RECOVERY (1945)
 QB0288
 QB0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB0288'STATION IS ABOUT 3 MILES SE OF WEISER, IN THE SE EDGE OF
 QB0288'FELTHAM, 7-1/2 POLES SE OF U.P.R.R. MILEPOST 513, 52.5 METERS
 QB0288'SE OF THE SE CORNER OF THE J.A. MC MILLAN WAREHOUSE, 28.3
 QB0288'METERS SW OF THE SW RAIL OF THE MAIN TRACK, AND 2 FEET NE OF
 QB0288'FENCE LINE.
 QB0288'
 QB0288'STATION MARK IS A U.S. GEOLOGICAL SURVEY STANDARD CAP RIVETED
 QB0288'TO THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE AND
 QB0288'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT IS STAMPED
 QB0288'2113 H 1903 2190.911.  NO UNDERGROUND MARK WAS SET.
 QB0288'
 QB0288'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 QB0288'A CONCRETE POST FLUSH WITH THE GROUND.  IT IS AT ABOUT THE SAME
 QB0288'ELEVATION AS THE STATION MARK AND IS STAMPED 2113 USGS NO 1
 QB0288'1945.  IT IS BETWEEN TWO ROADS THAT LEAD TO THE J.A. MC MILLAN
 QB0288'WAREHOUSE AND 18.9 METERS SW OF THE SW RAIL OF THE MAIN TRACK.
 QB0288'
 QB0288'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 QB0288'OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS STAMPED 2113
 QB0288'USGS NO 2 1945.  IT IS 46.2 METERS SE OF THE SE CORNER OF THE
 QB0288'J.A. MC MILLAN WAREHOUSE AND 1 FOOT NE OF FENCE LINE.
 QB0288'
 QB0288'AZIMUTH MARK IS A STATE OF IDAHO DEPARTMENT OF PUBLIC WORKS
 QB0288'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 QB0288'INCHES.  IT IS 12.2 METERS NE OF THE CENTER LINE OF U.S.
 QB0288'HIGHWAY 30N, 2.7 METERS NW OF THE CENTER OF A GATE, 1 FOOT
 QB0288'SW OF FENCE LINE, AND IS STAMPED 505 204 PT 40.
 QB0288'
 QB0288'TO REACH STATION FROM WEISER POST OFFICE, GO E ON U.S. HIGHWAY
 QB0288'30N (EAST MAIN STREET) FOR 0.6 MILE.  TURN RIGHT ON U.S.
 QB0288'HIGHWAY 30N FOR 3.0 MILES TO GATE AND RAILROAD CROSSING ON THE
 QB0288'RIGHT.  TURN RIGHT (SW) THROUGH THE GATE AND CROSS RAILROAD
 QB0288'TRACKS, BEAR RIGHT (NW) FOR 150 FEET AND STATION ON THE LEFT
 QB0288'AS DESCRIBED.
 QB0288
 QB0288                          STATION RECOVERY (1948)
 QB0288
 QB0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 QB0288'RECOVERED IN GOOD CONDITION.
 QB0288
 QB0288                          STATION RECOVERY (1981)
 QB0288
 QB0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QB0288'REACHED BY GOING SOUTH FROM THE INTERSECTION OF US 95 AND US 95 TRUCK
 QB0288'ROUTE IN WEISER 5.1 KM TURN RIGHT ACROSS RAILROAD TRACKS AND A SPUR,
 QB0288'AND THEN FOLLOW SPUR ABOUT 50 METERS TO THE MARK ON THE LEFT. IT IS
 QB0288'60 METERS SE FROM THE SE CORNER OF A GREEN METAL SHED, 15.9 METERS SW
 QB0288'FROM THE CENTERLINE OF A RAILROAD SPUR, 6.9 METERS SW FROM THE
 QB0288'CENTERLINE OF A DIRT ROAD, 0.7 METERS NE OF A FENCE AND 0.6 METER NE
 QB0288'FROM A METAL WITNESS POST.
 QB0288
 QB0288                          STATION RECOVERY (1981)
 QB0288
 QB0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QB0288'THE STATION WAS FOUND LEANING AT ABOUT A 45 DEGREE ANGEL.  REFERENCE
 QB0288'MARK 1 WAS NOT RECOVERED.  REFERENCE MARK 2 WAS RECOVERED IN GOOD
 QB0288'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 QB0288'THE STATION MARK WAS PUT BACK INTO ITS ORIGINAL POSITION BY USING THE
 QB0288'DISTANCE FROM REFERENCE 2 AND THE ANGLE BETWEEN SAGE HILL AND
 QB0288'REFERENCE MARK 2.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  IT
 QB0288'WAS PUT INTO A DRILL HOLE IN A MASS OF CONCRETE THAT LOOKS LIKE IT
 QB0288'MIGHT BE PART OF THE MONUMENT FOR REFERENCE MARK 1.  THERE WAS NO
 QB0288'SUITABLE PLACE FOR AN AZIMUTH MARK.
 QB0288' 
 QB0288'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) N OF PAYETTE, 4.8 KM
 QB0288'(3.00 MI) SE OF WEISER ON GROUNDS OF THE SW ONION PACKERS.  TO REACH
 QB0288'THE STATION FROM THE INTERSECTION OF US 95 AND US 95 TRUCK ROUTE IN
 QB0288'WEISER, GO SOUTHERLY ON US 95 FOR 5.1 KM (3.15 MI) TO A DIRT ROAD
 QB0288'RIGHT, GO ACCESS MAINLINE OF RAILROAD TRACKS AND A SPUR LEADING TO
 QB0288'WAREHOUSES, TURN RIGHT ALONG SPUR ABOUT 50 METERS (164.0 FT) AND THE
 QB0288'MARK ON THE LEFT.
 QB0288' 
 QB0288'THE STATION IS A STANDARD USGS DISK STAMPED---2113 H 23120.911 1903
 QB0288'1981---, SET INTO THE TOP OF A METAL PIPE, 8 CM IN DIAMETER,
 QB0288'PROJECTING 15 CM ABOVE THE GROUND.  THE STATION IS LOCATED 60 METERS
 QB0288'(196.8 FT) SE FROM THE SE CORNER OF A GREEN METAL SHED, 15.9 METERS
 QB0288'(52.2 FT) SW FROM THE CENTERLINE OF A RAILROAD SPUR, 6.9 METERS (22.6
 QB0288'FT) SW FROM THE CENTERLINE OF A DIRT ROAD, 0.7 METERS (2.3 FT) NE FROM
 QB0288'A FENCE, 0.6 METERS (2.0 FT) NE FROM A METAL WITNESS POST.
 QB0288' 
 QB0288'REFERENCE MARK NO 2, IS A STANDARD USCGS DISK STAMPED---2113 USGS NO 2
 QB0288'1945---.  THE STATION IS LOCATED 54.0 METERS (177.2 FT) SE FROM THE SE
 QB0288'CORNER OF A GREEN METAL BUILDING, 7.0 METERS (23.0 FT) SW FROM THE
 QB0288'CENTERLINE OF A DIRT ROAD, 0.5 METERS (1.6 FT) NE FROM A FENCE, AND
 QB0288'0.2 METERS (0.7 FT) HIGHER THAN THE STATION.
 QB0288' 
 QB0288'REFERENCE MARK NO 3, IS A STANDARD NGS DISK STAMPED---NO 2113 USGS
 QB0288'1945 NO 3 1981---, SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE,
 QB0288'35 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 30
 QB0288'METERS (98.4 FT) SW FROM POWER POLE 37 E AF, 6.0 METERS (19.7 FT) SW
 QB0288'FROM THE CENTERLINE IOF A RAILROAD TRACK SPUR, 2.5 METERS (8.2 FT) NE
 QB0288'FROM THE CENTERLINE OF A DIRT ROAD, AND 0.4 METERS (1.3 FT) LOWER THAN
 QB0288'THE STATION.
 QB0288
 QB0288                          STATION RECOVERY (1983)
 QB0288
 QB0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0288'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 QB0288'(0.1 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN WEISER, THENCE
 QB0288'6.0 KM (3.75 MI) SOUTHEAST ALONG US HIGHWAY 95, 0.65 KM (0.4 MI)
 QB0288'NORTHWEST OF MILEPOST 78, AT THE UNION PACIFIC RAILROAD FELTHAM
 QB0288'SIDING, 68 METERS (223 FT) SOUTHWEST ACROSS THE TRACKS FROM THE
 QB0288'CENTERLINE OF THE HIGHWAY, 55.5 METERS (182 FT) NORTHWEST OF THE
 QB0288'EXTENDED CENTER OF A DIRT ROAD LEADING ACROSS THE RAILROAD, 28 METERS
 QB0288'(92 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 0.6 METER (2 FT) NORTHEAST OF
 QB0288'A FENCE, PROJECTS 10 CM ABOVE THE GROUND.  STAMPING IS 2113 H 1903
 QB0288'1981 2120.911.
 QB0288'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 QB0288'THE MARK IS ABOVE LEVEL WITH THE RAILS.
 QB0288
 QB0288                          STATION RECOVERY (1998)
 QB0288
 QB0288'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 QB0288'STATION MARK WAS RECOVERED IN WHAT APPEARS TO BE GOOD CONDITION.  THE
 QB0288'CONCRETE POST FOR REFERENCE MARK 1 WAS FOUND WITH THE TOP SHEARED OFF.
 QB0288'REFERENCE MARK 2 WAS FOUND DESTROYED AND THE DISK RECOVERED. THERE HAS
 QB0288'BEEN A LOT OF GRADING IN THIS AREA.  USE THIS STATION WITH CAUTION.
 QB0288'THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME. NOTE--NOT LEVELED
 QB0288'TO IN THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0273 ***********************************************************************
 QB0273  DESIGNATION -  2122 H
 QB0273  PID         -  QB0273
 QB0273  STATE/COUNTY-  ID/WASHINGTON
 QB0273  USGS QUAD   -  OLDS FERRY SE (1952)
 QB0273
 QB0273                         *CURRENT SURVEY CONTROL
 QB0273  ___________________________________________________________________
 QB0273* NAD 83(1986)-  44 15 31.     (N)    117 01 19.     (W)     SCALED    
 QB0273* NAVD 88     -       650.128  (meters)    2132.96   (feet)  ADJUSTED  
 QB0273  ___________________________________________________________________
 QB0273  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 QB0273  DYNAMIC HT  -         649.958 (meters)    2132.40  (feet)  COMP
 QB0273  MODELED GRAV-     980,336.9   (mgal)                       NAVD 88
 QB0273
 QB0273  VERT ORDER  -  FIRST     CLASS II
 QB0273
 QB0273.The horizontal coordinates were scaled from a topographic map and have
 QB0273.an estimated accuracy of +/- 6 seconds.
 QB0273
 QB0273.The orthometric height was determined by differential leveling
 QB0273.and adjusted by the National Geodetic Survey in June 1991..
 QB0273
 QB0273.The geoid height was determined by GEOID03.
 QB0273
 QB0273.The dynamic height is computed by dividing the NAVD 88
 QB0273.geopotential number by the normal gravity value computed on the
 QB0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0273.degrees latitude (g = 980.6199 gals.).
 QB0273
 QB0273.The modeled gravity was interpolated from observed gravity values.
 QB0273
 QB0273;                    North         East    Units  Estimated Accuracy
 QB0273;SPC ID W     -   288,710.      698,430.      MT  (+/- 180 meters Scaled)
 QB0273
 QB0273                          SUPERSEDED SURVEY CONTROL
 QB0273
 QB0273  NGVD 29 (??/??/92)  649.156  (m)         2129.77   (f) ADJ UNCH    1 2
 QB0273
 QB0273.Superseded values are not recommended for survey control.
 QB0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0273.See file dsdata.txt to determine how the superseded data were derived.
 QB0273
 QB0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK982005(NAD 83)
 QB0273_MARKER: DD = SURVEY DISK
 QB0273_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0273_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0273_STAMPING: 2122 H 1903
 QB0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0273
 QB0273  HISTORY     - Date     Condition        Report By
 QB0273  HISTORY     - 1903     MONUMENTED       USGS
 QB0273  HISTORY     - 1934     GOOD             NGS
 QB0273  HISTORY     - 1948     GOOD             NGS
 QB0273
 QB0273                          STATION DESCRIPTION
 QB0273
 QB0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QB0273'2.7 MI NW FROM WEISER.
 QB0273'ABOUT 2.7 MILES NORTHWEST ALONG THE OREGON SHORT LINE RR FROM WEISER,
 QB0273'WASHINGTON COUNTY, IDAHO, ABOUT 3.2 MILES SOUTHEAST FROM EATON,
 QB0273'WASHINGTON COUNTY, IDAHO, 23 FEET NORTH FROM THE 6TH POLE SOUTHEAST
 QB0273'FROM MILE POLE 519, 78 FEET SOUTHEAST FROM A WOODEN GATE AT THE J.M.
 QB0273'STOVER PLACE, 48 FEET SOUTHWEST FROM THE CENTERLINE OF THE TRACK, AND
 QB0273'3 FEET NORTHEAST FROM THE RIGHT-OF-WAY FENCE.  A STANDARD USGS DISK,
 QB0273'STAMPED 2122 H 1903, RIVETED ON TOP OF A 3 INCH IRON PIPE, AND 1 FOOT
 QB0273'ABOVE THE GROUND.
 QB0273
 QB0273                          STATION RECOVERY (1948)
 QB0273
 QB0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 QB0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0299 ***********************************************************************
 QB0299  DESIGNATION -  2123 H
 QB0299  PID         -  QB0299
 QB0299  STATE/COUNTY-  ID/PAYETTE
 QB0299  USGS QUAD   -  WEISER SOUTH (1951)
 QB0299
 QB0299                         *CURRENT SURVEY CONTROL
 QB0299  ___________________________________________________________________
 QB0299* NAD 83(1992)-  44 07 51.70335(N)    116 54 20.77249(W)     ADJUSTED  
 QB0299* NAVD 88     -       650.408  (meters)    2133.88   (feet)  ADJUSTED  
 QB0299  ___________________________________________________________________
 QB0299  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 QB0299  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 QB0299  DYNAMIC HT  -         650.224 (meters)    2133.28  (feet)  COMP
 QB0299  MODELED GRAV-     980,314.7   (mgal)                       NAVD 88
 QB0299
 QB0299  HORZ ORDER  -  THIRD
 QB0299  VERT ORDER  -  FIRST     CLASS II
 QB0299
 QB0299.The horizontal coordinates were established by classical geodetic methods
 QB0299.and adjusted by the National Geodetic Survey in July 1992..
 QB0299
 QB0299.The orthometric height was determined by differential leveling
 QB0299.and adjusted by the National Geodetic Survey in June 1991..
 QB0299
 QB0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0299
 QB0299.The geoid height was determined by GEOID03.
 QB0299
 QB0299.The dynamic height is computed by dividing the NAVD 88
 QB0299.geopotential number by the normal gravity value computed on the
 QB0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0299.degrees latitude (g = 980.6199 gals.).
 QB0299
 QB0299.The modeled gravity was interpolated from observed gravity values.
 QB0299
 QB0299;                    North         East     Units Scale Factor Converg.
 QB0299;SPC ID W     -   274,399.240   707,510.295   MT  1.00003850   -0 48 17.4
 QB0299;SPC OR S     -   279,934.740 1,787,566.350   MT  1.00003595   +2 27 32.3
 QB0299;SPC OR S     -   918,421.06  5,864,719.00   iFT  1.00003595   +2 27 32.3
 QB0299;UTM  11      - 4,886,430.394   507,538.150   MT  0.99960070   +0 03 56.2
 QB0299
 QB0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0299!SPC ID W     -   0.99990076  x   1.00003850  =   0.99993926
 QB0299!SPC OR S     -   0.99990076  x   1.00003595  =   0.99993671
 QB0299!UTM  11      -   0.99990076  x   0.99960070  =   0.99950150
 QB0299
 QB0299|---------------------------------------------------------------------|
 QB0299| PID    Reference Object                     Distance      Geod. Az  |
 QB0299|                                                           dddmmss.s |
 QB0299| QB0300 2123 RM 1                            22.937 METERS 02125     |
 QB0299| CD4417 CENTER OF RAILROAD TRACK AND                       02915     |
 QB0299| QB1319 2123 AZ MK                          435.434 METERS 0310442.8 |
 QB0299| QB1301 SAND                                APPROX. 2.5 KM 1000345.5 |
 QB0299| QB1320 2123 AZ MK 2                        APPROX. 0.6 KM 1992553.0 |
 QB0299| QB0301 2123 RM 2                            16.816 METERS 20126     |
 QB0299|---------------------------------------------------------------------|
 QB0299
 QB0299                          SUPERSEDED SURVEY CONTROL
 QB0299
 QB0299  NAD 83(1991)-  44 07 51.70337(N)    116 54 20.77245(W) AD(       ) 3
 QB0299  NAD 83(1986)-  44 07 51.70281(N)    116 54 20.77302(W) AD(       ) 3
 QB0299  NAD 27      -  44 07 52.10300(N)    116 54 17.19800(W) AD(       ) 3
 QB0299  NGVD 29 (??/??/92)  649.433  (m)         2130.68   (f) ADJ UNCH    1 2
 QB0299
 QB0299.Superseded values are not recommended for survey control.
 QB0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0299.See file dsdata.txt to determine how the superseded data were derived.
 QB0299
 QB0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0753886430(NAD 83)
 QB0299_MARKER: P = PIPE CAP
 QB0299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0299_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0299_STAMPING: 2123 1903 H 2131.187
 QB0299_MARK LOGO: USGS  
 QB0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0299
 QB0299  HISTORY     - Date     Condition        Report By
 QB0299  HISTORY     - 1903     MONUMENTED       USGS
 QB0299  HISTORY     - 1945     GOOD             CGS
 QB0299  HISTORY     - 1973     GOOD             NGS
 QB0299  HISTORY     - 1973     GOOD             NGS
 QB0299  HISTORY     - 1979     GOOD             NGS
 QB0299  HISTORY     - 1983     GOOD             NGS
 QB0299
 QB0299                          STATION DESCRIPTION
 QB0299
 QB0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB0299'STATION IS ABOUT 4.3 MILES N ALONG THE UNION PACIFIC RAILROAD
 QB0299'FROM THE STATION AT PAYETTE, 5-1/2 POLES S OF MILEPOST 507,
 QB0299'110 METERS S OF A ROAD CROSSING, 15 METERS W OF THE CENTER LINE
 QB0299'OF THE RAILROAD TRACKS, AND AT THE RIGHT-OF-WAY LINE.
 QB0299'
 QB0299'STATION MARK IS A U.S. GEOLOGICAL SURVEY STANDARD CAP RIVETED
 QB0299'TO THE TOP OF A 3-1/2-INCH IRON PIPE ENCASED IN CONCRETE
 QB0299'AND PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS STAMPED 2123
 QB0299'H 2131.187 1903 AND IS 4 METERS N OF A WHITE WOODEN WITNESS
 QB0299'POST.  NO UNDERGROUND MARK WAS SET.
 QB0299'
 QB0299'REFERENCE MARK 1 IS A BRONZE DISK BRAZED TO THE TOP OF A
 QB0299'2-1/2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE THE GROUND AND
 QB0299'IS STAMPED 2123 USGS NO 1 1945.  IT IS LOCATED AT THE W
 QB0299'RIGHT-OF-WAY LINE AND ABOUT 87 METERS S OF THE CROSSING.
 QB0299'
 QB0299'REFERENCE MARK 2 IS A BRONZE DISK BRAZED TO THE TOP OF A
 QB0299'2-1/2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE THE GROUND AND
 QB0299'IS STAMPED 2123 USGS NO 2 1945.  IT IS AT THE W RIGHT-OF-WAY
 QB0299'FENCE LINE AND ABOUT 127 METERS S OF THE CROSSING.
 QB0299'
 QB0299'AZIMUTH MARK IS A BRONZE DISK SET IN THE TOP AND IN THE
 QB0299'CENTER OF A CONCRETE ABUTMENT OF AN IRRIGATION SIPHON AND IS
 QB0299'STAMPED 2123 USGS 1945.  IT IS 12 METERS E OF THE CENTER LINE
 QB0299'OF U.S. HIGHWAY 30N AND ACROSS THE HIGHWAY FROM A VICO OIL
 QB0299'SIGN.
 QB0299'
 QB0299'NO WITNESS MARK WAS SET.
 QB0299'
 QB0299'TO REACH STATION FROM THE WASHINGTON HOTEL IN WEISER, GO S ON
 QB0299'U.S. HIGHWAY 30N FOR 9.2 MILES TO A GRADED CROSS ROAD.* TURN
 QB0299'RIGHT ONTO CROSS ROAD AND CONTINUE 0.1 MILE TO END OF TRUCK
 QB0299'TRAVEL AT W SIDE OF RAILROAD CROSSING, 110 METERS N FROM
 QB0299'THE STATION.
 QB0299'
 QB0299'*AZIMUTH MARK IS REACHED 0.2 MILE BEFORE THIS POINT.
 QB0299
 QB0299                          STATION RECOVERY (1973)
 QB0299
 QB0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QB0299'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 QB0299'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE LINE OF
 QB0299'SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED DURING THIS
 QB0299'OCCUPATION.  TRIANGULATION STATION SAND 1945 MAY BE USED FOR THE
 QB0299'AZIMUTH MARK.  A METAL WITNESS POST WAS PLACED 2 FEET SOUTH OF
 QB0299'THE STATION MARK.  THE FOLLOWING IS AN ALTERNATE TO REACH.
 QB0299'
 QB0299'TO REACH THE STATION FROM THE PAYETTE POST OFFICE GO EAST ON
 QB0299'CENTER AVENUE FOR 0.5 MILE TO U.S. HIGHWAYS 30N, AND 95, TURN
 QB0299'LEFT, AND GO NORTH ON THE HIGHWAY FOR 4.2 MILES TO A CROSSROAD,
 QB0299'TURN LEFT, AND GO WEST FOR 0.1 MILE TO THE RAILROAD TRACKS,
 QB0299'AND THE END OF TRUCK TRAVEL.  HIKE SOUTH ON THE WEST SIDE OF
 QB0299'THE RAILROAD TRACKS FOR 350 FEET TO THE STATION.
 QB0299'
 QB0299'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD MENTIONED ABOVE GO
 QB0299'NORTH ON THE HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QB0299'
 QB0299'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 QB0299'4 MILES NORTH OF PAYETTE.
 QB0299
 QB0299                          STATION RECOVERY (1973)
 QB0299
 QB0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QB0299'4 MI N FROM PAYETTE.
 QB0299'REACHED FROM THE PAYETTE POST OFFICE GO EAST ON CENTER AVENUE FOR 0.5
 QB0299'MILE TO U.S. HIGHWAYS 30N, AND 95, TURN LEFT, AND GO NORTH ON THE
 QB0299'HIGHWAY FOR 4.2 MILES TO A CROSSROAD, TURN LEFT, AND GO WEST FOR 0.1
 QB0299'MILE TO THE RAILROAD CROSSING, AND THE END OF TRUCK TRAVEL.  HIKE
 QB0299'SOUTH ON THE WEST SIDE OF THE TRACKS FOR 350 FEET TO THE BENCH MARK. A
 QB0299'U.S. GEOLOGICAL SURVEY CAP RIVETED TO A 3-INCH PIPE ENCASED IN
 QB0299'CONCRETE, AND PROJECTS 1-FOOT, 47 FEET WEST OF THE NEAREST RAIL, 2
 QB0299'FEET NORTH OF A METAL WITNESS POST, AND 1 FOOT EAST OF THE
 QB0299'RIGHT-OF-WAY FENCE LINE.
 QB0299
 QB0299                          STATION RECOVERY (1979)
 QB0299
 QB0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 QB0299'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 QB0299'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER VISIBLE
 QB0299'FROM THE STATION BECAUSE OF A MOBILE HOME ON LINE.  A NEW AZIMUTH
 QB0299'MARK, WAS SET AND MEASURED TO AT THIS TIME.  THE DISTANCE TO RM 1
 QB0299'DIFFERED BY .005 METERS THE DISTANCE TO RM 2 DIFFERED BY 0.003
 QB0299'METERS.  THE ANGLE BETWEEN THE REFERENCE MARK CHECKED FAVORABLE WITH
 QB0299'THE 1945 DESCRIPTION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 QB0299'
 QB0299'THE STATION IS LOCATED ABOUT 9-1/4 MILES SOUTH OF WEISER, 4 MILES
 QB0299'NORTH OF PAYETTE, ALONG THE UNION PACIFIC RAILROAD TRACKS, 5 1/2
 QB0299'POLES SOUTH OF MILEPOST 507.
 QB0299'
 QB0299'TO REACH THE STATION FROM THE POST OFFICE IN PAYETTE, GO WEST ON
 QB0299'EIGHTH STREET FOR 1 BLOCK, TURN RIGHT ON CENTER STREET, U.S. 95
 QB0299'BUSINESS, AND GO IN A NORTHERLY DIRECTION FOR 4.2 MILES TO A SIDE
 QB0299'ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO A RAILROAD TRACK, GO ACROSS
 QB0299'TRACK, TURN LEFT ALONG A TRACK ROAD AND GO 0.05 MILE TO THE STATION
 QB0299'ON THE RIGHT.
 QB0299'
 QB0299'THE STATION IS A U.S.G.S. BENCH MARK DISK STAMPED---2123 H 2131.187
 QB0299'1903---RIVETED TO THE TOP OF A 4 INCH IRON PIPE PROJECTING 8 INCHES.
 QB0299'IT IS LOCATED 21.67 METERS (71.1 FEET) SSW FROM THE THIRD TELEPHONE
 QB0299'POLE SOUTH OF WHERE A ROAD CROSSES THE RR TRACKS, 20.12 METERS (66.0
 QB0299'FEET) NNW FROM THE FOURTH TELEPHONE POLE SOUTH OF THE CROSSING, 15.2
 QB0299'METERS (50 FEET) W FROM THE CENTER LINE OF RAILROAD TRACKS, 1.8
 QB0299'METERS (6 FEET) W FROM THE CENTERLINE OF A TRACK ROAD, AND 0.79 METER
 QB0299'(2.6 FEET) N FROM A METAL WITNESS POST AND 1 FOOT E OF A FENCE.
 QB0299'
 QB0299'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QB0299'NOS) DISK STAMPED---2123 NO 1 USGS 1945---SET INTO THE TOP OF A
 QB0299'METAL PIPE 8 CM (3 INCHES) IN DIAMETER RECESSED 3 CM (1 INCH) BELOW
 QB0299'THE GROUND LOCATED 15.2 METERS (50 FEET) W FROM THE CENTERLINE OF A
 QB0299'RAILROAD TRACK, 4.88 METERS (16.0 FEET) WNE FROM A TELEPHONE
 QB0299'POLE, 1.98 METERS (6.5 FEET) W FROM THE CENTERLINE OF A TRACK ROAD,
 QB0299'0.3 METER (1 FOOT) E FROM A FENCE LINE, AND IS LEVEL WITH THE STATION.
 QB0299'
 QB0299'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QB0299'NOS) DISK STAMPED---2123 USGS H NO 2 1945---SET INTO THE TOP OF A
 QB0299'METAL PIPE PROJECTING 10 CM (4 INCHES) ABOVE THE GROUND
 QB0299'LOCATED 5.2 METERS (17 FEET) WNW FROM THE FOURTH TELEPHONE POLE SOUTH
 QB0299'OF THE CROSSING, 0.3 METER (1 FOOT) E FROM THE RIGHT OF WAY FENCE,
 QB0299'1.98 METERS (6.5 FEET) W FROM THE CENTERLINE OF A TRACK ROAD, AND 0.3
 QB0299'METER (1 FOOT) LOWER THAN THE STATION.
 QB0299'
 QB0299'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QB0299'NOS) DISK STAMPED---2123 USGS 1945---SET IN THE TOP OF A CONCRETE
 QB0299'CULVERT HEADWALL.  THE MARK IS IN THE CENTER OF THE HEADWALL AND IS
 QB0299'ABOUT 2 FEET HIGHER THAN THE SURROUNDING AREA.  IT IS LOCATED 12.2
 QB0299'METERS (40 FEET) E FROM THE CENTERLINE OF U.S. HIGHWAY 95, 152.4
 QB0299'METERS (500 FEET) S FROM THE RESIDENCE AT ROUTE 1 BOX 292, AND 0.76
 QB0299'METER (2.5 FEET) S FROM A METAL WITNESS POST.
 QB0299'
 QB0299'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON TRACK ROAD,
 QB0299'TURN RIGHT ACROSS TRACKS AND GO 0.1 MILE TURN LEFT ON U.S. 95 AND GO
 QB0299'0.1 MILE TO MARK ON THE RIGHT.
 QB0299'
 QB0299'AZIMUTH MARK NO 2 IS A NGS DISK STAMPED---NO 2123 USGS 1945 NO 2
 QB0299'1979---SET INTO A CONCRETE SIDEWALK AT THE NORTH-WEST CORNER OF THE
 QB0299'PAYETTE VALLEY FRUIT INC WAREHOUSE.
 QB0299'
 QB0299'IT IS ABOUT 360 FEET NORTH-NORTHEAST OF THE PROLONGED CENTERLINE
 QB0299'INTERSECTION OF THE ROAD LEADING TO THE FRUIT COMPANY AND THE
 QB0299'MAINLINE OF THE RAILROAD TRACK 24 FEET EAST OF THE CENTERLINE OF THE
 QB0299'MAIN TRACK, 7.5 FEET NORTH OF THE NORTH WEST CORNER OF THE WAREHOUSE
 QB0299'AND 4.7 FEET EAST OF THE NORTHWEST CORNER OF THE SIDEWALK.
 QB0299'
 QB0299'TO REACH THE MARK FROM THE STATION GO SOUTH ON A TRACK ROAD FOR 0.05
 QB0299'MILE TURN RIGHT ACROSS TRACKS AND GO 0.1 MILE TURN RIGHT ON U.S. 95
 QB0299'AND GO 0.5 MILE TURN RIGHT AND GO 0.2 MILE TO END OF ROAD AT THE
 QB0299'RAILROAD TRACKS.  THE AZIMUTH MARK IS ABOUT 350 FT. NORTH OF THIS
 QB0299'POINT.
 QB0299
 QB0299                          STATION RECOVERY (1983)
 QB0299
 QB0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0299'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.8 KM
 QB0299'(1.75 MI) NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QB0299'IN PAYETTE, THENCE 3.75 KM (2.35 MI) NORTHEAST ALONG US HIGHWAY 95,
 QB0299'THENCE 0.15 KM (0.1 MI) WEST ALONG NORTH RIVER ROAD, 110 METERS
 QB0299'(360.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 14.3 METERS (47 FT)
 QB0299'NORTHWEST OF THE NORTHWEST RAIL, 21.5 METERS (70.5 FT) NORTH OF A
 QB0299'TELEGRAPH POLE, 23.0 METERS (75.5 FT) SOUTHWEST OF RM 1, 16.8 METERS
 QB0299'(55.0 FT) NORTHEAST OF RM 2, 0.15 METER (0.5 FT) SOUTHEAST OF A FENCE,
 QB0299'PROJECTS 20 CM ABOVE THE GROUND.  STAMPING IS 2123 H 1903 2131.187.
 QB0299'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 QB0299'THE MARK IS 0.8 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0300 ***********************************************************************
 QB0300  DESIGNATION -  2123 RM 1
 QB0300  PID         -  QB0300
 QB0300  STATE/COUNTY-  ID/PAYETTE
 QB0300  USGS QUAD   -  WEISER SOUTH (1951)
 QB0300
 QB0300                         *CURRENT SURVEY CONTROL
 QB0300  ___________________________________________________________________
 QB0300* NAD 83(1986)-  44 07 53.     (N)    116 54 20.     (W)     SCALED    
 QB0300* NAVD 88     -       650.22   (meters)    2133.3    (feet)  RESET     
 QB0300  ___________________________________________________________________
 QB0300  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 QB0300
 QB0300  VERT ORDER  -  THIRD
 QB0300
 QB0300.The horizontal coordinates were scaled from a topographic map and have
 QB0300.an estimated accuracy of +/- 6 seconds.
 QB0300
 QB0300.The orthometric height was computed from unverified reset data.
 QB0300.No vertical observational check was made to the station.
 QB0300
 QB0300.The geoid height was determined by GEOID03.
 QB0300
 QB0300;                    North         East    Units  Estimated Accuracy
 QB0300;SPC ID W     -   274,440.      707,530.      MT  (+/- 180 meters Scaled)
 QB0300
 QB0300                          SUPERSEDED SURVEY CONTROL
 QB0300
 QB0300  NGVD 29 (03/27/06)  649.25   (m)         2130.1    (f) RESET       3  
 QB0300
 QB0300.Superseded values are not recommended for survey control.
 QB0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0300.See file dsdata.txt to determine how the superseded data were derived.
 QB0300
 QB0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ075864(NAD 83)
 QB0300_MARKER: DR = REFERENCE MARK DISK
 QB0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0300_STAMPING: 2123 USGS NO 1 1945
 QB0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0300
 QB0300  HISTORY     - Date     Condition        Report By
 QB0300  HISTORY     - 1945     MONUMENTED       CGS
 QB0300  HISTORY     - 1973     GOOD             NGS
 QB0300
 QB0300                          STATION DESCRIPTION
 QB0300
 QB0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QB0300'4 MI N FROM PAYETTE.
 QB0300'REACHED FROM THE PAYETTE POST OFFICE GO EAST ON CENTER AVENUE FOR 0.5
 QB0300'MILE TO U.S. HIGHWAYS 30N, AND 95, TURN LEFT, AND GO NORTH ON THE
 QB0300'HIGHWAY FOR 4.2 MILES TO A CROSSROAD, TURN LEFT, AND GO WEST FOR 0.1
 QB0300'MILE TO THE RAILROAD TRACKS, AND THE END OF TRUCK TRAVEL.  HIKE SOUTH
 QB0300'ON THE WEST SIDE OF THE TRACKS FOR 300 FEET TO THE BENCH MARK ON THE
 QB0300'RIGHT, BETWEEN THE SECOND, AND THIRD TELEPHONE POLES SOUTH OF THE
 QB0300'CROSSING.  IT IS A STANDARD REFERENCE MARK DISK BRAZED TO A 2-INCH
 QB0300'PIPE THAT PROJECTS 1 INCH, 47 FEET WEST OF THE NEAREST RAIL, 16 FEET
 QB0300'WEST-NORTHWEST OF A TELEPHONE POLE, AND 1 FOOT EAST OF THE
 QB0300'RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0301 ***********************************************************************
 QB0301  DESIGNATION -  2123 RM 2
 QB0301  PID         -  QB0301
 QB0301  STATE/COUNTY-  ID/PAYETTE
 QB0301  USGS QUAD   -  WEISER SOUTH (1951)
 QB0301
 QB0301                         *CURRENT SURVEY CONTROL
 QB0301  ___________________________________________________________________
 QB0301* NAD 83(1986)-  44 07 52.     (N)    116 54 20.     (W)     SCALED    
 QB0301* NAVD 88     -       650.13   (meters)    2133.0    (feet)  RESET     
 QB0301  ___________________________________________________________________
 QB0301  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 QB0301
 QB0301  VERT ORDER  -  THIRD
 QB0301
 QB0301.The horizontal coordinates were scaled from a topographic map and have
 QB0301.an estimated accuracy of +/- 6 seconds.
 QB0301
 QB0301.The orthometric height was computed from unverified reset data.
 QB0301.No vertical observational check was made to the station.
 QB0301
 QB0301.The geoid height was determined by GEOID03.
 QB0301
 QB0301;                    North         East    Units  Estimated Accuracy
 QB0301;SPC ID W     -   274,410.      707,530.      MT  (+/- 180 meters Scaled)
 QB0301
 QB0301                          SUPERSEDED SURVEY CONTROL
 QB0301
 QB0301  NGVD 29 (03/27/06)  649.16   (m)         2129.8    (f) RESET       3  
 QB0301
 QB0301.Superseded values are not recommended for survey control.
 QB0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0301.See file dsdata.txt to determine how the superseded data were derived.
 QB0301
 QB0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ075864(NAD 83)
 QB0301_MARKER: DR = REFERENCE MARK DISK
 QB0301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0301_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0301_STAMPING: 2123 USGS NO 2 1945
 QB0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0301
 QB0301  HISTORY     - Date     Condition        Report By
 QB0301  HISTORY     - 1945     MONUMENTED       CGS
 QB0301  HISTORY     - 1973     GOOD             NGS
 QB0301
 QB0301                          STATION DESCRIPTION
 QB0301
 QB0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QB0301'4 MI N FROM PAYETTE.
 QB0301'REACHED FROM THE PAYETTE POST OFFICE GO EAST ON CENTER AVENUE FOR 0.5
 QB0301'MILE TO U.S. HIGHWAYS 30N, AND 95, TURN LEFT, AND GO NORTH ON THE
 QB0301'HIGHWAY FOR 4.2 MILES TO A CROSSROAD, TURN LEFT, AND GO WEST FOR 0.1
 QB0301'MILE TO THE RAILROAD CROSSING, AND THE END OF TRUCK TRAVEL.  HIKE
 QB0301'SOUTH ON THE WEST SIDE OF THE TRACKS FOR 400 FEET TO THE BENCH MARK. A
 QB0301'STANDARD REFERENCE MARK DISK BRAZED TO A 2-INCH PIPE THAT PROJECTS 5
 QB0301'INCHES, 47 FEET WEST OF THE NEAREST RAIL, 20 FEET NORTHWEST OF A
 QB0301'TELEPHONE POLE, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0069 ***********************************************************************
 RA0069  DESIGNATION -  2126
 RA0069  PID         -  RA0069
 RA0069  STATE/COUNTY-  ID/IDAHO
 RA0069  USGS QUAD   -  GRANGEVILLE EAST (1995)
 RA0069
 RA0069                         *CURRENT SURVEY CONTROL
 RA0069  ___________________________________________________________________
 RA0069* NAD 83(1986)-  45 53 31.     (N)    116 02 37.     (W)     SCALED    
 RA0069* NAVD 88     -       650.096  (meters)    2132.86   (feet)  ADJUSTED  
 RA0069  ___________________________________________________________________
 RA0069  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 RA0069  DYNAMIC HT  -         649.989 (meters)    2132.51  (feet)  COMP
 RA0069  MODELED GRAV-     980,431.5   (mgal)                       NAVD 88
 RA0069
 RA0069  VERT ORDER  -  FIRST     CLASS II
 RA0069
 RA0069.The horizontal coordinates were scaled from a topographic map and have
 RA0069.an estimated accuracy of +/- 6 seconds.
 RA0069
 RA0069.The orthometric height was determined by differential leveling
 RA0069.and adjusted by the National Geodetic Survey in June 1991..
 RA0069
 RA0069.The geoid height was determined by GEOID03.
 RA0069
 RA0069.The dynamic height is computed by dividing the NAVD 88
 RA0069.geopotential number by the normal gravity value computed on the
 RA0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0069.degrees latitude (g = 980.6199 gals.).
 RA0069
 RA0069.The modeled gravity was interpolated from observed gravity values.
 RA0069
 RA0069;                    North         East    Units  Estimated Accuracy
 RA0069;SPC ID W     -   469,470.      777,210.      MT  (+/- 180 meters Scaled)
 RA0069
 RA0069                          SUPERSEDED SURVEY CONTROL
 RA0069
 RA0069  NGVD 29 (??/??/92)  649.07   (m)         2129.5    (f) COMPUTED    1 2
 RA0069
 RA0069.Superseded values are not recommended for survey control.
 RA0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0069.See file dsdata.txt to determine how the superseded data were derived.
 RA0069
 RA0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL741824(NAD 83)
 RA0069_MARKER: N = NAIL
 RA0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0069_SP_SET: TREE
 RA0069_STAMPING: USBM 1930 2126
 RA0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0069
 RA0069  HISTORY     - Date     Condition        Report By
 RA0069  HISTORY     - 1930     MONUMENTED       USGS
 RA0069  HISTORY     - 1945     GOOD             NGS
 RA0069  HISTORY     - 1965     GOOD             NGS
 RA0069  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0069
 RA0069                          STATION DESCRIPTION
 RA0069
 RA0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0069'7.2 MI SE FROM MOUNT IDAHO.
 RA0069'ALONG MOUNT IDAHO SECTION OF CONNER - GRANGEVILLE ROAD, 7.2 MILES
 RA0069'SOUTHEAST OF THE GRANGE HALL AT MOUNT IDAHO, 0.55 MILE NORTHWEST OF
 RA0069'STEEL BRIDGE OVER SOUTH FORK OF CLEARWATER RIVER, AT SWITCHBACK CURVE
 RA0069'THROUGH RAVINE AT CROSSING OF SMALL STREAM, 55.0 FEET WEST OF
 RA0069'CENTERLINE OF ROAD, ABOUT 15 FEET SOUTH OF CENTER OF STREAM, NAIL
 RA0069'DRIVEN IN NORTHEAST SIDE OF A 2 1/2 FOOT FIR TREE ABOUT 7 FEET ABOVE
 RA0069'ROAD.  NOTE-- NAIL IN ROOT OF 30 INCHES FIR TREE, APPROX. 300 FEET LT.
 RA0069'OF CENTER LINE OF NEW MOUNT IDAHO ROAD.  (STA. 24+50), ALSO ON THE LT.
 RA0069'SIDE OF OLD ROAD AND 7 FEET ABOVE OLD ROADBED.
 RA0069
 RA0069                          STATION RECOVERY (1965)
 RA0069
 RA0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 RA0069'RECOVERED IN GOOD CONDITION.
 RA0069
 RA0069                          STATION RECOVERY (1982)
 RA0069
 RA0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0069'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0445 ***********************************************************************
 SV0445  DESIGNATION -  2136
 SV0445  PID         -  SV0445
 SV0445  STATE/COUNTY-  ID/KOOTENAI
 SV0445  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0445
 SV0445                         *CURRENT SURVEY CONTROL
 SV0445  ___________________________________________________________________
 SV0445* NAD 83(1986)-  47 37 26.     (N)    116 39 01.     (W)     SCALED    
 SV0445* NAVD 88     -       651.744  (meters)    2138.26   (feet)  ADJUSTED  
 SV0445  ___________________________________________________________________
 SV0445  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 SV0445  DYNAMIC HT  -         651.761 (meters)    2138.32  (feet)  COMP
 SV0445  MODELED GRAV-     980,618.7   (mgal)                       NAVD 88
 SV0445
 SV0445  VERT ORDER  -  SECOND    CLASS 0
 SV0445
 SV0445.The horizontal coordinates were scaled from a topographic map and have
 SV0445.an estimated accuracy of +/- 6 seconds.
 SV0445
 SV0445.The orthometric height was determined by differential leveling
 SV0445.and adjusted by the National Geodetic Survey in June 1991..
 SV0445
 SV0445.The geoid height was determined by GEOID03.
 SV0445
 SV0445.The dynamic height is computed by dividing the NAVD 88
 SV0445.geopotential number by the normal gravity value computed on the
 SV0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0445.degrees latitude (g = 980.6199 gals.).
 SV0445
 SV0445.The modeled gravity was interpolated from observed gravity values.
 SV0445
 SV0445;                    North         East    Units  Estimated Accuracy
 SV0445;SPC ID W     -   662,340.      732,330.      MT  (+/- 180 meters Scaled)
 SV0445
 SV0445                          SUPERSEDED SURVEY CONTROL
 SV0445
 SV0445  NGVD 29 (??/??/92)  650.613  (m)         2134.55   (f) ADJ UNCH    2 0
 SV0445
 SV0445.Superseded values are not recommended for survey control.
 SV0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0445.See file dsdata.txt to determine how the superseded data were derived.
 SV0445
 SV0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN262745(NAD 83)
 SV0445_MARKER: DD = SURVEY DISK
 SV0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0445_STAMPING: POT 1476 - 18 RW 60 FT SET AT 75 FT B.M. 2136 73
 SV0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0445+STABILITY: SURFACE MOTION
 SV0445
 SV0445  HISTORY     - Date     Condition        Report By
 SV0445  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0445  HISTORY     - 1958     GOOD             NGS
 SV0445
 SV0445                          STATION DESCRIPTION
 SV0445
 SV0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0445'8.8 MI E FROM COEUR DALENE.
 SV0445'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR D ALENE,
 SV0445'THENCE 8.7 MILES EAST ALONG U.S. HIGHWAY 10, AT THE JUNCTION OF U.S.
 SV0445'HIGHWAY 95 ALT. 0.2 MILE SOUTHEAST OF FISH INN ON OLD U.S. HIGHWAY 10,
 SV0445'AT THE NORTH EDGE OF WOLF LODGE BAY, 0.15 MILE NORTHEAST OF CONCRETE
 SV0445'BRIDGE OVER WOLF LODGE BAY, 160.0 FEET SOUTHWEST OF THE CENTERLINE OF
 SV0445'THE HIGHWAY, 71.0 FEET SOUTHEAST OF THE CENTERLINE OF 95 ALT., SET IN
 SV0445'TOP OF A 5 X 5 CONCRETE POST PROJECTING 6 INCHES AND 1 FOOT LOWER THAN
 SV0445'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0212 ***********************************************************************
 QB0212  DESIGNATION -  2136 W
 QB0212  PID         -  QB0212
 QB0212  STATE/COUNTY-  ID/WASHINGTON
 QB0212  USGS QUAD   -  WEISER SOUTH (1951)
 QB0212
 QB0212                         *CURRENT SURVEY CONTROL
 QB0212  ___________________________________________________________________
 QB0212* NAD 83(1986)-  44 14 10.     (N)    116 53 28.     (W)     SCALED    
 QB0212* NAVD 88     -       652.206  (meters)    2139.78   (feet)  ADJUSTED  
 QB0212  ___________________________________________________________________
 QB0212  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 QB0212  DYNAMIC HT  -         652.029 (meters)    2139.20  (feet)  COMP
 QB0212  MODELED GRAV-     980,327.0   (mgal)                       NAVD 88
 QB0212
 QB0212  VERT ORDER  -  SECOND    CLASS 0
 QB0212
 QB0212.The horizontal coordinates were scaled from a topographic map and have
 QB0212.an estimated accuracy of +/- 6 seconds.
 QB0212
 QB0212.The orthometric height was determined by differential leveling
 QB0212.and adjusted by the National Geodetic Survey in June 1991..
 QB0212
 QB0212.The geoid height was determined by GEOID03.
 QB0212
 QB0212.The dynamic height is computed by dividing the NAVD 88
 QB0212.geopotential number by the normal gravity value computed on the
 QB0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0212.degrees latitude (g = 980.6199 gals.).
 QB0212
 QB0212.The modeled gravity was interpolated from observed gravity values.
 QB0212
 QB0212;                    North         East    Units  Estimated Accuracy
 QB0212;SPC ID W     -   286,060.      708,850.      MT  (+/- 180 meters Scaled)
 QB0212
 QB0212                          SUPERSEDED SURVEY CONTROL
 QB0212
 QB0212  NGVD 29 (??/??/92)  651.231  (m)         2136.58   (f) ADJ UNCH    2 0
 QB0212
 QB0212.Superseded values are not recommended for survey control.
 QB0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0212.See file dsdata.txt to determine how the superseded data were derived.
 QB0212
 QB0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ086981(NAD 83)
 QB0212_MARKER: P = PIPE CAP
 QB0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0212_STAMPING: 2136 W
 QB0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0212
 QB0212  HISTORY     - Date     Condition        Report By
 QB0212  HISTORY     - UNK      MONUMENTED       USGS
 QB0212  HISTORY     - 1935     GOOD             NGS
 QB0212
 QB0212                          STATION DESCRIPTION
 QB0212
 QB0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0212'3.6 MI E FROM WEISER.
 QB0212'ABOUT 3.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE COUNTY
 QB0212'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 54 FEET NORTH OF
 QB0212'MILEPOST 4, ABOUT 300 YARDS EAST OF THE W. R. PARKER RESIDENCE, ABOUT
 QB0212'80 YARDS NORTHWEST OF A GROVE OF WILLOW TREES, ABOUT 57 FEET WEST OF
 QB0212'POLE 99, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 1 FOOT
 QB0212'SOUTH OF THE WIRE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 QB0212'CAP, STAMPED 2136 W AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0514 ***********************************************************************
 SV0514  DESIGNATION -  2137160
 SV0514  PID         -  SV0514
 SV0514  STATE/COUNTY-  ID/KOOTENAI
 SV0514  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0514
 SV0514                         *CURRENT SURVEY CONTROL
 SV0514  ___________________________________________________________________
 SV0514* NAD 83(1986)-  47 36 47.     (N)    116 40 43.     (W)     SCALED    
 SV0514* NAVD 88     -       651.886  (meters)    2138.73   (feet)  ADJUSTED  
 SV0514  ___________________________________________________________________
 SV0514  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 SV0514  DYNAMIC HT  -         651.892 (meters)    2138.75  (feet)  COMP
 SV0514  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 SV0514
 SV0514  VERT ORDER  -  SECOND    CLASS 0
 SV0514
 SV0514.The horizontal coordinates were scaled from a topographic map and have
 SV0514.an estimated accuracy of +/- 6 seconds.
 SV0514
 SV0514.The orthometric height was determined by differential leveling
 SV0514.and adjusted by the National Geodetic Survey in June 1991..
 SV0514
 SV0514.The geoid height was determined by GEOID03.
 SV0514
 SV0514.The dynamic height is computed by dividing the NAVD 88
 SV0514.geopotential number by the normal gravity value computed on the
 SV0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0514.degrees latitude (g = 980.6199 gals.).
 SV0514
 SV0514.The modeled gravity was interpolated from observed gravity values.
 SV0514
 SV0514;                    North         East    Units  Estimated Accuracy
 SV0514;SPC ID W     -   661,170.      730,190.      MT  (+/- 180 meters Scaled)
 SV0514
 SV0514                          SUPERSEDED SURVEY CONTROL
 SV0514
 SV0514  NGVD 29 (??/??/92)  650.748  (m)         2135.00   (f) ADJ UNCH    2 0
 SV0514
 SV0514.Superseded values are not recommended for survey control.
 SV0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0514.See file dsdata.txt to determine how the superseded data were derived.
 SV0514
 SV0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN241733(NAD 83)
 SV0514_MARKER: DD = SURVEY DISK
 SV0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0514_STAMPING: POT 1348+476 25 FT BM 213716
 SV0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0514+STABILITY: SURFACE MOTION
 SV0514
 SV0514  HISTORY     - Date     Condition        Report By
 SV0514  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0514  HISTORY     - 1952     GOOD             NGS
 SV0514  HISTORY     - 1976     POOR             USGS
 SV0514
 SV0514                          STATION DESCRIPTION
 SV0514
 SV0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0514'11.1 MI SE FROM COEUR DALENE.
 SV0514'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURT HOUSE AT
 SV0514'COEUR DALENE, THENCE 2.3 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0514'ALTERNATE, 175 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE OVER
 SV0514'BEAUTY CREEK, 62 FEET WEST OF THE CENTER OF THE Y JUNCTION OF A ROAD
 SV0514'LEADING EAST, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.0
 SV0514'FEET NORTHWEST OF A CONCRETE POST PROJECTING 3 FEET ABOVE THE GROUND
 SV0514'AND MARKED FA 29-H (1) F 27, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 SV0514'THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 SV0514
 SV0514                          STATION RECOVERY (1976)
 SV0514
 SV0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0514'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0271 ***********************************************************************
 SV0271  DESIGNATION -  2137.78
 SV0271  PID         -  SV0271
 SV0271  STATE/COUNTY-  ID/BENEWAH
 SV0271  USGS QUAD   -  CHATCOLET (1981)
 SV0271
 SV0271                         *CURRENT SURVEY CONTROL
 SV0271  ___________________________________________________________________
 SV0271* NAD 83(1986)-  47 22 20.     (N)    116 45 49.     (W)     SCALED    
 SV0271* NAVD 88     -       651.53   (+/-2cm)    2137.6    (feet)  VERTCON   
 SV0271  ___________________________________________________________________
 SV0271  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 SV0271
 SV0271  VERT ORDER  -  ? (See Below)
 SV0271
 SV0271.The horizontal coordinates were scaled from a topographic map and have
 SV0271.an estimated accuracy of +/- 6 seconds.
 SV0271
 SV0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV0271.The vertical order pertains to the NGVD 29 superseded value.
 SV0271
 SV0271.The geoid height was determined by GEOID03.
 SV0271
 SV0271;                    North         East    Units  Estimated Accuracy
 SV0271;SPC ID W     -   634,470.      723,450.      MT  (+/- 180 meters Scaled)
 SV0271
 SV0271                          SUPERSEDED SURVEY CONTROL
 SV0271
 SV0271  NGVD 29 (??/??/92)  650.391  (m)         2133.82   (f) ADJ UNCH    ?  
 SV0271
 SV0271.Superseded values are not recommended for survey control.
 SV0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0271.See file dsdata.txt to determine how the superseded data were derived.
 SV0271
 SV0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN178465(NAD 83)
 SV0271_MARKER: R = RIVET
 SV0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0271_SP_SET: BASE
 SV0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0271
 SV0271  HISTORY     - Date     Condition        Report By
 SV0271  HISTORY     - UNK      MONUMENTED       LOCENG
 SV0271  HISTORY     - 1952     GOOD             NGS
 SV0271  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 SV0271
 SV0271                          STATION DESCRIPTION
 SV0271
 SV0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0271'IN CHATCOLET.
 SV0271'AT CHATCOLET, BENEWAH COUNTY, ABOUT 180 FEET SOUTH OF THE POST OFFICE
 SV0271'AND THE OLD OREGON-WASHINGTON RAILROAD AND NAVIGATION CO. RAILROAD
 SV0271'STATION SIGN, AT A STEEL WATER TOWER, IN THE TOP OF THE NORTHEAST
 SV0271'BASE, AND 10.4 FEET WEST OF THE CENTERLINE OF THE TRACK.  AN IRON
 SV0271'RIVET.
 SV0271
 SV0271                          STATION RECOVERY (1974)
 SV0271
 SV0271'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 SV0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0306 ***********************************************************************
 QB0306  DESIGNATION -  2139 H 2
 QB0306  PID         -  QB0306
 QB0306  STATE/COUNTY-  ID/PAYETTE
 QB0306  USGS QUAD   -  PAYETTE (1974)
 QB0306
 QB0306                         *CURRENT SURVEY CONTROL
 QB0306  ___________________________________________________________________
 QB0306* NAD 83(1986)-  44 05 26.     (N)    116 55 45.     (W)     SCALED    
 QB0306* NAVD 88     -       655.154  (meters)    2149.45   (feet)  ADJUSTED  
 QB0306  ___________________________________________________________________
 QB0306  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 QB0306  DYNAMIC HT  -         654.964 (meters)    2148.83  (feet)  COMP
 QB0306  MODELED GRAV-     980,308.1   (mgal)                       NAVD 88
 QB0306
 QB0306  VERT ORDER  -  FIRST     CLASS II
 QB0306
 QB0306.The horizontal coordinates were scaled from a topographic map and have
 QB0306.an estimated accuracy of +/- 6 seconds.
 QB0306
 QB0306.The orthometric height was determined by differential leveling
 QB0306.and adjusted by the National Geodetic Survey in June 1991..
 QB0306
 QB0306.The geoid height was determined by GEOID03.
 QB0306
 QB0306.The dynamic height is computed by dividing the NAVD 88
 QB0306.geopotential number by the normal gravity value computed on the
 QB0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0306.degrees latitude (g = 980.6199 gals.).
 QB0306
 QB0306.The modeled gravity was interpolated from observed gravity values.
 QB0306
 QB0306;                    North         East    Units  Estimated Accuracy
 QB0306;SPC ID W     -   269,930.      705,570.      MT  (+/- 180 meters Scaled)
 QB0306
 QB0306                          SUPERSEDED SURVEY CONTROL
 QB0306
 QB0306  NGVD 29 (??/??/92)  654.181  (m)         2146.26   (f) ADJ UNCH    1 2
 QB0306
 QB0306.Superseded values are not recommended for survey control.
 QB0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0306.See file dsdata.txt to determine how the superseded data were derived.
 QB0306
 QB0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ056819(NAD 83)
 QB0306_MARKER: DD = SURVEY DISK
 QB0306_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0306_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0306_STAMPING: 2139 H 1903
 QB0306_MARK LOGO: USGS  
 QB0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0306
 QB0306  HISTORY     - Date     Condition        Report By
 QB0306  HISTORY     - 1903     MONUMENTED       USGS
 QB0306  HISTORY     - 1934     GOOD             NGS
 QB0306  HISTORY     - 1983     GOOD             NGS
 QB0306
 QB0306                          STATION DESCRIPTION
 QB0306
 QB0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QB0306'1.0 MI N FROM PAYETTE.
 QB0306'ABOUT 1.0 MILE NORTH ALONG THE OREGON SHORT LINE RR FROM PAYETTE,
 QB0306'PAYETTE COUNTY, IDAHO, 6 1/2 POLES SOUTH OF MILE POLE 504, ABOUT 370
 QB0306'FEET NORTH OF A CONCRETE INVERTED SIPHON AT MILE MARKER 503.74, 56
 QB0306'FEET SOUTHWEST FROM THE WEST END OF A CORRUGATED IRON CULVERT AT MILE
 QB0306'MARKER 503.81, 49 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 6 FEET
 QB0306'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD USGS DISK, STAMPED 2139 H
 QB0306'1903, RIVETED ON TOP OF A 3 INCH IRON PIPE, ENCASED IN CONCRETE, AND 8
 QB0306'INCHES ABOVE THE GROUND.
 QB0306
 QB0306                          STATION RECOVERY (1983)
 QB0306
 QB0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0306'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.45 KM
 QB0306'(0.9 MI) NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QB0306'IN PAYETTE, 1.05 KM (0.65 MI) NORTHEAST OF THE CROSSING OF LOVERS
 QB0306'LANE, 0.15 KM (0.1 MI) NORTHEAST OF A CANAL SIPHON, 9.7 METERS (32 FT)
 QB0306'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST ONE OF TWO TRACKS,
 QB0306'3.5 METERS (11.5 FT) WEST OF THE 8TH TELEGRAPH POLE SOUTHWEST OF
 QB0306'MILEPOLE 504, 0.15 METER (0.5 FT) SOUTHEAST OF A FENCE, PROJECTS 20 CM
 QB0306'ABOVE THE GROUND.  STAMPING IS 2139 H 1903 2146.764.
 QB0306'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 QB0306'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0320 ***********************************************************************
 SV0320  DESIGNATION -  2143
 SV0320  PID         -  SV0320
 SV0320  STATE/COUNTY-  ID/BENEWAH
 SV0320  USGS QUAD   -  ST MARIES (1995)
 SV0320
 SV0320                         *CURRENT SURVEY CONTROL
 SV0320  ___________________________________________________________________
 SV0320* NAD 83(1986)-  47 16 10.     (N)    116 35 51.     (W)     SCALED    
 SV0320* NAVD 88     -       652.969  (meters)    2142.28   (feet)  ADJUSTED  
 SV0320  ___________________________________________________________________
 SV0320  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 SV0320  DYNAMIC HT  -         652.954 (meters)    2142.23  (feet)  COMP
 SV0320  MODELED GRAV-     980,570.5   (mgal)                       NAVD 88
 SV0320
 SV0320  VERT ORDER  -  SECOND    CLASS 0
 SV0320
 SV0320.The horizontal coordinates were scaled from a topographic map and have
 SV0320.an estimated accuracy of +/- 6 seconds.
 SV0320
 SV0320.The orthometric height was determined by differential leveling
 SV0320.and adjusted by the National Geodetic Survey in June 1991..
 SV0320
 SV0320.The geoid height was determined by GEOID03.
 SV0320
 SV0320.The dynamic height is computed by dividing the NAVD 88
 SV0320.geopotential number by the normal gravity value computed on the
 SV0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0320.degrees latitude (g = 980.6199 gals.).
 SV0320
 SV0320.The modeled gravity was interpolated from observed gravity values.
 SV0320
 SV0320;                    North         East    Units  Estimated Accuracy
 SV0320;SPC ID W     -   622,900.      735,870.      MT  (+/- 180 meters Scaled)
 SV0320
 SV0320                          SUPERSEDED SURVEY CONTROL
 SV0320
 SV0320  NGVD 29 (??/??/92)  651.853  (m)         2138.62   (f) ADJ UNCH    2 0
 SV0320
 SV0320.Superseded values are not recommended for survey control.
 SV0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0320.See file dsdata.txt to determine how the superseded data were derived.
 SV0320
 SV0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN304351(NAD 83)
 SV0320_MARKER: DD = SURVEY DISK
 SV0320_SETTING: 80 = SET IN A BOULDER
 SV0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0320+STABILITY: SURFACE MOTION
 SV0320
 SV0320  HISTORY     - Date     Condition        Report By
 SV0320  HISTORY     - UNK      MONUMENTED       USGS
 SV0320  HISTORY     - 1935     GOOD             NGS
 SV0320
 SV0320                          STATION DESCRIPTION
 SV0320
 SV0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0320'5.1 MI S FROM ST MARIES.
 SV0320'5.1 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  0.1 MILE
 SV0320'SOUTH OF MILEPOST 5.  18.4 FEET NORTH OF NORTH END OF BASALT LEDGE
 SV0320'ROCK.  ABOUT 25 FT. HIGH.  15.5 FEET SOUTHWEST OF CENTERLINE OF
 SV0320'RAILROAD CROSSING.  9.7 FEET WEST OF CENTERLINE OF RAILROAD.  HIGH
 SV0320'PLACE ON 3 X 3 FT. ROCK BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0158 ***********************************************************************
 SV0158  DESIGNATION -  2143 S
 SV0158  PID         -  SV0158
 SV0158  STATE/COUNTY-  ID/KOOTENAI
 SV0158  USGS QUAD   -  CATALDO (1996)
 SV0158
 SV0158                         *CURRENT SURVEY CONTROL
 SV0158  ___________________________________________________________________
 SV0158* NAD 83(1986)-  47 32 52.     (N)    116 19 49.     (W)     SCALED    
 SV0158* NAVD 88     -       653.395  (meters)    2143.68   (feet)  ADJUSTED  
 SV0158  ___________________________________________________________________
 SV0158  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 SV0158  DYNAMIC HT  -         653.402 (meters)    2143.70  (feet)  COMP
 SV0158  MODELED GRAV-     980,603.0   (mgal)                       NAVD 88
 SV0158
 SV0158  VERT ORDER  -  SECOND    CLASS 0
 SV0158
 SV0158.The horizontal coordinates were scaled from a topographic map and have
 SV0158.an estimated accuracy of +/- 6 seconds.
 SV0158
 SV0158.The orthometric height was determined by differential leveling
 SV0158.and adjusted by the National Geodetic Survey in June 1991..
 SV0158
 SV0158.The geoid height was determined by GEOID03.
 SV0158
 SV0158.The dynamic height is computed by dividing the NAVD 88
 SV0158.geopotential number by the normal gravity value computed on the
 SV0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0158.degrees latitude (g = 980.6199 gals.).
 SV0158
 SV0158.The modeled gravity was interpolated from observed gravity values.
 SV0158
 SV0158;                    North         East    Units  Estimated Accuracy
 SV0158;SPC ID W     -   653,650.      756,320.      MT  (+/- 180 meters Scaled)
 SV0158
 SV0158                          SUPERSEDED SURVEY CONTROL
 SV0158
 SV0158  NGVD 29 (??/??/92)  652.289  (m)         2140.05   (f) ADJ UNCH    2 0
 SV0158
 SV0158.Superseded values are not recommended for survey control.
 SV0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0158.See file dsdata.txt to determine how the superseded data were derived.
 SV0158
 SV0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN503662(NAD 83)
 SV0158_MARKER: P = PIPE CAP
 SV0158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0158_STAMPING: 2143 S
 SV0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0158
 SV0158  HISTORY     - Date     Condition        Report By
 SV0158  HISTORY     - UNK      MONUMENTED       USGS
 SV0158  HISTORY     - 1959     MARK NOT FOUND   NGS
 SV0158
 SV0158                          STATION DESCRIPTION
 SV0158
 SV0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SV0158'IN CATALDO.
 SV0158'AT CATALDO, 0.2 MILE SOUTHWEST OF THE OLD OREGON-WASHINGTON RAILROAD
 SV0158'AND NAVIGATION CO. RAILROAD STATION, 408 FEET SOUTH OF THE CROSSING OF
 SV0158'U.S. HIGHWAY 10, 33 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 30
 SV0158'FEET NORTHWEST OF THE CENTERLINE OF THE NORTHEAST-AND-SOUTHWEST ROAD,
 SV0158'1.7 FEET SOUTH OF THE SOUTH SIDE OF A SECTIONHOUSE, AND ABOUT 1-1/2
 SV0158'FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 SV0158'CAP, STAMPED 2143 S AND RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0152 ***********************************************************************
 SV0152  DESIGNATION -  2152
 SV0152  PID         -  SV0152
 SV0152  STATE/COUNTY-  ID/KOOTENAI
 SV0152  USGS QUAD   -  CATALDO (1996)
 SV0152
 SV0152                         *CURRENT SURVEY CONTROL
 SV0152  ___________________________________________________________________
 SV0152* NAD 83(1986)-  47 32 52.     (N)    116 20 03.     (W)     SCALED    
 SV0152* NAVD 88     -       657.079  (meters)    2155.77   (feet)  ADJUSTED  
 SV0152  ___________________________________________________________________
 SV0152  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 SV0152  DYNAMIC HT  -         657.087 (meters)    2155.79  (feet)  COMP
 SV0152  MODELED GRAV-     980,603.7   (mgal)                       NAVD 88
 SV0152
 SV0152  VERT ORDER  -  SECOND    CLASS 0
 SV0152
 SV0152.The horizontal coordinates were scaled from a topographic map and have
 SV0152.an estimated accuracy of +/- 6 seconds.
 SV0152
 SV0152.The orthometric height was determined by differential leveling
 SV0152.and adjusted by the National Geodetic Survey in June 1991..
 SV0152
 SV0152.The geoid height was determined by GEOID03.
 SV0152
 SV0152.The dynamic height is computed by dividing the NAVD 88
 SV0152.geopotential number by the normal gravity value computed on the
 SV0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0152.degrees latitude (g = 980.6199 gals.).
 SV0152
 SV0152.The modeled gravity was interpolated from observed gravity values.
 SV0152
 SV0152;                    North         East    Units  Estimated Accuracy
 SV0152;SPC ID W     -   653,660.      756,030.      MT  (+/- 180 meters Scaled)
 SV0152
 SV0152                          SUPERSEDED SURVEY CONTROL
 SV0152
 SV0152  NGVD 29 (??/??/92)  655.961  (m)         2152.10   (f) ADJ UNCH    2 0
 SV0152
 SV0152.Superseded values are not recommended for survey control.
 SV0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0152.See file dsdata.txt to determine how the superseded data were derived.
 SV0152
 SV0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN501662(NAD 83)
 SV0152_MARKER: DD = SURVEY DISK
 SV0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0152_SP_SET: ABUTMENT
 SV0152_STAMPING: BM 32 2154.98
 SV0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0152
 SV0152  HISTORY     - Date     Condition        Report By
 SV0152  HISTORY     - UNK      MONUMENTED       BPR
 SV0152  HISTORY     - 1959     GOOD             NGS
 SV0152
 SV0152                          STATION DESCRIPTION
 SV0152
 SV0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SV0152'0.25 MI NW FROM CATALDO.
 SV0152'ABOUT 0.25 MILE NORTHWEST ALONG U. S. HIGHWAY 10 FROM THE CROSSING OF
 SV0152'THE OREGON WASHINGTON RAILROAD AT CATALDO, AT A LARGE STEEL TRUSS
 SV0152'BRIDGE OVER COEUR DALENE RIVER, IN THE TOP OF THE SOUTHEAST END OF THE
 SV0152'NORTHEAST CONCRETE ABUTMENT, 13 1/2 FEET SOUTHEAST OF THE CENTER LINE
 SV0152'OF THE HIGHWAY, 0.4 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 SV0152'ABUTMENT, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0418 ***********************************************************************
 SV0418  DESIGNATION -  2157
 SV0418  PID         -  SV0418
 SV0418  STATE/COUNTY-  ID/KOOTENAI
 SV0418  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0418
 SV0418                         *CURRENT SURVEY CONTROL
 SV0418  ___________________________________________________________________
 SV0418* NAD 83(1986)-  47 40 25.     (N)    116 46 53.     (W)     SCALED    
 SV0418* NAVD 88     -       657.808  (meters)    2158.16   (feet)  ADJUSTED  
 SV0418  ___________________________________________________________________
 SV0418  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 SV0418  DYNAMIC HT  -         657.834 (meters)    2158.24  (feet)  COMP
 SV0418  MODELED GRAV-     980,631.5   (mgal)                       NAVD 88
 SV0418
 SV0418  VERT ORDER  -  SECOND    CLASS 0
 SV0418
 SV0418.The horizontal coordinates were scaled from a topographic map and have
 SV0418.an estimated accuracy of +/- 6 seconds.
 SV0418
 SV0418.The orthometric height was determined by differential leveling
 SV0418.and adjusted by the National Geodetic Survey in June 1991..
 SV0418
 SV0418.The geoid height was determined by GEOID03.
 SV0418
 SV0418.The dynamic height is computed by dividing the NAVD 88
 SV0418.geopotential number by the normal gravity value computed on the
 SV0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0418.degrees latitude (g = 980.6199 gals.).
 SV0418
 SV0418.The modeled gravity was interpolated from observed gravity values.
 SV0418
 SV0418;                    North         East    Units  Estimated Accuracy
 SV0418;SPC ID W     -   668,000.      722,550.      MT  (+/- 180 meters Scaled)
 SV0418
 SV0418                          SUPERSEDED SURVEY CONTROL
 SV0418
 SV0418  NGVD 29 (??/??/92)  656.664  (m)         2154.41   (f) ADJ UNCH    2 0
 SV0418
 SV0418.Superseded values are not recommended for survey control.
 SV0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0418.See file dsdata.txt to determine how the superseded data were derived.
 SV0418
 SV0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN164800(NAD 83)
 SV0418_MARKER: DD = SURVEY DISK
 SV0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0418_SP_SET: WALL
 SV0418_STAMPING: 2157
 SV0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0418
 SV0418  HISTORY     - Date     Condition        Report By
 SV0418  HISTORY     - UNK      MONUMENTED       USGS
 SV0418  HISTORY     - 1958     GOOD             NGS
 SV0418  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0418
 SV0418                          STATION DESCRIPTION
 SV0418
 SV0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0418'IN COEUR DALENE.
 SV0418'AT COEUR DALENE, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 SV0418'SHERMAN AVENUE AND FOURTH STREET, SET VERTICALLY IN THE EAST BRICK
 SV0418'WALL OF THE IDAHO FIRST NATIONAL BANK BUILDING, 1.5 FEET NORTH OF THE
 SV0418'NORTHEAST END OF A CONCRETE DOOR FACING, 1.9 FEET ABOVE THE SIDEWALK,
 SV0418'AND 0.3 FOOT BACK FROM THE SURFACE OF THE CONCRETE WALL. NOTE-- (THE
 SV0418'BRICK WALL HAS BEEN COVERED WITH CONCRETE).
 SV0418
 SV0418                          STATION RECOVERY (1976)
 SV0418
 SV0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0215 ***********************************************************************
 QB0215  DESIGNATION -  2167
 QB0215  PID         -  QB0215
 QB0215  STATE/COUNTY-  ID/WASHINGTON
 QB0215  USGS QUAD   -  WEISER COVE (1952)
 QB0215
 QB0215                         *CURRENT SURVEY CONTROL
 QB0215  ___________________________________________________________________
 QB0215* NAD 83(1986)-  44 14 29.     (N)    116 50 02.     (W)     SCALED    
 QB0215* NAVD 88     -       661.580  (meters)    2170.53   (feet)  ADJUSTED  
 QB0215  ___________________________________________________________________
 QB0215  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 QB0215  DYNAMIC HT  -         661.396 (meters)    2169.93  (feet)  COMP
 QB0215  MODELED GRAV-     980,319.3   (mgal)                       NAVD 88
 QB0215
 QB0215  VERT ORDER  -  SECOND    CLASS 0
 QB0215
 QB0215.The horizontal coordinates were scaled from a topographic map and have
 QB0215.an estimated accuracy of +/- 6 seconds.
 QB0215
 QB0215.The orthometric height was determined by differential leveling
 QB0215.and adjusted by the National Geodetic Survey in June 1991..
 QB0215
 QB0215.The geoid height was determined by GEOID03.
 QB0215
 QB0215.The dynamic height is computed by dividing the NAVD 88
 QB0215.geopotential number by the normal gravity value computed on the
 QB0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0215.degrees latitude (g = 980.6199 gals.).
 QB0215
 QB0215.The modeled gravity was interpolated from observed gravity values.
 QB0215
 QB0215;                    North         East    Units  Estimated Accuracy
 QB0215;SPC ID W     -   286,580.      713,420.      MT  (+/- 180 meters Scaled)
 QB0215
 QB0215                          SUPERSEDED SURVEY CONTROL
 QB0215
 QB0215  NGVD 29 (??/??/92)  660.598  (m)         2167.31   (f) ADJ UNCH    2 0
 QB0215
 QB0215.Superseded values are not recommended for survey control.
 QB0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0215.See file dsdata.txt to determine how the superseded data were derived.
 QB0215
 QB0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ132986(NAD 83)
 QB0215_MARKER: P = PIPE CAP
 QB0215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0215_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0215_STAMPING: 2167 W
 QB0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0215
 QB0215  HISTORY     - Date     Condition        Report By
 QB0215  HISTORY     - UNK      MONUMENTED       USGS
 QB0215  HISTORY     - 1935     GOOD             NGS
 QB0215
 QB0215                          STATION DESCRIPTION
 QB0215
 QB0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0215'6.6 MI E FROM WEISER.
 QB0215'ABOUT 6.6 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0215'COURTHOUSE AT WEISER, WASHINGTON COUNTY, 51 FEET NORTH OF MILEPOST 7,
 QB0215'ABOUT 110 YARDS NORTHWEST OF THE T. J. LYLE RESIDENCE, ABOUT 135 FEET
 QB0215'WEST OF THE CENTER OF THE CROSSING OF THE UNION PACIFIC RAILROAD, 50
 QB0215'FEET WEST OF POLE 197, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 QB0215'AND 1 FOOT SOUTH OF THE WIRE FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 QB0215'STANDARD CAP, STAMPED 2167 W AND RIVETED ON THE TOP OF A 3-1/2-INCH
 QB0215'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0232 ***********************************************************************
 TO0232  DESIGNATION -  2167 T
 TO0232  PID         -  TO0232
 TO0232  STATE/COUNTY-  ID/BONNER
 TO0232  USGS QUAD   -  SAGLE (1968)
 TO0232
 TO0232                         *CURRENT SURVEY CONTROL
 TO0232  ___________________________________________________________________
 TO0232* NAD 83(1986)-  48 12 00.     (N)    116 33 05.     (W)     SCALED    
 TO0232* NAVD 88     -       660.648  (meters)    2167.48   (feet)  ADJUSTED  
 TO0232  ___________________________________________________________________
 TO0232  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 TO0232  DYNAMIC HT  -         660.691 (meters)    2167.62  (feet)  COMP
 TO0232  MODELED GRAV-     980,655.1   (mgal)                       NAVD 88
 TO0232
 TO0232  VERT ORDER  -  FIRST     CLASS II
 TO0232
 TO0232.The horizontal coordinates were scaled from a topographic map and have
 TO0232.an estimated accuracy of +/- 6 seconds.
 TO0232
 TO0232.The orthometric height was determined by differential leveling
 TO0232.and adjusted by the National Geodetic Survey in June 1991..
 TO0232.WARNING-Repeat measurements at this control monument indicate possible
 TO0232.vertical movement.
 TO0232
 TO0232.The geoid height was determined by GEOID03.
 TO0232
 TO0232.The dynamic height is computed by dividing the NAVD 88
 TO0232.geopotential number by the normal gravity value computed on the
 TO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0232.degrees latitude (g = 980.6199 gals.).
 TO0232
 TO0232.The modeled gravity was interpolated from observed gravity values.
 TO0232
 TO0232;                    North         East    Units  Estimated Accuracy
 TO0232;SPC ID W     -   726,320.      740,430.      MT  (+/- 180 meters Scaled)
 TO0232
 TO0232                          SUPERSEDED SURVEY CONTROL
 TO0232
 TO0232  NGVD 29 (??/??/92)  659.452  (m)         2163.55   (f) ADJ UNCH    1 2
 TO0232
 TO0232.Superseded values are not recommended for survey control.
 TO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0232.See file dsdata.txt to determine how the superseded data were derived.
 TO0232
 TO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP333386(NAD 83)
 TO0232_MARKER: P = PIPE CAP
 TO0232_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0232_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0232_STAMPING: 2167 T
 TO0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0232
 TO0232  HISTORY     - Date     Condition        Report By
 TO0232  HISTORY     - UNK      MONUMENTED       USGS
 TO0232  HISTORY     - 1944     POOR             NGS
 TO0232
 TO0232                          STATION DESCRIPTION
 TO0232
 TO0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0232'1.1 MI NE FROM ALGOMA.
 TO0232'1.1 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 TO0232'STATION AT ALGOMA, 0.2 MILE SOUTHWEST OF PUBLIC ROAD CROSSING AT
 TO0232'SAGLE, SET AT THE SOUTHWEST END OF A CUT, 22 FEET SOUTHEAST OF THE
 TO0232'SOUTHEAST RAIL OF TRACK.  A BRONZE BENCH MARK CAP RIVETED ON TOP OF A
 TO0232'3 1/2-INCH IRON PIPE AND PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0269 ***********************************************************************
 SV0269  DESIGNATION -  2178.46
 SV0269  PID         -  SV0269
 SV0269  STATE/COUNTY-  ID/BENEWAH
 SV0269  USGS QUAD   -  CHATCOLET (1981)
 SV0269
 SV0269                         *CURRENT SURVEY CONTROL
 SV0269  ___________________________________________________________________
 SV0269* NAD 83(1986)-  47 21 37.     (N)    116 46 48.     (W)     SCALED    
 SV0269* NAVD 88     -       663.945  (meters)    2178.29   (feet)  ADJUSTED  
 SV0269  ___________________________________________________________________
 SV0269  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 SV0269  DYNAMIC HT  -         663.919 (meters)    2178.21  (feet)  COMP
 SV0269  MODELED GRAV-     980,552.8   (mgal)                       NAVD 88
 SV0269
 SV0269  VERT ORDER  -  SECOND    CLASS 0
 SV0269
 SV0269.The horizontal coordinates were scaled from a topographic map and have
 SV0269.an estimated accuracy of +/- 6 seconds.
 SV0269
 SV0269.The orthometric height was determined by differential leveling
 SV0269.and adjusted by the National Geodetic Survey in June 1991..
 SV0269
 SV0269.The geoid height was determined by GEOID03.
 SV0269
 SV0269.The dynamic height is computed by dividing the NAVD 88
 SV0269.geopotential number by the normal gravity value computed on the
 SV0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0269.degrees latitude (g = 980.6199 gals.).
 SV0269
 SV0269.The modeled gravity was interpolated from observed gravity values.
 SV0269
 SV0269;                    North         East    Units  Estimated Accuracy
 SV0269;SPC ID W     -   633,160.      722,200.      MT  (+/- 180 meters Scaled)
 SV0269
 SV0269                          SUPERSEDED SURVEY CONTROL
 SV0269
 SV0269  NGVD 29 (??/??/92)  662.796  (m)         2174.52   (f) ADJ UNCH    2 0
 SV0269
 SV0269.Superseded values are not recommended for survey control.
 SV0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0269.See file dsdata.txt to determine how the superseded data were derived.
 SV0269
 SV0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN166452(NAD 83)
 SV0269_MARKER: S = SPIKE
 SV0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0269_SP_SET: POLE BASE
 SV0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0269
 SV0269  HISTORY     - Date     Condition        Report By
 SV0269  HISTORY     - UNK      MONUMENTED       CGS
 SV0269  HISTORY     - 1935     GOOD             NGS
 SV0269  HISTORY     - 1974     GOOD             LOCENG
 SV0269
 SV0269                          STATION DESCRIPTION
 SV0269
 SV0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0269'1.2 MI SW FROM CHATCOLET.
 SV0269'1.2 MILES SOUTHWEST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0269'NAVIGATION CO. RAILROAD FROM THE POST OFFICE AT CHATCOLET, BENEWAH
 SV0269'COUNTY, 0.3 MILE WEST OF MILEPOST 22, 0.1 MILE SOUTHWEST OF PETTEE
 SV0269'C.C.C. CAMP S.P. 1, IN THE BASE OF THE FIRST POLE EAST OF A CROSSING,
 SV0269'AND ON THE SOUTH SIDE OF THE TRACK.  A RAILROAD SPIKE.
 SV0269
 SV0269                          STATION RECOVERY (1974)
 SV0269
 SV0269'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 SV0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0239 ***********************************************************************
 PY0239  DESIGNATION -  217.90.52
 PY0239  PID         -  PY0239
 PY0239  STATE/COUNTY-  ID/FREMONT
 PY0239  USGS QUAD   -  TARGHEE PEAK (1964)
 PY0239
 PY0239                         *CURRENT SURVEY CONTROL
 PY0239  ___________________________________________________________________
 PY0239* NAD 83(1986)-  44 40 24.     (N)    111 24 24.     (W)     SCALED    
 PY0239* NAVD 88     -      1985.480  (meters)    6514.03   (feet)  POSTED    
 PY0239  ___________________________________________________________________
 PY0239  GEOID HEIGHT-          -8.77  (meters)                     GEOID03
 PY0239  DYNAMIC HT  -        1984.390 (meters)    6510.45  (feet)  COMP
 PY0239  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 PY0239
 PY0239  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0239
 PY0239.The horizontal coordinates were scaled from a topographic map and have
 PY0239.an estimated accuracy of +/- 6 seconds.
 PY0239
 PY0239.The orthometric height was determined by differential leveling
 PY0239.and adjusted by the National Geodetic Survey in 1992..
 PY0239.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0239.rate of 1.1 thru 2.0 mm/km.
 PY0239
 PY0239.The geoid height was determined by GEOID03.
 PY0239
 PY0239.The dynamic height is computed by dividing the NAVD 88
 PY0239.geopotential number by the normal gravity value computed on the
 PY0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0239.degrees latitude (g = 980.6199 gals.).
 PY0239
 PY0239.The modeled gravity was interpolated from observed gravity values.
 PY0239
 PY0239;                    North         East    Units  Estimated Accuracy
 PY0239;SPC ID E     -   334,290.      260,260.      MT  (+/- 180 meters Scaled)
 PY0239
 PY0239                          SUPERSEDED SURVEY CONTROL
 PY0239
 PY0239  NGVD 29 (??/??/92) 1984.047  (m)         6509.33   (f) ADJ UNCH    1 2
 PY0239
 PY0239.Superseded values are not recommended for survey control.
 PY0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0239.See file dsdata.txt to determine how the superseded data were derived.
 PY0239
 PY0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ677467(NAD 83)
 PY0239_MARKER: DD = SURVEY DISK
 PY0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0239_STAMPING: 217.90.52
 PY0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0239+STABILITY: SURFACE MOTION
 PY0239
 PY0239  HISTORY     - Date     Condition        Report By
 PY0239  HISTORY     - UNK      MONUMENTED       IDDT
 PY0239  HISTORY     - 1964     GOOD             NGS
 PY0239
 PY0239                          STATION DESCRIPTION
 PY0239
 PY0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0239'1.45 MI NW FROM HENRYS LAKE.
 PY0239'ABOUT 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE
 PY0239'TO HENRYS LAKE LODGE AT HENRYS LAKE, ABOUT 0.1 MILE EAST OF THE
 PY0239'JUNCTION OF A GRAVELED ROAD LEADING WEST AROUND HENRYS LAKE, 75 FEET
 PY0239'NORTH OF THE CENTER LINE OF THE HIGHWAY, 54 FEET WEST OF THE CENTER OF
 PY0239'AN ACCESS ROAD, 1 FOOT EAST OF A FENCE CORNER, 1/2 FOOT SOUTH OF A
 PY0239'FENCE, 2.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 7 FEET BELOW
 PY0239'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PY0239'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0178 ***********************************************************************
 RY0178  DESIGNATION -  2194 B
 RY0178  PID         -  RY0178
 RY0178  STATE/COUNTY-  ID/IDAHO
 RY0178  USGS QUAD   -  MOOSE RIDGE (1995)
 RY0178
 RY0178                         *CURRENT SURVEY CONTROL
 RY0178  ___________________________________________________________________
 RY0178* NAD 83(1986)-  46 07 22.     (N)    114 56 08.     (W)     SCALED    
 RY0178* NAVD 88     -       668.903  (meters)    2194.56   (feet)  ADJUSTED  
 RY0178  ___________________________________________________________________
 RY0178  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 RY0178  DYNAMIC HT  -         668.740 (meters)    2194.02  (feet)  COMP
 RY0178  MODELED GRAV-     980,352.3   (mgal)                       NAVD 88
 RY0178
 RY0178  VERT ORDER  -  SECOND    CLASS 0
 RY0178
 RY0178.The horizontal coordinates were scaled from a topographic map and have
 RY0178.an estimated accuracy of +/- 6 seconds.
 RY0178
 RY0178.The orthometric height was determined by differential leveling
 RY0178.and adjusted by the National Geodetic Survey in June 1991..
 RY0178
 RY0178.The geoid height was determined by GEOID03.
 RY0178
 RY0178.The dynamic height is computed by dividing the NAVD 88
 RY0178.geopotential number by the normal gravity value computed on the
 RY0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0178.degrees latitude (g = 980.6199 gals.).
 RY0178
 RY0178.The modeled gravity was interpolated from observed gravity values.
 RY0178
 RY0178;                    North         East    Units  Estimated Accuracy
 RY0178;SPC ID W     -   495,410.      862,950.      MT  (+/- 180 meters Scaled)
 RY0178
 RY0178                          SUPERSEDED SURVEY CONTROL
 RY0178
 RY0178  NGVD 29 (??/??/92)  667.715  (m)         2190.66   (f) ADJ UNCH    2 0
 RY0178
 RY0178.Superseded values are not recommended for survey control.
 RY0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0178.See file dsdata.txt to determine how the superseded data were derived.
 RY0178
 RY0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM594097(NAD 83)
 RY0178_MARKER: DD = SURVEY DISK
 RY0178_SETTING: 66 = SET IN ROCK OUTCROP
 RY0178_SP_SET: ROCK OUTCROP
 RY0178_STAMPING: 2194 B 65 1911
 RY0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0178+STABILITY: POSITION/ELEVATION WELL
 RY0178
 RY0178  HISTORY     - Date     Condition        Report By
 RY0178  HISTORY     - 1911     MONUMENTED       USGS
 RY0178  HISTORY     - 1965     GOOD             NGS
 RY0178
 RY0178                          STATION DESCRIPTION
 RY0178
 RY0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0178'1.05 MI SW FROM MOOSE CREEK.
 RY0178'1.05 MILES SOUTHWEST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0178'RANGER STATION AT MOOSE CREEK, ABOUT 100 FEET NORTHEAST OF THE
 RY0178'CONFLUENCE OF MOOSE CREEK AND SELWAY RIVER, ABOUT 150 YARDS SOUTHWEST
 RY0178'OF A FOOT BRIDGE OVER THE CREEK, 100 FEET SOUTHEAST OF THE CENTER LINE
 RY0178'OF THE TRAIL, IN THE TOP OF A 15- BY 20-FOOT ROCK OUTCROP, ABOUT 40
 RY0178'FEET LOWER THAN THE TRAIL AND 5 FEET HIGHER THAN THE HIGH WATER MARK
 RY0178'OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0273 ***********************************************************************
 OZ0273  DESIGNATION -  22
 OZ0273  PID         -  OZ0273
 OZ0273  STATE/COUNTY-  ID/CAMAS
 OZ0273  USGS QUAD   -  CORRAL (1986)
 OZ0273
 OZ0273                         *CURRENT SURVEY CONTROL
 OZ0273  ___________________________________________________________________
 OZ0273* NAD 83(1986)-  43 20 32.     (N)    114 57 26.     (W)     SCALED    
 OZ0273* NAVD 88     -      1552.535  (meters)    5093.61   (feet)  ADJUSTED  
 OZ0273  ___________________________________________________________________
 OZ0273  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 OZ0273  DYNAMIC HT  -        1551.640 (meters)    5090.67  (feet)  COMP
 OZ0273  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 OZ0273
 OZ0273  VERT ORDER  -  SECOND    CLASS 0
 OZ0273
 OZ0273.The horizontal coordinates were scaled from a topographic map and have
 OZ0273.an estimated accuracy of +/- 6 seconds.
 OZ0273
 OZ0273.The orthometric height was determined by differential leveling
 OZ0273.and adjusted by the National Geodetic Survey in June 1991..
 OZ0273
 OZ0273.The geoid height was determined by GEOID03.
 OZ0273
 OZ0273.The dynamic height is computed by dividing the NAVD 88
 OZ0273.geopotential number by the normal gravity value computed on the
 OZ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0273.degrees latitude (g = 980.6199 gals.).
 OZ0273
 OZ0273.The modeled gravity was interpolated from observed gravity values.
 OZ0273
 OZ0273;                    North         East    Units  Estimated Accuracy
 OZ0273;SPC ID C     -   186,560.      422,390.      MT  (+/- 180 meters Scaled)
 OZ0273
 OZ0273                          SUPERSEDED SURVEY CONTROL
 OZ0273
 OZ0273  NGVD 29 (??/??/92) 1551.452  (m)         5090.06   (f) ADJ UNCH    2 0
 OZ0273
 OZ0273.Superseded values are not recommended for survey control.
 OZ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0273.See file dsdata.txt to determine how the superseded data were derived.
 OZ0273
 OZ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ655008(NAD 83)
 OZ0273_MARKER: DD = SURVEY DISK
 OZ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0273+STABILITY: SURFACE MOTION
 OZ0273
 OZ0273  HISTORY     - Date     Condition        Report By
 OZ0273  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0273  HISTORY     - 1950     GOOD             NGS
 OZ0273  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0273
 OZ0273                          STATION DESCRIPTION
 OZ0273
 OZ0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0273'0.6 MI W FROM CORRAL.
 OZ0273'0.6 MILES WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE
 OZ0273'AT CORRAL, AT THE CROSSING OF THE UNION PACIFIC RAILROAD, 65 FEET WEST
 OZ0273'OF A FENCE CORNER POST, 40 FEET SOUTH OF THE APPROXIMATE CENTER OF A Y
 OZ0273'JUNCTION OF A COUNTY ROAD LEADING WEST, 15.7 FEET SOUTHEAST OF THE
 OZ0273'SOUTHEAST RAIL, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 OZ0273'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OZ0273
 OZ0273                          STATION RECOVERY (1981)
 OZ0273
 OZ0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0210 ***********************************************************************
 SV0210  DESIGNATION -  22 2164
 SV0210  PID         -  SV0210
 SV0210  STATE/COUNTY-  ID/SHOSHONE
 SV0210  USGS QUAD   -  ST JOE (1995)
 SV0210
 SV0210                         *CURRENT SURVEY CONTROL
 SV0210  ___________________________________________________________________
 SV0210* NAD 83(1986)-  47 19 16.     (N)    116 17 25.     (W)     SCALED    
 SV0210* NAVD 88     -       659.726  (meters)    2164.45   (feet)  ADJUSTED  
 SV0210  ___________________________________________________________________
 SV0210  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 SV0210  DYNAMIC HT  -         659.713 (meters)    2164.41  (feet)  COMP
 SV0210  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 SV0210
 SV0210  VERT ORDER  -  SECOND    CLASS 0
 SV0210
 SV0210.The horizontal coordinates were scaled from a topographic map and have
 SV0210.an estimated accuracy of +/- 6 seconds.
 SV0210
 SV0210.The orthometric height was determined by differential leveling
 SV0210.and adjusted by the National Geodetic Survey in June 1991..
 SV0210
 SV0210.The geoid height was determined by GEOID03.
 SV0210
 SV0210.The dynamic height is computed by dividing the NAVD 88
 SV0210.geopotential number by the normal gravity value computed on the
 SV0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0210.degrees latitude (g = 980.6199 gals.).
 SV0210
 SV0210.The modeled gravity was interpolated from observed gravity values.
 SV0210
 SV0210;                    North         East    Units  Estimated Accuracy
 SV0210;SPC ID W     -   628,430.      759,160.      MT  (+/- 180 meters Scaled)
 SV0210
 SV0210                          SUPERSEDED SURVEY CONTROL
 SV0210
 SV0210  NGVD 29 (??/??/92)  658.610  (m)         2160.79   (f) ADJ UNCH    2 0
 SV0210
 SV0210.Superseded values are not recommended for survey control.
 SV0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0210.See file dsdata.txt to determine how the superseded data were derived.
 SV0210
 SV0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN536410(NAD 83)
 SV0210_MARKER: DD = SURVEY DISK
 SV0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0210_SP_SET: ABUTMENT
 SV0210_STAMPING: 22 2164 FT 1911
 SV0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0210
 SV0210  HISTORY     - Date     Condition        Report By
 SV0210  HISTORY     - 1911     MONUMENTED       USGS
 SV0210  HISTORY     - 1963     GOOD             NGS
 SV0210
 SV0210                          STATION DESCRIPTION
 SV0210
 SV0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0210'7.5 MI W FROM CALDER.
 SV0210'7.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0210'RAILROAD FROM THE STATION AT CALDER, 0.6 MILE WEST OF MILE POST NO.
 SV0210'1802, 400 FEET SOUTH OF THE ST. MARIES AVERY ROAD AT THE EAST END OF
 SV0210'RAILROAD BRIDGE NO. EE 18, 6 FEET NORTH OF THE CENTER OF THE TRACKS
 SV0210'AND IN THE TOP OF NORTH END OF THE EAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0420 ***********************************************************************
 NW0420  DESIGNATION -  22 BKC
 NW0420  PID         -  NW0420
 NW0420  STATE/COUNTY-  ID/OWYHEE
 NW0420  USGS QUAD   -  STAR VALLEY KNOLL (1982)
 NW0420
 NW0420                         *CURRENT SURVEY CONTROL
 NW0420  ___________________________________________________________________
 NW0420* NAD 83(1986)-  42 03 04.     (N)    117 01 33.     (W)     SCALED    
 NW0420* NAVD 88     -      1610.235  (meters)    5282.91   (feet)  POSTED    
 NW0420  ___________________________________________________________________
 NW0420  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 NW0420  DYNAMIC HT  -        1609.110 (meters)    5279.22  (feet)  COMP
 NW0420  MODELED GRAV-     979,868.3   (mgal)                       NAVD 88
 NW0420
 NW0420  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0420
 NW0420.The horizontal coordinates were scaled from a topographic map and have
 NW0420.an estimated accuracy of +/- 6 seconds.
 NW0420
 NW0420.The orthometric height was determined by differential leveling
 NW0420.and adjusted by the National Geodetic Survey in 1992..
 NW0420.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0420.rate of 0.0 thru 1.0 mm/km.
 NW0420
 NW0420.The geoid height was determined by GEOID03.
 NW0420
 NW0420.The dynamic height is computed by dividing the NAVD 88
 NW0420.geopotential number by the normal gravity value computed on the
 NW0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0420.degrees latitude (g = 980.6199 gals.).
 NW0420
 NW0420.The modeled gravity was interpolated from observed gravity values.
 NW0420
 NW0420;                    North         East    Units  Estimated Accuracy
 NW0420;SPC ID W     -    43,490.      694,390.      MT  (+/- 180 meters Scaled)
 NW0420
 NW0420                          SUPERSEDED SURVEY CONTROL
 NW0420
 NW0420.No superseded survey control is available for this station.
 NW0420
 NW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG978554(NAD 83)
 NW0420_MARKER: DD = SURVEY DISK
 NW0420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0420_SP_SET: COPPER-CLAD STEEL ROD
 NW0420_STAMPING: 22 BKC 1973 5279
 NW0420_MARK LOGO: USGS  
 NW0420_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0420+STABILITY: SURFACE MOTION
 NW0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0420+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0420
 NW0420  HISTORY     - Date     Condition        Report By
 NW0420  HISTORY     - 1973     MONUMENTED       USGS
 NW0420
 NW0420                          STATION DESCRIPTION
 NW0420
 NW0420'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0420'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST ALONG A DIRT
 NW0420'ROAD TO A Y-ROAD, THENCE 4.1 MILES NORTHWEST ALONG DIRT ROAD TO
 NW0420'IDAHO-OREGON STATE LINE, 92 FEET EAST OF A BLADED STRIP ALONG STATE
 NW0420'LINE, 38 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH OF A
 NW0420'ROCK CAIRN, SET ON COPPER-COATED STEEL ROD ENCASED IN A 6-INCH BLACK
 NW0420'FIBER PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0503 ***********************************************************************
 OX0503  DESIGNATION -  22 DF
 OX0503  PID         -  OX0503
 OX0503  STATE/COUNTY-  ID/FREMONT
 OX0503  USGS QUAD   -  NEWDALE (1979)
 OX0503
 OX0503                         *CURRENT SURVEY CONTROL
 OX0503  ___________________________________________________________________
 OX0503* NAD 83(1986)-  43 55 39.     (N)    111 37 32.     (W)     SCALED    
 OX0503* NAVD 88     -      1527.447  (meters)    5011.30   (feet)  POSTED    
 OX0503  ___________________________________________________________________
 OX0503  GEOID HEIGHT-         -10.83  (meters)                     GEOID03
 OX0503  DYNAMIC HT  -        1526.660 (meters)    5008.72  (feet)  COMP
 OX0503  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 OX0503
 OX0503  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0503
 OX0503.The horizontal coordinates were scaled from a topographic map and have
 OX0503.an estimated accuracy of +/- 6 seconds.
 OX0503
 OX0503.The orthometric height was determined by differential leveling
 OX0503.and adjusted by the National Geodetic Survey in 1992..
 OX0503.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0503.rate of 2.1 thru 3.0 mm/km.
 OX0503
 OX0503.The geoid height was determined by GEOID03.
 OX0503
 OX0503.The dynamic height is computed by dividing the NAVD 88
 OX0503.geopotential number by the normal gravity value computed on the
 OX0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0503.degrees latitude (g = 980.6199 gals.).
 OX0503
 OX0503.The modeled gravity was interpolated from observed gravity values.
 OX0503
 OX0503;                    North         East    Units  Estimated Accuracy
 OX0503;SPC ID E     -   251,280.      243,450.      MT  (+/- 180 meters Scaled)
 OX0503
 OX0503                          SUPERSEDED SURVEY CONTROL
 OX0503
 OX0503  NGVD 29 (??/??/92) 1526.379  (m)         5007.80   (f) ADJ UNCH    2 0
 OX0503
 OX0503.Superseded values are not recommended for survey control.
 OX0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0503.See file dsdata.txt to determine how the superseded data were derived.
 OX0503
 OX0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP497640(NAD 83)
 OX0503_MARKER: DD = SURVEY DISK
 OX0503_SETTING: 66 = SET IN ROCK OUTCROP
 OX0503_SP_SET: LAVA ROCK
 OX0503_STAMPING: 5008 22 DF 1947
 OX0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0503+STABILITY: POSITION/ELEVATION WELL
 OX0503
 OX0503  HISTORY     - Date     Condition        Report By
 OX0503  HISTORY     - 1947     MONUMENTED       USGS
 OX0503  HISTORY     - 1951     GOOD             NGS
 OX0503  HISTORY     - 20060412 MARK NOT FOUND   IDTD
 OX0503
 OX0503                          STATION DESCRIPTION
 OX0503
 OX0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0503'3.2 MI NW FROM NEWDALE.
 OX0503'ABOUT 3.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0503'STATION AT NEWDALE, AND ABOUT 4.3 MILES SOUTHEAST OF ST. ANTHONY,
 OX0503'ABOUT 4 1/2 POLES NORTHWEST OF MILEPOLE NUMBER 41, ABOUT 13 RAILS
 OX0503'NORTHWEST OF A GRAVEL ROAD CROSSING AT A SMALL GROUP OF LAVA ROCKS,
 OX0503'AND SET ON THE TOP OF A 2 BY 2 FEET LAVA ROCK PROJECTING 1 FOOT ABOVE
 OX0503'THE GROUND, 77.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 30.2 FEET
 OX0503'SOUTHWEST OF A FENCE, AND ABOUT 3 FEET HIGHER THAN THE TRACK, 200 FEET
 OX0503'NORTHWEST OF CENTER LINE OF THE EAST-WEST GRAVEL ROAD.
 OX0503
 OX0503                          STATION RECOVERY (2006)
 OX0503
 OX0503'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (JCH)
 OX0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0491 ***********************************************************************
 NW0491  DESIGNATION -  22 EMH
 NW0491  PID         -  NW0491
 NW0491  STATE/COUNTY-  ID/OWYHEE
 NW0491  USGS QUAD   -  BIG SPRINGS RANCH (1972)
 NW0491
 NW0491                         *CURRENT SURVEY CONTROL
 NW0491  ___________________________________________________________________
 NW0491* NAD 83(1986)-  42 37 27.     (N)    116 26 40.     (W)     SCALED    
 NW0491* NAVD 88     -      1847.185  (meters)    6060.31   (feet)  POSTED    
 NW0491  ___________________________________________________________________
 NW0491  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 NW0491  DYNAMIC HT  -        1845.940 (meters)    6056.22  (feet)  COMP
 NW0491  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 NW0491
 NW0491  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0491
 NW0491.The horizontal coordinates were scaled from a topographic map and have
 NW0491.an estimated accuracy of +/- 6 seconds.
 NW0491
 NW0491.The orthometric height was determined by differential leveling
 NW0491.and adjusted by the National Geodetic Survey in 1992..
 NW0491.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0491.rate of 0.0 thru 1.0 mm/km.
 NW0491
 NW0491.The geoid height was determined by GEOID03.
 NW0491
 NW0491.The dynamic height is computed by dividing the NAVD 88
 NW0491.geopotential number by the normal gravity value computed on the
 NW0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0491.degrees latitude (g = 980.6199 gals.).
 NW0491
 NW0491.The modeled gravity was interpolated from observed gravity values.
 NW0491
 NW0491;                    North         East    Units  Estimated Accuracy
 NW0491;SPC ID W     -   106,580.      743,030.      MT  (+/- 180 meters Scaled)
 NW0491
 NW0491                          SUPERSEDED SURVEY CONTROL
 NW0491
 NW0491.No superseded survey control is available for this station.
 NW0491
 NW0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH455192(NAD 83)
 NW0491_MARKER: DD = SURVEY DISK
 NW0491_SETTING: 66 = SET IN ROCK OUTCROP
 NW0491_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0491_STAMPING: 22 EMH 1972 6056
 NW0491_MARK LOGO: USGS  
 NW0491_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0491+STABILITY: POSITION/ELEVATION WELL
 NW0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0491+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0491
 NW0491  HISTORY     - Date     Condition        Report By
 NW0491  HISTORY     - 1972     MONUMENTED       USGS
 NW0491
 NW0491                          STATION DESCRIPTION
 NW0491
 NW0491'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0491'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0491'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0491'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 2.9 MILES SOUTH ALONG
 NW0491'TRACK ROAD, 4.7 MILES NORTH OF BIG SPRINGS RANCH ALONG A DIRT ROAD,
 NW0491'0.6 MILES NORTH OF A CATTLEGUARD, 0.4 MILES SOUTH OF A DIM CROSSROAD,
 NW0491'110 FEET NORTH OF A WATER PIPE LINE CROSSING, 43 FEET WEST AND ABOUT 3
 NW0491'FEET HIGHER THAN THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP
 NW0491'PROJECTING 0.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0448 ***********************************************************************
 NW0448  DESIGNATION -  22 FMK
 NW0448  PID         -  NW0448
 NW0448  STATE/COUNTY-  ID/OWYHEE
 NW0448  USGS QUAD   -  TRIANGLE FLAT (1990)
 NW0448
 NW0448                         *CURRENT SURVEY CONTROL
 NW0448  ___________________________________________________________________
 NW0448* NAD 83(1986)-  42 49 15.     (N)    116 41 12.     (W)     SCALED    
 NW0448* NAVD 88     -      1545.889  (meters)    5071.80   (feet)  POSTED    
 NW0448  ___________________________________________________________________
 NW0448  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 NW0448  DYNAMIC HT  -        1544.920 (meters)    5068.62  (feet)  COMP
 NW0448  MODELED GRAV-     979,942.9   (mgal)                       NAVD 88
 NW0448
 NW0448  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0448
 NW0448.The horizontal coordinates were scaled from a topographic map and have
 NW0448.an estimated accuracy of +/- 6 seconds.
 NW0448
 NW0448.The orthometric height was determined by differential leveling
 NW0448.and adjusted by the National Geodetic Survey in 1992..
 NW0448.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0448.rate of 1.1 thru 2.0 mm/km.
 NW0448
 NW0448.The geoid height was determined by GEOID03.
 NW0448
 NW0448.The dynamic height is computed by dividing the NAVD 88
 NW0448.geopotential number by the normal gravity value computed on the
 NW0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0448.degrees latitude (g = 980.6199 gals.).
 NW0448
 NW0448.The modeled gravity was interpolated from observed gravity values.
 NW0448
 NW0448;                    North         East    Units  Estimated Accuracy
 NW0448;SPC ID W     -   128,620.      723,410.      MT  (+/- 180 meters Scaled)
 NW0448
 NW0448                          SUPERSEDED SURVEY CONTROL
 NW0448
 NW0448.No superseded survey control is available for this station.
 NW0448
 NW0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH256409(NAD 83)
 NW0448_MARKER: DD = SURVEY DISK
 NW0448_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0448_SP_SET: PREFAB CONC. POST IN EARTH
 NW0448_STAMPING: 22 FMK 1964
 NW0448_MARK LOGO: USGS  
 NW0448_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0448+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0448
 NW0448  HISTORY     - Date     Condition        Report By
 NW0448  HISTORY     - 1964     MONUMENTED       USGS
 NW0448
 NW0448                          STATION DESCRIPTION
 NW0448
 NW0448'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0448'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0448'SOUTHEAST ALONG COUNTY ROAD, THENCE 22.9 MILES SOUTHEAST ALONG FLINT
 NW0448'CREEK ROAD, 56 FEET WEST AND 25 FEET SOUTH OF A T-ROAD FORK, 36 FEET
 NW0448'WEST OF BLM MARKER STAMPED -11-956 COMBINATION RIDGE ROAD-NW1/4 NW1/4
 NW0448'SEC 15 T7S R3W-, 6 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0028 ***********************************************************************
 QA0028  DESIGNATION -  22 JD
 QA0028  PID         -  QA0028
 QA0028  STATE/COUNTY-  ID/CUSTER
 QA0028  USGS QUAD   -  BAYHORSE (1963)
 QA0028
 QA0028                         *CURRENT SURVEY CONTROL
 QA0028  ___________________________________________________________________
 QA0028* NAD 83(1986)-  44 29 45.     (N)    114 20 15.     (W)     SCALED    
 QA0028* NAVD 88     -      2136.484  (meters)    7009.45   (feet)  ADJUSTED  
 QA0028  ___________________________________________________________________
 QA0028  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 QA0028  DYNAMIC HT  -        2135.208 (meters)    7005.26  (feet)  COMP
 QA0028  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 QA0028
 QA0028  VERT ORDER  -  SECOND    CLASS 0
 QA0028
 QA0028.The horizontal coordinates were scaled from a topographic map and have
 QA0028.an estimated accuracy of +/- 6 seconds.
 QA0028
 QA0028.The orthometric height was determined by differential leveling
 QA0028.and adjusted by the National Geodetic Survey in June 1991..
 QA0028
 QA0028.The geoid height was determined by GEOID03.
 QA0028
 QA0028.The dynamic height is computed by dividing the NAVD 88
 QA0028.geopotential number by the normal gravity value computed on the
 QA0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0028.degrees latitude (g = 980.6199 gals.).
 QA0028
 QA0028.The modeled gravity was interpolated from observed gravity values.
 QA0028
 QA0028;                    North         East    Units  Estimated Accuracy
 QA0028;SPC ID C     -   314,340.      473,160.      MT  (+/- 180 meters Scaled)
 QA0028
 QA0028                          SUPERSEDED SURVEY CONTROL
 QA0028
 QA0028  NGVD 29 (??/??/92) 2135.155  (m)         7005.09   (f) ADJ UNCH    2 0
 QA0028
 QA0028.Superseded values are not recommended for survey control.
 QA0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0028.See file dsdata.txt to determine how the superseded data were derived.
 QA0028
 QA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK116303(NAD 83)
 QA0028_MARKER: DD = SURVEY DISK
 QA0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0028_SP_SET: FOUNDATION
 QA0028_STAMPING: 22 JD 1959 7005
 QA0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0028
 QA0028  HISTORY     - Date     Condition        Report By
 QA0028  HISTORY     - 1959     MONUMENTED       USGS
 QA0028  HISTORY     - 1960     GOOD             NGS
 QA0028
 QA0028                          STATION DESCRIPTION
 QA0028
 QA0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0028'6.65 MI W FROM CHALLIS.
 QA0028'6.65 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0028'AT CHALLIS, AT THE SUMMIT OF A GRADE, AT THE CHALLIS NATIONAL FOREST
 QA0028'BOUNDARY LINE, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 QA0028'FOUNDATION OF A CATTLEGUARD, 4 1/2 FEET SOUTHWEST OF THE CENTER LINE
 QA0028'OF THE ROAD, 6.96 FEET NORTHWEST OF BENCH MARK C 233, AND ABOUT LEVEL
 QA0028'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0849 ***********************************************************************
 OZ0849  DESIGNATION -  22 LC
 OZ0849  PID         -  OZ0849
 OZ0849  STATE/COUNTY-  ID/LINCOLN
 OZ0849  USGS QUAD   -  KINZIE BUTTE (1979)
 OZ0849
 OZ0849                         *CURRENT SURVEY CONTROL
 OZ0849  ___________________________________________________________________
 OZ0849* NAD 83(1992)-  43 05 46.25988(N)    114 22 15.50268(W)     ADJUSTED  
 OZ0849* NAVD 88     -      1396.63   (+/-2cm)    4582.1    (feet)  VERTCON   
 OZ0849  ___________________________________________________________________
 OZ0849  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 OZ0849  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 OZ0849
 OZ0849  HORZ ORDER  -  THIRD
 OZ0849  VERT ORDER  -  THIRD ? (See Below)
 OZ0849
 OZ0849.The horizontal coordinates were established by classical geodetic methods
 OZ0849.and adjusted by the National Geodetic Survey in July 1992..
 OZ0849
 OZ0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0849.The vertical order pertains to the NGVD 29 superseded value.
 OZ0849
 OZ0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0849
 OZ0849.The geoid height was determined by GEOID03.
 OZ0849
 OZ0849;                    North         East     Units Scale Factor Converg.
 OZ0849;SPC ID C     -   158,850.152   469,799.307   MT  0.99995858   -0 15 12.5
 OZ0849;UTM  11      - 4,774,850.887   713,958.216   MT  1.00016318   +1 47 48.8
 OZ0849
 OZ0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0849!SPC ID C     -   0.99978324  x   0.99995858  =   0.99974183
 OZ0849!UTM  11      -   0.99978324  x   1.00016318  =   0.99994639
 OZ0849
 OZ0849:                Primary Azimuth Mark                     Grid Az
 OZ0849:SPC ID C     -  CONE                                     286 50 56.0
 OZ0849:UTM  11      -  CONE                                     284 47 54.7
 OZ0849
 OZ0849|---------------------------------------------------------------------|
 OZ0849| PID    Reference Object                     Distance      Geod. Az  |
 OZ0849|                                                           dddmmss.s |
 OZ0849| OZ0857 CONE                                APPROX. 9.3 KM 2863543.5 |
 OZ0849|---------------------------------------------------------------------|
 OZ0849
 OZ0849                          SUPERSEDED SURVEY CONTROL
 OZ0849
 OZ0849  NAD 83(1986)-  43 05 46.25696(N)    114 22 15.50067(W) AD(       ) 3
 OZ0849  NGVD 29 (01/23/89) 1395.67   (m)         4579.0    (f) LEVELING    3  
 OZ0849
 OZ0849.Superseded values are not recommended for survey control.
 OZ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0849.See file dsdata.txt to determine how the superseded data were derived.
 OZ0849
 OZ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1395874851(NAD 83)
 OZ0849_MARKER: DB = BENCH MARK DISK
 OZ0849_SETTING: 0 = UNSPECIFIED SETTING
 OZ0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0849
 OZ0849  HISTORY     - Date     Condition        Report By
 OZ0849  HISTORY     - 1956     MONUMENTED       USGS
 OZ0849
 OZ0849                          STATION DESCRIPTION
 OZ0849
 OZ0849'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ0849'SHOSHONE POST OFFICE, 7.8 MI. N. ALONG U.S. HIGHWAY 93, THENCE 3.5 MI.
 OZ0849'NE. FROM ALONG NEW SECTION OF HIGHWAY, 5 MI. SW. OF SHOSHONE ICE
 OZ0849'CAVES, AT TOP OF LONG GRADE, AT E. SIDE OF SMALL CUT, 67 FT. SE. OF
 OZ0849'AND 8.6 FT. HIGHER THAN CENTER OF HIGHWAY, 3 FT. NW. OF WITNESS POST,
 OZ0849'IN NE. END OF SMALL ROCK RIDGE OUTCROPPING, STANDARD TABLET STAMPED
 OZ0849'---22 LC 1956 4579---.
 OZ0849'
 OZ0849'STATION MARK--STANDARD BENCH MARK TABLET STAMPED---22 LC 1956
 OZ0849'4579---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0548 ***********************************************************************
 NW0548  DESIGNATION -  22 MDC
 NW0548  PID         -  NW0548
 NW0548  STATE/COUNTY-  ID/OWYHEE
 NW0548  USGS QUAD   -  PLEASANT VALLEY (1973)
 NW0548
 NW0548                         *CURRENT SURVEY CONTROL
 NW0548  ___________________________________________________________________
 NW0548* NAD 83(1986)-  42 30 47.     (N)    116 52 30.     (W)     SCALED    
 NW0548* NAVD 88     -      1726.480  (meters)    5664.29   (feet)  POSTED    
 NW0548  ___________________________________________________________________
 NW0548  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 NW0548  DYNAMIC HT  -        1725.330 (meters)    5660.52  (feet)  COMP
 NW0548  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 NW0548
 NW0548  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0548
 NW0548.The horizontal coordinates were scaled from a topographic map and have
 NW0548.an estimated accuracy of +/- 6 seconds.
 NW0548
 NW0548.The orthometric height was determined by differential leveling
 NW0548.and adjusted by the National Geodetic Survey in 1992..
 NW0548.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0548.rate of 0.0 thru 1.0 mm/km.
 NW0548
 NW0548.The geoid height was determined by GEOID03.
 NW0548
 NW0548.The dynamic height is computed by dividing the NAVD 88
 NW0548.geopotential number by the normal gravity value computed on the
 NW0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0548.degrees latitude (g = 980.6199 gals.).
 NW0548
 NW0548.The modeled gravity was interpolated from observed gravity values.
 NW0548
 NW0548;                    North         East    Units  Estimated Accuracy
 NW0548;SPC ID W     -    94,620.      707,550.      MT  (+/- 180 meters Scaled)
 NW0548
 NW0548                          SUPERSEDED SURVEY CONTROL
 NW0548
 NW0548.No superseded survey control is available for this station.
 NW0548
 NW0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH102067(NAD 83)
 NW0548_MARKER: DD = SURVEY DISK
 NW0548_SETTING: 80 = SET IN A BOULDER
 NW0548_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 NW0548_STAMPING: 22 MDC 1973 5660
 NW0548_MARK LOGO: USGS  
 NW0548_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0548+STABILITY: SURFACE MOTION
 NW0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0548+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0548
 NW0548  HISTORY     - Date     Condition        Report By
 NW0548  HISTORY     - 1973     MONUMENTED       USGS
 NW0548
 NW0548                          STATION DESCRIPTION
 NW0548
 NW0548'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0548'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0548'SOUTH ALONG A GRAVELED ROAD, THENCE 21.9 MILES SOUTH AND EAST ALONG A
 NW0548'DIRT ROAD TOWARD GRANDVIEW, IDAHO, 150 FEET EAST OF THE EAST EDGE OF A
 NW0548'LARGE GROVE OF ASPEN TREES, 264 FEET EAST OF A CULVERT UNDER THE ROAD,
 NW0548'54 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET HIGHER THAN THE
 NW0548'ROAD BED, CEMENTED IN THE LARGEST OF SEVERAL BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0311 ***********************************************************************
 RA0311  DESIGNATION -  22 N
 RA0311  PID         -  RA0311
 RA0311  STATE/COUNTY-  ID/ADAMS
 RA0311  USGS QUAD   -  WHITE MONUMENT (1990)
 RA0311
 RA0311                         *CURRENT SURVEY CONTROL
 RA0311  ___________________________________________________________________
 RA0311* NAD 83(1986)-  45 08 52.     (N)    116 43 40.     (W)     SCALED    
 RA0311* NAVD 88     -       492.813  (meters)    1616.84   (feet)  ADJUSTED  
 RA0311  ___________________________________________________________________
 RA0311  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 RA0311  DYNAMIC HT  -         492.646 (meters)    1616.29  (feet)  COMP
 RA0311  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 RA0311
 RA0311  VERT ORDER  -  SECOND    CLASS 0
 RA0311
 RA0311.The horizontal coordinates were scaled from a topographic map and have
 RA0311.an estimated accuracy of +/- 6 seconds.
 RA0311
 RA0311.The orthometric height was determined by differential leveling
 RA0311.and adjusted by the National Geodetic Survey in June 1991..
 RA0311
 RA0311.The geoid height was determined by GEOID03.
 RA0311
 RA0311.The dynamic height is computed by dividing the NAVD 88
 RA0311.geopotential number by the normal gravity value computed on the
 RA0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0311.degrees latitude (g = 980.6199 gals.).
 RA0311
 RA0311.The modeled gravity was interpolated from observed gravity values.
 RA0311
 RA0311;                    North         East    Units  Estimated Accuracy
 RA0311;SPC ID W     -   387,190.      723,110.      MT  (+/- 180 meters Scaled)
 RA0311
 RA0311                          SUPERSEDED SURVEY CONTROL
 RA0311
 RA0311  NGVD 29 (??/??/92)  491.718  (m)         1613.24   (f) ADJ UNCH    2 0
 RA0311
 RA0311.Superseded values are not recommended for survey control.
 RA0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0311.See file dsdata.txt to determine how the superseded data were derived.
 RA0311
 RA0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK214994(NAD 83)
 RA0311_MARKER: Z = SEE DESCRIPTION
 RA0311_SETTING: 66 = SET IN ROCK OUTCROP
 RA0311_SP_SET: ROCK POINT
 RA0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0311+STABILITY: POSITION/ELEVATION WELL
 RA0311
 RA0311  HISTORY     - Date     Condition        Report By
 RA0311  HISTORY     - UNK      MONUMENTED       DOD
 RA0311  HISTORY     - 1946     GOOD             NGS
 RA0311
 RA0311                          STATION DESCRIPTION
 RA0311
 RA0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0311'10.9 MI NE FROM HOMESTEAD, OR.
 RA0311'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0311'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0311'LEDGE MINE ROAD, THENCE 8.7 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0311'ROAD, BENCH MARK IS AT THE FIRST ROCK POINT SOUTH OF (0.15 MILE
 RA0311'UPSTREAM) THE UPPER END OF A HUGE PROMINENT RAPID IN THE SNAKE RIVER,
 RA0311'DIRECTLY ACROSS THE ROAD FROM A HUGE ROCK IN THE RIVER, 39.0 FEET
 RA0311'SOUTH OF THE NORTH END OF A ROCK CLIFF, 5.0 FEET EAST OF CENTER OF THE
 RA0311'ROAD, AN OUTLINED CHISELED PYRAMID CUT ON TOP OF THE MOST WESTERLY
 RA0311'POINT OF THE ROCK POINT, ABOUT 1 1/2 FOOT ABOVE THE ROAD, PAINTED
 RA0311'USSBM NO. 22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1377 ***********************************************************************
 QB1377  DESIGNATION -  22 WS
 QB1377  PID         -  QB1377
 QB1377  STATE/COUNTY-  ID/ADAMS
 QB1377  USGS QUAD   -  LONE TREE (1985)
 QB1377
 QB1377                         *CURRENT SURVEY CONTROL
 QB1377  ___________________________________________________________________
 QB1377* NAD 83(1992)-  44 43 05.97980(N)    116 10 18.55361(W)     ADJUSTED  
 QB1377* NAVD 88     -      2065.78   (+/-2cm)    6777.5    (feet)  VERTCON   
 QB1377  ___________________________________________________________________
 QB1377  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 QB1377  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 QB1377
 QB1377  HORZ ORDER  -  THIRD
 QB1377  VERT ORDER  -  THIRD ? (See Below)
 QB1377
 QB1377.The horizontal coordinates were established by classical geodetic methods
 QB1377.and adjusted by the National Geodetic Survey in July 1992..
 QB1377
 QB1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1377.The vertical order pertains to the NGVD 29 superseded value.
 QB1377
 QB1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1377
 QB1377.The geoid height was determined by GEOID03.
 QB1377
 QB1377;                    North         East     Units Scale Factor Converg.
 QB1377;SPC ID W     -   339,092.841   766,580.466   MT  0.99994706   -0 17 48.5
 QB1377;UTM  11      - 4,951,994.519   565,592.260   MT  0.99965291   +0 34 57.9
 QB1377
 QB1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1377!SPC ID W     -   0.99967856  x   0.99994706  =   0.99962564
 QB1377!UTM  11      -   0.99967856  x   0.99965291  =   0.99933158
 QB1377
 QB1377                          SUPERSEDED SURVEY CONTROL
 QB1377
 QB1377  NAD 83(1986)-  44 43 05.98025(N)    116 10 18.55146(W) AD(       ) 3
 QB1377  NGVD 29 (09/26/91) 2064.58   (m)         6773.5    (f) LEVELING    3  
 QB1377
 QB1377.Superseded values are not recommended for survey control.
 QB1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1377.See file dsdata.txt to determine how the superseded data were derived.
 QB1377
 QB1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK6559251995(NAD 83)
 QB1377_MARKER: DD = SURVEY DISK
 QB1377_SETTING: 66 = SET IN ROCK OUTCROP
 QB1377_SP_SET: SET IN ROCK OUTCROP
 QB1377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1377+STABILITY: POSITION/ELEVATION WELL
 QB1377
 QB1377  HISTORY     - Date     Condition        Report By
 QB1377  HISTORY     - 1953     MONUMENTED       USGS
 QB1377
 QB1377                          STATION DESCRIPTION
 QB1377
 QB1377'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QB1377'LOCATED ABOUT 7.0 MI. W. OF DONNELLY, IN RANGE KNOWN AS WEST MTN.
 QB1377'
 QB1377'TO REACH FROM DONNELLY, DRIVE W. FOR 1.5 MI., THENCE SW. 2.5 MI.,
 QB1377'THENCE N. 1.1 MI. TO DONNELLY TRAIL, 2.8 MI. W. TO TOP OF MOUNTAIN,
 QB1377'300 FT. NW. OF JUNCTION OF DONNELLY TRAIL AND WEST MTN. TRAIL.
 QB1377'
 QB1377'STATION MARK--STANDARD TABLET (ALUMINUM) STAMPED---22 WS 1953---,
 QB1377'CEMENTED IN ROCK OUTCROP.
 QB1377'
 QB1377'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER ON SW. SIDE OF 30 IN.
 QB1377'FIR TREE, 112.5 FT. FROM STATION MARK 04 DEGREES 54 MINUTES SW.
 QB1377'50 SECONDS.
 QB1377'
 QB1377'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE,
 QB1377'98.02 FT. FROM STATION MARK 75 DEGREES 34 MINUTES SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0765 ***********************************************************************
 OH0765  DESIGNATION -  2215.54
 OH0765  PID         -  OH0765
 OH0765  STATE/COUNTY-  ID/CANYON
 OH0765  USGS QUAD   -  LAKE LOWELL (1971)
 OH0765
 OH0765                         *CURRENT SURVEY CONTROL
 OH0765  ___________________________________________________________________
 OH0765* NAD 83(1986)-  43 36 50.     (N)    116 42 46.     (W)     SCALED    
 OH0765* NAVD 88     -       767.714  (meters)    2518.74   (feet)  ADJUSTED  
 OH0765  ___________________________________________________________________
 OH0765  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 OH0765  DYNAMIC HT  -         767.440 (meters)    2517.84  (feet)  COMP
 OH0765  MODELED GRAV-     980,237.5   (mgal)                       NAVD 88
 OH0765
 OH0765  VERT ORDER  -  SECOND    CLASS 0
 OH0765
 OH0765.The horizontal coordinates were scaled from a topographic map and have
 OH0765.an estimated accuracy of +/- 6 seconds.
 OH0765
 OH0765.The orthometric height was determined by differential leveling
 OH0765.and adjusted by the National Geodetic Survey in June 1991..
 OH0765
 OH0765.The geoid height was determined by GEOID03.
 OH0765
 OH0765.The dynamic height is computed by dividing the NAVD 88
 OH0765.geopotential number by the normal gravity value computed on the
 OH0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0765.degrees latitude (g = 980.6199 gals.).
 OH0765
 OH0765.The modeled gravity was interpolated from observed gravity values.
 OH0765
 OH0765;                    North         East    Units  Estimated Accuracy
 OH0765;SPC ID W     -   216,750.      722,290.      MT  (+/- 180 meters Scaled)
 OH0765
 OH0765                          SUPERSEDED SURVEY CONTROL
 OH0765
 OH0765  NGVD 29 (??/??/92)  766.767  (m)         2515.63   (f) ADJ UNCH    2 0
 OH0765
 OH0765.Superseded values are not recommended for survey control.
 OH0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0765.See file dsdata.txt to determine how the superseded data were derived.
 OH0765
 OH0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ231290(NAD 83)
 OH0765_MARKER: DD = SURVEY DISK
 OH0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0765_STAMPING: 33 37+31.8 B M 2215.54
 OH0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0765+STABILITY: SURFACE MOTION
 OH0765
 OH0765  HISTORY     - Date     Condition        Report By
 OH0765  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0765  HISTORY     - 1951     GOOD             NGS
 OH0765  HISTORY     - 20020930 MARK NOT FOUND   IDTD
 OH0765
 OH0765                          STATION DESCRIPTION
 OH0765
 OH0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0765'4.8 MI S FROM CALDWELL.
 OH0765'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, .05 MILE
 OH0765'SOUTHEAST TO KIMBALL AVE., THENCE 4.75 MILES SOUTHWEST ALONG KIMBALL
 OH0765'AVE. LEADING TO MARSING, SOUTHEAST ACROSS THE HIGHWAY FROM A TWO STORY
 OH0765'BRICK FARM HOUSE, 66 FEET EAST ACROSS THE HIGHWAY FROM THE SOUTH OF
 OH0765'(IDAHO D.P.W. MARK), 32 1/2 FEET EAST OF THE CENTER LINE OF THE
 OH0765'HIGHWAY, 4.3 FEET SOUTH OF THE SOUTH END OF THE SOUTH WING WALL OF A
 OH0765'CONCRETE U SHAPED CULVERT, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 OH0765'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 OH0765'THE GROUND.
 OH0765
 OH0765                          STATION RECOVERY (2002)
 OH0765
 OH0765'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JLG)
 OH0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0531 ***********************************************************************
 QZ0531  DESIGNATION -  2236.58
 QZ0531  PID         -  QZ0531
 QZ0531  STATE/COUNTY-  ID/IDAHO
 QZ0531  USGS QUAD   -  HUNGRY RIDGE (1995)
 QZ0531
 QZ0531                         *CURRENT SURVEY CONTROL
 QZ0531  ___________________________________________________________________
 QZ0531* NAD 83(1986)-  45 49 59.     (N)    115 58 45.     (W)     SCALED    
 QZ0531* NAVD 88     -       687.161  (meters)    2254.46   (feet)  ADJUSTED  
 QZ0531  ___________________________________________________________________
 QZ0531  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 QZ0531  DYNAMIC HT  -         687.006 (meters)    2253.95  (feet)  COMP
 QZ0531  MODELED GRAV-     980,369.1   (mgal)                       NAVD 88
 QZ0531
 QZ0531  VERT ORDER  -  FIRST     CLASS II
 QZ0531
 QZ0531.The horizontal coordinates were scaled from a topographic map and have
 QZ0531.an estimated accuracy of +/- 6 seconds.
 QZ0531
 QZ0531.The orthometric height was determined by differential leveling
 QZ0531.and adjusted by the National Geodetic Survey in June 1991..
 QZ0531
 QZ0531.The geoid height was determined by GEOID03.
 QZ0531
 QZ0531.The dynamic height is computed by dividing the NAVD 88
 QZ0531.geopotential number by the normal gravity value computed on the
 QZ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0531.degrees latitude (g = 980.6199 gals.).
 QZ0531
 QZ0531.The modeled gravity was interpolated from observed gravity values.
 QZ0531
 QZ0531;                    North         East    Units  Estimated Accuracy
 QZ0531;SPC ID W     -   462,910.      782,200.      MT  (+/- 180 meters Scaled)
 QZ0531
 QZ0531                          SUPERSEDED SURVEY CONTROL
 QZ0531
 QZ0531  NGVD 29 (??/??/92)  686.104  (m)         2250.99   (f) ADJ UNCH    1 2
 QZ0531
 QZ0531.Superseded values are not recommended for survey control.
 QZ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0531.See file dsdata.txt to determine how the superseded data were derived.
 QZ0531
 QZ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL792760(NAD 83)
 QZ0531_MARKER: DD = SURVEY DISK
 QZ0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0531_SP_SET: CULVERT
 QZ0531_STAMPING: 2236.58 33
 QZ0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0531
 QZ0531  HISTORY     - Date     Condition        Report By
 QZ0531  HISTORY     - UNK      MONUMENTED       BPR
 QZ0531  HISTORY     - 1945     GOOD             NGS
 QZ0531
 QZ0531                          STATION DESCRIPTION
 QZ0531
 QZ0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0531'17.25 MI W FROM GOLDEN.
 QZ0531'ALONG CONNER - GRANGEVILLE ROAD, 17.25 MILES WEST OF THE POST OFFICE
 QZ0531'AT GOLDEN, AT NELSON CREEK, AT AN 18 INCH PIPE CULVERT UNDER THE ROAD.
 QZ0531'A B.P.R. BRONZE DISK, SET IN THE TOP OF THE NORTH CEMENT STONE
 QZ0531'MASONRY HEADWALL, AND 1.7 FEET WEST OF THE EAST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0243 ***********************************************************************
 TO0243  DESIGNATION -  2251 T
 TO0243  PID         -  TO0243
 TO0243  STATE/COUNTY-  ID/BONNER
 TO0243  USGS QUAD   -  CAREYWOOD (1996)
 TO0243
 TO0243                         *CURRENT SURVEY CONTROL
 TO0243  ___________________________________________________________________
 TO0243* NAD 83(1986)-  48 03 41.     (N)    116 38 31.     (W)     SCALED    
 TO0243* NAVD 88     -       686.324  (meters)    2251.71   (feet)  ADJUSTED  
 TO0243  ___________________________________________________________________
 TO0243  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 TO0243  DYNAMIC HT  -         686.345 (meters)    2251.78  (feet)  COMP
 TO0243  MODELED GRAV-     980,621.1   (mgal)                       NAVD 88
 TO0243
 TO0243  VERT ORDER  -  FIRST     CLASS II
 TO0243
 TO0243.The horizontal coordinates were scaled from a topographic map and have
 TO0243.an estimated accuracy of +/- 6 seconds.
 TO0243
 TO0243.The orthometric height was determined by differential leveling
 TO0243.and adjusted by the National Geodetic Survey in June 1991..
 TO0243
 TO0243.The geoid height was determined by GEOID03.
 TO0243
 TO0243.The dynamic height is computed by dividing the NAVD 88
 TO0243.geopotential number by the normal gravity value computed on the
 TO0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0243.degrees latitude (g = 980.6199 gals.).
 TO0243
 TO0243.The modeled gravity was interpolated from observed gravity values.
 TO0243
 TO0243;                    North         East    Units  Estimated Accuracy
 TO0243;SPC ID W     -   710,980.      733,520.      MT  (+/- 180 meters Scaled)
 TO0243
 TO0243                          SUPERSEDED SURVEY CONTROL
 TO0243
 TO0243  NGVD 29 (??/??/92)  685.116  (m)         2247.75   (f) ADJ UNCH    1 2
 TO0243
 TO0243.Superseded values are not recommended for survey control.
 TO0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0243.See file dsdata.txt to determine how the superseded data were derived.
 TO0243
 TO0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP266231(NAD 83)
 TO0243_MARKER: P = PIPE CAP
 TO0243_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0243_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0243_STAMPING: 2251 T Y8
 TO0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0243
 TO0243  HISTORY     - Date     Condition        Report By
 TO0243  HISTORY     - UNK      MONUMENTED       USGS
 TO0243  HISTORY     - 1944     GOOD             NGS
 TO0243
 TO0243                          STATION DESCRIPTION
 TO0243
 TO0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0243'3.4 MI SW FROM COCOLALLA.
 TO0243'3.4 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 TO0243'STATION AT COCOLALLA, 0.3 MILE SOUTH OF MILEPOST NO. 20, ABOUT 300
 TO0243'FEET SOUTH OF SEMIPHORE TOWER NO. 202, 26 FEET WEST OF WEST RAIL OF
 TO0243'TRACK, 21 FEET EAST OF THE FENCE, 1.8 FEET NORTH OF REFERENCE POST,
 TO0243'ABOUT 4 FEET BELOW TRACK LEVEL.  A USGS BRONZE CAP RIVITED ON TOP OF A
 TO0243'3 1/2-INCH IRON PIPE AND PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0740 ***********************************************************************
 OH0740  DESIGNATION -  2261.31
 OH0740  PID         -  OH0740
 OH0740  STATE/COUNTY-  ID/OWYHEE
 OH0740  USGS QUAD   -  MARSING (1971)
 OH0740
 OH0740                         *CURRENT SURVEY CONTROL
 OH0740  ___________________________________________________________________
 OH0740* NAD 83(1986)-  43 32 44.     (N)    116 48 26.     (W)     SCALED    
 OH0740* NAVD 88     -       690.091  (meters)    2264.07   (feet)  ADJUSTED  
 OH0740  ___________________________________________________________________
 OH0740  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 OH0740  DYNAMIC HT  -         689.844 (meters)    2263.26  (feet)  COMP
 OH0740  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 OH0740
 OH0740  VERT ORDER  -  SECOND    CLASS 0
 OH0740
 OH0740.The horizontal coordinates were scaled from a topographic map and have
 OH0740.an estimated accuracy of +/- 6 seconds.
 OH0740
 OH0740.The orthometric height was determined by differential leveling
 OH0740.and adjusted by the National Geodetic Survey in June 1991..
 OH0740
 OH0740.The geoid height was determined by GEOID03.
 OH0740
 OH0740.The dynamic height is computed by dividing the NAVD 88
 OH0740.geopotential number by the normal gravity value computed on the
 OH0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0740.degrees latitude (g = 980.6199 gals.).
 OH0740
 OH0740.The modeled gravity was interpolated from observed gravity values.
 OH0740
 OH0740;                    North         East    Units  Estimated Accuracy
 OH0740;SPC ID W     -   209,250.      714,570.      MT  (+/- 180 meters Scaled)
 OH0740
 OH0740                          SUPERSEDED SURVEY CONTROL
 OH0740
 OH0740  NGVD 29 (??/??/92)  689.150  (m)         2260.99   (f) ADJ UNCH    2 0
 OH0740
 OH0740.Superseded values are not recommended for survey control.
 OH0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0740.See file dsdata.txt to determine how the superseded data were derived.
 OH0740
 OH0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ155214(NAD 83)
 OH0740_MARKER: DD = SURVEY DISK
 OH0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0740_STAMPING: BM2261.31 PC40.0 STA. 18+59.8 40
 OH0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0740+STABILITY: SURFACE MOTION
 OH0740
 OH0740  HISTORY     - Date     Condition        Report By
 OH0740  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0740  HISTORY     - 1951     GOOD             NGS
 OH0740
 OH0740                          STATION DESCRIPTION
 OH0740
 OH0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0740'IN MARSING.
 OH0740'AT MARSING 0.2 MILE SOUTH ALONG U.S. HIGHWAY 20 FROM THE U.P. AND
 OH0740'O.S.L. RAILROAD STATION, 192 1/2 FEET WEST OF AND ACROSS THE HIGHWAY
 OH0740'FROM THE WEST CORNER OF THE DOBBIN IMPLEMENT CO. BLDG., 39 FEET
 OH0740'NORTHWEST OF AND CENTER OF THE HIGHWAY, AT THE NORTHWEST EDGE OF THE
 OH0740'SIDEWALK, 13.2 FEET EAST OF THE EAST CORNER OF A WHITE FRAME HOUSE,
 OH0740'AND ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OH0740'POST WHICH PROJECTS 1.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0203 ***********************************************************************
 RA0203  DESIGNATION -  22.65
 RA0203  PID         -  RA0203
 RA0203  STATE/COUNTY-  ID/ADAMS
 RA0203  USGS QUAD   -  BALLY MOUNTAIN (1963)
 RA0203
 RA0203                         *CURRENT SURVEY CONTROL
 RA0203  ___________________________________________________________________
 RA0203* NAD 83(1986)-  45 01 28.     (N)    116 16 49.     (W)     SCALED    
 RA0203* NAVD 88     -      1170.201  (meters)    3839.23   (feet)  ADJUSTED  
 RA0203  ___________________________________________________________________
 RA0203  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 RA0203  DYNAMIC HT  -        1169.786 (meters)    3837.87  (feet)  COMP
 RA0203  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 RA0203
 RA0203  VERT ORDER  -  FIRST     CLASS II
 RA0203
 RA0203.The horizontal coordinates were scaled from a topographic map and have
 RA0203.an estimated accuracy of +/- 6 seconds.
 RA0203
 RA0203.The orthometric height was determined by differential leveling
 RA0203.and adjusted by the National Geodetic Survey in June 1991..
 RA0203
 RA0203.The geoid height was determined by GEOID03.
 RA0203
 RA0203.The dynamic height is computed by dividing the NAVD 88
 RA0203.geopotential number by the normal gravity value computed on the
 RA0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0203.degrees latitude (g = 980.6199 gals.).
 RA0203
 RA0203.The modeled gravity was interpolated from observed gravity values.
 RA0203
 RA0203;                    North         East    Units  Estimated Accuracy
 RA0203;SPC ID W     -   373,160.      758,210.      MT  (+/- 180 meters Scaled)
 RA0203
 RA0203                          SUPERSEDED SURVEY CONTROL
 RA0203
 RA0203  NGVD 29 (??/??/92) 1169.10   (m)         3835.6    (f) COMPUTED    1 2
 RA0203
 RA0203.Superseded values are not recommended for survey control.
 RA0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0203.See file dsdata.txt to determine how the superseded data were derived.
 RA0203
 RA0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK567859(NAD 83)
 RA0203_MARKER: Z = SEE DESCRIPTION
 RA0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0203_SP_SET: CULVERT
 RA0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0203
 RA0203  HISTORY     - Date     Condition        Report By
 RA0203  HISTORY     - UNK      MONUMENTED       IDDH
 RA0203  HISTORY     - 1966     GOOD             NGS
 RA0203  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0203
 RA0203                          STATION DESCRIPTION
 RA0203
 RA0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RA0203'3.6 MI N FROM NEW MEADOWS.
 RA0203'3.6 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE NEW MEADOWS POST
 RA0203'OFFICE, 1.8 MILES NORTH OF THE BRIDGE OVER EAST FORK OF GOOSE CREEK,
 RA0203'0.2 MILE SOUTH OF THE DRIVEWAY TO DURDEN RANCH, AT AN INVERTED
 RA0203'IRRIGATION SIPHON, ON THE TOP OF THE NORTHEAST CORNER OF THE WEST
 RA0203'CONCRETE WINGWALL, 0.1 FOOT SOUTH OF THE NORTH END, 60 FEET SOUTH OF
 RA0203'THE CENTER OF A FIELD DRIVEWAY, 39 FEET WEST OF THE CENTER OF THE
 RA0203'HIGHWAY AND 2 FEET EAST OF A WHITE BOARD FENCE.  NOTE-- THE CONCRETE
 RA0203'IN THE SIPHON IS DETERIORATING AND THE ELEVATION SHOULD BE USED WITH
 RA0203'CAUTION.
 RA0203
 RA0203                          STATION RECOVERY (1982)
 RA0203
 RA0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0203'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0738 ***********************************************************************
 OH0738  DESIGNATION -  2294.53
 OH0738  PID         -  OH0738
 OH0738  STATE/COUNTY-  ID/OWYHEE
 OH0738  USGS QUAD   -  MARSING (1971)
 OH0738
 OH0738                         *CURRENT SURVEY CONTROL
 OH0738  ___________________________________________________________________
 OH0738* NAD 83(1986)-  43 32 43.     (N)    116 48 44.     (W)     SCALED    
 OH0738* NAVD 88     -       700.235  (meters)    2297.35   (feet)  ADJUSTED  
 OH0738  ___________________________________________________________________
 OH0738  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 OH0738  DYNAMIC HT  -         699.985 (meters)    2296.53  (feet)  COMP
 OH0738  MODELED GRAV-     980,239.0   (mgal)                       NAVD 88
 OH0738
 OH0738  VERT ORDER  -  SECOND    CLASS 0
 OH0738
 OH0738.The horizontal coordinates were scaled from a topographic map and have
 OH0738.an estimated accuracy of +/- 6 seconds.
 OH0738
 OH0738.The orthometric height was determined by differential leveling
 OH0738.and adjusted by the National Geodetic Survey in June 1991..
 OH0738
 OH0738.The geoid height was determined by GEOID03.
 OH0738
 OH0738.The dynamic height is computed by dividing the NAVD 88
 OH0738.geopotential number by the normal gravity value computed on the
 OH0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0738.degrees latitude (g = 980.6199 gals.).
 OH0738
 OH0738.The modeled gravity was interpolated from observed gravity values.
 OH0738
 OH0738;                    North         East    Units  Estimated Accuracy
 OH0738;SPC ID W     -   209,220.      714,160.      MT  (+/- 180 meters Scaled)
 OH0738
 OH0738                          SUPERSEDED SURVEY CONTROL
 OH0738
 OH0738  NGVD 29 (??/??/92)  699.294  (m)         2294.27   (f) ADJ UNCH    2 0
 OH0738
 OH0738.Superseded values are not recommended for survey control.
 OH0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0738.See file dsdata.txt to determine how the superseded data were derived.
 OH0738
 OH0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ151213(NAD 83)
 OH0738_MARKER: DD = SURVEY DISK
 OH0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0738_STAMPING: BM 2294.53 46.67 STA. 28+70.7
 OH0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0738+STABILITY: SURFACE MOTION
 OH0738
 OH0738  HISTORY     - Date     Condition        Report By
 OH0738  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0738  HISTORY     - 1951     GOOD             NGS
 OH0738
 OH0738                          STATION DESCRIPTION
 OH0738
 OH0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0738'IN MARSING.
 OH0738'0.4 MILE WEST ALONG THE HIGHWAY 20 FROM THE U.P. AND O.S.L.R.R.
 OH0738'STATION IN MARSING, AT THE MARSING HIGH SCHOOL, 66 FEET NORTH ACROSS
 OH0738'THE HIGHWAY 20 FROM USC AND GS AND SS D34118, 34 FEET NORTH OF THE
 OH0738'CENTER LINE OF THE HIGHWAY, 49.8 FEET SOUTH OF THE SOUTHEAST CORNER OF
 OH0738'THE HIGH SCHOOL BLDG. 8.6 FEET WEST OF A POWER LINE POLE WITH GUY WIRE
 OH0738'SUPPORT, 1.6 FEET WEST OF THE SOUTHWEST CORNER OF SQUARE CONCRETE
 OH0738'IRRIGATION WATER BOX, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND
 OH0738'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 OH0738'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0594 ***********************************************************************
 OZ0594  DESIGNATION -  23 AA
 OZ0594  PID         -  OZ0594
 OZ0594  STATE/COUNTY-  ID/ELMORE
 OZ0594  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0594
 OZ0594                         *CURRENT SURVEY CONTROL
 OZ0594  ___________________________________________________________________
 OZ0594* NAD 83(1986)-  43 09 19.     (N)    115 41 52.     (W)     SCALED    
 OZ0594* NAVD 88     -       969.675  (meters)    3181.34   (feet)  ADJUSTED  
 OZ0594  ___________________________________________________________________
 OZ0594  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 OZ0594  DYNAMIC HT  -         969.251 (meters)    3179.95  (feet)  COMP
 OZ0594  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 OZ0594
 OZ0594  VERT ORDER  -  SECOND    CLASS 0
 OZ0594
 OZ0594.The horizontal coordinates were scaled from a topographic map and have
 OZ0594.an estimated accuracy of +/- 6 seconds.
 OZ0594
 OZ0594.The orthometric height was determined by differential leveling
 OZ0594.and adjusted by the National Geodetic Survey in June 1991..
 OZ0594
 OZ0594.The geoid height was determined by GEOID03.
 OZ0594
 OZ0594.The dynamic height is computed by dividing the NAVD 88
 OZ0594.geopotential number by the normal gravity value computed on the
 OZ0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0594.degrees latitude (g = 980.6199 gals.).
 OZ0594
 OZ0594.The modeled gravity was interpolated from observed gravity values.
 OZ0594
 OZ0594;                    North         East    Units  Estimated Accuracy
 OZ0594;SPC ID W     -   165,350.      804,250.      MT  (+/- 180 meters Scaled)
 OZ0594
 OZ0594                          SUPERSEDED SURVEY CONTROL
 OZ0594
 OZ0594  NGVD 29 (??/??/92)  968.800  (m)         3178.47   (f) ADJ UNCH    2 0
 OZ0594
 OZ0594.Superseded values are not recommended for survey control.
 OZ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0594.See file dsdata.txt to determine how the superseded data were derived.
 OZ0594
 OZ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH058788(NAD 83)
 OZ0594_MARKER: P = PIPE CAP
 OZ0594_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OZ0594_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OZ0594_STAMPING: 23AA 3S6E B.M. LV FT
 OZ0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0594
 OZ0594  HISTORY     - Date     Condition        Report By
 OZ0594  HISTORY     - UNK      MONUMENTED       BOR
 OZ0594  HISTORY     - 1959     GOOD             NGS
 OZ0594  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0594
 OZ0594                          STATION DESCRIPTION
 OZ0594
 OZ0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0594'2.35 MI NE FROM MOUNTAIN HOME.
 OZ0594'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 OZ0594'MOUNTAIN HOME TO A PAVED ROAD, THENCE 0.75 MILE NORTH ON PAVED ROAD TO
 OZ0594'A INTERSECTION OF A EAST-WEST CROSS ROAD, THENCE 0.5 MILE EAST ON
 OZ0594'PAVED ROAD TO A T INTERSECTION, 80.0 FEET WEST OF THE CENTERLINE OF A
 OZ0594'PAVED ROAD LEADING SOUTHEAST, 97.0 FEET SOUTH OF THE CENTER OF THE T
 OZ0594'INTERSECTION, 59.0 FEET SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD
 OZ0594'LEADING WEST, A BRASS CAP RIVITED TO THE TOP OF A 2 INCH PIPE
 OZ0594'PROJECTING 1 FOOT.
 OZ0594
 OZ0594                          STATION RECOVERY (1983)
 OZ0594
 OZ0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0492 ***********************************************************************
 NW0492  DESIGNATION -  23 EMH
 NW0492  PID         -  NW0492
 NW0492  STATE/COUNTY-  ID/OWYHEE
 NW0492  USGS QUAD   -  BIG SPRINGS RANCH (1972)
 NW0492
 NW0492                         *CURRENT SURVEY CONTROL
 NW0492  ___________________________________________________________________
 NW0492* NAD 83(1986)-  42 36 42.     (N)    116 26 32.     (W)     SCALED    
 NW0492* NAVD 88     -      1841.337  (meters)    6041.12   (feet)  POSTED    
 NW0492  ___________________________________________________________________
 NW0492  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 NW0492  DYNAMIC HT  -        1840.090 (meters)    6037.03  (feet)  COMP
 NW0492  MODELED GRAV-     979,879.7   (mgal)                       NAVD 88
 NW0492
 NW0492  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0492
 NW0492.The horizontal coordinates were scaled from a topographic map and have
 NW0492.an estimated accuracy of +/- 6 seconds.
 NW0492
 NW0492.The orthometric height was determined by differential leveling
 NW0492.and adjusted by the National Geodetic Survey in 1992..
 NW0492.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0492.rate of 0.0 thru 1.0 mm/km.
 NW0492
 NW0492.The geoid height was determined by GEOID03.
 NW0492
 NW0492.The dynamic height is computed by dividing the NAVD 88
 NW0492.geopotential number by the normal gravity value computed on the
 NW0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0492.degrees latitude (g = 980.6199 gals.).
 NW0492
 NW0492.The modeled gravity was interpolated from observed gravity values.
 NW0492
 NW0492;                    North         East    Units  Estimated Accuracy
 NW0492;SPC ID W     -   105,190.      743,210.      MT  (+/- 180 meters Scaled)
 NW0492
 NW0492                          SUPERSEDED SURVEY CONTROL
 NW0492
 NW0492.No superseded survey control is available for this station.
 NW0492
 NW0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH457178(NAD 83)
 NW0492_MARKER: DD = SURVEY DISK
 NW0492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0492_SP_SET: COPPER-CLAD STEEL ROD
 NW0492_STAMPING: 23 EMH 1972 6037
 NW0492_MARK LOGO: USGS  
 NW0492_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0492+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0492
 NW0492  HISTORY     - Date     Condition        Report By
 NW0492  HISTORY     - 1972     MONUMENTED       USGS
 NW0492
 NW0492                          STATION DESCRIPTION
 NW0492
 NW0492'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0492'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0492'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0492'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0492'TRACK ROAD, 3.8 MILES NORTH OF BIG SPRINGS RANCH ALONG A DIRT ROAD, AT
 NW0492'A T-ROAD EAST TO UPPER BATTLE CREEK CROSSING, 13.1 MILES NORTHWEST OF
 NW0492'UPPER BATTLE CREEK CROSSING ALONG A DIRT ROAD, AT A T-ROAD
 NW0492'INTERSECTION, 28 FEET SOUTH AND 35 FEET WEST AND ABOUT 2 FEET HIGHER
 NW0492'THAN THE INTERSECTION, A 5/8-INCH COPPER-COATED ROD ENCASED IN A
 NW0492'6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0449 ***********************************************************************
 NW0449  DESIGNATION -  23 FMK
 NW0449  PID         -  NW0449
 NW0449  STATE/COUNTY-  ID/OWYHEE
 NW0449  USGS QUAD   -  TRIANGLE FLAT (1990)
 NW0449
 NW0449                         *CURRENT SURVEY CONTROL
 NW0449  ___________________________________________________________________
 NW0449* NAD 83(1986)-  42 49 03.     (N)    116 40 14.     (W)     SCALED    
 NW0449* NAVD 88     -      1546.498  (meters)    5073.80   (feet)  POSTED    
 NW0449  ___________________________________________________________________
 NW0449  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 NW0449  DYNAMIC HT  -        1545.540 (meters)    5070.66  (feet)  COMP
 NW0449  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 NW0449
 NW0449  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0449
 NW0449.The horizontal coordinates were scaled from a topographic map and have
 NW0449.an estimated accuracy of +/- 6 seconds.
 NW0449
 NW0449.The orthometric height was determined by differential leveling
 NW0449.and adjusted by the National Geodetic Survey in 1992..
 NW0449.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0449.rate of 1.1 thru 2.0 mm/km.
 NW0449
 NW0449.The geoid height was determined by GEOID03.
 NW0449
 NW0449.The dynamic height is computed by dividing the NAVD 88
 NW0449.geopotential number by the normal gravity value computed on the
 NW0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0449.degrees latitude (g = 980.6199 gals.).
 NW0449
 NW0449.The modeled gravity was interpolated from observed gravity values.
 NW0449
 NW0449;                    North         East    Units  Estimated Accuracy
 NW0449;SPC ID W     -   128,240.      724,720.      MT  (+/- 180 meters Scaled)
 NW0449
 NW0449                          SUPERSEDED SURVEY CONTROL
 NW0449
 NW0449.No superseded survey control is available for this station.
 NW0449
 NW0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH269406(NAD 83)
 NW0449_MARKER: DD = SURVEY DISK
 NW0449_SETTING: 66 = SET IN ROCK OUTCROP
 NW0449_SP_SET: ROCK OUTCROP
 NW0449_STAMPING: 23 FMK 1964
 NW0449_MARK LOGO: USGS  
 NW0449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0449+STABILITY: POSITION/ELEVATION WELL
 NW0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0449+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0449
 NW0449  HISTORY     - Date     Condition        Report By
 NW0449  HISTORY     - 1964     MONUMENTED       USGS
 NW0449
 NW0449                          STATION DESCRIPTION
 NW0449
 NW0449'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0449'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0449'SOUTHEAST ALONG COUNTY ROAD, THENCE 23.8 MILES SOUTHEAST ALONG FLINT
 NW0449'CREEK ROAD, 84 FEET NORTH OF THE ROAD AND 10 FEET HIGHER THAN THE
 NW0449'ROAD, 8 FEET SOUTH OF A WITNESS POST, SET IN SOUTH EDGE OF A LARGE
 NW0449'ROCK OUTCROP AND 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0432 ***********************************************************************
 NV0432  DESIGNATION -  23 KK
 NV0432  PID         -  NV0432
 NV0432  STATE/COUNTY-  ID/TWIN FALLS
 NV0432  USGS QUAD   -  FILER (1992)
 NV0432
 NV0432                         *CURRENT SURVEY CONTROL
 NV0432  ___________________________________________________________________
 NV0432* NAD 83(1986)-  42 30 21.     (N)    114 30 56.     (W)     SCALED    
 NV0432* NAVD 88     -      1216.178  (meters)    3990.08   (feet)  ADJUSTED  
 NV0432  ___________________________________________________________________
 NV0432  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 NV0432  DYNAMIC HT  -        1215.507 (meters)    3987.88  (feet)  COMP
 NV0432  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 NV0432
 NV0432  VERT ORDER  -  SECOND    CLASS 0
 NV0432
 NV0432.The horizontal coordinates were scaled from a topographic map and have
 NV0432.an estimated accuracy of +/- 6 seconds.
 NV0432
 NV0432.The orthometric height was determined by differential leveling
 NV0432.and adjusted by the National Geodetic Survey in June 1991..
 NV0432
 NV0432.The geoid height was determined by GEOID03.
 NV0432
 NV0432.The dynamic height is computed by dividing the NAVD 88
 NV0432.geopotential number by the normal gravity value computed on the
 NV0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0432.degrees latitude (g = 980.6199 gals.).
 NV0432
 NV0432.The modeled gravity was interpolated from observed gravity values.
 NV0432
 NV0432;                    North         East    Units  Estimated Accuracy
 NV0432;SPC ID C     -    93,330.      457,630.      MT  (+/- 180 meters Scaled)
 NV0432
 NV0432                          SUPERSEDED SURVEY CONTROL
 NV0432
 NV0432  NGVD 29 (??/??/92) 1215.289  (m)         3987.16   (f) ADJ UNCH    2 0
 NV0432
 NV0432.Superseded values are not recommended for survey control.
 NV0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0432.See file dsdata.txt to determine how the superseded data were derived.
 NV0432
 NV0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH041089(NAD 83)
 NV0432_MARKER: DD = SURVEY DISK
 NV0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0432_SP_SET: IRRIGATION DITCH
 NV0432_STAMPING: 23 KK 1950 3987 FT
 NV0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0432
 NV0432  HISTORY     - Date     Condition        Report By
 NV0432  HISTORY     - 1950     MONUMENTED       USGS
 NV0432  HISTORY     - 1963     GOOD             NGS
 NV0432
 NV0432                          STATION DESCRIPTION
 NV0432
 NV0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 NV0432'5.3 MI SW FROM TWIN FALLS.
 NV0432'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 74
 NV0432'IN TWIN FALLS, GO SOUTH AND WEST ON HIGHWAY 74 FOR 4.3 MILES TO A
 NV0432'CROSS ROADS AND COUNTRY STORE ON LEFT.  TURN LEFT (SOUTH) AND GO 1.0
 NV0432'MILE TO A CROSS ROAD AND MARK ON LEFT, 29.0 FEET EAST OF THE
 NV0432'CENTERLINE OF THE NORTH-SOUTH ROAD AND 31.5 FEET NORTH OF THE
 NV0432'EAST-WEST ROAD.  THE MARK IS A STANDARD USGS B.M. DISK STAMPED 23KK,
 NV0432'1950 3987 FT. AND SET IN A DRILL HOLE IN A CONCRETE IRRIGATION DITCH
 NV0432'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0549 ***********************************************************************
 NW0549  DESIGNATION -  23 MDC
 NW0549  PID         -  NW0549
 NW0549  STATE/COUNTY-  ID/OWYHEE
 NW0549  USGS QUAD   -  PLEASANT VALLEY (1973)
 NW0549
 NW0549                         *CURRENT SURVEY CONTROL
 NW0549  ___________________________________________________________________
 NW0549* NAD 83(1986)-  42 30 37.     (N)    116 51 19.     (W)     SCALED    
 NW0549* NAVD 88     -      1720.064  (meters)    5643.24   (feet)  POSTED    
 NW0549  ___________________________________________________________________
 NW0549  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 NW0549  DYNAMIC HT  -        1718.920 (meters)    5639.49  (feet)  COMP
 NW0549  MODELED GRAV-     979,893.9   (mgal)                       NAVD 88
 NW0549
 NW0549  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0549
 NW0549.The horizontal coordinates were scaled from a topographic map and have
 NW0549.an estimated accuracy of +/- 6 seconds.
 NW0549
 NW0549.The orthometric height was determined by differential leveling
 NW0549.and adjusted by the National Geodetic Survey in 1992..
 NW0549.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0549.rate of 0.0 thru 1.0 mm/km.
 NW0549
 NW0549.The geoid height was determined by GEOID03.
 NW0549
 NW0549.The dynamic height is computed by dividing the NAVD 88
 NW0549.geopotential number by the normal gravity value computed on the
 NW0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0549.degrees latitude (g = 980.6199 gals.).
 NW0549
 NW0549.The modeled gravity was interpolated from observed gravity values.
 NW0549
 NW0549;                    North         East    Units  Estimated Accuracy
 NW0549;SPC ID W     -    94,290.      709,170.      MT  (+/- 180 meters Scaled)
 NW0549
 NW0549                          SUPERSEDED SURVEY CONTROL
 NW0549
 NW0549.No superseded survey control is available for this station.
 NW0549
 NW0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH118064(NAD 83)
 NW0549_MARKER: DD = SURVEY DISK
 NW0549_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0549_SP_SET: COPPER-CLAD STEEL ROD
 NW0549_STAMPING: 23 MDC 1973 5639
 NW0549_MARK LOGO: USGS  
 NW0549_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0549+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0549
 NW0549  HISTORY     - Date     Condition        Report By
 NW0549  HISTORY     - 1973     MONUMENTED       USGS
 NW0549
 NW0549                          STATION DESCRIPTION
 NW0549
 NW0549'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0549'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0549'SOUTH ALONG A GRAVELED ROAD, THENCE 23.0 MILES SOUTH AND EAST ALONG A
 NW0549'DIRT ROAD TOWARD GRANDVIEW, IDAHO, AT THE TURNOFF TO BRACE BROTHERS
 NW0549'RANCH, 21 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF A
 NW0549'WITNESS SIGN ON THE SIGNPOST LEG, 1 FOOT SOUTH OF A ROAD SIGN, ON A
 NW0549'A 5/8-INCH COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE
 NW0549'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0313 ***********************************************************************
 RA0313  DESIGNATION -  23 N
 RA0313  PID         -  RA0313
 RA0313  STATE/COUNTY-  ID/ADAMS
 RA0313  USGS QUAD   -  WHITE MONUMENT (1990)
 RA0313
 RA0313                         *CURRENT SURVEY CONTROL
 RA0313  ___________________________________________________________________
 RA0313* NAD 83(1986)-  45 09 37.     (N)    116 43 27.     (W)     SCALED    
 RA0313* NAVD 88     -       494.474  (meters)    1622.29   (feet)  ADJUSTED  
 RA0313  ___________________________________________________________________
 RA0313  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 RA0313  DYNAMIC HT  -         494.306 (meters)    1621.74  (feet)  COMP
 RA0313  MODELED GRAV-     980,266.5   (mgal)                       NAVD 88
 RA0313
 RA0313  VERT ORDER  -  SECOND    CLASS 0
 RA0313
 RA0313.The horizontal coordinates were scaled from a topographic map and have
 RA0313.an estimated accuracy of +/- 6 seconds.
 RA0313
 RA0313.The orthometric height was determined by differential leveling
 RA0313.and adjusted by the National Geodetic Survey in June 1991..
 RA0313
 RA0313.The geoid height was determined by GEOID03.
 RA0313
 RA0313.The dynamic height is computed by dividing the NAVD 88
 RA0313.geopotential number by the normal gravity value computed on the
 RA0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0313.degrees latitude (g = 980.6199 gals.).
 RA0313
 RA0313.The modeled gravity was interpolated from observed gravity values.
 RA0313
 RA0313;                    North         East    Units  Estimated Accuracy
 RA0313;SPC ID W     -   388,580.      723,410.      MT  (+/- 180 meters Scaled)
 RA0313
 RA0313                          SUPERSEDED SURVEY CONTROL
 RA0313
 RA0313.No superseded survey control is available for this station.
 RA0313
 RA0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL216007(NAD 83)
 RA0313_MARKER: DD = SURVEY DISK
 RA0313_SETTING: 66 = SET IN ROCK OUTCROP
 RA0313_SP_SET: ROCK OUTCROP
 RA0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0313+STABILITY: POSITION/ELEVATION WELL
 RA0313
 RA0313  HISTORY     - Date     Condition        Report By
 RA0313  HISTORY     - UNK      MONUMENTED       DOD
 RA0313  HISTORY     - 1946     GOOD             NGS
 RA0313
 RA0313                          STATION DESCRIPTION
 RA0313
 RA0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0313'11.95 MI NE FROM HOMESTEAD, OR.
 RA0313'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0313'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0313'LEDGE MINE ROAD, THENCE 9.75 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0313'ROAD, BENCH MARK IS 0.75 MILE SOUTH OF THE SOUTH END OF A TUNNEL, AT
 RA0313'THE NORTH END OF AN 8-FOOT CUT THROUGH A NARROW ROCK POINT (THE MOST
 RA0313'PROMINENT ROCK POINT IN THIS IMMEDIATE VICINITY), 7.5 FEET WEST OF
 RA0313'CENTER OF THE ROAD, AN OUTLINED CHISELED PYRAMID CUT ON TOP OF AND 2.0
 RA0313'FEET SOUTH OF THE NORTH END OF A LEDGE AT THE EAST BASE OF A LARGE
 RA0313'ROCK OUTCROP, ABOUT 1 FOOT ABOVE THE ROAD, PAINTED USSBM NO. 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0180 ***********************************************************************
 SV0180  DESIGNATION -  2308
 SV0180  PID         -  SV0180
 SV0180  STATE/COUNTY-  ID/SHOSHONE
 SV0180  USGS QUAD   -  KELLOGG EAST (1996)
 SV0180
 SV0180                         *CURRENT SURVEY CONTROL
 SV0180  ___________________________________________________________________
 SV0180* NAD 83(1986)-  47 32 14.     (N)    116 07 16.     (W)     SCALED    
 SV0180* NAVD 88     -       704.069  (meters)    2309.93   (feet)  ADJUSTED  
 SV0180  ___________________________________________________________________
 SV0180  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 SV0180  DYNAMIC HT  -         704.070 (meters)    2309.94  (feet)  COMP
 SV0180  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 SV0180
 SV0180  VERT ORDER  -  SECOND    CLASS 0
 SV0180
 SV0180.The horizontal coordinates were scaled from a topographic map and have
 SV0180.an estimated accuracy of +/- 6 seconds.
 SV0180
 SV0180.The orthometric height was determined by differential leveling
 SV0180.and adjusted by the National Geodetic Survey in June 1991..
 SV0180.WARNING-Repeat measurements at this control monument indicate possible
 SV0180.vertical movement.
 SV0180
 SV0180.The geoid height was determined by GEOID03.
 SV0180
 SV0180.The dynamic height is computed by dividing the NAVD 88
 SV0180.geopotential number by the normal gravity value computed on the
 SV0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0180.degrees latitude (g = 980.6199 gals.).
 SV0180
 SV0180.The modeled gravity was interpolated from observed gravity values.
 SV0180
 SV0180;                    North         East    Units  Estimated Accuracy
 SV0180;SPC ID W     -   652,380.      772,060.      MT  (+/- 180 meters Scaled)
 SV0180
 SV0180                          SUPERSEDED SURVEY CONTROL
 SV0180
 SV0180  NGVD 29 (??/??/92)  702.963  (m)         2306.30   (f) ADJ UNCH    2 0
 SV0180
 SV0180.Superseded values are not recommended for survey control.
 SV0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0180.See file dsdata.txt to determine how the superseded data were derived.
 SV0180
 SV0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN661652(NAD 83)
 SV0180_MARKER: P = PIPE CAP
 SV0180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0180_STAMPING: 2308
 SV0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0180
 SV0180  HISTORY     - Date     Condition        Report By
 SV0180  HISTORY     - UNK      MONUMENTED       USGS
 SV0180  HISTORY     - 1944     GOOD             NGS
 SV0180  HISTORY     - 1983     GOOD             NGS
 SV0180
 SV0180                          STATION DESCRIPTION
 SV0180
 SV0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0180'IN KELLOGG.
 SV0180'AT KELLOGG, SHOSHONE COUNTY, 0.8 FOOT EAST OF THE SOUTHWEST CORNER OF
 SV0180'THE OLD OREGON-WASHINGTON RAILROAD AND NAVIGATION CO. RAILROAD
 SV0180'STATION, 10 FEET WEST OF THE WEST SIDE OF THE WAITING-ROOM ENTRANCE
 SV0180'DOOR, AND 48.5 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 SV0180'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2308 AND RIVETED
 SV0180'IN THE TOP OF AN IRON PIPE.
 SV0180
 SV0180                          STATION RECOVERY (1983)
 SV0180
 SV0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0549 ***********************************************************************
 OX0549  DESIGNATION -  231 A
 OX0549  PID         -  OX0549
 OX0549  STATE/COUNTY-  ID/JEFFERSON
 OX0549  USGS QUAD   -  POPLAR (1979)
 OX0549
 OX0549                         *CURRENT SURVEY CONTROL
 OX0549  ___________________________________________________________________
 OX0549* NAD 83(1986)-  43 37 21.     (N)    111 39 55.     (W)     SCALED    
 OX0549* NAVD 88     -      1533.023  (meters)    5029.59   (feet)  ADJUSTED  
 OX0549  ___________________________________________________________________
 OX0549  GEOID HEIGHT-         -10.78  (meters)                     GEOID03
 OX0549  DYNAMIC HT  -        1532.187 (meters)    5026.85  (feet)  COMP
 OX0549  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 OX0549
 OX0549  VERT ORDER  -  SECOND    CLASS 0
 OX0549
 OX0549.The horizontal coordinates were scaled from a topographic map and have
 OX0549.an estimated accuracy of +/- 6 seconds.
 OX0549
 OX0549.The orthometric height was determined by differential leveling
 OX0549.and adjusted by the National Geodetic Survey in June 1991..
 OX0549
 OX0549.The geoid height was determined by GEOID03.
 OX0549
 OX0549.The dynamic height is computed by dividing the NAVD 88
 OX0549.geopotential number by the normal gravity value computed on the
 OX0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0549.degrees latitude (g = 980.6199 gals.).
 OX0549
 OX0549.The modeled gravity was interpolated from observed gravity values.
 OX0549
 OX0549;                    North         East    Units  Estimated Accuracy
 OX0549;SPC ID E     -   217,380.      240,470.      MT  (+/- 180 meters Scaled)
 OX0549
 OX0549                          SUPERSEDED SURVEY CONTROL
 OX0549
 OX0549  NGVD 29 (??/??/92) 1531.892  (m)         5025.88   (f) ADJ UNCH    2 0
 OX0549
 OX0549.Superseded values are not recommended for survey control.
 OX0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0549.See file dsdata.txt to determine how the superseded data were derived.
 OX0549
 OX0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP463301(NAD 83)
 OX0549_MARKER: DD = SURVEY DISK
 OX0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0549_SP_SET: ANCHOR BLOCK
 OX0549_STAMPING: 231 A 1944
 OX0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0549
 OX0549  HISTORY     - Date     Condition        Report By
 OX0549  HISTORY     - 1944     MONUMENTED       DOD
 OX0549  HISTORY     - 1945     GOOD             NGS
 OX0549
 OX0549                          STATION DESCRIPTION
 OX0549
 OX0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0549'1.4 MI NE FROM POPLAR.
 OX0549'0.4 MILE NORTH ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, 1.0 MILE
 OX0549'EAST ALONG COUNTY ROAD, SET AT SITE OF OLD FERRY, SET IN AN OLD
 OX0549'CONCRETE FERRY ANCHOR, 30.5 FEET SOUTHEAST OF CENTER-LINE OF ROAD TO
 OX0549'OLD FERRY SLIP, 20 FEET NORTHEAST OF CENTER-LINE OF ROAD PARALLELING
 OX0549'RIVER, 2 FEET NORTHEAST OF REFERENCE POST.  BRONZE BENCH MARK DISK SET
 OX0549'ABOUT LEVEL WITH THE GROUND.  A USE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0546 ***********************************************************************
 OX0546  DESIGNATION -  231 B
 OX0546  PID         -  OX0546
 OX0546  STATE/COUNTY-  ID/JEFFERSON
 OX0546  USGS QUAD   -  HEISE (1979)
 OX0546
 OX0546                         *CURRENT SURVEY CONTROL
 OX0546  ___________________________________________________________________
 OX0546* NAD 83(1986)-  43 37 30.     (N)    111 40 51.     (W)     SCALED    
 OX0546* NAVD 88     -      1530.175  (meters)    5020.25   (feet)  ADJUSTED  
 OX0546  ___________________________________________________________________
 OX0546  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 OX0546  DYNAMIC HT  -        1529.350 (meters)    5017.54  (feet)  COMP
 OX0546  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 OX0546
 OX0546  VERT ORDER  -  SECOND    CLASS 0
 OX0546
 OX0546.The horizontal coordinates were scaled from a topographic map and have
 OX0546.an estimated accuracy of +/- 6 seconds.
 OX0546
 OX0546.The orthometric height was determined by differential leveling
 OX0546.and adjusted by the National Geodetic Survey in June 1991..
 OX0546
 OX0546.The geoid height was determined by GEOID03.
 OX0546
 OX0546.The dynamic height is computed by dividing the NAVD 88
 OX0546.geopotential number by the normal gravity value computed on the
 OX0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0546.degrees latitude (g = 980.6199 gals.).
 OX0546
 OX0546.The modeled gravity was interpolated from observed gravity values.
 OX0546
 OX0546;                    North         East    Units  Estimated Accuracy
 OX0546;SPC ID E     -   217,650.      239,210.      MT  (+/- 180 meters Scaled)
 OX0546
 OX0546                          SUPERSEDED SURVEY CONTROL
 OX0546
 OX0546  NGVD 29 (??/??/92) 1529.055  (m)         5016.57   (f) ADJ UNCH    2 0
 OX0546
 OX0546.Superseded values are not recommended for survey control.
 OX0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0546.See file dsdata.txt to determine how the superseded data were derived.
 OX0546
 OX0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP450304(NAD 83)
 OX0546_MARKER: DD = SURVEY DISK
 OX0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0546_STAMPING: 231 B 1944
 OX0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0546+STABILITY: SURFACE MOTION
 OX0546
 OX0546  HISTORY     - Date     Condition        Report By
 OX0546  HISTORY     - 1944     MONUMENTED       DOD
 OX0546  HISTORY     - 1945     GOOD             NGS
 OX0546
 OX0546                          STATION DESCRIPTION
 OX0546
 OX0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0546'0.6 MI N FROM POPLAR.
 OX0546'0.4 MILE NORTH ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, 0.2 MILE
 OX0546'EAST ALONG COUNTY ROAD, SET AT THE SOUTHWEST CORNER OF FARM YARD, 20
 OX0546'FEET NORTH OF CENTER-LINE OF ROAD, 3 FEET EAST OF A POINT IN LINE WITH
 OX0546'ROW OF TREES, 2.2 FEET SOUTH OF FENCE, 1.5 FEET SOUTHWEST OF REFERENCE
 OX0546'POST.  A U.S.E. BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 OX0546'ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0552 ***********************************************************************
 OX0552  DESIGNATION -  231 C
 OX0552  PID         -  OX0552
 OX0552  STATE/COUNTY-  ID/JEFFERSON
 OX0552  USGS QUAD   -  HEISE (1979)
 OX0552
 OX0552                         *CURRENT SURVEY CONTROL
 OX0552  ___________________________________________________________________
 OX0552* NAD 83(1986)-  43 37 52.     (N)    111 41 34.     (W)     SCALED    
 OX0552* NAVD 88     -      1527.392  (meters)    5011.12   (feet)  ADJUSTED  
 OX0552  ___________________________________________________________________
 OX0552  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 OX0552  DYNAMIC HT  -        1526.572 (meters)    5008.43  (feet)  COMP
 OX0552  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 OX0552
 OX0552  VERT ORDER  -  SECOND    CLASS 0
 OX0552
 OX0552.The horizontal coordinates were scaled from a topographic map and have
 OX0552.an estimated accuracy of +/- 6 seconds.
 OX0552
 OX0552.The orthometric height was determined by differential leveling
 OX0552.and adjusted by the National Geodetic Survey in June 1991..
 OX0552
 OX0552.The geoid height was determined by GEOID03.
 OX0552
 OX0552.The dynamic height is computed by dividing the NAVD 88
 OX0552.geopotential number by the normal gravity value computed on the
 OX0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0552.degrees latitude (g = 980.6199 gals.).
 OX0552
 OX0552.The modeled gravity was interpolated from observed gravity values.
 OX0552
 OX0552;                    North         East    Units  Estimated Accuracy
 OX0552;SPC ID E     -   218,320.      238,240.      MT  (+/- 180 meters Scaled)
 OX0552
 OX0552                          SUPERSEDED SURVEY CONTROL
 OX0552
 OX0552  NGVD 29 (??/??/92) 1526.276  (m)         5007.46   (f) ADJ UNCH    2 0
 OX0552
 OX0552.Superseded values are not recommended for survey control.
 OX0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0552.See file dsdata.txt to determine how the superseded data were derived.
 OX0552
 OX0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP441311(NAD 83)
 OX0552_MARKER: DD = SURVEY DISK
 OX0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0552_STAMPING: 231 C 1944
 OX0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0552+STABILITY: SURFACE MOTION
 OX0552
 OX0552  HISTORY     - Date     Condition        Report By
 OX0552  HISTORY     - UNK      MONUMENTED       DOD
 OX0552  HISTORY     - 1945     GOOD             NGS
 OX0552
 OX0552                          STATION DESCRIPTION
 OX0552
 OX0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0552'1.1 MI NW FROM POPLAR.
 OX0552'1.1 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, SET
 OX0552'AT THE NORTH END OF THE GREAT FEEDER CANAL HEADGATES, 20 FEET
 OX0552'NORTHEAST OF CENTER-LINE OF ROAD, 4.5 FEET SOUTHWEST OF THE SOUTHWEST
 OX0552'CORNER OF THE NORTH PUMP HOUSE, 1 FOOT EAST OF A POINT IN LINE WITH
 OX0552'THE WEST WALL OF BRIDGE.  A USE DISK SET IN TOP OF CONCRETE POST AND
 OX0552'LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0557 ***********************************************************************
 OX0557  DESIGNATION -  231 D
 OX0557  PID         -  OX0557
 OX0557  STATE/COUNTY-  ID/JEFFERSON
 OX0557  USGS QUAD   -  HEISE (1979)
 OX0557
 OX0557                         *CURRENT SURVEY CONTROL
 OX0557  ___________________________________________________________________
 OX0557* NAD 83(1986)-  43 38 28.     (N)    111 42 02.     (W)     SCALED    
 OX0557* NAVD 88     -      1523.449  (meters)    4998.18   (feet)  ADJUSTED  
 OX0557  ___________________________________________________________________
 OX0557  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 OX0557  DYNAMIC HT  -        1522.634 (meters)    4995.51  (feet)  COMP
 OX0557  MODELED GRAV-     980,030.4   (mgal)                       NAVD 88
 OX0557
 OX0557  VERT ORDER  -  SECOND    CLASS 0
 OX0557
 OX0557.The horizontal coordinates were scaled from a topographic map and have
 OX0557.an estimated accuracy of +/- 6 seconds.
 OX0557
 OX0557.The orthometric height was determined by differential leveling
 OX0557.and adjusted by the National Geodetic Survey in June 1991..
 OX0557
 OX0557.The geoid height was determined by GEOID03.
 OX0557
 OX0557.The dynamic height is computed by dividing the NAVD 88
 OX0557.geopotential number by the normal gravity value computed on the
 OX0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0557.degrees latitude (g = 980.6199 gals.).
 OX0557
 OX0557.The modeled gravity was interpolated from observed gravity values.
 OX0557
 OX0557;                    North         East    Units  Estimated Accuracy
 OX0557;SPC ID E     -   219,430.      237,610.      MT  (+/- 180 meters Scaled)
 OX0557
 OX0557                          SUPERSEDED SURVEY CONTROL
 OX0557
 OX0557  NGVD 29 (??/??/92) 1522.334  (m)         4994.52   (f) ADJ UNCH    2 0
 OX0557
 OX0557.Superseded values are not recommended for survey control.
 OX0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0557.See file dsdata.txt to determine how the superseded data were derived.
 OX0557
 OX0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP434322(NAD 83)
 OX0557_MARKER: DD = SURVEY DISK
 OX0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0557_STAMPING: 231 D 1944
 OX0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0557+STABILITY: SURFACE MOTION
 OX0557
 OX0557  HISTORY     - Date     Condition        Report By
 OX0557  HISTORY     - 1944     MONUMENTED       DOD
 OX0557  HISTORY     - 1945     GOOD             NGS
 OX0557  HISTORY     - 1984     GOOD             BPA
 OX0557
 OX0557                          STATION DESCRIPTION
 OX0557
 OX0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0557'1.9 MI NW FROM POPLAR.
 OX0557'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, SET
 OX0557'ABOUT DUE EAST OF THE NORTH POINT OF TRIANGLE FORMED BY JUNCTION OF
 OX0557'ROADS, 71 FEET EAST OF CENTER-LINE OF ROAD, ON EAST EDGE OF GRAVEL
 OX0557'PIT, 3 FEET SOUTH OF REFERENCE POST.  A USE BRONZE BENCH MARK DISK SET
 OX0557'IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 OX0557
 OX0557                          STATION RECOVERY (1984)
 OX0557
 OX0557'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1984
 OX0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0559 ***********************************************************************
 OX0559  DESIGNATION -  231 E
 OX0559  PID         -  OX0559
 OX0559  STATE/COUNTY-  ID/JEFFERSON
 OX0559  USGS QUAD   -  HEISE (1979)
 OX0559
 OX0559                         *CURRENT SURVEY CONTROL
 OX0559  ___________________________________________________________________
 OX0559* NAD 83(1986)-  43 38 28.     (N)    111 43 16.     (W)     SCALED    
 OX0559* NAVD 88     -      1520.201  (meters)    4987.53   (feet)  ADJUSTED  
 OX0559  ___________________________________________________________________
 OX0559  GEOID HEIGHT-         -10.95  (meters)                     GEOID03
 OX0559  DYNAMIC HT  -        1519.401 (meters)    4984.90  (feet)  COMP
 OX0559  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 OX0559
 OX0559  VERT ORDER  -  SECOND    CLASS 0
 OX0559
 OX0559.The horizontal coordinates were scaled from a topographic map and have
 OX0559.an estimated accuracy of +/- 6 seconds.
 OX0559
 OX0559.The orthometric height was determined by differential leveling
 OX0559.and adjusted by the National Geodetic Survey in June 1991..
 OX0559
 OX0559.The geoid height was determined by GEOID03.
 OX0559
 OX0559.The dynamic height is computed by dividing the NAVD 88
 OX0559.geopotential number by the normal gravity value computed on the
 OX0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0559.degrees latitude (g = 980.6199 gals.).
 OX0559
 OX0559.The modeled gravity was interpolated from observed gravity values.
 OX0559
 OX0559;                    North         East    Units  Estimated Accuracy
 OX0559;SPC ID E     -   219,420.      235,950.      MT  (+/- 180 meters Scaled)
 OX0559
 OX0559                          SUPERSEDED SURVEY CONTROL
 OX0559
 OX0559  NGVD 29 (??/??/92) 1519.101  (m)         4983.92   (f) ADJ UNCH    2 0
 OX0559
 OX0559.Superseded values are not recommended for survey control.
 OX0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0559.See file dsdata.txt to determine how the superseded data were derived.
 OX0559
 OX0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP418322(NAD 83)
 OX0559_MARKER: DD = SURVEY DISK
 OX0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0559_STAMPING: 231 E 1944
 OX0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0559+STABILITY: SURFACE MOTION
 OX0559
 OX0559  HISTORY     - Date     Condition        Report By
 OX0559  HISTORY     - 1944     MONUMENTED       DOD
 OX0559  HISTORY     - 1945     GOOD             NGS
 OX0559
 OX0559                          STATION DESCRIPTION
 OX0559
 OX0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0559'2.9 MI NW FROM POPLAR.
 OX0559'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, 1.0
 OX0559'MILE WEST ALONG COUNTY ROAD, SET AT 90-DEGREE TURN WITH TANGENTS
 OX0559'LEADING NORTH AND EAST, 36 FEET SOUTHWEST OF CENTER-LINE OF ROAD, 5.5
 OX0559'FEET EAST OF FENCE, 2 FEET NORTH OF REFERENCE POST.  A USE BRONZE
 OX0559'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 OX0559'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0562 ***********************************************************************
 OX0562  DESIGNATION -  231 F
 OX0562  PID         -  OX0562
 OX0562  STATE/COUNTY-  ID/JEFFERSON
 OX0562  USGS QUAD   -  HEISE (1979)
 OX0562
 OX0562                         *CURRENT SURVEY CONTROL
 OX0562  ___________________________________________________________________
 OX0562* NAD 83(1986)-  43 38 54.     (N)    111 43 32.     (W)     SCALED    
 OX0562* NAVD 88     -      1518.345  (meters)    4981.44   (feet)  ADJUSTED  
 OX0562  ___________________________________________________________________
 OX0562  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 OX0562  DYNAMIC HT  -        1517.543 (meters)    4978.81  (feet)  COMP
 OX0562  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 OX0562
 OX0562  VERT ORDER  -  SECOND    CLASS 0
 OX0562
 OX0562.The horizontal coordinates were scaled from a topographic map and have
 OX0562.an estimated accuracy of +/- 6 seconds.
 OX0562
 OX0562.The orthometric height was determined by differential leveling
 OX0562.and adjusted by the National Geodetic Survey in June 1991..
 OX0562
 OX0562.The geoid height was determined by GEOID03.
 OX0562
 OX0562.The dynamic height is computed by dividing the NAVD 88
 OX0562.geopotential number by the normal gravity value computed on the
 OX0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0562.degrees latitude (g = 980.6199 gals.).
 OX0562
 OX0562.The modeled gravity was interpolated from observed gravity values.
 OX0562
 OX0562;                    North         East    Units  Estimated Accuracy
 OX0562;SPC ID E     -   220,220.      235,590.      MT  (+/- 180 meters Scaled)
 OX0562
 OX0562                          SUPERSEDED SURVEY CONTROL
 OX0562
 OX0562  NGVD 29 (??/??/92) 1517.243  (m)         4977.82   (f) ADJ UNCH    2 0
 OX0562
 OX0562.Superseded values are not recommended for survey control.
 OX0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0562.See file dsdata.txt to determine how the superseded data were derived.
 OX0562
 OX0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP414330(NAD 83)
 OX0562_MARKER: DD = SURVEY DISK
 OX0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0562_STAMPING: 231 F 1944
 OX0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0562+STABILITY: SURFACE MOTION
 OX0562
 OX0562  HISTORY     - Date     Condition        Report By
 OX0562  HISTORY     - 1944     MONUMENTED       DOD
 OX0562  HISTORY     - 1945     GOOD             NGS
 OX0562
 OX0562                          STATION DESCRIPTION
 OX0562
 OX0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0562'3.5 MI NW FROM POPLAR.
 OX0562'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, 1.0
 OX0562'MILE WEST ALONG COUNTY ROAD, 0.2 MILE NORTH ALONG COUNTY ROAD, 0.2
 OX0562'MILE WEST ALONG COUNTY ROAD, 0.2 MILE NORTH ALONG COUNTY ROAD, SET ON
 OX0562'OUTSIDE OF CURVE WITH TANGENTS LEADING SOUTH AND WEST, 35 FEET
 OX0562'NORTHEAST OF CENTER-LINE OF ROAD, 17 FEET NORTH-NORTHWEST OF REA POLE
 OX0562'NO. F 25-19, 6 FEET WEST OF NORTH-SOUTH FENCE, 2 FEET SOUTH OF
 OX0562'REFERENCE POST.  BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE POST
 OX0562'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0563 ***********************************************************************
 OX0563  DESIGNATION -  231 G
 OX0563  PID         -  OX0563
 OX0563  STATE/COUNTY-  ID/JEFFERSON
 OX0563  USGS QUAD   -  HEISE (1979)
 OX0563
 OX0563                         *CURRENT SURVEY CONTROL
 OX0563  ___________________________________________________________________
 OX0563* NAD 83(1986)-  43 38 53.     (N)    111 44 34.     (W)     SCALED    
 OX0563* NAVD 88     -      1515.738  (meters)    4972.88   (feet)  ADJUSTED  
 OX0563  ___________________________________________________________________
 OX0563  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 OX0563  DYNAMIC HT  -        1514.938 (meters)    4970.26  (feet)  COMP
 OX0563  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 OX0563
 OX0563  VERT ORDER  -  SECOND    CLASS 0
 OX0563
 OX0563.The horizontal coordinates were scaled from a topographic map and have
 OX0563.an estimated accuracy of +/- 6 seconds.
 OX0563
 OX0563.The orthometric height was determined by differential leveling
 OX0563.and adjusted by the National Geodetic Survey in June 1991..
 OX0563
 OX0563.The geoid height was determined by GEOID03.
 OX0563
 OX0563.The dynamic height is computed by dividing the NAVD 88
 OX0563.geopotential number by the normal gravity value computed on the
 OX0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0563.degrees latitude (g = 980.6199 gals.).
 OX0563
 OX0563.The modeled gravity was interpolated from observed gravity values.
 OX0563
 OX0563;                    North         East    Units  Estimated Accuracy
 OX0563;SPC ID E     -   220,180.      234,200.      MT  (+/- 180 meters Scaled)
 OX0563
 OX0563                          SUPERSEDED SURVEY CONTROL
 OX0563
 OX0563  NGVD 29 (??/??/92) 1514.639  (m)         4969.28   (f) ADJ UNCH    2 0
 OX0563
 OX0563.Superseded values are not recommended for survey control.
 OX0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0563.See file dsdata.txt to determine how the superseded data were derived.
 OX0563
 OX0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP400330(NAD 83)
 OX0563_MARKER: DD = SURVEY DISK
 OX0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0563_STAMPING: 231 G 1944
 OX0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0563+STABILITY: SURFACE MOTION
 OX0563
 OX0563  HISTORY     - Date     Condition        Report By
 OX0563  HISTORY     - 1944     MONUMENTED       DOD
 OX0563  HISTORY     - 1945     GOOD             NGS
 OX0563
 OX0563                          STATION DESCRIPTION
 OX0563
 OX0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0563'4.3 MI NW FROM POPLAR.
 OX0563'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, 1.0
 OX0563'MILE WEST, 0.2 MILE NORTH, 0.2 MILE WEST, 0.2 MILE NORTH, 0.8 MILE
 OX0563'WEST, SET ON OUTSIDE OF CURVE WITH TANGENTS LEADING EAST AND
 OX0563'NORTHWEST, 30 FEET SOUTH OF CENTER-LINE OF ROAD, 15 FEET WEST OF WEST
 OX0563'GATE POST, 6.5 FEET NORTH OF FENCE, 1.5 FEET WEST OF REFERENCE POST. A
 OX0563'USE BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 OX0563'ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0543 ***********************************************************************
 OX0543  DESIGNATION -  231 H
 OX0543  PID         -  OX0543
 OX0543  STATE/COUNTY-  ID/JEFFERSON
 OX0543  USGS QUAD   -  HEISE (1979)
 OX0543
 OX0543                         *CURRENT SURVEY CONTROL
 OX0543  ___________________________________________________________________
 OX0543* NAD 83(1986)-  43 39 20.     (N)    111 44 44.     (W)     SCALED    
 OX0543* NAVD 88     -      1514.199  (meters)    4967.83   (feet)  POSTED    
 OX0543  ___________________________________________________________________
 OX0543  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 OX0543  DYNAMIC HT  -        1513.400 (meters)    4965.21  (feet)  COMP
 OX0543  MODELED GRAV-     980,037.7   (mgal)                       NAVD 88
 OX0543
 OX0543  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 OX0543
 OX0543.The horizontal coordinates were scaled from a topographic map and have
 OX0543.an estimated accuracy of +/- 6 seconds.
 OX0543
 OX0543.The orthometric height was determined by differential leveling
 OX0543.and adjusted by the National Geodetic Survey in 1992..
 OX0543.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 OX0543.rate of 3.1 thru 4.0 mm/km.
 OX0543
 OX0543.The geoid height was determined by GEOID03.
 OX0543
 OX0543.The dynamic height is computed by dividing the NAVD 88
 OX0543.geopotential number by the normal gravity value computed on the
 OX0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0543.degrees latitude (g = 980.6199 gals.).
 OX0543
 OX0543.The modeled gravity was interpolated from observed gravity values.
 OX0543
 OX0543;                    North         East    Units  Estimated Accuracy
 OX0543;SPC ID E     -   221,010.      233,970.      MT  (+/- 180 meters Scaled)
 OX0543
 OX0543                          SUPERSEDED SURVEY CONTROL
 OX0543
 OX0543  NGVD 29 (??/??/92) 1513.097  (m)         4964.22   (f) ADJ UNCH    2 0
 OX0543
 OX0543.Superseded values are not recommended for survey control.
 OX0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0543.See file dsdata.txt to determine how the superseded data were derived.
 OX0543
 OX0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP398338(NAD 83)
 OX0543_MARKER: DD = SURVEY DISK
 OX0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0543_STAMPING: 231 H 1944
 OX0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0543+STABILITY: SURFACE MOTION
 OX0543
 OX0543  HISTORY     - Date     Condition        Report By
 OX0543  HISTORY     - 1944     MONUMENTED       DOD
 OX0543  HISTORY     - 1951     GOOD             NGS
 OX0543
 OX0543                          STATION DESCRIPTION
 OX0543
 OX0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0543'4.9 MI NW FROM POPLAR.
 OX0543'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR,
 OX0543'THENCE, 1.0 MILE WEST, 0.2 MILE NORTH, 0.2 MILE WEST, 0.2 MILE NORTH,
 OX0543'0.8 MILE WEST, 0.2 MILE NORTHWEST AND 0.4 MILE NORTH, SET ON OUTSIDE
 OX0543'OF CURVE WITH TANGENTS LEADING WEST AND SOUTH, ABOUT 50 FEET NORTHWEST
 OX0543'OF RAILROAD TRACK, 30 FEET NORTHEAST OF CENTERLINE OF ROAD, 3 FEET
 OX0543'SOUTH OF 3-WAY CORNER FENCE POST, 22 FEET EAST OF REA POLE NO. E-34,
 OX0543'1.5 FEET SOUTH OF REFERENCE POST.  A USE BRONZE BENCH MARK DISK SET IN
 OX0543'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 OX0543'NOTE-- MARK MAY ALSO BE REACHED BY THE FOLLOWING DESCRIPTION, ABOUT
 OX0543'2.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0543'AT RIRIE, ABOUT 400 FEET NORTHEAST OF AN ASPHALT ROAD CROSSING AT THE
 OX0543'OUTSIDE OF A CURVE IN A GRAVEL ROAD, 61 FEET WEST OF THE WEST RAIL, 27
 OX0543'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 22 FEET EAST OF A
 OX0543'POWER LINE POLE NUMBER E 434, 4 FEET SOUTH OF A CORNER FENCE POST, 1.7
 OX0543'FEET EAST OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK,
 OX0543'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 OX0543'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0565 ***********************************************************************
 OX0565  DESIGNATION -  231 J
 OX0565  PID         -  OX0565
 OX0565  STATE/COUNTY-  ID/JEFFERSON
 OX0565  USGS QUAD   -  RIRIE (1980)
 OX0565
 OX0565                         *CURRENT SURVEY CONTROL
 OX0565  ___________________________________________________________________
 OX0565* NAD 83(1986)-  43 39 20.     (N)    111 45 55.     (W)     SCALED    
 OX0565* NAVD 88     -      1511.182  (meters)    4957.94   (feet)  ADJUSTED  
 OX0565  ___________________________________________________________________
 OX0565  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 OX0565  DYNAMIC HT  -        1510.386 (meters)    4955.32  (feet)  COMP
 OX0565  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 OX0565
 OX0565  VERT ORDER  -  SECOND    CLASS 0
 OX0565
 OX0565.The horizontal coordinates were scaled from a topographic map and have
 OX0565.an estimated accuracy of +/- 6 seconds.
 OX0565
 OX0565.The orthometric height was determined by differential leveling
 OX0565.and adjusted by the National Geodetic Survey in June 1991..
 OX0565
 OX0565.The geoid height was determined by GEOID03.
 OX0565
 OX0565.The dynamic height is computed by dividing the NAVD 88
 OX0565.geopotential number by the normal gravity value computed on the
 OX0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0565.degrees latitude (g = 980.6199 gals.).
 OX0565
 OX0565.The modeled gravity was interpolated from observed gravity values.
 OX0565
 OX0565;                    North         East    Units  Estimated Accuracy
 OX0565;SPC ID E     -   221,010.      232,380.      MT  (+/- 180 meters Scaled)
 OX0565
 OX0565                          SUPERSEDED SURVEY CONTROL
 OX0565
 OX0565  NGVD 29 (??/??/92) 1510.086  (m)         4954.34   (f) ADJ UNCH    2 0
 OX0565
 OX0565.Superseded values are not recommended for survey control.
 OX0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0565.See file dsdata.txt to determine how the superseded data were derived.
 OX0565
 OX0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP382339(NAD 83)
 OX0565_MARKER: DD = SURVEY DISK
 OX0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0565_STAMPING: 231 J 1944
 OX0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0565+STABILITY: SURFACE MOTION
 OX0565
 OX0565  HISTORY     - Date     Condition        Report By
 OX0565  HISTORY     - 1944     MONUMENTED       DOD
 OX0565  HISTORY     - 1945     GOOD             NGS
 OX0565
 OX0565                          STATION DESCRIPTION
 OX0565
 OX0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0565'5.9 MI NW FROM POPLAR.
 OX0565'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR,
 OX0565'THENCE 1.0 MILE WEST, 0.2 MILE NORTH, 0.2 MILE WEST, 0.2 MILE NORTH,
 OX0565'0.8 MILE WEST, 0.2 MILE NORTHWEST, 0.4 MILE NORTH AND 1.0 MILE WEST
 OX0565'SET AT A T ROAD, ABOUT 400 FEET NORTH OF BRIDGE OVER GREAT FEEDER
 OX0565'CANAL, 21 FEET WEST OF CENTER-LINE OF NORTH-SOUTH ROAD, 11 FEET NORTH
 OX0565'OF POLE RXB 62, 4.4 FEET EAST OF FENCE, 1.5 FEET NORTH OF REFERENCE
 OX0565'POST.  A USE BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE POST
 OX0565'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0568 ***********************************************************************
 OX0568  DESIGNATION -  231 K
 OX0568  PID         -  OX0568
 OX0568  STATE/COUNTY-  ID/JEFFERSON
 OX0568  USGS QUAD   -  RIRIE (1980)
 OX0568
 OX0568                         *CURRENT SURVEY CONTROL
 OX0568  ___________________________________________________________________
 OX0568* NAD 83(1986)-  43 39 47.     (N)    111 46 58.     (W)     SCALED    
 OX0568* NAVD 88     -      1506.390  (meters)    4942.21   (feet)  ADJUSTED  
 OX0568  ___________________________________________________________________
 OX0568  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 OX0568  DYNAMIC HT  -        1505.599 (meters)    4939.62  (feet)  COMP
 OX0568  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 OX0568
 OX0568  VERT ORDER  -  SECOND    CLASS 0
 OX0568
 OX0568.The horizontal coordinates were scaled from a topographic map and have
 OX0568.an estimated accuracy of +/- 6 seconds.
 OX0568
 OX0568.The orthometric height was determined by differential leveling
 OX0568.and adjusted by the National Geodetic Survey in June 1991..
 OX0568
 OX0568.The geoid height was determined by GEOID03.
 OX0568
 OX0568.The dynamic height is computed by dividing the NAVD 88
 OX0568.geopotential number by the normal gravity value computed on the
 OX0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0568.degrees latitude (g = 980.6199 gals.).
 OX0568
 OX0568.The modeled gravity was interpolated from observed gravity values.
 OX0568
 OX0568;                    North         East    Units  Estimated Accuracy
 OX0568;SPC ID E     -   221,830.      230,960.      MT  (+/- 180 meters Scaled)
 OX0568
 OX0568                          SUPERSEDED SURVEY CONTROL
 OX0568
 OX0568  NGVD 29 (??/??/92) 1505.297  (m)         4938.63   (f) ADJ UNCH    2 0
 OX0568
 OX0568.Superseded values are not recommended for survey control.
 OX0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0568.See file dsdata.txt to determine how the superseded data were derived.
 OX0568
 OX0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP368347(NAD 83)
 OX0568_MARKER: DD = SURVEY DISK
 OX0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0568_STAMPING: 231 K 1944
 OX0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0568+STABILITY: SURFACE MOTION
 OX0568
 OX0568  HISTORY     - Date     Condition        Report By
 OX0568  HISTORY     - 1944     MONUMENTED       DOD
 OX0568  HISTORY     - 1945     GOOD             NGS
 OX0568
 OX0568                          STATION DESCRIPTION
 OX0568
 OX0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0568'7.3 MI NW FROM POPLAR.
 OX0568'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR,
 OX0568'THENCE 1.0 MILE WEST, 0.2 MILE NORTH, 0.2 MILE WEST, 0.2 MILE NORTH
 OX0568'0.8 MILE WEST, 0.2 MILE NORTHWEST, 0.4 MILE NORTH, 1.0 MILE WEST, 0.5
 OX0568'MILE NORTH AND 0.9 MILE WEST, SET AT THE EAST BEGINNING OF CURVE WITH
 OX0568'TANGENTS LEADING EAST AND NORTHWEST, 21 FEET NORTH OF CENTER-LINE OF
 OX0568'ROAD, 2.0 FEET SOUTH OF FENCE, 1.7 FEET WEST OF REFERENCE POST. A USE
 OX0568'BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0569 ***********************************************************************
 OX0569  DESIGNATION -  231 L
 OX0569  PID         -  OX0569
 OX0569  STATE/COUNTY-  ID/JEFFERSON
 OX0569  USGS QUAD   -  RIRIE (1980)
 OX0569
 OX0569                         *CURRENT SURVEY CONTROL
 OX0569  ___________________________________________________________________
 OX0569* NAD 83(1986)-  43 39 58.     (N)    111 47 22.     (W)     SCALED    
 OX0569* NAVD 88     -      1504.707  (meters)    4936.69   (feet)  ADJUSTED  
 OX0569  ___________________________________________________________________
 OX0569  GEOID HEIGHT-         -11.15  (meters)                     GEOID03
 OX0569  DYNAMIC HT  -        1503.918 (meters)    4934.10  (feet)  COMP
 OX0569  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 OX0569
 OX0569  VERT ORDER  -  SECOND    CLASS 0
 OX0569
 OX0569.The horizontal coordinates were scaled from a topographic map and have
 OX0569.an estimated accuracy of +/- 6 seconds.
 OX0569
 OX0569.The orthometric height was determined by differential leveling
 OX0569.and adjusted by the National Geodetic Survey in June 1991..
 OX0569
 OX0569.The geoid height was determined by GEOID03.
 OX0569
 OX0569.The dynamic height is computed by dividing the NAVD 88
 OX0569.geopotential number by the normal gravity value computed on the
 OX0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0569.degrees latitude (g = 980.6199 gals.).
 OX0569
 OX0569.The modeled gravity was interpolated from observed gravity values.
 OX0569
 OX0569;                    North         East    Units  Estimated Accuracy
 OX0569;SPC ID E     -   222,170.      230,420.      MT  (+/- 180 meters Scaled)
 OX0569
 OX0569                          SUPERSEDED SURVEY CONTROL
 OX0569
 OX0569  NGVD 29 (??/??/92) 1503.615  (m)         4933.11   (f) ADJ UNCH    2 0
 OX0569
 OX0569.Superseded values are not recommended for survey control.
 OX0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0569.See file dsdata.txt to determine how the superseded data were derived.
 OX0569
 OX0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP363350(NAD 83)
 OX0569_MARKER: DD = SURVEY DISK
 OX0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0569_STAMPING: 231 L 1944
 OX0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0569+STABILITY: SURFACE MOTION
 OX0569
 OX0569  HISTORY     - Date     Condition        Report By
 OX0569  HISTORY     - 1944     MONUMENTED       DOD
 OX0569  HISTORY     - 1945     GOOD             NGS
 OX0569
 OX0569                          STATION DESCRIPTION
 OX0569
 OX0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0569'7.7 MI NW FROM POPLAR.
 OX0569'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR,
 OX0569'THENCE 1.0 MILE WEST, 0.2 MILE NORTH, 0.2 MILE WEST, 0.2 MILE NORTH,
 OX0569'0.8 MILE WEST, 0.2 MILE NORTHWEST, 0.4 MILE NORTH, 1.0 MILE WEST, 0.5
 OX0569'MILE NORTH, 0.9 MILE WEST AND 0.4 MILE NORTHWEST, SET ON OUTSIDE OF
 OX0569'CURVE WITH TANGENTS LEADING NORTH AND SOUTHEAST, 28 FEET NORTHWEST OF
 OX0569'CORNER FENCE POST, BETWEEN THE ROAD AND THE GREAT FEEDER CANAL, 44
 OX0569'FEET SOUTHWEST OF CENTER-LINE OF ROAD, 1.9 FEET NORTHWEST OF REFERENCE
 OX0569'POST.  A USE BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE POST
 OX0569'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0570 ***********************************************************************
 OX0570  DESIGNATION -  231 M
 OX0570  PID         -  OX0570
 OX0570  STATE/COUNTY-  ID/JEFFERSON
 OX0570  USGS QUAD   -  RIRIE (1980)
 OX0570
 OX0570                         *CURRENT SURVEY CONTROL
 OX0570  ___________________________________________________________________
 OX0570* NAD 83(1986)-  43 40 13.     (N)    111 47 25.     (W)     SCALED    
 OX0570* NAVD 88     -      1503.930  (meters)    4934.14   (feet)  ADJUSTED  
 OX0570  ___________________________________________________________________
 OX0570  GEOID HEIGHT-         -11.16  (meters)                     GEOID03
 OX0570  DYNAMIC HT  -        1503.142 (meters)    4931.56  (feet)  COMP
 OX0570  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 OX0570
 OX0570  VERT ORDER  -  SECOND    CLASS 0
 OX0570
 OX0570.The horizontal coordinates were scaled from a topographic map and have
 OX0570.an estimated accuracy of +/- 6 seconds.
 OX0570
 OX0570.The orthometric height was determined by differential leveling
 OX0570.and adjusted by the National Geodetic Survey in June 1991..
 OX0570
 OX0570.The geoid height was determined by GEOID03.
 OX0570
 OX0570.The dynamic height is computed by dividing the NAVD 88
 OX0570.geopotential number by the normal gravity value computed on the
 OX0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0570.degrees latitude (g = 980.6199 gals.).
 OX0570
 OX0570.The modeled gravity was interpolated from observed gravity values.
 OX0570
 OX0570;                    North         East    Units  Estimated Accuracy
 OX0570;SPC ID E     -   222,630.      230,350.      MT  (+/- 180 meters Scaled)
 OX0570
 OX0570                          SUPERSEDED SURVEY CONTROL
 OX0570
 OX0570  NGVD 29 (??/??/92) 1502.839  (m)         4930.56   (f) ADJ UNCH    2 0
 OX0570
 OX0570.Superseded values are not recommended for survey control.
 OX0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0570.See file dsdata.txt to determine how the superseded data were derived.
 OX0570
 OX0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP362355(NAD 83)
 OX0570_MARKER: DD = SURVEY DISK
 OX0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0570_STAMPING: 231 M 1944
 OX0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0570+STABILITY: SURFACE MOTION
 OX0570
 OX0570  HISTORY     - Date     Condition        Report By
 OX0570  HISTORY     - 1944     MONUMENTED       DOD
 OX0570  HISTORY     - 1945     GOOD             NGS
 OX0570
 OX0570                          STATION DESCRIPTION
 OX0570
 OX0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0570'8.0 MI NW FROM POPLAR.
 OX0570'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR,
 OX0570'THENCE, 1.0 MILE WEST, 0.2 MILE NORTH, 0.2 MILE WEST, 0.2 MILE NORTH,
 OX0570'0.8 MILE WEST, 0.2 MILE NORTHWEST, 0.4 MILE NORTH, 1.0 MILE WEST, 0.5
 OX0570'MILE NORTH, 0.9 MILE WEST, 0.4 MILE NORTHWEST AND 0.3 MILE NORTH, SET
 OX0570'AT THE WEST BEGINNING OF CURVE WITH TANGENTS LEADING WEST AND SOUTH,
 OX0570'40 FEET NORTH OF CENTER-LINE OF ROAD, 17.8 FEET SOUTHWEST OF REA POLE
 OX0570'NO. 467, 1.4 FEET SOUTH OF FENCE, 1 FOOT WEST OF REFERENCE POST. A USE
 OX0570'BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT
 OX0570'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0571 ***********************************************************************
 OX0571  DESIGNATION -  231 N
 OX0571  PID         -  OX0571
 OX0571  STATE/COUNTY-  ID/JEFFERSON
 OX0571  USGS QUAD   -  RIRIE (1980)
 OX0571
 OX0571                         *CURRENT SURVEY CONTROL
 OX0571  ___________________________________________________________________
 OX0571* NAD 83(1992)-  43 40 13.25037(N)    111 48 15.29226(W)     ADJUSTED  
 OX0571* NAVD 88     -      1501.870  (meters)    4927.39   (feet)  ADJUSTED  
 OX0571  ___________________________________________________________________
 OX0571  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 OX0571  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 OX0571  DYNAMIC HT  -        1501.085 (meters)    4924.81  (feet)  COMP
 OX0571  MODELED GRAV-     980,043.7   (mgal)                       NAVD 88
 OX0571
 OX0571  HORZ ORDER  -  SECOND
 OX0571  VERT ORDER  -  SECOND    CLASS 0
 OX0571
 OX0571.The horizontal coordinates were established by classical geodetic methods
 OX0571.and adjusted by the National Geodetic Survey in July 1992..
 OX0571
 OX0571.The orthometric height was determined by differential leveling
 OX0571.and adjusted by the National Geodetic Survey in June 1991..
 OX0571
 OX0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0571
 OX0571.The geoid height was determined by GEOID03.
 OX0571
 OX0571.The dynamic height is computed by dividing the NAVD 88
 OX0571.geopotential number by the normal gravity value computed on the
 OX0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0571.degrees latitude (g = 980.6199 gals.).
 OX0571
 OX0571.The modeled gravity was interpolated from observed gravity values.
 OX0571
 OX0571;                    North         East     Units Scale Factor Converg.
 OX0571;SPC ID E     -   222,633.567   229,227.165   MT  0.99995787   +0 15 00.9
 OX0571;UTM  12      - 4,835,574.326   435,164.105   MT  0.99965170   -0 33 19.3
 OX0571
 OX0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0571!SPC ID E     -   0.99976630  x   0.99995787  =   0.99972418
 OX0571!UTM  12      -   0.99976630  x   0.99965170  =   0.99941808
 OX0571
 OX0571:                Primary Azimuth Mark                     Grid Az
 OX0571:SPC ID E     -  R 629                                    359 51 50.3
 OX0571:UTM  12      -  R 629                                    000 40 10.5
 OX0571
 OX0571|---------------------------------------------------------------------|
 OX0571| PID    Reference Object                     Distance      Geod. Az  |
 OX0571|                                                           dddmmss.s |
 OX0571| CN3833 R 629                                              0000651.2 |
 OX0571| CN3834 231 N RM 1                           19.680 METERS 00219     |
 OX0571| CN3835 231 N RM 2                           19.292 METERS 09332     |
 OX0571|---------------------------------------------------------------------|
 OX0571
 OX0571                          SUPERSEDED SURVEY CONTROL
 OX0571
 OX0571  NAD 83(1986)-  43 40 13.24305(N)    111 48 15.27745(W) AD(       ) 2
 OX0571  NAD 27      -  43 40 13.55800(N)    111 48 12.40500(W) AD(       ) 2
 OX0571  NGVD 29 (??/??/92) 1500.782  (m)         4923.82   (f) ADJ UNCH    2 0
 OX0571
 OX0571.Superseded values are not recommended for survey control.
 OX0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0571.See file dsdata.txt to determine how the superseded data were derived.
 OX0571
 OX0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP3516435574(NAD 83)
 OX0571_MARKER: DD = SURVEY DISK
 OX0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0571_STAMPING: 231 N 1944
 OX0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0571+STABILITY: SURFACE MOTION
 OX0571
 OX0571  HISTORY     - Date     Condition        Report By
 OX0571  HISTORY     - 1946     MONUMENTED       USE
 OX0571  HISTORY     - 1945     GOOD             NGS
 OX0571
 OX0571                          STATION DESCRIPTION
 OX0571
 OX0571'DESCRIBED BY US ENGINEERS 1946 (CL)
 OX0571'THE STATION IS LOCATED 5.6 MILES BY ROAD EAST OF RIGBY, 0.1
 OX0571'MILE EAST OF STATE HIGHWAY NO. 48 AND 0.1 MILE SOUTH OF A BRIDGE
 OX0571'OVER THE SNAKE RIVER.  IT IS A U.S. ENGINEERS BENCH MARK DISK
 OX0571'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT PROJECTING 6
 OX0571'INCHES AND IS STAMPED 231 N 1944.  IT IS IN THE NORTHEAST ANGLE
 OX0571'OF A GRAVEL CROSSROADS, 30 FEET EAST OF THE CENTER OF THE
 OX0571'NORTH-SOUTH ROAD, 31 FEET NORTH OF THE CENTER OF THE EAST-WEST
 OX0571'ROAD, 2-1/2 FEET WEST OF A FENCE LINE AND 5 FEET NORTHWEST OF
 OX0571'A FENCE CORNER.  A 4 INCH SQUARE WHITE WITNESS POST PROJECTING
 OX0571'ABOUT 2 FEET IS SET 8 FEET NORTH BY EAST OF THE STATION.
 OX0571'
 OX0571'REFERENCE MARK NO. 1 IS A DISK SET IN A CONCRETE MONUMENT
 OX0571'PROJECTING ABOUT 1 INCH AND IS STAMPED N 231 USE NO 1 1946.  IT
 OX0571'IS NORTH OF THE STATION, 1 FOOT WEST OF A FENCE LINE AND 31 FEET
 OX0571'EAST OF THE CENTER OF THE ROAD.
 OX0571'
 OX0571'REFERENCE MARK NO. 2 IS A DISK SET IN A CONCRETE MONUMENT
 OX0571'PROJECTING ABOUT 2 INCHES AND IS STAMPED N 231 USE NO 2 1946.
 OX0571'IT IS EAST OF THE STATION, 1 FOOT NORTH OF A FENCE LINE AND
 OX0571'29 FEET NORTH OF THE CENTER OF THE ROAD.
 OX0571'
 OX0571'THE AZIMUTH MARK IS 1.0 MILE NORTH OF THE STATION, AT POINT
 OX0571'WHERE SECTION LINE ROAD TURNS LEFT (WEST).  IT IS A U.S.
 OX0571'ENGINEERS MARK, A BRASS CAP ATOP A 3 INCH IRON PIPE PROJECTING
 OX0571'10 INCHES AND IS STAMPED R 629.  IT IS NORTH OF THE CURVE OF
 OX0571'THE ROAD, 11 FEET EAST BY SOUTH OF A TELEPHONE LINE POLE AND
 OX0571'11 FEET SOUTH OF A FENCE LINE.
 OX0571'
 OX0571'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 191
 OX0571'AND STATE HIGHWAY NO. 48 IN RIGBY GO EAST ON STATE HIGHWAY
 OX0571'NO. 48 FOR 5.5 MILES TO WHERE HIGHWAY TURNS RIGHT (SOUTH).
 OX0571'HERE CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR 0.1 MILE TO
 OX0571'CROSSROADS AND THE STATION IN THE NORTHEAST ANGLE OF THE
 OX0571'INTERSECTION AS DESCRIBED.
 OX0571
 OX0571                          STATION RECOVERY (1945)
 OX0571
 OX0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 OX0571'8.5 MI SE FROM LORENZO.
 OX0571'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 191 FROM THE POST OFFICE AT
 OX0571'LORENZO, THENCE 3.4 MILES EAST, 1.0 MILE SOUTH, 1.0 MILE EAST, AND 1.0
 OX0571'MILE SOUTH, SET IN THE NORTHEAST QUARTER OF PUBLIC ROAD CROSSING,
 OX0571'ABOUT 0.2 MILE EAST OF STATE HIGHWAY NO. 48 AND ABOUT 0.2 MILE NORTH
 OX0571'OF NO. 48, 33 FEET EAST OF CENTER-LINE OF NORTH-SOUTH ROAD, 32 FEET
 OX0571'NORTH OF CENTER-LINE OF EAST-WEST ROAD, 4.2 FEET NORTHWEST OF CORNER
 OX0571'FENCE POST, 2.4 FEET WEST OF FENCE, 1.2 FEET SOUTH OF REFERENCE POST.
 OX0571'A USE BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 OX0571'ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0573 ***********************************************************************
 OX0573  DESIGNATION -  231 P
 OX0573  PID         -  OX0573
 OX0573  STATE/COUNTY-  ID/JEFFERSON
 OX0573  USGS QUAD   -  RIRIE (1980)
 OX0573
 OX0573                         *CURRENT SURVEY CONTROL
 OX0573  ___________________________________________________________________
 OX0573* NAD 83(1986)-  43 41 05.     (N)    111 49 27.     (W)     SCALED    
 OX0573* NAVD 88     -      1496.448  (meters)    4909.60   (feet)  ADJUSTED  
 OX0573  ___________________________________________________________________
 OX0573  GEOID HEIGHT-         -11.24  (meters)                     GEOID03
 OX0573  DYNAMIC HT  -        1495.669 (meters)    4907.04  (feet)  COMP
 OX0573  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 OX0573
 OX0573  VERT ORDER  -  SECOND    CLASS 0
 OX0573
 OX0573.The horizontal coordinates were scaled from a topographic map and have
 OX0573.an estimated accuracy of +/- 6 seconds.
 OX0573
 OX0573.The orthometric height was determined by differential leveling
 OX0573.and adjusted by the National Geodetic Survey in June 1991..
 OX0573
 OX0573.The geoid height was determined by GEOID03.
 OX0573
 OX0573.The dynamic height is computed by dividing the NAVD 88
 OX0573.geopotential number by the normal gravity value computed on the
 OX0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0573.degrees latitude (g = 980.6199 gals.).
 OX0573
 OX0573.The modeled gravity was interpolated from observed gravity values.
 OX0573
 OX0573;                    North         East    Units  Estimated Accuracy
 OX0573;SPC ID E     -   224,220.      227,610.      MT  (+/- 180 meters Scaled)
 OX0573
 OX0573                          SUPERSEDED SURVEY CONTROL
 OX0573
 OX0573  NGVD 29 (??/??/92) 1495.363  (m)         4906.04   (f) ADJ UNCH    2 0
 OX0573
 OX0573.Superseded values are not recommended for survey control.
 OX0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0573.See file dsdata.txt to determine how the superseded data were derived.
 OX0573
 OX0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP335371(NAD 83)
 OX0573_MARKER: DD = SURVEY DISK
 OX0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0573_STAMPING: 231 P 1944
 OX0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0573+STABILITY: SURFACE MOTION
 OX0573
 OX0573  HISTORY     - Date     Condition        Report By
 OX0573  HISTORY     - 1944     MONUMENTED       DOD
 OX0573  HISTORY     - 1945     GOOD             NGS
 OX0573
 OX0573                          STATION DESCRIPTION
 OX0573
 OX0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0573'6.5 MI SE FROM LORENZO.
 OX0573'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 191 FROM THE POST OFFICE AT
 OX0573'LORENZO, THENCE 3.4 MILES EAST, 1.0 MILE SOUTH, SET AT A T ROAD, ABOUT
 OX0573'200 FEET SOUTHWEST OF A CONCRETE BLOCK SCHOOL HOUSE, 24 FEET WEST OF
 OX0573'CENTER-LINE OF NORTH-SOUTH ROAD, 3.3 FEET NORTHEAST OF A 3-WAY CORNER
 OX0573'FENCE POST, 2 FEET NORTH OF REFERENCE POST.  A USE BRONZE BENCH MARK
 OX0573'DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE
 OX0573'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0574 ***********************************************************************
 OX0574  DESIGNATION -  231 Q
 OX0574  PID         -  OX0574
 OX0574  STATE/COUNTY-  ID/JEFFERSON
 OX0574  USGS QUAD   -  RIRIE (1980)
 OX0574
 OX0574                         *CURRENT SURVEY CONTROL
 OX0574  ___________________________________________________________________
 OX0574* NAD 83(1986)-  43 41 57.     (N)    111 49 26.     (W)     SCALED    
 OX0574* NAVD 88     -      1494.630  (meters)    4903.63   (feet)  ADJUSTED  
 OX0574  ___________________________________________________________________
 OX0574  GEOID HEIGHT-         -11.24  (meters)                     GEOID03
 OX0574  DYNAMIC HT  -        1493.852 (meters)    4901.08  (feet)  COMP
 OX0574  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 OX0574
 OX0574  VERT ORDER  -  SECOND    CLASS 0
 OX0574
 OX0574.The horizontal coordinates were scaled from a topographic map and have
 OX0574.an estimated accuracy of +/- 6 seconds.
 OX0574
 OX0574.The orthometric height was determined by differential leveling
 OX0574.and adjusted by the National Geodetic Survey in June 1991..
 OX0574
 OX0574.The geoid height was determined by GEOID03.
 OX0574
 OX0574.The dynamic height is computed by dividing the NAVD 88
 OX0574.geopotential number by the normal gravity value computed on the
 OX0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0574.degrees latitude (g = 980.6199 gals.).
 OX0574
 OX0574.The modeled gravity was interpolated from observed gravity values.
 OX0574
 OX0574;                    North         East    Units  Estimated Accuracy
 OX0574;SPC ID E     -   225,830.      227,630.      MT  (+/- 180 meters Scaled)
 OX0574
 OX0574                          SUPERSEDED SURVEY CONTROL
 OX0574
 OX0574  NGVD 29 (??/??/92) 1493.543  (m)         4900.07   (f) ADJ UNCH    2 0
 OX0574
 OX0574.Superseded values are not recommended for survey control.
 OX0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0574.See file dsdata.txt to determine how the superseded data were derived.
 OX0574
 OX0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP336387(NAD 83)
 OX0574_MARKER: DD = SURVEY DISK
 OX0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0574_STAMPING: 231 Q 1944
 OX0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0574+STABILITY: SURFACE MOTION
 OX0574
 OX0574  HISTORY     - Date     Condition        Report By
 OX0574  HISTORY     - 1944     MONUMENTED       DOD
 OX0574  HISTORY     - 1945     GOOD             NGS
 OX0574
 OX0574                          STATION DESCRIPTION
 OX0574
 OX0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0574'5.5 MI SE FROM LORENZO.
 OX0574'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 191 FROM THE POST OFFICE
 OX0574'AT LORENZO, THENCE 3.4 MILES EAST ALONG COUNTY ROAD, SET ON OUTSIDE OF
 OX0574'CURVE WITH TANGENTS LEADING SOUTH AND WEST, 61 FEET NORTHEAST OF
 OX0574'CENTER-LINE OF ROAD, ABOUT 125 FEET SOUTHEAST OF A 1 1/2-STORY
 OX0574'CONCRETE BLOCK FARM HOUSE, 17 FEET NORTH OF CENTER-LINE OF ROAD
 OX0574'LEADING EAST, 1.2 FEET WEST OF REFERENCE POST.  A USE BRONZE BENCH
 OX0574'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 OX0574'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0576 ***********************************************************************
 OX0576  DESIGNATION -  231 S
 OX0576  PID         -  OX0576
 OX0576  STATE/COUNTY-  ID/JEFFERSON
 OX0576  USGS QUAD   -  RIRIE (1980)
 OX0576
 OX0576                         *CURRENT SURVEY CONTROL
 OX0576  ___________________________________________________________________
 OX0576* NAD 83(1986)-  43 41 57.     (N)    111 51 48.     (W)     SCALED    
 OX0576* NAVD 88     -      1488.355  (meters)    4883.04   (feet)  ADJUSTED  
 OX0576  ___________________________________________________________________
 OX0576  GEOID HEIGHT-         -11.31  (meters)                     GEOID03
 OX0576  DYNAMIC HT  -        1487.581 (meters)    4880.51  (feet)  COMP
 OX0576  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 OX0576
 OX0576  VERT ORDER  -  SECOND    CLASS 0
 OX0576
 OX0576.The horizontal coordinates were scaled from a topographic map and have
 OX0576.an estimated accuracy of +/- 6 seconds.
 OX0576
 OX0576.The orthometric height was determined by differential leveling
 OX0576.and adjusted by the National Geodetic Survey in June 1991..
 OX0576
 OX0576.The geoid height was determined by GEOID03.
 OX0576
 OX0576.The dynamic height is computed by dividing the NAVD 88
 OX0576.geopotential number by the normal gravity value computed on the
 OX0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0576.degrees latitude (g = 980.6199 gals.).
 OX0576
 OX0576.The modeled gravity was interpolated from observed gravity values.
 OX0576
 OX0576;                    North         East    Units  Estimated Accuracy
 OX0576;SPC ID E     -   225,820.      224,450.      MT  (+/- 180 meters Scaled)
 OX0576
 OX0576                          SUPERSEDED SURVEY CONTROL
 OX0576
 OX0576  NGVD 29 (??/??/92) 1487.270  (m)         4879.48   (f) ADJ UNCH    2 0
 OX0576
 OX0576.Superseded values are not recommended for survey control.
 OX0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0576.See file dsdata.txt to determine how the superseded data were derived.
 OX0576
 OX0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP304388(NAD 83)
 OX0576_MARKER: DD = SURVEY DISK
 OX0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0576_STAMPING: 231 S 1944
 OX0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0576+STABILITY: SURFACE MOTION
 OX0576
 OX0576  HISTORY     - Date     Condition        Report By
 OX0576  HISTORY     - 1944     MONUMENTED       DOD
 OX0576  HISTORY     - 1945     GOOD             NGS
 OX0576  HISTORY     - 20051205 MARK NOT FOUND   IDTD
 OX0576
 OX0576                          STATION DESCRIPTION
 OX0576
 OX0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0576'3.5 MI S FROM LORENZO.
 OX0576'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 191 FROM THE POST OFFICE AT
 OX0576'LORENZO, THENCE 1.4 MILES EAST, SET IN NORTHEAST QUARTER OF PUBLIC
 OX0576'ROAD CROSSING, 30 FEET NORTH OF CENTER-LINE OF EAST-WEST ROAD, 24 FEET
 OX0576'EAST OF CENTER-LINE OF NORTH-SOUTH ROAD, 2.9 FEET SOUTHWEST OF POLE
 OX0576'NO. 783, 1.6 FEET EAST OF REFERENCE POST.  A USE BRONZE BENCH MARK
 OX0576'DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE
 OX0576'GROUND.
 OX0576
 OX0576                          STATION RECOVERY (2005)
 OX0576
 OX0576'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (JCH)
 OX0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0577 ***********************************************************************
 OX0577  DESIGNATION -  231 T
 OX0577  PID         -  OX0577
 OX0577  STATE/COUNTY-  ID/JEFFERSON
 OX0577  USGS QUAD   -  RIRIE (1980)
 OX0577
 OX0577                         *CURRENT SURVEY CONTROL
 OX0577  ___________________________________________________________________
 OX0577* NAD 83(1986)-  43 41 57.     (N)    111 52 25.     (W)     SCALED    
 OX0577* NAVD 88     -      1485.885  (meters)    4874.94   (feet)  ADJUSTED  
 OX0577  ___________________________________________________________________
 OX0577  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 OX0577  DYNAMIC HT  -        1485.112 (meters)    4872.40  (feet)  COMP
 OX0577  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 OX0577
 OX0577  VERT ORDER  -  SECOND    CLASS 0
 OX0577
 OX0577.The horizontal coordinates were scaled from a topographic map and have
 OX0577.an estimated accuracy of +/- 6 seconds.
 OX0577
 OX0577.The orthometric height was determined by differential leveling
 OX0577.and adjusted by the National Geodetic Survey in June 1991..
 OX0577
 OX0577.The geoid height was determined by GEOID03.
 OX0577
 OX0577.The dynamic height is computed by dividing the NAVD 88
 OX0577.geopotential number by the normal gravity value computed on the
 OX0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0577.degrees latitude (g = 980.6199 gals.).
 OX0577
 OX0577.The modeled gravity was interpolated from observed gravity values.
 OX0577
 OX0577;                    North         East    Units  Estimated Accuracy
 OX0577;SPC ID E     -   225,810.      223,620.      MT  (+/- 180 meters Scaled)
 OX0577
 OX0577                          SUPERSEDED SURVEY CONTROL
 OX0577
 OX0577  NGVD 29 (??/??/92) 1484.800  (m)         4871.38   (f) ADJ UNCH    2 0
 OX0577
 OX0577.Superseded values are not recommended for survey control.
 OX0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0577.See file dsdata.txt to determine how the superseded data were derived.
 OX0577
 OX0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP296388(NAD 83)
 OX0577_MARKER: DD = SURVEY DISK
 OX0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0577_STAMPING: 231 T 1944
 OX0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0577+STABILITY: SURFACE MOTION
 OX0577
 OX0577  HISTORY     - Date     Condition        Report By
 OX0577  HISTORY     - 1944     MONUMENTED       DOD
 OX0577  HISTORY     - 1945     GOOD             NGS
 OX0577  HISTORY     - 20051205 MARK NOT FOUND   IDTD
 OX0577
 OX0577                          STATION DESCRIPTION
 OX0577
 OX0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0577'3.0 MI SW FROM LORENZO.
 OX0577'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 191 FROM THE POST OFFICE AT
 OX0577'LORENZO, THENCE 0.9 MILE EAST, 20 FEET SOUTH OF CENTER-LINE OF ROAD,
 OX0577'12.6 FEET WEST-SOUTHWEST OF CENTER-LINE OF SOUTH END OF A SMALL
 OX0577'IRRIGATION CANAL CULVERT, 1.6 FEET NORTH OF REFERENCE POST, 5.7 FEET
 OX0577'NORTH OF FENCE.  A USE BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE
 OX0577'POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 OX0577
 OX0577                          STATION RECOVERY (2005)
 OX0577
 OX0577'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (JCH)
 OX0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0578 ***********************************************************************
 OX0578  DESIGNATION -  231 U
 OX0578  PID         -  OX0578
 OX0578  STATE/COUNTY-  ID/JEFFERSON
 OX0578  USGS QUAD   -  RIGBY (1979)
 OX0578
 OX0578                         *CURRENT SURVEY CONTROL
 OX0578  ___________________________________________________________________
 OX0578* NAD 83(1986)-  43 41 58.     (N)    111 53 01.     (W)     SCALED    
 OX0578* NAVD 88     -      1484.021  (meters)    4868.83   (feet)  ADJUSTED  
 OX0578  ___________________________________________________________________
 OX0578  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 OX0578  DYNAMIC HT  -        1483.248 (meters)    4866.29  (feet)  COMP
 OX0578  MODELED GRAV-     980,046.2   (mgal)                       NAVD 88
 OX0578
 OX0578  VERT ORDER  -  SECOND    CLASS 0
 OX0578
 OX0578.The horizontal coordinates were scaled from a topographic map and have
 OX0578.an estimated accuracy of +/- 6 seconds.
 OX0578
 OX0578.The orthometric height was determined by differential leveling
 OX0578.and adjusted by the National Geodetic Survey in June 1991..
 OX0578
 OX0578.The geoid height was determined by GEOID03.
 OX0578
 OX0578.The dynamic height is computed by dividing the NAVD 88
 OX0578.geopotential number by the normal gravity value computed on the
 OX0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0578.degrees latitude (g = 980.6199 gals.).
 OX0578
 OX0578.The modeled gravity was interpolated from observed gravity values.
 OX0578
 OX0578;                    North         East    Units  Estimated Accuracy
 OX0578;SPC ID E     -   225,840.      222,820.      MT  (+/- 180 meters Scaled)
 OX0578
 OX0578                          SUPERSEDED SURVEY CONTROL
 OX0578
 OX0578  NGVD 29 (??/??/92) 1482.936  (m)         4865.27   (f) ADJ UNCH    2 0
 OX0578
 OX0578.Superseded values are not recommended for survey control.
 OX0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0578.See file dsdata.txt to determine how the superseded data were derived.
 OX0578
 OX0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP288388(NAD 83)
 OX0578_MARKER: DD = SURVEY DISK
 OX0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0578_STAMPING: 231 U 1944
 OX0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0578+STABILITY: SURFACE MOTION
 OX0578
 OX0578  HISTORY     - Date     Condition        Report By
 OX0578  HISTORY     - 1944     MONUMENTED       DOD
 OX0578  HISTORY     - 1945     GOOD             NGS
 OX0578  HISTORY     - 20051205 MARK NOT FOUND   IDTD
 OX0578
 OX0578                          STATION DESCRIPTION
 OX0578
 OX0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0578'2.5 MI SW FROM LORENZO.
 OX0578'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 191 FROM THE POST OFFICE AT
 OX0578'LORRENZO, THENCE 0.4 MILE EAST ALONG COUNTY ROAD, 23.2 FEET EAST OF
 OX0578'CORNER FENCE POST, 21 FEET NORTH OF CENTER-LINE OF ROAD, 1.8 FEET
 OX0578'SOUTH OF FENCE, 1.3 FEET EAST OF REFERENCE POST.  A USE BRONZE BENCH
 OX0578'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.5 FEET ABOVE
 OX0578'THE GROUND.
 OX0578
 OX0578                          STATION RECOVERY (2005)
 OX0578
 OX0578'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (JCH)
 OX0578'AREA HAS BEEN REGRADED AND REFENCED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0725 ***********************************************************************
 OH0725  DESIGNATION -  2312.78
 OH0725  PID         -  OH0725
 OH0725  STATE/COUNTY-  ID/OWYHEE
 OH0725  USGS QUAD   -  HOMEDALE (1971)
 OH0725
 OH0725                         *CURRENT SURVEY CONTROL
 OH0725  ___________________________________________________________________
 OH0725* NAD 83(1986)-  43 34 12.     (N)    116 55 36.     (W)     SCALED    
 OH0725* NAVD 88     -       705.784  (meters)    2315.56   (feet)  ADJUSTED  
 OH0725  ___________________________________________________________________
 OH0725  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 OH0725  DYNAMIC HT  -         705.530 (meters)    2314.73  (feet)  COMP
 OH0725  MODELED GRAV-     980,238.0   (mgal)                       NAVD 88
 OH0725
 OH0725  VERT ORDER  -  SECOND    CLASS 0
 OH0725
 OH0725.The horizontal coordinates were scaled from a topographic map and have
 OH0725.an estimated accuracy of +/- 6 seconds.
 OH0725
 OH0725.The orthometric height was determined by differential leveling
 OH0725.and adjusted by the National Geodetic Survey in June 1991..
 OH0725
 OH0725.The geoid height was determined by GEOID03.
 OH0725
 OH0725.The dynamic height is computed by dividing the NAVD 88
 OH0725.geopotential number by the normal gravity value computed on the
 OH0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0725.degrees latitude (g = 980.6199 gals.).
 OH0725
 OH0725.The modeled gravity was interpolated from observed gravity values.
 OH0725
 OH0725;                    North         East    Units  Estimated Accuracy
 OH0725;SPC ID W     -   212,090.      704,950.      MT  (+/- 180 meters Scaled)
 OH0725
 OH0725                          SUPERSEDED SURVEY CONTROL
 OH0725
 OH0725  NGVD 29 (??/??/92)  704.832  (m)         2312.44   (f) ADJ UNCH    2 0
 OH0725
 OH0725.Superseded values are not recommended for survey control.
 OH0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0725.See file dsdata.txt to determine how the superseded data were derived.
 OH0725
 OH0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ059241(NAD 83)
 OH0725_MARKER: DD = SURVEY DISK
 OH0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0725_STAMPING: B.M.2312.78 369+87.5 R.OFW. 33
 OH0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0725+STABILITY: SURFACE MOTION
 OH0725
 OH0725  HISTORY     - Date     Condition        Report By
 OH0725  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0725  HISTORY     - 1951     GOOD             NGS
 OH0725
 OH0725                          STATION DESCRIPTION
 OH0725
 OH0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0725'3.9 MI S FROM HOMEDALE.
 OH0725'0.2 MILE WEST ALONG U. S. HIGHWAY 95 FROM THE HIGHSCHOOL IN HOMEDALE
 OH0725'TO THE INTERSECTION WHERE HIGHWAY TURNS SOUTH, THENCE 3.7 MILES SOUTH
 OH0725'ALONG HIGHWAY 95, AT A FARM HOUSE SOUTHWEST OF THE HIGHWAY AND
 OH0725'NORTHWEST OF A POINT WHERE HIGHWAY DROPS TO THE SOUTHEAST, AND AT A
 OH0725'GRAVEL PIT, 81.5 FEET SOUTHEAST OF A TELEPHONE POLE, 65.9 FEET
 OH0725'NORTHEAST ACROSS HIGHWAY FROM IDAHO P.O.T. 369+87.5, 33 1/2 FEET
 OH0725'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7.1 FEET EAST OF A 4 BY 4
 OH0725'FEET SIGN POST NYSSA OREGON, AND ABOUT 2 FEET HIGHER THAN THE ROAD,
 OH0725'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OH0725'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0731 ***********************************************************************
 OH0731  DESIGNATION -  2314.23
 OH0731  PID         -  OH0731
 OH0731  STATE/COUNTY-  ID/OWYHEE
 OH0731  USGS QUAD   -  HOMEDALE (1971)
 OH0731
 OH0731                         *CURRENT SURVEY CONTROL
 OH0731  ___________________________________________________________________
 OH0731* NAD 83(1986)-  43 32 54.     (N)    116 53 27.     (W)     SCALED    
 OH0731* NAVD 88     -       706.163  (meters)    2316.80   (feet)  ADJUSTED  
 OH0731  ___________________________________________________________________
 OH0731  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 OH0731  DYNAMIC HT  -         705.907 (meters)    2315.96  (feet)  COMP
 OH0731  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 OH0731
 OH0731  VERT ORDER  -  SECOND    CLASS 0
 OH0731
 OH0731.The horizontal coordinates were scaled from a topographic map and have
 OH0731.an estimated accuracy of +/- 6 seconds.
 OH0731
 OH0731.The orthometric height was determined by differential leveling
 OH0731.and adjusted by the National Geodetic Survey in June 1991..
 OH0731
 OH0731.The geoid height was determined by GEOID03.
 OH0731
 OH0731.The dynamic height is computed by dividing the NAVD 88
 OH0731.geopotential number by the normal gravity value computed on the
 OH0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0731.degrees latitude (g = 980.6199 gals.).
 OH0731
 OH0731.The modeled gravity was interpolated from observed gravity values.
 OH0731
 OH0731;                    North         East    Units  Estimated Accuracy
 OH0731;SPC ID W     -   209,640.      707,810.      MT  (+/- 180 meters Scaled)
 OH0731
 OH0731                          SUPERSEDED SURVEY CONTROL
 OH0731
 OH0731  NGVD 29 (??/??/92)  705.214  (m)         2313.69   (f) ADJ UNCH    2 0
 OH0731
 OH0731.Superseded values are not recommended for survey control.
 OH0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0731.See file dsdata.txt to determine how the superseded data were derived.
 OH0731
 OH0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ088217(NAD 83)
 OH0731_MARKER: DD = SURVEY DISK
 OH0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0731_STAMPING: P.C.245+03.3 B.M.2314.23 RIGHT OF WAY 33
 OH0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0731+STABILITY: SURFACE MOTION
 OH0731
 OH0731  HISTORY     - Date     Condition        Report By
 OH0731  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0731  HISTORY     - 1951     GOOD             NGS
 OH0731
 OH0731                          STATION DESCRIPTION
 OH0731
 OH0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0731'4.7 MI W FROM MARSING.
 OH0731'4.7 MILES WEST ALONG U. S. HIGHWAYS 20 AND 95 FROM THE U.P. AND
 OH0731'O.S.L.R.R. STATION IN MARSING, AT A Y JUNCTION OF HIGHWAY 95 LEADING
 OH0731'NORTHWEST AND SOUTH, AT TURN, AND COUNTY ROAD LEADING NORTH, 34 FEET
 OH0731'EAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET NORTH OF A TELEPHONE
 OH0731'POLE, 0.2 FOOT WEST OF THE NORTH-SOUTH FENCE LINE, AND ABOUT 2 1/2
 OH0731'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OH0731'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0363 ***********************************************************************
 OH0363  DESIGNATION -  2318.70
 OH0363  PID         -  OH0363
 OH0363  STATE/COUNTY-  ID/OWYHEE
 OH0363  USGS QUAD   -  WALTERS BUTTE (1992)
 OH0363
 OH0363                         *CURRENT SURVEY CONTROL
 OH0363  ___________________________________________________________________
 OH0363* NAD 83(1986)-  43 19 29.     (N)    116 36 01.     (W)     SCALED    
 OH0363* NAVD 88     -       706.811  (meters)    2318.93   (feet)  ADJUSTED  
 OH0363  ___________________________________________________________________
 OH0363  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 OH0363  DYNAMIC HT  -         706.540 (meters)    2318.04  (feet)  COMP
 OH0363  MODELED GRAV-     980,215.0   (mgal)                       NAVD 88
 OH0363
 OH0363  VERT ORDER  -  SECOND    CLASS 0
 OH0363
 OH0363.The horizontal coordinates were scaled from a topographic map and have
 OH0363.an estimated accuracy of +/- 6 seconds.
 OH0363
 OH0363.The orthometric height was determined by differential leveling
 OH0363.and adjusted by the National Geodetic Survey in June 1991..
 OH0363
 OH0363.The geoid height was determined by GEOID03.
 OH0363
 OH0363.The dynamic height is computed by dividing the NAVD 88
 OH0363.geopotential number by the normal gravity value computed on the
 OH0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0363.degrees latitude (g = 980.6199 gals.).
 OH0363
 OH0363.The modeled gravity was interpolated from observed gravity values.
 OH0363
 OH0363;                    North         East    Units  Estimated Accuracy
 OH0363;SPC ID W     -   184,520.      731,040.      MT  (+/- 180 meters Scaled)
 OH0363
 OH0363                          SUPERSEDED SURVEY CONTROL
 OH0363
 OH0363  NGVD 29 (??/??/92)  705.890  (m)         2315.91   (f) ADJ UNCH    2 0
 OH0363
 OH0363.Superseded values are not recommended for survey control.
 OH0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0363.See file dsdata.txt to determine how the superseded data were derived.
 OH0363
 OH0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH324969(NAD 83)
 OH0363_MARKER: DD = SURVEY DISK
 OH0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0363_STAMPING: 726 + 256 33 2318.70
 OH0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0363+STABILITY: SURFACE MOTION
 OH0363
 OH0363  HISTORY     - Date     Condition        Report By
 OH0363  HISTORY     - UNK      MONUMENTED       IDDT
 OH0363  HISTORY     - 1944     GOOD             NGS
 OH0363
 OH0363                          STATION DESCRIPTION
 OH0363
 OH0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH0363'1.4 MI S FROM WALTERS FERRY.
 OH0363'1.4 MILES SOUTH OF THE SNAKE RIVER BRIDGE AT WALTERS FERRY, OWYHEE
 OH0363'COUNTY, ALONG THE WALTERS FERRY TO MURPHY HIGHWAY, 0.1 MILE SOUTH OF A
 OH0363'SMALL UNPAINTED HOUSE, 33 FEET NORTHWEST OF THE CENTERLINE OF THE
 OH0363'HIGHWAY.  A COPPER DISK SET IN THE TOP OF A CONCRETE POST LEVEL WITH
 OH0363'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0599 ***********************************************************************
 OX0599  DESIGNATION -  232 B
 OX0599  PID         -  OX0599
 OX0599  STATE/COUNTY-  ID/JEFFERSON
 OX0599  USGS QUAD   -  RIGBY (1979)
 OX0599
 OX0599                         *CURRENT SURVEY CONTROL
 OX0599  ___________________________________________________________________
 OX0599* NAD 83(1992)-  43 44 33.56683(N)    111 55 25.58600(W)     ADJUSTED  
 OX0599* NAVD 88     -      1471.999  (meters)    4829.38   (feet)  ADJUSTED  
 OX0599  ___________________________________________________________________
 OX0599  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 OX0599  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 OX0599  DYNAMIC HT  -        1471.234 (meters)    4826.87  (feet)  COMP
 OX0599  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 OX0599
 OX0599  HORZ ORDER  -  SECOND
 OX0599  VERT ORDER  -  SECOND    CLASS 0
 OX0599
 OX0599.The horizontal coordinates were established by classical geodetic methods
 OX0599.and adjusted by the National Geodetic Survey in July 1992..
 OX0599
 OX0599.The orthometric height was determined by differential leveling
 OX0599.and adjusted by the National Geodetic Survey in June 1991..
 OX0599
 OX0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0599
 OX0599.The geoid height was determined by GEOID03.
 OX0599
 OX0599.The dynamic height is computed by dividing the NAVD 88
 OX0599.geopotential number by the normal gravity value computed on the
 OX0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0599.degrees latitude (g = 980.6199 gals.).
 OX0599
 OX0599.The modeled gravity was interpolated from observed gravity values.
 OX0599
 OX0599;                    North         East     Units Scale Factor Converg.
 OX0599;SPC ID E     -   230,632.114   219,564.485   MT  0.99995207   +0 10 04.6
 OX0599;UTM  12      - 4,843,705.631   425,617.735   MT  0.99966805   -0 38 19.5
 OX0599
 OX0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0599!SPC ID E     -   0.99977101  x   0.99995207  =   0.99972310
 OX0599!UTM  12      -   0.99977101  x   0.99966805  =   0.99943914
 OX0599
 OX0599:                Primary Azimuth Mark                     Grid Az
 OX0599:SPC ID E     -  232 A                                    089 26 11.9
 OX0599:UTM  12      -  232 A                                    090 14 36.0
 OX0599
 OX0599|---------------------------------------------------------------------|
 OX0599| PID    Reference Object                     Distance      Geod. Az  |
 OX0599|                                                           dddmmss.s |
 OX0599| CN3840 232 A                                              0893616.5 |
 OX0599| CN3836 232 B RM 1                           17.327 METERS 09803     |
 OX0599| OX0741 RIGBY U AND I REFIN CO STACK        APPROX. 6.3 KM 1640317.9 |
 OX0599| CN3837 232 B RM 2                           16.023 METERS 18314     |
 OX0599|---------------------------------------------------------------------|
 OX0599
 OX0599                          SUPERSEDED SURVEY CONTROL
 OX0599
 OX0599  NAD 83(1986)-  43 44 33.56023(N)    111 55 25.57213(W) AD(       ) 2
 OX0599  NAD 27      -  43 44 33.87900(N)    111 55 22.68500(W) AD(       ) 2
 OX0599  NGVD 29 (??/??/92) 1470.900  (m)         4825.78   (f) ADJ UNCH    2 0
 OX0599
 OX0599.Superseded values are not recommended for survey control.
 OX0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0599.See file dsdata.txt to determine how the superseded data were derived.
 OX0599
 OX0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP2561843706(NAD 83)
 OX0599_MARKER: DD = SURVEY DISK
 OX0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0599_STAMPING: 232 B 1944
 OX0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0599+STABILITY: SURFACE MOTION
 OX0599
 OX0599  HISTORY     - Date     Condition        Report By
 OX0599  HISTORY     - 1946     MONUMENTED       USE
 OX0599  HISTORY     - 1945     GOOD             NGS
 OX0599  HISTORY     - 1983     MARK NOT FOUND   NGS
 OX0599
 OX0599                          STATION DESCRIPTION
 OX0599
 OX0599'DESCRIBED BY US ENGINEERS 1946 (CL)
 OX0599'THE STATION IS LOCATED ABOUT 3-1/2 MILES, AIRLINE, NORTHWEST OF
 OX0599'THE TOWN OF LORENZO, ON THE WEST SIDE OF THE T-INTERSECTION
 OX0599'OF TWO COUNTY ROADS.  IS IN FLAT FARMING LAND.
 OX0599'
 OX0599'THE STATION MARK IS A U.S. ARMY ENGINEER DISC SET IN THE TOP OF
 OX0599'6 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 OX0599'THE SURFACE OF THE GROUND.  IT IS 18.5 FEET WEST OF THE
 OX0599'CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 5 FEET EAST OF
 OX0599'A FENCE LINE, 54 FEET NORTHWEST OF POWER POLE NO 40, 33.3
 OX0599'FEET NORTH BY EAST OF TELEPHONE POLE NO. 50, AND 15.7 FEET
 OX0599'NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.  THE DISC IS STAMPED
 OX0599'232 B 1944.
 OX0599'
 OX0599'REFERENCE MARK NO. 1 IS A STANDARD DISC IN THE TOP OF AN 8 INCH
 OX0599'CONCRETE POST WHICH PROJECTS 3 INCHES AND IS 1 FOOT HIGHER THAN
 OX0599'THE STATION MARK.  IT IS 16.6 FEET EAST OF A FENCE CORNER, 1
 OX0599'FOOT NORTH OF A FENCE LINE, AND IS STAMPED 232 B NO 1 1946.
 OX0599'
 OX0599'REFERENCE MARK NO. 2 IS A STANDARD DISC IN THE TOP OF AN 8 INCH
 OX0599'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 1 FOOT EAST OF
 OX0599'A NORTH-SOUTH FENCE LINE.  17 FEET WEST OF THE CENTER LINE OF
 OX0599'A COUNTY ROAD.  IT IS APPROXIMATELY THE SAME ELEVATION AS THE
 OX0599'STATION MARK AND IS STAMPED 232 B NO 2 1946.
 OX0599'
 OX0599'THE AZIMUTH MARK IS A U.S. ARMY ENGINEER DISC (BENCH MARK)
 OX0599'IN THE TOP OF A 4 INCH SQUARE CONCRETE POST WHICH PROJECTS
 OX0599'4 INCHES.  IT IS 20 FEET NORTHEAST OF THE INTERSECTION OF
 OX0599'TWO COUNTY ROADS, 4 FEET WEST-NORTHWEST OF A POWER POLE,
 OX0599'2 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.  IT IS
 OX0599'STAMPED 232 A 1944.
 OX0599'
 OX0599'THE SUBSTITUTE CONTROL STATION IS THE INTERSECTION OF THE CENTER
 OX0599'LINE OF AN EAST-WEST GRAVELED ROAD WITH THE EAST EDGE OF A
 OX0599'NORTH-SOUTH GRAVELED ROAD.  A TEMPORARY POINT WAS USED.
 OX0599'
 OX0599'TO REACH THE STATION FROM LORENZO ON U.S. HIGHWAY NO. 191
 OX0599'GO WEST ON A PAVED ROAD FOR 1.65 MILES.  TURN RIGHT, NORTH,
 OX0599'AND GO 1.0 MILE TO THE AZIMUTH MARK AT THE NORTHEAST SIDE OF
 OX0599'THE INTERSECTION.  TURN LEFT, WEST, AND GO 1.0 MILE TO THE
 OX0599'STATION.  A DRIVE STATION.
 OX0599
 OX0599                          STATION RECOVERY (1945)
 OX0599
 OX0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 OX0599'3.8 MI NW FROM LORENZO.
 OX0599'1.8 MILES WEST ALONG COUNTY ROAD FROM THE POST OFFICE AT LORENZO,
 OX0599'THENCE 1.0 MILE NORTH, 1.0 MILE WEST, SET AT A T ROAD, 18 FEET WEST OF
 OX0599'CENTER-LINE OF NORTH-SOUTH ROAD, 12 FEET SOUTH OF A POINT IN LINE WITH
 OX0599'CENTER-LINE OF ROAD LEADING EAST, 4 FEET EAST OF FENCE, 1 FOOT EAST OF
 OX0599'REFERENCE POST.  A USE BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE
 OX0599'POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 OX0599
 OX0599                          STATION RECOVERY (1983)
 OX0599
 OX0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0600 ***********************************************************************
 OX0600  DESIGNATION -  232 C
 OX0600  PID         -  OX0600
 OX0600  STATE/COUNTY-  ID/JEFFERSON
 OX0600  USGS QUAD   -  MENAN BUTTES (1979)
 OX0600
 OX0600                         *CURRENT SURVEY CONTROL
 OX0600  ___________________________________________________________________
 OX0600* NAD 83(1986)-  43 45 00.     (N)    111 55 25.     (W)     SCALED    
 OX0600* NAVD 88     -      1471.670  (meters)    4828.30   (feet)  ADJUSTED  
 OX0600  ___________________________________________________________________
 OX0600  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 OX0600  DYNAMIC HT  -        1470.906 (meters)    4825.80  (feet)  COMP
 OX0600  MODELED GRAV-     980,048.4   (mgal)                       NAVD 88
 OX0600
 OX0600  VERT ORDER  -  SECOND    CLASS 0
 OX0600
 OX0600.The horizontal coordinates were scaled from a topographic map and have
 OX0600.an estimated accuracy of +/- 6 seconds.
 OX0600
 OX0600.The orthometric height was determined by differential leveling
 OX0600.and adjusted by the National Geodetic Survey in June 1991..
 OX0600
 OX0600.The geoid height was determined by GEOID03.
 OX0600
 OX0600.The dynamic height is computed by dividing the NAVD 88
 OX0600.geopotential number by the normal gravity value computed on the
 OX0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0600.degrees latitude (g = 980.6199 gals.).
 OX0600
 OX0600.The modeled gravity was interpolated from observed gravity values.
 OX0600
 OX0600;                    North         East    Units  Estimated Accuracy
 OX0600;SPC ID E     -   231,450.      219,580.      MT  (+/- 180 meters Scaled)
 OX0600
 OX0600                          SUPERSEDED SURVEY CONTROL
 OX0600
 OX0600  NGVD 29 (??/??/92) 1470.571  (m)         4824.70   (f) ADJ UNCH    2 0
 OX0600
 OX0600.Superseded values are not recommended for survey control.
 OX0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0600.See file dsdata.txt to determine how the superseded data were derived.
 OX0600
 OX0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP256445(NAD 83)
 OX0600_MARKER: DD = SURVEY DISK
 OX0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0600_STAMPING: 232 C 1944
 OX0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0600+STABILITY: SURFACE MOTION
 OX0600
 OX0600  HISTORY     - Date     Condition        Report By
 OX0600  HISTORY     - 1944     MONUMENTED       DOD
 OX0600  HISTORY     - 1945     GOOD             NGS
 OX0600
 OX0600                          STATION DESCRIPTION
 OX0600
 OX0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0600'4.3 MI NW FROM LORENZO.
 OX0600'1.8 MILES WEST ALONG COUNTY ROAD FROM THE POST OFFICE AT LORENZO,
 OX0600'THENCE 1.0 MILE NORTH, 1.0 MILE WEST AND 0.5 MILE NORTH, SET AT A T
 OX0600'ROAD, 16 FEET WEST OF CENTER-LINE OF NORTH-SOUTH ROAD, 10 FEET SOUTH
 OX0600'OF A POINT ON CENTER-LINE WITH ROAD LEADING EAST, 3 FEET NORTH OF A
 OX0600'GUY POLE ALSO USED AS A 3-WAY CORNER FENCE POST, 0.8 FOOT WEST OF
 OX0600'FENCE, 1.3 FEET WEST OF REFERENCE POST.  A USE BRONZE BENCH MARK DISK
 OX0600'SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE
 OX0600'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0601 ***********************************************************************
 OX0601  DESIGNATION -  232 D
 OX0601  PID         -  OX0601
 OX0601  STATE/COUNTY-  ID/JEFFERSON
 OX0601  USGS QUAD   -  MENAN BUTTES (1979)
 OX0601
 OX0601                         *CURRENT SURVEY CONTROL
 OX0601  ___________________________________________________________________
 OX0601* NAD 83(1986)-  43 45 00.     (N)    111 56 06.     (W)     SCALED    
 OX0601* NAVD 88     -      1469.371  (meters)    4820.76   (feet)  ADJUSTED  
 OX0601  ___________________________________________________________________
 OX0601  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 OX0601  DYNAMIC HT  -        1468.609 (meters)    4818.26  (feet)  COMP
 OX0601  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 OX0601
 OX0601  VERT ORDER  -  SECOND    CLASS 0
 OX0601
 OX0601.The horizontal coordinates were scaled from a topographic map and have
 OX0601.an estimated accuracy of +/- 6 seconds.
 OX0601
 OX0601.The orthometric height was determined by differential leveling
 OX0601.and adjusted by the National Geodetic Survey in June 1991..
 OX0601
 OX0601.The geoid height was determined by GEOID03.
 OX0601
 OX0601.The dynamic height is computed by dividing the NAVD 88
 OX0601.geopotential number by the normal gravity value computed on the
 OX0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0601.degrees latitude (g = 980.6199 gals.).
 OX0601
 OX0601.The modeled gravity was interpolated from observed gravity values.
 OX0601
 OX0601;                    North         East    Units  Estimated Accuracy
 OX0601;SPC ID E     -   231,450.      218,660.      MT  (+/- 180 meters Scaled)
 OX0601
 OX0601                          SUPERSEDED SURVEY CONTROL
 OX0601
 OX0601  NGVD 29 (??/??/92) 1468.273  (m)         4817.16   (f) ADJ UNCH    2 0
 OX0601
 OX0601.Superseded values are not recommended for survey control.
 OX0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0601.See file dsdata.txt to determine how the superseded data were derived.
 OX0601
 OX0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP247445(NAD 83)
 OX0601_MARKER: DD = SURVEY DISK
 OX0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0601_STAMPING: 232 D 1944
 OX0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0601+STABILITY: SURFACE MOTION
 OX0601
 OX0601  HISTORY     - Date     Condition        Report By
 OX0601  HISTORY     - 1944     MONUMENTED       DOD
 OX0601  HISTORY     - 1945     GOOD             NGS
 OX0601
 OX0601                          STATION DESCRIPTION
 OX0601
 OX0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0601'4.8 MI NW FROM LORENZO.
 OX0601'1.8 MILES WEST ALONG COUNTY ROAD FROM THE POST OFFICE AT LORENZO,
 OX0601'THENCE 1.0 MILE NORTH, 1.0 MILE WEST, 0.2 MILE NORTH, 0.6 MILE WEST
 OX0601'AND 0.2 MILE NORTH, SET ON OUTSIDE OF CURVE WITH TANGENTS LEADING OF
 OX0601'CENTER-LINE PRIVATE ROAD LEADING EAST, 2.8 FEET SOUTH OF FENCE, 1.2
 OX0601'FEET EAST OF REFERENCE POST.  A USE BRONZE BENCH MARK DISK SET IN TOP
 OX0601'OF CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0603 ***********************************************************************
 OX0603  DESIGNATION -  232 E
 OX0603  PID         -  OX0603
 OX0603  STATE/COUNTY-  ID/JEFFERSON
 OX0603  USGS QUAD   -  RIGBY (1979)
 OX0603
 OX0603                         *CURRENT SURVEY CONTROL
 OX0603  ___________________________________________________________________
 OX0603* NAD 83(1986)-  43 44 34.     (N)    111 56 36.     (W)     SCALED    
 OX0603* NAVD 88     -      1469.459  (meters)    4821.05   (feet)  ADJUSTED  
 OX0603  ___________________________________________________________________
 OX0603  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 OX0603  DYNAMIC HT  -        1468.697 (meters)    4818.55  (feet)  COMP
 OX0603  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 OX0603
 OX0603  VERT ORDER  -  SECOND    CLASS 0
 OX0603
 OX0603.The horizontal coordinates were scaled from a topographic map and have
 OX0603.an estimated accuracy of +/- 6 seconds.
 OX0603
 OX0603.The orthometric height was determined by differential leveling
 OX0603.and adjusted by the National Geodetic Survey in June 1991..
 OX0603
 OX0603.The geoid height was determined by GEOID03.
 OX0603
 OX0603.The dynamic height is computed by dividing the NAVD 88
 OX0603.geopotential number by the normal gravity value computed on the
 OX0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0603.degrees latitude (g = 980.6199 gals.).
 OX0603
 OX0603.The modeled gravity was interpolated from observed gravity values.
 OX0603
 OX0603;                    North         East    Units  Estimated Accuracy
 OX0603;SPC ID E     -   230,640.      217,990.      MT  (+/- 180 meters Scaled)
 OX0603
 OX0603                          SUPERSEDED SURVEY CONTROL
 OX0603
 OX0603  NGVD 29 (??/??/92) 1468.361  (m)         4817.45   (f) ADJ UNCH    2 0
 OX0603
 OX0603.Superseded values are not recommended for survey control.
 OX0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0603.See file dsdata.txt to determine how the superseded data were derived.
 OX0603
 OX0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP240437(NAD 83)
 OX0603_MARKER: DD = SURVEY DISK
 OX0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0603_STAMPING: 232 E 1944
 OX0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0603+STABILITY: SURFACE MOTION
 OX0603
 OX0603  HISTORY     - Date     Condition        Report By
 OX0603  HISTORY     - 1944     MONUMENTED       DOD
 OX0603  HISTORY     - 1945     GOOD             NGS
 OX0603
 OX0603                          STATION DESCRIPTION
 OX0603
 OX0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0603'5.8 MI NW FROM LORENZO.
 OX0603'1.8 MILES WEST ALONG COUNTY ROAD FROM THE POST OFFICE AT LORENZO,
 OX0603'THENCE 1.0 MILE NORTH, 1.0 MILE WEST, 0.2 MILE NORTH, 0.6 MILE WEST,
 OX0603'0.2 MILE NORTH, 0.5 MILE WEST AND 0.5 MILE SOUTH, SET IN THE NORTHEAST
 OX0603'QUARTER OF PUBLIC ROAD CROSSING, 27 FEET EAST OF CENTER-LINE OF
 OX0603'NORTH-SOUTH ROAD, 24 FEET NORTH OF CENTER-LINE OF EAST-WEST ROAD, 3
 OX0603'FEET NORTH OF POWER LINE POLE, 4 FEET NORTHWEST OF CORNER FENCE POST,
 OX0603'1.2 FEET NORTH OF REFERENCE POST.  A USE BRONZE DISK SET IN TOP OF A
 OX0603'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0604 ***********************************************************************
 OX0604  DESIGNATION -  232 F
 OX0604  PID         -  OX0604
 OX0604  STATE/COUNTY-  ID/JEFFERSON
 OX0604  USGS QUAD   -  RIGBY (1979)
 OX0604
 OX0604                         *CURRENT SURVEY CONTROL
 OX0604  ___________________________________________________________________
 OX0604* NAD 83(1986)-  43 44 34.     (N)    111 57 50.     (W)     SCALED    
 OX0604* NAVD 88     -      1466.994  (meters)    4812.96   (feet)  ADJUSTED  
 OX0604  ___________________________________________________________________
 OX0604  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 OX0604  DYNAMIC HT  -        1466.235 (meters)    4810.47  (feet)  COMP
 OX0604  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 OX0604
 OX0604  VERT ORDER  -  SECOND    CLASS 0
 OX0604
 OX0604.The horizontal coordinates were scaled from a topographic map and have
 OX0604.an estimated accuracy of +/- 6 seconds.
 OX0604
 OX0604.The orthometric height was determined by differential leveling
 OX0604.and adjusted by the National Geodetic Survey in June 1991..
 OX0604
 OX0604.The geoid height was determined by GEOID03.
 OX0604
 OX0604.The dynamic height is computed by dividing the NAVD 88
 OX0604.geopotential number by the normal gravity value computed on the
 OX0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0604.degrees latitude (g = 980.6199 gals.).
 OX0604
 OX0604.The modeled gravity was interpolated from observed gravity values.
 OX0604
 OX0604;                    North         East    Units  Estimated Accuracy
 OX0604;SPC ID E     -   230,640.      216,330.      MT  (+/- 180 meters Scaled)
 OX0604
 OX0604                          SUPERSEDED SURVEY CONTROL
 OX0604
 OX0604  NGVD 29 (??/??/92) 1465.898  (m)         4809.37   (f) ADJ UNCH    2 0
 OX0604
 OX0604.Superseded values are not recommended for survey control.
 OX0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0604.See file dsdata.txt to determine how the superseded data were derived.
 OX0604
 OX0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP223437(NAD 83)
 OX0604_MARKER: DD = SURVEY DISK
 OX0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0604_STAMPING: 232 F 1944
 OX0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0604+STABILITY: SURFACE MOTION
 OX0604
 OX0604  HISTORY     - Date     Condition        Report By
 OX0604  HISTORY     - 1944     MONUMENTED       DOD
 OX0604  HISTORY     - 1945     GOOD             NGS
 OX0604
 OX0604                          STATION DESCRIPTION
 OX0604
 OX0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0604'6.8 MI NW FROM LORENZO.
 OX0604'1.8 MILES WEST ALONG COUNTY ROAD FROM THE POST OFFICE AT LORENZO,
 OX0604'THENCE 1.0 MILE NORTH, 1.0 MILE WEST, 0.2 MILE NORTH, 0.6 MILE WEST,
 OX0604'0.2 MILE NORTH, 0.5 MILE WEST, 0.5 MILE SOUTH AND 1.0 MILE WEST, ABOUT
 OX0604'0.2 MILE EAST OF A RED BRICK FARM HOUSE, AT A PRIVATE ROAD NORTH TO
 OX0604'FARM HOUSE, 23 FEET WEST OF CENTER-LINE OF PRIVATE ROAD, 15 FEET NORTH
 OX0604'OF CENTER-LINE OF MAIN ROAD, 4 FEET SOUTHWEST OF POWER LINE POLE, 1.3
 OX0604'FEET EAST OF REFERENCE POST.  A USE BRONZE DISK SET IN TOP OF A
 OX0604'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0605 ***********************************************************************
 OX0605  DESIGNATION -  232 G
 OX0605  PID         -  OX0605
 OX0605  STATE/COUNTY-  ID/JEFFERSON
 OX0605  USGS QUAD   -  RIGBY (1979)
 OX0605
 OX0605                         *CURRENT SURVEY CONTROL
 OX0605  ___________________________________________________________________
 OX0605* NAD 83(1986)-  43 44 32.     (N)    111 59 00.     (W)     SCALED    
 OX0605* NAVD 88     -      1464.563  (meters)    4804.99   (feet)  ADJUSTED  
 OX0605  ___________________________________________________________________
 OX0605  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 OX0605  DYNAMIC HT  -        1463.808 (meters)    4802.51  (feet)  COMP
 OX0605  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 OX0605
 OX0605  VERT ORDER  -  SECOND    CLASS 0
 OX0605
 OX0605.The horizontal coordinates were scaled from a topographic map and have
 OX0605.an estimated accuracy of +/- 6 seconds.
 OX0605
 OX0605.The orthometric height was determined by differential leveling
 OX0605.and adjusted by the National Geodetic Survey in June 1991..
 OX0605
 OX0605.The geoid height was determined by GEOID03.
 OX0605
 OX0605.The dynamic height is computed by dividing the NAVD 88
 OX0605.geopotential number by the normal gravity value computed on the
 OX0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0605.degrees latitude (g = 980.6199 gals.).
 OX0605
 OX0605.The modeled gravity was interpolated from observed gravity values.
 OX0605
 OX0605;                    North         East    Units  Estimated Accuracy
 OX0605;SPC ID E     -   230,570.      214,770.      MT  (+/- 180 meters Scaled)
 OX0605
 OX0605                          SUPERSEDED SURVEY CONTROL
 OX0605
 OX0605  NGVD 29 (??/??/92) 1463.470  (m)         4801.40   (f) ADJ UNCH    2 0
 OX0605
 OX0605.Superseded values are not recommended for survey control.
 OX0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0605.See file dsdata.txt to determine how the superseded data were derived.
 OX0605
 OX0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP208437(NAD 83)
 OX0605_MARKER: DD = SURVEY DISK
 OX0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0605_STAMPING: 232 G 1944
 OX0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0605+STABILITY: SURFACE MOTION
 OX0605
 OX0605  HISTORY     - Date     Condition        Report By
 OX0605  HISTORY     - 1944     MONUMENTED       DOD
 OX0605  HISTORY     - 1945     GOOD             NGS
 OX0605
 OX0605                          STATION DESCRIPTION
 OX0605
 OX0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0605'7.8 MI NW FROM LORENZO.
 OX0605'1.8 MILES WEST ALONG COUNTY ROAD FROM THE POST OFFICE AT LORENZO,
 OX0605'THENCE 1.0 MILE NORTH, 1.0 MILE WEST, 0.2 MILE NORTH, 0.6 MILE WEST,
 OX0605'0.2 MILE NORTH, 0.5 MILE WEST, 0.5 MILE SOUTH, 2.0 MILES WEST, SET IN
 OX0605'THE SOUTHEAST QUARTER OF A PUBLIC ROAD CROSSING, 30 FEET SOUTH OF
 OX0605'CENTER-LINE OF EAST-WEST ROAD, 28 FEET EAST OF CENTER-LINE OF
 OX0605'NORTH-SOUTH ROAD, 4 FEET NORTH OF CORNER FENCE POST, 1.6 FEET NORTH OF
 OX0605'REFERENCE POST.  A USE BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE
 OX0605'POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0145 ***********************************************************************
 OY0145  DESIGNATION -  232 H
 OY0145  PID         -  OY0145
 OY0145  STATE/COUNTY-  ID/JEFFERSON
 OY0145  USGS QUAD   -  LEWISVILLE (1979)
 OY0145
 OY0145                         *CURRENT SURVEY CONTROL
 OY0145  ___________________________________________________________________
 OY0145* NAD 83(1986)-  43 44 33.     (N)    112 00 13.     (W)     SCALED    
 OY0145* NAVD 88     -      1461.844  (meters)    4796.07   (feet)  ADJUSTED  
 OY0145  ___________________________________________________________________
 OY0145  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 OY0145  DYNAMIC HT  -        1461.094 (meters)    4793.61  (feet)  COMP
 OY0145  MODELED GRAV-     980,054.7   (mgal)                       NAVD 88
 OY0145
 OY0145  VERT ORDER  -  SECOND    CLASS 0
 OY0145
 OY0145.The horizontal coordinates were scaled from a topographic map and have
 OY0145.an estimated accuracy of +/- 6 seconds.
 OY0145
 OY0145.The orthometric height was determined by differential leveling
 OY0145.and adjusted by the National Geodetic Survey in June 1991..
 OY0145
 OY0145.The geoid height was determined by GEOID03.
 OY0145
 OY0145.The dynamic height is computed by dividing the NAVD 88
 OY0145.geopotential number by the normal gravity value computed on the
 OY0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0145.degrees latitude (g = 980.6199 gals.).
 OY0145
 OY0145.The modeled gravity was interpolated from observed gravity values.
 OY0145
 OY0145;                    North         East    Units  Estimated Accuracy
 OY0145;SPC ID E     -   230,600.      213,130.      MT  (+/- 180 meters Scaled)
 OY0145
 OY0145                          SUPERSEDED SURVEY CONTROL
 OY0145
 OY0145  NGVD 29 (??/??/92) 1460.755  (m)         4792.49   (f) ADJ UNCH    2 0
 OY0145
 OY0145.Superseded values are not recommended for survey control.
 OY0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0145.See file dsdata.txt to determine how the superseded data were derived.
 OY0145
 OY0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP191437(NAD 83)
 OY0145_MARKER: DD = SURVEY DISK
 OY0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0145_STAMPING: 232 H 1944
 OY0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0145+STABILITY: SURFACE MOTION
 OY0145
 OY0145  HISTORY     - Date     Condition        Report By
 OY0145  HISTORY     - 1944     MONUMENTED       DOD
 OY0145  HISTORY     - 1945     GOOD             NGS
 OY0145  HISTORY     - 1963     MARK NOT FOUND   USGS
 OY0145
 OY0145                          STATION DESCRIPTION
 OY0145
 OY0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0145'8.8 MI NW FROM LORENZO.
 OY0145'1.8 MILES WEST ALONG COUNTY ROAD FROM POST OFFICE AT LORENZO, THENCE
 OY0145'1.0 MILE NORTH, 1.0 MILE WEST, 0.2 MILE NORTH, 0.6 MILE WEST, 0.2 MILE
 OY0145'NORTH, 0.5 MILE WEST, 0.5 MILE SOUTH, 3.0 MILES WEST, SET AT A T ROAD
 OY0145'SOUTH, 21 FEET NORTH OF CENTER-LINE OF ROAD, 12 FEET WEST OF A POINT
 OY0145'ON CENTER-LINE OF ROAD SOUTH, 10.8 FEET SOUTH OF FENCE, 1.1 FEET EAST
 OY0145'OF REFERENCE POST.  A USE BRONZE BENCH MARK DISK SET IN TOP OF A
 OY0145'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 OY0145
 OY0145                          STATION RECOVERY (1963)
 OY0145
 OY0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OY0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0147 ***********************************************************************
 OY0147  DESIGNATION -  232 J
 OY0147  PID         -  OY0147
 OY0147  STATE/COUNTY-  ID/JEFFERSON
 OY0147  USGS QUAD   -  LEWISVILLE (1979)
 OY0147
 OY0147                         *CURRENT SURVEY CONTROL
 OY0147  ___________________________________________________________________
 OY0147* NAD 83(1992)-  43 44 33.04926(N)    112 01 24.40182(W)     ADJUSTED  
 OY0147* NAVD 88     -      1459.719  (meters)    4789.09   (feet)  ADJUSTED  
 OY0147  ___________________________________________________________________
 OY0147  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 OY0147  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY0147  DYNAMIC HT  -        1458.976 (meters)    4786.66  (feet)  COMP
 OY0147  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 OY0147
 OY0147  HORZ ORDER  -  SECOND
 OY0147  VERT ORDER  -  SECOND    CLASS 0
 OY0147
 OY0147.The horizontal coordinates were established by classical geodetic methods
 OY0147.and adjusted by the National Geodetic Survey in July 1992..
 OY0147
 OY0147.The orthometric height was determined by differential leveling
 OY0147.and adjusted by the National Geodetic Survey in June 1991..
 OY0147
 OY0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0147
 OY0147.The geoid height was determined by GEOID03.
 OY0147
 OY0147.The dynamic height is computed by dividing the NAVD 88
 OY0147.geopotential number by the normal gravity value computed on the
 OY0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0147.degrees latitude (g = 980.6199 gals.).
 OY0147
 OY0147.The modeled gravity was interpolated from observed gravity values.
 OY0147
 OY0147;                    North         East     Units Scale Factor Converg.
 OY0147;SPC ID E     -   230,597.437   211,536.224   MT  0.99994900   +0 05 56.5
 OY0147;UTM  12      - 4,843,783.966   417,591.987   MT  0.99968353   -0 42 27.6
 OY0147
 OY0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0147!SPC ID E     -   0.99977295  x   0.99994900  =   0.99972196
 OY0147!UTM  12      -   0.99977295  x   0.99968353  =   0.99945655
 OY0147
 OY0147:                Primary Azimuth Mark                     Grid Az
 OY0147:SPC ID E     -  H 232 1                                  091 02 01.0
 OY0147:UTM  12      -  H 232 1                                  091 50 25.1
 OY0147
 OY0147|---------------------------------------------------------------------|
 OY0147| PID    Reference Object                     Distance      Geod. Az  |
 OY0147|                                                           dddmmss.s |
 OY0147| OY0146 H 232 1                                            0910757.5 |
 OY0147| OX0741 RIGBY U AND I REFIN CO STACK        APPROX.11.5 KM 1214612.5 |
 OY0147|---------------------------------------------------------------------|
 OY0147
 OY0147                          SUPERSEDED SURVEY CONTROL
 OY0147
 OY0147  NAD 83(1986)-  43 44 33.04218(N)    112 01 24.38817(W) AD(       ) 2
 OY0147  NAD 27      -  43 44 33.36600(N)    112 01 21.49300(W) AD(       ) 2
 OY0147  NGVD 29 (??/??/92) 1458.636  (m)         4785.54   (f) ADJ UNCH    2 0
 OY0147
 OY0147.Superseded values are not recommended for survey control.
 OY0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0147.See file dsdata.txt to determine how the superseded data were derived.
 OY0147
 OY0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1759243784(NAD 83)
 OY0147_MARKER: DB = BENCH MARK DISK
 OY0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0147_STAMPING: 232 J 1944
 OY0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0147+STABILITY: SURFACE MOTION
 OY0147
 OY0147  HISTORY     - Date     Condition        Report By
 OY0147  HISTORY     - 1946     MONUMENTED       CGS
 OY0147  HISTORY     - 1945     GOOD             NGS
 OY0147  HISTORY     - 1963     MARK NOT FOUND   USGS
 OY0147
 OY0147                          STATION DESCRIPTION
 OY0147
 OY0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OY0147'LOCATED ABOUT 1-1/2 MILES NORTHWEST OF LENAN, AND 6 MILES
 OY0147'EAST-NORTHEAST OF ROBERTS, ALONG A COUNTY ROAD, 150 YARDS
 OY0147'WEST BY SOUTH OF A FARM DWELLING, 150 YARDS NORTHEAST OF
 OY0147'ANOTHER FARM DWELLING, IN THE NORTHEAST CORNER OF A ROAD
 OY0147'INTERSECTION.
 OY0147'
 OY0147'THE STATION MARK IS A STANDARD U.S. ARMY ENGINEERING DEPARTMENT
 OY0147'DISC IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST WHICH
 OY0147'PROJECTS 5 INCHES.  IT IS 5 FEET SOUTHWEST OF A FENCE CORNER,
 OY0147'2 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST, AND 35.31 FEET
 OY0147'NORTHEAST OF THE INTERSECTION OF TWO GRAVELED ROADS.  IT
 OY0147'IS STAMPED 232 J 1944
 OY0147'
 OY0147'REFERENCE MARK NO. 1 IS A STANDARD DISC IN THE TOP OF A 12
 OY0147'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 OY0147'8 INCHES WEST OF A NORTH-SOUTH FENCE LINE, AND 29 FEET EAST
 OY0147'OF A GRAVELED ROAD (CENTERLINE).  IT IS STAMPED 232 J NO 1 1946.
 OY0147'
 OY0147'REFERENCE MARK NO. 2 IS A STANDARD DISC IN THE TOP OF A 12
 OY0147'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES AND IS
 OY0147'1-1/2 FEET HIGHER THAN THE STATION MARK.  IT IS 10 INCHES
 OY0147'SOUTH OF AN EAST-WEST FENCE LINE, AND 27.5 FEET NORTH OF THE
 OY0147'CENTER LINE OF AN EAST-WEST GRAVELED ROAD.  IT IS STAMPED
 OY0147'232 J NO 2 1946.
 OY0147'
 OY0147'THE AZIMUTH MARK IS TRAVERSE STATION H 232-1 (U.S.E.).  IT
 OY0147'IS A STEEL BOLT WITH 3/4 INCH HEAD IMBEDDED IN CONCRETE
 OY0147'IN THE TOP OF A 2 INCH BELLED PIPE WHICH PROJECTS 3 INCHES
 OY0147'ABOVE THE SURFACE OF THE GROUND.  IT IS 28.6 FEET SOUTH
 OY0147'OF THE CENTER LINE OF A GRAVELED ROAD 3-1/2 FEET NORTH OF AN
 OY0147'EAST-WEST FENCE LINE, 13.8 FEET NORTH OF AN IRRIGATION
 OY0147'DITCH, AND IS NOT STAMPED.
 OY0147'
 OY0147'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MENAN, GO
 OY0147'NORTH ON A GRAVELED ROAD ALONG WEST SIDE OF RAILROAD TRACKS
 OY0147'FOR 1.5 MILES TO CROSS ROADS.  TURN LEFT, WEST, AND GO 0.5
 OY0147'MILE TO AZIMUTH MARK ON LEFT.  CONTINUE 0.5 MILE TO THE STATION
 OY0147'ON THE RIGHT AT CROSS ROADS.  A DRIVE STATION.
 OY0147'
 OY0147'THE SUBSTITUTE CONTROL STATION IS THE CENTER OF THE INTERSECTION
 OY0147'OF CROSS ROADS 10.763 METERS, 35.31 FEET SOUTHWEST OF THE STATION.
 OY0147'A TEMPORARY POINT WAS USED.
 OY0147
 OY0147                          STATION RECOVERY (1945)
 OY0147
 OY0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 OY0147'6.5 MI NE FROM ROBERTS.
 OY0147'3.0 MILES EAST ALONG STATE HIGHWAY NO. 48 FROM THE STATION AT ROBERTS,
 OY0147'THENCE, 1.5 MILES NORTH, AND, 2.0 MILES EAST, SET IN THE NORTHEAST
 OY0147'QUARTER OF PUBLIC ROAD CROSSING, 27 FEET NORTH OF CENTER-LINE OF
 OY0147'EAST-WEST ROAD, 27 FEET EAST OF CENTER-LINE OF NORTH-SOUTH ROAD, 4.2
 OY0147'FEET WEST OF CORNER FENCE POST, 1.2 FEET NORTH OF REFERENCE POST. A
 OY0147'USE BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 OY0147'ABOUT 0.5 FOOT ABOVE THE GROUND.
 OY0147
 OY0147                          STATION RECOVERY (1963)
 OY0147
 OY0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OY0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0149 ***********************************************************************
 OY0149  DESIGNATION -  232 L
 OY0149  PID         -  OY0149
 OY0149  STATE/COUNTY-  ID/JEFFERSON
 OY0149  USGS QUAD   -  DEER PARKS (1964)
 OY0149
 OY0149                         *CURRENT SURVEY CONTROL
 OY0149  ___________________________________________________________________
 OY0149* NAD 83(1986)-  43 45 24.     (N)    112 02 35.     (W)     SCALED    
 OY0149* NAVD 88     -      1459.517  (meters)    4788.43   (feet)  ADJUSTED  
 OY0149  ___________________________________________________________________
 OY0149  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 OY0149  DYNAMIC HT  -        1458.779 (meters)    4786.01  (feet)  COMP
 OY0149  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 OY0149
 OY0149  VERT ORDER  -  SECOND    CLASS 0
 OY0149
 OY0149.The horizontal coordinates were scaled from a topographic map and have
 OY0149.an estimated accuracy of +/- 6 seconds.
 OY0149
 OY0149.The orthometric height was determined by differential leveling
 OY0149.and adjusted by the National Geodetic Survey in June 1991..
 OY0149
 OY0149.The geoid height was determined by GEOID03.
 OY0149
 OY0149.The dynamic height is computed by dividing the NAVD 88
 OY0149.geopotential number by the normal gravity value computed on the
 OY0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0149.degrees latitude (g = 980.6199 gals.).
 OY0149
 OY0149.The modeled gravity was interpolated from observed gravity values.
 OY0149
 OY0149;                    North         East    Units  Estimated Accuracy
 OY0149;SPC ID E     -   232,170.      209,950.      MT  (+/- 180 meters Scaled)
 OY0149
 OY0149                          SUPERSEDED SURVEY CONTROL
 OY0149
 OY0149  NGVD 29 (??/??/92) 1458.438  (m)         4784.89   (f) ADJ UNCH    2 0
 OY0149
 OY0149.Superseded values are not recommended for survey control.
 OY0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0149.See file dsdata.txt to determine how the superseded data were derived.
 OY0149
 OY0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP160453(NAD 83)
 OY0149_MARKER: DD = SURVEY DISK
 OY0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0149_STAMPING: 232 L 1966
 OY0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0149+STABILITY: SURFACE MOTION
 OY0149
 OY0149  HISTORY     - Date     Condition        Report By
 OY0149  HISTORY     - 1944     MONUMENTED       DOD
 OY0149  HISTORY     - 1945     GOOD             NGS
 OY0149  HISTORY     - 1964     MARK NOT FOUND   USGS
 OY0149
 OY0149                          STATION DESCRIPTION
 OY0149
 OY0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0149'6.5 MI NE FROM ROBERTS.
 OY0149'3.0 MILES EAST ALONG STATE HIGHWAY NO. 48 FROM THE STATION AT ROBERTS,
 OY0149'THENCE 1.5 MILES NORTH, 1.0 MILE EAST AND 1.0 MILE NORTH, ABOUT 0.1
 OY0149'MILE SOUTH OF EAST-WEST SECTION LINE FENCE, ON OUTSIDE OF A SLIGHT U
 OY0149'CURVE, ABOUT 100 FEET WEST OF A SLOUGH, 20 FEET WEST OF CENTER-LINE OF
 OY0149'ROAD, 2.5 FEET EAST OF FENCE, 1.1 FEET SOUTH OF REFERENCE POST. A USE
 OY0149'BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 OY0149'0.5 FOOT ABOVE THE GROUND.
 OY0149
 OY0149                          STATION RECOVERY (1964)
 OY0149
 OY0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OY0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0152 ***********************************************************************
 OY0152  DESIGNATION -  232 M
 OY0152  PID         -  OY0152
 OY0152  STATE/COUNTY-  ID/JEFFERSON
 OY0152  USGS QUAD   -  DEER PARKS (1964)
 OY0152
 OY0152                         *CURRENT SURVEY CONTROL
 OY0152  ___________________________________________________________________
 OY0152* NAD 83(1986)-  43 45 25.     (N)    112 03 46.     (W)     SCALED    
 OY0152* NAVD 88     -      1457.738  (meters)    4782.60   (feet)  ADJUSTED  
 OY0152  ___________________________________________________________________
 OY0152  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 OY0152  DYNAMIC HT  -        1457.007 (meters)    4780.20  (feet)  COMP
 OY0152  MODELED GRAV-     980,066.4   (mgal)                       NAVD 88
 OY0152
 OY0152  VERT ORDER  -  SECOND    CLASS 0
 OY0152
 OY0152.The horizontal coordinates were scaled from a topographic map and have
 OY0152.an estimated accuracy of +/- 6 seconds.
 OY0152
 OY0152.The orthometric height was determined by differential leveling
 OY0152.and adjusted by the National Geodetic Survey in June 1991..
 OY0152
 OY0152.The geoid height was determined by GEOID03.
 OY0152
 OY0152.The dynamic height is computed by dividing the NAVD 88
 OY0152.geopotential number by the normal gravity value computed on the
 OY0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0152.degrees latitude (g = 980.6199 gals.).
 OY0152
 OY0152.The modeled gravity was interpolated from observed gravity values.
 OY0152
 OY0152;                    North         East    Units  Estimated Accuracy
 OY0152;SPC ID E     -   232,200.      208,370.      MT  (+/- 180 meters Scaled)
 OY0152
 OY0152                          SUPERSEDED SURVEY CONTROL
 OY0152
 OY0152  NGVD 29 (??/??/92) 1456.665  (m)         4779.08   (f) ADJ UNCH    2 0
 OY0152
 OY0152.Superseded values are not recommended for survey control.
 OY0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0152.See file dsdata.txt to determine how the superseded data were derived.
 OY0152
 OY0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP144454(NAD 83)
 OY0152_MARKER: DD = SURVEY DISK
 OY0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0152_STAMPING: 232 M 1944
 OY0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0152+STABILITY: SURFACE MOTION
 OY0152
 OY0152  HISTORY     - Date     Condition        Report By
 OY0152  HISTORY     - 1944     MONUMENTED       DOD
 OY0152  HISTORY     - 1945     GOOD             NGS
 OY0152  HISTORY     - 1963     MARK NOT FOUND   USGS
 OY0152
 OY0152                          STATION DESCRIPTION
 OY0152
 OY0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0152'5.5 MI NE FROM ROBERTS.
 OY0152'3.0 MILES EAST ALONG STATE HIGHWAY NO. 48 FROM THE STATION AT ROBERTS,
 OY0152'THENCE 2.5 MILES NORTH ALONG COUNTY ROAD, SET ON THE SOUTH SIDE OF A
 OY0152'SMALL IRRIGATION DITCH, 14 FEET SOUTH OF THE EAST GATE POST, 6 FEET
 OY0152'EAST OF CENTER-LINE OF ROAD, 1.4 FEET WEST OF FENCE, 1.1 FEET WEST OF
 OY0152'REFERENCE POST.  A USE BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE
 OY0152'POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 OY0152
 OY0152                          STATION RECOVERY (1963)
 OY0152
 OY0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OY0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0151 ***********************************************************************
 OY0151  DESIGNATION -  232 N
 OY0151  PID         -  OY0151
 OY0151  STATE/COUNTY-  ID/JEFFERSON
 OY0151  USGS QUAD   -  LEWISVILLE (1979)
 OY0151
 OY0151                         *CURRENT SURVEY CONTROL
 OY0151  ___________________________________________________________________
 OY0151* NAD 83(1986)-  43 44 32.     (N)    112 03 49.     (W)     SCALED    
 OY0151* NAVD 88     -      1457.547  (meters)    4781.97   (feet)  ADJUSTED  
 OY0151  ___________________________________________________________________
 OY0151  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY0151  DYNAMIC HT  -        1456.816 (meters)    4779.57  (feet)  COMP
 OY0151  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 OY0151
 OY0151  VERT ORDER  -  SECOND    CLASS 0
 OY0151
 OY0151.The horizontal coordinates were scaled from a topographic map and have
 OY0151.an estimated accuracy of +/- 6 seconds.
 OY0151
 OY0151.The orthometric height was determined by differential leveling
 OY0151.and adjusted by the National Geodetic Survey in June 1991..
 OY0151
 OY0151.The geoid height was determined by GEOID03.
 OY0151
 OY0151.The dynamic height is computed by dividing the NAVD 88
 OY0151.geopotential number by the normal gravity value computed on the
 OY0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0151.degrees latitude (g = 980.6199 gals.).
 OY0151
 OY0151.The modeled gravity was interpolated from observed gravity values.
 OY0151
 OY0151;                    North         East    Units  Estimated Accuracy
 OY0151;SPC ID E     -   230,560.      208,300.      MT  (+/- 180 meters Scaled)
 OY0151
 OY0151                          SUPERSEDED SURVEY CONTROL
 OY0151
 OY0151  NGVD 29 (??/??/92) 1456.475  (m)         4778.45   (f) ADJ UNCH    2 0
 OY0151
 OY0151.Superseded values are not recommended for survey control.
 OY0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0151.See file dsdata.txt to determine how the superseded data were derived.
 OY0151
 OY0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP143437(NAD 83)
 OY0151_MARKER: DD = SURVEY DISK
 OY0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0151_STAMPING: 232 N 1944
 OY0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0151+STABILITY: SURFACE MOTION
 OY0151
 OY0151  HISTORY     - Date     Condition        Report By
 OY0151  HISTORY     - 1944     MONUMENTED       DOD
 OY0151  HISTORY     - 1945     GOOD             NGS
 OY0151  HISTORY     - 1963     MARK NOT FOUND   USGS
 OY0151
 OY0151                          STATION DESCRIPTION
 OY0151
 OY0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0151'4.5 MI NE FROM ROBERTS.
 OY0151'3.0 MILES EAST ALONG STATE HIGHWAY NO. 48 FROM THE STATION AT ROBERTS,
 OY0151'THENCE 1.5 MILES NORTH ALONG COUNTY ROAD, SET AT A T ROAD, SET ON
 OY0151'CENTER-LINE OF ROAD LEADING EAST, 17 FEET WEST OF CENTER-LINE OF
 OY0151'NORTH-SOUTH ROAD, 8.5 FEET SOUTHEAST OF A 3-WAY CORNER FENCE POST, 4.5
 OY0151'FEET EAST OF FENCE, 1.2 FEET SOUTH OF REFERENCE POST.  A USE BRONZE
 OY0151'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 OY0151'ABOVE THE GROUND.
 OY0151
 OY0151                          STATION RECOVERY (1963)
 OY0151
 OY0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OY0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0153 ***********************************************************************
 OY0153  DESIGNATION -  232 P
 OY0153  PID         -  OY0153
 OY0153  STATE/COUNTY-  ID/JEFFERSON
 OY0153  USGS QUAD   -  LEWISVILLE (1979)
 OY0153
 OY0153                         *CURRENT SURVEY CONTROL
 OY0153  ___________________________________________________________________
 OY0153* NAD 83(1986)-  43 43 40.     (N)    112 03 48.     (W)     SCALED    
 OY0153* NAVD 88     -      1457.658  (meters)    4782.33   (feet)  ADJUSTED  
 OY0153  ___________________________________________________________________
 OY0153  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY0153  DYNAMIC HT  -        1456.926 (meters)    4779.93  (feet)  COMP
 OY0153  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 OY0153
 OY0153  VERT ORDER  -  SECOND    CLASS 0
 OY0153
 OY0153.The horizontal coordinates were scaled from a topographic map and have
 OY0153.an estimated accuracy of +/- 6 seconds.
 OY0153
 OY0153.The orthometric height was determined by differential leveling
 OY0153.and adjusted by the National Geodetic Survey in June 1991..
 OY0153
 OY0153.The geoid height was determined by GEOID03.
 OY0153
 OY0153.The dynamic height is computed by dividing the NAVD 88
 OY0153.geopotential number by the normal gravity value computed on the
 OY0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0153.degrees latitude (g = 980.6199 gals.).
 OY0153
 OY0153.The modeled gravity was interpolated from observed gravity values.
 OY0153
 OY0153;                    North         East    Units  Estimated Accuracy
 OY0153;SPC ID E     -   228,960.      208,330.      MT  (+/- 180 meters Scaled)
 OY0153
 OY0153                          SUPERSEDED SURVEY CONTROL
 OY0153
 OY0153  NGVD 29 (??/??/92) 1456.586  (m)         4778.82   (f) ADJ UNCH    2 0
 OY0153
 OY0153.Superseded values are not recommended for survey control.
 OY0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0153.See file dsdata.txt to determine how the superseded data were derived.
 OY0153
 OY0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP143421(NAD 83)
 OY0153_MARKER: DD = SURVEY DISK
 OY0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0153_STAMPING: 232 P 1944
 OY0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0153+STABILITY: SURFACE MOTION
 OY0153
 OY0153  HISTORY     - Date     Condition        Report By
 OY0153  HISTORY     - 1944     MONUMENTED       DOD
 OY0153  HISTORY     - 1945     GOOD             NGS
 OY0153
 OY0153                          STATION DESCRIPTION
 OY0153
 OY0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0153'3.5 MI E FROM ROBERTS.
 OY0153'3.0 MILES EAST ALONG STATE HIGHWAY NO. 48 FROM THE STATION AT ROBERTS,
 OY0153'THENCE 0.5 MILE NORTH ALONG COUNTY ROAD, ABOUT 300 FEET NORTHEAST OF A
 OY0153'LARGE RED BARN, ON EAST SIDE OF ROAD FROM A SMALL FRAME FARM HOUSE, 27
 OY0153'FEET EAST OF CENTER-LINE OF ROAD, 2.5 FEET WEST OF FENCE, 1.5 FEET
 OY0153'WEST OF REFERENCE POST.  A USE BRONZE BENCH MARK DISK SET IN TOP OF
 OY0153'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0156 ***********************************************************************
 OY0156  DESIGNATION -  232 Q
 OY0156  PID         -  OY0156
 OY0156  STATE/COUNTY-  ID/JEFFERSON
 OY0156  USGS QUAD   -  LEWISVILLE (1979)
 OY0156
 OY0156                         *CURRENT SURVEY CONTROL
 OY0156  ___________________________________________________________________
 OY0156* NAD 83(1986)-  43 43 21.     (N)    112 04 59.     (W)     SCALED    
 OY0156* NAVD 88     -      1456.211  (meters)    4777.59   (feet)  ADJUSTED  
 OY0156  ___________________________________________________________________
 OY0156  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY0156  DYNAMIC HT  -        1455.486 (meters)    4775.21  (feet)  COMP
 OY0156  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 OY0156
 OY0156  VERT ORDER  -  SECOND    CLASS 0
 OY0156
 OY0156.The horizontal coordinates were scaled from a topographic map and have
 OY0156.an estimated accuracy of +/- 6 seconds.
 OY0156
 OY0156.The orthometric height was determined by differential leveling
 OY0156.and adjusted by the National Geodetic Survey in June 1991..
 OY0156
 OY0156.The geoid height was determined by GEOID03.
 OY0156
 OY0156.The dynamic height is computed by dividing the NAVD 88
 OY0156.geopotential number by the normal gravity value computed on the
 OY0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0156.degrees latitude (g = 980.6199 gals.).
 OY0156
 OY0156.The modeled gravity was interpolated from observed gravity values.
 OY0156
 OY0156;                    North         East    Units  Estimated Accuracy
 OY0156;SPC ID E     -   228,370.      206,740.      MT  (+/- 180 meters Scaled)
 OY0156
 OY0156                          SUPERSEDED SURVEY CONTROL
 OY0156
 OY0156  NGVD 29 (??/??/92) 1455.147  (m)         4774.09   (f) ADJ UNCH    2 0
 OY0156
 OY0156.Superseded values are not recommended for survey control.
 OY0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0156.See file dsdata.txt to determine how the superseded data were derived.
 OY0156
 OY0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP127416(NAD 83)
 OY0156_MARKER: DD = SURVEY DISK
 OY0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0156_STAMPING: 232 Q 1944
 OY0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0156+STABILITY: SURFACE MOTION
 OY0156
 OY0156  HISTORY     - Date     Condition        Report By
 OY0156  HISTORY     - 1944     MONUMENTED       DOD
 OY0156  HISTORY     - 1945     GOOD             NGS
 OY0156
 OY0156                          STATION DESCRIPTION
 OY0156
 OY0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0156'2.0 MI E FROM ROBERTS.
 OY0156'2.0 MILES EAST ALONG STATE HIGHWAY NO. 48 FROM THE STATION AT ROBERTS,
 OY0156'ABOUT 0.1 MILE SOUTHEAST OF THE STEEL BRIDGE OVER THE SNAKE RIVER, SET
 OY0156'ALONG THE COUNTY ROAD LEADING SOUTH FROM THE HIGHWAY, ON THE WEST SIDE
 OY0156'OF TRIANGLE FORMED BY JUNCTION OF ROADS, 20 FEET EAST OF CENTER-LINE
 OY0156'OF ROAD, 8.5 FEET SOUTH OF POLE NO. 355, 1.2 FEET WEST OF REFERENCE
 OY0156'POST.  A USE BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE POST
 OY0156'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0157 ***********************************************************************
 OY0157  DESIGNATION -  232 R
 OY0157  PID         -  OY0157
 OY0157  STATE/COUNTY-  ID/JEFFERSON
 OY0157  USGS QUAD   -  LEWISVILLE (1979)
 OY0157
 OY0157                         *CURRENT SURVEY CONTROL
 OY0157  ___________________________________________________________________
 OY0157* NAD 83(1986)-  43 42 38.     (N)    112 05 00.     (W)     SCALED    
 OY0157* NAVD 88     -      1455.579  (meters)    4775.51   (feet)  ADJUSTED  
 OY0157  ___________________________________________________________________
 OY0157  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OY0157  DYNAMIC HT  -        1454.852 (meters)    4773.13  (feet)  COMP
 OY0157  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 OY0157
 OY0157  VERT ORDER  -  SECOND    CLASS 0
 OY0157
 OY0157.The horizontal coordinates were scaled from a topographic map and have
 OY0157.an estimated accuracy of +/- 6 seconds.
 OY0157
 OY0157.The orthometric height was determined by differential leveling
 OY0157.and adjusted by the National Geodetic Survey in June 1991..
 OY0157
 OY0157.The geoid height was determined by GEOID03.
 OY0157
 OY0157.The dynamic height is computed by dividing the NAVD 88
 OY0157.geopotential number by the normal gravity value computed on the
 OY0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0157.degrees latitude (g = 980.6199 gals.).
 OY0157
 OY0157.The modeled gravity was interpolated from observed gravity values.
 OY0157
 OY0157;                    North         East    Units  Estimated Accuracy
 OY0157;SPC ID E     -   227,040.      206,720.      MT  (+/- 180 meters Scaled)
 OY0157
 OY0157                          SUPERSEDED SURVEY CONTROL
 OY0157
 OY0157  NGVD 29 (??/??/92) 1454.512  (m)         4772.01   (f) ADJ UNCH    2 0
 OY0157
 OY0157.Superseded values are not recommended for survey control.
 OY0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0157.See file dsdata.txt to determine how the superseded data were derived.
 OY0157
 OY0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP127402(NAD 83)
 OY0157_MARKER: DD = SURVEY DISK
 OY0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0157_STAMPING: 232 R 1944
 OY0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0157+STABILITY: SURFACE MOTION
 OY0157
 OY0157  HISTORY     - Date     Condition        Report By
 OY0157  HISTORY     - 1944     MONUMENTED       DOD
 OY0157  HISTORY     - 1945     GOOD             NGS
 OY0157
 OY0157                          STATION DESCRIPTION
 OY0157
 OY0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0157'2.8 MI SE FROM ROBERTS.
 OY0157'2.0 MILES EAST ALONG STATE HIGHWAY NO. 48 FROM THE STATION AT ROBERTS,
 OY0157'THENCE 0.8 MILE SOUTH ALONG COUNTY ROAD, ABOUT 0.25 MILE SOUTHEAST OF
 OY0157'A WHITE FARM HOUSE, AT THE SUMMIT OF A SMALL HILL SLOPING TO THE
 OY0157'NORTH, 11 FEET WEST OF CENTER-LINE OF ROAD, 3 FEET NORTH OF THE NORTH
 OY0157'GATE POST OF A WIRE GATE LEADING WEST INTO FIELD, 0.5 FOOT EAST OF
 OY0157'FENCE, 1.1 FEET SOUTH OF REFERENCE POST.  A USE BRONZE BENCH MARK DISK
 OY0157'SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE
 OY0157'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0159 ***********************************************************************
 OY0159  DESIGNATION -  232 S
 OY0159  PID         -  OY0159
 OY0159  STATE/COUNTY-  ID/JEFFERSON
 OY0159  USGS QUAD   -  LEWISVILLE (1979)
 OY0159
 OY0159                         *CURRENT SURVEY CONTROL
 OY0159  ___________________________________________________________________
 OY0159* NAD 83(1986)-  43 41 56.     (N)    112 05 00.     (W)     SCALED    
 OY0159* NAVD 88     -      1455.124  (meters)    4774.02   (feet)  ADJUSTED  
 OY0159  ___________________________________________________________________
 OY0159  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OY0159  DYNAMIC HT  -        1454.397 (meters)    4771.63  (feet)  COMP
 OY0159  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 OY0159
 OY0159  VERT ORDER  -  SECOND    CLASS 0
 OY0159
 OY0159.The horizontal coordinates were scaled from a topographic map and have
 OY0159.an estimated accuracy of +/- 6 seconds.
 OY0159
 OY0159.The orthometric height was determined by differential leveling
 OY0159.and adjusted by the National Geodetic Survey in June 1991..
 OY0159
 OY0159.The geoid height was determined by GEOID03.
 OY0159
 OY0159.The dynamic height is computed by dividing the NAVD 88
 OY0159.geopotential number by the normal gravity value computed on the
 OY0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0159.degrees latitude (g = 980.6199 gals.).
 OY0159
 OY0159.The modeled gravity was interpolated from observed gravity values.
 OY0159
 OY0159;                    North         East    Units  Estimated Accuracy
 OY0159;SPC ID E     -   225,740.      206,720.      MT  (+/- 180 meters Scaled)
 OY0159
 OY0159                          SUPERSEDED SURVEY CONTROL
 OY0159
 OY0159  NGVD 29 (??/??/92) 1454.058  (m)         4770.52   (f) ADJ UNCH    2 0
 OY0159
 OY0159.Superseded values are not recommended for survey control.
 OY0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0159.See file dsdata.txt to determine how the superseded data were derived.
 OY0159
 OY0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP127390(NAD 83)
 OY0159_MARKER: DD = SURVEY DISK
 OY0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0159_STAMPING: 232 S 1944
 OY0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0159+STABILITY: SURFACE MOTION
 OY0159
 OY0159  HISTORY     - Date     Condition        Report By
 OY0159  HISTORY     - 1944     MONUMENTED       DOD
 OY0159  HISTORY     - 1945     GOOD             NGS
 OY0159
 OY0159                          STATION DESCRIPTION
 OY0159
 OY0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0159'3.6 MI SE FROM ROBERTS.
 OY0159'2.0 MILES EAST ALONG STATE HIGHWAY NO. 48 FROM THE STATION AT ROBERTS,
 OY0159'THENCE 1.6 MILES SOUTH ALONG COUNTY ROAD, SET ON OUTSIDE OF CURVE WITH
 OY0159'TANGENTS LEADING NORTH AND EAST, ABOUT 75 FEET NORTH OF THE NORTH BANK
 OY0159'OF THE GREAT FEEDER CANAL, ABOUT 100 FEET EAST OF A GATE, 25 FEET
 OY0159'NORTH OF CENTER-LINE OF ROAD WEST THROUGH THE GATE, 23 FEET WEST OF
 OY0159'CENTER-LINE OF MAIN ROAD, 1.0 FEET NORTHEAST OF REFERENCE POST. A USE
 OY0159'BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT
 OY0159'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0161 ***********************************************************************
 OY0161  DESIGNATION -  232 T
 OY0161  PID         -  OY0161
 OY0161  STATE/COUNTY-  ID/JEFFERSON
 OY0161  USGS QUAD   -  LEWISVILLE (1979)
 OY0161
 OY0161                         *CURRENT SURVEY CONTROL
 OY0161  ___________________________________________________________________
 OY0161* NAD 83(1986)-  43 41 02.     (N)    112 04 23.     (W)     SCALED    
 OY0161* NAVD 88     -      1455.072  (meters)    4773.85   (feet)  ADJUSTED  
 OY0161  ___________________________________________________________________
 OY0161  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 OY0161  DYNAMIC HT  -        1454.340 (meters)    4771.45  (feet)  COMP
 OY0161  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 OY0161
 OY0161  VERT ORDER  -  SECOND    CLASS 0
 OY0161
 OY0161.The horizontal coordinates were scaled from a topographic map and have
 OY0161.an estimated accuracy of +/- 6 seconds.
 OY0161
 OY0161.The orthometric height was determined by differential leveling
 OY0161.and adjusted by the National Geodetic Survey in June 1991..
 OY0161
 OY0161.The geoid height was determined by GEOID03.
 OY0161
 OY0161.The dynamic height is computed by dividing the NAVD 88
 OY0161.geopotential number by the normal gravity value computed on the
 OY0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0161.degrees latitude (g = 980.6199 gals.).
 OY0161
 OY0161.The modeled gravity was interpolated from observed gravity values.
 OY0161
 OY0161;                    North         East    Units  Estimated Accuracy
 OY0161;SPC ID E     -   224,080.      207,550.      MT  (+/- 180 meters Scaled)
 OY0161
 OY0161                          SUPERSEDED SURVEY CONTROL
 OY0161
 OY0161  NGVD 29 (??/??/92) 1454.001  (m)         4770.33   (f) ADJ UNCH    2 0
 OY0161
 OY0161.Superseded values are not recommended for survey control.
 OY0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0161.See file dsdata.txt to determine how the superseded data were derived.
 OY0161
 OY0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP135373(NAD 83)
 OY0161_MARKER: DD = SURVEY DISK
 OY0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0161_STAMPING: 232 T 194J
 OY0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0161+STABILITY: SURFACE MOTION
 OY0161
 OY0161  HISTORY     - Date     Condition        Report By
 OY0161  HISTORY     - 1944     MONUMENTED       DOD
 OY0161  HISTORY     - 1945     GOOD             NGS
 OY0161
 OY0161                          STATION DESCRIPTION
 OY0161
 OY0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0161'5.0 MI SE FROM ROBERTS.
 OY0161'2.0 MILES EAST ALONG STATE HIGHWAY NO. 48 FROM THE STATION AT ROBERTS,
 OY0161'THENCE 1.6 MILE SOUTH, 0.8 MILE SOUTHEAST ACROSS THE GREAT FEEDER
 OY0161'CANAL, 0.6 MILE SOUTH ACROSS FIELDS, ABOUT 0.5 MILE SOUTHWEST OF A
 OY0161'FARM HOUSE LOCATED 2 MILES WEST AND 0.8 MILE SOUTH OF LEWISVILLE,
 OY0161'ABOUT 40 FEET WEST OF A SMALL IRRIGATION CANAL, AT TOP OF SMALL BANK,
 OY0161'23 FEET SOUTHEAST OF CENTER-LINE OF FIELD ROAD, 10 FEET NORTH OF
 OY0161'FENCE, 1.0 FEET NORTH OF REFERENCE POST.  A USE BRONZE BENCH MARK DISK
 OY0161'SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE
 OY0161'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0162 ***********************************************************************
 OY0162  DESIGNATION -  232 U
 OY0162  PID         -  OY0162
 OY0162  STATE/COUNTY-  ID/JEFFERSON
 OY0162  USGS QUAD   -  LEWISVILLE (1979)
 OY0162
 OY0162                         *CURRENT SURVEY CONTROL
 OY0162  ___________________________________________________________________
 OY0162* NAD 83(1986)-  43 40 24.     (N)    112 04 25.     (W)     SCALED    
 OY0162* NAVD 88     -      1454.314  (meters)    4771.36   (feet)  ADJUSTED  
 OY0162  ___________________________________________________________________
 OY0162  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 OY0162  DYNAMIC HT  -        1453.580 (meters)    4768.95  (feet)  COMP
 OY0162  MODELED GRAV-     980,063.4   (mgal)                       NAVD 88
 OY0162
 OY0162  VERT ORDER  -  SECOND    CLASS 0
 OY0162
 OY0162.The horizontal coordinates were scaled from a topographic map and have
 OY0162.an estimated accuracy of +/- 6 seconds.
 OY0162
 OY0162.The orthometric height was determined by differential leveling
 OY0162.and adjusted by the National Geodetic Survey in June 1991..
 OY0162
 OY0162.The geoid height was determined by GEOID03.
 OY0162
 OY0162.The dynamic height is computed by dividing the NAVD 88
 OY0162.geopotential number by the normal gravity value computed on the
 OY0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0162.degrees latitude (g = 980.6199 gals.).
 OY0162
 OY0162.The modeled gravity was interpolated from observed gravity values.
 OY0162
 OY0162;                    North         East    Units  Estimated Accuracy
 OY0162;SPC ID E     -   222,910.      207,500.      MT  (+/- 180 meters Scaled)
 OY0162
 OY0162                          SUPERSEDED SURVEY CONTROL
 OY0162
 OY0162  NGVD 29 (??/??/92) 1453.242  (m)         4767.84   (f) ADJ UNCH    2 0
 OY0162
 OY0162.Superseded values are not recommended for survey control.
 OY0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0162.See file dsdata.txt to determine how the superseded data were derived.
 OY0162
 OY0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP134361(NAD 83)
 OY0162_MARKER: DD = SURVEY DISK
 OY0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0162_STAMPING: 232 U 1944
 OY0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0162+STABILITY: SURFACE MOTION
 OY0162
 OY0162  HISTORY     - Date     Condition        Report By
 OY0162  HISTORY     - 1944     MONUMENTED       DOD
 OY0162  HISTORY     - 1945     GOOD             NGS
 OY0162
 OY0162                          STATION DESCRIPTION
 OY0162
 OY0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0162'5.8 MI SE FROM ROBERTS.
 OY0162'2.0 MILES EAST ALONG STATE HIGHWAY NO. 48 FROM THE STATION AT ROBERTS,
 OY0162'THENCE 1.6 MILE SOUTH, 0.8 MILE SOUTHEAST ACROSS THE GREAT FEEDER
 OY0162'CANAL, 1.4 MILES SOUTH ACROSS FIELDS, ABOUT 100 FEET EAST OF A WHITE
 OY0162'STUCCO FARM HOUSE, 11.5 FEET NORTH OF CENTER-LINE OF ROAD TO THE
 OY0162'HOUSE, 10 FEET EAST OF EAST EDGE OF IRRIGATION DITCH, 1.5 FEET SOUTH
 OY0162'OF REFERENCE POST.  A USE BRONZE BENCH MARK DISK SET IN TOP OF A
 OY0162'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0163 ***********************************************************************
 OY0163  DESIGNATION -  232 V
 OY0163  PID         -  OY0163
 OY0163  STATE/COUNTY-  ID/JEFFERSON
 OY0163  USGS QUAD   -  LEWISVILLE (1979)
 OY0163
 OY0163                         *CURRENT SURVEY CONTROL
 OY0163  ___________________________________________________________________
 OY0163* NAD 83(1986)-  43 39 38.     (N)    112 04 18.     (W)     SCALED    
 OY0163* NAVD 88     -      1458.545  (meters)    4785.24   (feet)  ADJUSTED  
 OY0163  ___________________________________________________________________
 OY0163  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 OY0163  DYNAMIC HT  -        1457.806 (meters)    4782.82  (feet)  COMP
 OY0163  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 OY0163
 OY0163  VERT ORDER  -  SECOND    CLASS 0
 OY0163
 OY0163.The horizontal coordinates were scaled from a topographic map and have
 OY0163.an estimated accuracy of +/- 6 seconds.
 OY0163
 OY0163.The orthometric height was determined by differential leveling
 OY0163.and adjusted by the National Geodetic Survey in June 1991..
 OY0163
 OY0163.The geoid height was determined by GEOID03.
 OY0163
 OY0163.The dynamic height is computed by dividing the NAVD 88
 OY0163.geopotential number by the normal gravity value computed on the
 OY0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0163.degrees latitude (g = 980.6199 gals.).
 OY0163
 OY0163.The modeled gravity was interpolated from observed gravity values.
 OY0163
 OY0163;                    North         East    Units  Estimated Accuracy
 OY0163;SPC ID E     -   221,490.      207,660.      MT  (+/- 180 meters Scaled)
 OY0163
 OY0163                          SUPERSEDED SURVEY CONTROL
 OY0163
 OY0163  NGVD 29 (??/??/92) 1457.468  (m)         4781.71   (f) ADJ UNCH    2 0
 OY0163
 OY0163.Superseded values are not recommended for survey control.
 OY0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0163.See file dsdata.txt to determine how the superseded data were derived.
 OY0163
 OY0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP135347(NAD 83)
 OY0163_MARKER: DD = SURVEY DISK
 OY0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0163_STAMPING: 232 V 1944
 OY0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0163+STABILITY: SURFACE MOTION
 OY0163
 OY0163  HISTORY     - Date     Condition        Report By
 OY0163  HISTORY     - 1944     MONUMENTED       DOD
 OY0163  HISTORY     - 1945     GOOD             NGS
 OY0163
 OY0163                          STATION DESCRIPTION
 OY0163
 OY0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0163'6.7 MI SE FROM ROBERTS.
 OY0163'2.0 MILES EAST ALONG STATE HIGHWAY NO 48 FROM THE STATION AT ROBERTS,
 OY0163'THENCE 1.6 MILES SOUTH, 0.8 MILE SOUTHEAST ACROSS THE GREAT FEEDER
 OY0163'CANAL, 2.3 MILES SOUTH ACROSS THE FIELDS, ABOUT 500 FEET NORTH OF A
 OY0163'3-WAY CORNER FENCE POST, ABOUT 0.3 MILE NORTHEAST OF THE NORTH END OF
 OY0163'A ROW OF POPLAR TREE AT A FARM HOUSE, 2 FEET EAST OF THE FENCE, 1.1
 OY0163'FEET NORTH OF REFERENCE POST.  A USE BRONZE BENCH MARK DISK SET IN TOP
 OY0163'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0164 ***********************************************************************
 OY0164  DESIGNATION -  232 W
 OY0164  PID         -  OY0164
 OY0164  STATE/COUNTY-  ID/JEFFERSON
 OY0164  USGS QUAD   -  LEWISVILLE (1979)
 OY0164
 OY0164                         *CURRENT SURVEY CONTROL
 OY0164  ___________________________________________________________________
 OY0164* NAD 83(1986)-  43 39 12.     (N)    112 04 19.     (W)     SCALED    
 OY0164* NAVD 88     -      1456.496  (meters)    4778.52   (feet)  ADJUSTED  
 OY0164  ___________________________________________________________________
 OY0164  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 OY0164  DYNAMIC HT  -        1455.757 (meters)    4776.10  (feet)  COMP
 OY0164  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 OY0164
 OY0164  VERT ORDER  -  SECOND    CLASS 0
 OY0164
 OY0164.The horizontal coordinates were scaled from a topographic map and have
 OY0164.an estimated accuracy of +/- 6 seconds.
 OY0164
 OY0164.The orthometric height was determined by differential leveling
 OY0164.and adjusted by the National Geodetic Survey in June 1991..
 OY0164
 OY0164.The geoid height was determined by GEOID03.
 OY0164
 OY0164.The dynamic height is computed by dividing the NAVD 88
 OY0164.geopotential number by the normal gravity value computed on the
 OY0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0164.degrees latitude (g = 980.6199 gals.).
 OY0164
 OY0164.The modeled gravity was interpolated from observed gravity values.
 OY0164
 OY0164;                    North         East    Units  Estimated Accuracy
 OY0164;SPC ID E     -   220,680.      207,640.      MT  (+/- 180 meters Scaled)
 OY0164
 OY0164                          SUPERSEDED SURVEY CONTROL
 OY0164
 OY0164  NGVD 29 (??/??/92) 1455.420  (m)         4774.99   (f) ADJ UNCH    2 0
 OY0164
 OY0164.Superseded values are not recommended for survey control.
 OY0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0164.See file dsdata.txt to determine how the superseded data were derived.
 OY0164
 OY0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP135339(NAD 83)
 OY0164_MARKER: DD = SURVEY DISK
 OY0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0164_STAMPING: 232 W 1944
 OY0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0164+STABILITY: SURFACE MOTION
 OY0164
 OY0164  HISTORY     - Date     Condition        Report By
 OY0164  HISTORY     - 1944     MONUMENTED       DOD
 OY0164  HISTORY     - 1945     GOOD             NGS
 OY0164
 OY0164                          STATION DESCRIPTION
 OY0164
 OY0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0164'7.2 MI SE FROM ROBERTS.
 OY0164'2.0 MILES EAST ALONG STATE HIGHWAY NO. 48 FROM THE STATION AT ROBERTS,
 OY0164'THENCE 1.6 MILES SOUTH, 0.8 MILE SOUTHEAST ACROSS THE GREAT FEEDER
 OY0164'CANAL, 2.8 MILES SOUTH ACROSS THE FIELDS, ABOUT 0.2 MILE SOUTHEAST OF
 OY0164'FARM HOUSE, ABOUT 0.15 MILE SOUTHEAST OF FARM BARN, ABOUT 100 FEET
 OY0164'EAST OF IRRIGATION CANAL, 38 FEET WEST OF A 3-WAY CORNER FENCE POST,
 OY0164'1.5 FEET SOUTH OF FENCE.  A USE BRONZE BENCH MARK DISK SET IN TOP OF A
 OY0164'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0283 ***********************************************************************
 OH0283  DESIGNATION -  2326.46
 OH0283  PID         -  OH0283
 OH0283  STATE/COUNTY-  ID/ADA
 OH0283  USGS QUAD   -  SINKER BUTTE (1992)
 OH0283
 OH0283                         *CURRENT SURVEY CONTROL
 OH0283  ___________________________________________________________________
 OH0283* NAD 83(1986)-  43 14 39.     (N)    116 22 41.     (W)     SCALED    
 OH0283* NAVD 88     -       710.086  (meters)    2329.67   (feet)  ADJUSTED  
 OH0283  ___________________________________________________________________
 OH0283  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 OH0283  DYNAMIC HT  -         709.800 (meters)    2328.74  (feet)  COMP
 OH0283  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 OH0283
 OH0283  VERT ORDER  -  SECOND    CLASS 0
 OH0283
 OH0283.The horizontal coordinates were scaled from a topographic map and have
 OH0283.an estimated accuracy of +/- 6 seconds.
 OH0283
 OH0283.The orthometric height was determined by differential leveling
 OH0283.and adjusted by the National Geodetic Survey in June 1991..
 OH0283
 OH0283.The geoid height was determined by GEOID03.
 OH0283
 OH0283.The dynamic height is computed by dividing the NAVD 88
 OH0283.geopotential number by the normal gravity value computed on the
 OH0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0283.degrees latitude (g = 980.6199 gals.).
 OH0283
 OH0283.The modeled gravity was interpolated from observed gravity values.
 OH0283
 OH0283;                    North         East    Units  Estimated Accuracy
 OH0283;SPC ID W     -   175,410.      748,990.      MT  (+/- 180 meters Scaled)
 OH0283
 OH0283                          SUPERSEDED SURVEY CONTROL
 OH0283
 OH0283  NGVD 29 (??/??/92)  709.168  (m)         2326.66   (f) ADJ UNCH    2 0
 OH0283
 OH0283.Superseded values are not recommended for survey control.
 OH0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0283.See file dsdata.txt to determine how the superseded data were derived.
 OH0283
 OH0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH504881(NAD 83)
 OH0283_MARKER: Z = SEE DESCRIPTION
 OH0283_SETTING: 80 = SET IN A BOULDER
 OH0283_SP_SET: ROCK BOULDER
 OH0283_STAMPING: 2326.46
 OH0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0283+STABILITY: SURFACE MOTION
 OH0283
 OH0283  HISTORY     - Date     Condition        Report By
 OH0283  HISTORY     - UNK      MONUMENTED       LOCENG
 OH0283  HISTORY     - 1944     GOOD             NGS
 OH0283
 OH0283                          STATION DESCRIPTION
 OH0283
 OH0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH0283'IN SWAN FALLS DAM.
 OH0283'AT SWAN FALLS DAM, ADA COUNTY, ON A LARGE ROCK BOULDER BETWEEN THE DAM
 OH0283'AND THE POWER HOUSE, THENCE 15 FEET SOUTHWEST OF THE SOUTHWEST DOORWAY
 OH0283'OF THE POWER HOUSE, AND 4 FEET ABOVE THE WALK AROUND THE ROCK BOULDER.
 OH0283'A PAINTED POINT ON THE ROCK BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0356 ***********************************************************************
 SV0356  DESIGNATION -  2330 T
 SV0356  PID         -  SV0356
 SV0356  STATE/COUNTY-  ID/KOOTENAI
 SV0356  USGS QUAD   -  HAYDEN (1996)
 SV0356
 SV0356                         *CURRENT SURVEY CONTROL
 SV0356  ___________________________________________________________________
 SV0356* NAD 83(1986)-  47 51 56.     (N)    116 48 24.     (W)     SCALED    
 SV0356* NAVD 88     -       710.661  (meters)    2331.56   (feet)  ADJUSTED  
 SV0356  ___________________________________________________________________
 SV0356  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 SV0356  DYNAMIC HT  -         710.700 (meters)    2331.69  (feet)  COMP
 SV0356  MODELED GRAV-     980,643.5   (mgal)                       NAVD 88
 SV0356
 SV0356  VERT ORDER  -  FIRST     CLASS II
 SV0356
 SV0356.The horizontal coordinates were scaled from a topographic map and have
 SV0356.an estimated accuracy of +/- 6 seconds.
 SV0356
 SV0356.The orthometric height was determined by differential leveling
 SV0356.and adjusted by the National Geodetic Survey in June 1991..
 SV0356
 SV0356.The geoid height was determined by GEOID03.
 SV0356
 SV0356.The dynamic height is computed by dividing the NAVD 88
 SV0356.geopotential number by the normal gravity value computed on the
 SV0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0356.degrees latitude (g = 980.6199 gals.).
 SV0356
 SV0356.The modeled gravity was interpolated from observed gravity values.
 SV0356
 SV0356;                    North         East    Units  Estimated Accuracy
 SV0356;SPC ID W     -   689,360.      720,950.      MT  (+/- 180 meters Scaled)
 SV0356
 SV0356                          SUPERSEDED SURVEY CONTROL
 SV0356
 SV0356  NGVD 29 (??/??/92)  709.480  (m)         2327.69   (f) ADJ UNCH    1 2
 SV0356
 SV0356.Superseded values are not recommended for survey control.
 SV0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0356.See file dsdata.txt to determine how the superseded data were derived.
 SV0356
 SV0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP144013(NAD 83)
 SV0356_MARKER: P = PIPE CAP
 SV0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0356_STAMPING: 2330T
 SV0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0356
 SV0356  HISTORY     - Date     Condition        Report By
 SV0356  HISTORY     - UNK      MONUMENTED       USGS
 SV0356  HISTORY     - 1944     GOOD             NGS
 SV0356
 SV0356                          STATION DESCRIPTION
 SV0356
 SV0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0356'AT RAMSEY.
 SV0356'ORIGINAL DESCRIPTION INADEQUATE. ALONG THE NORTHERN PACIFIC RAILROAD
 SV0356'AT RAMSEY, 14 RAILS NORTHEAST OF ROAD CROSSING, 8 RAILS NORTHEAST OF
 SV0356'SIGNAL TOWER 389, 125 FEET NORTH OF RAMSEY STATION SIGN, 73 FEET
 SV0356'SOUTHEAST OF CENTER LINE OF GRAVEL ROAD, 66 FEET NORTHWEST OF WEST
 SV0356'RAIL OF MAIN TRACK, A BRASS CAP STAMPED 2330T AND RIVETED TO THE TOP
 SV0356'OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0365 ***********************************************************************
 OH0365  DESIGNATION -  2351.72
 OH0365  PID         -  OH0365
 OH0365  STATE/COUNTY-  ID/OWYHEE
 OH0365  USGS QUAD   -  WALTERS BUTTE (1992)
 OH0365
 OH0365                         *CURRENT SURVEY CONTROL
 OH0365  ___________________________________________________________________
 OH0365* NAD 83(1986)-  43 19 05.     (N)    116 36 02.     (W)     SCALED    
 OH0365* NAVD 88     -       716.904  (meters)    2352.04   (feet)  ADJUSTED  
 OH0365  ___________________________________________________________________
 OH0365  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 OH0365  DYNAMIC HT  -         716.630 (meters)    2351.14  (feet)  COMP
 OH0365  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 OH0365
 OH0365  VERT ORDER  -  SECOND    CLASS 0
 OH0365
 OH0365.The horizontal coordinates were scaled from a topographic map and have
 OH0365.an estimated accuracy of +/- 6 seconds.
 OH0365
 OH0365.The orthometric height was determined by differential leveling
 OH0365.and adjusted by the National Geodetic Survey in June 1991..
 OH0365
 OH0365.The geoid height was determined by GEOID03.
 OH0365
 OH0365.The dynamic height is computed by dividing the NAVD 88
 OH0365.geopotential number by the normal gravity value computed on the
 OH0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0365.degrees latitude (g = 980.6199 gals.).
 OH0365
 OH0365.The modeled gravity was interpolated from observed gravity values.
 OH0365
 OH0365;                    North         East    Units  Estimated Accuracy
 OH0365;SPC ID W     -   183,780.      731,010.      MT  (+/- 180 meters Scaled)
 OH0365
 OH0365                          SUPERSEDED SURVEY CONTROL
 OH0365
 OH0365  NGVD 29 (??/??/92)  715.984  (m)         2349.02   (f) ADJ UNCH    2 0
 OH0365
 OH0365.Superseded values are not recommended for survey control.
 OH0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0365.See file dsdata.txt to determine how the superseded data were derived.
 OH0365
 OH0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH323962(NAD 83)
 OH0365_MARKER: DD = SURVEY DISK
 OH0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0365_STAMPING: 703 + 667 33 2351.72
 OH0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0365+STABILITY: SURFACE MOTION
 OH0365
 OH0365  HISTORY     - Date     Condition        Report By
 OH0365  HISTORY     - UNK      MONUMENTED       IDDT
 OH0365  HISTORY     - 1944     GOOD             NGS
 OH0365
 OH0365                          STATION DESCRIPTION
 OH0365
 OH0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH0365'1.9 MI S FROM WALTERS FERRY.
 OH0365'1.9 MILES SOUTH OF THE SNAKE RIVER BRIDGE AT WALTERS FERRY, OWYHEE
 OH0365'COUNTY, ALONG THE WALTERS FERRY TO MURPHY HIGHWAY, 2.3 MILES NORTHWEST
 OH0365'OF A SCHOOL, AT A T ROAD INTERSECTION, 100 YARDS SOUTH OF A SMALL
 OH0365'HOUSE, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET ABOVE
 OH0365'THE GROUND.  A COPPER DISK SET IN THE TOP OF A CONCRETE POST LEVEL
 OH0365'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0367 ***********************************************************************
 OH0367  DESIGNATION -  2357.74
 OH0367  PID         -  OH0367
 OH0367  STATE/COUNTY-  ID/OWYHEE
 OH0367  USGS QUAD   -  WALTERS BUTTE (1992)
 OH0367
 OH0367                         *CURRENT SURVEY CONTROL
 OH0367  ___________________________________________________________________
 OH0367* NAD 83(1986)-  43 18 50.     (N)    116 35 50.     (W)     SCALED    
 OH0367* NAVD 88     -       718.752  (meters)    2358.11   (feet)  ADJUSTED  
 OH0367  ___________________________________________________________________
 OH0367  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 OH0367  DYNAMIC HT  -         718.477 (meters)    2357.20  (feet)  COMP
 OH0367  MODELED GRAV-     980,214.2   (mgal)                       NAVD 88
 OH0367
 OH0367  VERT ORDER  -  SECOND    CLASS 0
 OH0367
 OH0367.The horizontal coordinates were scaled from a topographic map and have
 OH0367.an estimated accuracy of +/- 6 seconds.
 OH0367
 OH0367.The orthometric height was determined by differential leveling
 OH0367.and adjusted by the National Geodetic Survey in June 1991..
 OH0367
 OH0367.The geoid height was determined by GEOID03.
 OH0367
 OH0367.The dynamic height is computed by dividing the NAVD 88
 OH0367.geopotential number by the normal gravity value computed on the
 OH0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0367.degrees latitude (g = 980.6199 gals.).
 OH0367
 OH0367.The modeled gravity was interpolated from observed gravity values.
 OH0367
 OH0367;                    North         East    Units  Estimated Accuracy
 OH0367;SPC ID W     -   183,310.      731,270.      MT  (+/- 180 meters Scaled)
 OH0367
 OH0367                          SUPERSEDED SURVEY CONTROL
 OH0367
 OH0367  NGVD 29 (??/??/92)  717.832  (m)         2355.09   (f) ADJ UNCH    2 0
 OH0367
 OH0367.Superseded values are not recommended for survey control.
 OH0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0367.See file dsdata.txt to determine how the superseded data were derived.
 OH0367
 OH0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH326957(NAD 83)
 OH0367_MARKER: DD = SURVEY DISK
 OH0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0367_STAMPING: 685 + 084 2357.74 33
 OH0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0367+STABILITY: SURFACE MOTION
 OH0367
 OH0367  HISTORY     - Date     Condition        Report By
 OH0367  HISTORY     - UNK      MONUMENTED       IDDT
 OH0367  HISTORY     - 1944     GOOD             NGS
 OH0367
 OH0367                          STATION DESCRIPTION
 OH0367
 OH0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH0367'2.2 MI S FROM WALTERS FERRY.
 OH0367'2.2 MILES SOUTH OF THE SNAKE RIVER BRIDGE AT WALTERS FERRY, OWYHEE
 OH0367'COUNTY, ALONG THE WALTERS FERRY TO MURPHY HIGHWAY, 1.9 MILES NORTH OF
 OH0367'A SCHOOL, AT THE SOUTH END OF A LONG CURVE AND 33 FEET NORTHEAST OF
 OH0367'THE CENTERLINE OF THE HIGHWAY.  A COPPER DISK SET IN THE TOP OF A
 OH0367'CONCRETE POST 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0296 ***********************************************************************
 TO0296  DESIGNATION -  2371
 TO0296  PID         -  TO0296
 TO0296  STATE/COUNTY-  ID/BONNER
 TO0296  USGS QUAD   -  LACLEDE (1996)
 TO0296
 TO0296                         *CURRENT SURVEY CONTROL
 TO0296  ___________________________________________________________________
 TO0296* NAD 83(1986)-  48 14 18.     (N)    116 51 23.     (W)     SCALED    
 TO0296* NAVD 88     -       724.255  (meters)    2376.16   (feet)  ADJUSTED  
 TO0296  ___________________________________________________________________
 TO0296  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TO0296  DYNAMIC HT  -         724.304 (meters)    2376.32  (feet)  COMP
 TO0296  MODELED GRAV-     980,655.7   (mgal)                       NAVD 88
 TO0296
 TO0296  VERT ORDER  -  FIRST     CLASS II
 TO0296
 TO0296.The horizontal coordinates were scaled from a topographic map and have
 TO0296.an estimated accuracy of +/- 6 seconds.
 TO0296
 TO0296.The orthometric height was determined by differential leveling
 TO0296.and adjusted by the National Geodetic Survey in June 1991..
 TO0296
 TO0296.The geoid height was determined by GEOID03.
 TO0296
 TO0296.The dynamic height is computed by dividing the NAVD 88
 TO0296.geopotential number by the normal gravity value computed on the
 TO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0296.degrees latitude (g = 980.6199 gals.).
 TO0296
 TO0296.The modeled gravity was interpolated from observed gravity values.
 TO0296
 TO0296;                    North         East    Units  Estimated Accuracy
 TO0296;SPC ID W     -   730,860.      717,820.      MT  (+/- 180 meters Scaled)
 TO0296
 TO0296                          SUPERSEDED SURVEY CONTROL
 TO0296
 TO0296  NGVD 29 (??/??/92)  723.060  (m)         2372.24   (f) ADJ UNCH    1 2
 TO0296
 TO0296.Superseded values are not recommended for survey control.
 TO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0296.See file dsdata.txt to determine how the superseded data were derived.
 TO0296
 TO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP106428(NAD 83)
 TO0296_MARKER: DD = SURVEY DISK
 TO0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0296_STAMPING: 2371 P.R. 1934
 TO0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0296+STABILITY: SURFACE MOTION
 TO0296
 TO0296  HISTORY     - Date     Condition        Report By
 TO0296  HISTORY     - 1934     MONUMENTED       USGS
 TO0296  HISTORY     - 1942     GOOD             NGS
 TO0296
 TO0296                          STATION DESCRIPTION
 TO0296
 TO0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0296'5.85 MI N FROM PRIEST RIVER.
 TO0296'5.85 MILES NORTH, ON EASTERN SHORT ROUTE TO COOLIN 65 FEET WEST OF THE
 TO0296'ROAD, 5 FEET NORTH OF THE FENCE LINE, ABOUT 4 FEET ABOVE THE LEVEL OF
 TO0296'THE ROAD.  WITNESS POST SET.  STAMPED 2371 P.R. 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0647 ***********************************************************************
 SU0647  DESIGNATION -  2381
 SU0647  PID         -  SU0647
 SU0647  STATE/COUNTY-  ID/SHOSHONE
 SU0647  USGS QUAD   -  PRICHARD (1996)
 SU0647
 SU0647                         *CURRENT SURVEY CONTROL
 SU0647  ___________________________________________________________________
 SU0647* NAD 83(1986)-  47 38 01.     (N)    115 58 50.     (W)     SCALED    
 SU0647* NAVD 88     -       726.471  (meters)    2383.43   (feet)  ADJUSTED  
 SU0647  ___________________________________________________________________
 SU0647  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 SU0647  DYNAMIC HT  -         726.470 (meters)    2383.43  (feet)  COMP
 SU0647  MODELED GRAV-     980,588.9   (mgal)                       NAVD 88
 SU0647
 SU0647  VERT ORDER  -  SECOND    CLASS 0
 SU0647
 SU0647.The horizontal coordinates were scaled from a topographic map and have
 SU0647.an estimated accuracy of +/- 6 seconds.
 SU0647
 SU0647.The orthometric height was determined by differential leveling
 SU0647.and adjusted by the National Geodetic Survey in June 1991..
 SU0647
 SU0647.The geoid height was determined by GEOID03.
 SU0647
 SU0647.The dynamic height is computed by dividing the NAVD 88
 SU0647.geopotential number by the normal gravity value computed on the
 SU0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0647.degrees latitude (g = 980.6199 gals.).
 SU0647
 SU0647.The modeled gravity was interpolated from observed gravity values.
 SU0647
 SU0647;                    North         East    Units  Estimated Accuracy
 SU0647;SPC ID W     -   663,060.      782,670.      MT  (+/- 180 meters Scaled)
 SU0647
 SU0647                          SUPERSEDED SURVEY CONTROL
 SU0647
 SU0647  NGVD 29 (??/??/92)  725.336  (m)         2379.71   (f) ADJ UNCH    2 0
 SU0647
 SU0647.Superseded values are not recommended for survey control.
 SU0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0647.See file dsdata.txt to determine how the superseded data were derived.
 SU0647
 SU0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN765760(NAD 83)
 SU0647_MARKER: N = NAIL
 SU0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0647_SP_SET: PIER
 SU0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0647
 SU0647  HISTORY     - Date     Condition        Report By
 SU0647  HISTORY     - UNK      MONUMENTED       USGS
 SU0647  HISTORY     - 1958     GOOD             NGS
 SU0647
 SU0647                          STATION DESCRIPTION
 SU0647
 SU0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SU0647'2.0 MI S FROM PRICHARD.
 SU0647'2.0 MILES SOUTH ALONG THE ROAD TO WALLACE FROM THE CONCRETE BRIDGE
 SU0647'OVER PRICHARD CREEK AT PRICHARD, IN TOP OF THE WEST CORNER OF THE
 SU0647'SOUTH CONCRETE PIER OF A STEEL BRIDGE OVER THE COUER D ALENE RIVER, 13
 SU0647'FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 6 FEET LOWER THAN
 SU0647'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0186 ***********************************************************************
 RY0186  DESIGNATION -  2390 B
 RY0186  PID         -  RY0186
 RY0186  STATE/COUNTY-  ID/IDAHO
 RY0186  USGS QUAD   -  SHISSLER PEAK (1995)
 RY0186
 RY0186                         *CURRENT SURVEY CONTROL
 RY0186  ___________________________________________________________________
 RY0186* NAD 83(1986)-  46 10 41.     (N)    114 53 56.     (W)     SCALED    
 RY0186* NAVD 88     -       728.767  (meters)    2390.96   (feet)  ADJUSTED  
 RY0186  ___________________________________________________________________
 RY0186  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 RY0186  DYNAMIC HT  -         728.477 (meters)    2390.01  (feet)  COMP
 RY0186  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 RY0186
 RY0186  VERT ORDER  -  SECOND    CLASS 0
 RY0186
 RY0186.The horizontal coordinates were scaled from a topographic map and have
 RY0186.an estimated accuracy of +/- 6 seconds.
 RY0186
 RY0186.The orthometric height was determined by differential leveling
 RY0186.and adjusted by the National Geodetic Survey in June 1991..
 RY0186
 RY0186.The geoid height was determined by GEOID03.
 RY0186
 RY0186.The dynamic height is computed by dividing the NAVD 88
 RY0186.geopotential number by the normal gravity value computed on the
 RY0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0186.degrees latitude (g = 980.6199 gals.).
 RY0186
 RY0186.The modeled gravity was interpolated from observed gravity values.
 RY0186
 RY0186;                    North         East    Units  Estimated Accuracy
 RY0186;SPC ID W     -   501,580.      865,710.      MT  (+/- 180 meters Scaled)
 RY0186
 RY0186                          SUPERSEDED SURVEY CONTROL
 RY0186
 RY0186  NGVD 29 (??/??/92)  727.456  (m)         2386.66   (f) ADJ UNCH    2 0
 RY0186
 RY0186.Superseded values are not recommended for survey control.
 RY0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0186.See file dsdata.txt to determine how the superseded data were derived.
 RY0186
 RY0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM621159(NAD 83)
 RY0186_MARKER: DB = BENCH MARK DISK
 RY0186_SETTING: 80 = SET IN A BOULDER
 RY0186_STAMPING: 2390 B 1911
 RY0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0186+STABILITY: SURFACE MOTION
 RY0186
 RY0186  HISTORY     - Date     Condition        Report By
 RY0186  HISTORY     - 1911     MONUMENTED       USGS
 RY0186  HISTORY     - 1965     GOOD             NGS
 RY0186
 RY0186                          STATION DESCRIPTION
 RY0186
 RY0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0186'4.7 MI NE FROM MOOSE CREEK.
 RY0186'4.2 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0186'RANGER STATION AT MOOSE CREEK, THENCE 0.5 MILE WEST ALONG THE NORTH
 RY0186'FORK MOOSE CREEK, IN THE TOP OF A 1 1/2- BY 2- FOOT BOULDER WHICH IS
 RY0186'IN A SMALL CLEARING, 99 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RY0186'TRAIL, 250 FEET EAST OF THE EAST BANK OF THE CREEK, 81 FEET NORTH OF A
 RY0186'36-INCH PINE TREE, AND ABOUT LEVEL WITH THE TRAIL.  NOTE-- THE DISK
 RY0186'WAS SLOPING - THE POINT LEVELED TO WAS THE HIGHEST POINT OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0351 ***********************************************************************
 SV0351  DESIGNATION -  2396
 SV0351  PID         -  SV0351
 SV0351  STATE/COUNTY-  ID/KOOTENAI
 SV0351  USGS QUAD   -  ATHOL (1961)
 SV0351
 SV0351                         *CURRENT SURVEY CONTROL
 SV0351  ___________________________________________________________________
 SV0351* NAD 83(1986)-  47 54 23.     (N)    116 44 14.     (W)     SCALED    
 SV0351* NAVD 88     -       730.466  (meters)    2396.54   (feet)  ADJUSTED  
 SV0351  ___________________________________________________________________
 SV0351  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 SV0351  DYNAMIC HT  -         730.502 (meters)    2396.66  (feet)  COMP
 SV0351  MODELED GRAV-     980,638.2   (mgal)                       NAVD 88
 SV0351
 SV0351  VERT ORDER  -  FIRST     CLASS II
 SV0351
 SV0351.The horizontal coordinates were scaled from a topographic map and have
 SV0351.an estimated accuracy of +/- 6 seconds.
 SV0351
 SV0351.The orthometric height was determined by differential leveling
 SV0351.and adjusted by the National Geodetic Survey in June 1991..
 SV0351
 SV0351.The geoid height was determined by GEOID03.
 SV0351
 SV0351.The dynamic height is computed by dividing the NAVD 88
 SV0351.geopotential number by the normal gravity value computed on the
 SV0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0351.degrees latitude (g = 980.6199 gals.).
 SV0351
 SV0351.The modeled gravity was interpolated from observed gravity values.
 SV0351
 SV0351;                    North         East    Units  Estimated Accuracy
 SV0351;SPC ID W     -   693,830.      726,200.      MT  (+/- 180 meters Scaled)
 SV0351
 SV0351                          SUPERSEDED SURVEY CONTROL
 SV0351
 SV0351  NGVD 29 (??/??/92)  729.28   (m)         2392.6    (f) COMPUTED    1 2
 SV0351
 SV0351.Superseded values are not recommended for survey control.
 SV0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0351.See file dsdata.txt to determine how the superseded data were derived.
 SV0351
 SV0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP196059(NAD 83)
 SV0351_MARKER: P = PIPE CAP
 SV0351_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0351_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0351_STAMPING: 2393.020 FEET
 SV0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0351
 SV0351  HISTORY     - Date     Condition        Report By
 SV0351  HISTORY     - UNK      MONUMENTED       USGS
 SV0351  HISTORY     - 1935     GOOD             NGS
 SV0351
 SV0351                          STATION DESCRIPTION
 SV0351
 SV0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0351'3 MI S FROM ATHOL.
 SV0351'3 MILES SOUTH OF ATHOL, ALONG NORTHERN PACIFIC R.R., FROM N.P. RY.
 SV0351'STATION.  ABOUT 0.6 MILE NORTHEAST OF NORTHERN PACIFIC RY. DEPOT AT
 SV0351'NORTH POLE SPUR.  ABOUT 0.1 MILE SOUTHWEST OF RAILROAD SIGNAL STAND
 SV0351'AND ABOUT 150 FEET NORTHWEST OF CENTERLINE OF DIRT ROAD PARALLELING
 SV0351'RAILROAD.  38.1 FEET NORTHWEST OF CENTERLINE OF NORTHERN PACIFIC R.R.
 SV0351'9.8 FEET SOUTHEAST OF R/W FENCE.  IRON PIPE WITH BRONZE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0352 ***********************************************************************
 SV0352  DESIGNATION -  2396 T RESET
 SV0352  PID         -  SV0352
 SV0352  STATE/COUNTY-  ID/KOOTENAI
 SV0352  USGS QUAD   -  ATHOL (1961)
 SV0352
 SV0352                         *CURRENT SURVEY CONTROL
 SV0352  ___________________________________________________________________
 SV0352* NAD 83(1986)-  47 54 23.     (N)    116 44 14.     (W)     SCALED    
 SV0352* NAVD 88     -       730.334  (meters)    2396.10   (feet)  ADJUSTED  
 SV0352  ___________________________________________________________________
 SV0352  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 SV0352  DYNAMIC HT  -         730.371 (meters)    2396.23  (feet)  COMP
 SV0352  MODELED GRAV-     980,638.2   (mgal)                       NAVD 88
 SV0352
 SV0352  VERT ORDER  -  FIRST     CLASS II
 SV0352
 SV0352.The horizontal coordinates were scaled from a topographic map and have
 SV0352.an estimated accuracy of +/- 6 seconds.
 SV0352
 SV0352.The orthometric height was determined by differential leveling
 SV0352.and adjusted by the National Geodetic Survey in June 1991..
 SV0352
 SV0352.The geoid height was determined by GEOID03.
 SV0352
 SV0352.The dynamic height is computed by dividing the NAVD 88
 SV0352.geopotential number by the normal gravity value computed on the
 SV0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0352.degrees latitude (g = 980.6199 gals.).
 SV0352
 SV0352.The modeled gravity was interpolated from observed gravity values.
 SV0352
 SV0352;                    North         East    Units  Estimated Accuracy
 SV0352;SPC ID W     -   693,830.      726,200.      MT  (+/- 180 meters Scaled)
 SV0352
 SV0352                          SUPERSEDED SURVEY CONTROL
 SV0352
 SV0352  NGVD 29 (??/??/92)  729.148  (m)         2392.21   (f) ADJ UNCH    1 2
 SV0352
 SV0352.Superseded values are not recommended for survey control.
 SV0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0352.See file dsdata.txt to determine how the superseded data were derived.
 SV0352
 SV0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP196059(NAD 83)
 SV0352_MARKER: P = PIPE CAP
 SV0352_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0352_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0352_STAMPING: 2396 T 2393.020 RESET 1943
 SV0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0352
 SV0352  HISTORY     - Date     Condition        Report By
 SV0352  HISTORY     - 1943     MONUMENTED       CGS
 SV0352  HISTORY     - 1944     GOOD             NGS
 SV0352
 SV0352                          STATION DESCRIPTION
 SV0352
 SV0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0352'3.0 MI SW FROM ATHOL.
 SV0352'3.0 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0352'STATION AT ATHOL, 0.4 MILE NORTHEAST OF MILEPOST NO. 35, AT A PRIVATE
 SV0352'ROAD CROSSING, 47 FEET NORTHWEST OF NORTHWEST RAIL OF TRACK, 4 FEET
 SV0352'NORTHEAST OF THE SECOND POLE NORTHEAST OF CROSSING, 1.4 FEET SOUTHEAST
 SV0352'OF FENCE, 1.8 FEET SOUTHWEST OF REFERENCE POST.  BRONZE CAP RIVITED ON
 SV0352'TOP OF A 3 1/2-INCH IRON PIPE AND PROJECTING ABOUT 0.6 FOOT ABOVE THE
 SV0352'GROUND.  NOTE-- THE RAILROAD HAS DONE SOME NEW CONSTRUCTION ALONG THE
 SV0352'RIGHT-OF-WAY AND THE BENCH MARK HAD BEEN MARKED ON PIPE RESET 12-13-43
 SV0352'CAP WAS STAMPED RESET 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0564 ***********************************************************************
 NU0564  DESIGNATION -  239.79 E
 NU0564  PID         -  NU0564
 NU0564  STATE/COUNTY-  ID/POWER
 NU0564  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0564
 NU0564                         *CURRENT SURVEY CONTROL
 NU0564  ___________________________________________________________________
 NU0564* NAD 83(1986)-  42 46 40.     (N)    112 52 25.     (W)     SCALED    
 NU0564* NAVD 88     -      1325.866  (meters)    4349.95   (feet)  ADJUSTED  
 NU0564  ___________________________________________________________________
 NU0564  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 NU0564  DYNAMIC HT  -        1325.115 (meters)    4347.48  (feet)  COMP
 NU0564  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 NU0564
 NU0564  VERT ORDER  -  FIRST     CLASS II
 NU0564
 NU0564.The horizontal coordinates were scaled from a topographic map and have
 NU0564.an estimated accuracy of +/- 6 seconds.
 NU0564
 NU0564.The orthometric height was determined by differential leveling
 NU0564.and adjusted by the National Geodetic Survey in June 1991..
 NU0564.WARNING-Repeat measurements at this control monument indicate possible
 NU0564.vertical movement.
 NU0564
 NU0564.The geoid height was determined by GEOID03.
 NU0564
 NU0564.The dynamic height is computed by dividing the NAVD 88
 NU0564.geopotential number by the normal gravity value computed on the
 NU0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0564.degrees latitude (g = 980.6199 gals.).
 NU0564
 NU0564.The modeled gravity was interpolated from observed gravity values.
 NU0564
 NU0564;                    North         East    Units  Estimated Accuracy
 NU0564;SPC ID E     -   123,660.      142,150.      MT  (+/- 180 meters Scaled)
 NU0564
 NU0564                          SUPERSEDED SURVEY CONTROL
 NU0564
 NU0564  NGVD 29 (??/??/92) 1324.85   (m)         4346.6    (f) COMPUTED    1 2
 NU0564
 NU0564.Superseded values are not recommended for survey control.
 NU0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0564.See file dsdata.txt to determine how the superseded data were derived.
 NU0564
 NU0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN467378(NAD 83)
 NU0564_MARKER: Z = SEE DESCRIPTION
 NU0564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0564_SP_SET: BRIDGE
 NU0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0564
 NU0564  HISTORY     - Date     Condition        Report By
 NU0564  HISTORY     - UNK      MONUMENTED       RBNF
 NU0564  HISTORY     - 1949     GOOD             NGS
 NU0564  HISTORY     - 1958     GOOD             NGS
 NU0564
 NU0564                          STATION DESCRIPTION
 NU0564
 NU0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NU0564'1.1 MI SW FROM AMERICAN FALLS.
 NU0564'1.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0564'AT AMERICAN FALLS, POWER COUNTY, AT THE BRIDGE OVER SNAKE RIVER, AT
 NU0564'THE EAST END, ON THE SOUTHEAST CORNER OF THE CONCRETE FOOTING, AND
 NU0564'ABOUT 7.5 FEET LOWER THAN THE TRACK.  A CHISELED SQUARE.
 NU0564
 NU0564                          STATION RECOVERY (1958)
 NU0564
 NU0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 NU0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0563 ***********************************************************************
 NU0563  DESIGNATION -  239.79 W
 NU0563  PID         -  NU0563
 NU0563  STATE/COUNTY-  ID/POWER
 NU0563  USGS QUAD   -  AMERICAN FALLS SW (1971)
 NU0563
 NU0563                         *CURRENT SURVEY CONTROL
 NU0563  ___________________________________________________________________
 NU0563* NAD 83(1986)-  42 46 38.     (N)    112 52 34.     (W)     SCALED    
 NU0563* NAVD 88     -      1325.521  (meters)    4348.81   (feet)  ADJUSTED  
 NU0563  ___________________________________________________________________
 NU0563  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 NU0563  DYNAMIC HT  -        1324.771 (meters)    4346.35  (feet)  COMP
 NU0563  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 NU0563
 NU0563  VERT ORDER  -  FIRST     CLASS II
 NU0563
 NU0563.The horizontal coordinates were scaled from a topographic map and have
 NU0563.an estimated accuracy of +/- 6 seconds.
 NU0563
 NU0563.The orthometric height was determined by differential leveling
 NU0563.and adjusted by the National Geodetic Survey in June 1991..
 NU0563
 NU0563.The geoid height was determined by GEOID03.
 NU0563
 NU0563.The dynamic height is computed by dividing the NAVD 88
 NU0563.geopotential number by the normal gravity value computed on the
 NU0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0563.degrees latitude (g = 980.6199 gals.).
 NU0563
 NU0563.The modeled gravity was interpolated from observed gravity values.
 NU0563
 NU0563;                    North         East    Units  Estimated Accuracy
 NU0563;SPC ID E     -   123,600.      141,950.      MT  (+/- 180 meters Scaled)
 NU0563
 NU0563                          SUPERSEDED SURVEY CONTROL
 NU0563
 NU0563  NGVD 29 (??/??/92) 1324.501  (m)         4345.47   (f) ADJ UNCH    1 2
 NU0563
 NU0563.Superseded values are not recommended for survey control.
 NU0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0563.See file dsdata.txt to determine how the superseded data were derived.
 NU0563
 NU0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN465377(NAD 83)
 NU0563_MARKER: Z = SEE DESCRIPTION
 NU0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0563_SP_SET: BRIDGE
 NU0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0563
 NU0563  HISTORY     - Date     Condition        Report By
 NU0563  HISTORY     - UNK      MONUMENTED       RBNF
 NU0563  HISTORY     - 1941     GOOD             NGS
 NU0563  HISTORY     - 1958     GOOD             NGS
 NU0563
 NU0563                          STATION DESCRIPTION
 NU0563
 NU0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NU0563'1.3 MI SW FROM AMERICAN FALLS.
 NU0563'1.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0563'AT AMERICAN FALLS, POWER COUNTY, AT THE BRIDGE OVER SNAKE RIVER, AT
 NU0563'THE WEST ABUTMENT, ON THE NORTHEAST CORNER, AND ABOUT 7.5 FEET LOWER
 NU0563'THAN THE TRACK.  A PAINTED SQUARE.
 NU0563
 NU0563                          STATION RECOVERY (1958)
 NU0563
 NU0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 NU0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0006 ***********************************************************************
 PZ0006  DESIGNATION -  24
 PZ0006  PID         -  PZ0006
 PZ0006  STATE/COUNTY-  ID/CLARK
 PZ0006  USGS QUAD   -  MONIDA (1968)
 PZ0006
 PZ0006                         *CURRENT SURVEY CONTROL
 PZ0006  ___________________________________________________________________
 PZ0006* NAD 83(1986)-  44 31 44.     (N)    112 15 50.     (W)     SCALED    
 PZ0006* NAVD 88     -      2041.227  (meters)    6696.93   (feet)  ADJUSTED  
 PZ0006  ___________________________________________________________________
 PZ0006  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 PZ0006  DYNAMIC HT  -        2040.051 (meters)    6693.07  (feet)  COMP
 PZ0006  MODELED GRAV-     979,968.6   (mgal)                       NAVD 88
 PZ0006
 PZ0006  VERT ORDER  -  FIRST     CLASS II
 PZ0006
 PZ0006.The horizontal coordinates were scaled from a topographic map and have
 PZ0006.an estimated accuracy of +/- 6 seconds.
 PZ0006
 PZ0006.The orthometric height was determined by differential leveling
 PZ0006.and adjusted by the National Geodetic Survey in June 1991..
 PZ0006
 PZ0006.The geoid height was determined by GEOID03.
 PZ0006
 PZ0006.The dynamic height is computed by dividing the NAVD 88
 PZ0006.geopotential number by the normal gravity value computed on the
 PZ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0006.degrees latitude (g = 980.6199 gals.).
 PZ0006
 PZ0006.The modeled gravity was interpolated from observed gravity values.
 PZ0006
 PZ0006;                    North         East    Units  Estimated Accuracy
 PZ0006;SPC ID E     -   317,970.      192,270.      MT  (+/- 180 meters Scaled)
 PZ0006
 PZ0006                          SUPERSEDED SURVEY CONTROL
 PZ0006
 PZ0006  NGVD 29 (??/??/92) 2039.881  (m)         6692.51   (f) ADJ UNCH    1 2
 PZ0006
 PZ0006.Superseded values are not recommended for survey control.
 PZ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0006.See file dsdata.txt to determine how the superseded data were derived.
 PZ0006
 PZ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ995313(NAD 83)
 PZ0006_MARKER: DD = SURVEY DISK
 PZ0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0006_SP_SET: CULVERT
 PZ0006_STAMPING: 24 6693.38
 PZ0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0006
 PZ0006  HISTORY     - Date     Condition        Report By
 PZ0006  HISTORY     - UNK      MONUMENTED       BPR
 PZ0006  HISTORY     - 1967     GOOD             NGS
 PZ0006
 PZ0006                          STATION DESCRIPTION
 PZ0006
 PZ0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0006'3.0 MI N FROM HUMPHREY.
 PZ0006'3.0 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0006'HUMPHREY, AT UNION PACIFIC RAILROAD MILEAGE 261.25, IN THE TOP AND 0.8
 PZ0006'FOOT NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD
 PZ0006'WALL OF AN 18-INCH PIPE CULVERT, 25 FEET NORTHEAST OF THE CENTER LINE
 PZ0006'OF THE ROAD, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0493 ***********************************************************************
 NW0493  DESIGNATION -  24 EMH
 NW0493  PID         -  NW0493
 NW0493  STATE/COUNTY-  ID/OWYHEE
 NW0493  USGS QUAD   -  BIG SPRINGS RANCH (1972)
 NW0493
 NW0493                         *CURRENT SURVEY CONTROL
 NW0493  ___________________________________________________________________
 NW0493* NAD 83(1986)-  42 36 18.     (N)    116 25 39.     (W)     SCALED    
 NW0493* NAVD 88     -      1819.426  (meters)    5969.23   (feet)  POSTED    
 NW0493  ___________________________________________________________________
 NW0493  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 NW0493  DYNAMIC HT  -        1818.190 (meters)    5965.18  (feet)  COMP
 NW0493  MODELED GRAV-     979,877.9   (mgal)                       NAVD 88
 NW0493
 NW0493  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0493
 NW0493.The horizontal coordinates were scaled from a topographic map and have
 NW0493.an estimated accuracy of +/- 6 seconds.
 NW0493
 NW0493.The orthometric height was determined by differential leveling
 NW0493.and adjusted by the National Geodetic Survey in 1992..
 NW0493.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0493.rate of 0.0 thru 1.0 mm/km.
 NW0493
 NW0493.The geoid height was determined by GEOID03.
 NW0493
 NW0493.The dynamic height is computed by dividing the NAVD 88
 NW0493.geopotential number by the normal gravity value computed on the
 NW0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0493.degrees latitude (g = 980.6199 gals.).
 NW0493
 NW0493.The modeled gravity was interpolated from observed gravity values.
 NW0493
 NW0493;                    North         East    Units  Estimated Accuracy
 NW0493;SPC ID W     -   104,440.      744,410.      MT  (+/- 180 meters Scaled)
 NW0493
 NW0493                          SUPERSEDED SURVEY CONTROL
 NW0493
 NW0493.No superseded survey control is available for this station.
 NW0493
 NW0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH469171(NAD 83)
 NW0493_MARKER: DD = SURVEY DISK
 NW0493_SETTING: 66 = SET IN ROCK OUTCROP
 NW0493_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0493_STAMPING: 24 EMH 1972 5965
 NW0493_MARK LOGO: USGS  
 NW0493_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0493+STABILITY: POSITION/ELEVATION WELL
 NW0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0493+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0493
 NW0493  HISTORY     - Date     Condition        Report By
 NW0493  HISTORY     - 1972     MONUMENTED       USGS
 NW0493
 NW0493                          STATION DESCRIPTION
 NW0493
 NW0493'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0493'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0493'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0493'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0493'TRACK ROAD, THENCE 1.0 MILE SOUTHEAST ALONG TRACK ROAD, 12.1 MILES
 NW0493'NORTHWEST OF UPPER BATTLE CREEK CROSSING, AT A RESERVOIR ON THE
 NW0493'NORTHEAST SIDE OF THE ROAD, 18 FEET SOUTHWEST AND ABOUT 1 FOOT HIGHER
 NW0493'THAN THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP PROJECTING 0.6
 NW0493'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0450 ***********************************************************************
 NW0450  DESIGNATION -  24 FMK
 NW0450  PID         -  NW0450
 NW0450  STATE/COUNTY-  ID/OWYHEE
 NW0450  USGS QUAD   -  TRIANGLE FLAT (1990)
 NW0450
 NW0450                         *CURRENT SURVEY CONTROL
 NW0450  ___________________________________________________________________
 NW0450* NAD 83(1986)-  42 48 53.     (N)    116 38 55.     (W)     SCALED    
 NW0450* NAVD 88     -      1555.937  (meters)    5104.77   (feet)  POSTED    
 NW0450  ___________________________________________________________________
 NW0450  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 NW0450  DYNAMIC HT  -        1554.980 (meters)    5101.63  (feet)  COMP
 NW0450  MODELED GRAV-     979,954.1   (mgal)                       NAVD 88
 NW0450
 NW0450  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0450
 NW0450.The horizontal coordinates were scaled from a topographic map and have
 NW0450.an estimated accuracy of +/- 6 seconds.
 NW0450
 NW0450.The orthometric height was determined by differential leveling
 NW0450.and adjusted by the National Geodetic Survey in 1992..
 NW0450.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0450.rate of 1.1 thru 2.0 mm/km.
 NW0450
 NW0450.The geoid height was determined by GEOID03.
 NW0450
 NW0450.The dynamic height is computed by dividing the NAVD 88
 NW0450.geopotential number by the normal gravity value computed on the
 NW0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0450.degrees latitude (g = 980.6199 gals.).
 NW0450
 NW0450.The modeled gravity was interpolated from observed gravity values.
 NW0450
 NW0450;                    North         East    Units  Estimated Accuracy
 NW0450;SPC ID W     -   127,910.      726,510.      MT  (+/- 180 meters Scaled)
 NW0450
 NW0450                          SUPERSEDED SURVEY CONTROL
 NW0450
 NW0450.No superseded survey control is available for this station.
 NW0450
 NW0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH287403(NAD 83)
 NW0450_MARKER: DD = SURVEY DISK
 NW0450_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0450_SP_SET: PREFAB CONC. POST IN EARTH
 NW0450_STAMPING: 24 FMK 1964
 NW0450_MARK LOGO: USGS  
 NW0450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0450+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0450
 NW0450  HISTORY     - Date     Condition        Report By
 NW0450  HISTORY     - 1964     MONUMENTED       USGS
 NW0450
 NW0450                          STATION DESCRIPTION
 NW0450
 NW0450'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0450'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0450'SOUTHEAST ALONG COUNTY ROAD, THENCE 25.02 MILES SOUTHEAST ALONG FLINT
 NW0450'CREEK ROAD, 0.5 MILES WEST OF THE JUNCTION OF FLINT CREEK ROAD AND
 NW0450'OREANA-TRIANGLE ROAD, 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 NW0450'13 FEET SOUTH OF A FENCE CORNER, 6 FEET SOUTH OF A WITNESS POST, 2
 NW0450'FEET EAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1202 ***********************************************************************
 OY1202  DESIGNATION -  24 FMK
 OY1202  PID         -  OY1202
 OY1202  STATE/COUNTY-  ID/BUTTE
 OY1202  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1202
 OY1202                         *CURRENT SURVEY CONTROL
 OY1202  ___________________________________________________________________
 OY1202* NAD 83(1986)-  43 30 27.     (N)    112 54 08.     (W)     SCALED    
 OY1202* NAVD 88     -      1506.796  (meters)    4943.55   (feet)  ADJUSTED  
 OY1202  ___________________________________________________________________
 OY1202  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 OY1202  DYNAMIC HT  -        1506.004 (meters)    4940.95  (feet)  COMP
 OY1202  MODELED GRAV-     980,040.8   (mgal)                       NAVD 88
 OY1202
 OY1202  VERT ORDER  -  FIRST     CLASS II
 OY1202
 OY1202.The horizontal coordinates were scaled from a topographic map and have
 OY1202.an estimated accuracy of +/- 6 seconds.
 OY1202
 OY1202.The orthometric height was determined by differential leveling
 OY1202.and adjusted by the National Geodetic Survey in December 1992..
 OY1202
 OY1202.The geoid height was determined by GEOID03.
 OY1202
 OY1202.The dynamic height is computed by dividing the NAVD 88
 OY1202.geopotential number by the normal gravity value computed on the
 OY1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1202.degrees latitude (g = 980.6199 gals.).
 OY1202
 OY1202.The modeled gravity was interpolated from observed gravity values.
 OY1202
 OY1202;                    North         East    Units  Estimated Accuracy
 OY1202;SPC ID C     -   205,060.      588,770.      MT  (+/- 180 meters Scaled)
 OY1202
 OY1202                          SUPERSEDED SURVEY CONTROL
 OY1202
 OY1202  NGVD 29 (08/20/92) 1505.747  (m)         4940.10   (f) ADJUSTED    1 2
 OY1202
 OY1202.Superseded values are not recommended for survey control.
 OY1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1202.See file dsdata.txt to determine how the superseded data were derived.
 OY1202
 OY1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP462189(NAD 83)
 OY1202_MARKER: DE = TRAVERSE STATION DISK
 OY1202_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY1202_SP_SET: PREFAB CONC. POST IN EARTH
 OY1202_STAMPING: 24 FMK 1973 4940
 OY1202_MARK LOGO: USGS  
 OY1202_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1202+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1202
 OY1202  HISTORY     - Date     Condition        Report By
 OY1202  HISTORY     - 1973     MONUMENTED       USGS
 OY1202  HISTORY     - 19920531 GOOD             NGS
 OY1202
 OY1202                          STATION DESCRIPTION
 OY1202
 OY1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1202'36.8 KM (22.85 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1202'OF U.S. HIGHWAY 93 IN ARCO, 19.3 M (63.3 FT) NORTH OF AND LEVEL WITH
 OY1202'THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, AND
 OY1202'THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0550 ***********************************************************************
 NW0550  DESIGNATION -  24 MDC
 NW0550  PID         -  NW0550
 NW0550  STATE/COUNTY-  ID/OWYHEE
 NW0550  USGS QUAD   -  PLEASANT VALLEY (1973)
 NW0550
 NW0550                         *CURRENT SURVEY CONTROL
 NW0550  ___________________________________________________________________
 NW0550* NAD 83(1986)-  42 31 11.     (N)    116 50 42.     (W)     SCALED    
 NW0550* NAVD 88     -      1715.677  (meters)    5628.85   (feet)  POSTED    
 NW0550  ___________________________________________________________________
 NW0550  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 NW0550  DYNAMIC HT  -        1714.540 (meters)    5625.12  (feet)  COMP
 NW0550  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 NW0550
 NW0550  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0550
 NW0550.The horizontal coordinates were scaled from a topographic map and have
 NW0550.an estimated accuracy of +/- 6 seconds.
 NW0550
 NW0550.The orthometric height was determined by differential leveling
 NW0550.and adjusted by the National Geodetic Survey in 1992..
 NW0550.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0550.rate of 0.0 thru 1.0 mm/km.
 NW0550
 NW0550.The geoid height was determined by GEOID03.
 NW0550
 NW0550.The dynamic height is computed by dividing the NAVD 88
 NW0550.geopotential number by the normal gravity value computed on the
 NW0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0550.degrees latitude (g = 980.6199 gals.).
 NW0550
 NW0550.The modeled gravity was interpolated from observed gravity values.
 NW0550
 NW0550;                    North         East    Units  Estimated Accuracy
 NW0550;SPC ID W     -    95,330.      710,030.      MT  (+/- 180 meters Scaled)
 NW0550
 NW0550                          SUPERSEDED SURVEY CONTROL
 NW0550
 NW0550.No superseded survey control is available for this station.
 NW0550
 NW0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH127074(NAD 83)
 NW0550_MARKER: DD = SURVEY DISK
 NW0550_SETTING: 80 = SET IN A BOULDER
 NW0550_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 NW0550_STAMPING: 24 MDC 1973 5625
 NW0550_MARK LOGO: USGS  
 NW0550_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0550+STABILITY: SURFACE MOTION
 NW0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0550+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0550
 NW0550  HISTORY     - Date     Condition        Report By
 NW0550  HISTORY     - 1973     MONUMENTED       USGS
 NW0550
 NW0550                          STATION DESCRIPTION
 NW0550
 NW0550'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0550'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0550'SOUTH ALONG A GRAVELED ROAD, THENCE 24.0 MILES SOUTH AND EAST ALONG A
 NW0550'DIRT ROAD TOWARD GRANDVIEW, IDAHO, AT A CURVE IN THE ROAD, AT A T-ROAD
 NW0550'SOUTH AND A FENCE LINE, 90 FEET SOUTHEAST OF THE CENTERLINE OF THE
 NW0550'ROAD, 65 FEET SOUTH OF A FENCE ANGLE POINT, 2 FEET EAST OF THE FENCE
 NW0550'LINE, CEMENTED IN A LAVA BOULDER PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0315 ***********************************************************************
 RA0315  DESIGNATION -  24 N
 RA0315  PID         -  RA0315
 RA0315  STATE/COUNTY-  ID/ADAMS
 RA0315  USGS QUAD   -  WHITE MONUMENT (1990)
 RA0315
 RA0315                         *CURRENT SURVEY CONTROL
 RA0315  ___________________________________________________________________
 RA0315* NAD 83(1986)-  45 10 27.     (N)    116 43 21.     (W)     SCALED    
 RA0315* NAVD 88     -       486.463  (meters)    1596.00   (feet)  ADJUSTED  
 RA0315  ___________________________________________________________________
 RA0315  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 RA0315  DYNAMIC HT  -         486.302 (meters)    1595.48  (feet)  COMP
 RA0315  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 RA0315
 RA0315  VERT ORDER  -  SECOND    CLASS 0
 RA0315
 RA0315.The horizontal coordinates were scaled from a topographic map and have
 RA0315.an estimated accuracy of +/- 6 seconds.
 RA0315
 RA0315.The orthometric height was determined by differential leveling
 RA0315.and adjusted by the National Geodetic Survey in June 1991..
 RA0315
 RA0315.The geoid height was determined by GEOID03.
 RA0315
 RA0315.The dynamic height is computed by dividing the NAVD 88
 RA0315.geopotential number by the normal gravity value computed on the
 RA0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0315.degrees latitude (g = 980.6199 gals.).
 RA0315
 RA0315.The modeled gravity was interpolated from observed gravity values.
 RA0315
 RA0315;                    North         East    Units  Estimated Accuracy
 RA0315;SPC ID W     -   390,120.      723,560.      MT  (+/- 180 meters Scaled)
 RA0315
 RA0315                          SUPERSEDED SURVEY CONTROL
 RA0315
 RA0315  NGVD 29 (??/??/92)  485.371  (m)         1592.42   (f) ADJ UNCH    2 0
 RA0315
 RA0315.Superseded values are not recommended for survey control.
 RA0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0315.See file dsdata.txt to determine how the superseded data were derived.
 RA0315
 RA0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL218023(NAD 83)
 RA0315_MARKER: Z = SEE DESCRIPTION
 RA0315_SETTING: 66 = SET IN ROCK OUTCROP
 RA0315_SP_SET: ROCK CUT
 RA0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0315+STABILITY: POSITION/ELEVATION WELL
 RA0315
 RA0315  HISTORY     - Date     Condition        Report By
 RA0315  HISTORY     - UNK      MONUMENTED       DOD
 RA0315  HISTORY     - 1946     GOOD             NGS
 RA0315
 RA0315                          STATION DESCRIPTION
 RA0315
 RA0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0315'13.0 MI NE FROM HOMESTEAD, OR.
 RA0315'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0315'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0315'LEDGE MINE ROAD, 10.8 MILES NORTHEAST ALONG THE RED LEDGE MINE ROAD,
 RA0315'BENCH MARK IS 0.1 MILE NORTH OF THE NORTH END OF THE SECOND TUNNEL
 RA0315'PASSED THROUGH ENROUTE, DIRECTLY ACROSS THE ROAD FROM THE NORTH END OF
 RA0315'THE WEST BANK OF THE FIRST ROCK CUT NORTH OF THE TUNNEL, 6.0 FEET EAST
 RA0315'OF CENTER OF THE ROAD, AN OUTLINED CHISELED PYRAMID CUT ON TOP OF THE
 RA0315'NORTH END OF A LEDGE AT THE BASE OF THE EAST BANK OF THE CUT, ABOUT 1
 RA0315'1/2 FOOT ABOVE THE GROUND, PAINTED USSBM NO. 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0411 ***********************************************************************
 OX0411  DESIGNATION -  24 WF
 OX0411  PID         -  OX0411
 OX0411  STATE/COUNTY-  ID/MADISON
 OX0411  USGS QUAD   -  REXBURG (1979)
 OX0411
 OX0411                         *CURRENT SURVEY CONTROL
 OX0411  ___________________________________________________________________
 OX0411* NAD 83(1986)-  43 45 14.     (N)    111 50 54.     (W)     SCALED    
 OX0411* NAVD 88     -      1481.418  (meters)    4860.29   (feet)  ADJUSTED  
 OX0411  ___________________________________________________________________
 OX0411  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 OX0411  DYNAMIC HT  -        1480.647 (meters)    4857.76  (feet)  COMP
 OX0411  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 OX0411
 OX0411  VERT ORDER  -  FIRST     CLASS II
 OX0411
 OX0411.The horizontal coordinates were scaled from a topographic map and have
 OX0411.an estimated accuracy of +/- 6 seconds.
 OX0411
 OX0411.The orthometric height was determined by differential leveling
 OX0411.and adjusted by the National Geodetic Survey in June 1991..
 OX0411
 OX0411.The geoid height was determined by GEOID03.
 OX0411
 OX0411.The dynamic height is computed by dividing the NAVD 88
 OX0411.geopotential number by the normal gravity value computed on the
 OX0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0411.degrees latitude (g = 980.6199 gals.).
 OX0411
 OX0411.The modeled gravity was interpolated from observed gravity values.
 OX0411
 OX0411;                    North         East    Units  Estimated Accuracy
 OX0411;SPC ID E     -   231,900.      225,640.      MT  (+/- 180 meters Scaled)
 OX0411
 OX0411                          SUPERSEDED SURVEY CONTROL
 OX0411
 OX0411  NGVD 29 (08/20/92) 1480.321  (m)         4856.69   (f) ADJUSTED    1 2
 OX0411
 OX0411.Superseded values are not recommended for survey control.
 OX0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0411.See file dsdata.txt to determine how the superseded data were derived.
 OX0411
 OX0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP317448(NAD 83)
 OX0411_MARKER: DD = SURVEY DISK
 OX0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0411_SP_SET: CURB
 OX0411_STAMPING: 24 WF 1947 4857
 OX0411_MARK LOGO: USGS  
 OX0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0411
 OX0411  HISTORY     - Date     Condition        Report By
 OX0411  HISTORY     - 1947     MONUMENTED       USGS
 OX0411  HISTORY     - 1960     GOOD             NGS
 OX0411  HISTORY     - 1983     GOOD             NGS
 OX0411  HISTORY     - 20040814 MARK NOT FOUND   USPSQD
 OX0411  HISTORY     - 20051205 MARK NOT FOUND   IDTD
 OX0411
 OX0411                          STATION DESCRIPTION
 OX0411
 OX0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OX0411'6.55 MI NE FROM RIGBY.
 OX0411'6.55 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0411'AT RIGBY, 5.7 MILES SOUTHWEST OF REXBURG, DIRECTLY OPPOSITE OF WOODEN
 OX0411'TRESTLE 20.34 OVER TEXAS SLOUGH, IN THE TOP AND 0.4 FOOT SOUTHWEST OF
 OX0411'THE NORTHEAST END OF THE NORTHWEST CONCRETE CURB OF U.S. HIGHWAY 20
 OX0411'AND 191 CONCRETE BRIDGE OVER TEXAS SLOUGH, 14 FEET NORTHWEST OF THE
 OX0411'CENTER LINE OF THE HIGHWAY, ABOUT 300 FEET SOUTHEAST OF THE SOUTHEAST
 OX0411'RAIL, ABOUT LEVEL WITH THE HIGHWAY AND ABOUT 2 FEET LOWER THAN THE
 OX0411'TRACK.
 OX0411
 OX0411                          STATION RECOVERY (1983)
 OX0411
 OX0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0411'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OX0411'THE FOLLOWING EXCEPTION, CHANGE U.S. HIGHWAY 20 AND 191 TO OLD WEST
 OX0411'YELLOWSTONE HIGHWAY 20.
 OX0411
 OX0411                          STATION RECOVERY (2004)
 OX0411
 OX0411'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 OX0411'MARK NOT FOUND.  CURB IS CRUMBLING AWAY, MAY HAVE BEEN LOST.
 OX0411
 OX0411                          STATION RECOVERY (2005)
 OX0411
 OX0411'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (JCH)
 OX0411'MARK NOT FOUND. CONCRETE CURB IS DISINTEGRATING WHERE MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0240 ***********************************************************************
 PY0240  DESIGNATION -  243.08.79
 PY0240  PID         -  PY0240
 PY0240  STATE/COUNTY-  ID/FREMONT
 PY0240  USGS QUAD   -  TARGHEE PEAK (1964)
 PY0240
 PY0240                         *CURRENT SURVEY CONTROL
 PY0240  ___________________________________________________________________
 PY0240* NAD 83(1986)-  44 40 09.     (N)    111 23 57.     (W)     SCALED    
 PY0240* NAVD 88     -      1985.249  (meters)    6513.27   (feet)  POSTED    
 PY0240  ___________________________________________________________________
 PY0240  GEOID HEIGHT-          -8.78  (meters)                     GEOID03
 PY0240  DYNAMIC HT  -        1984.160 (meters)    6509.70  (feet)  COMP
 PY0240  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 PY0240
 PY0240  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0240
 PY0240.The horizontal coordinates were scaled from a topographic map and have
 PY0240.an estimated accuracy of +/- 6 seconds.
 PY0240
 PY0240.The orthometric height was determined by differential leveling
 PY0240.and adjusted by the National Geodetic Survey in 1992..
 PY0240.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0240.rate of 1.1 thru 2.0 mm/km.
 PY0240
 PY0240.The geoid height was determined by GEOID03.
 PY0240
 PY0240.The dynamic height is computed by dividing the NAVD 88
 PY0240.geopotential number by the normal gravity value computed on the
 PY0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0240.degrees latitude (g = 980.6199 gals.).
 PY0240
 PY0240.The modeled gravity was interpolated from observed gravity values.
 PY0240
 PY0240;                    North         East    Units  Estimated Accuracy
 PY0240;SPC ID E     -   333,840.      260,860.      MT  (+/- 180 meters Scaled)
 PY0240
 PY0240                          SUPERSEDED SURVEY CONTROL
 PY0240
 PY0240  NGVD 29 (??/??/92) 1983.814  (m)         6508.56   (f) ADJ UNCH    1 2
 PY0240
 PY0240.Superseded values are not recommended for survey control.
 PY0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0240.See file dsdata.txt to determine how the superseded data were derived.
 PY0240
 PY0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ683462(NAD 83)
 PY0240_MARKER: DD = SURVEY DISK
 PY0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0240_STAMPING: 243.08.79
 PY0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0240+STABILITY: SURFACE MOTION
 PY0240
 PY0240  HISTORY     - Date     Condition        Report By
 PY0240  HISTORY     - UNK      MONUMENTED       IDDT
 PY0240  HISTORY     - 1964     GOOD             NGS
 PY0240
 PY0240                          STATION DESCRIPTION
 PY0240
 PY0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0240'1.0 MI W FROM HENRYS LAKE.
 PY0240'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE TO
 PY0240'HENRYS LAKE LODGE AT HENRYS LAKE, 100 FEET NORTH OF THE CENTER LINE OF
 PY0240'THE HIGHWAY, 121 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 PY0240'AN ENTRANCE ROAD TO THE WILD ROSE RANCH, 95 FEET EAST OF THE CENTER OF
 PY0240'AN ACCESS ROAD AND THE ENTRANCE TO A PASTURE, 1/2 FOOT SOUTH OF A
 PY0240'FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 PY0240'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PY0240'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0769 ***********************************************************************
 OH0769  DESIGNATION -  2434.01
 OH0769  PID         -  OH0769
 OH0769  STATE/COUNTY-  ID/CANYON
 OH0769  USGS QUAD   -  CALDWELL (1971)
 OH0769
 OH0769                         *CURRENT SURVEY CONTROL
 OH0769  ___________________________________________________________________
 OH0769* NAD 83(1986)-  43 38 03.     (N)    116 41 52.     (W)     SCALED    
 OH0769* NAVD 88     -       742.852  (meters)    2437.17   (feet)  ADJUSTED  
 OH0769  ___________________________________________________________________
 OH0769  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 OH0769  DYNAMIC HT  -         742.593 (meters)    2436.32  (feet)  COMP
 OH0769  MODELED GRAV-     980,246.2   (mgal)                       NAVD 88
 OH0769
 OH0769  VERT ORDER  -  SECOND    CLASS 0
 OH0769
 OH0769.The horizontal coordinates were scaled from a topographic map and have
 OH0769.an estimated accuracy of +/- 6 seconds.
 OH0769
 OH0769.The orthometric height was determined by differential leveling
 OH0769.and adjusted by the National Geodetic Survey in June 1991..
 OH0769
 OH0769.The geoid height was determined by GEOID03.
 OH0769
 OH0769.The dynamic height is computed by dividing the NAVD 88
 OH0769.geopotential number by the normal gravity value computed on the
 OH0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0769.degrees latitude (g = 980.6199 gals.).
 OH0769
 OH0769.The modeled gravity was interpolated from observed gravity values.
 OH0769
 OH0769;                    North         East    Units  Estimated Accuracy
 OH0769;SPC ID W     -   218,980.      723,520.      MT  (+/- 180 meters Scaled)
 OH0769
 OH0769                          SUPERSEDED SURVEY CONTROL
 OH0769
 OH0769  NGVD 29 (??/??/92)  741.912  (m)         2434.09   (f) ADJ UNCH    2 0
 OH0769
 OH0769.Superseded values are not recommended for survey control.
 OH0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0769.See file dsdata.txt to determine how the superseded data were derived.
 OH0769
 OH0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ243312(NAD 83)
 OH0769_MARKER: DD = SURVEY DISK
 OH0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0769_STAMPING: 33 148+31.3 B M 2434.01
 OH0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0769+STABILITY: SURFACE MOTION
 OH0769
 OH0769  HISTORY     - Date     Condition        Report By
 OH0769  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0769  HISTORY     - 1951     GOOD             NGS
 OH0769
 OH0769                          STATION DESCRIPTION
 OH0769
 OH0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0769'2.6 MI S FROM CALDWELL.
 OH0769'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, .05 MILE
 OH0769'SOUTHEAST TO KIMBALL AVE., THENCE 2.55 MILES SOUTHWEST ALONG KIMBALL
 OH0769'AVE. LEADING TO MARSING, AT THE NORTH END OF A TURN IN THE HIGHWAY TO
 OH0769'THE WEST AND EAST OF THE HIGHWAY OF A TWO BRICK HOMES AND AT A T
 OH0769'JUNCTION OF FENCE LINES NORTH AND SOUTH AND EAST, 164 FEET SOUTHWEST
 OH0769'OF THE SOUTHWEST CORNER OF BRICK HOUSE, THE SOUTH ONE OF TWO, 35.6
 OH0769'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 10.5 FEET EAST OF THE
 OH0769'TELEPHONE POLE, 8 FEET EAST OF THE NORTHSOUTH FENCE LINE, 6.6 FEET
 OH0769'SOUTH OF THE FENCE LINE LEADING EAST, 0.8 FOOT WEST OF THE WITNESS
 OH0769'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 OH0769'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0279 ***********************************************************************
 TO0279  DESIGNATION -  2440 PR
 TO0279  PID         -  TO0279
 TO0279  STATE/COUNTY-  ID/BONNER
 TO0279  USGS QUAD   -  COOLIN (1996)
 TO0279
 TO0279                         *CURRENT SURVEY CONTROL
 TO0279  ___________________________________________________________________
 TO0279* NAD 83(1986)-  48 28 33.     (N)    116 51 10.     (W)     SCALED    
 TO0279* NAVD 88     -       745.486  (meters)    2445.82   (feet)  ADJUSTED  
 TO0279  ___________________________________________________________________
 TO0279  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 TO0279  DYNAMIC HT  -         745.553 (meters)    2446.04  (feet)  COMP
 TO0279  MODELED GRAV-     980,677.3   (mgal)                       NAVD 88
 TO0279
 TO0279  VERT ORDER  -  FIRST     CLASS II
 TO0279
 TO0279.The horizontal coordinates were scaled from a topographic map and have
 TO0279.an estimated accuracy of +/- 6 seconds.
 TO0279
 TO0279.The orthometric height was determined by differential leveling
 TO0279.and adjusted by the National Geodetic Survey in June 1991..
 TO0279
 TO0279.The geoid height was determined by GEOID03.
 TO0279
 TO0279.The dynamic height is computed by dividing the NAVD 88
 TO0279.geopotential number by the normal gravity value computed on the
 TO0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0279.degrees latitude (g = 980.6199 gals.).
 TO0279
 TO0279.The modeled gravity was interpolated from observed gravity values.
 TO0279
 TO0279;                    North         East    Units  Estimated Accuracy
 TO0279;SPC ID W     -   757,260.      718,470.      MT  (+/- 180 meters Scaled)
 TO0279
 TO0279                          SUPERSEDED SURVEY CONTROL
 TO0279
 TO0279  NGVD 29 (??/??/92)  744.288  (m)         2441.88   (f) ADJ UNCH    1 2
 TO0279
 TO0279.Superseded values are not recommended for survey control.
 TO0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0279.See file dsdata.txt to determine how the superseded data were derived.
 TO0279
 TO0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP108692(NAD 83)
 TO0279_MARKER: DD = SURVEY DISK
 TO0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0279_STAMPING: 2440 P.R.
 TO0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0279+STABILITY: SURFACE MOTION
 TO0279
 TO0279  HISTORY     - Date     Condition        Report By
 TO0279  HISTORY     - UNK      MONUMENTED       USGS
 TO0279  HISTORY     - 1942     GOOD             NGS
 TO0279
 TO0279                          STATION DESCRIPTION
 TO0279
 TO0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0279'0.4 MI SW FROM COOLIN.
 TO0279'0.4 MILES SOUTHWEST OF POST OFFICE.  150 FEET WEST FROM BIG BARN, 72
 TO0279'FEET SOUTHEAST OF MEAN WATER LEVEL OF LAKE, 60 FEET NORTHWEST OF FARM
 TO0279'ROAD CENTER LINE, 15 FEET NORTH FROM 20 INCH PINE TREE WITH TRIANGLE
 TO0279'BLAZE, ABOUT 2 FEET ABOVE GROUND LEVEL, ON PROPERTY OF MR. WARREN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0757 ***********************************************************************
 OH0757  DESIGNATION -  2488.74
 OH0757  PID         -  OH0757
 OH0757  STATE/COUNTY-  ID/CANYON
 OH0757  USGS QUAD   -  LAKE LOWELL (1971)
 OH0757
 OH0757                         *CURRENT SURVEY CONTROL
 OH0757  ___________________________________________________________________
 OH0757* NAD 83(1986)-  43 36 13.     (N)    116 44 34.     (W)     SCALED    
 OH0757* NAVD 88     -       759.585  (meters)    2492.07   (feet)  ADJUSTED  
 OH0757  ___________________________________________________________________
 OH0757  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 OH0757  DYNAMIC HT  -         759.310 (meters)    2491.17  (feet)  COMP
 OH0757  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 OH0757
 OH0757  VERT ORDER  -  SECOND    CLASS 0
 OH0757
 OH0757.The horizontal coordinates were scaled from a topographic map and have
 OH0757.an estimated accuracy of +/- 6 seconds.
 OH0757
 OH0757.The orthometric height was determined by differential leveling
 OH0757.and adjusted by the National Geodetic Survey in June 1991..
 OH0757
 OH0757.The geoid height was determined by GEOID03.
 OH0757
 OH0757.The dynamic height is computed by dividing the NAVD 88
 OH0757.geopotential number by the normal gravity value computed on the
 OH0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0757.degrees latitude (g = 980.6199 gals.).
 OH0757
 OH0757.The modeled gravity was interpolated from observed gravity values.
 OH0757
 OH0757;                    North         East    Units  Estimated Accuracy
 OH0757;SPC ID W     -   215,630.      719,850.      MT  (+/- 180 meters Scaled)
 OH0757
 OH0757                          SUPERSEDED SURVEY CONTROL
 OH0757
 OH0757  NGVD 29 (??/??/92)  758.636  (m)         2488.96   (f) ADJ UNCH    2 0
 OH0757
 OH0757.Superseded values are not recommended for survey control.
 OH0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0757.See file dsdata.txt to determine how the superseded data were derived.
 OH0757
 OH0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ207278(NAD 83)
 OH0757_MARKER: DD = SURVEY DISK
 OH0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0757_STAMPING: 344+19.5 P I B M 2488.74 33-C
 OH0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0757+STABILITY: SURFACE MOTION
 OH0757
 OH0757  HISTORY     - Date     Condition        Report By
 OH0757  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0757  HISTORY     - 1951     GOOD             NGS
 OH0757
 OH0757                          STATION DESCRIPTION
 OH0757
 OH0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0757'7.2 MI NE FROM MARSING.
 OH0757'FROM THE U.P. AND O.S.L.R.R. STATION IN MARSING, 4.7 NORTHEAST AND
 OH0757'NORTH ALONG U. S. HIGHWAY 20 TO A TURN IN HIGHWAY 20 TO THE EAST,
 OH0757'THENCE 2.5 MILES EAST AT A FARM HOUSE ON THE SOUTH SIDE OF THE
 OH0757'HIGHWAY, 36 1/2 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND DRIVEWAY
 OH0757'TO THE HOUSE, 50.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FARM
 OH0757'HOUSE, 36.8 FEET EAST ACROSS DRIVE WAY FROM TELEPHONE POLE, 3 FEET
 OH0757'NORTHWEST OF A COTTONWOOD TREE, 2.9 FEET NORTH OF THE EAST END OF A
 OH0757'CONCRETE PIPE CULVERT ACROSS THE DRIVEWAY, AND ABOUT 1 FOOT LOWER THAN
 OH0757'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 OH0757'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0189 ***********************************************************************
 RY0189  DESIGNATION -  2489 B
 RY0189  PID         -  RY0189
 RY0189  STATE/COUNTY-  ID/IDAHO
 RY0189  USGS QUAD   -  FREEMAN PEAK (1995)
 RY0189
 RY0189                         *CURRENT SURVEY CONTROL
 RY0189  ___________________________________________________________________
 RY0189* NAD 83(1986)-  46 11 35.     (N)    114 52 26.     (W)     SCALED    
 RY0189* NAVD 88     -       758.729  (meters)    2489.26   (feet)  ADJUSTED  
 RY0189  ___________________________________________________________________
 RY0189  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 RY0189  DYNAMIC HT  -         758.395 (meters)    2488.17  (feet)  COMP
 RY0189  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 RY0189
 RY0189  VERT ORDER  -  SECOND    CLASS 0
 RY0189
 RY0189.The horizontal coordinates were scaled from a topographic map and have
 RY0189.an estimated accuracy of +/- 6 seconds.
 RY0189
 RY0189.The orthometric height was determined by differential leveling
 RY0189.and adjusted by the National Geodetic Survey in June 1991..
 RY0189
 RY0189.The geoid height was determined by GEOID03.
 RY0189
 RY0189.The dynamic height is computed by dividing the NAVD 88
 RY0189.geopotential number by the normal gravity value computed on the
 RY0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0189.degrees latitude (g = 980.6199 gals.).
 RY0189
 RY0189.The modeled gravity was interpolated from observed gravity values.
 RY0189
 RY0189;                    North         East    Units  Estimated Accuracy
 RY0189;SPC ID W     -   503,270.      867,630.      MT  (+/- 180 meters Scaled)
 RY0189
 RY0189                          SUPERSEDED SURVEY CONTROL
 RY0189
 RY0189  NGVD 29 (??/??/92)  757.381  (m)         2484.84   (f) ADJ UNCH    2 0
 RY0189
 RY0189.Superseded values are not recommended for survey control.
 RY0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0189.See file dsdata.txt to determine how the superseded data were derived.
 RY0189
 RY0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM640176(NAD 83)
 RY0189_MARKER: DD = SURVEY DISK
 RY0189_SETTING: 80 = SET IN A BOULDER
 RY0189_STAMPING: 2489 B 63 1911
 RY0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0189+STABILITY: SURFACE MOTION
 RY0189
 RY0189  HISTORY     - Date     Condition        Report By
 RY0189  HISTORY     - 1911     MONUMENTED       USGS
 RY0189  HISTORY     - 1965     GOOD             NGS
 RY0189
 RY0189                          STATION DESCRIPTION
 RY0189
 RY0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0189'5.75 MI NE FROM MOOSE CREEK.
 RY0189'5.75 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0189'RANGER STATION AT MOOSE CREEK, IN THE TOP OF A 4- BY 4-FOOT BOULDER, 4
 RY0189'FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE TRAIL, 81 FEET
 RY0189'EAST-NORTHEAST OF THE CENTER OF FITTING CREEK, AND ABOUT 3 FEET HIGHER
 RY0189'THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0010 ***********************************************************************
 PZ0010  DESIGNATION -  25
 PZ0010  PID         -  PZ0010
 PZ0010  STATE/COUNTY-  ID/CLARK
 PZ0010  USGS QUAD   -  MONIDA (1968)
 PZ0010
 PZ0010                         *CURRENT SURVEY CONTROL
 PZ0010  ___________________________________________________________________
 PZ0010* NAD 83(1986)-  44 31 57.     (N)    112 16 07.     (W)     SCALED    
 PZ0010* NAVD 88     -      2049.499  (meters)    6724.06   (feet)  ADJUSTED  
 PZ0010  ___________________________________________________________________
 PZ0010  GEOID HEIGHT-          -9.95  (meters)                     GEOID03
 PZ0010  DYNAMIC HT  -        2048.318 (meters)    6720.19  (feet)  COMP
 PZ0010  MODELED GRAV-     979,967.8   (mgal)                       NAVD 88
 PZ0010
 PZ0010  VERT ORDER  -  FIRST     CLASS II
 PZ0010
 PZ0010.The horizontal coordinates were scaled from a topographic map and have
 PZ0010.an estimated accuracy of +/- 6 seconds.
 PZ0010
 PZ0010.The orthometric height was determined by differential leveling
 PZ0010.and adjusted by the National Geodetic Survey in June 1991..
 PZ0010
 PZ0010.The geoid height was determined by GEOID03.
 PZ0010
 PZ0010.The dynamic height is computed by dividing the NAVD 88
 PZ0010.geopotential number by the normal gravity value computed on the
 PZ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0010.degrees latitude (g = 980.6199 gals.).
 PZ0010
 PZ0010.The modeled gravity was interpolated from observed gravity values.
 PZ0010
 PZ0010;                    North         East    Units  Estimated Accuracy
 PZ0010;SPC ID E     -   318,370.      191,900.      MT  (+/- 180 meters Scaled)
 PZ0010
 PZ0010                          SUPERSEDED SURVEY CONTROL
 PZ0010
 PZ0010  NGVD 29 (??/??/92) 2048.153  (m)         6719.65   (f) ADJ UNCH    1 2
 PZ0010
 PZ0010.Superseded values are not recommended for survey control.
 PZ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0010.See file dsdata.txt to determine how the superseded data were derived.
 PZ0010
 PZ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ992318(NAD 83)
 PZ0010_MARKER: DD = SURVEY DISK
 PZ0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0010_SP_SET: CULVERT
 PZ0010_STAMPING: 25 6720.48
 PZ0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0010
 PZ0010  HISTORY     - Date     Condition        Report By
 PZ0010  HISTORY     - UNK      MONUMENTED       BPR
 PZ0010  HISTORY     - 1967     GOOD             NGS
 PZ0010
 PZ0010                          STATION DESCRIPTION
 PZ0010
 PZ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0010'3.35 MI N FROM HUMPHREY.
 PZ0010'3.35 MILES NORTH ALONG AN ASPHALT ROAD (FORMER U.S. HIGHWAY 91) FROM
 PZ0010'THE POST OFFICE AT HUMPHREY, 3.1 MILES SOUTHEAST OF MONIDA, MONTANA, 3
 PZ0010'1/2 POLES NORTHWEST OF UNION PACIFIC RAILROAD MILEPOLE 261.50, IN THE
 PZ0010'TOP OF THE NORTHEAST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 0.8
 PZ0010'FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL, 25 FEET
 PZ0010'NORTHEAST OF THE CENTER LINE OF THE ROAD, 61 FEET NORTHEAST AND ACROSS
 PZ0010'THE ROAD FROM INTERSTATE HIGHWAY RIGHT-OF-WAY FENCE,, AND ABOUT 4 FEET
 PZ0010'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0479 ***********************************************************************
 PY0479  DESIGNATION -  25
 PY0479  PID         -  PY0479
 PY0479  STATE/COUNTY-  ID/FREMONT
 PY0479  USGS QUAD   -  LAST CHANCE (1964)
 PY0479
 PY0479                         *CURRENT SURVEY CONTROL
 PY0479  ___________________________________________________________________
 PY0479* NAD 83(1986)-  44 17 17.     (N)    111 24 28.     (W)     SCALED    
 PY0479* NAVD 88     -      1878.534  (meters)    6163.16   (feet)  POSTED    
 PY0479  ___________________________________________________________________
 PY0479  GEOID HEIGHT-          -9.83  (meters)                     GEOID03
 PY0479  DYNAMIC HT  -        1877.500 (meters)    6159.76  (feet)  COMP
 PY0479  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 PY0479
 PY0479  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0479
 PY0479.The horizontal coordinates were scaled from a topographic map and have
 PY0479.an estimated accuracy of +/- 6 seconds.
 PY0479
 PY0479.The orthometric height was determined by differential leveling
 PY0479.and adjusted by the National Geodetic Survey in 1992..
 PY0479.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0479.rate of 0.0 thru 1.0 mm/km.
 PY0479
 PY0479.The geoid height was determined by GEOID03.
 PY0479
 PY0479.The dynamic height is computed by dividing the NAVD 88
 PY0479.geopotential number by the normal gravity value computed on the
 PY0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0479.degrees latitude (g = 980.6199 gals.).
 PY0479
 PY0479.The modeled gravity was interpolated from observed gravity values.
 PY0479
 PY0479;                    North         East    Units  Estimated Accuracy
 PY0479;SPC ID E     -   291,480.      260,570.      MT  (+/- 180 meters Scaled)
 PY0479
 PY0479                          SUPERSEDED SURVEY CONTROL
 PY0479
 PY0479  NGVD 29 (??/??/92) 1877.368  (m)         6159.33   (f) ADJ UNCH    2 0
 PY0479
 PY0479.Superseded values are not recommended for survey control.
 PY0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0479.See file dsdata.txt to determine how the superseded data were derived.
 PY0479
 PY0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ674039(NAD 83)
 PY0479_MARKER: DD = SURVEY DISK
 PY0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0479_SP_SET: CULVERT
 PY0479_STAMPING: 25 6161.32 1932
 PY0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0479
 PY0479  HISTORY     - Date     Condition        Report By
 PY0479  HISTORY     - 1932     MONUMENTED       BPR
 PY0479
 PY0479                          STATION DESCRIPTION
 PY0479
 PY0479'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 PY0479'24.6 MI N FROM ASHTON.
 PY0479'24.6 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0479'1.0 MILE SOUTH OF WOOD ROAD 15, 0.2 MILE NORTH OF WOOD ROAD 14, 18
 PY0479'FEET EAST OF THE HIGHWAY, AND IN THE CENTER OF THE TOP OF A ROCK HEAD
 PY0479'WALL OF A HIGHWAY CULVERT.  A UNITED STATES BUREAU OF PUBLIC ROADS
 PY0479'STANDARD DISK, STAMPED 25 6161.32 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0494 ***********************************************************************
 NW0494  DESIGNATION -  25 EMH
 NW0494  PID         -  NW0494
 NW0494  STATE/COUNTY-  ID/OWYHEE
 NW0494  USGS QUAD   -  BIG SPRINGS RANCH (1972)
 NW0494
 NW0494                         *CURRENT SURVEY CONTROL
 NW0494  ___________________________________________________________________
 NW0494* NAD 83(1986)-  42 35 39.     (N)    116 25 06.     (W)     SCALED    
 NW0494* NAVD 88     -      1820.810  (meters)    5973.77   (feet)  POSTED    
 NW0494  ___________________________________________________________________
 NW0494  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 NW0494  DYNAMIC HT  -        1819.570 (meters)    5969.71  (feet)  COMP
 NW0494  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 NW0494
 NW0494  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0494
 NW0494.The horizontal coordinates were scaled from a topographic map and have
 NW0494.an estimated accuracy of +/- 6 seconds.
 NW0494
 NW0494.The orthometric height was determined by differential leveling
 NW0494.and adjusted by the National Geodetic Survey in 1992..
 NW0494.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0494.rate of 0.0 thru 1.0 mm/km.
 NW0494
 NW0494.The geoid height was determined by GEOID03.
 NW0494
 NW0494.The dynamic height is computed by dividing the NAVD 88
 NW0494.geopotential number by the normal gravity value computed on the
 NW0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0494.degrees latitude (g = 980.6199 gals.).
 NW0494
 NW0494.The modeled gravity was interpolated from observed gravity values.
 NW0494
 NW0494;                    North         East    Units  Estimated Accuracy
 NW0494;SPC ID W     -   103,230.      745,150.      MT  (+/- 180 meters Scaled)
 NW0494
 NW0494                          SUPERSEDED SURVEY CONTROL
 NW0494
 NW0494.No superseded survey control is available for this station.
 NW0494
 NW0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH477159(NAD 83)
 NW0494_MARKER: DD = SURVEY DISK
 NW0494_SETTING: 66 = SET IN ROCK OUTCROP
 NW0494_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0494_STAMPING: 25 EMH 1972 5970
 NW0494_MARK LOGO: USGS  
 NW0494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0494+STABILITY: POSITION/ELEVATION WELL
 NW0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0494+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0494
 NW0494  HISTORY     - Date     Condition        Report By
 NW0494  HISTORY     - 1972     MONUMENTED       USGS
 NW0494
 NW0494                          STATION DESCRIPTION
 NW0494
 NW0494'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0494'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0494'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0494'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0494'TRACK ROAD, THENCE 2.0 MILES SOUTHEAST ALONG TRACK ROAD, 11.1 MILES
 NW0494'NORTHWEST OF UPPER BATTLE CREEK CROSSING, AT THE TOP OF A GRADE, 300
 NW0494'FEET NORTHWEST OF THE BEGINNING OF A SHARP CURVE RIGHT, 21 FEET
 NW0494'NORTHEAST AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, SET
 NW0494'IN A ROCK OUTCROP PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0451 ***********************************************************************
 NW0451  DESIGNATION -  25 FMK
 NW0451  PID         -  NW0451
 NW0451  STATE/COUNTY-  ID/OWYHEE
 NW0451  USGS QUAD   -  TRIANGLE FLAT (1990)
 NW0451
 NW0451                         *CURRENT SURVEY CONTROL
 NW0451  ___________________________________________________________________
 NW0451* NAD 83(1986)-  42 48 47.     (N)    116 38 22.     (W)     SCALED    
 NW0451* NAVD 88     -      1561.997  (meters)    5124.65   (feet)  POSTED    
 NW0451  ___________________________________________________________________
 NW0451  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 NW0451  DYNAMIC HT  -        1561.050 (meters)    5121.54  (feet)  COMP
 NW0451  MODELED GRAV-     979,956.7   (mgal)                       NAVD 88
 NW0451
 NW0451  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0451
 NW0451.The horizontal coordinates were scaled from a topographic map and have
 NW0451.an estimated accuracy of +/- 6 seconds.
 NW0451
 NW0451.The orthometric height was determined by differential leveling
 NW0451.and adjusted by the National Geodetic Survey in 1992..
 NW0451.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0451.rate of 0.0 thru 1.0 mm/km.
 NW0451
 NW0451.The geoid height was determined by GEOID03.
 NW0451
 NW0451.The dynamic height is computed by dividing the NAVD 88
 NW0451.geopotential number by the normal gravity value computed on the
 NW0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0451.degrees latitude (g = 980.6199 gals.).
 NW0451
 NW0451.The modeled gravity was interpolated from observed gravity values.
 NW0451
 NW0451;                    North         East    Units  Estimated Accuracy
 NW0451;SPC ID W     -   127,710.      727,260.      MT  (+/- 180 meters Scaled)
 NW0451
 NW0451                          SUPERSEDED SURVEY CONTROL
 NW0451
 NW0451.No superseded survey control is available for this station.
 NW0451
 NW0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH294401(NAD 83)
 NW0451_MARKER: DD = SURVEY DISK
 NW0451_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0451_SP_SET: PREFAB CONC. POST IN EARTH
 NW0451_STAMPING: 25 FMK 1964
 NW0451_MARK LOGO: USGS  
 NW0451_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0451+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0451
 NW0451  HISTORY     - Date     Condition        Report By
 NW0451  HISTORY     - 1964     MONUMENTED       USGS
 NW0451
 NW0451                          STATION DESCRIPTION
 NW0451
 NW0451'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0451'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0451'SOUTHEAST ALONG COUNTY ROAD, THENCE 25.53 MILES SOUTHEAST ALONG FLINT
 NW0451'CREEK ROAD.
 NW0451'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE ALONG COUNTY
 NW0451'ROAD, THENCE 23.7 MILES SOUTHWEST ALONG OREANA-TRIANGLE ROAD, 27 FEET
 NW0451'NORTHEAST OF THE CENTERLINE OF THE JUNCTION OF THE FLINT CREEK ROAD
 NW0451'AND THE OREANA-TRIANGLE ROAD, 11 FEET EAST OF SIGNPOST -JORDAN
 NW0451'VALLEY-, 6 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1204 ***********************************************************************
 OY1204  DESIGNATION -  25 FMK
 OY1204  PID         -  OY1204
 OY1204  STATE/COUNTY-  ID/BUTTE
 OY1204  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1204
 OY1204                         *CURRENT SURVEY CONTROL
 OY1204  ___________________________________________________________________
 OY1204* NAD 83(1986)-  43 30 21.     (N)    112 53 07.     (W)     SCALED    
 OY1204* NAVD 88     -      1504.176  (meters)    4934.95   (feet)  ADJUSTED  
 OY1204  ___________________________________________________________________
 OY1204  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 OY1204  DYNAMIC HT  -        1503.385 (meters)    4932.36  (feet)  COMP
 OY1204  MODELED GRAV-     980,040.4   (mgal)                       NAVD 88
 OY1204
 OY1204  VERT ORDER  -  FIRST     CLASS II
 OY1204
 OY1204.The horizontal coordinates were scaled from a topographic map and have
 OY1204.an estimated accuracy of +/- 6 seconds.
 OY1204
 OY1204.The orthometric height was determined by differential leveling
 OY1204.and adjusted by the National Geodetic Survey in December 1992..
 OY1204
 OY1204.The geoid height was determined by GEOID03.
 OY1204
 OY1204.The dynamic height is computed by dividing the NAVD 88
 OY1204.geopotential number by the normal gravity value computed on the
 OY1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1204.degrees latitude (g = 980.6199 gals.).
 OY1204
 OY1204.The modeled gravity was interpolated from observed gravity values.
 OY1204
 OY1204;                    North         East    Units  Estimated Accuracy
 OY1204;SPC ID C     -   204,900.      590,140.      MT  (+/- 180 meters Scaled)
 OY1204
 OY1204                          SUPERSEDED SURVEY CONTROL
 OY1204
 OY1204  NGVD 29 (08/20/92) 1503.126  (m)         4931.51   (f) ADJUSTED    1 2
 OY1204
 OY1204.Superseded values are not recommended for survey control.
 OY1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1204.See file dsdata.txt to determine how the superseded data were derived.
 OY1204
 OY1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP475187(NAD 83)
 OY1204_MARKER: DE = TRAVERSE STATION DISK
 OY1204_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY1204_SP_SET: PREFAB CONC. POST IN EARTH
 OY1204_STAMPING: 25 FMK 1973 4932
 OY1204_MARK LOGO: USGS  
 OY1204_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1204+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1204
 OY1204  HISTORY     - Date     Condition        Report By
 OY1204  HISTORY     - 1973     MONUMENTED       USGS
 OY1204  HISTORY     - 19920531 GOOD             NGS
 OY1204
 OY1204                          STATION DESCRIPTION
 OY1204
 OY1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1204'38.2 KM (23.75 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1204'OF U.S. HIGHWAY 93 IN ARCO, 24.7 M (81.0 FT) SOUTH OF AND LEVEL WITH
 OY1204'THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) NORTH OF A CAIRN, AND THE
 OY1204'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0082 ***********************************************************************
 QA0082  DESIGNATION -  25 JD
 QA0082  PID         -  QA0082
 QA0082  STATE/COUNTY-  ID/CUSTER
 QA0082  USGS QUAD   -  BAYHORSE LAKE (1980)
 QA0082
 QA0082                         *CURRENT SURVEY CONTROL
 QA0082  ___________________________________________________________________
 QA0082* NAD 83(1986)-  44 28 31.     (N)    114 26 25.     (W)     SCALED    
 QA0082* NAVD 88     -      2277.012  (meters)    7470.50   (feet)  ADJUSTED  
 QA0082  ___________________________________________________________________
 QA0082  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 QA0082  DYNAMIC HT  -        2275.595 (meters)    7465.85  (feet)  COMP
 QA0082  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 QA0082
 QA0082  VERT ORDER  -  SECOND    CLASS 0
 QA0082
 QA0082.The horizontal coordinates were scaled from a topographic map and have
 QA0082.an estimated accuracy of +/- 6 seconds.
 QA0082
 QA0082.The orthometric height was determined by differential leveling
 QA0082.and adjusted by the National Geodetic Survey in June 1991..
 QA0082
 QA0082.The geoid height was determined by GEOID03.
 QA0082
 QA0082.The dynamic height is computed by dividing the NAVD 88
 QA0082.geopotential number by the normal gravity value computed on the
 QA0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0082.degrees latitude (g = 980.6199 gals.).
 QA0082
 QA0082.The modeled gravity was interpolated from observed gravity values.
 QA0082
 QA0082;                    North         East    Units  Estimated Accuracy
 QA0082;SPC ID C     -   312,100.      464,970.      MT  (+/- 180 meters Scaled)
 QA0082
 QA0082                          SUPERSEDED SURVEY CONTROL
 QA0082
 QA0082  NGVD 29 (??/??/92) 2275.644  (m)         7466.01   (f) ADJ UNCH    2 0
 QA0082
 QA0082.Superseded values are not recommended for survey control.
 QA0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0082.See file dsdata.txt to determine how the superseded data were derived.
 QA0082
 QA0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK035278(NAD 83)
 QA0082_MARKER: DD = SURVEY DISK
 QA0082_SETTING: 80 = SET IN A BOULDER
 QA0082_STAMPING: 25 JD 1959 7465
 QA0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0082+STABILITY: SURFACE MOTION
 QA0082
 QA0082  HISTORY     - Date     Condition        Report By
 QA0082  HISTORY     - 1959     MONUMENTED       USGS
 QA0082  HISTORY     - 1960     GOOD             NGS
 QA0082
 QA0082                          STATION DESCRIPTION
 QA0082
 QA0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0082'14.05 MI W FROM CHALLIS.
 QA0082'14.05 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST
 QA0082'OFFICE AT CHALLIS, AT THE CROSSING OF MILL CREEK, IN TOP OF A 3-BY 3
 QA0082'1/2-FOOT BOULDER WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 78
 QA0082'FEET NORTH OF THE CENTER LINE OF THE ROAD, 102 FEET NORTHWEST OF THE
 QA0082'NORTHWEST CORNER OF A WOODEN BRIDGE OVER THE CREEK, 2.5 FEET NORTH OF
 QA0082'A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0551 ***********************************************************************
 NW0551  DESIGNATION -  25 MDC
 NW0551  PID         -  NW0551
 NW0551  STATE/COUNTY-  ID/OWYHEE
 NW0551  USGS QUAD   -  PLEASANT VALLEY (1973)
 NW0551
 NW0551                         *CURRENT SURVEY CONTROL
 NW0551  ___________________________________________________________________
 NW0551* NAD 83(1986)-  42 31 37.     (N)    116 50 07.     (W)     SCALED    
 NW0551* NAVD 88     -      1679.893  (meters)    5511.45   (feet)  POSTED    
 NW0551  ___________________________________________________________________
 NW0551  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 NW0551  DYNAMIC HT  -        1678.770 (meters)    5507.76  (feet)  COMP
 NW0551  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 NW0551
 NW0551  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0551
 NW0551.The horizontal coordinates were scaled from a topographic map and have
 NW0551.an estimated accuracy of +/- 6 seconds.
 NW0551
 NW0551.The orthometric height was determined by differential leveling
 NW0551.and adjusted by the National Geodetic Survey in 1992..
 NW0551.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0551.rate of 0.0 thru 1.0 mm/km.
 NW0551
 NW0551.The geoid height was determined by GEOID03.
 NW0551
 NW0551.The dynamic height is computed by dividing the NAVD 88
 NW0551.geopotential number by the normal gravity value computed on the
 NW0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0551.degrees latitude (g = 980.6199 gals.).
 NW0551
 NW0551.The modeled gravity was interpolated from observed gravity values.
 NW0551
 NW0551;                    North         East    Units  Estimated Accuracy
 NW0551;SPC ID W     -    96,120.      710,840.      MT  (+/- 180 meters Scaled)
 NW0551
 NW0551                          SUPERSEDED SURVEY CONTROL
 NW0551
 NW0551.No superseded survey control is available for this station.
 NW0551
 NW0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH135082(NAD 83)
 NW0551_MARKER: DD = SURVEY DISK
 NW0551_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NW0551+WITH SETTING: PAVEMENT
 NW0551_SP_SET: CATTLEGUARD BASE
 NW0551_STAMPING: 25 MDC 1973 5507
 NW0551_MARK LOGO: USGS  
 NW0551_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0551+STABILITY: SURFACE MOTION
 NW0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0551+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0551
 NW0551  HISTORY     - Date     Condition        Report By
 NW0551  HISTORY     - 1973     MONUMENTED       USGS
 NW0551
 NW0551                          STATION DESCRIPTION
 NW0551
 NW0551'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0551'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0551'SOUTH ALONG A GRAVELED ROAD, THENCE 24.9 MILES SOUTH AND EAST ALONG A
 NW0551'DIRT ROAD TOWARD GRANDVIEW, IDAHO, AT A FENCE CROSSING AND
 NW0551'CATTLEGUARD, 8 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 1.0 FOOT
 NW0551'LOWER THAN THE ROAD BED, CEMENTED 3 FEET NORTHEAST OF THE WEST CORNER
 NW0551'OF THE NORTHWEST SIDE OF THE CONCRETE BASE OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0317 ***********************************************************************
 RA0317  DESIGNATION -  25 N
 RA0317  PID         -  RA0317
 RA0317  STATE/COUNTY-  ID/ADAMS
 RA0317  USGS QUAD   -  WHITE MONUMENT (1990)
 RA0317
 RA0317                         *CURRENT SURVEY CONTROL
 RA0317  ___________________________________________________________________
 RA0317* NAD 83(1986)-  45 11 17.     (N)    116 42 55.     (W)     SCALED    
 RA0317* NAVD 88     -       481.347  (meters)    1579.22   (feet)  ADJUSTED  
 RA0317  ___________________________________________________________________
 RA0317  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 RA0317  DYNAMIC HT  -         481.199 (meters)    1578.73  (feet)  COMP
 RA0317  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 RA0317
 RA0317  VERT ORDER  -  SECOND    CLASS 0
 RA0317
 RA0317.The horizontal coordinates were scaled from a topographic map and have
 RA0317.an estimated accuracy of +/- 6 seconds.
 RA0317
 RA0317.The orthometric height was determined by differential leveling
 RA0317.and adjusted by the National Geodetic Survey in June 1991..
 RA0317
 RA0317.The geoid height was determined by GEOID03.
 RA0317
 RA0317.The dynamic height is computed by dividing the NAVD 88
 RA0317.geopotential number by the normal gravity value computed on the
 RA0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0317.degrees latitude (g = 980.6199 gals.).
 RA0317
 RA0317.The modeled gravity was interpolated from observed gravity values.
 RA0317
 RA0317;                    North         East    Units  Estimated Accuracy
 RA0317;SPC ID W     -   391,660.      724,150.      MT  (+/- 180 meters Scaled)
 RA0317
 RA0317                          SUPERSEDED SURVEY CONTROL
 RA0317
 RA0317  NGVD 29 (??/??/92)  480.264  (m)         1575.67   (f) ADJ UNCH    2 0
 RA0317
 RA0317.Superseded values are not recommended for survey control.
 RA0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0317.See file dsdata.txt to determine how the superseded data were derived.
 RA0317
 RA0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL223038(NAD 83)
 RA0317_MARKER: Z = SEE DESCRIPTION
 RA0317_SETTING: 80 = SET IN A BOULDER
 RA0317_SP_SET: BOULDER
 RA0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0317+STABILITY: SURFACE MOTION
 RA0317
 RA0317  HISTORY     - Date     Condition        Report By
 RA0317  HISTORY     - UNK      MONUMENTED       DOD
 RA0317  HISTORY     - 1946     GOOD             NGS
 RA0317
 RA0317                          STATION DESCRIPTION
 RA0317
 RA0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0317'14.1 MI NE FROM HOMESTEAD, OR.
 RA0317'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0317'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0317'LEDGE MINE ROAD, THENCE 11.9 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0317'ROAD, BENCH MARK IS DIRECTLY EAST OF THE LOWER END OF A PROMINENT
 RA0317'RAPID IN THE SNAKE RIVER, 49.0 FEET SOUTH OF A 2 1/2-FOOT LONE PINE
 RA0317'TREE, 22.8 FEET WEST OF CENTER OF THE ROAD, AN OUTLINED CHISELED
 RA0317'PYRAMID CUT ON TOP OF THE HIGHEST POINT OF A HUGE BOULDER, ABOUT 1
 RA0317'FOOT ABOVE THE ROAD, PAINTED USSBM NO. 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0763 ***********************************************************************
 OH0763  DESIGNATION -  2529.10
 OH0763  PID         -  OH0763
 OH0763  STATE/COUNTY-  ID/CANYON
 OH0763  USGS QUAD   -  LAKE LOWELL (1971)
 OH0763
 OH0763                         *CURRENT SURVEY CONTROL
 OH0763  ___________________________________________________________________
 OH0763* NAD 83(1986)-  43 36 14.     (N)    116 42 46.     (W)     SCALED    
 OH0763* NAVD 88     -       771.829  (meters)    2532.24   (feet)  ADJUSTED  
 OH0763  ___________________________________________________________________
 OH0763  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 OH0763  DYNAMIC HT  -         771.551 (meters)    2531.33  (feet)  COMP
 OH0763  MODELED GRAV-     980,234.5   (mgal)                       NAVD 88
 OH0763
 OH0763  VERT ORDER  -  SECOND    CLASS 0
 OH0763
 OH0763.The horizontal coordinates were scaled from a topographic map and have
 OH0763.an estimated accuracy of +/- 6 seconds.
 OH0763
 OH0763.The orthometric height was determined by differential leveling
 OH0763.and adjusted by the National Geodetic Survey in June 1991..
 OH0763
 OH0763.The geoid height was determined by GEOID03.
 OH0763
 OH0763.The dynamic height is computed by dividing the NAVD 88
 OH0763.geopotential number by the normal gravity value computed on the
 OH0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0763.degrees latitude (g = 980.6199 gals.).
 OH0763
 OH0763.The modeled gravity was interpolated from observed gravity values.
 OH0763
 OH0763;                    North         East    Units  Estimated Accuracy
 OH0763;SPC ID W     -   215,630.      722,270.      MT  (+/- 180 meters Scaled)
 OH0763
 OH0763                          SUPERSEDED SURVEY CONTROL
 OH0763
 OH0763  NGVD 29 (??/??/92)  770.881  (m)         2529.13   (f) ADJ UNCH    2 0
 OH0763
 OH0763.Superseded values are not recommended for survey control.
 OH0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0763.See file dsdata.txt to determine how the superseded data were derived.
 OH0763
 OH0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ231279(NAD 83)
 OH0763_MARKER: DD = SURVEY DISK
 OH0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0763_STAMPING: 33 4+69.2 B M 2529.10
 OH0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0763+STABILITY: SURFACE MOTION
 OH0763
 OH0763  HISTORY     - Date     Condition        Report By
 OH0763  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0763  HISTORY     - 1951     GOOD             NGS
 OH0763  HISTORY     - 20020930 MARK NOT FOUND   IDTD
 OH0763
 OH0763                          STATION DESCRIPTION
 OH0763
 OH0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0763'5.4 MI S FROM CALDWELL.
 OH0763'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, .05 MILE
 OH0763'SOUTHEAST TO KIMBALL AVE., THENCE 5.35 MILES SOUTHWEST ALONG KIMBALL
 OH0763'AVE LEADING TO MARSING, AT A Y JUNCTION WHERE HIGHWAY 20 GOES ON EAST
 OH0763'TO NAMPA AND HIGHWAY LEADING NORTH TO CALDWELL, LINE GOES NORTH TO
 OH0763'CALDWELL AND WEST TO MARSING, AT THE NORTH END OF THE TURN NORTH AND
 OH0763'EAST OF HIGHWAY, HIGHWAY FROM CALDWELL TO MARSING TURNS WEST FROM THE
 OH0763'NORTH, 24.7 FEET NORTH OF THE NORTHEAST CORNER OF THE WING WALL OF A
 OH0763'CONCRETE CULVERT UNDER THE ROAD, 33 FEET EAST OF THE CENTER LINE OF
 OH0763'THE HIGHWAY, 1.1 FEET EAST OF TELEPHONE POLE NUMBER 30, 0.7 FOOT NORTH
 OH0763'OF THE WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN
 OH0763'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OH0763
 OH0763                          STATION RECOVERY (2002)
 OH0763
 OH0763'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JLG)
 OH0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0762 ***********************************************************************
 OH0762  DESIGNATION -  2529.81
 OH0762  PID         -  OH0762
 OH0762  STATE/COUNTY-  ID/CANYON
 OH0762  USGS QUAD   -  LAKE LOWELL (1971)
 OH0762
 OH0762                         *CURRENT SURVEY CONTROL
 OH0762  ___________________________________________________________________
 OH0762* NAD 83(1986)-  43 36 14.     (N)    116 42 46.     (W)     SCALED    
 OH0762* NAVD 88     -       772.061  (meters)    2533.00   (feet)  ADJUSTED  
 OH0762  ___________________________________________________________________
 OH0762  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 OH0762  DYNAMIC HT  -         771.783 (meters)    2532.09  (feet)  COMP
 OH0762  MODELED GRAV-     980,234.5   (mgal)                       NAVD 88
 OH0762
 OH0762  VERT ORDER  -  SECOND    CLASS 0
 OH0762
 OH0762.The horizontal coordinates were scaled from a topographic map and have
 OH0762.an estimated accuracy of +/- 6 seconds.
 OH0762
 OH0762.The orthometric height was determined by differential leveling
 OH0762.and adjusted by the National Geodetic Survey in June 1991..
 OH0762
 OH0762.The geoid height was determined by GEOID03.
 OH0762
 OH0762.The dynamic height is computed by dividing the NAVD 88
 OH0762.geopotential number by the normal gravity value computed on the
 OH0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0762.degrees latitude (g = 980.6199 gals.).
 OH0762
 OH0762.The modeled gravity was interpolated from observed gravity values.
 OH0762
 OH0762;                    North         East    Units  Estimated Accuracy
 OH0762;SPC ID W     -   215,630.      722,270.      MT  (+/- 180 meters Scaled)
 OH0762
 OH0762                          SUPERSEDED SURVEY CONTROL
 OH0762
 OH0762  NGVD 29 (??/??/92)  771.113  (m)         2529.89   (f) ADJ UNCH    2 0
 OH0762
 OH0762.Superseded values are not recommended for survey control.
 OH0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0762.See file dsdata.txt to determine how the superseded data were derived.
 OH0762
 OH0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ231279(NAD 83)
 OH0762_MARKER: DD = SURVEY DISK
 OH0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0762_STAMPING: 423+67.4 P I 46.67-C B M 2529.81
 OH0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0762+STABILITY: SURFACE MOTION
 OH0762
 OH0762  HISTORY     - Date     Condition        Report By
 OH0762  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0762  HISTORY     - 1951     GOOD             NGS
 OH0762  HISTORY     - 20021003 MARK NOT FOUND   IDTD
 OH0762
 OH0762                          STATION DESCRIPTION
 OH0762
 OH0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0762'5.4 MI S FROM CALDWELL.
 OH0762'5.4 MILES SOUTH ALONG KIMBALL AVE AND AN ASPHALT ROAD FROM THE UNION
 OH0762'PACIFIC RAILROAD STATION AT CALDWELL, AT THE JUNCTION OF HIGHWAY 20,
 OH0762'ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A TRIANGLE FORMED BY
 OH0762'THE JUNCTION, 34 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 20, 32 FEET
 OH0762'EAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING SOUTH, 9 FEET EAST OF
 OH0762'A FENCE CORNER POST, AND DIRECTLY UNDER A FENCE LINE, AND ABOUT LEVEL
 OH0762'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 OH0762'ABOVE THE GROUND.
 OH0762
 OH0762                          STATION RECOVERY (2002)
 OH0762
 OH0762'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JLG)
 OH0762'CONCRETE POST FOUND AT DESCRIBED LOCATION WITH DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0969 ***********************************************************************
 NU0969  DESIGNATION -  2536.65
 NU0969  PID         -  NU0969
 NU0969  STATE/COUNTY-  ID/CASSIA
 NU0969  USGS QUAD   -  BRIDGE (1976)
 NU0969
 NU0969                         *CURRENT SURVEY CONTROL
 NU0969  ___________________________________________________________________
 NU0969* NAD 83(1986)-  42 10 08.     (N)    113 20 39.     (W)     SCALED    
 NU0969* NAVD 88     -      1438.923  (meters)    4720.87   (feet)  ADJUSTED  
 NU0969  ___________________________________________________________________
 NU0969  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 NU0969  DYNAMIC HT  -        1437.958 (meters)    4717.70  (feet)  COMP
 NU0969  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 NU0969
 NU0969  VERT ORDER  -  FIRST     CLASS II
 NU0969
 NU0969.The horizontal coordinates were scaled from a topographic map and have
 NU0969.an estimated accuracy of +/- 6 seconds.
 NU0969
 NU0969.The orthometric height was determined by differential leveling
 NU0969.and adjusted by the National Geodetic Survey in June 1991..
 NU0969
 NU0969.The geoid height was determined by GEOID03.
 NU0969
 NU0969.The dynamic height is computed by dividing the NAVD 88
 NU0969.geopotential number by the normal gravity value computed on the
 NU0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0969.degrees latitude (g = 980.6199 gals.).
 NU0969
 NU0969.The modeled gravity was interpolated from observed gravity values.
 NU0969
 NU0969;                    North         East    Units  Estimated Accuracy
 NU0969;SPC ID C     -    55,990.      554,190.      MT  (+/- 180 meters Scaled)
 NU0969
 NU0969                          SUPERSEDED SURVEY CONTROL
 NU0969
 NU0969  NGVD 29 (??/??/92) 1437.845  (m)         4717.33   (f) ADJ UNCH    1 2
 NU0969
 NU0969.Superseded values are not recommended for survey control.
 NU0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0969.See file dsdata.txt to determine how the superseded data were derived.
 NU0969
 NU0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM063711(NAD 83)
 NU0969_MARKER: DB = BENCH MARK DISK
 NU0969_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU0969_SP_SET: PREFAB CONC. POST IN EARTH
 NU0969_STAMPING: O.F.F. 204.64 B.M. 2336.65
 NU0969_MARK LOGO: IDPWD 
 NU0969_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0969
 NU0969  HISTORY     - Date     Condition        Report By
 NU0969  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0969  HISTORY     - 1934     GOOD             NGS
 NU0969  HISTORY     - 1968     GOOD             USGS
 NU0969  HISTORY     - 19741119 GOOD             USGS
 NU0969
 NU0969                          STATION DESCRIPTION
 NU0969
 NU0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0969'9.6 MI S FROM MALTA.
 NU0969'9.6 MILES SOUTH ALONG U.S. HIGHWAY 30 S FROM THE SPEED LIMIT SIGN AND
 NU0969'BRIDGE AT MALTA, AND 130 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 NU0969'AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED O.F.F.
 NU0969'204.64 B.M. 2536.65 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 NU0969'ACTUAL STAMPING OF THE IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK
 NU0969'WAS FOUND TO BE O.F.F.204.64 B.M. 2336.65.
 NU0969
 NU0969                          STATION RECOVERY (1968)
 NU0969
 NU0969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU0969'RECOVERED IN GOOD CONDITION.
 NU0969
 NU0969                          STATION RECOVERY (1974)
 NU0969
 NU0969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0282 ***********************************************************************
 TO0282  DESIGNATION -  2543 PR
 TO0282  PID         -  TO0282
 TO0282  STATE/COUNTY-  ID/BONNER
 TO0282  USGS QUAD   -  COOLIN (1996)
 TO0282
 TO0282                         *CURRENT SURVEY CONTROL
 TO0282  ___________________________________________________________________
 TO0282* NAD 83(1986)-  48 24 53.     (N)    116 50 01.     (W)     SCALED    
 TO0282* NAVD 88     -       776.995  (meters)    2549.19   (feet)  ADJUSTED  
 TO0282  ___________________________________________________________________
 TO0282  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 TO0282  DYNAMIC HT  -         777.063 (meters)    2549.41  (feet)  COMP
 TO0282  MODELED GRAV-     980,673.1   (mgal)                       NAVD 88
 TO0282
 TO0282  VERT ORDER  -  FIRST     CLASS II
 TO0282
 TO0282.The horizontal coordinates were scaled from a topographic map and have
 TO0282.an estimated accuracy of +/- 6 seconds.
 TO0282
 TO0282.The orthometric height was determined by differential leveling
 TO0282.and adjusted by the National Geodetic Survey in June 1991..
 TO0282
 TO0282.The geoid height was determined by GEOID03.
 TO0282
 TO0282.The dynamic height is computed by dividing the NAVD 88
 TO0282.geopotential number by the normal gravity value computed on the
 TO0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0282.degrees latitude (g = 980.6199 gals.).
 TO0282
 TO0282.The modeled gravity was interpolated from observed gravity values.
 TO0282
 TO0282;                    North         East    Units  Estimated Accuracy
 TO0282;SPC ID W     -   750,450.      719,790.      MT  (+/- 180 meters Scaled)
 TO0282
 TO0282                          SUPERSEDED SURVEY CONTROL
 TO0282
 TO0282  NGVD 29 (??/??/92)  775.801  (m)         2545.27   (f) ADJ UNCH    1 2
 TO0282
 TO0282.Superseded values are not recommended for survey control.
 TO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0282.See file dsdata.txt to determine how the superseded data were derived.
 TO0282
 TO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP123624(NAD 83)
 TO0282_MARKER: P = PIPE CAP
 TO0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0282_SP_SET: CONCRETE COLLAR
 TO0282_STAMPING: 2543 P.R.
 TO0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0282
 TO0282  HISTORY     - Date     Condition        Report By
 TO0282  HISTORY     - UNK      MONUMENTED       USGS
 TO0282  HISTORY     - 1942     GOOD             NGS
 TO0282
 TO0282                          STATION DESCRIPTION
 TO0282
 TO0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0282'4.2 MI S FROM COOLIN.
 TO0282'4.2 MILES SOUTH OF POST OFFICE ON EAST BRANCH ROAD, 185 FEET SOUTH AND
 TO0282'25 FEET WEST OF JUNCTION OF EAST BRANCH AND NORTH FORK ROADS, SET IN
 TO0282'CONCRETE COLLAR-- IRON POST STAMPED 2543 P.R., WITNESS POST SET.
 TO0282'STAMPED 2543 P.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0322 ***********************************************************************
 QB0322  DESIGNATION -  2544
 QB0322  PID         -  QB0322
 QB0322  STATE/COUNTY-  ID/WASHINGTON
 QB0322  USGS QUAD   -  MIDVALE (1986)
 QB0322
 QB0322                         *CURRENT SURVEY CONTROL
 QB0322  ___________________________________________________________________
 QB0322* NAD 83(1986)-  44 28 15.     (N)    116 44 04.     (W)     SCALED    
 QB0322* NAVD 88     -       776.646  (meters)    2548.05   (feet)  ADJUSTED  
 QB0322  ___________________________________________________________________
 QB0322  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 QB0322  DYNAMIC HT  -         776.416 (meters)    2547.29  (feet)  COMP
 QB0322  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 QB0322
 QB0322  VERT ORDER  -  FIRST     CLASS II
 QB0322
 QB0322.The horizontal coordinates were scaled from a topographic map and have
 QB0322.an estimated accuracy of +/- 6 seconds.
 QB0322
 QB0322.The orthometric height was determined by differential leveling
 QB0322.and adjusted by the National Geodetic Survey in June 1991..
 QB0322.WARNING-Repeat measurements at this control monument indicate possible
 QB0322.vertical movement.
 QB0322
 QB0322.The geoid height was determined by GEOID03.
 QB0322
 QB0322.The dynamic height is computed by dividing the NAVD 88
 QB0322.geopotential number by the normal gravity value computed on the
 QB0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0322.degrees latitude (g = 980.6199 gals.).
 QB0322
 QB0322.The modeled gravity was interpolated from observed gravity values.
 QB0322
 QB0322;                    North         East    Units  Estimated Accuracy
 QB0322;SPC ID W     -   311,980.      721,670.      MT  (+/- 180 meters Scaled)
 QB0322
 QB0322                          SUPERSEDED SURVEY CONTROL
 QB0322
 QB0322  NGVD 29 (??/??/92)  775.642  (m)         2544.75   (f) ADJ UNCH    1 2
 QB0322
 QB0322.Superseded values are not recommended for survey control.
 QB0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0322.See file dsdata.txt to determine how the superseded data were derived.
 QB0322
 QB0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK211242(NAD 83)
 QB0322_MARKER: DD = SURVEY DISK
 QB0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0322_SP_SET: BUILDING
 QB0322_STAMPING: 2544 W
 QB0322_MARK LOGO: USGS  
 QB0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0322
 QB0322  HISTORY     - Date     Condition        Report By
 QB0322  HISTORY     - UNK      MONUMENTED       USGS
 QB0322  HISTORY     - 1965     GOOD             NGS
 QB0322  HISTORY     - 1983     GOOD             NGS
 QB0322  HISTORY     - 20010502 MARK NOT FOUND   IDTD
 QB0322
 QB0322                          STATION DESCRIPTION
 QB0322
 QB0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QB0322'IN MIDVALE.
 QB0322'AT MIDVALE IN THE CONCRETE BLOCK BUILDING, THAT WAS FORMERLY THE BANK,
 QB0322'WHICH IS PAINTED WHITE AND IS AN APARTMENT, 190 FEET SOUTHWEST OF THE
 QB0322'POST OFFICE, 100 FEET SOUTH OF BRIDGE STREET, 45 FEET WEST OF THE
 QB0322'CENTER OF DEPOT STREET AND 4 FEET ABOVE THE SIDEWALK, SET VERTICALLY.
 QB0322'NOTE-- A DOOR JAM WITH A METAL PATCH 6 INCHES IN DIAMETER COVERS ABOUT
 QB0322'HALF OF THE DISK.  THE METAL PATCH WAS NOT REMOVED TO VERIFY THE
 QB0322'STAMPING BUT THE LETTER W IS VISIBLE OUTSIDE OF THE PATCH.
 QB0322
 QB0322                          STATION RECOVERY (1983)
 QB0322
 QB0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0322'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MIDVALE,
 QB0322'SET VERTICALLY IN THE NORTH FACE OF THE SOUTH DOOR JAM OF A BLOCK
 QB0322'BUILDING ON THE SOUTHEAST CORNER OF BRIDGE STREET AND WASHINGTON
 QB0322'AVENUE, 0.25 KM (0.15 MI) WEST OF THE WEST END OF THE STEEL BRIDGE
 QB0322'OVER THE WEISER RIVER, 0.1 KM (0.05 MI) EAST OF THE INTERSECTION OF US
 QB0322'HIGHWAY 95, 51.5 METERS (169 FT) WEST OF BM Y 321, 29.7 METERS (97.5
 QB0322'FT) SOUTH OF THE CENTERLINE OF THE STREET, 13.4 METERS (44 FT) EAST OF
 QB0322'THE CENTERLINE OF THE AVENUE, 2.1 METERS (7.0 FT) SOUTH OF THE
 QB0322'NORTHWEST CORNER OF THE BUILDING, 1.5 METERS (5 FT) ABOVE THE GROUND.
 QB0322'STAMPING IS W 10 2544.
 QB0322'THE MARK IS 1.5 M ABOVE THE AVENUE.
 QB0322
 QB0322                          STATION RECOVERY (2001)
 QB0322
 QB0322'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (BEK)
 QB0322'BUILDING HAS BEEN TORN DOWN. DISK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0185 ***********************************************************************
 OH0185  DESIGNATION -  2549.2
 OH0185  PID         -  OH0185
 OH0185  STATE/COUNTY-  ID/GEM
 OH0185  USGS QUAD   -  NORTHEAST EMMETT (1985)
 OH0185
 OH0185                         *CURRENT SURVEY CONTROL
 OH0185  ___________________________________________________________________
 OH0185* NAD 83(1986)-  43 54 59.     (N)    116 22 51.     (W)     SCALED    
 OH0185* NAVD 88     -       778.114  (meters)    2552.86   (feet)  ADJUSTED  
 OH0185  ___________________________________________________________________
 OH0185  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 OH0185  DYNAMIC HT  -         777.843 (meters)    2551.97  (feet)  COMP
 OH0185  MODELED GRAV-     980,245.3   (mgal)                       NAVD 88
 OH0185
 OH0185  VERT ORDER  -  SECOND    CLASS 0
 OH0185
 OH0185.The horizontal coordinates were scaled from a topographic map and have
 OH0185.an estimated accuracy of +/- 6 seconds.
 OH0185
 OH0185.The orthometric height was determined by differential leveling
 OH0185.and adjusted by the National Geodetic Survey in June 1991..
 OH0185
 OH0185.The geoid height was determined by GEOID03.
 OH0185
 OH0185.The dynamic height is computed by dividing the NAVD 88
 OH0185.geopotential number by the normal gravity value computed on the
 OH0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0185.degrees latitude (g = 980.6199 gals.).
 OH0185
 OH0185.The modeled gravity was interpolated from observed gravity values.
 OH0185
 OH0185;                    North         East    Units  Estimated Accuracy
 OH0185;SPC ID W     -   250,100.      749,340.      MT  (+/- 180 meters Scaled)
 OH0185
 OH0185                          SUPERSEDED SURVEY CONTROL
 OH0185
 OH0185  NGVD 29 (??/??/92)  777.138  (m)         2549.66   (f) ADJ UNCH    2 0
 OH0185
 OH0185.Superseded values are not recommended for survey control.
 OH0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0185.See file dsdata.txt to determine how the superseded data were derived.
 OH0185
 OH0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ497627(NAD 83)
 OH0185_MARKER: X = CHISELED CROSS
 OH0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0185_SP_SET: CULVERT
 OH0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0185
 OH0185  HISTORY     - Date     Condition        Report By
 OH0185  HISTORY     - UNK      MONUMENTED       USGS
 OH0185  HISTORY     - 1935     GOOD             NGS
 OH0185
 OH0185                          STATION DESCRIPTION
 OH0185
 OH0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0185'3.1 MI W FROM MONTOUR.
 OH0185'3.1 MILES WEST ALONG STATE HIGHWAY 16 FROM THE HIGH SCHOOL AT MONTOUR,
 OH0185'GEM COUNTY, 300 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE J.W.
 OH0185'SMITH RANCH HOUSE, 33 FEET EAST OF THE SMALL WOODEN BRIDGE OVER
 OH0185'ANDERSON CREEK, 12 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A
 OH0185'FLOOD GATE IN THE HIGHWAY DITCH, AND ON THE TOP OF THE NORTH END OF A
 OH0185'CONCRETE RETAINING WALL.  A CHISELED CROSS, PAINTED 2549.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0183 ***********************************************************************
 OH0183  DESIGNATION -  2556.7
 OH0183  PID         -  OH0183
 OH0183  STATE/COUNTY-  ID/GEM
 OH0183  USGS QUAD   -  NORTHEAST EMMETT (1985)
 OH0183
 OH0183                         *CURRENT SURVEY CONTROL
 OH0183  ___________________________________________________________________
 OH0183* NAD 83(1986)-  43 54 58.     (N)    116 23 58.     (W)     SCALED    
 OH0183* NAVD 88     -       780.400  (meters)    2560.36   (feet)  ADJUSTED  
 OH0183  ___________________________________________________________________
 OH0183  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 OH0183  DYNAMIC HT  -         780.126 (meters)    2559.46  (feet)  COMP
 OH0183  MODELED GRAV-     980,243.1   (mgal)                       NAVD 88
 OH0183
 OH0183  VERT ORDER  -  SECOND    CLASS 0
 OH0183
 OH0183.The horizontal coordinates were scaled from a topographic map and have
 OH0183.an estimated accuracy of +/- 6 seconds.
 OH0183
 OH0183.The orthometric height was determined by differential leveling
 OH0183.and adjusted by the National Geodetic Survey in June 1991..
 OH0183
 OH0183.The geoid height was determined by GEOID03.
 OH0183
 OH0183.The dynamic height is computed by dividing the NAVD 88
 OH0183.geopotential number by the normal gravity value computed on the
 OH0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0183.degrees latitude (g = 980.6199 gals.).
 OH0183
 OH0183.The modeled gravity was interpolated from observed gravity values.
 OH0183
 OH0183;                    North         East    Units  Estimated Accuracy
 OH0183;SPC ID W     -   250,080.      747,840.      MT  (+/- 180 meters Scaled)
 OH0183
 OH0183                          SUPERSEDED SURVEY CONTROL
 OH0183
 OH0183  NGVD 29 (??/??/92)  779.423  (m)         2557.16   (f) ADJ UNCH    2 0
 OH0183
 OH0183.Superseded values are not recommended for survey control.
 OH0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0183.See file dsdata.txt to determine how the superseded data were derived.
 OH0183
 OH0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ482627(NAD 83)
 OH0183_MARKER: Q = CHISELED SQUARE
 OH0183_SETTING: 80 = SET IN A BOULDER
 OH0183_SP_SET: LAVA BOULDER
 OH0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0183+STABILITY: SURFACE MOTION
 OH0183
 OH0183  HISTORY     - Date     Condition        Report By
 OH0183  HISTORY     - UNK      MONUMENTED       USGS
 OH0183  HISTORY     - 1935     GOOD             NGS
 OH0183
 OH0183                          STATION DESCRIPTION
 OH0183
 OH0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0183'4.1 MI W FROM EMMETT.
 OH0183'4.1 MILES WEST ALONG STATE HIGHWAY 16 FROM THE HIGH SCHOOL AT MONTOUR,
 OH0183'GEM COUNTY, AT THE EAST EDGE OF A CURVE, 70 FEET NORTHEAST OF A SMALL
 OH0183'WOODEN BRIDGE, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 17.5
 OH0183'FEET NORTH OF THE CENTERLINE OF A RANCH ROAD LEADING EAST, 8 FEET
 OH0183'NORTH OF A GATE POST, AT A FENCE IN THE TOP OF A LAVA BOULDER, AND
 OH0183'FLUSH WITH THE GROUND.  A CHISELED SQUARE, PAINTED 2556.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0799 ***********************************************************************
 RZ0799  DESIGNATION -  2564
 RZ0799  PID         -  RZ0799
 RZ0799  STATE/COUNTY-  ID/LATAH
 RZ0799  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0799
 RZ0799                         *CURRENT SURVEY CONTROL
 RZ0799  ___________________________________________________________________
 RZ0799* NAD 83(1986)-  46 43 51.     (N)    117 00 27.     (W)     SCALED    
 RZ0799* NAVD 88     -       782.382  (meters)    2566.86   (feet)  ADJUSTED  
 RZ0799  ___________________________________________________________________
 RZ0799  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 RZ0799  DYNAMIC HT  -         782.322 (meters)    2566.67  (feet)  COMP
 RZ0799  MODELED GRAV-     980,512.2   (mgal)                       NAVD 88
 RZ0799
 RZ0799  VERT ORDER  -  SECOND    CLASS 0
 RZ0799
 RZ0799.The horizontal coordinates were scaled from a topographic map and have
 RZ0799.an estimated accuracy of +/- 6 seconds.
 RZ0799
 RZ0799.The orthometric height was determined by differential leveling
 RZ0799.and adjusted by the National Geodetic Survey in June 1991..
 RZ0799
 RZ0799.The geoid height was determined by GEOID03.
 RZ0799
 RZ0799.The dynamic height is computed by dividing the NAVD 88
 RZ0799.geopotential number by the normal gravity value computed on the
 RZ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0799.degrees latitude (g = 980.6199 gals.).
 RZ0799
 RZ0799.The modeled gravity was interpolated from observed gravity values.
 RZ0799
 RZ0799;                    North         East    Units  Estimated Accuracy
 RZ0799;SPC ID W     -   563,440.      703,890.      MT  (+/- 180 meters Scaled)
 RZ0799
 RZ0799                          SUPERSEDED SURVEY CONTROL
 RZ0799
 RZ0799  NGVD 29 (??/??/92)  781.283  (m)         2563.26   (f) ADJ UNCH    2 0
 RZ0799
 RZ0799.Superseded values are not recommended for survey control.
 RZ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0799.See file dsdata.txt to determine how the superseded data were derived.
 RZ0799
 RZ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM994752(NAD 83)
 RZ0799_MARKER: P = PIPE CAP
 RZ0799_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RZ0799_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RZ0799_STAMPING: 2564 S
 RZ0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0799
 RZ0799  HISTORY     - Date     Condition        Report By
 RZ0799  HISTORY     - UNK      MONUMENTED       USGS
 RZ0799  HISTORY     - 1952     GOOD             NGS
 RZ0799
 RZ0799                          STATION DESCRIPTION
 RZ0799
 RZ0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0799'IN MOSCOW.
 RZ0799'AT MOSCOW, 118 FEET NORTHWEST OF THE NORTH CORNER OF THE NORTHERN
 RZ0799'PACIFIC RAILWAY FREIGHT STATION, 18.5 FEET SOUTHWEST OF THE SOUTHWEST
 RZ0799'RAIL, 4.8 FEET WEST OF THE WEST CORNER OF A CONCRETE PLATFORM, 4.9
 RZ0799'FEET EAST OF A 4-INCH FIR TREE, ABOUT 1 FOOT LOWER THAN THE TRACK, AND
 RZ0799'RIVETED ON THE TOP OF AN IRON PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0078 ***********************************************************************
 OH0078  DESIGNATION -  2566
 OH0078  PID         -  OH0078
 OH0078  STATE/COUNTY-  ID/ADA
 OH0078  USGS QUAD   -  MERIDIAN (1971)
 OH0078
 OH0078                         *CURRENT SURVEY CONTROL
 OH0078  ___________________________________________________________________
 OH0078* NAD 83(1986)-  43 36 17.     (N)    116 26 00.     (W)     SCALED    
 OH0078* NAVD 88     -       783.171  (meters)    2569.45   (feet)  ADJUSTED  
 OH0078  ___________________________________________________________________
 OH0078  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 OH0078  DYNAMIC HT  -         782.898 (meters)    2568.56  (feet)  COMP
 OH0078  MODELED GRAV-     980,245.1   (mgal)                       NAVD 88
 OH0078
 OH0078  VERT ORDER  -  SECOND    CLASS 0
 OH0078
 OH0078.The horizontal coordinates were scaled from a topographic map and have
 OH0078.an estimated accuracy of +/- 6 seconds.
 OH0078
 OH0078.The orthometric height was determined by differential leveling
 OH0078.and adjusted by the National Geodetic Survey in June 1991..
 OH0078
 OH0078.The geoid height was determined by GEOID03.
 OH0078
 OH0078.The dynamic height is computed by dividing the NAVD 88
 OH0078.geopotential number by the normal gravity value computed on the
 OH0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0078.degrees latitude (g = 980.6199 gals.).
 OH0078
 OH0078.The modeled gravity was interpolated from observed gravity values.
 OH0078
 OH0078;                    North         East    Units  Estimated Accuracy
 OH0078;SPC ID W     -   215,500.      744,830.      MT  (+/- 180 meters Scaled)
 OH0078
 OH0078                          SUPERSEDED SURVEY CONTROL
 OH0078
 OH0078  NGVD 29 (??/??/92)  782.231  (m)         2566.37   (f) ADJ UNCH    2 0
 OH0078
 OH0078.Superseded values are not recommended for survey control.
 OH0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0078.See file dsdata.txt to determine how the superseded data were derived.
 OH0078
 OH0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ457281(NAD 83)
 OH0078_MARKER: DD = SURVEY DISK
 OH0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0078+STABILITY: SURFACE MOTION
 OH0078
 OH0078  HISTORY     - Date     Condition        Report By
 OH0078  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0078  HISTORY     - 1959     GOOD             NGS
 OH0078  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0078
 OH0078                          STATION DESCRIPTION
 OH0078
 OH0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0078'2.0 MI W FROM MERIDIAN.
 OH0078'2.0 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S. HIGHWAY
 OH0078'30 AND STATE HIGHWAY 69 AT MERIDIAN TO KUNA ROAD, 25.0 FEET SOUTH OF
 OH0078'THE CENTERLINE OF THE HIGHWAY, 9.0 FEET NORTHWEST OF POWER POLE NO.
 OH0078'35D-1, 1.0 FEET NORTH OF A FENCE CORNER, SET IN A PRECAST CONCRETE
 OH0078'POST PROJECTING 2 INCHES.
 OH0078
 OH0078                          STATION RECOVERY (1983)
 OH0078
 OH0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0003 ***********************************************************************
 QB0003  DESIGNATION -  25.75
 QB0003  PID         -  QB0003
 QB0003  STATE/COUNTY-  ID/ADAMS
 QB0003  USGS QUAD   -  NEW MEADOWS (1986)
 QB0003
 QB0003                         *CURRENT SURVEY CONTROL
 QB0003  ___________________________________________________________________
 QB0003* NAD 83(1986)-  44 58 50.     (N)    116 16 52.     (W)     SCALED    
 QB0003* NAVD 88     -      1176.779  (meters)    3860.82   (feet)  ADJUSTED  
 QB0003  ___________________________________________________________________
 QB0003  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 QB0003  DYNAMIC HT  -        1176.364 (meters)    3859.45  (feet)  COMP
 QB0003  MODELED GRAV-     980,223.8   (mgal)                       NAVD 88
 QB0003
 QB0003  VERT ORDER  -  FIRST     CLASS II
 QB0003
 QB0003.The horizontal coordinates were scaled from a topographic map and have
 QB0003.an estimated accuracy of +/- 6 seconds.
 QB0003
 QB0003.The orthometric height was determined by differential leveling
 QB0003.and adjusted by the National Geodetic Survey in June 1991..
 QB0003
 QB0003.The geoid height was determined by GEOID03.
 QB0003
 QB0003.The dynamic height is computed by dividing the NAVD 88
 QB0003.geopotential number by the normal gravity value computed on the
 QB0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0003.degrees latitude (g = 980.6199 gals.).
 QB0003
 QB0003.The modeled gravity was interpolated from observed gravity values.
 QB0003
 QB0003;                    North         East    Units  Estimated Accuracy
 QB0003;SPC ID W     -   368,280.      758,110.      MT  (+/- 180 meters Scaled)
 QB0003
 QB0003                          SUPERSEDED SURVEY CONTROL
 QB0003
 QB0003  NGVD 29 (??/??/92) 1175.68   (m)         3857.2    (f) COMPUTED    1 2
 QB0003
 QB0003.Superseded values are not recommended for survey control.
 QB0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0003.See file dsdata.txt to determine how the superseded data were derived.
 QB0003
 QB0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK566810(NAD 83)
 QB0003_MARKER: Z = SEE DESCRIPTION
 QB0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0003_SP_SET: CURB
 QB0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0003
 QB0003  HISTORY     - Date     Condition        Report By
 QB0003  HISTORY     - UNK      MONUMENTED       IDDH
 QB0003  HISTORY     - 1966     GOOD             NGS
 QB0003  HISTORY     - 1982     MARK NOT FOUND   NGS
 QB0003
 QB0003                          STATION DESCRIPTION
 QB0003
 QB0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QB0003'0.7 MI N FROM NEW MEADOWS.
 QB0003'0.7 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT NEW
 QB0003'MEADOWS, AT THE CONCRETE BRIDGE OVER WEST FORK OF GOOSE CREEK, ON THE
 QB0003'TOP OF THE SOUTH END OF THE WEST CONCRETE CURB, 0.4 FOOT NORTH OF THE
 QB0003'SOUTH EDGE, 0.1 FOOT WEST OF THE EAST EDGE AND 10 1/2 FEET WEST OF THE
 QB0003'CENTER LINE OF THE HIGHWAY.  NOTE-- MOST OF THE PAINT HAS WEATHERED
 QB0003'AWAY.
 QB0003
 QB0003                          STATION RECOVERY (1982)
 QB0003
 QB0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QB0003'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0163 ***********************************************************************
 OH0163  DESIGNATION -  2575
 OH0163  PID         -  OH0163
 OH0163  STATE/COUNTY-  ID/CANYON
 OH0163  USGS QUAD   -  MERIDIAN (1971)
 OH0163
 OH0163                         *CURRENT SURVEY CONTROL
 OH0163  ___________________________________________________________________
 OH0163* NAD 83(1986)-  43 32 06.     (N)    116 29 00.     (W)     SCALED    
 OH0163* NAVD 88     -       785.908  (meters)    2578.43   (feet)  ADJUSTED  
 OH0163  ___________________________________________________________________
 OH0163  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 OH0163  DYNAMIC HT  -         785.625 (meters)    2577.50  (feet)  COMP
 OH0163  MODELED GRAV-     980,232.4   (mgal)                       NAVD 88
 OH0163
 OH0163  VERT ORDER  -  FIRST     CLASS II
 OH0163
 OH0163.The horizontal coordinates were scaled from a topographic map and have
 OH0163.an estimated accuracy of +/- 6 seconds.
 OH0163
 OH0163.The orthometric height was determined by differential leveling
 OH0163.and adjusted by the National Geodetic Survey in June 1991..
 OH0163
 OH0163.The geoid height was determined by GEOID03.
 OH0163
 OH0163.The dynamic height is computed by dividing the NAVD 88
 OH0163.geopotential number by the normal gravity value computed on the
 OH0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0163.degrees latitude (g = 980.6199 gals.).
 OH0163
 OH0163.The modeled gravity was interpolated from observed gravity values.
 OH0163
 OH0163;                    North         East    Units  Estimated Accuracy
 OH0163;SPC ID W     -   207,790.      740,730.      MT  (+/- 180 meters Scaled)
 OH0163
 OH0163                          SUPERSEDED SURVEY CONTROL
 OH0163
 OH0163  NGVD 29 (??/??/92)  784.972  (m)         2575.36   (f) ADJ UNCH    1 2
 OH0163
 OH0163.Superseded values are not recommended for survey control.
 OH0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0163.See file dsdata.txt to determine how the superseded data were derived.
 OH0163
 OH0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ417203(NAD 83)
 OH0163_MARKER: DD = SURVEY DISK
 OH0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0163_SP_SET: ABUTMENT
 OH0163_STAMPING: 2575
 OH0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0163
 OH0163  HISTORY     - Date     Condition        Report By
 OH0163  HISTORY     - UNK      MONUMENTED       BOR
 OH0163  HISTORY     - 1941     GOOD             NGS
 OH0163  HISTORY     - 1979     GOOD             NGS
 OH0163
 OH0163                          STATION DESCRIPTION
 OH0163
 OH0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OH0163'4.9 MI SE FROM NAMPA.
 OH0163'4.9 MILES SOUTHEAST ALONG THE SOUTHEAST ALONG THE UNION PACIFIC
 OH0163'RAILROAD FROM THE STATION AT NAMPA, CANYON COUNTY, AT BRIDGE 451.99,
 OH0163'IN THE NORTHEAST END OF THE NORTHWEST ABUTMENT, AND ABOUT LEVEL WITH
 OH0163'THE TRACK.  A UNITED STATES RECLAMATION SERVICE STANDARD DISK, STAMPED
 OH0163'2575.
 OH0163
 OH0163                          STATION RECOVERY (1979)
 OH0163
 OH0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0255 ***********************************************************************
 SV0255  DESIGNATION -  2586
 SV0255  PID         -  SV0255
 SV0255  STATE/COUNTY-  ID/BENEWAH
 SV0255  USGS QUAD   -  PLUMMER (1981)
 SV0255
 SV0255                         *CURRENT SURVEY CONTROL
 SV0255  ___________________________________________________________________
 SV0255* NAD 83(1986)-  47 17 08.     (N)    116 58 23.     (W)     SCALED    
 SV0255* NAVD 88     -       788.730  (meters)    2587.69   (feet)  ADJUSTED  
 SV0255  ___________________________________________________________________
 SV0255  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 SV0255  DYNAMIC HT  -         788.716 (meters)    2587.65  (feet)  COMP
 SV0255  MODELED GRAV-     980,569.4   (mgal)                       NAVD 88
 SV0255
 SV0255  VERT ORDER  -  SECOND    CLASS 0
 SV0255
 SV0255.The horizontal coordinates were scaled from a topographic map and have
 SV0255.an estimated accuracy of +/- 6 seconds.
 SV0255
 SV0255.The orthometric height was determined by differential leveling
 SV0255.and adjusted by the National Geodetic Survey in June 1991..
 SV0255
 SV0255.The geoid height was determined by GEOID03.
 SV0255
 SV0255.The dynamic height is computed by dividing the NAVD 88
 SV0255.geopotential number by the normal gravity value computed on the
 SV0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0255.degrees latitude (g = 980.6199 gals.).
 SV0255
 SV0255.The modeled gravity was interpolated from observed gravity values.
 SV0255
 SV0255;                    North         East    Units  Estimated Accuracy
 SV0255;SPC ID W     -   625,060.      707,480.      MT  (+/- 180 meters Scaled)
 SV0255
 SV0255                          SUPERSEDED SURVEY CONTROL
 SV0255
 SV0255  NGVD 29 (??/??/92)  787.566  (m)         2583.87   (f) ADJ UNCH    2 0
 SV0255
 SV0255.Superseded values are not recommended for survey control.
 SV0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0255.See file dsdata.txt to determine how the superseded data were derived.
 SV0255
 SV0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN020368(NAD 83)
 SV0255_MARKER: P = PIPE CAP
 SV0255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0255_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0255_STAMPING: 2586 S
 SV0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0255
 SV0255  HISTORY     - Date     Condition        Report By
 SV0255  HISTORY     - UNK      MONUMENTED       USGS
 SV0255  HISTORY     - 1935     GOOD             NGS
 SV0255
 SV0255                          STATION DESCRIPTION
 SV0255
 SV0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0255'7 MI NE FROM TEKOA.
 SV0255'IN BENEWAH COUNTY, 7.0 MILES NORTHEAST ALONG THE OLD OREGON-WASHINGTON
 SV0255'RAILROAD AND NAVIGATION CO. RAILROAD FROM THE STATION AT TEKOA,
 SV0255'WHITMAN COUNTY, WASHINGTON, 0.2 MILE SOUTHWEST OF MILEPOST 7, ABOUT
 SV0255'380 FEET SOUTHWEST OF THE STATION AT LOVELL, ABOUT 150 FEET NORTHEAST
 SV0255'OF A SECTION-CAR HOUSE, 98.5 FEET NORTHEAST OF SWITCH STAND, 89.4 FEET
 SV0255'SOUTHEAST OF A STEEL RIGHT-OF-WAY FENCE POST, 82.5 FEET WEST OF THE
 SV0255'WEST CORNER OF A SECTION-HOUSE, AND 14.3 FEET NORTHEAST OF THE
 SV0255'CENTERLINE OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 SV0255'STANDARD CAP, STAMPED 2586 S AND RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0332 ***********************************************************************
 QZ0332  DESIGNATION -  2597.2
 QZ0332  PID         -  QZ0332
 QZ0332  STATE/COUNTY-  ID/IDAHO
 QZ0332  USGS QUAD   -  CHICKEN PEAK (1978)
 QZ0332
 QZ0332                         *CURRENT SURVEY CONTROL
 QZ0332  ___________________________________________________________________
 QZ0332* NAD 83(1986)-  45 15 58.     (N)    115 28 38.     (W)     SCALED    
 QZ0332* NAVD 88     -       792.794  (meters)    2601.03   (feet)  ADJUSTED  
 QZ0332  ___________________________________________________________________
 QZ0332  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 QZ0332  DYNAMIC HT  -         792.282 (meters)    2599.35  (feet)  COMP
 QZ0332  MODELED GRAV-     979,952.9   (mgal)                       NAVD 88
 QZ0332
 QZ0332  VERT ORDER  -  SECOND    CLASS 0
 QZ0332
 QZ0332.The horizontal coordinates were scaled from a topographic map and have
 QZ0332.an estimated accuracy of +/- 6 seconds.
 QZ0332
 QZ0332.The orthometric height was determined by differential leveling
 QZ0332.and adjusted by the National Geodetic Survey in June 1991..
 QZ0332
 QZ0332.The geoid height was determined by GEOID03.
 QZ0332
 QZ0332.The dynamic height is computed by dividing the NAVD 88
 QZ0332.geopotential number by the normal gravity value computed on the
 QZ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0332.degrees latitude (g = 980.6199 gals.).
 QZ0332
 QZ0332.The modeled gravity was interpolated from observed gravity values.
 QZ0332
 QZ0332;                    North         East    Units  Estimated Accuracy
 QZ0332;SPC ID W     -   399,910.      821,410.      MT  (+/- 180 meters Scaled)
 QZ0332
 QZ0332                          SUPERSEDED SURVEY CONTROL
 QZ0332
 QZ0332  NGVD 29 (??/??/92)  791.411  (m)         2596.49   (f) ADJ UNCH    2 0
 QZ0332
 QZ0332.Superseded values are not recommended for survey control.
 QZ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0332.See file dsdata.txt to determine how the superseded data were derived.
 QZ0332
 QZ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL194136(NAD 83)
 QZ0332_MARKER: Q = CHISELED SQUARE
 QZ0332_SETTING: 80 = SET IN A BOULDER
 QZ0332_SP_SET: BOULDER
 QZ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0332+STABILITY: SURFACE MOTION
 QZ0332
 QZ0332  HISTORY     - Date     Condition        Report By
 QZ0332  HISTORY     - UNK      MONUMENTED       USGS
 QZ0332  HISTORY     - 1948     GOOD             NGS
 QZ0332
 QZ0332                          STATION DESCRIPTION
 QZ0332
 QZ0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QZ0332'10.7 MI N FROM SOUTH FORK GUARD STATION.
 QZ0332'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0332'STATION, THENCE 8.7 MILES NORTH ALONG THE SOUTH FORK TRAIL, ABOUT 9.7
 QZ0332'MILES SOUTH OF MACKAY BAR, NEAR THE MOUTH OF PORPHYRY CREEK, AT THE
 QZ0332'WEST END OF A LARGE SUSPENSION BRIDGE OVER THE SOUTH FORK OF THE
 QZ0332'SALMON RIVER, 13.5 FEET NORTH OF THE NORTHWEST LEG OF THE NORTHWEST
 QZ0332'SUSPENSION TOWER, 5.3 FEET WEST OF THE WEST BANK OF THE RIVER, 0.3
 QZ0332'FOOT WEST OF BENCH MARK M 328.  A CHISELED SQUARE IN THE TOP AND AT
 QZ0332'THE SOUTH END OF A LARGE BOULDER PROJECTING 2.0 FEET ABOVE THE GROUND.
 QZ0332'NOTE-- AT THIS POINT THE TRAIL CROSSES THE RIVER AND PROCEEDS ALONG
 QZ0332'THE EAST SIDE OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0480 ***********************************************************************
 PZ0480  CBN         -  This is a Cooperative Base Network Control Station.
 PZ0480  DESIGNATION -  26
 PZ0480  PID         -  PZ0480
 PZ0480  STATE/COUNTY-  ID/CUSTER
 PZ0480  USGS QUAD   -  BORAH PEAK (1967)
 PZ0480
 PZ0480                         *CURRENT SURVEY CONTROL
 PZ0480  ___________________________________________________________________
 PZ0480* NAD 83(1999)-  44 13 21.51374(N)    113 50 28.87868(W)     ADJUSTED  
 PZ0480* NAVD 88     -      2536.938  (meters)    8323.27   (feet)  ADJUSTED  
 PZ0480  ___________________________________________________________________
 PZ0480  X           -  -1,851,288.649 (meters)                     COMP
 PZ0480  Y           -  -4,189,241.315 (meters)                     COMP
 PZ0480  Z           -   4,427,615.393 (meters)                     COMP
 PZ0480  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 PZ0480  ELLIP HEIGHT-        2525.78  (meters)          (04/16/01) GPS OBS
 PZ0480  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 PZ0480  DYNAMIC HT  -        2535.183 (meters)    8317.51  (feet)  COMP
 PZ0480  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 PZ0480
 PZ0480  HORZ ORDER  -  B
 PZ0480  VERT ORDER  -  FIRST     CLASS II
 PZ0480  ELLP ORDER  -  FOURTH    CLASS II
 PZ0480
 PZ0480.The horizontal coordinates were established by GPS observations
 PZ0480.and adjusted by the National Geodetic Survey in April 2001..
 PZ0480.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PZ0480.DATUM ITEM on the data sheet items page.
 PZ0480
 PZ0480.The orthometric height was determined by differential leveling
 PZ0480.and adjusted by the National Geodetic Survey in June 1991..
 PZ0480
 PZ0480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PZ0480
 PZ0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0480
 PZ0480.The ellipsoidal height was determined by GPS observations
 PZ0480.and is referenced to NAD 83.
 PZ0480
 PZ0480.The geoid height was determined by GEOID03.
 PZ0480
 PZ0480.The dynamic height is computed by dividing the NAVD 88
 PZ0480.geopotential number by the normal gravity value computed on the
 PZ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0480.degrees latitude (g = 980.6199 gals.).
 PZ0480
 PZ0480.The modeled gravity was interpolated from observed gravity values.
 PZ0480
 PZ0480;                    North         East     Units Scale Factor Converg.
 PZ0480;SPC ID C     -   283,944.949   512,675.951   MT  0.99994934   +0 06 38.3
 PZ0480;UTM  12      - 4,900,528.217   273,047.813   MT  1.00023351   -1 58 57.2
 PZ0480
 PZ0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0480!SPC ID C     -   0.99960411  x   0.99994934  =   0.99955347
 PZ0480!UTM  12      -   0.99960411  x   1.00023351  =   0.99983753
 PZ0480
 PZ0480                          SUPERSEDED SURVEY CONTROL
 PZ0480
 PZ0480  NAD 83(1992)-  44 13 21.51247(N)    113 50 28.87708(W) AD(       ) B
 PZ0480  ELLIP H (05/15/92) 2525.87   (m)                       GP(       ) 4 2
 PZ0480  NAD 83(1992)-  44 13 21.50718(N)    113 50 28.86867(W) AD(       ) 1
 PZ0480  NAVD 88 (05/28/92) 2536.94   (m)         8323.3    (f) LEVELING    3  
 PZ0480  NGVD 29 (??/??/92) 2535.344  (m)         8318.04   (f) ADJ UNCH    1 2
 PZ0480
 PZ0480.Superseded values are not recommended for survey control.
 PZ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0480.See file dsdata.txt to determine how the superseded data were derived.
 PZ0480
 PZ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ7304800528(NAD 83)
 PZ0480_MARKER: DB = BENCH MARK DISK
 PZ0480_SETTING: 80 = SET IN A BOULDER
 PZ0480_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 PZ0480_STAMPING: 26 8318 1932
 PZ0480_MARK LOGO: USGS  
 PZ0480_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0480+STABILITY: SURFACE MOTION
 PZ0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0480+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1990
 PZ0480
 PZ0480  HISTORY     - Date     Condition        Report By
 PZ0480  HISTORY     - 1932     MONUMENTED       USGS
 PZ0480  HISTORY     - 1948     GOOD             NGS
 PZ0480  HISTORY     - 1984     GOOD             NGS
 PZ0480  HISTORY     - 1985     GOOD             NGS
 PZ0480  HISTORY     - 19900507 GOOD             NGS
 PZ0480  HISTORY     - 20040904 POOR             DJC
 PZ0480
 PZ0480                          STATION DESCRIPTION
 PZ0480
 PZ0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0480'7.8 MI N FROM DICKEY.
 PZ0480'0.4 MILE NORTH ALONG STATE HIGHWAY NO.27 FROM THE STORE AT DICKEY,
 PZ0480'THENCE 7.4 MILES NORTH ALONG THE DOUBLE SPRINGS ROAD, AT DOUBLE
 PZ0480'SPRINGS SUMMIT, AT THE NORTHEAST CORNER OF THE INTERSECTION OF DOUBLE
 PZ0480'SPRINGS ROAD AND AN OLD ROAD LEADING SOUTHEAST TO DICKEY, 135.0 FEET
 PZ0480'EAST OF THE CENTER LINE OF THE DOUBLE SPRINGS ROAD, 87.0 FEET EAST OF
 PZ0480'A SIGN DOUBLE SPRINGS SUMMIT ELEVATION 8318, 26.0 FEET NORTH OF THE
 PZ0480'CENTER LINE OF THE OLD DICKEY ROAD, 4.5 FEET SOUTHEAST OF A WITNESS
 PZ0480'POST, 2.0 FEET SOUTHWEST OF A LARGE ROCK CAIRN, SET IN THE TOP OF A
 PZ0480'ROCK OUTCROP ABOUT FLUSH WITH THE GROUND.
 PZ0480
 PZ0480                          STATION RECOVERY (1984)
 PZ0480
 PZ0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0480'THE MARK IS 0.3 M BELOW THE ROAD.
 PZ0480'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  35.65 KM
 PZ0480'(22.2 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF MAIN
 PZ0480'STREET AT MACKAY, THENCE 12.0 KM (7.5 MI) NORTHEAST ALONG DOUBLESPRING
 PZ0480'ROAD, IN THE TOP CENTER OF A GRAY LIMESTONE BOULDER PROJECTING 2
 PZ0480'INCHES ABOVE THE SURFACE OF THE GROUND, 44.0 METERS (144.5 FT)
 PZ0480'SOUTHEAST OF THE CENTER OF THE ROAD, 50.6 METERS (166 FT) SOUTH OF THE
 PZ0480'SOUTH CORNER OF A CATTLE GUARD, 36.9 METERS (121 FT) SOUTHWEST OF THE
 PZ0480'NORTHWEST-SOUTHEAST FENCE AND 7.9 METERS (26 FT) NORTH OF THE CENTER
 PZ0480'OF THE OLD ROAD LEADING TO DICKEY.
 PZ0480'THE MARK IS 1.3 METERS  S FROM A WITNESS POST.
 PZ0480
 PZ0480                          STATION RECOVERY (1985)
 PZ0480
 PZ0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0480'RECOVERED IN GOOD CONDITION.
 PZ0480
 PZ0480                          STATION RECOVERY (1990)
 PZ0480
 PZ0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PZ0480'STATION IS LOCATED ABOUT 47.6 KM (29.58 MI) NORTHWEST OF MACKAY, 11.5
 PZ0480'KM (7.15 MI) NORTHEAST OF DICKEY, 7.0 KM (4.35 MI) NORTH NORTHEAST
 PZ0480'FROM THE 1983 BORAH PEAK EARTH QUAKE SCARP LINE AND AT THE SUMMIT OF
 PZ0480'DOUBLESPRINGS PASS.  OWNERSHIP--CHALLIS NATIONAL FOREST.  CONTACT
 PZ0480'CHALLIS RANGER DISTRICT, P.O. BOX 337, CHALLIS, IDAHO 83226, PHONE
 PZ0480'(208) 879-4321.
 PZ0480'REACHED FROM THE POST OFFICE IN MACKAY.  GO SOUTHWEST FOR 1/2 BLOCK TO
 PZ0480'THE JUNCTION OF U.S. HIGHWAY 93.  TURN RIGHT AND GO NORTHWEST ON U.S.
 PZ0480'HIGHWAY 93 FOR 25.7 KM (15.97 MI) TO THE JUNCTION OF TRAIL CREEK
 PZ0480'ROAD. CONTINUE NORTHWESTERLY ON THE HIGHWAY FOR 9.95 KM (6.18 MI) TO
 PZ0480'A GRAVEL SIDE ROAD RIGHT (DOUBLESPRINGS ROAD) AND AN EARTH QUAKE INFO
 PZ0480'SIGN.  TURN RIGHT AND GO NORTHEAST ON THE GRAVEL ROAD FOR 4.0 KM
 PZ0480'(2.49 MI) TO THE EARTH QUAKE SCARP LINE.  CONTINUE NORTHEASTERLY ON
 PZ0480'DOUBLESPRINGS ROAD (NOW A BLADED ROAD) FOR 8.0 KM (4.97 MI) TO THE
 PZ0480'SUMMIT OF DOUBLESPRINGS PASS AND THE MARK ON THE RIGHT.
 PZ0480'THE MARK IS SET IN THE TOP OF AN EXPOSED GRAY LIMESTONE BOULDER, 44.0
 PZ0480'M (144.36 FT) SOUTHEAST FROM THE CENTER OF THE ROAD, 50.6 M
 PZ0480'(166.01 FT) SOUTH FROM THE SOUTH CORNER OF A CATTLE GUARD, 7.9 M
 PZ0480'(25.92 FT) NORTH FROM THE CENTER OF AN OLD ROAD LEADING TO DICKEY,
 PZ0480'1.3 M (4.27 FT) SOUTH FROM A WITNESS POST, 0.3 M (0.98 FT) BELOW THE
 PZ0480'LEVEL OF THE ROAD AND PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 PZ0480'SURFACE.
 PZ0480'NOTE--IN DRY WEATHER A TWO WHEEL DRIVE VEHICLE CAN BE DRIVEN TO
 PZ0480'STATION.
 PZ0480
 PZ0480                          STATION RECOVERY (2004)
 PZ0480
 PZ0480'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 PZ0480'THIS MONUMENT HAS BEEN DAMAGED, THE BRASS TABLET REMOVED, AND COULD
 PZ0480'NOT BE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0480 ***********************************************************************
 PY0480  DESIGNATION -  26
 PY0480  PID         -  PY0480
 PY0480  STATE/COUNTY-  ID/FREMONT
 PY0480  USGS QUAD   -  LAST CHANCE (1964)
 PY0480
 PY0480                         *CURRENT SURVEY CONTROL
 PY0480  ___________________________________________________________________
 PY0480* NAD 83(1986)-  44 17 38.     (N)    111 24 36.     (W)     SCALED    
 PY0480* NAVD 88     -      1872.975  (meters)    6144.92   (feet)  POSTED    
 PY0480  ___________________________________________________________________
 PY0480  GEOID HEIGHT-          -9.82  (meters)                     GEOID03
 PY0480  DYNAMIC HT  -        1871.940 (meters)    6141.52  (feet)  COMP
 PY0480  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 PY0480
 PY0480  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0480
 PY0480.The horizontal coordinates were scaled from a topographic map and have
 PY0480.an estimated accuracy of +/- 6 seconds.
 PY0480
 PY0480.The orthometric height was determined by differential leveling
 PY0480.and adjusted by the National Geodetic Survey in 1992..
 PY0480.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0480.rate of 0.0 thru 1.0 mm/km.
 PY0480
 PY0480.The geoid height was determined by GEOID03.
 PY0480
 PY0480.The dynamic height is computed by dividing the NAVD 88
 PY0480.geopotential number by the normal gravity value computed on the
 PY0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0480.degrees latitude (g = 980.6199 gals.).
 PY0480
 PY0480.The modeled gravity was interpolated from observed gravity values.
 PY0480
 PY0480;                    North         East    Units  Estimated Accuracy
 PY0480;SPC ID E     -   292,130.      260,390.      MT  (+/- 180 meters Scaled)
 PY0480
 PY0480                          SUPERSEDED SURVEY CONTROL
 PY0480
 PY0480  NGVD 29 (??/??/92) 1871.810  (m)         6141.10   (f) ADJ UNCH    2 0
 PY0480
 PY0480.Superseded values are not recommended for survey control.
 PY0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0480.See file dsdata.txt to determine how the superseded data were derived.
 PY0480
 PY0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ672045(NAD 83)
 PY0480_MARKER: DD = SURVEY DISK
 PY0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0480_SP_SET: CULVERT
 PY0480_STAMPING: 26 6143.12 1932
 PY0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0480
 PY0480  HISTORY     - Date     Condition        Report By
 PY0480  HISTORY     - 1932     MONUMENTED       BPR
 PY0480
 PY0480                          STATION DESCRIPTION
 PY0480
 PY0480'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 PY0480'25.1 MI N FROM ASHTON.
 PY0480'25.1 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0480'0.6 MILE NORTH OF WOOD ROAD 14, 0.6 MILE SOUTH OF WOOD ROAD 15, 15
 PY0480'FEET WEST OF THE HIGHWAY, AND IN THE CENTER OF THE TOP OF A ROCK HEAD
 PY0480'WALL OF A HIGHWAY CULVERT.  A UNITED STATES BUREAU OF PUBLIC ROADS
 PY0480'STANDARD DISK, STAMPED 26 6143.12 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0464 ***********************************************************************
 OZ0464  DESIGNATION -  26 E
 OZ0464  PID         -  OZ0464
 OZ0464  STATE/COUNTY-  ID/ELMORE
 OZ0464  USGS QUAD   -  PINE (1973)
 OZ0464
 OZ0464                         *CURRENT SURVEY CONTROL
 OZ0464  ___________________________________________________________________
 OZ0464* NAD 83(1986)-  43 27 54.     (N)    115 18 42.     (W)     SCALED    
 OZ0464* NAVD 88     -      1272.050  (meters)    4173.38   (feet)  ADJUSTED  
 OZ0464  ___________________________________________________________________
 OZ0464  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 OZ0464  DYNAMIC HT  -        1271.368 (meters)    4171.15  (feet)  COMP
 OZ0464  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 OZ0464
 OZ0464  VERT ORDER  -  SECOND    CLASS 0
 OZ0464
 OZ0464.The horizontal coordinates were scaled from a topographic map and have
 OZ0464.an estimated accuracy of +/- 6 seconds.
 OZ0464
 OZ0464.The orthometric height was determined by differential leveling
 OZ0464.and adjusted by the National Geodetic Survey in June 1991..
 OZ0464
 OZ0464.The geoid height was determined by GEOID03.
 OZ0464
 OZ0464.The dynamic height is computed by dividing the NAVD 88
 OZ0464.geopotential number by the normal gravity value computed on the
 OZ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0464.degrees latitude (g = 980.6199 gals.).
 OZ0464
 OZ0464.The modeled gravity was interpolated from observed gravity values.
 OZ0464
 OZ0464;                    North         East    Units  Estimated Accuracy
 OZ0464;SPC ID W     -   199,850.      835,470.      MT  (+/- 180 meters Scaled)
 OZ0464
 OZ0464                          SUPERSEDED SURVEY CONTROL
 OZ0464
 OZ0464  NGVD 29 (??/??/92) 1270.974  (m)         4169.85   (f) ADJ UNCH    2 0
 OZ0464
 OZ0464.Superseded values are not recommended for survey control.
 OZ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0464.See file dsdata.txt to determine how the superseded data were derived.
 OZ0464
 OZ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ365138(NAD 83)
 OZ0464_MARKER: DD = SURVEY DISK
 OZ0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0464_SP_SET: FOUNDATION
 OZ0464_STAMPING: 26 E 1936
 OZ0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0464
 OZ0464  HISTORY     - Date     Condition        Report By
 OZ0464  HISTORY     - 1936     MONUMENTED       USGS
 OZ0464  HISTORY     - 1950     GOOD             NGS
 OZ0464  HISTORY     - 1973     MARK NOT FOUND   USGS
 OZ0464
 OZ0464                          STATION DESCRIPTION
 OZ0464
 OZ0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0464'1.3 MI S FROM PINE.
 OZ0464'0.5 MILE SOUTH ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0464'PINE, THENCE 0.8 MILE SOUTH ALONG AN OLD GRAVELED ROAD, AT THE FORMER
 OZ0464'SITE OF THE PINE RANGER STATION, IN THE TOP OF THE NORTHEAST CORNER OF
 OZ0464'THE OLD CONCRETE FOUNDATION OF A CATTLE GUARD, 33 FEET WEST OF THE
 OZ0464'CENTER LINE OF THE GRAVEL ROAD, 31.4 FEET EAST OF THE NORTHEAST CORNER
 OZ0464'OF THE OLD FOUNDATION OF A BUILDING, 1.6 FEET WEST OF THE APPROXIMATE
 OZ0464'CENTER OF THE SIDE WALK, AND ABOUT LEVEL WITH THE ROAD.
 OZ0464
 OZ0464                          STATION RECOVERY (1973)
 OZ0464
 OZ0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0495 ***********************************************************************
 NW0495  DESIGNATION -  26 EMH
 NW0495  PID         -  NW0495
 NW0495  STATE/COUNTY-  ID/OWYHEE
 NW0495  USGS QUAD   -  BIG SPRINGS RANCH (1972)
 NW0495
 NW0495                         *CURRENT SURVEY CONTROL
 NW0495  ___________________________________________________________________
 NW0495* NAD 83(1986)-  42 34 52.     (N)    116 24 39.     (W)     SCALED    
 NW0495* NAVD 88     -      1803.192  (meters)    5915.97   (feet)  POSTED    
 NW0495  ___________________________________________________________________
 NW0495  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 NW0495  DYNAMIC HT  -        1801.970 (meters)    5911.96  (feet)  COMP
 NW0495  MODELED GRAV-     979,876.3   (mgal)                       NAVD 88
 NW0495
 NW0495  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0495
 NW0495.The horizontal coordinates were scaled from a topographic map and have
 NW0495.an estimated accuracy of +/- 6 seconds.
 NW0495
 NW0495.The orthometric height was determined by differential leveling
 NW0495.and adjusted by the National Geodetic Survey in 1992..
 NW0495.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0495.rate of 0.0 thru 1.0 mm/km.
 NW0495
 NW0495.The geoid height was determined by GEOID03.
 NW0495
 NW0495.The dynamic height is computed by dividing the NAVD 88
 NW0495.geopotential number by the normal gravity value computed on the
 NW0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0495.degrees latitude (g = 980.6199 gals.).
 NW0495
 NW0495.The modeled gravity was interpolated from observed gravity values.
 NW0495
 NW0495;                    North         East    Units  Estimated Accuracy
 NW0495;SPC ID W     -   101,780.      745,750.      MT  (+/- 180 meters Scaled)
 NW0495
 NW0495                          SUPERSEDED SURVEY CONTROL
 NW0495
 NW0495.No superseded survey control is available for this station.
 NW0495
 NW0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH483144(NAD 83)
 NW0495_MARKER: DD = SURVEY DISK
 NW0495_SETTING: 80 = SET IN A BOULDER
 NW0495_SP_SET: IN DRILL HOLE IN A BOULDER
 NW0495_STAMPING: 26 EMH 1972 5912
 NW0495_MARK LOGO: USGS  
 NW0495_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0495+STABILITY: SURFACE MOTION
 NW0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0495+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0495
 NW0495  HISTORY     - Date     Condition        Report By
 NW0495  HISTORY     - 1972     MONUMENTED       USGS
 NW0495
 NW0495                          STATION DESCRIPTION
 NW0495
 NW0495'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0495'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0495'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0495'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0495'TRACK ROAD, THENCE 3.0 MILES SOUTHEAST ALONG TRACK ROAD, 10.1 MILES
 NW0495'NORTHWEST OF UPPER BATTLE CREEK CROSSING, 0.6 MILES SOUTHEAST OF THE
 NW0495'CENTER OF A DOUBLE RESERVOIR ON THE SOUTHWEST SIDE OF THE ROAD, ABOUT
 NW0495'100 FEET NORTHWEST OF A ROCKY POINT, 45 FEET SOUTHWEST AND ABOUT LEVEL
 NW0495'WITH THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP PROJECTING 1.0
 NW0495'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0452 ***********************************************************************
 NW0452  DESIGNATION -  26 FMK
 NW0452  PID         -  NW0452
 NW0452  STATE/COUNTY-  ID/OWYHEE
 NW0452  USGS QUAD   -  TRIANGLE FLAT (1990)
 NW0452
 NW0452                         *CURRENT SURVEY CONTROL
 NW0452  ___________________________________________________________________
 NW0452* NAD 83(1986)-  42 49 42.     (N)    116 38 08.     (W)     SCALED    
 NW0452* NAVD 88     -      1581.047  (meters)    5187.15   (feet)  POSTED    
 NW0452  ___________________________________________________________________
 NW0452  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 NW0452  DYNAMIC HT  -        1580.080 (meters)    5183.98  (feet)  COMP
 NW0452  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 NW0452
 NW0452  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0452
 NW0452.The horizontal coordinates were scaled from a topographic map and have
 NW0452.an estimated accuracy of +/- 6 seconds.
 NW0452
 NW0452.The orthometric height was determined by differential leveling
 NW0452.and adjusted by the National Geodetic Survey in 1992..
 NW0452.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0452.rate of 1.1 thru 2.0 mm/km.
 NW0452
 NW0452.The geoid height was determined by GEOID03.
 NW0452
 NW0452.The dynamic height is computed by dividing the NAVD 88
 NW0452.geopotential number by the normal gravity value computed on the
 NW0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0452.degrees latitude (g = 980.6199 gals.).
 NW0452
 NW0452.The modeled gravity was interpolated from observed gravity values.
 NW0452
 NW0452;                    North         East    Units  Estimated Accuracy
 NW0452;SPC ID W     -   129,410.      727,600.      MT  (+/- 180 meters Scaled)
 NW0452
 NW0452                          SUPERSEDED SURVEY CONTROL
 NW0452
 NW0452.No superseded survey control is available for this station.
 NW0452
 NW0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH297418(NAD 83)
 NW0452_MARKER: DD = SURVEY DISK
 NW0452_SETTING: 66 = SET IN ROCK OUTCROP
 NW0452_SP_SET: ROCK OUTCROP
 NW0452_STAMPING: 26 FMK 1964
 NW0452_MARK LOGO: USGS  
 NW0452_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0452+STABILITY: POSITION/ELEVATION WELL
 NW0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0452+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0452
 NW0452  HISTORY     - Date     Condition        Report By
 NW0452  HISTORY     - 1964     MONUMENTED       USGS
 NW0452
 NW0452                          STATION DESCRIPTION
 NW0452
 NW0452'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0452'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0452'COUNTY ROAD, THENCE 22.4 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0452'ROAD, 1.3 MILES NORTHWEST OF THE JUNCTION OF FLINT CREEK ROAD AND THE
 NW0452'OREANA-TRIANGLE ROAD, 83 FEET EAST OF THE CENTERLINE OF THE ROAD, 6
 NW0452'FEET WEST OF A WITNESS POST, IN THE WEST EDGE OF A LARGE ROCK OUTCROP
 NW0452'AND APPROXIMATELY 2 FEET ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0172 ***********************************************************************
 QA0172  DESIGNATION -  26 JD
 QA0172  PID         -  QA0172
 QA0172  STATE/COUNTY-  ID/CUSTER
 QA0172  USGS QUAD   -  ELEVENMILE CREEK (1963)
 QA0172
 QA0172                         *CURRENT SURVEY CONTROL
 QA0172  ___________________________________________________________________
 QA0172* NAD 83(1986)-  44 29 30.     (N)    114 30 57.     (W)     SCALED    
 QA0172* NAVD 88     -      2461.596  (meters)    8076.09   (feet)  ADJUSTED  
 QA0172  ___________________________________________________________________
 QA0172  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 QA0172  DYNAMIC HT  -        2459.907 (meters)    8070.54  (feet)  COMP
 QA0172  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 QA0172
 QA0172  VERT ORDER  -  SECOND    CLASS 0
 QA0172
 QA0172.The horizontal coordinates were scaled from a topographic map and have
 QA0172.an estimated accuracy of +/- 6 seconds.
 QA0172
 QA0172.The orthometric height was determined by differential leveling
 QA0172.and adjusted by the National Geodetic Survey in June 1991..
 QA0172
 QA0172.The geoid height was determined by GEOID03.
 QA0172
 QA0172.The dynamic height is computed by dividing the NAVD 88
 QA0172.geopotential number by the normal gravity value computed on the
 QA0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0172.degrees latitude (g = 980.6199 gals.).
 QA0172
 QA0172.The modeled gravity was interpolated from observed gravity values.
 QA0172
 QA0172;                    North         East    Units  Estimated Accuracy
 QA0172;SPC ID C     -   313,950.      458,970.      MT  (+/- 180 meters Scaled)
 QA0172
 QA0172                          SUPERSEDED SURVEY CONTROL
 QA0172
 QA0172  NGVD 29 (??/??/92) 2460.091  (m)         8071.15   (f) ADJ UNCH    2 0
 QA0172
 QA0172.Superseded values are not recommended for survey control.
 QA0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0172.See file dsdata.txt to determine how the superseded data were derived.
 QA0172
 QA0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK975294(NAD 83)
 QA0172_MARKER: DD = SURVEY DISK
 QA0172_SETTING: 80 = SET IN A BOULDER
 QA0172_STAMPING: 26 JD 8070 1959
 QA0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0172+STABILITY: SURFACE MOTION
 QA0172
 QA0172  HISTORY     - Date     Condition        Report By
 QA0172  HISTORY     - 1959     MONUMENTED       USGS
 QA0172  HISTORY     - 1960     GOOD             NGS
 QA0172
 QA0172                          STATION DESCRIPTION
 QA0172
 QA0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0172'19.65 MI W FROM CHALLIS.
 QA0172'19.65 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST
 QA0172'OFFICE AT CHALLIS, 0.05 MILE EAST OF THE CROSSING OF A CREEK, IN TOP
 QA0172'OF A 6-BY 9-FOOT BOULDER WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE
 QA0172'GROUND, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5.6 FEET EAST OF
 QA0172'A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0552 ***********************************************************************
 NW0552  DESIGNATION -  26 MDC
 NW0552  PID         -  NW0552
 NW0552  STATE/COUNTY-  ID/OWYHEE
 NW0552  USGS QUAD   -  PLEASANT VALLEY (1973)
 NW0552
 NW0552                         *CURRENT SURVEY CONTROL
 NW0552  ___________________________________________________________________
 NW0552* NAD 83(1986)-  42 32 01.     (N)    116 49 22.     (W)     SCALED    
 NW0552* NAVD 88     -      1714.940  (meters)    5626.43   (feet)  POSTED    
 NW0552  ___________________________________________________________________
 NW0552  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 NW0552  DYNAMIC HT  -        1713.800 (meters)    5622.69  (feet)  COMP
 NW0552  MODELED GRAV-     979,895.7   (mgal)                       NAVD 88
 NW0552
 NW0552  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0552
 NW0552.The horizontal coordinates were scaled from a topographic map and have
 NW0552.an estimated accuracy of +/- 6 seconds.
 NW0552
 NW0552.The orthometric height was determined by differential leveling
 NW0552.and adjusted by the National Geodetic Survey in 1992..
 NW0552.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0552.rate of 0.0 thru 1.0 mm/km.
 NW0552
 NW0552.The geoid height was determined by GEOID03.
 NW0552
 NW0552.The dynamic height is computed by dividing the NAVD 88
 NW0552.geopotential number by the normal gravity value computed on the
 NW0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0552.degrees latitude (g = 980.6199 gals.).
 NW0552
 NW0552.The modeled gravity was interpolated from observed gravity values.
 NW0552
 NW0552;                    North         East    Units  Estimated Accuracy
 NW0552;SPC ID W     -    96,850.      711,870.      MT  (+/- 180 meters Scaled)
 NW0552
 NW0552                          SUPERSEDED SURVEY CONTROL
 NW0552
 NW0552.No superseded survey control is available for this station.
 NW0552
 NW0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH145090(NAD 83)
 NW0552_MARKER: DD = SURVEY DISK
 NW0552_SETTING: 66 = SET IN ROCK OUTCROP
 NW0552_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 NW0552_STAMPING: 26 MDC 1973 5622
 NW0552_MARK LOGO: USGS  
 NW0552_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0552+STABILITY: POSITION/ELEVATION WELL
 NW0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0552+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0552
 NW0552  HISTORY     - Date     Condition        Report By
 NW0552  HISTORY     - 1973     MONUMENTED       USGS
 NW0552
 NW0552                          STATION DESCRIPTION
 NW0552
 NW0552'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0552'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0552'SOUTH ALONG A GRAVELED ROAD, THENCE 25.8 MILES SOUTH AND EAST ALONG A
 NW0552'DIRT ROAD TOWARD GRANDVIEW, IDAHO, AT THE SOUTHWEST END OF A LONG
 NW0552'GRADUAL CURVE, JUST AFTER AN UPGRADE, 63 FEET NORTHWEST OF THE
 NW0552'CENTERLINE OF THE ROAD, 2 FEET SOUTHWEST OF A CAIRN, CEMENTED IN A
 NW0552'LAVA LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0319 ***********************************************************************
 RA0319  DESIGNATION -  26 N
 RA0319  PID         -  RA0319
 RA0319  STATE/COUNTY-  ID/ADAMS
 RA0319  USGS QUAD   -  WHITE MONUMENT (1990)
 RA0319
 RA0319                         *CURRENT SURVEY CONTROL
 RA0319  ___________________________________________________________________
 RA0319* NAD 83(1986)-  45 12 07.     (N)    116 42 32.     (W)     SCALED    
 RA0319* NAVD 88     -       471.319  (meters)    1546.32   (feet)  ADJUSTED  
 RA0319  ___________________________________________________________________
 RA0319  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 RA0319  DYNAMIC HT  -         471.187 (meters)    1545.89  (feet)  COMP
 RA0319  MODELED GRAV-     980,326.3   (mgal)                       NAVD 88
 RA0319
 RA0319  VERT ORDER  -  SECOND    CLASS 0
 RA0319
 RA0319.The horizontal coordinates were scaled from a topographic map and have
 RA0319.an estimated accuracy of +/- 6 seconds.
 RA0319
 RA0319.The orthometric height was determined by differential leveling
 RA0319.and adjusted by the National Geodetic Survey in June 1991..
 RA0319
 RA0319.The geoid height was determined by GEOID03.
 RA0319
 RA0319.The dynamic height is computed by dividing the NAVD 88
 RA0319.geopotential number by the normal gravity value computed on the
 RA0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0319.degrees latitude (g = 980.6199 gals.).
 RA0319
 RA0319.The modeled gravity was interpolated from observed gravity values.
 RA0319
 RA0319;                    North         East    Units  Estimated Accuracy
 RA0319;SPC ID W     -   393,200.      724,670.      MT  (+/- 180 meters Scaled)
 RA0319
 RA0319                          SUPERSEDED SURVEY CONTROL
 RA0319
 RA0319  NGVD 29 (??/??/92)  470.248  (m)         1542.81   (f) ADJ UNCH    2 0
 RA0319
 RA0319.Superseded values are not recommended for survey control.
 RA0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0319.See file dsdata.txt to determine how the superseded data were derived.
 RA0319
 RA0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL228054(NAD 83)
 RA0319_MARKER: Z = SEE DESCRIPTION
 RA0319_SETTING: 66 = SET IN ROCK OUTCROP
 RA0319_SP_SET: ROCK OUTCROP
 RA0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0319+STABILITY: POSITION/ELEVATION WELL
 RA0319
 RA0319  HISTORY     - Date     Condition        Report By
 RA0319  HISTORY     - UNK      MONUMENTED       DOD
 RA0319  HISTORY     - 1946     GOOD             NGS
 RA0319
 RA0319                          STATION DESCRIPTION
 RA0319
 RA0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0319'15.1 MI NE FROM HOMESTEAD, OR.
 RA0319'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0319'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0319'LEDGE MINE ROAD, THENCE 12.9 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0319'ROAD, BENCH MARK IS 0.25 MILE NORTH (DOWNSTREAM) OF THE UPPER END OF A
 RA0319'LARGE PROMINENT RAPID IN THE SNAKE RIVER, 133.0 FEET SOUTH OF A POINT
 RA0319'IN THE ROAD WHICH IS DIRECTLY EAST OF AND IN LINE TANGENT WITH THE TWO
 RA0319'MOST NORTHERLY TREES OF A GROUP OF FOUR PINE TREES, ACROSS THE ROAD
 RA0319'FROM AND DIRECTLY BELOW AND WEST OF A LARGE (3-FOOT) PINE TREE WHICH
 RA0319'IS ON THE EAST BANK OF THE ROAD, 15.5 FEET WEST OF CENTER OF THE ROAD,
 RA0319'8.6 FEET EAST OF THE EAST EDGE OF A HUGE BOULDER, AN OUTLINED CHISELED
 RA0319'PYRAMID CUT ON TOP OF THE HIGHEST POINT OF A LARGE ROCK OUTCROP, ABOUT
 RA0319'2 FEET ABOVE THE ROAD, PAINTED USSBM NO. 26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0029 ***********************************************************************
 OH0029  DESIGNATION -  2606
 OH0029  PID         -  OH0029
 OH0029  STATE/COUNTY-  ID/ADA
 OH0029  USGS QUAD   -  MERIDIAN (1971)
 OH0029
 OH0029                         *CURRENT SURVEY CONTROL
 OH0029  ___________________________________________________________________
 OH0029* NAD 83(1986)-  43 36 39.     (N)    116 23 35.     (W)     SCALED    
 OH0029* NAVD 88     -       795.393  (meters)    2609.55   (feet)  ADJUSTED  
 OH0029  ___________________________________________________________________
 OH0029  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 OH0029  DYNAMIC HT  -         795.108 (meters)    2608.62  (feet)  COMP
 OH0029  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 OH0029
 OH0029  VERT ORDER  -  SECOND    CLASS 0
 OH0029
 OH0029.The horizontal coordinates were scaled from a topographic map and have
 OH0029.an estimated accuracy of +/- 6 seconds.
 OH0029
 OH0029.The orthometric height was determined by differential leveling
 OH0029.and adjusted by the National Geodetic Survey in June 1991..
 OH0029
 OH0029.The geoid height was determined by GEOID03.
 OH0029
 OH0029.The dynamic height is computed by dividing the NAVD 88
 OH0029.geopotential number by the normal gravity value computed on the
 OH0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0029.degrees latitude (g = 980.6199 gals.).
 OH0029
 OH0029.The modeled gravity was interpolated from observed gravity values.
 OH0029
 OH0029;                    North         East    Units  Estimated Accuracy
 OH0029;SPC ID W     -   216,160.      748,090.      MT  (+/- 180 meters Scaled)
 OH0029
 OH0029                          SUPERSEDED SURVEY CONTROL
 OH0029
 OH0029  NGVD 29 (??/??/92)  794.446  (m)         2606.44   (f) ADJ UNCH    2 0
 OH0029
 OH0029.Superseded values are not recommended for survey control.
 OH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0029.See file dsdata.txt to determine how the superseded data were derived.
 OH0029
 OH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ489288(NAD 83)
 OH0029_MARKER: DD = SURVEY DISK
 OH0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0029_SP_SET: FOOTING
 OH0029_STAMPING: 2606 26
 OH0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0029
 OH0029  HISTORY     - Date     Condition        Report By
 OH0029  HISTORY     - UNK      MONUMENTED       BOR
 OH0029  HISTORY     - 1936     GOOD             NGS
 OH0029  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0029
 OH0029                          STATION DESCRIPTION
 OH0029
 OH0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OH0029'IN MERIDIAN.
 OH0029'AT MERIDIAN, ADA COUNTY, 17.8 FEET SOUTH OF THE SOUTHWEST CORNER OF
 OH0029'THE CITY PUMPHOUSE AND FIRE STATION, IN THE TOP OF THE WEST CORNER OF
 OH0029'THE NORTHWEST CONCRETE FOOTING OF THE WATER TOWER, AND 0.7 FOOT EAST
 OH0029'OF THE WEST CORNER OF THE CONCRETE FOOTING.  A UNITED STATES
 OH0029'RECLAMATION SERVICE STANDARD DISK, STAMPED 2606 26.
 OH0029
 OH0029                          STATION RECOVERY (1983)
 OH0029
 OH0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0483 ***********************************************************************
 PY0483  DESIGNATION -  26.4 MI N
 PY0483  PID         -  PY0483
 PY0483  STATE/COUNTY-  ID/FREMONT
 PY0483  USGS QUAD   -  LAST CHANCE (1964)
 PY0483
 PY0483                         *CURRENT SURVEY CONTROL
 PY0483  ___________________________________________________________________
 PY0483* NAD 83(1986)-  44 18 44.     (N)    111 24 26.     (W)     SCALED    
 PY0483* NAVD 88     -      1871.771  (meters)    6140.97   (feet)  POSTED    
 PY0483  ___________________________________________________________________
 PY0483  GEOID HEIGHT-          -9.78  (meters)                     GEOID03
 PY0483  DYNAMIC HT  -        1870.740 (meters)    6137.59  (feet)  COMP
 PY0483  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 PY0483
 PY0483  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0483
 PY0483.The horizontal coordinates were scaled from a topographic map and have
 PY0483.an estimated accuracy of +/- 6 seconds.
 PY0483
 PY0483.The orthometric height was determined by differential leveling
 PY0483.and adjusted by the National Geodetic Survey in 1992..
 PY0483.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0483.rate of 0.0 thru 1.0 mm/km.
 PY0483
 PY0483.The geoid height was determined by GEOID03.
 PY0483
 PY0483.The dynamic height is computed by dividing the NAVD 88
 PY0483.geopotential number by the normal gravity value computed on the
 PY0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0483.degrees latitude (g = 980.6199 gals.).
 PY0483
 PY0483.The modeled gravity was interpolated from observed gravity values.
 PY0483
 PY0483;                    North         East    Units  Estimated Accuracy
 PY0483;SPC ID E     -   294,170.      260,590.      MT  (+/- 180 meters Scaled)
 PY0483
 PY0483                          SUPERSEDED SURVEY CONTROL
 PY0483
 PY0483  NGVD 29 (??/??/92) 1870.606  (m)         6137.15   (f) ADJ UNCH    2 0
 PY0483
 PY0483.Superseded values are not recommended for survey control.
 PY0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0483.See file dsdata.txt to determine how the superseded data were derived.
 PY0483
 PY0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ675066(NAD 83)
 PY0483_MARKER: DD = SURVEY DISK
 PY0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0483_SP_SET: CULVERT
 PY0483_STAMPING: 29 6139.26 1932
 PY0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0483
 PY0483  HISTORY     - Date     Condition        Report By
 PY0483  HISTORY     - 1932     MONUMENTED       BPR
 PY0483
 PY0483                          STATION DESCRIPTION
 PY0483
 PY0483'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 PY0483'26.4 MI N FROM ASHTON.
 PY0483'26.4 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0483'0.2 MILE NORTH OF OSBORNE SPRING, 125 FEET NORTH OF A ROAD LEADING
 PY0483'EAST TO ECCLES, 15 FEET EAST OF THE HIGHWAY, AND IN THE TOP OF A ROCK
 PY0483'HEAD WALL OF A HIGHWAY CULVERT.  A UNITED STATES BUREAU OF PUBLIC
 PY0483'ROADS STANDARD DISK, STAMPED 29 6139.26 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0425 ***********************************************************************
 QB0425  DESIGNATION -  2651
 QB0425  PID         -  QB0425
 QB0425  STATE/COUNTY-  ID/WASHINGTON
 QB0425  USGS QUAD   -  CAMBRIDGE (1986)
 QB0425
 QB0425                         *CURRENT SURVEY CONTROL
 QB0425  ___________________________________________________________________
 QB0425* NAD 83(1986)-  44 34 18.     (N)    116 40 28.     (W)     SCALED    
 QB0425* NAVD 88     -       809.183  (meters)    2654.79   (feet)  ADJUSTED  
 QB0425  ___________________________________________________________________
 QB0425  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 QB0425  DYNAMIC HT  -         808.949 (meters)    2654.03  (feet)  COMP
 QB0425  MODELED GRAV-     980,302.9   (mgal)                       NAVD 88
 QB0425
 QB0425  VERT ORDER  -  FIRST     CLASS II
 QB0425
 QB0425.The horizontal coordinates were scaled from a topographic map and have
 QB0425.an estimated accuracy of +/- 6 seconds.
 QB0425
 QB0425.The orthometric height was determined by differential leveling
 QB0425.and adjusted by the National Geodetic Survey in June 1991..
 QB0425.WARNING-Repeat measurements at this control monument indicate possible
 QB0425.vertical movement.
 QB0425
 QB0425.The geoid height was determined by GEOID03.
 QB0425
 QB0425.The dynamic height is computed by dividing the NAVD 88
 QB0425.geopotential number by the normal gravity value computed on the
 QB0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0425.degrees latitude (g = 980.6199 gals.).
 QB0425
 QB0425.The modeled gravity was interpolated from observed gravity values.
 QB0425
 QB0425;                    North         East    Units  Estimated Accuracy
 QB0425;SPC ID W     -   323,130.      726,570.      MT  (+/- 180 meters Scaled)
 QB0425
 QB0425                          SUPERSEDED SURVEY CONTROL
 QB0425
 QB0425  NGVD 29 (??/??/92)  808.146  (m)         2651.39   (f) ADJ UNCH    1 2
 QB0425
 QB0425.Superseded values are not recommended for survey control.
 QB0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0425.See file dsdata.txt to determine how the superseded data were derived.
 QB0425
 QB0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK258354(NAD 83)
 QB0425_MARKER: DD = SURVEY DISK
 QB0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0425_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0425_STAMPING: 2651 W
 QB0425_MARK LOGO: USGS  
 QB0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB0425+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2002
 QB0425
 QB0425  HISTORY     - Date     Condition        Report By
 QB0425  HISTORY     - UNK      MONUMENTED       USGS
 QB0425  HISTORY     - 1967     GOOD             NGS
 QB0425  HISTORY     - 1983     POOR             NGS
 QB0425  HISTORY     - 20020701 GOOD             IDTD
 QB0425
 QB0425                          STATION DESCRIPTION
 QB0425
 QB0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0425'IN CAMBRIDGE.
 QB0425'70 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE U.P RAILROAD STATION
 QB0425'AT CAMBRIDGE, 48 FEET WEST OF THE WEST RAIL OF THE SIDING, 42 FEET
 QB0425'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 95, 31 FEET NORTH OF THE
 QB0425'NORTHEAST CORNER OF CLYDE SNELLS SERVICE STATION, 18 FEET NORTH OF THE
 QB0425'EAST GAS PUMP, 4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 2 BY 2
 QB0425'FOOT CONCRETE FOUNDATION FOR A LAMP POST AND 3 FEET SOUTH OF A FIRE
 QB0425'HYDRANT.  A BRONZE DISK RIVETED TO A 3 1/2-INCH IRON PIPE THAT IS 1
 QB0425'INCH BELOW THE SURFACE.
 QB0425
 QB0425                          STATION RECOVERY (1983)
 QB0425
 QB0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0425'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  0.25 KM
 QB0425'(0.15 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0425'71 IN CAMBRIDGE, 0.8 KM (0.5 MI) NORTHWEST OF MILEPOST 114, ON THE
 QB0425'WEST CORNER OF THE CROSSING OF THE UNION PACIFIC RAILROAD, 12.2 METERS
 QB0425'(40 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 31.7 METERS
 QB0425'75.1 METERS (246.5 FT) WEST OF AND ACROSS THE HIGHWAY AND RAILROAD
 QB0425'FROM BENCH MARK M 408, 9.3 METERS (30.5 FT) NORTHEAST OF THE EAST
 QB0425'CORNER OF AN AMOCO SERVICE STATION, 0.9 METER (3 FT) SOUTHWEST OF A
 QB0425'FIRE HYDRANT.  FLUSH WITH THE GROUND.  STAMPING IS 2651 W 13.
 QB0425'NOTE--BM IS LOCATED IN AN AREA OVER WHICH MOTOR VEHICLES ARE
 QB0425'FREQUENTLY DRIVEN.  USE WITH CAUTION.
 QB0425'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 QB0425
 QB0425                          STATION RECOVERY (2002)
 QB0425
 QB0425'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JLG)
 QB0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0527 ***********************************************************************
 RY0527  DESIGNATION -  2654.8
 RY0527  PID         -  RY0527
 RY0527  STATE/COUNTY-  ID/SHOSHONE
 RY0527  USGS QUAD   -  PINCHOT BUTTE (1994)
 RY0527
 RY0527                         *CURRENT SURVEY CONTROL
 RY0527  ___________________________________________________________________
 RY0527* NAD 83(1986)-  46 54 08.     (N)    115 54 41.     (W)     SCALED    
 RY0527* NAVD 88     -       809.243  (meters)    2654.99   (feet)  ADJUSTED  
 RY0527  ___________________________________________________________________
 RY0527  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 RY0527  DYNAMIC HT  -         809.163 (meters)    2654.73  (feet)  COMP
 RY0527  MODELED GRAV-     980,488.0   (mgal)                       NAVD 88
 RY0527
 RY0527  VERT ORDER  -  SECOND    CLASS 0
 RY0527
 RY0527.The horizontal coordinates were scaled from a topographic map and have
 RY0527.an estimated accuracy of +/- 6 seconds.
 RY0527
 RY0527.The orthometric height was determined by differential leveling
 RY0527.and adjusted by the National Geodetic Survey in June 1991..
 RY0527
 RY0527.The geoid height was determined by GEOID03.
 RY0527
 RY0527.The dynamic height is computed by dividing the NAVD 88
 RY0527.geopotential number by the normal gravity value computed on the
 RY0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0527.degrees latitude (g = 980.6199 gals.).
 RY0527
 RY0527.The modeled gravity was interpolated from observed gravity values.
 RY0527
 RY0527;                    North         East    Units  Estimated Accuracy
 RY0527;SPC ID W     -   581,740.      787,700.      MT  (+/- 180 meters Scaled)
 RY0527
 RY0527                          SUPERSEDED SURVEY CONTROL
 RY0527
 RY0527  NGVD 29 (??/??/92)  808.106  (m)         2651.26   (f) ADJ UNCH    2 0
 RY0527
 RY0527.Superseded values are not recommended for survey control.
 RY0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0527.See file dsdata.txt to determine how the superseded data were derived.
 RY0527
 RY0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM829948(NAD 83)
 RY0527_MARKER: N = NAIL
 RY0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0527_SP_SET: TREE
 RY0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0527
 RY0527  HISTORY     - Date     Condition        Report By
 RY0527  HISTORY     - UNK      MONUMENTED       USGS
 RY0527  HISTORY     - 1936     GOOD             NGS
 RY0527
 RY0527                          STATION DESCRIPTION
 RY0527
 RY0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RY0527'2.7 MI NW FROM BOEHLS CABIN.
 RY0527'IN SHOSHONE COUNTY, ABOUT 2.7 MILES NORTHWEST ALONG THE STOCKING
 RY0527'MEADOWS-GOAT MOUNTAIN TRAIL FROM THE STEEL BRIDGE OVER BREAKFAST CREEK
 RY0527'NEAR BOEHLS CABIN, CLEARWATER COUNTY, ABOUT 0.3 MILE NORTHEAST OF THE
 RY0527'CROSSING OVER A SMALL STREAM, ON THE SOUTH SLOPE OF A HILL, IN A STAND
 RY0527'OF TALL TIMBER, 10 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL,
 RY0527'25.8 FEET WEST OF A BLAZED 28-INCH WHITE-FIR TREE, 10 FEET NORTHEAST
 RY0527'OF AN 18-INCH CEDAR TREE, IN THE NORTHEAST BASE OF A 4-FOOT CEDAR
 RY0527'TREE, AND ABOUT LEVEL WITH THE TRAIL.  A UNITED STATES GEOLOGICAL
 RY0527'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0095 ***********************************************************************
 OH0095  DESIGNATION -  2654.82
 OH0095  PID         -  OH0095
 OH0095  STATE/COUNTY-  ID/ADA
 OH0095  USGS QUAD   -  CLOVERDALE (1979)
 OH0095
 OH0095                         *CURRENT SURVEY CONTROL
 OH0095  ___________________________________________________________________
 OH0095* NAD 83(1986)-  43 35 25.     (N)    116 21 15.     (W)     SCALED    
 OH0095* NAVD 88     -       810.251  (meters)    2658.30   (feet)  ADJUSTED  
 OH0095  ___________________________________________________________________
 OH0095  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 OH0095  DYNAMIC HT  -         809.952 (meters)    2657.32  (feet)  COMP
 OH0095  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 OH0095
 OH0095  VERT ORDER  -  SECOND    CLASS 0
 OH0095
 OH0095.The horizontal coordinates were scaled from a topographic map and have
 OH0095.an estimated accuracy of +/- 6 seconds.
 OH0095
 OH0095.The orthometric height was determined by differential leveling
 OH0095.and adjusted by the National Geodetic Survey in June 1991..
 OH0095
 OH0095.The geoid height was determined by GEOID03.
 OH0095
 OH0095.The dynamic height is computed by dividing the NAVD 88
 OH0095.geopotential number by the normal gravity value computed on the
 OH0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0095.degrees latitude (g = 980.6199 gals.).
 OH0095
 OH0095.The modeled gravity was interpolated from observed gravity values.
 OH0095
 OH0095;                    North         East    Units  Estimated Accuracy
 OH0095;SPC ID W     -   213,850.      751,210.      MT  (+/- 180 meters Scaled)
 OH0095
 OH0095                          SUPERSEDED SURVEY CONTROL
 OH0095
 OH0095  NGVD 29 (??/??/92)  809.301  (m)         2655.18   (f) ADJ UNCH    2 0
 OH0095
 OH0095.Superseded values are not recommended for survey control.
 OH0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0095.See file dsdata.txt to determine how the superseded data were derived.
 OH0095
 OH0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ521265(NAD 83)
 OH0095_MARKER: DB = BENCH MARK DISK
 OH0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0095_STAMPING: 105 + 65.8 25 BM 2654.82
 OH0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0095+STABILITY: SURFACE MOTION
 OH0095
 OH0095  HISTORY     - Date     Condition        Report By
 OH0095  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0095  HISTORY     - 1959     GOOD             NGS
 OH0095
 OH0095                          STATION DESCRIPTION
 OH0095
 OH0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0095'7.9 MI SW FROM BOISE.
 OH0095'0.85 MILE SOUTH ALONG VISTA AVE. FROM THE RAILROAD DEPOT AT BOISE TO
 OH0095'OVERLAND ROAD, THENCE 7.05 MILES WEST ON OVERLAND ROAD, 67.0 FEET
 OH0095'SOUTHEAST OF POWER POLE NO. 16-32, 36.0 FEET SOUTHEAST OF THE
 OH0095'INTERSECTION OF OVERLAND ROAD AND FISK ROAD, SET IN A SQUARE CONCRETE
 OH0095'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0264 ***********************************************************************
 SV0264  DESIGNATION -  2661
 SV0264  PID         -  SV0264
 SV0264  STATE/COUNTY-  ID/BENEWAH
 SV0264  USGS QUAD   -  PLUMMER (1981)
 SV0264
 SV0264                         *CURRENT SURVEY CONTROL
 SV0264  ___________________________________________________________________
 SV0264* NAD 83(1986)-  47 20 07.     (N)    116 52 47.     (W)     SCALED    
 SV0264* NAVD 88     -       812.224  (meters)    2664.77   (feet)  ADJUSTED  
 SV0264  ___________________________________________________________________
 SV0264  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 SV0264  DYNAMIC HT  -         812.210 (meters)    2664.73  (feet)  COMP
 SV0264  MODELED GRAV-     980,568.0   (mgal)                       NAVD 88
 SV0264
 SV0264  VERT ORDER  -  SECOND    CLASS 0
 SV0264
 SV0264.The horizontal coordinates were scaled from a topographic map and have
 SV0264.an estimated accuracy of +/- 6 seconds.
 SV0264
 SV0264.The orthometric height was determined by differential leveling
 SV0264.and adjusted by the National Geodetic Survey in June 1991..
 SV0264
 SV0264.The geoid height was determined by GEOID03.
 SV0264
 SV0264.The dynamic height is computed by dividing the NAVD 88
 SV0264.geopotential number by the normal gravity value computed on the
 SV0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0264.degrees latitude (g = 980.6199 gals.).
 SV0264
 SV0264.The modeled gravity was interpolated from observed gravity values.
 SV0264
 SV0264;                    North         East    Units  Estimated Accuracy
 SV0264;SPC ID W     -   630,490.      714,620.      MT  (+/- 180 meters Scaled)
 SV0264
 SV0264                          SUPERSEDED SURVEY CONTROL
 SV0264
 SV0264  NGVD 29 (??/??/92)  811.072  (m)         2660.99   (f) ADJ UNCH    2 0
 SV0264
 SV0264.Superseded values are not recommended for survey control.
 SV0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0264.See file dsdata.txt to determine how the superseded data were derived.
 SV0264
 SV0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN090424(NAD 83)
 SV0264_MARKER: DD = SURVEY DISK
 SV0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0264_STAMPING: RIGHT-OF-WAY BOUNDARY
 SV0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0264+STABILITY: SURFACE MOTION
 SV0264
 SV0264  HISTORY     - Date     Condition        Report By
 SV0264  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0264  HISTORY     - 1952     GOOD             NGS
 SV0264  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0264
 SV0264                          STATION DESCRIPTION
 SV0264
 SV0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0264'0.7 MI E FROM PLUMMER.
 SV0264'0.7 MILE EAST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND NAVIGATION
 SV0264'CO. RAILROAD FROM THE STATION AT PLUMMER, BENEWAH COUNTY, 33 FEET
 SV0264'SOUTHEAST OF THE CENTER OF THE OVERHEAD CROSSING OF STATE HIGHWAY 5,
 SV0264'AND 15 FEET EAST OF THE CENTERLINE OF THE TRACK.  AN IDAHO DEPARTMENT
 SV0264'OF PUBLIC WORKS STANDARD DISK, STAMPED RIGHT-OF-WAY BOUNDARY AND SET
 SV0264'IN THE TOP OF A CONCRETE POST.
 SV0264
 SV0264                          STATION RECOVERY (1976)
 SV0264
 SV0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0033 ***********************************************************************
 RZ0033  DESIGNATION -  2697.6
 RZ0033  PID         -  RZ0033
 RZ0033  STATE/COUNTY-  ID/CLEARWATER
 RZ0033  USGS QUAD   -  ELK CREEK FALLS (1994)
 RZ0033
 RZ0033                         *CURRENT SURVEY CONTROL
 RZ0033  ___________________________________________________________________
 RZ0033* NAD 83(1986)-  46 41 39.     (N)    116 10 20.     (W)     SCALED    
 RZ0033* NAVD 88     -       822.519  (meters)    2698.55   (feet)  ADJUSTED  
 RZ0033  ___________________________________________________________________
 RZ0033  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 RZ0033  DYNAMIC HT  -         822.440 (meters)    2698.29  (feet)  COMP
 RZ0033  MODELED GRAV-     980,490.7   (mgal)                       NAVD 88
 RZ0033
 RZ0033  VERT ORDER  -  SECOND    CLASS 0
 RZ0033
 RZ0033.The horizontal coordinates were scaled from a topographic map and have
 RZ0033.an estimated accuracy of +/- 6 seconds.
 RZ0033
 RZ0033.The orthometric height was determined by differential leveling
 RZ0033.and adjusted by the National Geodetic Survey in June 1991..
 RZ0033
 RZ0033.The geoid height was determined by GEOID03.
 RZ0033
 RZ0033.The dynamic height is computed by dividing the NAVD 88
 RZ0033.geopotential number by the normal gravity value computed on the
 RZ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0033.degrees latitude (g = 980.6199 gals.).
 RZ0033
 RZ0033.The modeled gravity was interpolated from observed gravity values.
 RZ0033
 RZ0033;                    North         East    Units  Estimated Accuracy
 RZ0033;SPC ID W     -   558,680.      767,710.      MT  (+/- 180 meters Scaled)
 RZ0033
 RZ0033                          SUPERSEDED SURVEY CONTROL
 RZ0033
 RZ0033  NGVD 29 (??/??/92)  821.428  (m)         2694.97   (f) ADJ UNCH    2 0
 RZ0033
 RZ0033.Superseded values are not recommended for survey control.
 RZ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0033.See file dsdata.txt to determine how the superseded data were derived.
 RZ0033
 RZ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM632715(NAD 83)
 RZ0033_MARKER: N = NAIL
 RZ0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0033_SP_SET: TREE
 RZ0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0033
 RZ0033  HISTORY     - Date     Condition        Report By
 RZ0033  HISTORY     - UNK      MONUMENTED       USGS
 RZ0033  HISTORY     - 1935     GOOD             NGS
 RZ0033
 RZ0033                          STATION DESCRIPTION
 RZ0033
 RZ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RZ0033'13.7 MI SW FROM ELK RIVER.
 RZ0033'13.7 MILES SOUTHWEST OF, ALONG COUNTY ROAD TO AHSAHKA, FROM C.M.ST.P.
 RZ0033'AND P.RY. STATION.  COPPER NAIL AND WASHER IN BASE OF 22 INCH TAMARACK
 RZ0033'TREE.  TREE IS BLAZED ABOUT 4.5 FT ABOVE ROAD LEVEL AND PAINTED, US
 RZ0033'2697.6 BM.  74 FT. SOUTH OF BM T-128.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0496 ***********************************************************************
 NW0496  DESIGNATION -  27 EMH
 NW0496  PID         -  NW0496
 NW0496  STATE/COUNTY-  ID/OWYHEE
 NW0496  USGS QUAD   -  BIG SPRINGS RANCH (1972)
 NW0496
 NW0496                         *CURRENT SURVEY CONTROL
 NW0496  ___________________________________________________________________
 NW0496* NAD 83(1986)-  42 34 16.     (N)    116 23 56.     (W)     SCALED    
 NW0496* NAVD 88     -      1786.730  (meters)    5861.96   (feet)  POSTED    
 NW0496  ___________________________________________________________________
 NW0496  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 NW0496  DYNAMIC HT  -        1785.510 (meters)    5857.96  (feet)  COMP
 NW0496  MODELED GRAV-     979,875.9   (mgal)                       NAVD 88
 NW0496
 NW0496  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0496
 NW0496.The horizontal coordinates were scaled from a topographic map and have
 NW0496.an estimated accuracy of +/- 6 seconds.
 NW0496
 NW0496.The orthometric height was determined by differential leveling
 NW0496.and adjusted by the National Geodetic Survey in 1992..
 NW0496.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0496.rate of 0.0 thru 1.0 mm/km.
 NW0496
 NW0496.The geoid height was determined by GEOID03.
 NW0496
 NW0496.The dynamic height is computed by dividing the NAVD 88
 NW0496.geopotential number by the normal gravity value computed on the
 NW0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0496.degrees latitude (g = 980.6199 gals.).
 NW0496
 NW0496.The modeled gravity was interpolated from observed gravity values.
 NW0496
 NW0496;                    North         East    Units  Estimated Accuracy
 NW0496;SPC ID W     -   100,660.      746,730.      MT  (+/- 180 meters Scaled)
 NW0496
 NW0496                          SUPERSEDED SURVEY CONTROL
 NW0496
 NW0496.No superseded survey control is available for this station.
 NW0496
 NW0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH493133(NAD 83)
 NW0496_MARKER: DD = SURVEY DISK
 NW0496_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0496_SP_SET: COPPER-CLAD STEEL ROD
 NW0496_STAMPING: 27 EMH 1972 5858
 NW0496_MARK LOGO: USGS  
 NW0496_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0496+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0496
 NW0496  HISTORY     - Date     Condition        Report By
 NW0496  HISTORY     - 1972     MONUMENTED       USGS
 NW0496
 NW0496                          STATION DESCRIPTION
 NW0496
 NW0496'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0496'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0496'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0496'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0496'TRACK ROAD, THENCE 4.0 MILES SOUTHEAST ALONG TRACK ROAD, 9.1 MILES
 NW0496'NORTHWEST OF UPPER BATTLE CREEK CROSSING, 0.25 MILES SOUTHEAST OF A
 NW0496'RESERVOIR ON THE SOUTHWEST SIDE OF THE ROAD, ABOUT 250 FEET NORTHEAST
 NW0496'OF THE EAST END OF A LARGE ASPEN GROVE, 180 FEET NORTHWEST OF THE
 NW0496'BEGINNING OF A SHARP CURVE RIGHT, 27 FEET SOUTHWEST AND ABOUT LEVEL
 NW0496'WITH THE CENTERLINE OF THE ROAD, A 5/8-INCH COPPER-COATED ROD ENCASED
 NW0496'IN A 6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0453 ***********************************************************************
 NW0453  DESIGNATION -  27 FMK
 NW0453  PID         -  NW0453
 NW0453  STATE/COUNTY-  ID/OWYHEE
 NW0453  USGS QUAD   -  TRIANGLE RESERVOIR (1990)
 NW0453
 NW0453                         *CURRENT SURVEY CONTROL
 NW0453  ___________________________________________________________________
 NW0453* NAD 83(1986)-  42 50 16.     (N)    116 37 21.     (W)     SCALED    
 NW0453* NAVD 88     -      1585.505  (meters)    5201.78   (feet)  POSTED    
 NW0453  ___________________________________________________________________
 NW0453  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0453  DYNAMIC HT  -        1584.530 (meters)    5198.58  (feet)  COMP
 NW0453  MODELED GRAV-     979,948.6   (mgal)                       NAVD 88
 NW0453
 NW0453  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0453
 NW0453.The horizontal coordinates were scaled from a topographic map and have
 NW0453.an estimated accuracy of +/- 6 seconds.
 NW0453
 NW0453.The orthometric height was determined by differential leveling
 NW0453.and adjusted by the National Geodetic Survey in 1992..
 NW0453.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0453.rate of 1.1 thru 2.0 mm/km.
 NW0453
 NW0453.The geoid height was determined by GEOID03.
 NW0453
 NW0453.The dynamic height is computed by dividing the NAVD 88
 NW0453.geopotential number by the normal gravity value computed on the
 NW0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0453.degrees latitude (g = 980.6199 gals.).
 NW0453
 NW0453.The modeled gravity was interpolated from observed gravity values.
 NW0453
 NW0453;                    North         East    Units  Estimated Accuracy
 NW0453;SPC ID W     -   130,450.      728,670.      MT  (+/- 180 meters Scaled)
 NW0453
 NW0453                          SUPERSEDED SURVEY CONTROL
 NW0453
 NW0453.No superseded survey control is available for this station.
 NW0453
 NW0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH308428(NAD 83)
 NW0453_MARKER: DD = SURVEY DISK
 NW0453_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0453_SP_SET: PREFAB CONC. POST IN EARTH
 NW0453_STAMPING: 27 FMK 1964
 NW0453_MARK LOGO: USGS  
 NW0453_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0453+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0453
 NW0453  HISTORY     - Date     Condition        Report By
 NW0453  HISTORY     - 1964     MONUMENTED       USGS
 NW0453
 NW0453                          STATION DESCRIPTION
 NW0453
 NW0453'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0453'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0453'COUNTY ROAD, THENCE 21.4 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0453'ROAD, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, 10 FEET NORTH OF A
 NW0453'FENCE CORNER, 5 FEET NORTH OF A WITNESS POST, 2.5 FEET WEST OF THE
 NW0453'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0891 ***********************************************************************
 OY0891  DESIGNATION -  27 KK
 OY0891  PID         -  OY0891
 OY0891  STATE/COUNTY-  ID/BINGHAM
 OY0891  USGS QUAD   -  SPRINGFIELD NW (1980)
 OY0891
 OY0891                         *CURRENT SURVEY CONTROL
 OY0891  ___________________________________________________________________
 OY0891* NAD 83(1992)-  43 10 30.12878(N)    112 43 53.26716(W)     ADJUSTED  
 OY0891* NAVD 88     -      1389.7    (meters)    4559.     (feet)  VERTCON   
 OY0891  ___________________________________________________________________
 OY0891  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 OY0891  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 OY0891
 OY0891  HORZ ORDER  -  THIRD
 OY0891  VERT ORDER  -  THIRD ? (See Below)
 OY0891
 OY0891.The horizontal coordinates were established by classical geodetic methods
 OY0891.and adjusted by the National Geodetic Survey in July 1992..
 OY0891
 OY0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0891.The vertical order pertains to the NGVD 29 superseded value.
 OY0891
 OY0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0891
 OY0891.The geoid height was determined by GEOID03.
 OY0891
 OY0891;                    North         East     Units Scale Factor Converg.
 OY0891;SPC ID E     -   167,697.903   154,079.263   MT  0.99997330   -0 23 11.2
 OY0891;UTM  12      - 4,781,707.690   359,271.159   MT  0.99984363   -1 11 05.7
 OY0891
 OY0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0891!SPC ID E     -   0.99978412  x   0.99997330  =   0.99975742
 OY0891!UTM  12      -   0.99978412  x   0.99984363  =   0.99962778
 OY0891
 OY0891:                Primary Azimuth Mark                     Grid Az
 OY0891:SPC ID E     -  CHANDLER RESET                           178 27 15.8
 OY0891:UTM  12      -  CHANDLER RESET                           179 15 10.3
 OY0891
 OY0891|---------------------------------------------------------------------|
 OY0891| PID    Reference Object                     Distance      Geod. Az  |
 OY0891|                                                           dddmmss.s |
 OY0891| OY0889 CHANDLER RESET                      APPROX. 7.7 KM 1780404.6 |
 OY0891|---------------------------------------------------------------------|
 OY0891
 OY0891                          SUPERSEDED SURVEY CONTROL
 OY0891
 OY0891  NAD 83(1986)-  43 10 30.12315(N)    112 43 53.25177(W) AD(       ) 3
 OY0891  NAD 27      -  43 10 30.43407(N)    112 43 50.28926(W) AD(       ) 3
 OY0891  NGVD 29 (07/19/86) 1388.7    (m)         4556.     (f) LEVELING    3  
 OY0891
 OY0891.Superseded values are not recommended for survey control.
 OY0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0891.See file dsdata.txt to determine how the superseded data were derived.
 OY0891
 OY0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5927181708(NAD 83)
 OY0891_MARKER: DB = BENCH MARK DISK
 OY0891_SETTING: 0 = UNSPECIFIED SETTING
 OY0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0891
 OY0891  HISTORY     - Date     Condition        Report By
 OY0891  HISTORY     - 1949     MONUMENTED       USGS
 OY0891
 OY0891                          STATION DESCRIPTION
 OY0891
 OY0891'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 OY0891'LOCATED ABOUT 7.0 MI. NW. OF SPRINGFIELD, 9.0 MI. (AIRLINE DISTANCES)
 OY0891'W. OF LIBERTY RAILROAD STATION, 64 FT. NE. OF DIRT RD. INTERSECTION,
 OY0891'AND 14.0 FT. E. OF CENTER OF N-S. RD., ON LOW SAGE-COVERED KNOLL.
 OY0891'
 OY0891'TO REACH FROM SPRINGFIELD, DRIVE W. ON STATE HIGHWAY 39 FOR 2.4 MI.
 OY0891'TO CROSSROADS, TURN RIGHT (N.) ON DIRT RD. AND DRIVE 3.5 MI. TO RD.
 OY0891'FORKS, TAKE RIGHT FORK (N.) AND DRIVE 1.9 MI. TO RD. FORKS, TAKE LEFT
 OY0891'FORK (N.), DRIVE 1.7 MI. TO CROSSROADS AND STATION.
 OY0891'
 OY0891'STATION MARK--STANDARD LEVEL BENCH MARK TABLET STAMPED---27 KK 1948
 OY0891'4556--- AND SET IN CONCRETE POST.
 OY0891'
 OY0891'REFERENCE MARK NO. 1--STANDARD RM TABLET STAMPED---NO 1 1949---, SET
 OY0891'IN CONCRETE POST, 26.91 FT. FROM STATION MARK, N 00 DEG 02 MIN W.
 OY0891'
 OY0891'REFERENCE MARK NO. 2--STANDARD RM TABLET STAMPED---NO 2 1949---, SET
 OY0891'IN CONCRETE POST, 50.62 FT. FROM STATION MARK, S 85 DEG 33 MIN E.
 OY0891'
 OY0891'REFERENCE MARK NO. 3--ONE IN. IRON ROD PROJECTING ABOUT 6 IN. ABOVE
 OY0891'GROUND, 110.20 FT. FROM STATION MARK, S 15 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0553 ***********************************************************************
 NW0553  DESIGNATION -  27 MDC
 NW0553  PID         -  NW0553
 NW0553  STATE/COUNTY-  ID/OWYHEE
 NW0553  USGS QUAD   -  PLEASANT VALLEY (1973)
 NW0553
 NW0553                         *CURRENT SURVEY CONTROL
 NW0553  ___________________________________________________________________
 NW0553* NAD 83(1986)-  42 32 28.     (N)    116 48 11.     (W)     SCALED    
 NW0553* NAVD 88     -      1721.098  (meters)    5646.64   (feet)  POSTED    
 NW0553  ___________________________________________________________________
 NW0553  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 NW0553  DYNAMIC HT  -        1719.960 (meters)    5642.90  (feet)  COMP
 NW0553  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 NW0553
 NW0553  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0553
 NW0553.The horizontal coordinates were scaled from a topographic map and have
 NW0553.an estimated accuracy of +/- 6 seconds.
 NW0553
 NW0553.The orthometric height was determined by differential leveling
 NW0553.and adjusted by the National Geodetic Survey in 1992..
 NW0553.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0553.rate of 0.0 thru 1.0 mm/km.
 NW0553
 NW0553.The geoid height was determined by GEOID03.
 NW0553
 NW0553.The dynamic height is computed by dividing the NAVD 88
 NW0553.geopotential number by the normal gravity value computed on the
 NW0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0553.degrees latitude (g = 980.6199 gals.).
 NW0553
 NW0553.The modeled gravity was interpolated from observed gravity values.
 NW0553
 NW0553;                    North         East    Units  Estimated Accuracy
 NW0553;SPC ID W     -    97,660.      713,500.      MT  (+/- 180 meters Scaled)
 NW0553
 NW0553                          SUPERSEDED SURVEY CONTROL
 NW0553
 NW0553.No superseded survey control is available for this station.
 NW0553
 NW0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH161098(NAD 83)
 NW0553_MARKER: DD = SURVEY DISK
 NW0553_SETTING: 66 = SET IN ROCK OUTCROP
 NW0553_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0553_STAMPING: 27 MDC 1973 5643
 NW0553_MARK LOGO: USGS  
 NW0553_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0553+STABILITY: POSITION/ELEVATION WELL
 NW0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0553+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0553
 NW0553  HISTORY     - Date     Condition        Report By
 NW0553  HISTORY     - 1973     MONUMENTED       USGS
 NW0553
 NW0553                          STATION DESCRIPTION
 NW0553
 NW0553'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0553'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0553'SOUTH ALONG A GRAVELED ROAD, THENCE 27.0 MILES SOUTH AND EAST ALONG A
 NW0553'DIRT ROAD TOWARD GRANDVIEW, IDAHO, AT THE TOP OF A SUMMIT, 119 FEET
 NW0553'NORTH OF THE CENTERLINE OF THE ROAD, IN AN OUTCROP THAT IS FLANKED
 NW0553'WEST AND EAST BY A JUNIPER TREE, CEMENTED IN THE CENTER OF A LAVA
 NW0553'OUTCROP PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0299 ***********************************************************************
 SV0299  DESIGNATION -  27 RESET
 SV0299  PID         -  SV0299
 SV0299  STATE/COUNTY-  ID/BENEWAH
 SV0299  USGS QUAD   -  ST MARIES (1995)
 SV0299
 SV0299                         *CURRENT SURVEY CONTROL
 SV0299  ___________________________________________________________________
 SV0299* NAD 83(1986)-  47 18 52.     (N)    116 33 38.     (W)     SCALED    
 SV0299* NAVD 88     -       655.44   (meters)    2150.4    (feet)  RESET     
 SV0299  ___________________________________________________________________
 SV0299  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 SV0299
 SV0299  VERT ORDER  -  THIRD
 SV0299
 SV0299.The horizontal coordinates were scaled from a topographic map and have
 SV0299.an estimated accuracy of +/- 6 seconds.
 SV0299
 SV0299.The orthometric height was computed from unverified reset data.
 SV0299
 SV0299.The geoid height was determined by GEOID03.
 SV0299
 SV0299;                    North         East    Units  Estimated Accuracy
 SV0299;SPC ID W     -   627,870.      738,720.      MT  (+/- 180 meters Scaled)
 SV0299
 SV0299                          SUPERSEDED SURVEY CONTROL
 SV0299
 SV0299.No superseded survey control is available for this station.
 SV0299
 SV0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN332402(NAD 83)
 SV0299_MARKER: DD = SURVEY DISK
 SV0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0299_SP_SET: SIDEWALK
 SV0299_STAMPING: 27 RESET 1960
 SV0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0299
 SV0299  HISTORY     - Date     Condition        Report By
 SV0299  HISTORY     - 1960     MONUMENTED       IDDT
 SV0299  HISTORY     - 1963     GOOD             USGS
 SV0299
 SV0299                          STATION DESCRIPTION
 SV0299
 SV0299'DESCRIBED BY ID DEPT OF TRANSP 1960
 SV0299'IN ST MARIES.
 SV0299'THE MARK IS LOCATED AT ST. MARIES, 80 YARDS SOUTH OF THE CHICAGO,
 SV0299'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, AT THE SMITH CREAMERY
 SV0299'BUILDING (FORMERLY THE KOOTENAI STATE BANK), AND SET IN A CONCRETE
 SV0299'SIDEWALK NEAR THE CURB, 4 FEET NORTH OF THE OLD BENCH MARK.  5 FEET
 SV0299'NORTH OF THE NORTH WALL OF THE SMITH CREAMERY BUILDING.
 SV0299
 SV0299                          STATION RECOVERY (1963)
 SV0299
 SV0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 SV0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0192 ***********************************************************************
 OH0192  DESIGNATION -  2719.2
 OH0192  PID         -  OH0192
 OH0192  STATE/COUNTY-  ID/GEM
 OH0192  USGS QUAD   -  MONTOUR (1985)
 OH0192
 OH0192                         *CURRENT SURVEY CONTROL
 OH0192  ___________________________________________________________________
 OH0192* NAD 83(1986)-  43 55 01.     (N)    116 16 59.     (W)     SCALED    
 OH0192* NAVD 88     -       829.977  (meters)    2723.02   (feet)  ADJUSTED  
 OH0192  ___________________________________________________________________
 OH0192  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 OH0192  DYNAMIC HT  -         829.682 (meters)    2722.05  (feet)  COMP
 OH0192  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 OH0192
 OH0192  VERT ORDER  -  SECOND    CLASS 0
 OH0192
 OH0192.The horizontal coordinates were scaled from a topographic map and have
 OH0192.an estimated accuracy of +/- 6 seconds.
 OH0192
 OH0192.The orthometric height was determined by differential leveling
 OH0192.and adjusted by the National Geodetic Survey in June 1991..
 OH0192
 OH0192.The geoid height was determined by GEOID03.
 OH0192
 OH0192.The dynamic height is computed by dividing the NAVD 88
 OH0192.geopotential number by the normal gravity value computed on the
 OH0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0192.degrees latitude (g = 980.6199 gals.).
 OH0192
 OH0192.The modeled gravity was interpolated from observed gravity values.
 OH0192
 OH0192;                    North         East    Units  Estimated Accuracy
 OH0192;SPC ID W     -   250,100.      757,190.      MT  (+/- 180 meters Scaled)
 OH0192
 OH0192                          SUPERSEDED SURVEY CONTROL
 OH0192
 OH0192  NGVD 29 (??/??/92)  828.993  (m)         2719.79   (f) ADJ UNCH    2 0
 OH0192
 OH0192.Superseded values are not recommended for survey control.
 OH0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0192.See file dsdata.txt to determine how the superseded data were derived.
 OH0192
 OH0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ575628(NAD 83)
 OH0192_MARKER: Q = CHISELED SQUARE
 OH0192_SETTING: 80 = SET IN A BOULDER
 OH0192_SP_SET: LAVA BOULDER
 OH0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0192+STABILITY: SURFACE MOTION
 OH0192
 OH0192  HISTORY     - Date     Condition        Report By
 OH0192  HISTORY     - UNK      MONUMENTED       USGS
 OH0192  HISTORY     - 1935     GOOD             NGS
 OH0192
 OH0192                          STATION DESCRIPTION
 OH0192
 OH0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0192'2.5 MI E FROM MONTOUR.
 OH0192'2.5 MILES EAST ALONG STATE HIGHWAY 16 FROM THE HIGH SCHOOL AT MONTOUR,
 OH0192'GEM COUNTY, 0.5 MILE NORTH OF OLD BLACK CANYON DAM, 60 FEET NORTHEAST
 OH0192'OF THE CENTER OF A HAIRPIN CURVE, 45 FEET NORTH OF THE CENTERLINE OF
 OH0192'THE HIGHWAY, ON TOP OF WEST END OF A LAVA BOULDER.  A CHISELED SQUARE,
 OH0192'PAINTED 2719.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0105 ***********************************************************************
 OH0105  DESIGNATION -  2733
 OH0105  PID         -  OH0105
 OH0105  STATE/COUNTY-  ID/ADA
 OH0105  USGS QUAD   -  CLOVERDALE (1979)
 OH0105
 OH0105                         *CURRENT SURVEY CONTROL
 OH0105  ___________________________________________________________________
 OH0105* NAD 83(1986)-  43 35 25.     (N)    116 17 38.     (W)     SCALED    
 OH0105* NAVD 88     -       834.112  (meters)    2736.58   (feet)  ADJUSTED  
 OH0105  ___________________________________________________________________
 OH0105  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 OH0105  DYNAMIC HT  -         833.796 (meters)    2735.55  (feet)  COMP
 OH0105  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 OH0105
 OH0105  VERT ORDER  -  SECOND    CLASS 0
 OH0105
 OH0105.The horizontal coordinates were scaled from a topographic map and have
 OH0105.an estimated accuracy of +/- 6 seconds.
 OH0105
 OH0105.The orthometric height was determined by differential leveling
 OH0105.and adjusted by the National Geodetic Survey in June 1991..
 OH0105
 OH0105.The geoid height was determined by GEOID03.
 OH0105
 OH0105.The dynamic height is computed by dividing the NAVD 88
 OH0105.geopotential number by the normal gravity value computed on the
 OH0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0105.degrees latitude (g = 980.6199 gals.).
 OH0105
 OH0105.The modeled gravity was interpolated from observed gravity values.
 OH0105
 OH0105;                    North         East    Units  Estimated Accuracy
 OH0105;SPC ID W     -   213,820.      756,080.      MT  (+/- 180 meters Scaled)
 OH0105
 OH0105                          SUPERSEDED SURVEY CONTROL
 OH0105
 OH0105  NGVD 29 (??/??/92)  833.155  (m)         2733.44   (f) ADJ UNCH    2 0
 OH0105
 OH0105.Superseded values are not recommended for survey control.
 OH0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0105.See file dsdata.txt to determine how the superseded data were derived.
 OH0105
 OH0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ570266(NAD 83)
 OH0105_MARKER: P = PIPE CAP
 OH0105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH0105_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0105
 OH0105  HISTORY     - Date     Condition        Report By
 OH0105  HISTORY     - UNK      MONUMENTED       BOR
 OH0105  HISTORY     - 1959     GOOD             NGS
 OH0105  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0105
 OH0105                          STATION DESCRIPTION
 OH0105
 OH0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0105'4.9 MI SW FROM BOISE.
 OH0105'0.85 MILE SOUTH ALONG VISTA AVE. FROM THE RAILROAD DEPOT AT BOISE,
 OH0105'THENCE 4.05 MILES WEST ON OVERLAND ROAD, 43.0 FEET NORTHEAST OF THE
 OH0105'INTERSECTION OF OVERLAND ROAD AND MAPLE GROVE ROAD, 52.0 FEET EAST OF
 OH0105'TELEPHONE POLE NO. 98, A 4 INCH PIPE PROJECTING 16 INCHES.
 OH0105
 OH0105                          STATION RECOVERY (1983)
 OH0105
 OH0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0127 ***********************************************************************
 OY0127  DESIGNATION -  275+619
 OY0127  PID         -  OY0127
 OY0127  STATE/COUNTY-  ID/JEFFERSON
 OY0127  USGS QUAD   -  MUD LAKE SE (1964)
 OY0127
 OY0127                         *CURRENT SURVEY CONTROL
 OY0127  ___________________________________________________________________
 OY0127* NAD 83(1986)-  43 50 23.     (N)    112 17 46.     (W)     SCALED    
 OY0127* NAVD 88     -      1461.377  (meters)    4794.53   (feet)  ADJUSTED  
 OY0127  ___________________________________________________________________
 OY0127  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 OY0127  DYNAMIC HT  -        1460.640 (meters)    4792.12  (feet)  COMP
 OY0127  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 OY0127
 OY0127  VERT ORDER  -  SECOND    CLASS 0
 OY0127
 OY0127.The horizontal coordinates were scaled from a topographic map and have
 OY0127.an estimated accuracy of +/- 6 seconds.
 OY0127
 OY0127.The orthometric height was determined by differential leveling
 OY0127.and adjusted by the National Geodetic Survey in June 1991..
 OY0127
 OY0127.The geoid height was determined by GEOID03.
 OY0127
 OY0127.The dynamic height is computed by dividing the NAVD 88
 OY0127.geopotential number by the normal gravity value computed on the
 OY0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0127.degrees latitude (g = 980.6199 gals.).
 OY0127
 OY0127.The modeled gravity was interpolated from observed gravity values.
 OY0127
 OY0127;                    North         East    Units  Estimated Accuracy
 OY0127;SPC ID E     -   241,400.      189,590.      MT  (+/- 180 meters Scaled)
 OY0127
 OY0127                          SUPERSEDED SURVEY CONTROL
 OY0127
 OY0127  NGVD 29 (??/??/92) 1460.280  (m)         4790.94   (f) ADJ UNCH    2 0
 OY0127
 OY0127.Superseded values are not recommended for survey control.
 OY0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0127.See file dsdata.txt to determine how the superseded data were derived.
 OY0127
 OY0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP958548(NAD 83)
 OY0127_MARKER: DD = SURVEY DISK
 OY0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0127_STAMPING: 275+619 4790.65
 OY0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0127+STABILITY: SURFACE MOTION
 OY0127
 OY0127  HISTORY     - Date     Condition        Report By
 OY0127  HISTORY     - UNK      MONUMENTED       IDPWD
 OY0127  HISTORY     - 1948     GOOD             NGS
 OY0127  HISTORY     - 19920530 MARK NOT FOUND   NGS
 OY0127
 OY0127                          STATION DESCRIPTION
 OY0127
 OY0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0127'7.7 MI E FROM TERRETON.
 OY0127'ABOUT 7.7 MILES EAST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE
 OY0127'AT TERRETON, ABOUT 0.3 MILE WEST OF THE WEST SLOPE OF A STEEP GRADE,
 OY0127'48.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET NORTH OF A
 OY0127'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 OY0127'ABOVE THE GROUND.
 OY0127
 OY0127                          STATION RECOVERY (1992)
 OY0127
 OY0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0127'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0120 ***********************************************************************
 OH0120  DESIGNATION -  277679
 OH0120  PID         -  OH0120
 OH0120  STATE/COUNTY-  ID/ADA
 OH0120  USGS QUAD   -  CLOVERDALE (1979)
 OH0120
 OH0120                         *CURRENT SURVEY CONTROL
 OH0120  ___________________________________________________________________
 OH0120* NAD 83(1986)-  43 35 23.     (N)    116 15 12.     (W)     SCALED    
 OH0120* NAVD 88     -       847.259  (meters)    2779.72   (feet)  ADJUSTED  
 OH0120  ___________________________________________________________________
 OH0120  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 OH0120  DYNAMIC HT  -         846.933 (meters)    2778.65  (feet)  COMP
 OH0120  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 OH0120
 OH0120  VERT ORDER  -  SECOND    CLASS 0
 OH0120
 OH0120.The horizontal coordinates were scaled from a topographic map and have
 OH0120.an estimated accuracy of +/- 6 seconds.
 OH0120
 OH0120.The orthometric height was determined by differential leveling
 OH0120.and adjusted by the National Geodetic Survey in June 1991..
 OH0120
 OH0120.The geoid height was determined by GEOID03.
 OH0120
 OH0120.The dynamic height is computed by dividing the NAVD 88
 OH0120.geopotential number by the normal gravity value computed on the
 OH0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0120.degrees latitude (g = 980.6199 gals.).
 OH0120
 OH0120.The modeled gravity was interpolated from observed gravity values.
 OH0120
 OH0120;                    North         East    Units  Estimated Accuracy
 OH0120;SPC ID W     -   213,730.      759,360.      MT  (+/- 180 meters Scaled)
 OH0120
 OH0120                          SUPERSEDED SURVEY CONTROL
 OH0120
 OH0120  NGVD 29 (??/??/92)  846.298  (m)         2776.56   (f) ADJ UNCH    2 0
 OH0120
 OH0120.Superseded values are not recommended for survey control.
 OH0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0120.See file dsdata.txt to determine how the superseded data were derived.
 OH0120
 OH0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ602265(NAD 83)
 OH0120_MARKER: P = PIPE CAP
 OH0120_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH0120_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH0120_STAMPING: 277649
 OH0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0120
 OH0120  HISTORY     - Date     Condition        Report By
 OH0120  HISTORY     - UNK      MONUMENTED       BOR
 OH0120  HISTORY     - 1959     GOOD             NGS
 OH0120
 OH0120                          STATION DESCRIPTION
 OH0120
 OH0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0120'2.9 MI SW FROM BOISE.
 OH0120'0.85 MILE SOUTH ALONG VISTA AVE. FROM THE RAILROAD DEPOT AT BOISE,
 OH0120'THENCE 2.05 MILES WEST ON OVERLAND ROAD, 39.0 FEET SOUTHEAST OF THE
 OH0120'INTERSECTION OF OVERLAND ROAD AND CURTIS ROAD, 5.0 FEET SOUTHWEST OF
 OH0120'POWER POLE NO. 488, A FOUR INCH PIPE PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0404 ***********************************************************************
 QB0404  DESIGNATION -  2779.32
 QB0404  PID         -  QB0404
 QB0404  STATE/COUNTY-  ID/WASHINGTON
 QB0404  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0404
 QB0404                         *CURRENT SURVEY CONTROL
 QB0404  ___________________________________________________________________
 QB0404* NAD 83(1986)-  44 34 49.     (N)    116 31 47.     (W)     SCALED    
 QB0404* NAVD 88     -       848.241  (meters)    2782.94   (feet)  ADJUSTED  
 QB0404  ___________________________________________________________________
 QB0404  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 QB0404  DYNAMIC HT  -         847.987 (meters)    2782.10  (feet)  COMP
 QB0404  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 QB0404
 QB0404  VERT ORDER  -  FIRST     CLASS II
 QB0404
 QB0404.The horizontal coordinates were scaled from a topographic map and have
 QB0404.an estimated accuracy of +/- 6 seconds.
 QB0404
 QB0404.The orthometric height was determined by differential leveling
 QB0404.and adjusted by the National Geodetic Survey in June 1991..
 QB0404
 QB0404.The geoid height was determined by GEOID03.
 QB0404
 QB0404.The dynamic height is computed by dividing the NAVD 88
 QB0404.geopotential number by the normal gravity value computed on the
 QB0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0404.degrees latitude (g = 980.6199 gals.).
 QB0404
 QB0404.The modeled gravity was interpolated from observed gravity values.
 QB0404
 QB0404;                    North         East    Units  Estimated Accuracy
 QB0404;SPC ID W     -   323,960.      738,080.      MT  (+/- 180 meters Scaled)
 QB0404
 QB0404                          SUPERSEDED SURVEY CONTROL
 QB0404
 QB0404  NGVD 29 (??/??/92)  847.194  (m)         2779.50   (f) ADJ UNCH    1 2
 QB0404
 QB0404.Superseded values are not recommended for survey control.
 QB0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0404.See file dsdata.txt to determine how the superseded data were derived.
 QB0404
 QB0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK373364(NAD 83)
 QB0404_MARKER: DD = SURVEY DISK
 QB0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0404_STAMPING: 2779.32
 QB0404_MARK LOGO: IDPWD 
 QB0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0404+STABILITY: SURFACE MOTION
 QB0404
 QB0404  HISTORY     - Date     Condition        Report By
 QB0404  HISTORY     - UNK      MONUMENTED       IDPWD
 QB0404  HISTORY     - 1967     GOOD             NGS
 QB0404  HISTORY     - 1983     POOR             NGS
 QB0404
 QB0404                          STATION DESCRIPTION
 QB0404
 QB0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0404'7.7 MI E FROM CAMBRIDGE.
 QB0404'7.7 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0404'CAMBRIDGE, 0.35 MILE NORTHEAST OF MILE POST NO. 125, 96 FEET SOUTH OF
 QB0404'THE WASHINGTON-ADAMS COUNTY LINE, 84 FEET SOUTHWEST OF A T FENCE
 QB0404'CORNER, 81 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM BENCH MARK WW
 QB0404'320 (IDPW), 40 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 1
 QB0404'FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE SET IN A 5-INCH SQUARE
 QB0404'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 QB0404
 QB0404                          STATION RECOVERY (1983)
 QB0404
 QB0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0404'THE CONCRETE WAS FOUND BROKEN OFF AT GROUND LEVEL, NOT LEVELED TO IN
 QB0404'1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0655 ***********************************************************************
 SU0655  DESIGNATION -  2785
 SU0655  PID         -  SU0655
 SU0655  STATE/COUNTY-  ID/SHOSHONE
 SU0655  USGS QUAD   -  OSBURN (1996)
 SU0655
 SU0655                         *CURRENT SURVEY CONTROL
 SU0655  ___________________________________________________________________
 SU0655* NAD 83(1986)-  47 33 39.     (N)    115 55 33.     (W)     SCALED    
 SU0655* NAVD 88     -       849.467  (meters)    2786.96   (feet)  ADJUSTED  
 SU0655  ___________________________________________________________________
 SU0655  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 SU0655  DYNAMIC HT  -         849.441 (meters)    2786.87  (feet)  COMP
 SU0655  MODELED GRAV-     980,553.3   (mgal)                       NAVD 88
 SU0655
 SU0655  VERT ORDER  -  SECOND    CLASS 0
 SU0655
 SU0655.The horizontal coordinates were scaled from a topographic map and have
 SU0655.an estimated accuracy of +/- 6 seconds.
 SU0655
 SU0655.The orthometric height was determined by differential leveling
 SU0655.and adjusted by the National Geodetic Survey in June 1991..
 SU0655
 SU0655.The geoid height was determined by GEOID03.
 SU0655
 SU0655.The dynamic height is computed by dividing the NAVD 88
 SU0655.geopotential number by the normal gravity value computed on the
 SU0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0655.degrees latitude (g = 980.6199 gals.).
 SU0655
 SU0655.The modeled gravity was interpolated from observed gravity values.
 SU0655
 SU0655;                    North         East    Units  Estimated Accuracy
 SU0655;SPC ID W     -   654,960.      786,770.      MT  (+/- 180 meters Scaled)
 SU0655
 SU0655                          SUPERSEDED SURVEY CONTROL
 SU0655
 SU0655  NGVD 29 (??/??/92)  848.305  (m)         2783.15   (f) ADJ UNCH    2 0
 SU0655
 SU0655.Superseded values are not recommended for survey control.
 SU0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0655.See file dsdata.txt to determine how the superseded data were derived.
 SU0655
 SU0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN808680(NAD 83)
 SU0655_MARKER: P = PIPE CAP
 SU0655_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0655_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0655_STAMPING: 2785 S
 SU0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0655
 SU0655  HISTORY     - Date     Condition        Report By
 SU0655  HISTORY     - UNK      MONUMENTED       USGS
 SU0655  HISTORY     - 1958     GOOD             NGS
 SU0655
 SU0655                          STATION DESCRIPTION
 SU0655
 SU0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SU0655'8.35 MI S FROM PRICHARD.
 SU0655'8.35 MILES SOUTH ALONG THE ROAD TO WALLACE FROM THE CONCRETE BRIDGE
 SU0655'OVER PRICHARD CREEK AT PRICHARD, 9.5 MILES NORTH OF WALLACE, AT
 SU0655'FERGUSON SCHOOL, 117 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 SU0655'133.2 FEET NORTHWEST OF THE NORTH CORNER OF A LOG BUILDING, 76.6 FEET
 SU0655'NORTH-NORTHEAST OF THE NORTH CORNER OF A SWIMMING POOL, 3.6 FEET
 SU0655'NORTHEAST OF THE EAST ONE OF TWO STEEL PIPES FOR A VALLEY BALL NET,
 SU0655'ABOUT LEVEL WITH THE ROAD, AND RIVETED ON TOP OF A 3-INCH IRON PIPE
 SU0655'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0497 ***********************************************************************
 NW0497  DESIGNATION -  28 EMH
 NW0497  PID         -  NW0497
 NW0497  STATE/COUNTY-  ID/OWYHEE
 NW0497  USGS QUAD   -  BIG SPRINGS RANCH (1972)
 NW0497
 NW0497                         *CURRENT SURVEY CONTROL
 NW0497  ___________________________________________________________________
 NW0497* NAD 83(1986)-  42 33 34.     (N)    116 23 12.     (W)     SCALED    
 NW0497* NAVD 88     -      1781.696  (meters)    5845.45   (feet)  POSTED    
 NW0497  ___________________________________________________________________
 NW0497  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 NW0497  DYNAMIC HT  -        1780.480 (meters)    5841.46  (feet)  COMP
 NW0497  MODELED GRAV-     979,876.0   (mgal)                       NAVD 88
 NW0497
 NW0497  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0497
 NW0497.The horizontal coordinates were scaled from a topographic map and have
 NW0497.an estimated accuracy of +/- 6 seconds.
 NW0497
 NW0497.The orthometric height was determined by differential leveling
 NW0497.and adjusted by the National Geodetic Survey in 1992..
 NW0497.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0497.rate of 0.0 thru 1.0 mm/km.
 NW0497
 NW0497.The geoid height was determined by GEOID03.
 NW0497
 NW0497.The dynamic height is computed by dividing the NAVD 88
 NW0497.geopotential number by the normal gravity value computed on the
 NW0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0497.degrees latitude (g = 980.6199 gals.).
 NW0497
 NW0497.The modeled gravity was interpolated from observed gravity values.
 NW0497
 NW0497;                    North         East    Units  Estimated Accuracy
 NW0497;SPC ID W     -    99,360.      747,720.      MT  (+/- 180 meters Scaled)
 NW0497
 NW0497                          SUPERSEDED SURVEY CONTROL
 NW0497
 NW0497.No superseded survey control is available for this station.
 NW0497
 NW0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH503120(NAD 83)
 NW0497_MARKER: DD = SURVEY DISK
 NW0497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0497_SP_SET: COPPER-CLAD STEEL ROD
 NW0497_STAMPING: 28 EMH 1972 5841
 NW0497_MARK LOGO: USGS  
 NW0497_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0497+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0497
 NW0497  HISTORY     - Date     Condition        Report By
 NW0497  HISTORY     - 1972     MONUMENTED       USGS
 NW0497
 NW0497                          STATION DESCRIPTION
 NW0497
 NW0497'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0497'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0497'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0497'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0497'TRACK ROAD, THENCE 5.1 MILES SOUTHEAST ALONG TRACK ROAD, 8.0 MILES
 NW0497'NORTHWEST OF UPPER BATTLE CREEK CROSSING, 0.4 MILES SOUTHWEST OF A
 NW0497'DRAIN CROSSING, NEAR THE BASE OF A STEEP GRADE, AT THE OUTSIDE OF A
 NW0497'CURVE LEFT, 94 FEET EAST OF A DIM ROAD FORK SOUTH, 27 FEET SOUTH AND
 NW0497'ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, A 5/8 COPPER-COATED ROD
 NW0497'ENCASED IN A 6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0540 ***********************************************************************
 NT0540  DESIGNATION -  28 FMK
 NT0540  PID         -  NT0540
 NT0540  STATE/COUNTY-  ID/BEAR LAKE
 NT0540  USGS QUAD   -  DINGLE (1980)
 NT0540
 NT0540                         *CURRENT SURVEY CONTROL
 NT0540  ___________________________________________________________________
 NT0540* NAD 83(1994)-  42 09 34.73837(N)    111 16 08.09517(W)     ADJUSTED  
 NT0540* NAVD 88     -      1817.9    (meters)    5964.     (feet)  VERTCON   
 NT0540  ___________________________________________________________________
 NT0540  LAPLACE CORR-           6.97  (seconds)                    DEFLEC99
 NT0540  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 NT0540
 NT0540  HORZ ORDER  -  THIRD
 NT0540  VERT ORDER  -  THIRD ? (See Below)
 NT0540
 NT0540.The horizontal coordinates were established by classical geodetic methods
 NT0540.and adjusted by the National Geodetic Survey in November 1997..
 NT0540
 NT0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0540.The vertical order pertains to the NGVD 29 superseded value.
 NT0540
 NT0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0540
 NT0540.The geoid height was determined by GEOID03.
 NT0540
 NT0540;                    North         East     Units Scale Factor Converg.
 NT0540;SPC ID E     -    55,143.651   274,189.576   MT  1.00001507   +0 36 09.3
 NT0540;UTM  12      - 4,667,537.170   477,784.819   MT  0.99960607   -0 10 49.8
 NT0540
 NT0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0540!SPC ID E     -   0.99971711  x   1.00001507  =   0.99973218
 NT0540!UTM  12      -   0.99971711  x   0.99960607  =   0.99932329
 NT0540
 NT0540:                Primary Azimuth Mark                     Grid Az
 NT0540:SPC ID E     -  PARIS TABERNACLE SP                      303 30 35.7
 NT0540:UTM  12      -  PARIS TABERNACLE SP                      304 17 34.8
 NT0540
 NT0540|---------------------------------------------------------------------|
 NT0540| PID    Reference Object                     Distance      Geod. Az  |
 NT0540|                                                           dddmmss.s |
 NT0540| NT0545 PARIS TABERNACLE SP                 APPROX.13.1 KM 3040645.0 |
 NT0540|---------------------------------------------------------------------|
 NT0540
 NT0540                          SUPERSEDED SURVEY CONTROL
 NT0540
 NT0540  NAD 83(1992)-  42 09 34.74092(N)    111 16 08.09251(W) AD(       ) 3
 NT0540  NAD 83(1986)-  42 09 34.73405(N)    111 16 08.09085(W) AD(       ) 3
 NT0540  NAD 27      -  42 09 34.98902(N)    111 16 05.36175(W) AD(       ) 3
 NT0540  NGVD 29 (07/19/86) 1816.6    (m)         5960.     (f) LEVELING    3  
 NT0540
 NT0540.Superseded values are not recommended for survey control.
 NT0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0540.See file dsdata.txt to determine how the superseded data were derived.
 NT0540
 NT0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM7778567537(NAD 83)
 NT0540_MARKER: DD = SURVEY DISK
 NT0540_SETTING: 80 = SET IN A BOULDER
 NT0540_SP_SET: PARTIALLY EXPOSED BOULDER
 NT0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0540+STABILITY: SURFACE MOTION
 NT0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NT0540+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2002
 NT0540
 NT0540  HISTORY     - Date     Condition        Report By
 NT0540  HISTORY     - 1966     MONUMENTED       USGS
 NT0540  HISTORY     - 20020624 GOOD             INDIV
 NT0540
 NT0540                          STATION DESCRIPTION
 NT0540
 NT0540'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NT0540'DINGLE, 4.3 MI. S. OF, ALONG COUNTY RD. TO HOT SPRINGS, ON POINT
 NT0540'OF RIDGE, 38 FT. W. OF CENTERLINE OF RD., 23 FT. W. OF FENCE LINE,
 NT0540'IN ROCK PROJECTING 0.4 FT., STD. TABLET STAMPED---28 FMK 1966
 NT0540'5960---.
 NT0540'
 NT0540'STATION MARK--AN ALUMINUM USGS TABLET STAMPED---28 FMK 1966--- SET
 NT0540'IN A DRILL HOLE IN A NATURALLY EMBEDDED BOULDER PROJECTING ABOUT
 NT0540'0.4 FT.
 NT0540
 NT0540                          STATION RECOVERY (2002)
 NT0540
 NT0540'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WRJ)
 NT0540'DISK IS IN VERY GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0454 ***********************************************************************
 NW0454  DESIGNATION -  28 FMK
 NW0454  PID         -  NW0454
 NW0454  STATE/COUNTY-  ID/OWYHEE
 NW0454  USGS QUAD   -  TRIANGLE RESERVOIR (1990)
 NW0454
 NW0454                         *CURRENT SURVEY CONTROL
 NW0454  ___________________________________________________________________
 NW0454* NAD 83(1986)-  42 50 56.     (N)    116 36 32.     (W)     SCALED    
 NW0454* NAVD 88     -      1604.514  (meters)    5264.14   (feet)  POSTED    
 NW0454  ___________________________________________________________________
 NW0454  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0454  DYNAMIC HT  -        1603.520 (meters)    5260.88  (feet)  COMP
 NW0454  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 NW0454
 NW0454  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0454
 NW0454.The horizontal coordinates were scaled from a topographic map and have
 NW0454.an estimated accuracy of +/- 6 seconds.
 NW0454
 NW0454.The orthometric height was determined by differential leveling
 NW0454.and adjusted by the National Geodetic Survey in 1992..
 NW0454.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0454.rate of 1.1 thru 2.0 mm/km.
 NW0454
 NW0454.The geoid height was determined by GEOID03.
 NW0454
 NW0454.The dynamic height is computed by dividing the NAVD 88
 NW0454.geopotential number by the normal gravity value computed on the
 NW0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0454.degrees latitude (g = 980.6199 gals.).
 NW0454
 NW0454.The modeled gravity was interpolated from observed gravity values.
 NW0454
 NW0454;                    North         East    Units  Estimated Accuracy
 NW0454;SPC ID W     -   131,670.      729,800.      MT  (+/- 180 meters Scaled)
 NW0454
 NW0454                          SUPERSEDED SURVEY CONTROL
 NW0454
 NW0454.No superseded survey control is available for this station.
 NW0454
 NW0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH319441(NAD 83)
 NW0454_MARKER: DD = SURVEY DISK
 NW0454_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0454_SP_SET: PREFAB CONC. POST IN EARTH
 NW0454_STAMPING: 28 FMK 1964
 NW0454_MARK LOGO: USGS  
 NW0454_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0454+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0454
 NW0454  HISTORY     - Date     Condition        Report By
 NW0454  HISTORY     - 1964     MONUMENTED       USGS
 NW0454
 NW0454                          STATION DESCRIPTION
 NW0454
 NW0454'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0454'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0454'COUNTY ROAD, THENCE 20.4 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0454'ROAD, 77 FEET EAST OF THE CENTERLINE OF THE ROAD, 27 FEET EAST OF THE
 NW0454'CENTERLINE OF A TRACK ROAD, 7 FEET SOUTH OF A T-FENCE AND 1.6 FEET
 NW0454'WEST OF THE FENCE, 3.8 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1210 ***********************************************************************
 OY1210  DESIGNATION -  28 FMK
 OY1210  PID         -  OY1210
 OY1210  STATE/COUNTY-  ID/BUTTE
 OY1210  USGS QUAD   -  RYEGRASS FLAT (1973)
 OY1210
 OY1210                         *CURRENT SURVEY CONTROL
 OY1210  ___________________________________________________________________
 OY1210* NAD 83(1986)-  43 30 25.     (N)    112 49 27.     (W)     SCALED    
 OY1210* NAVD 88     -      1522.698  (meters)    4995.72   (feet)  ADJUSTED  
 OY1210  ___________________________________________________________________
 OY1210  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 OY1210  DYNAMIC HT  -        1521.887 (meters)    4993.06  (feet)  COMP
 OY1210  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 OY1210
 OY1210  VERT ORDER  -  FIRST     CLASS II
 OY1210
 OY1210.The horizontal coordinates were scaled from a topographic map and have
 OY1210.an estimated accuracy of +/- 6 seconds.
 OY1210
 OY1210.The orthometric height was determined by differential leveling
 OY1210.and adjusted by the National Geodetic Survey in December 1992..
 OY1210
 OY1210.The geoid height was determined by GEOID03.
 OY1210
 OY1210.The dynamic height is computed by dividing the NAVD 88
 OY1210.geopotential number by the normal gravity value computed on the
 OY1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1210.degrees latitude (g = 980.6199 gals.).
 OY1210
 OY1210.The modeled gravity was interpolated from observed gravity values.
 OY1210
 OY1210;                    North         East    Units  Estimated Accuracy
 OY1210;SPC ID C     -   205,090.      595,080.      MT  (+/- 180 meters Scaled)
 OY1210
 OY1210                          SUPERSEDED SURVEY CONTROL
 OY1210
 OY1210  NGVD 29 (08/20/92) 1521.635  (m)         4992.23   (f) ADJUSTED    1 2
 OY1210
 OY1210.Superseded values are not recommended for survey control.
 OY1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1210.See file dsdata.txt to determine how the superseded data were derived.
 OY1210
 OY1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP525187(NAD 83)
 OY1210_MARKER: DE = TRAVERSE STATION DISK
 OY1210_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1210+WITH SETTING: INFORMATION.
 OY1210_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1210_STAMPING: 28 FMK 1973 4992
 OY1210_MARK LOGO: USGS  
 OY1210_PROJECTION: FLUSH
 OY1210_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1210+STABILITY: SURFACE MOTION
 OY1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1210+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1210
 OY1210  HISTORY     - Date     Condition        Report By
 OY1210  HISTORY     - 1973     MONUMENTED       USGS
 OY1210  HISTORY     - 19920531 GOOD             NGS
 OY1210
 OY1210                          STATION DESCRIPTION
 OY1210
 OY1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1210'43.2 KM (26.85 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1210'OF U.S. HIGHWAY 93 IN ARCO, 70.2 M (230.3 FT) WEST OF THE CENTERLINE
 OY1210'OF FILLMORE BOULEVARD, 30.3 M (99.4 FT) NORTH OF AND LEVEL WITH THE
 OY1210'HIGHWAY CENTERLINE, 1.9 M (6.2 FT) EAST OF A CAIRN, AND 0.7 M (2.3
 OY1210'FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK IN ENCASED IN A 6-INCH
 OY1210'PVC PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 OY1210'THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0554 ***********************************************************************
 NW0554  DESIGNATION -  28 MDC
 NW0554  PID         -  NW0554
 NW0554  STATE/COUNTY-  ID/OWYHEE
 NW0554  USGS QUAD   -  PLEASANT VALLEY (1973)
 NW0554
 NW0554                         *CURRENT SURVEY CONTROL
 NW0554  ___________________________________________________________________
 NW0554* NAD 83(1986)-  42 32 25.     (N)    116 47 04.     (W)     SCALED    
 NW0554* NAVD 88     -      1671.992  (meters)    5485.53   (feet)  POSTED    
 NW0554  ___________________________________________________________________
 NW0554  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 NW0554  DYNAMIC HT  -        1670.880 (meters)    5481.88  (feet)  COMP
 NW0554  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 NW0554
 NW0554  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0554
 NW0554.The horizontal coordinates were scaled from a topographic map and have
 NW0554.an estimated accuracy of +/- 6 seconds.
 NW0554
 NW0554.The orthometric height was determined by differential leveling
 NW0554.and adjusted by the National Geodetic Survey in 1992..
 NW0554.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0554.rate of 0.0 thru 1.0 mm/km.
 NW0554
 NW0554.The geoid height was determined by GEOID03.
 NW0554
 NW0554.The dynamic height is computed by dividing the NAVD 88
 NW0554.geopotential number by the normal gravity value computed on the
 NW0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0554.degrees latitude (g = 980.6199 gals.).
 NW0554
 NW0554.The modeled gravity was interpolated from observed gravity values.
 NW0554
 NW0554;                    North         East    Units  Estimated Accuracy
 NW0554;SPC ID W     -    97,550.      715,030.      MT  (+/- 180 meters Scaled)
 NW0554
 NW0554                          SUPERSEDED SURVEY CONTROL
 NW0554
 NW0554.No superseded survey control is available for this station.
 NW0554
 NW0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH177097(NAD 83)
 NW0554_MARKER: DD = SURVEY DISK
 NW0554_SETTING: 66 = SET IN ROCK OUTCROP
 NW0554_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0554_STAMPING: 28 MDC 1973 5481
 NW0554_MARK LOGO: USGS  
 NW0554_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0554+STABILITY: POSITION/ELEVATION WELL
 NW0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0554+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0554
 NW0554  HISTORY     - Date     Condition        Report By
 NW0554  HISTORY     - 1973     MONUMENTED       USGS
 NW0554
 NW0554                          STATION DESCRIPTION
 NW0554
 NW0554'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0554'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0554'SOUTH ALONG A GRAVELED ROAD, THENCE 28.1 MILES SOUTH AND EAST ALONG A
 NW0554'DIRT ROAD TOWARD GRANDVIEW, IDAHO, 16.5 MILES WEST OF MUD FLAT
 NW0554'RESOURCE AREA FIELD STATION, 0.5 MILES WEST OF THE ENTRANCE TO A
 NW0554'RANCH, CURRENTLY OWNED BY JOE NICKLY, AT A CURVE IN THE ROAD, 33 FEET
 NW0554'SOUTH AND 3 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 6 FEET SOUTH
 NW0554'OF A CAIRN, CEMENTED IN A LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0196 ***********************************************************************
 QB0196  DESIGNATION -  2812.27
 QB0196  PID         -  QB0196
 QB0196  STATE/COUNTY-  ID/BOISE
 QB0196  USGS QUAD   -  BANKS (1985)
 QB0196
 QB0196                         *CURRENT SURVEY CONTROL
 QB0196  ___________________________________________________________________
 QB0196* NAD 83(1986)-  44 05 03.     (N)    116 06 53.     (W)     SCALED    
 QB0196* NAVD 88     -       858.483  (meters)    2816.54   (feet)  ADJUSTED  
 QB0196  ___________________________________________________________________
 QB0196  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 QB0196  DYNAMIC HT  -         858.151 (meters)    2815.45  (feet)  COMP
 QB0196  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 QB0196
 QB0196  VERT ORDER  -  SECOND    CLASS 0
 QB0196
 QB0196.The horizontal coordinates were scaled from a topographic map and have
 QB0196.an estimated accuracy of +/- 6 seconds.
 QB0196
 QB0196.The orthometric height was determined by differential leveling
 QB0196.and adjusted by the National Geodetic Survey in June 1991..
 QB0196
 QB0196.The geoid height was determined by GEOID03.
 QB0196
 QB0196.The dynamic height is computed by dividing the NAVD 88
 QB0196.geopotential number by the normal gravity value computed on the
 QB0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0196.degrees latitude (g = 980.6199 gals.).
 QB0196
 QB0196.The modeled gravity was interpolated from observed gravity values.
 QB0196
 QB0196;                    North         East    Units  Estimated Accuracy
 QB0196;SPC ID W     -   268,610.      770,790.      MT  (+/- 180 meters Scaled)
 QB0196
 QB0196                          SUPERSEDED SURVEY CONTROL
 QB0196
 QB0196  NGVD 29 (??/??/92)  857.436  (m)         2813.10   (f) ADJ UNCH    2 0
 QB0196
 QB0196.Superseded values are not recommended for survey control.
 QB0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0196.See file dsdata.txt to determine how the superseded data were derived.
 QB0196
 QB0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ708816(NAD 83)
 QB0196_MARKER: DD = SURVEY DISK
 QB0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0196_SP_SET: FOOTING
 QB0196_STAMPING: 2812.27 1933
 QB0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0196
 QB0196  HISTORY     - Date     Condition        Report By
 QB0196  HISTORY     - 1933     MONUMENTED       BPR
 QB0196  HISTORY     - 1937     GOOD             NGS
 QB0196  HISTORY     - 20001011 MARK NOT FOUND   IDTD
 QB0196
 QB0196                          STATION DESCRIPTION
 QB0196
 QB0196'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1933
 QB0196'IN BANKS.
 QB0196'AT BANKS, BOISE COUNTY, AT THE JUNCTION OF STATE HIGHWAYS 15 AND 17,
 QB0196'AT THE NORTH END OF THE NORTH CONCRETE APPROACH TO THE HIGHWAY BRIDGE
 QB0196'OVER SOUTH FORK PAYETTE RIVER, 0.5 FOOT EAST OF A WHITE POST MARKED O,
 QB0196'AND IN THE TOP OF THE CONCRETE FOOTING OF THE EAST GUARD RAIL.  A U.
 QB0196'S. BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 2812.27 1933.
 QB0196
 QB0196                          STATION RECOVERY (1937)
 QB0196
 QB0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 QB0196'RECOVERED IN GOOD CONDITION.
 QB0196
 QB0196                          STATION RECOVERY (2000)
 QB0196
 QB0196'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 QB0196'THIS BENCH MARK WAS NOT FOUND.  A BUREAU OF PUBLIC ROADS AND U.S.
 QB0196'DEPARTMENT OF COMMERCE DISK WAS FOUND AT THIS LOCATION.  STAMPED 23-23
 QB0196'1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0085 ***********************************************************************
 SV0085  DESIGNATION -  2837
 SV0085  PID         -  SV0085
 SV0085  STATE/COUNTY-  ID/KOOTENAI
 SV0085  USGS QUAD   -  CATARACT PEAK (1996)
 SV0085
 SV0085                         *CURRENT SURVEY CONTROL
 SV0085  ___________________________________________________________________
 SV0085* NAD 83(1986)-  47 46 29.     (N)    116 28 38.     (W)     SCALED    
 SV0085* NAVD 88     -       864.925  (meters)    2837.67   (feet)  ADJUSTED  
 SV0085  ___________________________________________________________________
 SV0085  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 SV0085  DYNAMIC HT  -         864.895 (meters)    2837.58  (feet)  COMP
 SV0085  MODELED GRAV-     980,549.4   (mgal)                       NAVD 88
 SV0085
 SV0085  VERT ORDER  -  SECOND    CLASS 0
 SV0085
 SV0085.The horizontal coordinates were scaled from a topographic map and have
 SV0085.an estimated accuracy of +/- 6 seconds.
 SV0085
 SV0085.The orthometric height was determined by differential leveling
 SV0085.and adjusted by the National Geodetic Survey in June 1991..
 SV0085
 SV0085.The geoid height was determined by GEOID03.
 SV0085
 SV0085.The dynamic height is computed by dividing the NAVD 88
 SV0085.geopotential number by the normal gravity value computed on the
 SV0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0085.degrees latitude (g = 980.6199 gals.).
 SV0085
 SV0085.The modeled gravity was interpolated from observed gravity values.
 SV0085
 SV0085;                    North         East    Units  Estimated Accuracy
 SV0085;SPC ID W     -   678,980.      745,500.      MT  (+/- 180 meters Scaled)
 SV0085
 SV0085                          SUPERSEDED SURVEY CONTROL
 SV0085
 SV0085  NGVD 29 (??/??/92)  863.721  (m)         2833.72   (f) ADJ UNCH    2 0
 SV0085
 SV0085.Superseded values are not recommended for survey control.
 SV0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0085.See file dsdata.txt to determine how the superseded data were derived.
 SV0085
 SV0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN391913(NAD 83)
 SV0085_MARKER: P = PIPE CAP
 SV0085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0085_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0085_STAMPING: 2837
 SV0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0085
 SV0085  HISTORY     - Date     Condition        Report By
 SV0085  HISTORY     - UNK      MONUMENTED       USGS
 SV0085  HISTORY     - 1958     GOOD             NGS
 SV0085
 SV0085                          STATION DESCRIPTION
 SV0085
 SV0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0085'5.15 MI SE FROM HUDLOW CAMP.
 SV0085'0.9 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM HUDLOW CAMP, THENCE 4.25
 SV0085'MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING THE NORTH FORK OF COEUR
 SV0085'DALENE RIVER, 201 FEET NORTH OF THE CENTER OF THE Y JUNCTION OF A
 SV0085'GRAVEL ROAD, 21 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 188
 SV0085'FEET SOUTH OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER CASCADE
 SV0085'CREEK, 51 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH GRAVEL ROAD,
 SV0085'0.8 FOOT WEST OF A WITNESS POST, 1 FOOT HIGHER THAN THE MAIN ROAD, AND
 SV0085'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE
 SV0085'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0564 ***********************************************************************
 NV0564  DESIGNATION -  2869
 NV0564  PID         -  NV0564
 NV0564  STATE/COUNTY-  ID/ELMORE
 NV0564  USGS QUAD   -  GLENNS FERRY (1992)
 NV0564
 NV0564                         *CURRENT SURVEY CONTROL
 NV0564  ___________________________________________________________________
 NV0564* NAD 83(1986)-  42 58 00.     (N)    115 20 46.     (W)     SCALED    
 NV0564* NAVD 88     -       875.346  (meters)    2871.86   (feet)  ADJUSTED  
 NV0564  ___________________________________________________________________
 NV0564  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 NV0564  DYNAMIC HT  -         874.975 (meters)    2870.65  (feet)  COMP
 NV0564  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 NV0564
 NV0564  VERT ORDER  -  SECOND    CLASS 0
 NV0564
 NV0564.The horizontal coordinates were scaled from a topographic map and have
 NV0564.an estimated accuracy of +/- 6 seconds.
 NV0564
 NV0564.The orthometric height was determined by differential leveling
 NV0564.and adjusted by the National Geodetic Survey in June 1991..
 NV0564
 NV0564.The geoid height was determined by GEOID03.
 NV0564
 NV0564.The dynamic height is computed by dividing the NAVD 88
 NV0564.geopotential number by the normal gravity value computed on the
 NV0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0564.degrees latitude (g = 980.6199 gals.).
 NV0564
 NV0564.The modeled gravity was interpolated from observed gravity values.
 NV0564
 NV0564;                    North         East    Units  Estimated Accuracy
 NV0564;SPC ID W     -   144,470.      832,950.      MT  (+/- 180 meters Scaled)
 NV0564
 NV0564                          SUPERSEDED SURVEY CONTROL
 NV0564
 NV0564  NGVD 29 (??/??/92)  874.51   (m)         2869.1    (f) COMPUTED    2 0
 NV0564
 NV0564.Superseded values are not recommended for survey control.
 NV0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0564.See file dsdata.txt to determine how the superseded data were derived.
 NV0564
 NV0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH348584(NAD 83)
 NV0564_MARKER: DD = SURVEY DISK
 NV0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0564_STAMPING: 1 PRS 2869 1957
 NV0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0564+STABILITY: SURFACE MOTION
 NV0564
 NV0564  HISTORY     - Date     Condition        Report By
 NV0564  HISTORY     - 1957     MONUMENTED       USGS
 NV0564  HISTORY     - 1959     GOOD             NGS
 NV0564  HISTORY     - 1983     GOOD             NGS
 NV0564
 NV0564                          STATION DESCRIPTION
 NV0564
 NV0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NV0564'3.0 MI NW FROM GLENNS FERRY.
 NV0564'0.1 MILE WEST ALONG IDAHO AVE. FROM THE GLENNS FERRY RAILROAD STATION,
 NV0564'THENCE 0.3 MILE NORTH ON COMMERCIAL STREET, THENCE 0.4 MILE WEST ON
 NV0564'U.S. HIGHWAY 30, THENCE 2.2 MILES NORTHWEST ON PAVED ROAD, 73.0 FEET
 NV0564'SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A FENCE LINE, SET
 NV0564'IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 NV0564
 NV0564                          STATION RECOVERY (1983)
 NV0564
 NV0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0564'0.15 KM (0.1 MI) WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0564'STATION AT GLENNS FERRY, THENCE 0.5 KM (0.3 MI) NORTH ALONG
 NV0564'COMMERCIAL ST, THENCE 0.65 KM (0.4 MI) WEST ALONG OLD HWY 30, THENCE
 NV0564'0.85 KM (0.55 MI) NORTH ALONG BANNOCK RD, THENCE 3.1 KM (1.9 MI)
 NV0564'NORTHWEST ALONG BENNETT ROAD, ON THE OUTSIDE OF A CURVE, 22.2 (73.0
 NV0564'FT) SOUTH CENTERLINE ROAD, 0.3 (1.0 FT) NORTH R OF W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1336 ***********************************************************************
 OH1336  DESIGNATION -  2882.50
 OH1336  PID         -  OH1336
 OH1336  STATE/COUNTY-  ID/ADA
 OH1336  USGS QUAD   -  INITIAL POINT (1992)
 OH1336
 OH1336                         *CURRENT SURVEY CONTROL
 OH1336  ___________________________________________________________________
 OH1336* NAD 83(1992)-  43 19 55.71779(N)    116 24 50.67125(W)     ADJUSTED  
 OH1336* NAVD 88     -       879.53   (+/-2cm)    2885.6    (feet)  VERTCON   
 OH1336  ___________________________________________________________________
 OH1336  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 OH1336  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 OH1336
 OH1336  HORZ ORDER  -  THIRD
 OH1336  VERT ORDER  -  THIRD ? (See Below)
 OH1336
 OH1336.The horizontal coordinates were established by classical geodetic methods
 OH1336.and adjusted by the National Geodetic Survey in July 1992..
 OH1336
 OH1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1336.The vertical order pertains to the NGVD 29 superseded value.
 OH1336
 OH1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1336
 OH1336.The geoid height was determined by GEOID03.
 OH1336
 OH1336;                    North         East     Units Scale Factor Converg.
 OH1336;SPC ID W     -   185,208.030   746,146.754   MT  0.99996900   -0 27 20.6
 OH1336;UTM  11      - 4,797,866.547   547,499.755   MT  0.99962775   +0 24 07.5
 OH1336
 OH1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1336!SPC ID W     -   0.99986475  x   0.99996900  =   0.99983375
 OH1336!UTM  11      -   0.99986475  x   0.99962775  =   0.99949255
 OH1336
 OH1336:                Primary Azimuth Mark                     Grid Az
 OH1336:SPC ID W     -  SWAN FALLS CAIRN POINTED HILL            102 05 44.0
 OH1336:UTM  11      -  SWAN FALLS CAIRN POINTED HILL            101 14 15.9
 OH1336
 OH1336|---------------------------------------------------------------------|
 OH1336| PID    Reference Object                     Distance      Geod. Az  |
 OH1336|                                                           dddmmss.s |
 OH1336| OH1331 SWAN FALLS CAIRN POINTED HILL       APPROX. 3.6 KM 1013823.4 |
 OH1336|---------------------------------------------------------------------|
 OH1336
 OH1336                          SUPERSEDED SURVEY CONTROL
 OH1336
 OH1336  NAD 83(1986)-  43 19 55.71778(N)    116 24 50.66729(W) AD(       ) 3
 OH1336  NAD 27      -  43 19 56.12339(N)    116 24 47.24698(W) AD(       ) 3
 OH1336  NGVD 29 (07/19/86)  878.59   (m)         2882.5    (f) LEVELING    3  
 OH1336
 OH1336.Superseded values are not recommended for survey control.
 OH1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1336.See file dsdata.txt to determine how the superseded data were derived.
 OH1336
 OH1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH4750097867(NAD 83)
 OH1336_MARKER: DD = SURVEY DISK
 OH1336_SETTING: 66 = SET IN ROCK OUTCROP
 OH1336
 OH1336  HISTORY     - Date     Condition        Report By
 OH1336  HISTORY     - 1944     MONUMENTED       BOR
 OH1336
 OH1336                          STATION DESCRIPTION
 OH1336
 OH1336'DESCRIBED BY US BUREAU OF RECLAMATION 1944 (ANS)
 OH1336'STATION IS LOCATED 11.0 MILES S OF KUNA, 6 MILES N OF SWAN
 OH1336'FALLS, ON THE E SLOPE OF A LOW ROCKY KNOLL, ON THE W SIDE
 OH1336'OF THE ROAD BETWEEN KUNA AND SWAN FALLS.  IT IS 55 FEET W
 OH1336'OF GRADED ROAD, 230 FEET N OF A TRACK ROAD CROSSING THE
 OH1336'GRADED ROAD, 280 FEET S OF THE N END OF CURVE, 96 FEET NW
 OH1336'OF THE S END OF THE CURVE, 18 FEET SE OF A 5-FOOT CAIRN,
 OH1336'AND 10 FEET E OF A ROCK WITH THE LETTERS B.M. PAINTED ON THE
 OH1336'E SIDE.
 OH1336'
 OH1336'STATION MARK IS A U.S. BUREAU OF RECLAMATION BRONZE BENCH-MARK
 OH1336'DISK CEMENTED IN BEDROCK WHICH PROJECTS ABOUT 10 INCHES
 OH1336'ABOVE THE GROUND AND IS STAMPED 2882.50.  IT IS ABOUT 4 FEET
 OH1336'LOWER THAN THE HIGHEST POINT OF THE KNOLL.
 OH1336'
 OH1336'NO REFERENCE OR AZIMUTH MARK WAS SET.
 OH1336'
 OH1336'TO REACH STATION FROM THE POST OFFICE IN KUNA, GO E AND S
 OH1336'ON PAVED ROAD FOR 0.25 MILE.  THEN, WHERE THE PAVEMENT TURNS
 OH1336'E, CONTINUE STRAIGHT AHEAD (S) ON DIRT ROAD ACROSS TRACKS.
 OH1336'THEN CONTINUE S ON STRAIGHT DIRT ROAD FOR 10.9 MILES TOWARDS
 OH1336'SWAN FALLS TO A POINT WHERE THE ROAD MAKES A SLIGHT BEND AROUND
 OH1336'A ROCKY KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0290 ***********************************************************************
 SV0290  DESIGNATION -  29 2141
 SV0290  PID         -  SV0290
 SV0290  STATE/COUNTY-  ID/BENEWAH
 SV0290  USGS QUAD   -  BENEWAH LAKE (1981)
 SV0290
 SV0290                         *CURRENT SURVEY CONTROL
 SV0290  ___________________________________________________________________
 SV0290* NAD 83(1986)-  47 20 55.     (N)    116 40 21.     (W)     SCALED    
 SV0290* NAVD 88     -       652.904  (meters)    2142.07   (feet)  ADJUSTED  
 SV0290  ___________________________________________________________________
 SV0290  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 SV0290  DYNAMIC HT  -         652.896 (meters)    2142.04  (feet)  COMP
 SV0290  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 SV0290
 SV0290  VERT ORDER  -  SECOND    CLASS 0
 SV0290
 SV0290.The horizontal coordinates were scaled from a topographic map and have
 SV0290.an estimated accuracy of +/- 6 seconds.
 SV0290
 SV0290.The orthometric height was determined by differential leveling
 SV0290.and adjusted by the National Geodetic Survey in June 1991..
 SV0290
 SV0290.The geoid height was determined by GEOID03.
 SV0290
 SV0290.The dynamic height is computed by dividing the NAVD 88
 SV0290.geopotential number by the normal gravity value computed on the
 SV0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0290.degrees latitude (g = 980.6199 gals.).
 SV0290
 SV0290.The modeled gravity was interpolated from observed gravity values.
 SV0290
 SV0290;                    North         East    Units  Estimated Accuracy
 SV0290;SPC ID W     -   631,760.      730,300.      MT  (+/- 180 meters Scaled)
 SV0290
 SV0290                          SUPERSEDED SURVEY CONTROL
 SV0290
 SV0290.No superseded survey control is available for this station.
 SV0290
 SV0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN247439(NAD 83)
 SV0290_MARKER: P = PIPE CAP
 SV0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0290_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0290_STAMPING: 29 2141 1911
 SV0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0290
 SV0290  HISTORY     - Date     Condition        Report By
 SV0290  HISTORY     - 1911     MONUMENTED       USGS
 SV0290  HISTORY     - 1963     GOOD             NGS
 SV0290
 SV0290                          STATION DESCRIPTION
 SV0290
 SV0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0290'5.9 MI W FROM ST MARIES.
 SV0290'5.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0290'RAILROAD FROM THE STATION AT ST. MARIES, AT THE ABANDONED STATION AT
 SV0290'RAMSDELL, 58 FEET SOUTHWEST AND ACROSS THE TRACKS FROM A TELEPHONE
 SV0290'BOOTH, 40 FEET SOUTH OF THE CENTER OF THE TRACKS, 32 FEET SOUTHWEST OF
 SV0290'A SIGNAL AND 18 FEET SOUTHWEST OF THE NEAREST CONCRETE FOOTING THAT
 SV0290'WAS A SUPPORT FOR THE WATER TANK.  A STANDARD U.S. GEOLOGICAL SURVEY
 SV0290'CAP RIVETED TO THE TOP OF A 3 1/2-INCH IRON PIPE THAT PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0707 ***********************************************************************
 OY0707  DESIGNATION -  29 A
 OY0707  PID         -  OY0707
 OY0707  STATE/COUNTY-  ID/BLAINE
 OY0707  USGS QUAD   -  PADDELFORD FLAT (1979)
 OY0707
 OY0707                         *CURRENT SURVEY CONTROL
 OY0707  ___________________________________________________________________
 OY0707* NAD 83(1986)-  43 20 20.     (N)    113 51 06.     (W)     SCALED    
 OY0707* NAVD 88     -      1473.589  (meters)    4834.60   (feet)  ADJUSTED  
 OY0707  ___________________________________________________________________
 OY0707  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 OY0707  DYNAMIC HT  -        1472.774 (meters)    4831.93  (feet)  COMP
 OY0707  MODELED GRAV-     980,014.5   (mgal)                       NAVD 88
 OY0707
 OY0707  VERT ORDER  -  SECOND    CLASS 0
 OY0707
 OY0707.The horizontal coordinates were scaled from a topographic map and have
 OY0707.an estimated accuracy of +/- 6 seconds.
 OY0707
 OY0707.The orthometric height was determined by differential leveling
 OY0707.and adjusted by the National Geodetic Survey in June 1991..
 OY0707
 OY0707.The geoid height was determined by GEOID03.
 OY0707
 OY0707.The dynamic height is computed by dividing the NAVD 88
 OY0707.geopotential number by the normal gravity value computed on the
 OY0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0707.degrees latitude (g = 980.6199 gals.).
 OY0707
 OY0707.The modeled gravity was interpolated from observed gravity values.
 OY0707
 OY0707;                    North         East    Units  Estimated Accuracy
 OY0707;SPC ID C     -   185,760.      512,030.      MT  (+/- 180 meters Scaled)
 OY0707
 OY0707                          SUPERSEDED SURVEY CONTROL
 OY0707
 OY0707  NGVD 29 (??/??/92) 1472.547  (m)         4831.18   (f) ADJ UNCH    2 0
 OY0707
 OY0707.Superseded values are not recommended for survey control.
 OY0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0707.See file dsdata.txt to determine how the superseded data were derived.
 OY0707
 OY0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP688023(NAD 83)
 OY0707_MARKER: DD = SURVEY DISK
 OY0707_SETTING: 80 = SET IN A BOULDER
 OY0707_SP_SET: BOULDER
 OY0707_STAMPING: 29 A 1932
 OY0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0707+STABILITY: SURFACE MOTION
 OY0707
 OY0707  HISTORY     - Date     Condition        Report By
 OY0707  HISTORY     - 1932     MONUMENTED       USGS
 OY0707  HISTORY     - 1958     GOOD             NGS
 OY0707
 OY0707                          STATION DESCRIPTION
 OY0707
 OY0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0707'6.5 MI NE FROM CAREY.
 OY0707'5.35 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0707'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, THENCE 1.15 MILES EAST
 OY0707'ALONG A DIRT ROAD, 84 FEET NORTHWEST OF THE CENTER OF THE Y JUNCTION
 OY0707'OF A TRACK ROAD NORTHEAST, IN THE TOP OF A SMALL LAVA BOULDER WHICH
 OY0707'PROJECTS 0.8 FOOT ABOVE THE GROUND, 68 1/2 FEET NORTH OF THE CENTER
 OY0707'LINE OF THE DIRT ROAD, 125 FEET NORTHEAST AND ACROSS THE ROAD FROM THE
 OY0707'EAST END OF A GATE, 1.1 FEET SOUTH OF A WITNESS POST, AND ABOUT LEVEL
 OY0707'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0708 ***********************************************************************
 OY0708  DESIGNATION -  29 A RM
 OY0708  PID         -  OY0708
 OY0708  STATE/COUNTY-  ID/BLAINE
 OY0708  USGS QUAD   -  PADDELFORD FLAT (1979)
 OY0708
 OY0708                         *CURRENT SURVEY CONTROL
 OY0708  ___________________________________________________________________
 OY0708* NAD 83(1986)-  43 20 20.     (N)    113 51 06.     (W)     SCALED    
 OY0708* NAVD 88     -      1473.449  (meters)    4834.14   (feet)  ADJUSTED  
 OY0708  ___________________________________________________________________
 OY0708  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 OY0708  DYNAMIC HT  -        1472.633 (meters)    4831.46  (feet)  COMP
 OY0708  MODELED GRAV-     980,014.5   (mgal)                       NAVD 88
 OY0708
 OY0708  VERT ORDER  -  SECOND    CLASS 0
 OY0708
 OY0708.The horizontal coordinates were scaled from a topographic map and have
 OY0708.an estimated accuracy of +/- 6 seconds.
 OY0708
 OY0708.The orthometric height was determined by differential leveling
 OY0708.and adjusted by the National Geodetic Survey in June 1991..
 OY0708
 OY0708.The geoid height was determined by GEOID03.
 OY0708
 OY0708.The dynamic height is computed by dividing the NAVD 88
 OY0708.geopotential number by the normal gravity value computed on the
 OY0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0708.degrees latitude (g = 980.6199 gals.).
 OY0708
 OY0708.The modeled gravity was interpolated from observed gravity values.
 OY0708
 OY0708;                    North         East    Units  Estimated Accuracy
 OY0708;SPC ID C     -   185,760.      512,030.      MT  (+/- 180 meters Scaled)
 OY0708
 OY0708                          SUPERSEDED SURVEY CONTROL
 OY0708
 OY0708  NGVD 29 (??/??/92) 1472.407  (m)         4830.72   (f) ADJ UNCH    2 0
 OY0708
 OY0708.Superseded values are not recommended for survey control.
 OY0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0708.See file dsdata.txt to determine how the superseded data were derived.
 OY0708
 OY0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP688023(NAD 83)
 OY0708_MARKER: N = NAIL
 OY0708_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0708_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0708
 OY0708  HISTORY     - Date     Condition        Report By
 OY0708  HISTORY     - UNK      MONUMENTED       USGS
 OY0708  HISTORY     - 1958     GOOD             NGS
 OY0708
 OY0708                          STATION DESCRIPTION
 OY0708
 OY0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0708'6.5 MI NE FROM CAREY.
 OY0708'5.35 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0708'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, THENCE 1.15 MILES EAST
 OY0708'ALONG A DIRT ROAD, AT THE Y JUNCTION OF A TRACK ROAD NORTHEAST, IN THE
 OY0708'TOP OF A SMALL EMBEDDED LAVA BOULDER WHICH PROJECTS 0.3 FOOT ABOVE THE
 OY0708'GROUND, 50 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 61 FEET
 OY0708'NORTHEAST OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 5 FEET ABOVE THE
 OY0708'GROUND, 41.00 FEET SOUTHWEST OF BENCH MARK 29 A (USGS), AND ABOUT
 OY0708'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1170 ***********************************************************************
 PY1170  DESIGNATION -  29 BKC
 PY1170  PID         -  PY1170
 PY1170  STATE/COUNTY-  ID/FREMONT
 PY1170  USGS QUAD   -  ICEHOUSE CREEK (1965)
 PY1170
 PY1170                         *CURRENT SURVEY CONTROL
 PY1170  ___________________________________________________________________
 PY1170* NAD 83(1992)-  44 25 48.50251(N)    111 36 45.41130(W)     ADJUSTED  
 PY1170* NAVD 88     -      1939.6    (meters)    6364.     (feet)  VERTCON   
 PY1170  ___________________________________________________________________
 PY1170  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 PY1170  GEOID HEIGHT-          -9.50  (meters)                     GEOID03
 PY1170
 PY1170  HORZ ORDER  -  THIRD
 PY1170  VERT ORDER  -  THIRD ? (See Below)
 PY1170
 PY1170.The horizontal coordinates were established by classical geodetic methods
 PY1170.and adjusted by the National Geodetic Survey in July 1992..
 PY1170
 PY1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1170.The vertical order pertains to the NGVD 29 superseded value.
 PY1170
 PY1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1170
 PY1170.The geoid height was determined by GEOID03.
 PY1170
 PY1170;                    North         East     Units Scale Factor Converg.
 PY1170;SPC ID E     -   307,137.576   244,113.822   MT  0.99997129   +0 23 16.3
 PY1170;UTM  12      - 4,919,831.787   451,240.407   MT  0.99962924   -0 25 43.9
 PY1170
 PY1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1170!SPC ID E     -   0.99969745  x   0.99997129  =   0.99966875
 PY1170!UTM  12      -   0.99969745  x   0.99962924  =   0.99932680
 PY1170
 PY1170:                Primary Azimuth Mark                     Grid Az
 PY1170:SPC ID E     -  SHERIDAN                                 278 13 27.4
 PY1170:UTM  12      -  SHERIDAN                                 279 02 27.6
 PY1170
 PY1170|---------------------------------------------------------------------|
 PY1170| PID    Reference Object                     Distance      Geod. Az  |
 PY1170|                                                           dddmmss.s |
 PY1170| PY1177 SHERIDAN                            APPROX. 6.3 KM 2783643.7 |
 PY1170|---------------------------------------------------------------------|
 PY1170
 PY1170                          SUPERSEDED SURVEY CONTROL
 PY1170
 PY1170  NAD 83(1986)-  44 25 48.51458(N)    111 36 45.40080(W) AD(       ) 3
 PY1170  NAD 27      -  44 25 48.80446(N)    111 36 42.53935(W) AD(       ) 3
 PY1170  NGVD 29 (07/19/86) 1938.4    (m)         6360.     (f) LEVELING    3  
 PY1170
 PY1170.Superseded values are not recommended for survey control.
 PY1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1170.See file dsdata.txt to determine how the superseded data were derived.
 PY1170
 PY1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ5124019832(NAD 83)
 PY1170_MARKER: DD = SURVEY DISK
 PY1170_SETTING: 0 = UNSPECIFIED SETTING
 PY1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1170
 PY1170  HISTORY     - Date     Condition        Report By
 PY1170  HISTORY     - 1963     MONUMENTED       USGS
 PY1170
 PY1170                          STATION DESCRIPTION
 PY1170
 PY1170'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 PY1170'PONDS LODGE, ABOUT 1.5 MI. N. ALONG HIGHWAYS 191 AND 20, THENCE
 PY1170'15.4 MI. W. FROM ALONG HIGHWAY 22, 52 FT. S. OF T-RD. N., 4 FT. N.
 PY1170'OF WIRE FENCE, IN CONCRETE POST, STANDARD TABLET STAMPED---29 BKC
 PY1170'1963 6360---.
 PY1170'
 PY1170'TO REACH FROM PONDS LODGE, DRIVE N. ALONG U.S. HIGHWAYS 20 AND 191
 PY1170'FOR 1.5 MI. TO THE JUNCTION WITH STATE HIGHWAY 22 (KILGORE RD.),
 PY1170'TURN LEFT AND PROCEED GENERALLY W. ALONG THE KILGORE RD. FOR 15.4 MI.
 PY1170'TO A T-RD. N., (THIS T-RD. IS 0.25 MI. E. OF THE BOUNDARY OF THE
 PY1170'N.-S. LINE BETWEEN FREMONT AND CLARK COUNTIES, AND IS MARKED BY A RD.
 PY1170'SIGN).  STATION IS ABOUT 50 FT. S. OF THE T-JUNCTION AND 4 FT. N. OF
 PY1170'THE RIGHT-OF-WAY FENCE.
 PY1170'
 PY1170'STATION MARK--STANDARD TABLET STAMPED---29 BKC 1963 6360---, SET IN
 PY1170'CONCRETE POST PROTRUDING ABOUT 1 FT. ABOVE THE GROUND.
 PY1170'
 PY1170'REFERENCE MARKS--NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0533 ***********************************************************************
 OX0533  DESIGNATION -  29 DF
 OX0533  PID         -  OX0533
 OX0533  STATE/COUNTY-  ID/MADISON
 OX0533  USGS QUAD   -  HEISE (1979)
 OX0533
 OX0533                         *CURRENT SURVEY CONTROL
 OX0533  ___________________________________________________________________
 OX0533* NAD 83(1986)-  43 44 31.     (N)    111 44 51.     (W)     SCALED    
 OX0533* NAVD 88     -      1587.653  (meters)    5208.82   (feet)  POSTED    
 OX0533  ___________________________________________________________________
 OX0533  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 OX0533  DYNAMIC HT  -        1586.800 (meters)    5206.03  (feet)  COMP
 OX0533  MODELED GRAV-     980,027.7   (mgal)                       NAVD 88
 OX0533
 OX0533  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0533
 OX0533.The horizontal coordinates were scaled from a topographic map and have
 OX0533.an estimated accuracy of +/- 6 seconds.
 OX0533
 OX0533.The orthometric height was determined by differential leveling
 OX0533.and adjusted by the National Geodetic Survey in 1992..
 OX0533.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0533.rate of 2.1 thru 3.0 mm/km.
 OX0533
 OX0533.The geoid height was determined by GEOID03.
 OX0533
 OX0533.The dynamic height is computed by dividing the NAVD 88
 OX0533.geopotential number by the normal gravity value computed on the
 OX0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0533.degrees latitude (g = 980.6199 gals.).
 OX0533
 OX0533.The modeled gravity was interpolated from observed gravity values.
 OX0533
 OX0533;                    North         East    Units  Estimated Accuracy
 OX0533;SPC ID E     -   230,610.      233,760.      MT  (+/- 180 meters Scaled)
 OX0533
 OX0533                          SUPERSEDED SURVEY CONTROL
 OX0533
 OX0533  NGVD 29 (??/??/92) 1586.541  (m)         5205.18   (f) ADJ UNCH    2 0
 OX0533
 OX0533.Superseded values are not recommended for survey control.
 OX0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0533.See file dsdata.txt to determine how the superseded data were derived.
 OX0533
 OX0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP398434(NAD 83)
 OX0533_MARKER: DD = SURVEY DISK
 OX0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0533_STAMPING: 9 5206 29 DF 1947
 OX0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0533+STABILITY: SURFACE MOTION
 OX0533
 OX0533  HISTORY     - Date     Condition        Report By
 OX0533  HISTORY     - 1947     MONUMENTED       USGS
 OX0533  HISTORY     - 1951     GOOD             NGS
 OX0533
 OX0533                          STATION DESCRIPTION
 OX0533
 OX0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0533'9.2 MI NE FROM RIRIE.
 OX0533'ABOUT 9.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0533'STATION AT RIRIE, AT THE ROAD CROSSING AT JENSON SIDING, NEAR THE
 OX0533'SOUTH END OF THE SIDING, 122.7 FEET SOUTHEAST OF THE SWITCH AT THE
 OX0533'SOUTH END OF THE SIDING, 68 FEET SOUTH OF THE CENTER LINE OF ROAD
 OX0533'CROSSING, 44.3 FEET EAST OF THE EAST RAIL, 5 1/2 FEET NORTHEAST OF A
 OX0533'TELEGRAPH POLE, 3.5 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS
 OX0533'POST, AND ABOUT 2 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A
 OX0533'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0498 ***********************************************************************
 NW0498  DESIGNATION -  29 EMH
 NW0498  PID         -  NW0498
 NW0498  STATE/COUNTY-  ID/OWYHEE
 NW0498  USGS QUAD   -  CRAB SPRING BUTTE (1972)
 NW0498
 NW0498                         *CURRENT SURVEY CONTROL
 NW0498  ___________________________________________________________________
 NW0498* NAD 83(1986)-  42 33 27.     (N)    116 22 20.     (W)     SCALED    
 NW0498* NAVD 88     -      1801.876  (meters)    5911.65   (feet)  POSTED    
 NW0498  ___________________________________________________________________
 NW0498  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 NW0498  DYNAMIC HT  -        1800.650 (meters)    5907.63  (feet)  COMP
 NW0498  MODELED GRAV-     979,876.0   (mgal)                       NAVD 88
 NW0498
 NW0498  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0498
 NW0498.The horizontal coordinates were scaled from a topographic map and have
 NW0498.an estimated accuracy of +/- 6 seconds.
 NW0498
 NW0498.The orthometric height was determined by differential leveling
 NW0498.and adjusted by the National Geodetic Survey in 1992..
 NW0498.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0498.rate of 0.0 thru 1.0 mm/km.
 NW0498
 NW0498.The geoid height was determined by GEOID03.
 NW0498
 NW0498.The dynamic height is computed by dividing the NAVD 88
 NW0498.geopotential number by the normal gravity value computed on the
 NW0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0498.degrees latitude (g = 980.6199 gals.).
 NW0498
 NW0498.The modeled gravity was interpolated from observed gravity values.
 NW0498
 NW0498;                    North         East    Units  Estimated Accuracy
 NW0498;SPC ID W     -    99,130.      748,900.      MT  (+/- 180 meters Scaled)
 NW0498
 NW0498                          SUPERSEDED SURVEY CONTROL
 NW0498
 NW0498.No superseded survey control is available for this station.
 NW0498
 NW0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH515118(NAD 83)
 NW0498_MARKER: DD = SURVEY DISK
 NW0498_SETTING: 66 = SET IN ROCK OUTCROP
 NW0498_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0498_STAMPING: 29 EMH 1972 5908
 NW0498_MARK LOGO: USGS  
 NW0498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0498+STABILITY: POSITION/ELEVATION WELL
 NW0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0498+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0498
 NW0498  HISTORY     - Date     Condition        Report By
 NW0498  HISTORY     - 1972     MONUMENTED       USGS
 NW0498
 NW0498                          STATION DESCRIPTION
 NW0498
 NW0498'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0498'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0498'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0498'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0498'TRACK ROAD, THENCE 6.0 MILES SOUTHEAST ALONG TRACK ROAD, 7.1 MILES
 NW0498'NORTHWEST OF UPPER BATTLE CREEK CROSSING, ON A BROAD TOP AT THE
 NW0498'BEGINNING OF THE LESCENT TO BATTLE CREEK, 89 FEET EAST OF A LONE TREE,
 NW0498'84 FEET SOUTHWEST OF ANOTHER LONE TREE, 28 FEET SOUTH AND ABOUT LEVEL
 NW0498'WITH THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP PROJECTING 1.0
 NW0498'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0455 ***********************************************************************
 NW0455  DESIGNATION -  29 FMK
 NW0455  PID         -  NW0455
 NW0455  STATE/COUNTY-  ID/OWYHEE
 NW0455  USGS QUAD   -  TRIANGLE RESERVOIR (1990)
 NW0455
 NW0455                         *CURRENT SURVEY CONTROL
 NW0455  ___________________________________________________________________
 NW0455* NAD 83(1986)-  42 51 45.     (N)    116 36 04.     (W)     SCALED    
 NW0455* NAVD 88     -      1622.785  (meters)    5324.09   (feet)  POSTED    
 NW0455  ___________________________________________________________________
 NW0455  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 NW0455  DYNAMIC HT  -        1621.780 (meters)    5320.79  (feet)  COMP
 NW0455  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 NW0455
 NW0455  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0455
 NW0455.The horizontal coordinates were scaled from a topographic map and have
 NW0455.an estimated accuracy of +/- 6 seconds.
 NW0455
 NW0455.The orthometric height was determined by differential leveling
 NW0455.and adjusted by the National Geodetic Survey in 1992..
 NW0455.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0455.rate of 1.1 thru 2.0 mm/km.
 NW0455
 NW0455.The geoid height was determined by GEOID03.
 NW0455
 NW0455.The dynamic height is computed by dividing the NAVD 88
 NW0455.geopotential number by the normal gravity value computed on the
 NW0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0455.degrees latitude (g = 980.6199 gals.).
 NW0455
 NW0455.The modeled gravity was interpolated from observed gravity values.
 NW0455
 NW0455;                    North         East    Units  Estimated Accuracy
 NW0455;SPC ID W     -   133,170.      730,450.      MT  (+/- 180 meters Scaled)
 NW0455
 NW0455                          SUPERSEDED SURVEY CONTROL
 NW0455
 NW0455.No superseded survey control is available for this station.
 NW0455
 NW0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH325456(NAD 83)
 NW0455_MARKER: DD = SURVEY DISK
 NW0455_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0455_SP_SET: PREFAB CONC. POST IN EARTH
 NW0455_STAMPING: 29 FMK 1964
 NW0455_MARK LOGO: USGS  
 NW0455_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0455+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0455
 NW0455  HISTORY     - Date     Condition        Report By
 NW0455  HISTORY     - 1964     MONUMENTED       USGS
 NW0455
 NW0455                          STATION DESCRIPTION
 NW0455
 NW0455'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0455'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0455'COUNTY ROAD, THENCE 19.1 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0455'ROAD, 20 FEET NORTH AND 19 FEET WEST OF THE CENTERLINE OF THE ROAD AT
 NW0455'A RIGHT ANGLE TURN, 11 FEET NORTH OF A RANCH DRIVEWAY, 5 FEET WEST OF
 NW0455'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1211 ***********************************************************************
 OY1211  DESIGNATION -  29 FMK
 OY1211  PID         -  OY1211
 OY1211  STATE/COUNTY-  ID/BUTTE
 OY1211  USGS QUAD   -  RYEGRASS FLAT (1973)
 OY1211
 OY1211                         *CURRENT SURVEY CONTROL
 OY1211  ___________________________________________________________________
 OY1211* NAD 83(1986)-  43 30 36.     (N)    112 47 46.     (W)     SCALED    
 OY1211* NAVD 88     -      1551.363  (meters)    5089.76   (feet)  ADJUSTED  
 OY1211  ___________________________________________________________________
 OY1211  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 OY1211  DYNAMIC HT  -        1550.529 (meters)    5087.03  (feet)  COMP
 OY1211  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 OY1211
 OY1211  VERT ORDER  -  FIRST     CLASS II
 OY1211
 OY1211.The horizontal coordinates were scaled from a topographic map and have
 OY1211.an estimated accuracy of +/- 6 seconds.
 OY1211
 OY1211.The orthometric height was determined by differential leveling
 OY1211.and adjusted by the National Geodetic Survey in December 1992..
 OY1211
 OY1211.The geoid height was determined by GEOID03.
 OY1211
 OY1211.The dynamic height is computed by dividing the NAVD 88
 OY1211.geopotential number by the normal gravity value computed on the
 OY1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1211.degrees latitude (g = 980.6199 gals.).
 OY1211
 OY1211.The modeled gravity was interpolated from observed gravity values.
 OY1211
 OY1211;                    North         East    Units  Estimated Accuracy
 OY1211;SPC ID C     -   205,460.      597,350.      MT  (+/- 180 meters Scaled)
 OY1211
 OY1211                          SUPERSEDED SURVEY CONTROL
 OY1211
 OY1211  NGVD 29 (08/20/92) 1550.293  (m)         5086.25   (f) ADJUSTED    1 2
 OY1211
 OY1211.Superseded values are not recommended for survey control.
 OY1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1211.See file dsdata.txt to determine how the superseded data were derived.
 OY1211
 OY1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP548190(NAD 83)
 OY1211_MARKER: DE = TRAVERSE STATION DISK
 OY1211_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1211+WITH SETTING: INFORMATION.
 OY1211_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1211_STAMPING: 29 FMK 1973 5086
 OY1211_MARK LOGO: USGS  
 OY1211_PROJECTION: PROJECTING 3 CENTIMETERS
 OY1211_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1211+STABILITY: SURFACE MOTION
 OY1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1211+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1211
 OY1211  HISTORY     - Date     Condition        Report By
 OY1211  HISTORY     - 1973     MONUMENTED       USGS
 OY1211  HISTORY     - 19920531 GOOD             NGS
 OY1211
 OY1211                          STATION DESCRIPTION
 OY1211
 OY1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1211'45.5 KM (28.25 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1211'OF U.S. HIGHWAY 93 IN ARCO, 28.5 M (93.5 FT) NORTH OF THE HIGHWAY
 OY1211'CENTERLINE, 1.0 M (3.3 FT) EAST OF A CAIRN, 0.6 M (2.0 FT) SOUTH OF A
 OY1211'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 OY1211'NOTE--THE DISK IN ENCASED IN A 6-INCH PVC PIPE AND IS FLUSH WITH THE
 OY1211'GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0555 ***********************************************************************
 NW0555  DESIGNATION -  29 MDC
 NW0555  PID         -  NW0555
 NW0555  STATE/COUNTY-  ID/OWYHEE
 NW0555  USGS QUAD   -  PLEASANT VALLEY (1973)
 NW0555
 NW0555                         *CURRENT SURVEY CONTROL
 NW0555  ___________________________________________________________________
 NW0555* NAD 83(1986)-  42 32 52.     (N)    116 46 00.     (W)     SCALED    
 NW0555* NAVD 88     -      1650.735  (meters)    5415.79   (feet)  POSTED    
 NW0555  ___________________________________________________________________
 NW0555  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 NW0555  DYNAMIC HT  -        1649.640 (meters)    5412.19  (feet)  COMP
 NW0555  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 NW0555
 NW0555  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0555
 NW0555.The horizontal coordinates were scaled from a topographic map and have
 NW0555.an estimated accuracy of +/- 6 seconds.
 NW0555
 NW0555.The orthometric height was determined by differential leveling
 NW0555.and adjusted by the National Geodetic Survey in 1992..
 NW0555.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0555.rate of 0.0 thru 1.0 mm/km.
 NW0555
 NW0555.The geoid height was determined by GEOID03.
 NW0555
 NW0555.The dynamic height is computed by dividing the NAVD 88
 NW0555.geopotential number by the normal gravity value computed on the
 NW0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0555.degrees latitude (g = 980.6199 gals.).
 NW0555
 NW0555.The modeled gravity was interpolated from observed gravity values.
 NW0555
 NW0555;                    North         East    Units  Estimated Accuracy
 NW0555;SPC ID W     -    98,360.      716,500.      MT  (+/- 180 meters Scaled)
 NW0555
 NW0555                          SUPERSEDED SURVEY CONTROL
 NW0555
 NW0555.No superseded survey control is available for this station.
 NW0555
 NW0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH191106(NAD 83)
 NW0555_MARKER: DD = SURVEY DISK
 NW0555_SETTING: 66 = SET IN ROCK OUTCROP
 NW0555_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0555_STAMPING: 29 MDC 1973 5412
 NW0555_MARK LOGO: USGS  
 NW0555_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0555+STABILITY: POSITION/ELEVATION WELL
 NW0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0555+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0555
 NW0555  HISTORY     - Date     Condition        Report By
 NW0555  HISTORY     - 1973     MONUMENTED       USGS
 NW0555
 NW0555                          STATION DESCRIPTION
 NW0555
 NW0555'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0555'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0555'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0555'22.0 MILES SOUTHWEST ALONG THE MUD FLAT ROAD, 15.4 MILES WEST OF MUD
 NW0555'FLAT RESOURCE AREA FIELD STATION, 0.6 MILES NORTHEAST OF THE ENTRANCE
 NW0555'TO A RANCH THAT IS CURRENTLY OWNED BY JOE NICKLE, 0.2 MILES SOUTH OF A
 NW0555'CATTLEGUARD, AT A T-ROAD TO THE EAST, 95 FEET EAST OF THE CENTERLINE
 NW0555'OF THE ROAD, 25 FEET SOUTH OF A TRACK ROAD EAST, 5 FEET HIGHER THAN
 NW0555'THE ROAD BED, CEMENTED IN THE SOUTH END OF A LARGE LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0665 ***********************************************************************
 NV0665  DESIGNATION -  2901
 NV0665  PID         -  NV0665
 NV0665  STATE/COUNTY-  ID/OWYHEE
 NV0665  USGS QUAD   -  HOT SPRING (1992)
 NV0665
 NV0665                         *CURRENT SURVEY CONTROL
 NV0665  ___________________________________________________________________
 NV0665* NAD 83(1986)-  42 46 46.     (N)    115 44 18.     (W)     SCALED    
 NV0665* NAVD 88     -       885.329  (meters)    2904.62   (feet)  ADJUSTED  
 NV0665  ___________________________________________________________________
 NV0665  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 NV0665  DYNAMIC HT  -         884.911 (meters)    2903.25  (feet)  COMP
 NV0665  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 NV0665
 NV0665  VERT ORDER  -  FIRST     CLASS II
 NV0665
 NV0665.The horizontal coordinates were scaled from a topographic map and have
 NV0665.an estimated accuracy of +/- 6 seconds.
 NV0665
 NV0665.The orthometric height was determined by differential leveling
 NV0665.and adjusted by the National Geodetic Survey in June 1991..
 NV0665
 NV0665.The geoid height was determined by GEOID03.
 NV0665
 NV0665.The dynamic height is computed by dividing the NAVD 88
 NV0665.geopotential number by the normal gravity value computed on the
 NV0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0665.degrees latitude (g = 980.6199 gals.).
 NV0665
 NV0665.The modeled gravity was interpolated from observed gravity values.
 NV0665
 NV0665;                    North         East    Units  Estimated Accuracy
 NV0665;SPC ID W     -   123,600.      800,960.      MT  (+/- 180 meters Scaled)
 NV0665
 NV0665                          SUPERSEDED SURVEY CONTROL
 NV0665
 NV0665  NGVD 29 (??/??/92)  884.438  (m)         2901.69   (f) ADJ UNCH    1 2
 NV0665
 NV0665.Superseded values are not recommended for survey control.
 NV0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0665.See file dsdata.txt to determine how the superseded data were derived.
 NV0665
 NV0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH032370(NAD 83)
 NV0665_MARKER: P = PIPE CAP
 NV0665_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0665_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0665_STAMPING: 2901
 NV0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0665
 NV0665  HISTORY     - Date     Condition        Report By
 NV0665  HISTORY     - UNK      MONUMENTED       USGLO
 NV0665  HISTORY     - 1934     GOOD             NGS
 NV0665
 NV0665                          STATION DESCRIPTION
 NV0665
 NV0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0665'1.4 MI SW FROM HOT SPRING.
 NV0665'1.4 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0665'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, ABOUT 1/4 MILE NORTH OF A
 NV0665'CONICAL HILL WEST OF THE ROAD, ON THE SOUTH RIM OVERLOOKING THE VALLEY
 NV0665'OF BRUNEAU RIVER, ON THE CREST OF A RIDGE, AND 25 FEET WEST OF THE
 NV0665'ROAD.  A UNITED STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED 2901
 NV0665'AND RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0049 ***********************************************************************
 RZ0049  DESIGNATION -  2936.7
 RZ0049  PID         -  RZ0049
 RZ0049  STATE/COUNTY-  ID/CLEARWATER
 RZ0049  USGS QUAD   -  ELK RIVER (1994)
 RZ0049
 RZ0049                         *CURRENT SURVEY CONTROL
 RZ0049  ___________________________________________________________________
 RZ0049* NAD 83(1986)-  46 46 31.     (N)    116 10 24.     (W)     SCALED    
 RZ0049* NAVD 88     -       887.963  (meters)    2913.26   (feet)  ADJUSTED  
 RZ0049  ___________________________________________________________________
 RZ0049  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 RZ0049  DYNAMIC HT  -         887.874 (meters)    2912.97  (feet)  COMP
 RZ0049  MODELED GRAV-     980,483.7   (mgal)                       NAVD 88
 RZ0049
 RZ0049  VERT ORDER  -  SECOND    CLASS 0
 RZ0049
 RZ0049.The horizontal coordinates were scaled from a topographic map and have
 RZ0049.an estimated accuracy of +/- 6 seconds.
 RZ0049
 RZ0049.The orthometric height was determined by differential leveling
 RZ0049.and adjusted by the National Geodetic Survey in June 1991..
 RZ0049
 RZ0049.The geoid height was determined by GEOID03.
 RZ0049
 RZ0049.The dynamic height is computed by dividing the NAVD 88
 RZ0049.geopotential number by the normal gravity value computed on the
 RZ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0049.degrees latitude (g = 980.6199 gals.).
 RZ0049
 RZ0049.The modeled gravity was interpolated from observed gravity values.
 RZ0049
 RZ0049;                    North         East    Units  Estimated Accuracy
 RZ0049;SPC ID W     -   567,700.      767,670.      MT  (+/- 180 meters Scaled)
 RZ0049
 RZ0049                          SUPERSEDED SURVEY CONTROL
 RZ0049
 RZ0049  NGVD 29 (??/??/92)  886.848  (m)         2909.60   (f) ADJ UNCH    2 0
 RZ0049
 RZ0049.Superseded values are not recommended for survey control.
 RZ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0049.See file dsdata.txt to determine how the superseded data were derived.
 RZ0049
 RZ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM631805(NAD 83)
 RZ0049_MARKER: Q = CHISELED SQUARE
 RZ0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0049_SP_SET: FOUNDATION POST
 RZ0049_STAMPING: U.S.B.M. 2936.7
 RZ0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0049
 RZ0049  HISTORY     - Date     Condition        Report By
 RZ0049  HISTORY     - UNK      MONUMENTED       USGS
 RZ0049  HISTORY     - 1935     GOOD             NGS
 RZ0049
 RZ0049                          STATION DESCRIPTION
 RZ0049
 RZ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RZ0049'1.2 MI SW FROM ELK RIVER.
 RZ0049'1.2 MILE SOUTHWEST OF ELK RIVER, FROM C.M.ST.P. AND P.RY. STATION,
 RZ0049'ALONG CHICAGO, MILWAUKEE, ST.PAUL AND PACIFIC RY.  A CHISELED SQUARE
 RZ0049'IN TOP OF FOUNDATION POST AT NORTHWEST CORNER OF COOK HOUSE AT
 RZ0049'HEADQUARTERS OF POTLATCH TIMBER PROTECTIVE ASSN. PAINTED ON SIDE OF
 RZ0049'POST U.S. 2936.7 B.M.  A HIGH POINT IN CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0027 ***********************************************************************
 QB0027  DESIGNATION -  2939
 QB0027  PID         -  QB0027
 QB0027  STATE/COUNTY-  ID/ADAMS
 QB0027  USGS QUAD   -  COUNCIL (1986)
 QB0027
 QB0027                         *CURRENT SURVEY CONTROL
 QB0027  ___________________________________________________________________
 QB0027* NAD 83(1986)-  44 41 33.     (N)    116 26 54.     (W)     SCALED    
 QB0027* NAVD 88     -       897.303  (meters)    2943.90   (feet)  ADJUSTED  
 QB0027  ___________________________________________________________________
 QB0027  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 QB0027  DYNAMIC HT  -         897.033 (meters)    2943.02  (feet)  COMP
 QB0027  MODELED GRAV-     980,287.1   (mgal)                       NAVD 88
 QB0027
 QB0027  VERT ORDER  -  FIRST     CLASS II
 QB0027
 QB0027.The horizontal coordinates were scaled from a topographic map and have
 QB0027.an estimated accuracy of +/- 6 seconds.
 QB0027
 QB0027.The orthometric height was determined by differential leveling
 QB0027.and adjusted by the National Geodetic Survey in June 1991..
 QB0027.WARNING-Repeat measurements at this control monument indicate possible
 QB0027.vertical movement.
 QB0027
 QB0027.The geoid height was determined by GEOID03.
 QB0027
 QB0027.The dynamic height is computed by dividing the NAVD 88
 QB0027.geopotential number by the normal gravity value computed on the
 QB0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0027.degrees latitude (g = 980.6199 gals.).
 QB0027
 QB0027.The modeled gravity was interpolated from observed gravity values.
 QB0027
 QB0027;                    North         East    Units  Estimated Accuracy
 QB0027;SPC ID W     -   336,370.      744,650.      MT  (+/- 180 meters Scaled)
 QB0027
 QB0027                          SUPERSEDED SURVEY CONTROL
 QB0027
 QB0027.No superseded survey control is available for this station.
 QB0027
 QB0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK437489(NAD 83)
 QB0027_MARKER: DD = SURVEY DISK
 QB0027_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0027_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0027_STAMPING: 2939 W
 QB0027_MARK LOGO: USGS  
 QB0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0027
 QB0027  HISTORY     - Date     Condition        Report By
 QB0027  HISTORY     - UNK      MONUMENTED       USGS
 QB0027  HISTORY     - 1967     GOOD             NGS
 QB0027  HISTORY     - 1981     GOOD             NGS
 QB0027  HISTORY     - 1983     GOOD             NGS
 QB0027
 QB0027                          STATION DESCRIPTION
 QB0027
 QB0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0027'2.7 MI S FROM COUNCIL.
 QB0027'2.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT COUNCIL,
 QB0027'0.25 MILE NORTH OF MILE POST NO. 137, 0.15 MILE SOUTH OF THE CONCRETE
 QB0027'BRIDGE OVER LESTER CREEK, 220 FEET NORTH OF A DRIVEWAY WEST, 46 FEET
 QB0027'WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET EAST OF THE NEAREST
 QB0027'RAIL OF THE RAILROAD, 2 FEET SOUTH OF A METAL WITNESS POST AND 4 FEET
 QB0027'ABOVE THE LEVEL OF THE HIGHWAY.  A U.S. GEOLOGICAL SURVEY STANDARD
 QB0027'CAP, RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN CONCRETE
 QB0027'AND PROJECTING 18 INCHES.
 QB0027
 QB0027                          STATION RECOVERY (1981)
 QB0027
 QB0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QB0027'TO REACH FROM THE POST OFFICE IN COUNCIL GO 0.1 MILE WEST TO
 QB0027'INTERSECTION WITH US 95 THEN LEFT ON US 95, 2.5 MILES TO MARK ON THE
 QB0027'RIGHT. IT IS 0.15 MILE SOUTH OF CONCRETE BRIDGE OVER LESTER CREEK, 67
 QB0027'METERS NORTH OF A DRIVEWAY WEST, 14.0 METERS WEST OF CENTERLINE OF
 QB0027'HIGHWAY, 10.1 METERS EAST OF EAST RAIL OF RAILROAD TRACK.
 QB0027
 QB0027                          STATION RECOVERY (1983)
 QB0027
 QB0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0027'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.0 KM
 QB0027'(2.5 MI) SOUTH ALONG US HIGHWAY 95 FROM THE HIGH SCHOOL IN COUNCIL,
 QB0027'0.3 KM (0.2 MI) NORTH OF MILEPOST 133, 0.15 KM (0.1 MI) NORTH OF THE
 QB0027'T-JUNCTION OF COTTONWOOD ROAD, 12.2 METERS (40 FT) WEST OF THE
 QB0027'CENTERLINE OF THE HIGHWAY, 64.9 METERS (213 FT) NORTH OF THE CENTER OF
 QB0027'A DIRT ROAD, 10 METERS (33 FT) EAST OF THE EAST RAIL OF THE UNION
 QB0027'PACIFIC RAILROAD, PROJECTS 50 CM ABOVE THE GROUND.  STAMPING--2939 W
 QB0027'18.
 QB0027'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 QB0027'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0673 ***********************************************************************
 NV0673  DESIGNATION -  2949
 NV0673  PID         -  NV0673
 NV0673  STATE/COUNTY-  ID/OWYHEE
 NV0673  USGS QUAD   -  BRUNEAU (1992)
 NV0673
 NV0673                         *CURRENT SURVEY CONTROL
 NV0673  ___________________________________________________________________
 NV0673* NAD 83(1986)-  42 53 55.     (N)    115 46 35.     (W)     SCALED    
 NV0673* NAVD 88     -       900.313  (meters)    2953.78   (feet)  ADJUSTED  
 NV0673  ___________________________________________________________________
 NV0673  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 NV0673  DYNAMIC HT  -         899.905 (meters)    2952.44  (feet)  COMP
 NV0673  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 NV0673
 NV0673  VERT ORDER  -  FIRST     CLASS II
 NV0673
 NV0673.The horizontal coordinates were scaled from a topographic map and have
 NV0673.an estimated accuracy of +/- 6 seconds.
 NV0673
 NV0673.The orthometric height was determined by differential leveling
 NV0673.and adjusted by the National Geodetic Survey in June 1991..
 NV0673
 NV0673.The geoid height was determined by GEOID03.
 NV0673
 NV0673.The dynamic height is computed by dividing the NAVD 88
 NV0673.geopotential number by the normal gravity value computed on the
 NV0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0673.degrees latitude (g = 980.6199 gals.).
 NV0673
 NV0673.The modeled gravity was interpolated from observed gravity values.
 NV0673
 NV0673;                    North         East    Units  Estimated Accuracy
 NV0673;SPC ID W     -   136,830.      797,850.      MT  (+/- 180 meters Scaled)
 NV0673
 NV0673                          SUPERSEDED SURVEY CONTROL
 NV0673
 NV0673  NGVD 29 (??/??/92)  899.439  (m)         2950.91   (f) ADJ UNCH    1 2
 NV0673
 NV0673.Superseded values are not recommended for survey control.
 NV0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0673.See file dsdata.txt to determine how the superseded data were derived.
 NV0673
 NV0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH998502(NAD 83)
 NV0673_MARKER: P = PIPE CAP
 NV0673_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0673_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0673_STAMPING: 2949
 NV0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0673
 NV0673  HISTORY     - Date     Condition        Report By
 NV0673  HISTORY     - UNK      MONUMENTED       USGLO
 NV0673  HISTORY     - 1934     GOOD             NGS
 NV0673
 NV0673                          STATION DESCRIPTION
 NV0673
 NV0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0673'2 MI NE FROM BRUNEAU.
 NV0673'2.0 MILES NORTHEAST ALONG THE ROAD TO MOUNTAIN HOME FROM THE ROAD
 NV0673'JUNCTION AT BRUNEAU, OWYHEE COUNTY, 3.4 MILES SOUTHWEST OF THE
 NV0673'LOVERIDGE FERRY BRIDGE OVER SNAKE RIVER, DIRECTLY EAST OF THE SIXTH
 NV0673'POWER POLE EAST OF THE ROAD, AND 20 FEET WEST OF THE ROAD JUNCTION AT
 NV0673'THE SUMMIT OF THE SOUTH RIM OF SNAKE RIVER VALLEY.  A UNITED STATES
 NV0673'GENERAL LAND OFFICE STANDARD CAP, STAMPED 2949 AND RIVETED ON THE TOP
 NV0673'OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0282 ***********************************************************************
 OH0282  DESIGNATION -  2957.51
 OH0282  PID         -  OH0282
 OH0282  STATE/COUNTY-  ID/ADA
 OH0282  USGS QUAD   -  WILD HORSE BUTTE (1992)
 OH0282
 OH0282                         *CURRENT SURVEY CONTROL
 OH0282  ___________________________________________________________________
 OH0282* NAD 83(1986)-  43 14 59.     (N)    116 22 20.     (W)     SCALED    
 OH0282* NAVD 88     -       902.466  (meters)    2960.84   (feet)  ADJUSTED  
 OH0282  ___________________________________________________________________
 OH0282  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 OH0282  DYNAMIC HT  -         902.111 (meters)    2959.68  (feet)  COMP
 OH0282  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 OH0282
 OH0282  VERT ORDER  -  SECOND    CLASS 0
 OH0282
 OH0282.The horizontal coordinates were scaled from a topographic map and have
 OH0282.an estimated accuracy of +/- 6 seconds.
 OH0282
 OH0282.The orthometric height was determined by differential leveling
 OH0282.and adjusted by the National Geodetic Survey in June 1991..
 OH0282
 OH0282.The geoid height was determined by GEOID03.
 OH0282
 OH0282.The dynamic height is computed by dividing the NAVD 88
 OH0282.geopotential number by the normal gravity value computed on the
 OH0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0282.degrees latitude (g = 980.6199 gals.).
 OH0282
 OH0282.The modeled gravity was interpolated from observed gravity values.
 OH0282
 OH0282;                    North         East    Units  Estimated Accuracy
 OH0282;SPC ID W     -   176,030.      749,470.      MT  (+/- 180 meters Scaled)
 OH0282
 OH0282                          SUPERSEDED SURVEY CONTROL
 OH0282
 OH0282  NGVD 29 (??/??/92)  901.560  (m)         2957.87   (f) ADJ UNCH    2 0
 OH0282
 OH0282.Superseded values are not recommended for survey control.
 OH0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0282.See file dsdata.txt to determine how the superseded data were derived.
 OH0282
 OH0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH509887(NAD 83)
 OH0282_MARKER: DD = SURVEY DISK
 OH0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0282_SP_SET: POWER POLE FOOTING
 OH0282_STAMPING: 2957.51
 OH0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0282
 OH0282  HISTORY     - Date     Condition        Report By
 OH0282  HISTORY     - UNK      MONUMENTED       BOR
 OH0282  HISTORY     - 1944     GOOD             NGS
 OH0282
 OH0282                          STATION DESCRIPTION
 OH0282
 OH0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH0282'2.0 MI NE FROM SWAN FALLS DAM.
 OH0282'2.0 MILES NORTHEAST OF THE DAM AT SWAN FALLS DAM, ADA COUNTY, ALONG
 OH0282'THE SWAN FALLS TO KUNA HIGHWAY, ON TOP OF THE MESA, 0.8 MILE NORTH OF
 OH0282'A Y ROAD AT THE RIM OF THE CANYON LEADING DOWN TO SWAN FALLS DAM, AND
 OH0282'SOUTHWEST OF THE ROAD.  A COPPER DISK SET IN A DRILL HOLE AT THE FOOT
 OH0282'OF A SET OF 3 POWER POLES WHERE THE POWER LINE LEADS INTO THE CANYON
 OH0282'AND THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0038 ***********************************************************************
 RZ0038  DESIGNATION -  2965.1
 RZ0038  PID         -  RZ0038
 RZ0038  STATE/COUNTY-  ID/CLEARWATER
 RZ0038  USGS QUAD   -  ELK CREEK FALLS (1994)
 RZ0038
 RZ0038                         *CURRENT SURVEY CONTROL
 RZ0038  ___________________________________________________________________
 RZ0038* NAD 83(1986)-  46 43 06.     (N)    116 09 30.     (W)     SCALED    
 RZ0038* NAVD 88     -       904.111  (meters)    2966.24   (feet)  ADJUSTED  
 RZ0038  ___________________________________________________________________
 RZ0038  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 RZ0038  DYNAMIC HT  -         904.028 (meters)    2965.97  (feet)  COMP
 RZ0038  MODELED GRAV-     980,490.7   (mgal)                       NAVD 88
 RZ0038
 RZ0038  VERT ORDER  -  SECOND    CLASS 0
 RZ0038
 RZ0038.The horizontal coordinates were scaled from a topographic map and have
 RZ0038.an estimated accuracy of +/- 6 seconds.
 RZ0038
 RZ0038.The orthometric height was determined by differential leveling
 RZ0038.and adjusted by the National Geodetic Survey in June 1991..
 RZ0038
 RZ0038.The geoid height was determined by GEOID03.
 RZ0038
 RZ0038.The dynamic height is computed by dividing the NAVD 88
 RZ0038.geopotential number by the normal gravity value computed on the
 RZ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0038.degrees latitude (g = 980.6199 gals.).
 RZ0038
 RZ0038.The modeled gravity was interpolated from observed gravity values.
 RZ0038
 RZ0038;                    North         East    Units  Estimated Accuracy
 RZ0038;SPC ID W     -   561,370.      768,780.      MT  (+/- 180 meters Scaled)
 RZ0038
 RZ0038                          SUPERSEDED SURVEY CONTROL
 RZ0038
 RZ0038  NGVD 29 (??/??/92)  903.014  (m)         2962.64   (f) ADJ UNCH    2 0
 RZ0038
 RZ0038.Superseded values are not recommended for survey control.
 RZ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0038.See file dsdata.txt to determine how the superseded data were derived.
 RZ0038
 RZ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM643742(NAD 83)
 RZ0038_MARKER: N = NAIL
 RZ0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0038_SP_SET: TREE
 RZ0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0038
 RZ0038  HISTORY     - Date     Condition        Report By
 RZ0038  HISTORY     - UNK      MONUMENTED       USGS
 RZ0038  HISTORY     - 1935     GOOD             NGS
 RZ0038
 RZ0038                          STATION DESCRIPTION
 RZ0038
 RZ0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RZ0038'9.4 MI SW FROM ELK RIVER.
 RZ0038'9.4 MILES SOUTHWEST OF, ALONG COUNTY ROAD, TO AHSAHKA, FROM C.M.ST.P.
 RZ0038'AND P.RY. STATION.  SET AT THE JERICO MINE ROAD JUNCTION AT SOUTH END
 RZ0038'OF THRUCUT.  48 FEET SOUTHWEST OF CENTERLINE OF ROAD JUNCTION.  36
 RZ0038'FEET SOUTHWEST OF CENTERLINE OF COUNTY ROAD.  20 FEET NORTHWEST OF
 RZ0038'SMALL TRAIL LEADING SOUTHWEST DOWN THE HILL.  AT SAME ELEVATION AS
 RZ0038'ROAD.  COPPER NAIL AND WASHER BEARING LETTERS U.S.B.M. SET ON EAST
 RZ0038'SIDE IN BASE OF 20 INCH IN DIAMETER RED FIR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0046 ***********************************************************************
 RZ0046  DESIGNATION -  2992.8
 RZ0046  PID         -  RZ0046
 RZ0046  STATE/COUNTY-  ID/CLEARWATER
 RZ0046  USGS QUAD   -  ELK RIVER (1994)
 RZ0046
 RZ0046                         *CURRENT SURVEY CONTROL
 RZ0046  ___________________________________________________________________
 RZ0046* NAD 83(1986)-  46 45 35.     (N)    116 10 16.     (W)     SCALED    
 RZ0046* NAVD 88     -       851.519  (meters)    2793.69   (feet)  ADJUSTED  
 RZ0046  ___________________________________________________________________
 RZ0046  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 RZ0046  DYNAMIC HT  -         851.434 (meters)    2793.41  (feet)  COMP
 RZ0046  MODELED GRAV-     980,485.9   (mgal)                       NAVD 88
 RZ0046
 RZ0046  VERT ORDER  -  SECOND    CLASS 0
 RZ0046
 RZ0046.The horizontal coordinates were scaled from a topographic map and have
 RZ0046.an estimated accuracy of +/- 6 seconds.
 RZ0046
 RZ0046.The orthometric height was determined by differential leveling
 RZ0046.and adjusted by the National Geodetic Survey in June 1991..
 RZ0046
 RZ0046.The geoid height was determined by GEOID03.
 RZ0046
 RZ0046.The dynamic height is computed by dividing the NAVD 88
 RZ0046.geopotential number by the normal gravity value computed on the
 RZ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0046.degrees latitude (g = 980.6199 gals.).
 RZ0046
 RZ0046.The modeled gravity was interpolated from observed gravity values.
 RZ0046
 RZ0046;                    North         East    Units  Estimated Accuracy
 RZ0046;SPC ID W     -   565,970.      767,830.      MT  (+/- 180 meters Scaled)
 RZ0046
 RZ0046                          SUPERSEDED SURVEY CONTROL
 RZ0046
 RZ0046  NGVD 29 (??/??/92)  850.407  (m)         2790.04   (f) ADJ UNCH    2 0
 RZ0046
 RZ0046.Superseded values are not recommended for survey control.
 RZ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0046.See file dsdata.txt to determine how the superseded data were derived.
 RZ0046
 RZ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM632787(NAD 83)
 RZ0046_MARKER: Z = SEE DESCRIPTION
 RZ0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0046_SP_SET: ABUTMENT
 RZ0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0046
 RZ0046  HISTORY     - Date     Condition        Report By
 RZ0046  HISTORY     - UNK      MONUMENTED       USGS
 RZ0046  HISTORY     - 1935     GOOD             NGS
 RZ0046
 RZ0046                          STATION DESCRIPTION
 RZ0046
 RZ0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RZ0046'3.1 MI SW FROM ELK RIVER.
 RZ0046'3.1 MILES SOUTHWEST OF, ALONG COUNTY ROAD, FROM C. M. ST.P. AND P. RY
 RZ0046'STATION.  MARK IS POINT ON SOUTHEAST CORNER OF CONCRETE ABUTMENT OF
 RZ0046'BRIDGE OVER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0104 ***********************************************************************
 QB0104  DESIGNATION -  3
 QB0104  PID         -  QB0104
 QB0104  STATE/COUNTY-  ID/VALLEY
 QB0104  USGS QUAD   -  MC CALL (1973)
 QB0104
 QB0104                         *CURRENT SURVEY CONTROL
 QB0104  ___________________________________________________________________
 QB0104* NAD 83(1986)-  44 58 28.     (N)    116 04 46.     (W)     SCALED    
 QB0104* NAVD 88     -      1533.213  (meters)    5030.22   (feet)  ADJUSTED  
 QB0104  ___________________________________________________________________
 QB0104  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 QB0104  DYNAMIC HT  -        1532.563 (meters)    5028.08  (feet)  COMP
 QB0104  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 QB0104
 QB0104  VERT ORDER  -  SECOND    CLASS 0
 QB0104
 QB0104.The horizontal coordinates were scaled from a topographic map and have
 QB0104.an estimated accuracy of +/- 6 seconds.
 QB0104
 QB0104.The orthometric height was determined by differential leveling
 QB0104.and adjusted by the National Geodetic Survey in June 1991..
 QB0104
 QB0104.The geoid height was determined by GEOID03.
 QB0104
 QB0104.The dynamic height is computed by dividing the NAVD 88
 QB0104.geopotential number by the normal gravity value computed on the
 QB0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0104.degrees latitude (g = 980.6199 gals.).
 QB0104
 QB0104.The modeled gravity was interpolated from observed gravity values.
 QB0104
 QB0104;                    North         East    Units  Estimated Accuracy
 QB0104;SPC ID W     -   367,520.      774,020.      MT  (+/- 180 meters Scaled)
 QB0104
 QB0104                          SUPERSEDED SURVEY CONTROL
 QB0104
 QB0104  NGVD 29 (??/??/92) 1532.045  (m)         5026.38   (f) ADJ UNCH    2 0
 QB0104
 QB0104.Superseded values are not recommended for survey control.
 QB0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0104.See file dsdata.txt to determine how the superseded data were derived.
 QB0104
 QB0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK725805(NAD 83)
 QB0104_MARKER: DD = SURVEY DISK
 QB0104_SETTING: 66 = SET IN ROCK OUTCROP
 QB0104_SP_SET: OUTCROP
 QB0104_STAMPING: 3 55 5026 95
 QB0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0104+STABILITY: POSITION/ELEVATION WELL
 QB0104
 QB0104  HISTORY     - Date     Condition        Report By
 QB0104  HISTORY     - UNK      MONUMENTED       BPR
 QB0104  HISTORY     - 1959     GOOD             NGS
 QB0104
 QB0104                          STATION DESCRIPTION
 QB0104
 QB0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QB0104'5.25 MI N FROM MCCALL.
 QB0104'5.25 MILES NORTH ALONG AN ASPHALT ROAD LEADING TO BURGDORF FROM THE
 QB0104'JUNCTION OF STATE HIGHWAY 15 AT MCCALL, 98 FEET NORTH OF THE CENTER OF
 QB0104'A JUNCTION OF A DIRT ROAD SOUTH-SOUTHWEST AND A DIRT ROAD EAST, IN THE
 QB0104'TOP OF A 4-BY 6-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE
 QB0104'THE GROUND, 36 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 98
 QB0104'FEET WEST-NORTHWEST AND ACROSS THE ROAD FROM A POWER POLE SUPPORTING A
 QB0104'TRANSFORMER, 3.1 FEET NORTH OF A WITNESS POST, AND ABOUT 2 FEET LOWER
 QB0104'THAN THE ROAD.  NOTE-- THE DISK IS SLANTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0230 ***********************************************************************
 OZ0230  DESIGNATION -  3
 OZ0230  PID         -  OZ0230
 OZ0230  STATE/COUNTY-  ID/CAMAS
 OZ0230  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0230
 OZ0230                         *CURRENT SURVEY CONTROL
 OZ0230  ___________________________________________________________________
 OZ0230* NAD 83(1986)-  43 20 31.     (N)    114 42 08.     (W)     SCALED    
 OZ0230* NAVD 88     -      1534.502  (meters)    5034.45   (feet)  ADJUSTED  
 OZ0230  ___________________________________________________________________
 OZ0230  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 OZ0230  DYNAMIC HT  -        1533.619 (meters)    5031.55  (feet)  COMP
 OZ0230  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 OZ0230
 OZ0230  VERT ORDER  -  SECOND    CLASS 0
 OZ0230
 OZ0230.The horizontal coordinates were scaled from a topographic map and have
 OZ0230.an estimated accuracy of +/- 6 seconds.
 OZ0230
 OZ0230.The orthometric height was determined by differential leveling
 OZ0230.and adjusted by the National Geodetic Survey in June 1991..
 OZ0230
 OZ0230.The geoid height was determined by GEOID03.
 OZ0230
 OZ0230.The dynamic height is computed by dividing the NAVD 88
 OZ0230.geopotential number by the normal gravity value computed on the
 OZ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0230.degrees latitude (g = 980.6199 gals.).
 OZ0230
 OZ0230.The modeled gravity was interpolated from observed gravity values.
 OZ0230
 OZ0230;                    North         East    Units  Estimated Accuracy
 OZ0230;SPC ID C     -   186,330.      443,060.      MT  (+/- 180 meters Scaled)
 OZ0230
 OZ0230                          SUPERSEDED SURVEY CONTROL
 OZ0230
 OZ0230  NGVD 29 (??/??/92) 1533.426  (m)         5030.92   (f) ADJ UNCH    2 0
 OZ0230
 OZ0230.Superseded values are not recommended for survey control.
 OZ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0230.See file dsdata.txt to determine how the superseded data were derived.
 OZ0230
 OZ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ862013(NAD 83)
 OZ0230_MARKER: DD = SURVEY DISK
 OZ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0230+STABILITY: SURFACE MOTION
 OZ0230
 OZ0230  HISTORY     - Date     Condition        Report By
 OZ0230  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0230  HISTORY     - 1950     GOOD             NGS
 OZ0230
 OZ0230                          STATION DESCRIPTION
 OZ0230
 OZ0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0230'4.7 MI E FROM FAIRFIELD.
 OZ0230'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0230'THENCE 4.4 MILES EAST ALONG STATE HIGHWAY 68, 0.4 MILE WEST OF THE
 OZ0230'JUNCTION OF STATE HIGHWAY 46, ABOUT 0.3 MILE SOUTHEAST OF AND ACROSS
 OZ0230'FIELDS FROM A GRAIN ELEVATOR, AT A T JUNCTION OF FENCE LINE S, 76 1/2
 OZ0230'FEET EAST OF A TELEPHONE POLE, 41 FEET SOUTH OF THE CENTER LINE OF THE
 OZ0230'HIGHWAY, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 OZ0230'A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0562 ***********************************************************************
 OZ0562  DESIGNATION -  3
 OZ0562  PID         -  OZ0562
 OZ0562  STATE/COUNTY-  ID/ELMORE
 OZ0562  USGS QUAD   -  CRATER RINGS SE (1992)
 OZ0562
 OZ0562                         *CURRENT SURVEY CONTROL
 OZ0562  ___________________________________________________________________
 OZ0562* NAD 83(1986)-  43 02 05.     (N)    115 51 38.     (W)     SCALED    
 OZ0562* NAVD 88     -       913.828  (meters)    2998.12   (feet)  POSTED    
 OZ0562  ___________________________________________________________________
 OZ0562  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 OZ0562  DYNAMIC HT  -         913.450 (meters)    2996.88  (feet)  COMP
 OZ0562  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 OZ0562
 OZ0562  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 OZ0562
 OZ0562.The horizontal coordinates were scaled from a topographic map and have
 OZ0562.an estimated accuracy of +/- 6 seconds.
 OZ0562
 OZ0562.The orthometric height was determined by differential leveling
 OZ0562.and adjusted by the National Geodetic Survey in 1992..
 OZ0562.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 OZ0562.rate of 4.1 thru 8.0 mm/km.
 OZ0562
 OZ0562.The geoid height was determined by GEOID03.
 OZ0562
 OZ0562.The dynamic height is computed by dividing the NAVD 88
 OZ0562.geopotential number by the normal gravity value computed on the
 OZ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0562.degrees latitude (g = 980.6199 gals.).
 OZ0562
 OZ0562.The modeled gravity was interpolated from observed gravity values.
 OZ0562
 OZ0562;                    North         East    Units  Estimated Accuracy
 OZ0562;SPC ID W     -   151,960.      790,990.      MT  (+/- 180 meters Scaled)
 OZ0562
 OZ0562                          SUPERSEDED SURVEY CONTROL
 OZ0562
 OZ0562  NGVD 29 (??/??/92)  912.979  (m)         2995.33   (f) ADJ UNCH    1 2
 OZ0562
 OZ0562.Superseded values are not recommended for survey control.
 OZ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0562.See file dsdata.txt to determine how the superseded data were derived.
 OZ0562
 OZ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH928653(NAD 83)
 OZ0562_MARKER: DD = SURVEY DISK
 OZ0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0562_SP_SET: PAVEMENT
 OZ0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0562
 OZ0562  HISTORY     - Date     Condition        Report By
 OZ0562  HISTORY     - UNK      MONUMENTED       DOD
 OZ0562  HISTORY     - 1955     GOOD             NGS
 OZ0562
 OZ0562                          STATION DESCRIPTION
 OZ0562
 OZ0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0562'IN MOUNTAIN HOME AFB.
 OZ0562'AT MOUNTAIN HOME AIR FORCE BASE, ELMORE COUNTY, AT THE CENTER OF THE
 OZ0562'INTERSECTION OF THE NORTHWEST-AND-SOUTHEAST RUNWAY AND THE
 OZ0562'EAST-AND-WEST RUNWAY, IN THE PAVEMENT, AND FLUSH WITH THE PAVEMENT. A
 OZ0562'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, UNSTAMPED.  NOTE-- THE
 OZ0562'MARK HAS BEEN COVERED BY ABOUT 4 INCHES OF MACADAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0404 ***********************************************************************
 RZ0404  DESIGNATION -  3
 RZ0404  PID         -  RZ0404
 RZ0404  STATE/COUNTY-  ID/LATAH
 RZ0404  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0404
 RZ0404                         *CURRENT SURVEY CONTROL
 RZ0404  ___________________________________________________________________
 RZ0404* NAD 83(1986)-  46 43 11.     (N)    116 58 20.     (W)     SCALED    
 RZ0404* NAVD 88     -       805.526  (meters)    2642.80   (feet)  ADJUSTED  
 RZ0404  ___________________________________________________________________
 RZ0404  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 RZ0404  DYNAMIC HT  -         805.461 (meters)    2642.58  (feet)  COMP
 RZ0404  MODELED GRAV-     980,506.6   (mgal)                       NAVD 88
 RZ0404
 RZ0404  VERT ORDER  -  SECOND    CLASS 0
 RZ0404
 RZ0404.The horizontal coordinates were scaled from a topographic map and have
 RZ0404.an estimated accuracy of +/- 6 seconds.
 RZ0404
 RZ0404.The orthometric height was determined by differential leveling
 RZ0404.and adjusted by the National Geodetic Survey in June 1991..
 RZ0404
 RZ0404.The geoid height was determined by GEOID03.
 RZ0404
 RZ0404.The dynamic height is computed by dividing the NAVD 88
 RZ0404.geopotential number by the normal gravity value computed on the
 RZ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0404.degrees latitude (g = 980.6199 gals.).
 RZ0404
 RZ0404.The modeled gravity was interpolated from observed gravity values.
 RZ0404
 RZ0404;                    North         East    Units  Estimated Accuracy
 RZ0404;SPC ID W     -   562,160.      706,560.      MT  (+/- 180 meters Scaled)
 RZ0404
 RZ0404                          SUPERSEDED SURVEY CONTROL
 RZ0404
 RZ0404  NGVD 29 (??/??/92)  804.420  (m)         2639.17   (f) ADJ UNCH    2 0
 RZ0404
 RZ0404.Superseded values are not recommended for survey control.
 RZ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0404.See file dsdata.txt to determine how the superseded data were derived.
 RZ0404
 RZ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM021740(NAD 83)
 RZ0404_MARKER: DD = SURVEY DISK
 RZ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0404_STAMPING: NO 3
 RZ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0404+STABILITY: SURFACE MOTION
 RZ0404
 RZ0404  HISTORY     - Date     Condition        Report By
 RZ0404  HISTORY     - UNK      MONUMENTED       IDPWD
 RZ0404  HISTORY     - 1952     GOOD             NGS
 RZ0404
 RZ0404                          STATION DESCRIPTION
 RZ0404
 RZ0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0404'1.8 MI E FROM MOSCOW.
 RZ0404'0.4 MILE SOUTH ALONG WASHINGTON STREET FROM THE POST OFFICE AT MOSCOW,
 RZ0404'THENCE 1.4 MILES EAST ALONG STATE HIGHWAY 8, AT THE EAST BOUNDARY OF
 RZ0404'THE MOSCOW CEMETERY, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RZ0404'10 1/2 FEET SOUTHEAST OF A 6-INCH TREE, 1.7 FEET SOUTHWEST OF A FENCE
 RZ0404'CORNER, 3.7 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE
 RZ0404'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT
 RZ0404'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0453 ***********************************************************************
 OZ0453  DESIGNATION -  3
 OZ0453  PID         -  OZ0453
 OZ0453  STATE/COUNTY-  ID/ELMORE
 OZ0453  USGS QUAD   -  PINE (1973)
 OZ0453
 OZ0453                         *CURRENT SURVEY CONTROL
 OZ0453  ___________________________________________________________________
 OZ0453* NAD 83(1986)-  43 26 35.     (N)    115 17 15.     (W)     SCALED    
 OZ0453* NAVD 88     -      1287.843  (meters)    4225.20   (feet)  ADJUSTED  
 OZ0453  ___________________________________________________________________
 OZ0453  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 OZ0453  DYNAMIC HT  -        1287.131 (meters)    4222.86  (feet)  COMP
 OZ0453  MODELED GRAV-     980,023.1   (mgal)                       NAVD 88
 OZ0453
 OZ0453  VERT ORDER  -  SECOND    CLASS 0
 OZ0453
 OZ0453.The horizontal coordinates were scaled from a topographic map and have
 OZ0453.an estimated accuracy of +/- 6 seconds.
 OZ0453
 OZ0453.The orthometric height was determined by differential leveling
 OZ0453.and adjusted by the National Geodetic Survey in June 1991..
 OZ0453
 OZ0453.The geoid height was determined by GEOID03.
 OZ0453
 OZ0453.The dynamic height is computed by dividing the NAVD 88
 OZ0453.geopotential number by the normal gravity value computed on the
 OZ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0453.degrees latitude (g = 980.6199 gals.).
 OZ0453
 OZ0453.The modeled gravity was interpolated from observed gravity values.
 OZ0453
 OZ0453;                    North         East    Units  Estimated Accuracy
 OZ0453;SPC ID W     -   197,420.      837,440.      MT  (+/- 180 meters Scaled)
 OZ0453
 OZ0453                          SUPERSEDED SURVEY CONTROL
 OZ0453
 OZ0453  NGVD 29 (??/??/92) 1286.750  (m)         4221.61   (f) ADJ UNCH    2 0
 OZ0453
 OZ0453.Superseded values are not recommended for survey control.
 OZ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0453.See file dsdata.txt to determine how the superseded data were derived.
 OZ0453
 OZ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ385114(NAD 83)
 OZ0453_MARKER: DD = SURVEY DISK
 OZ0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0453+STABILITY: SURFACE MOTION
 OZ0453
 OZ0453  HISTORY     - Date     Condition        Report By
 OZ0453  HISTORY     - UNK      MONUMENTED       BOR
 OZ0453  HISTORY     - 1950     GOOD             NGS
 OZ0453
 OZ0453                          STATION DESCRIPTION
 OZ0453
 OZ0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0453'3.8 MI SE FROM PINE.
 OZ0453'3.8 MILES SOUTHEAST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0453'PINE, 0.15 MILE SOUTHEAST OF THE JUNCTION OF A PRIVATE DRIVEWAY
 OZ0453'LEADING NORTHEAST TO A RANCH HOUSE, 0.1 MILE NORTHWEST OF THE JUNCTION
 OZ0453'OF A TRACK ROAD LEADING SOUTHWEST TO THE RIVER, ABOUT 100 YARDS
 OZ0453'NORTHWEST OF THE SOUTH CORNER OF A CULTIVATED FIELD, 78 FEET EAST OF
 OZ0453'THE EAST END OF A JOG IN THE FENCE, 54 FEET NORTHEAST OF THE CENTER
 OZ0453'LINE OF THE ROAD, 26.0 FEET NORTHEAST OF A WITNESS POST, 24.9 FEET
 OZ0453'NORTHEAST OF A FENCE, 2.1 FEET WEST OF AN IRON RED AND WHITE PAINTED
 OZ0453'STEEL ROD STANDING IN THE MIDDLE OF A CAIRN, ABOUT 4 FEET HIGHER THAN
 OZ0453'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 OZ0453'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0417 ***********************************************************************
 NT0417  DESIGNATION -  3
 NT0417  PID         -  NT0417
 NT0417  STATE/COUNTY-  ID/CARIBOU
 NT0417  USGS QUAD   -  SODA SPRINGS (1982)
 NT0417
 NT0417                         *CURRENT SURVEY CONTROL
 NT0417  ___________________________________________________________________
 NT0417* NAD 83(1986)-  42 41 31.     (N)    111 34 44.     (W)     SCALED    
 NT0417* NAVD 88     -      1824.067  (meters)    5984.46   (feet)  ADJUSTED  
 NT0417  ___________________________________________________________________
 NT0417  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 NT0417  DYNAMIC HT  -        1822.807 (meters)    5980.33  (feet)  COMP
 NT0417  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 NT0417
 NT0417  VERT ORDER  -  SECOND    CLASS 0
 NT0417
 NT0417.The horizontal coordinates were scaled from a topographic map and have
 NT0417.an estimated accuracy of +/- 6 seconds.
 NT0417
 NT0417.The orthometric height was determined by differential leveling
 NT0417.and adjusted by the National Geodetic Survey in June 1991..
 NT0417
 NT0417.The geoid height was determined by GEOID03.
 NT0417
 NT0417.The dynamic height is computed by dividing the NAVD 88
 NT0417.geopotential number by the normal gravity value computed on the
 NT0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0417.degrees latitude (g = 980.6199 gals.).
 NT0417
 NT0417.The modeled gravity was interpolated from observed gravity values.
 NT0417
 NT0417;                    North         East    Units  Estimated Accuracy
 NT0417;SPC ID E     -   114,050.      248,160.      MT  (+/- 180 meters Scaled)
 NT0417
 NT0417                          SUPERSEDED SURVEY CONTROL
 NT0417
 NT0417  NGVD 29 (??/??/92) 1822.86   (m)         5980.5    (f) COMPUTED    2 0
 NT0417
 NT0417.Superseded values are not recommended for survey control.
 NT0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0417.See file dsdata.txt to determine how the superseded data were derived.
 NT0417
 NT0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN525267(NAD 83)
 NT0417_MARKER: DD = SURVEY DISK
 NT0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0417_STAMPING: 3
 NT0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0417+STABILITY: SURFACE MOTION
 NT0417
 NT0417  HISTORY     - Date     Condition        Report By
 NT0417  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0417  HISTORY     - 1951     GOOD             NGS
 NT0417  HISTORY     - 1979     MARK NOT FOUND   USGS
 NT0417
 NT0417                          STATION DESCRIPTION
 NT0417
 NT0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0417'3.5 MI N FROM SODA SPRINGS.
 NT0417'3.5 MILES NORTH ALONG STATE HIGHWAY 34, AT A T JUNCTION OF A GRAVEL
 NT0417'ROAD LEADING EAST, ACROSS THE RAILROAD TRACKS TO 22 TRAIL RAUSER
 NT0417'STATION, 47 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND GRAVEL
 NT0417'ROAD, 47 FEET SOUTH OF A T JUNCTION OF A FENCE LINE, 20 FEET NORTH OF
 NT0417'A TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 NT0417'FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 NT0417
 NT0417                          STATION RECOVERY (1979)
 NT0417
 NT0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NT0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0217 ***********************************************************************
 NT0217  DESIGNATION -  3
 NT0217  PID         -  NT0217
 NT0217  STATE/COUNTY-  ID/BEAR LAKE
 NT0217  USGS QUAD   -  MONTPELIER (1967)
 NT0217
 NT0217                         *CURRENT SURVEY CONTROL
 NT0217  ___________________________________________________________________
 NT0217* NAD 83(1986)-  42 18 15.     (N)    111 21 45.     (W)     SCALED    
 NT0217* NAVD 88     -      1806.871  (meters)    5928.04   (feet)  ADJUSTED  
 NT0217  ___________________________________________________________________
 NT0217  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 NT0217  DYNAMIC HT  -        1805.495 (meters)    5923.53  (feet)  COMP
 NT0217  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 NT0217
 NT0217  VERT ORDER  -  SECOND    CLASS 0
 NT0217
 NT0217.The horizontal coordinates were scaled from a topographic map and have
 NT0217.an estimated accuracy of +/- 6 seconds.
 NT0217
 NT0217.The orthometric height was determined by differential leveling
 NT0217.and adjusted by the National Geodetic Survey in June 1991..
 NT0217
 NT0217.The geoid height was determined by GEOID03.
 NT0217
 NT0217.The dynamic height is computed by dividing the NAVD 88
 NT0217.geopotential number by the normal gravity value computed on the
 NT0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0217.degrees latitude (g = 980.6199 gals.).
 NT0217
 NT0217.The modeled gravity was interpolated from observed gravity values.
 NT0217
 NT0217;                    North         East    Units  Estimated Accuracy
 NT0217;SPC ID E     -    71,120.      266,300.      MT  (+/- 180 meters Scaled)
 NT0217
 NT0217                          SUPERSEDED SURVEY CONTROL
 NT0217
 NT0217  NGVD 29 (??/??/92) 1805.646  (m)         5924.02   (f) ADJ UNCH    2 0
 NT0217
 NT0217.Superseded values are not recommended for survey control.
 NT0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0217.See file dsdata.txt to determine how the superseded data were derived.
 NT0217
 NT0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM701836(NAD 83)
 NT0217_MARKER: DD = SURVEY DISK
 NT0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0217_STAMPING: 3
 NT0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0217+STABILITY: SURFACE MOTION
 NT0217
 NT0217  HISTORY     - Date     Condition        Report By
 NT0217  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0217  HISTORY     - 1951     GOOD             NGS
 NT0217
 NT0217                          STATION DESCRIPTION
 NT0217
 NT0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0217'2.1 MI NE FROM OVID.
 NT0217'2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE OVID SCHOOL, 3
 NT0217'MILES SOUTHWEST OF MONTPELIER, 0.1 MILE SOUTHWEST OF THE NORTHWEST END
 NT0217'OF A CONCRETE BRIDGE OVER A LAKE OUTLET CANAL, 61 FEET NORTHWEST OF
 NT0217'THE CENTER LINE OF THE HIGHWAY, 49 FEET SOUTHWEST OF A TELEPHONE POLE,
 NT0217'44 FEET SOUTHEAST OF THE CENTER LINE OF A DIM TRACK ROAD LEADING
 NT0217'SOUTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 NT0217'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0243 ***********************************************************************
 RA0243  DESIGNATION -  3 A
 RA0243  PID         -  RA0243
 RA0243  STATE/COUNTY-  ID/IDAHO
 RA0243  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA0243
 RA0243                         *CURRENT SURVEY CONTROL
 RA0243  ___________________________________________________________________
 RA0243* NAD 83(1986)-  45 24 01.     (N)    116 13 24.     (W)     SCALED    
 RA0243* NAVD 88     -       549.118  (meters)    1801.56   (feet)  ADJUSTED  
 RA0243  ___________________________________________________________________
 RA0243  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 RA0243  DYNAMIC HT  -         548.979 (meters)    1801.11  (feet)  COMP
 RA0243  MODELED GRAV-     980,348.2   (mgal)                       NAVD 88
 RA0243
 RA0243  VERT ORDER  -  SECOND    CLASS 0
 RA0243
 RA0243.The horizontal coordinates were scaled from a topographic map and have
 RA0243.an estimated accuracy of +/- 6 seconds.
 RA0243
 RA0243.The orthometric height was determined by differential leveling
 RA0243.and adjusted by the National Geodetic Survey in June 1991..
 RA0243
 RA0243.The geoid height was determined by GEOID03.
 RA0243
 RA0243.The dynamic height is computed by dividing the NAVD 88
 RA0243.geopotential number by the normal gravity value computed on the
 RA0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0243.degrees latitude (g = 980.6199 gals.).
 RA0243
 RA0243.The modeled gravity was interpolated from observed gravity values.
 RA0243
 RA0243;                    North         East    Units  Estimated Accuracy
 RA0243;SPC ID W     -   414,900.      762,940.      MT  (+/- 180 meters Scaled)
 RA0243
 RA0243                          SUPERSEDED SURVEY CONTROL
 RA0243
 RA0243  NGVD 29 (??/??/92)  548.044  (m)         1798.04   (f) ADJ UNCH    2 0
 RA0243
 RA0243.Superseded values are not recommended for survey control.
 RA0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0243.See file dsdata.txt to determine how the superseded data were derived.
 RA0243
 RA0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL607277(NAD 83)
 RA0243_MARKER: DD = SURVEY DISK
 RA0243_SETTING: 66 = SET IN ROCK OUTCROP
 RA0243_SP_SET: ROCK OUTCROP
 RA0243_STAMPING: 3A 1938
 RA0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0243+STABILITY: POSITION/ELEVATION WELL
 RA0243
 RA0243  HISTORY     - Date     Condition        Report By
 RA0243  HISTORY     - 1938     MONUMENTED       USGS
 RA0243  HISTORY     - 1945     GOOD             NGS
 RA0243  HISTORY     - 19950620 GOOD             USPSQD
 RA0243
 RA0243                          STATION DESCRIPTION
 RA0243
 RA0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0243'6.0 MI E FROM RIGGINS.
 RA0243'ALONG SALMON RIVER ROAD, 6.0 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0243'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), 0.35 MILE WEST OF
 RA0243'STEEL SUSPENSION BRIDGE OVER SALMON RIVER AND AT EAST END OF A SMALL
 RA0243'GROUP OF PINE TREES, ABOUT 250 FEET WEST OF SHARP CURVE IN ROAD, 40.0
 RA0243'FEET NORTH OF CENTERLINE OF ROAD MEASURED ALONG SLOPE OF BANK, SET IN
 RA0243'TOP OF A LARGE, PROMINENT AND LONE QUARTZ ROCK OUTCROP ABOUT 15 FEET
 RA0243'BELOW THE ROAD.
 RA0243
 RA0243                          STATION RECOVERY (1995)
 RA0243
 RA0243'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0452 ***********************************************************************
 OZ0452  DESIGNATION -  3 A
 OZ0452  PID         -  OZ0452
 OZ0452  STATE/COUNTY-  ID/ELMORE
 OZ0452  USGS QUAD   -  PINE (1973)
 OZ0452
 OZ0452                         *CURRENT SURVEY CONTROL
 OZ0452  ___________________________________________________________________
 OZ0452* NAD 83(1986)-  43 26 34.     (N)    115 17 16.     (W)     SCALED    
 OZ0452* NAVD 88     -      1285.187  (meters)    4216.48   (feet)  ADJUSTED  
 OZ0452  ___________________________________________________________________
 OZ0452  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 OZ0452  DYNAMIC HT  -        1284.477 (meters)    4214.15  (feet)  COMP
 OZ0452  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 OZ0452
 OZ0452  VERT ORDER  -  SECOND    CLASS 0
 OZ0452
 OZ0452.The horizontal coordinates were scaled from a topographic map and have
 OZ0452.an estimated accuracy of +/- 6 seconds.
 OZ0452
 OZ0452.The orthometric height was determined by differential leveling
 OZ0452.and adjusted by the National Geodetic Survey in June 1991..
 OZ0452
 OZ0452.The geoid height was determined by GEOID03.
 OZ0452
 OZ0452.The dynamic height is computed by dividing the NAVD 88
 OZ0452.geopotential number by the normal gravity value computed on the
 OZ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0452.degrees latitude (g = 980.6199 gals.).
 OZ0452
 OZ0452.The modeled gravity was interpolated from observed gravity values.
 OZ0452
 OZ0452;                    North         East    Units  Estimated Accuracy
 OZ0452;SPC ID W     -   197,390.      837,420.      MT  (+/- 180 meters Scaled)
 OZ0452
 OZ0452                          SUPERSEDED SURVEY CONTROL
 OZ0452
 OZ0452  NGVD 29 (??/??/92) 1284.094  (m)         4212.90   (f) ADJ UNCH    2 0
 OZ0452
 OZ0452.Superseded values are not recommended for survey control.
 OZ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0452.See file dsdata.txt to determine how the superseded data were derived.
 OZ0452
 OZ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ385114(NAD 83)
 OZ0452_MARKER: DD = SURVEY DISK
 OZ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0452+STABILITY: SURFACE MOTION
 OZ0452
 OZ0452  HISTORY     - Date     Condition        Report By
 OZ0452  HISTORY     - UNK      MONUMENTED       BOR
 OZ0452  HISTORY     - 1950     GOOD             NGS
 OZ0452
 OZ0452                          STATION DESCRIPTION
 OZ0452
 OZ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0452'3.8 MI SE FROM PINE.
 OZ0452'3.8 MILES SOUTHEAST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0452'PINE, 0.15 MILE SOUTHEAST OF THE JUNCTION OF A PRIVATE DRIVEWAY
 OZ0452'LEADING NORTHEAST TO A RANCH HOUSE, 0.1 MILE NORTHWEST OF THE JUNCTION
 OZ0452'OF A TRACK ROAD LEADING SOUTHWEST TO THE RIVER, 95.8 FEET WEST OF AND
 OZ0452'ACROSS THE ROAD FROM 3 (U.S.B.R.), 69.5 FEET SOUTH OF AND ACROSS THE
 OZ0452'ROAD FROM THE WEST END OF A JOG IN THE FENCE, 32 FEET SOUTHWEST OF THE
 OZ0452'CENTER LINE OF THE ROAD, 2.8 FEET WEST OF A RED AND WHITE PAINTED
 OZ0452'STEEL ROD, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 OZ0452'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0585 ***********************************************************************
 PY0585  DESIGNATION -  3 EAM
 PY0585  PID         -  PY0585
 PY0585  STATE/COUNTY-  ID/FREMONT
 PY0585  USGS QUAD   -  ICEHOUSE CREEK (1965)
 PY0585
 PY0585                         *CURRENT SURVEY CONTROL
 PY0585  ___________________________________________________________________
 PY0585* NAD 83(1986)-  44 28 37.     (N)    111 32 03.     (W)     SCALED    
 PY0585* NAVD 88     -      2024.467  (meters)    6641.94   (feet)  POSTED    
 PY0585  ___________________________________________________________________
 PY0585  GEOID HEIGHT-          -9.26  (meters)                     GEOID03
 PY0585  DYNAMIC HT  -        2023.340 (meters)    6638.24  (feet)  COMP
 PY0585  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 PY0585
 PY0585  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0585
 PY0585.The horizontal coordinates were scaled from a topographic map and have
 PY0585.an estimated accuracy of +/- 6 seconds.
 PY0585
 PY0585.The orthometric height was determined by differential leveling
 PY0585.and adjusted by the National Geodetic Survey in 1992..
 PY0585.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0585.rate of 0.0 thru 1.0 mm/km.
 PY0585
 PY0585.The geoid height was determined by GEOID03.
 PY0585
 PY0585.The dynamic height is computed by dividing the NAVD 88
 PY0585.geopotential number by the normal gravity value computed on the
 PY0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0585.degrees latitude (g = 980.6199 gals.).
 PY0585
 PY0585.The modeled gravity was interpolated from observed gravity values.
 PY0585
 PY0585;                    North         East    Units  Estimated Accuracy
 PY0585;SPC ID E     -   312,380.      250,320.      MT  (+/- 180 meters Scaled)
 PY0585
 PY0585                          SUPERSEDED SURVEY CONTROL
 PY0585
 PY0585  NGVD 29 (??/??/92) 2023.181  (m)         6637.72   (f) ADJ UNCH    1 2
 PY0585
 PY0585.Superseded values are not recommended for survey control.
 PY0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0585.See file dsdata.txt to determine how the superseded data were derived.
 PY0585
 PY0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ575249(NAD 83)
 PY0585_MARKER: DD = SURVEY DISK
 PY0585_SETTING: 80 = SET IN A BOULDER
 PY0585_STAMPING: 3 EAM 6638 1964
 PY0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0585+STABILITY: SURFACE MOTION
 PY0585
 PY0585  HISTORY     - Date     Condition        Report By
 PY0585  HISTORY     - 1964     MONUMENTED       USGS
 PY0585  HISTORY     - 1967     GOOD             NGS
 PY0585
 PY0585                          STATION DESCRIPTION
 PY0585
 PY0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0585'12.5 MI SW FROM MACKS INN.
 PY0585'3.45 MILES SOUTH ALONG U.S. HIGHWAY 20 AND 191 FROM THE POST OFFICE AT
 PY0585'MACKS INN, THENCE 3.8 MILES WEST ALONG A ROAD, THENCE 5.25 MILES WEST
 PY0585'ALONG KILGORE-YALE ROAD, AT THE JUNCTION OF A BLADED ROAD SOUTHWEST,
 PY0585'IN THE TOP OF A 2- BY 2-FOOT BOULDER PROJECTING 0.7 FOOT ABOVE THE
 PY0585'GROUND, 96 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 121 1/2 FEET
 PY0585'NORTHWEST OF THE CENTER LINE OF THE ROAD SOUTHWEST, 4.1 FEET SOUTHEAST
 PY0585'OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0472 ***********************************************************************
 NW0472  DESIGNATION -  3 EMH
 NW0472  PID         -  NW0472
 NW0472  STATE/COUNTY-  ID/OWYHEE
 NW0472  USGS QUAD   -  TRIANGLE RESERVOIR (1990)
 NW0472
 NW0472                         *CURRENT SURVEY CONTROL
 NW0472  ___________________________________________________________________
 NW0472* NAD 83(1986)-  42 47 34.     (N)    116 36 06.     (W)     SCALED    
 NW0472* NAVD 88     -      1638.633  (meters)    5376.08   (feet)  POSTED    
 NW0472  ___________________________________________________________________
 NW0472  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0472  DYNAMIC HT  -        1637.600 (meters)    5372.69  (feet)  COMP
 NW0472  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 NW0472
 NW0472  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0472
 NW0472.The horizontal coordinates were scaled from a topographic map and have
 NW0472.an estimated accuracy of +/- 6 seconds.
 NW0472
 NW0472.The orthometric height was determined by differential leveling
 NW0472.and adjusted by the National Geodetic Survey in 1992..
 NW0472.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0472.rate of 0.0 thru 1.0 mm/km.
 NW0472
 NW0472.The geoid height was determined by GEOID03.
 NW0472
 NW0472.The dynamic height is computed by dividing the NAVD 88
 NW0472.geopotential number by the normal gravity value computed on the
 NW0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0472.degrees latitude (g = 980.6199 gals.).
 NW0472
 NW0472.The modeled gravity was interpolated from observed gravity values.
 NW0472
 NW0472;                    North         East    Units  Estimated Accuracy
 NW0472;SPC ID W     -   125,430.      730,330.      MT  (+/- 180 meters Scaled)
 NW0472
 NW0472                          SUPERSEDED SURVEY CONTROL
 NW0472
 NW0472.No superseded survey control is available for this station.
 NW0472
 NW0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH325378(NAD 83)
 NW0472_MARKER: DD = SURVEY DISK
 NW0472_SETTING: 66 = SET IN ROCK OUTCROP
 NW0472_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0472_STAMPING: 3 EMH 1972 5372
 NW0472_MARK LOGO: USGS  
 NW0472_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0472+STABILITY: POSITION/ELEVATION WELL
 NW0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0472+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0472
 NW0472  HISTORY     - Date     Condition        Report By
 NW0472  HISTORY     - 1972     MONUMENTED       USGS
 NW0472
 NW0472                          STATION DESCRIPTION
 NW0472
 NW0472'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0472'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0472'ROAD, THENCE 2.1 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, ABOUT 0.25
 NW0472'MILES SOUTHEAST OF A FENCE CROSSING, 25 FEET EAST OF A JUNIPER TREE,
 NW0472'24 FEET NORTH AND ABOUT 1.0 FOOT HIGHER THAN THE CENTERLINE OF THE
 NW0472'ROAD, IN A ROCK OUTCROP PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0429 ***********************************************************************
 NW0429  DESIGNATION -  3 FMK
 NW0429  PID         -  NW0429
 NW0429  STATE/COUNTY-  ID/OWYHEE
 NW0429  USGS QUAD   -  STONEHOUSE CREEK (1990)
 NW0429
 NW0429                         *CURRENT SURVEY CONTROL
 NW0429  ___________________________________________________________________
 NW0429* NAD 83(1986)-  42 55 30.     (N)    116 57 51.     (W)     SCALED    
 NW0429* NAVD 88     -      1578.537  (meters)    5178.92   (feet)  POSTED    
 NW0429  ___________________________________________________________________
 NW0429  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 NW0429  DYNAMIC HT  -        1577.660 (meters)    5176.04  (feet)  COMP
 NW0429  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 NW0429
 NW0429  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0429
 NW0429.The horizontal coordinates were scaled from a topographic map and have
 NW0429.an estimated accuracy of +/- 6 seconds.
 NW0429
 NW0429.The orthometric height was determined by differential leveling
 NW0429.and adjusted by the National Geodetic Survey in 1992..
 NW0429.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0429.rate of 1.1 thru 2.0 mm/km.
 NW0429
 NW0429.The geoid height was determined by GEOID03.
 NW0429
 NW0429.The dynamic height is computed by dividing the NAVD 88
 NW0429.geopotential number by the normal gravity value computed on the
 NW0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0429.degrees latitude (g = 980.6199 gals.).
 NW0429
 NW0429.The modeled gravity was interpolated from observed gravity values.
 NW0429
 NW0429;                    North         East    Units  Estimated Accuracy
 NW0429;SPC ID W     -   140,480.      700,880.      MT  (+/- 180 meters Scaled)
 NW0429
 NW0429                          SUPERSEDED SURVEY CONTROL
 NW0429
 NW0429  NGVD 29 (??/??/92) 1577.45   (m)         5175.4    (f) COMPUTED    2 0
 NW0429
 NW0429.Superseded values are not recommended for survey control.
 NW0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0429.See file dsdata.txt to determine how the superseded data were derived.
 NW0429
 NW0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH029524(NAD 83)
 NW0429_MARKER: DD = SURVEY DISK
 NW0429_SETTING: 66 = SET IN ROCK OUTCROP
 NW0429_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0429_STAMPING: 3 FMK 1964
 NW0429_MARK LOGO: USGS  
 NW0429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0429+STABILITY: POSITION/ELEVATION WELL
 NW0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0429+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0429
 NW0429  HISTORY     - Date     Condition        Report By
 NW0429  HISTORY     - 1964     MONUMENTED       USGS
 NW0429
 NW0429                          STATION DESCRIPTION
 NW0429
 NW0429'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0429'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0429'SOUTHEAST ALONG COUNTY ROAD, THENCE 2.9 MILES SOUTHEAST ALONG FLINT
 NW0429'CREEK ROAD, AT TOP OF A STEEP GRADE AND A POINT OF A RIDGE, 50 FEET
 NW0429'SOUTH OF THE ROAD, 5.7 FEET WEST OF A WITNESS POST, IN THE TOP OF A
 NW0429'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0057 ***********************************************************************
 TO0057  DESIGNATION -  3 M
 TO0057  PID         -  TO0057
 TO0057  STATE/COUNTY-  ID/BOUNDARY
 TO0057  USGS QUAD   -  MOYIE SPRINGS (1996)
 TO0057
 TO0057                         *CURRENT SURVEY CONTROL
 TO0057  ___________________________________________________________________
 TO0057* NAD 83(1986)-  48 42 05.     (N)    116 14 33.     (W)     SCALED    
 TO0057* NAVD 88     -       542.634  (meters)    1780.29   (feet)  ADJUSTED  
 TO0057  ___________________________________________________________________
 TO0057  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 TO0057  DYNAMIC HT  -         542.674 (meters)    1780.42  (feet)  COMP
 TO0057  MODELED GRAV-     980,670.6   (mgal)                       NAVD 88
 TO0057
 TO0057  VERT ORDER  -  FIRST     CLASS II
 TO0057
 TO0057.The horizontal coordinates were scaled from a topographic map and have
 TO0057.an estimated accuracy of +/- 6 seconds.
 TO0057
 TO0057.The orthometric height was determined by differential leveling
 TO0057.and adjusted by the National Geodetic Survey in June 1991..
 TO0057
 TO0057.The geoid height was determined by GEOID03.
 TO0057
 TO0057.The dynamic height is computed by dividing the NAVD 88
 TO0057.geopotential number by the normal gravity value computed on the
 TO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0057.degrees latitude (g = 980.6199 gals.).
 TO0057
 TO0057.The modeled gravity was interpolated from observed gravity values.
 TO0057
 TO0057;                    North         East    Units  Estimated Accuracy
 TO0057;SPC ID W     -   781,870.      763,750.      MT  (+/- 180 meters Scaled)
 TO0057
 TO0057                          SUPERSEDED SURVEY CONTROL
 TO0057
 TO0057  NGVD 29 (??/??/92)  541.440  (m)         1776.37   (f) ADJ UNCH    1 2
 TO0057
 TO0057.Superseded values are not recommended for survey control.
 TO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0057.See file dsdata.txt to determine how the superseded data were derived.
 TO0057
 TO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP557945(NAD 83)
 TO0057_MARKER: DD = SURVEY DISK
 TO0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0057_STAMPING: 3 M
 TO0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0057+STABILITY: SURFACE MOTION
 TO0057
 TO0057  HISTORY     - Date     Condition        Report By
 TO0057  HISTORY     - UNK      MONUMENTED       USGS
 TO0057  HISTORY     - 1934     GOOD             IDDT
 TO0057
 TO0057                          STATION DESCRIPTION
 TO0057
 TO0057'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0057'3.4 MI E FROM BONNERS FERRY.
 TO0057'ABOUT 3.4 MILES EAST OF BONNERS FERRY, BOUNDARY COUNTY, IDAHO, ON THE
 TO0057'GREAT NORTHERN RAILWAY, ABOUT 200 FEET SOUTHWEST OF MILE POLE 1365,
 TO0057'ABOUT 100 FEET NORTHWEST OF THE TRACK, 30 FEET NORTHEAST OF A RIVER
 TO0057'GAUGE, AND 20 FEET SOUTHEAST OF THE BANK OF THE KOOTENAI RIVER.  A
 TO0057'STANDARD USGS DISK, STAMPED 3 M, SET IN THE TOP OF A CONCRETE POST 6
 TO0057'INCHES SQUARE, AND 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0527 ***********************************************************************
 NW0527  DESIGNATION -  3 MDC
 NW0527  PID         -  NW0527
 NW0527  STATE/COUNTY-  ID/OWYHEE
 NW0527  USGS QUAD   -  JUNIPER POINT (1980)
 NW0527
 NW0527                         *CURRENT SURVEY CONTROL
 NW0527  ___________________________________________________________________
 NW0527* NAD 83(1986)-  42 40 11.     (N)    117 00 46.     (W)     SCALED    
 NW0527* NAVD 88     -      1555.226  (meters)    5102.44   (feet)  POSTED    
 NW0527  ___________________________________________________________________
 NW0527  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 NW0527  DYNAMIC HT  -        1554.300 (meters)    5099.40  (feet)  COMP
 NW0527  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 NW0527
 NW0527  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0527
 NW0527.The horizontal coordinates were scaled from a topographic map and have
 NW0527.an estimated accuracy of +/- 6 seconds.
 NW0527
 NW0527.The orthometric height was determined by differential leveling
 NW0527.and adjusted by the National Geodetic Survey in 1992..
 NW0527.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0527.rate of 0.0 thru 1.0 mm/km.
 NW0527
 NW0527.The geoid height was determined by GEOID03.
 NW0527
 NW0527.The dynamic height is computed by dividing the NAVD 88
 NW0527.geopotential number by the normal gravity value computed on the
 NW0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0527.degrees latitude (g = 980.6199 gals.).
 NW0527
 NW0527.The modeled gravity was interpolated from observed gravity values.
 NW0527
 NW0527;                    North         East    Units  Estimated Accuracy
 NW0527;SPC ID W     -   112,180.      696,490.      MT  (+/- 180 meters Scaled)
 NW0527
 NW0527                          SUPERSEDED SURVEY CONTROL
 NW0527
 NW0527  NGVD 29 (??/??/92) 1554.11   (m)         5098.8    (f) COMPUTED    2 0
 NW0527
 NW0527.Superseded values are not recommended for survey control.
 NW0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0527.See file dsdata.txt to determine how the superseded data were derived.
 NW0527
 NW0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH989241(NAD 83)
 NW0527_MARKER: DD = SURVEY DISK
 NW0527_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0527_SP_SET: COPPER-CLAD STEEL ROD
 NW0527_STAMPING: 3 MDC 1973 5099
 NW0527_MARK LOGO: USGS  
 NW0527_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0527+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0527
 NW0527  HISTORY     - Date     Condition        Report By
 NW0527  HISTORY     - 1973     MONUMENTED       USGS
 NW0527
 NW0527                          STATION DESCRIPTION
 NW0527
 NW0527'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0527'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0527'SOUTH ALONG A GRAVELED ROAD, THENCE 2.5 MILES SOUTH ALONG A DIRT ROAD
 NW0527'TOWARD GRANDVIEW, IDAHO, AT THE TOP OF A HILL, 33 FEET WEST OF A COW
 NW0527'TRAIL SOUTH, 29 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST
 NW0527'OF POLE NUMBER 4-419, 1 FOOT HIGHER THAN THE ROAD BED, SET ON A
 NW0527'5/8-INCH COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE
 NW0527'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1144 ***********************************************************************
 OH1144  DESIGNATION -  3 WF
 OH1144  PID         -  OH1144
 OH1144  STATE/COUNTY-  ID/ADA
 OH1144  USGS QUAD   -  CHRISTMAS MOUNTAIN (1992)
 OH1144
 OH1144                         *CURRENT SURVEY CONTROL
 OH1144  ___________________________________________________________________
 OH1144* NAD 83(1992)-  43 16 31.48091(N)    116 08 59.41081(W)     ADJUSTED  
 OH1144* NAVD 88     -      1021.61   (+/-2cm)    3351.7    (feet)  VERTCON   
 OH1144  ___________________________________________________________________
 OH1144  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 OH1144  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 OH1144
 OH1144  HORZ ORDER  -  THIRD
 OH1144  VERT ORDER  -  THIRD ? (See Below)
 OH1144
 OH1144.The horizontal coordinates were established by classical geodetic methods
 OH1144.and adjusted by the National Geodetic Survey in July 1992..
 OH1144
 OH1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1144.The vertical order pertains to the NGVD 29 superseded value.
 OH1144
 OH1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1144
 OH1144.The geoid height was determined by GEOID03.
 OH1144
 OH1144;                    North         East     Units Scale Factor Converg.
 OH1144;SPC ID W     -   178,769.011   767,545.100   MT  0.99994629   -0 16 26.7
 OH1144;UTM  11      - 4,791,750.359   568,985.294   MT  0.99965854   +0 34 58.1
 OH1144
 OH1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1144!SPC ID W     -   0.99984240  x   0.99994629  =   0.99978870
 OH1144!UTM  11      -   0.99984240  x   0.99965854  =   0.99950100
 OH1144
 OH1144:                Primary Azimuth Mark                     Grid Az
 OH1144:SPC ID W     -  RANGE                                    156 02 31.9
 OH1144:UTM  11      -  RANGE                                    155 11 07.1
 OH1144
 OH1144|---------------------------------------------------------------------|
 OH1144| PID    Reference Object                     Distance      Geod. Az  |
 OH1144|                                                           dddmmss.s |
 OH1144| OH1148 RANGE                               APPROX. 2.8 KM 1554605.2 |
 OH1144|---------------------------------------------------------------------|
 OH1144
 OH1144                          SUPERSEDED SURVEY CONTROL
 OH1144
 OH1144  NAD 83(1986)-  43 16 31.48236(N)    116 08 59.40694(W) AD(       ) 3
 OH1144  NGVD 29 (01/23/89) 1020.64   (m)         3348.5    (f) LEVELING    3  
 OH1144
 OH1144.Superseded values are not recommended for survey control.
 OH1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1144.See file dsdata.txt to determine how the superseded data were derived.
 OH1144
 OH1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH6898591750(NAD 83)
 OH1144_MARKER: DD = SURVEY DISK
 OH1144_SETTING: 0 = UNSPECIFIED SETTING
 OH1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1144
 OH1144  HISTORY     - Date     Condition        Report By
 OH1144  HISTORY     - 1955     MONUMENTED       USGS
 OH1144
 OH1144                          STATION DESCRIPTION
 OH1144
 OH1144'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OH1144'ORCHARD, 7 MI. W. OF, 0.5 MI. W. OF ROCKY HILL AT
 OH1144'--TOWER-- TRIANGULATION STATION, Y-RD. INTERSECTION, 15 FT. S. OF
 OH1144'INTERSECTION, IN NE. CONCRETE PIER OF RAZED TOWER, STANDARD TABLET
 OH1144'STAMPED---3 WF 1955 3349---.
 OH1144'
 OH1144'LOCATED ABOUT 10 MI. SE. OF OWYHEE, 6.6 MI. WSW. OF ORCHARD AND 0.5
 OH1144'MI. W. OF FLAGSTAFF BUTTE.
 OH1144'
 OH1144'TO REACH FROM RAILROAD CROSSING AT ORCHARD, DRIVE WSW. 6.3 MI. TO
 OH1144'SMALL, ROCKY HILL KNOWN LOCALLY AS FLAGSTAFF BUTTE, CONTINUE WSW. 0.5
 OH1144'MI. TO Y-RD. JUNCTION.  STATION IS 20 FT. SE. IN TOP OF NE. CONCRETE
 OH1144'PIER OF DISMANTLED TOWER.
 OH1144'
 OH1144'STATION MARK--STANDARD TABLET STAMPED---3 WF 1955 3349---, IN NE.
 OH1144'CONCRETE PIER OF RAZED TOWER.
 OH1144'
 OH1144'REFERENCE MARK NO. 1--CROSS IN TOP OF 1 IN. BOLT, 1/2 IN. ABOVE SE.
 OH1144'CONCRETE PIER OF DISMANTLED TOWER, 22.50 FT. FROM STATION MARK,
 OH1144'S 28 DEG 35 MIN E.
 OH1144'
 OH1144'REFERENCE MARK NO. 2--CROSS IN TOP OF 1 IN. BOLT, 1/2 IN. ABOVE SW.
 OH1144'CONCRETE PIER OF DISMANTLED TOWER, 31.55 FT. FROM STATION MARK,
 OH1144'S 15 DEG 33 MIN W.
 OH1144'
 OH1144'REFERENCE MARK NO. 3--CROSS IN TOP OF 1 IN. BOLT, 1/2 IN. ABOVE NW.
 OH1144'CONCRETE PIER OF DISMANTLED TOWER, 22.17 FT. FROM STATION MARK,
 OH1144'S 61 DEG 33 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0040 ***********************************************************************
 OZ0040  DESIGNATION -  3 Y
 OZ0040  PID         -  OZ0040
 OZ0040  STATE/COUNTY-  ID/CUSTER
 OZ0040  USGS QUAD   -  PHI KAPPA MTN (1967)
 OZ0040
 OZ0040                         *CURRENT SURVEY CONTROL
 OZ0040  ___________________________________________________________________
 OZ0040* NAD 83(1986)-  43 51 38.     (N)    114 12 55.     (W)     SCALED    
 OZ0040* NAVD 88     -      2272.484  (meters)    7455.64   (feet)  ADJUSTED  
 OZ0040  ___________________________________________________________________
 OZ0040  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 OZ0040  DYNAMIC HT  -        2270.917 (meters)    7450.50  (feet)  COMP
 OZ0040  MODELED GRAV-     979,847.6   (mgal)                       NAVD 88
 OZ0040
 OZ0040  VERT ORDER  -  FIRST     CLASS II
 OZ0040
 OZ0040.The horizontal coordinates were scaled from a topographic map and have
 OZ0040.an estimated accuracy of +/- 6 seconds.
 OZ0040
 OZ0040.The orthometric height was determined by differential leveling
 OZ0040.and adjusted by the National Geodetic Survey in June 1991..
 OZ0040
 OZ0040.The geoid height was determined by GEOID03.
 OZ0040
 OZ0040.The dynamic height is computed by dividing the NAVD 88
 OZ0040.geopotential number by the normal gravity value computed on the
 OZ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0040.degrees latitude (g = 980.6199 gals.).
 OZ0040
 OZ0040.The modeled gravity was interpolated from observed gravity values.
 OZ0040
 OZ0040;                    North         East    Units  Estimated Accuracy
 OZ0040;SPC ID C     -   243,730.      482,690.      MT  (+/- 180 meters Scaled)
 OZ0040
 OZ0040                          SUPERSEDED SURVEY CONTROL
 OZ0040
 OZ0040  NGVD 29 (??/??/92) 2271.101  (m)         7451.10   (f) ADJ UNCH    1 2
 OZ0040
 OZ0040.Superseded values are not recommended for survey control.
 OZ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0040.See file dsdata.txt to determine how the superseded data were derived.
 OZ0040
 OZ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ237601(NAD 83)
 OZ0040_MARKER: DD = SURVEY DISK
 OZ0040_SETTING: 80 = SET IN A BOULDER
 OZ0040_SP_SET: BOULDER
 OZ0040_STAMPING: 3 Y 1931
 OZ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0040+STABILITY: SURFACE MOTION
 OZ0040
 OZ0040  HISTORY     - Date     Condition        Report By
 OZ0040  HISTORY     - 1931     MONUMENTED       USGS
 OZ0040  HISTORY     - 1955     GOOD             NGS
 OZ0040
 OZ0040                          STATION DESCRIPTION
 OZ0040
 OZ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0040'16.1 MI NE FROM KETCHUM.
 OZ0040'ABOUT 16.1 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 OZ0040'POST OFFICE AT KETCHUM, ABOUT 3.5 MILES NORTHEAST OF THE TRAIL CREEK
 OZ0040'SUMMIT, 2.7 MILES NORTHEAST OF THE PARK CREEK FOREST CAMP AND 1/4 MILE
 OZ0040'WEST OF THE RUIN OF A GULCH NORTHEAST OF THE NORTHWEST END OF A POND
 OZ0040'FORMED IN THE CREEK BOTTOM BELOW.  IT IS 115 FEET SOUTH OF THE CENTER
 OZ0040'LINE OF THE ROAD AND ABOUT 5 FEET HIGHER THAN THE ROAD.  IT IS SET IN
 OZ0040'A DRILL HOLE IN THE TOP OF A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0218 ***********************************************************************
 NT0218  DESIGNATION -  30
 NT0218  PID         -  NT0218
 NT0218  STATE/COUNTY-  ID/BEAR LAKE
 NT0218  USGS QUAD   -  OVID (1967)
 NT0218
 NT0218                         *CURRENT SURVEY CONTROL
 NT0218  ___________________________________________________________________
 NT0218* NAD 83(1986)-  42 17 36.     (N)    111 22 44.     (W)     SCALED    
 NT0218* NAVD 88     -      1806.700  (meters)    5927.48   (feet)  ADJUSTED  
 NT0218  ___________________________________________________________________
 NT0218  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 NT0218  DYNAMIC HT  -        1805.327 (meters)    5922.98  (feet)  COMP
 NT0218  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 NT0218
 NT0218  VERT ORDER  -  SECOND    CLASS 0
 NT0218
 NT0218.The horizontal coordinates were scaled from a topographic map and have
 NT0218.an estimated accuracy of +/- 6 seconds.
 NT0218
 NT0218.The orthometric height was determined by differential leveling
 NT0218.and adjusted by the National Geodetic Survey in June 1991..
 NT0218
 NT0218.The geoid height was determined by GEOID03.
 NT0218
 NT0218.The dynamic height is computed by dividing the NAVD 88
 NT0218.geopotential number by the normal gravity value computed on the
 NT0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0218.degrees latitude (g = 980.6199 gals.).
 NT0218
 NT0218.The modeled gravity was interpolated from observed gravity values.
 NT0218
 NT0218;                    North         East    Units  Estimated Accuracy
 NT0218;SPC ID E     -    69,900.      264,960.      MT  (+/- 180 meters Scaled)
 NT0218
 NT0218                          SUPERSEDED SURVEY CONTROL
 NT0218
 NT0218  NGVD 29 (??/??/92) 1805.478  (m)         5923.47   (f) ADJ UNCH    2 0
 NT0218
 NT0218.Superseded values are not recommended for survey control.
 NT0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0218.See file dsdata.txt to determine how the superseded data were derived.
 NT0218
 NT0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM687824(NAD 83)
 NT0218_MARKER: DD = SURVEY DISK
 NT0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0218_STAMPING: 30
 NT0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0218+STABILITY: SURFACE MOTION
 NT0218
 NT0218  HISTORY     - Date     Condition        Report By
 NT0218  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0218  HISTORY     - 1951     GOOD             NGS
 NT0218
 NT0218                          STATION DESCRIPTION
 NT0218
 NT0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0218'1.1 MI NE FROM OVID.
 NT0218'1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE OVID SCHOOL, 48
 NT0218'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND AT A FENCE LINE,
 NT0218'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NT0218'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1334 ***********************************************************************
 OY1334  DESIGNATION -  30 A RESET
 OY1334  PID         -  OY1334
 OY1334  STATE/COUNTY-  ID/BLAINE
 OY1334  USGS QUAD   -  PADDELFORD FLAT (1979)
 OY1334
 OY1334                         *CURRENT SURVEY CONTROL
 OY1334  ___________________________________________________________________
 OY1334* NAD 83(1986)-  43 21 50.     (N)    113 49 13.     (W)     SCALED    
 OY1334* NAVD 88     -      1496.49   (meters)    4909.7    (feet)  RESET     
 OY1334  ___________________________________________________________________
 OY1334  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 OY1334
 OY1334  VERT ORDER  -  THIRD
 OY1334
 OY1334.The horizontal coordinates were scaled from a topographic map and have
 OY1334.an estimated accuracy of +/- 6 seconds.
 OY1334
 OY1334.The orthometric height was computed from unverified reset data.
 OY1334.No vertical observational check was made to the station.
 OY1334
 OY1334.The geoid height was determined by GEOID03.
 OY1334
 OY1334;                    North         East    Units  Estimated Accuracy
 OY1334;SPC ID C     -   188,540.      514,570.      MT  (+/- 180 meters Scaled)
 OY1334
 OY1334                          SUPERSEDED SURVEY CONTROL
 OY1334
 OY1334  NGVD 29 (03/27/06) 1495.43   (m)         4906.3    (f) RESET       3  
 OY1334
 OY1334.Superseded values are not recommended for survey control.
 OY1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1334.See file dsdata.txt to determine how the superseded data were derived.
 OY1334
 OY1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP714050(NAD 83)
 OY1334_MARKER: DV = VERTICAL CONTROL DISK
 OY1334_SETTING: 66 = SET IN ROCK OUTCROP
 OY1334_SP_SET: ROCK OUTCROP
 OY1334_STAMPING: 30 A USGS RESET 1978
 OY1334_MARK LOGO: NGS   
 OY1334_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1334+STABILITY: POSITION/ELEVATION WELL
 OY1334
 OY1334  HISTORY     - Date     Condition        Report By
 OY1334  HISTORY     - 1978     MONUMENTED       NGS
 OY1334
 OY1334                          STATION DESCRIPTION
 OY1334
 OY1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 OY1334'FROM THE CAREY POST OFFICE BY GOING NORTHEAST ON US HIGHWAYS 20, 26,
 OY1334'AND 93 FOR 7.9 MILES (12.7 KM) TO THE BENCH MARK ON THE RIGHT, 0.2
 OY1334'MILE (0.3 KM) WEST OF MILEPOST 213, 0.1 MILE (0.2 KM) WEST OF A
 OY1334'DRIVEWAY SOUTH TO A SET OF RANCH BUILDINGS, 200 FEET (61.0 M) WEST OF
 OY1334'A FENCE CORNER, 50 FEET (15.2 M) SOUTH OF THE CENTER OF THE HIGHWAY,
 OY1334'1-FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE, AND MARK PROJECTS
 OY1334'1-FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0499 ***********************************************************************
 NW0499  DESIGNATION -  30 EMH
 NW0499  PID         -  NW0499
 NW0499  STATE/COUNTY-  ID/OWYHEE
 NW0499  USGS QUAD   -  CRAB SPRING BUTTE (1972)
 NW0499
 NW0499                         *CURRENT SURVEY CONTROL
 NW0499  ___________________________________________________________________
 NW0499* NAD 83(1986)-  42 32 55.     (N)    116 21 44.     (W)     SCALED    
 NW0499* NAVD 88     -      1765.122  (meters)    5791.07   (feet)  POSTED    
 NW0499  ___________________________________________________________________
 NW0499  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 NW0499  DYNAMIC HT  -        1763.920 (meters)    5787.13  (feet)  COMP
 NW0499  MODELED GRAV-     979,876.6   (mgal)                       NAVD 88
 NW0499
 NW0499  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0499
 NW0499.The horizontal coordinates were scaled from a topographic map and have
 NW0499.an estimated accuracy of +/- 6 seconds.
 NW0499
 NW0499.The orthometric height was determined by differential leveling
 NW0499.and adjusted by the National Geodetic Survey in 1992..
 NW0499.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0499.rate of 0.0 thru 1.0 mm/km.
 NW0499
 NW0499.The geoid height was determined by GEOID03.
 NW0499
 NW0499.The dynamic height is computed by dividing the NAVD 88
 NW0499.geopotential number by the normal gravity value computed on the
 NW0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0499.degrees latitude (g = 980.6199 gals.).
 NW0499
 NW0499.The modeled gravity was interpolated from observed gravity values.
 NW0499
 NW0499;                    North         East    Units  Estimated Accuracy
 NW0499;SPC ID W     -    98,140.      749,720.      MT  (+/- 180 meters Scaled)
 NW0499
 NW0499                          SUPERSEDED SURVEY CONTROL
 NW0499
 NW0499.No superseded survey control is available for this station.
 NW0499
 NW0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH523108(NAD 83)
 NW0499_MARKER: DD = SURVEY DISK
 NW0499_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0499_SP_SET: COPPER-CLAD STEEL ROD
 NW0499_STAMPING: 30 EMH 1972 5787
 NW0499_MARK LOGO: USGS  
 NW0499_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0499+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0499
 NW0499  HISTORY     - Date     Condition        Report By
 NW0499  HISTORY     - 1972     MONUMENTED       USGS
 NW0499
 NW0499                          STATION DESCRIPTION
 NW0499
 NW0499'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0499'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0499'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0499'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0499'TRACK ROAD, THENCE 7.0 MILES SOUTHEAST ALONG TRACK ROAD, 6.1 MILES
 NW0499'NORTHWEST OF UPPER BATTLE CREEK CROSSING, 0.25 MILES EAST OF A
 NW0499'CATTLEGUARD, AT THE OUTSIDE OF A CURVE LEFT, 26 FEET SOUTH OF THE
 NW0499'CENTERLINE OF THE ROAD, A 5/8 COPPER-COATED ROD ENCASED IN A 6-INCH
 NW0499'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0456 ***********************************************************************
 NW0456  DESIGNATION -  30 FMK
 NW0456  PID         -  NW0456
 NW0456  STATE/COUNTY-  ID/OWYHEE
 NW0456  USGS QUAD   -  TRIANGLE RESERVOIR (1990)
 NW0456
 NW0456                         *CURRENT SURVEY CONTROL
 NW0456  ___________________________________________________________________
 NW0456* NAD 83(1986)-  42 52 09.     (N)    116 35 09.     (W)     SCALED    
 NW0456* NAVD 88     -      1639.278  (meters)    5378.20   (feet)  POSTED    
 NW0456  ___________________________________________________________________
 NW0456  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0456  DYNAMIC HT  -        1638.250 (meters)    5374.83  (feet)  COMP
 NW0456  MODELED GRAV-     979,935.8   (mgal)                       NAVD 88
 NW0456
 NW0456  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0456
 NW0456.The horizontal coordinates were scaled from a topographic map and have
 NW0456.an estimated accuracy of +/- 6 seconds.
 NW0456
 NW0456.The orthometric height was determined by differential leveling
 NW0456.and adjusted by the National Geodetic Survey in 1992..
 NW0456.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0456.rate of 1.1 thru 2.0 mm/km.
 NW0456
 NW0456.The geoid height was determined by GEOID03.
 NW0456
 NW0456.The dynamic height is computed by dividing the NAVD 88
 NW0456.geopotential number by the normal gravity value computed on the
 NW0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0456.degrees latitude (g = 980.6199 gals.).
 NW0456
 NW0456.The modeled gravity was interpolated from observed gravity values.
 NW0456
 NW0456;                    North         East    Units  Estimated Accuracy
 NW0456;SPC ID W     -   133,900.      731,710.      MT  (+/- 180 meters Scaled)
 NW0456
 NW0456                          SUPERSEDED SURVEY CONTROL
 NW0456
 NW0456.No superseded survey control is available for this station.
 NW0456
 NW0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH338463(NAD 83)
 NW0456_MARKER: DD = SURVEY DISK
 NW0456_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0456_SP_SET: PREFAB CONC. POST IN EARTH
 NW0456_STAMPING: 30 FMK 1964
 NW0456_MARK LOGO: USGS  
 NW0456_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0456+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0456
 NW0456  HISTORY     - Date     Condition        Report By
 NW0456  HISTORY     - 1964     MONUMENTED       USGS
 NW0456
 NW0456                          STATION DESCRIPTION
 NW0456
 NW0456'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0456'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0456'COUNTY ROAD, THENCE 18.2 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0456'ROAD, 90 FEET SOUTHEAST OF THE EAST END OF A STEEL CULVERT, 27 FEET
 NW0456'EAST OF THE CENTERLINE OF THE ROAD, 11 FEET EAST OF A FENCE CORNER AND
 NW0456'1.5 FEET NORTH OF THE FENCE, 4.6 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1212 ***********************************************************************
 OY1212  DESIGNATION -  30 FMK
 OY1212  PID         -  OY1212
 OY1212  STATE/COUNTY-  ID/BUTTE
 OY1212  USGS QUAD   -  RYEGRASS FLAT (1973)
 OY1212
 OY1212                         *CURRENT SURVEY CONTROL
 OY1212  ___________________________________________________________________
 OY1212* NAD 83(1986)-  43 30 43.     (N)    112 46 28.     (W)     SCALED    
 OY1212* NAVD 88     -      1579.080  (meters)    5180.70   (feet)  ADJUSTED  
 OY1212  ___________________________________________________________________
 OY1212  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 OY1212  DYNAMIC HT  -        1578.224 (meters)    5177.89  (feet)  COMP
 OY1212  MODELED GRAV-     980,021.1   (mgal)                       NAVD 88
 OY1212
 OY1212  VERT ORDER  -  FIRST     CLASS II
 OY1212
 OY1212.The horizontal coordinates were scaled from a topographic map and have
 OY1212.an estimated accuracy of +/- 6 seconds.
 OY1212
 OY1212.The orthometric height was determined by differential leveling
 OY1212.and adjusted by the National Geodetic Survey in December 1992..
 OY1212
 OY1212.The geoid height was determined by GEOID03.
 OY1212
 OY1212.The dynamic height is computed by dividing the NAVD 88
 OY1212.geopotential number by the normal gravity value computed on the
 OY1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1212.degrees latitude (g = 980.6199 gals.).
 OY1212
 OY1212.The modeled gravity was interpolated from observed gravity values.
 OY1212
 OY1212;                    North         East    Units  Estimated Accuracy
 OY1212;SPC ID C     -   205,700.      599,100.      MT  (+/- 180 meters Scaled)
 OY1212
 OY1212                          SUPERSEDED SURVEY CONTROL
 OY1212
 OY1212  NGVD 29 (08/20/92) 1578.005  (m)         5177.17   (f) ADJUSTED    1 2
 OY1212
 OY1212.Superseded values are not recommended for survey control.
 OY1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1212.See file dsdata.txt to determine how the superseded data were derived.
 OY1212
 OY1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP565191(NAD 83)
 OY1212_MARKER: DE = TRAVERSE STATION DISK
 OY1212_SETTING: 66 = SET IN ROCK OUTCROP
 OY1212_SP_SET: BEDROCK
 OY1212_STAMPING: 30 FMK 1973 5177
 OY1212_MARK LOGO: USGS  
 OY1212_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1212+STABILITY: POSITION/ELEVATION WELL
 OY1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1212+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1212
 OY1212  HISTORY     - Date     Condition        Report By
 OY1212  HISTORY     - 1973     MONUMENTED       USGS
 OY1212  HISTORY     - 19920531 GOOD             NGS
 OY1212
 OY1212                          STATION DESCRIPTION
 OY1212
 OY1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1212'47.3 KM (29.40 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1212'OF U.S. HIGHWAY 93 IN ARCO, NEAR THE EAST END OF A 3 BY 5-FOOT AREA
 OY1212'OF EXPOSED BEDROCK NEAR THE EAST END OF A HIGHWAY CUT, 12.0 M (39.4
 OY1212'FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) NORTH OF A CAIRN,
 OY1212'AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1484 ***********************************************************************
 RZ1484  DESIGNATION -  30 FMK USGS
 RZ1484  PID         -  RZ1484
 RZ1484  STATE/COUNTY-  ID/NEZ PERCE
 RZ1484  USGS QUAD   -  CLARKSTON (1971)
 RZ1484
 RZ1484                         *CURRENT SURVEY CONTROL
 RZ1484  ___________________________________________________________________
 RZ1484* NAD 83(1986)-  46 22 36.     (N)    117 00 36.     (W)     SCALED    
 RZ1484* NAVD 88     -       433.823  (meters)    1423.30   (feet)  ADJUSTED  
 RZ1484  ___________________________________________________________________
 RZ1484  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 RZ1484  DYNAMIC HT  -         433.824 (meters)    1423.30  (feet)  COMP
 RZ1484  MODELED GRAV-     980,603.0   (mgal)                       NAVD 88
 RZ1484
 RZ1484  VERT ORDER  -  FIRST     CLASS II
 RZ1484
 RZ1484.The horizontal coordinates were scaled from a topographic map and have
 RZ1484.an estimated accuracy of +/- 6 seconds.
 RZ1484
 RZ1484.The orthometric height was determined by differential leveling
 RZ1484.and adjusted by the National Geodetic Survey in June 1991..
 RZ1484
 RZ1484.The geoid height was determined by GEOID03.
 RZ1484
 RZ1484.The dynamic height is computed by dividing the NAVD 88
 RZ1484.geopotential number by the normal gravity value computed on the
 RZ1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1484.degrees latitude (g = 980.6199 gals.).
 RZ1484
 RZ1484.The modeled gravity was interpolated from observed gravity values.
 RZ1484
 RZ1484;                    North         East    Units  Estimated Accuracy
 RZ1484;SPC ID W     -   524,080.      703,070.      MT  (+/- 180 meters Scaled)
 RZ1484
 RZ1484                          SUPERSEDED SURVEY CONTROL
 RZ1484
 RZ1484.No superseded survey control is available for this station.
 RZ1484
 RZ1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM992358(NAD 83)
 RZ1484_MARKER: DB = BENCH MARK DISK
 RZ1484_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RZ1484+WITH SETTING: PAVEMENT
 RZ1484_SP_SET: FOUNDATION
 RZ1484_STAMPING: 30 FMK 1967
 RZ1484_MARK LOGO: USGS  
 RZ1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1484+STABILITY: SURFACE MOTION
 RZ1484
 RZ1484  HISTORY     - Date     Condition        Report By
 RZ1484  HISTORY     - 1967     MONUMENTED       USGS
 RZ1484  HISTORY     - 1982     GOOD             NGS
 RZ1484
 RZ1484                          STATION DESCRIPTION
 RZ1484
 RZ1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1484'8.2 KM (5.1 MI) SE FROM LEWISTON.
 RZ1484'1.15 KM (0.7 MI) EAST ALONG MAIN STREET FROM THE COURTHOUSE IN
 RZ1484'LEWISTON, THENCE 4.0 KM (2.5 MI) SOUTHEAST ALONG COUNTY ROAD P2,
 RZ1484'THENCE 1.63 KM (1.0 MI) WEST ALONG WARNER AVENUE, THENCE 0.8 KM (0.5
 RZ1484'MI) SOUTH ALONG SIXTH STREET, THENCE 0.6 KM (0.4 MI) WEST ALONG
 RZ1484'BURRELL AVENUE, IN TOP OF AND 0.6 METER (2 FT) SOUTHWEST OF THE
 RZ1484'NORTHEAST CORNER OF THE CONCRETE MAT FOUNDATION FOR THE NORTHEAST LEG
 RZ1484'OF THE BEACON TOWER AT THE SOUTH ENTRANCE TO THE LEWISTON-NEZ PERCE
 RZ1484'COUNTY AIRPORT, 11.9 METERS (39 FT) SOUTH OF THE AVENUE CENTERLINE,
 RZ1484'33.7 METERS (110.5 FT) WEST OF THE NORTHWEST CORNER OF THE CITY FIRE
 RZ1484'STATION NUMBER 4.
 RZ1484'THE MARK IS 0.7 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1706 ***********************************************************************
 NU1706  DESIGNATION -  30 HLS
 NU1706  PID         -  NU1706
 NU1706  STATE/COUNTY-  ID/CASSIA
 NU1706  USGS QUAD   -  BRIDGE (1976)
 NU1706
 NU1706                         *CURRENT SURVEY CONTROL
 NU1706  ___________________________________________________________________
 NU1706* NAD 83(1994)-  42 09 48.32434(N)    113 20 32.47225(W)     ADJUSTED  
 NU1706* NAVD 88     -      1437.63   (+/-2cm)    4716.6    (feet)  VERTCON   
 NU1706  ___________________________________________________________________
 NU1706  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 NU1706  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 NU1706
 NU1706  HORZ ORDER  -  THIRD
 NU1706  VERT ORDER  -  THIRD (See Below)
 NU1706
 NU1706.The horizontal coordinates were established by classical geodetic methods
 NU1706.and adjusted by the National Geodetic Survey in November 1997..
 NU1706
 NU1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1706.The vertical order pertains to the NGVD 29 superseded value.
 NU1706
 NU1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1706
 NU1706.The geoid height was determined by GEOID03.
 NU1706
 NU1706;                    North         East     Units Scale Factor Converg.
 NU1706;SPC ID C     -    55,382.038   554,344.145   MT  0.99998369   +0 26 29.2
 NU1706;UTM  12      - 4,670,576.926   306,503.584   MT  1.00006071   -1 34 22.0
 NU1706
 NU1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1706!SPC ID C     -   0.99977688  x   0.99998369  =   0.99976057
 NU1706!UTM  12      -   0.99977688  x   1.00006071  =   0.99983758
 NU1706
 NU1706:                Primary Azimuth Mark                     Grid Az
 NU1706:SPC ID C     -  BIRD                                     073 18 59.4
 NU1706:UTM  12      -  BIRD                                     075 19 50.6
 NU1706
 NU1706|---------------------------------------------------------------------|
 NU1706| PID    Reference Object                     Distance      Geod. Az  |
 NU1706|                                                           dddmmss.s |
 NU1706| NU1704 BIRD                                APPROX.15.7 KM 0734528.6 |
 NU1706| CQ5968 30 HLS RM 1                           9.970 METERS 21512     |
 NU1706| CQ5969 30 HLS RM 2                           9.058 METERS 31039     |
 NU1706|---------------------------------------------------------------------|
 NU1706
 NU1706                          SUPERSEDED SURVEY CONTROL
 NU1706
 NU1706  NAD 83(1992)-  42 09 48.31822(N)    113 20 32.46366(W) AD(       ) 3
 NU1706  NAD 83(1986)-  42 09 48.31800(N)    113 20 32.46172(W) AD(       ) 3
 NU1706  NAD 27      -  42 09 48.62179(N)    113 20 29.46126(W) AD(       ) 3
 NU1706  NGVD 29 (07/19/86) 1436.55   (m)         4713.1    (f) LEVELING    3  
 NU1706
 NU1706.Superseded values are not recommended for survey control.
 NU1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1706.See file dsdata.txt to determine how the superseded data were derived.
 NU1706
 NU1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM0650470577(NAD 83)
 NU1706_MARKER: DB = BENCH MARK DISK
 NU1706_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NU1706+WITH SETTING: INFORMATION.
 NU1706_SP_SET: METAL ROD DRIVEN INTO GROUND
 NU1706_STAMPING: 30 HLS 1967 4713
 NU1706_MARK LOGO: USGS  
 NU1706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1706
 NU1706  HISTORY     - Date     Condition        Report By
 NU1706  HISTORY     - 1967     MONUMENTED       USGS
 NU1706  HISTORY     - 1968     GOOD             USGS
 NU1706  HISTORY     - 19741023 GOOD             USGS
 NU1706
 NU1706                          STATION DESCRIPTION
 NU1706
 NU1706'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (GAB)
 NU1706'LOCATED 9.85 MI. S. OF MALTA, IDAHO.  AND 12.75 MI. NW. OF
 NU1706'AIRPORT AT STREVELL, IDAHO.
 NU1706'
 NU1706'TO REACH FROM MALTA, GO 9.85 MI. S. OF THE POST OFFICE ALONG
 NU1706'U.S. HIGHWAY 30S TO THE INTERSECTION OF A GRAVEL RD. SW.
 NU1706'STATION IS 200 FT. S. OF INTERSECTION, 151 FT. SW. OF HIGHWAY,
 NU1706'29 FT. NW. OF RD., 1.5 FT. SE. OF WITNESS POST.
 NU1706'
 NU1706'STATION MARK--STANDARD TABLET STAMPED 4713 30 HLS 1967 SET
 NU1706'ON COPPERWELD ROD.
 NU1706'
 NU1706'REFERENCE MARK NO. 1--STANDARD R.M. TABLET STAMPED NO 1 1968 SET
 NU1706'ON COPPERWELD ROD, 0.1 FT. ABOVE STATION MARK.
 NU1706'
 NU1706'REFERENCE MARK NO. 2--STANDARD R.M. TABLET STAMPED NO 2 1968
 NU1706'SET ON COPPERWELD ROD, 0.2 FT. ABOVE STATION MARK.
 NU1706'
 NU1706'RADIO MAST--CENTERLINE OF MOST PROMINENT MAST OF TELEVISION
 NU1706'RELAY STATION ON A PROMINENT HILL NE. OF MALTA.  (ABOUT 14 MI.
 NU1706'FROM STATION.)
 NU1706
 NU1706                          STATION RECOVERY (1974)
 NU1706
 NU1706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU1706'MALTA, 9.85 MILES SOUTH OF THE POST OFFICE ALONG U.S. HIGHWAY 30S TO
 NU1706'THE INTERSECTION OF A GRAVEL ROAD SOUTHWEST, 12.75 MILES NORTHWEST OF
 NU1706'THE AIRPORT AT STREVELL, 200 FEET SOUTH OF INTERSECTION, 151 FEET
 NU1706'SOUTHWEST OF HIGHWAY, 29 FEET NORTHWEST OF ROAD, 1.5 FEET SOUTHEAST
 NU1706'OF WITNESS POST, SET ON COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0556 ***********************************************************************
 NW0556  DESIGNATION -  30 MDC
 NW0556  PID         -  NW0556
 NW0556  STATE/COUNTY-  ID/OWYHEE
 NW0556  USGS QUAD   -  PLEASANT VALLEY (1973)
 NW0556
 NW0556                         *CURRENT SURVEY CONTROL
 NW0556  ___________________________________________________________________
 NW0556* NAD 83(1986)-  42 33 30.     (N)    116 45 19.     (W)     SCALED    
 NW0556* NAVD 88     -      1662.114  (meters)    5453.12   (feet)  POSTED    
 NW0556  ___________________________________________________________________
 NW0556  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 NW0556  DYNAMIC HT  -        1661.020 (meters)    5449.53  (feet)  COMP
 NW0556  MODELED GRAV-     979,903.2   (mgal)                       NAVD 88
 NW0556
 NW0556  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0556
 NW0556.The horizontal coordinates were scaled from a topographic map and have
 NW0556.an estimated accuracy of +/- 6 seconds.
 NW0556
 NW0556.The orthometric height was determined by differential leveling
 NW0556.and adjusted by the National Geodetic Survey in 1992..
 NW0556.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0556.rate of 0.0 thru 1.0 mm/km.
 NW0556
 NW0556.The geoid height was determined by GEOID03.
 NW0556
 NW0556.The dynamic height is computed by dividing the NAVD 88
 NW0556.geopotential number by the normal gravity value computed on the
 NW0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0556.degrees latitude (g = 980.6199 gals.).
 NW0556
 NW0556.The modeled gravity was interpolated from observed gravity values.
 NW0556
 NW0556;                    North         East    Units  Estimated Accuracy
 NW0556;SPC ID W     -    99,530.      717,450.      MT  (+/- 180 meters Scaled)
 NW0556
 NW0556                          SUPERSEDED SURVEY CONTROL
 NW0556
 NW0556.No superseded survey control is available for this station.
 NW0556
 NW0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH200117(NAD 83)
 NW0556_MARKER: DD = SURVEY DISK
 NW0556_SETTING: 66 = SET IN ROCK OUTCROP
 NW0556_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0556_STAMPING: 30 MDC 1973 5449
 NW0556_MARK LOGO: USGS  
 NW0556_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0556+STABILITY: POSITION/ELEVATION WELL
 NW0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0556+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0556
 NW0556  HISTORY     - Date     Condition        Report By
 NW0556  HISTORY     - 1972     MONUMENTED       USGS
 NW0556
 NW0556                          STATION DESCRIPTION
 NW0556
 NW0556'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0556'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0556'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0556'20.9 MILES NORTH ALONG MUD FLAT ROAD, 14.3 MILES WEST OF MUD FLAT
 NW0556'RESOURCE AREA FIELD STATION, AT A BEND IN THE ROAD, 25 FEET EAST AND 3
 NW0556'FEET HIGHER THAN THE CENTERLINE OF THE ROAD, CEMENTED IN A LARGE LAVA
 NW0556'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0126 ***********************************************************************
 OY0126  DESIGNATION -  300+00
 OY0126  PID         -  OY0126
 OY0126  STATE/COUNTY-  ID/JEFFERSON
 OY0126  USGS QUAD   -  MUD LAKE SE (1964)
 OY0126
 OY0126                         *CURRENT SURVEY CONTROL
 OY0126  ___________________________________________________________________
 OY0126* NAD 83(1986)-  43 50 26.     (N)    112 18 19.     (W)     SCALED    
 OY0126* NAVD 88     -      1461.120  (meters)    4793.69   (feet)  ADJUSTED  
 OY0126  ___________________________________________________________________
 OY0126  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 OY0126  DYNAMIC HT  -        1460.383 (meters)    4791.27  (feet)  COMP
 OY0126  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 OY0126
 OY0126  VERT ORDER  -  SECOND    CLASS 0
 OY0126
 OY0126.The horizontal coordinates were scaled from a topographic map and have
 OY0126.an estimated accuracy of +/- 6 seconds.
 OY0126
 OY0126.The orthometric height was determined by differential leveling
 OY0126.and adjusted by the National Geodetic Survey in June 1991..
 OY0126
 OY0126.The geoid height was determined by GEOID03.
 OY0126
 OY0126.The dynamic height is computed by dividing the NAVD 88
 OY0126.geopotential number by the normal gravity value computed on the
 OY0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0126.degrees latitude (g = 980.6199 gals.).
 OY0126
 OY0126.The modeled gravity was interpolated from observed gravity values.
 OY0126
 OY0126;                    North         East    Units  Estimated Accuracy
 OY0126;SPC ID E     -   241,490.      188,850.      MT  (+/- 180 meters Scaled)
 OY0126
 OY0126                          SUPERSEDED SURVEY CONTROL
 OY0126
 OY0126  NGVD 29 (??/??/92) 1460.023  (m)         4790.09   (f) ADJ UNCH    2 0
 OY0126
 OY0126.Superseded values are not recommended for survey control.
 OY0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0126.See file dsdata.txt to determine how the superseded data were derived.
 OY0126
 OY0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP950549(NAD 83)
 OY0126_MARKER: DD = SURVEY DISK
 OY0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0126_STAMPING: 300+00
 OY0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0126+STABILITY: SURFACE MOTION
 OY0126
 OY0126  HISTORY     - Date     Condition        Report By
 OY0126  HISTORY     - UNK      MONUMENTED       IDPWD
 OY0126  HISTORY     - 1948     GOOD             NGS
 OY0126  HISTORY     - 1965     MARK NOT FOUND   USGS
 OY0126
 OY0126                          STATION DESCRIPTION
 OY0126
 OY0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0126'7.2 MI E FROM TERRETON.
 OY0126'ABOUT 7.2 MILES EAST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE
 OY0126'AT TERRETON, AT THE FOOT OF THE WEST SLOPE OF A GRADE, 51.0 FEET SOUTH
 OY0126'OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTH OF A WITNESS POST,
 OY0126'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 OY0126'GROUND.  NOTE-- THE AREA DESCRIBED APPEARS TO HAVE BEEN DISTURBED
 OY0126'DURING HIGHWAY IMPROVEMENT.
 OY0126
 OY0126                          STATION RECOVERY (1965)
 OY0126
 OY0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OY0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0399 ***********************************************************************
 QZ0399  DESIGNATION -  3027.3
 QZ0399  PID         -  QZ0399
 QZ0399  STATE/COUNTY-  ID/IDAHO
 QZ0399  USGS QUAD   -  PILOT PEAK (1969)
 QZ0399
 QZ0399                         *CURRENT SURVEY CONTROL
 QZ0399  ___________________________________________________________________
 QZ0399* NAD 83(1986)-  45 11 51.     (N)    115 33 39.     (W)     SCALED    
 QZ0399* NAVD 88     -       923.652  (meters)    3030.35   (feet)  ADJUSTED  
 QZ0399  ___________________________________________________________________
 QZ0399  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 QZ0399  DYNAMIC HT  -         923.227 (meters)    3028.95  (feet)  COMP
 QZ0399  MODELED GRAV-     980,129.6   (mgal)                       NAVD 88
 QZ0399
 QZ0399  VERT ORDER  -  SECOND    CLASS 0
 QZ0399
 QZ0399.The horizontal coordinates were scaled from a topographic map and have
 QZ0399.an estimated accuracy of +/- 6 seconds.
 QZ0399
 QZ0399.The orthometric height was determined by differential leveling
 QZ0399.and adjusted by the National Geodetic Survey in June 1991..
 QZ0399
 QZ0399.The geoid height was determined by GEOID03.
 QZ0399
 QZ0399.The dynamic height is computed by dividing the NAVD 88
 QZ0399.geopotential number by the normal gravity value computed on the
 QZ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0399.degrees latitude (g = 980.6199 gals.).
 QZ0399
 QZ0399.The modeled gravity was interpolated from observed gravity values.
 QZ0399
 QZ0399;                    North         East    Units  Estimated Accuracy
 QZ0399;SPC ID W     -   392,270.      814,860.      MT  (+/- 180 meters Scaled)
 QZ0399
 QZ0399                          SUPERSEDED SURVEY CONTROL
 QZ0399
 QZ0399  NGVD 29 (??/??/92)  922.438  (m)         3026.37   (f) ADJ UNCH    2 0
 QZ0399
 QZ0399.Superseded values are not recommended for survey control.
 QZ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0399.See file dsdata.txt to determine how the superseded data were derived.
 QZ0399
 QZ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL130058(NAD 83)
 QZ0399_MARKER: Q = CHISELED SQUARE
 QZ0399_SETTING: 80 = SET IN A BOULDER
 QZ0399_SP_SET: BOULDER
 QZ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0399+STABILITY: SURFACE MOTION
 QZ0399
 QZ0399  HISTORY     - Date     Condition        Report By
 QZ0399  HISTORY     - UNK      MONUMENTED       USGS
 QZ0399  HISTORY     - 1948     GOOD             NGS
 QZ0399
 QZ0399                          STATION DESCRIPTION
 QZ0399
 QZ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QZ0399'2.4 MI N FROM SOUTH FORK GUARD STATION.
 QZ0399'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0399'STATION, THENCE 0.4 MILE NORTH ALONG THE SOUTH FORK TRAIL, 59.5 FEET
 QZ0399'NORTHEAST OF THE CENTER LINE OF A SMALL STREAM, 4.5 FEET EAST OF THE
 QZ0399'CENTER LINE OF THE TRAIL, A CHISELED SQUARE IN THE TOP OF A LARGE
 QZ0399'GRANITE BOULDER PROJECTING 2.0 FEET ABOVE THE GROUND AND ABOUT LEVEL
 QZ0399'WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0198 ***********************************************************************
 RY0198  DESIGNATION -  3037 B
 RY0198  PID         -  RY0198
 RY0198  STATE/COUNTY-  ID/IDAHO
 RY0198  USGS QUAD   -  WAHOO PEAK (1995)
 RY0198
 RY0198                         *CURRENT SURVEY CONTROL
 RY0198  ___________________________________________________________________
 RY0198* NAD 83(1986)-  46 12 06.     (N)    114 43 51.     (W)     SCALED    
 RY0198* NAVD 88     -       925.800  (meters)    3037.40   (feet)  ADJUSTED  
 RY0198  ___________________________________________________________________
 RY0198  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 RY0198  DYNAMIC HT  -         925.564 (meters)    3036.62  (feet)  COMP
 RY0198  MODELED GRAV-     980,330.5   (mgal)                       NAVD 88
 RY0198
 RY0198  VERT ORDER  -  SECOND    CLASS 0
 RY0198
 RY0198.The horizontal coordinates were scaled from a topographic map and have
 RY0198.an estimated accuracy of +/- 6 seconds.
 RY0198
 RY0198.The orthometric height was determined by differential leveling
 RY0198.and adjusted by the National Geodetic Survey in June 1991..
 RY0198
 RY0198.The geoid height was determined by GEOID03.
 RY0198
 RY0198.The dynamic height is computed by dividing the NAVD 88
 RY0198.geopotential number by the normal gravity value computed on the
 RY0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0198.degrees latitude (g = 980.6199 gals.).
 RY0198
 RY0198.The modeled gravity was interpolated from observed gravity values.
 RY0198
 RY0198;                    North         East    Units  Estimated Accuracy
 RY0198;SPC ID W     -   504,360.      878,660.      MT  (+/- 180 meters Scaled)
 RY0198
 RY0198                          SUPERSEDED SURVEY CONTROL
 RY0198
 RY0198  NGVD 29 (??/??/92)  924.611  (m)         3033.49   (f) ADJ UNCH    2 0
 RY0198
 RY0198.Superseded values are not recommended for survey control.
 RY0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0198.See file dsdata.txt to determine how the superseded data were derived.
 RY0198
 RY0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM750189(NAD 83)
 RY0198_MARKER: DD = SURVEY DISK
 RY0198_SETTING: 80 = SET IN A BOULDER
 RY0198_STAMPING: 3037 B 61 1911
 RY0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0198+STABILITY: SURFACE MOTION
 RY0198
 RY0198  HISTORY     - Date     Condition        Report By
 RY0198  HISTORY     - 1911     MONUMENTED       USGS
 RY0198  HISTORY     - 1965     GOOD             NGS
 RY0198
 RY0198                          STATION DESCRIPTION
 RY0198
 RY0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0198'13.4 MI NE FROM MOOSE CREEK.
 RY0198'13.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0198'RANGER STATION AT MOOSE CREEK, AT THE JUNCTION OF EAST FORK MOOSE
 RY0198'CREEK TRAIL, 0.5 MILE WEST OF ELBO BEND, AT THE NORTHEAST END OF A
 RY0198'CLEARING, IN THE TOP OF A 6- BY 8-FOOT BOULDER, 43 FEET
 RY0198'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE TRAIL, ABOUT 125 FEET HIGHER
 RY0198'THAN THE CREEK AND LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0693 ***********************************************************************
 OY0693  DESIGNATION -  31 A
 OY0693  PID         -  OY0693
 OY0693  STATE/COUNTY-  ID/BLAINE
 OY0693  USGS QUAD   -  FISH CREEK RESERVOIR (1979)
 OY0693
 OY0693                         *CURRENT SURVEY CONTROL
 OY0693  ___________________________________________________________________
 OY0693* NAD 83(1986)-  43 22 38.     (N)    113 46 11.     (W)     SCALED    
 OY0693* NAVD 88     -      1574.872  (meters)    5166.89   (feet)  ADJUSTED  
 OY0693  ___________________________________________________________________
 OY0693  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 OY0693  DYNAMIC HT  -        1573.988 (meters)    5163.99  (feet)  COMP
 OY0693  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 OY0693
 OY0693  VERT ORDER  -  SECOND    CLASS 0
 OY0693
 OY0693.The horizontal coordinates were scaled from a topographic map and have
 OY0693.an estimated accuracy of +/- 6 seconds.
 OY0693
 OY0693.The orthometric height was determined by differential leveling
 OY0693.and adjusted by the National Geodetic Survey in June 1991..
 OY0693
 OY0693.The geoid height was determined by GEOID03.
 OY0693
 OY0693.The dynamic height is computed by dividing the NAVD 88
 OY0693.geopotential number by the normal gravity value computed on the
 OY0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0693.degrees latitude (g = 980.6199 gals.).
 OY0693
 OY0693.The modeled gravity was interpolated from observed gravity values.
 OY0693
 OY0693;                    North         East    Units  Estimated Accuracy
 OY0693;SPC ID C     -   190,030.      518,660.      MT  (+/- 180 meters Scaled)
 OY0693
 OY0693                          SUPERSEDED SURVEY CONTROL
 OY0693
 OY0693  NGVD 29 (??/??/92) 1573.80   (m)         5163.4    (f) COMPUTED    2 0
 OY0693
 OY0693.Superseded values are not recommended for survey control.
 OY0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0693.See file dsdata.txt to determine how the superseded data were derived.
 OY0693
 OY0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP756064(NAD 83)
 OY0693_MARKER: DD = SURVEY DISK
 OY0693_SETTING: 66 = SET IN ROCK OUTCROP
 OY0693_SP_SET: ROCK OUTCROP
 OY0693_STAMPING: 5165.0 31 A 1932
 OY0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0693+STABILITY: POSITION/ELEVATION WELL
 OY0693
 OY0693  HISTORY     - Date     Condition        Report By
 OY0693  HISTORY     - 1932     MONUMENTED       USGS
 OY0693  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0693
 OY0693                          STATION DESCRIPTION
 OY0693
 OY0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0693'12.5 MI NE FROM CAREY.
 OY0693'12.5 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE HIGH SCHOOL AT
 OY0693'CAREY, BLAINE COUNTY, 0.4 MILE SOUTHEAST OF A PASS OVER A SPUR RIDGE,
 OY0693'300 FEET SOUTHWEST OF A SECOND PASS, 155 FEET SOUTH OF THE CENTERLINE
 OY0693'OF THE HIGHWAY, AND IN THE TOP OF A PROMINENT ROCK OUTCROP.  A UNITED
 OY0693'STATES GEOLOGICAL STANDARD DISK, STAMPED 5165.0 31 A 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0729 ***********************************************************************
 PZ0729  DESIGNATION -  31 B 6245.50
 PZ0729  PID         -  PZ0729
 PZ0729  STATE/COUNTY-  ID/LEMHI
 PZ0729  USGS QUAD   -  LEADORE (1987)
 PZ0729
 PZ0729                         *CURRENT SURVEY CONTROL
 PZ0729  ___________________________________________________________________
 PZ0729* NAD 83(1992)-  44 42 03.81164(N)    113 17 56.00667(W)     ADJUSTED  
 PZ0729* NAVD 88     -      1905.     (meters)    6250.     (feet)  SCALED    
 PZ0729  ___________________________________________________________________
 PZ0729  LAPLACE CORR-           8.94  (seconds)                    DEFLEC99
 PZ0729  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 PZ0729
 PZ0729  HORZ ORDER  -  SECOND
 PZ0729
 PZ0729.The horizontal coordinates were established by classical geodetic methods
 PZ0729.and adjusted by the National Geodetic Survey in July 1992..
 PZ0729
 PZ0729.The orthometric height was scaled from a topographic map.
 PZ0729
 PZ0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0729
 PZ0729.The geoid height was determined by GEOID03.
 PZ0729
 PZ0729;                    North         East     Units Scale Factor Converg.
 PZ0729;SPC ID C     -   337,331.246   555,564.036   MT  0.99998532   +0 29 35.4
 PZ0729;SPC MT       -    57,441.677   298,976.135   MT  1.00019251   -2 46 44.1
 PZ0729;SPC MT       -   188,456.95    980,892.83   iFT  1.00019251   -2 46 44.1
 PZ0729;UTM  12      - 4,952,313.489   317,871.976   MT  1.00000792   -1 37 03.0
 PZ0729
 PZ0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0729!SPC ID C     -   0.99970313  x   0.99998532  =   0.99968845
 PZ0729!SPC MT       -   0.99970313  x   1.00019251  =   0.99989558
 PZ0729!UTM  12      -   0.99970313  x   1.00000792  =   0.99971105
 PZ0729
 PZ0729                          SUPERSEDED SURVEY CONTROL
 PZ0729
 PZ0729  NAD 83(1986)-  44 42 03.80878(N)    113 17 56.00446(W) AD(       ) 2
 PZ0729  NAD 27      -  44 42 04.08400(N)    113 17 52.88400(W) AD(       ) 2
 PZ0729
 PZ0729.Superseded values are not recommended for survey control.
 PZ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0729.See file dsdata.txt to determine how the superseded data were derived.
 PZ0729
 PZ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ1787252313(NAD 83)
 PZ0729_MARKER: DD = SURVEY DISK
 PZ0729_SETTING: 0 = UNSPECIFIED SETTING
 PZ0729
 PZ0729  HISTORY     - Date     Condition        Report By
 PZ0729  HISTORY     - 1950     MONUMENTED       CGS
 PZ0729
 PZ0729                          STATION DESCRIPTION
 PZ0729
 PZ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PZ0729'USDA BM IS A BUREAU OF PUBLIC ROADS DISK CEMENTED IN A DRILL
 PZ0729'HOLE IN THE TOP OF A CONCRETE CULVERT ABUTMENT, STAMPED
 PZ0729'6245.50 31 B.  IT IS IN THE SAME CULVERT ABUTMENT AS REFERENCE
 PZ0729'MARK NUMBER 1.
 PZ0729'
 PZ0729'STATION CANYON IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 PZ0729'IN LEADORE, GO NORTHEAST ON STATE HIGHWAY 28 FOR 0.4 MILE.
 PZ0729'TAKE THE MIDDLE ONE OF THREE ROADS AS PER SIGN ARMSTEAD AND
 PZ0729'GO 3.0 MILES TO STATION CANYON ON THE LEFT SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0500 ***********************************************************************
 NW0500  DESIGNATION -  31 EMH
 NW0500  PID         -  NW0500
 NW0500  STATE/COUNTY-  ID/OWYHEE
 NW0500  USGS QUAD   -  CRAB SPRING BUTTE (1972)
 NW0500
 NW0500                         *CURRENT SURVEY CONTROL
 NW0500  ___________________________________________________________________
 NW0500* NAD 83(1986)-  42 32 39.     (N)    116 20 54.     (W)     SCALED    
 NW0500* NAVD 88     -      1753.485  (meters)    5752.89   (feet)  POSTED    
 NW0500  ___________________________________________________________________
 NW0500  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 NW0500  DYNAMIC HT  -        1752.290 (meters)    5748.97  (feet)  COMP
 NW0500  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 NW0500
 NW0500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0500
 NW0500.The horizontal coordinates were scaled from a topographic map and have
 NW0500.an estimated accuracy of +/- 6 seconds.
 NW0500
 NW0500.The orthometric height was determined by differential leveling
 NW0500.and adjusted by the National Geodetic Survey in 1992..
 NW0500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0500.rate of 0.0 thru 1.0 mm/km.
 NW0500
 NW0500.The geoid height was determined by GEOID03.
 NW0500
 NW0500.The dynamic height is computed by dividing the NAVD 88
 NW0500.geopotential number by the normal gravity value computed on the
 NW0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0500.degrees latitude (g = 980.6199 gals.).
 NW0500
 NW0500.The modeled gravity was interpolated from observed gravity values.
 NW0500
 NW0500;                    North         East    Units  Estimated Accuracy
 NW0500;SPC ID W     -    97,640.      750,860.      MT  (+/- 180 meters Scaled)
 NW0500
 NW0500                          SUPERSEDED SURVEY CONTROL
 NW0500
 NW0500.No superseded survey control is available for this station.
 NW0500
 NW0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH535104(NAD 83)
 NW0500_MARKER: DD = SURVEY DISK
 NW0500_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0500_SP_SET: COPPER-CLAD STEEL ROD
 NW0500_STAMPING: 31 EMH 1972 5749
 NW0500_MARK LOGO: USGS  
 NW0500_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0500+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0500
 NW0500  HISTORY     - Date     Condition        Report By
 NW0500  HISTORY     - 1972     MONUMENTED       USGS
 NW0500
 NW0500                          STATION DESCRIPTION
 NW0500
 NW0500'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0500'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0500'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0500'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0500'TRACK ROAD, THENCE 7.9 MILES SOUTHEAST ALONG TRACK ROAD, 5.25 MILES
 NW0500'NORTHWEST OF UPPER BATTLE CREEK CROSSING, 0.2 MILES SOUTHEAST OF A
 NW0500'ROAD FORK EAST TO AN ABANDONED BUILDING, 28 FEET EAST AND ABOUT LEVEL
 NW0500'WITH THE CENTERLINE OF THE ROAD, 6 FEET WEST OF A FENCE CORNER,
 NW0500'A 5/8-INCH COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE
 NW0500'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0457 ***********************************************************************
 NW0457  DESIGNATION -  31 FMK
 NW0457  PID         -  NW0457
 NW0457  STATE/COUNTY-  ID/OWYHEE
 NW0457  USGS QUAD   -  TOY PASS (1990)
 NW0457
 NW0457                         *CURRENT SURVEY CONTROL
 NW0457  ___________________________________________________________________
 NW0457* NAD 83(1986)-  42 52 46.     (N)    116 34 58.     (W)     SCALED    
 NW0457* NAVD 88     -      1678.275  (meters)    5506.14   (feet)  POSTED    
 NW0457  ___________________________________________________________________
 NW0457  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0457  DYNAMIC HT  -        1677.220 (meters)    5502.68  (feet)  COMP
 NW0457  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 NW0457
 NW0457  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0457
 NW0457.The horizontal coordinates were scaled from a topographic map and have
 NW0457.an estimated accuracy of +/- 6 seconds.
 NW0457
 NW0457.The orthometric height was determined by differential leveling
 NW0457.and adjusted by the National Geodetic Survey in 1992..
 NW0457.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0457.rate of 1.1 thru 2.0 mm/km.
 NW0457
 NW0457.The geoid height was determined by GEOID03.
 NW0457
 NW0457.The dynamic height is computed by dividing the NAVD 88
 NW0457.geopotential number by the normal gravity value computed on the
 NW0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0457.degrees latitude (g = 980.6199 gals.).
 NW0457
 NW0457.The modeled gravity was interpolated from observed gravity values.
 NW0457
 NW0457;                    North         East    Units  Estimated Accuracy
 NW0457;SPC ID W     -   135,040.      731,970.      MT  (+/- 180 meters Scaled)
 NW0457
 NW0457                          SUPERSEDED SURVEY CONTROL
 NW0457
 NW0457.No superseded survey control is available for this station.
 NW0457
 NW0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH340475(NAD 83)
 NW0457_MARKER: DD = SURVEY DISK
 NW0457_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0457_SP_SET: PREFAB CONC. POST IN EARTH
 NW0457_STAMPING: 31 FMK 1964
 NW0457_MARK LOGO: USGS  
 NW0457_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0457+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0457
 NW0457  HISTORY     - Date     Condition        Report By
 NW0457  HISTORY     - 1964     MONUMENTED       USGS
 NW0457
 NW0457                          STATION DESCRIPTION
 NW0457
 NW0457'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0457'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0457'COUNTY ROAD, THENCE 17.3 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0457'ROAD, 29 FEET WEST AND 19 FEET SOUTH OF A ROAD FORK, 5 FEET NORTH OF A
 NW0457'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1214 ***********************************************************************
 OY1214  DESIGNATION -  31 FMK
 OY1214  PID         -  OY1214
 OY1214  STATE/COUNTY-  ID/BUTTE
 OY1214  USGS QUAD   -  LITTLE BUTTE SW (1973)
 OY1214
 OY1214                         *CURRENT SURVEY CONTROL
 OY1214  ___________________________________________________________________
 OY1214* NAD 83(1986)-  43 31 06.     (N)    112 45 02.     (W)     SCALED    
 OY1214* NAVD 88     -      1592.167  (meters)    5223.63   (feet)  ADJUSTED  
 OY1214  ___________________________________________________________________
 OY1214  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 OY1214  DYNAMIC HT  -        1591.297 (meters)    5220.78  (feet)  COMP
 OY1214  MODELED GRAV-     980,016.4   (mgal)                       NAVD 88
 OY1214
 OY1214  VERT ORDER  -  FIRST     CLASS II
 OY1214
 OY1214.The horizontal coordinates were scaled from a topographic map and have
 OY1214.an estimated accuracy of +/- 6 seconds.
 OY1214
 OY1214.The orthometric height was determined by differential leveling
 OY1214.and adjusted by the National Geodetic Survey in December 1992..
 OY1214
 OY1214.The geoid height was determined by GEOID03.
 OY1214
 OY1214.The dynamic height is computed by dividing the NAVD 88
 OY1214.geopotential number by the normal gravity value computed on the
 OY1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1214.degrees latitude (g = 980.6199 gals.).
 OY1214
 OY1214.The modeled gravity was interpolated from observed gravity values.
 OY1214
 OY1214;                    North         East    Units  Estimated Accuracy
 OY1214;SPC ID C     -   206,440.      601,020.      MT  (+/- 180 meters Scaled)
 OY1214
 OY1214                          SUPERSEDED SURVEY CONTROL
 OY1214
 OY1214  NGVD 29 (08/20/92) 1591.084  (m)         5220.08   (f) ADJUSTED    1 2
 OY1214
 OY1214.Superseded values are not recommended for survey control.
 OY1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1214.See file dsdata.txt to determine how the superseded data were derived.
 OY1214
 OY1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP585198(NAD 83)
 OY1214_MARKER: DE = TRAVERSE STATION DISK
 OY1214_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1214+WITH SETTING: INFORMATION.
 OY1214_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1214_STAMPING: 31 FMK 1973 5220
 OY1214_MARK LOGO: USGS  
 OY1214_PROJECTION: PROJECTING 1 CENTIMETERS
 OY1214_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1214+STABILITY: SURFACE MOTION
 OY1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1214+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1214
 OY1214  HISTORY     - Date     Condition        Report By
 OY1214  HISTORY     - 1973     MONUMENTED       USGS
 OY1214  HISTORY     - 19920531 GOOD             NGS
 OY1214
 OY1214                          STATION DESCRIPTION
 OY1214
 OY1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1214'49.3 KM (30.65 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1214'OF U.S. HIGHWAY 93 IN ARCO, 17.1 M (56.1 FT) SOUTH OF AND LEVEL WITH
 OY1214'THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) EAST OF A CAIRN, AND 0.5 M
 OY1214'(1.6 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 OY1214'6-INCH PVC PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND
 OY1214'SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0557 ***********************************************************************
 NW0557  DESIGNATION -  31 MDC
 NW0557  PID         -  NW0557
 NW0557  STATE/COUNTY-  ID/OWYHEE
 NW0557  USGS QUAD   -  SLACK MOUNTAIN (1973)
 NW0557
 NW0557                         *CURRENT SURVEY CONTROL
 NW0557  ___________________________________________________________________
 NW0557* NAD 83(1986)-  42 34 06.     (N)    116 44 49.     (W)     SCALED    
 NW0557* NAVD 88     -      1592.801  (meters)    5225.71   (feet)  POSTED    
 NW0557  ___________________________________________________________________
 NW0557  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 NW0557  DYNAMIC HT  -        1591.750 (meters)    5222.27  (feet)  COMP
 NW0557  MODELED GRAV-     979,905.4   (mgal)                       NAVD 88
 NW0557
 NW0557  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0557
 NW0557.The horizontal coordinates were scaled from a topographic map and have
 NW0557.an estimated accuracy of +/- 6 seconds.
 NW0557
 NW0557.The orthometric height was determined by differential leveling
 NW0557.and adjusted by the National Geodetic Survey in 1992..
 NW0557.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0557.rate of 0.0 thru 1.0 mm/km.
 NW0557
 NW0557.The geoid height was determined by GEOID03.
 NW0557
 NW0557.The dynamic height is computed by dividing the NAVD 88
 NW0557.geopotential number by the normal gravity value computed on the
 NW0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0557.degrees latitude (g = 980.6199 gals.).
 NW0557
 NW0557.The modeled gravity was interpolated from observed gravity values.
 NW0557
 NW0557;                    North         East    Units  Estimated Accuracy
 NW0557;SPC ID W     -   100,630.      718,150.      MT  (+/- 180 meters Scaled)
 NW0557
 NW0557                          SUPERSEDED SURVEY CONTROL
 NW0557
 NW0557.No superseded survey control is available for this station.
 NW0557
 NW0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH207129(NAD 83)
 NW0557_MARKER: DD = SURVEY DISK
 NW0557_SETTING: 80 = SET IN A BOULDER
 NW0557_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 NW0557_STAMPING: 31 MDC 1973 5222
 NW0557_MARK LOGO: USGS  
 NW0557_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0557+STABILITY: SURFACE MOTION
 NW0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0557+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0557
 NW0557  HISTORY     - Date     Condition        Report By
 NW0557  HISTORY     - 1972     MONUMENTED       USGS
 NW0557
 NW0557                          STATION DESCRIPTION
 NW0557
 NW0557'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0557'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0557'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0557'19.9 MILES NORTH ALONG MUD FLAT ROAD, 13.3 MILES WEST OF MUD FLAT
 NW0557'RESOURCE AREA FIELD STATION, AT A POINT WHERE THE ROAD PARALLELS A
 NW0557'CREEK, 110 FEET SOUTHEAST OF THE EAST END OF A CULVERT UNDER THE ROAD,
 NW0557'72 FEET EAST OF THE CENTERLINE OF THE ROAD, 15 FEET WEST OF THE CREEK,
 NW0557'ABOUT 10 FEET LOWER THAN THE ROAD BED, CEMENTED IN A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0184 ***********************************************************************
 QB0184  DESIGNATION -  3109.51
 QB0184  PID         -  QB0184
 QB0184  STATE/COUNTY-  ID/BOISE
 QB0184  USGS QUAD   -  BANKS (1985)
 QB0184
 QB0184                         *CURRENT SURVEY CONTROL
 QB0184  ___________________________________________________________________
 QB0184* NAD 83(1986)-  44 06 51.     (N)    116 06 24.     (W)     SCALED    
 QB0184* NAVD 88     -       948.968  (meters)    3113.41   (feet)  ADJUSTED  
 QB0184  ___________________________________________________________________
 QB0184  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 QB0184  DYNAMIC HT  -         948.590 (meters)    3112.17  (feet)  COMP
 QB0184  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 QB0184
 QB0184  VERT ORDER  -  SECOND    CLASS 0
 QB0184
 QB0184.The horizontal coordinates were scaled from a topographic map and have
 QB0184.an estimated accuracy of +/- 6 seconds.
 QB0184
 QB0184.The orthometric height was determined by differential leveling
 QB0184.and adjusted by the National Geodetic Survey in June 1991..
 QB0184
 QB0184.The geoid height was determined by GEOID03.
 QB0184
 QB0184.The dynamic height is computed by dividing the NAVD 88
 QB0184.geopotential number by the normal gravity value computed on the
 QB0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0184.degrees latitude (g = 980.6199 gals.).
 QB0184
 QB0184.The modeled gravity was interpolated from observed gravity values.
 QB0184
 QB0184;                    North         East    Units  Estimated Accuracy
 QB0184;SPC ID W     -   271,940.      771,450.      MT  (+/- 180 meters Scaled)
 QB0184
 QB0184                          SUPERSEDED SURVEY CONTROL
 QB0184
 QB0184  NGVD 29 (??/??/92)  947.900  (m)         3109.90   (f) ADJ UNCH    2 0
 QB0184
 QB0184.Superseded values are not recommended for survey control.
 QB0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0184.See file dsdata.txt to determine how the superseded data were derived.
 QB0184
 QB0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ714849(NAD 83)
 QB0184_MARKER: DD = SURVEY DISK
 QB0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0184_SP_SET: CULVERT
 QB0184_STAMPING: 3109.51 1933
 QB0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0184
 QB0184  HISTORY     - Date     Condition        Report By
 QB0184  HISTORY     - 1933     MONUMENTED       BPR
 QB0184
 QB0184                          STATION DESCRIPTION
 QB0184
 QB0184'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1933
 QB0184'3.0 MI N FROM BANKS.
 QB0184'3.0 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF STATE
 QB0184'HIGHWAY 17 AT BANKS, BOISE COUNTY, ABOUT 0.3 MILE NORTHWEST OF A
 QB0184'BRIDGE OVER THE NORTH FORK PAYETTE RIVER, ABOUT 105 FEET NORTH OF A
 QB0184'WHITE POST MARKED 16, AT THE SOUTH END OF A WEST CURVE, 15 FEET WEST
 QB0184'OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF THE CONCRETE HEAD
 QB0184'WALL OF A 1-1/2 FOOT PIPE CULVERT.  A UNITED STATES BUREAU OF PUBLIC
 QB0184'ROADS STANDARD DISK, STAMPED 3109.51 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0535 ***********************************************************************
 OZ0535  DESIGNATION -  3144.77
 OZ0535  PID         -  OZ0535
 OZ0535  STATE/COUNTY-  ID/ELMORE
 OZ0535  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0535
 OZ0535                         *CURRENT SURVEY CONTROL
 OZ0535  ___________________________________________________________________
 OZ0535* NAD 83(1986)-  43 07 45.     (N)    115 41 38.     (W)     SCALED    
 OZ0535* NAVD 88     -       959.371  (meters)    3147.54   (feet)  ADJUSTED  
 OZ0535  ___________________________________________________________________
 OZ0535  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 OZ0535  DYNAMIC HT  -         958.958 (meters)    3146.18  (feet)  COMP
 OZ0535  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 OZ0535
 OZ0535  VERT ORDER  -  FIRST     CLASS II
 OZ0535
 OZ0535.The horizontal coordinates were scaled from a topographic map and have
 OZ0535.an estimated accuracy of +/- 6 seconds.
 OZ0535
 OZ0535.The orthometric height was determined by differential leveling
 OZ0535.and adjusted by the National Geodetic Survey in June 1991..
 OZ0535.WARNING-Repeat measurements at this control monument indicate possible
 OZ0535.vertical movement.
 OZ0535
 OZ0535.The geoid height was determined by GEOID03.
 OZ0535
 OZ0535.The dynamic height is computed by dividing the NAVD 88
 OZ0535.geopotential number by the normal gravity value computed on the
 OZ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0535.degrees latitude (g = 980.6199 gals.).
 OZ0535
 OZ0535.The modeled gravity was interpolated from observed gravity values.
 OZ0535
 OZ0535;                    North         East    Units  Estimated Accuracy
 OZ0535;SPC ID W     -   162,450.      804,570.      MT  (+/- 180 meters Scaled)
 OZ0535
 OZ0535                          SUPERSEDED SURVEY CONTROL
 OZ0535
 OZ0535  NGVD 29 (??/??/92)  958.504  (m)         3144.69   (f) ADJ UNCH    1 2
 OZ0535
 OZ0535.Superseded values are not recommended for survey control.
 OZ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0535.See file dsdata.txt to determine how the superseded data were derived.
 OZ0535
 OZ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH062759(NAD 83)
 OZ0535_MARKER: DD = SURVEY DISK
 OZ0535_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OZ0535_STAMPING: 3144.77
 OZ0535_MARK LOGO: IDPWD 
 OZ0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0535
 OZ0535  HISTORY     - Date     Condition        Report By
 OZ0535  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0535  HISTORY     - 1941     GOOD             NGS
 OZ0535  HISTORY     - 1983     GOOD             NGS
 OZ0535
 OZ0535                          STATION DESCRIPTION
 OZ0535
 OZ0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OZ0535'IN MOUNTAIN HOME.
 OZ0535'AT MOUNTAIN HOME, ELMORE COUNTY, AT A CONCRETE UNDERPASS, IN THE EAST
 OZ0535'CORNER, 12 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND 4
 OZ0535'FEET HIGHER THAN THE TRACK.  AN IDAHO DEPARTMENT OF PUBLIC WORKS
 OZ0535'STANDARD DISK, STAMPED 3144.77.
 OZ0535
 OZ0535                          STATION RECOVERY (1983)
 OZ0535
 OZ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0535'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MOUNTAIN
 OZ0535'HOME, IN TOP OF AND 0.3 METER (1 FT) NORTHWEST OF THE SOUTHEAST END OF
 OZ0535'THE NORTHEAST CONCRETE GUARDRAIL FOR THE UNION PACIFIC RAILROAD
 OZ0535'OVERPASS OVER THE OLD OREGON TRAIL HIGHWAY, 2.7 METERS (9 FT)
 OZ0535'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACKS.
 OZ0535'THE MARK IS 1.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0001 ***********************************************************************
 OH0001  DESIGNATION -  3148.89
 OH0001  PID         -  OH0001
 OH0001  STATE/COUNTY-  ID/ADA
 OH0001  USGS QUAD   -  BOISE SOUTH (1976)
 OH0001
 OH0001                         *CURRENT SURVEY CONTROL
 OH0001  ___________________________________________________________________
 OH0001* NAD 83(1992)-  43 30 15.53454(N)    116 08 22.01970(W)     ADJUSTED  
 OH0001* NAVD 88     -       960.314  (meters)    3150.63   (feet)  ADJUSTED  
 OH0001  ___________________________________________________________________
 OH0001  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 OH0001  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 OH0001  DYNAMIC HT  -         959.919 (meters)    3149.33  (feet)  COMP
 OH0001  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 OH0001
 OH0001  HORZ ORDER  -  SECOND
 OH0001  VERT ORDER  -  FIRST     CLASS II
 OH0001
 OH0001.The horizontal coordinates were established by classical geodetic methods
 OH0001.and adjusted by the National Geodetic Survey in July 1992..
 OH0001
 OH0001.The orthometric height was determined by differential leveling
 OH0001.and adjusted by the National Geodetic Survey in June 1991..
 OH0001
 OH0001.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0001
 OH0001.The geoid height was determined by GEOID03.
 OH0001
 OH0001.The dynamic height is computed by dividing the NAVD 88
 OH0001.geopotential number by the normal gravity value computed on the
 OH0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0001.degrees latitude (g = 980.6199 gals.).
 OH0001
 OH0001.The modeled gravity was interpolated from observed gravity values.
 OH0001
 OH0001;                    North         East     Units Scale Factor Converg.
 OH0001;SPC ID W     -   204,194.656   768,506.914   MT  0.99994553   -0 16 05.2
 OH0001;UTM  11      - 4,817,180.265   569,565.779   MT  0.99965953   +0 35 32.8
 OH0001
 OH0001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0001!SPC ID W     -   0.99985204  x   0.99994553  =   0.99979758
 OH0001!UTM  11      -   0.99985204  x   0.99965953  =   0.99951162
 OH0001
 OH0001                          SUPERSEDED SURVEY CONTROL
 OH0001
 OH0001  NAD 83(1986)-  43 30 15.53500(N)    116 08 22.01635(W) AD(       ) 2
 OH0001  NAD 27      -  43 30 15.92826(N)    116 08 18.61277(W) AD(       ) 2
 OH0001  NGVD 29 (??/??/92)  959.328  (m)         3147.40   (f) ADJ UNCH    1 2
 OH0001
 OH0001.Superseded values are not recommended for survey control.
 OH0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0001.See file dsdata.txt to determine how the superseded data were derived.
 OH0001
 OH0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6956617180(NAD 83)
 OH0001_MARKER: DB = BENCH MARK DISK
 OH0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0001_STAMPING: BM 3148.89
 OH0001_MARK LOGO: IDPWD 
 OH0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0001+STABILITY: SURFACE MOTION
 OH0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0001+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 OH0001
 OH0001  HISTORY     - Date     Condition        Report By
 OH0001  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0001  HISTORY     - 1972     GOOD             USGS
 OH0001  HISTORY     - 1977     GOOD             NGS
 OH0001  HISTORY     - 1983     GOOD             NGS
 OH0001  HISTORY     - 20000920 GOOD             ORBITE
 OH0001
 OH0001                          STATION DESCRIPTION
 OH0001
 OH0001'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 OH0001'8.05 MI SE FROM BOISE.
 OH0001'8.05 MILES SOUTHEAST ALONG OLD ROUTE OF U.S. HIGHWAY 30 FROM UNION
 OH0001'PACIFIC RAILROAD DEPOT AT BOISE.  2.7 MILES SOUTHEAST OF THE
 OH0001'INTERSECTION OF THE EAST GOWEN ROAD TO THE BARRICADE AT THE END OF
 OH0001'THIS ROAD.  50.3 FEET SOUTHWEST OF THE CENTER LINE OF OLD HIGHWAY, 4
 OH0001'INCHES EAST OF A METAL WITNESS POST, SET IN A SQUARE CONCRETE POST
 OH0001'PROJECTING 6 INCHES ABOVE GROUND.
 OH0001
 OH0001                          STATION RECOVERY (1977)
 OH0001
 OH0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OH0001'REACHED FROM THE WHITNEY BRANCH OF THE BOISE POST OFFICE GO WEST ON
 OH0001'BANK DRIVE FOR 1 BLOCK, TURN LEFT, AND GO SOUTH ON VISTA AVENUE FOR
 OH0001'1.5 MILES TO THE ENTRANCE TO THE FREEWAY, EASTBOUND, TURN LEFT, AND
 OH0001'GO SOUTHEAST ON INTERSTATE 80N FOR 3.5 MILES TO THE OVERPASS OVER
 OH0001'GOWEN ROAD. CONTINUE SOUTHEAST ON THE FREEWAY FOR 2.7 MILES TO THE
 OH0001'MARK ON THE LEFT, 106 FEET EAST OF THE WESTBOUND LANES OF INTERSTATE
 OH0001'80N, 50 FEET WEST OF THE CENTER OF THE OLD ABANDONED ROAD, AND 6 FEET
 OH0001'EAST OF THE RIGHT-OF-WAY FENCE LINE.
 OH0001
 OH0001                          STATION RECOVERY (1983)
 OH0001
 OH0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0001'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 OH0001'HIGHWAY 30 IS NOW FEDERAL WAY.  THE STAMPING IS 50 FT PT 4662+57.8 BM
 OH0001'3148.89.
 OH0001
 OH0001                          STATION RECOVERY (2000)
 OH0001
 OH0001'RECOVERY NOTE BY ORBITECH INC 2000 (SHG)
 OH0001'NOW LOCATED BETWEEN THE WESTBOUND LANES OF I-84 AND THE WESTBOUND OFF
 OH0001'RAMP AT EXIT 59 FOR SOUTH EISENMAN ROAD. THE OLD ABANDONED ROAD
 OH0001'(HIGHWAY 30 / FEDERAL WAY) AND RIGHT-OF-WAY FENCE NO LONGER EXIST IN
 OH0001'THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0017 ***********************************************************************
 QB0017  DESIGNATION -  3172
 QB0017  PID         -  QB0017
 QB0017  STATE/COUNTY-  ID/ADAMS
 QB0017  USGS QUAD   -  FRUITVALE (1986)
 QB0017
 QB0017                         *CURRENT SURVEY CONTROL
 QB0017  ___________________________________________________________________
 QB0017* NAD 83(1986)-  44 51 02.     (N)    116 26 45.     (W)     SCALED    
 QB0017* NAVD 88     -       968.145  (meters)    3176.32   (feet)  ADJUSTED  
 QB0017  ___________________________________________________________________
 QB0017  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 QB0017  DYNAMIC HT  -         967.836 (meters)    3175.31  (feet)  COMP
 QB0017  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 QB0017
 QB0017  VERT ORDER  -  FIRST     CLASS II
 QB0017
 QB0017.The horizontal coordinates were scaled from a topographic map and have
 QB0017.an estimated accuracy of +/- 6 seconds.
 QB0017
 QB0017.The orthometric height was determined by differential leveling
 QB0017.and adjusted by the National Geodetic Survey in June 1991..
 QB0017
 QB0017.The geoid height was determined by GEOID03.
 QB0017
 QB0017.The dynamic height is computed by dividing the NAVD 88
 QB0017.geopotential number by the normal gravity value computed on the
 QB0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0017.degrees latitude (g = 980.6199 gals.).
 QB0017
 QB0017.The modeled gravity was interpolated from observed gravity values.
 QB0017
 QB0017;                    North         East    Units  Estimated Accuracy
 QB0017;SPC ID W     -   353,940.      745,000.      MT  (+/- 180 meters Scaled)
 QB0017
 QB0017                          SUPERSEDED SURVEY CONTROL
 QB0017
 QB0017  NGVD 29 (??/??/92)  967.098  (m)         3172.89   (f) ADJ UNCH    1 2
 QB0017
 QB0017.Superseded values are not recommended for survey control.
 QB0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0017.See file dsdata.txt to determine how the superseded data were derived.
 QB0017
 QB0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK437664(NAD 83)
 QB0017_MARKER: DD = SURVEY DISK
 QB0017_SETTING: 80 = SET IN A BOULDER
 QB0017_SP_SET: BOULDER
 QB0017_STAMPING: 3172 W
 QB0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0017+STABILITY: SURFACE MOTION
 QB0017
 QB0017  HISTORY     - Date     Condition        Report By
 QB0017  HISTORY     - UNK      MONUMENTED       USGS
 QB0017  HISTORY     - 1967     GOOD             NGS
 QB0017  HISTORY     - 1983     GOOD             NGS
 QB0017
 QB0017                          STATION DESCRIPTION
 QB0017
 QB0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0017'9.15 MI N FROM COUNCIL.
 QB0017'REACHED FROM THE POST OFFICE IN COUNCIL BY GOING NORTH ON U.S. HIGHWAY
 QB0017'95 FOR 4.45 MILES TO A Y INTERSECTION, TAKE THE LEFT FORK AND CONTINUE
 QB0017'NORTH AND EAST ON THE MACADAM AND GRAVELED ROAD FOR 4.7 MILES TO THE
 QB0017'OLD RAILROAD DEPOT AT SHARKEY AND THE BENCH MARK 200 FEET SOUTHEAST OF
 QB0017'THE DEPOT, 170 FEET EAST OF THE ROAD AND RAILROAD CROSSING, 170 FEET
 QB0017'SOUTH-SOUTHEAST OF THE GAS PUMP.  120 FEET NORTHEAST OF AN OLD SHACK
 QB0017'ON THE HILL, 53 FEET SOUTH OF THE NEAREST RAIL, 4 FEET SOUTHWEST OF A
 QB0017'PINE TREE WITH A WITNESS SIGN NAILED ON IT AND 6 FEET HIGHER THAN THE
 QB0017'RAILROAD SET IN A 1 1/2 BY 1 1/2 FOOT BOULDER THAT PROJECTS 3 INCHES.
 QB0017
 QB0017                          STATION RECOVERY (1983)
 QB0017
 QB0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0469 ***********************************************************************
 NV0469  DESIGNATION -  318
 NV0469  PID         -  NV0469
 NV0469  STATE/COUNTY-  ID/JEROME
 NV0469  USGS QUAD   -  JEROME (1982)
 NV0469
 NV0469                         *CURRENT SURVEY CONTROL
 NV0469  ___________________________________________________________________
 NV0469* NAD 83(1986)-  42 43 27.     (N)    114 30 53.     (W)     SCALED    
 NV0469* NAVD 88     -      1153.338  (meters)    3783.91   (feet)  ADJUSTED  
 NV0469  ___________________________________________________________________
 NV0469  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 NV0469  DYNAMIC HT  -        1152.735 (meters)    3781.93  (feet)  COMP
 NV0469  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 NV0469
 NV0469  VERT ORDER  -  SECOND    CLASS 0
 NV0469
 NV0469.The horizontal coordinates were scaled from a topographic map and have
 NV0469.an estimated accuracy of +/- 6 seconds.
 NV0469
 NV0469.The orthometric height was determined by differential leveling
 NV0469.and adjusted by the National Geodetic Survey in June 1991..
 NV0469
 NV0469.The geoid height was determined by GEOID03.
 NV0469
 NV0469.The dynamic height is computed by dividing the NAVD 88
 NV0469.geopotential number by the normal gravity value computed on the
 NV0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0469.degrees latitude (g = 980.6199 gals.).
 NV0469
 NV0469.The modeled gravity was interpolated from observed gravity values.
 NV0469
 NV0469;                    North         East    Units  Estimated Accuracy
 NV0469;SPC ID C     -   117,590.      457,840.      MT  (+/- 180 meters Scaled)
 NV0469
 NV0469                          SUPERSEDED SURVEY CONTROL
 NV0469
 NV0469  NGVD 29 (??/??/92) 1152.45   (m)         3781.0    (f) COMPUTED    2 0
 NV0469
 NV0469.Superseded values are not recommended for survey control.
 NV0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0469.See file dsdata.txt to determine how the superseded data were derived.
 NV0469
 NV0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH034331(NAD 83)
 NV0469_MARKER: DD = SURVEY DISK
 NV0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0469_STAMPING: 318
 NV0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0469+STABILITY: SURFACE MOTION
 NV0469
 NV0469  HISTORY     - Date     Condition        Report By
 NV0469  HISTORY     - UNK      MONUMENTED       IDGS
 NV0469  HISTORY     - 1934     GOOD             NGS
 NV0469  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0469
 NV0469                          STATION DESCRIPTION
 NV0469
 NV0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0469'IN JEROME.
 NV0469'AT JEROME, JEROME COUNTY, AT THE NORTHWEST CORNER OF THE CITY PARK, ON
 NV0469'THE SOUTH SIDE OF MAIN STREET, AND 33 FEET SOUTH OF THE CURB.  A STATE
 NV0469'SURVEY STANDARD DISK, STAMPED 318 AND SET IN THE TOP OF A CONCRETE
 NV0469'POST.  NOTE-- THIS MARK MAY HAVE BEEN RESTAMPED F 3478.
 NV0469
 NV0469                          STATION RECOVERY (1978)
 NV0469
 NV0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0225 ***********************************************************************
 RY0225  DESIGNATION -  3184
 RY0225  PID         -  RY0225
 RY0225  STATE/COUNTY-  ID/IDAHO
 RY0225  USGS QUAD   -  CAYUSE JUNCTION (1994)
 RY0225
 RY0225                         *CURRENT SURVEY CONTROL
 RY0225  ___________________________________________________________________
 RY0225* NAD 83(1986)-  46 30 35.     (N)    114 46 45.     (W)     SCALED    
 RY0225* NAVD 88     -      1002.712  (meters)    3289.73   (feet)  ADJUSTED  
 RY0225  ___________________________________________________________________
 RY0225  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 RY0225  DYNAMIC HT  -        1002.506 (meters)    3289.06  (feet)  COMP
 RY0225  MODELED GRAV-     980,375.8   (mgal)                       NAVD 88
 RY0225
 RY0225  VERT ORDER  -  FIRST     CLASS II
 RY0225
 RY0225.The horizontal coordinates were scaled from a topographic map and have
 RY0225.an estimated accuracy of +/- 6 seconds.
 RY0225
 RY0225.The orthometric height was determined by differential leveling
 RY0225.and adjusted by the National Geodetic Survey in June 1991..
 RY0225
 RY0225.The geoid height was determined by GEOID03.
 RY0225
 RY0225.The dynamic height is computed by dividing the NAVD 88
 RY0225.geopotential number by the normal gravity value computed on the
 RY0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0225.degrees latitude (g = 980.6199 gals.).
 RY0225
 RY0225.The modeled gravity was interpolated from observed gravity values.
 RY0225
 RY0225;                    North         East    Units  Estimated Accuracy
 RY0225;SPC ID W     -   538,550.      874,510.      MT  (+/- 180 meters Scaled)
 RY0225
 RY0225                          SUPERSEDED SURVEY CONTROL
 RY0225
 RY0225  NGVD 29 (??/??/92) 1001.573  (m)         3285.99   (f) ADJ UNCH    1 2
 RY0225
 RY0225.Superseded values are not recommended for survey control.
 RY0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0225.See file dsdata.txt to determine how the superseded data were derived.
 RY0225
 RY0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM703530(NAD 83)
 RY0225_MARKER: DD = SURVEY DISK
 RY0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0225_STAMPING: STA 3184 X 37.3 BK
 RY0225_MARK LOGO: IDPWD 
 RY0225_PROJECTION: PROJECTING 15 CENTIMETERS
 RY0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0225+STABILITY: SURFACE MOTION
 RY0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RY0225+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 RY0225
 RY0225  HISTORY     - Date     Condition        Report By
 RY0225  HISTORY     - UNK      MONUMENTED       IDPWD
 RY0225  HISTORY     - 1950     GOOD             NGS
 RY0225  HISTORY     - 1956     GOOD             NGS
 RY0225  HISTORY     - 1980     GOOD             NGS
 RY0225  HISTORY     - 20060913 GOOD             GEOCAC
 RY0225
 RY0225                          STATION DESCRIPTION
 RY0225
 RY0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0225'4.8 MI W FROM POWELL RANGER STATION.
 RY0225'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0225'STATION, THENCE 3.9 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, AT
 RY0225'THE SOUTHEAST END OF A CURVE, 104.5 FEET NORTHEAST OF AND ACROSS THE
 RY0225'HIGHWAY FROM A CONCRETE POST MARKED WITH THE LETTERS AND NUMBERS FAP
 RY0225'F-253- (1), 60 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RY0225'45 FEET SOUTH OF THE SOUTH EDGE OF A SMALL LAKE, 35 1/2 FEET NORTHWEST
 RY0225'OF A 16-INCH PINE TREE MARKED BY A TRIANGULAR BLAZE, 5 FEET LOWER THAN
 RY0225'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 RY0225'ABOVE THE GROUND.
 RY0225
 RY0225                          STATION RECOVERY (1956)
 RY0225
 RY0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0225'RECOVERED IN GOOD CONDITION.
 RY0225
 RY0225                          STATION RECOVERY (1980)
 RY0225
 RY0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0225'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0225'RANGER STATION, THENCE 5.5 KILOMETERS (3.45 MILES) WEST ALONG U.S.
 RY0225'HIGHWAY 12, 0.6 KILOMETER (0.4 MILE)  NORTHEAST OF HIGHWAY MILEPOST
 RY0225'158, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF THE T JUNCTION OF A
 RY0225'PAVED ROAD LEADING SOUTHWEST TO THE WHITE HOUSE CAMPGROUND, 18.4
 RY0225'METERS (60.5 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 31.8
 RY0225'METERS (104 FEET) NORTHEAST ACROSS THE HIGHWAY FROM A CONCRETE
 RY0225'HIGHWAY SURVEY MARKER NUMBER FAP F-253-(1), 15.3 METERS (50.0 FEET)
 RY0225'NORTHWEST OF A 42-INCH DIAMETER CEDAR TREE, 1.1 METERS (3.6 FEET)
 RY0225'SOUTHWEST OF A 12-INCH DIAMETER FIR TREE.
 RY0225'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 RY0225'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 RY0225
 RY0225                          STATION RECOVERY (2006)
 RY0225
 RY0225'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RY0225'THE STATION IS AT THE WHITEHOUSE POND HISTORICAL POINT PULLOUT, AND
 RY0225'ABOUT 36 FEET EAST OF THE EASTERN POST SUPPORTING A SIGN FOR THE
 RY0225'HISTORICAL POINT.  THERE IS NO WITNESS POST.  HANDHLED COORIDNATES ARE
 RY0225'N46-30-34.74 W114-46-46.44.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0149 ***********************************************************************
 OH0149  DESIGNATION -  3193
 OH0149  PID         -  OH0149
 OH0149  STATE/COUNTY-  ID/ADA
 OH0149  USGS QUAD   -  PEARL (1985)
 OH0149
 OH0149                         *CURRENT SURVEY CONTROL
 OH0149  ___________________________________________________________________
 OH0149* NAD 83(1986)-  43 46 00.     (N)    116 15 55.     (W)     SCALED    
 OH0149* NAVD 88     -       974.376  (meters)    3196.77   (feet)  ADJUSTED  
 OH0149  ___________________________________________________________________
 OH0149  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 OH0149  DYNAMIC HT  -         973.993 (meters)    3195.51  (feet)  COMP
 OH0149  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 OH0149
 OH0149  VERT ORDER  -  SECOND    CLASS 0
 OH0149
 OH0149.The horizontal coordinates were scaled from a topographic map and have
 OH0149.an estimated accuracy of +/- 6 seconds.
 OH0149
 OH0149.The orthometric height was determined by differential leveling
 OH0149.and adjusted by the National Geodetic Survey in June 1991..
 OH0149
 OH0149.The geoid height was determined by GEOID03.
 OH0149
 OH0149.The dynamic height is computed by dividing the NAVD 88
 OH0149.geopotential number by the normal gravity value computed on the
 OH0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0149.degrees latitude (g = 980.6199 gals.).
 OH0149
 OH0149.The modeled gravity was interpolated from observed gravity values.
 OH0149
 OH0149;                    North         East    Units  Estimated Accuracy
 OH0149;SPC ID W     -   233,400.      758,510.      MT  (+/- 180 meters Scaled)
 OH0149
 OH0149                          SUPERSEDED SURVEY CONTROL
 OH0149
 OH0149  NGVD 29 (??/??/92)  973.399  (m)         3193.56   (f) ADJ UNCH    2 0
 OH0149
 OH0149.Superseded values are not recommended for survey control.
 OH0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0149.See file dsdata.txt to determine how the superseded data were derived.
 OH0149
 OH0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ591462(NAD 83)
 OH0149_MARKER: DD = SURVEY DISK
 OH0149_SETTING: 0 = UNSPECIFIED SETTING
 OH0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0149
 OH0149  HISTORY     - Date     Condition        Report By
 OH0149  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0149  HISTORY     - 1962     GOOD             NGS
 OH0149
 OH0149                          STATION DESCRIPTION
 OH0149
 OH0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0149'13.5 MI S FROM HORSE SHOE BEND.
 OH0149'REACHED FROM THE POST OFFICE AT HORSE SHOE BEND GO SOUTH ON STATE
 OH0149'HIGHWAY 15 FOR ABOUT 13.5 MILES, THIS IS 1.6 MILES SOUTH OF THE
 OH0149'BOISE-ADA COUNTY LINE, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 OH0149'AND ABOUT THE SAME ELEVATION, 10 FEET EAST OF THE WEST RIGHT OF WAY
 OH0149'FENCE, AND 2 FEET SOUTH OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0604 ***********************************************************************
 SU0604  DESIGNATION -  3197.0 SHANK
 SU0604  PID         -  SU0604
 SU0604  STATE/COUNTY-  ID/SHOSHONE
 SU0604  USGS QUAD   -  BURKE (1996)
 SU0604
 SU0604                         *CURRENT SURVEY CONTROL
 SU0604  ___________________________________________________________________
 SU0604* NAD 83(1986)-  47 30 23.     (N)    115 52 21.     (W)     SCALED    
 SU0604* NAVD 88     -       974.991  (meters)    3198.78   (feet)  ADJUSTED  
 SU0604  ___________________________________________________________________
 SU0604  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 SU0604  DYNAMIC HT  -         974.928 (meters)    3198.58  (feet)  COMP
 SU0604  MODELED GRAV-     980,514.2   (mgal)                       NAVD 88
 SU0604
 SU0604  VERT ORDER  -  SECOND    CLASS 0
 SU0604
 SU0604.The horizontal coordinates were scaled from a topographic map and have
 SU0604.an estimated accuracy of +/- 6 seconds.
 SU0604
 SU0604.The orthometric height was determined by differential leveling
 SU0604.and adjusted by the National Geodetic Survey in June 1991..
 SU0604
 SU0604.The geoid height was determined by GEOID03.
 SU0604
 SU0604.The dynamic height is computed by dividing the NAVD 88
 SU0604.geopotential number by the normal gravity value computed on the
 SU0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0604.degrees latitude (g = 980.6199 gals.).
 SU0604
 SU0604.The modeled gravity was interpolated from observed gravity values.
 SU0604
 SU0604;                    North         East    Units  Estimated Accuracy
 SU0604;SPC ID W     -   648,900.      790,770.      MT  (+/- 180 meters Scaled)
 SU0604
 SU0604                          SUPERSEDED SURVEY CONTROL
 SU0604
 SU0604  NGVD 29 (??/??/92)  973.82   (m)         3194.9    (f) COMPUTED    2 0
 SU0604
 SU0604.Superseded values are not recommended for survey control.
 SU0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0604.See file dsdata.txt to determine how the superseded data were derived.
 SU0604
 SU0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN849620(NAD 83)
 SU0604_MARKER: Z = SEE DESCRIPTION
 SU0604_SETTING: 80 = SET IN A BOULDER
 SU0604_SP_SET: BOULDER
 SU0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0604+STABILITY: SURFACE MOTION
 SU0604
 SU0604  HISTORY     - Date     Condition        Report By
 SU0604  HISTORY     - UNK      MONUMENTED       USGS
 SU0604  HISTORY     - 1952     GOOD             NGS
 SU0604
 SU0604                          STATION DESCRIPTION
 SU0604
 SU0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SU0604'3.2 MI W FROM BURKE.
 SU0604'3.2 MILES WEST ALONG STATE HIGHWAY 4 FROM THE UNION PACIFIC RAILROAD
 SU0604'STATION AT BURKE, SHOSHONE COUNTY, AT A Y JUNCTION OF AN OLD ROAD
 SU0604'LEADING WEST OVER THE MOUNTAIN, IN THE TOP OF A 5- BY- 6 FOOT GRANITE
 SU0604'BOULDER PROJECTING 3.0 FEET ABOVE THE SURFACE OF THE GROUND.  THE TOP
 SU0604'OF THE ALUMINUM SHANK OF A DISK ORIGINALLY MARKED U.S. GEOLOGICAL
 SU0604'SURVEY BENCH MARK 3197.0, 40.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 SU0604'JUNCTION, NORTHEAST SIDE OF A PRIVATE GARAGE, 11.2 FOOT SOUTHWEST OF
 SU0604'THE SOUTHWEST FACE OF A SMALL WOODEN FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0401 ***********************************************************************
 QZ0401  DESIGNATION -  32 A
 QZ0401  PID         -  QZ0401
 QZ0401  STATE/COUNTY-  ID/IDAHO
 QZ0401  USGS QUAD   -  PILOT PEAK (1969)
 QZ0401
 QZ0401                         *CURRENT SURVEY CONTROL
 QZ0401  ___________________________________________________________________
 QZ0401* NAD 83(1986)-  45 12 36.     (N)    115 33 20.     (W)     SCALED    
 QZ0401* NAVD 88     -       885.015  (meters)    2903.59   (feet)  ADJUSTED  
 QZ0401  ___________________________________________________________________
 QZ0401  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 QZ0401  DYNAMIC HT  -         884.573 (meters)    2902.14  (feet)  COMP
 QZ0401  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 QZ0401
 QZ0401  VERT ORDER  -  SECOND    CLASS 0
 QZ0401
 QZ0401.The horizontal coordinates were scaled from a topographic map and have
 QZ0401.an estimated accuracy of +/- 6 seconds.
 QZ0401
 QZ0401.The orthometric height was determined by differential leveling
 QZ0401.and adjusted by the National Geodetic Survey in June 1991..
 QZ0401
 QZ0401.The geoid height was determined by GEOID03.
 QZ0401
 QZ0401.The dynamic height is computed by dividing the NAVD 88
 QZ0401.geopotential number by the normal gravity value computed on the
 QZ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0401.degrees latitude (g = 980.6199 gals.).
 QZ0401
 QZ0401.The modeled gravity was interpolated from observed gravity values.
 QZ0401
 QZ0401;                    North         East    Units  Estimated Accuracy
 QZ0401;SPC ID W     -   393,660.      815,270.      MT  (+/- 180 meters Scaled)
 QZ0401
 QZ0401                          SUPERSEDED SURVEY CONTROL
 QZ0401
 QZ0401  NGVD 29 (??/??/92)  883.763  (m)         2899.48   (f) ADJ UNCH    2 0
 QZ0401
 QZ0401.Superseded values are not recommended for survey control.
 QZ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0401.See file dsdata.txt to determine how the superseded data were derived.
 QZ0401
 QZ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL134072(NAD 83)
 QZ0401_MARKER: DD = SURVEY DISK
 QZ0401_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0401_SP_SET: ROCK OUTCROP
 QZ0401_STAMPING: 32 A 1939
 QZ0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0401+STABILITY: POSITION/ELEVATION WELL
 QZ0401
 QZ0401  HISTORY     - Date     Condition        Report By
 QZ0401  HISTORY     - 1939     MONUMENTED       USGS
 QZ0401  HISTORY     - 1948     GOOD             NGS
 QZ0401
 QZ0401                          STATION DESCRIPTION
 QZ0401
 QZ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QZ0401'3.4 MI N FROM SOUTH FORK GUARD STATION.
 QZ0401'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0401'STATION, THENCE 1.4 MILES NORTH ALONG THE SOUTH FORK TRAIL, ABOUT 0.2
 QZ0401'MILE NORTH OF THE REMAINS OF A LOG CABIN, AT A SMALL CLEARING, 7.5
 QZ0401'FEET WEST OF THE CENTER LINE OF THE TRAIL, 4.0 FEET NORTH OF THE NORTH
 QZ0401'ONE OF A GROUP OF SMALL PINE TREES, SET IN THE TOP OF A GRANITE ROCK
 QZ0401'OUTCROP PROJECTING 2.0 FEET ABOVE THE GROUND AND ABOUT 3 FEET ABOVE
 QZ0401'THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0686 ***********************************************************************
 OY0686  DESIGNATION -  32 A
 OY0686  PID         -  OY0686
 OY0686  STATE/COUNTY-  ID/BLAINE
 OY0686  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0686
 OY0686                         *CURRENT SURVEY CONTROL
 OY0686  ___________________________________________________________________
 OY0686* NAD 83(1986)-  43 22 43.     (N)    113 43 23.     (W)     SCALED    
 OY0686* NAVD 88     -      1576.467  (meters)    5172.13   (feet)  ADJUSTED  
 OY0686  ___________________________________________________________________
 OY0686  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 OY0686  DYNAMIC HT  -        1575.578 (meters)    5169.21  (feet)  COMP
 OY0686  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 OY0686
 OY0686  VERT ORDER  -  SECOND    CLASS 0
 OY0686
 OY0686.The horizontal coordinates were scaled from a topographic map and have
 OY0686.an estimated accuracy of +/- 6 seconds.
 OY0686
 OY0686.The orthometric height was determined by differential leveling
 OY0686.and adjusted by the National Geodetic Survey in June 1991..
 OY0686
 OY0686.The geoid height was determined by GEOID03.
 OY0686
 OY0686.The dynamic height is computed by dividing the NAVD 88
 OY0686.geopotential number by the normal gravity value computed on the
 OY0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0686.degrees latitude (g = 980.6199 gals.).
 OY0686
 OY0686.The modeled gravity was interpolated from observed gravity values.
 OY0686
 OY0686;                    North         East    Units  Estimated Accuracy
 OY0686;SPC ID C     -   190,200.      522,440.      MT  (+/- 180 meters Scaled)
 OY0686
 OY0686                          SUPERSEDED SURVEY CONTROL
 OY0686
 OY0686  NGVD 29 (??/??/92) 1575.397  (m)         5168.61   (f) ADJ UNCH    2 0
 OY0686
 OY0686.Superseded values are not recommended for survey control.
 OY0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0686.See file dsdata.txt to determine how the superseded data were derived.
 OY0686
 OY0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP794064(NAD 83)
 OY0686_MARKER: DD = SURVEY DISK
 OY0686_SETTING: 66 = SET IN ROCK OUTCROP
 OY0686_SP_SET: ROCK OUTCROP
 OY0686_STAMPING: 32 A 1932
 OY0686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0686+STABILITY: POSITION/ELEVATION WELL
 OY0686
 OY0686  HISTORY     - Date     Condition        Report By
 OY0686  HISTORY     - 1932     MONUMENTED       USGS
 OY0686  HISTORY     - 1958     GOOD             NGS
 OY0686  HISTORY     - 1978     GOOD             NGS
 OY0686
 OY0686                          STATION DESCRIPTION
 OY0686
 OY0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0686'13.75 MI NE FROM CAREY.
 OY0686'13.75 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0686'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, 104 FEET NORTH OF THE
 OY0686'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING NORTH ALONG THE WEST
 OY0686'SIDE OF A LAVA LAKE, IN THE TOP OF A LARGE FLAT LAVA OUTCROP FLUSH
 OY0686'WITH THE GROUND, 48 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 OY0686'HIGHWAY, 30 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2
 OY0686'FEET LOWER THAN THE HIGHWAY.
 OY0686
 OY0686                          STATION RECOVERY (1978)
 OY0686
 OY0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OY0686'REACHED FROM THE CAREY POST OFFICE BY GOING NORTHEAST ON U.S.
 OY0686'HIGHWAYS 20, 26, AND 93 FOR 13.1 MILES TO MILEPOST 218, AND A
 OY0686'GRAVELED SIDE ROAD AND THE BENCH MARK ON THE LEFT, 51 FEET NORTH OF
 OY0686'THE CENTER OF THE HIGHWAY, 35 FEET EAST OF THE CENTER OF A GRAVELED
 OY0686'ROAD NORTH ALONG THE WEST SIDE OF A SMALL LAKE, AND 2-FEET LOWER THAN
 OY0686'THE HIGHWAY CEMENTED IN A DRILL HOLE IN A FLAT LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0687 ***********************************************************************
 OY0687  DESIGNATION -  32 A RM
 OY0687  PID         -  OY0687
 OY0687  STATE/COUNTY-  ID/BLAINE
 OY0687  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0687
 OY0687                         *CURRENT SURVEY CONTROL
 OY0687  ___________________________________________________________________
 OY0687* NAD 83(1986)-  43 22 43.     (N)    113 43 23.     (W)     SCALED    
 OY0687* NAVD 88     -      1576.288  (meters)    5171.54   (feet)  ADJUSTED  
 OY0687  ___________________________________________________________________
 OY0687  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 OY0687  DYNAMIC HT  -        1575.399 (meters)    5168.62  (feet)  COMP
 OY0687  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 OY0687
 OY0687  VERT ORDER  -  SECOND    CLASS 0
 OY0687
 OY0687.The horizontal coordinates were scaled from a topographic map and have
 OY0687.an estimated accuracy of +/- 6 seconds.
 OY0687
 OY0687.The orthometric height was determined by differential leveling
 OY0687.and adjusted by the National Geodetic Survey in June 1991..
 OY0687
 OY0687.The geoid height was determined by GEOID03.
 OY0687
 OY0687.The dynamic height is computed by dividing the NAVD 88
 OY0687.geopotential number by the normal gravity value computed on the
 OY0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0687.degrees latitude (g = 980.6199 gals.).
 OY0687
 OY0687.The modeled gravity was interpolated from observed gravity values.
 OY0687
 OY0687;                    North         East    Units  Estimated Accuracy
 OY0687;SPC ID C     -   190,200.      522,440.      MT  (+/- 180 meters Scaled)
 OY0687
 OY0687                          SUPERSEDED SURVEY CONTROL
 OY0687
 OY0687  NGVD 29 (??/??/92) 1575.218  (m)         5168.03   (f) ADJ UNCH    2 0
 OY0687
 OY0687.Superseded values are not recommended for survey control.
 OY0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0687.See file dsdata.txt to determine how the superseded data were derived.
 OY0687
 OY0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP794064(NAD 83)
 OY0687_MARKER: N = NAIL
 OY0687_SETTING: 66 = SET IN ROCK OUTCROP
 OY0687_SP_SET: ROCK OUTCROP
 OY0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0687+STABILITY: POSITION/ELEVATION WELL
 OY0687
 OY0687  HISTORY     - Date     Condition        Report By
 OY0687  HISTORY     - UNK      MONUMENTED       USGS
 OY0687  HISTORY     - 1958     GOOD             NGS
 OY0687  HISTORY     - 1978     GOOD             NGS
 OY0687
 OY0687                          STATION DESCRIPTION
 OY0687
 OY0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0687'13.75 MI NE FROM CARAY.
 OY0687'13.75 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0687'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, AT THE JUNCTION OF A DIRT
 OY0687'ROAD LEADING NORTH ALONG THE WEST SIDE OF A LAVA, LAKE, IN THE TOP OF
 OY0687'A LARGE FLAT LAVA OUTCROP FLUSH WITH THE GROUND, 51 1/2 FEET NORTHWEST
 OY0687'OF THE CENTER LINE OF THE HIGHWAY, 16.34 FEET NORTH-NORTHEAST OF BENCH
 OY0687'MARK 32 A (USGS), AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 OY0687
 OY0687                          STATION RECOVERY (1978)
 OY0687
 OY0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OY0687'REACHED FROM THE CAREY POST OFFICE BY GOING NORTHEAST ON U.S.
 OY0687'HIGHWAYS 20, 26, AND 93 FOR 13.1 MILES TO MILEPOST 218, A GRAVELED
 OY0687'SIDE ROAD, AND THE BENCH MARK ON THE LEFT, 61 FEET NORTH OF THE
 OY0687'CENTER OF THE HIGHWAY, 41 FEET EAST OF THE CENTER OF THE GRAVELED
 OY0687'SIDE ROAD NORTH ALONG THE WEST SIDE OF A SMALL LAKE, 16 FEET
 OY0687'NORTH-NORTHEAST OF BENCH MARK 32 A USGS, AND 2 FEET LOWER THAN THE
 OY0687'HIGHWAY, A COPPER NAIL AND WASHER IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0501 ***********************************************************************
 NW0501  DESIGNATION -  32 EMH
 NW0501  PID         -  NW0501
 NW0501  STATE/COUNTY-  ID/OWYHEE
 NW0501  USGS QUAD   -  CRAB SPRING BUTTE (1972)
 NW0501
 NW0501                         *CURRENT SURVEY CONTROL
 NW0501  ___________________________________________________________________
 NW0501* NAD 83(1986)-  42 31 51.     (N)    116 20 43.     (W)     SCALED    
 NW0501* NAVD 88     -      1754.616  (meters)    5756.60   (feet)  POSTED    
 NW0501  ___________________________________________________________________
 NW0501  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 NW0501  DYNAMIC HT  -        1753.420 (meters)    5752.68  (feet)  COMP
 NW0501  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 NW0501
 NW0501  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0501
 NW0501.The horizontal coordinates were scaled from a topographic map and have
 NW0501.an estimated accuracy of +/- 6 seconds.
 NW0501
 NW0501.The orthometric height was determined by differential leveling
 NW0501.and adjusted by the National Geodetic Survey in 1992..
 NW0501.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0501.rate of 0.0 thru 1.0 mm/km.
 NW0501
 NW0501.The geoid height was determined by GEOID03.
 NW0501
 NW0501.The dynamic height is computed by dividing the NAVD 88
 NW0501.geopotential number by the normal gravity value computed on the
 NW0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0501.degrees latitude (g = 980.6199 gals.).
 NW0501
 NW0501.The modeled gravity was interpolated from observed gravity values.
 NW0501
 NW0501;                    North         East    Units  Estimated Accuracy
 NW0501;SPC ID W     -    96,150.      751,100.      MT  (+/- 180 meters Scaled)
 NW0501
 NW0501                          SUPERSEDED SURVEY CONTROL
 NW0501
 NW0501.No superseded survey control is available for this station.
 NW0501
 NW0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH537089(NAD 83)
 NW0501_MARKER: DD = SURVEY DISK
 NW0501_SETTING: 66 = SET IN ROCK OUTCROP
 NW0501_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0501_STAMPING: 32 EMH 1972 5753
 NW0501_MARK LOGO: USGS  
 NW0501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0501+STABILITY: POSITION/ELEVATION WELL
 NW0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0501+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0501
 NW0501  HISTORY     - Date     Condition        Report By
 NW0501  HISTORY     - 1972     MONUMENTED       USGS
 NW0501
 NW0501                          STATION DESCRIPTION
 NW0501
 NW0501'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0501'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0501'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0501'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0501'TRACK ROAD, THENCE 8.9 MILES SOUTHEAST ALONG TRACK ROAD, 4.25 MILES
 NW0501'NORTHWEST OF UPPER BATTLE CREEK CROSSING, 0.2 MILES NORTH OF BATTLE
 NW0501'CREEK RANCH, AT THE JUNCTION OF A ROAD FORK SOUTHWEST, 53 FEET NORTH
 NW0501'AND 35 FEET WEST AND ABOUT 2 FEET HIGHER THAN THE JUNCTION, SET IN A
 NW0501'ROCK OUTCROP PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0458 ***********************************************************************
 NW0458  DESIGNATION -  32 FMK
 NW0458  PID         -  NW0458
 NW0458  STATE/COUNTY-  ID/OWYHEE
 NW0458  USGS QUAD   -  TOY PASS (1990)
 NW0458
 NW0458                         *CURRENT SURVEY CONTROL
 NW0458  ___________________________________________________________________
 NW0458* NAD 83(1986)-  42 52 58.     (N)    116 34 17.     (W)     SCALED    
 NW0458* NAVD 88     -      1707.135  (meters)    5600.83   (feet)  POSTED    
 NW0458  ___________________________________________________________________
 NW0458  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0458  DYNAMIC HT  -        1706.060 (meters)    5597.30  (feet)  COMP
 NW0458  MODELED GRAV-     979,928.9   (mgal)                       NAVD 88
 NW0458
 NW0458  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0458
 NW0458.The horizontal coordinates were scaled from a topographic map and have
 NW0458.an estimated accuracy of +/- 6 seconds.
 NW0458
 NW0458.The orthometric height was determined by differential leveling
 NW0458.and adjusted by the National Geodetic Survey in 1992..
 NW0458.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0458.rate of 1.1 thru 2.0 mm/km.
 NW0458
 NW0458.The geoid height was determined by GEOID03.
 NW0458
 NW0458.The dynamic height is computed by dividing the NAVD 88
 NW0458.geopotential number by the normal gravity value computed on the
 NW0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0458.degrees latitude (g = 980.6199 gals.).
 NW0458
 NW0458.The modeled gravity was interpolated from observed gravity values.
 NW0458
 NW0458;                    North         East    Units  Estimated Accuracy
 NW0458;SPC ID W     -   135,400.      732,900.      MT  (+/- 180 meters Scaled)
 NW0458
 NW0458                          SUPERSEDED SURVEY CONTROL
 NW0458
 NW0458.No superseded survey control is available for this station.
 NW0458
 NW0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH350478(NAD 83)
 NW0458_MARKER: DD = SURVEY DISK
 NW0458_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0458_SP_SET: PREFAB CONC. POST IN EARTH
 NW0458_STAMPING: 32 FMK 1964
 NW0458_MARK LOGO: USGS  
 NW0458_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0458+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0458
 NW0458  HISTORY     - Date     Condition        Report By
 NW0458  HISTORY     - 1964     MONUMENTED       USGS
 NW0458
 NW0458                          STATION DESCRIPTION
 NW0458
 NW0458'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0458'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0458'COUNTY ROAD, THENCE 16.2 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0458'ROAD, ON TOP OF A RIDGE, 37 FEET WEST AND 18 INCHES ABOVE THE ROAD, 6
 NW0458'FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1096 ***********************************************************************
 OY1096  FBN         -  This is a Federal Base Network Control Station.
 OY1096  DESIGNATION -  32 FMK
 OY1096  PID         -  OY1096
 OY1096  STATE/COUNTY-  ID/BLAINE
 OY1096  USGS QUAD   -  LITTLE PARK (1972)
 OY1096
 OY1096                         *CURRENT SURVEY CONTROL
 OY1096  ___________________________________________________________________
 OY1096* NAD 83(1999)-  43 17 32.78374(N)    113 40 37.85351(W)     ADJUSTED  
 OY1096* NAVD 88     -      1543.2    (meters)    5063.     (feet)  GPS OBS   
 OY1096  ___________________________________________________________________
 OY1096  X           -  -1,867,702.367 (meters)                     COMP
 OY1096  Y           -  -4,259,352.899 (meters)                     COMP
 OY1096  Z           -   4,352,255.250 (meters)                     COMP
 OY1096  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 OY1096  ELLIP HEIGHT-        1530.28  (meters)          (09/01/00) GPS OBS
 OY1096  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 OY1096
 OY1096  HORZ ORDER  -  A
 OY1096  ELLP ORDER  -  THIRD     CLASS I
 OY1096
 OY1096.The horizontal coordinates were established by GPS observations
 OY1096.and adjusted by the National Geodetic Survey in September 2000..
 OY1096.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY1096.DATUM ITEM on the data sheet items page.
 OY1096
 OY1096.The orthometric height was determined by GPS observations and a
 OY1096.high-resolution geoid model.
 OY1096
 OY1096.Photographs are available for this station.
 OY1096
 OY1096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY1096
 OY1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY1096
 OY1096.The ellipsoidal height was determined by GPS observations
 OY1096.and is referenced to NAD 83.
 OY1096
 OY1096.The geoid height was determined by GEOID03.
 OY1096
 OY1096;                    North         East     Units Scale Factor Converg.
 OY1096;SPC ID C     -   180,636.240   526,196.379   MT  0.99995581   +0 13 16.9
 OY1096;UTM  12      - 4,796,771.206   282,820.242   MT  1.00018025   -1 50 11.5
 OY1096
 OY1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY1096!SPC ID C     -   0.99976008  x   0.99995581  =   0.99971590
 OY1096!UTM  12      -   0.99976008  x   1.00018025  =   0.99994029
 OY1096
 OY1096                          SUPERSEDED SURVEY CONTROL
 OY1096
 OY1096  NAD 83(1992)-  43 17 32.78329(N)    113 40 37.84957(W) AD(       ) B
 OY1096  ELLIP H (05/15/92) 1530.39   (m)                       GP(       ) 4 2
 OY1096  NAD 83(1986)-  43 17 32.77720(N)    113 40 37.83661(W) AD(       ) 1
 OY1096  NGVD 29 (05/10/91) 1542.2    (m)         5060.     (f) GPS OBS        
 OY1096
 OY1096.Superseded values are not recommended for survey control.
 OY1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1096.See file dsdata.txt to determine how the superseded data were derived.
 OY1096
 OY1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN8282096771(NAD 83)
 OY1096_MARKER: DD = SURVEY DISK
 OY1096_SETTING: 66 = SET IN ROCK OUTCROP
 OY1096_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OY1096_STAMPING: 5060 32 FMK 1972
 OY1096_MARK LOGO: USGS  
 OY1096_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1096+STABILITY: POSITION/ELEVATION WELL
 OY1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1096+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 OY1096
 OY1096  HISTORY     - Date     Condition        Report By
 OY1096  HISTORY     - 1972     MONUMENTED       USGS
 OY1096  HISTORY     - 19900919 GOOD             NGS
 OY1096  HISTORY     - 19960822 GOOD             NGS
 OY1096  HISTORY     - 19990514 GOOD             NGS
 OY1096  HISTORY     - 20050619 GOOD             DJC
 OY1096
 OY1096                          STATION DESCRIPTION
 OY1096
 OY1096'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 OY1096'FROM SOUTH PARK WELL, IDAHO PROCEED 12.1 MILES NORTH ALONG A DIRT
 OY1096'ROAD TOWARD U S HIGHWAY 93A AND CAREY, 83 FEET NORTH OF THE
 OY1096'CENTERLINE OF THE ROAD, 2 FEET EAST OF A WITNESS POST, IN ROCK
 OY1096'OUTCROP.
 OY1096
 OY1096                          STATION RECOVERY (1990)
 OY1096
 OY1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY1096'THE STATION IS LOCATED ABOUT 19.3 KM (11.99 MI) SOUTH-SOUTHEAST OF
 OY1096'CAREY AND 20.9 KM (12.99 MI) SOUTHWEST OF THE CRATERS OF THE MOON
 OY1096'INFORMATION CENTER IN AN AREA CALLED PADDELFORD FLAT.
 OY1096'OWNERSHIP--UNKNOWN.
 OY1096'TO REACH THE STATION FROM THE POST OFFICE IN CAREY, GO NORTH AND EAST
 OY1096'ON U.S. HIGHWAYS 20, 26 AND 93 FOR 7.89 KM (4.90 MI) TO A SIDE ROAD
 OY1096'ON THE RIGHT --CAREY KIMAMA DESERT ROAD--.  TURN RIGHT AND GO EAST ON
 OY1096'A GRAVEL ROAD FOR 2.96 KM (1.84 MI) TO A FORK.  TAKE THE RIGHT FORK
 OY1096'AND GO SOUTHEAST ON A MAIN TRAVELED GRAVEL ROAD FOR 3.14 KM
 OY1096'(1.95 MI) TO A BLM SIGN --PADDELFORD FLAT--.  CONTINUE EASTERLY ON
 OY1096'THE GRAVEL ROAD FOR 1.67 KM (1.04 MI) TO A FORK.  TAKE THE LEFT FORK
 OY1096'AND GO SOUTHEAST ON THE MAIN TRAVELED GRAVEL ROAD FOR 7.16 KM
 OY1096'(4.45 MI) TO A CATTLE GUARD.  CONTINUE EASTERLY ALONG THE GRAVEL ROAD
 OY1096'FOR 4.02 KM (2.50 MI) TO THE MARK ON THE LEFT AT THE BASE OF A
 OY1096'PROMINENT PORTION OF OUTCROP.
 OY1096'THE STATION MARK IS SET 26.7 M (87.60 FT) NORTH OF THE CENTER OF THE
 OY1096'ROAD, 1.2 M (3.94 FT) EAST OF A WITNESS POST AND IN A DRILL HOLE IN A
 OY1096'SMALL EXPOSED PORTION OF OUTCROP PROJECTING ABOUT 0.15 M (0.49 FT)
 OY1096'ABOVE THE GROUND SURFACE.
 OY1096
 OY1096                          STATION RECOVERY (1996)
 OY1096
 OY1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 OY1096'RECOVERED AS DESCRIBED BY R.W.  DANIEL.
 OY1096
 OY1096                          STATION RECOVERY (1999)
 OY1096
 OY1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OY1096'THE STATION IS LOCATED ABOUT 19.32 KM (12.00 MI) EAST-SOUTHEAST OF
 OY1096'CAREY AND 20.92 KM (13.00 MI) SOUTHWEST OF THE CRATERS OF THE MOON
 OY1096'INFORMATION CENTER LOCATED IN AN AREA CALLED PADDELFORD FLAT.
 OY1096'OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE JUNCTION OF US
 OY1096'HIGHWAY 20 WEST AND COMBINED US HIGHWAYS 93, 20 AND 26 ON THE
 OY1096'SOUTHWEST SIDE OF CAREY, GO NORTHEAST ON COMBINED HIGHWAYS 93, 20 AND
 OY1096'26 FOR 8.53 KM (5.30 MI) TO THE JUNCTION OF A GRAVEL ROAD, CAREY
 OY1096'KIMAMA DESERT ROAD (NO ROAD SIGN) AT MILEPOST 209.6.  TURN RIGHT, EAST
 OY1096'ON THE GRAVEL ROAD FOR 2.98 KM (1.85 MI) TO A FORK.  TAKE THE RIGHT
 OY1096'FORK AND GO SOUTHEAST ON THE ROAD FOR 4.83 KM (3.00 MI) TO THE
 OY1096'JUNCTION OF A DIRT ROAD ON THE RIGHT WITH HIGHWAY MILEAGE SIGN ON THE
 OY1096'LEFT --CAREY 9, LAIDLAW PARK 9, KIMAMA 35--.  CONTINUE AHEAD SOUTHEAST
 OY1096'ON THE MAIN TRAVELED ROAD FOR 7.16 KM (4.45 MI) TO A CATTLE GUARD.
 OY1096'CONTINUE AHEAD EASTERLY ON THE ROAD FOR 4.02 KM (2.50 MI) TO THE
 OY1096'STATION ON THE LEFT ON THE SOUTH SIDE OF THE BASE OF A PROMINENT ROCK
 OY1096'OUTCROP.  THE STATION IS SET IN A DRILL HOLE IN ROCK OUTCROP
 OY1096'PROJECTING 15 CM ABOVE GROUND.  LOCATED 26.67 M (87.50 FT) NORTH OF
 OY1096'THE CENTER OF THE ROAD AND 1.22 M (4.00 FT) EAST OF A FIBERGLASS
 OY1096'WITNESS POST.
 OY1096
 OY1096                          STATION RECOVERY (2005)
 OY1096
 OY1096'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 OY1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1215 ***********************************************************************
 OY1215  DESIGNATION -  32 FMK
 OY1215  PID         -  OY1215
 OY1215  STATE/COUNTY-  ID/BUTTE
 OY1215  USGS QUAD   -  LITTLE BUTTE SW (1973)
 OY1215
 OY1215                         *CURRENT SURVEY CONTROL
 OY1215  ___________________________________________________________________
 OY1215* NAD 83(1986)-  43 31 32.     (N)    112 43 27.     (W)     SCALED    
 OY1215* NAVD 88     -      1605.641  (meters)    5267.84   (feet)  ADJUSTED  
 OY1215  ___________________________________________________________________
 OY1215  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 OY1215  DYNAMIC HT  -        1604.759 (meters)    5264.95  (feet)  COMP
 OY1215  MODELED GRAV-     980,013.4   (mgal)                       NAVD 88
 OY1215
 OY1215  VERT ORDER  -  FIRST     CLASS II
 OY1215
 OY1215.The horizontal coordinates were scaled from a topographic map and have
 OY1215.an estimated accuracy of +/- 6 seconds.
 OY1215
 OY1215.The orthometric height was determined by differential leveling
 OY1215.and adjusted by the National Geodetic Survey in December 1992..
 OY1215
 OY1215.The geoid height was determined by GEOID03.
 OY1215
 OY1215.The dynamic height is computed by dividing the NAVD 88
 OY1215.geopotential number by the normal gravity value computed on the
 OY1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1215.degrees latitude (g = 980.6199 gals.).
 OY1215
 OY1215.The modeled gravity was interpolated from observed gravity values.
 OY1215
 OY1215;                    North         East    Units  Estimated Accuracy
 OY1215;SPC ID C     -   207,270.      603,140.      MT  (+/- 180 meters Scaled)
 OY1215
 OY1215                          SUPERSEDED SURVEY CONTROL
 OY1215
 OY1215  NGVD 29 (08/20/92) 1604.553  (m)         5264.27   (f) ADJUSTED    1 2
 OY1215
 OY1215.Superseded values are not recommended for survey control.
 OY1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1215.See file dsdata.txt to determine how the superseded data were derived.
 OY1215
 OY1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP606206(NAD 83)
 OY1215_MARKER: DE = TRAVERSE STATION DISK
 OY1215_SETTING: 66 = SET IN ROCK OUTCROP
 OY1215_SP_SET: BEDROCK
 OY1215_STAMPING: 32 FMK 1973 5264
 OY1215_MARK LOGO: USGS  
 OY1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1215+STABILITY: POSITION/ELEVATION WELL
 OY1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1215+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1215
 OY1215  HISTORY     - Date     Condition        Report By
 OY1215  HISTORY     - 1973     MONUMENTED       USGS
 OY1215  HISTORY     - 19920531 GOOD             NGS
 OY1215
 OY1215                          STATION DESCRIPTION
 OY1215
 OY1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1215'51.6 KM (32.05 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1215'OF U.S. HIGHWAY 93 IN ARCO, NEAR THE CENTER OF A 2 BY 3-FOOT AREA OF
 OY1215'EXPOSED BEDROCK NEAR THE WEST END OF A HIGHWAY CUT, 8.9 M (29.2 FT)
 OY1215'SOUTH OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) NORTH OF A WITNESS
 OY1215'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0850 ***********************************************************************
 OZ0850  DESIGNATION -  32 LC
 OZ0850  PID         -  OZ0850
 OZ0850  STATE/COUNTY-  ID/CAMAS
 OZ0850  USGS QUAD   -  MAGIC RESERVOIR WEST (1986)
 OZ0850
 OZ0850                         *CURRENT SURVEY CONTROL
 OZ0850  ___________________________________________________________________
 OZ0850* NAD 83(1992)-  43 17 43.28213(N)    114 28 31.65692(W)     ADJUSTED  
 OZ0850* NAVD 88     -      1535.32   (+/-2cm)    5037.1    (feet)  VERTCON   
 OZ0850  ___________________________________________________________________
 OZ0850  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 OZ0850  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 OZ0850
 OZ0850  HORZ ORDER  -  THIRD
 OZ0850  VERT ORDER  -  THIRD ? (See Below)
 OZ0850
 OZ0850.The horizontal coordinates were established by classical geodetic methods
 OZ0850.and adjusted by the National Geodetic Survey in July 1992..
 OZ0850
 OZ0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0850.The vertical order pertains to the NGVD 29 superseded value.
 OZ0850
 OZ0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0850
 OZ0850.The geoid height was determined by GEOID03.
 OZ0850
 OZ0850;                    North         East     Units Scale Factor Converg.
 OZ0850;SPC ID C     -   181,019.382   461,418.729   MT  0.99996567   -0 19 33.8
 OZ0850;UTM  11      - 4,796,709.360   704,786.774   MT  1.00011591   +1 43 54.6
 OZ0850
 OZ0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0850!SPC ID C     -   0.99976146  x   0.99996567  =   0.99972714
 OZ0850!UTM  11      -   0.99976146  x   1.00011591  =   0.99987735
 OZ0850
 OZ0850:                Primary Azimuth Mark                     Grid Az
 OZ0850:SPC ID C     -  MAGIC                                    174 10 07.3
 OZ0850:UTM  11      -  MAGIC                                    172 06 38.9
 OZ0850
 OZ0850|---------------------------------------------------------------------|
 OZ0850| PID    Reference Object                     Distance      Geod. Az  |
 OZ0850|                                                           dddmmss.s |
 OZ0850| OZ0872 MAGIC                               APPROX. 4.6 KM 1735033.5 |
 OZ0850|---------------------------------------------------------------------|
 OZ0850
 OZ0850                          SUPERSEDED SURVEY CONTROL
 OZ0850
 OZ0850  NAD 83(1986)-  43 17 43.27903(N)    114 28 31.65288(W) AD(       ) 3
 OZ0850  NGVD 29 (01/23/89) 1534.27   (m)         5033.7    (f) LEVELING    3  
 OZ0850
 OZ0850.Superseded values are not recommended for survey control.
 OZ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0850.See file dsdata.txt to determine how the superseded data were derived.
 OZ0850
 OZ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0478796709(NAD 83)
 OZ0850_MARKER: DB = BENCH MARK DISK
 OZ0850_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0850_SP_SET: SET IN ROCK OUTCROP
 OZ0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0850+STABILITY: POSITION/ELEVATION WELL
 OZ0850
 OZ0850  HISTORY     - Date     Condition        Report By
 OZ0850  HISTORY     - 1956     MONUMENTED       USGS
 OZ0850
 OZ0850                          STATION DESCRIPTION
 OZ0850
 OZ0850'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ0850'FAIRFIELD POST OFFICE, 9.2 MI. E., THENCE 7.8 MI. SE. FROM ALONG DIRT
 OZ0850'RD. TOWARD MAGIC DAM, AT SUMMIT OF HILL, NEAR CENTER OF SOLID ROCK
 OZ0850'KNOLL, 50 FT. N. OF CENTER OF RD., IN ROCK, STANDARD TABLET STAMPED
 OZ0850'---32 LC 1956 5034---.
 OZ0850'
 OZ0850'STATION MARK--STANDARD BENCH MARK TABLET STAMPED---32 LC 1956
 OZ0850'5034---, SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0558 ***********************************************************************
 NW0558  DESIGNATION -  32 MDC
 NW0558  PID         -  NW0558
 NW0558  STATE/COUNTY-  ID/OWYHEE
 NW0558  USGS QUAD   -  SLACK MOUNTAIN (1973)
 NW0558
 NW0558                         *CURRENT SURVEY CONTROL
 NW0558  ___________________________________________________________________
 NW0558* NAD 83(1986)-  42 34 23.     (N)    116 43 55.     (W)     SCALED    
 NW0558* NAVD 88     -      1605.784  (meters)    5268.31   (feet)  POSTED    
 NW0558  ___________________________________________________________________
 NW0558  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 NW0558  DYNAMIC HT  -        1604.730 (meters)    5264.85  (feet)  COMP
 NW0558  MODELED GRAV-     979,907.4   (mgal)                       NAVD 88
 NW0558
 NW0558  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0558
 NW0558.The horizontal coordinates were scaled from a topographic map and have
 NW0558.an estimated accuracy of +/- 6 seconds.
 NW0558
 NW0558.The orthometric height was determined by differential leveling
 NW0558.and adjusted by the National Geodetic Survey in 1992..
 NW0558.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0558.rate of 0.0 thru 1.0 mm/km.
 NW0558
 NW0558.The geoid height was determined by GEOID03.
 NW0558
 NW0558.The dynamic height is computed by dividing the NAVD 88
 NW0558.geopotential number by the normal gravity value computed on the
 NW0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0558.degrees latitude (g = 980.6199 gals.).
 NW0558
 NW0558.The modeled gravity was interpolated from observed gravity values.
 NW0558
 NW0558;                    North         East    Units  Estimated Accuracy
 NW0558;SPC ID W     -   101,140.      719,380.      MT  (+/- 180 meters Scaled)
 NW0558
 NW0558                          SUPERSEDED SURVEY CONTROL
 NW0558
 NW0558.No superseded survey control is available for this station.
 NW0558
 NW0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH219134(NAD 83)
 NW0558_MARKER: DD = SURVEY DISK
 NW0558_SETTING: 66 = SET IN ROCK OUTCROP
 NW0558_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 NW0558_STAMPING: 32 MDC 1973 5264
 NW0558_MARK LOGO: USGS  
 NW0558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0558+STABILITY: POSITION/ELEVATION WELL
 NW0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0558+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0558
 NW0558  HISTORY     - Date     Condition        Report By
 NW0558  HISTORY     - 1972     MONUMENTED       USGS
 NW0558
 NW0558                          STATION DESCRIPTION
 NW0558
 NW0558'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0558'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0558'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0558'18.9 MILES NORTH ALONG MUD FLAT ROAD, 12.4 MILES WEST OF MUD FLAT
 NW0558'RESOURCE AREA FIELD STATION, ABOUT 0.7 MILES WEST OF A CONCRETE
 NW0558'BRIDGE, AT THE TOP OF A SMALL RISE, 100 FEET EAST OF A LARGE LONE
 NW0558'TREE, 54 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF A
 NW0558'CAIRN, 4 FEET HIGHER THAN THE ROAD BED, CEMENTED IN AN OUTCROPPING
 NW0558'LAVA LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0612 ***********************************************************************
 OZ0612  DESIGNATION -  3225.32
 OZ0612  PID         -  OZ0612
 OZ0612  STATE/COUNTY-  ID/ELMORE
 OZ0612  USGS QUAD   -  MAYFIELD SE (1990)
 OZ0612
 OZ0612                         *CURRENT SURVEY CONTROL
 OZ0612  ___________________________________________________________________
 OZ0612* NAD 83(1986)-  43 16 08.     (N)    115 52 19.     (W)     SCALED    
 OZ0612* NAVD 88     -       983.978  (meters)    3228.27   (feet)  ADJUSTED  
 OZ0612  ___________________________________________________________________
 OZ0612  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 OZ0612  DYNAMIC HT  -         983.550 (meters)    3226.86  (feet)  COMP
 OZ0612  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 OZ0612
 OZ0612  VERT ORDER  -  SECOND    CLASS 0
 OZ0612
 OZ0612.The horizontal coordinates were scaled from a topographic map and have
 OZ0612.an estimated accuracy of +/- 6 seconds.
 OZ0612
 OZ0612.The orthometric height was determined by differential leveling
 OZ0612.and adjusted by the National Geodetic Survey in June 1991..
 OZ0612
 OZ0612.The geoid height was determined by GEOID03.
 OZ0612
 OZ0612.The dynamic height is computed by dividing the NAVD 88
 OZ0612.geopotential number by the normal gravity value computed on the
 OZ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0612.degrees latitude (g = 980.6199 gals.).
 OZ0612
 OZ0612.The modeled gravity was interpolated from observed gravity values.
 OZ0612
 OZ0612;                    North         East    Units  Estimated Accuracy
 OZ0612;SPC ID W     -   177,970.      790,100.      MT  (+/- 180 meters Scaled)
 OZ0612
 OZ0612                          SUPERSEDED SURVEY CONTROL
 OZ0612
 OZ0612  NGVD 29 (??/??/92)  983.058  (m)         3225.25   (f) ADJ UNCH    2 0
 OZ0612
 OZ0612.Superseded values are not recommended for survey control.
 OZ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0612.See file dsdata.txt to determine how the superseded data were derived.
 OZ0612
 OZ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH915912(NAD 83)
 OZ0612_MARKER: DD = SURVEY DISK
 OZ0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0612_SP_SET: ABUTMENT
 OZ0612_STAMPING: 3225.32
 OZ0612_MARK LOGO: NONE  
 OZ0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0612
 OZ0612  HISTORY     - Date     Condition        Report By
 OZ0612  HISTORY     - UNK      MONUMENTED       IDDH
 OZ0612  HISTORY     - 1959     GOOD             NGS
 OZ0612  HISTORY     - 1983     GOOD             NGS
 OZ0612
 OZ0612                          STATION DESCRIPTION
 OZ0612
 OZ0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0612'12.75 MI SE FROM ORCHARD.
 OZ0612'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0612'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 8.2 MILES SOUTHEAST
 OZ0612'ALONG THE HIGHWAY, 0.15 MILE SOUTH OF A POWER LINE CROSSING OVER THE
 OZ0612'HIGHWAY, 20.7 FEET SOUTHWEST OF THE CENTERLINE, SET IN TOP OF THE
 OZ0612'NORTHWEST CORNER OF THE SOUTHWEST CONCRETE ABUTMENT OF THE CONCRETE
 OZ0612'BRIDGE OVER SQUAW CREEK.
 OZ0612
 OZ0612                          STATION RECOVERY (1983)
 OZ0612
 OZ0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0612'MARK IS IN GOOD CONDITION, HOWEVER A GUARDRAIL HAS BEEN BUILT OVER THE
 OZ0612'DISK.  ALSO, THE STAMPING AND ORIGIN ARE NO LONGER VISIBLE.  THE
 OZ0612'NUMBERS 3225.32 HAVE BEEN SCRATCHED INTO THE DISK.  NOT LEVELED TO IN
 OZ0612'1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0227 ***********************************************************************
 RY0227  DESIGNATION -  3239
 RY0227  PID         -  RY0227
 RY0227  STATE/COUNTY-  ID/IDAHO
 RY0227  USGS QUAD   -  CAYUSE JUNCTION (1994)
 RY0227
 RY0227                         *CURRENT SURVEY CONTROL
 RY0227  ___________________________________________________________________
 RY0227* NAD 83(1986)-  46 30 42.     (N)    114 45 42.     (W)     SCALED    
 RY0227* NAVD 88     -      1013.246  (meters)    3324.29   (feet)  ADJUSTED  
 RY0227  ___________________________________________________________________
 RY0227  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 RY0227  DYNAMIC HT  -        1013.037 (meters)    3323.61  (feet)  COMP
 RY0227  MODELED GRAV-     980,375.2   (mgal)                       NAVD 88
 RY0227
 RY0227  VERT ORDER  -  FIRST     CLASS II
 RY0227
 RY0227.The horizontal coordinates were scaled from a topographic map and have
 RY0227.an estimated accuracy of +/- 6 seconds.
 RY0227
 RY0227.The orthometric height was determined by differential leveling
 RY0227.and adjusted by the National Geodetic Survey in June 1991..
 RY0227
 RY0227.The geoid height was determined by GEOID03.
 RY0227
 RY0227.The dynamic height is computed by dividing the NAVD 88
 RY0227.geopotential number by the normal gravity value computed on the
 RY0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0227.degrees latitude (g = 980.6199 gals.).
 RY0227
 RY0227.The modeled gravity was interpolated from observed gravity values.
 RY0227
 RY0227;                    North         East    Units  Estimated Accuracy
 RY0227;SPC ID W     -   538,790.      875,850.      MT  (+/- 180 meters Scaled)
 RY0227
 RY0227                          SUPERSEDED SURVEY CONTROL
 RY0227
 RY0227  NGVD 29 (??/??/92) 1012.105  (m)         3320.55   (f) ADJ UNCH    1 2
 RY0227
 RY0227.Superseded values are not recommended for survey control.
 RY0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0227.See file dsdata.txt to determine how the superseded data were derived.
 RY0227
 RY0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM717533(NAD 83)
 RY0227_MARKER: DD = SURVEY DISK
 RY0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0227_STAMPING: POT STA 3239.057 FT
 RY0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0227+STABILITY: SURFACE MOTION
 RY0227
 RY0227  HISTORY     - Date     Condition        Report By
 RY0227  HISTORY     - UNK      MONUMENTED       IDPWD
 RY0227  HISTORY     - 1950     GOOD             NGS
 RY0227  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0227
 RY0227                          STATION DESCRIPTION
 RY0227
 RY0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0227'3.6 MI W FROM POWELL RANGER STATION.
 RY0227'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0227'STATION, THENCE 2.7 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, 120
 RY0227'1/2 FEET NORTH OF THE NORTHWEST CORNER OF A WOODEN BRIDGE OVER PAPOOSE
 RY0227'CREEK, 57 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET NORTH OF
 RY0227'PAPOOSE CREEK TRAIL NO. 42, 1 FOOT HIGHER THAN THE LEVEL OF THE
 RY0227'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 RY0227'ABOVE THE GROUND.
 RY0227
 RY0227                          STATION RECOVERY (1980)
 RY0227
 RY0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0227'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0482 ***********************************************************************
 SU0482  DESIGNATION -  3244
 SU0482  PID         -  SU0482
 SU0482  STATE/COUNTY-  ID/SHOSHONE
 SU0482  USGS QUAD   -  MULLAN (1995)
 SU0482
 SU0482                         *CURRENT SURVEY CONTROL
 SU0482  ___________________________________________________________________
 SU0482* NAD 83(1986)-  47 28 09.     (N)    115 48 00.     (W)     SCALED    
 SU0482* NAVD 88     -       989.497  (meters)    3246.37   (feet)  ADJUSTED  
 SU0482  ___________________________________________________________________
 SU0482  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 SU0482  DYNAMIC HT  -         989.426 (meters)    3246.14  (feet)  COMP
 SU0482  MODELED GRAV-     980,508.0   (mgal)                       NAVD 88
 SU0482
 SU0482  VERT ORDER  -  SECOND    CLASS 0
 SU0482
 SU0482.The horizontal coordinates were scaled from a topographic map and have
 SU0482.an estimated accuracy of +/- 6 seconds.
 SU0482
 SU0482.The orthometric height was determined by differential leveling
 SU0482.and adjusted by the National Geodetic Survey in June 1991..
 SU0482
 SU0482.The geoid height was determined by GEOID03.
 SU0482
 SU0482.The dynamic height is computed by dividing the NAVD 88
 SU0482.geopotential number by the normal gravity value computed on the
 SU0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0482.degrees latitude (g = 980.6199 gals.).
 SU0482
 SU0482.The modeled gravity was interpolated from observed gravity values.
 SU0482
 SU0482;                    North         East    Units  Estimated Accuracy
 SU0482;SPC ID W     -   644,750.      796,230.      MT  (+/- 180 meters Scaled)
 SU0482
 SU0482                          SUPERSEDED SURVEY CONTROL
 SU0482
 SU0482  NGVD 29 (??/??/92)  988.300  (m)         3242.45   (f) ADJ UNCH    2 0
 SU0482
 SU0482.Superseded values are not recommended for survey control.
 SU0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0482.See file dsdata.txt to determine how the superseded data were derived.
 SU0482
 SU0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN904580(NAD 83)
 SU0482_MARKER: P = PIPE CAP
 SU0482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0482_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0482_STAMPING: 3244
 SU0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0482
 SU0482  HISTORY     - Date     Condition        Report By
 SU0482  HISTORY     - UNK      MONUMENTED       USGS
 SU0482  HISTORY     - 1935     GOOD             NGS
 SU0482
 SU0482                          STATION DESCRIPTION
 SU0482
 SU0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SU0482'AT MULLAN FROM IN MULLAN.
 SU0482'AT MULLAN, SHOSHONE COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 26.1 FEET
 SU0482'NORTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 48.1 FEET NORTH OF
 SU0482'THE CENTER OF THE CROSSING OF U.S. HIGHWAY 10, 33.9 FEET NORTHEAST OF
 SU0482'THE CENTERLINE OF THE HIGHWAY, 6.8 FEET WEST OF THE CENTERLINE OF A
 SU0482'SIDETRACK ON THE WEST SIDE OF THE STATION, 0.5 FOOT NORTHEAST OF THE
 SU0482'NORTHEAST EDGE OF A SIDEWALK, AND ABOUT 1-1/2 FEET UNDER GROUND. A
 SU0482'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3244 AND RIVETED
 SU0482'IN THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0433 ***********************************************************************
 QB0433  DESIGNATION -  3252
 QB0433  PID         -  QB0433
 QB0433  STATE/COUNTY-  ID/ADAMS
 QB0433  USGS QUAD   -  PECK MOUNTAIN (1986)
 QB0433
 QB0433                         *CURRENT SURVEY CONTROL
 QB0433  ___________________________________________________________________
 QB0433* NAD 83(1986)-  44 48 25.     (N)    116 32 41.     (W)     SCALED    
 QB0433* NAVD 88     -       992.247  (meters)    3255.40   (feet)  ADJUSTED  
 QB0433  ___________________________________________________________________
 QB0433  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 QB0433  DYNAMIC HT  -         991.951 (meters)    3254.43  (feet)  COMP
 QB0433  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 QB0433
 QB0433  VERT ORDER  -  SECOND    CLASS 0
 QB0433
 QB0433.The horizontal coordinates were scaled from a topographic map and have
 QB0433.an estimated accuracy of +/- 6 seconds.
 QB0433
 QB0433.The orthometric height was determined by differential leveling
 QB0433.and adjusted by the National Geodetic Survey in June 1991..
 QB0433
 QB0433.The geoid height was determined by GEOID03.
 QB0433
 QB0433.The dynamic height is computed by dividing the NAVD 88
 QB0433.geopotential number by the normal gravity value computed on the
 QB0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0433.degrees latitude (g = 980.6199 gals.).
 QB0433
 QB0433.The modeled gravity was interpolated from observed gravity values.
 QB0433
 QB0433;                    North         East    Units  Estimated Accuracy
 QB0433;SPC ID W     -   349,160.      737,130.      MT  (+/- 180 meters Scaled)
 QB0433
 QB0433                          SUPERSEDED SURVEY CONTROL
 QB0433
 QB0433  NGVD 29 (??/??/92)  991.232  (m)         3252.07   (f) ADJ UNCH    2 0
 QB0433
 QB0433.Superseded values are not recommended for survey control.
 QB0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0433.See file dsdata.txt to determine how the superseded data were derived.
 QB0433
 QB0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK360616(NAD 83)
 QB0433_MARKER: DD = SURVEY DISK
 QB0433_SETTING: 80 = SET IN A BOULDER
 QB0433_SP_SET: BOULDER
 QB0433_STAMPING: 3252
 QB0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0433+STABILITY: SURFACE MOTION
 QB0433
 QB0433  HISTORY     - Date     Condition        Report By
 QB0433  HISTORY     - UNK      MONUMENTED       USGS
 QB0433  HISTORY     - 1945     GOOD             NGS
 QB0433
 QB0433                          STATION DESCRIPTION
 QB0433
 QB0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0433'7.8 MI NW FROM FRUITVALE.
 QB0433'7.8 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 QB0433'IDAHO TO HOMESTEAD, OREGON HIGHWAY.  2.3 MILES NORTHWEST OF THE T ROAD
 QB0433'TO FRUITVALE.  AT THE ASHTON HERRINGTON FARM.  400 FEET NORTH OF THE
 QB0433'HERRINGTON FARM HOUSE.  OPPOSITE A T ROAD LEADING WEST.  30 FEET EAST
 QB0433'OF THE CENTER-LINE OF THE ROAD.  4 FEET NORTH OF A FENCE.  SET IN A
 QB0433'LARGE BOULDER.  WHITE BM PAINTED ON FACE OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0302 ***********************************************************************
 OY0302  DESIGNATION -  32.8
 OY0302  PID         -  OY0302
 OY0302  STATE/COUNTY-  ID/BINGHAM
 OY0302  USGS QUAD   -  ROSE (1979)
 OY0302
 OY0302                         *CURRENT SURVEY CONTROL
 OY0302  ___________________________________________________________________
 OY0302* NAD 83(1986)-  43 17 00.     (N)    112 16 38.     (W)     SCALED    
 OY0302* NAVD 88     -      1384.892  (meters)    4543.60   (feet)  ADJUSTED  
 OY0302  ___________________________________________________________________
 OY0302  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 OY0302  DYNAMIC HT  -        1384.137 (meters)    4541.12  (feet)  COMP
 OY0302  MODELED GRAV-     980,027.0   (mgal)                       NAVD 88
 OY0302
 OY0302  VERT ORDER  -  SECOND    CLASS 0
 OY0302
 OY0302.The horizontal coordinates were scaled from a topographic map and have
 OY0302.an estimated accuracy of +/- 6 seconds.
 OY0302
 OY0302.The orthometric height was determined by differential leveling
 OY0302.and adjusted by the National Geodetic Survey in June 1991..
 OY0302
 OY0302.The geoid height was determined by GEOID03.
 OY0302
 OY0302.The dynamic height is computed by dividing the NAVD 88
 OY0302.geopotential number by the normal gravity value computed on the
 OY0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0302.degrees latitude (g = 980.6199 gals.).
 OY0302
 OY0302.The modeled gravity was interpolated from observed gravity values.
 OY0302
 OY0302;                    North         East    Units  Estimated Accuracy
 OY0302;SPC ID E     -   179,580.      191,030.      MT  (+/- 180 meters Scaled)
 OY0302
 OY0302                          SUPERSEDED SURVEY CONTROL
 OY0302
 OY0302  NGVD 29 (??/??/92) 1383.820  (m)         4540.08   (f) ADJ UNCH    2 0
 OY0302
 OY0302.Superseded values are not recommended for survey control.
 OY0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0302.See file dsdata.txt to determine how the superseded data were derived.
 OY0302
 OY0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN963930(NAD 83)
 OY0302_MARKER: P = PIPE CAP
 OY0302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0302_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0302_STAMPING: T1S R36E 32.8 FT S 32 1958
 OY0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0302
 OY0302  HISTORY     - Date     Condition        Report By
 OY0302  HISTORY     - 1958     MONUMENTED       BLM
 OY0302  HISTORY     - 1959     GOOD             NGS
 OY0302
 OY0302                          STATION DESCRIPTION
 OY0302
 OY0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OY0302'3.8 MI NE FROM ROSE.
 OY0302'0.4 MILE NORTH ALONG PAVED ROAD FROM THE L.D.S. CHURCH AT ROSE, THENCE
 OY0302'3.35 MILES NORTHEAST ON PAVED ROAD, THENCE 0.05 MILE NORTH ON GRAVEL,
 OY0302'68 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE OF MR. HARKER,
 OY0302'36 FEET NORTHEAST OF A T INTERSECTION, 14 FEET NORTH OF A POWER POLE,
 OY0302'1 FOOT SOUTH OF A FENCE LINE, A BRASS CAP FASTENED ON THE TOP OF A 2
 OY0302'1/2 INCH PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0487 ***********************************************************************
 PY0487  DESIGNATION -  33
 PY0487  PID         -  PY0487
 PY0487  STATE/COUNTY-  ID/FREMONT
 PY0487  USGS QUAD   -  LAST CHANCE (1964)
 PY0487
 PY0487                         *CURRENT SURVEY CONTROL
 PY0487  ___________________________________________________________________
 PY0487* NAD 83(1986)-  44 19 41.     (N)    111 26 03.     (W)     SCALED    
 PY0487* NAVD 88     -      1866.892  (meters)    6124.96   (feet)  POSTED    
 PY0487  ___________________________________________________________________
 PY0487  GEOID HEIGHT-          -9.76  (meters)                     GEOID03
 PY0487  DYNAMIC HT  -        1865.860 (meters)    6121.58  (feet)  COMP
 PY0487  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 PY0487
 PY0487  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0487
 PY0487.The horizontal coordinates were scaled from a topographic map and have
 PY0487.an estimated accuracy of +/- 6 seconds.
 PY0487
 PY0487.The orthometric height was determined by differential leveling
 PY0487.and adjusted by the National Geodetic Survey in 1992..
 PY0487.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0487.rate of 0.0 thru 1.0 mm/km.
 PY0487
 PY0487.The geoid height was determined by GEOID03.
 PY0487
 PY0487.The dynamic height is computed by dividing the NAVD 88
 PY0487.geopotential number by the normal gravity value computed on the
 PY0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0487.degrees latitude (g = 980.6199 gals.).
 PY0487
 PY0487.The modeled gravity was interpolated from observed gravity values.
 PY0487
 PY0487;                    North         East    Units  Estimated Accuracy
 PY0487;SPC ID E     -   295,910.      258,420.      MT  (+/- 180 meters Scaled)
 PY0487
 PY0487                          SUPERSEDED SURVEY CONTROL
 PY0487
 PY0487  NGVD 29 (??/??/92) 1865.730  (m)         6121.15   (f) ADJ UNCH    2 0
 PY0487
 PY0487.Superseded values are not recommended for survey control.
 PY0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0487.See file dsdata.txt to determine how the superseded data were derived.
 PY0487
 PY0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ653084(NAD 83)
 PY0487_MARKER: DD = SURVEY DISK
 PY0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0487_SP_SET: CULVERT
 PY0487_STAMPING: 33 6123.43 1932
 PY0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0487
 PY0487  HISTORY     - Date     Condition        Report By
 PY0487  HISTORY     - 1932     MONUMENTED       BPR
 PY0487
 PY0487                          STATION DESCRIPTION
 PY0487
 PY0487'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 PY0487'28.2 MI N FROM ASHTON.
 PY0487'28.2 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0487'0.2 MILE NORTH OF A ROAD LEADING WEST TO OSBORNE BRIDGE, 15 FEET EAST
 PY0487'OF THE HIGHWAY, AND IN THE CENTER OF THE TOP OF A ROCK HEAD WALL OF A
 PY0487'HIGHWAY CULVERT.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 PY0487'DISK, STAMPED 33 6123.43 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0358 ***********************************************************************
 NT0358  DESIGNATION -  33
 NT0358  PID         -  NT0358
 NT0358  STATE/COUNTY-  ID/FRANKLIN
 NT0358  USGS QUAD   -  FRANKLIN (1969)
 NT0358
 NT0358                         *CURRENT SURVEY CONTROL
 NT0358  ___________________________________________________________________
 NT0358* NAD 83(1986)-  42 02 04.     (N)    111 48 58.     (W)     SCALED    
 NT0358* NAVD 88     -      1390.600  (meters)    4562.33   (feet)  ADJUSTED  
 NT0358  ___________________________________________________________________
 NT0358  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 NT0358  DYNAMIC HT  -        1389.646 (meters)    4559.20  (feet)  COMP
 NT0358  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 NT0358
 NT0358  VERT ORDER  -  SECOND    CLASS 0
 NT0358
 NT0358.The horizontal coordinates were scaled from a topographic map and have
 NT0358.an estimated accuracy of +/- 6 seconds.
 NT0358
 NT0358.The orthometric height was determined by differential leveling
 NT0358.and adjusted by the National Geodetic Survey in June 1991..
 NT0358
 NT0358.The geoid height was determined by GEOID03.
 NT0358
 NT0358.The dynamic height is computed by dividing the NAVD 88
 NT0358.geopotential number by the normal gravity value computed on the
 NT0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0358.degrees latitude (g = 980.6199 gals.).
 NT0358
 NT0358.The modeled gravity was interpolated from observed gravity values.
 NT0358
 NT0358;                    North         East    Units  Estimated Accuracy
 NT0358;SPC ID E     -    40,910.      229,030.      MT  (+/- 180 meters Scaled)
 NT0358
 NT0358                          SUPERSEDED SURVEY CONTROL
 NT0358
 NT0358  NGVD 29 (??/??/92) 1389.59   (m)         4559.0    (f) COMPUTED    2 0
 NT0358
 NT0358.Superseded values are not recommended for survey control.
 NT0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0358.See file dsdata.txt to determine how the superseded data were derived.
 NT0358
 NT0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM324539(NAD 83)
 NT0358_MARKER: DD = SURVEY DISK
 NT0358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0358_STAMPING: 33
 NT0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0358
 NT0358  HISTORY     - Date     Condition        Report By
 NT0358  HISTORY     - UNK      MONUMENTED       BOR
 NT0358  HISTORY     - 1951     GOOD             NGS
 NT0358
 NT0358                          STATION DESCRIPTION
 NT0358
 NT0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0358'1.6 MI NW FROM FRANKLIN.
 NT0358'ABOUT 0.8 MILES NORTHWEST ALONG U. S. HIGHWAY 91 FROM THE POST OFFICE
 NT0358'IN FRANKLIN, THENCE 0.3 MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 NT0358'0.5 MILES NORTHWEST ALONG AN ASPHALT ROAD, AT A DIM TRACK ROAD LEADING
 NT0358'SOUTHEAST, 95.3 FEET SOUTHEAST OF BENCH MARK G 3535, 47 1/2 FEET
 NT0358'NORTHEAST OF THE CENTER LINE OF THE ASPHALT ROAD, 24 1/2 FEET
 NT0358'SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 1.6 FEET SOUTHWEST OF
 NT0358'A FENCE LINE, ABOUT 5 FEET HIGHER THAN THE ROAD, SET IN CONCRETE IN
 NT0358'THE TOP OF A 2-INCH IRON PIPE PROJECTING 0.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0405 ***********************************************************************
 QZ0405  DESIGNATION -  33 A
 QZ0405  PID         -  QZ0405
 QZ0405  STATE/COUNTY-  ID/IDAHO
 QZ0405  USGS QUAD   -  PILOT PEAK (1969)
 QZ0405
 QZ0405                         *CURRENT SURVEY CONTROL
 QZ0405  ___________________________________________________________________
 QZ0405* NAD 83(1986)-  45 13 47.     (N)    115 32 25.     (W)     SCALED    
 QZ0405* NAVD 88     -       842.825  (meters)    2765.17   (feet)  ADJUSTED  
 QZ0405  ___________________________________________________________________
 QZ0405  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 QZ0405  DYNAMIC HT  -         842.359 (meters)    2763.64  (feet)  COMP
 QZ0405  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 QZ0405
 QZ0405  VERT ORDER  -  SECOND    CLASS 0
 QZ0405
 QZ0405.The horizontal coordinates were scaled from a topographic map and have
 QZ0405.an estimated accuracy of +/- 6 seconds.
 QZ0405
 QZ0405.The orthometric height was determined by differential leveling
 QZ0405.and adjusted by the National Geodetic Survey in June 1991..
 QZ0405
 QZ0405.The geoid height was determined by GEOID03.
 QZ0405
 QZ0405.The dynamic height is computed by dividing the NAVD 88
 QZ0405.geopotential number by the normal gravity value computed on the
 QZ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0405.degrees latitude (g = 980.6199 gals.).
 QZ0405
 QZ0405.The modeled gravity was interpolated from observed gravity values.
 QZ0405
 QZ0405;                    North         East    Units  Estimated Accuracy
 QZ0405;SPC ID W     -   395,860.      816,470.      MT  (+/- 180 meters Scaled)
 QZ0405
 QZ0405                          SUPERSEDED SURVEY CONTROL
 QZ0405
 QZ0405  NGVD 29 (??/??/92)  841.524  (m)         2760.90   (f) ADJ UNCH    2 0
 QZ0405
 QZ0405.Superseded values are not recommended for survey control.
 QZ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0405.See file dsdata.txt to determine how the superseded data were derived.
 QZ0405
 QZ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL145095(NAD 83)
 QZ0405_MARKER: DD = SURVEY DISK
 QZ0405_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0405_SP_SET: ROCK OUTCROP
 QZ0405_STAMPING: 33 A 1939
 QZ0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0405+STABILITY: POSITION/ELEVATION WELL
 QZ0405
 QZ0405  HISTORY     - Date     Condition        Report By
 QZ0405  HISTORY     - 1939     MONUMENTED       USGS
 QZ0405  HISTORY     - 1948     GOOD             NGS
 QZ0405
 QZ0405                          STATION DESCRIPTION
 QZ0405
 QZ0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QZ0405'5.6 MI N FROM SOUTH FORK GUARD STATION.
 QZ0405'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0405'STATION, THENCE 3.6 MILES NORTH ALONG THE SOUTH FORK TRAIL, AT THE
 QZ0405'MERKER RANCH, AT A CLEARING, AT THE NORTH EDGE OF A ROCKY SLOPE, NEAR
 QZ0405'AN OLD PLACER MINE, 100.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QZ0405'GATE TO THE RANCH, 10.5 FEET WEST OF THE CENTER LINE OF THE TRAIL, 6.0
 QZ0405'FEET NORTH OF A 6-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE
 QZ0405'TOP OF A GRANITE ROCK OUTCROP ABOUT 0.6 FOOT BELOW THE SURFACE OF THE
 QZ0405'GROUND AND ABOUT LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0679 ***********************************************************************
 OY0679  DESIGNATION -  33 A
 OY0679  PID         -  OY0679
 OY0679  STATE/COUNTY-  ID/BLAINE
 OY0679  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0679
 OY0679                         *CURRENT SURVEY CONTROL
 OY0679  ___________________________________________________________________
 OY0679* NAD 83(1986)-  43 23 56.     (N)    113 41 50.     (W)     SCALED    
 OY0679* NAVD 88     -      1591.961  (meters)    5222.96   (feet)  ADJUSTED  
 OY0679  ___________________________________________________________________
 OY0679  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 OY0679  DYNAMIC HT  -        1591.031 (meters)    5219.91  (feet)  COMP
 OY0679  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 OY0679
 OY0679  VERT ORDER  -  SECOND    CLASS 0
 OY0679
 OY0679.The horizontal coordinates were scaled from a topographic map and have
 OY0679.an estimated accuracy of +/- 6 seconds.
 OY0679
 OY0679.The orthometric height was determined by differential leveling
 OY0679.and adjusted by the National Geodetic Survey in June 1991..
 OY0679
 OY0679.The geoid height was determined by GEOID03.
 OY0679
 OY0679.The dynamic height is computed by dividing the NAVD 88
 OY0679.geopotential number by the normal gravity value computed on the
 OY0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0679.degrees latitude (g = 980.6199 gals.).
 OY0679
 OY0679.The modeled gravity was interpolated from observed gravity values.
 OY0679
 OY0679;                    North         East    Units  Estimated Accuracy
 OY0679;SPC ID C     -   192,460.      524,530.      MT  (+/- 180 meters Scaled)
 OY0679
 OY0679                          SUPERSEDED SURVEY CONTROL
 OY0679
 OY0679  NGVD 29 (??/??/92) 1590.857  (m)         5219.34   (f) ADJ UNCH    2 0
 OY0679
 OY0679.Superseded values are not recommended for survey control.
 OY0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0679.See file dsdata.txt to determine how the superseded data were derived.
 OY0679
 OY0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP815086(NAD 83)
 OY0679_MARKER: DD = SURVEY DISK
 OY0679_SETTING: 66 = SET IN ROCK OUTCROP
 OY0679_SP_SET: ROCK OUTCROP
 OY0679_STAMPING: 33 A 1932
 OY0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0679+STABILITY: POSITION/ELEVATION WELL
 OY0679
 OY0679  HISTORY     - Date     Condition        Report By
 OY0679  HISTORY     - 1932     MONUMENTED       USGS
 OY0679  HISTORY     - 1958     GOOD             NGS
 OY0679
 OY0679                          STATION DESCRIPTION
 OY0679
 OY0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0679'17.45 MI NE FROM CAREY.
 OY0679'16.25 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0679'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, THENCE 1.2 MILES NORTHWEST
 OY0679'ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE, IN THE TOP OF A LAVA
 OY0679'OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 29 1/2 FEET SOUTH OF
 OY0679'THE CENTER LINE OF THE ROAD, 181 FEET SOUTHWEST OF TELEPHONE POLE 8,
 OY0679'AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0680 ***********************************************************************
 OY0680  DESIGNATION -  33 A RM
 OY0680  PID         -  OY0680
 OY0680  STATE/COUNTY-  ID/BLAINE
 OY0680  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0680
 OY0680                         *CURRENT SURVEY CONTROL
 OY0680  ___________________________________________________________________
 OY0680* NAD 83(1986)-  43 23 57.     (N)    113 41 50.     (W)     SCALED    
 OY0680* NAVD 88     -      1591.570  (meters)    5221.68   (feet)  ADJUSTED  
 OY0680  ___________________________________________________________________
 OY0680  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 OY0680  DYNAMIC HT  -        1590.639 (meters)    5218.62  (feet)  COMP
 OY0680  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 OY0680
 OY0680  VERT ORDER  -  SECOND    CLASS 0
 OY0680
 OY0680.The horizontal coordinates were scaled from a topographic map and have
 OY0680.an estimated accuracy of +/- 6 seconds.
 OY0680
 OY0680.The orthometric height was determined by differential leveling
 OY0680.and adjusted by the National Geodetic Survey in June 1991..
 OY0680
 OY0680.The geoid height was determined by GEOID03.
 OY0680
 OY0680.The dynamic height is computed by dividing the NAVD 88
 OY0680.geopotential number by the normal gravity value computed on the
 OY0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0680.degrees latitude (g = 980.6199 gals.).
 OY0680
 OY0680.The modeled gravity was interpolated from observed gravity values.
 OY0680
 OY0680;                    North         East    Units  Estimated Accuracy
 OY0680;SPC ID C     -   192,490.      524,530.      MT  (+/- 180 meters Scaled)
 OY0680
 OY0680                          SUPERSEDED SURVEY CONTROL
 OY0680
 OY0680  NGVD 29 (??/??/92) 1590.46   (m)         5218.0    (f) COMPUTED    2 0
 OY0680
 OY0680.Superseded values are not recommended for survey control.
 OY0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0680.See file dsdata.txt to determine how the superseded data were derived.
 OY0680
 OY0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP815086(NAD 83)
 OY0680_MARKER: N = NAIL
 OY0680_SETTING: 66 = SET IN ROCK OUTCROP
 OY0680_SP_SET: ROCK OUTCROP
 OY0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0680+STABILITY: POSITION/ELEVATION WELL
 OY0680
 OY0680  HISTORY     - Date     Condition        Report By
 OY0680  HISTORY     - UNK      MONUMENTED       USGS
 OY0680  HISTORY     - 1958     GOOD             NGS
 OY0680
 OY0680                          STATION DESCRIPTION
 OY0680
 OY0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0680'17.45 MI NE FROM CAREY.
 OY0680'16.25 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0680'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, THENCE 1.2 MILES NORTHWEST
 OY0680'ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE, IN THE TOP OF A LAVA
 OY0680'OUTCROP FLUSH WITH THE GROUND, 30 FEET SOUTH OF THE CENTER LINE OF THE
 OY0680'ROAD, 23.98 FEET WEST OF BENCH MARK 33 A (USGS), AND ABOUT 2 FEET
 OY0680'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0502 ***********************************************************************
 NW0502  DESIGNATION -  33 EMH
 NW0502  PID         -  NW0502
 NW0502  STATE/COUNTY-  ID/OWYHEE
 NW0502  USGS QUAD   -  CRAB SPRING BUTTE (1972)
 NW0502
 NW0502                         *CURRENT SURVEY CONTROL
 NW0502  ___________________________________________________________________
 NW0502* NAD 83(1986)-  42 31 05.     (N)    116 20 53.     (W)     SCALED    
 NW0502* NAVD 88     -      1744.274  (meters)    5722.67   (feet)  POSTED    
 NW0502  ___________________________________________________________________
 NW0502  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 NW0502  DYNAMIC HT  -        1743.090 (meters)    5718.79  (feet)  COMP
 NW0502  MODELED GRAV-     979,877.9   (mgal)                       NAVD 88
 NW0502
 NW0502  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0502
 NW0502.The horizontal coordinates were scaled from a topographic map and have
 NW0502.an estimated accuracy of +/- 6 seconds.
 NW0502
 NW0502.The orthometric height was determined by differential leveling
 NW0502.and adjusted by the National Geodetic Survey in 1992..
 NW0502.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0502.rate of 0.0 thru 1.0 mm/km.
 NW0502
 NW0502.The geoid height was determined by GEOID03.
 NW0502
 NW0502.The dynamic height is computed by dividing the NAVD 88
 NW0502.geopotential number by the normal gravity value computed on the
 NW0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0502.degrees latitude (g = 980.6199 gals.).
 NW0502
 NW0502.The modeled gravity was interpolated from observed gravity values.
 NW0502
 NW0502;                    North         East    Units  Estimated Accuracy
 NW0502;SPC ID W     -    94,740.      750,860.      MT  (+/- 180 meters Scaled)
 NW0502
 NW0502                          SUPERSEDED SURVEY CONTROL
 NW0502
 NW0502.No superseded survey control is available for this station.
 NW0502
 NW0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH535075(NAD 83)
 NW0502_MARKER: DD = SURVEY DISK
 NW0502_SETTING: 66 = SET IN ROCK OUTCROP
 NW0502_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0502_STAMPING: 33 EMH 1972 5719
 NW0502_MARK LOGO: USGS  
 NW0502_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0502+STABILITY: POSITION/ELEVATION WELL
 NW0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0502+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0502
 NW0502  HISTORY     - Date     Condition        Report By
 NW0502  HISTORY     - 1972     MONUMENTED       USGS
 NW0502
 NW0502                          STATION DESCRIPTION
 NW0502
 NW0502'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0502'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0502'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0502'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0502'TRACK ROAD, THENCE 9.8 MILES SOUTHEAST ALONG TRACK ROAD, 3.3 MILES
 NW0502'NORTHWEST OF UPPER BATTLE CREEK CROSSING, 0.75 MILES NORTH OF BATTLE
 NW0502'CREEK RANCH, 0.1 MILE SOUTH OF A STREAM CROSSING, 80 FEET WEST OF THE
 NW0502'SOUTH EDGE OF A LARGE CLUMP OF WILLOW TREES, 27 FEET WEST AND ABOUT 3
 NW0502'FEET HIGHER THAN THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP
 NW0502'PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0459 ***********************************************************************
 NW0459  DESIGNATION -  33 FMK
 NW0459  PID         -  NW0459
 NW0459  STATE/COUNTY-  ID/OWYHEE
 NW0459  USGS QUAD   -  TOY PASS (1990)
 NW0459
 NW0459                         *CURRENT SURVEY CONTROL
 NW0459  ___________________________________________________________________
 NW0459* NAD 83(1986)-  42 53 35.     (N)    116 33 41.     (W)     SCALED    
 NW0459* NAVD 88     -      1710.583  (meters)    5612.14   (feet)  POSTED    
 NW0459  ___________________________________________________________________
 NW0459  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 NW0459  DYNAMIC HT  -        1709.500 (meters)    5608.58  (feet)  COMP
 NW0459  MODELED GRAV-     979,929.5   (mgal)                       NAVD 88
 NW0459
 NW0459  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0459
 NW0459.The horizontal coordinates were scaled from a topographic map and have
 NW0459.an estimated accuracy of +/- 6 seconds.
 NW0459
 NW0459.The orthometric height was determined by differential leveling
 NW0459.and adjusted by the National Geodetic Survey in 1992..
 NW0459.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0459.rate of 1.1 thru 2.0 mm/km.
 NW0459
 NW0459.The geoid height was determined by GEOID03.
 NW0459
 NW0459.The dynamic height is computed by dividing the NAVD 88
 NW0459.geopotential number by the normal gravity value computed on the
 NW0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0459.degrees latitude (g = 980.6199 gals.).
 NW0459
 NW0459.The modeled gravity was interpolated from observed gravity values.
 NW0459
 NW0459;                    North         East    Units  Estimated Accuracy
 NW0459;SPC ID W     -   136,540.      733,730.      MT  (+/- 180 meters Scaled)
 NW0459
 NW0459                          SUPERSEDED SURVEY CONTROL
 NW0459
 NW0459.No superseded survey control is available for this station.
 NW0459
 NW0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH358490(NAD 83)
 NW0459_MARKER: DD = SURVEY DISK
 NW0459_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0459_SP_SET: PREFAB CONC. POST IN EARTH
 NW0459_STAMPING: 33 FMK 1964
 NW0459_MARK LOGO: USGS  
 NW0459_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0459+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0459
 NW0459  HISTORY     - Date     Condition        Report By
 NW0459  HISTORY     - 1964     MONUMENTED       USGS
 NW0459
 NW0459                          STATION DESCRIPTION
 NW0459
 NW0459'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0459'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0459'COUNTY ROAD, THENCE 15.3 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0459'ROAD, AT A ROAD FORK NORTHWEST, 34 FEET SOUTHEAST OF THE ROAD, 13 FEET
 NW0459'NORTHWEST OF A LARGE JUNIPER TREE, 6 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1278 ***********************************************************************
 OY1278  DESIGNATION -  33 FMK
 OY1278  PID         -  OY1278
 OY1278  STATE/COUNTY-  ID/BINGHAM
 OY1278  USGS QUAD   -  LITTLE BUTTE SW (1973)
 OY1278
 OY1278                         *CURRENT SURVEY CONTROL
 OY1278  ___________________________________________________________________
 OY1278* NAD 83(1986)-  43 32 25.     (N)    112 40 17.     (W)     SCALED    
 OY1278* NAVD 88     -      1602.102  (meters)    5256.23   (feet)  ADJUSTED  
 OY1278  ___________________________________________________________________
 OY1278  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 OY1278  DYNAMIC HT  -        1601.223 (meters)    5253.35  (feet)  COMP
 OY1278  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 OY1278
 OY1278  VERT ORDER  -  FIRST     CLASS II
 OY1278
 OY1278.The horizontal coordinates were scaled from a topographic map and have
 OY1278.an estimated accuracy of +/- 6 seconds.
 OY1278
 OY1278.The orthometric height was determined by differential leveling
 OY1278.and adjusted by the National Geodetic Survey in December 1992..
 OY1278
 OY1278.The geoid height was determined by GEOID03.
 OY1278
 OY1278.The dynamic height is computed by dividing the NAVD 88
 OY1278.geopotential number by the normal gravity value computed on the
 OY1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1278.degrees latitude (g = 980.6199 gals.).
 OY1278
 OY1278.The modeled gravity was interpolated from observed gravity values.
 OY1278
 OY1278;                    North         East    Units  Estimated Accuracy
 OY1278;SPC ID E     -   208,240.      159,210.      MT  (+/- 180 meters Scaled)
 OY1278
 OY1278                          SUPERSEDED SURVEY CONTROL
 OY1278
 OY1278  NGVD 29 (08/20/92) 1601.011  (m)         5252.65   (f) ADJUSTED    1 2
 OY1278
 OY1278.Superseded values are not recommended for survey control.
 OY1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1278.See file dsdata.txt to determine how the superseded data were derived.
 OY1278
 OY1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP649221(NAD 83)
 OY1278_MARKER: DD = SURVEY DISK
 OY1278_SETTING: 66 = SET IN ROCK OUTCROP
 OY1278_SP_SET: BEDROCK
 OY1278_STAMPING: 33 FMK 1973 5253
 OY1278_MARK LOGO: USGS  
 OY1278_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1278+STABILITY: POSITION/ELEVATION WELL
 OY1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1278+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1992
 OY1278
 OY1278  HISTORY     - Date     Condition        Report By
 OY1278  HISTORY     - 1973     MONUMENTED       USGS
 OY1278  HISTORY     - 19920518 GOOD             NGS
 OY1278
 OY1278                          STATION DESCRIPTION
 OY1278
 OY1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1278'56.2 KM (34.90 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1278'OF U.S. HIGHWAY 93 IN ARCO, NEAR THE CENTER OF A 5 BY 7-FOOT AREA OF
 OY1278'EXPOSED BEDROCK NEAR THE WEST END OF A HIGHWAY CUT, AND 9.5 M (31.2
 OY1278'FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0559 ***********************************************************************
 NW0559  DESIGNATION -  33 MDC
 NW0559  PID         -  NW0559
 NW0559  STATE/COUNTY-  ID/OWYHEE
 NW0559  USGS QUAD   -  SLACK MOUNTAIN (1973)
 NW0559
 NW0559                         *CURRENT SURVEY CONTROL
 NW0559  ___________________________________________________________________
 NW0559* NAD 83(1986)-  42 34 22.     (N)    116 42 55.     (W)     SCALED    
 NW0559* NAVD 88     -      1602.436  (meters)    5257.33   (feet)  POSTED    
 NW0559  ___________________________________________________________________
 NW0559  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 NW0559  DYNAMIC HT  -        1601.390 (meters)    5253.89  (feet)  COMP
 NW0559  MODELED GRAV-     979,909.3   (mgal)                       NAVD 88
 NW0559
 NW0559  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0559
 NW0559.The horizontal coordinates were scaled from a topographic map and have
 NW0559.an estimated accuracy of +/- 6 seconds.
 NW0559
 NW0559.The orthometric height was determined by differential leveling
 NW0559.and adjusted by the National Geodetic Survey in 1992..
 NW0559.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0559.rate of 0.0 thru 1.0 mm/km.
 NW0559
 NW0559.The geoid height was determined by GEOID03.
 NW0559
 NW0559.The dynamic height is computed by dividing the NAVD 88
 NW0559.geopotential number by the normal gravity value computed on the
 NW0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0559.degrees latitude (g = 980.6199 gals.).
 NW0559
 NW0559.The modeled gravity was interpolated from observed gravity values.
 NW0559
 NW0559;                    North         East    Units  Estimated Accuracy
 NW0559;SPC ID W     -   101,090.      720,750.      MT  (+/- 180 meters Scaled)
 NW0559
 NW0559                          SUPERSEDED SURVEY CONTROL
 NW0559
 NW0559.No superseded survey control is available for this station.
 NW0559
 NW0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH233134(NAD 83)
 NW0559_MARKER: DD = SURVEY DISK
 NW0559_SETTING: 80 = SET IN A BOULDER
 NW0559_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 NW0559_STAMPING: 33 MDC 1973 5253
 NW0559_MARK LOGO: USGS  
 NW0559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0559+STABILITY: SURFACE MOTION
 NW0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0559+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0559
 NW0559  HISTORY     - Date     Condition        Report By
 NW0559  HISTORY     - 1972     MONUMENTED       USGS
 NW0559
 NW0559                          STATION DESCRIPTION
 NW0559
 NW0559'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0559'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0559'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0559'17.9 MILES NORTH ALONG MUD FLAT ROAD, 11.3 MILES WEST OF MUD FLAT
 NW0559'RESOURCE AREA FIELD STATION, 0.3 MILES EAST OF A CONCRETE BRIDGE, JUST
 NW0559'BEFORE A STEEP DOWNGRADE TO A CONCRETE BRIDGE, AT THE TOP END OF AN
 NW0559'S-CURVE, 64 FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT 3 FEET
 NW0559'HIGHER THAN THE ROAD BED, CEMENTED IN THE LARGEST OF SEVERAL BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0735 ***********************************************************************
 OX0735  DESIGNATION -  33 WF
 OX0735  PID         -  OX0735
 OX0735  STATE/COUNTY-  ID/BONNEVILLE
 OX0735  USGS QUAD   -  RIGBY SE (1979)
 OX0735
 OX0735                         *CURRENT SURVEY CONTROL
 OX0735  ___________________________________________________________________
 OX0735* NAD 83(1992)-  43 32 33.54369(N)    111 48 05.72259(W)     ADJUSTED  
 OX0735* NAVD 88     -      1742.9    (meters)    5718.     (feet)  VERTCON   
 OX0735  ___________________________________________________________________
 OX0735  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 OX0735  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 OX0735
 OX0735  HORZ ORDER  -  THIRD
 OX0735  VERT ORDER  -  THIRD ? (See Below)
 OX0735
 OX0735.The horizontal coordinates were established by classical geodetic methods
 OX0735.and adjusted by the National Geodetic Survey in July 1992..
 OX0735
 OX0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0735.The vertical order pertains to the NGVD 29 superseded value.
 OX0735
 OX0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0735
 OX0735.The geoid height was determined by GEOID03.
 OX0735
 OX0735;                    North         East     Units Scale Factor Converg.
 OX0735;SPC ID E     -   208,447.597   229,503.885   MT  0.99995807   +0 15 05.4
 OX0735;UTM  12      - 4,821,390.216   435,241.550   MT  0.99965158   -0 33 08.0
 OX0735
 OX0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0735!SPC ID E     -   0.99972850  x   0.99995807  =   0.99968658
 OX0735!UTM  12      -   0.99972850  x   0.99965158  =   0.99938018
 OX0735
 OX0735                          SUPERSEDED SURVEY CONTROL
 OX0735
 OX0735  NAD 83(1986)-  43 32 33.53575(N)    111 48 05.70835(W) AD(       ) 3
 OX0735  NAD 27      -  43 32 33.85011(N)    111 48 02.83244(W) AD(       ) 3
 OX0735  NGVD 29 (07/19/86) 1741.8    (m)         5715.     (f) LEVELING    3  
 OX0735
 OX0735.Superseded values are not recommended for survey control.
 OX0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0735.See file dsdata.txt to determine how the superseded data were derived.
 OX0735
 OX0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP3524221390(NAD 83)
 OX0735_MARKER: DD = SURVEY DISK
 OX0735_SETTING: 0 = UNSPECIFIED SETTING
 OX0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0735
 OX0735  HISTORY     - Date     Condition        Report By
 OX0735  HISTORY     - 1947     MONUMENTED       USGS
 OX0735  HISTORY     - 19990601 GOOD             IDTD
 OX0735
 OX0735                          STATION DESCRIPTION
 OX0735
 OX0735'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OX0735'LINCOLN SCHOOL, 8.4 MI. E., THENCE 2.2 MI. N. OF, AT FORKS OF Y-RD.
 OX0735'LEADING NW., ON TOP OF PROMINENT LAVA OUTCROP 800 FT. E. OF Y-RD.,
 OX0735'ON HIGHEST POINT, STANDARD TABLET STAMPED---33 WF 1947 5714---.
 OX0735
 OX0735                          STATION RECOVERY (1999)
 OX0735
 OX0735'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OX0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0229 ***********************************************************************
 RY0229  DESIGNATION -  3312
 RY0229  PID         -  RY0229
 RY0229  STATE/COUNTY-  ID/IDAHO
 RY0229  USGS QUAD   -  ROCKY POINT (1994)
 RY0229
 RY0229                         *CURRENT SURVEY CONTROL
 RY0229  ___________________________________________________________________
 RY0229* NAD 83(1986)-  46 31 03.     (N)    114 44 10.     (W)     SCALED    
 RY0229* NAVD 88     -      1040.120  (meters)    3412.46   (feet)  ADJUSTED  
 RY0229  ___________________________________________________________________
 RY0229  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 RY0229  DYNAMIC HT  -        1039.896 (meters)    3411.73  (feet)  COMP
 RY0229  MODELED GRAV-     980,364.6   (mgal)                       NAVD 88
 RY0229
 RY0229  VERT ORDER  -  FIRST     CLASS II
 RY0229
 RY0229.The horizontal coordinates were scaled from a topographic map and have
 RY0229.an estimated accuracy of +/- 6 seconds.
 RY0229
 RY0229.The orthometric height was determined by differential leveling
 RY0229.and adjusted by the National Geodetic Survey in June 1991..
 RY0229
 RY0229.The geoid height was determined by GEOID03.
 RY0229
 RY0229.The dynamic height is computed by dividing the NAVD 88
 RY0229.geopotential number by the normal gravity value computed on the
 RY0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0229.degrees latitude (g = 980.6199 gals.).
 RY0229
 RY0229.The modeled gravity was interpolated from observed gravity values.
 RY0229
 RY0229;                    North         East    Units  Estimated Accuracy
 RY0229;SPC ID W     -   539,460.      877,800.      MT  (+/- 180 meters Scaled)
 RY0229
 RY0229                          SUPERSEDED SURVEY CONTROL
 RY0229
 RY0229  NGVD 29 (??/??/92) 1038.968  (m)         3408.68   (f) ADJ UNCH    1 2
 RY0229
 RY0229.Superseded values are not recommended for survey control.
 RY0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0229.See file dsdata.txt to determine how the superseded data were derived.
 RY0229
 RY0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM736540(NAD 83)
 RY0229_MARKER: DD = SURVEY DISK
 RY0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0229_STAMPING: PSC STA 3312X75.0 60 FT
 RY0229_MARK LOGO: IDPWD 
 RY0229_PROJECTION: PROJECTING 25 CENTIMETERS
 RY0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0229+STABILITY: SURFACE MOTION
 RY0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RY0229+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 RY0229
 RY0229  HISTORY     - Date     Condition        Report By
 RY0229  HISTORY     - UNK      MONUMENTED       IDPWD
 RY0229  HISTORY     - 1950     GOOD             NGS
 RY0229  HISTORY     - 1980     GOOD             NGS
 RY0229  HISTORY     - 20060913 GOOD             GEOCAC
 RY0229
 RY0229                          STATION DESCRIPTION
 RY0229
 RY0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0229'2.1 MI NW FROM POWELL RANGER STATION.
 RY0229'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0229'STATION, THENCE 1.2 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, 0.2
 RY0229'MILE NORTHWEST OF THE JUNCTION OF JAY RIDGE TRAIL NO. 37, AT THE
 RY0229'APPROXIMATE CENTER OF A LONG CURVE, 60 FEET NORTH OF THE CENTER LINE
 RY0229'OF THE HIGHWAY, 44 FEET NORTHWEST OF THE CENTER OF THE NORTH END OF AN
 RY0229'18-INCH CORRUGATED METAL PIPE CULVERT, 22 FEET WEST OF THE APPROXIMATE
 RY0229'CENTER OF A RAVINE, 9 FEET NORTHEAST OF A 10-INCH SPRUCE TREE MARKED
 RY0229'BY A TRIANGULAR BLAZE, ABOUT 12 FEET HIGHER THAN THE HIGHWAY, AND SET
 RY0229'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 RY0229
 RY0229                          STATION RECOVERY (1980)
 RY0229
 RY0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0229'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0229'RANGER STATION, THENCE 1.5 KILOMETERS (0.95 MILE) WEST ALONG U.S.
 RY0229'HIGHWAY 12, 0.3 KILOMETER (0.2 MILE) NORTH OF HIGHWAY MILEPOST 161,
 RY0229'SET AT THE NORTHWEST EDGE OF A SMALL RAVINE AT THE APPROXIMATE CENTER
 RY0229'OF A LONG CURVE, 15.4 METERS (50.5 FEET) NORTHEAST OF THE CENTERLINE
 RY0229'OF THE HIGHWAY, 7.4 METERS (24.3 FEET) NORTHWEST OF AN 18-INCH
 RY0229'DIAMETER GRAND FIR TREE IN THE CENTER OF THE RAVINE.
 RY0229'THE MARK IS 1.4 METERS  NW FROM A WITNESS POST.
 RY0229'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 RY0229
 RY0229                          STATION RECOVERY (2006)
 RY0229
 RY0229'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RY0229'THE STATION IS ABOUT 40 FEET NORTH OF A FOUR BY SIX WOOD POST
 RY0229'SUPPORTING A CURVE WARNING ARROW, AND ABOUT 90 FEET EAST-NORTHEAST OF
 RY0229'A FOUR BY SIX WOOD POST SUPPORTING A CURVE WARNING ARROW AND 40 MPH
 RY0229'SIGN.  HANDHLED COORIDNATES ARE N46-31-02.28 W114-44-09.60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0230 ***********************************************************************
 RY0230  DESIGNATION -  3354
 RY0230  PID         -  RY0230
 RY0230  STATE/COUNTY-  ID/IDAHO
 RY0230  USGS QUAD   -  ROCKY POINT (1994)
 RY0230
 RY0230                         *CURRENT SURVEY CONTROL
 RY0230  ___________________________________________________________________
 RY0230* NAD 83(1986)-  46 30 53.     (N)    114 43 22.     (W)     SCALED    
 RY0230* NAVD 88     -      1060.016  (meters)    3477.74   (feet)  ADJUSTED  
 RY0230  ___________________________________________________________________
 RY0230  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 RY0230  DYNAMIC HT  -        1059.796 (meters)    3477.01  (feet)  COMP
 RY0230  MODELED GRAV-     980,371.0   (mgal)                       NAVD 88
 RY0230
 RY0230  VERT ORDER  -  FIRST     CLASS II
 RY0230
 RY0230.The horizontal coordinates were scaled from a topographic map and have
 RY0230.an estimated accuracy of +/- 6 seconds.
 RY0230
 RY0230.The orthometric height was determined by differential leveling
 RY0230.and adjusted by the National Geodetic Survey in June 1991..
 RY0230
 RY0230.The geoid height was determined by GEOID03.
 RY0230
 RY0230.The dynamic height is computed by dividing the NAVD 88
 RY0230.geopotential number by the normal gravity value computed on the
 RY0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0230.degrees latitude (g = 980.6199 gals.).
 RY0230
 RY0230.The modeled gravity was interpolated from observed gravity values.
 RY0230
 RY0230;                    North         East    Units  Estimated Accuracy
 RY0230;SPC ID W     -   539,160.      878,830.      MT  (+/- 180 meters Scaled)
 RY0230
 RY0230                          SUPERSEDED SURVEY CONTROL
 RY0230
 RY0230  NGVD 29 (??/??/92) 1058.871  (m)         3473.98   (f) ADJ UNCH    1 2
 RY0230
 RY0230.Superseded values are not recommended for survey control.
 RY0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0230.See file dsdata.txt to determine how the superseded data were derived.
 RY0230
 RY0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM746537(NAD 83)
 RY0230_MARKER: DD = SURVEY DISK
 RY0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0230_STAMPING: STA 3354X548 PT 60 FT
 RY0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0230+STABILITY: SURFACE MOTION
 RY0230
 RY0230  HISTORY     - Date     Condition        Report By
 RY0230  HISTORY     - UNK      MONUMENTED       IDPWD
 RY0230  HISTORY     - 1950     GOOD             NGS
 RY0230  HISTORY     - 1966     MARK NOT FOUND   USGS
 RY0230  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0230
 RY0230                          STATION DESCRIPTION
 RY0230
 RY0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0230'1.3 MI N FROM POWELL RANGER STATION.
 RY0230'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0230'STATION, THENCE 0.4 MILE WEST ALONG THE LEWIS AND CLARK HIGHWAY, AT
 RY0230'THE EAST END OF A CURVE, 247 FEET WEST OF THE CENTER OF THE NORTH END
 RY0230'OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 60 FEET NORTH OF THE
 RY0230'CENTER LINE OF THE HIGHWAY, 20 FEET NORTH OF THE TOP OF A DIRT CUT
 RY0230'BANK, 8.4 FEET NORTHWEST OF A 10-INCH PINE TREE MARKED BY A TRIANGULAR
 RY0230'BLAZE, 15 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RY0230'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 RY0230
 RY0230                          STATION RECOVERY (1966)
 RY0230
 RY0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RY0230'MARK NOT FOUND.
 RY0230
 RY0230                          STATION RECOVERY (1980)
 RY0230
 RY0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0230'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0091 ***********************************************************************
 QZ0091  DESIGNATION -  3355
 QZ0091  PID         -  QZ0091
 QZ0091  STATE/COUNTY-  ID/LEMHI
 QZ0091  USGS QUAD   -  LONG TOM MTN (1962)
 QZ0091
 QZ0091                         *CURRENT SURVEY CONTROL
 QZ0091  ___________________________________________________________________
 QZ0091* NAD 83(1986)-  45 17 52.     (N)    114 35 41.     (W)     SCALED    
 QZ0091* NAVD 88     -       923.769  (meters)    3030.73   (feet)  ADJUSTED  
 QZ0091  ___________________________________________________________________
 QZ0091  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 QZ0091  DYNAMIC HT  -         923.415 (meters)    3029.57  (feet)  COMP
 QZ0091  MODELED GRAV-     980,205.9   (mgal)                       NAVD 88
 QZ0091
 QZ0091  VERT ORDER  -  SECOND    CLASS 0
 QZ0091
 QZ0091.The horizontal coordinates were scaled from a topographic map and have
 QZ0091.an estimated accuracy of +/- 6 seconds.
 QZ0091
 QZ0091.The orthometric height was determined by differential leveling
 QZ0091.and adjusted by the National Geodetic Survey in June 1991..
 QZ0091
 QZ0091.The geoid height was determined by GEOID03.
 QZ0091
 QZ0091.The dynamic height is computed by dividing the NAVD 88
 QZ0091.geopotential number by the normal gravity value computed on the
 QZ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0091.degrees latitude (g = 980.6199 gals.).
 QZ0091
 QZ0091.The modeled gravity was interpolated from observed gravity values.
 QZ0091
 QZ0091;                    North         East    Units  Estimated Accuracy
 QZ0091;SPC ID C     -   403,580.      453,350.      MT  (+/- 180 meters Scaled)
 QZ0091
 QZ0091                          SUPERSEDED SURVEY CONTROL
 QZ0091
 QZ0091  NGVD 29 (??/??/92)  922.594  (m)         3026.88   (f) ADJ UNCH    2 0
 QZ0091
 QZ0091.Superseded values are not recommended for survey control.
 QZ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0091.See file dsdata.txt to determine how the superseded data were derived.
 QZ0091
 QZ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL885188(NAD 83)
 QZ0091_MARKER: Z = SEE DESCRIPTION
 QZ0091_SETTING: 80 = SET IN A BOULDER
 QZ0091_SP_SET: BOULDER
 QZ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0091+STABILITY: SURFACE MOTION
 QZ0091
 QZ0091  HISTORY     - Date     Condition        Report By
 QZ0091  HISTORY     - UNK      MONUMENTED       LOCENG
 QZ0091  HISTORY     - 1945     GOOD             NGS
 QZ0091  HISTORY     - 1947     GOOD             NGS
 QZ0091
 QZ0091                          STATION DESCRIPTION
 QZ0091
 QZ0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0091'R FROM IN VICINITY OF MIDDLE FORK RIVE.
 QZ0091'ON THE SOUTH SIDE OF THE SALMON RIVER, IN THE VICINITY OF THE JUNCTION
 QZ0091'OF THE MIDDLE FORK RIVER, A CHISELED CROSS IN A 3 FOOT X 7 FOOT
 QZ0091'RECTANGULAR ROCK BOULDER, 180 FEET EAST OF A HOUSE, 60 FEET EAST OF A
 QZ0091'CABIN AND 45 FEET NORTH OF A TREE IN WHICH IS OUT BT USMM.
 QZ0091
 QZ0091                          STATION RECOVERY (1947)
 QZ0091
 QZ0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 QZ0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0232 ***********************************************************************
 RY0232  DESIGNATION -  3368 A
 RY0232  PID         -  RY0232
 RY0232  STATE/COUNTY-  ID/IDAHO
 RY0232  USGS QUAD   -  ROCKY POINT (1994)
 RY0232
 RY0232                         *CURRENT SURVEY CONTROL
 RY0232  ___________________________________________________________________
 RY0232* NAD 83(1986)-  46 30 50.     (N)    114 43 03.     (W)     SCALED    
 RY0232* NAVD 88     -      1069.492  (meters)    3508.82   (feet)  ADJUSTED  
 RY0232  ___________________________________________________________________
 RY0232  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 RY0232  DYNAMIC HT  -        1069.270 (meters)    3508.10  (feet)  COMP
 RY0232  MODELED GRAV-     980,371.2   (mgal)                       NAVD 88
 RY0232
 RY0232  VERT ORDER  -  FIRST     CLASS II
 RY0232
 RY0232.The horizontal coordinates were scaled from a topographic map and have
 RY0232.an estimated accuracy of +/- 6 seconds.
 RY0232
 RY0232.The orthometric height was determined by differential leveling
 RY0232.and adjusted by the National Geodetic Survey in June 1991..
 RY0232
 RY0232.The geoid height was determined by GEOID03.
 RY0232
 RY0232.The dynamic height is computed by dividing the NAVD 88
 RY0232.geopotential number by the normal gravity value computed on the
 RY0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0232.degrees latitude (g = 980.6199 gals.).
 RY0232
 RY0232.The modeled gravity was interpolated from observed gravity values.
 RY0232
 RY0232;                    North         East    Units  Estimated Accuracy
 RY0232;SPC ID W     -   539,080.      879,230.      MT  (+/- 180 meters Scaled)
 RY0232
 RY0232                          SUPERSEDED SURVEY CONTROL
 RY0232
 RY0232  NGVD 29 (??/??/92) 1068.348  (m)         3505.07   (f) ADJ UNCH    1 2
 RY0232
 RY0232.Superseded values are not recommended for survey control.
 RY0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0232.See file dsdata.txt to determine how the superseded data were derived.
 RY0232
 RY0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM750536(NAD 83)
 RY0232_MARKER: DD = SURVEY DISK
 RY0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0232_STAMPING: STA 3368X43.3 PT 60 FT A
 RY0232_MARK LOGO: IDPWD 
 RY0232_PROJECTION: PROJECTING 20 CENTIMETERS
 RY0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0232+STABILITY: SURFACE MOTION
 RY0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RY0232+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 RY0232
 RY0232  HISTORY     - Date     Condition        Report By
 RY0232  HISTORY     - UNK      MONUMENTED       IDPWD
 RY0232  HISTORY     - 1950     GOOD             NGS
 RY0232  HISTORY     - 1980     GOOD             NGS
 RY0232  HISTORY     - 20060913 GOOD             GEOCAC
 RY0232
 RY0232                          STATION DESCRIPTION
 RY0232
 RY0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0232'1.0 MI N FROM POWELL RANGER STATION.
 RY0232'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0232'STATION, THENCE 0.1 MILE EAST ALONG THE LEWIS AND CLARK HIGHWAY, 60
 RY0232'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 49.7 FEET SOUTHEAST
 RY0232'OF THE CENTER OF THE SOUTHEAST END OF A 1- BY 3 FOOT WOODEN BOX
 RY0232'CULVERT, 25 FEET EAST OF THE APPROXIMATE CENTER OF A SMALL STREAM, 6.3
 RY0232'FEET EAST OF A CONCRETE POST MARKED WITH THE PAINTED LETTERS AND
 RY0232'NUMBERS FAP F-253- (1), 5 FEET SOUTHWEST OF A 14-INCH PINE TREE, 1
 RY0232'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RY0232'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 RY0232
 RY0232                          STATION RECOVERY (1980)
 RY0232
 RY0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0232'1.0 KILOMETER (0.6 MILE) NORTHEAST ALONG A PAVED ROAD FROM THE POWELL
 RY0232'RANGER STATION, THENCE 0.2 KILOMETER (0.1 MILE) NORTHEAST ALONG U.S.
 RY0232'HIGHWAY 12, AT A SMALL WOODED AREA BETWEEN TWO HIGHWAY PULLOUTS, 20.0
 RY0232'METERS (65.5 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27.6
 RY0232'METERS (90.6 FEET) SOUTHWEST OF THE TOP CENTER OF A 36-INCH DIAMETER
 RY0232'STEEL PIPE CULVERT UNDER THE HIGHWAY, 1.9 METERS (6.2 FEET) SOUTHEAST
 RY0232'OF A TRIANGULAR CONCRETE SURVEY STATION NUMBER FAP F-253-(1).
 RY0232'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 RY0232'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 RY0232
 RY0232                          STATION RECOVERY (2006)
 RY0232
 RY0232'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RY0232'HANDHLED COORIDNATES ARE N46-30-50.28 W114-43-04.14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0231 ***********************************************************************
 RY0231  DESIGNATION -  3368 B
 RY0231  PID         -  RY0231
 RY0231  STATE/COUNTY-  ID/IDAHO
 RY0231  USGS QUAD   -  ROCKY POINT (1994)
 RY0231
 RY0231                         *CURRENT SURVEY CONTROL
 RY0231  ___________________________________________________________________
 RY0231* NAD 83(1986)-  46 30 51.     (N)    114 43 06.     (W)     SCALED    
 RY0231* NAVD 88     -      1073.105  (meters)    3520.68   (feet)  ADJUSTED  
 RY0231  ___________________________________________________________________
 RY0231  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 RY0231  DYNAMIC HT  -        1072.883 (meters)    3519.95  (feet)  COMP
 RY0231  MODELED GRAV-     980,371.4   (mgal)                       NAVD 88
 RY0231
 RY0231  VERT ORDER  -  FIRST     CLASS II
 RY0231
 RY0231.The horizontal coordinates were scaled from a topographic map and have
 RY0231.an estimated accuracy of +/- 6 seconds.
 RY0231
 RY0231.The orthometric height was determined by differential leveling
 RY0231.and adjusted by the National Geodetic Survey in June 1991..
 RY0231
 RY0231.The geoid height was determined by GEOID03.
 RY0231
 RY0231.The dynamic height is computed by dividing the NAVD 88
 RY0231.geopotential number by the normal gravity value computed on the
 RY0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0231.degrees latitude (g = 980.6199 gals.).
 RY0231
 RY0231.The modeled gravity was interpolated from observed gravity values.
 RY0231
 RY0231;                    North         East    Units  Estimated Accuracy
 RY0231;SPC ID W     -   539,110.      879,170.      MT  (+/- 180 meters Scaled)
 RY0231
 RY0231                          SUPERSEDED SURVEY CONTROL
 RY0231
 RY0231  NGVD 29 (??/??/92) 1071.961  (m)         3516.93   (f) ADJ UNCH    1 2
 RY0231
 RY0231.Superseded values are not recommended for survey control.
 RY0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0231.See file dsdata.txt to determine how the superseded data were derived.
 RY0231
 RY0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM750537(NAD 83)
 RY0231_MARKER: DD = SURVEY DISK
 RY0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0231_STAMPING: STA 3368X433 PT 60 FT B
 RY0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0231+STABILITY: SURFACE MOTION
 RY0231
 RY0231  HISTORY     - Date     Condition        Report By
 RY0231  HISTORY     - UNK      MONUMENTED       IDPWD
 RY0231  HISTORY     - 1950     GOOD             NGS
 RY0231  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0231  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0231
 RY0231                          STATION DESCRIPTION
 RY0231
 RY0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0231'1.0 MI N FROM POWELL RANGER STATION.
 RY0231'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0231'STATION, THENCE 0.1 MILE EAST ALONG THE LEWIS AND CLARK HIGHWAY, 60
 RY0231'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET WEST OF THE
 RY0231'CENTER OF THE NORTHWEST END OF A 1- BY -3 FOOT WOODEN BOX CULVERT, 7
 RY0231'1/2 FEET NORTHEAST OF A 16-INCH PINE TREE, 8 FEET HIGHER THAN THE
 RY0231'ROAD, AND SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 0.6
 RY0231'FOOT ABOVE THE GROUND.
 RY0231
 RY0231                          STATION RECOVERY (1964)
 RY0231
 RY0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0231'MARK NOT FOUND.
 RY0231
 RY0231                          STATION RECOVERY (1980)
 RY0231
 RY0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0231'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
 RY0231'NOTE-HIGHWAY CONSTRUCTION IN THE AREA, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0450 ***********************************************************************
 QA0450  DESIGNATION -  3375
 QA0450  PID         -  QA0450
 QA0450  STATE/COUNTY-  ID/BOISE
 QA0450  USGS QUAD   -  GRIMES PASS (1988)
 QA0450
 QA0450                         *CURRENT SURVEY CONTROL
 QA0450  ___________________________________________________________________
 QA0450* NAD 83(1986)-  44 04 15.     (N)    115 45 34.     (W)     SCALED    
 QA0450* NAVD 88     -      1030.122  (meters)    3379.66   (feet)  ADJUSTED  
 QA0450  ___________________________________________________________________
 QA0450  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 QA0450  DYNAMIC HT  -        1029.661 (meters)    3378.15  (feet)  COMP
 QA0450  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 QA0450
 QA0450  VERT ORDER  -  SECOND    CLASS 0
 QA0450
 QA0450.The horizontal coordinates were scaled from a topographic map and have
 QA0450.an estimated accuracy of +/- 6 seconds.
 QA0450
 QA0450.The orthometric height was determined by differential leveling
 QA0450.and adjusted by the National Geodetic Survey in June 1991..
 QA0450
 QA0450.The geoid height was determined by GEOID03.
 QA0450
 QA0450.The dynamic height is computed by dividing the NAVD 88
 QA0450.geopotential number by the normal gravity value computed on the
 QA0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0450.degrees latitude (g = 980.6199 gals.).
 QA0450
 QA0450.The modeled gravity was interpolated from observed gravity values.
 QA0450
 QA0450;                    North         East    Units  Estimated Accuracy
 QA0450;SPC ID W     -   267,060.      799,240.      MT  (+/- 180 meters Scaled)
 QA0450
 QA0450                          SUPERSEDED SURVEY CONTROL
 QA0450
 QA0450  NGVD 29 (??/??/92) 1028.998  (m)         3375.97   (f) ADJ UNCH    2 0
 QA0450
 QA0450.Superseded values are not recommended for survey control.
 QA0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0450.See file dsdata.txt to determine how the superseded data were derived.
 QA0450
 QA0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ993804(NAD 83)
 QA0450_MARKER: DD = SURVEY DISK
 QA0450_SETTING: 80 = SET IN A BOULDER
 QA0450_SP_SET: BOULDER
 QA0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0450+STABILITY: SURFACE MOTION
 QA0450
 QA0450  HISTORY     - Date     Condition        Report By
 QA0450  HISTORY     - UNK      MONUMENTED       USGS
 QA0450  HISTORY     - 1960     GOOD             NGS
 QA0450  HISTORY     - 1969     GOOD             USGS
 QA0450
 QA0450                          STATION DESCRIPTION
 QA0450
 QA0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0450'10.4 MI W FROM LOWMAN.
 QA0450'10.4 MILES WEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 QA0450'HIGHWAY 21 AT LOWMAN, 0.1 MILE WEST OF THE JUNCTION OF DEADWOOD RIVER
 QA0450'ROAD, AT THE NORTHWEST END OF A SHARP CURVE, NEAR THE CONFLUENCE OF
 QA0450'THE SOUTH FORK OF THE PAYETTE RIVER AND LITTLE FALLS CREEK, AT THE
 QA0450'SOUTHEAST END OF A ROCKY KNOLL, IN TOP OF A 3-BY 5-FOOT BOULDER WHICH
 QA0450'PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 61 FEET SOUTHWEST OF THE
 QA0450'CENTER LINE OF THE ROAD, 40 FEET SOUTHEAST OF A 1-INCH IRON PIPE WHICH
 QA0450'PROJECTS ABOUT 4 FEET SUPPORTING A TELEPHONE LINE, 30 FEET NORTHEAST
 QA0450'OF THE NORTHEAST BANK OF THE RIVER, 15.9 FEET WEST-SOUTHWEST OF A
 QA0450'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 QA0450
 QA0450                          STATION RECOVERY (1969)
 QA0450
 QA0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QA0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0526 ***********************************************************************
 NV0526  DESIGNATION -  3381
 NV0526  PID         -  NV0526
 NV0526  STATE/COUNTY-  ID/OWYHEE
 NV0526  USGS QUAD   -  BLACK BUTTE WEST (1980)
 NV0526
 NV0526                         *CURRENT SURVEY CONTROL
 NV0526  ___________________________________________________________________
 NV0526* NAD 83(1986)-  42 44 16.     (N)    115 24 01.     (W)     SCALED    
 NV0526* NAVD 88     -      1031.475  (meters)    3384.10   (feet)  ADJUSTED  
 NV0526  ___________________________________________________________________
 NV0526  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 NV0526  DYNAMIC HT  -        1030.958 (meters)    3382.40  (feet)  COMP
 NV0526  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 NV0526
 NV0526  VERT ORDER  -  SECOND    CLASS 0
 NV0526
 NV0526.The horizontal coordinates were scaled from a topographic map and have
 NV0526.an estimated accuracy of +/- 6 seconds.
 NV0526
 NV0526.The orthometric height was determined by differential leveling
 NV0526.and adjusted by the National Geodetic Survey in June 1991..
 NV0526
 NV0526.The geoid height was determined by GEOID03.
 NV0526
 NV0526.The dynamic height is computed by dividing the NAVD 88
 NV0526.geopotential number by the normal gravity value computed on the
 NV0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0526.degrees latitude (g = 980.6199 gals.).
 NV0526
 NV0526.The modeled gravity was interpolated from observed gravity values.
 NV0526
 NV0526;                    North         East    Units  Estimated Accuracy
 NV0526;SPC ID W     -   119,030.      828,640.      MT  (+/- 180 meters Scaled)
 NV0526
 NV0526                          SUPERSEDED SURVEY CONTROL
 NV0526
 NV0526  NGVD 29 (??/??/92) 1030.57   (m)         3381.1    (f) COMPUTED    2 0
 NV0526
 NV0526.Superseded values are not recommended for survey control.
 NV0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0526.See file dsdata.txt to determine how the superseded data were derived.
 NV0526
 NV0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH309329(NAD 83)
 NV0526_MARKER: Z = SEE DESCRIPTION
 NV0526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0526_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0526
 NV0526  HISTORY     - Date     Condition        Report By
 NV0526  HISTORY     - UNK      MONUMENTED       IDPWD
 NV0526  HISTORY     - 1935     GOOD             NGS
 NV0526  HISTORY     - 1975     GOOD             USGS
 NV0526
 NV0526                          STATION DESCRIPTION
 NV0526
 NV0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NV0526'23.0 MI E FROM HOT SPRING.
 NV0526'ABOUT 23.0 MILES EAST ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING
 NV0526'BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 2.4 MILES EAST OF SAILOR
 NV0526'CAP BUTTE, ABOUT 475 FEET SOUTHWEST OF THE ROAD SKIRTING THE FOOTHILLS
 NV0526'FROM SAILOR CAP BUTTE, AND 5 FEET WEST OF A ROCK CAIRN 4 FEET IN
 NV0526'HEIGHT.  A 3-1/2 FOOT BLACK IRON PIPE PROJECTING 1.4 FEET ABOVE
 NV0526'GROUND.
 NV0526
 NV0526                          STATION RECOVERY (1975)
 NV0526
 NV0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0526'HAMMETT, IDAHO, 4.2 MI WEST OF ALONG INDIAN COVE BRIDGE. WEST ON
 NV0526'STATE HWY. 78 1.6 MI, TURN LEFT ONTO DIRT RD. (SOUTH), 1.9 MI TO
 NV0526'Y-RD. INTERSECTION. RIGHT (SOUTH) 0.9 MI TO Y-RD. INTERSECTION, LEFT
 NV0526'13.6 MI TO INTERSECTION. KEEP LEFT 1.8 MI TO RD. TRIANGLE, LEFT 2.25
 NV0526'MI TO INTERSECTION OF GRADED RD. ABOUT 500 FT SE OF SAILOR CAP BUTTE,
 NV0526'RIGHT (SOUTH) 250 FT TO Y-RD. NE. LEFT AND DRIVE EASTERLY ALONG TRACK
 NV0526'RD. 2.3 MI TO FAINT TRACK RD. NORTH, 475 FT SSW OF INTERSECTION, 5 FT
 NV0526'WEST OF ROCK CAIRN 4 FT IN HEIGHT, 2 BLACK IRON PIPE PROJECTING 1.4
 NV0526'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0323 ***********************************************************************
 SV0323  DESIGNATION -  34
 SV0323  PID         -  SV0323
 SV0323  STATE/COUNTY-  ID/BENEWAH
 SV0323  USGS QUAD   -  ST MARIES (1995)
 SV0323
 SV0323                         *CURRENT SURVEY CONTROL
 SV0323  ___________________________________________________________________
 SV0323* NAD 83(1986)-  47 17 17.     (N)    116 33 28.     (W)     SCALED    
 SV0323* NAVD 88     -       653.073  (meters)    2142.62   (feet)  ADJUSTED  
 SV0323  ___________________________________________________________________
 SV0323  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 SV0323  DYNAMIC HT  -         653.057 (meters)    2142.57  (feet)  COMP
 SV0323  MODELED GRAV-     980,568.1   (mgal)                       NAVD 88
 SV0323
 SV0323  VERT ORDER  -  SECOND    CLASS 0
 SV0323
 SV0323.The horizontal coordinates were scaled from a topographic map and have
 SV0323.an estimated accuracy of +/- 6 seconds.
 SV0323
 SV0323.The orthometric height was determined by differential leveling
 SV0323.and adjusted by the National Geodetic Survey in June 1991..
 SV0323
 SV0323.The geoid height was determined by GEOID03.
 SV0323
 SV0323.The dynamic height is computed by dividing the NAVD 88
 SV0323.geopotential number by the normal gravity value computed on the
 SV0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0323.degrees latitude (g = 980.6199 gals.).
 SV0323
 SV0323.The modeled gravity was interpolated from observed gravity values.
 SV0323
 SV0323;                    North         East    Units  Estimated Accuracy
 SV0323;SPC ID W     -   624,930.      738,900.      MT  (+/- 180 meters Scaled)
 SV0323
 SV0323                          SUPERSEDED SURVEY CONTROL
 SV0323
 SV0323  NGVD 29 (??/??/92)  651.953  (m)         2138.95   (f) ADJ UNCH    2 0
 SV0323
 SV0323.Superseded values are not recommended for survey control.
 SV0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0323.See file dsdata.txt to determine how the superseded data were derived.
 SV0323
 SV0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN334372(NAD 83)
 SV0323_MARKER: DD = SURVEY DISK
 SV0323_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0323_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0323_STAMPING: 34 - 2142 FT. 1911
 SV0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0323
 SV0323  HISTORY     - Date     Condition        Report By
 SV0323  HISTORY     - 1911     MONUMENTED       USGS
 SV0323  HISTORY     - 1935     GOOD             NGS
 SV0323
 SV0323                          STATION DESCRIPTION
 SV0323
 SV0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0323'2.4 MI S FROM ST MARIES.
 SV0323'2.4 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  ABOUT 115
 SV0323'FEET NORTHWEST OF WEST CORNER OF JOHN FLINTS FARM HOUSE.  45 FEET EAST
 SV0323'OF CENTERLINE OF RAILROAD CROSSING.  19.3 FEET EAST OF SOUTHEAST END
 SV0323'OF GATE.  15.2 FEET NORTHEAST OF WEST CORNER OF GARDEN FENCE. 1.8 FT.
 SV0323'NORTHWEST OF NORTHEAST AND SOUTHWEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0671 ***********************************************************************
 OY0671  DESIGNATION -  34 A
 OY0671  PID         -  OY0671
 OY0671  STATE/COUNTY-  ID/BLAINE
 OY0671  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0671
 OY0671                         *CURRENT SURVEY CONTROL
 OY0671  ___________________________________________________________________
 OY0671* NAD 83(1986)-  43 23 32.     (N)    113 38 53.     (W)     SCALED    
 OY0671* NAVD 88     -      1673.481  (meters)    5490.41   (feet)  ADJUSTED  
 OY0671  ___________________________________________________________________
 OY0671  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 OY0671  DYNAMIC HT  -        1672.513 (meters)    5487.24  (feet)  COMP
 OY0671  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 OY0671
 OY0671  VERT ORDER  -  SECOND    CLASS 0
 OY0671
 OY0671.The horizontal coordinates were scaled from a topographic map and have
 OY0671.an estimated accuracy of +/- 6 seconds.
 OY0671
 OY0671.The orthometric height was determined by differential leveling
 OY0671.and adjusted by the National Geodetic Survey in June 1991..
 OY0671
 OY0671.The geoid height was determined by GEOID03.
 OY0671
 OY0671.The dynamic height is computed by dividing the NAVD 88
 OY0671.geopotential number by the normal gravity value computed on the
 OY0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0671.degrees latitude (g = 980.6199 gals.).
 OY0671
 OY0671.The modeled gravity was interpolated from observed gravity values.
 OY0671
 OY0671;                    North         East    Units  Estimated Accuracy
 OY0671;SPC ID C     -   191,730.      528,510.      MT  (+/- 180 meters Scaled)
 OY0671
 OY0671                          SUPERSEDED SURVEY CONTROL
 OY0671
 OY0671  NGVD 29 (??/??/92) 1672.381  (m)         5486.80   (f) ADJ UNCH    2 0
 OY0671
 OY0671.Superseded values are not recommended for survey control.
 OY0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0671.See file dsdata.txt to determine how the superseded data were derived.
 OY0671
 OY0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP855077(NAD 83)
 OY0671_MARKER: DD = SURVEY DISK
 OY0671_SETTING: 66 = SET IN ROCK OUTCROP
 OY0671_SP_SET: ROCK FLOW
 OY0671_STAMPING: 34 A 1932
 OY0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0671+STABILITY: POSITION/ELEVATION WELL
 OY0671
 OY0671  HISTORY     - Date     Condition        Report By
 OY0671  HISTORY     - 1932     MONUMENTED       USGS
 OY0671  HISTORY     - 1958     GOOD             NGS
 OY0671
 OY0671                          STATION DESCRIPTION
 OY0671
 OY0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0671'18.0 MI NE FROM CAREY.
 OY0671'17.8 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 9O ALTERNATE FROM
 OY0671'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, THENCE 0.2 MILE NORTHWEST
 OY0671'ALONG A TRACK ROAD, 0.1 MILE SOUTHEAST OF A GATE ACROSS THE ROAD, IN
 OY0671'THE TOP OF A LARGE LAVA FLOW WHICH PROJECTS 2 FEET ABOVE THE GROUND,
 OY0671'22 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.4 FEET NORTHEAST
 OY0671'OF A SHEER BREAK IN THE LAVA FLOW, 4.1 FEET EAST OF A WITNESS POST,
 OY0671'AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0673 ***********************************************************************
 OY0673  DESIGNATION -  34 A RM
 OY0673  PID         -  OY0673
 OY0673  STATE/COUNTY-  ID/BLAINE
 OY0673  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0673
 OY0673                         *CURRENT SURVEY CONTROL
 OY0673  ___________________________________________________________________
 OY0673* NAD 83(1986)-  43 23 32.     (N)    113 38 53.     (W)     SCALED    
 OY0673* NAVD 88     -      1673.342  (meters)    5489.96   (feet)  ADJUSTED  
 OY0673  ___________________________________________________________________
 OY0673  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 OY0673  DYNAMIC HT  -        1672.374 (meters)    5486.78  (feet)  COMP
 OY0673  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 OY0673
 OY0673  VERT ORDER  -  SECOND    CLASS 0
 OY0673
 OY0673.The horizontal coordinates were scaled from a topographic map and have
 OY0673.an estimated accuracy of +/- 6 seconds.
 OY0673
 OY0673.The orthometric height was determined by differential leveling
 OY0673.and adjusted by the National Geodetic Survey in June 1991..
 OY0673
 OY0673.The geoid height was determined by GEOID03.
 OY0673
 OY0673.The dynamic height is computed by dividing the NAVD 88
 OY0673.geopotential number by the normal gravity value computed on the
 OY0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0673.degrees latitude (g = 980.6199 gals.).
 OY0673
 OY0673.The modeled gravity was interpolated from observed gravity values.
 OY0673
 OY0673;                    North         East    Units  Estimated Accuracy
 OY0673;SPC ID C     -   191,730.      528,510.      MT  (+/- 180 meters Scaled)
 OY0673
 OY0673                          SUPERSEDED SURVEY CONTROL
 OY0673
 OY0673  NGVD 29 (??/??/92) 1672.24   (m)         5486.3    (f) COMPUTED    2 0
 OY0673
 OY0673.Superseded values are not recommended for survey control.
 OY0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0673.See file dsdata.txt to determine how the superseded data were derived.
 OY0673
 OY0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP855077(NAD 83)
 OY0673_MARKER: N = NAIL
 OY0673_SETTING: 66 = SET IN ROCK OUTCROP
 OY0673_SP_SET: ROCK FLOW
 OY0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0673+STABILITY: POSITION/ELEVATION WELL
 OY0673
 OY0673  HISTORY     - Date     Condition        Report By
 OY0673  HISTORY     - UNK      MONUMENTED       USGS
 OY0673  HISTORY     - 1958     GOOD             NGS
 OY0673
 OY0673                          STATION DESCRIPTION
 OY0673
 OY0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0673'18.0 MI NE FROM CAREY.
 OY0673'17.8 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0673'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, THENCE 0.2 MILE NORTHWEST
 OY0673'ALONG A TRACK ROAD, IN THE TOP OF A LARGE LAVA FLOW WHICH PROJECTS 2
 OY0673'1/2 FEET ABOVE THE GROUND, 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 OY0673'ROAD, 24.42 FEET SOUTHEAST OF BENCH MARK 34 A (USGS), 2.4 FEET
 OY0673'NORTHEAST OF A SHEER BREAK IN THE LAVA FLOW, AND ABOUT 3 1/2 FEET
 OY0673'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0503 ***********************************************************************
 NW0503  DESIGNATION -  34 EMH
 NW0503  PID         -  NW0503
 NW0503  STATE/COUNTY-  ID/OWYHEE
 NW0503  USGS QUAD   -  CRAB SPRING BUTTE (1972)
 NW0503
 NW0503                         *CURRENT SURVEY CONTROL
 NW0503  ___________________________________________________________________
 NW0503* NAD 83(1986)-  42 30 24.     (N)    116 20 35.     (W)     SCALED    
 NW0503* NAVD 88     -      1742.638  (meters)    5717.30   (feet)  POSTED    
 NW0503  ___________________________________________________________________
 NW0503  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 NW0503  DYNAMIC HT  -        1741.450 (meters)    5713.41  (feet)  COMP
 NW0503  MODELED GRAV-     979,877.9   (mgal)                       NAVD 88
 NW0503
 NW0503  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0503
 NW0503.The horizontal coordinates were scaled from a topographic map and have
 NW0503.an estimated accuracy of +/- 6 seconds.
 NW0503
 NW0503.The orthometric height was determined by differential leveling
 NW0503.and adjusted by the National Geodetic Survey in 1992..
 NW0503.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0503.rate of 0.0 thru 1.0 mm/km.
 NW0503
 NW0503.The geoid height was determined by GEOID03.
 NW0503
 NW0503.The dynamic height is computed by dividing the NAVD 88
 NW0503.geopotential number by the normal gravity value computed on the
 NW0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0503.degrees latitude (g = 980.6199 gals.).
 NW0503
 NW0503.The modeled gravity was interpolated from observed gravity values.
 NW0503
 NW0503;                    North         East    Units  Estimated Accuracy
 NW0503;SPC ID W     -    93,470.      751,260.      MT  (+/- 180 meters Scaled)
 NW0503
 NW0503                          SUPERSEDED SURVEY CONTROL
 NW0503
 NW0503.No superseded survey control is available for this station.
 NW0503
 NW0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH539062(NAD 83)
 NW0503_MARKER: DD = SURVEY DISK
 NW0503_SETTING: 66 = SET IN ROCK OUTCROP
 NW0503_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0503_STAMPING: 34 EMH 1972 5713
 NW0503_MARK LOGO: USGS  
 NW0503_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0503+STABILITY: POSITION/ELEVATION WELL
 NW0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0503+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0503
 NW0503  HISTORY     - Date     Condition        Report By
 NW0503  HISTORY     - 1972     MONUMENTED       USGS
 NW0503
 NW0503                          STATION DESCRIPTION
 NW0503
 NW0503'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0503'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0503'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0503'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0503'TRACK ROAD, THENCE 10.7 MILES SOUTHEAST ALONG TRACK ROAD, 2.4 MILES
 NW0503'NORTHWEST OF UPPER BATTLE CREEK CROSSING, 58 FEET EAST AND ABOUT 2
 NW0503'FEET LOWER THAN THE CENTERLINE OF THE ROAD, 44 FEET SOUTH OF A FENCE,
 NW0503'SET IN A LARGE OUTCROP PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0460 ***********************************************************************
 NW0460  DESIGNATION -  34 FMK
 NW0460  PID         -  NW0460
 NW0460  STATE/COUNTY-  ID/OWYHEE
 NW0460  USGS QUAD   -  TOY PASS (1990)
 NW0460
 NW0460                         *CURRENT SURVEY CONTROL
 NW0460  ___________________________________________________________________
 NW0460* NAD 83(1986)-  42 54 16.     (N)    116 32 46.     (W)     SCALED    
 NW0460* NAVD 88     -      1791.685  (meters)    5878.22   (feet)  POSTED    
 NW0460  ___________________________________________________________________
 NW0460  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 NW0460  DYNAMIC HT  -        1790.580 (meters)    5874.59  (feet)  COMP
 NW0460  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 NW0460
 NW0460  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0460
 NW0460.The horizontal coordinates were scaled from a topographic map and have
 NW0460.an estimated accuracy of +/- 6 seconds.
 NW0460
 NW0460.The orthometric height was determined by differential leveling
 NW0460.and adjusted by the National Geodetic Survey in 1992..
 NW0460.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0460.rate of 1.1 thru 2.0 mm/km.
 NW0460
 NW0460.The geoid height was determined by GEOID03.
 NW0460
 NW0460.The dynamic height is computed by dividing the NAVD 88
 NW0460.geopotential number by the normal gravity value computed on the
 NW0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0460.degrees latitude (g = 980.6199 gals.).
 NW0460
 NW0460.The modeled gravity was interpolated from observed gravity values.
 NW0460
 NW0460;                    North         East    Units  Estimated Accuracy
 NW0460;SPC ID W     -   137,790.      734,990.      MT  (+/- 180 meters Scaled)
 NW0460
 NW0460                          SUPERSEDED SURVEY CONTROL
 NW0460
 NW0460.No superseded survey control is available for this station.
 NW0460
 NW0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH370503(NAD 83)
 NW0460_MARKER: DD = SURVEY DISK
 NW0460_SETTING: 66 = SET IN ROCK OUTCROP
 NW0460_SP_SET: ROCK OUTCROP
 NW0460_STAMPING: 34 FMK 1964
 NW0460_MARK LOGO: USGS  
 NW0460_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0460+STABILITY: POSITION/ELEVATION WELL
 NW0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0460+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0460
 NW0460  HISTORY     - Date     Condition        Report By
 NW0460  HISTORY     - 1964     MONUMENTED       USGS
 NW0460
 NW0460                          STATION DESCRIPTION
 NW0460
 NW0460'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0460'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0460'COUNTY ROAD, THENCE 14.0 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0460'ROAD, ON SUMMIT OF BAUCHMAN GRADE, 176 FEET EAST AND 15 FEET ABOVE THE
 NW0460'ROAD, 7 FEET WEST OF A WITNESS POST, IN A ROCK OUTCROP FLUSH WITH
 NW0460'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1280 ***********************************************************************
 OY1280  DESIGNATION -  34 FMK
 OY1280  PID         -  OY1280
 OY1280  STATE/COUNTY-  ID/BINGHAM
 OY1280  USGS QUAD   -  LITTLE BUTTE SW (1973)
 OY1280
 OY1280                         *CURRENT SURVEY CONTROL
 OY1280  ___________________________________________________________________
 OY1280* NAD 83(1986)-  43 32 37.     (N)    112 39 11.     (W)     SCALED    
 OY1280* NAVD 88     -      1600.906  (meters)    5252.31   (feet)  ADJUSTED  
 OY1280  ___________________________________________________________________
 OY1280  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 OY1280  DYNAMIC HT  -        1600.031 (meters)    5249.44  (feet)  COMP
 OY1280  MODELED GRAV-     980,015.6   (mgal)                       NAVD 88
 OY1280
 OY1280  VERT ORDER  -  FIRST     CLASS II
 OY1280
 OY1280.The horizontal coordinates were scaled from a topographic map and have
 OY1280.an estimated accuracy of +/- 6 seconds.
 OY1280
 OY1280.The orthometric height was determined by differential leveling
 OY1280.and adjusted by the National Geodetic Survey in December 1992..
 OY1280
 OY1280.The geoid height was determined by GEOID03.
 OY1280
 OY1280.The dynamic height is computed by dividing the NAVD 88
 OY1280.geopotential number by the normal gravity value computed on the
 OY1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1280.degrees latitude (g = 980.6199 gals.).
 OY1280
 OY1280.The modeled gravity was interpolated from observed gravity values.
 OY1280
 OY1280;                    North         East    Units  Estimated Accuracy
 OY1280;SPC ID E     -   208,600.      160,690.      MT  (+/- 180 meters Scaled)
 OY1280
 OY1280                          SUPERSEDED SURVEY CONTROL
 OY1280
 OY1280  NGVD 29 (08/20/92) 1599.818  (m)         5248.74   (f) ADJUSTED    1 2
 OY1280
 OY1280.Superseded values are not recommended for survey control.
 OY1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1280.See file dsdata.txt to determine how the superseded data were derived.
 OY1280
 OY1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP664225(NAD 83)
 OY1280_MARKER: DD = SURVEY DISK
 OY1280_SETTING: 66 = SET IN ROCK OUTCROP
 OY1280_SP_SET: BEDROCK
 OY1280_STAMPING: 34 FMK 1973 5249
 OY1280_MARK LOGO: USGS  
 OY1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1280+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1992
 OY1280
 OY1280  HISTORY     - Date     Condition        Report By
 OY1280  HISTORY     - 1973     MONUMENTED       USGS
 OY1280  HISTORY     - 19920518 GOOD             NGS
 OY1280
 OY1280                          STATION DESCRIPTION
 OY1280
 OY1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1280'57.7 KM (35.85 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1280'OF U.S. HIGHWAY 93 IN ARCO, NEAR THE CENTER OF A 4 BY 6-FOOT AREA OF
 OY1280'OUTCROPPING BEDROCK, 135.0 M (442.9 FT) SOUTH OF THE CENTERLINE OF
 OY1280'THE HIGHWAY, 1.6 M (5.2 FT) NORTH OF A CAIRN, AND 1.0 M (3.3 FT)
 OY1280'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0515 ***********************************************************************
 SV0515  DESIGNATION -  34 FT
 SV0515  PID         -  SV0515
 SV0515  STATE/COUNTY-  ID/KOOTENAI
 SV0515  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0515
 SV0515                         *CURRENT SURVEY CONTROL
 SV0515  ___________________________________________________________________
 SV0515* NAD 83(1986)-  47 36 47.     (N)    116 40 43.     (W)     SCALED    
 SV0515* NAVD 88     -       649.841  (meters)    2132.02   (feet)  ADJUSTED  
 SV0515  ___________________________________________________________________
 SV0515  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 SV0515  DYNAMIC HT  -         649.848 (meters)    2132.04  (feet)  COMP
 SV0515  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 SV0515
 SV0515  VERT ORDER  -  SECOND    CLASS 0
 SV0515
 SV0515.The horizontal coordinates were scaled from a topographic map and have
 SV0515.an estimated accuracy of +/- 6 seconds.
 SV0515
 SV0515.The orthometric height was determined by differential leveling
 SV0515.and adjusted by the National Geodetic Survey in June 1991..
 SV0515
 SV0515.The geoid height was determined by GEOID03.
 SV0515
 SV0515.The dynamic height is computed by dividing the NAVD 88
 SV0515.geopotential number by the normal gravity value computed on the
 SV0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0515.degrees latitude (g = 980.6199 gals.).
 SV0515
 SV0515.The modeled gravity was interpolated from observed gravity values.
 SV0515
 SV0515;                    North         East    Units  Estimated Accuracy
 SV0515;SPC ID W     -   661,170.      730,190.      MT  (+/- 180 meters Scaled)
 SV0515
 SV0515                          SUPERSEDED SURVEY CONTROL
 SV0515
 SV0515  NGVD 29 (??/??/92)  648.702  (m)         2128.28   (f) ADJ UNCH    2 0
 SV0515
 SV0515.Superseded values are not recommended for survey control.
 SV0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0515.See file dsdata.txt to determine how the superseded data were derived.
 SV0515
 SV0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN241733(NAD 83)
 SV0515_MARKER: DD = SURVEY DISK
 SV0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0515_STAMPING: POT 1348+476 R.W. 50 FT SET AT 34 FT.
 SV0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0515+STABILITY: SURFACE MOTION
 SV0515
 SV0515  HISTORY     - Date     Condition        Report By
 SV0515  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0515  HISTORY     - 1952     GOOD             NGS
 SV0515
 SV0515                          STATION DESCRIPTION
 SV0515
 SV0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0515'11.1 MI SE FROM COEUR DALENE.
 SV0515'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0515'COEUR DALENE, THENCE 2.3 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0515'ALTERNATE, 175 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE OVER
 SV0515'BEAUTY CREEK, 69 FEET WEST OF THE CENTER OF THE Y JUNCTION OF A ROAD
 SV0515'LEADING EAST, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9.3
 SV0515'FEET SOUTH OF B.M. 213716, ABOUT 8 FEET LOWER THAN THE HIGHWAY, AND
 SV0515'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 SV0515'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0560 ***********************************************************************
 NW0560  DESIGNATION -  34 MDC
 NW0560  PID         -  NW0560
 NW0560  STATE/COUNTY-  ID/OWYHEE
 NW0560  USGS QUAD   -  SLACK MOUNTAIN (1973)
 NW0560
 NW0560                         *CURRENT SURVEY CONTROL
 NW0560  ___________________________________________________________________
 NW0560* NAD 83(1986)-  42 34 39.     (N)    116 41 58.     (W)     SCALED    
 NW0560* NAVD 88     -      1624.452  (meters)    5329.56   (feet)  POSTED    
 NW0560  ___________________________________________________________________
 NW0560  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 NW0560  DYNAMIC HT  -        1623.400 (meters)    5326.10  (feet)  COMP
 NW0560  MODELED GRAV-     979,912.9   (mgal)                       NAVD 88
 NW0560
 NW0560  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0560
 NW0560.The horizontal coordinates were scaled from a topographic map and have
 NW0560.an estimated accuracy of +/- 6 seconds.
 NW0560
 NW0560.The orthometric height was determined by differential leveling
 NW0560.and adjusted by the National Geodetic Survey in 1992..
 NW0560.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0560.rate of 0.0 thru 1.0 mm/km.
 NW0560
 NW0560.The geoid height was determined by GEOID03.
 NW0560
 NW0560.The dynamic height is computed by dividing the NAVD 88
 NW0560.geopotential number by the normal gravity value computed on the
 NW0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0560.degrees latitude (g = 980.6199 gals.).
 NW0560
 NW0560.The modeled gravity was interpolated from observed gravity values.
 NW0560
 NW0560;                    North         East    Units  Estimated Accuracy
 NW0560;SPC ID W     -   101,600.      722,060.      MT  (+/- 180 meters Scaled)
 NW0560
 NW0560                          SUPERSEDED SURVEY CONTROL
 NW0560
 NW0560.No superseded survey control is available for this station.
 NW0560
 NW0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH246139(NAD 83)
 NW0560_MARKER: DD = SURVEY DISK
 NW0560_SETTING: 66 = SET IN ROCK OUTCROP
 NW0560_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0560_STAMPING: 34 MDC 1973 5326
 NW0560_MARK LOGO: USGS  
 NW0560_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0560+STABILITY: POSITION/ELEVATION WELL
 NW0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0560+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0560
 NW0560  HISTORY     - Date     Condition        Report By
 NW0560  HISTORY     - 1972     MONUMENTED       USGS
 NW0560
 NW0560                          STATION DESCRIPTION
 NW0560
 NW0560'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0560'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0560'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0560'16.9 MILES NORTH ALONG MUD FLAT ROAD, 10.3 MILES WEST OF MUD FLAT
 NW0560'RESOURCE AREA FIELD STATION, ON A FLAT STRETCH OF ROAD JUST AFTER A
 NW0560'CURVE AND JUST BEFORE A DOWNGRADE, 64 FEET SOUTH OF THE CENTERLINE OF
 NW0560'THE ROAD, 51 FEET SOUTHEAST OF A TREE, ABOUT 4 FEET LOWER THAN THE
 NW0560'ROAD BED, CEMENTED IN A LAVA OUTCROP PROJECTING 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0943 ***********************************************************************
 TO0943  DESIGNATION -  34 WS
 TO0943  PID         -  TO0943
 TO0943  STATE/COUNTY-  ID/BONNER
 TO0943  USGS QUAD   -  SMITH MOUNTAIN (1989)
 TO0943
 TO0943                         *CURRENT SURVEY CONTROL
 TO0943  ___________________________________________________________________
 TO0943* NAD 83(1992)-  48 28 03.30524(N)    116 05 03.44933(W)     ADJUSTED  
 TO0943* NAVD 88     -      1837.91   (+/-2cm)    6029.9    (feet)  VERTCON   
 TO0943  ___________________________________________________________________
 TO0943  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 TO0943  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TO0943
 TO0943  HORZ ORDER  -  THIRD
 TO0943  VERT ORDER  -  THIRD ? (See Below)
 TO0943
 TO0943.The horizontal coordinates were established by classical geodetic methods
 TO0943.and adjusted by the National Geodetic Survey in July 1992..
 TO0943
 TO0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0943.The vertical order pertains to the NGVD 29 superseded value.
 TO0943
 TO0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0943
 TO0943.The geoid height was determined by GEOID03.
 TO0943
 TO0943;                    North         East     Units Scale Factor Converg.
 TO0943;SPC ID W     -   755,810.688   775,281.306   MT  0.99994084   -0 15 00.9
 TO0943;UTM  11      - 5,368,677.378   567,687.857   MT  0.99965629   +0 41 07.8
 TO0943
 TO0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0943!SPC ID W     -   0.99971455  x   0.99994084  =   0.99965540
 TO0943!UTM  11      -   0.99971455  x   0.99965629  =   0.99937094
 TO0943
 TO0943:                Primary Azimuth Mark                     Grid Az
 TO0943:SPC ID W     -  SMITH PEAK LOOKOUT TOWER                 194 31 37.7
 TO0943:UTM  11      -  SMITH PEAK LOOKOUT TOWER                 193 35 29.0
 TO0943
 TO0943|---------------------------------------------------------------------|
 TO0943| PID    Reference Object                     Distance      Geod. Az  |
 TO0943|                                                           dddmmss.s |
 TO0943| TO0945 SMITH PEAK LOOKOUT TOWER            APPROX. 6.0 KM 1941636.8 |
 TO0943|---------------------------------------------------------------------|
 TO0943
 TO0943                          SUPERSEDED SURVEY CONTROL
 TO0943
 TO0943  NAD 83(1986)-  48 28 03.31599(N)    116 05 03.44684(W) AD(       ) 3
 TO0943  NAD 27      -  48 28 03.53921(N)    116 04 59.81092(W) AD(       ) 3
 TO0943  NGVD 29 (07/19/86) 1836.63   (m)         6025.7    (f) LEVELING    3  
 TO0943
 TO0943.Superseded values are not recommended for survey control.
 TO0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0943.See file dsdata.txt to determine how the superseded data were derived.
 TO0943
 TO0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP6768868677(NAD 83)
 TO0943_MARKER: DB = BENCH MARK DISK
 TO0943_SETTING: 66 = SET IN ROCK OUTCROP
 TO0943_SP_SET: SET IN ROCK OUTCROP
 TO0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0943+STABILITY: POSITION/ELEVATION WELL
 TO0943
 TO0943  HISTORY     - Date     Condition        Report By
 TO0943  HISTORY     - 1949     MONUMENTED       USGS
 TO0943
 TO0943                          STATION DESCRIPTION
 TO0943
 TO0943'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 TO0943'TROY, 12.0 MI. SSW. OF, ALONG CALLAHAN CREEK RD. AND TRAIL, 2.6 MI.
 TO0943'NW. OF FORKS OF TRAIL LEADING NW. TO ROBERTS L.O., ON HIGHEST POINT
 TO0943'OF HILL, IN BOULDER, STANDARD TABLET STAMPED ---34 WS 1949 6026---.
 TO0943'
 TO0943'LOCATED ABOUT 9.0 MI. (AIRLINE) W. OF TROY, MONTANA, ON A SPARSELY
 TO0943'TIMBERED NOSE OF THE DIVIDING RIDGE BETWEEN SWEASEY AND FREZKAT
 TO0943'CREEKS.
 TO0943'
 TO0943'TO REACH FROM THE END OF THE CALLAHAN CREEK RD. FOLLOW TRAIL NO. 545
 TO0943'W. FOR 1.7 MI. TO TRAIL NO. 407, THENCE ABOUT 2.5 MI. TO STATION AT
 TO0943'TOP OF STEEP SLOPE.  (TRAIL IS NOT DISTINCT BUT GENERALLY FOLLOWS
 TO0943'ABANDONED TELEPHONE LINE.)
 TO0943'
 TO0943'STATION MARK--STANDARD BM TABLET, STAMPED ---34 WS 1949 6026---,
 TO0943'CEMENTED IN ROCK OUTCROP.
 TO0943'
 TO0943'NOT PANELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0233 ***********************************************************************
 RY0233  DESIGNATION -  3409
 RY0233  PID         -  RY0233
 RY0233  STATE/COUNTY-  ID/IDAHO
 RY0233  USGS QUAD   -  ROCKY POINT (1994)
 RY0233
 RY0233                         *CURRENT SURVEY CONTROL
 RY0233  ___________________________________________________________________
 RY0233* NAD 83(1986)-  46 30 34.     (N)    114 42 34.     (W)     SCALED    
 RY0233* NAVD 88     -      1039.243  (meters)    3409.58   (feet)  ADJUSTED  
 RY0233  ___________________________________________________________________
 RY0233  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 RY0233  DYNAMIC HT  -        1039.005 (meters)    3408.80  (feet)  COMP
 RY0233  MODELED GRAV-     980,351.1   (mgal)                       NAVD 88
 RY0233
 RY0233  VERT ORDER  -  FIRST     CLASS II
 RY0233
 RY0233.The horizontal coordinates were scaled from a topographic map and have
 RY0233.an estimated accuracy of +/- 6 seconds.
 RY0233
 RY0233.The orthometric height was determined by differential leveling
 RY0233.and adjusted by the National Geodetic Survey in June 1991..
 RY0233
 RY0233.The geoid height was determined by GEOID03.
 RY0233
 RY0233.The dynamic height is computed by dividing the NAVD 88
 RY0233.geopotential number by the normal gravity value computed on the
 RY0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0233.degrees latitude (g = 980.6199 gals.).
 RY0233
 RY0233.The modeled gravity was interpolated from observed gravity values.
 RY0233
 RY0233;                    North         East    Units  Estimated Accuracy
 RY0233;SPC ID W     -   538,590.      879,860.      MT  (+/- 180 meters Scaled)
 RY0233
 RY0233                          SUPERSEDED SURVEY CONTROL
 RY0233
 RY0233  NGVD 29 (??/??/92) 1038.075  (m)         3405.75   (f) ADJ UNCH    1 2
 RY0233
 RY0233.Superseded values are not recommended for survey control.
 RY0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0233.See file dsdata.txt to determine how the superseded data were derived.
 RY0233
 RY0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM757532(NAD 83)
 RY0233_MARKER: DD = SURVEY DISK
 RY0233_SETTING: 80 = SET IN A BOULDER
 RY0233_STAMPING: 3409 B 1911 45
 RY0233_MARK LOGO: USGS  
 RY0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0233+STABILITY: SURFACE MOTION
 RY0233
 RY0233  HISTORY     - Date     Condition        Report By
 RY0233  HISTORY     - 1911     MONUMENTED       USGS
 RY0233  HISTORY     - 1950     GOOD             NGS
 RY0233  HISTORY     - 1956     GOOD             NGS
 RY0233  HISTORY     - 1980     POOR             NGS
 RY0233
 RY0233                          STATION DESCRIPTION
 RY0233
 RY0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0233'IN POWELL RANGER STATION.
 RY0233'AT POWELL RANGER STATION, IN THE TOP OF A BOULDER WHICH PROJECTS 1.0
 RY0233'FOOT ABOVE THE GROUND, 185 FEET WEST OF THE SOUTHWEST CORNER OF THE
 RY0233'OFFICE BUILDING, 44.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 RY0233'STORE ROOM, 65 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 8
 RY0233'FEET WEST OF A FLAGPOLE, AND 1 FOOT HIGHER THAN THE LEVEL OF THE ROAD.
 RY0233
 RY0233                          STATION RECOVERY (1956)
 RY0233
 RY0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0233'RECOVERED IN GOOD CONDITION.
 RY0233
 RY0233                          STATION RECOVERY (1980)
 RY0233
 RY0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0233'BENCH MARK RECOVERED ON THIS DATE AND FOUND ON ITS SIDE. NOTE-MARK
 RY0233'IS CONSIDERED DESTROYED, DISK NOT RECOVERED DUE TO IT BELONGING TO
 RY0233'ANOTHER AGENCY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0244 ***********************************************************************
 PY0244  DESIGNATION -  343.00
 PY0244  PID         -  PY0244
 PY0244  STATE/COUNTY-  ID/FREMONT
 PY0244  USGS QUAD   -  TARGHEE PASS (1964)
 PY0244
 PY0244                         *CURRENT SURVEY CONTROL
 PY0244  ___________________________________________________________________
 PY0244* NAD 83(1986)-  44 39 47.     (N)    111 21 58.     (W)     SCALED    
 PY0244* NAVD 88     -      2015.667  (meters)    6613.07   (feet)  POSTED    
 PY0244  ___________________________________________________________________
 PY0244  GEOID HEIGHT-          -8.79  (meters)                     GEOID03
 PY0244  DYNAMIC HT  -        2014.530 (meters)    6609.34  (feet)  COMP
 PY0244  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 PY0244
 PY0244  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0244
 PY0244.The horizontal coordinates were scaled from a topographic map and have
 PY0244.an estimated accuracy of +/- 6 seconds.
 PY0244
 PY0244.The orthometric height was determined by differential leveling
 PY0244.and adjusted by the National Geodetic Survey in 1992..
 PY0244.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0244.rate of 1.1 thru 2.0 mm/km.
 PY0244
 PY0244.The geoid height was determined by GEOID03.
 PY0244
 PY0244.The dynamic height is computed by dividing the NAVD 88
 PY0244.geopotential number by the normal gravity value computed on the
 PY0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0244.degrees latitude (g = 980.6199 gals.).
 PY0244
 PY0244.The modeled gravity was interpolated from observed gravity values.
 PY0244
 PY0244;                    North         East    Units  Estimated Accuracy
 PY0244;SPC ID E     -   333,180.      263,490.      MT  (+/- 180 meters Scaled)
 PY0244
 PY0244                          SUPERSEDED SURVEY CONTROL
 PY0244
 PY0244  NGVD 29 (??/??/92) 2014.191  (m)         6608.23   (f) ADJ UNCH    1 2
 PY0244
 PY0244.Superseded values are not recommended for survey control.
 PY0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0244.See file dsdata.txt to determine how the superseded data were derived.
 PY0244
 PY0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ709455(NAD 83)
 PY0244_MARKER: DD = SURVEY DISK
 PY0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0244_STAMPING: 343.00
 PY0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0244+STABILITY: SURFACE MOTION
 PY0244
 PY0244  HISTORY     - Date     Condition        Report By
 PY0244  HISTORY     - UNK      MONUMENTED       IDDT
 PY0244  HISTORY     - 1964     GOOD             NGS
 PY0244
 PY0244                          STATION DESCRIPTION
 PY0244
 PY0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0244'1.0 MI E FROM HENRYS LAKE.
 PY0244'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE TO
 PY0244'HENRYS LAKE LODGE AT HENRYS LAKE, ABOUT 0.25 MILE NORTH OF A GROUP OF
 PY0244'RANCH BUILDINGS, ON THE OUTSIDE OF A CURVE AND 101 FEET NORTH OF THE
 PY0244'CENTER LINE OF THE HIGHWAY, 1/2 FOOT SOUTH OF A FENCE, 1.2 FEET EAST
 PY0244'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 PY0244'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0317 ***********************************************************************
 SV0317  DESIGNATION -  35
 SV0317  PID         -  SV0317
 SV0317  STATE/COUNTY-  ID/BENEWAH
 SV0317  USGS QUAD   -  LINDSTROM PEAK (1995)
 SV0317
 SV0317                         *CURRENT SURVEY CONTROL
 SV0317  ___________________________________________________________________
 SV0317* NAD 83(1986)-  47 14 40.     (N)    116 37 31.     (W)     SCALED    
 SV0317* NAVD 88     -       657.097  (meters)    2155.83   (feet)  ADJUSTED  
 SV0317  ___________________________________________________________________
 SV0317  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 SV0317  DYNAMIC HT  -         657.079 (meters)    2155.77  (feet)  COMP
 SV0317  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 SV0317
 SV0317  VERT ORDER  -  SECOND    CLASS 0
 SV0317
 SV0317.The horizontal coordinates were scaled from a topographic map and have
 SV0317.an estimated accuracy of +/- 6 seconds.
 SV0317
 SV0317.The orthometric height was determined by differential leveling
 SV0317.and adjusted by the National Geodetic Survey in June 1991..
 SV0317
 SV0317.The geoid height was determined by GEOID03.
 SV0317
 SV0317.The dynamic height is computed by dividing the NAVD 88
 SV0317.geopotential number by the normal gravity value computed on the
 SV0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0317.degrees latitude (g = 980.6199 gals.).
 SV0317
 SV0317.The modeled gravity was interpolated from observed gravity values.
 SV0317
 SV0317;                    North         East    Units  Estimated Accuracy
 SV0317;SPC ID W     -   620,140.      733,740.      MT  (+/- 180 meters Scaled)
 SV0317
 SV0317                          SUPERSEDED SURVEY CONTROL
 SV0317
 SV0317  NGVD 29 (??/??/92)  655.981  (m)         2152.16   (f) ADJ UNCH    2 0
 SV0317
 SV0317.Superseded values are not recommended for survey control.
 SV0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0317.See file dsdata.txt to determine how the superseded data were derived.
 SV0317
 SV0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN283323(NAD 83)
 SV0317_MARKER: P = PIPE CAP
 SV0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0317_STAMPING: 35-2155 FT. 1911
 SV0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0317
 SV0317  HISTORY     - Date     Condition        Report By
 SV0317  HISTORY     - 1911     MONUMENTED       USGS
 SV0317  HISTORY     - 1935     GOOD             NGS
 SV0317
 SV0317                          STATION DESCRIPTION
 SV0317
 SV0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0317'7.2 MI S FROM ST MARIES.
 SV0317'7.3 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  ABOUT 450
 SV0317'FEET NORTH OF NORTH END OF WOODEN RAILWAY BRIDGE OVER ST. MARIES
 SV0317'RIVER.  45 FEET SOUTHEAST OF CENTERLINE OF CHICAGO, MILWAUKEE, ST.
 SV0317'PAUL AND PACIFIC R.R.  39.2 FEET SOUTHWEST OF SOUTH CORNER OF SECTION
 SV0317'FOREMANS HOUSE.  15 FT. SOUTHWEST OF EAST CORNER OF SECTION BUNKHOUSE.
 SV0317'1 FT. SOUTHEAST OF SOUTHEAST WALL OF BUNKHOUSE.  0.2 MILE SOUTH OF
 SV0317'MILEPOST 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0663 ***********************************************************************
 OY0663  DESIGNATION -  35 A
 OY0663  PID         -  OY0663
 OY0663  STATE/COUNTY-  ID/BUTTE
 OY0663  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0663
 OY0663                         *CURRENT SURVEY CONTROL
 OY0663  ___________________________________________________________________
 OY0663* NAD 83(1986)-  43 24 56.     (N)    113 37 40.     (W)     SCALED    
 OY0663* NAVD 88     -      1765.324  (meters)    5791.73   (feet)  ADJUSTED  
 OY0663  ___________________________________________________________________
 OY0663  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 OY0663  DYNAMIC HT  -        1764.271 (meters)    5788.28  (feet)  COMP
 OY0663  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 OY0663
 OY0663  VERT ORDER  -  SECOND    CLASS 0
 OY0663
 OY0663.The horizontal coordinates were scaled from a topographic map and have
 OY0663.an estimated accuracy of +/- 6 seconds.
 OY0663
 OY0663.The orthometric height was determined by differential leveling
 OY0663.and adjusted by the National Geodetic Survey in June 1991..
 OY0663
 OY0663.The geoid height was determined by GEOID03.
 OY0663
 OY0663.The dynamic height is computed by dividing the NAVD 88
 OY0663.geopotential number by the normal gravity value computed on the
 OY0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0663.degrees latitude (g = 980.6199 gals.).
 OY0663
 OY0663.The modeled gravity was interpolated from observed gravity values.
 OY0663
 OY0663;                    North         East    Units  Estimated Accuracy
 OY0663;SPC ID C     -   194,330.      530,140.      MT  (+/- 180 meters Scaled)
 OY0663
 OY0663                          SUPERSEDED SURVEY CONTROL
 OY0663
 OY0663  NGVD 29 (??/??/92) 1764.185  (m)         5788.00   (f) ADJ UNCH    2 0
 OY0663
 OY0663.Superseded values are not recommended for survey control.
 OY0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0663.See file dsdata.txt to determine how the superseded data were derived.
 OY0663
 OY0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP872103(NAD 83)
 OY0663_MARKER: DD = SURVEY DISK
 OY0663_SETTING: 66 = SET IN ROCK OUTCROP
 OY0663_SP_SET: ROCK OUTCROP
 OY0663_STAMPING: 35 A 1932
 OY0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0663+STABILITY: POSITION/ELEVATION WELL
 OY0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0663+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 OY0663
 OY0663  HISTORY     - Date     Condition        Report By
 OY0663  HISTORY     - 1932     MONUMENTED       USGS
 OY0663  HISTORY     - 1958     GOOD             NGS
 OY0663  HISTORY     - 19990601 GOOD             IDTD
 OY0663
 OY0663                          STATION DESCRIPTION
 OY0663
 OY0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0663'20.95 MI NE FROM CAREY.
 OY0663'20.95 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0663'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, AT THE JUNCTION OF A TRACK
 OY0663'ROAD NORTHWEST, IN THE TOP OF A LARGE FLAT LAVA OUTCROP FLUSH WITH THE
 OY0663'GROUND, 166 FEET WEST OF THE CENTER LINE OF THE HIGHWAY (MEASURED FROM
 OY0663'THE CENTER OF THE JUNCTION), 59 FEET WEST OF THE WEST EDGE OF A SHEER
 OY0663'LAVA CUT, 31 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 1.0 FOOT
 OY0663'SOUTH OF A 3-FOOT HIGH BOULDER, AND ABOUT 3 FEET LOWER THAN THE
 OY0663'HIGHWAY.
 OY0663
 OY0663                          STATION RECOVERY (1999)
 OY0663
 OY0663'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OY0663'ADD THE FOLLOWING,
 OY0663'THE MARK IS LEFT OF US-93 AT MILEPOST 224.457 AND 2.9 M
 OY0663'NORTH,NORTHEAST OF A WP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0330 ***********************************************************************
 QZ0330  DESIGNATION -  35 A
 QZ0330  PID         -  QZ0330
 QZ0330  STATE/COUNTY-  ID/IDAHO
 QZ0330  USGS QUAD   -  CHICKEN PEAK (1978)
 QZ0330
 QZ0330                         *CURRENT SURVEY CONTROL
 QZ0330  ___________________________________________________________________
 QZ0330* NAD 83(1986)-  45 15 29.     (N)    115 29 23.     (W)     SCALED    
 QZ0330* NAVD 88     -       812.673  (meters)    2666.24   (feet)  ADJUSTED  
 QZ0330  ___________________________________________________________________
 QZ0330  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 QZ0330  DYNAMIC HT  -         812.158 (meters)    2664.55  (feet)  COMP
 QZ0330  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 QZ0330
 QZ0330  VERT ORDER  -  SECOND    CLASS 0
 QZ0330
 QZ0330.The horizontal coordinates were scaled from a topographic map and have
 QZ0330.an estimated accuracy of +/- 6 seconds.
 QZ0330
 QZ0330.The orthometric height was determined by differential leveling
 QZ0330.and adjusted by the National Geodetic Survey in June 1991..
 QZ0330
 QZ0330.The geoid height was determined by GEOID03.
 QZ0330
 QZ0330.The dynamic height is computed by dividing the NAVD 88
 QZ0330.geopotential number by the normal gravity value computed on the
 QZ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0330.degrees latitude (g = 980.6199 gals.).
 QZ0330
 QZ0330.The modeled gravity was interpolated from observed gravity values.
 QZ0330
 QZ0330;                    North         East    Units  Estimated Accuracy
 QZ0330;SPC ID W     -   399,020.      820,430.      MT  (+/- 180 meters Scaled)
 QZ0330
 QZ0330                          SUPERSEDED SURVEY CONTROL
 QZ0330
 QZ0330  NGVD 29 (??/??/92)  811.300  (m)         2661.74   (f) ADJ UNCH    2 0
 QZ0330
 QZ0330.Superseded values are not recommended for survey control.
 QZ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0330.See file dsdata.txt to determine how the superseded data were derived.
 QZ0330
 QZ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL184127(NAD 83)
 QZ0330_MARKER: DD = SURVEY DISK
 QZ0330_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0330_SP_SET: ROCK OUTCROP
 QZ0330_STAMPING: 35 A 1939
 QZ0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0330+STABILITY: POSITION/ELEVATION WELL
 QZ0330
 QZ0330  HISTORY     - Date     Condition        Report By
 QZ0330  HISTORY     - 1939     MONUMENTED       USGS
 QZ0330  HISTORY     - 1948     GOOD             NGS
 QZ0330  HISTORY     - 1974     GOOD             USGS
 QZ0330
 QZ0330                          STATION DESCRIPTION
 QZ0330
 QZ0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QZ0330'9.8 MI N FROM SOUTH FORK GUARD STATION.
 QZ0330'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0330'STATION, THENCE 7.8 MILES NORTH ALONG THE SOUTH FORK TRAIL, AT A GROUP
 QZ0330'OF SCRUB OAK TREES, AT A ROCK BLUFF, 8.5 FEET EAST OF THE CENTER LINE
 QZ0330'OF THE TRAIL, 4.5 FEET WEST OF AN OAK TREE, SET IN THE TOP OF A
 QZ0330'PROMINENT ROCK OUTCROP PROJECTING 3.0 FEET ABOVE THE GROUND AND ABOUT
 QZ0330'2 FEET BELOW THE TRAIL.
 QZ0330
 QZ0330                          STATION RECOVERY (1974)
 QZ0330
 QZ0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0330'CHANGE THE C AND GS TO REACH DESCRIPTION AS FOLLOWS-- ECT. SCRUB OAK
 QZ0330'TREES ECT.--TO READ--ECT. MOUNTAIN MAHOGANY TREES ECT. 4.5 FT. W. OF
 QZ0330'AN OAK TREE ECT.--TO READ--4.5 FT. W. OF AN MOUNTAIN MAHOGANY TREE
 QZ0330'ECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0664 ***********************************************************************
 OY0664  DESIGNATION -  35 A RM
 OY0664  PID         -  OY0664
 OY0664  STATE/COUNTY-  ID/BUTTE
 OY0664  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0664
 OY0664                         *CURRENT SURVEY CONTROL
 OY0664  ___________________________________________________________________
 OY0664* NAD 83(1986)-  43 24 56.     (N)    113 37 40.     (W)     SCALED    
 OY0664* NAVD 88     -      1765.247  (meters)    5791.48   (feet)  ADJUSTED  
 OY0664  ___________________________________________________________________
 OY0664  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 OY0664  DYNAMIC HT  -        1764.194 (meters)    5788.03  (feet)  COMP
 OY0664  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 OY0664
 OY0664  VERT ORDER  -  SECOND    CLASS 0
 OY0664
 OY0664.The horizontal coordinates were scaled from a topographic map and have
 OY0664.an estimated accuracy of +/- 6 seconds.
 OY0664
 OY0664.The orthometric height was determined by differential leveling
 OY0664.and adjusted by the National Geodetic Survey in June 1991..
 OY0664
 OY0664.The geoid height was determined by GEOID03.
 OY0664
 OY0664.The dynamic height is computed by dividing the NAVD 88
 OY0664.geopotential number by the normal gravity value computed on the
 OY0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0664.degrees latitude (g = 980.6199 gals.).
 OY0664
 OY0664.The modeled gravity was interpolated from observed gravity values.
 OY0664
 OY0664;                    North         East    Units  Estimated Accuracy
 OY0664;SPC ID C     -   194,330.      530,140.      MT  (+/- 180 meters Scaled)
 OY0664
 OY0664                          SUPERSEDED SURVEY CONTROL
 OY0664
 OY0664  NGVD 29 (??/??/92) 1764.11   (m)         5787.8    (f) COMPUTED    2 0
 OY0664
 OY0664.Superseded values are not recommended for survey control.
 OY0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0664.See file dsdata.txt to determine how the superseded data were derived.
 OY0664
 OY0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP872103(NAD 83)
 OY0664_MARKER: N = NAIL
 OY0664_SETTING: 66 = SET IN ROCK OUTCROP
 OY0664_SP_SET: ROCK FLOW
 OY0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0664+STABILITY: POSITION/ELEVATION WELL
 OY0664
 OY0664  HISTORY     - Date     Condition        Report By
 OY0664  HISTORY     - UNK      MONUMENTED       USGS
 OY0664  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0664
 OY0664                          STATION DESCRIPTION
 OY0664
 OY0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0664'20.95 MI NE FROM CAREY.
 OY0664'20.95 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0664'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, IN THE TOP OF A LARGE FLAT
 OY0664'LAVA FLOW FLUSH WITH THE GROUND, 35 1/2 FEET EAST OF THE CENTER LINE
 OY0664'OF A NORTH-SOUTH TRACK ROAD, 16.82 FEET NORTH OF BENCH MARK 35 A
 OY0664'(USGS), AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0504 ***********************************************************************
 NW0504  DESIGNATION -  35 EMH
 NW0504  PID         -  NW0504
 NW0504  STATE/COUNTY-  ID/OWYHEE
 NW0504  USGS QUAD   -  LOST VALLEY (1972)
 NW0504
 NW0504                         *CURRENT SURVEY CONTROL
 NW0504  ___________________________________________________________________
 NW0504* NAD 83(1986)-  42 29 37.     (N)    116 20 08.     (W)     SCALED    
 NW0504* NAVD 88     -      1746.620  (meters)    5730.37   (feet)  POSTED    
 NW0504  ___________________________________________________________________
 NW0504  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0504  DYNAMIC HT  -        1745.430 (meters)    5726.46  (feet)  COMP
 NW0504  MODELED GRAV-     979,875.1   (mgal)                       NAVD 88
 NW0504
 NW0504  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0504
 NW0504.The horizontal coordinates were scaled from a topographic map and have
 NW0504.an estimated accuracy of +/- 6 seconds.
 NW0504
 NW0504.The orthometric height was determined by differential leveling
 NW0504.and adjusted by the National Geodetic Survey in 1992..
 NW0504.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0504.rate of 0.0 thru 1.0 mm/km.
 NW0504
 NW0504.The geoid height was determined by GEOID03.
 NW0504
 NW0504.The dynamic height is computed by dividing the NAVD 88
 NW0504.geopotential number by the normal gravity value computed on the
 NW0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0504.degrees latitude (g = 980.6199 gals.).
 NW0504
 NW0504.The modeled gravity was interpolated from observed gravity values.
 NW0504
 NW0504;                    North         East    Units  Estimated Accuracy
 NW0504;SPC ID W     -    92,010.      751,870.      MT  (+/- 180 meters Scaled)
 NW0504
 NW0504                          SUPERSEDED SURVEY CONTROL
 NW0504
 NW0504.No superseded survey control is available for this station.
 NW0504
 NW0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH546047(NAD 83)
 NW0504_MARKER: DD = SURVEY DISK
 NW0504_SETTING: 66 = SET IN ROCK OUTCROP
 NW0504_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0504_STAMPING: 35 EMH 1972 5726
 NW0504_MARK LOGO: USGS  
 NW0504_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0504+STABILITY: POSITION/ELEVATION WELL
 NW0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0504+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0504
 NW0504  HISTORY     - Date     Condition        Report By
 NW0504  HISTORY     - 1972     MONUMENTED       USGS
 NW0504
 NW0504                          STATION DESCRIPTION
 NW0504
 NW0504'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0504'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0504'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0504'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0504'TRACK ROAD, THENCE 11.7 MILES SOUTHEAST ALONG TRACK ROAD, 1.4 MILES
 NW0504'NORTHWEST OF UPPER BATTLE CREEK CROSSING, 0.2 MILES NORTHWEST OF AN
 NW0504'ABANDONED FENCE CROSSING, AT THE OUTSIDE OF A CURVE LEFT, 72 FEET WEST
 NW0504'AND ABOUT 10 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, SET IN A
 NW0504'ROCK OUTCROP PROJECTING 2.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0461 ***********************************************************************
 NW0461  DESIGNATION -  35 FMK
 NW0461  PID         -  NW0461
 NW0461  STATE/COUNTY-  ID/OWYHEE
 NW0461  USGS QUAD   -  TOY PASS (1990)
 NW0461
 NW0461                         *CURRENT SURVEY CONTROL
 NW0461  ___________________________________________________________________
 NW0461* NAD 83(1986)-  42 54 40.     (N)    116 32 13.     (W)     SCALED    
 NW0461* NAVD 88     -      1663.838  (meters)    5458.78   (feet)  POSTED    
 NW0461  ___________________________________________________________________
 NW0461  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 NW0461  DYNAMIC HT  -        1662.830 (meters)    5455.47  (feet)  COMP
 NW0461  MODELED GRAV-     979,952.8   (mgal)                       NAVD 88
 NW0461
 NW0461  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0461
 NW0461.The horizontal coordinates were scaled from a topographic map and have
 NW0461.an estimated accuracy of +/- 6 seconds.
 NW0461
 NW0461.The orthometric height was determined by differential leveling
 NW0461.and adjusted by the National Geodetic Survey in 1992..
 NW0461.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0461.rate of 1.1 thru 2.0 mm/km.
 NW0461
 NW0461.The geoid height was determined by GEOID03.
 NW0461
 NW0461.The dynamic height is computed by dividing the NAVD 88
 NW0461.geopotential number by the normal gravity value computed on the
 NW0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0461.degrees latitude (g = 980.6199 gals.).
 NW0461
 NW0461.The modeled gravity was interpolated from observed gravity values.
 NW0461
 NW0461;                    North         East    Units  Estimated Accuracy
 NW0461;SPC ID W     -   138,520.      735,740.      MT  (+/- 180 meters Scaled)
 NW0461
 NW0461                          SUPERSEDED SURVEY CONTROL
 NW0461
 NW0461.No superseded survey control is available for this station.
 NW0461
 NW0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH377510(NAD 83)
 NW0461_MARKER: DD = SURVEY DISK
 NW0461_SETTING: 66 = SET IN ROCK OUTCROP
 NW0461_SP_SET: ROCK OUTCROP
 NW0461_STAMPING: 35 FMK 1964
 NW0461_MARK LOGO: USGS  
 NW0461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0461+STABILITY: POSITION/ELEVATION WELL
 NW0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0461+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0461
 NW0461  HISTORY     - Date     Condition        Report By
 NW0461  HISTORY     - 1964     MONUMENTED       USGS
 NW0461
 NW0461                          STATION DESCRIPTION
 NW0461
 NW0461'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0461'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0461'COUNTY ROAD, THENCE 12.9 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0461'ROAD, ON SADDLE OF BAUCHMAN GRADE, 50 FEET NORTHWEST AND 4 FEET ABOVE
 NW0461'THE ROAD, 15 FEET SOUTH OF A BUSHY JUNIPER TREE, 7 FEET WEST OF A
 NW0461'WITNESS POST, IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1045 ***********************************************************************
 OY1045  DESIGNATION -  35 FMK
 OY1045  PID         -  OY1045
 OY1045  STATE/COUNTY-  ID/BINGHAM
 OY1045  USGS QUAD   -  LITTLE BUTTE SW (1973)
 OY1045
 OY1045                         *CURRENT SURVEY CONTROL
 OY1045  ___________________________________________________________________
 OY1045* NAD 83(1986)-  43 32 59.     (N)    112 38 04.     (W)     SCALED    
 OY1045* NAVD 88     -      1605.018  (meters)    5265.80   (feet)  ADJUSTED  
 OY1045  ___________________________________________________________________
 OY1045  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 OY1045  DYNAMIC HT  -        1604.137 (meters)    5262.91  (feet)  COMP
 OY1045  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 OY1045
 OY1045  VERT ORDER  -  FIRST     CLASS II
 OY1045
 OY1045.The horizontal coordinates were scaled from a topographic map and have
 OY1045.an estimated accuracy of +/- 6 seconds.
 OY1045
 OY1045.The orthometric height was determined by differential leveling
 OY1045.and adjusted by the National Geodetic Survey in December 1992..
 OY1045
 OY1045.The geoid height was determined by GEOID03.
 OY1045
 OY1045.The dynamic height is computed by dividing the NAVD 88
 OY1045.geopotential number by the normal gravity value computed on the
 OY1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1045.degrees latitude (g = 980.6199 gals.).
 OY1045
 OY1045.The modeled gravity was interpolated from observed gravity values.
 OY1045
 OY1045;                    North         East    Units  Estimated Accuracy
 OY1045;SPC ID E     -   209,280.      162,200.      MT  (+/- 180 meters Scaled)
 OY1045
 OY1045                          SUPERSEDED SURVEY CONTROL
 OY1045
 OY1045  NGVD 29 (08/20/92) 1603.925  (m)         5262.21   (f) ADJUSTED    1 2
 OY1045
 OY1045.Superseded values are not recommended for survey control.
 OY1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1045.See file dsdata.txt to determine how the superseded data were derived.
 OY1045
 OY1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP679231(NAD 83)
 OY1045_MARKER: DE = TRAVERSE STATION DISK
 OY1045_SETTING: 66 = SET IN ROCK OUTCROP
 OY1045_SP_SET: BEDROCK
 OY1045_STAMPING: 35 FMK 1973 5262
 OY1045_MARK LOGO: USGS  
 OY1045_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1045+STABILITY: POSITION/ELEVATION WELL
 OY1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1045+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1045
 OY1045  HISTORY     - Date     Condition        Report By
 OY1045  HISTORY     - 1973     MONUMENTED       USGS
 OY1045  HISTORY     - 19920531 GOOD             NGS
 OY1045
 OY1045                          STATION DESCRIPTION
 OY1045
 OY1045'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OY1045'FROM THE JUNCTION OF U S HIGHWAYS 20 AND 26 AND A PAVED ROAD
 OY1045'NORTHWEST, IDAHO PROCEED 13.6 MILES EAST ALONG U S HIGHWAY 20, SET IN
 OY1045'A ROCK OUTCROP.
 OY1045
 OY1045                          STATION RECOVERY (1992)
 OY1045
 OY1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1045'48.4 KM (30.05 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1045'OF INTERSTATE HIGHWAY 15 IN IDAHO FALLS, NEAR THE CENTER OF A 3 BY
 OY1045'8-FOOT AREA OF EXPOSED BEDROCK NEAR THE EAST END OF A HIGHWAY CUT,
 OY1045'10.6 M (34.8 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.7 M (5.6 FT)
 OY1045'NORTH OF A CAIRN, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0561 ***********************************************************************
 NW0561  DESIGNATION -  35 MDC
 NW0561  PID         -  NW0561
 NW0561  STATE/COUNTY-  ID/OWYHEE
 NW0561  USGS QUAD   -  SLACK MOUNTAIN (1973)
 NW0561
 NW0561                         *CURRENT SURVEY CONTROL
 NW0561  ___________________________________________________________________
 NW0561* NAD 83(1986)-  42 34 49.     (N)    116 41 10.     (W)     SCALED    
 NW0561* NAVD 88     -      1641.171  (meters)    5384.41   (feet)  POSTED    
 NW0561  ___________________________________________________________________
 NW0561  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 NW0561  DYNAMIC HT  -        1640.110 (meters)    5380.93  (feet)  COMP
 NW0561  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 NW0561
 NW0561  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0561
 NW0561.The horizontal coordinates were scaled from a topographic map and have
 NW0561.an estimated accuracy of +/- 6 seconds.
 NW0561
 NW0561.The orthometric height was determined by differential leveling
 NW0561.and adjusted by the National Geodetic Survey in 1992..
 NW0561.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0561.rate of 0.0 thru 1.0 mm/km.
 NW0561
 NW0561.The geoid height was determined by GEOID03.
 NW0561
 NW0561.The dynamic height is computed by dividing the NAVD 88
 NW0561.geopotential number by the normal gravity value computed on the
 NW0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0561.degrees latitude (g = 980.6199 gals.).
 NW0561
 NW0561.The modeled gravity was interpolated from observed gravity values.
 NW0561
 NW0561;                    North         East    Units  Estimated Accuracy
 NW0561;SPC ID W     -   101,900.      723,160.      MT  (+/- 180 meters Scaled)
 NW0561
 NW0561                          SUPERSEDED SURVEY CONTROL
 NW0561
 NW0561.No superseded survey control is available for this station.
 NW0561
 NW0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH257142(NAD 83)
 NW0561_MARKER: DD = SURVEY DISK
 NW0561_SETTING: 66 = SET IN ROCK OUTCROP
 NW0561_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0561_STAMPING: 35 MDC 1973 5380
 NW0561_MARK LOGO: USGS  
 NW0561_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0561+STABILITY: POSITION/ELEVATION WELL
 NW0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0561+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0561
 NW0561  HISTORY     - Date     Condition        Report By
 NW0561  HISTORY     - 1972     MONUMENTED       USGS
 NW0561
 NW0561                          STATION DESCRIPTION
 NW0561
 NW0561'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0561'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0561'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0561'16.0 MILES NORTH ALONG MUD FLAT ROAD, 9.4 MILES WEST OF MUD FLAT
 NW0561'RESOURCE AREA FIELD STATION, AT THE SUMMIT OF A LONG WINDING HILL, 135
 NW0561'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A CAIRN, 1.0
 NW0561'FOOT HIGHER THAN THE ROAD BED, CEMENTED IN THE WEST END OF A LAVA
 NW0561'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0241 ***********************************************************************
 OX0241  DESIGNATION -  35 RS
 OX0241  PID         -  OX0241
 OX0241  STATE/COUNTY-  ID/FREMONT
 OX0241  USGS QUAD   -  LAMONT (1965)
 OX0241
 OX0241                         *CURRENT SURVEY CONTROL
 OX0241  ___________________________________________________________________
 OX0241* NAD 83(1986)-  43 57 41.     (N)    111 10 05.     (W)     SCALED    
 OX0241* NAVD 88     -      1860.446  (meters)    6103.81   (feet)  POSTED    
 OX0241  ___________________________________________________________________
 OX0241  GEOID HEIGHT-          -9.92  (meters)                     GEOID03
 OX0241  DYNAMIC HT  -        1859.340 (meters)    6100.18  (feet)  COMP
 OX0241  MODELED GRAV-     979,959.4   (mgal)                       NAVD 88
 OX0241
 OX0241  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0241
 OX0241.The horizontal coordinates were scaled from a topographic map and have
 OX0241.an estimated accuracy of +/- 6 seconds.
 OX0241
 OX0241.The orthometric height was determined by differential leveling
 OX0241.and adjusted by the National Geodetic Survey in 1992..
 OX0241.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0241.rate of 1.1 thru 2.0 mm/km.
 OX0241
 OX0241.The geoid height was determined by GEOID03.
 OX0241
 OX0241.The dynamic height is computed by dividing the NAVD 88
 OX0241.geopotential number by the normal gravity value computed on the
 OX0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0241.degrees latitude (g = 980.6199 gals.).
 OX0241
 OX0241.The modeled gravity was interpolated from observed gravity values.
 OX0241
 OX0241;                    North         East    Units  Estimated Accuracy
 OX0241;SPC ID E     -   255,390.      280,140.      MT  (+/- 180 meters Scaled)
 OX0241
 OX0241                          SUPERSEDED SURVEY CONTROL
 OX0241
 OX0241  NGVD 29 (??/??/92) 1859.228  (m)         6099.82   (f) ADJ UNCH    2 0
 OX0241
 OX0241.Superseded values are not recommended for survey control.
 OX0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0241.See file dsdata.txt to determine how the superseded data were derived.
 OX0241
 OX0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP865675(NAD 83)
 OX0241_MARKER: DD = SURVEY DISK
 OX0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0241_SP_SET: STONE POST
 OX0241_STAMPING: 35 RS 1932
 OX0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0241+STABILITY: SURFACE MOTION
 OX0241
 OX0241  HISTORY     - Date     Condition        Report By
 OX0241  HISTORY     - 1932     MONUMENTED       USGS
 OX0241
 OX0241                          STATION DESCRIPTION
 OX0241
 OX0241'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 OX0241'9.9 MI E FROM DRUMMOND.
 OX0241'ABOUT 9.9 MILES EAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OX0241'STATION AT DRUMMOND, FREMONT COUNTY, ABOUT 400 FEET NORTHWEST OF
 OX0241'CULVERT 18.55, 87 FEET WEST OF THE CROSSING OF A DIRT ROAD, 80 FEET
 OX0241'WEST OF CATTLE GUARD 18.50 OVER THE TRACK, ON THE INSIDE OF A CURVE,
 OX0241'AND 45 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK.  A UNITED
 OX0241'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 35 RS 1932 AND SET IN
 OX0241'THE TOP OF A BLACK STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0942 ***********************************************************************
 TO0942  DESIGNATION -  35 WS
 TO0942  PID         -  TO0942
 TO0942  STATE/COUNTY-  ID/BONNER
 TO0942  USGS QUAD   -  SMITH MOUNTAIN (1989)
 TO0942
 TO0942                         *CURRENT SURVEY CONTROL
 TO0942  ___________________________________________________________________
 TO0942* NAD 83(1992)-  48 28 52.14585(N)    116 04 59.59970(W)     ADJUSTED  
 TO0942* NAVD 88     -      2028.64   (+/-2cm)    6655.6    (feet)  VERTCON   
 TO0942  ___________________________________________________________________
 TO0942  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 TO0942  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TO0942
 TO0942  HORZ ORDER  -  THIRD
 TO0942  VERT ORDER  -  THIRD ? (See Below)
 TO0942
 TO0942.The horizontal coordinates were established by classical geodetic methods
 TO0942.and adjusted by the National Geodetic Survey in July 1992..
 TO0942
 TO0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0942.The vertical order pertains to the NGVD 29 superseded value.
 TO0942
 TO0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0942
 TO0942.The geoid height was determined by GEOID03.
 TO0942
 TO0942;                    North         East     Units Scale Factor Converg.
 TO0942;SPC ID W     -   757,318.865   775,366.945   MT  0.99994079   -0 14 58.2
 TO0942;UTM  11      - 5,370,186.324   567,748.834   MT  0.99965639   +0 41 11.2
 TO0942
 TO0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0942!SPC ID W     -   0.99968467  x   0.99994079  =   0.99962548
 TO0942!UTM  11      -   0.99968467  x   0.99965639  =   0.99934117
 TO0942
 TO0942:                Primary Azimuth Mark                     Grid Az
 TO0942:SPC ID W     -  IRON MOUNTAIN                            316 40 16.1
 TO0942:UTM  11      -  IRON MOUNTAIN                            315 44 06.7
 TO0942
 TO0942|---------------------------------------------------------------------|
 TO0942| PID    Reference Object                     Distance      Geod. Az  |
 TO0942|                                                           dddmmss.s |
 TO0942| TO0918 IRON MOUNTAIN                       APPROX.13.0 KM 3162517.9 |
 TO0942|---------------------------------------------------------------------|
 TO0942
 TO0942                          SUPERSEDED SURVEY CONTROL
 TO0942
 TO0942  NAD 83(1986)-  48 28 52.15694(N)    116 04 59.59772(W) AD(       ) 3
 TO0942  NAD 27      -  48 28 52.38060(N)    116 04 55.96165(W) AD(       ) 3
 TO0942  NGVD 29 (07/19/86) 2027.35   (m)         6651.4    (f) LEVELING    3  
 TO0942
 TO0942.Superseded values are not recommended for survey control.
 TO0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0942.See file dsdata.txt to determine how the superseded data were derived.
 TO0942
 TO0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP6774970186(NAD 83)
 TO0942_MARKER: DD = SURVEY DISK
 TO0942_SETTING: 66 = SET IN ROCK OUTCROP
 TO0942_SP_SET: SET IN ROCK OUTCROP
 TO0942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0942+STABILITY: POSITION/ELEVATION WELL
 TO0942
 TO0942  HISTORY     - Date     Condition        Report By
 TO0942  HISTORY     - 1949     MONUMENTED       USGS
 TO0942
 TO0942                          STATION DESCRIPTION
 TO0942
 TO0942'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 TO0942'TROY, 12 MI. SSW. OF, ALONG CALLAHAN CREEK RD. AND TRAIL, THENCE 3.5
 TO0942'MI. NW. OF FORKS OF TRAIL LEADING TO ROBERTS L.O., ON HIGHEST POINT
 TO0942'OF HILL, IN BOULDER, STANDARD TABLET STAMPED ---35 WS 1949 6651---.
 TO0942'
 TO0942'LOCATED ABOUT 9 MI. (AIRLINE) W. OF TROY, MONTANA, AND ABOUT 1 MI. S.
 TO0942'OF ROBERTS MTN. L.O. TOWER, ON A SMALL ROCKY TOP OF A SPARSELY
 TO0942'TIMBERED RIDGE BETWEEN FREZKAT AND SWEASEY CREEKS.
 TO0942'
 TO0942'TO REACH FROM TROY, MONTANA, DRIVE W. ON CALLAHAN CREEK RD. FOR 10.2
 TO0942'MI. TO END OF RD., THENCE BY TRAIL NO. 545 FOR 1.7 MI. TO TRAIL FORKS
 TO0942'TO ROBERTS L.O., TURN N., 3.5 MI. ALONG TRAIL NO. 407 TO HIGHEST
 TO0942'POINT OF RIDGE AND STATION.
 TO0942'
 TO0942'STATION MARK--STANDARD TABLET STAMPED ---35 WS 1949 6651---, SET IN
 TO0942'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0315 ***********************************************************************
 SV0315  DESIGNATION -  36
 SV0315  PID         -  SV0315
 SV0315  STATE/COUNTY-  ID/BENEWAH
 SV0315  USGS QUAD   -  LINDSTROM PEAK (1995)
 SV0315
 SV0315                         *CURRENT SURVEY CONTROL
 SV0315  ___________________________________________________________________
 SV0315* NAD 83(1986)-  47 13 25.     (N)    116 36 07.     (W)     SCALED    
 SV0315* NAVD 88     -       675.090  (meters)    2214.86   (feet)  ADJUSTED  
 SV0315  ___________________________________________________________________
 SV0315  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 SV0315  DYNAMIC HT  -         675.068 (meters)    2214.79  (feet)  COMP
 SV0315  MODELED GRAV-     980,559.6   (mgal)                       NAVD 88
 SV0315
 SV0315  VERT ORDER  -  SECOND    CLASS 0
 SV0315
 SV0315.The horizontal coordinates were scaled from a topographic map and have
 SV0315.an estimated accuracy of +/- 6 seconds.
 SV0315
 SV0315.The orthometric height was determined by differential leveling
 SV0315.and adjusted by the National Geodetic Survey in June 1991..
 SV0315
 SV0315.The geoid height was determined by GEOID03.
 SV0315
 SV0315.The dynamic height is computed by dividing the NAVD 88
 SV0315.geopotential number by the normal gravity value computed on the
 SV0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0315.degrees latitude (g = 980.6199 gals.).
 SV0315
 SV0315.The modeled gravity was interpolated from observed gravity values.
 SV0315
 SV0315;                    North         East    Units  Estimated Accuracy
 SV0315;SPC ID W     -   617,800.      735,480.      MT  (+/- 180 meters Scaled)
 SV0315
 SV0315                          SUPERSEDED SURVEY CONTROL
 SV0315
 SV0315  NGVD 29 (??/??/92)  673.971  (m)         2211.19   (f) ADJ UNCH    2 0
 SV0315
 SV0315.Superseded values are not recommended for survey control.
 SV0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0315.See file dsdata.txt to determine how the superseded data were derived.
 SV0315
 SV0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN301300(NAD 83)
 SV0315_MARKER: DD = SURVEY DISK
 SV0315_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SV0315_STAMPING: 36 2214 FT. 1911
 SV0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0315
 SV0315  HISTORY     - Date     Condition        Report By
 SV0315  HISTORY     - 1911     MONUMENTED       USGS
 SV0315  HISTORY     - 1935     GOOD             NGS
 SV0315
 SV0315                          STATION DESCRIPTION
 SV0315
 SV0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0315'9.8 MI S FROM ST MARIES.
 SV0315'9.8 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  0.2 MILE
 SV0315'NORTH OF MILEPOST 10.  TABLET SET HORIZONTALLY AT BASE OF THIRD LARGE
 SV0315'ROCK SIDE CUT NORTHWEST OF ALDER CREEK SIDING.  DIRECTLY BENEATH A 30
 SV0315'FT. WIDE ROUGH PINNACLE OF ROCK ABOVE SIDE CUT.  ABOUT 0.6 MILE
 SV0315'NORTHWEST OF ALDER CREEK STATION MARKER.  ABOUT 750 FEET NORTHWEST OF
 SV0315'SMALL CREEK FLOWING UNDER RAILROAD INTO ST. MARIES RIVER FROM
 SV0315'NORTHEAST.  30 FEET WEST OF EAST END OF CUT.  12.5 FEET NORTH OF
 SV0315'CENTERLINE OF C.M.ST.P. AND P.R.R.  1 FT. SOUTH OF FACE OF ROCK.  1
 SV0315'FT. NORTH OF EDGE OF LEDGE.  AT INDENTATION IN THE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0657 ***********************************************************************
 OY0657  DESIGNATION -  36 A
 OY0657  PID         -  OY0657
 OY0657  STATE/COUNTY-  ID/BUTTE
 OY0657  USGS QUAD   -  INFERNO CONE (1972)
 OY0657
 OY0657                         *CURRENT SURVEY CONTROL
 OY0657  ___________________________________________________________________
 OY0657* NAD 83(1986)-  43 26 16.     (N)    113 36 29.     (W)     SCALED    
 OY0657* NAVD 88     -      1776.312  (meters)    5827.78   (feet)  ADJUSTED  
 OY0657  ___________________________________________________________________
 OY0657  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 OY0657  DYNAMIC HT  -        1775.240 (meters)    5824.27  (feet)  COMP
 OY0657  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 OY0657
 OY0657  VERT ORDER  -  SECOND    CLASS 0
 OY0657
 OY0657.The horizontal coordinates were scaled from a topographic map and have
 OY0657.an estimated accuracy of +/- 6 seconds.
 OY0657
 OY0657.The orthometric height was determined by differential leveling
 OY0657.and adjusted by the National Geodetic Survey in June 1991..
 OY0657
 OY0657.The geoid height was determined by GEOID03.
 OY0657
 OY0657.The dynamic height is computed by dividing the NAVD 88
 OY0657.geopotential number by the normal gravity value computed on the
 OY0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0657.degrees latitude (g = 980.6199 gals.).
 OY0657
 OY0657.The modeled gravity was interpolated from observed gravity values.
 OY0657
 OY0657;                    North         East    Units  Estimated Accuracy
 OY0657;SPC ID C     -   196,810.      531,730.      MT  (+/- 180 meters Scaled)
 OY0657
 OY0657                          SUPERSEDED SURVEY CONTROL
 OY0657
 OY0657  NGVD 29 (??/??/92) 1775.155  (m)         5823.99   (f) ADJ UNCH    2 0
 OY0657
 OY0657.Superseded values are not recommended for survey control.
 OY0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0657.See file dsdata.txt to determine how the superseded data were derived.
 OY0657
 OY0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP889127(NAD 83)
 OY0657_MARKER: DD = SURVEY DISK
 OY0657_SETTING: 66 = SET IN ROCK OUTCROP
 OY0657_SP_SET: ROCK OUTCROP
 OY0657_STAMPING: 36 A 1932
 OY0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0657+STABILITY: POSITION/ELEVATION WELL
 OY0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0657+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 OY0657
 OY0657  HISTORY     - Date     Condition        Report By
 OY0657  HISTORY     - 1932     MONUMENTED       USGS
 OY0657  HISTORY     - 1958     GOOD             NGS
 OY0657  HISTORY     - 19990601 GOOD             IDTD
 OY0657
 OY0657                          STATION DESCRIPTION
 OY0657
 OY0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0657'21.8 MI SW FROM ARCO.
 OY0657'21.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0657'THE COURTHOUSE AT ARCO, 0.4 MILE NORTHEAST OF THE CROSSING OF A
 OY0657'TELEPHONE LINE, IN THE TOP OF AN EAST-WEST RIDGE OF LAVA OUTCROP WHICH
 OY0657'PROJECTS 2 FEET ABOVE THE GROUND, 194 FEET SOUTH OF THE CENTER LINE OF
 OY0657'THE HIGHWAY, 199 FEET SOUTHEAST OF A 4-BY 4-INCH POST SUPPORTING A
 OY0657'CURVE SIGN, 20 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 8.8 FEET
 OY0657'SOUTHWEST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE DIRT
 OY0657'ROAD.
 OY0657
 OY0657                          STATION RECOVERY (1999)
 OY0657
 OY0657'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OY0657'THE TELEPHONE LINE AND 4X4 POST MENTIONED IN THE 1958 DESCRIPTION ARE
 OY0657'GONE.  THE MARK IS RIGHT OF US-93 AT MILEPOST 226.658 IS 2.0 METERS
 OY0657'SOUTHWEST OF A WP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0333 ***********************************************************************
 QZ0333  DESIGNATION -  36 A
 QZ0333  PID         -  QZ0333
 QZ0333  STATE/COUNTY-  ID/IDAHO
 QZ0333  USGS QUAD   -  CHICKEN PEAK (1978)
 QZ0333
 QZ0333                         *CURRENT SURVEY CONTROL
 QZ0333  ___________________________________________________________________
 QZ0333* NAD 83(1986)-  45 16 46.     (N)    115 28 23.     (W)     SCALED    
 QZ0333* NAVD 88     -       778.715  (meters)    2554.83   (feet)  ADJUSTED  
 QZ0333  ___________________________________________________________________
 QZ0333  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 QZ0333  DYNAMIC HT  -         778.212 (meters)    2553.18  (feet)  COMP
 QZ0333  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 QZ0333
 QZ0333  VERT ORDER  -  SECOND    CLASS 0
 QZ0333
 QZ0333.The horizontal coordinates were scaled from a topographic map and have
 QZ0333.an estimated accuracy of +/- 6 seconds.
 QZ0333
 QZ0333.The orthometric height was determined by differential leveling
 QZ0333.and adjusted by the National Geodetic Survey in June 1991..
 QZ0333
 QZ0333.The geoid height was determined by GEOID03.
 QZ0333
 QZ0333.The dynamic height is computed by dividing the NAVD 88
 QZ0333.geopotential number by the normal gravity value computed on the
 QZ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0333.degrees latitude (g = 980.6199 gals.).
 QZ0333
 QZ0333.The modeled gravity was interpolated from observed gravity values.
 QZ0333
 QZ0333;                    North         East    Units  Estimated Accuracy
 QZ0333;SPC ID W     -   401,400.      821,730.      MT  (+/- 180 meters Scaled)
 QZ0333
 QZ0333                          SUPERSEDED SURVEY CONTROL
 QZ0333
 QZ0333  NGVD 29 (??/??/92)  777.332  (m)         2550.30   (f) ADJ UNCH    2 0
 QZ0333
 QZ0333.Superseded values are not recommended for survey control.
 QZ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0333.See file dsdata.txt to determine how the superseded data were derived.
 QZ0333
 QZ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL197151(NAD 83)
 QZ0333_MARKER: DD = SURVEY DISK
 QZ0333_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0333_SP_SET: GRANITE OUTCROP
 QZ0333_STAMPING: 36 A 1939
 QZ0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0333+STABILITY: POSITION/ELEVATION WELL
 QZ0333
 QZ0333  HISTORY     - Date     Condition        Report By
 QZ0333  HISTORY     - UNK      MONUMENTED       USGS
 QZ0333  HISTORY     - 1948     GOOD             NGS
 QZ0333
 QZ0333                          STATION DESCRIPTION
 QZ0333
 QZ0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QZ0333'8.9 MI S FROM MACKAY BAR.
 QZ0333'ABOUT 8.9 MILES SOUTH ALONG THE SOUTH FORK TRAIL FROM THE COMMISSARY
 QZ0333'AT MACKAY BAR, ABOUT 0.9 MILE NORTH OF SUSPENSION BRIDGE, AT A CURVE,
 QZ0333'AT A POINT WHERE THE RIVER DROPS, AT A ROCK BLUFF, 13.5 FEET WEST OF
 QZ0333'THE CENTER LINE OF THE TRAIL, 2.0 FEET EAST OF THE EAST BANK OF THE
 QZ0333'RIVER, SET IN THE TOP OF A GRANITE ROCK OUTCROP PROJECTING 3.0 FEET
 QZ0333'ABOVE THE GROUND AND ABOUT 5 FEET BELOW THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0658 ***********************************************************************
 OY0658  DESIGNATION -  36 A RM
 OY0658  PID         -  OY0658
 OY0658  STATE/COUNTY-  ID/BUTTE
 OY0658  USGS QUAD   -  INFERNO CONE (1972)
 OY0658
 OY0658                         *CURRENT SURVEY CONTROL
 OY0658  ___________________________________________________________________
 OY0658* NAD 83(1986)-  43 26 16.     (N)    113 36 29.     (W)     SCALED    
 OY0658* NAVD 88     -      1775.921  (meters)    5826.50   (feet)  ADJUSTED  
 OY0658  ___________________________________________________________________
 OY0658  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 OY0658  DYNAMIC HT  -        1774.850 (meters)    5822.99  (feet)  COMP
 OY0658  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 OY0658
 OY0658  VERT ORDER  -  SECOND    CLASS 0
 OY0658
 OY0658.The horizontal coordinates were scaled from a topographic map and have
 OY0658.an estimated accuracy of +/- 6 seconds.
 OY0658
 OY0658.The orthometric height was determined by differential leveling
 OY0658.and adjusted by the National Geodetic Survey in June 1991..
 OY0658
 OY0658.The geoid height was determined by GEOID03.
 OY0658
 OY0658.The dynamic height is computed by dividing the NAVD 88
 OY0658.geopotential number by the normal gravity value computed on the
 OY0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0658.degrees latitude (g = 980.6199 gals.).
 OY0658
 OY0658.The modeled gravity was interpolated from observed gravity values.
 OY0658
 OY0658;                    North         East    Units  Estimated Accuracy
 OY0658;SPC ID C     -   196,810.      531,730.      MT  (+/- 180 meters Scaled)
 OY0658
 OY0658                          SUPERSEDED SURVEY CONTROL
 OY0658
 OY0658  NGVD 29 (??/??/92) 1774.765  (m)         5822.71   (f) ADJ UNCH    2 0
 OY0658
 OY0658.Superseded values are not recommended for survey control.
 OY0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0658.See file dsdata.txt to determine how the superseded data were derived.
 OY0658
 OY0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP889127(NAD 83)
 OY0658_MARKER: N = NAIL
 OY0658_SETTING: 66 = SET IN ROCK OUTCROP
 OY0658_SP_SET: ROCK OUTCROP
 OY0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0658+STABILITY: POSITION/ELEVATION WELL
 OY0658
 OY0658  HISTORY     - Date     Condition        Report By
 OY0658  HISTORY     - UNK      MONUMENTED       USGS
 OY0658  HISTORY     - 1958     GOOD             NGS
 OY0658
 OY0658                          STATION DESCRIPTION
 OY0658
 OY0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0658'21.8 MI SW FROM ARCO.
 OY0658'21.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0658'THE COURTHOUSE AT ARCO, 0.4 MILE NORTHEAST OF THE CROSSING OF A
 OY0658'TELEPHONE LINE, IN THE TOP OF A SMALL LAVA OUTCROP FLUSH WITH THE
 OY0658'GROUND, 37 1/2 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 211 FEET
 OY0658'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 43.7 FEET SOUTHEAST OF BENCH
 OY0658'MARK 36 A (USGS), AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0505 ***********************************************************************
 NW0505  DESIGNATION -  36 EMH
 NW0505  PID         -  NW0505
 NW0505  STATE/COUNTY-  ID/OWYHEE
 NW0505  USGS QUAD   -  LOST VALLEY (1972)
 NW0505
 NW0505                         *CURRENT SURVEY CONTROL
 NW0505  ___________________________________________________________________
 NW0505* NAD 83(1986)-  42 28 47.     (N)    116 19 44.     (W)     SCALED    
 NW0505* NAVD 88     -      1745.879  (meters)    5727.94   (feet)  POSTED    
 NW0505  ___________________________________________________________________
 NW0505  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0505  DYNAMIC HT  -        1744.680 (meters)    5724.00  (feet)  COMP
 NW0505  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 NW0505
 NW0505  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0505
 NW0505.The horizontal coordinates were scaled from a topographic map and have
 NW0505.an estimated accuracy of +/- 6 seconds.
 NW0505
 NW0505.The orthometric height was determined by differential leveling
 NW0505.and adjusted by the National Geodetic Survey in 1992..
 NW0505.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0505.rate of 0.0 thru 1.0 mm/km.
 NW0505
 NW0505.The geoid height was determined by GEOID03.
 NW0505
 NW0505.The dynamic height is computed by dividing the NAVD 88
 NW0505.geopotential number by the normal gravity value computed on the
 NW0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0505.degrees latitude (g = 980.6199 gals.).
 NW0505
 NW0505.The modeled gravity was interpolated from observed gravity values.
 NW0505
 NW0505;                    North         East    Units  Estimated Accuracy
 NW0505;SPC ID W     -    90,470.      752,400.      MT  (+/- 180 meters Scaled)
 NW0505
 NW0505                          SUPERSEDED SURVEY CONTROL
 NW0505
 NW0505.No superseded survey control is available for this station.
 NW0505
 NW0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH551032(NAD 83)
 NW0505_MARKER: DD = SURVEY DISK
 NW0505_SETTING: 66 = SET IN ROCK OUTCROP
 NW0505_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0505_STAMPING: 36 EMH 1972 5724
 NW0505_MARK LOGO: USGS  
 NW0505_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0505+STABILITY: POSITION/ELEVATION WELL
 NW0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0505+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0505
 NW0505  HISTORY     - Date     Condition        Report By
 NW0505  HISTORY     - 1972     MONUMENTED       USGS
 NW0505
 NW0505                          STATION DESCRIPTION
 NW0505
 NW0505'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0505'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0505'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0505'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0505'TRACK ROAD, THENCE 12.7 MILES SOUTHEAST ALONG TRACK ROAD, 0.4 MILES
 NW0505'NORTHWEST OF UPPER BATTLE CREEK CROSSING, 0.3 MILES SOUTH OF AN
 NW0505'ABANDONED ROCK BUILDING, 386 FEET NORTHWEST OF A FENCE CROSSING, 70
 NW0505'FEET WEST AND ABOUT 5 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, SET
 NW0505'IN A ROCK OUTCROP PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0462 ***********************************************************************
 NW0462  DESIGNATION -  36 FMK
 NW0462  PID         -  NW0462
 NW0462  STATE/COUNTY-  ID/OWYHEE
 NW0462  USGS QUAD   -  TOY PASS (1990)
 NW0462
 NW0462                         *CURRENT SURVEY CONTROL
 NW0462  ___________________________________________________________________
 NW0462* NAD 83(1986)-  42 55 08.     (N)    116 31 31.     (W)     SCALED    
 NW0462* NAVD 88     -      1521.112  (meters)    4990.52   (feet)  POSTED    
 NW0462  ___________________________________________________________________
 NW0462  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 NW0462  DYNAMIC HT  -        1520.210 (meters)    4987.56  (feet)  COMP
 NW0462  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 NW0462
 NW0462  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0462
 NW0462.The horizontal coordinates were scaled from a topographic map and have
 NW0462.an estimated accuracy of +/- 6 seconds.
 NW0462
 NW0462.The orthometric height was determined by differential leveling
 NW0462.and adjusted by the National Geodetic Survey in 1992..
 NW0462.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0462.rate of 1.1 thru 2.0 mm/km.
 NW0462
 NW0462.The geoid height was determined by GEOID03.
 NW0462
 NW0462.The dynamic height is computed by dividing the NAVD 88
 NW0462.geopotential number by the normal gravity value computed on the
 NW0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0462.degrees latitude (g = 980.6199 gals.).
 NW0462
 NW0462.The modeled gravity was interpolated from observed gravity values.
 NW0462
 NW0462;                    North         East    Units  Estimated Accuracy
 NW0462;SPC ID W     -   139,380.      736,700.      MT  (+/- 180 meters Scaled)
 NW0462
 NW0462                          SUPERSEDED SURVEY CONTROL
 NW0462
 NW0462.No superseded survey control is available for this station.
 NW0462
 NW0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH387519(NAD 83)
 NW0462_MARKER: DD = SURVEY DISK
 NW0462_SETTING: 66 = SET IN ROCK OUTCROP
 NW0462_SP_SET: ROCK OUTCROP
 NW0462_STAMPING: 36 FMK 1964
 NW0462_MARK LOGO: USGS  
 NW0462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0462+STABILITY: POSITION/ELEVATION WELL
 NW0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0462+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0462
 NW0462  HISTORY     - Date     Condition        Report By
 NW0462  HISTORY     - 1964     MONUMENTED       USGS
 NW0462
 NW0462                          STATION DESCRIPTION
 NW0462
 NW0462'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0462'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0462'COUNTY ROAD, THENCE 11.8 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0462'ROAD, IN THE MOST SOUTHERLY OF TWO PROMINENT ROCK OUTCROPS AT A SHARP
 NW0462'CURVE IN THE ROAD, 69 FEET WEST AND 4 FEET BELOW THE ROAD, 6 FEET
 NW0462'SOUTH OF A WITNESS POST, IN A ROCK OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1219 ***********************************************************************
 OY1219  DESIGNATION -  36 FMK
 OY1219  PID         -  OY1219
 OY1219  STATE/COUNTY-  ID/BINGHAM
 OY1219  USGS QUAD   -  LITTLE BUTTE (1973)
 OY1219
 OY1219                         *CURRENT SURVEY CONTROL
 OY1219  ___________________________________________________________________
 OY1219* NAD 83(1986)-  43 33 14.     (N)    112 35 57.     (W)     SCALED    
 OY1219* NAVD 88     -      1643.085  (meters)    5390.69   (feet)  ADJUSTED  
 OY1219  ___________________________________________________________________
 OY1219  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 OY1219  DYNAMIC HT  -        1642.178 (meters)    5387.71  (feet)  COMP
 OY1219  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 OY1219
 OY1219  VERT ORDER  -  FIRST     CLASS II
 OY1219
 OY1219.The horizontal coordinates were scaled from a topographic map and have
 OY1219.an estimated accuracy of +/- 6 seconds.
 OY1219
 OY1219.The orthometric height was determined by differential leveling
 OY1219.and adjusted by the National Geodetic Survey in December 1992..
 OY1219
 OY1219.The geoid height was determined by GEOID03.
 OY1219
 OY1219.The dynamic height is computed by dividing the NAVD 88
 OY1219.geopotential number by the normal gravity value computed on the
 OY1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1219.degrees latitude (g = 980.6199 gals.).
 OY1219
 OY1219.The modeled gravity was interpolated from observed gravity values.
 OY1219
 OY1219;                    North         East    Units  Estimated Accuracy
 OY1219;SPC ID E     -   209,720.      165,050.      MT  (+/- 180 meters Scaled)
 OY1219
 OY1219                          SUPERSEDED SURVEY CONTROL
 OY1219
 OY1219  NGVD 29 (08/20/92) 1641.989  (m)         5387.09   (f) ADJUSTED    1 2
 OY1219
 OY1219.Superseded values are not recommended for survey control.
 OY1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1219.See file dsdata.txt to determine how the superseded data were derived.
 OY1219
 OY1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP708235(NAD 83)
 OY1219_MARKER: DE = TRAVERSE STATION DISK
 OY1219_SETTING: 66 = SET IN ROCK OUTCROP
 OY1219_SP_SET: BEDROCK
 OY1219_STAMPING: 36 FMK 1973 5387
 OY1219_MARK LOGO: USGS  
 OY1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1219+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1219
 OY1219  HISTORY     - Date     Condition        Report By
 OY1219  HISTORY     - 1973     MONUMENTED       USGS
 OY1219  HISTORY     - 19920531 GOOD             NGS
 OY1219
 OY1219                          STATION DESCRIPTION
 OY1219
 OY1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1219'45.4 KM (28.20 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1219'OF INTERSTATE HIGHWAY 15 IN IDAHO FALLS, NEAR THE CENTER OF A 2 BY
 OY1219'4-FOOT AREA OF OUTCROPPING BEDROCK NEAR THE WEST END OF A HIGHWAY
 OY1219'CUT, 52.0 M (170.6 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 11.3 M
 OY1219'(37.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) NORTH OF A
 OY1219'CAIRN, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0562 ***********************************************************************
 NW0562  DESIGNATION -  36 MDC
 NW0562  PID         -  NW0562
 NW0562  STATE/COUNTY-  ID/OWYHEE
 NW0562  USGS QUAD   -  SLACK MOUNTAIN (1973)
 NW0562
 NW0562                         *CURRENT SURVEY CONTROL
 NW0562  ___________________________________________________________________
 NW0562* NAD 83(1986)-  42 34 52.     (N)    116 39 58.     (W)     SCALED    
 NW0562* NAVD 88     -      1597.550  (meters)    5241.30   (feet)  POSTED    
 NW0562  ___________________________________________________________________
 NW0562  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 NW0562  DYNAMIC HT  -        1596.520 (meters)    5237.92  (feet)  COMP
 NW0562  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 NW0562
 NW0562  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0562
 NW0562.The horizontal coordinates were scaled from a topographic map and have
 NW0562.an estimated accuracy of +/- 6 seconds.
 NW0562
 NW0562.The orthometric height was determined by differential leveling
 NW0562.and adjusted by the National Geodetic Survey in 1992..
 NW0562.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0562.rate of 0.0 thru 1.0 mm/km.
 NW0562
 NW0562.The geoid height was determined by GEOID03.
 NW0562
 NW0562.The dynamic height is computed by dividing the NAVD 88
 NW0562.geopotential number by the normal gravity value computed on the
 NW0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0562.degrees latitude (g = 980.6199 gals.).
 NW0562
 NW0562.The modeled gravity was interpolated from observed gravity values.
 NW0562
 NW0562;                    North         East    Units  Estimated Accuracy
 NW0562;SPC ID W     -   101,970.      724,800.      MT  (+/- 180 meters Scaled)
 NW0562
 NW0562                          SUPERSEDED SURVEY CONTROL
 NW0562
 NW0562.No superseded survey control is available for this station.
 NW0562
 NW0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH273143(NAD 83)
 NW0562_MARKER: DD = SURVEY DISK
 NW0562_SETTING: 66 = SET IN ROCK OUTCROP
 NW0562_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 NW0562_STAMPING: 36 MDC 1973 5237
 NW0562_MARK LOGO: USGS  
 NW0562_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0562+STABILITY: POSITION/ELEVATION WELL
 NW0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0562+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0562
 NW0562  HISTORY     - Date     Condition        Report By
 NW0562  HISTORY     - 1972     MONUMENTED       USGS
 NW0562
 NW0562                          STATION DESCRIPTION
 NW0562
 NW0562'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0562'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0562'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0562'14.7 MILES NORTH ALONG MUD FLAT ROAD, 8.1 MILES WEST OF MUD FLAT
 NW0562'RESOURCE AREA FIELD STATION, AT A CURVE IN THE ROAD, 0.1 MILE WEST OF
 NW0562'A Y-ROAD TO THE SOUTHEAST, 57 FEET NORTH OF THE CENTERLINE OF THE
 NW0562'ROAD, ABOUT 10 FEET HIGHER THAN THE ROAD BED, CEMENTED IN A LEDGE
 NW0562'ABOUT 4 FEET ABOVE GROUND LEVEL ON THE SOUTHEAST FACE OF A LARGE
 NW0562'OUTCROP LAVA MOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0243 ***********************************************************************
 OX0243  DESIGNATION -  36 RS
 OX0243  PID         -  OX0243
 OX0243  STATE/COUNTY-  ID/TETON
 OX0243  USGS QUAD   -  LAMONT (1965)
 OX0243
 OX0243                         *CURRENT SURVEY CONTROL
 OX0243  ___________________________________________________________________
 OX0243* NAD 83(1986)-  43 56 11.     (N)    111 08 56.     (W)     SCALED    
 OX0243* NAVD 88     -      1843.579  (meters)    6048.48   (feet)  POSTED    
 OX0243  ___________________________________________________________________
 OX0243  GEOID HEIGHT-          -9.86  (meters)                     GEOID03
 OX0243  DYNAMIC HT  -        1842.490 (meters)    6044.90  (feet)  COMP
 OX0243  MODELED GRAV-     979,963.4   (mgal)                       NAVD 88
 OX0243
 OX0243  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0243
 OX0243.The horizontal coordinates were scaled from a topographic map and have
 OX0243.an estimated accuracy of +/- 6 seconds.
 OX0243
 OX0243.The orthometric height was determined by differential leveling
 OX0243.and adjusted by the National Geodetic Survey in 1992..
 OX0243.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0243.rate of 1.1 thru 2.0 mm/km.
 OX0243
 OX0243.The geoid height was determined by GEOID03.
 OX0243
 OX0243.The dynamic height is computed by dividing the NAVD 88
 OX0243.geopotential number by the normal gravity value computed on the
 OX0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0243.degrees latitude (g = 980.6199 gals.).
 OX0243
 OX0243.The modeled gravity was interpolated from observed gravity values.
 OX0243
 OX0243;                    North         East    Units  Estimated Accuracy
 OX0243;SPC ID E     -   252,630.      281,720.      MT  (+/- 180 meters Scaled)
 OX0243
 OX0243                          SUPERSEDED SURVEY CONTROL
 OX0243
 OX0243  NGVD 29 (??/??/92) 1842.371  (m)         6044.51   (f) ADJ UNCH    2 0
 OX0243
 OX0243.Superseded values are not recommended for survey control.
 OX0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0243.See file dsdata.txt to determine how the superseded data were derived.
 OX0243
 OX0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP880648(NAD 83)
 OX0243_MARKER: DD = SURVEY DISK
 OX0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0243_SP_SET: STONE POST
 OX0243_STAMPING: 36 RS 1932
 OX0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0243+STABILITY: SURFACE MOTION
 OX0243
 OX0243  HISTORY     - Date     Condition        Report By
 OX0243  HISTORY     - 1932     MONUMENTED       USGS
 OX0243
 OX0243                          STATION DESCRIPTION
 OX0243
 OX0243'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 OX0243'9.4 MI N FROM TETONIA.
 OX0243'ABOUT 9.4 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OX0243'STATION AT TETONIA, TETON COUNTY, ABOUT 1.1 MILES NORTH OF THE SPUR TO
 OX0243'JUDKINS, ABOUT 0.2 MILE SOUTH OF MILEPOST 21, ABOUT 360 FEET NORTH OF
 OX0243'WOODEN TRESTLE 21.19, 33 FEET WEST OF THE CROSSING OF A DIRT ROAD, AND
 OX0243'33 FEET WEST OF THE CENTER LINE OF THE TRACK.  A UNITED STATES
 OX0243'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 36 RS 1932 AND SET IN THE TOP
 OX0243'OF A BLACK STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0235 ***********************************************************************
 RY0235  DESIGNATION -  3609
 RY0235  PID         -  RY0235
 RY0235  STATE/COUNTY-  ID/IDAHO
 RY0235  USGS QUAD   -  ROCKY POINT (1994)
 RY0235
 RY0235                         *CURRENT SURVEY CONTROL
 RY0235  ___________________________________________________________________
 RY0235* NAD 83(1986)-  46 31 14.     (N)    114 41 58.     (W)     SCALED    
 RY0235* NAVD 88     -      1099.796  (meters)    3608.25   (feet)  ADJUSTED  
 RY0235  ___________________________________________________________________
 RY0235  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 RY0235  DYNAMIC HT  -        1099.541 (meters)    3607.41  (feet)  COMP
 RY0235  MODELED GRAV-     980,345.5   (mgal)                       NAVD 88
 RY0235
 RY0235  VERT ORDER  -  FIRST     CLASS II
 RY0235
 RY0235.The horizontal coordinates were scaled from a topographic map and have
 RY0235.an estimated accuracy of +/- 6 seconds.
 RY0235
 RY0235.The orthometric height was determined by differential leveling
 RY0235.and adjusted by the National Geodetic Survey in June 1991..
 RY0235
 RY0235.The geoid height was determined by GEOID03.
 RY0235
 RY0235.The dynamic height is computed by dividing the NAVD 88
 RY0235.geopotential number by the normal gravity value computed on the
 RY0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0235.degrees latitude (g = 980.6199 gals.).
 RY0235
 RY0235.The modeled gravity was interpolated from observed gravity values.
 RY0235
 RY0235;                    North         East    Units  Estimated Accuracy
 RY0235;SPC ID W     -   539,840.      880,610.      MT  (+/- 180 meters Scaled)
 RY0235
 RY0235                          SUPERSEDED SURVEY CONTROL
 RY0235
 RY0235  NGVD 29 (??/??/92) 1098.62   (m)         3604.4    (f) COMPUTED    1 2
 RY0235
 RY0235.Superseded values are not recommended for survey control.
 RY0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0235.See file dsdata.txt to determine how the superseded data were derived.
 RY0235
 RY0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM764544(NAD 83)
 RY0235_MARKER: DD = SURVEY DISK
 RY0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0235_STAMPING: CONST 3609 USGS 3609 28
 RY0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0235+STABILITY: SURFACE MOTION
 RY0235
 RY0235  HISTORY     - Date     Condition        Report By
 RY0235  HISTORY     - UNK      MONUMENTED       BPR
 RY0235  HISTORY     - 1950     GOOD             NGS
 RY0235  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0235  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0235
 RY0235                          STATION DESCRIPTION
 RY0235
 RY0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0235'2.0 MI NE FROM POWELL RANGER STATION.
 RY0235'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0235'STATION, THENCE 1.1 MILES EAST ALONG THE LEWIS AND CLARK HIGHWAY, ON
 RY0235'THE OUTSIDE OF A LONG CURVE, ABOUT 100 YARDS EAST OF THE DRIVEWAY
 RY0235'LEADING NORTH TO A CABIN, 155 FEET WEST OF AND ACROSS THE HIGHWAY FROM
 RY0235'THE NORTHWEST CORNER OF A POLE FENCE AROUND A PASTURE, 17 FEET NORTH
 RY0235'OF THE CENTER LINE OF THE HIGHWAY, 9.6 FEET NORTHEAST OF A STANDARD
 RY0235'MARKER POST, 4.5 FEET SOUTH OF THE APPROXIMATE CENTER OF A SMALL
 RY0235'STREAM, 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RY0235'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 RY0235
 RY0235                          STATION RECOVERY (1964)
 RY0235
 RY0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0235'MARK NOT FOUND.
 RY0235
 RY0235                          STATION RECOVERY (1980)
 RY0235
 RY0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0235'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
 RY0235'NOTE-HIGHWAY CONSTRUCTION IN THE AREA, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0358 ***********************************************************************
 QY0358  DESIGNATION -  3617.81
 QY0358  PID         -  QY0358
 QY0358  STATE/COUNTY-  ID/LEMHI
 QY0358  USGS QUAD   -  NORTH FORK (1966)
 QY0358
 QY0358                         *CURRENT SURVEY CONTROL
 QY0358  ___________________________________________________________________
 QY0358* NAD 83(1986)-  45 23 21.     (N)    113 57 53.     (W)     SCALED    
 QY0358* NAVD 88     -      1110.239  (meters)    3642.51   (feet)  ADJUSTED  
 QY0358  ___________________________________________________________________
 QY0358  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 QY0358  DYNAMIC HT  -        1109.845 (meters)    3641.22  (feet)  COMP
 QY0358  MODELED GRAV-     980,224.2   (mgal)                       NAVD 88
 QY0358
 QY0358  VERT ORDER  -  FIRST     CLASS II
 QY0358
 QY0358.The horizontal coordinates were scaled from a topographic map and have
 QY0358.an estimated accuracy of +/- 6 seconds.
 QY0358
 QY0358.The orthometric height was determined by differential leveling
 QY0358.and adjusted by the National Geodetic Survey in June 1991..
 QY0358
 QY0358.The geoid height was determined by GEOID03.
 QY0358
 QY0358.The dynamic height is computed by dividing the NAVD 88
 QY0358.geopotential number by the normal gravity value computed on the
 QY0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0358.degrees latitude (g = 980.6199 gals.).
 QY0358
 QY0358.The modeled gravity was interpolated from observed gravity values.
 QY0358
 QY0358;                    North         East    Units  Estimated Accuracy
 QY0358;SPC ID C     -   413,560.      502,760.      MT  (+/- 180 meters Scaled)
 QY0358
 QY0358                          SUPERSEDED SURVEY CONTROL
 QY0358
 QY0358  NGVD 29 (??/??/92) 1109.099  (m)         3638.77   (f) ADJ UNCH    1 2
 QY0358
 QY0358.Superseded values are not recommended for survey control.
 QY0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0358.See file dsdata.txt to determine how the superseded data were derived.
 QY0358
 QY0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR679304(NAD 83)
 QY0358_MARKER: DD = SURVEY DISK
 QY0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0358_SP_SET: PARAPET WALL
 QY0358_STAMPING: 3617.81 27
 QY0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0358
 QY0358  HISTORY     - Date     Condition        Report By
 QY0358  HISTORY     - UNK      MONUMENTED       BOR
 QY0358  HISTORY     - 1934     GOOD             NGS
 QY0358  HISTORY     - 1966     MARK NOT FOUND   USGS
 QY0358  HISTORY     - 20010611 MARK NOT FOUND   IDTD
 QY0358
 QY0358                          STATION DESCRIPTION
 QY0358
 QY0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0358'2.0 MI S FROM NORTH FORK.
 QY0358'2.0 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT NORTH
 QY0358'FORK, LEMHI COUNTY, AT THE POINT WHERE A SAND FLAT IS ON THE NORTH
 QY0358'SIDE OF SALMON RIVER, 20 FEET EAST OF THE JUNCTION OF A ROAD LEADING
 QY0358'NORTH UP A CANYON, 11 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT
 QY0358'AN 8-FOOT RECTANGULAR CONCRETE CULVERT ON A SMALL STREAM, IN THE TOP
 QY0358'OF THE PARAPET WALL, AND 75 FEET WEST OF THE WEST END OF THE
 QY0358'GUARDRAIL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 QY0358'STAMPED 3617.81 27.
 QY0358
 QY0358                          STATION RECOVERY (1966)
 QY0358
 QY0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QY0358'MARK NOT FOUND.
 QY0358
 QY0358                          STATION RECOVERY (2001)
 QY0358
 QY0358'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 QY0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0359 ***********************************************************************
 QY0359  DESIGNATION -  3628.82
 QY0359  PID         -  QY0359
 QY0359  STATE/COUNTY-  ID/LEMHI
 QY0359  USGS QUAD   -  NORTH FORK (1966)
 QY0359
 QY0359                         *CURRENT SURVEY CONTROL
 QY0359  ___________________________________________________________________
 QY0359* NAD 83(1986)-  45 23 44.     (N)    113 58 34.     (W)     SCALED    
 QY0359* NAVD 88     -      1113.632  (meters)    3653.64   (feet)  ADJUSTED  
 QY0359  ___________________________________________________________________
 QY0359  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 QY0359  DYNAMIC HT  -        1113.238 (meters)    3652.35  (feet)  COMP
 QY0359  MODELED GRAV-     980,225.7   (mgal)                       NAVD 88
 QY0359
 QY0359  VERT ORDER  -  FIRST     CLASS II
 QY0359
 QY0359.The horizontal coordinates were scaled from a topographic map and have
 QY0359.an estimated accuracy of +/- 6 seconds.
 QY0359
 QY0359.The orthometric height was determined by differential leveling
 QY0359.and adjusted by the National Geodetic Survey in June 1991..
 QY0359
 QY0359.The geoid height was determined by GEOID03.
 QY0359
 QY0359.The dynamic height is computed by dividing the NAVD 88
 QY0359.geopotential number by the normal gravity value computed on the
 QY0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0359.degrees latitude (g = 980.6199 gals.).
 QY0359
 QY0359.The modeled gravity was interpolated from observed gravity values.
 QY0359
 QY0359;                    North         East    Units  Estimated Accuracy
 QY0359;SPC ID C     -   414,270.      501,870.      MT  (+/- 180 meters Scaled)
 QY0359
 QY0359                          SUPERSEDED SURVEY CONTROL
 QY0359
 QY0359  NGVD 29 (??/??/92) 1112.490  (m)         3649.89   (f) ADJ UNCH    1 2
 QY0359
 QY0359.Superseded values are not recommended for survey control.
 QY0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0359.See file dsdata.txt to determine how the superseded data were derived.
 QY0359
 QY0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR670312(NAD 83)
 QY0359_MARKER: DD = SURVEY DISK
 QY0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0359_SP_SET: CULVERT
 QY0359_STAMPING: 3628.82 27
 QY0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0359
 QY0359  HISTORY     - Date     Condition        Report By
 QY0359  HISTORY     - UNK      MONUMENTED       BOR
 QY0359  HISTORY     - 1934     GOOD             NGS
 QY0359  HISTORY     - 1966     MARK NOT FOUND   USGS
 QY0359  HISTORY     - 20010611 MARK NOT FOUND   IDTD
 QY0359
 QY0359                          STATION DESCRIPTION
 QY0359
 QY0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0359'1.3 MI S FROM NORTH FORK.
 QY0359'1.3 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT NORTH
 QY0359'FORK, LEMHI COUNTY, 390 FEET WEST OF A TUNNEL ENTRANCE IN A HILL ON
 QY0359'THE NORTH SIDE OF THE HIGHWAY, 150 FEET NORTH OF THE NORTH BANK OF
 QY0359'SALMON RIVER, 25 FEET SOUTHEAST OF A GATE IN A FENCE, AT A HIGH POINT
 QY0359'IN THE HIGHWAY, 12 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT AN
 QY0359'8-FOOT RECTANGULAR CONCRETE CULVERT ON A STREAM IN BURNS GULCH, AND IN
 QY0359'THE TOP OF THE CONCRETE HEADWALL.  A UNITED STATES BUREAU OF PUBLIC
 QY0359'ROADS STANDARD DISK, STAMPED 3628.82 27.
 QY0359
 QY0359                          STATION RECOVERY (1966)
 QY0359
 QY0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QY0359'MARK NOT FOUND.
 QY0359
 QY0359                          STATION RECOVERY (2001)
 QY0359
 QY0359'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 QY0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0487 ***********************************************************************
 QZ0487  DESIGNATION -  3629
 QZ0487  PID         -  QZ0487
 QZ0487  STATE/COUNTY-  ID/IDAHO
 QZ0487  USGS QUAD   -  CENTER STAR MOUNTAIN (1995)
 QZ0487
 QZ0487                         *CURRENT SURVEY CONTROL
 QZ0487  ___________________________________________________________________
 QZ0487* NAD 83(1986)-  45 49 44.     (N)    115 36 55.     (W)     SCALED    
 QZ0487* NAVD 88     -      1108.808  (meters)    3637.81   (feet)  ADJUSTED  
 QZ0487  ___________________________________________________________________
 QZ0487  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 QZ0487  DYNAMIC HT  -        1108.509 (meters)    3636.83  (feet)  COMP
 QZ0487  MODELED GRAV-     980,308.4   (mgal)                       NAVD 88
 QZ0487
 QZ0487  VERT ORDER  -  FIRST     CLASS II
 QZ0487
 QZ0487.The horizontal coordinates were scaled from a topographic map and have
 QZ0487.an estimated accuracy of +/- 6 seconds.
 QZ0487
 QZ0487.The orthometric height was determined by differential leveling
 QZ0487.and adjusted by the National Geodetic Survey in June 1991..
 QZ0487
 QZ0487.The geoid height was determined by GEOID03.
 QZ0487
 QZ0487.The dynamic height is computed by dividing the NAVD 88
 QZ0487.geopotential number by the normal gravity value computed on the
 QZ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0487.degrees latitude (g = 980.6199 gals.).
 QZ0487
 QZ0487.The modeled gravity was interpolated from observed gravity values.
 QZ0487
 QZ0487;                    North         East    Units  Estimated Accuracy
 QZ0487;SPC ID W     -   462,430.      810,470.      MT  (+/- 180 meters Scaled)
 QZ0487
 QZ0487                          SUPERSEDED SURVEY CONTROL
 QZ0487
 QZ0487  NGVD 29 (??/??/92) 1107.723  (m)         3634.25   (f) ADJ UNCH    1 2
 QZ0487
 QZ0487.Superseded values are not recommended for survey control.
 QZ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0487.See file dsdata.txt to determine how the superseded data were derived.
 QZ0487
 QZ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL075759(NAD 83)
 QZ0487_MARKER: DD = SURVEY DISK
 QZ0487_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0487_SP_SET: GRANITE OUTCROP
 QZ0487_STAMPING: 3629 30
 QZ0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0487+STABILITY: POSITION/ELEVATION WELL
 QZ0487
 QZ0487  HISTORY     - Date     Condition        Report By
 QZ0487  HISTORY     - UNK      MONUMENTED       BPR
 QZ0487  HISTORY     - 1945     GOOD             NGS
 QZ0487  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0487
 QZ0487                          STATION DESCRIPTION
 QZ0487
 QZ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0487'13.05 MI W FROM ELK CITY.
 QZ0487'ALONG CONNER -GRANGEVILLE ROAD, 13.05 MILES WEST OF THE POST OFFICE AT
 QZ0487'ELK CITY, ON NORTHWEST BANK OF NEWSOME CREEK, 80.0 FEET NORTH OF
 QZ0487'CENTERLINE OF NORTHEAST END OF BRIDGE OVER NEWSOME CREEK, 54.5 FEET
 QZ0487'NORTHEAST OF A NARROW HIGH GRANITE OUTCROP, 25.0 FEET SOUTHWEST OF
 QZ0487'ABRUPT NORTHEAST END OF A LARGE GRANITE OUTCROP, 3.8 FEET NORTHWEST OF
 QZ0487'REFERENCE POST, SET IN BASE OF GRANITE OUTCROP ABOUT 2 FEET ABOVE
 QZ0487'GROUND AND ABOUT 8 FEET BELOW THE ROAD.  BUREAU OF PUBLIC ROADS BRONZE
 QZ0487'DISK.  NOTE-- AREA IN WHICH MARK WAS LOCATED HAS BEEN WORKED OVER BY A
 QZ0487'BULLDOZER.
 QZ0487
 QZ0487                          STATION RECOVERY (1962)
 QZ0487
 QZ0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0078 ***********************************************************************
 RA0078  DESIGNATION -  3633
 RA0078  PID         -  RA0078
 RA0078  STATE/COUNTY-  ID/IDAHO
 RA0078  USGS QUAD   -  GRANGEVILLE EAST (1995)
 RA0078
 RA0078                         *CURRENT SURVEY CONTROL
 RA0078  ___________________________________________________________________
 RA0078* NAD 83(1986)-  45 54 13.     (N)    116 04 57.     (W)     SCALED    
 RA0078* NAVD 88     -      1108.294  (meters)    3636.13   (feet)  ADJUSTED  
 RA0078  ___________________________________________________________________
 RA0078  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 RA0078  DYNAMIC HT  -        1108.080 (meters)    3635.43  (feet)  COMP
 RA0078  MODELED GRAV-     980,383.4   (mgal)                       NAVD 88
 RA0078
 RA0078  VERT ORDER  -  FIRST     CLASS II
 RA0078
 RA0078.The horizontal coordinates were scaled from a topographic map and have
 RA0078.an estimated accuracy of +/- 6 seconds.
 RA0078
 RA0078.The orthometric height was determined by differential leveling
 RA0078.and adjusted by the National Geodetic Survey in June 1991..
 RA0078
 RA0078.The geoid height was determined by GEOID03.
 RA0078
 RA0078.The dynamic height is computed by dividing the NAVD 88
 RA0078.geopotential number by the normal gravity value computed on the
 RA0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0078.degrees latitude (g = 980.6199 gals.).
 RA0078
 RA0078.The modeled gravity was interpolated from observed gravity values.
 RA0078
 RA0078;                    North         East    Units  Estimated Accuracy
 RA0078;SPC ID W     -   470,780.      774,200.      MT  (+/- 180 meters Scaled)
 RA0078
 RA0078                          SUPERSEDED SURVEY CONTROL
 RA0078
 RA0078  NGVD 29 (??/??/92) 1107.24   (m)         3632.7    (f) COMPUTED    1 2
 RA0078
 RA0078.Superseded values are not recommended for survey control.
 RA0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0078.See file dsdata.txt to determine how the superseded data were derived.
 RA0078
 RA0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL711837(NAD 83)
 RA0078_MARKER: N = NAIL
 RA0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0078_SP_SET: TREE
 RA0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0078
 RA0078  HISTORY     - Date     Condition        Report By
 RA0078  HISTORY     - UNK      MONUMENTED       USGS
 RA0078  HISTORY     - 1945     GOOD             NGS
 RA0078  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0078
 RA0078                          STATION DESCRIPTION
 RA0078
 RA0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0078'IN MOUNT IDAHO.
 RA0078'AT MOUNT IDAHO, AT JUNCTION OF MOUNT IDAHO - GRANGEVILLE ROAD AND
 RA0078'MOUNT IDAHO - ADAMS RANGER STATION ROAD, ACROSS ROAD FROM THE GRANGE
 RA0078'HALL AT MOUNT IDAHO, A COPPER NAIL AND WASHER DRIVEN IN BASE OF A 4
 RA0078'FOOT PINE TREE, 2.9 FEET DIRECTLY BELOW BOTTOM OF LARGE TRIANGULAR
 RA0078'BLAZE ON NORTH SIDE OF TREE.
 RA0078
 RA0078                          STATION RECOVERY (1982)
 RA0078
 RA0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0078'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0237 ***********************************************************************
 RY0237  DESIGNATION -  3644
 RY0237  PID         -  RY0237
 RY0237  STATE/COUNTY-  ID/IDAHO
 RY0237  USGS QUAD   -  ROCKY POINT (1994)
 RY0237
 RY0237                         *CURRENT SURVEY CONTROL
 RY0237  ___________________________________________________________________
 RY0237* NAD 83(1986)-  46 31 21.     (N)    114 40 48.     (W)     SCALED    
 RY0237* NAVD 88     -      1110.481  (meters)    3643.30   (feet)  ADJUSTED  
 RY0237  ___________________________________________________________________
 RY0237  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 RY0237  DYNAMIC HT  -        1110.223 (meters)    3642.46  (feet)  COMP
 RY0237  MODELED GRAV-     980,345.2   (mgal)                       NAVD 88
 RY0237
 RY0237  VERT ORDER  -  FIRST     CLASS II
 RY0237
 RY0237.The horizontal coordinates were scaled from a topographic map and have
 RY0237.an estimated accuracy of +/- 6 seconds.
 RY0237
 RY0237.The orthometric height was determined by differential leveling
 RY0237.and adjusted by the National Geodetic Survey in June 1991..
 RY0237
 RY0237.The geoid height was determined by GEOID03.
 RY0237
 RY0237.The dynamic height is computed by dividing the NAVD 88
 RY0237.geopotential number by the normal gravity value computed on the
 RY0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0237.degrees latitude (g = 980.6199 gals.).
 RY0237
 RY0237.The modeled gravity was interpolated from observed gravity values.
 RY0237
 RY0237;                    North         East    Units  Estimated Accuracy
 RY0237;SPC ID W     -   540,070.      882,100.      MT  (+/- 180 meters Scaled)
 RY0237
 RY0237                          SUPERSEDED SURVEY CONTROL
 RY0237
 RY0237  NGVD 29 (??/??/92) 1109.308  (m)         3639.45   (f) ADJ UNCH    1 2
 RY0237
 RY0237.Superseded values are not recommended for survey control.
 RY0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0237.See file dsdata.txt to determine how the superseded data were derived.
 RY0237
 RY0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM779547(NAD 83)
 RY0237_MARKER: DD = SURVEY DISK
 RY0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0237+STABILITY: SURFACE MOTION
 RY0237
 RY0237  HISTORY     - Date     Condition        Report By
 RY0237  HISTORY     - UNK      MONUMENTED       BPR
 RY0237  HISTORY     - 1964     GOOD             USGS
 RY0237  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0237
 RY0237                          STATION DESCRIPTION
 RY0237
 RY0237'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0237'3.0 MI NE FROM POWELL RANGER STATION.
 RY0237'0.9 MILES NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL
 RY0237'RANGER STATION THENCE, 2.1 MILES NORTHEAST ALONG THE LEWIS AND CLARK
 RY0237'HIGHWAY ON TOP OF A CUT DIRT BANK BETWEEN THE HIGHWAY AND AN OLD ROAD,
 RY0237'51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY 8.5 FEET HIGHER THAN THE
 RY0237'HIGHWAY, AND SET IN A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 RY0237
 RY0237                          STATION RECOVERY (1980)
 RY0237
 RY0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0237'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0356 ***********************************************************************
 QY0356  DESIGNATION -  3646.66
 QY0356  PID         -  QY0356
 QY0356  STATE/COUNTY-  ID/LEMHI
 QY0356  USGS QUAD   -  BIRD CREEK (1966)
 QY0356
 QY0356                         *CURRENT SURVEY CONTROL
 QY0356  ___________________________________________________________________
 QY0356* NAD 83(1986)-  45 21 47.     (N)    113 57 29.     (W)     SCALED    
 QY0356* NAVD 88     -      1119.054  (meters)    3671.43   (feet)  ADJUSTED  
 QY0356  ___________________________________________________________________
 QY0356  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 QY0356  DYNAMIC HT  -        1118.654 (meters)    3670.12  (feet)  COMP
 QY0356  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 QY0356
 QY0356  VERT ORDER  -  FIRST     CLASS II
 QY0356
 QY0356.The horizontal coordinates were scaled from a topographic map and have
 QY0356.an estimated accuracy of +/- 6 seconds.
 QY0356
 QY0356.The orthometric height was determined by differential leveling
 QY0356.and adjusted by the National Geodetic Survey in June 1991..
 QY0356
 QY0356.The geoid height was determined by GEOID03.
 QY0356
 QY0356.The dynamic height is computed by dividing the NAVD 88
 QY0356.geopotential number by the normal gravity value computed on the
 QY0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0356.degrees latitude (g = 980.6199 gals.).
 QY0356
 QY0356.The modeled gravity was interpolated from observed gravity values.
 QY0356
 QY0356;                    North         East    Units  Estimated Accuracy
 QY0356;SPC ID C     -   410,660.      503,290.      MT  (+/- 180 meters Scaled)
 QY0356
 QY0356                          SUPERSEDED SURVEY CONTROL
 QY0356
 QY0356  NGVD 29 (??/??/92) 1117.913  (m)         3667.69   (f) ADJ UNCH    1 2
 QY0356
 QY0356.Superseded values are not recommended for survey control.
 QY0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0356.See file dsdata.txt to determine how the superseded data were derived.
 QY0356
 QY0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR683275(NAD 83)
 QY0356_MARKER: DD = SURVEY DISK
 QY0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0356_SP_SET: CULVERT
 QY0356_STAMPING: 3646.66 27
 QY0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0356
 QY0356  HISTORY     - Date     Condition        Report By
 QY0356  HISTORY     - UNK      MONUMENTED       BOR
 QY0356  HISTORY     - 1934     GOOD             NGS
 QY0356  HISTORY     - 20010611 MARK NOT FOUND   IDTD
 QY0356
 QY0356                          STATION DESCRIPTION
 QY0356
 QY0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0356'4.4 MI S FROM NORTH FORK.
 QY0356'4.4 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT NORTH
 QY0356'FORK, LEMHI COUNTY, ON THE INSIDE OF A LONG CURVE, AT A CONCRETE
 QY0356'CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE NORTHWEST
 QY0356'HEADWALL, 15 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 QY0356'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  A UNITED STATES BUREAU
 QY0356'OF PUBLIC ROADS STANDARD DISK, STAMPED 3646.66 27.
 QY0356
 QY0356                          STATION RECOVERY (2001)
 QY0356
 QY0356'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 QY0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0355 ***********************************************************************
 QY0355  DESIGNATION -  3654.34
 QY0355  PID         -  QY0355
 QY0355  STATE/COUNTY-  ID/LEMHI
 QY0355  USGS QUAD   -  BIRD CREEK (1966)
 QY0355
 QY0355                         *CURRENT SURVEY CONTROL
 QY0355  ___________________________________________________________________
 QY0355* NAD 83(1986)-  45 22 01.     (N)    113 57 06.     (W)     SCALED    
 QY0355* NAVD 88     -      1121.413  (meters)    3679.17   (feet)  ADJUSTED  
 QY0355  ___________________________________________________________________
 QY0355  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 QY0355  DYNAMIC HT  -        1121.013 (meters)    3677.86  (feet)  COMP
 QY0355  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 QY0355
 QY0355  VERT ORDER  -  FIRST     CLASS II
 QY0355
 QY0355.The horizontal coordinates were scaled from a topographic map and have
 QY0355.an estimated accuracy of +/- 6 seconds.
 QY0355
 QY0355.The orthometric height was determined by differential leveling
 QY0355.and adjusted by the National Geodetic Survey in June 1991..
 QY0355
 QY0355.The geoid height was determined by GEOID03.
 QY0355
 QY0355.The dynamic height is computed by dividing the NAVD 88
 QY0355.geopotential number by the normal gravity value computed on the
 QY0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0355.degrees latitude (g = 980.6199 gals.).
 QY0355
 QY0355.The modeled gravity was interpolated from observed gravity values.
 QY0355
 QY0355;                    North         East    Units  Estimated Accuracy
 QY0355;SPC ID C     -   411,090.      503,790.      MT  (+/- 180 meters Scaled)
 QY0355
 QY0355                          SUPERSEDED SURVEY CONTROL
 QY0355
 QY0355  NGVD 29 (??/??/92) 1120.273  (m)         3675.43   (f) ADJ UNCH    1 2
 QY0355
 QY0355.Superseded values are not recommended for survey control.
 QY0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0355.See file dsdata.txt to determine how the superseded data were derived.
 QY0355
 QY0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR688279(NAD 83)
 QY0355_MARKER: DD = SURVEY DISK
 QY0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0355_SP_SET: CULVERT
 QY0355_STAMPING: 3654.34 27
 QY0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0355
 QY0355  HISTORY     - Date     Condition        Report By
 QY0355  HISTORY     - UNK      MONUMENTED       BOR
 QY0355  HISTORY     - 1934     GOOD             NGS
 QY0355  HISTORY     - 20010611 MARK NOT FOUND   IDTD
 QY0355
 QY0355                          STATION DESCRIPTION
 QY0355
 QY0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0355'4.8 MI S FROM NORTH FORK.
 QY0355'4.8 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT NORTH
 QY0355'FORK, LEMHI COUNTY, 0.1 MILE NORTHEAST OF A LONE POLE USED AS THE
 QY0355'SOUTHWEST ANCHOR FOR A CABLE CROSSING, AT A CONCRETE CULVERT UNDER THE
 QY0355'HIGHWAY, IN THE CENTER OF THE TOP OF THE NORTHWEST HEADWALL, AND 15
 QY0355'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 QY0355'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3654.34 27.
 QY0355
 QY0355                          STATION RECOVERY (2001)
 QY0355
 QY0355'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 QY0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0245 ***********************************************************************
 PY0245  DESIGNATION -  367.00
 PY0245  PID         -  PY0245
 PY0245  STATE/COUNTY-  ID/FREMONT
 PY0245  USGS QUAD   -  TARGHEE PASS (1964)
 PY0245
 PY0245                         *CURRENT SURVEY CONTROL
 PY0245  ___________________________________________________________________
 PY0245* NAD 83(1986)-  44 39 32.     (N)    111 21 29.     (W)     SCALED    
 PY0245* NAVD 88     -      1992.263  (meters)    6536.28   (feet)  POSTED    
 PY0245  ___________________________________________________________________
 PY0245  GEOID HEIGHT-          -8.80  (meters)                     GEOID03
 PY0245  DYNAMIC HT  -        1991.150 (meters)    6532.63  (feet)  COMP
 PY0245  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 PY0245
 PY0245  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0245
 PY0245.The horizontal coordinates were scaled from a topographic map and have
 PY0245.an estimated accuracy of +/- 6 seconds.
 PY0245
 PY0245.The orthometric height was determined by differential leveling
 PY0245.and adjusted by the National Geodetic Survey in 1992..
 PY0245.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0245.rate of 1.1 thru 2.0 mm/km.
 PY0245
 PY0245.The geoid height was determined by GEOID03.
 PY0245
 PY0245.The dynamic height is computed by dividing the NAVD 88
 PY0245.geopotential number by the normal gravity value computed on the
 PY0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0245.degrees latitude (g = 980.6199 gals.).
 PY0245
 PY0245.The modeled gravity was interpolated from observed gravity values.
 PY0245
 PY0245;                    North         East    Units  Estimated Accuracy
 PY0245;SPC ID E     -   332,720.      264,130.      MT  (+/- 180 meters Scaled)
 PY0245
 PY0245                          SUPERSEDED SURVEY CONTROL
 PY0245
 PY0245  NGVD 29 (??/??/92) 1990.805  (m)         6531.50   (f) ADJ UNCH    1 2
 PY0245
 PY0245.Superseded values are not recommended for survey control.
 PY0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0245.See file dsdata.txt to determine how the superseded data were derived.
 PY0245
 PY0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ716451(NAD 83)
 PY0245_MARKER: DD = SURVEY DISK
 PY0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0245_STAMPING: 367.00
 PY0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0245+STABILITY: SURFACE MOTION
 PY0245
 PY0245  HISTORY     - Date     Condition        Report By
 PY0245  HISTORY     - UNK      MONUMENTED       IDDT
 PY0245  HISTORY     - 1964     GOOD             NGS
 PY0245
 PY0245                          STATION DESCRIPTION
 PY0245
 PY0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0245'1.45 MI SE FROM HENRYS LAKE.
 PY0245'ABOUT 1.45 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE
 PY0245'TO HENRYS LAKE LODGE AT HENRYS LAKE, 81 FEET NORTHEAST OF THE CENTER
 PY0245'LINE OF THE HIGHWAY, 71 FEET SOUTHEAST OF THE CENTER OF A METAL GATE
 PY0245'AT THE ENTRANCE TO A PASTURE, 1/2 FOOT SOUTHWEST OF A FENCE, 1.4 FEET
 PY0245'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 PY0245'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0484 ***********************************************************************
 QZ0484  DESIGNATION -  3674.01
 QZ0484  PID         -  QZ0484
 QZ0484  STATE/COUNTY-  ID/IDAHO
 QZ0484  USGS QUAD   -  CENTER STAR MOUNTAIN (1995)
 QZ0484
 QZ0484                         *CURRENT SURVEY CONTROL
 QZ0484  ___________________________________________________________________
 QZ0484* NAD 83(1986)-  45 49 24.     (N)    115 35 05.     (W)     SCALED    
 QZ0484* NAVD 88     -      1125.491  (meters)    3692.55   (feet)  ADJUSTED  
 QZ0484  ___________________________________________________________________
 QZ0484  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 QZ0484  DYNAMIC HT  -        1125.185 (meters)    3691.54  (feet)  COMP
 QZ0484  MODELED GRAV-     980,306.3   (mgal)                       NAVD 88
 QZ0484
 QZ0484  VERT ORDER  -  FIRST     CLASS II
 QZ0484
 QZ0484.The horizontal coordinates were scaled from a topographic map and have
 QZ0484.an estimated accuracy of +/- 6 seconds.
 QZ0484
 QZ0484.The orthometric height was determined by differential leveling
 QZ0484.and adjusted by the National Geodetic Survey in June 1991..
 QZ0484
 QZ0484.The geoid height was determined by GEOID03.
 QZ0484
 QZ0484.The dynamic height is computed by dividing the NAVD 88
 QZ0484.geopotential number by the normal gravity value computed on the
 QZ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0484.degrees latitude (g = 980.6199 gals.).
 QZ0484
 QZ0484.The modeled gravity was interpolated from observed gravity values.
 QZ0484
 QZ0484;                    North         East    Units  Estimated Accuracy
 QZ0484;SPC ID W     -   461,820.      812,840.      MT  (+/- 180 meters Scaled)
 QZ0484
 QZ0484                          SUPERSEDED SURVEY CONTROL
 QZ0484
 QZ0484  NGVD 29 (??/??/92) 1124.406  (m)         3688.99   (f) ADJ UNCH    1 2
 QZ0484
 QZ0484.Superseded values are not recommended for survey control.
 QZ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0484.See file dsdata.txt to determine how the superseded data were derived.
 QZ0484
 QZ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL099753(NAD 83)
 QZ0484_MARKER: DD = SURVEY DISK
 QZ0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0484_SP_SET: CULVERT
 QZ0484_STAMPING: 3674.01 33
 QZ0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0484
 QZ0484  HISTORY     - Date     Condition        Report By
 QZ0484  HISTORY     - UNK      MONUMENTED       BPR
 QZ0484  HISTORY     - 1945     GOOD             NGS
 QZ0484  HISTORY     - 1956     GOOD             NGS
 QZ0484
 QZ0484                          STATION DESCRIPTION
 QZ0484
 QZ0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0484'11.25 MI W FROM ELK CITY.
 QZ0484'ALONG CONNER - GRANGEVILLE ROAD, 11.25 MILES WEST OF THE POST OFFICE
 QZ0484'AT ELK CITY, 0.65 MILE WEST OF CROSSING OF MOOSE CREEK, AT A CULVERT
 QZ0484'WHICH IS ALONG THE SIDE OF A COLORED QUARTZ OUTCROP, 8.5 FEET NORTH OF
 QZ0484'CENTERLINE OF ROAD, 1.2 FEET WEST OF THE EAST END OF THE HEAD-WALL,
 QZ0484'ABOUT THE SAME ELEVATION AS THE ROAD, SET IN TOP OF THE EAST END OF
 QZ0484'THE NORTH CONCRETE HEAD-WALL OF A 1 1/2 FOOT IRON PIPE CULVERT UNDER
 QZ0484'THE ROAD.  BUREAU OF PUBLIC ROADS BRONZE DISK.
 QZ0484
 QZ0484                          STATION RECOVERY (1956)
 QZ0484
 QZ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QZ0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0486 ***********************************************************************
 QZ0486  DESIGNATION -  3684.93
 QZ0486  PID         -  QZ0486
 QZ0486  STATE/COUNTY-  ID/IDAHO
 QZ0486  USGS QUAD   -  CENTER STAR MOUNTAIN (1995)
 QZ0486
 QZ0486                         *CURRENT SURVEY CONTROL
 QZ0486  ___________________________________________________________________
 QZ0486* NAD 83(1986)-  45 49 43.     (N)    115 36 14.     (W)     SCALED    
 QZ0486* NAVD 88     -      1128.756  (meters)    3703.26   (feet)  ADJUSTED  
 QZ0486  ___________________________________________________________________
 QZ0486  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 QZ0486  DYNAMIC HT  -        1128.451 (meters)    3702.26  (feet)  COMP
 QZ0486  MODELED GRAV-     980,307.2   (mgal)                       NAVD 88
 QZ0486
 QZ0486  VERT ORDER  -  FIRST     CLASS II
 QZ0486
 QZ0486.The horizontal coordinates were scaled from a topographic map and have
 QZ0486.an estimated accuracy of +/- 6 seconds.
 QZ0486
 QZ0486.The orthometric height was determined by differential leveling
 QZ0486.and adjusted by the National Geodetic Survey in June 1991..
 QZ0486
 QZ0486.The geoid height was determined by GEOID03.
 QZ0486
 QZ0486.The dynamic height is computed by dividing the NAVD 88
 QZ0486.geopotential number by the normal gravity value computed on the
 QZ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0486.degrees latitude (g = 980.6199 gals.).
 QZ0486
 QZ0486.The modeled gravity was interpolated from observed gravity values.
 QZ0486
 QZ0486;                    North         East    Units  Estimated Accuracy
 QZ0486;SPC ID W     -   462,400.      811,350.      MT  (+/- 180 meters Scaled)
 QZ0486
 QZ0486                          SUPERSEDED SURVEY CONTROL
 QZ0486
 QZ0486  NGVD 29 (??/??/92) 1127.671  (m)         3699.70   (f) ADJ UNCH    1 2
 QZ0486
 QZ0486.Superseded values are not recommended for survey control.
 QZ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0486.See file dsdata.txt to determine how the superseded data were derived.
 QZ0486
 QZ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL084759(NAD 83)
 QZ0486_MARKER: DD = SURVEY DISK
 QZ0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0486_SP_SET: CULVERT
 QZ0486_STAMPING: 3684.93 33
 QZ0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0486
 QZ0486  HISTORY     - Date     Condition        Report By
 QZ0486  HISTORY     - UNK      MONUMENTED       BPR
 QZ0486  HISTORY     - 1945     GOOD             NGS
 QZ0486
 QZ0486                          STATION DESCRIPTION
 QZ0486
 QZ0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0486'12.4 MI W FROM ELK CITY.
 QZ0486'12.4 MILES WEST ALONG THE CONNER-GRANGEVILLE ROAD FROM THE POST OFFICE
 QZ0486'AT ELK CITY, ABOUT 175 YARDS EAST OF A WOOD BRIDGE OVER A SMALL
 QZ0486'STREAM, AT AN 18-INCH CM PIPE CULVERT UNDER THE ROAD.  A B.P.R. BRONZE
 QZ0486'DISK, SET IN THE TOP OF THE NORTH CONCRETE HEAD WALL, AND 1.2 FEET
 QZ0486'WEST OF THE EAST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0501 ***********************************************************************
 QZ0501  DESIGNATION -  369 3
 QZ0501  PID         -  QZ0501
 QZ0501  STATE/COUNTY-  ID/IDAHO
 QZ0501  USGS QUAD   -  GOLDEN (1995)
 QZ0501
 QZ0501                         *CURRENT SURVEY CONTROL
 QZ0501  ___________________________________________________________________
 QZ0501* NAD 83(1986)-  45 48 16.     (N)    115 41 57.     (W)     SCALED    
 QZ0501* NAVD 88     -      1035.242  (meters)    3396.46   (feet)  ADJUSTED  
 QZ0501  ___________________________________________________________________
 QZ0501  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 QZ0501  DYNAMIC HT  -        1034.960 (meters)    3395.53  (feet)  COMP
 QZ0501  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 QZ0501
 QZ0501  VERT ORDER  -  FIRST     CLASS II
 QZ0501
 QZ0501.The horizontal coordinates were scaled from a topographic map and have
 QZ0501.an estimated accuracy of +/- 6 seconds.
 QZ0501
 QZ0501.The orthometric height was determined by differential leveling
 QZ0501.and adjusted by the National Geodetic Survey in June 1991..
 QZ0501
 QZ0501.The geoid height was determined by GEOID03.
 QZ0501
 QZ0501.The dynamic height is computed by dividing the NAVD 88
 QZ0501.geopotential number by the normal gravity value computed on the
 QZ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0501.degrees latitude (g = 980.6199 gals.).
 QZ0501
 QZ0501.The modeled gravity was interpolated from observed gravity values.
 QZ0501
 QZ0501;                    North         East    Units  Estimated Accuracy
 QZ0501;SPC ID W     -   459,710.      803,950.      MT  (+/- 180 meters Scaled)
 QZ0501
 QZ0501                          SUPERSEDED SURVEY CONTROL
 QZ0501
 QZ0501  NGVD 29 (??/??/92) 1034.156  (m)         3392.89   (f) ADJ UNCH    1 2
 QZ0501
 QZ0501.Superseded values are not recommended for survey control.
 QZ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0501.See file dsdata.txt to determine how the superseded data were derived.
 QZ0501
 QZ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL010731(NAD 83)
 QZ0501_MARKER: DD = SURVEY DISK
 QZ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0501_STAMPING: 369-3 3378 29
 QZ0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0501+STABILITY: SURFACE MOTION
 QZ0501
 QZ0501  HISTORY     - Date     Condition        Report By
 QZ0501  HISTORY     - UNK      MONUMENTED       BPR
 QZ0501  HISTORY     - 1945     GOOD             NGS
 QZ0501  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0501
 QZ0501                          STATION DESCRIPTION
 QZ0501
 QZ0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0501'1.2 MI W FROM GOLDEN.
 QZ0501'ALONG CONNER - GRANGEVILLE ROAD, 1.2 MILE WEST OF THE POST OFFICE AT
 QZ0501'GOLDEN, 0.05 MILE WEST OF CROSSING OF REED CREEK, DIRECTLY ACROSS ROAD
 QZ0501'FROM LEADING WEST TO STATE HIGHWAY GARAGE AND LEADING EAST TO LOG
 QZ0501'HOUSE, 67.0 FEET SOUTHEAST OF AND ACROSS ROAD FROM TELEPHONE POLE NO.
 QZ0501'E/60 T/3, 65.0 FEET SOUTHWEST OF AND ACROSS ROAD FROM A 2 1/2 FOOT FIR
 QZ0501'TREE, 26.0 FEET SOUTH OF CENTERLINE OF ROAD, SET IN CONCRETE POST
 QZ0501'PROJECTING 0.5 FOOT ABOVE GROUND AND ABOUT 2 FEET BELOW ROAD. BUREAU
 QZ0501'OF PUBLIC ROADS BRONZE DISK.  NOTE-- CONSTRUCTION IN AREA.
 QZ0501
 QZ0501                          STATION RECOVERY (1962)
 QZ0501
 QZ0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0492 ***********************************************************************
 QZ0492  DESIGNATION -  369 5
 QZ0492  PID         -  QZ0492
 QZ0492  STATE/COUNTY-  ID/IDAHO
 QZ0492  USGS QUAD   -  GOLDEN (1995)
 QZ0492
 QZ0492                         *CURRENT SURVEY CONTROL
 QZ0492  ___________________________________________________________________
 QZ0492* NAD 83(1986)-  45 48 43.     (N)    115 39 12.     (W)     SCALED    
 QZ0492* NAVD 88     -      1068.549  (meters)    3505.73   (feet)  ADJUSTED  
 QZ0492  ___________________________________________________________________
 QZ0492  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 QZ0492  DYNAMIC HT  -        1068.259 (meters)    3504.78  (feet)  COMP
 QZ0492  MODELED GRAV-     980,308.0   (mgal)                       NAVD 88
 QZ0492
 QZ0492  VERT ORDER  -  FIRST     CLASS II
 QZ0492
 QZ0492.The horizontal coordinates were scaled from a topographic map and have
 QZ0492.an estimated accuracy of +/- 6 seconds.
 QZ0492
 QZ0492.The orthometric height was determined by differential leveling
 QZ0492.and adjusted by the National Geodetic Survey in June 1991..
 QZ0492
 QZ0492.The geoid height was determined by GEOID03.
 QZ0492
 QZ0492.The dynamic height is computed by dividing the NAVD 88
 QZ0492.geopotential number by the normal gravity value computed on the
 QZ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0492.degrees latitude (g = 980.6199 gals.).
 QZ0492
 QZ0492.The modeled gravity was interpolated from observed gravity values.
 QZ0492
 QZ0492;                    North         East    Units  Estimated Accuracy
 QZ0492;SPC ID W     -   460,540.      807,510.      MT  (+/- 180 meters Scaled)
 QZ0492
 QZ0492                          SUPERSEDED SURVEY CONTROL
 QZ0492
 QZ0492  NGVD 29 (??/??/92) 1067.463  (m)         3502.17   (f) ADJ UNCH    1 2
 QZ0492
 QZ0492.Superseded values are not recommended for survey control.
 QZ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0492.See file dsdata.txt to determine how the superseded data were derived.
 QZ0492
 QZ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL046740(NAD 83)
 QZ0492_MARKER: DD = SURVEY DISK
 QZ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0492_STAMPING: 369-5 3487 29
 QZ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0492+STABILITY: SURFACE MOTION
 QZ0492
 QZ0492  HISTORY     - Date     Condition        Report By
 QZ0492  HISTORY     - UNK      MONUMENTED       BPR
 QZ0492  HISTORY     - 1945     GOOD             NGS
 QZ0492  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0492
 QZ0492                          STATION DESCRIPTION
 QZ0492
 QZ0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0492'1.45 MI E FROM GOLDEN.
 QZ0492'ALONG CONNER - GRANGEVILLE ROAD, 0.1 MILE SOUTHWEST OF SERVICE STATION
 QZ0492'AT FALL CREEK, 28.0 FEET SOUTHEAST OF CENTERLINE OF ROAD, 29.0 FEET
 QZ0492'EAST OF SOUTHEAST END OF IRON PIPE CULVERT UNDER ROAD, DIRECTLY ACROSS
 QZ0492'ROAD FROM BENCH MARK NO. 369.6, SET IN TOP OF CONCRETE POST PROJECTING
 QZ0492'1.0 FOOT ABOVE GROUND AND ABOUT 3 FEET BELOW ROAD, ALSO 1.45 MILE EAST
 QZ0492'OF THE POST OFFICE AT GOLDEN.  BUREAU OF PUBLIC ROADS BRONZE DISK.
 QZ0492
 QZ0492                          STATION RECOVERY (1962)
 QZ0492
 QZ0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0493 ***********************************************************************
 QZ0493  DESIGNATION -  369 6
 QZ0493  PID         -  QZ0493
 QZ0493  STATE/COUNTY-  ID/IDAHO
 QZ0493  USGS QUAD   -  GOLDEN (1995)
 QZ0493
 QZ0493                         *CURRENT SURVEY CONTROL
 QZ0493  ___________________________________________________________________
 QZ0493* NAD 83(1986)-  45 48 43.     (N)    115 39 14.     (W)     SCALED    
 QZ0493* NAVD 88     -      1071.084  (meters)    3514.05   (feet)  ADJUSTED  
 QZ0493  ___________________________________________________________________
 QZ0493  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 QZ0493  DYNAMIC HT  -        1070.793 (meters)    3513.09  (feet)  COMP
 QZ0493  MODELED GRAV-     980,308.1   (mgal)                       NAVD 88
 QZ0493
 QZ0493  VERT ORDER  -  FIRST     CLASS II
 QZ0493
 QZ0493.The horizontal coordinates were scaled from a topographic map and have
 QZ0493.an estimated accuracy of +/- 6 seconds.
 QZ0493
 QZ0493.The orthometric height was determined by differential leveling
 QZ0493.and adjusted by the National Geodetic Survey in June 1991..
 QZ0493
 QZ0493.The geoid height was determined by GEOID03.
 QZ0493
 QZ0493.The dynamic height is computed by dividing the NAVD 88
 QZ0493.geopotential number by the normal gravity value computed on the
 QZ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0493.degrees latitude (g = 980.6199 gals.).
 QZ0493
 QZ0493.The modeled gravity was interpolated from observed gravity values.
 QZ0493
 QZ0493;                    North         East    Units  Estimated Accuracy
 QZ0493;SPC ID W     -   460,540.      807,470.      MT  (+/- 180 meters Scaled)
 QZ0493
 QZ0493                          SUPERSEDED SURVEY CONTROL
 QZ0493
 QZ0493  NGVD 29 (??/??/92) 1069.998  (m)         3510.49   (f) ADJ UNCH    1 2
 QZ0493
 QZ0493.Superseded values are not recommended for survey control.
 QZ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0493.See file dsdata.txt to determine how the superseded data were derived.
 QZ0493
 QZ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL045740(NAD 83)
 QZ0493_MARKER: DD = SURVEY DISK
 QZ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0493_STAMPING: 369-6 3495 29
 QZ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0493+STABILITY: SURFACE MOTION
 QZ0493
 QZ0493  HISTORY     - Date     Condition        Report By
 QZ0493  HISTORY     - UNK      MONUMENTED       BPR
 QZ0493  HISTORY     - 1945     GOOD             NGS
 QZ0493
 QZ0493                          STATION DESCRIPTION
 QZ0493
 QZ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0493'1.45 MI E FROM GOLDEN.
 QZ0493'ALONG CONNER - GRANGEVILLE ROAD, 1.45 MILE EAST OF THE POST OFFICE AT
 QZ0493'GOLDEN, 0.1 MILE SOUTHWEST OF THE SERVICE STATION AT FALL CREEK, 34.5
 QZ0493'FEET NORTH OF CENTER OF NORTHWEST END OF IRON PIPE CULVERT UNDER ROAD,
 QZ0493'32.0 FEET NORTHWEST OF CENTERLINE OF ROAD, 1.3 FOOT WEST OF A 15-INCH
 QZ0493'FIR TREE, DIRECTLY ACROSS ROAD FROM BENCH MARK NO. 369-5, SET IN TOP
 QZ0493'OF CONCRETE POST PROJECTING 1.0 FOOT ABOVE GROUND AND ABOUT 1 FOOT
 QZ0493'ABOVE ROAD.  BUREAU OF PUBLIC ROADS BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0353 ***********************************************************************
 QY0353  DESIGNATION -  3690.76
 QY0353  PID         -  QY0353
 QY0353  STATE/COUNTY-  ID/LEMHI
 QY0353  USGS QUAD   -  BIRD CREEK (1966)
 QY0353
 QY0353                         *CURRENT SURVEY CONTROL
 QY0353  ___________________________________________________________________
 QY0353* NAD 83(1986)-  45 21 06.     (N)    113 56 30.     (W)     SCALED    
 QY0353* NAVD 88     -      1126.462  (meters)    3695.73   (feet)  ADJUSTED  
 QY0353  ___________________________________________________________________
 QY0353  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 QY0353  DYNAMIC HT  -        1126.058 (meters)    3694.41  (feet)  COMP
 QY0353  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 QY0353
 QY0353  VERT ORDER  -  FIRST     CLASS II
 QY0353
 QY0353.The horizontal coordinates were scaled from a topographic map and have
 QY0353.an estimated accuracy of +/- 6 seconds.
 QY0353
 QY0353.The orthometric height was determined by differential leveling
 QY0353.and adjusted by the National Geodetic Survey in June 1991..
 QY0353.WARNING-Repeat measurements at this control monument indicate possible
 QY0353.vertical movement.
 QY0353
 QY0353.The geoid height was determined by GEOID03.
 QY0353
 QY0353.The dynamic height is computed by dividing the NAVD 88
 QY0353.geopotential number by the normal gravity value computed on the
 QY0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0353.degrees latitude (g = 980.6199 gals.).
 QY0353
 QY0353.The modeled gravity was interpolated from observed gravity values.
 QY0353
 QY0353;                    North         East    Units  Estimated Accuracy
 QY0353;SPC ID C     -   409,390.      504,570.      MT  (+/- 180 meters Scaled)
 QY0353
 QY0353                          SUPERSEDED SURVEY CONTROL
 QY0353
 QY0353  NGVD 29 (??/??/92) 1125.323  (m)         3692.00   (f) ADJ UNCH    1 2
 QY0353
 QY0353.Superseded values are not recommended for survey control.
 QY0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0353.See file dsdata.txt to determine how the superseded data were derived.
 QY0353
 QY0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR695262(NAD 83)
 QY0353_MARKER: DD = SURVEY DISK
 QY0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0353_SP_SET: CULVERT
 QY0353_STAMPING: 13 3690.76 30
 QY0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0353
 QY0353  HISTORY     - Date     Condition        Report By
 QY0353  HISTORY     - UNK      MONUMENTED       BOR
 QY0353  HISTORY     - 1934     GOOD             NGS
 QY0353  HISTORY     - 1966     MARK NOT FOUND   USGS
 QY0353  HISTORY     - 20010611 MARK NOT FOUND   IDTD
 QY0353
 QY0353                          STATION DESCRIPTION
 QY0353
 QY0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0353'6.3 MI S FROM NORTH FORK.
 QY0353'6.3 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT NORTH
 QY0353'FORK, LEMHI COUNTY, 0.2 MILE WEST OF THE HUGH DUNKIN HOUSE IN 1945, 60
 QY0353'FEET NORTHEAST OF THE NORTHEAST EDGE OF SALMON RIVER, AT A CONCRETE
 QY0353'CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE NORTHEAST
 QY0353'HEADWALL, AND 15 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY. A
 QY0353'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 13 3690.76
 QY0353'30.
 QY0353
 QY0353                          STATION RECOVERY (1966)
 QY0353
 QY0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QY0353'MARK NOT FOUND.
 QY0353
 QY0353                          STATION RECOVERY (2001)
 QY0353
 QY0353'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 QY0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0049 ***********************************************************************
 NV0049  DESIGNATION -  3692.11
 NV0049  PID         -  NV0049
 NV0049  STATE/COUNTY-  ID/TWIN FALLS
 NV0049  USGS QUAD   -  TWIN FALLS (1992)
 NV0049
 NV0049                         *CURRENT SURVEY CONTROL
 NV0049  ___________________________________________________________________
 NV0049* NAD 83(1986)-  42 34 40.     (N)    114 27 38.     (W)     SCALED    
 NV0049* NAVD 88     -      1125.982  (meters)    3694.16   (feet)  ADJUSTED  
 NV0049  ___________________________________________________________________
 NV0049  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 NV0049  DYNAMIC HT  -        1125.387 (meters)    3692.21  (feet)  COMP
 NV0049  MODELED GRAV-     980,054.5   (mgal)                       NAVD 88
 NV0049
 NV0049  VERT ORDER  -  SECOND    CLASS 0
 NV0049
 NV0049.The horizontal coordinates were scaled from a topographic map and have
 NV0049.an estimated accuracy of +/- 6 seconds.
 NV0049
 NV0049.The orthometric height was determined by differential leveling
 NV0049.and adjusted by the National Geodetic Survey in June 1991..
 NV0049
 NV0049.The geoid height was determined by GEOID03.
 NV0049
 NV0049.The dynamic height is computed by dividing the NAVD 88
 NV0049.geopotential number by the normal gravity value computed on the
 NV0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0049.degrees latitude (g = 980.6199 gals.).
 NV0049
 NV0049.The modeled gravity was interpolated from observed gravity values.
 NV0049
 NV0049;                    North         East    Units  Estimated Accuracy
 NV0049;SPC ID C     -   101,300.      462,190.      MT  (+/- 180 meters Scaled)
 NV0049
 NV0049                          SUPERSEDED SURVEY CONTROL
 NV0049
 NV0049  NGVD 29 (??/??/92) 1125.099  (m)         3691.26   (f) ADJ UNCH    2 0
 NV0049
 NV0049.Superseded values are not recommended for survey control.
 NV0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0049.See file dsdata.txt to determine how the superseded data were derived.
 NV0049
 NV0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH084170(NAD 83)
 NV0049_MARKER: DD = SURVEY DISK
 NV0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0049_SP_SET: SIPHON
 NV0049_STAMPING: 3692-11
 NV0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0049
 NV0049  HISTORY     - Date     Condition        Report By
 NV0049  HISTORY     - UNK      MONUMENTED       IDDT
 NV0049  HISTORY     - 1934     GOOD             NGS
 NV0049  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0049  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0049
 NV0049                          STATION DESCRIPTION
 NV0049
 NV0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0049'2.2 MI NW FROM TWIN FALLS.
 NV0049'2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE OREGON SHORT LINE
 NV0049'RAILROAD STATION AT TWIN FALLS, TWIN FALLS COUNTY, AT WATERS CORNER,
 NV0049'27 FEET NORTH OF THE EAST-AND-WEST ROAD LEADING TO SHOSHONE FALLS, IN
 NV0049'THE TOP OF THE EAST CONCRETE HEADWALL OF AN IRRIGATION-DITCH SIPHON,
 NV0049'AND 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  AN IDAHO STATE
 NV0049'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED 3692-11.
 NV0049
 NV0049                          STATION RECOVERY (1978)
 NV0049
 NV0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0049'MARK NOT FOUND.
 NV0049
 NV0049                          STATION RECOVERY (1983)
 NV0049
 NV0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0049'AFTER PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NV0049'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0051 ***********************************************************************
 NV0051  DESIGNATION -  3692.67 SE
 NV0051  PID         -  NV0051
 NV0051  STATE/COUNTY-  ID/TWIN FALLS
 NV0051  USGS QUAD   -  TWIN FALLS (1992)
 NV0051
 NV0051                         *CURRENT SURVEY CONTROL
 NV0051  ___________________________________________________________________
 NV0051* NAD 83(1986)-  42 35 30.     (N)    114 27 36.     (W)     SCALED    
 NV0051* NAVD 88     -      1111.303  (meters)    3646.00   (feet)  ADJUSTED  
 NV0051  ___________________________________________________________________
 NV0051  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 NV0051  DYNAMIC HT  -        1110.719 (meters)    3644.08  (feet)  COMP
 NV0051  MODELED GRAV-     980,057.5   (mgal)                       NAVD 88
 NV0051
 NV0051  VERT ORDER  -  SECOND    CLASS 0
 NV0051
 NV0051.The horizontal coordinates were scaled from a topographic map and have
 NV0051.an estimated accuracy of +/- 6 seconds.
 NV0051
 NV0051.The orthometric height was determined by differential leveling
 NV0051.and adjusted by the National Geodetic Survey in June 1991..
 NV0051
 NV0051.The geoid height was determined by GEOID03.
 NV0051
 NV0051.The dynamic height is computed by dividing the NAVD 88
 NV0051.geopotential number by the normal gravity value computed on the
 NV0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0051.degrees latitude (g = 980.6199 gals.).
 NV0051
 NV0051.The modeled gravity was interpolated from observed gravity values.
 NV0051
 NV0051;                    North         East    Units  Estimated Accuracy
 NV0051;SPC ID C     -   102,840.      462,250.      MT  (+/- 180 meters Scaled)
 NV0051
 NV0051                          SUPERSEDED SURVEY CONTROL
 NV0051
 NV0051  NGVD 29 (??/??/92) 1110.429  (m)         3643.13   (f) ADJ UNCH    2 0
 NV0051
 NV0051.Superseded values are not recommended for survey control.
 NV0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0051.See file dsdata.txt to determine how the superseded data were derived.
 NV0051
 NV0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH084185(NAD 83)
 NV0051_MARKER: DD = SURVEY DISK
 NV0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0051_STAMPING: 3692.67
 NV0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0051+STABILITY: SURFACE MOTION
 NV0051
 NV0051  HISTORY     - Date     Condition        Report By
 NV0051  HISTORY     - UNK      MONUMENTED       IDPWD
 NV0051  HISTORY     - 1946     GOOD             NGS
 NV0051  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0051
 NV0051                          STATION DESCRIPTION
 NV0051
 NV0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NV0051'2.9 MI N FROM TWIN FALLS.
 NV0051'ALONG U.S. HIGHWAY 93, 2.9 MILES NORTH OF RAILROAD STATION AT TWIN
 NV0051'FALLS, SET IN CONCRETE POST 42.1 FEET SOUTHEAST OF INTERSECTION OF
 NV0051'CENTER LINES OF HIGHWAY AND EAST-WEST ROAD, 0.5 FOOT WEST OF FENCE
 NV0051'CORNER.
 NV0051
 NV0051                          STATION RECOVERY (1983)
 NV0051
 NV0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0051'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0483 ***********************************************************************
 QZ0483  DESIGNATION -  3699.78
 QZ0483  PID         -  QZ0483
 QZ0483  STATE/COUNTY-  ID/IDAHO
 QZ0483  USGS QUAD   -  CENTER STAR MOUNTAIN (1995)
 QZ0483
 QZ0483                         *CURRENT SURVEY CONTROL
 QZ0483  ___________________________________________________________________
 QZ0483* NAD 83(1986)-  45 49 47.     (N)    115 34 46.     (W)     SCALED    
 QZ0483* NAVD 88     -      1133.384  (meters)    3718.44   (feet)  ADJUSTED  
 QZ0483  ___________________________________________________________________
 QZ0483  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 QZ0483  DYNAMIC HT  -        1133.071 (meters)    3717.42  (feet)  COMP
 QZ0483  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 QZ0483
 QZ0483  VERT ORDER  -  FIRST     CLASS II
 QZ0483
 QZ0483.The horizontal coordinates were scaled from a topographic map and have
 QZ0483.an estimated accuracy of +/- 6 seconds.
 QZ0483
 QZ0483.The orthometric height was determined by differential leveling
 QZ0483.and adjusted by the National Geodetic Survey in June 1991..
 QZ0483
 QZ0483.The geoid height was determined by GEOID03.
 QZ0483
 QZ0483.The dynamic height is computed by dividing the NAVD 88
 QZ0483.geopotential number by the normal gravity value computed on the
 QZ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0483.degrees latitude (g = 980.6199 gals.).
 QZ0483
 QZ0483.The modeled gravity was interpolated from observed gravity values.
 QZ0483
 QZ0483;                    North         East    Units  Estimated Accuracy
 QZ0483;SPC ID W     -   462,530.      813,250.      MT  (+/- 180 meters Scaled)
 QZ0483
 QZ0483                          SUPERSEDED SURVEY CONTROL
 QZ0483
 QZ0483  NGVD 29 (??/??/92) 1132.293  (m)         3714.86   (f) ADJ UNCH    1 2
 QZ0483
 QZ0483.Superseded values are not recommended for survey control.
 QZ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0483.See file dsdata.txt to determine how the superseded data were derived.
 QZ0483
 QZ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL103761(NAD 83)
 QZ0483_MARKER: DD = SURVEY DISK
 QZ0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0483_SP_SET: CULVERT
 QZ0483_STAMPING: 3699.78 33
 QZ0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0483
 QZ0483  HISTORY     - Date     Condition        Report By
 QZ0483  HISTORY     - UNK      MONUMENTED       BPR
 QZ0483  HISTORY     - 1945     GOOD             NGS
 QZ0483
 QZ0483                          STATION DESCRIPTION
 QZ0483
 QZ0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0483'10.6 MI W FROM ELK CITY.
 QZ0483'ALONG CONNER - GRANGEVILLE ROAD, 10.6 MILES WEST OF THE POST OFFICE AT
 QZ0483'ELK CITY, AT CROSSING OF MOOSE CREEK, 10.0 FEET NORTH OF CENTERLINE OF
 QZ0483'ROAD, 1.8 FOOT WEST OF EAST END OF HEAD-WALL, ABOUT 0.5 FOOT ABOVE THE
 QZ0483'ROAD, SET IN TOP OF THE EAST END OF THE NORTH CONCRETE HEAD-WALL OF A
 QZ0483'DOUBLE 3-FOOT IRON PIPE CULVERT UNDER THE ROAD. BUREAU OF PUBLIC ROADS
 QZ0483'BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0553 ***********************************************************************
 PZ0553  DESIGNATION -  37
 PZ0553  PID         -  PZ0553
 PZ0553  STATE/COUNTY-  ID/LEMHI
 PZ0553  USGS QUAD   -  MAY (1989)
 PZ0553
 PZ0553                         *CURRENT SURVEY CONTROL
 PZ0553  ___________________________________________________________________
 PZ0553* NAD 83(1986)-  44 35 12.     (N)    113 53 40.     (W)     SCALED    
 PZ0553* NAVD 88     -      1563.586  (meters)    5129.87   (feet)  ADJUSTED  
 PZ0553  ___________________________________________________________________
 PZ0553  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 PZ0553  DYNAMIC HT  -        1562.773 (meters)    5127.20  (feet)  COMP
 PZ0553  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 PZ0553
 PZ0553  VERT ORDER  -  SECOND    CLASS 0
 PZ0553
 PZ0553.The horizontal coordinates were scaled from a topographic map and have
 PZ0553.an estimated accuracy of +/- 6 seconds.
 PZ0553
 PZ0553.The orthometric height was determined by differential leveling
 PZ0553.and adjusted by the National Geodetic Survey in June 1991..
 PZ0553
 PZ0553.The geoid height was determined by GEOID03.
 PZ0553
 PZ0553.The dynamic height is computed by dividing the NAVD 88
 PZ0553.geopotential number by the normal gravity value computed on the
 PZ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0553.degrees latitude (g = 980.6199 gals.).
 PZ0553
 PZ0553.The modeled gravity was interpolated from observed gravity values.
 PZ0553
 PZ0553;                    North         East    Units  Estimated Accuracy
 PZ0553;SPC ID C     -   324,390.      508,380.      MT  (+/- 180 meters Scaled)
 PZ0553
 PZ0553                          SUPERSEDED SURVEY CONTROL
 PZ0553
 PZ0553  NGVD 29 (??/??/92) 1562.337  (m)         5125.77   (f) ADJ UNCH    2 0
 PZ0553
 PZ0553.Superseded values are not recommended for survey control.
 PZ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0553.See file dsdata.txt to determine how the superseded data were derived.
 PZ0553
 PZ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ702411(NAD 83)
 PZ0553_MARKER: DD = SURVEY DISK
 PZ0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0553_STAMPING: 37 1932
 PZ0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0553+STABILITY: SURFACE MOTION
 PZ0553
 PZ0553  HISTORY     - Date     Condition        Report By
 PZ0553  HISTORY     - 1932     MONUMENTED       USGS
 PZ0553  HISTORY     - 1948     GOOD             NGS
 PZ0553
 PZ0553                          STATION DESCRIPTION
 PZ0553
 PZ0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0553'1.9 MI SE FROM MAY.
 PZ0553'1.9 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE RANGER STATION
 PZ0553'AT MAY, AT THE Y INTERSECTION OF PAHSIMEROI ROAD AND PATTERSON ROAD,
 PZ0553'37.0 FEET NORTHEAST OF THE CENTER LINE OF THE PAHSIMEROI ROAD, 33.0
 PZ0553'FEET SOUTH OF THE CENTER LINE OF THE PATTERSON ROAD, 2.5 FEET WEST OF
 PZ0553'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 PZ0553'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0335 ***********************************************************************
 QZ0335  DESIGNATION -  37 A
 QZ0335  PID         -  QZ0335
 QZ0335  STATE/COUNTY-  ID/IDAHO
 QZ0335  USGS QUAD   -  CHICKEN PEAK (1978)
 QZ0335
 QZ0335                         *CURRENT SURVEY CONTROL
 QZ0335  ___________________________________________________________________
 QZ0335* NAD 83(1986)-  45 18 12.     (N)    115 29 02.     (W)     SCALED    
 QZ0335* NAVD 88     -       755.176  (meters)    2477.61   (feet)  ADJUSTED  
 QZ0335  ___________________________________________________________________
 QZ0335  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 QZ0335  DYNAMIC HT  -         754.700 (meters)    2476.04  (feet)  COMP
 QZ0335  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 QZ0335
 QZ0335  VERT ORDER  -  SECOND    CLASS 0
 QZ0335
 QZ0335.The horizontal coordinates were scaled from a topographic map and have
 QZ0335.an estimated accuracy of +/- 6 seconds.
 QZ0335
 QZ0335.The orthometric height was determined by differential leveling
 QZ0335.and adjusted by the National Geodetic Survey in June 1991..
 QZ0335
 QZ0335.The geoid height was determined by GEOID03.
 QZ0335
 QZ0335.The dynamic height is computed by dividing the NAVD 88
 QZ0335.geopotential number by the normal gravity value computed on the
 QZ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0335.degrees latitude (g = 980.6199 gals.).
 QZ0335
 QZ0335.The modeled gravity was interpolated from observed gravity values.
 QZ0335
 QZ0335;                    North         East    Units  Estimated Accuracy
 QZ0335;SPC ID W     -   404,050.      820,870.      MT  (+/- 180 meters Scaled)
 QZ0335
 QZ0335                          SUPERSEDED SURVEY CONTROL
 QZ0335
 QZ0335  NGVD 29 (??/??/92)  753.804  (m)         2473.11   (f) ADJ UNCH    2 0
 QZ0335
 QZ0335.Superseded values are not recommended for survey control.
 QZ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0335.See file dsdata.txt to determine how the superseded data were derived.
 QZ0335
 QZ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL188177(NAD 83)
 QZ0335_MARKER: DD = SURVEY DISK
 QZ0335_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0335_SP_SET: GRANITE OUTCROP
 QZ0335_STAMPING: 37 A 1939
 QZ0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0335+STABILITY: POSITION/ELEVATION WELL
 QZ0335
 QZ0335  HISTORY     - Date     Condition        Report By
 QZ0335  HISTORY     - 1939     MONUMENTED       USGS
 QZ0335  HISTORY     - 1948     GOOD             NGS
 QZ0335  HISTORY     - 1974     GOOD             USGS
 QZ0335
 QZ0335                          STATION DESCRIPTION
 QZ0335
 QZ0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QZ0335'7.1 MI S FROM MACKAY BAR.
 QZ0335'ABOUT 7.1 MILES SOUTH ALONG THE SOUTH FORK TRAIL FROM THE COMMISSARY
 QZ0335'AT MACKAY BAR, ABOUT 125 FEET NORTH OF A POINT WHERE A SMALL STREAM
 QZ0335'CROSSES THE TRAIL, 16.5 FEET WEST OF THE CENTER LINE OF THE TRAIL, SET
 QZ0335'IN THE TOP OF A GRANITE ROCK OUTCROP PROJECTING 9.0 FEET ABOVE THE
 QZ0335'GROUND AND ABOUT 3 1/2 FEET BELOW THE GROUND.
 QZ0335
 QZ0335                          STATION RECOVERY (1974)
 QZ0335
 QZ0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0335'CHANGE THE C AND GS TO REACH DESCRIPTION AS FOLLOWS-- ECT. 16.5 FT.
 QZ0335'SOUTH OF TRAIL ECT.--TO READ--ECT. 12.0 FT. W. OF TRAIL ECT. ECT. 3.5
 QZ0335'FT. BELOW GROUND ECT.--TO READ--ECT. 6.0 FT. BELOW TRAIL ECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0506 ***********************************************************************
 NW0506  DESIGNATION -  37 EMH
 NW0506  PID         -  NW0506
 NW0506  STATE/COUNTY-  ID/OWYHEE
 NW0506  USGS QUAD   -  LOST VALLEY (1972)
 NW0506
 NW0506                         *CURRENT SURVEY CONTROL
 NW0506  ___________________________________________________________________
 NW0506* NAD 83(1986)-  42 28 29.     (N)    116 18 53.     (W)     SCALED    
 NW0506* NAVD 88     -      1757.838  (meters)    5767.17   (feet)  POSTED    
 NW0506  ___________________________________________________________________
 NW0506  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0506  DYNAMIC HT  -        1756.640 (meters)    5763.24  (feet)  COMP
 NW0506  MODELED GRAV-     979,874.6   (mgal)                       NAVD 88
 NW0506
 NW0506  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0506
 NW0506.The horizontal coordinates were scaled from a topographic map and have
 NW0506.an estimated accuracy of +/- 6 seconds.
 NW0506
 NW0506.The orthometric height was determined by differential leveling
 NW0506.and adjusted by the National Geodetic Survey in 1992..
 NW0506.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0506.rate of 0.0 thru 1.0 mm/km.
 NW0506
 NW0506.The geoid height was determined by GEOID03.
 NW0506
 NW0506.The dynamic height is computed by dividing the NAVD 88
 NW0506.geopotential number by the normal gravity value computed on the
 NW0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0506.degrees latitude (g = 980.6199 gals.).
 NW0506
 NW0506.The modeled gravity was interpolated from observed gravity values.
 NW0506
 NW0506;                    North         East    Units  Estimated Accuracy
 NW0506;SPC ID W     -    89,900.      753,570.      MT  (+/- 180 meters Scaled)
 NW0506
 NW0506                          SUPERSEDED SURVEY CONTROL
 NW0506
 NW0506.No superseded survey control is available for this station.
 NW0506
 NW0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH563027(NAD 83)
 NW0506_MARKER: DD = SURVEY DISK
 NW0506_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0506_SP_SET: COPPER-CLAD STEEL ROD
 NW0506_STAMPING: 37 EMH 1972 5763
 NW0506_MARK LOGO: USGS  
 NW0506_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0506+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0506
 NW0506  HISTORY     - Date     Condition        Report By
 NW0506  HISTORY     - 1972     MONUMENTED       USGS
 NW0506
 NW0506                          STATION DESCRIPTION
 NW0506
 NW0506'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0506'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0506'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0506'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0506'TRACK ROAD, THENCE 13.8 MILES SOUTHEAST ALONG TRACK ROAD, 0.7 MILES
 NW0506'EAST OF UPPER BATTLE CREEK CROSSING, AT THE BEGINNING OF A CURVE LEFT,
 NW0506'AT THE JUNCTION OF A TRACK ROAD WEST, 24 FEET NORTHEAST AND ABOUT
 NW0506'LEVEL WITH THE JUNCTION, A 5/8-NCH COPPER-COATED ROD ENCASED IN A
 NW0506'6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0463 ***********************************************************************
 NW0463  DESIGNATION -  37 FMK
 NW0463  PID         -  NW0463
 NW0463  STATE/COUNTY-  ID/OWYHEE
 NW0463  USGS QUAD   -  TOY PASS (1990)
 NW0463
 NW0463                         *CURRENT SURVEY CONTROL
 NW0463  ___________________________________________________________________
 NW0463* NAD 83(1986)-  42 55 51.     (N)    116 31 15.     (W)     SCALED    
 NW0463* NAVD 88     -      1403.759  (meters)    4605.50   (feet)  POSTED    
 NW0463  ___________________________________________________________________
 NW0463  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 NW0463  DYNAMIC HT  -        1402.940 (meters)    4602.81  (feet)  COMP
 NW0463  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 NW0463
 NW0463  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0463
 NW0463.The horizontal coordinates were scaled from a topographic map and have
 NW0463.an estimated accuracy of +/- 6 seconds.
 NW0463
 NW0463.The orthometric height was determined by differential leveling
 NW0463.and adjusted by the National Geodetic Survey in 1992..
 NW0463.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0463.rate of 1.1 thru 2.0 mm/km.
 NW0463
 NW0463.The geoid height was determined by GEOID03.
 NW0463
 NW0463.The dynamic height is computed by dividing the NAVD 88
 NW0463.geopotential number by the normal gravity value computed on the
 NW0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0463.degrees latitude (g = 980.6199 gals.).
 NW0463
 NW0463.The modeled gravity was interpolated from observed gravity values.
 NW0463
 NW0463;                    North         East    Units  Estimated Accuracy
 NW0463;SPC ID W     -   140,700.      737,080.      MT  (+/- 180 meters Scaled)
 NW0463
 NW0463                          SUPERSEDED SURVEY CONTROL
 NW0463
 NW0463.No superseded survey control is available for this station.
 NW0463
 NW0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH391532(NAD 83)
 NW0463_MARKER: DD = SURVEY DISK
 NW0463_SETTING: 66 = SET IN ROCK OUTCROP
 NW0463_SP_SET: ROCK OUTCROP
 NW0463_STAMPING: 37 FMK 1964
 NW0463_MARK LOGO: USGS  
 NW0463_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0463+STABILITY: POSITION/ELEVATION WELL
 NW0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0463+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0463
 NW0463  HISTORY     - Date     Condition        Report By
 NW0463  HISTORY     - 1964     MONUMENTED       USGS
 NW0463
 NW0463                          STATION DESCRIPTION
 NW0463
 NW0463'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0463'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0463'COUNTY ROAD, THENCE 10.8 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0463'ROAD, 70 FEET NORTHWEST OF A LONE JUNIPER TREE, 46 FEET WEST AND 3
 NW0463'FEET BELOW THE ROAD, 6.5 FEET NORTH OF A WITNESS POST, IN A ROCK
 NW0463'OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1223 ***********************************************************************
 OY1223  DESIGNATION -  37 FMK
 OY1223  PID         -  OY1223
 OY1223  STATE/COUNTY-  ID/BINGHAM
 OY1223  USGS QUAD   -  LITTLE BUTTE (1973)
 OY1223
 OY1223                         *CURRENT SURVEY CONTROL
 OY1223  ___________________________________________________________________
 OY1223* NAD 83(1986)-  43 33 12.     (N)    112 34 13.     (W)     SCALED    
 OY1223* NAVD 88     -      1632.935  (meters)    5357.39   (feet)  ADJUSTED  
 OY1223  ___________________________________________________________________
 OY1223  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 OY1223  DYNAMIC HT  -        1632.030 (meters)    5354.42  (feet)  COMP
 OY1223  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 OY1223
 OY1223  VERT ORDER  -  FIRST     CLASS II
 OY1223
 OY1223.The horizontal coordinates were scaled from a topographic map and have
 OY1223.an estimated accuracy of +/- 6 seconds.
 OY1223
 OY1223.The orthometric height was determined by differential leveling
 OY1223.and adjusted by the National Geodetic Survey in December 1992..
 OY1223
 OY1223.The geoid height was determined by GEOID03.
 OY1223
 OY1223.The dynamic height is computed by dividing the NAVD 88
 OY1223.geopotential number by the normal gravity value computed on the
 OY1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1223.degrees latitude (g = 980.6199 gals.).
 OY1223
 OY1223.The modeled gravity was interpolated from observed gravity values.
 OY1223
 OY1223;                    North         East    Units  Estimated Accuracy
 OY1223;SPC ID E     -   209,650.      167,390.      MT  (+/- 180 meters Scaled)
 OY1223
 OY1223                          SUPERSEDED SURVEY CONTROL
 OY1223
 OY1223  NGVD 29 (08/20/92) 1631.834  (m)         5353.78   (f) ADJUSTED    1 2
 OY1223
 OY1223.Superseded values are not recommended for survey control.
 OY1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1223.See file dsdata.txt to determine how the superseded data were derived.
 OY1223
 OY1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP731234(NAD 83)
 OY1223_MARKER: DE = TRAVERSE STATION DISK
 OY1223_SETTING: 66 = SET IN ROCK OUTCROP
 OY1223_SP_SET: BEDROCK
 OY1223_STAMPING: 37 FMK 1973 5354
 OY1223_MARK LOGO: USGS  
 OY1223_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1223+STABILITY: POSITION/ELEVATION WELL
 OY1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1223+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1223
 OY1223  HISTORY     - Date     Condition        Report By
 OY1223  HISTORY     - 1973     MONUMENTED       USGS
 OY1223  HISTORY     - 19920531 GOOD             NGS
 OY1223
 OY1223                          STATION DESCRIPTION
 OY1223
 OY1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1223'43.0 KM (26.70 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1223'OF INTERSTATE HIGHWAY 15 IN IDAHO FALLS, NEAR THE CENTER OF A 1 BY
 OY1223'1-FOOT EXPOSED AREA OF BEDROCK NEAR THE EAST END OF A HIGHWAY CUT,
 OY1223'10.3 M (33.8 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND
 OY1223'1.3 M (4.3 FT) NORTH OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0563 ***********************************************************************
 NW0563  DESIGNATION -  37 MDC
 NW0563  PID         -  NW0563
 NW0563  STATE/COUNTY-  ID/OWYHEE
 NW0563  USGS QUAD   -  SLACK MOUNTAIN (1973)
 NW0563
 NW0563                         *CURRENT SURVEY CONTROL
 NW0563  ___________________________________________________________________
 NW0563* NAD 83(1986)-  42 35 16.     (N)    116 39 12.     (W)     SCALED    
 NW0563* NAVD 88     -      1647.546  (meters)    5405.32   (feet)  POSTED    
 NW0563  ___________________________________________________________________
 NW0563  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 NW0563  DYNAMIC HT  -        1646.480 (meters)    5401.83  (feet)  COMP
 NW0563  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 NW0563
 NW0563  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0563
 NW0563.The horizontal coordinates were scaled from a topographic map and have
 NW0563.an estimated accuracy of +/- 6 seconds.
 NW0563
 NW0563.The orthometric height was determined by differential leveling
 NW0563.and adjusted by the National Geodetic Survey in 1992..
 NW0563.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0563.rate of 0.0 thru 1.0 mm/km.
 NW0563
 NW0563.The geoid height was determined by GEOID03.
 NW0563
 NW0563.The dynamic height is computed by dividing the NAVD 88
 NW0563.geopotential number by the normal gravity value computed on the
 NW0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0563.degrees latitude (g = 980.6199 gals.).
 NW0563
 NW0563.The modeled gravity was interpolated from observed gravity values.
 NW0563
 NW0563;                    North         East    Units  Estimated Accuracy
 NW0563;SPC ID W     -   102,700.      725,860.      MT  (+/- 180 meters Scaled)
 NW0563
 NW0563                          SUPERSEDED SURVEY CONTROL
 NW0563
 NW0563.No superseded survey control is available for this station.
 NW0563
 NW0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH284150(NAD 83)
 NW0563_MARKER: DD = SURVEY DISK
 NW0563_SETTING: 66 = SET IN ROCK OUTCROP
 NW0563_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0563_STAMPING: 37 MDC 1973 5401
 NW0563_MARK LOGO: USGS  
 NW0563_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0563+STABILITY: POSITION/ELEVATION WELL
 NW0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0563+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0563
 NW0563  HISTORY     - Date     Condition        Report By
 NW0563  HISTORY     - 1972     MONUMENTED       USGS
 NW0563
 NW0563                          STATION DESCRIPTION
 NW0563
 NW0563'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0563'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0563'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0563'13.6 MILES NORTH ALONG MUD FLAT ROAD, 7.0 MILES WEST OF MUD FLAT
 NW0563'RESOURCE AREA FIELD STATION, AT THE SUMMIT OF A HILL, 83 FEET NORTH OF
 NW0563'THE CENTERLINE OF THE ROAD, 3 FEET HIGHER THAN THE ROAD BED, CEMENTED
 NW0563'IN THE WEST END OF THE LARGEST ROCK OUTCROP PROJECTING 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0245 ***********************************************************************
 OX0245  DESIGNATION -  37 RS
 OX0245  PID         -  OX0245
 OX0245  STATE/COUNTY-  ID/TETON
 OX0245  USGS QUAD   -  LAMONT (1965)
 OX0245
 OX0245                         *CURRENT SURVEY CONTROL
 OX0245  ___________________________________________________________________
 OX0245* NAD 83(1986)-  43 53 44.     (N)    111 09 29.     (W)     SCALED    
 OX0245* NAVD 88     -      1857.404  (meters)    6093.83   (feet)  POSTED    
 OX0245  ___________________________________________________________________
 OX0245  GEOID HEIGHT-          -9.90  (meters)                     GEOID03
 OX0245  DYNAMIC HT  -        1856.290 (meters)    6090.18  (feet)  COMP
 OX0245  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 OX0245
 OX0245  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0245
 OX0245.The horizontal coordinates were scaled from a topographic map and have
 OX0245.an estimated accuracy of +/- 6 seconds.
 OX0245
 OX0245.The orthometric height was determined by differential leveling
 OX0245.and adjusted by the National Geodetic Survey in 1992..
 OX0245.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0245.rate of 1.1 thru 2.0 mm/km.
 OX0245
 OX0245.The geoid height was determined by GEOID03.
 OX0245
 OX0245.The dynamic height is computed by dividing the NAVD 88
 OX0245.geopotential number by the normal gravity value computed on the
 OX0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0245.degrees latitude (g = 980.6199 gals.).
 OX0245
 OX0245.The modeled gravity was interpolated from observed gravity values.
 OX0245
 OX0245;                    North         East    Units  Estimated Accuracy
 OX0245;SPC ID E     -   248,090.      281,040.      MT  (+/- 180 meters Scaled)
 OX0245
 OX0245                          SUPERSEDED SURVEY CONTROL
 OX0245
 OX0245  NGVD 29 (??/??/92) 1856.177  (m)         6089.81   (f) ADJ UNCH    2 0
 OX0245
 OX0245.Superseded values are not recommended for survey control.
 OX0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0245.See file dsdata.txt to determine how the superseded data were derived.
 OX0245
 OX0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP873602(NAD 83)
 OX0245_MARKER: DD = SURVEY DISK
 OX0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0245_SP_SET: STONE POST
 OX0245_STAMPING: 37 RS 1932
 OX0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0245+STABILITY: SURFACE MOTION
 OX0245
 OX0245  HISTORY     - Date     Condition        Report By
 OX0245  HISTORY     - 1932     MONUMENTED       CGS
 OX0245
 OX0245                          STATION DESCRIPTION
 OX0245
 OX0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 OX0245'6.5 MI N FROM TETONIA.
 OX0245'ABOUT 6.5 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OX0245'STATION AT TETONIA, TETON COUNTY, ABOUT 550 FEET SOUTH OF MILEPOST 24,
 OX0245'40 FEET SOUTHWEST OF THE WEST END OF CULVERT 24.10 UNDER THE TRACK, 45
 OX0245'FEET WEST OF THE CENTER LINE OF THE TRACK, AND 10 FEET SOUTH OF A
 OX0245'POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 37 RS
 OX0245'1932 AND SET IN THE TOP OF A BLACK STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0659 ***********************************************************************
 NV0659  DESIGNATION -  3707
 NV0659  PID         -  NV0659
 NV0659  STATE/COUNTY-  ID/OWYHEE
 NV0659  USGS QUAD   -  CROWBAR GULCH (1980)
 NV0659
 NV0659                         *CURRENT SURVEY CONTROL
 NV0659  ___________________________________________________________________
 NV0659* NAD 83(1986)-  42 40 35.     (N)    115 44 19.     (W)     SCALED    
 NV0659* NAVD 88     -      1130.748  (meters)    3709.80   (feet)  ADJUSTED  
 NV0659  ___________________________________________________________________
 NV0659  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 NV0659  DYNAMIC HT  -        1130.170 (meters)    3707.90  (feet)  COMP
 NV0659  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 NV0659
 NV0659  VERT ORDER  -  FIRST     CLASS II
 NV0659
 NV0659.The horizontal coordinates were scaled from a topographic map and have
 NV0659.an estimated accuracy of +/- 6 seconds.
 NV0659
 NV0659.The orthometric height was determined by differential leveling
 NV0659.and adjusted by the National Geodetic Survey in June 1991..
 NV0659
 NV0659.The geoid height was determined by GEOID03.
 NV0659
 NV0659.The dynamic height is computed by dividing the NAVD 88
 NV0659.geopotential number by the normal gravity value computed on the
 NV0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0659.degrees latitude (g = 980.6199 gals.).
 NV0659
 NV0659.The modeled gravity was interpolated from observed gravity values.
 NV0659
 NV0659;                    North         East    Units  Estimated Accuracy
 NV0659;SPC ID W     -   112,150.      800,930.      MT  (+/- 180 meters Scaled)
 NV0659
 NV0659                          SUPERSEDED SURVEY CONTROL
 NV0659
 NV0659  NGVD 29 (??/??/92) 1129.816  (m)         3706.74   (f) ADJ UNCH    1 2
 NV0659
 NV0659.Superseded values are not recommended for survey control.
 NV0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0659.See file dsdata.txt to determine how the superseded data were derived.
 NV0659
 NV0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH033256(NAD 83)
 NV0659_MARKER: P = PIPE CAP
 NV0659_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0659_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0659_STAMPING: 3707
 NV0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0659
 NV0659  HISTORY     - Date     Condition        Report By
 NV0659  HISTORY     - UNK      MONUMENTED       USGLO
 NV0659  HISTORY     - 1934     GOOD             NGS
 NV0659  HISTORY     - 1975     GOOD             USGS
 NV0659
 NV0659                          STATION DESCRIPTION
 NV0659
 NV0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0659'9.8 MI SW FROM HOT SPRING.
 NV0659'9.8 MILES SOUTHWEST ALONG THE ROAD TO GRASSMERE FROM THE BRIDGE OVER
 NV0659'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, EAST OF HOT CREEK CANYON,
 NV0659'ON THE SUMMIT OF THE NORTH EDGE OF A BIG SAGEBRUSH FLAT, AND 8 FEET
 NV0659'EAST OF THE CENTERLINE OF THE ROAD.  A UNITED STATES GENERAL LAND
 NV0659'OFFICE STANDARD CAP, STAMPED 3707 AND RIVETED ON THE TOP OF A IRON
 NV0659'PIPE.
 NV0659
 NV0659                          STATION RECOVERY (1975)
 NV0659
 NV0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0659'10.3 MI. SW OF BRIDGE OVER BRUNEAU RIVER AT HOT SPRING ALONG ROAD TO
 NV0659'GRASMERE, ON THE SUMMIT OF THE N. EDGE OF A BIG CLEARED FLAT AND 15
 NV0659'FT. E. OF THE CENTERLINE OF THE ROAD. A USGLO STANDARD CAP, STAMPED
 NV0659'3707.163 AND RIVETED ON THE TOP OF A IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0351 ***********************************************************************
 QY0351  DESIGNATION -  3724.67
 QY0351  PID         -  QY0351
 QY0351  STATE/COUNTY-  ID/LEMHI
 QY0351  USGS QUAD   -  BIRD CREEK (1966)
 QY0351
 QY0351                         *CURRENT SURVEY CONTROL
 QY0351  ___________________________________________________________________
 QY0351* NAD 83(1986)-  45 20 35.     (N)    113 55 33.     (W)     SCALED    
 QY0351* NAVD 88     -      1136.824  (meters)    3729.73   (feet)  ADJUSTED  
 QY0351  ___________________________________________________________________
 QY0351  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 QY0351  DYNAMIC HT  -        1136.412 (meters)    3728.38  (feet)  COMP
 QY0351  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 QY0351
 QY0351  VERT ORDER  -  FIRST     CLASS II
 QY0351
 QY0351.The horizontal coordinates were scaled from a topographic map and have
 QY0351.an estimated accuracy of +/- 6 seconds.
 QY0351
 QY0351.The orthometric height was determined by differential leveling
 QY0351.and adjusted by the National Geodetic Survey in June 1991..
 QY0351
 QY0351.The geoid height was determined by GEOID03.
 QY0351
 QY0351.The dynamic height is computed by dividing the NAVD 88
 QY0351.geopotential number by the normal gravity value computed on the
 QY0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0351.degrees latitude (g = 980.6199 gals.).
 QY0351
 QY0351.The modeled gravity was interpolated from observed gravity values.
 QY0351
 QY0351;                    North         East    Units  Estimated Accuracy
 QY0351;SPC ID C     -   408,440.      505,810.      MT  (+/- 180 meters Scaled)
 QY0351
 QY0351                          SUPERSEDED SURVEY CONTROL
 QY0351
 QY0351  NGVD 29 (??/??/92) 1135.682  (m)         3725.98   (f) ADJ UNCH    1 2
 QY0351
 QY0351.Superseded values are not recommended for survey control.
 QY0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0351.See file dsdata.txt to determine how the superseded data were derived.
 QY0351
 QY0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR707252(NAD 83)
 QY0351_MARKER: DD = SURVEY DISK
 QY0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0351_SP_SET: CULVERT
 QY0351_STAMPING: 8 3724.67 30
 QY0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0351
 QY0351  HISTORY     - Date     Condition        Report By
 QY0351  HISTORY     - UNK      MONUMENTED       BOR
 QY0351  HISTORY     - 1934     GOOD             NGS
 QY0351
 QY0351                          STATION DESCRIPTION
 QY0351
 QY0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0351'8.3 MI S FROM NORTH FORK.
 QY0351'8.3 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT NORTH
 QY0351'FORK, LEMHI COUNTY, 0.2 MILE NORTHEAST OF A FARMHOUSE ON THE OUTSIDE
 QY0351'OF A CURVE IN THE HIGHWAY, AT A CULVERT UNDER THE HIGHWAY, IN THE
 QY0351'CENTER OF THE TOP OF THE SOUTHEAST HEADWALL, 13 FEET SOUTHEAST OF THE
 QY0351'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A UNITED
 QY0351'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 8 3724.67 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0610 ***********************************************************************
 SU0610  DESIGNATION -  3736
 SU0610  PID         -  SU0610
 SU0610  STATE/COUNTY-  ID/SHOSHONE
 SU0610  USGS QUAD   -  BURKE (1996)
 SU0610
 SU0610                         *CURRENT SURVEY CONTROL
 SU0610  ___________________________________________________________________
 SU0610* NAD 83(1986)-  47 31 16.     (N)    115 49 03.     (W)     SCALED    
 SU0610* NAVD 88     -      1139.462  (meters)    3738.38   (feet)  ADJUSTED  
 SU0610  ___________________________________________________________________
 SU0610  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 SU0610  DYNAMIC HT  -        1139.360 (meters)    3738.05  (feet)  COMP
 SU0610  MODELED GRAV-     980,483.8   (mgal)                       NAVD 88
 SU0610
 SU0610  VERT ORDER  -  SECOND    CLASS 0
 SU0610
 SU0610.The horizontal coordinates were scaled from a topographic map and have
 SU0610.an estimated accuracy of +/- 6 seconds.
 SU0610
 SU0610.The orthometric height was determined by differential leveling
 SU0610.and adjusted by the National Geodetic Survey in June 1991..
 SU0610
 SU0610.The geoid height was determined by GEOID03.
 SU0610
 SU0610.The dynamic height is computed by dividing the NAVD 88
 SU0610.geopotential number by the normal gravity value computed on the
 SU0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0610.degrees latitude (g = 980.6199 gals.).
 SU0610
 SU0610.The modeled gravity was interpolated from observed gravity values.
 SU0610
 SU0610;                    North         East    Units  Estimated Accuracy
 SU0610;SPC ID W     -   650,530.      794,920.      MT  (+/- 180 meters Scaled)
 SU0610
 SU0610                          SUPERSEDED SURVEY CONTROL
 SU0610
 SU0610  NGVD 29 (??/??/92) 1138.266  (m)         3734.46   (f) ADJ UNCH    2 0
 SU0610
 SU0610.Superseded values are not recommended for survey control.
 SU0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0610.See file dsdata.txt to determine how the superseded data were derived.
 SU0610
 SU0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN890637(NAD 83)
 SU0610_MARKER: DD = SURVEY DISK
 SU0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0610_SP_SET: CLIFF SHELF
 SU0610_STAMPING: 3737
 SU0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0610
 SU0610  HISTORY     - Date     Condition        Report By
 SU0610  HISTORY     - UNK      MONUMENTED       USGS
 SU0610  HISTORY     - 1952     MARK NOT FOUND   NGS
 SU0610
 SU0610                          STATION DESCRIPTION
 SU0610
 SU0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SU0610'IN BURKE.
 SU0610'AT BURKE, SHOSHONE COUNTY, 400 FEET WEST OF THE UNION PACIFIC RAILROAD
 SU0610'STATION, 300 FEET WEST OF THE BURKE HOTEL, 45 FEET NORTH OF THE NORTH
 SU0610'FACE OF THE CONCRETE SORTING PLANT OF THE HECLA MINE, 40 FEET NORTH OF
 SU0610'THE CENTERLINE OF THE TRACK, 25 FEET NORTH OF THE CENTERLINE OF STATE
 SU0610'HIGHWAY 4, 9 FEET NORTHEAST OF A POLE, 5 FEET EAST OF THE EAST SIDE OF
 SU0610'THE MRS. J.D. COWGILL HOUSE, IN THE TOP OF A CLIFF SHELF, AND 18
 SU0610'INCHES HIGHER THAN THE ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY
 SU0610'STANDARD DISK, STAMPED 3737.  NOTE-- IT WAS REPORTED AT THE TIME OF
 SU0610'THE LEVELING THAT A PART OF THE DISK HAD BEEN BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0046 ***********************************************************************
 NV0046  DESIGNATION -  3740.79
 NV0046  PID         -  NV0046
 NV0046  STATE/COUNTY-  ID/TWIN FALLS
 NV0046  USGS QUAD   -  TWIN FALLS (1992)
 NV0046
 NV0046                         *CURRENT SURVEY CONTROL
 NV0046  ___________________________________________________________________
 NV0046* NAD 83(1986)-  42 34 40.     (N)    114 27 38.     (W)     SCALED    
 NV0046* NAVD 88     -      1125.981  (meters)    3694.16   (feet)  ADJUSTED  
 NV0046  ___________________________________________________________________
 NV0046  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 NV0046  DYNAMIC HT  -        1125.386 (meters)    3692.20  (feet)  COMP
 NV0046  MODELED GRAV-     980,054.5   (mgal)                       NAVD 88
 NV0046
 NV0046  VERT ORDER  -  SECOND    CLASS 0
 NV0046
 NV0046.The horizontal coordinates were scaled from a topographic map and have
 NV0046.an estimated accuracy of +/- 6 seconds.
 NV0046
 NV0046.The orthometric height was determined by differential leveling
 NV0046.and adjusted by the National Geodetic Survey in June 1991..
 NV0046
 NV0046.The geoid height was determined by GEOID03.
 NV0046
 NV0046.The dynamic height is computed by dividing the NAVD 88
 NV0046.geopotential number by the normal gravity value computed on the
 NV0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0046.degrees latitude (g = 980.6199 gals.).
 NV0046
 NV0046.The modeled gravity was interpolated from observed gravity values.
 NV0046
 NV0046;                    North         East    Units  Estimated Accuracy
 NV0046;SPC ID C     -   101,300.      462,190.      MT  (+/- 180 meters Scaled)
 NV0046
 NV0046                          SUPERSEDED SURVEY CONTROL
 NV0046
 NV0046  NGVD 29 (??/??/92) 1125.102  (m)         3691.27   (f) ADJ UNCH    2 0
 NV0046
 NV0046.Superseded values are not recommended for survey control.
 NV0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0046.See file dsdata.txt to determine how the superseded data were derived.
 NV0046
 NV0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH084170(NAD 83)
 NV0046_MARKER: DD = SURVEY DISK
 NV0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0046_STAMPING: 3740.79
 NV0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0046+STABILITY: SURFACE MOTION
 NV0046
 NV0046  HISTORY     - Date     Condition        Report By
 NV0046  HISTORY     - UNK      MONUMENTED       IDPWD
 NV0046  HISTORY     - 1946     GOOD             NGS
 NV0046  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0046  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0046
 NV0046                          STATION DESCRIPTION
 NV0046
 NV0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NV0046'1.95 MI N FROM TWIN FALLS.
 NV0046'ALONG U. S. HIGHWAY 93, 1.95 MILES NORTH OF RAILROAD STATION AT TWIN
 NV0046'FALLS, AT CITY LIMITS, 44.5 FEET SOUTHEAST OF INTERSECTION OF CENTER
 NV0046'LINES OF HIGHWAY AND ROAD LEAD TO SHOSHONE FALLS 1 FOOT SOUTHEAST OF
 NV0046'LARGE POWER POLE AT FENCE CORNER, SET IN CONCRETE POST 0.5 FOOT ABOVE
 NV0046'GROUND.
 NV0046
 NV0046                          STATION RECOVERY (1978)
 NV0046
 NV0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0046'MARK NOT FOUND.
 NV0046
 NV0046                          STATION RECOVERY (1983)
 NV0046
 NV0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0046'AFTER PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NV0046'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0480 ***********************************************************************
 QZ0480  DESIGNATION -  3751.75
 QZ0480  PID         -  QZ0480
 QZ0480  STATE/COUNTY-  ID/IDAHO
 QZ0480  USGS QUAD   -  CENTER STAR MOUNTAIN (1995)
 QZ0480
 QZ0480                         *CURRENT SURVEY CONTROL
 QZ0480  ___________________________________________________________________
 QZ0480* NAD 83(1986)-  45 49 47.     (N)    115 33 25.     (W)     SCALED    
 QZ0480* NAVD 88     -      1149.216  (meters)    3770.39   (feet)  ADJUSTED  
 QZ0480  ___________________________________________________________________
 QZ0480  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 QZ0480  DYNAMIC HT  -        1148.903 (meters)    3769.36  (feet)  COMP
 QZ0480  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 QZ0480
 QZ0480  VERT ORDER  -  FIRST     CLASS II
 QZ0480
 QZ0480.The horizontal coordinates were scaled from a topographic map and have
 QZ0480.an estimated accuracy of +/- 6 seconds.
 QZ0480
 QZ0480.The orthometric height was determined by differential leveling
 QZ0480.and adjusted by the National Geodetic Survey in June 1991..
 QZ0480
 QZ0480.The geoid height was determined by GEOID03.
 QZ0480
 QZ0480.The dynamic height is computed by dividing the NAVD 88
 QZ0480.geopotential number by the normal gravity value computed on the
 QZ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0480.degrees latitude (g = 980.6199 gals.).
 QZ0480
 QZ0480.The modeled gravity was interpolated from observed gravity values.
 QZ0480
 QZ0480;                    North         East    Units  Estimated Accuracy
 QZ0480;SPC ID W     -   462,530.      815,000.      MT  (+/- 180 meters Scaled)
 QZ0480
 QZ0480                          SUPERSEDED SURVEY CONTROL
 QZ0480
 QZ0480  NGVD 29 (??/??/92) 1148.131  (m)         3766.83   (f) ADJ UNCH    1 2
 QZ0480
 QZ0480.Superseded values are not recommended for survey control.
 QZ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0480.See file dsdata.txt to determine how the superseded data were derived.
 QZ0480
 QZ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL120761(NAD 83)
 QZ0480_MARKER: DD = SURVEY DISK
 QZ0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0480_SP_SET: CULVERT
 QZ0480_STAMPING: 3751.75 33
 QZ0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0480
 QZ0480  HISTORY     - Date     Condition        Report By
 QZ0480  HISTORY     - UNK      MONUMENTED       BPR
 QZ0480  HISTORY     - 1945     GOOD             NGS
 QZ0480
 QZ0480                          STATION DESCRIPTION
 QZ0480
 QZ0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0480'8.55 MI W FROM ELK CITY.
 QZ0480'ALONG CONNER - GRANGEVILLE ROAD, 8.55 MILES WEST OF THE POST OFFICE AT
 QZ0480'ELK CITY, AT CROSSING OF DUTCHOVEN CREEK, 9.0 FEET EAST OF CENTERLINE
 QZ0480'OF ROAD, 2.4 FEET NORTH OF SOUTH END OF HEAD-WALL, ABOUT 2 FEET BELOW
 QZ0480'THE ROAD, SET IN TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD-WALL
 QZ0480'OF A DOUBLE 3-FOOT IRON PIPE CULVERT UNDER THE ROAD. BUREAU OF PUBLIC
 QZ0480'ROADS BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0222 ***********************************************************************
 QA0222  DESIGNATION -  3754
 QA0222  PID         -  QA0222
 QA0222  STATE/COUNTY-  ID/LEMHI
 QA0222  USGS QUAD   -  APAREJO POINT (1963)
 QA0222
 QA0222                         *CURRENT SURVEY CONTROL
 QA0222  ___________________________________________________________________
 QA0222* NAD 83(1986)-  44 55 17.     (N)    114 43 53.     (W)     SCALED    
 QA0222* NAVD 88     -      1146.579  (meters)    3761.73   (feet)  ADJUSTED  
 QA0222  ___________________________________________________________________
 QA0222  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 QA0222  DYNAMIC HT  -        1145.943 (meters)    3759.65  (feet)  COMP
 QA0222  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 QA0222
 QA0222  VERT ORDER  -  SECOND    CLASS 0
 QA0222
 QA0222.The horizontal coordinates were scaled from a topographic map and have
 QA0222.an estimated accuracy of +/- 6 seconds.
 QA0222
 QA0222.The orthometric height was determined by differential leveling
 QA0222.and adjusted by the National Geodetic Survey in June 1991..
 QA0222
 QA0222.The geoid height was determined by GEOID03.
 QA0222
 QA0222.The dynamic height is computed by dividing the NAVD 88
 QA0222.geopotential number by the normal gravity value computed on the
 QA0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0222.degrees latitude (g = 980.6199 gals.).
 QA0222
 QA0222.The modeled gravity was interpolated from observed gravity values.
 QA0222
 QA0222;                    North         East    Units  Estimated Accuracy
 QA0222;SPC ID C     -   361,840.      442,260.      MT  (+/- 180 meters Scaled)
 QA0222
 QA0222                          SUPERSEDED SURVEY CONTROL
 QA0222
 QA0222  NGVD 29 (??/??/92) 1145.126  (m)         3756.97   (f) ADJ UNCH    2 0
 QA0222
 QA0222.Superseded values are not recommended for survey control.
 QA0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0222.See file dsdata.txt to determine how the superseded data were derived.
 QA0222
 QA0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK790767(NAD 83)
 QA0222_MARKER: Z = SEE DESCRIPTION
 QA0222_SETTING: 66 = SET IN ROCK OUTCROP
 QA0222_SP_SET: BEDROCK
 QA0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0222+STABILITY: POSITION/ELEVATION WELL
 QA0222
 QA0222  HISTORY     - Date     Condition        Report By
 QA0222  HISTORY     - UNK      MONUMENTED       USGS
 QA0222  HISTORY     - 1947     GOOD             NGS
 QA0222
 QA0222                          STATION DESCRIPTION
 QA0222
 QA0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 QA0222'38.3 MI NE FROM MIDDLE FORK GUARD STATION.
 QA0222'38.3 MILES NE BY TRAIL PROCEED ALONG THE MIDDLE FORK SALMON RIVER
 QA0222'TRAIL TO A POINT 0.15 MILE DOWNSTREAM FROM THE MOUTH OF APAREJO CREEK,
 QA0222'AND AT THE BASE OF A SHEER ROCK CLIFF YOU WILL SEE PTBM 3754 PAINTED
 QA0222'WITH WHITE PAINT ON THE SOLID ROCK WALL.  THE CHISELED X IS ON A LEDGE
 QA0222'OF BEDROCK DIRECTLY BENEATH THE PAINTING AND IS 5 FEET ABOVE THE
 QA0222'TRAIL.  THE MARK IS ABOUT 300 FEET UPSTREAM FROM WHAT IS KNOWN AS
 QA0222'APAREJO POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0178 ***********************************************************************
 QB0178  DESIGNATION -  3758.09
 QB0178  PID         -  QB0178
 QB0178  STATE/COUNTY-  ID/VALLEY
 QB0178  USGS QUAD   -  PACKER JOHN MOUNTAIN (1985)
 QB0178
 QB0178                         *CURRENT SURVEY CONTROL
 QB0178  ___________________________________________________________________
 QB0178* NAD 83(1986)-  44 10 52.     (N)    116 07 00.     (W)     SCALED    
 QB0178* NAVD 88     -      1145.751  (meters)    3759.02   (feet)  ADJUSTED  
 QB0178  ___________________________________________________________________
 QB0178  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 QB0178  DYNAMIC HT  -        1145.262 (meters)    3757.41  (feet)  COMP
 QB0178  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 QB0178
 QB0178  VERT ORDER  -  SECOND    CLASS 0
 QB0178
 QB0178.The horizontal coordinates were scaled from a topographic map and have
 QB0178.an estimated accuracy of +/- 6 seconds.
 QB0178
 QB0178.The orthometric height was determined by differential leveling
 QB0178.and adjusted by the National Geodetic Survey in June 1991..
 QB0178
 QB0178.The geoid height was determined by GEOID03.
 QB0178
 QB0178.The dynamic height is computed by dividing the NAVD 88
 QB0178.geopotential number by the normal gravity value computed on the
 QB0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0178.degrees latitude (g = 980.6199 gals.).
 QB0178
 QB0178.The modeled gravity was interpolated from observed gravity values.
 QB0178
 QB0178;                    North         East    Units  Estimated Accuracy
 QB0178;SPC ID W     -   279,380.      770,680.      MT  (+/- 180 meters Scaled)
 QB0178
 QB0178                          SUPERSEDED SURVEY CONTROL
 QB0178
 QB0178  NGVD 29 (??/??/92) 1144.635  (m)         3755.36   (f) ADJ UNCH    2 0
 QB0178
 QB0178.Superseded values are not recommended for survey control.
 QB0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0178.See file dsdata.txt to determine how the superseded data were derived.
 QB0178
 QB0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ706923(NAD 83)
 QB0178_MARKER: DD = SURVEY DISK
 QB0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0178_SP_SET: CULVERT
 QB0178_STAMPING: 3758.09 1933
 QB0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0178
 QB0178  HISTORY     - Date     Condition        Report By
 QB0178  HISTORY     - 1933     MONUMENTED       BPR
 QB0178
 QB0178                          STATION DESCRIPTION
 QB0178
 QB0178'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1933
 QB0178'8.3 MI N FROM BANKS.
 QB0178'IN VALLEY COUNTY, ABOUT 8.3 MILES NORTH ALONG STATE HIGHWAY 15 FROM
 QB0178'THE JUNCTION OF STATE HIGHWAY 17 AT BANKS, BOISE COUNTY, ABOUT 0.1
 QB0178'MILE SOUTH OF A WHITE POST MARKED 45, AT THE SOUTH END OF A NORTHEAST
 QB0178'CURVE, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP
 QB0178'OF THE CONCRETE HEAD WALL OF A 1-1/2-FOOT PIPE CULVERT.  A UNITED
 QB0178'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3758.09 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0481 ***********************************************************************
 QZ0481  DESIGNATION -  3758.50
 QZ0481  PID         -  QZ0481
 QZ0481  STATE/COUNTY-  ID/IDAHO
 QZ0481  USGS QUAD   -  CENTER STAR MOUNTAIN (1995)
 QZ0481
 QZ0481                         *CURRENT SURVEY CONTROL
 QZ0481  ___________________________________________________________________
 QZ0481* NAD 83(1986)-  45 49 38.     (N)    115 33 44.     (W)     SCALED    
 QZ0481* NAVD 88     -      1143.563  (meters)    3751.84   (feet)  ADJUSTED  
 QZ0481  ___________________________________________________________________
 QZ0481  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 QZ0481  DYNAMIC HT  -        1143.244 (meters)    3750.79  (feet)  COMP
 QZ0481  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 QZ0481
 QZ0481  VERT ORDER  -  FIRST     CLASS II
 QZ0481
 QZ0481.The horizontal coordinates were scaled from a topographic map and have
 QZ0481.an estimated accuracy of +/- 6 seconds.
 QZ0481
 QZ0481.The orthometric height was determined by differential leveling
 QZ0481.and adjusted by the National Geodetic Survey in June 1991..
 QZ0481
 QZ0481.The geoid height was determined by GEOID03.
 QZ0481
 QZ0481.The dynamic height is computed by dividing the NAVD 88
 QZ0481.geopotential number by the normal gravity value computed on the
 QZ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0481.degrees latitude (g = 980.6199 gals.).
 QZ0481
 QZ0481.The modeled gravity was interpolated from observed gravity values.
 QZ0481
 QZ0481;                    North         East    Units  Estimated Accuracy
 QZ0481;SPC ID W     -   462,260.      814,590.      MT  (+/- 180 meters Scaled)
 QZ0481
 QZ0481                          SUPERSEDED SURVEY CONTROL
 QZ0481
 QZ0481  NGVD 29 (??/??/92) 1142.471  (m)         3748.26   (f) ADJ UNCH    1 2
 QZ0481
 QZ0481.Superseded values are not recommended for survey control.
 QZ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0481.See file dsdata.txt to determine how the superseded data were derived.
 QZ0481
 QZ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL116758(NAD 83)
 QZ0481_MARKER: DD = SURVEY DISK
 QZ0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0481_SP_SET: CULVERT
 QZ0481_STAMPING: 3758.50 33
 QZ0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0481
 QZ0481  HISTORY     - Date     Condition        Report By
 QZ0481  HISTORY     - UNK      MONUMENTED       BPR
 QZ0481  HISTORY     - 1945     GOOD             NGS
 QZ0481
 QZ0481                          STATION DESCRIPTION
 QZ0481
 QZ0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0481'9.3 MI W FROM ELK CITY.
 QZ0481'ALONG CONNER - GRANGEVILLE ROAD, 9.3 MILES WEST OF THE POST OFFICE AT
 QZ0481'ELK CITY, 270.0 FEET NORTH OF WOODEN BRIDGE OVER SOUTH FORK OF
 QZ0481'CLEARWATER RIVER FOR ROAD LEADING TO CENTER STAR MINE, 8.0 FEET WEST
 QZ0481'OF CENTERLINE OF ROAD, 1.2 FOOT SOUTH OF NORTH END OF HEAD-WALL, ABOUT
 QZ0481'1-FOOT BELOW THE ROAD, SET IN TOP OF THE NORTH END OF THE WEST
 QZ0481'CONCRETE HEAD-WALL OF A 1 1/2 FOOT IRON PIPE CULVERT UNDER THE ROAD.
 QZ0481'BUREAU OF PUBLIC ROADS BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0345 ***********************************************************************
 QY0345  DESIGNATION -  3773.6
 QY0345  PID         -  QY0345
 QY0345  STATE/COUNTY-  ID/LEMHI
 QY0345  USGS QUAD   -  BIRD CREEK (1966)
 QY0345
 QY0345                         *CURRENT SURVEY CONTROL
 QY0345  ___________________________________________________________________
 QY0345* NAD 83(1986)-  45 18 20.     (N)    113 54 04.     (W)     SCALED    
 QY0345* NAVD 88     -      1151.690  (meters)    3778.50   (feet)  ADJUSTED  
 QY0345  ___________________________________________________________________
 QY0345  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 QY0345  DYNAMIC HT  -        1151.272 (meters)    3777.13  (feet)  COMP
 QY0345  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 QY0345
 QY0345  VERT ORDER  -  FIRST     CLASS II
 QY0345
 QY0345.The horizontal coordinates were scaled from a topographic map and have
 QY0345.an estimated accuracy of +/- 6 seconds.
 QY0345
 QY0345.The orthometric height was determined by differential leveling
 QY0345.and adjusted by the National Geodetic Survey in June 1991..
 QY0345
 QY0345.The geoid height was determined by GEOID03.
 QY0345
 QY0345.The dynamic height is computed by dividing the NAVD 88
 QY0345.geopotential number by the normal gravity value computed on the
 QY0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0345.degrees latitude (g = 980.6199 gals.).
 QY0345
 QY0345.The modeled gravity was interpolated from observed gravity values.
 QY0345
 QY0345;                    North         East    Units  Estimated Accuracy
 QY0345;SPC ID C     -   404,270.      507,760.      MT  (+/- 180 meters Scaled)
 QY0345
 QY0345                          SUPERSEDED SURVEY CONTROL
 QY0345
 QY0345  NGVD 29 (??/??/92) 1150.552  (m)         3774.77   (f) ADJ UNCH    1 2
 QY0345
 QY0345.Superseded values are not recommended for survey control.
 QY0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0345.See file dsdata.txt to determine how the superseded data were derived.
 QY0345
 QY0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR725209(NAD 83)
 QY0345_MARKER: DD = SURVEY DISK
 QY0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0345_SP_SET: CULVERT
 QY0345_STAMPING: 12 3773.6 31
 QY0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0345
 QY0345  HISTORY     - Date     Condition        Report By
 QY0345  HISTORY     - UNK      MONUMENTED       BOR
 QY0345  HISTORY     - 1934     GOOD             NGS
 QY0345  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 QY0345  HISTORY     - 20040804 MARK NOT FOUND   GEOCAC
 QY0345
 QY0345                          STATION DESCRIPTION
 QY0345
 QY0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0345'9.1 MI N FROM SALMON.
 QY0345'9.1 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE COURTHOUSE AT SALMON,
 QY0345'LEMHI COUNTY, 0.1 MILE NORTHWEST OF A STORE ON THE NORTHEAST SIDE OF
 QY0345'THE HIGHWAY, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, AT A CONCRETE
 QY0345'CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE NORTHEAST
 QY0345'HEADWALL, 20 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 QY0345'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  A UNITED STATES BUREAU
 QY0345'OF PUBLIC ROADS STANDARD DISK, STAMPED 12 3773.6 31.
 QY0345
 QY0345                          STATION RECOVERY (1997)
 QY0345
 QY0345'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0345'MARK NOT FOUND.
 QY0345
 QY0345                          STATION RECOVERY (2004)
 QY0345
 QY0345'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 QY0345'STORE IS GONE. 500 FEET NORTH OF A PRIVATE DRIVEWAY. IN THE MIDDLE OF
 QY0345'THE S CURVE. PUBLIC ROADS ADMINISTRATION REPLACED CULVERT AND MARK IN
 QY0345'1949.  REPLACEMENT MARK STAMPED 377.9.9.  HANDHELD GPS COORDINATES N45
 QY0345'18 19.0 W113  54 06.7
 QY0345' 
 QY0345' 
 QY0345' 
 QY0345' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0344 ***********************************************************************
 QY0344  DESIGNATION -  3782.6
 QY0344  PID         -  QY0344
 QY0344  STATE/COUNTY-  ID/LEMHI
 QY0344  USGS QUAD   -  BIRD CREEK (1966)
 QY0344
 QY0344                         *CURRENT SURVEY CONTROL
 QY0344  ___________________________________________________________________
 QY0344* NAD 83(1986)-  45 18 01.     (N)    113 53 47.     (W)     SCALED    
 QY0344* NAVD 88     -      1154.441  (meters)    3787.53   (feet)  ADJUSTED  
 QY0344  ___________________________________________________________________
 QY0344  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 QY0344  DYNAMIC HT  -        1154.020 (meters)    3786.15  (feet)  COMP
 QY0344  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 QY0344
 QY0344  VERT ORDER  -  FIRST     CLASS II
 QY0344
 QY0344.The horizontal coordinates were scaled from a topographic map and have
 QY0344.an estimated accuracy of +/- 6 seconds.
 QY0344
 QY0344.The orthometric height was determined by differential leveling
 QY0344.and adjusted by the National Geodetic Survey in June 1991..
 QY0344
 QY0344.The geoid height was determined by GEOID03.
 QY0344
 QY0344.The dynamic height is computed by dividing the NAVD 88
 QY0344.geopotential number by the normal gravity value computed on the
 QY0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0344.degrees latitude (g = 980.6199 gals.).
 QY0344
 QY0344.The modeled gravity was interpolated from observed gravity values.
 QY0344
 QY0344;                    North         East    Units  Estimated Accuracy
 QY0344;SPC ID C     -   403,690.      508,130.      MT  (+/- 180 meters Scaled)
 QY0344
 QY0344                          SUPERSEDED SURVEY CONTROL
 QY0344
 QY0344  NGVD 29 (??/??/92) 1153.302  (m)         3783.79   (f) ADJ UNCH    1 2
 QY0344
 QY0344.Superseded values are not recommended for survey control.
 QY0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0344.See file dsdata.txt to determine how the superseded data were derived.
 QY0344
 QY0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR729203(NAD 83)
 QY0344_MARKER: DD = SURVEY DISK
 QY0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0344_SP_SET: CULVERT
 QY0344_STAMPING: 11 3782.6 31
 QY0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0344
 QY0344  HISTORY     - Date     Condition        Report By
 QY0344  HISTORY     - UNK      MONUMENTED       BOR
 QY0344  HISTORY     - 1934     GOOD             NGS
 QY0344  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 QY0344
 QY0344                          STATION DESCRIPTION
 QY0344
 QY0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0344'8.7 MI N FROM SALMON.
 QY0344'8.7 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE COURTHOUSE AT SALMON,
 QY0344'LEMHI COUNTY, 0.2 MILE SOUTHEAST OF A SMALL STORE ON THE NORTHEAST
 QY0344'SIDE OF THE HIGHWAY, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE
 QY0344'CENTER OF THE TOP OF THE NORTHEAST HEADWALL, 11 FEET NORTHEAST OF THE
 QY0344'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A UNITED
 QY0344'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 11 3782.6 31.
 QY0344
 QY0344                          STATION RECOVERY (1997)
 QY0344
 QY0344'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0348 ***********************************************************************
 QY0348  DESIGNATION -  3784.19
 QY0348  PID         -  QY0348
 QY0348  STATE/COUNTY-  ID/LEMHI
 QY0348  USGS QUAD   -  BIRD CREEK (1966)
 QY0348
 QY0348                         *CURRENT SURVEY CONTROL
 QY0348  ___________________________________________________________________
 QY0348* NAD 83(1986)-  45 19 41.     (N)    113 54 18.     (W)     SCALED    
 QY0348* NAVD 88     -      1154.942  (meters)    3789.17   (feet)  ADJUSTED  
 QY0348  ___________________________________________________________________
 QY0348  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 QY0348  DYNAMIC HT  -        1154.521 (meters)    3787.79  (feet)  COMP
 QY0348  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 QY0348
 QY0348  VERT ORDER  -  FIRST     CLASS II
 QY0348
 QY0348.The horizontal coordinates were scaled from a topographic map and have
 QY0348.an estimated accuracy of +/- 6 seconds.
 QY0348
 QY0348.The orthometric height was determined by differential leveling
 QY0348.and adjusted by the National Geodetic Survey in June 1991..
 QY0348.WARNING-Repeat measurements at this control monument indicate possible
 QY0348.vertical movement.
 QY0348
 QY0348.The geoid height was determined by GEOID03.
 QY0348
 QY0348.The dynamic height is computed by dividing the NAVD 88
 QY0348.geopotential number by the normal gravity value computed on the
 QY0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0348.degrees latitude (g = 980.6199 gals.).
 QY0348
 QY0348.The modeled gravity was interpolated from observed gravity values.
 QY0348
 QY0348;                    North         East    Units  Estimated Accuracy
 QY0348;SPC ID C     -   406,770.      507,450.      MT  (+/- 180 meters Scaled)
 QY0348
 QY0348                          SUPERSEDED SURVEY CONTROL
 QY0348
 QY0348  NGVD 29 (??/??/92) 1153.798  (m)         3785.42   (f) ADJ UNCH    1 2
 QY0348
 QY0348.Superseded values are not recommended for survey control.
 QY0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0348.See file dsdata.txt to determine how the superseded data were derived.
 QY0348
 QY0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR723235(NAD 83)
 QY0348_MARKER: DD = SURVEY DISK
 QY0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0348_SP_SET: CULVERT
 QY0348_STAMPING: 4 3784.19 30
 QY0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0348
 QY0348  HISTORY     - Date     Condition        Report By
 QY0348  HISTORY     - UNK      MONUMENTED       BOR
 QY0348  HISTORY     - 1934     GOOD             NGS
 QY0348  HISTORY     - 1966     MARK NOT FOUND   USGS
 QY0348
 QY0348                          STATION DESCRIPTION
 QY0348
 QY0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0348'10.2 MI S FROM NORTH FORK.
 QY0348'10.2 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT NORTH
 QY0348'FORK, LEMHI COUNTY, ON A STRETCH OF HIGHWAY ELEVATED ABOUT 40 FEET
 QY0348'ABOVE SALMON RIVER, ABOUT 500 FEET NORTH OF THE HARRY ADAMS HOUSE, 110
 QY0348'FEET EAST OF THE HARRY ADAMS MAIL POST, 115 FEET SOUTHWEST OF A
 QY0348'TELEPHONE LINE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE CENTER
 QY0348'OF THE TOP OF THE NORTHEAST CONCRETE HEADWALL, AND 15 FEET NORTHEAST
 QY0348'OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC
 QY0348'ROADS STANDARD DISK, STAMPED 4 3784.19 30.
 QY0348
 QY0348                          STATION RECOVERY (1966)
 QY0348
 QY0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QY0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0343 ***********************************************************************
 QY0343  DESIGNATION -  3784.9
 QY0343  PID         -  QY0343
 QY0343  STATE/COUNTY-  ID/LEMHI
 QY0343  USGS QUAD   -  BIRD CREEK (1966)
 QY0343
 QY0343                         *CURRENT SURVEY CONTROL
 QY0343  ___________________________________________________________________
 QY0343* NAD 83(1986)-  45 17 40.     (N)    113 53 33.     (W)     SCALED    
 QY0343* NAVD 88     -      1154.948  (meters)    3789.19   (feet)  ADJUSTED  
 QY0343  ___________________________________________________________________
 QY0343  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 QY0343  DYNAMIC HT  -        1154.525 (meters)    3787.80  (feet)  COMP
 QY0343  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 QY0343
 QY0343  VERT ORDER  -  FIRST     CLASS II
 QY0343
 QY0343.The horizontal coordinates were scaled from a topographic map and have
 QY0343.an estimated accuracy of +/- 6 seconds.
 QY0343
 QY0343.The orthometric height was determined by differential leveling
 QY0343.and adjusted by the National Geodetic Survey in June 1991..
 QY0343
 QY0343.The geoid height was determined by GEOID03.
 QY0343
 QY0343.The dynamic height is computed by dividing the NAVD 88
 QY0343.geopotential number by the normal gravity value computed on the
 QY0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0343.degrees latitude (g = 980.6199 gals.).
 QY0343
 QY0343.The modeled gravity was interpolated from observed gravity values.
 QY0343
 QY0343;                    North         East    Units  Estimated Accuracy
 QY0343;SPC ID C     -   403,040.      508,430.      MT  (+/- 180 meters Scaled)
 QY0343
 QY0343                          SUPERSEDED SURVEY CONTROL
 QY0343
 QY0343  NGVD 29 (??/??/92) 1153.807  (m)         3785.45   (f) ADJ UNCH    1 2
 QY0343
 QY0343.Superseded values are not recommended for survey control.
 QY0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0343.See file dsdata.txt to determine how the superseded data were derived.
 QY0343
 QY0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR731197(NAD 83)
 QY0343_MARKER: DD = SURVEY DISK
 QY0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0343_SP_SET: CULVERT
 QY0343_STAMPING: 10 3784.9 31
 QY0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0343
 QY0343  HISTORY     - Date     Condition        Report By
 QY0343  HISTORY     - UNK      MONUMENTED       BOR
 QY0343  HISTORY     - 1934     GOOD             NGS
 QY0343  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 QY0343
 QY0343                          STATION DESCRIPTION
 QY0343
 QY0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0343'8.3 MI N FROM SALMON.
 QY0343'8.3 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE COURTHOUSE AT SALMON,
 QY0343'LEMHI COUNTY, AT THE JUNCTION OF A PRIVATE ROAD LEADING EAST INTO A
 QY0343'FIELD, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET NORTH OF
 QY0343'THE CENTERLINE OF THE PRIVATE ROAD, AT A CONCRETE CULVERT UNDER THE
 QY0343'HIGHWAY, IN THE CENTER OF THE TOP OF THE EAST HEADWALL, AND 1.5 FEET
 QY0343'BELOW THE LEVEL OF THE ROAD.  A UNITED STATES BUREAU OF PUBLIC ROADS
 QY0343'STANDARD DISK, STAMPED 10 3784.9 31.
 QY0343
 QY0343                          STATION RECOVERY (1997)
 QY0343
 QY0343'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0347 ***********************************************************************
 QY0347  DESIGNATION -  3789.27
 QY0347  PID         -  QY0347
 QY0347  STATE/COUNTY-  ID/LEMHI
 QY0347  USGS QUAD   -  BIRD CREEK (1966)
 QY0347
 QY0347                         *CURRENT SURVEY CONTROL
 QY0347  ___________________________________________________________________
 QY0347* NAD 83(1986)-  45 19 14.     (N)    113 54 11.     (W)     SCALED    
 QY0347* NAVD 88     -      1156.485  (meters)    3794.23   (feet)  ADJUSTED  
 QY0347  ___________________________________________________________________
 QY0347  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 QY0347  DYNAMIC HT  -        1156.064 (meters)    3792.85  (feet)  COMP
 QY0347  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 QY0347
 QY0347  VERT ORDER  -  FIRST     CLASS II
 QY0347
 QY0347.The horizontal coordinates were scaled from a topographic map and have
 QY0347.an estimated accuracy of +/- 6 seconds.
 QY0347
 QY0347.The orthometric height was determined by differential leveling
 QY0347.and adjusted by the National Geodetic Survey in June 1991..
 QY0347
 QY0347.The geoid height was determined by GEOID03.
 QY0347
 QY0347.The dynamic height is computed by dividing the NAVD 88
 QY0347.geopotential number by the normal gravity value computed on the
 QY0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0347.degrees latitude (g = 980.6199 gals.).
 QY0347
 QY0347.The modeled gravity was interpolated from observed gravity values.
 QY0347
 QY0347;                    North         East    Units  Estimated Accuracy
 QY0347;SPC ID C     -   405,940.      507,600.      MT  (+/- 180 meters Scaled)
 QY0347
 QY0347                          SUPERSEDED SURVEY CONTROL
 QY0347
 QY0347  NGVD 29 (??/??/92) 1155.344  (m)         3790.49   (f) ADJ UNCH    1 2
 QY0347
 QY0347.Superseded values are not recommended for survey control.
 QY0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0347.See file dsdata.txt to determine how the superseded data were derived.
 QY0347
 QY0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR724226(NAD 83)
 QY0347_MARKER: DD = SURVEY DISK
 QY0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0347_SP_SET: BRIDGE
 QY0347_STAMPING: 3 3789.27 30
 QY0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0347
 QY0347  HISTORY     - Date     Condition        Report By
 QY0347  HISTORY     - UNK      MONUMENTED       BOR
 QY0347  HISTORY     - 1934     GOOD             NGS
 QY0347  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 QY0347
 QY0347                          STATION DESCRIPTION
 QY0347
 QY0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0347'10.2 MI N FROM SALMON.
 QY0347'10.2 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE COURTHOUSE AT SALMON,
 QY0347'LEMHI COUNTY, AT CONCRETE BRIDGE NO. 30-68-11-7, IN THE TOP OF THE
 QY0347'SOUTH CORNER OF THE EAST WALL, 13 FEET EAST OF THE CENTERLINE OF THE
 QY0347'HIGHWAY, AND 2.7 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A UNITED STATES
 QY0347'BUREAU OF PUBLIC ROADS STANDARD DISK.  STAMPED 3 3789.27 30.
 QY0347
 QY0347                          STATION RECOVERY (1997)
 QY0347
 QY0347'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0349 ***********************************************************************
 QY0349  DESIGNATION -  3795.59
 QY0349  PID         -  QY0349
 QY0349  STATE/COUNTY-  ID/LEMHI
 QY0349  USGS QUAD   -  BIRD CREEK (1966)
 QY0349
 QY0349                         *CURRENT SURVEY CONTROL
 QY0349  ___________________________________________________________________
 QY0349* NAD 83(1986)-  45 19 58.     (N)    113 54 44.     (W)     SCALED    
 QY0349* NAVD 88     -      1158.431  (meters)    3800.62   (feet)  ADJUSTED  
 QY0349  ___________________________________________________________________
 QY0349  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 QY0349  DYNAMIC HT  -        1158.009 (meters)    3799.23  (feet)  COMP
 QY0349  MODELED GRAV-     980,213.8   (mgal)                       NAVD 88
 QY0349
 QY0349  VERT ORDER  -  FIRST     CLASS II
 QY0349
 QY0349.The horizontal coordinates were scaled from a topographic map and have
 QY0349.an estimated accuracy of +/- 6 seconds.
 QY0349
 QY0349.The orthometric height was determined by differential leveling
 QY0349.and adjusted by the National Geodetic Survey in June 1991..
 QY0349
 QY0349.The geoid height was determined by GEOID03.
 QY0349
 QY0349.The dynamic height is computed by dividing the NAVD 88
 QY0349.geopotential number by the normal gravity value computed on the
 QY0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0349.degrees latitude (g = 980.6199 gals.).
 QY0349
 QY0349.The modeled gravity was interpolated from observed gravity values.
 QY0349
 QY0349;                    North         East    Units  Estimated Accuracy
 QY0349;SPC ID C     -   407,300.      506,880.      MT  (+/- 180 meters Scaled)
 QY0349
 QY0349                          SUPERSEDED SURVEY CONTROL
 QY0349
 QY0349  NGVD 29 (??/??/92) 1157.288  (m)         3796.87   (f) ADJ UNCH    1 2
 QY0349
 QY0349.Superseded values are not recommended for survey control.
 QY0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0349.See file dsdata.txt to determine how the superseded data were derived.
 QY0349
 QY0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR718240(NAD 83)
 QY0349_MARKER: DD = SURVEY DISK
 QY0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0349_SP_SET: CULVERT
 QY0349_STAMPING: 5 3795.59 30
 QY0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0349
 QY0349  HISTORY     - Date     Condition        Report By
 QY0349  HISTORY     - UNK      MONUMENTED       BOR
 QY0349  HISTORY     - 1934     GOOD             NGS
 QY0349  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 QY0349
 QY0349                          STATION DESCRIPTION
 QY0349
 QY0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0349'9.7 MI S FROM NORTH FORK.
 QY0349'9.7 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE POST OFFICE AT NORTH
 QY0349'FORK, LEMHI COUNTY, AT THE SUMMIT OF A HILL, AT THE MOUTH OF A GULCH,
 QY0349'AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 QY0349'THE NORTH HEADWALL, AND 15 FEET NORTH OF THE CENTERLINE OF THE
 QY0349'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 QY0349'STAMPED 5 3795.59 30.
 QY0349
 QY0349                          STATION RECOVERY (1997)
 QY0349
 QY0349'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0760 ***********************************************************************
 QZ0760  DESIGNATION -  3796 RESET
 QZ0760  PID         -  QZ0760
 QZ0760  STATE/COUNTY-  ID/IDAHO
 QZ0760  USGS QUAD   -  CENTER STAR MOUNTAIN (1995)
 QZ0760
 QZ0760                         *CURRENT SURVEY CONTROL
 QZ0760  ___________________________________________________________________
 QZ0760* NAD 83(1986)-  45 49 35.     (N)    115 30 40.     (W)     SCALED    
 QZ0760* NAVD 88     -      1173.63   (meters)    3850.5    (feet)  RESET     
 QZ0760  ___________________________________________________________________
 QZ0760  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 QZ0760
 QZ0760  VERT ORDER  -  THIRD
 QZ0760
 QZ0760.The horizontal coordinates were scaled from a topographic map and have
 QZ0760.an estimated accuracy of +/- 6 seconds.
 QZ0760
 QZ0760.The orthometric height was computed from unverified reset data.
 QZ0760.No vertical observational check was made to the station.
 QZ0760
 QZ0760.The geoid height was determined by GEOID03.
 QZ0760
 QZ0760;                    North         East    Units  Estimated Accuracy
 QZ0760;SPC ID W     -   462,170.      818,560.      MT  (+/- 180 meters Scaled)
 QZ0760
 QZ0760                          SUPERSEDED SURVEY CONTROL
 QZ0760
 QZ0760  NGVD 29 (03/27/06) 1172.54   (m)         3846.9    (f) RESET       3  
 QZ0760
 QZ0760.Superseded values are not recommended for survey control.
 QZ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0760.See file dsdata.txt to determine how the superseded data were derived.
 QZ0760
 QZ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL156758(NAD 83)
 QZ0760_MARKER: DV = VERTICAL CONTROL DISK
 QZ0760_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0760_SP_SET: ROCK OUTCROP
 QZ0760_STAMPING: 3796 BPR RESET 1978
 QZ0760_MARK LOGO: NGS   
 QZ0760_MAGNETIC: N = NO MAGNETIC MATERIAL
 QZ0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0760+STABILITY: POSITION/ELEVATION WELL
 QZ0760
 QZ0760  HISTORY     - Date     Condition        Report By
 QZ0760  HISTORY     - 1978     MONUMENTED       NGS
 QZ0760
 QZ0760                          STATION DESCRIPTION
 QZ0760
 QZ0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QZ0760'FROM THE ELK CITY POST OFFICE BY GOING WESTERLY TOWARD GRANGEVILLE, ON
 QZ0760'STATE HIGHWAY 14 FOR 5.8 MILES (9.3 KM) TO THE MARK ON THE RIGHT,
 QZ0760'0.15 MILE (0.24 KM) EAST OF THE JUNCTION LODGE, AT STATION 1555+50
 QZ0760'100 FEET (30.5 M) SOUTHEAST OF A DWELLING, 48 FEET (14.6 M) NORTH OF
 QZ0760'THE CENTER OF THE ROAD, 25 FEET (7.6 M) EAST OF THE DRIVEWAY, AND
 QZ0760'MARK PROJECTS 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0476 ***********************************************************************
 QZ0476  DESIGNATION -  3796.92
 QZ0476  PID         -  QZ0476
 QZ0476  STATE/COUNTY-  ID/IDAHO
 QZ0476  USGS QUAD   -  CENTER STAR MOUNTAIN (1995)
 QZ0476
 QZ0476                         *CURRENT SURVEY CONTROL
 QZ0476  ___________________________________________________________________
 QZ0476* NAD 83(1986)-  45 49 35.     (N)    115 30 40.     (W)     SCALED    
 QZ0476* NAVD 88     -      1171.014  (meters)    3841.90   (feet)  ADJUSTED  
 QZ0476  ___________________________________________________________________
 QZ0476  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 QZ0476  DYNAMIC HT  -        1170.692 (meters)    3840.85  (feet)  COMP
 QZ0476  MODELED GRAV-     980,300.5   (mgal)                       NAVD 88
 QZ0476
 QZ0476  VERT ORDER  -  FIRST     CLASS II
 QZ0476
 QZ0476.The horizontal coordinates were scaled from a topographic map and have
 QZ0476.an estimated accuracy of +/- 6 seconds.
 QZ0476
 QZ0476.The orthometric height was determined by differential leveling
 QZ0476.and adjusted by the National Geodetic Survey in June 1991..
 QZ0476
 QZ0476.The geoid height was determined by GEOID03.
 QZ0476
 QZ0476.The dynamic height is computed by dividing the NAVD 88
 QZ0476.geopotential number by the normal gravity value computed on the
 QZ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0476.degrees latitude (g = 980.6199 gals.).
 QZ0476
 QZ0476.The modeled gravity was interpolated from observed gravity values.
 QZ0476
 QZ0476;                    North         East    Units  Estimated Accuracy
 QZ0476;SPC ID W     -   462,170.      818,560.      MT  (+/- 180 meters Scaled)
 QZ0476
 QZ0476                          SUPERSEDED SURVEY CONTROL
 QZ0476
 QZ0476  NGVD 29 (??/??/92) 1169.925  (m)         3838.33   (f) ADJ UNCH    1 2
 QZ0476
 QZ0476.Superseded values are not recommended for survey control.
 QZ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0476.See file dsdata.txt to determine how the superseded data were derived.
 QZ0476
 QZ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL156758(NAD 83)
 QZ0476_MARKER: DD = SURVEY DISK
 QZ0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0476_SP_SET: CULVERT
 QZ0476_STAMPING: 3796.92 33
 QZ0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0476
 QZ0476  HISTORY     - Date     Condition        Report By
 QZ0476  HISTORY     - UNK      MONUMENTED       BPR
 QZ0476  HISTORY     - 1945     GOOD             NGS
 QZ0476
 QZ0476                          STATION DESCRIPTION
 QZ0476
 QZ0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0476'5.75 MI W FROM ELK CITY.
 QZ0476'ALONG CONNER - GRANGEVILLE ROAD, 5.75 MILES WEST OF THE POST OFFICE AT
 QZ0476'ELK CITY, 0.55 MILE WEST OF WHISKEY CREEK, 0.1 MILE EAST OF MOST
 QZ0476'EASTERLY OF A GROUPE OF LOG CABINS, 27.5 FEET NORTHWEST OF AND ACROSS
 QZ0476'ROAD FROM A 2 1/2 FOOT PINE TREE, 12.0 FEET NORTH OF CENTERLINE OF
 QZ0476'ROAD, 1.2 FOOT WEST OF EAST END OF HEAD-WALL, ABOUT THE SAME ELEVATION
 QZ0476'AS THE ROAD, SET IN TOP OF EAST END OF CONCRETE HEADWALL OF A 1 1/2
 QZ0476'FOOT IRON PIPE CULVERT UNDER ROAD.  BUREAU OF PUBLIC ROADS BRONZE
 QZ0476'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0310 ***********************************************************************
 SV0310  DESIGNATION -  38
 SV0310  PID         -  SV0310
 SV0310  STATE/COUNTY-  ID/BENEWAH
 SV0310  USGS QUAD   -  LINDSTROM PEAK (1995)
 SV0310
 SV0310                         *CURRENT SURVEY CONTROL
 SV0310  ___________________________________________________________________
 SV0310* NAD 83(1986)-  47 12 11.     (N)    116 33 00.     (W)     SCALED    
 SV0310* NAVD 88     -       769.337  (meters)    2524.07   (feet)  ADJUSTED  
 SV0310  ___________________________________________________________________
 SV0310  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 SV0310  DYNAMIC HT  -         769.306 (meters)    2523.96  (feet)  COMP
 SV0310  MODELED GRAV-     980,547.6   (mgal)                       NAVD 88
 SV0310
 SV0310  VERT ORDER  -  SECOND    CLASS 0
 SV0310
 SV0310.The horizontal coordinates were scaled from a topographic map and have
 SV0310.an estimated accuracy of +/- 6 seconds.
 SV0310
 SV0310.The orthometric height was determined by differential leveling
 SV0310.and adjusted by the National Geodetic Survey in June 1991..
 SV0310
 SV0310.The geoid height was determined by GEOID03.
 SV0310
 SV0310.The dynamic height is computed by dividing the NAVD 88
 SV0310.geopotential number by the normal gravity value computed on the
 SV0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0310.degrees latitude (g = 980.6199 gals.).
 SV0310
 SV0310.The modeled gravity was interpolated from observed gravity values.
 SV0310
 SV0310;                    North         East    Units  Estimated Accuracy
 SV0310;SPC ID W     -   615,480.      739,390.      MT  (+/- 180 meters Scaled)
 SV0310
 SV0310                          SUPERSEDED SURVEY CONTROL
 SV0310
 SV0310  NGVD 29 (??/??/92)  768.207  (m)         2520.36   (f) ADJ UNCH    2 0
 SV0310
 SV0310.Superseded values are not recommended for survey control.
 SV0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0310.See file dsdata.txt to determine how the superseded data were derived.
 SV0310
 SV0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN340278(NAD 83)
 SV0310_MARKER: P = PIPE CAP
 SV0310_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0310_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0310_STAMPING: 38-2523 FT. 1911
 SV0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0310
 SV0310  HISTORY     - Date     Condition        Report By
 SV0310  HISTORY     - 1911     MONUMENTED       USGS
 SV0310  HISTORY     - 1935     GOOD             NGS
 SV0310
 SV0310                          STATION DESCRIPTION
 SV0310
 SV0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0310'7.3 MI NW FROM SANTA.
 SV0310'7.3 MILES NORTHWEST OF, ALONG C.M.ST.P. AND P.R.R. FROM STATION.  AT
 SV0310'FLAT CREEK DAM.  ABOUT 500 FEET SOUTHEAST OF FLAT CREEK DAM MARKER.
 SV0310'ABOUT 300 FEET SOUTH OF CENTERLINE OF CHICAGO, MILWAUKEE, ST. PAUL AND
 SV0310'PACIFIC R.R.  60 FEET SOUTH OF SOUTH END OF DILAPIDATED BRIDGE OVER
 SV0310'ST. MARIES RIVER.  30.5 FEET WEST OF CENTERLINE OF DIM ROAD LEADING TO
 SV0310'BRIDGE.  0.1 MILE SOUTHEAST OF M.P.15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0551 ***********************************************************************
 PZ0551  DESIGNATION -  38
 PZ0551  PID         -  PZ0551
 PZ0551  STATE/COUNTY-  ID/LEMHI
 PZ0551  USGS QUAD   -  MAY (1989)
 PZ0551
 PZ0551                         *CURRENT SURVEY CONTROL
 PZ0551  ___________________________________________________________________
 PZ0551* NAD 83(1986)-  44 36 16.     (N)    113 54 39.     (W)     SCALED    
 PZ0551* NAVD 88     -      1545.924  (meters)    5071.92   (feet)  ADJUSTED  
 PZ0551  ___________________________________________________________________
 PZ0551  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 PZ0551  DYNAMIC HT  -        1545.121 (meters)    5069.28  (feet)  COMP
 PZ0551  MODELED GRAV-     980,045.6   (mgal)                       NAVD 88
 PZ0551
 PZ0551  VERT ORDER  -  SECOND    CLASS 0
 PZ0551
 PZ0551.The horizontal coordinates were scaled from a topographic map and have
 PZ0551.an estimated accuracy of +/- 6 seconds.
 PZ0551
 PZ0551.The orthometric height was determined by differential leveling
 PZ0551.and adjusted by the National Geodetic Survey in June 1991..
 PZ0551
 PZ0551.The geoid height was determined by GEOID03.
 PZ0551
 PZ0551.The dynamic height is computed by dividing the NAVD 88
 PZ0551.geopotential number by the normal gravity value computed on the
 PZ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0551.degrees latitude (g = 980.6199 gals.).
 PZ0551
 PZ0551.The modeled gravity was interpolated from observed gravity values.
 PZ0551
 PZ0551;                    North         East    Units  Estimated Accuracy
 PZ0551;SPC ID C     -   326,360.      507,080.      MT  (+/- 180 meters Scaled)
 PZ0551
 PZ0551                          SUPERSEDED SURVEY CONTROL
 PZ0551
 PZ0551  NGVD 29 (??/??/92) 1544.673  (m)         5067.81   (f) ADJ UNCH    2 0
 PZ0551
 PZ0551.Superseded values are not recommended for survey control.
 PZ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0551.See file dsdata.txt to determine how the superseded data were derived.
 PZ0551
 PZ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ690431(NAD 83)
 PZ0551_MARKER: DD = SURVEY DISK
 PZ0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0551_SP_SET: PLATFORM
 PZ0551_STAMPING: 38 1932
 PZ0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0551
 PZ0551  HISTORY     - Date     Condition        Report By
 PZ0551  HISTORY     - 1932     MONUMENTED       USGS
 PZ0551  HISTORY     - 1948     GOOD             NGS
 PZ0551
 PZ0551                          STATION DESCRIPTION
 PZ0551
 PZ0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0551'IN MAY.
 PZ0551'AT MAY, AT THE SOUTHEAST CORNER OF THE MAY GROCERY, 18.5 FEET SOUTH OF
 PZ0551'THE CENTER LINE OF THE MAIN ENTRANCE, 0.8 FOOT NORTH OF THE SOUTHEAST
 PZ0551'CORNER OF THE BUILDING, 0.4 FOOT EAST OF THE EAST WALL, SET IN THE TOP
 PZ0551'OF THE CONCRETE PLATFORM IN FRONT OF THE BUILDING PROJECTING 0.2 FOOT
 PZ0551'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0150 ***********************************************************************
 NV0150  DESIGNATION -  38 35 49 N
 NV0150  PID         -  NV0150
 NV0150  STATE/COUNTY-  ID/TWIN FALLS
 NV0150  USGS QUAD   -  STRICKER BUTTE (1979)
 NV0150
 NV0150                         *CURRENT SURVEY CONTROL
 NV0150  ___________________________________________________________________
 NV0150* NAD 83(1986)-  42 29 50.     (N)    114 18 20.     (W)     SCALED    
 NV0150* NAVD 88     -      1246.077  (meters)    4088.17   (feet)  ADJUSTED  
 NV0150  ___________________________________________________________________
 NV0150  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 NV0150  DYNAMIC HT  -        1245.378 (meters)    4085.88  (feet)  COMP
 NV0150  MODELED GRAV-     980,016.9   (mgal)                       NAVD 88
 NV0150
 NV0150  VERT ORDER  -  SECOND    CLASS 0
 NV0150
 NV0150.The horizontal coordinates were scaled from a topographic map and have
 NV0150.an estimated accuracy of +/- 6 seconds.
 NV0150
 NV0150.The orthometric height was determined by differential leveling
 NV0150.and adjusted by the National Geodetic Survey in June 1991..
 NV0150
 NV0150.The geoid height was determined by GEOID03.
 NV0150
 NV0150.The dynamic height is computed by dividing the NAVD 88
 NV0150.geopotential number by the normal gravity value computed on the
 NV0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0150.degrees latitude (g = 980.6199 gals.).
 NV0150
 NV0150.The modeled gravity was interpolated from observed gravity values.
 NV0150
 NV0150;                    North         East    Units  Estimated Accuracy
 NV0150;SPC ID C     -    92,290.      474,880.      MT  (+/- 180 meters Scaled)
 NV0150
 NV0150                          SUPERSEDED SURVEY CONTROL
 NV0150
 NV0150  NGVD 29 (??/??/92) 1245.13   (m)         4085.1    (f) COMPUTED    2 0
 NV0150
 NV0150.Superseded values are not recommended for survey control.
 NV0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0150.See file dsdata.txt to determine how the superseded data were derived.
 NV0150
 NV0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH214085(NAD 83)
 NV0150_MARKER: DD = SURVEY DISK
 NV0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0150_SP_SET: HEADWALL
 NV0150_STAMPING: 38-35-49N
 NV0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0150
 NV0150  HISTORY     - Date     Condition        Report By
 NV0150  HISTORY     - UNK      MONUMENTED       LOCENG
 NV0150  HISTORY     - 1958     GOOD             NGS
 NV0150  HISTORY     - 1979     MARK NOT FOUND   USGS
 NV0150
 NV0150                          STATION DESCRIPTION
 NV0150
 NV0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NV0150'2.5 MI S FROM HANSEN.
 NV0150'2.5 MILES SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCTION OF U. S.
 NV0150'HIGHWAY 30 AT HANSEN, AT THE CROSSING OF LOW LINE CANAL AND LATERAL
 NV0150'28-3, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL FOR THE
 NV0150'LATERAL, 19 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, AND LEVEL
 NV0150'WITH THE ROAD.
 NV0150
 NV0150                          STATION RECOVERY (1979)
 NV0150
 NV0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NV0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0149 ***********************************************************************
 NV0149  DESIGNATION -  38 35 59 N
 NV0149  PID         -  NV0149
 NV0149  STATE/COUNTY-  ID/TWIN FALLS
 NV0149  USGS QUAD   -  STRICKER BUTTE (1979)
 NV0149
 NV0149                         *CURRENT SURVEY CONTROL
 NV0149  ___________________________________________________________________
 NV0149* NAD 83(1986)-  42 29 54.     (N)    114 18 20.     (W)     SCALED    
 NV0149* NAVD 88     -      1245.877  (meters)    4087.51   (feet)  ADJUSTED  
 NV0149  ___________________________________________________________________
 NV0149  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 NV0149  DYNAMIC HT  -        1245.178 (meters)    4085.22  (feet)  COMP
 NV0149  MODELED GRAV-     980,017.2   (mgal)                       NAVD 88
 NV0149
 NV0149  VERT ORDER  -  SECOND    CLASS 0
 NV0149
 NV0149.The horizontal coordinates were scaled from a topographic map and have
 NV0149.an estimated accuracy of +/- 6 seconds.
 NV0149
 NV0149.The orthometric height was determined by differential leveling
 NV0149.and adjusted by the National Geodetic Survey in June 1991..
 NV0149
 NV0149.The geoid height was determined by GEOID03.
 NV0149
 NV0149.The dynamic height is computed by dividing the NAVD 88
 NV0149.geopotential number by the normal gravity value computed on the
 NV0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0149.degrees latitude (g = 980.6199 gals.).
 NV0149
 NV0149.The modeled gravity was interpolated from observed gravity values.
 NV0149
 NV0149;                    North         East    Units  Estimated Accuracy
 NV0149;SPC ID C     -    92,420.      474,880.      MT  (+/- 180 meters Scaled)
 NV0149
 NV0149                          SUPERSEDED SURVEY CONTROL
 NV0149
 NV0149  NGVD 29 (??/??/92) 1244.93   (m)         4084.4    (f) COMPUTED    2 0
 NV0149
 NV0149.Superseded values are not recommended for survey control.
 NV0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0149.See file dsdata.txt to determine how the superseded data were derived.
 NV0149
 NV0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH214086(NAD 83)
 NV0149_MARKER: DD = SURVEY DISK
 NV0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0149_SP_SET: SIPHON
 NV0149_STAMPING: 38-35-59 N
 NV0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0149
 NV0149  HISTORY     - Date     Condition        Report By
 NV0149  HISTORY     - UNK      MONUMENTED       LOCENG
 NV0149  HISTORY     - 1958     GOOD             NGS
 NV0149
 NV0149                          STATION DESCRIPTION
 NV0149
 NV0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NV0149'2.4 MI S FROM HANSEN.
 NV0149'ABOUT 2.4 MILES SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCTION OF U.S.
 NV0149'HIGHWAY 30 AT HANSEN, IN THE TOP OF THE EAST HEAD WALL OF AN
 NV0149'IRRIGATION SIPHON UNDER THE ROAD, 80 FEET NORTHEAST AND ACROSS THE
 NV0149'ROAD FROM A BRICK GATE POST THAT IS AT THE NORTH END OF A GATE, 20
 NV0149'FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 6 INCHES LOWER THAN
 NV0149'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0410 ***********************************************************************
 QZ0410  DESIGNATION -  38 A
 QZ0410  PID         -  QZ0410
 QZ0410  STATE/COUNTY-  ID/IDAHO
 QZ0410  USGS QUAD   -  BURGDORF SUMMIT (1989)
 QZ0410
 QZ0410                         *CURRENT SURVEY CONTROL
 QZ0410  ___________________________________________________________________
 QZ0410* NAD 83(1986)-  45 19 30.     (N)    115 30 11.     (W)     SCALED    
 QZ0410* NAVD 88     -       739.356  (meters)    2425.70   (feet)  ADJUSTED  
 QZ0410  ___________________________________________________________________
 QZ0410  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 QZ0410  DYNAMIC HT  -         738.903 (meters)    2424.22  (feet)  COMP
 QZ0410  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 QZ0410
 QZ0410  VERT ORDER  -  SECOND    CLASS 0
 QZ0410
 QZ0410.The horizontal coordinates were scaled from a topographic map and have
 QZ0410.an estimated accuracy of +/- 6 seconds.
 QZ0410
 QZ0410.The orthometric height was determined by differential leveling
 QZ0410.and adjusted by the National Geodetic Survey in June 1991..
 QZ0410
 QZ0410.The geoid height was determined by GEOID03.
 QZ0410
 QZ0410.The dynamic height is computed by dividing the NAVD 88
 QZ0410.geopotential number by the normal gravity value computed on the
 QZ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0410.degrees latitude (g = 980.6199 gals.).
 QZ0410
 QZ0410.The modeled gravity was interpolated from observed gravity values.
 QZ0410
 QZ0410;                    North         East    Units  Estimated Accuracy
 QZ0410;SPC ID W     -   406,450.      819,360.      MT  (+/- 180 meters Scaled)
 QZ0410
 QZ0410                          SUPERSEDED SURVEY CONTROL
 QZ0410
 QZ0410  NGVD 29 (??/??/92)  737.996  (m)         2421.24   (f) ADJ UNCH    2 0
 QZ0410
 QZ0410.Superseded values are not recommended for survey control.
 QZ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0410.See file dsdata.txt to determine how the superseded data were derived.
 QZ0410
 QZ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL173201(NAD 83)
 QZ0410_MARKER: DD = SURVEY DISK
 QZ0410_SETTING: 80 = SET IN A BOULDER
 QZ0410_SP_SET: BOULDER
 QZ0410_STAMPING: 38 A 1939
 QZ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0410+STABILITY: SURFACE MOTION
 QZ0410
 QZ0410  HISTORY     - Date     Condition        Report By
 QZ0410  HISTORY     - 1939     MONUMENTED       USGS
 QZ0410  HISTORY     - 1948     GOOD             NGS
 QZ0410
 QZ0410                          STATION DESCRIPTION
 QZ0410
 QZ0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QZ0410'5.0 MI S FROM MACKAY BAR.
 QZ0410'ABOUT 5.0 MILES SOUTH ALONG THE SOUTH FORK TRAIL FROM THE COMMISSARY
 QZ0410'AT MACKAY BAR, AT A PROMINENT ROCK BLUFF, 23.5 FEET WEST OF THE CENTER
 QZ0410'LINE OF THE TRAIL, 6.5 FEET NORTH OF A LARGE LONE PINE TREE WITH A
 QZ0410'TRIANGULAR BLAZE, SET IN THE TOP OF A GRANITE BOULDER PROJECTING 0.1
 QZ0410'FOOT ABOVE THE GROUND AND ABOUT 6 FEET BELOW THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0507 ***********************************************************************
 NW0507  DESIGNATION -  38 EMH
 NW0507  PID         -  NW0507
 NW0507  STATE/COUNTY-  ID/OWYHEE
 NW0507  USGS QUAD   -  LOST VALLEY (1972)
 NW0507
 NW0507                         *CURRENT SURVEY CONTROL
 NW0507  ___________________________________________________________________
 NW0507* NAD 83(1986)-  42 27 49.     (N)    116 18 16.     (W)     SCALED    
 NW0507* NAVD 88     -      1757.375  (meters)    5765.65   (feet)  POSTED    
 NW0507  ___________________________________________________________________
 NW0507  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0507  DYNAMIC HT  -        1756.170 (meters)    5761.70  (feet)  COMP
 NW0507  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 NW0507
 NW0507  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0507
 NW0507.The horizontal coordinates were scaled from a topographic map and have
 NW0507.an estimated accuracy of +/- 6 seconds.
 NW0507
 NW0507.The orthometric height was determined by differential leveling
 NW0507.and adjusted by the National Geodetic Survey in 1992..
 NW0507.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0507.rate of 0.0 thru 1.0 mm/km.
 NW0507
 NW0507.The geoid height was determined by GEOID03.
 NW0507
 NW0507.The dynamic height is computed by dividing the NAVD 88
 NW0507.geopotential number by the normal gravity value computed on the
 NW0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0507.degrees latitude (g = 980.6199 gals.).
 NW0507
 NW0507.The modeled gravity was interpolated from observed gravity values.
 NW0507
 NW0507;                    North         East    Units  Estimated Accuracy
 NW0507;SPC ID W     -    88,660.      754,400.      MT  (+/- 180 meters Scaled)
 NW0507
 NW0507                          SUPERSEDED SURVEY CONTROL
 NW0507
 NW0507.No superseded survey control is available for this station.
 NW0507
 NW0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH571014(NAD 83)
 NW0507_MARKER: DD = SURVEY DISK
 NW0507_SETTING: 66 = SET IN ROCK OUTCROP
 NW0507_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0507_STAMPING: 38 EMH 1972 5762
 NW0507_MARK LOGO: USGS  
 NW0507_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0507+STABILITY: POSITION/ELEVATION WELL
 NW0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0507+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0507
 NW0507  HISTORY     - Date     Condition        Report By
 NW0507  HISTORY     - 1972     MONUMENTED       USGS
 NW0507
 NW0507                          STATION DESCRIPTION
 NW0507
 NW0507'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0507'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0507'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0507'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0507'TRACK ROAD, THENCE 14.8 MILES SOUTHEAST ALONG TRACK ROAD, 1.7 MILES
 NW0507'EAST OF UPPER BATTLE CREEK CROSSING, 173 FEET NORTHWEST OF A LONE
 NW0507'BUSH, 41 FEET SOUTHWEST AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 NW0507'ROAD, SET IN A ROCK OUTCROP PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0464 ***********************************************************************
 NW0464  DESIGNATION -  38 FMK
 NW0464  PID         -  NW0464
 NW0464  STATE/COUNTY-  ID/OWYHEE
 NW0464  USGS QUAD   -  TOY PASS (1990)
 NW0464
 NW0464                         *CURRENT SURVEY CONTROL
 NW0464  ___________________________________________________________________
 NW0464* NAD 83(1986)-  42 56 29.     (N)    116 30 36.     (W)     SCALED    
 NW0464* NAVD 88     -      1311.390  (meters)    4302.45   (feet)  POSTED    
 NW0464  ___________________________________________________________________
 NW0464  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 NW0464  DYNAMIC HT  -        1310.660 (meters)    4300.06  (feet)  COMP
 NW0464  MODELED GRAV-     980,017.3   (mgal)                       NAVD 88
 NW0464
 NW0464  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0464
 NW0464.The horizontal coordinates were scaled from a topographic map and have
 NW0464.an estimated accuracy of +/- 6 seconds.
 NW0464
 NW0464.The orthometric height was determined by differential leveling
 NW0464.and adjusted by the National Geodetic Survey in 1992..
 NW0464.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0464.rate of 1.1 thru 2.0 mm/km.
 NW0464
 NW0464.The geoid height was determined by GEOID03.
 NW0464
 NW0464.The dynamic height is computed by dividing the NAVD 88
 NW0464.geopotential number by the normal gravity value computed on the
 NW0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0464.degrees latitude (g = 980.6199 gals.).
 NW0464
 NW0464.The modeled gravity was interpolated from observed gravity values.
 NW0464
 NW0464;                    North         East    Units  Estimated Accuracy
 NW0464;SPC ID W     -   141,870.      737,970.      MT  (+/- 180 meters Scaled)
 NW0464
 NW0464                          SUPERSEDED SURVEY CONTROL
 NW0464
 NW0464.No superseded survey control is available for this station.
 NW0464
 NW0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH399544(NAD 83)
 NW0464_MARKER: DD = SURVEY DISK
 NW0464_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NW0464_SP_SET: UNSPECIFIED ROCK
 NW0464_STAMPING: 38 FMK 1964
 NW0464_MARK LOGO: USGS  
 NW0464_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0464+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0464
 NW0464  HISTORY     - Date     Condition        Report By
 NW0464  HISTORY     - 1964     MONUMENTED       USGS
 NW0464
 NW0464                          STATION DESCRIPTION
 NW0464
 NW0464'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0464'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0464'COUNTY ROAD, THENCE 10.0 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0464'ROAD, 66 FEET EAST OF THE CENTERLINE OF THE ROAD, 4.5 FEET SOUTHWEST
 NW0464'OF A WITNESS POST, IN THE TOP OF A ROCK PROJECTING 0.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0564 ***********************************************************************
 NW0564  DESIGNATION -  38 MDC
 NW0564  PID         -  NW0564
 NW0564  STATE/COUNTY-  ID/OWYHEE
 NW0564  USGS QUAD   -  SLACK MOUNTAIN (1973)
 NW0564
 NW0564                         *CURRENT SURVEY CONTROL
 NW0564  ___________________________________________________________________
 NW0564* NAD 83(1986)-  42 35 18.     (N)    116 38 00.     (W)     SCALED    
 NW0564* NAVD 88     -      1645.572  (meters)    5398.85   (feet)  POSTED    
 NW0564  ___________________________________________________________________
 NW0564  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 NW0564  DYNAMIC HT  -        1644.500 (meters)    5395.33  (feet)  COMP
 NW0564  MODELED GRAV-     979,909.3   (mgal)                       NAVD 88
 NW0564
 NW0564  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0564
 NW0564.The horizontal coordinates were scaled from a topographic map and have
 NW0564.an estimated accuracy of +/- 6 seconds.
 NW0564
 NW0564.The orthometric height was determined by differential leveling
 NW0564.and adjusted by the National Geodetic Survey in 1992..
 NW0564.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0564.rate of 0.0 thru 1.0 mm/km.
 NW0564
 NW0564.The geoid height was determined by GEOID03.
 NW0564
 NW0564.The dynamic height is computed by dividing the NAVD 88
 NW0564.geopotential number by the normal gravity value computed on the
 NW0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0564.degrees latitude (g = 980.6199 gals.).
 NW0564
 NW0564.The modeled gravity was interpolated from observed gravity values.
 NW0564
 NW0564;                    North         East    Units  Estimated Accuracy
 NW0564;SPC ID W     -   102,750.      727,500.      MT  (+/- 180 meters Scaled)
 NW0564
 NW0564                          SUPERSEDED SURVEY CONTROL
 NW0564
 NW0564.No superseded survey control is available for this station.
 NW0564
 NW0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH300151(NAD 83)
 NW0564_MARKER: DD = SURVEY DISK
 NW0564_SETTING: 80 = SET IN A BOULDER
 NW0564_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 NW0564_STAMPING: 38 MDC 1973 5395
 NW0564_MARK LOGO: USGS  
 NW0564_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0564+STABILITY: SURFACE MOTION
 NW0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0564+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0564
 NW0564  HISTORY     - Date     Condition        Report By
 NW0564  HISTORY     - 1972     MONUMENTED       USGS
 NW0564
 NW0564                          STATION DESCRIPTION
 NW0564
 NW0564'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0564'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0564'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0564'12.5 MILES NORTH ALONG MUD FLAT ROAD, 6.0 MILES WEST OF MUD FLAT
 NW0564'RESOURCE AREA FIELD STATION, AT A Y-ROAD TO THE NORTHWEST INTO A LARGE
 NW0564'VALLEY, 42 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT HIGHER
 NW0564'THAN THE ROAD BED, CEMENTED IN A BOULDER PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0761 ***********************************************************************
 QZ0761  DESIGNATION -  3804 RESET
 QZ0761  PID         -  QZ0761
 QZ0761  STATE/COUNTY-  ID/IDAHO
 QZ0761  USGS QUAD   -  CENTER STAR MOUNTAIN (1995)
 QZ0761
 QZ0761                         *CURRENT SURVEY CONTROL
 QZ0761  ___________________________________________________________________
 QZ0761* NAD 83(1986)-  45 49 27.     (N)    115 32 01.     (W)     SCALED    
 QZ0761* NAVD 88     -      1169.04   (meters)    3835.4    (feet)  RESET     
 QZ0761  ___________________________________________________________________
 QZ0761  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 QZ0761
 QZ0761  VERT ORDER  -  THIRD
 QZ0761
 QZ0761.The horizontal coordinates were scaled from a topographic map and have
 QZ0761.an estimated accuracy of +/- 6 seconds.
 QZ0761
 QZ0761.The orthometric height was computed from unverified reset data.
 QZ0761.No vertical observational check was made to the station.
 QZ0761
 QZ0761.The geoid height was determined by GEOID03.
 QZ0761
 QZ0761;                    North         East    Units  Estimated Accuracy
 QZ0761;SPC ID W     -   461,920.      816,810.      MT  (+/- 180 meters Scaled)
 QZ0761
 QZ0761                          SUPERSEDED SURVEY CONTROL
 QZ0761
 QZ0761  NGVD 29 (03/27/06) 1167.95   (m)         3831.8    (f) RESET       3  
 QZ0761
 QZ0761.Superseded values are not recommended for survey control.
 QZ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0761.See file dsdata.txt to determine how the superseded data were derived.
 QZ0761
 QZ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL139755(NAD 83)
 QZ0761_MARKER: DV = VERTICAL CONTROL DISK
 QZ0761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QZ0761_SP_SET: MASSIVE STRUCTURE
 QZ0761_STAMPING: 3804 BPR RESET 1978
 QZ0761_MARK LOGO: NGS   
 QZ0761_MAGNETIC: N = NO MAGNETIC MATERIAL
 QZ0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QZ0761
 QZ0761  HISTORY     - Date     Condition        Report By
 QZ0761  HISTORY     - 1978     MONUMENTED       NGS
 QZ0761
 QZ0761                          STATION DESCRIPTION
 QZ0761
 QZ0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QZ0761'FROM THE ELK CITY POST OFFICE BY GOING WESTERLY TOWARD GRANGEVILLE, ON
 QZ0761'STATE HIGHWAY 14 FOR 6.0 MILES (9.7 KM) TO THE JUNCTION LODGE,
 QZ0761'CONTINUE WEST ON THE HIGHWAY FOR 0.9 MILES (1.4 KM) TO THE MARK ON
 QZ0761'THE LEFT, ON THE OUTSIDE OF A CURVE, AT THE STEEL AND CONCRETE BRIDGE
 QZ0761'OVER THE SOUTH FORK CLEARWATER RIVER ON THE ROAD TO BUFFALO HUMP,
 QZ0761'0.05 MILE (0.08 KM) SOUTHWEST OF MILEPOST NO 43, 40 FEET (12.2 M)
 QZ0761'SOUTH OF THE CENTER OF THE HIGHWAY, 10 FEET (3.0 M) WEST OF THE CENTER
 QZ0761'OF THE BRIDGE, 6 FEET (1.8 M) SOUTHEAST OF A POWER POLE WITH A
 QZ0761'WITNESS SIGN NAILED ON IT, IN THE NORTHWEST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0478 ***********************************************************************
 QZ0478  DESIGNATION -  3804.42
 QZ0478  PID         -  QZ0478
 QZ0478  STATE/COUNTY-  ID/IDAHO
 QZ0478  USGS QUAD   -  CENTER STAR MOUNTAIN (1995)
 QZ0478
 QZ0478                         *CURRENT SURVEY CONTROL
 QZ0478  ___________________________________________________________________
 QZ0478* NAD 83(1986)-  45 49 27.     (N)    115 32 01.     (W)     SCALED    
 QZ0478* NAVD 88     -      1165.082  (meters)    3822.44   (feet)  ADJUSTED  
 QZ0478  ___________________________________________________________________
 QZ0478  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 QZ0478  DYNAMIC HT  -        1164.762 (meters)    3821.39  (feet)  COMP
 QZ0478  MODELED GRAV-     980,300.8   (mgal)                       NAVD 88
 QZ0478
 QZ0478  VERT ORDER  -  FIRST     CLASS II
 QZ0478
 QZ0478.The horizontal coordinates were scaled from a topographic map and have
 QZ0478.an estimated accuracy of +/- 6 seconds.
 QZ0478
 QZ0478.The orthometric height was determined by differential leveling
 QZ0478.and adjusted by the National Geodetic Survey in June 1991..
 QZ0478
 QZ0478.The geoid height was determined by GEOID03.
 QZ0478
 QZ0478.The dynamic height is computed by dividing the NAVD 88
 QZ0478.geopotential number by the normal gravity value computed on the
 QZ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0478.degrees latitude (g = 980.6199 gals.).
 QZ0478
 QZ0478.The modeled gravity was interpolated from observed gravity values.
 QZ0478
 QZ0478;                    North         East    Units  Estimated Accuracy
 QZ0478;SPC ID W     -   461,920.      816,810.      MT  (+/- 180 meters Scaled)
 QZ0478
 QZ0478                          SUPERSEDED SURVEY CONTROL
 QZ0478
 QZ0478  NGVD 29 (??/??/92) 1163.992  (m)         3818.86   (f) ADJ UNCH    1 2
 QZ0478
 QZ0478.Superseded values are not recommended for survey control.
 QZ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0478.See file dsdata.txt to determine how the superseded data were derived.
 QZ0478
 QZ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL139755(NAD 83)
 QZ0478_MARKER: DD = SURVEY DISK
 QZ0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0478_SP_SET: CULVERT
 QZ0478_STAMPING: 3804.42 33
 QZ0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0478
 QZ0478  HISTORY     - Date     Condition        Report By
 QZ0478  HISTORY     - UNK      MONUMENTED       BPR
 QZ0478  HISTORY     - 1945     GOOD             NGS
 QZ0478
 QZ0478                          STATION DESCRIPTION
 QZ0478
 QZ0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0478'7.0 MI W FROM ELK CITY.
 QZ0478'ALONG CONNER - GRANGEVILLE ROAD, 7.0 MILES WEST OF THE POST OFFICE AT
 QZ0478'ELK CITY, 0.3 MILE SOUTHWEST OF STEEL BRIDGE OVER SOUTH FORK OF
 QZ0478'CLEARWATER RIVER FOR ROAD LEADING TO OROGRANDE AND BUFFALO HUMP, ABOUT
 QZ0478'MIDWAY OF TWO CURVES, 9.0 FEET NORTH OF CENTERLINE OF ROAD, 1.2 FOOT
 QZ0478'WEST OF EAST END OF HEAD-WALL, ABOUT 0.5 FOOT BELOW THE ROAD, SET IN
 QZ0478'TOP OF THE EAST END OF THE NORTH CONCRETE HEAD-WALL OF A 1 1/2 FOOT
 QZ0478'IRON PIPE CULVERT UNDER THE ROAD.  BUREAU OF PUBLIC ROADS BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0762 ***********************************************************************
 QZ0762  DESIGNATION -  3805 RESET
 QZ0762  PID         -  QZ0762
 QZ0762  STATE/COUNTY-  ID/IDAHO
 QZ0762  USGS QUAD   -  CENTER STAR MOUNTAIN (1995)
 QZ0762
 QZ0762                         *CURRENT SURVEY CONTROL
 QZ0762  ___________________________________________________________________
 QZ0762* NAD 83(1986)-  45 49 39.     (N)    115 30 06.     (W)     SCALED    
 QZ0762* NAVD 88     -      1177.59   (meters)    3863.5    (feet)  RESET     
 QZ0762  ___________________________________________________________________
 QZ0762  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 QZ0762
 QZ0762  VERT ORDER  -  THIRD
 QZ0762
 QZ0762.The horizontal coordinates were scaled from a topographic map and have
 QZ0762.an estimated accuracy of +/- 6 seconds.
 QZ0762
 QZ0762.The orthometric height was computed from unverified reset data.
 QZ0762.No vertical observational check was made to the station.
 QZ0762
 QZ0762.The geoid height was determined by GEOID03.
 QZ0762
 QZ0762;                    North         East    Units  Estimated Accuracy
 QZ0762;SPC ID W     -   462,300.      819,300.      MT  (+/- 180 meters Scaled)
 QZ0762
 QZ0762                          SUPERSEDED SURVEY CONTROL
 QZ0762
 QZ0762  NGVD 29 (03/27/06) 1176.50   (m)         3859.9    (f) RESET       3  
 QZ0762
 QZ0762.Superseded values are not recommended for survey control.
 QZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0762.See file dsdata.txt to determine how the superseded data were derived.
 QZ0762
 QZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL163759(NAD 83)
 QZ0762_MARKER: DV = VERTICAL CONTROL DISK
 QZ0762_SETTING: 80 = SET IN A BOULDER
 QZ0762_SP_SET: BOULDER
 QZ0762_STAMPING: 3805 BPR RESET 1978
 QZ0762_MARK LOGO: NGS   
 QZ0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 QZ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0762+STABILITY: SURFACE MOTION
 QZ0762
 QZ0762  HISTORY     - Date     Condition        Report By
 QZ0762  HISTORY     - 1978     MONUMENTED       NGS
 QZ0762
 QZ0762                          STATION DESCRIPTION
 QZ0762
 QZ0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QZ0762'FROM THE ELK CITY POST OFFICE BY GOING WESTERLY, TOWARD GRANGEVILLE,
 QZ0762'ON STATE HIGHWAY 14 FOR 5.3 MILES (8.5 KM) TO THE MARK ON THE RIGHT,
 QZ0762'0.7 MILES (1.1 KM) EAST OF THE JUNCTION LODGE, NEAR STATION 1584, 125
 QZ0762'FEET (38.1 M) WEST OF A LOG CABIN, 40 FEET (12.2 M) NORTH OF THE
 QZ0762'CENTER OF THE ROAD, 30 FEET (9.1 M) WEST OF A CREEK, 19 FEET (5.8 M)
 QZ0762'SOUTH OF A FENCE, AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0475 ***********************************************************************
 QZ0475  DESIGNATION -  3805.71
 QZ0475  PID         -  QZ0475
 QZ0475  STATE/COUNTY-  ID/IDAHO
 QZ0475  USGS QUAD   -  CENTER STAR MOUNTAIN (1995)
 QZ0475
 QZ0475                         *CURRENT SURVEY CONTROL
 QZ0475  ___________________________________________________________________
 QZ0475* NAD 83(1986)-  45 49 39.     (N)    115 30 06.     (W)     SCALED    
 QZ0475* NAVD 88     -      1173.681  (meters)    3850.65   (feet)  ADJUSTED  
 QZ0475  ___________________________________________________________________
 QZ0475  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 QZ0475  DYNAMIC HT  -        1173.359 (meters)    3849.60  (feet)  COMP
 QZ0475  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 QZ0475
 QZ0475  VERT ORDER  -  FIRST     CLASS II
 QZ0475
 QZ0475.The horizontal coordinates were scaled from a topographic map and have
 QZ0475.an estimated accuracy of +/- 6 seconds.
 QZ0475
 QZ0475.The orthometric height was determined by differential leveling
 QZ0475.and adjusted by the National Geodetic Survey in June 1991..
 QZ0475
 QZ0475.The geoid height was determined by GEOID03.
 QZ0475
 QZ0475.The dynamic height is computed by dividing the NAVD 88
 QZ0475.geopotential number by the normal gravity value computed on the
 QZ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0475.degrees latitude (g = 980.6199 gals.).
 QZ0475
 QZ0475.The modeled gravity was interpolated from observed gravity values.
 QZ0475
 QZ0475;                    North         East    Units  Estimated Accuracy
 QZ0475;SPC ID W     -   462,300.      819,300.      MT  (+/- 180 meters Scaled)
 QZ0475
 QZ0475                          SUPERSEDED SURVEY CONTROL
 QZ0475
 QZ0475  NGVD 29 (??/??/92) 1172.594  (m)         3847.09   (f) ADJ UNCH    1 2
 QZ0475
 QZ0475.Superseded values are not recommended for survey control.
 QZ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0475.See file dsdata.txt to determine how the superseded data were derived.
 QZ0475
 QZ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL163759(NAD 83)
 QZ0475_MARKER: DD = SURVEY DISK
 QZ0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0475_SP_SET: CULVERT
 QZ0475_STAMPING: 3805.71 33
 QZ0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0475
 QZ0475  HISTORY     - Date     Condition        Report By
 QZ0475  HISTORY     - UNK      MONUMENTED       BPR
 QZ0475  HISTORY     - 1945     GOOD             NGS
 QZ0475
 QZ0475                          STATION DESCRIPTION
 QZ0475
 QZ0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0475'5.2 MI W FROM ELK CITY.
 QZ0475'ALONG CONNER - GRANGEVILLE ROAD, 5.2 MILES WEST OF THE POST OFFICE AT
 QZ0475'ELK CITY, AT CROSSING OF WHISKEY CREEK, 45.0 FEET SOUTHWEST OF A 2 1/2
 QZ0475'FOOT FIR TREE WHICH IS STANDING IN THE FRONT YARD OF A MINERS
 QZ0475'DWELLING, 12.5 FEET NORTH OF CENTERLINE OF ROAD, 1.8 FOOT WEST OF EAST
 QZ0475'END OF HEAD-WALL, ABOUT 1-FOOT BELOW ROAD, SET IN THE TOP OF THE EAST
 QZ0475'END OF THE NORTH CONCRETE HEAD-WALL OF A DOUBLE 3-FOOT IRON PIPE
 QZ0475'CULVERT UNDER THE ROAD.  BUREAU OF PUBLIC ROADS BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0341 ***********************************************************************
 QY0341  DESIGNATION -  3807.7
 QY0341  PID         -  QY0341
 QY0341  STATE/COUNTY-  ID/LEMHI
 QY0341  USGS QUAD   -  BIRD CREEK (1966)
 QY0341
 QY0341                         *CURRENT SURVEY CONTROL
 QY0341  ___________________________________________________________________
 QY0341* NAD 83(1986)-  45 16 24.     (N)    113 53 35.     (W)     SCALED    
 QY0341* NAVD 88     -      1162.071  (meters)    3812.56   (feet)  ADJUSTED  
 QY0341  ___________________________________________________________________
 QY0341  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 QY0341  DYNAMIC HT  -        1161.640 (meters)    3811.15  (feet)  COMP
 QY0341  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 QY0341
 QY0341  VERT ORDER  -  FIRST     CLASS II
 QY0341
 QY0341.The horizontal coordinates were scaled from a topographic map and have
 QY0341.an estimated accuracy of +/- 6 seconds.
 QY0341
 QY0341.The orthometric height was determined by differential leveling
 QY0341.and adjusted by the National Geodetic Survey in June 1991..
 QY0341
 QY0341.The geoid height was determined by GEOID03.
 QY0341
 QY0341.The dynamic height is computed by dividing the NAVD 88
 QY0341.geopotential number by the normal gravity value computed on the
 QY0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0341.degrees latitude (g = 980.6199 gals.).
 QY0341
 QY0341.The modeled gravity was interpolated from observed gravity values.
 QY0341
 QY0341;                    North         East    Units  Estimated Accuracy
 QY0341;SPC ID C     -   400,690.      508,390.      MT  (+/- 180 meters Scaled)
 QY0341
 QY0341                          SUPERSEDED SURVEY CONTROL
 QY0341
 QY0341  NGVD 29 (??/??/92) 1160.925  (m)         3808.80   (f) ADJ UNCH    1 2
 QY0341
 QY0341.Superseded values are not recommended for survey control.
 QY0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0341.See file dsdata.txt to determine how the superseded data were derived.
 QY0341
 QY0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR730173(NAD 83)
 QY0341_MARKER: DD = SURVEY DISK
 QY0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0341_SP_SET: CULVERT
 QY0341_STAMPING: 7 3807 31
 QY0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0341
 QY0341  HISTORY     - Date     Condition        Report By
 QY0341  HISTORY     - UNK      MONUMENTED       BOR
 QY0341  HISTORY     - 1934     GOOD             NGS
 QY0341  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 QY0341
 QY0341                          STATION DESCRIPTION
 QY0341
 QY0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0341'6.9 MI N FROM SALMON.
 QY0341'6.9 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE COURTHOUSE AT SALMON,
 QY0341'LEMHI COUNTY, 125 FEET NORTH OF A FARM-ROAD INTERSECTION, EAST ACROSS
 QY0341'THE HIGHWAY FROM SOME STOCK SHEDS, AT A CULVERT ON AN IRRIGATION
 QY0341'CANAL, AND IN THE CENTER OF THE TOP OF THE EAST HEADWALL.  A UNITED
 QY0341'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 7 3807 31.
 QY0341
 QY0341                          STATION RECOVERY (1997)
 QY0341
 QY0341'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0763 ***********************************************************************
 QZ0763  DESIGNATION -  3811 RESET
 QZ0763  PID         -  QZ0763
 QZ0763  STATE/COUNTY-  ID/IDAHO
 QZ0763  USGS QUAD   -  ELK CITY (1995)
 QZ0763
 QZ0763                         *CURRENT SURVEY CONTROL
 QZ0763  ___________________________________________________________________
 QZ0763* NAD 83(1986)-  45 49 25.     (N)    115 29 43.     (W)     SCALED    
 QZ0763* NAVD 88     -      1178.58   (meters)    3866.7    (feet)  RESET     
 QZ0763  ___________________________________________________________________
 QZ0763  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 QZ0763
 QZ0763  VERT ORDER  -  THIRD
 QZ0763
 QZ0763.The horizontal coordinates were scaled from a topographic map and have
 QZ0763.an estimated accuracy of +/- 6 seconds.
 QZ0763
 QZ0763.The orthometric height was computed from unverified reset data.
 QZ0763.No vertical observational check was made to the station.
 QZ0763
 QZ0763.The geoid height was determined by GEOID03.
 QZ0763
 QZ0763;                    North         East    Units  Estimated Accuracy
 QZ0763;SPC ID W     -   461,870.      819,790.      MT  (+/- 180 meters Scaled)
 QZ0763
 QZ0763                          SUPERSEDED SURVEY CONTROL
 QZ0763
 QZ0763  NGVD 29 (03/27/06) 1177.49   (m)         3863.1    (f) RESET       3  
 QZ0763
 QZ0763.Superseded values are not recommended for survey control.
 QZ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0763.See file dsdata.txt to determine how the superseded data were derived.
 QZ0763
 QZ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL168755(NAD 83)
 QZ0763_MARKER: DV = VERTICAL CONTROL DISK
 QZ0763_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0763_SP_SET: ROCK OUTCROP
 QZ0763_STAMPING: 3811 BPR RESET 1978
 QZ0763_MARK LOGO: NGS   
 QZ0763_MAGNETIC: N = NO MAGNETIC MATERIAL
 QZ0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0763+STABILITY: POSITION/ELEVATION WELL
 QZ0763
 QZ0763  HISTORY     - Date     Condition        Report By
 QZ0763  HISTORY     - 1978     MONUMENTED       NGS
 QZ0763
 QZ0763                          STATION DESCRIPTION
 QZ0763
 QZ0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QZ0763'FROM THE ELK CITY POST OFFICE BY GOING WESTERLY TOWARD GRANGEVILLE, ON
 QZ0763'STATE HIGHWAY 14 FOR 4.8 MILES (7.7 KM) TO THE MARK ON THE RIGHT, 1.2
 QZ0763'MILES (1.9 KM) EAST OF THE JUNCTION LODGE, 0.05 MILE (0.08 KM)
 QZ0763'SOUTHEAST OF WHERE THE ROAD PASSES UNDER POWER LINE BRACE WIRES, NEAR
 QZ0763'STATION 1600, ON THE OUTSIDE OF A CURVE, 38 FEET (11.6 M) EAST OF THE
 QZ0763'CENTER OF THE ROAD, MARK PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0363 ***********************************************************************
 QY0363  DESIGNATION -  3812.49
 QY0363  PID         -  QY0363
 QY0363  STATE/COUNTY-  ID/LEMHI
 QY0363  USGS QUAD   -  NORTH FORK (1966)
 QY0363
 QY0363                         *CURRENT SURVEY CONTROL
 QY0363  ___________________________________________________________________
 QY0363* NAD 83(1986)-  45 26 42.     (N)    113 59 15.     (W)     SCALED    
 QY0363* NAVD 88     -      1169.571  (meters)    3837.17   (feet)  POSTED    
 QY0363  ___________________________________________________________________
 QY0363  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 QY0363  DYNAMIC HT  -        1169.160 (meters)    3835.82  (feet)  COMP
 QY0363  MODELED GRAV-     980,221.2   (mgal)                       NAVD 88
 QY0363
 QY0363  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QY0363
 QY0363.The horizontal coordinates were scaled from a topographic map and have
 QY0363.an estimated accuracy of +/- 6 seconds.
 QY0363
 QY0363.The orthometric height was determined by differential leveling
 QY0363.and adjusted by the National Geodetic Survey in 1992..
 QY0363.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QY0363.rate of 0.0 thru 1.0 mm/km.
 QY0363
 QY0363.The geoid height was determined by GEOID03.
 QY0363
 QY0363.The dynamic height is computed by dividing the NAVD 88
 QY0363.geopotential number by the normal gravity value computed on the
 QY0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0363.degrees latitude (g = 980.6199 gals.).
 QY0363
 QY0363.The modeled gravity was interpolated from observed gravity values.
 QY0363
 QY0363;                    North         East    Units  Estimated Accuracy
 QY0363;SPC ID C     -   419,760.      500,980.      MT  (+/- 180 meters Scaled)
 QY0363
 QY0363                          SUPERSEDED SURVEY CONTROL
 QY0363
 QY0363  NGVD 29 (??/??/92) 1168.421  (m)         3833.39   (f) ADJ UNCH    1 2
 QY0363
 QY0363.Superseded values are not recommended for survey control.
 QY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0363.See file dsdata.txt to determine how the superseded data were derived.
 QY0363
 QY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR663367(NAD 83)
 QY0363_MARKER: DD = SURVEY DISK
 QY0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0363_SP_SET: CULVERT
 QY0363_STAMPING: 3812.49 29
 QY0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0363
 QY0363  HISTORY     - Date     Condition        Report By
 QY0363  HISTORY     - UNK      MONUMENTED       BOR
 QY0363  HISTORY     - 1934     GOOD             NGS
 QY0363  HISTORY     - 1966     MARK NOT FOUND   USGS
 QY0363  HISTORY     - 20010319 MARK NOT FOUND   IDTD
 QY0363
 QY0363                          STATION DESCRIPTION
 QY0363
 QY0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0363'2.7 MI N FROM NORTH FORK.
 QY0363'2.7 MILES NORTH ALONG U.S. HIGHWAY 93 FROM NORTH FORK, LEMHI COUNTY,
 QY0363'0.1 MILE SOUTH OF A RANCHHOUSE, AT THE TOP OF A RISE, 20 FEET WEST OF
 QY0363'A PASTURE FENCE CORNER, AT THE CULVERT OVER GULCH CREEK, IN THE TOP OF
 QY0363'THE EAST CONCRETE HEADWALL, AND 14 FEET EAST OF THE CENTERLINE OF THE
 QY0363'HIGHWAY.  UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED
 QY0363'3812.49 29.
 QY0363
 QY0363                          STATION RECOVERY (1966)
 QY0363
 QY0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QY0363'MARK NOT FOUND.
 QY0363
 QY0363                          STATION RECOVERY (2001)
 QY0363
 QY0363'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (RLR)
 QY0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0647 ***********************************************************************
 NV0647  DESIGNATION -  3814
 NV0647  PID         -  NV0647
 NV0647  STATE/COUNTY-  ID/OWYHEE
 NV0647  USGS QUAD   -  CROWBAR GULCH (1980)
 NV0647
 NV0647                         *CURRENT SURVEY CONTROL
 NV0647  ___________________________________________________________________
 NV0647* NAD 83(1986)-  42 37 39.     (N)    115 43 15.     (W)     SCALED    
 NV0647* NAVD 88     -      1163.270  (meters)    3816.49   (feet)  ADJUSTED  
 NV0647  ___________________________________________________________________
 NV0647  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 NV0647  DYNAMIC HT  -        1162.649 (meters)    3814.46  (feet)  COMP
 NV0647  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 NV0647
 NV0647  VERT ORDER  -  FIRST     CLASS II
 NV0647
 NV0647.The horizontal coordinates were scaled from a topographic map and have
 NV0647.an estimated accuracy of +/- 6 seconds.
 NV0647
 NV0647.The orthometric height was determined by differential leveling
 NV0647.and adjusted by the National Geodetic Survey in June 1991..
 NV0647
 NV0647.The geoid height was determined by GEOID03.
 NV0647
 NV0647.The dynamic height is computed by dividing the NAVD 88
 NV0647.geopotential number by the normal gravity value computed on the
 NV0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0647.degrees latitude (g = 980.6199 gals.).
 NV0647
 NV0647.The modeled gravity was interpolated from observed gravity values.
 NV0647
 NV0647;                    North         East    Units  Estimated Accuracy
 NV0647;SPC ID W     -   106,720.      802,390.      MT  (+/- 180 meters Scaled)
 NV0647
 NV0647                          SUPERSEDED SURVEY CONTROL
 NV0647
 NV0647  NGVD 29 (??/??/92) 1162.31   (m)         3813.3    (f) COMPUTED    1 2
 NV0647
 NV0647.Superseded values are not recommended for survey control.
 NV0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0647.See file dsdata.txt to determine how the superseded data were derived.
 NV0647
 NV0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH048202(NAD 83)
 NV0647_MARKER: P = PIPE CAP
 NV0647_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0647_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0647_STAMPING: 3814
 NV0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0647
 NV0647  HISTORY     - Date     Condition        Report By
 NV0647  HISTORY     - UNK      MONUMENTED       USGLO
 NV0647  HISTORY     - 1934     GOOD             NGS
 NV0647  HISTORY     - 1961     GOOD             NGS
 NV0647
 NV0647                          STATION DESCRIPTION
 NV0647
 NV0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0647'13.3 MI SW FROM HOT SPRING.
 NV0647'13.3 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0647'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, ABOUT 2 MILES SOUTHWEST OF
 NV0647'A SIGNAL ON A ROCKY BLUFF, ABOUT 1/4 MILE NORTH OF THE ROAD CROSSING
 NV0647'IN MILLER GULCH, EAST OF HOT CREEK CANYON, ON THE SOUTH RIM OF A BIG
 NV0647'SAGEBRUSH FLAT, AND 8 FEET EAST OF THE ROAD.  A UNITED STATES GENERAL
 NV0647'LAND OFFICE STANDARD CAP, STAMPED 3814 AND RIVETED ON THE TOP OF AN
 NV0647'IRON PIPE.
 NV0647
 NV0647                          STATION RECOVERY (1961)
 NV0647
 NV0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 NV0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0340 ***********************************************************************
 QY0340  DESIGNATION -  3819.5
 QY0340  PID         -  QY0340
 QY0340  STATE/COUNTY-  ID/LEMHI
 QY0340  USGS QUAD   -  BIRD CREEK (1966)
 QY0340
 QY0340                         *CURRENT SURVEY CONTROL
 QY0340  ___________________________________________________________________
 QY0340* NAD 83(1986)-  45 15 59.     (N)    113 53 34.     (W)     SCALED    
 QY0340* NAVD 88     -      1165.686  (meters)    3824.42   (feet)  ADJUSTED  
 QY0340  ___________________________________________________________________
 QY0340  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 QY0340  DYNAMIC HT  -        1165.252 (meters)    3823.00  (feet)  COMP
 QY0340  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 QY0340
 QY0340  VERT ORDER  -  FIRST     CLASS II
 QY0340
 QY0340.The horizontal coordinates were scaled from a topographic map and have
 QY0340.an estimated accuracy of +/- 6 seconds.
 QY0340
 QY0340.The orthometric height was determined by differential leveling
 QY0340.and adjusted by the National Geodetic Survey in June 1991..
 QY0340
 QY0340.The geoid height was determined by GEOID03.
 QY0340
 QY0340.The dynamic height is computed by dividing the NAVD 88
 QY0340.geopotential number by the normal gravity value computed on the
 QY0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0340.degrees latitude (g = 980.6199 gals.).
 QY0340
 QY0340.The modeled gravity was interpolated from observed gravity values.
 QY0340
 QY0340;                    North         East    Units  Estimated Accuracy
 QY0340;SPC ID C     -   399,920.      508,410.      MT  (+/- 180 meters Scaled)
 QY0340
 QY0340                          SUPERSEDED SURVEY CONTROL
 QY0340
 QY0340  NGVD 29 (??/??/92) 1164.538  (m)         3820.66   (f) ADJ UNCH    1 2
 QY0340
 QY0340.Superseded values are not recommended for survey control.
 QY0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0340.See file dsdata.txt to determine how the superseded data were derived.
 QY0340
 QY0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR730166(NAD 83)
 QY0340_MARKER: DD = SURVEY DISK
 QY0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0340_SP_SET: CULVERT
 QY0340_STAMPING: 6 3819.5 31
 QY0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0340
 QY0340  HISTORY     - Date     Condition        Report By
 QY0340  HISTORY     - UNK      MONUMENTED       BOR
 QY0340  HISTORY     - 1934     GOOD             NGS
 QY0340  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 QY0340
 QY0340                          STATION DESCRIPTION
 QY0340
 QY0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0340'6.5 MI N FROM SALMON.
 QY0340'6.5 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE COURTHOUSE AT SALMON,
 QY0340'LEMHI COUNTY, 0.2 MILE SOUTHWEST OF A BARN WITH TWIN VENTILATORS ON
 QY0340'TOP, 100 FEET SOUTH OF A GATE ON THE EAST SIDE OF THE HIGHWAY, AT A
 QY0340'CULVERT ON A SMALL IRRIGATION CANAL, IN THE CENTER OF THE TOP OF THE
 QY0340'EAST HEADWALL, AND 13 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 QY0340'UNITED STATES BUREAU PUBLIC ROADS STANDARD DISK, STAMPED 6 3819.5 31.
 QY0340
 QY0340                          STATION RECOVERY (1997)
 QY0340
 QY0340'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0764 ***********************************************************************
 QZ0764  DESIGNATION -  3827 RESET
 QZ0764  PID         -  QZ0764
 QZ0764  STATE/COUNTY-  ID/IDAHO
 QZ0764  USGS QUAD   -  ELK CITY (1995)
 QZ0764
 QZ0764                         *CURRENT SURVEY CONTROL
 QZ0764  ___________________________________________________________________
 QZ0764* NAD 83(1986)-  45 49 10.     (N)    115 29 14.     (W)     SCALED    
 QZ0764* NAVD 88     -      1181.87   (meters)    3877.5    (feet)  RESET     
 QZ0764  ___________________________________________________________________
 QZ0764  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 QZ0764
 QZ0764  VERT ORDER  -  THIRD
 QZ0764
 QZ0764.The horizontal coordinates were scaled from a topographic map and have
 QZ0764.an estimated accuracy of +/- 6 seconds.
 QZ0764
 QZ0764.The orthometric height was computed from unverified reset data.
 QZ0764.No vertical observational check was made to the station.
 QZ0764
 QZ0764.The geoid height was determined by GEOID03.
 QZ0764
 QZ0764;                    North         East    Units  Estimated Accuracy
 QZ0764;SPC ID W     -   461,410.      820,420.      MT  (+/- 180 meters Scaled)
 QZ0764
 QZ0764                          SUPERSEDED SURVEY CONTROL
 QZ0764
 QZ0764  NGVD 29 (03/27/06) 1180.78   (m)         3873.9    (f) RESET       3  
 QZ0764
 QZ0764.Superseded values are not recommended for survey control.
 QZ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0764.See file dsdata.txt to determine how the superseded data were derived.
 QZ0764
 QZ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL175751(NAD 83)
 QZ0764_MARKER: DV = VERTICAL CONTROL DISK
 QZ0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0764_SP_SET: CONCRETE POST
 QZ0764_STAMPING: 3827 BPR RESET 1978
 QZ0764_MARK LOGO: NGS   
 QZ0764_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QZ0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0764+STABILITY: SURFACE MOTION
 QZ0764
 QZ0764  HISTORY     - Date     Condition        Report By
 QZ0764  HISTORY     - 1978     MONUMENTED       NGS
 QZ0764
 QZ0764                          STATION DESCRIPTION
 QZ0764
 QZ0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QZ0764'FROM THE ELK CITY POST OFFICE BY GOING WESTERLY, TOWARD GRANGEVILLE,
 QZ0764'ON STATE HIGHWAY 14 FOR 4.1 MILES (6.6 KM) TO MARK ON THE RIGHT, 1.9
 QZ0764'MILES (3.1 KM) EAST OF THE JUNCTION LODGE, 38 FEET (11.6 M) EAST OF
 QZ0764'THE CENTER OF THE ROAD, AND 18 FEET (5.5 M) WEST OF THE TELEPHONE
 QZ0764'POLE NO. 1/85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0339 ***********************************************************************
 QY0339  DESIGNATION -  3828.2
 QY0339  PID         -  QY0339
 QY0339  STATE/COUNTY-  ID/LEMHI
 QY0339  USGS QUAD   -  BIRD CREEK (1966)
 QY0339
 QY0339                         *CURRENT SURVEY CONTROL
 QY0339  ___________________________________________________________________
 QY0339* NAD 83(1986)-  45 15 31.     (N)    113 53 34.     (W)     SCALED    
 QY0339* NAVD 88     -      1168.329  (meters)    3833.09   (feet)  ADJUSTED  
 QY0339  ___________________________________________________________________
 QY0339  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 QY0339  DYNAMIC HT  -        1167.893 (meters)    3831.66  (feet)  COMP
 QY0339  MODELED GRAV-     980,204.2   (mgal)                       NAVD 88
 QY0339
 QY0339  VERT ORDER  -  FIRST     CLASS II
 QY0339
 QY0339.The horizontal coordinates were scaled from a topographic map and have
 QY0339.an estimated accuracy of +/- 6 seconds.
 QY0339
 QY0339.The orthometric height was determined by differential leveling
 QY0339.and adjusted by the National Geodetic Survey in June 1991..
 QY0339
 QY0339.The geoid height was determined by GEOID03.
 QY0339
 QY0339.The dynamic height is computed by dividing the NAVD 88
 QY0339.geopotential number by the normal gravity value computed on the
 QY0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0339.degrees latitude (g = 980.6199 gals.).
 QY0339
 QY0339.The modeled gravity was interpolated from observed gravity values.
 QY0339
 QY0339;                    North         East    Units  Estimated Accuracy
 QY0339;SPC ID C     -   399,060.      508,420.      MT  (+/- 180 meters Scaled)
 QY0339
 QY0339                          SUPERSEDED SURVEY CONTROL
 QY0339
 QY0339  NGVD 29 (??/??/92) 1167.178  (m)         3829.32   (f) ADJ UNCH    1 2
 QY0339
 QY0339.Superseded values are not recommended for survey control.
 QY0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0339.See file dsdata.txt to determine how the superseded data were derived.
 QY0339
 QY0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR730157(NAD 83)
 QY0339_MARKER: DD = SURVEY DISK
 QY0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0339_SP_SET: CULVERT
 QY0339_STAMPING: 5 3828.2 31
 QY0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0339
 QY0339  HISTORY     - Date     Condition        Report By
 QY0339  HISTORY     - UNK      MONUMENTED       BOR
 QY0339  HISTORY     - 1934     GOOD             NGS
 QY0339  HISTORY     - 19970601 GOOD             IDTD
 QY0339
 QY0339                          STATION DESCRIPTION
 QY0339
 QY0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0339'5.8 MI N FROM SALMON.
 QY0339'5.8 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE COURTHOUSE AT SALMON,
 QY0339'LEMHI COUNTY, ABOUT 2 MILES NORTH OF A BRIDGE OVER SALMON RIVER, ABOUT
 QY0339'300 FEET SOUTHWEST OF SOME CATTLE SHEDS, 40 FEET WEST OF THE NORTH
 QY0339'GATEPOST AT A CATTLE CROSSING, 15 FEET EAST OF THE CENTERLINE OF THE
 QY0339'HIGHWAY, AT A CONCRETE CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF
 QY0339'THE EAST CONCRETE HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 QY0339'STANDARD DISK, STAMPED 5 3828.2 31.
 QY0339
 QY0339                          STATION RECOVERY (1997)
 QY0339
 QY0339'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0339'ADD, FROM THE NORTHWEST END OF THE SALMON RIVER BRIDGE IN SALMON,
 QY0339'IDAHO, GO NORTH ON US-93 FOR 9.260 KM TO THE MARK ON THE RIGHT AT
 QY0339'MILEPOST 311.067. IT IS IN THE MIDDLE OF THE EAST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0269 ***********************************************************************
 QZ0269  DESIGNATION -  3833
 QZ0269  PID         -  QZ0269
 QZ0269  STATE/COUNTY-  ID/IDAHO
 QZ0269  USGS QUAD   -  ELK CITY (1995)
 QZ0269
 QZ0269                         *CURRENT SURVEY CONTROL
 QZ0269  ___________________________________________________________________
 QZ0269* NAD 83(1986)-  45 48 48.     (N)    115 29 12.     (W)     SCALED    
 QZ0269* NAVD 88     -      1182.060  (meters)    3878.14   (feet)  ADJUSTED  
 QZ0269  ___________________________________________________________________
 QZ0269  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 QZ0269  DYNAMIC HT  -        1181.732 (meters)    3877.07  (feet)  COMP
 QZ0269  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 QZ0269
 QZ0269  VERT ORDER  -  FIRST     CLASS II
 QZ0269
 QZ0269.The horizontal coordinates were scaled from a topographic map and have
 QZ0269.an estimated accuracy of +/- 6 seconds.
 QZ0269
 QZ0269.The orthometric height was determined by differential leveling
 QZ0269.and adjusted by the National Geodetic Survey in June 1991..
 QZ0269
 QZ0269.The geoid height was determined by GEOID03.
 QZ0269
 QZ0269.The dynamic height is computed by dividing the NAVD 88
 QZ0269.geopotential number by the normal gravity value computed on the
 QZ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0269.degrees latitude (g = 980.6199 gals.).
 QZ0269
 QZ0269.The modeled gravity was interpolated from observed gravity values.
 QZ0269
 QZ0269;                    North         East    Units  Estimated Accuracy
 QZ0269;SPC ID W     -   460,730.      820,470.      MT  (+/- 180 meters Scaled)
 QZ0269
 QZ0269                          SUPERSEDED SURVEY CONTROL
 QZ0269
 QZ0269  NGVD 29 (??/??/92) 1180.970  (m)         3874.57   (f) ADJ UNCH    1 2
 QZ0269
 QZ0269.Superseded values are not recommended for survey control.
 QZ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0269.See file dsdata.txt to determine how the superseded data were derived.
 QZ0269
 QZ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL175744(NAD 83)
 QZ0269_MARKER: DD = SURVEY DISK
 QZ0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0269_SP_SET: CULVERT
 QZ0269_STAMPING: 3833.08 33
 QZ0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0269
 QZ0269  HISTORY     - Date     Condition        Report By
 QZ0269  HISTORY     - UNK      MONUMENTED       BPR
 QZ0269  HISTORY     - 1945     GOOD             NGS
 QZ0269
 QZ0269                          STATION DESCRIPTION
 QZ0269
 QZ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0269'3.7 MI W FROM ELK CITY.
 QZ0269'ALONG CONNER - GRANGEVILLE ROAD, 3.7 MILES WEST OF THE POST OFFICE AT
 QZ0269'ELK CITY, 0.85 MILE WEST OF POINT WHERE AMERICAN RIVER EMPTIES INTO
 QZ0269'THE SOUTH FORK OF CLEARWATER RIVER, 180.0 FEET NORTH OF A GRANITE
 QZ0269'OUTCROP WHICH IS AT THE ABRUPT SOUTH END OF A BANK ON EAST SIDE OF
 QZ0269'ROAD AND PROJECTING TOWARD ROAD, 10.0 FEET EAST OF CENTERLINE OF ROAD,
 QZ0269'SET IN CENTER AND TOP OF THE EAST CONCRETE HEAD-WALL OF A 1 1/2 FOOT
 QZ0269'IRON PIPE CULVERT UNDER ROAD AND ABOUT 0.5 FOOT BELOW ROAD. B.P.R.
 QZ0269'BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0765 ***********************************************************************
 QZ0765  DESIGNATION -  3833 RESET
 QZ0765  PID         -  QZ0765
 QZ0765  STATE/COUNTY-  ID/IDAHO
 QZ0765  USGS QUAD   -  ELK CITY (1995)
 QZ0765
 QZ0765                         *CURRENT SURVEY CONTROL
 QZ0765  ___________________________________________________________________
 QZ0765* NAD 83(1986)-  45 48 48.     (N)    115 29 12.     (W)     SCALED    
 QZ0765* NAVD 88     -      1179.96   (meters)    3871.3    (feet)  RESET     
 QZ0765  ___________________________________________________________________
 QZ0765  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 QZ0765
 QZ0765  VERT ORDER  -  THIRD
 QZ0765
 QZ0765.The horizontal coordinates were scaled from a topographic map and have
 QZ0765.an estimated accuracy of +/- 6 seconds.
 QZ0765
 QZ0765.The orthometric height was computed from unverified reset data.
 QZ0765.No vertical observational check was made to the station.
 QZ0765
 QZ0765.The geoid height was determined by GEOID03.
 QZ0765
 QZ0765;                    North         East    Units  Estimated Accuracy
 QZ0765;SPC ID W     -   460,730.      820,470.      MT  (+/- 180 meters Scaled)
 QZ0765
 QZ0765                          SUPERSEDED SURVEY CONTROL
 QZ0765
 QZ0765  NGVD 29 (03/27/06) 1178.96   (m)         3868.0    (f) RESET       3  
 QZ0765
 QZ0765.Superseded values are not recommended for survey control.
 QZ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0765.See file dsdata.txt to determine how the superseded data were derived.
 QZ0765
 QZ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL175744(NAD 83)
 QZ0765_MARKER: DV = VERTICAL CONTROL DISK
 QZ0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0765_SP_SET: CONCRETE POST
 QZ0765_STAMPING: 3833 BPR RESET 1978
 QZ0765_MARK LOGO: NGS   
 QZ0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 QZ0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0765+STABILITY: SURFACE MOTION
 QZ0765
 QZ0765  HISTORY     - Date     Condition        Report By
 QZ0765  HISTORY     - 1978     MONUMENTED       NGS
 QZ0765
 QZ0765                          STATION DESCRIPTION
 QZ0765
 QZ0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 QZ0765'FROM THE ELK CITY POST OFFICE BY GOING WESTERLY, TOWARD GRANGEVILLE,
 QZ0765'ON STATE HIGHWAY 14 FOR 3.8 MILES (6.1 KM) TO THE MARK ON THE LEFT,
 QZ0765'2.2 MILES (3.5 KM) EAST OF THE JUNCTION LODGE, 68 FEET (20.7 M) WEST
 QZ0765'OF THE CENTER OF THE HIGHWAY, 30 FEET (9.1 M) EAST OF THE RIVER BANK,
 QZ0765'AND 10 FEET (3.0 M) SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0337 ***********************************************************************
 QY0337  DESIGNATION -  3849.2
 QY0337  PID         -  QY0337
 QY0337  STATE/COUNTY-  ID/LEMHI
 QY0337  USGS QUAD   -  SALMON (1989)
 QY0337
 QY0337                         *CURRENT SURVEY CONTROL
 QY0337  ___________________________________________________________________
 QY0337* NAD 83(1986)-  45 14 49.     (N)    113 53 44.     (W)     SCALED    
 QY0337* NAVD 88     -      1174.740  (meters)    3854.13   (feet)  ADJUSTED  
 QY0337  ___________________________________________________________________
 QY0337  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 QY0337  DYNAMIC HT  -        1174.299 (meters)    3852.68  (feet)  COMP
 QY0337  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 QY0337
 QY0337  VERT ORDER  -  FIRST     CLASS II
 QY0337
 QY0337.The horizontal coordinates were scaled from a topographic map and have
 QY0337.an estimated accuracy of +/- 6 seconds.
 QY0337
 QY0337.The orthometric height was determined by differential leveling
 QY0337.and adjusted by the National Geodetic Survey in June 1991..
 QY0337.WARNING-Repeat measurements at this control monument indicate possible
 QY0337.vertical movement.
 QY0337
 QY0337.The geoid height was determined by GEOID03.
 QY0337
 QY0337.The dynamic height is computed by dividing the NAVD 88
 QY0337.geopotential number by the normal gravity value computed on the
 QY0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0337.degrees latitude (g = 980.6199 gals.).
 QY0337
 QY0337.The modeled gravity was interpolated from observed gravity values.
 QY0337
 QY0337;                    North         East    Units  Estimated Accuracy
 QY0337;SPC ID C     -   397,760.      508,200.      MT  (+/- 180 meters Scaled)
 QY0337
 QY0337                          SUPERSEDED SURVEY CONTROL
 QY0337
 QY0337  NGVD 29 (??/??/92) 1173.587  (m)         3850.34   (f) ADJ UNCH    1 2
 QY0337
 QY0337.Superseded values are not recommended for survey control.
 QY0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0337.See file dsdata.txt to determine how the superseded data were derived.
 QY0337
 QY0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR727144(NAD 83)
 QY0337_MARKER: DD = SURVEY DISK
 QY0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0337_SP_SET: BRIDGE CURB
 QY0337_STAMPING: 3 3849.2 31
 QY0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0337
 QY0337  HISTORY     - Date     Condition        Report By
 QY0337  HISTORY     - UNK      MONUMENTED       BOR
 QY0337  HISTORY     - 1934     GOOD             NGS
 QY0337  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 QY0337
 QY0337                          STATION DESCRIPTION
 QY0337
 QY0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0337'5.0 MI N FROM SALMON.
 QY0337'5.0 MILES NORTH ALONG U.S. HIGHWAY FROM THE COURTHOUSE AT SALMON,
 QY0337'LEMHI COUNTY, 1.1 MILES NORTH OF THE BRIDGE OVER SALMON RIVER, 325
 QY0337'FEET NORTHWEST OF A GATE TO THE W.D. MCCRACKEN PROPERTY, 14 FEET
 QY0337'NORTHEAST OF THE CENERLINE OF THE HIGHWAY, AT THE POINT WHERE THE
 QY0337'HIGHWAY CURVES TO THE NORTH AND CROSSES HARMON CREEK, AT A CONCRETE
 QY0337'BRIDGE, IN THE TOP OF THE CURB, AND 2 FEET FROM THE SOUTH END.  A
 QY0337'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 3 3849.2
 QY0337'31.
 QY0337
 QY0337                          STATION RECOVERY (1997)
 QY0337
 QY0337'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0336 ***********************************************************************
 QY0336  DESIGNATION -  3855.3
 QY0336  PID         -  QY0336
 QY0336  STATE/COUNTY-  ID/LEMHI
 QY0336  USGS QUAD   -  SALMON (1989)
 QY0336
 QY0336                         *CURRENT SURVEY CONTROL
 QY0336  ___________________________________________________________________
 QY0336* NAD 83(1986)-  45 14 23.     (N)    113 53 28.     (W)     SCALED    
 QY0336* NAVD 88     -      1176.622  (meters)    3860.30   (feet)  ADJUSTED  
 QY0336  ___________________________________________________________________
 QY0336  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 QY0336  DYNAMIC HT  -        1176.177 (meters)    3858.84  (feet)  COMP
 QY0336  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 QY0336
 QY0336  VERT ORDER  -  FIRST     CLASS II
 QY0336
 QY0336.The horizontal coordinates were scaled from a topographic map and have
 QY0336.an estimated accuracy of +/- 6 seconds.
 QY0336
 QY0336.The orthometric height was determined by differential leveling
 QY0336.and adjusted by the National Geodetic Survey in June 1991..
 QY0336
 QY0336.The geoid height was determined by GEOID03.
 QY0336
 QY0336.The dynamic height is computed by dividing the NAVD 88
 QY0336.geopotential number by the normal gravity value computed on the
 QY0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0336.degrees latitude (g = 980.6199 gals.).
 QY0336
 QY0336.The modeled gravity was interpolated from observed gravity values.
 QY0336
 QY0336;                    North         East    Units  Estimated Accuracy
 QY0336;SPC ID C     -   396,960.      508,550.      MT  (+/- 180 meters Scaled)
 QY0336
 QY0336                          SUPERSEDED SURVEY CONTROL
 QY0336
 QY0336  NGVD 29 (??/??/92) 1175.467  (m)         3856.51   (f) ADJ UNCH    1 2
 QY0336
 QY0336.Superseded values are not recommended for survey control.
 QY0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0336.See file dsdata.txt to determine how the superseded data were derived.
 QY0336
 QY0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR730136(NAD 83)
 QY0336_MARKER: DD = SURVEY DISK
 QY0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0336_SP_SET: BRIDGE
 QY0336_STAMPING: 2 3855.3 31
 QY0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0336
 QY0336  HISTORY     - Date     Condition        Report By
 QY0336  HISTORY     - UNK      MONUMENTED       BOR
 QY0336  HISTORY     - 1934     GOOD             NGS
 QY0336  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 QY0336
 QY0336                          STATION DESCRIPTION
 QY0336
 QY0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0336'4.6 MI N FROM SALMON.
 QY0336'4.6 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE COURTHOUSE AT SALMON,
 QY0336'LEMHI COUNTY, 0.2 MILE SOUTH OF A SERVICE STATION AND GENERAL STORE,
 QY0336'AT THE SOUTH CORNER OF A CONCRETE BRIDGE, IN THE TOP OF THE EAST WALL,
 QY0336'11 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET ABOVE
 QY0336'THE LEVEL OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 QY0336'STANDARD DISK.  STAMPED 2 3855.3 31.
 QY0336
 QY0336                          STATION RECOVERY (1997)
 QY0336
 QY0336'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0682 ***********************************************************************
 OZ0682  DESIGNATION -  3884
 OZ0682  PID         -  OZ0682
 OZ0682  STATE/COUNTY-  ID/BOISE
 OZ0682  USGS QUAD   -  IDAHO CITY (1976)
 OZ0682
 OZ0682                         *CURRENT SURVEY CONTROL
 OZ0682  ___________________________________________________________________
 OZ0682* NAD 83(1986)-  43 49 32.     (N)    115 49 57.     (W)     SCALED    
 OZ0682* NAVD 88     -      1185.009  (meters)    3887.82   (feet)  ADJUSTED  
 OZ0682  ___________________________________________________________________
 OZ0682  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 OZ0682  DYNAMIC HT  -        1184.456 (meters)    3886.00  (feet)  COMP
 OZ0682  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 OZ0682
 OZ0682  VERT ORDER  -  SECOND    CLASS 0
 OZ0682
 OZ0682.The horizontal coordinates were scaled from a topographic map and have
 OZ0682.an estimated accuracy of +/- 6 seconds.
 OZ0682
 OZ0682.The orthometric height was determined by differential leveling
 OZ0682.and adjusted by the National Geodetic Survey in June 1991..
 OZ0682
 OZ0682.The geoid height was determined by GEOID03.
 OZ0682
 OZ0682.The dynamic height is computed by dividing the NAVD 88
 OZ0682.geopotential number by the normal gravity value computed on the
 OZ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0682.degrees latitude (g = 980.6199 gals.).
 OZ0682
 OZ0682.The modeled gravity was interpolated from observed gravity values.
 OZ0682
 OZ0682;                    North         East    Units  Estimated Accuracy
 OZ0682;SPC ID W     -   239,810.      793,360.      MT  (+/- 180 meters Scaled)
 OZ0682
 OZ0682                          SUPERSEDED SURVEY CONTROL
 OZ0682
 OZ0682  NGVD 29 (??/??/92) 1183.932  (m)         3884.28   (f) ADJ UNCH    2 0
 OZ0682
 OZ0682.Superseded values are not recommended for survey control.
 OZ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0682.See file dsdata.txt to determine how the superseded data were derived.
 OZ0682
 OZ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ938531(NAD 83)
 OZ0682_MARKER: DD = SURVEY DISK
 OZ0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0682_SP_SET: CULVERT
 OZ0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0682
 OZ0682  HISTORY     - Date     Condition        Report By
 OZ0682  HISTORY     - UNK      MONUMENTED       BPR
 OZ0682  HISTORY     - 1957     MARK NOT FOUND   USGS
 OZ0682
 OZ0682                          STATION DESCRIPTION
 OZ0682
 OZ0682'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OZ0682'0.2 MI E FROM IDAHO CITY.
 OZ0682'0.2 MILE EAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE AT
 OZ0682'IDAHO CITY, BOISE COUNTY, 111 FEET EAST OF THE EAST END OF A SHARP
 OZ0682'CURVE, 35 FEET NORTH OF THE CENTERLINE OF MOORES CREEK, 12 FEET NORTH
 OZ0682'OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE NORTH HEADWALL
 OZ0682'OF A CONCRETE CULVERT.  A UNITED STATES BUREAU OF PUBLIC ROADS
 OZ0682'STANDARD DISK.  NOTE-- THE ROAD ALIGNMENT HAS BEEN CHANGED AND NO
 OZ0682'CULVERT WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0128 ***********************************************************************
 OZ0128  DESIGNATION -  3899.77
 OZ0128  PID         -  OZ0128
 OZ0128  STATE/COUNTY-  ID/GOODING
 OZ0128  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0128
 OZ0128                         *CURRENT SURVEY CONTROL
 OZ0128  ___________________________________________________________________
 OZ0128* NAD 83(1986)-  43 04 09.     (N)    114 41 20.     (W)     SCALED    
 OZ0128* NAVD 88     -      1219.199  (meters)    3999.99   (feet)  ADJUSTED  
 OZ0128  ___________________________________________________________________
 OZ0128  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 OZ0128  DYNAMIC HT  -        1218.563 (meters)    3997.90  (feet)  COMP
 OZ0128  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 OZ0128
 OZ0128  VERT ORDER  -  SECOND    CLASS 0
 OZ0128
 OZ0128.The horizontal coordinates were scaled from a topographic map and have
 OZ0128.an estimated accuracy of +/- 6 seconds.
 OZ0128
 OZ0128.The orthometric height was determined by differential leveling
 OZ0128.and adjusted by the National Geodetic Survey in June 1991..
 OZ0128
 OZ0128.The geoid height was determined by GEOID03.
 OZ0128
 OZ0128.The dynamic height is computed by dividing the NAVD 88
 OZ0128.geopotential number by the normal gravity value computed on the
 OZ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0128.degrees latitude (g = 980.6199 gals.).
 OZ0128
 OZ0128.The modeled gravity was interpolated from observed gravity values.
 OZ0128
 OZ0128;                    North         East    Units  Estimated Accuracy
 OZ0128;SPC ID C     -   156,010.      443,890.      MT  (+/- 180 meters Scaled)
 OZ0128
 OZ0128                          SUPERSEDED SURVEY CONTROL
 OZ0128
 OZ0128  NGVD 29 (??/??/92) 1218.272  (m)         3996.95   (f) ADJ UNCH    2 0
 OZ0128
 OZ0128.Superseded values are not recommended for survey control.
 OZ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0128.See file dsdata.txt to determine how the superseded data were derived.
 OZ0128
 OZ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH881710(NAD 83)
 OZ0128_MARKER: DD = SURVEY DISK
 OZ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0128_STAMPING: 3899.77 514+27.1
 OZ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0128+STABILITY: SURFACE MOTION
 OZ0128
 OZ0128  HISTORY     - Date     Condition        Report By
 OZ0128  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0128  HISTORY     - 1950     GOOD             NGS
 OZ0128  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0128
 OZ0128                          STATION DESCRIPTION
 OZ0128
 OZ0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0128'9.9 MI N FROM GOODING.
 OZ0128'9.9 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0128'GOODING, 0.1 MILE NORTH OF THE BASE OF A STEEP HILL AND CONCRETE POST
 OZ0128'ON THE EAST SIDE OF THE HIGHWAY MARKED BY THE BLACK PAINTED LETTERS
 OZ0128'S.A.P. 195- A S.A.P. 195- C, 104.9 FEET SOUTH OF B.M. 3908.28
 OZ0128'(I.S.D.P.W.), 96 FEET WEST OF THE WEST EDGE OF A LARGE OUTCROP, 50
 OZ0128'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF THE WEST
 OZ0128'EDGE OF A FIRE DITCH, ABOUT 6 FEET LOWER THAN THE HIGHWAY, AND SET IN
 OZ0128'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OZ0128
 OZ0128                          STATION RECOVERY (1957)
 OZ0128
 OZ0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0492 ***********************************************************************
 PY0492  DESIGNATION -  39
 PY0492  PID         -  PY0492
 PY0492  STATE/COUNTY-  ID/FREMONT
 PY0492  USGS QUAD   -  LAST CHANCE (1964)
 PY0492
 PY0492                         *CURRENT SURVEY CONTROL
 PY0492  ___________________________________________________________________
 PY0492* NAD 83(1986)-  44 21 17.     (N)    111 24 52.     (W)     SCALED    
 PY0492* NAVD 88     -      1873.673  (meters)    6147.21   (feet)  POSTED    
 PY0492  ___________________________________________________________________
 PY0492  GEOID HEIGHT-          -9.69  (meters)                     GEOID03
 PY0492  DYNAMIC HT  -        1872.640 (meters)    6143.82  (feet)  COMP
 PY0492  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 PY0492
 PY0492  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PY0492
 PY0492.The horizontal coordinates were scaled from a topographic map and have
 PY0492.an estimated accuracy of +/- 6 seconds.
 PY0492
 PY0492.The orthometric height was determined by differential leveling
 PY0492.and adjusted by the National Geodetic Survey in 1992..
 PY0492.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PY0492.rate of 2.1 thru 3.0 mm/km.
 PY0492
 PY0492.The geoid height was determined by GEOID03.
 PY0492
 PY0492.The dynamic height is computed by dividing the NAVD 88
 PY0492.geopotential number by the normal gravity value computed on the
 PY0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0492.degrees latitude (g = 980.6199 gals.).
 PY0492
 PY0492.The modeled gravity was interpolated from observed gravity values.
 PY0492
 PY0492;                    North         East    Units  Estimated Accuracy
 PY0492;SPC ID E     -   298,880.      259,970.      MT  (+/- 180 meters Scaled)
 PY0492
 PY0492                          SUPERSEDED SURVEY CONTROL
 PY0492
 PY0492  NGVD 29 (??/??/92) 1872.496  (m)         6143.35   (f) ADJ UNCH    2 0
 PY0492
 PY0492.Superseded values are not recommended for survey control.
 PY0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0492.See file dsdata.txt to determine how the superseded data were derived.
 PY0492
 PY0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ669113(NAD 83)
 PY0492_MARKER: DD = SURVEY DISK
 PY0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0492_SP_SET: CULVERT
 PY0492_STAMPING: 39 6145.63 1932
 PY0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0492
 PY0492  HISTORY     - Date     Condition        Report By
 PY0492  HISTORY     - 1932     MONUMENTED       BPR
 PY0492  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0492
 PY0492                          STATION DESCRIPTION
 PY0492
 PY0492'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 PY0492'30.6 MI N FROM ASHTON.
 PY0492'30.6 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0492'2.6 MILES NORTH OF A ROAD LEADING WEST TO OSBORNE BRIDGE, 0.2 MILE
 PY0492'SOUTH OF A ROAD LEADING EAST, 15 FEET EAST OF THE HIGHWAY, AND IN THE
 PY0492'CENTER OF THE TOP OF A HEAD WALL OF A CONCRETE CULVERT.  A UNITED
 PY0492'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 39 6145.63 1932.
 PY0492
 PY0492                          STATION RECOVERY (1983)
 PY0492
 PY0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0413 ***********************************************************************
 QZ0413  DESIGNATION -  39 A
 QZ0413  PID         -  QZ0413
 QZ0413  STATE/COUNTY-  ID/IDAHO
 QZ0413  USGS QUAD   -  BURGDORF SUMMIT (1989)
 QZ0413
 QZ0413                         *CURRENT SURVEY CONTROL
 QZ0413  ___________________________________________________________________
 QZ0413* NAD 83(1986)-  45 20 51.     (N)    115 30 58.     (W)     SCALED    
 QZ0413* NAVD 88     -       696.338  (meters)    2284.57   (feet)  ADJUSTED  
 QZ0413  ___________________________________________________________________
 QZ0413  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 QZ0413  DYNAMIC HT  -         695.917 (meters)    2283.19  (feet)  COMP
 QZ0413  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 QZ0413
 QZ0413  VERT ORDER  -  SECOND    CLASS 0
 QZ0413
 QZ0413.The horizontal coordinates were scaled from a topographic map and have
 QZ0413.an estimated accuracy of +/- 6 seconds.
 QZ0413
 QZ0413.The orthometric height was determined by differential leveling
 QZ0413.and adjusted by the National Geodetic Survey in June 1991..
 QZ0413
 QZ0413.The geoid height was determined by GEOID03.
 QZ0413
 QZ0413.The dynamic height is computed by dividing the NAVD 88
 QZ0413.geopotential number by the normal gravity value computed on the
 QZ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0413.degrees latitude (g = 980.6199 gals.).
 QZ0413
 QZ0413.The modeled gravity was interpolated from observed gravity values.
 QZ0413
 QZ0413;                    North         East    Units  Estimated Accuracy
 QZ0413;SPC ID W     -   408,950.      818,330.      MT  (+/- 180 meters Scaled)
 QZ0413
 QZ0413                          SUPERSEDED SURVEY CONTROL
 QZ0413
 QZ0413  NGVD 29 (??/??/92)  694.981  (m)         2280.12   (f) ADJ UNCH    2 0
 QZ0413
 QZ0413.Superseded values are not recommended for survey control.
 QZ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0413.See file dsdata.txt to determine how the superseded data were derived.
 QZ0413
 QZ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL162226(NAD 83)
 QZ0413_MARKER: DD = SURVEY DISK
 QZ0413_SETTING: 80 = SET IN A BOULDER
 QZ0413_SP_SET: BOULDER
 QZ0413_STAMPING: 39 A 1939
 QZ0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0413+STABILITY: SURFACE MOTION
 QZ0413
 QZ0413  HISTORY     - Date     Condition        Report By
 QZ0413  HISTORY     - 1939     MONUMENTED       USGS
 QZ0413  HISTORY     - 1948     GOOD             NGS
 QZ0413
 QZ0413                          STATION DESCRIPTION
 QZ0413
 QZ0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QZ0413'2.9 MI S FROM MACKAY BAR.
 QZ0413'ABOUT 2.9 MILES SOUTH ALONG THE SOUTH FORK TRAIL FROM THE COMMISSARY
 QZ0413'AT MACKAY BAR, ON A GRASSY SLOPE, NEAR THE REMAINS OF A ROCK WALL,
 QZ0413'10.5 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL, 4.5 FEET WEST OF
 QZ0413'A 16-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A
 QZ0413'GRANITE BOULDER PROJECTING 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0508 ***********************************************************************
 NW0508  DESIGNATION -  39 EMH
 NW0508  PID         -  NW0508
 NW0508  STATE/COUNTY-  ID/OWYHEE
 NW0508  USGS QUAD   -  LOST VALLEY (1972)
 NW0508
 NW0508                         *CURRENT SURVEY CONTROL
 NW0508  ___________________________________________________________________
 NW0508* NAD 83(1986)-  42 27 32.     (N)    116 17 19.     (W)     SCALED    
 NW0508* NAVD 88     -      1741.794  (meters)    5714.54   (feet)  POSTED    
 NW0508  ___________________________________________________________________
 NW0508  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 NW0508  DYNAMIC HT  -        1740.600 (meters)    5710.62  (feet)  COMP
 NW0508  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 NW0508
 NW0508  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0508
 NW0508.The horizontal coordinates were scaled from a topographic map and have
 NW0508.an estimated accuracy of +/- 6 seconds.
 NW0508
 NW0508.The orthometric height was determined by differential leveling
 NW0508.and adjusted by the National Geodetic Survey in 1992..
 NW0508.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0508.rate of 0.0 thru 1.0 mm/km.
 NW0508
 NW0508.The geoid height was determined by GEOID03.
 NW0508
 NW0508.The dynamic height is computed by dividing the NAVD 88
 NW0508.geopotential number by the normal gravity value computed on the
 NW0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0508.degrees latitude (g = 980.6199 gals.).
 NW0508
 NW0508.The modeled gravity was interpolated from observed gravity values.
 NW0508
 NW0508;                    North         East    Units  Estimated Accuracy
 NW0508;SPC ID W     -    88,130.      755,700.      MT  (+/- 180 meters Scaled)
 NW0508
 NW0508                          SUPERSEDED SURVEY CONTROL
 NW0508
 NW0508.No superseded survey control is available for this station.
 NW0508
 NW0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH584009(NAD 83)
 NW0508_MARKER: DD = SURVEY DISK
 NW0508_SETTING: 66 = SET IN ROCK OUTCROP
 NW0508_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0508_STAMPING: 39 EMH 1972 5710
 NW0508_MARK LOGO: USGS  
 NW0508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0508+STABILITY: POSITION/ELEVATION WELL
 NW0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0508+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0508
 NW0508  HISTORY     - Date     Condition        Report By
 NW0508  HISTORY     - 1972     MONUMENTED       USGS
 NW0508
 NW0508                          STATION DESCRIPTION
 NW0508
 NW0508'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0508'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0508'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0508'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0508'TRACK ROAD, THENCE 15.2 MILES SOUTHEAST ALONG TRACK ROAD, THENCE .65
 NW0508'MILES EAST ALONG TRACK, 2.7 MILES EAST OF UPPER BATTLE CREEK CROSSING,
 NW0508'ABOUT 0.5 MILES WEST OF A ROAD SOUTH TO THE MONASTERIC RANCH, AT THE
 NW0508'EAST EDGE OF A PROMINENT ROCKY AREA, 21 FEET NORTH AND ABOUT 4 FEET
 NW0508'HIGHER THAN THE CENTERLINE OF THE ROAD, PROJECTING 3.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0465 ***********************************************************************
 NW0465  DESIGNATION -  39 FMK
 NW0465  PID         -  NW0465
 NW0465  STATE/COUNTY-  ID/OWYHEE
 NW0465  USGS QUAD   -  ANTELOPE SPRING (1992)
 NW0465
 NW0465                         *CURRENT SURVEY CONTROL
 NW0465  ___________________________________________________________________
 NW0465* NAD 83(1986)-  42 57 28.     (N)    116 29 43.     (W)     SCALED    
 NW0465* NAVD 88     -      1182.716  (meters)    3880.29   (feet)  POSTED    
 NW0465  ___________________________________________________________________
 NW0465  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 NW0465  DYNAMIC HT  -        1182.080 (meters)    3878.21  (feet)  COMP
 NW0465  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 NW0465
 NW0465  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0465
 NW0465.The horizontal coordinates were scaled from a topographic map and have
 NW0465.an estimated accuracy of +/- 6 seconds.
 NW0465
 NW0465.The orthometric height was determined by differential leveling
 NW0465.and adjusted by the National Geodetic Survey in 1992..
 NW0465.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0465.rate of 1.1 thru 2.0 mm/km.
 NW0465
 NW0465.The geoid height was determined by GEOID03.
 NW0465
 NW0465.The dynamic height is computed by dividing the NAVD 88
 NW0465.geopotential number by the normal gravity value computed on the
 NW0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0465.degrees latitude (g = 980.6199 gals.).
 NW0465
 NW0465.The modeled gravity was interpolated from observed gravity values.
 NW0465
 NW0465;                    North         East    Units  Estimated Accuracy
 NW0465;SPC ID W     -   143,680.      739,190.      MT  (+/- 180 meters Scaled)
 NW0465
 NW0465                          SUPERSEDED SURVEY CONTROL
 NW0465
 NW0465  NGVD 29 (??/??/92) 1181.69   (m)         3876.9    (f) COMPUTED    2 0
 NW0465
 NW0465.Superseded values are not recommended for survey control.
 NW0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0465.See file dsdata.txt to determine how the superseded data were derived.
 NW0465
 NW0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH411562(NAD 83)
 NW0465_MARKER: DD = SURVEY DISK
 NW0465_SETTING: 66 = SET IN ROCK OUTCROP
 NW0465_SP_SET: ROCK OUTCROP
 NW0465_STAMPING: 39 FMK 1964
 NW0465_MARK LOGO: USGS  
 NW0465_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0465+STABILITY: POSITION/ELEVATION WELL
 NW0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0465+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0465
 NW0465  HISTORY     - Date     Condition        Report By
 NW0465  HISTORY     - 1964     MONUMENTED       USGS
 NW0465
 NW0465                          STATION DESCRIPTION
 NW0465
 NW0465'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0465'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0465'COUNTY ROAD, THENCE 8.5 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0465'ROAD, 15 FEET WEST AND 3.5 FEET ABOVE THE ROAD, 5 FEET EAST AND 18
 NW0465'INCHES BELOW A WITNESS POST, IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0565 ***********************************************************************
 NW0565  DESIGNATION -  39 MDC
 NW0565  PID         -  NW0565
 NW0565  STATE/COUNTY-  ID/OWYHEE
 NW0565  USGS QUAD   -  WAGON BOX BASIN (1973)
 NW0565
 NW0565                         *CURRENT SURVEY CONTROL
 NW0565  ___________________________________________________________________
 NW0565* NAD 83(1986)-  42 35 18.     (N)    116 36 54.     (W)     SCALED    
 NW0565* NAVD 88     -      1673.808  (meters)    5491.49   (feet)  POSTED    
 NW0565  ___________________________________________________________________
 NW0565  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 NW0565  DYNAMIC HT  -        1672.710 (meters)    5487.88  (feet)  COMP
 NW0565  MODELED GRAV-     979,904.6   (mgal)                       NAVD 88
 NW0565
 NW0565  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0565
 NW0565.The horizontal coordinates were scaled from a topographic map and have
 NW0565.an estimated accuracy of +/- 6 seconds.
 NW0565
 NW0565.The orthometric height was determined by differential leveling
 NW0565.and adjusted by the National Geodetic Survey in 1992..
 NW0565.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0565.rate of 0.0 thru 1.0 mm/km.
 NW0565
 NW0565.The geoid height was determined by GEOID03.
 NW0565
 NW0565.The dynamic height is computed by dividing the NAVD 88
 NW0565.geopotential number by the normal gravity value computed on the
 NW0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0565.degrees latitude (g = 980.6199 gals.).
 NW0565
 NW0565.The modeled gravity was interpolated from observed gravity values.
 NW0565
 NW0565;                    North         East    Units  Estimated Accuracy
 NW0565;SPC ID W     -   102,730.      729,000.      MT  (+/- 180 meters Scaled)
 NW0565
 NW0565                          SUPERSEDED SURVEY CONTROL
 NW0565
 NW0565.No superseded survey control is available for this station.
 NW0565
 NW0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH315151(NAD 83)
 NW0565_MARKER: DD = SURVEY DISK
 NW0565_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NW0565+WITH SETTING: PAVEMENT
 NW0565_SP_SET: CATTLEGUARD BASE
 NW0565_STAMPING: 39 MDC 1973 5487
 NW0565_MARK LOGO: USGS  
 NW0565_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0565+STABILITY: SURFACE MOTION
 NW0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0565+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0565
 NW0565  HISTORY     - Date     Condition        Report By
 NW0565  HISTORY     - 1972     MONUMENTED       USGS
 NW0565
 NW0565                          STATION DESCRIPTION
 NW0565
 NW0565'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0565'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0565'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0565'11.3 MILES NORTH ALONG MUD FLAT ROAD, 4.7 MILES WEST OF MUD FLAT
 NW0565'RESOURCE AREA FIELD STATION, AT A FENCE CROSSING AND CATTLEGUARD, 8
 NW0565'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 1 FOOT LOWER THAN THE
 NW0565'ROAD BED, CEMETED IN THE CENTER OF THE NORTHWEST SIDE OF THE CONCRETE
 NW0565'BASE OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0249 ***********************************************************************
 OX0249  DESIGNATION -  39 RS
 OX0249  PID         -  OX0249
 OX0249  STATE/COUNTY-  ID/TETON
 OX0249  USGS QUAD   -  TETONIA (1965)
 OX0249
 OX0249                         *CURRENT SURVEY CONTROL
 OX0249  ___________________________________________________________________
 OX0249* NAD 83(1986)-  43 49 29.     (N)    111 09 54.     (W)     SCALED    
 OX0249* NAVD 88     -      1837.749  (meters)    6029.35   (feet)  POSTED    
 OX0249  ___________________________________________________________________
 OX0249  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 OX0249  DYNAMIC HT  -        1836.630 (meters)    6025.68  (feet)  COMP
 OX0249  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 OX0249
 OX0249  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0249
 OX0249.The horizontal coordinates were scaled from a topographic map and have
 OX0249.an estimated accuracy of +/- 6 seconds.
 OX0249
 OX0249.The orthometric height was determined by differential leveling
 OX0249.and adjusted by the National Geodetic Survey in 1992..
 OX0249.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0249.rate of 0.0 thru 1.0 mm/km.
 OX0249
 OX0249.The geoid height was determined by GEOID03.
 OX0249
 OX0249.The dynamic height is computed by dividing the NAVD 88
 OX0249.geopotential number by the normal gravity value computed on the
 OX0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0249.degrees latitude (g = 980.6199 gals.).
 OX0249
 OX0249.The modeled gravity was interpolated from observed gravity values.
 OX0249
 OX0249;                    North         East    Units  Estimated Accuracy
 OX0249;SPC ID E     -   240,210.      280,570.      MT  (+/- 180 meters Scaled)
 OX0249
 OX0249                          SUPERSEDED SURVEY CONTROL
 OX0249
 OX0249  NGVD 29 (??/??/92) 1836.521  (m)         6025.32   (f) ADJ UNCH    2 0
 OX0249
 OX0249.Superseded values are not recommended for survey control.
 OX0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0249.See file dsdata.txt to determine how the superseded data were derived.
 OX0249
 OX0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP867524(NAD 83)
 OX0249_MARKER: DD = SURVEY DISK
 OX0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0249_SP_SET: STONE POST
 OX0249_STAMPING: 39 RS 1932
 OX0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0249+STABILITY: SURFACE MOTION
 OX0249
 OX0249  HISTORY     - Date     Condition        Report By
 OX0249  HISTORY     - 1932     MONUMENTED       USGS
 OX0249
 OX0249                          STATION DESCRIPTION
 OX0249
 OX0249'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 OX0249'0.7 MI N FROM TETONIA.
 OX0249'ABOUT 0.7 MILE NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OX0249'STATION AT TETONIA, TETON COUNTY, ABOUT 0.5 MILE SOUTH OF MILEPOST 29,
 OX0249'ABOUT 360 FEET NORTH OF CULVERT 29.59 UNDER THE TRACK, ABOUT 100 FEET
 OX0249'SOUTHEAST OF CULVERT 29.50 UNDER THE TRACK, 60 FEET SOUTHEAST OF THE
 OX0249'CENTER LINE OF STATE HIGHWAY 33, AND 45 FEET EAST OF THE TRACK. A
 OX0249'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 39 RS 1932 AND
 OX0249'SET IN THE TOP OF A BLACK STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0129 ***********************************************************************
 OZ0129  DESIGNATION -  3908.28
 OZ0129  PID         -  OZ0129
 OZ0129  STATE/COUNTY-  ID/GOODING
 OZ0129  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0129
 OZ0129                         *CURRENT SURVEY CONTROL
 OZ0129  ___________________________________________________________________
 OZ0129* NAD 83(1986)-  43 04 09.     (N)    114 41 19.     (W)     SCALED    
 OZ0129* NAVD 88     -      1221.813  (meters)    4008.56   (feet)  ADJUSTED  
 OZ0129  ___________________________________________________________________
 OZ0129  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 OZ0129  DYNAMIC HT  -        1221.177 (meters)    4006.48  (feet)  COMP
 OZ0129  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 OZ0129
 OZ0129  VERT ORDER  -  SECOND    CLASS 0
 OZ0129
 OZ0129.The horizontal coordinates were scaled from a topographic map and have
 OZ0129.an estimated accuracy of +/- 6 seconds.
 OZ0129
 OZ0129.The orthometric height was determined by differential leveling
 OZ0129.and adjusted by the National Geodetic Survey in June 1991..
 OZ0129
 OZ0129.The geoid height was determined by GEOID03.
 OZ0129
 OZ0129.The dynamic height is computed by dividing the NAVD 88
 OZ0129.geopotential number by the normal gravity value computed on the
 OZ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0129.degrees latitude (g = 980.6199 gals.).
 OZ0129
 OZ0129.The modeled gravity was interpolated from observed gravity values.
 OZ0129
 OZ0129;                    North         East    Units  Estimated Accuracy
 OZ0129;SPC ID C     -   156,010.      443,920.      MT  (+/- 180 meters Scaled)
 OZ0129
 OZ0129                          SUPERSEDED SURVEY CONTROL
 OZ0129
 OZ0129  NGVD 29 (??/??/92) 1220.887  (m)         4005.53   (f) ADJ UNCH    2 0
 OZ0129
 OZ0129.Superseded values are not recommended for survey control.
 OZ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0129.See file dsdata.txt to determine how the superseded data were derived.
 OZ0129
 OZ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH881710(NAD 83)
 OZ0129_MARKER: DD = SURVEY DISK
 OZ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0129_STAMPING: 515+33.2 3908.28
 OZ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0129+STABILITY: SURFACE MOTION
 OZ0129
 OZ0129  HISTORY     - Date     Condition        Report By
 OZ0129  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0129  HISTORY     - 1950     GOOD             NGS
 OZ0129  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0129
 OZ0129                          STATION DESCRIPTION
 OZ0129
 OZ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0129'9.9 MI N FROM GOODING.
 OZ0129'9.9 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0129'GOODING, 0.1 MILE NORTH OF THE BASE OF A LONG STEEP HILL AND A
 OZ0129'CONCRETE POST ON THE EAST SIDE OF THE HIGHWAY MARKED BY THE BLACK
 OZ0129'PAINTED LETTERS S.A.P. 195-A AND S.A.P. 195-C, 115 FEET NORTHWEST OF
 OZ0129'THE NORTHWEST EDGE OF A LARGE OUTCROP, 104.9 FEET NORTH OF B.M.3899.77
 OZ0129'(I.S.D.P.W.), 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 OZ0129'NORTHWEST OF A ROCK WALL ALONG THE NORTHWEST EDGE OF A FIRE DITCH, 25
 OZ0129'FEET SOUTHEAST OF THE SOUTH END OF A ROW OF SMALL BOULDERS, ABOUT 5
 OZ0129'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0129'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 OZ0129
 OZ0129                          STATION RECOVERY (1957)
 OZ0129
 OZ0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0645 ***********************************************************************
 NV0645  DESIGNATION -  3929
 NV0645  PID         -  NV0645
 NV0645  STATE/COUNTY-  ID/OWYHEE
 NV0645  USGS QUAD   -  AUSTIN BUTTE (1980)
 NV0645
 NV0645                         *CURRENT SURVEY CONTROL
 NV0645  ___________________________________________________________________
 NV0645* NAD 83(1986)-  42 34 52.     (N)    115 42 20.     (W)     SCALED    
 NV0645* NAVD 88     -      1198.289  (meters)    3931.39   (feet)  ADJUSTED  
 NV0645  ___________________________________________________________________
 NV0645  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 NV0645  DYNAMIC HT  -        1197.633 (meters)    3929.23  (feet)  COMP
 NV0645  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 NV0645
 NV0645  VERT ORDER  -  FIRST     CLASS II
 NV0645
 NV0645.The horizontal coordinates were scaled from a topographic map and have
 NV0645.an estimated accuracy of +/- 6 seconds.
 NV0645
 NV0645.The orthometric height was determined by differential leveling
 NV0645.and adjusted by the National Geodetic Survey in June 1991..
 NV0645
 NV0645.The geoid height was determined by GEOID03.
 NV0645
 NV0645.The dynamic height is computed by dividing the NAVD 88
 NV0645.geopotential number by the normal gravity value computed on the
 NV0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0645.degrees latitude (g = 980.6199 gals.).
 NV0645
 NV0645.The modeled gravity was interpolated from observed gravity values.
 NV0645
 NV0645;                    North         East    Units  Estimated Accuracy
 NV0645;SPC ID W     -   101,570.      803,650.      MT  (+/- 180 meters Scaled)
 NV0645
 NV0645                          SUPERSEDED SURVEY CONTROL
 NV0645
 NV0645  NGVD 29 (??/??/92) 1197.312  (m)         3928.18   (f) ADJ UNCH    1 2
 NV0645
 NV0645.Superseded values are not recommended for survey control.
 NV0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0645.See file dsdata.txt to determine how the superseded data were derived.
 NV0645
 NV0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH062151(NAD 83)
 NV0645_MARKER: P = PIPE CAP
 NV0645_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0645_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0645_STAMPING: 3929
 NV0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0645
 NV0645  HISTORY     - Date     Condition        Report By
 NV0645  HISTORY     - UNK      MONUMENTED       USGLO
 NV0645  HISTORY     - 1956     GOOD             USGS
 NV0645
 NV0645                          STATION DESCRIPTION
 NV0645
 NV0645'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 NV0645'17.4 MI SW FROM HOT SPRING.
 NV0645'6.0 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0645'BRUNEAU RIVER AT HOT SPRING, TO A ROAD JUNCTION, THENCE TAKE THE LEFT
 NV0645'FORK FOR 11.4 MILES.  ABOUT 960 FEET NORTH OF THE SUMMIT OF THE ROAD,
 NV0645'IN A DRAW BETWEEN TWO RIDGES ABOUT 800 FEET APART, AND 6 FEET WEST OF
 NV0645'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0131 ***********************************************************************
 OZ0131  DESIGNATION -  3935.52
 OZ0131  PID         -  OZ0131
 OZ0131  STATE/COUNTY-  ID/GOODING
 OZ0131  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0131
 OZ0131                         *CURRENT SURVEY CONTROL
 OZ0131  ___________________________________________________________________
 OZ0131* NAD 83(1986)-  43 04 15.     (N)    114 41 18.     (W)     SCALED    
 OZ0131* NAVD 88     -      1230.104  (meters)    4035.77   (feet)  ADJUSTED  
 OZ0131  ___________________________________________________________________
 OZ0131  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 OZ0131  DYNAMIC HT  -        1229.462 (meters)    4033.66  (feet)  COMP
 OZ0131  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 OZ0131
 OZ0131  VERT ORDER  -  SECOND    CLASS 0
 OZ0131
 OZ0131.The horizontal coordinates were scaled from a topographic map and have
 OZ0131.an estimated accuracy of +/- 6 seconds.
 OZ0131
 OZ0131.The orthometric height was determined by differential leveling
 OZ0131.and adjusted by the National Geodetic Survey in June 1991..
 OZ0131
 OZ0131.The geoid height was determined by GEOID03.
 OZ0131
 OZ0131.The dynamic height is computed by dividing the NAVD 88
 OZ0131.geopotential number by the normal gravity value computed on the
 OZ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0131.degrees latitude (g = 980.6199 gals.).
 OZ0131
 OZ0131.The modeled gravity was interpolated from observed gravity values.
 OZ0131
 OZ0131;                    North         East    Units  Estimated Accuracy
 OZ0131;SPC ID C     -   156,200.      443,940.      MT  (+/- 180 meters Scaled)
 OZ0131
 OZ0131                          SUPERSEDED SURVEY CONTROL
 OZ0131
 OZ0131  NGVD 29 (??/??/92) 1229.177  (m)         4032.72   (f) ADJ UNCH    2 0
 OZ0131
 OZ0131.Superseded values are not recommended for survey control.
 OZ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0131.See file dsdata.txt to determine how the superseded data were derived.
 OZ0131
 OZ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH882712(NAD 83)
 OZ0131_MARKER: DD = SURVEY DISK
 OZ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0131_STAMPING: 3935.52 520+48.2
 OZ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0131+STABILITY: SURFACE MOTION
 OZ0131
 OZ0131  HISTORY     - Date     Condition        Report By
 OZ0131  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0131  HISTORY     - 1950     GOOD             NGS
 OZ0131
 OZ0131                          STATION DESCRIPTION
 OZ0131
 OZ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0131'10.0 MI N FROM GOODING.
 OZ0131'10.0 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0131'GOODING, ABOUT 100 YARDS NORTHEAST OF AND ACROSS THE ROAD FROM A SMALL
 OZ0131'KNOLL, 50 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 OZ0131'WEST OF THE WEST EDGE OF A FIRE DITCH, ABOUT 1 1/2 FEET LOWER THAN THE
 OZ0131'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 OZ0131'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0130 ***********************************************************************
 OZ0130  DESIGNATION -  3935.52 RM
 OZ0130  PID         -  OZ0130
 OZ0130  STATE/COUNTY-  ID/GOODING
 OZ0130  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0130
 OZ0130                         *CURRENT SURVEY CONTROL
 OZ0130  ___________________________________________________________________
 OZ0130* NAD 83(1986)-  43 04 15.     (N)    114 41 19.     (W)     SCALED    
 OZ0130* NAVD 88     -      1230.997  (meters)    4038.70   (feet)  ADJUSTED  
 OZ0130  ___________________________________________________________________
 OZ0130  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 OZ0130  DYNAMIC HT  -        1230.355 (meters)    4036.59  (feet)  COMP
 OZ0130  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 OZ0130
 OZ0130  VERT ORDER  -  SECOND    CLASS 0
 OZ0130
 OZ0130.The horizontal coordinates were scaled from a topographic map and have
 OZ0130.an estimated accuracy of +/- 6 seconds.
 OZ0130
 OZ0130.The orthometric height was determined by differential leveling
 OZ0130.and adjusted by the National Geodetic Survey in June 1991..
 OZ0130
 OZ0130.The geoid height was determined by GEOID03.
 OZ0130
 OZ0130.The dynamic height is computed by dividing the NAVD 88
 OZ0130.geopotential number by the normal gravity value computed on the
 OZ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0130.degrees latitude (g = 980.6199 gals.).
 OZ0130
 OZ0130.The modeled gravity was interpolated from observed gravity values.
 OZ0130
 OZ0130;                    North         East    Units  Estimated Accuracy
 OZ0130;SPC ID C     -   156,200.      443,920.      MT  (+/- 180 meters Scaled)
 OZ0130
 OZ0130                          SUPERSEDED SURVEY CONTROL
 OZ0130
 OZ0130  NGVD 29 (??/??/92) 1230.070  (m)         4035.65   (f) ADJ UNCH    2 0
 OZ0130
 OZ0130.Superseded values are not recommended for survey control.
 OZ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0130.See file dsdata.txt to determine how the superseded data were derived.
 OZ0130
 OZ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH881712(NAD 83)
 OZ0130_MARKER: DD = SURVEY DISK
 OZ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0130+STABILITY: SURFACE MOTION
 OZ0130
 OZ0130  HISTORY     - Date     Condition        Report By
 OZ0130  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0130  HISTORY     - 1950     GOOD             NGS
 OZ0130
 OZ0130                          STATION DESCRIPTION
 OZ0130
 OZ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0130'10.0 MI N FROM GOODING.
 OZ0130'10.0 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0130'GOODING, ABOUT 70 YARDS NORTH OF A SMALL ROCKY KNOLL, 63 FEET EAST OF
 OZ0130'THE EAST EDGE OF A FIRE DITCH, 50 FEET WEST OF THE CENTER LINE OF THE
 OZ0130'HIGHWAY, 31 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A DITCH, ABOUT
 OZ0130'1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0130'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0045 ***********************************************************************
 QB0045  DESIGNATION -  3945
 QB0045  PID         -  QB0045
 QB0045  STATE/COUNTY-  ID/ADAMS
 QB0045  USGS QUAD   -  MEADOWS (1973)
 QB0045
 QB0045                         *CURRENT SURVEY CONTROL
 QB0045  ___________________________________________________________________
 QB0045* NAD 83(1986)-  44 57 39.     (N)    116 14 39.     (W)     SCALED    
 QB0045* NAVD 88     -      1213.256  (meters)    3980.49   (feet)  ADJUSTED  
 QB0045  ___________________________________________________________________
 QB0045  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 QB0045  DYNAMIC HT  -        1212.796 (meters)    3978.98  (feet)  COMP
 QB0045  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 QB0045
 QB0045  VERT ORDER  -  SECOND    CLASS 0
 QB0045
 QB0045.The horizontal coordinates were scaled from a topographic map and have
 QB0045.an estimated accuracy of +/- 6 seconds.
 QB0045
 QB0045.The orthometric height was determined by differential leveling
 QB0045.and adjusted by the National Geodetic Survey in June 1991..
 QB0045
 QB0045.The geoid height was determined by GEOID03.
 QB0045
 QB0045.The dynamic height is computed by dividing the NAVD 88
 QB0045.geopotential number by the normal gravity value computed on the
 QB0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0045.degrees latitude (g = 980.6199 gals.).
 QB0045
 QB0045.The modeled gravity was interpolated from observed gravity values.
 QB0045
 QB0045;                    North         East    Units  Estimated Accuracy
 QB0045;SPC ID W     -   366,070.      761,010.      MT  (+/- 180 meters Scaled)
 QB0045
 QB0045                          SUPERSEDED SURVEY CONTROL
 QB0045
 QB0045  NGVD 29 (??/??/92) 1212.117  (m)         3976.75   (f) ADJ UNCH    2 0
 QB0045
 QB0045.Superseded values are not recommended for survey control.
 QB0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0045.See file dsdata.txt to determine how the superseded data were derived.
 QB0045
 QB0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK596788(NAD 83)
 QB0045_MARKER: P = PIPE CAP
 QB0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0045_STAMPING: 3945
 QB0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0045
 QB0045  HISTORY     - Date     Condition        Report By
 QB0045  HISTORY     - UNK      MONUMENTED       USGS
 QB0045  HISTORY     - 1935     GOOD             NGS
 QB0045
 QB0045                          STATION DESCRIPTION
 QB0045
 QB0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0045'IN MEADOWS.
 QB0045'AT MEADOWS, ADAMS COUNTY, ABOUT 0.2 MILE NORTHEAST OF THE PUBLIC
 QB0045'SCHOOL, ABOUT 0.1 MILE EAST OF THE POST OFFICE, 27.5 FEET SOUTH OF THE
 QB0045'CENTER LINE OF STATE HIGHWAY 15, AND 6.5 FEET NORTH OF THE PROPERTY
 QB0045'LINE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 QB0045'3945 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING ABOUT
 QB0045'2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1198 ***********************************************************************
 NU1198  DESIGNATION -  3981.1
 NU1198  PID         -  NU1198
 NU1198  STATE/COUNTY-  ID/CASSIA
 NU1198  USGS QUAD   -  RUPERT (1976)
 NU1198
 NU1198                         *CURRENT SURVEY CONTROL
 NU1198  ___________________________________________________________________
 NU1198* NAD 83(1986)-  42 31 08.     (N)    113 44 34.     (W)     SCALED    
 NU1198* NAVD 88     -      1278.146  (meters)    4193.38   (feet)  ADJUSTED  
 NU1198  ___________________________________________________________________
 NU1198  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NU1198  DYNAMIC HT  -        1277.404 (meters)    4190.95  (feet)  COMP
 NU1198  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 NU1198
 NU1198  VERT ORDER  -  SECOND    CLASS 0
 NU1198
 NU1198.The horizontal coordinates were scaled from a topographic map and have
 NU1198.an estimated accuracy of +/- 6 seconds.
 NU1198
 NU1198.The orthometric height was determined by differential leveling
 NU1198.and adjusted by the National Geodetic Survey in June 1991..
 NU1198
 NU1198.The geoid height was determined by GEOID03.
 NU1198
 NU1198.The dynamic height is computed by dividing the NAVD 88
 NU1198.geopotential number by the normal gravity value computed on the
 NU1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1198.degrees latitude (g = 980.6199 gals.).
 NU1198
 NU1198.The modeled gravity was interpolated from observed gravity values.
 NU1198
 NU1198;                    North         East    Units  Estimated Accuracy
 NU1198;SPC ID C     -    94,690.      521,140.      MT  (+/- 180 meters Scaled)
 NU1198
 NU1198                          SUPERSEDED SURVEY CONTROL
 NU1198
 NU1198  NGVD 29 (??/??/92) 1277.174  (m)         4190.19   (f) ADJ UNCH    2 0
 NU1198
 NU1198.Superseded values are not recommended for survey control.
 NU1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1198.See file dsdata.txt to determine how the superseded data were derived.
 NU1198
 NU1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN746110(NAD 83)
 NU1198_MARKER: DD = SURVEY DISK
 NU1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1198_STAMPING: EL 3981.1 STA 111+39.4
 NU1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1198+STABILITY: SURFACE MOTION
 NU1198
 NU1198  HISTORY     - Date     Condition        Report By
 NU1198  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1198  HISTORY     - 1935     GOOD             NGS
 NU1198  HISTORY     - 1963     MARK NOT FOUND   USGS
 NU1198
 NU1198                          STATION DESCRIPTION
 NU1198
 NU1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1198'3.3 MI E FROM BURLEY.
 NU1198'3.3 MILES EAST ALONG U.S. HIGHWAY 30 S FROM THE CITY HALL AT BURLEY,
 NU1198'CASSIA COUNTY, AND 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. AN
 NU1198'IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED EL 3981.1 STA
 NU1198'111+39.4 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS AREA HAS
 NU1198'BEEN FILLED AND LEVELED.  THE BM HAS APPARENTLY BEEN REMOVED OR
 NU1198'BURIED.
 NU1198
 NU1198                          STATION RECOVERY (1963)
 NU1198
 NU1198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NU1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0054 ***********************************************************************
 OY0054  DESIGNATION -  398+78.0
 OY0054  PID         -  OY0054
 OY0054  STATE/COUNTY-  ID/JEFFERSON
 OY0054  USGS QUAD   -  ROBERTS (1979)
 OY0054
 OY0054                         *CURRENT SURVEY CONTROL
 OY0054  ___________________________________________________________________
 OY0054* NAD 83(1992)-  43 44 31.63046(N)    112 08 52.96228(W)     ADJUSTED  
 OY0054* NAVD 88     -      1455.503  (meters)    4775.26   (feet)  ADJUSTED  
 OY0054  ___________________________________________________________________
 OY0054  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 OY0054  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OY0054  DYNAMIC HT  -        1454.792 (meters)    4772.93  (feet)  COMP
 OY0054  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 OY0054
 OY0054  HORZ ORDER  -  SECOND
 OY0054  VERT ORDER  -  FIRST     CLASS II
 OY0054
 OY0054.The horizontal coordinates were established by classical geodetic methods
 OY0054.and adjusted by the National Geodetic Survey in July 1992..
 OY0054
 OY0054.The orthometric height was determined by differential leveling
 OY0054.and adjusted by the National Geodetic Survey in June 1991..
 OY0054
 OY0054.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0054
 OY0054.The geoid height was determined by GEOID03.
 OY0054
 OY0054.The dynamic height is computed by dividing the NAVD 88
 OY0054.geopotential number by the normal gravity value computed on the
 OY0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0054.degrees latitude (g = 980.6199 gals.).
 OY0054
 OY0054.The modeled gravity was interpolated from observed gravity values.
 OY0054
 OY0054;                    North         East     Units Scale Factor Converg.
 OY0054;SPC ID E     -   230,543.850   201,499.942   MT  0.99994740   +0 00 46.4
 OY0054;UTM  12      - 4,843,871.664   407,558.493   MT  0.99970511   -0 47 37.8
 OY0054
 OY0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0054!SPC ID E     -   0.99977361  x   0.99994740  =   0.99972102
 OY0054!UTM  12      -   0.99977361  x   0.99970511  =   0.99947879
 OY0054
 OY0054                          SUPERSEDED SURVEY CONTROL
 OY0054
 OY0054  NAD 83(1986)-  43 44 31.62411(N)    112 08 52.94942(W) AD(       ) 2
 OY0054  NAD 27      -  43 44 31.94210(N)    112 08 50.03480(W) AD(       ) 2
 OY0054  NGVD 29 (??/??/92) 1454.440  (m)         4771.78   (f) ADJ UNCH    1 2
 OY0054
 OY0054.Superseded values are not recommended for survey control.
 OY0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0054.See file dsdata.txt to determine how the superseded data were derived.
 OY0054
 OY0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0755843872(NAD 83)
 OY0054_MARKER: DD = SURVEY DISK
 OY0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0054_STAMPING: 398+78.0
 OY0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0054+STABILITY: SURFACE MOTION
 OY0054
 OY0054  HISTORY     - Date     Condition        Report By
 OY0054  HISTORY     - 1959     MONUMENTED       CGS
 OY0054  HISTORY     - 1967     GOOD             NGS
 OY0054  HISTORY     - 19920530 MARK NOT FOUND   NGS
 OY0054
 OY0054                          STATION DESCRIPTION
 OY0054
 OY0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0054'SEE STATION IDA 15-118
 OY0054
 OY0054                          STATION RECOVERY (1967)
 OY0054
 OY0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0054'2.05 MI NW FROM ROBERTS.
 OY0054'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 OY0054'RAILROAD STATION AT ROBERTS, THENCE 0.95 MILE NORTH ALONG INTERSTATE
 OY0054'HIGHWAY 15, 205 FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE
 OY0054'HIGHWAY, 17.14 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION IDA
 OY0054'15-118 1959, 23 FEET NORTH OF THE CENTER LINE OF AN EASTWEST COUNTY
 OY0054'ROAD, 0.8 FOOT WEST OF A FENCE CORNER POST, 0.4 FOOT SOUTH OF A FENCE,
 OY0054'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OY0054'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OY0054
 OY0054                          STATION RECOVERY (1992)
 OY0054
 OY0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0054'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0540 ***********************************************************************
 RY0540  DESIGNATION -  3988.3
 RY0540  PID         -  RY0540
 RY0540  STATE/COUNTY-  ID/SHOSHONE
 RY0540  USGS QUAD   -  PINCHOT BUTTE (1994)
 RY0540
 RY0540                         *CURRENT SURVEY CONTROL
 RY0540  ___________________________________________________________________
 RY0540* NAD 83(1986)-  46 56 17.     (N)    115 53 06.     (W)     SCALED    
 RY0540* NAVD 88     -      1215.801  (meters)    3988.84   (feet)  ADJUSTED  
 RY0540  ___________________________________________________________________
 RY0540  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 RY0540  DYNAMIC HT  -        1215.630 (meters)    3988.28  (feet)  COMP
 RY0540  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 RY0540
 RY0540  VERT ORDER  -  SECOND    CLASS 0
 RY0540
 RY0540.The horizontal coordinates were scaled from a topographic map and have
 RY0540.an estimated accuracy of +/- 6 seconds.
 RY0540
 RY0540.The orthometric height was determined by differential leveling
 RY0540.and adjusted by the National Geodetic Survey in June 1991..
 RY0540
 RY0540.The geoid height was determined by GEOID03.
 RY0540
 RY0540.The dynamic height is computed by dividing the NAVD 88
 RY0540.geopotential number by the normal gravity value computed on the
 RY0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0540.degrees latitude (g = 980.6199 gals.).
 RY0540
 RY0540.The modeled gravity was interpolated from observed gravity values.
 RY0540
 RY0540;                    North         East    Units  Estimated Accuracy
 RY0540;SPC ID W     -   585,720.      789,720.      MT  (+/- 180 meters Scaled)
 RY0540
 RY0540                          SUPERSEDED SURVEY CONTROL
 RY0540
 RY0540  NGVD 29 (??/??/92) 1214.634  (m)         3985.01   (f) ADJ UNCH    2 0
 RY0540
 RY0540.Superseded values are not recommended for survey control.
 RY0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0540.See file dsdata.txt to determine how the superseded data were derived.
 RY0540
 RY0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM848988(NAD 83)
 RY0540_MARKER: N = NAIL
 RY0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0540_SP_SET: TREE
 RY0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0540
 RY0540  HISTORY     - Date     Condition        Report By
 RY0540  HISTORY     - UNK      MONUMENTED       USGS
 RY0540  HISTORY     - 1936     GOOD             NGS
 RY0540
 RY0540                          STATION DESCRIPTION
 RY0540
 RY0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RY0540'6.2 MI NE FROM BOEHLS CABIN.
 RY0540'IN SHOSHONE COUNTY, ABOUT 6.2 MILES NORTHEAST ALONG THE STOCKING
 RY0540'MEADOWS-GOAT MOUNTAIN TRAIL FROM THE STEEL BRIDGE OVER BREAKFAST CREEK
 RY0540'NEAR BOEHLS CABIN, CLEARWATER COUNTY, ABOUT 0.9 MILE NORTHEAST OF
 RY0540'STOCKING MEADOW CABIN, ABOUT 0.6 MILE SOUTHWEST OF THE STOCKING MEADOW
 RY0540'CAMP GROUNDS, 14.1 FEET SOUTHWEST OF A BLAZED 20-INCH WHITE-FIR TREE,
 RY0540'6.2 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, IN THE NORTH BASE OF A
 RY0540'3-FOOT CEDAR TREE PAINTED U.S. 3988.3 B.M., AND ABOUT 2 1/2 FEET
 RY0540'HIGHER THAN THE TRAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RY0540'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0135 ***********************************************************************
 QA0135  DESIGNATION -  4
 QA0135  PID         -  QA0135
 QA0135  STATE/COUNTY-  ID/CUSTER
 QA0135  USGS QUAD   -  OBSIDIAN (1963)
 QA0135
 QA0135                         *CURRENT SURVEY CONTROL
 QA0135  ___________________________________________________________________
 QA0135* NAD 83(1986)-  44 01 28.     (N)    114 49 59.     (W)     SCALED    
 QA0135* NAVD 88     -      2079.226  (meters)    6821.59   (feet)  ADJUSTED  
 QA0135  ___________________________________________________________________
 QA0135  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 QA0135  DYNAMIC HT  -        2077.852 (meters)    6817.09  (feet)  COMP
 QA0135  MODELED GRAV-     979,883.9   (mgal)                       NAVD 88
 QA0135
 QA0135  VERT ORDER  -  SECOND    CLASS 0
 QA0135
 QA0135.The horizontal coordinates were scaled from a topographic map and have
 QA0135.an estimated accuracy of +/- 6 seconds.
 QA0135
 QA0135.The orthometric height was determined by differential leveling
 QA0135.and adjusted by the National Geodetic Survey in June 1991..
 QA0135
 QA0135.The geoid height was determined by GEOID03.
 QA0135
 QA0135.The dynamic height is computed by dividing the NAVD 88
 QA0135.geopotential number by the normal gravity value computed on the
 QA0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0135.degrees latitude (g = 980.6199 gals.).
 QA0135
 QA0135.The modeled gravity was interpolated from observed gravity values.
 QA0135
 QA0135;                    North         East    Units  Estimated Accuracy
 QA0135;SPC ID C     -   262,250.      433,220.      MT  (+/- 180 meters Scaled)
 QA0135
 QA0135                          SUPERSEDED SURVEY CONTROL
 QA0135
 QA0135  NGVD 29 (??/??/92) 2077.828  (m)         6817.01   (f) ADJ UNCH    2 0
 QA0135
 QA0135.Superseded values are not recommended for survey control.
 QA0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0135.See file dsdata.txt to determine how the superseded data were derived.
 QA0135
 QA0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ736768(NAD 83)
 QA0135_MARKER: DD = SURVEY DISK
 QA0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0135_SP_SET: CULVERT
 QA0135_STAMPING: 4 6758.9 1930
 QA0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0135
 QA0135  HISTORY     - Date     Condition        Report By
 QA0135  HISTORY     - 1930     MONUMENTED       BPR
 QA0135  HISTORY     - 1934     GOOD             NGS
 QA0135
 QA0135                          STATION DESCRIPTION
 QA0135
 QA0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QA0135'15.8 MI SE FROM STANLEY.
 QA0135'15.8 MILES SOUTHEAST OF VALLEY CREEK RANGER STATION ALONG U.S. HIGHWAY
 QA0135'NO. 93.  0.3 MILES SOUTHEAST OF ROAD LEADING NORTHEAST TO P.R. ROWAN
 QA0135'RANCH.  0.2 MILES NORTHWEST OF 15 FOOT CONCRETE BRIDGE OVER SMALL
 QA0135'CREEK.  117 FEET NORTHEAST OF ZIGZAG RAIL FENCE ON SOUTHWEST SIDE OF
 QA0135'ROAD.  40 FEET SOUTHWEST OF RIGHT OF WAY POST NO. 116. 13 FEET
 QA0135'SOUTHWEST OF CENTERLINE OF U.S. HIGHWAY NO. 93 IN TOP OF CONCRETE
 QA0135'HEADWALL OF CULVERT UNDER HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0231 ***********************************************************************
 OZ0231  DESIGNATION -  4
 OZ0231  PID         -  OZ0231
 OZ0231  STATE/COUNTY-  ID/CAMAS
 OZ0231  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0231
 OZ0231                         *CURRENT SURVEY CONTROL
 OZ0231  ___________________________________________________________________
 OZ0231* NAD 83(1986)-  43 20 33.     (N)    114 42 25.     (W)     SCALED    
 OZ0231* NAVD 88     -      1535.023  (meters)    5036.15   (feet)  ADJUSTED  
 OZ0231  ___________________________________________________________________
 OZ0231  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 OZ0231  DYNAMIC HT  -        1534.140 (meters)    5033.26  (feet)  COMP
 OZ0231  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 OZ0231
 OZ0231  VERT ORDER  -  SECOND    CLASS 0
 OZ0231
 OZ0231.The horizontal coordinates were scaled from a topographic map and have
 OZ0231.an estimated accuracy of +/- 6 seconds.
 OZ0231
 OZ0231.The orthometric height was determined by differential leveling
 OZ0231.and adjusted by the National Geodetic Survey in June 1991..
 OZ0231
 OZ0231.The geoid height was determined by GEOID03.
 OZ0231
 OZ0231.The dynamic height is computed by dividing the NAVD 88
 OZ0231.geopotential number by the normal gravity value computed on the
 OZ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0231.degrees latitude (g = 980.6199 gals.).
 OZ0231
 OZ0231.The modeled gravity was interpolated from observed gravity values.
 OZ0231
 OZ0231;                    North         East    Units  Estimated Accuracy
 OZ0231;SPC ID C     -   186,390.      442,680.      MT  (+/- 180 meters Scaled)
 OZ0231
 OZ0231                          SUPERSEDED SURVEY CONTROL
 OZ0231
 OZ0231  NGVD 29 (??/??/92) 1533.947  (m)         5032.62   (f) ADJ UNCH    2 0
 OZ0231
 OZ0231.Superseded values are not recommended for survey control.
 OZ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0231.See file dsdata.txt to determine how the superseded data were derived.
 OZ0231
 OZ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ858014(NAD 83)
 OZ0231_MARKER: DD = SURVEY DISK
 OZ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0231+STABILITY: SURFACE MOTION
 OZ0231
 OZ0231  HISTORY     - Date     Condition        Report By
 OZ0231  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0231  HISTORY     - 1950     GOOD             NGS
 OZ0231  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0231
 OZ0231                          STATION DESCRIPTION
 OZ0231
 OZ0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0231'4.6 MI E FROM FAIRFIELD.
 OZ0231'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0231'THENCE 4.3 MILES EAST ALONG STATE HIGHWAY 68, 0.3 MILE EAST OF THE
 OZ0231'INTERSECTION OF A NORTH-SOUTH DIRT ROAD, ABOUT 0.15 MILE SOUTHEAST OF
 OZ0231'AND ACROSS A FIELD FROM A GRAIN ELEVATOR, 39 1/2 FEET NORTH OF THE
 OZ0231'CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF A TELEPHONE POLE, ABOUT 1
 OZ0231'FOOT HIGHER THAN THE HIGHWAY, 0.4 FOOT SOUTH OF A FENCE, AND SET IN
 OZ0231'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OZ0231
 OZ0231                          STATION RECOVERY (1981)
 OZ0231
 OZ0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0405 ***********************************************************************
 RZ0405  DESIGNATION -  4
 RZ0405  PID         -  RZ0405
 RZ0405  STATE/COUNTY-  ID/LATAH
 RZ0405  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0405
 RZ0405                         *CURRENT SURVEY CONTROL
 RZ0405  ___________________________________________________________________
 RZ0405* NAD 83(1986)-  46 43 11.     (N)    116 58 20.     (W)     SCALED    
 RZ0405* NAVD 88     -       805.734  (meters)    2643.48   (feet)  ADJUSTED  
 RZ0405  ___________________________________________________________________
 RZ0405  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 RZ0405  DYNAMIC HT  -         805.669 (meters)    2643.27  (feet)  COMP
 RZ0405  MODELED GRAV-     980,506.6   (mgal)                       NAVD 88
 RZ0405
 RZ0405  VERT ORDER  -  SECOND    CLASS 0
 RZ0405
 RZ0405.The horizontal coordinates were scaled from a topographic map and have
 RZ0405.an estimated accuracy of +/- 6 seconds.
 RZ0405
 RZ0405.The orthometric height was determined by differential leveling
 RZ0405.and adjusted by the National Geodetic Survey in June 1991..
 RZ0405
 RZ0405.The geoid height was determined by GEOID03.
 RZ0405
 RZ0405.The dynamic height is computed by dividing the NAVD 88
 RZ0405.geopotential number by the normal gravity value computed on the
 RZ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0405.degrees latitude (g = 980.6199 gals.).
 RZ0405
 RZ0405.The modeled gravity was interpolated from observed gravity values.
 RZ0405
 RZ0405;                    North         East    Units  Estimated Accuracy
 RZ0405;SPC ID W     -   562,160.      706,560.      MT  (+/- 180 meters Scaled)
 RZ0405
 RZ0405                          SUPERSEDED SURVEY CONTROL
 RZ0405
 RZ0405  NGVD 29 (??/??/92)  804.628  (m)         2639.85   (f) ADJ UNCH    2 0
 RZ0405
 RZ0405.Superseded values are not recommended for survey control.
 RZ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0405.See file dsdata.txt to determine how the superseded data were derived.
 RZ0405
 RZ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM021740(NAD 83)
 RZ0405_MARKER: DD = SURVEY DISK
 RZ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0405_STAMPING: NO 4
 RZ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0405+STABILITY: SURFACE MOTION
 RZ0405
 RZ0405  HISTORY     - Date     Condition        Report By
 RZ0405  HISTORY     - UNK      MONUMENTED       IDPWD
 RZ0405  HISTORY     - 1952     GOOD             NGS
 RZ0405
 RZ0405                          STATION DESCRIPTION
 RZ0405
 RZ0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0405'1.8 MI E FROM MOSCOW.
 RZ0405'0.4 MILE SOUTH ALONG WASHINGTON STREET FROM THE POST OFFICE AT MOSCOW,
 RZ0405'THENCE 1.4 MILES EAST ALONG STATE HIGHWAY 8, AT THE EAST BOUNDARY OF
 RZ0405'THE MOSCOW CEMETERY, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RZ0405'11 FEET NORTHEAST OF A 6-INCH TREE, 7.1 FEET NORTH OF BENCH MARK NO 3
 RZ0405'(D.P.W.), 6 FEET NORTH OF A FENCE CORNER POST, 3.1 FEET NORTH OF A
 RZ0405'WITNESS POST, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 RZ0405'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0454 ***********************************************************************
 OZ0454  DESIGNATION -  4
 OZ0454  PID         -  OZ0454
 OZ0454  STATE/COUNTY-  ID/ELMORE
 OZ0454  USGS QUAD   -  PINE (1973)
 OZ0454
 OZ0454                         *CURRENT SURVEY CONTROL
 OZ0454  ___________________________________________________________________
 OZ0454* NAD 83(1986)-  43 27 01.     (N)    115 17 42.     (W)     SCALED    
 OZ0454* NAVD 88     -      1294.704  (meters)    4247.71   (feet)  ADJUSTED  
 OZ0454  ___________________________________________________________________
 OZ0454  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 OZ0454  DYNAMIC HT  -        1293.997 (meters)    4245.39  (feet)  COMP
 OZ0454  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 OZ0454
 OZ0454  VERT ORDER  -  SECOND    CLASS 0
 OZ0454
 OZ0454.The horizontal coordinates were scaled from a topographic map and have
 OZ0454.an estimated accuracy of +/- 6 seconds.
 OZ0454
 OZ0454.The orthometric height was determined by differential leveling
 OZ0454.and adjusted by the National Geodetic Survey in June 1991..
 OZ0454
 OZ0454.The geoid height was determined by GEOID03.
 OZ0454
 OZ0454.The dynamic height is computed by dividing the NAVD 88
 OZ0454.geopotential number by the normal gravity value computed on the
 OZ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0454.degrees latitude (g = 980.6199 gals.).
 OZ0454
 OZ0454.The modeled gravity was interpolated from observed gravity values.
 OZ0454
 OZ0454;                    North         East    Units  Estimated Accuracy
 OZ0454;SPC ID W     -   198,220.      836,830.      MT  (+/- 180 meters Scaled)
 OZ0454
 OZ0454                          SUPERSEDED SURVEY CONTROL
 OZ0454
 OZ0454  NGVD 29 (??/??/92) 1293.617  (m)         4244.14   (f) ADJ UNCH    2 0
 OZ0454
 OZ0454.Superseded values are not recommended for survey control.
 OZ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0454.See file dsdata.txt to determine how the superseded data were derived.
 OZ0454
 OZ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ379122(NAD 83)
 OZ0454_MARKER: DD = SURVEY DISK
 OZ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0454+STABILITY: SURFACE MOTION
 OZ0454
 OZ0454  HISTORY     - Date     Condition        Report By
 OZ0454  HISTORY     - UNK      MONUMENTED       BOR
 OZ0454  HISTORY     - 1950     GOOD             NGS
 OZ0454
 OZ0454                          STATION DESCRIPTION
 OZ0454
 OZ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0454'3.2 MI SE FROM PINE.
 OZ0454'3.2 MILES SOUTHEAST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0454'PINE, 0.5 MILE NORTHWEST OF A RANCH HOUSE, ABOUT MIDWAY BETWEEN TWO
 OZ0454'CURVES, ON THE SOUTHWEST SLOPE OF A HILL, 69 FEET (SLOPED DISTANCE)
 OZ0454'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET WEST OF A WITNESS
 OZ0454'POST, 1.6 FEET SOUTH OF A RED AND WHITE PAINTED STEEL ROD, ABOUT 30
 OZ0454'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OZ0454'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0456 ***********************************************************************
 SV0456  DESIGNATION -  4
 SV0456  PID         -  SV0456
 SV0456  STATE/COUNTY-  ID/KOOTENAI
 SV0456  USGS QUAD   -  LANE (1981)
 SV0456
 SV0456                         *CURRENT SURVEY CONTROL
 SV0456  ___________________________________________________________________
 SV0456* NAD 83(1986)-  47 37 21.     (N)    116 34 55.     (W)     SCALED    
 SV0456* NAVD 88     -       704.197  (meters)    2310.35   (feet)  ADJUSTED  
 SV0456  ___________________________________________________________________
 SV0456  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 SV0456  DYNAMIC HT  -         704.194 (meters)    2310.34  (feet)  COMP
 SV0456  MODELED GRAV-     980,585.3   (mgal)                       NAVD 88
 SV0456
 SV0456  VERT ORDER  -  SECOND    CLASS 0
 SV0456
 SV0456.The horizontal coordinates were scaled from a topographic map and have
 SV0456.an estimated accuracy of +/- 6 seconds.
 SV0456
 SV0456.The orthometric height was determined by differential leveling
 SV0456.and adjusted by the National Geodetic Survey in June 1991..
 SV0456
 SV0456.The geoid height was determined by GEOID03.
 SV0456
 SV0456.The dynamic height is computed by dividing the NAVD 88
 SV0456.geopotential number by the normal gravity value computed on the
 SV0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0456.degrees latitude (g = 980.6199 gals.).
 SV0456
 SV0456.The modeled gravity was interpolated from observed gravity values.
 SV0456
 SV0456;                    North         East    Units  Estimated Accuracy
 SV0456;SPC ID W     -   662,130.      737,470.      MT  (+/- 180 meters Scaled)
 SV0456
 SV0456                          SUPERSEDED SURVEY CONTROL
 SV0456
 SV0456  NGVD 29 (??/??/92)  703.047  (m)         2306.58   (f) ADJ UNCH    2 0
 SV0456
 SV0456.Superseded values are not recommended for survey control.
 SV0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0456.See file dsdata.txt to determine how the superseded data were derived.
 SV0456
 SV0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN314744(NAD 83)
 SV0456_MARKER: DD = SURVEY DISK
 SV0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0456_SP_SET: CULVERT
 SV0456_STAMPING: BM NO 4 2308.405 1934
 SV0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0456
 SV0456  HISTORY     - Date     Condition        Report By
 SV0456  HISTORY     - 1934     MONUMENTED       BPR
 SV0456  HISTORY     - 1958     GOOD             NGS
 SV0456
 SV0456                          STATION DESCRIPTION
 SV0456
 SV0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0456'12.3 MI E FROM COEUR DALENE.
 SV0456'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR D ALENE,
 SV0456'THENCE 12.2 MILES EAST ALONG U.S. HIGHWAY 10.  ABOUT 20 FEET EAST OF
 SV0456'THE EAST END OF A LARGE CUT ON THE SOUTH SIDE OF THE HIGHWAY, 18.0
 SV0456'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE
 SV0456'CENTER OF THE SOUTH CONCRETE HEADWALL OF A CORRUGATED IRON PIPE
 SV0456'CULVERT UNDER THE HIGHWAY AND OVER CEDAR CREEK AND ABOUT 4 FEET LOWER
 SV0456'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0420 ***********************************************************************
 NT0420  DESIGNATION -  4
 NT0420  PID         -  NT0420
 NT0420  STATE/COUNTY-  ID/CARIBOU
 NT0420  USGS QUAD   -  SODA SPRINGS (1982)
 NT0420
 NT0420                         *CURRENT SURVEY CONTROL
 NT0420  ___________________________________________________________________
 NT0420* NAD 83(1986)-  42 42 51.     (N)    111 33 53.     (W)     SCALED    
 NT0420* NAVD 88     -      1849.289  (meters)    6067.21   (feet)  ADJUSTED  
 NT0420  ___________________________________________________________________
 NT0420  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 NT0420  DYNAMIC HT  -        1848.004 (meters)    6062.99  (feet)  COMP
 NT0420  MODELED GRAV-     979,859.9   (mgal)                       NAVD 88
 NT0420
 NT0420  VERT ORDER  -  SECOND    CLASS 0
 NT0420
 NT0420.The horizontal coordinates were scaled from a topographic map and have
 NT0420.an estimated accuracy of +/- 6 seconds.
 NT0420
 NT0420.The orthometric height was determined by differential leveling
 NT0420.and adjusted by the National Geodetic Survey in June 1991..
 NT0420
 NT0420.The geoid height was determined by GEOID03.
 NT0420
 NT0420.The dynamic height is computed by dividing the NAVD 88
 NT0420.geopotential number by the normal gravity value computed on the
 NT0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0420.degrees latitude (g = 980.6199 gals.).
 NT0420
 NT0420.The modeled gravity was interpolated from observed gravity values.
 NT0420
 NT0420;                    North         East    Units  Estimated Accuracy
 NT0420;SPC ID E     -   116,520.      249,310.      MT  (+/- 180 meters Scaled)
 NT0420
 NT0420                          SUPERSEDED SURVEY CONTROL
 NT0420
 NT0420  NGVD 29 (??/??/92) 1848.07   (m)         6063.2    (f) COMPUTED    2 0
 NT0420
 NT0420.Superseded values are not recommended for survey control.
 NT0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0420.See file dsdata.txt to determine how the superseded data were derived.
 NT0420
 NT0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN537292(NAD 83)
 NT0420_MARKER: DD = SURVEY DISK
 NT0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0420_STAMPING: 4
 NT0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0420+STABILITY: SURFACE MOTION
 NT0420
 NT0420  HISTORY     - Date     Condition        Report By
 NT0420  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0420  HISTORY     - 1951     GOOD             NGS
 NT0420
 NT0420                          STATION DESCRIPTION
 NT0420
 NT0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0420'5.2 MI N FROM SODA SPRINGS.
 NT0420'5.2 MILES NORTH ALONG STATE HIGHWAY 34, THENCE 0.25 SOUTH OF A DIRT
 NT0420'ROAD LEADING EAST, 0.15 MILE NORTHEAST OF RANCH HOUSE WEST OF THE
 NT0420'HIGHWAY, AND ABOUT 150 YARDS NORTH OF A CUT FOR THE HIGHWAY, 50 FEET
 NT0420'WEST OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET WEST OF A CONCRETE
 NT0420'POST WITH LETTERING FAGH 235-A(1), AND SET IN THE TOP OF A CONCRETE
 NT0420'POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT LOWER THAN
 NT0420'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0239 ***********************************************************************
 RA0239  DESIGNATION -  4 A
 RA0239  PID         -  RA0239
 RA0239  STATE/COUNTY-  ID/IDAHO
 RA0239  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA0239
 RA0239                         *CURRENT SURVEY CONTROL
 RA0239  ___________________________________________________________________
 RA0239* NAD 83(1986)-  45 24 31.     (N)    116 11 27.     (W)     SCALED    
 RA0239* NAVD 88     -       558.532  (meters)    1832.45   (feet)  ADJUSTED  
 RA0239  ___________________________________________________________________
 RA0239  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 RA0239  DYNAMIC HT  -         558.388 (meters)    1831.98  (feet)  COMP
 RA0239  MODELED GRAV-     980,343.8   (mgal)                       NAVD 88
 RA0239
 RA0239  VERT ORDER  -  SECOND    CLASS 0
 RA0239
 RA0239.The horizontal coordinates were scaled from a topographic map and have
 RA0239.an estimated accuracy of +/- 6 seconds.
 RA0239
 RA0239.The orthometric height was determined by differential leveling
 RA0239.and adjusted by the National Geodetic Survey in June 1991..
 RA0239
 RA0239.The geoid height was determined by GEOID03.
 RA0239
 RA0239.The dynamic height is computed by dividing the NAVD 88
 RA0239.geopotential number by the normal gravity value computed on the
 RA0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0239.degrees latitude (g = 980.6199 gals.).
 RA0239
 RA0239.The modeled gravity was interpolated from observed gravity values.
 RA0239
 RA0239;                    North         East    Units  Estimated Accuracy
 RA0239;SPC ID W     -   415,810.      765,490.      MT  (+/- 180 meters Scaled)
 RA0239
 RA0239                          SUPERSEDED SURVEY CONTROL
 RA0239
 RA0239  NGVD 29 (??/??/92)  557.451  (m)         1828.90   (f) ADJ UNCH    2 0
 RA0239
 RA0239.Superseded values are not recommended for survey control.
 RA0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0239.See file dsdata.txt to determine how the superseded data were derived.
 RA0239
 RA0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL633286(NAD 83)
 RA0239_MARKER: DD = SURVEY DISK
 RA0239_SETTING: 80 = SET IN A BOULDER
 RA0239_SP_SET: BOULDER
 RA0239_STAMPING: 4A 1938
 RA0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0239+STABILITY: SURFACE MOTION
 RA0239
 RA0239  HISTORY     - Date     Condition        Report By
 RA0239  HISTORY     - 1938     MONUMENTED       USGS
 RA0239  HISTORY     - 1945     GOOD             NGS
 RA0239
 RA0239                          STATION DESCRIPTION
 RA0239
 RA0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0239'8.2 MI E FROM RIGGINS.
 RA0239'ALONG SALMON RIVER ROAD, 8.2 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0239'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), 123.6 FEET NORTH OF
 RA0239'A LONE PINE TREE, 37.0 FEET SOUTH OF NEAREST TREE OF A GROUP OF THREE
 RA0239'PINE TREES, 30.0 FEET EAST OF CENTERLINE OF ROAD, SET IN TOP OF LARGE
 RA0239'AND PROMINENT POINT OF ROCK PROJECTING INTO RIVER AND ABOUT 7 FEET
 RA0239'BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0597 ***********************************************************************
 QA0597  DESIGNATION -  4 A
 QA0597  PID         -  QA0597
 QA0597  STATE/COUNTY-  ID/VALLEY
 QA0597  USGS QUAD   -  FITSUM SUMMIT (1973)
 QA0597
 QA0597                         *CURRENT SURVEY CONTROL
 QA0597  ___________________________________________________________________
 QA0597* NAD 83(1986)-  44 55 07.     (N)    115 59 11.     (W)     SCALED    
 QA0597* NAVD 88     -      1645.134  (meters)    5397.41   (feet)  ADJUSTED  
 QA0597  ___________________________________________________________________
 QA0597  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 QA0597  DYNAMIC HT  -        1644.387 (meters)    5394.96  (feet)  COMP
 QA0597  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 QA0597
 QA0597  VERT ORDER  -  SECOND    CLASS 0
 QA0597
 QA0597.The horizontal coordinates were scaled from a topographic map and have
 QA0597.an estimated accuracy of +/- 6 seconds.
 QA0597
 QA0597.The orthometric height was determined by differential leveling
 QA0597.and adjusted by the National Geodetic Survey in June 1991..
 QA0597
 QA0597.The geoid height was determined by GEOID03.
 QA0597
 QA0597.The dynamic height is computed by dividing the NAVD 88
 QA0597.geopotential number by the normal gravity value computed on the
 QA0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0597.degrees latitude (g = 980.6199 gals.).
 QA0597
 QA0597.The modeled gravity was interpolated from observed gravity values.
 QA0597
 QA0597;                    North         East    Units  Estimated Accuracy
 QA0597;SPC ID W     -   361,290.      781,340.      MT  (+/- 180 meters Scaled)
 QA0597
 QA0597                          SUPERSEDED SURVEY CONTROL
 QA0597
 QA0597  NGVD 29 (??/??/92) 1643.938  (m)         5393.49   (f) ADJ UNCH    2 0
 QA0597
 QA0597.Superseded values are not recommended for survey control.
 QA0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0597.See file dsdata.txt to determine how the superseded data were derived.
 QA0597
 QA0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK800744(NAD 83)
 QA0597_MARKER: DD = SURVEY DISK
 QA0597_SETTING: 66 = SET IN ROCK OUTCROP
 QA0597_SP_SET: GRANITE OUTCROP
 QA0597_STAMPING: 4 A 1939
 QA0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0597+STABILITY: POSITION/ELEVATION WELL
 QA0597
 QA0597  HISTORY     - Date     Condition        Report By
 QA0597  HISTORY     - 1939     MONUMENTED       USGS
 QA0597  HISTORY     - 1959     GOOD             NGS
 QA0597
 QA0597                          STATION DESCRIPTION
 QA0597
 QA0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QA0597'7.8 MI E FROM MCCALL.
 QA0597'7.8 MILES NORTH AND EAST ALONG AN ASPHALT AND GRAVEL ROAD FROM THE
 QA0597'JUNCTION OF STATE HIGHWAY 15 AT MCCALL, 0.35 MILE SOUTHEAST OF THE
 QA0597'CROSSING OF JUMBO CREEK, ON A SMALL RIDGE, IN TOP OF A LARGE GRANITE
 QA0597'OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 41 FEET
 QA0597'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 63 FEET SOUTH AND
 QA0597'ACROSS THE ROAD FROM A SMALL PINE TREE BEARING AN ALUMINUM TAG STAMPED
 QA0597'5395.2, 11.3 FEET SOUTH OF A WITNESS POST, AND ABOUT 2 FEET HIGHER
 QA0597'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0588 ***********************************************************************
 PY0588  DESIGNATION -  4 EAM
 PY0588  PID         -  PY0588
 PY0588  STATE/COUNTY-  ID/FREMONT
 PY0588  USGS QUAD   -  ISLAND PARK DAM (1964)
 PY0588
 PY0588                         *CURRENT SURVEY CONTROL
 PY0588  ___________________________________________________________________
 PY0588* NAD 83(1986)-  44 27 53.     (N)    111 30 02.     (W)     SCALED    
 PY0588* NAVD 88     -      1974.958  (meters)    6479.51   (feet)  POSTED    
 PY0588  ___________________________________________________________________
 PY0588  GEOID HEIGHT-          -9.31  (meters)                     GEOID03
 PY0588  DYNAMIC HT  -        1973.870 (meters)    6475.94  (feet)  COMP
 PY0588  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 PY0588
 PY0588  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0588
 PY0588.The horizontal coordinates were scaled from a topographic map and have
 PY0588.an estimated accuracy of +/- 6 seconds.
 PY0588
 PY0588.The orthometric height was determined by differential leveling
 PY0588.and adjusted by the National Geodetic Survey in 1992..
 PY0588.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0588.rate of 0.0 thru 1.0 mm/km.
 PY0588
 PY0588.The geoid height was determined by GEOID03.
 PY0588
 PY0588.The dynamic height is computed by dividing the NAVD 88
 PY0588.geopotential number by the normal gravity value computed on the
 PY0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0588.degrees latitude (g = 980.6199 gals.).
 PY0588
 PY0588.The modeled gravity was interpolated from observed gravity values.
 PY0588
 PY0588;                    North         East    Units  Estimated Accuracy
 PY0588;SPC ID E     -   311,050.      253,010.      MT  (+/- 180 meters Scaled)
 PY0588
 PY0588                          SUPERSEDED SURVEY CONTROL
 PY0588
 PY0588  NGVD 29 (??/??/92) 1973.686  (m)         6475.33   (f) ADJ UNCH    1 2
 PY0588
 PY0588.Superseded values are not recommended for survey control.
 PY0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0588.See file dsdata.txt to determine how the superseded data were derived.
 PY0588
 PY0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ601236(NAD 83)
 PY0588_MARKER: DD = SURVEY DISK
 PY0588_SETTING: 80 = SET IN A BOULDER
 PY0588_STAMPING: 4 EAM 6476 1964
 PY0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0588+STABILITY: SURFACE MOTION
 PY0588
 PY0588  HISTORY     - Date     Condition        Report By
 PY0588  HISTORY     - 1964     MONUMENTED       USGS
 PY0588  HISTORY     - 1967     GOOD             NGS
 PY0588
 PY0588                          STATION DESCRIPTION
 PY0588
 PY0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0588'10.6 MI SW FROM MACKS INN.
 PY0588'3.45 MILES SOUTH ALONG U.S. HIGHWAY 20 AND 191 FROM THE POST OFFICE AT
 PY0588'MACKS INN, THENCE 3.8 MILES WEST ALONG A ROAD, THENCE 3.35 MILES WEST
 PY0588'ALONG KILGORE-YALE ROAD, ABOUT 325 FEET EAST OF A CUT, ABOUT 325 FEET
 PY0588'NORTHEAST OF A SAND STOCKPILE, ON THE OUTSIDE OF A CURVE, IN THE TOP
 PY0588'OF A 2 1/2- BY 2 1/2-FOOT BOULDER PROJECTING 0.4 FOOT ABOVE THE
 PY0588'GROUND, 126 FEET SOUTH AND ACROSS THE OLD ROAD FROM THE CENTER LINE OF
 PY0588'THE ROAD, 37 FEET SOUTH OF THE CENTER LINE OF THE OLD ROAD, 3.0 FEET
 PY0588'NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE OLD ROAD, AND 15
 PY0588'FEET LOWER THAN THE KILGORE-YALE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0473 ***********************************************************************
 NW0473  DESIGNATION -  4 EMH
 NW0473  PID         -  NW0473
 NW0473  STATE/COUNTY-  ID/OWYHEE
 NW0473  USGS QUAD   -  TRIANGLE RESERVOIR (1990)
 NW0473
 NW0473                         *CURRENT SURVEY CONTROL
 NW0473  ___________________________________________________________________
 NW0473* NAD 83(1986)-  42 47 02.     (N)    116 35 30.     (W)     SCALED    
 NW0473* NAVD 88     -      1706.963  (meters)    5600.26   (feet)  POSTED    
 NW0473  ___________________________________________________________________
 NW0473  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0473  DYNAMIC HT  -        1705.870 (meters)    5596.68  (feet)  COMP
 NW0473  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 NW0473
 NW0473  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0473
 NW0473.The horizontal coordinates were scaled from a topographic map and have
 NW0473.an estimated accuracy of +/- 6 seconds.
 NW0473
 NW0473.The orthometric height was determined by differential leveling
 NW0473.and adjusted by the National Geodetic Survey in 1992..
 NW0473.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0473.rate of 0.0 thru 1.0 mm/km.
 NW0473
 NW0473.The geoid height was determined by GEOID03.
 NW0473
 NW0473.The dynamic height is computed by dividing the NAVD 88
 NW0473.geopotential number by the normal gravity value computed on the
 NW0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0473.degrees latitude (g = 980.6199 gals.).
 NW0473
 NW0473.The modeled gravity was interpolated from observed gravity values.
 NW0473
 NW0473;                    North         East    Units  Estimated Accuracy
 NW0473;SPC ID W     -   124,430.      731,130.      MT  (+/- 180 meters Scaled)
 NW0473
 NW0473                          SUPERSEDED SURVEY CONTROL
 NW0473
 NW0473.No superseded survey control is available for this station.
 NW0473
 NW0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH333368(NAD 83)
 NW0473_MARKER: DD = SURVEY DISK
 NW0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0473_SP_SET: COPPER-CLAD STEEL ROD
 NW0473_STAMPING: 4 EMH 1972 5596
 NW0473_MARK LOGO: USGS  
 NW0473_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0473+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0473
 NW0473  HISTORY     - Date     Condition        Report By
 NW0473  HISTORY     - 1972     MONUMENTED       USGS
 NW0473
 NW0473                          STATION DESCRIPTION
 NW0473
 NW0473'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0473'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0473'ROAD, THENCE 3.1 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, 178 FEET
 NW0473'WEST OF A LONE JUNIPER TREE ON THE SOUTH EDGE OF THE ROAD, 30 FEET
 NW0473'SOUTH AND ABOUT 1.0 FOOT LOWER THAN THE CENTERLINE OF THE ROAD,
 NW0473'A 5/8 COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE AND
 NW0473'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0430 ***********************************************************************
 NW0430  DESIGNATION -  4 FMK
 NW0430  PID         -  NW0430
 NW0430  STATE/COUNTY-  ID/OWYHEE
 NW0430  USGS QUAD   -  STONEHOUSE CREEK (1990)
 NW0430
 NW0430                         *CURRENT SURVEY CONTROL
 NW0430  ___________________________________________________________________
 NW0430* NAD 83(1986)-  42 55 00.     (N)    116 57 01.     (W)     SCALED    
 NW0430* NAVD 88     -      1584.441  (meters)    5198.29   (feet)  POSTED    
 NW0430  ___________________________________________________________________
 NW0430  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 NW0430  DYNAMIC HT  -        1583.550 (meters)    5195.36  (feet)  COMP
 NW0430  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 NW0430
 NW0430  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0430
 NW0430.The horizontal coordinates were scaled from a topographic map and have
 NW0430.an estimated accuracy of +/- 6 seconds.
 NW0430
 NW0430.The orthometric height was determined by differential leveling
 NW0430.and adjusted by the National Geodetic Survey in 1992..
 NW0430.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0430.rate of 1.1 thru 2.0 mm/km.
 NW0430
 NW0430.The geoid height was determined by GEOID03.
 NW0430
 NW0430.The dynamic height is computed by dividing the NAVD 88
 NW0430.geopotential number by the normal gravity value computed on the
 NW0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0430.degrees latitude (g = 980.6199 gals.).
 NW0430
 NW0430.The modeled gravity was interpolated from observed gravity values.
 NW0430
 NW0430;                    North         East    Units  Estimated Accuracy
 NW0430;SPC ID W     -   139,540.      702,000.      MT  (+/- 180 meters Scaled)
 NW0430
 NW0430                          SUPERSEDED SURVEY CONTROL
 NW0430
 NW0430  NGVD 29 (??/??/92) 1583.34   (m)         5194.7    (f) COMPUTED    2 0
 NW0430
 NW0430.Superseded values are not recommended for survey control.
 NW0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0430.See file dsdata.txt to determine how the superseded data were derived.
 NW0430
 NW0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH040515(NAD 83)
 NW0430_MARKER: DD = SURVEY DISK
 NW0430_SETTING: 66 = SET IN ROCK OUTCROP
 NW0430_SP_SET: ROCK OUTCROP
 NW0430_STAMPING: 4 FMK 1964
 NW0430_MARK LOGO: USGS  
 NW0430_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0430+STABILITY: POSITION/ELEVATION WELL
 NW0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0430+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0430
 NW0430  HISTORY     - Date     Condition        Report By
 NW0430  HISTORY     - 1964     MONUMENTED       USGS
 NW0430
 NW0430                          STATION DESCRIPTION
 NW0430
 NW0430'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0430'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0430'SOUTHEAST ALONG COUNTY ROAD, THENCE 3.9 MILES SOUTHEAST ALONG FLINT
 NW0430'CREEK ROAD, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 5.3 FEET
 NW0430'NORTHWEST OF A WITNESS POST, IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1198 ***********************************************************************
 OY1198  DESIGNATION -  4 HLS
 OY1198  PID         -  OY1198
 OY1198  STATE/COUNTY-  ID/BUTTE
 OY1198  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1198
 OY1198                         *CURRENT SURVEY CONTROL
 OY1198  ___________________________________________________________________
 OY1198* NAD 83(1986)-  43 30 53.     (N)    112 57 24.     (W)     SCALED    
 OY1198* NAVD 88     -      1511.592  (meters)    4959.28   (feet)  ADJUSTED  
 OY1198  ___________________________________________________________________
 OY1198  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 OY1198  DYNAMIC HT  -        1510.790 (meters)    4956.65  (feet)  COMP
 OY1198  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 OY1198
 OY1198  VERT ORDER  -  FIRST     CLASS II
 OY1198
 OY1198.The horizontal coordinates were scaled from a topographic map and have
 OY1198.an estimated accuracy of +/- 6 seconds.
 OY1198
 OY1198.The orthometric height was determined by differential leveling
 OY1198.and adjusted by the National Geodetic Survey in December 1992..
 OY1198
 OY1198.The geoid height was determined by GEOID03.
 OY1198
 OY1198.The dynamic height is computed by dividing the NAVD 88
 OY1198.geopotential number by the normal gravity value computed on the
 OY1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1198.degrees latitude (g = 980.6199 gals.).
 OY1198
 OY1198.The modeled gravity was interpolated from observed gravity values.
 OY1198
 OY1198;                    North         East    Units  Estimated Accuracy
 OY1198;SPC ID C     -   205,810.      584,360.      MT  (+/- 180 meters Scaled)
 OY1198
 OY1198                          SUPERSEDED SURVEY CONTROL
 OY1198
 OY1198  NGVD 29 (08/20/92) 1510.535  (m)         4955.81   (f) ADJUSTED    1 2
 OY1198
 OY1198.Superseded values are not recommended for survey control.
 OY1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1198.See file dsdata.txt to determine how the superseded data were derived.
 OY1198
 OY1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP418198(NAD 83)
 OY1198_MARKER: DE = TRAVERSE STATION DISK
 OY1198_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1198+WITH SETTING: INFORMATION.
 OY1198_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1198_STAMPING: 4 HLS 1973 4956
 OY1198_MARK LOGO: USGS  
 OY1198_PROJECTION: PROJECTING 2 CENTIMETERS
 OY1198_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1198+STABILITY: SURFACE MOTION
 OY1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1198+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1198
 OY1198  HISTORY     - Date     Condition        Report By
 OY1198  HISTORY     - 1973     MONUMENTED       USGS
 OY1198  HISTORY     - 19920531 GOOD             NGS
 OY1198
 OY1198                          STATION DESCRIPTION
 OY1198
 OY1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1198'32.2 KM (20.00 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1198'OF U.S. HIGHWAY 93 IN ARCO, 19.9 M (65.3 FT) NORTHWEST OF THE NEAR
 OY1198'RAIL OF A U.S. GOVERNMENT RAILROAD, 19.7 M (64.6 FT) SOUTHWEST OF
 OY1198'AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) SOUTH OF A
 OY1198'CAIRN, AND 0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST.  NOTE--THE
 OY1198'DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS FLUSH WITH THE GROUND
 OY1198'SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0060 ***********************************************************************
 TO0060  DESIGNATION -  4 M
 TO0060  PID         -  TO0060
 TO0060  STATE/COUNTY-  ID/BOUNDARY
 TO0060  USGS QUAD   -  MOYIE SPRINGS (1996)
 TO0060
 TO0060                         *CURRENT SURVEY CONTROL
 TO0060  ___________________________________________________________________
 TO0060* NAD 83(1986)-  48 42 18.     (N)    116 11 03.     (W)     SCALED    
 TO0060* NAVD 88     -       547.597  (meters)    1796.57   (feet)  ADJUSTED  
 TO0060  ___________________________________________________________________
 TO0060  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 TO0060  DYNAMIC HT  -         547.636 (meters)    1796.70  (feet)  COMP
 TO0060  MODELED GRAV-     980,666.6   (mgal)                       NAVD 88
 TO0060
 TO0060  VERT ORDER  -  FIRST     CLASS II
 TO0060
 TO0060.The horizontal coordinates were scaled from a topographic map and have
 TO0060.an estimated accuracy of +/- 6 seconds.
 TO0060
 TO0060.The orthometric height was determined by differential leveling
 TO0060.and adjusted by the National Geodetic Survey in June 1991..
 TO0060
 TO0060.The geoid height was determined by GEOID03.
 TO0060
 TO0060.The dynamic height is computed by dividing the NAVD 88
 TO0060.geopotential number by the normal gravity value computed on the
 TO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0060.degrees latitude (g = 980.6199 gals.).
 TO0060
 TO0060.The modeled gravity was interpolated from observed gravity values.
 TO0060
 TO0060;                    North         East    Units  Estimated Accuracy
 TO0060;SPC ID W     -   782,250.      768,050.      MT  (+/- 180 meters Scaled)
 TO0060
 TO0060                          SUPERSEDED SURVEY CONTROL
 TO0060
 TO0060  NGVD 29 (??/??/92)  546.402  (m)         1792.65   (f) ADJ UNCH    1 2
 TO0060
 TO0060.Superseded values are not recommended for survey control.
 TO0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0060.See file dsdata.txt to determine how the superseded data were derived.
 TO0060
 TO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP600949(NAD 83)
 TO0060_MARKER: DD = SURVEY DISK
 TO0060_SETTING: 66 = SET IN ROCK OUTCROP
 TO0060_SP_SET: ROCK
 TO0060_STAMPING: 4 M 1928
 TO0060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0060+STABILITY: POSITION/ELEVATION WELL
 TO0060
 TO0060  HISTORY     - Date     Condition        Report By
 TO0060  HISTORY     - 1928     MONUMENTED       USGS
 TO0060  HISTORY     - 1934     GOOD             IDDT
 TO0060
 TO0060                          STATION DESCRIPTION
 TO0060
 TO0060'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0060'6.4 MI E FROM BONNERS FERRY.
 TO0060'ABOUT 6.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TO0060'AT BONNERS FERRY, BOUNDARY COUNTY, ABOUT 350 FEET SOUTH OF MILEPOST
 TO0060'1362, 15 FEET EAST OF THE TRACK, ABOUT 10 FEET NORTH OF A TIE HUT ON
 TO0060'THE MOUNTAIN SIDE, AND IN THE TOP OF A ROCK PAINTED USBM 1792.5. A
 TO0060'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4 M 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0528 ***********************************************************************
 NW0528  DESIGNATION -  4 MDC
 NW0528  PID         -  NW0528
 NW0528  STATE/COUNTY-  ID/OWYHEE
 NW0528  USGS QUAD   -  JUNIPER POINT (1980)
 NW0528
 NW0528                         *CURRENT SURVEY CONTROL
 NW0528  ___________________________________________________________________
 NW0528* NAD 83(1986)-  42 39 30.     (N)    117 00 12.     (W)     SCALED    
 NW0528* NAVD 88     -      1535.972  (meters)    5039.27   (feet)  POSTED    
 NW0528  ___________________________________________________________________
 NW0528  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 NW0528  DYNAMIC HT  -        1535.060 (meters)    5036.28  (feet)  COMP
 NW0528  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 NW0528
 NW0528  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0528
 NW0528.The horizontal coordinates were scaled from a topographic map and have
 NW0528.an estimated accuracy of +/- 6 seconds.
 NW0528
 NW0528.The orthometric height was determined by differential leveling
 NW0528.and adjusted by the National Geodetic Survey in 1992..
 NW0528.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0528.rate of 0.0 thru 1.0 mm/km.
 NW0528
 NW0528.The geoid height was determined by GEOID03.
 NW0528
 NW0528.The dynamic height is computed by dividing the NAVD 88
 NW0528.geopotential number by the normal gravity value computed on the
 NW0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0528.degrees latitude (g = 980.6199 gals.).
 NW0528
 NW0528.The modeled gravity was interpolated from observed gravity values.
 NW0528
 NW0528;                    North         East    Units  Estimated Accuracy
 NW0528;SPC ID W     -   110,910.      697,240.      MT  (+/- 180 meters Scaled)
 NW0528
 NW0528                          SUPERSEDED SURVEY CONTROL
 NW0528
 NW0528  NGVD 29 (??/??/92) 1534.86   (m)         5035.6    (f) COMPUTED    2 0
 NW0528
 NW0528.Superseded values are not recommended for survey control.
 NW0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0528.See file dsdata.txt to determine how the superseded data were derived.
 NW0528
 NW0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH997228(NAD 83)
 NW0528_MARKER: DD = SURVEY DISK
 NW0528_SETTING: 80 = SET IN A BOULDER
 NW0528_SP_SET: IN DRILL HOLE IN A BOULDER
 NW0528_STAMPING: 4 MDC 1973 5036
 NW0528_MARK LOGO: USGS  
 NW0528_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0528+STABILITY: SURFACE MOTION
 NW0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0528+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0528
 NW0528  HISTORY     - Date     Condition        Report By
 NW0528  HISTORY     - 1973     MONUMENTED       USGS
 NW0528
 NW0528                          STATION DESCRIPTION
 NW0528
 NW0528'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0528'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0528'SOUTH ALONG A GRAVELED ROAD, THENCE 3.6 MILES SOUTH ALONG A DIRT ROAD
 NW0528'TOWARD GRANDVIEW, IDAHO, AT THE MIDDLE AND ON THE SOUTHWEST SIDE OF
 NW0528'DOUGAL RESERVOIR, 246 FEET NORTHWEST OF A SIGNPOST READING -DOUGAL
 NW0528'RES.-, 125 FEET NORTH OF POLE NUMBER 4-436, 81 FEET NORTHEAST OF THE
 NW0528'CENTERLINE OF THE ROAD, 3 FEET LOWER THAN THE ROAD BED, SET IN A LARGE
 NW0528'BOULDER PROJECTING 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0136 ***********************************************************************
 QA0136  DESIGNATION -  4 RESET
 QA0136  PID         -  QA0136
 QA0136  STATE/COUNTY-  ID/CUSTER
 QA0136  USGS QUAD   -  OBSIDIAN (1963)
 QA0136
 QA0136                         *CURRENT SURVEY CONTROL
 QA0136  ___________________________________________________________________
 QA0136* NAD 83(1986)-  44 01 28.     (N)    114 49 59.     (W)     SCALED    
 QA0136* NAVD 88     -      2079.02   (+/-2cm)    6820.9    (feet)  VERTCON   
 QA0136  ___________________________________________________________________
 QA0136  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 QA0136
 QA0136  VERT ORDER  -  THIRD (See Below)
 QA0136
 QA0136.The horizontal coordinates were scaled from a topographic map and have
 QA0136.an estimated accuracy of +/- 6 seconds.
 QA0136
 QA0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0136.The vertical order pertains to the NGVD 29 superseded value.
 QA0136
 QA0136.The geoid height was determined by GEOID03.
 QA0136
 QA0136;                    North         East    Units  Estimated Accuracy
 QA0136;SPC ID C     -   262,250.      433,220.      MT  (+/- 180 meters Scaled)
 QA0136
 QA0136                          SUPERSEDED SURVEY CONTROL
 QA0136
 QA0136  NGVD 29 (??/??/??) 2077.63   (m)         6816.4    (f) RESET       3  
 QA0136
 QA0136.Superseded values are not recommended for survey control.
 QA0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0136.See file dsdata.txt to determine how the superseded data were derived.
 QA0136
 QA0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ736768(NAD 83)
 QA0136_MARKER: DD = SURVEY DISK
 QA0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0136_STAMPING: 6758.24 1956
 QA0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0136+STABILITY: SURFACE MOTION
 QA0136
 QA0136  HISTORY     - Date     Condition        Report By
 QA0136  HISTORY     - 1956     MONUMENTED       BPR
 QA0136
 QA0136                          STATION DESCRIPTION
 QA0136
 QA0136'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1956
 QA0136'15.8 MI SE FROM STANLEY.
 QA0136'15.8 MILES SOUTHEAST ALONG NEW U. S. HIGHWAY 93 FROM THE VALLEY CREEK
 QA0136'RANGER STATION AT STANLEY, CUSTER COUNTY, 0.3 MILE SOUTHEAST OF THE
 QA0136'JUNCTION OF A ROAD LEADING NORTHEAST TO THE P. R. ROWAN RANCH, 2550
 QA0136'FEET SOUTHEAST OF A CONCRETE BRIDGE OVER FOURTH OF JULY CREEK, 1000
 QA0136'FEET NORTHWEST OF CHAMPION CREEK, AND 40 FEET RIGHT OF THE CENTERLINE
 QA0136'OF THE HIGHWAY (FACING NORTHWEST), AND SET IN THE TOP OF A ROUND
 QA0136'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0493 ***********************************************************************
 PY0493  DESIGNATION -  40
 PY0493  PID         -  PY0493
 PY0493  STATE/COUNTY-  ID/FREMONT
 PY0493  USGS QUAD   -  LAST CHANCE (1964)
 PY0493
 PY0493                         *CURRENT SURVEY CONTROL
 PY0493  ___________________________________________________________________
 PY0493* NAD 83(1986)-  44 21 29.     (N)    111 24 29.     (W)     SCALED    
 PY0493* NAVD 88     -      1875.032  (meters)    6151.67   (feet)  POSTED    
 PY0493  ___________________________________________________________________
 PY0493  GEOID HEIGHT-          -9.68  (meters)                     GEOID03
 PY0493  DYNAMIC HT  -        1874.000 (meters)    6148.28  (feet)  COMP
 PY0493  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 PY0493
 PY0493  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0493
 PY0493.The horizontal coordinates were scaled from a topographic map and have
 PY0493.an estimated accuracy of +/- 6 seconds.
 PY0493
 PY0493.The orthometric height was determined by differential leveling
 PY0493.and adjusted by the National Geodetic Survey in 1992..
 PY0493.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0493.rate of 3.1 thru 4.0 mm/km.
 PY0493
 PY0493.The geoid height was determined by GEOID03.
 PY0493
 PY0493.The dynamic height is computed by dividing the NAVD 88
 PY0493.geopotential number by the normal gravity value computed on the
 PY0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0493.degrees latitude (g = 980.6199 gals.).
 PY0493
 PY0493.The modeled gravity was interpolated from observed gravity values.
 PY0493
 PY0493;                    North         East    Units  Estimated Accuracy
 PY0493;SPC ID E     -   299,260.      260,480.      MT  (+/- 180 meters Scaled)
 PY0493
 PY0493                          SUPERSEDED SURVEY CONTROL
 PY0493
 PY0493  NGVD 29 (??/??/92) 1873.854  (m)         6147.80   (f) ADJ UNCH    2 0
 PY0493
 PY0493.Superseded values are not recommended for survey control.
 PY0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0493.See file dsdata.txt to determine how the superseded data were derived.
 PY0493
 PY0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ674117(NAD 83)
 PY0493_MARKER: DD = SURVEY DISK
 PY0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0493_STAMPING: 40 6150.16 1932
 PY0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0493+STABILITY: SURFACE MOTION
 PY0493
 PY0493  HISTORY     - Date     Condition        Report By
 PY0493  HISTORY     - 1932     MONUMENTED       BPR
 PY0493  HISTORY     - 1963     MARK NOT FOUND   USGS
 PY0493
 PY0493                          STATION DESCRIPTION
 PY0493
 PY0493'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 PY0493'31.0 MI N FROM ASHTON.
 PY0493'31.0 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON,FREMONT COUNTY,
 PY0493'3.0 MILES NORTH OF A ROAD LEADING WEST TO OSBORNE BRIDGE, 0.2 MILE
 PY0493'NORTH OF A ROAD LEADING EAST, AT THE BEGINNING OF A HIGHWAY CURVE, AND
 PY0493'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A UNITED STATES
 PY0493'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 40 6150.16 1932 AND SET
 PY0493'IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 PY0493
 PY0493                          STATION RECOVERY (1963)
 PY0493
 PY0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PY0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0248 ***********************************************************************
 SV0248  DESIGNATION -  40 2674
 SV0248  PID         -  SV0248
 SV0248  STATE/COUNTY-  ID/BENEWAH
 SV0248  USGS QUAD   -  SANTA (1995)
 SV0248
 SV0248                         *CURRENT SURVEY CONTROL
 SV0248  ___________________________________________________________________
 SV0248* NAD 83(1986)-  47 08 58.     (N)    116 26 51.     (W)     SCALED    
 SV0248* NAVD 88     -       815.344  (meters)    2675.01   (feet)  ADJUSTED  
 SV0248  ___________________________________________________________________
 SV0248  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 SV0248  DYNAMIC HT  -         815.303 (meters)    2674.87  (feet)  COMP
 SV0248  MODELED GRAV-     980,535.6   (mgal)                       NAVD 88
 SV0248
 SV0248  VERT ORDER  -  SECOND    CLASS 0
 SV0248
 SV0248.The horizontal coordinates were scaled from a topographic map and have
 SV0248.an estimated accuracy of +/- 6 seconds.
 SV0248
 SV0248.The orthometric height was determined by differential leveling
 SV0248.and adjusted by the National Geodetic Survey in June 1991..
 SV0248
 SV0248.The geoid height was determined by GEOID03.
 SV0248
 SV0248.The dynamic height is computed by dividing the NAVD 88
 SV0248.geopotential number by the normal gravity value computed on the
 SV0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0248.degrees latitude (g = 980.6199 gals.).
 SV0248
 SV0248.The modeled gravity was interpolated from observed gravity values.
 SV0248
 SV0248;                    North         East    Units  Estimated Accuracy
 SV0248;SPC ID W     -   609,440.      747,100.      MT  (+/- 180 meters Scaled)
 SV0248
 SV0248                          SUPERSEDED SURVEY CONTROL
 SV0248
 SV0248  NGVD 29 (??/??/92)  814.204  (m)         2671.27   (f) ADJ UNCH    2 0
 SV0248
 SV0248.Superseded values are not recommended for survey control.
 SV0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0248.See file dsdata.txt to determine how the superseded data were derived.
 SV0248
 SV0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN418219(NAD 83)
 SV0248_MARKER: P = PIPE CAP
 SV0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0248_STAMPING: 40 2674 FT. 1911
 SV0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0248
 SV0248  HISTORY     - Date     Condition        Report By
 SV0248  HISTORY     - 1911     MONUMENTED       USGS
 SV0248  HISTORY     - 1935     GOOD             NGS
 SV0248
 SV0248                          STATION DESCRIPTION
 SV0248
 SV0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0248'IN SANTA.
 SV0248'87.5 FEET WEST OF WEST CORNER OF RAILWAY STATION.  41.4 FEET WEST OF
 SV0248'CENTERLINE OF RAILROAD CROSSING.  37.1 FEET SOUTHWEST OF CENTERLINE OF
 SV0248'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC R.R. MAIN TRACK.  IRON POST
 SV0248'WITH BRONZE CAP.  NOTE-- PIPE BENT, BUT MARK SOLID, NOT IN GOOD
 SV0248'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0509 ***********************************************************************
 NW0509  DESIGNATION -  40 EMH
 NW0509  PID         -  NW0509
 NW0509  STATE/COUNTY-  ID/OWYHEE
 NW0509  USGS QUAD   -  LOST VALLEY (1972)
 NW0509
 NW0509                         *CURRENT SURVEY CONTROL
 NW0509  ___________________________________________________________________
 NW0509* NAD 83(1986)-  42 27 45.     (N)    116 16 17.     (W)     SCALED    
 NW0509* NAVD 88     -      1730.456  (meters)    5677.34   (feet)  POSTED    
 NW0509  ___________________________________________________________________
 NW0509  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 NW0509  DYNAMIC HT  -        1729.270 (meters)    5673.45  (feet)  COMP
 NW0509  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 NW0509
 NW0509  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0509
 NW0509.The horizontal coordinates were scaled from a topographic map and have
 NW0509.an estimated accuracy of +/- 6 seconds.
 NW0509
 NW0509.The orthometric height was determined by differential leveling
 NW0509.and adjusted by the National Geodetic Survey in 1992..
 NW0509.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0509.rate of 0.0 thru 1.0 mm/km.
 NW0509
 NW0509.The geoid height was determined by GEOID03.
 NW0509
 NW0509.The dynamic height is computed by dividing the NAVD 88
 NW0509.geopotential number by the normal gravity value computed on the
 NW0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0509.degrees latitude (g = 980.6199 gals.).
 NW0509
 NW0509.The modeled gravity was interpolated from observed gravity values.
 NW0509
 NW0509;                    North         East    Units  Estimated Accuracy
 NW0509;SPC ID W     -    88,520.      757,120.      MT  (+/- 180 meters Scaled)
 NW0509
 NW0509                          SUPERSEDED SURVEY CONTROL
 NW0509
 NW0509.No superseded survey control is available for this station.
 NW0509
 NW0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH599013(NAD 83)
 NW0509_MARKER: DD = SURVEY DISK
 NW0509_SETTING: 66 = SET IN ROCK OUTCROP
 NW0509_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0509_STAMPING: 40 EMH 1972 5673
 NW0509_MARK LOGO: USGS  
 NW0509_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0509+STABILITY: POSITION/ELEVATION WELL
 NW0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0509+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0509
 NW0509  HISTORY     - Date     Condition        Report By
 NW0509  HISTORY     - 1972     MONUMENTED       USGS
 NW0509
 NW0509                          STATION DESCRIPTION
 NW0509
 NW0509'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0509'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0509'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0509'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0509'TRACK ROAD, THENCE 15.2 MILES SOUTHEAST ALONG TRACK ROAD, THENCE 1.7
 NW0509'MILES EAST ALONG TRACK ROAD, 3.7 MILES EAST OF UPPER BATTLE CREEK
 NW0509'CROSSING, ABOUT 0.5 MILES EAST OF A ROAD SOUTH TO THE MONASTERIC
 NW0509'RANCH, AT THE JUNCTION WITH THE EAST END OF AN ABANDONED WASHED OUT
 NW0509'SECTION OF THE ROAD, 16 FEET SOUTH AND 19 FEET WEST OF THE JUNCTION,
 NW0509'ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, SET IN A ROCK
 NW0509'OUTCROP PROJECTING 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0466 ***********************************************************************
 NW0466  DESIGNATION -  40 FMK
 NW0466  PID         -  NW0466
 NW0466  STATE/COUNTY-  ID/OWYHEE
 NW0466  USGS QUAD   -  ANTELOPE SPRING (1992)
 NW0466
 NW0466                         *CURRENT SURVEY CONTROL
 NW0466  ___________________________________________________________________
 NW0466* NAD 83(1986)-  42 58 04.     (N)    116 28 58.     (W)     SCALED    
 NW0466* NAVD 88     -      1184.992  (meters)    3887.76   (feet)  POSTED    
 NW0466  ___________________________________________________________________
 NW0466  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 NW0466  DYNAMIC HT  -        1184.370 (meters)    3885.72  (feet)  COMP
 NW0466  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 NW0466
 NW0466  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0466
 NW0466.The horizontal coordinates were scaled from a topographic map and have
 NW0466.an estimated accuracy of +/- 6 seconds.
 NW0466
 NW0466.The orthometric height was determined by differential leveling
 NW0466.and adjusted by the National Geodetic Survey in 1992..
 NW0466.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0466.rate of 1.1 thru 2.0 mm/km.
 NW0466
 NW0466.The geoid height was determined by GEOID03.
 NW0466
 NW0466.The dynamic height is computed by dividing the NAVD 88
 NW0466.geopotential number by the normal gravity value computed on the
 NW0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0466.degrees latitude (g = 980.6199 gals.).
 NW0466
 NW0466.The modeled gravity was interpolated from observed gravity values.
 NW0466
 NW0466;                    North         East    Units  Estimated Accuracy
 NW0466;SPC ID W     -   144,780.      740,220.      MT  (+/- 180 meters Scaled)
 NW0466
 NW0466                          SUPERSEDED SURVEY CONTROL
 NW0466
 NW0466  NGVD 29 (??/??/92) 1183.98   (m)         3884.4    (f) COMPUTED    2 0
 NW0466
 NW0466.Superseded values are not recommended for survey control.
 NW0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0466.See file dsdata.txt to determine how the superseded data were derived.
 NW0466
 NW0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH421573(NAD 83)
 NW0466_MARKER: DD = SURVEY DISK
 NW0466_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0466_SP_SET: PREFAB CONC. POST IN EARTH
 NW0466_STAMPING: 40 FMK 1964
 NW0466_MARK LOGO: USGS  
 NW0466_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0466+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0466
 NW0466  HISTORY     - Date     Condition        Report By
 NW0466  HISTORY     - 1964     MONUMENTED       USGS
 NW0466
 NW0466                          STATION DESCRIPTION
 NW0466
 NW0466'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0466'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0466'COUNTY ROAD, THENCE 7.5 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0466'ROAD, 37 FEET EAST OF THE ROAD, 8 FEET WEST OF BATES CREEK EXCLOSURE
 NW0466'SIGN, 2 FEET WEST OF A FENCE AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0567 ***********************************************************************
 NW0567  DESIGNATION -  40 MDC
 NW0567  PID         -  NW0567
 NW0567  STATE/COUNTY-  ID/OWYHEE
 NW0567  USGS QUAD   -  WAGON BOX BASIN (1973)
 NW0567
 NW0567                         *CURRENT SURVEY CONTROL
 NW0567  ___________________________________________________________________
 NW0567* NAD 83(1986)-  42 35 21.     (N)    116 35 52.     (W)     SCALED    
 NW0567* NAVD 88     -      1698.422  (meters)    5572.24   (feet)  POSTED    
 NW0567  ___________________________________________________________________
 NW0567  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 NW0567  DYNAMIC HT  -        1697.300 (meters)    5568.56  (feet)  COMP
 NW0567  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 NW0567
 NW0567  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0567
 NW0567.The horizontal coordinates were scaled from a topographic map and have
 NW0567.an estimated accuracy of +/- 6 seconds.
 NW0567
 NW0567.The orthometric height was determined by differential leveling
 NW0567.and adjusted by the National Geodetic Survey in 1992..
 NW0567.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0567.rate of 0.0 thru 1.0 mm/km.
 NW0567
 NW0567.The geoid height was determined by GEOID03.
 NW0567
 NW0567.The dynamic height is computed by dividing the NAVD 88
 NW0567.geopotential number by the normal gravity value computed on the
 NW0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0567.degrees latitude (g = 980.6199 gals.).
 NW0567
 NW0567.The modeled gravity was interpolated from observed gravity values.
 NW0567
 NW0567;                    North         East    Units  Estimated Accuracy
 NW0567;SPC ID W     -   102,810.      730,420.      MT  (+/- 180 meters Scaled)
 NW0567
 NW0567                          SUPERSEDED SURVEY CONTROL
 NW0567
 NW0567.No superseded survey control is available for this station.
 NW0567
 NW0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH330152(NAD 83)
 NW0567_MARKER: DD = SURVEY DISK
 NW0567_SETTING: 66 = SET IN ROCK OUTCROP
 NW0567_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 NW0567_STAMPING: 40 MDC 1973 5568
 NW0567_MARK LOGO: USGS  
 NW0567_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0567+STABILITY: POSITION/ELEVATION WELL
 NW0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0567+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0567
 NW0567  HISTORY     - Date     Condition        Report By
 NW0567  HISTORY     - 1972     MONUMENTED       USGS
 NW0567
 NW0567                          STATION DESCRIPTION
 NW0567
 NW0567'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0567'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0567'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0567'10.3 MILES NORTH ALONG MUD FLAT ROAD, 3.7 MILES WEST OF MUD FLAT
 NW0567'RESOURCE AREA FIELD STATION, ABOUT 0.4 MILES EAST OF A CATTLEGUARD, AT
 NW0567'A DRAIN CROSSING, AT A PLACE WHERE NORTH OF THE ROAD A DRAIN HAS A
 NW0567'ROCK CLIFF ON BOTH SIDES OF IT, 170 FEET NORTH OF THE CENTERLINE OF
 NW0567'THE ROAD, 2 FEET SOUTHWEST OF A CAIRN, 6 FEET HIGHER THAN THE ROAD
 NW0567'BED, CEMENTED IN A LAVA LEDGE ON THE EAST SIDE OF THE WEST WALL OF A
 NW0567'SMALL CANYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0044 ***********************************************************************
 OH0044  DESIGNATION -  40.0
 OH0044  PID         -  OH0044
 OH0044  STATE/COUNTY-  ID/ADA
 OH0044  USGS QUAD   -  BOISE SOUTH (1976)
 OH0044
 OH0044                         *CURRENT SURVEY CONTROL
 OH0044  ___________________________________________________________________
 OH0044* NAD 83(1986)-  43 35 11.     (N)    116 14 37.     (W)     SCALED    
 OH0044* NAVD 88     -       851.562  (meters)    2793.83   (feet)  ADJUSTED  
 OH0044  ___________________________________________________________________
 OH0044  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 OH0044  DYNAMIC HT  -         851.233 (meters)    2792.75  (feet)  COMP
 OH0044  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 OH0044
 OH0044  VERT ORDER  -  SECOND    CLASS 0
 OH0044
 OH0044.The horizontal coordinates were scaled from a topographic map and have
 OH0044.an estimated accuracy of +/- 6 seconds.
 OH0044
 OH0044.The orthometric height was determined by differential leveling
 OH0044.and adjusted by the National Geodetic Survey in June 1991..
 OH0044
 OH0044.The geoid height was determined by GEOID03.
 OH0044
 OH0044.The dynamic height is computed by dividing the NAVD 88
 OH0044.geopotential number by the normal gravity value computed on the
 OH0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0044.degrees latitude (g = 980.6199 gals.).
 OH0044
 OH0044.The modeled gravity was interpolated from observed gravity values.
 OH0044
 OH0044;                    North         East    Units  Estimated Accuracy
 OH0044;SPC ID W     -   213,360.      760,140.      MT  (+/- 180 meters Scaled)
 OH0044
 OH0044                          SUPERSEDED SURVEY CONTROL
 OH0044
 OH0044  NGVD 29 (??/??/92)  850.601  (m)         2790.68   (f) ADJ UNCH    2 0
 OH0044
 OH0044.Superseded values are not recommended for survey control.
 OH0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0044.See file dsdata.txt to determine how the superseded data were derived.
 OH0044
 OH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ610262(NAD 83)
 OH0044_MARKER: DD = SURVEY DISK
 OH0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0044_STAMPING: 40.0 BM P.O.T. 112+52.5 2790.49
 OH0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0044+STABILITY: SURFACE MOTION
 OH0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0044+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 OH0044
 OH0044  HISTORY     - Date     Condition        Report By
 OH0044  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0044  HISTORY     - 1950     GOOD             NGS
 OH0044  HISTORY     - 20020827 GOOD             USPSQD
 OH0044
 OH0044                          STATION DESCRIPTION
 OH0044
 OH0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OH0044'2.8 MI W FROM BOISE.
 OH0044'1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OH0044'BOISE, THENCE 1.3 MILES SOUTH ALONG ORCHARD AVENUE, DIRECTLY UNDER THE
 OH0044'NORTH-SOUTH FENCE LINE, 49.4 FEET SOUTHWEST OF F 290 (I.S.D.P.W.), 42
 OH0044'FEET WEST OF THE CENTER LINE OF THE AVENUE, 25.6 FEET SOUTH OF THE
 OH0044'CENTER LINE OF SPAULDING STREET, 1.9 FEET NORTHWEST OF A WITNESS POST,
 OH0044'0.6 FOOT SOUTH OF A FENCE CORNER POST, 3 FEET HIGHER THAN THE AVENUE,
 OH0044'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 OH0044'GROUND.
 OH0044
 OH0044                          STATION RECOVERY (2002)
 OH0044
 OH0044'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH0044'UPDATE TO 1950 DESCRIPTION, FENCE IS GONE, WITNESS POST NO LONGER
 OH0044'EXISTS AND THE STREET HAS BEEN RAISED SO THE MARKER IS NOW
 OH0044'APPROXIMATELY 1 FOOT ABOVE THE STREET LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0323 ***********************************************************************
 QY0323  DESIGNATION -  4002.7
 QY0323  PID         -  QY0323
 QY0323  STATE/COUNTY-  ID/LEMHI
 QY0323  USGS QUAD   -  SALMON (1989)
 QY0323
 QY0323                         *CURRENT SURVEY CONTROL
 QY0323  ___________________________________________________________________
 QY0323* NAD 83(1986)-  45 10 30.     (N)    113 53 46.     (W)     SCALED    
 QY0323* NAVD 88     -      1221.575  (meters)    4007.78   (feet)  ADJUSTED  
 QY0323  ___________________________________________________________________
 QY0323  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 QY0323  DYNAMIC HT  -        1221.100 (meters)    4006.23  (feet)  COMP
 QY0323  MODELED GRAV-     980,187.0   (mgal)                       NAVD 88
 QY0323
 QY0323  VERT ORDER  -  FIRST     CLASS II
 QY0323
 QY0323.The horizontal coordinates were scaled from a topographic map and have
 QY0323.an estimated accuracy of +/- 6 seconds.
 QY0323
 QY0323.The orthometric height was determined by differential leveling
 QY0323.and adjusted by the National Geodetic Survey in June 1991..
 QY0323
 QY0323.The geoid height was determined by GEOID03.
 QY0323
 QY0323.The dynamic height is computed by dividing the NAVD 88
 QY0323.geopotential number by the normal gravity value computed on the
 QY0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0323.degrees latitude (g = 980.6199 gals.).
 QY0323
 QY0323.The modeled gravity was interpolated from observed gravity values.
 QY0323
 QY0323;                    North         East    Units  Estimated Accuracy
 QY0323;SPC ID C     -   389,760.      508,170.      MT  (+/- 180 meters Scaled)
 QY0323
 QY0323                          SUPERSEDED SURVEY CONTROL
 QY0323
 QY0323  NGVD 29 (??/??/92) 1220.408  (m)         4003.96   (f) ADJ UNCH    1 2
 QY0323
 QY0323.Superseded values are not recommended for survey control.
 QY0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0323.See file dsdata.txt to determine how the superseded data were derived.
 QY0323
 QY0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR724064(NAD 83)
 QY0323_MARKER: DD = SURVEY DISK
 QY0323_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QY0323_SP_SET: COPING STONE
 QY0323_STAMPING: 4002.7
 QY0323_MARK LOGO: NONE  
 QY0323_MAGNETIC: N = NO MAGNETIC MATERIAL
 QY0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QY0323+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 QY0323
 QY0323  HISTORY     - Date     Condition        Report By
 QY0323  HISTORY     - UNK      MONUMENTED       USGS
 QY0323  HISTORY     - 1945     GOOD             NGS
 QY0323  HISTORY     - 19970804 GOOD             IDTD
 QY0323  HISTORY     - 20060724 GOOD             IDTD
 QY0323
 QY0323                          STATION DESCRIPTION
 QY0323
 QY0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QY0323'IN SALMON.
 QY0323'AT SALMON, LEMHI COUNTY, AT THE NORTHEAST CORNER OF THE COUNTY
 QY0323'COURTHOUSE, IN THE TOP OF THE COPING STONE, AND 3 FEET HIGHER THAN THE
 QY0323'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
 QY0323
 QY0323                          STATION RECOVERY (1997)
 QY0323
 QY0323'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997
 QY0323'RECOVERED AS DESCRIBED.
 QY0323
 QY0323                          STATION RECOVERY (2006)
 QY0323
 QY0323'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (GDJ)
 QY0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0548 ***********************************************************************
 RY0548  DESIGNATION -  4010.1
 RY0548  PID         -  RY0548
 RY0548  STATE/COUNTY-  ID/SHOSHONE
 RY0548  USGS QUAD   -  LITTLE GOAT MOUNTAINS (1994)
 RY0548
 RY0548                         *CURRENT SURVEY CONTROL
 RY0548  ___________________________________________________________________
 RY0548* NAD 83(1986)-  46 58 11.     (N)    115 52 17.     (W)     SCALED    
 RY0548* NAVD 88     -      1222.520  (meters)    4010.88   (feet)  ADJUSTED  
 RY0548  ___________________________________________________________________
 RY0548  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 RY0548  DYNAMIC HT  -        1222.257 (meters)    4010.02  (feet)  COMP
 RY0548  MODELED GRAV-     980,357.1   (mgal)                       NAVD 88
 RY0548
 RY0548  VERT ORDER  -  SECOND    CLASS 0
 RY0548
 RY0548.The horizontal coordinates were scaled from a topographic map and have
 RY0548.an estimated accuracy of +/- 6 seconds.
 RY0548
 RY0548.The orthometric height was determined by differential leveling
 RY0548.and adjusted by the National Geodetic Survey in June 1991..
 RY0548
 RY0548.The geoid height was determined by GEOID03.
 RY0548
 RY0548.The dynamic height is computed by dividing the NAVD 88
 RY0548.geopotential number by the normal gravity value computed on the
 RY0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0548.degrees latitude (g = 980.6199 gals.).
 RY0548
 RY0548.The modeled gravity was interpolated from observed gravity values.
 RY0548
 RY0548;                    North         East    Units  Estimated Accuracy
 RY0548;SPC ID W     -   589,240.      790,760.      MT  (+/- 180 meters Scaled)
 RY0548
 RY0548                          SUPERSEDED SURVEY CONTROL
 RY0548
 RY0548  NGVD 29 (??/??/92) 1221.259  (m)         4006.75   (f) ADJ UNCH    2 0
 RY0548
 RY0548.Superseded values are not recommended for survey control.
 RY0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0548.See file dsdata.txt to determine how the superseded data were derived.
 RY0548
 RY0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN858024(NAD 83)
 RY0548_MARKER: N = NAIL
 RY0548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0548_SP_SET: TREE
 RY0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0548
 RY0548  HISTORY     - Date     Condition        Report By
 RY0548  HISTORY     - UNK      MONUMENTED       USGS
 RY0548  HISTORY     - 1936     GOOD             NGS
 RY0548
 RY0548                          STATION DESCRIPTION
 RY0548
 RY0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RY0548'30.7 MI S FROM AVERY.
 RY0548'ABOUT 30.7 MILES SOUTH ALONG THE JUG CAMP ROAD AND THE STOCKING
 RY0548'MEADOWS-GOAT MOUNTAIN TRAIL FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RY0548'PACIFIC RAILROAD STATION AT AVERY, SHOSHONE COUNTY, ABOUT 3.4 MILES
 RY0548'SOUTH OF THE NORTH END OF THE TRAIL, 4.8 FEET NORTHEAST OF THE CENTER
 RY0548'LINE OF THE TRAIL, AND IN THE BASE OF A 24-INCH TAMARACK TREE BEARING
 RY0548'A TRIANGULAR BLAZE PAINTED U.S.B.M. 4010.1.  A UNITED STATES
 RY0548'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0047 ***********************************************************************
 QB0047  DESIGNATION -  4012
 QB0047  PID         -  QB0047
 QB0047  STATE/COUNTY-  ID/ADAMS
 QB0047  USGS QUAD   -  MEADOWS (1973)
 QB0047
 QB0047                         *CURRENT SURVEY CONTROL
 QB0047  ___________________________________________________________________
 QB0047* NAD 83(1986)-  44 57 26.     (N)    116 14 11.     (W)     SCALED    
 QB0047* NAVD 88     -      1223.860  (meters)    4015.28   (feet)  ADJUSTED  
 QB0047  ___________________________________________________________________
 QB0047  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 QB0047  DYNAMIC HT  -        1223.389 (meters)    4013.74  (feet)  COMP
 QB0047  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 QB0047
 QB0047  VERT ORDER  -  SECOND    CLASS 0
 QB0047
 QB0047.The horizontal coordinates were scaled from a topographic map and have
 QB0047.an estimated accuracy of +/- 6 seconds.
 QB0047
 QB0047.The orthometric height was determined by differential leveling
 QB0047.and adjusted by the National Geodetic Survey in June 1991..
 QB0047
 QB0047.The geoid height was determined by GEOID03.
 QB0047
 QB0047.The dynamic height is computed by dividing the NAVD 88
 QB0047.geopotential number by the normal gravity value computed on the
 QB0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0047.degrees latitude (g = 980.6199 gals.).
 QB0047
 QB0047.The modeled gravity was interpolated from observed gravity values.
 QB0047
 QB0047;                    North         East    Units  Estimated Accuracy
 QB0047;SPC ID W     -   365,670.      761,620.      MT  (+/- 180 meters Scaled)
 QB0047
 QB0047                          SUPERSEDED SURVEY CONTROL
 QB0047
 QB0047  NGVD 29 (??/??/92) 1222.715  (m)         4011.52   (f) ADJ UNCH    2 0
 QB0047
 QB0047.Superseded values are not recommended for survey control.
 QB0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0047.See file dsdata.txt to determine how the superseded data were derived.
 QB0047
 QB0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK602784(NAD 83)
 QB0047_MARKER: DD = SURVEY DISK
 QB0047_SETTING: 0 = UNSPECIFIED SETTING
 QB0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0047
 QB0047  HISTORY     - Date     Condition        Report By
 QB0047  HISTORY     - UNK      MONUMENTED       IDPWD
 QB0047  HISTORY     - 1973     GOOD             USGS
 QB0047
 QB0047                          STATION DESCRIPTION
 QB0047
 QB0047'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QB0047'2.5 MI E FROM NEW MEADOWS.
 QB0047'ABOUT 2.5 MILES EAST ALONG STATE HIGHWAY 55 FROM THE JUNCTION WITH
 QB0047'U.S. HIGHWAY 95 AT NEW MEADOWS, ADAMS COUNTY, 0.7 MILE EAST OF THE
 QB0047'FORMER SCHOOL BUILDING AT MEADOWS, AT THE NORTHWEST END OF A LONG
 QB0047'CURVE TO THE EAST, 20.5 FEET NORTHWEST OF POWER POLE NUMBER 750, 12
 QB0047'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE RIGHT OF
 QB0047'WAY FENCE.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK THAT IS
 QB0047'UNSTAMPED.  NOTE-- THIS BM SHOULD BE USED WITH CAUTION AS THERE IS A 7
 QB0047'FOOT DISCREPANCY IN THE DISTANCE FROM THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0440 ***********************************************************************
 QB0440  DESIGNATION -  4026
 QB0440  PID         -  QB0440
 QB0440  STATE/COUNTY-  ID/ADAMS
 QB0440  USGS QUAD   -  CROOKED RIVER POINT (1986)
 QB0440
 QB0440                         *CURRENT SURVEY CONTROL
 QB0440  ___________________________________________________________________
 QB0440* NAD 83(1986)-  44 50 23.     (N)    116 37 48.     (W)     SCALED    
 QB0440* NAVD 88     -      1228.489  (meters)    4030.47   (feet)  ADJUSTED  
 QB0440  ___________________________________________________________________
 QB0440  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 QB0440  DYNAMIC HT  -        1228.059 (meters)    4029.06  (feet)  COMP
 QB0440  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 QB0440
 QB0440  VERT ORDER  -  SECOND    CLASS 0
 QB0440
 QB0440.The horizontal coordinates were scaled from a topographic map and have
 QB0440.an estimated accuracy of +/- 6 seconds.
 QB0440
 QB0440.The orthometric height was determined by differential leveling
 QB0440.and adjusted by the National Geodetic Survey in June 1991..
 QB0440
 QB0440.The geoid height was determined by GEOID03.
 QB0440
 QB0440.The dynamic height is computed by dividing the NAVD 88
 QB0440.geopotential number by the normal gravity value computed on the
 QB0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0440.degrees latitude (g = 980.6199 gals.).
 QB0440
 QB0440.The modeled gravity was interpolated from observed gravity values.
 QB0440
 QB0440;                    North         East    Units  Estimated Accuracy
 QB0440;SPC ID W     -   352,870.      730,430.      MT  (+/- 180 meters Scaled)
 QB0440
 QB0440                          SUPERSEDED SURVEY CONTROL
 QB0440
 QB0440  NGVD 29 (??/??/92) 1227.396  (m)         4026.88   (f) ADJ UNCH    2 0
 QB0440
 QB0440.Superseded values are not recommended for survey control.
 QB0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0440.See file dsdata.txt to determine how the superseded data were derived.
 QB0440
 QB0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK292652(NAD 83)
 QB0440_MARKER: DD = SURVEY DISK
 QB0440_SETTING: 80 = SET IN A BOULDER
 QB0440_SP_SET: BOULDER
 QB0440_STAMPING: 4026 IDAHO
 QB0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0440+STABILITY: SURFACE MOTION
 QB0440
 QB0440  HISTORY     - Date     Condition        Report By
 QB0440  HISTORY     - UNK      MONUMENTED       CGS
 QB0440  HISTORY     - 1946     GOOD             NGS
 QB0440
 QB0440                          STATION DESCRIPTION
 QB0440
 QB0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0440'13.9 MI NW FROM FRUITVALE.
 QB0440'ABOUT 13.9 MILES NORTHWEST ALONG THE FRUITVALE-HOMESTEAD ROAD FROM THE
 QB0440'POST OFFICE AT FRUITVALE, AT THE WEST END OF A FENCE AT THE HORNET
 QB0440'RANGER STATION, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.9 FEET
 QB0440'SOUTH OF A WHITE BOARD FENCE, AND SET SLANTING IN THE TOP OF A
 QB0440'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0037 ***********************************************************************
 QB0037  DESIGNATION -  40.40
 QB0037  PID         -  QB0037
 QB0037  STATE/COUNTY-  ID/ADAMS
 QB0037  USGS QUAD   -  INDIAN VALLEY (1986)
 QB0037
 QB0037                         *CURRENT SURVEY CONTROL
 QB0037  ___________________________________________________________________
 QB0037* NAD 83(1986)-  44 36 05.     (N)    116 27 09.     (W)     SCALED    
 QB0037* NAVD 88     -       891.419  (meters)    2924.60   (feet)  ADJUSTED  
 QB0037  ___________________________________________________________________
 QB0037  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 QB0037  DYNAMIC HT  -         891.145 (meters)    2923.70  (feet)  COMP
 QB0037  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 QB0037
 QB0037  VERT ORDER  -  FIRST     CLASS II
 QB0037
 QB0037.The horizontal coordinates were scaled from a topographic map and have
 QB0037.an estimated accuracy of +/- 6 seconds.
 QB0037
 QB0037.The orthometric height was determined by differential leveling
 QB0037.and adjusted by the National Geodetic Survey in June 1991..
 QB0037
 QB0037.The geoid height was determined by GEOID03.
 QB0037
 QB0037.The dynamic height is computed by dividing the NAVD 88
 QB0037.geopotential number by the normal gravity value computed on the
 QB0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0037.degrees latitude (g = 980.6199 gals.).
 QB0037
 QB0037.The modeled gravity was interpolated from observed gravity values.
 QB0037
 QB0037;                    North         East    Units  Estimated Accuracy
 QB0037;SPC ID W     -   326,250.      744,230.      MT  (+/- 180 meters Scaled)
 QB0037
 QB0037                          SUPERSEDED SURVEY CONTROL
 QB0037
 QB0037  NGVD 29 (??/??/92)  890.328  (m)         2921.02   (f) ADJ UNCH    1 2
 QB0037
 QB0037.Superseded values are not recommended for survey control.
 QB0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0037.See file dsdata.txt to determine how the superseded data were derived.
 QB0037
 QB0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK434388(NAD 83)
 QB0037_MARKER: DD = SURVEY DISK
 QB0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0037_STAMPING: 40 SIA 220+09.95
 QB0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0037+STABILITY: SURFACE MOTION
 QB0037
 QB0037  HISTORY     - Date     Condition        Report By
 QB0037  HISTORY     - UNK      MONUMENTED       IDPWD
 QB0037  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0037  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0037
 QB0037                          STATION DESCRIPTION
 QB0037
 QB0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0037'10.5 MI S FROM COUNCIL.
 QB0037'SEARCHED FOR BUT NOT RECOVERED.  THE HIGHWAY HAS BEEN IMPROVED AT THIS
 QB0037'MILEAGE AND THIS MARK MAY HAVE BEEN DESTROYED.  THE FOLLOWING IS THE
 QB0037'ORIGINAL DESCRIPTION.  10.5 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE
 QB0037'UNION PACIFIC RAILROAD STATION AT COUNCIL, ADAMS COUNTY, 40 FEET WEST
 QB0037'OF THE CENTER LINE OF THE HIGHWAY AND 5 FEET HIGHER THAN THE HIGHWAY.
 QB0037'AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED 40 SIA
 QB0037'220+09.95 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 QB0037'INCHES ABOVE GROUND.
 QB0037
 QB0037                          STATION RECOVERY (1983)
 QB0037
 QB0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0037'BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0544 ***********************************************************************
 RY0544  DESIGNATION -  4052
 RY0544  PID         -  RY0544
 RY0544  STATE/COUNTY-  ID/SHOSHONE
 RY0544  USGS QUAD   -  LITTLE GOAT MOUNTAINS (1994)
 RY0544
 RY0544                         *CURRENT SURVEY CONTROL
 RY0544  ___________________________________________________________________
 RY0544* NAD 83(1986)-  46 57 25.     (N)    115 52 29.     (W)     SCALED    
 RY0544* NAVD 88     -      1235.311  (meters)    4052.85   (feet)  ADJUSTED  
 RY0544  ___________________________________________________________________
 RY0544  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 RY0544  DYNAMIC HT  -        1235.087 (meters)    4052.11  (feet)  COMP
 RY0544  MODELED GRAV-     980,389.9   (mgal)                       NAVD 88
 RY0544
 RY0544  VERT ORDER  -  SECOND    CLASS 0
 RY0544
 RY0544.The horizontal coordinates were scaled from a topographic map and have
 RY0544.an estimated accuracy of +/- 6 seconds.
 RY0544
 RY0544.The orthometric height was determined by differential leveling
 RY0544.and adjusted by the National Geodetic Survey in June 1991..
 RY0544
 RY0544.The geoid height was determined by GEOID03.
 RY0544
 RY0544.The dynamic height is computed by dividing the NAVD 88
 RY0544.geopotential number by the normal gravity value computed on the
 RY0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0544.degrees latitude (g = 980.6199 gals.).
 RY0544
 RY0544.The modeled gravity was interpolated from observed gravity values.
 RY0544
 RY0544;                    North         East    Units  Estimated Accuracy
 RY0544;SPC ID W     -   587,820.      790,510.      MT  (+/- 180 meters Scaled)
 RY0544
 RY0544                          SUPERSEDED SURVEY CONTROL
 RY0544
 RY0544  NGVD 29 (??/??/92) 1234.095  (m)         4048.86   (f) ADJ UNCH    2 0
 RY0544
 RY0544.Superseded values are not recommended for survey control.
 RY0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0544.See file dsdata.txt to determine how the superseded data were derived.
 RY0544
 RY0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN856009(NAD 83)
 RY0544_MARKER: N = NAIL
 RY0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0544_SP_SET: TREE
 RY0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0544
 RY0544  HISTORY     - Date     Condition        Report By
 RY0544  HISTORY     - UNK      MONUMENTED       USGS
 RY0544  HISTORY     - 1936     GOOD             NGS
 RY0544
 RY0544                          STATION DESCRIPTION
 RY0544
 RY0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RY0544'31.6 MI S FROM AVERY.
 RY0544'ABOUT 31.6 MILES SOUTH ALONG THE JUG CAMP ROAD AND THE STOCKING
 RY0544'MEADOWS-GOAT MOUNTAIN TRAIL FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RY0544'PACIFIC RAILROAD STATION AT AVERY, SHOSHONE COUNTY, ABOUT 4.3 MILES
 RY0544'SOUTH OF THE NORTH END OF THE TRAIL, ABOUT 0.9 MILE NORTH OF THE
 RY0544'STOCKING MEADOWS CAMP GROUNDS, 19.2 FEET SOUTHEAST OF A BLAZED 24-INCH
 RY0544'TAMARACK TREE, 9.8 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL, AND
 RY0544'IN THE BASE OF A 30-INCH TAMARACK TREE PAINTED U.S.B.M. 4052.2. A
 RY0544'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0244 ***********************************************************************
 SV0244  DESIGNATION -  41 2710
 SV0244  PID         -  SV0244
 SV0244  STATE/COUNTY-  ID/BENEWAH
 SV0244  USGS QUAD   -  FERNWOOD (1995)
 SV0244
 SV0244                         *CURRENT SURVEY CONTROL
 SV0244  ___________________________________________________________________
 SV0244* NAD 83(1986)-  47 06 37.     (N)    116 23 37.     (W)     SCALED    
 SV0244* NAVD 88     -       826.188  (meters)    2710.59   (feet)  ADJUSTED  
 SV0244  ___________________________________________________________________
 SV0244  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 SV0244  DYNAMIC HT  -         826.138 (meters)    2710.42  (feet)  COMP
 SV0244  MODELED GRAV-     980,525.1   (mgal)                       NAVD 88
 SV0244
 SV0244  VERT ORDER  -  SECOND    CLASS 0
 SV0244
 SV0244.The horizontal coordinates were scaled from a topographic map and have
 SV0244.an estimated accuracy of +/- 6 seconds.
 SV0244
 SV0244.The orthometric height was determined by differential leveling
 SV0244.and adjusted by the National Geodetic Survey in June 1991..
 SV0244
 SV0244.The geoid height was determined by GEOID03.
 SV0244
 SV0244.The dynamic height is computed by dividing the NAVD 88
 SV0244.geopotential number by the normal gravity value computed on the
 SV0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0244.degrees latitude (g = 980.6199 gals.).
 SV0244
 SV0244.The modeled gravity was interpolated from observed gravity values.
 SV0244
 SV0244;                    North         East    Units  Estimated Accuracy
 SV0244;SPC ID W     -   605,050.      751,150.      MT  (+/- 180 meters Scaled)
 SV0244
 SV0244                          SUPERSEDED SURVEY CONTROL
 SV0244
 SV0244  NGVD 29 (??/??/92)  825.045  (m)         2706.84   (f) ADJ UNCH    2 0
 SV0244
 SV0244.Superseded values are not recommended for survey control.
 SV0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0244.See file dsdata.txt to determine how the superseded data were derived.
 SV0244
 SV0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN460175(NAD 83)
 SV0244_MARKER: P = PIPE CAP
 SV0244_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0244_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0244_STAMPING: 41 2710. FT. 1911
 SV0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0244
 SV0244  HISTORY     - Date     Condition        Report By
 SV0244  HISTORY     - 1911     MONUMENTED       USGS
 SV0244  HISTORY     - 1935     GOOD             NGS
 SV0244
 SV0244                          STATION DESCRIPTION
 SV0244
 SV0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0244'IN FERNWOOD.
 SV0244'ABOUT 400 FEET NORTHWEST OF CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0244'RY. STATION.  90.5 FEET NORTH OF NORTH CORNER OF RAILROAD BRIDGE EE
 SV0244'528.  30.7 FEET NORTHEAST OF/CENTERLINE OF RAILROAD.  20.2 FEET
 SV0244'SOUTHEAST OF EAST CORNER OF TOOL HOUSE.  IRON PIPE WITH BRONZE CAP.
 SV0244'NOTE-- THIS MARK IS SLIGHTLY LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0511 ***********************************************************************
 NW0511  DESIGNATION -  41 EMH
 NW0511  PID         -  NW0511
 NW0511  STATE/COUNTY-  ID/OWYHEE
 NW0511  USGS QUAD   -  TURNER TABLE (1972)
 NW0511
 NW0511                         *CURRENT SURVEY CONTROL
 NW0511  ___________________________________________________________________
 NW0511* NAD 83(1986)-  42 27 29.     (N)    116 14 18.     (W)     SCALED    
 NW0511* NAVD 88     -      1739.793  (meters)    5707.97   (feet)  POSTED    
 NW0511  ___________________________________________________________________
 NW0511  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 NW0511  DYNAMIC HT  -        1738.600 (meters)    5704.06  (feet)  COMP
 NW0511  MODELED GRAV-     979,875.5   (mgal)                       NAVD 88
 NW0511
 NW0511  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0511
 NW0511.The horizontal coordinates were scaled from a topographic map and have
 NW0511.an estimated accuracy of +/- 6 seconds.
 NW0511
 NW0511.The orthometric height was determined by differential leveling
 NW0511.and adjusted by the National Geodetic Survey in 1992..
 NW0511.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0511.rate of 0.0 thru 1.0 mm/km.
 NW0511
 NW0511.The geoid height was determined by GEOID03.
 NW0511
 NW0511.The dynamic height is computed by dividing the NAVD 88
 NW0511.geopotential number by the normal gravity value computed on the
 NW0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0511.degrees latitude (g = 980.6199 gals.).
 NW0511
 NW0511.The modeled gravity was interpolated from observed gravity values.
 NW0511
 NW0511;                    North         East    Units  Estimated Accuracy
 NW0511;SPC ID W     -    88,010.      759,840.      MT  (+/- 180 meters Scaled)
 NW0511
 NW0511                          SUPERSEDED SURVEY CONTROL
 NW0511
 NW0511.No superseded survey control is available for this station.
 NW0511
 NW0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH626009(NAD 83)
 NW0511_MARKER: DD = SURVEY DISK
 NW0511_SETTING: 66 = SET IN ROCK OUTCROP
 NW0511_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0511_STAMPING: 41 EMH 1972 5704
 NW0511_MARK LOGO: USGS  
 NW0511_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0511+STABILITY: POSITION/ELEVATION WELL
 NW0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0511+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0511
 NW0511  HISTORY     - Date     Condition        Report By
 NW0511  HISTORY     - 1972     MONUMENTED       USGS
 NW0511
 NW0511                          STATION DESCRIPTION
 NW0511
 NW0511'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0511'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0511'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0511'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0511'TRACK ROAD, THENCE 15.2 MILES SOUTHEAST ALONG TRACK ROAD, THENCE 3.7
 NW0511'MILES EAST ALONG TRACK ROAD, 5.6 MILES EAST OF UPPER BATTLE CREEK
 NW0511'CROSSING, ON A STEEP UPGRADE, ABOUT 0.2 MILES EAST OF THE BOTTOM OF
 NW0511'THE GRADE, AT THE OUTSIDE OF A CURVE RIGHT, 33 FEET NORTH AND ABOUT
 NW0511'LEVEL WITH THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP
 NW0511'PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0468 ***********************************************************************
 NW0468  DESIGNATION -  41 FMK
 NW0468  PID         -  NW0468
 NW0468  STATE/COUNTY-  ID/OWYHEE
 NW0468  USGS QUAD   -  ANTELOPE SPRING (1992)
 NW0468
 NW0468                         *CURRENT SURVEY CONTROL
 NW0468  ___________________________________________________________________
 NW0468* NAD 83(1986)-  42 59 27.     (N)    116 28 04.     (W)     SCALED    
 NW0468* NAVD 88     -      1073.521  (meters)    3522.04   (feet)  POSTED    
 NW0468  ___________________________________________________________________
 NW0468  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 NW0468  DYNAMIC HT  -        1072.990 (meters)    3520.30  (feet)  COMP
 NW0468  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 NW0468
 NW0468  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0468
 NW0468.The horizontal coordinates were scaled from a topographic map and have
 NW0468.an estimated accuracy of +/- 6 seconds.
 NW0468
 NW0468.The orthometric height was determined by differential leveling
 NW0468.and adjusted by the National Geodetic Survey in 1992..
 NW0468.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0468.rate of 1.1 thru 2.0 mm/km.
 NW0468
 NW0468.The geoid height was determined by GEOID03.
 NW0468
 NW0468.The dynamic height is computed by dividing the NAVD 88
 NW0468.geopotential number by the normal gravity value computed on the
 NW0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0468.degrees latitude (g = 980.6199 gals.).
 NW0468
 NW0468.The modeled gravity was interpolated from observed gravity values.
 NW0468
 NW0468;                    North         East    Units  Estimated Accuracy
 NW0468;SPC ID W     -   147,330.      741,470.      MT  (+/- 180 meters Scaled)
 NW0468
 NW0468                          SUPERSEDED SURVEY CONTROL
 NW0468
 NW0468  NGVD 29 (??/??/92) 1072.53   (m)         3518.8    (f) COMPUTED    2 0
 NW0468
 NW0468.Superseded values are not recommended for survey control.
 NW0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0468.See file dsdata.txt to determine how the superseded data were derived.
 NW0468
 NW0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH433599(NAD 83)
 NW0468_MARKER: DD = SURVEY DISK
 NW0468_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NW0468_SP_SET: PREFAB CONC. POST IN EARTH
 NW0468_STAMPING: 41 FMK 1964
 NW0468_MARK LOGO: USGS  
 NW0468_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0468+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0468
 NW0468  HISTORY     - Date     Condition        Report By
 NW0468  HISTORY     - 1964     MONUMENTED       USGS
 NW0468
 NW0468                          STATION DESCRIPTION
 NW0468
 NW0468'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0468'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0468'COUNTY ROAD, THENCE 5.7 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0468'ROAD, 23 FEET WEST OF THE CENTERLINE OF A Y-ROAD FORK TO THE
 NW0468'NORTHWEST, 4 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0568 ***********************************************************************
 NW0568  DESIGNATION -  41 MDC
 NW0568  PID         -  NW0568
 NW0568  STATE/COUNTY-  ID/OWYHEE
 NW0568  USGS QUAD   -  WAGON BOX BASIN (1973)
 NW0568
 NW0568                         *CURRENT SURVEY CONTROL
 NW0568  ___________________________________________________________________
 NW0568* NAD 83(1986)-  42 35 04.     (N)    116 34 50.     (W)     SCALED    
 NW0568* NAVD 88     -      1700.100  (meters)    5577.74   (feet)  POSTED    
 NW0568  ___________________________________________________________________
 NW0568  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 NW0568  DYNAMIC HT  -        1698.970 (meters)    5574.04  (feet)  COMP
 NW0568  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 NW0568
 NW0568  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0568
 NW0568.The horizontal coordinates were scaled from a topographic map and have
 NW0568.an estimated accuracy of +/- 6 seconds.
 NW0568
 NW0568.The orthometric height was determined by differential leveling
 NW0568.and adjusted by the National Geodetic Survey in 1992..
 NW0568.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0568.rate of 0.0 thru 1.0 mm/km.
 NW0568
 NW0568.The geoid height was determined by GEOID03.
 NW0568
 NW0568.The dynamic height is computed by dividing the NAVD 88
 NW0568.geopotential number by the normal gravity value computed on the
 NW0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0568.degrees latitude (g = 980.6199 gals.).
 NW0568
 NW0568.The modeled gravity was interpolated from observed gravity values.
 NW0568
 NW0568;                    North         East    Units  Estimated Accuracy
 NW0568;SPC ID W     -   102,270.      731,830.      MT  (+/- 180 meters Scaled)
 NW0568
 NW0568                          SUPERSEDED SURVEY CONTROL
 NW0568
 NW0568.No superseded survey control is available for this station.
 NW0568
 NW0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH344147(NAD 83)
 NW0568_MARKER: DD = SURVEY DISK
 NW0568_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0568_SP_SET: COPPER-CLAD STEEL ROD
 NW0568_STAMPING: 41 MDC 1973 5574
 NW0568_MARK LOGO: USGS  
 NW0568_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0568+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0568
 NW0568  HISTORY     - Date     Condition        Report By
 NW0568  HISTORY     - 1972     MONUMENTED       USGS
 NW0568
 NW0568                          STATION DESCRIPTION
 NW0568
 NW0568'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0568'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0568'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0568'9.3 MILES NORTH ALONG MUD FLAT ROAD, 2.7 MILES WEST OF MUD FLAT
 NW0568'RESOURCE AREA FIELD STATION, AT A FENCE CROSSING AND CATTLEGUARD, 59
 NW0568'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 15 FEET EAST OF A FENCE
 NW0568'CORNER, 2 FEET LOWER THAN THE ROAD BED, 1 FOOT EAST OF A WITNESS SIGN
 NW0568'ON THE FENCE AND IN LINE WITH THE FENCE, ON A 5/8-INCH COPPER-COATED
 NW0568'ROD ENCASED IN A 6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0531 ***********************************************************************
 RY0531  DESIGNATION -  4106
 RY0531  PID         -  RY0531
 RY0531  STATE/COUNTY-  ID/SHOSHONE
 RY0531  USGS QUAD   -  PINCHOT BUTTE (1994)
 RY0531
 RY0531                         *CURRENT SURVEY CONTROL
 RY0531  ___________________________________________________________________
 RY0531* NAD 83(1986)-  46 55 34.     (N)    115 54 28.     (W)     SCALED    
 RY0531* NAVD 88     -      1251.484  (meters)    4105.91   (feet)  ADJUSTED  
 RY0531  ___________________________________________________________________
 RY0531  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 RY0531  DYNAMIC HT  -        1251.331 (meters)    4105.41  (feet)  COMP
 RY0531  MODELED GRAV-     980,447.4   (mgal)                       NAVD 88
 RY0531
 RY0531  VERT ORDER  -  SECOND    CLASS 0
 RY0531
 RY0531.The horizontal coordinates were scaled from a topographic map and have
 RY0531.an estimated accuracy of +/- 6 seconds.
 RY0531
 RY0531.The orthometric height was determined by differential leveling
 RY0531.and adjusted by the National Geodetic Survey in June 1991..
 RY0531
 RY0531.The geoid height was determined by GEOID03.
 RY0531
 RY0531.The dynamic height is computed by dividing the NAVD 88
 RY0531.geopotential number by the normal gravity value computed on the
 RY0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0531.degrees latitude (g = 980.6199 gals.).
 RY0531
 RY0531.The modeled gravity was interpolated from observed gravity values.
 RY0531
 RY0531;                    North         East    Units  Estimated Accuracy
 RY0531;SPC ID W     -   584,390.      787,980.      MT  (+/- 180 meters Scaled)
 RY0531
 RY0531                          SUPERSEDED SURVEY CONTROL
 RY0531
 RY0531  NGVD 29 (??/??/92) 1250.335  (m)         4102.14   (f) ADJ UNCH    2 0
 RY0531
 RY0531.Superseded values are not recommended for survey control.
 RY0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0531.See file dsdata.txt to determine how the superseded data were derived.
 RY0531
 RY0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM831975(NAD 83)
 RY0531_MARKER: N = NAIL
 RY0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0531_SP_SET: TREE
 RY0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0531
 RY0531  HISTORY     - Date     Condition        Report By
 RY0531  HISTORY     - UNK      MONUMENTED       USGS
 RY0531  HISTORY     - 1936     GOOD             NGS
 RY0531
 RY0531                          STATION DESCRIPTION
 RY0531
 RY0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RY0531'4.7 MI NE FROM BOEHLS CABIN.
 RY0531'IN SHOSHONE COUNTY, ABOUT 4.7 MILES NORTHEAST ALONG THE STOCKING
 RY0531'MEADOWS-GOAT MOUNTAIN TRAIL FROM THE STEEL BRIDGE OVER BREAKFAST CREEK
 RY0531'NEAR BOEHLS CABIN, CLEARWATER COUNTY, ABOUT 0.6 MILE SOUTHWEST OF
 RY0531'STOCKING MEADOWS CABIN, AT THE WEST SIDE OF A HILL, ABOUT 80 FEET EAST
 RY0531'OF THE CENTER LINE OF A CREEK, 8 FEET EAST OF A TRIANGULAR BLAZED
 RY0531'20-INCH RED-FIR TREE, 4.2 FEET EAST OF THE CENTER LINE OF THE TRAIL,
 RY0531'IN THE WEST BASE OF A 2-FOOT CEDAR TREE PAINTED U.S. 4105.5 B.M., AND
 RY0531'ABOUT 2 FEET HIGHER THAN THE TRAIL.  A UNITED STATES GEOLOGICAL SURVEY
 RY0531'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1081 ***********************************************************************
 QB1081  DESIGNATION -  4114.18
 QB1081  PID         -  QB1081
 QB1081  STATE/COUNTY-  ID/ADAMS
 QB1081  USGS QUAD   -  TAMARACK (1986)
 QB1081
 QB1081                         *CURRENT SURVEY CONTROL
 QB1081  ___________________________________________________________________
 QB1081* NAD 83(1986)-  44 57 37.     (N)    116 23 12.     (W)     SCALED    
 QB1081* NAVD 88     -      1254.764  (meters)    4116.67   (feet)  ADJUSTED  
 QB1081  ___________________________________________________________________
 QB1081  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 QB1081  DYNAMIC HT  -        1254.298 (meters)    4115.14  (feet)  COMP
 QB1081  MODELED GRAV-     980,202.4   (mgal)                       NAVD 88
 QB1081
 QB1081  VERT ORDER  -  FIRST     CLASS II
 QB1081
 QB1081.The horizontal coordinates were scaled from a topographic map and have
 QB1081.an estimated accuracy of +/- 6 seconds.
 QB1081
 QB1081.The orthometric height was determined by differential leveling
 QB1081.and adjusted by the National Geodetic Survey in June 1991..
 QB1081
 QB1081.The geoid height was determined by GEOID03.
 QB1081
 QB1081.The dynamic height is computed by dividing the NAVD 88
 QB1081.geopotential number by the normal gravity value computed on the
 QB1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1081.degrees latitude (g = 980.6199 gals.).
 QB1081
 QB1081.The modeled gravity was interpolated from observed gravity values.
 QB1081
 QB1081;                    North         East    Units  Estimated Accuracy
 QB1081;SPC ID W     -   366,090.      749,770.      MT  (+/- 180 meters Scaled)
 QB1081
 QB1081                          SUPERSEDED SURVEY CONTROL
 QB1081
 QB1081.No superseded survey control is available for this station.
 QB1081
 QB1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK483787(NAD 83)
 QB1081_MARKER: DB = BENCH MARK DISK
 QB1081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QB1081_SP_SET: ABUTMENT
 QB1081_STAMPING: B.M. 4114.18
 QB1081_MARK LOGO: IDPWD 
 QB1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1081
 QB1081  HISTORY     - Date     Condition        Report By
 QB1081  HISTORY     - UNK      MONUMENTED       IDPWD
 QB1081  HISTORY     - 1983     GOOD             NGS
 QB1081
 QB1081                          STATION DESCRIPTION
 QB1081
 QB1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1081'11.0 KM (6.9 MI) SW FROM NEW MEADOWS.
 QB1081'11.0 KM (6.9 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 QB1081'STATE HIGHWAY 55 IN NEW MEADOWS, AT THE WEISER RIVER BRIDGE, IN TOP OF
 QB1081'THE SOUTHWEST ABUTMENT, 0.1 METER (0.3 FT) SOUTHEAST OF THE NORTHWEST
 QB1081'END, 0.15 KM (0.1 MI) NORTH OF MILEPOST 154, 5.6 METERS (18.5 FT)
 QB1081'NORTHWEST OF THE HIGHWAY CENTERLINE.
 QB1081'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0134 ***********************************************************************
 OZ0134  DESIGNATION -  4117.35
 OZ0134  PID         -  OZ0134
 OZ0134  STATE/COUNTY-  ID/GOODING
 OZ0134  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0134
 OZ0134                         *CURRENT SURVEY CONTROL
 OZ0134  ___________________________________________________________________
 OZ0134* NAD 83(1986)-  43 04 34.     (N)    114 41 12.     (W)     SCALED    
 OZ0134* NAVD 88     -      1255.063  (meters)    4117.65   (feet)  ADJUSTED  
 OZ0134  ___________________________________________________________________
 OZ0134  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 OZ0134  DYNAMIC HT  -        1254.405 (meters)    4115.49  (feet)  COMP
 OZ0134  MODELED GRAV-     980,052.5   (mgal)                       NAVD 88
 OZ0134
 OZ0134  VERT ORDER  -  SECOND    CLASS 0
 OZ0134
 OZ0134.The horizontal coordinates were scaled from a topographic map and have
 OZ0134.an estimated accuracy of +/- 6 seconds.
 OZ0134
 OZ0134.The orthometric height was determined by differential leveling
 OZ0134.and adjusted by the National Geodetic Survey in June 1991..
 OZ0134
 OZ0134.The geoid height was determined by GEOID03.
 OZ0134
 OZ0134.The dynamic height is computed by dividing the NAVD 88
 OZ0134.geopotential number by the normal gravity value computed on the
 OZ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0134.degrees latitude (g = 980.6199 gals.).
 OZ0134
 OZ0134.The modeled gravity was interpolated from observed gravity values.
 OZ0134
 OZ0134;                    North         East    Units  Estimated Accuracy
 OZ0134;SPC ID C     -   156,780.      444,080.      MT  (+/- 180 meters Scaled)
 OZ0134
 OZ0134                          SUPERSEDED SURVEY CONTROL
 OZ0134
 OZ0134  NGVD 29 (??/??/92) 1254.132  (m)         4114.60   (f) ADJ UNCH    2 0
 OZ0134
 OZ0134.Superseded values are not recommended for survey control.
 OZ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0134.See file dsdata.txt to determine how the superseded data were derived.
 OZ0134
 OZ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH883718(NAD 83)
 OZ0134_MARKER: DD = SURVEY DISK
 OZ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0134_STAMPING: 543+92.8 4117.35
 OZ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0134+STABILITY: SURFACE MOTION
 OZ0134
 OZ0134  HISTORY     - Date     Condition        Report By
 OZ0134  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0134  HISTORY     - 1950     GOOD             NGS
 OZ0134  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0134
 OZ0134                          STATION DESCRIPTION
 OZ0134
 OZ0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0134'10.4 MI N FROM GOODING.
 OZ0134'10.4 MILES SOUTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0134'GOODING, 0.1 MILE SOUTH OF THE TOP OF A HILL, 200 FEET NORTH OF THE
 OZ0134'APPROXIMATE CENTER OF THE JUNCTION OF A DIM TRACK ROAD LEADING
 OZ0134'NORTHEAST, 52 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 OZ0134'WEST OF THE CENTER LINE OF THE TRACK ROAD, ABOUT 1 FOOT LOWER THAN THE
 OZ0134'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 OZ0134'ABOVE THE GROUND.
 OZ0134
 OZ0134                          STATION RECOVERY (1957)
 OZ0134
 OZ0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0133 ***********************************************************************
 OZ0133  DESIGNATION -  4117.35 RM
 OZ0133  PID         -  OZ0133
 OZ0133  STATE/COUNTY-  ID/GOODING
 OZ0133  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0133
 OZ0133                         *CURRENT SURVEY CONTROL
 OZ0133  ___________________________________________________________________
 OZ0133* NAD 83(1986)-  43 04 34.     (N)    114 41 13.     (W)     SCALED    
 OZ0133* NAVD 88     -      1255.549  (meters)    4119.25   (feet)  ADJUSTED  
 OZ0133  ___________________________________________________________________
 OZ0133  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 OZ0133  DYNAMIC HT  -        1254.891 (meters)    4117.09  (feet)  COMP
 OZ0133  MODELED GRAV-     980,052.5   (mgal)                       NAVD 88
 OZ0133
 OZ0133  VERT ORDER  -  SECOND    CLASS 0
 OZ0133
 OZ0133.The horizontal coordinates were scaled from a topographic map and have
 OZ0133.an estimated accuracy of +/- 6 seconds.
 OZ0133
 OZ0133.The orthometric height was determined by differential leveling
 OZ0133.and adjusted by the National Geodetic Survey in June 1991..
 OZ0133
 OZ0133.The geoid height was determined by GEOID03.
 OZ0133
 OZ0133.The dynamic height is computed by dividing the NAVD 88
 OZ0133.geopotential number by the normal gravity value computed on the
 OZ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0133.degrees latitude (g = 980.6199 gals.).
 OZ0133
 OZ0133.The modeled gravity was interpolated from observed gravity values.
 OZ0133
 OZ0133;                    North         East    Units  Estimated Accuracy
 OZ0133;SPC ID C     -   156,780.      444,060.      MT  (+/- 180 meters Scaled)
 OZ0133
 OZ0133                          SUPERSEDED SURVEY CONTROL
 OZ0133
 OZ0133  NGVD 29 (??/??/92) 1254.619  (m)         4116.20   (f) ADJ UNCH    2 0
 OZ0133
 OZ0133.Superseded values are not recommended for survey control.
 OZ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0133.See file dsdata.txt to determine how the superseded data were derived.
 OZ0133
 OZ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH883718(NAD 83)
 OZ0133_MARKER: DD = SURVEY DISK
 OZ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0133+STABILITY: SURFACE MOTION
 OZ0133
 OZ0133  HISTORY     - Date     Condition        Report By
 OZ0133  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0133  HISTORY     - 1950     GOOD             NGS
 OZ0133  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0133
 OZ0133                          STATION DESCRIPTION
 OZ0133
 OZ0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0133'10.4 MI N FROM GOODING.
 OZ0133'10.4 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0133'GOODING, 0.1 MILE SOUTH OF THE TOP OF A HILL, 200 FEET NORTHWEST OF
 OZ0133'THE APPROXIMATE CENTER OF THE JUNCTION OF A DIM TRACK ROAD NORTHEAST,
 OZ0133'49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET HIGHER
 OZ0133'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9
 OZ0133'FOOT ABOVE THE GROUND.
 OZ0133
 OZ0133                          STATION RECOVERY (1957)
 OZ0133
 OZ0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0642 ***********************************************************************
 NV0642  DESIGNATION -  4126
 NV0642  PID         -  NV0642
 NV0642  STATE/COUNTY-  ID/OWYHEE
 NV0642  USGS QUAD   -  AUSTIN BUTTE (1980)
 NV0642
 NV0642                         *CURRENT SURVEY CONTROL
 NV0642  ___________________________________________________________________
 NV0642* NAD 83(1986)-  42 31 59.     (N)    115 42 05.     (W)     SCALED    
 NV0642* NAVD 88     -      1258.530  (meters)    4129.03   (feet)  ADJUSTED  
 NV0642  ___________________________________________________________________
 NV0642  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 NV0642  DYNAMIC HT  -        1257.811 (meters)    4126.67  (feet)  COMP
 NV0642  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 NV0642
 NV0642  VERT ORDER  -  FIRST     CLASS II
 NV0642
 NV0642.The horizontal coordinates were scaled from a topographic map and have
 NV0642.an estimated accuracy of +/- 6 seconds.
 NV0642
 NV0642.The orthometric height was determined by differential leveling
 NV0642.and adjusted by the National Geodetic Survey in June 1991..
 NV0642
 NV0642.The geoid height was determined by GEOID03.
 NV0642
 NV0642.The dynamic height is computed by dividing the NAVD 88
 NV0642.geopotential number by the normal gravity value computed on the
 NV0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0642.degrees latitude (g = 980.6199 gals.).
 NV0642
 NV0642.The modeled gravity was interpolated from observed gravity values.
 NV0642
 NV0642;                    North         East    Units  Estimated Accuracy
 NV0642;SPC ID W     -    96,230.      803,990.      MT  (+/- 180 meters Scaled)
 NV0642
 NV0642                          SUPERSEDED SURVEY CONTROL
 NV0642
 NV0642  NGVD 29 (??/??/92) 1257.524  (m)         4125.73   (f) ADJ UNCH    1 2
 NV0642
 NV0642.Superseded values are not recommended for survey control.
 NV0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0642.See file dsdata.txt to determine how the superseded data were derived.
 NV0642
 NV0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH066097(NAD 83)
 NV0642_MARKER: P = PIPE CAP
 NV0642_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0642_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0642_STAMPING: 4126
 NV0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0642
 NV0642  HISTORY     - Date     Condition        Report By
 NV0642  HISTORY     - UNK      MONUMENTED       USGLO
 NV0642  HISTORY     - 1934     GOOD             NGS
 NV0642
 NV0642                          STATION DESCRIPTION
 NV0642
 NV0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0642'20.4 MI SW FROM HOT SPRING.
 NV0642'20.4 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0642'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, 100 FEET SOUTHWEST OF A
 NV0642'ROCKY CLIFF, 50 FEET NORTH OF A CREEK, AND 6 FEET WEST OF THE ROAD. A
 NV0642'UNITED STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED 4126 AND
 NV0642'RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0136 ***********************************************************************
 OZ0136  DESIGNATION -  4135.72
 OZ0136  PID         -  OZ0136
 OZ0136  STATE/COUNTY-  ID/GOODING
 OZ0136  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0136
 OZ0136                         *CURRENT SURVEY CONTROL
 OZ0136  ___________________________________________________________________
 OZ0136* NAD 83(1986)-  43 04 44.     (N)    114 41 08.     (W)     SCALED    
 OZ0136* NAVD 88     -      1260.663  (meters)    4136.03   (feet)  ADJUSTED  
 OZ0136  ___________________________________________________________________
 OZ0136  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 OZ0136  DYNAMIC HT  -        1260.000 (meters)    4133.85  (feet)  COMP
 OZ0136  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 OZ0136
 OZ0136  VERT ORDER  -  SECOND    CLASS 0
 OZ0136
 OZ0136.The horizontal coordinates were scaled from a topographic map and have
 OZ0136.an estimated accuracy of +/- 6 seconds.
 OZ0136
 OZ0136.The orthometric height was determined by differential leveling
 OZ0136.and adjusted by the National Geodetic Survey in June 1991..
 OZ0136
 OZ0136.The geoid height was determined by GEOID03.
 OZ0136
 OZ0136.The dynamic height is computed by dividing the NAVD 88
 OZ0136.geopotential number by the normal gravity value computed on the
 OZ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0136.degrees latitude (g = 980.6199 gals.).
 OZ0136
 OZ0136.The modeled gravity was interpolated from observed gravity values.
 OZ0136
 OZ0136;                    North         East    Units  Estimated Accuracy
 OZ0136;SPC ID C     -   157,090.      444,170.      MT  (+/- 180 meters Scaled)
 OZ0136
 OZ0136                          SUPERSEDED SURVEY CONTROL
 OZ0136
 OZ0136  NGVD 29 (??/??/92) 1259.728  (m)         4132.96   (f) ADJ UNCH    2 0
 OZ0136
 OZ0136.Superseded values are not recommended for survey control.
 OZ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0136.See file dsdata.txt to determine how the superseded data were derived.
 OZ0136
 OZ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH884721(NAD 83)
 OZ0136_MARKER: DD = SURVEY DISK
 OZ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0136_STAMPING: 4135.72 553+64.5
 OZ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0136+STABILITY: SURFACE MOTION
 OZ0136
 OZ0136  HISTORY     - Date     Condition        Report By
 OZ0136  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0136  HISTORY     - 1950     GOOD             NGS
 OZ0136
 OZ0136                          STATION DESCRIPTION
 OZ0136
 OZ0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0136'10.6 MI N FROM GOODING.
 OZ0136'10.6 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0136'GOODING, ABOUT 85 YARDS NORTH OF THE SUMMIT OF A HILL, ABOUT 100 FEET
 OZ0136'WEST OF THE WEST EDGE OF A FIRE DITCH, 50 1/2 FEET EAST OF THE CENTER
 OZ0136'LINE OF THE HIGHWAY, 37.2 FEET SOUTHEAST OF THE CENTER OF THE EAST END
 OZ0136'OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, ABOUT 2 FEET LOWER THAN
 OZ0136'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 OZ0136'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0135 ***********************************************************************
 OZ0135  DESIGNATION -  4135.72 RM
 OZ0135  PID         -  OZ0135
 OZ0135  STATE/COUNTY-  ID/GOODING
 OZ0135  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0135
 OZ0135                         *CURRENT SURVEY CONTROL
 OZ0135  ___________________________________________________________________
 OZ0135* NAD 83(1986)-  43 04 44.     (N)    114 41 09.     (W)     SCALED    
 OZ0135* NAVD 88     -      1261.903  (meters)    4140.09   (feet)  ADJUSTED  
 OZ0135  ___________________________________________________________________
 OZ0135  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 OZ0135  DYNAMIC HT  -        1261.239 (meters)    4137.91  (feet)  COMP
 OZ0135  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 OZ0135
 OZ0135  VERT ORDER  -  SECOND    CLASS 0
 OZ0135
 OZ0135.The horizontal coordinates were scaled from a topographic map and have
 OZ0135.an estimated accuracy of +/- 6 seconds.
 OZ0135
 OZ0135.The orthometric height was determined by differential leveling
 OZ0135.and adjusted by the National Geodetic Survey in June 1991..
 OZ0135
 OZ0135.The geoid height was determined by GEOID03.
 OZ0135
 OZ0135.The dynamic height is computed by dividing the NAVD 88
 OZ0135.geopotential number by the normal gravity value computed on the
 OZ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0135.degrees latitude (g = 980.6199 gals.).
 OZ0135
 OZ0135.The modeled gravity was interpolated from observed gravity values.
 OZ0135
 OZ0135;                    North         East    Units  Estimated Accuracy
 OZ0135;SPC ID C     -   157,090.      444,150.      MT  (+/- 180 meters Scaled)
 OZ0135
 OZ0135                          SUPERSEDED SURVEY CONTROL
 OZ0135
 OZ0135  NGVD 29 (??/??/92) 1260.968  (m)         4137.03   (f) ADJ UNCH    2 0
 OZ0135
 OZ0135.Superseded values are not recommended for survey control.
 OZ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0135.See file dsdata.txt to determine how the superseded data were derived.
 OZ0135
 OZ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH883721(NAD 83)
 OZ0135_MARKER: DD = SURVEY DISK
 OZ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0135+STABILITY: SURFACE MOTION
 OZ0135
 OZ0135  HISTORY     - Date     Condition        Report By
 OZ0135  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0135  HISTORY     - 1950     GOOD             NGS
 OZ0135
 OZ0135                          STATION DESCRIPTION
 OZ0135
 OZ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0135'10.6 MI N FROM GOODING.
 OZ0135'10.6 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0135'GOODING, ABOUT 85 YARDS NORTH OF THE SUMMIT OF A HILL, 55 FEET EAST OF
 OZ0135'THE EAST EDGE OF A FIRE DITCH, 50 FEET WEST OF THE CENTER LINE OF THE
 OZ0135'HIGHWAY, 37.1 FEET SOUTHWEST OF THE CENTER OF THE WEST END OF AN
 OZ0135'18-INCH CORRUGATED METAL PIPE CULVERT, ABOUT 1 FOOT HIGHER THAN THE
 OZ0135'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 OZ0135'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1158 ***********************************************************************
 NU1158  DESIGNATION -  4148.26
 NU1158  PID         -  NU1158
 NU1158  STATE/COUNTY-  ID/MINIDOKA
 NU1158  USGS QUAD   -  RUPERT (1976)
 NU1158
 NU1158                         *CURRENT SURVEY CONTROL
 NU1158  ___________________________________________________________________
 NU1158* NAD 83(1986)-  42 33 31.     (N)    113 45 02.     (W)     SCALED    
 NU1158* NAVD 88     -      1265.456  (meters)    4151.75   (feet)  ADJUSTED  
 NU1158  ___________________________________________________________________
 NU1158  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NU1158  DYNAMIC HT  -        1264.735 (meters)    4149.38  (feet)  COMP
 NU1158  MODELED GRAV-     980,007.4   (mgal)                       NAVD 88
 NU1158
 NU1158  VERT ORDER  -  FIRST     CLASS II
 NU1158
 NU1158.The horizontal coordinates were scaled from a topographic map and have
 NU1158.an estimated accuracy of +/- 6 seconds.
 NU1158
 NU1158.The orthometric height was determined by differential leveling
 NU1158.and adjusted by the National Geodetic Survey in June 1991..
 NU1158
 NU1158.The geoid height was determined by GEOID03.
 NU1158
 NU1158.The dynamic height is computed by dividing the NAVD 88
 NU1158.geopotential number by the normal gravity value computed on the
 NU1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1158.degrees latitude (g = 980.6199 gals.).
 NU1158
 NU1158.The modeled gravity was interpolated from observed gravity values.
 NU1158
 NU1158;                    North         East    Units  Estimated Accuracy
 NU1158;SPC ID C     -    99,100.      520,480.      MT  (+/- 180 meters Scaled)
 NU1158
 NU1158                          SUPERSEDED SURVEY CONTROL
 NU1158
 NU1158  NGVD 29 (??/??/92) 1264.495  (m)         4148.60   (f) ADJ UNCH    1 2
 NU1158
 NU1158.Superseded values are not recommended for survey control.
 NU1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1158.See file dsdata.txt to determine how the superseded data were derived.
 NU1158
 NU1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN742154(NAD 83)
 NU1158_MARKER: DD = SURVEY DISK
 NU1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1158_STAMPING: PC 99 + 49.8 BM 4148.26 OFF 55.92
 NU1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1158+STABILITY: SURFACE MOTION
 NU1158
 NU1158  HISTORY     - Date     Condition        Report By
 NU1158  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1158  HISTORY     - 1960     GOOD             NGS
 NU1158  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU1158
 NU1158                          STATION DESCRIPTION
 NU1158
 NU1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1158'2.6 MI N FROM BURLEY.
 NU1158'2.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU1158'BURLEY, AT THE JUNCTION OF U.S. HIGHWAY 30N AND A COUNTY ROAD, 700
 NU1158'FEET SOUTH OF MILEPOST 19, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE
 NU1158'HIGHWAY, SET IN A PRECAST CONCRETE POST PROJECTING 5 INCHES.
 NU1158
 NU1158                          STATION RECOVERY (1983)
 NU1158
 NU1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1158'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NU1158'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0313 ***********************************************************************
 NT0313  DESIGNATION -  42 1
 NT0313  PID         -  NT0313
 NT0313  STATE/COUNTY-  ID/FRANKLIN
 NT0313  USGS QUAD   -  ONEIDA NARROWS RESERVOIR (1969)
 NT0313
 NT0313                         *CURRENT SURVEY CONTROL
 NT0313  ___________________________________________________________________
 NT0313* NAD 83(1986)-  42 18 38.     (N)    111 40 09.     (W)     SCALED    
 NT0313* NAVD 88     -      1775.663  (meters)    5825.65   (feet)  ADJUSTED  
 NT0313  ___________________________________________________________________
 NT0313  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 NT0313  DYNAMIC HT  -        1774.364 (meters)    5821.39  (feet)  COMP
 NT0313  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 NT0313
 NT0313  VERT ORDER  -  SECOND    CLASS 0
 NT0313
 NT0313.The horizontal coordinates were scaled from a topographic map and have
 NT0313.an estimated accuracy of +/- 6 seconds.
 NT0313
 NT0313.The orthometric height was determined by differential leveling
 NT0313.and adjusted by the National Geodetic Survey in June 1991..
 NT0313
 NT0313.The geoid height was determined by GEOID03.
 NT0313
 NT0313.The dynamic height is computed by dividing the NAVD 88
 NT0313.geopotential number by the normal gravity value computed on the
 NT0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0313.degrees latitude (g = 980.6199 gals.).
 NT0313
 NT0313.The modeled gravity was interpolated from observed gravity values.
 NT0313
 NT0313;                    North         East    Units  Estimated Accuracy
 NT0313;SPC ID E     -    71,640.      241,020.      MT  (+/- 180 meters Scaled)
 NT0313
 NT0313                          SUPERSEDED SURVEY CONTROL
 NT0313
 NT0313  NGVD 29 (??/??/92) 1774.508  (m)         5821.86   (f) ADJ UNCH    2 0
 NT0313
 NT0313.Superseded values are not recommended for survey control.
 NT0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0313.See file dsdata.txt to determine how the superseded data were derived.
 NT0313
 NT0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM448844(NAD 83)
 NT0313_MARKER: DD = SURVEY DISK
 NT0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0313_SP_SET: CULVERT
 NT0313_STAMPING: 42-1 1950 5821.52
 NT0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0313
 NT0313  HISTORY     - Date     Condition        Report By
 NT0313  HISTORY     - UNK      MONUMENTED       BPR
 NT0313  HISTORY     - 1971     GOOD             USGS
 NT0313
 NT0313                          STATION DESCRIPTION
 NT0313
 NT0313'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0313'19.9 MI NW FROM OVID.
 NT0313'19.9 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL
 NT0313'ON THE TOP AND IN THE CENTER OF THE NORTHWEST HEADWALL OF AN 18 INCH
 NT0313'CORRUGATED METAL PIPE CULVERT, 15 FEET NORTHWEST OF THE CENTER LINE OF
 NT0313'ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0330 ***********************************************************************
 NT0330  DESIGNATION -  42 10
 NT0330  PID         -  NT0330
 NT0330  STATE/COUNTY-  ID/BEAR LAKE
 NT0330  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0330
 NT0330                         *CURRENT SURVEY CONTROL
 NT0330  ___________________________________________________________________
 NT0330* NAD 83(1986)-  42 21 50.     (N)    111 33 40.     (W)     SCALED    
 NT0330* NAVD 88     -      2260.610  (meters)    7416.68   (feet)  ADJUSTED  
 NT0330  ___________________________________________________________________
 NT0330  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NT0330  DYNAMIC HT  -        2258.833 (meters)    7410.85  (feet)  COMP
 NT0330  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 NT0330
 NT0330  VERT ORDER  -  SECOND    CLASS 0
 NT0330
 NT0330.The horizontal coordinates were scaled from a topographic map and have
 NT0330.an estimated accuracy of +/- 6 seconds.
 NT0330
 NT0330.The orthometric height was determined by differential leveling
 NT0330.and adjusted by the National Geodetic Survey in June 1991..
 NT0330
 NT0330.The geoid height was determined by GEOID03.
 NT0330
 NT0330.The dynamic height is computed by dividing the NAVD 88
 NT0330.geopotential number by the normal gravity value computed on the
 NT0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0330.degrees latitude (g = 980.6199 gals.).
 NT0330
 NT0330.The modeled gravity was interpolated from observed gravity values.
 NT0330
 NT0330;                    North         East    Units  Estimated Accuracy
 NT0330;SPC ID E     -    77,620.      249,880.      MT  (+/- 180 meters Scaled)
 NT0330
 NT0330                          SUPERSEDED SURVEY CONTROL
 NT0330
 NT0330  NGVD 29 (??/??/92) 2259.361  (m)         7412.59   (f) ADJ UNCH    2 0
 NT0330
 NT0330.Superseded values are not recommended for survey control.
 NT0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0330.See file dsdata.txt to determine how the superseded data were derived.
 NT0330
 NT0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM537903(NAD 83)
 NT0330_MARKER: DD = SURVEY DISK
 NT0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0330_SP_SET: CULVERT
 NT0330_STAMPING: 42-10 1950 7412.49
 NT0330_MARK LOGO: BPR   
 NT0330_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0330
 NT0330  HISTORY     - Date     Condition        Report By
 NT0330  HISTORY     - 1950     MONUMENTED       BPR
 NT0330  HISTORY     - 1951     GOOD             NGS
 NT0330  HISTORY     - 19900601 GOOD             NGS
 NT0330
 NT0330                          STATION DESCRIPTION
 NT0330
 NT0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0330'11.5 MI NW FROM OVID.
 NT0330'11.5 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0330'ABOUT 0.1 MILE SOUTH OF THE SUMMIT OF A LONG HILL, SET ON THE TOP AND
 NT0330'IN THE CENTER OF THE WEST HEADWALL OF A 24 INCH CORRUGATED METAL PIPE
 NT0330'CULVERT, 16 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 NT0330'WITH THE ROAD.
 NT0330
 NT0330                          STATION RECOVERY (1990)
 NT0330
 NT0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0330'MARK IS LOCATED ABOUT 16 KM (9.95 MI) NORTHWEST OF OVID IN THE CACHE
 NT0330'NATIONAL FOREST ALONG STATE HIGHWAY 36 ON THE RIGHT OF WAY 0.14 KM
 NT0330'(0.10 MI) SOUTHWEST OF THE BEAR LAKE FRANKLIN COUNTY LINE IN WEST
 NT0330'CENTRAL SECTION 21 T 12 S R 42 E.  OWNERSHIP  STATE TRANSPORTATION
 NT0330'DEPARTMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY 89 AND STATE
 NT0330'HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID GO WEST ON HIGHWAY 36 FOR
 NT0330'6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE
 NT0330'AHEAD FOR 7.40 KM (4.60 MI) TO FOREST BOUNDARY SIGN.  CONTINUE AHEAD
 NT0330'FOR 5.72 KM (3.55 MI) TO THE COUNTY LINE.  CONTINUE AHEAD FOR 0.14 KM
 NT0330'(0.10 MI) TO THE MARK ON THE RIGHT ON THE INSIDE OF A SHALLOW CURVE.
 NT0330'MARK IS A BUREAU OF PUBLIC ROADS DISK SET IN A DRILL HOLE IN THE TOP
 NT0330'CENTER OF A 1.6 M (5.2 FT) LONG CULVERT HEADWALL.  IT IS 5.0 M (16.4
 NT0330'FT) WEST OF AND 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY CENTER 2.2 M
 NT0330'(7.2 FT) EAST OF A FIBERGLASS WITNESS POST 28 M (91.9 FT) ALONG THE
 NT0330'ROAD FROM MILEPOST 22 AND 145 M (475.7 FT) SOUTHWEST OF THE COUNTY
 NT0330'LINE. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0332 ***********************************************************************
 NT0332  DESIGNATION -  42 11
 NT0332  PID         -  NT0332
 NT0332  STATE/COUNTY-  ID/BEAR LAKE
 NT0332  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0332
 NT0332                         *CURRENT SURVEY CONTROL
 NT0332  ___________________________________________________________________
 NT0332* NAD 83(1986)-  42 22 23.     (N)    111 33 11.     (W)     SCALED    
 NT0332* NAVD 88     -      2191.019  (meters)    7188.37   (feet)  ADJUSTED  
 NT0332  ___________________________________________________________________
 NT0332  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 NT0332  DYNAMIC HT  -        2189.295 (meters)    7182.71  (feet)  COMP
 NT0332  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 NT0332
 NT0332  VERT ORDER  -  SECOND    CLASS 0
 NT0332
 NT0332.The horizontal coordinates were scaled from a topographic map and have
 NT0332.an estimated accuracy of +/- 6 seconds.
 NT0332
 NT0332.The orthometric height was determined by differential leveling
 NT0332.and adjusted by the National Geodetic Survey in June 1991..
 NT0332
 NT0332.The geoid height was determined by GEOID03.
 NT0332
 NT0332.The dynamic height is computed by dividing the NAVD 88
 NT0332.geopotential number by the normal gravity value computed on the
 NT0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0332.degrees latitude (g = 980.6199 gals.).
 NT0332
 NT0332.The modeled gravity was interpolated from observed gravity values.
 NT0332
 NT0332;                    North         East    Units  Estimated Accuracy
 NT0332;SPC ID E     -    78,640.      250,540.      MT  (+/- 180 meters Scaled)
 NT0332
 NT0332                          SUPERSEDED SURVEY CONTROL
 NT0332
 NT0332  NGVD 29 (??/??/92) 2189.762  (m)         7184.24   (f) ADJ UNCH    2 0
 NT0332
 NT0332.Superseded values are not recommended for survey control.
 NT0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0332.See file dsdata.txt to determine how the superseded data were derived.
 NT0332
 NT0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM544913(NAD 83)
 NT0332_MARKER: DD = SURVEY DISK
 NT0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0332_SP_SET: CULVERT
 NT0332_STAMPING: 42-11 1950 7184.32
 NT0332_MARK LOGO: BPR   
 NT0332_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0332
 NT0332  HISTORY     - Date     Condition        Report By
 NT0332  HISTORY     - 1950     MONUMENTED       BPR
 NT0332  HISTORY     - 1951     GOOD             NGS
 NT0332  HISTORY     - 19900601 GOOD             NGS
 NT0332
 NT0332                          STATION DESCRIPTION
 NT0332
 NT0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0332'10.8 MI NW FROM OVID.
 NT0332'10.8 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0332'AT THE JUNCTION OF MIDLAND TRAIL NORTH, ABOUT 0.15 MILE NORTHWEST OF
 NT0332'THE ENTRANCE TO THE EMIGRATION F. S. CAMP, AND SET ON TOP AND IN THE
 NT0332'CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A 24 INCH CORRUGATED
 NT0332'METAL PIPE CULVERT, 44 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL,
 NT0332'22 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT
 NT0332'LOWER THAN THE ROAD.
 NT0332
 NT0332                          STATION RECOVERY (1990)
 NT0332
 NT0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0332'MARK IS LOCATED ABOUT 16 KM (9.95 MI) NORTHWEST OF OVID IN THE CACHE
 NT0332'NATIONAL FOREST ALONG STATE HIGHWAY 36 ON THE RIGHT OF WAY 0.3 KM
 NT0332'(0.20 MI) NORTH OF THE ENTRANCE TO EMIGRATION CAMPGROUND IN SOUTH
 NT0332'CENTRAL SECTION 16 T 12 S R 42 E.  OWNERSHIP  STATE TRANSPORTATION
 NT0332'DEPARTMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY 89 AND STATE
 NT0332'HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID GO WEST ON HIGHWAY 36 FOR
 NT0332'6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE
 NT0332'AHEAD FOR 7.40 KM (4.60 MI) TO FOREST BOUNDARY SIGN.  CONTINUE AHEAD
 NT0332'FOR 4.12 KM (2.55 MI) TO THE CAMPGROUND ENTRANCE ON THE LEFT.
 NT0332'CONTINUE AHEAD FOR 0.27 KM (0.15 MI) TO A LOGGING ROAD RIGHT ON THE
 NT0332'OUTSIDE OF A CURVE AT THE HIGHLINE TRAIL AND THE MARK ON THE RIGHT.
 NT0332'MARK IS A BUREAU OF PUBLIC ROADS DISK SET IN A DRILL HOLE IN THE TOP
 NT0332'CENTER OF A 2.4 M (7.9 FT) LONG CULVERT HEADWALL.  IT IS 7.5 M (24.6
 NT0332'FT) NORTH OF AND 1 M (3.3 FT) LOWER THAN THE HIGHWAY CENTER 3.3 M
 NT0332'(10.8 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AND 15.5 M (50.9 FT)
 NT0332'SOUTHEAST OF THE LOGGING ROAD CENTER. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0334 ***********************************************************************
 NT0334  DESIGNATION -  42 12
 NT0334  PID         -  NT0334
 NT0334  STATE/COUNTY-  ID/BEAR LAKE
 NT0334  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0334
 NT0334                         *CURRENT SURVEY CONTROL
 NT0334  ___________________________________________________________________
 NT0334* NAD 83(1986)-  42 22 12.     (N)    111 32 21.     (W)     SCALED    
 NT0334* NAVD 88     -      2107.710  (meters)    6915.05   (feet)  ADJUSTED  
 NT0334  ___________________________________________________________________
 NT0334  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NT0334  DYNAMIC HT  -        2106.062 (meters)    6909.64  (feet)  COMP
 NT0334  MODELED GRAV-     979,763.9   (mgal)                       NAVD 88
 NT0334
 NT0334  VERT ORDER  -  SECOND    CLASS 0
 NT0334
 NT0334.The horizontal coordinates were scaled from a topographic map and have
 NT0334.an estimated accuracy of +/- 6 seconds.
 NT0334
 NT0334.The orthometric height was determined by differential leveling
 NT0334.and adjusted by the National Geodetic Survey in June 1991..
 NT0334
 NT0334.The geoid height was determined by GEOID03.
 NT0334
 NT0334.The dynamic height is computed by dividing the NAVD 88
 NT0334.geopotential number by the normal gravity value computed on the
 NT0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0334.degrees latitude (g = 980.6199 gals.).
 NT0334
 NT0334.The modeled gravity was interpolated from observed gravity values.
 NT0334
 NT0334;                    North         East    Units  Estimated Accuracy
 NT0334;SPC ID E     -    78,310.      251,680.      MT  (+/- 180 meters Scaled)
 NT0334
 NT0334                          SUPERSEDED SURVEY CONTROL
 NT0334
 NT0334  NGVD 29 (??/??/92) 2106.456  (m)         6910.93   (f) ADJ UNCH    2 0
 NT0334
 NT0334.Superseded values are not recommended for survey control.
 NT0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0334.See file dsdata.txt to determine how the superseded data were derived.
 NT0334
 NT0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM556909(NAD 83)
 NT0334_MARKER: DD = SURVEY DISK
 NT0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0334_SP_SET: CULVERT
 NT0334_STAMPING: 42-12 1950 6911.06
 NT0334_MARK LOGO: BPR   
 NT0334_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0334
 NT0334  HISTORY     - Date     Condition        Report By
 NT0334  HISTORY     - 1950     MONUMENTED       BPR
 NT0334  HISTORY     - 1951     GOOD             NGS
 NT0334  HISTORY     - 19900601 GOOD             NGS
 NT0334
 NT0334                          STATION DESCRIPTION
 NT0334
 NT0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0334'9.8 MI NW FROM OVID.
 NT0334'9.8 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0334'SET ON THE TOP AND IN THE CENTER OF THE NORTHWEST CONCRETE HEADWALL OF
 NT0334'AN 18 INCH CORRUGATED METAL PIPE CULVERT, 15 FEET NORTHWEST OF THE
 NT0334'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 NT0334
 NT0334                          STATION RECOVERY (1990)
 NT0334
 NT0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0334'MARK IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHWEST OF OVID IN THE CACHE
 NT0334'NATIONAL FOREST ALONG STATE HIGHWAY 36 ON THE RIGHT OF WAY 1 KM (0.60
 NT0334'MI) EAST OF THE ENTRANCE TO EMIGRATION CAMPGROUND IN THE NORTHWEST 1/4
 NT0334'OF SECTION 22 T 12 S R 42 E.  OWNERSHIP  STATE TRANSPORTATION
 NT0334'DEPARTMENT.  TO REACH FROM THE JUNCTION OF US HIGHWAY 89 AND STATE
 NT0334'HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID GO WEST ON HIGHWAY 36 FOR
 NT0334'6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE
 NT0334'AHEAD FOR 7.40 KM (4.60 MI) TO FOREST BOUNDARY SIGN.  CONTINUE AHEAD
 NT0334'FOR 2.88 KM (1.80 MI) TO A STANDAR OF ASPEN TREES AND THE MARK ON THE
 NT0334'RIGHT.  MARK IS A BUREAU OF PUBLIC ROADS DISK SET IN A DRILL HOLE IN
 NT0334'THE TOP CENTER OF A SMALL CULVERT HEADWALL.  IT IS 4.8 M (15.7 FT)
 NT0334'NORTH OF AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER AND 1.6 M (5.2 FT)
 NT0334'SOUTH OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0336 ***********************************************************************
 NT0336  DESIGNATION -  42 13
 NT0336  PID         -  NT0336
 NT0336  STATE/COUNTY-  ID/BEAR LAKE
 NT0336  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0336
 NT0336                         *CURRENT SURVEY CONTROL
 NT0336  ___________________________________________________________________
 NT0336* NAD 83(1986)-  42 22 08.     (N)    111 31 16.     (W)     SCALED    
 NT0336* NAVD 88     -      2035.179  (meters)    6677.08   (feet)  ADJUSTED  
 NT0336  ___________________________________________________________________
 NT0336  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NT0336  DYNAMIC HT  -        2033.606 (meters)    6671.92  (feet)  COMP
 NT0336  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 NT0336
 NT0336  VERT ORDER  -  SECOND    CLASS 0
 NT0336
 NT0336.The horizontal coordinates were scaled from a topographic map and have
 NT0336.an estimated accuracy of +/- 6 seconds.
 NT0336
 NT0336.The orthometric height was determined by differential leveling
 NT0336.and adjusted by the National Geodetic Survey in June 1991..
 NT0336
 NT0336.The geoid height was determined by GEOID03.
 NT0336
 NT0336.The dynamic height is computed by dividing the NAVD 88
 NT0336.geopotential number by the normal gravity value computed on the
 NT0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0336.degrees latitude (g = 980.6199 gals.).
 NT0336
 NT0336.The modeled gravity was interpolated from observed gravity values.
 NT0336
 NT0336;                    North         East    Units  Estimated Accuracy
 NT0336;SPC ID E     -    78,200.      253,170.      MT  (+/- 180 meters Scaled)
 NT0336
 NT0336                          SUPERSEDED SURVEY CONTROL
 NT0336
 NT0336  NGVD 29 (??/??/92) 2033.937  (m)         6673.01   (f) ADJ UNCH    2 0
 NT0336
 NT0336.Superseded values are not recommended for survey control.
 NT0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0336.See file dsdata.txt to determine how the superseded data were derived.
 NT0336
 NT0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM570908(NAD 83)
 NT0336_MARKER: DD = SURVEY DISK
 NT0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0336_SP_SET: CULVERT
 NT0336_STAMPING: 42-13 1950 6673.15
 NT0336_MARK LOGO: BPR   
 NT0336_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0336
 NT0336  HISTORY     - Date     Condition        Report By
 NT0336  HISTORY     - 1950     MONUMENTED       BPR
 NT0336  HISTORY     - 1951     GOOD             NGS
 NT0336  HISTORY     - 19900601 GOOD             NGS
 NT0336
 NT0336                          STATION DESCRIPTION
 NT0336
 NT0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0336'9.1 MI NW FROM OVID.
 NT0336'9.1 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0336'SET ON THE TOP AND IN THE CENTER OF THE NORTH HEADWALL OF A 24 INCH
 NT0336'CORRUGATED METAL PIPE CULVERT, 26 FEET NORTH OF THE CENTER LINE OF THE
 NT0336'ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 NT0336
 NT0336                          STATION RECOVERY (1990)
 NT0336
 NT0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0336'MARK IS LOCATED ABOUT 13.5 KM (8.40 MI) NORTHWEST OF OVID IN THE CACHE
 NT0336'NATIONAL FOREST ALONG STATE HIGHWAY 36 ON THE RIGHT OF WAY 3.5 KM
 NT0336'(2.15 MI) EAST OF EMIGRATION CAMPGROUND IN NORTH CENTRAL SECTION 23 T
 NT0336'12 S R 42 E.  OWNERSHIP  STATE TRANSPORTATION DEPARTMENT.  TO REACH
 NT0336'FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD
 NT0336'OVID SCHOOL IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE
 NT0336'LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.40
 NT0336'MI) TO FOREST BOUNDARY SIGN.  CONTINUE AHEAD FOR 1.30 KM (0.80 MI) TO
 NT0336'A SMALL CANYON ON THE RIGHT AND THE MARK ON THE RIGHT AT THE WEST END
 NT0336'OF A SHORT STRAIGHT SECTION.  MARK IS A BUREAU OF PUBLIC ROADS DISK
 NT0336'SET IN A DRILL HOLE IN THE TOP CENTER OF A SMALL CULVERT HEADWALL.  IT
 NT0336'IS 7.3 M (24.0 FT) NORTH OF AND 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY
 NT0336'CENTER AND 1.6 M (5.2 FT) WEST OF A FIBERGLASS WITNESS POST.
 NT0336'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0316 ***********************************************************************
 NT0316  DESIGNATION -  42 2
 NT0316  PID         -  NT0316
 NT0316  STATE/COUNTY-  ID/FRANKLIN
 NT0316  USGS QUAD   -  ONEIDA NARROWS RESERVOIR (1969)
 NT0316
 NT0316                         *CURRENT SURVEY CONTROL
 NT0316  ___________________________________________________________________
 NT0316* NAD 83(1986)-  42 18 55.     (N)    111 39 23.     (W)     SCALED    
 NT0316* NAVD 88     -      1848.737  (meters)    6065.40   (feet)  ADJUSTED  
 NT0316  ___________________________________________________________________
 NT0316  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 NT0316  DYNAMIC HT  -        1847.360 (meters)    6060.88  (feet)  COMP
 NT0316  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 NT0316
 NT0316  VERT ORDER  -  SECOND    CLASS 0
 NT0316
 NT0316.The horizontal coordinates were scaled from a topographic map and have
 NT0316.an estimated accuracy of +/- 6 seconds.
 NT0316
 NT0316.The orthometric height was determined by differential leveling
 NT0316.and adjusted by the National Geodetic Survey in June 1991..
 NT0316
 NT0316.The geoid height was determined by GEOID03.
 NT0316
 NT0316.The dynamic height is computed by dividing the NAVD 88
 NT0316.geopotential number by the normal gravity value computed on the
 NT0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0316.degrees latitude (g = 980.6199 gals.).
 NT0316
 NT0316.The modeled gravity was interpolated from observed gravity values.
 NT0316
 NT0316;                    North         East    Units  Estimated Accuracy
 NT0316;SPC ID E     -    72,170.      242,070.      MT  (+/- 180 meters Scaled)
 NT0316
 NT0316                          SUPERSEDED SURVEY CONTROL
 NT0316
 NT0316  NGVD 29 (??/??/92) 1847.561  (m)         6061.54   (f) ADJ UNCH    2 0
 NT0316
 NT0316.Superseded values are not recommended for survey control.
 NT0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0316.See file dsdata.txt to determine how the superseded data were derived.
 NT0316
 NT0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM459849(NAD 83)
 NT0316_MARKER: DD = SURVEY DISK
 NT0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0316_SP_SET: CULVERT
 NT0316_STAMPING: 42-2 1950 6061.38
 NT0316_MARK LOGO: BPR   
 NT0316_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0316
 NT0316  HISTORY     - Date     Condition        Report By
 NT0316  HISTORY     - 1950     MONUMENTED       BPR
 NT0316  HISTORY     - 1951     GOOD             NGS
 NT0316  HISTORY     - 19900601 GOOD             NGS
 NT0316
 NT0316                          STATION DESCRIPTION
 NT0316
 NT0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0316'19.1 MI NW FROM OVID.
 NT0316'19.1 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0316'ON THE NORTHWEST SLOPE OF A GRADE, SET ON THE TOP AND IN THE CENTER OF
 NT0316'THE NORTHEAST HEADWALL OF A 24 INCH CORRUGATED METAL PIPE CULVERT, 18
 NT0316'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET LOWER
 NT0316'THAN THE ROAD.
 NT0316
 NT0316                          STATION RECOVERY (1990)
 NT0316
 NT0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0316'MARK IS LOCATED ABOUT 22 KM (13.65 MI) WEST OF OVID 11 KM (6.85 MI)
 NT0316'NORTH NORTHEAST OF MINK CREEK 2 KM (1.25 MI) EAST NORTHEAST OF THE
 NT0316'WEST ENTRANCE TO THE CACHE NATIONAL FOREST ALONG STATE HIGHWAY 36 ON
 NT0316'THE RIGHT OF WAY ON THE OUTSIDE OF A SHALLOW CURVE ABOUT 140 M (459.3
 NT0316'FT) WEST OF MILEPOST 15 IN T 13 S R 41 E.  OWNERSHIP  STATE
 NT0316'TRANSPORTATION DEPARTMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY 89
 NT0316'AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID GO WEST ON HIGHWAY
 NT0316'36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.
 NT0316'CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO FOREST BOUNDARY SIGN.
 NT0316'CONTINUE AHEAD FOR 5.72 KM (3.55 MI) TO THE COUNTY LINE.  CONTINUE
 NT0316'AHEAD FOR 8.84 KM (5.50 MI) TO A CATTLE GUARD ACROSS THE HIGHWAY.
 NT0316'CONTINUE AHEAD FOR 2.78 KM (1.75 MI) TO THE MARK ON THE RIGHT. MARK IS
 NT0316'A BUREAU OF PUBLIC ROADS DISK SET IN A DRILL HOLE IN THE TOP CENTER OF
 NT0316'A 2.0 M (6.6 FT) LONG CULVERT HEADWALL.  IT IS 5.0 M (16.4 FT) NORTH
 NT0316'OF AND 0.5 METER LOWER THAN THE HIGHWAY CENTER AND 1.3 M (4.3 FT) EAST
 NT0316'OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0317 ***********************************************************************
 NT0317  DESIGNATION -  42 3
 NT0317  PID         -  NT0317
 NT0317  STATE/COUNTY-  ID/FRANKLIN
 NT0317  USGS QUAD   -  ONEIDA NARROWS RESERVOIR (1969)
 NT0317
 NT0317                         *CURRENT SURVEY CONTROL
 NT0317  ___________________________________________________________________
 NT0317* NAD 83(1986)-  42 18 33.     (N)    111 38 18.     (W)     SCALED    
 NT0317* NAVD 88     -      1924.084  (meters)    6312.60   (feet)  ADJUSTED  
 NT0317  ___________________________________________________________________
 NT0317  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NT0317  DYNAMIC HT  -        1922.609 (meters)    6307.76  (feet)  COMP
 NT0317  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 NT0317
 NT0317  VERT ORDER  -  SECOND    CLASS 0
 NT0317
 NT0317.The horizontal coordinates were scaled from a topographic map and have
 NT0317.an estimated accuracy of +/- 6 seconds.
 NT0317
 NT0317.The orthometric height was determined by differential leveling
 NT0317.and adjusted by the National Geodetic Survey in June 1991..
 NT0317
 NT0317.The geoid height was determined by GEOID03.
 NT0317
 NT0317.The dynamic height is computed by dividing the NAVD 88
 NT0317.geopotential number by the normal gravity value computed on the
 NT0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0317.degrees latitude (g = 980.6199 gals.).
 NT0317
 NT0317.The modeled gravity was interpolated from observed gravity values.
 NT0317
 NT0317;                    North         East    Units  Estimated Accuracy
 NT0317;SPC ID E     -    71,500.      243,560.      MT  (+/- 180 meters Scaled)
 NT0317
 NT0317                          SUPERSEDED SURVEY CONTROL
 NT0317
 NT0317  NGVD 29 (??/??/92) 1922.871  (m)         6308.62   (f) ADJ UNCH    2 0
 NT0317
 NT0317.Superseded values are not recommended for survey control.
 NT0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0317.See file dsdata.txt to determine how the superseded data were derived.
 NT0317
 NT0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM473843(NAD 83)
 NT0317_MARKER: DD = SURVEY DISK
 NT0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0317_SP_SET: CULVERT
 NT0317_STAMPING: 42-3 1950 6308.68
 NT0317_MARK LOGO: BPR   
 NT0317_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0317
 NT0317  HISTORY     - Date     Condition        Report By
 NT0317  HISTORY     - 1950     MONUMENTED       BPR
 NT0317  HISTORY     - 1951     GOOD             NGS
 NT0317  HISTORY     - 19900601 GOOD             NGS
 NT0317
 NT0317                          STATION DESCRIPTION
 NT0317
 NT0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0317'17.4 MI NW FROM OVID.
 NT0317'17.4 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0317'SET ON THE TOP AND IN THE CENTER OF THE NORTH CONCRETE HEADWALL OF AN
 NT0317'18 INCH CORRUGATED METAL PIPE CULVERT, 23 FEET NORTH OF THE CENTER
 NT0317'LINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 NT0317
 NT0317                          STATION RECOVERY (1990)
 NT0317
 NT0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0317'MARK IS LOCATED ABOUT 20 KM (12.45 MI) WEST OF OVID 12 KM (7.45 MI)
 NT0317'NORTHEAST OF MINK CREEK 3 KM (1.85 MI) EAST NORTHEAST OF THE WEST
 NT0317'ENTRANCE TO THE CACHE NATIONAL FOREST ALONG STATE HIGHWAY 36 ON THE
 NT0317'RIGHT OF WAY AT THE EAST END OF A SHORT STRAIGHT SECTION ABOUT 100 M
 NT0317'(328.1 FT) WEST OF MILEPOST 16 IN T 13 S R 41 E.  OWNERSHIP  STATE
 NT0317'TRANSPORTATION DEPARTMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY 89
 NT0317'AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID GO WEST ON HIGHWAY
 NT0317'36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.
 NT0317'CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO FOREST BOUNDARY SIGN.
 NT0317'CONTINUE AHEAD FOR 5.72 KM (3.55 MI) TO THE COUNTY LINE.  CONTINUE
 NT0317'AHEAD FOR 8.84 KM (5.50 MI) TO A CATTLE GUARD ACROSS THE HIGHWAY.
 NT0317'CONTINUE AHEAD FOR 1.11 KM (0.70 MI) TO THE MARK ON THE RIGHT. MARK IS
 NT0317'A BUREAU OF PUBLIC ROADS DISK SET IN A DRILL HOLE IN THE TOP CENTER OF
 NT0317'A 1.7 M (5.6 FT) LONG CULVERT HEADWALL.  IT IS 6.6 M (21.7 FT)
 NT0317'NORTHWEST OF AND 1 METER LOWER THAN THE HIGHWAY CENTER AND 1.3 M (4.3
 NT0317'FT) WEST OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0319 ***********************************************************************
 NT0319  DESIGNATION -  42 4
 NT0319  PID         -  NT0319
 NT0319  STATE/COUNTY-  ID/FRANKLIN
 NT0319  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0319
 NT0319                         *CURRENT SURVEY CONTROL
 NT0319  ___________________________________________________________________
 NT0319* NAD 83(1986)-  42 18 50.     (N)    111 37 25.     (W)     SCALED    
 NT0319* NAVD 88     -      2027.505  (meters)    6651.91   (feet)  ADJUSTED  
 NT0319  ___________________________________________________________________
 NT0319  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 NT0319  DYNAMIC HT  -        2025.940 (meters)    6646.77  (feet)  COMP
 NT0319  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 NT0319
 NT0319  VERT ORDER  -  SECOND    CLASS 0
 NT0319
 NT0319.The horizontal coordinates were scaled from a topographic map and have
 NT0319.an estimated accuracy of +/- 6 seconds.
 NT0319
 NT0319.The orthometric height was determined by differential leveling
 NT0319.and adjusted by the National Geodetic Survey in June 1991..
 NT0319
 NT0319.The geoid height was determined by GEOID03.
 NT0319
 NT0319.The dynamic height is computed by dividing the NAVD 88
 NT0319.geopotential number by the normal gravity value computed on the
 NT0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0319.degrees latitude (g = 980.6199 gals.).
 NT0319
 NT0319.The modeled gravity was interpolated from observed gravity values.
 NT0319
 NT0319;                    North         East    Units  Estimated Accuracy
 NT0319;SPC ID E     -    72,030.      244,770.      MT  (+/- 180 meters Scaled)
 NT0319
 NT0319                          SUPERSEDED SURVEY CONTROL
 NT0319
 NT0319  NGVD 29 (??/??/92) 2026.289  (m)         6647.92   (f) ADJ UNCH    2 0
 NT0319
 NT0319.Superseded values are not recommended for survey control.
 NT0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0319.See file dsdata.txt to determine how the superseded data were derived.
 NT0319
 NT0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM486848(NAD 83)
 NT0319_MARKER: DD = SURVEY DISK
 NT0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0319_SP_SET: CULVERT
 NT0319_STAMPING: 42-4 1950 6648.00
 NT0319_MARK LOGO: BPR   
 NT0319_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0319
 NT0319  HISTORY     - Date     Condition        Report By
 NT0319  HISTORY     - 1950     MONUMENTED       BPR
 NT0319  HISTORY     - 1951     GOOD             NGS
 NT0319  HISTORY     - 19900601 GOOD             NGS
 NT0319
 NT0319                          STATION DESCRIPTION
 NT0319
 NT0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0319'16.4 MI NW FROM OVID.
 NT0319'16.4 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0319'ON THE OUTSIDE OF A CURVE, SET ON THE TOP AND IN THE CENTER OF THE
 NT0319'WEST CONCRETE HEADWALL OF AN 18 INCH CORRUGATED METAL PIPE CULVERT, 21
 NT0319'FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE
 NT0319'ROAD.
 NT0319
 NT0319                          STATION RECOVERY (1990)
 NT0319
 NT0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0319'MARK IS LOCATED ABOUT 18.5 KM (11.50 MI) WEST NORTHWEST OF OVID 12.5
 NT0319'KM (7.75 MI) NORTHEAST OF MINK CREEK 4.5 KM (2.80 MI) EAST NORTHEAST
 NT0319'OF THE WEST ENTRANCE TO THE CACHE NATIONAL FOREST ALONG STATE HIGHWAY
 NT0319'36 ON THE RIGHT OF WAY ON THE OUTSIDE OF A CURVE IN T 13 S R 41 E.
 NT0319'OWNERSHIP  STATE TRANSPORTATION DEPARTMENT. TO REACH FROM THE JUNCTION
 NT0319'OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID
 NT0319'GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE
 NT0319'RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO FOREST
 NT0319'BOUNDARY SIGN.  CONTINUE AHEAD FOR 5.72 KM (3.55 MI) TO THE COUNTY
 NT0319'LINE.  CONTINUE AHEAD FOR 7.62 KM (4.75 MI) TO ROAD CREST AT A
 NT0319'CUTBANK.  CONTINUE AHEAD FOR 0.68 KM (0.40 MI) TO THE MARK ON THE
 NT0319'RIGHT. MARK IS A BUREAU OF PUBLIC ROADS DISK SET IN A DRILL HOLE IN
 NT0319'THE TOP CENTER OF A 1.7 M (5.6 FT) LONG CULVERT HEADWALL.  IT IS 6.5 M
 NT0319'(21.3 FT) NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTER 2.9 M (9.5
 NT0319'FT) SOUTHEAST OF A FIBERGLASS WITNESS POST AND 20 M (65.6 FT)
 NT0319'NORTHEAST OF THE END OF A ROCK CUT. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0321 ***********************************************************************
 NT0321  DESIGNATION -  42 5
 NT0321  PID         -  NT0321
 NT0321  STATE/COUNTY-  ID/FRANKLIN
 NT0321  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0321
 NT0321                         *CURRENT SURVEY CONTROL
 NT0321  ___________________________________________________________________
 NT0321* NAD 83(1986)-  42 19 19.     (N)    111 37 01.     (W)     SCALED    
 NT0321* NAVD 88     -      2069.018  (meters)    6788.10   (feet)  ADJUSTED  
 NT0321  ___________________________________________________________________
 NT0321  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 NT0321  DYNAMIC HT  -        2067.415 (meters)    6782.84  (feet)  COMP
 NT0321  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 NT0321
 NT0321  VERT ORDER  -  SECOND    CLASS 0
 NT0321
 NT0321.The horizontal coordinates were scaled from a topographic map and have
 NT0321.an estimated accuracy of +/- 6 seconds.
 NT0321
 NT0321.The orthometric height was determined by differential leveling
 NT0321.and adjusted by the National Geodetic Survey in June 1991..
 NT0321
 NT0321.The geoid height was determined by GEOID03.
 NT0321
 NT0321.The dynamic height is computed by dividing the NAVD 88
 NT0321.geopotential number by the normal gravity value computed on the
 NT0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0321.degrees latitude (g = 980.6199 gals.).
 NT0321
 NT0321.The modeled gravity was interpolated from observed gravity values.
 NT0321
 NT0321;                    North         East    Units  Estimated Accuracy
 NT0321;SPC ID E     -    72,930.      245,310.      MT  (+/- 180 meters Scaled)
 NT0321
 NT0321                          SUPERSEDED SURVEY CONTROL
 NT0321
 NT0321  NGVD 29 (??/??/92) 2067.798  (m)         6784.10   (f) ADJ UNCH    2 0
 NT0321
 NT0321.Superseded values are not recommended for survey control.
 NT0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0321.See file dsdata.txt to determine how the superseded data were derived.
 NT0321
 NT0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM491857(NAD 83)
 NT0321_MARKER: DD = SURVEY DISK
 NT0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0321_SP_SET: CULVERT
 NT0321_STAMPING: 42-5 1950 6784.27
 NT0321_MARK LOGO: BPR   
 NT0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0321
 NT0321  HISTORY     - Date     Condition        Report By
 NT0321  HISTORY     - 1950     MONUMENTED       BPR
 NT0321  HISTORY     - 1951     GOOD             NGS
 NT0321  HISTORY     - 1969     MARK NOT FOUND   USGS
 NT0321  HISTORY     - 19690601 GOOD             USGS
 NT0321
 NT0321                          STATION DESCRIPTION
 NT0321
 NT0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0321'15.7 MI NW FROM OVID.
 NT0321'15.7 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0321'ABOUT 0.1 MILE NORTH OF A SUMMIT OF A LONG GRADE, AND SET IN THE TOP
 NT0321'AND IN THE CENTER OF THE WEST CONCRETE HEADWALL OF AN 18 INCH
 NT0321'CORRUGATED METAL PIPE CULVERT, 14 FEET WEST OF THE CENTER LINE OF THE
 NT0321'ROAD, AND ABOUT LEVEL WITH THE ROAD.
 NT0321
 NT0321                          STATION RECOVERY (1969)
 NT0321
 NT0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0321'MARK NOT FOUND.
 NT0321
 NT0321                          STATION RECOVERY (1969)
 NT0321
 NT0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (GRH)
 NT0321'MARK IS LOCATED ABOUT 18 KM (11.20 MI) WEST NORTHWEST OF OVID 13.5 KM
 NT0321'(8.40 MI) NORTHEAST OF MINK CREEK 5.5 KM (3.40 MI) NORTHEAST OF THE
 NT0321'WEST ENTRANCE TO THE CACHE NATIONAL FOREST ALONG STATE HIGHWAY 36 ON
 NT0321'THE RIGHT OF WAY AT THE BASE OF A SAGE COVERED SLOPE AT THE NORTHEAST
 NT0321'END OF A PAVED TURNOUT AT TOP OF GRADE IN CENTRAL SECTION 1 T 13 S R
 NT0321'41 E.  OWNERSHIP  STATE TRANSPORTATION DEPARTMENT. TO REACH FROM THE
 NT0321'JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL
 NT0321'IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH
 NT0321'ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO
 NT0321'FOREST BOUNDARY SIGN.  CONTINUE AHEAD FOR 5.72 KM (3.55 MI) TO THE
 NT0321'COUNTY LINE.  CONTINUE AHEAD FOR 7.17 KM (4.45 MI) TO THE MARK ON THE
 NT0321'RIGHT.  MARK IS A BUREAU OF PUBLIC ROADS DISK SET IN A DRILL HOLE IN
 NT0321'THE TOP CENTER OF A 1.7 M (5.6 FT) LONG CULVERT HEADWALL.  IT IS 4.3 M
 NT0321'(14.1 FT) NORTHWEST OF AND LEVEL WITH THE HIGHWAY CENTER 3.3 M (10.8
 NT0321'FT) SOUTHEAST OF A FIBERGLASS WITNESS POST AND 21 M (68.9 FT)
 NT0321'NORTHEAST OF THE NORTHEAST END OF THE TURNOUT. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0322 ***********************************************************************
 NT0322  DESIGNATION -  42 6
 NT0322  PID         -  NT0322
 NT0322  STATE/COUNTY-  ID/FRANKLIN
 NT0322  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0322
 NT0322                         *CURRENT SURVEY CONTROL
 NT0322  ___________________________________________________________________
 NT0322* NAD 83(1986)-  42 19 35.     (N)    111 36 48.     (W)     SCALED    
 NT0322* NAVD 88     -      2048.978  (meters)    6722.36   (feet)  ADJUSTED  
 NT0322  ___________________________________________________________________
 NT0322  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 NT0322  DYNAMIC HT  -        2047.387 (meters)    6717.14  (feet)  COMP
 NT0322  MODELED GRAV-     979,771.8   (mgal)                       NAVD 88
 NT0322
 NT0322  VERT ORDER  -  SECOND    CLASS 0
 NT0322
 NT0322.The horizontal coordinates were scaled from a topographic map and have
 NT0322.an estimated accuracy of +/- 6 seconds.
 NT0322
 NT0322.The orthometric height was determined by differential leveling
 NT0322.and adjusted by the National Geodetic Survey in June 1991..
 NT0322
 NT0322.The geoid height was determined by GEOID03.
 NT0322
 NT0322.The dynamic height is computed by dividing the NAVD 88
 NT0322.geopotential number by the normal gravity value computed on the
 NT0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0322.degrees latitude (g = 980.6199 gals.).
 NT0322
 NT0322.The modeled gravity was interpolated from observed gravity values.
 NT0322
 NT0322;                    North         East    Units  Estimated Accuracy
 NT0322;SPC ID E     -    73,420.      245,610.      MT  (+/- 180 meters Scaled)
 NT0322
 NT0322                          SUPERSEDED SURVEY CONTROL
 NT0322
 NT0322  NGVD 29 (??/??/92) 2047.750  (m)         6718.33   (f) ADJ UNCH    2 0
 NT0322
 NT0322.Superseded values are not recommended for survey control.
 NT0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0322.See file dsdata.txt to determine how the superseded data were derived.
 NT0322
 NT0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM494861(NAD 83)
 NT0322_MARKER: DD = SURVEY DISK
 NT0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0322_SP_SET: CULVERT
 NT0322_STAMPING: 42-6 1950 6718.19
 NT0322_MARK LOGO: BPR   
 NT0322_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0322
 NT0322  HISTORY     - Date     Condition        Report By
 NT0322  HISTORY     - 1950     MONUMENTED       BPR
 NT0322  HISTORY     - 1951     GOOD             NGS
 NT0322  HISTORY     - 19900601 GOOD             NGS
 NT0322
 NT0322                          STATION DESCRIPTION
 NT0322
 NT0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0322'15.4 MI NW FROM OVID.
 NT0322'15.4 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0322'ON THE NORTH SLOPE OF A GRADE, AND SET ON THE TOP AND IN THE CENTER OF
 NT0322'THE EAST CONCRETE HEADWALL OF A 24 INCH CORRUGATED METAL PIPE CULVERT,
 NT0322'19 FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT LOWER
 NT0322'THAN THE ROAD.
 NT0322
 NT0322                          STATION RECOVERY (1990)
 NT0322
 NT0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0322'MARK IS LOCATED ABOUT 18 KM (11.20 MI) WEST NORTHWEST OF OVID 14.5 KM
 NT0322'(9.00 MI) NORTHEAST OF MINK CREEK 6 KM (3.75 MI) NORTHEAST OF THE WEST
 NT0322'ENTRANCE TO THE CACHE NATIONAL FOREST ALONG STATE HIGHWAY 36 ON THE
 NT0322'RIGHT OF WAY AT A LARGE SAGE AND GRASS AREA IN NORTH CENTRAL SECTION 1
 NT0322'T 13 S R 41 E.  OWNERSHIP  STATE TRANSPORTATION DEPARTMENT. TO REACH
 NT0322'FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD
 NT0322'OVID SCHOOL IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE
 NT0322'LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.60
 NT0322'MI) TO FOREST BOUNDARY SIGN.  CONTINUE AHEAD FOR 5.72 KM (3.55 MI) TO
 NT0322'THE COUNTY LINE.  CONTINUE AHEAD FOR 6.64 KM (4.15 MI) TO MILEPOST 18
 NT0322'AND THE MARK ON THE RIGHT.  MARK IS A BUREAU OF PUBLIC ROADS DISK SET
 NT0322'IN A DRILL HOLE IN THE TOP CENTER OF A 2.4 M (7.9 FT) LONG CULVERT
 NT0322'HEADWALL.  IT IS 5.5 M (18.0 FT) EAST OF AND 0.5 M (1.6 FT) LOWER THAN
 NT0322'THE HIGHWAY CENTER 2.5 M (8.2 FT) WEST OF A FIBERGLASS WITNESS POST
 NT0322'AND 12 M (39.4 FT) SOUTH OF THE SOUTH END OF A LOW CUT.  DESCRIBED BY
 NT0322'G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0324 ***********************************************************************
 NT0324  DESIGNATION -  42 7
 NT0324  PID         -  NT0324
 NT0324  STATE/COUNTY-  ID/FRANKLIN
 NT0324  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0324
 NT0324                         *CURRENT SURVEY CONTROL
 NT0324  ___________________________________________________________________
 NT0324* NAD 83(1986)-  42 20 20.     (N)    111 36 08.     (W)     SCALED    
 NT0324* NAVD 88     -      2069.263  (meters)    6788.91   (feet)  ADJUSTED  
 NT0324  ___________________________________________________________________
 NT0324  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 NT0324  DYNAMIC HT  -        2067.651 (meters)    6783.62  (feet)  COMP
 NT0324  MODELED GRAV-     979,768.3   (mgal)                       NAVD 88
 NT0324
 NT0324  VERT ORDER  -  SECOND    CLASS 0
 NT0324
 NT0324.The horizontal coordinates were scaled from a topographic map and have
 NT0324.an estimated accuracy of +/- 6 seconds.
 NT0324
 NT0324.The orthometric height was determined by differential leveling
 NT0324.and adjusted by the National Geodetic Survey in June 1991..
 NT0324
 NT0324.The geoid height was determined by GEOID03.
 NT0324
 NT0324.The dynamic height is computed by dividing the NAVD 88
 NT0324.geopotential number by the normal gravity value computed on the
 NT0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0324.degrees latitude (g = 980.6199 gals.).
 NT0324
 NT0324.The modeled gravity was interpolated from observed gravity values.
 NT0324
 NT0324;                    North         East    Units  Estimated Accuracy
 NT0324;SPC ID E     -    74,820.      246,510.      MT  (+/- 180 meters Scaled)
 NT0324
 NT0324                          SUPERSEDED SURVEY CONTROL
 NT0324
 NT0324  NGVD 29 (??/??/92) 2068.029  (m)         6784.86   (f) ADJ UNCH    2 0
 NT0324
 NT0324.Superseded values are not recommended for survey control.
 NT0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0324.See file dsdata.txt to determine how the superseded data were derived.
 NT0324
 NT0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM503875(NAD 83)
 NT0324_MARKER: DD = SURVEY DISK
 NT0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0324_SP_SET: CULVERT
 NT0324_STAMPING: 42-7 1950 6784.80
 NT0324_MARK LOGO: BPR   
 NT0324_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0324
 NT0324  HISTORY     - Date     Condition        Report By
 NT0324  HISTORY     - 1950     MONUMENTED       BPR
 NT0324  HISTORY     - 1951     GOOD             NGS
 NT0324  HISTORY     - 19900601 GOOD             NGS
 NT0324
 NT0324                          STATION DESCRIPTION
 NT0324
 NT0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0324'14.4 MI NW FROM OVID.
 NT0324'14.4 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0324'SET ON THE TOP AND IN THE CENTER OF THE WEST HEADWALL OF AN 18 INCH
 NT0324'CORRUGATED METAL PIPE CULVERT, 16 FEET WEST OF THE CENTER LINE OF THE
 NT0324'ROAD, AND ABOUT LEVEL WITH THE ROAD.
 NT0324
 NT0324                          STATION RECOVERY (1990)
 NT0324
 NT0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0324'MARK IS LOCATED ABOUT 18 KM (11.20 MI) WEST NORTHWEST OF OVID 7 KM
 NT0324'(4.35 MI) NORTHEAST OF THE WEST ENTRANCE TO THE CACHE NATIONAL FOREST
 NT0324'ALONG STATE HIGHWAY 36 ON THE RIGHT OF WAY IN THE MIDDLE OF A SHORT
 NT0324'STRAIGHT SECTION AT THE BASE OF AN ASPEN COVERED SLOPE T 12 S R 41 E.
 NT0324'OWNERSHIP  STATE TRANSPORTATION DEPARTMENT. TO REACH FROM THE JUNCTION
 NT0324'OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID
 NT0324'GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE
 NT0324'RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO FOREST
 NT0324'BOUNDARY SIGN.  CONTINUE AHEAD FOR 5.72 KM (3.55 MI) TO THE COUNTY
 NT0324'LINE.  CONTINUE AHEAD FOR 4.49 KM (2.80 MI) TO MILEPOST 19 AND THE
 NT0324'MARK ON THE RIGHT. MARK IS A BUREAU OF PUBLIC ROADS DISK SET IN A
 NT0324'DRILL HOLE IN THE TOP CENTER OF A 1.8 M (5.9 FT) LONG CULVERT
 NT0324'HEADWALL.  IT IS 5.0 M (16.4 FT) NORTHWEST OF AND SLIGHTLY LOWER THAN
 NT0324'THE HIGHWAY CENTER 3.0 M (9.8 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 NT0324'POST AND 19 M (62.3 FT) SOUTHWEST OF SOUTHWEST END OF A 5 M (16.4 FT)
 NT0324'HIGH CUT. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0326 ***********************************************************************
 NT0326  DESIGNATION -  42 8
 NT0326  PID         -  NT0326
 NT0326  STATE/COUNTY-  ID/FRANKLIN
 NT0326  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0326
 NT0326                         *CURRENT SURVEY CONTROL
 NT0326  ___________________________________________________________________
 NT0326* NAD 83(1986)-  42 21 00.     (N)    111 35 33.     (W)     SCALED    
 NT0326* NAVD 88     -      2102.994  (meters)    6899.57   (feet)  ADJUSTED  
 NT0326  ___________________________________________________________________
 NT0326  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 NT0326  DYNAMIC HT  -        2101.349 (meters)    6894.18  (feet)  COMP
 NT0326  MODELED GRAV-     979,763.6   (mgal)                       NAVD 88
 NT0326
 NT0326  VERT ORDER  -  SECOND    CLASS 0
 NT0326
 NT0326.The horizontal coordinates were scaled from a topographic map and have
 NT0326.an estimated accuracy of +/- 6 seconds.
 NT0326
 NT0326.The orthometric height was determined by differential leveling
 NT0326.and adjusted by the National Geodetic Survey in June 1991..
 NT0326
 NT0326.The geoid height was determined by GEOID03.
 NT0326
 NT0326.The dynamic height is computed by dividing the NAVD 88
 NT0326.geopotential number by the normal gravity value computed on the
 NT0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0326.degrees latitude (g = 980.6199 gals.).
 NT0326
 NT0326.The modeled gravity was interpolated from observed gravity values.
 NT0326
 NT0326;                    North         East    Units  Estimated Accuracy
 NT0326;SPC ID E     -    76,060.      247,310.      MT  (+/- 180 meters Scaled)
 NT0326
 NT0326                          SUPERSEDED SURVEY CONTROL
 NT0326
 NT0326  NGVD 29 (??/??/92) 2101.749  (m)         6895.49   (f) ADJ UNCH    2 0
 NT0326
 NT0326.Superseded values are not recommended for survey control.
 NT0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0326.See file dsdata.txt to determine how the superseded data were derived.
 NT0326
 NT0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM512888(NAD 83)
 NT0326_MARKER: DD = SURVEY DISK
 NT0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0326_SP_SET: CULVERT
 NT0326_STAMPING: 42-8 1950 6895.38
 NT0326_MARK LOGO: BPR   
 NT0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0326
 NT0326  HISTORY     - Date     Condition        Report By
 NT0326  HISTORY     - 1950     MONUMENTED       BPR
 NT0326  HISTORY     - 1951     GOOD             NGS
 NT0326  HISTORY     - 19900601 GOOD             NGS
 NT0326
 NT0326                          STATION DESCRIPTION
 NT0326
 NT0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0326'13.9 MI NW FROM OVID.
 NT0326'13.9 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0326'SET ON THE TOP AND IN THE CENTER OF THE WEST HEADWALL OF AN 18 INCH
 NT0326'CORRUGATED METAL PIPE CULVERT, 16 FEET WEST OF THE CENTER LINE OF THE
 NT0326'ROAD, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
 NT0326
 NT0326                          STATION RECOVERY (1990)
 NT0326
 NT0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0326'MARK IS LOCATED ABOUT 17.5 KM (10.85 MI) WEST NORTHWEST OF OVID 8.5 KM
 NT0326'(5.30 MI) NORTHEAST OF THE WEST ENTRANCE TO THE CACHE NATIONAL FOREST
 NT0326'ALONG STATE HIGHWAY 36 ON THE RIGHT OF WAY NEAR THE CENTER OF OF
 NT0326'SECTION 30 T 12 S R 42 E.  OWNERSHIP  STATE TRANSPORTATION DEPARTMENT.
 NT0326'TO REACH FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT
 NT0326'THE OLD OVID SCHOOL IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI)
 NT0326'TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 7.40 KM
 NT0326'(4.60 MI) TO FOREST BOUNDARY SIGN.  CONTINUE AHEAD FOR 5.72 KM (3.55
 NT0326'MI) TO THE COUNTY LINE.  CONTINUE AHEAD FOR 3.39 KM (2.10 MI) TO
 NT0326'MILEPOST 20 AND THE MARK ON THE RIGHT. MARK IS A BUREAU OF PUBLIC
 NT0326'ROADS DISK SET IN A DRILL HOLE IN THE TOP CENTER OF A 1.8 M (5.9 FT)
 NT0326'LONG CULVERT HEADWALL.  IT IS 4.7 M (15.4 FT) NORTHWEST OF AND 0.3 M
 NT0326'(1.0 FT) LOWER THAN THE HIGHWAY CENTER AND 4.0 M (13.1 FT) SOUTHEAST
 NT0326'OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0328 ***********************************************************************
 NT0328  DESIGNATION -  42 9
 NT0328  PID         -  NT0328
 NT0328  STATE/COUNTY-  ID/BEAR LAKE
 NT0328  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0328
 NT0328                         *CURRENT SURVEY CONTROL
 NT0328  ___________________________________________________________________
 NT0328* NAD 83(1986)-  42 21 30.     (N)    111 34 08.     (W)     SCALED    
 NT0328* NAVD 88     -      2214.948  (meters)    7266.88   (feet)  ADJUSTED  
 NT0328  ___________________________________________________________________
 NT0328  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 NT0328  DYNAMIC HT  -        2213.197 (meters)    7261.13  (feet)  COMP
 NT0328  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 NT0328
 NT0328  VERT ORDER  -  SECOND    CLASS 0
 NT0328
 NT0328.The horizontal coordinates were scaled from a topographic map and have
 NT0328.an estimated accuracy of +/- 6 seconds.
 NT0328
 NT0328.The orthometric height was determined by differential leveling
 NT0328.and adjusted by the National Geodetic Survey in June 1991..
 NT0328
 NT0328.The geoid height was determined by GEOID03.
 NT0328
 NT0328.The dynamic height is computed by dividing the NAVD 88
 NT0328.geopotential number by the normal gravity value computed on the
 NT0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0328.degrees latitude (g = 980.6199 gals.).
 NT0328
 NT0328.The modeled gravity was interpolated from observed gravity values.
 NT0328
 NT0328;                    North         East    Units  Estimated Accuracy
 NT0328;SPC ID E     -    77,000.      249,250.      MT  (+/- 180 meters Scaled)
 NT0328
 NT0328                          SUPERSEDED SURVEY CONTROL
 NT0328
 NT0328  NGVD 29 (??/??/92) 2213.687  (m)         7262.74   (f) ADJ UNCH    2 0
 NT0328
 NT0328.Superseded values are not recommended for survey control.
 NT0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0328.See file dsdata.txt to determine how the superseded data were derived.
 NT0328
 NT0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM531897(NAD 83)
 NT0328_MARKER: DD = SURVEY DISK
 NT0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0328_SP_SET: CULVERT
 NT0328_STAMPING: 42-9 1950 7262.64
 NT0328_MARK LOGO: BPR   
 NT0328_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0328
 NT0328  HISTORY     - Date     Condition        Report By
 NT0328  HISTORY     - 1950     MONUMENTED       BPR
 NT0328  HISTORY     - 1951     GOOD             NGS
 NT0328  HISTORY     - 19900601 GOOD             NGS
 NT0328
 NT0328                          STATION DESCRIPTION
 NT0328
 NT0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0328'12.1 MI NW FROM OVID.
 NT0328'12.1 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0328'ON THE TOP AND IN THE CENTER OF THE NORTH HEADWALL OF AN 18 INCH
 NT0328'CORRUGATED METAL PIPE CULVERT, 14 1/2 FEET NORTH OF THE CENTER LINE OF
 NT0328'THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 NT0328
 NT0328                          STATION RECOVERY (1990)
 NT0328
 NT0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0328'MARK IS LOCATED ABOUT 16 KM (9.95 MI) NORTHWEST OF OVID IN THE CACHE
 NT0328'NATIONAL FOREST ALONG STATE HIGHWAY 36 ON THE RIGHT OF WAY 0.8 KM
 NT0328'(0.50 MI) SOUTHWEST OF THE BEAR LAKE FRANKLIN COUNTY LINE ABOUT MIDWAY
 NT0328'ALONG A STRAIGHT SECTION IN THE SOUTHEAST 1/4 OF SECTION 20 T 12 S R
 NT0328'42 E.  OWNERSHIP  STATE TRANSPORTATION DEPARTMENT. TO REACH FROM THE
 NT0328'JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL
 NT0328'IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH
 NT0328'ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO
 NT0328'FOREST BOUNDARY SIGN.  CONTINUE AHEAD FOR 5.72 KM (3.55 MI) TO THE
 NT0328'COUNTY LINE.  CONTINUE AHEAD FOR 1.07 KM (0.65 MI) TO THE MARK ON THE
 NT0328'RIGHT. MARK IS A BUREAU OF PUBLIC ROADS DISK SET IN A DRILL HOLE IN
 NT0328'THE TOP CENTER OF A 1.8 M (5.9 FT) LONG CULVERT HEADWALL.  IT IS 4.7 M
 NT0328'(15.4 FT) NORTH OF AND 0.4 M (1.3 FT) LOWER THAN THE HIGHWAY CENTER
 NT0328'AND 2.1 M (6.9 FT) EAST OF A FIBERGLASS WITNESS POST. DESCRIBED BY
 NT0328'G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1786 ***********************************************************************
 RZ1786  DESIGNATION -  42 BIS
 RZ1786  PID         -  RZ1786
 RZ1786  STATE/COUNTY-  ID/IDAHO
 RZ1786  USGS QUAD   -  NEZPERCE SW (1967)
 RZ1786
 RZ1786                         *CURRENT SURVEY CONTROL
 RZ1786  ___________________________________________________________________
 RZ1786* NAD 83(1992)-  46 02 52.92032(N)    116 10 51.62146(W)     ADJUSTED  
 RZ1786* NAVD 88     -       948.96   (+/-2cm)    3113.4    (feet)  VERTCON   
 RZ1786  ___________________________________________________________________
 RZ1786  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 RZ1786  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 RZ1786
 RZ1786  HORZ ORDER  -  THIRD
 RZ1786  VERT ORDER  -  THIRD ? (See Below)
 RZ1786
 RZ1786.The horizontal coordinates were established by classical geodetic methods
 RZ1786.and adjusted by the National Geodetic Survey in July 1992..
 RZ1786
 RZ1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1786.The vertical order pertains to the NGVD 29 superseded value.
 RZ1786
 RZ1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1786
 RZ1786.The geoid height was determined by GEOID03.
 RZ1786
 RZ1786;                    North         East     Units Scale Factor Converg.
 RZ1786;SPC ID W     -   486,869.265   766,643.993   MT  0.99994701   -0 18 37.1
 RZ1786;UTM  11      - 5,099,710.385   563,361.630   MT  0.99964935   +0 35 22.7
 RZ1786
 RZ1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1786!SPC ID W     -   0.99985384  x   0.99994701  =   0.99980086
 RZ1786!UTM  11      -   0.99985384  x   0.99964935  =   0.99950325
 RZ1786
 RZ1786:                Primary Azimuth Mark                     Grid Az
 RZ1786:SPC ID W     -  WINONA                                   014 25 48.2
 RZ1786:UTM  11      -  WINONA                                   013 31 48.4
 RZ1786
 RZ1786|---------------------------------------------------------------------|
 RZ1786| PID    Reference Object                     Distance      Geod. Az  |
 RZ1786|                                                           dddmmss.s |
 RZ1786| RZ1787 WINONA                              APPROX.11.4 KM 0140711.1 |
 RZ1786|---------------------------------------------------------------------|
 RZ1786
 RZ1786                          SUPERSEDED SURVEY CONTROL
 RZ1786
 RZ1786  NAD 83(1986)-  46 02 52.92088(N)    116 10 51.61814(W) AD(       ) 3
 RZ1786  NAD 27      -  46 02 53.37980(N)    116 10 48.14500(W) AD(       ) 3
 RZ1786  NGVD 29 (07/19/86)  947.89   (m)         3109.9    (f) LEVELING    3  
 RZ1786
 RZ1786.Superseded values are not recommended for survey control.
 RZ1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1786.See file dsdata.txt to determine how the superseded data were derived.
 RZ1786
 RZ1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6336299710(NAD 83)
 RZ1786_MARKER: DB = BENCH MARK DISK
 RZ1786_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RZ1786+WITH SETTING: INFORMATION.
 RZ1786_SP_SET: PREFABRICATED CONCRETE POST
 RZ1786
 RZ1786  HISTORY     - Date     Condition        Report By
 RZ1786  HISTORY     - 1967     MONUMENTED       USGS
 RZ1786
 RZ1786                          STATION DESCRIPTION
 RZ1786
 RZ1786'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RZ1786'BIG BUTTE SCHOOL, 7 MI S. OF ALONG COUNTY RD. TO JCT. WITH STATE
 RZ1786'HWY. 7.  8.3 MI N. OF JCT. OF U.S. HWY. 95 AND STATE HWY. 7.  79 FT
 RZ1786'NW. AND 9.8 FT W. OF INTERSECTION OF X-RDS. JUST E. OF CURVE IN
 RZ1786'STATE HWY. 7, 73 FT NW. OF TELEPHONE POLE 139, 1 FT S. OF FENCE
 RZ1786'AND WITNESS POST.
 RZ1786'
 RZ1786'LOCATED ABOUT 13.3 MI SSE. OF NEZPERCE, 8.4 MI E. OF COTTONWOOD.
 RZ1786'ON NORTH SIDE OF STATE HWY. 7.
 RZ1786'
 RZ1786'TO REACH FROM NEZPERCE POST OFFICE, TAKE STATE HWY. 7 TO
 RZ1786'GRANGEVILLE, GO 5.6 MI CROSS LAWYERS CANYON, GO 8 MI TO JCT. WITH
 RZ1786'STATE HWY. 62 TO KAMIAH, GO 9.5 MI TO RD. JCT. TO GREENCREEK, GO
 RZ1786'15.7 MI TO Y-RD. AND X-RDS. AND STATION ON NORTH SIDE OF RD.
 RZ1786'
 RZ1786'STATION MARK--STANDARD BM TABLET STAMPED---42 BIS 1966---, ON 22-FT
 RZ1786'OF COPPER-COATED ROD ENCASED IN BLACK SOIL PIPE, FLUSH WITH
 RZ1786'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0512 ***********************************************************************
 NW0512  DESIGNATION -  42 EMH
 NW0512  PID         -  NW0512
 NW0512  STATE/COUNTY-  ID/OWYHEE
 NW0512  USGS QUAD   -  TURNER TABLE (1972)
 NW0512
 NW0512                         *CURRENT SURVEY CONTROL
 NW0512  ___________________________________________________________________
 NW0512* NAD 83(1986)-  42 27 35.     (N)    116 13 15.     (W)     SCALED    
 NW0512* NAVD 88     -      1745.263  (meters)    5725.92   (feet)  POSTED    
 NW0512  ___________________________________________________________________
 NW0512  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 NW0512  DYNAMIC HT  -        1744.070 (meters)    5722.00  (feet)  COMP
 NW0512  MODELED GRAV-     979,875.9   (mgal)                       NAVD 88
 NW0512
 NW0512  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0512
 NW0512.The horizontal coordinates were scaled from a topographic map and have
 NW0512.an estimated accuracy of +/- 6 seconds.
 NW0512
 NW0512.The orthometric height was determined by differential leveling
 NW0512.and adjusted by the National Geodetic Survey in 1992..
 NW0512.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0512.rate of 0.0 thru 1.0 mm/km.
 NW0512
 NW0512.The geoid height was determined by GEOID03.
 NW0512
 NW0512.The dynamic height is computed by dividing the NAVD 88
 NW0512.geopotential number by the normal gravity value computed on the
 NW0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0512.degrees latitude (g = 980.6199 gals.).
 NW0512
 NW0512.The modeled gravity was interpolated from observed gravity values.
 NW0512
 NW0512;                    North         East    Units  Estimated Accuracy
 NW0512;SPC ID W     -    88,190.      761,280.      MT  (+/- 180 meters Scaled)
 NW0512
 NW0512                          SUPERSEDED SURVEY CONTROL
 NW0512
 NW0512.No superseded survey control is available for this station.
 NW0512
 NW0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH640011(NAD 83)
 NW0512_MARKER: DD = SURVEY DISK
 NW0512_SETTING: 66 = SET IN ROCK OUTCROP
 NW0512_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0512_STAMPING: 42 EMH 1972 5722
 NW0512_MARK LOGO: USGS  
 NW0512_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0512+STABILITY: POSITION/ELEVATION WELL
 NW0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0512+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0512
 NW0512  HISTORY     - Date     Condition        Report By
 NW0512  HISTORY     - 1972     MONUMENTED       USGS
 NW0512
 NW0512                          STATION DESCRIPTION
 NW0512
 NW0512'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0512'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0512'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0512'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0512'TRACK ROAD, THENCE 15.2 MILES SOUTHEAST ALONG TRACK ROAD, THENCE 4.7
 NW0512'MILES EAST ALONG TRACK ROAD, 6.6 MILES EAST OF UPPER BATTLE CREEK
 NW0512'CROSSING, NEAR THE MOUTH OF A LARGE DRAW, ABOUT 0.2 MILES WEST OF A
 NW0512'LARGE ROCK OUTCROP ON THE SOUTH SIDE OF THE ROAD, 175 FEET EAST OF A
 NW0512'CATTLE SALT BED AT THE SOUTH EDGE OF THE ROAD, 25 FEET NORTH AND ABOUT
 NW0512'3 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP
 NW0512'PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0469 ***********************************************************************
 NW0469  DESIGNATION -  42 FMK
 NW0469  PID         -  NW0469
 NW0469  STATE/COUNTY-  ID/OWYHEE
 NW0469  USGS QUAD   -  ANTELOPE SPRING (1992)
 NW0469
 NW0469                         *CURRENT SURVEY CONTROL
 NW0469  ___________________________________________________________________
 NW0469* NAD 83(1986)-  42 59 53.     (N)    116 27 42.     (W)     SCALED    
 NW0469* NAVD 88     -      1013.957  (meters)    3326.62   (feet)  POSTED    
 NW0469  ___________________________________________________________________
 NW0469  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 NW0469  DYNAMIC HT  -        1013.460 (meters)    3324.99  (feet)  COMP
 NW0469  MODELED GRAV-     980,096.2   (mgal)                       NAVD 88
 NW0469
 NW0469  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0469
 NW0469.The horizontal coordinates were scaled from a topographic map and have
 NW0469.an estimated accuracy of +/- 6 seconds.
 NW0469
 NW0469.The orthometric height was determined by differential leveling
 NW0469.and adjusted by the National Geodetic Survey in 1992..
 NW0469.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0469.rate of 1.1 thru 2.0 mm/km.
 NW0469
 NW0469.The geoid height was determined by GEOID03.
 NW0469
 NW0469.The dynamic height is computed by dividing the NAVD 88
 NW0469.geopotential number by the normal gravity value computed on the
 NW0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0469.degrees latitude (g = 980.6199 gals.).
 NW0469
 NW0469.The modeled gravity was interpolated from observed gravity values.
 NW0469
 NW0469;                    North         East    Units  Estimated Accuracy
 NW0469;SPC ID W     -   148,130.      741,970.      MT  (+/- 180 meters Scaled)
 NW0469
 NW0469                          SUPERSEDED SURVEY CONTROL
 NW0469
 NW0469  NGVD 29 (??/??/92) 1012.97   (m)         3323.4    (f) COMPUTED    2 0
 NW0469
 NW0469.Superseded values are not recommended for survey control.
 NW0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0469.See file dsdata.txt to determine how the superseded data were derived.
 NW0469
 NW0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH438607(NAD 83)
 NW0469_MARKER: DD = SURVEY DISK
 NW0469_SETTING: 80 = SET IN A BOULDER
 NW0469_SP_SET: IN DRILL HOLE IN A BOULDER
 NW0469_STAMPING: 42 FMK 1964
 NW0469_MARK LOGO: USGS  
 NW0469_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0469+STABILITY: SURFACE MOTION
 NW0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0469+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0469
 NW0469  HISTORY     - Date     Condition        Report By
 NW0469  HISTORY     - 1964     MONUMENTED       USGS
 NW0469
 NW0469                          STATION DESCRIPTION
 NW0469
 NW0469'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0469'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 NW0469'COUNTY ROAD, THENCE 5.0 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 NW0469'ROAD, 128 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 29 FEET
 NW0469'NORTHWEST OF BATES CREEK, 6 FEET SOUTHWEST OF A WITNESS POST, SET IN
 NW0469'THE WEST END OF AN 8 X 5 FOOT BOULDER PROJECTING 3.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0569 ***********************************************************************
 NW0569  DESIGNATION -  42 MDC
 NW0569  PID         -  NW0569
 NW0569  STATE/COUNTY-  ID/OWYHEE
 NW0569  USGS QUAD   -  WAGON BOX BASIN (1973)
 NW0569
 NW0569                         *CURRENT SURVEY CONTROL
 NW0569  ___________________________________________________________________
 NW0569* NAD 83(1986)-  42 35 22.     (N)    116 33 56.     (W)     SCALED    
 NW0569* NAVD 88     -      1736.609  (meters)    5697.52   (feet)  POSTED    
 NW0569  ___________________________________________________________________
 NW0569  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 NW0569  DYNAMIC HT  -        1735.450 (meters)    5693.72  (feet)  COMP
 NW0569  MODELED GRAV-     979,894.1   (mgal)                       NAVD 88
 NW0569
 NW0569  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0569
 NW0569.The horizontal coordinates were scaled from a topographic map and have
 NW0569.an estimated accuracy of +/- 6 seconds.
 NW0569
 NW0569.The orthometric height was determined by differential leveling
 NW0569.and adjusted by the National Geodetic Survey in 1992..
 NW0569.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0569.rate of 0.0 thru 1.0 mm/km.
 NW0569
 NW0569.The geoid height was determined by GEOID03.
 NW0569
 NW0569.The dynamic height is computed by dividing the NAVD 88
 NW0569.geopotential number by the normal gravity value computed on the
 NW0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0569.degrees latitude (g = 980.6199 gals.).
 NW0569
 NW0569.The modeled gravity was interpolated from observed gravity values.
 NW0569
 NW0569;                    North         East    Units  Estimated Accuracy
 NW0569;SPC ID W     -   102,810.      733,060.      MT  (+/- 180 meters Scaled)
 NW0569
 NW0569                          SUPERSEDED SURVEY CONTROL
 NW0569
 NW0569.No superseded survey control is available for this station.
 NW0569
 NW0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH356153(NAD 83)
 NW0569_MARKER: DD = SURVEY DISK
 NW0569_SETTING: 66 = SET IN ROCK OUTCROP
 NW0569_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0569_STAMPING: 42 MDC 1973 5693
 NW0569_MARK LOGO: USGS  
 NW0569_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0569+STABILITY: POSITION/ELEVATION WELL
 NW0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0569+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0569
 NW0569  HISTORY     - Date     Condition        Report By
 NW0569  HISTORY     - 1972     MONUMENTED       USGS
 NW0569
 NW0569                          STATION DESCRIPTION
 NW0569
 NW0569'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0569'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0569'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0569'8.2 MILES NORTH ALONG MUD FLAT ROAD, 1.7 MILES WEST OF MUD FLAT
 NW0569'RESOURCE AREA FIELD STATION, AT A Y-ROAD TO THE SOUTHEAST, 25 FEET
 NW0569'WEST OF THE CENTERLINE OF THE MAIN ROADS, 22 FEET WEST OF THE
 NW0569'CENTERLINE OF THE MAIN ROAD, ABOUT 2 FEET HIGHER THAN THE ROAD BED,
 NW0569'CEMENTED IN THE EAST SIDE OF A LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1151 ***********************************************************************
 NU1151  DESIGNATION -  4208.07
 NU1151  PID         -  NU1151
 NU1151  STATE/COUNTY-  ID/CASSIA
 NU1151  USGS QUAD   -  BURLEY SE (1978)
 NU1151
 NU1151                         *CURRENT SURVEY CONTROL
 NU1151  ___________________________________________________________________
 NU1151* NAD 83(1986)-  42 32 17.     (N)    113 47 32.     (W)     SCALED    
 NU1151* NAVD 88     -      1268.186  (meters)    4160.71   (feet)  ADJUSTED  
 NU1151  ___________________________________________________________________
 NU1151  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 NU1151  DYNAMIC HT  -        1267.461 (meters)    4158.33  (feet)  COMP
 NU1151  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 NU1151
 NU1151  VERT ORDER  -  FIRST     CLASS II
 NU1151
 NU1151.The horizontal coordinates were scaled from a topographic map and have
 NU1151.an estimated accuracy of +/- 6 seconds.
 NU1151
 NU1151.The orthometric height was determined by differential leveling
 NU1151.and adjusted by the National Geodetic Survey in June 1991..
 NU1151.WARNING-Repeat measurements at this control monument indicate possible
 NU1151.vertical movement.
 NU1151
 NU1151.The geoid height was determined by GEOID03.
 NU1151
 NU1151.The dynamic height is computed by dividing the NAVD 88
 NU1151.geopotential number by the normal gravity value computed on the
 NU1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1151.degrees latitude (g = 980.6199 gals.).
 NU1151
 NU1151.The modeled gravity was interpolated from observed gravity values.
 NU1151
 NU1151;                    North         East    Units  Estimated Accuracy
 NU1151;SPC ID C     -    96,810.      517,070.      MT  (+/- 180 meters Scaled)
 NU1151
 NU1151                          SUPERSEDED SURVEY CONTROL
 NU1151
 NU1151  NGVD 29 (??/??/92) 1267.223  (m)         4157.55   (f) ADJ UNCH    1 2
 NU1151
 NU1151.Superseded values are not recommended for survey control.
 NU1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1151.See file dsdata.txt to determine how the superseded data were derived.
 NU1151
 NU1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN707132(NAD 83)
 NU1151_MARKER: DD = SURVEY DISK
 NU1151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU1151_SP_SET: STEP
 NU1151_STAMPING: 4208.07
 NU1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1151
 NU1151  HISTORY     - Date     Condition        Report By
 NU1151  HISTORY     - UNK      MONUMENTED       BOR
 NU1151  HISTORY     - 1960     GOOD             NGS
 NU1151  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU1151
 NU1151                          STATION DESCRIPTION
 NU1151
 NU1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1151'IN BURLEY.
 NU1151'AT BURLEY ON THE MAIN STREET (U.S. HIGHWAY 30), 1/2 BLOCK EAST OF
 NU1151'OVERLAND AVE., AT THE OFFICE OF THE BURLEY IRRIGATION DISTRICT, AT THE
 NU1151'MAIN ENTRANCE, SET IN A DRILL HOLE IN THE EAST END OF THE FIRST STEP.
 NU1151
 NU1151                          STATION RECOVERY (1983)
 NU1151
 NU1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1151'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1743 ***********************************************************************
 NU1743  DESIGNATION -  4209
 NU1743  PID         -  NU1743
 NU1743  STATE/COUNTY-  ID/MINIDOKA
 NU1743  USGS QUAD   -  RUPERT (1976)
 NU1743
 NU1743                         *CURRENT SURVEY CONTROL
 NU1743  ___________________________________________________________________
 NU1743* NAD 83(1992)-  42 34 01.54113(N)    113 39 48.89501(W)     ADJUSTED  
 NU1743* NAVD 88     -      1269.     (meters)    4163.     (feet)  SCALED    
 NU1743  ___________________________________________________________________
 NU1743  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 NU1743  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 NU1743
 NU1743  HORZ ORDER  -  SECOND
 NU1743
 NU1743.The horizontal coordinates were established by classical geodetic methods
 NU1743.and adjusted by the National Geodetic Survey in July 1992..
 NU1743
 NU1743.The orthometric height was scaled from a topographic map.
 NU1743
 NU1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1743
 NU1743.The geoid height was determined by GEOID03.
 NU1743
 NU1743;                    North         East     Units Scale Factor Converg.
 NU1743;SPC ID C     -   100,065.143   527,622.207   MT  0.99995675   +0 13 39.3
 NU1743;UTM  12      - 4,716,182.156   281,371.099   MT  1.00018812   -1 48 09.0
 NU1743
 NU1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1743!SPC ID C     -   0.99980330  x   0.99995675  =   0.99976006
 NU1743!UTM  12      -   0.99980330  x   1.00018812  =   0.99999138
 NU1743
 NU1743                          SUPERSEDED SURVEY CONTROL
 NU1743
 NU1743  NAD 83(1986)-  42 34 01.54043(N)    113 39 48.89093(W) AD(       ) 2
 NU1743  NAD 27      -  42 34 01.86410(N)    113 39 45.85700(W) AD(       ) 2
 NU1743
 NU1743.Superseded values are not recommended for survey control.
 NU1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1743.See file dsdata.txt to determine how the superseded data were derived.
 NU1743
 NU1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN8137116182(NAD 83)
 NU1743_MARKER: DD = SURVEY DISK
 NU1743_SETTING: 0 = UNSPECIFIED SETTING
 NU1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1743
 NU1743  HISTORY     - Date     Condition        Report By
 NU1743  HISTORY     - 1959     MONUMENTED       BOR
 NU1743
 NU1743                          STATION DESCRIPTION
 NU1743
 NU1743'DESCRIBED BY US BUREAU OF RECLAMATION 1959
 NU1743'THE STATION IS 1.8 MILES WEST OF THE INTERSTATE ROUTE BRIDGE
 NU1743'OVER THE SNAKE RIVER, 0.3 MILE WEST AND 0.35 MILE NORTH OF THE
 NU1743'INTERSECTION OF MERIDIAN ROAD AND 400 SOUTH AT THE JUNCTION
 NU1743'OF TWO CANALS 20 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 NU1743'LARGER CANAL AND 8 FEET NORTH OF A METAL WITNESS POST WITH
 NU1743'SIGN ATTACHED.
 NU1743'
 NU1743'TO REACH STATION IDA 80-126 FROM RUPERT (INTERSECTION OF U.S. HIGHWAY
 NU1743'30 AND STATE ROUTE 25) GO SOUTHWEST ON U.S. HIGHWAY 30 FOR 4.3
 NU1743'MILES TO 400 SOUTH, TURN LEFT, EAST, ON 400 SOUTH FOR 4.1 MILES
 NU1743'TO BRIDGE AND CANAL, TURN LEFT, NORTH, ALONG THE EAST BANK OF
 NU1743'THE CANAL FOR 0.35 MILES TO STATION IDA 80-126 SITE AT THE JUNCTION
 NU1743'OF THE TWO CANALS.
 NU1743'
 NU1743'REFERENCE MARK 2 IS A BRONZE DISK OF THE U.S. BUREAU OF RECLAMATION
 NU1743'SERVICE SET IN A DRILL HOLE IN THE TOP AND NORTH END OF THE
 NU1743'CONCRETE HEADGATE WHICH IS INSTALLED IN THE LARGER CANAL AND
 NU1743'STAMPED 4209 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0458 ***********************************************************************
 OZ0458  DESIGNATION -  4210.98
 OZ0458  PID         -  OZ0458
 OZ0458  STATE/COUNTY-  ID/ELMORE
 OZ0458  USGS QUAD   -  PINE (1973)
 OZ0458
 OZ0458                         *CURRENT SURVEY CONTROL
 OZ0458  ___________________________________________________________________
 OZ0458* NAD 83(1986)-  43 29 04.     (N)    115 18 27.     (W)     SCALED    
 OZ0458* NAVD 88     -      1284.458  (meters)    4214.09   (feet)  ADJUSTED  
 OZ0458  ___________________________________________________________________
 OZ0458  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 OZ0458  DYNAMIC HT  -        1283.783 (meters)    4211.88  (feet)  COMP
 OZ0458  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 OZ0458
 OZ0458  VERT ORDER  -  SECOND    CLASS 0
 OZ0458
 OZ0458.The horizontal coordinates were scaled from a topographic map and have
 OZ0458.an estimated accuracy of +/- 6 seconds.
 OZ0458
 OZ0458.The orthometric height was determined by differential leveling
 OZ0458.and adjusted by the National Geodetic Survey in June 1991..
 OZ0458
 OZ0458.The geoid height was determined by GEOID03.
 OZ0458
 OZ0458.The dynamic height is computed by dividing the NAVD 88
 OZ0458.geopotential number by the normal gravity value computed on the
 OZ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0458.degrees latitude (g = 980.6199 gals.).
 OZ0458
 OZ0458.The modeled gravity was interpolated from observed gravity values.
 OZ0458
 OZ0458;                    North         East    Units  Estimated Accuracy
 OZ0458;SPC ID W     -   202,010.      835,800.      MT  (+/- 180 meters Scaled)
 OZ0458
 OZ0458                          SUPERSEDED SURVEY CONTROL
 OZ0458
 OZ0458  NGVD 29 (??/??/92) 1283.394  (m)         4210.60   (f) ADJ UNCH    2 0
 OZ0458
 OZ0458.Superseded values are not recommended for survey control.
 OZ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0458.See file dsdata.txt to determine how the superseded data were derived.
 OZ0458
 OZ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ368160(NAD 83)
 OZ0458_MARKER: DD = SURVEY DISK
 OZ0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0458_SP_SET: ABUTMENT
 OZ0458_STAMPING: 4210.98
 OZ0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0458
 OZ0458  HISTORY     - Date     Condition        Report By
 OZ0458  HISTORY     - UNK      MONUMENTED       BOR
 OZ0458  HISTORY     - 1950     GOOD             NGS
 OZ0458  HISTORY     - 1973     MARK NOT FOUND   USGS
 OZ0458
 OZ0458                          STATION DESCRIPTION
 OZ0458
 OZ0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0458'0.3 MI E FROM PINE.
 OZ0458'0.3 MILE EAST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT PINE,
 OZ0458'AT A WOODEN BRIDGE OVER SOUTH FORK BOISE RIVER, IN THE TOP OF THE
 OZ0458'NORTH END OF THE EAST CONCRETE ABUTMENT, 9 1/2 FEET NORTH OF THE
 OZ0458'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 OZ0458
 OZ0458                          STATION RECOVERY (1973)
 OZ0458
 OZ0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1176 ***********************************************************************
 NU1176  DESIGNATION -  4212.81
 NU1176  PID         -  NU1176
 NU1176  STATE/COUNTY-  ID/JEROME
 NU1176  USGS QUAD   -  BURLEY SW (1978)
 NU1176
 NU1176                         *CURRENT SURVEY CONTROL
 NU1176  ___________________________________________________________________
 NU1176* NAD 83(1986)-  42 34 37.     (N)    113 58 51.     (W)     SCALED    
 NU1176* NAVD 88     -      1284.927  (meters)    4215.63   (feet)  ADJUSTED  
 NU1176  ___________________________________________________________________
 NU1176  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NU1176  DYNAMIC HT  -        1284.222 (meters)    4213.32  (feet)  COMP
 NU1176  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 NU1176
 NU1176  VERT ORDER  -  SECOND    CLASS 0
 NU1176
 NU1176.The horizontal coordinates were scaled from a topographic map and have
 NU1176.an estimated accuracy of +/- 6 seconds.
 NU1176
 NU1176.The orthometric height was determined by differential leveling
 NU1176.and adjusted by the National Geodetic Survey in June 1991..
 NU1176
 NU1176.The geoid height was determined by GEOID03.
 NU1176
 NU1176.The dynamic height is computed by dividing the NAVD 88
 NU1176.geopotential number by the normal gravity value computed on the
 NU1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1176.degrees latitude (g = 980.6199 gals.).
 NU1176
 NU1176.The modeled gravity was interpolated from observed gravity values.
 NU1176
 NU1176;                    North         East    Units  Estimated Accuracy
 NU1176;SPC ID C     -   101,110.      501,570.      MT  (+/- 180 meters Scaled)
 NU1176
 NU1176                          SUPERSEDED SURVEY CONTROL
 NU1176
 NU1176  NGVD 29 (??/??/92) 1283.975  (m)         4212.51   (f) ADJ UNCH    2 0
 NU1176
 NU1176.Superseded values are not recommended for survey control.
 NU1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1176.See file dsdata.txt to determine how the superseded data were derived.
 NU1176
 NU1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN553181(NAD 83)
 NU1176_MARKER: DD = SURVEY DISK
 NU1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1176_STAMPING: BM 4212.81 26 + 60 6
 NU1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1176+STABILITY: SURFACE MOTION
 NU1176
 NU1176  HISTORY     - Date     Condition        Report By
 NU1176  HISTORY     - UNK      MONUMENTED       IDDT
 NU1176  HISTORY     - 1960     GOOD             NGS
 NU1176
 NU1176                          STATION DESCRIPTION
 NU1176
 NU1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1176'3.4 MI E FROM GREENWOOD.
 NU1176'3.4 MILES EAST ON STATE HIGHWAY 25 FROM THE GREENWOOD SERVICE STATION,
 NU1176'40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.9 FOOT WEST OF A
 NU1176'METAL POST, SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1170 ***********************************************************************
 NU1170  DESIGNATION -  4214.81
 NU1170  PID         -  NU1170
 NU1170  STATE/COUNTY-  ID/MINIDOKA
 NU1170  USGS QUAD   -  RUPERT NW (1964)
 NU1170
 NU1170                         *CURRENT SURVEY CONTROL
 NU1170  ___________________________________________________________________
 NU1170* NAD 83(1986)-  42 38 54.     (N)    113 37 44.     (W)     SCALED    
 NU1170* NAVD 88     -      1270.371  (meters)    4167.88   (feet)  ADJUSTED  
 NU1170  ___________________________________________________________________
 NU1170  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NU1170  DYNAMIC HT  -        1269.656 (meters)    4165.53  (feet)  COMP
 NU1170  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 NU1170
 NU1170  VERT ORDER  -  FIRST     CLASS II
 NU1170
 NU1170.The horizontal coordinates were scaled from a topographic map and have
 NU1170.an estimated accuracy of +/- 6 seconds.
 NU1170
 NU1170.The orthometric height was determined by differential leveling
 NU1170.and adjusted by the National Geodetic Survey in June 1991..
 NU1170
 NU1170.The geoid height was determined by GEOID03.
 NU1170
 NU1170.The dynamic height is computed by dividing the NAVD 88
 NU1170.geopotential number by the normal gravity value computed on the
 NU1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1170.degrees latitude (g = 980.6199 gals.).
 NU1170
 NU1170.The modeled gravity was interpolated from observed gravity values.
 NU1170
 NU1170;                    North         East    Units  Estimated Accuracy
 NU1170;SPC ID C     -   109,100.      530,430.      MT  (+/- 180 meters Scaled)
 NU1170
 NU1170                          SUPERSEDED SURVEY CONTROL
 NU1170
 NU1170  NGVD 29 (??/??/92) 1269.407  (m)         4164.71   (f) ADJ UNCH    1 2
 NU1170
 NU1170.Superseded values are not recommended for survey control.
 NU1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1170.See file dsdata.txt to determine how the superseded data were derived.
 NU1170
 NU1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN844251(NAD 83)
 NU1170_MARKER: DD = SURVEY DISK
 NU1170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU1170_SP_SET: DAM
 NU1170_STAMPING: 4214.81 1912
 NU1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1170
 NU1170  HISTORY     - Date     Condition        Report By
 NU1170  HISTORY     - 1912     MONUMENTED       BOR
 NU1170
 NU1170                          STATION DESCRIPTION
 NU1170
 NU1170'DESCRIBED BY US BUREAU OF RECLAMATION 1912
 NU1170'3.4 MI NE FROM RUPERT.
 NU1170'3.4 MILES NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 NU1170'STATION AT RUPERT, MINIDOKA COUNTY, 230 FEET NORTHWEST OF THE
 NU1170'CENTERLINE OF THE TRACK, 75 FEET EAST OF THE CENTERLINE OF THE
 NU1170'RUPERT-MINIDOKA HIGHWAY, ON NORTHWEST SIDE OF THE MAIN CANAL, 20 FEET
 NU1170'SOUTH OF A CANAL LEADING WEST FROM THE MAIN CANAL, AND IN THE TOP OF
 NU1170'THE CONCRETE DIVERSION DAM.  A UNITED STATES RECLAMATION SERVICE
 NU1170'STANDARD DISK, STAMPED 4214.81 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1172 ***********************************************************************
 NU1172  DESIGNATION -  4216.76 1912
 NU1172  PID         -  NU1172
 NU1172  STATE/COUNTY-  ID/MINIDOKA
 NU1172  USGS QUAD   -  ACEQUIA (1964)
 NU1172
 NU1172                         *CURRENT SURVEY CONTROL
 NU1172  ___________________________________________________________________
 NU1172* NAD 83(1986)-  42 39 58.     (N)    113 36 13.     (W)     SCALED    
 NU1172* NAVD 88     -      1270.945  (meters)    4169.76   (feet)  ADJUSTED  
 NU1172  ___________________________________________________________________
 NU1172  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NU1172  DYNAMIC HT  -        1270.229 (meters)    4167.41  (feet)  COMP
 NU1172  MODELED GRAV-     980,013.4   (mgal)                       NAVD 88
 NU1172
 NU1172  VERT ORDER  -  FIRST     CLASS II
 NU1172
 NU1172.The horizontal coordinates were scaled from a topographic map and have
 NU1172.an estimated accuracy of +/- 6 seconds.
 NU1172
 NU1172.The orthometric height was determined by differential leveling
 NU1172.and adjusted by the National Geodetic Survey in June 1991..
 NU1172
 NU1172.The geoid height was determined by GEOID03.
 NU1172
 NU1172.The dynamic height is computed by dividing the NAVD 88
 NU1172.geopotential number by the normal gravity value computed on the
 NU1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1172.degrees latitude (g = 980.6199 gals.).
 NU1172
 NU1172.The modeled gravity was interpolated from observed gravity values.
 NU1172
 NU1172;                    North         East    Units  Estimated Accuracy
 NU1172;SPC ID C     -   111,090.      532,500.      MT  (+/- 180 meters Scaled)
 NU1172
 NU1172                          SUPERSEDED SURVEY CONTROL
 NU1172
 NU1172  NGVD 29 (??/??/92) 1269.976  (m)         4166.58   (f) ADJ UNCH    1 2
 NU1172
 NU1172.Superseded values are not recommended for survey control.
 NU1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1172.See file dsdata.txt to determine how the superseded data were derived.
 NU1172
 NU1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN866270(NAD 83)
 NU1172_MARKER: DD = SURVEY DISK
 NU1172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU1172_SP_SET: WALL
 NU1172_STAMPING: 4216.76 1912
 NU1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1172
 NU1172  HISTORY     - Date     Condition        Report By
 NU1172  HISTORY     - 1912     MONUMENTED       USGS
 NU1172
 NU1172                          STATION DESCRIPTION
 NU1172
 NU1172'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 NU1172'5.1 MI N FROM RUPERT.
 NU1172'5.1 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 NU1172'AT RUPERT, MINIDOKA COUNTY, 250 FEET EAST OF A HIGHWAY, 12 FEET WEST
 NU1172'OF THE CENTERLINE OF THE TRACK, AT AN IRRIGATION CULVERT, IN THE TOP
 NU1172'OF THE CONCRETE PARAPET WALL, 27 FEET NORTHWEST OF THE SOUTHEAST END,
 NU1172'AND 8 INCHES NORTHWEST OF THE EAST EDGE.  A UNITED STATES GEOLOGICAL
 NU1172'SURVEY STANDARD DISK, STAMPED 4216.76 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0455 ***********************************************************************
 OZ0455  DESIGNATION -  4217.25
 OZ0455  PID         -  OZ0455
 OZ0455  STATE/COUNTY-  ID/ELMORE
 OZ0455  USGS QUAD   -  PINE (1973)
 OZ0455
 OZ0455                         *CURRENT SURVEY CONTROL
 OZ0455  ___________________________________________________________________
 OZ0455* NAD 83(1986)-  43 27 48.     (N)    115 17 42.     (W)     SCALED    
 OZ0455* NAVD 88     -      1286.372  (meters)    4220.37   (feet)  ADJUSTED  
 OZ0455  ___________________________________________________________________
 OZ0455  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 OZ0455  DYNAMIC HT  -        1285.671 (meters)    4218.07  (feet)  COMP
 OZ0455  MODELED GRAV-     980,031.1   (mgal)                       NAVD 88
 OZ0455
 OZ0455  VERT ORDER  -  SECOND    CLASS 0
 OZ0455
 OZ0455.The horizontal coordinates were scaled from a topographic map and have
 OZ0455.an estimated accuracy of +/- 6 seconds.
 OZ0455
 OZ0455.The orthometric height was determined by differential leveling
 OZ0455.and adjusted by the National Geodetic Survey in June 1991..
 OZ0455
 OZ0455.The geoid height was determined by GEOID03.
 OZ0455
 OZ0455.The dynamic height is computed by dividing the NAVD 88
 OZ0455.geopotential number by the normal gravity value computed on the
 OZ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0455.degrees latitude (g = 980.6199 gals.).
 OZ0455
 OZ0455.The modeled gravity was interpolated from observed gravity values.
 OZ0455
 OZ0455;                    North         East    Units  Estimated Accuracy
 OZ0455;SPC ID W     -   199,670.      836,820.      MT  (+/- 180 meters Scaled)
 OZ0455
 OZ0455                          SUPERSEDED SURVEY CONTROL
 OZ0455
 OZ0455  NGVD 29 (??/??/92) 1285.284  (m)         4216.80   (f) ADJ UNCH    2 0
 OZ0455
 OZ0455.Superseded values are not recommended for survey control.
 OZ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0455.See file dsdata.txt to determine how the superseded data were derived.
 OZ0455
 OZ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ379136(NAD 83)
 OZ0455_MARKER: DD = SURVEY DISK
 OZ0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0455_SP_SET: BRIDGE
 OZ0455_STAMPING: 4217.25
 OZ0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0455
 OZ0455  HISTORY     - Date     Condition        Report By
 OZ0455  HISTORY     - UNK      MONUMENTED       BOR
 OZ0455  HISTORY     - 1950     GOOD             NGS
 OZ0455
 OZ0455                          STATION DESCRIPTION
 OZ0455
 OZ0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0455'2.1 MI SE FROM PINE.
 OZ0455'2.1 MILES SOUTHEAST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0455'PINE, AT A WOODEN BRIDGE OVER DEER CREEK, IN THE TOP OF THE WEST
 OZ0455'CONCRETE WING WALL, 9 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OZ0455'ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1178 ***********************************************************************
 NU1178  DESIGNATION -  4227.18
 NU1178  PID         -  NU1178
 NU1178  STATE/COUNTY-  ID/JEROME
 NU1178  USGS QUAD   -  BURLEY SW (1978)
 NU1178
 NU1178                         *CURRENT SURVEY CONTROL
 NU1178  ___________________________________________________________________
 NU1178* NAD 83(1986)-  42 34 37.     (N)    113 57 40.     (W)     SCALED    
 NU1178* NAVD 88     -      1289.300  (meters)    4229.98   (feet)  ADJUSTED  
 NU1178  ___________________________________________________________________
 NU1178  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 NU1178  DYNAMIC HT  -        1288.593 (meters)    4227.66  (feet)  COMP
 NU1178  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 NU1178
 NU1178  VERT ORDER  -  SECOND    CLASS 0
 NU1178
 NU1178.The horizontal coordinates were scaled from a topographic map and have
 NU1178.an estimated accuracy of +/- 6 seconds.
 NU1178
 NU1178.The orthometric height was determined by differential leveling
 NU1178.and adjusted by the National Geodetic Survey in June 1991..
 NU1178
 NU1178.The geoid height was determined by GEOID03.
 NU1178
 NU1178.The dynamic height is computed by dividing the NAVD 88
 NU1178.geopotential number by the normal gravity value computed on the
 NU1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1178.degrees latitude (g = 980.6199 gals.).
 NU1178
 NU1178.The modeled gravity was interpolated from observed gravity values.
 NU1178
 NU1178;                    North         East    Units  Estimated Accuracy
 NU1178;SPC ID C     -   101,110.      503,190.      MT  (+/- 180 meters Scaled)
 NU1178
 NU1178                          SUPERSEDED SURVEY CONTROL
 NU1178
 NU1178  NGVD 29 (??/??/92) 1288.348  (m)         4226.86   (f) ADJ UNCH    2 0
 NU1178
 NU1178.Superseded values are not recommended for survey control.
 NU1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1178.See file dsdata.txt to determine how the superseded data were derived.
 NU1178
 NU1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN569180(NAD 83)
 NU1178_MARKER: DD = SURVEY DISK
 NU1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1178_STAMPING: BM 4227.18
 NU1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1178+STABILITY: SURFACE MOTION
 NU1178
 NU1178  HISTORY     - Date     Condition        Report By
 NU1178  HISTORY     - UNK      MONUMENTED       IDDT
 NU1178  HISTORY     - 1960     GOOD             NGS
 NU1178
 NU1178                          STATION DESCRIPTION
 NU1178
 NU1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1178'4.4 MI E FROM GREENWOOD.
 NU1178'4.4 MILES EAST OF THE GREENWOOD SERVICE STATION, ALONG STATE HIGHWAY
 NU1178'25, 41 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 17 FEET EAST OF A
 NU1178'POWER POLE, 1.1 FEET WEST OF A METAL POST, SET IN A CYLINDRICAL
 NU1178'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0526 ***********************************************************************
 PZ0526  DESIGNATION -  4241
 PZ0526  PID         -  PZ0526
 PZ0526  STATE/COUNTY-  ID/LEMHI
 PZ0526  USGS QUAD   -  GOLDBUG RIDGE (1962)
 PZ0526
 PZ0526                         *CURRENT SURVEY CONTROL
 PZ0526  ___________________________________________________________________
 PZ0526* NAD 83(1986)-  44 58 33.     (N)    113 56 36.     (W)     SCALED    
 PZ0526* NAVD 88     -      1293.663  (meters)    4244.29   (feet)  ADJUSTED  
 PZ0526  ___________________________________________________________________
 PZ0526  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 PZ0526  DYNAMIC HT  -        1293.090 (meters)    4242.41  (feet)  COMP
 PZ0526  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 PZ0526
 PZ0526  VERT ORDER  -  FIRST     CLASS II
 PZ0526
 PZ0526.The horizontal coordinates were scaled from a topographic map and have
 PZ0526.an estimated accuracy of +/- 6 seconds.
 PZ0526
 PZ0526.The orthometric height was determined by differential leveling
 PZ0526.and adjusted by the National Geodetic Survey in June 1991..
 PZ0526
 PZ0526.The geoid height was determined by GEOID03.
 PZ0526
 PZ0526.The dynamic height is computed by dividing the NAVD 88
 PZ0526.geopotential number by the normal gravity value computed on the
 PZ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0526.degrees latitude (g = 980.6199 gals.).
 PZ0526
 PZ0526.The modeled gravity was interpolated from observed gravity values.
 PZ0526
 PZ0526;                    North         East    Units  Estimated Accuracy
 PZ0526;SPC ID C     -   367,630.      504,470.      MT  (+/- 180 meters Scaled)
 PZ0526
 PZ0526                          SUPERSEDED SURVEY CONTROL
 PZ0526
 PZ0526  NGVD 29 (??/??/92) 1292.457  (m)         4240.34   (f) ADJ UNCH    1 2
 PZ0526
 PZ0526.Superseded values are not recommended for survey control.
 PZ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0526.See file dsdata.txt to determine how the superseded data were derived.
 PZ0526
 PZ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ679844(NAD 83)
 PZ0526_MARKER: DD = SURVEY DISK
 PZ0526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0526_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0526_STAMPING: 4241 1912 64
 PZ0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0526
 PZ0526  HISTORY     - Date     Condition        Report By
 PZ0526  HISTORY     - 1912     MONUMENTED       USGS
 PZ0526  HISTORY     - 1933     GOOD             NGS
 PZ0526
 PZ0526                          STATION DESCRIPTION
 PZ0526
 PZ0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PZ0526'15.0 MI S FROM SALMON.
 PZ0526'15.0 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 PZ0526'HIGHWAY 28 AT SALMON, LEMHI COUNTY, AT THE BRINEY RANCH, 100 FEET
 PZ0526'NORTHWEST OF THE HOUSE, 130 FEET NORTHEAST OF THE RIVER EDGE, AT THE
 PZ0526'OUTSIDE OF A CURVE, 60 FEET NORTHEAST OF THE CENTER LINE OF THE
 PZ0526'HIGHWAY, AND 2 FEET WEST OF THE YARD FENCE.  A UNITED STATES
 PZ0526'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4241 1912 64 AND RIVETED ON
 PZ0526'THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0886 ***********************************************************************
 NU0886  DESIGNATION -  4268.3
 NU0886  PID         -  NU0886
 NU0886  STATE/COUNTY-  ID/POWER
 NU0886  USGS QUAD   -  REGISTER ROCK (1984)
 NU0886
 NU0886                         *CURRENT SURVEY CONTROL
 NU0886  ___________________________________________________________________
 NU0886* NAD 83(1986)-  42 39 10.     (N)    113 01 00.     (W)     SCALED    
 NU0886* NAVD 88     -      1286.898  (meters)    4222.10   (feet)  ADJUSTED  
 NU0886  ___________________________________________________________________
 NU0886  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 NU0886  DYNAMIC HT  -        1286.157 (meters)    4219.67  (feet)  COMP
 NU0886  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 NU0886
 NU0886  VERT ORDER  -  SECOND    CLASS 0
 NU0886
 NU0886.The horizontal coordinates were scaled from a topographic map and have
 NU0886.an estimated accuracy of +/- 6 seconds.
 NU0886
 NU0886.The orthometric height was determined by differential leveling
 NU0886.and adjusted by the National Geodetic Survey in June 1991..
 NU0886
 NU0886.The geoid height was determined by GEOID03.
 NU0886
 NU0886.The dynamic height is computed by dividing the NAVD 88
 NU0886.geopotential number by the normal gravity value computed on the
 NU0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0886.degrees latitude (g = 980.6199 gals.).
 NU0886
 NU0886.The modeled gravity was interpolated from observed gravity values.
 NU0886
 NU0886;                    North         East    Units  Estimated Accuracy
 NU0886;SPC ID E     -   109,880.      130,310.      MT  (+/- 180 meters Scaled)
 NU0886
 NU0886                          SUPERSEDED SURVEY CONTROL
 NU0886
 NU0886  NGVD 29 (??/??/92) 1285.884  (m)         4218.77   (f) ADJ UNCH    2 0
 NU0886
 NU0886.Superseded values are not recommended for survey control.
 NU0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0886.See file dsdata.txt to determine how the superseded data were derived.
 NU0886
 NU0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN346242(NAD 83)
 NU0886_MARKER: DD = SURVEY DISK
 NU0886_SETTING: 80 = SET IN A BOULDER
 NU0886_SP_SET: BOULDER
 NU0886_STAMPING: 4268.3
 NU0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0886+STABILITY: SURFACE MOTION
 NU0886
 NU0886  HISTORY     - Date     Condition        Report By
 NU0886  HISTORY     - UNK      MONUMENTED       USGS
 NU0886  HISTORY     - 1960     GOOD             NGS
 NU0886  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0886
 NU0886                          STATION DESCRIPTION
 NU0886
 NU0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0886'2.0 MI W FROM MASSACRE ROCKS.
 NU0886'ABOUT 2 MILES WEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0886'FROM THE MASSACRE ROCKS MOTEL TO THE EAST ENTRANCE TO THE HISTORICAL
 NU0886'MONUMENT AND RECREATION AREA, THROUGH THE AREA TO ONE OF THE LARGER
 NU0886'AND HIGHER BOULDERS EXTENDING ABOUT 7 FEET ABOVE GROUND, ON THE WEST
 NU0886'SIDE OF ROCK CREEK, A DISK OF THE GEOLOGICAL SURVEY CEMENTED IN A
 NU0886'DRILL HOLE AT THE TOP OF THE BOULDER.
 NU0886
 NU0886                          STATION RECOVERY (1983)
 NU0886
 NU0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0886'NOT RECOVERED.  DISK HAD BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0891 ***********************************************************************
 NU0891  DESIGNATION -  4276.7
 NU0891  PID         -  NU0891
 NU0891  STATE/COUNTY-  ID/POWER
 NU0891  USGS QUAD   -  REGISTER ROCK (1984)
 NU0891
 NU0891                         *CURRENT SURVEY CONTROL
 NU0891  ___________________________________________________________________
 NU0891* NAD 83(1986)-  42 38 24.     (N)    113 02 33.     (W)     SCALED    
 NU0891* NAVD 88     -      1304.447  (meters)    4279.67   (feet)  ADJUSTED  
 NU0891  ___________________________________________________________________
 NU0891  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 NU0891  DYNAMIC HT  -        1303.691 (meters)    4277.19  (feet)  COMP
 NU0891  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 NU0891
 NU0891  VERT ORDER  -  SECOND    CLASS 0
 NU0891
 NU0891.The horizontal coordinates were scaled from a topographic map and have
 NU0891.an estimated accuracy of +/- 6 seconds.
 NU0891
 NU0891.The orthometric height was determined by differential leveling
 NU0891.and adjusted by the National Geodetic Survey in June 1991..
 NU0891
 NU0891.The geoid height was determined by GEOID03.
 NU0891
 NU0891.The dynamic height is computed by dividing the NAVD 88
 NU0891.geopotential number by the normal gravity value computed on the
 NU0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0891.degrees latitude (g = 980.6199 gals.).
 NU0891
 NU0891.The modeled gravity was interpolated from observed gravity values.
 NU0891
 NU0891;                    North         East    Units  Estimated Accuracy
 NU0891;SPC ID E     -   108,480.      128,170.      MT  (+/- 180 meters Scaled)
 NU0891
 NU0891                          SUPERSEDED SURVEY CONTROL
 NU0891
 NU0891  NGVD 29 (??/??/92) 1303.435  (m)         4276.35   (f) ADJ UNCH    2 0
 NU0891
 NU0891.Superseded values are not recommended for survey control.
 NU0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0891.See file dsdata.txt to determine how the superseded data were derived.
 NU0891
 NU0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN325228(NAD 83)
 NU0891_MARKER: DD = SURVEY DISK
 NU0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0891_STAMPING: 4276.7
 NU0891_MARK LOGO: IDPWD 
 NU0891_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0891
 NU0891  HISTORY     - Date     Condition        Report By
 NU0891  HISTORY     - 1983     MONUMENTED       IDPWD
 NU0891  HISTORY     - 1960     GOOD             NGS
 NU0891  HISTORY     - 1983     POOR             NGS
 NU0891  HISTORY     - 19830615 GOOD             NGS
 NU0891
 NU0891                          STATION DESCRIPTION
 NU0891
 NU0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0891'3.6 MI W FROM MASSACRE ROCKS.
 NU0891'3.6 MILES WESTWARD ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0891'FROM THE MASSACRE ROCKS MOTEL, 58 FEET SOUTH FROM THE OLD ALINEMENT OF
 NU0891'THE HIGHWAY, 175 FEET WEST FROM A GRAVELED CROSS ROAD LEADING SOUTH,
 NU0891'43 FEET SOUTH FROM THE OLD RIGHT OF WAY FENCE AT THE EDGE OF A LOW
 NU0891'EMBANKMENT, 3 FEET SOUTHEAST FROM A GUYED POLE, 3 FEET WEST FROM A
 NU0891'METAL WITNESS POST WITH SIGN.  NOTE-- THE OLD ALINEMENT OF THE HIGHWAY
 NU0891'IS ABOUT 200 YARDS FROM THE PRESENT ALINEMENT.  THE DISK WAS STAMPED
 NU0891'4276.7 DURING THE JUNE 1960 RELEVELING.  NOTE-- INSECURE.
 NU0891
 NU0891                          STATION RECOVERY (1983)
 NU0891
 NU0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0891'RECOVERED IN POOR CONDITION.  WILL NOT BE LEVELED TO.
 NU0891
 NU0891                          STATION RECOVERY (1983)
 NU0891
 NU0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NU0891'THE MARK IS LOCATED ABOUT 5.4 KM (3.35 MI) SW OF MASS ACRE ROCKS STATE
 NU0891'PARK.  TO REACH FROM THE ENTRANCE TO MASS ACRE ROCKS STATE PARKS GO W
 NU0891'ON HWY FOR 6 KM, (3.70 MI) TURN LEFT ON GRAVEL ROAD AND GO 0.2 KM
 NU0891'(0.10 MI) TO THE MARK ON RIGHT.  NOTE, AS FREEWAY IS COMPLETED AN
 NU0891'ACCESS ROAD ON S SIDE OF FREEWAY WILL NEED TO BE USED.  THE STATION IS
 NU0891'AN IDAHO DEPARTMENT OF PUBLIC WORKS DISK STAMPED---4276.7---, IT IS
 NU0891'46.0 METERS (150.9 FT) W FROM THE CENTERLINE OF A GRAVEL ROAD, 33.1
 NU0891'METERS (108.6 FT) S FROM THE CENTERLINE OF THE NEW ACCESS ROAD, 17.6
 NU0891'METERS (57.7 FT) S OF A RIGHT OF WAY FENCE, 0.97 METERS (3.18 FT) W OF
 NU0891'A METAL WITNESS POST, AND 0.76 METERS (2.49 FT) SE FROM A TELEPHONE
 NU0891'POLE.  THE MARK IS SET INTO THE TOP OF A 15 CM SQUARE CONCRETE
 NU0891'MONUMENT PROJECTING 40 CM.  NOTE, THIS MARK IS THE AZ MK FOR IDA
 NU0891'15W-10 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0236 ***********************************************************************
 SV0236  DESIGNATION -  43 2765
 SV0236  PID         -  SV0236
 SV0236  STATE/COUNTY-  ID/SHOSHONE
 SV0236  USGS QUAD   -  CLARKIA (1995)
 SV0236
 SV0236                         *CURRENT SURVEY CONTROL
 SV0236  ___________________________________________________________________
 SV0236* NAD 83(1986)-  47 03 11.     (N)    116 17 21.     (W)     SCALED    
 SV0236* NAVD 88     -       843.123  (meters)    2766.15   (feet)  ADJUSTED  
 SV0236  ___________________________________________________________________
 SV0236  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 SV0236  DYNAMIC HT  -         843.064 (meters)    2765.95  (feet)  COMP
 SV0236  MODELED GRAV-     980,514.9   (mgal)                       NAVD 88
 SV0236
 SV0236  VERT ORDER  -  SECOND    CLASS 0
 SV0236
 SV0236.The horizontal coordinates were scaled from a topographic map and have
 SV0236.an estimated accuracy of +/- 6 seconds.
 SV0236
 SV0236.The orthometric height was determined by differential leveling
 SV0236.and adjusted by the National Geodetic Survey in June 1991..
 SV0236
 SV0236.The geoid height was determined by GEOID03.
 SV0236
 SV0236.The dynamic height is computed by dividing the NAVD 88
 SV0236.geopotential number by the normal gravity value computed on the
 SV0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0236.degrees latitude (g = 980.6199 gals.).
 SV0236
 SV0236.The modeled gravity was interpolated from observed gravity values.
 SV0236
 SV0236;                    North         East    Units  Estimated Accuracy
 SV0236;SPC ID W     -   598,630.      759,040.      MT  (+/- 180 meters Scaled)
 SV0236
 SV0236                          SUPERSEDED SURVEY CONTROL
 SV0236
 SV0236  NGVD 29 (??/??/92)  841.977  (m)         2762.39   (f) ADJ UNCH    2 0
 SV0236
 SV0236.Superseded values are not recommended for survey control.
 SV0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0236.See file dsdata.txt to determine how the superseded data were derived.
 SV0236
 SV0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN539113(NAD 83)
 SV0236_MARKER: P = PIPE CAP
 SV0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0236_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0236_STAMPING: 43-2765 FT. 1911
 SV0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0236
 SV0236  HISTORY     - Date     Condition        Report By
 SV0236  HISTORY     - 1911     MONUMENTED       USGS
 SV0236  HISTORY     - 1935     GOOD             NGS
 SV0236
 SV0236                          STATION DESCRIPTION
 SV0236
 SV0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0236'3.5 MI N FROM CLARKIA.
 SV0236'3.5 MILES NORTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION AT FORMER
 SV0236'CRAWFORD MILL SPUR.  SPUR TRACK AND SAWMILL NOW ABOLISHED.  ABOUT 100
 SV0236'FEET WEST OF RAILWAY TRESTLE NO. EE 548.  OVER LITTLE CREEK.  50 FEET
 SV0236'SOUTH OF CENTERLINE OF TRACK.  15 FEET WEST OF PRIVATE ROAD CROSSING.
 SV0236'5 FEET NORTHEAST OF 36 INCH TREE.  2 FEET NORTH OF R/W FENCE.  IRON
 SV0236'PIPE WITH BRONZE CAP STAMPED 43 - 2765 FT. 1911.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0513 ***********************************************************************
 NW0513  DESIGNATION -  43 EMH
 NW0513  PID         -  NW0513
 NW0513  STATE/COUNTY-  ID/OWYHEE
 NW0513  USGS QUAD   -  TURNER TABLE (1972)
 NW0513
 NW0513                         *CURRENT SURVEY CONTROL
 NW0513  ___________________________________________________________________
 NW0513* NAD 83(1986)-  42 27 23.     (N)    116 12 07.     (W)     SCALED    
 NW0513* NAVD 88     -      1763.109  (meters)    5784.47   (feet)  POSTED    
 NW0513  ___________________________________________________________________
 NW0513  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 NW0513  DYNAMIC HT  -        1761.910 (meters)    5780.53  (feet)  COMP
 NW0513  MODELED GRAV-     979,875.9   (mgal)                       NAVD 88
 NW0513
 NW0513  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0513
 NW0513.The horizontal coordinates were scaled from a topographic map and have
 NW0513.an estimated accuracy of +/- 6 seconds.
 NW0513
 NW0513.The orthometric height was determined by differential leveling
 NW0513.and adjusted by the National Geodetic Survey in 1992..
 NW0513.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0513.rate of 0.0 thru 1.0 mm/km.
 NW0513
 NW0513.The geoid height was determined by GEOID03.
 NW0513
 NW0513.The dynamic height is computed by dividing the NAVD 88
 NW0513.geopotential number by the normal gravity value computed on the
 NW0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0513.degrees latitude (g = 980.6199 gals.).
 NW0513
 NW0513.The modeled gravity was interpolated from observed gravity values.
 NW0513
 NW0513;                    North         East    Units  Estimated Accuracy
 NW0513;SPC ID W     -    87,810.      762,830.      MT  (+/- 180 meters Scaled)
 NW0513
 NW0513                          SUPERSEDED SURVEY CONTROL
 NW0513
 NW0513.No superseded survey control is available for this station.
 NW0513
 NW0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH656007(NAD 83)
 NW0513_MARKER: DD = SURVEY DISK
 NW0513_SETTING: 66 = SET IN ROCK OUTCROP
 NW0513_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0513_STAMPING: 43 EMH 1972 5780
 NW0513_MARK LOGO: USGS  
 NW0513_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0513+STABILITY: POSITION/ELEVATION WELL
 NW0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0513+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0513
 NW0513  HISTORY     - Date     Condition        Report By
 NW0513  HISTORY     - 1972     MONUMENTED       USGS
 NW0513
 NW0513                          STATION DESCRIPTION
 NW0513
 NW0513'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0513'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0513'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0513'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0513'TRACK ROAD, THENCE 15.2 MILES SOUTHEAST ALONG TRACK ROAD, THENCE 5.8
 NW0513'MILES EAST ALONG TRACK ROAD, 7.7 MILES EAST OF UPPER BATTLE CREEK
 NW0513'CROSSING, AT THE TOP OF A SMALL PROMINENT HILL, 35 FEET NORTH AND
 NW0513'ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, SET IN A ROCK
 NW0513'OUTCROP PROJECTING 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1441 ***********************************************************************
 OH1441  DESIGNATION -  43 FMK
 OH1441  PID         -  OH1441
 OH1441  STATE/COUNTY-  ID/OWYHEE
 OH1441  USGS QUAD   -  OREANA (1992)
 OH1441
 OH1441                         *CURRENT SURVEY CONTROL
 OH1441  ___________________________________________________________________
 OH1441* NAD 83(1986)-  43 00 30.     (N)    116 27 05.     (W)     SCALED    
 OH1441* NAVD 88     -       975.968  (meters)    3201.99   (feet)  POSTED    
 OH1441  ___________________________________________________________________
 OH1441  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 OH1441  DYNAMIC HT  -         975.500 (meters)    3200.45  (feet)  COMP
 OH1441  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 OH1441
 OH1441  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OH1441
 OH1441.The horizontal coordinates were scaled from a topographic map and have
 OH1441.an estimated accuracy of +/- 6 seconds.
 OH1441
 OH1441.The orthometric height was determined by differential leveling
 OH1441.and adjusted by the National Geodetic Survey in 1992..
 OH1441.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OH1441.rate of 1.1 thru 2.0 mm/km.
 OH1441
 OH1441.The geoid height was determined by GEOID03.
 OH1441
 OH1441.The dynamic height is computed by dividing the NAVD 88
 OH1441.geopotential number by the normal gravity value computed on the
 OH1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1441.degrees latitude (g = 980.6199 gals.).
 OH1441
 OH1441.The modeled gravity was interpolated from observed gravity values.
 OH1441
 OH1441;                    North         East    Units  Estimated Accuracy
 OH1441;SPC ID W     -   149,260.      742,820.      MT  (+/- 180 meters Scaled)
 OH1441
 OH1441                          SUPERSEDED SURVEY CONTROL
 OH1441
 OH1441  NGVD 29 (??/??/92)  974.99   (m)         3198.8    (f) COMPUTED    2 0
 OH1441
 OH1441.Superseded values are not recommended for survey control.
 OH1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1441.See file dsdata.txt to determine how the superseded data were derived.
 OH1441
 OH1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH447618(NAD 83)
 OH1441_MARKER: DD = SURVEY DISK
 OH1441_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OH1441_SP_SET: PREFAB CONC. POST IN EARTH
 OH1441_STAMPING: 43 FMK 1964
 OH1441_MARK LOGO: USGS  
 OH1441_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OH1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1441+SATELLITE: SATELLITE OBSERVATIONS - 1964
 OH1441
 OH1441  HISTORY     - Date     Condition        Report By
 OH1441  HISTORY     - 1964     MONUMENTED       USGS
 OH1441
 OH1441                          STATION DESCRIPTION
 OH1441
 OH1441'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 OH1441'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 OH1441'COUNTY ROAD, THENCE 4.1 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 OH1441'ROAD, 33 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.6 FEET WEST OF A
 OH1441'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0570 ***********************************************************************
 NW0570  DESIGNATION -  43 MDC
 NW0570  PID         -  NW0570
 NW0570  STATE/COUNTY-  ID/OWYHEE
 NW0570  USGS QUAD   -  WAGON BOX BASIN (1973)
 NW0570
 NW0570                         *CURRENT SURVEY CONTROL
 NW0570  ___________________________________________________________________
 NW0570* NAD 83(1986)-  42 35 54.     (N)    116 33 25.     (W)     SCALED    
 NW0570* NAVD 88     -      1750.239  (meters)    5742.24   (feet)  POSTED    
 NW0570  ___________________________________________________________________
 NW0570  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 NW0570  DYNAMIC HT  -        1749.070 (meters)    5738.41  (feet)  COMP
 NW0570  MODELED GRAV-     979,892.4   (mgal)                       NAVD 88
 NW0570
 NW0570  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0570
 NW0570.The horizontal coordinates were scaled from a topographic map and have
 NW0570.an estimated accuracy of +/- 6 seconds.
 NW0570
 NW0570.The orthometric height was determined by differential leveling
 NW0570.and adjusted by the National Geodetic Survey in 1992..
 NW0570.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0570.rate of 0.0 thru 1.0 mm/km.
 NW0570
 NW0570.The geoid height was determined by GEOID03.
 NW0570
 NW0570.The dynamic height is computed by dividing the NAVD 88
 NW0570.geopotential number by the normal gravity value computed on the
 NW0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0570.degrees latitude (g = 980.6199 gals.).
 NW0570
 NW0570.The modeled gravity was interpolated from observed gravity values.
 NW0570
 NW0570;                    North         East    Units  Estimated Accuracy
 NW0570;SPC ID W     -   103,790.      733,780.      MT  (+/- 180 meters Scaled)
 NW0570
 NW0570                          SUPERSEDED SURVEY CONTROL
 NW0570
 NW0570.No superseded survey control is available for this station.
 NW0570
 NW0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH363163(NAD 83)
 NW0570_MARKER: DD = SURVEY DISK
 NW0570_SETTING: 66 = SET IN ROCK OUTCROP
 NW0570_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 NW0570_STAMPING: 43 MDC 1973 5738
 NW0570_MARK LOGO: USGS  
 NW0570_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0570+STABILITY: POSITION/ELEVATION WELL
 NW0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0570+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0570
 NW0570  HISTORY     - Date     Condition        Report By
 NW0570  HISTORY     - 1972     MONUMENTED       USGS
 NW0570
 NW0570                          STATION DESCRIPTION
 NW0570
 NW0570'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0570'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0570'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0570'7.2 MILES NORTH ALONG MUD FLAT ROAD, 0.7 MILES WEST OF MUD FLAT
 NW0570'RESOURCE AREA FIELD STATION, AT THE TOP OF A RISE, IN A CLUMP OF
 NW0570'TREES, 87 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTHEAST OF
 NW0570'A CAIRN, 5 FEET HIGHER THAN THE ROAD BED, CEMENTED IN A LAVA LEDGE AT
 NW0570'THE FOOT OF A ROW OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0776 ***********************************************************************
 NU0776  DESIGNATION -  4312.6
 NU0776  PID         -  NU0776
 NU0776  STATE/COUNTY-  ID/POWER
 NU0776  USGS QUAD   -  NEELEY (1971)
 NU0776
 NU0776                         *CURRENT SURVEY CONTROL
 NU0776  ___________________________________________________________________
 NU0776* NAD 83(1986)-  42 42 27.     (N)    112 56 19.     (W)     SCALED    
 NU0776* NAVD 88     -      1315.411  (meters)    4315.64   (feet)  ADJUSTED  
 NU0776  ___________________________________________________________________
 NU0776  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 NU0776  DYNAMIC HT  -        1314.643 (meters)    4313.12  (feet)  COMP
 NU0776  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 NU0776
 NU0776  VERT ORDER  -  FIRST     CLASS II
 NU0776
 NU0776.The horizontal coordinates were scaled from a topographic map and have
 NU0776.an estimated accuracy of +/- 6 seconds.
 NU0776
 NU0776.The orthometric height was determined by differential leveling
 NU0776.and adjusted by the National Geodetic Survey in June 1991..
 NU0776
 NU0776.The geoid height was determined by GEOID03.
 NU0776
 NU0776.The dynamic height is computed by dividing the NAVD 88
 NU0776.geopotential number by the normal gravity value computed on the
 NU0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0776.degrees latitude (g = 980.6199 gals.).
 NU0776
 NU0776.The modeled gravity was interpolated from observed gravity values.
 NU0776
 NU0776;                    North         East    Units  Estimated Accuracy
 NU0776;SPC ID E     -   115,900.      136,760.      MT  (+/- 180 meters Scaled)
 NU0776
 NU0776                          SUPERSEDED SURVEY CONTROL
 NU0776
 NU0776  NGVD 29 (??/??/92) 1314.370  (m)         4312.23   (f) ADJ UNCH    1 2
 NU0776
 NU0776.Superseded values are not recommended for survey control.
 NU0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0776.See file dsdata.txt to determine how the superseded data were derived.
 NU0776
 NU0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN412301(NAD 83)
 NU0776_MARKER: DD = SURVEY DISK
 NU0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0776_STAMPING: 4312.6
 NU0776_MARK LOGO: IDPWD 
 NU0776_PROJECTION: PROJECTING 20 CENTIMETERS
 NU0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0776+STABILITY: SURFACE MOTION
 NU0776
 NU0776  HISTORY     - Date     Condition        Report By
 NU0776  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0776  HISTORY     - 1960     GOOD             NGS
 NU0776  HISTORY     - 1983     GOOD             NGS
 NU0776
 NU0776                          STATION DESCRIPTION
 NU0776
 NU0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0776'6.75 MI SW FROM AMERICAN FALLS.
 NU0776'ABOUT 6 3/4 MILE ALONG THE OLD ROUTING OF U.S. HIGHWAY 30 N SOUTHWEST
 NU0776'FROM THE POST OFFICE IN AMERICAN FALLS, 0.2 MILE WESTWARD AFTER
 NU0776'PASSING THROUGH A LOW CUT IN A LAVA OUTCROP WHERE IS BENCH MARK RM
 NU0776'55(USGS), ON THE SOUTH SLOPE OF THE BANK OF A WASH PARALLELING THE
 NU0776'HIGHWAY, 50 FEET SOUTH OF THE HIGHWAY, A RIGHT OF WAY BOUNDARY POST IN
 NU0776'THE TOP OF WHICH IS SET THE DISK OF THE IDAHO DEPARTMENT OF PUBLIC
 NU0776'WORKS, UNSTAMPED THE LETTERS USBM ARE INSCRIBED ON THE RESPECTIVE
 NU0776'SIDES OF THE POST WITH WHITE PAINT, FROM THE ORIGINAL SURVEYS. NOTE--
 NU0776'THIS MONUMENT WAS PREVIOUSLY DESCRIBED AS CARRYING A DISK OF THE U.S.
 NU0776'GEOLOGICAL SURVEY, IN ERROR.  NOTE-- THE DISK WAS STAMPED ON MAY 27,
 NU0776'1960 DURING RELEVELING.  METAL WITNESS POST PLACED 4 FEET SOUTH FROM
 NU0776'MARK.
 NU0776
 NU0776                          STATION RECOVERY (1983)
 NU0776
 NU0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0776'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0776'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0776'HIGHWAY 39 AT AMERICAN FALLS, THENCE 6.8 KM (4.2 MI) SOUTHWEST ALONG
 NU0776'OLD U.S. HIGHWAY 30, ON THE SOUTHEAST BANK OF A DEEP DITCH,
 NU0776'15.2 METERS (50 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE AND
 NU0776'32.0 METERS (105 FT) NORTHEAST OF THE NORTHEAST END OF THE SOUTHWEST
 NU0776'HEADWALL FOR A 3 BY 3 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.
 NU0776'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 NU0776'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0139 ***********************************************************************
 OZ0139  DESIGNATION -  4322.05
 OZ0139  PID         -  OZ0139
 OZ0139  STATE/COUNTY-  ID/GOODING
 OZ0139  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0139
 OZ0139                         *CURRENT SURVEY CONTROL
 OZ0139  ___________________________________________________________________
 OZ0139* NAD 83(1986)-  43 05 40.     (N)    114 40 36.     (W)     SCALED    
 OZ0139* NAVD 88     -      1317.340  (meters)    4321.97   (feet)  ADJUSTED  
 OZ0139  ___________________________________________________________________
 OZ0139  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 OZ0139  DYNAMIC HT  -        1316.630 (meters)    4319.64  (feet)  COMP
 OZ0139  MODELED GRAV-     980,036.0   (mgal)                       NAVD 88
 OZ0139
 OZ0139  VERT ORDER  -  SECOND    CLASS 0
 OZ0139
 OZ0139.The horizontal coordinates were scaled from a topographic map and have
 OZ0139.an estimated accuracy of +/- 6 seconds.
 OZ0139
 OZ0139.The orthometric height was determined by differential leveling
 OZ0139.and adjusted by the National Geodetic Survey in June 1991..
 OZ0139
 OZ0139.The geoid height was determined by GEOID03.
 OZ0139
 OZ0139.The dynamic height is computed by dividing the NAVD 88
 OZ0139.geopotential number by the normal gravity value computed on the
 OZ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0139.degrees latitude (g = 980.6199 gals.).
 OZ0139
 OZ0139.The modeled gravity was interpolated from observed gravity values.
 OZ0139
 OZ0139;                    North         East    Units  Estimated Accuracy
 OZ0139;SPC ID C     -   158,810.      444,910.      MT  (+/- 180 meters Scaled)
 OZ0139
 OZ0139                          SUPERSEDED SURVEY CONTROL
 OZ0139
 OZ0139  NGVD 29 (??/??/92) 1316.386  (m)         4318.84   (f) ADJ UNCH    2 0
 OZ0139
 OZ0139.Superseded values are not recommended for survey control.
 OZ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0139.See file dsdata.txt to determine how the superseded data were derived.
 OZ0139
 OZ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH890739(NAD 83)
 OZ0139_MARKER: DD = SURVEY DISK
 OZ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0139_STAMPING: 4322.05 616+41.6
 OZ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0139+STABILITY: SURFACE MOTION
 OZ0139
 OZ0139  HISTORY     - Date     Condition        Report By
 OZ0139  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0139  HISTORY     - 1950     GOOD             NGS
 OZ0139
 OZ0139                          STATION DESCRIPTION
 OZ0139
 OZ0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0139'11.8 MI N FROM GOODING.
 OZ0139'11.8 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0139'GOODING, AT THE TOP OF A HILL, 125 FEET SOUTH OF THE SOUTH END OF A
 OZ0139'LONG PILE OF BOULDERS ABOUT 15 FEET WIDE AND RUNNING PARALELL TO THE
 OZ0139'HIGHWAY, 52 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT
 OZ0139'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0139'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0138 ***********************************************************************
 OZ0138  DESIGNATION -  4322.05 RM
 OZ0138  PID         -  OZ0138
 OZ0138  STATE/COUNTY-  ID/GOODING
 OZ0138  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0138
 OZ0138                         *CURRENT SURVEY CONTROL
 OZ0138  ___________________________________________________________________
 OZ0138* NAD 83(1986)-  43 05 40.     (N)    114 40 37.     (W)     SCALED    
 OZ0138* NAVD 88     -      1317.651  (meters)    4322.99   (feet)  ADJUSTED  
 OZ0138  ___________________________________________________________________
 OZ0138  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 OZ0138  DYNAMIC HT  -        1316.942 (meters)    4320.67  (feet)  COMP
 OZ0138  MODELED GRAV-     980,036.0   (mgal)                       NAVD 88
 OZ0138
 OZ0138  VERT ORDER  -  SECOND    CLASS 0
 OZ0138
 OZ0138.The horizontal coordinates were scaled from a topographic map and have
 OZ0138.an estimated accuracy of +/- 6 seconds.
 OZ0138
 OZ0138.The orthometric height was determined by differential leveling
 OZ0138.and adjusted by the National Geodetic Survey in June 1991..
 OZ0138
 OZ0138.The geoid height was determined by GEOID03.
 OZ0138
 OZ0138.The dynamic height is computed by dividing the NAVD 88
 OZ0138.geopotential number by the normal gravity value computed on the
 OZ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0138.degrees latitude (g = 980.6199 gals.).
 OZ0138
 OZ0138.The modeled gravity was interpolated from observed gravity values.
 OZ0138
 OZ0138;                    North         East    Units  Estimated Accuracy
 OZ0138;SPC ID C     -   158,810.      444,890.      MT  (+/- 180 meters Scaled)
 OZ0138
 OZ0138                          SUPERSEDED SURVEY CONTROL
 OZ0138
 OZ0138  NGVD 29 (??/??/92) 1316.697  (m)         4319.86   (f) ADJ UNCH    2 0
 OZ0138
 OZ0138.Superseded values are not recommended for survey control.
 OZ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0138.See file dsdata.txt to determine how the superseded data were derived.
 OZ0138
 OZ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH890739(NAD 83)
 OZ0138_MARKER: DD = SURVEY DISK
 OZ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0138+STABILITY: SURFACE MOTION
 OZ0138
 OZ0138  HISTORY     - Date     Condition        Report By
 OZ0138  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0138  HISTORY     - 1950     GOOD             NGS
 OZ0138
 OZ0138                          STATION DESCRIPTION
 OZ0138
 OZ0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0138'11.8 MI N FROM GOODING.
 OZ0138'11.8 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0138'GOODING, AT THE TOP OF A HILL, ABOUT 130 FEET SOUTHWEST OF THE SOUTH
 OZ0138'END OF A LONG PILE OF BOULDERS 15 FEET WIDE RUNNING PARALELL TO THE
 OZ0138'HIGHWAY, DIRECTLY ACROSS THE HIGHWAY FROM B.M. 4322.05 (I.S.D.P.W.),
 OZ0138'50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET EAST OF THE
 OZ0138'EAST EDGE OF A FIRE DITCH, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND
 OZ0138'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 OZ0138'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0781 ***********************************************************************
 NU0781  DESIGNATION -  4335.2
 NU0781  PID         -  NU0781
 NU0781  STATE/COUNTY-  ID/POWER
 NU0781  USGS QUAD   -  NEELEY (1971)
 NU0781
 NU0781                         *CURRENT SURVEY CONTROL
 NU0781  ___________________________________________________________________
 NU0781* NAD 83(1986)-  42 41 29.     (N)    112 57 50.     (W)     SCALED    
 NU0781* NAVD 88     -      1322.297  (meters)    4338.24   (feet)  ADJUSTED  
 NU0781  ___________________________________________________________________
 NU0781  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 NU0781  DYNAMIC HT  -        1321.526 (meters)    4335.71  (feet)  COMP
 NU0781  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 NU0781
 NU0781  VERT ORDER  -  FIRST     CLASS II
 NU0781
 NU0781.The horizontal coordinates were scaled from a topographic map and have
 NU0781.an estimated accuracy of +/- 6 seconds.
 NU0781
 NU0781.The orthometric height was determined by differential leveling
 NU0781.and adjusted by the National Geodetic Survey in June 1991..
 NU0781
 NU0781.The geoid height was determined by GEOID03.
 NU0781
 NU0781.The dynamic height is computed by dividing the NAVD 88
 NU0781.geopotential number by the normal gravity value computed on the
 NU0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0781.degrees latitude (g = 980.6199 gals.).
 NU0781
 NU0781.The modeled gravity was interpolated from observed gravity values.
 NU0781
 NU0781;                    North         East    Units  Estimated Accuracy
 NU0781;SPC ID E     -   114,130.      134,670.      MT  (+/- 180 meters Scaled)
 NU0781
 NU0781                          SUPERSEDED SURVEY CONTROL
 NU0781
 NU0781  NGVD 29 (??/??/92) 1321.264  (m)         4334.85   (f) ADJ UNCH    1 2
 NU0781
 NU0781.Superseded values are not recommended for survey control.
 NU0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0781.See file dsdata.txt to determine how the superseded data were derived.
 NU0781
 NU0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN391284(NAD 83)
 NU0781_MARKER: DD = SURVEY DISK
 NU0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0781_STAMPING: 4335.2
 NU0781_MARK LOGO: IDPWD 
 NU0781_PROJECTION: PROJECTING 15 CENTIMETERS
 NU0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0781+STABILITY: SURFACE MOTION
 NU0781
 NU0781  HISTORY     - Date     Condition        Report By
 NU0781  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0781  HISTORY     - 1960     GOOD             NGS
 NU0781  HISTORY     - 1983     GOOD             NGS
 NU0781
 NU0781                          STATION DESCRIPTION
 NU0781
 NU0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0781'1.5 MI NE FROM MASSACRE ROCKS.
 NU0781'1.5 MILES ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) NORTHEAST
 NU0781'FROM MASSACRE ROCKS MOTEL, 140 FEET SOUTHEAST FROM THE CENTER LINE OF
 NU0781'THE PRESENT HIGHWAY, 110 FEET SOUTH FROM MILE POST 265, 110 FEET
 NU0781'NORTHWEST FROM THE RIGHT OF WAY FENCE, SET IN A PRECAST CONCRETE POST
 NU0781'PROJECTING 4 INCHES ABOVE THE GROUND AND ABOUT 3 FEET HIGHER THAN THE
 NU0781'HIGHWAY.  NOTE-- STAMPED ON THE DATE OF RELEVELING.
 NU0781
 NU0781                          STATION RECOVERY (1983)
 NU0781
 NU0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0781'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0781'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0781'HIGHWAY 39 AT AMERICAN FALLS, THENCE 9.4 KM (5.9 MI) SOUTHWEST ALONG
 NU0781'INTERSTATE 86, AT THE SOUTHWEST END OF A HIGHWAY FILL, 0.35 KM
 NU0781'(0.2 MI) NORTHEAST OF MILEPOST 30, 42.7 METERS (140 FT) SOUTHEAST OF
 NU0781'THE PROPOSED WEST BOUND HIGHWAY CENTERLINE, 33.5 METERS (110 FT)
 NU0781'NORTHWEST OF THE RIGHT OF WAY FENCE AND 15.2 METERS (50 FT) NORTHWEST
 NU0781'OF BENCH MARK IDA 2 IDPWD.
 NU0781'THE MARK IS 15.6 METERS  NW FROM A WITNESS POST.
 NU0781'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0783 ***********************************************************************
 NU0783  DESIGNATION -  4336.5
 NU0783  PID         -  NU0783
 NU0783  STATE/COUNTY-  ID/POWER
 NU0783  USGS QUAD   -  NEELEY (1971)
 NU0783
 NU0783                         *CURRENT SURVEY CONTROL
 NU0783  ___________________________________________________________________
 NU0783* NAD 83(1986)-  42 40 58.     (N)    112 58 29.     (W)     SCALED    
 NU0783* NAVD 88     -      1322.688  (meters)    4339.52   (feet)  ADJUSTED  
 NU0783  ___________________________________________________________________
 NU0783  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 NU0783  DYNAMIC HT  -        1321.919 (meters)    4337.00  (feet)  COMP
 NU0783  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 NU0783
 NU0783  VERT ORDER  -  SECOND    CLASS 0
 NU0783
 NU0783.The horizontal coordinates were scaled from a topographic map and have
 NU0783.an estimated accuracy of +/- 6 seconds.
 NU0783
 NU0783.The orthometric height was determined by differential leveling
 NU0783.and adjusted by the National Geodetic Survey in June 1991..
 NU0783
 NU0783.The geoid height was determined by GEOID03.
 NU0783
 NU0783.The dynamic height is computed by dividing the NAVD 88
 NU0783.geopotential number by the normal gravity value computed on the
 NU0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0783.degrees latitude (g = 980.6199 gals.).
 NU0783
 NU0783.The modeled gravity was interpolated from observed gravity values.
 NU0783
 NU0783;                    North         East    Units  Estimated Accuracy
 NU0783;SPC ID E     -   113,180.      133,780.      MT  (+/- 180 meters Scaled)
 NU0783
 NU0783                          SUPERSEDED SURVEY CONTROL
 NU0783
 NU0783  NGVD 29 (??/??/92) 1321.659  (m)         4336.14   (f) ADJ UNCH    2 0
 NU0783
 NU0783.Superseded values are not recommended for survey control.
 NU0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0783.See file dsdata.txt to determine how the superseded data were derived.
 NU0783
 NU0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN382274(NAD 83)
 NU0783_MARKER: Z = SEE DESCRIPTION
 NU0783_SETTING: 0 = UNSPECIFIED SETTING
 NU0783_STAMPING: 4336.5
 NU0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0783
 NU0783  HISTORY     - Date     Condition        Report By
 NU0783  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0783  HISTORY     - 1960     GOOD             NGS
 NU0783  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0783
 NU0783                          STATION DESCRIPTION
 NU0783
 NU0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0783'0.6 MI NE FROM MASSACRE ROCKS.
 NU0783'0.6 MILE NORTHEAST ALONG THE OLD ALINEMENT OF U.S. HIGHWAY 30N WHICH
 NU0783'IS SOUTHWARD FROM THE PRESENT HIGHWAY, 50 FEET SOUTH FROM THE CENTER
 NU0783'OF THE ROAD AND AGAINST THE FENCE LINE.  NOTE-- THE DISK WAS STAMPED
 NU0783'4336.5 ON THE DATE OF RELEVELING, USING THE DESIGNATION OF THE MARK AS
 NU0783'GIVEN IN 1934.
 NU0783
 NU0783                          STATION RECOVERY (1983)
 NU0783
 NU0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0783'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1486 ***********************************************************************
 NU1486  DESIGNATION -  4336.5 RESET
 NU1486  PID         -  NU1486
 NU1486  STATE/COUNTY-  ID/POWER
 NU1486  USGS QUAD   -  NEELEY (1971)
 NU1486
 NU1486                         *CURRENT SURVEY CONTROL
 NU1486  ___________________________________________________________________
 NU1486* NAD 83(1986)-  42 40 58.     (N)    112 58 29.     (W)     SCALED    
 NU1486* NAVD 88     -      1322.254  (meters)    4338.10   (feet)  ADJUSTED  
 NU1486  ___________________________________________________________________
 NU1486  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 NU1486  DYNAMIC HT  -        1321.485 (meters)    4335.57  (feet)  COMP
 NU1486  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 NU1486
 NU1486  VERT ORDER  -  FIRST     CLASS II
 NU1486
 NU1486.The horizontal coordinates were scaled from a topographic map and have
 NU1486.an estimated accuracy of +/- 6 seconds.
 NU1486
 NU1486.The orthometric height was determined by differential leveling
 NU1486.and adjusted by the National Geodetic Survey in June 1991..
 NU1486
 NU1486.The geoid height was determined by GEOID03.
 NU1486
 NU1486.The dynamic height is computed by dividing the NAVD 88
 NU1486.geopotential number by the normal gravity value computed on the
 NU1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1486.degrees latitude (g = 980.6199 gals.).
 NU1486
 NU1486.The modeled gravity was interpolated from observed gravity values.
 NU1486
 NU1486;                    North         East    Units  Estimated Accuracy
 NU1486;SPC ID E     -   113,180.      133,780.      MT  (+/- 180 meters Scaled)
 NU1486
 NU1486                          SUPERSEDED SURVEY CONTROL
 NU1486
 NU1486.No superseded survey control is available for this station.
 NU1486
 NU1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN382274(NAD 83)
 NU1486_MARKER: DB = BENCH MARK DISK
 NU1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1486_SP_SET: CONCRETE POST
 NU1486_STAMPING: 4336.5 IDPW RESET 1982
 NU1486_MARK LOGO: NGS   
 NU1486_PROJECTION: PROJECTING 10 CENTIMETERS
 NU1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1486+STABILITY: SURFACE MOTION
 NU1486
 NU1486  HISTORY     - Date     Condition        Report By
 NU1486  HISTORY     - 1982     MONUMENTED       NGS
 NU1486  HISTORY     - 1983     GOOD             NGS
 NU1486
 NU1486                          STATION DESCRIPTION
 NU1486
 NU1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1486'15.3 KM (9.6 MI) SW FROM AMERICAN FALLS.
 NU1486'4.55 KM (2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 NU1486'OF STATE HIGHWAY 39 AT AMERICAN FALLS, THENCE 10.8 KM (6.75 MI)
 NU1486'SOUTHWEST ALONG INTERSTATE 86, ON THE NORTHWEST SLOPE OF A HILL, IN
 NU1486'LINE WITH THE POWER LINES, 121.9 METERS (400 FT) SOUTHEAST OF THE
 NU1486'PROPOSED WEST BOUND HIGHWAY CENTERLINE, 13.1 METERS (43 FT) SOUTHEAST
 NU1486'OF THE CENTER OF THE OLD HIGHWAY ROAD BED AND 0.5 METER (1.5 FT)
 NU1486'NORTHWEST OF THE RIGHT OF WAY FENCE.
 NU1486'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 NU1486'THE MARK IS 0.4 M ABOVE THE OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0534 ***********************************************************************
 RY0534  DESIGNATION -  4339
 RY0534  PID         -  RY0534
 RY0534  STATE/COUNTY-  ID/SHOSHONE
 RY0534  USGS QUAD   -  PINCHOT BUTTE (1994)
 RY0534
 RY0534                         *CURRENT SURVEY CONTROL
 RY0534  ___________________________________________________________________
 RY0534* NAD 83(1986)-  46 55 56.     (N)    115 53 49.     (W)     SCALED    
 RY0534* NAVD 88     -      1322.761  (meters)    4339.76   (feet)  ADJUSTED  
 RY0534  ___________________________________________________________________
 RY0534  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 RY0534  DYNAMIC HT  -        1322.592 (meters)    4339.20  (feet)  COMP
 RY0534  MODELED GRAV-     980,438.3   (mgal)                       NAVD 88
 RY0534
 RY0534  VERT ORDER  -  SECOND    CLASS 0
 RY0534
 RY0534.The horizontal coordinates were scaled from a topographic map and have
 RY0534.an estimated accuracy of +/- 6 seconds.
 RY0534
 RY0534.The orthometric height was determined by differential leveling
 RY0534.and adjusted by the National Geodetic Survey in June 1991..
 RY0534
 RY0534.The geoid height was determined by GEOID03.
 RY0534
 RY0534.The dynamic height is computed by dividing the NAVD 88
 RY0534.geopotential number by the normal gravity value computed on the
 RY0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0534.degrees latitude (g = 980.6199 gals.).
 RY0534
 RY0534.The modeled gravity was interpolated from observed gravity values.
 RY0534
 RY0534;                    North         East    Units  Estimated Accuracy
 RY0534;SPC ID W     -   585,070.      788,810.      MT  (+/- 180 meters Scaled)
 RY0534
 RY0534                          SUPERSEDED SURVEY CONTROL
 RY0534
 RY0534  NGVD 29 (??/??/92) 1321.620  (m)         4336.01   (f) ADJ UNCH    2 0
 RY0534
 RY0534.Superseded values are not recommended for survey control.
 RY0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0534.See file dsdata.txt to determine how the superseded data were derived.
 RY0534
 RY0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM839982(NAD 83)
 RY0534_MARKER: N = NAIL
 RY0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0534_SP_SET: TREE
 RY0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0534
 RY0534  HISTORY     - Date     Condition        Report By
 RY0534  HISTORY     - UNK      MONUMENTED       USGS
 RY0534  HISTORY     - 1959     GOOD             NGS
 RY0534
 RY0534                          STATION DESCRIPTION
 RY0534
 RY0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0534'5.3 MI N FROM BOEHLS CABIN.
 RY0534'ABOUT 5.3 MILES NORTHEAST ALONG THE OLD STOCKING MEADOWS-GOAT MOUNTAIN
 RY0534'TRAIL FROM THE STEEL BRIDGE OVER BREAKFAST CREEK NEAR BOEHLS CABIN,
 RY0534'ABOUT 0.5 MILE EAST OF STOCKING MEADOWS LOOKOUT TOWER, ABOUT 400 FEET
 RY0534'SOUTH OF THE TOWER ROAD AND ABOUT 100 FEET LOWER THAN THE ROAD, 16.8
 RY0534'FEET SOUTH OF THE SOUTHWEST CORNER OF THE OLD STOCKING MEADOWS CABIN
 RY0534'ON THE EAST EDGE OF AN ALDER GLADE, NEAR A SPRING, IN THE SOUTHEAST
 RY0534'BASE OF A 5-FOOT CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0122 ***********************************************************************
 OY0122  DESIGNATION -  434+764
 OY0122  PID         -  OY0122
 OY0122  STATE/COUNTY-  ID/JEFFERSON
 OY0122  USGS QUAD   -  MUD LAKE SE (1964)
 OY0122
 OY0122                         *CURRENT SURVEY CONTROL
 OY0122  ___________________________________________________________________
 OY0122* NAD 83(1986)-  43 50 29.     (N)    112 21 23.     (W)     SCALED    
 OY0122* NAVD 88     -      1459.309  (meters)    4787.75   (feet)  ADJUSTED  
 OY0122  ___________________________________________________________________
 OY0122  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 OY0122  DYNAMIC HT  -        1458.569 (meters)    4785.32  (feet)  COMP
 OY0122  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 OY0122
 OY0122  VERT ORDER  -  SECOND    CLASS 0
 OY0122
 OY0122.The horizontal coordinates were scaled from a topographic map and have
 OY0122.an estimated accuracy of +/- 6 seconds.
 OY0122
 OY0122.The orthometric height was determined by differential leveling
 OY0122.and adjusted by the National Geodetic Survey in June 1991..
 OY0122
 OY0122.The geoid height was determined by GEOID03.
 OY0122
 OY0122.The dynamic height is computed by dividing the NAVD 88
 OY0122.geopotential number by the normal gravity value computed on the
 OY0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0122.degrees latitude (g = 980.6199 gals.).
 OY0122
 OY0122.The modeled gravity was interpolated from observed gravity values.
 OY0122
 OY0122;                    North         East    Units  Estimated Accuracy
 OY0122;SPC ID E     -   241,590.      184,740.      MT  (+/- 180 meters Scaled)
 OY0122
 OY0122                          SUPERSEDED SURVEY CONTROL
 OY0122
 OY0122  NGVD 29 (??/??/92) 1458.207  (m)         4784.13   (f) ADJ UNCH    2 0
 OY0122
 OY0122.Superseded values are not recommended for survey control.
 OY0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0122.See file dsdata.txt to determine how the superseded data were derived.
 OY0122
 OY0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP909551(NAD 83)
 OY0122_MARKER: DD = SURVEY DISK
 OY0122_SETTING: 0 = UNSPECIFIED SETTING
 OY0122_STAMPING: 434+764
 OY0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0122
 OY0122  HISTORY     - Date     Condition        Report By
 OY0122  HISTORY     - UNK      MONUMENTED       IDPWD
 OY0122  HISTORY     - 1948     GOOD             NGS
 OY0122  HISTORY     - 19920530 MARK NOT FOUND   NGS
 OY0122
 OY0122                          STATION DESCRIPTION
 OY0122
 OY0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0122'4.6 MI E FROM TERRETON.
 OY0122'ABOUT 4.6 MILES EAST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE
 OY0122'AT TERRETON, AT A DIRT ROAD CROSSING, NORTH OF BENCH MARK A 57, NORTH
 OY0122'OF THE CENTER LINE OF THE HIGHWAY.
 OY0122
 OY0122                          STATION RECOVERY (1992)
 OY0122
 OY0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0122'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0770 ***********************************************************************
 NU0770  DESIGNATION -  4362.5
 NU0770  PID         -  NU0770
 NU0770  STATE/COUNTY-  ID/POWER
 NU0770  USGS QUAD   -  NEELEY (1971)
 NU0770
 NU0770                         *CURRENT SURVEY CONTROL
 NU0770  ___________________________________________________________________
 NU0770* NAD 83(1986)-  42 43 24.     (N)    112 54 55.     (W)     SCALED    
 NU0770* NAVD 88     -      1330.338  (meters)    4364.62   (feet)  ADJUSTED  
 NU0770  ___________________________________________________________________
 NU0770  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 NU0770  DYNAMIC HT  -        1329.572 (meters)    4362.10  (feet)  COMP
 NU0770  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 NU0770
 NU0770  VERT ORDER  -  FIRST     CLASS II
 NU0770
 NU0770.The horizontal coordinates were scaled from a topographic map and have
 NU0770.an estimated accuracy of +/- 6 seconds.
 NU0770
 NU0770.The orthometric height was determined by differential leveling
 NU0770.and adjusted by the National Geodetic Survey in June 1991..
 NU0770
 NU0770.The geoid height was determined by GEOID03.
 NU0770
 NU0770.The dynamic height is computed by dividing the NAVD 88
 NU0770.geopotential number by the normal gravity value computed on the
 NU0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0770.degrees latitude (g = 980.6199 gals.).
 NU0770
 NU0770.The modeled gravity was interpolated from observed gravity values.
 NU0770
 NU0770;                    North         East    Units  Estimated Accuracy
 NU0770;SPC ID E     -   117,640.      138,690.      MT  (+/- 180 meters Scaled)
 NU0770
 NU0770                          SUPERSEDED SURVEY CONTROL
 NU0770
 NU0770  NGVD 29 (??/??/92) 1329.311  (m)         4361.25   (f) ADJ UNCH    1 2
 NU0770
 NU0770.Superseded values are not recommended for survey control.
 NU0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0770.See file dsdata.txt to determine how the superseded data were derived.
 NU0770
 NU0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN431318(NAD 83)
 NU0770_MARKER: DB = BENCH MARK DISK
 NU0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0770_STAMPING: 4362.5
 NU0770_MARK LOGO: IDPWD 
 NU0770_PROJECTION: PROJECTING 10 CENTIMETERS
 NU0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0770+STABILITY: SURFACE MOTION
 NU0770
 NU0770  HISTORY     - Date     Condition        Report By
 NU0770  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0770  HISTORY     - 1960     GOOD             NGS
 NU0770  HISTORY     - 1983     GOOD             NGS
 NU0770
 NU0770                          STATION DESCRIPTION
 NU0770
 NU0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0770'5.2 MI SW FROM AMERICAN FALLS.
 NU0770'ABOUT 5.2 MILES SOUTHEAST ALONG THE OLD ROUTING OF US HIGHWAY 30N FROM
 NU0770'THE POST OFFICE AT AMERICAN FALLS, AT A T INTERSECTION WITH THE SIDE
 NU0770'ROAD LEADING TO THE NEELY SETTLEMENT, ABOUT 50 FEET NORTH FROM THE
 NU0770'CENTER LINE OF THE OLD HIGHWAY, 40 FEET EAST FROM THE CENTER OF THE
 NU0770'NORTH-SOUTH ROAD, ABOUT 16 FEET NORTH FROM THE FENCE CORNER POST.
 NU0770'NOTE-- DURING THE LEVELING OF MAY 1960, THE MARK WAS STAMPED 4362.6,
 NU0770'AN ELEVATION AS DETERMINED BY THE U.S. GEOLOGICAL SURVEY.
 NU0770
 NU0770                          STATION RECOVERY (1983)
 NU0770
 NU0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0770'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0770'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0770'HIGHWAY 39 AT AMERICAN FALLS, THENCE 4.2 KM (2.6 MI) SOUTHWEST ALONG
 NU0770'OLD U.S. HIGHWAY 30, IN THE NORTHEAST CORNER OF THE Y JUNCTION OF A
 NU0770'DIRT ROAD, 15.9 METERS (52.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 NU0770'12.8 METERS (42 FT) EAST OF THE CENTER OF THE ROAD, 7.3 METERS (24 FT)
 NU0770'NORTH OF A FENCE CORNER POST, 5.2 METERS (17 FT) SOUTH OF A POWER POLE
 NU0770'AND 0.5 METER (1.5 FT) EAST OF A FENCE.
 NU0770'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 NU0770'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0341 ***********************************************************************
 OZ0341  DESIGNATION -  4382
 OZ0341  PID         -  OZ0341
 OZ0341  STATE/COUNTY-  ID/ELMORE
 OZ0341  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0341
 OZ0341                         *CURRENT SURVEY CONTROL
 OZ0341  ___________________________________________________________________
 OZ0341* NAD 83(1986)-  43 49 09.     (N)    115 21 26.     (W)     SCALED    
 OZ0341* NAVD 88     -      1336.870  (meters)    4386.05   (feet)  ADJUSTED  
 OZ0341  ___________________________________________________________________
 OZ0341  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 OZ0341  DYNAMIC HT  -        1336.173 (meters)    4383.76  (feet)  COMP
 OZ0341  MODELED GRAV-     980,051.5   (mgal)                       NAVD 88
 OZ0341
 OZ0341  VERT ORDER  -  SECOND    CLASS 0
 OZ0341
 OZ0341.The horizontal coordinates were scaled from a topographic map and have
 OZ0341.an estimated accuracy of +/- 6 seconds.
 OZ0341
 OZ0341.The orthometric height was determined by differential leveling
 OZ0341.and adjusted by the National Geodetic Survey in June 1991..
 OZ0341
 OZ0341.The geoid height was determined by GEOID03.
 OZ0341
 OZ0341.The dynamic height is computed by dividing the NAVD 88
 OZ0341.geopotential number by the normal gravity value computed on the
 OZ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0341.degrees latitude (g = 980.6199 gals.).
 OZ0341
 OZ0341.The modeled gravity was interpolated from observed gravity values.
 OZ0341
 OZ0341;                    North         East    Units  Estimated Accuracy
 OZ0341;SPC ID W     -   239,180.      831,600.      MT  (+/- 180 meters Scaled)
 OZ0341
 OZ0341                          SUPERSEDED SURVEY CONTROL
 OZ0341
 OZ0341  NGVD 29 (??/??/92) 1335.716  (m)         4382.26   (f) ADJ UNCH    2 0
 OZ0341
 OZ0341.Superseded values are not recommended for survey control.
 OZ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0341.See file dsdata.txt to determine how the superseded data were derived.
 OZ0341
 OZ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ321531(NAD 83)
 OZ0341_MARKER: Q = CHISELED SQUARE
 OZ0341_SETTING: 80 = SET IN A BOULDER
 OZ0341_SP_SET: BOULDER
 OZ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0341+STABILITY: SURFACE MOTION
 OZ0341
 OZ0341  HISTORY     - Date     Condition        Report By
 OZ0341  HISTORY     - UNK      MONUMENTED       USGS
 OZ0341  HISTORY     - 1950     GOOD             NGS
 OZ0341  HISTORY     - 1951     GOOD             NGS
 OZ0341
 OZ0341                          STATION DESCRIPTION
 OZ0341
 OZ0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0341'15.2 MI W FROM ATLANTA.
 OZ0341'15.2 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0341'OFFICE AT ATLANTA, 0.7 MILE NORTHEAST OF THE DUTCH CREEK GUARD
 OZ0341'STATION, IN A TRIANGLE FORMED BY THE JUNCTION OF A FOREST SERVICE ROAD
 OZ0341'LEADING NORTH TO DEER PARK GUARD STATION, 178.2 FEET NORTHWEST OF AND
 OZ0341'ACROSS THE ROAD FROM BENCH MARK 92 E (USGS), 88 1/2 FEET NORTH OF THE
 OZ0341'CENTER LINE OF THE SOUTH LEG OF THE TRIANGLE, 42 FEET SOUTHWEST OF THE
 OZ0341'CENTER LINE OF THE NORTHEAST LEG OF THE TRIANGLE, ON THE TOP OF A
 OZ0341'SMALL UNEMBEDDED BOULDER, AND ABOUT 10 FEET HIGHER THAN THE ROAD.
 OZ0341
 OZ0341                          STATION RECOVERY (1951)
 OZ0341
 OZ0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0359 ***********************************************************************
 OZ0359  DESIGNATION -  44 E
 OZ0359  PID         -  OZ0359
 OZ0359  STATE/COUNTY-  ID/ELMORE
 OZ0359  USGS QUAD   -  ATLANTA WEST (1972)
 OZ0359
 OZ0359                         *CURRENT SURVEY CONTROL
 OZ0359  ___________________________________________________________________
 OZ0359* NAD 83(1986)-  43 48 01.     (N)    115 09 33.     (W)     SCALED    
 OZ0359* NAVD 88     -      1583.245  (meters)    5194.36   (feet)  ADJUSTED  
 OZ0359  ___________________________________________________________________
 OZ0359  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 OZ0359  DYNAMIC HT  -        1582.312 (meters)    5191.30  (feet)  COMP
 OZ0359  MODELED GRAV-     979,974.8   (mgal)                       NAVD 88
 OZ0359
 OZ0359  VERT ORDER  -  SECOND    CLASS 0
 OZ0359
 OZ0359.The horizontal coordinates were scaled from a topographic map and have
 OZ0359.an estimated accuracy of +/- 6 seconds.
 OZ0359
 OZ0359.The orthometric height was determined by differential leveling
 OZ0359.and adjusted by the National Geodetic Survey in June 1991..
 OZ0359
 OZ0359.The geoid height was determined by GEOID03.
 OZ0359
 OZ0359.The dynamic height is computed by dividing the NAVD 88
 OZ0359.geopotential number by the normal gravity value computed on the
 OZ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0359.degrees latitude (g = 980.6199 gals.).
 OZ0359
 OZ0359.The modeled gravity was interpolated from observed gravity values.
 OZ0359
 OZ0359;                    North         East    Units  Estimated Accuracy
 OZ0359;SPC ID W     -   237,170.      847,540.      MT  (+/- 180 meters Scaled)
 OZ0359
 OZ0359                          SUPERSEDED SURVEY CONTROL
 OZ0359
 OZ0359  NGVD 29 (??/??/92) 1582.000  (m)         5190.28   (f) ADJ UNCH    2 0
 OZ0359
 OZ0359.Superseded values are not recommended for survey control.
 OZ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0359.See file dsdata.txt to determine how the superseded data were derived.
 OZ0359
 OZ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ480513(NAD 83)
 OZ0359_MARKER: DD = SURVEY DISK
 OZ0359_SETTING: 80 = SET IN A BOULDER
 OZ0359_SP_SET: BOULDER
 OZ0359_STAMPING: 4 E 36
 OZ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0359+STABILITY: SURFACE MOTION
 OZ0359
 OZ0359  HISTORY     - Date     Condition        Report By
 OZ0359  HISTORY     - UNK      MONUMENTED       USGS
 OZ0359  HISTORY     - 1950     GOOD             NGS
 OZ0359  HISTORY     - 1951     GOOD             NGS
 OZ0359
 OZ0359                          STATION DESCRIPTION
 OZ0359
 OZ0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0359'1.9 MI W FROM ATLANTA.
 OZ0359'1.9 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0359'OFFICE AT ATLANTA, 0.25 MILE SOUTH OF A WOODEN BRIDGE OVER THE MIDDLE
 OZ0359'FORK BOISE RIVER, ABOUT 100 YARDS NORTHWEST OF THE WEST END OF A
 OZ0359'WOODEN BRIDGE OVER THE YUBA RIVER, 38 FEET SOUTHEAST OF THE CENTER OF
 OZ0359'THE JUNCTION OF A DIRT ROAD LEADING TO ROCKY BAR, 25 FEET EAST OF AND
 OZ0359'ACROSS THE ROAD FROM A 12-INCH TRIANGULAR-BLAZED PINE TREE, 9 FEET
 OZ0359'EAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A BOULDER WHICH
 OZ0359'PROJECTS 1.5 FEET ABOVE THE GROUND, AND MARKED BY THE WHITE PAINTED
 OZ0359'LETTERS BM.
 OZ0359
 OZ0359                          STATION RECOVERY (1951)
 OZ0359
 OZ0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0514 ***********************************************************************
 NW0514  DESIGNATION -  44 EMH
 NW0514  PID         -  NW0514
 NW0514  STATE/COUNTY-  ID/OWYHEE
 NW0514  USGS QUAD   -  TURNER TABLE (1972)
 NW0514
 NW0514                         *CURRENT SURVEY CONTROL
 NW0514  ___________________________________________________________________
 NW0514* NAD 83(1986)-  42 27 18.     (N)    116 11 08.     (W)     SCALED    
 NW0514* NAVD 88     -      1773.385  (meters)    5818.18   (feet)  POSTED    
 NW0514  ___________________________________________________________________
 NW0514  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 NW0514  DYNAMIC HT  -        1772.180 (meters)    5814.23  (feet)  COMP
 NW0514  MODELED GRAV-     979,875.8   (mgal)                       NAVD 88
 NW0514
 NW0514  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0514
 NW0514.The horizontal coordinates were scaled from a topographic map and have
 NW0514.an estimated accuracy of +/- 6 seconds.
 NW0514
 NW0514.The orthometric height was determined by differential leveling
 NW0514.and adjusted by the National Geodetic Survey in 1992..
 NW0514.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0514.rate of 0.0 thru 1.0 mm/km.
 NW0514
 NW0514.The geoid height was determined by GEOID03.
 NW0514
 NW0514.The dynamic height is computed by dividing the NAVD 88
 NW0514.geopotential number by the normal gravity value computed on the
 NW0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0514.degrees latitude (g = 980.6199 gals.).
 NW0514
 NW0514.The modeled gravity was interpolated from observed gravity values.
 NW0514
 NW0514;                    North         East    Units  Estimated Accuracy
 NW0514;SPC ID W     -    87,650.      764,170.      MT  (+/- 180 meters Scaled)
 NW0514
 NW0514                          SUPERSEDED SURVEY CONTROL
 NW0514
 NW0514.No superseded survey control is available for this station.
 NW0514
 NW0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH669006(NAD 83)
 NW0514_MARKER: DD = SURVEY DISK
 NW0514_SETTING: 66 = SET IN ROCK OUTCROP
 NW0514_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0514_STAMPING: 44 EMH 1972 5814
 NW0514_MARK LOGO: USGS  
 NW0514_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0514+STABILITY: POSITION/ELEVATION WELL
 NW0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0514+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0514
 NW0514  HISTORY     - Date     Condition        Report By
 NW0514  HISTORY     - 1972     MONUMENTED       USGS
 NW0514
 NW0514                          STATION DESCRIPTION
 NW0514
 NW0514'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0514'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0514'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0514'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0514'TRACK ROAD, THENCE 15.2 MILES SOUTHEAST ALONG TRACK ROAD, THENCE 6.8
 NW0514'MILES EAST ALONG TRACK ROAD, 8.7 MILES EAST OF UPPER BATTLE CREEK
 NW0514'CROSSING, NEAR THE BEGINNING OF A LONG CURVE LEFT, 53 FEET SOUTHWEST
 NW0514'AND ABOUT 4 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, SET IN A ROCK
 NW0514'OUTCROP PROJECTING 2.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1442 ***********************************************************************
 OH1442  DESIGNATION -  44 FMK
 OH1442  PID         -  OH1442
 OH1442  STATE/COUNTY-  ID/OWYHEE
 OH1442  USGS QUAD   -  OREANA (1992)
 OH1442
 OH1442                         *CURRENT SURVEY CONTROL
 OH1442  ___________________________________________________________________
 OH1442* NAD 83(1986)-  43 01 32.     (N)    116 26 32.     (W)     SCALED    
 OH1442* NAVD 88     -       925.769  (meters)    3037.29   (feet)  POSTED    
 OH1442  ___________________________________________________________________
 OH1442  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 OH1442  DYNAMIC HT  -         925.330 (meters)    3035.85  (feet)  COMP
 OH1442  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 OH1442
 OH1442  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OH1442
 OH1442.The horizontal coordinates were scaled from a topographic map and have
 OH1442.an estimated accuracy of +/- 6 seconds.
 OH1442
 OH1442.The orthometric height was determined by differential leveling
 OH1442.and adjusted by the National Geodetic Survey in 1992..
 OH1442.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OH1442.rate of 1.1 thru 2.0 mm/km.
 OH1442
 OH1442.The geoid height was determined by GEOID03.
 OH1442
 OH1442.The dynamic height is computed by dividing the NAVD 88
 OH1442.geopotential number by the normal gravity value computed on the
 OH1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1442.degrees latitude (g = 980.6199 gals.).
 OH1442
 OH1442.The modeled gravity was interpolated from observed gravity values.
 OH1442
 OH1442;                    North         East    Units  Estimated Accuracy
 OH1442;SPC ID W     -   151,170.      743,580.      MT  (+/- 180 meters Scaled)
 OH1442
 OH1442                          SUPERSEDED SURVEY CONTROL
 OH1442
 OH1442  NGVD 29 (??/??/92)  924.79   (m)         3034.1    (f) COMPUTED    2 0
 OH1442
 OH1442.Superseded values are not recommended for survey control.
 OH1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1442.See file dsdata.txt to determine how the superseded data were derived.
 OH1442
 OH1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH454638(NAD 83)
 OH1442_MARKER: DD = SURVEY DISK
 OH1442_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OH1442_SP_SET: PREFAB CONC. POST IN EARTH
 OH1442_STAMPING: 44 FMK 1964
 OH1442_MARK LOGO: USGS  
 OH1442_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OH1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1442+SATELLITE: SATELLITE OBSERVATIONS - 1964
 OH1442
 OH1442  HISTORY     - Date     Condition        Report By
 OH1442  HISTORY     - 1964     MONUMENTED       USGS
 OH1442
 OH1442                          STATION DESCRIPTION
 OH1442
 OH1442'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 OH1442'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 OH1442'COUNTY ROAD, THENCE 2.8 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 OH1442'ROAD, 61 FEET SOUTH AND 30 FEET EAST OF A Y-ROAD FORK, 1 FOOT WEST OF
 OH1442'A WITNESS POST, 2 FEET ABOVE ROAD AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0571 ***********************************************************************
 NW0571  DESIGNATION -  44 MDC
 NW0571  PID         -  NW0571
 NW0571  STATE/COUNTY-  ID/OWYHEE
 NW0571  USGS QUAD   -  WAGON BOX BASIN (1973)
 NW0571
 NW0571                         *CURRENT SURVEY CONTROL
 NW0571  ___________________________________________________________________
 NW0571* NAD 83(1986)-  42 36 21.     (N)    116 32 37.     (W)     SCALED    
 NW0571* NAVD 88     -      1767.845  (meters)    5800.00   (feet)  POSTED    
 NW0571  ___________________________________________________________________
 NW0571  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 NW0571  DYNAMIC HT  -        1766.660 (meters)    5796.12  (feet)  COMP
 NW0571  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 NW0571
 NW0571  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0571
 NW0571.The horizontal coordinates were scaled from a topographic map and have
 NW0571.an estimated accuracy of +/- 6 seconds.
 NW0571
 NW0571.The orthometric height was determined by differential leveling
 NW0571.and adjusted by the National Geodetic Survey in 1992..
 NW0571.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0571.rate of 0.0 thru 1.0 mm/km.
 NW0571
 NW0571.The geoid height was determined by GEOID03.
 NW0571
 NW0571.The dynamic height is computed by dividing the NAVD 88
 NW0571.geopotential number by the normal gravity value computed on the
 NW0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0571.degrees latitude (g = 980.6199 gals.).
 NW0571
 NW0571.The modeled gravity was interpolated from observed gravity values.
 NW0571
 NW0571;                    North         East    Units  Estimated Accuracy
 NW0571;SPC ID W     -   104,620.      734,880.      MT  (+/- 180 meters Scaled)
 NW0571
 NW0571                          SUPERSEDED SURVEY CONTROL
 NW0571
 NW0571.No superseded survey control is available for this station.
 NW0571
 NW0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH374171(NAD 83)
 NW0571_MARKER: DD = SURVEY DISK
 NW0571_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0571_SP_SET: COPPER-CLAD STEEL ROD
 NW0571_STAMPING: 44 MDC 1973 5796
 NW0571_MARK LOGO: USGS  
 NW0571_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0571+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0571
 NW0571  HISTORY     - Date     Condition        Report By
 NW0571  HISTORY     - 1972     MONUMENTED       USGS
 NW0571
 NW0571                          STATION DESCRIPTION
 NW0571
 NW0571'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0571'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0571'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0571'6.0 MILES NORTH ALONG MUD FLAT ROAD, 0.5 MILES EAST OF MUD FLAT
 NW0571'RESOURCE AREA FIELD STATION, AT A SMALL GRAVEL PIT, 103 FEET WEST OF A
 NW0571'TREE ON THE SOUTHWEST CORNER OF THE GRAVEL PIT, 52 FEET NORTH OF THE
 NW0571'CENTERLINE OF THE ROAD, 3 FEET NORTHEAST OF A GREEN STEEL POST, 3 FEET
 NW0571'HIGHER THAN THE ROAD BED, SET ON A 5/8-INCH COPPER-COATED ROD ENCASED
 NW0571'IN A 6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0468 ***********************************************************************
 OZ0468  DESIGNATION -  4408.85
 OZ0468  PID         -  OZ0468
 OZ0468  STATE/COUNTY-  ID/ELMORE
 OZ0468  USGS QUAD   -  PINE (1973)
 OZ0468
 OZ0468                         *CURRENT SURVEY CONTROL
 OZ0468  ___________________________________________________________________
 OZ0468* NAD 83(1986)-  43 26 03.     (N)    115 19 17.     (W)     SCALED    
 OZ0468* NAVD 88     -      1344.842  (meters)    4412.20   (feet)  ADJUSTED  
 OZ0468  ___________________________________________________________________
 OZ0468  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 OZ0468  DYNAMIC HT  -        1344.121 (meters)    4409.84  (feet)  COMP
 OZ0468  MODELED GRAV-     980,036.9   (mgal)                       NAVD 88
 OZ0468
 OZ0468  VERT ORDER  -  SECOND    CLASS 0
 OZ0468
 OZ0468.The horizontal coordinates were scaled from a topographic map and have
 OZ0468.an estimated accuracy of +/- 6 seconds.
 OZ0468
 OZ0468.The orthometric height was determined by differential leveling
 OZ0468.and adjusted by the National Geodetic Survey in June 1991..
 OZ0468
 OZ0468.The geoid height was determined by GEOID03.
 OZ0468
 OZ0468.The dynamic height is computed by dividing the NAVD 88
 OZ0468.geopotential number by the normal gravity value computed on the
 OZ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0468.degrees latitude (g = 980.6199 gals.).
 OZ0468
 OZ0468.The modeled gravity was interpolated from observed gravity values.
 OZ0468
 OZ0468;                    North         East    Units  Estimated Accuracy
 OZ0468;SPC ID W     -   196,420.      834,700.      MT  (+/- 180 meters Scaled)
 OZ0468
 OZ0468                          SUPERSEDED SURVEY CONTROL
 OZ0468
 OZ0468  NGVD 29 (??/??/92) 1343.773  (m)         4408.70   (f) ADJ UNCH    2 0
 OZ0468
 OZ0468.Superseded values are not recommended for survey control.
 OZ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0468.See file dsdata.txt to determine how the superseded data were derived.
 OZ0468
 OZ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ358103(NAD 83)
 OZ0468_MARKER: Q = CHISELED SQUARE
 OZ0468_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0468_SP_SET: STONE
 OZ0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0468+STABILITY: POSITION/ELEVATION WELL
 OZ0468
 OZ0468  HISTORY     - Date     Condition        Report By
 OZ0468  HISTORY     - UNK      MONUMENTED       USGS
 OZ0468  HISTORY     - 1950     GOOD             NGS
 OZ0468  HISTORY     - 1973     MARK NOT FOUND   USGS
 OZ0468
 OZ0468                          STATION DESCRIPTION
 OZ0468
 OZ0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0468'4.1 MI S FROM PINE.
 OZ0468'4.1 MILES SOUTH ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0468'PINE, 87 FEET SOUTHEAST OF A TELEPHONE POLE, 84 FEET NORTHEAST OF B.M.
 OZ0468'B 162, 28 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 21 1/2 FEET
 OZ0468'EAST OF THE APPROXIMATE CENTER OF SLOANS GULCH, ON TOP OF A SMALL
 OZ0468'STONE, AND ABOUT 4 FEET LOWER THAN THE ROAD.
 OZ0468
 OZ0468                          STATION RECOVERY (1973)
 OZ0468
 OZ0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0422 ***********************************************************************
 OY0422  DESIGNATION -  441+08
 OY0422  PID         -  OY0422
 OY0422  STATE/COUNTY-  ID/BINGHAM
 OY0422  USGS QUAD   -  PINGREE (1979)
 OY0422
 OY0422                         *CURRENT SURVEY CONTROL
 OY0422  ___________________________________________________________________
 OY0422* NAD 83(1986)-  43 07 06.     (N)    112 35 44.     (W)     SCALED    
 OY0422* NAVD 88     -      1357.564  (meters)    4453.94   (feet)  ADJUSTED  
 OY0422  ___________________________________________________________________
 OY0422  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 OY0422  DYNAMIC HT  -        1356.839 (meters)    4451.56  (feet)  COMP
 OY0422  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 OY0422
 OY0422  VERT ORDER  -  SECOND    CLASS 0
 OY0422
 OY0422.The horizontal coordinates were scaled from a topographic map and have
 OY0422.an estimated accuracy of +/- 6 seconds.
 OY0422
 OY0422.The orthometric height was determined by differential leveling
 OY0422.and adjusted by the National Geodetic Survey in June 1991..
 OY0422
 OY0422.The geoid height was determined by GEOID03.
 OY0422
 OY0422.The dynamic height is computed by dividing the NAVD 88
 OY0422.geopotential number by the normal gravity value computed on the
 OY0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0422.degrees latitude (g = 980.6199 gals.).
 OY0422
 OY0422.The modeled gravity was interpolated from observed gravity values.
 OY0422
 OY0422;                    North         East    Units  Estimated Accuracy
 OY0422;SPC ID E     -   161,330.      165,100.      MT  (+/- 180 meters Scaled)
 OY0422
 OY0422                          SUPERSEDED SURVEY CONTROL
 OY0422
 OY0422  NGVD 29 (??/??/92) 1356.548  (m)         4450.61   (f) ADJ UNCH    2 0
 OY0422
 OY0422.Superseded values are not recommended for survey control.
 OY0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0422.See file dsdata.txt to determine how the superseded data were derived.
 OY0422
 OY0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN701751(NAD 83)
 OY0422_MARKER: DD = SURVEY DISK
 OY0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0422_STAMPING: P.T. STA. 441+08.5
 OY0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0422+STABILITY: SURFACE MOTION
 OY0422
 OY0422  HISTORY     - Date     Condition        Report By
 OY0422  HISTORY     - UNK      MONUMENTED       IDDT
 OY0422  HISTORY     - 1958     GOOD             NGS
 OY0422
 OY0422                          STATION DESCRIPTION
 OY0422
 OY0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0422'0.2 MI NE FROM PINGREE.
 OY0422'0.2 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0422'AT PINGREE, BETWEEN THE TRACK AND STATE HIGHWAY 39, ACROSS THE TRACK
 OY0422'FROM MILEPOLE 10, 47.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 114 1/2
 OY0422'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17.2 FEET NORTHEAST
 OY0422'OF A WITNESS POST, LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 OY0422'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0421 ***********************************************************************
 OY0421  DESIGNATION -  441+17
 OY0421  PID         -  OY0421
 OY0421  STATE/COUNTY-  ID/BINGHAM
 OY0421  USGS QUAD   -  PINGREE (1979)
 OY0421
 OY0421                         *CURRENT SURVEY CONTROL
 OY0421  ___________________________________________________________________
 OY0421* NAD 83(1986)-  43 07 06.     (N)    112 35 44.     (W)     SCALED    
 OY0421* NAVD 88     -      1357.543  (meters)    4453.87   (feet)  ADJUSTED  
 OY0421  ___________________________________________________________________
 OY0421  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 OY0421  DYNAMIC HT  -        1356.817 (meters)    4451.49  (feet)  COMP
 OY0421  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 OY0421
 OY0421  VERT ORDER  -  SECOND    CLASS 0
 OY0421
 OY0421.The horizontal coordinates were scaled from a topographic map and have
 OY0421.an estimated accuracy of +/- 6 seconds.
 OY0421
 OY0421.The orthometric height was determined by differential leveling
 OY0421.and adjusted by the National Geodetic Survey in June 1991..
 OY0421
 OY0421.The geoid height was determined by GEOID03.
 OY0421
 OY0421.The dynamic height is computed by dividing the NAVD 88
 OY0421.geopotential number by the normal gravity value computed on the
 OY0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0421.degrees latitude (g = 980.6199 gals.).
 OY0421
 OY0421.The modeled gravity was interpolated from observed gravity values.
 OY0421
 OY0421;                    North         East    Units  Estimated Accuracy
 OY0421;SPC ID E     -   161,330.      165,100.      MT  (+/- 180 meters Scaled)
 OY0421
 OY0421                          SUPERSEDED SURVEY CONTROL
 OY0421
 OY0421  NGVD 29 (??/??/92) 1356.526  (m)         4450.54   (f) ADJ UNCH    2 0
 OY0421
 OY0421.Superseded values are not recommended for survey control.
 OY0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0421.See file dsdata.txt to determine how the superseded data were derived.
 OY0421
 OY0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN701751(NAD 83)
 OY0421_MARKER: DD = SURVEY DISK
 OY0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0421_STAMPING: STA. 441+17.6
 OY0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0421+STABILITY: SURFACE MOTION
 OY0421
 OY0421  HISTORY     - Date     Condition        Report By
 OY0421  HISTORY     - UNK      MONUMENTED       IDDT
 OY0421  HISTORY     - 1958     GOOD             NGS
 OY0421
 OY0421                          STATION DESCRIPTION
 OY0421
 OY0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0421'0.2 MI NE FROM PINGREE.
 OY0421'0.2 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0421'AT PINGREE, BETWEEN THE TRACK AND STATE HIGHWAY 39, ACROSS THE TRACK
 OY0421'FROM MILEPOLE 10, 47.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 114 1/2
 OY0421'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17.6 FEET SOUTHWEST
 OY0421'OF A WITNESS POST, LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 OY0421'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0140 ***********************************************************************
 OZ0140  DESIGNATION -  4421.81
 OZ0140  PID         -  OZ0140
 OZ0140  STATE/COUNTY-  ID/GOODING
 OZ0140  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0140
 OZ0140                         *CURRENT SURVEY CONTROL
 OZ0140  ___________________________________________________________________
 OZ0140* NAD 83(1986)-  43 06 09.     (N)    114 40 21.     (W)     SCALED    
 OZ0140* NAVD 88     -      1347.714  (meters)    4421.62   (feet)  ADJUSTED  
 OZ0140  ___________________________________________________________________
 OZ0140  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OZ0140  DYNAMIC HT  -        1346.980 (meters)    4419.22  (feet)  COMP
 OZ0140  MODELED GRAV-     980,028.3   (mgal)                       NAVD 88
 OZ0140
 OZ0140  VERT ORDER  -  SECOND    CLASS 0
 OZ0140
 OZ0140.The horizontal coordinates were scaled from a topographic map and have
 OZ0140.an estimated accuracy of +/- 6 seconds.
 OZ0140
 OZ0140.The orthometric height was determined by differential leveling
 OZ0140.and adjusted by the National Geodetic Survey in June 1991..
 OZ0140
 OZ0140.The geoid height was determined by GEOID03.
 OZ0140
 OZ0140.The dynamic height is computed by dividing the NAVD 88
 OZ0140.geopotential number by the normal gravity value computed on the
 OZ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0140.degrees latitude (g = 980.6199 gals.).
 OZ0140
 OZ0140.The modeled gravity was interpolated from observed gravity values.
 OZ0140
 OZ0140;                    North         East    Units  Estimated Accuracy
 OZ0140;SPC ID C     -   159,710.      445,260.      MT  (+/- 180 meters Scaled)
 OZ0140
 OZ0140                          SUPERSEDED SURVEY CONTROL
 OZ0140
 OZ0140  NGVD 29 (??/??/92) 1346.749  (m)         4418.46   (f) ADJ UNCH    2 0
 OZ0140
 OZ0140.Superseded values are not recommended for survey control.
 OZ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0140.See file dsdata.txt to determine how the superseded data were derived.
 OZ0140
 OZ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH893748(NAD 83)
 OZ0140_MARKER: DD = SURVEY DISK
 OZ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0140_STAMPING: 648+00 4421.81
 OZ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0140+STABILITY: SURFACE MOTION
 OZ0140
 OZ0140  HISTORY     - Date     Condition        Report By
 OZ0140  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0140  HISTORY     - 1950     GOOD             NGS
 OZ0140  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0140
 OZ0140                          STATION DESCRIPTION
 OZ0140
 OZ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0140'12.4 MI N FROM GOODING.
 OZ0140'12.4 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0140'GOODING, 0.3 MILE SOUTH OF THE JUNCTION OF A TRACK ROAD LEADING
 OZ0140'NORTHWEST, AT THE WEST EDGE OF A FIRE DITCH, 51 FEET EAST OF THE
 OZ0140'CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND
 OZ0140'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 OZ0140'GROUND.
 OZ0140
 OZ0140                          STATION RECOVERY (1957)
 OZ0140
 OZ0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1582 ***********************************************************************
 SV1582  DESIGNATION -  4440 BM
 SV1582  PID         -  SV1582
 SV1582  STATE/COUNTY-  ID/KOOTENAI
 SV1582  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV1582
 SV1582                         *CURRENT SURVEY CONTROL
 SV1582  ___________________________________________________________________
 SV1582* NAD 83(1992)-  47 34 52.42825(N)    116 41 21.16692(W)     ADJUSTED  
 SV1582* NAVD 88     -      1354.     (meters)    4442.     (feet)  SCALED    
 SV1582  ___________________________________________________________________
 SV1582  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 SV1582  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 SV1582
 SV1582  HORZ ORDER  -  SECOND
 SV1582
 SV1582.The horizontal coordinates were established by classical geodetic methods
 SV1582.and adjusted by the National Geodetic Survey in July 1992..
 SV1582.No horizontal observational check was made to the station.
 SV1582
 SV1582.The orthometric height was scaled from a topographic map.
 SV1582
 SV1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1582
 SV1582.The geoid height was determined by GEOID03.
 SV1582
 SV1582;                    North         East     Units Scale Factor Converg.
 SV1582;SPC ID W     -   657,636.289   729,350.551   MT  0.99999465   -0 41 36.2
 SV1582;UTM  11      - 5,269,804.184   523,370.296   MT  0.99960671   +0 13 46.0
 SV1582
 SV1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1582!SPC ID W     -   0.99979051  x   0.99999465  =   0.99978516
 SV1582!UTM  11      -   0.99979051  x   0.99960671  =   0.99939730
 SV1582
 SV1582                          SUPERSEDED SURVEY CONTROL
 SV1582
 SV1582  NAD 83(1986)-  47 34 52.43174(N)    116 41 21.15818(W) AD(       ) 2
 SV1582  NAD 27      -  47 34 52.76134(N)    116 41 17.50709(W) AD(       ) 2
 SV1582
 SV1582.Superseded values are not recommended for survey control.
 SV1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1582.See file dsdata.txt to determine how the superseded data were derived.
 SV1582
 SV1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2337069804(NAD 83)
 SV1582
 SV1582  HISTORY     - Date     Condition        Report By
 SV1582  HISTORY     - 1940     MONUMENTED       CGS
 SV1582
 SV1582                          STATION DESCRIPTION
 SV1582
 SV1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SV1582'SEE STATION COEUR D ALENE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0552 ***********************************************************************
 RY0552  DESIGNATION -  4443.2
 RY0552  PID         -  RY0552
 RY0552  STATE/COUNTY-  ID/SHOSHONE
 RY0552  USGS QUAD   -  LITTLE GOAT MOUNTAINS (1994)
 RY0552
 RY0552                         *CURRENT SURVEY CONTROL
 RY0552  ___________________________________________________________________
 RY0552* NAD 83(1986)-  46 58 47.     (N)    115 51 27.     (W)     SCALED    
 RY0552* NAVD 88     -      1354.569  (meters)    4444.12   (feet)  ADJUSTED  
 RY0552  ___________________________________________________________________
 RY0552  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 RY0552  DYNAMIC HT  -        1354.238 (meters)    4443.03  (feet)  COMP
 RY0552  MODELED GRAV-     980,322.4   (mgal)                       NAVD 88
 RY0552
 RY0552  VERT ORDER  -  SECOND    CLASS 0
 RY0552
 RY0552.The horizontal coordinates were scaled from a topographic map and have
 RY0552.an estimated accuracy of +/- 6 seconds.
 RY0552
 RY0552.The orthometric height was determined by differential leveling
 RY0552.and adjusted by the National Geodetic Survey in June 1991..
 RY0552
 RY0552.The geoid height was determined by GEOID03.
 RY0552
 RY0552.The dynamic height is computed by dividing the NAVD 88
 RY0552.geopotential number by the normal gravity value computed on the
 RY0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0552.degrees latitude (g = 980.6199 gals.).
 RY0552
 RY0552.The modeled gravity was interpolated from observed gravity values.
 RY0552
 RY0552;                    North         East    Units  Estimated Accuracy
 RY0552;SPC ID W     -   590,350.      791,820.      MT  (+/- 180 meters Scaled)
 RY0552
 RY0552                          SUPERSEDED SURVEY CONTROL
 RY0552
 RY0552  NGVD 29 (??/??/92) 1353.278  (m)         4439.88   (f) ADJ UNCH    2 0
 RY0552
 RY0552.Superseded values are not recommended for survey control.
 RY0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0552.See file dsdata.txt to determine how the superseded data were derived.
 RY0552
 RY0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN868035(NAD 83)
 RY0552_MARKER: N = NAIL
 RY0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0552_SP_SET: TREE
 RY0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0552
 RY0552  HISTORY     - Date     Condition        Report By
 RY0552  HISTORY     - UNK      MONUMENTED       USGS
 RY0552  HISTORY     - 1936     GOOD             NGS
 RY0552
 RY0552                          STATION DESCRIPTION
 RY0552
 RY0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RY0552'29.2 MI S FROM AVERY.
 RY0552'ABOUT 29.2 MILES SOUTH ALONG THE JUG CAMP ROAD AND THE STOCKING
 RY0552'MEADOWS-GOAT MOUNTAIN TRAIL FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RY0552'PACIFIC RAILROAD STATION AT AVERY, SHOCHONE COUNTY, ABOUT 1.5 MILES
 RY0552'SOUTH OF THE NORTH END OF THE TRAIL, 18.7 FEET NORTH OF AN 18-INCH
 RY0552'HEMLOCK TREE BEARING A TRIANGULAR BLAZE, 9.3 FEET EAST OF THE CENTER
 RY0552'LINE OF THE TRAIL, AND IN THE BASE OF A 15-INCH HEMLOCK TREE PAINTED
 RY0552'4443.2.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 RY0552'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0343 ***********************************************************************
 OZ0343  DESIGNATION -  4444.8
 OZ0343  PID         -  OZ0343
 OZ0343  STATE/COUNTY-  ID/ELMORE
 OZ0343  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0343
 OZ0343                         *CURRENT SURVEY CONTROL
 OZ0343  ___________________________________________________________________
 OZ0343* NAD 83(1986)-  43 49 14.     (N)    115 20 23.     (W)     SCALED    
 OZ0343* NAVD 88     -      1355.730  (meters)    4447.92   (feet)  ADJUSTED  
 OZ0343  ___________________________________________________________________
 OZ0343  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 OZ0343  DYNAMIC HT  -        1354.949 (meters)    4445.36  (feet)  COMP
 OZ0343  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 OZ0343
 OZ0343  VERT ORDER  -  SECOND    CLASS 0
 OZ0343
 OZ0343.The horizontal coordinates were scaled from a topographic map and have
 OZ0343.an estimated accuracy of +/- 6 seconds.
 OZ0343
 OZ0343.The orthometric height was determined by differential leveling
 OZ0343.and adjusted by the National Geodetic Survey in June 1991..
 OZ0343
 OZ0343.The geoid height was determined by GEOID03.
 OZ0343
 OZ0343.The dynamic height is computed by dividing the NAVD 88
 OZ0343.geopotential number by the normal gravity value computed on the
 OZ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0343.degrees latitude (g = 980.6199 gals.).
 OZ0343
 OZ0343.The modeled gravity was interpolated from observed gravity values.
 OZ0343
 OZ0343;                    North         East    Units  Estimated Accuracy
 OZ0343;SPC ID W     -   239,340.      833,000.      MT  (+/- 180 meters Scaled)
 OZ0343
 OZ0343                          SUPERSEDED SURVEY CONTROL
 OZ0343
 OZ0343  NGVD 29 (??/??/92) 1354.502  (m)         4443.90   (f) ADJ UNCH    2 0
 OZ0343
 OZ0343.Superseded values are not recommended for survey control.
 OZ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0343.See file dsdata.txt to determine how the superseded data were derived.
 OZ0343
 OZ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ335532(NAD 83)
 OZ0343_MARKER: N = NAIL
 OZ0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0343_SP_SET: TREE ROOT
 OZ0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0343
 OZ0343  HISTORY     - Date     Condition        Report By
 OZ0343  HISTORY     - UNK      MONUMENTED       USGS
 OZ0343  HISTORY     - 1950     GOOD             NGS
 OZ0343  HISTORY     - 1951     GOOD             NGS
 OZ0343
 OZ0343                          STATION DESCRIPTION
 OZ0343
 OZ0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0343'14.2 MI W FROM ATLANTA.
 OZ0343'14.2 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0343'OFFICE AT ATLANTA, 0.1 MILE NORTHEAST OF THE JUNCTION OF A GRADED ROAD
 OZ0343'LEADING NORTHWEST, 126.6 SOUTH OF AND ACROSS THE ROAD FROM BENCH MARK
 OZ0343'D 334, 85 1/2 FEET NORTHEAST OF A LONE 16-INCH PINE TREE, 65 1/2 FEET
 OZ0343'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET LOWER THAN THE
 OZ0343'ROAD, AND IN THE TOP OF A ROOT ON THE NORTHWEST SIDE OF A 30-INCH DEAD
 OZ0343'STUMP.
 OZ0343
 OZ0343                          STATION RECOVERY (1951)
 OZ0343
 OZ0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0254 ***********************************************************************
 OY0254  DESIGNATION -  4455.56
 OY0254  PID         -  OY0254
 OY0254  STATE/COUNTY-  ID/BANNOCK
 OY0254  USGS QUAD   -  FORT HALL (1971)
 OY0254
 OY0254                         *CURRENT SURVEY CONTROL
 OY0254  ___________________________________________________________________
 OY0254* NAD 83(1986)-  43 00 28.     (N)    112 26 33.     (W)     SCALED    
 OY0254* NAVD 88     -      1358.936  (meters)    4458.44   (feet)  ADJUSTED  
 OY0254  ___________________________________________________________________
 OY0254  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 OY0254  DYNAMIC HT  -        1358.189 (meters)    4455.99  (feet)  COMP
 OY0254  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 OY0254
 OY0254  VERT ORDER  -  FIRST     CLASS I
 OY0254
 OY0254.The horizontal coordinates were scaled from a topographic map and have
 OY0254.an estimated accuracy of +/- 6 seconds.
 OY0254
 OY0254.The orthometric height was determined by differential leveling
 OY0254.and adjusted by the National Geodetic Survey in June 1991..
 OY0254.WARNING-Repeat measurements at this control monument indicate possible
 OY0254.vertical movement.
 OY0254
 OY0254.The geoid height was determined by GEOID03.
 OY0254
 OY0254.The dynamic height is computed by dividing the NAVD 88
 OY0254.geopotential number by the normal gravity value computed on the
 OY0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0254.degrees latitude (g = 980.6199 gals.).
 OY0254
 OY0254.The modeled gravity was interpolated from observed gravity values.
 OY0254
 OY0254;                    North         East    Units  Estimated Accuracy
 OY0254;SPC ID E     -   149,000.      177,510.      MT  (+/- 180 meters Scaled)
 OY0254
 OY0254                          SUPERSEDED SURVEY CONTROL
 OY0254
 OY0254  NGVD 29 (08/20/92) 1357.898  (m)         4455.04   (f) ADJUSTED    1 1
 OY0254
 OY0254.Superseded values are not recommended for survey control.
 OY0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0254.See file dsdata.txt to determine how the superseded data were derived.
 OY0254
 OY0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN824626(NAD 83)
 OY0254_MARKER: DD = SURVEY DISK
 OY0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0254_SP_SET: GATE
 OY0254_STAMPING: 4455.56
 OY0254_MARK LOGO: USIIS 
 OY0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0254
 OY0254  HISTORY     - Date     Condition        Report By
 OY0254  HISTORY     - UNK      MONUMENTED       USIIS
 OY0254  HISTORY     - 1960     GOOD             NGS
 OY0254  HISTORY     - 1967     GOOD             NGS
 OY0254  HISTORY     - 1983     GOOD             NGS
 OY0254
 OY0254                          STATION DESCRIPTION
 OY0254
 OY0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0254'1.45 MI S FROM FORT HALL.
 OY0254'1.45 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0254'FORT HALL, 0.25 MILE NORTH OF MILEPOLE 144, IN TOP OF THE EAST END OF
 OY0254'THE CONCRETE HEAD WALL OF A FLOOD GATE FOR AN IRRIGATION DITCH, 124.6
 OY0254'FEET WEST AND ACROSS U.S. HIGHWAY 91 AND 191 FROM THE WEST RAIL, 44
 OY0254'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET NORTH OF THE
 OY0254'CENTER LINE OF EDMO ROAD WEST, 3.4 FEET EAST OF THE CENTER OF AN
 OY0254'IRRIGATION DITCH, 3.4 FEET WEST OF THE EAST END OF THE HEAD WALL,
 OY0254'ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 OY0254
 OY0254                          STATION RECOVERY (1967)
 OY0254
 OY0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0254'RECOVERED IN GOOD CONDITION.
 OY0254
 OY0254                          STATION RECOVERY (1983)
 OY0254
 OY0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0349 ***********************************************************************
 OY0349  DESIGNATION -  4458
 OY0349  PID         -  OY0349
 OY0349  STATE/COUNTY-  ID/BINGHAM
 OY0349  USGS QUAD   -  MORELAND (1971)
 OY0349
 OY0349                         *CURRENT SURVEY CONTROL
 OY0349  ___________________________________________________________________
 OY0349* NAD 83(1986)-  43 13 13.     (N)    112 27 32.     (W)     SCALED    
 OY0349* NAVD 88     -      1359.676  (meters)    4460.87   (feet)  ADJUSTED  
 OY0349  ___________________________________________________________________
 OY0349  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 OY0349  DYNAMIC HT  -        1358.945 (meters)    4458.47  (feet)  COMP
 OY0349  MODELED GRAV-     980,034.6   (mgal)                       NAVD 88
 OY0349
 OY0349  VERT ORDER  -  FIRST     CLASS II
 OY0349
 OY0349.The horizontal coordinates were scaled from a topographic map and have
 OY0349.an estimated accuracy of +/- 6 seconds.
 OY0349
 OY0349.The orthometric height was determined by differential leveling
 OY0349.and adjusted by the National Geodetic Survey in December 1992..
 OY0349
 OY0349.The geoid height was determined by GEOID03.
 OY0349
 OY0349.The dynamic height is computed by dividing the NAVD 88
 OY0349.geopotential number by the normal gravity value computed on the
 OY0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0349.degrees latitude (g = 980.6199 gals.).
 OY0349
 OY0349.The modeled gravity was interpolated from observed gravity values.
 OY0349
 OY0349;                    North         East    Units  Estimated Accuracy
 OY0349;SPC ID E     -   172,610.      176,260.      MT  (+/- 180 meters Scaled)
 OY0349
 OY0349                          SUPERSEDED SURVEY CONTROL
 OY0349
 OY0349  NAVD 88 (06/15/91) 1359.679  (m)         4460.88   (f) UNKNOWN     1 2
 OY0349  NGVD 29 (08/20/92) 1358.642  (m)         4457.48   (f) ADJUSTED    1 2
 OY0349
 OY0349.Superseded values are not recommended for survey control.
 OY0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0349.See file dsdata.txt to determine how the superseded data were derived.
 OY0349
 OY0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN815863(NAD 83)
 OY0349_MARKER: DD = SURVEY DISK
 OY0349_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OY0349_SP_SET: HEADWALL
 OY0349_STAMPING: 4458 1912
 OY0349_MARK LOGO: USGS  
 OY0349_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0349+STABILITY: SURFACE MOTION
 OY0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0349+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0349
 OY0349  HISTORY     - Date     Condition        Report By
 OY0349  HISTORY     - 1912     MONUMENTED       USGS
 OY0349  HISTORY     - 1958     GOOD             NGS
 OY0349  HISTORY     - 19920619 GOOD             NGS
 OY0349
 OY0349                          STATION DESCRIPTION
 OY0349
 OY0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0349'6.7 MI NW FROM BLACKFOOT.
 OY0349'6.7 MILES NORTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0349'STATION AT BLACKFOOT, BINGHAM COUNTY, ABOUT 0.43 MILE WEST OF MILEPOST
 OY0349'6, AT CONCRETE SIPHON 6.43, IN THE TOP OF THE COLLAR, AND 18 FEET
 OY0349'SOUTH OF THE CENTER LINE OF THE TRACK.  NOTE-- TOP OF WEST RAIL
 OY0349'OPPOSITE OREGON SHORT LINE RAILROAD MILEPOST.
 OY0349
 OY0349                          STATION RECOVERY (1992)
 OY0349
 OY0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0349'8.2 KM (5.10 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0349'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, IN TOP OF AND 0.2
 OY0349'M (0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 OY0349'HEADWALL OF A CULVERT, AND 5.4 M (17.7 FT) SOUTHWEST OF AND LEVEL
 OY0349'WITH THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0255 ***********************************************************************
 OY0255  DESIGNATION -  4467.47
 OY0255  PID         -  OY0255
 OY0255  STATE/COUNTY-  ID/BANNOCK
 OY0255  USGS QUAD   -  FORT HALL (1971)
 OY0255
 OY0255                         *CURRENT SURVEY CONTROL
 OY0255  ___________________________________________________________________
 OY0255* NAD 83(1986)-  43 00 01.     (N)    112 26 40.     (W)     SCALED    
 OY0255* NAVD 88     -      1362.562  (meters)    4470.34   (feet)  ADJUSTED  
 OY0255  ___________________________________________________________________
 OY0255  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 OY0255  DYNAMIC HT  -        1361.811 (meters)    4467.87  (feet)  COMP
 OY0255  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 OY0255
 OY0255  VERT ORDER  -  FIRST     CLASS I
 OY0255
 OY0255.The horizontal coordinates were scaled from a topographic map and have
 OY0255.an estimated accuracy of +/- 6 seconds.
 OY0255
 OY0255.The orthometric height was determined by differential leveling
 OY0255.and adjusted by the National Geodetic Survey in June 1991..
 OY0255
 OY0255.The geoid height was determined by GEOID03.
 OY0255
 OY0255.The dynamic height is computed by dividing the NAVD 88
 OY0255.geopotential number by the normal gravity value computed on the
 OY0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0255.degrees latitude (g = 980.6199 gals.).
 OY0255
 OY0255.The modeled gravity was interpolated from observed gravity values.
 OY0255
 OY0255;                    North         East    Units  Estimated Accuracy
 OY0255;SPC ID E     -   148,170.      177,350.      MT  (+/- 180 meters Scaled)
 OY0255
 OY0255                          SUPERSEDED SURVEY CONTROL
 OY0255
 OY0255  NGVD 29 (08/20/92) 1361.525  (m)         4466.94   (f) ADJUSTED    1 1
 OY0255
 OY0255.Superseded values are not recommended for survey control.
 OY0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0255.See file dsdata.txt to determine how the superseded data were derived.
 OY0255
 OY0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN822618(NAD 83)
 OY0255_MARKER: DD = SURVEY DISK
 OY0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0255_SP_SET: GATE
 OY0255_STAMPING: 4467.47
 OY0255_MARK LOGO: USIIS 
 OY0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0255
 OY0255  HISTORY     - Date     Condition        Report By
 OY0255  HISTORY     - UNK      MONUMENTED       USIIS
 OY0255  HISTORY     - 1960     GOOD             NGS
 OY0255  HISTORY     - 1967     GOOD             NGS
 OY0255  HISTORY     - 1983     GOOD             NGS
 OY0255
 OY0255                          STATION DESCRIPTION
 OY0255
 OY0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0255'2.0 MI S FROM FORT HALL.
 OY0255'2.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0255'FORT HALL, 0.3 MILE SOUTHWEST OF MILEPOLE 144, 134.2 FEET WEST AND
 OY0255'ACROSS U.S. HIGHWAY 91 AND 191 FROM THE WEST RAIL, AT THE JUNCTION OF
 OY0255'IRRIGATION DITCHES, IN TOP OF THE NORTHEAST END OF THE CONCRETE HEAD
 OY0255'WALL FOR AN IRRIGATION DITCH HEADGATE, 54 FEET WEST OF THE CENTER LINE
 OY0255'OF THE HIGHWAY, 5 FEET NORTHWEST OF THE CENTER OF A NORTH-SOUTH
 OY0255'IRRIGATION DITCH, 1.7 FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD
 OY0255'WALL, AND ABOUT LEVEL WITH THE TRACK.
 OY0255
 OY0255                          STATION RECOVERY (1967)
 OY0255
 OY0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0255'RECOVERED IN GOOD CONDITION.
 OY0255
 OY0255                          STATION RECOVERY (1983)
 OY0255
 OY0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0400 ***********************************************************************
 OY0400  DESIGNATION -  4481
 OY0400  PID         -  OY0400
 OY0400  STATE/COUNTY-  ID/BINGHAM
 OY0400  USGS QUAD   -  ROCKFORD (1979)
 OY0400
 OY0400                         *CURRENT SURVEY CONTROL
 OY0400  ___________________________________________________________________
 OY0400* NAD 83(1986)-  43 14 22.     (N)    112 30 41.     (W)     SCALED    
 OY0400* NAVD 88     -      1366.765  (meters)    4484.13   (feet)  ADJUSTED  
 OY0400  ___________________________________________________________________
 OY0400  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 OY0400  DYNAMIC HT  -        1366.042 (meters)    4481.76  (feet)  COMP
 OY0400  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 OY0400
 OY0400  VERT ORDER  -  FIRST     CLASS II
 OY0400
 OY0400.The horizontal coordinates were scaled from a topographic map and have
 OY0400.an estimated accuracy of +/- 6 seconds.
 OY0400
 OY0400.The orthometric height was determined by differential leveling
 OY0400.and adjusted by the National Geodetic Survey in December 1992..
 OY0400.WARNING-Repeat measurements at this control monument indicate possible
 OY0400.vertical movement.
 OY0400
 OY0400.The geoid height was determined by GEOID03.
 OY0400
 OY0400.The dynamic height is computed by dividing the NAVD 88
 OY0400.geopotential number by the normal gravity value computed on the
 OY0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0400.degrees latitude (g = 980.6199 gals.).
 OY0400
 OY0400.The modeled gravity was interpolated from observed gravity values.
 OY0400
 OY0400;                    North         East    Units  Estimated Accuracy
 OY0400;SPC ID E     -   174,760.      172,000.      MT  (+/- 180 meters Scaled)
 OY0400
 OY0400                          SUPERSEDED SURVEY CONTROL
 OY0400
 OY0400  NAVD 88 (06/15/91) 1366.820  (m)         4484.31   (f) UNKNOWN     1 2
 OY0400  NGVD 29 (08/20/92) 1365.740  (m)         4480.77   (f) ADJUSTED    1 2
 OY0400
 OY0400.Superseded values are not recommended for survey control.
 OY0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0400.See file dsdata.txt to determine how the superseded data were derived.
 OY0400
 OY0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN772885(NAD 83)
 OY0400_MARKER: DB = BENCH MARK DISK
 OY0400_SETTING: 80 = SET IN A BOULDER
 OY0400_SP_SET: IN DRILL HOLE IN A BOULDER
 OY0400_STAMPING: 4481 1912
 OY0400_MARK LOGO: USGS  
 OY0400_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0400+STABILITY: SURFACE MOTION
 OY0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0400+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0400
 OY0400  HISTORY     - Date     Condition        Report By
 OY0400  HISTORY     - 1912     MONUMENTED       USGS
 OY0400  HISTORY     - 1958     GOOD             NGS
 OY0400  HISTORY     - 19920619 GOOD             NGS
 OY0400
 OY0400                          STATION DESCRIPTION
 OY0400
 OY0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0400'9.65 MI NW FROM BLACKFOOT.
 OY0400'9.65 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0400'AT BLACKFOOT, 0.5 MILE NORTHWEST OF MILEPOST 9, IN THE TOP OF A LARGE
 OY0400'LAVA BOULDER, 42 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 600
 OY0400'FEET SOUTHEAST OF THE CENTER OF CULVERT 9.54 UNDER THE TRACK, AND
 OY0400'ABOUT 6 FEET ABOVE THE TRACK.
 OY0400
 OY0400                          STATION RECOVERY (1992)
 OY0400
 OY0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0400'13.1 KM (8.15 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0400'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, NEAR THE CENTER
 OY0400'OF A 3 BY 3-FOOT BOULDER THAT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 OY0400'GROUND SURFACE, 27.7 M (90.9 FT) SOUTHWEST OF THE CENTERLINE OF TABER
 OY0400'ROAD, 12.9 M (42.3 FT) NORTHEAST OF THE NEAR RAIL, 1.5 M (4.9 FT)
 OY0400'ABOVE THE LEVEL OF THE TRACK, AND 0.6 M (2.0 FT) NORTHWEST OF A
 OY0400'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0144 ***********************************************************************
 NU0144  DESIGNATION -  4491.8
 NU0144  PID         -  NU0144
 NU0144  STATE/COUNTY-  ID/BANNOCK
 NU0144  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0144
 NU0144                         *CURRENT SURVEY CONTROL
 NU0144  ___________________________________________________________________
 NU0144* NAD 83(1986)-  42 50 01.     (N)    112 25 34.     (W)     SCALED    
 NU0144* NAVD 88     -      1369.958  (meters)    4494.60   (feet)  ADJUSTED  
 NU0144  ___________________________________________________________________
 NU0144  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NU0144  DYNAMIC HT  -        1369.176 (meters)    4492.04  (feet)  COMP
 NU0144  MODELED GRAV-     980,002.0   (mgal)                       NAVD 88
 NU0144
 NU0144  VERT ORDER  -  SECOND    CLASS 0
 NU0144
 NU0144.The horizontal coordinates were scaled from a topographic map and have
 NU0144.an estimated accuracy of +/- 6 seconds.
 NU0144
 NU0144.The orthometric height was determined by differential leveling
 NU0144.and adjusted by the National Geodetic Survey in June 1991..
 NU0144
 NU0144.The geoid height was determined by GEOID03.
 NU0144
 NU0144.The dynamic height is computed by dividing the NAVD 88
 NU0144.geopotential number by the normal gravity value computed on the
 NU0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0144.degrees latitude (g = 980.6199 gals.).
 NU0144
 NU0144.The modeled gravity was interpolated from observed gravity values.
 NU0144
 NU0144;                    North         East    Units  Estimated Accuracy
 NU0144;SPC ID E     -   129,650.      178,790.      MT  (+/- 180 meters Scaled)
 NU0144
 NU0144                          SUPERSEDED SURVEY CONTROL
 NU0144
 NU0144  NGVD 29 (??/??/92) 1368.915  (m)         4491.18   (f) ADJ UNCH    2 0
 NU0144
 NU0144.Superseded values are not recommended for survey control.
 NU0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0144.See file dsdata.txt to determine how the superseded data were derived.
 NU0144
 NU0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN834433(NAD 83)
 NU0144_MARKER: Q = CHISELED SQUARE
 NU0144_SETTING: 80 = SET IN A BOULDER
 NU0144_SP_SET: BOULDER
 NU0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0144+STABILITY: SURFACE MOTION
 NU0144
 NU0144  HISTORY     - Date     Condition        Report By
 NU0144  HISTORY     - UNK      MONUMENTED       USGS
 NU0144  HISTORY     - 1960     GOOD             NGS
 NU0144
 NU0144                          STATION DESCRIPTION
 NU0144
 NU0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0144'2.5 MI S FROM POCATELLO.
 NU0144'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 NU0144'POCATELLO, BANNOCK COUNTY, ABOUT 0.9 MILE SOUTHWEST OF ROSS PARK,
 NU0144'ABOUT 400 FEET WEST OF THE BUILDINGS OF THE TECHNICAL FARM, ON THE TOP
 NU0144'OF A BOULDER, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET
 NU0144'WEST OF THE RIGHT-OF-WAY FENCE, AND 12 FEET WEST OF A ROW OF
 NU0144'POWER-TRANSMISSION LINE POLES.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0924 ***********************************************************************
 TO0924  DESIGNATION -  4493 VA=SAND MOUNTAIN
 TO0924  PID         -  TO0924
 TO0924  STATE/COUNTY-  ID/BOUNDARY
 TO0924  USGS QUAD   -  TWENTYMILE CREEK (1996)
 TO0924
 TO0924                         *CURRENT SURVEY CONTROL
 TO0924  ___________________________________________________________________
 TO0924* NAD 83(1992)-  48 30 19.80337(N)    116 22 28.21681(W)     ADJUSTED  
 TO0924* NAVD 88     -      1370.4    (meters)    4496.     (feet)  VERTCON   
 TO0924  ___________________________________________________________________
 TO0924  LAPLACE CORR-           7.55  (seconds)                    DEFLEC99
 TO0924  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 TO0924
 TO0924  HORZ ORDER  -  FIRST
 TO0924
 TO0924.The horizontal coordinates were established by classical geodetic methods
 TO0924.and adjusted by the National Geodetic Survey in July 1992..
 TO0924
 TO0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0924
 TO0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0924
 TO0924.The geoid height was determined by GEOID03.
 TO0924
 TO0924;                    North         East     Units Scale Factor Converg.
 TO0924;SPC ID W     -   760,161.056   753,856.404   MT  0.99995948   -0 28 04.0
 TO0924;UTM  11      - 5,372,675.935   546,201.387   MT  0.99962623   +0 28 06.7
 TO0924
 TO0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0924!SPC ID W     -   0.99978786  x   0.99995948  =   0.99974735
 TO0924!UTM  11      -   0.99978786  x   0.99962623  =   0.99941417
 TO0924
 TO0924|---------------------------------------------------------------------|
 TO0924| PID    Reference Object                     Distance      Geod. Az  |
 TO0924|                                                           dddmmss.s |
 TO0924| TO0923 SAND MOUNTAIN LOOKOUT                 9.997 METERS 04533     |
 TO0924| TO0927 TWENTY MILE LOOKOUT                 APPROX. 8.8 KM 0484723.2 |
 TO0924| TO0915 IRON MOUNTAIN LOOKOUT               APPROX.14.2 KM 0620021.7 |
 TO0924| TO0928 JAY PEAK LOOKOUT                    APPROX. 2.5 KM 0670905.6 |
 TO0924| TO0925 BALD EAGLE LOOKOUT                  APPROX. 9.2 KM 0853315.1 |
 TO0924| TO1011 GROUSE MOUNTAIN LOOKOUT             APPROX. 8.1 KM 0962740.1 |
 TO0924| TO0957 PEND OREILLE LOOKOUT                APPROX.17.8 KM 1240748.2 |
 TO0924| TO1015 TROUT CREEK LOOKOUT                 APPROX.20.9 KM 1591303.3 |
 TO0924| CH8305 SAND MOUNTAIN RM 2                    6.448 METERS 19630     |
 TO0924| CH8303 SAND MOUNTAIN AZ MK                                2141907.0 |
 TO0924| TO1057 CARIBOU LOOKOUT                     APPROX.21.7 KM 2491455.9 |
 TO0924| TO1099 MCCORMICK RIDGE LOOKOUT             APPROX.24.0 KM 2934229.1 |
 TO0924| TO1100 CHIMNEY ROCK MIDDLE CAIRN           APPROX.27.0 KM 2980107.0 |
 TO0924| CH8306 SAND MOUNTAIN RM 3                    8.827 METERS 30610     |
 TO0924| CH8304 SAND MOUNTAIN RM 1                    8.830 METERS 30724     |
 TO0924| TO0938 BURTON LOOKOUT                      APPROX.29.1 KM 3414402.6 |
 TO0924| TO1089 FISHER PEAK LOOKOUT                 APPROX.41.9 KM 3432735.0 |
 TO0924|---------------------------------------------------------------------|
 TO0924
 TO0924                          SUPERSEDED SURVEY CONTROL
 TO0924
 TO0924  NAD 83(1986)-  48 30 19.81245(N)    116 22 28.21176(W) AD(       ) 1
 TO0924  NAD 27      -  48 30 20.05562(N)    116 22 24.52239(W) AD(       ) 1
 TO0924  NGVD 29 (07/19/86) 1369.2    (m)         4492.     (f) VERT ANG       
 TO0924
 TO0924.Superseded values are not recommended for survey control.
 TO0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0924.See file dsdata.txt to determine how the superseded data were derived.
 TO0924
 TO0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4620172676(NAD 83)
 TO0924_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0924_SETTING: 66 = SET IN ROCK OUTCROP
 TO0924
 TO0924  HISTORY     - Date     Condition        Report By
 TO0924  HISTORY     - 1936     MONUMENTED       CGS
 TO0924  HISTORY     - 1959     SEE DESCRIPTION  CGS
 TO0924  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TO0924  HISTORY     - 1964     GOOD             USGS
 TO0924
 TO0924                          STATION DESCRIPTION
 TO0924
 TO0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (LCJ)
 TO0924'JUST NORTH OF THE BOUNDARY LINE OF BOUNDARY-BONNER COUNTIES,
 TO0924'ON THE HIGHEST PART OF WHAT IS LOCALLY KNOWN AS SAND MT., NEARBY
 TO0924'AN ABANDONED FOREST SERVICE LOOKOUT, U.S. GEOLOGICAL SURVEY
 TO0924'STANDARD DISK SET IN OUTCROPPING BEDROCK.
 TO0924'
 TO0924'TO REACH FROM THE HAMLET OF MC ARTHUR AT A SIGN READING SHILOH
 TO0924'RANGER STATION, GO EAST ON A DIRT ROAD WHICH ALMOST IMMEDIATELY
 TO0924'SWINGS IN A NORTHERLY DIRECTION, FOLLOW THIS ROAD FOR 3.2
 TO0924'MILES, TURN RIGHT, CROSSING RAILROAD TRACKS, GO 0.9 MILE AND
 TO0924'AGAIN CROSS RAILROAD TRACKS KEEPING TO THE RIGHT, CONTINUE 0.3
 TO0924'MILE TO THE SHILOH RANGER STATION AT THE FOOT OF THE TRAIL.  TO
 TO0924'REACH THE STATION FROM NAPLES, GO SOUTH ON U.S. HIGHWAY 95 AND
 TO0924'TURN LEFT JUST AFTER CROSSING BRIDGE OVER DEEP CREEK, FOLLOW
 TO0924'SIGNS TO THE SHILOH RANGER STATION, AND FOLLOW UP TRAIL TO
 TO0924'STATION.  STOCK CAN BE TAKEN ALL THE WAY, A PACK OF ABOUT 3
 TO0924'HOURS.
 TO0924'
 TO0924'TWO NEW REFERENCE MARKS WERE ESTABLISHED BY THIS PARTY.  THEY
 TO0924'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK, AS DESCRIBED
 TO0924'IN NOTE 12A.  STATION MARKED ACCORDING TO NOTE 2.
 TO0924
 TO0924                          STATION RECOVERY (1959)
 TO0924
 TO0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 TO0924'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 TO0924'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED AND IS
 TO0924'BELIEVED TO HAVE BEEN DESTROYED WHEN THE LOOKOUT TOWER WAS
 TO0924'DESTROYED.  THE ANGLE FROM THE INITIAL TO THE CENTER OF THE
 TO0924'LOOKOUT TOWER IS 5 DEGREES AND 17 MINUTES INSTEAD OF 95 DEGREES
 TO0924'AND 17 MINUTES.  AN AZIMUTH MARK AND A REFERENCE MARK WERE
 TO0924'ESTABLISHED.
 TO0924'
 TO0924'REACHED FROM THE CENTER OF THE BRIDGE OVER THE RAILROAD IN NAPLES
 TO0924'BY GOING SOUTHERLY ON U.S. HIGHWAYS 2 AND 95 FOR 7.15 MILES
 TO0924'TO A SIDE ROAD ON THE LEFT AT A SIGN ELMIRA ROAD NO. 216- SAND
 TO0924'CREEK, TURN LEFT, CROSS THE GREAT NORTHERN RAILROAD TRACKS AND
 TO0924'GO 0.05 MILE TO THE SPOKANE INTERNATIONAL RAILROAD TRACKS, CROSS
 TO0924'THE TRACKS AND ANGLE RIGHT ON THE MAIN GRAVELED ROAD FOR 3.55
 TO0924'MILES TO A SIDE ROAD ON THE RIGHT, (ROAD STRAIGHT AHEAD GOES TO
 TO0924'FARM HOME) TURN RIGHT, CROSS A BRIDGE (AZIMUTH MARK IS 0.2
 TO0924'MILE EAST OF THIS BRIDGE) AND CONTINUE ON A DIRT ROAD FOR 1.3
 TO0924'MILES TO A FORK AT A SIGN SEC. 1 ROAD, 29 N, R 1 W.  TAKE THE
 TO0924'RIGHT FORK AND GO 1.7 MILES TO A FORK, (TRIPLE NOTCHED TREE
 TO0924'IN THE ANGLE) BEAR LEFT AND GO 0.15 MILE TO A LARGE BOULDER AND A
 TO0924'FORK, BEAR LEFT AND CONTINUE ON THE MAIN TRAVELED ROAD FOR
 TO0924'0.15 MILE TO A SIDE ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD
 TO0924'FOR 0.55 MILE TO A POINT WHERE THE MAIN TRAVELED ROAD MAKES A U
 TO0924'TURN AND AN OLD LOGGING ROAD CONTINUES STRAIGHT AHEAD AND
 TO0924'THE END OF TRUCK TRAVEL.  AT THIS POINT THERE IS A TREE
 TO0924'ON THE RIGHT HAVING A TRIANGULAR BLAZE.  THE OLD LOGGING
 TO0924'ROAD CONTINUES ABOUT 175 YARDS AND ENDS IT IS BADLY WASHED
 TO0924'OUT IN PLACES AND WOULD REQUIRE A 4-WHEEL DRIVE VEHICLE
 TO0924'TO CONTINUE THIS 175 YARDS.  CONTINUE THIS 175 YARDS TO THE
 TO0924'END OF THE ROAD AND A SMALL CLEARED AREA AT A TRIANGLE
 TO0924'BLAZE ON A 36-INCH PINE TREE AND SEVERAL EMPTY FIVE GALLON
 TO0924'CANS.  FROM THE TRIANGLE BLAZED TREE FOLLOW THE SKID ROAD
 TO0924'(RIGHT HAND ONE OR THE PLAINEST, THAT IS WASHED OUT TO BARE
 TO0924'ROCK) FOLLOW THIS VERY STEEP SKID ROAD WHICH HAS A FEW BLAZED
 TO0924'TREES TO THE TOP OF THE RIDGE.  THENCE ANGLE LEFT AND GO
 TO0924'NORTHWEST UP THE RIDGE FOR ABOUT 0.15 MILE TO THE STATION.
 TO0924'HORSES CAN BE TAKEN TO THE STATION, HOWEVER, IT WOULD REQUIRE
 TO0924'ABOUT 1/2 DAYS CLEARING WITH A CHAIN SAW.  LAST WATER IS ABOUT
 TO0924'0.2 MILE BEFORE REACHING THE TRIPLE NOTCHED TREE.  A 1-1/4
 TO0924'HOURS PACK.
 TO0924'
 TO0924'STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY DISK STAMPED,
 TO0924'SAND MT. 1936, CEMENTED IN A DRILL HOLE IN BEDROCK.
 TO0924'
 TO0924'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, SAND MT (USGS) NO
 TO0924'2 1936, CEMENTED IN A DRILL HOLE IN BEDROCK.  NOTE 12A.
 TO0924'
 TO0924'THERE IS A HOLE DRILLED FOR REFERENCE MARK 3 AND IT WILL REQUIRE
 TO0924'A SMALL AMOUNT OF CEMENT TO SET SAME.  THE DISK SHOULD BE
 TO0924'STAMPED SAND MT USGS NO 3 1936.  BE SURE AND TAKE DISK.  NOTE 12A.
 TO0924'
 TO0924'NOTE--THIS STATION BUILT AND MARKED BUT NOT OCCUPIED.
 TO0924
 TO0924                          STATION RECOVERY (1960)
 TO0924
 TO0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TO0924'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 TO0924'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED.  A NEW
 TO0924'REFERENCE MARK 3 WAS ESTABLISHED IN THE SAME DRILL HOLE AS WAS
 TO0924'USED FOR REFERENCE MARK 1.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 TO0924'A DIFFERENCE OF 0.78 FEET WAS NOTED IN THE MEASURED DISTANCE
 TO0924'TO REFERENCE MARK 2.  A NEW AND COMPLETE DESCRIPTION IS AS
 TO0924'FOLLOWS--
 TO0924'
 TO0924'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH AND 1 MILE EAST OF
 TO0924'NAPLES, 4 MILES EAST AND 2 MILES NORTH OF ELMIRA, 2-1/2 MILES
 TO0924'SOUTH AND 1 MILE EAST OF THE SHILOH RANGER STATION, 1/3 MILE
 TO0924'NORTH OF THE BONNER-BOUNDARY COUNTY LINE, NEAR THE NORTHWEST
 TO0924'CORNER OF THE SOUTHWEST 1/4 OF SECTION 32, T 60 N, R 1 E, AT THE
 TO0924'HIGHEST POINT OF SAND MTN WHICH IS HEAVILY TIMBERED BUT BARE AT
 TO0924'THE VERY TOP AND WHICH HAS A GEOLOGICAL SURVEY ELEVATION OF
 TO0924'4493 FEET ABOVE SEA LEVEL, AND AT THE SITE OF SAND MOUNTAIN
 TO0924'LOOKOUT TOWER (DESTROYED).
 TO0924'
 TO0924'TO REACH FROM THE CENTER OF THE RAILROAD BRIDGE AT NAPLES, GO
 TO0924'SOUTHERLY ON U.S. HIGHWAYS 2 AND 95 FOR 7.15 MILES TO A SIDE
 TO0924'ROAD LEFT AT ELMIRA RAILROAD STATION ON LEFT.  TURN LEFT,
 TO0924'CROSSING TRACKS, AND ANGLE RIGHT AND FOLLOW MAIN TRAVELED GRAVELED
 TO0924'ROAD FOR 3.55 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, CROSSING
 TO0924'SMALL BRIDGE, AND GO SOUTH AND EAST FOR 0.2 MILE TO THE AZIMUTH
 TO0924'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE EASTERLY FOR 1.1
 TO0924'MILES TO A FORK AT SIGN SEC. 1 ROAD, 29 N, R 1 W.  TAKE THE
 TO0924'RIGHT FORK AND GO NORTHEASTERLY FOR 1.7 MILES TO A FORK AT A
 TO0924'TRIPLE NOTCHED TREE IN THE INSIDE ANGLE OF THE INTERSECTION.
 TO0924'TAKE THE LEFT FORK AND GO 0.15 MILE TO A FORK AT A LARGE
 TO0924'BOULDER.  TAKE THE LEFT FORK AND CONTINUE ON MAIN TRAVELED ROAD
 TO0924'FOR 0.15 MILE TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD
 TO0924'AND NORTHWESTERLY FOR 0.55 MILE TO WHERE THE MAIN TRAVELED ROAD
 TO0924'MAKES A U-TURN AND AN OLD LOGGING ROAD CONTINUES STRAIGHT AHEAD
 TO0924'AND THE END OF TRUCK TRAVEL.  PACK WEST UP OLD LOGGING
 TO0924'ROAD FOR ABOUT 175 YARDS TO THE END OF THE ROAD AT A SMALL
 TO0924'CLEARING WHERE TWO SKID ROADS MEET AT THE BASE OF A HILL AND A
 TO0924'TRIANGLE BLAZE ON A 36 INCH PINE TREE.  CONTINUE PACKING
 TO0924'WEST-NORTHWESTERLY UP THE LEFT ONE OF THE TWO SKID ROADS FOR
 TO0924'ABOUT 20 MINUTES TO THE CREST OF A RIDGE.  BEAR RIGHT AND
 TO0924'PACK NORTHERLY UP THE CREST OF THE RIDGE FOLLOWING OLD DIM
 TO0924'FOREST SERVICE TRAIL FOR ABOUT 30 MINUTE TO THE HIGHEST
 TO0924'POINT OF THE HILL AND STATION AS DESCRIBED.
 TO0924'
 TO0924'STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK,
 TO0924'STAMPED VA 4493 1911, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 TO0924'IT IS AT THE HIGHEST POINT OF THE RIDGE NEAR THE POINT WHERE
 TO0924'RIDGE SLOPES DOWN TO THE SOUTH AND 25 FEET SOUTHEAST OF A
 TO0924'CONCRETE PILLAR WHICH FORMED THE EAST FOUNDATION OF THE NOW
 TO0924'DESTROYED LOOKOUT TOWER.
 TO0924'
 TO0924'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SAND MT. NO 2 1936,
 TO0924'CEMENTED IN A DRILL HOLE IN A SMOOTH SLAB OF ROCK ON THE SOUTH
 TO0924'SLOPE OF THE RIDGE AND TILTED AT AN ANGLE OF APPROXIMATELY 45
 TO0924'DEGREES.  IT IS 43 FEET SOUTH OF THE CONCRETE FOUNDATION AND
 TO0924'ABOUT 10 FEET LOWER THAN THE STATION MARK.
 TO0924'
 TO0924'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SAND MT USGS NO 3
 TO0924'1936, CEMENTED IN A DRILL HOLE IN FLUSH ROCK OUTCROP WITH AN
 TO0924'EXPOSED AREA OF 2 X 3 FEET.  IT IS 10 FEET SOUTHWEST OF THE
 TO0924'CONCRETE FOUNDATION AND AT ABOUT THE SAME ELEVATION AS THE
 TO0924'STATION.
 TO0924'
 TO0924'AZIMUTH MARK IS A STANDARD DISK, STAMPED SAND MT USGS 1936,
 TO0924'CEMENTED IN A DRILL HOLE IN FLUSH ROCK OUTCROP WITH AN EXPOSED
 TO0924'AREA OF 2 X 3 FEET.  IT IS 32 FEET EAST OF THE ROAD CENTER AND
 TO0924'ABOUT 6 FEET HIGHER THAN THE ROAD.
 TO0924
 TO0924                          STATION RECOVERY (1964)
 TO0924
 TO0924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0924'REACHED BY HELICOPTER.
 TO0924'
 TO0924'LOOKOUT IS NOW GONE WITH A HELIPORT IN ITS PLACE.
 TO0924'
 TO0924'STATION MARK--A U.S. GEOLOGICAL SURVEY STATION MARK DISK STAMPED
 TO0924'---VA 4493 1911---, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0361 ***********************************************************************
 OZ0361  DESIGNATION -  45 E
 OZ0361  PID         -  OZ0361
 OZ0361  STATE/COUNTY-  ID/ELMORE
 OZ0361  USGS QUAD   -  ATLANTA WEST (1972)
 OZ0361
 OZ0361                         *CURRENT SURVEY CONTROL
 OZ0361  ___________________________________________________________________
 OZ0361* NAD 83(1986)-  43 48 09.     (N)    115 07 46.     (W)     SCALED    
 OZ0361* NAVD 88     -      1642.176  (meters)    5387.71   (feet)  ADJUSTED  
 OZ0361  ___________________________________________________________________
 OZ0361  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 OZ0361  DYNAMIC HT  -        1641.146 (meters)    5384.33  (feet)  COMP
 OZ0361  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 OZ0361
 OZ0361  VERT ORDER  -  SECOND    CLASS 0
 OZ0361
 OZ0361.The horizontal coordinates were scaled from a topographic map and have
 OZ0361.an estimated accuracy of +/- 6 seconds.
 OZ0361
 OZ0361.The orthometric height was determined by differential leveling
 OZ0361.and adjusted by the National Geodetic Survey in June 1991..
 OZ0361
 OZ0361.The geoid height was determined by GEOID03.
 OZ0361
 OZ0361.The dynamic height is computed by dividing the NAVD 88
 OZ0361.geopotential number by the normal gravity value computed on the
 OZ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0361.degrees latitude (g = 980.6199 gals.).
 OZ0361
 OZ0361.The modeled gravity was interpolated from observed gravity values.
 OZ0361
 OZ0361;                    North         East    Units  Estimated Accuracy
 OZ0361;SPC ID W     -   237,440.      849,930.      MT  (+/- 180 meters Scaled)
 OZ0361
 OZ0361                          SUPERSEDED SURVEY CONTROL
 OZ0361
 OZ0361  NGVD 29 (??/??/92) 1640.865  (m)         5383.40   (f) ADJ UNCH    2 0
 OZ0361
 OZ0361.Superseded values are not recommended for survey control.
 OZ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0361.See file dsdata.txt to determine how the superseded data were derived.
 OZ0361
 OZ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ504516(NAD 83)
 OZ0361_MARKER: DD = SURVEY DISK
 OZ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0361_STAMPING: 45 E 1936
 OZ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0361+STABILITY: SURFACE MOTION
 OZ0361
 OZ0361  HISTORY     - Date     Condition        Report By
 OZ0361  HISTORY     - 1936     MONUMENTED       USGS
 OZ0361  HISTORY     - 1950     GOOD             NGS
 OZ0361  HISTORY     - 1951     GOOD             NGS
 OZ0361
 OZ0361                          STATION DESCRIPTION
 OZ0361
 OZ0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0361'IN ATLANTA.
 OZ0361'AT ATLANTA, 0.2 MILE WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM
 OZ0361'THE POST OFFICE, 0.2 MILE SOUTH OF THE U S FOREST SERVICE RANGER
 OZ0361'STATION, 52.4 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 22 1/2
 OZ0361'FEET NORTH OF THE CENTER LINE OF THE ROAD, 19 FEET WEST OF THE CENTER
 OZ0361'LINE OF A ROAD LEADING NORTH TO THE RANGER STATION, 5 FEET WEST OF AN
 OZ0361'OVAL SHAPED BOULDER WHICH PROJECTS 2 FEET ABOVE THE GROUND AND MARKED
 OZ0361'BY THE WHITE PAINTED LETTERS BM, 1.9 FEET NORTH OF A WITNESS POST,
 OZ0361'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OZ0361'POST FLUSH WITH THE GROUND.
 OZ0361
 OZ0361                          STATION RECOVERY (1951)
 OZ0361
 OZ0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0515 ***********************************************************************
 NW0515  DESIGNATION -  45 EMH
 NW0515  PID         -  NW0515
 NW0515  STATE/COUNTY-  ID/OWYHEE
 NW0515  USGS QUAD   -  TURNER TABLE (1972)
 NW0515
 NW0515                         *CURRENT SURVEY CONTROL
 NW0515  ___________________________________________________________________
 NW0515* NAD 83(1986)-  42 27 10.     (N)    116 10 02.     (W)     SCALED    
 NW0515* NAVD 88     -      1761.387  (meters)    5778.82   (feet)  POSTED    
 NW0515  ___________________________________________________________________
 NW0515  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 NW0515  DYNAMIC HT  -        1760.180 (meters)    5774.86  (feet)  COMP
 NW0515  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 NW0515
 NW0515  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0515
 NW0515.The horizontal coordinates were scaled from a topographic map and have
 NW0515.an estimated accuracy of +/- 6 seconds.
 NW0515
 NW0515.The orthometric height was determined by differential leveling
 NW0515.and adjusted by the National Geodetic Survey in 1992..
 NW0515.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0515.rate of 0.0 thru 1.0 mm/km.
 NW0515
 NW0515.The geoid height was determined by GEOID03.
 NW0515
 NW0515.The dynamic height is computed by dividing the NAVD 88
 NW0515.geopotential number by the normal gravity value computed on the
 NW0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0515.degrees latitude (g = 980.6199 gals.).
 NW0515
 NW0515.The modeled gravity was interpolated from observed gravity values.
 NW0515
 NW0515;                    North         East    Units  Estimated Accuracy
 NW0515;SPC ID W     -    87,400.      765,680.      MT  (+/- 180 meters Scaled)
 NW0515
 NW0515                          SUPERSEDED SURVEY CONTROL
 NW0515
 NW0515.No superseded survey control is available for this station.
 NW0515
 NW0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH684003(NAD 83)
 NW0515_MARKER: DD = SURVEY DISK
 NW0515_SETTING: 66 = SET IN ROCK OUTCROP
 NW0515_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0515_STAMPING: 45 EMH 1972 5775
 NW0515_MARK LOGO: USGS  
 NW0515_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0515+STABILITY: POSITION/ELEVATION WELL
 NW0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0515+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0515
 NW0515  HISTORY     - Date     Condition        Report By
 NW0515  HISTORY     - 1972     MONUMENTED       USGS
 NW0515
 NW0515                          STATION DESCRIPTION
 NW0515
 NW0515'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0515'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0515'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0515'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0515'TRACK ROAD, THENCE 15.2 MILES SOUTHEAST ALONG TRACK ROAD, THENCE 7.9
 NW0515'MILES EAST ALONG TRACK ROAD, 9.75 MILES EAST OF UPPER BATTLE CREEK
 NW0515'CROSSING, 0.6 MILES WEST OF JACKS CREEK, 195 FEET EAST OF A ROAD FORK
 NW0515'NORTHWEST, AT A CATTLE SALT BED, 44 FEET SOUTH AND ABOUT 0.8 FEET
 NW0515'HIGHER THAN THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP
 NW0515'PROJECTING 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1443 ***********************************************************************
 OH1443  DESIGNATION -  45 FMK
 OH1443  PID         -  OH1443
 OH1443  STATE/COUNTY-  ID/OWYHEE
 OH1443  USGS QUAD   -  OREANA (1992)
 OH1443
 OH1443                         *CURRENT SURVEY CONTROL
 OH1443  ___________________________________________________________________
 OH1443* NAD 83(1986)-  43 02 04.     (N)    116 25 37.     (W)     SCALED    
 OH1443* NAVD 88     -       900.527  (meters)    2954.48   (feet)  POSTED    
 OH1443  ___________________________________________________________________
 OH1443  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 OH1443  DYNAMIC HT  -         900.110 (meters)    2953.11  (feet)  COMP
 OH1443  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 OH1443
 OH1443  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OH1443
 OH1443.The horizontal coordinates were scaled from a topographic map and have
 OH1443.an estimated accuracy of +/- 6 seconds.
 OH1443
 OH1443.The orthometric height was determined by differential leveling
 OH1443.and adjusted by the National Geodetic Survey in 1992..
 OH1443.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OH1443.rate of 1.1 thru 2.0 mm/km.
 OH1443
 OH1443.The geoid height was determined by GEOID03.
 OH1443
 OH1443.The dynamic height is computed by dividing the NAVD 88
 OH1443.geopotential number by the normal gravity value computed on the
 OH1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1443.degrees latitude (g = 980.6199 gals.).
 OH1443
 OH1443.The modeled gravity was interpolated from observed gravity values.
 OH1443
 OH1443;                    North         East    Units  Estimated Accuracy
 OH1443;SPC ID W     -   152,150.      744,840.      MT  (+/- 180 meters Scaled)
 OH1443
 OH1443                          SUPERSEDED SURVEY CONTROL
 OH1443
 OH1443  NGVD 29 (??/??/92)  899.56   (m)         2951.3    (f) COMPUTED    2 0
 OH1443
 OH1443.Superseded values are not recommended for survey control.
 OH1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1443.See file dsdata.txt to determine how the superseded data were derived.
 OH1443
 OH1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH466647(NAD 83)
 OH1443_MARKER: DD = SURVEY DISK
 OH1443_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OH1443_SP_SET: PREFAB CONC. POST IN EARTH
 OH1443_STAMPING: 45 FMK 1964
 OH1443_MARK LOGO: USGS  
 OH1443_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OH1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1443+SATELLITE: SATELLITE OBSERVATIONS - 1964
 OH1443
 OH1443  HISTORY     - Date     Condition        Report By
 OH1443  HISTORY     - 1964     MONUMENTED       USGS
 OH1443
 OH1443                          STATION DESCRIPTION
 OH1443
 OH1443'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 OH1443'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 OH1443'COUNTY ROAD, THENCE 1.8 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 OH1443'ROAD, 52 FEET NORTHWEST OF THE ROAD, 2 FEET SOUTHEAST OF A FENCE, 3
 OH1443'FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0389 ***********************************************************************
 NW0389  DESIGNATION -  45 HILL
 NW0389  PID         -  NW0389
 NW0389  STATE/COUNTY-  ID/OWYHEE
 NW0389  USGS QUAD   -  SPRING CREEK BASIN (1973)
 NW0389
 NW0389                         *CURRENT SURVEY CONTROL
 NW0389  ___________________________________________________________________
 NW0389* NAD 83(1992)-  42 07 43.74762(N)    116 56 51.62339(W)     ADJUSTED  
 NW0389* NAVD 88     -      1673.3    (meters)    5490.     (feet)  VERTCON   
 NW0389  ___________________________________________________________________
 NW0389  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 NW0389  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 NW0389
 NW0389  HORZ ORDER  -  SECOND
 NW0389
 NW0389.The horizontal coordinates were established by classical geodetic methods
 NW0389.and adjusted by the National Geodetic Survey in July 1992..
 NW0389
 NW0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0389
 NW0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0389
 NW0389.The geoid height was determined by GEOID03.
 NW0389
 NW0389;                    North         East     Units Scale Factor Converg.
 NW0389;SPC ID W     -    52,022.707   700,978.116   MT  1.00005394   -0 48 12.5
 NW0389;SPC OR S     -    57,567.815 1,793,647.532   MT  1.00005776   +2 25 49.1
 NW0389;SPC OR S     -   188,870.78  5,884,670.38   iFT  1.00005776   +2 25 49.1
 NW0389;UTM  11      - 4,664,080.312   504,324.833   MT  0.99960023   +0 02 06.4
 NW0389
 NW0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0389!SPC ID W     -   0.99974039  x   1.00005394  =   0.99979431
 NW0389!SPC OR S     -   0.99974039  x   1.00005776  =   0.99979813
 NW0389!UTM  11      -   0.99974039  x   0.99960023  =   0.99934072
 NW0389
 NW0389:                Primary Azimuth Mark                     Grid Az
 NW0389:SPC ID W     -  45 HILL AZ MK                            224 36 40.7
 NW0389:SPC OR S     -  45 HILL AZ MK                            221 22 39.1
 NW0389:UTM  11      -  45 HILL AZ MK                            223 46 21.8
 NW0389
 NW0389|---------------------------------------------------------------------|
 NW0389| PID    Reference Object                     Distance      Geod. Az  |
 NW0389|                                                           dddmmss.s |
 NW0389| CD4165 45 HILL AZ MK                                      2234828.2 |
 NW0389| CD4166 45 HILL RM 1                          9.640 METERS 23304     |
 NW0389| CD4167 45 HILL RM 2                          7.945 METERS 32456     |
 NW0389|---------------------------------------------------------------------|
 NW0389
 NW0389                          SUPERSEDED SURVEY CONTROL
 NW0389
 NW0389  NAD 83(1991)-  42 07 43.74765(N)    116 56 51.62315(W) AD(       ) 2
 NW0389  NAD 83(1986)-  42 07 43.75290(N)    116 56 51.62463(W) AD(       ) 2
 NW0389  NAD 27      -  42 07 44.15300(N)    116 56 48.17300(W) AD(       ) 2
 NW0389  NGVD 29 (07/19/86) 1672.2    (m)         5486.     (f) VERT ANG       
 NW0389
 NW0389.Superseded values are not recommended for survey control.
 NW0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0389.See file dsdata.txt to determine how the superseded data were derived.
 NW0389
 NW0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG0432564080(NAD 83)
 NW0389_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0389_SETTING: 80 = SET IN A BOULDER
 NW0389_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0389
 NW0389  HISTORY     - Date     Condition        Report By
 NW0389  HISTORY     - 1956     MONUMENTED       CGS
 NW0389
 NW0389                          STATION DESCRIPTION
 NW0389
 NW0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0389'THE STATION IS LOCATED ON THE SUMMIT OF A ROUND DOME SHAPED
 NW0389'HILL, LOCALLY KNOWN AS 45 HILL, ABOUT 2 MILES WEST OF LITTLE
 NW0389'CREEK, ABOUT 1.5 MILES EAST-NORTHEAST OF A BLADED ROAD, ABOUT
 NW0389'6 MILES NORTH OF THE STAR VALLEY RANCH, 4 MILES EAST OF THE
 NW0389'NEVADA-OREGON STATE LINE, 24 MILES, AIRLINE, NORTHEAST OF THE
 NW0389'CALICO RANCH, AND 7 FEET EAST OF A WHITE WITNESS POST.
 NW0389'
 NW0389'TO REACH THE STATION FROM THE GATE AT THE SOUTH EDGE OF A
 NW0389'CORRAL AT THE CALICO RANCH GO SOUTH ON THE DIRT ROAD TOWARDS
 NW0389'PARADISE VALLEY FOR 1.7 MILES TO A Y FORK.  TAKE THE LEFT FORK,
 NW0389'EAST, AND GO 19.1 MILES TO A REVERSE Y FORK.  CONTINUE STRAIGHT
 NW0389'AHEAD, EASTERLY, AND GO 1.2 MILES TO A REVERSE Y FORK.  CONTINUE
 NW0389'STRAIGHT AHEAD, EASTERLY, AND GO 1.1 MILES TO A GATE AT THE
 NW0389'SOUTH SIDE OF A MEADOW.  PASS THROUGH THE GATE AND GO 0.1 MILE
 NW0389'TO A Y FORK.  TAKE THE LEFT FORK, WEST-NORTHWEST, AND GO 0.7
 NW0389'MILES UP TENT CREEK MEADOW TO THE STAR VALLEY RANCH
 NW0389'BUILDINGS.  PASS THROUGH THE TWO CORRAL GATES AND FOLLOW THE
 NW0389'OLD ROAD UP THE CREEK BED FOR 0.4 MILES.  TAKE THE BLADED
 NW0389'ROADWAY TO THE RIGHT, EAST, OUT OF THE CANYON, AND GO 5.9
 NW0389'MILES TO A WHITE WITNESS POST AND THE AZIMUTH MARK ON THE
 NW0389'RIGHT, NORTH, SIDE OF THE BLADED ROAD.  TURN RIGHT AND
 NW0389'DRIVE, EAST-NORTHEAST, ACROSS COUNTRY FOR 1.6 MILES TO A
 NW0389'WHITE WITNESS POST AND THE STATION.  A 4-WHEEL DRIVE
 NW0389'VEHICLE IS REQUIRED FOR THE LAST 1.6 MILES.
 NW0389'
 NW0389'THE STATION MARK, A STANDARD DISK STAMPED 45 HILL 1956, IS
 NW0389'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES ABOVE
 NW0389'THE GROUND.
 NW0389'
 NW0389'REFERENCE MARK 1, A STANDARD DISK STAMPED 45 HILL NO 1 1956,
 NW0389'IS SET IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 NW0389'GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NW0389'
 NW0389'REFERENCE MARK 2, A STANDARD DISK STAMPED 45 HILL NO 2 1956,
 NW0389'IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES ABOVE
 NW0389'THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NW0389'
 NW0389'THE AZIMUTH MARK, A STANDARD DISK STAMPED 45 HILL 1956, IS
 NW0389'BRAZED TO THE TOP OF A 2-INCH IRON SOIL PIPE THAT PROJECTS ABOUT
 NW0389'14 INCHES ABOVE THE GROUND, 1 FOOT NORTH EAST OF A WHITE
 NW0389'WITNESS POST, 9 FEET EAST OF THE CENTER LINE OF A BLADED ROAD,
 NW0389'AND ABOUT 1.5 MILES WEST-SOUTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0572 ***********************************************************************
 NW0572  DESIGNATION -  45 MDC
 NW0572  PID         -  NW0572
 NW0572  STATE/COUNTY-  ID/OWYHEE
 NW0572  USGS QUAD   -  WAGON BOX BASIN (1973)
 NW0572
 NW0572                         *CURRENT SURVEY CONTROL
 NW0572  ___________________________________________________________________
 NW0572* NAD 83(1986)-  42 36 37.     (N)    116 31 37.     (W)     SCALED    
 NW0572* NAVD 88     -      1796.105  (meters)    5892.72   (feet)  POSTED    
 NW0572  ___________________________________________________________________
 NW0572  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0572  DYNAMIC HT  -        1794.910 (meters)    5888.80  (feet)  COMP
 NW0572  MODELED GRAV-     979,888.6   (mgal)                       NAVD 88
 NW0572
 NW0572  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0572
 NW0572.The horizontal coordinates were scaled from a topographic map and have
 NW0572.an estimated accuracy of +/- 6 seconds.
 NW0572
 NW0572.The orthometric height was determined by differential leveling
 NW0572.and adjusted by the National Geodetic Survey in 1992..
 NW0572.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0572.rate of 0.0 thru 1.0 mm/km.
 NW0572
 NW0572.The geoid height was determined by GEOID03.
 NW0572
 NW0572.The dynamic height is computed by dividing the NAVD 88
 NW0572.geopotential number by the normal gravity value computed on the
 NW0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0572.degrees latitude (g = 980.6199 gals.).
 NW0572
 NW0572.The modeled gravity was interpolated from observed gravity values.
 NW0572
 NW0572;                    North         East    Units  Estimated Accuracy
 NW0572;SPC ID W     -   105,100.      736,250.      MT  (+/- 180 meters Scaled)
 NW0572
 NW0572                          SUPERSEDED SURVEY CONTROL
 NW0572
 NW0572.No superseded survey control is available for this station.
 NW0572
 NW0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH388176(NAD 83)
 NW0572_MARKER: DD = SURVEY DISK
 NW0572_SETTING: 66 = SET IN ROCK OUTCROP
 NW0572_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0572_STAMPING: 45 MDC 1973 5889
 NW0572_MARK LOGO: USGS  
 NW0572_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0572+STABILITY: POSITION/ELEVATION WELL
 NW0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0572+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0572
 NW0572  HISTORY     - Date     Condition        Report By
 NW0572  HISTORY     - 1972     MONUMENTED       USGS
 NW0572
 NW0572                          STATION DESCRIPTION
 NW0572
 NW0572'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0572'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0572'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0572'4.9 MILES NORTH ALONG MUD FLAT ROAD, 1.5 MILES EAST OF MUD FLAT
 NW0572'RESOURCE AREA FIELD STATION, ON A HILL JUST BEFORE A DOWNHILL GRADE,
 NW0572'47 FEET SOUTHWEST OF TWO SMALL LONE JUNIPER TREES, 38 FEET SOUTHEAST
 NW0572'OF THE CENTERLINE OF THE ROAD, 1 FOOT HIGHER THAN THE ROAD BED,
 NW0572'CEMENTED IN A LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0382 ***********************************************************************
 NW0382  DESIGNATION -  45 WINDMILL
 NW0382  PID         -  NW0382
 NW0382  STATE/COUNTY-  ID/OWYHEE
 NW0382  USGS QUAD   -  BULL CAMP BUTTE (1973)
 NW0382
 NW0382                         *CURRENT SURVEY CONTROL
 NW0382  ___________________________________________________________________
 NW0382* NAD 83(1992)-  42 06 27.75371(N)    116 42 55.78643(W)     ADJUSTED  
 NW0382* NAVD 88     -                                                        
 NW0382  ___________________________________________________________________
 NW0382  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 NW0382  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 NW0382
 NW0382  HORZ ORDER  -  THIRD
 NW0382
 NW0382.The horizontal coordinates were established by classical geodetic methods
 NW0382.and adjusted by the National Geodetic Survey in July 1992..
 NW0382
 NW0382
 NW0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0382
 NW0382.The geoid height was determined by GEOID03.
 NW0382
 NW0382;                    North         East     Units Scale Factor Converg.
 NW0382;SPC ID W     -    49,434.980   720,147.876   MT  1.00001176   -0 38 50.7
 NW0382;SPC NV E     - 8,817,280.966   106,366.529   MT  1.00000784   -0 45 33.1
 NW0382;SPC NV E     -28,928,029.30    348,970.85   sFT  1.00000784   -0 45 33.1
 NW0382;UTM  11      - 4,661,774.343   523,522.159   MT  0.99960681   +0 11 26.8
 NW0382
 NW0382                          SUPERSEDED SURVEY CONTROL
 NW0382
 NW0382  NAD 83(1991)-  42 06 27.75455(N)    116 42 55.78689(W) AD(       ) 4
 NW0382  NAD 83(1986)-  42 06 27.75532(N)    116 42 55.78748(W) AD(       ) 4
 NW0382  NAD 27      -  42 06 28.14000(N)    116 42 52.35700(W) AD(       ) 3
 NW0382
 NW0382.Superseded values are not recommended for survey control.
 NW0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0382.See file dsdata.txt to determine how the superseded data were derived.
 NW0382
 NW0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG2352261774(NAD 83)
 NW0382
 NW0382  HISTORY     - Date     Condition        Report By
 NW0382  HISTORY     - 1956     MONUMENTED       CGS
 NW0382
 NW0382                          STATION DESCRIPTION
 NW0382
 NW0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0382'THE WINDMILL IS AN ALL METAL STRUCTURE 40 FEET HIGH TO THE
 NW0382'CENTER OF THE WHEEL.  THE TOWER HAS FOUR LEGS AND THE WHEEL IS 16
 NW0382'FEET IN DIAMETER.  THE POINT OBSERVED UPON WAS THE CENTER OF
 NW0382'THE TOWER.
 NW0382'
 NW0382'TO REACH THE WINDMILL FROM TRIANGULATION STATION MILLSEE, GO
 NW0382'NORTHEAST ON THE MAIN TRAVELED ROAD FOR 0.85 MILE TO THE AZIMUTH
 NW0382'MARK ON THE LEFT, CONTINUE FOR 0.05 MILE TO A REVERSE Y FORK.
 NW0382'TURN LEFT AND GO 2.85 MILES TO THE WINDMILL AND TANK ON THE LEFT.
 NW0382'THE WINDMILL IS 75 FEET SOUTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0368 ***********************************************************************
 NT0368  DESIGNATION -  4502
 NT0368  PID         -  NT0368
 NT0368  STATE/COUNTY-  ID/FRANKLIN
 NT0368  USGS QUAD   -  RICHMOND (1964)
 NT0368
 NT0368                         *CURRENT SURVEY CONTROL
 NT0368  ___________________________________________________________________
 NT0368* NAD 83(1986)-  41 59 57.     (N)    111 48 47.     (W)     SCALED    
 NT0368* NAVD 88     -      1373.490  (meters)    4506.19   (feet)  ADJUSTED  
 NT0368  ___________________________________________________________________
 NT0368  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 NT0368  DYNAMIC HT  -        1372.550 (meters)    4503.11  (feet)  COMP
 NT0368  MODELED GRAV-     979,890.5   (mgal)                       NAVD 88
 NT0368
 NT0368  VERT ORDER  -  SECOND    CLASS 0
 NT0368
 NT0368.The horizontal coordinates were scaled from a topographic map and have
 NT0368.an estimated accuracy of +/- 6 seconds.
 NT0368
 NT0368.The orthometric height was determined by differential leveling
 NT0368.and adjusted by the National Geodetic Survey in June 1991..
 NT0368
 NT0368.The geoid height was determined by GEOID03.
 NT0368
 NT0368.The dynamic height is computed by dividing the NAVD 88
 NT0368.geopotential number by the normal gravity value computed on the
 NT0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0368.degrees latitude (g = 980.6199 gals.).
 NT0368
 NT0368.The modeled gravity was interpolated from observed gravity values.
 NT0368
 NT0368;                    North         East    Units  Estimated Accuracy
 NT0368;SPC ID E     -    36,990.      229,300.      MT  (+/- 180 meters Scaled)
 NT0368
 NT0368                          SUPERSEDED SURVEY CONTROL
 NT0368
 NT0368  NGVD 29 (??/??/92) 1372.50   (m)         4502.9    (f) COMPUTED    2 0
 NT0368
 NT0368.Superseded values are not recommended for survey control.
 NT0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0368.See file dsdata.txt to determine how the superseded data were derived.
 NT0368
 NT0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM326500(NAD 83)
 NT0368_MARKER: O = CHISELED CIRCLE
 NT0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0368_SP_SET: CULVERT
 NT0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0368
 NT0368  HISTORY     - Date     Condition        Report By
 NT0368  HISTORY     - UNK      MONUMENTED       USGS
 NT0368  HISTORY     - 1951     GOOD             NGS
 NT0368
 NT0368                          STATION DESCRIPTION
 NT0368
 NT0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0368'1.4 MI S FROM FRANKLIN.
 NT0368'ABOUT 1.4 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 NT0368'FRANKLIN, AT THE UTAH STATE LINE, AT A RAILROAD PIPE CULVERT NO.42.69,
 NT0368'11 1/2 FEET NORTH OF A UTAH-IDAHO BOUNDARY POST, 10.3 FEET EAST OF THE
 NT0368'EAST RAIL OF THE TRACK, ON TOP AND IN THE NORTHEAST CORNER OF THE EAST
 NT0368'STONE HEADWALL OF A 24-INCH IRON PIPE CULVERT, AND ABOUT LEVEL WITH
 NT0368'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0342 ***********************************************************************
 NT0342  DESIGNATION -  4503
 NT0342  PID         -  NT0342
 NT0342  STATE/COUNTY-  ID/FRANKLIN
 NT0342  USGS QUAD   -  WESTON (1969)
 NT0342
 NT0342                         *CURRENT SURVEY CONTROL
 NT0342  ___________________________________________________________________
 NT0342* NAD 83(1986)-  42 05 46.     (N)    111 56 06.     (W)     SCALED    
 NT0342* NAVD 88     -      1373.517  (meters)    4506.28   (feet)  ADJUSTED  
 NT0342  ___________________________________________________________________
 NT0342  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NT0342  DYNAMIC HT  -        1372.581 (meters)    4503.21  (feet)  COMP
 NT0342  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 NT0342
 NT0342  VERT ORDER  -  SECOND    CLASS 0
 NT0342
 NT0342.The horizontal coordinates were scaled from a topographic map and have
 NT0342.an estimated accuracy of +/- 6 seconds.
 NT0342
 NT0342.The orthometric height was determined by differential leveling
 NT0342.and adjusted by the National Geodetic Survey in June 1991..
 NT0342
 NT0342.The geoid height was determined by GEOID03.
 NT0342
 NT0342.The dynamic height is computed by dividing the NAVD 88
 NT0342.geopotential number by the normal gravity value computed on the
 NT0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0342.degrees latitude (g = 980.6199 gals.).
 NT0342
 NT0342.The modeled gravity was interpolated from observed gravity values.
 NT0342
 NT0342;                    North         East    Units  Estimated Accuracy
 NT0342;SPC ID E     -    47,720.      219,160.      MT  (+/- 180 meters Scaled)
 NT0342
 NT0342                          SUPERSEDED SURVEY CONTROL
 NT0342
 NT0342  NGVD 29 (??/??/92) 1372.50   (m)         4502.9    (f) COMPUTED    2 0
 NT0342
 NT0342.Superseded values are not recommended for survey control.
 NT0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0342.See file dsdata.txt to determine how the superseded data were derived.
 NT0342
 NT0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM226608(NAD 83)
 NT0342_MARKER: DD = SURVEY DISK
 NT0342_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0342_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0342_STAMPING: 4503 1914
 NT0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0342
 NT0342  HISTORY     - Date     Condition        Report By
 NT0342  HISTORY     - 1914     MONUMENTED       USGS
 NT0342  HISTORY     - 1951     GOOD             NGS
 NT0342  HISTORY     - 1969     MARK NOT FOUND   USGS
 NT0342
 NT0342                          STATION DESCRIPTION
 NT0342
 NT0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0342'3.5 MI W FROM PRESTON.
 NT0342'3.5 MILES WEST ALONG THE DAYTON-PRESTON ROAD FROM THE COUNTY COURT
 NT0342'HOUSE AT PRESTON, ABOUT 3.8 MILES SOUTHEAST OF THE WEST SIDE HIGH
 NT0342'SCHOOL AT DAYTON, ABOUT 0.15 MILE EAST OF AN IRRIGATION CANAL, AT THE
 NT0342'JUNCTION OF A FARM LANE LEADING NORTHWEST, AT THE NORTH CORNER OF A
 NT0342'FIELD, 51 1/2 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM TELEGRAPH
 NT0342'POLE NO.115, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 19 FEET
 NT0342'SOUTHWEST OF A LARGE GATE POST, 1.0 FOOT EAST OF A WITNESS POST, ABOUT
 NT0342'LEVEL WITH THE ROAD, WELDED ON THE TOP OF AN IRON PIPE PROJECTING 0.3
 NT0342'FOOT ABOVE THE GROUND.
 NT0342
 NT0342                          STATION RECOVERY (1969)
 NT0342
 NT0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0366 ***********************************************************************
 NT0366  DESIGNATION -  4504
 NT0366  PID         -  NT0366
 NT0366  STATE/COUNTY-  ID/FRANKLIN
 NT0366  USGS QUAD   -  FRANKLIN (1969)
 NT0366
 NT0366                         *CURRENT SURVEY CONTROL
 NT0366  ___________________________________________________________________
 NT0366* NAD 83(1986)-  42 00 48.     (N)    111 48 25.     (W)     SCALED    
 NT0366* NAVD 88     -      1373.823  (meters)    4507.28   (feet)  ADJUSTED  
 NT0366  ___________________________________________________________________
 NT0366  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 NT0366  DYNAMIC HT  -        1372.883 (meters)    4504.20  (feet)  COMP
 NT0366  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 NT0366
 NT0366  VERT ORDER  -  SECOND    CLASS 0
 NT0366
 NT0366.The horizontal coordinates were scaled from a topographic map and have
 NT0366.an estimated accuracy of +/- 6 seconds.
 NT0366
 NT0366.The orthometric height was determined by differential leveling
 NT0366.and adjusted by the National Geodetic Survey in June 1991..
 NT0366
 NT0366.The geoid height was determined by GEOID03.
 NT0366
 NT0366.The dynamic height is computed by dividing the NAVD 88
 NT0366.geopotential number by the normal gravity value computed on the
 NT0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0366.degrees latitude (g = 980.6199 gals.).
 NT0366
 NT0366.The modeled gravity was interpolated from observed gravity values.
 NT0366
 NT0366;                    North         East    Units  Estimated Accuracy
 NT0366;SPC ID E     -    38,570.      229,800.      MT  (+/- 180 meters Scaled)
 NT0366
 NT0366                          SUPERSEDED SURVEY CONTROL
 NT0366
 NT0366  NGVD 29 (??/??/92) 1372.83   (m)         4504.0    (f) COMPUTED    2 0
 NT0366
 NT0366.Superseded values are not recommended for survey control.
 NT0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0366.See file dsdata.txt to determine how the superseded data were derived.
 NT0366
 NT0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM331515(NAD 83)
 NT0366_MARKER: P = PIPE CAP
 NT0366_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0366_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0366_STAMPING: 4504
 NT0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0366
 NT0366  HISTORY     - Date     Condition        Report By
 NT0366  HISTORY     - UNK      MONUMENTED       USGS
 NT0366  HISTORY     - 1951     GOOD             NGS
 NT0366
 NT0366                          STATION DESCRIPTION
 NT0366
 NT0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0366'IN FRANKLIN.
 NT0366'AT FRANKLIN, AT THE UNION PACIFIC COMPANY RAILROAD STATION, NEAR THE
 NT0366'SOUTH END OF A SMALL LAWN, 24.5 FEET EAST OF THE EAST RAIL, 22.5 FEET
 NT0366'NORTH OF THE NORTHWEST CORNER OF THE STATION, AND RIVETED ON TOP OF A
 NT0366'3-INCH IRON PIPE PROJECTING 0.7 FEET ABOVE THE GROUND AND ABOUT LEVEL
 NT0366'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0141 ***********************************************************************
 NU0141  DESIGNATION -  4520.8
 NU0141  PID         -  NU0141
 NU0141  STATE/COUNTY-  ID/BANNOCK
 NU0141  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0141
 NU0141                         *CURRENT SURVEY CONTROL
 NU0141  ___________________________________________________________________
 NU0141* NAD 83(1986)-  42 48 46.     (N)    112 23 58.     (W)     SCALED    
 NU0141* NAVD 88     -      1378.805  (meters)    4523.63   (feet)  ADJUSTED  
 NU0141  ___________________________________________________________________
 NU0141  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 NU0141  DYNAMIC HT  -        1378.005 (meters)    4521.00  (feet)  COMP
 NU0141  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 NU0141
 NU0141  VERT ORDER  -  SECOND    CLASS 0
 NU0141
 NU0141.The horizontal coordinates were scaled from a topographic map and have
 NU0141.an estimated accuracy of +/- 6 seconds.
 NU0141
 NU0141.The orthometric height was determined by differential leveling
 NU0141.and adjusted by the National Geodetic Survey in June 1991..
 NU0141
 NU0141.The geoid height was determined by GEOID03.
 NU0141
 NU0141.The dynamic height is computed by dividing the NAVD 88
 NU0141.geopotential number by the normal gravity value computed on the
 NU0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0141.degrees latitude (g = 980.6199 gals.).
 NU0141
 NU0141.The modeled gravity was interpolated from observed gravity values.
 NU0141
 NU0141;                    North         East    Units  Estimated Accuracy
 NU0141;SPC ID E     -   127,330.      180,960.      MT  (+/- 180 meters Scaled)
 NU0141
 NU0141                          SUPERSEDED SURVEY CONTROL
 NU0141
 NU0141  NGVD 29 (??/??/92) 1377.751  (m)         4520.17   (f) ADJ UNCH    2 0
 NU0141
 NU0141.Superseded values are not recommended for survey control.
 NU0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0141.See file dsdata.txt to determine how the superseded data were derived.
 NU0141
 NU0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN855409(NAD 83)
 NU0141_MARKER: Q = CHISELED SQUARE
 NU0141_SETTING: 80 = SET IN A BOULDER
 NU0141_SP_SET: BOULDER
 NU0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0141+STABILITY: SURFACE MOTION
 NU0141
 NU0141  HISTORY     - Date     Condition        Report By
 NU0141  HISTORY     - UNK      MONUMENTED       USGS
 NU0141  HISTORY     - 1960     GOOD             NGS
 NU0141
 NU0141                          STATION DESCRIPTION
 NU0141
 NU0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0141'4.5 MI S FROM POCATELLO.
 NU0141'ABOUT 4.5 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 NU0141'POCATELLO, BANNOCK COUNTY, ABOUT 200 FEET SOUTHWEST OF THE FARMHOUSE
 NU0141'OF JOE MUNN, ABOUT 165 FEET SOUTH OF A PIPE CULVERT, 25 FEET WEST OF
 NU0141'THE CENTER LINE OF THE HIGHWAY, ON THE TOP OF A SMALL PARTLY-BURIED
 NU0141'BOULDER, AND IN LINE WITH THE WEST RIGHT-OF-WAY FENCE AND A ROW OF
 NU0141'POLES.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0397 ***********************************************************************
 OY0397  DESIGNATION -  4540
 OY0397  PID         -  OY0397
 OY0397  STATE/COUNTY-  ID/BINGHAM
 OY0397  USGS QUAD   -  OLSEN (1973)
 OY0397
 OY0397                         *CURRENT SURVEY CONTROL
 OY0397  ___________________________________________________________________
 OY0397* NAD 83(1986)-  43 15 34.     (N)    112 33 08.     (W)     SCALED    
 OY0397* NAVD 88     -      1384.770  (meters)    4543.20   (feet)  ADJUSTED  
 OY0397  ___________________________________________________________________
 OY0397  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 OY0397  DYNAMIC HT  -        1384.046 (meters)    4540.82  (feet)  COMP
 OY0397  MODELED GRAV-     980,048.0   (mgal)                       NAVD 88
 OY0397
 OY0397  VERT ORDER  -  FIRST     CLASS II
 OY0397
 OY0397.The horizontal coordinates were scaled from a topographic map and have
 OY0397.an estimated accuracy of +/- 6 seconds.
 OY0397
 OY0397.The orthometric height was determined by differential leveling
 OY0397.and adjusted by the National Geodetic Survey in December 1992..
 OY0397
 OY0397.The geoid height was determined by GEOID03.
 OY0397
 OY0397.The dynamic height is computed by dividing the NAVD 88
 OY0397.geopotential number by the normal gravity value computed on the
 OY0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0397.degrees latitude (g = 980.6199 gals.).
 OY0397
 OY0397.The modeled gravity was interpolated from observed gravity values.
 OY0397
 OY0397;                    North         East    Units  Estimated Accuracy
 OY0397;SPC ID E     -   176,990.      168,700.      MT  (+/- 180 meters Scaled)
 OY0397
 OY0397                          SUPERSEDED SURVEY CONTROL
 OY0397
 OY0397  NAVD 88 (06/15/91) 1384.764  (m)         4543.18   (f) UNKNOWN     1 2
 OY0397  NGVD 29 (08/20/92) 1383.752  (m)         4539.86   (f) ADJUSTED    1 2
 OY0397
 OY0397.Superseded values are not recommended for survey control.
 OY0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0397.See file dsdata.txt to determine how the superseded data were derived.
 OY0397
 OY0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN740907(NAD 83)
 OY0397_MARKER: DB = BENCH MARK DISK
 OY0397_SETTING: 66 = SET IN ROCK OUTCROP
 OY0397_SP_SET: BEDROCK
 OY0397_STAMPING: 4540 1912
 OY0397_MARK LOGO: USGS  
 OY0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0397+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0397
 OY0397  HISTORY     - Date     Condition        Report By
 OY0397  HISTORY     - 1912     MONUMENTED       USGS
 OY0397  HISTORY     - 1958     GOOD             NGS
 OY0397  HISTORY     - 19920619 GOOD             NGS
 OY0397
 OY0397                          STATION DESCRIPTION
 OY0397
 OY0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0397'12.15 MI NW FROM BLACKFOOT.
 OY0397'12.15 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0397'STATION AT BLACKFOOT, 6 1/2 FEET NORTH OF THE FIRST POLE SOUTHEAST OF
 OY0397'MILEPOLE 12, IN THE TOP OF A LAVA BOULDER, 235 FEET WEST OF CULVERT
 OY0397'11.90 UNDER THE TRACK, AND 40 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OY0397'TRACK.
 OY0397
 OY0397                          STATION RECOVERY (1992)
 OY0397
 OY0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0397'17.1 KM (10.60 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY0397'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, NEAR THE
 OY0397'CENTER OF A 3 BY 4-FOOT AREA OF OUTCROPPING BEDROCK, 11.1 M (36.4 FT)
 OY0397'SOUTHWEST OF AND LEVEL WITH THE NEAR RAIL, AND 0.9 M (3.0 FT)
 OY0397'NORTHEAST OF A WITNESS POST AND CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0164 ***********************************************************************
 QB0164  DESIGNATION -  4544.28
 QB0164  PID         -  QB0164
 QB0164  STATE/COUNTY-  ID/VALLEY
 QB0164  USGS QUAD   -  SMITHS FERRY (1985)
 QB0164
 QB0164                         *CURRENT SURVEY CONTROL
 QB0164  ___________________________________________________________________
 QB0164* NAD 83(1986)-  44 18 50.     (N)    116 04 17.     (W)     SCALED    
 QB0164* NAVD 88     -      1385.256  (meters)    4544.79   (feet)  POSTED    
 QB0164  ___________________________________________________________________
 QB0164  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 QB0164  DYNAMIC HT  -        1384.630 (meters)    4542.74  (feet)  COMP
 QB0164  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 QB0164
 QB0164  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QB0164
 QB0164.The horizontal coordinates were scaled from a topographic map and have
 QB0164.an estimated accuracy of +/- 6 seconds.
 QB0164
 QB0164.The orthometric height was determined by differential leveling
 QB0164.and adjusted by the National Geodetic Survey in 1992..
 QB0164.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QB0164.rate of 4.1 thru 8.0 mm/km.
 QB0164
 QB0164.The geoid height was determined by GEOID03.
 QB0164
 QB0164.The dynamic height is computed by dividing the NAVD 88
 QB0164.geopotential number by the normal gravity value computed on the
 QB0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0164.degrees latitude (g = 980.6199 gals.).
 QB0164
 QB0164.The modeled gravity was interpolated from observed gravity values.
 QB0164
 QB0164;                    North         East    Units  Estimated Accuracy
 QB0164;SPC ID W     -   294,120.      774,360.      MT  (+/- 180 meters Scaled)
 QB0164
 QB0164                          SUPERSEDED SURVEY CONTROL
 QB0164
 QB0164  NGVD 29 (??/??/92) 1384.093  (m)         4540.98   (f) ADJ UNCH    2 0
 QB0164
 QB0164.Superseded values are not recommended for survey control.
 QB0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0164.See file dsdata.txt to determine how the superseded data were derived.
 QB0164
 QB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK740071(NAD 83)
 QB0164_MARKER: DD = SURVEY DISK
 QB0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0164_SP_SET: CULVERT
 QB0164_STAMPING: 4544.28
 QB0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0164
 QB0164  HISTORY     - Date     Condition        Report By
 QB0164  HISTORY     - UNK      MONUMENTED       IDPWD
 QB0164  HISTORY     - 1935     GOOD             NGS
 QB0164
 QB0164                          STATION DESCRIPTION
 QB0164
 QB0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0164'1.5 MI N FROM SMITHS FERRY.
 QB0164'1.5 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE FIRE WARDEN RESIDENCE
 QB0164'AT SMITHS FERRY, VALLEY COUNTY, BETWEEN TWO CURVES ABOUT 100 YARDS
 QB0164'APART, 35 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT A
 QB0164'DOUBLE 4-FOOT PIPE CULVERT, AND ABOUT 10 FEET LOWER THAN THE ROADWAY.
 QB0164'AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED 4544.28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0057 ***********************************************************************
 OY0057  DESIGNATION -  454+44.6
 OY0057  PID         -  OY0057
 OY0057  STATE/COUNTY-  ID/JEFFERSON
 OY0057  USGS QUAD   -  MARKET LAKE (1964)
 OY0057
 OY0057                         *CURRENT SURVEY CONTROL
 OY0057  ___________________________________________________________________
 OY0057* NAD 83(1992)-  43 45 23.69017(N)    112 09 16.50577(W)     ADJUSTED  
 OY0057* NAVD 88     -      1452.006  (meters)    4763.79   (feet)  ADJUSTED  
 OY0057  ___________________________________________________________________
 OY0057  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 OY0057  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OY0057  DYNAMIC HT  -        1451.300 (meters)    4761.47  (feet)  COMP
 OY0057  MODELED GRAV-     980,081.1   (mgal)                       NAVD 88
 OY0057
 OY0057  HORZ ORDER  -  SECOND
 OY0057  VERT ORDER  -  FIRST     CLASS II
 OY0057
 OY0057.The horizontal coordinates were established by classical geodetic methods
 OY0057.and adjusted by the National Geodetic Survey in July 1992..
 OY0057
 OY0057.The orthometric height was determined by differential leveling
 OY0057.and adjusted by the National Geodetic Survey in June 1991..
 OY0057
 OY0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0057
 OY0057.The geoid height was determined by GEOID03.
 OY0057
 OY0057.The dynamic height is computed by dividing the NAVD 88
 OY0057.geopotential number by the normal gravity value computed on the
 OY0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0057.degrees latitude (g = 980.6199 gals.).
 OY0057
 OY0057.The modeled gravity was interpolated from observed gravity values.
 OY0057
 OY0057;                    North         East     Units Scale Factor Converg.
 OY0057;SPC ID E     -   232,150.395   200,972.931   MT  0.99994738   +0 00 30.1
 OY0057;UTM  12      - 4,845,485.080   407,054.279   MT  0.99970626   -0 47 54.8
 OY0057
 OY0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0057!SPC ID E     -   0.99977416  x   0.99994738  =   0.99972155
 OY0057!UTM  12      -   0.99977416  x   0.99970626  =   0.99948049
 OY0057
 OY0057                          SUPERSEDED SURVEY CONTROL
 OY0057
 OY0057  NAD 83(1986)-  43 45 23.68395(N)    112 09 16.49297(W) AD(       ) 2
 OY0057  NAD 27      -  43 45 24.00250(N)    112 09 13.57750(W) AD(       ) 2
 OY0057  NGVD 29 (??/??/92) 1450.945  (m)         4760.31   (f) ADJ UNCH    1 2
 OY0057
 OY0057.Superseded values are not recommended for survey control.
 OY0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0057.See file dsdata.txt to determine how the superseded data were derived.
 OY0057
 OY0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0705445485(NAD 83)
 OY0057_MARKER: DD = SURVEY DISK
 OY0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0057_STAMPING: 454+44.6
 OY0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0057+STABILITY: SURFACE MOTION
 OY0057
 OY0057  HISTORY     - Date     Condition        Report By
 OY0057  HISTORY     - 1959     MONUMENTED       CGS
 OY0057  HISTORY     - 1967     GOOD             NGS
 OY0057  HISTORY     - 19920530 MARK NOT FOUND   NGS
 OY0057
 OY0057                          STATION DESCRIPTION
 OY0057
 OY0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0057'SEE STATION IDA 15-119
 OY0057
 OY0057                          STATION RECOVERY (1967)
 OY0057
 OY0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0057'3.15 MI N FROM ROBERTS.
 OY0057'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 OY0057'RAILROAD STATION AT ROBERTS, THENCE 2.05 MILES NORTH ALONG INTERSTATE
 OY0057'HIGHWAY 15, AT THE JUNCTION OF AN ABANDONED ROAD, 100 1/2 FEET EAST OF
 OY0057'EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 31.85 FEET
 OY0057'SOUTHEAST OF TRIANGULATION STATION IDA 15-119 1959, 0.8 FOOT NORTH OF
 OY0057'THE EXTENDED CENTER LINE OF THE ABANDONED ROAD EAST, 2 1/2 FEET SOUTH
 OY0057'OF A T JUNCTION OF FENCES, 1.3 FEET WEST OF A FENCE, ABOUT 2 1/2 FEET
 OY0057'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OY0057'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0057
 OY0057                          STATION RECOVERY (1992)
 OY0057
 OY0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0057'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0638 ***********************************************************************
 NV0638  DESIGNATION -  4546
 NV0638  PID         -  NV0638
 NV0638  STATE/COUNTY-  ID/OWYHEE
 NV0638  USGS QUAD   -  AUSTIN BUTTE (1980)
 NV0638
 NV0638                         *CURRENT SURVEY CONTROL
 NV0638  ___________________________________________________________________
 NV0638* NAD 83(1986)-  42 30 07.     (N)    115 44 52.     (W)     SCALED    
 NV0638* NAVD 88     -      1386.156  (meters)    4547.75   (feet)  ADJUSTED  
 NV0638  ___________________________________________________________________
 NV0638  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 NV0638  DYNAMIC HT  -        1385.330 (meters)    4545.04  (feet)  COMP
 NV0638  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 NV0638
 NV0638  VERT ORDER  -  FIRST     CLASS II
 NV0638
 NV0638.The horizontal coordinates were scaled from a topographic map and have
 NV0638.an estimated accuracy of +/- 6 seconds.
 NV0638
 NV0638.The orthometric height was determined by differential leveling
 NV0638.and adjusted by the National Geodetic Survey in June 1991..
 NV0638
 NV0638.The geoid height was determined by GEOID03.
 NV0638
 NV0638.The dynamic height is computed by dividing the NAVD 88
 NV0638.geopotential number by the normal gravity value computed on the
 NV0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0638.degrees latitude (g = 980.6199 gals.).
 NV0638
 NV0638.The modeled gravity was interpolated from observed gravity values.
 NV0638
 NV0638;                    North         East    Units  Estimated Accuracy
 NV0638;SPC ID W     -    92,770.      800,180.      MT  (+/- 180 meters Scaled)
 NV0638
 NV0638                          SUPERSEDED SURVEY CONTROL
 NV0638
 NV0638  NGVD 29 (??/??/92) 1385.123  (m)         4544.36   (f) ADJ UNCH    1 2
 NV0638
 NV0638.Superseded values are not recommended for survey control.
 NV0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0638.See file dsdata.txt to determine how the superseded data were derived.
 NV0638
 NV0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH028062(NAD 83)
 NV0638_MARKER: P = PIPE CAP
 NV0638_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0638_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0638_STAMPING: 4546
 NV0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0638
 NV0638  HISTORY     - Date     Condition        Report By
 NV0638  HISTORY     - UNK      MONUMENTED       USGLO
 NV0638  HISTORY     - 1934     GOOD             NGS
 NV0638  HISTORY     - 1974     GOOD             USGS
 NV0638
 NV0638                          STATION DESCRIPTION
 NV0638
 NV0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0638'24.2 MI SW FROM HOT SPRING.
 NV0638'24.2 MILES SOUTHWEST ALONG THE ROAD BRUNEAU RIVER AT HOT SPRING,
 NV0638'OWYHEE COUNTY, 2.5 MILES WEST OF A PROMINENT ROCKY BUTTE, AT THE
 NV0638'SUMMIT OF A HILL, AND 6 FEET FROM THE EDGE OF THE ROAD. A UNITED
 NV0638'STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED 4546 AND RIVETED ON
 NV0638'THE TOP OF AN IRON PIPE.
 NV0638
 NV0638                          STATION RECOVERY (1974)
 NV0638
 NV0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0638'HOT SPRING, 24.2 MI. SOUTHWEST OF ALONG OLD ROAD TO GRASMERE FROM THE
 NV0638'BRIDGE OVER THE BRUNEAU RIVER. 5.2 MI. NORTHEAST OF THE OLD
 NV0638'BLACKSTONE RANCH HOUSE. AT THE SUMMIT OF A SADDLE BETWEEN 2 LOW
 NV0638'HILLS, 350 WEST OF THE EASTERN AND ROCK COVERED ONE. 6 FT. NORTHWEST
 NV0638'OF CENTER OF ROAD. A UNITED STATES GENERAL LAND OFFICE STANDARD CAP
 NV0638'STAMPED 4545.896 1911 AND RIVETED ON TOP OF AN IRON PIPE PROJECTING
 NV0638'0.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0166 ***********************************************************************
 QB0166  DESIGNATION -  4548.95
 QB0166  PID         -  QB0166
 QB0166  STATE/COUNTY-  ID/VALLEY
 QB0166  USGS QUAD   -  SMITHS FERRY (1985)
 QB0166
 QB0166                         *CURRENT SURVEY CONTROL
 QB0166  ___________________________________________________________________
 QB0166* NAD 83(1986)-  44 18 04.     (N)    116 05 21.     (W)     SCALED    
 QB0166* NAVD 88     -      1386.662  (meters)    4549.41   (feet)  ADJUSTED  
 QB0166  ___________________________________________________________________
 QB0166  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 QB0166  DYNAMIC HT  -        1386.047 (meters)    4547.39  (feet)  COMP
 QB0166  MODELED GRAV-     980,126.1   (mgal)                       NAVD 88
 QB0166
 QB0166  VERT ORDER  -  SECOND    CLASS 0
 QB0166
 QB0166.The horizontal coordinates were scaled from a topographic map and have
 QB0166.an estimated accuracy of +/- 6 seconds.
 QB0166
 QB0166.The orthometric height was determined by differential leveling
 QB0166.and adjusted by the National Geodetic Survey in June 1991..
 QB0166
 QB0166.The geoid height was determined by GEOID03.
 QB0166
 QB0166.The dynamic height is computed by dividing the NAVD 88
 QB0166.geopotential number by the normal gravity value computed on the
 QB0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0166.degrees latitude (g = 980.6199 gals.).
 QB0166
 QB0166.The modeled gravity was interpolated from observed gravity values.
 QB0166
 QB0166;                    North         East    Units  Estimated Accuracy
 QB0166;SPC ID W     -   292,700.      772,940.      MT  (+/- 180 meters Scaled)
 QB0166
 QB0166                          SUPERSEDED SURVEY CONTROL
 QB0166
 QB0166  NGVD 29 (??/??/92) 1385.496  (m)         4545.58   (f) ADJ UNCH    2 0
 QB0166
 QB0166.Superseded values are not recommended for survey control.
 QB0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0166.See file dsdata.txt to determine how the superseded data were derived.
 QB0166
 QB0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK726057(NAD 83)
 QB0166_MARKER: DB = BENCH MARK DISK
 QB0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0166_SP_SET: CULVERT
 QB0166_STAMPING: 4548.95 - 1931
 QB0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0166
 QB0166  HISTORY     - Date     Condition        Report By
 QB0166  HISTORY     - 1931     MONUMENTED       BPR
 QB0166  HISTORY     - 1952     MARK NOT FOUND   USGS
 QB0166
 QB0166                          STATION DESCRIPTION
 QB0166
 QB0166'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QB0166'IN SMITHS FERRY.
 QB0166'AT SMITHS FERRY, VALLEY COUNTY, ABOUT 0.2 MILE SOUTH OF THE CROSSING
 QB0166'OF STATE HIGHWAY 15 AND THE OLA ROAD, ABOUT 60 YARDS NORTH OF THE FIRE
 QB0166'WARDEN RESIDENCE, 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 QB0166'IN THE TOP OF THE CONCRETE HEAD WALL OF A 1-1/2-FOOT PIPE CULVERT. A
 QB0166'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 4548.95
 QB0166'1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0386 ***********************************************************************
 OZ0386  DESIGNATION -  4556.6
 OZ0386  PID         -  OZ0386
 OZ0386  STATE/COUNTY-  ID/ELMORE
 OZ0386  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0386
 OZ0386                         *CURRENT SURVEY CONTROL
 OZ0386  ___________________________________________________________________
 OZ0386* NAD 83(1986)-  43 49 55.     (N)    115 21 30.     (W)     SCALED    
 OZ0386* NAVD 88     -      1389.790  (meters)    4559.67   (feet)  ADJUSTED  
 OZ0386  ___________________________________________________________________
 OZ0386  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 OZ0386  DYNAMIC HT  -        1389.038 (meters)    4557.20  (feet)  COMP
 OZ0386  MODELED GRAV-     980,031.0   (mgal)                       NAVD 88
 OZ0386
 OZ0386  VERT ORDER  -  SECOND    CLASS 0
 OZ0386
 OZ0386.The horizontal coordinates were scaled from a topographic map and have
 OZ0386.an estimated accuracy of +/- 6 seconds.
 OZ0386
 OZ0386.The orthometric height was determined by differential leveling
 OZ0386.and adjusted by the National Geodetic Survey in June 1991..
 OZ0386
 OZ0386.The geoid height was determined by GEOID03.
 OZ0386
 OZ0386.The dynamic height is computed by dividing the NAVD 88
 OZ0386.geopotential number by the normal gravity value computed on the
 OZ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0386.degrees latitude (g = 980.6199 gals.).
 OZ0386
 OZ0386.The modeled gravity was interpolated from observed gravity values.
 OZ0386
 OZ0386;                    North         East    Units  Estimated Accuracy
 OZ0386;SPC ID W     -   240,600.      831,500.      MT  (+/- 180 meters Scaled)
 OZ0386
 OZ0386                          SUPERSEDED SURVEY CONTROL
 OZ0386
 OZ0386  NGVD 29 (??/??/92) 1388.609  (m)         4555.79   (f) ADJ UNCH    2 0
 OZ0386
 OZ0386.Superseded values are not recommended for survey control.
 OZ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0386.See file dsdata.txt to determine how the superseded data were derived.
 OZ0386
 OZ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ319545(NAD 83)
 OZ0386_MARKER: N = NAIL
 OZ0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0386_SP_SET: TREE
 OZ0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0386
 OZ0386  HISTORY     - Date     Condition        Report By
 OZ0386  HISTORY     - UNK      MONUMENTED       USGS
 OZ0386  HISTORY     - 1950     GOOD             NGS
 OZ0386
 OZ0386                          STATION DESCRIPTION
 OZ0386
 OZ0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0386'16.1 MI W FROM ATLANTA.
 OZ0386'15.2 MILES WEST ALONG THE MIDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0386'OFFICE AT ATLANTA, THENCE 0.9 MILE NORTH ALONG A GRADED FOREST SERVICE
 OZ0386'ROAD, 7.2 MILES SOUTH OF THE DEER PARK GUARD STATION, 0.4 MILE NORTH
 OZ0386'OF THE MOUTH OF SWANHOLM CREEK, 0.25 MILE NORTH OF THE JUNCTION OF A
 OZ0386'DIRT ROAD LEADING NORTHEAST TO WEATHERBY MILL, 117 FEET WEST OF AND
 OZ0386'ACROSS THE ROAD FROM BENCH MARK K 338, 20 1/2 FEET SOUTHWEST OF THE
 OZ0386'CENTER LINE OF THE ROAD, ABOUT 19 FEET NORTHEAST OF THE NORTHEAST BANK
 OZ0386'OF SWANHOLM CREEK, ABOUT LEVEL WITH THE ROAD, IN THE TOP OF A ROOT ON
 OZ0386'THE NORTH SIDE OF A 36-INCH PINE TREE AND MARKED BY THE WHITE PAINTED
 OZ0386'LETTERS AND NUMBERS US 4556/7 B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0398 ***********************************************************************
 RY0398  DESIGNATION -  4563.21 RM
 RY0398  PID         -  RY0398
 RY0398  STATE/COUNTY-  ID/CLEARWATER
 RY0398  USGS QUAD   -  FRENCH MOUNTAIN (1994)
 RY0398
 RY0398                         *CURRENT SURVEY CONTROL
 RY0398  ___________________________________________________________________
 RY0398* NAD 83(1986)-  46 30 00.     (N)    115 41 48.     (W)     SCALED    
 RY0398* NAVD 88     -      1391.930  (meters)    4566.69   (feet)  ADJUSTED  
 RY0398  ___________________________________________________________________
 RY0398  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 RY0398  DYNAMIC HT  -        1391.634 (meters)    4565.72  (feet)  COMP
 RY0398  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 RY0398
 RY0398  VERT ORDER  -  FIRST     CLASS II
 RY0398
 RY0398.The horizontal coordinates were scaled from a topographic map and have
 RY0398.an estimated accuracy of +/- 6 seconds.
 RY0398
 RY0398.The orthometric height was determined by differential leveling
 RY0398.and adjusted by the National Geodetic Survey in June 1991..
 RY0398
 RY0398.The geoid height was determined by GEOID03.
 RY0398
 RY0398.The dynamic height is computed by dividing the NAVD 88
 RY0398.geopotential number by the normal gravity value computed on the
 RY0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0398.degrees latitude (g = 980.6199 gals.).
 RY0398
 RY0398.The modeled gravity was interpolated from observed gravity values.
 RY0398
 RY0398;                    North         East    Units  Estimated Accuracy
 RY0398;SPC ID W     -   537,020.      804,090.      MT  (+/- 180 meters Scaled)
 RY0398
 RY0398                          SUPERSEDED SURVEY CONTROL
 RY0398
 RY0398  NGVD 29 (??/??/92) 1390.747  (m)         4562.81   (f) ADJ UNCH    1 2
 RY0398
 RY0398.Superseded values are not recommended for survey control.
 RY0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0398.See file dsdata.txt to determine how the superseded data were derived.
 RY0398
 RY0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM000504(NAD 83)
 RY0398_MARKER: N = NAIL
 RY0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0398_SP_SET: TREE
 RY0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0398
 RY0398  HISTORY     - Date     Condition        Report By
 RY0398  HISTORY     - UNK      MONUMENTED       USGS
 RY0398  HISTORY     - 1950     GOOD             NGS
 RY0398
 RY0398                          STATION DESCRIPTION
 RY0398
 RY0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0398'10.5 MI E FROM PIERCE.
 RY0398'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0398'PIERCE, THENCE 9.8 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 0.1 MILE
 RY0398'NORTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING NORTHEAST TO FRENCH
 RY0398'MOUNTAIN LOOKOUT, 102 FEET SOUTHWEST OF A SIGN READING FRENCH CREEK,
 RY0398'57 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM B.M. R 172, 21 1/2 FEET
 RY0398'SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE NORTHWEST BASE OF A
 RY0398'36-INCH WHITE PINE TREE MARKED WITH A WHITE PAINTED TRIANGULAR BLAZE
 RY0398'AND THE WHITE PAINTED LETTERS R M, AND ABOUT 1/2 FOOT HIGHER THAN THE
 RY0398'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0141 ***********************************************************************
 OZ0141  DESIGNATION -  4564.36
 OZ0141  PID         -  OZ0141
 OZ0141  STATE/COUNTY-  ID/GOODING
 OZ0141  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0141
 OZ0141                         *CURRENT SURVEY CONTROL
 OZ0141  ___________________________________________________________________
 OZ0141* NAD 83(1986)-  43 06 44.     (N)    114 40 05.     (W)     SCALED    
 OZ0141* NAVD 88     -      1391.102  (meters)    4563.97   (feet)  ADJUSTED  
 OZ0141  ___________________________________________________________________
 OZ0141  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 OZ0141  DYNAMIC HT  -        1390.333 (meters)    4561.45  (feet)  COMP
 OZ0141  MODELED GRAV-     980,019.0   (mgal)                       NAVD 88
 OZ0141
 OZ0141  VERT ORDER  -  SECOND    CLASS 0
 OZ0141
 OZ0141.The horizontal coordinates were scaled from a topographic map and have
 OZ0141.an estimated accuracy of +/- 6 seconds.
 OZ0141
 OZ0141.The orthometric height was determined by differential leveling
 OZ0141.and adjusted by the National Geodetic Survey in June 1991..
 OZ0141
 OZ0141.The geoid height was determined by GEOID03.
 OZ0141
 OZ0141.The dynamic height is computed by dividing the NAVD 88
 OZ0141.geopotential number by the normal gravity value computed on the
 OZ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0141.degrees latitude (g = 980.6199 gals.).
 OZ0141
 OZ0141.The modeled gravity was interpolated from observed gravity values.
 OZ0141
 OZ0141;                    North         East    Units  Estimated Accuracy
 OZ0141;SPC ID C     -   160,780.      445,630.      MT  (+/- 180 meters Scaled)
 OZ0141
 OZ0141                          SUPERSEDED SURVEY CONTROL
 OZ0141
 OZ0141  NGVD 29 (??/??/92) 1390.127  (m)         4560.77   (f) ADJ UNCH    2 0
 OZ0141
 OZ0141.Superseded values are not recommended for survey control.
 OZ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0141.See file dsdata.txt to determine how the superseded data were derived.
 OZ0141
 OZ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH897759(NAD 83)
 OZ0141_MARKER: DD = SURVEY DISK
 OZ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0141_STAMPING: 4564.36 685-91
 OZ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0141+STABILITY: SURFACE MOTION
 OZ0141
 OZ0141  HISTORY     - Date     Condition        Report By
 OZ0141  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0141  HISTORY     - 1950     GOOD             NGS
 OZ0141  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0141
 OZ0141                          STATION DESCRIPTION
 OZ0141
 OZ0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0141'13.1 MI N FROM GOODING.
 OZ0141'13.1 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0141'GOODING, 0.4 MILE NORTH OF THE JUNCTION OF A TRACK ROAD LEADING
 OZ0141'NORTHWEST, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 OZ0141'WEST OF THE WEST EDGE OF AN AREA OF LAVA ROCK OUTCROP, ABOUT 1 FOOT
 OZ0141'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0141'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OZ0141
 OZ0141                          STATION RECOVERY (1957)
 OZ0141
 OZ0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0405 ***********************************************************************
 OZ0405  DESIGNATION -  4587.4
 OZ0405  PID         -  OZ0405
 OZ0405  STATE/COUNTY-  ID/BOISE
 OZ0405  USGS QUAD   -  BEAR RIVER (1972)
 OZ0405
 OZ0405                         *CURRENT SURVEY CONTROL
 OZ0405  ___________________________________________________________________
 OZ0405* NAD 83(1986)-  43 53 40.     (N)    115 28 24.     (W)     SCALED    
 OZ0405* NAVD 88     -      1399.206  (meters)    4590.56   (feet)  ADJUSTED  
 OZ0405  ___________________________________________________________________
 OZ0405  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 OZ0405  DYNAMIC HT  -        1398.475 (meters)    4588.16  (feet)  COMP
 OZ0405  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 OZ0405
 OZ0405  VERT ORDER  -  SECOND    CLASS 0
 OZ0405
 OZ0405.The horizontal coordinates were scaled from a topographic map and have
 OZ0405.an estimated accuracy of +/- 6 seconds.
 OZ0405
 OZ0405.The orthometric height was determined by differential leveling
 OZ0405.and adjusted by the National Geodetic Survey in June 1991..
 OZ0405
 OZ0405.The geoid height was determined by GEOID03.
 OZ0405
 OZ0405.The dynamic height is computed by dividing the NAVD 88
 OZ0405.geopotential number by the normal gravity value computed on the
 OZ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0405.degrees latitude (g = 980.6199 gals.).
 OZ0405
 OZ0405.The modeled gravity was interpolated from observed gravity values.
 OZ0405
 OZ0405;                    North         East    Units  Estimated Accuracy
 OZ0405;SPC ID W     -   247,500.      822,230.      MT  (+/- 180 meters Scaled)
 OZ0405
 OZ0405                          SUPERSEDED SURVEY CONTROL
 OZ0405
 OZ0405  NGVD 29 (??/??/92) 1398.044  (m)         4586.75   (f) ADJ UNCH    2 0
 OZ0405
 OZ0405.Superseded values are not recommended for survey control.
 OZ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0405.See file dsdata.txt to determine how the superseded data were derived.
 OZ0405
 OZ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ226612(NAD 83)
 OZ0405_MARKER: N = NAIL
 OZ0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0405_SP_SET: TREE
 OZ0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0405
 OZ0405  HISTORY     - Date     Condition        Report By
 OZ0405  HISTORY     - UNK      MONUMENTED       USGS
 OZ0405  HISTORY     - 1950     GOOD             NGS
 OZ0405
 OZ0405                          STATION DESCRIPTION
 OZ0405
 OZ0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0405'4.2 MI W FROM DEER PARK GUARD STATION.
 OZ0405'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0405'THENCE 3.8 MILES WEST ALONG A FOREST SERVICE ROAD, 75.2 FEET WEST OF
 OZ0405'BENCH MARK 98 E (USGS), 56 FEET NORTH OF A 30-INCH TRIANGULAR-BLAZED
 OZ0405'PINE TREE, 46 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 4
 OZ0405'FEET HIGHER THAN THE ROAD, IN THE TOP OF A ROOT ON THE SOUTH SIDE OF A
 OZ0405'24-INCH PINE TREE, AND MARKED BY THE WHITE PAINTED LETTERS RM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0366 ***********************************************************************
 OZ0366  DESIGNATION -  46 E
 OZ0366  PID         -  OZ0366
 OZ0366  STATE/COUNTY-  ID/ELMORE
 OZ0366  USGS QUAD   -  ATLANTA EAST (1972)
 OZ0366
 OZ0366                         *CURRENT SURVEY CONTROL
 OZ0366  ___________________________________________________________________
 OZ0366* NAD 83(1986)-  43 48 57.     (N)    115 06 16.     (W)     SCALED    
 OZ0366* NAVD 88     -      1657.893  (meters)    5439.27   (feet)  ADJUSTED  
 OZ0366  ___________________________________________________________________
 OZ0366  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 OZ0366  DYNAMIC HT  -        1656.827 (meters)    5435.77  (feet)  COMP
 OZ0366  MODELED GRAV-     979,919.1   (mgal)                       NAVD 88
 OZ0366
 OZ0366  VERT ORDER  -  SECOND    CLASS 0
 OZ0366
 OZ0366.The horizontal coordinates were scaled from a topographic map and have
 OZ0366.an estimated accuracy of +/- 6 seconds.
 OZ0366
 OZ0366.The orthometric height was determined by differential leveling
 OZ0366.and adjusted by the National Geodetic Survey in June 1991..
 OZ0366
 OZ0366.The geoid height was determined by GEOID03.
 OZ0366
 OZ0366.The dynamic height is computed by dividing the NAVD 88
 OZ0366.geopotential number by the normal gravity value computed on the
 OZ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0366.degrees latitude (g = 980.6199 gals.).
 OZ0366
 OZ0366.The modeled gravity was interpolated from observed gravity values.
 OZ0366
 OZ0366;                    North         East    Units  Estimated Accuracy
 OZ0366;SPC ID W     -   238,930.      851,930.      MT  (+/- 180 meters Scaled)
 OZ0366
 OZ0366                          SUPERSEDED SURVEY CONTROL
 OZ0366
 OZ0366  NGVD 29 (??/??/92) 1656.556  (m)         5434.88   (f) ADJ UNCH    2 0
 OZ0366
 OZ0366.Superseded values are not recommended for survey control.
 OZ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0366.See file dsdata.txt to determine how the superseded data were derived.
 OZ0366
 OZ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ524531(NAD 83)
 OZ0366_MARKER: DD = SURVEY DISK
 OZ0366_SETTING: 80 = SET IN A BOULDER
 OZ0366_SP_SET: BOULDER
 OZ0366_STAMPING: 46 E 1936
 OZ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0366+STABILITY: SURFACE MOTION
 OZ0366
 OZ0366  HISTORY     - Date     Condition        Report By
 OZ0366  HISTORY     - 1936     MONUMENTED       USGS
 OZ0366  HISTORY     - 1951     GOOD             NGS
 OZ0366
 OZ0366                          STATION DESCRIPTION
 OZ0366
 OZ0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OZ0366'1.8 MI NE FROM ATLANTA.
 OZ0366'1.8 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0366'POST OFFICE AT ATLANTA, 182 YARDS NORTHEAST OF THE NORTHEAST END OF AN
 OZ0366'OLD ABANDONED BRIDGE OVER MIDDLE FORK BOISE RIVER, IN THE TOP OF A
 OZ0366'BOULDER WHICH PROJECTS 2 FEET ABOVE THE GROUND, 42 FEET SOUTH OF THE
 OZ0366'CENTER LINE OF THE ROAD, 31 FEET SOUTH OF A 28-INCH TRIANGLE-BLAZED
 OZ0366'PINE TREE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND MARKED BY THE WHITE
 OZ0366'PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0516 ***********************************************************************
 NW0516  DESIGNATION -  46 EMH
 NW0516  PID         -  NW0516
 NW0516  STATE/COUNTY-  ID/OWYHEE
 NW0516  USGS QUAD   -  TURNER TABLE (1972)
 NW0516
 NW0516                         *CURRENT SURVEY CONTROL
 NW0516  ___________________________________________________________________
 NW0516* NAD 83(1986)-  42 27 00.     (N)    116 08 47.     (W)     SCALED    
 NW0516* NAVD 88     -      1743.614  (meters)    5720.51   (feet)  POSTED    
 NW0516  ___________________________________________________________________
 NW0516  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 NW0516  DYNAMIC HT  -        1742.420 (meters)    5716.59  (feet)  COMP
 NW0516  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 NW0516
 NW0516  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0516
 NW0516.The horizontal coordinates were scaled from a topographic map and have
 NW0516.an estimated accuracy of +/- 6 seconds.
 NW0516
 NW0516.The orthometric height was determined by differential leveling
 NW0516.and adjusted by the National Geodetic Survey in 1992..
 NW0516.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0516.rate of 0.0 thru 1.0 mm/km.
 NW0516
 NW0516.The geoid height was determined by GEOID03.
 NW0516
 NW0516.The dynamic height is computed by dividing the NAVD 88
 NW0516.geopotential number by the normal gravity value computed on the
 NW0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0516.degrees latitude (g = 980.6199 gals.).
 NW0516
 NW0516.The modeled gravity was interpolated from observed gravity values.
 NW0516
 NW0516;                    North         East    Units  Estimated Accuracy
 NW0516;SPC ID W     -    87,080.      767,390.      MT  (+/- 180 meters Scaled)
 NW0516
 NW0516                          SUPERSEDED SURVEY CONTROL
 NW0516
 NW0516.No superseded survey control is available for this station.
 NW0516
 NW0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH701000(NAD 83)
 NW0516_MARKER: DD = SURVEY DISK
 NW0516_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0516_SP_SET: COPPER-CLAD STEEL ROD
 NW0516_STAMPING: 46 EMH 1972 5716
 NW0516_MARK LOGO: USGS  
 NW0516_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0516+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0516
 NW0516  HISTORY     - Date     Condition        Report By
 NW0516  HISTORY     - 1972     MONUMENTED       USGS
 NW0516
 NW0516                          STATION DESCRIPTION
 NW0516
 NW0516'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0516'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0516'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0516'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0516'TRACK ROAD, THENCE 15.2 MILES SOUTHEAST ALONG TRACK ROAD, THENCE 9.1
 NW0516'MILES EAST ALONG TRACK ROAD, 10.9 MILES EAST OF UPPER BATTLE CREEK
 NW0516'CROSSING, 260 FEET EAST OF THE CENTERLINE OF JACKS CREEK, 26 FEET
 NW0516'NORTH AND ABOUT 1.0 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD,
 NW0516'A 5/8-INCH COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE
 NW0516'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1444 ***********************************************************************
 OH1444  DESIGNATION -  46 FMK
 OH1444  PID         -  OH1444
 OH1444  STATE/COUNTY-  ID/OWYHEE
 OH1444  USGS QUAD   -  OREANA (1992)
 OH1444
 OH1444                         *CURRENT SURVEY CONTROL
 OH1444  ___________________________________________________________________
 OH1444* NAD 83(1986)-  43 02 20.     (N)    116 24 31.     (W)     SCALED    
 OH1444* NAVD 88     -       875.427  (meters)    2872.13   (feet)  POSTED    
 OH1444  ___________________________________________________________________
 OH1444  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 OH1444  DYNAMIC HT  -         875.020 (meters)    2870.79  (feet)  COMP
 OH1444  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 OH1444
 OH1444  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OH1444
 OH1444.The horizontal coordinates were scaled from a topographic map and have
 OH1444.an estimated accuracy of +/- 6 seconds.
 OH1444
 OH1444.The orthometric height was determined by differential leveling
 OH1444.and adjusted by the National Geodetic Survey in 1992..
 OH1444.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OH1444.rate of 1.1 thru 2.0 mm/km.
 OH1444
 OH1444.The geoid height was determined by GEOID03.
 OH1444
 OH1444.The dynamic height is computed by dividing the NAVD 88
 OH1444.geopotential number by the normal gravity value computed on the
 OH1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1444.degrees latitude (g = 980.6199 gals.).
 OH1444
 OH1444.The modeled gravity was interpolated from observed gravity values.
 OH1444
 OH1444;                    North         East    Units  Estimated Accuracy
 OH1444;SPC ID W     -   152,630.      746,330.      MT  (+/- 180 meters Scaled)
 OH1444
 OH1444                          SUPERSEDED SURVEY CONTROL
 OH1444
 OH1444  NGVD 29 (??/??/92)  874.46   (m)         2869.0    (f) COMPUTED    2 0
 OH1444
 OH1444.Superseded values are not recommended for survey control.
 OH1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1444.See file dsdata.txt to determine how the superseded data were derived.
 OH1444
 OH1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH481653(NAD 83)
 OH1444_MARKER: DD = SURVEY DISK
 OH1444_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OH1444_SP_SET: PREFAB CONC. POST IN EARTH
 OH1444_STAMPING: 46 FMK 1964
 OH1444_MARK LOGO: USGS  
 OH1444_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OH1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1444+SATELLITE: SATELLITE OBSERVATIONS - 1964
 OH1444
 OH1444  HISTORY     - Date     Condition        Report By
 OH1444  HISTORY     - 1964     MONUMENTED       USGS
 OH1444
 OH1444                          STATION DESCRIPTION
 OH1444
 OH1444'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 OH1444'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 OH1444'COUNTY ROAD, THENCE 0.8 MILES SOUTHWEST ALONG THE OREANA-TRIANGLE
 OH1444'ROAD, AT THE TOP OF A SLIGHT GRADE AND Y-ROAD FORK, 25 FEET NORTHWEST
 OH1444'OF THE ROAD, 5 FEET NORTHWEST OF A FENCE CORNER AND WITNESS POST AND 3
 OH1444'FEET EAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0573 ***********************************************************************
 NW0573  DESIGNATION -  46 MDC
 NW0573  PID         -  NW0573
 NW0573  STATE/COUNTY-  ID/OWYHEE
 NW0573  USGS QUAD   -  WAGON BOX BASIN (1973)
 NW0573
 NW0573                         *CURRENT SURVEY CONTROL
 NW0573  ___________________________________________________________________
 NW0573* NAD 83(1986)-  42 37 04.     (N)    116 30 36.     (W)     SCALED    
 NW0573* NAVD 88     -      1833.030  (meters)    6013.87   (feet)  POSTED    
 NW0573  ___________________________________________________________________
 NW0573  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 NW0573  DYNAMIC HT  -        1831.810 (meters)    6009.86  (feet)  COMP
 NW0573  MODELED GRAV-     979,887.7   (mgal)                       NAVD 88
 NW0573
 NW0573  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0573
 NW0573.The horizontal coordinates were scaled from a topographic map and have
 NW0573.an estimated accuracy of +/- 6 seconds.
 NW0573
 NW0573.The orthometric height was determined by differential leveling
 NW0573.and adjusted by the National Geodetic Survey in 1992..
 NW0573.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0573.rate of 0.0 thru 1.0 mm/km.
 NW0573
 NW0573.The geoid height was determined by GEOID03.
 NW0573
 NW0573.The dynamic height is computed by dividing the NAVD 88
 NW0573.geopotential number by the normal gravity value computed on the
 NW0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0573.degrees latitude (g = 980.6199 gals.).
 NW0573
 NW0573.The modeled gravity was interpolated from observed gravity values.
 NW0573
 NW0573;                    North         East    Units  Estimated Accuracy
 NW0573;SPC ID W     -   105,920.      737,650.      MT  (+/- 180 meters Scaled)
 NW0573
 NW0573                          SUPERSEDED SURVEY CONTROL
 NW0573
 NW0573.No superseded survey control is available for this station.
 NW0573
 NW0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH401184(NAD 83)
 NW0573_MARKER: DD = SURVEY DISK
 NW0573_SETTING: 66 = SET IN ROCK OUTCROP
 NW0573_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0573_STAMPING: 46 MDC 1973 6010
 NW0573_MARK LOGO: USGS  
 NW0573_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0573+STABILITY: POSITION/ELEVATION WELL
 NW0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0573+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0573
 NW0573  HISTORY     - Date     Condition        Report By
 NW0573  HISTORY     - 1972     MONUMENTED       USGS
 NW0573
 NW0573                          STATION DESCRIPTION
 NW0573
 NW0573'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0573'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0573'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0573'3.9 MILES NORTH ALONG MUD FLAT ROAD, 2.6 MILES EAST OF MUD FLAT
 NW0573'RESOURCE AREA FIELD STATION, AT THE TOP OF A SMALL SUMMIT, 21 FEET
 NW0573'SOUTH OF THE CENTERLINE OF THE ROAD, 19 FEET WEST OF A SMALL JUNIPER
 NW0573'TREE, 0.5 FEET HIGHER THAN THE ROAD BED, CEMENTED IN LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0408 ***********************************************************************
 OZ0408  DESIGNATION -  4603.2
 OZ0408  PID         -  OZ0408
 OZ0408  STATE/COUNTY-  ID/BOISE
 OZ0408  USGS QUAD   -  BEAR RIVER (1972)
 OZ0408
 OZ0408                         *CURRENT SURVEY CONTROL
 OZ0408  ___________________________________________________________________
 OZ0408* NAD 83(1986)-  43 53 44.     (N)    115 30 01.     (W)     SCALED    
 OZ0408* NAVD 88     -      1404.018  (meters)    4606.35   (feet)  ADJUSTED  
 OZ0408  ___________________________________________________________________
 OZ0408  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 OZ0408  DYNAMIC HT  -        1403.287 (meters)    4603.95  (feet)  COMP
 OZ0408  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 OZ0408
 OZ0408  VERT ORDER  -  SECOND    CLASS 0
 OZ0408
 OZ0408.The horizontal coordinates were scaled from a topographic map and have
 OZ0408.an estimated accuracy of +/- 6 seconds.
 OZ0408
 OZ0408.The orthometric height was determined by differential leveling
 OZ0408.and adjusted by the National Geodetic Survey in June 1991..
 OZ0408
 OZ0408.The geoid height was determined by GEOID03.
 OZ0408
 OZ0408.The dynamic height is computed by dividing the NAVD 88
 OZ0408.geopotential number by the normal gravity value computed on the
 OZ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0408.degrees latitude (g = 980.6199 gals.).
 OZ0408
 OZ0408.The modeled gravity was interpolated from observed gravity values.
 OZ0408
 OZ0408;                    North         East    Units  Estimated Accuracy
 OZ0408;SPC ID W     -   247,620.      820,060.      MT  (+/- 180 meters Scaled)
 OZ0408
 OZ0408                          SUPERSEDED SURVEY CONTROL
 OZ0408
 OZ0408  NGVD 29 (??/??/92) 1402.857  (m)         4602.54   (f) ADJ UNCH    2 0
 OZ0408
 OZ0408.Superseded values are not recommended for survey control.
 OZ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0408.See file dsdata.txt to determine how the superseded data were derived.
 OZ0408
 OZ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ204613(NAD 83)
 OZ0408_MARKER: Q = CHISELED SQUARE
 OZ0408_SETTING: 80 = SET IN A BOULDER
 OZ0408_SP_SET: BOULDER
 OZ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0408+STABILITY: SURFACE MOTION
 OZ0408
 OZ0408  HISTORY     - Date     Condition        Report By
 OZ0408  HISTORY     - UNK      MONUMENTED       USGS
 OZ0408  HISTORY     - 1950     GOOD             NGS
 OZ0408
 OZ0408                          STATION DESCRIPTION
 OZ0408
 OZ0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0408'6.0 MI W FROM DEER PARK GUARD STATION.
 OZ0408'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0408'THENCE 5.6 MILES WEST ALONG A FOREST SERVICE ROAD, AT THE BASE OF THE
 OZ0408'SOUTHWEST SLOPE OF A HILL, ON THE WEST SIDE OF A SLANTING BOULDER,
 OZ0408'ABOUT 80 YARDS NORTHEAST OF AND ACROSS THE ROAD FROM BENCH MARK 99 E
 OZ0408'(USGS), 45 FEET EAST OF THE CENTER LINE OF THE ROAD, 12 FEET EAST OF
 OZ0408'THE APPROXIMATE CENTER OF LITTLE OWL CREEK, AND 10 FEET NORTHWEST OF A
 OZ0408'BOULDER PROJECTING 3 FEET ABOVE THE GROUND AND MARKED BY THE WHITE
 OZ0408'PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0143 ***********************************************************************
 OZ0143  DESIGNATION -  4606.66
 OZ0143  PID         -  OZ0143
 OZ0143  STATE/COUNTY-  ID/GOODING
 OZ0143  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0143
 OZ0143                         *CURRENT SURVEY CONTROL
 OZ0143  ___________________________________________________________________
 OZ0143* NAD 83(1986)-  43 06 51.     (N)    114 40 01.     (W)     SCALED    
 OZ0143* NAVD 88     -      1403.913  (meters)    4606.00   (feet)  ADJUSTED  
 OZ0143  ___________________________________________________________________
 OZ0143  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 OZ0143  DYNAMIC HT  -        1403.135 (meters)    4603.45  (feet)  COMP
 OZ0143  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 OZ0143
 OZ0143  VERT ORDER  -  SECOND    CLASS 0
 OZ0143
 OZ0143.The horizontal coordinates were scaled from a topographic map and have
 OZ0143.an estimated accuracy of +/- 6 seconds.
 OZ0143
 OZ0143.The orthometric height was determined by differential leveling
 OZ0143.and adjusted by the National Geodetic Survey in June 1991..
 OZ0143
 OZ0143.The geoid height was determined by GEOID03.
 OZ0143
 OZ0143.The dynamic height is computed by dividing the NAVD 88
 OZ0143.geopotential number by the normal gravity value computed on the
 OZ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0143.degrees latitude (g = 980.6199 gals.).
 OZ0143
 OZ0143.The modeled gravity was interpolated from observed gravity values.
 OZ0143
 OZ0143;                    North         East    Units  Estimated Accuracy
 OZ0143;SPC ID C     -   161,000.      445,720.      MT  (+/- 180 meters Scaled)
 OZ0143
 OZ0143                          SUPERSEDED SURVEY CONTROL
 OZ0143
 OZ0143  NGVD 29 (??/??/92) 1402.934  (m)         4602.79   (f) ADJ UNCH    2 0
 OZ0143
 OZ0143.Superseded values are not recommended for survey control.
 OZ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0143.See file dsdata.txt to determine how the superseded data were derived.
 OZ0143
 OZ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH898761(NAD 83)
 OZ0143_MARKER: DD = SURVEY DISK
 OZ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0143_STAMPING: 4606.66 693-83.6
 OZ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0143+STABILITY: SURFACE MOTION
 OZ0143
 OZ0143  HISTORY     - Date     Condition        Report By
 OZ0143  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0143  HISTORY     - 1950     GOOD             NGS
 OZ0143
 OZ0143                          STATION DESCRIPTION
 OZ0143
 OZ0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0143'13.3 MI N FROM GOODING.
 OZ0143'13.3 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0143'GOODING, 213 FEET SOUTH OF THE SOUTH END OF A DRIFT FENCE, ABOUT 200
 OZ0143'FEET NORTH OF A CURVE, 49 1/2 FEET EAST OF THE CENTER LINE OF THE
 OZ0143'HIGHWAY, 32 FEET SOUTHWEST OF THE NORTHWEST CORNER OF AN OLD GRAVEL
 OZ0143'PIT, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 OZ0143'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0142 ***********************************************************************
 OZ0142  DESIGNATION -  4606.66 RM
 OZ0142  PID         -  OZ0142
 OZ0142  STATE/COUNTY-  ID/GOODING
 OZ0142  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0142
 OZ0142                         *CURRENT SURVEY CONTROL
 OZ0142  ___________________________________________________________________
 OZ0142* NAD 83(1986)-  43 06 51.     (N)    114 40 02.     (W)     SCALED    
 OZ0142* NAVD 88     -      1403.750  (meters)    4605.47   (feet)  ADJUSTED  
 OZ0142  ___________________________________________________________________
 OZ0142  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 OZ0142  DYNAMIC HT  -        1402.973 (meters)    4602.92  (feet)  COMP
 OZ0142  MODELED GRAV-     980,017.2   (mgal)                       NAVD 88
 OZ0142
 OZ0142  VERT ORDER  -  SECOND    CLASS 0
 OZ0142
 OZ0142.The horizontal coordinates were scaled from a topographic map and have
 OZ0142.an estimated accuracy of +/- 6 seconds.
 OZ0142
 OZ0142.The orthometric height was determined by differential leveling
 OZ0142.and adjusted by the National Geodetic Survey in June 1991..
 OZ0142
 OZ0142.The geoid height was determined by GEOID03.
 OZ0142
 OZ0142.The dynamic height is computed by dividing the NAVD 88
 OZ0142.geopotential number by the normal gravity value computed on the
 OZ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0142.degrees latitude (g = 980.6199 gals.).
 OZ0142
 OZ0142.The modeled gravity was interpolated from observed gravity values.
 OZ0142
 OZ0142;                    North         East    Units  Estimated Accuracy
 OZ0142;SPC ID C     -   161,000.      445,700.      MT  (+/- 180 meters Scaled)
 OZ0142
 OZ0142                          SUPERSEDED SURVEY CONTROL
 OZ0142
 OZ0142  NGVD 29 (??/??/92) 1402.772  (m)         4602.26   (f) ADJ UNCH    2 0
 OZ0142
 OZ0142.Superseded values are not recommended for survey control.
 OZ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0142.See file dsdata.txt to determine how the superseded data were derived.
 OZ0142
 OZ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH897761(NAD 83)
 OZ0142_MARKER: DD = SURVEY DISK
 OZ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0142+STABILITY: SURFACE MOTION
 OZ0142
 OZ0142  HISTORY     - Date     Condition        Report By
 OZ0142  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0142  HISTORY     - 1950     GOOD             NGS
 OZ0142
 OZ0142                          STATION DESCRIPTION
 OZ0142
 OZ0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0142'13.3 MI N FROM GOODING.
 OZ0142'13.3 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0142'GOODING, 0.4 MILE NORTH OF A JUNCTION OF A TRACK ROAD LEADING
 OZ0142'NORTHWEST, 120 FEET WEST OF AND ACROSS THE ROAD FROM THE NORTHWEST
 OZ0142'CORNER OF AN OLD GRAVEL PIT, DIRECTLY ACROSS THE HIGHWAY FROM B.M.
 OZ0142'4606.66 (I.S.D.P.W.), 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 OZ0142'ABOUT 5 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OZ0142'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0394 ***********************************************************************
 OY0394  DESIGNATION -  4611
 OY0394  PID         -  OY0394
 OY0394  STATE/COUNTY-  ID/BINGHAM
 OY0394  USGS QUAD   -  OLSEN (1973)
 OY0394
 OY0394                         *CURRENT SURVEY CONTROL
 OY0394  ___________________________________________________________________
 OY0394* NAD 83(1986)-  43 16 46.     (N)    112 36 32.     (W)     SCALED    
 OY0394* NAVD 88     -      1406.627  (meters)    4614.91   (feet)  ADJUSTED  
 OY0394  ___________________________________________________________________
 OY0394  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 OY0394  DYNAMIC HT  -        1405.896 (meters)    4612.51  (feet)  COMP
 OY0394  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 OY0394
 OY0394  VERT ORDER  -  SECOND    CLASS 0
 OY0394
 OY0394.The horizontal coordinates were scaled from a topographic map and have
 OY0394.an estimated accuracy of +/- 6 seconds.
 OY0394
 OY0394.The orthometric height was determined by differential leveling
 OY0394.and adjusted by the National Geodetic Survey in June 1991..
 OY0394
 OY0394.The geoid height was determined by GEOID03.
 OY0394
 OY0394.The dynamic height is computed by dividing the NAVD 88
 OY0394.geopotential number by the normal gravity value computed on the
 OY0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0394.degrees latitude (g = 980.6199 gals.).
 OY0394
 OY0394.The modeled gravity was interpolated from observed gravity values.
 OY0394
 OY0394;                    North         East    Units  Estimated Accuracy
 OY0394;SPC ID E     -   179,240.      164,110.      MT  (+/- 180 meters Scaled)
 OY0394
 OY0394                          SUPERSEDED SURVEY CONTROL
 OY0394
 OY0394  NGVD 29 (??/??/92) 1405.611  (m)         4611.58   (f) ADJ UNCH    2 0
 OY0394
 OY0394.Superseded values are not recommended for survey control.
 OY0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0394.See file dsdata.txt to determine how the superseded data were derived.
 OY0394
 OY0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN694931(NAD 83)
 OY0394_MARKER: DB = BENCH MARK DISK
 OY0394_SETTING: 80 = SET IN A BOULDER
 OY0394_SP_SET: BOULDER
 OY0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0394+STABILITY: SURFACE MOTION
 OY0394
 OY0394  HISTORY     - Date     Condition        Report By
 OY0394  HISTORY     - UNK      MONUMENTED       CGS
 OY0394  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0394
 OY0394                          STATION DESCRIPTION
 OY0394
 OY0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0394'15.3 MI NW FROM BLACKFOOT.
 OY0394'970 FEET NORTHWEST OF MILE POLE 15.  970 FEET NORTHWEST OF DIVIDING
 OY0394'LINE OF RAILROAD SECTIONS 143 AND 141.  895 FEET NORTHWEST OF
 OY0394'CENTERLINE OF CULVERT NO. 15.00 UNDER RAILROAD.  30 FEET NORTHEAST OF
 OY0394'CENTERLINE OF OREGON SHORT LINE RAILROAD.  BRONZE TABLET SET
 OY0394'HORIZONTAL IN TOP OF LARGE LAVA BOULDER.  NOTE-- THE RAILROAD CUT HAS
 OY0394'BEEN DREDGED WIDER AND THE MARK IS BELIEVED TO BE BURIED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0344 ***********************************************************************
 QA0344  DESIGNATION -  4624.23
 QA0344  PID         -  QA0344
 QA0344  STATE/COUNTY-  ID/BOISE
 QA0344  USGS QUAD   -  EIGHTMILE MTN (1972)
 QA0344
 QA0344                         *CURRENT SURVEY CONTROL
 QA0344  ___________________________________________________________________
 QA0344* NAD 83(1986)-  44 08 40.     (N)    115 18 15.     (W)     SCALED    
 QA0344* NAVD 88     -      1410.828  (meters)    4628.69   (feet)  ADJUSTED  
 QA0344  ___________________________________________________________________
 QA0344  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 QA0344  DYNAMIC HT  -        1410.022 (meters)    4626.05  (feet)  COMP
 QA0344  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 QA0344
 QA0344  VERT ORDER  -  SECOND    CLASS 0
 QA0344
 QA0344.The horizontal coordinates were scaled from a topographic map and have
 QA0344.an estimated accuracy of +/- 6 seconds.
 QA0344
 QA0344.The orthometric height was determined by differential leveling
 QA0344.and adjusted by the National Geodetic Survey in June 1991..
 QA0344
 QA0344.The geoid height was determined by GEOID03.
 QA0344
 QA0344.The dynamic height is computed by dividing the NAVD 88
 QA0344.geopotential number by the normal gravity value computed on the
 QA0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0344.degrees latitude (g = 980.6199 gals.).
 QA0344
 QA0344.The modeled gravity was interpolated from observed gravity values.
 QA0344
 QA0344;                    North         East    Units  Estimated Accuracy
 QA0344;SPC ID W     -   275,340.      835,670.      MT  (+/- 180 meters Scaled)
 QA0344
 QA0344                          SUPERSEDED SURVEY CONTROL
 QA0344
 QA0344  NGVD 29 (??/??/92) 1409.541  (m)         4624.47   (f) ADJ UNCH    2 0
 QA0344
 QA0344.Superseded values are not recommended for survey control.
 QA0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0344.See file dsdata.txt to determine how the superseded data were derived.
 QA0344
 QA0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ356893(NAD 83)
 QA0344_MARKER: DD = SURVEY DISK
 QA0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0344_SP_SET: CURB
 QA0344_STAMPING: 4624.23 56
 QA0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0344
 QA0344  HISTORY     - Date     Condition        Report By
 QA0344  HISTORY     - UNK      MONUMENTED       BPR
 QA0344  HISTORY     - 1960     GOOD             NGS
 QA0344  HISTORY     - 1972     GOOD             USGS
 QA0344
 QA0344                          STATION DESCRIPTION
 QA0344
 QA0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0344'1.2 MI NE FROM WARM SPRINGS GUARD STATION.
 QA0344'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE WARM SPRINGS GUARD
 QA0344'STATION, IN THE TOP AND 1.1 FEET WEST OF THE EAST END OF THE NORTH
 QA0344'CONCRETE CURB OF WARM SPRINGS BRIDGE OVER WARM SPRINGS CREEK, 15 FEET
 QA0344'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER
 QA0344'THAN THE HIGHWAY.
 QA0344
 QA0344                          STATION RECOVERY (1972)
 QA0344
 QA0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0289 ***********************************************************************
 OY0289  DESIGNATION -  4647
 OY0289  PID         -  OY0289
 OY0289  STATE/COUNTY-  ID/BINGHAM
 OY0289  USGS QUAD   -  WOODVILLE (1979)
 OY0289
 OY0289                         *CURRENT SURVEY CONTROL
 OY0289  ___________________________________________________________________
 OY0289* NAD 83(1986)-  43 22 54.     (N)    112 12 11.     (W)     SCALED    
 OY0289* NAVD 88     -      1418.033  (meters)    4652.33   (feet)  ADJUSTED  
 OY0289  ___________________________________________________________________
 OY0289  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 OY0289  DYNAMIC HT  -        1417.268 (meters)    4649.82  (feet)  COMP
 OY0289  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 OY0289
 OY0289  VERT ORDER  -  SECOND    CLASS 0
 OY0289
 OY0289.The horizontal coordinates were scaled from a topographic map and have
 OY0289.an estimated accuracy of +/- 6 seconds.
 OY0289
 OY0289.The orthometric height was determined by differential leveling
 OY0289.and adjusted by the National Geodetic Survey in June 1991..
 OY0289
 OY0289.The geoid height was determined by GEOID03.
 OY0289
 OY0289.The dynamic height is computed by dividing the NAVD 88
 OY0289.geopotential number by the normal gravity value computed on the
 OY0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0289.degrees latitude (g = 980.6199 gals.).
 OY0289
 OY0289.The modeled gravity was interpolated from observed gravity values.
 OY0289
 OY0289;                    North         East    Units  Estimated Accuracy
 OY0289;SPC ID E     -   190,500.      197,050.      MT  (+/- 180 meters Scaled)
 OY0289
 OY0289                          SUPERSEDED SURVEY CONTROL
 OY0289
 OY0289  NGVD 29 (??/??/92) 1416.952  (m)         4648.78   (f) ADJ UNCH    2 0
 OY0289
 OY0289.Superseded values are not recommended for survey control.
 OY0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0289.See file dsdata.txt to determine how the superseded data were derived.
 OY0289
 OY0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP025039(NAD 83)
 OY0289_MARKER: DD = SURVEY DISK
 OY0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0289_STAMPING: 4647 77 DF 1947
 OY0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0289+STABILITY: SURFACE MOTION
 OY0289
 OY0289  HISTORY     - Date     Condition        Report By
 OY0289  HISTORY     - 1947     MONUMENTED       USGS
 OY0289  HISTORY     - 1959     GOOD             NGS
 OY0289
 OY0289                          STATION DESCRIPTION
 OY0289
 OY0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OY0289'4.6 MI SW FROM WOODVILLE.
 OY0289'1.95 MILES SOUTHWEST AND WEST ON PAVED AND GRAVEL ROAD FROM WOODVILLE,
 OY0289'THENCE 1.95 MILES SOUTH ON GRAVEL ROAD, THENCE 0.7 MILE WEST ON GRAVEL
 OY0289'ROAD TO A TELEPHONE LINE CROSSING, 31 FEET NORTH OF THE CENTER OF THE
 OY0289'GRAVEL ROAD, 10 FEET EAST OF TELEPHONE POLE 9137, 3 FEET NORTH OF A
 OY0289'FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0277 ***********************************************************************
 OY0277  DESIGNATION -  4656
 OY0277  PID         -  OY0277
 OY0277  STATE/COUNTY-  ID/BONNEVILLE
 OY0277  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0277
 OY0277                         *CURRENT SURVEY CONTROL
 OY0277  ___________________________________________________________________
 OY0277* NAD 83(1986)-  43 26 22.     (N)    112 07 23.     (W)     SCALED    
 OY0277* NAVD 88     -      1420.213  (meters)    4659.48   (feet)  ADJUSTED  
 OY0277  ___________________________________________________________________
 OY0277  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 OY0277  DYNAMIC HT  -        1419.461 (meters)    4657.02  (feet)  COMP
 OY0277  MODELED GRAV-     980,040.8   (mgal)                       NAVD 88
 OY0277
 OY0277  VERT ORDER  -  SECOND    CLASS 0
 OY0277
 OY0277.The horizontal coordinates were scaled from a topographic map and have
 OY0277.an estimated accuracy of +/- 6 seconds.
 OY0277
 OY0277.The orthometric height was determined by differential leveling
 OY0277.and adjusted by the National Geodetic Survey in June 1991..
 OY0277
 OY0277.The geoid height was determined by GEOID03.
 OY0277
 OY0277.The dynamic height is computed by dividing the NAVD 88
 OY0277.geopotential number by the normal gravity value computed on the
 OY0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0277.degrees latitude (g = 980.6199 gals.).
 OY0277
 OY0277.The modeled gravity was interpolated from observed gravity values.
 OY0277
 OY0277;                    North         East    Units  Estimated Accuracy
 OY0277;SPC ID E     -   196,920.      203,530.      MT  (+/- 180 meters Scaled)
 OY0277
 OY0277                          SUPERSEDED SURVEY CONTROL
 OY0277
 OY0277  NGVD 29 (??/??/92) 1419.138  (m)         4655.96   (f) ADJ UNCH    2 0
 OY0277
 OY0277.Superseded values are not recommended for survey control.
 OY0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0277.See file dsdata.txt to determine how the superseded data were derived.
 OY0277
 OY0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP091102(NAD 83)
 OY0277_MARKER: DD = SURVEY DISK
 OY0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0277_SP_SET: CULVERT
 OY0277_STAMPING: 4656 68 DF 1947
 OY0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0277
 OY0277  HISTORY     - Date     Condition        Report By
 OY0277  HISTORY     - 1947     MONUMENTED       USGS
 OY0277  HISTORY     - 1959     GOOD             NGS
 OY0277  HISTORY     - 20040923 MARK NOT FOUND   IDTD
 OY0277
 OY0277                          STATION DESCRIPTION
 OY0277
 OY0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OY0277'3.0 MI NE FROM WOODVILLE.
 OY0277'1.0 MILE EAST ON PAVED ROAD FROM WOODVILLE, THENCE 2.0 MILES NORTH ON
 OY0277'PAVED ROAD, AT THE NORTHWEST QUARTER OF AN INTERSECTION, 46 FEET WEST
 OY0277'OF THE CENTERLINE OF THE PAVED ROAD, 11 FEET NORTH OF THE CENTER OF A
 OY0277'GRAVEL ROAD, SET IN A DRILL HOLE IN THE CENTER OF THE NORTH HEADWALL
 OY0277'OF A CONCRETE CANAL CULVERT AND ABOUT 2 FEET ABOVE THE GROUND.
 OY0277
 OY0277                          STATION RECOVERY (2004)
 OY0277
 OY0277'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2004 (GDJ)
 OY0277'THE HEADWALL MENTIONED IN THE 1959 DESCRIPTION ON WHICH THE DISK WAS
 OY0277'ORIGINALLY SET HAS GREATLY DETERIORATED.  THE ORIGINAL HEADWALL
 OY0277'SURFACE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0390 ***********************************************************************
 OY0390  DESIGNATION -  4665
 OY0390  PID         -  OY0390
 OY0390  STATE/COUNTY-  ID/BINGHAM
 OY0390  USGS QUAD   -  TABER (1973)
 OY0390
 OY0390                         *CURRENT SURVEY CONTROL
 OY0390  ___________________________________________________________________
 OY0390* NAD 83(1986)-  43 18 00.     (N)    112 39 08.     (W)     SCALED    
 OY0390* NAVD 88     -      1422.838  (meters)    4668.09   (feet)  ADJUSTED  
 OY0390  ___________________________________________________________________
 OY0390  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 OY0390  DYNAMIC HT  -        1422.094 (meters)    4665.65  (feet)  COMP
 OY0390  MODELED GRAV-     980,046.7   (mgal)                       NAVD 88
 OY0390
 OY0390  VERT ORDER  -  SECOND    CLASS 0
 OY0390
 OY0390.The horizontal coordinates were scaled from a topographic map and have
 OY0390.an estimated accuracy of +/- 6 seconds.
 OY0390
 OY0390.The orthometric height was determined by differential leveling
 OY0390.and adjusted by the National Geodetic Survey in June 1991..
 OY0390
 OY0390.The geoid height was determined by GEOID03.
 OY0390
 OY0390.The dynamic height is computed by dividing the NAVD 88
 OY0390.geopotential number by the normal gravity value computed on the
 OY0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0390.degrees latitude (g = 980.6199 gals.).
 OY0390
 OY0390.The modeled gravity was interpolated from observed gravity values.
 OY0390
 OY0390;                    North         East    Units  Estimated Accuracy
 OY0390;SPC ID E     -   181,540.      160,600.      MT  (+/- 180 meters Scaled)
 OY0390
 OY0390                          SUPERSEDED SURVEY CONTROL
 OY0390
 OY0390  NGVD 29 (??/??/92) 1421.814  (m)         4664.73   (f) ADJ UNCH    2 0
 OY0390
 OY0390.Superseded values are not recommended for survey control.
 OY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0390.See file dsdata.txt to determine how the superseded data were derived.
 OY0390
 OY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN659954(NAD 83)
 OY0390_MARKER: DB = BENCH MARK DISK
 OY0390_SETTING: 66 = SET IN ROCK OUTCROP
 OY0390_SP_SET: ROCK OUTCROP
 OY0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0390+STABILITY: POSITION/ELEVATION WELL
 OY0390
 OY0390  HISTORY     - Date     Condition        Report By
 OY0390  HISTORY     - UNK      MONUMENTED       CGS
 OY0390  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0390
 OY0390                          STATION DESCRIPTION
 OY0390
 OY0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0390'17.7 MI NW FROM BLACKFOOT.
 OY0390'.3 MILE EAST OF MILEPOLE 18.  165 FEET SOUTHWEST OF CENTERLINE OF DIRT
 OY0390'ROAD CROSSING AT INTERSECTION OF RAILROAD.  56 FEET SOUTH OF
 OY0390'CENTERLINE OF OREGON SHORT LINE RAILROAD.  3 FEET NORTH OF ROCK CAIRN
 OY0390'3 FEET HIGH, MARKED B.M. WITH WHITE PAINT.  BRONZE TABLET SET
 OY0390'HORIZONTAL IN TOP OF LAVA OUTCROPING OF ROCK FLUSH WITH LEVEL OF
 OY0390'GROUND.  NOTE-- A 1 1/2 HOUR SEARCH WAS MADE UNCOVERING A 10-FEET
 OY0390'CIRCULAR PORTION OF THE OUTCROP BUT THE MARK WAS NOT RECOVERED.  THE
 OY0390'OUTCROP EXTENDS UNDER A 6-FOOT HIGH BULLDOZED PILE OF DIRT AND THE
 OY0390'MARK MAY BE BURIED UNDER SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0445 ***********************************************************************
 QB0445  DESIGNATION -  4666
 QB0445  PID         -  QB0445
 QB0445  STATE/COUNTY-  ID/ADAMS
 QB0445  USGS QUAD   -  ROCKY COMFORT FLAT (1986)
 QB0445
 QB0445                         *CURRENT SURVEY CONTROL
 QB0445  ___________________________________________________________________
 QB0445* NAD 83(1986)-  44 53 25.     (N)    116 39 36.     (W)     SCALED    
 QB0445* NAVD 88     -      1423.615  (meters)    4670.64   (feet)  ADJUSTED  
 QB0445  ___________________________________________________________________
 QB0445  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 QB0445  DYNAMIC HT  -        1423.064 (meters)    4668.84  (feet)  COMP
 QB0445  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 QB0445
 QB0445  VERT ORDER  -  SECOND    CLASS 0
 QB0445
 QB0445.The horizontal coordinates were scaled from a topographic map and have
 QB0445.an estimated accuracy of +/- 6 seconds.
 QB0445
 QB0445.The orthometric height was determined by differential leveling
 QB0445.and adjusted by the National Geodetic Survey in June 1991..
 QB0445
 QB0445.The geoid height was determined by GEOID03.
 QB0445
 QB0445.The dynamic height is computed by dividing the NAVD 88
 QB0445.geopotential number by the normal gravity value computed on the
 QB0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0445.degrees latitude (g = 980.6199 gals.).
 QB0445
 QB0445.The modeled gravity was interpolated from observed gravity values.
 QB0445
 QB0445;                    North         East    Units  Estimated Accuracy
 QB0445;SPC ID W     -   358,520.      728,120.      MT  (+/- 180 meters Scaled)
 QB0445
 QB0445                          SUPERSEDED SURVEY CONTROL
 QB0445
 QB0445  NGVD 29 (??/??/92) 1422.471  (m)         4666.89   (f) ADJ UNCH    2 0
 QB0445
 QB0445.Superseded values are not recommended for survey control.
 QB0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0445.See file dsdata.txt to determine how the superseded data were derived.
 QB0445
 QB0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK268708(NAD 83)
 QB0445_MARKER: DD = SURVEY DISK
 QB0445_SETTING: 66 = SET IN ROCK OUTCROP
 QB0445_SP_SET: ROCK
 QB0445_STAMPING: 4666
 QB0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0445+STABILITY: POSITION/ELEVATION WELL
 QB0445
 QB0445  HISTORY     - Date     Condition        Report By
 QB0445  HISTORY     - UNK      MONUMENTED       USGS
 QB0445  HISTORY     - 1945     GOOD             NGS
 QB0445
 QB0445                          STATION DESCRIPTION
 QB0445
 QB0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0445'18.1 MI NW FROM FRUITVALE.
 QB0445'18.1 MILES NORTHWEST OF THE STATION BY HIGHWAY ALONG THE COUNCIL,
 QB0445'IDAHO TO HOMESTEAD, OREGON HIGHWAY.  1.2 MILES WEST OF THE ROAD NORTH
 QB0445'TO COTTONWOOD CORRALS.  AT THE M.D. SHEADS RANCH.  125 FEET EAST OF
 QB0445'THE RANCH HOUSE.  ABOUT 40FEET WEST OF A GRAINERY.  60 FEET EAST OF
 QB0445'THE CENTER-LINE OF THE ROAD.  1 FOOT WEST OF A BOARD FENCE.  SET IN A
 QB0445'ROCK ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0401 ***********************************************************************
 OZ0401  DESIGNATION -  4676
 OZ0401  PID         -  OZ0401
 OZ0401  STATE/COUNTY-  ID/BOISE
 OZ0401  USGS QUAD   -  BEAR RIVER (1972)
 OZ0401
 OZ0401                         *CURRENT SURVEY CONTROL
 OZ0401  ___________________________________________________________________
 OZ0401* NAD 83(1986)-  43 54 19.     (N)    115 26 12.     (W)     SCALED    
 OZ0401* NAVD 88     -      1426.281  (meters)    4679.39   (feet)  ADJUSTED  
 OZ0401  ___________________________________________________________________
 OZ0401  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 OZ0401  DYNAMIC HT  -        1425.511 (meters)    4676.86  (feet)  COMP
 OZ0401  MODELED GRAV-     980,030.3   (mgal)                       NAVD 88
 OZ0401
 OZ0401  VERT ORDER  -  SECOND    CLASS 0
 OZ0401
 OZ0401.The horizontal coordinates were scaled from a topographic map and have
 OZ0401.an estimated accuracy of +/- 6 seconds.
 OZ0401
 OZ0401.The orthometric height was determined by differential leveling
 OZ0401.and adjusted by the National Geodetic Survey in June 1991..
 OZ0401
 OZ0401.The geoid height was determined by GEOID03.
 OZ0401
 OZ0401.The dynamic height is computed by dividing the NAVD 88
 OZ0401.geopotential number by the normal gravity value computed on the
 OZ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0401.degrees latitude (g = 980.6199 gals.).
 OZ0401
 OZ0401.The modeled gravity was interpolated from observed gravity values.
 OZ0401
 OZ0401;                    North         East    Units  Estimated Accuracy
 OZ0401;SPC ID W     -   248,720.      825,170.      MT  (+/- 180 meters Scaled)
 OZ0401
 OZ0401                          SUPERSEDED SURVEY CONTROL
 OZ0401
 OZ0401  NGVD 29 (??/??/92) 1425.094  (m)         4675.50   (f) ADJ UNCH    2 0
 OZ0401
 OZ0401.Superseded values are not recommended for survey control.
 OZ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0401.See file dsdata.txt to determine how the superseded data were derived.
 OZ0401
 OZ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ255625(NAD 83)
 OZ0401_MARKER: Q = CHISELED SQUARE
 OZ0401_SETTING: 80 = SET IN A BOULDER
 OZ0401_SP_SET: BOULDER
 OZ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0401+STABILITY: SURFACE MOTION
 OZ0401
 OZ0401  HISTORY     - Date     Condition        Report By
 OZ0401  HISTORY     - UNK      MONUMENTED       USGS
 OZ0401  HISTORY     - 1950     GOOD             NGS
 OZ0401
 OZ0401                          STATION DESCRIPTION
 OZ0401
 OZ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0401'2.0 MI W FROM DEER PARK GUARD STATION.
 OZ0401'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0401'THENCE 1.6 MILES WEST ALONG A FOREST SERVICE ROAD, IN THE TOP OF A
 OZ0401'SMALL BOULDER SURROUNDED BY A PILE OF ROCKS, 175 FEET NORTHEAST OF
 OZ0401'BENCH MARK 97 E (USGS), 38 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 OZ0401'THE ROAD, 23 FEET NORTHEAST OF A 42- INCH PINE TREE MARKED BY THE
 OZ0401'WHITE PAINTED LETTERS RM, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0369 ***********************************************************************
 OZ0369  DESIGNATION -  47 E
 OZ0369  PID         -  OZ0369
 OZ0369  STATE/COUNTY-  ID/ELMORE
 OZ0369  USGS QUAD   -  ATLANTA EAST (1972)
 OZ0369
 OZ0369                         *CURRENT SURVEY CONTROL
 OZ0369  ___________________________________________________________________
 OZ0369* NAD 83(1986)-  43 49 26.     (N)    115 04 04.     (W)     SCALED    
 OZ0369* NAVD 88     -      1700.623  (meters)    5579.46   (feet)  ADJUSTED  
 OZ0369  ___________________________________________________________________
 OZ0369  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 OZ0369  DYNAMIC HT  -        1699.504 (meters)    5575.79  (feet)  COMP
 OZ0369  MODELED GRAV-     979,902.6   (mgal)                       NAVD 88
 OZ0369
 OZ0369  VERT ORDER  -  SECOND    CLASS 0
 OZ0369
 OZ0369.The horizontal coordinates were scaled from a topographic map and have
 OZ0369.an estimated accuracy of +/- 6 seconds.
 OZ0369
 OZ0369.The orthometric height was determined by differential leveling
 OZ0369.and adjusted by the National Geodetic Survey in June 1991..
 OZ0369
 OZ0369.The geoid height was determined by GEOID03.
 OZ0369
 OZ0369.The dynamic height is computed by dividing the NAVD 88
 OZ0369.geopotential number by the normal gravity value computed on the
 OZ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0369.degrees latitude (g = 980.6199 gals.).
 OZ0369
 OZ0369.The modeled gravity was interpolated from observed gravity values.
 OZ0369
 OZ0369;                    North         East    Units  Estimated Accuracy
 OZ0369;SPC ID W     -   239,850.      854,880.      MT  (+/- 180 meters Scaled)
 OZ0369
 OZ0369                          SUPERSEDED SURVEY CONTROL
 OZ0369
 OZ0369  NGVD 29 (??/??/92) 1699.260  (m)         5574.99   (f) ADJ UNCH    2 0
 OZ0369
 OZ0369.Superseded values are not recommended for survey control.
 OZ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0369.See file dsdata.txt to determine how the superseded data were derived.
 OZ0369
 OZ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ553541(NAD 83)
 OZ0369_MARKER: DD = SURVEY DISK
 OZ0369_SETTING: 80 = SET IN A BOULDER
 OZ0369_SP_SET: BOULDER
 OZ0369_STAMPING: 47 E 1936
 OZ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0369+STABILITY: SURFACE MOTION
 OZ0369
 OZ0369  HISTORY     - Date     Condition        Report By
 OZ0369  HISTORY     - 1936     MONUMENTED       USGS
 OZ0369  HISTORY     - 1950     GOOD             NGS
 OZ0369  HISTORY     - 1951     GOOD             NGS
 OZ0369
 OZ0369                          STATION DESCRIPTION
 OZ0369
 OZ0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0369'3.9 MI NE FROM ATLANTA.
 OZ0369'3.9 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0369'POST OFFICE AT ATLANTA, 0.15 MILE SOUTH OF THE LEGGITT CREEK CROSSING,
 OZ0369'AT THE FOOT OF THE EAST SLOPE OF A HILL, IN THE TOP OF THE SOUTH END
 OZ0369'OF A LARGE BOULDER WHICH PROJECTS 5 FEET ABOVE THE GROUND, ABOUT 50
 OZ0369'YARDS NORTH OF THE NORTH END OF A LARGE ROCK SLIDE, 144 FEET WEST OF
 OZ0369'THE CENTER LINE OF THE ROAD, 114 FEET WEST OF A TRIANGULAR BLAZED
 OZ0369'TREE, 15 1/2 FEET WEST OF A 10-INCH TRIANGULAR-BLAZED PINE TREE, AND
 OZ0369'ABOUT 4 FEET HIGHER THAN THE ROAD.
 OZ0369
 OZ0369                          STATION RECOVERY (1951)
 OZ0369
 OZ0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0517 ***********************************************************************
 NW0517  DESIGNATION -  47 EMH
 NW0517  PID         -  NW0517
 NW0517  STATE/COUNTY-  ID/OWYHEE
 NW0517  USGS QUAD   -  TURNER TABLE (1972)
 NW0517
 NW0517                         *CURRENT SURVEY CONTROL
 NW0517  ___________________________________________________________________
 NW0517* NAD 83(1986)-  42 26 46.     (N)    116 07 37.     (W)     SCALED    
 NW0517* NAVD 88     -      1781.209  (meters)    5843.85   (feet)  POSTED    
 NW0517  ___________________________________________________________________
 NW0517  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 NW0517  DYNAMIC HT  -        1779.990 (meters)    5839.85  (feet)  COMP
 NW0517  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 NW0517
 NW0517  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0517
 NW0517.The horizontal coordinates were scaled from a topographic map and have
 NW0517.an estimated accuracy of +/- 6 seconds.
 NW0517
 NW0517.The orthometric height was determined by differential leveling
 NW0517.and adjusted by the National Geodetic Survey in 1992..
 NW0517.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0517.rate of 0.0 thru 1.0 mm/km.
 NW0517
 NW0517.The geoid height was determined by GEOID03.
 NW0517
 NW0517.The dynamic height is computed by dividing the NAVD 88
 NW0517.geopotential number by the normal gravity value computed on the
 NW0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0517.degrees latitude (g = 980.6199 gals.).
 NW0517
 NW0517.The modeled gravity was interpolated from observed gravity values.
 NW0517
 NW0517;                    North         East    Units  Estimated Accuracy
 NW0517;SPC ID W     -    86,640.      768,990.      MT  (+/- 180 meters Scaled)
 NW0517
 NW0517                          SUPERSEDED SURVEY CONTROL
 NW0517
 NW0517.No superseded survey control is available for this station.
 NW0517
 NW0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG717996(NAD 83)
 NW0517_MARKER: DD = SURVEY DISK
 NW0517_SETTING: 66 = SET IN ROCK OUTCROP
 NW0517_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0517_STAMPING: 47 EMH 1972 5840
 NW0517_MARK LOGO: USGS  
 NW0517_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0517+STABILITY: POSITION/ELEVATION WELL
 NW0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0517+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0517
 NW0517  HISTORY     - Date     Condition        Report By
 NW0517  HISTORY     - 1972     MONUMENTED       USGS
 NW0517
 NW0517                          STATION DESCRIPTION
 NW0517
 NW0517'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0517'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0517'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0517'1.4 MILES NORTH ALONG MUD FLAT ROAD, THENCE 3.8 MILES SOUTH ALONG
 NW0517'TRACK ROAD, THENCE 15.2 MILES SOUTHEAST ALONG TRACK ROAD, THENCE 10.2
 NW0517'MILES EAST ALONG TRACK ROAD, 12.0 MILES EAST OF UPPER BATTLE CREEK
 NW0517'CROSSING, 0.2 MILES SOUTH OF WICKAHONEY RANCH HOUSE, THENCE 8.7 MILES
 NW0517'WEST ALONG A DIRT ROAD, 1.2 MILES EAST OF JACKS CREEK, AT THE JUNCTION
 NW0517'OF A TRACK ROAD SOUTH AT A CATTLE SALT BED, 16 FEET SOUTH AND 16 FEET
 NW0517'WEST AND ABOUT 1.0 FOOT HIGHER THAN THE JUNCTION, SET IN A ROCK
 NW0517'OUTCROP PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1445 ***********************************************************************
 OH1445  DESIGNATION -  47 FMK
 OH1445  PID         -  OH1445
 OH1445  STATE/COUNTY-  ID/OWYHEE
 OH1445  USGS QUAD   -  OREANA (1992)
 OH1445
 OH1445                         *CURRENT SURVEY CONTROL
 OH1445  ___________________________________________________________________
 OH1445* NAD 83(1986)-  43 02 22.     (N)    116 23 41.     (W)     SCALED    
 OH1445* NAVD 88     -       854.652  (meters)    2803.97   (feet)  POSTED    
 OH1445  ___________________________________________________________________
 OH1445  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 OH1445  DYNAMIC HT  -         854.260 (meters)    2802.68  (feet)  COMP
 OH1445  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 OH1445
 OH1445  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OH1445
 OH1445.The horizontal coordinates were scaled from a topographic map and have
 OH1445.an estimated accuracy of +/- 6 seconds.
 OH1445
 OH1445.The orthometric height was determined by differential leveling
 OH1445.and adjusted by the National Geodetic Survey in 1992..
 OH1445.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OH1445.rate of 1.1 thru 2.0 mm/km.
 OH1445
 OH1445.The geoid height was determined by GEOID03.
 OH1445
 OH1445.The dynamic height is computed by dividing the NAVD 88
 OH1445.geopotential number by the normal gravity value computed on the
 OH1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1445.degrees latitude (g = 980.6199 gals.).
 OH1445
 OH1445.The modeled gravity was interpolated from observed gravity values.
 OH1445
 OH1445;                    North         East    Units  Estimated Accuracy
 OH1445;SPC ID W     -   152,680.      747,470.      MT  (+/- 180 meters Scaled)
 OH1445
 OH1445                          SUPERSEDED SURVEY CONTROL
 OH1445
 OH1445  NGVD 29 (??/??/92)  853.69   (m)         2800.8    (f) COMPUTED    2 0
 OH1445
 OH1445.Superseded values are not recommended for survey control.
 OH1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1445.See file dsdata.txt to determine how the superseded data were derived.
 OH1445
 OH1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH493653(NAD 83)
 OH1445_MARKER: DD = SURVEY DISK
 OH1445_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OH1445_SP_SET: PREFAB CONC. POST IN EARTH
 OH1445_STAMPING: 47 FMK 1964
 OH1445_MARK LOGO: USGS  
 OH1445_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OH1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1445+SATELLITE: SATELLITE OBSERVATIONS - 1964
 OH1445
 OH1445  HISTORY     - Date     Condition        Report By
 OH1445  HISTORY     - 1964     MONUMENTED       USGS
 OH1445
 OH1445                          STATION DESCRIPTION
 OH1445
 OH1445'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 OH1445'FROM THE POST OFFICE IN OREANA, IDAHO, PROCEED 1.0 MILE SOUTH ALONG
 OH1445'COUNTY ROAD, 172 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE STONE
 OH1445'CHURCH, 85 FEET NORTH AND 28 FEET EAST OF THE T-JUNCTION OF THE
 OH1445'OREANA-TRIANGLE ROAD, 6 FEET EAST OF A FENCE CORNER AND 3 FEET NORTH
 OH1445'OF THE FENCE, 6 FEET EAST OF A WITNESS POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0574 ***********************************************************************
 NW0574  DESIGNATION -  47 MDC
 NW0574  PID         -  NW0574
 NW0574  STATE/COUNTY-  ID/OWYHEE
 NW0574  USGS QUAD   -  CLOVER MTN (1972)
 NW0574
 NW0574                         *CURRENT SURVEY CONTROL
 NW0574  ___________________________________________________________________
 NW0574* NAD 83(1986)-  42 37 32.     (N)    116 29 40.     (W)     SCALED    
 NW0574* NAVD 88     -      1829.566  (meters)    6002.50   (feet)  POSTED    
 NW0574  ___________________________________________________________________
 NW0574  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 NW0574  DYNAMIC HT  -        1828.340 (meters)    5998.48  (feet)  COMP
 NW0574  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 NW0574
 NW0574  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0574
 NW0574.The horizontal coordinates were scaled from a topographic map and have
 NW0574.an estimated accuracy of +/- 6 seconds.
 NW0574
 NW0574.The orthometric height was determined by differential leveling
 NW0574.and adjusted by the National Geodetic Survey in 1992..
 NW0574.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0574.rate of 0.0 thru 1.0 mm/km.
 NW0574
 NW0574.The geoid height was determined by GEOID03.
 NW0574
 NW0574.The dynamic height is computed by dividing the NAVD 88
 NW0574.geopotential number by the normal gravity value computed on the
 NW0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0574.degrees latitude (g = 980.6199 gals.).
 NW0574
 NW0574.The modeled gravity was interpolated from observed gravity values.
 NW0574
 NW0574;                    North         East    Units  Estimated Accuracy
 NW0574;SPC ID W     -   106,770.      738,930.      MT  (+/- 180 meters Scaled)
 NW0574
 NW0574                          SUPERSEDED SURVEY CONTROL
 NW0574
 NW0574.No superseded survey control is available for this station.
 NW0574
 NW0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH414193(NAD 83)
 NW0574_MARKER: DD = SURVEY DISK
 NW0574_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0574_SP_SET: COPPER-CLAD STEEL ROD
 NW0574_STAMPING: 47 MDC 1973 5998
 NW0574_MARK LOGO: USGS  
 NW0574_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0574+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0574
 NW0574  HISTORY     - Date     Condition        Report By
 NW0574  HISTORY     - 1972     MONUMENTED       USGS
 NW0574
 NW0574                          STATION DESCRIPTION
 NW0574
 NW0574'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0574'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0574'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0574'2.6 MILES NORTH ALONG MUD FLAT ROAD, 3.8 MILES EAST OF MUD FLAT
 NW0574'RESOURCE AREA FIELD STATION, AT A T-ROAD TO THE NORTH, 72 FEET NORTH
 NW0574'OF THE CENTERLINE OF THE ROAD, 25 FEET EAST OF THE CENTERLINE OF THE
 NW0574'ROAD NORTH, 4 FEET NORTH OF A GREEN STEEL POST, SET ON A 5/8-INCH
 NW0574'COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0015 ***********************************************************************
 QA0015  DESIGNATION -  4701
 QA0015  PID         -  QA0015
 QA0015  STATE/COUNTY-  ID/CUSTER
 QA0015  USGS QUAD   -  ELLIS (1989)
 QA0015
 QA0015                         *CURRENT SURVEY CONTROL
 QA0015  ___________________________________________________________________
 QA0015* NAD 83(1986)-  44 38 54.     (N)    114 05 22.     (W)     SCALED    
 QA0015* NAVD 88     -      1433.86   (+/-2cm)    4704.3    (feet)  VERTCON   
 QA0015  ___________________________________________________________________
 QA0015  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 QA0015
 QA0015  VERT ORDER  -  ? (See Below)
 QA0015
 QA0015.The horizontal coordinates were scaled from a topographic map and have
 QA0015.an estimated accuracy of +/- 6 seconds.
 QA0015
 QA0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0015.The vertical order pertains to the NGVD 29 superseded value.
 QA0015
 QA0015.The geoid height was determined by GEOID03.
 QA0015
 QA0015;                    North         East    Units  Estimated Accuracy
 QA0015;SPC ID C     -   331,240.      492,910.      MT  (+/- 180 meters Scaled)
 QA0015
 QA0015                          SUPERSEDED SURVEY CONTROL
 QA0015
 QA0015  NGVD 29 (??/??/92) 1432.655  (m)         4700.30   (f) ADJ UNCH    ?  
 QA0015
 QA0015.Superseded values are not recommended for survey control.
 QA0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0015.See file dsdata.txt to determine how the superseded data were derived.
 QA0015
 QA0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK307480(NAD 83)
 QA0015_MARKER: DD = SURVEY DISK
 QA0015_SETTING: 66 = SET IN ROCK OUTCROP
 QA0015_SP_SET: ROCK LEDGE
 QA0015_STAMPING: 4701 1912 53
 QA0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0015+STABILITY: POSITION/ELEVATION WELL
 QA0015
 QA0015  HISTORY     - Date     Condition        Report By
 QA0015  HISTORY     - 1912     MONUMENTED       USGS
 QA0015
 QA0015                          STATION DESCRIPTION
 QA0015
 QA0015'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 QA0015'14.3 MI NE FROM CHALLIS.
 QA0015'14.3 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM CHALLIS, CUSTER
 QA0015'COUNTY, 3.1 MILES NORTHEAST OF THE BRIDGE OVER SALMON RIVER, NEAR A
 QA0015'POINT OF ROCKS KNOWN AS DEAD MANS HOLE, 125 FEET SOUTHWEST OF BENCH
 QA0015'MARK R 16, DESCRIBED ABOVE, AT THE WEST EDGE OF THE ROAD, ON THE RIM
 QA0015'OF THE RIVER BANK, AND IN THE TOP OF A ROCK LEDGE 12 FEET HIGHER THAN
 QA0015'THE WATER LEVEL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 QA0015'STAMPED 4701 1912 53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0137 ***********************************************************************
 NU0137  DESIGNATION -  4711.9
 NU0137  PID         -  NU0137
 NU0137  STATE/COUNTY-  ID/BANNOCK
 NU0137  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0137
 NU0137                         *CURRENT SURVEY CONTROL
 NU0137  ___________________________________________________________________
 NU0137* NAD 83(1986)-  42 47 35.     (N)    112 23 54.     (W)     SCALED    
 NU0137* NAVD 88     -      1437.067  (meters)    4714.78   (feet)  ADJUSTED  
 NU0137  ___________________________________________________________________
 NU0137  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 NU0137  DYNAMIC HT  -        1436.229 (meters)    4712.03  (feet)  COMP
 NU0137  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 NU0137
 NU0137  VERT ORDER  -  SECOND    CLASS 0
 NU0137
 NU0137.The horizontal coordinates were scaled from a topographic map and have
 NU0137.an estimated accuracy of +/- 6 seconds.
 NU0137
 NU0137.The orthometric height was determined by differential leveling
 NU0137.and adjusted by the National Geodetic Survey in June 1991..
 NU0137
 NU0137.The geoid height was determined by GEOID03.
 NU0137
 NU0137.The dynamic height is computed by dividing the NAVD 88
 NU0137.geopotential number by the normal gravity value computed on the
 NU0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0137.degrees latitude (g = 980.6199 gals.).
 NU0137
 NU0137.The modeled gravity was interpolated from observed gravity values.
 NU0137
 NU0137;                    North         East    Units  Estimated Accuracy
 NU0137;SPC ID E     -   125,140.      181,050.      MT  (+/- 180 meters Scaled)
 NU0137
 NU0137                          SUPERSEDED SURVEY CONTROL
 NU0137
 NU0137  NGVD 29 (??/??/92) 1436.011  (m)         4711.31   (f) ADJ UNCH    2 0
 NU0137
 NU0137.Superseded values are not recommended for survey control.
 NU0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0137.See file dsdata.txt to determine how the superseded data were derived.
 NU0137
 NU0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN856387(NAD 83)
 NU0137_MARKER: Q = CHISELED SQUARE
 NU0137_SETTING: 80 = SET IN A BOULDER
 NU0137_SP_SET: BOULDER
 NU0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0137+STABILITY: SURFACE MOTION
 NU0137
 NU0137  HISTORY     - Date     Condition        Report By
 NU0137  HISTORY     - UNK      MONUMENTED       USGS
 NU0137  HISTORY     - 1960     GOOD             NGS
 NU0137
 NU0137                          STATION DESCRIPTION
 NU0137
 NU0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0137'5.1 MI N FROM BANNOCK RANGER STATION.
 NU0137'ABOUT 5.1 MILES NORTH ALONG STATE HIGHWAY 38 FROM BANNOCK RANGER
 NU0137'STATION, BANNOCK COUNTY, ABOUT 0.8 MILE SOUTH OF THE FORK TO PORTNEUF,
 NU0137'ABOUT 350 FEET NORTHWEST OF A FARMHOUSE, IN A PASTURE, ON THE TOP OF A
 NU0137'BOULDER, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 20 FEET
 NU0137'WEST OF THE RIGHT-OF-WAY FENCE.  THE HIGH POINT IN A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0402 ***********************************************************************
 QB0402  DESIGNATION -  47.14
 QB0402  PID         -  QB0402
 QB0402  STATE/COUNTY-  ID/ADAMS
 QB0402  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0402
 QB0402                         *CURRENT SURVEY CONTROL
 QB0402  ___________________________________________________________________
 QB0402* NAD 83(1986)-  44 34 51.     (N)    116 31 46.     (W)     SCALED    
 QB0402* NAVD 88     -       849.537  (meters)    2787.19   (feet)  ADJUSTED  
 QB0402  ___________________________________________________________________
 QB0402  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 QB0402  DYNAMIC HT  -         849.282 (meters)    2786.35  (feet)  COMP
 QB0402  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 QB0402
 QB0402  VERT ORDER  -  FIRST     CLASS II
 QB0402
 QB0402.The horizontal coordinates were scaled from a topographic map and have
 QB0402.an estimated accuracy of +/- 6 seconds.
 QB0402
 QB0402.The orthometric height was determined by differential leveling
 QB0402.and adjusted by the National Geodetic Survey in June 1991..
 QB0402.WARNING-Repeat measurements at this control monument indicate possible
 QB0402.vertical movement.
 QB0402
 QB0402.The geoid height was determined by GEOID03.
 QB0402
 QB0402.The dynamic height is computed by dividing the NAVD 88
 QB0402.geopotential number by the normal gravity value computed on the
 QB0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0402.degrees latitude (g = 980.6199 gals.).
 QB0402
 QB0402.The modeled gravity was interpolated from observed gravity values.
 QB0402
 QB0402;                    North         East    Units  Estimated Accuracy
 QB0402;SPC ID W     -   324,020.      738,100.      MT  (+/- 180 meters Scaled)
 QB0402
 QB0402                          SUPERSEDED SURVEY CONTROL
 QB0402
 QB0402  NGVD 29 (??/??/92)  848.489  (m)         2783.75   (f) ADJ UNCH    1 2
 QB0402
 QB0402.Superseded values are not recommended for survey control.
 QB0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0402.See file dsdata.txt to determine how the superseded data were derived.
 QB0402
 QB0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK373364(NAD 83)
 QB0402_MARKER: DD = SURVEY DISK
 QB0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0402_STAMPING: 47.14
 QB0402_MARK LOGO: IDPWD 
 QB0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0402+STABILITY: SURFACE MOTION
 QB0402
 QB0402  HISTORY     - Date     Condition        Report By
 QB0402  HISTORY     - UNK      MONUMENTED       IDPWD
 QB0402  HISTORY     - 1967     GOOD             NGS
 QB0402  HISTORY     - 1983     POOR             NGS
 QB0402
 QB0402                          STATION DESCRIPTION
 QB0402
 QB0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0402'7.7 MI E FROM CAMBRIDGE.
 QB0402'7.7 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0402'CAMBRIDGE, 40 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38
 QB0402'FEET NORTH OF THE WASHINGTON-ADAMS COUNTY LINE SIGN, 2 FEET SOUTH OF A
 QB0402'T FENCE CORNER AND 1 FOOT SOUTHEAST OF A F.A.P. 104 CONCRETE POST, SET
 QB0402'IN A 5-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 QB0402
 QB0402                          STATION RECOVERY (1983)
 QB0402
 QB0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0402'THE CONCRETE POST WAS FOUND PROJECTING 1.5 FEET.  STAMPING IS 47.14
 QB0402'STA. 0+00.  NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0162 ***********************************************************************
 QB0162  DESIGNATION -  4720.38
 QB0162  PID         -  QB0162
 QB0162  STATE/COUNTY-  ID/VALLEY
 QB0162  USGS QUAD   -  SMITHS FERRY (1985)
 QB0162
 QB0162                         *CURRENT SURVEY CONTROL
 QB0162  ___________________________________________________________________
 QB0162* NAD 83(1986)-  44 19 54.     (N)    116 03 25.     (W)     SCALED    
 QB0162* NAVD 88     -      1438.856  (meters)    4720.65   (feet)  POSTED    
 QB0162  ___________________________________________________________________
 QB0162  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 QB0162  DYNAMIC HT  -        1438.200 (meters)    4718.49  (feet)  COMP
 QB0162  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 QB0162
 QB0162  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QB0162
 QB0162.The horizontal coordinates were scaled from a topographic map and have
 QB0162.an estimated accuracy of +/- 6 seconds.
 QB0162
 QB0162.The orthometric height was determined by differential leveling
 QB0162.and adjusted by the National Geodetic Survey in 1992..
 QB0162.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QB0162.rate of 4.1 thru 8.0 mm/km.
 QB0162
 QB0162.The geoid height was determined by GEOID03.
 QB0162
 QB0162.The dynamic height is computed by dividing the NAVD 88
 QB0162.geopotential number by the normal gravity value computed on the
 QB0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0162.degrees latitude (g = 980.6199 gals.).
 QB0162
 QB0162.The modeled gravity was interpolated from observed gravity values.
 QB0162
 QB0162;                    North         East    Units  Estimated Accuracy
 QB0162;SPC ID W     -   296,090.      775,520.      MT  (+/- 180 meters Scaled)
 QB0162
 QB0162                          SUPERSEDED SURVEY CONTROL
 QB0162
 QB0162  NGVD 29 (??/??/92) 1437.696  (m)         4716.84   (f) ADJ UNCH    2 0
 QB0162
 QB0162.Superseded values are not recommended for survey control.
 QB0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0162.See file dsdata.txt to determine how the superseded data were derived.
 QB0162
 QB0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK751091(NAD 83)
 QB0162_MARKER: DD = SURVEY DISK
 QB0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0162_SP_SET: BRIDGE
 QB0162_STAMPING: 4720.38
 QB0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0162
 QB0162  HISTORY     - Date     Condition        Report By
 QB0162  HISTORY     - UNK      MONUMENTED       IDPWD
 QB0162  HISTORY     - 1935     GOOD             NGS
 QB0162
 QB0162                          STATION DESCRIPTION
 QB0162
 QB0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0162'3.2 MI NE FROM SMITHS FERRY.
 QB0162'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE FIRE WARDEN
 QB0162'RESIDENCE AT SMITHS FERRY, VALLEY COUNTY, AT THE CENTER OF A CURVE, 25
 QB0162'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE WEST
 QB0162'HEAD WALL OF A 6- BY 36-FOOT CONCRETE BRIDGE OVER ROUND VALLEY CREEK.
 QB0162'AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED 4720.38.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0504 ***********************************************************************
 SU0504  DESIGNATION -  4721
 SU0504  PID         -  SU0504
 SU0504  STATE/COUNTY-  ID/SHOSHONE
 SU0504  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0504
 SU0504                         *CURRENT SURVEY CONTROL
 SU0504  ___________________________________________________________________
 SU0504* NAD 83(1986)-  47 27 19.     (N)    115 41 48.     (W)     SCALED    
 SU0504* NAVD 88     -      1440.385  (meters)    4725.66   (feet)  ADJUSTED  
 SU0504  ___________________________________________________________________
 SU0504  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 SU0504  DYNAMIC HT  -        1440.182 (meters)    4725.00  (feet)  COMP
 SU0504  MODELED GRAV-     980,420.6   (mgal)                       NAVD 88
 SU0504
 SU0504  VERT ORDER  -  SECOND    CLASS 0
 SU0504
 SU0504.The horizontal coordinates were scaled from a topographic map and have
 SU0504.an estimated accuracy of +/- 6 seconds.
 SU0504
 SU0504.The orthometric height was determined by differential leveling
 SU0504.and adjusted by the National Geodetic Survey in June 1991..
 SU0504
 SU0504.The geoid height was determined by GEOID03.
 SU0504
 SU0504.The dynamic height is computed by dividing the NAVD 88
 SU0504.geopotential number by the normal gravity value computed on the
 SU0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0504.degrees latitude (g = 980.6199 gals.).
 SU0504
 SU0504.The modeled gravity was interpolated from observed gravity values.
 SU0504
 SU0504;                    North         East    Units  Estimated Accuracy
 SU0504;SPC ID W     -   643,210.      804,020.      MT  (+/- 180 meters Scaled)
 SU0504
 SU0504                          SUPERSEDED SURVEY CONTROL
 SU0504
 SU0504  NGVD 29 (??/??/92) 1439.125  (m)         4721.53   (f) ADJ UNCH    2 0
 SU0504
 SU0504.Superseded values are not recommended for survey control.
 SU0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0504.See file dsdata.txt to determine how the superseded data were derived.
 SU0504
 SU0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN982565(NAD 83)
 SU0504_MARKER: DD = SURVEY DISK
 SU0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0504_STAMPING: P.O.T. 665 - 02 40 FT TO CL
 SU0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0504+STABILITY: SURFACE MOTION
 SU0504
 SU0504  HISTORY     - Date     Condition        Report By
 SU0504  HISTORY     - UNK      MONUMENTED       IDPWD
 SU0504  HISTORY     - 1958     GOOD             NGS
 SU0504
 SU0504                          STATION DESCRIPTION
 SU0504
 SU0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SU0504'6.3 MI E FROM MULLAN.
 SU0504'6.3 MILES ALONG U. S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILROAD
 SU0504'STATION AT MULLAN, AT THE SUMMIT OF LOOKOUT PASS AND ABOUT ON THE
 SU0504'IDAHO-MONTANA STATE LINE, IN THE SHOULDER OF THE RECONSTRUCTED HIGHWAY
 SU0504'AND 1 1/2 FOOT BELOW THE GROUND SURFACE, 41 FEET EAST FROM THE CENTER
 SU0504'LINE OF THE MAIN LINE TRACKS OF THE RAILROAD, 1 1/2 FOOT EAST OF AN
 SU0504'8X8-INCH WOOD POST MARK HIGHWAY PROJECT LIMITS, AND WITH AN OPENED-END
 SU0504'CARBIDE CAN PLACED ABOVE THE BENCH MARK TO ASSIST IN ITS RECOVERY AND
 SU0504'USE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0012 ***********************************************************************
 QA0012  DESIGNATION -  4723
 QA0012  PID         -  QA0012
 QA0012  STATE/COUNTY-  ID/CUSTER
 QA0012  USGS QUAD   -  GOOSEBERRY CREEK (1989)
 QA0012
 QA0012                         *CURRENT SURVEY CONTROL
 QA0012  ___________________________________________________________________
 QA0012* NAD 83(1986)-  44 38 11.     (N)    114 07 49.     (W)     SCALED    
 QA0012* NAVD 88     -      1445.089  (meters)    4741.10   (feet)  ADJUSTED  
 QA0012  ___________________________________________________________________
 QA0012  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 QA0012  DYNAMIC HT  -        1444.391 (meters)    4738.81  (feet)  COMP
 QA0012  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 QA0012
 QA0012  VERT ORDER  -  FIRST     CLASS II
 QA0012
 QA0012.The horizontal coordinates were scaled from a topographic map and have
 QA0012.an estimated accuracy of +/- 6 seconds.
 QA0012
 QA0012.The orthometric height was determined by differential leveling
 QA0012.and adjusted by the National Geodetic Survey in June 1991..
 QA0012
 QA0012.The geoid height was determined by GEOID03.
 QA0012
 QA0012.The dynamic height is computed by dividing the NAVD 88
 QA0012.geopotential number by the normal gravity value computed on the
 QA0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0012.degrees latitude (g = 980.6199 gals.).
 QA0012
 QA0012.The modeled gravity was interpolated from observed gravity values.
 QA0012
 QA0012;                    North         East    Units  Estimated Accuracy
 QA0012;SPC ID C     -   329,910.      489,660.      MT  (+/- 180 meters Scaled)
 QA0012
 QA0012                          SUPERSEDED SURVEY CONTROL
 QA0012
 QA0012  NGVD 29 (??/??/92) 1443.884  (m)         4737.14   (f) ADJ UNCH    1 2
 QA0012
 QA0012.Superseded values are not recommended for survey control.
 QA0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0012.See file dsdata.txt to determine how the superseded data were derived.
 QA0012
 QA0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK276465(NAD 83)
 QA0012_MARKER: DD = SURVEY DISK
 QA0012_SETTING: 66 = SET IN ROCK OUTCROP
 QA0012_SP_SET: ROCK LEDGE
 QA0012_STAMPING: 4723 1912 52
 QA0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0012+STABILITY: POSITION/ELEVATION WELL
 QA0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QA0012+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 QA0012
 QA0012  HISTORY     - Date     Condition        Report By
 QA0012  HISTORY     - 1912     MONUMENTED       USGS
 QA0012  HISTORY     - 20000620 GOOD             IDTD
 QA0012
 QA0012                          STATION DESCRIPTION
 QA0012
 QA0012'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 QA0012'12.0 MI NE FROM CHALLIS.
 QA0012'12.0 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM CHALLIS, CUSTER
 QA0012'COUNTY, 0.8 MILE NORTHEAST OF THE BRIDGE OVER SALMON RIVER, 900 FEET
 QA0012'EAST OF A TWO-STORY ABANDONED LOG HOUSE NEAR THE TOP OF AN ABANDONED
 QA0012'DUGWAY, AT THE SOUTH EDGE OF AN OLD RIVER CHANNEL, 185 FEET NORTH OF
 QA0012'THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A ROCK LEDGE.  A
 QA0012'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4723 1912 52.
 QA0012
 QA0012                          STATION RECOVERY (2000)
 QA0012
 QA0012'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (JAK)
 QA0012'ADD THE FOLLOWING TO THE 1912 DESCRIPTION
 QA0012' 
 QA0012'LEFT (NORTHWEST) OF US-93 MILEPOST 257.63 AND 3 FEET SOUTH-EAST OF A
 QA0012'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0374 ***********************************************************************
 NT0374  DESIGNATION -  4748
 NT0374  PID         -  NT0374
 NT0374  STATE/COUNTY-  ID/FRANKLIN
 NT0374  USGS QUAD   -  BANIDA (1969)
 NT0374
 NT0374                         *CURRENT SURVEY CONTROL
 NT0374  ___________________________________________________________________
 NT0374* NAD 83(1986)-  42 13 39.     (N)    111 59 03.     (W)     SCALED    
 NT0374* NAVD 88     -      1448.222  (meters)    4751.38   (feet)  POSTED    
 NT0374  ___________________________________________________________________
 NT0374  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 NT0374  DYNAMIC HT  -        1447.250 (meters)    4748.19  (feet)  COMP
 NT0374  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 NT0374
 NT0374  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NT0374
 NT0374.The horizontal coordinates were scaled from a topographic map and have
 NT0374.an estimated accuracy of +/- 6 seconds.
 NT0374
 NT0374.The orthometric height was determined by differential leveling
 NT0374.and adjusted by the National Geodetic Survey in 1992..
 NT0374.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NT0374.rate of 1.1 thru 2.0 mm/km.
 NT0374
 NT0374.The geoid height was determined by GEOID03.
 NT0374
 NT0374.The dynamic height is computed by dividing the NAVD 88
 NT0374.geopotential number by the normal gravity value computed on the
 NT0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0374.degrees latitude (g = 980.6199 gals.).
 NT0374
 NT0374.The modeled gravity was interpolated from observed gravity values.
 NT0374
 NT0374;                    North         East    Units  Estimated Accuracy
 NT0374;SPC ID E     -    62,310.      215,070.      MT  (+/- 180 meters Scaled)
 NT0374
 NT0374                          SUPERSEDED SURVEY CONTROL
 NT0374
 NT0374.No superseded survey control is available for this station.
 NT0374
 NT0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM187755(NAD 83)
 NT0374_MARKER: DD = SURVEY DISK
 NT0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0374_SP_SET: FOUNDATION
 NT0374_STAMPING: 4748 1914
 NT0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0374
 NT0374  HISTORY     - Date     Condition        Report By
 NT0374  HISTORY     - 1914     MONUMENTED       USGS
 NT0374  HISTORY     - 1967     GOOD             NGS
 NT0374
 NT0374                          STATION DESCRIPTION
 NT0374
 NT0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0374'IN COULAM.
 NT0374'AT COULAM, FRANKLIN COUNTY, ON THE UNION PACIFIC RAILROAD, 6 POLES
 NT0374'NORTH OF THE STATION, 115 FEET NORTHEAST OF CULVERT 78.46, AT THE
 NT0374'SOUTH SIDE OF THE FARMERS NATIONAL ELEVATOR CO. PROPERTY, BETWEEN THE
 NT0374'TWO SOUTH STEEL GRAIN PITS, IN THE CONCRETE FOUNDATION FLOOR, 60 FEET
 NT0374'EAST OF THE CENTERLINE OF THE TRACK, AND 28 FEET WEST OF THE
 NT0374'CENTERLINE OF A GRAVEL ROAD LEADING TO THE ELEVATOR DUMP.  A UNITED
 NT0374'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4748 1914.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0382 ***********************************************************************
 NT0382  DESIGNATION -  4748
 NT0382  PID         -  NT0382
 NT0382  STATE/COUNTY-  ID/FRANKLIN
 NT0382  USGS QUAD   -  WESTON (1969)
 NT0382
 NT0382                         *CURRENT SURVEY CONTROL
 NT0382  ___________________________________________________________________
 NT0382* NAD 83(1986)-  42 07 07.     (N)    111 58 41.     (W)     SCALED    
 NT0382* NAVD 88     -      1448.230  (meters)    4751.40   (feet)  ADJUSTED  
 NT0382  ___________________________________________________________________
 NT0382  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NT0382  DYNAMIC HT  -        1447.245 (meters)    4748.17  (feet)  COMP
 NT0382  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 NT0382
 NT0382  VERT ORDER  -  FIRST     CLASS II
 NT0382
 NT0382.The horizontal coordinates were scaled from a topographic map and have
 NT0382.an estimated accuracy of +/- 6 seconds.
 NT0382
 NT0382.The orthometric height was determined by differential leveling
 NT0382.and adjusted by the National Geodetic Survey in June 1991..
 NT0382
 NT0382.The geoid height was determined by GEOID03.
 NT0382
 NT0382.The dynamic height is computed by dividing the NAVD 88
 NT0382.geopotential number by the normal gravity value computed on the
 NT0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0382.degrees latitude (g = 980.6199 gals.).
 NT0382
 NT0382.The modeled gravity was interpolated from observed gravity values.
 NT0382
 NT0382;                    North         East    Units  Estimated Accuracy
 NT0382;SPC ID E     -    50,210.      215,600.      MT  (+/- 180 meters Scaled)
 NT0382
 NT0382                          SUPERSEDED SURVEY CONTROL
 NT0382
 NT0382  NGVD 29 (??/??/92) 1447.10   (m)         4747.7    (f) COMPUTED    1 2
 NT0382
 NT0382.Superseded values are not recommended for survey control.
 NT0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0382.See file dsdata.txt to determine how the superseded data were derived.
 NT0382
 NT0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM191634(NAD 83)
 NT0382_MARKER: DD = SURVEY DISK
 NT0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0382_SP_SET: FOUNDATION
 NT0382_STAMPING: 4748 1914
 NT0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0382
 NT0382  HISTORY     - Date     Condition        Report By
 NT0382  HISTORY     - 1914     MONUMENTED       USGS
 NT0382  HISTORY     - 1951     GOOD             NGS
 NT0382
 NT0382                          STATION DESCRIPTION
 NT0382
 NT0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0382'IN DAYTON.
 NT0382'NEW DESCRIPTION, AT DAYTON, AT THE UNION PACIFIC RAILROAD STATION, SET
 NT0382'VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION OF THE
 NT0382'TELEGRAPH OFFICE, 15 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 1.3
 NT0382'FEET NORTH OF THE SOUTHEAST CORNER OF THE TELEGRAPH OFFICE, AND SET
 NT0382'0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0011 ***********************************************************************
 QA0011  DESIGNATION -  4750
 QA0011  PID         -  QA0011
 QA0011  STATE/COUNTY-  ID/CUSTER
 QA0011  USGS QUAD   -  GOOSEBERRY CREEK (1989)
 QA0011
 QA0011                         *CURRENT SURVEY CONTROL
 QA0011  ___________________________________________________________________
 QA0011* NAD 83(1986)-  44 37 43.     (N)    114 09 27.     (W)     SCALED    
 QA0011* NAVD 88     -      1448.561  (meters)    4752.49   (feet)  ADJUSTED  
 QA0011  ___________________________________________________________________
 QA0011  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 QA0011  DYNAMIC HT  -        1447.854 (meters)    4750.17  (feet)  COMP
 QA0011  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 QA0011
 QA0011  VERT ORDER  -  FIRST     CLASS II
 QA0011
 QA0011.The horizontal coordinates were scaled from a topographic map and have
 QA0011.an estimated accuracy of +/- 6 seconds.
 QA0011
 QA0011.The orthometric height was determined by differential leveling
 QA0011.and adjusted by the National Geodetic Survey in June 1991..
 QA0011
 QA0011.The geoid height was determined by GEOID03.
 QA0011
 QA0011.The dynamic height is computed by dividing the NAVD 88
 QA0011.geopotential number by the normal gravity value computed on the
 QA0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0011.degrees latitude (g = 980.6199 gals.).
 QA0011
 QA0011.The modeled gravity was interpolated from observed gravity values.
 QA0011
 QA0011;                    North         East    Units  Estimated Accuracy
 QA0011;SPC ID C     -   329,050.      487,500.      MT  (+/- 180 meters Scaled)
 QA0011
 QA0011                          SUPERSEDED SURVEY CONTROL
 QA0011
 QA0011  NGVD 29 (??/??/92) 1447.349  (m)         4748.51   (f) ADJ UNCH    1 2
 QA0011
 QA0011.Superseded values are not recommended for survey control.
 QA0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0011.See file dsdata.txt to determine how the superseded data were derived.
 QA0011
 QA0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK254456(NAD 83)
 QA0011_MARKER: DD = SURVEY DISK
 QA0011_SETTING: 80 = SET IN A BOULDER
 QA0011_STAMPING: 4750 1912 51
 QA0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0011+STABILITY: SURFACE MOTION
 QA0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QA0011+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 QA0011
 QA0011  HISTORY     - Date     Condition        Report By
 QA0011  HISTORY     - 1912     MONUMENTED       USGS
 QA0011  HISTORY     - 20000620 GOOD             IDTD
 QA0011
 QA0011                          STATION DESCRIPTION
 QA0011
 QA0011'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 QA0011'10.5 MI N FROM CHALLIS.
 QA0011'10.5 MILES NORTH ALONG U.S. HIGHWAY 93 FROM CHALLIS, CUSTER COUNTY,
 QA0011'1.4 MILES NORTH OF THE T-JUNCTION OF THE SAWTOOTH PARK ROAD, 0.7 MILE
 QA0011'SOUTHWEST OF THE BRIDGE OVER SALMON RIVER, NEAR THE MIDDLE OF A
 QA0011'TANGENT TO REVERSE CURVES, 120 FEET SOUTHEAST OF THE BASE OF A GRANITE
 QA0011'BLUFF, 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP
 QA0011'OF A PARTLY BURIED BOULDER MARKED BY THE PAINTED LETTERS BM. A UNITED
 QA0011'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4750 1912 51.
 QA0011
 QA0011                          STATION RECOVERY (2000)
 QA0011
 QA0011'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (JAK)
 QA0011'ADD THE FOLLOWING TO THE 1912 DESCRIPTION
 QA0011' 
 QA0011'LEFT (NORTHWEST) OF US-93 MILEPOST 256.17 AND 3 FEET EAST OF A WITNESS
 QA0011'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0274 ***********************************************************************
 QA0274  DESIGNATION -  4750.5
 QA0274  PID         -  QA0274
 QA0274  STATE/COUNTY-  ID/VALLEY
 QA0274  USGS QUAD   -  ARTILLERY DOME (1990)
 QA0274
 QA0274                         *CURRENT SURVEY CONTROL
 QA0274  ___________________________________________________________________
 QA0274* NAD 83(1986)-  44 44 34.     (N)    115 08 18.     (W)     SCALED    
 QA0274* NAVD 88     -      1450.352  (meters)    4758.36   (feet)  ADJUSTED  
 QA0274  ___________________________________________________________________
 QA0274  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 QA0274  DYNAMIC HT  -        1449.423 (meters)    4755.32  (feet)  COMP
 QA0274  MODELED GRAV-     979,930.3   (mgal)                       NAVD 88
 QA0274
 QA0274  VERT ORDER  -  SECOND    CLASS 0
 QA0274
 QA0274.The horizontal coordinates were scaled from a topographic map and have
 QA0274.an estimated accuracy of +/- 6 seconds.
 QA0274
 QA0274.The orthometric height was determined by differential leveling
 QA0274.and adjusted by the National Geodetic Survey in June 1991..
 QA0274
 QA0274.The geoid height was determined by GEOID03.
 QA0274
 QA0274.The dynamic height is computed by dividing the NAVD 88
 QA0274.geopotential number by the normal gravity value computed on the
 QA0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0274.degrees latitude (g = 980.6199 gals.).
 QA0274
 QA0274.The modeled gravity was interpolated from observed gravity values.
 QA0274
 QA0274;                    North         East    Units  Estimated Accuracy
 QA0274;SPC ID W     -   341,910.      848,440.      MT  (+/- 180 meters Scaled)
 QA0274
 QA0274                          SUPERSEDED SURVEY CONTROL
 QA0274
 QA0274  NGVD 29 (??/??/92) 1448.791  (m)         4753.24   (f) ADJ UNCH    2 0
 QA0274
 QA0274.Superseded values are not recommended for survey control.
 QA0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0274.See file dsdata.txt to determine how the superseded data were derived.
 QA0274
 QA0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK473560(NAD 83)
 QA0274_MARKER: N = NAIL
 QA0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0274_SP_SET: TREE
 QA0274_STAMPING: 4750.5
 QA0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0274
 QA0274  HISTORY     - Date     Condition        Report By
 QA0274  HISTORY     - UNK      MONUMENTED       USGS
 QA0274  HISTORY     - 1947     GOOD             NGS
 QA0274
 QA0274                          STATION DESCRIPTION
 QA0274
 QA0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 QA0274'0.5 MI N FROM MIDDLE FORK GUARD STA.
 QA0274'ALONG THE U. S. FOREST SERVICE TRAIL ALONG THE MIDDLE FORK, SALMON
 QA0274'RIVER, 91.9 FEET NORTHEAST OF TRAIL CROSSING AT GARDEN CREEK, 23 FEET
 QA0274'NORTH OF THE MIDDLE FORK TRAIL, SET IN THE BASE OF A PONDEROSA PINE
 QA0274'TREE.  USBM IS PAINTED ON A BLAZED TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0416 ***********************************************************************
 QB0416  DESIGNATION -  47.60
 QB0416  PID         -  QB0416
 QB0416  STATE/COUNTY-  ID/WASHINGTON
 QB0416  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0416
 QB0416                         *CURRENT SURVEY CONTROL
 QB0416  ___________________________________________________________________
 QB0416* NAD 83(1986)-  44 34 04.     (N)    116 34 45.     (W)     SCALED    
 QB0416* NAVD 88     -       830.580  (meters)    2724.99   (feet)  ADJUSTED  
 QB0416  ___________________________________________________________________
 QB0416  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 QB0416  DYNAMIC HT  -         830.333 (meters)    2724.18  (feet)  COMP
 QB0416  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 QB0416
 QB0416  VERT ORDER  -  FIRST     CLASS II
 QB0416
 QB0416.The horizontal coordinates were scaled from a topographic map and have
 QB0416.an estimated accuracy of +/- 6 seconds.
 QB0416
 QB0416.The orthometric height was determined by differential leveling
 QB0416.and adjusted by the National Geodetic Survey in June 1991..
 QB0416
 QB0416.The geoid height was determined by GEOID03.
 QB0416
 QB0416.The dynamic height is computed by dividing the NAVD 88
 QB0416.geopotential number by the normal gravity value computed on the
 QB0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0416.degrees latitude (g = 980.6199 gals.).
 QB0416
 QB0416.The modeled gravity was interpolated from observed gravity values.
 QB0416
 QB0416;                    North         East    Units  Estimated Accuracy
 QB0416;SPC ID W     -   322,610.      734,140.      MT  (+/- 180 meters Scaled)
 QB0416
 QB0416                          SUPERSEDED SURVEY CONTROL
 QB0416
 QB0416  NGVD 29 (??/??/92)  829.536  (m)         2721.57   (f) ADJ UNCH    1 2
 QB0416
 QB0416.Superseded values are not recommended for survey control.
 QB0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0416.See file dsdata.txt to determine how the superseded data were derived.
 QB0416
 QB0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK334350(NAD 83)
 QB0416_MARKER: DD = SURVEY DISK
 QB0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0416_STAMPING: 271842
 QB0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0416+STABILITY: SURFACE MOTION
 QB0416
 QB0416  HISTORY     - Date     Condition        Report By
 QB0416  HISTORY     - UNK      MONUMENTED       IDPWD
 QB0416  HISTORY     - 1967     MARK NOT FOUND   NGS
 QB0416
 QB0416                          STATION DESCRIPTION
 QB0416
 QB0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0416'5.0 MI E FROM CAMBRIDGE.
 QB0416'SEARCHED FOR BUT NOT RECOVERED.  THE FOLLOWING IS THE ORIGINAL
 QB0416'DESCRIPTION.  5.0 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE UNION
 QB0416'PACIFIC RAILROAD STATION AT CAMBRIDGE, WASHINGTON COUNTY, 500 FEET
 QB0416'NORTH OF A FARMHOUSE, 20 FEET NORTHEAST OF A WOODEN GATE IN THE FENCE,
 QB0416'AND 40 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  AN IDAHO
 QB0416'DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED 271842 AND SET IN
 QB0416'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0385 ***********************************************************************
 OY0385  DESIGNATION -  4762
 OY0385  PID         -  OY0385
 OY0385  STATE/COUNTY-  ID/BINGHAM
 OY0385  USGS QUAD   -  TABER (1973)
 OY0385
 OY0385                         *CURRENT SURVEY CONTROL
 OY0385  ___________________________________________________________________
 OY0385* NAD 83(1986)-  43 20 10.     (N)    112 42 27.     (W)     SCALED    
 OY0385* NAVD 88     -      1452.517  (meters)    4765.47   (feet)  ADJUSTED  
 OY0385  ___________________________________________________________________
 OY0385  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 OY0385  DYNAMIC HT  -        1451.753 (meters)    4762.96  (feet)  COMP
 OY0385  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 OY0385
 OY0385  VERT ORDER  -  FIRST     CLASS II
 OY0385
 OY0385.The horizontal coordinates were scaled from a topographic map and have
 OY0385.an estimated accuracy of +/- 6 seconds.
 OY0385
 OY0385.The orthometric height was determined by differential leveling
 OY0385.and adjusted by the National Geodetic Survey in December 1992..
 OY0385
 OY0385.The geoid height was determined by GEOID03.
 OY0385
 OY0385.The dynamic height is computed by dividing the NAVD 88
 OY0385.geopotential number by the normal gravity value computed on the
 OY0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0385.degrees latitude (g = 980.6199 gals.).
 OY0385
 OY0385.The modeled gravity was interpolated from observed gravity values.
 OY0385
 OY0385;                    North         East    Units  Estimated Accuracy
 OY0385;SPC ID E     -   185,580.      156,140.      MT  (+/- 180 meters Scaled)
 OY0385
 OY0385                          SUPERSEDED SURVEY CONTROL
 OY0385
 OY0385  NAVD 88 (06/15/91) 1452.530  (m)         4765.51   (f) UNKNOWN     1 2
 OY0385  NGVD 29 (08/20/92) 1451.493  (m)         4762.11   (f) ADJUSTED    1 2
 OY0385
 OY0385.Superseded values are not recommended for survey control.
 OY0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0385.See file dsdata.txt to determine how the superseded data were derived.
 OY0385
 OY0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN615995(NAD 83)
 OY0385_MARKER: DD = SURVEY DISK
 OY0385_SETTING: 66 = SET IN ROCK OUTCROP
 OY0385_SP_SET: BEDROCK
 OY0385_STAMPING: 4762 1912 8
 OY0385_MARK LOGO: USGS  
 OY0385_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0385+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0385
 OY0385  HISTORY     - Date     Condition        Report By
 OY0385  HISTORY     - 1912     MONUMENTED       USGS
 OY0385  HISTORY     - 1948     GOOD             NGS
 OY0385  HISTORY     - 1973     GOOD             USGS
 OY0385  HISTORY     - 19920619 GOOD             NGS
 OY0385
 OY0385                          STATION DESCRIPTION
 OY0385
 OY0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0385'21.6 MI NW FROM BLACKFOOT.
 OY0385'21.6 MILES NORTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0385'STATION AT BLACKFOOT, BINGHAM COUNTY, 0.6 MILE NORTHWEST OF MILEPOST
 OY0385'21, 483 FEET SOUTHEAST OF THE CENTERLINE OF CULVERT 21.67 UNDER THE
 OY0385'TRACK, AT A CUT THROUGH LAVA ROCK, 78 FEET SOUTHEAST OF THE NORTHWEST
 OY0385'END, 9 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP
 OY0385'OF LAVA ROCK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 OY0385'STAMPED 4762 1912 8.
 OY0385
 OY0385                          STATION RECOVERY (1973)
 OY0385
 OY0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OY0385'RECOVERED IN GOOD CONDITION.
 OY0385
 OY0385                          STATION RECOVERY (1992)
 OY0385
 OY0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0385'32.7 KM (20.30 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY0385'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, NEAR THE
 OY0385'NORTHEAST END OF A 2 BY 4-FOOT AREA OF EXPOSED BEDROCK IN A RAILROAD
 OY0385'CUT, 2.8 M (9.2 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.4 M (1.3 FT)
 OY0385'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0164 ***********************************************************************
 NU0164  DESIGNATION -  4767
 NU0164  PID         -  NU0164
 NU0164  STATE/COUNTY-  ID/BANNOCK
 NU0164  USGS QUAD   -  MC CAMMON (1968)
 NU0164
 NU0164                         *CURRENT SURVEY CONTROL
 NU0164  ___________________________________________________________________
 NU0164* NAD 83(1986)-  42 39 13.     (N)    112 11 40.     (W)     SCALED    
 NU0164* NAVD 88     -      1454.325  (meters)    4771.40   (feet)  ADJUSTED  
 NU0164  ___________________________________________________________________
 NU0164  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 NU0164  DYNAMIC HT  -        1453.408 (meters)    4768.39  (feet)  COMP
 NU0164  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 NU0164
 NU0164  VERT ORDER  -  FIRST     CLASS I
 NU0164
 NU0164.The horizontal coordinates were scaled from a topographic map and have
 NU0164.an estimated accuracy of +/- 6 seconds.
 NU0164
 NU0164.The orthometric height was determined by differential leveling
 NU0164.and adjusted by the National Geodetic Survey in June 1991..
 NU0164.WARNING-Repeat measurements at this control monument indicate possible
 NU0164.vertical movement.
 NU0164
 NU0164.The geoid height was determined by GEOID03.
 NU0164
 NU0164.The dynamic height is computed by dividing the NAVD 88
 NU0164.geopotential number by the normal gravity value computed on the
 NU0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0164.degrees latitude (g = 980.6199 gals.).
 NU0164
 NU0164.The modeled gravity was interpolated from observed gravity values.
 NU0164
 NU0164;                    North         East    Units  Estimated Accuracy
 NU0164;SPC ID E     -   109,620.      197,720.      MT  (+/- 180 meters Scaled)
 NU0164
 NU0164                          SUPERSEDED SURVEY CONTROL
 NU0164
 NU0164  NGVD 29 (??/??/92) 1453.238  (m)         4767.83   (f) ADJ UNCH    1 1
 NU0164
 NU0164.Superseded values are not recommended for survey control.
 NU0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0164.See file dsdata.txt to determine how the superseded data were derived.
 NU0164
 NU0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN020230(NAD 83)
 NU0164_MARKER: DD = SURVEY DISK
 NU0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0164_SP_SET: BUILDING
 NU0164_STAMPING: 4767 B 1909 B
 NU0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0164
 NU0164  HISTORY     - Date     Condition        Report By
 NU0164  HISTORY     - 1909     MONUMENTED       USGS
 NU0164  HISTORY     - 1958     GOOD             NGS
 NU0164
 NU0164                          STATION DESCRIPTION
 NU0164
 NU0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0164'IN MCCAMMON.
 NU0164'AT MCCAMMON, AT THE NORTHWEST CORNER OF THIRD AND MAIN STREETS, AT THE
 NU0164'POST OFFICE, SET VERTICALLY IN THE SOUTH FACE OF THE CORNER STONE, AND
 NU0164'ABOUT 3 1/2 FEET ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0716 ***********************************************************************
 OY0716  DESIGNATION -  4767.8
 OY0716  PID         -  OY0716
 OY0716  STATE/COUNTY-  ID/BLAINE
 OY0716  USGS QUAD   -  CAREY (1979)
 OY0716
 OY0716                         *CURRENT SURVEY CONTROL
 OY0716  ___________________________________________________________________
 OY0716* NAD 83(1986)-  43 19 38.     (N)    113 56 09.     (W)     SCALED    
 OY0716* NAVD 88     -      1453.892  (meters)    4769.98   (feet)  ADJUSTED  
 OY0716  ___________________________________________________________________
 OY0716  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 OY0716  DYNAMIC HT  -        1453.084 (meters)    4767.33  (feet)  COMP
 OY0716  MODELED GRAV-     980,013.1   (mgal)                       NAVD 88
 OY0716
 OY0716  VERT ORDER  -  SECOND    CLASS 0
 OY0716
 OY0716.The horizontal coordinates were scaled from a topographic map and have
 OY0716.an estimated accuracy of +/- 6 seconds.
 OY0716
 OY0716.The orthometric height was determined by differential leveling
 OY0716.and adjusted by the National Geodetic Survey in June 1991..
 OY0716
 OY0716.The geoid height was determined by GEOID03.
 OY0716
 OY0716.The dynamic height is computed by dividing the NAVD 88
 OY0716.geopotential number by the normal gravity value computed on the
 OY0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0716.degrees latitude (g = 980.6199 gals.).
 OY0716
 OY0716.The modeled gravity was interpolated from observed gravity values.
 OY0716
 OY0716;                    North         East    Units  Estimated Accuracy
 OY0716;SPC ID C     -   184,450.      505,200.      MT  (+/- 180 meters Scaled)
 OY0716
 OY0716                          SUPERSEDED SURVEY CONTROL
 OY0716
 OY0716  NGVD 29 (??/??/92) 1452.862  (m)         4766.60   (f) ADJ UNCH    2 0
 OY0716
 OY0716.Superseded values are not recommended for survey control.
 OY0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0716.See file dsdata.txt to determine how the superseded data were derived.
 OY0716
 OY0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP619013(NAD 83)
 OY0716_MARKER: N = NAIL
 OY0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0716_SP_SET: CULVERT
 OY0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0716
 OY0716  HISTORY     - Date     Condition        Report By
 OY0716  HISTORY     - UNK      MONUMENTED       USGS
 OY0716  HISTORY     - 1958     POOR             NGS
 OY0716
 OY0716                          STATION DESCRIPTION
 OY0716
 OY0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0716'1.95 MI NE FROM CAREY.
 OY0716'1.85 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0716'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, THENCE 0.1 MILE NORTH ALONG
 OY0716'A TRACK ROAD, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL
 OY0716'OF AN 18-INCH PIPE CULVERT UNDER THE ROAD, 9 1/2 FEET EAST OF THE
 OY0716'CENTER LINE OF THE ROAD, 2.9 FEET NORTH OF THE SOUTH END OF THE HEAD
 OY0716'WALL, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.  NOTE-- THIS HEAD
 OY0716'WALL HAS BEEN STRUCK BY A GRADER OR OTHER HEAVY MACHINE AND SEEMS TO
 OY0716'HAVE BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0161 ***********************************************************************
 QB0161  DESIGNATION -  4775.45
 QB0161  PID         -  QB0161
 QB0161  STATE/COUNTY-  ID/VALLEY
 QB0161  USGS QUAD   -  SMITHS FERRY (1985)
 QB0161
 QB0161                         *CURRENT SURVEY CONTROL
 QB0161  ___________________________________________________________________
 QB0161* NAD 83(1986)-  44 20 08.     (N)    116 02 11.     (W)     SCALED    
 QB0161* NAVD 88     -      1457.118  (meters)    4780.56   (feet)  POSTED    
 QB0161  ___________________________________________________________________
 QB0161  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 QB0161  DYNAMIC HT  -        1456.450 (meters)    4778.37  (feet)  COMP
 QB0161  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 QB0161
 QB0161  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QB0161
 QB0161.The horizontal coordinates were scaled from a topographic map and have
 QB0161.an estimated accuracy of +/- 6 seconds.
 QB0161
 QB0161.The orthometric height was determined by differential leveling
 QB0161.and adjusted by the National Geodetic Survey in 1992..
 QB0161.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QB0161.rate of 4.1 thru 8.0 mm/km.
 QB0161
 QB0161.The geoid height was determined by GEOID03.
 QB0161
 QB0161.The dynamic height is computed by dividing the NAVD 88
 QB0161.geopotential number by the normal gravity value computed on the
 QB0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0161.degrees latitude (g = 980.6199 gals.).
 QB0161
 QB0161.The modeled gravity was interpolated from observed gravity values.
 QB0161
 QB0161;                    North         East    Units  Estimated Accuracy
 QB0161;SPC ID W     -   296,510.      777,160.      MT  (+/- 180 meters Scaled)
 QB0161
 QB0161                          SUPERSEDED SURVEY CONTROL
 QB0161
 QB0161  NGVD 29 (??/??/92) 1455.956  (m)         4776.75   (f) ADJ UNCH    2 0
 QB0161
 QB0161.Superseded values are not recommended for survey control.
 QB0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0161.See file dsdata.txt to determine how the superseded data were derived.
 QB0161
 QB0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK768095(NAD 83)
 QB0161_MARKER: DD = SURVEY DISK
 QB0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0161_SP_SET: CULVERT
 QB0161_STAMPING: 4775.45
 QB0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0161
 QB0161  HISTORY     - Date     Condition        Report By
 QB0161  HISTORY     - UNK      MONUMENTED       IDPWD
 QB0161  HISTORY     - 1952     MARK NOT FOUND   USGS
 QB0161
 QB0161                          STATION DESCRIPTION
 QB0161
 QB0161'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QB0161'4.3 MI NE FROM SMITHS FERRY.
 QB0161'4.3 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE FIRE WARDEN
 QB0161'RESIDENCE AT SMITHS FERRY, VALLEY COUNTY, AT THE NORTHEAST END OF A
 QB0161'WEST CURVE, ABOUT 50.1 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER STAMPED
 QB0161'P.T. 193+64.1, 40 FEET WEST OF THE CENTER OF THE CROSSING OF A
 QB0161'NORTH-AND-SOUTH ROAD, 20 FEET NORTHWEST OF THE CENTER LINE OF THE
 QB0161'HIGHWAY, AND IN THE TOP OF THE NORTH HEAD WALL OF A 1-1/2-FOOT PIPE
 QB0161'CULVERT.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED
 QB0161'4775.45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0714 ***********************************************************************
 OY0714  DESIGNATION -  4776.1
 OY0714  PID         -  OY0714
 OY0714  STATE/COUNTY-  ID/BLAINE
 OY0714  USGS QUAD   -  CAREY (1979)
 OY0714
 OY0714                         *CURRENT SURVEY CONTROL
 OY0714  ___________________________________________________________________
 OY0714* NAD 83(1986)-  43 20 07.     (N)    113 55 33.     (W)     SCALED    
 OY0714* NAVD 88     -      1456.419  (meters)    4778.27   (feet)  ADJUSTED  
 OY0714  ___________________________________________________________________
 OY0714  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 OY0714  DYNAMIC HT  -        1455.606 (meters)    4775.60  (feet)  COMP
 OY0714  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 OY0714
 OY0714  VERT ORDER  -  SECOND    CLASS 0
 OY0714
 OY0714.The horizontal coordinates were scaled from a topographic map and have
 OY0714.an estimated accuracy of +/- 6 seconds.
 OY0714
 OY0714.The orthometric height was determined by differential leveling
 OY0714.and adjusted by the National Geodetic Survey in June 1991..
 OY0714
 OY0714.The geoid height was determined by GEOID03.
 OY0714
 OY0714.The dynamic height is computed by dividing the NAVD 88
 OY0714.geopotential number by the normal gravity value computed on the
 OY0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0714.degrees latitude (g = 980.6199 gals.).
 OY0714
 OY0714.The modeled gravity was interpolated from observed gravity values.
 OY0714
 OY0714;                    North         East    Units  Estimated Accuracy
 OY0714;SPC ID C     -   185,350.      506,010.      MT  (+/- 180 meters Scaled)
 OY0714
 OY0714                          SUPERSEDED SURVEY CONTROL
 OY0714
 OY0714  NGVD 29 (??/??/92) 1455.36   (m)         4774.8    (f) COMPUTED    2 0
 OY0714
 OY0714.Superseded values are not recommended for survey control.
 OY0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0714.See file dsdata.txt to determine how the superseded data were derived.
 OY0714
 OY0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP628022(NAD 83)
 OY0714_MARKER: N = NAIL
 OY0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0714_SP_SET: CULVERT
 OY0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0714
 OY0714  HISTORY     - Date     Condition        Report By
 OY0714  HISTORY     - UNK      MONUMENTED       USGS
 OY0714  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0714
 OY0714                          STATION DESCRIPTION
 OY0714
 OY0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0714'2.4 MI NE FROM CAREY.
 OY0714'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE HIGH SCHOOL AT
 OY0714'CAREY, BLAINE COUNTY 300 FEET WEST OF A T-ROAD LEADING NORTH, AND IN
 OY0714'THE TOP OF THE SOUTH CONCRETE HEADWALL OF A CULVERT PAINTED USBM
 OY0714'4776.1.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 OY0714'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0144 ***********************************************************************
 OY0144  DESIGNATION -  47798
 OY0144  PID         -  OY0144
 OY0144  STATE/COUNTY-  ID/JEFFERSON
 OY0144  USGS QUAD   -  ROBERTS (1979)
 OY0144
 OY0144                         *CURRENT SURVEY CONTROL
 OY0144  ___________________________________________________________________
 OY0144* NAD 83(1986)-  43 44 26.     (N)    112 07 36.     (W)     SCALED    
 OY0144* NAVD 88     -      1457.690  (meters)    4782.44   (feet)  ADJUSTED  
 OY0144  ___________________________________________________________________
 OY0144  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OY0144  DYNAMIC HT  -        1456.975 (meters)    4780.09  (feet)  COMP
 OY0144  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 OY0144
 OY0144  VERT ORDER  -  SECOND    CLASS 0
 OY0144
 OY0144.The horizontal coordinates were scaled from a topographic map and have
 OY0144.an estimated accuracy of +/- 6 seconds.
 OY0144
 OY0144.The orthometric height was determined by differential leveling
 OY0144.and adjusted by the National Geodetic Survey in June 1991..
 OY0144
 OY0144.The geoid height was determined by GEOID03.
 OY0144
 OY0144.The dynamic height is computed by dividing the NAVD 88
 OY0144.geopotential number by the normal gravity value computed on the
 OY0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0144.degrees latitude (g = 980.6199 gals.).
 OY0144
 OY0144.The modeled gravity was interpolated from observed gravity values.
 OY0144
 OY0144;                    North         East    Units  Estimated Accuracy
 OY0144;SPC ID E     -   230,370.      203,220.      MT  (+/- 180 meters Scaled)
 OY0144
 OY0144                          SUPERSEDED SURVEY CONTROL
 OY0144
 OY0144  NGVD 29 (??/??/92) 1456.624  (m)         4778.94   (f) ADJ UNCH    2 0
 OY0144
 OY0144.Superseded values are not recommended for survey control.
 OY0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0144.See file dsdata.txt to determine how the superseded data were derived.
 OY0144
 OY0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP092436(NAD 83)
 OY0144_MARKER: B = BOLT
 OY0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0144_SP_SET: CULVERT
 OY0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0144
 OY0144  HISTORY     - Date     Condition        Report By
 OY0144  HISTORY     - UNK      MONUMENTED       RBNF
 OY0144  HISTORY     - 1948     GOOD             NGS
 OY0144
 OY0144                          STATION DESCRIPTION
 OY0144
 OY0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0144'1.6 MI N FROM ROBERTS.
 OY0144'ABOUT 1.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0144'STATION AT ROBERTS, AT A SMALL RAILROAD CULVERT, 6.7 FEET WEST OF THE
 OY0144'WEST RAIL OF THE TRACK, A BOLT IN THE SOUTHWEST END OF THE SOUTH
 OY0144'CONCRETE HEADWALL OF THE CULVERT AND PROJECTING 0.1 FOOT. B M 47798
 OY0144'PAINTED ON THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0252 ***********************************************************************
 PY0252  DESIGNATION -  478.20
 PY0252  PID         -  PY0252
 PY0252  STATE/COUNTY-  ID/FREMONT
 PY0252  USGS QUAD   -  TARGHEE PASS (1964)
 PY0252
 PY0252                         *CURRENT SURVEY CONTROL
 PY0252  ___________________________________________________________________
 PY0252* NAD 83(1986)-  44 38 04.     (N)    111 19 37.     (W)     SCALED    
 PY0252* NAVD 88     -      2021.782  (meters)    6633.13   (feet)  ADJUSTED  
 PY0252  ___________________________________________________________________
 PY0252  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0252  DYNAMIC HT  -        2020.663 (meters)    6629.46  (feet)  COMP
 PY0252  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 PY0252
 PY0252  VERT ORDER  -  FIRST     CLASS II
 PY0252
 PY0252.The horizontal coordinates were scaled from a topographic map and have
 PY0252.an estimated accuracy of +/- 6 seconds.
 PY0252
 PY0252.The orthometric height was determined by differential leveling
 PY0252.and adjusted by the National Geodetic Survey in June 1991..
 PY0252.WARNING-Repeat measurements at this control monument indicate possible
 PY0252.vertical movement.
 PY0252
 PY0252.The geoid height was determined by GEOID03.
 PY0252
 PY0252.The dynamic height is computed by dividing the NAVD 88
 PY0252.geopotential number by the normal gravity value computed on the
 PY0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0252.degrees latitude (g = 980.6199 gals.).
 PY0252
 PY0252.The modeled gravity was interpolated from observed gravity values.
 PY0252
 PY0252;                    North         East    Units  Estimated Accuracy
 PY0252;SPC ID E     -   330,030.      266,630.      MT  (+/- 180 meters Scaled)
 PY0252
 PY0252                          SUPERSEDED SURVEY CONTROL
 PY0252
 PY0252  NGVD 29 (08/20/92) 2020.563  (m)         6629.13   (f) ADJUSTED    1 2
 PY0252
 PY0252.Superseded values are not recommended for survey control.
 PY0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0252.See file dsdata.txt to determine how the superseded data were derived.
 PY0252
 PY0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ740423(NAD 83)
 PY0252_MARKER: DD = SURVEY DISK
 PY0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0252_STAMPING: 478.20
 PY0252_MARK LOGO: IDDH  
 PY0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0252+STABILITY: SURFACE MOTION
 PY0252
 PY0252  HISTORY     - Date     Condition        Report By
 PY0252  HISTORY     - UNK      MONUMENTED       IDDH
 PY0252  HISTORY     - 1964     GOOD             NGS
 PY0252  HISTORY     - 1983     GOOD             NGS
 PY0252
 PY0252                          STATION DESCRIPTION
 PY0252
 PY0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0252'3.75 MI SE FROM HENRYS LAKE.
 PY0252'ABOUT 3.75 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE
 PY0252'TO HENRYS LAKE LODGE AT HENRYS LAKE, 117 FEET NORTH OF THE CENTER OF
 PY0252'THE JUNCTION OF THE HIGHWAY AND U.S. HIGHWAYS 191 AND 20, 100 FEET
 PY0252'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 60 FEET NORTHWEST OF THE
 PY0252'CENTER LINE OF U.S. HIGHWAYS 191 AND 20, 2.5 FEET SOUTHWEST OF A METAL
 PY0252'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 PY0252'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PY0252
 PY0252                          STATION RECOVERY (1983)
 PY0252
 PY0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0718 ***********************************************************************
 OY0718  DESIGNATION -  4785.0
 OY0718  PID         -  OY0718
 OY0718  STATE/COUNTY-  ID/BLAINE
 OY0718  USGS QUAD   -  CAREY (1979)
 OY0718
 OY0718                         *CURRENT SURVEY CONTROL
 OY0718  ___________________________________________________________________
 OY0718* NAD 83(1986)-  43 19 01.     (N)    113 56 07.     (W)     SCALED    
 OY0718* NAVD 88     -      1459.140  (meters)    4787.20   (feet)  ADJUSTED  
 OY0718  ___________________________________________________________________
 OY0718  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OY0718  DYNAMIC HT  -        1458.337 (meters)    4784.56  (feet)  COMP
 OY0718  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 OY0718
 OY0718  VERT ORDER  -  SECOND    CLASS 0
 OY0718
 OY0718.The horizontal coordinates were scaled from a topographic map and have
 OY0718.an estimated accuracy of +/- 6 seconds.
 OY0718
 OY0718.The orthometric height was determined by differential leveling
 OY0718.and adjusted by the National Geodetic Survey in June 1991..
 OY0718
 OY0718.The geoid height was determined by GEOID03.
 OY0718
 OY0718.The dynamic height is computed by dividing the NAVD 88
 OY0718.geopotential number by the normal gravity value computed on the
 OY0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0718.degrees latitude (g = 980.6199 gals.).
 OY0718
 OY0718.The modeled gravity was interpolated from observed gravity values.
 OY0718
 OY0718;                    North         East    Units  Estimated Accuracy
 OY0718;SPC ID C     -   183,310.      505,250.      MT  (+/- 180 meters Scaled)
 OY0718
 OY0718                          SUPERSEDED SURVEY CONTROL
 OY0718
 OY0718  NGVD 29 (??/??/92) 1458.11   (m)         4783.8    (f) COMPUTED    2 0
 OY0718
 OY0718.Superseded values are not recommended for survey control.
 OY0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0718.See file dsdata.txt to determine how the superseded data were derived.
 OY0718
 OY0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP619001(NAD 83)
 OY0718_MARKER: N = NAIL
 OY0718_SETTING: 66 = SET IN ROCK OUTCROP
 OY0718_SP_SET: ROCK OUTCROP
 OY0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0718+STABILITY: POSITION/ELEVATION WELL
 OY0718
 OY0718  HISTORY     - Date     Condition        Report By
 OY0718  HISTORY     - UNK      MONUMENTED       USGS
 OY0718  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0718
 OY0718                          STATION DESCRIPTION
 OY0718
 OY0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0718'0.9 MI NE FROM CAREY.
 OY0718'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 22 FROM THE HIGH SCHOOL AT
 OY0718'CAREY, BLAINE COUNTY, 200 FEET NORTH OF A T-ROAD LEADING NORTH, EAST
 OY0718'OF THE HIGHWAY, AND ON A LOW ROCK OUTCROP PAINTED T.P. 4785.0.  A
 OY0718'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0160 ***********************************************************************
 QB0160  DESIGNATION -  4785.84
 QB0160  PID         -  QB0160
 QB0160  STATE/COUNTY-  ID/VALLEY
 QB0160  USGS QUAD   -  SMITHS FERRY (1985)
 QB0160
 QB0160                         *CURRENT SURVEY CONTROL
 QB0160  ___________________________________________________________________
 QB0160* NAD 83(1986)-  44 20 24.     (N)    116 01 47.     (W)     SCALED    
 QB0160* NAVD 88     -      1460.294  (meters)    4790.98   (feet)  POSTED    
 QB0160  ___________________________________________________________________
 QB0160  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 QB0160  DYNAMIC HT  -        1459.620 (meters)    4788.77  (feet)  COMP
 QB0160  MODELED GRAV-     980,106.6   (mgal)                       NAVD 88
 QB0160
 QB0160  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QB0160
 QB0160.The horizontal coordinates were scaled from a topographic map and have
 QB0160.an estimated accuracy of +/- 6 seconds.
 QB0160
 QB0160.The orthometric height was determined by differential leveling
 QB0160.and adjusted by the National Geodetic Survey in 1992..
 QB0160.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QB0160.rate of 4.1 thru 8.0 mm/km.
 QB0160
 QB0160.The geoid height was determined by GEOID03.
 QB0160
 QB0160.The dynamic height is computed by dividing the NAVD 88
 QB0160.geopotential number by the normal gravity value computed on the
 QB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0160.degrees latitude (g = 980.6199 gals.).
 QB0160
 QB0160.The modeled gravity was interpolated from observed gravity values.
 QB0160
 QB0160;                    North         East    Units  Estimated Accuracy
 QB0160;SPC ID W     -   297,010.      777,700.      MT  (+/- 180 meters Scaled)
 QB0160
 QB0160                          SUPERSEDED SURVEY CONTROL
 QB0160
 QB0160  NGVD 29 (??/??/92) 1459.131  (m)         4787.17   (f) ADJ UNCH    2 0
 QB0160
 QB0160.Superseded values are not recommended for survey control.
 QB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0160.See file dsdata.txt to determine how the superseded data were derived.
 QB0160
 QB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK773100(NAD 83)
 QB0160_MARKER: DD = SURVEY DISK
 QB0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0160_SP_SET: CULVERT
 QB0160_STAMPING: 4785.84
 QB0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0160
 QB0160  HISTORY     - Date     Condition        Report By
 QB0160  HISTORY     - UNK      MONUMENTED       IDPWD
 QB0160  HISTORY     - 1935     GOOD             NGS
 QB0160
 QB0160                          STATION DESCRIPTION
 QB0160
 QB0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0160'4.8 MI NE FROM SMITHS FERRY.
 QB0160'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE FIRE WARDEN
 QB0160'RESIDENCE AT SMITHS FERRY, VALLEY COUNTY, ABOUT 300 YARDS NORTH OF THE
 QB0160'CENTER OF THE CROSSING OF A ROAD LEADING EAST, 20 FEET WEST OF THE
 QB0160'CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE HEAD WALL OF
 QB0160'A CULVERT.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED
 QB0160'4785.84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0388 ***********************************************************************
 OZ0388  DESIGNATION -  4795.8
 OZ0388  PID         -  OZ0388
 OZ0388  STATE/COUNTY-  ID/ELMORE
 OZ0388  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0388
 OZ0388                         *CURRENT SURVEY CONTROL
 OZ0388  ___________________________________________________________________
 OZ0388* NAD 83(1986)-  43 50 47.     (N)    115 21 57.     (W)     SCALED    
 OZ0388* NAVD 88     -      1462.865  (meters)    4799.42   (feet)  ADJUSTED  
 OZ0388  ___________________________________________________________________
 OZ0388  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 OZ0388  DYNAMIC HT  -        1462.054 (meters)    4796.76  (feet)  COMP
 OZ0388  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 OZ0388
 OZ0388  VERT ORDER  -  SECOND    CLASS 0
 OZ0388
 OZ0388.The horizontal coordinates were scaled from a topographic map and have
 OZ0388.an estimated accuracy of +/- 6 seconds.
 OZ0388
 OZ0388.The orthometric height was determined by differential leveling
 OZ0388.and adjusted by the National Geodetic Survey in June 1991..
 OZ0388
 OZ0388.The geoid height was determined by GEOID03.
 OZ0388
 OZ0388.The dynamic height is computed by dividing the NAVD 88
 OZ0388.geopotential number by the normal gravity value computed on the
 OZ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0388.degrees latitude (g = 980.6199 gals.).
 OZ0388
 OZ0388.The modeled gravity was interpolated from observed gravity values.
 OZ0388
 OZ0388;                    North         East    Units  Estimated Accuracy
 OZ0388;SPC ID W     -   242,200.      830,890.      MT  (+/- 180 meters Scaled)
 OZ0388
 OZ0388                          SUPERSEDED SURVEY CONTROL
 OZ0388
 OZ0388  NGVD 29 (??/??/92) 1461.668  (m)         4795.49   (f) ADJ UNCH    2 0
 OZ0388
 OZ0388.Superseded values are not recommended for survey control.
 OZ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0388.See file dsdata.txt to determine how the superseded data were derived.
 OZ0388
 OZ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ313561(NAD 83)
 OZ0388_MARKER: N = NAIL
 OZ0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0388_SP_SET: TREE
 OZ0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0388
 OZ0388  HISTORY     - Date     Condition        Report By
 OZ0388  HISTORY     - UNK      MONUMENTED       USGS
 OZ0388  HISTORY     - 1950     GOOD             NGS
 OZ0388
 OZ0388                          STATION DESCRIPTION
 OZ0388
 OZ0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0388'6.1 MI S FROM DEER PARK GUARD STATION.
 OZ0388'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0388'THENCE 5.7 MILES SOUTH ALONG A GRADED FOREST SERVICE ROAD, 1.1 MILES
 OZ0388'NORTH OF BENCH MARK K 338, 140 FEET NORTHWEST OF THE NORTH CORNER OF A
 OZ0388'6- BY -6-FOOT CONCRETE BOX CULVERT OVER SWANHOLM CREEK, 112.8 FEET
 OZ0388'NORTH OF AND ACROSS THE ROAD FROM BENCH MARK 93 E (USGS), 28 FEET
 OZ0388'NORTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A ROOT ON THE
 OZ0388'SOUTHWEST SIDE OF AN 18-INCH FIR TREE AND MARKED BY THE WHITE PAINTED
 OZ0388'LETTERS RM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0374 ***********************************************************************
 OZ0374  DESIGNATION -  48 E
 OZ0374  PID         -  OZ0374
 OZ0374  STATE/COUNTY-  ID/ELMORE
 OZ0374  USGS QUAD   -  ATLANTA EAST (1972)
 OZ0374
 OZ0374                         *CURRENT SURVEY CONTROL
 OZ0374  ___________________________________________________________________
 OZ0374* NAD 83(1986)-  43 50 34.     (N)    115 02 41.     (W)     SCALED    
 OZ0374* NAVD 88     -      1836.658  (meters)    6025.77   (feet)  ADJUSTED  
 OZ0374  ___________________________________________________________________
 OZ0374  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 OZ0374  DYNAMIC HT  -        1835.485 (meters)    6021.92  (feet)  COMP
 OZ0374  MODELED GRAV-     979,915.8   (mgal)                       NAVD 88
 OZ0374
 OZ0374  VERT ORDER  -  SECOND    CLASS 0
 OZ0374
 OZ0374.The horizontal coordinates were scaled from a topographic map and have
 OZ0374.an estimated accuracy of +/- 6 seconds.
 OZ0374
 OZ0374.The orthometric height was determined by differential leveling
 OZ0374.and adjusted by the National Geodetic Survey in June 1991..
 OZ0374
 OZ0374.The geoid height was determined by GEOID03.
 OZ0374
 OZ0374.The dynamic height is computed by dividing the NAVD 88
 OZ0374.geopotential number by the normal gravity value computed on the
 OZ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0374.degrees latitude (g = 980.6199 gals.).
 OZ0374
 OZ0374.The modeled gravity was interpolated from observed gravity values.
 OZ0374
 OZ0374;                    North         East    Units  Estimated Accuracy
 OZ0374;SPC ID W     -   241,970.      856,710.      MT  (+/- 180 meters Scaled)
 OZ0374
 OZ0374                          SUPERSEDED SURVEY CONTROL
 OZ0374
 OZ0374  NGVD 29 (??/??/92) 1835.336  (m)         6021.43   (f) ADJ UNCH    2 0
 OZ0374
 OZ0374.Superseded values are not recommended for survey control.
 OZ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0374.See file dsdata.txt to determine how the superseded data were derived.
 OZ0374
 OZ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ571562(NAD 83)
 OZ0374_MARKER: DD = SURVEY DISK
 OZ0374_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0374_SP_SET: ROCK OUTCROP
 OZ0374_STAMPING: 48 E 1936
 OZ0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0374+STABILITY: POSITION/ELEVATION WELL
 OZ0374
 OZ0374  HISTORY     - Date     Condition        Report By
 OZ0374  HISTORY     - 1936     MONUMENTED       USGS
 OZ0374  HISTORY     - 1950     GOOD             NGS
 OZ0374  HISTORY     - 1951     GOOD             NGS
 OZ0374
 OZ0374                          STATION DESCRIPTION
 OZ0374
 OZ0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0374'6.3 MI NE FROM ATLANTA.
 OZ0374'4.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0374'POST OFFICE AT ATLANTA, THENCE 2.3 MILES NORTHEAST ALONG MATTINGLY
 OZ0374'CREEK TRAIL, 139 1/2 FEET NORTH OF THE JUNCTION OF THE MIDDLE FORK
 OZ0374'BOISE RIVER TRAIL, 110 FEET NORTH OF AN 8-INCH PINE TREE BEARING A
 OZ0374'FOREST SERVICE SIGN READING MATTINGLY CREEK TRAIL 17 ALTURAS LAKE, 10
 OZ0374'1/2 FEET EAST OF THE CENTER LINE OF THE TRAIL, ABOUT 3 FEET HIGHER
 OZ0374'THAN THE TRAIL, AND IN THE WEST SIDE OF A ROCK OUTCROP.  NOTE-- THE
 OZ0374'DISK IS SLANTING.
 OZ0374
 OZ0374                          STATION RECOVERY (1951)
 OZ0374
 OZ0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0518 ***********************************************************************
 NW0518  DESIGNATION -  48 EMH
 NW0518  PID         -  NW0518
 NW0518  STATE/COUNTY-  ID/OWYHEE
 NW0518  USGS QUAD   -  WICKAHONEY POINT (1972)
 NW0518
 NW0518                         *CURRENT SURVEY CONTROL
 NW0518  ___________________________________________________________________
 NW0518* NAD 83(1986)-  42 26 35.     (N)    116 06 25.     (W)     SCALED    
 NW0518* NAVD 88     -      1766.563  (meters)    5795.80   (feet)  POSTED    
 NW0518  ___________________________________________________________________
 NW0518  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 NW0518  DYNAMIC HT  -        1765.350 (meters)    5791.82  (feet)  COMP
 NW0518  MODELED GRAV-     979,870.8   (mgal)                       NAVD 88
 NW0518
 NW0518  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0518
 NW0518.The horizontal coordinates were scaled from a topographic map and have
 NW0518.an estimated accuracy of +/- 6 seconds.
 NW0518
 NW0518.The orthometric height was determined by differential leveling
 NW0518.and adjusted by the National Geodetic Survey in 1992..
 NW0518.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0518.rate of 0.0 thru 1.0 mm/km.
 NW0518
 NW0518.The geoid height was determined by GEOID03.
 NW0518
 NW0518.The dynamic height is computed by dividing the NAVD 88
 NW0518.geopotential number by the normal gravity value computed on the
 NW0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0518.degrees latitude (g = 980.6199 gals.).
 NW0518
 NW0518.The modeled gravity was interpolated from observed gravity values.
 NW0518
 NW0518;                    North         East    Units  Estimated Accuracy
 NW0518;SPC ID W     -    86,290.      770,640.      MT  (+/- 180 meters Scaled)
 NW0518
 NW0518                          SUPERSEDED SURVEY CONTROL
 NW0518
 NW0518.No superseded survey control is available for this station.
 NW0518
 NW0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG734993(NAD 83)
 NW0518_MARKER: DD = SURVEY DISK
 NW0518_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0518_SP_SET: COPPER-CLAD STEEL ROD
 NW0518_STAMPING: 48 EMH 1972 5792
 NW0518_MARK LOGO: USGS  
 NW0518_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0518+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0518
 NW0518  HISTORY     - Date     Condition        Report By
 NW0518  HISTORY     - 1972     MONUMENTED       USGS
 NW0518
 NW0518                          STATION DESCRIPTION
 NW0518
 NW0518'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0518'FROM GRASMERE, IDAHO, PROCEED 4.0 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NW0518'16.5 MILES SOUTHEAST ALONG GRADED ROAD, 0.2 MILES SOUTH AND 7.6 MILES
 NW0518'WEST OF WICKAHONEY RANCH HOUSE, 278 FEET WEST OF A TRACK ROAD NORTH,
 NW0518'30 FEET SOUTH AND ABOUT 1.0 FOOT HIGHER THAN THE CENTERLINE OF THE
 NW0518'ROAD, A 5/8-INCH COPPER-COATED ROD ENCASED IN A 6-INCH BLACK
 NW0518'DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0575 ***********************************************************************
 NW0575  DESIGNATION -  48 MDC
 NW0575  PID         -  NW0575
 NW0575  STATE/COUNTY-  ID/OWYHEE
 NW0575  USGS QUAD   -  CLOVER MTN (1972)
 NW0575
 NW0575                         *CURRENT SURVEY CONTROL
 NW0575  ___________________________________________________________________
 NW0575* NAD 83(1986)-  42 37 59.     (N)    116 28 45.     (W)     SCALED    
 NW0575* NAVD 88     -      1862.589  (meters)    6110.84   (feet)  POSTED    
 NW0575  ___________________________________________________________________
 NW0575  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 NW0575  DYNAMIC HT  -        1861.340 (meters)    6106.75  (feet)  COMP
 NW0575  MODELED GRAV-     979,885.2   (mgal)                       NAVD 88
 NW0575
 NW0575  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0575
 NW0575.The horizontal coordinates were scaled from a topographic map and have
 NW0575.an estimated accuracy of +/- 6 seconds.
 NW0575
 NW0575.The orthometric height was determined by differential leveling
 NW0575.and adjusted by the National Geodetic Survey in 1992..
 NW0575.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0575.rate of 0.0 thru 1.0 mm/km.
 NW0575
 NW0575.The geoid height was determined by GEOID03.
 NW0575
 NW0575.The dynamic height is computed by dividing the NAVD 88
 NW0575.geopotential number by the normal gravity value computed on the
 NW0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0575.degrees latitude (g = 980.6199 gals.).
 NW0575
 NW0575.The modeled gravity was interpolated from observed gravity values.
 NW0575
 NW0575;                    North         East    Units  Estimated Accuracy
 NW0575;SPC ID W     -   107,590.      740,190.      MT  (+/- 180 meters Scaled)
 NW0575
 NW0575                          SUPERSEDED SURVEY CONTROL
 NW0575
 NW0575.No superseded survey control is available for this station.
 NW0575
 NW0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH427201(NAD 83)
 NW0575_MARKER: DD = SURVEY DISK
 NW0575_SETTING: 66 = SET IN ROCK OUTCROP
 NW0575_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 NW0575_STAMPING: 48 MDC 1973 6107
 NW0575_MARK LOGO: USGS  
 NW0575_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0575+STABILITY: POSITION/ELEVATION WELL
 NW0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0575+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0575
 NW0575  HISTORY     - Date     Condition        Report By
 NW0575  HISTORY     - 1972     MONUMENTED       USGS
 NW0575
 NW0575                          STATION DESCRIPTION
 NW0575
 NW0575'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0575'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0575'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0575'1.6 MILES NORTH ALONG MUD FLAT ROAD, 4.8 MILES EAST OF MUD FLAT
 NW0575'RESOURCE AREA FIELD STATION, 30 FEET WEST OF THE CENTERLINE OF THE
 NW0575'ROAD, 2 FEET SOUTH OF A CAIRN, 3 FEET HIGHER THAN THE ROAD BED,
 NW0575'CEMENTED IN A LEDGE ON THE EAST FACE OF A LARGE LAVA MOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0521 ***********************************************************************
 QA0521  DESIGNATION -  4811
 QA0521  PID         -  QA0521
 QA0521  STATE/COUNTY-  ID/VALLEY
 QA0521  USGS QUAD   -  EAGLE NEST (1988)
 QA0521
 QA0521                         *CURRENT SURVEY CONTROL
 QA0521  ___________________________________________________________________
 QA0521* NAD 83(1992)-  44 31 39.71373(N)    115 59 54.23710(W)     ADJUSTED  
 QA0521* NAVD 88     -      1467.955  (meters)    4816.12   (feet)  ADJUSTED  
 QA0521  ___________________________________________________________________
 QA0521  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 QA0521  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 QA0521  DYNAMIC HT  -        1467.269 (meters)    4813.86  (feet)  COMP
 QA0521  MODELED GRAV-     980,099.3   (mgal)                       NAVD 88
 QA0521
 QA0521  HORZ ORDER  -  SECOND
 QA0521  VERT ORDER  -  SECOND    CLASS 0
 QA0521
 QA0521.The horizontal coordinates were established by classical geodetic methods
 QA0521.and adjusted by the National Geodetic Survey in July 1992..
 QA0521
 QA0521.The orthometric height was determined by differential leveling
 QA0521.and adjusted by the National Geodetic Survey in June 1991..
 QA0521
 QA0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0521
 QA0521.The geoid height was determined by GEOID03.
 QA0521
 QA0521.The dynamic height is computed by dividing the NAVD 88
 QA0521.geopotential number by the normal gravity value computed on the
 QA0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0521.degrees latitude (g = 980.6199 gals.).
 QA0521
 QA0521.The modeled gravity was interpolated from observed gravity values.
 QA0521
 QA0521;                    North         East     Units Scale Factor Converg.
 QA0521;SPC ID W     -   317,854.119   780,255.591   MT  0.99993813   -0 10 27.1
 QA0521;UTM  11      - 4,930,973.689   579,587.377   MT  0.99967789   +0 42 08.7
 QA0521
 QA0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0521!SPC ID W     -   0.99977225  x   0.99993813  =   0.99971040
 QA0521!UTM  11      -   0.99977225  x   0.99967789  =   0.99945022
 QA0521
 QA0521                          SUPERSEDED SURVEY CONTROL
 QA0521
 QA0521  NAD 83(1986)-  44 31 39.71743(N)    115 59 54.23312(W) AD(       ) 2
 QA0521  NAD 27      -  44 31 40.09780(N)    115 59 50.76343(W) AD(       ) 2
 QA0521  NGVD 29 (??/??/92) 1466.855  (m)         4812.51   (f) ADJ UNCH    2 0
 QA0521
 QA0521.Superseded values are not recommended for survey control.
 QA0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0521.See file dsdata.txt to determine how the superseded data were derived.
 QA0521
 QA0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK7958730974(NAD 83)
 QA0521_MARKER: DD = SURVEY DISK
 QA0521_SETTING: 80 = SET IN A BOULDER
 QA0521_SP_SET: BOULDER
 QA0521_STAMPING: 4811
 QA0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0521+STABILITY: SURFACE MOTION
 QA0521
 QA0521  HISTORY     - Date     Condition        Report By
 QA0521  HISTORY     - 1959     MONUMENTED       CGS
 QA0521  HISTORY     - 1958     POOR             NGS
 QA0521
 QA0521                          STATION DESCRIPTION
 QA0521
 QA0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QA0521'SEE STATION CASCADE
 QA0521
 QA0521                          STATION RECOVERY (1958)
 QA0521
 QA0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 QA0521'3.3 MI NE FROM CASCADE.
 QA0521'3.3 MILES NORTHEAST ALONG THE KNOX ROAD FROM THE OREGON SHORT LINE
 QA0521'RAILROAD STATION AT CASCADE, VALLEY COUNTY, 1.3 MILES EAST OF THE
 QA0521'CASCADE AIRPORT, AT THE SUMMIT OF A SMALL KNOLL, 41 FEET WEST OF A
 QA0521'FENCE GATE, 23.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.5 FEET
 QA0521'NORTH OF THE PROPERTY-LINE FENCE, AND IN THE TOP OF A GRANITE BOULDER.
 QA0521'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4811. USGS
 QA0521'REPORT.  - THE BOULDER IN WHICH THE MARK WAS SET APPEARS TO HAVE BEEN
 QA0521'HIT WITH A GRADER.  THE DISK IS NOW ON SLOPE OF THE BOULDER INSTEAD ON
 QA0521'TOP AS DESCRIBED.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0287 ***********************************************************************
 NT0287  DESIGNATION -  4812
 NT0287  PID         -  NT0287
 NT0287  STATE/COUNTY-  ID/FRANKLIN
 NT0287  USGS QUAD   -  RIVERDALE (1980)
 NT0287
 NT0287                         *CURRENT SURVEY CONTROL
 NT0287  ___________________________________________________________________
 NT0287* NAD 83(1986)-  42 07 32.     (N)    111 50 45.     (W)     SCALED    
 NT0287* NAVD 88     -      1467.668  (meters)    4815.17   (feet)  ADJUSTED  
 NT0287  ___________________________________________________________________
 NT0287  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NT0287  DYNAMIC HT  -        1466.654 (meters)    4811.85  (feet)  COMP
 NT0287  MODELED GRAV-     979,880.1   (mgal)                       NAVD 88
 NT0287
 NT0287  VERT ORDER  -  SECOND    CLASS 0
 NT0287
 NT0287.The horizontal coordinates were scaled from a topographic map and have
 NT0287.an estimated accuracy of +/- 6 seconds.
 NT0287
 NT0287.The orthometric height was determined by differential leveling
 NT0287.and adjusted by the National Geodetic Survey in June 1991..
 NT0287
 NT0287.The geoid height was determined by GEOID03.
 NT0287
 NT0287.The dynamic height is computed by dividing the NAVD 88
 NT0287.geopotential number by the normal gravity value computed on the
 NT0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0287.degrees latitude (g = 980.6199 gals.).
 NT0287
 NT0287.The modeled gravity was interpolated from observed gravity values.
 NT0287
 NT0287;                    North         East    Units  Estimated Accuracy
 NT0287;SPC ID E     -    51,020.      226,530.      MT  (+/- 180 meters Scaled)
 NT0287
 NT0287                          SUPERSEDED SURVEY CONTROL
 NT0287
 NT0287  NGVD 29 (??/??/92) 1466.623  (m)         4811.75   (f) ADJ UNCH    2 0
 NT0287
 NT0287.Superseded values are not recommended for survey control.
 NT0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0287.See file dsdata.txt to determine how the superseded data were derived.
 NT0287
 NT0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM300640(NAD 83)
 NT0287_MARKER: P = PIPE CAP
 NT0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0287_STAMPING: 4812 1914
 NT0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0287
 NT0287  HISTORY     - Date     Condition        Report By
 NT0287  HISTORY     - 1914     MONUMENTED       USGS
 NT0287  HISTORY     - 1951     GOOD             NGS
 NT0287
 NT0287                          STATION DESCRIPTION
 NT0287
 NT0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0287'3.1 MI NE FROM PRESTON.
 NT0287'1 MILE NORTH ALONG U. S. HIGHWAY 91 FROM THE COURT HOUSE AT PRESTON,
 NT0287'THENCE 2.1 MILES NORTHEAST ALONG THE STATE HIGHWAY 34, 0.2 MILE
 NT0287'NORTHEAST OF THE RADIO STATION KPST PRESTON, IDAHO, AND ABOUT 65 YARDS
 NT0287'NORTHEAST OF AN IRRIGATION CANAL, 25 FEET SOUTHEAST OF THE CENTER LINE
 NT0287'OF THE HIGHWAY, 1 FOOT NORTHWEST OF A FENCE LINE, 1.6 FEET NORTHEAST
 NT0287'OF A WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY, A BRASS CAP
 NT0287'RIVITED ON THE TOP OF A 3 INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE
 NT0287'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0008 ***********************************************************************
 QA0008  DESIGNATION -  4815
 QA0008  PID         -  QA0008
 QA0008  STATE/COUNTY-  ID/CUSTER
 QA0008  USGS QUAD   -  CHALLIS (1989)
 QA0008
 QA0008                         *CURRENT SURVEY CONTROL
 QA0008  ___________________________________________________________________
 QA0008* NAD 83(1986)-  44 35 19.     (N)    114 11 37.     (W)     SCALED    
 QA0008* NAVD 88     -      1471.525  (meters)    4827.83   (feet)  ADJUSTED  
 QA0008  ___________________________________________________________________
 QA0008  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 QA0008  DYNAMIC HT  -        1470.790 (meters)    4825.42  (feet)  COMP
 QA0008  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 QA0008
 QA0008  VERT ORDER  -  FIRST     CLASS II
 QA0008
 QA0008.The horizontal coordinates were scaled from a topographic map and have
 QA0008.an estimated accuracy of +/- 6 seconds.
 QA0008
 QA0008.The orthometric height was determined by differential leveling
 QA0008.and adjusted by the National Geodetic Survey in June 1991..
 QA0008
 QA0008.The geoid height was determined by GEOID03.
 QA0008
 QA0008.The dynamic height is computed by dividing the NAVD 88
 QA0008.geopotential number by the normal gravity value computed on the
 QA0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0008.degrees latitude (g = 980.6199 gals.).
 QA0008
 QA0008.The modeled gravity was interpolated from observed gravity values.
 QA0008
 QA0008;                    North         East    Units  Estimated Accuracy
 QA0008;SPC ID C     -   324,620.      484,630.      MT  (+/- 180 meters Scaled)
 QA0008
 QA0008                          SUPERSEDED SURVEY CONTROL
 QA0008
 QA0008  NGVD 29 (??/??/92) 1470.307  (m)         4823.83   (f) ADJ UNCH    1 2
 QA0008
 QA0008.Superseded values are not recommended for survey control.
 QA0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0008.See file dsdata.txt to determine how the superseded data were derived.
 QA0008
 QA0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK227410(NAD 83)
 QA0008_MARKER: DD = SURVEY DISK
 QA0008_SETTING: 66 = SET IN ROCK OUTCROP
 QA0008_SP_SET: ROCK SHELF
 QA0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0008+STABILITY: POSITION/ELEVATION WELL
 QA0008
 QA0008  HISTORY     - Date     Condition        Report By
 QA0008  HISTORY     - UNK      MONUMENTED       USGS
 QA0008  HISTORY     - 1948     GOOD             NGS
 QA0008
 QA0008                          STATION DESCRIPTION
 QA0008
 QA0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QA0008'7.1 MI N FROM CHALLIS.
 QA0008'7.1 MILES NORTH ALONG U.S. HIGHWAY 93 FROM CHALLIS, CUSTER COUNTY, AT
 QA0008'THE WEST POIOT OF A SHORT NARROW RIVER GORGE KNOWN AS MCNABBS POINT,
 QA0008'NEAR THE MIDDLE OF A LARGE ROCK CUT, AT THE INSIDE OF A CURVE, 15 FEET
 QA0008'WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A SOLID ROCK
 QA0008'SHELF MARKED BY THE PAINTED LETTERS USPBM AND 2 FEET HIGHER THAN THE
 QA0008'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK. NOTE-- IT
 QA0008'WAS REPORTED IN 1933 THAT THIS BENCH MARK IS PROBABLY INTENDED TO
 QA0008'REPLACE THE ORIGINAL MARK DESTROYED BY THE HIGHWAY COMMISSION. 1962
 QA0008'USGS REPORT THAT MARK IS BELIEVED LOST DUE TO EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0709 ***********************************************************************
 OY0709  DESIGNATION -  4821.1
 OY0709  PID         -  OY0709
 OY0709  STATE/COUNTY-  ID/BLAINE
 OY0709  USGS QUAD   -  PADDELFORD FLAT (1979)
 OY0709
 OY0709                         *CURRENT SURVEY CONTROL
 OY0709  ___________________________________________________________________
 OY0709* NAD 83(1986)-  43 20 20.     (N)    113 52 21.     (W)     SCALED    
 OY0709* NAVD 88     -      1470.057  (meters)    4823.01   (feet)  ADJUSTED  
 OY0709  ___________________________________________________________________
 OY0709  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 OY0709  DYNAMIC HT  -        1469.243 (meters)    4820.34  (feet)  COMP
 OY0709  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 OY0709
 OY0709  VERT ORDER  -  SECOND    CLASS 0
 OY0709
 OY0709.The horizontal coordinates were scaled from a topographic map and have
 OY0709.an estimated accuracy of +/- 6 seconds.
 OY0709
 OY0709.The orthometric height was determined by differential leveling
 OY0709.and adjusted by the National Geodetic Survey in June 1991..
 OY0709
 OY0709.The geoid height was determined by GEOID03.
 OY0709
 OY0709.The dynamic height is computed by dividing the NAVD 88
 OY0709.geopotential number by the normal gravity value computed on the
 OY0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0709.degrees latitude (g = 980.6199 gals.).
 OY0709
 OY0709.The modeled gravity was interpolated from observed gravity values.
 OY0709
 OY0709;                    North         East    Units  Estimated Accuracy
 OY0709;SPC ID C     -   185,750.      510,340.      MT  (+/- 180 meters Scaled)
 OY0709
 OY0709                          SUPERSEDED SURVEY CONTROL
 OY0709
 OY0709  NGVD 29 (??/??/92) 1469.018  (m)         4819.60   (f) ADJ UNCH    2 0
 OY0709
 OY0709.Superseded values are not recommended for survey control.
 OY0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0709.See file dsdata.txt to determine how the superseded data were derived.
 OY0709
 OY0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP671024(NAD 83)
 OY0709_MARKER: N = NAIL
 OY0709_SETTING: 80 = SET IN A BOULDER
 OY0709_SP_SET: BOULDER
 OY0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0709+STABILITY: SURFACE MOTION
 OY0709
 OY0709  HISTORY     - Date     Condition        Report By
 OY0709  HISTORY     - UNK      MONUMENTED       USGS
 OY0709  HISTORY     - 1958     GOOD             NGS
 OY0709
 OY0709                          STATION DESCRIPTION
 OY0709
 OY0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0709'5.5 MI NE FROM CAREY.
 OY0709'5.35 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0709'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, THENCE 0.15 MILE EAST ALONG
 OY0709'A DIRT ROAD, IN THE TOP OF A SMALL LAVA BOULDER WHICH PROJECTS 0.6
 OY0709'FOOT ABOVE THE GROUND, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 OY0709'129 FEET NORTHEAST AND ACROSS THE ROAD FROM THE FIRST POWER POLE EAST
 OY0709'OF AN ANGLE IN A POWER LINE, 0.3 FOOT SOUTH OF A FENCE, 1.4 FEET WEST
 OY0709'OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0273 ***********************************************************************
 QA0273  DESIGNATION -  4825
 QA0273  PID         -  QA0273
 QA0273  STATE/COUNTY-  ID/VALLEY
 QA0273  USGS QUAD   -  ARTILLERY DOME (1990)
 QA0273
 QA0273                         *CURRENT SURVEY CONTROL
 QA0273  ___________________________________________________________________
 QA0273* NAD 83(1986)-  44 44 17.     (N)    115 08 45.     (W)     SCALED    
 QA0273* NAVD 88     -      1473.018  (meters)    4832.73   (feet)  ADJUSTED  
 QA0273  ___________________________________________________________________
 QA0273  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 QA0273  DYNAMIC HT  -        1472.067 (meters)    4829.61  (feet)  COMP
 QA0273  MODELED GRAV-     979,924.5   (mgal)                       NAVD 88
 QA0273
 QA0273  VERT ORDER  -  SECOND    CLASS 0
 QA0273
 QA0273.The horizontal coordinates were scaled from a topographic map and have
 QA0273.an estimated accuracy of +/- 6 seconds.
 QA0273
 QA0273.The orthometric height was determined by differential leveling
 QA0273.and adjusted by the National Geodetic Survey in June 1991..
 QA0273
 QA0273.The geoid height was determined by GEOID03.
 QA0273
 QA0273.The dynamic height is computed by dividing the NAVD 88
 QA0273.geopotential number by the normal gravity value computed on the
 QA0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0273.degrees latitude (g = 980.6199 gals.).
 QA0273
 QA0273.The modeled gravity was interpolated from observed gravity values.
 QA0273
 QA0273;                    North         East    Units  Estimated Accuracy
 QA0273;SPC ID W     -   341,380.      847,850.      MT  (+/- 180 meters Scaled)
 QA0273
 QA0273                          SUPERSEDED SURVEY CONTROL
 QA0273
 QA0273  NGVD 29 (??/??/92) 1471.450  (m)         4827.58   (f) ADJ UNCH    2 0
 QA0273
 QA0273.Superseded values are not recommended for survey control.
 QA0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0273.See file dsdata.txt to determine how the superseded data were derived.
 QA0273
 QA0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK468555(NAD 83)
 QA0273_MARKER: N = NAIL
 QA0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0273_SP_SET: TREE
 QA0273_STAMPING: USGS 4825
 QA0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0273
 QA0273  HISTORY     - Date     Condition        Report By
 QA0273  HISTORY     - UNK      MONUMENTED       USGS
 QA0273  HISTORY     - 1947     GOOD             NGS
 QA0273
 QA0273                          STATION DESCRIPTION
 QA0273
 QA0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 QA0273'IN MIDDLE FORK GUARD STA.
 QA0273'82.7 FEET SOUTHEAST OF THE MIDDLE FORK GUARD STATION BUILDING, 47.5
 QA0273'FEET WEST OF THE SOUTHWEST CORNER OF A PASTURE FENCE, AND SET IN THE
 QA0273'BASE OF A PINE TREE WHICH IS 20.9 FEET WEST OF THE MIDDLE FORK TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0691 ***********************************************************************
 OZ0691  DESIGNATION -  4825
 OZ0691  PID         -  OZ0691
 OZ0691  STATE/COUNTY-  ID/BOISE
 OZ0691  USGS QUAD   -  SUNSET MTN (1972)
 OZ0691
 OZ0691                         *CURRENT SURVEY CONTROL
 OZ0691  ___________________________________________________________________
 OZ0691* NAD 83(1986)-  43 53 50.     (N)    115 42 43.     (W)     SCALED    
 OZ0691* NAVD 88     -      1471.513  (meters)    4827.79   (feet)  ADJUSTED  
 OZ0691  ___________________________________________________________________
 OZ0691  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 OZ0691  DYNAMIC HT  -        1470.717 (meters)    4825.18  (feet)  COMP
 OZ0691  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 OZ0691
 OZ0691  VERT ORDER  -  SECOND    CLASS 0
 OZ0691
 OZ0691.The horizontal coordinates were scaled from a topographic map and have
 OZ0691.an estimated accuracy of +/- 6 seconds.
 OZ0691
 OZ0691.The orthometric height was determined by differential leveling
 OZ0691.and adjusted by the National Geodetic Survey in June 1991..
 OZ0691
 OZ0691.The geoid height was determined by GEOID03.
 OZ0691
 OZ0691.The dynamic height is computed by dividing the NAVD 88
 OZ0691.geopotential number by the normal gravity value computed on the
 OZ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0691.degrees latitude (g = 980.6199 gals.).
 OZ0691
 OZ0691.The modeled gravity was interpolated from observed gravity values.
 OZ0691
 OZ0691;                    North         East    Units  Estimated Accuracy
 OZ0691;SPC ID W     -   247,770.      803,060.      MT  (+/- 180 meters Scaled)
 OZ0691
 OZ0691                          SUPERSEDED SURVEY CONTROL
 OZ0691
 OZ0691  NGVD 29 (??/??/92) 1470.328  (m)         4823.90   (f) ADJ UNCH    2 0
 OZ0691
 OZ0691.Superseded values are not recommended for survey control.
 OZ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0691.See file dsdata.txt to determine how the superseded data were derived.
 OZ0691
 OZ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ034612(NAD 83)
 OZ0691_MARKER: DD = SURVEY DISK
 OZ0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0691_SP_SET: CULVERT
 OZ0691_STAMPING: ELEV 4825+88 1932
 OZ0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0691
 OZ0691  HISTORY     - Date     Condition        Report By
 OZ0691  HISTORY     - 1932     MONUMENTED       BPR
 OZ0691
 OZ0691                          STATION DESCRIPTION
 OZ0691
 OZ0691'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 OZ0691'8.9 MI NE FROM IDAHO CITY.
 OZ0691'8.9 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0691'AT IDAHO CITY, BOISE COUNTY, 1.9 MILES NORTHEAST OF THE CENTER OF THE
 OZ0691'CROSSING OF THE GOLD HILL MINE WATER DITCH, 15 FEET NORTHWEST OF THE
 OZ0691'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE NORTHWEST HEADWALL OF
 OZ0691'A CONCRETE BOX CULVERT OVER TEN MILE CREEK.  A UNITED STATES BUREAU OF
 OZ0691'PUBLIC ROADS STANDARD DISK, STAMPED ELEV 4825+88 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0146 ***********************************************************************
 OZ0146  DESIGNATION -  4829.18
 OZ0146  PID         -  OZ0146
 OZ0146  STATE/COUNTY-  ID/GOODING
 OZ0146  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0146
 OZ0146                         *CURRENT SURVEY CONTROL
 OZ0146  ___________________________________________________________________
 OZ0146* NAD 83(1986)-  43 07 29.     (N)    114 39 34.     (W)     SCALED    
 OZ0146* NAVD 88     -      1471.699  (meters)    4828.40   (feet)  ADJUSTED  
 OZ0146  ___________________________________________________________________
 OZ0146  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 OZ0146  DYNAMIC HT  -        1470.878 (meters)    4825.71  (feet)  COMP
 OZ0146  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 OZ0146
 OZ0146  VERT ORDER  -  SECOND    CLASS 0
 OZ0146
 OZ0146.The horizontal coordinates were scaled from a topographic map and have
 OZ0146.an estimated accuracy of +/- 6 seconds.
 OZ0146
 OZ0146.The orthometric height was determined by differential leveling
 OZ0146.and adjusted by the National Geodetic Survey in June 1991..
 OZ0146
 OZ0146.The geoid height was determined by GEOID03.
 OZ0146
 OZ0146.The dynamic height is computed by dividing the NAVD 88
 OZ0146.geopotential number by the normal gravity value computed on the
 OZ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0146.degrees latitude (g = 980.6199 gals.).
 OZ0146
 OZ0146.The modeled gravity was interpolated from observed gravity values.
 OZ0146
 OZ0146;                    North         East    Units  Estimated Accuracy
 OZ0146;SPC ID C     -   162,170.      446,340.      MT  (+/- 180 meters Scaled)
 OZ0146
 OZ0146                          SUPERSEDED SURVEY CONTROL
 OZ0146
 OZ0146  NGVD 29 (??/??/92) 1470.714  (m)         4825.17   (f) ADJ UNCH    2 0
 OZ0146
 OZ0146.Superseded values are not recommended for survey control.
 OZ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0146.See file dsdata.txt to determine how the superseded data were derived.
 OZ0146
 OZ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH903773(NAD 83)
 OZ0146_MARKER: DD = SURVEY DISK
 OZ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0146_STAMPING: 4829.18 737+66.3
 OZ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0146+STABILITY: SURFACE MOTION
 OZ0146
 OZ0146  HISTORY     - Date     Condition        Report By
 OZ0146  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0146  HISTORY     - 1950     GOOD             NGS
 OZ0146  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0146  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0146
 OZ0146                          STATION DESCRIPTION
 OZ0146
 OZ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0146'14.1 MI N FROM GOODING.
 OZ0146'14.1 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0146'GOODING, ABOUT 100 YARDS SOUTH OF A DOUBLE 36-INCH CORRUGATED METAL
 OZ0146'PIPE CULVERT, ABOUT 85 YARDS SOUTHWEST OF THE APPROXIMATE CENTER OF A
 OZ0146'CURVE AT THE SUMMIT OF A HILL, AT THE ABANDONED DIRT ROAD LEADING
 OZ0146'SOUTHEAST, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 OZ0146'NORTHWEST OF THE CENTER LINE OF THE ABANDONED ROAD, ABOUT 2 FEET LOWER
 OZ0146'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 OZ0146'FOOT ABOVE THE GROUND.
 OZ0146
 OZ0146                          STATION RECOVERY (1957)
 OZ0146
 OZ0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0146'MARK NOT FOUND.
 OZ0146
 OZ0146                          STATION RECOVERY (1981)
 OZ0146
 OZ0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0145 ***********************************************************************
 OZ0145  DESIGNATION -  4829.18 RM
 OZ0145  PID         -  OZ0145
 OZ0145  STATE/COUNTY-  ID/GOODING
 OZ0145  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0145
 OZ0145                         *CURRENT SURVEY CONTROL
 OZ0145  ___________________________________________________________________
 OZ0145* NAD 83(1986)-  43 07 25.     (N)    114 39 36.     (W)     SCALED    
 OZ0145* NAVD 88     -      1468.455  (meters)    4817.76   (feet)  ADJUSTED  
 OZ0145  ___________________________________________________________________
 OZ0145  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 OZ0145  DYNAMIC HT  -        1467.636 (meters)    4815.07  (feet)  COMP
 OZ0145  MODELED GRAV-     980,011.0   (mgal)                       NAVD 88
 OZ0145
 OZ0145  VERT ORDER  -  SECOND    CLASS 0
 OZ0145
 OZ0145.The horizontal coordinates were scaled from a topographic map and have
 OZ0145.an estimated accuracy of +/- 6 seconds.
 OZ0145
 OZ0145.The orthometric height was determined by differential leveling
 OZ0145.and adjusted by the National Geodetic Survey in June 1991..
 OZ0145
 OZ0145.The geoid height was determined by GEOID03.
 OZ0145
 OZ0145.The dynamic height is computed by dividing the NAVD 88
 OZ0145.geopotential number by the normal gravity value computed on the
 OZ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0145.degrees latitude (g = 980.6199 gals.).
 OZ0145
 OZ0145.The modeled gravity was interpolated from observed gravity values.
 OZ0145
 OZ0145;                    North         East    Units  Estimated Accuracy
 OZ0145;SPC ID C     -   162,040.      446,290.      MT  (+/- 180 meters Scaled)
 OZ0145
 OZ0145                          SUPERSEDED SURVEY CONTROL
 OZ0145
 OZ0145  NGVD 29 (??/??/92) 1467.471  (m)         4814.53   (f) ADJ UNCH    2 0
 OZ0145
 OZ0145.Superseded values are not recommended for survey control.
 OZ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0145.See file dsdata.txt to determine how the superseded data were derived.
 OZ0145
 OZ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH903772(NAD 83)
 OZ0145_MARKER: DD = SURVEY DISK
 OZ0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0145+STABILITY: SURFACE MOTION
 OZ0145
 OZ0145  HISTORY     - Date     Condition        Report By
 OZ0145  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0145  HISTORY     - 1950     GOOD             NGS
 OZ0145  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0145  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0145
 OZ0145                          STATION DESCRIPTION
 OZ0145
 OZ0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0145'14.0 MI N FROM GOODING.
 OZ0145'14.0 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0145'GOODING, 0.1 MILE SOUTH OF THE Y JUNCTION OF AN ABANDONED ROAD LEADING
 OZ0145'SOUTHEAST, ABOUT 60 YARDS SOUTH OF THE APPROXIMATE CENTER OF A CURVE
 OZ0145'AT THE SUMMIT OF A HILL, ABOUT 100 FEET SOUTHWEST OF A PILE OF
 OZ0145'BOULDERS LYING PARALELL WITH THE HIGHWAY, 49 FEET EAST OF THE CENTER
 OZ0145'LINE OF THE HIGHWAY, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN
 OZ0145'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 OZ0145
 OZ0145                          STATION RECOVERY (1957)
 OZ0145
 OZ0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0145'MARK NOT FOUND.
 OZ0145
 OZ0145                          STATION RECOVERY (1981)
 OZ0145
 OZ0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0530 ***********************************************************************
 PZ0530  DESIGNATION -  4831.35
 PZ0530  PID         -  PZ0530
 PZ0530  STATE/COUNTY-  ID/LEMHI
 PZ0530  USGS QUAD   -  TENDOY (1989)
 PZ0530
 PZ0530                         *CURRENT SURVEY CONTROL
 PZ0530  ___________________________________________________________________
 PZ0530* NAD 83(1986)-  44 57 46.     (N)    113 38 42.     (W)     SCALED    
 PZ0530* NAVD 88     -      1473.629  (meters)    4834.73   (feet)  ADJUSTED  
 PZ0530  ___________________________________________________________________
 PZ0530  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 PZ0530  DYNAMIC HT  -        1472.943 (meters)    4832.48  (feet)  COMP
 PZ0530  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 PZ0530
 PZ0530  VERT ORDER  -  FIRST     CLASS II
 PZ0530
 PZ0530.The horizontal coordinates were scaled from a topographic map and have
 PZ0530.an estimated accuracy of +/- 6 seconds.
 PZ0530
 PZ0530.The orthometric height was determined by differential leveling
 PZ0530.and adjusted by the National Geodetic Survey in June 1991..
 PZ0530
 PZ0530.The geoid height was determined by GEOID03.
 PZ0530
 PZ0530.The dynamic height is computed by dividing the NAVD 88
 PZ0530.geopotential number by the normal gravity value computed on the
 PZ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0530.degrees latitude (g = 980.6199 gals.).
 PZ0530
 PZ0530.The modeled gravity was interpolated from observed gravity values.
 PZ0530
 PZ0530;                    North         East    Units  Estimated Accuracy
 PZ0530;SPC ID C     -   366,240.      528,010.      MT  (+/- 180 meters Scaled)
 PZ0530
 PZ0530                          SUPERSEDED SURVEY CONTROL
 PZ0530
 PZ0530  NGVD 29 (??/??/92) 1472.378  (m)         4830.63   (f) ADJ UNCH    1 2
 PZ0530
 PZ0530.Superseded values are not recommended for survey control.
 PZ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0530.See file dsdata.txt to determine how the superseded data were derived.
 PZ0530
 PZ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ913822(NAD 83)
 PZ0530_MARKER: DD = SURVEY DISK
 PZ0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0530_SP_SET: PILLAR
 PZ0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0530
 PZ0530  HISTORY     - Date     Condition        Report By
 PZ0530  HISTORY     - UNK      MONUMENTED       USGS
 PZ0530  HISTORY     - 1933     GOOD             NGS
 PZ0530  HISTORY     - 20010501 MARK NOT FOUND   IDTD
 PZ0530
 PZ0530                          STATION DESCRIPTION
 PZ0530
 PZ0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PZ0530'20.1 MI SE FROM SALMON.
 PZ0530'20.1 MILES SOUTHEAST ALONG THE DISMANTLED GILMORE AND PITTSBURGH
 PZ0530'RAILROAD FROM SALMON, LEMHI COUNTY, AT TENDOY SIDING, AT THE WOODEN
 PZ0530'WATER TANK, AND IN THE TOP OF THE BASE OF THE EAST MAIN CONCRETE
 PZ0530'PILLAR.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
 PZ0530
 PZ0530                          STATION RECOVERY (2001)
 PZ0530
 PZ0530'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 PZ0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0966 ***********************************************************************
 NU0966  DESIGNATION -  4837.22
 NU0966  PID         -  NU0966
 NU0966  STATE/COUNTY-  ID/CASSIA
 NU0966  USGS QUAD   -  BRIDGE (1976)
 NU0966
 NU0966                         *CURRENT SURVEY CONTROL
 NU0966  ___________________________________________________________________
 NU0966* NAD 83(1986)-  42 12 45.     (N)    113 21 25.     (W)     SCALED    
 NU0966* NAVD 88     -      1424.867  (meters)    4674.75   (feet)  ADJUSTED  
 NU0966  ___________________________________________________________________
 NU0966  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 NU0966  DYNAMIC HT  -        1423.926 (meters)    4671.66  (feet)  COMP
 NU0966  MODELED GRAV-     979,912.1   (mgal)                       NAVD 88
 NU0966
 NU0966  VERT ORDER  -  FIRST     CLASS II
 NU0966
 NU0966.The horizontal coordinates were scaled from a topographic map and have
 NU0966.an estimated accuracy of +/- 6 seconds.
 NU0966
 NU0966.The orthometric height was determined by differential leveling
 NU0966.and adjusted by the National Geodetic Survey in June 1991..
 NU0966
 NU0966.The geoid height was determined by GEOID03.
 NU0966
 NU0966.The dynamic height is computed by dividing the NAVD 88
 NU0966.geopotential number by the normal gravity value computed on the
 NU0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0966.degrees latitude (g = 980.6199 gals.).
 NU0966
 NU0966.The modeled gravity was interpolated from observed gravity values.
 NU0966
 NU0966;                    North         East    Units  Estimated Accuracy
 NU0966;SPC ID C     -    60,820.      553,100.      MT  (+/- 180 meters Scaled)
 NU0966
 NU0966                          SUPERSEDED SURVEY CONTROL
 NU0966
 NU0966  NGVD 29 (??/??/92) 1423.798  (m)         4671.24   (f) ADJ UNCH    1 2
 NU0966
 NU0966.Superseded values are not recommended for survey control.
 NU0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0966.See file dsdata.txt to determine how the superseded data were derived.
 NU0966
 NU0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM054760(NAD 83)
 NU0966_MARKER: DD = SURVEY DISK
 NU0966_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU0966_SP_SET: PREFAB CONC. POST IN EARTH
 NU0966_STAMPING: OFF 204.56 4837.22
 NU0966_MARK LOGO: IDPWD 
 NU0966_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0966
 NU0966  HISTORY     - Date     Condition        Report By
 NU0966  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0966  HISTORY     - 1934     GOOD             NGS
 NU0966  HISTORY     - 19741120 GOOD             USGS
 NU0966
 NU0966                          STATION DESCRIPTION
 NU0966
 NU0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0966'6.5 MI S FROM MALTA.
 NU0966'6.5 MILES SOUTH ALONG U.S. HIGHWAY 30 S FROM THE SPEED LIMIT SIGN AND
 NU0966'BRIDGE AT MALTA, AND 180 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 NU0966'AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED OFF 204.56
 NU0966'4837.22 AND SET IN THE TOP OF A CONCRETE POST.
 NU0966
 NU0966                          STATION RECOVERY (1974)
 NU0966
 NU0966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0409 ***********************************************************************
 OZ0409  DESIGNATION -  4838.2
 OZ0409  PID         -  OZ0409
 OZ0409  STATE/COUNTY-  ID/BOISE
 OZ0409  USGS QUAD   -  BEAR RIVER (1972)
 OZ0409
 OZ0409                         *CURRENT SURVEY CONTROL
 OZ0409  ___________________________________________________________________
 OZ0409* NAD 83(1986)-  43 54 30.     (N)    115 30 02.     (W)     SCALED    
 OZ0409* NAVD 88     -      1475.558  (meters)    4841.06   (feet)  ADJUSTED  
 OZ0409  ___________________________________________________________________
 OZ0409  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 OZ0409  DYNAMIC HT  -        1474.777 (meters)    4838.50  (feet)  COMP
 OZ0409  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 OZ0409
 OZ0409  VERT ORDER  -  SECOND    CLASS 0
 OZ0409
 OZ0409.The horizontal coordinates were scaled from a topographic map and have
 OZ0409.an estimated accuracy of +/- 6 seconds.
 OZ0409
 OZ0409.The orthometric height was determined by differential leveling
 OZ0409.and adjusted by the National Geodetic Survey in June 1991..
 OZ0409
 OZ0409.The geoid height was determined by GEOID03.
 OZ0409
 OZ0409.The dynamic height is computed by dividing the NAVD 88
 OZ0409.geopotential number by the normal gravity value computed on the
 OZ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0409.degrees latitude (g = 980.6199 gals.).
 OZ0409
 OZ0409.The modeled gravity was interpolated from observed gravity values.
 OZ0409
 OZ0409;                    North         East    Units  Estimated Accuracy
 OZ0409;SPC ID W     -   249,040.      820,040.      MT  (+/- 180 meters Scaled)
 OZ0409
 OZ0409                          SUPERSEDED SURVEY CONTROL
 OZ0409
 OZ0409  NGVD 29 (??/??/92) 1474.388  (m)         4837.22   (f) ADJ UNCH    2 0
 OZ0409
 OZ0409.Superseded values are not recommended for survey control.
 OZ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0409.See file dsdata.txt to determine how the superseded data were derived.
 OZ0409
 OZ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ204627(NAD 83)
 OZ0409_MARKER: Q = CHISELED SQUARE
 OZ0409_SETTING: 80 = SET IN A BOULDER
 OZ0409_SP_SET: BOULDER
 OZ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0409+STABILITY: SURFACE MOTION
 OZ0409
 OZ0409  HISTORY     - Date     Condition        Report By
 OZ0409  HISTORY     - UNK      MONUMENTED       USGS
 OZ0409  HISTORY     - 1950     GOOD             NGS
 OZ0409
 OZ0409                          STATION DESCRIPTION
 OZ0409
 OZ0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0409'6.9 MI W FROM DEER PARK GURD STATION.
 OZ0409'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0409'THENCE 6.5 MILES WEST ALONG A FOREST SERVICE ROAD, ON THE TOP OF A
 OZ0409'BOULDER, 80.4 FEET SOUTHWEST OF THE CENTER OF THE WEST END OF A
 OZ0409'42-INCH CORRUGATED METAL PIPE CULVERT, 45 FEET WEST OF THE CENTER LINE
 OZ0409'OF THE ROAD, 27 1/2 FEET EAST OF A 24-INCH FIR TREE MARKED BY THE
 OZ0409'WHITE PAINTED LETTERS BM, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0395 ***********************************************************************
 RY0395  DESIGNATION -  4839.12 RM
 RY0395  PID         -  RY0395
 RY0395  STATE/COUNTY-  ID/CLEARWATER
 RY0395  USGS QUAD   -  HEMLOCK BUTTE (1994)
 RY0395
 RY0395                         *CURRENT SURVEY CONTROL
 RY0395  ___________________________________________________________________
 RY0395* NAD 83(1986)-  46 29 57.     (N)    115 42 35.     (W)     SCALED    
 RY0395* NAVD 88     -      1476.040  (meters)    4842.64   (feet)  ADJUSTED  
 RY0395  ___________________________________________________________________
 RY0395  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 RY0395  DYNAMIC HT  -        1475.712 (meters)    4841.57  (feet)  COMP
 RY0395  MODELED GRAV-     980,339.8   (mgal)                       NAVD 88
 RY0395
 RY0395  VERT ORDER  -  FIRST     CLASS II
 RY0395
 RY0395.The horizontal coordinates were scaled from a topographic map and have
 RY0395.an estimated accuracy of +/- 6 seconds.
 RY0395
 RY0395.The orthometric height was determined by differential leveling
 RY0395.and adjusted by the National Geodetic Survey in June 1991..
 RY0395
 RY0395.The geoid height was determined by GEOID03.
 RY0395
 RY0395.The dynamic height is computed by dividing the NAVD 88
 RY0395.geopotential number by the normal gravity value computed on the
 RY0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0395.degrees latitude (g = 980.6199 gals.).
 RY0395
 RY0395.The modeled gravity was interpolated from observed gravity values.
 RY0395
 RY0395;                    North         East    Units  Estimated Accuracy
 RY0395;SPC ID W     -   536,920.      803,090.      MT  (+/- 180 meters Scaled)
 RY0395
 RY0395                          SUPERSEDED SURVEY CONTROL
 RY0395
 RY0395  NGVD 29 (??/??/92) 1474.849  (m)         4838.73   (f) ADJ UNCH    1 2
 RY0395
 RY0395.Superseded values are not recommended for survey control.
 RY0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0395.See file dsdata.txt to determine how the superseded data were derived.
 RY0395
 RY0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM990503(NAD 83)
 RY0395_MARKER: N = NAIL
 RY0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0395_SP_SET: TREE
 RY0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0395
 RY0395  HISTORY     - Date     Condition        Report By
 RY0395  HISTORY     - UNK      MONUMENTED       USGS
 RY0395  HISTORY     - 1950     GOOD             NGS
 RY0395
 RY0395                          STATION DESCRIPTION
 RY0395
 RY0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0395'9.6 MI E FROM PIERCE.
 RY0395'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0395'PIERCE, THENCE 8.9 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 0.7 MILE
 RY0395'EAST OF THE JUNCTION OF A DIRT ROAD LEADING NORTHEAST TO FRENCH
 RY0395'MOUNTAIN LOOKOUT, 125 FEET WEST OF THE APPROXIMATE CENTER OF A SADDLE
 RY0395'AT THE BOTTOM OF A GRADE, 80.6 FEET WEST OF AND ACROSS THE ROAD FROM Q
 RY0395'172, IN THE BASE OF THE NORTH SIDE OF A 40-INCH WHITE FIR TREE MARKED
 RY0395'WITH A WHITE PAINTED TRIANGULAR BLAZE AND THE WHITE PAINTED LETTERS R
 RY0395'M, 9 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT
 RY0395'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0382 ***********************************************************************
 OY0382  DESIGNATION -  4848
 OY0382  PID         -  OY0382
 OY0382  STATE/COUNTY-  ID/BINGHAM
 OY0382  USGS QUAD   -  TABER (1973)
 OY0382
 OY0382                         *CURRENT SURVEY CONTROL
 OY0382  ___________________________________________________________________
 OY0382* NAD 83(1986)-  43 21 21.     (N)    112 44 45.     (W)     SCALED    
 OY0382* NAVD 88     -      1478.587  (meters)    4851.00   (feet)  ADJUSTED  
 OY0382  ___________________________________________________________________
 OY0382  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 OY0382  DYNAMIC HT  -        1477.806 (meters)    4848.44  (feet)  COMP
 OY0382  MODELED GRAV-     980,039.6   (mgal)                       NAVD 88
 OY0382
 OY0382  VERT ORDER  -  FIRST     CLASS II
 OY0382
 OY0382.The horizontal coordinates were scaled from a topographic map and have
 OY0382.an estimated accuracy of +/- 6 seconds.
 OY0382
 OY0382.The orthometric height was determined by differential leveling
 OY0382.and adjusted by the National Geodetic Survey in December 1992..
 OY0382
 OY0382.The geoid height was determined by GEOID03.
 OY0382
 OY0382.The dynamic height is computed by dividing the NAVD 88
 OY0382.geopotential number by the normal gravity value computed on the
 OY0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0382.degrees latitude (g = 980.6199 gals.).
 OY0382
 OY0382.The modeled gravity was interpolated from observed gravity values.
 OY0382
 OY0382;                    North         East    Units  Estimated Accuracy
 OY0382;SPC ID E     -   187,790.      153,050.      MT  (+/- 180 meters Scaled)
 OY0382
 OY0382                          SUPERSEDED SURVEY CONTROL
 OY0382
 OY0382  NAVD 88 (06/15/91) 1478.596  (m)         4851.03   (f) UNKNOWN     1 2
 OY0382  NGVD 29 (08/20/92) 1477.558  (m)         4847.62   (f) ADJUSTED    1 2
 OY0382
 OY0382.Superseded values are not recommended for survey control.
 OY0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0382.See file dsdata.txt to determine how the superseded data were derived.
 OY0382
 OY0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP585018(NAD 83)
 OY0382_MARKER: DD = SURVEY DISK
 OY0382_SETTING: 80 = SET IN A BOULDER
 OY0382_SP_SET: IN DRILL HOLE IN A BOULDER
 OY0382_STAMPING: 4848 1912 9
 OY0382_MARK LOGO: USGS  
 OY0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0382+STABILITY: SURFACE MOTION
 OY0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0382+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0382
 OY0382  HISTORY     - Date     Condition        Report By
 OY0382  HISTORY     - 1912     MONUMENTED       USGS
 OY0382  HISTORY     - 1948     GOOD             NGS
 OY0382  HISTORY     - 19920619 GOOD             NGS
 OY0382
 OY0382                          STATION DESCRIPTION
 OY0382
 OY0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0382'24.0 MI NW FROM BLACKFOOT.
 OY0382'24.0 MILES NORTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0382'STATION AT BLACKFOOT, BINGHAM COUNTY, 100 FEET NORTH OF MILEPOST 24,
 OY0382'200 FEET WEST OF A CULVERT UNDER OLD STATE HIGHWAY 27, 33 FEET
 OY0382'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A LARGE
 OY0382'LAVA BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 OY0382'STAMPED 4848 1912 9.  NOTE-- ALONG UNION PACIFIC R.R., MACKAY BRANCH.
 OY0382
 OY0382                          STATION RECOVERY (1992)
 OY0382
 OY0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0382'36.7 KM (22.80 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY0382'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, NEAR THE
 OY0382'CENTER OF A 3 BY 4-FOOT PARTIALLY EXPOSED BOULDER, 10.1 M (33.1 FT)
 OY0382'NORTHEAST OF THE NEAR RAIL, 0.8 M (2.6 FT) SOUTHEAST OF A WITNESS
 OY0382'POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0705 ***********************************************************************
 OY0705  DESIGNATION -  4848.8
 OY0705  PID         -  OY0705
 OY0705  STATE/COUNTY-  ID/BLAINE
 OY0705  USGS QUAD   -  PADDELFORD FLAT (1979)
 OY0705
 OY0705                         *CURRENT SURVEY CONTROL
 OY0705  ___________________________________________________________________
 OY0705* NAD 83(1986)-  43 20 46.     (N)    113 50 13.     (W)     SCALED    
 OY0705* NAVD 88     -      1478.497  (meters)    4850.70   (feet)  ADJUSTED  
 OY0705  ___________________________________________________________________
 OY0705  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 OY0705  DYNAMIC HT  -        1477.676 (meters)    4848.01  (feet)  COMP
 OY0705  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 OY0705
 OY0705  VERT ORDER  -  SECOND    CLASS 0
 OY0705
 OY0705.The horizontal coordinates were scaled from a topographic map and have
 OY0705.an estimated accuracy of +/- 6 seconds.
 OY0705
 OY0705.The orthometric height was determined by differential leveling
 OY0705.and adjusted by the National Geodetic Survey in June 1991..
 OY0705
 OY0705.The geoid height was determined by GEOID03.
 OY0705
 OY0705.The dynamic height is computed by dividing the NAVD 88
 OY0705.geopotential number by the normal gravity value computed on the
 OY0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0705.degrees latitude (g = 980.6199 gals.).
 OY0705
 OY0705.The modeled gravity was interpolated from observed gravity values.
 OY0705
 OY0705;                    North         East    Units  Estimated Accuracy
 OY0705;SPC ID C     -   186,560.      513,220.      MT  (+/- 180 meters Scaled)
 OY0705
 OY0705                          SUPERSEDED SURVEY CONTROL
 OY0705
 OY0705  NGVD 29 (??/??/92) 1477.449  (m)         4847.26   (f) ADJ UNCH    2 0
 OY0705
 OY0705.Superseded values are not recommended for survey control.
 OY0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0705.See file dsdata.txt to determine how the superseded data were derived.
 OY0705
 OY0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP700031(NAD 83)
 OY0705_MARKER: N = NAIL
 OY0705_SETTING: 80 = SET IN A BOULDER
 OY0705_SP_SET: BOULDER
 OY0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0705+STABILITY: SURFACE MOTION
 OY0705
 OY0705  HISTORY     - Date     Condition        Report By
 OY0705  HISTORY     - UNK      MONUMENTED       USGS
 OY0705  HISTORY     - 1958     GOOD             NGS
 OY0705
 OY0705                          STATION DESCRIPTION
 OY0705
 OY0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0705'7.4 MI NE FROM CAREY.
 OY0705'5.35 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0705'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, THENCE 1.15 MILES EAST
 OY0705'ALONG A DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A DIM TRACK ROAD,
 OY0705'27 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A NORTH-SOUTH
 OY0705'GRAVEL ROAD, IN THE TOP OF AN EMBEDDED LAVA BOULDER WHICH PROJECTS 1
 OY0705'FOOT ABOVE THE GROUND, 21 1/2 FEET EAST OF THE CENTER LINE OF THE
 OY0705'GRAVEL ROAD, 15 1/2 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY
 OY0705'LEADING EAST TO A RANCHHOUSE, 3 1/2 FEET SOUTHWEST OF A FENCE CORNER
 OY0705'POST, 1.9 FEET WEST OF A FENCE, AND ABOUT 1/2 FOOT HIGHER THAN THE
 OY0705'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0134 ***********************************************************************
 NU0134  DESIGNATION -  4853.6
 NU0134  PID         -  NU0134
 NU0134  STATE/COUNTY-  ID/BANNOCK
 NU0134  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0134
 NU0134                         *CURRENT SURVEY CONTROL
 NU0134  ___________________________________________________________________
 NU0134* NAD 83(1986)-  42 45 54.     (N)    112 23 51.     (W)     SCALED    
 NU0134* NAVD 88     -      1480.293  (meters)    4856.59   (feet)  ADJUSTED  
 NU0134  ___________________________________________________________________
 NU0134  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 NU0134  DYNAMIC HT  -        1479.407 (meters)    4853.69  (feet)  COMP
 NU0134  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 NU0134
 NU0134  VERT ORDER  -  SECOND    CLASS 0
 NU0134
 NU0134.The horizontal coordinates were scaled from a topographic map and have
 NU0134.an estimated accuracy of +/- 6 seconds.
 NU0134
 NU0134.The orthometric height was determined by differential leveling
 NU0134.and adjusted by the National Geodetic Survey in June 1991..
 NU0134
 NU0134.The geoid height was determined by GEOID03.
 NU0134
 NU0134.The dynamic height is computed by dividing the NAVD 88
 NU0134.geopotential number by the normal gravity value computed on the
 NU0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0134.degrees latitude (g = 980.6199 gals.).
 NU0134
 NU0134.The modeled gravity was interpolated from observed gravity values.
 NU0134
 NU0134;                    North         East    Units  Estimated Accuracy
 NU0134;SPC ID E     -   122,020.      181,110.      MT  (+/- 180 meters Scaled)
 NU0134
 NU0134                          SUPERSEDED SURVEY CONTROL
 NU0134
 NU0134  NGVD 29 (??/??/92) 1479.221  (m)         4853.08   (f) ADJ UNCH    2 0
 NU0134
 NU0134.Superseded values are not recommended for survey control.
 NU0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0134.See file dsdata.txt to determine how the superseded data were derived.
 NU0134
 NU0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN856356(NAD 83)
 NU0134_MARKER: Q = CHISELED SQUARE
 NU0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0134_SP_SET: CULVERT
 NU0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0134
 NU0134  HISTORY     - Date     Condition        Report By
 NU0134  HISTORY     - UNK      MONUMENTED       USGS
 NU0134  HISTORY     - 1960     GOOD             NGS
 NU0134
 NU0134                          STATION DESCRIPTION
 NU0134
 NU0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0134'2.9 MI N FROM BANNOCK RANGER STATION.
 NU0134'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 38 FROM BANNOCK RANGER
 NU0134'STATION, BANNOCK COUNTY, NEAR A VERY PROMINENT ROCK POINT, ABOUT 150
 NU0134'FEET SOUTHEAST OF A CONCRETE BOX CULVERT OVER MINK CREEK, 95 FEET EAST
 NU0134'OF THE CENTER LINE OF THE HIGHWAY, ON A ROCK AT THE BASE OF A ROCK
 NU0134'CLIFF, AND 40 FEET EAST OF A POLE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1470 ***********************************************************************
 SV1470  DESIGNATION -  4858 S
 SV1470  PID         -  SV1470
 SV1470  STATE/COUNTY-  ID/SHOSHONE
 SV1470  USGS QUAD   -  FASET PEAK (1996)
 SV1470
 SV1470                         *CURRENT SURVEY CONTROL
 SV1470  ___________________________________________________________________
 SV1470* NAD 83(1992)-  47 52 58.06175(N)    116 17 45.91172(W)     ADJUSTED  
 SV1470* NAVD 88     -      1481.3    (meters)    4860.     (feet)  VERTCON   
 SV1470  ___________________________________________________________________
 SV1470  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 SV1470  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 SV1470
 SV1470  HORZ ORDER  -  THIRD
 SV1470
 SV1470.The horizontal coordinates were established by classical geodetic methods
 SV1470.and adjusted by the National Geodetic Survey in July 1992..
 SV1470
 SV1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1470
 SV1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1470
 SV1470.The geoid height was determined by GEOID03.
 SV1470
 SV1470;                    North         East     Units Scale Factor Converg.
 SV1470;SPC ID W     -   690,880.451   759,158.660   MT  0.99995382   -0 24 18.3
 SV1470;UTM  11      - 5,303,513.308   552,627.468   MT  0.99963403   +0 31 19.8
 SV1470
 SV1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1470!SPC ID W     -   0.99977050  x   0.99995382  =   0.99972433
 SV1470!UTM  11      -   0.99977050  x   0.99963403  =   0.99940461
 SV1470
 SV1470:                Primary Azimuth Mark                     Grid Az
 SV1470:SPC ID W     -  HAMILTON                                 258 04 55.0
 SV1470:UTM  11      -  HAMILTON                                 257 09 16.9
 SV1470
 SV1470|---------------------------------------------------------------------|
 SV1470| PID    Reference Object                     Distance      Geod. Az  |
 SV1470|                                                           dddmmss.s |
 SV1470| SV1466 HAMILTON                            APPROX. 3.5 KM 2574036.7 |
 SV1470|---------------------------------------------------------------------|
 SV1470
 SV1470                          SUPERSEDED SURVEY CONTROL
 SV1470
 SV1470  NAD 83(1986)-  47 52 58.06598(N)    116 17 45.90258(W) AD(       ) 3
 SV1470  NAD 27      -  47 52 58.37519(N)    116 17 42.24161(W) AD(       ) 3
 SV1470  NGVD 29 (07/19/86) 1480.1    (m)         4856.     (f) VERT ANG       
 SV1470
 SV1470.Superseded values are not recommended for survey control.
 SV1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1470.See file dsdata.txt to determine how the superseded data were derived.
 SV1470
 SV1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP5262703513(NAD 83)
 SV1470_MARKER: DB = BENCH MARK DISK
 SV1470_SETTING: 80 = SET IN A BOULDER
 SV1470_SP_SET: PARTIALLY EXPOSED BOULDER
 SV1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1470+STABILITY: SURFACE MOTION
 SV1470
 SV1470  HISTORY     - Date     Condition        Report By
 SV1470  HISTORY     - 1905     MONUMENTED       USGS
 SV1470
 SV1470                          STATION DESCRIPTION
 SV1470
 SV1470'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 SV1470'BEAR CREEK, 3 MI. N. OF MOUTH, ON TOP OF FIRST SUMMIT BETWEEN MOUTH OF
 SV1470'BEAR CREEK AND LAKEVIEW, 3 FT. BELOW APEX OF ROCKY POINT, IN FLAT
 SV1470'BLACK SHALE ROCK, ALUMINUM TABLET STAMPED---4858 S---.
 SV1470'
 SV1470'LOCATED ABOUT 9.3 MI. (AIRLINE) SSE. OF LAKEVIEW, 3.3 MI. NW. OF MAGEE
 SV1470'RANGER STATION, 1.3 MI. E. OF THE KOOTENAI-SHOSHONE COUNTY LINE, IN
 SV1470'SECTION 2, T 52 N, R 1 E, ABOUT 3 FT. BELOW THE SUMMIT OF MAGEE PEAK.
 SV1470'
 SV1470'TO REACH FROM THE HONEYSUCKLE CAMPGROUND ON THE NORTH FORK OF THE
 SV1470'COEUR D ALENE RIVER, DRIVE E. FOR ABOUT 100 YDS. TO A RD. JUNCTION AT
 SV1470'THE NE. END OF A BRIDGE, TURN LEFT (N.) UP THE NORTH FORK OF THE
 SV1470'COEUR D ALENE RIVER FOR 3.2 MI. TO A Y-RD., TAKE RIGHT FORK FOR 1 MI.
 SV1470'TO A RD. FORK, CONTINUE STRAIGHT AHEAD FOR 6.6 MI. TO A RD. JUNCTION,
 SV1470'TAKE LEFT FORK (CROOKED RIDGE RD.) FOR 1.35 MI. TO A RD. JUNCTION,
 SV1470'CONTINUE STRAIGHT AHEAD (N.) FOR 1.4 MI. TO A RD. JUNCTION, CONTINUE
 SV1470'STRAIGHT AHEAD FOR 3.5 MI. TO A RD. JUNCTION, TAKE LEFT FORK PER SIGN
 SV1470'--HAMILTON MTN 1 - GRIFFITH PK 7-- FOR 0.3 MI. AND Y-RD., TAKE RIGHT
 SV1470'FORK FOR 3.8 MI. AND END OF TRUCK TRAVEL ON RD. AT POINT OF RIDGE.
 SV1470'PACK GENERALLY E. UP RIDGE TO TOP, THENCE LEFT INTO SADDLE AND ONTO
 SV1470'HIGHEST POINT OF NEXT TOP AND STATION.  ABOUT A 20 MINUTE PACK.
 SV1470'
 SV1470'STATION MARK--AN ALUMINUM BENCH MARK TABLET STAMPED---4858 S---, SET
 SV1470'IN AN EMBEDDED BOULDER ABOUT 3 FT. LOWER THAN TOP.
 SV1470'
 SV1470'REFERENCE MARKS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0225 ***********************************************************************
 PZ0225  DESIGNATION -  4867.45
 PZ0225  PID         -  PZ0225
 PZ0225  STATE/COUNTY-  ID/CLARK
 PZ0225  USGS QUAD   -  LIDY HOT SPRINGS (1969)
 PZ0225
 PZ0225                         *CURRENT SURVEY CONTROL
 PZ0225  ___________________________________________________________________
 PZ0225* NAD 83(1986)-  44 07 51.     (N)    112 30 46.     (W)     SCALED    
 PZ0225* NAVD 88     -      1487.972  (meters)    4881.79   (feet)  ADJUSTED  
 PZ0225  ___________________________________________________________________
 PZ0225  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 PZ0225  DYNAMIC HT  -        1487.250 (meters)    4879.42  (feet)  COMP
 PZ0225  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 PZ0225
 PZ0225  VERT ORDER  -  SECOND    CLASS 0
 PZ0225
 PZ0225.The horizontal coordinates were scaled from a topographic map and have
 PZ0225.an estimated accuracy of +/- 6 seconds.
 PZ0225
 PZ0225.The orthometric height was determined by differential leveling
 PZ0225.and adjusted by the National Geodetic Survey in June 1991..
 PZ0225
 PZ0225.The geoid height was determined by GEOID03.
 PZ0225
 PZ0225.The dynamic height is computed by dividing the NAVD 88
 PZ0225.geopotential number by the normal gravity value computed on the
 PZ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0225.degrees latitude (g = 980.6199 gals.).
 PZ0225
 PZ0225.The modeled gravity was interpolated from observed gravity values.
 PZ0225
 PZ0225;                    North         East    Units  Estimated Accuracy
 PZ0225;SPC ID E     -   273,790.      172,300.      MT  (+/- 180 meters Scaled)
 PZ0225
 PZ0225                          SUPERSEDED SURVEY CONTROL
 PZ0225
 PZ0225  NGVD 29 (??/??/92) 1486.864  (m)         4878.15   (f) ADJ UNCH    2 0
 PZ0225
 PZ0225.Superseded values are not recommended for survey control.
 PZ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0225.See file dsdata.txt to determine how the superseded data were derived.
 PZ0225
 PZ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP789875(NAD 83)
 PZ0225_MARKER: Z = SEE DESCRIPTION
 PZ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0225_STAMPING: 4867.45
 PZ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0225+STABILITY: SURFACE MOTION
 PZ0225
 PZ0225  HISTORY     - Date     Condition        Report By
 PZ0225  HISTORY     - UNK      MONUMENTED       USGS
 PZ0225  HISTORY     - 1929     GOOD             USGS
 PZ0225  HISTORY     - 20000601 MARK NOT FOUND   IDTD
 PZ0225
 PZ0225                          STATION DESCRIPTION
 PZ0225
 PZ0225'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0225'17.8 MI SW FROM DUBOIS.
 PZ0225'17.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0225'DUBOIS, CLARK COUNTY, 650 FEET WEST OF THE POST OFFICE AT WINSPER, 30
 PZ0225'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A 1/4-INCH BRASS ROD,
 PZ0225'STAMPED 4867.45 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 PZ0225'8 INCHES ABOVE GROUND.
 PZ0225
 PZ0225                          STATION RECOVERY (2000)
 PZ0225
 PZ0225'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 PZ0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1264 ***********************************************************************
 QB1264  DESIGNATION -  4870.60
 QB1264  PID         -  QB1264
 QB1264  STATE/COUNTY-  ID/VALLEY
 QB1264  USGS QUAD   -  DONNELLY (1985)
 QB1264
 QB1264                         *CURRENT SURVEY CONTROL
 QB1264  ___________________________________________________________________
 QB1264* NAD 83(1992)-  44 44 43.05237(N)    116 04 41.34909(W)     ADJUSTED  
 QB1264* NAVD 88     -      1486.     (meters)    4875.     (feet)  SCALED    
 QB1264  ___________________________________________________________________
 QB1264  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 QB1264  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 QB1264
 QB1264  HORZ ORDER  -  SECOND
 QB1264
 QB1264.The horizontal coordinates were established by classical geodetic methods
 QB1264.and adjusted by the National Geodetic Survey in July 1992..
 QB1264
 QB1264.The orthometric height was scaled from a topographic map.
 QB1264
 QB1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1264
 QB1264.The geoid height was determined by GEOID03.
 QB1264
 QB1264;                    North         East     Units Scale Factor Converg.
 QB1264;SPC ID W     -   342,054.950   774,013.565   MT  0.99994163   -0 13 51.6
 QB1264;UTM  11      - 4,955,069.531   572,976.897   MT  0.99966549   +0 38 56.3
 QB1264
 QB1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1264!SPC ID W     -   0.99976941  x   0.99994163  =   0.99971105
 QB1264!UTM  11      -   0.99976941  x   0.99966549  =   0.99943497
 QB1264
 QB1264                          SUPERSEDED SURVEY CONTROL
 QB1264
 QB1264  NAD 83(1986)-  44 44 43.05295(N)    116 04 41.34764(W) AD(       ) 2
 QB1264  NAD 27      -  44 44 43.43325(N)    116 04 37.89865(W) AD(       ) 2
 QB1264
 QB1264.Superseded values are not recommended for survey control.
 QB1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1264.See file dsdata.txt to determine how the superseded data were derived.
 QB1264
 QB1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK7297755070(NAD 83)
 QB1264
 QB1264  HISTORY     - Date     Condition        Report By
 QB1264  HISTORY     - 1959     MONUMENTED       CGS
 QB1264
 QB1264                          STATION DESCRIPTION
 QB1264
 QB1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QB1264'SEE STATION DONNELLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0968 ***********************************************************************
 NU0968  DESIGNATION -  4872.22
 NU0968  PID         -  NU0968
 NU0968  STATE/COUNTY-  ID/CASSIA
 NU0968  USGS QUAD   -  BRIDGE (1976)
 NU0968
 NU0968                         *CURRENT SURVEY CONTROL
 NU0968  ___________________________________________________________________
 NU0968* NAD 83(1986)-  42 11 00.     (N)    113 20 53.     (W)     SCALED    
 NU0968* NAVD 88     -      1435.562  (meters)    4709.84   (feet)  ADJUSTED  
 NU0968  ___________________________________________________________________
 NU0968  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 NU0968  DYNAMIC HT  -        1434.605 (meters)    4706.70  (feet)  COMP
 NU0968  MODELED GRAV-     979,905.3   (mgal)                       NAVD 88
 NU0968
 NU0968  VERT ORDER  -  SECOND    CLASS 0
 NU0968
 NU0968.The horizontal coordinates were scaled from a topographic map and have
 NU0968.an estimated accuracy of +/- 6 seconds.
 NU0968
 NU0968.The orthometric height was determined by differential leveling
 NU0968.and adjusted by the National Geodetic Survey in June 1991..
 NU0968
 NU0968.The geoid height was determined by GEOID03.
 NU0968
 NU0968.The dynamic height is computed by dividing the NAVD 88
 NU0968.geopotential number by the normal gravity value computed on the
 NU0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0968.degrees latitude (g = 980.6199 gals.).
 NU0968
 NU0968.The modeled gravity was interpolated from observed gravity values.
 NU0968
 NU0968;                    North         East    Units  Estimated Accuracy
 NU0968;SPC ID C     -    57,590.      553,860.      MT  (+/- 180 meters Scaled)
 NU0968
 NU0968                          SUPERSEDED SURVEY CONTROL
 NU0968
 NU0968  NGVD 29 (??/??/92) 1434.488  (m)         4706.32   (f) ADJ UNCH    2 0
 NU0968
 NU0968.Superseded values are not recommended for survey control.
 NU0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0968.See file dsdata.txt to determine how the superseded data were derived.
 NU0968
 NU0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM060728(NAD 83)
 NU0968_MARKER: DD = SURVEY DISK
 NU0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0968_STAMPING: O.F.F. 204.86 B.M. 4872.22
 NU0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0968+STABILITY: SURFACE MOTION
 NU0968
 NU0968  HISTORY     - Date     Condition        Report By
 NU0968  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0968  HISTORY     - 1934     GOOD             NGS
 NU0968  HISTORY     - 1968     POOR             USGS
 NU0968
 NU0968                          STATION DESCRIPTION
 NU0968
 NU0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0968'8.5 MI S FROM MALTA.
 NU0968'8.5 MILES SOUTH ALONG U.S. HIGHWAY 30 S FROM THE SPEED LIMIT SIGN AND
 NU0968'BRIDGE AT MALTA, AND 130 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 NU0968'AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED O.F.F.
 NU0968'204.86 B.M. 4872.22 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 NU0968'BENCH MARK HAS APPARENTLY BEEN STRUCK BY MOTORIZED VEHICLE.  THE BENCH
 NU0968'MARK HAS BEEN PUSHED OVER TO WHERE IT IS AT AN APPROXIMATE 30 DEG
 NU0968'ANGLE WITH THE HORIZONTAL.
 NU0968
 NU0968                          STATION RECOVERY (1968)
 NU0968
 NU0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU0968'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0397 ***********************************************************************
 OZ0397  DESIGNATION -  4891
 OZ0397  PID         -  OZ0397
 OZ0397  STATE/COUNTY-  ID/ELMORE
 OZ0397  USGS QUAD   -  BEAR RIVER (1972)
 OZ0397
 OZ0397                         *CURRENT SURVEY CONTROL
 OZ0397  ___________________________________________________________________
 OZ0397* NAD 83(1986)-  43 54 31.     (N)    115 23 55.     (W)     SCALED    
 OZ0397* NAVD 88     -      1491.672  (meters)    4893.93   (feet)  ADJUSTED  
 OZ0397  ___________________________________________________________________
 OZ0397  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 OZ0397  DYNAMIC HT  -        1490.862 (meters)    4891.27  (feet)  COMP
 OZ0397  MODELED GRAV-     980,024.1   (mgal)                       NAVD 88
 OZ0397
 OZ0397  VERT ORDER  -  SECOND    CLASS 0
 OZ0397
 OZ0397.The horizontal coordinates were scaled from a topographic map and have
 OZ0397.an estimated accuracy of +/- 6 seconds.
 OZ0397
 OZ0397.The orthometric height was determined by differential leveling
 OZ0397.and adjusted by the National Geodetic Survey in June 1991..
 OZ0397
 OZ0397.The geoid height was determined by GEOID03.
 OZ0397
 OZ0397.The dynamic height is computed by dividing the NAVD 88
 OZ0397.geopotential number by the normal gravity value computed on the
 OZ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0397.degrees latitude (g = 980.6199 gals.).
 OZ0397
 OZ0397.The modeled gravity was interpolated from observed gravity values.
 OZ0397
 OZ0397;                    North         East    Units  Estimated Accuracy
 OZ0397;SPC ID W     -   249,100.      828,230.      MT  (+/- 180 meters Scaled)
 OZ0397
 OZ0397                          SUPERSEDED SURVEY CONTROL
 OZ0397
 OZ0397  NGVD 29 (??/??/92) 1490.485  (m)         4890.03   (f) ADJ UNCH    2 0
 OZ0397
 OZ0397.Superseded values are not recommended for survey control.
 OZ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0397.See file dsdata.txt to determine how the superseded data were derived.
 OZ0397
 OZ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ285629(NAD 83)
 OZ0397_MARKER: N = NAIL
 OZ0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0397_SP_SET: TREE
 OZ0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0397
 OZ0397  HISTORY     - Date     Condition        Report By
 OZ0397  HISTORY     - UNK      MONUMENTED       USGS
 OZ0397  HISTORY     - 1950     GOOD             NGS
 OZ0397
 OZ0397                          STATION DESCRIPTION
 OZ0397
 OZ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0397'0.9 MI S FROM DEER PARK GUARD STATION.
 OZ0397'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0397'THENCE 0.5 MILE SOUTH ALONG A GRADED FOREST SERVICE ROAD, 0.5 MILE
 OZ0397'SOUTH OF A BRIDGE OVER NORTH FORK BOISE RIVER, 47 FEET SOUTHWEST OF
 OZ0397'THE CENTER LINE OF THE ROAD, ABOUT 3 FEET LOWER THAN THE ROAD, IN THE
 OZ0397'TOP OF A ROOT ON THE NORTH SIDE OF A 14-INCH FIR TREE MARKED BY THE
 OZ0397'WHITE PAINTED LETTERS AND NUMBERS US 4891/0 BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0380 ***********************************************************************
 OZ0380  DESIGNATION -  49 E
 OZ0380  PID         -  OZ0380
 OZ0380  STATE/COUNTY-  ID/ELMORE
 OZ0380  USGS QUAD   -  ATLANTA EAST (1972)
 OZ0380
 OZ0380                         *CURRENT SURVEY CONTROL
 OZ0380  ___________________________________________________________________
 OZ0380* NAD 83(1986)-  43 51 59.     (N)    115 01 44.     (W)     SCALED    
 OZ0380* NAVD 88     -      2099.182  (meters)    6887.07   (feet)  ADJUSTED  
 OZ0380  ___________________________________________________________________
 OZ0380  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 OZ0380  DYNAMIC HT  -        2097.788 (meters)    6882.49  (feet)  COMP
 OZ0380  MODELED GRAV-     979,879.7   (mgal)                       NAVD 88
 OZ0380
 OZ0380  VERT ORDER  -  SECOND    CLASS 0
 OZ0380
 OZ0380.The horizontal coordinates were scaled from a topographic map and have
 OZ0380.an estimated accuracy of +/- 6 seconds.
 OZ0380
 OZ0380.The orthometric height was determined by differential leveling
 OZ0380.and adjusted by the National Geodetic Survey in June 1991..
 OZ0380
 OZ0380.The geoid height was determined by GEOID03.
 OZ0380
 OZ0380.The dynamic height is computed by dividing the NAVD 88
 OZ0380.geopotential number by the normal gravity value computed on the
 OZ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0380.degrees latitude (g = 980.6199 gals.).
 OZ0380
 OZ0380.The modeled gravity was interpolated from observed gravity values.
 OZ0380
 OZ0380;                    North         East    Units  Estimated Accuracy
 OZ0380;SPC ID W     -   244,600.      857,960.      MT  (+/- 180 meters Scaled)
 OZ0380
 OZ0380                          SUPERSEDED SURVEY CONTROL
 OZ0380
 OZ0380  NGVD 29 (??/??/92) 2097.828  (m)         6882.62   (f) ADJ UNCH    2 0
 OZ0380
 OZ0380.Superseded values are not recommended for survey control.
 OZ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0380.See file dsdata.txt to determine how the superseded data were derived.
 OZ0380
 OZ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ583589(NAD 83)
 OZ0380_MARKER: DD = SURVEY DISK
 OZ0380_SETTING: 80 = SET IN A BOULDER
 OZ0380_SP_SET: BOULDER
 OZ0380_STAMPING: 49 E 1936
 OZ0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0380+STABILITY: SURFACE MOTION
 OZ0380
 OZ0380  HISTORY     - Date     Condition        Report By
 OZ0380  HISTORY     - 1936     MONUMENTED       USGS
 OZ0380  HISTORY     - 1950     GOOD             NGS
 OZ0380  HISTORY     - 1951     GOOD             NGS
 OZ0380
 OZ0380                          STATION DESCRIPTION
 OZ0380
 OZ0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0380'8.5 MI NE FROM ATLANTA.
 OZ0380'4.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0380'POST OFFICE AT ATLANTA, THENCE 4.5 MILES NORTHEAST ALONG MATTINGLY
 OZ0380'CREEK TRAIL, AT THE SOUTHWEST EDGE OF A CLEARING, 38 1/2 FEET SOUTH OF
 OZ0380'A 16-INCH FIR TREE MARKED WITH A TRIANGULAR BLAZE, 10 FEET NORTHWEST
 OZ0380'OF THE CENTER LINE OF THE TRAIL, ABOUT 6 FEET HIGHER THAN THE TRAIL,
 OZ0380'AND IN THE TOP OF A LARGE BOULDER WHICH PROJECTS 4 FEET ABOVE THE
 OZ0380'GROUND MARKED WITH A PAINTED B M.
 OZ0380
 OZ0380                          STATION RECOVERY (1951)
 OZ0380
 OZ0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0519 ***********************************************************************
 NW0519  DESIGNATION -  49 EMH
 NW0519  PID         -  NW0519
 NW0519  STATE/COUNTY-  ID/OWYHEE
 NW0519  USGS QUAD   -  WICKAHONEY POINT (1972)
 NW0519
 NW0519                         *CURRENT SURVEY CONTROL
 NW0519  ___________________________________________________________________
 NW0519* NAD 83(1986)-  42 26 47.     (N)    116 05 25.     (W)     SCALED    
 NW0519* NAVD 88     -      1778.920  (meters)    5836.34   (feet)  POSTED    
 NW0519  ___________________________________________________________________
 NW0519  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 NW0519  DYNAMIC HT  -        1777.700 (meters)    5832.34  (feet)  COMP
 NW0519  MODELED GRAV-     979,870.4   (mgal)                       NAVD 88
 NW0519
 NW0519  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0519
 NW0519.The horizontal coordinates were scaled from a topographic map and have
 NW0519.an estimated accuracy of +/- 6 seconds.
 NW0519
 NW0519.The orthometric height was determined by differential leveling
 NW0519.and adjusted by the National Geodetic Survey in 1992..
 NW0519.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0519.rate of 0.0 thru 1.0 mm/km.
 NW0519
 NW0519.The geoid height was determined by GEOID03.
 NW0519
 NW0519.The dynamic height is computed by dividing the NAVD 88
 NW0519.geopotential number by the normal gravity value computed on the
 NW0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0519.degrees latitude (g = 980.6199 gals.).
 NW0519
 NW0519.The modeled gravity was interpolated from observed gravity values.
 NW0519
 NW0519;                    North         East    Units  Estimated Accuracy
 NW0519;SPC ID W     -    86,660.      772,010.      MT  (+/- 180 meters Scaled)
 NW0519
 NW0519                          SUPERSEDED SURVEY CONTROL
 NW0519
 NW0519.No superseded survey control is available for this station.
 NW0519
 NW0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG748997(NAD 83)
 NW0519_MARKER: DD = SURVEY DISK
 NW0519_SETTING: 66 = SET IN ROCK OUTCROP
 NW0519_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0519_STAMPING: 49 EMH 1972 5832
 NW0519_MARK LOGO: USGS  
 NW0519_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0519+STABILITY: POSITION/ELEVATION WELL
 NW0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0519+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0519
 NW0519  HISTORY     - Date     Condition        Report By
 NW0519  HISTORY     - 1972     MONUMENTED       USGS
 NW0519
 NW0519                          STATION DESCRIPTION
 NW0519
 NW0519'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0519'FROM GRASMERE, IDAHO, PROCEED 4.0 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NW0519'15.6 MILES SOUTHEAST ALONG GRADED ROAD, 0.2 MILES SOUTH AND 6.65 MILES
 NW0519'WEST OF WICKAHONEY RANCH HOUSE, 480 FEET WEST OF A TRACK ROAD NORTH,
 NW0519'27 FEET SOUTH AND ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, SET IN
 NW0519'A ROCK OUTCROP PROJECTING 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1035 ***********************************************************************
 OY1035  DESIGNATION -  49 FMK
 OY1035  PID         -  OY1035
 OY1035  STATE/COUNTY-  ID/JEFFERSON
 OY1035  USGS QUAD   -  LITTLE BUTTE NW (1973)
 OY1035
 OY1035                         *CURRENT SURVEY CONTROL
 OY1035  ___________________________________________________________________
 OY1035* NAD 83(1986)-  43 38 16.     (N)    112 40 29.     (W)     SCALED    
 OY1035* NAVD 88     -      1523.201  (meters)    4997.37   (feet)  ADJUSTED  
 OY1035  ___________________________________________________________________
 OY1035  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 OY1035  DYNAMIC HT  -        1522.389 (meters)    4994.70  (feet)  COMP
 OY1035  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 OY1035
 OY1035  VERT ORDER  -  FIRST     CLASS II
 OY1035
 OY1035.The horizontal coordinates were scaled from a topographic map and have
 OY1035.an estimated accuracy of +/- 6 seconds.
 OY1035
 OY1035.The orthometric height was determined by differential leveling
 OY1035.and adjusted by the National Geodetic Survey in December 1992..
 OY1035
 OY1035.The geoid height was determined by GEOID03.
 OY1035
 OY1035.The dynamic height is computed by dividing the NAVD 88
 OY1035.geopotential number by the normal gravity value computed on the
 OY1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1035.degrees latitude (g = 980.6199 gals.).
 OY1035
 OY1035.The modeled gravity was interpolated from observed gravity values.
 OY1035
 OY1035;                    North         East    Units  Estimated Accuracy
 OY1035;SPC ID E     -   219,080.      159,010.      MT  (+/- 180 meters Scaled)
 OY1035
 OY1035                          SUPERSEDED SURVEY CONTROL
 OY1035
 OY1035  NGVD 29 (08/20/92) 1522.113  (m)         4993.80   (f) ADJUSTED    1 2
 OY1035
 OY1035.Superseded values are not recommended for survey control.
 OY1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1035.See file dsdata.txt to determine how the superseded data were derived.
 OY1035
 OY1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP649330(NAD 83)
 OY1035_MARKER: DD = SURVEY DISK
 OY1035_SETTING: 66 = SET IN ROCK OUTCROP
 OY1035_SP_SET: BEDROCK
 OY1035_STAMPING: 49 FMK 1973 4994
 OY1035_MARK LOGO: USGS  
 OY1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1035+STABILITY: POSITION/ELEVATION WELL
 OY1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1035+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1992
 OY1035
 OY1035  HISTORY     - Date     Condition        Report By
 OY1035  HISTORY     - 1973     MONUMENTED       USGS
 OY1035  HISTORY     - 19920518 GOOD             NGS
 OY1035
 OY1035                          STATION DESCRIPTION
 OY1035
 OY1035'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OY1035'FROM THE JUNCTION OF U S HIGHWAYS 20 AND 26 AND A PAVED ROAD
 OY1035'NORTHWEST, IDAHO PROCEED 13.5 MILES EAST ALONG U S HIGHWAY 20, THENCE
 OY1035'4.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.9 MILES
 OY1035'NORTHWEST ALONG A TRACK ROAD, UNDER THE EAST LINE OF A TWIN POLE
 OY1035'TRANSMISSION LINE, APPROXIMATELY MIDWAY BETWEEN TWO SETS OF POLES, 41
 OY1035'FEET SOUTH OF THE CENTERLINE OF THE ROAD, ROCK CAIRN AT BENCH MARK,
 OY1035'SET IN ROCK OUTCROP.
 OY1035
 OY1035                          STATION RECOVERY (1992)
 OY1035
 OY1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1035'57.7 KM (35.85 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1035'OF U.S. HIGHWAY 93 IN ARCO, THENCE 5.7 KM (3.55 MI) NORTHERLY ALONG
 OY1035'TAYLOR BOULEVARD, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG HARRISON
 OY1035'BOULEVARD, THENCE 5.0 KM (3.10 MI) NORTHERLY ALONG TRACK ROAD T-25,
 OY1035'NEAR THE CENTER OF AN 8 BY 10-FOOT AREA OF OUTCROPPING BEDROCK, 53.5
 OY1035'M (175.5 FT) EAST OF THE ROAD CENTER, 12.2 M (40.0 FT) SOUTH OF THE
 OY1035'CENTER OF TRACK ROAD T-20, 2.2 M (7.2 FT) SOUTHEAST OF A CAIRN, AND
 OY1035'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1005 ***********************************************************************
 OY1005  DESIGNATION -  49 HLS
 OY1005  PID         -  OY1005
 OY1005  STATE/COUNTY-  ID/BUTTE
 OY1005  USGS QUAD   -  BIG LOST RIVER SINKS (1969)
 OY1005
 OY1005                         *CURRENT SURVEY CONTROL
 OY1005  ___________________________________________________________________
 OY1005* NAD 83(1986)-  43 48 41.     (N)    112 49 05.     (W)     SCALED    
 OY1005* NAVD 88     -      1460.818  (meters)    4792.70   (feet)  ADJUSTED  
 OY1005  ___________________________________________________________________
 OY1005  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 OY1005  DYNAMIC HT  -        1460.085 (meters)    4790.30  (feet)  COMP
 OY1005  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 OY1005
 OY1005  VERT ORDER  -  FIRST     CLASS II
 OY1005
 OY1005.The horizontal coordinates were scaled from a topographic map and have
 OY1005.an estimated accuracy of +/- 6 seconds.
 OY1005
 OY1005.The orthometric height was determined by differential leveling
 OY1005.and adjusted by the National Geodetic Survey in December 1992..
 OY1005
 OY1005.The geoid height was determined by GEOID03.
 OY1005
 OY1005.The dynamic height is computed by dividing the NAVD 88
 OY1005.geopotential number by the normal gravity value computed on the
 OY1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1005.degrees latitude (g = 980.6199 gals.).
 OY1005
 OY1005.The modeled gravity was interpolated from observed gravity values.
 OY1005
 OY1005;                    North         East    Units  Estimated Accuracy
 OY1005;SPC ID C     -   238,920.      595,090.      MT  (+/- 180 meters Scaled)
 OY1005
 OY1005                          SUPERSEDED SURVEY CONTROL
 OY1005
 OY1005  NGVD 29 (08/20/92) 1459.760  (m)         4789.23   (f) ADJUSTED    1 2
 OY1005
 OY1005.Superseded values are not recommended for survey control.
 OY1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1005.See file dsdata.txt to determine how the superseded data were derived.
 OY1005
 OY1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP537525(NAD 83)
 OY1005_MARKER: DB = BENCH MARK DISK
 OY1005_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OY1005_SP_SET: COPPER-CLAD STEEL ROD
 OY1005_STAMPING: 49 HLS 1967 4790
 OY1005_MARK LOGO: USGS  
 OY1005_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1005_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1005+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 OY1005
 OY1005  HISTORY     - Date     Condition        Report By
 OY1005  HISTORY     - 1967     MONUMENTED       USGS
 OY1005  HISTORY     - 19920331 GOOD             NGS
 OY1005  HISTORY     - 19990601 GOOD             IDTD
 OY1005
 OY1005                          STATION DESCRIPTION
 OY1005
 OY1005'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1005'FROM THE POST OFFICE IN HOWE, IDAHO PROCEED 8.5 MILES EAST ALONG
 OY1005'HIGHWAYS 22 AND 88, THENCE 0.9 MILES NORTHEAST ALONG POWER LINE
 OY1005'SERVICE ROAD TO A JUNCTION WITH A FAINT CROSSROAD, 325 FEET NORTHEAST
 OY1005'OF A POWER POLE WITH MARK -36- ON CROSSBAR, 86 FEET SOUTHEAST OF THE
 OY1005'SERVICE ROAD, 67 FEET EAST OF THE CROSSROAD, 47 FEET EAST OF A POWER
 OY1005'POLE, 1 FOOT NORTHEAST OF A WITNESS POST, SET ON A COPPER-COATED ROD
 OY1005'(ROD DRIVEN TO REFUSAL), SET FLUSH WITH THE GROUND.
 OY1005
 OY1005                          STATION RECOVERY (1992)
 OY1005
 OY1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1005'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1005'OFFICE IN HOWE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY
 OY1005'22, THENCE 1.4 KM (0.85 MI) NORTHEASTERLY ALONG A DIRT ROAD, 26.6 M
 OY1005'(87.3 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTER, 21.1 M (69.2
 OY1005'FT) EAST OF THE CENTER OF A TRACK ROAD, AND 0.5 M (1.6 FT) NORTHWEST
 OY1005'OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PIPE AND IS
 OY1005'FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 OY1005
 OY1005                          STATION RECOVERY (1999)
 OY1005
 OY1005'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OY1005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0576 ***********************************************************************
 NW0576  DESIGNATION -  49 MDC
 NW0576  PID         -  NW0576
 NW0576  STATE/COUNTY-  ID/OWYHEE
 NW0576  USGS QUAD   -  CLOVER MTN (1972)
 NW0576
 NW0576                         *CURRENT SURVEY CONTROL
 NW0576  ___________________________________________________________________
 NW0576* NAD 83(1986)-  42 38 30.     (N)    116 27 57.     (W)     SCALED    
 NW0576* NAVD 88     -      1870.723  (meters)    6137.53   (feet)  POSTED    
 NW0576  ___________________________________________________________________
 NW0576  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 NW0576  DYNAMIC HT  -        1869.470 (meters)    6133.42  (feet)  COMP
 NW0576  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 NW0576
 NW0576  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0576
 NW0576.The horizontal coordinates were scaled from a topographic map and have
 NW0576.an estimated accuracy of +/- 6 seconds.
 NW0576
 NW0576.The orthometric height was determined by differential leveling
 NW0576.and adjusted by the National Geodetic Survey in 1992..
 NW0576.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0576.rate of 0.0 thru 1.0 mm/km.
 NW0576
 NW0576.The geoid height was determined by GEOID03.
 NW0576
 NW0576.The dynamic height is computed by dividing the NAVD 88
 NW0576.geopotential number by the normal gravity value computed on the
 NW0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0576.degrees latitude (g = 980.6199 gals.).
 NW0576
 NW0576.The modeled gravity was interpolated from observed gravity values.
 NW0576
 NW0576;                    North         East    Units  Estimated Accuracy
 NW0576;SPC ID W     -   108,540.      741,300.      MT  (+/- 180 meters Scaled)
 NW0576
 NW0576                          SUPERSEDED SURVEY CONTROL
 NW0576
 NW0576.No superseded survey control is available for this station.
 NW0576
 NW0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH437211(NAD 83)
 NW0576_MARKER: DD = SURVEY DISK
 NW0576_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0576_SP_SET: COPPER-CLAD STEEL ROD
 NW0576_STAMPING: 49 MDC 1973 6133
 NW0576_MARK LOGO: USGS  
 NW0576_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0576+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0576
 NW0576  HISTORY     - Date     Condition        Report By
 NW0576  HISTORY     - 1972     MONUMENTED       USGS
 NW0576
 NW0576                          STATION DESCRIPTION
 NW0576
 NW0576'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0576'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0576'ROAD, THENCE 15.8 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, THENCE
 NW0576'0.7 MILES NORTH ALONG MUD FLAT ROAD, 5.8 MILES EAST OF MUD FLAT
 NW0576'RESOURCE AREA FIELD STATION, AT THE TOP OF A HILL AND A GROVE OF
 NW0576'TREES, 31 FEET WEST OF THE CENTERLINE OF THE ROAD, 5 FEET NORTHWEST OF
 NW0576'A GREEN STEEL POST, SET ON A 5/8-INCH COPPER-COATED ROD ENCASED IN A
 NW0576'6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0226 ***********************************************************************
 PZ0226  DESIGNATION -  4900.6
 PZ0226  PID         -  PZ0226
 PZ0226  STATE/COUNTY-  ID/CLARK
 PZ0226  USGS QUAD   -  LIDY HOT SPRINGS (1969)
 PZ0226
 PZ0226                         *CURRENT SURVEY CONTROL
 PZ0226  ___________________________________________________________________
 PZ0226* NAD 83(1986)-  44 07 46.     (N)    112 32 04.     (W)     SCALED    
 PZ0226* NAVD 88     -      1499.901  (meters)    4920.93   (feet)  ADJUSTED  
 PZ0226  ___________________________________________________________________
 PZ0226  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 PZ0226  DYNAMIC HT  -        1499.165 (meters)    4918.51  (feet)  COMP
 PZ0226  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 PZ0226
 PZ0226  VERT ORDER  -  SECOND    CLASS 0
 PZ0226
 PZ0226.The horizontal coordinates were scaled from a topographic map and have
 PZ0226.an estimated accuracy of +/- 6 seconds.
 PZ0226
 PZ0226.The orthometric height was determined by differential leveling
 PZ0226.and adjusted by the National Geodetic Survey in June 1991..
 PZ0226
 PZ0226.The geoid height was determined by GEOID03.
 PZ0226
 PZ0226.The dynamic height is computed by dividing the NAVD 88
 PZ0226.geopotential number by the normal gravity value computed on the
 PZ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0226.degrees latitude (g = 980.6199 gals.).
 PZ0226
 PZ0226.The modeled gravity was interpolated from observed gravity values.
 PZ0226
 PZ0226;                    North         East    Units  Estimated Accuracy
 PZ0226;SPC ID E     -   273,640.      170,570.      MT  (+/- 180 meters Scaled)
 PZ0226
 PZ0226                          SUPERSEDED SURVEY CONTROL
 PZ0226
 PZ0226  NGVD 29 (??/??/92) 1498.786  (m)         4917.27   (f) ADJ UNCH    2 0
 PZ0226
 PZ0226.Superseded values are not recommended for survey control.
 PZ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0226.See file dsdata.txt to determine how the superseded data were derived.
 PZ0226
 PZ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP772873(NAD 83)
 PZ0226_MARKER: Z = SEE DESCRIPTION
 PZ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0226_STAMPING: 4900.6
 PZ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0226+STABILITY: SURFACE MOTION
 PZ0226
 PZ0226  HISTORY     - Date     Condition        Report By
 PZ0226  HISTORY     - UNK      MONUMENTED       USGS
 PZ0226  HISTORY     - 1929     GOOD             USGS
 PZ0226  HISTORY     - 20000601 MARK NOT FOUND   IDTD
 PZ0226
 PZ0226                          STATION DESCRIPTION
 PZ0226
 PZ0226'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0226'18.8 MI SW FROM DUBOIS.
 PZ0226'18.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0226'DUBOIS, CLARK COUNTY, 1.2 MILES WEST OF THE POST OFFICE AT WINSPER,
 PZ0226'300 FEET SOUTHEAST OF A SHARP BEND TO THE LEFT, 20 FEET SOUTHEAST OF A
 PZ0226'CULVERT, AND 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 PZ0226'1/4-INCH BRASS ROD, STAMPED 4900.6 AND SET IN THE TOP OF A CONCRETE
 PZ0226'POST.
 PZ0226
 PZ0226                          STATION RECOVERY (2000)
 PZ0226
 PZ0226'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 PZ0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0235 ***********************************************************************
 PZ0235  DESIGNATION -  4903
 PZ0235  PID         -  PZ0235
 PZ0235  STATE/COUNTY-  ID/CLARK
 PZ0235  USGS QUAD   -  SNAKY CANYON (1969)
 PZ0235
 PZ0235                         *CURRENT SURVEY CONTROL
 PZ0235  ___________________________________________________________________
 PZ0235* NAD 83(1986)-  44 03 27.     (N)    112 39 12.     (W)     SCALED    
 PZ0235* NAVD 88     -      1499.006  (meters)    4917.99   (feet)  ADJUSTED  
 PZ0235  ___________________________________________________________________
 PZ0235  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 PZ0235  DYNAMIC HT  -        1498.262 (meters)    4915.55  (feet)  COMP
 PZ0235  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 PZ0235
 PZ0235  VERT ORDER  -  SECOND    CLASS 0
 PZ0235
 PZ0235.The horizontal coordinates were scaled from a topographic map and have
 PZ0235.an estimated accuracy of +/- 6 seconds.
 PZ0235
 PZ0235.The orthometric height was determined by differential leveling
 PZ0235.and adjusted by the National Geodetic Survey in June 1991..
 PZ0235
 PZ0235.The geoid height was determined by GEOID03.
 PZ0235
 PZ0235.The dynamic height is computed by dividing the NAVD 88
 PZ0235.geopotential number by the normal gravity value computed on the
 PZ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0235.degrees latitude (g = 980.6199 gals.).
 PZ0235
 PZ0235.The modeled gravity was interpolated from observed gravity values.
 PZ0235
 PZ0235;                    North         East    Units  Estimated Accuracy
 PZ0235;SPC ID E     -   265,700.      161,010.      MT  (+/- 180 meters Scaled)
 PZ0235
 PZ0235                          SUPERSEDED SURVEY CONTROL
 PZ0235
 PZ0235  NGVD 29 (??/??/92) 1497.897  (m)         4914.35   (f) ADJ UNCH    2 0
 PZ0235
 PZ0235.Superseded values are not recommended for survey control.
 PZ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0235.See file dsdata.txt to determine how the superseded data were derived.
 PZ0235
 PZ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP675795(NAD 83)
 PZ0235_MARKER: Z = SEE DESCRIPTION
 PZ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0235_STAMPING: 4903
 PZ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0235+STABILITY: SURFACE MOTION
 PZ0235
 PZ0235  HISTORY     - Date     Condition        Report By
 PZ0235  HISTORY     - UNK      MONUMENTED       USGS
 PZ0235  HISTORY     - 1929     GOOD             USGS
 PZ0235  HISTORY     - 19990601 MARK NOT FOUND   IDTD
 PZ0235
 PZ0235                          STATION DESCRIPTION
 PZ0235
 PZ0235'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0235'26.8 MI SW FROM DUBOIS.
 PZ0235'26.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0235'DUBOIS, CLARK COUNTY, 1.4 MILES SOUTHWEST OF THE GALLAGHER CANYON ROAD
 PZ0235'CROSSING, 0.5 MILE NORTH OF A FARMHOUSE, 210 FEET NORTH OF THE
 PZ0235'CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF A 2-FOOT ROCK PILE 2
 PZ0235'FEET HIGH AND PAINTED U.S.B.M.  A 1/4-INCH BRASS ROD, STAMPED 4903 AND
 PZ0235'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 PZ0235'GROUND.
 PZ0235
 PZ0235                          STATION RECOVERY (1999)
 PZ0235
 PZ0235'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0703 ***********************************************************************
 OY0703  DESIGNATION -  4909.6
 OY0703  PID         -  OY0703
 OY0703  STATE/COUNTY-  ID/BLAINE
 OY0703  USGS QUAD   -  PADDELFORD FLAT (1979)
 OY0703
 OY0703                         *CURRENT SURVEY CONTROL
 OY0703  ___________________________________________________________________
 OY0703* NAD 83(1986)-  43 21 38.     (N)    113 50 13.     (W)     SCALED    
 OY0703* NAVD 88     -      1497.039  (meters)    4911.54   (feet)  ADJUSTED  
 OY0703  ___________________________________________________________________
 OY0703  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 OY0703  DYNAMIC HT  -        1496.201 (meters)    4908.79  (feet)  COMP
 OY0703  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 OY0703
 OY0703  VERT ORDER  -  SECOND    CLASS 0
 OY0703
 OY0703.The horizontal coordinates were scaled from a topographic map and have
 OY0703.an estimated accuracy of +/- 6 seconds.
 OY0703
 OY0703.The orthometric height was determined by differential leveling
 OY0703.and adjusted by the National Geodetic Survey in June 1991..
 OY0703
 OY0703.The geoid height was determined by GEOID03.
 OY0703
 OY0703.The dynamic height is computed by dividing the NAVD 88
 OY0703.geopotential number by the normal gravity value computed on the
 OY0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0703.degrees latitude (g = 980.6199 gals.).
 OY0703
 OY0703.The modeled gravity was interpolated from observed gravity values.
 OY0703
 OY0703;                    North         East    Units  Estimated Accuracy
 OY0703;SPC ID C     -   188,170.      513,220.      MT  (+/- 180 meters Scaled)
 OY0703
 OY0703                          SUPERSEDED SURVEY CONTROL
 OY0703
 OY0703  NGVD 29 (??/??/92) 1495.98   (m)         4908.1    (f) COMPUTED    2 0
 OY0703
 OY0703.Superseded values are not recommended for survey control.
 OY0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0703.See file dsdata.txt to determine how the superseded data were derived.
 OY0703
 OY0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP701047(NAD 83)
 OY0703_MARKER: N = NAIL
 OY0703_SETTING: 80 = SET IN A BOULDER
 OY0703_SP_SET: BOULDER
 OY0703_STAMPING: 4909.5
 OY0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0703+STABILITY: SURFACE MOTION
 OY0703
 OY0703  HISTORY     - Date     Condition        Report By
 OY0703  HISTORY     - UNK      MONUMENTED       USGS
 OY0703  HISTORY     - 1958     GOOD             NGS
 OY0703
 OY0703                          STATION DESCRIPTION
 OY0703
 OY0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0703'8.2 MI NE FROM CAREY.
 OY0703'8.2 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE HIGH SCHOOL AT
 OY0703'CAREY, BLAINE COUNTY, 400 FEET NORTH OF A LOG HOUSE, AT THE BREAK OF A
 OY0703'HILL FALLING SOUTH, AT THE INTERSECTION OF A ROAD LEADING WEST, 50
 OY0703'FEET SOUTH OF A POLE BRACE, AND IN THE TOP OF AN EMBEDDED LAVA BOULDER
 OY0703'PAINTED USBM 4909.6.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 OY0703'COPPER NAIL AND WASHER, STAMPED 4909.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0149 ***********************************************************************
 OZ0149  DESIGNATION -  4910.30
 OZ0149  PID         -  OZ0149
 OZ0149  STATE/COUNTY-  ID/GOODING
 OZ0149  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0149
 OZ0149                         *CURRENT SURVEY CONTROL
 OZ0149  ___________________________________________________________________
 OZ0149* NAD 83(1986)-  43 08 09.     (N)    114 39 35.     (W)     SCALED    
 OZ0149* NAVD 88     -      1496.318  (meters)    4909.17   (feet)  ADJUSTED  
 OZ0149  ___________________________________________________________________
 OZ0149  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 OZ0149  DYNAMIC HT  -        1495.474 (meters)    4906.40  (feet)  COMP
 OZ0149  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 OZ0149
 OZ0149  VERT ORDER  -  SECOND    CLASS 0
 OZ0149
 OZ0149.The horizontal coordinates were scaled from a topographic map and have
 OZ0149.an estimated accuracy of +/- 6 seconds.
 OZ0149
 OZ0149.The orthometric height was determined by differential leveling
 OZ0149.and adjusted by the National Geodetic Survey in June 1991..
 OZ0149
 OZ0149.The geoid height was determined by GEOID03.
 OZ0149
 OZ0149.The dynamic height is computed by dividing the NAVD 88
 OZ0149.geopotential number by the normal gravity value computed on the
 OZ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0149.degrees latitude (g = 980.6199 gals.).
 OZ0149
 OZ0149.The modeled gravity was interpolated from observed gravity values.
 OZ0149
 OZ0149;                    North         East    Units  Estimated Accuracy
 OZ0149;SPC ID C     -   163,400.      446,330.      MT  (+/- 180 meters Scaled)
 OZ0149
 OZ0149                          SUPERSEDED SURVEY CONTROL
 OZ0149
 OZ0149  NGVD 29 (??/??/92) 1495.324  (m)         4905.91   (f) ADJ UNCH    2 0
 OZ0149
 OZ0149.Superseded values are not recommended for survey control.
 OZ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0149.See file dsdata.txt to determine how the superseded data were derived.
 OZ0149
 OZ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH903785(NAD 83)
 OZ0149_MARKER: DD = SURVEY DISK
 OZ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0149_STAMPING: 4910.30 775+26.0
 OZ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0149+STABILITY: SURFACE MOTION
 OZ0149
 OZ0149  HISTORY     - Date     Condition        Report By
 OZ0149  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0149  HISTORY     - 1950     GOOD             NGS
 OZ0149  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0149  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0149
 OZ0149                          STATION DESCRIPTION
 OZ0149
 OZ0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0149'14.8 MI N FROM GOODING.
 OZ0149'14.8 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0149'GOODING, 0.5 MILE NORTH OF THE JUNCTION OF A DIRT ROAD LEADING
 OZ0149'NORTHEAST, AT THE TOP OF A SMALL HILL, 50 FEET EAST OF THE CENTER LINE
 OZ0149'OF THE HIGHWAY, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE
 OZ0149'TOP OF A CONCRETE POST PROJECTING 2 1/2 FEET ABOVE THE GROUND.
 OZ0149
 OZ0149                          STATION RECOVERY (1957)
 OZ0149
 OZ0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0149'MARK NOT FOUND.
 OZ0149
 OZ0149                          STATION RECOVERY (1981)
 OZ0149
 OZ0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0148 ***********************************************************************
 OZ0148  DESIGNATION -  4910.30 RM
 OZ0148  PID         -  OZ0148
 OZ0148  STATE/COUNTY-  ID/GOODING
 OZ0148  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0148
 OZ0148                         *CURRENT SURVEY CONTROL
 OZ0148  ___________________________________________________________________
 OZ0148* NAD 83(1986)-  43 08 09.     (N)    114 39 37.     (W)     SCALED    
 OZ0148* NAVD 88     -      1496.654  (meters)    4910.27   (feet)  ADJUSTED  
 OZ0148  ___________________________________________________________________
 OZ0148  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 OZ0148  DYNAMIC HT  -        1495.810 (meters)    4907.50  (feet)  COMP
 OZ0148  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 OZ0148
 OZ0148  VERT ORDER  -  SECOND    CLASS 0
 OZ0148
 OZ0148.The horizontal coordinates were scaled from a topographic map and have
 OZ0148.an estimated accuracy of +/- 6 seconds.
 OZ0148
 OZ0148.The orthometric height was determined by differential leveling
 OZ0148.and adjusted by the National Geodetic Survey in June 1991..
 OZ0148
 OZ0148.The geoid height was determined by GEOID03.
 OZ0148
 OZ0148.The dynamic height is computed by dividing the NAVD 88
 OZ0148.geopotential number by the normal gravity value computed on the
 OZ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0148.degrees latitude (g = 980.6199 gals.).
 OZ0148
 OZ0148.The modeled gravity was interpolated from observed gravity values.
 OZ0148
 OZ0148;                    North         East    Units  Estimated Accuracy
 OZ0148;SPC ID C     -   163,400.      446,280.      MT  (+/- 180 meters Scaled)
 OZ0148
 OZ0148                          SUPERSEDED SURVEY CONTROL
 OZ0148
 OZ0148  NGVD 29 (??/??/92) 1495.660  (m)         4907.01   (f) ADJ UNCH    2 0
 OZ0148
 OZ0148.Superseded values are not recommended for survey control.
 OZ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0148.See file dsdata.txt to determine how the superseded data were derived.
 OZ0148
 OZ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH902785(NAD 83)
 OZ0148_MARKER: DD = SURVEY DISK
 OZ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0148+STABILITY: SURFACE MOTION
 OZ0148
 OZ0148  HISTORY     - Date     Condition        Report By
 OZ0148  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0148  HISTORY     - 1950     GOOD             NGS
 OZ0148  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0148  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0148
 OZ0148                          STATION DESCRIPTION
 OZ0148
 OZ0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0148'14.8 MI N FROM GOODING.
 OZ0148'14.8 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0148'GOODING, 0.5 MILE NORTH OF THE Y JUNCTION OF A DIRT ROAD LEADING
 OZ0148'NORTHEAST, AT THE TOP OF A SMALL HILL, 50 FEET WEST OF THE CENTER LINE
 OZ0148'OF THE HIGHWAY, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE
 OZ0148'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 OZ0148
 OZ0148                          STATION RECOVERY (1957)
 OZ0148
 OZ0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0148'MARK NOT FOUND.
 OZ0148
 OZ0148                          STATION RECOVERY (1981)
 OZ0148
 OZ0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0380 ***********************************************************************
 OY0380  DESIGNATION -  4929
 OY0380  PID         -  OY0380
 OY0380  STATE/COUNTY-  ID/BINGHAM
 OY0380  USGS QUAD   -  ATOMIC CITY (1973)
 OY0380
 OY0380                         *CURRENT SURVEY CONTROL
 OY0380  ___________________________________________________________________
 OY0380* NAD 83(1986)-  43 22 35.     (N)    112 46 32.     (W)     SCALED    
 OY0380* NAVD 88     -      1503.481  (meters)    4932.67   (feet)  ADJUSTED  
 OY0380  ___________________________________________________________________
 OY0380  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 OY0380  DYNAMIC HT  -        1502.684 (meters)    4930.06  (feet)  COMP
 OY0380  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 OY0380
 OY0380  VERT ORDER  -  FIRST     CLASS II
 OY0380
 OY0380.The horizontal coordinates were scaled from a topographic map and have
 OY0380.an estimated accuracy of +/- 6 seconds.
 OY0380
 OY0380.The orthometric height was determined by differential leveling
 OY0380.and adjusted by the National Geodetic Survey in December 1992..
 OY0380
 OY0380.The geoid height was determined by GEOID03.
 OY0380
 OY0380.The dynamic height is computed by dividing the NAVD 88
 OY0380.geopotential number by the normal gravity value computed on the
 OY0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0380.degrees latitude (g = 980.6199 gals.).
 OY0380
 OY0380.The modeled gravity was interpolated from observed gravity values.
 OY0380
 OY0380;                    North         East    Units  Estimated Accuracy
 OY0380;SPC ID E     -   190,090.      150,660.      MT  (+/- 180 meters Scaled)
 OY0380
 OY0380                          SUPERSEDED SURVEY CONTROL
 OY0380
 OY0380  NAVD 88 (06/15/91) 1503.485  (m)         4932.68   (f) UNKNOWN     1 2
 OY0380  NGVD 29 (08/20/92) 1502.447  (m)         4929.28   (f) ADJUSTED    1 2
 OY0380
 OY0380.Superseded values are not recommended for survey control.
 OY0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0380.See file dsdata.txt to determine how the superseded data were derived.
 OY0380
 OY0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP561041(NAD 83)
 OY0380_MARKER: DD = SURVEY DISK
 OY0380_SETTING: 66 = SET IN ROCK OUTCROP
 OY0380_SP_SET: BEDROCK
 OY0380_STAMPING: 4929 1912 10
 OY0380_MARK LOGO: USGS  
 OY0380_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0380+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0380
 OY0380  HISTORY     - Date     Condition        Report By
 OY0380  HISTORY     - 1912     MONUMENTED       USGS
 OY0380  HISTORY     - 1948     GOOD             NGS
 OY0380  HISTORY     - 19920619 GOOD             NGS
 OY0380
 OY0380                          STATION DESCRIPTION
 OY0380
 OY0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0380'26.1 MI NW FROM BLACKFOOT.
 OY0380'26.1 MILES NORTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0380'STATION AT BLACKFOOT, BINGHAM COUNTY, 600 FEET WEST OF MILEPOST 26,
 OY0380'290 FEET EAST OF CULVERT 26.15 UNDER THE TRACK, IN A CUT THROUGH LAVA
 OY0380'ROCK, 150 FEET EAST OF THE WEST END, 10 FEET SOUTH OF THE CENTERLINE
 OY0380'OF THE TRACK, AND IN THE TOP OF LAVA ROCK.  A UNITED STATES GEOLOGICAL
 OY0380'SURVEY STANDARD DISK, STAMPED 4929 1912 10.
 OY0380
 OY0380                          STATION RECOVERY (1992)
 OY0380
 OY0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0380'40.1 KM (24.90 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY0380'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, NEAR THE
 OY0380'CENTER OF A 2 BY 7-FOOT AREA OF EXPOSED BEDROCK NEAR THE CENTER OF A
 OY0380'RAILROAD CUT, 190.0 M (623.4 FT) NORTHWEST OF MILEPOST 26, AND 2.7 M
 OY0380'(8.9 FT) SOUTHWEST OF AND LEVEL WITH THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1203 ***********************************************************************
 OY1203  DESIGNATION -  4936
 OY1203  PID         -  OY1203
 OY1203  STATE/COUNTY-  ID/BUTTE
 OY1203  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1203
 OY1203                         *CURRENT SURVEY CONTROL
 OY1203  ___________________________________________________________________
 OY1203* NAD 83(1986)-  43 30 24.     (N)    112 53 22.     (W)     SCALED    
 OY1203* NAVD 88     -      1505.550  (meters)    4939.46   (feet)  ADJUSTED  
 OY1203  ___________________________________________________________________
 OY1203  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 OY1203  DYNAMIC HT  -        1504.758 (meters)    4936.86  (feet)  COMP
 OY1203  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 OY1203
 OY1203  VERT ORDER  -  FIRST     CLASS II
 OY1203
 OY1203.The horizontal coordinates were scaled from a topographic map and have
 OY1203.an estimated accuracy of +/- 6 seconds.
 OY1203
 OY1203.The orthometric height was determined by differential leveling
 OY1203.and adjusted by the National Geodetic Survey in December 1992..
 OY1203
 OY1203.The geoid height was determined by GEOID03.
 OY1203
 OY1203.The dynamic height is computed by dividing the NAVD 88
 OY1203.geopotential number by the normal gravity value computed on the
 OY1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1203.degrees latitude (g = 980.6199 gals.).
 OY1203
 OY1203.The modeled gravity was interpolated from observed gravity values.
 OY1203
 OY1203;                    North         East    Units  Estimated Accuracy
 OY1203;SPC ID C     -   204,980.      589,800.      MT  (+/- 180 meters Scaled)
 OY1203
 OY1203                          SUPERSEDED SURVEY CONTROL
 OY1203
 OY1203  NGVD 29 (08/20/92) 1504.500  (m)         4936.01   (f) ADJUSTED    1 2
 OY1203
 OY1203.Superseded values are not recommended for survey control.
 OY1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1203.See file dsdata.txt to determine how the superseded data were derived.
 OY1203
 OY1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP472188(NAD 83)
 OY1203_MARKER: DD = SURVEY DISK
 OY1203_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY1203_SP_SET: PREFAB CONC. POST IN EARTH
 OY1203_STAMPING: 4936 1973
 OY1203_MARK LOGO: IDPWD 
 OY1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1203+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1203
 OY1203  HISTORY     - Date     Condition        Report By
 OY1203  HISTORY     - 1973     MONUMENTED       IDPWD
 OY1203  HISTORY     - 19920531 GOOD             NGS
 OY1203
 OY1203                          STATION DESCRIPTION
 OY1203
 OY1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1203'37.8 KM (23.50 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1203'OF U.S. HIGHWAY 93 IN ARCO, 30.0 M (98.4 FT) NORTH OF AND LEVEL WITH
 OY1203'THE HIGHWAY CENTERLINE, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 OY1203'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0005 ***********************************************************************
 QA0005  DESIGNATION -  4937
 QA0005  PID         -  QA0005
 QA0005  STATE/COUNTY-  ID/CUSTER
 QA0005  USGS QUAD   -  CHALLIS (1989)
 QA0005
 QA0005                         *CURRENT SURVEY CONTROL
 QA0005  ___________________________________________________________________
 QA0005* NAD 83(1986)-  44 31 51.     (N)    114 12 12.     (W)     SCALED    
 QA0005* NAVD 88     -      1505.97   (+/-2cm)    4940.8    (feet)  VERTCON   
 QA0005  ___________________________________________________________________
 QA0005  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 QA0005
 QA0005  VERT ORDER  -  ? (See Below)
 QA0005
 QA0005.The horizontal coordinates were scaled from a topographic map and have
 QA0005.an estimated accuracy of +/- 6 seconds.
 QA0005
 QA0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0005.The vertical order pertains to the NGVD 29 superseded value.
 QA0005
 QA0005.The geoid height was determined by GEOID03.
 QA0005
 QA0005;                    North         East    Units  Estimated Accuracy
 QA0005;SPC ID C     -   318,200.      483,840.      MT  (+/- 180 meters Scaled)
 QA0005
 QA0005                          SUPERSEDED SURVEY CONTROL
 QA0005
 QA0005  NGVD 29 (??/??/92) 1504.764  (m)         4936.88   (f) ADJ UNCH    ?  
 QA0005
 QA0005.Superseded values are not recommended for survey control.
 QA0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0005.See file dsdata.txt to determine how the superseded data were derived.
 QA0005
 QA0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK222346(NAD 83)
 QA0005_MARKER: P = PIPE CAP
 QA0005_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QA0005_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QA0005_STAMPING: 4937 1912 49
 QA0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0005
 QA0005  HISTORY     - Date     Condition        Report By
 QA0005  HISTORY     - 1912     MONUMENTED       USGS
 QA0005
 QA0005                          STATION DESCRIPTION
 QA0005
 QA0005'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 QA0005'2.6 MI NE FROM CHALLIS.
 QA0005'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM CHALLIS CUSTER COUNTY,
 QA0005'NEAR THE NORTHEAST END OF A TANGENT, AT THE INSIDE OF A CURVE, 100
 QA0005'FEET SOUTH OF THE SOUTHEAST CORNER OF A FENCE, AND 35 FEET SOUTHEAST
 QA0005'OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 QA0005'STANDARD CAP, STAMPED 4937 1912 49 AND RIVETED ON THE TOP OF A 3-1/2
 QA0005'INCH IRON PIPE PROJECTING 15 INCHES ABOVE GROUND.  NOTE-- IT WAS
 QA0005'REPORTED IN 1934 THAT THIS BENCH MARK WAS LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0476 ***********************************************************************
 NU0476  DESIGNATION -  4939 8
 NU0476  PID         -  NU0476
 NU0476  STATE/COUNTY-  ID/POWER
 NU0476  USGS QUAD   -  ROY NE (1973)
 NU0476
 NU0476                         *CURRENT SURVEY CONTROL
 NU0476  ___________________________________________________________________
 NU0476* NAD 83(1986)-  42 27 15.     (N)    112 49 32.     (W)     SCALED    
 NU0476* NAVD 88     -      1506.754  (meters)    4943.41   (feet)  ADJUSTED  
 NU0476  ___________________________________________________________________
 NU0476  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 NU0476  DYNAMIC HT  -        1505.756 (meters)    4940.13  (feet)  COMP
 NU0476  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 NU0476
 NU0476  VERT ORDER  -  SECOND    CLASS 0
 NU0476
 NU0476.The horizontal coordinates were scaled from a topographic map and have
 NU0476.an estimated accuracy of +/- 6 seconds.
 NU0476
 NU0476.The orthometric height was determined by differential leveling
 NU0476.and adjusted by the National Geodetic Survey in June 1991..
 NU0476
 NU0476.The geoid height was determined by GEOID03.
 NU0476
 NU0476.The dynamic height is computed by dividing the NAVD 88
 NU0476.geopotential number by the normal gravity value computed on the
 NU0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0476.degrees latitude (g = 980.6199 gals.).
 NU0476
 NU0476.The modeled gravity was interpolated from observed gravity values.
 NU0476
 NU0476;                    North         East    Units  Estimated Accuracy
 NU0476;SPC ID E     -    87,680.      145,800.      MT  (+/- 180 meters Scaled)
 NU0476
 NU0476                          SUPERSEDED SURVEY CONTROL
 NU0476
 NU0476  NGVD 29 (??/??/92) 1505.637  (m)         4939.74   (f) ADJ UNCH    2 0
 NU0476
 NU0476.Superseded values are not recommended for survey control.
 NU0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0476.See file dsdata.txt to determine how the superseded data were derived.
 NU0476
 NU0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN498018(NAD 83)
 NU0476_MARKER: R = RIVET
 NU0476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0476_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0476
 NU0476  HISTORY     - Date     Condition        Report By
 NU0476  HISTORY     - UNK      MONUMENTED       USGS
 NU0476  HISTORY     - 1938     GOOD             NGS
 NU0476  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0476
 NU0476                          STATION DESCRIPTION
 NU0476
 NU0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0476'6.3 MI N FROM ROY.
 NU0476'6.3 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE FRAME SCHOOLHOUSE AT
 NU0476'ROY, POWER COUNTY, 80 YARDS NORTH OF THE JUNCTION OF THE SUBLETT
 NU0476'CANYON ROAD LEADING WEST, 85 FEET SOUTHWEST OF A BRAND INSPECTION
 NU0476'SIGN, 35 FEET SOUTHWEST OF THE JUNCTION OF A ROAD LEADING EAST, 24
 NU0476'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF A POLE
 NU0476'PAINTED U.S.B.M., AND IN A FENCE LINE.  A 1/4-INCH ROUND-TOP RIVET AND
 NU0476'COPPER WASHER ON THE TOP OF A 4-INCH PROJECTING ABOUT 3 INCHES ABOVE
 NU0476'GROUND.
 NU0476
 NU0476                          STATION RECOVERY (1973)
 NU0476
 NU0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0633 ***********************************************************************
 NV0633  DESIGNATION -  4963
 NV0633  PID         -  NV0633
 NV0633  STATE/COUNTY-  ID/OWYHEE
 NV0633  USGS QUAD   -  BLACKSTONE RESERVOIR (1979)
 NV0633
 NV0633                         *CURRENT SURVEY CONTROL
 NV0633  ___________________________________________________________________
 NV0633* NAD 83(1986)-  42 24 22.     (N)    115 49 27.     (W)     SCALED    
 NV0633* NAVD 88     -      1513.341  (meters)    4965.02   (feet)  ADJUSTED  
 NV0633  ___________________________________________________________________
 NV0633  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 NV0633  DYNAMIC HT  -        1512.380 (meters)    4961.87  (feet)  COMP
 NV0633  MODELED GRAV-     979,933.4   (mgal)                       NAVD 88
 NV0633
 NV0633  VERT ORDER  -  FIRST     CLASS II
 NV0633
 NV0633.The horizontal coordinates were scaled from a topographic map and have
 NV0633.an estimated accuracy of +/- 6 seconds.
 NV0633
 NV0633.The orthometric height was determined by differential leveling
 NV0633.and adjusted by the National Geodetic Survey in June 1991..
 NV0633
 NV0633.The geoid height was determined by GEOID03.
 NV0633
 NV0633.The dynamic height is computed by dividing the NAVD 88
 NV0633.geopotential number by the normal gravity value computed on the
 NV0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0633.degrees latitude (g = 980.6199 gals.).
 NV0633
 NV0633.The modeled gravity was interpolated from observed gravity values.
 NV0633
 NV0633;                    North         East    Units  Estimated Accuracy
 NV0633;SPC ID W     -    82,130.      793,900.      MT  (+/- 180 meters Scaled)
 NV0633
 NV0633                          SUPERSEDED SURVEY CONTROL
 NV0633
 NV0633  NGVD 29 (??/??/92) 1512.266  (m)         4961.49   (f) ADJ UNCH    1 2
 NV0633
 NV0633.Superseded values are not recommended for survey control.
 NV0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0633.See file dsdata.txt to determine how the superseded data were derived.
 NV0633
 NV0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG967955(NAD 83)
 NV0633_MARKER: P = PIPE CAP
 NV0633_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0633_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0633_STAMPING: 4963
 NV0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0633
 NV0633  HISTORY     - Date     Condition        Report By
 NV0633  HISTORY     - UNK      MONUMENTED       USGLO
 NV0633  HISTORY     - 1934     GOOD             NGS
 NV0633  HISTORY     - 1974     GOOD             USGS
 NV0633
 NV0633                          STATION DESCRIPTION
 NV0633
 NV0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0633'4.1 MI N FROM GRASMERE.
 NV0633'4.1 MILES NORTH ALONG THE ROAD TO HOT SPRING FROM GRASMERE, OWYHEE
 NV0633'COUNTY, ABOUT 3 MILES SOUTHWEST OF THE BLACKSTONE RANCH, ON THE CREST
 NV0633'OF A ROCK HOGBACK, AND 10 FEET SOUTH OF THE ROAD.  A UNITED STATES
 NV0633'GENERAL LAND OFFICE STANDARD CAP, STAMPED 4963 AND RIVETED ON THE TOP
 NV0633'OF AN IRON PIPE.
 NV0633
 NV0633                          STATION RECOVERY (1974)
 NV0633
 NV0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0633'GRASMERE, 0.4 MI. SOUTH ALONG STATE HIGHWAY 51 TO ROAD FORK AT WEST
 NV0633'END OF RUNWAY, THENCE LEFT (NE) ALONG ROAD ON NORTH SIDE OF FENCE
 NV0633'(AND SOUTH SIDE OF RUNWAY) FOR 1.1 MI. TO CROSSROAD AT GATE ON RIGHT,
 NV0633'THENCE LEFT (NE) ALONG OLD ROAD TO HOT SPRING FOR 3.1 MI., ABOUT 3
 NV0633'MI. SOUTHWEST OF THE OLD BLACKSTONE RANCH, ON THE CREST OF A ROCK
 NV0633'HOGBACK, 10 FT. SE OF CENTER OF ROAD. A UNITED STATES GENERAL LAND
 NV0633'OFFICE STANDARD CAP STAMPED 4963 RIVETED ON THE TOP OF AN IRON PIPE
 NV0633'PROJECTING 1.25 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0233 ***********************************************************************
 PZ0233  DESIGNATION -  4974
 PZ0233  PID         -  PZ0233
 PZ0233  STATE/COUNTY-  ID/CLARK
 PZ0233  USGS QUAD   -  LIDY HOT SPRINGS SE (1969)
 PZ0233
 PZ0233                         *CURRENT SURVEY CONTROL
 PZ0233  ___________________________________________________________________
 PZ0233* NAD 83(1986)-  44 04 39.     (N)    112 37 30.     (W)     SCALED    
 PZ0233* NAVD 88     -      1520.570  (meters)    4988.74   (feet)  ADJUSTED  
 PZ0233  ___________________________________________________________________
 PZ0233  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 PZ0233  DYNAMIC HT  -        1519.809 (meters)    4986.24  (feet)  COMP
 PZ0233  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 PZ0233
 PZ0233  VERT ORDER  -  SECOND    CLASS 0
 PZ0233
 PZ0233.The horizontal coordinates were scaled from a topographic map and have
 PZ0233.an estimated accuracy of +/- 6 seconds.
 PZ0233
 PZ0233.The orthometric height was determined by differential leveling
 PZ0233.and adjusted by the National Geodetic Survey in June 1991..
 PZ0233
 PZ0233.The geoid height was determined by GEOID03.
 PZ0233
 PZ0233.The dynamic height is computed by dividing the NAVD 88
 PZ0233.geopotential number by the normal gravity value computed on the
 PZ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0233.degrees latitude (g = 980.6199 gals.).
 PZ0233
 PZ0233.The modeled gravity was interpolated from observed gravity values.
 PZ0233
 PZ0233;                    North         East    Units  Estimated Accuracy
 PZ0233;SPC ID E     -   267,910.      163,290.      MT  (+/- 180 meters Scaled)
 PZ0233
 PZ0233                          SUPERSEDED SURVEY CONTROL
 PZ0233
 PZ0233  NGVD 29 (??/??/92) 1519.452  (m)         4985.07   (f) ADJ UNCH    2 0
 PZ0233
 PZ0233.Superseded values are not recommended for survey control.
 PZ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0233.See file dsdata.txt to determine how the superseded data were derived.
 PZ0233
 PZ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP698817(NAD 83)
 PZ0233_MARKER: Z = SEE DESCRIPTION
 PZ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0233+STABILITY: SURFACE MOTION
 PZ0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0233+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 PZ0233
 PZ0233  HISTORY     - Date     Condition        Report By
 PZ0233  HISTORY     - UNK      MONUMENTED       USGS
 PZ0233  HISTORY     - 1929     GOOD             USGS
 PZ0233  HISTORY     - 19990601 GOOD             IDTD
 PZ0233
 PZ0233                          STATION DESCRIPTION
 PZ0233
 PZ0233'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0233'24.8 MI SW FROM DUBOIS.
 PZ0233'24.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0233'DUBOIS, CLARK COUNTY, 5.9 MILES NORTHEAST OF RENO RANCH, 4,400 FEET
 PZ0233'EAST OF THE GALLAGHER CANYON ROAD CROSSING, 35 FEET SOUTH OF THE
 PZ0233'HIGHWAY, AND 2 FEET NORTH OF A MOUND OF STONE.  A 1/4-INCH BRASS ROD,
 PZ0233'SET IN THE TOP OF A CONCRETE POST.
 PZ0233
 PZ0233                          STATION RECOVERY (1999)
 PZ0233
 PZ0233'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0233'MARK IS 79 METERS LEFT (NORTH) OF CENTERLINE OF SH-22 AT MILEPOST
 PZ0233'47.276 AND 1 METER SOUTH OF WP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0697 ***********************************************************************
 OY0697  DESIGNATION -  4977.3
 OY0697  PID         -  OY0697
 OY0697  STATE/COUNTY-  ID/BLAINE
 OY0697  USGS QUAD   -  PADDELFORD FLAT (1979)
 OY0697
 OY0697                         *CURRENT SURVEY CONTROL
 OY0697  ___________________________________________________________________
 OY0697* NAD 83(1986)-  43 22 04.     (N)    113 48 06.     (W)     SCALED    
 OY0697* NAVD 88     -      1517.651  (meters)    4979.16   (feet)  ADJUSTED  
 OY0697  ___________________________________________________________________
 OY0697  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 OY0697  DYNAMIC HT  -        1516.805 (meters)    4976.38  (feet)  COMP
 OY0697  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 OY0697
 OY0697  VERT ORDER  -  SECOND    CLASS 0
 OY0697
 OY0697.The horizontal coordinates were scaled from a topographic map and have
 OY0697.an estimated accuracy of +/- 6 seconds.
 OY0697
 OY0697.The orthometric height was determined by differential leveling
 OY0697.and adjusted by the National Geodetic Survey in June 1991..
 OY0697
 OY0697.The geoid height was determined by GEOID03.
 OY0697
 OY0697.The dynamic height is computed by dividing the NAVD 88
 OY0697.geopotential number by the normal gravity value computed on the
 OY0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0697.degrees latitude (g = 980.6199 gals.).
 OY0697
 OY0697.The modeled gravity was interpolated from observed gravity values.
 OY0697
 OY0697;                    North         East    Units  Estimated Accuracy
 OY0697;SPC ID C     -   188,970.      516,080.      MT  (+/- 180 meters Scaled)
 OY0697
 OY0697                          SUPERSEDED SURVEY CONTROL
 OY0697
 OY0697  NGVD 29 (??/??/92) 1516.59   (m)         4975.7    (f) COMPUTED    2 0
 OY0697
 OY0697.Superseded values are not recommended for survey control.
 OY0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0697.See file dsdata.txt to determine how the superseded data were derived.
 OY0697
 OY0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP730054(NAD 83)
 OY0697_MARKER: N = NAIL
 OY0697_SETTING: 80 = SET IN A BOULDER
 OY0697_SP_SET: BOULDER
 OY0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0697+STABILITY: SURFACE MOTION
 OY0697
 OY0697  HISTORY     - Date     Condition        Report By
 OY0697  HISTORY     - UNK      MONUMENTED       USGS
 OY0697  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0697
 OY0697                          STATION DESCRIPTION
 OY0697
 OY0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0697'10.3 MI NE FROM CAREY.
 OY0697'10.3 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE HIGH SCHOOL AT
 OY0697'CAREY, BLAINE COUNTY, 300 FEET SOUTHWEST OF A SHACK, 125 FEET
 OY0697'SOUTHWEST OF A SMALL EAST DAM, AT THE POINT OF A CURVE TO THE SOUTH,
 OY0697'38 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF
 OY0697'A LARGE EMBEDDED BOULDER PAINTED USBM 4977.3.  A UNITED STATES
 OY0697'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0370 ***********************************************************************
 OY0370  DESIGNATION -  4979
 OY0370  PID         -  OY0370
 OY0370  STATE/COUNTY-  ID/BINGHAM
 OY0370  USGS QUAD   -  SCOVILLE (1973)
 OY0370
 OY0370                         *CURRENT SURVEY CONTROL
 OY0370  ___________________________________________________________________
 OY0370* NAD 83(1986)-  43 26 11.     (N)    112 55 32.     (W)     SCALED    
 OY0370* NAVD 88     -      1518.712  (meters)    4982.64   (feet)  ADJUSTED  
 OY0370  ___________________________________________________________________
 OY0370  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 OY0370  DYNAMIC HT  -        1517.911 (meters)    4980.01  (feet)  COMP
 OY0370  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 OY0370
 OY0370  VERT ORDER  -  FIRST     CLASS II
 OY0370
 OY0370.The horizontal coordinates were scaled from a topographic map and have
 OY0370.an estimated accuracy of +/- 6 seconds.
 OY0370
 OY0370.The orthometric height was determined by differential leveling
 OY0370.and adjusted by the National Geodetic Survey in June 1991..
 OY0370
 OY0370.The geoid height was determined by GEOID03.
 OY0370
 OY0370.The dynamic height is computed by dividing the NAVD 88
 OY0370.geopotential number by the normal gravity value computed on the
 OY0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0370.degrees latitude (g = 980.6199 gals.).
 OY0370
 OY0370.The modeled gravity was interpolated from observed gravity values.
 OY0370
 OY0370;                    North         East    Units  Estimated Accuracy
 OY0370;SPC ID E     -   196,860.      138,560.      MT  (+/- 180 meters Scaled)
 OY0370
 OY0370                          SUPERSEDED SURVEY CONTROL
 OY0370
 OY0370  NGVD 29 (08/20/92) 1517.672  (m)         4979.23   (f) ADJUSTED    1 2
 OY0370
 OY0370.Superseded values are not recommended for survey control.
 OY0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0370.See file dsdata.txt to determine how the superseded data were derived.
 OY0370
 OY0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP441110(NAD 83)
 OY0370_MARKER: DD = SURVEY DISK
 OY0370_SETTING: 66 = SET IN ROCK OUTCROP
 OY0370_SP_SET: BEDROCK
 OY0370_STAMPING: 4979 1912 13
 OY0370_MARK LOGO: USGS  
 OY0370_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0370+STABILITY: POSITION/ELEVATION WELL
 OY0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0370+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0370
 OY0370  HISTORY     - Date     Condition        Report By
 OY0370  HISTORY     - 1912     MONUMENTED       USGS
 OY0370  HISTORY     - 1948     GOOD             NGS
 OY0370  HISTORY     - 19920619 GOOD             NGS
 OY0370
 OY0370                          STATION DESCRIPTION
 OY0370
 OY0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0370'24.6 MI SE FROM ARCO.
 OY0370'IN BINGHAM COUNTY, 24.6 MILES SOUTHEAST ALONG THE OREGON SHORT LINE
 OY0370'RAILROAD FROM THE STATION AT ARCO, BUTTE COUNTY, 60 FEET NORTHEAST OF
 OY0370'MILEPOST 35, 84 FEET EAST OF THE CENTERLINE OF CULVERT 35.01 UNDER THE
 OY0370'TRACK, AT A CUT THROUGH LAVA ROCK, 21 FEET EAST OF THE WEST END, 7
 OY0370'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF THE ROCK.
 OY0370'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4979 1912
 OY0370'13.
 OY0370
 OY0370                          STATION RECOVERY (1992)
 OY0370
 OY0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0370'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0370'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 34.5 KM (21.45 MI)
 OY0370'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, NEAR THE CENTER OF A
 OY0370'3 BY 6-FOOT LEDGE IN AN EXPOSED AREA OF BEDROCK IN A RAILROAD CUT,
 OY0370'18.3 M (60.0 FT) EAST OF MILEPOST 35, 7.5 M (24.6 FT) SOUTHEAST OF
 OY0370'THE NORTHWEST END OF THE CUT, 2.0 M (6.6 FT) SOUTHWEST OF THE NEAR
 OY0370'RAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE TRACK.  NOTE--THE
 OY0370'DISK IS BENT UP ON ALL SIDES, BUT IT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0052 ***********************************************************************
 QA0052  DESIGNATION -  4997
 QA0052  PID         -  QA0052
 QA0052  STATE/COUNTY-  ID/CUSTER
 QA0052  USGS QUAD   -  BRADBURY FLAT (1963)
 QA0052
 QA0052                         *CURRENT SURVEY CONTROL
 QA0052  ___________________________________________________________________
 QA0052* NAD 83(1986)-  44 28 14.     (N)    114 12 01.     (W)     SCALED    
 QA0052* NAVD 88     -      1524.101  (meters)    5000.32   (feet)  ADJUSTED  
 QA0052  ___________________________________________________________________
 QA0052  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 QA0052  DYNAMIC HT  -        1523.324 (meters)    4997.77  (feet)  COMP
 QA0052  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 QA0052
 QA0052  VERT ORDER  -  FIRST     CLASS II
 QA0052
 QA0052.The horizontal coordinates were scaled from a topographic map and have
 QA0052.an estimated accuracy of +/- 6 seconds.
 QA0052
 QA0052.The orthometric height was determined by differential leveling
 QA0052.and adjusted by the National Geodetic Survey in June 1991..
 QA0052
 QA0052.The geoid height was determined by GEOID03.
 QA0052
 QA0052.The dynamic height is computed by dividing the NAVD 88
 QA0052.geopotential number by the normal gravity value computed on the
 QA0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0052.degrees latitude (g = 980.6199 gals.).
 QA0052
 QA0052.The modeled gravity was interpolated from observed gravity values.
 QA0052
 QA0052;                    North         East    Units  Estimated Accuracy
 QA0052;SPC ID C     -   311,500.      484,070.      MT  (+/- 180 meters Scaled)
 QA0052
 QA0052                          SUPERSEDED SURVEY CONTROL
 QA0052
 QA0052  NGVD 29 (??/??/92) 1522.892  (m)         4996.35   (f) ADJ UNCH    1 2
 QA0052
 QA0052.Superseded values are not recommended for survey control.
 QA0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0052.See file dsdata.txt to determine how the superseded data were derived.
 QA0052
 QA0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK226279(NAD 83)
 QA0052_MARKER: DD = SURVEY DISK
 QA0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0052_SP_SET: ABUTMENT
 QA0052_STAMPING: 4997 1912 48
 QA0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QA0052+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1993
 QA0052
 QA0052  HISTORY     - Date     Condition        Report By
 QA0052  HISTORY     - 1912     MONUMENTED       USGS
 QA0052  HISTORY     - 19930419 GOOD             IDDT
 QA0052
 QA0052                          STATION DESCRIPTION
 QA0052
 QA0052'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 QA0052'3.2 MI S FROM CHALLIS.
 QA0052'3.2 MILES SOUTH ALONG U.S. HIGHWAY 93 AND STATE HIGHWAY 27 NOW U.S.
 QA0052'HIGHWAY 93 ALT.) FROM THE COUNTY COURT HOUSE AT CHALLIS, CUSTER
 QA0052'COUNTY, 0.2 MILE SOUTHEAST OF THE NEW BRIDGE OVER SALMON RIVER, AT THE
 QA0052'ABANDONED BRIDGE, AND IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 QA0052'ABUTMENT, A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 QA0052'4997 1912 48.
 QA0052
 QA0052                          STATION RECOVERY (1993)
 QA0052
 QA0052'RECOVERY NOTE BY ID DEPT OF TRANSP 1993 (GDJ)
 QA0052'0.9 KM SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 75 AND US HIGHWAY 93
 QA0052'(SOUTH OF CHALLIS), ABOUT 335 METERS SOUTHEAST (DOWNSTREAM) OF THE
 QA0052'HIGHWAY BRIDGE OVER THE SALMON RIVER, IN THE TOP OF THE SOUTH END OF
 QA0052'THE WEST CONCRETE ABUTMENT OF AN OLD BRIDGE, A UNITED STATES
 QA0052'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4997 1912 48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0181 ***********************************************************************
 PZ0181  DESIGNATION -  4999
 PZ0181  PID         -  PZ0181
 PZ0181  STATE/COUNTY-  ID/CLARK
 PZ0181  USGS QUAD   -  SMALL (1964)
 PZ0181
 PZ0181                         *CURRENT SURVEY CONTROL
 PZ0181  ___________________________________________________________________
 PZ0181* NAD 83(1986)-  44 10 02.     (N)    112 26 28.     (W)     SCALED    
 PZ0181* NAVD 88     -      1528.327  (meters)    5014.19   (feet)  ADJUSTED  
 PZ0181  ___________________________________________________________________
 PZ0181  GEOID HEIGHT-         -10.93  (meters)                     GEOID03
 PZ0181  DYNAMIC HT  -        1527.584 (meters)    5011.75  (feet)  COMP
 PZ0181  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 PZ0181
 PZ0181  VERT ORDER  -  SECOND    CLASS 0
 PZ0181
 PZ0181.The horizontal coordinates were scaled from a topographic map and have
 PZ0181.an estimated accuracy of +/- 6 seconds.
 PZ0181
 PZ0181.The orthometric height was determined by differential leveling
 PZ0181.and adjusted by the National Geodetic Survey in June 1991..
 PZ0181
 PZ0181.The geoid height was determined by GEOID03.
 PZ0181
 PZ0181.The dynamic height is computed by dividing the NAVD 88
 PZ0181.geopotential number by the normal gravity value computed on the
 PZ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0181.degrees latitude (g = 980.6199 gals.).
 PZ0181
 PZ0181.The modeled gravity was interpolated from observed gravity values.
 PZ0181
 PZ0181;                    North         East    Units  Estimated Accuracy
 PZ0181;SPC ID E     -   277,810.      178,050.      MT  (+/- 180 meters Scaled)
 PZ0181
 PZ0181                          SUPERSEDED SURVEY CONTROL
 PZ0181
 PZ0181  NGVD 29 (??/??/92) 1527.212  (m)         5010.53   (f) ADJ UNCH    2 0
 PZ0181
 PZ0181.Superseded values are not recommended for survey control.
 PZ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0181.See file dsdata.txt to determine how the superseded data were derived.
 PZ0181
 PZ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP847914(NAD 83)
 PZ0181_MARKER: Z = SEE DESCRIPTION
 PZ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0181+STABILITY: SURFACE MOTION
 PZ0181
 PZ0181  HISTORY     - Date     Condition        Report By
 PZ0181  HISTORY     - UNK      MONUMENTED       USGS
 PZ0181  HISTORY     - 1934     GOOD             NGS
 PZ0181  HISTORY     - 20000601 MARK NOT FOUND   IDTD
 PZ0181
 PZ0181                          STATION DESCRIPTION
 PZ0181
 PZ0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PZ0181'13.5 MI SW FROM DUBOIS.
 PZ0181'13.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0181'DUBOIS, CLARK COUNTY, 4.3 MILES NORTHEAST OF WINSPER, 30 FEET SOUTH OF
 PZ0181'THE HIGHWAY, AND 1 FOOT NORTH OF A MOUND OF STONE.  A 1/4-INCH BRASS
 PZ0181'ROD, SET IN THE TOP OF A CONCRETE POST.
 PZ0181
 PZ0181                          STATION RECOVERY (2000)
 PZ0181
 PZ0181'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 PZ0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0232 ***********************************************************************
 OZ0232  DESIGNATION -  5
 OZ0232  PID         -  OZ0232
 OZ0232  STATE/COUNTY-  ID/CAMAS
 OZ0232  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0232
 OZ0232                         *CURRENT SURVEY CONTROL
 OZ0232  ___________________________________________________________________
 OZ0232* NAD 83(1986)-  43 20 33.     (N)    114 42 28.     (W)     SCALED    
 OZ0232* NAVD 88     -      1535.959  (meters)    5039.23   (feet)  ADJUSTED  
 OZ0232  ___________________________________________________________________
 OZ0232  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 OZ0232  DYNAMIC HT  -        1535.076 (meters)    5036.33  (feet)  COMP
 OZ0232  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 OZ0232
 OZ0232  VERT ORDER  -  SECOND    CLASS 0
 OZ0232
 OZ0232.The horizontal coordinates were scaled from a topographic map and have
 OZ0232.an estimated accuracy of +/- 6 seconds.
 OZ0232
 OZ0232.The orthometric height was determined by differential leveling
 OZ0232.and adjusted by the National Geodetic Survey in June 1991..
 OZ0232
 OZ0232.The geoid height was determined by GEOID03.
 OZ0232
 OZ0232.The dynamic height is computed by dividing the NAVD 88
 OZ0232.geopotential number by the normal gravity value computed on the
 OZ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0232.degrees latitude (g = 980.6199 gals.).
 OZ0232
 OZ0232.The modeled gravity was interpolated from observed gravity values.
 OZ0232
 OZ0232;                    North         East    Units  Estimated Accuracy
 OZ0232;SPC ID C     -   186,390.      442,610.      MT  (+/- 180 meters Scaled)
 OZ0232
 OZ0232                          SUPERSEDED SURVEY CONTROL
 OZ0232
 OZ0232  NGVD 29 (??/??/92) 1534.883  (m)         5035.70   (f) ADJ UNCH    2 0
 OZ0232
 OZ0232.Superseded values are not recommended for survey control.
 OZ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0232.See file dsdata.txt to determine how the superseded data were derived.
 OZ0232
 OZ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ857014(NAD 83)
 OZ0232_MARKER: DD = SURVEY DISK
 OZ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0232+STABILITY: SURFACE MOTION
 OZ0232
 OZ0232  HISTORY     - Date     Condition        Report By
 OZ0232  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0232  HISTORY     - 1950     GOOD             NGS
 OZ0232  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0232
 OZ0232                          STATION DESCRIPTION
 OZ0232
 OZ0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0232'4.6 MI E FROM FAIRFIELD.
 OZ0232'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0232'THENCE 4.3 MILES EAST ALONG STATE HIGHWAY 68, 0.3 MILE EAST OF THE
 OZ0232'INTERSECTION OF A NORTH-SOUTH DIRT ROAD, ABOUT 0.15 MILE SOUTHEAST OF
 OZ0232'AND ACROSS A FIELD FROM A GRAIN ELEVATOR, 49 FEET EAST OF A POWER LINE
 OZ0232'POLE, 40 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.4 FEET
 OZ0232'WEST OF A WITNESS POST, ABOUT 0.4 FOOT HIGHER THAN THE HIGHWAY, 0.3
 OZ0232'FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 OZ0232'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OZ0232
 OZ0232                          STATION RECOVERY (1981)
 OZ0232
 OZ0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0407 ***********************************************************************
 RZ0407  DESIGNATION -  5
 RZ0407  PID         -  RZ0407
 RZ0407  STATE/COUNTY-  ID/LATAH
 RZ0407  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0407
 RZ0407                         *CURRENT SURVEY CONTROL
 RZ0407  ___________________________________________________________________
 RZ0407* NAD 83(1986)-  46 43 23.     (N)    116 56 55.     (W)     SCALED    
 RZ0407* NAVD 88     -       791.302  (meters)    2596.13   (feet)  ADJUSTED  
 RZ0407  ___________________________________________________________________
 RZ0407  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 RZ0407  DYNAMIC HT  -         791.238 (meters)    2595.92  (feet)  COMP
 RZ0407  MODELED GRAV-     980,507.2   (mgal)                       NAVD 88
 RZ0407
 RZ0407  VERT ORDER  -  SECOND    CLASS 0
 RZ0407
 RZ0407.The horizontal coordinates were scaled from a topographic map and have
 RZ0407.an estimated accuracy of +/- 6 seconds.
 RZ0407
 RZ0407.The orthometric height was determined by differential leveling
 RZ0407.and adjusted by the National Geodetic Survey in June 1991..
 RZ0407
 RZ0407.The geoid height was determined by GEOID03.
 RZ0407
 RZ0407.The dynamic height is computed by dividing the NAVD 88
 RZ0407.geopotential number by the normal gravity value computed on the
 RZ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0407.degrees latitude (g = 980.6199 gals.).
 RZ0407
 RZ0407.The modeled gravity was interpolated from observed gravity values.
 RZ0407
 RZ0407;                    North         East    Units  Estimated Accuracy
 RZ0407;SPC ID W     -   562,510.      708,380.      MT  (+/- 180 meters Scaled)
 RZ0407
 RZ0407                          SUPERSEDED SURVEY CONTROL
 RZ0407
 RZ0407  NGVD 29 (??/??/92)  790.198  (m)         2592.51   (f) ADJ UNCH    2 0
 RZ0407
 RZ0407.Superseded values are not recommended for survey control.
 RZ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0407.See file dsdata.txt to determine how the superseded data were derived.
 RZ0407
 RZ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM039743(NAD 83)
 RZ0407_MARKER: DD = SURVEY DISK
 RZ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0407_STAMPING: NO 5
 RZ0407_MARK LOGO: IDPWD 
 RZ0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0407+STABILITY: SURFACE MOTION
 RZ0407
 RZ0407  HISTORY     - Date     Condition        Report By
 RZ0407  HISTORY     - UNK      MONUMENTED       IDPWD
 RZ0407  HISTORY     - 1952     GOOD             NGS
 RZ0407  HISTORY     - 19951010 GOOD             NGS
 RZ0407
 RZ0407                          STATION DESCRIPTION
 RZ0407
 RZ0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0407'3.0 MI E FROM MOSCOW.
 RZ0407'0.4 MILE SOUTH ALONG WASHINGTON STREET FROM THE POST OFFICE AT MOSCOW,
 RZ0407'THENCE 2.6 MILES EAST ALONG STATE HIGHWAY 8, AT THE SOUTHWEST CORNER
 RZ0407'OF THE ELKS GOLF COURSE, 241 FEET WEST OF THE NORTHWEST CORNER OF A
 RZ0407'CONCRETE BRIDGE, 45 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 RZ0407'OF A GRADED ROAD, 31 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RZ0407'24 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.1 FEET WEST OF A
 RZ0407'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 RZ0407'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 RZ0407
 RZ0407                          STATION RECOVERY (1995)
 RZ0407
 RZ0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 RZ0407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0457 ***********************************************************************
 SV0457  DESIGNATION -  5
 SV0457  PID         -  SV0457
 SV0457  STATE/COUNTY-  ID/KOOTENAI
 SV0457  USGS QUAD   -  LANE (1981)
 SV0457
 SV0457                         *CURRENT SURVEY CONTROL
 SV0457  ___________________________________________________________________
 SV0457* NAD 83(1986)-  47 37 15.     (N)    116 34 42.     (W)     SCALED    
 SV0457* NAVD 88     -       730.129  (meters)    2395.43   (feet)  ADJUSTED  
 SV0457  ___________________________________________________________________
 SV0457  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 SV0457  DYNAMIC HT  -         730.126 (meters)    2395.42  (feet)  COMP
 SV0457  MODELED GRAV-     980,585.4   (mgal)                       NAVD 88
 SV0457
 SV0457  VERT ORDER  -  SECOND    CLASS 0
 SV0457
 SV0457.The horizontal coordinates were scaled from a topographic map and have
 SV0457.an estimated accuracy of +/- 6 seconds.
 SV0457
 SV0457.The orthometric height was determined by differential leveling
 SV0457.and adjusted by the National Geodetic Survey in June 1991..
 SV0457
 SV0457.The geoid height was determined by GEOID03.
 SV0457
 SV0457.The dynamic height is computed by dividing the NAVD 88
 SV0457.geopotential number by the normal gravity value computed on the
 SV0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0457.degrees latitude (g = 980.6199 gals.).
 SV0457
 SV0457.The modeled gravity was interpolated from observed gravity values.
 SV0457
 SV0457;                    North         East    Units  Estimated Accuracy
 SV0457;SPC ID W     -   661,940.      737,740.      MT  (+/- 180 meters Scaled)
 SV0457
 SV0457                          SUPERSEDED SURVEY CONTROL
 SV0457
 SV0457  NGVD 29 (??/??/92)  728.982  (m)         2391.67   (f) ADJ UNCH    2 0
 SV0457
 SV0457.Superseded values are not recommended for survey control.
 SV0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0457.See file dsdata.txt to determine how the superseded data were derived.
 SV0457
 SV0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN316742(NAD 83)
 SV0457_MARKER: DD = SURVEY DISK
 SV0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0457_SP_SET: CULVERT
 SV0457_STAMPING: BM NO 5 2393.48 1934
 SV0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0457
 SV0457  HISTORY     - Date     Condition        Report By
 SV0457  HISTORY     - 1934     MONUMENTED       BPR
 SV0457  HISTORY     - 1957     MARK NOT FOUND   USGS
 SV0457
 SV0457                          STATION DESCRIPTION
 SV0457
 SV0457'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SV0457'14.8 MI E FROM COEUR DALENE.
 SV0457'14.8 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT COEUR D
 SV0457'ALENE, KOOTENAI COUNTY, ABOUT 400 FEET NORTH OF FOREST TRAIL 206
 SV0457'LEADING TO CEDAR CREEK, ABOUT 100 FEET SOUTHEAST OF A TRIANGULAR POINT
 SV0457'WEST OF THE HIGHWAY, 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 SV0457'AND IN THE CENTER OF THE TOP OF THE EAST RETAINING WALL OF A CULVERT.
 SV0457'A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED BM NO 5
 SV0457'2393.48 1934.  NOTE-- THERE HAS BEEN ROAD CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0457 ***********************************************************************
 OZ0457  DESIGNATION -  5
 OZ0457  PID         -  OZ0457
 OZ0457  STATE/COUNTY-  ID/ELMORE
 OZ0457  USGS QUAD   -  PINE (1973)
 OZ0457
 OZ0457                         *CURRENT SURVEY CONTROL
 OZ0457  ___________________________________________________________________
 OZ0457* NAD 83(1986)-  43 28 55.     (N)    115 18 05.     (W)     SCALED    
 OZ0457* NAVD 88     -      1284.836  (meters)    4215.33   (feet)  ADJUSTED  
 OZ0457  ___________________________________________________________________
 OZ0457  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 OZ0457  DYNAMIC HT  -        1284.153 (meters)    4213.09  (feet)  COMP
 OZ0457  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 OZ0457
 OZ0457  VERT ORDER  -  SECOND    CLASS 0
 OZ0457
 OZ0457.The horizontal coordinates were scaled from a topographic map and have
 OZ0457.an estimated accuracy of +/- 6 seconds.
 OZ0457
 OZ0457.The orthometric height was determined by differential leveling
 OZ0457.and adjusted by the National Geodetic Survey in June 1991..
 OZ0457
 OZ0457.The geoid height was determined by GEOID03.
 OZ0457
 OZ0457.The dynamic height is computed by dividing the NAVD 88
 OZ0457.geopotential number by the normal gravity value computed on the
 OZ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0457.degrees latitude (g = 980.6199 gals.).
 OZ0457
 OZ0457.The modeled gravity was interpolated from observed gravity values.
 OZ0457
 OZ0457;                    North         East    Units  Estimated Accuracy
 OZ0457;SPC ID W     -   201,730.      836,290.      MT  (+/- 180 meters Scaled)
 OZ0457
 OZ0457                          SUPERSEDED SURVEY CONTROL
 OZ0457
 OZ0457  NGVD 29 (??/??/92) 1283.764  (m)         4211.82   (f) ADJ UNCH    2 0
 OZ0457
 OZ0457.Superseded values are not recommended for survey control.
 OZ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0457.See file dsdata.txt to determine how the superseded data were derived.
 OZ0457
 OZ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ373157(NAD 83)
 OZ0457_MARKER: DD = SURVEY DISK
 OZ0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0457+STABILITY: SURFACE MOTION
 OZ0457
 OZ0457  HISTORY     - Date     Condition        Report By
 OZ0457  HISTORY     - UNK      MONUMENTED       BOR
 OZ0457  HISTORY     - 1950     GOOD             NGS
 OZ0457
 OZ0457                          STATION DESCRIPTION
 OZ0457
 OZ0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0457'0.6 MI E FROM PINE.
 OZ0457'0.6 MILE EAST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT PINE,
 OZ0457'0.3 MILE EAST OF THE EAST END OF A BRIDGE OVER THE SOUTH FORK OF BOISE
 OZ0457'RIVER, 245 FEET SOUTHEAST OF THE INTERSECTION OF A TRACK ROAD LEADING
 OZ0457'SOUTHEAST AND A DIRT FARM DRIVEWAY LEADING NORTHWEST, 26 FEET
 OZ0457'SOUTHWEST OF THE CENTER LINE OF THE TRACK ROAD, 26 FEET NORTHEAST OF
 OZ0457'THE TOP OF A BANK, 2.9 FEET WEST OF A RED AND WHITE PAINTED STEEL ROD
 OZ0457'CEMENTED IN THE MIDDLE OF A CAIRN, ABOUT LEVEL WITH THE ROAD, AND SET
 OZ0457'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0147 ***********************************************************************
 TO0147  DESIGNATION -  5 19
 TO0147  PID         -  TO0147
 TO0147  STATE/COUNTY-  ID/BONNER
 TO0147  USGS QUAD   -  TROUT PEAK (1989)
 TO0147
 TO0147                         *CURRENT SURVEY CONTROL
 TO0147  ___________________________________________________________________
 TO0147* NAD 83(1986)-  48 17 00.     (N)    116 21 01.     (W)     SCALED    
 TO0147* NAVD 88     -       636.199  (meters)    2087.26   (feet)  ADJUSTED  
 TO0147  ___________________________________________________________________
 TO0147  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TO0147  DYNAMIC HT  -         636.239 (meters)    2087.39  (feet)  COMP
 TO0147  MODELED GRAV-     980,654.0   (mgal)                       NAVD 88
 TO0147
 TO0147  VERT ORDER  -  FIRST     CLASS II
 TO0147
 TO0147.The horizontal coordinates were scaled from a topographic map and have
 TO0147.an estimated accuracy of +/- 6 seconds.
 TO0147
 TO0147.The orthometric height was determined by differential leveling
 TO0147.and adjusted by the National Geodetic Survey in June 1991..
 TO0147
 TO0147.The geoid height was determined by GEOID03.
 TO0147
 TO0147.The dynamic height is computed by dividing the NAVD 88
 TO0147.geopotential number by the normal gravity value computed on the
 TO0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0147.degrees latitude (g = 980.6199 gals.).
 TO0147
 TO0147.The modeled gravity was interpolated from observed gravity values.
 TO0147
 TO0147;                    North         East    Units  Estimated Accuracy
 TO0147;SPC ID W     -   735,440.      755,450.      MT  (+/- 180 meters Scaled)
 TO0147
 TO0147                          SUPERSEDED SURVEY CONTROL
 TO0147
 TO0147  NGVD 29 (??/??/92)  635.016  (m)         2083.38   (f) ADJ UNCH    1 2
 TO0147
 TO0147.Superseded values are not recommended for survey control.
 TO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0147.See file dsdata.txt to determine how the superseded data were derived.
 TO0147
 TO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP482479(NAD 83)
 TO0147_MARKER: DD = SURVEY DISK
 TO0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0147_STAMPING: 5 19 2086 1931
 TO0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0147+STABILITY: SURFACE MOTION
 TO0147
 TO0147  HISTORY     - Date     Condition        Report By
 TO0147  HISTORY     - 1931     MONUMENTED       BPR
 TO0147  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0147
 TO0147                          STATION DESCRIPTION
 TO0147
 TO0147'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1931
 TO0147'3.3 MI NW FROM HOPE.
 TO0147'ABOUT 3.3 MILES NORTHWEST ALONG U.S. HIGHWAY 10 A FROM HOPE, BONNER
 TO0147'COUNTY, ABOUT 1/4 MILE NORTHWEST OF TRESTLE CREEK BRIDGE, 93 FEET
 TO0147'SOUTH OF A WHITE ROAD SIGN INSCRIBED TRESTLE CREEK ROAD NO. 275, 33
 TO0147'FEET NORTH OF A FENCE CORNER, 24.5 FEET NORTHWEST OF A PIPE-CULVERT
 TO0147'UNDER A PRIVATE DRIVE, 15 FEET SOUTHEAST OF A POLE, 29 FEET SOUTHWEST
 TO0147'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE
 TO0147'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 TO0147'STAMPED 5 19 2086 1931 AND SET IN THE TOP OF A CONCRETE POST
 TO0147'PROJECTING ABOUT 1 INCH ABOVE GROUND.
 TO0147
 TO0147                          STATION RECOVERY (1980)
 TO0147
 TO0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0147'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-AREA HAS
 TO0147'SEEN MAJOR CHANGES, MARK UNABLE TO LOCATE BY OLD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0142 ***********************************************************************
 TO0142  DESIGNATION -  5 33
 TO0142  PID         -  TO0142
 TO0142  STATE/COUNTY-  ID/BONNER
 TO0142  USGS QUAD   -  HOPE (1996)
 TO0142
 TO0142                         *CURRENT SURVEY CONTROL
 TO0142  ___________________________________________________________________
 TO0142* NAD 83(1986)-  48 14 37.     (N)    116 18 05.     (W)     SCALED    
 TO0142* NAVD 88     -       636.539  (meters)    2088.38   (feet)  ADJUSTED  
 TO0142  ___________________________________________________________________
 TO0142  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TO0142  DYNAMIC HT  -         636.571 (meters)    2088.48  (feet)  COMP
 TO0142  MODELED GRAV-     980,642.9   (mgal)                       NAVD 88
 TO0142
 TO0142  VERT ORDER  -  FIRST     CLASS II
 TO0142
 TO0142.The horizontal coordinates were scaled from a topographic map and have
 TO0142.an estimated accuracy of +/- 6 seconds.
 TO0142
 TO0142.The orthometric height was determined by differential leveling
 TO0142.and adjusted by the National Geodetic Survey in June 1991..
 TO0142
 TO0142.The geoid height was determined by GEOID03.
 TO0142
 TO0142.The dynamic height is computed by dividing the NAVD 88
 TO0142.geopotential number by the normal gravity value computed on the
 TO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0142.degrees latitude (g = 980.6199 gals.).
 TO0142
 TO0142.The modeled gravity was interpolated from observed gravity values.
 TO0142
 TO0142;                    North         East    Units  Estimated Accuracy
 TO0142;SPC ID W     -   731,000.      759,050.      MT  (+/- 180 meters Scaled)
 TO0142
 TO0142                          SUPERSEDED SURVEY CONTROL
 TO0142
 TO0142  NGVD 29 (??/??/92)  635.352  (m)         2084.48   (f) ADJ UNCH    1 2
 TO0142
 TO0142.Superseded values are not recommended for survey control.
 TO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0142.See file dsdata.txt to determine how the superseded data were derived.
 TO0142
 TO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP518436(NAD 83)
 TO0142_MARKER: DD = SURVEY DISK
 TO0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0142_STAMPING: 5 33 2088 1931
 TO0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0142+STABILITY: SURFACE MOTION
 TO0142
 TO0142  HISTORY     - Date     Condition        Report By
 TO0142  HISTORY     - 1931     MONUMENTED       BPR
 TO0142  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0142
 TO0142                          STATION DESCRIPTION
 TO0142
 TO0142'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1931
 TO0142'0.3 MI SE FROM HOPE.
 TO0142'ABOUT 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 10 A FROM HOPE, BONNER
 TO0142'COUNTY, ABOUT 375 FEET NORTH OF A GRANITE MONUMENT, ABOUT 300 FEET
 TO0142'NORTHWEST OF A SERVICE STATION, AT THE SOUTHEAST END OF A CURVE, 58
 TO0142'FEET NORTHEAST OF THE NORTHERN PACIFIC RAILWAY TRACK, AND 26 FEET
 TO0142'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU
 TO0142'OF PUBLIC ROADS STANDARD DISK, STAMPED 5 33 2088 1931 AND SET IN THE
 TO0142'TOP OF A CONCRETE POST.
 TO0142
 TO0142                          STATION RECOVERY (1980)
 TO0142
 TO0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0142'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0140 ***********************************************************************
 TO0140  DESIGNATION -  5 35
 TO0140  PID         -  TO0140
 TO0140  STATE/COUNTY-  ID/BONNER
 TO0140  USGS QUAD   -  HOPE (1996)
 TO0140
 TO0140                         *CURRENT SURVEY CONTROL
 TO0140  ___________________________________________________________________
 TO0140* NAD 83(1986)-  48 14 33.     (N)    116 18 01.     (W)     SCALED    
 TO0140* NAVD 88     -       638.865  (meters)    2096.01   (feet)  ADJUSTED  
 TO0140  ___________________________________________________________________
 TO0140  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TO0140  DYNAMIC HT  -         638.897 (meters)    2096.11  (feet)  COMP
 TO0140  MODELED GRAV-     980,642.3   (mgal)                       NAVD 88
 TO0140
 TO0140  VERT ORDER  -  FIRST     CLASS II
 TO0140
 TO0140.The horizontal coordinates were scaled from a topographic map and have
 TO0140.an estimated accuracy of +/- 6 seconds.
 TO0140
 TO0140.The orthometric height was determined by differential leveling
 TO0140.and adjusted by the National Geodetic Survey in June 1991..
 TO0140
 TO0140.The geoid height was determined by GEOID03.
 TO0140
 TO0140.The dynamic height is computed by dividing the NAVD 88
 TO0140.geopotential number by the normal gravity value computed on the
 TO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0140.degrees latitude (g = 980.6199 gals.).
 TO0140
 TO0140.The modeled gravity was interpolated from observed gravity values.
 TO0140
 TO0140;                    North         East    Units  Estimated Accuracy
 TO0140;SPC ID W     -   730,880.      759,130.      MT  (+/- 180 meters Scaled)
 TO0140
 TO0140                          SUPERSEDED SURVEY CONTROL
 TO0140
 TO0140  NGVD 29 (??/??/92)  637.679  (m)         2092.12   (f) ADJ UNCH    1 2
 TO0140
 TO0140.Superseded values are not recommended for survey control.
 TO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0140.See file dsdata.txt to determine how the superseded data were derived.
 TO0140
 TO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP519434(NAD 83)
 TO0140_MARKER: DD = SURVEY DISK
 TO0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0140_STAMPING: 5 35 2096 1931
 TO0140_PROJECTION: PROJECTING 35 CENTIMETERS
 TO0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0140+STABILITY: SURFACE MOTION
 TO0140
 TO0140  HISTORY     - Date     Condition        Report By
 TO0140  HISTORY     - 1931     MONUMENTED       BPR
 TO0140  HISTORY     - 1947     GOOD             NGS
 TO0140  HISTORY     - 1980     GOOD             NGS
 TO0140
 TO0140                          STATION DESCRIPTION
 TO0140
 TO0140'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1931
 TO0140'0.5 MI SE FROM HOPE.
 TO0140'ABOUT 0.5 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TO0140'STATION AT HOPE, BONNER COUNTY, ABOUT 208 FEET SOUTHWEST OF THE FRONT
 TO0140'ENTRANCE TO THE HOPE SCHOOL, ABOUT 139 FEET SOUTHWEST OF A 24-INCH
 TO0140'PINE TREE, 35 FEET NORTHEAST OF THE TRACK, 29 FEET SOUTHWEST OF THE
 TO0140'CENTER LINE OF U.S. HIGHWAY 10 A, 22 FEET WEST OF A POWER-TRANSMISSION
 TO0140'LINE POLE, AT THE CENTER OF A WALK LEADING TO THE SCHOOL, AND ABOUT 1
 TO0140'FOOT LOWER THAN THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 TO0140'STANDARD DISK, STAMPED 5 35 2096 1931 AND SET IN THE TOP OF A CONCRETE
 TO0140'POST.
 TO0140
 TO0140                          STATION RECOVERY (1947)
 TO0140
 TO0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 TO0140'RECOVERED IN GOOD CONDITION.
 TO0140
 TO0140                          STATION RECOVERY (1980)
 TO0140
 TO0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0140'AT THE PUBLIC SCHOOL IN HOPE, 63.4 METERS (208 FEET) SOUTH OF THE
 TO0140'FRONT ENTRANCE TO THE SCHOOL, 50.5 METERS (166 FEET) NORTHWEST ACROSS
 TO0140'THE OLD HIGHWAY FROM THE WEST CORNER OF THE MAIN BUILDING OF THE
 TO0140'HOPE UNITED METHODIST CHURCH, 42.4 METERS (139 FEET) SOUTHEAST ACROSS
 TO0140'THE OLD HIGHWAY FROM A 36-INCH DIAMETER GRAND FIR TREE, 10.7 METERS
 TO0140'(35.0 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACKS OF THE
 TO0140'BURLINGTON NORTHERN RAILWAY, 8.8 METERS (29.0 FEET) SOUTHWEST OF THE
 TO0140'CENTERLINE OF THE OLD HIGHWAY, 7.8 METERS (25.6 FEET) NORTHWEST OF
 TO0140'JUNCTION POWER LINE POLE NUMBER 354201, 9.3 METERS (30.6 FEET)
 TO0140'SOUTHEAST OF THE EXTENDED CENTERLINE OF SCHOOL STREET.
 TO0140'NOTE-THE HIGH POINT IS THE EL IN ELEVATION. THE FIRST FIVE IN
 TO0140'THE DESIGNATION APPEARS TO BE DOUBLE STAMPED.
 TO0140'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 TO0140'THE MARK IS 0.4 M BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0219 ***********************************************************************
 NT0219  DESIGNATION -  5 932
 NT0219  PID         -  NT0219
 NT0219  STATE/COUNTY-  ID/BEAR LAKE
 NT0219  USGS QUAD   -  OVID (1967)
 NT0219
 NT0219                         *CURRENT SURVEY CONTROL
 NT0219  ___________________________________________________________________
 NT0219* NAD 83(1986)-  42 17 19.     (N)    111 23 53.     (W)     SCALED    
 NT0219* NAVD 88     -      1810.077  (meters)    5938.56   (feet)  ADJUSTED  
 NT0219  ___________________________________________________________________
 NT0219  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 NT0219  DYNAMIC HT  -        1808.705 (meters)    5934.06  (feet)  COMP
 NT0219  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 NT0219
 NT0219  VERT ORDER  -  SECOND    CLASS 0
 NT0219
 NT0219.The horizontal coordinates were scaled from a topographic map and have
 NT0219.an estimated accuracy of +/- 6 seconds.
 NT0219
 NT0219.The orthometric height was determined by differential leveling
 NT0219.and adjusted by the National Geodetic Survey in June 1991..
 NT0219.WARNING-Repeat measurements at this control monument indicate possible
 NT0219.vertical movement.
 NT0219
 NT0219.The geoid height was determined by GEOID03.
 NT0219
 NT0219.The dynamic height is computed by dividing the NAVD 88
 NT0219.geopotential number by the normal gravity value computed on the
 NT0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0219.degrees latitude (g = 980.6199 gals.).
 NT0219
 NT0219.The modeled gravity was interpolated from observed gravity values.
 NT0219
 NT0219;                    North         East    Units  Estimated Accuracy
 NT0219;SPC ID E     -    69,360.      263,390.      MT  (+/- 180 meters Scaled)
 NT0219
 NT0219                          SUPERSEDED SURVEY CONTROL
 NT0219
 NT0219  NGVD 29 (??/??/92) 1808.860  (m)         5934.57   (f) ADJ UNCH    2 0
 NT0219
 NT0219.Superseded values are not recommended for survey control.
 NT0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0219.See file dsdata.txt to determine how the superseded data were derived.
 NT0219
 NT0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM671818(NAD 83)
 NT0219_MARKER: P = PIPE CAP
 NT0219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0219_STAMPING: 5 932 1909 37
 NT0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0219
 NT0219  HISTORY     - Date     Condition        Report By
 NT0219  HISTORY     - 1909     MONUMENTED       USGS
 NT0219  HISTORY     - 1951     GOOD             NGS
 NT0219
 NT0219                          STATION DESCRIPTION
 NT0219
 NT0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0219'IN OVID.
 NT0219'AT OVID AT THE JUNCTION OF STRAWBERRY CANYON ROAD AND U.S. HIGHWAY 69,
 NT0219'AT THE SOUTHWEST CORNER OF THE OVID SCHOOL YARD, 62.7 FEET SOUTHWEST
 NT0219'OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE, 29 1/2 FEET NORTH OF THE
 NT0219'CENTER LINE OF STRAWBERRY CANYON ROAD, 3.5 FEET NORTHWEST OF THE
 NT0219'SOUTHWEST CORNER OF A FENCE AROUND THE SCHOOL, 1.8 FEET SOUTH OF A
 NT0219'WITNESS POST, AN IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0599 ***********************************************************************
 QA0599  DESIGNATION -  5 A
 QA0599  PID         -  QA0599
 QA0599  STATE/COUNTY-  ID/VALLEY
 QA0599  USGS QUAD   -  FITSUM SUMMIT (1973)
 QA0599
 QA0599                         *CURRENT SURVEY CONTROL
 QA0599  ___________________________________________________________________
 QA0599* NAD 83(1986)-  44 55 24.     (N)    115 57 07.     (W)     SCALED    
 QA0599* NAVD 88     -      1624.150  (meters)    5328.57   (feet)  ADJUSTED  
 QA0599  ___________________________________________________________________
 QA0599  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 QA0599  DYNAMIC HT  -        1623.355 (meters)    5325.96  (feet)  COMP
 QA0599  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 QA0599
 QA0599  VERT ORDER  -  SECOND    CLASS 0
 QA0599
 QA0599.The horizontal coordinates were scaled from a topographic map and have
 QA0599.an estimated accuracy of +/- 6 seconds.
 QA0599
 QA0599.The orthometric height was determined by differential leveling
 QA0599.and adjusted by the National Geodetic Survey in June 1991..
 QA0599
 QA0599.The geoid height was determined by GEOID03.
 QA0599
 QA0599.The dynamic height is computed by dividing the NAVD 88
 QA0599.geopotential number by the normal gravity value computed on the
 QA0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0599.degrees latitude (g = 980.6199 gals.).
 QA0599
 QA0599.The modeled gravity was interpolated from observed gravity values.
 QA0599
 QA0599;                    North         East    Units  Estimated Accuracy
 QA0599;SPC ID W     -   361,810.      784,060.      MT  (+/- 180 meters Scaled)
 QA0599
 QA0599                          SUPERSEDED SURVEY CONTROL
 QA0599
 QA0599  NGVD 29 (??/??/92) 1622.893  (m)         5324.44   (f) ADJ UNCH    2 0
 QA0599
 QA0599.Superseded values are not recommended for survey control.
 QA0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0599.See file dsdata.txt to determine how the superseded data were derived.
 QA0599
 QA0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK827749(NAD 83)
 QA0599_MARKER: DD = SURVEY DISK
 QA0599_SETTING: 66 = SET IN ROCK OUTCROP
 QA0599_SP_SET: GRANITE OUTCROP
 QA0599_STAMPING: 5 A 1939
 QA0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0599+STABILITY: POSITION/ELEVATION WELL
 QA0599
 QA0599  HISTORY     - Date     Condition        Report By
 QA0599  HISTORY     - 1939     MONUMENTED       USGS
 QA0599  HISTORY     - 1959     GOOD             NGS
 QA0599  HISTORY     - 1983     GOOD             NGS
 QA0599
 QA0599                          STATION DESCRIPTION
 QA0599
 QA0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QA0599'9.55 MI E FROM MCCALL.
 QA0599'9.55 MILES NORTH AND EAST ALONG AN ASPHALT AND GRAVEL ROAD FROM THE
 QA0599'JUNCTION OF STATE HIGHWAY 15 AT MCCALL, 219 FEET NORTHEAST OF THE
 QA0599'CENTER OF THE T JUNCTION OF A DIRT ROAD LEADING SOUTHEAST TO LAKE FORK
 QA0599'GUARD STATION, IN TOP OF A 3-BY 4-FOOT GRANITE OUTCROP WHICH PROJECTS
 QA0599'ABOUT 2 FEET ABOVE THE GROUND, 25 FEET NORTH-NORTHWEST OF THE CENTER
 QA0599'LINE OF THE ROAD, 2.0 FEET NORTH-NORTHWEST OF A WITNESS POST, AND
 QA0599'ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
 QA0599
 QA0599                          STATION RECOVERY (1983)
 QA0599
 QA0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QA0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1165 ***********************************************************************
 OY1165  DESIGNATION -  5 A
 OY1165  PID         -  OY1165
 OY1165  STATE/COUNTY-  ID/BUTTE
 OY1165  USGS QUAD   -  EAST OF HOWE PEAK (1973)
 OY1165
 OY1165                         *CURRENT SURVEY CONTROL
 OY1165  ___________________________________________________________________
 OY1165* NAD 83(1986)-  43 41 31.     (N)    112 55 31.     (W)     SCALED    
 OY1165* NAVD 88     -      1468.817  (meters)    4818.94   (feet)  ADJUSTED  
 OY1165  ___________________________________________________________________
 OY1165  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 OY1165  DYNAMIC HT  -        1468.045 (meters)    4816.41  (feet)  COMP
 OY1165  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 OY1165
 OY1165  VERT ORDER  -  FIRST     CLASS II
 OY1165
 OY1165.The horizontal coordinates were scaled from a topographic map and have
 OY1165.an estimated accuracy of +/- 6 seconds.
 OY1165
 OY1165.The orthometric height was determined by differential leveling
 OY1165.and adjusted by the National Geodetic Survey in December 1992..
 OY1165
 OY1165.The geoid height was determined by GEOID03.
 OY1165
 OY1165.The dynamic height is computed by dividing the NAVD 88
 OY1165.geopotential number by the normal gravity value computed on the
 OY1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1165.degrees latitude (g = 980.6199 gals.).
 OY1165
 OY1165.The modeled gravity was interpolated from observed gravity values.
 OY1165
 OY1165;                    North         East    Units  Estimated Accuracy
 OY1165;SPC ID C     -   225,530.      586,640.      MT  (+/- 180 meters Scaled)
 OY1165
 OY1165                          SUPERSEDED SURVEY CONTROL
 OY1165
 OY1165  NGVD 29 (08/20/92) 1467.746  (m)         4815.43   (f) ADJUSTED    1 2
 OY1165
 OY1165.Superseded values are not recommended for survey control.
 OY1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1165.See file dsdata.txt to determine how the superseded data were derived.
 OY1165
 OY1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP448394(NAD 83)
 OY1165_MARKER: DD = SURVEY DISK
 OY1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY1165_SP_SET: CONCRETE POST
 OY1165_STAMPING: 5-A ELEV. 4816.78
 OY1165_MARK LOGO: USE   
 OY1165_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1165+STABILITY: SURFACE MOTION
 OY1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1165+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1992
 OY1165
 OY1165  HISTORY     - Date     Condition        Report By
 OY1165  HISTORY     - UNK      MONUMENTED       USE
 OY1165  HISTORY     - 19920515 GOOD             NGS
 OY1165
 OY1165                          STATION DESCRIPTION
 OY1165
 OY1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1165'2.7 KM (1.65 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1165'POST OFFICE IN HOWE, THENCE 1.5 KM (0.95 MI) EASTERLY ALONG A
 OY1165'GRAVELED ROAD, THENCE 1.9 KM (1.20 MI) SOUTHEASTERLY ALONG A TRACK
 OY1165'ROAD, THENCE 7.0 KM (4.35 MI) SOUTHERLY ALONG TRACK ROAD T-14, THENCE
 OY1165'2.9 KM (1.80 MI) EASTERLY ALONG TRACK ROAD T-5, 12.1 M (39.7 FT)
 OY1165'SOUTH OF AND LEVEL WITH THE ROAD CENTER, AND THE MONUMENT PROJECTS
 OY1165'0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 OY1165'PROTECTED BY A 5 BY 5-FOOT FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0511 ***********************************************************************
 PY0511  DESIGNATION -  5 EAM
 PY0511  PID         -  PY0511
 PY0511  STATE/COUNTY-  ID/FREMONT
 PY0511  USGS QUAD   -  ISLAND PARK DAM (1964)
 PY0511
 PY0511                         *CURRENT SURVEY CONTROL
 PY0511  ___________________________________________________________________
 PY0511* NAD 83(1986)-  44 28 02.     (N)    111 28 20.     (W)     SCALED    
 PY0511* NAVD 88     -      1964.116  (meters)    6443.94   (feet)  POSTED    
 PY0511  ___________________________________________________________________
 PY0511  GEOID HEIGHT-          -9.29  (meters)                     GEOID03
 PY0511  DYNAMIC HT  -        1963.030 (meters)    6440.37  (feet)  COMP
 PY0511  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 PY0511
 PY0511  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0511
 PY0511.The horizontal coordinates were scaled from a topographic map and have
 PY0511.an estimated accuracy of +/- 6 seconds.
 PY0511
 PY0511.The orthometric height was determined by differential leveling
 PY0511.and adjusted by the National Geodetic Survey in 1992..
 PY0511.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0511.rate of 0.0 thru 1.0 mm/km.
 PY0511
 PY0511.The geoid height was determined by GEOID03.
 PY0511
 PY0511.The dynamic height is computed by dividing the NAVD 88
 PY0511.geopotential number by the normal gravity value computed on the
 PY0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0511.degrees latitude (g = 980.6199 gals.).
 PY0511
 PY0511.The modeled gravity was interpolated from observed gravity values.
 PY0511
 PY0511;                    North         East    Units  Estimated Accuracy
 PY0511;SPC ID E     -   311,340.      255,260.      MT  (+/- 180 meters Scaled)
 PY0511
 PY0511                          SUPERSEDED SURVEY CONTROL
 PY0511
 PY0511  NGVD 29 (??/??/92) 1962.845  (m)         6439.77   (f) ADJ UNCH    1 2
 PY0511
 PY0511.Superseded values are not recommended for survey control.
 PY0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0511.See file dsdata.txt to determine how the superseded data were derived.
 PY0511
 PY0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ624238(NAD 83)
 PY0511_MARKER: DD = SURVEY DISK
 PY0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0511_STAMPING: 5 EAM 6440 1964
 PY0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0511+STABILITY: SURFACE MOTION
 PY0511
 PY0511  HISTORY     - Date     Condition        Report By
 PY0511  HISTORY     - 1964     MONUMENTED       USGS
 PY0511  HISTORY     - 1967     GOOD             NGS
 PY0511
 PY0511                          STATION DESCRIPTION
 PY0511
 PY0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0511'9.15 MI SW FROM MACKS INN.
 PY0511'3.45 MILES SOUTH ALONG U.S. HIGHWAY 20 AND 191 FROM THE POST OFFICE AT
 PY0511'MACKS INN, THENCE 3.8 MILES WEST ALONG A ROAD, THENCE 1.9 MILES WEST
 PY0511'ALONG KILGORE-YALE ROAD, AT A LARGE CLEARING, 91 FEET SOUTH OF THE
 PY0511'CENTER LINE OF THE ROAD, 36 FEET SOUTH OF THE CENTER LINE OF THE
 PY0511'FORMER ALIGNMENT OF THE ROAD, 3.2 FEET WEST OF A WITNESS POST, ABOUT 2
 PY0511'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PY0511'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0474 ***********************************************************************
 NW0474  DESIGNATION -  5 EMH
 NW0474  PID         -  NW0474
 NW0474  STATE/COUNTY-  ID/OWYHEE
 NW0474  USGS QUAD   -  TRIANGLE RESERVOIR (1990)
 NW0474
 NW0474                         *CURRENT SURVEY CONTROL
 NW0474  ___________________________________________________________________
 NW0474* NAD 83(1986)-  42 46 51.     (N)    116 34 27.     (W)     SCALED    
 NW0474* NAVD 88     -      1781.895  (meters)    5846.10   (feet)  POSTED    
 NW0474  ___________________________________________________________________
 NW0474  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0474  DYNAMIC HT  -        1780.750 (meters)    5842.34  (feet)  COMP
 NW0474  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 NW0474
 NW0474  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0474
 NW0474.The horizontal coordinates were scaled from a topographic map and have
 NW0474.an estimated accuracy of +/- 6 seconds.
 NW0474
 NW0474.The orthometric height was determined by differential leveling
 NW0474.and adjusted by the National Geodetic Survey in 1992..
 NW0474.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0474.rate of 0.0 thru 1.0 mm/km.
 NW0474
 NW0474.The geoid height was determined by GEOID03.
 NW0474
 NW0474.The dynamic height is computed by dividing the NAVD 88
 NW0474.geopotential number by the normal gravity value computed on the
 NW0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0474.degrees latitude (g = 980.6199 gals.).
 NW0474
 NW0474.The modeled gravity was interpolated from observed gravity values.
 NW0474
 NW0474;                    North         East    Units  Estimated Accuracy
 NW0474;SPC ID W     -   124,080.      732,560.      MT  (+/- 180 meters Scaled)
 NW0474
 NW0474                          SUPERSEDED SURVEY CONTROL
 NW0474
 NW0474.No superseded survey control is available for this station.
 NW0474
 NW0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH348365(NAD 83)
 NW0474_MARKER: DD = SURVEY DISK
 NW0474_SETTING: 80 = SET IN A BOULDER
 NW0474_SP_SET: IN DRILL HOLE IN A BOULDER
 NW0474_STAMPING: 5 EMH 1972 5842
 NW0474_MARK LOGO: USGS  
 NW0474_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0474+STABILITY: SURFACE MOTION
 NW0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0474+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0474
 NW0474  HISTORY     - Date     Condition        Report By
 NW0474  HISTORY     - 1972     MONUMENTED       USGS
 NW0474
 NW0474                          STATION DESCRIPTION
 NW0474
 NW0474'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0474'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0474'ROAD, THENCE 4.2 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, ABOUT 0.1
 NW0474'MILE SOUTHEAST OF A TRACK ROAD NORTH, NORTHEAST AND ACROSS THE ROAD
 NW0474'FROM THE SOUTHEAST EDGE OF A LARGE BOULDER STREWN AREA, 17 FEET
 NW0474'NORTHEAST AND ABOUT 2.0 FEET HIGHER THAN THE CENTERLINE OF THE ROAD,
 NW0474'PROJECTING 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0431 ***********************************************************************
 NW0431  DESIGNATION -  5 FMK
 NW0431  PID         -  NW0431
 NW0431  STATE/COUNTY-  ID/OWYHEE
 NW0431  USGS QUAD   -  STONEHOUSE CREEK (1990)
 NW0431
 NW0431                         *CURRENT SURVEY CONTROL
 NW0431  ___________________________________________________________________
 NW0431* NAD 83(1986)-  42 54 24.     (N)    116 56 17.     (W)     SCALED    
 NW0431* NAVD 88     -      1563.851  (meters)    5130.73   (feet)  POSTED    
 NW0431  ___________________________________________________________________
 NW0431  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 NW0431  DYNAMIC HT  -        1562.950 (meters)    5127.78  (feet)  COMP
 NW0431  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 NW0431
 NW0431  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0431
 NW0431.The horizontal coordinates were scaled from a topographic map and have
 NW0431.an estimated accuracy of +/- 6 seconds.
 NW0431
 NW0431.The orthometric height was determined by differential leveling
 NW0431.and adjusted by the National Geodetic Survey in 1992..
 NW0431.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0431.rate of 1.1 thru 2.0 mm/km.
 NW0431
 NW0431.The geoid height was determined by GEOID03.
 NW0431
 NW0431.The dynamic height is computed by dividing the NAVD 88
 NW0431.geopotential number by the normal gravity value computed on the
 NW0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0431.degrees latitude (g = 980.6199 gals.).
 NW0431
 NW0431.The modeled gravity was interpolated from observed gravity values.
 NW0431
 NW0431;                    North         East    Units  Estimated Accuracy
 NW0431;SPC ID W     -   138,410.      702,980.      MT  (+/- 180 meters Scaled)
 NW0431
 NW0431                          SUPERSEDED SURVEY CONTROL
 NW0431
 NW0431  NGVD 29 (??/??/92) 1562.73   (m)         5127.1    (f) COMPUTED    2 0
 NW0431
 NW0431.Superseded values are not recommended for survey control.
 NW0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0431.See file dsdata.txt to determine how the superseded data were derived.
 NW0431
 NW0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH050504(NAD 83)
 NW0431_MARKER: DD = SURVEY DISK
 NW0431_SETTING: 66 = SET IN ROCK OUTCROP
 NW0431_SP_SET: ROCK OUTCROP
 NW0431_STAMPING: 5 FMK 1964
 NW0431_MARK LOGO: USGS  
 NW0431_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0431+STABILITY: POSITION/ELEVATION WELL
 NW0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0431+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0431
 NW0431  HISTORY     - Date     Condition        Report By
 NW0431  HISTORY     - 1964     MONUMENTED       USGS
 NW0431
 NW0431                          STATION DESCRIPTION
 NW0431
 NW0431'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0431'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0431'SOUTHEAST ALONG COUNTY ROAD, THENCE 4.9 MILES SOUTHEAST ALONG FLINT
 NW0431'CREEK ROAD, 84 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH
 NW0431'OF A WITNESS POST, IN THE TOP OF A ROCK OUTCROP, 3 FEET HIGHER THAN
 NW0431'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0299 ***********************************************************************
 OY0299  DESIGNATION -  5 KK
 OY0299  PID         -  OY0299
 OY0299  STATE/COUNTY-  ID/BINGHAM
 OY0299  USGS QUAD   -  FIRTH (1979)
 OY0299
 OY0299                         *CURRENT SURVEY CONTROL
 OY0299  ___________________________________________________________________
 OY0299* NAD 83(1986)-  43 18 05.     (N)    112 13 58.     (W)     SCALED    
 OY0299* NAVD 88     -      1390.539  (meters)    4562.13   (feet)  ADJUSTED  
 OY0299  ___________________________________________________________________
 OY0299  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 OY0299  DYNAMIC HT  -        1389.780 (meters)    4559.64  (feet)  COMP
 OY0299  MODELED GRAV-     980,025.8   (mgal)                       NAVD 88
 OY0299
 OY0299  VERT ORDER  -  SECOND    CLASS 0
 OY0299
 OY0299.The horizontal coordinates were scaled from a topographic map and have
 OY0299.an estimated accuracy of +/- 6 seconds.
 OY0299
 OY0299.The orthometric height was determined by differential leveling
 OY0299.and adjusted by the National Geodetic Survey in June 1991..
 OY0299
 OY0299.The geoid height was determined by GEOID03.
 OY0299
 OY0299.The dynamic height is computed by dividing the NAVD 88
 OY0299.geopotential number by the normal gravity value computed on the
 OY0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0299.degrees latitude (g = 980.6199 gals.).
 OY0299
 OY0299.The modeled gravity was interpolated from observed gravity values.
 OY0299
 OY0299;                    North         East    Units  Estimated Accuracy
 OY0299;SPC ID E     -   181,580.      194,640.      MT  (+/- 180 meters Scaled)
 OY0299
 OY0299                          SUPERSEDED SURVEY CONTROL
 OY0299
 OY0299  NGVD 29 (??/??/92) 1389.461  (m)         4558.59   (f) ADJ UNCH    2 0
 OY0299
 OY0299.Superseded values are not recommended for survey control.
 OY0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0299.See file dsdata.txt to determine how the superseded data were derived.
 OY0299
 OY0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN000950(NAD 83)
 OY0299_MARKER: DD = SURVEY DISK
 OY0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0299_STAMPING: 5 KK 4559 1948
 OY0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0299+STABILITY: SURFACE MOTION
 OY0299
 OY0299  HISTORY     - Date     Condition        Report By
 OY0299  HISTORY     - 1948     MONUMENTED       USGS
 OY0299  HISTORY     - 1959     GOOD             NGS
 OY0299
 OY0299                          STATION DESCRIPTION
 OY0299
 OY0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OY0299'2.4 MI SW FROM RIVERVIEW SCHOOL.
 OY0299'0.5 MILE WEST ON GRAVEL ROAD FROM THE RIVERVIEW SCHOOL (1.7 MILES
 OY0299'NORTHWEST OF FIRTH) TO A CROSS ROAD, THENCE 1.9 MILES SOUTHWEST ALONG
 OY0299'THE NORTHWEST AND THE SOUTHEAST SIDE OF A CANAL TO A GROUP OF RANCH
 OY0299'BUILDINGS, 30 FEET WEST OF A T INTERSECTION, 2 FEET EAST OF A
 OY0299'NORTH-SOUTH FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 3
 OY0299'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0529 ***********************************************************************
 NW0529  DESIGNATION -  5 MDC
 NW0529  PID         -  NW0529
 NW0529  STATE/COUNTY-  ID/OWYHEE
 NW0529  USGS QUAD   -  CLIFFS (1973)
 NW0529
 NW0529                         *CURRENT SURVEY CONTROL
 NW0529  ___________________________________________________________________
 NW0529* NAD 83(1986)-  42 38 53.     (N)    116 59 44.     (W)     SCALED    
 NW0529* NAVD 88     -      1530.269  (meters)    5020.56   (feet)  POSTED    
 NW0529  ___________________________________________________________________
 NW0529  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 NW0529  DYNAMIC HT  -        1529.350 (meters)    5017.54  (feet)  COMP
 NW0529  MODELED GRAV-     979,967.7   (mgal)                       NAVD 88
 NW0529
 NW0529  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0529
 NW0529.The horizontal coordinates were scaled from a topographic map and have
 NW0529.an estimated accuracy of +/- 6 seconds.
 NW0529
 NW0529.The orthometric height was determined by differential leveling
 NW0529.and adjusted by the National Geodetic Survey in 1992..
 NW0529.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0529.rate of 0.0 thru 1.0 mm/km.
 NW0529
 NW0529.The geoid height was determined by GEOID03.
 NW0529
 NW0529.The dynamic height is computed by dividing the NAVD 88
 NW0529.geopotential number by the normal gravity value computed on the
 NW0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0529.degrees latitude (g = 980.6199 gals.).
 NW0529
 NW0529.The modeled gravity was interpolated from observed gravity values.
 NW0529
 NW0529;                    North         East    Units  Estimated Accuracy
 NW0529;SPC ID W     -   109,750.      697,870.      MT  (+/- 180 meters Scaled)
 NW0529
 NW0529                          SUPERSEDED SURVEY CONTROL
 NW0529
 NW0529  NGVD 29 (??/??/92) 1529.14   (m)         5016.9    (f) COMPUTED    2 0
 NW0529
 NW0529.Superseded values are not recommended for survey control.
 NW0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0529.See file dsdata.txt to determine how the superseded data were derived.
 NW0529
 NW0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH003217(NAD 83)
 NW0529_MARKER: DD = SURVEY DISK
 NW0529_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0529_SP_SET: COPPER-CLAD STEEL ROD
 NW0529_STAMPING: 5 MDC 1973 5017
 NW0529_MARK LOGO: USGS  
 NW0529_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0529+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0529
 NW0529  HISTORY     - Date     Condition        Report By
 NW0529  HISTORY     - 1973     MONUMENTED       USGS
 NW0529
 NW0529                          STATION DESCRIPTION
 NW0529
 NW0529'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0529'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0529'SOUTH ALONG A GRAVELED ROAD, THENCE 4.8 MILES SOUTH ALONG A DIRT ROAD
 NW0529'TOWARD GRANDVIEW, IDAHO, AT A TRACK ROAD TO THE SOUTHWEST, ABOUT 0.1
 NW0529'MILE SOUTHWEST OF THE MAIN ROAD, 64 FEET NORTHWEST OF THE CENTERLINE
 NW0529'OF THE TRACK ROAD, AT A FENCE LINE RUNNING NORTHWEST-SOUTHEAST, 14
 NW0529'FEET NORTHWEST OF A WITNESS SIGN ON THE FENCE, IN LINE WITH THE FENCE,
 NW0529'SET ON A 5/8-INCH COPPER-COATED ROD ENCASED IN 6-INCH BLACK DRAIN
 NW0529'PIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0384 ***********************************************************************
 OZ0384  DESIGNATION -  50 E
 OZ0384  PID         -  OZ0384
 OZ0384  STATE/COUNTY-  ID/ELMORE
 OZ0384  USGS QUAD   -  MOUNT EVERLY (1972)
 OZ0384
 OZ0384                         *CURRENT SURVEY CONTROL
 OZ0384  ___________________________________________________________________
 OZ0384* NAD 83(1986)-  43 52 48.     (N)    115 00 04.     (W)     SCALED    
 OZ0384* NAVD 88     -      2369.302  (meters)    7773.28   (feet)  ADJUSTED  
 OZ0384  ___________________________________________________________________
 OZ0384  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 OZ0384  DYNAMIC HT  -        2367.668 (meters)    7767.92  (feet)  COMP
 OZ0384  MODELED GRAV-     979,843.2   (mgal)                       NAVD 88
 OZ0384
 OZ0384  VERT ORDER  -  SECOND    CLASS 0
 OZ0384
 OZ0384.The horizontal coordinates were scaled from a topographic map and have
 OZ0384.an estimated accuracy of +/- 6 seconds.
 OZ0384
 OZ0384.The orthometric height was determined by differential leveling
 OZ0384.and adjusted by the National Geodetic Survey in June 1991..
 OZ0384
 OZ0384.The geoid height was determined by GEOID03.
 OZ0384
 OZ0384.The dynamic height is computed by dividing the NAVD 88
 OZ0384.geopotential number by the normal gravity value computed on the
 OZ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0384.degrees latitude (g = 980.6199 gals.).
 OZ0384
 OZ0384.The modeled gravity was interpolated from observed gravity values.
 OZ0384
 OZ0384;                    North         East    Units  Estimated Accuracy
 OZ0384;SPC ID W     -   246,130.      860,180.      MT  (+/- 180 meters Scaled)
 OZ0384
 OZ0384                          SUPERSEDED SURVEY CONTROL
 OZ0384
 OZ0384  NGVD 29 (??/??/92) 2367.918  (m)         7768.74   (f) ADJ UNCH    2 0
 OZ0384
 OZ0384.Superseded values are not recommended for survey control.
 OZ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0384.See file dsdata.txt to determine how the superseded data were derived.
 OZ0384
 OZ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ605604(NAD 83)
 OZ0384_MARKER: DD = SURVEY DISK
 OZ0384_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0384_SP_SET: ROCK OUTCROP
 OZ0384_STAMPING: 50 E 1936
 OZ0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0384+STABILITY: POSITION/ELEVATION WELL
 OZ0384
 OZ0384  HISTORY     - Date     Condition        Report By
 OZ0384  HISTORY     - UNK      MONUMENTED       USGS
 OZ0384  HISTORY     - 1950     GOOD             NGS
 OZ0384  HISTORY     - 1951     GOOD             NGS
 OZ0384
 OZ0384                          STATION DESCRIPTION
 OZ0384
 OZ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0384'10.5 MI NE FROM ATLANTA.
 OZ0384'4.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0384'POST OFFICE AT ATLANTA, THENCE 6.5 MILES NORTHEAST ALONG MATTINGLY
 OZ0384'TRAIL, AT THE NORTHEAST EDGE OF A ROCKY FLAT, 83 FEET SOUTHEAST OF AND
 OZ0384'ACROSS THE TRAIL FROM A LARGE BOULDER WHICH PROJECTS ABOUT 10 FEET
 OZ0384'ABOVE THE GROUND AND MARKED WITH A WHITE PAINTED ARROW, 50 FEET
 OZ0384'NORTHWEST OF A FALLS IN MATTINGLY CREEK, 48 FEET SOUTHEAST OF THE
 OZ0384'CENTER LINE OF THE TRAIL, 31 FEET NORTH OF THE SOUTH EDGE OF A HIGH
 OZ0384'ROCKY LEDGE, IN THE TOP AND NEAR THE NORTHEAST EDGE OF A HIGH FLAT
 OZ0384'ROCK OUTCROP, AND MARKED BY A PAINTED B M.
 OZ0384
 OZ0384                          STATION RECOVERY (1951)
 OZ0384
 OZ0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0520 ***********************************************************************
 NW0520  DESIGNATION -  50 EMH
 NW0520  PID         -  NW0520
 NW0520  STATE/COUNTY-  ID/OWYHEE
 NW0520  USGS QUAD   -  WICKAHONEY POINT (1972)
 NW0520
 NW0520                         *CURRENT SURVEY CONTROL
 NW0520  ___________________________________________________________________
 NW0520* NAD 83(1986)-  42 27 07.     (N)    116 04 17.     (W)     SCALED    
 NW0520* NAVD 88     -      1771.897  (meters)    5813.30   (feet)  POSTED    
 NW0520  ___________________________________________________________________
 NW0520  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 NW0520  DYNAMIC HT  -        1770.680 (meters)    5809.31  (feet)  COMP
 NW0520  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 NW0520
 NW0520  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0520
 NW0520.The horizontal coordinates were scaled from a topographic map and have
 NW0520.an estimated accuracy of +/- 6 seconds.
 NW0520
 NW0520.The orthometric height was determined by differential leveling
 NW0520.and adjusted by the National Geodetic Survey in 1992..
 NW0520.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0520.rate of 0.0 thru 1.0 mm/km.
 NW0520
 NW0520.The geoid height was determined by GEOID03.
 NW0520
 NW0520.The dynamic height is computed by dividing the NAVD 88
 NW0520.geopotential number by the normal gravity value computed on the
 NW0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0520.degrees latitude (g = 980.6199 gals.).
 NW0520
 NW0520.The modeled gravity was interpolated from observed gravity values.
 NW0520
 NW0520;                    North         East    Units  Estimated Accuracy
 NW0520;SPC ID W     -    87,270.      773,560.      MT  (+/- 180 meters Scaled)
 NW0520
 NW0520                          SUPERSEDED SURVEY CONTROL
 NW0520
 NW0520.No superseded survey control is available for this station.
 NW0520
 NW0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH763003(NAD 83)
 NW0520_MARKER: DD = SURVEY DISK
 NW0520_SETTING: 66 = SET IN ROCK OUTCROP
 NW0520_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0520_STAMPING: 50 EMH 1972 5809
 NW0520_MARK LOGO: USGS  
 NW0520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0520+STABILITY: POSITION/ELEVATION WELL
 NW0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0520+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0520
 NW0520  HISTORY     - Date     Condition        Report By
 NW0520  HISTORY     - 1972     MONUMENTED       USGS
 NW0520
 NW0520                          STATION DESCRIPTION
 NW0520
 NW0520'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0520'FROM GRASMERE, IDAHO, PROCEED 4.0 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NW0520'14.5 MILES SOUTHEAST ALONG GRADED ROAD, 0.2 MILES SOUTH AND 5.5 MILES
 NW0520'WEST OF WICKAHONEY RANCH HOUSE, 0.7 MILES WEST OF DUNCAN CREEK, AT THE
 NW0520'TOP OF THE WEST END OF A LONG GRADE, 125 FEET NORTHWEST OF THE NORTH
 NW0520'END OF A PROMINENT ROCK OUTCROP, 48 FEET SOUTH AND ABOUT LEVEL WITH
 NW0520'THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1007 ***********************************************************************
 OY1007  DESIGNATION -  50 HLS
 OY1007  PID         -  OY1007
 OY1007  STATE/COUNTY-  ID/BUTTE
 OY1007  USGS QUAD   -  BIG LOST RIVER SINKS (1969)
 OY1007
 OY1007                         *CURRENT SURVEY CONTROL
 OY1007  ___________________________________________________________________
 OY1007* NAD 83(1986)-  43 48 59.     (N)    112 47 50.     (W)     SCALED    
 OY1007* NAVD 88     -      1460.558  (meters)    4791.85   (feet)  ADJUSTED  
 OY1007  ___________________________________________________________________
 OY1007  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 OY1007  DYNAMIC HT  -        1459.828 (meters)    4789.45  (feet)  COMP
 OY1007  MODELED GRAV-     980,067.5   (mgal)                       NAVD 88
 OY1007
 OY1007  VERT ORDER  -  FIRST     CLASS II
 OY1007
 OY1007.The horizontal coordinates were scaled from a topographic map and have
 OY1007.an estimated accuracy of +/- 6 seconds.
 OY1007
 OY1007.The orthometric height was determined by differential leveling
 OY1007.and adjusted by the National Geodetic Survey in December 1992..
 OY1007
 OY1007.The geoid height was determined by GEOID03.
 OY1007
 OY1007.The dynamic height is computed by dividing the NAVD 88
 OY1007.geopotential number by the normal gravity value computed on the
 OY1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1007.degrees latitude (g = 980.6199 gals.).
 OY1007
 OY1007.The modeled gravity was interpolated from observed gravity values.
 OY1007
 OY1007;                    North         East    Units  Estimated Accuracy
 OY1007;SPC ID C     -   239,500.      596,760.      MT  (+/- 180 meters Scaled)
 OY1007
 OY1007                          SUPERSEDED SURVEY CONTROL
 OY1007
 OY1007  NGVD 29 (08/20/92) 1459.501  (m)         4788.38   (f) ADJUSTED    1 2
 OY1007
 OY1007.Superseded values are not recommended for survey control.
 OY1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1007.See file dsdata.txt to determine how the superseded data were derived.
 OY1007
 OY1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP554530(NAD 83)
 OY1007_MARKER: DB = BENCH MARK DISK
 OY1007_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OY1007_SP_SET: COPPER-CLAD STEEL ROD
 OY1007_STAMPING: 50 HLS 1967 4789
 OY1007_MARK LOGO: USGS  
 OY1007_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1007_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1007+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY1007
 OY1007  HISTORY     - Date     Condition        Report By
 OY1007  HISTORY     - 1967     MONUMENTED       USGS
 OY1007  HISTORY     - 19920331 GOOD             NGS
 OY1007
 OY1007                          STATION DESCRIPTION
 OY1007
 OY1007'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1007'FROM THE POST OFFICE IN HOWE, IDAHO PROCEED 8.5 MILES EAST ALONG
 OY1007'HIGHWAYS 22 AND 88, THENCE 1.9 MILES NORTHEAST ALONG POWER LINE
 OY1007'SERVICE ROAD, 76 FEET SOUTHEAST OF THE SERVICE ROAD, 32 FEET EAST OF
 OY1007'A POWER POLE MARKED -34- ON CROSSBAR, 2 FEET WEST OF A WITNESS POST,
 OY1007'SET ON A COPPER-COATED ROD (DRIVEN TO REFUSAL) FLUSH WITH THE GROUND.
 OY1007
 OY1007                          STATION RECOVERY (1992)
 OY1007
 OY1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1007'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1007'OFFICE IN HOWE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY
 OY1007'22, THENCE 3.2 KM (2.00 MI) NORTHEASTERLY ALONG A DIRT ROAD, 23.6 M
 OY1007'(77.4 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTER, AND 0.7 M (2.3
 OY1007'FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH
 OY1007'PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0042 ***********************************************************************
 OH0042  DESIGNATION -  50.0
 OH0042  PID         -  OH0042
 OH0042  STATE/COUNTY-  ID/ADA
 OH0042  USGS QUAD   -  BOISE SOUTH (1976)
 OH0042
 OH0042                         *CURRENT SURVEY CONTROL
 OH0042  ___________________________________________________________________
 OH0042* NAD 83(1986)-  43 35 19.     (N)    116 14 37.     (W)     SCALED    
 OH0042* NAVD 88     -       843.584  (meters)    2767.66   (feet)  ADJUSTED  
 OH0042  ___________________________________________________________________
 OH0042  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 OH0042  DYNAMIC HT  -         843.258 (meters)    2766.59  (feet)  COMP
 OH0042  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 OH0042
 OH0042  VERT ORDER  -  SECOND    CLASS 0
 OH0042
 OH0042.The horizontal coordinates were scaled from a topographic map and have
 OH0042.an estimated accuracy of +/- 6 seconds.
 OH0042
 OH0042.The orthometric height was determined by differential leveling
 OH0042.and adjusted by the National Geodetic Survey in June 1991..
 OH0042
 OH0042.The geoid height was determined by GEOID03.
 OH0042
 OH0042.The dynamic height is computed by dividing the NAVD 88
 OH0042.geopotential number by the normal gravity value computed on the
 OH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0042.degrees latitude (g = 980.6199 gals.).
 OH0042
 OH0042.The modeled gravity was interpolated from observed gravity values.
 OH0042
 OH0042;                    North         East    Units  Estimated Accuracy
 OH0042;SPC ID W     -   213,600.      760,140.      MT  (+/- 180 meters Scaled)
 OH0042
 OH0042                          SUPERSEDED SURVEY CONTROL
 OH0042
 OH0042  NGVD 29 (??/??/92)  842.622  (m)         2764.50   (f) ADJ UNCH    2 0
 OH0042
 OH0042.Superseded values are not recommended for survey control.
 OH0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0042.See file dsdata.txt to determine how the superseded data were derived.
 OH0042
 OH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ610264(NAD 83)
 OH0042_MARKER: DD = SURVEY DISK
 OH0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0042_STAMPING: 50.0 121+5 P.O.T.
 OH0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0042+STABILITY: SURFACE MOTION
 OH0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH0042+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 OH0042
 OH0042  HISTORY     - Date     Condition        Report By
 OH0042  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0042  HISTORY     - 1950     GOOD             NGS
 OH0042  HISTORY     - 20020827 GOOD             USPSQD
 OH0042
 OH0042                          STATION DESCRIPTION
 OH0042
 OH0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OH0042'2.6 MI W FROM BOISE.
 OH0042'1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OH0042'BOISE, THENCE 1.1 MILES SOUTH ALONG ORCHARD AVENUE, ABOUT 0.1 MILE
 OH0042'SOUTH OF THE INTERSECTION OF OVERLAND STREET, AT THE JUNCTION OF A
 OH0042'ROAD LEADING SOUTHEAST TO THE BOISE COUNTRY CLUB, AT THE NORTH END OF
 OH0042'A DEEP CUT, 49 FEET WEST OF THE CENTER LINE OF THE AVENUE, 1.3 FEET
 OH0042'NORTH OF A WITNESS POST, 0.4 FOOT SOUTHEAST OF A FENCE CORNER POST, 5
 OH0042'FEET HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST
 OH0042'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 OH0042
 OH0042                          STATION RECOVERY (2002)
 OH0042
 OH0042'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH0042'WITNESS POST NO LONGER EXISTS. MARKER IS BEHIND A LARGE SHRUB AND 3
 OH0042'FEET SE OF EXISTING FENCE CORNERPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0057 ***********************************************************************
 QB0057  DESIGNATION -  5001
 QB0057  PID         -  QB0057
 QB0057  STATE/COUNTY-  ID/VALLEY
 QB0057  USGS QUAD   -  MC CALL (1973)
 QB0057
 QB0057                         *CURRENT SURVEY CONTROL
 QB0057  ___________________________________________________________________
 QB0057* NAD 83(1986)-  44 54 43.     (N)    116 07 05.     (W)     SCALED    
 QB0057* NAVD 88     -      1525.765  (meters)    5005.78   (feet)  ADJUSTED  
 QB0057  ___________________________________________________________________
 QB0057  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 QB0057  DYNAMIC HT  -        1525.116 (meters)    5003.65  (feet)  COMP
 QB0057  MODELED GRAV-     980,138.2   (mgal)                       NAVD 88
 QB0057
 QB0057  VERT ORDER  -  SECOND    CLASS 0
 QB0057
 QB0057.The horizontal coordinates were scaled from a topographic map and have
 QB0057.an estimated accuracy of +/- 6 seconds.
 QB0057
 QB0057.The orthometric height was determined by differential leveling
 QB0057.and adjusted by the National Geodetic Survey in June 1991..
 QB0057
 QB0057.The geoid height was determined by GEOID03.
 QB0057
 QB0057.The dynamic height is computed by dividing the NAVD 88
 QB0057.geopotential number by the normal gravity value computed on the
 QB0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0057.degrees latitude (g = 980.6199 gals.).
 QB0057
 QB0057.The modeled gravity was interpolated from observed gravity values.
 QB0057
 QB0057;                    North         East    Units  Estimated Accuracy
 QB0057;SPC ID W     -   360,590.      770,940.      MT  (+/- 180 meters Scaled)
 QB0057
 QB0057                          SUPERSEDED SURVEY CONTROL
 QB0057
 QB0057  NGVD 29 (??/??/92) 1524.598  (m)         5001.95   (f) ADJ UNCH    2 0
 QB0057
 QB0057.Superseded values are not recommended for survey control.
 QB0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0057.See file dsdata.txt to determine how the superseded data were derived.
 QB0057
 QB0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK696735(NAD 83)
 QB0057_MARKER: DB = BENCH MARK DISK
 QB0057_SETTING: 80 = SET IN A BOULDER
 QB0057_SP_SET: BOULDER
 QB0057_STAMPING: 5001
 QB0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0057+STABILITY: SURFACE MOTION
 QB0057
 QB0057  HISTORY     - Date     Condition        Report By
 QB0057  HISTORY     - UNK      MONUMENTED       CGS
 QB0057  HISTORY     - 1935     GOOD             NGS
 QB0057  HISTORY     - 1959     MARK NOT FOUND   NGS
 QB0057
 QB0057                          STATION DESCRIPTION
 QB0057
 QB0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0057'1.1 MI W FROM MCCALL.
 QB0057'1.1 MILE WEST OF, ALONG ST. HWY. 15, FROM RAILROAD STATION.  56.7 FEET
 QB0057'NORTHEAST OF EAST END OF THE NORTH GUARD RAIL OF CONCRETE BRIDGE OVER
 QB0057'NORTH FORK OF PAYETTE RIVER.  47 FEET NORTH OF HIGHWAY CENTERLINE.
 QB0057'UNDER THE TELEPHONE LINE.  TABLET SET IN GRANITE BOULDER PROJECTING
 QB0057'2.5 FEET ABOVE THE GROUND.
 QB0057
 QB0057                          STATION RECOVERY (1959)
 QB0057
 QB0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QB0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0479 ***********************************************************************
 OX0479  DESIGNATION -  5010
 OX0479  PID         -  OX0479
 OX0479  STATE/COUNTY-  ID/BONNEVILLE
 OX0479  USGS QUAD   -  POPLAR (1979)
 OX0479
 OX0479                         *CURRENT SURVEY CONTROL
 OX0479  ___________________________________________________________________
 OX0479* NAD 83(1986)-  43 37 25.     (N)    111 42 20.     (W)     SCALED    
 OX0479* NAVD 88     -      1527.845  (meters)    5012.60   (feet)  ADJUSTED  
 OX0479  ___________________________________________________________________
 OX0479  GEOID HEIGHT-         -10.90  (meters)                     GEOID03
 OX0479  DYNAMIC HT  -        1527.031 (meters)    5009.93  (feet)  COMP
 OX0479  MODELED GRAV-     980,032.5   (mgal)                       NAVD 88
 OX0479
 OX0479  VERT ORDER  -  FIRST     CLASS II
 OX0479
 OX0479.The horizontal coordinates were scaled from a topographic map and have
 OX0479.an estimated accuracy of +/- 6 seconds.
 OX0479
 OX0479.The orthometric height was determined by differential leveling
 OX0479.and adjusted by the National Geodetic Survey in June 1991..
 OX0479
 OX0479.The geoid height was determined by GEOID03.
 OX0479
 OX0479.The dynamic height is computed by dividing the NAVD 88
 OX0479.geopotential number by the normal gravity value computed on the
 OX0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0479.degrees latitude (g = 980.6199 gals.).
 OX0479
 OX0479.The modeled gravity was interpolated from observed gravity values.
 OX0479
 OX0479;                    North         East    Units  Estimated Accuracy
 OX0479;SPC ID E     -   217,480.      237,220.      MT  (+/- 180 meters Scaled)
 OX0479
 OX0479                          SUPERSEDED SURVEY CONTROL
 OX0479
 OX0479  NGVD 29 (??/??/92) 1526.733  (m)         5008.96   (f) ADJ UNCH    1 2
 OX0479
 OX0479.Superseded values are not recommended for survey control.
 OX0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0479.See file dsdata.txt to determine how the superseded data were derived.
 OX0479
 OX0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP430303(NAD 83)
 OX0479_MARKER: Q = CHISELED SQUARE
 OX0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0479_SP_SET: CULVERT
 OX0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0479
 OX0479  HISTORY     - Date     Condition        Report By
 OX0479  HISTORY     - UNK      MONUMENTED       USGS
 OX0479  HISTORY     - 1951     GOOD             NGS
 OX0479
 OX0479                          STATION DESCRIPTION
 OX0479
 OX0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0479'3.7 MI E FROM RIRIE.
 OX0479'3.7 MILES EAST ALONG STATE HIGHWAY 29 FROM RIRIE, 7.7 MILES NORTHWEST
 OX0479'OF ANTELOPE SCHOOL, ABOUT 600 FEET EAST OF A STONE HOUSE NEAR THE
 OX0479'HIGHWAY, ABOUT 300 FEET NORTHWEST OF A STONE BARN, AT A CULVERT
 OX0479'PAINTED US BM 5010 AND CARRYING AN IRRIGATION DITCH, AND ON THE TOP OF
 OX0479'THE SOUTH CONCRETE HEADWALL.  NOTE-- 6.1 MILES SOUTH OF THE RAILROAD
 OX0479'STATIOIN AT RIRIE, 3.6 MILES EAST ALONG U. S. HIGHWAY 26, FOUND AS
 OX0479'DESCRIBED IN LITHOGRAPHED LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0210 ***********************************************************************
 OZ0210  DESIGNATION -  5010.07
 OZ0210  PID         -  OZ0210
 OZ0210  STATE/COUNTY-  ID/CAMAS
 OZ0210  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0210
 OZ0210                         *CURRENT SURVEY CONTROL
 OZ0210  ___________________________________________________________________
 OZ0210* NAD 83(1986)-  43 18 51.     (N)    114 41 32.     (W)     SCALED    
 OZ0210* NAVD 88     -      1526.873  (meters)    5009.42   (feet)  ADJUSTED  
 OZ0210  ___________________________________________________________________
 OZ0210  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 OZ0210  DYNAMIC HT  -        1525.996 (meters)    5006.54  (feet)  COMP
 OZ0210  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 OZ0210
 OZ0210  VERT ORDER  -  SECOND    CLASS 0
 OZ0210
 OZ0210.The horizontal coordinates were scaled from a topographic map and have
 OZ0210.an estimated accuracy of +/- 6 seconds.
 OZ0210
 OZ0210.The orthometric height was determined by differential leveling
 OZ0210.and adjusted by the National Geodetic Survey in June 1991..
 OZ0210
 OZ0210.The geoid height was determined by GEOID03.
 OZ0210
 OZ0210.The dynamic height is computed by dividing the NAVD 88
 OZ0210.geopotential number by the normal gravity value computed on the
 OZ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0210.degrees latitude (g = 980.6199 gals.).
 OZ0210
 OZ0210.The modeled gravity was interpolated from observed gravity values.
 OZ0210
 OZ0210;                    North         East    Units  Estimated Accuracy
 OZ0210;SPC ID C     -   183,230.      443,850.      MT  (+/- 180 meters Scaled)
 OZ0210
 OZ0210                          SUPERSEDED SURVEY CONTROL
 OZ0210
 OZ0210  NGVD 29 (??/??/92) 1525.803  (m)         5005.91   (f) ADJ UNCH    2 0
 OZ0210
 OZ0210.Superseded values are not recommended for survey control.
 OZ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0210.See file dsdata.txt to determine how the superseded data were derived.
 OZ0210
 OZ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH871982(NAD 83)
 OZ0210_MARKER: DD = SURVEY DISK
 OZ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0210_STAMPING: 5010.07 1519+42.0
 OZ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0210+STABILITY: SURFACE MOTION
 OZ0210
 OZ0210  HISTORY     - Date     Condition        Report By
 OZ0210  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0210  HISTORY     - 1950     GOOD             NGS
 OZ0210  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0210  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0210
 OZ0210                          STATION DESCRIPTION
 OZ0210
 OZ0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0210'7.1 MI E FROM FAIRFIELD.
 OZ0210'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0210'THENCE 4.8 MILE EAST ALONG STATE HIGHWAY 22, THENCE 2.0 MILES SOUTH
 OZ0210'ALONG STATE HIGHWAY 46, 149 FEET NORTH OF THE CENTER OF THE
 OZ0210'INTERSECTION OF AN EAST-WEST DIRT ROAD, 72.0 FEET SOUTHEAST OF THE
 OZ0210'CENTER OF THE EAST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 39
 OZ0210'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTH OF THE
 OZ0210'CENTER LINE OF A TRACK ROAD LEADING EAST, 0.2 FOOT EAST OF A FENCE,
 OZ0210'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0210'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OZ0210
 OZ0210                          STATION RECOVERY (1957)
 OZ0210
 OZ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0210'MARK NOT FOUND.
 OZ0210
 OZ0210                          STATION RECOVERY (1981)
 OZ0210
 OZ0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0209 ***********************************************************************
 OZ0209  DESIGNATION -  5010.07 RM
 OZ0209  PID         -  OZ0209
 OZ0209  STATE/COUNTY-  ID/CAMAS
 OZ0209  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0209
 OZ0209                         *CURRENT SURVEY CONTROL
 OZ0209  ___________________________________________________________________
 OZ0209* NAD 83(1986)-  43 18 51.     (N)    114 41 34.     (W)     SCALED    
 OZ0209* NAVD 88     -      1526.979  (meters)    5009.76   (feet)  ADJUSTED  
 OZ0209  ___________________________________________________________________
 OZ0209  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 OZ0209  DYNAMIC HT  -        1526.101 (meters)    5006.88  (feet)  COMP
 OZ0209  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 OZ0209
 OZ0209  VERT ORDER  -  SECOND    CLASS 0
 OZ0209
 OZ0209.The horizontal coordinates were scaled from a topographic map and have
 OZ0209.an estimated accuracy of +/- 6 seconds.
 OZ0209
 OZ0209.The orthometric height was determined by differential leveling
 OZ0209.and adjusted by the National Geodetic Survey in June 1991..
 OZ0209
 OZ0209.The geoid height was determined by GEOID03.
 OZ0209
 OZ0209.The dynamic height is computed by dividing the NAVD 88
 OZ0209.geopotential number by the normal gravity value computed on the
 OZ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0209.degrees latitude (g = 980.6199 gals.).
 OZ0209
 OZ0209.The modeled gravity was interpolated from observed gravity values.
 OZ0209
 OZ0209;                    North         East    Units  Estimated Accuracy
 OZ0209;SPC ID C     -   183,230.      443,800.      MT  (+/- 180 meters Scaled)
 OZ0209
 OZ0209                          SUPERSEDED SURVEY CONTROL
 OZ0209
 OZ0209  NGVD 29 (??/??/92) 1525.909  (m)         5006.25   (f) ADJ UNCH    2 0
 OZ0209
 OZ0209.Superseded values are not recommended for survey control.
 OZ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0209.See file dsdata.txt to determine how the superseded data were derived.
 OZ0209
 OZ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH871982(NAD 83)
 OZ0209_MARKER: DD = SURVEY DISK
 OZ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0209+STABILITY: SURFACE MOTION
 OZ0209
 OZ0209  HISTORY     - Date     Condition        Report By
 OZ0209  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0209  HISTORY     - 1950     GOOD             NGS
 OZ0209
 OZ0209                          STATION DESCRIPTION
 OZ0209
 OZ0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0209'7.1 MI E FROM FAIRFIELD.
 OZ0209'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0209'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 2.0 MILES SOUTH
 OZ0209'ALONG STATE HIGHWAY 46, 148 FEET NORTH OF THE CENTER OF THE
 OZ0209'INTERSECTION OF AN EAST-WEST DIRT ROAD, 72.3 FEET SOUTHWEST OF THE
 OZ0209'CENTER OF THE WEST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 40
 OZ0209'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 OZ0209'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 OZ0209'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0207 ***********************************************************************
 OZ0207  DESIGNATION -  5011.09
 OZ0207  PID         -  OZ0207
 OZ0207  STATE/COUNTY-  ID/CAMAS
 OZ0207  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0207
 OZ0207                         *CURRENT SURVEY CONTROL
 OZ0207  ___________________________________________________________________
 OZ0207* NAD 83(1986)-  43 18 34.     (N)    114 41 32.     (W)     SCALED    
 OZ0207* NAVD 88     -      1527.165  (meters)    5010.37   (feet)  ADJUSTED  
 OZ0207  ___________________________________________________________________
 OZ0207  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 OZ0207  DYNAMIC HT  -        1526.287 (meters)    5007.49  (feet)  COMP
 OZ0207  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 OZ0207
 OZ0207  VERT ORDER  -  SECOND    CLASS 0
 OZ0207
 OZ0207.The horizontal coordinates were scaled from a topographic map and have
 OZ0207.an estimated accuracy of +/- 6 seconds.
 OZ0207
 OZ0207.The orthometric height was determined by differential leveling
 OZ0207.and adjusted by the National Geodetic Survey in June 1991..
 OZ0207
 OZ0207.The geoid height was determined by GEOID03.
 OZ0207
 OZ0207.The dynamic height is computed by dividing the NAVD 88
 OZ0207.geopotential number by the normal gravity value computed on the
 OZ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0207.degrees latitude (g = 980.6199 gals.).
 OZ0207
 OZ0207.The modeled gravity was interpolated from observed gravity values.
 OZ0207
 OZ0207;                    North         East    Units  Estimated Accuracy
 OZ0207;SPC ID C     -   182,710.      443,840.      MT  (+/- 180 meters Scaled)
 OZ0207
 OZ0207                          SUPERSEDED SURVEY CONTROL
 OZ0207
 OZ0207  NGVD 29 (??/??/92) 1526.096  (m)         5006.87   (f) ADJ UNCH    2 0
 OZ0207
 OZ0207.Superseded values are not recommended for survey control.
 OZ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0207.See file dsdata.txt to determine how the superseded data were derived.
 OZ0207
 OZ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH871977(NAD 83)
 OZ0207_MARKER: DD = SURVEY DISK
 OZ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0207_STAMPING: 5011.09 1491+06.3
 OZ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0207+STABILITY: SURFACE MOTION
 OZ0207
 OZ0207  HISTORY     - Date     Condition        Report By
 OZ0207  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0207  HISTORY     - 1950     GOOD             NGS
 OZ0207
 OZ0207                          STATION DESCRIPTION
 OZ0207
 OZ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0207'7.4 MI SE FROM FAIRFIELD.
 OZ0207'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFILED,
 OZ0207'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 2.3 MILES SOUTH
 OZ0207'ALONG STATE HIGHWAY 46, AT THE T JUNCTION OF A PRIVATE DRIVE LEADING
 OZ0207'EAST TO A FARMHOUSE, 44.6 FEET NORTHEAST OF THE CENTER OF THE EAST END
 OZ0207'OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 51 FEET NORTH OF THE
 OZ0207'CENTER LINE OF THE PRIVATE DRIVE, 41 FEET EAST OF THE CENTER LINE OF
 OZ0207'THE HIGHWAY, UNDER A FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND
 OZ0207'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OZ0207'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0208 ***********************************************************************
 OZ0208  DESIGNATION -  5011.09 RM
 OZ0208  PID         -  OZ0208
 OZ0208  STATE/COUNTY-  ID/CAMAS
 OZ0208  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0208
 OZ0208                         *CURRENT SURVEY CONTROL
 OZ0208  ___________________________________________________________________
 OZ0208* NAD 83(1986)-  43 18 34.     (N)    114 41 35.     (W)     SCALED    
 OZ0208* NAVD 88     -      1527.030  (meters)    5009.93   (feet)  ADJUSTED  
 OZ0208  ___________________________________________________________________
 OZ0208  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 OZ0208  DYNAMIC HT  -        1526.152 (meters)    5007.05  (feet)  COMP
 OZ0208  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 OZ0208
 OZ0208  VERT ORDER  -  SECOND    CLASS 0
 OZ0208
 OZ0208.The horizontal coordinates were scaled from a topographic map and have
 OZ0208.an estimated accuracy of +/- 6 seconds.
 OZ0208
 OZ0208.The orthometric height was determined by differential leveling
 OZ0208.and adjusted by the National Geodetic Survey in June 1991..
 OZ0208
 OZ0208.The geoid height was determined by GEOID03.
 OZ0208
 OZ0208.The dynamic height is computed by dividing the NAVD 88
 OZ0208.geopotential number by the normal gravity value computed on the
 OZ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0208.degrees latitude (g = 980.6199 gals.).
 OZ0208
 OZ0208.The modeled gravity was interpolated from observed gravity values.
 OZ0208
 OZ0208;                    North         East    Units  Estimated Accuracy
 OZ0208;SPC ID C     -   182,710.      443,780.      MT  (+/- 180 meters Scaled)
 OZ0208
 OZ0208                          SUPERSEDED SURVEY CONTROL
 OZ0208
 OZ0208  NGVD 29 (??/??/92) 1525.961  (m)         5006.42   (f) ADJ UNCH    2 0
 OZ0208
 OZ0208.Superseded values are not recommended for survey control.
 OZ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0208.See file dsdata.txt to determine how the superseded data were derived.
 OZ0208
 OZ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH870977(NAD 83)
 OZ0208_MARKER: DD = SURVEY DISK
 OZ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0208+STABILITY: SURFACE MOTION
 OZ0208
 OZ0208  HISTORY     - Date     Condition        Report By
 OZ0208  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0208  HISTORY     - 1950     GOOD             NGS
 OZ0208  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0208
 OZ0208                          STATION DESCRIPTION
 OZ0208
 OZ0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0208'7.4 MI SE FROM FAIRFIELD.
 OZ0208'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0208'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 2.3 MILES SOUTH
 OZ0208'ALONG STATE HIGHWAY 46, 67 FET NORTHWEST OF T JUNCTION OF A PRIVATE
 OZ0208'DRIVE LEADING EAST TO A FARMHOUSE, 46.1 FEET NORTHWEST OF THE CENTER
 OZ0208'OF THE WEST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 40 FEET
 OZ0208'WEST OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT WEST OF A FENCE,
 OZ0208'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OZ0208'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OZ0208
 OZ0208                          STATION RECOVERY (1981)
 OZ0208
 OZ0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0203 ***********************************************************************
 OZ0203  DESIGNATION -  5017.12
 OZ0203  PID         -  OZ0203
 OZ0203  STATE/COUNTY-  ID/CAMAS
 OZ0203  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0203
 OZ0203                         *CURRENT SURVEY CONTROL
 OZ0203  ___________________________________________________________________
 OZ0203* NAD 83(1986)-  43 17 02.     (N)    114 41 35.     (W)     SCALED    
 OZ0203* NAVD 88     -      1529.004  (meters)    5016.41   (feet)  ADJUSTED  
 OZ0203  ___________________________________________________________________
 OZ0203  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 OZ0203  DYNAMIC HT  -        1528.130 (meters)    5013.54  (feet)  COMP
 OZ0203  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 OZ0203
 OZ0203  VERT ORDER  -  SECOND    CLASS 0
 OZ0203
 OZ0203.The horizontal coordinates were scaled from a topographic map and have
 OZ0203.an estimated accuracy of +/- 6 seconds.
 OZ0203
 OZ0203.The orthometric height was determined by differential leveling
 OZ0203.and adjusted by the National Geodetic Survey in June 1991..
 OZ0203
 OZ0203.The geoid height was determined by GEOID03.
 OZ0203
 OZ0203.The dynamic height is computed by dividing the NAVD 88
 OZ0203.geopotential number by the normal gravity value computed on the
 OZ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0203.degrees latitude (g = 980.6199 gals.).
 OZ0203
 OZ0203.The modeled gravity was interpolated from observed gravity values.
 OZ0203
 OZ0203;                    North         East    Units  Estimated Accuracy
 OZ0203;SPC ID C     -   179,870.      443,750.      MT  (+/- 180 meters Scaled)
 OZ0203
 OZ0203                          SUPERSEDED SURVEY CONTROL
 OZ0203
 OZ0203  NGVD 29 (??/??/92) 1527.945  (m)         5012.93   (f) ADJ UNCH    2 0
 OZ0203
 OZ0203.Superseded values are not recommended for survey control.
 OZ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0203.See file dsdata.txt to determine how the superseded data were derived.
 OZ0203
 OZ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH871949(NAD 83)
 OZ0203_MARKER: DD = SURVEY DISK
 OZ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0203_STAMPING: 5017.12 1395+00
 OZ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0203+STABILITY: SURFACE MOTION
 OZ0203
 OZ0203  HISTORY     - Date     Condition        Report By
 OZ0203  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0203  HISTORY     - 1950     GOOD             NGS
 OZ0203  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0203
 OZ0203                          STATION DESCRIPTION
 OZ0203
 OZ0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0203'9.2 MI SE FROM FARIFIELD.
 OZ0203'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0203'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 4.1 MILES SOUTH
 OZ0203'ALONG STATE HIGHWAY 46, AT THE T JUNCTION OF A DIRT ROAD LEADING EAST,
 OZ0203'81.3 FEET SOUTHEAST OF THE CENTER OF THE EAST END OF AN 18-INCH
 OZ0203'CORRUGATED METAL PIPE CULVERT, 40 1/2 FEET EAST OF THE CENTER LINE OF
 OZ0203'THE HIGHWAY, 13 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 2.4
 OZ0203'FEET NORTH OF THE SOUTH END OF A FENCE, ABOUT 1 FOOT LOWER THAN THE
 OZ0203'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 OZ0203'ABOVE THE GROUND.
 OZ0203
 OZ0203                          STATION RECOVERY (1981)
 OZ0203
 OZ0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0202 ***********************************************************************
 OZ0202  DESIGNATION -  5017.12 RM
 OZ0202  PID         -  OZ0202
 OZ0202  STATE/COUNTY-  ID/CAMAS
 OZ0202  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0202
 OZ0202                         *CURRENT SURVEY CONTROL
 OZ0202  ___________________________________________________________________
 OZ0202* NAD 83(1986)-  43 17 02.     (N)    114 41 32.     (W)     SCALED    
 OZ0202* NAVD 88     -      1529.130  (meters)    5016.82   (feet)  ADJUSTED  
 OZ0202  ___________________________________________________________________
 OZ0202  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 OZ0202  DYNAMIC HT  -        1528.256 (meters)    5013.95  (feet)  COMP
 OZ0202  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 OZ0202
 OZ0202  VERT ORDER  -  SECOND    CLASS 0
 OZ0202
 OZ0202.The horizontal coordinates were scaled from a topographic map and have
 OZ0202.an estimated accuracy of +/- 6 seconds.
 OZ0202
 OZ0202.The orthometric height was determined by differential leveling
 OZ0202.and adjusted by the National Geodetic Survey in June 1991..
 OZ0202
 OZ0202.The geoid height was determined by GEOID03.
 OZ0202
 OZ0202.The dynamic height is computed by dividing the NAVD 88
 OZ0202.geopotential number by the normal gravity value computed on the
 OZ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0202.degrees latitude (g = 980.6199 gals.).
 OZ0202
 OZ0202.The modeled gravity was interpolated from observed gravity values.
 OZ0202
 OZ0202;                    North         East    Units  Estimated Accuracy
 OZ0202;SPC ID C     -   179,870.      443,820.      MT  (+/- 180 meters Scaled)
 OZ0202
 OZ0202                          SUPERSEDED SURVEY CONTROL
 OZ0202
 OZ0202  NGVD 29 (??/??/92) 1528.071  (m)         5013.35   (f) ADJ UNCH    2 0
 OZ0202
 OZ0202.Superseded values are not recommended for survey control.
 OZ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0202.See file dsdata.txt to determine how the superseded data were derived.
 OZ0202
 OZ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH872949(NAD 83)
 OZ0202_MARKER: DD = SURVEY DISK
 OZ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0202+STABILITY: SURFACE MOTION
 OZ0202
 OZ0202  HISTORY     - Date     Condition        Report By
 OZ0202  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0202  HISTORY     - 1950     GOOD             NGS
 OZ0202  HISTORY     - 1981     GOOD             USGS
 OZ0202
 OZ0202                          STATION DESCRIPTION
 OZ0202
 OZ0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0202'9.2 MI SE FROM FAIRFIELD.
 OZ0202'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0202'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 4.1 MILES SOUTH
 OZ0202'ALONG STATE HIGHWAY 46, 81.9 FEET SOUTH OF THE CENTER OF THE SOUTH END
 OZ0202'OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 42 FEET WEST OF THE
 OZ0202'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING EAST, 0.2 FOOT EAST OF A
 OZ0202'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OZ0202'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 OZ0202
 OZ0202                          STATION RECOVERY (1981)
 OZ0202
 OZ0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0232 ***********************************************************************
 PZ0232  DESIGNATION -  5018
 PZ0232  PID         -  PZ0232
 PZ0232  STATE/COUNTY-  ID/CLARK
 PZ0232  USGS QUAD   -  LIDY HOT SPRINGS SE (1969)
 PZ0232
 PZ0232                         *CURRENT SURVEY CONTROL
 PZ0232  ___________________________________________________________________
 PZ0232* NAD 83(1986)-  44 05 14.     (N)    112 36 38.     (W)     SCALED    
 PZ0232* NAVD 88     -      1533.997  (meters)    5032.79   (feet)  ADJUSTED  
 PZ0232  ___________________________________________________________________
 PZ0232  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 PZ0232  DYNAMIC HT  -        1533.227 (meters)    5030.26  (feet)  COMP
 PZ0232  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 PZ0232
 PZ0232  VERT ORDER  -  SECOND    CLASS 0
 PZ0232
 PZ0232.The horizontal coordinates were scaled from a topographic map and have
 PZ0232.an estimated accuracy of +/- 6 seconds.
 PZ0232
 PZ0232.The orthometric height was determined by differential leveling
 PZ0232.and adjusted by the National Geodetic Survey in June 1991..
 PZ0232
 PZ0232.The geoid height was determined by GEOID03.
 PZ0232
 PZ0232.The dynamic height is computed by dividing the NAVD 88
 PZ0232.geopotential number by the normal gravity value computed on the
 PZ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0232.degrees latitude (g = 980.6199 gals.).
 PZ0232
 PZ0232.The modeled gravity was interpolated from observed gravity values.
 PZ0232
 PZ0232;                    North         East    Units  Estimated Accuracy
 PZ0232;SPC ID E     -   268,980.      164,450.      MT  (+/- 180 meters Scaled)
 PZ0232
 PZ0232                          SUPERSEDED SURVEY CONTROL
 PZ0232
 PZ0232  NGVD 29 (??/??/92) 1532.873  (m)         5029.10   (f) ADJ UNCH    2 0
 PZ0232
 PZ0232.Superseded values are not recommended for survey control.
 PZ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0232.See file dsdata.txt to determine how the superseded data were derived.
 PZ0232
 PZ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP710828(NAD 83)
 PZ0232_MARKER: Z = SEE DESCRIPTION
 PZ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0232+STABILITY: SURFACE MOTION
 PZ0232
 PZ0232  HISTORY     - Date     Condition        Report By
 PZ0232  HISTORY     - UNK      MONUMENTED       USGS
 PZ0232  HISTORY     - 1929     GOOD             USGS
 PZ0232  HISTORY     - 19990601 POOR             IDTD
 PZ0232
 PZ0232                          STATION DESCRIPTION
 PZ0232
 PZ0232'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0232'23.8 MI SW FROM DUBOIS.
 PZ0232'23.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0232'DUBOIS, CLARK COUNTY, 6.9 MILES NORTHEAST OF RENO RANCH, 25 FEET SOUTH
 PZ0232'OF THE HIGHWAY, AND 1 FOOT NORTH OF A MOUND OF STONE.  A 1/4-INCH
 PZ0232'BRASS ROD, SET IN THE TOP OF A CONCRETE POST.
 PZ0232
 PZ0232                          STATION RECOVERY (1999)
 PZ0232
 PZ0232'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0232'FOUND MONUMENT, BROKEN, 35.7 METERS LEFT (NORTH) OF CENTERLINE OF
 PZ0232'SH-22 AT MILEPOST 48.261.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0623 ***********************************************************************
 NU0623  DESIGNATION -  5024
 NU0623  PID         -  NU0623
 NU0623  STATE/COUNTY-  ID/POWER
 NU0623  USGS QUAD   -  PAULINE (1971)
 NU0623
 NU0623                         *CURRENT SURVEY CONTROL
 NU0623  ___________________________________________________________________
 NU0623* NAD 83(1986)-  42 33 53.     (N)    112 33 17.     (W)     SCALED    
 NU0623* NAVD 88     -      1535.594  (meters)    5038.03   (feet)  ADJUSTED  
 NU0623  ___________________________________________________________________
 NU0623  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 NU0623  DYNAMIC HT  -        1534.605 (meters)    5034.78  (feet)  COMP
 NU0623  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 NU0623
 NU0623  VERT ORDER  -  SECOND    CLASS 0
 NU0623
 NU0623.The horizontal coordinates were scaled from a topographic map and have
 NU0623.an estimated accuracy of +/- 6 seconds.
 NU0623
 NU0623.The orthometric height was determined by differential leveling
 NU0623.and adjusted by the National Geodetic Survey in June 1991..
 NU0623
 NU0623.The geoid height was determined by GEOID03.
 NU0623
 NU0623.The dynamic height is computed by dividing the NAVD 88
 NU0623.geopotential number by the normal gravity value computed on the
 NU0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0623.degrees latitude (g = 980.6199 gals.).
 NU0623
 NU0623.The modeled gravity was interpolated from observed gravity values.
 NU0623
 NU0623;                    North         East    Units  Estimated Accuracy
 NU0623;SPC ID E     -    99,820.      168,140.      MT  (+/- 180 meters Scaled)
 NU0623
 NU0623                          SUPERSEDED SURVEY CONTROL
 NU0623
 NU0623  NGVD 29 (??/??/92) 1534.48   (m)         5034.4    (f) COMPUTED    2 0
 NU0623
 NU0623.Superseded values are not recommended for survey control.
 NU0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0623.See file dsdata.txt to determine how the superseded data were derived.
 NU0623
 NU0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN723136(NAD 83)
 NU0623_MARKER: DD = SURVEY DISK
 NU0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0623_STAMPING: RP 7 1934 5024
 NU0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0623+STABILITY: SURFACE MOTION
 NU0623
 NU0623  HISTORY     - Date     Condition        Report By
 NU0623  HISTORY     - 1934     MONUMENTED       USGS
 NU0623  HISTORY     - 1969     MARK NOT FOUND   USGS
 NU0623
 NU0623                          STATION DESCRIPTION
 NU0623
 NU0623'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NU0623'IN PAULINE.
 NU0623'AT PAULINE, POWER COUNTY, ON STATE HIGHWAY 38, ABOUT 330 FEET
 NU0623'NORTHEAST OF THE BRIDGE OVER BANNOCK CREEK, ABOUT 200 FEET EAST OF THE
 NU0623'STORE, AND 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A UNITED
 NU0623'STATES GEOLOGICAL SURVEY STANDARD DISK, AND SET IN THE TOP OF A
 NU0623'CONCRETE POST.  NOTE-- THE STORE IS GONE AND A NEW ROAD WAS
 NU0623'CONSTRUCTED.  I BELIEVE THE NEW ROAD HAS COVERED THE BM. REF MARK RP
 NU0623'7, 340 FT. SOUTHWEST OF THE BM WAS FOUND OK.  PART OF THE EAST WING
 NU0623'WALL WAS DESTROYED BUT WERE THE CHISELED SQUARE WAS NOT DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0212 ***********************************************************************
 OZ0212  DESIGNATION -  5024.70
 OZ0212  PID         -  OZ0212
 OZ0212  STATE/COUNTY-  ID/CAMAS
 OZ0212  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0212
 OZ0212                         *CURRENT SURVEY CONTROL
 OZ0212  ___________________________________________________________________
 OZ0212* NAD 83(1986)-  43 19 56.     (N)    114 41 33.     (W)     SCALED    
 OZ0212* NAVD 88     -      1531.352  (meters)    5024.11   (feet)  ADJUSTED  
 OZ0212  ___________________________________________________________________
 OZ0212  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 OZ0212  DYNAMIC HT  -        1530.471 (meters)    5021.22  (feet)  COMP
 OZ0212  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 OZ0212
 OZ0212  VERT ORDER  -  SECOND    CLASS 0
 OZ0212
 OZ0212.The horizontal coordinates were scaled from a topographic map and have
 OZ0212.an estimated accuracy of +/- 6 seconds.
 OZ0212
 OZ0212.The orthometric height was determined by differential leveling
 OZ0212.and adjusted by the National Geodetic Survey in June 1991..
 OZ0212
 OZ0212.The geoid height was determined by GEOID03.
 OZ0212
 OZ0212.The dynamic height is computed by dividing the NAVD 88
 OZ0212.geopotential number by the normal gravity value computed on the
 OZ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0212.degrees latitude (g = 980.6199 gals.).
 OZ0212
 OZ0212.The modeled gravity was interpolated from observed gravity values.
 OZ0212
 OZ0212;                    North         East    Units  Estimated Accuracy
 OZ0212;SPC ID C     -   185,240.      443,840.      MT  (+/- 180 meters Scaled)
 OZ0212
 OZ0212                          SUPERSEDED SURVEY CONTROL
 OZ0212
 OZ0212  NGVD 29 (??/??/92) 1530.278  (m)         5020.59   (f) ADJ UNCH    2 0
 OZ0212
 OZ0212.Superseded values are not recommended for survey control.
 OZ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0212.See file dsdata.txt to determine how the superseded data were derived.
 OZ0212
 OZ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ870002(NAD 83)
 OZ0212_MARKER: DD = SURVEY DISK
 OZ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0212_STAMPING: 5024.70 1571+05.4
 OZ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0212+STABILITY: SURFACE MOTION
 OZ0212
 OZ0212  HISTORY     - Date     Condition        Report By
 OZ0212  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0212  HISTORY     - 1950     GOOD             NGS
 OZ0212
 OZ0212                          STATION DESCRIPTION
 OZ0212
 OZ0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0212'5.9 MI E FROM FAIRFIELD.
 OZ0212'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0212'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 0.8 MILE SOUTH
 OZ0212'ALONG STATE HIGHWAY 46, 0.2 MILE NORTH OF THE INTERSECTION OF AN
 OZ0212'EAST-WEST DIRT ROAD, 285.9 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 OZ0212'TOMBSTONE OF WILLIAM T. PHILLIPS, 41 FEET EAST OF THE CENTER LINE OF
 OZ0212'THE HIGHWAY, UNDER A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 OZ0212'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0373 ***********************************************************************
 OY0373  DESIGNATION -  5025
 OY0373  PID         -  OY0373
 OY0373  STATE/COUNTY-  ID/BINGHAM
 OY0373  USGS QUAD   -  SCOVILLE (1973)
 OY0373
 OY0373                         *CURRENT SURVEY CONTROL
 OY0373  ___________________________________________________________________
 OY0373* NAD 83(1986)-  43 24 56.     (N)    112 53 20.     (W)     SCALED    
 OY0373* NAVD 88     -      1532.813  (meters)    5028.90   (feet)  ADJUSTED  
 OY0373  ___________________________________________________________________
 OY0373  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 OY0373  DYNAMIC HT  -        1532.003 (meters)    5026.25  (feet)  COMP
 OY0373  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 OY0373
 OY0373  VERT ORDER  -  FIRST     CLASS II
 OY0373
 OY0373.The horizontal coordinates were scaled from a topographic map and have
 OY0373.an estimated accuracy of +/- 6 seconds.
 OY0373
 OY0373.The orthometric height was determined by differential leveling
 OY0373.and adjusted by the National Geodetic Survey in December 1992..
 OY0373
 OY0373.The geoid height was determined by GEOID03.
 OY0373
 OY0373.The dynamic height is computed by dividing the NAVD 88
 OY0373.geopotential number by the normal gravity value computed on the
 OY0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0373.degrees latitude (g = 980.6199 gals.).
 OY0373
 OY0373.The modeled gravity was interpolated from observed gravity values.
 OY0373
 OY0373;                    North         East    Units  Estimated Accuracy
 OY0373;SPC ID E     -   194,520.      141,510.      MT  (+/- 180 meters Scaled)
 OY0373
 OY0373                          SUPERSEDED SURVEY CONTROL
 OY0373
 OY0373  NAVD 88 (06/15/91) 1532.811  (m)         5028.90   (f) UNKNOWN     1 2
 OY0373  NGVD 29 (08/20/92) 1531.776  (m)         5025.50   (f) ADJUSTED    1 2
 OY0373
 OY0373.Superseded values are not recommended for survey control.
 OY0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0373.See file dsdata.txt to determine how the superseded data were derived.
 OY0373
 OY0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP470086(NAD 83)
 OY0373_MARKER: DD = SURVEY DISK
 OY0373_SETTING: 66 = SET IN ROCK OUTCROP
 OY0373_SP_SET: BEDROCK
 OY0373_STAMPING: 5025 1912 12
 OY0373_MARK LOGO: USGS  
 OY0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0373+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0373
 OY0373  HISTORY     - Date     Condition        Report By
 OY0373  HISTORY     - 1912     MONUMENTED       USGS
 OY0373  HISTORY     - 1948     GOOD             NGS
 OY0373  HISTORY     - 19920619 GOOD             NGS
 OY0373
 OY0373                          STATION DESCRIPTION
 OY0373
 OY0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0373'26.9 MI SE FROM ARCO.
 OY0373'IN BINGHAM COUNTY, 26.9 MILES SOUTHEAST ALONG THE OREGON SHORT LINE
 OY0373'RAILROAD FROM THE STATION AT ARCO, BUTTE COUNTY, 0.35 MILE EAST OF
 OY0373'MILEPOST 33, IN A DEEP CUT THROUGH LAVA ROCK, 123 FEET EAST OF THE
 OY0373'WEST END, 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF
 OY0373'A LAVA ROCK, AND LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL
 OY0373'SURVEY STANDARD DISK, STAMPED 5025 1912 12.
 OY0373
 OY0373                          STATION RECOVERY (1992)
 OY0373
 OY0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0373'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0373'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 38.2 KM (23.75 MI)
 OY0373'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, NEAR THE CENTER OF A
 OY0373'1 BY 1-FOOT AREA OF EXPOSED BEDROCK IN A RAILROAD CUT, 25.6 M (84.0
 OY0373'FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT, 3.2 M (10.5 FT)
 OY0373'SOUTHWEST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 OY0373'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0205 ***********************************************************************
 OZ0205  DESIGNATION -  5026.46
 OZ0205  PID         -  OZ0205
 OZ0205  STATE/COUNTY-  ID/CAMAS
 OZ0205  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0205
 OZ0205                         *CURRENT SURVEY CONTROL
 OZ0205  ___________________________________________________________________
 OZ0205* NAD 83(1986)-  43 17 31.     (N)    114 41 35.     (W)     SCALED    
 OZ0205* NAVD 88     -      1531.892  (meters)    5025.88   (feet)  ADJUSTED  
 OZ0205  ___________________________________________________________________
 OZ0205  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 OZ0205  DYNAMIC HT  -        1531.014 (meters)    5023.00  (feet)  COMP
 OZ0205  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 OZ0205
 OZ0205  VERT ORDER  -  SECOND    CLASS 0
 OZ0205
 OZ0205.The horizontal coordinates were scaled from a topographic map and have
 OZ0205.an estimated accuracy of +/- 6 seconds.
 OZ0205
 OZ0205.The orthometric height was determined by differential leveling
 OZ0205.and adjusted by the National Geodetic Survey in June 1991..
 OZ0205
 OZ0205.The geoid height was determined by GEOID03.
 OZ0205
 OZ0205.The dynamic height is computed by dividing the NAVD 88
 OZ0205.geopotential number by the normal gravity value computed on the
 OZ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0205.degrees latitude (g = 980.6199 gals.).
 OZ0205
 OZ0205.The modeled gravity was interpolated from observed gravity values.
 OZ0205
 OZ0205;                    North         East    Units  Estimated Accuracy
 OZ0205;SPC ID C     -   180,760.      443,760.      MT  (+/- 180 meters Scaled)
 OZ0205
 OZ0205                          SUPERSEDED SURVEY CONTROL
 OZ0205
 OZ0205  NGVD 29 (??/??/92) 1530.830  (m)         5022.40   (f) ADJ UNCH    2 0
 OZ0205
 OZ0205.Superseded values are not recommended for survey control.
 OZ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0205.See file dsdata.txt to determine how the superseded data were derived.
 OZ0205
 OZ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH871958(NAD 83)
 OZ0205_MARKER: DD = SURVEY DISK
 OZ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0205_STAMPING: 5026.46 1426+40
 OZ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0205+STABILITY: SURFACE MOTION
 OZ0205
 OZ0205  HISTORY     - Date     Condition        Report By
 OZ0205  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0205  HISTORY     - 1950     GOOD             NGS
 OZ0205
 OZ0205                          STATION DESCRIPTION
 OZ0205
 OZ0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0205'8.6 MI SE FROM FAIRFIELD.
 OZ0205'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0205'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 3.5 MILES SOUTH
 OZ0205'ALONG STATE HIGHWAY 46, 0.1 MILE SOUTH OF WOODEN BRIDGE NO.
 OZ0205'13-762-1-2, AT THE TOP OF A SMALL HILL, AT A T JUNCTION OF A DIRT ROAD
 OZ0205'LEADING EAST, 43 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 42
 OZ0205'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19.3 FEET WEST OF THE T
 OZ0205'JUNCTION OF THE FENCES, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET
 OZ0205'IN THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0204 ***********************************************************************
 OZ0204  DESIGNATION -  5026.46 RM
 OZ0204  PID         -  OZ0204
 OZ0204  STATE/COUNTY-  ID/CAMAS
 OZ0204  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0204
 OZ0204                         *CURRENT SURVEY CONTROL
 OZ0204  ___________________________________________________________________
 OZ0204* NAD 83(1986)-  43 17 31.     (N)    114 41 32.     (W)     SCALED    
 OZ0204* NAVD 88     -      1531.559  (meters)    5024.79   (feet)  ADJUSTED  
 OZ0204  ___________________________________________________________________
 OZ0204  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 OZ0204  DYNAMIC HT  -        1530.682 (meters)    5021.91  (feet)  COMP
 OZ0204  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 OZ0204
 OZ0204  VERT ORDER  -  SECOND    CLASS 0
 OZ0204
 OZ0204.The horizontal coordinates were scaled from a topographic map and have
 OZ0204.an estimated accuracy of +/- 6 seconds.
 OZ0204
 OZ0204.The orthometric height was determined by differential leveling
 OZ0204.and adjusted by the National Geodetic Survey in June 1991..
 OZ0204
 OZ0204.The geoid height was determined by GEOID03.
 OZ0204
 OZ0204.The dynamic height is computed by dividing the NAVD 88
 OZ0204.geopotential number by the normal gravity value computed on the
 OZ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0204.degrees latitude (g = 980.6199 gals.).
 OZ0204
 OZ0204.The modeled gravity was interpolated from observed gravity values.
 OZ0204
 OZ0204;                    North         East    Units  Estimated Accuracy
 OZ0204;SPC ID C     -   180,760.      443,830.      MT  (+/- 180 meters Scaled)
 OZ0204
 OZ0204                          SUPERSEDED SURVEY CONTROL
 OZ0204
 OZ0204  NGVD 29 (??/??/92) 1530.497  (m)         5021.31   (f) ADJ UNCH    2 0
 OZ0204
 OZ0204.Superseded values are not recommended for survey control.
 OZ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0204.See file dsdata.txt to determine how the superseded data were derived.
 OZ0204
 OZ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH872958(NAD 83)
 OZ0204_MARKER: DD = SURVEY DISK
 OZ0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0204+STABILITY: SURFACE MOTION
 OZ0204
 OZ0204  HISTORY     - Date     Condition        Report By
 OZ0204  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0204  HISTORY     - 1950     GOOD             NGS
 OZ0204  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0204
 OZ0204                          STATION DESCRIPTION
 OZ0204
 OZ0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0204'8.6 MI SE FROM FAIRFIELD.
 OZ0204'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0204'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 3.5 MILES SOUTH
 OZ0204'ALONG STATE HIGHWAY 46, 0.1 MILE SOUTH OF WOODEN BRIDGE NO.
 OZ0204'13-762-1-2, AT THE TOP OF A SMALL HILL, DIRECTLY ACROSS THE HIGHWAY
 OZ0204'FROM B.M. 5026.46 (I.S.D.P.W.), 57 FEET NORTHWEST OF THE CENTER OF THE
 OZ0204'JUNCTION OF A DIRT ROAD LEADING EAST, 38 FEET WEST OF THE CENTER LINE
 OZ0204'OF THE HIGHWAY, 1.2 FEET NORTH OF THE T JUNCTION OF THE FENCES, ABOUT
 OZ0204'2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0204'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OZ0204
 OZ0204                          STATION RECOVERY (1981)
 OZ0204
 OZ0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0643 ***********************************************************************
 OY0643  DESIGNATION -  5037
 OY0643  PID         -  OY0643
 OY0643  STATE/COUNTY-  ID/BUTTE
 OY0643  USGS QUAD   -  BIG SOUTHERN BUTTE (1972)
 OY0643
 OY0643                         *CURRENT SURVEY CONTROL
 OY0643  ___________________________________________________________________
 OY0643* NAD 83(1986)-  43 29 44.     (N)    113 03 29.     (W)     SCALED    
 OY0643* NAVD 88     -      1536.376  (meters)    5040.59   (feet)  ADJUSTED  
 OY0643  ___________________________________________________________________
 OY0643  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 OY0643  DYNAMIC HT  -        1535.548 (meters)    5037.88  (feet)  COMP
 OY0643  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 OY0643
 OY0643  VERT ORDER  -  FIRST     CLASS II
 OY0643
 OY0643.The horizontal coordinates were scaled from a topographic map and have
 OY0643.an estimated accuracy of +/- 6 seconds.
 OY0643
 OY0643.The orthometric height was determined by differential leveling
 OY0643.and adjusted by the National Geodetic Survey in June 1991..
 OY0643
 OY0643.The geoid height was determined by GEOID03.
 OY0643
 OY0643.The dynamic height is computed by dividing the NAVD 88
 OY0643.geopotential number by the normal gravity value computed on the
 OY0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0643.degrees latitude (g = 980.6199 gals.).
 OY0643
 OY0643.The modeled gravity was interpolated from observed gravity values.
 OY0643
 OY0643;                    North         East    Units  Estimated Accuracy
 OY0643;SPC ID C     -   203,580.      576,180.      MT  (+/- 180 meters Scaled)
 OY0643
 OY0643                          SUPERSEDED SURVEY CONTROL
 OY0643
 OY0643  NGVD 29 (08/20/92) 1535.314  (m)         5037.11   (f) ADJUSTED    1 2
 OY0643
 OY0643.Superseded values are not recommended for survey control.
 OY0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0643.See file dsdata.txt to determine how the superseded data were derived.
 OY0643
 OY0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP336179(NAD 83)
 OY0643_MARKER: DB = BENCH MARK DISK
 OY0643_SETTING: 66 = SET IN ROCK OUTCROP
 OY0643_SP_SET: BEDROCK
 OY0643_STAMPING: 5037 1912 16
 OY0643_MARK LOGO: USGS  
 OY0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0643+STABILITY: POSITION/ELEVATION WELL
 OY0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0643+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1992
 OY0643
 OY0643  HISTORY     - Date     Condition        Report By
 OY0643  HISTORY     - 1912     MONUMENTED       USGS
 OY0643  HISTORY     - 1948     GOOD             NGS
 OY0643  HISTORY     - 19920515 GOOD             NGS
 OY0643
 OY0643                          STATION DESCRIPTION
 OY0643
 OY0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0643'16.6 MI SE FROM ARCO.
 OY0643'16.6 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0643'STATION AT ARCO, BUTTE COUNTY, 1.7 MILES SOUTHEAST OF THE STATION SIGN
 OY0643'AT PIONEER, 150 FEET NORTHWEST OF MILEPOST 43, IN A CUT THROUGH LAVA
 OY0643'ROCK, 30 FEET WEST OF THE EAST END, 9 FEET NORTH OF THE CENTERLINE OF
 OY0643'THE TRACK, AND IN THE TOP OF THE ROCK.  A UNITED STATES GEOLOGICAL
 OY0643'SURVEY STANDARD DISK STAMPED 5037 1912 16.
 OY0643
 OY0643                          STATION RECOVERY (1992)
 OY0643
 OY0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0643'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0643'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 21.5 KM (13.35 MI)
 OY0643'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, NEAR THE EAST END OF
 OY0643'A 30 BY 60-FOOT EXPOSED AREA OF BEDROCK IN A RAILROAD CUT, 9.2 M
 OY0643'(30.2 FT) WEST OF THE EAST END OF THE CUT, 2.4 M (7.9 FT) NORTH OF
 OY0643'THE NEAR RAIL, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0131 ***********************************************************************
 NU0131  DESIGNATION -  5040.3
 NU0131  PID         -  NU0131
 NU0131  STATE/COUNTY-  ID/BANNOCK
 NU0131  USGS QUAD   -  CLIFTON CREEK (1968)
 NU0131
 NU0131                         *CURRENT SURVEY CONTROL
 NU0131  ___________________________________________________________________
 NU0131* NAD 83(1986)-  42 44 16.     (N)    112 23 49.     (W)     SCALED    
 NU0131* NAVD 88     -      1537.280  (meters)    5043.56   (feet)  ADJUSTED  
 NU0131  ___________________________________________________________________
 NU0131  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 NU0131  DYNAMIC HT  -        1536.321 (meters)    5040.41  (feet)  COMP
 NU0131  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 NU0131
 NU0131  VERT ORDER  -  SECOND    CLASS 0
 NU0131
 NU0131.The horizontal coordinates were scaled from a topographic map and have
 NU0131.an estimated accuracy of +/- 6 seconds.
 NU0131
 NU0131.The orthometric height was determined by differential leveling
 NU0131.and adjusted by the National Geodetic Survey in June 1991..
 NU0131
 NU0131.The geoid height was determined by GEOID03.
 NU0131
 NU0131.The dynamic height is computed by dividing the NAVD 88
 NU0131.geopotential number by the normal gravity value computed on the
 NU0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0131.degrees latitude (g = 980.6199 gals.).
 NU0131
 NU0131.The modeled gravity was interpolated from observed gravity values.
 NU0131
 NU0131;                    North         East    Units  Estimated Accuracy
 NU0131;SPC ID E     -   119,000.      181,140.      MT  (+/- 180 meters Scaled)
 NU0131
 NU0131                          SUPERSEDED SURVEY CONTROL
 NU0131
 NU0131  NGVD 29 (??/??/92) 1536.175  (m)         5039.93   (f) ADJ UNCH    2 0
 NU0131
 NU0131.Superseded values are not recommended for survey control.
 NU0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0131.See file dsdata.txt to determine how the superseded data were derived.
 NU0131
 NU0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN856326(NAD 83)
 NU0131_MARKER: Q = CHISELED SQUARE
 NU0131_SETTING: 66 = SET IN ROCK OUTCROP
 NU0131_SP_SET: ROCK
 NU0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0131+STABILITY: POSITION/ELEVATION WELL
 NU0131
 NU0131  HISTORY     - Date     Condition        Report By
 NU0131  HISTORY     - UNK      MONUMENTED       USGS
 NU0131  HISTORY     - 1960     GOOD             NGS
 NU0131
 NU0131                          STATION DESCRIPTION
 NU0131
 NU0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0131'0.9 MI N FROM BANNOCK RANGER STATION.
 NU0131'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 38 FROM BANNOCK RANGER
 NU0131'STATION, BANNOCK COUNTY, ABOUT 0.3 MILE SOUTH OF THE FORK TO CAMP
 NU0131'TENDAY, ABOUT 100 FEET EAST OF MINK CREEK, 20 FEET EAST OF THE CENTER
 NU0131'LINE OF THE HIGHWAY, IN A CUT THROUGH A SLATE-LIKE ROCK, ON THE
 NU0131'SLOPING SIDE OF A ROCK, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A
 NU0131'CHISELED BOTTOM OF A SQUARE NOTCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0535 ***********************************************************************
 PZ0535  DESIGNATION -  5041
 PZ0535  PID         -  PZ0535
 PZ0535  STATE/COUNTY-  ID/LEMHI
 PZ0535  USGS QUAD   -  LEMHI (1989)
 PZ0535
 PZ0535                         *CURRENT SURVEY CONTROL
 PZ0535  ___________________________________________________________________
 PZ0535* NAD 83(1986)-  44 52 00.     (N)    113 37 31.     (W)     SCALED    
 PZ0535* NAVD 88     -      1571.24   (+/-2cm)    5155.0    (feet)  VERTCON   
 PZ0535  ___________________________________________________________________
 PZ0535  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 PZ0535
 PZ0535  VERT ORDER  -  ? (See Below)
 PZ0535
 PZ0535.The horizontal coordinates were scaled from a topographic map and have
 PZ0535.an estimated accuracy of +/- 6 seconds.
 PZ0535
 PZ0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0535.The vertical order pertains to the NGVD 29 superseded value.
 PZ0535
 PZ0535.The geoid height was determined by GEOID03.
 PZ0535
 PZ0535;                    North         East    Units  Estimated Accuracy
 PZ0535;SPC ID C     -   355,560.      529,610.      MT  (+/- 180 meters Scaled)
 PZ0535
 PZ0535                          SUPERSEDED SURVEY CONTROL
 PZ0535
 PZ0535  NGVD 29 (??/??/92) 1569.979  (m)         5150.84   (f) ADJ UNCH    ?  
 PZ0535
 PZ0535.Superseded values are not recommended for survey control.
 PZ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0535.See file dsdata.txt to determine how the superseded data were derived.
 PZ0535
 PZ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ926714(NAD 83)
 PZ0535_MARKER: N = NAIL
 PZ0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0535_SP_SET: ABUTMENT
 PZ0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0535
 PZ0535  HISTORY     - Date     Condition        Report By
 PZ0535  HISTORY     - UNK      MONUMENTED       USGS
 PZ0535  HISTORY     - 1933     GOOD             NGS
 PZ0535  HISTORY     - 20010501 MARK NOT FOUND   IDTD
 PZ0535
 PZ0535                          STATION DESCRIPTION
 PZ0535
 PZ0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PZ0535'19.1 MI NW FROM LEADORE.
 PZ0535'19.1 MILES NORTHWEST ALONG THE DISMANTLED GILMORE AND PITTSBURGH
 PZ0535'RAILROAD FROM LEADORE, LEMHI COUNTY, 1.3 MILES NORTHWEST OF THE SIDING
 PZ0535'AT LEMHI, AT THE NORTH END OF THE TRESTLE OVER LEMHI RIVER, AND IN THE
 PZ0535'TOP OF THE INSIDE OF THE ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY
 PZ0535'STANDARD COPPER NAIL AND WASHER.
 PZ0535
 PZ0535                          STATION RECOVERY (2001)
 PZ0535
 PZ0535'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 PZ0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0238 ***********************************************************************
 PZ0238  DESIGNATION -  5045
 PZ0238  PID         -  PZ0238
 PZ0238  STATE/COUNTY-  ID/CLARK
 PZ0238  USGS QUAD   -  SNAKY CANYON (1969)
 PZ0238
 PZ0238                         *CURRENT SURVEY CONTROL
 PZ0238  ___________________________________________________________________
 PZ0238* NAD 83(1986)-  44 02 17.     (N)    112 41 55.     (W)     SCALED    
 PZ0238* NAVD 88     -      1542.469  (meters)    5060.58   (feet)  ADJUSTED  
 PZ0238  ___________________________________________________________________
 PZ0238  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 PZ0238  DYNAMIC HT  -        1541.686 (meters)    5058.01  (feet)  COMP
 PZ0238  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 PZ0238
 PZ0238  VERT ORDER  -  SECOND    CLASS 0
 PZ0238
 PZ0238.The horizontal coordinates were scaled from a topographic map and have
 PZ0238.an estimated accuracy of +/- 6 seconds.
 PZ0238
 PZ0238.The orthometric height was determined by differential leveling
 PZ0238.and adjusted by the National Geodetic Survey in June 1991..
 PZ0238
 PZ0238.The geoid height was determined by GEOID03.
 PZ0238
 PZ0238.The dynamic height is computed by dividing the NAVD 88
 PZ0238.geopotential number by the normal gravity value computed on the
 PZ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0238.degrees latitude (g = 980.6199 gals.).
 PZ0238
 PZ0238.The modeled gravity was interpolated from observed gravity values.
 PZ0238
 PZ0238;                    North         East    Units  Estimated Accuracy
 PZ0238;SPC ID E     -   263,560.      157,360.      MT  (+/- 180 meters Scaled)
 PZ0238
 PZ0238                          SUPERSEDED SURVEY CONTROL
 PZ0238
 PZ0238  NGVD 29 (??/??/92) 1541.347  (m)         5056.90   (f) ADJ UNCH    2 0
 PZ0238
 PZ0238.Superseded values are not recommended for survey control.
 PZ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0238.See file dsdata.txt to determine how the superseded data were derived.
 PZ0238
 PZ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP639775(NAD 83)
 PZ0238_MARKER: Z = SEE DESCRIPTION
 PZ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0238+STABILITY: SURFACE MOTION
 PZ0238
 PZ0238  HISTORY     - Date     Condition        Report By
 PZ0238  HISTORY     - UNK      MONUMENTED       USGS
 PZ0238  HISTORY     - 1929     GOOD             USGS
 PZ0238  HISTORY     - 19990601 MARK NOT FOUND   IDTD
 PZ0238
 PZ0238                          STATION DESCRIPTION
 PZ0238
 PZ0238'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0238'29.6 MI SW FROM DUBOIS.
 PZ0238'29.6 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0238'DUBOIS, CLARK COUNTY, 1.1 MILES NORTHEAST OF RENO RANCH, 25 FEET NORTH
 PZ0238'OF THE ROAD LEADING TO MRS. RENOS HOUSE, AND 2 FEET SOUTH OF A MOUND
 PZ0238'OF STONE.  A 1/4-INCH BRASS ROD, SET IN THE TOP OF A CONCRETE POST.
 PZ0238
 PZ0238                          STATION RECOVERY (1999)
 PZ0238
 PZ0238'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0669 ***********************************************************************
 QA0669  DESIGNATION -  5045
 QA0669  PID         -  QA0669
 QA0669  STATE/COUNTY-  ID/BOISE
 QA0669  USGS QUAD   -  GRIMES PASS (1988)
 QA0669
 QA0669                         *CURRENT SURVEY CONTROL
 QA0669  ___________________________________________________________________
 QA0669* NAD 83(1992)-  44 04 57.57759(N)    115 46 00.46274(W)     ADJUSTED  
 QA0669* NAVD 88     -      1495.     (meters)    4905.     (feet)  SCALED    
 QA0669  ___________________________________________________________________
 QA0669  LAPLACE CORR-           9.72  (seconds)                    DEFLEC99
 QA0669  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 QA0669
 QA0669  HORZ ORDER  -  THIRD
 QA0669
 QA0669.The horizontal coordinates were established by classical geodetic methods
 QA0669.and adjusted by the National Geodetic Survey in July 1992..
 QA0669
 QA0669.The orthometric height was scaled from a topographic map.
 QA0669
 QA0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0669
 QA0669.The geoid height was determined by GEOID03.
 QA0669
 QA0669;                    North         East     Units Scale Factor Converg.
 QA0669;SPC ID W     -   268,375.738   798,654.882   MT  0.99993336   -0 00 42.1
 QA0669;UTM  11      - 4,881,793.090   598,733.983   MT  0.99971989   +0 51 28.8
 QA0669
 QA0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0669!SPC ID W     -   0.99976800  x   0.99993336  =   0.99970138
 QA0669!UTM  11      -   0.99976800  x   0.99971989  =   0.99948796
 QA0669
 QA0669                          SUPERSEDED SURVEY CONTROL
 QA0669
 QA0669  NAD 83(1986)-  44 04 57.57694(N)    115 46 00.46005(W) AD(       ) 3
 QA0669
 QA0669.Superseded values are not recommended for survey control.
 QA0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0669.See file dsdata.txt to determine how the superseded data were derived.
 QA0669
 QA0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ9873481793(NAD 83)
 QA0669_MARKER: DS = TRIANGULATION STATION DISK
 QA0669_SETTING: 0 = UNSPECIFIED SETTING
 QA0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0669
 QA0669  HISTORY     - Date     Condition        Report By
 QA0669  HISTORY     - 1933     MONUMENTED       USFS
 QA0669  HISTORY     - 1933     GOOD             USGS
 QA0669
 QA0669                          STATION DESCRIPTION
 QA0669
 QA0669'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0669'LOCATED ABOUT 0.8 MI. NE. OF GALLAGHER RANGER STATION ON HIGHEST
 QA0669'POINT OF A BARE SPUR BETWEEN LITTLE GALLAGHER CREEK AND BIG PINE
 QA0669'CREEK.
 QA0669'
 QA0669'STATION MARK--STANDARD U.S. FOREST SERVICE TRIANGULATION TABLET
 QA0669'STAMPED---5045---, UNDER CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0366 ***********************************************************************
 OY0366  DESIGNATION -  5050
 OY0366  PID         -  OY0366
 OY0366  STATE/COUNTY-  ID/BUTTE
 OY0366  USGS QUAD   -  SCOVILLE (1973)
 OY0366
 OY0366                         *CURRENT SURVEY CONTROL
 OY0366  ___________________________________________________________________
 OY0366* NAD 83(1986)-  43 27 58.     (N)    112 58 22.     (W)     SCALED    
 OY0366* NAVD 88     -      1540.289  (meters)    5053.43   (feet)  ADJUSTED  
 OY0366  ___________________________________________________________________
 OY0366  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 OY0366  DYNAMIC HT  -        1539.471 (meters)    5050.75  (feet)  COMP
 OY0366  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 OY0366
 OY0366  VERT ORDER  -  FIRST     CLASS II
 OY0366
 OY0366.The horizontal coordinates were scaled from a topographic map and have
 OY0366.an estimated accuracy of +/- 6 seconds.
 OY0366
 OY0366.The orthometric height was determined by differential leveling
 OY0366.and adjusted by the National Geodetic Survey in December 1992..
 OY0366
 OY0366.The geoid height was determined by GEOID03.
 OY0366
 OY0366.The dynamic height is computed by dividing the NAVD 88
 OY0366.geopotential number by the normal gravity value computed on the
 OY0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0366.degrees latitude (g = 980.6199 gals.).
 OY0366
 OY0366.The modeled gravity was interpolated from observed gravity values.
 OY0366
 OY0366;                    North         East    Units  Estimated Accuracy
 OY0366;SPC ID C     -   200,390.      583,120.      MT  (+/- 180 meters Scaled)
 OY0366
 OY0366                          SUPERSEDED SURVEY CONTROL
 OY0366
 OY0366  NAVD 88 (06/15/91) 1540.293  (m)         5053.44   (f) UNKNOWN     1 2
 OY0366  NGVD 29 (08/20/92) 1539.242  (m)         5050.00   (f) ADJUSTED    1 2
 OY0366
 OY0366.Superseded values are not recommended for survey control.
 OY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0366.See file dsdata.txt to determine how the superseded data were derived.
 OY0366
 OY0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP404144(NAD 83)
 OY0366_MARKER: DB = BENCH MARK DISK
 OY0366_SETTING: 66 = SET IN ROCK OUTCROP
 OY0366_SP_SET: BEDROCK
 OY0366_STAMPING: 5050 1912 14
 OY0366_MARK LOGO: USGS  
 OY0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0366+STABILITY: POSITION/ELEVATION WELL
 OY0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0366+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0366
 OY0366  HISTORY     - Date     Condition        Report By
 OY0366  HISTORY     - 1912     MONUMENTED       USGS
 OY0366  HISTORY     - 1948     GOOD             NGS
 OY0366  HISTORY     - 19920619 GOOD             NGS
 OY0366
 OY0366                          STATION DESCRIPTION
 OY0366
 OY0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0366'21.4 MI SE FROM ARCO.
 OY0366'21.4 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0366'STATION AT ARCO, BUTTE COUNTY, 615 FEET NORTHWEST OF MILEPOST 38, IN A
 OY0366'CUT THROUGH LAVA ROCK, 78 FEET WEST OF THE EAST END, 8 FEET SOUTH OF
 OY0366'THE CENTERLINE OF THE TRACK, AND IN THE TOP OF THE ROCK.  A UNITED
 OY0366'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5050 1912 14.
 OY0366
 OY0366                          STATION RECOVERY (1992)
 OY0366
 OY0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0366'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0366'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 29.4 KM (18.25 MI)
 OY0366'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, NEAR THE NORTHWEST
 OY0366'END OF A 2 BY 3-FOOT EXPOSED AREA OF BEDROCK IN A RAILROAD CUT, 16.2
 OY0366'M (53.1 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT, 2.5 M (8.2 FT)
 OY0366'SOUTHWEST OF THE NEAR RAIL, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 OY0366'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0250 ***********************************************************************
 OZ0250  DESIGNATION -  5058.20
 OZ0250  PID         -  OZ0250
 OZ0250  STATE/COUNTY-  ID/CAMAS
 OZ0250  USGS QUAD   -  FAIRFIELD (1986)
 OZ0250
 OZ0250                         *CURRENT SURVEY CONTROL
 OZ0250  ___________________________________________________________________
 OZ0250* NAD 83(1986)-  43 20 31.     (N)    114 48 54.     (W)     SCALED    
 OZ0250* NAVD 88     -      1542.359  (meters)    5060.22   (feet)  ADJUSTED  
 OZ0250  ___________________________________________________________________
 OZ0250  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 OZ0250  DYNAMIC HT  -        1541.467 (meters)    5057.30  (feet)  COMP
 OZ0250  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 OZ0250
 OZ0250  VERT ORDER  -  SECOND    CLASS 0
 OZ0250
 OZ0250.The horizontal coordinates were scaled from a topographic map and have
 OZ0250.an estimated accuracy of +/- 6 seconds.
 OZ0250
 OZ0250.The orthometric height was determined by differential leveling
 OZ0250.and adjusted by the National Geodetic Survey in June 1991..
 OZ0250
 OZ0250.The geoid height was determined by GEOID03.
 OZ0250
 OZ0250.The dynamic height is computed by dividing the NAVD 88
 OZ0250.geopotential number by the normal gravity value computed on the
 OZ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0250.degrees latitude (g = 980.6199 gals.).
 OZ0250
 OZ0250.The modeled gravity was interpolated from observed gravity values.
 OZ0250
 OZ0250;                    North         East    Units  Estimated Accuracy
 OZ0250;SPC ID C     -   186,410.      433,920.      MT  (+/- 180 meters Scaled)
 OZ0250
 OZ0250                          SUPERSEDED SURVEY CONTROL
 OZ0250
 OZ0250  NGVD 29 (??/??/92) 1541.277  (m)         5056.67   (f) ADJ UNCH    2 0
 OZ0250
 OZ0250.Superseded values are not recommended for survey control.
 OZ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0250.See file dsdata.txt to determine how the superseded data were derived.
 OZ0250
 OZ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ771011(NAD 83)
 OZ0250_MARKER: DD = SURVEY DISK
 OZ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0250_STAMPING: 5058.20 356-69.3
 OZ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0250+STABILITY: SURFACE MOTION
 OZ0250
 OZ0250  HISTORY     - Date     Condition        Report By
 OZ0250  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0250  HISTORY     - 1950     GOOD             NGS
 OZ0250  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0250
 OZ0250                          STATION DESCRIPTION
 OZ0250
 OZ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0250'1.5 MI W FROM FAIRFIELD.
 OZ0250'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0250'THENCE 1.2 MILES WEST ALONG STATE HIGHWAY 68, ON THE WEST BANK OF A
 OZ0250'DITCH, DIRECTLY OPPOSITE THE WEST END OF STEEL AND CONCRETE BRIDGE NO.
 OZ0250'13-74-1-10, 39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25.5 FEET
 OZ0250'SOUTH OF THE WEST END OF THE STEEL GUARD RAIL OF THE BRIDGE, 3.1 FEET
 OZ0250'SOUTHEAST OF A WITNESS POST, 0.4 FOOT NORTH OF  FENCE, ABOUT 2 FEET
 OZ0250'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0250'PROJECTING 0.6 FOOT.
 OZ0250
 OZ0250                          STATION RECOVERY (1981)
 OZ0250
 OZ0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0246 ***********************************************************************
 OZ0246  DESIGNATION -  5058.49
 OZ0246  PID         -  OZ0246
 OZ0246  STATE/COUNTY-  ID/CAMAS
 OZ0246  USGS QUAD   -  FAIRFIELD (1986)
 OZ0246
 OZ0246                         *CURRENT SURVEY CONTROL
 OZ0246  ___________________________________________________________________
 OZ0246* NAD 83(1986)-  43 20 31.     (N)    114 47 31.     (W)     SCALED    
 OZ0246* NAVD 88     -      1542.450  (meters)    5060.52   (feet)  ADJUSTED  
 OZ0246  ___________________________________________________________________
 OZ0246  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0246  DYNAMIC HT  -        1541.559 (meters)    5057.60  (feet)  COMP
 OZ0246  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 OZ0246
 OZ0246  VERT ORDER  -  SECOND    CLASS 0
 OZ0246
 OZ0246.The horizontal coordinates were scaled from a topographic map and have
 OZ0246.an estimated accuracy of +/- 6 seconds.
 OZ0246
 OZ0246.The orthometric height was determined by differential leveling
 OZ0246.and adjusted by the National Geodetic Survey in June 1991..
 OZ0246
 OZ0246.The geoid height was determined by GEOID03.
 OZ0246
 OZ0246.The dynamic height is computed by dividing the NAVD 88
 OZ0246.geopotential number by the normal gravity value computed on the
 OZ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0246.degrees latitude (g = 980.6199 gals.).
 OZ0246
 OZ0246.The modeled gravity was interpolated from observed gravity values.
 OZ0246
 OZ0246;                    North         East    Units  Estimated Accuracy
 OZ0246;SPC ID C     -   186,390.      435,790.      MT  (+/- 180 meters Scaled)
 OZ0246
 OZ0246                          SUPERSEDED SURVEY CONTROL
 OZ0246
 OZ0246  NGVD 29 (??/??/92) 1541.369  (m)         5056.97   (f) ADJ UNCH    2 0
 OZ0246
 OZ0246.Superseded values are not recommended for survey control.
 OZ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0246.See file dsdata.txt to determine how the superseded data were derived.
 OZ0246
 OZ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ789011(NAD 83)
 OZ0246_MARKER: DD = SURVEY DISK
 OZ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0246_STAMPING: 5058.49 418-50.1
 OZ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0246+STABILITY: SURFACE MOTION
 OZ0246
 OZ0246  HISTORY     - Date     Condition        Report By
 OZ0246  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0246  HISTORY     - 1950     GOOD             NGS
 OZ0246  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0246
 OZ0246                          STATION DESCRIPTION
 OZ0246
 OZ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0246'0.3 MI S FROM FAIRFIELD.
 OZ0246'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0246'AT THE INTERSECTION OF STATE HIGHWAY 68, ON THE WEST BANK OF A DRAIN
 OZ0246'DITCH, AT A FENCE LINE 40 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 OZ0246'HIGHWAY, 36 1/2 FEET WEST OF THE CENTER LINE OF CENTER STREET, 5.7
 OZ0246'FEET WEST OF A CORNER FENCE POST, 1.7 FEET EAST OF A WITNESS POST,
 OZ0246'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OZ0246'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OZ0246
 OZ0246                          STATION RECOVERY (1981)
 OZ0246
 OZ0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0253 ***********************************************************************
 OZ0253  DESIGNATION -  5060.34
 OZ0253  PID         -  OZ0253
 OZ0253  STATE/COUNTY-  ID/CAMAS
 OZ0253  USGS QUAD   -  FAIRFIELD (1986)
 OZ0253
 OZ0253                         *CURRENT SURVEY CONTROL
 OZ0253  ___________________________________________________________________
 OZ0253* NAD 83(1986)-  43 20 31.     (N)    114 50 26.     (W)     SCALED    
 OZ0253* NAVD 88     -      1542.972  (meters)    5062.23   (feet)  ADJUSTED  
 OZ0253  ___________________________________________________________________
 OZ0253  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OZ0253  DYNAMIC HT  -        1542.082 (meters)    5059.31  (feet)  COMP
 OZ0253  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 OZ0253
 OZ0253  VERT ORDER  -  SECOND    CLASS 0
 OZ0253
 OZ0253.The horizontal coordinates were scaled from a topographic map and have
 OZ0253.an estimated accuracy of +/- 6 seconds.
 OZ0253
 OZ0253.The orthometric height was determined by differential leveling
 OZ0253.and adjusted by the National Geodetic Survey in June 1991..
 OZ0253
 OZ0253.The geoid height was determined by GEOID03.
 OZ0253
 OZ0253.The dynamic height is computed by dividing the NAVD 88
 OZ0253.geopotential number by the normal gravity value computed on the
 OZ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0253.degrees latitude (g = 980.6199 gals.).
 OZ0253
 OZ0253.The modeled gravity was interpolated from observed gravity values.
 OZ0253
 OZ0253;                    North         East    Units  Estimated Accuracy
 OZ0253;SPC ID C     -   186,430.      431,850.      MT  (+/- 180 meters Scaled)
 OZ0253
 OZ0253                          SUPERSEDED SURVEY CONTROL
 OZ0253
 OZ0253  NGVD 29 (??/??/92) 1541.892  (m)         5058.69   (f) ADJ UNCH    2 0
 OZ0253
 OZ0253.Superseded values are not recommended for survey control.
 OZ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0253.See file dsdata.txt to determine how the superseded data were derived.
 OZ0253
 OZ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ750010(NAD 83)
 OZ0253_MARKER: DD = SURVEY DISK
 OZ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0253_STAMPING: 5060.34 287-16.3
 OZ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0253+STABILITY: SURFACE MOTION
 OZ0253
 OZ0253  HISTORY     - Date     Condition        Report By
 OZ0253  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0253  HISTORY     - 1950     GOOD             NGS
 OZ0253
 OZ0253                          STATION DESCRIPTION
 OZ0253
 OZ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0253'2.8 MI W FROM FAIRFIELD.
 OZ0253'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0253'THENCE 2.5 MILES WEST ALONG STATE HIGHWAY 68, 201.2 FEET EAST OF THE
 OZ0253'EAST END OF THE SOUTH WOODEN GUARD RAIL OF BRIDGE NO. 13-74-1-8, 40
 OZ0253'1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 1/2 FEET
 OZ0253'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0253'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0254 ***********************************************************************
 OZ0254  DESIGNATION -  5060.34 RM
 OZ0254  PID         -  OZ0254
 OZ0254  STATE/COUNTY-  ID/CAMAS
 OZ0254  USGS QUAD   -  FAIRFIELD (1986)
 OZ0254
 OZ0254                         *CURRENT SURVEY CONTROL
 OZ0254  ___________________________________________________________________
 OZ0254* NAD 83(1986)-  43 20 33.     (N)    114 50 27.     (W)     SCALED    
 OZ0254* NAVD 88     -      1542.789  (meters)    5061.63   (feet)  ADJUSTED  
 OZ0254  ___________________________________________________________________
 OZ0254  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OZ0254  DYNAMIC HT  -        1541.899 (meters)    5058.71  (feet)  COMP
 OZ0254  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 OZ0254
 OZ0254  VERT ORDER  -  SECOND    CLASS 0
 OZ0254
 OZ0254.The horizontal coordinates were scaled from a topographic map and have
 OZ0254.an estimated accuracy of +/- 6 seconds.
 OZ0254
 OZ0254.The orthometric height was determined by differential leveling
 OZ0254.and adjusted by the National Geodetic Survey in June 1991..
 OZ0254
 OZ0254.The geoid height was determined by GEOID03.
 OZ0254
 OZ0254.The dynamic height is computed by dividing the NAVD 88
 OZ0254.geopotential number by the normal gravity value computed on the
 OZ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0254.degrees latitude (g = 980.6199 gals.).
 OZ0254
 OZ0254.The modeled gravity was interpolated from observed gravity values.
 OZ0254
 OZ0254;                    North         East    Units  Estimated Accuracy
 OZ0254;SPC ID C     -   186,490.      431,820.      MT  (+/- 180 meters Scaled)
 OZ0254
 OZ0254                          SUPERSEDED SURVEY CONTROL
 OZ0254
 OZ0254  NGVD 29 (??/??/92) 1541.709  (m)         5058.09   (f) ADJ UNCH    2 0
 OZ0254
 OZ0254.Superseded values are not recommended for survey control.
 OZ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0254.See file dsdata.txt to determine how the superseded data were derived.
 OZ0254
 OZ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ750011(NAD 83)
 OZ0254_MARKER: DD = SURVEY DISK
 OZ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0254+STABILITY: SURFACE MOTION
 OZ0254
 OZ0254  HISTORY     - Date     Condition        Report By
 OZ0254  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0254  HISTORY     - 1950     GOOD             NGS
 OZ0254
 OZ0254                          STATION DESCRIPTION
 OZ0254
 OZ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0254'2.8 MI W FROM FAIRFIELD.
 OZ0254'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0254'THENCE 2.5 MILES WEST ALONG STATE HIGHWAY 68, AT A T JUNCTION OF FENCE
 OZ0254'LINES, 200.2 FEET EAST OF THE EAST END OF THE NORTH WOODEN GUARD RAIL
 OZ0254'OF BRIDGE NO. 13-74-1-8, 39 1/2 FEET NORTH OF THE CENTER LINE OF THE
 OZ0254'HIGHWAY, 4 1/2 FEET EAST OF A TELEPHONE POLE, 2.1 FEET WEST OF A
 OZ0254'WITNESS POST, 1/2 FOOT SOUTH OF A FENCE CORNER POST, ABOUT 2 FEET
 OZ0254'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0254'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0256 ***********************************************************************
 OZ0256  DESIGNATION -  5060.64
 OZ0256  PID         -  OZ0256
 OZ0256  STATE/COUNTY-  ID/CAMAS
 OZ0256  USGS QUAD   -  FAIRFIELD (1986)
 OZ0256
 OZ0256                         *CURRENT SURVEY CONTROL
 OZ0256  ___________________________________________________________________
 OZ0256* NAD 83(1986)-  43 20 31.     (N)    114 51 03.     (W)     SCALED    
 OZ0256* NAVD 88     -      1543.074  (meters)    5062.57   (feet)  ADJUSTED  
 OZ0256  ___________________________________________________________________
 OZ0256  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 OZ0256  DYNAMIC HT  -        1542.183 (meters)    5059.65  (feet)  COMP
 OZ0256  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 OZ0256
 OZ0256  VERT ORDER  -  SECOND    CLASS 0
 OZ0256
 OZ0256.The horizontal coordinates were scaled from a topographic map and have
 OZ0256.an estimated accuracy of +/- 6 seconds.
 OZ0256
 OZ0256.The orthometric height was determined by differential leveling
 OZ0256.and adjusted by the National Geodetic Survey in June 1991..
 OZ0256
 OZ0256.The geoid height was determined by GEOID03.
 OZ0256
 OZ0256.The dynamic height is computed by dividing the NAVD 88
 OZ0256.geopotential number by the normal gravity value computed on the
 OZ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0256.degrees latitude (g = 980.6199 gals.).
 OZ0256
 OZ0256.The modeled gravity was interpolated from observed gravity values.
 OZ0256
 OZ0256;                    North         East    Units  Estimated Accuracy
 OZ0256;SPC ID C     -   186,440.      431,010.      MT  (+/- 180 meters Scaled)
 OZ0256
 OZ0256                          SUPERSEDED SURVEY CONTROL
 OZ0256
 OZ0256  NGVD 29 (??/??/92) 1541.993  (m)         5059.02   (f) ADJ UNCH    2 0
 OZ0256
 OZ0256.Superseded values are not recommended for survey control.
 OZ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0256.See file dsdata.txt to determine how the superseded data were derived.
 OZ0256
 OZ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ742010(NAD 83)
 OZ0256_MARKER: DD = SURVEY DISK
 OZ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0256_STAMPING: 5060.64 261-00
 OZ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0256+STABILITY: SURFACE MOTION
 OZ0256
 OZ0256  HISTORY     - Date     Condition        Report By
 OZ0256  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0256  HISTORY     - 1950     GOOD             NGS
 OZ0256  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0256
 OZ0256                          STATION DESCRIPTION
 OZ0256
 OZ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0256'3.3 MI W FROM FAIRFIELD.
 OZ0256'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0256'THENCE 3.0 MILES WEST ALONG STATE HIGHWAY 68, AT THE INTERSECTION OF A
 OZ0256'NORTH-SOUTH DIRT ROAD, 117.4 FEET EAST OF THE CENTER OF THE SOUTH END
 OZ0256'OF A 36-INCH CORRUGATED METAL PIPE CULVERT, 40 FEET SOUTH OF THE
 OZ0256'CENTER LINE OF THE HIGHWAY, 25 FEET WEST OF THE CENTER LINE OF THE
 OZ0256'DIRT ROAD, 1.4 FEET SOUTH OF A POWER LINE POLE, 1.0 FOOT EAST OF A
 OZ0256'FENCE CORNER POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 OZ0256'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OZ0256
 OZ0256                          STATION RECOVERY (1981)
 OZ0256
 OZ0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0255 ***********************************************************************
 OZ0255  DESIGNATION -  5060.64 RM
 OZ0255  PID         -  OZ0255
 OZ0255  STATE/COUNTY-  ID/CAMAS
 OZ0255  USGS QUAD   -  FAIRFIELD (1986)
 OZ0255
 OZ0255                         *CURRENT SURVEY CONTROL
 OZ0255  ___________________________________________________________________
 OZ0255* NAD 83(1986)-  43 20 33.     (N)    114 51 00.     (W)     SCALED    
 OZ0255* NAVD 88     -      1542.894  (meters)    5061.98   (feet)  ADJUSTED  
 OZ0255  ___________________________________________________________________
 OZ0255  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 OZ0255  DYNAMIC HT  -        1542.004 (meters)    5059.06  (feet)  COMP
 OZ0255  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 OZ0255
 OZ0255  VERT ORDER  -  SECOND    CLASS 0
 OZ0255
 OZ0255.The horizontal coordinates were scaled from a topographic map and have
 OZ0255.an estimated accuracy of +/- 6 seconds.
 OZ0255
 OZ0255.The orthometric height was determined by differential leveling
 OZ0255.and adjusted by the National Geodetic Survey in June 1991..
 OZ0255
 OZ0255.The geoid height was determined by GEOID03.
 OZ0255
 OZ0255.The dynamic height is computed by dividing the NAVD 88
 OZ0255.geopotential number by the normal gravity value computed on the
 OZ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0255.degrees latitude (g = 980.6199 gals.).
 OZ0255
 OZ0255.The modeled gravity was interpolated from observed gravity values.
 OZ0255
 OZ0255;                    North         East    Units  Estimated Accuracy
 OZ0255;SPC ID C     -   186,500.      431,080.      MT  (+/- 180 meters Scaled)
 OZ0255
 OZ0255                          SUPERSEDED SURVEY CONTROL
 OZ0255
 OZ0255  NGVD 29 (??/??/92) 1541.813  (m)         5058.43   (f) ADJ UNCH    2 0
 OZ0255
 OZ0255.Superseded values are not recommended for survey control.
 OZ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0255.See file dsdata.txt to determine how the superseded data were derived.
 OZ0255
 OZ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ742010(NAD 83)
 OZ0255_MARKER: DD = SURVEY DISK
 OZ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0255+STABILITY: SURFACE MOTION
 OZ0255
 OZ0255  HISTORY     - Date     Condition        Report By
 OZ0255  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0255  HISTORY     - 1950     GOOD             NGS
 OZ0255
 OZ0255                          STATION DESCRIPTION
 OZ0255
 OZ0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0255'3.3 MI W FROM FAIRFIELD.
 OZ0255'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0255'THENCE 3.0 MILES WEST ALONG STATE HIGHWAY 68, AT THE INTERSECTION OF A
 OZ0255'NORTH-SOUTH DIRT ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE
 OZ0255'HIGHWAY, 25 1/2 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 4.3
 OZ0255'FEET WEST OF A POWER LINE GUY POLE, 3.4 FEET SOUTHWEST OF A WITNESS
 OZ0255'POST, 1.0 FOOT WEST OF A FENCE CORNER POST, ABOUT 2 FEET LOWER THAN
 OZ0255'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OZ0255'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0229 ***********************************************************************
 PZ0229  DESIGNATION -  5061
 PZ0229  PID         -  PZ0229
 PZ0229  STATE/COUNTY-  ID/CLARK
 PZ0229  USGS QUAD   -  LIDY HOT SPRINGS SE (1969)
 PZ0229
 PZ0229                         *CURRENT SURVEY CONTROL
 PZ0229  ___________________________________________________________________
 PZ0229* NAD 83(1986)-  44 06 24.     (N)    112 34 56.     (W)     SCALED    
 PZ0229* NAVD 88     -      1547.332  (meters)    5076.54   (feet)  ADJUSTED  
 PZ0229  ___________________________________________________________________
 PZ0229  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 PZ0229  DYNAMIC HT  -        1546.560 (meters)    5074.01  (feet)  COMP
 PZ0229  MODELED GRAV-     980,065.2   (mgal)                       NAVD 88
 PZ0229
 PZ0229  VERT ORDER  -  SECOND    CLASS 0
 PZ0229
 PZ0229.The horizontal coordinates were scaled from a topographic map and have
 PZ0229.an estimated accuracy of +/- 6 seconds.
 PZ0229
 PZ0229.The orthometric height was determined by differential leveling
 PZ0229.and adjusted by the National Geodetic Survey in June 1991..
 PZ0229
 PZ0229.The geoid height was determined by GEOID03.
 PZ0229
 PZ0229.The dynamic height is computed by dividing the NAVD 88
 PZ0229.geopotential number by the normal gravity value computed on the
 PZ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0229.degrees latitude (g = 980.6199 gals.).
 PZ0229
 PZ0229.The modeled gravity was interpolated from observed gravity values.
 PZ0229
 PZ0229;                    North         East    Units  Estimated Accuracy
 PZ0229;SPC ID E     -   271,130.      166,730.      MT  (+/- 180 meters Scaled)
 PZ0229
 PZ0229                          SUPERSEDED SURVEY CONTROL
 PZ0229
 PZ0229  NGVD 29 (??/??/92) 1546.210  (m)         5072.86   (f) ADJ UNCH    2 0
 PZ0229
 PZ0229.Superseded values are not recommended for survey control.
 PZ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0229.See file dsdata.txt to determine how the superseded data were derived.
 PZ0229
 PZ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP733849(NAD 83)
 PZ0229_MARKER: Z = SEE DESCRIPTION
 PZ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0229+STABILITY: SURFACE MOTION
 PZ0229
 PZ0229  HISTORY     - Date     Condition        Report By
 PZ0229  HISTORY     - UNK      MONUMENTED       USGS
 PZ0229  HISTORY     - 1929     GOOD             USGS
 PZ0229  HISTORY     - 19990601 MARK NOT FOUND   IDTD
 PZ0229
 PZ0229                          STATION DESCRIPTION
 PZ0229
 PZ0229'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0229'21.8 MI SW FROM DUBOIS.
 PZ0229'21.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0229'DUBOIS, CLARK COUNTY, 8.9 MILES NORTHEAST OF RENO RANCH, 4,500 FEET
 PZ0229'WEST OF CROOKED CREEK, 30 FEET SOUTH OF THE HIGHWAY, AND 1 FOOT NORTH
 PZ0229'OF A MOUND OF STONE.  A 1/4-INCH BRASS ROAD, SET IN THE TOP OF A
 PZ0229'CONCRETE POST.
 PZ0229
 PZ0229                          STATION RECOVERY (1999)
 PZ0229
 PZ0229'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0201 ***********************************************************************
 OZ0201  DESIGNATION -  5061.85
 OZ0201  PID         -  OZ0201
 OZ0201  STATE/COUNTY-  ID/CAMAS
 OZ0201  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0201
 OZ0201                         *CURRENT SURVEY CONTROL
 OZ0201  ___________________________________________________________________
 OZ0201* NAD 83(1986)-  43 16 37.     (N)    114 41 34.     (W)     SCALED    
 OZ0201* NAVD 88     -      1543.128  (meters)    5062.75   (feet)  ADJUSTED  
 OZ0201  ___________________________________________________________________
 OZ0201  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0201  DYNAMIC HT  -        1542.247 (meters)    5059.86  (feet)  COMP
 OZ0201  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 OZ0201
 OZ0201  VERT ORDER  -  SECOND    CLASS 0
 OZ0201
 OZ0201.The horizontal coordinates were scaled from a topographic map and have
 OZ0201.an estimated accuracy of +/- 6 seconds.
 OZ0201
 OZ0201.The orthometric height was determined by differential leveling
 OZ0201.and adjusted by the National Geodetic Survey in June 1991..
 OZ0201
 OZ0201.The geoid height was determined by GEOID03.
 OZ0201
 OZ0201.The dynamic height is computed by dividing the NAVD 88
 OZ0201.geopotential number by the normal gravity value computed on the
 OZ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0201.degrees latitude (g = 980.6199 gals.).
 OZ0201
 OZ0201.The modeled gravity was interpolated from observed gravity values.
 OZ0201
 OZ0201;                    North         East    Units  Estimated Accuracy
 OZ0201;SPC ID C     -   179,100.      443,770.      MT  (+/- 180 meters Scaled)
 OZ0201
 OZ0201                          SUPERSEDED SURVEY CONTROL
 OZ0201
 OZ0201  NGVD 29 (??/??/92) 1542.074  (m)         5059.29   (f) ADJ UNCH    2 0
 OZ0201
 OZ0201.Superseded values are not recommended for survey control.
 OZ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0201.See file dsdata.txt to determine how the superseded data were derived.
 OZ0201
 OZ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH872941(NAD 83)
 OZ0201_MARKER: DD = SURVEY DISK
 OZ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0201_STAMPING: 5061.85 1383+22 BK
 OZ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0201+STABILITY: SURFACE MOTION
 OZ0201
 OZ0201  HISTORY     - Date     Condition        Report By
 OZ0201  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0201  HISTORY     - 1950     GOOD             NGS
 OZ0201  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0201
 OZ0201                          STATION DESCRIPTION
 OZ0201
 OZ0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0201'9.7 MI SE FROM FAIRFIELD.
 OZ0201'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0201'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 4.6 MILES SOUTH
 OZ0201'ALONG STATE HIGHWAY 46, 0.2 MILE NORTHWEST OF THE Y JUNCTION OF A DIRT
 OZ0201'ROAD LEADING EAST, AT THE TOP OF A SMALL HILL, AT THE NORTH END OF A
 OZ0201'CURVE, 36 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15.5 FEET
 OZ0201'NORTH OF THE SOUTH END OF A LONG ROW OF LAVA ROCK, 0.6 FOOT EAST OF A
 OZ0201'FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 OZ0201'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OZ0201
 OZ0201                          STATION RECOVERY (1981)
 OZ0201
 OZ0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0200 ***********************************************************************
 OZ0200  DESIGNATION -  5061.85 RM
 OZ0200  PID         -  OZ0200
 OZ0200  STATE/COUNTY-  ID/CAMAS
 OZ0200  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0200
 OZ0200                         *CURRENT SURVEY CONTROL
 OZ0200  ___________________________________________________________________
 OZ0200* NAD 83(1986)-  43 16 35.     (N)    114 41 38.     (W)     SCALED    
 OZ0200* NAVD 88     -      1544.065  (meters)    5065.82   (feet)  ADJUSTED  
 OZ0200  ___________________________________________________________________
 OZ0200  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0200  DYNAMIC HT  -        1543.183 (meters)    5062.93  (feet)  COMP
 OZ0200  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 OZ0200
 OZ0200  VERT ORDER  -  SECOND    CLASS 0
 OZ0200
 OZ0200.The horizontal coordinates were scaled from a topographic map and have
 OZ0200.an estimated accuracy of +/- 6 seconds.
 OZ0200
 OZ0200.The orthometric height was determined by differential leveling
 OZ0200.and adjusted by the National Geodetic Survey in June 1991..
 OZ0200
 OZ0200.The geoid height was determined by GEOID03.
 OZ0200
 OZ0200.The dynamic height is computed by dividing the NAVD 88
 OZ0200.geopotential number by the normal gravity value computed on the
 OZ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0200.degrees latitude (g = 980.6199 gals.).
 OZ0200
 OZ0200.The modeled gravity was interpolated from observed gravity values.
 OZ0200
 OZ0200;                    North         East    Units  Estimated Accuracy
 OZ0200;SPC ID C     -   179,040.      443,680.      MT  (+/- 180 meters Scaled)
 OZ0200
 OZ0200                          SUPERSEDED SURVEY CONTROL
 OZ0200
 OZ0200  NGVD 29 (??/??/92) 1543.010  (m)         5062.36   (f) ADJ UNCH    2 0
 OZ0200
 OZ0200.Superseded values are not recommended for survey control.
 OZ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0200.See file dsdata.txt to determine how the superseded data were derived.
 OZ0200
 OZ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH871940(NAD 83)
 OZ0200_MARKER: DD = SURVEY DISK
 OZ0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0200+STABILITY: SURFACE MOTION
 OZ0200
 OZ0200  HISTORY     - Date     Condition        Report By
 OZ0200  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0200  HISTORY     - 1950     GOOD             NGS
 OZ0200  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0200
 OZ0200                          STATION DESCRIPTION
 OZ0200
 OZ0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0200'9.7 MI SE FROM FAIRFIELD.
 OZ0200'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0200'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 4.6 MILES SOUTH
 OZ0200'ALONG STATE HIGHWAY 46, 0.2 MILE NORTHWEST OF THE Y JUNCTION OF A DIRT
 OZ0200'ROAD LEADING EAST, AT THE NORTH END OF A CURVE, AT THE TOP OF A SMALL
 OZ0200'HILL, 43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 11.4 FEET NORTH
 OZ0200'OF THE NORTH END OF A GATE, 0.3 FOOT EAST OF A FENCE, ABOUT 1 FOOT
 OZ0200'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0200'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 OZ0200
 OZ0200                          STATION RECOVERY (1981)
 OZ0200
 OZ0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0259 ***********************************************************************
 OZ0259  DESIGNATION -  5065.51
 OZ0259  PID         -  OZ0259
 OZ0259  STATE/COUNTY-  ID/CAMAS
 OZ0259  USGS QUAD   -  FAIRFIELD (1986)
 OZ0259
 OZ0259                         *CURRENT SURVEY CONTROL
 OZ0259  ___________________________________________________________________
 OZ0259* NAD 83(1986)-  43 20 31.     (N)    114 52 15.     (W)     SCALED    
 OZ0259* NAVD 88     -      1544.564  (meters)    5067.46   (feet)  ADJUSTED  
 OZ0259  ___________________________________________________________________
 OZ0259  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OZ0259  DYNAMIC HT  -        1543.672 (meters)    5064.53  (feet)  COMP
 OZ0259  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 OZ0259
 OZ0259  VERT ORDER  -  SECOND    CLASS 0
 OZ0259
 OZ0259.The horizontal coordinates were scaled from a topographic map and have
 OZ0259.an estimated accuracy of +/- 6 seconds.
 OZ0259
 OZ0259.The orthometric height was determined by differential leveling
 OZ0259.and adjusted by the National Geodetic Survey in June 1991..
 OZ0259
 OZ0259.The geoid height was determined by GEOID03.
 OZ0259
 OZ0259.The dynamic height is computed by dividing the NAVD 88
 OZ0259.geopotential number by the normal gravity value computed on the
 OZ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0259.degrees latitude (g = 980.6199 gals.).
 OZ0259
 OZ0259.The modeled gravity was interpolated from observed gravity values.
 OZ0259
 OZ0259;                    North         East    Units  Estimated Accuracy
 OZ0259;SPC ID C     -   186,450.      429,390.      MT  (+/- 180 meters Scaled)
 OZ0259
 OZ0259                          SUPERSEDED SURVEY CONTROL
 OZ0259
 OZ0259  NGVD 29 (??/??/92) 1543.482  (m)         5063.91   (f) ADJ UNCH    2 0
 OZ0259
 OZ0259.Superseded values are not recommended for survey control.
 OZ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0259.See file dsdata.txt to determine how the superseded data were derived.
 OZ0259
 OZ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ725009(NAD 83)
 OZ0259_MARKER: DD = SURVEY DISK
 OZ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0259_STAMPING: 5065.51 208-34.9
 OZ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0259+STABILITY: SURFACE MOTION
 OZ0259
 OZ0259  HISTORY     - Date     Condition        Report By
 OZ0259  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0259  HISTORY     - 1950     GOOD             NGS
 OZ0259  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0259
 OZ0259                          STATION DESCRIPTION
 OZ0259
 OZ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0259'3.7 MI E FROM CORRAL.
 OZ0259'3.7 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE
 OZ0259'AT CORRAL, 4.3 MILES WEST OF FAIRFIELD, AT THE INTERSECTION OF A
 OZ0259'NORTH-SOUTH DIRT ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE
 OZ0259'HIGHWAY, 26 1/2 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 21.3
 OZ0259'FEET SOUTHEAST OF THE CENTER OF THE SOUTH END OF A 24-INCH CORRUGATED
 OZ0259'METAL PIPE CULVERT, 11.3 FEET EAST OF A POWER LINE GUY POLE, 1 FOOT
 OZ0259'NORTHEAST OF A FENCE CORNER POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY,
 OZ0259'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OZ0259'GROUND.
 OZ0259
 OZ0259                          STATION RECOVERY (1981)
 OZ0259
 OZ0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0258 ***********************************************************************
 OZ0258  DESIGNATION -  5065.51 RM 1
 OZ0258  PID         -  OZ0258
 OZ0258  STATE/COUNTY-  ID/CAMAS
 OZ0258  USGS QUAD   -  FAIRFIELD (1986)
 OZ0258
 OZ0258                         *CURRENT SURVEY CONTROL
 OZ0258  ___________________________________________________________________
 OZ0258* NAD 83(1986)-  43 20 33.     (N)    114 52 14.     (W)     SCALED    
 OZ0258* NAVD 88     -      1544.692  (meters)    5067.88   (feet)  ADJUSTED  
 OZ0258  ___________________________________________________________________
 OZ0258  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OZ0258  DYNAMIC HT  -        1543.800 (meters)    5064.95  (feet)  COMP
 OZ0258  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 OZ0258
 OZ0258  VERT ORDER  -  SECOND    CLASS 0
 OZ0258
 OZ0258.The horizontal coordinates were scaled from a topographic map and have
 OZ0258.an estimated accuracy of +/- 6 seconds.
 OZ0258
 OZ0258.The orthometric height was determined by differential leveling
 OZ0258.and adjusted by the National Geodetic Survey in June 1991..
 OZ0258
 OZ0258.The geoid height was determined by GEOID03.
 OZ0258
 OZ0258.The dynamic height is computed by dividing the NAVD 88
 OZ0258.geopotential number by the normal gravity value computed on the
 OZ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0258.degrees latitude (g = 980.6199 gals.).
 OZ0258
 OZ0258.The modeled gravity was interpolated from observed gravity values.
 OZ0258
 OZ0258;                    North         East    Units  Estimated Accuracy
 OZ0258;SPC ID C     -   186,520.      429,410.      MT  (+/- 180 meters Scaled)
 OZ0258
 OZ0258                          SUPERSEDED SURVEY CONTROL
 OZ0258
 OZ0258  NGVD 29 (??/??/92) 1543.610  (m)         5064.33   (f) ADJ UNCH    2 0
 OZ0258
 OZ0258.Superseded values are not recommended for survey control.
 OZ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0258.See file dsdata.txt to determine how the superseded data were derived.
 OZ0258
 OZ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ726010(NAD 83)
 OZ0258_MARKER: DD = SURVEY DISK
 OZ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0258+STABILITY: SURFACE MOTION
 OZ0258
 OZ0258  HISTORY     - Date     Condition        Report By
 OZ0258  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0258  HISTORY     - 1950     GOOD             NGS
 OZ0258
 OZ0258                          STATION DESCRIPTION
 OZ0258
 OZ0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0258'3.7 MI E FROM CORRAL.
 OZ0258'3.7 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE
 OZ0258'AT CORRAL, 4.3 MILES WEST OF FAIRFIELD, AT THE INTERSECTION OF A
 OZ0258'NORTH-SOUTH DIRT ROAD, 40 FEET NORTH OF THE CENTER LINE OF THE
 OZ0258'HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 3 1/2 FEET
 OZ0258'SOUTH OF A FENCE CORNER POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY,
 OZ0258'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE THE
 OZ0258'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0257 ***********************************************************************
 OZ0257  DESIGNATION -  5065.51 RM 2
 OZ0257  PID         -  OZ0257
 OZ0257  STATE/COUNTY-  ID/CAMAS
 OZ0257  USGS QUAD   -  FAIRFIELD (1986)
 OZ0257
 OZ0257                         *CURRENT SURVEY CONTROL
 OZ0257  ___________________________________________________________________
 OZ0257* NAD 83(1986)-  43 20 32.     (N)    114 52 13.     (W)     SCALED    
 OZ0257* NAVD 88     -      1544.612  (meters)    5067.61   (feet)  ADJUSTED  
 OZ0257  ___________________________________________________________________
 OZ0257  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OZ0257  DYNAMIC HT  -        1543.720 (meters)    5064.69  (feet)  COMP
 OZ0257  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 OZ0257
 OZ0257  VERT ORDER  -  SECOND    CLASS 0
 OZ0257
 OZ0257.The horizontal coordinates were scaled from a topographic map and have
 OZ0257.an estimated accuracy of +/- 6 seconds.
 OZ0257
 OZ0257.The orthometric height was determined by differential leveling
 OZ0257.and adjusted by the National Geodetic Survey in June 1991..
 OZ0257
 OZ0257.The geoid height was determined by GEOID03.
 OZ0257
 OZ0257.The dynamic height is computed by dividing the NAVD 88
 OZ0257.geopotential number by the normal gravity value computed on the
 OZ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0257.degrees latitude (g = 980.6199 gals.).
 OZ0257
 OZ0257.The modeled gravity was interpolated from observed gravity values.
 OZ0257
 OZ0257;                    North         East    Units  Estimated Accuracy
 OZ0257;SPC ID C     -   186,480.      429,440.      MT  (+/- 180 meters Scaled)
 OZ0257
 OZ0257                          SUPERSEDED SURVEY CONTROL
 OZ0257
 OZ0257  NGVD 29 (??/??/92) 1543.530  (m)         5064.06   (f) ADJ UNCH    2 0
 OZ0257
 OZ0257.Superseded values are not recommended for survey control.
 OZ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0257.See file dsdata.txt to determine how the superseded data were derived.
 OZ0257
 OZ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ726010(NAD 83)
 OZ0257_MARKER: DD = SURVEY DISK
 OZ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0257+STABILITY: SURFACE MOTION
 OZ0257
 OZ0257  HISTORY     - Date     Condition        Report By
 OZ0257  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0257  HISTORY     - 1950     GOOD             NGS
 OZ0257
 OZ0257                          STATION DESCRIPTION
 OZ0257
 OZ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0257'3.7 MI E FROM CORRAL.
 OZ0257'3.7 MILES EAST ALONG STATE HIGHWAY 68 FROM THE STORE AND POST OFFICE
 OZ0257'AT CORRAL, 4.3 MILES WEST OF FAIRFIELD, AT THE INTERSECTION OF A
 OZ0257'NORTH-SOUTH DIRT ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE
 OZ0257'HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 8 FEET WEST
 OZ0257'OF A FENCE CORNER POST, 3 1/2 FEET WEST OF A POWER LINE POLE, ABOUT 2
 OZ0257'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0257'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0260 ***********************************************************************
 OZ0260  DESIGNATION -  5065.51 RM 3
 OZ0260  PID         -  OZ0260
 OZ0260  STATE/COUNTY-  ID/CAMAS
 OZ0260  USGS QUAD   -  FAIRFIELD (1986)
 OZ0260
 OZ0260                         *CURRENT SURVEY CONTROL
 OZ0260  ___________________________________________________________________
 OZ0260* NAD 83(1986)-  43 20 33.     (N)    114 52 16.     (W)     SCALED    
 OZ0260* NAVD 88     -      1544.692  (meters)    5067.88   (feet)  ADJUSTED  
 OZ0260  ___________________________________________________________________
 OZ0260  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OZ0260  DYNAMIC HT  -        1543.800 (meters)    5064.95  (feet)  COMP
 OZ0260  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 OZ0260
 OZ0260  VERT ORDER  -  SECOND    CLASS 0
 OZ0260
 OZ0260.The horizontal coordinates were scaled from a topographic map and have
 OZ0260.an estimated accuracy of +/- 6 seconds.
 OZ0260
 OZ0260.The orthometric height was determined by differential leveling
 OZ0260.and adjusted by the National Geodetic Survey in June 1991..
 OZ0260
 OZ0260.The geoid height was determined by GEOID03.
 OZ0260
 OZ0260.The dynamic height is computed by dividing the NAVD 88
 OZ0260.geopotential number by the normal gravity value computed on the
 OZ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0260.degrees latitude (g = 980.6199 gals.).
 OZ0260
 OZ0260.The modeled gravity was interpolated from observed gravity values.
 OZ0260
 OZ0260;                    North         East    Units  Estimated Accuracy
 OZ0260;SPC ID C     -   186,520.      429,370.      MT  (+/- 180 meters Scaled)
 OZ0260
 OZ0260                          SUPERSEDED SURVEY CONTROL
 OZ0260
 OZ0260  NGVD 29 (??/??/92) 1543.610  (m)         5064.33   (f) ADJ UNCH    2 0
 OZ0260
 OZ0260.Superseded values are not recommended for survey control.
 OZ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0260.See file dsdata.txt to determine how the superseded data were derived.
 OZ0260
 OZ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ725010(NAD 83)
 OZ0260_MARKER: DD = SURVEY DISK
 OZ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0260+STABILITY: SURFACE MOTION
 OZ0260
 OZ0260  HISTORY     - Date     Condition        Report By
 OZ0260  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0260  HISTORY     - 1950     GOOD             NGS
 OZ0260
 OZ0260                          STATION DESCRIPTION
 OZ0260
 OZ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0260'3.7 MI E FROM CORRAL.
 OZ0260'3.7 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE
 OZ0260'AT CORRAL, 4.3 MILES WEST OF FAIRFIELD, AT THE INTERSECTION OF A
 OZ0260'NORTH-SOUTH DIRT ROAD, 40 FEET NORTH OF THE CENTER LINE OF THE
 OZ0260'HIGHWAY, 26 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 21.3 FEET
 OZ0260'NORTH OF THE CENTER OF THE NORTH END OF A 24-INCH CORRUGATED METAL
 OZ0260'PIPE CULVERT, 6 FEET NORTHEAST OF A TELEPHONE POLE 2 1/2 REET EAST OF
 OZ0260'A FENCE CORNER POST, 2.3 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2
 OZ0260'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0260'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0645 ***********************************************************************
 OY0645  DESIGNATION -  5069
 OY0645  PID         -  OY0645
 OY0645  STATE/COUNTY-  ID/BUTTE
 OY0645  USGS QUAD   -  BIG SOUTHERN BUTTE (1972)
 OY0645
 OY0645                         *CURRENT SURVEY CONTROL
 OY0645  ___________________________________________________________________
 OY0645* NAD 83(1986)-  43 29 26.     (N)    113 01 17.     (W)     SCALED    
 OY0645* NAVD 88     -      1545.881  (meters)    5071.78   (feet)  ADJUSTED  
 OY0645  ___________________________________________________________________
 OY0645  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 OY0645  DYNAMIC HT  -        1545.050 (meters)    5069.05  (feet)  COMP
 OY0645  MODELED GRAV-     980,027.1   (mgal)                       NAVD 88
 OY0645
 OY0645  VERT ORDER  -  SECOND    CLASS 0
 OY0645
 OY0645.The horizontal coordinates were scaled from a topographic map and have
 OY0645.an estimated accuracy of +/- 6 seconds.
 OY0645
 OY0645.The orthometric height was determined by differential leveling
 OY0645.and adjusted by the National Geodetic Survey in June 1991..
 OY0645
 OY0645.The geoid height was determined by GEOID03.
 OY0645
 OY0645.The dynamic height is computed by dividing the NAVD 88
 OY0645.geopotential number by the normal gravity value computed on the
 OY0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0645.degrees latitude (g = 980.6199 gals.).
 OY0645
 OY0645.The modeled gravity was interpolated from observed gravity values.
 OY0645
 OY0645;                    North         East    Units  Estimated Accuracy
 OY0645;SPC ID C     -   203,060.      579,160.      MT  (+/- 180 meters Scaled)
 OY0645
 OY0645                          SUPERSEDED SURVEY CONTROL
 OY0645
 OY0645  NGVD 29 (??/??/92) 1544.817  (m)         5068.29   (f) ADJ UNCH    2 0
 OY0645
 OY0645.Superseded values are not recommended for survey control.
 OY0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0645.See file dsdata.txt to determine how the superseded data were derived.
 OY0645
 OY0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP365172(NAD 83)
 OY0645_MARKER: DD = SURVEY DISK
 OY0645_SETTING: 66 = SET IN ROCK OUTCROP
 OY0645_SP_SET: UNSPEC. ROCK
 OY0645_STAMPING: 5069 1912 15
 OY0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0645+STABILITY: POSITION/ELEVATION WELL
 OY0645
 OY0645  HISTORY     - Date     Condition        Report By
 OY0645  HISTORY     - 1912     MONUMENTED       USGS
 OY0645  HISTORY     - 1948     GOOD             NGS
 OY0645  HISTORY     - 19920619 MARK NOT FOUND   NGS
 OY0645
 OY0645                          STATION DESCRIPTION
 OY0645
 OY0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0645'18.6 MI SE FROM ARCO.
 OY0645'18.6 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0645'STATION AT ARCO, BUTTE COUNTY, 540 FEET WEST OF MILEPOST 41, AT A CUT
 OY0645'THROUGH LAVA ROCK, 120 FEET WEST OF THE EAST END, 10 FEET SOUTH OF THE
 OY0645'CENTERLINE OF THE TRACK, AND IN THE TOP OF THE ROCK.  A UNITED STATES
 OY0645'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5069 1912 15.
 OY0645
 OY0645                          STATION RECOVERY (1992)
 OY0645
 OY0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0645'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0262 ***********************************************************************
 OZ0262  DESIGNATION -  5070.93
 OZ0262  PID         -  OZ0262
 OZ0262  STATE/COUNTY-  ID/CAMAS
 OZ0262  USGS QUAD   -  CORRAL (1986)
 OZ0262
 OZ0262                         *CURRENT SURVEY CONTROL
 OZ0262  ___________________________________________________________________
 OZ0262* NAD 83(1986)-  43 20 32.     (N)    114 53 25.     (W)     SCALED    
 OZ0262* NAVD 88     -      1546.215  (meters)    5072.87   (feet)  ADJUSTED  
 OZ0262  ___________________________________________________________________
 OZ0262  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 OZ0262  DYNAMIC HT  -        1545.321 (meters)    5069.94  (feet)  COMP
 OZ0262  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 OZ0262
 OZ0262  VERT ORDER  -  SECOND    CLASS 0
 OZ0262
 OZ0262.The horizontal coordinates were scaled from a topographic map and have
 OZ0262.an estimated accuracy of +/- 6 seconds.
 OZ0262
 OZ0262.The orthometric height was determined by differential leveling
 OZ0262.and adjusted by the National Geodetic Survey in June 1991..
 OZ0262
 OZ0262.The geoid height was determined by GEOID03.
 OZ0262
 OZ0262.The dynamic height is computed by dividing the NAVD 88
 OZ0262.geopotential number by the normal gravity value computed on the
 OZ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0262.degrees latitude (g = 980.6199 gals.).
 OZ0262
 OZ0262.The modeled gravity was interpolated from observed gravity values.
 OZ0262
 OZ0262;                    North         East    Units  Estimated Accuracy
 OZ0262;SPC ID C     -   186,500.      427,810.      MT  (+/- 180 meters Scaled)
 OZ0262
 OZ0262                          SUPERSEDED SURVEY CONTROL
 OZ0262
 OZ0262  NGVD 29 (??/??/92) 1545.131  (m)         5069.32   (f) ADJ UNCH    2 0
 OZ0262
 OZ0262.Superseded values are not recommended for survey control.
 OZ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0262.See file dsdata.txt to determine how the superseded data were derived.
 OZ0262
 OZ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ710009(NAD 83)
 OZ0262_MARKER: DD = SURVEY DISK
 OZ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0262_STAMPING: 5070.93 156-53.7
 OZ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0262+STABILITY: SURFACE MOTION
 OZ0262
 OZ0262  HISTORY     - Date     Condition        Report By
 OZ0262  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0262  HISTORY     - 1950     GOOD             NGS
 OZ0262
 OZ0262                          STATION DESCRIPTION
 OZ0262
 OZ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0262'2.7 MI E FROM CORRAL.
 OZ0262'2.7 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE
 OZ0262'AT CORRAL, 0.2 MILE WEST OF TREE MILE CREEK, AT THE INTERSECTION OF A
 OZ0262'NORTH-SOUTH DIRT ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 OZ0262'25 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 11.6 FEET SOUTHEAST
 OZ0262'OF THE CENTER OF THE EAST END OF A 12-INCH CORRUGATED METAL PIPE
 OZ0262'CULVERT, 2.8 FEET SOUTHEAST OF A WITNESS POST, 1 FOOT NORTHWEST OF A
 OZ0262'FENCE CORNER POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN
 OZ0262'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0508 ***********************************************************************
 OY0508  DESIGNATION -  5078
 OY0508  PID         -  OY0508
 OY0508  STATE/COUNTY-  ID/BUTTE
 OY0508  USGS QUAD   -  ARCO HILLS SE (1972)
 OY0508
 OY0508                         *CURRENT SURVEY CONTROL
 OY0508  ___________________________________________________________________
 OY0508* NAD 83(1986)-  43 31 22.     (N)    113 06 11.     (W)     SCALED    
 OY0508* NAVD 88     -      1548.716  (meters)    5081.08   (feet)  ADJUSTED  
 OY0508  ___________________________________________________________________
 OY0508  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 OY0508  DYNAMIC HT  -        1547.880 (meters)    5078.34  (feet)  COMP
 OY0508  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 OY0508
 OY0508  VERT ORDER  -  FIRST     CLASS II
 OY0508
 OY0508.The horizontal coordinates were scaled from a topographic map and have
 OY0508.an estimated accuracy of +/- 6 seconds.
 OY0508
 OY0508.The orthometric height was determined by differential leveling
 OY0508.and adjusted by the National Geodetic Survey in June 1991..
 OY0508
 OY0508.The geoid height was determined by GEOID03.
 OY0508
 OY0508.The dynamic height is computed by dividing the NAVD 88
 OY0508.geopotential number by the normal gravity value computed on the
 OY0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0508.degrees latitude (g = 980.6199 gals.).
 OY0508
 OY0508.The modeled gravity was interpolated from observed gravity values.
 OY0508
 OY0508;                    North         East    Units  Estimated Accuracy
 OY0508;SPC ID C     -   206,570.      572,510.      MT  (+/- 180 meters Scaled)
 OY0508
 OY0508                          SUPERSEDED SURVEY CONTROL
 OY0508
 OY0508  NGVD 29 (08/20/92) 1547.655  (m)         5077.60   (f) ADJUSTED    1 2
 OY0508
 OY0508.Superseded values are not recommended for survey control.
 OY0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0508.See file dsdata.txt to determine how the superseded data were derived.
 OY0508
 OY0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP300210(NAD 83)
 OY0508_MARKER: DB = BENCH MARK DISK
 OY0508_SETTING: 66 = SET IN ROCK OUTCROP
 OY0508_SP_SET: BEDROCK
 OY0508_STAMPING: 5078 1912 17
 OY0508_MARK LOGO: USGS  
 OY0508_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0508+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0508
 OY0508  HISTORY     - Date     Condition        Report By
 OY0508  HISTORY     - 1912     MONUMENTED       USGS
 OY0508  HISTORY     - 1948     GOOD             NGS
 OY0508  HISTORY     - 19920619 GOOD             NGS
 OY0508
 OY0508                          STATION DESCRIPTION
 OY0508
 OY0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0508'13.7 MI SE FROM ARCO.
 OY0508'13.7 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0508'STATION AT ARCO, BUTTE COUNTY, 1.3 MILES WEST OF THE STATION SIGN AT
 OY0508'PIONEER, IN A CUT THROUGH LAVA ROCK, 270 FEET EAST OF THE WEST END, 9
 OY0508'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A LAVA
 OY0508'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 OY0508'5078 1912 17.
 OY0508
 OY0508                          STATION RECOVERY (1992)
 OY0508
 OY0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0508'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0508'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 16.6 KM (10.30 MI)
 OY0508'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, NEAR THE SOUTHEAST
 OY0508'END OF A 5 BY-35 FOOT EXPOSED AREA OF BEDROCK IN A RAILROAD CUT, 82.3
 OY0508'M (270.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE CUT, 67.6 M (221.8
 OY0508'FT) NORTHWEST OF MILEPOST 46, AND 2.6 M (8.5 FT) SOUTHWEST OF AND
 OY0508'LEVEL WITH THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0389 ***********************************************************************
 OZ0389  DESIGNATION -  5078
 OZ0389  PID         -  OZ0389
 OZ0389  STATE/COUNTY-  ID/ELMORE
 OZ0389  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0389
 OZ0389                         *CURRENT SURVEY CONTROL
 OZ0389  ___________________________________________________________________
 OZ0389* NAD 83(1986)-  43 51 35.     (N)    115 22 13.     (W)     SCALED    
 OZ0389* NAVD 88     -      1548.736  (meters)    5081.14   (feet)  ADJUSTED  
 OZ0389  ___________________________________________________________________
 OZ0389  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 OZ0389  DYNAMIC HT  -        1547.856 (meters)    5078.26  (feet)  COMP
 OZ0389  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 OZ0389
 OZ0389  VERT ORDER  -  SECOND    CLASS 0
 OZ0389
 OZ0389.The horizontal coordinates were scaled from a topographic map and have
 OZ0389.an estimated accuracy of +/- 6 seconds.
 OZ0389
 OZ0389.The orthometric height was determined by differential leveling
 OZ0389.and adjusted by the National Geodetic Survey in June 1991..
 OZ0389
 OZ0389.The geoid height was determined by GEOID03.
 OZ0389
 OZ0389.The dynamic height is computed by dividing the NAVD 88
 OZ0389.geopotential number by the normal gravity value computed on the
 OZ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0389.degrees latitude (g = 980.6199 gals.).
 OZ0389
 OZ0389.The modeled gravity was interpolated from observed gravity values.
 OZ0389
 OZ0389;                    North         East    Units  Estimated Accuracy
 OZ0389;SPC ID W     -   243,680.      830,530.      MT  (+/- 180 meters Scaled)
 OZ0389
 OZ0389                          SUPERSEDED SURVEY CONTROL
 OZ0389
 OZ0389  NGVD 29 (??/??/92) 1547.520  (m)         5077.16   (f) ADJ UNCH    2 0
 OZ0389
 OZ0389.Superseded values are not recommended for survey control.
 OZ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0389.See file dsdata.txt to determine how the superseded data were derived.
 OZ0389
 OZ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ309575(NAD 83)
 OZ0389_MARKER: Q = CHISELED SQUARE
 OZ0389_SETTING: 80 = SET IN A BOULDER
 OZ0389_SP_SET: BOULDER
 OZ0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0389+STABILITY: SURFACE MOTION
 OZ0389
 OZ0389  HISTORY     - Date     Condition        Report By
 OZ0389  HISTORY     - UNK      MONUMENTED       USGS
 OZ0389  HISTORY     - 1950     GOOD             NGS
 OZ0389
 OZ0389                          STATION DESCRIPTION
 OZ0389
 OZ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0389'5.1 MI S FROM DEER PARK GUARD STATION.
 OZ0389'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0389'THENCE 4.7 MILES SOUTH ALONG A GRADED FOREST SERVICE ROAD, AT THE EAST
 OZ0389'BASE OF A HILL, ABOUT 125 YARDS NORTH OF A WOODEN BRIDGE OVER SWANHOLM
 OZ0389'CREEK, ABOUT 85 YARDS SOUTH OF BENCH MARK 94 E (USGS), IN THE TOP OF A
 OZ0389'BOULDER PROJECTING 2.5 FEET ABOVE THE GROUND, 60 FEET WEST OF THE
 OZ0389'CENTER LINE OF THE ROAD, 11 FEET NORTHEAST OF A 24-INCH FIR TREE,
 OZ0389'ABOUT 6 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 OZ0389'LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0263 ***********************************************************************
 OZ0263  DESIGNATION -  5079.22
 OZ0263  PID         -  OZ0263
 OZ0263  STATE/COUNTY-  ID/CAMAS
 OZ0263  USGS QUAD   -  CORRAL (1986)
 OZ0263
 OZ0263                         *CURRENT SURVEY CONTROL
 OZ0263  ___________________________________________________________________
 OZ0263* NAD 83(1986)-  43 20 32.     (N)    114 54 35.     (W)     SCALED    
 OZ0263* NAVD 88     -      1548.591  (meters)    5080.67   (feet)  ADJUSTED  
 OZ0263  ___________________________________________________________________
 OZ0263  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 OZ0263  DYNAMIC HT  -        1547.694 (meters)    5077.73  (feet)  COMP
 OZ0263  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 OZ0263
 OZ0263  VERT ORDER  -  SECOND    CLASS 0
 OZ0263
 OZ0263.The horizontal coordinates were scaled from a topographic map and have
 OZ0263.an estimated accuracy of +/- 6 seconds.
 OZ0263
 OZ0263.The orthometric height was determined by differential leveling
 OZ0263.and adjusted by the National Geodetic Survey in June 1991..
 OZ0263
 OZ0263.The geoid height was determined by GEOID03.
 OZ0263
 OZ0263.The dynamic height is computed by dividing the NAVD 88
 OZ0263.geopotential number by the normal gravity value computed on the
 OZ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0263.degrees latitude (g = 980.6199 gals.).
 OZ0263
 OZ0263.The modeled gravity was interpolated from observed gravity values.
 OZ0263
 OZ0263;                    North         East    Units  Estimated Accuracy
 OZ0263;SPC ID C     -   186,520.      426,240.      MT  (+/- 180 meters Scaled)
 OZ0263
 OZ0263                          SUPERSEDED SURVEY CONTROL
 OZ0263
 OZ0263  NGVD 29 (??/??/92) 1547.504  (m)         5077.10   (f) ADJ UNCH    2 0
 OZ0263
 OZ0263.Superseded values are not recommended for survey control.
 OZ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0263.See file dsdata.txt to determine how the superseded data were derived.
 OZ0263
 OZ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ694009(NAD 83)
 OZ0263_MARKER: DD = SURVEY DISK
 OZ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0263_STAMPING: 5079.22
 OZ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0263+STABILITY: SURFACE MOTION
 OZ0263
 OZ0263  HISTORY     - Date     Condition        Report By
 OZ0263  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0263  HISTORY     - 1950     GOOD             NGS
 OZ0263  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0263
 OZ0263                          STATION DESCRIPTION
 OZ0263
 OZ0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0263'1.7 MI E FROM CORRAL.
 OZ0263'1.7 MILES EAST ALONG STATE HIGHWYA 68 FROM THE POST OFFICE AND STORE
 OZ0263'AT CORRAL, AT THE INTERSECTION OF A NORTH-SOUTH DIRT ROAD, 40 FEET
 OZ0263'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25 1/2 FEET EAST OF THE
 OZ0263'CENTER LINE OF THE DIRT ROAD, 17 FEET SOUTH OF THE CENTER OF THE SOUTH
 OZ0263'END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 10 FEET WEST OF A
 OZ0263'FENCE CORNER POST, 3.2 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 OZ0263'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0263'PROJECTING 1 FOOT ABOVE THE GROUND.
 OZ0263
 OZ0263                          STATION RECOVERY (1981)
 OZ0263
 OZ0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0264 ***********************************************************************
 OZ0264  DESIGNATION -  5079.22 RM 1
 OZ0264  PID         -  OZ0264
 OZ0264  STATE/COUNTY-  ID/CAMAS
 OZ0264  USGS QUAD   -  CORRAL (1986)
 OZ0264
 OZ0264                         *CURRENT SURVEY CONTROL
 OZ0264  ___________________________________________________________________
 OZ0264* NAD 83(1986)-  43 20 34.     (N)    114 54 34.     (W)     SCALED    
 OZ0264* NAVD 88     -      1548.841  (meters)    5081.49   (feet)  ADJUSTED  
 OZ0264  ___________________________________________________________________
 OZ0264  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 OZ0264  DYNAMIC HT  -        1547.943 (meters)    5078.54  (feet)  COMP
 OZ0264  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 OZ0264
 OZ0264  VERT ORDER  -  SECOND    CLASS 0
 OZ0264
 OZ0264.The horizontal coordinates were scaled from a topographic map and have
 OZ0264.an estimated accuracy of +/- 6 seconds.
 OZ0264
 OZ0264.The orthometric height was determined by differential leveling
 OZ0264.and adjusted by the National Geodetic Survey in June 1991..
 OZ0264
 OZ0264.The geoid height was determined by GEOID03.
 OZ0264
 OZ0264.The dynamic height is computed by dividing the NAVD 88
 OZ0264.geopotential number by the normal gravity value computed on the
 OZ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0264.degrees latitude (g = 980.6199 gals.).
 OZ0264
 OZ0264.The modeled gravity was interpolated from observed gravity values.
 OZ0264
 OZ0264;                    North         East    Units  Estimated Accuracy
 OZ0264;SPC ID C     -   186,580.      426,260.      MT  (+/- 180 meters Scaled)
 OZ0264
 OZ0264                          SUPERSEDED SURVEY CONTROL
 OZ0264
 OZ0264  NGVD 29 (??/??/92) 1547.754  (m)         5077.92   (f) ADJ UNCH    2 0
 OZ0264
 OZ0264.Superseded values are not recommended for survey control.
 OZ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0264.See file dsdata.txt to determine how the superseded data were derived.
 OZ0264
 OZ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ694010(NAD 83)
 OZ0264_MARKER: DD = SURVEY DISK
 OZ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0264+STABILITY: SURFACE MOTION
 OZ0264
 OZ0264  HISTORY     - Date     Condition        Report By
 OZ0264  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0264  HISTORY     - 1950     GOOD             NGS
 OZ0264
 OZ0264                          STATION DESCRIPTION
 OZ0264
 OZ0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0264'1.7 MI E FROM GORRAL.
 OZ0264'1.7 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE
 OZ0264'AT CORRAL, AT THE INTERSECTION OF A NORTH-SOUTH DIRT ROAD, 40 FEET
 OZ0264'NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET EAST OF THE CENTER
 OZ0264'LINE OF THE DIRT ROAD, 17.0 FEET NORTH OF THE CENTER OF THE NORTH END
 OZ0264'OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 13.9 FEET NORTHEAST OF THE
 OZ0264'CENTER OF THE EAST END OF A 18-INCH CORRUGATED METAL PIPE CULVERT, 1
 OZ0264'FOOT WEST OF A FENCE CORNER POST, ABOUT 1 1/2 FEET LOWER THAN THE
 OZ0264'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 OZ0264'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0265 ***********************************************************************
 OZ0265  DESIGNATION -  5079.22 RM 2
 OZ0265  PID         -  OZ0265
 OZ0265  STATE/COUNTY-  ID/CAMAS
 OZ0265  USGS QUAD   -  CORRAL (1986)
 OZ0265
 OZ0265                         *CURRENT SURVEY CONTROL
 OZ0265  ___________________________________________________________________
 OZ0265* NAD 83(1986)-  43 20 34.     (N)    114 54 37.     (W)     SCALED    
 OZ0265* NAVD 88     -      1548.776  (meters)    5081.28   (feet)  ADJUSTED  
 OZ0265  ___________________________________________________________________
 OZ0265  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 OZ0265  DYNAMIC HT  -        1547.878 (meters)    5078.33  (feet)  COMP
 OZ0265  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 OZ0265
 OZ0265  VERT ORDER  -  SECOND    CLASS 0
 OZ0265
 OZ0265.The horizontal coordinates were scaled from a topographic map and have
 OZ0265.an estimated accuracy of +/- 6 seconds.
 OZ0265
 OZ0265.The orthometric height was determined by differential leveling
 OZ0265.and adjusted by the National Geodetic Survey in June 1991..
 OZ0265
 OZ0265.The geoid height was determined by GEOID03.
 OZ0265
 OZ0265.The dynamic height is computed by dividing the NAVD 88
 OZ0265.geopotential number by the normal gravity value computed on the
 OZ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0265.degrees latitude (g = 980.6199 gals.).
 OZ0265
 OZ0265.The modeled gravity was interpolated from observed gravity values.
 OZ0265
 OZ0265;                    North         East    Units  Estimated Accuracy
 OZ0265;SPC ID C     -   186,580.      426,190.      MT  (+/- 180 meters Scaled)
 OZ0265
 OZ0265                          SUPERSEDED SURVEY CONTROL
 OZ0265
 OZ0265  NGVD 29 (??/??/92) 1547.689  (m)         5077.71   (f) ADJ UNCH    2 0
 OZ0265
 OZ0265.Superseded values are not recommended for survey control.
 OZ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0265.See file dsdata.txt to determine how the superseded data were derived.
 OZ0265
 OZ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ693010(NAD 83)
 OZ0265_MARKER: DD = SURVEY DISK
 OZ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0265+STABILITY: SURFACE MOTION
 OZ0265
 OZ0265  HISTORY     - Date     Condition        Report By
 OZ0265  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0265  HISTORY     - 1950     GOOD             NGS
 OZ0265
 OZ0265                          STATION DESCRIPTION
 OZ0265
 OZ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0265'1.7 MI E FROM CORRAL.
 OZ0265'1.7 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE
 OZ0265'AT CORRAL, AT THE INTERSECTION OF A NORTH-SOUTH DIRT ROAD, 40 FEET
 OZ0265'NORTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF THE CENTER
 OZ0265'LINE OF THE DIRT ROAD, 20.8 FEET NORTHWEST OF THE CENTER OF THE WEST
 OZ0265'END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 1 1/2 FEET SOUTHEAST
 OZ0265'OF A FENCE CORNER POST, 1 FOOT NORTHWEST OF A TELEPHONE POLE, ABOUT 1
 OZ0265'1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0265'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0152 ***********************************************************************
 OZ0152  DESIGNATION -  5080.45
 OZ0152  PID         -  OZ0152
 OZ0152  STATE/COUNTY-  ID/GOODING
 OZ0152  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0152
 OZ0152                         *CURRENT SURVEY CONTROL
 OZ0152  ___________________________________________________________________
 OZ0152* NAD 83(1986)-  43 09 16.     (N)    114 39 36.     (W)     SCALED    
 OZ0152* NAVD 88     -      1548.826  (meters)    5081.44   (feet)  ADJUSTED  
 OZ0152  ___________________________________________________________________
 OZ0152  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 OZ0152  DYNAMIC HT  -        1547.935 (meters)    5078.52  (feet)  COMP
 OZ0152  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 OZ0152
 OZ0152  VERT ORDER  -  SECOND    CLASS 0
 OZ0152
 OZ0152.The horizontal coordinates were scaled from a topographic map and have
 OZ0152.an estimated accuracy of +/- 6 seconds.
 OZ0152
 OZ0152.The orthometric height was determined by differential leveling
 OZ0152.and adjusted by the National Geodetic Survey in June 1991..
 OZ0152
 OZ0152.The geoid height was determined by GEOID03.
 OZ0152
 OZ0152.The dynamic height is computed by dividing the NAVD 88
 OZ0152.geopotential number by the normal gravity value computed on the
 OZ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0152.degrees latitude (g = 980.6199 gals.).
 OZ0152
 OZ0152.The modeled gravity was interpolated from observed gravity values.
 OZ0152
 OZ0152;                    North         East    Units  Estimated Accuracy
 OZ0152;SPC ID C     -   165,470.      446,320.      MT  (+/- 180 meters Scaled)
 OZ0152
 OZ0152                          SUPERSEDED SURVEY CONTROL
 OZ0152
 OZ0152  NGVD 29 (??/??/92) 1547.811  (m)         5078.11   (f) ADJ UNCH    2 0
 OZ0152
 OZ0152.Superseded values are not recommended for survey control.
 OZ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0152.See file dsdata.txt to determine how the superseded data were derived.
 OZ0152
 OZ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH902806(NAD 83)
 OZ0152_MARKER: DD = SURVEY DISK
 OZ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0152_STAMPING: 5080.45 843+58.0
 OZ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0152+STABILITY: SURFACE MOTION
 OZ0152
 OZ0152  HISTORY     - Date     Condition        Report By
 OZ0152  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0152  HISTORY     - 1950     GOOD             NGS
 OZ0152  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0152
 OZ0152                          STATION DESCRIPTION
 OZ0152
 OZ0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0152'16.1 MI N FROM GOODING.
 OZ0152'16.1 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0152'GOODING, ABOUT 200 YARDS WEST OF THE SOUTHEAST END OF A LONG BUTTE,
 OZ0152'0.1 MILE NORTH OF THE SUMMIT OF A HILL, 50 FEET EAST OF THE CENTER
 OZ0152'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 OZ0152'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OZ0152
 OZ0152                          STATION RECOVERY (1957)
 OZ0152
 OZ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0151 ***********************************************************************
 OZ0151  DESIGNATION -  5080.45 RM
 OZ0151  PID         -  OZ0151
 OZ0151  STATE/COUNTY-  ID/GOODING
 OZ0151  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0151
 OZ0151                         *CURRENT SURVEY CONTROL
 OZ0151  ___________________________________________________________________
 OZ0151* NAD 83(1986)-  43 09 16.     (N)    114 39 38.     (W)     SCALED    
 OZ0151* NAVD 88     -      1547.820  (meters)    5078.14   (feet)  ADJUSTED  
 OZ0151  ___________________________________________________________________
 OZ0151  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 OZ0151  DYNAMIC HT  -        1546.929 (meters)    5075.22  (feet)  COMP
 OZ0151  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 OZ0151
 OZ0151  VERT ORDER  -  SECOND    CLASS 0
 OZ0151
 OZ0151.The horizontal coordinates were scaled from a topographic map and have
 OZ0151.an estimated accuracy of +/- 6 seconds.
 OZ0151
 OZ0151.The orthometric height was determined by differential leveling
 OZ0151.and adjusted by the National Geodetic Survey in June 1991..
 OZ0151
 OZ0151.The geoid height was determined by GEOID03.
 OZ0151
 OZ0151.The dynamic height is computed by dividing the NAVD 88
 OZ0151.geopotential number by the normal gravity value computed on the
 OZ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0151.degrees latitude (g = 980.6199 gals.).
 OZ0151
 OZ0151.The modeled gravity was interpolated from observed gravity values.
 OZ0151
 OZ0151;                    North         East    Units  Estimated Accuracy
 OZ0151;SPC ID C     -   165,470.      446,280.      MT  (+/- 180 meters Scaled)
 OZ0151
 OZ0151                          SUPERSEDED SURVEY CONTROL
 OZ0151
 OZ0151  NGVD 29 (??/??/92) 1546.804  (m)         5074.81   (f) ADJ UNCH    2 0
 OZ0151
 OZ0151.Superseded values are not recommended for survey control.
 OZ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0151.See file dsdata.txt to determine how the superseded data were derived.
 OZ0151
 OZ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH902806(NAD 83)
 OZ0151_MARKER: DD = SURVEY DISK
 OZ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0151+STABILITY: SURFACE MOTION
 OZ0151
 OZ0151  HISTORY     - Date     Condition        Report By
 OZ0151  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0151  HISTORY     - 1950     GOOD             NGS
 OZ0151  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0151  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0151
 OZ0151                          STATION DESCRIPTION
 OZ0151
 OZ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0151'16.1 MI N FROM GOODING.
 OZ0151'16.1 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0151'GOODING, ABOUT 0.7 MILE DIRECTLY SOUTH OF THE MOST PROMINENT BUTTE IN
 OZ0151'THE VICINITY HAVING SLOPING SIDES, DIRECTLY ACROSS THE HIGHWAY FROM
 OZ0151'B.M. 5080.45 (I.S.D.P.W), 0.1 MILE NORTH OF THE SUMITT OF A HILL, 50
 OZ0151'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 1/2 FEET LOWER
 OZ0151'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 OZ0151'FOOT ABOVE THE GROUND.
 OZ0151
 OZ0151                          STATION RECOVERY (1957)
 OZ0151
 OZ0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0151'MARK NOT FOUND.
 OZ0151
 OZ0151                          STATION RECOVERY (1981)
 OZ0151
 OZ0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0198 ***********************************************************************
 OZ0198  DESIGNATION -  5082.73
 OZ0198  PID         -  OZ0198
 OZ0198  STATE/COUNTY-  ID/CAMAS
 OZ0198  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0198
 OZ0198                         *CURRENT SURVEY CONTROL
 OZ0198  ___________________________________________________________________
 OZ0198* NAD 83(1986)-  43 16 09.     (N)    114 41 15.     (W)     SCALED    
 OZ0198* NAVD 88     -      1549.475  (meters)    5083.57   (feet)  ADJUSTED  
 OZ0198  ___________________________________________________________________
 OZ0198  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0198  DYNAMIC HT  -        1548.591 (meters)    5080.67  (feet)  COMP
 OZ0198  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 OZ0198
 OZ0198  VERT ORDER  -  SECOND    CLASS 0
 OZ0198
 OZ0198.The horizontal coordinates were scaled from a topographic map and have
 OZ0198.an estimated accuracy of +/- 6 seconds.
 OZ0198
 OZ0198.The orthometric height was determined by differential leveling
 OZ0198.and adjusted by the National Geodetic Survey in June 1991..
 OZ0198
 OZ0198.The geoid height was determined by GEOID03.
 OZ0198
 OZ0198.The dynamic height is computed by dividing the NAVD 88
 OZ0198.geopotential number by the normal gravity value computed on the
 OZ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0198.degrees latitude (g = 980.6199 gals.).
 OZ0198
 OZ0198.The modeled gravity was interpolated from observed gravity values.
 OZ0198
 OZ0198;                    North         East    Units  Estimated Accuracy
 OZ0198;SPC ID C     -   178,230.      444,190.      MT  (+/- 180 meters Scaled)
 OZ0198
 OZ0198                          SUPERSEDED SURVEY CONTROL
 OZ0198
 OZ0198  NGVD 29 (??/??/92) 1548.423  (m)         5080.12   (f) ADJ UNCH    2 0
 OZ0198
 OZ0198.Superseded values are not recommended for survey control.
 OZ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0198.See file dsdata.txt to determine how the superseded data were derived.
 OZ0198
 OZ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH876933(NAD 83)
 OZ0198_MARKER: DD = SURVEY DISK
 OZ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0198_STAMPING: 5082.73 1356+00
 OZ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0198+STABILITY: SURFACE MOTION
 OZ0198
 OZ0198  HISTORY     - Date     Condition        Report By
 OZ0198  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0198  HISTORY     - 1950     GOOD             NGS
 OZ0198  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0198
 OZ0198                          STATION DESCRIPTION
 OZ0198
 OZ0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0198'10.2 MI SE FROM FAIRFIELD.
 OZ0198'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0198'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 5.1 MILES SOUTH
 OZ0198'ALONG STATE HIGHWAY 46, 0.1 MILE SOUTHEAST OF A SMALL RISE, 301.9 FEET
 OZ0198'SOUTHEAST OF THE CENTER OF THE NORTHEAST END OF AN 18-INCH CORRUGATED
 OZ0198'METAL PIPE CULVERT, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 OZ0198'HIGHWAY, 0.2 FOOT NORTHEAST OF A FENCE, ABOUT 1/2 FOOT HIGHER THAN THE
 OZ0198'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 OZ0198'ABOVE THE GROUND.
 OZ0198
 OZ0198                          STATION RECOVERY (1981)
 OZ0198
 OZ0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0197 ***********************************************************************
 OZ0197  DESIGNATION -  5082.73 RM
 OZ0197  PID         -  OZ0197
 OZ0197  STATE/COUNTY-  ID/CAMAS
 OZ0197  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0197
 OZ0197                         *CURRENT SURVEY CONTROL
 OZ0197  ___________________________________________________________________
 OZ0197* NAD 83(1986)-  43 16 09.     (N)    114 41 17.     (W)     SCALED    
 OZ0197* NAVD 88     -      1549.499  (meters)    5083.65   (feet)  ADJUSTED  
 OZ0197  ___________________________________________________________________
 OZ0197  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0197  DYNAMIC HT  -        1548.615 (meters)    5080.75  (feet)  COMP
 OZ0197  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 OZ0197
 OZ0197  VERT ORDER  -  SECOND    CLASS 0
 OZ0197
 OZ0197.The horizontal coordinates were scaled from a topographic map and have
 OZ0197.an estimated accuracy of +/- 6 seconds.
 OZ0197
 OZ0197.The orthometric height was determined by differential leveling
 OZ0197.and adjusted by the National Geodetic Survey in June 1991..
 OZ0197
 OZ0197.The geoid height was determined by GEOID03.
 OZ0197
 OZ0197.The dynamic height is computed by dividing the NAVD 88
 OZ0197.geopotential number by the normal gravity value computed on the
 OZ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0197.degrees latitude (g = 980.6199 gals.).
 OZ0197
 OZ0197.The modeled gravity was interpolated from observed gravity values.
 OZ0197
 OZ0197;                    North         East    Units  Estimated Accuracy
 OZ0197;SPC ID C     -   178,230.      444,140.      MT  (+/- 180 meters Scaled)
 OZ0197
 OZ0197                          SUPERSEDED SURVEY CONTROL
 OZ0197
 OZ0197  NGVD 29 (??/??/92) 1548.446  (m)         5080.19   (f) ADJ UNCH    2 0
 OZ0197
 OZ0197.Superseded values are not recommended for survey control.
 OZ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0197.See file dsdata.txt to determine how the superseded data were derived.
 OZ0197
 OZ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH876933(NAD 83)
 OZ0197_MARKER: DD = SURVEY DISK
 OZ0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0197+STABILITY: SURFACE MOTION
 OZ0197
 OZ0197  HISTORY     - Date     Condition        Report By
 OZ0197  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0197  HISTORY     - 1950     GOOD             NGS
 OZ0197  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0197
 OZ0197                          STATION DESCRIPTION
 OZ0197
 OZ0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0197'10.2 MI SE FROM FAIRFIELD.
 OZ0197'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0197'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 5.1 MILES SOUTH
 OZ0197'ALONG STATE HIGHWAY 46, 0.1 MILE SOUTHEAST OF A SMALL RISE IN THE
 OZ0197'HIGHWAY, ABOUT 100 YARDS SOUTH OF AN 18-INCH CORRUGATED METAL PIPE
 OZ0197'CULVERT, DIRECTLY ACROSS THE HIGHWAY FROM B.M. 5082.73 (I.S.D.P.W.),
 OZ0197'47 FEET NORTHEAST OF A SNOW FENCE, 40 FEET SOUTHWEST OF THE CENTER
 OZ0197'LINE OF THE HIGHWAY, 0.3 FOOT SOUTHWEST OF A FENCE, ABOUT LEVEL WITH
 OZ0197'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT
 OZ0197'ABOVE THE GROUND.
 OZ0197
 OZ0197                          STATION RECOVERY (1981)
 OZ0197
 OZ0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0689 ***********************************************************************
 OY0689  DESIGNATION -  5083.4
 OY0689  PID         -  OY0689
 OY0689  STATE/COUNTY-  ID/BLAINE
 OY0689  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0689
 OY0689                         *CURRENT SURVEY CONTROL
 OY0689  ___________________________________________________________________
 OY0689* NAD 83(1986)-  43 23 11.     (N)    113 44 19.     (W)     SCALED    
 OY0689* NAVD 88     -      1550.001  (meters)    5085.29   (feet)  ADJUSTED  
 OY0689  ___________________________________________________________________
 OY0689  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 OY0689  DYNAMIC HT  -        1549.116 (meters)    5082.39  (feet)  COMP
 OY0689  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 OY0689
 OY0689  VERT ORDER  -  SECOND    CLASS 0
 OY0689
 OY0689.The horizontal coordinates were scaled from a topographic map and have
 OY0689.an estimated accuracy of +/- 6 seconds.
 OY0689
 OY0689.The orthometric height was determined by differential leveling
 OY0689.and adjusted by the National Geodetic Survey in June 1991..
 OY0689
 OY0689.The geoid height was determined by GEOID03.
 OY0689
 OY0689.The dynamic height is computed by dividing the NAVD 88
 OY0689.geopotential number by the normal gravity value computed on the
 OY0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0689.degrees latitude (g = 980.6199 gals.).
 OY0689
 OY0689.The modeled gravity was interpolated from observed gravity values.
 OY0689
 OY0689;                    North         East    Units  Estimated Accuracy
 OY0689;SPC ID C     -   191,060.      521,180.      MT  (+/- 180 meters Scaled)
 OY0689
 OY0689                          SUPERSEDED SURVEY CONTROL
 OY0689
 OY0689  NGVD 29 (??/??/92) 1548.91   (m)         5081.7    (f) COMPUTED    2 0
 OY0689
 OY0689.Superseded values are not recommended for survey control.
 OY0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0689.See file dsdata.txt to determine how the superseded data were derived.
 OY0689
 OY0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP781073(NAD 83)
 OY0689_MARKER: N = NAIL
 OY0689_SETTING: 66 = SET IN ROCK OUTCROP
 OY0689_SP_SET: ROCK FLOW
 OY0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0689+STABILITY: POSITION/ELEVATION WELL
 OY0689
 OY0689  HISTORY     - Date     Condition        Report By
 OY0689  HISTORY     - UNK      MONUMENTED       USGS
 OY0689  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0689
 OY0689                          STATION DESCRIPTION
 OY0689
 OY0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0689'14.5 MI NE FROM CAREY.
 OY0689'14.5 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM CAREY, BLAINE COUNTY,
 OY0689'162 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE FLAT EDGE OF A
 OY0689'LAVA FLOW, AND IN THE TOP OF THE NORTH SIDE OF A PAHOEHOE BUBBLE
 OY0689'PAINTED USBM 5083.4.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 OY0689'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0621 ***********************************************************************
 NU0621  DESIGNATION -  5084
 NU0621  PID         -  NU0621
 NU0621  STATE/COUNTY-  ID/POWER
 NU0621  USGS QUAD   -  PAULINE (1971)
 NU0621
 NU0621                         *CURRENT SURVEY CONTROL
 NU0621  ___________________________________________________________________
 NU0621* NAD 83(1986)-  42 33 11.     (N)    112 33 22.     (W)     SCALED    
 NU0621* NAVD 88     -      1550.734  (meters)    5087.70   (feet)  ADJUSTED  
 NU0621  ___________________________________________________________________
 NU0621  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 NU0621  DYNAMIC HT  -        1549.725 (meters)    5084.39  (feet)  COMP
 NU0621  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 NU0621
 NU0621  VERT ORDER  -  SECOND    CLASS 0
 NU0621
 NU0621.The horizontal coordinates were scaled from a topographic map and have
 NU0621.an estimated accuracy of +/- 6 seconds.
 NU0621
 NU0621.The orthometric height was determined by differential leveling
 NU0621.and adjusted by the National Geodetic Survey in June 1991..
 NU0621
 NU0621.The geoid height was determined by GEOID03.
 NU0621
 NU0621.The dynamic height is computed by dividing the NAVD 88
 NU0621.geopotential number by the normal gravity value computed on the
 NU0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0621.degrees latitude (g = 980.6199 gals.).
 NU0621
 NU0621.The modeled gravity was interpolated from observed gravity values.
 NU0621
 NU0621;                    North         East    Units  Estimated Accuracy
 NU0621;SPC ID E     -    98,520.      168,020.      MT  (+/- 180 meters Scaled)
 NU0621
 NU0621                          SUPERSEDED SURVEY CONTROL
 NU0621
 NU0621  NGVD 29 (??/??/92) 1549.613  (m)         5084.02   (f) ADJ UNCH    2 0
 NU0621
 NU0621.Superseded values are not recommended for survey control.
 NU0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0621.See file dsdata.txt to determine how the superseded data were derived.
 NU0621
 NU0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN722123(NAD 83)
 NU0621_MARKER: P = PIPE CAP
 NU0621_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0621_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0621
 NU0621  HISTORY     - Date     Condition        Report By
 NU0621  HISTORY     - UNK      MONUMENTED       USGS
 NU0621  HISTORY     - 1969     MARK NOT FOUND   USGS
 NU0621
 NU0621                          STATION DESCRIPTION
 NU0621
 NU0621'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NU0621'0.8 MI S FROM PAULINE.
 NU0621'0.8 MILE SOUTH ALONG STATE HIGHWAY 38 FROM THE STORE AT PAULINE, POWER
 NU0621'COUNTY, AT THE NORTHEAST CORNER OF THE LANDING FIELD, ABOUT 25 FEET
 NU0621'SOUTHEAST OF THE BEACON TOWER, 25 FEET WEST OF THE CENTER LINE OF THE
 NU0621'HIGHWAY, 8 FEET NORTH OF A POLE, AND IN LINE WITH THE RIGHT-OF-WAY
 NU0621'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 NU0621'WASHER, SET IN THE TOP OF AN IRON PIPE.  NOTE-- NO AIR BEACON TOWER OR
 NU0621'RIGHT AWAY FENCE LEFT.  THE AREA IS A PLOWED FIELD ALSO NO AIR STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0624 ***********************************************************************
 NU0624  DESIGNATION -  5089.7
 NU0624  PID         -  NU0624
 NU0624  STATE/COUNTY-  ID/POWER
 NU0624  USGS QUAD   -  PAULINE (1971)
 NU0624
 NU0624                         *CURRENT SURVEY CONTROL
 NU0624  ___________________________________________________________________
 NU0624* NAD 83(1986)-  42 33 55.     (N)    112 32 09.     (W)     SCALED    
 NU0624* NAVD 88     -      1552.400  (meters)    5093.17   (feet)  ADJUSTED  
 NU0624  ___________________________________________________________________
 NU0624  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 NU0624  DYNAMIC HT  -        1551.392 (meters)    5089.86  (feet)  COMP
 NU0624  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 NU0624
 NU0624  VERT ORDER  -  SECOND    CLASS 0
 NU0624
 NU0624.The horizontal coordinates were scaled from a topographic map and have
 NU0624.an estimated accuracy of +/- 6 seconds.
 NU0624
 NU0624.The orthometric height was determined by differential leveling
 NU0624.and adjusted by the National Geodetic Survey in June 1991..
 NU0624
 NU0624.The geoid height was determined by GEOID03.
 NU0624
 NU0624.The dynamic height is computed by dividing the NAVD 88
 NU0624.geopotential number by the normal gravity value computed on the
 NU0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0624.degrees latitude (g = 980.6199 gals.).
 NU0624
 NU0624.The modeled gravity was interpolated from observed gravity values.
 NU0624
 NU0624;                    North         East    Units  Estimated Accuracy
 NU0624;SPC ID E     -    99,880.      169,690.      MT  (+/- 180 meters Scaled)
 NU0624
 NU0624                          SUPERSEDED SURVEY CONTROL
 NU0624
 NU0624  NGVD 29 (??/??/92) 1551.278  (m)         5089.48   (f) ADJ UNCH    2 0
 NU0624
 NU0624.Superseded values are not recommended for survey control.
 NU0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0624.See file dsdata.txt to determine how the superseded data were derived.
 NU0624
 NU0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN739136(NAD 83)
 NU0624_MARKER: P = PIPE CAP
 NU0624_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0624_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0624
 NU0624  HISTORY     - Date     Condition        Report By
 NU0624  HISTORY     - UNK      MONUMENTED       USGS
 NU0624  HISTORY     - 1934     GOOD             NGS
 NU0624
 NU0624                          STATION DESCRIPTION
 NU0624
 NU0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0624'1.0 MI E FROM PAULINE.
 NU0624'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 38 FROM THE STORE AT PAULINE,
 NU0624'POWER COUNTY, AT A JUNCTION WITH A ROAD LEADING SOUTH, 35 FEET WEST OF
 NU0624'THE CENTER LINE OF STATE HIGHWAY 38, 35 FEET WEST OF A FENCE CORNER, 3
 NU0624'FEET EAST OF A FENCE POST, AND IN LINE WITH AN EAST-AND-WEST FENCE. A
 NU0624'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, RIVETED ON THE TOP OF A
 NU0624'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0271 ***********************************************************************
 OZ0271  DESIGNATION -  5091.33
 OZ0271  PID         -  OZ0271
 OZ0271  STATE/COUNTY-  ID/CAMAS
 OZ0271  USGS QUAD   -  CORRAL (1986)
 OZ0271
 OZ0271                         *CURRENT SURVEY CONTROL
 OZ0271  ___________________________________________________________________
 OZ0271* NAD 83(1986)-  43 20 34.     (N)    114 57 00.     (W)     SCALED    
 OZ0271* NAVD 88     -      1552.470  (meters)    5093.40   (feet)  ADJUSTED  
 OZ0271  ___________________________________________________________________
 OZ0271  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 OZ0271  DYNAMIC HT  -        1551.573 (meters)    5090.45  (feet)  COMP
 OZ0271  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 OZ0271
 OZ0271  VERT ORDER  -  SECOND    CLASS 0
 OZ0271
 OZ0271.The horizontal coordinates were scaled from a topographic map and have
 OZ0271.an estimated accuracy of +/- 6 seconds.
 OZ0271
 OZ0271.The orthometric height was determined by differential leveling
 OZ0271.and adjusted by the National Geodetic Survey in June 1991..
 OZ0271
 OZ0271.The geoid height was determined by GEOID03.
 OZ0271
 OZ0271.The dynamic height is computed by dividing the NAVD 88
 OZ0271.geopotential number by the normal gravity value computed on the
 OZ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0271.degrees latitude (g = 980.6199 gals.).
 OZ0271
 OZ0271.The modeled gravity was interpolated from observed gravity values.
 OZ0271
 OZ0271;                    North         East    Units  Estimated Accuracy
 OZ0271;SPC ID C     -   186,620.      422,970.      MT  (+/- 180 meters Scaled)
 OZ0271
 OZ0271                          SUPERSEDED SURVEY CONTROL
 OZ0271
 OZ0271  NGVD 29 (??/??/92) 1551.385  (m)         5089.84   (f) ADJ UNCH    2 0
 OZ0271
 OZ0271.Superseded values are not recommended for survey control.
 OZ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0271.See file dsdata.txt to determine how the superseded data were derived.
 OZ0271
 OZ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ661009(NAD 83)
 OZ0271_MARKER: DD = SURVEY DISK
 OZ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0271_STAMPING: ELEV. 5091.33
 OZ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0271+STABILITY: SURFACE MOTION
 OZ0271
 OZ0271  HISTORY     - Date     Condition        Report By
 OZ0271  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0271  HISTORY     - 1950     GOOD             NGS
 OZ0271
 OZ0271                          STATION DESCRIPTION
 OZ0271
 OZ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0271'0.3 MI W FROM CORRAL.
 OZ0271'0.3 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE AT
 OZ0271'CORRAL, AT THE INTERSECTION OF A NORTH-SOUTH DIRT ROAD, 40 FEET NORTH
 OZ0271'OF THE CENTER LINE OF THE HIGHWAY, 30 1/2 FEET WEST OF THE CENTER LINE
 OZ0271'OF THE DIRT ROAD, 16.9 FEET NORTHWEST OF THE CENTER OF THE WEST END OF
 OZ0271'A 12-INCH CORRUGATED METAL PIPE CULVERT, 2 1/2 FEET WEST OF A FENCE
 OZ0271'CORNER POST, 2.4 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 OZ0271'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 OZ0271'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0269 ***********************************************************************
 OZ0269  DESIGNATION -  5091.33 RM 2
 OZ0269  PID         -  OZ0269
 OZ0269  STATE/COUNTY-  ID/CAMAS
 OZ0269  USGS QUAD   -  CORRAL (1986)
 OZ0269
 OZ0269                         *CURRENT SURVEY CONTROL
 OZ0269  ___________________________________________________________________
 OZ0269* NAD 83(1986)-  43 20 33.     (N)    114 56 58.     (W)     SCALED    
 OZ0269* NAVD 88     -      1552.158  (meters)    5092.37   (feet)  ADJUSTED  
 OZ0269  ___________________________________________________________________
 OZ0269  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 OZ0269  DYNAMIC HT  -        1551.261 (meters)    5089.43  (feet)  COMP
 OZ0269  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 OZ0269
 OZ0269  VERT ORDER  -  SECOND    CLASS 0
 OZ0269
 OZ0269.The horizontal coordinates were scaled from a topographic map and have
 OZ0269.an estimated accuracy of +/- 6 seconds.
 OZ0269
 OZ0269.The orthometric height was determined by differential leveling
 OZ0269.and adjusted by the National Geodetic Survey in June 1991..
 OZ0269
 OZ0269.The geoid height was determined by GEOID03.
 OZ0269
 OZ0269.The dynamic height is computed by dividing the NAVD 88
 OZ0269.geopotential number by the normal gravity value computed on the
 OZ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0269.degrees latitude (g = 980.6199 gals.).
 OZ0269
 OZ0269.The modeled gravity was interpolated from observed gravity values.
 OZ0269
 OZ0269;                    North         East    Units  Estimated Accuracy
 OZ0269;SPC ID C     -   186,590.      423,020.      MT  (+/- 180 meters Scaled)
 OZ0269
 OZ0269                          SUPERSEDED SURVEY CONTROL
 OZ0269
 OZ0269  NGVD 29 (??/??/92) 1551.073  (m)         5088.81   (f) ADJ UNCH    2 0
 OZ0269
 OZ0269.Superseded values are not recommended for survey control.
 OZ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0269.See file dsdata.txt to determine how the superseded data were derived.
 OZ0269
 OZ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ662008(NAD 83)
 OZ0269_MARKER: DR = REFERENCE MARK DISK
 OZ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0269+STABILITY: SURFACE MOTION
 OZ0269
 OZ0269  HISTORY     - Date     Condition        Report By
 OZ0269  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0269  HISTORY     - 1950     GOOD             NGS
 OZ0269  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0269
 OZ0269                          STATION DESCRIPTION
 OZ0269
 OZ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0269'0.3 MI W FROM CORRAL.
 OZ0269'0.3 MILE WEST ALONG STATE HIGHWAY 68 FROM THE STORE AND POST OFFICE AT
 OZ0269'CORRAL, AT THE INTERSECTION OF A NORTH-SOUTH DIRT ROAD, 40 FEET SOUTH
 OZ0269'OF THE CENTER LINE OF THE HIGHWAY, 26 FEET EAST OF THE CENTER LINE OF
 OZ0269'THE DIRT ROAD, 17.3 FEET SOUTH OF THE CENTER OF THE SOUTH END OF AN
 OZ0269'18-INCH CORRUGATED MEATL PIPE CULVERT, 12.9 FEET SOUTHEAST OF THE
 OZ0269'CENTER OF THE EAST END OF A 12-INCH CORRUGATED METAL PIPE CULVERT 2
 OZ0269'1/2 FEET WEST OF A FENCE CORNER POST, 2 FEET EAST OF A STOP SIGN,
 OZ0269'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OZ0269'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OZ0269
 OZ0269                          STATION RECOVERY (1981)
 OZ0269
 OZ0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0691 ***********************************************************************
 OY0691  DESIGNATION -  5091.8
 OY0691  PID         -  OY0691
 OY0691  STATE/COUNTY-  ID/BLAINE
 OY0691  USGS QUAD   -  FISH CREEK RESERVOIR (1979)
 OY0691
 OY0691                         *CURRENT SURVEY CONTROL
 OY0691  ___________________________________________________________________
 OY0691* NAD 83(1986)-  43 22 59.     (N)    113 45 16.     (W)     SCALED    
 OY0691* NAVD 88     -      1552.540  (meters)    5093.62   (feet)  ADJUSTED  
 OY0691  ___________________________________________________________________
 OY0691  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 OY0691  DYNAMIC HT  -        1551.657 (meters)    5090.73  (feet)  COMP
 OY0691  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 OY0691
 OY0691  VERT ORDER  -  SECOND    CLASS 0
 OY0691
 OY0691.The horizontal coordinates were scaled from a topographic map and have
 OY0691.an estimated accuracy of +/- 6 seconds.
 OY0691
 OY0691.The orthometric height was determined by differential leveling
 OY0691.and adjusted by the National Geodetic Survey in June 1991..
 OY0691
 OY0691.The geoid height was determined by GEOID03.
 OY0691
 OY0691.The dynamic height is computed by dividing the NAVD 88
 OY0691.geopotential number by the normal gravity value computed on the
 OY0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0691.degrees latitude (g = 980.6199 gals.).
 OY0691
 OY0691.The modeled gravity was interpolated from observed gravity values.
 OY0691
 OY0691;                    North         East    Units  Estimated Accuracy
 OY0691;SPC ID C     -   190,680.      519,900.      MT  (+/- 180 meters Scaled)
 OY0691
 OY0691                          SUPERSEDED SURVEY CONTROL
 OY0691
 OY0691  NGVD 29 (??/??/92) 1551.46   (m)         5090.1    (f) COMPUTED    2 0
 OY0691
 OY0691.Superseded values are not recommended for survey control.
 OY0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0691.See file dsdata.txt to determine how the superseded data were derived.
 OY0691
 OY0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP768070(NAD 83)
 OY0691_MARKER: N = NAIL
 OY0691_SETTING: 66 = SET IN ROCK OUTCROP
 OY0691_SP_SET: ROCK OUTCROP
 OY0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0691+STABILITY: POSITION/ELEVATION WELL
 OY0691
 OY0691  HISTORY     - Date     Condition        Report By
 OY0691  HISTORY     - UNK      MONUMENTED       USGS
 OY0691  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0691
 OY0691                          STATION DESCRIPTION
 OY0691
 OY0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0691'13.5 MI NE FROM CAREY.
 OY0691'13.5 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE HIGH SCHOOL AT
 OY0691'CAREY, BLAINE COUNTY, 1.2 MILES NORTHEAST OF A PASS, 100 FEET
 OY0691'SOUTHEAST OF POLE 3932, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE
 OY0691'HIGHWAY, IN THE BOTTOM, AT THE EDGE OF A LAVA FLOW, AND IN THE TOP OF
 OY0691'A LAVA OUTCROP PAINTED LETTERS USBM 5091.8.  A UNITED STATES
 OY0691'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0692 ***********************************************************************
 OZ0692  DESIGNATION -  5094
 OZ0692  PID         -  OZ0692
 OZ0692  STATE/COUNTY-  ID/BOISE
 OZ0692  USGS QUAD   -  SUNSET MTN (1972)
 OZ0692
 OZ0692                         *CURRENT SURVEY CONTROL
 OZ0692  ___________________________________________________________________
 OZ0692* NAD 83(1986)-  43 54 32.     (N)    115 41 55.     (W)     SCALED    
 OZ0692* NAVD 88     -      1553.644  (meters)    5097.25   (feet)  ADJUSTED  
 OZ0692  ___________________________________________________________________
 OZ0692  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 OZ0692  DYNAMIC HT  -        1552.790 (meters)    5094.45  (feet)  COMP
 OZ0692  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 OZ0692
 OZ0692  VERT ORDER  -  SECOND    CLASS 0
 OZ0692
 OZ0692.The horizontal coordinates were scaled from a topographic map and have
 OZ0692.an estimated accuracy of +/- 6 seconds.
 OZ0692
 OZ0692.The orthometric height was determined by differential leveling
 OZ0692.and adjusted by the National Geodetic Survey in June 1991..
 OZ0692
 OZ0692.The geoid height was determined by GEOID03.
 OZ0692
 OZ0692.The dynamic height is computed by dividing the NAVD 88
 OZ0692.geopotential number by the normal gravity value computed on the
 OZ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0692.degrees latitude (g = 980.6199 gals.).
 OZ0692
 OZ0692.The modeled gravity was interpolated from observed gravity values.
 OZ0692
 OZ0692;                    North         East    Units  Estimated Accuracy
 OZ0692;SPC ID W     -   249,070.      804,130.      MT  (+/- 180 meters Scaled)
 OZ0692
 OZ0692                          SUPERSEDED SURVEY CONTROL
 OZ0692
 OZ0692  NGVD 29 (??/??/92) 1552.448  (m)         5093.32   (f) ADJ UNCH    2 0
 OZ0692
 OZ0692.Superseded values are not recommended for survey control.
 OZ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0692.See file dsdata.txt to determine how the superseded data were derived.
 OZ0692
 OZ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ044625(NAD 83)
 OZ0692_MARKER: DD = SURVEY DISK
 OZ0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0692_SP_SET: CULVERT
 OZ0692_STAMPING: 5094+70 1932
 OZ0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0692
 OZ0692  HISTORY     - Date     Condition        Report By
 OZ0692  HISTORY     - 1932     MONUMENTED       BPR
 OZ0692
 OZ0692                          STATION DESCRIPTION
 OZ0692
 OZ0692'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 OZ0692'10.0 MI NE FROM IDAHO CITY.
 OZ0692'10.0 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0692'AT IDAHO CITY, BOISE COUNTY, 1.0 MILE NORTH OF THE CONCRETE CULVERT
 OZ0692'OVER TEN MILE CREEK, 800 FEET SOUTH OF THE CENTER OF THE JUNCTION OF
 OZ0692'HAY FORK CREEK ROAD, 12 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 OZ0692'AND IN THE TOP OF THE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 OZ0692'CULVERT.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 OZ0692'STAMPED 5094+70 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0482 ***********************************************************************
 NU0482  DESIGNATION -  5098 3
 NU0482  PID         -  NU0482
 NU0482  STATE/COUNTY-  ID/POWER
 NU0482  USGS QUAD   -  ROY (1973)
 NU0482
 NU0482                         *CURRENT SURVEY CONTROL
 NU0482  ___________________________________________________________________
 NU0482* NAD 83(1986)-  42 22 16.     (N)    112 49 51.     (W)     SCALED    
 NU0482* NAVD 88     -      1555.058  (meters)    5101.89   (feet)  ADJUSTED  
 NU0482  ___________________________________________________________________
 NU0482  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 NU0482  DYNAMIC HT  -        1554.023 (meters)    5098.49  (feet)  COMP
 NU0482  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 NU0482
 NU0482  VERT ORDER  -  SECOND    CLASS 0
 NU0482
 NU0482.The horizontal coordinates were scaled from a topographic map and have
 NU0482.an estimated accuracy of +/- 6 seconds.
 NU0482
 NU0482.The orthometric height was determined by differential leveling
 NU0482.and adjusted by the National Geodetic Survey in June 1991..
 NU0482
 NU0482.The geoid height was determined by GEOID03.
 NU0482
 NU0482.The dynamic height is computed by dividing the NAVD 88
 NU0482.geopotential number by the normal gravity value computed on the
 NU0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0482.degrees latitude (g = 980.6199 gals.).
 NU0482
 NU0482.The modeled gravity was interpolated from observed gravity values.
 NU0482
 NU0482;                    North         East    Units  Estimated Accuracy
 NU0482;SPC ID E     -    78,460.      145,300.      MT  (+/- 180 meters Scaled)
 NU0482
 NU0482                          SUPERSEDED SURVEY CONTROL
 NU0482
 NU0482  NGVD 29 (??/??/92) 1553.944  (m)         5098.23   (f) ADJ UNCH    2 0
 NU0482
 NU0482.Superseded values are not recommended for survey control.
 NU0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0482.See file dsdata.txt to determine how the superseded data were derived.
 NU0482
 NU0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM492926(NAD 83)
 NU0482_MARKER: P = PIPE CAP
 NU0482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0482_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0482
 NU0482  HISTORY     - Date     Condition        Report By
 NU0482  HISTORY     - UNK      MONUMENTED       USGS
 NU0482  HISTORY     - 1935     GOOD             NGS
 NU0482
 NU0482                          STATION DESCRIPTION
 NU0482
 NU0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU0482'0.4 MI N FROM ROY.
 NU0482'0.4 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE FRAME SCHOOLHOUSE AT
 NU0482'ROY, POWER COUNTY, 0.1 MILE WEST OF THE ROY CASH STORE, 100 FEET SOUTH
 NU0482'OF THE JUNCTION OF A ROAD LEADING WEST, 20 FEET EAST OF THE CENTERLINE
 NU0482'OF THE HIGHWAY, AND 5 FEET NORTH OF A POLE.  THE CAP ON A 1-INCH IRON
 NU0482'PIPE.  NOTE-- THIS TYPE OF MARK IS NOT PARTICULARLY SATISFACTORY FOR
 NU0482'PRECISE LEVELS.  IT CAN BE BENT SLIGHTLY IN HORIZONTAL DIRECTIONS BUT
 NU0482'SEEMS SOLID VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0284 ***********************************************************************
 NT0284  DESIGNATION -  51
 NT0284  PID         -  NT0284
 NT0284  STATE/COUNTY-  ID/FRANKLIN
 NT0284  USGS QUAD   -  FRANKLIN (1969)
 NT0284
 NT0284                         *CURRENT SURVEY CONTROL
 NT0284  ___________________________________________________________________
 NT0284* NAD 83(1986)-  42 06 38.     (N)    111 51 56.     (W)     SCALED    
 NT0284* NAVD 88     -      1444.497  (meters)    4739.15   (feet)  ADJUSTED  
 NT0284  ___________________________________________________________________
 NT0284  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NT0284  DYNAMIC HT  -        1443.486 (meters)    4735.84  (feet)  COMP
 NT0284  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 NT0284
 NT0284  VERT ORDER  -  SECOND    CLASS 0
 NT0284
 NT0284.The horizontal coordinates were scaled from a topographic map and have
 NT0284.an estimated accuracy of +/- 6 seconds.
 NT0284
 NT0284.The orthometric height was determined by differential leveling
 NT0284.and adjusted by the National Geodetic Survey in June 1991..
 NT0284
 NT0284.The geoid height was determined by GEOID03.
 NT0284
 NT0284.The dynamic height is computed by dividing the NAVD 88
 NT0284.geopotential number by the normal gravity value computed on the
 NT0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0284.degrees latitude (g = 980.6199 gals.).
 NT0284
 NT0284.The modeled gravity was interpolated from observed gravity values.
 NT0284
 NT0284;                    North         East    Units  Estimated Accuracy
 NT0284;SPC ID E     -    49,350.      224,900.      MT  (+/- 180 meters Scaled)
 NT0284
 NT0284                          SUPERSEDED SURVEY CONTROL
 NT0284
 NT0284  NGVD 29 (??/??/92) 1443.449  (m)         4735.72   (f) ADJ UNCH    2 0
 NT0284
 NT0284.Superseded values are not recommended for survey control.
 NT0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0284.See file dsdata.txt to determine how the superseded data were derived.
 NT0284
 NT0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM284624(NAD 83)
 NT0284_MARKER: DD = SURVEY DISK
 NT0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0284_STAMPING: 51
 NT0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0284+STABILITY: SURFACE MOTION
 NT0284
 NT0284  HISTORY     - Date     Condition        Report By
 NT0284  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0284  HISTORY     - 1951     GOOD             NGS
 NT0284  HISTORY     - 20050717 MARK NOT FOUND   GEOCAC
 NT0284
 NT0284                          STATION DESCRIPTION
 NT0284
 NT0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0284'1.6 MI NE FROM PRESTON.
 NT0284'ABOUT 1 MILE NORTH ALONG U. S. HIGHWAY 91 FROM THE COURT HOUSE AT
 NT0284'PRESTON, THENCE 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 34, 51 1/2 FEET
 NT0284'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19 1/2 FEET EAST OF TELEGRAPH
 NT0284'POLE NUMBER 15, 7.6 FEET WEST OF A T IN A FENCE LINE, 0.8 FEET NORTH
 NT0284'OF A FENCE LINE, AND ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 NT0284'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NT0284
 NT0284                          STATION RECOVERY (2005)
 NT0284
 NT0284'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NT0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0308 ***********************************************************************
 OZ0308  DESIGNATION -  51 E
 OZ0308  PID         -  OZ0308
 OZ0308  STATE/COUNTY-  ID/BLAINE
 OZ0308  USGS QUAD   -  MARSHALL PEAK (1964)
 OZ0308
 OZ0308                         *CURRENT SURVEY CONTROL
 OZ0308  ___________________________________________________________________
 OZ0308* NAD 83(1986)-  43 51 53.     (N)    114 58 45.     (W)     SCALED    
 OZ0308* NAVD 88     -      2688.434  (meters)    8820.30   (feet)  ADJUSTED  
 OZ0308  ___________________________________________________________________
 OZ0308  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 OZ0308  DYNAMIC HT  -        2686.496 (meters)    8813.95  (feet)  COMP
 OZ0308  MODELED GRAV-     979,798.8   (mgal)                       NAVD 88
 OZ0308
 OZ0308  VERT ORDER  -  SECOND    CLASS 0
 OZ0308
 OZ0308.The horizontal coordinates were scaled from a topographic map and have
 OZ0308.an estimated accuracy of +/- 6 seconds.
 OZ0308
 OZ0308.The orthometric height was determined by differential leveling
 OZ0308.and adjusted by the National Geodetic Survey in June 1991..
 OZ0308
 OZ0308.The geoid height was determined by GEOID03.
 OZ0308
 OZ0308.The dynamic height is computed by dividing the NAVD 88
 OZ0308.geopotential number by the normal gravity value computed on the
 OZ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0308.degrees latitude (g = 980.6199 gals.).
 OZ0308
 OZ0308.The modeled gravity was interpolated from observed gravity values.
 OZ0308
 OZ0308;                    North         East    Units  Estimated Accuracy
 OZ0308;SPC ID C     -   244,630.      421,290.      MT  (+/- 180 meters Scaled)
 OZ0308
 OZ0308                          SUPERSEDED SURVEY CONTROL
 OZ0308
 OZ0308  NGVD 29 (??/??/92) 2687.000  (m)         8815.60   (f) ADJ UNCH    2 0
 OZ0308
 OZ0308.Superseded values are not recommended for survey control.
 OZ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0308.See file dsdata.txt to determine how the superseded data were derived.
 OZ0308
 OZ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ623588(NAD 83)
 OZ0308_MARKER: DD = SURVEY DISK
 OZ0308_SETTING: 80 = SET IN A BOULDER
 OZ0308_SP_SET: BOULDER
 OZ0308_STAMPING: 51 E 1936
 OZ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0308+STABILITY: SURFACE MOTION
 OZ0308
 OZ0308  HISTORY     - Date     Condition        Report By
 OZ0308  HISTORY     - 1936     MONUMENTED       USGS
 OZ0308  HISTORY     - 1950     GOOD             NGS
 OZ0308  HISTORY     - 1955     GOOD             NGS
 OZ0308
 OZ0308                          STATION DESCRIPTION
 OZ0308
 OZ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0308'9.9 MI SW FROM ALTURAS LAKE.
 OZ0308'4.1 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0308'OUTLET AT ALTURAS LAKE, THENCE 5.8 MILES SOUTHWEST ALONG ATLANTA
 OZ0308'TRAIL, AT THE SUMMIT BETWEEN ALTURAS LAKE CREEK AND MATTINGLY CREEK,
 OZ0308'AT THE BLAINE - ELMORE COUNTY LINE, 9 FEET EAST OF THE CENTER LINE OF
 OZ0308'THE TRAIL, IN THE TOP OF A 3 -BY - 3 FOOT BOULDER WHICH PROJECTS 1
 OZ0308'FOOT ABOVE THE GROUND MARKED BY A PAINTED B M, AND 1 FOOT HIGHER THAN
 OZ0308'THE TRAIL.
 OZ0308
 OZ0308                          STATION RECOVERY (1955)
 OZ0308
 OZ0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OZ0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0521 ***********************************************************************
 NW0521  DESIGNATION -  51 EMH
 NW0521  PID         -  NW0521
 NW0521  STATE/COUNTY-  ID/OWYHEE
 NW0521  USGS QUAD   -  WICKAHONEY POINT (1972)
 NW0521
 NW0521                         *CURRENT SURVEY CONTROL
 NW0521  ___________________________________________________________________
 NW0521* NAD 83(1986)-  42 27 11.     (N)    116 03 25.     (W)     SCALED    
 NW0521* NAVD 88     -      1752.186  (meters)    5748.63   (feet)  POSTED    
 NW0521  ___________________________________________________________________
 NW0521  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 NW0521  DYNAMIC HT  -        1750.990 (meters)    5744.71  (feet)  COMP
 NW0521  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 NW0521
 NW0521  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0521
 NW0521.The horizontal coordinates were scaled from a topographic map and have
 NW0521.an estimated accuracy of +/- 6 seconds.
 NW0521
 NW0521.The orthometric height was determined by differential leveling
 NW0521.and adjusted by the National Geodetic Survey in 1992..
 NW0521.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0521.rate of 0.0 thru 1.0 mm/km.
 NW0521
 NW0521.The geoid height was determined by GEOID03.
 NW0521
 NW0521.The dynamic height is computed by dividing the NAVD 88
 NW0521.geopotential number by the normal gravity value computed on the
 NW0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0521.degrees latitude (g = 980.6199 gals.).
 NW0521
 NW0521.The modeled gravity was interpolated from observed gravity values.
 NW0521
 NW0521;                    North         East    Units  Estimated Accuracy
 NW0521;SPC ID W     -    87,390.      774,750.      MT  (+/- 180 meters Scaled)
 NW0521
 NW0521                          SUPERSEDED SURVEY CONTROL
 NW0521
 NW0521.No superseded survey control is available for this station.
 NW0521
 NW0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH775005(NAD 83)
 NW0521_MARKER: DD = SURVEY DISK
 NW0521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0521_SP_SET: COPPER-CLAD STEEL ROD
 NW0521_STAMPING: 51 EMH 1972 5745
 NW0521_MARK LOGO: USGS  
 NW0521_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0521+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0521
 NW0521  HISTORY     - Date     Condition        Report By
 NW0521  HISTORY     - 1972     MONUMENTED       USGS
 NW0521
 NW0521                          STATION DESCRIPTION
 NW0521
 NW0521'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0521'FROM GRASMERE, IDAHO, PROCEED 4.0 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NW0521'13.7 MILES SOUTHEAST ALONG GRADED ROAD, 0.2 MILES SOUTH AND 4.7 MILES
 NW0521'WEST OF WICKAHONEY RANCH HOUSE, 0.2 MILES EAST OF DUNCAN CREEK, AT THE
 NW0521'JUNCTION OF A ROAD SOUTHWEST, 104 FEET SOUTHWEST AND ABOUT LEVEL WITH
 NW0521'THE JUNCTION, 50 FEET SOUTHWEST OF A SIGN -DICKSHOOTER - BATTLE CREEK
 NW0521'RANCH-, 45 FEET SOUTH OF THE MAIN EAST-WEST ROAD, 29 FEET WEST OF THE
 NW0521'ROAD SOUTHWEST, A 5/8-INCH COPPER-COATED ROD ENCASED IN A 6-INCH
 NW0521'BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1008 ***********************************************************************
 OY1008  DESIGNATION -  51 HLS
 OY1008  PID         -  OY1008
 OY1008  STATE/COUNTY-  ID/BUTTE
 OY1008  USGS QUAD   -  BIG LOST RIVER SINKS (1969)
 OY1008
 OY1008                         *CURRENT SURVEY CONTROL
 OY1008  ___________________________________________________________________
 OY1008* NAD 83(1986)-  43 49 19.     (N)    112 46 33.     (W)     SCALED    
 OY1008* NAVD 88     -      1460.004  (meters)    4790.03   (feet)  ADJUSTED  
 OY1008  ___________________________________________________________________
 OY1008  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY1008  DYNAMIC HT  -        1459.277 (meters)    4787.64  (feet)  COMP
 OY1008  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 OY1008
 OY1008  VERT ORDER  -  FIRST     CLASS II
 OY1008
 OY1008.The horizontal coordinates were scaled from a topographic map and have
 OY1008.an estimated accuracy of +/- 6 seconds.
 OY1008
 OY1008.The orthometric height was determined by differential leveling
 OY1008.and adjusted by the National Geodetic Survey in December 1992..
 OY1008
 OY1008.The geoid height was determined by GEOID03.
 OY1008
 OY1008.The dynamic height is computed by dividing the NAVD 88
 OY1008.geopotential number by the normal gravity value computed on the
 OY1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1008.degrees latitude (g = 980.6199 gals.).
 OY1008
 OY1008.The modeled gravity was interpolated from observed gravity values.
 OY1008
 OY1008;                    North         East    Units  Estimated Accuracy
 OY1008;SPC ID C     -   240,140.      598,470.      MT  (+/- 180 meters Scaled)
 OY1008
 OY1008                          SUPERSEDED SURVEY CONTROL
 OY1008
 OY1008  NGVD 29 (08/20/92) 1458.948  (m)         4786.57   (f) ADJUSTED    1 2
 OY1008
 OY1008.Superseded values are not recommended for survey control.
 OY1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1008.See file dsdata.txt to determine how the superseded data were derived.
 OY1008
 OY1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP571536(NAD 83)
 OY1008_MARKER: DB = BENCH MARK DISK
 OY1008_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OY1008_SP_SET: COPPER-CLAD STEEL ROD
 OY1008_STAMPING: 51 HLS 1967 4787
 OY1008_MARK LOGO: USGS  
 OY1008_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1008_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1008+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY1008
 OY1008  HISTORY     - Date     Condition        Report By
 OY1008  HISTORY     - 1967     MONUMENTED       USGS
 OY1008  HISTORY     - 19920331 GOOD             NGS
 OY1008
 OY1008                          STATION DESCRIPTION
 OY1008
 OY1008'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1008'FROM THE POST OFFICE IN HOWE, IDAHO PROCEED 8.5 MILES EAST ALONG
 OY1008'HIGHWAYS 22 AND 88, THENCE 3.1 MILES NORTHEAST ALONG POWER LINE
 OY1008'SERVICE ROAD, 88 FEET SOUTHEAST OF THE SERVICE ROAD, 52 FEET EAST OF
 OY1008'A POWER POLE MARKED -32- ON CROSSBAR, 2 FEET NORTHWEST OF A WITNESS
 OY1008'POST, SET ON A COPPER-COATED ROD (DRIVEN TO REFUSAL) FLUSH WITH THE
 OY1008'GROUND.
 OY1008
 OY1008                          STATION RECOVERY (1992)
 OY1008
 OY1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1008'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1008'OFFICE IN HOWE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY
 OY1008'22, THENCE 5.0 KM (3.10 MI) NORTHEASTERLY ALONG A DIRT ROAD, 27.1 M
 OY1008'(88.9 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTER, AND 0.6 M (2.0
 OY1008'FT) NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 OY1008'6-INCH PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS
 OY1008'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0477 ***********************************************************************
 OX0477  DESIGNATION -  5104
 OX0477  PID         -  OX0477
 OX0477  STATE/COUNTY-  ID/BONNEVILLE
 OX0477  USGS QUAD   -  POPLAR (1979)
 OX0477
 OX0477                         *CURRENT SURVEY CONTROL
 OX0477  ___________________________________________________________________
 OX0477* NAD 83(1986)-  43 37 09.     (N)    111 39 53.     (W)     SCALED    
 OX0477* NAVD 88     -      1556.568  (meters)    5106.84   (feet)  ADJUSTED  
 OX0477  ___________________________________________________________________
 OX0477  GEOID HEIGHT-         -10.78  (meters)                     GEOID03
 OX0477  DYNAMIC HT  -        1555.722 (meters)    5104.06  (feet)  COMP
 OX0477  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 OX0477
 OX0477  VERT ORDER  -  FIRST     CLASS II
 OX0477
 OX0477.The horizontal coordinates were scaled from a topographic map and have
 OX0477.an estimated accuracy of +/- 6 seconds.
 OX0477
 OX0477.The orthometric height was determined by differential leveling
 OX0477.and adjusted by the National Geodetic Survey in June 1991..
 OX0477
 OX0477.The geoid height was determined by GEOID03.
 OX0477
 OX0477.The dynamic height is computed by dividing the NAVD 88
 OX0477.geopotential number by the normal gravity value computed on the
 OX0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0477.degrees latitude (g = 980.6199 gals.).
 OX0477
 OX0477.The modeled gravity was interpolated from observed gravity values.
 OX0477
 OX0477;                    North         East    Units  Estimated Accuracy
 OX0477;SPC ID E     -   217,010.      240,510.      MT  (+/- 180 meters Scaled)
 OX0477
 OX0477                          SUPERSEDED SURVEY CONTROL
 OX0477
 OX0477  NGVD 29 (??/??/92) 1555.444  (m)         5103.15   (f) ADJ UNCH    1 2
 OX0477
 OX0477.Superseded values are not recommended for survey control.
 OX0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0477.See file dsdata.txt to determine how the superseded data were derived.
 OX0477
 OX0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP463297(NAD 83)
 OX0477_MARKER: Q = CHISELED SQUARE
 OX0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0477_SP_SET: CULVERT
 OX0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0477
 OX0477  HISTORY     - Date     Condition        Report By
 OX0477  HISTORY     - UNK      MONUMENTED       USGS
 OX0477  HISTORY     - 1930     GOOD             USGS
 OX0477
 OX0477                          STATION DESCRIPTION
 OX0477
 OX0477'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0477'5.8 MI SE FROM RIRIE.
 OX0477'5.8 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM RIRIE, BONNEVILLE
 OX0477'COUNTY, 5.6 MILES NORTHWEST OF ANTELOPE SCHOOL, AT A CULVERT PAINTED
 OX0477'USBM 5104, AND ON THE TOP OF THE WEST CONCRETE HEADWALL.  A CHISELED
 OX0477'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0240 ***********************************************************************
 PZ0240  DESIGNATION -  5111
 PZ0240  PID         -  PZ0240
 PZ0240  STATE/COUNTY-  ID/CLARK
 PZ0240  USGS QUAD   -  SNAKY CANYON (1969)
 PZ0240
 PZ0240                         *CURRENT SURVEY CONTROL
 PZ0240  ___________________________________________________________________
 PZ0240* NAD 83(1986)-  44 01 54.     (N)    112 42 57.     (W)     SCALED    
 PZ0240* NAVD 88     -      1562.574  (meters)    5126.54   (feet)  ADJUSTED  
 PZ0240  ___________________________________________________________________
 PZ0240  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 PZ0240  DYNAMIC HT  -        1561.786 (meters)    5123.96  (feet)  COMP
 PZ0240  MODELED GRAV-     980,059.5   (mgal)                       NAVD 88
 PZ0240
 PZ0240  VERT ORDER  -  SECOND    CLASS 0
 PZ0240
 PZ0240.The horizontal coordinates were scaled from a topographic map and have
 PZ0240.an estimated accuracy of +/- 6 seconds.
 PZ0240
 PZ0240.The orthometric height was determined by differential leveling
 PZ0240.and adjusted by the National Geodetic Survey in June 1991..
 PZ0240
 PZ0240.The geoid height was determined by GEOID03.
 PZ0240
 PZ0240.The dynamic height is computed by dividing the NAVD 88
 PZ0240.geopotential number by the normal gravity value computed on the
 PZ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0240.degrees latitude (g = 980.6199 gals.).
 PZ0240
 PZ0240.The modeled gravity was interpolated from observed gravity values.
 PZ0240
 PZ0240;                    North         East    Units  Estimated Accuracy
 PZ0240;SPC ID E     -   262,860.      155,980.      MT  (+/- 180 meters Scaled)
 PZ0240
 PZ0240                          SUPERSEDED SURVEY CONTROL
 PZ0240
 PZ0240  NGVD 29 (??/??/92) 1561.457  (m)         5122.88   (f) ADJ UNCH    2 0
 PZ0240
 PZ0240.Superseded values are not recommended for survey control.
 PZ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0240.See file dsdata.txt to determine how the superseded data were derived.
 PZ0240
 PZ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP625768(NAD 83)
 PZ0240_MARKER: Z = SEE DESCRIPTION
 PZ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0240_STAMPING: 5111 1929
 PZ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0240+STABILITY: SURFACE MOTION
 PZ0240
 PZ0240  HISTORY     - Date     Condition        Report By
 PZ0240  HISTORY     - 1929     MONUMENTED       USGS
 PZ0240  HISTORY     - 1934     GOOD             NGS
 PZ0240  HISTORY     - 19990601 MARK NOT FOUND   IDTD
 PZ0240
 PZ0240                          STATION DESCRIPTION
 PZ0240
 PZ0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PZ0240'30.9 MI SW FROM DUBOIS.
 PZ0240'30.9 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0240'DUBOIS, CLARK COUNTY, 0.2 MILE NORTH OF THE RANCH HOUSE AT RENO RANCH
 PZ0240'400 FEET NORTH OF A BRIDGE OVER AN IRRIGATION DTICH, 120 FEET
 PZ0240'NORTHWEST OF A CORNER FENCE POST, AND 3 FEET EAST OF A 3-FOOT ROCK
 PZ0240'PILE 2 FEET HIGH AND PAINTED U S B M.  A 1/4-INCH BRASS ROD, STAMPED
 PZ0240'5111 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8
 PZ0240'INCHES ABOVE GROUND.
 PZ0240
 PZ0240                          STATION RECOVERY (1999)
 PZ0240
 PZ0240'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0475 ***********************************************************************
 OX0475  DESIGNATION -  5114
 OX0475  PID         -  OX0475
 OX0475  STATE/COUNTY-  ID/BONNEVILLE
 OX0475  USGS QUAD   -  POPLAR (1979)
 OX0475
 OX0475                         *CURRENT SURVEY CONTROL
 OX0475  ___________________________________________________________________
 OX0475* NAD 83(1986)-  43 36 12.     (N)    111 39 13.     (W)     SCALED    
 OX0475* NAVD 88     -      1559.845  (meters)    5117.59   (feet)  ADJUSTED  
 OX0475  ___________________________________________________________________
 OX0475  GEOID HEIGHT-         -10.75  (meters)                     GEOID03
 OX0475  DYNAMIC HT  -        1558.985 (meters)    5114.77  (feet)  COMP
 OX0475  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 OX0475
 OX0475  VERT ORDER  -  FIRST     CLASS II
 OX0475
 OX0475.The horizontal coordinates were scaled from a topographic map and have
 OX0475.an estimated accuracy of +/- 6 seconds.
 OX0475
 OX0475.The orthometric height was determined by differential leveling
 OX0475.and adjusted by the National Geodetic Survey in June 1991..
 OX0475
 OX0475.The geoid height was determined by GEOID03.
 OX0475
 OX0475.The dynamic height is computed by dividing the NAVD 88
 OX0475.geopotential number by the normal gravity value computed on the
 OX0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0475.degrees latitude (g = 980.6199 gals.).
 OX0475
 OX0475.The modeled gravity was interpolated from observed gravity values.
 OX0475
 OX0475;                    North         East    Units  Estimated Accuracy
 OX0475;SPC ID E     -   215,250.      241,420.      MT  (+/- 180 meters Scaled)
 OX0475
 OX0475                          SUPERSEDED SURVEY CONTROL
 OX0475
 OX0475  NGVD 29 (??/??/92) 1558.710  (m)         5113.87   (f) ADJ UNCH    1 2
 OX0475
 OX0475.Superseded values are not recommended for survey control.
 OX0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0475.See file dsdata.txt to determine how the superseded data were derived.
 OX0475
 OX0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP472280(NAD 83)
 OX0475_MARKER: Q = CHISELED SQUARE
 OX0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0475_SP_SET: CULVERT
 OX0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0475
 OX0475  HISTORY     - Date     Condition        Report By
 OX0475  HISTORY     - UNK      MONUMENTED       USGS
 OX0475  HISTORY     - 1930     GOOD             USGS
 OX0475
 OX0475                          STATION DESCRIPTION
 OX0475
 OX0475'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0475'21.9 MI NW FROM SWAN VALLEY.
 OX0475'21.9 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0475'BONNEVILLE COUNTY, 6.7 MILES SOUTHEASDT OF RIRIE, 4.7 MILES NORTHWEST
 OX0475'OF ANTELOPE SCHOOL, ABOUT 1500 FEET NORTHWEST OF THE END OF THE GRADE
 OX0475'LEADING TO ANTELOPE FLATS, ON A ROLLING BENCH, AT A CULVERT PAINTED
 OX0475'USBM 5114 AND ON THE TOP OF THE SOUTHWEST CONCRETE HEADWALL.  A
 OX0475'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0472 ***********************************************************************
 NU0472  DESIGNATION -  5120
 NU0472  PID         -  NU0472
 NU0472  STATE/COUNTY-  ID/POWER
 NU0472  USGS QUAD   -  ARBON (1973)
 NU0472
 NU0472                         *CURRENT SURVEY CONTROL
 NU0472  ___________________________________________________________________
 NU0472* NAD 83(1986)-  42 29 52.     (N)    112 33 22.     (W)     SCALED    
 NU0472* NAVD 88     -      1561.692  (meters)    5123.65   (feet)  ADJUSTED  
 NU0472  ___________________________________________________________________
 NU0472  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 NU0472  DYNAMIC HT  -        1560.642 (meters)    5120.21  (feet)  COMP
 NU0472  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 NU0472
 NU0472  VERT ORDER  -  SECOND    CLASS 0
 NU0472
 NU0472.The horizontal coordinates were scaled from a topographic map and have
 NU0472.an estimated accuracy of +/- 6 seconds.
 NU0472
 NU0472.The orthometric height was determined by differential leveling
 NU0472.and adjusted by the National Geodetic Survey in June 1991..
 NU0472
 NU0472.The geoid height was determined by GEOID03.
 NU0472
 NU0472.The dynamic height is computed by dividing the NAVD 88
 NU0472.geopotential number by the normal gravity value computed on the
 NU0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0472.degrees latitude (g = 980.6199 gals.).
 NU0472
 NU0472.The modeled gravity was interpolated from observed gravity values.
 NU0472
 NU0472;                    North         East    Units  Estimated Accuracy
 NU0472;SPC ID E     -    92,380.      167,990.      MT  (+/- 180 meters Scaled)
 NU0472
 NU0472                          SUPERSEDED SURVEY CONTROL
 NU0472
 NU0472  NGVD 29 (??/??/92) 1560.543  (m)         5119.88   (f) ADJ UNCH    2 0
 NU0472
 NU0472.Superseded values are not recommended for survey control.
 NU0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0472.See file dsdata.txt to determine how the superseded data were derived.
 NU0472
 NU0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN721062(NAD 83)
 NU0472_MARKER: Z = SEE DESCRIPTION
 NU0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0472_SP_SET: AXLE
 NU0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0472
 NU0472  HISTORY     - Date     Condition        Report By
 NU0472  HISTORY     - UNK      MONUMENTED       USGS
 NU0472  HISTORY     - 1934     GOOD             NGS
 NU0472
 NU0472                          STATION DESCRIPTION
 NU0472
 NU0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0472'3.4 MI N FROM ARBON.
 NU0472'3.4 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE LATTER DAY SAINTS
 NU0472'CHURCH AT ARBON, POWER COUNTY, 40 FEET WEST OF THE CENTER LINE OF THE
 NU0472'HIGHWAY, 5 FEET SOUTH OF A POLE, AND IN LINE WITH THE RIGHT-OF-WAY
 NU0472'FENCE.  THE TOP OF A STEEL AXLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0630 ***********************************************************************
 NV0630  DESIGNATION -  5125
 NV0630  PID         -  NV0630
 NV0630  STATE/COUNTY-  ID/OWYHEE
 NV0630  USGS QUAD   -  GRASMERE RESERVOIR (1979)
 NV0630
 NV0630                         *CURRENT SURVEY CONTROL
 NV0630  ___________________________________________________________________
 NV0630* NAD 83(1986)-  42 22 08.     (N)    115 52 48.     (W)     SCALED    
 NV0630* NAVD 88     -      1562.850  (meters)    5127.45   (feet)  ADJUSTED  
 NV0630  ___________________________________________________________________
 NV0630  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 NV0630  DYNAMIC HT  -        1561.833 (meters)    5124.11  (feet)  COMP
 NV0630  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 NV0630
 NV0630  VERT ORDER  -  FIRST     CLASS II
 NV0630
 NV0630.The horizontal coordinates were scaled from a topographic map and have
 NV0630.an estimated accuracy of +/- 6 seconds.
 NV0630
 NV0630.The orthometric height was determined by differential leveling
 NV0630.and adjusted by the National Geodetic Survey in June 1991..
 NV0630
 NV0630.The geoid height was determined by GEOID03.
 NV0630
 NV0630.The dynamic height is computed by dividing the NAVD 88
 NV0630.geopotential number by the normal gravity value computed on the
 NV0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0630.degrees latitude (g = 980.6199 gals.).
 NV0630
 NV0630.The modeled gravity was interpolated from observed gravity values.
 NV0630
 NV0630;                    North         East    Units  Estimated Accuracy
 NV0630;SPC ID W     -    78,000.      789,290.      MT  (+/- 180 meters Scaled)
 NV0630
 NV0630                          SUPERSEDED SURVEY CONTROL
 NV0630
 NV0630  NGVD 29 (??/??/92) 1561.758  (m)         5123.87   (f) ADJ UNCH    1 2
 NV0630
 NV0630.Superseded values are not recommended for survey control.
 NV0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0630.See file dsdata.txt to determine how the superseded data were derived.
 NV0630
 NV0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG922913(NAD 83)
 NV0630_MARKER: P = PIPE CAP
 NV0630_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0630_SP_SET: SHALLOW-SET PIPE
 NV0630_STAMPING: 5125 1911
 NV0630_MARK LOGO: USGLO 
 NV0630_MAGNETIC: P = MARKER IS A STEEL PIPE
 NV0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0630
 NV0630  HISTORY     - Date     Condition        Report By
 NV0630  HISTORY     - 1911     MONUMENTED       USGLO
 NV0630  HISTORY     - 1972     GOOD             USGS
 NV0630  HISTORY     - 19840601 GOOD             NGS
 NV0630
 NV0630                          STATION DESCRIPTION
 NV0630
 NV0630'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NV0630'0.7 MI SE FROM GRASMERE.
 NV0630'0.40 MILE SOUTH OF ALONG STATE HIGHWAY 51, THENCE 0.30 MILE SOUTHEAST
 NV0630'ALONG A GRADED ROAD, THENCE 200 FEET SOUTHWEST ALONG AN ABANDONED
 NV0630'ROAD, 5 FEET SE OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTERLINE OF
 NV0630'THE ABANDONED ROAD.  USGLO IRON PIPE AND CAP STAMPED 5125 1911.
 NV0630
 NV0630                          STATION RECOVERY (1984)
 NV0630
 NV0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0630'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  30.1 KM (18.7
 NV0630'MI) NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE, THENCE 0.5
 NV0630'KM (0.3 MI) SOUTHEAST ALONG A GRAVEL ROAD, 0.5 KM (0.3 MI) SOUTHEAST
 NV0630'OF BENCH MARK A 420, A BRASS CAP RIVETED TO A 3-INCH IRON PIPE
 NV0630'PROJECTING 25 CM (10 INCHES) ABOVE THE SURFACE OF THE GROUND, 41.5 M
 NV0630'(136 FT) SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 1.8 M (6 FT)
 NV0630'SOUTHEAST OF THE CENTER OF A DIM TRACK ROAD.  NOTE--191 IS PRECAST IN
 NV0630'THE CAP AND NUMBER 1 IS STAMPED, ASSUMED TO BE THE YEAR 1911.  ABOUT
 NV0630'LEVEL WITH THE GRAVEL ROAD.  0.4 M NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0194 ***********************************************************************
 OZ0194  DESIGNATION -  5125.68
 OZ0194  PID         -  OZ0194
 OZ0194  STATE/COUNTY-  ID/CAMAS
 OZ0194  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0194
 OZ0194                         *CURRENT SURVEY CONTROL
 OZ0194  ___________________________________________________________________
 OZ0194* NAD 83(1986)-  43 15 32.     (N)    114 40 44.     (W)     SCALED    
 OZ0194* NAVD 88     -      1562.583  (meters)    5126.57   (feet)  ADJUSTED  
 OZ0194  ___________________________________________________________________
 OZ0194  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0194  DYNAMIC HT  -        1561.682 (meters)    5123.62  (feet)  COMP
 OZ0194  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 OZ0194
 OZ0194  VERT ORDER  -  SECOND    CLASS 0
 OZ0194
 OZ0194.The horizontal coordinates were scaled from a topographic map and have
 OZ0194.an estimated accuracy of +/- 6 seconds.
 OZ0194
 OZ0194.The orthometric height was determined by differential leveling
 OZ0194.and adjusted by the National Geodetic Survey in June 1991..
 OZ0194
 OZ0194.The geoid height was determined by GEOID03.
 OZ0194
 OZ0194.The dynamic height is computed by dividing the NAVD 88
 OZ0194.geopotential number by the normal gravity value computed on the
 OZ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0194.degrees latitude (g = 980.6199 gals.).
 OZ0194
 OZ0194.The modeled gravity was interpolated from observed gravity values.
 OZ0194
 OZ0194;                    North         East    Units  Estimated Accuracy
 OZ0194;SPC ID C     -   177,080.      444,880.      MT  (+/- 180 meters Scaled)
 OZ0194
 OZ0194                          SUPERSEDED SURVEY CONTROL
 OZ0194
 OZ0194  NGVD 29 (??/??/92) 1561.525  (m)         5123.10   (f) ADJ UNCH    2 0
 OZ0194
 OZ0194.Superseded values are not recommended for survey control.
 OZ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0194.See file dsdata.txt to determine how the superseded data were derived.
 OZ0194
 OZ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH883921(NAD 83)
 OZ0194_MARKER: DD = SURVEY DISK
 OZ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0194_STAMPING: 5125.68
 OZ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0194+STABILITY: SURFACE MOTION
 OZ0194
 OZ0194  HISTORY     - Date     Condition        Report By
 OZ0194  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0194  HISTORY     - 1950     GOOD             NGS
 OZ0194  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0194
 OZ0194                          STATION DESCRIPTION
 OZ0194
 OZ0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0194'11.1 MI SE FROM FAIRFIELD.
 OZ0194'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0194'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 6.0 MILES SOUTH
 OZ0194'ALONG STATE HIGHWAY 46, AT THE BASE OF A LONG STEEP HILL, 0.2 MILE
 OZ0194'NORTHWEST OF A SPRING AND A PARKING AREA, AT THE SOUTHEAST END OF A
 OZ0194'LONG TANGENT, 40 1/2 FEET EAST OF THE CENTER OF THE NORTHEAST END OF A
 OZ0194'36-INCH CORRUGATED METAL PIPE CULVERT, 40 FEET NORTHEAST OF THE CENTER
 OZ0194'LINE OF THE HIGHWAY, 0.6 FOOT NORTHEAST OF A FENCE, ABOUT 3 FEET LOWER
 OZ0194'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 OZ0194'FOOT ABOVE THE GROUND.
 OZ0194
 OZ0194                          STATION RECOVERY (1981)
 OZ0194
 OZ0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0469 ***********************************************************************
 NU0469  DESIGNATION -  5127.8
 NU0469  PID         -  NU0469
 NU0469  STATE/COUNTY-  ID/POWER
 NU0469  USGS QUAD   -  ARBON (1973)
 NU0469
 NU0469                         *CURRENT SURVEY CONTROL
 NU0469  ___________________________________________________________________
 NU0469* NAD 83(1986)-  42 27 45.     (N)    112 33 23.     (W)     SCALED    
 NU0469* NAVD 88     -      1564.013  (meters)    5131.27   (feet)  ADJUSTED  
 NU0469  ___________________________________________________________________
 NU0469  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 NU0469  DYNAMIC HT  -        1562.964 (meters)    5127.82  (feet)  COMP
 NU0469  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 NU0469
 NU0469  VERT ORDER  -  SECOND    CLASS 0
 NU0469
 NU0469.The horizontal coordinates were scaled from a topographic map and have
 NU0469.an estimated accuracy of +/- 6 seconds.
 NU0469
 NU0469.The orthometric height was determined by differential leveling
 NU0469.and adjusted by the National Geodetic Survey in June 1991..
 NU0469
 NU0469.The geoid height was determined by GEOID03.
 NU0469
 NU0469.The dynamic height is computed by dividing the NAVD 88
 NU0469.geopotential number by the normal gravity value computed on the
 NU0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0469.degrees latitude (g = 980.6199 gals.).
 NU0469
 NU0469.The modeled gravity was interpolated from observed gravity values.
 NU0469
 NU0469;                    North         East    Units  Estimated Accuracy
 NU0469;SPC ID E     -    88,470.      167,950.      MT  (+/- 180 meters Scaled)
 NU0469
 NU0469                          SUPERSEDED SURVEY CONTROL
 NU0469
 NU0469  NGVD 29 (??/??/92) 1562.871  (m)         5127.52   (f) ADJ UNCH    2 0
 NU0469
 NU0469.Superseded values are not recommended for survey control.
 NU0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0469.See file dsdata.txt to determine how the superseded data were derived.
 NU0469
 NU0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN720023(NAD 83)
 NU0469_MARKER: N = NAIL
 NU0469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0469_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0469
 NU0469  HISTORY     - Date     Condition        Report By
 NU0469  HISTORY     - UNK      MONUMENTED       USGS
 NU0469  HISTORY     - 1934     GOOD             NGS
 NU0469
 NU0469                          STATION DESCRIPTION
 NU0469
 NU0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0469'1.0 MI N FROM ARBON.
 NU0469'1.0 MILE NORTH ALONG STATE HIGHWAY 38 FROM THE LATTER DAY SAINTS
 NU0469'CHURCH AT ARBON, POWER COUNTY, 40 FEET WEST OF THE CENTER LINE OF THE
 NU0469'HIGHWAY, ABOUT 140 FEET SOUTH OF AN EAST-AND-WEST FENCE, 4 FEET NORTH
 NU0469'OF A POLE, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.  A UNITED STATES
 NU0469'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER, SET IN THE TOP OF
 NU0469'AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0505 ***********************************************************************
 OY0505  DESIGNATION -  5128
 OY0505  PID         -  OY0505
 OY0505  STATE/COUNTY-  ID/BUTTE
 OY0505  USGS QUAD   -  BUTTE CITY (1972)
 OY0505
 OY0505                         *CURRENT SURVEY CONTROL
 OY0505  ___________________________________________________________________
 OY0505* NAD 83(1986)-  43 32 53.     (N)    113 08 31.     (W)     SCALED    
 OY0505* NAVD 88     -      1563.929  (meters)    5130.99   (feet)  ADJUSTED  
 OY0505  ___________________________________________________________________
 OY0505  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 OY0505  DYNAMIC HT  -        1563.073 (meters)    5128.18  (feet)  COMP
 OY0505  MODELED GRAV-     980,017.1   (mgal)                       NAVD 88
 OY0505
 OY0505  VERT ORDER  -  FIRST     CLASS II
 OY0505
 OY0505.The horizontal coordinates were scaled from a topographic map and have
 OY0505.an estimated accuracy of +/- 6 seconds.
 OY0505
 OY0505.The orthometric height was determined by differential leveling
 OY0505.and adjusted by the National Geodetic Survey in December 1992..
 OY0505
 OY0505.The geoid height was determined by GEOID03.
 OY0505
 OY0505.The dynamic height is computed by dividing the NAVD 88
 OY0505.geopotential number by the normal gravity value computed on the
 OY0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0505.degrees latitude (g = 980.6199 gals.).
 OY0505
 OY0505.The modeled gravity was interpolated from observed gravity values.
 OY0505
 OY0505;                    North         East    Units  Estimated Accuracy
 OY0505;SPC ID C     -   209,340.      569,340.      MT  (+/- 180 meters Scaled)
 OY0505
 OY0505                          SUPERSEDED SURVEY CONTROL
 OY0505
 OY0505  NAVD 88 (06/15/91) 1563.932  (m)         5131.00   (f) UNKNOWN     1 2
 OY0505  NGVD 29 (08/20/92) 1562.860  (m)         5127.48   (f) ADJUSTED    1 2
 OY0505
 OY0505.Superseded values are not recommended for survey control.
 OY0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0505.See file dsdata.txt to determine how the superseded data were derived.
 OY0505
 OY0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP269239(NAD 83)
 OY0505_MARKER: DD = SURVEY DISK
 OY0505_SETTING: 66 = SET IN ROCK OUTCROP
 OY0505_SP_SET: BEDROCK
 OY0505_STAMPING: 5128 1912 18
 OY0505_MARK LOGO: USGS  
 OY0505_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0505+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0505
 OY0505  HISTORY     - Date     Condition        Report By
 OY0505  HISTORY     - 1912     MONUMENTED       USGS
 OY0505  HISTORY     - 1948     GOOD             NGS
 OY0505  HISTORY     - 19920619 GOOD             NGS
 OY0505
 OY0505                          STATION DESCRIPTION
 OY0505
 OY0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0505'10.8 MI SE FROM ARCO.
 OY0505'10.8 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0505'STATION AT ARCO, BUTTE COUNTY, 0.3 MILE EAST OF MILEPOST 49, 454 FEET
 OY0505'WEST OF CULVERT 48.58 UNDER THE TRACK, AT A DIRT-ROAD CROSSING, 63
 OY0505'FEET WEST OF THE CENTERLINE OF THE ROAD, 10 FEET NORTH OF THE
 OY0505'CENTERLINE OF THE TRACK, AT THE EAST END OF A CUT THROUGH LAVA ROCK,
 OY0505'AND IN THE TOP OF THE ROCK.  A UNITED STATES GEOLOGICAL SURVEY
 OY0505'STANDARD DISK, STAMPED 5128 1912 18.
 OY0505
 OY0505                          STATION RECOVERY (1992)
 OY0505
 OY0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0505'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0505'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 12.4 KM (7.70 MI)
 OY0505'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, NEAR THE EAST END OF
 OY0505'A 2 BY-3 FOOT EXPOSED AREA OF BEDROCK NEAR THE EAST END OF A RAILROAD
 OY0505'CUT, 17.6 M (57.7 FT) WEST OF THE CENTER OF A TRACK ROAD, 2.9 M (9.5
 OY0505'FT) NORTH OF THE NEAR RAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 OY0505'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0620 ***********************************************************************
 NU0620  DESIGNATION -  5129
 NU0620  PID         -  NU0620
 NU0620  STATE/COUNTY-  ID/POWER
 NU0620  USGS QUAD   -  PAULINE (1971)
 NU0620
 NU0620                         *CURRENT SURVEY CONTROL
 NU0620  ___________________________________________________________________
 NU0620* NAD 83(1986)-  42 32 21.     (N)    112 33 20.     (W)     SCALED    
 NU0620* NAVD 88     -      1564.476  (meters)    5132.78   (feet)  ADJUSTED  
 NU0620  ___________________________________________________________________
 NU0620  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 NU0620  DYNAMIC HT  -        1563.445 (meters)    5129.40  (feet)  COMP
 NU0620  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 NU0620
 NU0620  VERT ORDER  -  SECOND    CLASS 0
 NU0620
 NU0620.The horizontal coordinates were scaled from a topographic map and have
 NU0620.an estimated accuracy of +/- 6 seconds.
 NU0620
 NU0620.The orthometric height was determined by differential leveling
 NU0620.and adjusted by the National Geodetic Survey in June 1991..
 NU0620
 NU0620.The geoid height was determined by GEOID03.
 NU0620
 NU0620.The dynamic height is computed by dividing the NAVD 88
 NU0620.geopotential number by the normal gravity value computed on the
 NU0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0620.degrees latitude (g = 980.6199 gals.).
 NU0620
 NU0620.The modeled gravity was interpolated from observed gravity values.
 NU0620
 NU0620;                    North         East    Units  Estimated Accuracy
 NU0620;SPC ID E     -    96,980.      168,060.      MT  (+/- 180 meters Scaled)
 NU0620
 NU0620                          SUPERSEDED SURVEY CONTROL
 NU0620
 NU0620  NGVD 29 (??/??/92) 1563.345  (m)         5129.07   (f) ADJ UNCH    2 0
 NU0620
 NU0620.Superseded values are not recommended for survey control.
 NU0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0620.See file dsdata.txt to determine how the superseded data were derived.
 NU0620
 NU0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN722108(NAD 83)
 NU0620_MARKER: DD = SURVEY DISK
 NU0620_SETTING: 80 = SET IN A BOULDER
 NU0620_SP_SET: BOULDER
 NU0620_STAMPING: 5129 RM 36 1934
 NU0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0620+STABILITY: SURFACE MOTION
 NU0620
 NU0620  HISTORY     - Date     Condition        Report By
 NU0620  HISTORY     - 1934     MONUMENTED       USGS
 NU0620  HISTORY     - 1969     MARK NOT FOUND   USGS
 NU0620
 NU0620                          STATION DESCRIPTION
 NU0620
 NU0620'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NU0620'1.8 MI S FROM PAULINE.
 NU0620'1.8 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE STORE AT PAULINE,
 NU0620'POWER COUNTY, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN A
 NU0620'LIMESTONE BOULDER, 20 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND IN LINE
 NU0620'WITH THE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 NU0620'STAMPED.  NOTE-- THE LIME STONE COULD NOT BE FOUND ALSO THE AREA IS IN
 NU0620'A PLOWED FIELD NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0774 ***********************************************************************
 OZ0774  DESIGNATION -  5136.6
 OZ0774  PID         -  OZ0774
 OZ0774  STATE/COUNTY-  ID/BOISE
 OZ0774  USGS QUAD   -  BIG OWL CREEK (1972)
 OZ0774
 OZ0774                         *CURRENT SURVEY CONTROL
 OZ0774  ___________________________________________________________________
 OZ0774* NAD 83(1986)-  43 58 13.     (N)    115 35 46.     (W)     SCALED    
 OZ0774* NAVD 88     -      1566.594  (meters)    5139.73   (feet)  ADJUSTED  
 OZ0774  ___________________________________________________________________
 OZ0774  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 OZ0774  DYNAMIC HT  -        1565.726 (meters)    5136.89  (feet)  COMP
 OZ0774  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 OZ0774
 OZ0774  VERT ORDER  -  SECOND    CLASS 0
 OZ0774
 OZ0774.The horizontal coordinates were scaled from a topographic map and have
 OZ0774.an estimated accuracy of +/- 6 seconds.
 OZ0774
 OZ0774.The orthometric height was determined by differential leveling
 OZ0774.and adjusted by the National Geodetic Survey in June 1991..
 OZ0774
 OZ0774.The geoid height was determined by GEOID03.
 OZ0774
 OZ0774.The dynamic height is computed by dividing the NAVD 88
 OZ0774.geopotential number by the normal gravity value computed on the
 OZ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0774.degrees latitude (g = 980.6199 gals.).
 OZ0774
 OZ0774.The modeled gravity was interpolated from observed gravity values.
 OZ0774
 OZ0774;                    North         East    Units  Estimated Accuracy
 OZ0774;SPC ID W     -   255,900.      812,350.      MT  (+/- 180 meters Scaled)
 OZ0774
 OZ0774                          SUPERSEDED SURVEY CONTROL
 OZ0774
 OZ0774  NGVD 29 (??/??/92) 1565.375  (m)         5135.73   (f) ADJ UNCH    2 0
 OZ0774
 OZ0774.Superseded values are not recommended for survey control.
 OZ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0774.See file dsdata.txt to determine how the superseded data were derived.
 OZ0774
 OZ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ126695(NAD 83)
 OZ0774_MARKER: N = NAIL
 OZ0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0774_SP_SET: TREE
 OZ0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0774
 OZ0774  HISTORY     - Date     Condition        Report By
 OZ0774  HISTORY     - UNK      MONUMENTED       USGS
 OZ0774  HISTORY     - 1950     GOOD             NGS
 OZ0774
 OZ0774                          STATION DESCRIPTION
 OZ0774
 OZ0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0774'0.8 MI E FROM BEAVER CREEK GUARD STATION.
 OZ0774'0.8 MILE EAST ALONG A FOREST SERVICE ROAD FROM THE BEAVER CREEK GUARD
 OZ0774'STATION, 107 YARDS WEST OF A BRIDGE OVER LITTLE BEAVER CREEK, 172 1/2
 OZ0774'FEET NORTHEAST OF AND ACROSS THE ROAD FROM A FENCE CORNER POST, 52
 OZ0774'FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A ROOT ON
 OZ0774'THE NORTH SIDE OF A 10-INCH PINE TREE, MARKED BY THE WHITE PAINTED
 OZ0774'LETTERS BM, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0179 ***********************************************************************
 PZ0179  DESIGNATION -  5140
 PZ0179  PID         -  PZ0179
 PZ0179  STATE/COUNTY-  ID/CLARK
 PZ0179  USGS QUAD   -  SMALL (1964)
 PZ0179
 PZ0179                         *CURRENT SURVEY CONTROL
 PZ0179  ___________________________________________________________________
 PZ0179* NAD 83(1986)-  44 11 17.     (N)    112 23 30.     (W)     SCALED    
 PZ0179* NAVD 88     -      1571.07   (+/-2cm)    5154.4    (feet)  VERTCON   
 PZ0179  ___________________________________________________________________
 PZ0179  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 PZ0179
 PZ0179  VERT ORDER  -  ? (See Below)
 PZ0179
 PZ0179.The horizontal coordinates were scaled from a topographic map and have
 PZ0179.an estimated accuracy of +/- 6 seconds.
 PZ0179
 PZ0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0179.The vertical order pertains to the NGVD 29 superseded value.
 PZ0179
 PZ0179.The geoid height was determined by GEOID03.
 PZ0179
 PZ0179;                    North         East    Units  Estimated Accuracy
 PZ0179;SPC ID E     -   280,110.      182,010.      MT  (+/- 180 meters Scaled)
 PZ0179
 PZ0179                          SUPERSEDED SURVEY CONTROL
 PZ0179
 PZ0179  NGVD 29 (??/??/92) 1569.945  (m)         5150.73   (f) ADJ UNCH    ?  
 PZ0179
 PZ0179.Superseded values are not recommended for survey control.
 PZ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0179.See file dsdata.txt to determine how the superseded data were derived.
 PZ0179
 PZ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP887937(NAD 83)
 PZ0179_MARKER: Z = SEE DESCRIPTION
 PZ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0179+STABILITY: SURFACE MOTION
 PZ0179
 PZ0179  HISTORY     - Date     Condition        Report By
 PZ0179  HISTORY     - UNK      MONUMENTED       USGS
 PZ0179  HISTORY     - 1934     GOOD             NGS
 PZ0179
 PZ0179                          STATION DESCRIPTION
 PZ0179
 PZ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PZ0179'11.3 MI SW FROM DUBOIS.
 PZ0179'11.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0179'DUBOIS, CLARK COUNTY, 7.0 MILES NORTHEAST OF WINSPER, AT THE WEST END
 PZ0179'OF A LANE, 30 FEET NORTH OF THE HIGHWAY, AND 2 FEET SOUTH OF A MOUND
 PZ0179'OF STONE PAINTED U S B M 5140.  THE TOP OF A 1/4-INCH BRASS ROD, SET
 PZ0179'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0418 ***********************************************************************
 RY0418  DESIGNATION -  5144.7
 RY0418  PID         -  RY0418
 RY0418  STATE/COUNTY-  ID/IDAHO
 RY0418  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0418
 RY0418                         *CURRENT SURVEY CONTROL
 RY0418  ___________________________________________________________________
 RY0418* NAD 83(1986)-  46 26 34.     (N)    115 36 20.     (W)     SCALED    
 RY0418* NAVD 88     -      1569.228  (meters)    5148.38   (feet)  ADJUSTED  
 RY0418  ___________________________________________________________________
 RY0418  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RY0418  DYNAMIC HT  -        1568.787 (meters)    5146.93  (feet)  COMP
 RY0418  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 RY0418
 RY0418  VERT ORDER  -  FIRST     CLASS II
 RY0418
 RY0418.The horizontal coordinates were scaled from a topographic map and have
 RY0418.an estimated accuracy of +/- 6 seconds.
 RY0418
 RY0418.The orthometric height was determined by differential leveling
 RY0418.and adjusted by the National Geodetic Survey in June 1991..
 RY0418
 RY0418.The geoid height was determined by GEOID03.
 RY0418
 RY0418.The dynamic height is computed by dividing the NAVD 88
 RY0418.geopotential number by the normal gravity value computed on the
 RY0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0418.degrees latitude (g = 980.6199 gals.).
 RY0418
 RY0418.The modeled gravity was interpolated from observed gravity values.
 RY0418
 RY0418;                    North         East    Units  Estimated Accuracy
 RY0418;SPC ID W     -   530,660.      811,100.      MT  (+/- 180 meters Scaled)
 RY0418
 RY0418                          SUPERSEDED SURVEY CONTROL
 RY0418
 RY0418  NGVD 29 (??/??/92) 1567.953  (m)         5144.19   (f) ADJ UNCH    1 2
 RY0418
 RY0418.Superseded values are not recommended for survey control.
 RY0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0418.See file dsdata.txt to determine how the superseded data were derived.
 RY0418
 RY0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM071441(NAD 83)
 RY0418_MARKER: N = NAIL
 RY0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0418_SP_SET: TREE
 RY0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0418
 RY0418  HISTORY     - Date     Condition        Report By
 RY0418  HISTORY     - UNK      MONUMENTED       USGS
 RY0418  HISTORY     - 1950     GOOD             NGS
 RY0418
 RY0418                          STATION DESCRIPTION
 RY0418
 RY0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0418'19.1 MI E FROM PIERCE.
 RY0418'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0418'PIERCE, THENCE 18.4 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, AT CAMP
 RY0418'MARTIN, 206 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF TRAIL
 RY0418'NO.40 LEADING SOUTHWEST TO LOLO FORKS, 20 FEET NORTHWEST OF THE CENTER
 RY0418'LINE OF THE TRAIL, IN THE SOUTHEAST BASE OF A 60-INCH WHITE FIR TREE
 RY0418'MARKED WITH THE WHITE PAINTED NUMBERS 5144/7, AND ABOUT 8 FEET HIGHER
 RY0418'THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0617 ***********************************************************************
 NU0617  DESIGNATION -  5145
 NU0617  PID         -  NU0617
 NU0617  STATE/COUNTY-  ID/POWER
 NU0617  USGS QUAD   -  PAULINE (1971)
 NU0617
 NU0617                         *CURRENT SURVEY CONTROL
 NU0617  ___________________________________________________________________
 NU0617* NAD 83(1986)-  42 30 37.     (N)    112 33 22.     (W)     SCALED    
 NU0617* NAVD 88     -      1568.857  (meters)    5147.16   (feet)  ADJUSTED  
 NU0617  ___________________________________________________________________
 NU0617  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 NU0617  DYNAMIC HT  -        1567.803 (meters)    5143.70  (feet)  COMP
 NU0617  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 NU0617
 NU0617  VERT ORDER  -  SECOND    CLASS 0
 NU0617
 NU0617.The horizontal coordinates were scaled from a topographic map and have
 NU0617.an estimated accuracy of +/- 6 seconds.
 NU0617
 NU0617.The orthometric height was determined by differential leveling
 NU0617.and adjusted by the National Geodetic Survey in June 1991..
 NU0617
 NU0617.The geoid height was determined by GEOID03.
 NU0617
 NU0617.The dynamic height is computed by dividing the NAVD 88
 NU0617.geopotential number by the normal gravity value computed on the
 NU0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0617.degrees latitude (g = 980.6199 gals.).
 NU0617
 NU0617.The modeled gravity was interpolated from observed gravity values.
 NU0617
 NU0617;                    North         East    Units  Estimated Accuracy
 NU0617;SPC ID E     -    93,770.      168,000.      MT  (+/- 180 meters Scaled)
 NU0617
 NU0617                          SUPERSEDED SURVEY CONTROL
 NU0617
 NU0617  NGVD 29 (??/??/92) 1567.709  (m)         5143.39   (f) ADJ UNCH    2 0
 NU0617
 NU0617.Superseded values are not recommended for survey control.
 NU0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0617.See file dsdata.txt to determine how the superseded data were derived.
 NU0617
 NU0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN721076(NAD 83)
 NU0617_MARKER: DD = SURVEY DISK
 NU0617_SETTING: 80 = SET IN A BOULDER
 NU0617_SP_SET: BOULDER
 NU0617_STAMPING: 5145 RM 35 1934
 NU0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0617+STABILITY: SURFACE MOTION
 NU0617
 NU0617  HISTORY     - Date     Condition        Report By
 NU0617  HISTORY     - 1934     MONUMENTED       USGS
 NU0617
 NU0617                          STATION DESCRIPTION
 NU0617
 NU0617'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 NU0617'3.8 MI S FROM PAULINE.
 NU0617'ABOUT 3.8 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE STORE AT
 NU0617'PAULINE, POWER COUNTY, AT AN EAST-AND-WEST CROSS ROAD, 20 FEET SOUTH
 NU0617'OF THE CENTER LINE OF THE ROAD, 50 FEET EAST OF THE CENTER LINE OF THE
 NU0617'HIGHWAY, IN A LIMESTONE BOULDER, 20 FEET EAST OF THE NORTH-AND-SOUTH
 NU0617'RIGHT-OF-WAY FENCE, AND IN LINE WITH THE EAST-AND-WEST RIGHT-OF-WAY
 NU0617'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5145
 NU0617'RM 35 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0154 ***********************************************************************
 OZ0154  DESIGNATION -  5147.41
 OZ0154  PID         -  OZ0154
 OZ0154  STATE/COUNTY-  ID/GOODING
 OZ0154  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0154
 OZ0154                         *CURRENT SURVEY CONTROL
 OZ0154  ___________________________________________________________________
 OZ0154* NAD 83(1986)-  43 09 37.     (N)    114 39 32.     (W)     SCALED    
 OZ0154* NAVD 88     -      1569.277  (meters)    5148.54   (feet)  ADJUSTED  
 OZ0154  ___________________________________________________________________
 OZ0154  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 OZ0154  DYNAMIC HT  -        1568.367 (meters)    5145.55  (feet)  COMP
 OZ0154  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 OZ0154
 OZ0154  VERT ORDER  -  SECOND    CLASS 0
 OZ0154
 OZ0154.The horizontal coordinates were scaled from a topographic map and have
 OZ0154.an estimated accuracy of +/- 6 seconds.
 OZ0154
 OZ0154.The orthometric height was determined by differential leveling
 OZ0154.and adjusted by the National Geodetic Survey in June 1991..
 OZ0154
 OZ0154.The geoid height was determined by GEOID03.
 OZ0154
 OZ0154.The dynamic height is computed by dividing the NAVD 88
 OZ0154.geopotential number by the normal gravity value computed on the
 OZ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0154.degrees latitude (g = 980.6199 gals.).
 OZ0154
 OZ0154.The modeled gravity was interpolated from observed gravity values.
 OZ0154
 OZ0154;                    North         East    Units  Estimated Accuracy
 OZ0154;SPC ID C     -   166,110.      446,420.      MT  (+/- 180 meters Scaled)
 OZ0154
 OZ0154                          SUPERSEDED SURVEY CONTROL
 OZ0154
 OZ0154  NGVD 29 (??/??/92) 1568.252  (m)         5145.17   (f) ADJ UNCH    2 0
 OZ0154
 OZ0154.Superseded values are not recommended for survey control.
 OZ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0154.See file dsdata.txt to determine how the superseded data were derived.
 OZ0154
 OZ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH903812(NAD 83)
 OZ0154_MARKER: DD = SURVEY DISK
 OZ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0154_STAMPING: 5147.41 866+00
 OZ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0154+STABILITY: SURFACE MOTION
 OZ0154
 OZ0154  HISTORY     - Date     Condition        Report By
 OZ0154  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0154  HISTORY     - 1950     GOOD             NGS
 OZ0154
 OZ0154                          STATION DESCRIPTION
 OZ0154
 OZ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0154'16.5 MI N FROM GOODING.
 OZ0154'16.5 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0154'GOODING, ABOUT 0.3 MILE SOUTHEAST OF A PROMINENT BUTTE WITH SLOPING
 OZ0154'SIDES, 152 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A TRACK
 OZ0154'ROAD LEADING NORTHWEST, 51 FEET EAST OF THE CENTER LINE OF THE
 OZ0154'HIGHWAY, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 OZ0154'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0412 ***********************************************************************
 RY0412  DESIGNATION -  5149.81 RM
 RY0412  PID         -  RY0412
 RY0412  STATE/COUNTY-  ID/IDAHO
 RY0412  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0412
 RY0412                         *CURRENT SURVEY CONTROL
 RY0412  ___________________________________________________________________
 RY0412* NAD 83(1986)-  46 27 36.     (N)    115 36 58.     (W)     SCALED    
 RY0412* NAVD 88     -      1570.737  (meters)    5153.33   (feet)  ADJUSTED  
 RY0412  ___________________________________________________________________
 RY0412  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RY0412  DYNAMIC HT  -        1570.321 (meters)    5151.96  (feet)  COMP
 RY0412  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 RY0412
 RY0412  VERT ORDER  -  FIRST     CLASS II
 RY0412
 RY0412.The horizontal coordinates were scaled from a topographic map and have
 RY0412.an estimated accuracy of +/- 6 seconds.
 RY0412
 RY0412.The orthometric height was determined by differential leveling
 RY0412.and adjusted by the National Geodetic Survey in June 1991..
 RY0412
 RY0412.The geoid height was determined by GEOID03.
 RY0412
 RY0412.The dynamic height is computed by dividing the NAVD 88
 RY0412.geopotential number by the normal gravity value computed on the
 RY0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0412.degrees latitude (g = 980.6199 gals.).
 RY0412
 RY0412.The modeled gravity was interpolated from observed gravity values.
 RY0412
 RY0412;                    North         East    Units  Estimated Accuracy
 RY0412;SPC ID W     -   532,580.      810,290.      MT  (+/- 180 meters Scaled)
 RY0412
 RY0412                          SUPERSEDED SURVEY CONTROL
 RY0412
 RY0412  NGVD 29 (??/??/92) 1569.486  (m)         5149.22   (f) ADJ UNCH    1 2
 RY0412
 RY0412.Superseded values are not recommended for survey control.
 RY0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0412.See file dsdata.txt to determine how the superseded data were derived.
 RY0412
 RY0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM062460(NAD 83)
 RY0412_MARKER: Q = CHISELED SQUARE
 RY0412_SETTING: 66 = SET IN ROCK OUTCROP
 RY0412_SP_SET: OUTCROP
 RY0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0412+STABILITY: POSITION/ELEVATION WELL
 RY0412
 RY0412  HISTORY     - Date     Condition        Report By
 RY0412  HISTORY     - UNK      MONUMENTED       USGS
 RY0412  HISTORY     - 1950     GOOD             NGS
 RY0412
 RY0412                          STATION DESCRIPTION
 RY0412
 RY0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0412'17.2 MI E FROM PIERCE.
 RY0412'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0412'PIERCE, THENCE 16.5 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, AT
 RY0412'BEAVER SADDLE, ON THE EAST SLOPE OF A MOUNTAIN, ABOUT 125 YARDS
 RY0412'NORTHWEST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING
 RY0412'SOUTHWEST TO MUSSELSHELL CREEK, 217 FEET NORTH OF THE CENTER LINE OF
 RY0412'THE ROAD, 106.5 FEET SOUTHWEST OF AND 25 FEET HIGHER THAN GWM 36
 RY0412'(USGS), 19 FEET NORTH OF THE NORTH ONE OF TWO TELEPHONE LINES, IN THE
 RY0412'TOP OF AN OUTCROP, ABOUT 25 FEET HIGHER THAN THE CENTER OF THE
 RY0412'JUNCTION, AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0356 ***********************************************************************
 NU0356  DESIGNATION -  5161.28
 NU0356  PID         -  NU0356
 NU0356  STATE/COUNTY-  ID/ONEIDA
 NU0356  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0356
 NU0356                         *CURRENT SURVEY CONTROL
 NU0356  ___________________________________________________________________
 NU0356* NAD 83(1986)-  42 17 14.     (N)    112 12 31.     (W)     SCALED    
 NU0356* NAVD 88     -      1574.630  (meters)    5166.10   (feet)  ADJUSTED  
 NU0356  ___________________________________________________________________
 NU0356  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 NU0356  DYNAMIC HT  -        1573.561 (meters)    5162.59  (feet)  COMP
 NU0356  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 NU0356
 NU0356  VERT ORDER  -  SECOND    CLASS 0
 NU0356
 NU0356.The horizontal coordinates were scaled from a topographic map and have
 NU0356.an estimated accuracy of +/- 6 seconds.
 NU0356
 NU0356.The orthometric height was determined by differential leveling
 NU0356.and adjusted by the National Geodetic Survey in June 1991..
 NU0356
 NU0356.The geoid height was determined by GEOID03.
 NU0356
 NU0356.The dynamic height is computed by dividing the NAVD 88
 NU0356.geopotential number by the normal gravity value computed on the
 NU0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0356.degrees latitude (g = 980.6199 gals.).
 NU0356
 NU0356.The modeled gravity was interpolated from observed gravity values.
 NU0356
 NU0356;                    North         East    Units  Estimated Accuracy
 NU0356;SPC ID E     -    68,920.      196,540.      MT  (+/- 180 meters Scaled)
 NU0356
 NU0356                          SUPERSEDED SURVEY CONTROL
 NU0356
 NU0356  NGVD 29 (??/??/92) 1573.532  (m)         5162.50   (f) ADJ UNCH    2 0
 NU0356
 NU0356.Superseded values are not recommended for survey control.
 NU0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0356.See file dsdata.txt to determine how the superseded data were derived.
 NU0356
 NU0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM003823(NAD 83)
 NU0356_MARKER: DD = SURVEY DISK
 NU0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0356_STAMPING: 5161.28
 NU0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0356+STABILITY: SURFACE MOTION
 NU0356
 NU0356  HISTORY     - Date     Condition        Report By
 NU0356  HISTORY     - UNK      MONUMENTED       BOR
 NU0356  HISTORY     - 1960     GOOD             NGS
 NU0356  HISTORY     - 1967     MARK NOT FOUND   USGS
 NU0356
 NU0356                          STATION DESCRIPTION
 NU0356
 NU0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0356'6.8 MI N FROM MALAD.
 NU0356'6.4 MILES NORTH ALONG U.S. HIGHWAY 91 FROM ITS JUNCTION WITH STATE
 NU0356'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, THENCE 0.1 MILE WEST CROSS
 NU0356'CREEK BRIDGE, THROUGH GATE AND UP EAST SIDE OF HILL ON RANCH ROAD 0.25
 NU0356'MILE, 400 FEET EAST FROM Y-FORK ON ROAD, 400 FEET EAST OF N-S FENCE
 NU0356'LINE, 55 FEET SOUTH OF CENTER OF RANCH ROAD, 2 FEET NORTH OF E-W
 NU0356'FENCE, SET IN A SQUARE-TOPPED CONCRETE MONUMENT PROJECTING 4 INCHES
 NU0356'ABOVE GROUND.  NOTE-- A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT
 NU0356'COULD NOT BE FOUND.  BY ALL INDICATIONS IT APPEARS THIS MARK COULD
 NU0356'HAVE BEEN DESTROYED BY THE NEW HIGHWAY CONSTRUCTION.
 NU0356
 NU0356                          STATION RECOVERY (1967)
 NU0356
 NU0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0683 ***********************************************************************
 OY0683  DESIGNATION -  5172.4
 OY0683  PID         -  OY0683
 OY0683  STATE/COUNTY-  ID/BLAINE
 OY0683  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0683
 OY0683                         *CURRENT SURVEY CONTROL
 OY0683  ___________________________________________________________________
 OY0683* NAD 83(1986)-  43 23 25.     (N)    113 43 11.     (W)     SCALED    
 OY0683* NAVD 88     -      1577.131  (meters)    5174.30   (feet)  ADJUSTED  
 OY0683  ___________________________________________________________________
 OY0683  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 OY0683  DYNAMIC HT  -        1576.226 (meters)    5171.33  (feet)  COMP
 OY0683  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 OY0683
 OY0683  VERT ORDER  -  SECOND    CLASS 0
 OY0683
 OY0683.The horizontal coordinates were scaled from a topographic map and have
 OY0683.an estimated accuracy of +/- 6 seconds.
 OY0683
 OY0683.The orthometric height was determined by differential leveling
 OY0683.and adjusted by the National Geodetic Survey in June 1991..
 OY0683
 OY0683.The geoid height was determined by GEOID03.
 OY0683
 OY0683.The dynamic height is computed by dividing the NAVD 88
 OY0683.geopotential number by the normal gravity value computed on the
 OY0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0683.degrees latitude (g = 980.6199 gals.).
 OY0683
 OY0683.The modeled gravity was interpolated from observed gravity values.
 OY0683
 OY0683;                    North         East    Units  Estimated Accuracy
 OY0683;SPC ID C     -   191,490.      522,710.      MT  (+/- 180 meters Scaled)
 OY0683
 OY0683                          SUPERSEDED SURVEY CONTROL
 OY0683
 OY0683  NGVD 29 (??/??/92) 1576.05   (m)         5170.8    (f) COMPUTED    2 0
 OY0683
 OY0683.Superseded values are not recommended for survey control.
 OY0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0683.See file dsdata.txt to determine how the superseded data were derived.
 OY0683
 OY0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP797077(NAD 83)
 OY0683_MARKER: N = NAIL
 OY0683_SETTING: 66 = SET IN ROCK OUTCROP
 OY0683_SP_SET: ROCK CLIFF
 OY0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0683+STABILITY: POSITION/ELEVATION WELL
 OY0683
 OY0683  HISTORY     - Date     Condition        Report By
 OY0683  HISTORY     - UNK      MONUMENTED       USGS
 OY0683  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0683
 OY0683                          STATION DESCRIPTION
 OY0683
 OY0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0683'16.4 MI NE FROM CAREY.
 OY0683'16.4 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE HIGH SCHOOL AT
 OY0683'CAREY, BLAINE COUNTY, 17 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 OY0683'AND IN A LEDGE IN THE SOUTH FACE OF A LAVA CLIFF PAINTED USBM 5172.4.
 OY0683'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0618 ***********************************************************************
 NU0618  DESIGNATION -  5178
 NU0618  PID         -  NU0618
 NU0618  STATE/COUNTY-  ID/POWER
 NU0618  USGS QUAD   -  PAULINE (1971)
 NU0618
 NU0618                         *CURRENT SURVEY CONTROL
 NU0618  ___________________________________________________________________
 NU0618* NAD 83(1986)-  42 31 29.     (N)    112 33 21.     (W)     SCALED    
 NU0618* NAVD 88     -      1579.322  (meters)    5181.49   (feet)  ADJUSTED  
 NU0618  ___________________________________________________________________
 NU0618  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 NU0618  DYNAMIC HT  -        1578.271 (meters)    5178.04  (feet)  COMP
 NU0618  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 NU0618
 NU0618  VERT ORDER  -  SECOND    CLASS 0
 NU0618
 NU0618.The horizontal coordinates were scaled from a topographic map and have
 NU0618.an estimated accuracy of +/- 6 seconds.
 NU0618
 NU0618.The orthometric height was determined by differential leveling
 NU0618.and adjusted by the National Geodetic Survey in June 1991..
 NU0618
 NU0618.The geoid height was determined by GEOID03.
 NU0618
 NU0618.The dynamic height is computed by dividing the NAVD 88
 NU0618.geopotential number by the normal gravity value computed on the
 NU0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0618.degrees latitude (g = 980.6199 gals.).
 NU0618
 NU0618.The modeled gravity was interpolated from observed gravity values.
 NU0618
 NU0618;                    North         East    Units  Estimated Accuracy
 NU0618;SPC ID E     -    95,380.      168,030.      MT  (+/- 180 meters Scaled)
 NU0618
 NU0618                          SUPERSEDED SURVEY CONTROL
 NU0618
 NU0618  NGVD 29 (??/??/92) 1578.182  (m)         5177.75   (f) ADJ UNCH    2 0
 NU0618
 NU0618.Superseded values are not recommended for survey control.
 NU0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0618.See file dsdata.txt to determine how the superseded data were derived.
 NU0618
 NU0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN722092(NAD 83)
 NU0618_MARKER: Z = SEE DESCRIPTION
 NU0618_SETTING: 0 = UNSPECIFIED SETTING
 NU0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0618
 NU0618  HISTORY     - Date     Condition        Report By
 NU0618  HISTORY     - UNK      MONUMENTED       USGS
 NU0618  HISTORY     - 1969     MARK NOT FOUND   USGS
 NU0618
 NU0618                          STATION DESCRIPTION
 NU0618
 NU0618'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NU0618'2.8 MI S FROM PAULINE.
 NU0618'2.8 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE STORE AT PAULINE,
 NU0618'POWER COUNTY, 35 FEET SOUTH OF AN EAST-AND-WEST FENCE, 30 FEET WEST OF
 NU0618'THE CENTER LINE OF THE HIGHWAY, AND 4 FEET NORTH OF A POLE. NOTE-- NO
 NU0618'RIGHT OF WAY FENCE THERE ANY MORE ALSO THE AREA IS A PLOWED FIELD NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0059 ***********************************************************************
 QA0059  DESIGNATION -  5179
 QA0059  PID         -  QA0059
 QA0059  STATE/COUNTY-  ID/CUSTER
 QA0059  USGS QUAD   -  BAYHORSE (1963)
 QA0059
 QA0059                         *CURRENT SURVEY CONTROL
 QA0059  ___________________________________________________________________
 QA0059* NAD 83(1986)-  44 22 40.     (N)    114 15 22.     (W)     SCALED    
 QA0059* NAVD 88     -      1580.083  (meters)    5183.99   (feet)  ADJUSTED  
 QA0059  ___________________________________________________________________
 QA0059  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 QA0059  DYNAMIC HT  -        1579.256 (meters)    5181.28  (feet)  COMP
 QA0059  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 QA0059
 QA0059  VERT ORDER  -  SECOND    CLASS 0
 QA0059
 QA0059.The horizontal coordinates were scaled from a topographic map and have
 QA0059.an estimated accuracy of +/- 6 seconds.
 QA0059
 QA0059.The orthometric height was determined by differential leveling
 QA0059.and adjusted by the National Geodetic Survey in June 1991..
 QA0059
 QA0059.The geoid height was determined by GEOID03.
 QA0059
 QA0059.The dynamic height is computed by dividing the NAVD 88
 QA0059.geopotential number by the normal gravity value computed on the
 QA0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0059.degrees latitude (g = 980.6199 gals.).
 QA0059
 QA0059.The modeled gravity was interpolated from observed gravity values.
 QA0059
 QA0059;                    North         East    Units  Estimated Accuracy
 QA0059;SPC ID C     -   301,200.      479,590.      MT  (+/- 180 meters Scaled)
 QA0059
 QA0059                          SUPERSEDED SURVEY CONTROL
 QA0059
 QA0059  NGVD 29 (??/??/92) 1578.874  (m)         5180.02   (f) ADJ UNCH    2 0
 QA0059
 QA0059.Superseded values are not recommended for survey control.
 QA0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0059.See file dsdata.txt to determine how the superseded data were derived.
 QA0059
 QA0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK185174(NAD 83)
 QA0059_MARKER: DD = SURVEY DISK
 QA0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0059_SP_SET: ABUTMENT
 QA0059_STAMPING: 5179 1916
 QA0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0059
 QA0059  HISTORY     - Date     Condition        Report By
 QA0059  HISTORY     - 1916     MONUMENTED       USGS
 QA0059  HISTORY     - 1955     GOOD             NGS
 QA0059
 QA0059                          STATION DESCRIPTION
 QA0059
 QA0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0059'10.6 MI S FROM CHALLIS.
 QA0059'ABOUT 10.6 MILES SOUTH ALONG U. S. HIGHWAY 93 FROM THE COUNTY
 QA0059'COURTHOUSE AT CHALLIS, AT A STEEL BRIDGE ON A T-ROAD LEADING NORTHWEST
 QA0059'FROM THE HIGHWAY UP BAYHORSE CREEK, ABOUT 120 FEET NORTHWEST OF THE
 QA0059'CENTERLINE OF THE HIGHWAY AT THE SOUTHEAST END OF THE BRIDGE, SET IN
 QA0059'THE NORTHEAST END OF THE SOUTHEAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1196 ***********************************************************************
 QB1196  DESIGNATION -  5187
 QB1196  PID         -  QB1196
 QB1196  STATE/COUNTY-  ID/WASHINGTON
 QB1196  USGS QUAD   -  STURGILL CREEK (1987)
 QB1196
 QB1196                         *CURRENT SURVEY CONTROL
 QB1196  ___________________________________________________________________
 QB1196* NAD 83(1992)-  44 37 47.57625(N)    117 03 24.58364(W)     ADJUSTED  
 QB1196* NAVD 88     -      1580.     (meters)    5184.     (feet)  VERTCON   
 QB1196  ___________________________________________________________________
 QB1196  LAPLACE CORR-           9.81  (seconds)                    DEFLEC99
 QB1196  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 QB1196
 QB1196  HORZ ORDER  -  SECOND
 QB1196
 QB1196.The horizontal coordinates were established by classical geodetic methods
 QB1196.and adjusted by the National Geodetic Survey in July 1992..
 QB1196
 QB1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1196
 QB1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1196
 QB1196.The geoid height was determined by GEOID03.
 QB1196
 QB1196;                    North         East     Units Scale Factor Converg.
 QB1196;SPC ID W     -   330,009.242   696,306.262   MT  1.00006551   -0 55 05.4
 QB1196;SPC OR N     -   112,855.566 2,773,125.771   MT  0.99993852   +2 26 30.7
 QB1196;SPC OR N     -   370,261.04  9,098,181.66   iFT  0.99993852   +2 26 30.7
 QB1196;UTM  11      - 4,941,837.922   495,492.280   MT  0.99960025   -0 02 23.7
 QB1196
 QB1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1196!SPC ID W     -   0.99975488  x   1.00006551  =   0.99982037
 QB1196!SPC OR N     -   0.99975488  x   0.99993852  =   0.99969341
 QB1196!UTM  11      -   0.99975488  x   0.99960025  =   0.99935522
 QB1196
 QB1196                          SUPERSEDED SURVEY CONTROL
 QB1196
 QB1196  NAD 83(1991)-  44 37 47.57623(N)    117 03 24.58440(W) AD(       ) 2
 QB1196  NAD 83(1986)-  44 37 47.57615(N)    117 03 24.58436(W) AD(       ) 2
 QB1196  NAD 27      -  44 37 47.99591(N)    117 03 20.95785(W) AD(       ) 2
 QB1196  NGVD 29 (07/19/86) 1579.     (m)         5180.     (f) VERT ANG       
 QB1196
 QB1196.Superseded values are not recommended for survey control.
 QB1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1196.See file dsdata.txt to determine how the superseded data were derived.
 QB1196
 QB1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9549241838(NAD 83)
 QB1196
 QB1196  HISTORY     - Date     Condition        Report By
 QB1196  HISTORY     - 1945     MONUMENTED       CGS
 QB1196
 QB1196                          STATION DESCRIPTION
 QB1196
 QB1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 QB1196'STATION IS LOCATED 9 MILES S OF ROBINETTE AND 3 MILES E OF
 QB1196'THE SNAKE RIVER.  IT IS A STANDARD U.S.G.S. BENCH MARK, OVER
 QB1196'WHICH A CAIRN HAS BEEN ERECTED.  A POLE PROJECTS ABOVE THE
 QB1196'CENTER OF THE CAIRN.
 QB1196'
 QB1196'THE STATION WAS NOT VISITED BY THIS PARTY AND WAS SEEN ONLY
 QB1196'FROM A DISTANCE.
 QB1196'
 QB1196'INTERSECTED FROM STATIONS QUARTZ, STURGILL, AND LIMESTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0463 ***********************************************************************
 NU0463  DESIGNATION -  5199.6
 NU0463  PID         -  NU0463
 NU0463  STATE/COUNTY-  ID/POWER
 NU0463  USGS QUAD   -  ARBON (1973)
 NU0463
 NU0463                         *CURRENT SURVEY CONTROL
 NU0463  ___________________________________________________________________
 NU0463* NAD 83(1986)-  42 25 24.     (N)    112 34 32.     (W)     SCALED    
 NU0463* NAVD 88     -      1585.903  (meters)    5203.08   (feet)  ADJUSTED  
 NU0463  ___________________________________________________________________
 NU0463  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NU0463  DYNAMIC HT  -        1584.848 (meters)    5199.62  (feet)  COMP
 NU0463  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 NU0463
 NU0463  VERT ORDER  -  SECOND    CLASS 0
 NU0463
 NU0463.The horizontal coordinates were scaled from a topographic map and have
 NU0463.an estimated accuracy of +/- 6 seconds.
 NU0463
 NU0463.The orthometric height was determined by differential leveling
 NU0463.and adjusted by the National Geodetic Survey in June 1991..
 NU0463
 NU0463.The geoid height was determined by GEOID03.
 NU0463
 NU0463.The dynamic height is computed by dividing the NAVD 88
 NU0463.geopotential number by the normal gravity value computed on the
 NU0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0463.degrees latitude (g = 980.6199 gals.).
 NU0463
 NU0463.The modeled gravity was interpolated from observed gravity values.
 NU0463
 NU0463;                    North         East    Units  Estimated Accuracy
 NU0463;SPC ID E     -    84,120.      166,350.      MT  (+/- 180 meters Scaled)
 NU0463
 NU0463                          SUPERSEDED SURVEY CONTROL
 NU0463
 NU0463  NGVD 29 (??/??/92) 1584.779  (m)         5199.40   (f) ADJ UNCH    2 0
 NU0463
 NU0463.Superseded values are not recommended for survey control.
 NU0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0463.See file dsdata.txt to determine how the superseded data were derived.
 NU0463
 NU0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM703979(NAD 83)
 NU0463_MARKER: N = NAIL
 NU0463_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0463_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0463
 NU0463  HISTORY     - Date     Condition        Report By
 NU0463  HISTORY     - UNK      MONUMENTED       USGS
 NU0463  HISTORY     - 1934     GOOD             NGS
 NU0463
 NU0463                          STATION DESCRIPTION
 NU0463
 NU0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0463'2.6 MI S FROM ARBON.
 NU0463'2.6 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE LATTER DAY SAINTS
 NU0463'CHURCH AT ARBON, POWER COUNTY, AT AN EAST-AND-WEST ROAD, 30 FEET SOUTH
 NU0463'OF THE CENTER LINE OF THE ROAD, 25 FEET EAST OF THE CENTER LINE OF
 NU0463'STATE HIGHWAY 38, 4 FEET SOUTH OF A CORNER FENCE POST, AND IN LINE
 NU0463'WITH THE EAST RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 NU0463'STANDARD COPPER NAIL AND WASHER, SET IN THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0285 ***********************************************************************
 NT0285  DESIGNATION -  52
 NT0285  PID         -  NT0285
 NT0285  STATE/COUNTY-  ID/FRANKLIN
 NT0285  USGS QUAD   -  FRANKLIN (1969)
 NT0285
 NT0285                         *CURRENT SURVEY CONTROL
 NT0285  ___________________________________________________________________
 NT0285* NAD 83(1986)-  42 06 40.     (N)    111 51 56.     (W)     SCALED    
 NT0285* NAVD 88     -      1444.579  (meters)    4739.42   (feet)  ADJUSTED  
 NT0285  ___________________________________________________________________
 NT0285  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NT0285  DYNAMIC HT  -        1443.568 (meters)    4736.11  (feet)  COMP
 NT0285  MODELED GRAV-     979,872.7   (mgal)                       NAVD 88
 NT0285
 NT0285  VERT ORDER  -  SECOND    CLASS 0
 NT0285
 NT0285.The horizontal coordinates were scaled from a topographic map and have
 NT0285.an estimated accuracy of +/- 6 seconds.
 NT0285
 NT0285.The orthometric height was determined by differential leveling
 NT0285.and adjusted by the National Geodetic Survey in June 1991..
 NT0285
 NT0285.The geoid height was determined by GEOID03.
 NT0285
 NT0285.The dynamic height is computed by dividing the NAVD 88
 NT0285.geopotential number by the normal gravity value computed on the
 NT0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0285.degrees latitude (g = 980.6199 gals.).
 NT0285
 NT0285.The modeled gravity was interpolated from observed gravity values.
 NT0285
 NT0285;                    North         East    Units  Estimated Accuracy
 NT0285;SPC ID E     -    49,410.      224,900.      MT  (+/- 180 meters Scaled)
 NT0285
 NT0285                          SUPERSEDED SURVEY CONTROL
 NT0285
 NT0285  NGVD 29 (??/??/92) 1443.531  (m)         4735.98   (f) ADJ UNCH    2 0
 NT0285
 NT0285.Superseded values are not recommended for survey control.
 NT0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0285.See file dsdata.txt to determine how the superseded data were derived.
 NT0285
 NT0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM284624(NAD 83)
 NT0285_MARKER: DD = SURVEY DISK
 NT0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0285_STAMPING: 52
 NT0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0285+STABILITY: SURFACE MOTION
 NT0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0285+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 NT0285
 NT0285  HISTORY     - Date     Condition        Report By
 NT0285  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0285  HISTORY     - 1951     GOOD             NGS
 NT0285  HISTORY     - 20050717 GOOD             GEOCAC
 NT0285
 NT0285                          STATION DESCRIPTION
 NT0285
 NT0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0285'1.6 MI NE FROM PRESTON.
 NT0285'ABOUT 1 MILE NORTH ALONG U. S. HIGHWAY 91 FROM THE COURT HOUSE AT
 NT0285'PRESTON, THENCE 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 34, AT A FENCE
 NT0285'LINE, 50 FEET NORTH OF THE CENTER LINE OF THE STATE HIGHWAY, 12 FEET
 NT0285'WEST OF A POWER LINE POLE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 NT0285'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 NT0285'GROUND.
 NT0285
 NT0285                          STATION RECOVERY (2005)
 NT0285
 NT0285'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NT0285'THE STATION IS LOCATED ABOUT 45 EAST OF THE EAST END OF A WHITE PICKET
 NT0285'FENCE, ABOUT 39 FEET EAST OF A TELEPHONE CABLE UTILITY BOX, 12 FEET
 NT0285'WEST OF PACIFIC CORP POWER POLE NUMBER 34-15-039-145001, RECESSED ONE
 NT0285'INCH AND AT HANDHELD COORDINATES N42-06-39.54 W111-51-55.74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0312 ***********************************************************************
 OZ0312  DESIGNATION -  52 E
 OZ0312  PID         -  OZ0312
 OZ0312  STATE/COUNTY-  ID/BLAINE
 OZ0312  USGS QUAD   -  MARSHALL PEAK (1964)
 OZ0312
 OZ0312                         *CURRENT SURVEY CONTROL
 OZ0312  ___________________________________________________________________
 OZ0312* NAD 83(1986)-  43 52 13.     (N)    114 57 33.     (W)     SCALED    
 OZ0312* NAVD 88     -      2303.714  (meters)    7558.10   (feet)  ADJUSTED  
 OZ0312  ___________________________________________________________________
 OZ0312  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 OZ0312  DYNAMIC HT  -        2302.040 (meters)    7552.61  (feet)  COMP
 OZ0312  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 OZ0312
 OZ0312  VERT ORDER  -  SECOND    CLASS 0
 OZ0312
 OZ0312.The horizontal coordinates were scaled from a topographic map and have
 OZ0312.an estimated accuracy of +/- 6 seconds.
 OZ0312
 OZ0312.The orthometric height was determined by differential leveling
 OZ0312.and adjusted by the National Geodetic Survey in June 1991..
 OZ0312
 OZ0312.The geoid height was determined by GEOID03.
 OZ0312
 OZ0312.The dynamic height is computed by dividing the NAVD 88
 OZ0312.geopotential number by the normal gravity value computed on the
 OZ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0312.degrees latitude (g = 980.6199 gals.).
 OZ0312
 OZ0312.The modeled gravity was interpolated from observed gravity values.
 OZ0312
 OZ0312;                    North         East    Units  Estimated Accuracy
 OZ0312;SPC ID C     -   245,230.      422,910.      MT  (+/- 180 meters Scaled)
 OZ0312
 OZ0312                          SUPERSEDED SURVEY CONTROL
 OZ0312
 OZ0312  NGVD 29 (??/??/92) 2302.212  (m)         7553.17   (f) ADJ UNCH    2 0
 OZ0312
 OZ0312.Superseded values are not recommended for survey control.
 OZ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0312.See file dsdata.txt to determine how the superseded data were derived.
 OZ0312
 OZ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ639594(NAD 83)
 OZ0312_MARKER: DD = SURVEY DISK
 OZ0312_SETTING: 80 = SET IN A BOULDER
 OZ0312_SP_SET: BOULDER
 OZ0312_STAMPING: 52 E 1936
 OZ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0312+STABILITY: SURFACE MOTION
 OZ0312
 OZ0312  HISTORY     - Date     Condition        Report By
 OZ0312  HISTORY     - 1936     MONUMENTED       USGS
 OZ0312  HISTORY     - 1950     GOOD             NGS
 OZ0312  HISTORY     - 1951     GOOD             NGS
 OZ0312
 OZ0312                          STATION DESCRIPTION
 OZ0312
 OZ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0312'7.7 MI SW FROM ALTURAS LAKE.
 OZ0312'4.1 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0312'OUTLET AT ALTURAS LAKE, THENCE 3.6 MILES SOUTHWEST ALONG ATLANTIC
 OZ0312'TRAIL, NEAR THE NORTH EDGE OF A SMALL ROCKY HILL, ABOUT 107 YARDS
 OZ0312'NORTH OF A DRY ROCKY WASH CROSSING THE TRAIL, ABOUT 112 FEET WEST OF
 OZ0312'THE WEST BANK OF ALTURAS LAKE CREEK, 11 1/2 FEET EAST OF THE CENTER
 OZ0312'LINE OF THE TRAIL, IN THE TOP OF A 3 -BY - 3 FOOT WHITE GRANITE
 OZ0312'BOULDER WHICH PROJECTS 1 FOOT ABOVE THE GROUND, MARKED BY A PAINTED B
 OZ0312'M, AND 1 FOOT LOWER THAN THE TRAIL.
 OZ0312
 OZ0312                          STATION RECOVERY (1951)
 OZ0312
 OZ0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0522 ***********************************************************************
 NW0522  DESIGNATION -  52 EMH
 NW0522  PID         -  NW0522
 NW0522  STATE/COUNTY-  ID/OWYHEE
 NW0522  USGS QUAD   -  WICKAHONEY POINT (1972)
 NW0522
 NW0522                         *CURRENT SURVEY CONTROL
 NW0522  ___________________________________________________________________
 NW0522* NAD 83(1986)-  42 27 53.     (N)    116 02 38.     (W)     SCALED    
 NW0522* NAVD 88     -      1749.864  (meters)    5741.01   (feet)  POSTED    
 NW0522  ___________________________________________________________________
 NW0522  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 NW0522  DYNAMIC HT  -        1748.690 (meters)    5737.16  (feet)  COMP
 NW0522  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 NW0522
 NW0522  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0522
 NW0522.The horizontal coordinates were scaled from a topographic map and have
 NW0522.an estimated accuracy of +/- 6 seconds.
 NW0522
 NW0522.The orthometric height was determined by differential leveling
 NW0522.and adjusted by the National Geodetic Survey in 1992..
 NW0522.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0522.rate of 0.0 thru 1.0 mm/km.
 NW0522
 NW0522.The geoid height was determined by GEOID03.
 NW0522
 NW0522.The dynamic height is computed by dividing the NAVD 88
 NW0522.geopotential number by the normal gravity value computed on the
 NW0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0522.degrees latitude (g = 980.6199 gals.).
 NW0522
 NW0522.The modeled gravity was interpolated from observed gravity values.
 NW0522
 NW0522;                    North         East    Units  Estimated Accuracy
 NW0522;SPC ID W     -    88,680.      775,830.      MT  (+/- 180 meters Scaled)
 NW0522
 NW0522                          SUPERSEDED SURVEY CONTROL
 NW0522
 NW0522.No superseded survey control is available for this station.
 NW0522
 NW0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH786018(NAD 83)
 NW0522_MARKER: DD = SURVEY DISK
 NW0522_SETTING: 66 = SET IN ROCK OUTCROP
 NW0522_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0522_STAMPING: 52 EMH 1972 5737
 NW0522_MARK LOGO: USGS  
 NW0522_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0522+STABILITY: POSITION/ELEVATION WELL
 NW0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0522+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0522
 NW0522  HISTORY     - Date     Condition        Report By
 NW0522  HISTORY     - 1972     MONUMENTED       USGS
 NW0522
 NW0522                          STATION DESCRIPTION
 NW0522
 NW0522'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0522'FROM GRASMERE, IDAHO, PROCEED 4.0 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NW0522'12.6 MILES SOUTHEAST ALONG GRADED ROAD, 0.2 MILES SOUTH AND 3.6 MILES
 NW0522'WEST OF WICKAHONEY RANCH HOUSE, ABOUT 0.2 MILES NORTHEAST OF THE
 NW0522'BOTTOM OF A STEEP GRADE, 0.1 MILES WEST OF A ROAD FORK, THE TWO ROADS
 NW0522'RUN PARALLEL EASTWARD FOR SOME DISTANCE, THE SOUTH ROAD LEADING TO
 NW0522'WICKAHONEY, 74 FEET NORTHWEST AND ABOUT LEVEL WITH THE CENTERLINE OF
 NW0522'THE ROAD, SET IN A ROCK OUTCROP PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1009 ***********************************************************************
 OY1009  DESIGNATION -  52 HLS
 OY1009  PID         -  OY1009
 OY1009  STATE/COUNTY-  ID/BUTTE
 OY1009  USGS QUAD   -  BIG LOST RIVER SINKS (1969)
 OY1009
 OY1009                         *CURRENT SURVEY CONTROL
 OY1009  ___________________________________________________________________
 OY1009* NAD 83(1986)-  43 49 33.     (N)    112 45 35.     (W)     SCALED    
 OY1009* NAVD 88     -      1460.244  (meters)    4790.82   (feet)  ADJUSTED  
 OY1009  ___________________________________________________________________
 OY1009  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 OY1009  DYNAMIC HT  -        1459.519 (meters)    4788.44  (feet)  COMP
 OY1009  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 OY1009
 OY1009  VERT ORDER  -  FIRST     CLASS II
 OY1009
 OY1009.The horizontal coordinates were scaled from a topographic map and have
 OY1009.an estimated accuracy of +/- 6 seconds.
 OY1009
 OY1009.The orthometric height was determined by differential leveling
 OY1009.and adjusted by the National Geodetic Survey in December 1992..
 OY1009
 OY1009.The geoid height was determined by GEOID03.
 OY1009
 OY1009.The dynamic height is computed by dividing the NAVD 88
 OY1009.geopotential number by the normal gravity value computed on the
 OY1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1009.degrees latitude (g = 980.6199 gals.).
 OY1009
 OY1009.The modeled gravity was interpolated from observed gravity values.
 OY1009
 OY1009;                    North         East    Units  Estimated Accuracy
 OY1009;SPC ID C     -   240,590.      599,760.      MT  (+/- 180 meters Scaled)
 OY1009
 OY1009                          SUPERSEDED SURVEY CONTROL
 OY1009
 OY1009  NGVD 29 (08/20/92) 1459.191  (m)         4787.36   (f) ADJUSTED    1 2
 OY1009
 OY1009.Superseded values are not recommended for survey control.
 OY1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1009.See file dsdata.txt to determine how the superseded data were derived.
 OY1009
 OY1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP585540(NAD 83)
 OY1009_MARKER: DB = BENCH MARK DISK
 OY1009_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OY1009_SP_SET: COPPER-CLAD STEEL ROD
 OY1009_STAMPING: 52 HLS 1967 4788
 OY1009_MARK LOGO: USGS  
 OY1009_PROJECTION: PROJECTING 8 CENTIMETERS
 OY1009_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1009+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY1009
 OY1009  HISTORY     - Date     Condition        Report By
 OY1009  HISTORY     - 1967     MONUMENTED       USGS
 OY1009  HISTORY     - 19920331 GOOD             NGS
 OY1009
 OY1009                          STATION DESCRIPTION
 OY1009
 OY1009'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1009'FROM THE POST OFFICE IN HOWE, IDAHO PROCEED 8.5 MILES EAST ALONG
 OY1009'HIGHWAYS 22 AND 88, THENCE 3.9 MILES NORTHEAST ALONG POWER LINE
 OY1009'SERVICE ROAD TO A JUNCTION WITH A CROSSROAD HAVING A SIGN -PSTF-, 79
 OY1009'FEET EAST OF THE SERVICE ROAD, 57 FEET NORTHEAST OF THE CROSSROAD, 37
 OY1009'FEET EAST OF A POWER POLE, 3 FEET NORTHWEST OF A WITNESS POST, SET ON
 OY1009'A COPPER-COATED ROD (DRIVEN TO REFUSAL) PROJECTING 0.1 FOOT.
 OY1009
 OY1009                          STATION RECOVERY (1992)
 OY1009
 OY1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1009'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1009'OFFICE IN HOWE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY
 OY1009'22, THENCE 6.4 KM (3.95 MI) NORTHEASTERLY ALONG A DIRT ROAD, 24.2 M
 OY1009'(79.4 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTER, 17.0 M (55.8
 OY1009'FT) NORTHEAST OF THE CENTER OF A TRACK ROAD, AND 0.9 M (3.0 FT)
 OY1009'NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH
 OY1009'PIPE AND PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  THE ROD
 OY1009'DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0466 ***********************************************************************
 NU0466  DESIGNATION -  5209
 NU0466  PID         -  NU0466
 NU0466  STATE/COUNTY-  ID/POWER
 NU0466  USGS QUAD   -  ARBON (1973)
 NU0466
 NU0466                         *CURRENT SURVEY CONTROL
 NU0466  ___________________________________________________________________
 NU0466* NAD 83(1986)-  42 27 04.     (N)    112 34 32.     (W)     SCALED    
 NU0466* NAVD 88     -      1588.899  (meters)    5212.91   (feet)  ADJUSTED  
 NU0466  ___________________________________________________________________
 NU0466  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NU0466  DYNAMIC HT  -        1587.842 (meters)    5209.44  (feet)  COMP
 NU0466  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 NU0466
 NU0466  VERT ORDER  -  SECOND    CLASS 0
 NU0466
 NU0466.The horizontal coordinates were scaled from a topographic map and have
 NU0466.an estimated accuracy of +/- 6 seconds.
 NU0466
 NU0466.The orthometric height was determined by differential leveling
 NU0466.and adjusted by the National Geodetic Survey in June 1991..
 NU0466
 NU0466.The geoid height was determined by GEOID03.
 NU0466
 NU0466.The dynamic height is computed by dividing the NAVD 88
 NU0466.geopotential number by the normal gravity value computed on the
 NU0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0466.degrees latitude (g = 980.6199 gals.).
 NU0466
 NU0466.The modeled gravity was interpolated from observed gravity values.
 NU0466
 NU0466;                    North         East    Units  Estimated Accuracy
 NU0466;SPC ID E     -    87,210.      166,370.      MT  (+/- 180 meters Scaled)
 NU0466
 NU0466                          SUPERSEDED SURVEY CONTROL
 NU0466
 NU0466  NGVD 29 (??/??/92) 1587.769  (m)         5209.21   (f) ADJ UNCH    2 0
 NU0466
 NU0466.Superseded values are not recommended for survey control.
 NU0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0466.See file dsdata.txt to determine how the superseded data were derived.
 NU0466
 NU0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN704010(NAD 83)
 NU0466_MARKER: N = NAIL
 NU0466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0466_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0466
 NU0466  HISTORY     - Date     Condition        Report By
 NU0466  HISTORY     - UNK      MONUMENTED       USGS
 NU0466  HISTORY     - 1934     GOOD             NGS
 NU0466
 NU0466                          STATION DESCRIPTION
 NU0466
 NU0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0466'0.6 MI S FROM ARBON.
 NU0466'0.6 MILE SOUTH ALONG STATE HIGHWAY 38 FROM THE LATTER DAY SAINTS
 NU0466'CHURCH AT ARBON, POWER COUNTY, 25 FEET EAST OF THE CENTER LINE OF THE
 NU0466'HIGHWAY, 5 FEET SOUTH OF A POLE, AND IN LINE WITH THE RIGHT-OF-WAY
 NU0466'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 NU0466'WASHER, SET IN THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0100 ***********************************************************************
 OZ0100  DESIGNATION -  5213.0
 OZ0100  PID         -  OZ0100
 OZ0100  STATE/COUNTY-  ID/BLAINE
 OZ0100  USGS QUAD   -  BELLEVUE (1986)
 OZ0100
 OZ0100                         *CURRENT SURVEY CONTROL
 OZ0100  ___________________________________________________________________
 OZ0100* NAD 83(1986)-  43 28 39.     (N)    114 16 06.     (W)     SCALED    
 OZ0100* NAVD 88     -      1590.352  (meters)    5217.68   (feet)  ADJUSTED  
 OZ0100  ___________________________________________________________________
 OZ0100  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 OZ0100  DYNAMIC HT  -        1589.441 (meters)    5214.69  (feet)  COMP
 OZ0100  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 OZ0100
 OZ0100  VERT ORDER  -  FIRST     CLASS II
 OZ0100
 OZ0100.The horizontal coordinates were scaled from a topographic map and have
 OZ0100.an estimated accuracy of +/- 6 seconds.
 OZ0100
 OZ0100.The orthometric height was determined by differential leveling
 OZ0100.and adjusted by the National Geodetic Survey in June 1991..
 OZ0100
 OZ0100.The geoid height was determined by GEOID03.
 OZ0100
 OZ0100.The dynamic height is computed by dividing the NAVD 88
 OZ0100.geopotential number by the normal gravity value computed on the
 OZ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0100.degrees latitude (g = 980.6199 gals.).
 OZ0100
 OZ0100.The modeled gravity was interpolated from observed gravity values.
 OZ0100
 OZ0100;                    North         East    Units  Estimated Accuracy
 OZ0100;SPC ID C     -   201,180.      478,290.      MT  (+/- 180 meters Scaled)
 OZ0100
 OZ0100                          SUPERSEDED SURVEY CONTROL
 OZ0100
 OZ0100  NGVD 29 (??/??/92) 1589.243  (m)         5214.04   (f) ADJ UNCH    1 2
 OZ0100
 OZ0100.Superseded values are not recommended for survey control.
 OZ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0100.See file dsdata.txt to determine how the superseded data were derived.
 OZ0100
 OZ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ209174(NAD 83)
 OZ0100_MARKER: N = NAIL
 OZ0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0100_SP_SET: CULVERT
 OZ0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0100
 OZ0100  HISTORY     - Date     Condition        Report By
 OZ0100  HISTORY     - UNK      MONUMENTED       CGS
 OZ0100  HISTORY     - 1934     GOOD             NGS
 OZ0100
 OZ0100                          STATION DESCRIPTION
 OZ0100
 OZ0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0100'1.9 MI N FROM BELLEVUE.
 OZ0100'1.9 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM BELLEVUE,
 OZ0100'BLAINE COUNTY, OPPOSITE CULVERT 53.56, 120 FEET NORTHEAST OF A
 OZ0100'POWER-TRANSFORMER STATION, AND IN THE TOP OF THE NORTH END OF THE EAST
 OZ0100'CONCRETE HEAD WALL OF A HIGHWAY CULVERT.  A UNITED STATES GEOLOGICAL
 OZ0100'SURVEY STANDARD COPPER NAIL, MARKED BY THE PAINTED LETTERS USBM
 OZ0100'5213.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0695 ***********************************************************************
 OY0695  DESIGNATION -  5221.6
 OY0695  PID         -  OY0695
 OY0695  STATE/COUNTY-  ID/BLAINE
 OY0695  USGS QUAD   -  FISH CREEK RESERVOIR (1979)
 OY0695
 OY0695                         *CURRENT SURVEY CONTROL
 OY0695  ___________________________________________________________________
 OY0695* NAD 83(1986)-  43 22 50.     (N)    113 46 22.     (W)     SCALED    
 OY0695* NAVD 88     -      1592.145  (meters)    5223.56   (feet)  ADJUSTED  
 OY0695  ___________________________________________________________________
 OY0695  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 OY0695  DYNAMIC HT  -        1591.251 (meters)    5220.63  (feet)  COMP
 OY0695  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 OY0695
 OY0695  VERT ORDER  -  SECOND    CLASS 0
 OY0695
 OY0695.The horizontal coordinates were scaled from a topographic map and have
 OY0695.an estimated accuracy of +/- 6 seconds.
 OY0695
 OY0695.The orthometric height was determined by differential leveling
 OY0695.and adjusted by the National Geodetic Survey in June 1991..
 OY0695
 OY0695.The geoid height was determined by GEOID03.
 OY0695
 OY0695.The dynamic height is computed by dividing the NAVD 88
 OY0695.geopotential number by the normal gravity value computed on the
 OY0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0695.degrees latitude (g = 980.6199 gals.).
 OY0695
 OY0695.The modeled gravity was interpolated from observed gravity values.
 OY0695
 OY0695;                    North         East    Units  Estimated Accuracy
 OY0695;SPC ID C     -   190,400.      518,410.      MT  (+/- 180 meters Scaled)
 OY0695
 OY0695                          SUPERSEDED SURVEY CONTROL
 OY0695
 OY0695  NGVD 29 (??/??/92) 1591.08   (m)         5220.1    (f) COMPUTED    2 0
 OY0695
 OY0695.Superseded values are not recommended for survey control.
 OY0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0695.See file dsdata.txt to determine how the superseded data were derived.
 OY0695
 OY0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP753068(NAD 83)
 OY0695_MARKER: O = CHISELED CIRCLE
 OY0695_SETTING: 80 = SET IN A BOULDER
 OY0695_SP_SET: BOULDER
 OY0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0695+STABILITY: SURFACE MOTION
 OY0695
 OY0695  HISTORY     - Date     Condition        Report By
 OY0695  HISTORY     - UNK      MONUMENTED       USGS
 OY0695  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0695
 OY0695                          STATION DESCRIPTION
 OY0695
 OY0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0695'12.1 MI NE FROM CAREY.
 OY0695'12.1 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE HIGH SCHOOL AT
 OY0695'CAREY, BLAINE COUNTY, A LITTLE NORTH OF THE QUARTER SECTION CORNER
 OY0695'BETWEEN SECTIONS 36 AND 31, T. 1 N., RS. 22 AND 23 E., IN A PASS,
 OY0695'SOUTH OF THE HIGHWAY, AND ON A QUARTZITE BOULDER PAINTED T.P. 5221.6.
 OY0695'A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1123 ***********************************************************************
 OY1123  DESIGNATION -  5223
 OY1123  PID         -  OY1123
 OY1123  STATE/COUNTY-  ID/BUTTE
 OY1123  USGS QUAD   -  BUTTE CITY (1972)
 OY1123
 OY1123                         *CURRENT SURVEY CONTROL
 OY1123  ___________________________________________________________________
 OY1123* NAD 83(1986)-  43 33 28.     (N)    113 11 36.     (W)     SCALED    
 OY1123* NAVD 88     -      1596.859  (meters)    5239.03   (feet)  ADJUSTED  
 OY1123  ___________________________________________________________________
 OY1123  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 OY1123  DYNAMIC HT  -        1595.980 (meters)    5236.14  (feet)  COMP
 OY1123  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 OY1123
 OY1123  VERT ORDER  -  FIRST     CLASS II
 OY1123
 OY1123.The horizontal coordinates were scaled from a topographic map and have
 OY1123.an estimated accuracy of +/- 6 seconds.
 OY1123
 OY1123.The orthometric height was determined by differential leveling
 OY1123.and adjusted by the National Geodetic Survey in December 1992..
 OY1123
 OY1123.The geoid height was determined by GEOID03.
 OY1123
 OY1123.The dynamic height is computed by dividing the NAVD 88
 OY1123.geopotential number by the normal gravity value computed on the
 OY1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1123.degrees latitude (g = 980.6199 gals.).
 OY1123
 OY1123.The modeled gravity was interpolated from observed gravity values.
 OY1123
 OY1123;                    North         East    Units  Estimated Accuracy
 OY1123;SPC ID C     -   210,380.      565,180.      MT  (+/- 180 meters Scaled)
 OY1123
 OY1123                          SUPERSEDED SURVEY CONTROL
 OY1123
 OY1123  NGVD 29 (08/20/92) 1595.791  (m)         5235.52   (f) ADJUSTED    1 2
 OY1123
 OY1123.Superseded values are not recommended for survey control.
 OY1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1123.See file dsdata.txt to determine how the superseded data were derived.
 OY1123
 OY1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP228250(NAD 83)
 OY1123_MARKER: DB = BENCH MARK DISK
 OY1123_SETTING: 66 = SET IN ROCK OUTCROP
 OY1123_SP_SET: BEDROCK
 OY1123_STAMPING: 5223 1912 19
 OY1123_MARK LOGO: USGS  
 OY1123_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1123+STABILITY: POSITION/ELEVATION WELL
 OY1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1123+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY1123
 OY1123  HISTORY     - Date     Condition        Report By
 OY1123  HISTORY     - 1912     MONUMENTED       USGS
 OY1123  HISTORY     - 19920619 GOOD             NGS
 OY1123
 OY1123                          STATION DESCRIPTION
 OY1123
 OY1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1123'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY1123'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 8.0 KM (4.95 MI)
 OY1123'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, NEAR THE NORTHEAST
 OY1123'END OF A 15 BY 30-FOOT AREA OF OUTCROPPING BEDROCK, 16.3 M (53.5 FT)
 OY1123'SOUTHWEST OF THE NEAR RAIL, 12.2 M (40.0 FT) NORTHEAST OF THE CENTER
 OY1123'OF A TRACK ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, AND 0.7
 OY1123'M (2.3 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0312 ***********************************************************************
 OX0312  DESIGNATION -  5223.0
 OX0312  PID         -  OX0312
 OX0312  STATE/COUNTY-  ID/BONNEVILLE
 OX0312  USGS QUAD   -  CONANT VALLEY (1966)
 OX0312
 OX0312                         *CURRENT SURVEY CONTROL
 OX0312  ___________________________________________________________________
 OX0312* NAD 83(1986)-  43 28 54.     (N)    111 26 35.     (W)     SCALED    
 OX0312* NAVD 88     -      1592.766  (meters)    5225.60   (feet)  ADJUSTED  
 OX0312  ___________________________________________________________________
 OX0312  GEOID HEIGHT-         -10.49  (meters)                     GEOID03
 OX0312  DYNAMIC HT  -        1591.818 (meters)    5222.49  (feet)  COMP
 OX0312  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 OX0312
 OX0312  VERT ORDER  -  FIRST     CLASS II
 OX0312
 OX0312.The horizontal coordinates were scaled from a topographic map and have
 OX0312.an estimated accuracy of +/- 6 seconds.
 OX0312
 OX0312.The orthometric height was determined by differential leveling
 OX0312.and adjusted by the National Geodetic Survey in June 1991..
 OX0312
 OX0312.The geoid height was determined by GEOID03.
 OX0312
 OX0312.The dynamic height is computed by dividing the NAVD 88
 OX0312.geopotential number by the normal gravity value computed on the
 OX0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0312.degrees latitude (g = 980.6199 gals.).
 OX0312
 OX0312.The modeled gravity was interpolated from observed gravity values.
 OX0312
 OX0312;                    North         East    Units  Estimated Accuracy
 OX0312;SPC ID E     -   201,860.      258,540.      MT  (+/- 180 meters Scaled)
 OX0312
 OX0312                          SUPERSEDED SURVEY CONTROL
 OX0312
 OX0312  NGVD 29 (??/??/92) 1591.588  (m)         5221.73   (f) ADJ UNCH    1 2
 OX0312
 OX0312.Superseded values are not recommended for survey control.
 OX0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0312.See file dsdata.txt to determine how the superseded data were derived.
 OX0312
 OX0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP641144(NAD 83)
 OX0312_MARKER: Q = CHISELED SQUARE
 OX0312_SETTING: 80 = SET IN A BOULDER
 OX0312_SP_SET: BOULDER
 OX0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0312+STABILITY: SURFACE MOTION
 OX0312
 OX0312  HISTORY     - Date     Condition        Report By
 OX0312  HISTORY     - UNK      MONUMENTED       USGS
 OX0312  HISTORY     - 1930     GOOD             USGS
 OX0312
 OX0312                          STATION DESCRIPTION
 OX0312
 OX0312'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0312'6.7 MI NW FROM SWAN VALLEY.
 OX0312'6.7 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0312'BONNEVILLE COUNTY, 3.7 MILES NORTHWEST OF THE SWAN VALLEY BRIDGE OVER
 OX0312'SNAKE RIVER, AT THE CURVE TO THE EAST, AT THE FOOT OF A GRADE, 31.2
 OX0312'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.8 FOOT EAST OF A FENCE,
 OX0312'AND ON THE TOP OF A BOULDER PAINTED USBM 5223.0.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0460 ***********************************************************************
 NU0460  DESIGNATION -  5228
 NU0460  PID         -  NU0460
 NU0460  STATE/COUNTY-  ID/POWER
 NU0460  USGS QUAD   -  ARBON (1973)
 NU0460
 NU0460                         *CURRENT SURVEY CONTROL
 NU0460  ___________________________________________________________________
 NU0460* NAD 83(1986)-  42 23 41.     (N)    112 34 32.     (W)     SCALED    
 NU0460* NAVD 88     -      1594.655  (meters)    5231.80   (feet)  ADJUSTED  
 NU0460  ___________________________________________________________________
 NU0460  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 NU0460  DYNAMIC HT  -        1593.593 (meters)    5228.31  (feet)  COMP
 NU0460  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 NU0460
 NU0460  VERT ORDER  -  SECOND    CLASS 0
 NU0460
 NU0460.The horizontal coordinates were scaled from a topographic map and have
 NU0460.an estimated accuracy of +/- 6 seconds.
 NU0460
 NU0460.The orthometric height was determined by differential leveling
 NU0460.and adjusted by the National Geodetic Survey in June 1991..
 NU0460
 NU0460.The geoid height was determined by GEOID03.
 NU0460
 NU0460.The dynamic height is computed by dividing the NAVD 88
 NU0460.geopotential number by the normal gravity value computed on the
 NU0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0460.degrees latitude (g = 980.6199 gals.).
 NU0460
 NU0460.The modeled gravity was interpolated from observed gravity values.
 NU0460
 NU0460;                    North         East    Units  Estimated Accuracy
 NU0460;SPC ID E     -    80,950.      166,340.      MT  (+/- 180 meters Scaled)
 NU0460
 NU0460                          SUPERSEDED SURVEY CONTROL
 NU0460
 NU0460  NGVD 29 (??/??/92) 1593.534  (m)         5228.12   (f) ADJ UNCH    2 0
 NU0460
 NU0460.Superseded values are not recommended for survey control.
 NU0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0460.See file dsdata.txt to determine how the superseded data were derived.
 NU0460
 NU0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM703948(NAD 83)
 NU0460_MARKER: N = NAIL
 NU0460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0460_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0460
 NU0460  HISTORY     - Date     Condition        Report By
 NU0460  HISTORY     - UNK      MONUMENTED       USGS
 NU0460  HISTORY     - 1934     GOOD             NGS
 NU0460
 NU0460                          STATION DESCRIPTION
 NU0460
 NU0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0460'4.6 MI S FROM ARBON.
 NU0460'4.6 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE LATTER DAY SAINTS
 NU0460'CHURCH AT ARBON, POWER COUNTY, 30 FEET WEST OF THE CENTER LINE OF THE
 NU0460'HIGHWAY, 4 FEET SOUTH OF A CORNER POST OF AN EAST-AND-WEST FENCE, AND
 NU0460'IN LINE WITH THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 NU0460'SURVEY STANDARD COPPER NAIL AND WASHER, SET IN THE TOP OF AN IRON
 NU0460'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0767 ***********************************************************************
 OZ0767  DESIGNATION -  5236
 OZ0767  PID         -  OZ0767
 OZ0767  STATE/COUNTY-  ID/BOISE
 OZ0767  USGS QUAD   -  BIG OWL CREEK (1972)
 OZ0767
 OZ0767                         *CURRENT SURVEY CONTROL
 OZ0767  ___________________________________________________________________
 OZ0767* NAD 83(1986)-  43 58 00.     (N)    115 33 09.     (W)     SCALED    
 OZ0767* NAVD 88     -      1596.857  (meters)    5239.02   (feet)  ADJUSTED  
 OZ0767  ___________________________________________________________________
 OZ0767  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 OZ0767  DYNAMIC HT  -        1595.987 (meters)    5236.17  (feet)  COMP
 OZ0767  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 OZ0767
 OZ0767  VERT ORDER  -  SECOND    CLASS 0
 OZ0767
 OZ0767.The horizontal coordinates were scaled from a topographic map and have
 OZ0767.an estimated accuracy of +/- 6 seconds.
 OZ0767
 OZ0767.The orthometric height was determined by differential leveling
 OZ0767.and adjusted by the National Geodetic Survey in June 1991..
 OZ0767
 OZ0767.The geoid height was determined by GEOID03.
 OZ0767
 OZ0767.The dynamic height is computed by dividing the NAVD 88
 OZ0767.geopotential number by the normal gravity value computed on the
 OZ0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0767.degrees latitude (g = 980.6199 gals.).
 OZ0767
 OZ0767.The modeled gravity was interpolated from observed gravity values.
 OZ0767
 OZ0767;                    North         East    Units  Estimated Accuracy
 OZ0767;SPC ID W     -   255,510.      815,850.      MT  (+/- 180 meters Scaled)
 OZ0767
 OZ0767                          SUPERSEDED SURVEY CONTROL
 OZ0767
 OZ0767  NGVD 29 (??/??/92) 1595.658  (m)         5235.09   (f) ADJ UNCH    2 0
 OZ0767
 OZ0767.Superseded values are not recommended for survey control.
 OZ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0767.See file dsdata.txt to determine how the superseded data were derived.
 OZ0767
 OZ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ161691(NAD 83)
 OZ0767_MARKER: N = NAIL
 OZ0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0767_SP_SET: TREE
 OZ0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0767
 OZ0767  HISTORY     - Date     Condition        Report By
 OZ0767  HISTORY     - UNK      MONUMENTED       USGS
 OZ0767  HISTORY     - 1950     GOOD             NGS
 OZ0767
 OZ0767                          STATION DESCRIPTION
 OZ0767
 OZ0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0767'3.7 MI E FROM BEAVER CREEK GUARD STATION.
 OZ0767'3.7 MILES EAST ALONG A FOREST SERVICE ROAD FROM THE BEAVER CREEK
 OZ0767'GUARD STATION, ACROSS THE ROAD FROM A ROCK SLIDE, ABOUT 75 YARDS
 OZ0767'SOUTHEAST AND ACROSS THE ROAD FROM BENCH MARK W 338, ABOUT 60 FEET
 OZ0767'NORTH OF THE NORTH BANK OF CROOKED RIVER, 16 1/2 FEET SOUTH OF THE
 OZ0767'CENTER LINE OF THE ROAD, IN THE TOP OF A ROOT ON THE NORTHWEST SIDE
 OZ0767'OF A 48-INCH PINE TREE, ABOUT 2 FEET LOWER THAN THE ROAD, AND MARKED
 OZ0767'BY THE WHITE PAINTED LETTERS AND NUMBERS US 5236/0 BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0681 ***********************************************************************
 OY0681  DESIGNATION -  5240.4
 OY0681  PID         -  OY0681
 OY0681  STATE/COUNTY-  ID/BLAINE
 OY0681  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0681
 OY0681                         *CURRENT SURVEY CONTROL
 OY0681  ___________________________________________________________________
 OY0681* NAD 83(1986)-  43 24 02.     (N)    113 42 48.     (W)     SCALED    
 OY0681* NAVD 88     -      1597.890  (meters)    5242.41   (feet)  ADJUSTED  
 OY0681  ___________________________________________________________________
 OY0681  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 OY0681  DYNAMIC HT  -        1596.956 (meters)    5239.35  (feet)  COMP
 OY0681  MODELED GRAV-     979,978.9   (mgal)                       NAVD 88
 OY0681
 OY0681  VERT ORDER  -  SECOND    CLASS 0
 OY0681
 OY0681.The horizontal coordinates were scaled from a topographic map and have
 OY0681.an estimated accuracy of +/- 6 seconds.
 OY0681
 OY0681.The orthometric height was determined by differential leveling
 OY0681.and adjusted by the National Geodetic Survey in June 1991..
 OY0681
 OY0681.The geoid height was determined by GEOID03.
 OY0681
 OY0681.The dynamic height is computed by dividing the NAVD 88
 OY0681.geopotential number by the normal gravity value computed on the
 OY0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0681.degrees latitude (g = 980.6199 gals.).
 OY0681
 OY0681.The modeled gravity was interpolated from observed gravity values.
 OY0681
 OY0681;                    North         East    Units  Estimated Accuracy
 OY0681;SPC ID C     -   192,640.      523,220.      MT  (+/- 180 meters Scaled)
 OY0681
 OY0681                          SUPERSEDED SURVEY CONTROL
 OY0681
 OY0681  NGVD 29 (??/??/92) 1596.79   (m)         5238.8    (f) COMPUTED    2 0
 OY0681
 OY0681.Superseded values are not recommended for survey control.
 OY0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0681.See file dsdata.txt to determine how the superseded data were derived.
 OY0681
 OY0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP802088(NAD 83)
 OY0681_MARKER: N = NAIL
 OY0681_SETTING: 66 = SET IN ROCK OUTCROP
 OY0681_SP_SET: ROCK
 OY0681_STAMPING: 5240.4
 OY0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0681+STABILITY: POSITION/ELEVATION WELL
 OY0681
 OY0681  HISTORY     - Date     Condition        Report By
 OY0681  HISTORY     - UNK      MONUMENTED       USGS
 OY0681  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0681
 OY0681                          STATION DESCRIPTION
 OY0681
 OY0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0681'17.7 MI NE FROM CAREY.
 OY0681'17.7 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE HIGH SCHOOL AT
 OY0681'CAREY, BLAINE COUNTY, 655 FEET NORTHWEST OF THE COPPER CREEK RANCH
 OY0681'HOUSE, AT THE NORTHEAST CORNER OF AN ANGLE TO THE SOUTH, 8 FEET
 OY0681'SOUTHEAST OF A GATE IN AN EAST-AND-WEST FENCE, AND IN THE TOP OF A
 OY0681'LAVA ROCK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 OY0681'WASHER, STAMPED 5240.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0116 ***********************************************************************
 NU0116  DESIGNATION -  5245.9
 NU0116  PID         -  NU0116
 NU0116  STATE/COUNTY-  ID/POWER
 NU0116  USGS QUAD   -  BRADLEY MTN (1974)
 NU0116
 NU0116                         *CURRENT SURVEY CONTROL
 NU0116  ___________________________________________________________________
 NU0116* NAD 83(1986)-  42 37 22.     (N)    112 29 48.     (W)     SCALED    
 NU0116* NAVD 88     -      1600.023  (meters)    5249.41   (feet)  ADJUSTED  
 NU0116  ___________________________________________________________________
 NU0116  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 NU0116  DYNAMIC HT  -        1599.000 (meters)    5246.05  (feet)  COMP
 NU0116  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 NU0116
 NU0116  VERT ORDER  -  SECOND    CLASS 0
 NU0116
 NU0116.The horizontal coordinates were scaled from a topographic map and have
 NU0116.an estimated accuracy of +/- 6 seconds.
 NU0116
 NU0116.The orthometric height was determined by differential leveling
 NU0116.and adjusted by the National Geodetic Survey in June 1991..
 NU0116
 NU0116.The geoid height was determined by GEOID03.
 NU0116
 NU0116.The dynamic height is computed by dividing the NAVD 88
 NU0116.geopotential number by the normal gravity value computed on the
 NU0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0116.degrees latitude (g = 980.6199 gals.).
 NU0116
 NU0116.The modeled gravity was interpolated from observed gravity values.
 NU0116
 NU0116;                    North         East    Units  Estimated Accuracy
 NU0116;SPC ID E     -   106,250.      172,930.      MT  (+/- 180 meters Scaled)
 NU0116
 NU0116                          SUPERSEDED SURVEY CONTROL
 NU0116
 NU0116  NGVD 29 (??/??/92) 1598.911  (m)         5245.76   (f) ADJ UNCH    2 0
 NU0116
 NU0116.Superseded values are not recommended for survey control.
 NU0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0116.See file dsdata.txt to determine how the superseded data were derived.
 NU0116
 NU0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN772200(NAD 83)
 NU0116_MARKER: P = PIPE CAP
 NU0116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0116_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0116
 NU0116  HISTORY     - Date     Condition        Report By
 NU0116  HISTORY     - UNK      MONUMENTED       USGS
 NU0116  HISTORY     - 1960     GOOD             NGS
 NU0116
 NU0116                          STATION DESCRIPTION
 NU0116
 NU0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0116'6.7 MI NE FROM PAULINE.
 NU0116'ABOUT 6.7 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE STORE AT
 NU0116'PAULINE, POWER COUNTY, ABOUT 250 FEET NORTHWEST OF TWO OLD SHACKS, 30
 NU0116'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET WEST OF A
 NU0116'FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED
 NU0116'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0193 ***********************************************************************
 OZ0193  DESIGNATION -  5247.90
 OZ0193  PID         -  OZ0193
 OZ0193  STATE/COUNTY-  ID/CAMAS
 OZ0193  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0193
 OZ0193                         *CURRENT SURVEY CONTROL
 OZ0193  ___________________________________________________________________
 OZ0193* NAD 83(1986)-  43 15 12.     (N)    114 40 36.     (W)     SCALED    
 OZ0193* NAVD 88     -      1599.866  (meters)    5248.89   (feet)  ADJUSTED  
 OZ0193  ___________________________________________________________________
 OZ0193  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 OZ0193  DYNAMIC HT  -        1598.939 (meters)    5245.85  (feet)  COMP
 OZ0193  MODELED GRAV-     979,983.6   (mgal)                       NAVD 88
 OZ0193
 OZ0193  VERT ORDER  -  SECOND    CLASS 0
 OZ0193
 OZ0193.The horizontal coordinates were scaled from a topographic map and have
 OZ0193.an estimated accuracy of +/- 6 seconds.
 OZ0193
 OZ0193.The orthometric height was determined by differential leveling
 OZ0193.and adjusted by the National Geodetic Survey in June 1991..
 OZ0193
 OZ0193.The geoid height was determined by GEOID03.
 OZ0193
 OZ0193.The dynamic height is computed by dividing the NAVD 88
 OZ0193.geopotential number by the normal gravity value computed on the
 OZ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0193.degrees latitude (g = 980.6199 gals.).
 OZ0193
 OZ0193.The modeled gravity was interpolated from observed gravity values.
 OZ0193
 OZ0193;                    North         East    Units  Estimated Accuracy
 OZ0193;SPC ID C     -   176,460.      445,050.      MT  (+/- 180 meters Scaled)
 OZ0193
 OZ0193                          SUPERSEDED SURVEY CONTROL
 OZ0193
 OZ0193  NGVD 29 (??/??/92) 1598.807  (m)         5245.42   (f) ADJ UNCH    2 0
 OZ0193
 OZ0193.Superseded values are not recommended for survey control.
 OZ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0193.See file dsdata.txt to determine how the superseded data were derived.
 OZ0193
 OZ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH885915(NAD 83)
 OZ0193_MARKER: DD = SURVEY DISK
 OZ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0193_STAMPING: 5247.90 1285+16.4
 OZ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0193+STABILITY: SURFACE MOTION
 OZ0193
 OZ0193  HISTORY     - Date     Condition        Report By
 OZ0193  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0193  HISTORY     - 1950     GOOD             NGS
 OZ0193  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0193
 OZ0193                          STATION DESCRIPTION
 OZ0193
 OZ0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0193'11.5 MI SE FROM FAIRFIELD.
 OZ0193'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0193'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 6.4 MILES SOUTH
 OZ0193'ALONG STATE HIGHWAY 46, 0.5 MILE SOUTHEAST OF THE BASE OF A LONG STEEP
 OZ0193'HILL, 0.1 MILE SOUTHEAST OF A SPRING AND A PARKING AREA, AT THE
 OZ0193'SOUTHEAST END OF A CURVE, ABOUT 100 YARDS NORTHWEST OF THE NORTHWEST
 OZ0193'END OF A CUT, 47 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 OZ0193'ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OZ0193'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 OZ0193
 OZ0193                          STATION RECOVERY (1981)
 OZ0193
 OZ0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0629 ***********************************************************************
 NU0629  DESIGNATION -  5250
 NU0629  PID         -  NU0629
 NU0629  STATE/COUNTY-  ID/POWER
 NU0629  USGS QUAD   -  PAULINE (1971)
 NU0629
 NU0629                         *CURRENT SURVEY CONTROL
 NU0629  ___________________________________________________________________
 NU0629* NAD 83(1986)-  42 35 13.     (N)    112 30 33.     (W)     SCALED    
 NU0629* NAVD 88     -      1601.255  (meters)    5253.45   (feet)  ADJUSTED  
 NU0629  ___________________________________________________________________
 NU0629  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 NU0629  DYNAMIC HT  -        1600.215 (meters)    5250.04  (feet)  COMP
 NU0629  MODELED GRAV-     979,915.1   (mgal)                       NAVD 88
 NU0629
 NU0629  VERT ORDER  -  SECOND    CLASS 0
 NU0629
 NU0629.The horizontal coordinates were scaled from a topographic map and have
 NU0629.an estimated accuracy of +/- 6 seconds.
 NU0629
 NU0629.The orthometric height was determined by differential leveling
 NU0629.and adjusted by the National Geodetic Survey in June 1991..
 NU0629
 NU0629.The geoid height was determined by GEOID03.
 NU0629
 NU0629.The dynamic height is computed by dividing the NAVD 88
 NU0629.geopotential number by the normal gravity value computed on the
 NU0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0629.degrees latitude (g = 980.6199 gals.).
 NU0629
 NU0629.The modeled gravity was interpolated from observed gravity values.
 NU0629
 NU0629;                    North         East    Units  Estimated Accuracy
 NU0629;SPC ID E     -   102,270.      171,890.      MT  (+/- 180 meters Scaled)
 NU0629
 NU0629                          SUPERSEDED SURVEY CONTROL
 NU0629
 NU0629  NGVD 29 (??/??/92) 1600.130  (m)         5249.76   (f) ADJ UNCH    2 0
 NU0629
 NU0629.Superseded values are not recommended for survey control.
 NU0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0629.See file dsdata.txt to determine how the superseded data were derived.
 NU0629
 NU0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN761160(NAD 83)
 NU0629_MARKER: DD = SURVEY DISK
 NU0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0629_STAMPING: 5250 RP 11 1934
 NU0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0629+STABILITY: SURFACE MOTION
 NU0629
 NU0629  HISTORY     - Date     Condition        Report By
 NU0629  HISTORY     - 1934     MONUMENTED       USGS
 NU0629
 NU0629                          STATION DESCRIPTION
 NU0629
 NU0629'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 NU0629'3.9 MI NE FROM PAULINE.
 NU0629'ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE STORE AT
 NU0629'PAULINE, POWER COUNTY, ABOUT 400 FEET SOUTH OF A DISMANTLED WINDMILL,
 NU0629'NEAR THE FRANK BARNETT FARM, NEAR A 1/4 SECTION CORNER, 40 FEET WEST
 NU0629'OF A FENCE CORNER, 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3
 NU0629'FEET EAST OF A FENCE POST, AND IN LINE WITH AN EAST-AND-WEST FENCE. A
 NU0629'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5250 RP 11 1934
 NU0629'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0062 ***********************************************************************
 QA0062  DESIGNATION -  5252.5
 QA0062  PID         -  QA0062
 QA0062  STATE/COUNTY-  ID/CUSTER
 QA0062  USGS QUAD   -  BALD MOUNTAIN (1963)
 QA0062
 QA0062                         *CURRENT SURVEY CONTROL
 QA0062  ___________________________________________________________________
 QA0062* NAD 83(1986)-  44 20 42.     (N)    114 16 10.     (W)     SCALED    
 QA0062* NAVD 88     -      1602.64   (+/-2cm)    5258.0    (feet)  VERTCON   
 QA0062  ___________________________________________________________________
 QA0062  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 QA0062
 QA0062  VERT ORDER  -  ? (See Below)
 QA0062
 QA0062.The horizontal coordinates were scaled from a topographic map and have
 QA0062.an estimated accuracy of +/- 6 seconds.
 QA0062
 QA0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0062.The vertical order pertains to the NGVD 29 superseded value.
 QA0062
 QA0062.The geoid height was determined by GEOID03.
 QA0062
 QA0062;                    North         East    Units  Estimated Accuracy
 QA0062;SPC ID C     -   297,560.      478,520.      MT  (+/- 180 meters Scaled)
 QA0062
 QA0062                          SUPERSEDED SURVEY CONTROL
 QA0062
 QA0062  NGVD 29 (??/??/92) 1601.406  (m)         5253.95   (f) ADJ UNCH    ?  
 QA0062
 QA0062.Superseded values are not recommended for survey control.
 QA0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0062.See file dsdata.txt to determine how the superseded data were derived.
 QA0062
 QA0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK176138(NAD 83)
 QA0062_MARKER: Z = SEE DESCRIPTION
 QA0062_SETTING: 66 = SET IN ROCK OUTCROP
 QA0062_SP_SET: LARGE ROCK
 QA0062_STAMPING: 5252.5
 QA0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0062+STABILITY: POSITION/ELEVATION WELL
 QA0062
 QA0062  HISTORY     - Date     Condition        Report By
 QA0062  HISTORY     - UNK      MONUMENTED       USGS
 QA0062  HISTORY     - 1934     GOOD             NGS
 QA0062
 QA0062                          STATION DESCRIPTION
 QA0062
 QA0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QA0062'13.9 MI S FROM CHALLIS.
 QA0062'13.9 MILES SOUTH ALONG OLD U. S. HIGHWAY 93 FROM CHALLIS, CUSTER
 QA0062'COUNTY, 200 FEET EAST OF SALMON RIVER, 40 FEET NORTHWEST OF THE
 QA0062'HIGHWAY, AND ON THE TOP OF A LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0456 ***********************************************************************
 NU0456  DESIGNATION -  5262
 NU0456  PID         -  NU0456
 NU0456  STATE/COUNTY-  ID/POWER
 NU0456  USGS QUAD   -  BUIST (1973)
 NU0456
 NU0456                         *CURRENT SURVEY CONTROL
 NU0456  ___________________________________________________________________
 NU0456* NAD 83(1986)-  42 21 55.     (N)    112 34 34.     (W)     SCALED    
 NU0456* NAVD 88     -      1604.990  (meters)    5265.70   (feet)  ADJUSTED  
 NU0456  ___________________________________________________________________
 NU0456  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 NU0456  DYNAMIC HT  -        1603.914 (meters)    5262.17  (feet)  COMP
 NU0456  MODELED GRAV-     979,894.4   (mgal)                       NAVD 88
 NU0456
 NU0456  VERT ORDER  -  SECOND    CLASS 0
 NU0456
 NU0456.The horizontal coordinates were scaled from a topographic map and have
 NU0456.an estimated accuracy of +/- 6 seconds.
 NU0456
 NU0456.The orthometric height was determined by differential leveling
 NU0456.and adjusted by the National Geodetic Survey in June 1991..
 NU0456
 NU0456.The geoid height was determined by GEOID03.
 NU0456
 NU0456.The dynamic height is computed by dividing the NAVD 88
 NU0456.geopotential number by the normal gravity value computed on the
 NU0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0456.degrees latitude (g = 980.6199 gals.).
 NU0456
 NU0456.The modeled gravity was interpolated from observed gravity values.
 NU0456
 NU0456;                    North         East    Units  Estimated Accuracy
 NU0456;SPC ID E     -    77,670.      166,270.      MT  (+/- 180 meters Scaled)
 NU0456
 NU0456                          SUPERSEDED SURVEY CONTROL
 NU0456
 NU0456  NGVD 29 (??/??/92) 1603.865  (m)         5262.01   (f) ADJ UNCH    2 0
 NU0456
 NU0456.Superseded values are not recommended for survey control.
 NU0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0456.See file dsdata.txt to determine how the superseded data were derived.
 NU0456
 NU0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM702915(NAD 83)
 NU0456_MARKER: N = NAIL
 NU0456_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0456_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0456
 NU0456  HISTORY     - Date     Condition        Report By
 NU0456  HISTORY     - UNK      MONUMENTED       USGS
 NU0456  HISTORY     - 1934     GOOD             NGS
 NU0456
 NU0456                          STATION DESCRIPTION
 NU0456
 NU0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0456'6.6 MI S FROM ARBON.
 NU0456'6.6 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE LATTER DAY SAINTS
 NU0456'CHURCH AT ARBON, POWER COUNTY, ABOUT 100 FEET NORTHEAST OF THE J.A.
 NU0456'NUNNELLEY FARMHOUSE, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2
 NU0456'FEET NORTH OF A CORNER FENCE POST, AND IN LINE WITH A NORTH-AND-SOUTH
 NU0456'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 NU0456'WASHER, SET IN THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0113 ***********************************************************************
 NU0113  DESIGNATION -  5265.4
 NU0113  PID         -  NU0113
 NU0113  STATE/COUNTY-  ID/POWER
 NU0113  USGS QUAD   -  PAULINE (1971)
 NU0113
 NU0113                         *CURRENT SURVEY CONTROL
 NU0113  ___________________________________________________________________
 NU0113* NAD 83(1986)-  42 35 49.     (N)    112 30 09.     (W)     SCALED    
 NU0113* NAVD 88     -      1605.970  (meters)    5268.92   (feet)  ADJUSTED  
 NU0113  ___________________________________________________________________
 NU0113  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 NU0113  DYNAMIC HT  -        1604.931 (meters)    5265.51  (feet)  COMP
 NU0113  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 NU0113
 NU0113  VERT ORDER  -  SECOND    CLASS 0
 NU0113
 NU0113.The horizontal coordinates were scaled from a topographic map and have
 NU0113.an estimated accuracy of +/- 6 seconds.
 NU0113
 NU0113.The orthometric height was determined by differential leveling
 NU0113.and adjusted by the National Geodetic Survey in June 1991..
 NU0113
 NU0113.The geoid height was determined by GEOID03.
 NU0113
 NU0113.The dynamic height is computed by dividing the NAVD 88
 NU0113.geopotential number by the normal gravity value computed on the
 NU0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0113.degrees latitude (g = 980.6199 gals.).
 NU0113
 NU0113.The modeled gravity was interpolated from observed gravity values.
 NU0113
 NU0113;                    North         East    Units  Estimated Accuracy
 NU0113;SPC ID E     -   103,380.      172,440.      MT  (+/- 180 meters Scaled)
 NU0113
 NU0113                          SUPERSEDED SURVEY CONTROL
 NU0113
 NU0113  NGVD 29 (??/??/92) 1604.849  (m)         5265.24   (f) ADJ UNCH    2 0
 NU0113
 NU0113.Superseded values are not recommended for survey control.
 NU0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0113.See file dsdata.txt to determine how the superseded data were derived.
 NU0113
 NU0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN767171(NAD 83)
 NU0113_MARKER: P = PIPE CAP
 NU0113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0113
 NU0113  HISTORY     - Date     Condition        Report By
 NU0113  HISTORY     - UNK      MONUMENTED       USGS
 NU0113  HISTORY     - 1960     GOOD             NGS
 NU0113
 NU0113                          STATION DESCRIPTION
 NU0113
 NU0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0113'4.8 MI NE FROM PAULINE.
 NU0113'ABOUT 4.8 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE STORE AT
 NU0113'PAULINE, POWER COUNTY, ABOUT 840 FEET NORTH OF THE ARMSTRONG
 NU0113'SCHOOLHOUSE, 22 FEET EAST OF A FENCE CORNER, AND IN LINE WITH AN
 NU0113'EAST-AND-WEST FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 NU0113'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0432 ***********************************************************************
 NU0432  DESIGNATION -  5270
 NU0432  PID         -  NU0432
 NU0432  STATE/COUNTY-  ID/ONEIDA
 NU0432  USGS QUAD   -  CEDARHILL (1973)
 NU0432
 NU0432                         *CURRENT SURVEY CONTROL
 NU0432  ___________________________________________________________________
 NU0432* NAD 83(1986)-  42 15 43.     (N)    112 44 49.     (W)     SCALED    
 NU0432* NAVD 88     -      1607.587  (meters)    5274.23   (feet)  ADJUSTED  
 NU0432  ___________________________________________________________________
 NU0432  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 NU0432  DYNAMIC HT  -        1606.500 (meters)    5270.66  (feet)  COMP
 NU0432  MODELED GRAV-     979,888.8   (mgal)                       NAVD 88
 NU0432
 NU0432  VERT ORDER  -  SECOND    CLASS 0
 NU0432
 NU0432.The horizontal coordinates were scaled from a topographic map and have
 NU0432.an estimated accuracy of +/- 6 seconds.
 NU0432
 NU0432.The orthometric height was determined by differential leveling
 NU0432.and adjusted by the National Geodetic Survey in June 1991..
 NU0432
 NU0432.The geoid height was determined by GEOID03.
 NU0432
 NU0432.The dynamic height is computed by dividing the NAVD 88
 NU0432.geopotential number by the normal gravity value computed on the
 NU0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0432.degrees latitude (g = 980.6199 gals.).
 NU0432
 NU0432.The modeled gravity was interpolated from observed gravity values.
 NU0432
 NU0432;                    North         East    Units  Estimated Accuracy
 NU0432;SPC ID E     -    66,280.      152,120.      MT  (+/- 180 meters Scaled)
 NU0432
 NU0432                          SUPERSEDED SURVEY CONTROL
 NU0432
 NU0432  NGVD 29 (??/??/92) 1606.479  (m)         5270.59   (f) ADJ UNCH    2 0
 NU0432
 NU0432.Superseded values are not recommended for survey control.
 NU0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0432.See file dsdata.txt to determine how the superseded data were derived.
 NU0432
 NU0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM559803(NAD 83)
 NU0432_MARKER: Q = CHISELED SQUARE
 NU0432_SETTING: 80 = SET IN A BOULDER
 NU0432_SP_SET: BOULDER
 NU0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0432+STABILITY: SURFACE MOTION
 NU0432
 NU0432  HISTORY     - Date     Condition        Report By
 NU0432  HISTORY     - UNK      MONUMENTED       USGS
 NU0432  HISTORY     - 1934     GOOD             NGS
 NU0432
 NU0432                          STATION DESCRIPTION
 NU0432
 NU0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0432'11.1 MI NW FROM HOLBROOK.
 NU0432'11.1 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE SCHOOLHOUSE AT
 NU0432'HOLBROOK, ONEIDA COUNTY, ABOUT 0.6 MILE WEST OF THE CEDAR RIDGE
 NU0432'SCHOOL, 25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ON THE TOP OF
 NU0432'A BOULDER, AND 10 FEET NORTH OF A FENCE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0677 ***********************************************************************
 OY0677  DESIGNATION -  5273.1
 OY0677  PID         -  OY0677
 OY0677  STATE/COUNTY-  ID/BLAINE
 OY0677  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0677
 OY0677                         *CURRENT SURVEY CONTROL
 OY0677  ___________________________________________________________________
 OY0677* NAD 83(1986)-  43 23 29.     (N)    113 40 41.     (W)     SCALED    
 OY0677* NAVD 88     -      1607.862  (meters)    5275.13   (feet)  ADJUSTED  
 OY0677  ___________________________________________________________________
 OY0677  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 OY0677  DYNAMIC HT  -        1606.941 (meters)    5272.11  (feet)  COMP
 OY0677  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 OY0677
 OY0677  VERT ORDER  -  SECOND    CLASS 0
 OY0677
 OY0677.The horizontal coordinates were scaled from a topographic map and have
 OY0677.an estimated accuracy of +/- 6 seconds.
 OY0677
 OY0677.The orthometric height was determined by differential leveling
 OY0677.and adjusted by the National Geodetic Survey in June 1991..
 OY0677
 OY0677.The geoid height was determined by GEOID03.
 OY0677
 OY0677.The dynamic height is computed by dividing the NAVD 88
 OY0677.geopotential number by the normal gravity value computed on the
 OY0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0677.degrees latitude (g = 980.6199 gals.).
 OY0677
 OY0677.The modeled gravity was interpolated from observed gravity values.
 OY0677
 OY0677;                    North         East    Units  Estimated Accuracy
 OY0677;SPC ID C     -   191,630.      526,080.      MT  (+/- 180 meters Scaled)
 OY0677
 OY0677                          SUPERSEDED SURVEY CONTROL
 OY0677
 OY0677  NGVD 29 (??/??/92) 1606.76   (m)         5271.5    (f) COMPUTED    2 0
 OY0677
 OY0677.Superseded values are not recommended for survey control.
 OY0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0677.See file dsdata.txt to determine how the superseded data were derived.
 OY0677
 OY0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP831077(NAD 83)
 OY0677_MARKER: N = NAIL
 OY0677_SETTING: 66 = SET IN ROCK OUTCROP
 OY0677_SP_SET: ROCK FLOW
 OY0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0677+STABILITY: POSITION/ELEVATION WELL
 OY0677
 OY0677  HISTORY     - Date     Condition        Report By
 OY0677  HISTORY     - UNK      MONUMENTED       USGS
 OY0677  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0677
 OY0677                          STATION DESCRIPTION
 OY0677
 OY0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0677'19.5 MI NE FROM CAREY.
 OY0677'19.5 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE HIGH SCHOOL AT
 OY0677'CAREY, BLAINE COUNTY, 1.8 MILES EAST OF THE COPPER CREEK RANCH HOUSE,
 OY0677'AT THE FOOT OF A GRADE RISING TO THE EAST, AND IN THE TOP OF THE EDGE
 OY0677'OF A LAVA FLOW PAINTED U S B M.  A UNITED STATES GEOLOGICAL SURVEY
 OY0677'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0627 ***********************************************************************
 NU0627  DESIGNATION -  5277.4
 NU0627  PID         -  NU0627
 NU0627  STATE/COUNTY-  ID/POWER
 NU0627  USGS QUAD   -  PAULINE (1971)
 NU0627
 NU0627                         *CURRENT SURVEY CONTROL
 NU0627  ___________________________________________________________________
 NU0627* NAD 83(1986)-  42 35 13.     (N)    112 31 25.     (W)     SCALED    
 NU0627* NAVD 88     -      1609.596  (meters)    5280.82   (feet)  ADJUSTED  
 NU0627  ___________________________________________________________________
 NU0627  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 NU0627  DYNAMIC HT  -        1608.564 (meters)    5277.43  (feet)  COMP
 NU0627  MODELED GRAV-     979,922.9   (mgal)                       NAVD 88
 NU0627
 NU0627  VERT ORDER  -  SECOND    CLASS 0
 NU0627
 NU0627.The horizontal coordinates were scaled from a topographic map and have
 NU0627.an estimated accuracy of +/- 6 seconds.
 NU0627
 NU0627.The orthometric height was determined by differential leveling
 NU0627.and adjusted by the National Geodetic Survey in June 1991..
 NU0627
 NU0627.The geoid height was determined by GEOID03.
 NU0627
 NU0627.The dynamic height is computed by dividing the NAVD 88
 NU0627.geopotential number by the normal gravity value computed on the
 NU0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0627.degrees latitude (g = 980.6199 gals.).
 NU0627
 NU0627.The modeled gravity was interpolated from observed gravity values.
 NU0627
 NU0627;                    North         East    Units  Estimated Accuracy
 NU0627;SPC ID E     -   102,280.      170,700.      MT  (+/- 180 meters Scaled)
 NU0627
 NU0627                          SUPERSEDED SURVEY CONTROL
 NU0627
 NU0627  NGVD 29 (??/??/92) 1608.487  (m)         5277.18   (f) ADJ UNCH    2 0
 NU0627
 NU0627.Superseded values are not recommended for survey control.
 NU0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0627.See file dsdata.txt to determine how the superseded data were derived.
 NU0627
 NU0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN749160(NAD 83)
 NU0627_MARKER: P = PIPE CAP
 NU0627_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0627_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0627
 NU0627  HISTORY     - Date     Condition        Report By
 NU0627  HISTORY     - UNK      MONUMENTED       USGS
 NU0627  HISTORY     - 1934     GOOD             NGS
 NU0627
 NU0627                          STATION DESCRIPTION
 NU0627
 NU0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0627'3.0 MI E FROM PAULINE.
 NU0627'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 38 FROM THE STORE AT PAULINE,
 NU0627'POWER COUNTY, ABOUT 0.1 MILE WEST OF A SMALL LOG HOUSE, AT A FORK TO
 NU0627'THE WEST, 25 FEET NORTH OF THE CENTER OF THE FORK, AND 2 FEET EAST OF
 NU0627'A FENCE POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED
 NU0627'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0416 ***********************************************************************
 RY0416  DESIGNATION -  5279.62 RM
 RY0416  PID         -  RY0416
 RY0416  STATE/COUNTY-  ID/IDAHO
 RY0416  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0416
 RY0416                         *CURRENT SURVEY CONTROL
 RY0416  ___________________________________________________________________
 RY0416* NAD 83(1986)-  46 27 02.     (N)    115 36 26.     (W)     SCALED    
 RY0416* NAVD 88     -      1610.320  (meters)    5283.19   (feet)  ADJUSTED  
 RY0416  ___________________________________________________________________
 RY0416  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 RY0416  DYNAMIC HT  -        1609.885 (meters)    5281.76  (feet)  COMP
 RY0416  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 RY0416
 RY0416  VERT ORDER  -  FIRST     CLASS II
 RY0416
 RY0416.The horizontal coordinates were scaled from a topographic map and have
 RY0416.an estimated accuracy of +/- 6 seconds.
 RY0416
 RY0416.The orthometric height was determined by differential leveling
 RY0416.and adjusted by the National Geodetic Survey in June 1991..
 RY0416
 RY0416.The geoid height was determined by GEOID03.
 RY0416
 RY0416.The dynamic height is computed by dividing the NAVD 88
 RY0416.geopotential number by the normal gravity value computed on the
 RY0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0416.degrees latitude (g = 980.6199 gals.).
 RY0416
 RY0416.The modeled gravity was interpolated from observed gravity values.
 RY0416
 RY0416;                    North         East    Units  Estimated Accuracy
 RY0416;SPC ID W     -   531,530.      810,970.      MT  (+/- 180 meters Scaled)
 RY0416
 RY0416                          SUPERSEDED SURVEY CONTROL
 RY0416
 RY0416  NGVD 29 (??/??/92) 1609.064  (m)         5279.07   (f) ADJ UNCH    1 2
 RY0416
 RY0416.Superseded values are not recommended for survey control.
 RY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0416.See file dsdata.txt to determine how the superseded data were derived.
 RY0416
 RY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM069450(NAD 83)
 RY0416_MARKER: N = NAIL
 RY0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0416_SP_SET: TREE
 RY0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0416
 RY0416  HISTORY     - Date     Condition        Report By
 RY0416  HISTORY     - UNK      MONUMENTED       USGS
 RY0416  HISTORY     - 1950     GOOD             NGS
 RY0416
 RY0416                          STATION DESCRIPTION
 RY0416
 RY0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0416'18.5 MI E FROM PIERCE.
 RY0416'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0416'PIERCE, THENCE 17.8 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, IN A
 RY0416'SADDLE, ABOUT 170 YARDS NORTH OF G W M 35 (USGS), 70 FEET NORTH OF THE
 RY0416'LOWEST POINT IN THE SADDLE, 25 1/2 FEET WEST OF THE CENTER LINE OF THE
 RY0416'ROAD, IN THE EAST BASE OF A 12-INCH WHITE FIR TREE MARKED BY THE WHITE
 RY0416'PAINTED LETTERS B M, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0003 ***********************************************************************
 QA0003  DESIGNATION -  5281
 QA0003  PID         -  QA0003
 QA0003  STATE/COUNTY-  ID/CUSTER
 QA0003  USGS QUAD   -  CHALLIS (1989)
 QA0003
 QA0003                         *CURRENT SURVEY CONTROL
 QA0003  ___________________________________________________________________
 QA0003* NAD 83(1986)-  44 30 19.     (N)    114 14 09.     (W)     SCALED    
 QA0003* NAVD 88     -      1611.568  (meters)    5287.29   (feet)  ADJUSTED  
 QA0003  ___________________________________________________________________
 QA0003  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 QA0003  DYNAMIC HT  -        1610.706 (meters)    5284.46  (feet)  COMP
 QA0003  MODELED GRAV-     980,027.1   (mgal)                       NAVD 88
 QA0003
 QA0003  VERT ORDER  -  FIRST     CLASS II
 QA0003
 QA0003.The horizontal coordinates were scaled from a topographic map and have
 QA0003.an estimated accuracy of +/- 6 seconds.
 QA0003
 QA0003.The orthometric height was determined by differential leveling
 QA0003.and adjusted by the National Geodetic Survey in June 1991..
 QA0003
 QA0003.The geoid height was determined by GEOID03.
 QA0003
 QA0003.The dynamic height is computed by dividing the NAVD 88
 QA0003.geopotential number by the normal gravity value computed on the
 QA0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0003.degrees latitude (g = 980.6199 gals.).
 QA0003
 QA0003.The modeled gravity was interpolated from observed gravity values.
 QA0003
 QA0003;                    North         East    Units  Estimated Accuracy
 QA0003;SPC ID C     -   315,360.      481,250.      MT  (+/- 180 meters Scaled)
 QA0003
 QA0003                          SUPERSEDED SURVEY CONTROL
 QA0003
 QA0003  NGVD 29 (??/??/92) 1610.317  (m)         5283.18   (f) ADJ UNCH    1 2
 QA0003
 QA0003.Superseded values are not recommended for survey control.
 QA0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0003.See file dsdata.txt to determine how the superseded data were derived.
 QA0003
 QA0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK197317(NAD 83)
 QA0003_MARKER: DD = SURVEY DISK
 QA0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0003_SP_SET: BUILDING WALL
 QA0003_STAMPING: 5281 1916
 QA0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0003
 QA0003  HISTORY     - Date     Condition        Report By
 QA0003  HISTORY     - 1916     MONUMENTED       USGS
 QA0003  HISTORY     - 1960     GOOD             NGS
 QA0003  HISTORY     - 20001128 MARK NOT FOUND   IDDT
 QA0003
 QA0003                          STATION DESCRIPTION
 QA0003
 QA0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0003'IN CHALLIS.
 QA0003'AT THE NORTHEAST CORNER OF THE INTERSECTION OF THIRD AND MAIN STREETS
 QA0003'IN CHALLIS, IN THE SOUTH CONCRETE BLOCK WALL OF THE CHALLIS COLD
 QA0003'STORAGE CO. BUILDING, 2.5 FEET EAST OF THE CORNER OF THE BUILDING, 2.5
 QA0003'FEET ABOVE THE SIDEWALK.  A STANDARD DISK, SET VERTICALLY IN THE
 QA0003'BUILDING WALL.
 QA0003
 QA0003                          STATION RECOVERY (2000)
 QA0003
 QA0003'RECOVERY NOTE BY ID DEPT OF TRANSP 2000 (GDJ)
 QA0003'THE CHALLIS COLD STORAGE BUILDING MENTIONED IN THE 1960 DESCRIPTION
 QA0003'HAS BEEN COVERED WITH METAL SIDING.  THE STATUS OF THE MARK IS
 QA0003'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0974 ***********************************************************************
 NU0974  DESIGNATION -  5291.07
 NU0974  PID         -  NU0974
 NU0974  STATE/COUNTY-  ID/CASSIA
 NU0974  USGS QUAD   -  STREVELL (1985)
 NU0974
 NU0974                         *CURRENT SURVEY CONTROL
 NU0974  ___________________________________________________________________
 NU0974* NAD 83(1986)-  42 03 02.     (N)    113 14 13.     (W)     SCALED    
 NU0974* NAVD 88     -      1562.836  (meters)    5127.40   (feet)  ADJUSTED  
 NU0974  ___________________________________________________________________
 NU0974  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 NU0974  DYNAMIC HT  -        1561.757 (meters)    5123.86  (feet)  COMP
 NU0974  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 NU0974
 NU0974  VERT ORDER  -  FIRST     CLASS II
 NU0974
 NU0974.The horizontal coordinates were scaled from a topographic map and have
 NU0974.an estimated accuracy of +/- 6 seconds.
 NU0974
 NU0974.The orthometric height was determined by differential leveling
 NU0974.and adjusted by the National Geodetic Survey in June 1991..
 NU0974
 NU0974.The geoid height was determined by GEOID03.
 NU0974
 NU0974.The dynamic height is computed by dividing the NAVD 88
 NU0974.geopotential number by the normal gravity value computed on the
 NU0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0974.degrees latitude (g = 980.6199 gals.).
 NU0974
 NU0974.The modeled gravity was interpolated from observed gravity values.
 NU0974
 NU0974;                    North         East    Units  Estimated Accuracy
 NU0974;SPC ID C     -    42,920.      563,170.      MT  (+/- 180 meters Scaled)
 NU0974
 NU0974                          SUPERSEDED SURVEY CONTROL
 NU0974
 NU0974  NGVD 29 (??/??/92) 1561.741  (m)         5123.81   (f) ADJ UNCH    1 2
 NU0974
 NU0974.Superseded values are not recommended for survey control.
 NU0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0974.See file dsdata.txt to determine how the superseded data were derived.
 NU0974
 NU0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM148578(NAD 83)
 NU0974_MARKER: DB = BENCH MARK DISK
 NU0974_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU0974_SP_SET: PREFAB CONC. POST IN EARTH
 NU0974_STAMPING: 3866.8 5291.07
 NU0974_MARK LOGO: IDPWD 
 NU0974_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0974
 NU0974  HISTORY     - Date     Condition        Report By
 NU0974  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0974  HISTORY     - 1934     GOOD             NGS
 NU0974  HISTORY     - 19741016 GOOD             USGS
 NU0974
 NU0974                          STATION DESCRIPTION
 NU0974
 NU0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0974'3.1 MI NW FROM STREVELL.
 NU0974'3.1 MILES NORTHWEST ALONG U.S. HIGHWAY 30 S FROM THE AIRWAY FIELD AT
 NU0974'STREVELL, AND 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  AN IDAHO
 NU0974'DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED 3866.8 5291.07 AND
 NU0974'SET IN THE TOP OF A CONCRETE POST.
 NU0974
 NU0974                          STATION RECOVERY (1974)
 NU0974
 NU0974'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0316 ***********************************************************************
 OZ0316  DESIGNATION -  53 E
 OZ0316  PID         -  OZ0316
 OZ0316  STATE/COUNTY-  ID/BLAINE
 OZ0316  USGS QUAD   -  SNOWYSIDE PEAK (1964)
 OZ0316
 OZ0316                         *CURRENT SURVEY CONTROL
 OZ0316  ___________________________________________________________________
 OZ0316* NAD 83(1986)-  43 53 15.     (N)    114 55 57.     (W)     SCALED    
 OZ0316* NAVD 88     -      2197.933  (meters)    7211.05   (feet)  ADJUSTED  
 OZ0316  ___________________________________________________________________
 OZ0316  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 OZ0316  DYNAMIC HT  -        2196.436 (meters)    7206.14  (feet)  COMP
 OZ0316  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 OZ0316
 OZ0316  VERT ORDER  -  SECOND    CLASS 0
 OZ0316
 OZ0316.The horizontal coordinates were scaled from a topographic map and have
 OZ0316.an estimated accuracy of +/- 6 seconds.
 OZ0316
 OZ0316.The orthometric height was determined by differential leveling
 OZ0316.and adjusted by the National Geodetic Survey in June 1991..
 OZ0316
 OZ0316.The geoid height was determined by GEOID03.
 OZ0316
 OZ0316.The dynamic height is computed by dividing the NAVD 88
 OZ0316.geopotential number by the normal gravity value computed on the
 OZ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0316.degrees latitude (g = 980.6199 gals.).
 OZ0316
 OZ0316.The modeled gravity was interpolated from observed gravity values.
 OZ0316
 OZ0316;                    North         East    Units  Estimated Accuracy
 OZ0316;SPC ID C     -   247,120.      425,070.      MT  (+/- 180 meters Scaled)
 OZ0316
 OZ0316                          SUPERSEDED SURVEY CONTROL
 OZ0316
 OZ0316  NGVD 29 (??/??/92) 2196.521  (m)         7206.42   (f) ADJ UNCH    2 0
 OZ0316
 OZ0316.Superseded values are not recommended for survey control.
 OZ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0316.See file dsdata.txt to determine how the superseded data were derived.
 OZ0316
 OZ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ660614(NAD 83)
 OZ0316_MARKER: DD = SURVEY DISK
 OZ0316_SETTING: 80 = SET IN A BOULDER
 OZ0316_SP_SET: BOULDER
 OZ0316_STAMPING: 53 E 1936
 OZ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0316+STABILITY: SURFACE MOTION
 OZ0316
 OZ0316  HISTORY     - Date     Condition        Report By
 OZ0316  HISTORY     - 1936     MONUMENTED       USGS
 OZ0316  HISTORY     - 1950     GOOD             NGS
 OZ0316  HISTORY     - 1951     GOOD             NGS
 OZ0316
 OZ0316                          STATION DESCRIPTION
 OZ0316
 OZ0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0316'5.5 MI SW FROM ALTURAS LAKE.
 OZ0316'4.1 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0316'OUTLET AT ALTURAS LAKE, THENCE 1.4 MILES SOUTHWEST ALONG ATLANTA
 OZ0316'TRAIL, IN A CLEARING AT THE FOOT OF THE SOUTHEAST SLOPE OF A HILL, 75
 OZ0316'FEET WEST OF THE WEST BANK OF ALTURAS LAKE CREEK AT A POINT ABOUT THE
 OZ0316'APPROXIMATE CENTER OF A HORSESHOE BEND, 4.5 FEET NORTHWEST OF THE
 OZ0316'CENTER LINE OF THE TRAIL, IN THE TOP OF A 3 -BY - 4 FOOT BOULDER WHICH
 OZ0316'PROJECTS 3 FEET ABOVE THE GROUND, MARKED WITH A PAINTED B M, AND ABOUT
 OZ0316'3 FEET HIGHER THAN THE TRAIL.
 OZ0316
 OZ0316                          STATION RECOVERY (1951)
 OZ0316
 OZ0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0523 ***********************************************************************
 NW0523  DESIGNATION -  53 EMH
 NW0523  PID         -  NW0523
 NW0523  STATE/COUNTY-  ID/OWYHEE
 NW0523  USGS QUAD   -  WICKAHONEY POINT (1972)
 NW0523
 NW0523                         *CURRENT SURVEY CONTROL
 NW0523  ___________________________________________________________________
 NW0523* NAD 83(1986)-  42 27 58.     (N)    116 01 49.     (W)     SCALED    
 NW0523* NAVD 88     -      1720.832  (meters)    5645.76   (feet)  POSTED    
 NW0523  ___________________________________________________________________
 NW0523  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 NW0523  DYNAMIC HT  -        1719.680 (meters)    5641.98  (feet)  COMP
 NW0523  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 NW0523
 NW0523  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0523
 NW0523.The horizontal coordinates were scaled from a topographic map and have
 NW0523.an estimated accuracy of +/- 6 seconds.
 NW0523
 NW0523.The orthometric height was determined by differential leveling
 NW0523.and adjusted by the National Geodetic Survey in 1992..
 NW0523.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0523.rate of 0.0 thru 1.0 mm/km.
 NW0523
 NW0523.The geoid height was determined by GEOID03.
 NW0523
 NW0523.The dynamic height is computed by dividing the NAVD 88
 NW0523.geopotential number by the normal gravity value computed on the
 NW0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0523.degrees latitude (g = 980.6199 gals.).
 NW0523
 NW0523.The modeled gravity was interpolated from observed gravity values.
 NW0523
 NW0523;                    North         East    Units  Estimated Accuracy
 NW0523;SPC ID W     -    88,830.      776,950.      MT  (+/- 180 meters Scaled)
 NW0523
 NW0523                          SUPERSEDED SURVEY CONTROL
 NW0523
 NW0523.No superseded survey control is available for this station.
 NW0523
 NW0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH797019(NAD 83)
 NW0523_MARKER: DD = SURVEY DISK
 NW0523_SETTING: 66 = SET IN ROCK OUTCROP
 NW0523_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0523_STAMPING: 53 EMH 1972 5642
 NW0523_MARK LOGO: USGS  
 NW0523_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0523+STABILITY: POSITION/ELEVATION WELL
 NW0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0523+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0523
 NW0523  HISTORY     - Date     Condition        Report By
 NW0523  HISTORY     - 1972     MONUMENTED       USGS
 NW0523
 NW0523                          STATION DESCRIPTION
 NW0523
 NW0523'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0523'FROM GRASMERE, IDAHO, PROCEED 4.0 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NW0523'11.8 MILES SOUTHEAST ALONG GRADED ROAD, 0.2 MILES SOUTH AND 2.8 MILES
 NW0523'WEST OF WICKAHONEY RANCH HOUSE, 0.5 MILES WEST OF A FENCE CROSSING,
 NW0523'0.2 MILES WEST OF A TRACK ROAD NORTHWEST, AT THE NORTH END OF A 20 X
 NW0523'15 FOOT ROCK OUTCROP, 65 FEET SOUTH AND ABOUT LEVEL WITH THE
 NW0523'CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1593 ***********************************************************************
 NU1593  DESIGNATION -  53 FMK
 NU1593  PID         -  NU1593
 NU1593  STATE/COUNTY-  ID/ONEIDA
 NU1593  USGS QUAD   -  DAIRY CREEK (1968)
 NU1593
 NU1593                         *CURRENT SURVEY CONTROL
 NU1593  ___________________________________________________________________
 NU1593* NAD 83(1992)-  42 26 13.85116(N)    112 25 45.90378(W)     ADJUSTED  
 NU1593* NAVD 88     -      1714.1    (meters)    5624.     (feet)  VERTCON   
 NU1593  ___________________________________________________________________
 NU1593  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 NU1593  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 NU1593
 NU1593  HORZ ORDER  -  THIRD
 NU1593  VERT ORDER  -  THIRD ? (See Below)
 NU1593
 NU1593.The horizontal coordinates were established by classical geodetic methods
 NU1593.and adjusted by the National Geodetic Survey in July 1992..
 NU1593
 NU1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1593.The vertical order pertains to the NGVD 29 superseded value.
 NU1593
 NU1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1593
 NU1593.The geoid height was determined by GEOID03.
 NU1593
 NU1593;                    North         East     Units Scale Factor Converg.
 NU1593;SPC ID E     -    85,613.266   178,381.648   MT  0.99995312   -0 10 38.3
 NU1593;UTM  12      - 4,699,307.481   382,431.666   MT  0.99977006   -0 57 52.8
 NU1593
 NU1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1593!SPC ID E     -   0.99973332  x   0.99995312  =   0.99968645
 NU1593!UTM  12      -   0.99973332  x   0.99977006  =   0.99950344
 NU1593
 NU1593                          SUPERSEDED SURVEY CONTROL
 NU1593
 NU1593  NAD 83(1986)-  42 26 13.85118(N)    112 25 45.89672(W) AD(       ) 3
 NU1593  NAD 27      -  42 26 14.15047(N)    112 25 42.99413(W) AD(       ) 3
 NU1593  NGVD 29 (07/19/86) 1713.0    (m)         5620.     (f) LEVELING    3  
 NU1593
 NU1593.Superseded values are not recommended for survey control.
 NU1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1593.See file dsdata.txt to determine how the superseded data were derived.
 NU1593
 NU1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM8243299307(NAD 83)
 NU1593_MARKER: DB = BENCH MARK DISK
 NU1593_SETTING: 0 = UNSPECIFIED SETTING
 NU1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1593
 NU1593  HISTORY     - Date     Condition        Report By
 NU1593  HISTORY     - 1966     MONUMENTED       USGS
 NU1593
 NU1593                          STATION DESCRIPTION
 NU1593
 NU1593'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NU1593'LOCATED ABOUT 19 MI. (AIRLINE) NW. OF MALAD CITY, ABOUT 4.5 MI. N.
 NU1593'OF DANIELS.
 NU1593'
 NU1593'TO REACH FROM MALAD CITY POST OFFICE, GO 24.4 MI. NW. ALONG DAIRY
 NU1593'CREEK RD., STATION IS 200 FT S. OF T-FENCE CORNER, 18 FT. E. OF
 NU1593'AND 18 INCHES HIGHER THAN RD. IN LINE WITH FENCE.
 NU1593'
 NU1593'STATION MARK--STANDARD BENCH MARK TABLET STAMPED---53 FMK 1966---
 NU1593'ON COPPER-COATED ROD ENCLOSED BY 6-INCH SOIL PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1010 ***********************************************************************
 OY1010  DESIGNATION -  53 HLS
 OY1010  PID         -  OY1010
 OY1010  STATE/COUNTY-  ID/BUTTE
 OY1010  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1010
 OY1010                         *CURRENT SURVEY CONTROL
 OY1010  ___________________________________________________________________
 OY1010* NAD 83(1986)-  43 49 52.     (N)    112 44 14.     (W)     SCALED    
 OY1010* NAVD 88     -      1459.204  (meters)    4787.41   (feet)  ADJUSTED  
 OY1010  ___________________________________________________________________
 OY1010  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 OY1010  DYNAMIC HT  -        1458.483 (meters)    4785.04  (feet)  COMP
 OY1010  MODELED GRAV-     980,073.9   (mgal)                       NAVD 88
 OY1010
 OY1010  VERT ORDER  -  FIRST     CLASS II
 OY1010
 OY1010.The horizontal coordinates were scaled from a topographic map and have
 OY1010.an estimated accuracy of +/- 6 seconds.
 OY1010
 OY1010.The orthometric height was determined by differential leveling
 OY1010.and adjusted by the National Geodetic Survey in December 1992..
 OY1010
 OY1010.The geoid height was determined by GEOID03.
 OY1010
 OY1010.The dynamic height is computed by dividing the NAVD 88
 OY1010.geopotential number by the normal gravity value computed on the
 OY1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1010.degrees latitude (g = 980.6199 gals.).
 OY1010
 OY1010.The modeled gravity was interpolated from observed gravity values.
 OY1010
 OY1010;                    North         East    Units  Estimated Accuracy
 OY1010;SPC ID C     -   241,210.      601,560.      MT  (+/- 180 meters Scaled)
 OY1010
 OY1010                          SUPERSEDED SURVEY CONTROL
 OY1010
 OY1010  NGVD 29 (08/20/92) 1458.152  (m)         4783.95   (f) ADJUSTED    1 2
 OY1010
 OY1010.Superseded values are not recommended for survey control.
 OY1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1010.See file dsdata.txt to determine how the superseded data were derived.
 OY1010
 OY1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP603545(NAD 83)
 OY1010_MARKER: DB = BENCH MARK DISK
 OY1010_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OY1010_SP_SET: COPPER-CLAD STEEL ROD
 OY1010_STAMPING: 53 HLS 1967 4784
 OY1010_MARK LOGO: USGS  
 OY1010_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1010_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1010+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY1010
 OY1010  HISTORY     - Date     Condition        Report By
 OY1010  HISTORY     - 1967     MONUMENTED       USGS
 OY1010  HISTORY     - 19920331 GOOD             NGS
 OY1010
 OY1010                          STATION DESCRIPTION
 OY1010
 OY1010'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1010'FROM THE POST OFFICE IN HOWE, IDAHO PROCEED 8.5 MILES EAST ALONG
 OY1010'HIGHWAYS 22 AND 88, THENCE 5.1 MILES NORTHEAST ALONG POWER LINE
 OY1010'SERVICE ROAD, 0.1 MILE NORTHEAST OF A CROSSROAD, 0.1 MILE SOUTHWEST
 OY1010'OF THE CROSSROAD, 0.2 MILES SOUTHWEST OF A POWER POLE MARKED -28- ON
 OY1010'CROSSBAR, 135 FEET SOUTHWEST OF A SHALLOW DRY CANAL, 91 FEET
 OY1010'SOUTHEAST OF THE SERVICE ROAD, 80 FEET EAST OF A POWER POLE, 15 FEET
 OY1010'NORTH OF A TRACK ROAD, 2 FEET NORTH OF A WITNESS POST, SET ON A
 OY1010'COPPER-COATED ROD (DRIVEN TO REFUSAL) FLUSH WITH THE GROUND.
 OY1010
 OY1010                          STATION RECOVERY (1992)
 OY1010
 OY1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1010'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1010'OFFICE IN HOWE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY
 OY1010'22, THENCE 8.3 KM (5.15 MI) NORTHEASTERLY ALONG A DIRT ROAD, 28.7 M
 OY1010'(94.2 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTER, AND 0.8 M (2.6
 OY1010'FT) NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 OY1010'6-INCH PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS
 OY1010'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0427 ***********************************************************************
 RY0427  DESIGNATION -  5301.3
 RY0427  PID         -  RY0427
 RY0427  STATE/COUNTY-  ID/IDAHO
 RY0427  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0427
 RY0427                         *CURRENT SURVEY CONTROL
 RY0427  ___________________________________________________________________
 RY0427* NAD 83(1986)-  46 25 28.     (N)    115 33 38.     (W)     SCALED    
 RY0427* NAVD 88     -      1616.992  (meters)    5305.08   (feet)  ADJUSTED  
 RY0427  ___________________________________________________________________
 RY0427  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 RY0427  DYNAMIC HT  -        1616.528 (meters)    5303.56  (feet)  COMP
 RY0427  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 RY0427
 RY0427  VERT ORDER  -  FIRST     CLASS II
 RY0427
 RY0427.The horizontal coordinates were scaled from a topographic map and have
 RY0427.an estimated accuracy of +/- 6 seconds.
 RY0427
 RY0427.The orthometric height was determined by differential leveling
 RY0427.and adjusted by the National Geodetic Survey in June 1991..
 RY0427
 RY0427.The geoid height was determined by GEOID03.
 RY0427
 RY0427.The dynamic height is computed by dividing the NAVD 88
 RY0427.geopotential number by the normal gravity value computed on the
 RY0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0427.degrees latitude (g = 980.6199 gals.).
 RY0427
 RY0427.The modeled gravity was interpolated from observed gravity values.
 RY0427
 RY0427;                    North         East    Units  Estimated Accuracy
 RY0427;SPC ID W     -   528,630.      814,560.      MT  (+/- 180 meters Scaled)
 RY0427
 RY0427                          SUPERSEDED SURVEY CONTROL
 RY0427
 RY0427  NGVD 29 (??/??/92) 1615.720  (m)         5300.91   (f) ADJ UNCH    1 2
 RY0427
 RY0427.Superseded values are not recommended for survey control.
 RY0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0427.See file dsdata.txt to determine how the superseded data were derived.
 RY0427
 RY0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM106422(NAD 83)
 RY0427_MARKER: N = NAIL
 RY0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0427_SP_SET: TREE
 RY0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0427
 RY0427  HISTORY     - Date     Condition        Report By
 RY0427  HISTORY     - UNK      MONUMENTED       USGS
 RY0427  HISTORY     - 1950     GOOD             NGS
 RY0427
 RY0427                          STATION DESCRIPTION
 RY0427
 RY0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0427'24.3 MI E FROM PIERCE.
 RY0427'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0427'PIERCE, THENCE 23.6 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, AT
 RY0427'BEAVER DAM SADDLE, 71.8 FEET SOUTHWEST OF Y 60, 65.7 FEET NORTHEAST OF
 RY0427'A SIGN READING TRAIL NO.41 AND LOLO FORKS 10, 19 FEET NORTH OF THE
 RY0427'CENTER LINE OF THE ROAD, 16.2 FEET EAST OF A SIGN READING BEAVER DAM
 RY0427'SADDLE PIERCE 24 WEITAS 26 BUNGALOW RANGER STATION 28, IN THE
 RY0427'SOUTHEAST BASE OF A DEAD WHITE FIR TREE WITH A 6-INCH HEMLOCK TREE
 RY0427'GROWING AT ITS SOUTHWEST SIDE, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
 RY0427'NOTE-- MARK IS LOOSE AND WAS USED AS AN EXTRA FORE-SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0497 ***********************************************************************
 OY0497  DESIGNATION -  5302
 OY0497  PID         -  OY0497
 OY0497  STATE/COUNTY-  ID/BUTTE
 OY0497  USGS QUAD   -  BUTTE CITY (1972)
 OY0497
 OY0497                         *CURRENT SURVEY CONTROL
 OY0497  ___________________________________________________________________
 OY0497* NAD 83(1986)-  43 35 40.     (N)    113 14 29.     (W)     SCALED    
 OY0497* NAVD 88     -      1617.001  (meters)    5305.11   (feet)  ADJUSTED  
 OY0497  ___________________________________________________________________
 OY0497  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 OY0497  DYNAMIC HT  -        1616.103 (meters)    5302.16  (feet)  COMP
 OY0497  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 OY0497
 OY0497  VERT ORDER  -  FIRST     CLASS II
 OY0497
 OY0497.The horizontal coordinates were scaled from a topographic map and have
 OY0497.an estimated accuracy of +/- 6 seconds.
 OY0497
 OY0497.The orthometric height was determined by differential leveling
 OY0497.and adjusted by the National Geodetic Survey in December 1992..
 OY0497
 OY0497.The geoid height was determined by GEOID03.
 OY0497
 OY0497.The dynamic height is computed by dividing the NAVD 88
 OY0497.geopotential number by the normal gravity value computed on the
 OY0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0497.degrees latitude (g = 980.6199 gals.).
 OY0497
 OY0497.The modeled gravity was interpolated from observed gravity values.
 OY0497
 OY0497;                    North         East    Units  Estimated Accuracy
 OY0497;SPC ID C     -   214,420.      561,260.      MT  (+/- 180 meters Scaled)
 OY0497
 OY0497                          SUPERSEDED SURVEY CONTROL
 OY0497
 OY0497  NAVD 88 (06/15/91) 1617.004  (m)         5305.12   (f) UNKNOWN     1 2
 OY0497  NGVD 29 (08/20/92) 1615.914  (m)         5301.54   (f) ADJUSTED    1 2
 OY0497
 OY0497.Superseded values are not recommended for survey control.
 OY0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0497.See file dsdata.txt to determine how the superseded data were derived.
 OY0497
 OY0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP190292(NAD 83)
 OY0497_MARKER: DB = BENCH MARK DISK
 OY0497_SETTING: 66 = SET IN ROCK OUTCROP
 OY0497_SP_SET: BEDROCK
 OY0497_STAMPING: 5302 1912 20
 OY0497_MARK LOGO: USGS  
 OY0497_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0497+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0497
 OY0497  HISTORY     - Date     Condition        Report By
 OY0497  HISTORY     - 1912     MONUMENTED       USGS
 OY0497  HISTORY     - 1948     GOOD             NGS
 OY0497  HISTORY     - 19920619 GOOD             NGS
 OY0497
 OY0497                          STATION DESCRIPTION
 OY0497
 OY0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0497'4.7 MI SE FROM ARCO.
 OY0497'ABOUT 4.7 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OY0497'THE STATION AT ARCO, ABOUT 15 RAILS SOUTHEAST OF MILEPOST NO.55, ABOUT
 OY0497'20 RAILS SOUTHEAST OF A DIRT ROAD CROSSING, AT THE WEST END OF A LAVA
 OY0497'ROCK CUT, 8.0 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF A LAVA
 OY0497'ROCK OUTCROP PROJECTING 1.0 FOOT ABOVE THE GROUND.
 OY0497
 OY0497                          STATION RECOVERY (1992)
 OY0497
 OY0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0497'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0497'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 2.4 KM (1.50 MI)
 OY0497'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, NEAR THE SOUTHEAST
 OY0497'END OF A 2 BY 3-FOOT EXPOSED AREA OF BEDROCK IN A RAILROAD CUT, 2.1 M
 OY0497'(6.9 FT) NORTHEAST OF THE NEAR RAIL, 1.7 M (5.6 FT) SOUTHEAST OF THE
 OY0497'NORTHWEST END OF THE CUT, AND 0.1 M (0.3 FT) BELOW THE LEVEL OF THE
 OY0497'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0050 ***********************************************************************
 QA0050  DESIGNATION -  5310
 QA0050  PID         -  QA0050
 QA0050  STATE/COUNTY-  ID/CUSTER
 QA0050  USGS QUAD   -  BRADBURY FLAT (1963)
 QA0050
 QA0050                         *CURRENT SURVEY CONTROL
 QA0050  ___________________________________________________________________
 QA0050* NAD 83(1986)-  44 26 30.     (N)    114 08 23.     (W)     SCALED    
 QA0050* NAVD 88     -      1619.709  (meters)    5314.00   (feet)  ADJUSTED  
 QA0050  ___________________________________________________________________
 QA0050  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 QA0050  DYNAMIC HT  -        1618.846 (meters)    5311.16  (feet)  COMP
 QA0050  MODELED GRAV-     980,028.5   (mgal)                       NAVD 88
 QA0050
 QA0050  VERT ORDER  -  FIRST     CLASS II
 QA0050
 QA0050.The horizontal coordinates were scaled from a topographic map and have
 QA0050.an estimated accuracy of +/- 6 seconds.
 QA0050
 QA0050.The orthometric height was determined by differential leveling
 QA0050.and adjusted by the National Geodetic Survey in June 1991..
 QA0050
 QA0050.The geoid height was determined by GEOID03.
 QA0050
 QA0050.The dynamic height is computed by dividing the NAVD 88
 QA0050.geopotential number by the normal gravity value computed on the
 QA0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0050.degrees latitude (g = 980.6199 gals.).
 QA0050
 QA0050.The modeled gravity was interpolated from observed gravity values.
 QA0050
 QA0050;                    North         East    Units  Estimated Accuracy
 QA0050;SPC ID C     -   308,280.      488,880.      MT  (+/- 180 meters Scaled)
 QA0050
 QA0050                          SUPERSEDED SURVEY CONTROL
 QA0050
 QA0050  NGVD 29 (??/??/92) 1618.475  (m)         5309.95   (f) ADJ UNCH    1 2
 QA0050
 QA0050.Superseded values are not recommended for survey control.
 QA0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0050.See file dsdata.txt to determine how the superseded data were derived.
 QA0050
 QA0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK276249(NAD 83)
 QA0050_MARKER: P = PIPE CAP
 QA0050_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QA0050_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QA0050_STAMPING: 5310 1912 47
 QA0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0050
 QA0050  HISTORY     - Date     Condition        Report By
 QA0050  HISTORY     - 1912     MONUMENTED       USGS
 QA0050  HISTORY     - 1934     GOOD             NGS
 QA0050
 QA0050                          STATION DESCRIPTION
 QA0050
 QA0050'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 QA0050'7.3 MI SE FROM CHALLIS.
 QA0050'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY 27 (NOW U.S. HIGHWAY 93 ALT.)
 QA0050'FROM CHALLIS, CUSTER COUNTY, 4.1 MILES SOUTHEAST OF THE NEW BRIDGE
 QA0050'OVER SALMON RIVER, IN THE SADDLEBACK OF A RIDGE, 600 FEET SOUTHEAST OF
 QA0050'THE ABANDONED VAN CAMP RANCH HOUSE, 300 FEET SOUTH OF WARM SPRING
 QA0050'CREE, 30 FEET SOUTHWEST OF AN ABANDONED ROAD, AND 10 FEET SOUTHWEST OF
 QA0050'A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5310
 QA0050'1912 47 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1
 QA0050'FOOT ABOVE GROUND.
 QA0050
 QA0050                          STATION RECOVERY (1934)
 QA0050
 QA0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QA0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0004 ***********************************************************************
 OZ0004  DESIGNATION -  5313.3
 OZ0004  PID         -  OZ0004
 OZ0004  STATE/COUNTY-  ID/BLAINE
 OZ0004  USGS QUAD   -  HAILEY (1967)
 OZ0004
 OZ0004                         *CURRENT SURVEY CONTROL
 OZ0004  ___________________________________________________________________
 OZ0004* NAD 83(1986)-  43 30 48.     (N)    114 18 08.     (W)     SCALED    
 OZ0004* NAVD 88     -      1621.014  (meters)    5318.28   (feet)  ADJUSTED  
 OZ0004  ___________________________________________________________________
 OZ0004  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 OZ0004  DYNAMIC HT  -        1620.071 (meters)    5315.18  (feet)  COMP
 OZ0004  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 OZ0004
 OZ0004  VERT ORDER  -  FIRST     CLASS II
 OZ0004
 OZ0004.This mark is at Friedman Mem Airport (SUN)
 OZ0004
 OZ0004.The horizontal coordinates were scaled from a topographic map and have
 OZ0004.an estimated accuracy of +/- 6 seconds.
 OZ0004
 OZ0004.The orthometric height was determined by differential leveling
 OZ0004.and adjusted by the National Geodetic Survey in June 1991..
 OZ0004
 OZ0004.The geoid height was determined by GEOID03.
 OZ0004
 OZ0004.The dynamic height is computed by dividing the NAVD 88
 OZ0004.geopotential number by the normal gravity value computed on the
 OZ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0004.degrees latitude (g = 980.6199 gals.).
 OZ0004
 OZ0004.The modeled gravity was interpolated from observed gravity values.
 OZ0004
 OZ0004;                    North         East    Units  Estimated Accuracy
 OZ0004;SPC ID C     -   205,170.      475,560.      MT  (+/- 180 meters Scaled)
 OZ0004
 OZ0004                          SUPERSEDED SURVEY CONTROL
 OZ0004
 OZ0004  NGVD 29 (??/??/92) 1619.881  (m)         5314.56   (f) ADJ UNCH    1 2
 OZ0004
 OZ0004.Superseded values are not recommended for survey control.
 OZ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0004.See file dsdata.txt to determine how the superseded data were derived.
 OZ0004
 OZ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ180213(NAD 83)
 OZ0004_MARKER: Q = CHISELED SQUARE
 OZ0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0004_SP_SET: CULVERT
 OZ0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0004
 OZ0004  HISTORY     - Date     Condition        Report By
 OZ0004  HISTORY     - UNK      MONUMENTED       USGS
 OZ0004  HISTORY     - 1950     GOOD             NGS
 OZ0004
 OZ0004                          STATION DESCRIPTION
 OZ0004
 OZ0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0004'0.6 MI E FROM HAILEY.
 OZ0004'0.6 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OZ0004'HAILEY, ABOUT 150 YARDS NORTHWEST OF THE HANGAR AT FRIEDMAN MEMORIAL
 OZ0004'AIRPORT, 106.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AT A 2 - BY-3
 OZ0004'FOOT CONCRETE ARCH CULVERT UNDER A GRAVELED STREET, ON TOP OF THE
 OZ0004'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL, 58 FEET NORTH OF
 OZ0004'THE CENTER LINE OF U.S. HIGHWAY 93, 11 FEET SOUTHWEST OF THE CENTER
 OZ0004'LINE OF THE GRAVEL ROAD, ABOUT 3 FEET LOWER THAN THE TRACKS, ABOUT
 OZ0004'LEVEL WITH THE HIGHWAY, AND MARKED BY THE BLACK PAINTED LETTERS AND
 OZ0004'NUMBERS US 5313.3 BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0067 ***********************************************************************
 OZ0067  DESIGNATION -  5316.2
 OZ0067  PID         -  OZ0067
 OZ0067  STATE/COUNTY-  ID/BLAINE
 OZ0067  USGS QUAD   -  HAILEY (1967)
 OZ0067
 OZ0067                         *CURRENT SURVEY CONTROL
 OZ0067  ___________________________________________________________________
 OZ0067* NAD 83(1986)-  43 31 01.     (N)    114 19 18.     (W)     SCALED    
 OZ0067* NAVD 88     -      1621.963  (meters)    5321.39   (feet)  ADJUSTED  
 OZ0067  ___________________________________________________________________
 OZ0067  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 OZ0067  DYNAMIC HT  -        1621.019 (meters)    5318.29  (feet)  COMP
 OZ0067  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 OZ0067
 OZ0067  VERT ORDER  -  SECOND    CLASS 0
 OZ0067
 OZ0067.The horizontal coordinates were scaled from a topographic map and have
 OZ0067.an estimated accuracy of +/- 6 seconds.
 OZ0067
 OZ0067.The orthometric height was determined by differential leveling
 OZ0067.and adjusted by the National Geodetic Survey in June 1991..
 OZ0067
 OZ0067.The geoid height was determined by GEOID03.
 OZ0067
 OZ0067.The dynamic height is computed by dividing the NAVD 88
 OZ0067.geopotential number by the normal gravity value computed on the
 OZ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0067.degrees latitude (g = 980.6199 gals.).
 OZ0067
 OZ0067.The modeled gravity was interpolated from observed gravity values.
 OZ0067
 OZ0067;                    North         East    Units  Estimated Accuracy
 OZ0067;SPC ID C     -   205,580.      473,990.      MT  (+/- 180 meters Scaled)
 OZ0067
 OZ0067                          SUPERSEDED SURVEY CONTROL
 OZ0067
 OZ0067  NGVD 29 (??/??/92) 1620.832  (m)         5317.68   (f) ADJ UNCH    2 0
 OZ0067
 OZ0067.Superseded values are not recommended for survey control.
 OZ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0067.See file dsdata.txt to determine how the superseded data were derived.
 OZ0067
 OZ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ164217(NAD 83)
 OZ0067_MARKER: Q = CHISELED SQUARE
 OZ0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0067_SP_SET: BRIDGE
 OZ0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0067
 OZ0067  HISTORY     - Date     Condition        Report By
 OZ0067  HISTORY     - UNK      MONUMENTED       USGS
 OZ0067  HISTORY     - 1950     GOOD             NGS
 OZ0067
 OZ0067                          STATION DESCRIPTION
 OZ0067
 OZ0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0067'0.6 MI SW FROM HAILEY.
 OZ0067'0.1 MILE NORTHWEST ALONG FIRST AVENUE FROM THE COUNTY COURTHOUSE AT
 OZ0067'HAILEY, THENCE 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 22, AT THE
 OZ0067'SOUTHWEST END OF A STEEL BRIDGE OVER BIG WOOD RIVER, ON TOP OF THE
 OZ0067'NORTHWEST RETAINING WALL, 17 FEET NORTHWEST OF THE CENTER LINE OF THE
 OZ0067'HIGHWAY, 10.6 FEET WEST OF THE WEST CORNER OF THE BRIDGE, ABOUT 3 FEET
 OZ0067'HIGHER THAN THE HIGHWAY, AND MARKED BY THE WHITE PAINTED LETTERS AND
 OZ0067'NUMBERS US 5316.2 BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0120 ***********************************************************************
 NU0120  DESIGNATION -  5320
 NU0120  PID         -  NU0120
 NU0120  STATE/COUNTY-  ID/POWER
 NU0120  USGS QUAD   -  CLIFTON CREEK (1968)
 NU0120
 NU0120                         *CURRENT SURVEY CONTROL
 NU0120  ___________________________________________________________________
 NU0120* NAD 83(1986)-  42 39 12.     (N)    112 28 39.     (W)     SCALED    
 NU0120* NAVD 88     -      1622.578  (meters)    5323.41   (feet)  ADJUSTED  
 NU0120  ___________________________________________________________________
 NU0120  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 NU0120  DYNAMIC HT  -        1621.526 (meters)    5319.96  (feet)  COMP
 NU0120  MODELED GRAV-     979,914.8   (mgal)                       NAVD 88
 NU0120
 NU0120  VERT ORDER  -  SECOND    CLASS 0
 NU0120
 NU0120.The horizontal coordinates were scaled from a topographic map and have
 NU0120.an estimated accuracy of +/- 6 seconds.
 NU0120
 NU0120.The orthometric height was determined by differential leveling
 NU0120.and adjusted by the National Geodetic Survey in June 1991..
 NU0120
 NU0120.The geoid height was determined by GEOID03.
 NU0120
 NU0120.The dynamic height is computed by dividing the NAVD 88
 NU0120.geopotential number by the normal gravity value computed on the
 NU0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0120.degrees latitude (g = 980.6199 gals.).
 NU0120
 NU0120.The modeled gravity was interpolated from observed gravity values.
 NU0120
 NU0120;                    North         East    Units  Estimated Accuracy
 NU0120;SPC ID E     -   109,640.      174,510.      MT  (+/- 180 meters Scaled)
 NU0120
 NU0120                          SUPERSEDED SURVEY CONTROL
 NU0120
 NU0120  NGVD 29 (??/??/92) 1621.448  (m)         5319.70   (f) ADJ UNCH    2 0
 NU0120
 NU0120.Superseded values are not recommended for survey control.
 NU0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0120.See file dsdata.txt to determine how the superseded data were derived.
 NU0120
 NU0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN788233(NAD 83)
 NU0120_MARKER: Q = CHISELED SQUARE
 NU0120_SETTING: 80 = SET IN A BOULDER
 NU0120_SP_SET: BOULDER
 NU0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0120+STABILITY: SURFACE MOTION
 NU0120
 NU0120  HISTORY     - Date     Condition        Report By
 NU0120  HISTORY     - UNK      MONUMENTED       USGS
 NU0120  HISTORY     - 1960     GOOD             NGS
 NU0120
 NU0120                          STATION DESCRIPTION
 NU0120
 NU0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0120'7.3 MI SW FROM BANNOCK RANGER STATION.
 NU0120'IN POWER COUNTY, ABOUT 7.3 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM
 NU0120'BANNOCK RANGER STATION, BANNOCK COUNTY, ABOUT 3.8 MILES SOUTHWEST OF
 NU0120'MINK CREEK SUMMIT, ABOUT 450 FEET NORTHWEST OF A RANCH HOUSE, ON THE
 NU0120'TOP OF A NEARLY BURIED BOULDER ON A HILLSIDE, 75 FEET NORTH OF THE
 NU0120'CENTER LINE OF THE HIGHWAY, AND 55 FEET NORTH OF A FENCE. A CHISELED
 NU0120'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0005 ***********************************************************************
 OZ0005  DESIGNATION -  5328
 OZ0005  PID         -  OZ0005
 OZ0005  STATE/COUNTY-  ID/BLAINE
 OZ0005  USGS QUAD   -  HAILEY (1967)
 OZ0005
 OZ0005                         *CURRENT SURVEY CONTROL
 OZ0005  ___________________________________________________________________
 OZ0005* NAD 83(1986)-  43 31 09.     (N)    114 18 46.     (W)     SCALED    
 OZ0005* NAVD 88     -      1625.481  (meters)    5332.93   (feet)  ADJUSTED  
 OZ0005  ___________________________________________________________________
 OZ0005  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 OZ0005  DYNAMIC HT  -        1624.535 (meters)    5329.83  (feet)  COMP
 OZ0005  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 OZ0005
 OZ0005  VERT ORDER  -  FIRST     CLASS II
 OZ0005
 OZ0005.The horizontal coordinates were scaled from a topographic map and have
 OZ0005.an estimated accuracy of +/- 6 seconds.
 OZ0005
 OZ0005.The orthometric height was determined by differential leveling
 OZ0005.and adjusted by the National Geodetic Survey in June 1991..
 OZ0005
 OZ0005.The geoid height was determined by GEOID03.
 OZ0005
 OZ0005.The dynamic height is computed by dividing the NAVD 88
 OZ0005.geopotential number by the normal gravity value computed on the
 OZ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0005.degrees latitude (g = 980.6199 gals.).
 OZ0005
 OZ0005.The modeled gravity was interpolated from observed gravity values.
 OZ0005
 OZ0005;                    North         East    Units  Estimated Accuracy
 OZ0005;SPC ID C     -   205,820.      474,710.      MT  (+/- 180 meters Scaled)
 OZ0005
 OZ0005                          SUPERSEDED SURVEY CONTROL
 OZ0005
 OZ0005  NGVD 29 (??/??/92) 1624.346  (m)         5329.21   (f) ADJ UNCH    1 2
 OZ0005
 OZ0005.Superseded values are not recommended for survey control.
 OZ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0005.See file dsdata.txt to determine how the superseded data were derived.
 OZ0005
 OZ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ171219(NAD 83)
 OZ0005_MARKER: P = PIPE CAP
 OZ0005_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OZ0005_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OZ0005_STAMPING: 5328
 OZ0005_MARK LOGO: USGS  
 OZ0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0005+STABILITY: SURFACE MOTION
 OZ0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OZ0005+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 OZ0005
 OZ0005  HISTORY     - Date     Condition        Report By
 OZ0005  HISTORY     - UNK      MONUMENTED       USGS
 OZ0005  HISTORY     - 1950     GOOD             NGS
 OZ0005  HISTORY     - 19950915 GOOD             NGS
 OZ0005  HISTORY     - 20060914 GOOD             USGS
 OZ0005
 OZ0005                          STATION DESCRIPTION
 OZ0005
 OZ0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0005'IN HAILEY.
 OZ0005'AT HAILEY, AT THE COUNTY COURTHOUSE, AT THE INTERSECTION OF CROY
 OZ0005'STREET AND FIRST AVENUE, 0.4 FOOT WEST OF THE WEST CORNER OF THE
 OZ0005'COURTHOUSE, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE ENCASED IN
 OZ0005'CONCRETE PROJECTING 1.1 FEET ABOVE THE GROUND.
 OZ0005
 OZ0005                          STATION RECOVERY (1995)
 OZ0005
 OZ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 OZ0005'RECOVERED AS DESCRIBED.
 OZ0005
 OZ0005                          STATION RECOVERY (2006)
 OZ0005
 OZ0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0771 ***********************************************************************
 OZ0771  DESIGNATION -  5328.1
 OZ0771  PID         -  OZ0771
 OZ0771  STATE/COUNTY-  ID/BOISE
 OZ0771  USGS QUAD   -  BIG OWL CREEK (1972)
 OZ0771
 OZ0771                         *CURRENT SURVEY CONTROL
 OZ0771  ___________________________________________________________________
 OZ0771* NAD 83(1986)-  43 58 19.     (N)    115 35 04.     (W)     SCALED    
 OZ0771* NAVD 88     -      1624.937  (meters)    5331.15   (feet)  ADJUSTED  
 OZ0771  ___________________________________________________________________
 OZ0771  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 OZ0771  DYNAMIC HT  -        1624.044 (meters)    5328.22  (feet)  COMP
 OZ0771  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 OZ0771
 OZ0771  VERT ORDER  -  SECOND    CLASS 0
 OZ0771
 OZ0771.The horizontal coordinates were scaled from a topographic map and have
 OZ0771.an estimated accuracy of +/- 6 seconds.
 OZ0771
 OZ0771.The orthometric height was determined by differential leveling
 OZ0771.and adjusted by the National Geodetic Survey in June 1991..
 OZ0771
 OZ0771.The geoid height was determined by GEOID03.
 OZ0771
 OZ0771.The dynamic height is computed by dividing the NAVD 88
 OZ0771.geopotential number by the normal gravity value computed on the
 OZ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0771.degrees latitude (g = 980.6199 gals.).
 OZ0771
 OZ0771.The modeled gravity was interpolated from observed gravity values.
 OZ0771
 OZ0771;                    North         East    Units  Estimated Accuracy
 OZ0771;SPC ID W     -   256,090.      813,280.      MT  (+/- 180 meters Scaled)
 OZ0771
 OZ0771                          SUPERSEDED SURVEY CONTROL
 OZ0771
 OZ0771  NGVD 29 (??/??/92) 1623.729  (m)         5327.18   (f) ADJ UNCH    2 0
 OZ0771
 OZ0771.Superseded values are not recommended for survey control.
 OZ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0771.See file dsdata.txt to determine how the superseded data were derived.
 OZ0771
 OZ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ135697(NAD 83)
 OZ0771_MARKER: N = NAIL
 OZ0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0771_SP_SET: TREE
 OZ0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0771
 OZ0771  HISTORY     - Date     Condition        Report By
 OZ0771  HISTORY     - UNK      MONUMENTED       USGS
 OZ0771  HISTORY     - 1950     GOOD             NGS
 OZ0771
 OZ0771                          STATION DESCRIPTION
 OZ0771
 OZ0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0771'1.6 MI E FROM BEAVER CREEK GUARD STATION.
 OZ0771'1.6 MILES EAST ALONG A FOREST SERVICE ROAD FROM THE BEAVER CREEK
 OZ0771'GUARD STATION, AT A SUMMIT OF THE GRADE, 99 FEET SOUTHWEST OF AND
 OZ0771'ACROSS THE ROAD FROM BENCH MARK 105 E (USGS), 35 FEET SOUTH OF THE
 OZ0771'CENTER LINE OF THE ROAD, IN THE TOP OF A ROOT ON THE NORTHEAST SIDE
 OZ0771'OF A 24-INCH PINE TREE, ABOUT 5 FEET HIGHER THAN THE ROAD, AND MARKED
 OZ0771'BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0494 ***********************************************************************
 OY0494  DESIGNATION -  5332
 OY0494  PID         -  OY0494
 OY0494  STATE/COUNTY-  ID/BUTTE
 OY0494  USGS QUAD   -  ARCO SOUTH (1972)
 OY0494
 OY0494                         *CURRENT SURVEY CONTROL
 OY0494  ___________________________________________________________________
 OY0494* NAD 83(1986)-  43 37 24.     (N)    113 16 51.     (W)     SCALED    
 OY0494* NAVD 88     -      1626.026  (meters)    5334.72   (feet)  ADJUSTED  
 OY0494  ___________________________________________________________________
 OY0494  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 OY0494  DYNAMIC HT  -        1625.113 (meters)    5331.72  (feet)  COMP
 OY0494  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 OY0494
 OY0494  VERT ORDER  -  FIRST     CLASS II
 OY0494
 OY0494.The horizontal coordinates were scaled from a topographic map and have
 OY0494.an estimated accuracy of +/- 6 seconds.
 OY0494
 OY0494.The orthometric height was determined by differential leveling
 OY0494.and adjusted by the National Geodetic Survey in June 1991..
 OY0494
 OY0494.The geoid height was determined by GEOID03.
 OY0494
 OY0494.The dynamic height is computed by dividing the NAVD 88
 OY0494.geopotential number by the normal gravity value computed on the
 OY0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0494.degrees latitude (g = 980.6199 gals.).
 OY0494
 OY0494.The modeled gravity was interpolated from observed gravity values.
 OY0494
 OY0494;                    North         East    Units  Estimated Accuracy
 OY0494;SPC ID C     -   217,600.      558,040.      MT  (+/- 180 meters Scaled)
 OY0494
 OY0494                          SUPERSEDED SURVEY CONTROL
 OY0494
 OY0494  NGVD 29 (08/20/92) 1624.926  (m)         5331.11   (f) ADJUSTED    1 2
 OY0494
 OY0494.Superseded values are not recommended for survey control.
 OY0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0494.See file dsdata.txt to determine how the superseded data were derived.
 OY0494
 OY0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP159325(NAD 83)
 OY0494_MARKER: DB = BENCH MARK DISK
 OY0494_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OY0494_SP_SET: HEADWALL
 OY0494_STAMPING: 5332 1912 21
 OY0494_MARK LOGO: USGS  
 OY0494_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0494+STABILITY: SURFACE MOTION
 OY0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0494+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2001
 OY0494
 OY0494  HISTORY     - Date     Condition        Report By
 OY0494  HISTORY     - 1912     MONUMENTED       USGS
 OY0494  HISTORY     - 1936     GOOD             NGS
 OY0494  HISTORY     - 19920619 GOOD             NGS
 OY0494  HISTORY     - 20011126 GOOD             IDTD
 OY0494
 OY0494                          STATION DESCRIPTION
 OY0494
 OY0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0494'1.7 MI SE FROM ARCO.
 OY0494'1.7 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0494'STATION AT ARCO, BUTTE COUNTY, 0.3 MILE SOUTHEAST OF MILEPOST 58, AT
 OY0494'CONCRETE SIPHON 57.68 UNDER THE TRACK, IN THE TOP OF THE COLLAR, AND
 OY0494'18 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES
 OY0494'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5332 1912 21.
 OY0494
 OY0494                          STATION RECOVERY (1992)
 OY0494
 OY0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0494'2.2 KM (1.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0494'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, IN TOP OF AND 0.1 M (0.3
 OY0494'FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL
 OY0494'OF A CULVERT, 28.2 M (92.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 OY0494'4.8 M (15.7 FT) SOUTHWEST OF THE NEAR RAIL OF THE UNION PACIFIC
 OY0494'RAILROAD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 OY0494
 OY0494                          STATION RECOVERY (2001)
 OY0494
 OY0494'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JK)
 OY0494'THE MARK IS LEFT (NORTHEAST) OF US20-26 MILEPOST 249.896.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0453 ***********************************************************************
 NU0453  DESIGNATION -  5333
 NU0453  PID         -  NU0453
 NU0453  STATE/COUNTY-  ID/POWER
 NU0453  USGS QUAD   -  BUIST (1973)
 NU0453
 NU0453                         *CURRENT SURVEY CONTROL
 NU0453  ___________________________________________________________________
 NU0453* NAD 83(1986)-  42 21 29.     (N)    112 36 04.     (W)     SCALED    
 NU0453* NAVD 88     -      1626.489  (meters)    5336.24   (feet)  ADJUSTED  
 NU0453  ___________________________________________________________________
 NU0453  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 NU0453  DYNAMIC HT  -        1625.397 (meters)    5332.66  (feet)  COMP
 NU0453  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 NU0453
 NU0453  VERT ORDER  -  SECOND    CLASS 0
 NU0453
 NU0453.The horizontal coordinates were scaled from a topographic map and have
 NU0453.an estimated accuracy of +/- 6 seconds.
 NU0453
 NU0453.The orthometric height was determined by differential leveling
 NU0453.and adjusted by the National Geodetic Survey in June 1991..
 NU0453
 NU0453.The geoid height was determined by GEOID03.
 NU0453
 NU0453.The dynamic height is computed by dividing the NAVD 88
 NU0453.geopotential number by the normal gravity value computed on the
 NU0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0453.degrees latitude (g = 980.6199 gals.).
 NU0453
 NU0453.The modeled gravity was interpolated from observed gravity values.
 NU0453
 NU0453;                    North         East    Units  Estimated Accuracy
 NU0453;SPC ID E     -    76,880.      164,210.      MT  (+/- 180 meters Scaled)
 NU0453
 NU0453                          SUPERSEDED SURVEY CONTROL
 NU0453
 NU0453  NGVD 29 (??/??/92) 1625.364  (m)         5332.55   (f) ADJ UNCH    2 0
 NU0453
 NU0453.Superseded values are not recommended for survey control.
 NU0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0453.See file dsdata.txt to determine how the superseded data were derived.
 NU0453
 NU0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM681907(NAD 83)
 NU0453_MARKER: P = PIPE CAP
 NU0453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0453_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0453
 NU0453  HISTORY     - Date     Condition        Report By
 NU0453  HISTORY     - UNK      MONUMENTED       USGS
 NU0453  HISTORY     - 1934     GOOD             NGS
 NU0453
 NU0453                          STATION DESCRIPTION
 NU0453
 NU0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0453'8.2 MI SW FROM ARBON.
 NU0453'8.2 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE LATTER DAY SAINTS
 NU0453'CHURCH AT ARBON, POWER COUNTY, AND 25 FEET NORTH OF THE CENTER LINE OF
 NU0453'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED
 NU0453'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0975 ***********************************************************************
 NU0975  DESIGNATION -  5333.48
 NU0975  PID         -  NU0975
 NU0975  STATE/COUNTY-  ID/CASSIA
 NU0975  USGS QUAD   -  STREVELL (1985)
 NU0975
 NU0975                         *CURRENT SURVEY CONTROL
 NU0975  ___________________________________________________________________
 NU0975* NAD 83(1986)-  42 02 36.     (N)    113 13 51.     (W)     SCALED    
 NU0975* NAVD 88     -      1575.768  (meters)    5169.83   (feet)  ADJUSTED  
 NU0975  ___________________________________________________________________
 NU0975  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NU0975  DYNAMIC HT  -        1574.681 (meters)    5166.27  (feet)  COMP
 NU0975  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 NU0975
 NU0975  VERT ORDER  -  FIRST     CLASS II
 NU0975
 NU0975.The horizontal coordinates were scaled from a topographic map and have
 NU0975.an estimated accuracy of +/- 6 seconds.
 NU0975
 NU0975.The orthometric height was determined by differential leveling
 NU0975.and adjusted by the National Geodetic Survey in June 1991..
 NU0975
 NU0975.The geoid height was determined by GEOID03.
 NU0975
 NU0975.The dynamic height is computed by dividing the NAVD 88
 NU0975.geopotential number by the normal gravity value computed on the
 NU0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0975.degrees latitude (g = 980.6199 gals.).
 NU0975
 NU0975.The modeled gravity was interpolated from observed gravity values.
 NU0975
 NU0975;                    North         East    Units  Estimated Accuracy
 NU0975;SPC ID C     -    42,120.      563,680.      MT  (+/- 180 meters Scaled)
 NU0975
 NU0975                          SUPERSEDED SURVEY CONTROL
 NU0975
 NU0975  NGVD 29 (??/??/92) 1574.677  (m)         5166.25   (f) ADJ UNCH    1 2
 NU0975
 NU0975.Superseded values are not recommended for survey control.
 NU0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0975.See file dsdata.txt to determine how the superseded data were derived.
 NU0975
 NU0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM153569(NAD 83)
 NU0975_MARKER: DB = BENCH MARK DISK
 NU0975_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU0975_SP_SET: PREFAB CONC. POST IN EARTH
 NU0975_STAMPING: BM 5333.48
 NU0975_MARK LOGO: IDPWD 
 NU0975_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0975
 NU0975  HISTORY     - Date     Condition        Report By
 NU0975  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0975  HISTORY     - 1957     GOOD             USGS
 NU0975  HISTORY     - 19741015 GOOD             USGS
 NU0975
 NU0975                          STATION DESCRIPTION
 NU0975
 NU0975'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0975'2.7 MI NW FROM STREVELL.
 NU0975'2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 30 S FROM THE AIRWAY FIELD AT
 NU0975'STREVELL, AT N R H 131 B POST, AND 39 FEET EAST OF THE CENTERLINE OF
 NU0975'THE HIGHWAY.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK,
 NU0975'STAMPED BM 5333.48 AND SET IN THE TOP OF A CONCRETE POST.
 NU0975
 NU0975                          STATION RECOVERY (1974)
 NU0975
 NU0975'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0765 ***********************************************************************
 OZ0765  DESIGNATION -  5335.4
 OZ0765  PID         -  OZ0765
 OZ0765  STATE/COUNTY-  ID/BOISE
 OZ0765  USGS QUAD   -  BIG OWL CREEK (1972)
 OZ0765
 OZ0765                         *CURRENT SURVEY CONTROL
 OZ0765  ___________________________________________________________________
 OZ0765* NAD 83(1986)-  43 57 37.     (N)    115 32 16.     (W)     SCALED    
 OZ0765* NAVD 88     -      1627.193  (meters)    5338.55   (feet)  ADJUSTED  
 OZ0765  ___________________________________________________________________
 OZ0765  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 OZ0765  DYNAMIC HT  -        1626.302 (meters)    5335.63  (feet)  COMP
 OZ0765  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 OZ0765
 OZ0765  VERT ORDER  -  SECOND    CLASS 0
 OZ0765
 OZ0765.The horizontal coordinates were scaled from a topographic map and have
 OZ0765.an estimated accuracy of +/- 6 seconds.
 OZ0765
 OZ0765.The orthometric height was determined by differential leveling
 OZ0765.and adjusted by the National Geodetic Survey in June 1991..
 OZ0765
 OZ0765.The geoid height was determined by GEOID03.
 OZ0765
 OZ0765.The dynamic height is computed by dividing the NAVD 88
 OZ0765.geopotential number by the normal gravity value computed on the
 OZ0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0765.degrees latitude (g = 980.6199 gals.).
 OZ0765
 OZ0765.The modeled gravity was interpolated from observed gravity values.
 OZ0765
 OZ0765;                    North         East    Units  Estimated Accuracy
 OZ0765;SPC ID W     -   254,800.      817,030.      MT  (+/- 180 meters Scaled)
 OZ0765
 OZ0765                          SUPERSEDED SURVEY CONTROL
 OZ0765
 OZ0765  NGVD 29 (??/??/92) 1625.993  (m)         5334.61   (f) ADJ UNCH    2 0
 OZ0765
 OZ0765.Superseded values are not recommended for survey control.
 OZ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0765.See file dsdata.txt to determine how the superseded data were derived.
 OZ0765
 OZ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ173685(NAD 83)
 OZ0765_MARKER: Q = CHISELED SQUARE
 OZ0765_SETTING: 80 = SET IN A BOULDER
 OZ0765_SP_SET: BOULDER
 OZ0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0765+STABILITY: SURFACE MOTION
 OZ0765
 OZ0765  HISTORY     - Date     Condition        Report By
 OZ0765  HISTORY     - UNK      MONUMENTED       USGS
 OZ0765  HISTORY     - 1950     GOOD             NGS
 OZ0765
 OZ0765                          STATION DESCRIPTION
 OZ0765
 OZ0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0765'4.7 MI E FROM BEAVER CREEK GUARD STATION.
 OZ0765'4.7 MILES EAST ALONG A FOREST SERVICE ROAD FROM THE BEAVER CREEK
 OZ0765'GUARD STATION, 0.3 MILE NORTHWEST OF A WOODEN BRIDGE OVER CROOKED
 OZ0765'RIVER, AT THE SOUTHEAST END OF A CURVE, IN THE TOP OF A SMALL SURFACE
 OZ0765'BOULDER, 73 FEET EAST OF BENCH MARK V 338, 20 FEET NORTH OF THE
 OZ0765'CENTER LINE OF THE ROAD, 6 FEET NORTHEAST OF A 10-INCH
 OZ0765'TRIANGULAR-BLAZED PINE TREE, AND ABOUT 12 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0191 ***********************************************************************
 OZ0191  DESIGNATION -  5340.54
 OZ0191  PID         -  OZ0191
 OZ0191  STATE/COUNTY-  ID/CAMAS
 OZ0191  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0191
 OZ0191                         *CURRENT SURVEY CONTROL
 OZ0191  ___________________________________________________________________
 OZ0191* NAD 83(1986)-  43 15 01.     (N)    114 40 26.     (W)     SCALED    
 OZ0191* NAVD 88     -      1628.094  (meters)    5341.51   (feet)  ADJUSTED  
 OZ0191  ___________________________________________________________________
 OZ0191  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 OZ0191  DYNAMIC HT  -        1627.148 (meters)    5338.40  (feet)  COMP
 OZ0191  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 OZ0191
 OZ0191  VERT ORDER  -  SECOND    CLASS 0
 OZ0191
 OZ0191.The horizontal coordinates were scaled from a topographic map and have
 OZ0191.an estimated accuracy of +/- 6 seconds.
 OZ0191
 OZ0191.The orthometric height was determined by differential leveling
 OZ0191.and adjusted by the National Geodetic Survey in June 1991..
 OZ0191
 OZ0191.The geoid height was determined by GEOID03.
 OZ0191
 OZ0191.The dynamic height is computed by dividing the NAVD 88
 OZ0191.geopotential number by the normal gravity value computed on the
 OZ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0191.degrees latitude (g = 980.6199 gals.).
 OZ0191
 OZ0191.The modeled gravity was interpolated from observed gravity values.
 OZ0191
 OZ0191;                    North         East    Units  Estimated Accuracy
 OZ0191;SPC ID C     -   176,120.      445,280.      MT  (+/- 180 meters Scaled)
 OZ0191
 OZ0191                          SUPERSEDED SURVEY CONTROL
 OZ0191
 OZ0191  NGVD 29 (??/??/92) 1627.035  (m)         5338.03   (f) ADJ UNCH    2 0
 OZ0191
 OZ0191.Superseded values are not recommended for survey control.
 OZ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0191.See file dsdata.txt to determine how the superseded data were derived.
 OZ0191
 OZ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH888912(NAD 83)
 OZ0191_MARKER: DD = SURVEY DISK
 OZ0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0191_STAMPING: 5340.54 1271+80.2
 OZ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0191+STABILITY: SURFACE MOTION
 OZ0191
 OZ0191  HISTORY     - Date     Condition        Report By
 OZ0191  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0191  HISTORY     - 1950     GOOD             NGS
 OZ0191  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0191
 OZ0191                          STATION DESCRIPTION
 OZ0191
 OZ0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0191'11.7 MI SE FROM FAIRFIELD.
 OZ0191'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0191'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 6.6 MILES SOUTH
 OZ0191'ALONG STATE HIGHWAY 46, AT THE WEST END OF A CURVE, AT THE NORTHWEST
 OZ0191'END OF A LONG PILE OF LAVA ROCK, 50 FEET NORTHEAST OF THE CENTER LINE
 OZ0191'OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 OZ0191'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OZ0191
 OZ0191                          STATION RECOVERY (1981)
 OZ0191
 OZ0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0190 ***********************************************************************
 OZ0190  DESIGNATION -  5340.54 RM
 OZ0190  PID         -  OZ0190
 OZ0190  STATE/COUNTY-  ID/CAMAS
 OZ0190  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0190
 OZ0190                         *CURRENT SURVEY CONTROL
 OZ0190  ___________________________________________________________________
 OZ0190* NAD 83(1986)-  43 15 01.     (N)    114 40 26.     (W)     SCALED    
 OZ0190* NAVD 88     -      1628.945  (meters)    5344.30   (feet)  ADJUSTED  
 OZ0190  ___________________________________________________________________
 OZ0190  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 OZ0190  DYNAMIC HT  -        1627.998 (meters)    5341.19  (feet)  COMP
 OZ0190  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 OZ0190
 OZ0190  VERT ORDER  -  SECOND    CLASS 0
 OZ0190
 OZ0190.The horizontal coordinates were scaled from a topographic map and have
 OZ0190.an estimated accuracy of +/- 6 seconds.
 OZ0190
 OZ0190.The orthometric height was determined by differential leveling
 OZ0190.and adjusted by the National Geodetic Survey in June 1991..
 OZ0190
 OZ0190.The geoid height was determined by GEOID03.
 OZ0190
 OZ0190.The dynamic height is computed by dividing the NAVD 88
 OZ0190.geopotential number by the normal gravity value computed on the
 OZ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0190.degrees latitude (g = 980.6199 gals.).
 OZ0190
 OZ0190.The modeled gravity was interpolated from observed gravity values.
 OZ0190
 OZ0190;                    North         East    Units  Estimated Accuracy
 OZ0190;SPC ID C     -   176,120.      445,280.      MT  (+/- 180 meters Scaled)
 OZ0190
 OZ0190                          SUPERSEDED SURVEY CONTROL
 OZ0190
 OZ0190  NGVD 29 (??/??/92) 1627.885  (m)         5340.82   (f) ADJ UNCH    2 0
 OZ0190
 OZ0190.Superseded values are not recommended for survey control.
 OZ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0190.See file dsdata.txt to determine how the superseded data were derived.
 OZ0190
 OZ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH888912(NAD 83)
 OZ0190_MARKER: DD = SURVEY DISK
 OZ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0190+STABILITY: SURFACE MOTION
 OZ0190
 OZ0190  HISTORY     - Date     Condition        Report By
 OZ0190  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0190  HISTORY     - 1950     GOOD             NGS
 OZ0190  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0190
 OZ0190                          STATION DESCRIPTION
 OZ0190
 OZ0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0190'11.7 MI SE FROM FAIRFIELD.
 OZ0190'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0190'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 6.6 MILES SOUTH
 OZ0190'ALONG STATE HIGHWAY 46, AT THE WEST END OF A CURVE, DIRECTLY ACROSS
 OZ0190'THE HIGHWAY FROM B.M. 5340.54 (I.S.D.P.W.), 50 FEET SOUTHWEST OF THE
 OZ0190'CENTER LINE OF THE HIGHWAY, 43 FEET NORTHEAST OF THE NORTHWEST END OF
 OZ0190'A SNOW FENCE, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE THE
 OZ0190'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OZ0190
 OZ0190                          STATION RECOVERY (1981)
 OZ0190
 OZ0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0417 ***********************************************************************
 QA0417  DESIGNATION -  5343.501
 QA0417  PID         -  QA0417
 QA0417  STATE/COUNTY-  ID/VALLEY
 QA0417  USGS QUAD   -  DEADWOOD RESERVOIR (1988)
 QA0417
 QA0417                         *CURRENT SURVEY CONTROL
 QA0417  ___________________________________________________________________
 QA0417* NAD 83(1986)-  44 17 35.     (N)    115 38 46.     (W)     SCALED    
 QA0417* NAVD 88     -      1623.072  (meters)    5325.03   (feet)  ADJUSTED  
 QA0417  ___________________________________________________________________
 QA0417  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 QA0417  DYNAMIC HT  -        1622.214 (meters)    5322.21  (feet)  COMP
 QA0417  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 QA0417
 QA0417  VERT ORDER  -  SECOND    CLASS 0
 QA0417
 QA0417.The horizontal coordinates were scaled from a topographic map and have
 QA0417.an estimated accuracy of +/- 6 seconds.
 QA0417
 QA0417.The orthometric height was determined by differential leveling
 QA0417.and adjusted by the National Geodetic Survey in June 1991..
 QA0417
 QA0417.The geoid height was determined by GEOID03.
 QA0417
 QA0417.The dynamic height is computed by dividing the NAVD 88
 QA0417.geopotential number by the normal gravity value computed on the
 QA0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0417.degrees latitude (g = 980.6199 gals.).
 QA0417
 QA0417.The modeled gravity was interpolated from observed gravity values.
 QA0417
 QA0417;                    North         East    Units  Estimated Accuracy
 QA0417;SPC ID W     -   291,760.      808,290.      MT  (+/- 180 meters Scaled)
 QA0417
 QA0417                          SUPERSEDED SURVEY CONTROL
 QA0417
 QA0417  NGVD 29 (??/??/92) 1621.851  (m)         5321.02   (f) ADJ UNCH    2 0
 QA0417
 QA0417.Superseded values are not recommended for survey control.
 QA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0417.See file dsdata.txt to determine how the superseded data were derived.
 QA0417
 QA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK080053(NAD 83)
 QA0417_MARKER: DD = SURVEY DISK
 QA0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0417_SP_SET: DAM
 QA0417_STAMPING: 5343.501
 QA0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0417
 QA0417  HISTORY     - Date     Condition        Report By
 QA0417  HISTORY     - UNK      MONUMENTED       BOR
 QA0417  HISTORY     - 1960     GOOD             NGS
 QA0417
 QA0417                          STATION DESCRIPTION
 QA0417
 QA0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0417'IN DEADWOOD DAM.
 QA0417'AT DEADWOOD DAM, AT THE SOUTH END OF THE DAM, IN TOP OF THE SOUTH END
 QA0417'OF THE WEST CONCRETE RETAINING WALL OF A WALKWAY ON TOP OF THE DAM, 24
 QA0417'FEET NORTH OF THE CENTER LINE OF DEADWOOD ROAD, 9.1 FEET NORTH OF THE
 QA0417'SOUTH END OF THE WALL, 5 FEET WEST OF THE CENTER OF THE WALKWAY, AND
 QA0417'ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0391 ***********************************************************************
 OZ0391  DESIGNATION -  5345.1
 OZ0391  PID         -  OZ0391
 OZ0391  STATE/COUNTY-  ID/ELMORE
 OZ0391  USGS QUAD   -  GRAND MTN (1972)
 OZ0391
 OZ0391                         *CURRENT SURVEY CONTROL
 OZ0391  ___________________________________________________________________
 OZ0391* NAD 83(1986)-  43 52 19.     (N)    115 22 39.     (W)     SCALED    
 OZ0391* NAVD 88     -      1630.155  (meters)    5348.27   (feet)  ADJUSTED  
 OZ0391  ___________________________________________________________________
 OZ0391  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 OZ0391  DYNAMIC HT  -        1629.218 (meters)    5345.19  (feet)  COMP
 OZ0391  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 OZ0391
 OZ0391  VERT ORDER  -  SECOND    CLASS 0
 OZ0391
 OZ0391.The horizontal coordinates were scaled from a topographic map and have
 OZ0391.an estimated accuracy of +/- 6 seconds.
 OZ0391
 OZ0391.The orthometric height was determined by differential leveling
 OZ0391.and adjusted by the National Geodetic Survey in June 1991..
 OZ0391
 OZ0391.The geoid height was determined by GEOID03.
 OZ0391
 OZ0391.The dynamic height is computed by dividing the NAVD 88
 OZ0391.geopotential number by the normal gravity value computed on the
 OZ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0391.degrees latitude (g = 980.6199 gals.).
 OZ0391
 OZ0391.The modeled gravity was interpolated from observed gravity values.
 OZ0391
 OZ0391;                    North         East    Units  Estimated Accuracy
 OZ0391;SPC ID W     -   245,030.      829,940.      MT  (+/- 180 meters Scaled)
 OZ0391
 OZ0391                          SUPERSEDED SURVEY CONTROL
 OZ0391
 OZ0391  NGVD 29 (??/??/92) 1628.930  (m)         5344.25   (f) ADJ UNCH    2 0
 OZ0391
 OZ0391.Superseded values are not recommended for survey control.
 OZ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0391.See file dsdata.txt to determine how the superseded data were derived.
 OZ0391
 OZ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ303589(NAD 83)
 OZ0391_MARKER: N = NAIL
 OZ0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0391_SP_SET: CULVERT
 OZ0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0391
 OZ0391  HISTORY     - Date     Condition        Report By
 OZ0391  HISTORY     - UNK      MONUMENTED       USGS
 OZ0391  HISTORY     - 1950     GOOD             NGS
 OZ0391
 OZ0391                          STATION DESCRIPTION
 OZ0391
 OZ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0391'4.1 MI S FROM DEER PARK GUARD STATION.
 OZ0391'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0391'THENCE 3.7 MILES SOUTH ALONG A GRADED FOREST SERVICE ROAD, ON THE
 OZ0391'INSIDE OF A LONG CURVE, 81 FEET EAST OF THE CENTER LINE OF THE ROAD,
 OZ0391'73 FEET WEST OF THE CENTER OF THE WEST END OF A 24-INCH CORRUGATED
 OZ0391'METAL PIPE CULVERT, 23.0 FEET SOUTH OF BENCH  MARK H 338, ABOUT LEVEL
 OZ0391'WITH THE ROAD, IN THE BASE AT THE NORTH SIDE OF A 36-INCH FIR TREE,
 OZ0391'AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS US 5345/1 BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0489 ***********************************************************************
 OY0489  DESIGNATION -  5347
 OY0489  PID         -  OY0489
 OY0489  STATE/COUNTY-  ID/BUTTE
 OY0489  USGS QUAD   -  ARCO NORTH (1972)
 OY0489
 OY0489                         *CURRENT SURVEY CONTROL
 OY0489  ___________________________________________________________________
 OY0489* NAD 83(1986)-  43 38 54.     (N)    113 18 48.     (W)     SCALED    
 OY0489* NAVD 88     -      1630.565  (meters)    5349.61   (feet)  ADJUSTED  
 OY0489  ___________________________________________________________________
 OY0489  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 OY0489  DYNAMIC HT  -        1629.638 (meters)    5346.57  (feet)  COMP
 OY0489  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 OY0489
 OY0489  VERT ORDER  -  SECOND    CLASS 0
 OY0489
 OY0489.The horizontal coordinates were scaled from a topographic map and have
 OY0489.an estimated accuracy of +/- 6 seconds.
 OY0489
 OY0489.The orthometric height was determined by differential leveling
 OY0489.and adjusted by the National Geodetic Survey in June 1991..
 OY0489
 OY0489.The geoid height was determined by GEOID03.
 OY0489
 OY0489.The dynamic height is computed by dividing the NAVD 88
 OY0489.geopotential number by the normal gravity value computed on the
 OY0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0489.degrees latitude (g = 980.6199 gals.).
 OY0489
 OY0489.The modeled gravity was interpolated from observed gravity values.
 OY0489
 OY0489;                    North         East    Units  Estimated Accuracy
 OY0489;SPC ID C     -   220,350.      555,400.      MT  (+/- 180 meters Scaled)
 OY0489
 OY0489                          SUPERSEDED SURVEY CONTROL
 OY0489
 OY0489  NGVD 29 (??/??/92) 1629.448  (m)         5345.95   (f) ADJ UNCH    2 0
 OY0489
 OY0489.Superseded values are not recommended for survey control.
 OY0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0489.See file dsdata.txt to determine how the superseded data were derived.
 OY0489
 OY0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP134354(NAD 83)
 OY0489_MARKER: DD = SURVEY DISK
 OY0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0489_SP_SET: COLLAR
 OY0489_STAMPING: 5347 1912 22
 OY0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0489
 OY0489  HISTORY     - Date     Condition        Report By
 OY0489  HISTORY     - 1912     MONUMENTED       USGS
 OY0489  HISTORY     - 1936     GOOD             NGS
 OY0489  HISTORY     - 19920619 MARK NOT FOUND   NGS
 OY0489
 OY0489                          STATION DESCRIPTION
 OY0489
 OY0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0489'1 MI NW FROM ARCO.
 OY0489'1 MILE NORTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 OY0489'AT ARCO, BUTTE COUNTY, 275 FEET NORTHWEST OF MILEPOST 60, AT A
 OY0489'CONCRETE SIPHON UNDER THE TRACK, IN THE TOP OF THE COLLAR, AND 6 FEET
 OY0489'SOUTH OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 OY0489'SURVEY STANDARD DISK, STAMPED 5347 1912 22.
 OY0489
 OY0489                          STATION RECOVERY (1992)
 OY0489
 OY0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0489'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0675 ***********************************************************************
 OY0675  DESIGNATION -  5348.7
 OY0675  PID         -  OY0675
 OY0675  STATE/COUNTY-  ID/BLAINE
 OY0675  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0675
 OY0675                         *CURRENT SURVEY CONTROL
 OY0675  ___________________________________________________________________
 OY0675* NAD 83(1986)-  43 23 09.     (N)    113 39 51.     (W)     SCALED    
 OY0675* NAVD 88     -      1630.880  (meters)    5350.65   (feet)  ADJUSTED  
 OY0675  ___________________________________________________________________
 OY0675  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 OY0675  DYNAMIC HT  -        1629.947 (meters)    5347.58  (feet)  COMP
 OY0675  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 OY0675
 OY0675  VERT ORDER  -  SECOND    CLASS 0
 OY0675
 OY0675.The horizontal coordinates were scaled from a topographic map and have
 OY0675.an estimated accuracy of +/- 6 seconds.
 OY0675
 OY0675.The orthometric height was determined by differential leveling
 OY0675.and adjusted by the National Geodetic Survey in June 1991..
 OY0675
 OY0675.The geoid height was determined by GEOID03.
 OY0675
 OY0675.The dynamic height is computed by dividing the NAVD 88
 OY0675.geopotential number by the normal gravity value computed on the
 OY0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0675.degrees latitude (g = 980.6199 gals.).
 OY0675
 OY0675.The modeled gravity was interpolated from observed gravity values.
 OY0675
 OY0675;                    North         East    Units  Estimated Accuracy
 OY0675;SPC ID C     -   191,020.      527,210.      MT  (+/- 180 meters Scaled)
 OY0675
 OY0675                          SUPERSEDED SURVEY CONTROL
 OY0675
 OY0675  NGVD 29 (??/??/92) 1629.78   (m)         5347.0    (f) COMPUTED    2 0
 OY0675
 OY0675.Superseded values are not recommended for survey control.
 OY0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0675.See file dsdata.txt to determine how the superseded data were derived.
 OY0675
 OY0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP842071(NAD 83)
 OY0675_MARKER: N = NAIL
 OY0675_SETTING: 66 = SET IN ROCK OUTCROP
 OY0675_SP_SET: ROCK RIDGE
 OY0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0675+STABILITY: POSITION/ELEVATION WELL
 OY0675
 OY0675  HISTORY     - Date     Condition        Report By
 OY0675  HISTORY     - UNK      MONUMENTED       USGS
 OY0675  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0675
 OY0675                          STATION DESCRIPTION
 OY0675
 OY0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0675'20.2 MI NE FROM CAREY.
 OY0675'20.2 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE HIGH SCHOOL AT
 OY0675'CAREY, BLAINE COUNTY, 2.7 MILES EAST OF THE COPPER CREEK RANCH HOUSE,
 OY0675'AT THE TOE OF A SPUR RISING TO THE NORTHWEST, 36 FEET SOUTH OF THE
 OY0675'CENTERLINE OF THE HIGHWAY, AT THE TOP OF A LAVA RIDGE, AND AT THE EDGE
 OY0675'OF A LAVA FLOW PAINTED USBM 5348.7.  A UNITED STATES GEOLOGICAL SURVEY
 OY0675'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0473 ***********************************************************************
 OX0473  DESIGNATION -  5352
 OX0473  PID         -  OX0473
 OX0473  STATE/COUNTY-  ID/BONNEVILLE
 OX0473  USGS QUAD   -  HEISE SE (1979)
 OX0473
 OX0473                         *CURRENT SURVEY CONTROL
 OX0473  ___________________________________________________________________
 OX0473* NAD 83(1986)-  43 35 13.     (N)    111 37 10.     (W)     SCALED    
 OX0473* NAVD 88     -      1632.199  (meters)    5354.97   (feet)  ADJUSTED  
 OX0473  ___________________________________________________________________
 OX0473  GEOID HEIGHT-         -10.68  (meters)                     GEOID03
 OX0473  DYNAMIC HT  -        1631.273 (meters)    5351.93  (feet)  COMP
 OX0473  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 OX0473
 OX0473  VERT ORDER  -  FIRST     CLASS II
 OX0473
 OX0473.The horizontal coordinates were scaled from a topographic map and have
 OX0473.an estimated accuracy of +/- 6 seconds.
 OX0473
 OX0473.The orthometric height was determined by differential leveling
 OX0473.and adjusted by the National Geodetic Survey in June 1991..
 OX0473
 OX0473.The geoid height was determined by GEOID03.
 OX0473
 OX0473.The dynamic height is computed by dividing the NAVD 88
 OX0473.geopotential number by the normal gravity value computed on the
 OX0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0473.degrees latitude (g = 980.6199 gals.).
 OX0473
 OX0473.The modeled gravity was interpolated from observed gravity values.
 OX0473
 OX0473;                    North         East    Units  Estimated Accuracy
 OX0473;SPC ID E     -   213,450.      244,190.      MT  (+/- 180 meters Scaled)
 OX0473
 OX0473                          SUPERSEDED SURVEY CONTROL
 OX0473
 OX0473  NGVD 29 (??/??/92) 1631.045  (m)         5351.19   (f) ADJ UNCH    1 2
 OX0473
 OX0473.Superseded values are not recommended for survey control.
 OX0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0473.See file dsdata.txt to determine how the superseded data were derived.
 OX0473
 OX0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP499261(NAD 83)
 OX0473_MARKER: Q = CHISELED SQUARE
 OX0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0473_SP_SET: CULVERT
 OX0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0473
 OX0473  HISTORY     - Date     Condition        Report By
 OX0473  HISTORY     - UNK      MONUMENTED       USGS
 OX0473  HISTORY     - 1930     GOOD             USGS
 OX0473
 OX0473                          STATION DESCRIPTION
 OX0473
 OX0473'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0473'19.8 MI NW FROM SWAN VALLEY.
 OX0473'19.8 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0473'BONNEVILLE COUNTY, 2.6 MILES NORTHWEST OF ANTELOPE SCHOOL, AT A WIDE
 OX0473'TURN, AT THE FOOT OF A GRADE, AT A CULVERT PAINTED USBM 5352, AND ON
 OX0473'THE TOP OF THE NORTH CONCRETE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0414 ***********************************************************************
 RY0414  DESIGNATION -  5358.2
 RY0414  PID         -  RY0414
 RY0414  STATE/COUNTY-  ID/IDAHO
 RY0414  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0414
 RY0414                         *CURRENT SURVEY CONTROL
 RY0414  ___________________________________________________________________
 RY0414* NAD 83(1986)-  46 27 28.     (N)    115 36 26.     (W)     SCALED    
 RY0414* NAVD 88     -      1634.246  (meters)    5361.69   (feet)  ADJUSTED  
 RY0414  ___________________________________________________________________
 RY0414  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 RY0414  DYNAMIC HT  -        1633.818 (meters)    5360.28  (feet)  COMP
 RY0414  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 RY0414
 RY0414  VERT ORDER  -  FIRST     CLASS II
 RY0414
 RY0414.The horizontal coordinates were scaled from a topographic map and have
 RY0414.an estimated accuracy of +/- 6 seconds.
 RY0414
 RY0414.The orthometric height was determined by differential leveling
 RY0414.and adjusted by the National Geodetic Survey in June 1991..
 RY0414
 RY0414.The geoid height was determined by GEOID03.
 RY0414
 RY0414.The dynamic height is computed by dividing the NAVD 88
 RY0414.geopotential number by the normal gravity value computed on the
 RY0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0414.degrees latitude (g = 980.6199 gals.).
 RY0414
 RY0414.The modeled gravity was interpolated from observed gravity values.
 RY0414
 RY0414;                    North         East    Units  Estimated Accuracy
 RY0414;SPC ID W     -   532,330.      810,970.      MT  (+/- 180 meters Scaled)
 RY0414
 RY0414                          SUPERSEDED SURVEY CONTROL
 RY0414
 RY0414  NGVD 29 (??/??/92) 1633.005  (m)         5357.62   (f) ADJ UNCH    1 2
 RY0414
 RY0414.Superseded values are not recommended for survey control.
 RY0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0414.See file dsdata.txt to determine how the superseded data were derived.
 RY0414
 RY0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM069458(NAD 83)
 RY0414_MARKER: N = NAIL
 RY0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0414_SP_SET: TREE
 RY0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0414
 RY0414  HISTORY     - Date     Condition        Report By
 RY0414  HISTORY     - UNK      MONUMENTED       USGS
 RY0414  HISTORY     - 1950     GOOD             NGS
 RY0414
 RY0414                          STATION DESCRIPTION
 RY0414
 RY0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0414'17.9 MI E FROM PIERCE.
 RY0414'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0414'PIERCE, THENCE 17.2 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 0.65
 RY0414'MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO
 RY0414'MUSSELSHELL CREEK, AT THE SUMMIT OF A GRADE, 0.25 MILE SOUTHEAST OF
 RY0414'THE JUNCTION OF TRAIL NO. 103 LEADING NORTHEAST TO HEMLOCK CREEK, 17
 RY0414'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 7.8 FEET SOUTHWEST OF A
 RY0414'14-INCH WHITE PINE TREE MARKED WITH A WHITE PAINTED TRIANGULAR BLAZE,
 RY0414'IN THE NORTHEAST BASE OF A 17-INCH WHITE PINE TREE MARKED BY THE WHITE
 RY0414'PAINTED LETTERS AND NUMBERS USBM 5358/2, AND ABOUT 1/2 FOOT HIGHER
 RY0414'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0450 ***********************************************************************
 NU0450  DESIGNATION -  5366
 NU0450  PID         -  NU0450
 NU0450  STATE/COUNTY-  ID/POWER
 NU0450  USGS QUAD   -  CEDARHILL (1973)
 NU0450
 NU0450                         *CURRENT SURVEY CONTROL
 NU0450  ___________________________________________________________________
 NU0450* NAD 83(1986)-  42 21 29.     (N)    112 38 01.     (W)     SCALED    
 NU0450* NAVD 88     -      1636.725  (meters)    5369.82   (feet)  ADJUSTED  
 NU0450  ___________________________________________________________________
 NU0450  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 NU0450  DYNAMIC HT  -        1635.616 (meters)    5366.18  (feet)  COMP
 NU0450  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 NU0450
 NU0450  VERT ORDER  -  SECOND    CLASS 0
 NU0450
 NU0450.The horizontal coordinates were scaled from a topographic map and have
 NU0450.an estimated accuracy of +/- 6 seconds.
 NU0450
 NU0450.The orthometric height was determined by differential leveling
 NU0450.and adjusted by the National Geodetic Survey in June 1991..
 NU0450
 NU0450.The geoid height was determined by GEOID03.
 NU0450
 NU0450.The dynamic height is computed by dividing the NAVD 88
 NU0450.geopotential number by the normal gravity value computed on the
 NU0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0450.degrees latitude (g = 980.6199 gals.).
 NU0450
 NU0450.The modeled gravity was interpolated from observed gravity values.
 NU0450
 NU0450;                    North         East    Units  Estimated Accuracy
 NU0450;SPC ID E     -    76,900.      161,530.      MT  (+/- 180 meters Scaled)
 NU0450
 NU0450                          SUPERSEDED SURVEY CONTROL
 NU0450
 NU0450  NGVD 29 (??/??/92) 1635.594  (m)         5366.11   (f) ADJ UNCH    2 0
 NU0450
 NU0450.Superseded values are not recommended for survey control.
 NU0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0450.See file dsdata.txt to determine how the superseded data were derived.
 NU0450
 NU0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM654908(NAD 83)
 NU0450_MARKER: P = PIPE CAP
 NU0450_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0450_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0450
 NU0450  HISTORY     - Date     Condition        Report By
 NU0450  HISTORY     - UNK      MONUMENTED       USGS
 NU0450  HISTORY     - 1934     GOOD             NGS
 NU0450
 NU0450                          STATION DESCRIPTION
 NU0450
 NU0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0450'10.1 MI SW FROM ARBON.
 NU0450'10.1 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE LATTER DAY SAINTS
 NU0450'CHURCH AT ARBON, POWER COUNTY, 35 FEET NORTH OF THE CENTER LINE OF THE
 NU0450'HIGHWAY, AND 10 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES
 NU0450'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH
 NU0450'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0025 ***********************************************************************
 NW0025  DESIGNATION -  5372
 NW0025  PID         -  NW0025
 NW0025  STATE/COUNTY-  ID/OWYHEE
 NW0025  USGS QUAD   -  RIDDLE (1971)
 NW0025
 NW0025                         *CURRENT SURVEY CONTROL
 NW0025  ___________________________________________________________________
 NW0025* NAD 83(1986)-  42 11 48.     (N)    116 06 33.     (W)     SCALED    
 NW0025* NAVD 88     -      1638.536  (meters)    5375.76   (feet)  POSTED    
 NW0025  ___________________________________________________________________
 NW0025  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 NW0025  DYNAMIC HT  -        1637.400 (meters)    5372.04  (feet)  COMP
 NW0025  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 NW0025
 NW0025  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 NW0025
 NW0025.The horizontal coordinates were scaled from a topographic map and have
 NW0025.an estimated accuracy of +/- 6 seconds.
 NW0025
 NW0025.The orthometric height was determined by differential leveling
 NW0025.and adjusted by the National Geodetic Survey in 1992..
 NW0025.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 NW0025.rate of 2.1 thru 3.0 mm/km.
 NW0025
 NW0025.The geoid height was determined by GEOID03.
 NW0025
 NW0025.The dynamic height is computed by dividing the NAVD 88
 NW0025.geopotential number by the normal gravity value computed on the
 NW0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0025.degrees latitude (g = 980.6199 gals.).
 NW0025
 NW0025.The modeled gravity was interpolated from observed gravity values.
 NW0025
 NW0025;                    North         East    Units  Estimated Accuracy
 NW0025;SPC ID W     -    58,930.      770,340.      MT  (+/- 180 meters Scaled)
 NW0025
 NW0025                          SUPERSEDED SURVEY CONTROL
 NW0025
 NW0025  NGVD 29 (??/??/92) 1637.382  (m)         5371.98   (f) ADJ UNCH    1 2
 NW0025
 NW0025.Superseded values are not recommended for survey control.
 NW0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0025.See file dsdata.txt to determine how the superseded data were derived.
 NW0025
 NW0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG735719(NAD 83)
 NW0025_MARKER: DD = SURVEY DISK
 NW0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0025_STAMPING: 5372
 NW0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0025+STABILITY: SURFACE MOTION
 NW0025
 NW0025  HISTORY     - Date     Condition        Report By
 NW0025  HISTORY     - UNK      MONUMENTED       USGLO
 NW0025  HISTORY     - 1943     GOOD             NGS
 NW0025
 NW0025                          STATION DESCRIPTION
 NW0025
 NW0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 NW0025'0.4 MI S FROM RIDDLE.
 NW0025'0.4 MILE SOUTH ALONG THE ROAD TO OWYHEE FROM THE PUBLIC SCHOOL AT
 NW0025'RIDDLE, OWYHEE COUNTY, AT THE R.B. STONE RANCH, DIRECTLY IN FRONT OF
 NW0025'THE EAST DOOR OF A VACANT TWO-STORY HOUSE, ONE FOOT WEST OF THE FENCE,
 NW0025'18 FEET SOUTH OF THE GATE, AND 17 FEET WEST OF THE CENTERLINE OF THE
 NW0025'ROAD.  A UNITED STATES GENERAL LAND OFFICE STANDARD DISK, STAMPED 5372
 NW0025'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0066 ***********************************************************************
 QA0066  DESIGNATION -  5375
 QA0066  PID         -  QA0066
 QA0066  STATE/COUNTY-  ID/CUSTER
 QA0066  USGS QUAD   -  BALD MOUNTAIN (1963)
 QA0066
 QA0066                         *CURRENT SURVEY CONTROL
 QA0066  ___________________________________________________________________
 QA0066* NAD 83(1986)-  44 16 01.     (N)    114 19 31.     (W)     SCALED    
 QA0066* NAVD 88     -      1640.114  (meters)    5380.94   (feet)  ADJUSTED  
 QA0066  ___________________________________________________________________
 QA0066  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 QA0066  DYNAMIC HT  -        1639.228 (meters)    5378.03  (feet)  COMP
 QA0066  MODELED GRAV-     980,020.9   (mgal)                       NAVD 88
 QA0066
 QA0066  VERT ORDER  -  SECOND    CLASS 0
 QA0066
 QA0066.The horizontal coordinates were scaled from a topographic map and have
 QA0066.an estimated accuracy of +/- 6 seconds.
 QA0066
 QA0066.The orthometric height was determined by differential leveling
 QA0066.and adjusted by the National Geodetic Survey in June 1991..
 QA0066
 QA0066.The geoid height was determined by GEOID03.
 QA0066
 QA0066.The dynamic height is computed by dividing the NAVD 88
 QA0066.geopotential number by the normal gravity value computed on the
 QA0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0066.degrees latitude (g = 980.6199 gals.).
 QA0066
 QA0066.The modeled gravity was interpolated from observed gravity values.
 QA0066
 QA0066;                    North         East    Units  Estimated Accuracy
 QA0066;SPC ID C     -   288,910.      474,030.      MT  (+/- 180 meters Scaled)
 QA0066
 QA0066                          SUPERSEDED SURVEY CONTROL
 QA0066
 QA0066  NGVD 29 (??/??/92) 1638.897  (m)         5376.95   (f) ADJ UNCH    2 0
 QA0066
 QA0066.Superseded values are not recommended for survey control.
 QA0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0066.See file dsdata.txt to determine how the superseded data were derived.
 QA0066
 QA0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK134050(NAD 83)
 QA0066_MARKER: DD = SURVEY DISK
 QA0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0066_SP_SET: ABUTMENT
 QA0066_STAMPING: 5375 1916
 QA0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QA0066+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 QA0066
 QA0066  HISTORY     - Date     Condition        Report By
 QA0066  HISTORY     - 1916     MONUMENTED       USGS
 QA0066  HISTORY     - 1955     GOOD             NGS
 QA0066  HISTORY     - 19940601 MARK NOT FOUND   IDTD
 QA0066  HISTORY     - 20000620 GOOD             IDTD
 QA0066
 QA0066                          STATION DESCRIPTION
 QA0066
 QA0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0066'4.3 MI E FROM CLAYTON.
 QA0066'ABOUT 4.3 MILES EAST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE AT
 QA0066'CLAYTON, AT THE BRIDGE OVER THE EAST FORK OF THE SALMON RIVER, 200
 QA0066'FEET SOUTHEAST OF THE HIGHWAY, ON THE SOUTHWEST BANK OF THE EAST FORK,
 QA0066'ON THE SOUTHWEST ABUTMENT OF AN OLD BRIDGE WHICH HAS BEEN DESTROYED,
 QA0066'SET IN THE SOUTHEAST END OF THE ABUTMENT.
 QA0066
 QA0066                          STATION RECOVERY (1994)
 QA0066
 QA0066'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (GDJ)
 QA0066'MARK NOT FOUND.
 QA0066
 QA0066                          STATION RECOVERY (2000)
 QA0066
 QA0066'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (JAK)
 QA0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0313 ***********************************************************************
 OX0313  DESIGNATION -  5394.9
 OX0313  PID         -  OX0313
 OX0313  STATE/COUNTY-  ID/BONNEVILLE
 OX0313  USGS QUAD   -  CONANT VALLEY (1966)
 OX0313
 OX0313                         *CURRENT SURVEY CONTROL
 OX0313  ___________________________________________________________________
 OX0313* NAD 83(1986)-  43 29 10.     (N)    111 26 26.     (W)     SCALED    
 OX0313* NAVD 88     -      1645.24   (+/-2cm)    5397.8    (feet)  VERTCON   
 OX0313  ___________________________________________________________________
 OX0313  GEOID HEIGHT-         -10.49  (meters)                     GEOID03
 OX0313
 OX0313  VERT ORDER  -  ? (See Below)
 OX0313
 OX0313.The horizontal coordinates were scaled from a topographic map and have
 OX0313.an estimated accuracy of +/- 6 seconds.
 OX0313
 OX0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0313.The vertical order pertains to the NGVD 29 superseded value.
 OX0313
 OX0313.The geoid height was determined by GEOID03.
 OX0313
 OX0313;                    North         East    Units  Estimated Accuracy
 OX0313;SPC ID E     -   202,360.      258,740.      MT  (+/- 180 meters Scaled)
 OX0313
 OX0313                          SUPERSEDED SURVEY CONTROL
 OX0313
 OX0313  NGVD 29 (??/??/92) 1644.068  (m)         5393.91   (f) ADJ UNCH    ?  
 OX0313
 OX0313.Superseded values are not recommended for survey control.
 OX0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0313.See file dsdata.txt to determine how the superseded data were derived.
 OX0313
 OX0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP643148(NAD 83)
 OX0313_MARKER: Q = CHISELED SQUARE
 OX0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0313_SP_SET: CULVERT
 OX0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0313
 OX0313  HISTORY     - Date     Condition        Report By
 OX0313  HISTORY     - UNK      MONUMENTED       USGS
 OX0313  HISTORY     - 1930     GOOD             USGS
 OX0313
 OX0313                          STATION DESCRIPTION
 OX0313
 OX0313'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0313'7.4 MI NW FROM SWAN VALLEY.
 OX0313'7.4 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0313'BONNEVILLE COUNTY, 4.4 MILES NORTHWEST OF THE SWAN VALLEY BRIDGE OVER
 OX0313'SNAKE RIVER, 31.1 FEET SOUTH OF THE EDGE OF A CANYON, 14.9 FEET SOUTH
 OX0313'OF THE CENTERLINE OF THE HIGHWAY, AND ON THE TOP OF THE SOUTH END OF A
 OX0313'CONCRETE CULVERT PAINTED USBM 5394.9.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0627 ***********************************************************************
 NV0627  DESIGNATION -  5396
 NV0627  PID         -  NV0627
 NV0627  STATE/COUNTY-  ID/OWYHEE
 NV0627  USGS QUAD   -  GRASMERE RESERVOIR (1979)
 NV0627
 NV0627                         *CURRENT SURVEY CONTROL
 NV0627  ___________________________________________________________________
 NV0627* NAD 83(1986)-  42 19 22.     (N)    115 55 52.     (W)     SCALED    
 NV0627* NAVD 88     -      1645.379  (meters)    5398.21   (feet)  ADJUSTED  
 NV0627  ___________________________________________________________________
 NV0627  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 NV0627  DYNAMIC HT  -        1644.263 (meters)    5394.55  (feet)  COMP
 NV0627  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 NV0627
 NV0627  VERT ORDER  -  FIRST     CLASS II
 NV0627
 NV0627.The horizontal coordinates were scaled from a topographic map and have
 NV0627.an estimated accuracy of +/- 6 seconds.
 NV0627
 NV0627.The orthometric height was determined by differential leveling
 NV0627.and adjusted by the National Geodetic Survey in June 1991..
 NV0627
 NV0627.The geoid height was determined by GEOID03.
 NV0627
 NV0627.The dynamic height is computed by dividing the NAVD 88
 NV0627.geopotential number by the normal gravity value computed on the
 NV0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0627.degrees latitude (g = 980.6199 gals.).
 NV0627
 NV0627.The modeled gravity was interpolated from observed gravity values.
 NV0627
 NV0627;                    North         East    Units  Estimated Accuracy
 NV0627;SPC ID W     -    72,890.      785,070.      MT  (+/- 180 meters Scaled)
 NV0627
 NV0627                          SUPERSEDED SURVEY CONTROL
 NV0627
 NV0627  NGVD 29 (??/??/92) 1644.244  (m)         5394.49   (f) ADJ UNCH    1 2
 NV0627
 NV0627.Superseded values are not recommended for survey control.
 NV0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0627.See file dsdata.txt to determine how the superseded data were derived.
 NV0627
 NV0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG880861(NAD 83)
 NV0627_MARKER: P = PIPE CAP
 NV0627_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0627_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0627_STAMPING: 5396
 NV0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0627
 NV0627  HISTORY     - Date     Condition        Report By
 NV0627  HISTORY     - UNK      MONUMENTED       USGLO
 NV0627  HISTORY     - 1934     GOOD             NGS
 NV0627  HISTORY     - 1974     GOOD             USGS
 NV0627
 NV0627                          STATION DESCRIPTION
 NV0627
 NV0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0627'5 MI S FROM GRASMERE.
 NV0627'5.0 MILES SOUTH ALONG THE ROAD TO RIDDLE FROM GRASMERE, OWYHEE COUNTY,
 NV0627'0.5 MILE EAST OF THE MOUTH OF KNIT CREEK, ABOUT 1/4 MILE NORTHWEST OF
 NV0627'THE GREEN RANCH, ABOUT 3/8 MILE WEST OF THE IRON RANCH, AND 6 FEET
 NV0627'SOUTH OF THE ROAD.  A UNITED STATES GENERAL LAND OFFICE STANDARD CAP,
 NV0627'STAMPED 5396 AND RIVETED ON THE TOP OF AN IRON PIPE.
 NV0627
 NV0627                          STATION RECOVERY (1974)
 NV0627
 NV0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0627'2.9 MI. SOUTH AND SW ON STATE HIGHWAY 51 TOWARD RIDDLE FROM SERVICE
 NV0627'STATION AND BAR AT GRASMERE, THENCE NW 0.65 MI. TO SOUTH END OF EAST
 NV0627'LEVEE ON GRASMERE RES., THENCE 0.75 MI. WEST ALONG SOUTH SIDE OF
 NV0627'SOUTH LEVEE AND ACROSS DITCH TO OLD ROAD FORK, THENCE 1.55 MI. SW, ON
 NV0627'OLD ROAD TO CURVE ON NORTH SIDE OF FENCE, THENCE 0.5 MI. W, S, AND SW
 NV0627'AROUND FENCE ON OLD ROAD. 6 FT. SOUTH OF CENTER OF ROAD. A U.S.
 NV0627'GENERAL LAND OFFICE STANDARD CAP, STAMPED 5396 AND RIVETED ON TOP OF
 NV0627'AN IRON PIPE PROJECTING 0.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0093 ***********************************************************************
 QB0093  DESIGNATION -  54 A
 QB0093  PID         -  QB0093
 QB0093  STATE/COUNTY-  ID/VALLEY
 QB0093  USGS QUAD   -  MC CALL (1973)
 QB0093
 QB0093                         *CURRENT SURVEY CONTROL
 QB0093  ___________________________________________________________________
 QB0093* NAD 83(1986)-  44 54 36.     (N)    116 06 21.     (W)     SCALED    
 QB0093* NAVD 88     -      1528.013  (meters)    5013.16   (feet)  ADJUSTED  
 QB0093  ___________________________________________________________________
 QB0093  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 QB0093  DYNAMIC HT  -        1527.357 (meters)    5011.00  (feet)  COMP
 QB0093  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 QB0093
 QB0093  VERT ORDER  -  SECOND    CLASS 0
 QB0093
 QB0093.The horizontal coordinates were scaled from a topographic map and have
 QB0093.an estimated accuracy of +/- 6 seconds.
 QB0093
 QB0093.The orthometric height was determined by differential leveling
 QB0093.and adjusted by the National Geodetic Survey in June 1991..
 QB0093
 QB0093.The geoid height was determined by GEOID03.
 QB0093
 QB0093.The dynamic height is computed by dividing the NAVD 88
 QB0093.geopotential number by the normal gravity value computed on the
 QB0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0093.degrees latitude (g = 980.6199 gals.).
 QB0093
 QB0093.The modeled gravity was interpolated from observed gravity values.
 QB0093
 QB0093;                    North         East    Units  Estimated Accuracy
 QB0093;SPC ID W     -   360,370.      771,900.      MT  (+/- 180 meters Scaled)
 QB0093
 QB0093                          SUPERSEDED SURVEY CONTROL
 QB0093
 QB0093  NGVD 29 (??/??/92) 1526.847  (m)         5009.33   (f) ADJ UNCH    2 0
 QB0093
 QB0093.Superseded values are not recommended for survey control.
 QB0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0093.See file dsdata.txt to determine how the superseded data were derived.
 QB0093
 QB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK705733(NAD 83)
 QB0093_MARKER: DD = SURVEY DISK
 QB0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0093_SP_SET: RETAINING WALL
 QB0093_STAMPING: 54 A 1939
 QB0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0093
 QB0093  HISTORY     - Date     Condition        Report By
 QB0093  HISTORY     - 1939     MONUMENTED       USGS
 QB0093  HISTORY     - 1959     GOOD             NGS
 QB0093
 QB0093                          STATION DESCRIPTION
 QB0093
 QB0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QB0093'IN MCCALL.
 QB0093'AT MCCALL, 0.5 MILE WEST ALONG STATE HIGHWAY 55 FROM THE UNION PACIFIC
 QB0093'RAILROAD STATION, AT THE NORTHWEST CORNER OF THE U.S. FOREST SERVICE
 QB0093'SUPERVISOR HEADQUARTERS BUILDING, IN TOP OF THE CENTER OF A CONCRETE
 QB0093'RETAINING WALL AROUND THE NORTH BASEMENT WINDOW ON THE WEST SIDE OF
 QB0093'THE BUILDING, 109 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 8.1
 QB0093'FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 1.8 FEET WEST OF
 QB0093'THE WEST WALL OF THE BUILDING, AND ABOUT 4 FEET HIGHER THAN THE
 QB0093'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0524 ***********************************************************************
 NW0524  DESIGNATION -  54 EMH
 NW0524  PID         -  NW0524
 NW0524  STATE/COUNTY-  ID/OWYHEE
 NW0524  USGS QUAD   -  WICKAHONEY POINT (1972)
 NW0524
 NW0524                         *CURRENT SURVEY CONTROL
 NW0524  ___________________________________________________________________
 NW0524* NAD 83(1986)-  42 27 43.     (N)    116 00 31.     (W)     SCALED    
 NW0524* NAVD 88     -      1707.217  (meters)    5601.09   (feet)  POSTED    
 NW0524  ___________________________________________________________________
 NW0524  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 NW0524  DYNAMIC HT  -        1706.090 (meters)    5597.40  (feet)  COMP
 NW0524  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 NW0524
 NW0524  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0524
 NW0524.The horizontal coordinates were scaled from a topographic map and have
 NW0524.an estimated accuracy of +/- 6 seconds.
 NW0524
 NW0524.The orthometric height was determined by differential leveling
 NW0524.and adjusted by the National Geodetic Survey in 1992..
 NW0524.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0524.rate of 0.0 thru 1.0 mm/km.
 NW0524
 NW0524.The geoid height was determined by GEOID03.
 NW0524
 NW0524.The dynamic height is computed by dividing the NAVD 88
 NW0524.geopotential number by the normal gravity value computed on the
 NW0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0524.degrees latitude (g = 980.6199 gals.).
 NW0524
 NW0524.The modeled gravity was interpolated from observed gravity values.
 NW0524
 NW0524;                    North         East    Units  Estimated Accuracy
 NW0524;SPC ID W     -    88,360.      778,730.      MT  (+/- 180 meters Scaled)
 NW0524
 NW0524                          SUPERSEDED SURVEY CONTROL
 NW0524
 NW0524.No superseded survey control is available for this station.
 NW0524
 NW0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH815015(NAD 83)
 NW0524_MARKER: DD = SURVEY DISK
 NW0524_SETTING: 66 = SET IN ROCK OUTCROP
 NW0524_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0524_STAMPING: 54 EMH 1972 5597
 NW0524_MARK LOGO: USGS  
 NW0524_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0524+STABILITY: POSITION/ELEVATION WELL
 NW0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0524+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0524
 NW0524  HISTORY     - Date     Condition        Report By
 NW0524  HISTORY     - 1972     MONUMENTED       USGS
 NW0524
 NW0524                          STATION DESCRIPTION
 NW0524
 NW0524'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0524'FROM GRASMERE, IDAHO, PROCEED 4.0 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NW0524'10.6 MILES SOUTHEAST ALONG GRADED ROAD, 0.2 MILES SOUTH AND 1.7 MILES
 NW0524'WEST OF WICKAHONEY RANCH HOUSE, 0.7 MILES EAST OF A FENCE CROSSING, ON
 NW0524'A TOP AT THE BEGINNING OF THE DESCENT TO WICKAHONEY, 73 FEET NORTH AND
 NW0524'ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP
 NW0524'PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1011 ***********************************************************************
 OY1011  DESIGNATION -  54 HLS
 OY1011  PID         -  OY1011
 OY1011  STATE/COUNTY-  ID/BUTTE
 OY1011  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1011
 OY1011                         *CURRENT SURVEY CONTROL
 OY1011  ___________________________________________________________________
 OY1011* NAD 83(1986)-  43 50 07.     (N)    112 43 12.     (W)     SCALED    
 OY1011* NAVD 88     -      1461.138  (meters)    4793.75   (feet)  ADJUSTED  
 OY1011  ___________________________________________________________________
 OY1011  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 OY1011  DYNAMIC HT  -        1460.420 (meters)    4791.39  (feet)  COMP
 OY1011  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 OY1011
 OY1011  VERT ORDER  -  FIRST     CLASS II
 OY1011
 OY1011.The horizontal coordinates were scaled from a topographic map and have
 OY1011.an estimated accuracy of +/- 6 seconds.
 OY1011
 OY1011.The orthometric height was determined by differential leveling
 OY1011.and adjusted by the National Geodetic Survey in December 1992..
 OY1011
 OY1011.The geoid height was determined by GEOID03.
 OY1011
 OY1011.The dynamic height is computed by dividing the NAVD 88
 OY1011.geopotential number by the normal gravity value computed on the
 OY1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1011.degrees latitude (g = 980.6199 gals.).
 OY1011
 OY1011.The modeled gravity was interpolated from observed gravity values.
 OY1011
 OY1011;                    North         East    Units  Estimated Accuracy
 OY1011;SPC ID C     -   241,690.      602,940.      MT  (+/- 180 meters Scaled)
 OY1011
 OY1011                          SUPERSEDED SURVEY CONTROL
 OY1011
 OY1011  NGVD 29 (08/20/92) 1460.088  (m)         4790.31   (f) ADJUSTED    1 2
 OY1011
 OY1011.Superseded values are not recommended for survey control.
 OY1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1011.See file dsdata.txt to determine how the superseded data were derived.
 OY1011
 OY1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP617550(NAD 83)
 OY1011_MARKER: DB = BENCH MARK DISK
 OY1011_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OY1011_SP_SET: COPPER-CLAD STEEL ROD
 OY1011_STAMPING: 54 HLS 1967 4791
 OY1011_MARK LOGO: USGS  
 OY1011_PROJECTION: RECESSED 10 CENTIMETERS
 OY1011_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1011+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY1011
 OY1011  HISTORY     - Date     Condition        Report By
 OY1011  HISTORY     - 1967     MONUMENTED       USGS
 OY1011  HISTORY     - 19920331 GOOD             NGS
 OY1011
 OY1011                          STATION DESCRIPTION
 OY1011
 OY1011'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1011'FROM THE POST OFFICE IN HOWE, IDAHO PROCEED 8.5 MILES EAST ALONG
 OY1011'HIGHWAYS 22 AND 88, THENCE 6.0 MILES NORTHEAST ALONG POWER LINE
 OY1011'SERVICE ROAD TO THE TOP OF A LOW RIDGE, 0.1 MILE SOUTHWEST OF A
 OY1011'JUNCTION OF TWO POWER LINES, 52 FEET NORTHWEST OF A BLADED DIVERSION
 OY1011'DITCH, 33 FEET SOUTHEAST AND 5 FEET HIGHER THAN THE SERVICE ROAD, 33
 OY1011'FEET SOUTHEAST OF A POWER POLE, 2 FEET NORTHWEST OF A WITNESS POST,
 OY1011'SET ON A COPPER-COATED ROD (DRIVEN TO REFUSAL) FLUSH WITH THE GROUND.
 OY1011
 OY1011                          STATION RECOVERY (1992)
 OY1011
 OY1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1011'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1011'OFFICE IN HOWE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY
 OY1011'22, THENCE 9.7 KM (6.00 MI) NORTHEASTERLY ALONG A DIRT ROAD, 28.4 M
 OY1011'(93.2 FT) SOUTHEAST OF THE ROAD CENTER, 1.4 M (4.6 FT) ABOVE THE
 OY1011'LEVEL OF THE ROAD, AND 0.6 M (2.0 FT) NORTH OF A WITNESS POST.
 OY1011'NOTE--THE DISK IS ENCASED IN A 6-INCH PIPE AND IS RECESSED 0.1 M (0.3
 OY1011'FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0065 ***********************************************************************
 OZ0065  DESIGNATION -  5400
 OZ0065  PID         -  OZ0065
 OZ0065  STATE/COUNTY-  ID/BLAINE
 OZ0065  USGS QUAD   -  HAILEY (1967)
 OZ0065
 OZ0065                         *CURRENT SURVEY CONTROL
 OZ0065  ___________________________________________________________________
 OZ0065* NAD 83(1986)-  43 30 22.     (N)    114 20 38.     (W)     SCALED    
 OZ0065* NAVD 88     -      1647.613  (meters)    5405.54   (feet)  ADJUSTED  
 OZ0065  ___________________________________________________________________
 OZ0065  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 OZ0065  DYNAMIC HT  -        1646.654 (meters)    5402.40  (feet)  COMP
 OZ0065  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 OZ0065
 OZ0065  VERT ORDER  -  SECOND    CLASS 0
 OZ0065
 OZ0065.The horizontal coordinates were scaled from a topographic map and have
 OZ0065.an estimated accuracy of +/- 6 seconds.
 OZ0065
 OZ0065.The orthometric height was determined by differential leveling
 OZ0065.and adjusted by the National Geodetic Survey in June 1991..
 OZ0065
 OZ0065.The geoid height was determined by GEOID03.
 OZ0065
 OZ0065.The dynamic height is computed by dividing the NAVD 88
 OZ0065.geopotential number by the normal gravity value computed on the
 OZ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0065.degrees latitude (g = 980.6199 gals.).
 OZ0065
 OZ0065.The modeled gravity was interpolated from observed gravity values.
 OZ0065
 OZ0065;                    North         East    Units  Estimated Accuracy
 OZ0065;SPC ID C     -   204,380.      472,190.      MT  (+/- 180 meters Scaled)
 OZ0065
 OZ0065                          SUPERSEDED SURVEY CONTROL
 OZ0065
 OZ0065  NGVD 29 (??/??/92) 1646.486  (m)         5401.85   (f) ADJ UNCH    2 0
 OZ0065
 OZ0065.Superseded values are not recommended for survey control.
 OZ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0065.See file dsdata.txt to determine how the superseded data were derived.
 OZ0065
 OZ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ147204(NAD 83)
 OZ0065_MARKER: DD = SURVEY DISK
 OZ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0065_STAMPING: 5400
 OZ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0065+STABILITY: SURFACE MOTION
 OZ0065
 OZ0065  HISTORY     - Date     Condition        Report By
 OZ0065  HISTORY     - UNK      MONUMENTED       USGS
 OZ0065  HISTORY     - 1950     GOOD             NGS
 OZ0065  HISTORY     - 20060914 MARK NOT FOUND   USGS
 OZ0065
 OZ0065                          STATION DESCRIPTION
 OZ0065
 OZ0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0065'2.1 MI SW FROM HAILEY.
 OZ0065'0.1 MILE NORTHWEST ALONG FIRST AVENUE FROM THE COUNTY COURTHOUSE AT
 OZ0065'HAILEY, THENCE 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 22, 0.2 MILE
 OZ0065'NORTHEAST OF A RANCHHOUSE, AT THE Y JUNCTION OF A DIRT ROAD LEADING
 OZ0065'WEST TO DEMOCRAT MINE, 35 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 OZ0065'HIGHWAY, 30 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 3.2 FEET
 OZ0065'NORTHWEST OF A FENCE, 2.3 FEET NORTHEAST OF A WITNESS POST, ABOUT 2
 OZ0065'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0065'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 OZ0065
 OZ0065                          STATION RECOVERY (2006)
 OZ0065
 OZ0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0487 ***********************************************************************
 OY0487  DESIGNATION -  5415
 OY0487  PID         -  OY0487
 OY0487  STATE/COUNTY-  ID/BUTTE
 OY0487  USGS QUAD   -  ARCO NORTH (1972)
 OY0487
 OY0487                         *CURRENT SURVEY CONTROL
 OY0487  ___________________________________________________________________
 OY0487* NAD 83(1986)-  43 41 47.     (N)    113 20 33.     (W)     SCALED    
 OY0487* NAVD 88     -      1651.296  (meters)    5417.63   (feet)  ADJUSTED  
 OY0487  ___________________________________________________________________
 OY0487  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 OY0487  DYNAMIC HT  -        1650.345 (meters)    5414.51  (feet)  COMP
 OY0487  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 OY0487
 OY0487  VERT ORDER  -  SECOND    CLASS 0
 OY0487
 OY0487.The horizontal coordinates were scaled from a topographic map and have
 OY0487.an estimated accuracy of +/- 6 seconds.
 OY0487
 OY0487.The orthometric height was determined by differential leveling
 OY0487.and adjusted by the National Geodetic Survey in June 1991..
 OY0487
 OY0487.The geoid height was determined by GEOID03.
 OY0487
 OY0487.The dynamic height is computed by dividing the NAVD 88
 OY0487.geopotential number by the normal gravity value computed on the
 OY0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0487.degrees latitude (g = 980.6199 gals.).
 OY0487
 OY0487.The modeled gravity was interpolated from observed gravity values.
 OY0487
 OY0487;                    North         East    Units  Estimated Accuracy
 OY0487;SPC ID C     -   225,670.      553,000.      MT  (+/- 180 meters Scaled)
 OY0487
 OY0487                          SUPERSEDED SURVEY CONTROL
 OY0487
 OY0487  NGVD 29 (??/??/92) 1650.163  (m)         5413.91   (f) ADJ UNCH    2 0
 OY0487
 OY0487.Superseded values are not recommended for survey control.
 OY0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0487.See file dsdata.txt to determine how the superseded data were derived.
 OY0487
 OY0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP112408(NAD 83)
 OY0487_MARKER: P = PIPE CAP
 OY0487_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0487_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0487_STAMPING: 5415 1912 23
 OY0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0487
 OY0487  HISTORY     - Date     Condition        Report By
 OY0487  HISTORY     - 1912     MONUMENTED       USGS
 OY0487  HISTORY     - 1936     GOOD             NGS
 OY0487
 OY0487                          STATION DESCRIPTION
 OY0487
 OY0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0487'3.3 MI SE FROM MOORE.
 OY0487'3.3 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0487'STATION AT MOORE, BUTTE COUNTY, 875 FEET NORTHWEST OF THE STATION SIGN
 OY0487'AT LOST RIVER, 150 FEET NORTH OF A SWITCH STAND, AT A GRAVEL-ROAD
 OY0487'CROSSING, 40 FEET NORTHEAST OF THE CENTER OF THE CROSSING, AND 45 FEET
 OY0487'NORTHEAST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 OY0487'SURVEY STANDARD CAP, STAMPED 5415 1912 23 AND RIVETED ON THE TOP OF A
 OY0487'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0106 ***********************************************************************
 TO0106  DESIGNATION -  542 H
 TO0106  PID         -  TO0106
 TO0106  STATE/COUNTY-  ID/BOUNDARY
 TO0106  USGS QUAD   -  
 TO0106
 TO0106                         *CURRENT SURVEY CONTROL
 TO0106  ___________________________________________________________________
 TO0106* NAD 83(1986)-  49 00 02.     (N)    116 10 53.     (W)     SCALED    
 TO0106* NAVD 88     -       805.747  (meters)    2643.52   (feet)  ADJUSTED  
 TO0106  ___________________________________________________________________
 TO0106  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 TO0106  DYNAMIC HT  -         805.816 (meters)    2643.75  (feet)  COMP
 TO0106  MODELED GRAV-     980,670.2   (mgal)                       NAVD 88
 TO0106
 TO0106  VERT ORDER  -  FIRST     CLASS II
 TO0106
 TO0106.The horizontal coordinates were scaled from a topographic map and have
 TO0106.an estimated accuracy of +/- 6 seconds.
 TO0106
 TO0106.The orthometric height was determined by differential leveling
 TO0106.and adjusted by the National Geodetic Survey in June 1991..
 TO0106
 TO0106.The geoid height was determined by GEOID03.
 TO0106
 TO0106.The dynamic height is computed by dividing the NAVD 88
 TO0106.geopotential number by the normal gravity value computed on the
 TO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0106.degrees latitude (g = 980.6199 gals.).
 TO0106
 TO0106.The modeled gravity was interpolated from observed gravity values.
 TO0106
 TO0106;                    North         East    Units  Estimated Accuracy
 TO0106;SPC ID W     -   815,110.      768,440.      MT  (+/- 180 meters Scaled)
 TO0106
 TO0106                          SUPERSEDED SURVEY CONTROL
 TO0106
 TO0106  NGVD 29 (??/??/92)  804.522  (m)         2639.50   (f) ADJ UNCH    1 2
 TO0106
 TO0106.Superseded values are not recommended for survey control.
 TO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0106.See file dsdata.txt to determine how the superseded data were derived.
 TO0106
 TO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ598278(NAD 83)
 TO0106_MARKER: DD = SURVEY DISK
 TO0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0106_SP_SET: CONCRETE BASE
 TO0106_STAMPING: 542 H
 TO0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0106
 TO0106  HISTORY     - Date     Condition        Report By
 TO0106  HISTORY     - UNK      MONUMENTED       GSC
 TO0106  HISTORY     - 1946     GOOD             NGS
 TO0106
 TO0106                          STATION DESCRIPTION
 TO0106
 TO0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TO0106'IN EASTPORT.
 TO0106'AT EASTPORT, AT THE INTERNATIONAL BOUNDARY, SET VERTICALLY IN THE EAST
 TO0106'FACE OF THE CONCRETE BASE OF BOUNDARY MONUMENT NO. 216-A, 33 FEET WEST
 TO0106'OF THE CENTER LINE OF THE HIGHWAY, AND 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0189 ***********************************************************************
 OZ0189  DESIGNATION -  5421.91
 OZ0189  PID         -  OZ0189
 OZ0189  STATE/COUNTY-  ID/CAMAS
 OZ0189  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0189
 OZ0189                         *CURRENT SURVEY CONTROL
 OZ0189  ___________________________________________________________________
 OZ0189* NAD 83(1986)-  43 15 05.     (N)    114 40 16.     (W)     SCALED    
 OZ0189* NAVD 88     -      1652.922  (meters)    5422.96   (feet)  ADJUSTED  
 OZ0189  ___________________________________________________________________
 OZ0189  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0189  DYNAMIC HT  -        1651.963 (meters)    5419.82  (feet)  COMP
 OZ0189  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 OZ0189
 OZ0189  VERT ORDER  -  SECOND    CLASS 0
 OZ0189
 OZ0189.The horizontal coordinates were scaled from a topographic map and have
 OZ0189.an estimated accuracy of +/- 6 seconds.
 OZ0189
 OZ0189.The orthometric height was determined by differential leveling
 OZ0189.and adjusted by the National Geodetic Survey in June 1991..
 OZ0189
 OZ0189.The geoid height was determined by GEOID03.
 OZ0189
 OZ0189.The dynamic height is computed by dividing the NAVD 88
 OZ0189.geopotential number by the normal gravity value computed on the
 OZ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0189.degrees latitude (g = 980.6199 gals.).
 OZ0189
 OZ0189.The modeled gravity was interpolated from observed gravity values.
 OZ0189
 OZ0189;                    North         East    Units  Estimated Accuracy
 OZ0189;SPC ID C     -   176,240.      445,500.      MT  (+/- 180 meters Scaled)
 OZ0189
 OZ0189                          SUPERSEDED SURVEY CONTROL
 OZ0189
 OZ0189  NGVD 29 (??/??/92) 1651.869  (m)         5419.51   (f) ADJ UNCH    2 0
 OZ0189
 OZ0189.Superseded values are not recommended for survey control.
 OZ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0189.See file dsdata.txt to determine how the superseded data were derived.
 OZ0189
 OZ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH890913(NAD 83)
 OZ0189_MARKER: DD = SURVEY DISK
 OZ0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0189_STAMPING: 5421.91 1260+39.6
 OZ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0189+STABILITY: SURFACE MOTION
 OZ0189
 OZ0189  HISTORY     - Date     Condition        Report By
 OZ0189  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0189  HISTORY     - 1950     GOOD             NGS
 OZ0189  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0189
 OZ0189                          STATION DESCRIPTION
 OZ0189
 OZ0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0189'11.9 MI SE FROM FAIRFIELD.
 OZ0189'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0189'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 6.8 MILES SOUTH
 OZ0189'ALONG STATE HIGHWAY 46, AT THE WEST END OF A LONG CURVE, 50 FEET WEST
 OZ0189'OF THE CENTER LINE OF THE HIGHWAY, 48.8 FEET SOUTHWEST OF THE WEST END
 OZ0189'OF A GUARD RAIL, 44 FEET EAST OF THE NORTH END OF A SNOW FENCE, ABOUT
 OZ0189'2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0189'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 OZ0189
 OZ0189                          STATION RECOVERY (1981)
 OZ0189
 OZ0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0188 ***********************************************************************
 OZ0188  DESIGNATION -  5421.91 RM
 OZ0188  PID         -  OZ0188
 OZ0188  STATE/COUNTY-  ID/CAMAS
 OZ0188  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0188
 OZ0188                         *CURRENT SURVEY CONTROL
 OZ0188  ___________________________________________________________________
 OZ0188* NAD 83(1986)-  43 15 05.     (N)    114 40 15.     (W)     SCALED    
 OZ0188* NAVD 88     -      1654.879  (meters)    5429.38   (feet)  ADJUSTED  
 OZ0188  ___________________________________________________________________
 OZ0188  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0188  DYNAMIC HT  -        1653.919 (meters)    5426.23  (feet)  COMP
 OZ0188  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 OZ0188
 OZ0188  VERT ORDER  -  SECOND    CLASS 0
 OZ0188
 OZ0188.The horizontal coordinates were scaled from a topographic map and have
 OZ0188.an estimated accuracy of +/- 6 seconds.
 OZ0188
 OZ0188.The orthometric height was determined by differential leveling
 OZ0188.and adjusted by the National Geodetic Survey in June 1991..
 OZ0188
 OZ0188.The geoid height was determined by GEOID03.
 OZ0188
 OZ0188.The dynamic height is computed by dividing the NAVD 88
 OZ0188.geopotential number by the normal gravity value computed on the
 OZ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0188.degrees latitude (g = 980.6199 gals.).
 OZ0188
 OZ0188.The modeled gravity was interpolated from observed gravity values.
 OZ0188
 OZ0188;                    North         East    Units  Estimated Accuracy
 OZ0188;SPC ID C     -   176,240.      445,530.      MT  (+/- 180 meters Scaled)
 OZ0188
 OZ0188                          SUPERSEDED SURVEY CONTROL
 OZ0188
 OZ0188  NGVD 29 (??/??/92) 1653.826  (m)         5425.93   (f) ADJ UNCH    2 0
 OZ0188
 OZ0188.Superseded values are not recommended for survey control.
 OZ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0188.See file dsdata.txt to determine how the superseded data were derived.
 OZ0188
 OZ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH890913(NAD 83)
 OZ0188_MARKER: DD = SURVEY DISK
 OZ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0188+STABILITY: SURFACE MOTION
 OZ0188
 OZ0188  HISTORY     - Date     Condition        Report By
 OZ0188  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0188  HISTORY     - 1950     GOOD             NGS
 OZ0188  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0188
 OZ0188                          STATION DESCRIPTION
 OZ0188
 OZ0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0188'11.9 MI SE FROM FAIRFIELD.
 OZ0188'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0188'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 6.8 MILES SOUTH
 OZ0188'ALONG STATE HIGHWAY 46, AT THE WEST END OF A LONG CURVE, DIRECTLY
 OZ0188'ACROSS THE ROAD FROM B.M. 5421.91 (I.S.D.P.W.), 70 FEET SOUTHEAST OF
 OZ0188'AND ACROSS THE ROAD FROM THE WEST END OF A GUARD RAIL, 51 FEET EAST OF
 OZ0188'THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET HIGHER THAN THE HIGHWAY,
 OZ0188'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OZ0188'GROUND.
 OZ0188
 OZ0188                          STATION RECOVERY (1981)
 OZ0188
 OZ0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0365 ***********************************************************************
 OZ0365  DESIGNATION -  5425
 OZ0365  PID         -  OZ0365
 OZ0365  STATE/COUNTY-  ID/ELMORE
 OZ0365  USGS QUAD   -  ATLANTA EAST (1972)
 OZ0365
 OZ0365                         *CURRENT SURVEY CONTROL
 OZ0365  ___________________________________________________________________
 OZ0365* NAD 83(1986)-  43 48 57.     (N)    115 06 15.     (W)     SCALED    
 OZ0365* NAVD 88     -      1654.759  (meters)    5428.99   (feet)  ADJUSTED  
 OZ0365  ___________________________________________________________________
 OZ0365  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 OZ0365  DYNAMIC HT  -        1653.694 (meters)    5425.49  (feet)  COMP
 OZ0365  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 OZ0365
 OZ0365  VERT ORDER  -  SECOND    CLASS 0
 OZ0365
 OZ0365.The horizontal coordinates were scaled from a topographic map and have
 OZ0365.an estimated accuracy of +/- 6 seconds.
 OZ0365
 OZ0365.The orthometric height was determined by differential leveling
 OZ0365.and adjusted by the National Geodetic Survey in June 1991..
 OZ0365
 OZ0365.The geoid height was determined by GEOID03.
 OZ0365
 OZ0365.The dynamic height is computed by dividing the NAVD 88
 OZ0365.geopotential number by the normal gravity value computed on the
 OZ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0365.degrees latitude (g = 980.6199 gals.).
 OZ0365
 OZ0365.The modeled gravity was interpolated from observed gravity values.
 OZ0365
 OZ0365;                    North         East    Units  Estimated Accuracy
 OZ0365;SPC ID W     -   238,930.      851,960.      MT  (+/- 180 meters Scaled)
 OZ0365
 OZ0365                          SUPERSEDED SURVEY CONTROL
 OZ0365
 OZ0365  NGVD 29 (??/??/92) 1653.421  (m)         5424.60   (f) ADJ UNCH    2 0
 OZ0365
 OZ0365.Superseded values are not recommended for survey control.
 OZ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0365.See file dsdata.txt to determine how the superseded data were derived.
 OZ0365
 OZ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ524531(NAD 83)
 OZ0365_MARKER: N = NAIL
 OZ0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0365_SP_SET: TREE
 OZ0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0365
 OZ0365  HISTORY     - Date     Condition        Report By
 OZ0365  HISTORY     - UNK      MONUMENTED       USGS
 OZ0365  HISTORY     - 1950     GOOD             NGS
 OZ0365  HISTORY     - 1951     GOOD             NGS
 OZ0365
 OZ0365                          STATION DESCRIPTION
 OZ0365
 OZ0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0365'1.8 MI NE FROM ATLANTA.
 OZ0365'1.8 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0365'POST OFFICE AT ATLANTA, 131 YARDS NORTHEAST OF THE NORTHWEST END OF AN
 OZ0365'OLD ABANDONED BRIDGE OVER THE MIDDLE FORK BOISE RIVER, 153 FEET
 OZ0365'SOUTHEAST OF BENCH MARK 46 E (USGS), 6 1/2 FEET SOUTHEAST OF THE
 OZ0365'CENTER LINE OF THE ROAD, ABOUT 0.5 FOOT HIGHER THAN THE ROAD, AND IN
 OZ0365'THE TOP OF A ROOT ON THE NORTHWEST SIDE OF A 12-INCH TRIANGULAR-BLAZED
 OZ0365'PINE TREE.
 OZ0365
 OZ0365                          STATION RECOVERY (1951)
 OZ0365
 OZ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0404 ***********************************************************************
 RY0404  DESIGNATION -  5428.40
 RY0404  PID         -  RY0404
 RY0404  STATE/COUNTY-  ID/CLEARWATER
 RY0404  USGS QUAD   -  HEMLOCK BUTTE (1994)
 RY0404
 RY0404                         *CURRENT SURVEY CONTROL
 RY0404  ___________________________________________________________________
 RY0404* NAD 83(1986)-  46 29 03.     (N)    115 39 01.     (W)     SCALED    
 RY0404* NAVD 88     -      1655.659  (meters)    5431.94   (feet)  ADJUSTED  
 RY0404  ___________________________________________________________________
 RY0404  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 RY0404  DYNAMIC HT  -        1655.229 (meters)    5430.53  (feet)  COMP
 RY0404  MODELED GRAV-     980,295.3   (mgal)                       NAVD 88
 RY0404
 RY0404  VERT ORDER  -  FIRST     CLASS II
 RY0404
 RY0404.The horizontal coordinates were scaled from a topographic map and have
 RY0404.an estimated accuracy of +/- 6 seconds.
 RY0404
 RY0404.The orthometric height was determined by differential leveling
 RY0404.and adjusted by the National Geodetic Survey in June 1991..
 RY0404
 RY0404.The geoid height was determined by GEOID03.
 RY0404
 RY0404.The dynamic height is computed by dividing the NAVD 88
 RY0404.geopotential number by the normal gravity value computed on the
 RY0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0404.degrees latitude (g = 980.6199 gals.).
 RY0404
 RY0404.The modeled gravity was interpolated from observed gravity values.
 RY0404
 RY0404;                    North         East    Units  Estimated Accuracy
 RY0404;SPC ID W     -   535,260.      807,660.      MT  (+/- 180 meters Scaled)
 RY0404
 RY0404                          SUPERSEDED SURVEY CONTROL
 RY0404
 RY0404  NGVD 29 (??/??/92) 1654.423  (m)         5427.89   (f) ADJ UNCH    1 2
 RY0404
 RY0404.Superseded values are not recommended for survey control.
 RY0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0404.See file dsdata.txt to determine how the superseded data were derived.
 RY0404
 RY0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM035487(NAD 83)
 RY0404_MARKER: N = NAIL
 RY0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0404_SP_SET: TREE
 RY0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0404
 RY0404  HISTORY     - Date     Condition        Report By
 RY0404  HISTORY     - UNK      MONUMENTED       USGS
 RY0404  HISTORY     - 1950     GOOD             NGS
 RY0404
 RY0404                          STATION DESCRIPTION
 RY0404
 RY0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0404'14.1 MI E FROM PIERCE.
 RY0404'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0404'PIERCE, THENCE 13.4 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, IN THE
 RY0404'EAST BASE OF A 16-INCH SPRUCE TREE MARKED WITH A WHITE PAINTED
 RY0404'TRIANGULAR BLAZE, AT A POINT WHERE TRAIL NO.88 LEADS NORTHWEST TO
 RY0404'FRENCH CREEK, 33.4 FEET WEST OF A SIGN READING TRAIL NO.88 AND FRENCH
 RY0404'CREEK 6.2 MILES, 11 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 RY0404'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0159 ***********************************************************************
 OZ0159  DESIGNATION -  5436.84
 OZ0159  PID         -  OZ0159
 OZ0159  STATE/COUNTY-  ID/GOODING
 OZ0159  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0159
 OZ0159                         *CURRENT SURVEY CONTROL
 OZ0159  ___________________________________________________________________
 OZ0159* NAD 83(1986)-  43 10 54.     (N)    114 39 38.     (W)     SCALED    
 OZ0159* NAVD 88     -      1657.532  (meters)    5438.09   (feet)  ADJUSTED  
 OZ0159  ___________________________________________________________________
 OZ0159  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 OZ0159  DYNAMIC HT  -        1656.547 (meters)    5434.85  (feet)  COMP
 OZ0159  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 OZ0159
 OZ0159  VERT ORDER  -  SECOND    CLASS 0
 OZ0159
 OZ0159.The horizontal coordinates were scaled from a topographic map and have
 OZ0159.an estimated accuracy of +/- 6 seconds.
 OZ0159
 OZ0159.The orthometric height was determined by differential leveling
 OZ0159.and adjusted by the National Geodetic Survey in June 1991..
 OZ0159
 OZ0159.The geoid height was determined by GEOID03.
 OZ0159
 OZ0159.The dynamic height is computed by dividing the NAVD 88
 OZ0159.geopotential number by the normal gravity value computed on the
 OZ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0159.degrees latitude (g = 980.6199 gals.).
 OZ0159
 OZ0159.The modeled gravity was interpolated from observed gravity values.
 OZ0159
 OZ0159;                    North         East    Units  Estimated Accuracy
 OZ0159;SPC ID C     -   168,490.      446,300.      MT  (+/- 180 meters Scaled)
 OZ0159
 OZ0159                          SUPERSEDED SURVEY CONTROL
 OZ0159
 OZ0159  NGVD 29 (??/??/92) 1656.482  (m)         5434.64   (f) ADJ UNCH    2 0
 OZ0159
 OZ0159.Superseded values are not recommended for survey control.
 OZ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0159.See file dsdata.txt to determine how the superseded data were derived.
 OZ0159
 OZ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH901836(NAD 83)
 OZ0159_MARKER: DD = SURVEY DISK
 OZ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0159_STAMPING: 5436.84 943+17.7
 OZ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0159+STABILITY: SURFACE MOTION
 OZ0159
 OZ0159  HISTORY     - Date     Condition        Report By
 OZ0159  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0159  HISTORY     - 1950     GOOD             NGS
 OZ0159
 OZ0159                          STATION DESCRIPTION
 OZ0159
 OZ0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0159'18.0 MI N FROM GOODING.
 OZ0159'18.0 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0159'GOODING, 0.1 MILE NORTH OF A HIGHWAY DEPARTMENT GRAVEL PIT AND STOCK
 OZ0159'PILE, AT THE NORTH END OF A CURVE, 50 FEET EAST OF THE CENTER LINE OF
 OZ0159'THE HIGHWAY, 48.0 FEET SOUTHEAST OF THE CENTER OF THE EAST END OF AN
 OZ0159'18-INCH CORRUGATED METAL PIPE CULVERT, 25.5 FEET NORTHWEST OF THE
 OZ0159'NORTH END OF A SNOW FENCE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND
 OZ0159'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 OZ0159'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0460 ***********************************************************************
 NT0460  DESIGNATION -  5447 B
 NT0460  PID         -  NT0460
 NT0460  STATE/COUNTY-  ID/BANNOCK
 NT0460  USGS QUAD   -  BANCROFT (1982)
 NT0460
 NT0460                         *CURRENT SURVEY CONTROL
 NT0460  ___________________________________________________________________
 NT0460* NAD 83(1986)-  42 43 12.     (N)    111 53 15.     (W)     SCALED    
 NT0460* NAVD 88     -      1652.864  (meters)    5422.77   (feet)  ADJUSTED  
 NT0460  ___________________________________________________________________
 NT0460  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 NT0460  DYNAMIC HT  -        1651.771 (meters)    5419.19  (feet)  COMP
 NT0460  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 NT0460
 NT0460  VERT ORDER  -  SECOND    CLASS 0
 NT0460
 NT0460.The horizontal coordinates were scaled from a topographic map and have
 NT0460.an estimated accuracy of +/- 6 seconds.
 NT0460
 NT0460.The orthometric height was determined by differential leveling
 NT0460.and adjusted by the National Geodetic Survey in June 1991..
 NT0460
 NT0460.The geoid height was determined by GEOID03.
 NT0460
 NT0460.The dynamic height is computed by dividing the NAVD 88
 NT0460.geopotential number by the normal gravity value computed on the
 NT0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0460.degrees latitude (g = 980.6199 gals.).
 NT0460
 NT0460.The modeled gravity was interpolated from observed gravity values.
 NT0460
 NT0460;                    North         East    Units  Estimated Accuracy
 NT0460;SPC ID E     -   117,030.      222,870.      MT  (+/- 180 meters Scaled)
 NT0460
 NT0460                          SUPERSEDED SURVEY CONTROL
 NT0460
 NT0460  NGVD 29 (??/??/92) 1651.72   (m)         5419.0    (f) COMPUTED    2 0
 NT0460
 NT0460.Superseded values are not recommended for survey control.
 NT0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0460.See file dsdata.txt to determine how the superseded data were derived.
 NT0460
 NT0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN273301(NAD 83)
 NT0460_MARKER: DD = SURVEY DISK
 NT0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0460_SP_SET: BUILDING
 NT0460_STAMPING: 5447 1909 B
 NT0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0460
 NT0460  HISTORY     - Date     Condition        Report By
 NT0460  HISTORY     - 1909     MONUMENTED       USGS
 NT0460  HISTORY     - 1934     GOOD             NGS
 NT0460
 NT0460                          STATION DESCRIPTION
 NT0460
 NT0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0460'IN BANCROFT.
 NT0460'AT BANCROFT, BANNOCK COUNTY, IN THE FACE OF THE FRONT WALL OF LATTER
 NT0460'DAY SAINTS CHURCH, 105 FEET WEST OF THE CENTER LINE OF FIRST STREET
 NT0460'WEST, 80 FEET SOUTH OF THE CENTER LINE OF FIRST STREET SOUTH, 12 FEET
 NT0460'EAST OF THE CENTER OF THE MAIN ENTRANCE, 0.6 FOOT WEST OF THE
 NT0460'NORTHEAST CORNER OF THE BUILDING, AND ABOUT 4.5 FEET ABOVE GROUND.  A
 NT0460'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5447 1909 B AND
 NT0460'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0009 ***********************************************************************
 OZ0009  DESIGNATION -  5447.0
 OZ0009  PID         -  OZ0009
 OZ0009  STATE/COUNTY-  ID/BLAINE
 OZ0009  USGS QUAD   -  HAILEY (1967)
 OZ0009
 OZ0009                         *CURRENT SURVEY CONTROL
 OZ0009  ___________________________________________________________________
 OZ0009* NAD 83(1986)-  43 34 16.     (N)    114 20 01.     (W)     SCALED    
 OZ0009* NAVD 88     -      1670.910  (meters)    5481.98   (feet)  ADJUSTED  
 OZ0009  ___________________________________________________________________
 OZ0009  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 OZ0009  DYNAMIC HT  -        1669.920 (meters)    5478.73  (feet)  COMP
 OZ0009  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 OZ0009
 OZ0009  VERT ORDER  -  FIRST     CLASS II
 OZ0009
 OZ0009.The horizontal coordinates were scaled from a topographic map and have
 OZ0009.an estimated accuracy of +/- 6 seconds.
 OZ0009
 OZ0009.The orthometric height was determined by differential leveling
 OZ0009.and adjusted by the National Geodetic Survey in June 1991..
 OZ0009
 OZ0009.The geoid height was determined by GEOID03.
 OZ0009
 OZ0009.The dynamic height is computed by dividing the NAVD 88
 OZ0009.geopotential number by the normal gravity value computed on the
 OZ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0009.degrees latitude (g = 980.6199 gals.).
 OZ0009
 OZ0009.The modeled gravity was interpolated from observed gravity values.
 OZ0009
 OZ0009;                    North         East    Units  Estimated Accuracy
 OZ0009;SPC ID C     -   211,600.      473,050.      MT  (+/- 180 meters Scaled)
 OZ0009
 OZ0009                          SUPERSEDED SURVEY CONTROL
 OZ0009
 OZ0009  NGVD 29 (??/??/92) 1669.747  (m)         5478.16   (f) ADJ UNCH    1 2
 OZ0009
 OZ0009.Superseded values are not recommended for survey control.
 OZ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0009.See file dsdata.txt to determine how the superseded data were derived.
 OZ0009
 OZ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ153276(NAD 83)
 OZ0009_MARKER: N = NAIL
 OZ0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0009_SP_SET: BRIDGE
 OZ0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0009
 OZ0009  HISTORY     - Date     Condition        Report By
 OZ0009  HISTORY     - UNK      MONUMENTED       USGS
 OZ0009  HISTORY     - 1933     GOOD             NGS
 OZ0009  HISTORY     - 20060914 MARK NOT FOUND   USGS
 OZ0009
 OZ0009                          STATION DESCRIPTION
 OZ0009
 OZ0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0009'3.9 MI N FROM HAILEY.
 OZ0009'3.9 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM HAILEY,
 OZ0009'BLAINE COUNTY, 1.0 MILE NORTH ON THE SIDING AT ZINC, 325 FEET
 OZ0009'SOUTHWEST OF MILEPOST 61, 124 FEET NORTHWEST OF TRESTLE 60.90 OVER AN
 OZ0009'IRRIGATION DITCH, AT A CONCRETE HIGHWAY BRIDGE, AND IN THE TOP OF THE
 OZ0009'WEST HEAD WALL MARKED BY THE PAINTED LETTERS USBM 5477.0.  A UNITED
 OZ0009'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 OZ0009
 OZ0009                          STATION RECOVERY (2006)
 OZ0009
 OZ0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0070 ***********************************************************************
 QA0070  DESIGNATION -  5469
 QA0070  PID         -  QA0070
 QA0070  STATE/COUNTY-  ID/CUSTER
 QA0070  USGS QUAD   -  CLAYTON (1980)
 QA0070
 QA0070                         *CURRENT SURVEY CONTROL
 QA0070  ___________________________________________________________________
 QA0070* NAD 83(1986)-  44 15 31.     (N)    114 24 12.     (W)     SCALED    
 QA0070* NAVD 88     -      1668.657  (meters)    5474.59   (feet)  ADJUSTED  
 QA0070  ___________________________________________________________________
 QA0070  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 QA0070  DYNAMIC HT  -        1667.724 (meters)    5471.52  (feet)  COMP
 QA0070  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 QA0070
 QA0070  VERT ORDER  -  SECOND    CLASS 0
 QA0070
 QA0070.The horizontal coordinates were scaled from a topographic map and have
 QA0070.an estimated accuracy of +/- 6 seconds.
 QA0070
 QA0070.The orthometric height was determined by differential leveling
 QA0070.and adjusted by the National Geodetic Survey in June 1991..
 QA0070
 QA0070.The geoid height was determined by GEOID03.
 QA0070
 QA0070.The dynamic height is computed by dividing the NAVD 88
 QA0070.geopotential number by the normal gravity value computed on the
 QA0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0070.degrees latitude (g = 980.6199 gals.).
 QA0070
 QA0070.The modeled gravity was interpolated from observed gravity values.
 QA0070
 QA0070;                    North         East    Units  Estimated Accuracy
 QA0070;SPC ID C     -   288,010.      467,790.      MT  (+/- 180 meters Scaled)
 QA0070
 QA0070                          SUPERSEDED SURVEY CONTROL
 QA0070
 QA0070  NGVD 29 (??/??/92) 1667.413  (m)         5470.50   (f) ADJ UNCH    2 0
 QA0070
 QA0070.Superseded values are not recommended for survey control.
 QA0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0070.See file dsdata.txt to determine how the superseded data were derived.
 QA0070
 QA0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK072038(NAD 83)
 QA0070_MARKER: DD = SURVEY DISK
 QA0070_SETTING: 80 = SET IN A BOULDER
 QA0070_STAMPING: 5469 1916
 QA0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0070+STABILITY: SURFACE MOTION
 QA0070
 QA0070  HISTORY     - Date     Condition        Report By
 QA0070  HISTORY     - 1916     MONUMENTED       USGS
 QA0070  HISTORY     - 1955     GOOD             NGS
 QA0070  HISTORY     - 19940601 MARK NOT FOUND   IDTD
 QA0070  HISTORY     - 19940601 MARK NOT FOUND   IDTD
 QA0070
 QA0070                          STATION DESCRIPTION
 QA0070
 QA0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0070'IN CLAYTON.
 QA0070'AT CLAYTON, ON U. S. HIGHWAY 93, ABOUT 0.2 MILE WEST OF THE POST
 QA0070'OFFICE, ABOUT 600 FEET WEST OF LEUZINGERS STORE AND CHEVRON SERVICE
 QA0070'STATION, ABOUT 300 FEET WEST OF KINNIKINIE CREEK, ABOUT 90 FEET
 QA0070'SOUTHWEST OF A LOG CABIN AND ABOUT 42 FEET NORTH OF THE CENTERLINE OF
 QA0070'THE HIGHWAY, SET IN THE TOP OF A LARGE BOULDER ABOUT 5 FEET BELOW THE
 QA0070'HIGHWAY.
 QA0070
 QA0070                          STATION RECOVERY (1994)
 QA0070
 QA0070'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (RS)
 QA0070'MARK NOT FOUND.
 QA0070
 QA0070                          STATION RECOVERY (1994)
 QA0070
 QA0070'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (GDJ)
 QA0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0484 ***********************************************************************
 OY0484  DESIGNATION -  5474
 OY0484  PID         -  OY0484
 OY0484  STATE/COUNTY-  ID/BUTTE
 OY0484  USGS QUAD   -  ARCO NORTH (1972)
 OY0484
 OY0484                         *CURRENT SURVEY CONTROL
 OY0484  ___________________________________________________________________
 OY0484* NAD 83(1986)-  43 44 10.     (N)    113 22 03.     (W)     SCALED    
 OY0484* NAVD 88     -      1669.596  (meters)    5477.67   (feet)  ADJUSTED  
 OY0484  ___________________________________________________________________
 OY0484  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 OY0484  DYNAMIC HT  -        1668.627 (meters)    5474.49  (feet)  COMP
 OY0484  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 OY0484
 OY0484  VERT ORDER  -  SECOND    CLASS 0
 OY0484
 OY0484.The horizontal coordinates were scaled from a topographic map and have
 OY0484.an estimated accuracy of +/- 6 seconds.
 OY0484
 OY0484.The orthometric height was determined by differential leveling
 OY0484.and adjusted by the National Geodetic Survey in June 1991..
 OY0484
 OY0484.The geoid height was determined by GEOID03.
 OY0484
 OY0484.The dynamic height is computed by dividing the NAVD 88
 OY0484.geopotential number by the normal gravity value computed on the
 OY0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0484.degrees latitude (g = 980.6199 gals.).
 OY0484
 OY0484.The modeled gravity was interpolated from observed gravity values.
 OY0484
 OY0484;                    North         East    Units  Estimated Accuracy
 OY0484;SPC ID C     -   230,070.      550,950.      MT  (+/- 180 meters Scaled)
 OY0484
 OY0484                          SUPERSEDED SURVEY CONTROL
 OY0484
 OY0484  NGVD 29 (??/??/92) 1668.448  (m)         5473.90   (f) ADJ UNCH    2 0
 OY0484
 OY0484.Superseded values are not recommended for survey control.
 OY0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0484.See file dsdata.txt to determine how the superseded data were derived.
 OY0484
 OY0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP093452(NAD 83)
 OY0484_MARKER: P = PIPE CAP
 OY0484_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0484_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0484_STAMPING: 5474 1912 24
 OY0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0484+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 OY0484
 OY0484  HISTORY     - Date     Condition        Report By
 OY0484  HISTORY     - 1912     MONUMENTED       USGS
 OY0484  HISTORY     - 1936     GOOD             NGS
 OY0484  HISTORY     - 20050728 GOOD             IDTD
 OY0484
 OY0484                          STATION DESCRIPTION
 OY0484
 OY0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0484'IN MOORE.
 OY0484'AT MOORE, BUTTE COUNTY, 450 FEET NORTHWEST OF THE OREGON SHORT LINE
 OY0484'RAILROAD STATION, 360 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 18
 OY0484'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RED BRICK HOME OF R.
 OY0484'MAURICE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5474
 OY0484'1912 24 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 OY0484
 OY0484                          STATION RECOVERY (2005)
 OY0484
 OY0484'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (GDJ)
 OY0484'TURN LEFT (WEST) AT US-93 MILEPOST 90.306 ON TO A MOORE CITY STREET
 OY0484'AND PROCEED ABOUT 300 FEET TO THE MARK ON THE LEFT (SOUTH).   RTK
 OY0484'POSITION DERIVED FROM AN OPUS OBSERVED BASE STATION  (NAD 83, CORS96)
 OY0484'= 43-44-10.19456 N., 113-22-03.55119 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0541 ***********************************************************************
 SU0541  DESIGNATION -  5478 RM
 SU0541  PID         -  SU0541
 SU0541  STATE/COUNTY-  ID/SHOSHONE
 SU0541  USGS QUAD   -  MONUMENTAL BUTTES (1995)
 SU0541
 SU0541                         *CURRENT SURVEY CONTROL
 SU0541  ___________________________________________________________________
 SU0541* NAD 83(1986)-  47 01 52.     (N)    115 52 08.     (W)     SCALED    
 SU0541* NAVD 88     -      1671.409  (meters)    5483.61   (feet)  ADJUSTED  
 SU0541  ___________________________________________________________________
 SU0541  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 SU0541  DYNAMIC HT  -        1671.042 (meters)    5482.41  (feet)  COMP
 SU0541  MODELED GRAV-     980,333.8   (mgal)                       NAVD 88
 SU0541
 SU0541  VERT ORDER  -  SECOND    CLASS 0
 SU0541
 SU0541.The horizontal coordinates were scaled from a topographic map and have
 SU0541.an estimated accuracy of +/- 6 seconds.
 SU0541
 SU0541.The orthometric height was determined by differential leveling
 SU0541.and adjusted by the National Geodetic Survey in June 1991..
 SU0541
 SU0541.The geoid height was determined by GEOID03.
 SU0541
 SU0541.The dynamic height is computed by dividing the NAVD 88
 SU0541.geopotential number by the normal gravity value computed on the
 SU0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0541.degrees latitude (g = 980.6199 gals.).
 SU0541
 SU0541.The modeled gravity was interpolated from observed gravity values.
 SU0541
 SU0541;                    North         East    Units  Estimated Accuracy
 SU0541;SPC ID W     -   596,060.      790,960.      MT  (+/- 180 meters Scaled)
 SU0541
 SU0541                          SUPERSEDED SURVEY CONTROL
 SU0541
 SU0541  NGVD 29 (??/??/92) 1670.168  (m)         5479.54   (f) ADJ UNCH    2 0
 SU0541
 SU0541.Superseded values are not recommended for survey control.
 SU0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0541.See file dsdata.txt to determine how the superseded data were derived.
 SU0541
 SU0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN859092(NAD 83)
 SU0541_MARKER: N = NAIL
 SU0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0541_SP_SET: TREE
 SU0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0541
 SU0541  HISTORY     - Date     Condition        Report By
 SU0541  HISTORY     - UNK      MONUMENTED       USGS
 SU0541  HISTORY     - 1935     GOOD             NGS
 SU0541
 SU0541                          STATION DESCRIPTION
 SU0541
 SU0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SU0541'23.3 MI S FROM AVERY.
 SU0541'ABOUT 23.3 MILES SOUTH ALONG THE JUG CAMP ROAD FROM THE CHICAGO,
 SU0541'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT AVERY, SHOSHONE
 SU0541'COUNTY, 125.9 FEET EAST OF BENCH MARK R.P. 146 (U.S.G.S.), DESCRIBED
 SU0541'ABOVE, 78 FEET EAST OF THE CENTER OF THE TRIANGLE AT THE JUNCTION OF
 SU0541'THE THE CLARKIA, ROUND TOP AND JUG CAMP ROADS, 60.4 FEET NORTHEAST OF
 SU0541'BENCH MARK G 157, DESCRIBED BELOW, 33 FEET NORTHEAST OF THE CENTER
 SU0541'LINE OF THE JUG CAMP ROAD, AND IN THE BASE OF AN 18-INCH SPRUCE TREE.
 SU0541'A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0762 ***********************************************************************
 OZ0762  DESIGNATION -  5490.7
 OZ0762  PID         -  OZ0762
 OZ0762  STATE/COUNTY-  ID/BOISE
 OZ0762  USGS QUAD   -  BIG OWL CREEK (1972)
 OZ0762
 OZ0762                         *CURRENT SURVEY CONTROL
 OZ0762  ___________________________________________________________________
 OZ0762* NAD 83(1986)-  43 57 19.     (N)    115 31 28.     (W)     SCALED    
 OZ0762* NAVD 88     -      1674.474  (meters)    5493.67   (feet)  ADJUSTED  
 OZ0762  ___________________________________________________________________
 OZ0762  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 OZ0762  DYNAMIC HT  -        1673.557 (meters)    5490.66  (feet)  COMP
 OZ0762  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 OZ0762
 OZ0762  VERT ORDER  -  SECOND    CLASS 0
 OZ0762
 OZ0762.The horizontal coordinates were scaled from a topographic map and have
 OZ0762.an estimated accuracy of +/- 6 seconds.
 OZ0762
 OZ0762.The orthometric height was determined by differential leveling
 OZ0762.and adjusted by the National Geodetic Survey in June 1991..
 OZ0762
 OZ0762.The geoid height was determined by GEOID03.
 OZ0762
 OZ0762.The dynamic height is computed by dividing the NAVD 88
 OZ0762.geopotential number by the normal gravity value computed on the
 OZ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0762.degrees latitude (g = 980.6199 gals.).
 OZ0762
 OZ0762.The modeled gravity was interpolated from observed gravity values.
 OZ0762
 OZ0762;                    North         East    Units  Estimated Accuracy
 OZ0762;SPC ID W     -   254,250.      818,100.      MT  (+/- 180 meters Scaled)
 OZ0762
 OZ0762                          SUPERSEDED SURVEY CONTROL
 OZ0762
 OZ0762  NGVD 29 (??/??/92) 1673.277  (m)         5489.74   (f) ADJ UNCH    2 0
 OZ0762
 OZ0762.Superseded values are not recommended for survey control.
 OZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0762.See file dsdata.txt to determine how the superseded data were derived.
 OZ0762
 OZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ183679(NAD 83)
 OZ0762_MARKER: Q = CHISELED SQUARE
 OZ0762_SETTING: 80 = SET IN A BOULDER
 OZ0762_SP_SET: BOULDER
 OZ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0762+STABILITY: SURFACE MOTION
 OZ0762
 OZ0762  HISTORY     - Date     Condition        Report By
 OZ0762  HISTORY     - UNK      MONUMENTED       USGS
 OZ0762  HISTORY     - 1950     GOOD             NGS
 OZ0762
 OZ0762                          STATION DESCRIPTION
 OZ0762
 OZ0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0762'5.6 MI E FROM BEAVER CREEK GUARD STATION.
 OZ0762'5.6 MILES EAST ALONG A FOREST SERVICE ROAD FROM THE BEAVER CREEK
 OZ0762'GUARD STATION, ON THE OUTSIDE OF A CURVE, ON THE TOP OF A SMALL
 OZ0762'BOULDER, ABOUT 66 FEET NORTH OF THE NORTH BANK OF WILLOW CREEK, 28
 OZ0762'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 28 1/2 FEET SOUTHWEST
 OZ0762'OF A 12-INCH TRIANGULAR-BLAZED PINE TREE, 30.1 FEET NORTHWEST OF
 OZ0762'BENCH MARK U 338, 6 1/2 FEET NORTH OF A 12-INCH PINE TREE, ABOUT 6
 OZ0762'FEET LOWER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND
 OZ0762'NUMBERS US 5490/7 BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0220 ***********************************************************************
 PZ0220  DESIGNATION -  5493
 PZ0220  PID         -  PZ0220
 PZ0220  STATE/COUNTY-  ID/CLARK
 PZ0220  USGS QUAD   -  SCOTT BUTTE (1969)
 PZ0220
 PZ0220                         *CURRENT SURVEY CONTROL
 PZ0220  ___________________________________________________________________
 PZ0220* NAD 83(1986)-  44 02 37.     (N)    112 48 36.     (W)     SCALED    
 PZ0220* NAVD 88     -      1679.051  (meters)    5508.69   (feet)  ADJUSTED  
 PZ0220  ___________________________________________________________________
 PZ0220  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 PZ0220  DYNAMIC HT  -        1678.164 (meters)    5505.78  (feet)  COMP
 PZ0220  MODELED GRAV-     980,030.9   (mgal)                       NAVD 88
 PZ0220
 PZ0220  VERT ORDER  -  SECOND    CLASS 0
 PZ0220
 PZ0220.The horizontal coordinates were scaled from a topographic map and have
 PZ0220.an estimated accuracy of +/- 6 seconds.
 PZ0220
 PZ0220.The orthometric height was determined by differential leveling
 PZ0220.and adjusted by the National Geodetic Survey in June 1991..
 PZ0220
 PZ0220.The geoid height was determined by GEOID03.
 PZ0220
 PZ0220.The dynamic height is computed by dividing the NAVD 88
 PZ0220.geopotential number by the normal gravity value computed on the
 PZ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0220.degrees latitude (g = 980.6199 gals.).
 PZ0220
 PZ0220.The modeled gravity was interpolated from observed gravity values.
 PZ0220
 PZ0220;                    North         East    Units  Estimated Accuracy
 PZ0220;SPC ID E     -   264,240.      148,440.      MT  (+/- 180 meters Scaled)
 PZ0220
 PZ0220                          SUPERSEDED SURVEY CONTROL
 PZ0220
 PZ0220  NGVD 29 (??/??/92) 1677.878  (m)         5504.84   (f) ADJ UNCH    2 0
 PZ0220
 PZ0220.Superseded values are not recommended for survey control.
 PZ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0220.See file dsdata.txt to determine how the superseded data were derived.
 PZ0220
 PZ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP549783(NAD 83)
 PZ0220_MARKER: Z = SEE DESCRIPTION
 PZ0220_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0220_SP_SET: STONE
 PZ0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0220+STABILITY: POSITION/ELEVATION WELL
 PZ0220
 PZ0220  HISTORY     - Date     Condition        Report By
 PZ0220  HISTORY     - UNK      MONUMENTED       USGS
 PZ0220  HISTORY     - 1929     GOOD             USGS
 PZ0220
 PZ0220                          STATION DESCRIPTION
 PZ0220
 PZ0220'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0220'7.3 MI NW FROM RENO RANCH.
 PZ0220'ABOUT 7.3 MILES NORTHWEST ALONG THE ROAD LEADING TO KAUFMAN FROM RENO
 PZ0220'RANCH, CLARK COUNTY, ABOUT 9.9 MILES SOUTHEAST OF KAUFMAN, 25 FEET
 PZ0220'WEST OF THE ROAD, AND 1 FOOT EAST OF A 3-FOOT MOUND OF STONE 2.5 FEET
 PZ0220'HIGH AND PAINTED U.S.G.S. T.B.M. 5493.  THE TOP OF A STONE BURIED IN
 PZ0220'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0187 ***********************************************************************
 OZ0187  DESIGNATION -  5493.45
 OZ0187  PID         -  OZ0187
 OZ0187  STATE/COUNTY-  ID/CAMAS
 OZ0187  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0187
 OZ0187                         *CURRENT SURVEY CONTROL
 OZ0187  ___________________________________________________________________
 OZ0187* NAD 83(1986)-  43 15 03.     (N)    114 40 05.     (W)     SCALED    
 OZ0187* NAVD 88     -      1674.715  (meters)    5494.46   (feet)  ADJUSTED  
 OZ0187  ___________________________________________________________________
 OZ0187  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0187  DYNAMIC HT  -        1673.743 (meters)    5491.27  (feet)  COMP
 OZ0187  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 OZ0187
 OZ0187  VERT ORDER  -  SECOND    CLASS 0
 OZ0187
 OZ0187.The horizontal coordinates were scaled from a topographic map and have
 OZ0187.an estimated accuracy of +/- 6 seconds.
 OZ0187
 OZ0187.The orthometric height was determined by differential leveling
 OZ0187.and adjusted by the National Geodetic Survey in June 1991..
 OZ0187
 OZ0187.The geoid height was determined by GEOID03.
 OZ0187
 OZ0187.The dynamic height is computed by dividing the NAVD 88
 OZ0187.geopotential number by the normal gravity value computed on the
 OZ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0187.degrees latitude (g = 980.6199 gals.).
 OZ0187
 OZ0187.The modeled gravity was interpolated from observed gravity values.
 OZ0187
 OZ0187;                    North         East    Units  Estimated Accuracy
 OZ0187;SPC ID C     -   176,180.      445,750.      MT  (+/- 180 meters Scaled)
 OZ0187
 OZ0187                          SUPERSEDED SURVEY CONTROL
 OZ0187
 OZ0187  NGVD 29 (??/??/92) 1673.664  (m)         5491.01   (f) ADJ UNCH    2 0
 OZ0187
 OZ0187.Superseded values are not recommended for survey control.
 OZ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0187.See file dsdata.txt to determine how the superseded data were derived.
 OZ0187
 OZ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH893913(NAD 83)
 OZ0187_MARKER: DD = SURVEY DISK
 OZ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0187_STAMPING: 5493.45 1249+94.8
 OZ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0187+STABILITY: SURFACE MOTION
 OZ0187
 OZ0187  HISTORY     - Date     Condition        Report By
 OZ0187  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0187  HISTORY     - 1950     GOOD             NGS
 OZ0187  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0187
 OZ0187                          STATION DESCRIPTION
 OZ0187
 OZ0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0187'12.1 MI SE FROM FAIRFIELD.
 OZ0187'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0187'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 7.0 MILES SOUTH
 OZ0187'ALONG STATE HIGHWAY 46, AT THE EAST END OF A LONG CURVE OVERLOOKING
 OZ0187'FAIRFIELD VALLEY AND A LARGE RESERVOIR TO THE NORTHEAST, 100 FEET
 OZ0187'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD LEADING
 OZ0187'NORTHEAST, 50 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 9.3
 OZ0187'FEET EAST OF A FENCE, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 OZ0187'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 OZ0187
 OZ0187                          STATION RECOVERY (1981)
 OZ0187
 OZ0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0421 ***********************************************************************
 RY0421  DESIGNATION -  5493.51 RM
 RY0421  PID         -  RY0421
 RY0421  STATE/COUNTY-  ID/IDAHO
 RY0421  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0421
 RY0421                         *CURRENT SURVEY CONTROL
 RY0421  ___________________________________________________________________
 RY0421* NAD 83(1986)-  46 26 50.     (N)    115 34 56.     (W)     SCALED    
 RY0421* NAVD 88     -      1675.505  (meters)    5497.05   (feet)  ADJUSTED  
 RY0421  ___________________________________________________________________
 RY0421  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RY0421  DYNAMIC HT  -        1675.032 (meters)    5495.50  (feet)  COMP
 RY0421  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 RY0421
 RY0421  VERT ORDER  -  FIRST     CLASS II
 RY0421
 RY0421.The horizontal coordinates were scaled from a topographic map and have
 RY0421.an estimated accuracy of +/- 6 seconds.
 RY0421
 RY0421.The orthometric height was determined by differential leveling
 RY0421.and adjusted by the National Geodetic Survey in June 1991..
 RY0421
 RY0421.The geoid height was determined by GEOID03.
 RY0421
 RY0421.The dynamic height is computed by dividing the NAVD 88
 RY0421.geopotential number by the normal gravity value computed on the
 RY0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0421.degrees latitude (g = 980.6199 gals.).
 RY0421
 RY0421.The modeled gravity was interpolated from observed gravity values.
 RY0421
 RY0421;                    North         East    Units  Estimated Accuracy
 RY0421;SPC ID W     -   531,160.      812,890.      MT  (+/- 180 meters Scaled)
 RY0421
 RY0421                          SUPERSEDED SURVEY CONTROL
 RY0421
 RY0421  NGVD 29 (??/??/92) 1674.238  (m)         5492.90   (f) ADJ UNCH    1 2
 RY0421
 RY0421.Superseded values are not recommended for survey control.
 RY0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0421.See file dsdata.txt to determine how the superseded data were derived.
 RY0421
 RY0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM088447(NAD 83)
 RY0421_MARKER: Q = CHISELED SQUARE
 RY0421_SETTING: 80 = SET IN A BOULDER
 RY0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0421+STABILITY: SURFACE MOTION
 RY0421
 RY0421  HISTORY     - Date     Condition        Report By
 RY0421  HISTORY     - UNK      MONUMENTED       USGS
 RY0421  HISTORY     - 1950     GOOD             NGS
 RY0421
 RY0421                          STATION DESCRIPTION
 RY0421
 RY0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0421'20.6 MI E FROM PIERCE.
 RY0421'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0421'PIERCE, THENCE 19.9 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 1.5
 RY0421'MILES EAST OF CAMP MARTIN, 109 FEET NORTHEAST OF G W M 20 (USGS), 34
 RY0421'FEET NORTHWEST OF THE CENTER OF THE JUNCTION AT THE SOUTHWEST CORNER
 RY0421'OF A TRIANGLE FORMED BY THE JUNCTION OF A DIRT ROAD LEADING NORTH TO
 RY0421'LEANTO LOOKOUT, 13.7 FEET WEST OF A WHITE SIGN READING PIERCE 19 AND
 RY0421'BUNGALOW RANGER STATION 23, IN THE TOP OF A ROUND SURFACE BOULDER
 RY0421'ABOUT 2 FEET LOWER THAN THE CENTER OF THE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0435 ***********************************************************************
 NU0435  DESIGNATION -  5494
 NU0435  PID         -  NU0435
 NU0435  STATE/COUNTY-  ID/ONEIDA
 NU0435  USGS QUAD   -  CEDARHILL (1973)
 NU0435
 NU0435                         *CURRENT SURVEY CONTROL
 NU0435  ___________________________________________________________________
 NU0435* NAD 83(1986)-  42 15 30.     (N)    112 42 32.     (W)     SCALED    
 NU0435* NAVD 88     -      1665.136  (meters)    5463.03   (feet)  ADJUSTED  
 NU0435  ___________________________________________________________________
 NU0435  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 NU0435  DYNAMIC HT  -        1664.002 (meters)    5459.31  (feet)  COMP
 NU0435  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 NU0435
 NU0435  VERT ORDER  -  SECOND    CLASS 0
 NU0435
 NU0435.The horizontal coordinates were scaled from a topographic map and have
 NU0435.an estimated accuracy of +/- 6 seconds.
 NU0435
 NU0435.The orthometric height was determined by differential leveling
 NU0435.and adjusted by the National Geodetic Survey in June 1991..
 NU0435
 NU0435.The geoid height was determined by GEOID03.
 NU0435
 NU0435.The dynamic height is computed by dividing the NAVD 88
 NU0435.geopotential number by the normal gravity value computed on the
 NU0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0435.degrees latitude (g = 980.6199 gals.).
 NU0435
 NU0435.The modeled gravity was interpolated from observed gravity values.
 NU0435
 NU0435;                    North         East    Units  Estimated Accuracy
 NU0435;SPC ID E     -    65,860.      155,260.      MT  (+/- 180 meters Scaled)
 NU0435
 NU0435                          SUPERSEDED SURVEY CONTROL
 NU0435
 NU0435  NGVD 29 (??/??/92) 1664.020  (m)         5459.37   (f) ADJ UNCH    2 0
 NU0435
 NU0435.Superseded values are not recommended for survey control.
 NU0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0435.See file dsdata.txt to determine how the superseded data were derived.
 NU0435
 NU0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM590798(NAD 83)
 NU0435_MARKER: P = PIPE CAP
 NU0435_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0435_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0435_STAMPING: 5494
 NU0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0435
 NU0435  HISTORY     - Date     Condition        Report By
 NU0435  HISTORY     - UNK      MONUMENTED       USGS
 NU0435  HISTORY     - 1934     GOOD             NGS
 NU0435
 NU0435                          STATION DESCRIPTION
 NU0435
 NU0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0435'13.2 MI NW FROM HOLBROOK.
 NU0435'IN POWER COUNTY, ABOUT 13.2 MILES NORTHWEST ALONG STATE HIGHWAY 37
 NU0435'FROM THE SCHOOLHOUSE AT HOLBROOK, ONEIDA COUNTY, ABOUT 3.0 MILES EAST
 NU0435'OF THE JUNCTION WITH A NORTH-AND-SOUTH ROAD, 25 FEET SOUTH OF THE
 NU0435'CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF A NORTH-AND-SOUTH FENCE,
 NU0435'AND IN LINE WITH AN EAST-AND-WEST FENCE.  A UNITED STATES GEOLOGICAL
 NU0435'SURVEY STANDARD CAP, STAMPED 5494 AND RIVETED TO THE TOP OF A
 NU0435'3-1/2-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0325 ***********************************************************************
 OZ0325  DESIGNATION -  55 E
 OZ0325  PID         -  OZ0325
 OZ0325  STATE/COUNTY-  ID/BLAINE
 OZ0325  USGS QUAD   -  ALTURAS LAKE (1963)
 OZ0325
 OZ0325                         *CURRENT SURVEY CONTROL
 OZ0325  ___________________________________________________________________
 OZ0325* NAD 83(1986)-  43 55 06.     (N)    114 51 59.     (W)     SCALED    
 OZ0325* NAVD 88     -      2148.090  (meters)    7047.53   (feet)  ADJUSTED  
 OZ0325  ___________________________________________________________________
 OZ0325  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 OZ0325  DYNAMIC HT  -        2146.639 (meters)    7042.76  (feet)  COMP
 OZ0325  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 OZ0325
 OZ0325  VERT ORDER  -  SECOND    CLASS 0
 OZ0325
 OZ0325.The horizontal coordinates were scaled from a topographic map and have
 OZ0325.an estimated accuracy of +/- 6 seconds.
 OZ0325
 OZ0325.The orthometric height was determined by differential leveling
 OZ0325.and adjusted by the National Geodetic Survey in June 1991..
 OZ0325
 OZ0325.The geoid height was determined by GEOID03.
 OZ0325
 OZ0325.The dynamic height is computed by dividing the NAVD 88
 OZ0325.geopotential number by the normal gravity value computed on the
 OZ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0325.degrees latitude (g = 980.6199 gals.).
 OZ0325
 OZ0325.The modeled gravity was interpolated from observed gravity values.
 OZ0325
 OZ0325;                    North         East    Units  Estimated Accuracy
 OZ0325;SPC ID C     -   250,490.      430,420.      MT  (+/- 180 meters Scaled)
 OZ0325
 OZ0325                          SUPERSEDED SURVEY CONTROL
 OZ0325
 OZ0325  NGVD 29 (??/??/92) 2146.676  (m)         7042.89   (f) ADJ UNCH    2 0
 OZ0325
 OZ0325.Superseded values are not recommended for survey control.
 OZ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0325.See file dsdata.txt to determine how the superseded data were derived.
 OZ0325
 OZ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ712650(NAD 83)
 OZ0325_MARKER: DD = SURVEY DISK
 OZ0325_SETTING: 80 = SET IN A BOULDER
 OZ0325_SP_SET: BOULDER
 OZ0325_STAMPING: 55 E 1936
 OZ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0325+STABILITY: SURFACE MOTION
 OZ0325
 OZ0325  HISTORY     - Date     Condition        Report By
 OZ0325  HISTORY     - 1936     MONUMENTED       USGS
 OZ0325  HISTORY     - 1950     GOOD             NGS
 OZ0325  HISTORY     - 1951     GOOD             NGS
 OZ0325
 OZ0325                          STATION DESCRIPTION
 OZ0325
 OZ0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0325'1.3 MI W FROM ALTURAS LAKE.
 OZ0325'1.3 MILES WEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE OUTLET
 OZ0325'AT ALTURAS LAKE, NEAR THE SOUTHWEST END OF ALTURAS PUBLIC PARK, 200
 OZ0325'YARDS SOUTH OF A FOREST SERVICE SIGN READING ALTURAS LAKE FOREST CAMP,
 OZ0325'333 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 80 YARDS
 OZ0325'NORTHWEST OF THE NORTHWEST EDGE OF ALTURAS LAKE, 141 FEET NORTHWEST OF
 OZ0325'THE CENTER LINE OF A PARK ROAD, 15 FEET NORTH OF A 16-INCH PINE TREE,
 OZ0325'IN THE SOUTH SIDE OF A PYRAMID SHAPED BOULDER PROJECTING 0.3 FOOT
 OZ0325'ABOVE THE GROUND ABOUT 10 FEET LOWER THAN THE ROAD, AND MARKED WITH
 OZ0325'THE WHITE PAINTED LETTERS B M.
 OZ0325
 OZ0325                          STATION RECOVERY (1951)
 OZ0325
 OZ0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1217 ***********************************************************************
 NV1217  DESIGNATION -  55 EMH
 NV1217  PID         -  NV1217
 NV1217  STATE/COUNTY-  ID/OWYHEE
 NV1217  USGS QUAD   -  GRASMERE (1979)
 NV1217
 NV1217                         *CURRENT SURVEY CONTROL
 NV1217  ___________________________________________________________________
 NV1217* NAD 83(1986)-  42 27 13.     (N)    115 59 33.     (W)     SCALED    
 NV1217* NAVD 88     -      1654.531  (meters)    5428.24   (feet)  POSTED    
 NV1217  ___________________________________________________________________
 NV1217  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 NV1217  DYNAMIC HT  -        1653.440 (meters)    5424.66  (feet)  COMP
 NV1217  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 NV1217
 NV1217  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV1217
 NV1217.The horizontal coordinates were scaled from a topographic map and have
 NV1217.an estimated accuracy of +/- 6 seconds.
 NV1217
 NV1217.The orthometric height was determined by differential leveling
 NV1217.and adjusted by the National Geodetic Survey in 1992..
 NV1217.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV1217.rate of 0.0 thru 1.0 mm/km.
 NV1217
 NV1217.The geoid height was determined by GEOID03.
 NV1217
 NV1217.The dynamic height is computed by dividing the NAVD 88
 NV1217.geopotential number by the normal gravity value computed on the
 NV1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1217.degrees latitude (g = 980.6199 gals.).
 NV1217
 NV1217.The modeled gravity was interpolated from observed gravity values.
 NV1217
 NV1217;                    North         East    Units  Estimated Accuracy
 NV1217;SPC ID W     -    87,430.      780,050.      MT  (+/- 180 meters Scaled)
 NV1217
 NV1217                          SUPERSEDED SURVEY CONTROL
 NV1217
 NV1217.No superseded survey control is available for this station.
 NV1217
 NV1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH828006(NAD 83)
 NV1217_MARKER: DD = SURVEY DISK
 NV1217_SETTING: 66 = SET IN ROCK OUTCROP
 NV1217_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NV1217_STAMPING: 55 EMH 1972 5424
 NV1217_MARK LOGO: USGS  
 NV1217_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NV1217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1217+STABILITY: POSITION/ELEVATION WELL
 NV1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1217+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NV1217
 NV1217  HISTORY     - Date     Condition        Report By
 NV1217  HISTORY     - 1972     MONUMENTED       USGS
 NV1217
 NV1217                          STATION DESCRIPTION
 NV1217
 NV1217'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NV1217'FROM GRASMERE, IDAHO, PROCEED 4.0 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NV1217'9.5 MILES SOUTHEAST ALONG GRADED ROAD, 0.2 MILES SOUTH AND 0.5 MILES
 NV1217'WEST OF WICKAHONEY RANCH HOUSE, 37 FEET NORTHEAST AND ABOUT 3 FEET
 NV1217'HIGHER THAN THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP
 NV1217'PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1012 ***********************************************************************
 OY1012  DESIGNATION -  55 HLS
 OY1012  PID         -  OY1012
 OY1012  STATE/COUNTY-  ID/BUTTE
 OY1012  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1012
 OY1012                         *CURRENT SURVEY CONTROL
 OY1012  ___________________________________________________________________
 OY1012* NAD 83(1986)-  43 50 20.     (N)    112 42 21.     (W)     SCALED    
 OY1012* NAVD 88     -      1460.501  (meters)    4791.66   (feet)  ADJUSTED  
 OY1012  ___________________________________________________________________
 OY1012  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 OY1012  DYNAMIC HT  -        1459.785 (meters)    4789.31  (feet)  COMP
 OY1012  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 OY1012
 OY1012  VERT ORDER  -  FIRST     CLASS II
 OY1012
 OY1012.The horizontal coordinates were scaled from a topographic map and have
 OY1012.an estimated accuracy of +/- 6 seconds.
 OY1012
 OY1012.The orthometric height was determined by differential leveling
 OY1012.and adjusted by the National Geodetic Survey in December 1992..
 OY1012.WARNING-Repeat measurements at this control monument indicate possible
 OY1012.vertical movement.
 OY1012
 OY1012.The geoid height was determined by GEOID03.
 OY1012
 OY1012.The dynamic height is computed by dividing the NAVD 88
 OY1012.geopotential number by the normal gravity value computed on the
 OY1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1012.degrees latitude (g = 980.6199 gals.).
 OY1012
 OY1012.The modeled gravity was interpolated from observed gravity values.
 OY1012
 OY1012;                    North         East    Units  Estimated Accuracy
 OY1012;SPC ID C     -   242,110.      604,080.      MT  (+/- 180 meters Scaled)
 OY1012
 OY1012                          SUPERSEDED SURVEY CONTROL
 OY1012
 OY1012  NGVD 29 (08/20/92) 1459.452  (m)         4788.22   (f) ADJUSTED    1 2
 OY1012
 OY1012.Superseded values are not recommended for survey control.
 OY1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1012.See file dsdata.txt to determine how the superseded data were derived.
 OY1012
 OY1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP628553(NAD 83)
 OY1012_MARKER: DB = BENCH MARK DISK
 OY1012_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OY1012_SP_SET: COPPER-CLAD STEEL ROD
 OY1012_STAMPING: 55 HLS 1967 4789
 OY1012_MARK LOGO: USGS  
 OY1012_PROJECTION: PROJECTING 8 CENTIMETERS
 OY1012_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1012+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY1012
 OY1012  HISTORY     - Date     Condition        Report By
 OY1012  HISTORY     - 1967     MONUMENTED       USGS
 OY1012  HISTORY     - 19920331 GOOD             NGS
 OY1012
 OY1012                          STATION DESCRIPTION
 OY1012
 OY1012'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1012'FROM THE POST OFFICE IN HOWE, IDAHO PROCEED 8.5 MILES EAST ALONG
 OY1012'HIGHWAYS 22 AND 88, THENCE 6.8 MILES NORTHEAST ALONG POWER LINE
 OY1012'SERVICE ROAD TO THE JUNCTION OF LINCOLN AND MCKINLEY BOULEVARDS, 0.5
 OY1012'MILES SOUTHWEST OF A TEST AREA NORTH ALONG LINCOLN BOULEVARD, 96 FEET
 OY1012'EAST OF LINCOLN BOULEVARD, 52 FEET NORTH OF THE SERVICE ROAD, 46 FEET
 OY1012'NORTHEAST OF MCKINLEY BOULEVARD, 9 FEET NORTH OF A POWER LINE
 OY1012'JUNCTION POLE NUMBER 18, 1 FOOT NORTHWEST OF A WITNESS POST, SET ON A
 OY1012'COPPER-COATED ROD (DRIVEN TO REFUSAL) PROJECTING 0.1 FOOT.
 OY1012
 OY1012                          STATION RECOVERY (1992)
 OY1012
 OY1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1012'27.5 KM (17.10 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1012'OFFICE IN HOWE, 29.4 M (96.5 FT) EAST OF THE HIGHWAY CENTERLINE, 14.3
 OY1012'M (46.9 FT) NORTHEAST OF THE CENTERLINE OF MCKINLEY BOULEVARD, 2.5 M
 OY1012'(8.2 FT) NORTH OF UTILITY POLE NUMBER 19 WITH 2 GUY CABLES, 0.6 M
 OY1012'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A
 OY1012'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PIPE AND IS
 OY1012'FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0457 ***********************************************************************
 NT0457  DESIGNATION -  5502
 NT0457  PID         -  NT0457
 NT0457  STATE/COUNTY-  ID/BANNOCK
 NT0457  USGS QUAD   -  TALMAGE (1982)
 NT0457
 NT0457                         *CURRENT SURVEY CONTROL
 NT0457  ___________________________________________________________________
 NT0457* NAD 83(1986)-  42 41 34.     (N)    111 49 10.     (W)     SCALED    
 NT0457* NAVD 88     -      1679.085  (meters)    5508.80   (feet)  ADJUSTED  
 NT0457  ___________________________________________________________________
 NT0457  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 NT0457  DYNAMIC HT  -        1677.955 (meters)    5505.09  (feet)  COMP
 NT0457  MODELED GRAV-     979,888.4   (mgal)                       NAVD 88
 NT0457
 NT0457  VERT ORDER  -  SECOND    CLASS 0
 NT0457
 NT0457.The horizontal coordinates were scaled from a topographic map and have
 NT0457.an estimated accuracy of +/- 6 seconds.
 NT0457
 NT0457.The orthometric height was determined by differential leveling
 NT0457.and adjusted by the National Geodetic Survey in June 1991..
 NT0457
 NT0457.The geoid height was determined by GEOID03.
 NT0457
 NT0457.The dynamic height is computed by dividing the NAVD 88
 NT0457.geopotential number by the normal gravity value computed on the
 NT0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0457.degrees latitude (g = 980.6199 gals.).
 NT0457
 NT0457.The modeled gravity was interpolated from observed gravity values.
 NT0457
 NT0457;                    North         East    Units  Estimated Accuracy
 NT0457;SPC ID E     -   114,030.      228,450.      MT  (+/- 180 meters Scaled)
 NT0457
 NT0457                          SUPERSEDED SURVEY CONTROL
 NT0457
 NT0457  NGVD 29 (??/??/92) 1677.92   (m)         5505.0    (f) COMPUTED    2 0
 NT0457
 NT0457.Superseded values are not recommended for survey control.
 NT0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0457.See file dsdata.txt to determine how the superseded data were derived.
 NT0457
 NT0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN328270(NAD 83)
 NT0457_MARKER: DD = SURVEY DISK
 NT0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0457_SP_SET: FOUNDATION
 NT0457_STAMPING: 5502 B 1909 J
 NT0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0457
 NT0457  HISTORY     - Date     Condition        Report By
 NT0457  HISTORY     - 1909     MONUMENTED       USGS
 NT0457  HISTORY     - 1934     GOOD             NGS
 NT0457
 NT0457                          STATION DESCRIPTION
 NT0457
 NT0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0457'4.3 MI E FROM BANCROFT.
 NT0457'ABOUT 4.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM BANCROFT,
 NT0457'BANNOCK COUNTY, ON THE NORTH SIDE OF THE TRACK, AND IN THE TOP OF THE
 NT0457'CONCRETE FOUNDATION OF SEMAPHORE 1581.  A UNITED STATES GEOLOGICAL
 NT0457'SURVEY STANDARD DISK, STAMPED 5502 B 1909 J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0668 ***********************************************************************
 OY0668  DESIGNATION -  5504.9
 OY0668  PID         -  OY0668
 OY0668  STATE/COUNTY-  ID/BLAINE
 OY0668  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0668
 OY0668                         *CURRENT SURVEY CONTROL
 OY0668  ___________________________________________________________________
 OY0668* NAD 83(1986)-  43 24 01.     (N)    113 38 25.     (W)     SCALED    
 OY0668* NAVD 88     -      1678.529  (meters)    5506.97   (feet)  ADJUSTED  
 OY0668  ___________________________________________________________________
 OY0668  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 OY0668  DYNAMIC HT  -        1677.546 (meters)    5503.75  (feet)  COMP
 OY0668  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 OY0668
 OY0668  VERT ORDER  -  SECOND    CLASS 0
 OY0668
 OY0668.The horizontal coordinates were scaled from a topographic map and have
 OY0668.an estimated accuracy of +/- 6 seconds.
 OY0668
 OY0668.The orthometric height was determined by differential leveling
 OY0668.and adjusted by the National Geodetic Survey in June 1991..
 OY0668
 OY0668.The geoid height was determined by GEOID03.
 OY0668
 OY0668.The dynamic height is computed by dividing the NAVD 88
 OY0668.geopotential number by the normal gravity value computed on the
 OY0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0668.degrees latitude (g = 980.6199 gals.).
 OY0668
 OY0668.The modeled gravity was interpolated from observed gravity values.
 OY0668
 OY0668;                    North         East    Units  Estimated Accuracy
 OY0668;SPC ID C     -   192,630.      529,140.      MT  (+/- 180 meters Scaled)
 OY0668
 OY0668                          SUPERSEDED SURVEY CONTROL
 OY0668
 OY0668  NGVD 29 (??/??/92) 1677.416  (m)         5503.32   (f) ADJ UNCH    2 0
 OY0668
 OY0668.Superseded values are not recommended for survey control.
 OY0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0668.See file dsdata.txt to determine how the superseded data were derived.
 OY0668
 OY0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP861086(NAD 83)
 OY0668_MARKER: N = NAIL
 OY0668_SETTING: 66 = SET IN ROCK OUTCROP
 OY0668_SP_SET: ROCK OUTCROP
 OY0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0668+STABILITY: POSITION/ELEVATION WELL
 OY0668
 OY0668  HISTORY     - Date     Condition        Report By
 OY0668  HISTORY     - UNK      MONUMENTED       USGS
 OY0668  HISTORY     - 1958     GOOD             NGS
 OY0668
 OY0668                          STATION DESCRIPTION
 OY0668
 OY0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0668'18.95 MI NE FROM CAREY.
 OY0668'17.8 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0668'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, THENCE 1.15 MILES NORTHEAST
 OY0668'ALONG A TRACK ROAD, AT THE CROSSING OF A TELEPHONE LINE, AT THE NORTH
 OY0668'END OF A CURVE, IN THE TOP OF A LARGE LEDGE OF LAVA OUTCROP WHICH
 OY0668'PROJECTS ABOUT 10 FEET ABOVE THE GROUND, 32 FEET EAST OF THE CENTER
 OY0668'LINE OF THE ROAD, 153 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM
 OY0668'THE FIRST TELEPHONE POLE WEST OF THE ROAD, AND ABOUT LEVEL WITH THE
 OY0668'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0470 ***********************************************************************
 OX0470  DESIGNATION -  5507
 OX0470  PID         -  OX0470
 OX0470  STATE/COUNTY-  ID/BONNEVILLE
 OX0470  USGS QUAD   -  HEISE SE (1979)
 OX0470
 OX0470                         *CURRENT SURVEY CONTROL
 OX0470  ___________________________________________________________________
 OX0470* NAD 83(1986)-  43 34 52.     (N)    111 34 23.     (W)     SCALED    
 OX0470* NAVD 88     -      1679.39   (+/-2cm)    5509.8    (feet)  VERTCON   
 OX0470  ___________________________________________________________________
 OX0470  GEOID HEIGHT-         -10.62  (meters)                     GEOID03
 OX0470
 OX0470  VERT ORDER  -  ? (See Below)
 OX0470
 OX0470.The horizontal coordinates were scaled from a topographic map and have
 OX0470.an estimated accuracy of +/- 6 seconds.
 OX0470
 OX0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0470.The vertical order pertains to the NGVD 29 superseded value.
 OX0470
 OX0470.The geoid height was determined by GEOID03.
 OX0470
 OX0470;                    North         East    Units  Estimated Accuracy
 OX0470;SPC ID E     -   212,830.      247,940.      MT  (+/- 180 meters Scaled)
 OX0470
 OX0470                          SUPERSEDED SURVEY CONTROL
 OX0470
 OX0470  NGVD 29 (??/??/92) 1678.232  (m)         5506.00   (f) ADJ UNCH    ?  
 OX0470
 OX0470.Superseded values are not recommended for survey control.
 OX0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0470.See file dsdata.txt to determine how the superseded data were derived.
 OX0470
 OX0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP537255(NAD 83)
 OX0470_MARKER: Z = SEE DESCRIPTION
 OX0470_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0470_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0470
 OX0470  HISTORY     - Date     Condition        Report By
 OX0470  HISTORY     - UNK      MONUMENTED       USGS
 OX0470  HISTORY     - 1930     GOOD             USGS
 OX0470
 OX0470                          STATION DESCRIPTION
 OX0470
 OX0470'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0470'16.9 MI NW FROM SWAN VALLEY.
 OX0470'16.9 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0470'BONNEVILLE COUNTY, 13.9 MILES NORTHWEST OF THE SWAN VALLEY BRIDGE OVER
 OX0470'SNAKE RIVER, 0.6 MILE EAST OF ANTELOPE SCHOOL, ABOUT 100 FEET
 OX0470'SOUTHWEST OF RANCH HOUSE, AT A T-ROAD LEADING NORTH, SOUTH OF THE
 OX0470'HIGHWAY, AND 2 FEET NORTHWEST OF A FENCE CORNER.  THE TOP OF 1-INCH
 OX0470'IRON PIPE, PAINTED USBM 5507.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0413 ***********************************************************************
 OZ0413  DESIGNATION -  5518.1
 OZ0413  PID         -  OZ0413
 OZ0413  STATE/COUNTY-  ID/BOISE
 OZ0413  USGS QUAD   -  BEAR RIVER (1972)
 OZ0413
 OZ0413                         *CURRENT SURVEY CONTROL
 OZ0413  ___________________________________________________________________
 OZ0413* NAD 83(1986)-  43 55 58.     (N)    115 29 14.     (W)     SCALED    
 OZ0413* NAVD 88     -      1682.805  (meters)    5521.00   (feet)  ADJUSTED  
 OZ0413  ___________________________________________________________________
 OZ0413  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 OZ0413  DYNAMIC HT  -        1681.887 (meters)    5517.99  (feet)  COMP
 OZ0413  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 OZ0413
 OZ0413  VERT ORDER  -  SECOND    CLASS 0
 OZ0413
 OZ0413.The horizontal coordinates were scaled from a topographic map and have
 OZ0413.an estimated accuracy of +/- 6 seconds.
 OZ0413
 OZ0413.The orthometric height was determined by differential leveling
 OZ0413.and adjusted by the National Geodetic Survey in June 1991..
 OZ0413
 OZ0413.The geoid height was determined by GEOID03.
 OZ0413
 OZ0413.The dynamic height is computed by dividing the NAVD 88
 OZ0413.geopotential number by the normal gravity value computed on the
 OZ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0413.degrees latitude (g = 980.6199 gals.).
 OZ0413
 OZ0413.The modeled gravity was interpolated from observed gravity values.
 OZ0413
 OZ0413;                    North         East    Units  Estimated Accuracy
 OZ0413;SPC ID W     -   251,760.      821,100.      MT  (+/- 180 meters Scaled)
 OZ0413
 OZ0413                          SUPERSEDED SURVEY CONTROL
 OZ0413
 OZ0413  NGVD 29 (??/??/92) 1681.621  (m)         5517.12   (f) ADJ UNCH    2 0
 OZ0413
 OZ0413.Superseded values are not recommended for survey control.
 OZ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0413.See file dsdata.txt to determine how the superseded data were derived.
 OZ0413
 OZ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ214655(NAD 83)
 OZ0413_MARKER: N = NAIL
 OZ0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0413_SP_SET: CULVERT
 OZ0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0413
 OZ0413  HISTORY     - Date     Condition        Report By
 OZ0413  HISTORY     - UNK      MONUMENTED       USGS
 OZ0413  HISTORY     - 1950     GOOD             NGS
 OZ0413
 OZ0413                          STATION DESCRIPTION
 OZ0413
 OZ0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0413'8.9 MI W FROM DEER PARK GUARD STATION.
 OZ0413'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0413'THENCE 8.5 MILES WEST ALONG A FOREST SERVICE ROAD, ON THE INSIDE OF A
 OZ0413'HORSESHOE CURVE, 83.2 FEET WEST AND ACROSS THE ROAD FROM THE SOUTHWEST
 OZ0413'CORNER OF THE REMAINS OF AN OLD LOG CABIN, 82.3 FEET SOUTH OF THE
 OZ0413'CENTER OF THE SOUTH END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT,
 OZ0413'39 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A ROOT ON
 OZ0413'THE NORTHEAST SIDE OF A 16-INCH PINE TREE, ABOUT 10 FEET LOWER THAN
 OZ0413'THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS US
 OZ0413'5518/1 BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0367 ***********************************************************************
 OZ0367  DESIGNATION -  5526
 OZ0367  PID         -  OZ0367
 OZ0367  STATE/COUNTY-  ID/ELMORE
 OZ0367  USGS QUAD   -  ATLANTA EAST (1972)
 OZ0367
 OZ0367                         *CURRENT SURVEY CONTROL
 OZ0367  ___________________________________________________________________
 OZ0367* NAD 83(1986)-  43 49 02.     (N)    115 05 12.     (W)     SCALED    
 OZ0367* NAVD 88     -      1685.470  (meters)    5529.75   (feet)  ADJUSTED  
 OZ0367  ___________________________________________________________________
 OZ0367  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 OZ0367  DYNAMIC HT  -        1684.367 (meters)    5526.13  (feet)  COMP
 OZ0367  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 OZ0367
 OZ0367  VERT ORDER  -  SECOND    CLASS 0
 OZ0367
 OZ0367.The horizontal coordinates were scaled from a topographic map and have
 OZ0367.an estimated accuracy of +/- 6 seconds.
 OZ0367
 OZ0367.The orthometric height was determined by differential leveling
 OZ0367.and adjusted by the National Geodetic Survey in June 1991..
 OZ0367
 OZ0367.The geoid height was determined by GEOID03.
 OZ0367
 OZ0367.The dynamic height is computed by dividing the NAVD 88
 OZ0367.geopotential number by the normal gravity value computed on the
 OZ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0367.degrees latitude (g = 980.6199 gals.).
 OZ0367
 OZ0367.The modeled gravity was interpolated from observed gravity values.
 OZ0367
 OZ0367;                    North         East    Units  Estimated Accuracy
 OZ0367;SPC ID W     -   239,100.      853,360.      MT  (+/- 180 meters Scaled)
 OZ0367
 OZ0367                          SUPERSEDED SURVEY CONTROL
 OZ0367
 OZ0367  NGVD 29 (??/??/92) 1684.115  (m)         5525.30   (f) ADJ UNCH    2 0
 OZ0367
 OZ0367.Superseded values are not recommended for survey control.
 OZ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0367.See file dsdata.txt to determine how the superseded data were derived.
 OZ0367
 OZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ538533(NAD 83)
 OZ0367_MARKER: Q = CHISELED SQUARE
 OZ0367_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0367_SP_SET: OUTCROP
 OZ0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0367+STABILITY: POSITION/ELEVATION WELL
 OZ0367
 OZ0367  HISTORY     - Date     Condition        Report By
 OZ0367  HISTORY     - UNK      MONUMENTED       USGS
 OZ0367  HISTORY     - 1950     GOOD             NGS
 OZ0367  HISTORY     - 1951     GOOD             NGS
 OZ0367
 OZ0367                          STATION DESCRIPTION
 OZ0367
 OZ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0367'2.8 MI NE FROM ATLANTA.
 OZ0367'2.8 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0367'POST OFFICE AT ATLANTA, ON THE SOUTH FACE OF A LARGE PROMINENT
 OZ0367'OUTCROP, 68 FEET SOUTH OF BENCH MARK Q 334, 60 FEET NORTH OF THE TOP
 OZ0367'OF THE NORTH BANK OF THE MIDDLE FORK BOISE RIVER, 14.5 FEET NORTH OF
 OZ0367'THE CENTER LINE OF THE ROAD, ABOUT 8 FEET HIGHER THAN THE ROAD, AND
 OZ0367'MARKED BY THE WHITE PAINTED LETTERS BM.
 OZ0367
 OZ0367                          STATION RECOVERY (1951)
 OZ0367
 OZ0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0468 ***********************************************************************
 OX0468  DESIGNATION -  5533.5
 OX0468  PID         -  OX0468
 OX0468  STATE/COUNTY-  ID/BONNEVILLE
 OX0468  USGS QUAD   -  HEISE SE (1979)
 OX0468
 OX0468                         *CURRENT SURVEY CONTROL
 OX0468  ___________________________________________________________________
 OX0468* NAD 83(1986)-  43 34 20.     (N)    111 33 13.     (W)     SCALED    
 OX0468* NAVD 88     -      1687.61   (+/-2cm)    5536.8    (feet)  VERTCON   
 OX0468  ___________________________________________________________________
 OX0468  GEOID HEIGHT-         -10.59  (meters)                     GEOID03
 OX0468
 OX0468  VERT ORDER  -  ? (See Below)
 OX0468
 OX0468.The horizontal coordinates were scaled from a topographic map and have
 OX0468.an estimated accuracy of +/- 6 seconds.
 OX0468
 OX0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0468.The vertical order pertains to the NGVD 29 superseded value.
 OX0468
 OX0468.The geoid height was determined by GEOID03.
 OX0468
 OX0468;                    North         East    Units  Estimated Accuracy
 OX0468;SPC ID E     -   211,850.      249,520.      MT  (+/- 180 meters Scaled)
 OX0468
 OX0468                          SUPERSEDED SURVEY CONTROL
 OX0468
 OX0468  NGVD 29 (??/??/92) 1686.444  (m)         5532.94   (f) ADJ UNCH    ?  
 OX0468
 OX0468.Superseded values are not recommended for survey control.
 OX0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0468.See file dsdata.txt to determine how the superseded data were derived.
 OX0468
 OX0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP552245(NAD 83)
 OX0468_MARKER: Q = CHISELED SQUARE
 OX0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0468_SP_SET: CULVERT
 OX0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0468
 OX0468  HISTORY     - Date     Condition        Report By
 OX0468  HISTORY     - UNK      MONUMENTED       USGS
 OX0468  HISTORY     - 1930     GOOD             USGS
 OX0468
 OX0468                          STATION DESCRIPTION
 OX0468
 OX0468'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0468'16.0 MI NW FROM SWAN VALLEY.
 OX0468'16.0 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0468'BONNEVILLE COUNTY, 13.0 MILES NORTHWEST OF THE SWAN VALLEY BRIDGE OVER
 OX0468'SNAKE RIVER, 20.1 FEET NORTHWEST OF THE CENTERLINE OF A T-ROAD LEADING
 OX0468'SOUTHWEST, ON THE TOP OF THE NORTHEAST END OF A CONCRETE CULVERT
 OX0468'PAINTED USBM 5533.5, AND 13.8 FEET NORTHEAST OF THE CENTERLINE OF THE
 OX0468'HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0183 ***********************************************************************
 OZ0183  DESIGNATION -  5543.46
 OZ0183  PID         -  OZ0183
 OZ0183  STATE/COUNTY-  ID/CAMAS
 OZ0183  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0183
 OZ0183                         *CURRENT SURVEY CONTROL
 OZ0183  ___________________________________________________________________
 OZ0183* NAD 83(1986)-  43 14 32.     (N)    114 40 19.     (W)     SCALED    
 OZ0183* NAVD 88     -      1689.950  (meters)    5544.44   (feet)  ADJUSTED  
 OZ0183  ___________________________________________________________________
 OZ0183  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 OZ0183  DYNAMIC HT  -        1688.962 (meters)    5541.20  (feet)  COMP
 OZ0183  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 OZ0183
 OZ0183  VERT ORDER  -  SECOND    CLASS 0
 OZ0183
 OZ0183.The horizontal coordinates were scaled from a topographic map and have
 OZ0183.an estimated accuracy of +/- 6 seconds.
 OZ0183
 OZ0183.The orthometric height was determined by differential leveling
 OZ0183.and adjusted by the National Geodetic Survey in June 1991..
 OZ0183
 OZ0183.The geoid height was determined by GEOID03.
 OZ0183
 OZ0183.The dynamic height is computed by dividing the NAVD 88
 OZ0183.geopotential number by the normal gravity value computed on the
 OZ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0183.degrees latitude (g = 980.6199 gals.).
 OZ0183
 OZ0183.The modeled gravity was interpolated from observed gravity values.
 OZ0183
 OZ0183;                    North         East    Units  Estimated Accuracy
 OZ0183;SPC ID C     -   175,230.      445,430.      MT  (+/- 180 meters Scaled)
 OZ0183
 OZ0183                          SUPERSEDED SURVEY CONTROL
 OZ0183
 OZ0183  NGVD 29 (??/??/92) 1688.896  (m)         5540.99   (f) ADJ UNCH    2 0
 OZ0183
 OZ0183.Superseded values are not recommended for survey control.
 OZ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0183.See file dsdata.txt to determine how the superseded data were derived.
 OZ0183
 OZ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH890903(NAD 83)
 OZ0183_MARKER: DD = SURVEY DISK
 OZ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0183_STAMPING: 5543.46 1211+00
 OZ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0183+STABILITY: SURFACE MOTION
 OZ0183
 OZ0183  HISTORY     - Date     Condition        Report By
 OZ0183  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0183  HISTORY     - 1950     GOOD             NGS
 OZ0183  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0183
 OZ0183                          STATION DESCRIPTION
 OZ0183
 OZ0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0183'12.9 MI SE FROM FAIRFIELD.
 OZ0183'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0183'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 7.8 MILES SOUTH
 OZ0183'ALONG STATE HIGHWAY 46, 0.3 MILE SOUTHWEST OF THE SUMMIT OF A HILL, 48
 OZ0183'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14.3 FEET NORTH OF
 OZ0183'THE NORTH CORNER OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND
 OZ0183'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 OZ0183'GROUND.
 OZ0183
 OZ0183                          STATION RECOVERY (1981)
 OZ0183
 OZ0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0182 ***********************************************************************
 OZ0182  DESIGNATION -  5543.46 RM
 OZ0182  PID         -  OZ0182
 OZ0182  STATE/COUNTY-  ID/CAMAS
 OZ0182  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0182
 OZ0182                         *CURRENT SURVEY CONTROL
 OZ0182  ___________________________________________________________________
 OZ0182* NAD 83(1986)-  43 14 34.     (N)    114 40 21.     (W)     SCALED    
 OZ0182* NAVD 88     -      1692.297  (meters)    5552.14   (feet)  ADJUSTED  
 OZ0182  ___________________________________________________________________
 OZ0182  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 OZ0182  DYNAMIC HT  -        1691.308 (meters)    5548.90  (feet)  COMP
 OZ0182  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 OZ0182
 OZ0182  VERT ORDER  -  SECOND    CLASS 0
 OZ0182
 OZ0182.The horizontal coordinates were scaled from a topographic map and have
 OZ0182.an estimated accuracy of +/- 6 seconds.
 OZ0182
 OZ0182.The orthometric height was determined by differential leveling
 OZ0182.and adjusted by the National Geodetic Survey in June 1991..
 OZ0182
 OZ0182.The geoid height was determined by GEOID03.
 OZ0182
 OZ0182.The dynamic height is computed by dividing the NAVD 88
 OZ0182.geopotential number by the normal gravity value computed on the
 OZ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0182.degrees latitude (g = 980.6199 gals.).
 OZ0182
 OZ0182.The modeled gravity was interpolated from observed gravity values.
 OZ0182
 OZ0182;                    North         East    Units  Estimated Accuracy
 OZ0182;SPC ID C     -   175,290.      445,380.      MT  (+/- 180 meters Scaled)
 OZ0182
 OZ0182                          SUPERSEDED SURVEY CONTROL
 OZ0182
 OZ0182  NGVD 29 (??/??/92) 1691.244  (m)         5548.69   (f) ADJ UNCH    2 0
 OZ0182
 OZ0182.Superseded values are not recommended for survey control.
 OZ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0182.See file dsdata.txt to determine how the superseded data were derived.
 OZ0182
 OZ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH889904(NAD 83)
 OZ0182_MARKER: DD = SURVEY DISK
 OZ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0182+STABILITY: SURFACE MOTION
 OZ0182
 OZ0182  HISTORY     - Date     Condition        Report By
 OZ0182  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0182  HISTORY     - 1950     GOOD             NGS
 OZ0182  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0182
 OZ0182                          STATION DESCRIPTION
 OZ0182
 OZ0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0182'12.9 MI SE FROM FAIRFIELD.
 OZ0182'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0182'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 7.8 MILES SOUTH
 OZ0182'ALONG STATE HIGHWAY 46, 0.3 MILE SOUTHWEST OF THE SUMMIT OF A HILL, 52
 OZ0182'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43.1 FEET SOUTHEAST
 OZ0182'OF A SNOW FENCE, 23 FEET NORTHWEST OF THE TOP OF A CUT BANK, ABOUT 8
 OZ0182'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0182'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 OZ0182
 OZ0182                          STATION RECOVERY (1981)
 OZ0182
 OZ0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0418 ***********************************************************************
 QA0418  DESIGNATION -  5543.485
 QA0418  PID         -  QA0418
 QA0418  STATE/COUNTY-  ID/VALLEY
 QA0418  USGS QUAD   -  DEADWOOD RESERVOIR (1988)
 QA0418
 QA0418                         *CURRENT SURVEY CONTROL
 QA0418  ___________________________________________________________________
 QA0418* NAD 83(1986)-  44 17 38.     (N)    115 38 41.     (W)     SCALED    
 QA0418* NAVD 88     -      1623.067  (meters)    5325.01   (feet)  ADJUSTED  
 QA0418  ___________________________________________________________________
 QA0418  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 QA0418  DYNAMIC HT  -        1622.210 (meters)    5322.20  (feet)  COMP
 QA0418  MODELED GRAV-     980,033.4   (mgal)                       NAVD 88
 QA0418
 QA0418  VERT ORDER  -  SECOND    CLASS 0
 QA0418
 QA0418.The horizontal coordinates were scaled from a topographic map and have
 QA0418.an estimated accuracy of +/- 6 seconds.
 QA0418
 QA0418.The orthometric height was determined by differential leveling
 QA0418.and adjusted by the National Geodetic Survey in June 1991..
 QA0418
 QA0418.The geoid height was determined by GEOID03.
 QA0418
 QA0418.The dynamic height is computed by dividing the NAVD 88
 QA0418.geopotential number by the normal gravity value computed on the
 QA0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0418.degrees latitude (g = 980.6199 gals.).
 QA0418
 QA0418.The modeled gravity was interpolated from observed gravity values.
 QA0418
 QA0418;                    North         East    Units  Estimated Accuracy
 QA0418;SPC ID W     -   291,850.      808,400.      MT  (+/- 180 meters Scaled)
 QA0418
 QA0418                          SUPERSEDED SURVEY CONTROL
 QA0418
 QA0418  NGVD 29 (??/??/92) 1621.847  (m)         5321.01   (f) ADJ UNCH    2 0
 QA0418
 QA0418.Superseded values are not recommended for survey control.
 QA0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0418.See file dsdata.txt to determine how the superseded data were derived.
 QA0418
 QA0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK081054(NAD 83)
 QA0418_MARKER: DD = SURVEY DISK
 QA0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0418_SP_SET: DAM
 QA0418_STAMPING: 5343.485
 QA0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0418
 QA0418  HISTORY     - Date     Condition        Report By
 QA0418  HISTORY     - UNK      MONUMENTED       BOR
 QA0418  HISTORY     - 1960     GOOD             NGS
 QA0418
 QA0418                          STATION DESCRIPTION
 QA0418
 QA0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0418'IN DEADWOOD DAM.
 QA0418'AT DEADWOOD DAM, ABOUT 315 FEET NORTHEAST OF BENCH MARK 5343.501
 QA0418'(USBR), IN TOP OF THE NORTHWEST CONCRETE GUARDRAIL OF THE WALKWAY ON
 QA0418'TOP OF THE DAM, 4 FEET NORTHWEST OF THE CENTER OF THE WALKWAY, AND
 QA0418'ABOUT 4 FEET HIGHER THAN THE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0162 ***********************************************************************
 OZ0162  DESIGNATION -  5543.76
 OZ0162  PID         -  OZ0162
 OZ0162  STATE/COUNTY-  ID/GOODING
 OZ0162  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0162
 OZ0162                         *CURRENT SURVEY CONTROL
 OZ0162  ___________________________________________________________________
 OZ0162* NAD 83(1986)-  43 11 44.     (N)    114 39 41.     (W)     SCALED    
 OZ0162* NAVD 88     -      1690.124  (meters)    5545.02   (feet)  ADJUSTED  
 OZ0162  ___________________________________________________________________
 OZ0162  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 OZ0162  DYNAMIC HT  -        1689.113 (meters)    5541.70  (feet)  COMP
 OZ0162  MODELED GRAV-     979,961.9   (mgal)                       NAVD 88
 OZ0162
 OZ0162  VERT ORDER  -  SECOND    CLASS 0
 OZ0162
 OZ0162.The horizontal coordinates were scaled from a topographic map and have
 OZ0162.an estimated accuracy of +/- 6 seconds.
 OZ0162
 OZ0162.The orthometric height was determined by differential leveling
 OZ0162.and adjusted by the National Geodetic Survey in June 1991..
 OZ0162
 OZ0162.The geoid height was determined by GEOID03.
 OZ0162
 OZ0162.The dynamic height is computed by dividing the NAVD 88
 OZ0162.geopotential number by the normal gravity value computed on the
 OZ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0162.degrees latitude (g = 980.6199 gals.).
 OZ0162
 OZ0162.The modeled gravity was interpolated from observed gravity values.
 OZ0162
 OZ0162;                    North         East    Units  Estimated Accuracy
 OZ0162;SPC ID C     -   170,040.      446,240.      MT  (+/- 180 meters Scaled)
 OZ0162
 OZ0162                          SUPERSEDED SURVEY CONTROL
 OZ0162
 OZ0162  NGVD 29 (??/??/92) 1689.065  (m)         5541.54   (f) ADJ UNCH    2 0
 OZ0162
 OZ0162.Superseded values are not recommended for survey control.
 OZ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0162.See file dsdata.txt to determine how the superseded data were derived.
 OZ0162
 OZ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH900851(NAD 83)
 OZ0162_MARKER: DD = SURVEY DISK
 OZ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0162_STAMPING: 5543.76 998+43.3
 OZ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0162+STABILITY: SURFACE MOTION
 OZ0162
 OZ0162  HISTORY     - Date     Condition        Report By
 OZ0162  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0162  HISTORY     - 1950     GOOD             NGS
 OZ0162  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0162  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0162
 OZ0162                          STATION DESCRIPTION
 OZ0162
 OZ0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0162'19.0 MI N FROM GOODING.
 OZ0162'19.0 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0162'GOODING, 0.1 MILE NORTH OF THE NORTH END OF A LONG U CURVE, 234.7 FEET
 OZ0162'NORTHWEST OF THE CENTER OF THE EAST END OF A 36-INCH CORRUGATED METAL
 OZ0162'PIPE CULVERT, AT THE BASE OF A ROCKY TOPPED KNOLL, 47 FEET NORTHEAST
 OZ0162'OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND
 OZ0162'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 OZ0162'GROUND.
 OZ0162
 OZ0162                          STATION RECOVERY (1957)
 OZ0162
 OZ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0162'MARK NOT FOUND.
 OZ0162
 OZ0162                          STATION RECOVERY (1981)
 OZ0162
 OZ0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0163 ***********************************************************************
 OZ0163  DESIGNATION -  5543.76 RM
 OZ0163  PID         -  OZ0163
 OZ0163  STATE/COUNTY-  ID/GOODING
 OZ0163  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0163
 OZ0163                         *CURRENT SURVEY CONTROL
 OZ0163  ___________________________________________________________________
 OZ0163* NAD 83(1986)-  43 11 42.     (N)    114 39 45.     (W)     SCALED    
 OZ0163* NAVD 88     -      1689.610  (meters)    5543.33   (feet)  ADJUSTED  
 OZ0163  ___________________________________________________________________
 OZ0163  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 OZ0163  DYNAMIC HT  -        1688.599 (meters)    5540.01  (feet)  COMP
 OZ0163  MODELED GRAV-     979,961.8   (mgal)                       NAVD 88
 OZ0163
 OZ0163  VERT ORDER  -  SECOND    CLASS 0
 OZ0163
 OZ0163.The horizontal coordinates were scaled from a topographic map and have
 OZ0163.an estimated accuracy of +/- 6 seconds.
 OZ0163
 OZ0163.The orthometric height was determined by differential leveling
 OZ0163.and adjusted by the National Geodetic Survey in June 1991..
 OZ0163
 OZ0163.The geoid height was determined by GEOID03.
 OZ0163
 OZ0163.The dynamic height is computed by dividing the NAVD 88
 OZ0163.geopotential number by the normal gravity value computed on the
 OZ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0163.degrees latitude (g = 980.6199 gals.).
 OZ0163
 OZ0163.The modeled gravity was interpolated from observed gravity values.
 OZ0163
 OZ0163;                    North         East    Units  Estimated Accuracy
 OZ0163;SPC ID C     -   169,970.      446,150.      MT  (+/- 180 meters Scaled)
 OZ0163
 OZ0163                          SUPERSEDED SURVEY CONTROL
 OZ0163
 OZ0163  NGVD 29 (??/??/92) 1688.550  (m)         5539.85   (f) ADJ UNCH    2 0
 OZ0163
 OZ0163.Superseded values are not recommended for survey control.
 OZ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0163.See file dsdata.txt to determine how the superseded data were derived.
 OZ0163
 OZ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH899851(NAD 83)
 OZ0163_MARKER: DD = SURVEY DISK
 OZ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0163+STABILITY: SURFACE MOTION
 OZ0163
 OZ0163  HISTORY     - Date     Condition        Report By
 OZ0163  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0163  HISTORY     - 1950     GOOD             NGS
 OZ0163  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0163  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0163
 OZ0163                          STATION DESCRIPTION
 OZ0163
 OZ0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0163'19.0 MI N FROM GOODING.
 OZ0163'19.0 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0163'GOODING, 0.1 MILE NORTH OF THE NORTH END OF A LONG U CURVE, 236.4 FEET
 OZ0163'NORTHWEST OF THE CENTER OF THE SOUTHWEST END OF A 36-INCH CORRUGATED
 OZ0163'METAL PIPE CULVERT, 53 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OZ0163'HIGHWAY, 11 FEET NORTH OF THE APPROXIMATE CENTER OF A DRY WASH, ABOUT
 OZ0163'3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0163'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 OZ0163
 OZ0163                          STATION RECOVERY (1957)
 OZ0163
 OZ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0163'MARK NOT FOUND.
 OZ0163
 OZ0163                          STATION RECOVERY (1981)
 OZ0163
 OZ0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0164 ***********************************************************************
 OZ0164  DESIGNATION -  5545.42
 OZ0164  PID         -  OZ0164
 OZ0164  STATE/COUNTY-  ID/GOODING
 OZ0164  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0164
 OZ0164                         *CURRENT SURVEY CONTROL
 OZ0164  ___________________________________________________________________
 OZ0164* NAD 83(1986)-  43 11 51.     (N)    114 39 51.     (W)     SCALED    
 OZ0164* NAVD 88     -      1690.589  (meters)    5546.54   (feet)  ADJUSTED  
 OZ0164  ___________________________________________________________________
 OZ0164  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 OZ0164  DYNAMIC HT  -        1689.578 (meters)    5543.22  (feet)  COMP
 OZ0164  MODELED GRAV-     979,961.4   (mgal)                       NAVD 88
 OZ0164
 OZ0164  VERT ORDER  -  SECOND    CLASS 0
 OZ0164
 OZ0164.The horizontal coordinates were scaled from a topographic map and have
 OZ0164.an estimated accuracy of +/- 6 seconds.
 OZ0164
 OZ0164.The orthometric height was determined by differential leveling
 OZ0164.and adjusted by the National Geodetic Survey in June 1991..
 OZ0164
 OZ0164.The geoid height was determined by GEOID03.
 OZ0164
 OZ0164.The dynamic height is computed by dividing the NAVD 88
 OZ0164.geopotential number by the normal gravity value computed on the
 OZ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0164.degrees latitude (g = 980.6199 gals.).
 OZ0164
 OZ0164.The modeled gravity was interpolated from observed gravity values.
 OZ0164
 OZ0164;                    North         East    Units  Estimated Accuracy
 OZ0164;SPC ID C     -   170,250.      446,020.      MT  (+/- 180 meters Scaled)
 OZ0164
 OZ0164                          SUPERSEDED SURVEY CONTROL
 OZ0164
 OZ0164  NGVD 29 (??/??/92) 1689.529  (m)         5543.06   (f) ADJ UNCH    2 0
 OZ0164
 OZ0164.Superseded values are not recommended for survey control.
 OZ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0164.See file dsdata.txt to determine how the superseded data were derived.
 OZ0164
 OZ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH897853(NAD 83)
 OZ0164_MARKER: DD = SURVEY DISK
 OZ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0164_STAMPING: 5545.42 1009+60.1
 OZ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0164+STABILITY: SURFACE MOTION
 OZ0164
 OZ0164  HISTORY     - Date     Condition        Report By
 OZ0164  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0164  HISTORY     - 1950     GOOD             NGS
 OZ0164  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0164  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0164
 OZ0164                          STATION DESCRIPTION
 OZ0164
 OZ0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0164'19.2 MI N FROM GOODING.
 OZ0164'19.2 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0164'GOODING, 0.1 MILE SOUTH OF THE GOODING - CAMAS COUNTY LINE, AT THE
 OZ0164'NORTH END OF A CURVE, 61. 1/2 FEET SOUTHWEST OF A HIGHWAY CURVE SIGN,
 OZ0164'52 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 6 FEET LOWER
 OZ0164'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 OZ0164'FOOT ABOVE THE GROUND.
 OZ0164
 OZ0164                          STATION RECOVERY (1957)
 OZ0164
 OZ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0164'MARK NOT FOUND.
 OZ0164
 OZ0164                          STATION RECOVERY (1981)
 OZ0164
 OZ0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0165 ***********************************************************************
 OZ0165  DESIGNATION -  5545.42 RM
 OZ0165  PID         -  OZ0165
 OZ0165  STATE/COUNTY-  ID/GOODING
 OZ0165  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0165
 OZ0165                         *CURRENT SURVEY CONTROL
 OZ0165  ___________________________________________________________________
 OZ0165* NAD 83(1986)-  43 11 52.     (N)    114 39 48.     (W)     SCALED    
 OZ0165* NAVD 88     -      1693.007  (meters)    5554.47   (feet)  ADJUSTED  
 OZ0165  ___________________________________________________________________
 OZ0165  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 OZ0165  DYNAMIC HT  -        1691.994 (meters)    5551.15  (feet)  COMP
 OZ0165  MODELED GRAV-     979,961.4   (mgal)                       NAVD 88
 OZ0165
 OZ0165  VERT ORDER  -  SECOND    CLASS 0
 OZ0165
 OZ0165.The horizontal coordinates were scaled from a topographic map and have
 OZ0165.an estimated accuracy of +/- 6 seconds.
 OZ0165
 OZ0165.The orthometric height was determined by differential leveling
 OZ0165.and adjusted by the National Geodetic Survey in June 1991..
 OZ0165
 OZ0165.The geoid height was determined by GEOID03.
 OZ0165
 OZ0165.The dynamic height is computed by dividing the NAVD 88
 OZ0165.geopotential number by the normal gravity value computed on the
 OZ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0165.degrees latitude (g = 980.6199 gals.).
 OZ0165
 OZ0165.The modeled gravity was interpolated from observed gravity values.
 OZ0165
 OZ0165;                    North         East    Units  Estimated Accuracy
 OZ0165;SPC ID C     -   170,280.      446,090.      MT  (+/- 180 meters Scaled)
 OZ0165
 OZ0165                          SUPERSEDED SURVEY CONTROL
 OZ0165
 OZ0165  NGVD 29 (??/??/92) 1691.948  (m)         5551.00   (f) ADJ UNCH    2 0
 OZ0165
 OZ0165.Superseded values are not recommended for survey control.
 OZ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0165.See file dsdata.txt to determine how the superseded data were derived.
 OZ0165
 OZ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH898854(NAD 83)
 OZ0165_MARKER: DD = SURVEY DISK
 OZ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0165+STABILITY: SURFACE MOTION
 OZ0165
 OZ0165  HISTORY     - Date     Condition        Report By
 OZ0165  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0165  HISTORY     - 1950     GOOD             NGS
 OZ0165  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0165  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0165
 OZ0165                          STATION DESCRIPTION
 OZ0165
 OZ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0165'19.2 MI N FROM GOODING.
 OZ0165'19.2 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0165'GOODING, 0.1 MILE SOUTH OF THE GOODING - CAMAS COUNTY LINE, AT THE
 OZ0165'NORTH END OF A CURVE, 81 FEET EAST OF AND ACROSS THE ROAD FROM A
 OZ0165'HIGHWAY CURVE SIGN, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 OZ0165'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OZ0165'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OZ0165
 OZ0165                          STATION RECOVERY (1957)
 OZ0165
 OZ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0165'MARK NOT FOUND.
 OZ0165
 OZ0165                          STATION RECOVERY (1981)
 OZ0165
 OZ0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0447 ***********************************************************************
 NU0447  DESIGNATION -  5551
 NU0447  PID         -  NU0447
 NU0447  STATE/COUNTY-  ID/POWER
 NU0447  USGS QUAD   -  CEDARHILL (1973)
 NU0447
 NU0447                         *CURRENT SURVEY CONTROL
 NU0447  ___________________________________________________________________
 NU0447* NAD 83(1986)-  42 21 28.     (N)    112 40 03.     (W)     SCALED    
 NU0447* NAVD 88     -      1693.044  (meters)    5554.60   (feet)  ADJUSTED  
 NU0447  ___________________________________________________________________
 NU0447  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 NU0447  DYNAMIC HT  -        1691.886 (meters)    5550.80  (feet)  COMP
 NU0447  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 NU0447
 NU0447  VERT ORDER  -  SECOND    CLASS 0
 NU0447
 NU0447.The horizontal coordinates were scaled from a topographic map and have
 NU0447.an estimated accuracy of +/- 6 seconds.
 NU0447
 NU0447.The orthometric height was determined by differential leveling
 NU0447.and adjusted by the National Geodetic Survey in June 1991..
 NU0447
 NU0447.The geoid height was determined by GEOID03.
 NU0447
 NU0447.The dynamic height is computed by dividing the NAVD 88
 NU0447.geopotential number by the normal gravity value computed on the
 NU0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0447.degrees latitude (g = 980.6199 gals.).
 NU0447
 NU0447.The modeled gravity was interpolated from observed gravity values.
 NU0447
 NU0447;                    North         East    Units  Estimated Accuracy
 NU0447;SPC ID E     -    76,880.      158,740.      MT  (+/- 180 meters Scaled)
 NU0447
 NU0447                          SUPERSEDED SURVEY CONTROL
 NU0447
 NU0447  NGVD 29 (??/??/92) 1691.904  (m)         5550.85   (f) ADJ UNCH    2 0
 NU0447
 NU0447.Superseded values are not recommended for survey control.
 NU0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0447.See file dsdata.txt to determine how the superseded data were derived.
 NU0447
 NU0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM626908(NAD 83)
 NU0447_MARKER: Q = CHISELED SQUARE
 NU0447_SETTING: 80 = SET IN A BOULDER
 NU0447_SP_SET: BOULDER
 NU0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0447+STABILITY: SURFACE MOTION
 NU0447
 NU0447  HISTORY     - Date     Condition        Report By
 NU0447  HISTORY     - UNK      MONUMENTED       USGS
 NU0447  HISTORY     - 1934     GOOD             NGS
 NU0447
 NU0447                          STATION DESCRIPTION
 NU0447
 NU0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0447'12.0 MI SW FROM ARBON.
 NU0447'12.0 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE LATTER DAY SAINTS
 NU0447'CHURCH AT ARBON, POWER COUNTY, ABOUT 0.3 MILE SOUTHWEST OF THE GATE TO
 NU0447'THE W.S. FREDRICH RANCH, 25 FEET NORTH OF THE CENTER LINE OF THE
 NU0447'HIGHWAY, ON THE TOP OF A LIMESTONE BOULDER, AND 4 FEET WEST OF A SMALL
 NU0447'ROCK CAIRN.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0170 ***********************************************************************
 OZ0170  DESIGNATION -  5555.78
 OZ0170  PID         -  OZ0170
 OZ0170  STATE/COUNTY-  ID/CAMAS
 OZ0170  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0170
 OZ0170                         *CURRENT SURVEY CONTROL
 OZ0170  ___________________________________________________________________
 OZ0170* NAD 83(1986)-  43 12 29.     (N)    114 40 06.     (W)     SCALED    
 OZ0170* NAVD 88     -      1693.723  (meters)    5556.82   (feet)  ADJUSTED  
 OZ0170  ___________________________________________________________________
 OZ0170  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OZ0170  DYNAMIC HT  -        1692.709 (meters)    5553.50  (feet)  COMP
 OZ0170  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 OZ0170
 OZ0170  VERT ORDER  -  SECOND    CLASS 0
 OZ0170
 OZ0170.The horizontal coordinates were scaled from a topographic map and have
 OZ0170.an estimated accuracy of +/- 6 seconds.
 OZ0170
 OZ0170.The orthometric height was determined by differential leveling
 OZ0170.and adjusted by the National Geodetic Survey in June 1991..
 OZ0170
 OZ0170.The geoid height was determined by GEOID03.
 OZ0170
 OZ0170.The dynamic height is computed by dividing the NAVD 88
 OZ0170.geopotential number by the normal gravity value computed on the
 OZ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0170.degrees latitude (g = 980.6199 gals.).
 OZ0170
 OZ0170.The modeled gravity was interpolated from observed gravity values.
 OZ0170
 OZ0170;                    North         East    Units  Estimated Accuracy
 OZ0170;SPC ID C     -   171,430.      445,690.      MT  (+/- 180 meters Scaled)
 OZ0170
 OZ0170                          SUPERSEDED SURVEY CONTROL
 OZ0170
 OZ0170  NGVD 29 (??/??/92) 1692.658  (m)         5553.33   (f) ADJ UNCH    2 0
 OZ0170
 OZ0170.Superseded values are not recommended for survey control.
 OZ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0170.See file dsdata.txt to determine how the superseded data were derived.
 OZ0170
 OZ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH894865(NAD 83)
 OZ0170_MARKER: DD = SURVEY DISK
 OZ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0170_STAMPING: 5555.78 1049+84.9
 OZ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0170+STABILITY: SURFACE MOTION
 OZ0170
 OZ0170  HISTORY     - Date     Condition        Report By
 OZ0170  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0170  HISTORY     - 1950     GOOD             NGS
 OZ0170  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0170
 OZ0170                          STATION DESCRIPTION
 OZ0170
 OZ0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0170'15.9 MI SE FROM FAIRFIELD.
 OZ0170'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0170'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 10.8 MILES SOUTH
 OZ0170'ALONG STATE HIGHWAY 46, 0.3 MILE SOUTHEAST OF A SMALL FRAME HOUSE, 0.1
 OZ0170'MILE SOUTH OF THE SOUTHEAST CORNER OF A FENCE, AT THE SOUTHEAST END OF
 OZ0170'A CURVE, BETWEEN TWO OUTCROPS ON EITHER SIDE OF THE ROAD, 49 FEET EAST
 OZ0170'OF THE CENTER LINE OF THE HIGHWAY, 27 FEET WEST OF THE APPROXIMATE
 OZ0170'CENTER OF A WASH, 7 FEET SOUTHWEST OF A 4 - BY -2 1/2 FOOT BOULDER,
 OZ0170'ABOUT 4 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OZ0170'POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 OZ0170
 OZ0170                          STATION RECOVERY (1957)
 OZ0170
 OZ0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0169 ***********************************************************************
 OZ0169  DESIGNATION -  5555.78 RM
 OZ0169  PID         -  OZ0169
 OZ0169  STATE/COUNTY-  ID/CAMAS
 OZ0169  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0169
 OZ0169                         *CURRENT SURVEY CONTROL
 OZ0169  ___________________________________________________________________
 OZ0169* NAD 83(1986)-  43 12 28.     (N)    114 40 07.     (W)     SCALED    
 OZ0169* NAVD 88     -      1696.600  (meters)    5566.26   (feet)  ADJUSTED  
 OZ0169  ___________________________________________________________________
 OZ0169  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OZ0169  DYNAMIC HT  -        1695.584 (meters)    5562.93  (feet)  COMP
 OZ0169  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 OZ0169
 OZ0169  VERT ORDER  -  SECOND    CLASS 0
 OZ0169
 OZ0169.The horizontal coordinates were scaled from a topographic map and have
 OZ0169.an estimated accuracy of +/- 6 seconds.
 OZ0169
 OZ0169.The orthometric height was determined by differential leveling
 OZ0169.and adjusted by the National Geodetic Survey in June 1991..
 OZ0169
 OZ0169.The geoid height was determined by GEOID03.
 OZ0169
 OZ0169.The dynamic height is computed by dividing the NAVD 88
 OZ0169.geopotential number by the normal gravity value computed on the
 OZ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0169.degrees latitude (g = 980.6199 gals.).
 OZ0169
 OZ0169.The modeled gravity was interpolated from observed gravity values.
 OZ0169
 OZ0169;                    North         East    Units  Estimated Accuracy
 OZ0169;SPC ID C     -   171,400.      445,670.      MT  (+/- 180 meters Scaled)
 OZ0169
 OZ0169                          SUPERSEDED SURVEY CONTROL
 OZ0169
 OZ0169  NGVD 29 (??/??/92) 1695.535  (m)         5562.77   (f) ADJ UNCH    2 0
 OZ0169
 OZ0169.Superseded values are not recommended for survey control.
 OZ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0169.See file dsdata.txt to determine how the superseded data were derived.
 OZ0169
 OZ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH893865(NAD 83)
 OZ0169_MARKER: DD = SURVEY DISK
 OZ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0169+STABILITY: SURFACE MOTION
 OZ0169
 OZ0169  HISTORY     - Date     Condition        Report By
 OZ0169  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0169  HISTORY     - 1950     GOOD             NGS
 OZ0169  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0169
 OZ0169                          STATION DESCRIPTION
 OZ0169
 OZ0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0169'15.9 MI SE FROM FAIRFIELD.
 OZ0169'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0169'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 10.8 MILES SOUTH
 OZ0169'ALONG STATE HIGHWAY 46, 0.3 MILE SOUTHEAST OF A SMALL FRAME HOUSE, 0.1
 OZ0169'MILE SOUTH OF THE SOUTHEAST CORNER OF A FENCE, AT THE SOUTHEAST END OF
 OZ0169'A CURVE, ABOUT 40 YARDS SOUTHEAST OF AN OUTCROP ON A LOW KNOLL, 52
 OZ0169'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 6 FEET HIGHER THAN
 OZ0169'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 OZ0169'ABOVE THE GROUND.
 OZ0169
 OZ0169                          STATION RECOVERY (1957)
 OZ0169
 OZ0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0186 ***********************************************************************
 OZ0186  DESIGNATION -  5561.16
 OZ0186  PID         -  OZ0186
 OZ0186  STATE/COUNTY-  ID/CAMAS
 OZ0186  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0186
 OZ0186                         *CURRENT SURVEY CONTROL
 OZ0186  ___________________________________________________________________
 OZ0186* NAD 83(1986)-  43 14 54.     (N)    114 40 01.     (W)     SCALED    
 OZ0186* NAVD 88     -      1695.383  (meters)    5562.27   (feet)  ADJUSTED  
 OZ0186  ___________________________________________________________________
 OZ0186  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0186  DYNAMIC HT  -        1694.398 (meters)    5559.04  (feet)  COMP
 OZ0186  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 OZ0186
 OZ0186  VERT ORDER  -  SECOND    CLASS 0
 OZ0186
 OZ0186.The horizontal coordinates were scaled from a topographic map and have
 OZ0186.an estimated accuracy of +/- 6 seconds.
 OZ0186
 OZ0186.The orthometric height was determined by differential leveling
 OZ0186.and adjusted by the National Geodetic Survey in June 1991..
 OZ0186
 OZ0186.The geoid height was determined by GEOID03.
 OZ0186
 OZ0186.The dynamic height is computed by dividing the NAVD 88
 OZ0186.geopotential number by the normal gravity value computed on the
 OZ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0186.degrees latitude (g = 980.6199 gals.).
 OZ0186
 OZ0186.The modeled gravity was interpolated from observed gravity values.
 OZ0186
 OZ0186;                    North         East    Units  Estimated Accuracy
 OZ0186;SPC ID C     -   175,900.      445,840.      MT  (+/- 180 meters Scaled)
 OZ0186
 OZ0186                          SUPERSEDED SURVEY CONTROL
 OZ0186
 OZ0186  NGVD 29 (??/??/92) 1694.332  (m)         5558.82   (f) ADJ UNCH    2 0
 OZ0186
 OZ0186.Superseded values are not recommended for survey control.
 OZ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0186.See file dsdata.txt to determine how the superseded data were derived.
 OZ0186
 OZ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH893910(NAD 83)
 OZ0186_MARKER: DD = SURVEY DISK
 OZ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0186_STAMPING: 61.78 BK 5561.16 AH 1239+90.5
 OZ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0186+STABILITY: SURFACE MOTION
 OZ0186
 OZ0186  HISTORY     - Date     Condition        Report By
 OZ0186  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0186  HISTORY     - 1950     GOOD             NGS
 OZ0186  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0186
 OZ0186                          STATION DESCRIPTION
 OZ0186
 OZ0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0186'12.3 MI SE FROM FAIRFIELD.
 OZ0186'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0186'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 7.2 MILES SOUTH
 OZ0186'ALONG STATE HIGHWAY 46, ABOUT 0.3 MILE NORTH OF THE SUMMIT OF A STEEP
 OZ0186'HILL OVERLOOKING FAIRFIELD VALLEY, 35 YARDS NORTHWEST OF THE NORTHWEST
 OZ0186'EDGE OF A BARROW PIT, 97.4 FEET NORTHWEST OF THE CENTER OF THE
 OZ0186'NORTHEAST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 42 FEET
 OZ0186'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5.2 FEET SOUTHWEST OF A
 OZ0186'FENCE, ABOUT 8 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 OZ0186'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OZ0186
 OZ0186                          STATION RECOVERY (1957)
 OZ0186
 OZ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0180 ***********************************************************************
 OZ0180  DESIGNATION -  5562.39
 OZ0180  PID         -  OZ0180
 OZ0180  STATE/COUNTY-  ID/CAMAS
 OZ0180  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0180
 OZ0180                         *CURRENT SURVEY CONTROL
 OZ0180  ___________________________________________________________________
 OZ0180* NAD 83(1986)-  43 13 44.     (N)    114 41 05.     (W)     SCALED    
 OZ0180* NAVD 88     -      1695.712  (meters)    5563.35   (feet)  ADJUSTED  
 OZ0180  ___________________________________________________________________
 OZ0180  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OZ0180  DYNAMIC HT  -        1694.703 (meters)    5560.04  (feet)  COMP
 OZ0180  MODELED GRAV-     979,964.4   (mgal)                       NAVD 88
 OZ0180
 OZ0180  VERT ORDER  -  SECOND    CLASS 0
 OZ0180
 OZ0180.The horizontal coordinates were scaled from a topographic map and have
 OZ0180.an estimated accuracy of +/- 6 seconds.
 OZ0180
 OZ0180.The orthometric height was determined by differential leveling
 OZ0180.and adjusted by the National Geodetic Survey in June 1991..
 OZ0180
 OZ0180.The geoid height was determined by GEOID03.
 OZ0180
 OZ0180.The dynamic height is computed by dividing the NAVD 88
 OZ0180.geopotential number by the normal gravity value computed on the
 OZ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0180.degrees latitude (g = 980.6199 gals.).
 OZ0180
 OZ0180.The modeled gravity was interpolated from observed gravity values.
 OZ0180
 OZ0180;                    North         East    Units  Estimated Accuracy
 OZ0180;SPC ID C     -   173,750.      444,380.      MT  (+/- 180 meters Scaled)
 OZ0180
 OZ0180                          SUPERSEDED SURVEY CONTROL
 OZ0180
 OZ0180  NGVD 29 (??/??/92) 1694.646  (m)         5559.85   (f) ADJ UNCH    2 0
 OZ0180
 OZ0180.Superseded values are not recommended for survey control.
 OZ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0180.See file dsdata.txt to determine how the superseded data were derived.
 OZ0180
 OZ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH880888(NAD 83)
 OZ0180_MARKER: DD = SURVEY DISK
 OZ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0180_STAMPING: 5562.39 1141+14.2 BK 1141+78.9 AH
 OZ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0180+STABILITY: SURFACE MOTION
 OZ0180
 OZ0180  HISTORY     - Date     Condition        Report By
 OZ0180  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0180  HISTORY     - 1950     GOOD             NGS
 OZ0180  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0180
 OZ0180                          STATION DESCRIPTION
 OZ0180
 OZ0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0180'14.2 MI SE FROM FAIRFIELD.
 OZ0180'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0180'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 9.1 MILES SOUTH
 OZ0180'ALONG STATE HIGHWAY 46, AT THE NORTH END OF A SHARP CURVE, 66 1/2 FEET
 OZ0180'SOUTH OF AND ACROSS THE ROAD FROM THE NORTH END OF A GUARD RAIL, 39
 OZ0180'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET NORTHWEST
 OZ0180'OF A FENCE, ABOUT 4 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 OZ0180'A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 OZ0180
 OZ0180                          STATION RECOVERY (1957)
 OZ0180
 OZ0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0179 ***********************************************************************
 OZ0179  DESIGNATION -  5562.39 RM
 OZ0179  PID         -  OZ0179
 OZ0179  STATE/COUNTY-  ID/CAMAS
 OZ0179  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0179
 OZ0179                         *CURRENT SURVEY CONTROL
 OZ0179  ___________________________________________________________________
 OZ0179* NAD 83(1986)-  43 13 45.     (N)    114 41 07.     (W)     SCALED    
 OZ0179* NAVD 88     -      1694.282  (meters)    5558.66   (feet)  ADJUSTED  
 OZ0179  ___________________________________________________________________
 OZ0179  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OZ0179  DYNAMIC HT  -        1693.274 (meters)    5555.35  (feet)  COMP
 OZ0179  MODELED GRAV-     979,964.7   (mgal)                       NAVD 88
 OZ0179
 OZ0179  VERT ORDER  -  SECOND    CLASS 0
 OZ0179
 OZ0179.The horizontal coordinates were scaled from a topographic map and have
 OZ0179.an estimated accuracy of +/- 6 seconds.
 OZ0179
 OZ0179.The orthometric height was determined by differential leveling
 OZ0179.and adjusted by the National Geodetic Survey in June 1991..
 OZ0179
 OZ0179.The geoid height was determined by GEOID03.
 OZ0179
 OZ0179.The dynamic height is computed by dividing the NAVD 88
 OZ0179.geopotential number by the normal gravity value computed on the
 OZ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0179.degrees latitude (g = 980.6199 gals.).
 OZ0179
 OZ0179.The modeled gravity was interpolated from observed gravity values.
 OZ0179
 OZ0179;                    North         East    Units  Estimated Accuracy
 OZ0179;SPC ID C     -   173,780.      444,330.      MT  (+/- 180 meters Scaled)
 OZ0179
 OZ0179                          SUPERSEDED SURVEY CONTROL
 OZ0179
 OZ0179  NGVD 29 (??/??/92) 1693.217  (m)         5555.16   (f) ADJ UNCH    2 0
 OZ0179
 OZ0179.Superseded values are not recommended for survey control.
 OZ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0179.See file dsdata.txt to determine how the superseded data were derived.
 OZ0179
 OZ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH879888(NAD 83)
 OZ0179_MARKER: DD = SURVEY DISK
 OZ0179_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0179_SP_SET: OUTCROP
 OZ0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0179+STABILITY: POSITION/ELEVATION WELL
 OZ0179
 OZ0179  HISTORY     - Date     Condition        Report By
 OZ0179  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0179  HISTORY     - 1950     GOOD             NGS
 OZ0179  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0179
 OZ0179                          STATION DESCRIPTION
 OZ0179
 OZ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0179'14.2 MI SE FROM FAIRFIELD.
 OZ0179'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0179'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 9.1 MILES SOUTH
 OZ0179'ALONG STATE HIGHWAY 46, AT THE NORTH END OF A SHARP CURVE, IN THE
 OZ0179'APPROXIMATE CENTER OF A ROCKY WASH, 73 FEET SOUTHWEST OF THE SOUTHWEST
 OZ0179'END OF A SNOW FENCE, 47 1/2 FEET WEST OF THE NORTH END OF A GUARD
 OZ0179'RAIL, 42 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 7
 OZ0179'FEET LOWER THAN THE HIGHWAY, AND IN THE TOP OF A MASS OF CONCRETE ON
 OZ0179'AN OUTCROP.
 OZ0179
 OZ0179                          STATION RECOVERY (1957)
 OZ0179
 OZ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0168 ***********************************************************************
 OZ0168  DESIGNATION -  5566.70
 OZ0168  PID         -  OZ0168
 OZ0168  STATE/COUNTY-  ID/CAMAS
 OZ0168  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0168
 OZ0168                         *CURRENT SURVEY CONTROL
 OZ0168  ___________________________________________________________________
 OZ0168* NAD 83(1986)-  43 12 13.     (N)    114 39 59.     (W)     SCALED    
 OZ0168* NAVD 88     -      1697.059  (meters)    5567.77   (feet)  ADJUSTED  
 OZ0168  ___________________________________________________________________
 OZ0168  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OZ0168  DYNAMIC HT  -        1696.043 (meters)    5564.43  (feet)  COMP
 OZ0168  MODELED GRAV-     979,960.9   (mgal)                       NAVD 88
 OZ0168
 OZ0168  VERT ORDER  -  SECOND    CLASS 0
 OZ0168
 OZ0168.The horizontal coordinates were scaled from a topographic map and have
 OZ0168.an estimated accuracy of +/- 6 seconds.
 OZ0168
 OZ0168.The orthometric height was determined by differential leveling
 OZ0168.and adjusted by the National Geodetic Survey in June 1991..
 OZ0168
 OZ0168.The geoid height was determined by GEOID03.
 OZ0168
 OZ0168.The dynamic height is computed by dividing the NAVD 88
 OZ0168.geopotential number by the normal gravity value computed on the
 OZ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0168.degrees latitude (g = 980.6199 gals.).
 OZ0168
 OZ0168.The modeled gravity was interpolated from observed gravity values.
 OZ0168
 OZ0168;                    North         East    Units  Estimated Accuracy
 OZ0168;SPC ID C     -   170,930.      445,850.      MT  (+/- 180 meters Scaled)
 OZ0168
 OZ0168                          SUPERSEDED SURVEY CONTROL
 OZ0168
 OZ0168  NGVD 29 (??/??/92) 1695.998  (m)         5564.29   (f) ADJ UNCH    2 0
 OZ0168
 OZ0168.Superseded values are not recommended for survey control.
 OZ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0168.See file dsdata.txt to determine how the superseded data were derived.
 OZ0168
 OZ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH895860(NAD 83)
 OZ0168_MARKER: DD = SURVEY DISK
 OZ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0168_STAMPING: 5566.70 1032+31.0
 OZ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0168+STABILITY: SURFACE MOTION
 OZ0168
 OZ0168  HISTORY     - Date     Condition        Report By
 OZ0168  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0168  HISTORY     - 1950     GOOD             NGS
 OZ0168
 OZ0168                          STATION DESCRIPTION
 OZ0168
 OZ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0168'16.2 MI SE FROM FAIRFIELD.
 OZ0168'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0168'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 11.1 MILES NORTH
 OZ0168'ALONG STATE HIGHWAY 46, 0.4 MILE NORTH OF THE GOODING - CAMAS COUNTY
 OZ0168'LINE, ON THE TOP OF A LOW MOUND, ABOUT 60 YARDS SOUTHWEST OF A DRY
 OZ0168'WASH, 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 OZ0168'NORTHWEST OF THE NORTHWEST EDGE OF AN OUTCROP, ABOUT 3 FEET HIGHER
 OZ0168'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 OZ0168'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0167 ***********************************************************************
 OZ0167  DESIGNATION -  5566.70 RM
 OZ0167  PID         -  OZ0167
 OZ0167  STATE/COUNTY-  ID/CAMAS
 OZ0167  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0167
 OZ0167                         *CURRENT SURVEY CONTROL
 OZ0167  ___________________________________________________________________
 OZ0167* NAD 83(1986)-  43 12 12.     (N)    114 40 01.     (W)     SCALED    
 OZ0167* NAVD 88     -      1698.729  (meters)    5573.25   (feet)  ADJUSTED  
 OZ0167  ___________________________________________________________________
 OZ0167  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 OZ0167  DYNAMIC HT  -        1697.712 (meters)    5569.91  (feet)  COMP
 OZ0167  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 OZ0167
 OZ0167  VERT ORDER  -  SECOND    CLASS 0
 OZ0167
 OZ0167.The horizontal coordinates were scaled from a topographic map and have
 OZ0167.an estimated accuracy of +/- 6 seconds.
 OZ0167
 OZ0167.The orthometric height was determined by differential leveling
 OZ0167.and adjusted by the National Geodetic Survey in June 1991..
 OZ0167
 OZ0167.The geoid height was determined by GEOID03.
 OZ0167
 OZ0167.The dynamic height is computed by dividing the NAVD 88
 OZ0167.geopotential number by the normal gravity value computed on the
 OZ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0167.degrees latitude (g = 980.6199 gals.).
 OZ0167
 OZ0167.The modeled gravity was interpolated from observed gravity values.
 OZ0167
 OZ0167;                    North         East    Units  Estimated Accuracy
 OZ0167;SPC ID C     -   170,900.      445,800.      MT  (+/- 180 meters Scaled)
 OZ0167
 OZ0167                          SUPERSEDED SURVEY CONTROL
 OZ0167
 OZ0167  NGVD 29 (??/??/92) 1697.667  (m)         5569.76   (f) ADJ UNCH    2 0
 OZ0167
 OZ0167.Superseded values are not recommended for survey control.
 OZ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0167.See file dsdata.txt to determine how the superseded data were derived.
 OZ0167
 OZ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH895860(NAD 83)
 OZ0167_MARKER: DD = SURVEY DISK
 OZ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0167+STABILITY: SURFACE MOTION
 OZ0167
 OZ0167  HISTORY     - Date     Condition        Report By
 OZ0167  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0167  HISTORY     - 1950     GOOD             NGS
 OZ0167
 OZ0167                          STATION DESCRIPTION
 OZ0167
 OZ0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0167'16.2 MI SE FROM FAIRFIELD.
 OZ0167'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0167'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 11.1 MILES SOUTH
 OZ0167'ALONG STATE HIGHWAY 46, 0.4 MILE NORTH OF THE GOODING - CAMAS COUNTY
 OZ0167'LINE, ABOUT 60 YARDS SOUTH OF AN OUTCROP OF THE NORTHEAST END OF A
 OZ0167'RIDGE, DIRECTLY ACROSS THE HIGHWAY FROM B.M. 5566.70 (I.S.D.P.W.), 52
 OZ0167'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 8 FEET HIGHER THAN
 OZ0167'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 OZ0167'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0438 ***********************************************************************
 NU0438  DESIGNATION -  5576
 NU0438  PID         -  NU0438
 NU0438  STATE/COUNTY-  ID/ONEIDA
 NU0438  USGS QUAD   -  CEDARHILL (1973)
 NU0438
 NU0438                         *CURRENT SURVEY CONTROL
 NU0438  ___________________________________________________________________
 NU0438* NAD 83(1986)-  42 16 34.     (N)    112 41 49.     (W)     SCALED    
 NU0438* NAVD 88     -      1700.689  (meters)    5579.68   (feet)  ADJUSTED  
 NU0438  ___________________________________________________________________
 NU0438  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 NU0438  DYNAMIC HT  -        1699.518 (meters)    5575.84  (feet)  COMP
 NU0438  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 NU0438
 NU0438  VERT ORDER  -  SECOND    CLASS 0
 NU0438
 NU0438.The horizontal coordinates were scaled from a topographic map and have
 NU0438.an estimated accuracy of +/- 6 seconds.
 NU0438
 NU0438.The orthometric height was determined by differential leveling
 NU0438.and adjusted by the National Geodetic Survey in June 1991..
 NU0438
 NU0438.The geoid height was determined by GEOID03.
 NU0438
 NU0438.The dynamic height is computed by dividing the NAVD 88
 NU0438.geopotential number by the normal gravity value computed on the
 NU0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0438.degrees latitude (g = 980.6199 gals.).
 NU0438
 NU0438.The modeled gravity was interpolated from observed gravity values.
 NU0438
 NU0438;                    North         East    Units  Estimated Accuracy
 NU0438;SPC ID E     -    67,830.      156,260.      MT  (+/- 180 meters Scaled)
 NU0438
 NU0438                          SUPERSEDED SURVEY CONTROL
 NU0438
 NU0438  NGVD 29 (??/??/92) 1699.553  (m)         5575.95   (f) ADJ UNCH    2 0
 NU0438
 NU0438.Superseded values are not recommended for survey control.
 NU0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0438.See file dsdata.txt to determine how the superseded data were derived.
 NU0438
 NU0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM600818(NAD 83)
 NU0438_MARKER: Q = CHISELED SQUARE
 NU0438_SETTING: 80 = SET IN A BOULDER
 NU0438_SP_SET: BOULDER
 NU0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0438+STABILITY: SURFACE MOTION
 NU0438
 NU0438  HISTORY     - Date     Condition        Report By
 NU0438  HISTORY     - UNK      MONUMENTED       USGS
 NU0438  HISTORY     - 1973     GOOD             USGS
 NU0438
 NU0438                          STATION DESCRIPTION
 NU0438
 NU0438'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NU0438'10.3 MI N FROM HOLBROOK.
 NU0438'10.3 MILES NORTH ALONG STATE HWY 37 FROM THE SCHOOLHOUSE AT HOLBROOK,
 NU0438'THEN 5.2 MI EAST-NORTHEAST OF TWIN SPRINGS ALONG THE MAIN DIRT ROAD
 NU0438'LEADING TO BULL CANYON AND ARBON, OR 0.6 MI EAST AND 7.7 MI SOUTH
 NU0438'ALONG THE MAIN ROAD FROM THE LDS CHURCH AT ARBON, TO A CROSS ROAD,
 NU0438'THEN 4.5 MI WEST TO ROAD FORK, TAKING THE LEFT FORK PROCEED SOUTHWEST
 NU0438'ALONG THE ROAD IN SOUTH FORK BULL CANYON FOR 7.3 MI TO POINT NEAR A
 NU0438'BEND OF THE ROAD, 0.6 MI NORTH OF A GROUP OF RANCH BUILDINGS, 170 FT
 NU0438'SOUTHEAST OF A DIM TRACK Y-ROAD, 52 FT EAST OF THE CENTERLINE OF THE
 NU0438'ROAD, AT THE MOUTH OF A NARROW DRAIN, ON A LIMESTONE BOULDER, A
 NU0438'CHISELED SQUARE 1.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0171 ***********************************************************************
 OZ0171  DESIGNATION -  5583.02 RM
 OZ0171  PID         -  OZ0171
 OZ0171  STATE/COUNTY-  ID/CAMAS
 OZ0171  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0171
 OZ0171                         *CURRENT SURVEY CONTROL
 OZ0171  ___________________________________________________________________
 OZ0171* NAD 83(1986)-  43 13 05.     (N)    114 40 42.     (W)     SCALED    
 OZ0171* NAVD 88     -      1698.736  (meters)    5573.27   (feet)  ADJUSTED  
 OZ0171  ___________________________________________________________________
 OZ0171  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 OZ0171  DYNAMIC HT  -        1697.719 (meters)    5569.93  (feet)  COMP
 OZ0171  MODELED GRAV-     979,960.7   (mgal)                       NAVD 88
 OZ0171
 OZ0171  VERT ORDER  -  SECOND    CLASS 0
 OZ0171
 OZ0171.The horizontal coordinates were scaled from a topographic map and have
 OZ0171.an estimated accuracy of +/- 6 seconds.
 OZ0171
 OZ0171.The orthometric height was determined by differential leveling
 OZ0171.and adjusted by the National Geodetic Survey in June 1991..
 OZ0171
 OZ0171.The geoid height was determined by GEOID03.
 OZ0171
 OZ0171.The dynamic height is computed by dividing the NAVD 88
 OZ0171.geopotential number by the normal gravity value computed on the
 OZ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0171.degrees latitude (g = 980.6199 gals.).
 OZ0171
 OZ0171.The modeled gravity was interpolated from observed gravity values.
 OZ0171
 OZ0171;                    North         East    Units  Estimated Accuracy
 OZ0171;SPC ID C     -   172,550.      444,890.      MT  (+/- 180 meters Scaled)
 OZ0171
 OZ0171                          SUPERSEDED SURVEY CONTROL
 OZ0171
 OZ0171  NGVD 29 (??/??/92) 1697.669  (m)         5569.77   (f) ADJ UNCH    2 0
 OZ0171
 OZ0171.Superseded values are not recommended for survey control.
 OZ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0171.See file dsdata.txt to determine how the superseded data were derived.
 OZ0171
 OZ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH885876(NAD 83)
 OZ0171_MARKER: DD = SURVEY DISK
 OZ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0171+STABILITY: SURFACE MOTION
 OZ0171
 OZ0171  HISTORY     - Date     Condition        Report By
 OZ0171  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0171  HISTORY     - 1950     GOOD             NGS
 OZ0171
 OZ0171                          STATION DESCRIPTION
 OZ0171
 OZ0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0171'15.0 MI SE FROM FAIRFIELD.
 OZ0171'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0171'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 9.9 MILES SOUTH
 OZ0171'ALONG STATE HIGHWAY 46.  0.6 MILE NORTH OF A SMALL FRAME BUILDING,
 OZ0171'ALONG THE RIGHT OF WAY FENCE, ABOUT 56 YARDS WEST OF AND ACROSS THE
 OZ0171'ROAD FROM THE NORTHWEST END OF A BARROW PIT, 50 FEET SOUTHWEST OF THE
 OZ0171'CENTER LINE OF THE HIGHWAY, ABOUT 7 FEET LOWER THAN THE HIGHWAY, AND
 OZ0171'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 OZ0171'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0174 ***********************************************************************
 OZ0174  DESIGNATION -  5585.40
 OZ0174  PID         -  OZ0174
 OZ0174  STATE/COUNTY-  ID/CAMAS
 OZ0174  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0174
 OZ0174                         *CURRENT SURVEY CONTROL
 OZ0174  ___________________________________________________________________
 OZ0174* NAD 83(1986)-  43 13 07.     (N)    114 40 41.     (W)     SCALED    
 OZ0174* NAVD 88     -      1702.759  (meters)    5586.47   (feet)  ADJUSTED  
 OZ0174  ___________________________________________________________________
 OZ0174  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 OZ0174  DYNAMIC HT  -        1701.740 (meters)    5583.13  (feet)  COMP
 OZ0174  MODELED GRAV-     979,960.9   (mgal)                       NAVD 88
 OZ0174
 OZ0174  VERT ORDER  -  SECOND    CLASS 0
 OZ0174
 OZ0174.The horizontal coordinates were scaled from a topographic map and have
 OZ0174.an estimated accuracy of +/- 6 seconds.
 OZ0174
 OZ0174.The orthometric height was determined by differential leveling
 OZ0174.and adjusted by the National Geodetic Survey in June 1991..
 OZ0174
 OZ0174.The geoid height was determined by GEOID03.
 OZ0174
 OZ0174.The dynamic height is computed by dividing the NAVD 88
 OZ0174.geopotential number by the normal gravity value computed on the
 OZ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0174.degrees latitude (g = 980.6199 gals.).
 OZ0174
 OZ0174.The modeled gravity was interpolated from observed gravity values.
 OZ0174
 OZ0174;                    North         East    Units  Estimated Accuracy
 OZ0174;SPC ID C     -   172,610.      444,910.      MT  (+/- 180 meters Scaled)
 OZ0174
 OZ0174                          SUPERSEDED SURVEY CONTROL
 OZ0174
 OZ0174  NGVD 29 (??/??/92) 1701.693  (m)         5582.97   (f) ADJ UNCH    2 0
 OZ0174
 OZ0174.Superseded values are not recommended for survey control.
 OZ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0174.See file dsdata.txt to determine how the superseded data were derived.
 OZ0174
 OZ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH885877(NAD 83)
 OZ0174_MARKER: DD = SURVEY DISK
 OZ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0174_STAMPING: 5585.40 1097+15.0
 OZ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0174+STABILITY: SURFACE MOTION
 OZ0174
 OZ0174  HISTORY     - Date     Condition        Report By
 OZ0174  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0174  HISTORY     - 1950     GOOD             NGS
 OZ0174
 OZ0174                          STATION DESCRIPTION
 OZ0174
 OZ0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0174'14.9 MI SE FROM FAIRFIELD.
 OZ0174'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0174'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 9.8 MILES SOUTH
 OZ0174'ALONG STATE HIGHWAY 46, 41 FEET NORTHEAST OF THE CENTER LINE OF THE
 OZ0174'HIGHWAY, 37.4 FEET EAST OF THE CENTER OF THE NORTHEAST END OF AN
 OZ0174'18-INCH CORRUGATED METAL PIPE CULVERT, 8 FEET SOUTHEAST OF THE TOP OF
 OZ0174'THE SOUTHEAST BANK OF A SMALL WASH, ABOUT 2 FEET HIGHER THAN THE
 OZ0174'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.3 FEET
 OZ0174'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0173 ***********************************************************************
 OZ0173  DESIGNATION -  5585.40 RM
 OZ0173  PID         -  OZ0173
 OZ0173  STATE/COUNTY-  ID/CAMAS
 OZ0173  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0173
 OZ0173                         *CURRENT SURVEY CONTROL
 OZ0173  ___________________________________________________________________
 OZ0173* NAD 83(1986)-  43 13 06.     (N)    114 40 44.     (W)     SCALED    
 OZ0173* NAVD 88     -      1700.659  (meters)    5579.58   (feet)  ADJUSTED  
 OZ0173  ___________________________________________________________________
 OZ0173  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 OZ0173  DYNAMIC HT  -        1699.640 (meters)    5576.24  (feet)  COMP
 OZ0173  MODELED GRAV-     979,960.7   (mgal)                       NAVD 88
 OZ0173
 OZ0173  VERT ORDER  -  SECOND    CLASS 0
 OZ0173
 OZ0173.The horizontal coordinates were scaled from a topographic map and have
 OZ0173.an estimated accuracy of +/- 6 seconds.
 OZ0173
 OZ0173.The orthometric height was determined by differential leveling
 OZ0173.and adjusted by the National Geodetic Survey in June 1991..
 OZ0173
 OZ0173.The geoid height was determined by GEOID03.
 OZ0173
 OZ0173.The dynamic height is computed by dividing the NAVD 88
 OZ0173.geopotential number by the normal gravity value computed on the
 OZ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0173.degrees latitude (g = 980.6199 gals.).
 OZ0173
 OZ0173.The modeled gravity was interpolated from observed gravity values.
 OZ0173
 OZ0173;                    North         East    Units  Estimated Accuracy
 OZ0173;SPC ID C     -   172,580.      444,840.      MT  (+/- 180 meters Scaled)
 OZ0173
 OZ0173                          SUPERSEDED SURVEY CONTROL
 OZ0173
 OZ0173  NGVD 29 (??/??/92) 1699.592  (m)         5576.08   (f) ADJ UNCH    2 0
 OZ0173
 OZ0173.Superseded values are not recommended for survey control.
 OZ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0173.See file dsdata.txt to determine how the superseded data were derived.
 OZ0173
 OZ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH885876(NAD 83)
 OZ0173_MARKER: DD = SURVEY DISK
 OZ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0173+STABILITY: SURFACE MOTION
 OZ0173
 OZ0173  HISTORY     - Date     Condition        Report By
 OZ0173  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0173  HISTORY     - 1950     GOOD             NGS
 OZ0173
 OZ0173                          STATION DESCRIPTION
 OZ0173
 OZ0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0173'14.9 MI SE FROM FAIRFIELD.
 OZ0173'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0173'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 9.8 MILES SOUTH
 OZ0173'ALONG STATE HIGHWAY 46, DIRECTLY ACROSS THE HIGHWAY FROM B. M. 5585.40
 OZ0173'(I.S.D.P.W.), 40 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 OZ0173'35.6 FEET SOUTH OF THE CENTER OF THE SOUTHWEST END OF AN 28-INCH
 OZ0173'CORRUGATED METAL PIPE CULVERT, 13 FEET SOUTHWEST OF THE CENTER OF A
 OZ0173'DITCH, 2.9 FEET NORTHEAST OF A FENCE, ABOUT 5 FEET LOWER THAN THE
 OZ0173'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 OZ0173'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0178 ***********************************************************************
 OZ0178  DESIGNATION -  5588.07
 OZ0178  PID         -  OZ0178
 OZ0178  STATE/COUNTY-  ID/CAMAS
 OZ0178  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0178
 OZ0178                         *CURRENT SURVEY CONTROL
 OZ0178  ___________________________________________________________________
 OZ0178* NAD 83(1986)-  43 13 34.     (N)    114 41 01.     (W)     SCALED    
 OZ0178* NAVD 88     -      1703.544  (meters)    5589.04   (feet)  ADJUSTED  
 OZ0178  ___________________________________________________________________
 OZ0178  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 OZ0178  DYNAMIC HT  -        1702.527 (meters)    5585.71  (feet)  COMP
 OZ0178  MODELED GRAV-     979,961.9   (mgal)                       NAVD 88
 OZ0178
 OZ0178  VERT ORDER  -  SECOND    CLASS 0
 OZ0178
 OZ0178.The horizontal coordinates were scaled from a topographic map and have
 OZ0178.an estimated accuracy of +/- 6 seconds.
 OZ0178
 OZ0178.The orthometric height was determined by differential leveling
 OZ0178.and adjusted by the National Geodetic Survey in June 1991..
 OZ0178
 OZ0178.The geoid height was determined by GEOID03.
 OZ0178
 OZ0178.The dynamic height is computed by dividing the NAVD 88
 OZ0178.geopotential number by the normal gravity value computed on the
 OZ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0178.degrees latitude (g = 980.6199 gals.).
 OZ0178
 OZ0178.The modeled gravity was interpolated from observed gravity values.
 OZ0178
 OZ0178;                    North         East    Units  Estimated Accuracy
 OZ0178;SPC ID C     -   173,440.      444,470.      MT  (+/- 180 meters Scaled)
 OZ0178
 OZ0178                          SUPERSEDED SURVEY CONTROL
 OZ0178
 OZ0178  NGVD 29 (??/??/92) 1702.475  (m)         5585.54   (f) ADJ UNCH    2 0
 OZ0178
 OZ0178.Superseded values are not recommended for survey control.
 OZ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0178.See file dsdata.txt to determine how the superseded data were derived.
 OZ0178
 OZ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH881885(NAD 83)
 OZ0178_MARKER: DD = SURVEY DISK
 OZ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0178_STAMPING: 5588.07 1134+83.1
 OZ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0178+STABILITY: SURFACE MOTION
 OZ0178
 OZ0178  HISTORY     - Date     Condition        Report By
 OZ0178  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0178  HISTORY     - 1950     GOOD             NGS
 OZ0178
 OZ0178                          STATION DESCRIPTION
 OZ0178
 OZ0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0178'14.3 MI SE FROM FAIRFIELD.
 OZ0178'0.3 MILE SOUTH ALONG THE CENTER STREET FROM THE HIGH SCHOOL AT
 OZ0178'FAIRFIELD, THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 9.2
 OZ0178'MILES SOUTH ALONG STATE HIGHWAY 46, 0.1 MILE NORTH OF THE SUMMIT OF A
 OZ0178'HILL, AT THE SOUTH END OF A SHARP CURVE, 141 FEET NORTH OF THE
 OZ0178'APPROXIMATE CENTER OF THE JUNCTION OF A TRACK ROAD LEADING WEST, 47
 OZ0178'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 37.5 FEET SOUTHEAST
 OZ0178'OF THE SOUTH CORNER OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY,
 OZ0178'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 OZ0178'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0177 ***********************************************************************
 OZ0177  DESIGNATION -  5588.07 RM
 OZ0177  PID         -  OZ0177
 OZ0177  STATE/COUNTY-  ID/CAMAS
 OZ0177  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0177
 OZ0177                         *CURRENT SURVEY CONTROL
 OZ0177  ___________________________________________________________________
 OZ0177* NAD 83(1986)-  43 13 33.     (N)    114 41 04.     (W)     SCALED    
 OZ0177* NAVD 88     -      1704.097  (meters)    5590.86   (feet)  ADJUSTED  
 OZ0177  ___________________________________________________________________
 OZ0177  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 OZ0177  DYNAMIC HT  -        1703.079 (meters)    5587.52  (feet)  COMP
 OZ0177  MODELED GRAV-     979,961.8   (mgal)                       NAVD 88
 OZ0177
 OZ0177  VERT ORDER  -  SECOND    CLASS 0
 OZ0177
 OZ0177.The horizontal coordinates were scaled from a topographic map and have
 OZ0177.an estimated accuracy of +/- 6 seconds.
 OZ0177
 OZ0177.The orthometric height was determined by differential leveling
 OZ0177.and adjusted by the National Geodetic Survey in June 1991..
 OZ0177
 OZ0177.The geoid height was determined by GEOID03.
 OZ0177
 OZ0177.The dynamic height is computed by dividing the NAVD 88
 OZ0177.geopotential number by the normal gravity value computed on the
 OZ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0177.degrees latitude (g = 980.6199 gals.).
 OZ0177
 OZ0177.The modeled gravity was interpolated from observed gravity values.
 OZ0177
 OZ0177;                    North         East    Units  Estimated Accuracy
 OZ0177;SPC ID C     -   173,410.      444,400.      MT  (+/- 180 meters Scaled)
 OZ0177
 OZ0177                          SUPERSEDED SURVEY CONTROL
 OZ0177
 OZ0177  NGVD 29 (??/??/92) 1703.028  (m)         5587.35   (f) ADJ UNCH    2 0
 OZ0177
 OZ0177.Superseded values are not recommended for survey control.
 OZ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0177.See file dsdata.txt to determine how the superseded data were derived.
 OZ0177
 OZ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH880884(NAD 83)
 OZ0177_MARKER: DD = SURVEY DISK
 OZ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0177+STABILITY: SURFACE MOTION
 OZ0177
 OZ0177  HISTORY     - Date     Condition        Report By
 OZ0177  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0177  HISTORY     - 1950     GOOD             NGS
 OZ0177  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0177
 OZ0177                          STATION DESCRIPTION
 OZ0177
 OZ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0177'14.3 MI SE FROM FAIRFIELD.
 OZ0177'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0177'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 9.2 MILES SOUTH
 OZ0177'ALONG STATE HIGHWAY 46, ABOUT 0.1 MILE NORTH OF THE SUMMIT OF A HILL,
 OZ0177'AT THE SOUTH END OF A SHARP CURVE, DIRECTLY ACROSS THE HIGHWAY FROM
 OZ0177'B.M. 5588.07 (I.S.D.P.W.), 77 FEET WEST OF THE SOUTH END OF A GUARD
 OZ0177'RAIL, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 OZ0177'SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, ABOUT 1 FOOT HIGHER THAN
 OZ0177'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 OZ0177'ABOVE THE GROUND.
 OZ0177
 OZ0177                          STATION RECOVERY (1957)
 OZ0177
 OZ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0409 ***********************************************************************
 RY0409  DESIGNATION -  5591.4
 RY0409  PID         -  RY0409
 RY0409  STATE/COUNTY-  ID/IDAHO
 RY0409  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0409
 RY0409                         *CURRENT SURVEY CONTROL
 RY0409  ___________________________________________________________________
 RY0409* NAD 83(1986)-  46 27 59.     (N)    115 37 24.     (W)     SCALED    
 RY0409* NAVD 88     -      1705.348  (meters)    5594.96   (feet)  ADJUSTED  
 RY0409  ___________________________________________________________________
 RY0409  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 RY0409  DYNAMIC HT  -        1704.873 (meters)    5593.40  (feet)  COMP
 RY0409  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 RY0409
 RY0409  VERT ORDER  -  FIRST     CLASS II
 RY0409
 RY0409.The horizontal coordinates were scaled from a topographic map and have
 RY0409.an estimated accuracy of +/- 6 seconds.
 RY0409
 RY0409.The orthometric height was determined by differential leveling
 RY0409.and adjusted by the National Geodetic Survey in June 1991..
 RY0409
 RY0409.The geoid height was determined by GEOID03.
 RY0409
 RY0409.The dynamic height is computed by dividing the NAVD 88
 RY0409.geopotential number by the normal gravity value computed on the
 RY0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0409.degrees latitude (g = 980.6199 gals.).
 RY0409
 RY0409.The modeled gravity was interpolated from observed gravity values.
 RY0409
 RY0409;                    North         East    Units  Estimated Accuracy
 RY0409;SPC ID W     -   533,290.      809,730.      MT  (+/- 180 meters Scaled)
 RY0409
 RY0409                          SUPERSEDED SURVEY CONTROL
 RY0409
 RY0409  NGVD 29 (??/??/92) 1704.084  (m)         5590.82   (f) ADJ UNCH    1 2
 RY0409
 RY0409.Superseded values are not recommended for survey control.
 RY0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0409.See file dsdata.txt to determine how the superseded data were derived.
 RY0409
 RY0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM056467(NAD 83)
 RY0409_MARKER: Q = CHISELED SQUARE
 RY0409_SETTING: 80 = SET IN A BOULDER
 RY0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0409+STABILITY: SURFACE MOTION
 RY0409
 RY0409  HISTORY     - Date     Condition        Report By
 RY0409  HISTORY     - UNK      MONUMENTED       USGS
 RY0409  HISTORY     - 1950     GOOD             NGS
 RY0409
 RY0409                          STATION DESCRIPTION
 RY0409
 RY0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0409'16.3 MI E FROM PIERCE.
 RY0409'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0409'PIERCE, THENCE 15.6 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 0.6
 RY0409'MILE SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING NORTH TO HEMLOCK
 RY0409'BUTTE LOOKOUT, ON THE SOUTH SLOPE OF A HILL, ON THE NORTH SIDE OF A
 RY0409'SADDLE, ON THE OUTSIDE OF A PROMINENT CURVE, 226.5 FEET NORTH OF S 60,
 RY0409'102 FEET OF THE CENTER LINE OF THE ROAD, 94.4 FEET NORTHEAST OF A
 RY0409'TELEPHONE POLE ON THE EAST EDGE OF THE ROAD, IN THE TOP OF A PROMINENT
 RY0409'QUARTZ BOULDER, ABOUT 4 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 RY0409'WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0466 ***********************************************************************
 OX0466  DESIGNATION -  5594.6
 OX0466  PID         -  OX0466
 OX0466  STATE/COUNTY-  ID/BONNEVILLE
 OX0466  USGS QUAD   -  HEISE SE (1979)
 OX0466
 OX0466                         *CURRENT SURVEY CONTROL
 OX0466  ___________________________________________________________________
 OX0466* NAD 83(1986)-  43 33 32.     (N)    111 31 24.     (W)     SCALED    
 OX0466* NAVD 88     -      1706.26   (+/-2cm)    5598.0    (feet)  VERTCON   
 OX0466  ___________________________________________________________________
 OX0466  GEOID HEIGHT-         -10.55  (meters)                     GEOID03
 OX0466
 OX0466  VERT ORDER  -  ? (See Below)
 OX0466
 OX0466.The horizontal coordinates were scaled from a topographic map and have
 OX0466.an estimated accuracy of +/- 6 seconds.
 OX0466
 OX0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0466.The vertical order pertains to the NGVD 29 superseded value.
 OX0466
 OX0466.The geoid height was determined by GEOID03.
 OX0466
 OX0466;                    North         East    Units  Estimated Accuracy
 OX0466;SPC ID E     -   210,390.      251,980.      MT  (+/- 180 meters Scaled)
 OX0466
 OX0466                          SUPERSEDED SURVEY CONTROL
 OX0466
 OX0466  NGVD 29 (??/??/92) 1705.077  (m)         5594.07   (f) ADJ UNCH    ?  
 OX0466
 OX0466.Superseded values are not recommended for survey control.
 OX0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0466.See file dsdata.txt to determine how the superseded data were derived.
 OX0466
 OX0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP577230(NAD 83)
 OX0466_MARKER: Q = CHISELED SQUARE
 OX0466_SETTING: 80 = SET IN A BOULDER
 OX0466_SP_SET: BOULDER
 OX0466_STAMPING: USBM 5594.6
 OX0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0466+STABILITY: SURFACE MOTION
 OX0466
 OX0466  HISTORY     - Date     Condition        Report By
 OX0466  HISTORY     - UNK      MONUMENTED       USGS
 OX0466  HISTORY     - 1930     GOOD             USGS
 OX0466
 OX0466                          STATION DESCRIPTION
 OX0466
 OX0466'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0466'14.2 MI NW FROM SWAN VALLEY.
 OX0466'14.2 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0466'BONNEVILLE COUNTY, 11.2 MILES NORTHWEST OF THE SWAN VALLEY BRIDGE OVER
 OX0466'SNAKE RIVER, 41.3 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 OX0466'22.5 FEET NORTHWEST OF THE CENTERLINE OF A PRIVATE ROAD LEADING EAST,
 OX0466'AT A FENCE, AND ON THE TOP OF A BOULDER PAINTED USBM 5594.6. A
 OX0466'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0482 ***********************************************************************
 OY0482  DESIGNATION -  5597
 OY0482  PID         -  OY0482
 OY0482  STATE/COUNTY-  ID/BUTTE
 OY0482  USGS QUAD   -  DARLINGTON (1969)
 OY0482
 OY0482                         *CURRENT SURVEY CONTROL
 OY0482  ___________________________________________________________________
 OY0482* NAD 83(1986)-  43 46 35.     (N)    113 23 23.     (W)     SCALED    
 OY0482* NAVD 88     -      1707.082  (meters)    5600.65   (feet)  ADJUSTED  
 OY0482  ___________________________________________________________________
 OY0482  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 OY0482  DYNAMIC HT  -        1706.084 (meters)    5597.38  (feet)  COMP
 OY0482  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 OY0482
 OY0482  VERT ORDER  -  SECOND    CLASS 0
 OY0482
 OY0482.The horizontal coordinates were scaled from a topographic map and have
 OY0482.an estimated accuracy of +/- 6 seconds.
 OY0482
 OY0482.The orthometric height was determined by differential leveling
 OY0482.and adjusted by the National Geodetic Survey in June 1991..
 OY0482
 OY0482.The geoid height was determined by GEOID03.
 OY0482
 OY0482.The dynamic height is computed by dividing the NAVD 88
 OY0482.geopotential number by the normal gravity value computed on the
 OY0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0482.degrees latitude (g = 980.6199 gals.).
 OY0482
 OY0482.The modeled gravity was interpolated from observed gravity values.
 OY0482
 OY0482;                    North         East    Units  Estimated Accuracy
 OY0482;SPC ID C     -   234,530.      549,130.      MT  (+/- 180 meters Scaled)
 OY0482
 OY0482                          SUPERSEDED SURVEY CONTROL
 OY0482
 OY0482  NGVD 29 (??/??/92) 1705.913  (m)         5596.82   (f) ADJ UNCH    2 0
 OY0482
 OY0482.Superseded values are not recommended for survey control.
 OY0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0482.See file dsdata.txt to determine how the superseded data were derived.
 OY0482
 OY0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP076498(NAD 83)
 OY0482_MARKER: P = PIPE CAP
 OY0482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0482_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0482_STAMPING: 5597 1912 25
 OY0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0482
 OY0482  HISTORY     - Date     Condition        Report By
 OY0482  HISTORY     - 1912     MONUMENTED       USGS
 OY0482  HISTORY     - 1936     GOOD             NGS
 OY0482
 OY0482                          STATION DESCRIPTION
 OY0482
 OY0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0482'3.1 MI NW FROM MOORE.
 OY0482'3.1 MILES NORTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0482'STATION AT MOORE, BUTTE COUNTY.  0.3 MILE SOUTHEAST OF MILEPOST 70,
 OY0482'190 FEET SOUTH OF THE CENTERLINE OF CULVERT 69.71 UNDER THE TRACK, AND
 OY0482'45 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD CROSSING.  A UNITED
 OY0482'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5597 1912 25 AND
 OY0482'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0328 ***********************************************************************
 OZ0328  DESIGNATION -  56 E
 OZ0328  PID         -  OZ0328
 OZ0328  STATE/COUNTY-  ID/BLAINE
 OZ0328  USGS QUAD   -  ALTURAS LAKE (1963)
 OZ0328
 OZ0328                         *CURRENT SURVEY CONTROL
 OZ0328  ___________________________________________________________________
 OZ0328* NAD 83(1986)-  43 55 43.     (N)    114 50 08.     (W)     SCALED    
 OZ0328* NAVD 88     -      2148.774  (meters)    7049.77   (feet)  ADJUSTED  
 OZ0328  ___________________________________________________________________
 OZ0328  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 OZ0328  DYNAMIC HT  -        2147.319 (meters)    7045.00  (feet)  COMP
 OZ0328  MODELED GRAV-     979,864.9   (mgal)                       NAVD 88
 OZ0328
 OZ0328  VERT ORDER  -  SECOND    CLASS 0
 OZ0328
 OZ0328.The horizontal coordinates were scaled from a topographic map and have
 OZ0328.an estimated accuracy of +/- 6 seconds.
 OZ0328
 OZ0328.The orthometric height was determined by differential leveling
 OZ0328.and adjusted by the National Geodetic Survey in June 1991..
 OZ0328
 OZ0328.The geoid height was determined by GEOID03.
 OZ0328
 OZ0328.The dynamic height is computed by dividing the NAVD 88
 OZ0328.geopotential number by the normal gravity value computed on the
 OZ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0328.degrees latitude (g = 980.6199 gals.).
 OZ0328
 OZ0328.The modeled gravity was interpolated from observed gravity values.
 OZ0328
 OZ0328;                    North         East    Units  Estimated Accuracy
 OZ0328;SPC ID C     -   251,600.      432,910.      MT  (+/- 180 meters Scaled)
 OZ0328
 OZ0328                          SUPERSEDED SURVEY CONTROL
 OZ0328
 OZ0328  NGVD 29 (??/??/92) 2147.357  (m)         7045.12   (f) ADJ UNCH    2 0
 OZ0328
 OZ0328.Superseded values are not recommended for survey control.
 OZ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0328.See file dsdata.txt to determine how the superseded data were derived.
 OZ0328
 OZ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ737662(NAD 83)
 OZ0328_MARKER: DB = BENCH MARK DISK
 OZ0328_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OZ0328_SP_SET: UNSPEC ROCK
 OZ0328_STAMPING: 56 E 1936
 OZ0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0328
 OZ0328  HISTORY     - Date     Condition        Report By
 OZ0328  HISTORY     - 1936     MONUMENTED       CGS
 OZ0328  HISTORY     - 1950     GOOD             NGS
 OZ0328  HISTORY     - 1951     GOOD             NGS
 OZ0328
 OZ0328                          STATION DESCRIPTION
 OZ0328
 OZ0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0328'0.8 MI NE FROM ALTURAS LAKE.
 OZ0328'0.8 MILE NORTHEAST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0328'OUTLET AT ALTURAS LAKE, AT THE NORTHEAST END OF A SMALL ROCKY KNOLL,
 OZ0328'163 1/2 FEET NORTH OF A FOREST SERVICE SIGN PERKINS LAKE ELEVATION
 OZ0328'7000, 53 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET
 OZ0328'WEST OF A 10-INCH PINE TREE MARKED BY A TRIANGULAR BLAZE, 5.8 FEET
 OZ0328'NORTHWEST OF A 4-INCH PINE TREE, IN THE TOP OF A SMALL ROCK ABOUT 2
 OZ0328'FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B
 OZ0328'M.
 OZ0328
 OZ0328                          STATION RECOVERY (1951)
 OZ0328
 OZ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1218 ***********************************************************************
 NV1218  DESIGNATION -  56 EMH
 NV1218  PID         -  NV1218
 NV1218  STATE/COUNTY-  ID/OWYHEE
 NV1218  USGS QUAD   -  GRASMERE (1979)
 NV1218
 NV1218                         *CURRENT SURVEY CONTROL
 NV1218  ___________________________________________________________________
 NV1218* NAD 83(1986)-  42 27 15.     (N)    115 58 59.     (W)     SCALED    
 NV1218* NAVD 88     -      1582.955  (meters)    5193.41   (feet)  POSTED    
 NV1218  ___________________________________________________________________
 NV1218  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 NV1218  DYNAMIC HT  -        1581.910 (meters)    5189.98  (feet)  COMP
 NV1218  MODELED GRAV-     979,908.3   (mgal)                       NAVD 88
 NV1218
 NV1218  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV1218
 NV1218.The horizontal coordinates were scaled from a topographic map and have
 NV1218.an estimated accuracy of +/- 6 seconds.
 NV1218
 NV1218.The orthometric height was determined by differential leveling
 NV1218.and adjusted by the National Geodetic Survey in 1992..
 NV1218.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV1218.rate of 0.0 thru 1.0 mm/km.
 NV1218
 NV1218.The geoid height was determined by GEOID03.
 NV1218
 NV1218.The dynamic height is computed by dividing the NAVD 88
 NV1218.geopotential number by the normal gravity value computed on the
 NV1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1218.degrees latitude (g = 980.6199 gals.).
 NV1218
 NV1218.The modeled gravity was interpolated from observed gravity values.
 NV1218
 NV1218;                    North         East    Units  Estimated Accuracy
 NV1218;SPC ID W     -    87,490.      780,830.      MT  (+/- 180 meters Scaled)
 NV1218
 NV1218                          SUPERSEDED SURVEY CONTROL
 NV1218
 NV1218  NGVD 29 (??/??/92) 1581.86   (m)         5189.8    (f) COMPUTED    2 0
 NV1218
 NV1218.Superseded values are not recommended for survey control.
 NV1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1218.See file dsdata.txt to determine how the superseded data were derived.
 NV1218
 NV1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH836007(NAD 83)
 NV1218_MARKER: DD = SURVEY DISK
 NV1218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NV1218_SP_SET: COPPER-CLAD STEEL ROD
 NV1218_STAMPING: 56 EMH 1972 5189
 NV1218_MARK LOGO: USGS  
 NV1218_MAGNETIC: I = MARKER IS A STEEL ROD
 NV1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1218+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NV1218
 NV1218  HISTORY     - Date     Condition        Report By
 NV1218  HISTORY     - 1972     MONUMENTED       USGS
 NV1218
 NV1218                          STATION DESCRIPTION
 NV1218
 NV1218'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NV1218'FROM GRASMERE, IDAHO, PROCEED 4.0 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NV1218'9.0 MILES SOUTHEAST ALONG GRADED ROAD, 0.2 MILES SOUTH OF WICKAHONEY
 NV1218'RANCH HOUSE, 34 FEET WEST OF THE CENTERLINE OF THE ROAD TO THE RANCH
 NV1218'HOUSE, 27 FEET NORTH AND ABOUT LEVEL WITH THE CENTERLINE OF THE MAIN
 NV1218'ROAD, 2 FEET SOUTH OF A FENCE, A 5/8 COPPER-COATED ROD ENCASED IN A
 NV1218'6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1594 ***********************************************************************
 NU1594  DESIGNATION -  56 FMK
 NU1594  PID         -  NU1594
 NU1594  STATE/COUNTY-  ID/ONEIDA
 NU1594  USGS QUAD   -  DAIRY CREEK (1968)
 NU1594
 NU1594                         *CURRENT SURVEY CONTROL
 NU1594  ___________________________________________________________________
 NU1594* NAD 83(1992)-  42 23 40.95561(N)    112 26 39.79964(W)     ADJUSTED  
 NU1594* NAVD 88     -      1619.6    (meters)    5314.     (feet)  VERTCON   
 NU1594  ___________________________________________________________________
 NU1594  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 NU1594  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 NU1594
 NU1594  HORZ ORDER  -  THIRD
 NU1594  VERT ORDER  -  THIRD ? (See Below)
 NU1594
 NU1594.The horizontal coordinates were established by classical geodetic methods
 NU1594.and adjusted by the National Geodetic Survey in July 1992..
 NU1594
 NU1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1594.The vertical order pertains to the NGVD 29 superseded value.
 NU1594
 NU1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1594
 NU1594.The geoid height was determined by GEOID03.
 NU1594
 NU1594;                    North         East     Units Scale Factor Converg.
 NU1594;SPC ID E     -    80,899.694   177,134.449   MT  0.99995380   -0 11 14.1
 NU1594;UTM  12      - 4,694,612.338   381,120.078   MT  0.99977388   -0 58 26.3
 NU1594
 NU1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1594!SPC ID E     -   0.99974816  x   0.99995380  =   0.99970197
 NU1594!UTM  12      -   0.99974816  x   0.99977388  =   0.99952209
 NU1594
 NU1594:                Primary Azimuth Mark                     Grid Az
 NU1594:SPC ID E     -  AIR BEACON 11                            292 39 41.2
 NU1594:UTM  12      -  AIR BEACON 11                            293 26 53.4
 NU1594
 NU1594|---------------------------------------------------------------------|
 NU1594| PID    Reference Object                     Distance      Geod. Az  |
 NU1594|                                                           dddmmss.s |
 NU1594| NU1596 AIR BEACON 11                       APPROX. 5.7 KM 2922827.1 |
 NU1594|---------------------------------------------------------------------|
 NU1594
 NU1594                          SUPERSEDED SURVEY CONTROL
 NU1594
 NU1594  NAD 83(1986)-  42 23 40.95509(N)    112 26 39.79324(W) AD(       ) 3
 NU1594  NAD 27      -  42 23 41.25392(N)    112 26 36.88774(W) AD(       ) 3
 NU1594  NGVD 29 (07/19/86) 1618.5    (m)         5310.     (f) LEVELING    3  
 NU1594
 NU1594.Superseded values are not recommended for survey control.
 NU1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1594.See file dsdata.txt to determine how the superseded data were derived.
 NU1594
 NU1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM8112094612(NAD 83)
 NU1594_MARKER: DB = BENCH MARK DISK
 NU1594_SETTING: 0 = UNSPECIFIED SETTING
 NU1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1594
 NU1594  HISTORY     - Date     Condition        Report By
 NU1594  HISTORY     - 1966     MONUMENTED       USGS
 NU1594
 NU1594                          STATION DESCRIPTION
 NU1594
 NU1594'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NU1594'LOCATED ABOUT 17 MI. (AIRLINE) NW. OF MALAD, ABOUT 2 MI. NW. OF
 NU1594'DANIELS.
 NU1594'
 NU1594'TO REACH FROM MALAD CITY POST OFFICE, TRAVEL NW. 21.1 MI. ALONG
 NU1594'DAIRY CREEK RD. TO T-RD. W., STATION IS 32 FT. NW. AND 33 FT. W.
 NU1594'OF INTERSECTION, 6 FT. N. OF FENCE CORNER, 1 FT. E. OF FENCE.
 NU1594'
 NU1594'STATION MARK--STANDARD USGS BENCH MARK TABLET STAMPED---56 FMK
 NU1594'1966--- ON COPPER-COATED ROD ENCLOSED BY A 6-INCH SOIL PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1014 ***********************************************************************
 OY1014  DESIGNATION -  56 HLS
 OY1014  PID         -  OY1014
 OY1014  STATE/COUNTY-  ID/BUTTE
 OY1014  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1014
 OY1014                         *CURRENT SURVEY CONTROL
 OY1014  ___________________________________________________________________
 OY1014* NAD 83(1986)-  43 49 45.     (N)    112 43 02.     (W)     SCALED    
 OY1014* NAVD 88     -      1460.574  (meters)    4791.90   (feet)  ADJUSTED  
 OY1014  ___________________________________________________________________
 OY1014  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 OY1014  DYNAMIC HT  -        1459.855 (meters)    4789.54  (feet)  COMP
 OY1014  MODELED GRAV-     980,075.4   (mgal)                       NAVD 88
 OY1014
 OY1014  VERT ORDER  -  FIRST     CLASS II
 OY1014
 OY1014.The horizontal coordinates were scaled from a topographic map and have
 OY1014.an estimated accuracy of +/- 6 seconds.
 OY1014
 OY1014.The orthometric height was determined by differential leveling
 OY1014.and adjusted by the National Geodetic Survey in December 1992..
 OY1014.WARNING-Repeat measurements at this control monument indicate possible
 OY1014.vertical movement.
 OY1014
 OY1014.The geoid height was determined by GEOID03.
 OY1014
 OY1014.The dynamic height is computed by dividing the NAVD 88
 OY1014.geopotential number by the normal gravity value computed on the
 OY1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1014.degrees latitude (g = 980.6199 gals.).
 OY1014
 OY1014.The modeled gravity was interpolated from observed gravity values.
 OY1014
 OY1014;                    North         East    Units  Estimated Accuracy
 OY1014;SPC ID C     -   241,020.      603,180.      MT  (+/- 180 meters Scaled)
 OY1014
 OY1014                          SUPERSEDED SURVEY CONTROL
 OY1014
 OY1014  NGVD 29 (08/20/92) 1459.523  (m)         4788.45   (f) ADJUSTED    1 2
 OY1014
 OY1014.Superseded values are not recommended for survey control.
 OY1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1014.See file dsdata.txt to determine how the superseded data were derived.
 OY1014
 OY1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP619543(NAD 83)
 OY1014_MARKER: DB = BENCH MARK DISK
 OY1014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OY1014_SP_SET: COPPER-CLAD STEEL ROD
 OY1014_STAMPING: 56 HLS 1967 4789
 OY1014_MARK LOGO: USGS  
 OY1014_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1014_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1014+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY1014
 OY1014  HISTORY     - Date     Condition        Report By
 OY1014  HISTORY     - 1967     MONUMENTED       USGS
 OY1014  HISTORY     - 19920331 GOOD             NGS
 OY1014
 OY1014                          STATION DESCRIPTION
 OY1014
 OY1014'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1014'FROM TEST AREA NORTH, IDAHO PROCEED 1.4 MILES SOUTHWEST ALONG LINCOLN
 OY1014'BOULEVARD, 117 FEET EAST OF A PAVED ROAD, 89 FEET EAST OF MILEPOST
 OY1014'302, 84 FEET SOUTHEAST OF A BLADED ROAD, 2 FEET WEST OF A WITNESS
 OY1014'POST, SET ON A COPPER-COATED ROD (DRIVEN TO REFUSAL) FLUSH WITH THE
 OY1014'GROUND.
 OY1014
 OY1014                          STATION RECOVERY (1992)
 OY1014
 OY1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1014'26.1 KM (16.20 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1014'OFFICE IN HOWE, 35.5 M (116.5 FT) SOUTHEAST OF THE HIGHWAY
 OY1014'CENTERLINE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M
 OY1014'(2.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 OY1014'6-INCH PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS
 OY1014'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0176 ***********************************************************************
 OZ0176  DESIGNATION -  5611.74
 OZ0176  PID         -  OZ0176
 OZ0176  STATE/COUNTY-  ID/CAMAS
 OZ0176  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0176
 OZ0176                         *CURRENT SURVEY CONTROL
 OZ0176  ___________________________________________________________________
 OZ0176* NAD 83(1986)-  43 13 32.     (N)    114 41 04.     (W)     SCALED    
 OZ0176* NAVD 88     -      1710.762  (meters)    5612.73   (feet)  ADJUSTED  
 OZ0176  ___________________________________________________________________
 OZ0176  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 OZ0176  DYNAMIC HT  -        1709.740 (meters)    5609.37  (feet)  COMP
 OZ0176  MODELED GRAV-     979,961.6   (mgal)                       NAVD 88
 OZ0176
 OZ0176  VERT ORDER  -  SECOND    CLASS 0
 OZ0176
 OZ0176.The horizontal coordinates were scaled from a topographic map and have
 OZ0176.an estimated accuracy of +/- 6 seconds.
 OZ0176
 OZ0176.The orthometric height was determined by differential leveling
 OZ0176.and adjusted by the National Geodetic Survey in June 1991..
 OZ0176
 OZ0176.The geoid height was determined by GEOID03.
 OZ0176
 OZ0176.The dynamic height is computed by dividing the NAVD 88
 OZ0176.geopotential number by the normal gravity value computed on the
 OZ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0176.degrees latitude (g = 980.6199 gals.).
 OZ0176
 OZ0176.The modeled gravity was interpolated from observed gravity values.
 OZ0176
 OZ0176;                    North         East    Units  Estimated Accuracy
 OZ0176;SPC ID C     -   173,380.      444,400.      MT  (+/- 180 meters Scaled)
 OZ0176
 OZ0176                          SUPERSEDED SURVEY CONTROL
 OZ0176
 OZ0176  NGVD 29 (??/??/92) 1709.693  (m)         5609.22   (f) ADJ UNCH    2 0
 OZ0176
 OZ0176.Superseded values are not recommended for survey control.
 OZ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0176.See file dsdata.txt to determine how the superseded data were derived.
 OZ0176
 OZ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH880884(NAD 83)
 OZ0176_MARKER: DD = SURVEY DISK
 OZ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0176_STAMPING: 5611.74
 OZ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0176+STABILITY: SURFACE MOTION
 OZ0176
 OZ0176  HISTORY     - Date     Condition        Report By
 OZ0176  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0176  HISTORY     - 1950     GOOD             NGS
 OZ0176  HISTORY     - 1957     MARK NOT FOUND   NGS
 OZ0176
 OZ0176                          STATION DESCRIPTION
 OZ0176
 OZ0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0176'14.4 MI SE FROM FAIRFIELD.
 OZ0176'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0176'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 22, THENCE 9.3 MILES SOUTH
 OZ0176'ALONG STATE HIGHWAY 46, 0.2 MILE NORTHWEST OF THE JUNCTION OF A TRACK
 OZ0176'ROAD LEADING SOUTH, 0.1 MILE SOUTHEAST OF THE SOUTHEAST END OF A SHARP
 OZ0176'CURVE, ABOUT 50 YARDS SOUTHEAST OF THE SUMMIT OF A HILL, 99.3 FEET
 OZ0176'SOUTH OF AND ACROSS THE ROAD FROM B.M. T 335, 50 FEET SOUTHWEST OF THE
 OZ0176'CENTER LINE OF THE HIGHWAY, 36 FEET SOUTHWEST OF A STATE HIGHWAY 46
 OZ0176'SIGN, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OZ0176'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OZ0176
 OZ0176                          STATION RECOVERY (1957)
 OZ0176
 OZ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OZ0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0393 ***********************************************************************
 OZ0393  DESIGNATION -  5613.6
 OZ0393  PID         -  OZ0393
 OZ0393  STATE/COUNTY-  ID/ELMORE
 OZ0393  USGS QUAD   -  BEAR RIVER (1972)
 OZ0393
 OZ0393                         *CURRENT SURVEY CONTROL
 OZ0393  ___________________________________________________________________
 OZ0393* NAD 83(1986)-  43 52 43.     (N)    115 23 04.     (W)     SCALED    
 OZ0393* NAVD 88     -      1712.112  (meters)    5617.15   (feet)  ADJUSTED  
 OZ0393  ___________________________________________________________________
 OZ0393  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 OZ0393  DYNAMIC HT  -        1711.153 (meters)    5614.01  (feet)  COMP
 OZ0393  MODELED GRAV-     979,997.7   (mgal)                       NAVD 88
 OZ0393
 OZ0393  VERT ORDER  -  SECOND    CLASS 0
 OZ0393
 OZ0393.The horizontal coordinates were scaled from a topographic map and have
 OZ0393.an estimated accuracy of +/- 6 seconds.
 OZ0393
 OZ0393.The orthometric height was determined by differential leveling
 OZ0393.and adjusted by the National Geodetic Survey in June 1991..
 OZ0393
 OZ0393.The geoid height was determined by GEOID03.
 OZ0393
 OZ0393.The dynamic height is computed by dividing the NAVD 88
 OZ0393.geopotential number by the normal gravity value computed on the
 OZ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0393.degrees latitude (g = 980.6199 gals.).
 OZ0393
 OZ0393.The modeled gravity was interpolated from observed gravity values.
 OZ0393
 OZ0393;                    North         East    Units  Estimated Accuracy
 OZ0393;SPC ID W     -   245,770.      829,380.      MT  (+/- 180 meters Scaled)
 OZ0393
 OZ0393                          SUPERSEDED SURVEY CONTROL
 OZ0393
 OZ0393  NGVD 29 (??/??/92) 1710.917  (m)         5613.23   (f) ADJ UNCH    2 0
 OZ0393
 OZ0393.Superseded values are not recommended for survey control.
 OZ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0393.See file dsdata.txt to determine how the superseded data were derived.
 OZ0393
 OZ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ297596(NAD 83)
 OZ0393_MARKER: N = NAIL
 OZ0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0393_SP_SET: TREE
 OZ0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0393
 OZ0393  HISTORY     - Date     Condition        Report By
 OZ0393  HISTORY     - UNK      MONUMENTED       USGS
 OZ0393  HISTORY     - 1950     GOOD             NGS
 OZ0393
 OZ0393                          STATION DESCRIPTION
 OZ0393
 OZ0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0393'3.5 MI S FROM DEER PARK GUARD STATION.
 OZ0393'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0393'THENCE 3.1 MILES SOUTH ALONG A GRADED FOREST SERVICE ROAD, AT SWANHOLM
 OZ0393'SUMMIT, 90.0 FEET EAST OF BENCH MARK 95 E (USGS), 42 1/2 FEET SOUTH OF
 OZ0393'AND ACROSS THE ROAD FROM A SIGN READING SWANHOLM SUMMIT, 22 FEET SOUTH
 OZ0393'OF THE CENTER LINE OF THE ROAD, ABOUT 10 FEET HIGHER THAN THE ROAD,
 OZ0393'AND IN THE SOUTHEAST BASE OF A TRIANGULAR-BLAZED 16-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0310 ***********************************************************************
 PZ0310  DESIGNATION -  5634
 PZ0310  PID         -  PZ0310
 PZ0310  STATE/COUNTY-  ID/LEMHI
 PZ0310  USGS QUAD   -  WEST OF LEADORE (1987)
 PZ0310
 PZ0310                         *CURRENT SURVEY CONTROL
 PZ0310  ___________________________________________________________________
 PZ0310* NAD 83(1986)-  44 44 49.     (N)    113 28 39.     (W)     SCALED    
 PZ0310* NAVD 88     -      1721.86   (+/-2cm)    5649.1    (feet)  VERTCON   
 PZ0310  ___________________________________________________________________
 PZ0310  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 PZ0310
 PZ0310  VERT ORDER  -  ? (See Below)
 PZ0310
 PZ0310.The horizontal coordinates were scaled from a topographic map and have
 PZ0310.an estimated accuracy of +/- 6 seconds.
 PZ0310
 PZ0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0310.The vertical order pertains to the NGVD 29 superseded value.
 PZ0310
 PZ0310.The geoid height was determined by GEOID03.
 PZ0310
 PZ0310;                    North         East    Units  Estimated Accuracy
 PZ0310;SPC ID C     -   342,320.      541,380.      MT  (+/- 180 meters Scaled)
 PZ0310
 PZ0310                          SUPERSEDED SURVEY CONTROL
 PZ0310
 PZ0310  NGVD 29 (??/??/92) 1720.529  (m)         5644.77   (f) ADJ UNCH    ?  
 PZ0310
 PZ0310.Superseded values are not recommended for survey control.
 PZ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0310.See file dsdata.txt to determine how the superseded data were derived.
 PZ0310
 PZ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ038578(NAD 83)
 PZ0310_MARKER: N = NAIL
 PZ0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0310_SP_SET: CHUTE
 PZ0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0310
 PZ0310  HISTORY     - Date     Condition        Report By
 PZ0310  HISTORY     - UNK      MONUMENTED       USGS
 PZ0310  HISTORY     - 1933     GOOD             NGS
 PZ0310
 PZ0310                          STATION DESCRIPTION
 PZ0310
 PZ0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PZ0310'7.5 MI NW FROM LEADORE.
 PZ0310'7.5 MILES NORTHWEST ALONG THE DISMANTLED GILMORE AND PITTSBURGH
 PZ0310'RAILROAD FROM LEADORE, LEMHI COUNTY, AT COTTOM SIDING, ON THE NORTH
 PZ0310'SIDE OF A LOADING CORRAL, IN THE TOP OF AN 8- BY 8-INCH SILL TO A
 PZ0310'LOADING CHUTE, AND MARKED BY THE PAINTED LETTERS USGS TRM 5634 ON A
 PZ0310'SUPPORTING POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 PZ0310'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0093 ***********************************************************************
 QA0093  DESIGNATION -  5637
 QA0093  PID         -  QA0093
 QA0093  STATE/COUNTY-  ID/CUSTER
 QA0093  USGS QUAD   -  THOMPSON CREEK (1964)
 QA0093
 QA0093                         *CURRENT SURVEY CONTROL
 QA0093  ___________________________________________________________________
 QA0093* NAD 83(1986)-  44 15 01.     (N)    114 31 45.     (W)     SCALED    
 QA0093* NAVD 88     -      1719.918  (meters)    5642.76   (feet)  ADJUSTED  
 QA0093  ___________________________________________________________________
 QA0093  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 QA0093  DYNAMIC HT  -        1718.949 (meters)    5639.59  (feet)  COMP
 QA0093  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 QA0093
 QA0093  VERT ORDER  -  SECOND    CLASS 0
 QA0093
 QA0093.The horizontal coordinates were scaled from a topographic map and have
 QA0093.an estimated accuracy of +/- 6 seconds.
 QA0093
 QA0093.The orthometric height was determined by differential leveling
 QA0093.and adjusted by the National Geodetic Survey in June 1991..
 QA0093
 QA0093.The geoid height was determined by GEOID03.
 QA0093
 QA0093.The dynamic height is computed by dividing the NAVD 88
 QA0093.geopotential number by the normal gravity value computed on the
 QA0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0093.degrees latitude (g = 980.6199 gals.).
 QA0093
 QA0093.The modeled gravity was interpolated from observed gravity values.
 QA0093
 QA0093;                    North         East    Units  Estimated Accuracy
 QA0093;SPC ID C     -   287,140.      457,740.      MT  (+/- 180 meters Scaled)
 QA0093
 QA0093                          SUPERSEDED SURVEY CONTROL
 QA0093
 QA0093  NGVD 29 (??/??/92) 1718.675  (m)         5638.69   (f) ADJ UNCH    2 0
 QA0093
 QA0093.Superseded values are not recommended for survey control.
 QA0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0093.See file dsdata.txt to determine how the superseded data were derived.
 QA0093
 QA0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK972026(NAD 83)
 QA0093_MARKER: DD = SURVEY DISK
 QA0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0093_SP_SET: LEDGE
 QA0093_STAMPING: 5637 1916
 QA0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QA0093+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 QA0093
 QA0093  HISTORY     - Date     Condition        Report By
 QA0093  HISTORY     - 1916     MONUMENTED       USGS
 QA0093  HISTORY     - 1955     GOOD             NGS
 QA0093  HISTORY     - 19940601 GOOD             IDTD
 QA0093  HISTORY     - 20000710 GOOD             IDTD
 QA0093
 QA0093                          STATION DESCRIPTION
 QA0093
 QA0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0093'7.8 MI W FROM CLAYTON.
 QA0093'ABOUT 7.8 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE AT
 QA0093'STANLEY, NORTH OF A DEEP HIGHWAY CUT JUST EAST OF HOLMAN CREEK, 120
 QA0093'FEET NORTH OF THE NORTH EDGE OF THE CUT, 70 FEET NORTH OF THE CENTER
 QA0093'LINE OF THE OLD ROAD, 64 FEET NORTH OF A POLE LINE, IN THE SOUTH FACE
 QA0093'OF A 20 X 30 FOOT LEDGE, THE HIGHEST LEDGE IN THE VICINITY, ABOUT
 QA0093'HALFWAY UP FROM THE BASE.
 QA0093
 QA0093                          STATION RECOVERY (1994)
 QA0093
 QA0093'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (GDJ)
 QA0093'THE 1955 DESCRIPTION SHOULD READ *FROM THE POST OFFICE AT CLAYTON*,
 QA0093'NOT *STANLEY*.
 QA0093
 QA0093                          STATION RECOVERY (2000)
 QA0093
 QA0093'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 QA0093'THE REFERENCE TO 'THE POST OFFICE AT STANLEY' IN THE 1955 DESCRIPTION,
 QA0093'SHOULD READ 'THE POST OFFICE AT CLAYTON', OTHERWISE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0479 ***********************************************************************
 OY0479  DESIGNATION -  5648
 OY0479  PID         -  OY0479
 OY0479  STATE/COUNTY-  ID/CUSTER
 OY0479  USGS QUAD   -  DARLINGTON (1969)
 OY0479
 OY0479                         *CURRENT SURVEY CONTROL
 OY0479  ___________________________________________________________________
 OY0479* NAD 83(1986)-  43 50 43.     (N)    113 26 12.     (W)     SCALED    
 OY0479* NAVD 88     -      1722.620  (meters)    5651.63   (feet)  ADJUSTED  
 OY0479  ___________________________________________________________________
 OY0479  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 OY0479  DYNAMIC HT  -        1721.609 (meters)    5648.31  (feet)  COMP
 OY0479  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 OY0479
 OY0479  VERT ORDER  -  SECOND    CLASS 0
 OY0479
 OY0479.The horizontal coordinates were scaled from a topographic map and have
 OY0479.an estimated accuracy of +/- 6 seconds.
 OY0479
 OY0479.The orthometric height was determined by differential leveling
 OY0479.and adjusted by the National Geodetic Survey in June 1991..
 OY0479
 OY0479.The geoid height was determined by GEOID03.
 OY0479
 OY0479.The dynamic height is computed by dividing the NAVD 88
 OY0479.geopotential number by the normal gravity value computed on the
 OY0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0479.degrees latitude (g = 980.6199 gals.).
 OY0479
 OY0479.The modeled gravity was interpolated from observed gravity values.
 OY0479
 OY0479;                    North         East    Units  Estimated Accuracy
 OY0479;SPC ID C     -   242,160.      545,300.      MT  (+/- 180 meters Scaled)
 OY0479
 OY0479                          SUPERSEDED SURVEY CONTROL
 OY0479
 OY0479  NGVD 29 (??/??/92) 1721.442  (m)         5647.76   (f) ADJ UNCH    2 0
 OY0479
 OY0479.Superseded values are not recommended for survey control.
 OY0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0479.See file dsdata.txt to determine how the superseded data were derived.
 OY0479
 OY0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP041575(NAD 83)
 OY0479_MARKER: DD = SURVEY DISK
 OY0479_SETTING: 80 = SET IN A BOULDER
 OY0479_SP_SET: BOULDER
 OY0479_STAMPING: 5648 1912 27
 OY0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0479+STABILITY: SURFACE MOTION
 OY0479
 OY0479  HISTORY     - Date     Condition        Report By
 OY0479  HISTORY     - 1912     MONUMENTED       USGS
 OY0479  HISTORY     - 1936     GOOD             NGS
 OY0479  HISTORY     - 20050816 MARK NOT FOUND   IDTD
 OY0479
 OY0479                          STATION DESCRIPTION
 OY0479
 OY0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0479'8.3 MI NW FROM MOORE.
 OY0479'IN CUSTER COUNTY, 8.3 MILES NORTHWEST ALONG THE OREGON SHORT LINE
 OY0479'RAILROAD FROM THE STATION AT MOORE, BUTTE COUNTY, 2.3 MILES SOUTHEAST
 OY0479'OF THE STATION SIGN AT LESLIE, CUSTER COUNTY, 130 FEET SOUTHEAST OF
 OY0479'MILEPOST 75, AT THE SOUTHEAST END OF BRIDGE 74.95 OVER BIG LOST RIVER,
 OY0479'9 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A SMALL
 OY0479'LAVA BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 OY0479'STAMPED 5648 1912 27.
 OY0479
 OY0479                          STATION RECOVERY (2005)
 OY0479
 OY0479'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (GDJ)
 OY0479'BELIEVE THIS MARK WAS DESTROYED DURING THE EMERGENCY RECONSTRUCTION OF
 OY0479'THE HIGHWAY BRIDGE OVER THE BIG LOST RIVER IN THE EARLY 1980S AFTER A
 OY0479'FLOOD OR DURING THE REMOVAL OF THE RAILROAD BRIDGE MENTIONED IN THE
 OY0479'1936 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0047 ***********************************************************************
 QA0047  DESIGNATION -  5652
 QA0047  PID         -  QA0047
 QA0047  STATE/COUNTY-  ID/CUSTER
 QA0047  USGS QUAD   -  LITTLE ANTELOPE FLAT (1963)
 QA0047
 QA0047                         *CURRENT SURVEY CONTROL
 QA0047  ___________________________________________________________________
 QA0047* NAD 83(1986)-  44 22 58.     (N)    114 05 09.     (W)     SCALED    
 QA0047* NAVD 88     -      1723.816  (meters)    5655.55   (feet)  ADJUSTED  
 QA0047  ___________________________________________________________________
 QA0047  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 QA0047  DYNAMIC HT  -        1722.862 (meters)    5652.42  (feet)  COMP
 QA0047  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 QA0047
 QA0047  VERT ORDER  -  FIRST     CLASS II
 QA0047
 QA0047.The horizontal coordinates were scaled from a topographic map and have
 QA0047.an estimated accuracy of +/- 6 seconds.
 QA0047
 QA0047.The orthometric height was determined by differential leveling
 QA0047.and adjusted by the National Geodetic Survey in June 1991..
 QA0047
 QA0047.The geoid height was determined by GEOID03.
 QA0047
 QA0047.The dynamic height is computed by dividing the NAVD 88
 QA0047.geopotential number by the normal gravity value computed on the
 QA0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0047.degrees latitude (g = 980.6199 gals.).
 QA0047
 QA0047.The modeled gravity was interpolated from observed gravity values.
 QA0047
 QA0047;                    North         East    Units  Estimated Accuracy
 QA0047;SPC ID C     -   301,730.      493,160.      MT  (+/- 180 meters Scaled)
 QA0047
 QA0047                          SUPERSEDED SURVEY CONTROL
 QA0047
 QA0047  NGVD 29 (??/??/92) 1722.563  (m)         5651.44   (f) ADJ UNCH    1 2
 QA0047
 QA0047.Superseded values are not recommended for survey control.
 QA0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0047.See file dsdata.txt to determine how the superseded data were derived.
 QA0047
 QA0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK321185(NAD 83)
 QA0047_MARKER: P = PIPE CAP
 QA0047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QA0047_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QA0047_STAMPING: 5652 1912 45
 QA0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0047
 QA0047  HISTORY     - Date     Condition        Report By
 QA0047  HISTORY     - 1912     MONUMENTED       USGS
 QA0047  HISTORY     - 1985     MARK NOT FOUND   NGS
 QA0047
 QA0047                          STATION DESCRIPTION
 QA0047
 QA0047'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 QA0047'12.5 MI SE FROM CHALLIS.
 QA0047'12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 27 (NOW U.S. HIGHWAY 93 ALT.)
 QA0047'FROM CHALLIS, CUSTER COUNTY, 1.1 MILES NORTHWEST OF THE MOUTH OF GRAND
 QA0047'VIEW CANYON, 55 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 QA0047'WEST OF THE CONCRETE HEAD WALL OF A CULVERT, 30 FEET WEST OF THE
 QA0047'T-CORNER OF A FENCE, AND AT THE FENCE LINE.  A UNITED STATES
 QA0047'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5652 1912 45 AND RIVETED ON
 QA0047'THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
 QA0047
 QA0047                          STATION RECOVERY (1985)
 QA0047
 QA0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QA0047'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0234 ***********************************************************************
 OX0234  DESIGNATION -  5652.9
 OX0234  PID         -  OX0234
 OX0234  STATE/COUNTY-  ID/BONNEVILLE
 OX0234  USGS QUAD   -  HEISE SE (1979)
 OX0234
 OX0234                         *CURRENT SURVEY CONTROL
 OX0234  ___________________________________________________________________
 OX0234* NAD 83(1986)-  43 32 57.     (N)    111 30 47.     (W)     SCALED    
 OX0234* NAVD 88     -      1724.056  (meters)    5656.34   (feet)  ADJUSTED  
 OX0234  ___________________________________________________________________
 OX0234  GEOID HEIGHT-         -10.54  (meters)                     GEOID03
 OX0234  DYNAMIC HT  -        1723.040 (meters)    5653.01  (feet)  COMP
 OX0234  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 OX0234
 OX0234  VERT ORDER  -  FIRST     CLASS II
 OX0234
 OX0234.The horizontal coordinates were scaled from a topographic map and have
 OX0234.an estimated accuracy of +/- 6 seconds.
 OX0234
 OX0234.The orthometric height was determined by differential leveling
 OX0234.and adjusted by the National Geodetic Survey in June 1991..
 OX0234
 OX0234.The geoid height was determined by GEOID03.
 OX0234
 OX0234.The dynamic height is computed by dividing the NAVD 88
 OX0234.geopotential number by the normal gravity value computed on the
 OX0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0234.degrees latitude (g = 980.6199 gals.).
 OX0234
 OX0234.The modeled gravity was interpolated from observed gravity values.
 OX0234
 OX0234;                    North         East    Units  Estimated Accuracy
 OX0234;SPC ID E     -   209,310.      252,820.      MT  (+/- 180 meters Scaled)
 OX0234
 OX0234                          SUPERSEDED SURVEY CONTROL
 OX0234
 OX0234  NGVD 29 (??/??/92) 1722.877  (m)         5652.47   (f) ADJ UNCH    1 2
 OX0234
 OX0234.Superseded values are not recommended for survey control.
 OX0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0234.See file dsdata.txt to determine how the superseded data were derived.
 OX0234
 OX0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP585219(NAD 83)
 OX0234_MARKER: Q = CHISELED SQUARE
 OX0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0234_SP_SET: CULVERT
 OX0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0234
 OX0234  HISTORY     - Date     Condition        Report By
 OX0234  HISTORY     - UNK      MONUMENTED       USGS
 OX0234  HISTORY     - 1928     GOOD             BPR
 OX0234
 OX0234                          STATION DESCRIPTION
 OX0234
 OX0234'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 OX0234'13.4 MI NW FROM SWAN VALLEY.
 OX0234'13.4 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0234'BONNEVILLE COUNTY, 10.4 MILES NORTHWEST OF THE SWAN VALLEY BRIDGE OVER
 OX0234'SNAKE RIVER, 57.5 FEET NORTHWEST OF THE CENTERLINE OF A T-ROAD LEADING
 OX0234'EAST, ON THE TOP OF THE EAST END OF A CONCRETE CULVERT PAINTED USBM
 OX0234'5652.9, AND 18.3 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A
 OX0234'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0425 ***********************************************************************
 RY0425  DESIGNATION -  5684.4
 RY0425  PID         -  RY0425
 RY0425  STATE/COUNTY-  ID/IDAHO
 RY0425  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0425
 RY0425                         *CURRENT SURVEY CONTROL
 RY0425  ___________________________________________________________________
 RY0425* NAD 83(1986)-  46 25 43.     (N)    115 34 29.     (W)     SCALED    
 RY0425* NAVD 88     -      1733.727  (meters)    5688.07   (feet)  ADJUSTED  
 RY0425  ___________________________________________________________________
 RY0425  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 RY0425  DYNAMIC HT  -        1733.203 (meters)    5686.35  (feet)  COMP
 RY0425  MODELED GRAV-     980,249.9   (mgal)                       NAVD 88
 RY0425
 RY0425  VERT ORDER  -  FIRST     CLASS II
 RY0425
 RY0425.The horizontal coordinates were scaled from a topographic map and have
 RY0425.an estimated accuracy of +/- 6 seconds.
 RY0425
 RY0425.The orthometric height was determined by differential leveling
 RY0425.and adjusted by the National Geodetic Survey in June 1991..
 RY0425
 RY0425.The geoid height was determined by GEOID03.
 RY0425
 RY0425.The dynamic height is computed by dividing the NAVD 88
 RY0425.geopotential number by the normal gravity value computed on the
 RY0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0425.degrees latitude (g = 980.6199 gals.).
 RY0425
 RY0425.The modeled gravity was interpolated from observed gravity values.
 RY0425
 RY0425;                    North         East    Units  Estimated Accuracy
 RY0425;SPC ID W     -   529,100.      813,470.      MT  (+/- 180 meters Scaled)
 RY0425
 RY0425                          SUPERSEDED SURVEY CONTROL
 RY0425
 RY0425  NGVD 29 (??/??/92) 1732.434  (m)         5683.83   (f) ADJ UNCH    1 2
 RY0425
 RY0425.Superseded values are not recommended for survey control.
 RY0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0425.See file dsdata.txt to determine how the superseded data were derived.
 RY0425
 RY0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM095426(NAD 83)
 RY0425_MARKER: N = NAIL
 RY0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0425_SP_SET: TREE
 RY0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0425
 RY0425  HISTORY     - Date     Condition        Report By
 RY0425  HISTORY     - UNK      MONUMENTED       USGS
 RY0425  HISTORY     - 1950     GOOD             NGS
 RY0425
 RY0425                          STATION DESCRIPTION
 RY0425
 RY0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0425'23.3 MI E FROM PIERCE.
 RY0425'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0425'PIERCE, THENCE 22.6 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 200
 RY0425'FEET NORTH OF X 60, 45.1 FEET SOUTH OF THE WEST END OF A WOODEN
 RY0425'CULVERT, 9 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE EAST
 RY0425'BASE OF A 10-INCH HEMLOCK TREE WHICH FORKS AT THE GROUND AND IS MARKED
 RY0425'WITH A WHITE PAINTED TRIANGULAR BLAZE AND THE WHITE PAINTED LETTERS
 RY0425'USBM 5684/4, ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0013 ***********************************************************************
 OZ0013  DESIGNATION -  5684.66
 OZ0013  PID         -  OZ0013
 OZ0013  STATE/COUNTY-  ID/BLAINE
 OZ0013  USGS QUAD   -  SUN VALLEY (1967)
 OZ0013
 OZ0013                         *CURRENT SURVEY CONTROL
 OZ0013  ___________________________________________________________________
 OZ0013* NAD 83(1986)-  43 38 51.     (N)    114 20 54.     (W)     SCALED    
 OZ0013* NAVD 88     -      1733.401  (meters)    5687.00   (feet)  ADJUSTED  
 OZ0013  ___________________________________________________________________
 OZ0013  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 OZ0013  DYNAMIC HT  -        1732.341 (meters)    5683.52  (feet)  COMP
 OZ0013  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 OZ0013
 OZ0013  VERT ORDER  -  FIRST     CLASS II
 OZ0013
 OZ0013.The horizontal coordinates were scaled from a topographic map and have
 OZ0013.an estimated accuracy of +/- 6 seconds.
 OZ0013
 OZ0013.The orthometric height was determined by differential leveling
 OZ0013.and adjusted by the National Geodetic Survey in June 1991..
 OZ0013
 OZ0013.The geoid height was determined by GEOID03.
 OZ0013
 OZ0013.The dynamic height is computed by dividing the NAVD 88
 OZ0013.geopotential number by the normal gravity value computed on the
 OZ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0013.degrees latitude (g = 980.6199 gals.).
 OZ0013
 OZ0013.The modeled gravity was interpolated from observed gravity values.
 OZ0013
 OZ0013;                    North         East    Units  Estimated Accuracy
 OZ0013;SPC ID C     -   220,090.      471,900.      MT  (+/- 180 meters Scaled)
 OZ0013
 OZ0013                          SUPERSEDED SURVEY CONTROL
 OZ0013
 OZ0013  NGVD 29 (??/??/92) 1732.184  (m)         5683.01   (f) ADJ UNCH    1 2
 OZ0013
 OZ0013.Superseded values are not recommended for survey control.
 OZ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0013.See file dsdata.txt to determine how the superseded data were derived.
 OZ0013
 OZ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ138361(NAD 83)
 OZ0013_MARKER: DD = SURVEY DISK
 OZ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0013_STAMPING: B.M. 5684.66 P.T. 134+43.5
 OZ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0013+STABILITY: SURFACE MOTION
 OZ0013
 OZ0013  HISTORY     - Date     Condition        Report By
 OZ0013  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0013  HISTORY     - 1933     GOOD             NGS
 OZ0013  HISTORY     - 1967     MARK NOT FOUND   USGS
 OZ0013
 OZ0013                          STATION DESCRIPTION
 OZ0013
 OZ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0013'2.8 MI S FROM KETCHUM.
 OZ0013'2.8 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM KETCHUM,
 OZ0013'BLAINE COUNTY, 250 FEET NORTHEAST OF A ROAD CROSSING, ON THE NORTH
 OZ0013'SIDE OF A HIGHWAY, 35 FEET NORTHEAST OF AN INVERTED SIPHON, AND AT THE
 OZ0013'RIGHT-OF-WAY FENCE LINE.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD
 OZ0013'DISK, STAMPED B.M. 5684.66 P.T. 134+43.5, AND SET IN THE TOP OF A
 OZ0013'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OZ0013
 OZ0013                          STATION RECOVERY (1967)
 OZ0013
 OZ0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OZ0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1219 ***********************************************************************
 NV1219  DESIGNATION -  57 EMH
 NV1219  PID         -  NV1219
 NV1219  STATE/COUNTY-  ID/OWYHEE
 NV1219  USGS QUAD   -  GRASMERE (1979)
 NV1219
 NV1219                         *CURRENT SURVEY CONTROL
 NV1219  ___________________________________________________________________
 NV1219* NAD 83(1986)-  42 26 29.     (N)    115 58 39.     (W)     SCALED    
 NV1219* NAVD 88     -      1588.158  (meters)    5210.48   (feet)  POSTED    
 NV1219  ___________________________________________________________________
 NV1219  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 NV1219  DYNAMIC HT  -        1587.110 (meters)    5207.04  (feet)  COMP
 NV1219  MODELED GRAV-     979,905.0   (mgal)                       NAVD 88
 NV1219
 NV1219  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV1219
 NV1219.The horizontal coordinates were scaled from a topographic map and have
 NV1219.an estimated accuracy of +/- 6 seconds.
 NV1219
 NV1219.The orthometric height was determined by differential leveling
 NV1219.and adjusted by the National Geodetic Survey in 1992..
 NV1219.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV1219.rate of 0.0 thru 1.0 mm/km.
 NV1219
 NV1219.The geoid height was determined by GEOID03.
 NV1219
 NV1219.The dynamic height is computed by dividing the NAVD 88
 NV1219.geopotential number by the normal gravity value computed on the
 NV1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1219.degrees latitude (g = 980.6199 gals.).
 NV1219
 NV1219.The modeled gravity was interpolated from observed gravity values.
 NV1219
 NV1219;                    North         East    Units  Estimated Accuracy
 NV1219;SPC ID W     -    86,070.      781,280.      MT  (+/- 180 meters Scaled)
 NV1219
 NV1219                          SUPERSEDED SURVEY CONTROL
 NV1219
 NV1219  NGVD 29 (??/??/92) 1587.06   (m)         5206.9    (f) COMPUTED    2 0
 NV1219
 NV1219.Superseded values are not recommended for survey control.
 NV1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1219.See file dsdata.txt to determine how the superseded data were derived.
 NV1219
 NV1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG840992(NAD 83)
 NV1219_MARKER: DD = SURVEY DISK
 NV1219_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NV1219_SP_SET: COPPER-CLAD STEEL ROD
 NV1219_STAMPING: 57 EMH 1972 5206
 NV1219_MARK LOGO: USGS  
 NV1219_MAGNETIC: I = MARKER IS A STEEL ROD
 NV1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1219+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NV1219
 NV1219  HISTORY     - Date     Condition        Report By
 NV1219  HISTORY     - 1972     MONUMENTED       USGS
 NV1219
 NV1219                          STATION DESCRIPTION
 NV1219
 NV1219'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NV1219'FROM GRASMERE, IDAHO, PROCEED 4.0 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NV1219'8.0 MILES SOUTHEAST ALONG GRADED ROAD, 1.2 MILES SOUTH OF WICKAHONEY
 NV1219'RANCH HOUSE, AT A SMALL CLEAR AREA ON THE WEST SIDE OF THE ROAD, 20
 NV1219'FEET WEST AND ABOUT 1.0 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD,
 NV1219'A 5/8-INCH COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE
 NV1219'AND FLUSH WITH THW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1016 ***********************************************************************
 OY1016  DESIGNATION -  57 HLS
 OY1016  PID         -  OY1016
 OY1016  STATE/COUNTY-  ID/BUTTE
 OY1016  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1016
 OY1016                         *CURRENT SURVEY CONTROL
 OY1016  ___________________________________________________________________
 OY1016* NAD 83(1986)-  43 49 13.     (N)    112 43 46.     (W)     SCALED    
 OY1016* NAVD 88     -      1459.657  (meters)    4788.89   (feet)  ADJUSTED  
 OY1016  ___________________________________________________________________
 OY1016  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY1016  DYNAMIC HT  -        1458.936 (meters)    4786.53  (feet)  COMP
 OY1016  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 OY1016
 OY1016  VERT ORDER  -  FIRST     CLASS II
 OY1016
 OY1016.The horizontal coordinates were scaled from a topographic map and have
 OY1016.an estimated accuracy of +/- 6 seconds.
 OY1016
 OY1016.The orthometric height was determined by differential leveling
 OY1016.and adjusted by the National Geodetic Survey in December 1992..
 OY1016
 OY1016.The geoid height was determined by GEOID03.
 OY1016
 OY1016.The dynamic height is computed by dividing the NAVD 88
 OY1016.geopotential number by the normal gravity value computed on the
 OY1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1016.degrees latitude (g = 980.6199 gals.).
 OY1016
 OY1016.The modeled gravity was interpolated from observed gravity values.
 OY1016
 OY1016;                    North         East    Units  Estimated Accuracy
 OY1016;SPC ID C     -   240,010.      602,210.      MT  (+/- 180 meters Scaled)
 OY1016
 OY1016                          SUPERSEDED SURVEY CONTROL
 OY1016
 OY1016  NGVD 29 (08/20/92) 1458.604  (m)         4785.44   (f) ADJUSTED    1 2
 OY1016
 OY1016.Superseded values are not recommended for survey control.
 OY1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1016.See file dsdata.txt to determine how the superseded data were derived.
 OY1016
 OY1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP609533(NAD 83)
 OY1016_MARKER: DB = BENCH MARK DISK
 OY1016_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OY1016_SP_SET: COPPER-CLAD STEEL ROD
 OY1016_STAMPING: 57 HLS 1967 4786
 OY1016_MARK LOGO: USGS  
 OY1016_PROJECTION: FLUSH
 OY1016_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1016+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY1016
 OY1016  HISTORY     - Date     Condition        Report By
 OY1016  HISTORY     - 1967     MONUMENTED       USGS
 OY1016  HISTORY     - 19920331 GOOD             NGS
 OY1016
 OY1016                          STATION DESCRIPTION
 OY1016
 OY1016'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1016'FROM TEST AREA NORTH, IDAHO PROCEED 2.4 MILES SOUTHWEST ALONG LINCOLN
 OY1016'BOULEVARD, 515 FEET NORTH OF MILEPOST 301, 172 FEET SOUTH OF A TRACK
 OY1016'ROAD, 109 FEET WEST OF A PAVED ROAD, 3 FEET EAST OF A WITNESS POST,
 OY1016'SET ON A COPPER-COATED ROD (DRIVEN TO REFUSAL) FLUSH WITH THE GROUND.
 OY1016
 OY1016                          STATION RECOVERY (1992)
 OY1016
 OY1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1016'24.7 KM (15.35 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1016'OFFICE IN HOWE, 33.8 M (110.9 FT) NORTHWEST OF AND LEVEL WITH THE
 OY1016'HIGHWAY CENTERLINE, AND 0.8 M (2.6 FT) SOUTHEAST OF A WITNESS POST.
 OY1016'NOTE--THE DISK IS ENCASED IN A 6-INCH PIPE AND IS RECESSED 0.05 M
 OY1016'(0.16 FT) BELOW THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0370 ***********************************************************************
 OX0370  DESIGNATION -  5705
 OX0370  PID         -  OX0370
 OX0370  STATE/COUNTY-  ID/BONNEVILLE
 OX0370  USGS QUAD   -  BONE (1981)
 OX0370
 OX0370                         *CURRENT SURVEY CONTROL
 OX0370  ___________________________________________________________________
 OX0370* NAD 83(1986)-  43 20 46.     (N)    111 47 11.     (W)     SCALED    
 OX0370* NAVD 88     -      1740.013  (meters)    5708.69   (feet)  ADJUSTED  
 OX0370  ___________________________________________________________________
 OX0370  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 OX0370  DYNAMIC HT  -        1738.967 (meters)    5705.26  (feet)  COMP
 OX0370  MODELED GRAV-     979,956.4   (mgal)                       NAVD 88
 OX0370
 OX0370  VERT ORDER  -  SECOND    CLASS 0
 OX0370
 OX0370.The horizontal coordinates were scaled from a topographic map and have
 OX0370.an estimated accuracy of +/- 6 seconds.
 OX0370
 OX0370.The orthometric height was determined by differential leveling
 OX0370.and adjusted by the National Geodetic Survey in June 1991..
 OX0370
 OX0370.The geoid height was determined by GEOID03.
 OX0370
 OX0370.The dynamic height is computed by dividing the NAVD 88
 OX0370.geopotential number by the normal gravity value computed on the
 OX0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0370.degrees latitude (g = 980.6199 gals.).
 OX0370
 OX0370.The modeled gravity was interpolated from observed gravity values.
 OX0370
 OX0370;                    North         East    Units  Estimated Accuracy
 OX0370;SPC ID E     -   186,620.      230,830.      MT  (+/- 180 meters Scaled)
 OX0370
 OX0370                          SUPERSEDED SURVEY CONTROL
 OX0370
 OX0370  NGVD 29 (??/??/92) 1738.838  (m)         5704.84   (f) ADJ UNCH    2 0
 OX0370
 OX0370.Superseded values are not recommended for survey control.
 OX0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0370.See file dsdata.txt to determine how the superseded data were derived.
 OX0370
 OX0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN362995(NAD 83)
 OX0370_MARKER: DD = SURVEY DISK
 OX0370_SETTING: 80 = SET IN A BOULDER
 OX0370_SP_SET: BOULDER
 OX0370_STAMPING: 5705
 OX0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0370+STABILITY: SURFACE MOTION
 OX0370
 OX0370  HISTORY     - Date     Condition        Report By
 OX0370  HISTORY     - UNK      MONUMENTED       USGS
 OX0370  HISTORY     - 1934     GOOD             NGS
 OX0370
 OX0370                          STATION DESCRIPTION
 OX0370
 OX0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0370'2.6 MI N FROM BONE.
 OX0370'ABOUT 2.6 MILES NORTH ALONG THE BONE-LINCOLN ROAD FROM THE SCHOOLHOUSE
 OX0370'AT BONE, BONNEVILLE COUNTY, ABOUT 400 FEET NORTHEAST OF A RANCH HOUSE,
 OX0370'ABOUT 350 FEET SOUTH OF BIRCH CREEK, 50 FEET EAST OF THE CENTER LINE
 OX0370'OF THE ROAD, AND IN THE TOP OF A LARGE BOULDER.  A UNITED STATES
 OX0370'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5705.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0665 ***********************************************************************
 OY0665  DESIGNATION -  5733.3
 OY0665  PID         -  OY0665
 OY0665  STATE/COUNTY-  ID/BUTTE
 OY0665  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0665
 OY0665                         *CURRENT SURVEY CONTROL
 OY0665  ___________________________________________________________________
 OY0665* NAD 83(1986)-  43 24 25.     (N)    113 37 42.     (W)     SCALED    
 OY0665* NAVD 88     -      1748.186  (meters)    5735.51   (feet)  ADJUSTED  
 OY0665  ___________________________________________________________________
 OY0665  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 OY0665  DYNAMIC HT  -        1747.152 (meters)    5732.11  (feet)  COMP
 OY0665  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 OY0665
 OY0665  VERT ORDER  -  SECOND    CLASS 0
 OY0665
 OY0665.The horizontal coordinates were scaled from a topographic map and have
 OY0665.an estimated accuracy of +/- 6 seconds.
 OY0665
 OY0665.The orthometric height was determined by differential leveling
 OY0665.and adjusted by the National Geodetic Survey in June 1991..
 OY0665
 OY0665.The geoid height was determined by GEOID03.
 OY0665
 OY0665.The dynamic height is computed by dividing the NAVD 88
 OY0665.geopotential number by the normal gravity value computed on the
 OY0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0665.degrees latitude (g = 980.6199 gals.).
 OY0665
 OY0665.The modeled gravity was interpolated from observed gravity values.
 OY0665
 OY0665;                    North         East    Units  Estimated Accuracy
 OY0665;SPC ID C     -   193,370.      530,100.      MT  (+/- 180 meters Scaled)
 OY0665
 OY0665                          SUPERSEDED SURVEY CONTROL
 OY0665
 OY0665  NGVD 29 (??/??/92) 1747.05   (m)         5731.8    (f) COMPUTED    2 0
 OY0665
 OY0665.Superseded values are not recommended for survey control.
 OY0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0665.See file dsdata.txt to determine how the superseded data were derived.
 OY0665
 OY0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP871093(NAD 83)
 OY0665_MARKER: N = NAIL
 OY0665_SETTING: 66 = SET IN ROCK OUTCROP
 OY0665_SP_SET: ROCK FLOW
 OY0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0665+STABILITY: POSITION/ELEVATION WELL
 OY0665
 OY0665  HISTORY     - Date     Condition        Report By
 OY0665  HISTORY     - UNK      MONUMENTED       USGS
 OY0665  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0665
 OY0665                          STATION DESCRIPTION
 OY0665
 OY0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0665'29.4 MI SW FROM ARCO.
 OY0665'29.4 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE COUNTY COURTHOUSE
 OY0665'AT ARCO, BUTTE COUNTY, 6.6 MILES SOUTHWEST OF THE HEADQUARTERS OF THE
 OY0665'CRATERS OF THE MOON NATIONAL MONUMENT, AT THE TOP OF A STEEP GRADE
 OY0665'FALLING WEST INTO A RAVINE, 125 FEET NORTHWEST OF A LOW GAP IN A LONG
 OY0665'SPUR RIDGE ACTING AS A BARRIER TO THE LAVA, 33 FEET SOUTHEAST OF THE
 OY0665'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE EDGE OF A LAVA FLOW
 OY0665'PAINTED USBM 5733.3.  A UNITED STATES GEOLGOCIAL SURVEY STANDARD
 OY0665'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0476 ***********************************************************************
 OY0476  DESIGNATION -  5740 28
 OY0476  PID         -  OY0476
 OY0476  STATE/COUNTY-  ID/CUSTER
 OY0476  USGS QUAD   -  METHODIST CREEK (1969)
 OY0476
 OY0476                         *CURRENT SURVEY CONTROL
 OY0476  ___________________________________________________________________
 OY0476* NAD 83(1992)-  43 52 33.02901(N)    113 29 50.77484(W)     ADJUSTED  
 OY0476* NAVD 88     -      1750.616  (meters)    5743.48   (feet)  ADJUSTED  
 OY0476  ___________________________________________________________________
 OY0476  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 OY0476  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 OY0476  DYNAMIC HT  -        1749.549 (meters)    5739.98  (feet)  COMP
 OY0476  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 OY0476
 OY0476  HORZ ORDER  -  SECOND
 OY0476  VERT ORDER  -  SECOND    CLASS 0
 OY0476
 OY0476.The horizontal coordinates were established by classical geodetic methods
 OY0476.and adjusted by the National Geodetic Survey in July 1992..
 OY0476
 OY0476.The orthometric height was determined by differential leveling
 OY0476.and adjusted by the National Geodetic Survey in June 1991..
 OY0476
 OY0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0476
 OY0476.The geoid height was determined by GEOID03.
 OY0476
 OY0476.The dynamic height is computed by dividing the NAVD 88
 OY0476.geopotential number by the normal gravity value computed on the
 OY0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0476.degrees latitude (g = 980.6199 gals.).
 OY0476
 OY0476.The modeled gravity was interpolated from observed gravity values.
 OY0476
 OY0476;                    North         East     Units Scale Factor Converg.
 OY0476;SPC ID C     -   245,523.309   540,390.486   MT  0.99996743   +0 20 54.0
 OY0476;UTM  12      - 4,861,114.874   299,350.506   MT  1.00009521   -1 43 53.6
 OY0476
 OY0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0476!SPC ID C     -   0.99972739  x   0.99996743  =   0.99969483
 OY0476!UTM  12      -   0.99972739  x   1.00009521  =   0.99982258
 OY0476
 OY0476:                Primary Azimuth Mark                     Grid Az
 OY0476:SPC ID C     -  T7N R26E SECS 17 18 19 20                052 50 21.1
 OY0476:UTM  12      -  T7N R26E SECS 17 18 19 20                054 55 08.7
 OY0476
 OY0476|---------------------------------------------------------------------|
 OY0476| PID    Reference Object                     Distance      Geod. Az  |
 OY0476|                                                           dddmmss.s |
 OY0476| OY0944 T7N R26E SECS 17 18 19 20           APPROX.10.1 KM 0531115.1 |
 OY0476|---------------------------------------------------------------------|
 OY0476
 OY0476                          SUPERSEDED SURVEY CONTROL
 OY0476
 OY0476  NAD 83(1986)-  43 52 33.02591(N)    113 29 50.76739(W) AD(       ) 2
 OY0476  NAD 27      -  43 52 33.36708(N)    113 29 47.71405(W) AD(       ) 2
 OY0476  NGVD 29 (??/??/92) 1749.396  (m)         5739.48   (f) ADJ UNCH    2 0
 OY0476
 OY0476.Superseded values are not recommended for survey control.
 OY0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0476.See file dsdata.txt to determine how the superseded data were derived.
 OY0476
 OY0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP9935161115(NAD 83)
 OY0476_MARKER: P = PIPE CAP
 OY0476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0476_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0476_STAMPING: 5740 1912 28
 OY0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0476
 OY0476  HISTORY     - Date     Condition        Report By
 OY0476  HISTORY     - 1965     MONUMENTED       USGS
 OY0476  HISTORY     - 1948     GOOD             NGS
 OY0476  HISTORY     - 1965     GOOD             NGS
 OY0476  HISTORY     - 1969     GOOD             USGS
 OY0476
 OY0476                          STATION DESCRIPTION
 OY0476
 OY0476'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OY0476'TO REACH STATION LESLIE FROM THE JUNCTION OF U.S. HIGHWAY ALTERNATE
 OY0476'93 AND MAIN STREET IN MACKAY, GO SOUTHEAST ON U.S. HIGHWAY ALTERNATE
 OY0476'93 FOR 6.6 MILES TO STATION LESLIE ON THE RIGHT, SOUTHWEST, SIDE OF
 OY0476'THE HIGHWAY.
 OY0476'
 OY0476'THE MARK IS STAMPED 1912 5740 28, IS A U.S. GEOLOGICAL
 OY0476'SURVEY DISK RIVITED TO THE TOP OF A 4-INCH PIPE THAT PROJECTS 8
 OY0476'INCHES.  IT IS 34 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 32
 OY0476'FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 2 FEET NORTHWEST
 OY0476'OF A FENCE CORNER.
 OY0476
 OY0476                          STATION RECOVERY (1948)
 OY0476
 OY0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 OY0476'6.4 MI SE FROM MACKAY.
 OY0476'6.4 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0476'STATION AT MACKAY, CUSTER COUNTY, 1.4 MILES NORTHWEST OF THE STATION
 OY0476'SIGN AT LESLIE, 620 FEET SOUTHEAST OF MILEPOST 79, 50 FEET WEST OF THE
 OY0476'CENTERLINE OF THE TRACK, AND 40 FEET SOUTH OF THE CENTERLINE OF A DIRT
 OY0476'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5740
 OY0476'1912 28 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 OY0476
 OY0476                          STATION RECOVERY (1965)
 OY0476
 OY0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OY0476'RECOVERED IN GOOD CONDITION.
 OY0476
 OY0476                          STATION RECOVERY (1969)
 OY0476
 OY0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0476'LOCATED 6.4 MI. SE. ALONG THE OREGON SHORT LINE RAILROAD
 OY0476'FROM THE STATION AT MACKAY, CUSTER COUNTY, 1.4 MI. NW. OF THE
 OY0476'STATION SIGN AT LESLIE, ABOUT 620 FT. SE. OF MILEPOST 79, 50 FT. W.
 OY0476'OF THE CENTERLINE OF THE TRACK, AND 40 FT. S. OF THE CENTERLINE OF
 OY0476'A DIRT RD.
 OY0476'
 OY0476'STATION MARK--STANDARD USGS PIPE STAMPED---1912 5740 28--- SET IN
 OY0476'TOP OF IRON PIPE PROJECTING 0.7 FT. ABOVE GROUND.
 OY0476'
 OY0476'NOTE--THIS STATION IS REFERENCE MARK 2 FOR LESLIE (C AND GS) AND
 OY0476'HAS BEEN COMPUTED USING C AND GS VALUES.  LESLIE (C AND GS) IS
 OY0476'94.10 FT. FROM STATION MARK, S 19 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0229 ***********************************************************************
 OX0229  DESIGNATION -  5747.76
 OX0229  PID         -  OX0229
 OX0229  STATE/COUNTY-  ID/BONNEVILLE
 OX0229  USGS QUAD   -  STOUTS MTN (1977)
 OX0229
 OX0229                         *CURRENT SURVEY CONTROL
 OX0229  ___________________________________________________________________
 OX0229* NAD 83(1986)-  43 31 47.     (N)    111 19 15.     (W)     SCALED    
 OX0229* NAVD 88     -      1753.170  (meters)    5751.86   (feet)  ADJUSTED  
 OX0229  ___________________________________________________________________
 OX0229  GEOID HEIGHT-         -10.12  (meters)                     GEOID03
 OX0229  DYNAMIC HT  -        1752.123 (meters)    5748.42  (feet)  COMP
 OX0229  MODELED GRAV-     979,959.9   (mgal)                       NAVD 88
 OX0229
 OX0229  VERT ORDER  -  FIRST     CLASS II
 OX0229
 OX0229.The horizontal coordinates were scaled from a topographic map and have
 OX0229.an estimated accuracy of +/- 6 seconds.
 OX0229
 OX0229.The orthometric height was determined by differential leveling
 OX0229.and adjusted by the National Geodetic Survey in June 1991..
 OX0229
 OX0229.The geoid height was determined by GEOID03.
 OX0229
 OX0229.The dynamic height is computed by dividing the NAVD 88
 OX0229.geopotential number by the normal gravity value computed on the
 OX0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0229.degrees latitude (g = 980.6199 gals.).
 OX0229
 OX0229.The modeled gravity was interpolated from observed gravity values.
 OX0229
 OX0229;                    North         East    Units  Estimated Accuracy
 OX0229;SPC ID E     -   207,290.      268,370.      MT  (+/- 180 meters Scaled)
 OX0229
 OX0229                          SUPERSEDED SURVEY CONTROL
 OX0229
 OX0229  NGVD 29 (??/??/92) 1751.987  (m)         5747.98   (f) ADJ UNCH    1 2
 OX0229
 OX0229.Superseded values are not recommended for survey control.
 OX0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0229.See file dsdata.txt to determine how the superseded data were derived.
 OX0229
 OX0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP740196(NAD 83)
 OX0229_MARKER: DD = SURVEY DISK
 OX0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0229_SP_SET: CULVERT
 OX0229_STAMPING: 5747.76
 OX0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0229
 OX0229  HISTORY     - Date     Condition        Report By
 OX0229  HISTORY     - UNK      MONUMENTED       BPR
 OX0229  HISTORY     - 1928     GOOD             BPR
 OX0229  HISTORY     - 1974     MARK NOT FOUND   USGS
 OX0229  HISTORY     - 19910419 MARK NOT FOUND   IDDT
 OX0229  HISTORY     - 19910601 MARK NOT FOUND   IDTD
 OX0229
 OX0229                          STATION DESCRIPTION
 OX0229
 OX0229'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 OX0229'8.9 MI NE FROM SWAN VALLEY.
 OX0229'8.9 MILES NORTHEAST ALONG STATE HIGHWAY 31 FROM SWAN VALLEY,
 OX0229'BONNEVILLE COUNTY, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP
 OX0229'OF THE NORTH HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 OX0229'STANDARD DISK, STAMPED 5747.76.
 OX0229
 OX0229                          STATION RECOVERY (1974)
 OX0229
 OX0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0229'MARK NOT FOUND.
 OX0229
 OX0229                          STATION RECOVERY (1991)
 OX0229
 OX0229'RECOVERY NOTE BY ID DEPT OF TRANSP 1991 (GDJ)
 OX0229'A THOROUGH SEARCH WAS MADE AT THE DESCRIBED LOCATION.  MARK COULD NOT
 OX0229'BE FOUND.
 OX0229
 OX0229                          STATION RECOVERY (1991)
 OX0229
 OX0229'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1991 (GDJ)
 OX0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0418 ***********************************************************************
 OZ0418  DESIGNATION -  5754
 OZ0418  PID         -  OZ0418
 OZ0418  STATE/COUNTY-  ID/BOISE
 OZ0418  USGS QUAD   -  BIG OWL CREEK (1972)
 OZ0418
 OZ0418                         *CURRENT SURVEY CONTROL
 OZ0418  ___________________________________________________________________
 OZ0418* NAD 83(1986)-  43 56 29.     (N)    115 30 03.     (W)     SCALED    
 OZ0418* NAVD 88     -      1754.726  (meters)    5756.96   (feet)  ADJUSTED  
 OZ0418  ___________________________________________________________________
 OZ0418  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 OZ0418  DYNAMIC HT  -        1753.772 (meters)    5753.83  (feet)  COMP
 OZ0418  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 OZ0418
 OZ0418  VERT ORDER  -  SECOND    CLASS 0
 OZ0418
 OZ0418.The horizontal coordinates were scaled from a topographic map and have
 OZ0418.an estimated accuracy of +/- 6 seconds.
 OZ0418
 OZ0418.The orthometric height was determined by differential leveling
 OZ0418.and adjusted by the National Geodetic Survey in June 1991..
 OZ0418
 OZ0418.The geoid height was determined by GEOID03.
 OZ0418
 OZ0418.The dynamic height is computed by dividing the NAVD 88
 OZ0418.geopotential number by the normal gravity value computed on the
 OZ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0418.degrees latitude (g = 980.6199 gals.).
 OZ0418
 OZ0418.The modeled gravity was interpolated from observed gravity values.
 OZ0418
 OZ0418;                    North         East    Units  Estimated Accuracy
 OZ0418;SPC ID W     -   252,710.      820,000.      MT  (+/- 180 meters Scaled)
 OZ0418
 OZ0418                          SUPERSEDED SURVEY CONTROL
 OZ0418
 OZ0418  NGVD 29 (??/??/92) 1753.545  (m)         5753.09   (f) ADJ UNCH    2 0
 OZ0418
 OZ0418.Superseded values are not recommended for survey control.
 OZ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0418.See file dsdata.txt to determine how the superseded data were derived.
 OZ0418
 OZ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ203664(NAD 83)
 OZ0418_MARKER: Q = CHISELED SQUARE
 OZ0418_SETTING: 80 = SET IN A BOULDER
 OZ0418_SP_SET: BOULDER
 OZ0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0418+STABILITY: SURFACE MOTION
 OZ0418
 OZ0418  HISTORY     - Date     Condition        Report By
 OZ0418  HISTORY     - UNK      MONUMENTED       USGS
 OZ0418  HISTORY     - 1950     GOOD             NGS
 OZ0418
 OZ0418                          STATION DESCRIPTION
 OZ0418
 OZ0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0418'7.3 MI E FROM BEAVER CREEK GUARD STATION.
 OZ0418'7.3 MILES EAST ALONG A FOREST SERVICE ROAD FROM THE BEAVER CREEK GUARD
 OZ0418'STATION, ON THE INSIDE OF AND NEAR THE SOUTHEAST END OF A CURVE, ON
 OZ0418'THE TOP OF A SMALL SURFACE BOULDER, 14 1/2 FEET NORTH OF THE CENTER
 OZ0418'LINE OF THE ROAD, ABOUT 5 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 OZ0418'WHITE PAINTED LETTERS AND NUMBERS BM 5754/0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0123 ***********************************************************************
 NU0123  DESIGNATION -  5761.3
 NU0123  PID         -  NU0123
 NU0123  STATE/COUNTY-  ID/BANNOCK
 NU0123  USGS QUAD   -  CLIFTON CREEK (1968)
 NU0123
 NU0123                         *CURRENT SURVEY CONTROL
 NU0123  ___________________________________________________________________
 NU0123* NAD 83(1986)-  42 40 35.     (N)    112 27 44.     (W)     SCALED    
 NU0123* NAVD 88     -      1757.099  (meters)    5764.75   (feet)  ADJUSTED  
 NU0123  ___________________________________________________________________
 NU0123  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 NU0123  DYNAMIC HT  -        1755.941 (meters)    5760.95  (feet)  COMP
 NU0123  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 NU0123
 NU0123  VERT ORDER  -  SECOND    CLASS 0
 NU0123
 NU0123.The horizontal coordinates were scaled from a topographic map and have
 NU0123.an estimated accuracy of +/- 6 seconds.
 NU0123
 NU0123.The orthometric height was determined by differential leveling
 NU0123.and adjusted by the National Geodetic Survey in June 1991..
 NU0123
 NU0123.The geoid height was determined by GEOID03.
 NU0123
 NU0123.The dynamic height is computed by dividing the NAVD 88
 NU0123.geopotential number by the normal gravity value computed on the
 NU0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0123.degrees latitude (g = 980.6199 gals.).
 NU0123
 NU0123.The modeled gravity was interpolated from observed gravity values.
 NU0123
 NU0123;                    North         East    Units  Estimated Accuracy
 NU0123;SPC ID E     -   112,190.      175,780.      MT  (+/- 180 meters Scaled)
 NU0123
 NU0123                          SUPERSEDED SURVEY CONTROL
 NU0123
 NU0123  NGVD 29 (??/??/92) 1755.960  (m)         5761.01   (f) ADJ UNCH    2 0
 NU0123
 NU0123.Superseded values are not recommended for survey control.
 NU0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0123.See file dsdata.txt to determine how the superseded data were derived.
 NU0123
 NU0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN801259(NAD 83)
 NU0123_MARKER: P = PIPE CAP
 NU0123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0123
 NU0123  HISTORY     - Date     Condition        Report By
 NU0123  HISTORY     - UNK      MONUMENTED       USGS
 NU0123  HISTORY     - 1960     GOOD             NGS
 NU0123
 NU0123                          STATION DESCRIPTION
 NU0123
 NU0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0123'5.1 MI SW FROM BANNOCK RANGER STATION.
 NU0123'ABOUT 5.1 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM BANNOCK RANGER
 NU0123'STATION, BANNOCK COUNTY, ABOUT 1.8 MILES SOUTHWEST OF MINK CREEK
 NU0123'SUMMIT, ABOUT 150 FEET NORTHEAST OF A SMALL UNUSED SCHOOLHOUSE, ABOUT
 NU0123'90 FEET NORTHEAST OF A FORK TO THE WEST, 25 FEET EAST OF THE CENTER
 NU0123'LINE OF STATE HIGHWAY 38, 3 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT
 NU0123'EAST OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 NU0123'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0448 ***********************************************************************
 NT0448  DESIGNATION -  5777
 NT0448  PID         -  NT0448
 NT0448  STATE/COUNTY-  ID/CARIBOU
 NT0448  USGS QUAD   -  SODA SPRINGS (1982)
 NT0448
 NT0448                         *CURRENT SURVEY CONTROL
 NT0448  ___________________________________________________________________
 NT0448* NAD 83(1986)-  42 39 33.     (N)    111 36 08.     (W)     SCALED    
 NT0448* NAVD 88     -      1762.482  (meters)    5782.41   (feet)  ADJUSTED  
 NT0448  ___________________________________________________________________
 NT0448  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 NT0448  DYNAMIC HT  -        1761.278 (meters)    5778.46  (feet)  COMP
 NT0448  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 NT0448
 NT0448  VERT ORDER  -  SECOND    CLASS 0
 NT0448
 NT0448.The horizontal coordinates were scaled from a topographic map and have
 NT0448.an estimated accuracy of +/- 6 seconds.
 NT0448
 NT0448.The orthometric height was determined by differential leveling
 NT0448.and adjusted by the National Geodetic Survey in June 1991..
 NT0448
 NT0448.The geoid height was determined by GEOID03.
 NT0448
 NT0448.The dynamic height is computed by dividing the NAVD 88
 NT0448.geopotential number by the normal gravity value computed on the
 NT0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0448.degrees latitude (g = 980.6199 gals.).
 NT0448
 NT0448.The modeled gravity was interpolated from observed gravity values.
 NT0448
 NT0448;                    North         East    Units  Estimated Accuracy
 NT0448;SPC ID E     -   110,390.      246,280.      MT  (+/- 180 meters Scaled)
 NT0448
 NT0448                          SUPERSEDED SURVEY CONTROL
 NT0448
 NT0448  NGVD 29 (??/??/92) 1761.29   (m)         5778.5    (f) COMPUTED    2 0
 NT0448
 NT0448.Superseded values are not recommended for survey control.
 NT0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0448.See file dsdata.txt to determine how the superseded data were derived.
 NT0448
 NT0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN506231(NAD 83)
 NT0448_MARKER: DD = SURVEY DISK
 NT0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0448_SP_SET: CORNER
 NT0448_STAMPING: 5777 B 1905
 NT0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0448
 NT0448  HISTORY     - Date     Condition        Report By
 NT0448  HISTORY     - 1905     MONUMENTED       USGS
 NT0448  HISTORY     - 1951     GOOD             NGS
 NT0448
 NT0448                          STATION DESCRIPTION
 NT0448
 NT0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0448'IN SODA SPRINGS.
 NT0448'0.35 MILES NORTHEAST ALONG THE STATE HIGHWAY 34 FROM THE COURT HOUSE
 NT0448'IN SODA SPRINGS, AT THE SODA SPRINGS GRADE SCHOOL, SET VERTICALLY IN
 NT0448'THE SOUTH FACE OF THE SOUTHWEST CORNER, 4.3 FEET ABOVE THE GROUND, 0.8
 NT0448'FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0108 ***********************************************************************
 OZ0108  DESIGNATION -  5788
 OZ0108  PID         -  OZ0108
 OZ0108  STATE/COUNTY-  ID/BLAINE
 OZ0108  USGS QUAD   -  RICHARDSON SUMMIT (1986)
 OZ0108
 OZ0108                         *CURRENT SURVEY CONTROL
 OZ0108  ___________________________________________________________________
 OZ0108* NAD 83(1986)-  43 24 12.     (N)    114 29 52.     (W)     SCALED    
 OZ0108* NAVD 88     -      1761.490  (meters)    5779.16   (feet)  ADJUSTED  
 OZ0108  ___________________________________________________________________
 OZ0108  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 OZ0108  DYNAMIC HT  -        1760.454 (meters)    5775.76  (feet)  COMP
 OZ0108  MODELED GRAV-     979,968.8   (mgal)                       NAVD 88
 OZ0108
 OZ0108  VERT ORDER  -  SECOND    CLASS 0
 OZ0108
 OZ0108.The horizontal coordinates were scaled from a topographic map and have
 OZ0108.an estimated accuracy of +/- 6 seconds.
 OZ0108
 OZ0108.The orthometric height was determined by differential leveling
 OZ0108.and adjusted by the National Geodetic Survey in June 1991..
 OZ0108
 OZ0108.The geoid height was determined by GEOID03.
 OZ0108
 OZ0108.The dynamic height is computed by dividing the NAVD 88
 OZ0108.geopotential number by the normal gravity value computed on the
 OZ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0108.degrees latitude (g = 980.6199 gals.).
 OZ0108
 OZ0108.The modeled gravity was interpolated from observed gravity values.
 OZ0108
 OZ0108;                    North         East    Units  Estimated Accuracy
 OZ0108;SPC ID C     -   193,030.      459,680.      MT  (+/- 180 meters Scaled)
 OZ0108
 OZ0108                          SUPERSEDED SURVEY CONTROL
 OZ0108
 OZ0108  NGVD 29 (??/??/92) 1760.381  (m)         5775.52   (f) ADJ UNCH    2 0
 OZ0108
 OZ0108.Superseded values are not recommended for survey control.
 OZ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0108.See file dsdata.txt to determine how the superseded data were derived.
 OZ0108
 OZ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ026086(NAD 83)
 OZ0108_MARKER: P = PIPE CAP
 OZ0108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OZ0108_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OZ0108_STAMPING: 5788
 OZ0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0108
 OZ0108  HISTORY     - Date     Condition        Report By
 OZ0108  HISTORY     - UNK      MONUMENTED       USGS
 OZ0108  HISTORY     - 1950     GOOD             NGS
 OZ0108
 OZ0108                          STATION DESCRIPTION
 OZ0108
 OZ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0108'13.6 MI SW FROM HAILEY.
 OZ0108'0.1 MILE NORTHWEST ALONG FIRST AVENUE FROM THE COUNTY COURTHOUSE AT
 OZ0108'HAILEY, THENCE 13.5 MILES SOUTHWEST ALONG STATE HIGHWAY 22, 152 FEET
 OZ0108'EAST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD LEADING EAST TO A
 OZ0108'MINE, ON THE SOUTHWEST SLOPE OF A HILL, 38 1/2 FEET NORTHEAST OF THE
 OZ0108'CENTER LINE OF THE TRACK ROAD, 3.5 FEET NORTH OF A WITNESS POST, ABOUT
 OZ0108'15 FEET HIGHER THAN THE HIGHWAY, AND RIVETED ON TOP OF A 3 1/2-INCH
 OZ0108'IRON PIPE PROJECTING 1.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0384 ***********************************************************************
 QY0384  DESIGNATION -  5789.95
 QY0384  PID         -  QY0384
 QY0384  STATE/COUNTY-  ID/LEMHI
 QY0384  USGS QUAD   -  LOST TRAIL PASS (1994)
 QY0384
 QY0384                         *CURRENT SURVEY CONTROL
 QY0384  ___________________________________________________________________
 QY0384* NAD 83(1986)-  45 39 39.     (N)    113 58 39.     (W)     SCALED    
 QY0384* NAVD 88     -      1772.468  (meters)    5815.17   (feet)  POSTED    
 QY0384  ___________________________________________________________________
 QY0384  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 QY0384  DYNAMIC HT  -        1771.700 (meters)    5812.65  (feet)  COMP
 QY0384  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 QY0384
 QY0384  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QY0384
 QY0384.The horizontal coordinates were scaled from a topographic map and have
 QY0384.an estimated accuracy of +/- 6 seconds.
 QY0384
 QY0384.The orthometric height was determined by differential leveling
 QY0384.and adjusted by the National Geodetic Survey in 1992..
 QY0384.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QY0384.rate of 0.0 thru 1.0 mm/km.
 QY0384
 QY0384.The geoid height was determined by GEOID03.
 QY0384
 QY0384.The dynamic height is computed by dividing the NAVD 88
 QY0384.geopotential number by the normal gravity value computed on the
 QY0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0384.degrees latitude (g = 980.6199 gals.).
 QY0384
 QY0384.The modeled gravity was interpolated from observed gravity values.
 QY0384
 QY0384;                    North         East    Units  Estimated Accuracy
 QY0384;SPC ID C     -   443,750.      501,750.      MT  (+/- 180 meters Scaled)
 QY0384
 QY0384                          SUPERSEDED SURVEY CONTROL
 QY0384
 QY0384  NGVD 29 (??/??/92) 1771.170  (m)         5810.91   (f) ADJ UNCH    1 2
 QY0384
 QY0384.Superseded values are not recommended for survey control.
 QY0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0384.See file dsdata.txt to determine how the superseded data were derived.
 QY0384
 QY0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR680606(NAD 83)
 QY0384_MARKER: DD = SURVEY DISK
 QY0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0384_SP_SET: RAILING
 QY0384_STAMPING: 5789.26
 QY0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0384
 QY0384  HISTORY     - Date     Condition        Report By
 QY0384  HISTORY     - UNK      MONUMENTED       BOR
 QY0384  HISTORY     - 1934     GOOD             NGS
 QY0384
 QY0384                          STATION DESCRIPTION
 QY0384
 QY0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QY0384'9.2 MI N FROM GIBBONSVILLE.
 QY0384'9.2 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE ROAD JUNCTION AT
 QY0384'GIBBONSVILLE, LEMHI COUNTY, AT A U-CURVE IN THE HIGHWAY, AT A CONCRETE
 QY0384'BRIDGE OVER A CREEK FLOWING SOUTHEAST, AND IN THE CENTER OF THE TOP OF
 QY0384'THE NORTH CONCRETE RAILING.  A UNITED STATES BUREAU OF PUBLIC ROADS
 QY0384'STANDARD DISK, STAMPED 5789.26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0662 ***********************************************************************
 OY0662  DESIGNATION -  5797.8
 OY0662  PID         -  OY0662
 OY0662  STATE/COUNTY-  ID/BUTTE
 OY0662  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0662
 OY0662                         *CURRENT SURVEY CONTROL
 OY0662  ___________________________________________________________________
 OY0662* NAD 83(1986)-  43 25 35.     (N)    113 37 38.     (W)     SCALED    
 OY0662* NAVD 88     -      1767.863  (meters)    5800.06   (feet)  ADJUSTED  
 OY0662  ___________________________________________________________________
 OY0662  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 OY0662  DYNAMIC HT  -        1766.796 (meters)    5796.56  (feet)  COMP
 OY0662  MODELED GRAV-     979,952.9   (mgal)                       NAVD 88
 OY0662
 OY0662  VERT ORDER  -  SECOND    CLASS 0
 OY0662
 OY0662.The horizontal coordinates were scaled from a topographic map and have
 OY0662.an estimated accuracy of +/- 6 seconds.
 OY0662
 OY0662.The orthometric height was determined by differential leveling
 OY0662.and adjusted by the National Geodetic Survey in June 1991..
 OY0662
 OY0662.The geoid height was determined by GEOID03.
 OY0662
 OY0662.The dynamic height is computed by dividing the NAVD 88
 OY0662.geopotential number by the normal gravity value computed on the
 OY0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0662.degrees latitude (g = 980.6199 gals.).
 OY0662
 OY0662.The modeled gravity was interpolated from observed gravity values.
 OY0662
 OY0662;                    North         East    Units  Estimated Accuracy
 OY0662;SPC ID C     -   195,530.      530,180.      MT  (+/- 180 meters Scaled)
 OY0662
 OY0662                          SUPERSEDED SURVEY CONTROL
 OY0662
 OY0662  NGVD 29 (??/??/92) 1766.71   (m)         5796.3    (f) COMPUTED    2 0
 OY0662
 OY0662.Superseded values are not recommended for survey control.
 OY0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0662.See file dsdata.txt to determine how the superseded data were derived.
 OY0662
 OY0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP873115(NAD 83)
 OY0662_MARKER: N = NAIL
 OY0662_SETTING: 66 = SET IN ROCK OUTCROP
 OY0662_SP_SET: ROCK OUTCROP
 OY0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0662+STABILITY: POSITION/ELEVATION WELL
 OY0662
 OY0662  HISTORY     - Date     Condition        Report By
 OY0662  HISTORY     - UNK      MONUMENTED       USGS
 OY0662  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0662
 OY0662                          STATION DESCRIPTION
 OY0662
 OY0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0662'27.6 MI SW FROM ARCO.
 OY0662'27.6 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE COUNTY COURTHOUSE
 OY0662'AT ARCO, BUTTE COUNTY, 4.7 MILES SOUTHWEST OF THE HEADQUARTERS OF THE
 OY0662'CRATERS OF THE MOON NATIONAL MONUMENT, IN A VALLEY, AT THE MOUTH OF A
 OY0662'LARGE RAVINE CONTAINING SEVERAL ASPEN GROVES, 25 FEET SOUTH OF THE
 OY0662'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A PROMINENT LAVA OUTCROP
 OY0662'PAINTED USBM 5797.8.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 OY0662'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1220 ***********************************************************************
 NV1220  DESIGNATION -  58 EMH
 NV1220  PID         -  NV1220
 NV1220  STATE/COUNTY-  ID/OWYHEE
 NV1220  USGS QUAD   -  GRASMERE (1979)
 NV1220
 NV1220                         *CURRENT SURVEY CONTROL
 NV1220  ___________________________________________________________________
 NV1220* NAD 83(1986)-  42 25 40.     (N)    115 58 17.     (W)     SCALED    
 NV1220* NAVD 88     -      1625.103  (meters)    5331.69   (feet)  POSTED    
 NV1220  ___________________________________________________________________
 NV1220  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 NV1220  DYNAMIC HT  -        1624.030 (meters)    5328.17  (feet)  COMP
 NV1220  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 NV1220
 NV1220  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV1220
 NV1220.The horizontal coordinates were scaled from a topographic map and have
 NV1220.an estimated accuracy of +/- 6 seconds.
 NV1220
 NV1220.The orthometric height was determined by differential leveling
 NV1220.and adjusted by the National Geodetic Survey in 1992..
 NV1220.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV1220.rate of 0.0 thru 1.0 mm/km.
 NV1220
 NV1220.The geoid height was determined by GEOID03.
 NV1220
 NV1220.The dynamic height is computed by dividing the NAVD 88
 NV1220.geopotential number by the normal gravity value computed on the
 NV1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1220.degrees latitude (g = 980.6199 gals.).
 NV1220
 NV1220.The modeled gravity was interpolated from observed gravity values.
 NV1220
 NV1220;                    North         East    Units  Estimated Accuracy
 NV1220;SPC ID W     -    84,560.      781,780.      MT  (+/- 180 meters Scaled)
 NV1220
 NV1220                          SUPERSEDED SURVEY CONTROL
 NV1220
 NV1220  NGVD 29 (??/??/92) 1624.00   (m)         5328.1    (f) COMPUTED    2 0
 NV1220
 NV1220.Superseded values are not recommended for survey control.
 NV1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1220.See file dsdata.txt to determine how the superseded data were derived.
 NV1220
 NV1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG846977(NAD 83)
 NV1220_MARKER: DD = SURVEY DISK
 NV1220_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NV1220_SP_SET: COPPER-CLAD STEEL ROD
 NV1220_STAMPING: 58 EMH 1972 5328
 NV1220_MARK LOGO: USGS  
 NV1220_MAGNETIC: I = MARKER IS A STEEL ROD
 NV1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1220+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NV1220
 NV1220  HISTORY     - Date     Condition        Report By
 NV1220  HISTORY     - 1972     MONUMENTED       USGS
 NV1220
 NV1220                          STATION DESCRIPTION
 NV1220
 NV1220'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NV1220'FROM GRASMERE, IDAHO, PROCEED 4.0 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NV1220'7.0 MILES SOUTHEAST ALONG GRADED ROAD, 2.3 MILES SOUTH OF WICKAHONEY
 NV1220'RANCH HOUSE, AT THE JUNCTION OF A TRACK ROAD SOUTHWEST, 32 FEET EAST
 NV1220'AND ABOUT 1.0 FOOT HIGHER THAN THE JUNCTION, A 5/8-INCH COPPER-COATED
 NV1220'ROD ENCASED IN A 6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1017 ***********************************************************************
 OY1017  DESIGNATION -  58 HLS
 OY1017  PID         -  OY1017
 OY1017  STATE/COUNTY-  ID/BUTTE
 OY1017  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1017
 OY1017                         *CURRENT SURVEY CONTROL
 OY1017  ___________________________________________________________________
 OY1017* NAD 83(1986)-  43 48 33.     (N)    112 44 11.     (W)     SCALED    
 OY1017* NAVD 88     -      1460.593  (meters)    4791.96   (feet)  ADJUSTED  
 OY1017  ___________________________________________________________________
 OY1017  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 OY1017  DYNAMIC HT  -        1459.869 (meters)    4789.59  (feet)  COMP
 OY1017  MODELED GRAV-     980,071.9   (mgal)                       NAVD 88
 OY1017
 OY1017  VERT ORDER  -  FIRST     CLASS II
 OY1017
 OY1017.The horizontal coordinates were scaled from a topographic map and have
 OY1017.an estimated accuracy of +/- 6 seconds.
 OY1017
 OY1017.The orthometric height was determined by differential leveling
 OY1017.and adjusted by the National Geodetic Survey in December 1992..
 OY1017
 OY1017.The geoid height was determined by GEOID03.
 OY1017
 OY1017.The dynamic height is computed by dividing the NAVD 88
 OY1017.geopotential number by the normal gravity value computed on the
 OY1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1017.degrees latitude (g = 980.6199 gals.).
 OY1017
 OY1017.The modeled gravity was interpolated from observed gravity values.
 OY1017
 OY1017;                    North         East    Units  Estimated Accuracy
 OY1017;SPC ID C     -   238,770.      601,670.      MT  (+/- 180 meters Scaled)
 OY1017
 OY1017                          SUPERSEDED SURVEY CONTROL
 OY1017
 OY1017  NGVD 29 (08/20/92) 1459.538  (m)         4788.50   (f) ADJUSTED    1 2
 OY1017
 OY1017.Superseded values are not recommended for survey control.
 OY1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1017.See file dsdata.txt to determine how the superseded data were derived.
 OY1017
 OY1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP603521(NAD 83)
 OY1017_MARKER: DB = BENCH MARK DISK
 OY1017_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OY1017_SP_SET: COPPER-CLAD STEEL ROD
 OY1017_STAMPING: 58 HLS 1967 4789
 OY1017_MARK LOGO: USGS  
 OY1017_PROJECTION: FLUSH
 OY1017_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1017+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY1017
 OY1017  HISTORY     - Date     Condition        Report By
 OY1017  HISTORY     - 1967     MONUMENTED       USGS
 OY1017  HISTORY     - 19920331 GOOD             NGS
 OY1017
 OY1017                          STATION DESCRIPTION
 OY1017
 OY1017'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1017'FROM TEST AREA NORTH, IDAHO PROCEED 3.4 MILES SOUTHWEST ALONG LINCOLN
 OY1017'BOULEVARD, 400 FEET NORTHEAST OF MILEPOST 300, 129 FEET EAST OF A
 OY1017'PAVED ROAD, 75 FEET NORTHEAST OF POWER POLE 476, 54 FEET EAST OF A
 OY1017'TRACK ROAD, 38 FEET EAST OF A POWER LINE, 2 FEET WEST OF A WITNESS
 OY1017'POST, SET ON A COPPER-COATED ROD (DRIVEN TO REFUSAL) FLUSH WITH THE
 OY1017'GROUND.
 OY1017
 OY1017                          STATION RECOVERY (1992)
 OY1017
 OY1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1017'23.0 KM (14.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1017'OFFICE IN HOWE, 53.6 M (175.9 FT) SOUTH OF UTILITY POLE NUMBER 477
 OY1017'WITH A BIRD NEST PLATFORM ATTACHED, 38.7 M (127.0 FT) SOUTHEAST OF
 OY1017'THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 OY1017'HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A WITNESS POST.  NOTE--THE DISK
 OY1017'IS ENCASED IN A 6-INCH PIPE AND IS RECESSED 0.05 M (0.16 FT) BELOW
 OY1017'THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0228 ***********************************************************************
 OX0228  DESIGNATION -  5800.16
 OX0228  PID         -  OX0228
 OX0228  STATE/COUNTY-  ID/BONNEVILLE
 OX0228  USGS QUAD   -  STOUTS MTN (1977)
 OX0228
 OX0228                         *CURRENT SURVEY CONTROL
 OX0228  ___________________________________________________________________
 OX0228* NAD 83(1986)-  43 32 21.     (N)    111 18 25.     (W)     SCALED    
 OX0228* NAVD 88     -      1769.279  (meters)    5804.71   (feet)  ADJUSTED  
 OX0228  ___________________________________________________________________
 OX0228  GEOID HEIGHT-         -10.07  (meters)                     GEOID03
 OX0228  DYNAMIC HT  -        1768.222 (meters)    5801.24  (feet)  COMP
 OX0228  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 OX0228
 OX0228  VERT ORDER  -  FIRST     CLASS II
 OX0228
 OX0228.The horizontal coordinates were scaled from a topographic map and have
 OX0228.an estimated accuracy of +/- 6 seconds.
 OX0228
 OX0228.The orthometric height was determined by differential leveling
 OX0228.and adjusted by the National Geodetic Survey in June 1991..
 OX0228
 OX0228.The geoid height was determined by GEOID03.
 OX0228
 OX0228.The dynamic height is computed by dividing the NAVD 88
 OX0228.geopotential number by the normal gravity value computed on the
 OX0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0228.degrees latitude (g = 980.6199 gals.).
 OX0228
 OX0228.The modeled gravity was interpolated from observed gravity values.
 OX0228
 OX0228;                    North         East    Units  Estimated Accuracy
 OX0228;SPC ID E     -   208,360.      269,480.      MT  (+/- 180 meters Scaled)
 OX0228
 OX0228                          SUPERSEDED SURVEY CONTROL
 OX0228
 OX0228  NGVD 29 (??/??/92) 1768.092  (m)         5800.82   (f) ADJ UNCH    1 2
 OX0228
 OX0228.Superseded values are not recommended for survey control.
 OX0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0228.See file dsdata.txt to determine how the superseded data were derived.
 OX0228
 OX0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP752207(NAD 83)
 OX0228_MARKER: DD = SURVEY DISK
 OX0228_SETTING: 80 = SET IN A BOULDER
 OX0228_SP_SET: BOULDER
 OX0228_STAMPING: 5800.16
 OX0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0228+STABILITY: SURFACE MOTION
 OX0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0228+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 OX0228
 OX0228  HISTORY     - Date     Condition        Report By
 OX0228  HISTORY     - UNK      MONUMENTED       BPR
 OX0228  HISTORY     - 1928     GOOD             BPR
 OX0228  HISTORY     - 20001010 GOOD             IDTD
 OX0228
 OX0228                          STATION DESCRIPTION
 OX0228
 OX0228'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 OX0228'9.8 MI NE FROM SWAN VALLEY.
 OX0228'9.8 MILES NORTHEAST ALONG STATE HIGHWAY 31 FROM SWAN VALLEY,
 OX0228'BONNEVILLE COUNTY, 4.2 MILES NORTH OF THE BRIDGE OVER PINE CREEK, 2.2
 OX0228'MILES NORTH OF A DOUBLE PIPE LINE, ABOUT 150 FEET SOUTH OF A RANCH
 OX0228'HOUSE OWNED IN 1934 BY MR. PRICE, 88.7 FEET SOUTHEAST OF A FENCE, 86.4
 OX0228'FEET FROM THE CENTERLINE OF THE HIGHWAY, 10.2 FEET NORTHWEST OF AN
 OX0228'IRRIGATION DITCH, AND IN THE TOP OF A LARGE BOULDER.  A UNITED STATES
 OX0228'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 5800.16.
 OX0228
 OX0228                          STATION RECOVERY (2000)
 OX0228
 OX0228'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 OX0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0443 ***********************************************************************
 NT0443  DESIGNATION -  5807
 NT0443  PID         -  NT0443
 NT0443  STATE/COUNTY-  ID/CARIBOU
 NT0443  USGS QUAD   -  SODA PEAK (1982)
 NT0443
 NT0443                         *CURRENT SURVEY CONTROL
 NT0443  ___________________________________________________________________
 NT0443* NAD 83(1986)-  42 36 04.     (N)    111 30 33.     (W)     SCALED    
 NT0443* NAVD 88     -      1771.868  (meters)    5813.20   (feet)  ADJUSTED  
 NT0443  ___________________________________________________________________
 NT0443  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 NT0443  DYNAMIC HT  -        1770.585 (meters)    5808.99  (feet)  COMP
 NT0443  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 NT0443
 NT0443  VERT ORDER  -  SECOND    CLASS 0
 NT0443
 NT0443.The horizontal coordinates were scaled from a topographic map and have
 NT0443.an estimated accuracy of +/- 6 seconds.
 NT0443
 NT0443.The orthometric height was determined by differential leveling
 NT0443.and adjusted by the National Geodetic Survey in June 1991..
 NT0443
 NT0443.The geoid height was determined by GEOID03.
 NT0443
 NT0443.The dynamic height is computed by dividing the NAVD 88
 NT0443.geopotential number by the normal gravity value computed on the
 NT0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0443.degrees latitude (g = 980.6199 gals.).
 NT0443
 NT0443.The modeled gravity was interpolated from observed gravity values.
 NT0443
 NT0443;                    North         East    Units  Estimated Accuracy
 NT0443;SPC ID E     -   104,000.      253,960.      MT  (+/- 180 meters Scaled)
 NT0443
 NT0443                          SUPERSEDED SURVEY CONTROL
 NT0443
 NT0443  NGVD 29 (??/??/92) 1770.60   (m)         5809.0    (f) COMPUTED    2 0
 NT0443
 NT0443.Superseded values are not recommended for survey control.
 NT0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0443.See file dsdata.txt to determine how the superseded data were derived.
 NT0443
 NT0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN582166(NAD 83)
 NT0443_MARKER: DD = SURVEY DISK
 NT0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0443_SP_SET: CONE
 NT0443_STAMPING: 5807 B 1909 P
 NT0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0443
 NT0443  HISTORY     - Date     Condition        Report By
 NT0443  HISTORY     - 1909     MONUMENTED       USGS
 NT0443  HISTORY     - 1934     GOOD             NGS
 NT0443
 NT0443                          STATION DESCRIPTION
 NT0443
 NT0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0443'1.6 MI SE FROM ROSE.
 NT0443'ABOUT 1.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM BENCH
 NT0443'MARK C 48 AT ROSE, CARIBOU COUNTY, AT THE SOUTHWEST CORNER OF A BRIDGE
 NT0443'OVER BEAR RIVER, AND SET IN THE TOP OF A CONE.  A UNITED STATES
 NT0443'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5807 B 1909 P.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0100 ***********************************************************************
 QA0100  DESIGNATION -  5811
 QA0100  PID         -  QA0100
 QA0100  STATE/COUNTY-  ID/CUSTER
 QA0100  USGS QUAD   -  SUNBEAM (1964)
 QA0100
 QA0100                         *CURRENT SURVEY CONTROL
 QA0100  ___________________________________________________________________
 QA0100* NAD 83(1986)-  44 15 02.     (N)    114 38 53.     (W)     SCALED    
 QA0100* NAVD 88     -      1773.050  (meters)    5817.08   (feet)  ADJUSTED  
 QA0100  ___________________________________________________________________
 QA0100  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 QA0100  DYNAMIC HT  -        1772.005 (meters)    5813.65  (feet)  COMP
 QA0100  MODELED GRAV-     979,966.6   (mgal)                       NAVD 88
 QA0100
 QA0100  VERT ORDER  -  SECOND    CLASS 0
 QA0100
 QA0100.The horizontal coordinates were scaled from a topographic map and have
 QA0100.an estimated accuracy of +/- 6 seconds.
 QA0100
 QA0100.The orthometric height was determined by differential leveling
 QA0100.and adjusted by the National Geodetic Survey in June 1991..
 QA0100
 QA0100.The geoid height was determined by GEOID03.
 QA0100
 QA0100.The dynamic height is computed by dividing the NAVD 88
 QA0100.geopotential number by the normal gravity value computed on the
 QA0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0100.degrees latitude (g = 980.6199 gals.).
 QA0100
 QA0100.The modeled gravity was interpolated from observed gravity values.
 QA0100
 QA0100;                    North         East    Units  Estimated Accuracy
 QA0100;SPC ID C     -   287,240.      448,240.      MT  (+/- 180 meters Scaled)
 QA0100
 QA0100                          SUPERSEDED SURVEY CONTROL
 QA0100
 QA0100  NGVD 29 (??/??/92) 1771.763  (m)         5812.86   (f) ADJ UNCH    2 0
 QA0100
 QA0100.Superseded values are not recommended for survey control.
 QA0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0100.See file dsdata.txt to determine how the superseded data were derived.
 QA0100
 QA0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK877023(NAD 83)
 QA0100_MARKER: DD = SURVEY DISK
 QA0100_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QA0100_STAMPING: 5811 1916
 QA0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0100
 QA0100  HISTORY     - Date     Condition        Report By
 QA0100  HISTORY     - 1916     MONUMENTED       USGS
 QA0100  HISTORY     - 1955     MARK NOT FOUND   NGS
 QA0100
 QA0100                          STATION DESCRIPTION
 QA0100
 QA0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0100'1.6 MI E FROM ROBINSON BAR.
 QA0100'1.6 MILES EAST ALONG OLD U. S. HIGHWAY 93 FROM ROBINSON BAR, CUSTER
 QA0100'COUNTY, 0.3 MILE EAST OF A 5-POINT HIGHWAY SIGN, 300 FEET SOUTH OF
 QA0100'SALMON RIVER, 15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN
 QA0100'THE TOP OF A 5- BY 9-FOOT LEDGE OF UNDERMINED ROCK.  NOTE-- THERE IS A
 QA0100'SINGLE ROCK LEDGE IN THE VICINITY OF THE STATION SITE.  THE TOP HAS
 QA0100'BEEN BROKEN OFF DURING RECENT YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0017 ***********************************************************************
 OZ0017  DESIGNATION -  5819
 OZ0017  PID         -  OZ0017
 OZ0017  STATE/COUNTY-  ID/BLAINE
 OZ0017  USGS QUAD   -  SUN VALLEY (1967)
 OZ0017
 OZ0017                         *CURRENT SURVEY CONTROL
 OZ0017  ___________________________________________________________________
 OZ0017* NAD 83(1986)-  43 41 19.     (N)    114 22 22.     (W)     SCALED    
 OZ0017* NAVD 88     -      1774.392  (meters)    5821.48   (feet)  ADJUSTED  
 OZ0017  ___________________________________________________________________
 OZ0017  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 OZ0017  DYNAMIC HT  -        1773.289 (meters)    5817.87  (feet)  COMP
 OZ0017  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 OZ0017
 OZ0017  VERT ORDER  -  FIRST     CLASS II
 OZ0017
 OZ0017.The horizontal coordinates were scaled from a topographic map and have
 OZ0017.an estimated accuracy of +/- 6 seconds.
 OZ0017
 OZ0017.The orthometric height was determined by differential leveling
 OZ0017.and adjusted by the National Geodetic Survey in June 1991..
 OZ0017
 OZ0017.The geoid height was determined by GEOID03.
 OZ0017
 OZ0017.The dynamic height is computed by dividing the NAVD 88
 OZ0017.geopotential number by the normal gravity value computed on the
 OZ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0017.degrees latitude (g = 980.6199 gals.).
 OZ0017
 OZ0017.The modeled gravity was interpolated from observed gravity values.
 OZ0017
 OZ0017;                    North         East    Units  Estimated Accuracy
 OZ0017;SPC ID C     -   224,670.      469,950.      MT  (+/- 180 meters Scaled)
 OZ0017
 OZ0017                          SUPERSEDED SURVEY CONTROL
 OZ0017
 OZ0017  NGVD 29 (??/??/92) 1773.149  (m)         5817.41   (f) ADJ UNCH    1 2
 OZ0017
 OZ0017.Superseded values are not recommended for survey control.
 OZ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0017.See file dsdata.txt to determine how the superseded data were derived.
 OZ0017
 OZ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ117406(NAD 83)
 OZ0017_MARKER: DD = SURVEY DISK
 OZ0017_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0017_SP_SET: ROCK OUTCROP
 OZ0017_STAMPING: 5819
 OZ0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0017+STABILITY: POSITION/ELEVATION WELL
 OZ0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0017+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 OZ0017
 OZ0017  HISTORY     - Date     Condition        Report By
 OZ0017  HISTORY     - UNK      MONUMENTED       USGS
 OZ0017  HISTORY     - 1933     GOOD             NGS
 OZ0017  HISTORY     - 20060912 GOOD             USGS
 OZ0017
 OZ0017                          STATION DESCRIPTION
 OZ0017
 OZ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0017'0.2 MI NW FROM KETCHUM.
 OZ0017'0.2 MILE NORTHWEST OF THE OREGON SHORT LINE RAILROAD STATION AT
 OZ0017'KETCHUM, BLAINE COUNTY, ON THE EAST BANK OF WOOD RIVER, 320 FEET NORTH
 OZ0017'OF A HIGHWAY BRIDGE, AND IN THE TOP OF THE NORTH EDGE OF A PROMINENT
 OZ0017'ROCK OUTCROP MARKED BY THE PAINTED LETTERS USBM.  A UNITED STATES
 OZ0017'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5819.
 OZ0017
 OZ0017                          STATION RECOVERY (2006)
 OZ0017
 OZ0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0741 ***********************************************************************
 OY0741  DESIGNATION -  5826
 OY0741  PID         -  OY0741
 OY0741  STATE/COUNTY-  ID/CUSTER
 OY0741  USGS QUAD   -  MACKAY (1991)
 OY0741
 OY0741                         *CURRENT SURVEY CONTROL
 OY0741  ___________________________________________________________________
 OY0741* NAD 83(1986)-  43 53 48.     (N)    113 33 33.     (W)     SCALED    
 OY0741* NAVD 88     -      1776.697  (meters)    5829.05   (feet)  POSTED    
 OY0741  ___________________________________________________________________
 OY0741  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 OY0741  DYNAMIC HT  -        1775.600 (meters)    5825.45  (feet)  COMP
 OY0741  MODELED GRAV-     979,941.1   (mgal)                       NAVD 88
 OY0741
 OY0741  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0741
 OY0741.The horizontal coordinates were scaled from a topographic map and have
 OY0741.an estimated accuracy of +/- 6 seconds.
 OY0741
 OY0741.The orthometric height was determined by differential leveling
 OY0741.and adjusted by the National Geodetic Survey in 1992..
 OY0741.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0741.rate greater than 8.0 mm/km.
 OY0741
 OY0741.The geoid height was determined by GEOID03.
 OY0741
 OY0741.The dynamic height is computed by dividing the NAVD 88
 OY0741.geopotential number by the normal gravity value computed on the
 OY0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0741.degrees latitude (g = 980.6199 gals.).
 OY0741
 OY0741.The modeled gravity was interpolated from observed gravity values.
 OY0741
 OY0741;                    North         East    Units  Estimated Accuracy
 OY0741;SPC ID C     -   247,810.      535,420.      MT  (+/- 180 meters Scaled)
 OY0741
 OY0741                          SUPERSEDED SURVEY CONTROL
 OY0741
 OY0741  NGVD 29 (??/??/92) 1775.546  (m)         5825.27   (f) ADJ UNCH    2 0
 OY0741
 OY0741.Superseded values are not recommended for survey control.
 OY0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0741.See file dsdata.txt to determine how the superseded data were derived.
 OY0741
 OY0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP944635(NAD 83)
 OY0741_MARKER: P = PIPE CAP
 OY0741_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0741_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0741_STAMPING: 5826 1912 29
 OY0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0741
 OY0741  HISTORY     - Date     Condition        Report By
 OY0741  HISTORY     - 1912     MONUMENTED       USGS
 OY0741  HISTORY     - 1936     GOOD             NGS
 OY0741  HISTORY     - 20050609 MARK NOT FOUND   IDTD
 OY0741
 OY0741                          STATION DESCRIPTION
 OY0741
 OY0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0741'3 MI SE FROM MACKAY.
 OY0741'3 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0741'STATION AT MACKAY, CUSTER COUNTY, 0.2 MILE NORTHWEST OF MILEPOST 82,
 OY0741'57 FEET NORTHEAST OF THE CENTERLINE OF CULVERT 82.22 UNDER THE TRACK,
 OY0741'30 FEET WEST OF THE CENTERLINE OF A WAGON ROAD, AND 50 FEET SOUTHWEST
 OY0741'OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 OY0741'STANDARD CAP, STAMPED 5826 1912 29 AND RIVETED ON THE TOP OF A
 OY0741'3-1/2-INCH IRON PIPE.
 OY0741
 OY0741                          STATION RECOVERY (2005)
 OY0741
 OY0741'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (RLR)
 OY0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0659 ***********************************************************************
 OY0659  DESIGNATION -  5837.4
 OY0659  PID         -  OY0659
 OY0659  STATE/COUNTY-  ID/BUTTE
 OY0659  USGS QUAD   -  INFERNO CONE (1972)
 OY0659
 OY0659                         *CURRENT SURVEY CONTROL
 OY0659  ___________________________________________________________________
 OY0659* NAD 83(1986)-  43 25 54.     (N)    113 37 15.     (W)     SCALED    
 OY0659* NAVD 88     -      1779.913  (meters)    5839.60   (feet)  ADJUSTED  
 OY0659  ___________________________________________________________________
 OY0659  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 OY0659  DYNAMIC HT  -        1778.841 (meters)    5836.08  (feet)  COMP
 OY0659  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 OY0659
 OY0659  VERT ORDER  -  SECOND    CLASS 0
 OY0659
 OY0659.The horizontal coordinates were scaled from a topographic map and have
 OY0659.an estimated accuracy of +/- 6 seconds.
 OY0659
 OY0659.The orthometric height was determined by differential leveling
 OY0659.and adjusted by the National Geodetic Survey in June 1991..
 OY0659
 OY0659.The geoid height was determined by GEOID03.
 OY0659
 OY0659.The dynamic height is computed by dividing the NAVD 88
 OY0659.geopotential number by the normal gravity value computed on the
 OY0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0659.degrees latitude (g = 980.6199 gals.).
 OY0659
 OY0659.The modeled gravity was interpolated from observed gravity values.
 OY0659
 OY0659;                    North         East    Units  Estimated Accuracy
 OY0659;SPC ID C     -   196,120.      530,700.      MT  (+/- 180 meters Scaled)
 OY0659
 OY0659                          SUPERSEDED SURVEY CONTROL
 OY0659
 OY0659  NGVD 29 (??/??/92) 1778.76   (m)         5835.8    (f) COMPUTED    2 0
 OY0659
 OY0659.Superseded values are not recommended for survey control.
 OY0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0659.See file dsdata.txt to determine how the superseded data were derived.
 OY0659
 OY0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP878120(NAD 83)
 OY0659_MARKER: N = NAIL
 OY0659_SETTING: 66 = SET IN ROCK OUTCROP
 OY0659_SP_SET: ROCK SHELF
 OY0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0659+STABILITY: POSITION/ELEVATION WELL
 OY0659
 OY0659  HISTORY     - Date     Condition        Report By
 OY0659  HISTORY     - UNK      MONUMENTED       USGS
 OY0659  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0659
 OY0659                          STATION DESCRIPTION
 OY0659
 OY0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0659'26.6 MI SW FROM ARCO.
 OY0659'26.6 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE COUNTY COURTHOUSE
 OY0659'AT ARCO, BUTTE COUNTY, 3.7 MILES SOUTHWEST OF THE HEADQUARTERS OF THE
 OY0659'CRATERS OF THE MOON NATIONAL MONUMENT, AT THE MOUTH OF A RAVINE WHERE
 OY0659'A STEEP GRADE FALLS TO A GRASSY BOTTOM, AT THE CROSSING OF A ROW OF
 OY0659'POLES, 49 FEET SOUTH OF POLE 3545, 18 FEET WEST OF THE CENTERLINE OF
 OY0659'THE HIGHWAY, AND IN THE TOP OF THE SOUTHEAST BREAK OF A LAVA SHELF
 OY0659'PAINTED USBM 5837.4.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 OY0659'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0425 ***********************************************************************
 OY0425  DESIGNATION -  585+02
 OY0425  PID         -  OY0425
 OY0425  STATE/COUNTY-  ID/BINGHAM
 OY0425  USGS QUAD   -  ROCKFORD (1979)
 OY0425
 OY0425                         *CURRENT SURVEY CONTROL
 OY0425  ___________________________________________________________________
 OY0425* NAD 83(1986)-  43 09 14.     (N)    112 34 19.     (W)     SCALED    
 OY0425* NAVD 88     -      1358.991  (meters)    4458.62   (feet)  ADJUSTED  
 OY0425  ___________________________________________________________________
 OY0425  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 OY0425  DYNAMIC HT  -        1358.270 (meters)    4456.26  (feet)  COMP
 OY0425  MODELED GRAV-     980,042.1   (mgal)                       NAVD 88
 OY0425
 OY0425  VERT ORDER  -  SECOND    CLASS 0
 OY0425
 OY0425.The horizontal coordinates were scaled from a topographic map and have
 OY0425.an estimated accuracy of +/- 6 seconds.
 OY0425
 OY0425.The orthometric height was determined by differential leveling
 OY0425.and adjusted by the National Geodetic Survey in June 1991..
 OY0425
 OY0425.The geoid height was determined by GEOID03.
 OY0425
 OY0425.The dynamic height is computed by dividing the NAVD 88
 OY0425.geopotential number by the normal gravity value computed on the
 OY0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0425.degrees latitude (g = 980.6199 gals.).
 OY0425
 OY0425.The modeled gravity was interpolated from observed gravity values.
 OY0425
 OY0425;                    North         East    Units  Estimated Accuracy
 OY0425;SPC ID E     -   165,270.      167,040.      MT  (+/- 180 meters Scaled)
 OY0425
 OY0425                          SUPERSEDED SURVEY CONTROL
 OY0425
 OY0425  NGVD 29 (??/??/92) 1357.976  (m)         4455.29   (f) ADJ UNCH    2 0
 OY0425
 OY0425.Superseded values are not recommended for survey control.
 OY0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0425.See file dsdata.txt to determine how the superseded data were derived.
 OY0425
 OY0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN721791(NAD 83)
 OY0425_MARKER: DD = SURVEY DISK
 OY0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0425_STAMPING: P.O.S.L. STA. 585+02.0
 OY0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0425+STABILITY: SURFACE MOTION
 OY0425
 OY0425  HISTORY     - Date     Condition        Report By
 OY0425  HISTORY     - UNK      MONUMENTED       IDDT
 OY0425  HISTORY     - 1958     GOOD             NGS
 OY0425
 OY0425                          STATION DESCRIPTION
 OY0425
 OY0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0425'3.0 MI SW FROM ROCKFORD.
 OY0425'3.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM PETERSONS
 OY0425'IGA FOOD LAND STORE AT ROCKFORD, 3.0 MILES NORTHEAST OF PINGREE, 53
 OY0425'FEET EAST OF THE CENTER OF THE CROSSING OF A GRAVEL ROAD, 41 FEET
 OY0425'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 39, 26 FEET NORTHEAST OF
 OY0425'A POWER POLE WITH TWO GUY WIRES, 16 FEET SOUTH OF THE CENTER LINE OF
 OY0425'THE ROAD, NORTHEAST OF A WITNESS POST, 2 FEET LOWER THAN THE TRACK,
 OY0425'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 OY0425'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0373 ***********************************************************************
 OX0373  DESIGNATION -  5856
 OX0373  PID         -  OX0373
 OX0373  STATE/COUNTY-  ID/BONNEVILLE
 OX0373  USGS QUAD   -  OZONE (1981)
 OX0373
 OX0373                         *CURRENT SURVEY CONTROL
 OX0373  ___________________________________________________________________
 OX0373* NAD 83(1986)-  43 24 09.     (N)    111 49 55.     (W)     SCALED    
 OX0373* NAVD 88     -      1786.151  (meters)    5860.06   (feet)  ADJUSTED  
 OX0373  ___________________________________________________________________
 OX0373  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 OX0373  DYNAMIC HT  -        1785.075 (meters)    5856.53  (feet)  COMP
 OX0373  MODELED GRAV-     979,953.5   (mgal)                       NAVD 88
 OX0373
 OX0373  VERT ORDER  -  SECOND    CLASS 0
 OX0373
 OX0373.The horizontal coordinates were scaled from a topographic map and have
 OX0373.an estimated accuracy of +/- 6 seconds.
 OX0373
 OX0373.The orthometric height was determined by differential leveling
 OX0373.and adjusted by the National Geodetic Survey in June 1991..
 OX0373
 OX0373.The geoid height was determined by GEOID03.
 OX0373
 OX0373.The dynamic height is computed by dividing the NAVD 88
 OX0373.geopotential number by the normal gravity value computed on the
 OX0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0373.degrees latitude (g = 980.6199 gals.).
 OX0373
 OX0373.The modeled gravity was interpolated from observed gravity values.
 OX0373
 OX0373;                    North         East    Units  Estimated Accuracy
 OX0373;SPC ID E     -   192,870.      227,110.      MT  (+/- 180 meters Scaled)
 OX0373
 OX0373                          SUPERSEDED SURVEY CONTROL
 OX0373
 OX0373  NGVD 29 (??/??/92) 1784.969  (m)         5856.19   (f) ADJ UNCH    2 0
 OX0373
 OX0373.Superseded values are not recommended for survey control.
 OX0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0373.See file dsdata.txt to determine how the superseded data were derived.
 OX0373
 OX0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP326058(NAD 83)
 OX0373_MARKER: DD = SURVEY DISK
 OX0373_SETTING: 80 = SET IN A BOULDER
 OX0373_SP_SET: BOULDER
 OX0373_STAMPING: 5856
 OX0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0373+STABILITY: SURFACE MOTION
 OX0373
 OX0373  HISTORY     - Date     Condition        Report By
 OX0373  HISTORY     - UNK      MONUMENTED       USGS
 OX0373  HISTORY     - 1934     GOOD             NGS
 OX0373
 OX0373                          STATION DESCRIPTION
 OX0373
 OX0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0373'7.6 MI N FROM BONE.
 OX0373'ABOUT 7.6 MILES NORTH ALONG THE BONE-LINCOLN ROAD FROM THE SCHOOLHOUSE
 OX0373'AT BONE, BONNEVILLE COUNTY, NORTHEAST OF A CURVE, ABOUT 50 FEET EAST
 OX0373'OF THE CENTER LINE OF THE ROAD, ABOUT 100 FEET NORTH OF A FENCE, AND
 OX0373'IN THE TOP OF A LARGE BOULDER AT THE FOOT OF A CLIFF.  A UNITED STATES
 OX0373'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5856.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0116 ***********************************************************************
 OZ0116  DESIGNATION -  5857
 OZ0116  PID         -  OZ0116
 OZ0116  STATE/COUNTY-  ID/BLAINE
 OZ0116  USGS QUAD   -  RICHARDSON SUMMIT (1986)
 OZ0116
 OZ0116                         *CURRENT SURVEY CONTROL
 OZ0116  ___________________________________________________________________
 OZ0116* NAD 83(1986)-  43 27 24.     (N)    114 25 57.     (W)     SCALED    
 OZ0116* NAVD 88     -      1785.534  (meters)    5858.04   (feet)  ADJUSTED  
 OZ0116  ___________________________________________________________________
 OZ0116  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OZ0116  DYNAMIC HT  -        1784.454 (meters)    5854.50  (feet)  COMP
 OZ0116  MODELED GRAV-     979,951.0   (mgal)                       NAVD 88
 OZ0116
 OZ0116  VERT ORDER  -  SECOND    CLASS 0
 OZ0116
 OZ0116.The horizontal coordinates were scaled from a topographic map and have
 OZ0116.an estimated accuracy of +/- 6 seconds.
 OZ0116
 OZ0116.The orthometric height was determined by differential leveling
 OZ0116.and adjusted by the National Geodetic Survey in June 1991..
 OZ0116
 OZ0116.The geoid height was determined by GEOID03.
 OZ0116
 OZ0116.The dynamic height is computed by dividing the NAVD 88
 OZ0116.geopotential number by the normal gravity value computed on the
 OZ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0116.degrees latitude (g = 980.6199 gals.).
 OZ0116
 OZ0116.The modeled gravity was interpolated from observed gravity values.
 OZ0116
 OZ0116;                    North         East    Units  Estimated Accuracy
 OZ0116;SPC ID C     -   198,920.      465,000.      MT  (+/- 180 meters Scaled)
 OZ0116
 OZ0116                          SUPERSEDED SURVEY CONTROL
 OZ0116
 OZ0116  NGVD 29 (??/??/92) 1784.382  (m)         5854.26   (f) ADJ UNCH    2 0
 OZ0116
 OZ0116.Superseded values are not recommended for survey control.
 OZ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0116.See file dsdata.txt to determine how the superseded data were derived.
 OZ0116
 OZ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ077147(NAD 83)
 OZ0116_MARKER: P = PIPE CAP
 OZ0116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OZ0116_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OZ0116_STAMPING: 5857
 OZ0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0116
 OZ0116  HISTORY     - Date     Condition        Report By
 OZ0116  HISTORY     - UNK      MONUMENTED       USGS
 OZ0116  HISTORY     - 1950     GOOD             NGS
 OZ0116
 OZ0116                          STATION DESCRIPTION
 OZ0116
 OZ0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0116'8.6 MI SW FROM HAILEY.
 OZ0116'0.1 MILE NORTHWEST ALONG FIRST AVENUE FROM THE COUNTY COURTHOUSE AT
 OZ0116'HAILEY, THENCE 8.5 MILES SOUTHWEST ALONG STATE HIGHWAY 22, ABOUT 100
 OZ0116'YARDS SOUTHWEST OF THE JUNCTION OF A TRACK ROAD LEADING WEST, ABOUT
 OZ0116'100 YARDS NORTH OF A POINT WHERE THE POWER LINE CROSSES THE HIGHWAY,
 OZ0116'73.1 FEET WEST OF THE CENTER OF THE NORTHWEST END OF A 24-INCH
 OZ0116'CORRUGATED METAL PIPE CULVERT, 57 FEET NORTHWEST OF THE CENTER LINE OF
 OZ0116'THE HIGHWAY, 27 1/2 FEET SOUTH OF THE APPROXIMATE CENTER OF KELLY
 OZ0116'GULCH, 3.2 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 OZ0116'HIGHWAY, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.1
 OZ0116'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0227 ***********************************************************************
 OX0227  DESIGNATION -  5864.02
 OX0227  PID         -  OX0227
 OX0227  STATE/COUNTY-  ID/BONNEVILLE
 OX0227  USGS QUAD   -  STOUTS MTN (1977)
 OX0227
 OX0227                         *CURRENT SURVEY CONTROL
 OX0227  ___________________________________________________________________
 OX0227* NAD 83(1986)-  43 33 11.     (N)    111 17 41.     (W)     SCALED    
 OX0227* NAVD 88     -      1788.867  (meters)    5868.97   (feet)  ADJUSTED  
 OX0227  ___________________________________________________________________
 OX0227  GEOID HEIGHT-         -10.04  (meters)                     GEOID03
 OX0227  DYNAMIC HT  -        1787.794 (meters)    5865.45  (feet)  COMP
 OX0227  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 OX0227
 OX0227  VERT ORDER  -  FIRST     CLASS II
 OX0227
 OX0227.The horizontal coordinates were scaled from a topographic map and have
 OX0227.an estimated accuracy of +/- 6 seconds.
 OX0227
 OX0227.The orthometric height was determined by differential leveling
 OX0227.and adjusted by the National Geodetic Survey in June 1991..
 OX0227
 OX0227.The geoid height was determined by GEOID03.
 OX0227
 OX0227.The dynamic height is computed by dividing the NAVD 88
 OX0227.geopotential number by the normal gravity value computed on the
 OX0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0227.degrees latitude (g = 980.6199 gals.).
 OX0227
 OX0227.The modeled gravity was interpolated from observed gravity values.
 OX0227
 OX0227;                    North         East    Units  Estimated Accuracy
 OX0227;SPC ID E     -   209,910.      270,460.      MT  (+/- 180 meters Scaled)
 OX0227
 OX0227                          SUPERSEDED SURVEY CONTROL
 OX0227
 OX0227  NGVD 29 (??/??/92) 1787.674  (m)         5865.06   (f) ADJ UNCH    1 2
 OX0227
 OX0227.Superseded values are not recommended for survey control.
 OX0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0227.See file dsdata.txt to determine how the superseded data were derived.
 OX0227
 OX0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP761222(NAD 83)
 OX0227_MARKER: DD = SURVEY DISK
 OX0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0227_SP_SET: RAILING
 OX0227_STAMPING: 5864.02 1928
 OX0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0227
 OX0227  HISTORY     - Date     Condition        Report By
 OX0227  HISTORY     - 1928     MONUMENTED       BPR
 OX0227  HISTORY     - 1974     MARK NOT FOUND   USGS
 OX0227  HISTORY     - 20001010 MARK NOT FOUND   IDTD
 OX0227
 OX0227                          STATION DESCRIPTION
 OX0227
 OX0227'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 OX0227'11.3 MI SW FROM VICTOR.
 OX0227'IN BONNEVILLE COUNTY, 11.3 MILES SOUTHWEST ALONG STATE HIGHWAY 31 FROM
 OX0227'VICTOR, TETON COUNTY, AT A CONCRETE BRIDGE OVER A SMALL CREEK, AND IN
 OX0227'THE CENTER OF THE TOP OF THE NORTHWEST RAILING.  A UNITED STATES
 OX0227'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 5864.02 1928.
 OX0227
 OX0227                          STATION RECOVERY (1974)
 OX0227
 OX0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0227'MARK NOT FOUND.
 OX0227
 OX0227                          STATION RECOVERY (2000)
 OX0227
 OX0227'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 OX0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0648 ***********************************************************************
 OY0648  DESIGNATION -  5879.3
 OY0648  PID         -  OY0648
 OY0648  STATE/COUNTY-  ID/BUTTE
 OY0648  USGS QUAD   -  INFERNO CONE (1972)
 OY0648
 OY0648                         *CURRENT SURVEY CONTROL
 OY0648  ___________________________________________________________________
 OY0648* NAD 83(1986)-  43 28 02.     (N)    113 33 11.     (W)     SCALED    
 OY0648* NAVD 88     -      1792.630  (meters)    5881.32   (feet)  POSTED    
 OY0648  ___________________________________________________________________
 OY0648  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 OY0648  DYNAMIC HT  -        1791.540 (meters)    5877.74  (feet)  COMP
 OY0648  MODELED GRAV-     979,947.1   (mgal)                       NAVD 88
 OY0648
 OY0648  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0648
 OY0648.The horizontal coordinates were scaled from a topographic map and have
 OY0648.an estimated accuracy of +/- 6 seconds.
 OY0648
 OY0648.The orthometric height was determined by differential leveling
 OY0648.and adjusted by the National Geodetic Survey in 1992..
 OY0648.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0648.rate greater than 8.0 mm/km.
 OY0648
 OY0648.The geoid height was determined by GEOID03.
 OY0648
 OY0648.The dynamic height is computed by dividing the NAVD 88
 OY0648.geopotential number by the normal gravity value computed on the
 OY0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0648.degrees latitude (g = 980.6199 gals.).
 OY0648
 OY0648.The modeled gravity was interpolated from observed gravity values.
 OY0648
 OY0648;                    North         East    Units  Estimated Accuracy
 OY0648;SPC ID C     -   200,100.      536,170.      MT  (+/- 180 meters Scaled)
 OY0648
 OY0648                          SUPERSEDED SURVEY CONTROL
 OY0648
 OY0648  NGVD 29 (??/??/92) 1791.48   (m)         5877.5    (f) COMPUTED    2 0
 OY0648
 OY0648.Superseded values are not recommended for survey control.
 OY0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0648.See file dsdata.txt to determine how the superseded data were derived.
 OY0648
 OY0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP934158(NAD 83)
 OY0648_MARKER: N = NAIL
 OY0648_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OY0648_SP_SET: UNSPEC. ROCK
 OY0648_STAMPING: 5879.3
 OY0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0648
 OY0648  HISTORY     - Date     Condition        Report By
 OY0648  HISTORY     - UNK      MONUMENTED       USGS
 OY0648  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0648
 OY0648                          STATION DESCRIPTION
 OY0648
 OY0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0648'22.1 MI SW FROM ARCO.
 OY0648'22.1 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE COUNTY COURTHOUSE
 OY0648'AT ARCO, BUTTE COUNTY, 3.7 MILES SOUTH OF THE POST OFFICE AT MARTIN,
 OY0648'1.1 MILES SOUTH OF THE ENTRANCE TO THE CRATERS OF THE MOON NATIONAL
 OY0648'MONUMENT, 0.2 MILE NORTH OF A PARK HEADQUARTERS BUILDING, 200 FEET
 OY0648'SOUTH OF A NATIONAL PARK SERVICE SIGNPOST, 45 FEET EAST OF THE
 OY0648'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A LAVA ROCK PAINTED
 OY0648'U.S.B.M.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 OY0648'WASHER, STAMPED 5879.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0423 ***********************************************************************
 RY0423  DESIGNATION -  5892.72 RM
 RY0423  PID         -  RY0423
 RY0423  STATE/COUNTY-  ID/IDAHO
 RY0423  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0423
 RY0423                         *CURRENT SURVEY CONTROL
 RY0423  ___________________________________________________________________
 RY0423* NAD 83(1986)-  46 25 56.     (N)    115 34 53.     (W)     SCALED    
 RY0423* NAVD 88     -      1797.281  (meters)    5896.58   (feet)  ADJUSTED  
 RY0423  ___________________________________________________________________
 RY0423  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RY0423  DYNAMIC HT  -        1796.729 (meters)    5894.77  (feet)  COMP
 RY0423  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 RY0423
 RY0423  VERT ORDER  -  FIRST     CLASS II
 RY0423
 RY0423.The horizontal coordinates were scaled from a topographic map and have
 RY0423.an estimated accuracy of +/- 6 seconds.
 RY0423
 RY0423.The orthometric height was determined by differential leveling
 RY0423.and adjusted by the National Geodetic Survey in June 1991..
 RY0423
 RY0423.The geoid height was determined by GEOID03.
 RY0423
 RY0423.The dynamic height is computed by dividing the NAVD 88
 RY0423.geopotential number by the normal gravity value computed on the
 RY0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0423.degrees latitude (g = 980.6199 gals.).
 RY0423
 RY0423.The modeled gravity was interpolated from observed gravity values.
 RY0423
 RY0423;                    North         East    Units  Estimated Accuracy
 RY0423;SPC ID W     -   529,500.      812,960.      MT  (+/- 180 meters Scaled)
 RY0423
 RY0423                          SUPERSEDED SURVEY CONTROL
 RY0423
 RY0423  NGVD 29 (??/??/92) 1795.983  (m)         5892.32   (f) ADJ UNCH    1 2
 RY0423
 RY0423.Superseded values are not recommended for survey control.
 RY0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0423.See file dsdata.txt to determine how the superseded data were derived.
 RY0423
 RY0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM089430(NAD 83)
 RY0423_MARKER: N = NAIL
 RY0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0423_SP_SET: TREE
 RY0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0423
 RY0423  HISTORY     - Date     Condition        Report By
 RY0423  HISTORY     - UNK      MONUMENTED       USGS
 RY0423  HISTORY     - 1950     GOOD             NGS
 RY0423
 RY0423                          STATION DESCRIPTION
 RY0423
 RY0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0423'22.5 MI E FROM PIERCE.
 RY0423'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0423'PIERCE, THENCE 21.8 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 0.4
 RY0423'MILE SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO
 RY0423'SNOWY SUMMIT, ABOUT 60 YARDS NORTHEAST OF THE LOWEST POINT IN THE
 RY0423'SADDLE, 86.2 FEET SOUTHWEST OF B M 5903 B (USGS), 20 FEET SOUTHEAST OF
 RY0423'THE CENTER LINE OF THE ROAD, IN THE NORTH BASE OF A 14-INCH, PARTIALLY
 RY0423'DEAD, WHITE PINE TREE MARKED WITH A WHITE PAINTED TRIANGULAR BLAZE,
 RY0423'AND WITH A TELEPHONE LINE ATTACHED.  ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0655 ***********************************************************************
 OY0655  DESIGNATION -  5893.3
 OY0655  PID         -  OY0655
 OY0655  STATE/COUNTY-  ID/BUTTE
 OY0655  USGS QUAD   -  INFERNO CONE (1972)
 OY0655
 OY0655                         *CURRENT SURVEY CONTROL
 OY0655  ___________________________________________________________________
 OY0655* NAD 83(1986)-  43 26 49.     (N)    113 35 35.     (W)     SCALED    
 OY0655* NAVD 88     -      1796.859  (meters)    5895.19   (feet)  POSTED    
 OY0655  ___________________________________________________________________
 OY0655  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 OY0655  DYNAMIC HT  -        1795.770 (meters)    5891.62  (feet)  COMP
 OY0655  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 OY0655
 OY0655  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0655
 OY0655.The horizontal coordinates were scaled from a topographic map and have
 OY0655.an estimated accuracy of +/- 6 seconds.
 OY0655
 OY0655.The orthometric height was determined by differential leveling
 OY0655.and adjusted by the National Geodetic Survey in 1992..
 OY0655.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0655.rate greater than 8.0 mm/km.
 OY0655
 OY0655.The geoid height was determined by GEOID03.
 OY0655
 OY0655.The dynamic height is computed by dividing the NAVD 88
 OY0655.geopotential number by the normal gravity value computed on the
 OY0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0655.degrees latitude (g = 980.6199 gals.).
 OY0655
 OY0655.The modeled gravity was interpolated from observed gravity values.
 OY0655
 OY0655;                    North         East    Units  Estimated Accuracy
 OY0655;SPC ID C     -   197,830.      532,940.      MT  (+/- 180 meters Scaled)
 OY0655
 OY0655                          SUPERSEDED SURVEY CONTROL
 OY0655
 OY0655  NGVD 29 (??/??/92) 1795.77   (m)         5891.6    (f) COMPUTED    2 0
 OY0655
 OY0655.Superseded values are not recommended for survey control.
 OY0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0655.See file dsdata.txt to determine how the superseded data were derived.
 OY0655
 OY0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP901137(NAD 83)
 OY0655_MARKER: N = NAIL
 OY0655_SETTING: 66 = SET IN ROCK OUTCROP
 OY0655_SP_SET: ROCK OUTCROP
 OY0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0655+STABILITY: POSITION/ELEVATION WELL
 OY0655
 OY0655  HISTORY     - Date     Condition        Report By
 OY0655  HISTORY     - UNK      MONUMENTED       USGS
 OY0655  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0655
 OY0655                          STATION DESCRIPTION
 OY0655
 OY0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0655'24.7 MI SW FROM ARCO.
 OY0655'24.7 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE COUNTY COURTHOUSE
 OY0655'AT ARCO, BUTTE COUNTY, 1.8 MILES SOUTHWEST OF THE HEADQUARTERS OF THE
 OY0655'CRATERS OF THE MOON NATIONAL MONUMENT, 22 FEET SOUTH OF THE CENTERLINE
 OY0655'OF THE HIGHWAY, IN THE TOP OF A LAVA SLAB OUTCROP, AND 18 INCHES ABOVE
 OY0655'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 OY0655'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0214 ***********************************************************************
 PZ0214  DESIGNATION -  5896
 PZ0214  PID         -  PZ0214
 PZ0214  STATE/COUNTY-  ID/CLARK
 PZ0214  USGS QUAD   -  EIGHTMILE CANYON (1969)
 PZ0214
 PZ0214                         *CURRENT SURVEY CONTROL
 PZ0214  ___________________________________________________________________
 PZ0214* NAD 83(1986)-  44 06 48.     (N)    112 52 56.     (W)     SCALED    
 PZ0214* NAVD 88     -      1801.993  (meters)    5912.04   (feet)  ADJUSTED  
 PZ0214  ___________________________________________________________________
 PZ0214  GEOID HEIGHT-         -10.73  (meters)                     GEOID03
 PZ0214  DYNAMIC HT  -        1800.984 (meters)    5908.73  (feet)  COMP
 PZ0214  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 PZ0214
 PZ0214  VERT ORDER  -  SECOND    CLASS 0
 PZ0214
 PZ0214.The horizontal coordinates were scaled from a topographic map and have
 PZ0214.an estimated accuracy of +/- 6 seconds.
 PZ0214
 PZ0214.The orthometric height was determined by differential leveling
 PZ0214.and adjusted by the National Geodetic Survey in June 1991..
 PZ0214
 PZ0214.The geoid height was determined by GEOID03.
 PZ0214
 PZ0214.The dynamic height is computed by dividing the NAVD 88
 PZ0214.geopotential number by the normal gravity value computed on the
 PZ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0214.degrees latitude (g = 980.6199 gals.).
 PZ0214
 PZ0214.The modeled gravity was interpolated from observed gravity values.
 PZ0214
 PZ0214;                    North         East    Units  Estimated Accuracy
 PZ0214;SPC ID E     -   272,040.      142,720.      MT  (+/- 180 meters Scaled)
 PZ0214
 PZ0214                          SUPERSEDED SURVEY CONTROL
 PZ0214
 PZ0214  NGVD 29 (??/??/92) 1800.737  (m)         5907.92   (f) ADJ UNCH    2 0
 PZ0214
 PZ0214.Superseded values are not recommended for survey control.
 PZ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0214.See file dsdata.txt to determine how the superseded data were derived.
 PZ0214
 PZ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP493861(NAD 83)
 PZ0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PZ0214+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1992
 PZ0214
 PZ0214  HISTORY     - Date     Condition        Report By
 PZ0214  HISTORY     - UNK      FIRST OBSERVED   USGS
 PZ0214  HISTORY     - 1929     GOOD             USGS
 PZ0214  HISTORY     - 19920421 GOOD             IDDT
 PZ0214
 PZ0214                          STATION DESCRIPTION
 PZ0214
 PZ0214'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0214'4.1 MI SE FROM KAUFMAN.
 PZ0214'ABOUT 4.1 MILES SOUTHEAST ALONG THE ROAD LEADING TO RENO RANCH FROM
 PZ0214'KAUFMAN, CLARK COUNTY, ABOUT 1.5 MILES SOUTH OF THE OLD GODDARD RANCH,
 PZ0214'30 FEET WEST OF THE ROAD, AND 1 FOOT EAST OF A 3-FOOT MOUND OF STONE 3
 PZ0214'FEET HIGH AND PAINTED U.S.G.S. T.B.M. 5896.  THE TOP OF A 2-INCH IRON
 PZ0214'PIPE, DRIVEN ABOUT 2 FEET INTO THE GROUND.
 PZ0214
 PZ0214                          STATION RECOVERY (1992)
 PZ0214
 PZ0214'RECOVERY NOTE BY ID DEPT OF TRANSP 1992 (GDJ)
 PZ0214'RECOVERED AS DESCRIBED.  MARK IS A 2-INCH IRON PIPE, DRIVEN ABOUT 2
 PZ0214'FEET (0.6 M) INTO THE GROUND.  PIPE HAS NO STAMPIMG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0092 ***********************************************************************
 QA0092  DESIGNATION -  59
 QA0092  PID         -  QA0092
 QA0092  STATE/COUNTY-  ID/CUSTER
 QA0092  USGS QUAD   -  THOMPSON CREEK (1964)
 QA0092
 QA0092                         *CURRENT SURVEY CONTROL
 QA0092  ___________________________________________________________________
 QA0092* NAD 83(1986)-  44 15 02.     (N)    114 31 25.     (W)     SCALED    
 QA0092* NAVD 88     -      1709.80   (+/-2cm)    5609.6    (feet)  VERTCON   
 QA0092  ___________________________________________________________________
 QA0092  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 QA0092
 QA0092  VERT ORDER  -  ? (See Below)
 QA0092
 QA0092.The horizontal coordinates were scaled from a topographic map and have
 QA0092.an estimated accuracy of +/- 6 seconds.
 QA0092
 QA0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0092.The vertical order pertains to the NGVD 29 superseded value.
 QA0092
 QA0092.The geoid height was determined by GEOID03.
 QA0092
 QA0092;                    North         East    Units  Estimated Accuracy
 QA0092;SPC ID C     -   287,170.      458,180.      MT  (+/- 180 meters Scaled)
 QA0092
 QA0092                          SUPERSEDED SURVEY CONTROL
 QA0092
 QA0092  NGVD 29 (??/??/92) 1708.556  (m)         5605.49   (f) ADJ UNCH    ?  
 QA0092
 QA0092.Superseded values are not recommended for survey control.
 QA0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0092.See file dsdata.txt to determine how the superseded data were derived.
 QA0092
 QA0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK977026(NAD 83)
 QA0092_MARKER: S = SPIKE
 QA0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0092_SP_SET: TREE
 QA0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0092
 QA0092  HISTORY     - Date     Condition        Report By
 QA0092  HISTORY     - UNK      MONUMENTED       BPR
 QA0092  HISTORY     - 1934     GOOD             NGS
 QA0092
 QA0092                          STATION DESCRIPTION
 QA0092
 QA0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QA0092'6.9 MI W FROM CLAYTON.
 QA0092'6.9 MILES WEST ALONG OLD U. S. HIGHWAY 93 FROM THE POST OFFICE AT
 QA0092'CLAYTON, CUSTER COUNTY, 1.3 MILES SOUTHWEST OF CLAYTON RANGER STATION,
 QA0092'AND IN THE BASE OF A TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1221 ***********************************************************************
 NV1221  DESIGNATION -  59 EMH
 NV1221  PID         -  NV1221
 NV1221  STATE/COUNTY-  ID/OWYHEE
 NV1221  USGS QUAD   -  GRASMERE (1979)
 NV1221
 NV1221                         *CURRENT SURVEY CONTROL
 NV1221  ___________________________________________________________________
 NV1221* NAD 83(1986)-  42 24 49.     (N)    115 57 48.     (W)     SCALED    
 NV1221* NAVD 88     -      1642.324  (meters)    5388.19   (feet)  POSTED    
 NV1221  ___________________________________________________________________
 NV1221  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 NV1221  DYNAMIC HT  -        1641.240 (meters)    5384.63  (feet)  COMP
 NV1221  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 NV1221
 NV1221  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV1221
 NV1221.The horizontal coordinates were scaled from a topographic map and have
 NV1221.an estimated accuracy of +/- 6 seconds.
 NV1221
 NV1221.The orthometric height was determined by differential leveling
 NV1221.and adjusted by the National Geodetic Survey in 1992..
 NV1221.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV1221.rate of 0.0 thru 1.0 mm/km.
 NV1221
 NV1221.The geoid height was determined by GEOID03.
 NV1221
 NV1221.The dynamic height is computed by dividing the NAVD 88
 NV1221.geopotential number by the normal gravity value computed on the
 NV1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1221.degrees latitude (g = 980.6199 gals.).
 NV1221
 NV1221.The modeled gravity was interpolated from observed gravity values.
 NV1221
 NV1221;                    North         East    Units  Estimated Accuracy
 NV1221;SPC ID W     -    82,980.      782,440.      MT  (+/- 180 meters Scaled)
 NV1221
 NV1221                          SUPERSEDED SURVEY CONTROL
 NV1221
 NV1221  NGVD 29 (??/??/92) 1641.22   (m)         5384.6    (f) COMPUTED    2 0
 NV1221
 NV1221.Superseded values are not recommended for survey control.
 NV1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1221.See file dsdata.txt to determine how the superseded data were derived.
 NV1221
 NV1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG852962(NAD 83)
 NV1221_MARKER: DD = SURVEY DISK
 NV1221_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NV1221_SP_SET: COPPER-CLAD STEEL ROD
 NV1221_STAMPING: 59 EMH 1972 5384
 NV1221_MARK LOGO: USGS  
 NV1221_MAGNETIC: I = MARKER IS A STEEL ROD
 NV1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1221+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NV1221
 NV1221  HISTORY     - Date     Condition        Report By
 NV1221  HISTORY     - 1972     MONUMENTED       USGS
 NV1221
 NV1221                          STATION DESCRIPTION
 NV1221
 NV1221'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NV1221'FROM GRASMERE, IDAHO, PROCEED 4.0 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NV1221'5.9 MILES SOUTHEAST ALONG GRADED ROAD, 3.3 MILES SOUTH OF WICKAHONEY
 NV1221'RANCH HOUSE, 0.3 MILES SOUTH OF A ROAD FORK NORTHWEST, AT A SMALL
 NV1221'CLEAR AREA ON THE EAST SIDE OF THE ROAD, 20 FEET EAST AND ABOUT 1.0
 NV1221'FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, A 5/8-INCH COPPER-COATED
 NV1221'ROD ENCASED IN A 6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1018 ***********************************************************************
 OY1018  DESIGNATION -  59 HLS
 OY1018  PID         -  OY1018
 OY1018  STATE/COUNTY-  ID/BUTTE
 OY1018  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1018
 OY1018                         *CURRENT SURVEY CONTROL
 OY1018  ___________________________________________________________________
 OY1018* NAD 83(1986)-  43 47 30.     (N)    112 44 59.     (W)     SCALED    
 OY1018* NAVD 88     -      1466.638  (meters)    4811.79   (feet)  ADJUSTED  
 OY1018  ___________________________________________________________________
 OY1018  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 OY1018  DYNAMIC HT  -        1465.907 (meters)    4809.40  (feet)  COMP
 OY1018  MODELED GRAV-     980,068.9   (mgal)                       NAVD 88
 OY1018
 OY1018  VERT ORDER  -  FIRST     CLASS II
 OY1018
 OY1018.The horizontal coordinates were scaled from a topographic map and have
 OY1018.an estimated accuracy of +/- 6 seconds.
 OY1018
 OY1018.The orthometric height was determined by differential leveling
 OY1018.and adjusted by the National Geodetic Survey in December 1992..
 OY1018
 OY1018.The geoid height was determined by GEOID03.
 OY1018
 OY1018.The dynamic height is computed by dividing the NAVD 88
 OY1018.geopotential number by the normal gravity value computed on the
 OY1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1018.degrees latitude (g = 980.6199 gals.).
 OY1018
 OY1018.The modeled gravity was interpolated from observed gravity values.
 OY1018
 OY1018;                    North         East    Units  Estimated Accuracy
 OY1018;SPC ID C     -   236,810.      600,630.      MT  (+/- 180 meters Scaled)
 OY1018
 OY1018                          SUPERSEDED SURVEY CONTROL
 OY1018
 OY1018  NGVD 29 (08/20/92) 1465.581  (m)         4808.33   (f) ADJUSTED    1 2
 OY1018
 OY1018.Superseded values are not recommended for survey control.
 OY1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1018.See file dsdata.txt to determine how the superseded data were derived.
 OY1018
 OY1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP592502(NAD 83)
 OY1018_MARKER: DB = BENCH MARK DISK
 OY1018_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OY1018_SP_SET: COPPER-CLAD STEEL ROD
 OY1018_STAMPING: 59 HLS 1967 4809
 OY1018_MARK LOGO: USGS  
 OY1018_PROJECTION: FLUSH
 OY1018_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1018+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY1018
 OY1018  HISTORY     - Date     Condition        Report By
 OY1018  HISTORY     - 1967     MONUMENTED       USGS
 OY1018  HISTORY     - 19920331 GOOD             NGS
 OY1018
 OY1018                          STATION DESCRIPTION
 OY1018
 OY1018'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1018'FROM TEST AREA NORTH, IDAHO PROCEED 4.6 MILES SOUTHWEST ALONG LINCOLN
 OY1018'BOULEVARD TO FRANKLIN BOULEVARD, 100 FEET EAST OF THE JUNCTION, 66
 OY1018'FEET SOUTH OF POWER POLE 452, 45 FEET WEST OF AN UNDERGROUND
 OY1018'TELEPHONE CABLE, 34 FEET SOUTH OF A BOLTHEAD IN A CONCRETE POST AND
 OY1018'WHITE POST MARKED -RP PI 100 0+00 FRANKLIN-, 2 FEET WEST OF A WITNESS
 OY1018'POST UNDER THE POWER LINE, SET ON A COPPER-COATED ROD (DRIVEN TO
 OY1018'REFUSAL) FLUSH WITH THE GROUND.
 OY1018
 OY1018                          STATION RECOVERY (1992)
 OY1018
 OY1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1018'21.1 KM (13.10 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1018'OFFICE IN HOWE, 30.4 M (99.7 FT) SOUTHEAST OF THE CENTERLINE OF
 OY1018'LINCOLN BOULEVARD, 9.8 M (32.2 FT) SOUTHWEST OF THE EXTENDED HIGHWAY
 OY1018'CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD, AND 0.2
 OY1018'M (0.7 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 OY1018'6-INCH PIPE AND IS FLUSH WITH THE GROUND SURFACE.  ROD DEPTH IS
 OY1018'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0737 ***********************************************************************
 OY0737  DESIGNATION -  5901
 OY0737  PID         -  OY0737
 OY0737  STATE/COUNTY-  ID/CUSTER
 OY0737  USGS QUAD   -  MACKAY (1991)
 OY0737
 OY0737                         *CURRENT SURVEY CONTROL
 OY0737  ___________________________________________________________________
 OY0737* NAD 83(1986)-  43 54 49.     (N)    113 36 54.     (W)     SCALED    
 OY0737* NAVD 88     -      1799.449  (meters)    5903.69   (feet)  POSTED    
 OY0737  ___________________________________________________________________
 OY0737  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 OY0737  DYNAMIC HT  -        1798.350 (meters)    5900.09  (feet)  COMP
 OY0737  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 OY0737
 OY0737  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0737
 OY0737.The horizontal coordinates were scaled from a topographic map and have
 OY0737.an estimated accuracy of +/- 6 seconds.
 OY0737
 OY0737.The orthometric height was determined by differential leveling
 OY0737.and adjusted by the National Geodetic Survey in 1992..
 OY0737.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0737.rate greater than 8.0 mm/km.
 OY0737
 OY0737.The geoid height was determined by GEOID03.
 OY0737
 OY0737.The dynamic height is computed by dividing the NAVD 88
 OY0737.geopotential number by the normal gravity value computed on the
 OY0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0737.degrees latitude (g = 980.6199 gals.).
 OY0737
 OY0737.The modeled gravity was interpolated from observed gravity values.
 OY0737
 OY0737;                    North         East    Units  Estimated Accuracy
 OY0737;SPC ID C     -   249,670.      530,920.      MT  (+/- 180 meters Scaled)
 OY0737
 OY0737                          SUPERSEDED SURVEY CONTROL
 OY0737
 OY0737  NGVD 29 (??/??/92) 1798.381  (m)         5900.19   (f) ADJ UNCH    2 0
 OY0737
 OY0737.Superseded values are not recommended for survey control.
 OY0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0737.See file dsdata.txt to determine how the superseded data were derived.
 OY0737
 OY0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP900656(NAD 83)
 OY0737_MARKER: P = PIPE CAP
 OY0737_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0737_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0737_STAMPING: 5901 1912 30
 OY0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0737
 OY0737  HISTORY     - Date     Condition        Report By
 OY0737  HISTORY     - 1912     MONUMENTED       USGS
 OY0737  HISTORY     - 1959     POOR             USGS
 OY0737  HISTORY     - 20050609 MARK NOT FOUND   IDTD
 OY0737
 OY0737                          STATION DESCRIPTION
 OY0737
 OY0737'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OY0737'IN MACKAY.
 OY0737'AT MACKAY, CUSTER COUNTY, IN THE NORTHWEST CORNER OF THE CITY PARK,
 OY0737'200 FEET SOUTHEAST OF THE HOTEL MACKAY, 42 FEET EAST OF THE CENTERLINE
 OY0737'OF ELM STREET, AND 10 FEET EAST OF THE OUTSIDE ROW OF TREES. A UNITED
 OY0737'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5901 1912 30 AND
 OY0737'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THIS MARK WAS
 OY0737'FOUND TO BE TIPPED.
 OY0737
 OY0737                          STATION RECOVERY (2005)
 OY0737
 OY0737'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (RLR)
 OY0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0415 ***********************************************************************
 OZ0415  DESIGNATION -  5902.2
 OZ0415  PID         -  OZ0415
 OZ0415  STATE/COUNTY-  ID/BOISE
 OZ0415  USGS QUAD   -  BEAR RIVER (1972)
 OZ0415
 OZ0415                         *CURRENT SURVEY CONTROL
 OZ0415  ___________________________________________________________________
 OZ0415* NAD 83(1986)-  43 56 20.     (N)    115 29 02.     (W)     SCALED    
 OZ0415* NAVD 88     -      1799.967  (meters)    5905.39   (feet)  ADJUSTED  
 OZ0415  ___________________________________________________________________
 OZ0415  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 OZ0415  DYNAMIC HT  -        1798.981 (meters)    5902.16  (feet)  COMP
 OZ0415  MODELED GRAV-     980,006.2   (mgal)                       NAVD 88
 OZ0415
 OZ0415  VERT ORDER  -  SECOND    CLASS 0
 OZ0415
 OZ0415.The horizontal coordinates were scaled from a topographic map and have
 OZ0415.an estimated accuracy of +/- 6 seconds.
 OZ0415
 OZ0415.The orthometric height was determined by differential leveling
 OZ0415.and adjusted by the National Geodetic Survey in June 1991..
 OZ0415
 OZ0415.The geoid height was determined by GEOID03.
 OZ0415
 OZ0415.The dynamic height is computed by dividing the NAVD 88
 OZ0415.geopotential number by the normal gravity value computed on the
 OZ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0415.degrees latitude (g = 980.6199 gals.).
 OZ0415
 OZ0415.The modeled gravity was interpolated from observed gravity values.
 OZ0415
 OZ0415;                    North         East    Units  Estimated Accuracy
 OZ0415;SPC ID W     -   252,440.      821,360.      MT  (+/- 180 meters Scaled)
 OZ0415
 OZ0415                          SUPERSEDED SURVEY CONTROL
 OZ0415
 OZ0415  NGVD 29 (??/??/92) 1798.785  (m)         5901.51   (f) ADJ UNCH    2 0
 OZ0415
 OZ0415.Superseded values are not recommended for survey control.
 OZ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0415.See file dsdata.txt to determine how the superseded data were derived.
 OZ0415
 OZ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ216662(NAD 83)
 OZ0415_MARKER: N = NAIL
 OZ0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0415_SP_SET: TREE
 OZ0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0415
 OZ0415  HISTORY     - Date     Condition        Report By
 OZ0415  HISTORY     - UNK      MONUMENTED       USGS
 OZ0415  HISTORY     - 1950     GOOD             NGS
 OZ0415
 OZ0415                          STATION DESCRIPTION
 OZ0415
 OZ0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0415'8.3 MI E FROM BEAVER CREEK GUARD STATION.
 OZ0415'8.3 MILES EAST ALONG A FOREST SERVICE ROAD FROM THE BEAVER CREEK GUARD
 OZ0415'STATION, AT THE SUMMIT BETWEEN LITTLE OWL CREEK AND WILLOW CREEK, 119
 OZ0415'FEET SOUTHEAST OF BENCH MARK 101 E (USGS), 52 1/2 FEET NORTHEAST OF
 OZ0415'THE CENTER LINE OF THE ROAD, ABOUT 10 FEET HIGHER THAN THE ROAD, AND
 OZ0415'IN THE TOP OF A ROOT ON THE WEST SIDE OF AN 18-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0424 ***********************************************************************
 RY0424  DESIGNATION -  5903 B
 RY0424  PID         -  RY0424
 RY0424  STATE/COUNTY-  ID/IDAHO
 RY0424  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0424
 RY0424                         *CURRENT SURVEY CONTROL
 RY0424  ___________________________________________________________________
 RY0424* NAD 83(1986)-  46 25 57.     (N)    115 34 54.     (W)     SCALED    
 RY0424* NAVD 88     -      1800.016  (meters)    5905.55   (feet)  ADJUSTED  
 RY0424  ___________________________________________________________________
 RY0424  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RY0424  DYNAMIC HT  -        1799.463 (meters)    5903.74  (feet)  COMP
 RY0424  MODELED GRAV-     980,242.6   (mgal)                       NAVD 88
 RY0424
 RY0424  VERT ORDER  -  FIRST     CLASS II
 RY0424
 RY0424.The horizontal coordinates were scaled from a topographic map and have
 RY0424.an estimated accuracy of +/- 6 seconds.
 RY0424
 RY0424.The orthometric height was determined by differential leveling
 RY0424.and adjusted by the National Geodetic Survey in June 1991..
 RY0424
 RY0424.The geoid height was determined by GEOID03.
 RY0424
 RY0424.The dynamic height is computed by dividing the NAVD 88
 RY0424.geopotential number by the normal gravity value computed on the
 RY0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0424.degrees latitude (g = 980.6199 gals.).
 RY0424
 RY0424.The modeled gravity was interpolated from observed gravity values.
 RY0424
 RY0424;                    North         East    Units  Estimated Accuracy
 RY0424;SPC ID W     -   529,530.      812,940.      MT  (+/- 180 meters Scaled)
 RY0424
 RY0424                          SUPERSEDED SURVEY CONTROL
 RY0424
 RY0424  NGVD 29 (??/??/92) 1798.718  (m)         5901.29   (f) ADJ UNCH    1 2
 RY0424
 RY0424.Superseded values are not recommended for survey control.
 RY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0424.See file dsdata.txt to determine how the superseded data were derived.
 RY0424
 RY0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM089430(NAD 83)
 RY0424_MARKER: DD = SURVEY DISK
 RY0424_SETTING: 66 = SET IN ROCK OUTCROP
 RY0424_SP_SET: OUTCROP
 RY0424_STAMPING: 5903 B 1911 27
 RY0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0424+STABILITY: POSITION/ELEVATION WELL
 RY0424
 RY0424  HISTORY     - Date     Condition        Report By
 RY0424  HISTORY     - 1911     MONUMENTED       USGS
 RY0424  HISTORY     - 1950     GOOD             NGS
 RY0424
 RY0424                          STATION DESCRIPTION
 RY0424
 RY0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0424'22.5 MI E FROM PIERCE.
 RY0424'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0424'PIERCE, THENCE 21.8 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 0.4
 RY0424'MILE SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO
 RY0424'SNOWY SUMMIT, IN THE TOP OF AN OUTCROP ON THE TOP OF A PROMINENT ROCKY
 RY0424'POINT, ABOUT 89 YARDS NORTHEAST OF THE LOWEST POINT IN THE SADDLE,
 RY0424'86.2 FEET NORTHEAST OF 5892.72 R.M. (USGS), 42 1/2 FEET SOUTHEAST OF
 RY0424'THE CENTER LINE OF THE ROAD, 22.2 FEET SOUTH OF A 17-INCH HEMLOCK TREE
 RY0424'MARKED WITH A WHITE PAINTED TRIANGULAR BLAZE, ABOUT 3 1/2 FEET HIGHER
 RY0424'THAN THE ROAD AND MARKED BY THE WHITE PAINTED LETTERS B M. NOTE-- THIS
 RY0424'MARK IS SLANTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0210 ***********************************************************************
 NT0210  DESIGNATION -  5904 B
 NT0210  PID         -  NT0210
 NT0210  STATE/COUNTY-  ID/BEAR LAKE
 NT0210  USGS QUAD   -  NOUNAN (1970)
 NT0210
 NT0210                         *CURRENT SURVEY CONTROL
 NT0210  ___________________________________________________________________
 NT0210* NAD 83(1986)-  42 27 47.     (N)    111 23 31.     (W)     SCALED    
 NT0210* NAVD 88     -      1800.915  (meters)    5908.50   (feet)  ADJUSTED  
 NT0210  ___________________________________________________________________
 NT0210  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 NT0210  DYNAMIC HT  -        1799.594 (meters)    5904.17  (feet)  COMP
 NT0210  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 NT0210
 NT0210  VERT ORDER  -  SECOND    CLASS 0
 NT0210
 NT0210.The horizontal coordinates were scaled from a topographic map and have
 NT0210.an estimated accuracy of +/- 6 seconds.
 NT0210
 NT0210.The orthometric height was determined by differential leveling
 NT0210.and adjusted by the National Geodetic Survey in June 1991..
 NT0210
 NT0210.The geoid height was determined by GEOID03.
 NT0210
 NT0210.The dynamic height is computed by dividing the NAVD 88
 NT0210.geopotential number by the normal gravity value computed on the
 NT0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0210.degrees latitude (g = 980.6199 gals.).
 NT0210
 NT0210.The modeled gravity was interpolated from observed gravity values.
 NT0210
 NT0210;                    North         East    Units  Estimated Accuracy
 NT0210;SPC ID E     -    88,750.      263,720.      MT  (+/- 180 meters Scaled)
 NT0210
 NT0210                          SUPERSEDED SURVEY CONTROL
 NT0210
 NT0210  NGVD 29 (??/??/92) 1799.691  (m)         5904.49   (f) ADJ UNCH    2 0
 NT0210
 NT0210.Superseded values are not recommended for survey control.
 NT0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0210.See file dsdata.txt to determine how the superseded data were derived.
 NT0210
 NT0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN677012(NAD 83)
 NT0210_MARKER: DD = SURVEY DISK
 NT0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0210_SP_SET: BRIDGE
 NT0210_STAMPING: 5904 B 1909 R
 NT0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0210
 NT0210  HISTORY     - Date     Condition        Report By
 NT0210  HISTORY     - 1909     MONUMENTED       USGS
 NT0210  HISTORY     - 1934     GOOD             NGS
 NT0210
 NT0210                          STATION DESCRIPTION
 NT0210
 NT0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0210'0.6 MI SE FROM GEORGETOWN.
 NT0210'ABOUT 0.6 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NT0210'STATION AT GEORGETOWN, BEAR LAKE COUNTY, ABOUT 1 MILE NORTHWEST OF THE
 NT0210'SPUR AT WOOLEYS, AND IN THE TOP OF THE SOUTHWEST CORNER OF A BRIDGE
 NT0210'OVER BEAR RIVER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 NT0210'STAMPED 5904 B 1909 R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0137 ***********************************************************************
 QA0137  DESIGNATION -  5906.04
 QA0137  PID         -  QA0137
 QA0137  STATE/COUNTY-  ID/CUSTER
 QA0137  USGS QUAD   -  SUNBEAM (1964)
 QA0137
 QA0137                         *CURRENT SURVEY CONTROL
 QA0137  ___________________________________________________________________
 QA0137* NAD 83(1986)-  44 15 56.     (N)    114 43 08.     (W)     SCALED    
 QA0137* NAVD 88     -      1799.231  (meters)    5902.98   (feet)  ADJUSTED  
 QA0137  ___________________________________________________________________
 QA0137  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 QA0137  DYNAMIC HT  -        1798.165 (meters)    5899.48  (feet)  COMP
 QA0137  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 QA0137
 QA0137  VERT ORDER  -  SECOND    CLASS 0
 QA0137
 QA0137.The horizontal coordinates were scaled from a topographic map and have
 QA0137.an estimated accuracy of +/- 6 seconds.
 QA0137
 QA0137.The orthometric height was determined by differential leveling
 QA0137.and adjusted by the National Geodetic Survey in June 1991..
 QA0137
 QA0137.The geoid height was determined by GEOID03.
 QA0137
 QA0137.The dynamic height is computed by dividing the NAVD 88
 QA0137.geopotential number by the normal gravity value computed on the
 QA0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0137.degrees latitude (g = 980.6199 gals.).
 QA0137
 QA0137.The modeled gravity was interpolated from observed gravity values.
 QA0137
 QA0137;                    North         East    Units  Estimated Accuracy
 QA0137;SPC ID C     -   288,950.      442,600.      MT  (+/- 180 meters Scaled)
 QA0137
 QA0137                          SUPERSEDED SURVEY CONTROL
 QA0137
 QA0137  NGVD 29 (??/??/92) 1797.94   (m)         5898.7    (f) COMPUTED    2 0
 QA0137
 QA0137.Superseded values are not recommended for survey control.
 QA0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0137.See file dsdata.txt to determine how the superseded data were derived.
 QA0137
 QA0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK820038(NAD 83)
 QA0137_MARKER: DD = SURVEY DISK
 QA0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0137_SP_SET: CULVERT
 QA0137_STAMPING: 39 26 K 5906.04 34
 QA0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0137
 QA0137  HISTORY     - Date     Condition        Report By
 QA0137  HISTORY     - UNK      MONUMENTED       BPR
 QA0137  HISTORY     - 1960     GOOD             NGS
 QA0137
 QA0137                          STATION DESCRIPTION
 QA0137
 QA0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0137'1.0 MI E FROM SUNBEAM.
 QA0137'0.05 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QA0137'SUNBEAM, THENCE 0.95 MILE EAST ALONG U.S. HIGHWAY 93, AT THE JUNCTION
 QA0137'OF A ROAD LEADING NORTH TO A CAMPGROUND, IN THE TOP AND 0.6 FOOT EAST
 QA0137'OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF AN 18-INCH PIPE
 QA0137'CULVERT UNDER THE HIGHWAY, 14 FEET NORTH OF THE CENTER LINE OF THE
 QA0137'HIGHWAY 110 FEET EAST OF THE CENTER LINE OF THE ENTRANCE ROAD, AND
 QA0137'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0408 ***********************************************************************
 RY0408  DESIGNATION -  5910.2
 RY0408  PID         -  RY0408
 RY0408  STATE/COUNTY-  ID/CLEARWATER
 RY0408  USGS QUAD   -  HEMLOCK BUTTE (1994)
 RY0408
 RY0408                         *CURRENT SURVEY CONTROL
 RY0408  ___________________________________________________________________
 RY0408* NAD 83(1986)-  46 28 21.     (N)    115 37 52.     (W)     SCALED    
 RY0408* NAVD 88     -      1802.543  (meters)    5913.84   (feet)  ADJUSTED  
 RY0408  ___________________________________________________________________
 RY0408  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 RY0408  DYNAMIC HT  -        1802.016 (meters)    5912.11  (feet)  COMP
 RY0408  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 RY0408
 RY0408  VERT ORDER  -  FIRST     CLASS II
 RY0408
 RY0408.The horizontal coordinates were scaled from a topographic map and have
 RY0408.an estimated accuracy of +/- 6 seconds.
 RY0408
 RY0408.The orthometric height was determined by differential leveling
 RY0408.and adjusted by the National Geodetic Survey in June 1991..
 RY0408
 RY0408.The geoid height was determined by GEOID03.
 RY0408
 RY0408.The dynamic height is computed by dividing the NAVD 88
 RY0408.geopotential number by the normal gravity value computed on the
 RY0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0408.degrees latitude (g = 980.6199 gals.).
 RY0408
 RY0408.The modeled gravity was interpolated from observed gravity values.
 RY0408
 RY0408;                    North         East    Units  Estimated Accuracy
 RY0408;SPC ID W     -   533,970.      809,130.      MT  (+/- 180 meters Scaled)
 RY0408
 RY0408                          SUPERSEDED SURVEY CONTROL
 RY0408
 RY0408  NGVD 29 (??/??/92) 1801.262  (m)         5909.64   (f) ADJ UNCH    1 2
 RY0408
 RY0408.Superseded values are not recommended for survey control.
 RY0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0408.See file dsdata.txt to determine how the superseded data were derived.
 RY0408
 RY0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM050474(NAD 83)
 RY0408_MARKER: Q = CHISELED SQUARE
 RY0408_SETTING: 80 = SET IN A BOULDER
 RY0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0408+STABILITY: SURFACE MOTION
 RY0408
 RY0408  HISTORY     - Date     Condition        Report By
 RY0408  HISTORY     - UNK      MONUMENTED       USGS
 RY0408  HISTORY     - 1950     GOOD             NGS
 RY0408
 RY0408                          STATION DESCRIPTION
 RY0408
 RY0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0408'15.7 MI E FROM PIERCE.
 RY0408'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0408'PIERCE, THENCE 15.0 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, ON A
 RY0408'SUMMIT, AT THE JUNCTION OF A DIRT ROAD LEADNG NORTH TO HEMLOCK BUTTE
 RY0408'LOOKOUT, 49 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 31.7 FEET
 RY0408'SOUTHWEST OF A WHITE SIGN READING TRAIL NO.65 AND 4 DEWEY LOOKOUT AND
 RY0408'9 MUSSELSHELL CREEK, 16 FEET SOUTH OF A STUMP WITH THE WHITE PAINTED
 RY0408'LETTERS AND NUMBERS USBM 5910/2, 6.5 FEET SOUTHEAST OF A TELEPHONE
 RY0408'POLE, AND IN THE TOP OF A SMALL BOULDER ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0205 ***********************************************************************
 NT0205  DESIGNATION -  5914 B
 NT0205  PID         -  NT0205
 NT0205  STATE/COUNTY-  ID/BEAR LAKE
 NT0205  USGS QUAD   -  GEORGETOWN (1970)
 NT0205
 NT0205                         *CURRENT SURVEY CONTROL
 NT0205  ___________________________________________________________________
 NT0205* NAD 83(1986)-  42 22 43.     (N)    111 20 49.     (W)     SCALED    
 NT0205* NAVD 88     -      1804.458  (meters)    5920.13   (feet)  ADJUSTED  
 NT0205  ___________________________________________________________________
 NT0205  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 NT0205  DYNAMIC HT  -        1803.087 (meters)    5915.63  (feet)  COMP
 NT0205  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 NT0205
 NT0205  VERT ORDER  -  SECOND    CLASS 0
 NT0205
 NT0205.The horizontal coordinates were scaled from a topographic map and have
 NT0205.an estimated accuracy of +/- 6 seconds.
 NT0205
 NT0205.The orthometric height was determined by differential leveling
 NT0205.and adjusted by the National Geodetic Survey in June 1991..
 NT0205
 NT0205.The geoid height was determined by GEOID03.
 NT0205
 NT0205.The dynamic height is computed by dividing the NAVD 88
 NT0205.geopotential number by the normal gravity value computed on the
 NT0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0205.degrees latitude (g = 980.6199 gals.).
 NT0205
 NT0205.The modeled gravity was interpolated from observed gravity values.
 NT0205
 NT0205;                    North         East    Units  Estimated Accuracy
 NT0205;SPC ID E     -    79,400.      267,510.      MT  (+/- 180 meters Scaled)
 NT0205
 NT0205                          SUPERSEDED SURVEY CONTROL
 NT0205
 NT0205  NGVD 29 (??/??/92) 1803.211  (m)         5916.03   (f) ADJ UNCH    2 0
 NT0205
 NT0205.Superseded values are not recommended for survey control.
 NT0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0205.See file dsdata.txt to determine how the superseded data were derived.
 NT0205
 NT0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM714918(NAD 83)
 NT0205_MARKER: DD = SURVEY DISK
 NT0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0205_SP_SET: FOUNDATION
 NT0205_STAMPING: 5914 B 1909
 NT0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0205
 NT0205  HISTORY     - Date     Condition        Report By
 NT0205  HISTORY     - 1909     MONUMENTED       USGS
 NT0205  HISTORY     - 1934     GOOD             NGS
 NT0205
 NT0205                          STATION DESCRIPTION
 NT0205
 NT0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0205'4.5 MI NW FROM MONTPELIER.
 NT0205'ABOUT 4.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NT0205'STATION AT MONTPELIER, BEAR LAKE COUNTY, AT A BRIDGE OVER BEAR RIVER,
 NT0205'AND IN THE TOP OF THE CONCRETE FOUNDATION, IN THE SOUTHWEST CORNER. A
 NT0205'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5914 B 1909 T.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0101 ***********************************************************************
 QA0101  DESIGNATION -  5921
 QA0101  PID         -  QA0101
 QA0101  STATE/COUNTY-  ID/CUSTER
 QA0101  USGS QUAD   -  ROBINSON BAR (1964)
 QA0101
 QA0101                         *CURRENT SURVEY CONTROL
 QA0101  ___________________________________________________________________
 QA0101* NAD 83(1986)-  44 14 50.     (N)    114 40 41.     (W)     SCALED    
 QA0101* NAVD 88     -      1806.679  (meters)    5927.41   (feet)  ADJUSTED  
 QA0101  ___________________________________________________________________
 QA0101  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 QA0101  DYNAMIC HT  -        1805.616 (meters)    5923.93  (feet)  COMP
 QA0101  MODELED GRAV-     979,966.4   (mgal)                       NAVD 88
 QA0101
 QA0101  VERT ORDER  -  SECOND    CLASS 0
 QA0101
 QA0101.The horizontal coordinates were scaled from a topographic map and have
 QA0101.an estimated accuracy of +/- 6 seconds.
 QA0101
 QA0101.The orthometric height was determined by differential leveling
 QA0101.and adjusted by the National Geodetic Survey in June 1991..
 QA0101
 QA0101.The geoid height was determined by GEOID03.
 QA0101
 QA0101.The dynamic height is computed by dividing the NAVD 88
 QA0101.geopotential number by the normal gravity value computed on the
 QA0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0101.degrees latitude (g = 980.6199 gals.).
 QA0101
 QA0101.The modeled gravity was interpolated from observed gravity values.
 QA0101
 QA0101;                    North         East    Units  Estimated Accuracy
 QA0101;SPC ID C     -   286,890.      445,850.      MT  (+/- 180 meters Scaled)
 QA0101
 QA0101                          SUPERSEDED SURVEY CONTROL
 QA0101
 QA0101  NGVD 29 (??/??/92) 1805.400  (m)         5923.22   (f) ADJ UNCH    2 0
 QA0101
 QA0101.Superseded values are not recommended for survey control.
 QA0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0101.See file dsdata.txt to determine how the superseded data were derived.
 QA0101
 QA0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK853019(NAD 83)
 QA0101_MARKER: DD = SURVEY DISK
 QA0101_SETTING: 80 = SET IN A BOULDER
 QA0101_STAMPING: 5921 1916
 QA0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0101+STABILITY: SURFACE MOTION
 QA0101
 QA0101  HISTORY     - Date     Condition        Report By
 QA0101  HISTORY     - 1916     MONUMENTED       USGS
 QA0101  HISTORY     - 1955     GOOD             NGS
 QA0101
 QA0101                          STATION DESCRIPTION
 QA0101
 QA0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0101'IN ROBINSON BAR.
 QA0101'AT ROBINSON BAR, ON OLD HIGHWAY 93, ABOUT 140 FEET EAST FROM WARM
 QA0101'SPRING CREEK, ABOUT 68 FEET NORTHWEST FROM THE NORTH END OF THE WALK
 QA0101'LEADING TO THE ROBINSON BAR GUEST RANCH HOUSE, ABOUT 52 FEET SOUTHWEST
 QA0101'OF A GATE, 40 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 17 FEET SOUTH
 QA0101'OF A FENCE LINE, 3 1/2 FEET NORTHEAST OF A SMALL EVERGREEN TREE, SET
 QA0101'IN THE TOP OF A 4 X 4 FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0444 ***********************************************************************
 NU0444  DESIGNATION -  5944
 NU0444  PID         -  NU0444
 NU0444  STATE/COUNTY-  ID/POWER
 NU0444  USGS QUAD   -  CEDARHILL (1973)
 NU0444
 NU0444                         *CURRENT SURVEY CONTROL
 NU0444  ___________________________________________________________________
 NU0444* NAD 83(1986)-  42 19 54.     (N)    112 41 07.     (W)     SCALED    
 NU0444* NAVD 88     -      1812.797  (meters)    5947.48   (feet)  ADJUSTED  
 NU0444  ___________________________________________________________________
 NU0444  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 NU0444  DYNAMIC HT  -        1811.558 (meters)    5943.42  (feet)  COMP
 NU0444  MODELED GRAV-     979,872.9   (mgal)                       NAVD 88
 NU0444
 NU0444  VERT ORDER  -  SECOND    CLASS 0
 NU0444
 NU0444.The horizontal coordinates were scaled from a topographic map and have
 NU0444.an estimated accuracy of +/- 6 seconds.
 NU0444
 NU0444.The orthometric height was determined by differential leveling
 NU0444.and adjusted by the National Geodetic Survey in June 1991..
 NU0444
 NU0444.The geoid height was determined by GEOID03.
 NU0444
 NU0444.The dynamic height is computed by dividing the NAVD 88
 NU0444.geopotential number by the normal gravity value computed on the
 NU0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0444.degrees latitude (g = 980.6199 gals.).
 NU0444
 NU0444.The modeled gravity was interpolated from observed gravity values.
 NU0444
 NU0444;                    North         East    Units  Estimated Accuracy
 NU0444;SPC ID E     -    73,990.      157,260.      MT  (+/- 180 meters Scaled)
 NU0444
 NU0444                          SUPERSEDED SURVEY CONTROL
 NU0444
 NU0444  NGVD 29 (??/??/92) 1811.668  (m)         5943.78   (f) ADJ UNCH    2 0
 NU0444
 NU0444.Superseded values are not recommended for survey control.
 NU0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0444.See file dsdata.txt to determine how the superseded data were derived.
 NU0444
 NU0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM611879(NAD 83)
 NU0444_MARKER: Q = CHISELED SQUARE
 NU0444_SETTING: 80 = SET IN A BOULDER
 NU0444_SP_SET: BOULDER
 NU0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0444+STABILITY: SURFACE MOTION
 NU0444
 NU0444  HISTORY     - Date     Condition        Report By
 NU0444  HISTORY     - UNK      MONUMENTED       USGS
 NU0444  HISTORY     - 1934     GOOD             NGS
 NU0444
 NU0444                          STATION DESCRIPTION
 NU0444
 NU0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0444'14.2 MI SW FROM ARBON.
 NU0444'14.2 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE LATTER DAY SAINTS
 NU0444'CHURCH AT ARBON, POWER COUNTY, ON A QUARTZITE BOULDER, AND 15 FEET
 NU0444'EAST OF THE CENTER LINE OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0441 ***********************************************************************
 NU0441  DESIGNATION -  5945
 NU0441  PID         -  NU0441
 NU0441  STATE/COUNTY-  ID/POWER
 NU0441  USGS QUAD   -  CEDARHILL (1973)
 NU0441
 NU0441                         *CURRENT SURVEY CONTROL
 NU0441  ___________________________________________________________________
 NU0441* NAD 83(1986)-  42 18 01.     (N)    112 41 03.     (W)     SCALED    
 NU0441* NAVD 88     -      1813.178  (meters)    5948.73   (feet)  ADJUSTED  
 NU0441  ___________________________________________________________________
 NU0441  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 NU0441  DYNAMIC HT  -        1811.941 (meters)    5944.68  (feet)  COMP
 NU0441  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 NU0441
 NU0441  VERT ORDER  -  SECOND    CLASS 0
 NU0441
 NU0441.The horizontal coordinates were scaled from a topographic map and have
 NU0441.an estimated accuracy of +/- 6 seconds.
 NU0441
 NU0441.The orthometric height was determined by differential leveling
 NU0441.and adjusted by the National Geodetic Survey in June 1991..
 NU0441
 NU0441.The geoid height was determined by GEOID03.
 NU0441
 NU0441.The dynamic height is computed by dividing the NAVD 88
 NU0441.geopotential number by the normal gravity value computed on the
 NU0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0441.degrees latitude (g = 980.6199 gals.).
 NU0441
 NU0441.The modeled gravity was interpolated from observed gravity values.
 NU0441
 NU0441;                    North         East    Units  Estimated Accuracy
 NU0441;SPC ID E     -    70,500.      157,330.      MT  (+/- 180 meters Scaled)
 NU0441
 NU0441                          SUPERSEDED SURVEY CONTROL
 NU0441
 NU0441  NGVD 29 (??/??/92) 1812.052  (m)         5945.04   (f) ADJ UNCH    2 0
 NU0441
 NU0441.Superseded values are not recommended for survey control.
 NU0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0441.See file dsdata.txt to determine how the superseded data were derived.
 NU0441
 NU0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM611844(NAD 83)
 NU0441_MARKER: Q = CHISELED SQUARE
 NU0441_SETTING: 80 = SET IN A BOULDER
 NU0441_SP_SET: BOULDER
 NU0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0441+STABILITY: SURFACE MOTION
 NU0441
 NU0441  HISTORY     - Date     Condition        Report By
 NU0441  HISTORY     - UNK      MONUMENTED       USGS
 NU0441  HISTORY     - 1934     GOOD             NGS
 NU0441
 NU0441                          STATION DESCRIPTION
 NU0441
 NU0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0441'16.4 MI SW FROM ARBON.
 NU0441'16.4 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE LATTER DAY SAINTS
 NU0441'CHURCH AT ARBON, POWER COUNTY, ON THE TOP OF A LAVA BOULDER, AND 15
 NU0441'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0063 ***********************************************************************
 OZ0063  DESIGNATION -  5949
 OZ0063  PID         -  OZ0063
 OZ0063  STATE/COUNTY-  ID/BLAINE
 OZ0063  USGS QUAD   -  GRIFFIN BUTTE (1967)
 OZ0063
 OZ0063                         *CURRENT SURVEY CONTROL
 OZ0063  ___________________________________________________________________
 OZ0063* NAD 83(1986)-  43 43 14.     (N)    114 22 42.     (W)     SCALED    
 OZ0063* NAVD 88     -      1813.483  (meters)    5949.74   (feet)  ADJUSTED  
 OZ0063  ___________________________________________________________________
 OZ0063  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 OZ0063  DYNAMIC HT  -        1812.346 (meters)    5946.01  (feet)  COMP
 OZ0063  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 OZ0063
 OZ0063  VERT ORDER  -  SECOND    CLASS 0
 OZ0063
 OZ0063.The horizontal coordinates were scaled from a topographic map and have
 OZ0063.an estimated accuracy of +/- 6 seconds.
 OZ0063
 OZ0063.The orthometric height was determined by differential leveling
 OZ0063.and adjusted by the National Geodetic Survey in June 1991..
 OZ0063
 OZ0063.The geoid height was determined by GEOID03.
 OZ0063
 OZ0063.The dynamic height is computed by dividing the NAVD 88
 OZ0063.geopotential number by the normal gravity value computed on the
 OZ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0063.degrees latitude (g = 980.6199 gals.).
 OZ0063
 OZ0063.The modeled gravity was interpolated from observed gravity values.
 OZ0063
 OZ0063;                    North         East    Units  Estimated Accuracy
 OZ0063;SPC ID C     -   228,220.      469,520.      MT  (+/- 180 meters Scaled)
 OZ0063
 OZ0063                          SUPERSEDED SURVEY CONTROL
 OZ0063
 OZ0063  NGVD 29 (??/??/92) 1812.220  (m)         5945.59   (f) ADJ UNCH    2 0
 OZ0063
 OZ0063.Superseded values are not recommended for survey control.
 OZ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0063.See file dsdata.txt to determine how the superseded data were derived.
 OZ0063
 OZ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ111441(NAD 83)
 OZ0063_MARKER: DD = SURVEY DISK
 OZ0063_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OZ0063_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OZ0063_STAMPING: 5949
 OZ0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0063
 OZ0063  HISTORY     - Date     Condition        Report By
 OZ0063  HISTORY     - UNK      MONUMENTED       USGS
 OZ0063  HISTORY     - 1934     GOOD             NGS
 OZ0063  HISTORY     - 20060913 MARK NOT FOUND   USGS
 OZ0063
 OZ0063                          STATION DESCRIPTION
 OZ0063
 OZ0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0063'2.5 MI NW FROM KETCHUM.
 OZ0063'2.5 MILES NORTHWEST ALONG NEW U. S. HIGHWAY 93 FROM THE OREGON SHORT
 OZ0063'LINE RAILROAD STATION AT KETCHUM, BLAINE COUNTY, 75 FEET SOUTHWEST OF
 OZ0063'THE MIDDLE OF A SMALL CONCRETE CULVERT, 30 FEET NORTHEAST OF THE
 OZ0063'NORTHEAST END OF THE WOODEN BRIDGE OVER WOOD RIVER, 75 FEET SOUTHWEST
 OZ0063'OF THE CENTERLINE OF THE HIGHWAY, AND RIVETED ON THE TOP OF A
 OZ0063'3-1/2-INCH IRON PIPE.
 OZ0063
 OZ0063                          STATION RECOVERY (2006)
 OZ0063
 OZ0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0228 ***********************************************************************
 NT0228  DESIGNATION -  5953
 NT0228  PID         -  NT0228
 NT0228  STATE/COUNTY-  ID/BEAR LAKE
 NT0228  USGS QUAD   -  ST CHARLES (1969)
 NT0228
 NT0228                         *CURRENT SURVEY CONTROL
 NT0228  ___________________________________________________________________
 NT0228* NAD 83(1986)-  42 07 23.     (N)    111 23 30.     (W)     SCALED    
 NT0228* NAVD 88     -      1816.641  (meters)    5960.10   (feet)  ADJUSTED  
 NT0228  ___________________________________________________________________
 NT0228  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 NT0228  DYNAMIC HT  -        1815.238 (meters)    5955.49  (feet)  COMP
 NT0228  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 NT0228
 NT0228  VERT ORDER  -  SECOND    CLASS 0
 NT0228
 NT0228.The horizontal coordinates were scaled from a topographic map and have
 NT0228.an estimated accuracy of +/- 6 seconds.
 NT0228
 NT0228.The orthometric height was determined by differential leveling
 NT0228.and adjusted by the National Geodetic Survey in June 1991..
 NT0228
 NT0228.The geoid height was determined by GEOID03.
 NT0228
 NT0228.The dynamic height is computed by dividing the NAVD 88
 NT0228.geopotential number by the normal gravity value computed on the
 NT0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0228.degrees latitude (g = 980.6199 gals.).
 NT0228
 NT0228.The modeled gravity was interpolated from observed gravity values.
 NT0228
 NT0228;                    North         East    Units  Estimated Accuracy
 NT0228;SPC ID E     -    50,980.      264,080.      MT  (+/- 180 meters Scaled)
 NT0228
 NT0228                          SUPERSEDED SURVEY CONTROL
 NT0228
 NT0228  NGVD 29 (??/??/92) 1815.420  (m)         5956.09   (f) ADJ UNCH    2 0
 NT0228
 NT0228.Superseded values are not recommended for survey control.
 NT0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0228.See file dsdata.txt to determine how the superseded data were derived.
 NT0228
 NT0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM676635(NAD 83)
 NT0228_MARKER: P = PIPE CAP
 NT0228_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0228_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0228_STAMPING: B 1909 5953 40
 NT0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0228
 NT0228  HISTORY     - Date     Condition        Report By
 NT0228  HISTORY     - 1909     MONUMENTED       USGS
 NT0228  HISTORY     - 1934     GOOD             NGS
 NT0228
 NT0228                          STATION DESCRIPTION
 NT0228
 NT0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0228'IN ST CHARLES.
 NT0228'AT THE NORTHEAST END OF ST. CHARLES, ON U.S. HIGHWAY 89, OPPOSITE THE
 NT0228'INTERSECTION OF THE BEAR LAKE HOT SPRINGS ROAD, AT THE WEST EDGE OF
 NT0228'THE ROAD, 35 FEET EAST OF A FRAME HOUSE, AND IN LINE WITH THE FENCE. A
 NT0228'USGS STANDARD CAP, STAMPED B 1909 5953 40 AND RIVETED ON THE TOP OF A
 NT0228'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0139 ***********************************************************************
 QA0139  DESIGNATION -  5959.86
 QA0139  PID         -  QA0139
 QA0139  STATE/COUNTY-  ID/CUSTER
 QA0139  USGS QUAD   -  SUNBEAM (1964)
 QA0139
 QA0139                         *CURRENT SURVEY CONTROL
 QA0139  ___________________________________________________________________
 QA0139* NAD 83(1986)-  44 16 13.     (N)    114 44 03.     (W)     SCALED    
 QA0139* NAVD 88     -      1815.637  (meters)    5956.80   (feet)  ADJUSTED  
 QA0139  ___________________________________________________________________
 QA0139  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 QA0139  DYNAMIC HT  -        1814.562 (meters)    5953.28  (feet)  COMP
 QA0139  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 QA0139
 QA0139  VERT ORDER  -  SECOND    CLASS 0
 QA0139
 QA0139.The horizontal coordinates were scaled from a topographic map and have
 QA0139.an estimated accuracy of +/- 6 seconds.
 QA0139
 QA0139.The orthometric height was determined by differential leveling
 QA0139.and adjusted by the National Geodetic Survey in June 1991..
 QA0139
 QA0139.The geoid height was determined by GEOID03.
 QA0139
 QA0139.The dynamic height is computed by dividing the NAVD 88
 QA0139.geopotential number by the normal gravity value computed on the
 QA0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0139.degrees latitude (g = 980.6199 gals.).
 QA0139
 QA0139.The modeled gravity was interpolated from observed gravity values.
 QA0139
 QA0139;                    North         East    Units  Estimated Accuracy
 QA0139;SPC ID C     -   289,490.      441,390.      MT  (+/- 180 meters Scaled)
 QA0139
 QA0139                          SUPERSEDED SURVEY CONTROL
 QA0139
 QA0139  NGVD 29 (??/??/92) 1814.346  (m)         5952.57   (f) ADJ UNCH    2 0
 QA0139
 QA0139.Superseded values are not recommended for survey control.
 QA0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0139.See file dsdata.txt to determine how the superseded data were derived.
 QA0139
 QA0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK808043(NAD 83)
 QA0139_MARKER: DD = SURVEY DISK
 QA0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0139_SP_SET: BRIDGE
 QA0139_STAMPING: 26 K 35 5959.86
 QA0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0139
 QA0139  HISTORY     - Date     Condition        Report By
 QA0139  HISTORY     - UNK      MONUMENTED       BPR
 QA0139  HISTORY     - 1960     GOOD             NGS
 QA0139
 QA0139                          STATION DESCRIPTION
 QA0139
 QA0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0139'0.1 MI S FROM SUNBEAM.
 QA0139'0.05 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QA0139'SUNBEAM, THENCE 0.05 MILE SOUTHEAST ALONG U.S. HIGHWAY 93, IN TOP OF
 QA0139'THE NORTHWEST END OF THE SOUTHWEST CONCRETE CURB OF A CONCRETE BRIDGE
 QA0139'OVER YANKEE FORK OF THE SALMON RIVER, 12 FEET SOUTHWEST OF THE CENTER
 QA0139'LINE OF THE HIGHWAY, 3.2 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 QA0139'CURB, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0202 ***********************************************************************
 NT0202  DESIGNATION -  5962
 NT0202  PID         -  NT0202
 NT0202  STATE/COUNTY-  ID/BEAR LAKE
 NT0202  USGS QUAD   -  MONTPELIER (1967)
 NT0202
 NT0202                         *CURRENT SURVEY CONTROL
 NT0202  ___________________________________________________________________
 NT0202* NAD 83(1986)-  42 19 03.     (N)    111 18 09.     (W)     SCALED    
 NT0202* NAVD 88     -      1819.179  (meters)    5968.42   (feet)  ADJUSTED  
 NT0202  ___________________________________________________________________
 NT0202  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 NT0202  DYNAMIC HT  -        1817.790 (meters)    5963.87  (feet)  COMP
 NT0202  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 NT0202
 NT0202  VERT ORDER  -  SECOND    CLASS 0
 NT0202
 NT0202.The horizontal coordinates were scaled from a topographic map and have
 NT0202.an estimated accuracy of +/- 6 seconds.
 NT0202
 NT0202.The orthometric height was determined by differential leveling
 NT0202.and adjusted by the National Geodetic Survey in June 1991..
 NT0202
 NT0202.The geoid height was determined by GEOID03.
 NT0202
 NT0202.The dynamic height is computed by dividing the NAVD 88
 NT0202.geopotential number by the normal gravity value computed on the
 NT0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0202.degrees latitude (g = 980.6199 gals.).
 NT0202
 NT0202.The modeled gravity was interpolated from observed gravity values.
 NT0202
 NT0202;                    North         East    Units  Estimated Accuracy
 NT0202;SPC ID E     -    72,650.      271,240.      MT  (+/- 180 meters Scaled)
 NT0202
 NT0202                          SUPERSEDED SURVEY CONTROL
 NT0202
 NT0202  NGVD 29 (??/??/92) 1817.940  (m)         5964.36   (f) ADJ UNCH    2 0
 NT0202
 NT0202.Superseded values are not recommended for survey control.
 NT0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0202.See file dsdata.txt to determine how the superseded data were derived.
 NT0202
 NT0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM750850(NAD 83)
 NT0202_MARKER: DD = SURVEY DISK
 NT0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0202_SP_SET: WALL
 NT0202_STAMPING: 5962
 NT0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0202
 NT0202  HISTORY     - Date     Condition        Report By
 NT0202  HISTORY     - UNK      MONUMENTED       USGS
 NT0202  HISTORY     - 1934     GOOD             NGS
 NT0202
 NT0202                          STATION DESCRIPTION
 NT0202
 NT0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0202'IN MONTPELIER.
 NT0202'AT MONTPELIER, BEAR LAKE COUNTY, AT THE HIGH SCHOOL GYMNASIUMM, 60
 NT0202'FEET WEST OF THE CENTER LINE OF SIXTH STREET, 54 FEET SOUTH OF THE
 NT0202'CENTER LINE OF WASHINGTON STREET, IN THE TOP OF THE CONCRETE SIDE WALL
 NT0202'TO THE STEPS IN FRONT OF THE GYMNASIUM, 5.5 FEET EAST OF THE CENTER
 NT0202'LINE OF THE MAIN ENTRANCE TO THE BUILDING, AND ABOUT 3.5 FEET ABOVE
 NT0202'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 NT0202'5962.  NOTE-- IT WAS REPORTED IN 1934, THAT THE STAMPING WAS
 NT0202'ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0126 ***********************************************************************
 NU0126  DESIGNATION -  5964.6
 NU0126  PID         -  NU0126
 NU0126  STATE/COUNTY-  ID/BANNOCK
 NU0126  USGS QUAD   -  CLIFTON CREEK (1968)
 NU0126
 NU0126                         *CURRENT SURVEY CONTROL
 NU0126  ___________________________________________________________________
 NU0126* NAD 83(1986)-  42 41 41.     (N)    112 26 53.     (W)     SCALED    
 NU0126* NAVD 88     -      1819.089  (meters)    5968.13   (feet)  ADJUSTED  
 NU0126  ___________________________________________________________________
 NU0126  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 NU0126  DYNAMIC HT  -        1817.883 (meters)    5964.17  (feet)  COMP
 NU0126  MODELED GRAV-     979,892.7   (mgal)                       NAVD 88
 NU0126
 NU0126  VERT ORDER  -  SECOND    CLASS 0
 NU0126
 NU0126.The horizontal coordinates were scaled from a topographic map and have
 NU0126.an estimated accuracy of +/- 6 seconds.
 NU0126
 NU0126.The orthometric height was determined by differential leveling
 NU0126.and adjusted by the National Geodetic Survey in June 1991..
 NU0126
 NU0126.The geoid height was determined by GEOID03.
 NU0126
 NU0126.The dynamic height is computed by dividing the NAVD 88
 NU0126.geopotential number by the normal gravity value computed on the
 NU0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0126.degrees latitude (g = 980.6199 gals.).
 NU0126
 NU0126.The modeled gravity was interpolated from observed gravity values.
 NU0126
 NU0126;                    North         East    Units  Estimated Accuracy
 NU0126;SPC ID E     -   114,230.      176,940.      MT  (+/- 180 meters Scaled)
 NU0126
 NU0126                          SUPERSEDED SURVEY CONTROL
 NU0126
 NU0126  NGVD 29 (??/??/92) 1817.945  (m)         5964.37   (f) ADJ UNCH    2 0
 NU0126
 NU0126.Superseded values are not recommended for survey control.
 NU0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0126.See file dsdata.txt to determine how the superseded data were derived.
 NU0126
 NU0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN813279(NAD 83)
 NU0126_MARKER: N = NAIL
 NU0126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU0126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0126
 NU0126  HISTORY     - Date     Condition        Report By
 NU0126  HISTORY     - UNK      MONUMENTED       USGS
 NU0126  HISTORY     - 1960     GOOD             NGS
 NU0126
 NU0126                          STATION DESCRIPTION
 NU0126
 NU0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0126'3.5 MI SW FROM BANNOCK RANGER STATION.
 NU0126'ABOUT 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 38 FROM BANNOCK RANGER
 NU0126'STATION, BANNOCK COUNTY, AT MINK CREEK SUMMIT, ABOUT 25 FEET SOUTHWEST
 NU0126'OF A FORK TO THE EAST, AND 70 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NU0126'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 NU0126'WASHER, SET IN THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0224 ***********************************************************************
 NT0224  DESIGNATION -  5966
 NT0224  PID         -  NT0224
 NT0224  STATE/COUNTY-  ID/BEAR LAKE
 NT0224  USGS QUAD   -  PARIS (1980)
 NT0224
 NT0224                         *CURRENT SURVEY CONTROL
 NT0224  ___________________________________________________________________
 NT0224* NAD 83(1986)-  42 13 38.     (N)    111 24 02.     (W)     SCALED    
 NT0224* NAVD 88     -      1820.338  (meters)    5972.23   (feet)  ADJUSTED  
 NT0224  ___________________________________________________________________
 NT0224  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 NT0224  DYNAMIC HT  -        1818.942 (meters)    5967.65  (feet)  COMP
 NT0224  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 NT0224
 NT0224  VERT ORDER  -  SECOND    CLASS 0
 NT0224
 NT0224.The horizontal coordinates were scaled from a topographic map and have
 NT0224.an estimated accuracy of +/- 6 seconds.
 NT0224
 NT0224.The orthometric height was determined by differential leveling
 NT0224.and adjusted by the National Geodetic Survey in June 1991..
 NT0224
 NT0224.The geoid height was determined by GEOID03.
 NT0224
 NT0224.The dynamic height is computed by dividing the NAVD 88
 NT0224.geopotential number by the normal gravity value computed on the
 NT0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0224.degrees latitude (g = 980.6199 gals.).
 NT0224
 NT0224.The modeled gravity was interpolated from observed gravity values.
 NT0224
 NT0224;                    North         East    Units  Estimated Accuracy
 NT0224;SPC ID E     -    62,540.      263,240.      MT  (+/- 180 meters Scaled)
 NT0224
 NT0224                          SUPERSEDED SURVEY CONTROL
 NT0224
 NT0224  NGVD 29 (??/??/92) 1819.111  (m)         5968.20   (f) ADJ UNCH    2 0
 NT0224
 NT0224.Superseded values are not recommended for survey control.
 NT0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0224.See file dsdata.txt to determine how the superseded data were derived.
 NT0224
 NT0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM669750(NAD 83)
 NT0224_MARKER: DD = SURVEY DISK
 NT0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0224_SP_SET: BUILDING
 NT0224_STAMPING: 5966 B 1909 38
 NT0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0224
 NT0224  HISTORY     - Date     Condition        Report By
 NT0224  HISTORY     - 1909     MONUMENTED       USGS
 NT0224  HISTORY     - 1934     GOOD             NGS
 NT0224
 NT0224                          STATION DESCRIPTION
 NT0224
 NT0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0224'IN PARIS.
 NT0224'AT PARIS, BEAR LAKE COUNTY, IN THE SOUTHWEST CORNER OF THE COUNTY
 NT0224'COURTHOUSE, AND 5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0652 ***********************************************************************
 OY0652  DESIGNATION -  5977.6
 OY0652  PID         -  OY0652
 OY0652  STATE/COUNTY-  ID/BUTTE
 OY0652  USGS QUAD   -  INFERNO CONE (1972)
 OY0652
 OY0652                         *CURRENT SURVEY CONTROL
 OY0652  ___________________________________________________________________
 OY0652* NAD 83(1986)-  43 27 22.     (N)    113 34 27.     (W)     SCALED    
 OY0652* NAVD 88     -      1822.593  (meters)    5979.62   (feet)  POSTED    
 OY0652  ___________________________________________________________________
 OY0652  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 OY0652  DYNAMIC HT  -        1821.480 (meters)    5975.97  (feet)  COMP
 OY0652  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 OY0652
 OY0652  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0652
 OY0652.The horizontal coordinates were scaled from a topographic map and have
 OY0652.an estimated accuracy of +/- 6 seconds.
 OY0652
 OY0652.The orthometric height was determined by differential leveling
 OY0652.and adjusted by the National Geodetic Survey in 1992..
 OY0652.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0652.rate greater than 8.0 mm/km.
 OY0652
 OY0652.The geoid height was determined by GEOID03.
 OY0652
 OY0652.The dynamic height is computed by dividing the NAVD 88
 OY0652.geopotential number by the normal gravity value computed on the
 OY0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0652.degrees latitude (g = 980.6199 gals.).
 OY0652
 OY0652.The modeled gravity was interpolated from observed gravity values.
 OY0652
 OY0652;                    North         East    Units  Estimated Accuracy
 OY0652;SPC ID C     -   198,860.      534,460.      MT  (+/- 180 meters Scaled)
 OY0652
 OY0652                          SUPERSEDED SURVEY CONTROL
 OY0652
 OY0652  NGVD 29 (??/??/92) 1821.48   (m)         5976.0    (f) COMPUTED    2 0
 OY0652
 OY0652.Superseded values are not recommended for survey control.
 OY0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0652.See file dsdata.txt to determine how the superseded data were derived.
 OY0652
 OY0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP917146(NAD 83)
 OY0652_MARKER: N = NAIL
 OY0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0652_SP_SET: TREE
 OY0652_STAMPING: 5977.6
 OY0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0652
 OY0652  HISTORY     - Date     Condition        Report By
 OY0652  HISTORY     - UNK      MONUMENTED       USGS
 OY0652  HISTORY     - 1958     MARK NOT FOUND   NGS
 OY0652
 OY0652                          STATION DESCRIPTION
 OY0652
 OY0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0652'23.5 MI SW FROM ARCO.
 OY0652'23.5 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE COUNTY COURTHOUSE
 OY0652'AT ARCO, BUTTE COUNTY, 0.6 MILE WEST OF THE HEADQUARTERS OF THE
 OY0652'CRATERS OF THE MOON NATIONAL MONUMENT, 67 FEET NORTH OF THE CENTERLINE
 OY0652'OF THE HIGHWAY, AND IN A ROOT OF A 40-INCH FORKED LIMBER PINE TREE
 OY0652'PAINTED USBM 5977.6.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 OY0652'COPPER NAIL AND WASHER, STAMPED 5977.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0138 ***********************************************************************
 QA0138  DESIGNATION -  5978.25
 QA0138  PID         -  QA0138
 QA0138  STATE/COUNTY-  ID/CUSTER
 QA0138  USGS QUAD   -  SUNBEAM (1964)
 QA0138
 QA0138                         *CURRENT SURVEY CONTROL
 QA0138  ___________________________________________________________________
 QA0138* NAD 83(1986)-  44 16 00.     (N)    114 43 47.     (W)     SCALED    
 QA0138* NAVD 88     -      1802.973  (meters)    5915.25   (feet)  ADJUSTED  
 QA0138  ___________________________________________________________________
 QA0138  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 QA0138  DYNAMIC HT  -        1801.900 (meters)    5911.73  (feet)  COMP
 QA0138  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 QA0138
 QA0138  VERT ORDER  -  SECOND    CLASS 0
 QA0138
 QA0138.The horizontal coordinates were scaled from a topographic map and have
 QA0138.an estimated accuracy of +/- 6 seconds.
 QA0138
 QA0138.The orthometric height was determined by differential leveling
 QA0138.and adjusted by the National Geodetic Survey in June 1991..
 QA0138
 QA0138.The geoid height was determined by GEOID03.
 QA0138
 QA0138.The dynamic height is computed by dividing the NAVD 88
 QA0138.geopotential number by the normal gravity value computed on the
 QA0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0138.degrees latitude (g = 980.6199 gals.).
 QA0138
 QA0138.The modeled gravity was interpolated from observed gravity values.
 QA0138
 QA0138;                    North         East    Units  Estimated Accuracy
 QA0138;SPC ID C     -   289,080.      441,740.      MT  (+/- 180 meters Scaled)
 QA0138
 QA0138                          SUPERSEDED SURVEY CONTROL
 QA0138
 QA0138  NGVD 29 (??/??/92) 1801.676  (m)         5911.00   (f) ADJ UNCH    2 0
 QA0138
 QA0138.Superseded values are not recommended for survey control.
 QA0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0138.See file dsdata.txt to determine how the superseded data were derived.
 QA0138
 QA0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK812039(NAD 83)
 QA0138_MARKER: DD = SURVEY DISK
 QA0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0138_SP_SET: CULVERT
 QA0138_STAMPING: 5978.25 26 K 37
 QA0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0138
 QA0138  HISTORY     - Date     Condition        Report By
 QA0138  HISTORY     - UNK      MONUMENTED       BPR
 QA0138  HISTORY     - 1960     GOOD             NGS
 QA0138
 QA0138                          STATION DESCRIPTION
 QA0138
 QA0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0138'0.45 MI E FROM SUNBEAM.
 QA0138'0.05 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QA0138'SUNBEAM, THENCE 0.4 MILE EAST ALONG U.S. HIGHWAY 93, IN THE TOP AND
 QA0138'0.5 FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD
 QA0138'WALL OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 16 FEET NORTHEAST
 QA0138'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0585 ***********************************************************************
 SV0585  DESIGNATION -  598 AND 566
 SV0585  PID         -  SV0585
 SV0585  STATE/COUNTY-  ID/KOOTENAI
 SV0585  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0585
 SV0585                         *CURRENT SURVEY CONTROL
 SV0585  ___________________________________________________________________
 SV0585* NAD 83(1986)-  47 41 51.     (N)    116 48 27.     (W)     SCALED    
 SV0585* NAVD 88     -       677.613  (meters)    2223.14   (feet)  ADJUSTED  
 SV0585  ___________________________________________________________________
 SV0585  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 SV0585  DYNAMIC HT  -         677.639 (meters)    2223.22  (feet)  COMP
 SV0585  MODELED GRAV-     980,628.7   (mgal)                       NAVD 88
 SV0585
 SV0585  VERT ORDER  -  SECOND    CLASS 0
 SV0585
 SV0585.The horizontal coordinates were scaled from a topographic map and have
 SV0585.an estimated accuracy of +/- 6 seconds.
 SV0585
 SV0585.The orthometric height was determined by differential leveling
 SV0585.and adjusted by the National Geodetic Survey in June 1991..
 SV0585
 SV0585.The geoid height was determined by GEOID03.
 SV0585
 SV0585.The dynamic height is computed by dividing the NAVD 88
 SV0585.geopotential number by the normal gravity value computed on the
 SV0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0585.degrees latitude (g = 980.6199 gals.).
 SV0585
 SV0585.The modeled gravity was interpolated from observed gravity values.
 SV0585
 SV0585;                    North         East    Units  Estimated Accuracy
 SV0585;SPC ID W     -   670,680.      720,630.      MT  (+/- 180 meters Scaled)
 SV0585
 SV0585                          SUPERSEDED SURVEY CONTROL
 SV0585
 SV0585  NGVD 29 (??/??/92)  676.459  (m)         2219.35   (f) ADJ UNCH    2 0
 SV0585
 SV0585.Superseded values are not recommended for survey control.
 SV0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0585.See file dsdata.txt to determine how the superseded data were derived.
 SV0585
 SV0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN144826(NAD 83)
 SV0585_MARKER: DD = SURVEY DISK
 SV0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0585_STAMPING: R.P.P.T.L. 598 AND 566 R.P.P.O.T. 00 17A.E.
 SV0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0585+STABILITY: SURFACE MOTION
 SV0585
 SV0585  HISTORY     - Date     Condition        Report By
 SV0585  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0585  HISTORY     - 1952     GOOD             NGS
 SV0585  HISTORY     - 1959     MARK NOT FOUND   NGS
 SV0585
 SV0585                          STATION DESCRIPTION
 SV0585
 SV0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0585'1.6 MI NW FROM COEUR DALENE.
 SV0585'1.6 MILES NORTHWEST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE
 SV0585'AT COEUR DALENE, 78 FEET NORTHWEST OF THE SOUTHEAST END OF A CUT, 60
 SV0585'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13.4 FEET NORTHEAST
 SV0585'OF A TRIANGULAR CONCRETE POST PROJECTING 3 1/2 FEET ABOVE THE GROUND
 SV0585'MARKED F1 - FG1.53 (8), ABOUT 7 FEET HIGHER THAN THE HIGHWAY, AND SET
 SV0585'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SV0585
 SV0585                          STATION RECOVERY (1959)
 SV0585
 SV0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SV0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0192 ***********************************************************************
 NT0192  DESIGNATION -  5983
 NT0192  PID         -  NT0192
 NT0192  STATE/COUNTY-  ID/BEAR LAKE
 NT0192  USGS QUAD   -  PEGRAM (1970)
 NT0192
 NT0192                         *CURRENT SURVEY CONTROL
 NT0192  ___________________________________________________________________
 NT0192* NAD 83(1986)-  42 12 52.     (N)    111 13 20.     (W)     SCALED    
 NT0192* NAVD 88     -      1825.572  (meters)    5989.40   (feet)  ADJUSTED  
 NT0192  ___________________________________________________________________
 NT0192  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NT0192  DYNAMIC HT  -        1824.164 (meters)    5984.78  (feet)  COMP
 NT0192  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 NT0192
 NT0192  VERT ORDER  -  SECOND    CLASS 0
 NT0192
 NT0192.The horizontal coordinates were scaled from a topographic map and have
 NT0192.an estimated accuracy of +/- 6 seconds.
 NT0192
 NT0192.The orthometric height was determined by differential leveling
 NT0192.and adjusted by the National Geodetic Survey in June 1991..
 NT0192
 NT0192.The geoid height was determined by GEOID03.
 NT0192
 NT0192.The dynamic height is computed by dividing the NAVD 88
 NT0192.geopotential number by the normal gravity value computed on the
 NT0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0192.degrees latitude (g = 980.6199 gals.).
 NT0192
 NT0192.The modeled gravity was interpolated from observed gravity values.
 NT0192
 NT0192;                    North         East    Units  Estimated Accuracy
 NT0192;SPC ID E     -    61,270.      277,980.      MT  (+/- 180 meters Scaled)
 NT0192
 NT0192                          SUPERSEDED SURVEY CONTROL
 NT0192
 NT0192  NGVD 29 (??/??/92) 1824.328  (m)         5985.32   (f) ADJ UNCH    2 0
 NT0192
 NT0192.Superseded values are not recommended for survey control.
 NT0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0192.See file dsdata.txt to determine how the superseded data were derived.
 NT0192
 NT0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM816736(NAD 83)
 NT0192_MARKER: DB = BENCH MARK DISK
 NT0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0192_SP_SET: ABUTMENT
 NT0192_STAMPING: 5983 B 1909 32
 NT0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0192
 NT0192  HISTORY     - Date     Condition        Report By
 NT0192  HISTORY     - 1909     MONUMENTED       USGS
 NT0192  HISTORY     - 1970     GOOD             USGS
 NT0192
 NT0192                          STATION DESCRIPTION
 NT0192
 NT0192'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NT0192'1.5 MI E FROM DINGLE.
 NT0192'ABOUT 1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 NT0192'AT DINGLE, BEAR LAKE COUNTY, AT A BRIDGE, AND IN THE TOP OF THE
 NT0192'SOUTHEAST ABUTMENT ABOUT FOURTEEN FEET NORTHEAST OF THE TRACK.  A
 NT0192'UNITED STATES GEOLOGICAL SURVEY DISK, STAMPED 5983 B 1909 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0735 ***********************************************************************
 OY0735  DESIGNATION -  5988
 OY0735  PID         -  OY0735
 OY0735  STATE/COUNTY-  ID/CUSTER
 OY0735  USGS QUAD   -  MACKAY RESERVOIR (1991)
 OY0735
 OY0735                         *CURRENT SURVEY CONTROL
 OY0735  ___________________________________________________________________
 OY0735* NAD 83(1986)-  43 56 48.     (N)    113 39 05.     (W)     SCALED    
 OY0735* NAVD 88     -      1825.915  (meters)    5990.52   (feet)  POSTED    
 OY0735  ___________________________________________________________________
 OY0735  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 OY0735  DYNAMIC HT  -        1824.770 (meters)    5986.77  (feet)  COMP
 OY0735  MODELED GRAV-     979,929.7   (mgal)                       NAVD 88
 OY0735
 OY0735  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0735
 OY0735.The horizontal coordinates were scaled from a topographic map and have
 OY0735.an estimated accuracy of +/- 6 seconds.
 OY0735
 OY0735.The orthometric height was determined by differential leveling
 OY0735.and adjusted by the National Geodetic Survey in 1992..
 OY0735.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0735.rate greater than 8.0 mm/km.
 OY0735
 OY0735.The geoid height was determined by GEOID03.
 OY0735
 OY0735.The dynamic height is computed by dividing the NAVD 88
 OY0735.geopotential number by the normal gravity value computed on the
 OY0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0735.degrees latitude (g = 980.6199 gals.).
 OY0735
 OY0735.The modeled gravity was interpolated from observed gravity values.
 OY0735
 OY0735;                    North         East    Units  Estimated Accuracy
 OY0735;SPC ID C     -   253,330.      527,980.      MT  (+/- 180 meters Scaled)
 OY0735
 OY0735                          SUPERSEDED SURVEY CONTROL
 OY0735
 OY0735  NGVD 29 (??/??/92) 1824.894  (m)         5987.17   (f) ADJ UNCH    2 0
 OY0735
 OY0735.Superseded values are not recommended for survey control.
 OY0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0735.See file dsdata.txt to determine how the superseded data were derived.
 OY0735
 OY0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP872693(NAD 83)
 OY0735_MARKER: P = PIPE CAP
 OY0735_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0735_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0735_STAMPING: 5988 1912 31
 OY0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0735
 OY0735  HISTORY     - Date     Condition        Report By
 OY0735  HISTORY     - 1912     MONUMENTED       USGS
 OY0735  HISTORY     - 1936     GOOD             NGS
 OY0735
 OY0735                          STATION DESCRIPTION
 OY0735
 OY0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0735'3.7 MI NW FROM MACKAY.
 OY0735'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE OREGON SHORT LINE
 OY0735'RAILROAD STATION AT MACKAY, CUSTER COUNTY, 800 FEET EAST OF THE CENTER
 OY0735'OF THE INTERSECTION OF AN OLD STAGE ROAD, 840 FEET NORTH OF THE
 OY0735'CENTERLINE OF THE HIGHWAY, 126 FEET SOUTH OF THE SOUTHWEST CORNER OF
 OY0735'THE JOE CRESTO RANCH HOUSE, 21 FEET WEST OF THE CENTER OF A WAGON
 OY0735'GATE, 24 FEET NORTH OF THE CENTERLINE OF THE OLD STATE ROAD, AND 0.5
 OY0735'FOOT NORTH OF A WIRE FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 OY0735'STANDARD CAP, STAMPED 5988 1912 31 AND RIVETED ON THE TOP OF A
 OY0735'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0140 ***********************************************************************
 QA0140  DESIGNATION -  5991.55
 QA0140  PID         -  QA0140
 QA0140  STATE/COUNTY-  ID/CUSTER
 QA0140  USGS QUAD   -  SUNBEAM (1964)
 QA0140
 QA0140                         *CURRENT SURVEY CONTROL
 QA0140  ___________________________________________________________________
 QA0140* NAD 83(1986)-  44 16 15.     (N)    114 44 12.     (W)     SCALED    
 QA0140* NAVD 88     -      1825.299  (meters)    5988.50   (feet)  ADJUSTED  
 QA0140  ___________________________________________________________________
 QA0140  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 QA0140  DYNAMIC HT  -        1824.219 (meters)    5984.96  (feet)  COMP
 QA0140  MODELED GRAV-     979,962.5   (mgal)                       NAVD 88
 QA0140
 QA0140  VERT ORDER  -  SECOND    CLASS 0
 QA0140
 QA0140.The horizontal coordinates were scaled from a topographic map and have
 QA0140.an estimated accuracy of +/- 6 seconds.
 QA0140
 QA0140.The orthometric height was determined by differential leveling
 QA0140.and adjusted by the National Geodetic Survey in June 1991..
 QA0140
 QA0140.The geoid height was determined by GEOID03.
 QA0140
 QA0140.The dynamic height is computed by dividing the NAVD 88
 QA0140.geopotential number by the normal gravity value computed on the
 QA0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0140.degrees latitude (g = 980.6199 gals.).
 QA0140
 QA0140.The modeled gravity was interpolated from observed gravity values.
 QA0140
 QA0140;                    North         East    Units  Estimated Accuracy
 QA0140;SPC ID C     -   289,550.      441,190.      MT  (+/- 180 meters Scaled)
 QA0140
 QA0140                          SUPERSEDED SURVEY CONTROL
 QA0140
 QA0140  NGVD 29 (??/??/92) 1824.010  (m)         5984.27   (f) ADJ UNCH    2 0
 QA0140
 QA0140.Superseded values are not recommended for survey control.
 QA0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0140.See file dsdata.txt to determine how the superseded data were derived.
 QA0140
 QA0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK806044(NAD 83)
 QA0140_MARKER: DD = SURVEY DISK
 QA0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0140_SP_SET: CULVERT
 QA0140_STAMPING: 5991.55 34 26 K
 QA0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0140
 QA0140  HISTORY     - Date     Condition        Report By
 QA0140  HISTORY     - UNK      MONUMENTED       BPR
 QA0140  HISTORY     - 1960     GOOD             NGS
 QA0140
 QA0140                          STATION DESCRIPTION
 QA0140
 QA0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0140'0.2 MI SW FROM SUNBEAM.
 QA0140'0.05 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 QA0140'SUNBEAM, THENCE 0.15 MILE WEST ALONG U.S. HIGHWAY 93, ON THE INSIDE OF
 QA0140'A CURVE, IN TOP OF THE CENTER OF A LONG CONCRETE RETAINING WALL, 13
 QA0140'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6.4 FEET NORTHEAST
 QA0140'OF THE CENTER OF THE SOUTHEAST END OF AN 18-INCH PIPE CULVERT UNDER
 QA0140'THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0106 ***********************************************************************
 QB0106  DESIGNATION -  6
 QB0106  PID         -  QB0106
 QB0106  STATE/COUNTY-  ID/VALLEY
 QB0106  USGS QUAD   -  MC CALL (1973)
 QB0106
 QB0106                         *CURRENT SURVEY CONTROL
 QB0106  ___________________________________________________________________
 QB0106* NAD 83(1986)-  44 59 43.     (N)    116 04 12.     (W)     SCALED    
 QB0106* NAVD 88     -      1526.988  (meters)    5009.79   (feet)  ADJUSTED  
 QB0106  ___________________________________________________________________
 QB0106  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 QB0106  DYNAMIC HT  -        1526.342 (meters)    5007.67  (feet)  COMP
 QB0106  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 QB0106
 QB0106  VERT ORDER  -  SECOND    CLASS 0
 QB0106
 QB0106.The horizontal coordinates were scaled from a topographic map and have
 QB0106.an estimated accuracy of +/- 6 seconds.
 QB0106
 QB0106.The orthometric height was determined by differential leveling
 QB0106.and adjusted by the National Geodetic Survey in June 1991..
 QB0106
 QB0106.The geoid height was determined by GEOID03.
 QB0106
 QB0106.The dynamic height is computed by dividing the NAVD 88
 QB0106.geopotential number by the normal gravity value computed on the
 QB0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0106.degrees latitude (g = 980.6199 gals.).
 QB0106
 QB0106.The modeled gravity was interpolated from observed gravity values.
 QB0106
 QB0106;                    North         East    Units  Estimated Accuracy
 QB0106;SPC ID W     -   369,830.      774,770.      MT  (+/- 180 meters Scaled)
 QB0106
 QB0106                          SUPERSEDED SURVEY CONTROL
 QB0106
 QB0106  NGVD 29 (??/??/92) 1525.818  (m)         5005.95   (f) ADJ UNCH    2 0
 QB0106
 QB0106.Superseded values are not recommended for survey control.
 QB0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0106.See file dsdata.txt to determine how the superseded data were derived.
 QB0106
 QB0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK733828(NAD 83)
 QB0106_MARKER: DD = SURVEY DISK
 QB0106_SETTING: 80 = SET IN A BOULDER
 QB0106_SP_SET: BOULDER
 QB0106_STAMPING: 6 55 5006 65
 QB0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0106+STABILITY: SURFACE MOTION
 QB0106
 QB0106  HISTORY     - Date     Condition        Report By
 QB0106  HISTORY     - UNK      MONUMENTED       BPR
 QB0106  HISTORY     - 1959     GOOD             NGS
 QB0106
 QB0106                          STATION DESCRIPTION
 QB0106
 QB0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QB0106'7.45 MI N FROM MCCALL.
 QB0106'7.45 MILES NORTH ALONG AN ASPHALT ROAD LEADING TO BURGDORF FROM THE
 QB0106'JUNCTION OF STATE HIGHWAY 15 AT MCCALL, NEAR THE SOUTH END OF A CUT,
 QB0106'ON THE OUTSIDE OF A SLIGHT CURVE, IN TOP OF AN 8-BY 8-FOOT GRANITE
 QB0106'BOULDER WHICH PROJECTS ABOUT 5 FEET ABOVE THE GROUND, 43 FEET WEST OF
 QB0106'THE CENTER LINE OF THE ROAD, 9.2 FEET NORTHWEST OF A WITNESS POST, AND
 QB0106'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0233 ***********************************************************************
 OZ0233  DESIGNATION -  6
 OZ0233  PID         -  OZ0233
 OZ0233  STATE/COUNTY-  ID/CAMAS
 OZ0233  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0233
 OZ0233                         *CURRENT SURVEY CONTROL
 OZ0233  ___________________________________________________________________
 OZ0233* NAD 83(1986)-  43 20 31.     (N)    114 43 15.     (W)     SCALED    
 OZ0233* NAVD 88     -      1534.976  (meters)    5036.00   (feet)  ADJUSTED  
 OZ0233  ___________________________________________________________________
 OZ0233  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 OZ0233  DYNAMIC HT  -        1534.092 (meters)    5033.10  (feet)  COMP
 OZ0233  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 OZ0233
 OZ0233  VERT ORDER  -  SECOND    CLASS 0
 OZ0233
 OZ0233.The horizontal coordinates were scaled from a topographic map and have
 OZ0233.an estimated accuracy of +/- 6 seconds.
 OZ0233
 OZ0233.The orthometric height was determined by differential leveling
 OZ0233.and adjusted by the National Geodetic Survey in June 1991..
 OZ0233
 OZ0233.The geoid height was determined by GEOID03.
 OZ0233
 OZ0233.The dynamic height is computed by dividing the NAVD 88
 OZ0233.geopotential number by the normal gravity value computed on the
 OZ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0233.degrees latitude (g = 980.6199 gals.).
 OZ0233
 OZ0233.The modeled gravity was interpolated from observed gravity values.
 OZ0233
 OZ0233;                    North         East    Units  Estimated Accuracy
 OZ0233;SPC ID C     -   186,340.      441,550.      MT  (+/- 180 meters Scaled)
 OZ0233
 OZ0233                          SUPERSEDED SURVEY CONTROL
 OZ0233
 OZ0233  NGVD 29 (??/??/92) 1533.899  (m)         5032.47   (f) ADJ UNCH    2 0
 OZ0233
 OZ0233.Superseded values are not recommended for survey control.
 OZ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0233.See file dsdata.txt to determine how the superseded data were derived.
 OZ0233
 OZ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ847013(NAD 83)
 OZ0233_MARKER: DD = SURVEY DISK
 OZ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0233+STABILITY: SURFACE MOTION
 OZ0233
 OZ0233  HISTORY     - Date     Condition        Report By
 OZ0233  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0233  HISTORY     - 1950     GOOD             NGS
 OZ0233  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0233
 OZ0233                          STATION DESCRIPTION
 OZ0233
 OZ0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0233'3.9 MI E FROM FAIRFIELD.
 OZ0233'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0233'THENCE 3.6 MILES EAST ALONG STATE HIGHWAY 68, 0.5 MILE WEST OF A DIRT
 OZ0233'ROAD CROSSING, 0.1 MILE EAST OF A WOODEN BRIDGE OVER AN IRRIGATION
 OZ0233'DITCH, 310 FEET EAST OF THE CENTER OF THE SOUTH END OF THE EAST ONE OF
 OZ0233'A DOUBLE CORRUGATED METAL PIPE CULVERT, 42 FEET SOUTH OF THE CENTER
 OZ0233'LINE OF THE HIGHWAY, 39 FEET EAST OF A TELEPHONE POLE, ABOUT 1 LOWER
 OZ0233'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 OZ0233'FOOT ABOVE THE GROUND.
 OZ0233
 OZ0233                          STATION RECOVERY (1981)
 OZ0233
 OZ0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0411 ***********************************************************************
 RZ0411  DESIGNATION -  6
 RZ0411  PID         -  RZ0411
 RZ0411  STATE/COUNTY-  ID/LATAH
 RZ0411  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0411
 RZ0411                         *CURRENT SURVEY CONTROL
 RZ0411  ___________________________________________________________________
 RZ0411* NAD 83(1986)-  46 42 45.     (N)    116 52 46.     (W)     SCALED    
 RZ0411* NAVD 88     -       797.517  (meters)    2616.52   (feet)  ADJUSTED  
 RZ0411  ___________________________________________________________________
 RZ0411  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 RZ0411  DYNAMIC HT  -         797.458 (meters)    2616.33  (feet)  COMP
 RZ0411  MODELED GRAV-     980,513.7   (mgal)                       NAVD 88
 RZ0411
 RZ0411  VERT ORDER  -  SECOND    CLASS 0
 RZ0411
 RZ0411.The horizontal coordinates were scaled from a topographic map and have
 RZ0411.an estimated accuracy of +/- 6 seconds.
 RZ0411
 RZ0411.The orthometric height was determined by differential leveling
 RZ0411.and adjusted by the National Geodetic Survey in June 1991..
 RZ0411
 RZ0411.The geoid height was determined by GEOID03.
 RZ0411
 RZ0411.The dynamic height is computed by dividing the NAVD 88
 RZ0411.geopotential number by the normal gravity value computed on the
 RZ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0411.degrees latitude (g = 980.6199 gals.).
 RZ0411
 RZ0411.The modeled gravity was interpolated from observed gravity values.
 RZ0411
 RZ0411;                    North         East    Units  Estimated Accuracy
 RZ0411;SPC ID W     -   561,260.      713,650.      MT  (+/- 180 meters Scaled)
 RZ0411
 RZ0411                          SUPERSEDED SURVEY CONTROL
 RZ0411
 RZ0411  NGVD 29 (??/??/92)  796.423  (m)         2612.93   (f) ADJ UNCH    2 0
 RZ0411
 RZ0411.Superseded values are not recommended for survey control.
 RZ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0411.See file dsdata.txt to determine how the superseded data were derived.
 RZ0411
 RZ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM092732(NAD 83)
 RZ0411_MARKER: DD = SURVEY DISK
 RZ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0411_STAMPING: NO 6
 RZ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0411+STABILITY: SURFACE MOTION
 RZ0411
 RZ0411  HISTORY     - Date     Condition        Report By
 RZ0411  HISTORY     - UNK      MONUMENTED       IDPWD
 RZ0411  HISTORY     - 1952     GOOD             NGS
 RZ0411
 RZ0411                          STATION DESCRIPTION
 RZ0411
 RZ0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0411'6.1 MI W FROM TROY.
 RZ0411'6.1 MILES WEST ALONG STATE HIGHWAY 8 FROM THE BANK BUILDING AT TROY,
 RZ0411'6.4 MILES EAST OF MOSCOW, 36.0 FEET NORTH OF THE CENTER LINE OF THE
 RZ0411'HIGHWAY, 1.7 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 RZ0411'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 RZ0411'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0147 ***********************************************************************
 PZ0147  DESIGNATION -  6
 PZ0147  PID         -  PZ0147
 PZ0147  STATE/COUNTY-  ID/CLARK
 PZ0147  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0147
 PZ0147                         *CURRENT SURVEY CONTROL
 PZ0147  ___________________________________________________________________
 PZ0147* NAD 83(1986)-  44 23 58.     (N)    112 11 45.     (W)     SCALED    
 PZ0147* NAVD 88     -      1823.798  (meters)    5983.58   (feet)  ADJUSTED  
 PZ0147  ___________________________________________________________________
 PZ0147  GEOID HEIGHT-         -10.03  (meters)                     GEOID03
 PZ0147  DYNAMIC HT  -        1822.826 (meters)    5980.39  (feet)  COMP
 PZ0147  MODELED GRAV-     980,019.6   (mgal)                       NAVD 88
 PZ0147
 PZ0147  VERT ORDER  -  FIRST     CLASS II
 PZ0147
 PZ0147.The horizontal coordinates were scaled from a topographic map and have
 PZ0147.an estimated accuracy of +/- 6 seconds.
 PZ0147
 PZ0147.The orthometric height was determined by differential leveling
 PZ0147.and adjusted by the National Geodetic Survey in June 1991..
 PZ0147
 PZ0147.The geoid height was determined by GEOID03.
 PZ0147
 PZ0147.The dynamic height is computed by dividing the NAVD 88
 PZ0147.geopotential number by the normal gravity value computed on the
 PZ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0147.degrees latitude (g = 980.6199 gals.).
 PZ0147
 PZ0147.The modeled gravity was interpolated from observed gravity values.
 PZ0147
 PZ0147;                    North         East    Units  Estimated Accuracy
 PZ0147;SPC ID E     -   303,580.      197,680.      MT  (+/- 180 meters Scaled)
 PZ0147
 PZ0147                          SUPERSEDED SURVEY CONTROL
 PZ0147
 PZ0147  NGVD 29 (??/??/92) 1822.560  (m)         5979.52   (f) ADJ UNCH    1 2
 PZ0147
 PZ0147.Superseded values are not recommended for survey control.
 PZ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0147.See file dsdata.txt to determine how the superseded data were derived.
 PZ0147
 PZ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ047169(NAD 83)
 PZ0147_MARKER: DD = SURVEY DISK
 PZ0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0147_SP_SET: CULVERT
 PZ0147_STAMPING: 6 5980.33
 PZ0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0147
 PZ0147  HISTORY     - Date     Condition        Report By
 PZ0147  HISTORY     - UNK      MONUMENTED       BPR
 PZ0147  HISTORY     - 1967     GOOD             NGS
 PZ0147
 PZ0147                          STATION DESCRIPTION
 PZ0147
 PZ0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0147'3.0 MI N FROM SPENCER.
 PZ0147'3.0 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER, 0.05
 PZ0147'MILE NORTH OF THE CROSSING OF A TELEPHONE LINE, IN THE TOP AND 1.1
 PZ0147'FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A
 PZ0147'16-INCH PIPE CULVERT, 24 1/2 FEET EAST OF THE CENTER LINE OF THE
 PZ0147'HIGHWAY, 97 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A DRIVEWAY
 PZ0147'WEST TO THE TELEPHONE BUILDING, AND ABOUT 2 FEET LOWER THAN THE
 PZ0147'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0458 ***********************************************************************
 SV0458  DESIGNATION -  6
 SV0458  PID         -  SV0458
 SV0458  STATE/COUNTY-  ID/KOOTENAI
 SV0458  USGS QUAD   -  LANE (1981)
 SV0458
 SV0458                         *CURRENT SURVEY CONTROL
 SV0458  ___________________________________________________________________
 SV0458* NAD 83(1986)-  47 37 29.     (N)    116 34 19.     (W)     SCALED    
 SV0458* NAVD 88     -       747.937  (meters)    2453.86   (feet)  ADJUSTED  
 SV0458  ___________________________________________________________________
 SV0458  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 SV0458  DYNAMIC HT  -         747.933 (meters)    2453.84  (feet)  COMP
 SV0458  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 SV0458
 SV0458  VERT ORDER  -  SECOND    CLASS 0
 SV0458
 SV0458.The horizontal coordinates were scaled from a topographic map and have
 SV0458.an estimated accuracy of +/- 6 seconds.
 SV0458
 SV0458.The orthometric height was determined by differential leveling
 SV0458.and adjusted by the National Geodetic Survey in June 1991..
 SV0458
 SV0458.The geoid height was determined by GEOID03.
 SV0458
 SV0458.The dynamic height is computed by dividing the NAVD 88
 SV0458.geopotential number by the normal gravity value computed on the
 SV0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0458.degrees latitude (g = 980.6199 gals.).
 SV0458
 SV0458.The modeled gravity was interpolated from observed gravity values.
 SV0458
 SV0458;                    North         East    Units  Estimated Accuracy
 SV0458;SPC ID W     -   662,370.      738,220.      MT  (+/- 180 meters Scaled)
 SV0458
 SV0458                          SUPERSEDED SURVEY CONTROL
 SV0458
 SV0458  NGVD 29 (??/??/92)  746.789  (m)         2450.09   (f) ADJ UNCH    2 0
 SV0458
 SV0458.Superseded values are not recommended for survey control.
 SV0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0458.See file dsdata.txt to determine how the superseded data were derived.
 SV0458
 SV0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN321746(NAD 83)
 SV0458_MARKER: DD = SURVEY DISK
 SV0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0458_SP_SET: CULVERT
 SV0458_STAMPING: BM 6 2451.90 1934
 SV0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0458
 SV0458  HISTORY     - Date     Condition        Report By
 SV0458  HISTORY     - 1934     MONUMENTED       BPR
 SV0458  HISTORY     - 1957     MARK NOT FOUND   USGS
 SV0458
 SV0458                          STATION DESCRIPTION
 SV0458
 SV0458'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SV0458'15.1 MI E FROM COEUR DALENE.
 SV0458'15.1 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT COEUR D
 SV0458'ALENE, KOOTENAI COUNTY, AT THE NORTHEAST END OF A LARGE CUT NORTHWEST
 SV0458'OF THE HIGHWAY, 40 FEET NORTHWEST OF THE CENTERLINE OF A CREEK, 23.5
 SV0458'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, ON THE OUTSIDE OF A
 SV0458'CURVE IN THE HIGHWAY, AND IN THE CENTER OF THE TOP OF THE NORTHWEST
 SV0458'HEADWALL OF A CONCRETE CULVERT.  A UNITED STATES BUREAU OF PUBLIC
 SV0458'ROADS STANDARD DISK, STAMPED BM 6 2451.90 1934.  NOTE-- ROAD
 SV0458'CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0460 ***********************************************************************
 OZ0460  DESIGNATION -  6
 OZ0460  PID         -  OZ0460
 OZ0460  STATE/COUNTY-  ID/ELMORE
 OZ0460  USGS QUAD   -  PINE (1973)
 OZ0460
 OZ0460                         *CURRENT SURVEY CONTROL
 OZ0460  ___________________________________________________________________
 OZ0460* NAD 83(1986)-  43 28 49.     (N)    115 18 39.     (W)     SCALED    
 OZ0460* NAVD 88     -      1289.534  (meters)    4230.75   (feet)  ADJUSTED  
 OZ0460  ___________________________________________________________________
 OZ0460  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 OZ0460  DYNAMIC HT  -        1288.857 (meters)    4228.52  (feet)  COMP
 OZ0460  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 OZ0460
 OZ0460  VERT ORDER  -  SECOND    CLASS 0
 OZ0460
 OZ0460.The horizontal coordinates were scaled from a topographic map and have
 OZ0460.an estimated accuracy of +/- 6 seconds.
 OZ0460
 OZ0460.The orthometric height was determined by differential leveling
 OZ0460.and adjusted by the National Geodetic Survey in June 1991..
 OZ0460
 OZ0460.The geoid height was determined by GEOID03.
 OZ0460
 OZ0460.The dynamic height is computed by dividing the NAVD 88
 OZ0460.geopotential number by the normal gravity value computed on the
 OZ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0460.degrees latitude (g = 980.6199 gals.).
 OZ0460
 OZ0460.The modeled gravity was interpolated from observed gravity values.
 OZ0460
 OZ0460;                    North         East    Units  Estimated Accuracy
 OZ0460;SPC ID W     -   201,540.      835,530.      MT  (+/- 180 meters Scaled)
 OZ0460
 OZ0460                          SUPERSEDED SURVEY CONTROL
 OZ0460
 OZ0460  NGVD 29 (??/??/92) 1288.470  (m)         4227.26   (f) ADJ UNCH    2 0
 OZ0460
 OZ0460.Superseded values are not recommended for survey control.
 OZ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0460.See file dsdata.txt to determine how the superseded data were derived.
 OZ0460
 OZ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ366155(NAD 83)
 OZ0460_MARKER: DD = SURVEY DISK
 OZ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0460+STABILITY: SURFACE MOTION
 OZ0460
 OZ0460  HISTORY     - Date     Condition        Report By
 OZ0460  HISTORY     - UNK      MONUMENTED       BOR
 OZ0460  HISTORY     - 1950     GOOD             NGS
 OZ0460
 OZ0460                          STATION DESCRIPTION
 OZ0460
 OZ0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0460'0.3 MI S FROM PINE.
 OZ0460'0.3 MILE SOUTH ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0460'PINE, 0.1 MILE NORTHWEST OF DISTRICT NO. 5 SCHOOL, ON THE NORTHEAST
 OZ0460'SLOPE OF A HILL, 61 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 OZ0460'ROAD, 49.5 FEET NORTH OF THE NORTHWEST FENCE CORNER OF A CEMETERY
 OZ0460'FENCE, 2.8 FEET EAST OF A RED AND WHITE PAINTED STEEL ROD CEMENTED IN
 OZ0460'THE MIDDLE OF A CAIRN, 2.1 FEET NORTH OF A WITNESS POST, ABOUT 10 FEET
 OZ0460'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OZ0460'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0225 ***********************************************************************
 RA0225  DESIGNATION -  6 A
 RA0225  PID         -  RA0225
 RA0225  STATE/COUNTY-  ID/IDAHO
 RA0225  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA0225
 RA0225                         *CURRENT SURVEY CONTROL
 RA0225  ___________________________________________________________________
 RA0225* NAD 83(1986)-  45 25 12.     (N)    116 07 46.     (W)     SCALED    
 RA0225* NAVD 88     -       566.560  (meters)    1858.79   (feet)  ADJUSTED  
 RA0225  ___________________________________________________________________
 RA0225  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 RA0225  DYNAMIC HT  -         566.422 (meters)    1858.34  (feet)  COMP
 RA0225  MODELED GRAV-     980,356.5   (mgal)                       NAVD 88
 RA0225
 RA0225  VERT ORDER  -  SECOND    CLASS 0
 RA0225
 RA0225.The horizontal coordinates were scaled from a topographic map and have
 RA0225.an estimated accuracy of +/- 6 seconds.
 RA0225
 RA0225.The orthometric height was determined by differential leveling
 RA0225.and adjusted by the National Geodetic Survey in June 1991..
 RA0225
 RA0225.The geoid height was determined by GEOID03.
 RA0225
 RA0225.The dynamic height is computed by dividing the NAVD 88
 RA0225.geopotential number by the normal gravity value computed on the
 RA0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0225.degrees latitude (g = 980.6199 gals.).
 RA0225
 RA0225.The modeled gravity was interpolated from observed gravity values.
 RA0225
 RA0225;                    North         East    Units  Estimated Accuracy
 RA0225;SPC ID W     -   417,050.      770,300.      MT  (+/- 180 meters Scaled)
 RA0225
 RA0225                          SUPERSEDED SURVEY CONTROL
 RA0225
 RA0225  NGVD 29 (??/??/92)  565.485  (m)         1855.26   (f) ADJ UNCH    2 0
 RA0225
 RA0225.Superseded values are not recommended for survey control.
 RA0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0225.See file dsdata.txt to determine how the superseded data were derived.
 RA0225
 RA0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL681299(NAD 83)
 RA0225_MARKER: DD = SURVEY DISK
 RA0225_SETTING: 80 = SET IN A BOULDER
 RA0225_SP_SET: BOULDER
 RA0225_STAMPING: 6 A 1938
 RA0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0225+STABILITY: SURFACE MOTION
 RA0225
 RA0225  HISTORY     - Date     Condition        Report By
 RA0225  HISTORY     - 1938     MONUMENTED       USGS
 RA0225  HISTORY     - 1945     GOOD             NGS
 RA0225  HISTORY     - 19950619 GOOD             USPSQD
 RA0225
 RA0225                          STATION DESCRIPTION
 RA0225
 RA0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0225'12.6 MI E FROM RIGGINS.
 RA0225'ALONG SALMON RIVER ROAD, 12.6 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0225'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), AT ROCKY POINT
 RA0225'PROJECTING INTO RIVER AND CAUSING RAPIDS IN STREAM, 0.45 MILE EAST OF
 RA0225'KELLEY CREEK, 72.0 FEET SOUTHWEST OF CENTERLINE OF ROAD MEASURED FROM
 RA0225'CENTER OF SHARP CURVE, 0.3 MILE NORTHWEST OF AND ACROSS ROAD FROM OLD
 RA0225'MINE TUNNEL, SET IN TOP OF A LARGE GRANITE BOULDER ABOUT 10 FEET BELOW
 RA0225'THE ROAD AND DIRECTLY ACROSS RIVER FROM A RAVINE COMING DOWN A STEEP
 RA0225'ROCKY GRASS COVERED BLUFF.
 RA0225
 RA0225                          STATION RECOVERY (1995)
 RA0225
 RA0225'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0601 ***********************************************************************
 QA0601  DESIGNATION -  6 A
 QA0601  PID         -  QA0601
 QA0601  STATE/COUNTY-  ID/VALLEY
 QA0601  USGS QUAD   -  FITSUM SUMMIT (1973)
 QA0601
 QA0601                         *CURRENT SURVEY CONTROL
 QA0601  ___________________________________________________________________
 QA0601* NAD 83(1986)-  44 57 02.     (N)    115 56 41.     (W)     SCALED    
 QA0601* NAVD 88     -      1675.265  (meters)    5496.27   (feet)  ADJUSTED  
 QA0601  ___________________________________________________________________
 QA0601  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 QA0601  DYNAMIC HT  -        1674.441 (meters)    5493.56  (feet)  COMP
 QA0601  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 QA0601
 QA0601  VERT ORDER  -  SECOND    CLASS 0
 QA0601
 QA0601.The horizontal coordinates were scaled from a topographic map and have
 QA0601.an estimated accuracy of +/- 6 seconds.
 QA0601
 QA0601.The orthometric height was determined by differential leveling
 QA0601.and adjusted by the National Geodetic Survey in June 1991..
 QA0601
 QA0601.The geoid height was determined by GEOID03.
 QA0601
 QA0601.The dynamic height is computed by dividing the NAVD 88
 QA0601.geopotential number by the normal gravity value computed on the
 QA0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0601.degrees latitude (g = 980.6199 gals.).
 QA0601
 QA0601.The modeled gravity was interpolated from observed gravity values.
 QA0601
 QA0601;                    North         East    Units  Estimated Accuracy
 QA0601;SPC ID W     -   364,830.      784,640.      MT  (+/- 180 meters Scaled)
 QA0601
 QA0601                          SUPERSEDED SURVEY CONTROL
 QA0601
 QA0601  NGVD 29 (??/??/92) 1674.004  (m)         5492.13   (f) ADJ UNCH    2 0
 QA0601
 QA0601.Superseded values are not recommended for survey control.
 QA0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0601.See file dsdata.txt to determine how the superseded data were derived.
 QA0601
 QA0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK832779(NAD 83)
 QA0601_MARKER: DD = SURVEY DISK
 QA0601_SETTING: 80 = SET IN A BOULDER
 QA0601_SP_SET: BOULDER
 QA0601_STAMPING: 6 A 1939
 QA0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0601+STABILITY: SURFACE MOTION
 QA0601
 QA0601  HISTORY     - Date     Condition        Report By
 QA0601  HISTORY     - 1939     MONUMENTED       USGS
 QA0601  HISTORY     - 1959     GOOD             NGS
 QA0601  HISTORY     - 1983     GOOD             NGS
 QA0601
 QA0601                          STATION DESCRIPTION
 QA0601
 QA0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QA0601'11.65 MI NE FROM MCCALL.
 QA0601'11.65 MILES NORTHEAST ALONG AN ASPHALT AND GRAVEL ROAD FROM THE
 QA0601'JUNCTION OF STATE HIGHWAY 15 AT MCCALL, IN TOP OF A 4-BY 6-FOOT
 QA0601'EMBEDDED GRANITE BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND,
 QA0601'A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 QA0601
 QA0601                          STATION RECOVERY (1983)
 QA0601
 QA0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QA0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0513 ***********************************************************************
 PY0513  DESIGNATION -  6 EAM
 PY0513  PID         -  PY0513
 PY0513  STATE/COUNTY-  ID/FREMONT
 PY0513  USGS QUAD   -  ISLAND PARK DAM (1964)
 PY0513
 PY0513                         *CURRENT SURVEY CONTROL
 PY0513  ___________________________________________________________________
 PY0513* NAD 83(1986)-  44 28 06.     (N)    111 27 09.     (W)     SCALED    
 PY0513* NAVD 88     -      1953.414  (meters)    6408.83   (feet)  POSTED    
 PY0513  ___________________________________________________________________
 PY0513  GEOID HEIGHT-          -9.29  (meters)                     GEOID03
 PY0513  DYNAMIC HT  -        1952.340 (meters)    6405.30  (feet)  COMP
 PY0513  MODELED GRAV-     979,997.7   (mgal)                       NAVD 88
 PY0513
 PY0513  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0513
 PY0513.The horizontal coordinates were scaled from a topographic map and have
 PY0513.an estimated accuracy of +/- 6 seconds.
 PY0513
 PY0513.The orthometric height was determined by differential leveling
 PY0513.and adjusted by the National Geodetic Survey in 1992..
 PY0513.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0513.rate of 0.0 thru 1.0 mm/km.
 PY0513
 PY0513.The geoid height was determined by GEOID03.
 PY0513
 PY0513.The dynamic height is computed by dividing the NAVD 88
 PY0513.geopotential number by the normal gravity value computed on the
 PY0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0513.degrees latitude (g = 980.6199 gals.).
 PY0513
 PY0513.The modeled gravity was interpolated from observed gravity values.
 PY0513
 PY0513;                    North         East    Units  Estimated Accuracy
 PY0513;SPC ID E     -   311,480.      256,830.      MT  (+/- 180 meters Scaled)
 PY0513
 PY0513                          SUPERSEDED SURVEY CONTROL
 PY0513
 PY0513  NGVD 29 (??/??/92) 1952.148  (m)         6404.67   (f) ADJ UNCH    1 2
 PY0513
 PY0513.Superseded values are not recommended for survey control.
 PY0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0513.See file dsdata.txt to determine how the superseded data were derived.
 PY0513
 PY0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ640239(NAD 83)
 PY0513_MARKER: DD = SURVEY DISK
 PY0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0513_STAMPING: 6 EAM 6405
 PY0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0513+STABILITY: SURFACE MOTION
 PY0513
 PY0513  HISTORY     - Date     Condition        Report By
 PY0513  HISTORY     - 1964     MONUMENTED       USGS
 PY0513  HISTORY     - 1967     GOOD             NGS
 PY0513
 PY0513                          STATION DESCRIPTION
 PY0513
 PY0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0513'8.15 MI SW FROM MACKS INN.
 PY0513'3.45 MILES SOUTH ALONG U.S. HIGHWAY 20 AND 191 FROM THE POST OFFICE AT
 PY0513'MACKS INN, THENCE 3.8 MILES WEST ALONG A ROAD, THENCE 0.9 MILE
 PY0513'NORTHWEST ALONG KILGORE-YALE ROAD, 0.1 MILE EAST OF THE CROSSING OF
 PY0513'HOTEL CREEK, AT THE JUNCTION OF A ROAD NORTHEAST, 134 1/2 FEET NORTH
 PY0513'OF THE CENTER LINE OF THE ROAD, 31 FEET SOUTHEAST OF THE CENTER LINE
 PY0513'OF THE ROAD NORTHEAST, 3.1 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET
 PY0513'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PY0513'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0475 ***********************************************************************
 NW0475  DESIGNATION -  6 EMH
 NW0475  PID         -  NW0475
 NW0475  STATE/COUNTY-  ID/OWYHEE
 NW0475  USGS QUAD   -  TRIANGLE RESERVOIR (1990)
 NW0475
 NW0475                         *CURRENT SURVEY CONTROL
 NW0475  ___________________________________________________________________
 NW0475* NAD 83(1986)-  42 46 13.     (N)    116 33 48.     (W)     SCALED    
 NW0475* NAVD 88     -      1811.253  (meters)    5942.42   (feet)  POSTED    
 NW0475  ___________________________________________________________________
 NW0475  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 NW0475  DYNAMIC HT  -        1810.070 (meters)    5938.54  (feet)  COMP
 NW0475  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 NW0475
 NW0475  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0475
 NW0475.The horizontal coordinates were scaled from a topographic map and have
 NW0475.an estimated accuracy of +/- 6 seconds.
 NW0475
 NW0475.The orthometric height was determined by differential leveling
 NW0475.and adjusted by the National Geodetic Survey in 1992..
 NW0475.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0475.rate of 0.0 thru 1.0 mm/km.
 NW0475
 NW0475.The geoid height was determined by GEOID03.
 NW0475
 NW0475.The dynamic height is computed by dividing the NAVD 88
 NW0475.geopotential number by the normal gravity value computed on the
 NW0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0475.degrees latitude (g = 980.6199 gals.).
 NW0475
 NW0475.The modeled gravity was interpolated from observed gravity values.
 NW0475
 NW0475;                    North         East    Units  Estimated Accuracy
 NW0475;SPC ID W     -   122,900.      733,440.      MT  (+/- 180 meters Scaled)
 NW0475
 NW0475                          SUPERSEDED SURVEY CONTROL
 NW0475
 NW0475.No superseded survey control is available for this station.
 NW0475
 NW0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH357353(NAD 83)
 NW0475_MARKER: DD = SURVEY DISK
 NW0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0475_SP_SET: COPPER-CLAD STEEL ROD
 NW0475_STAMPING: 6 EMH 1972 5939
 NW0475_MARK LOGO: USGS  
 NW0475_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0475+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0475
 NW0475  HISTORY     - Date     Condition        Report By
 NW0475  HISTORY     - 1972     MONUMENTED       USGS
 NW0475
 NW0475                          STATION DESCRIPTION
 NW0475
 NW0475'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0475'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0475'ROAD, THENCE 5.1 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, 0.5 MILES
 NW0475'NORTHWEST OF A CATTLEGUARD, 0.2 MILES NORTHWEST OF A TRACK ROAD
 NW0475'SOUTHWEST, 300 FEET NORTHEAST OF A SMALL LONE JUNIPER TREE, 27 FEET
 NW0475'NORTHEAST AND ABOUT 3.0 FEET HIGHER THAN THE CENTERLINE OF THE ROAD,
 NW0475'A 5/8 COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE AND
 NW0475'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0432 ***********************************************************************
 NW0432  DESIGNATION -  6 FMK
 NW0432  PID         -  NW0432
 NW0432  STATE/COUNTY-  ID/OWYHEE
 NW0432  USGS QUAD   -  STONEHOUSE CREEK (1990)
 NW0432
 NW0432                         *CURRENT SURVEY CONTROL
 NW0432  ___________________________________________________________________
 NW0432* NAD 83(1986)-  42 53 57.     (N)    116 55 13.     (W)     SCALED    
 NW0432* NAVD 88     -      1522.976  (meters)    4996.63   (feet)  POSTED    
 NW0432  ___________________________________________________________________
 NW0432  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 NW0432  DYNAMIC HT  -        1522.080 (meters)    4993.69  (feet)  COMP
 NW0432  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 NW0432
 NW0432  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0432
 NW0432.The horizontal coordinates were scaled from a topographic map and have
 NW0432.an estimated accuracy of +/- 6 seconds.
 NW0432
 NW0432.The orthometric height was determined by differential leveling
 NW0432.and adjusted by the National Geodetic Survey in 1992..
 NW0432.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0432.rate of 1.1 thru 2.0 mm/km.
 NW0432
 NW0432.The geoid height was determined by GEOID03.
 NW0432
 NW0432.The dynamic height is computed by dividing the NAVD 88
 NW0432.geopotential number by the normal gravity value computed on the
 NW0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0432.degrees latitude (g = 980.6199 gals.).
 NW0432
 NW0432.The modeled gravity was interpolated from observed gravity values.
 NW0432
 NW0432;                    North         East    Units  Estimated Accuracy
 NW0432;SPC ID W     -   137,560.      704,420.      MT  (+/- 180 meters Scaled)
 NW0432
 NW0432                          SUPERSEDED SURVEY CONTROL
 NW0432
 NW0432  NGVD 29 (??/??/92) 1521.83   (m)         4992.9    (f) COMPUTED    2 0
 NW0432
 NW0432.Superseded values are not recommended for survey control.
 NW0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0432.See file dsdata.txt to determine how the superseded data were derived.
 NW0432
 NW0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH065496(NAD 83)
 NW0432_MARKER: DD = SURVEY DISK
 NW0432_SETTING: 66 = SET IN ROCK OUTCROP
 NW0432_SP_SET: ROCK OUTCROP
 NW0432_STAMPING: 6 FMK 1964
 NW0432_MARK LOGO: USGS  
 NW0432_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0432+STABILITY: POSITION/ELEVATION WELL
 NW0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0432+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0432
 NW0432  HISTORY     - Date     Condition        Report By
 NW0432  HISTORY     - 1964     MONUMENTED       USGS
 NW0432
 NW0432                          STATION DESCRIPTION
 NW0432
 NW0432'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0432'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0432'SOUTHEAST ALONG COUNTY ROAD, THENCE 6.0 MILES SOUTHEAST ALONG FLINT
 NW0432'CREEK ROAD, AT A CURVE IN THE ROAD AT THE BOTTOM OF A GRADE, 43 FEET
 NW0432'EAST OF THE CENTERLINE OF THE ROAD, 15 FEET WEST OF A WITNESS POST, 5
 NW0432'FEET HIGHER THAN THE ROAD, IN A ROCK OUTCROP PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1847 ***********************************************************************
 RZ1847  DESIGNATION -  6 GAK
 RZ1847  PID         -  RZ1847
 RZ1847  STATE/COUNTY-  ID/NEZ PERCE
 RZ1847  USGS QUAD   -  LEWISTON ORCHARDS SOUTH (1972)
 RZ1847
 RZ1847                         *CURRENT SURVEY CONTROL
 RZ1847  ___________________________________________________________________
 RZ1847* NAD 83(1992)-  46 17 46.37567(N)    116 55 02.36090(W)     ADJUSTED  
 RZ1847* NAVD 88     -       720.12   (+/-2cm)    2362.6    (feet)  VERTCON   
 RZ1847  ___________________________________________________________________
 RZ1847  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 RZ1847  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 RZ1847
 RZ1847  HORZ ORDER  -  THIRD
 RZ1847  VERT ORDER  -  THIRD ? (See Below)
 RZ1847
 RZ1847.The horizontal coordinates were established by classical geodetic methods
 RZ1847.and adjusted by the National Geodetic Survey in July 1992..
 RZ1847
 RZ1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1847.The vertical order pertains to the NGVD 29 superseded value.
 RZ1847
 RZ1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1847
 RZ1847.The geoid height was determined by GEOID03.
 RZ1847
 RZ1847;                    North         East     Units Scale Factor Converg.
 RZ1847;SPC ID W     -   515,026.047   710,065.364   MT  1.00003272   -0 50 38.2
 RZ1847;UTM  11      - 5,126,963.239   506,367.664   MT  0.99960050   +0 03 35.2
 RZ1847
 RZ1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1847!SPC ID W     -   0.99988991  x   1.00003272  =   0.99992263
 RZ1847!UTM  11      -   0.99988991  x   0.99960050  =   0.99949046
 RZ1847
 RZ1847:                Primary Azimuth Mark                     Grid Az
 RZ1847:SPC ID W     -  WEBB                                     062 10 42.2
 RZ1847:UTM  11      -  WEBB                                     061 16 28.8
 RZ1847
 RZ1847|---------------------------------------------------------------------|
 RZ1847| PID    Reference Object                     Distance      Geod. Az  |
 RZ1847|                                                           dddmmss.s |
 RZ1847| RZ1842 WEBB                                APPROX. 3.7 KM 0612004.0 |
 RZ1847|---------------------------------------------------------------------|
 RZ1847
 RZ1847                          SUPERSEDED SURVEY CONTROL
 RZ1847
 RZ1847  NAD 83(1991)-  46 17 46.37748(N)    116 55 02.35941(W) AD(       ) 3
 RZ1847  NAD 83(1986)-  46 17 46.38207(N)    116 55 02.35677(W) AD(       ) 3
 RZ1847  NAD 27      -  46 17 46.80106(N)    116 54 58.82092(W) AD(       ) 3
 RZ1847  NGVD 29 (07/19/86)  719.08   (m)         2359.2    (f) LEVELING    3  
 RZ1847
 RZ1847.Superseded values are not recommended for survey control.
 RZ1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1847.See file dsdata.txt to determine how the superseded data were derived.
 RZ1847
 RZ1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0636826963(NAD 83)
 RZ1847_MARKER: DB = BENCH MARK DISK
 RZ1847_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RZ1847
 RZ1847  HISTORY     - Date     Condition        Report By
 RZ1847  HISTORY     - 1957     MONUMENTED       USGS
 RZ1847
 RZ1847                          STATION DESCRIPTION
 RZ1847
 RZ1847'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1847'SWEETWATER, 0.6 MI S. ALONG U.S. HWY. 95, THENCE 6.2 MI W. ALONG
 RZ1847'WEBB CREEK RD., THENCE 3.3 MI S. ALONG WAHA RD. TO X-RDS., THENCE
 RZ1847'2.5 MI NW. ALONG DIRT RD.  AT 90 DEGREE BEND IN RD. N.  84 FT E.
 RZ1847'OF CENTER OF BEND, 23 FT N. OF CENTER OF RD., 2 FT S. OF FENCE.
 RZ1847'
 RZ1847'LOCATED ABOUT 9.5 MI SE. OF LEWISTON, 8 MI SW. OF SWEETWATER, 90
 RZ1847'FT E. OF 90 DEGREE BEND N. IN RD., 23 FT N. OF CENTER OF RD., 2
 RZ1847'FT S. OF FENCE.
 RZ1847'
 RZ1847'TO REACH FROM SWEETWATER, DRIVE 0.6 MI S. ALONG U.S. HWY. 95.
 RZ1847'THENCE 6.2 MI W. ALONG WEBB CREEK RD.  TURN S. 3.3 MI ALONG WAHA
 RZ1847'RD. TO X-RDS.  THENCE 2.5 MI NW. ALONG DIRT RD. TO STATION.
 RZ1847'
 RZ1847'STATION MARK--STANDARD BM TABLET STAMPED---6 GAK 1957---, IN
 RZ1847'CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0068 ***********************************************************************
 TO0068  DESIGNATION -  6 M
 TO0068  PID         -  TO0068
 TO0068  STATE/COUNTY-  ID/BOUNDARY
 TO0068  USGS QUAD   -  CURLEY CREEK (1983)
 TO0068
 TO0068                         *CURRENT SURVEY CONTROL
 TO0068  ___________________________________________________________________
 TO0068* NAD 83(1986)-  48 40 13.     (N)    116 06 01.     (W)     SCALED    
 TO0068* NAVD 88     -       553.802  (meters)    1816.93   (feet)  ADJUSTED  
 TO0068  ___________________________________________________________________
 TO0068  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 TO0068  DYNAMIC HT  -         553.840 (meters)    1817.06  (feet)  COMP
 TO0068  MODELED GRAV-     980,663.7   (mgal)                       NAVD 88
 TO0068
 TO0068  VERT ORDER  -  FIRST     CLASS II
 TO0068
 TO0068.The horizontal coordinates were scaled from a topographic map and have
 TO0068.an estimated accuracy of +/- 6 seconds.
 TO0068
 TO0068.The orthometric height was determined by differential leveling
 TO0068.and adjusted by the National Geodetic Survey in June 1991..
 TO0068
 TO0068.The geoid height was determined by GEOID03.
 TO0068
 TO0068.The dynamic height is computed by dividing the NAVD 88
 TO0068.geopotential number by the normal gravity value computed on the
 TO0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0068.degrees latitude (g = 980.6199 gals.).
 TO0068
 TO0068.The modeled gravity was interpolated from observed gravity values.
 TO0068
 TO0068;                    North         East    Units  Estimated Accuracy
 TO0068;SPC ID W     -   778,350.      774,200.      MT  (+/- 180 meters Scaled)
 TO0068
 TO0068                          SUPERSEDED SURVEY CONTROL
 TO0068
 TO0068  NGVD 29 (??/??/92)  552.609  (m)         1813.02   (f) ADJ UNCH    1 2
 TO0068
 TO0068.Superseded values are not recommended for survey control.
 TO0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0068.See file dsdata.txt to determine how the superseded data were derived.
 TO0068
 TO0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP662911(NAD 83)
 TO0068_MARKER: DD = SURVEY DISK
 TO0068_SETTING: 66 = SET IN ROCK OUTCROP
 TO0068_SP_SET: ROCK CLIFF
 TO0068_STAMPING: 6 M 1928
 TO0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0068+STABILITY: POSITION/ELEVATION WELL
 TO0068
 TO0068  HISTORY     - Date     Condition        Report By
 TO0068  HISTORY     - 1968     MONUMENTED       USGS
 TO0068  HISTORY     - 1934     GOOD             IDDT
 TO0068
 TO0068                          STATION DESCRIPTION
 TO0068
 TO0068'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0068'4.4 MI NW FROM LEONIA.
 TO0068'ABOUT 4.4 MILES NORTHWEST OF LEONIA, BOUNDARY COUNTY, IDAHO, ON THE
 TO0068'GREAT NORTHERN RAILWAY, 1 TELEGRAPH POLE NORTHWEST OF MILE POLE 1355,
 TO0068'28 FEET SOUTHEAST OF THE CENTER OF THE TRACK, AND ABOUT 6 FEET HIGHER
 TO0068'THAN THE TRACK, IN A LEDGE ON A CLIFF, PAINTED USBM 1812.8.  A
 TO0068'STANDARD USGS DISK, STAMPED 6M 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0530 ***********************************************************************
 NW0530  DESIGNATION -  6 MDC
 NW0530  PID         -  NW0530
 NW0530  STATE/COUNTY-  ID/OWYHEE
 NW0530  USGS QUAD   -  CLIFFS (1973)
 NW0530
 NW0530                         *CURRENT SURVEY CONTROL
 NW0530  ___________________________________________________________________
 NW0530* NAD 83(1986)-  42 38 31.     (N)    116 58 56.     (W)     SCALED    
 NW0530* NAVD 88     -      1528.506  (meters)    5014.77   (feet)  POSTED    
 NW0530  ___________________________________________________________________
 NW0530  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 NW0530  DYNAMIC HT  -        1527.580 (meters)    5011.74  (feet)  COMP
 NW0530  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 NW0530
 NW0530  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0530
 NW0530.The horizontal coordinates were scaled from a topographic map and have
 NW0530.an estimated accuracy of +/- 6 seconds.
 NW0530
 NW0530.The orthometric height was determined by differential leveling
 NW0530.and adjusted by the National Geodetic Survey in 1992..
 NW0530.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0530.rate of 0.0 thru 1.0 mm/km.
 NW0530
 NW0530.The geoid height was determined by GEOID03.
 NW0530
 NW0530.The dynamic height is computed by dividing the NAVD 88
 NW0530.geopotential number by the normal gravity value computed on the
 NW0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0530.degrees latitude (g = 980.6199 gals.).
 NW0530
 NW0530.The modeled gravity was interpolated from observed gravity values.
 NW0530
 NW0530;                    North         East    Units  Estimated Accuracy
 NW0530;SPC ID W     -   109,060.      698,950.      MT  (+/- 180 meters Scaled)
 NW0530
 NW0530                          SUPERSEDED SURVEY CONTROL
 NW0530
 NW0530  NGVD 29 (??/??/92) 1527.38   (m)         5011.1    (f) COMPUTED    2 0
 NW0530
 NW0530.Superseded values are not recommended for survey control.
 NW0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0530.See file dsdata.txt to determine how the superseded data were derived.
 NW0530
 NW0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH014210(NAD 83)
 NW0530_MARKER: DD = SURVEY DISK
 NW0530_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NW0530+WITH SETTING: PAVEMENT
 NW0530_SP_SET: CATTLEGUARD BASE
 NW0530_STAMPING: 6 MDC 1973 5011
 NW0530_MARK LOGO: USGS  
 NW0530_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0530+STABILITY: SURFACE MOTION
 NW0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0530+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0530
 NW0530  HISTORY     - Date     Condition        Report By
 NW0530  HISTORY     - 1973     MONUMENTED       USGS
 NW0530
 NW0530                          STATION DESCRIPTION
 NW0530
 NW0530'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0530'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0530'SOUTH ALONG A GRAVELED ROAD, THENCE 5.9 MILES SOUTH ALONG A DIRT ROAD
 NW0530'TOWARD GRANDVIEW, IDAHO, AFTER A CURVE IN THE ROAD, AT A FENCE
 NW0530'CROSSING WITH A CATTLEGUARD, 8 FEET NORTHEAST AND 1 FOOT LOWER THAN
 NW0530'THE CENTERLINE OF THE ROAD, CEMENTED 2 FEET SOUTHEAST OF THE NORTH
 NW0530'CORNER OF THE NORTHEAST SIDE OF THE CONCRETE BASE OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1222 ***********************************************************************
 NV1222  DESIGNATION -  60 EMH
 NV1222  PID         -  NV1222
 NV1222  STATE/COUNTY-  ID/OWYHEE
 NV1222  USGS QUAD   -  GRASMERE (1979)
 NV1222
 NV1222                         *CURRENT SURVEY CONTROL
 NV1222  ___________________________________________________________________
 NV1222* NAD 83(1986)-  42 23 59.     (N)    115 57 39.     (W)     SCALED    
 NV1222* NAVD 88     -      1656.327  (meters)    5434.13   (feet)  POSTED    
 NV1222  ___________________________________________________________________
 NV1222  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 NV1222  DYNAMIC HT  -        1655.230 (meters)    5430.53  (feet)  COMP
 NV1222  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 NV1222
 NV1222  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV1222
 NV1222.The horizontal coordinates were scaled from a topographic map and have
 NV1222.an estimated accuracy of +/- 6 seconds.
 NV1222
 NV1222.The orthometric height was determined by differential leveling
 NV1222.and adjusted by the National Geodetic Survey in 1992..
 NV1222.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV1222.rate of 0.0 thru 1.0 mm/km.
 NV1222
 NV1222.The geoid height was determined by GEOID03.
 NV1222
 NV1222.The dynamic height is computed by dividing the NAVD 88
 NV1222.geopotential number by the normal gravity value computed on the
 NV1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1222.degrees latitude (g = 980.6199 gals.).
 NV1222
 NV1222.The modeled gravity was interpolated from observed gravity values.
 NV1222
 NV1222;                    North         East    Units  Estimated Accuracy
 NV1222;SPC ID W     -    81,440.      782,640.      MT  (+/- 180 meters Scaled)
 NV1222
 NV1222                          SUPERSEDED SURVEY CONTROL
 NV1222
 NV1222  NGVD 29 (??/??/92) 1655.22   (m)         5430.5    (f) COMPUTED    2 0
 NV1222
 NV1222.Superseded values are not recommended for survey control.
 NV1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1222.See file dsdata.txt to determine how the superseded data were derived.
 NV1222
 NV1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG855946(NAD 83)
 NV1222_MARKER: DD = SURVEY DISK
 NV1222_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NV1222_SP_SET: COPPER-CLAD STEEL ROD
 NV1222_STAMPING: 60 EMH 1972 5430
 NV1222_MARK LOGO: USGS  
 NV1222_MAGNETIC: I = MARKER IS A STEEL ROD
 NV1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1222+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NV1222
 NV1222  HISTORY     - Date     Condition        Report By
 NV1222  HISTORY     - 1972     MONUMENTED       USGS
 NV1222
 NV1222                          STATION DESCRIPTION
 NV1222
 NV1222'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NV1222'FROM GRASMERE, IDAHO, PROCEED 4.0 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NV1222'4.9 MILES SOUTHEAST ALONG GRADED ROAD, 4.3 MILES SOUTH OF WICKAHONEY
 NV1222'RANCH HOUSE, 0.5 MILES SOUTH OF A ROAD FORK WEST, AT A SMALL DRAIN
 NV1222'CROSSING, 28 FEET WEST AND ABOUT 1.0 FOOT HIGHER THAN THE CENTERLINE
 NV1222'OF THE ROAD AT A DRAIN CROSSING, A 5/8-INCH COPPER-COATED ROD ENCASED
 NV1222'IN A 6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1019 ***********************************************************************
 OY1019  DESIGNATION -  60 HLS
 OY1019  PID         -  OY1019
 OY1019  STATE/COUNTY-  ID/BUTTE
 OY1019  USGS QUAD   -  BIG LOST RIVER SINKS (1969)
 OY1019
 OY1019                         *CURRENT SURVEY CONTROL
 OY1019  ___________________________________________________________________
 OY1019* NAD 83(1986)-  43 46 46.     (N)    112 45 31.     (W)     SCALED    
 OY1019* NAVD 88     -      1467.730  (meters)    4815.38   (feet)  ADJUSTED  
 OY1019  ___________________________________________________________________
 OY1019  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 OY1019  DYNAMIC HT  -        1466.995 (meters)    4812.97  (feet)  COMP
 OY1019  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 OY1019
 OY1019  VERT ORDER  -  FIRST     CLASS II
 OY1019
 OY1019.The horizontal coordinates were scaled from a topographic map and have
 OY1019.an estimated accuracy of +/- 6 seconds.
 OY1019
 OY1019.The orthometric height was determined by differential leveling
 OY1019.and adjusted by the National Geodetic Survey in December 1992..
 OY1019
 OY1019.The geoid height was determined by GEOID03.
 OY1019
 OY1019.The dynamic height is computed by dividing the NAVD 88
 OY1019.geopotential number by the normal gravity value computed on the
 OY1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1019.degrees latitude (g = 980.6199 gals.).
 OY1019
 OY1019.The modeled gravity was interpolated from observed gravity values.
 OY1019
 OY1019;                    North         East    Units  Estimated Accuracy
 OY1019;SPC ID C     -   235,440.      599,930.      MT  (+/- 180 meters Scaled)
 OY1019
 OY1019                          SUPERSEDED SURVEY CONTROL
 OY1019
 OY1019  NGVD 29 (08/20/92) 1466.671  (m)         4811.90   (f) ADJUSTED    1 2
 OY1019
 OY1019.Superseded values are not recommended for survey control.
 OY1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1019.See file dsdata.txt to determine how the superseded data were derived.
 OY1019
 OY1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP584488(NAD 83)
 OY1019_MARKER: DB = BENCH MARK DISK
 OY1019_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OY1019_SP_SET: COPPER-CLAD STEEL ROD
 OY1019_STAMPING: 60 HLS 1967 4812
 OY1019_MARK LOGO: USGS  
 OY1019_PROJECTION: FLUSH
 OY1019_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1019+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY1019
 OY1019  HISTORY     - Date     Condition        Report By
 OY1019  HISTORY     - 1967     MONUMENTED       USGS
 OY1019  HISTORY     - 19920331 GOOD             NGS
 OY1019
 OY1019                          STATION DESCRIPTION
 OY1019
 OY1019'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1019'FROM TEST AREA NORTH, IDAHO PROCEED 5.6 MILES SOUTHWEST ALONG LINCOLN
 OY1019'BOULEVARD (STATE HIGHWAY 88), 182 FEET SOUTH OF AEC 50-FOOT WEATHER
 OY1019'TOWER, 75 FEET NORTH OF POWER POLE 431, 45 FEET WEST OF AN
 OY1019'UNDERGROUND TELEPHONE CABLE, 3 FEET WEST OF A WITNESS POST, UNDER THE
 OY1019'POWER LINE, SET ON A COPPER-COATED ROD (DRIVEN TO REFUSAL) FLUSH WITH
 OY1019'THE GROUND.
 OY1019
 OY1019                          STATION RECOVERY (1992)
 OY1019
 OY1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1019'21.1 KM (13.10 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1019'OFFICE IN HOWE, THENCE 1.6 KM (1.00 MI) SOUTHWESTERLY ALONG LINCOLN
 OY1019'BOULEVARD, 55.8 M (183.1 FT) SOUTHWEST OF A WEATHER INSTRUMENT TOWER,
 OY1019'30.7 M (100.7 FT) SOUTHEAST OF THE BOULEVARD CENTERLINE, 1.1 M (3.6
 OY1019'FT) WEST OF A WITNESS POST, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 OY1019'BOULEVARD.  NOTE--THE DISK IS ENCASED IN A 6-INCH PIPE AND IS FLUSH
 OY1019'WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0211 ***********************************************************************
 PZ0211  DESIGNATION -  6004
 PZ0211  PID         -  PZ0211
 PZ0211  STATE/COUNTY-  ID/CLARK
 PZ0211  USGS QUAD   -  BLUE DOME (1969)
 PZ0211
 PZ0211                         *CURRENT SURVEY CONTROL
 PZ0211  ___________________________________________________________________
 PZ0211* NAD 83(1986)-  44 08 26.     (N)    112 53 52.     (W)     SCALED    
 PZ0211* NAVD 88     -      1835.218  (meters)    6021.04   (feet)  ADJUSTED  
 PZ0211  ___________________________________________________________________
 PZ0211  GEOID HEIGHT-         -10.65  (meters)                     GEOID03
 PZ0211  DYNAMIC HT  -        1834.169 (meters)    6017.60  (feet)  COMP
 PZ0211  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 PZ0211
 PZ0211  VERT ORDER  -  SECOND    CLASS 0
 PZ0211
 PZ0211.The horizontal coordinates were scaled from a topographic map and have
 PZ0211.an estimated accuracy of +/- 6 seconds.
 PZ0211
 PZ0211.The orthometric height was determined by differential leveling
 PZ0211.and adjusted by the National Geodetic Survey in June 1991..
 PZ0211
 PZ0211.The geoid height was determined by GEOID03.
 PZ0211
 PZ0211.The dynamic height is computed by dividing the NAVD 88
 PZ0211.geopotential number by the normal gravity value computed on the
 PZ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0211.degrees latitude (g = 980.6199 gals.).
 PZ0211
 PZ0211.The modeled gravity was interpolated from observed gravity values.
 PZ0211
 PZ0211;                    North         East    Units  Estimated Accuracy
 PZ0211;SPC ID E     -   275,070.      141,500.      MT  (+/- 180 meters Scaled)
 PZ0211
 PZ0211                          SUPERSEDED SURVEY CONTROL
 PZ0211
 PZ0211  NGVD 29 (??/??/92) 1833.930  (m)         6016.82   (f) ADJ UNCH    2 0
 PZ0211
 PZ0211.Superseded values are not recommended for survey control.
 PZ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0211.See file dsdata.txt to determine how the superseded data were derived.
 PZ0211
 PZ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP482892(NAD 83)
 PZ0211_MARKER: Z = SEE DESCRIPTION
 PZ0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0211_SP_SET: STRAP IRON
 PZ0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0211
 PZ0211  HISTORY     - Date     Condition        Report By
 PZ0211  HISTORY     - UNK      MONUMENTED       USGS
 PZ0211  HISTORY     - 1929     GOOD             USGS
 PZ0211
 PZ0211                          STATION DESCRIPTION
 PZ0211
 PZ0211'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0211'1.6 MI SE FROM KAUFMAN.
 PZ0211'ABOUT 1.6 MILES SOUTHEAST ALONG THE ROAD LEADING TO RENO RANCH FROM
 PZ0211'KAUFMAN, CLARK COUNTY, ABOUT 0.5 MILE NORTH OF THE OLD GODDARD RANCH,
 PZ0211'AND 2 FEET WEST OF A 3-FOOT MOUND OF STONE 3 FEET HIGH AND PAINTED
 PZ0211'U.S.G.S.T.B.M. 6004.  THE TOP OF A 1/4- BY 3-INCH STRAP IRON, DRIVEN
 PZ0211'18 INCHES INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0375 ***********************************************************************
 OZ0375  DESIGNATION -  6017.3
 OZ0375  PID         -  OZ0375
 OZ0375  STATE/COUNTY-  ID/ELMORE
 OZ0375  USGS QUAD   -  ATLANTA EAST (1972)
 OZ0375
 OZ0375                         *CURRENT SURVEY CONTROL
 OZ0375  ___________________________________________________________________
 OZ0375* NAD 83(1986)-  43 50 33.     (N)    115 02 42.     (W)     SCALED    
 OZ0375* NAVD 88     -      1835.345  (meters)    6021.46   (feet)  ADJUSTED  
 OZ0375  ___________________________________________________________________
 OZ0375  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 OZ0375  DYNAMIC HT  -        1834.173 (meters)    6017.62  (feet)  COMP
 OZ0375  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 OZ0375
 OZ0375  VERT ORDER  -  SECOND    CLASS 0
 OZ0375
 OZ0375.The horizontal coordinates were scaled from a topographic map and have
 OZ0375.an estimated accuracy of +/- 6 seconds.
 OZ0375
 OZ0375.The orthometric height was determined by differential leveling
 OZ0375.and adjusted by the National Geodetic Survey in June 1991..
 OZ0375
 OZ0375.The geoid height was determined by GEOID03.
 OZ0375
 OZ0375.The dynamic height is computed by dividing the NAVD 88
 OZ0375.geopotential number by the normal gravity value computed on the
 OZ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0375.degrees latitude (g = 980.6199 gals.).
 OZ0375
 OZ0375.The modeled gravity was interpolated from observed gravity values.
 OZ0375
 OZ0375;                    North         East    Units  Estimated Accuracy
 OZ0375;SPC ID W     -   241,930.      856,690.      MT  (+/- 180 meters Scaled)
 OZ0375
 OZ0375                          SUPERSEDED SURVEY CONTROL
 OZ0375
 OZ0375  NGVD 29 (??/??/92) 1834.023  (m)         6017.12   (f) ADJ UNCH    2 0
 OZ0375
 OZ0375.Superseded values are not recommended for survey control.
 OZ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0375.See file dsdata.txt to determine how the superseded data were derived.
 OZ0375
 OZ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ571562(NAD 83)
 OZ0375_MARKER: Q = CHISELED SQUARE
 OZ0375_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0375_SP_SET: OUTCROP
 OZ0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0375+STABILITY: POSITION/ELEVATION WELL
 OZ0375
 OZ0375  HISTORY     - Date     Condition        Report By
 OZ0375  HISTORY     - UNK      MONUMENTED       USGS
 OZ0375  HISTORY     - 1951     GOOD             NGS
 OZ0375
 OZ0375                          STATION DESCRIPTION
 OZ0375
 OZ0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OZ0375'6.3 MI NE FROM ATLANTA.
 OZ0375'4.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0375'POST OFFICE AT ATLANTA, THENCE 2.3 MILES NORTHEAST ALONG MATTINGLY
 OZ0375'CREEK TRAIL, 56 YARDS NORTHWEST OF THE JUNCTION OF THE MIDDLE FORK
 OZ0375'BOISE RIVER TRAIL, 89.5 FEET WEST OF BM 48 E (USGS), 11 1/2 FEET WEST
 OZ0375'OF THE CENTER LINE OF THE MIDDLE FORK BOISE RIVER TRAIL, ABOUT 2 FEET
 OZ0375'HIGHER THAN THE TRAIL, AND ON TOP OF THE EAST SIDE OF A SMALL OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0043 ***********************************************************************
 QA0043  DESIGNATION -  6018
 QA0043  PID         -  QA0043
 QA0043  STATE/COUNTY-  ID/CUSTER
 QA0043  USGS QUAD   -  ANTELOPE FLAT (1963)
 QA0043
 QA0043                         *CURRENT SURVEY CONTROL
 QA0043  ___________________________________________________________________
 QA0043* NAD 83(1986)-  44 20 21.     (N)    114 03 06.     (W)     SCALED    
 QA0043* NAVD 88     -      1835.386  (meters)    6021.60   (feet)  ADJUSTED  
 QA0043  ___________________________________________________________________
 QA0043  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 QA0043  DYNAMIC HT  -        1834.332 (meters)    6018.14  (feet)  COMP
 QA0043  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 QA0043
 QA0043  VERT ORDER  -  FIRST     CLASS II
 QA0043
 QA0043.The horizontal coordinates were scaled from a topographic map and have
 QA0043.an estimated accuracy of +/- 6 seconds.
 QA0043
 QA0043.The orthometric height was determined by differential leveling
 QA0043.and adjusted by the National Geodetic Survey in June 1991..
 QA0043
 QA0043.The geoid height was determined by GEOID03.
 QA0043
 QA0043.The dynamic height is computed by dividing the NAVD 88
 QA0043.geopotential number by the normal gravity value computed on the
 QA0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0043.degrees latitude (g = 980.6199 gals.).
 QA0043
 QA0043.The modeled gravity was interpolated from observed gravity values.
 QA0043
 QA0043;                    North         East    Units  Estimated Accuracy
 QA0043;SPC ID C     -   296,880.      495,880.      MT  (+/- 180 meters Scaled)
 QA0043
 QA0043                          SUPERSEDED SURVEY CONTROL
 QA0043
 QA0043  NGVD 29 (??/??/92) 1834.106  (m)         6017.40   (f) ADJ UNCH    1 2
 QA0043
 QA0043.Superseded values are not recommended for survey control.
 QA0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0043.See file dsdata.txt to determine how the superseded data were derived.
 QA0043
 QA0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK350137(NAD 83)
 QA0043_MARKER: P = PIPE CAP
 QA0043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QA0043_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QA0043_STAMPING: 6018 1912 44
 QA0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0043
 QA0043  HISTORY     - Date     Condition        Report By
 QA0043  HISTORY     - 1912     MONUMENTED       USGS
 QA0043  HISTORY     - 1934     GOOD             NGS
 QA0043  HISTORY     - 1985     MARK NOT FOUND   NGS
 QA0043
 QA0043                          STATION DESCRIPTION
 QA0043
 QA0043'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 QA0043'16.2 MI SE FROM CHALLIS.
 QA0043'16.2 MILES SOUTHEAST ALONG STATE HIGHWAY 27 (NOW U.S. HIGHWAY 93 ALT.)
 QA0043'FROM CHALLIS, CUSTER COUNTY, 1.2 MILES SOUTH OF THE HEAD OF GRAND VIEW
 QA0043'CANYON, ON THE INSIDE OF A CURVE, AT THE WEST EDGE OF THE HIGHWAY, 500
 QA0043'FEET NORTH OF THE DRAKE RANCH HOUSE, AT A FENCE CORNER, AND 1 FOOT
 QA0043'EAST OF THE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 QA0043'STAMPED 6018 1912 44 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 QA0043'PROJECTING 3 INCHES ABOVE GROUND.
 QA0043
 QA0043                          STATION RECOVERY (1934)
 QA0043
 QA0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QA0043'RECOVERED IN GOOD CONDITION.
 QA0043
 QA0043                          STATION RECOVERY (1985)
 QA0043
 QA0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QA0043'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0454 ***********************************************************************
 QZ0454  DESIGNATION -  6026
 QZ0454  PID         -  QZ0454
 QZ0454  STATE/COUNTY-  ID/IDAHO
 QZ0454  USGS QUAD   -  BURGDORF (1989)
 QZ0454
 QZ0454                         *CURRENT SURVEY CONTROL
 QZ0454  ___________________________________________________________________
 QZ0454* NAD 83(1986)-  45 15 23.     (N)    115 53 52.     (W)     SCALED    
 QZ0454* NAVD 88     -      1837.609  (meters)    6028.89   (feet)  ADJUSTED  
 QZ0454  ___________________________________________________________________
 QZ0454  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 QZ0454  DYNAMIC HT  -        1836.755 (meters)    6026.09  (feet)  COMP
 QZ0454  MODELED GRAV-     980,086.4   (mgal)                       NAVD 88
 QZ0454
 QZ0454  VERT ORDER  -  SECOND    CLASS 0
 QZ0454
 QZ0454.The horizontal coordinates were scaled from a topographic map and have
 QZ0454.an estimated accuracy of +/- 6 seconds.
 QZ0454
 QZ0454.The orthometric height was determined by differential leveling
 QZ0454.and adjusted by the National Geodetic Survey in June 1991..
 QZ0454
 QZ0454.The geoid height was determined by GEOID03.
 QZ0454
 QZ0454.The dynamic height is computed by dividing the NAVD 88
 QZ0454.geopotential number by the normal gravity value computed on the
 QZ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0454.degrees latitude (g = 980.6199 gals.).
 QZ0454
 QZ0454.The modeled gravity was interpolated from observed gravity values.
 QZ0454
 QZ0454;                    North         East    Units  Estimated Accuracy
 QZ0454;SPC ID W     -   398,810.      788,400.      MT  (+/- 180 meters Scaled)
 QZ0454
 QZ0454                          SUPERSEDED SURVEY CONTROL
 QZ0454
 QZ0454  NGVD 29 (??/??/92) 1836.330  (m)         6024.69   (f) ADJ UNCH    2 0
 QZ0454
 QZ0454.Superseded values are not recommended for survey control.
 QZ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0454.See file dsdata.txt to determine how the superseded data were derived.
 QZ0454
 QZ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL864120(NAD 83)
 QZ0454_MARKER: DD = SURVEY DISK
 QZ0454_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0454_SP_SET: GRANITE OUTCROP
 QZ0454_STAMPING: 6026.04 26
 QZ0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0454+STABILITY: POSITION/ELEVATION WELL
 QZ0454
 QZ0454  HISTORY     - Date     Condition        Report By
 QZ0454  HISTORY     - UNK      MONUMENTED       BPR
 QZ0454  HISTORY     - 1959     GOOD             NGS
 QZ0454
 QZ0454                          STATION DESCRIPTION
 QZ0454
 QZ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QZ0454'1.85 MI S FROM BURGDORF.
 QZ0454'1.85 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 QZ0454'AT BURGDORF, NEAR THE JUNCTION OF A GRAVEL ROAD LEADING EAST TO
 QZ0454'WARREN, AT A WOODEN BRIDGE OVER LAKE CREEK, IN TOP OF A 3-BY 4-FOOT
 QZ0454'GRANITE OUTCROP WHICH PROJECTS ABOUT 3 1/2 FEET ABOVE THE GROUND ON
 QZ0454'THE SOUTHEAST SIDE, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 QZ0454'35 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 0.8
 QZ0454'FOOT SOUTH-SOUTHEAST OF A WITNESS POST, AND ABOUT 3 FEET LOWER THAN
 QZ0454'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0186 ***********************************************************************
 NT0186  DESIGNATION -  6030
 NT0186  PID         -  NT0186
 NT0186  STATE/COUNTY-  ID/BEAR LAKE
 NT0186  USGS QUAD   -  PEGRAM (1970)
 NT0186
 NT0186                         *CURRENT SURVEY CONTROL
 NT0186  ___________________________________________________________________
 NT0186* NAD 83(1986)-  42 08 33.     (N)    111 07 41.     (W)     SCALED    
 NT0186* NAVD 88     -      1839.984  (meters)    6036.68   (feet)  ADJUSTED  
 NT0186  ___________________________________________________________________
 NT0186  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 NT0186  DYNAMIC HT  -        1838.560 (meters)    6032.01  (feet)  COMP
 NT0186  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 NT0186
 NT0186  VERT ORDER  -  SECOND    CLASS 0
 NT0186
 NT0186.The horizontal coordinates were scaled from a topographic map and have
 NT0186.an estimated accuracy of +/- 6 seconds.
 NT0186
 NT0186.The orthometric height was determined by differential leveling
 NT0186.and adjusted by the National Geodetic Survey in June 1991..
 NT0186
 NT0186.The geoid height was determined by GEOID03.
 NT0186
 NT0186.The dynamic height is computed by dividing the NAVD 88
 NT0186.geopotential number by the normal gravity value computed on the
 NT0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0186.degrees latitude (g = 980.6199 gals.).
 NT0186
 NT0186.The modeled gravity was interpolated from observed gravity values.
 NT0186
 NT0186;                    North         East    Units  Estimated Accuracy
 NT0186;SPC ID E     -    53,370.      285,850.      MT  (+/- 180 meters Scaled)
 NT0186
 NT0186                          SUPERSEDED SURVEY CONTROL
 NT0186
 NT0186  NGVD 29 (??/??/92) 1838.732  (m)         6032.57   (f) ADJ UNCH    2 0
 NT0186
 NT0186.Superseded values are not recommended for survey control.
 NT0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0186.See file dsdata.txt to determine how the superseded data were derived.
 NT0186
 NT0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM894656(NAD 83)
 NT0186_MARKER: P = PIPE CAP
 NT0186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0186_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0186_STAMPING: 6030
 NT0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0186
 NT0186  HISTORY     - Date     Condition        Report By
 NT0186  HISTORY     - UNK      MONUMENTED       USGS
 NT0186  HISTORY     - 1934     GOOD             NGS
 NT0186
 NT0186                          STATION DESCRIPTION
 NT0186
 NT0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0186'IN PEGRAM.
 NT0186'IN PEGRAM, BEAR LAKE COUNTY, AT THE SCHOOL (DISTRICT 5), ABOUT 120
 NT0186'FEET EAST OF THE CENTER LINE OF THE UNION PACIFIC RAILROAD MAIN TRACK,
 NT0186'ABOUT 120 FEET NORTHEAST OF A RAILROAD STANDPIPE, 57 FEET WEST OF THE
 NT0186'NORTHWEST CORNER OF THE FENCE AROUND THE SCHOOL, 32 FEET WEST OF THE
 NT0186'CENTER LINE OF A ROAD, AND 24 FEET SOUTH OF THE CENTER LINE OF A
 NT0186'CROSSROADS.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 NT0186'6030 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0372 ***********************************************************************
 OZ0372  DESIGNATION -  6044.7
 OZ0372  PID         -  OZ0372
 OZ0372  STATE/COUNTY-  ID/ELMORE
 OZ0372  USGS QUAD   -  ATLANTA EAST (1972)
 OZ0372
 OZ0372                         *CURRENT SURVEY CONTROL
 OZ0372  ___________________________________________________________________
 OZ0372* NAD 83(1986)-  43 49 45.     (N)    115 03 20.     (W)     SCALED    
 OZ0372* NAVD 88     -      1843.461  (meters)    6048.09   (feet)  ADJUSTED  
 OZ0372  ___________________________________________________________________
 OZ0372  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 OZ0372  DYNAMIC HT  -        1842.260 (meters)    6044.15  (feet)  COMP
 OZ0372  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 OZ0372
 OZ0372  VERT ORDER  -  SECOND    CLASS 0
 OZ0372
 OZ0372.The horizontal coordinates were scaled from a topographic map and have
 OZ0372.an estimated accuracy of +/- 6 seconds.
 OZ0372
 OZ0372.The orthometric height was determined by differential leveling
 OZ0372.and adjusted by the National Geodetic Survey in June 1991..
 OZ0372
 OZ0372.The geoid height was determined by GEOID03.
 OZ0372
 OZ0372.The dynamic height is computed by dividing the NAVD 88
 OZ0372.geopotential number by the normal gravity value computed on the
 OZ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0372.degrees latitude (g = 980.6199 gals.).
 OZ0372
 OZ0372.The modeled gravity was interpolated from observed gravity values.
 OZ0372
 OZ0372;                    North         East    Units  Estimated Accuracy
 OZ0372;SPC ID W     -   240,450.      855,860.      MT  (+/- 180 meters Scaled)
 OZ0372
 OZ0372                          SUPERSEDED SURVEY CONTROL
 OZ0372
 OZ0372  NGVD 29 (??/??/92) 1842.117  (m)         6043.68   (f) ADJ UNCH    2 0
 OZ0372
 OZ0372.Superseded values are not recommended for survey control.
 OZ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0372.See file dsdata.txt to determine how the superseded data were derived.
 OZ0372
 OZ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ563547(NAD 83)
 OZ0372_MARKER: Q = CHISELED SQUARE
 OZ0372_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0372_SP_SET: ROCK OUTCROP
 OZ0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0372+STABILITY: POSITION/ELEVATION WELL
 OZ0372
 OZ0372  HISTORY     - Date     Condition        Report By
 OZ0372  HISTORY     - UNK      MONUMENTED       USGS
 OZ0372  HISTORY     - 1950     GOOD             NGS
 OZ0372  HISTORY     - 1951     GOOD             NGS
 OZ0372
 OZ0372                          STATION DESCRIPTION
 OZ0372
 OZ0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0372'5.1 MI NE FROM ATLANTA.
 OZ0372'4.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0372'POST OFFICE AT ATLANTA, THENCE 1.1 MILES NORTHEAST ALONG MATTINGLY
 OZ0372'CREEK TRAIL, ON THE NORTHEAST SIDE OF A LARGE ROCK OUTCROP, IN THE TOP
 OZ0372'OF A PROJECTION OF THE OUTCROP, 44 1/2 FEET SOUTHWEST OF A 10-INCH
 OZ0372'PINE TREE WITH A TRIANGULAR BLAZE, 31 FEET SOUTH OF A 42-INCH FIR TREE
 OZ0372'WITH A WHITE PAINTED CROSS AND ARROW, 18 FEET WEST OF THE CENTER LINE
 OZ0372'OF THE TRAIL, 17.4 FEET NORTHEAST OF B M S 334, AND 4 FEET HIGHER THAN
 OZ0372'THE TRAIL.
 OZ0372
 OZ0372                          STATION RECOVERY (1951)
 OZ0372
 OZ0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0239 ***********************************************************************
 OX0239  DESIGNATION -  6046.3
 OX0239  PID         -  OX0239
 OX0239  STATE/COUNTY-  ID/FREMONT
 OX0239  USGS QUAD   -  LAMONT (1965)
 OX0239
 OX0239                         *CURRENT SURVEY CONTROL
 OX0239  ___________________________________________________________________
 OX0239* NAD 83(1986)-  43 58 09.     (N)    111 12 05.     (W)     SCALED    
 OX0239* NAVD 88     -      1844.05   (+/-2cm)    6050.0    (feet)  VERTCON   
 OX0239  ___________________________________________________________________
 OX0239  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 OX0239
 OX0239  VERT ORDER  -  ? (See Below)
 OX0239
 OX0239.The horizontal coordinates were scaled from a topographic map and have
 OX0239.an estimated accuracy of +/- 6 seconds.
 OX0239
 OX0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0239.The vertical order pertains to the NGVD 29 superseded value.
 OX0239
 OX0239.The geoid height was determined by GEOID03.
 OX0239
 OX0239;                    North         East    Units  Estimated Accuracy
 OX0239;SPC ID E     -   256,220.      277,460.      MT  (+/- 180 meters Scaled)
 OX0239
 OX0239                          SUPERSEDED SURVEY CONTROL
 OX0239
 OX0239  NGVD 29 (??/??/92) 1842.879  (m)         6046.18   (f) ADJ UNCH    ?  
 OX0239
 OX0239.Superseded values are not recommended for survey control.
 OX0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0239.See file dsdata.txt to determine how the superseded data were derived.
 OX0239
 OX0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP838684(NAD 83)
 OX0239_MARKER: Q = CHISELED SQUARE
 OX0239_SETTING: 80 = SET IN A BOULDER
 OX0239_SP_SET: BOULDER
 OX0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0239+STABILITY: SURFACE MOTION
 OX0239
 OX0239  HISTORY     - Date     Condition        Report By
 OX0239  HISTORY     - UNK      MONUMENTED       USGS
 OX0239  HISTORY     - 1934     GOOD             NGS
 OX0239
 OX0239                          STATION DESCRIPTION
 OX0239
 OX0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0239'8.1 MI E FROM DRUMMOND.
 OX0239'ABOUT 8.1 MILES EAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OX0239'STATION AT DRUMMOND, FREMONT COUNTY, ABOUT 1 MILE EAST OF LAMONT,
 OX0239'ABOUT 0.4 MILE NORTHWEST OF MILEPOST 17, IN THE NORTHWEST QUADRANT OF
 OX0239'A DIRT-ROAD CROSSING, 4 FEET EAST OF A FENCE CORNER, AND 3 FEET
 OX0239'NORTHEAST OF A POLE PAINTED U.S.B.M. 6046.3.  A CHISELED SQUARE, ON
 OX0239'THE TOP OF A BOULDER SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0184 ***********************************************************************
 NT0184  DESIGNATION -  6048 B
 NT0184  PID         -  NT0184
 NT0184  STATE/COUNTY-  ID/BEAR LAKE
 NT0184  USGS QUAD   -  BORDER (1980)
 NT0184
 NT0184                         *CURRENT SURVEY CONTROL
 NT0184  ___________________________________________________________________
 NT0184* NAD 83(1986)-  42 10 18.     (N)    111 05 49.     (W)     SCALED    
 NT0184* NAVD 88     -      1845.221  (meters)    6053.86   (feet)  ADJUSTED  
 NT0184  ___________________________________________________________________
 NT0184  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 NT0184  DYNAMIC HT  -        1843.799 (meters)    6049.20  (feet)  COMP
 NT0184  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 NT0184
 NT0184  VERT ORDER  -  SECOND    CLASS 0
 NT0184
 NT0184.The horizontal coordinates were scaled from a topographic map and have
 NT0184.an estimated accuracy of +/- 6 seconds.
 NT0184
 NT0184.The orthometric height was determined by differential leveling
 NT0184.and adjusted by the National Geodetic Survey in June 1991..
 NT0184
 NT0184.The geoid height was determined by GEOID03.
 NT0184
 NT0184.The dynamic height is computed by dividing the NAVD 88
 NT0184.geopotential number by the normal gravity value computed on the
 NT0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0184.degrees latitude (g = 980.6199 gals.).
 NT0184
 NT0184.The modeled gravity was interpolated from observed gravity values.
 NT0184
 NT0184;                    North         East    Units  Estimated Accuracy
 NT0184;SPC ID E     -    56,640.      288,390.      MT  (+/- 180 meters Scaled)
 NT0184
 NT0184                          SUPERSEDED SURVEY CONTROL
 NT0184
 NT0184  NGVD 29 (??/??/92) 1843.971  (m)         6049.76   (f) ADJ UNCH    2 0
 NT0184
 NT0184.Superseded values are not recommended for survey control.
 NT0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0184.See file dsdata.txt to determine how the superseded data were derived.
 NT0184
 NT0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM919688(NAD 83)
 NT0184_MARKER: P = PIPE CAP
 NT0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0184_STAMPING: 6048 B 1909 35
 NT0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0184
 NT0184  HISTORY     - Date     Condition        Report By
 NT0184  HISTORY     - 1909     MONUMENTED       USGS
 NT0184  HISTORY     - 1934     GOOD             NGS
 NT0184
 NT0184                          STATION DESCRIPTION
 NT0184
 NT0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0184'2.6 MI E FROM PEGRAM.
 NT0184'ABOUT 2.6 MILES EAST OF THE SCHOOL (DISTRICT 5) AT PEGRAM, BEAR LAKE
 NT0184'COUNTY, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST 95, AND ABOUT 100 FEET
 NT0184'SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 NT0184'SURVEY STANDARD CAP, STAMPED 6048 B 1909 35 AND RIVETED ON THE TOP OF
 NT0184'A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0107 ***********************************************************************
 QA0107  DESIGNATION -  6071.88
 QA0107  PID         -  QA0107
 QA0107  STATE/COUNTY-  ID/CUSTER
 QA0107  USGS QUAD   -  EAST BASIN CREEK (1964)
 QA0107
 QA0107                         *CURRENT SURVEY CONTROL
 QA0107  ___________________________________________________________________
 QA0107* NAD 83(1986)-  44 15 50.     (N)    114 49 05.     (W)     SCALED    
 QA0107* NAVD 88     -      1849.811  (meters)    6068.92   (feet)  ADJUSTED  
 QA0107  ___________________________________________________________________
 QA0107  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 QA0107  DYNAMIC HT  -        1848.714 (meters)    6065.32  (feet)  COMP
 QA0107  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 QA0107
 QA0107  VERT ORDER  -  SECOND    CLASS 0
 QA0107
 QA0107.The horizontal coordinates were scaled from a topographic map and have
 QA0107.an estimated accuracy of +/- 6 seconds.
 QA0107
 QA0107.The orthometric height was determined by differential leveling
 QA0107.and adjusted by the National Geodetic Survey in June 1991..
 QA0107
 QA0107.The geoid height was determined by GEOID03.
 QA0107
 QA0107.The dynamic height is computed by dividing the NAVD 88
 QA0107.geopotential number by the normal gravity value computed on the
 QA0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0107.degrees latitude (g = 980.6199 gals.).
 QA0107
 QA0107.The modeled gravity was interpolated from observed gravity values.
 QA0107
 QA0107;                    North         East    Units  Estimated Accuracy
 QA0107;SPC ID C     -   288,840.      434,680.      MT  (+/- 180 meters Scaled)
 QA0107
 QA0107                          SUPERSEDED SURVEY CONTROL
 QA0107
 QA0107  NGVD 29 (??/??/92) 1848.522  (m)         6064.69   (f) ADJ UNCH    2 0
 QA0107
 QA0107.Superseded values are not recommended for survey control.
 QA0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0107.See file dsdata.txt to determine how the superseded data were derived.
 QA0107
 QA0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK741034(NAD 83)
 QA0107_MARKER: DD = SURVEY DISK
 QA0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0107_SP_SET: CULVERT
 QA0107_STAMPING: 6071.88
 QA0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0107
 QA0107  HISTORY     - Date     Condition        Report By
 QA0107  HISTORY     - UNK      MONUMENTED       BPR
 QA0107  HISTORY     - 1955     GOOD             NGS
 QA0107
 QA0107                          STATION DESCRIPTION
 QA0107
 QA0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0107'7.4 MI E FROM STANLEY.
 QA0107'7.4 MILES EAST ALONG NEW U. S. HIGHWAY 93 FROM VALLEY CREEK RANGER
 QA0107'STATION AT STANLEY, CUSTER COUNTY, NORTH OF SALMON RIVER, AT A CULVERT
 QA0107'OVER BASIN CREEK, IN THE TOP OF THE WEST END OF THE CONCRETE HEADWALL,
 QA0107'AND 13 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0367 ***********************************************************************
 OX0367  DESIGNATION -  6076
 OX0367  PID         -  OX0367
 OX0367  STATE/COUNTY-  ID/BONNEVILLE
 OX0367  USGS QUAD   -  BONE (1981)
 OX0367
 OX0367                         *CURRENT SURVEY CONTROL
 OX0367  ___________________________________________________________________
 OX0367* NAD 83(1986)-  43 18 44.     (N)    111 47 43.     (W)     SCALED    
 OX0367* NAVD 88     -      1853.237  (meters)    6080.16   (feet)  ADJUSTED  
 OX0367  ___________________________________________________________________
 OX0367  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 OX0367  DYNAMIC HT  -        1852.081 (meters)    6076.37  (feet)  COMP
 OX0367  MODELED GRAV-     979,929.7   (mgal)                       NAVD 88
 OX0367
 OX0367  VERT ORDER  -  SECOND    CLASS 0
 OX0367
 OX0367.The horizontal coordinates were scaled from a topographic map and have
 OX0367.an estimated accuracy of +/- 6 seconds.
 OX0367
 OX0367.The orthometric height was determined by differential leveling
 OX0367.and adjusted by the National Geodetic Survey in June 1991..
 OX0367
 OX0367.The geoid height was determined by GEOID03.
 OX0367
 OX0367.The dynamic height is computed by dividing the NAVD 88
 OX0367.geopotential number by the normal gravity value computed on the
 OX0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0367.degrees latitude (g = 980.6199 gals.).
 OX0367
 OX0367.The modeled gravity was interpolated from observed gravity values.
 OX0367
 OX0367;                    North         East    Units  Estimated Accuracy
 OX0367;SPC ID E     -   182,850.      230,130.      MT  (+/- 180 meters Scaled)
 OX0367
 OX0367                          SUPERSEDED SURVEY CONTROL
 OX0367
 OX0367  NGVD 29 (??/??/92) 1852.033  (m)         6076.21   (f) ADJ UNCH    2 0
 OX0367
 OX0367.Superseded values are not recommended for survey control.
 OX0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0367.See file dsdata.txt to determine how the superseded data were derived.
 OX0367
 OX0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN355957(NAD 83)
 OX0367_MARKER: DD = SURVEY DISK
 OX0367_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OX0367_SP_SET: UNSPECIFIED ROCK
 OX0367_STAMPING: 6076
 OX0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0367
 OX0367  HISTORY     - Date     Condition        Report By
 OX0367  HISTORY     - UNK      MONUMENTED       USGS
 OX0367  HISTORY     - 1934     GOOD             NGS
 OX0367
 OX0367                          STATION DESCRIPTION
 OX0367
 OX0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0367'IN BONE.
 OX0367'AT BONE, BONNEVILLE COUNTY, AT THE SCHOOLHOUSE, IN THE SOUTHEAST SIDE
 OX0367'OF THE CHIMNEY ON THE SOUTHEAST SIDE OF THE BUILDING, AND IN THE
 OX0367'CENTER ROCK OF THE FOURTH LAYER OF STONE.  A UNITED STATES GEOLOGICAL
 OX0367'SURVEY STANDARD DISK, STAMPED 6076 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0020 ***********************************************************************
 OZ0020  DESIGNATION -  6093.7
 OZ0020  PID         -  OZ0020
 OZ0020  STATE/COUNTY-  ID/BLAINE
 OZ0020  USGS QUAD   -  SUN VALLEY (1967)
 OZ0020
 OZ0020                         *CURRENT SURVEY CONTROL
 OZ0020  ___________________________________________________________________
 OZ0020* NAD 83(1986)-  43 43 15.     (N)    114 19 44.     (W)     SCALED    
 OZ0020* NAVD 88     -      1859.278  (meters)    6099.98   (feet)  ADJUSTED  
 OZ0020  ___________________________________________________________________
 OZ0020  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 OZ0020  DYNAMIC HT  -        1858.114 (meters)    6096.16  (feet)  COMP
 OZ0020  MODELED GRAV-     979,926.7   (mgal)                       NAVD 88
 OZ0020
 OZ0020  VERT ORDER  -  FIRST     CLASS II
 OZ0020
 OZ0020.The horizontal coordinates were scaled from a topographic map and have
 OZ0020.an estimated accuracy of +/- 6 seconds.
 OZ0020
 OZ0020.The orthometric height was determined by differential leveling
 OZ0020.and adjusted by the National Geodetic Survey in June 1991..
 OZ0020
 OZ0020.The geoid height was determined by GEOID03.
 OZ0020
 OZ0020.The dynamic height is computed by dividing the NAVD 88
 OZ0020.geopotential number by the normal gravity value computed on the
 OZ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0020.degrees latitude (g = 980.6199 gals.).
 OZ0020
 OZ0020.The modeled gravity was interpolated from observed gravity values.
 OZ0020
 OZ0020;                    North         East    Units  Estimated Accuracy
 OZ0020;SPC ID C     -   228,230.      473,500.      MT  (+/- 180 meters Scaled)
 OZ0020
 OZ0020                          SUPERSEDED SURVEY CONTROL
 OZ0020
 OZ0020  NGVD 29 (??/??/92) 1858.020  (m)         6095.85   (f) ADJ UNCH    1 2
 OZ0020
 OZ0020.Superseded values are not recommended for survey control.
 OZ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0020.See file dsdata.txt to determine how the superseded data were derived.
 OZ0020
 OZ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ151443(NAD 83)
 OZ0020_MARKER: Q = CHISELED SQUARE
 OZ0020_SETTING: 80 = SET IN A BOULDER
 OZ0020_SP_SET: BOULDER
 OZ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0020+STABILITY: SURFACE MOTION
 OZ0020
 OZ0020  HISTORY     - Date     Condition        Report By
 OZ0020  HISTORY     - UNK      MONUMENTED       USGS
 OZ0020  HISTORY     - 1933     GOOD             NGS
 OZ0020  HISTORY     - 20060913 MARK NOT FOUND   USGS
 OZ0020
 OZ0020                          STATION DESCRIPTION
 OZ0020
 OZ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0020'3.4 MI NE FROM KETCHUM.
 OZ0020'3.4 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT ROAD FROM KETCHUM,
 OZ0020'BLAINE COUNTY, 925 FEET SOUTHWEST OF A SAWTOOTH NATIONAL FOREST
 OZ0020'BOUNDARY SIGN, ON THE SLOPE OF A BLUFF, 30 FEET SOUTHEAST OF THE
 OZ0020'CENTER LINE OF THE ROAD, AND ON THE TOP OF A WHITE BOULDER MARKED BY
 OZ0020'THE PAINTED LETTERS US 6093.7 BM.  A CHISELED SQUARE.
 OZ0020
 OZ0020                          STATION RECOVERY (2006)
 OZ0020
 OZ0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0452 ***********************************************************************
 QZ0452  DESIGNATION -  6096
 QZ0452  PID         -  QZ0452
 QZ0452  STATE/COUNTY-  ID/IDAHO
 QZ0452  USGS QUAD   -  VICTOR PEAK (1979)
 QZ0452
 QZ0452                         *CURRENT SURVEY CONTROL
 QZ0452  ___________________________________________________________________
 QZ0452* NAD 83(1986)-  45 14 24.     (N)    115 54 38.     (W)     SCALED    
 QZ0452* NAVD 88     -      1859.088  (meters)    6099.36   (feet)  ADJUSTED  
 QZ0452  ___________________________________________________________________
 QZ0452  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 QZ0452  DYNAMIC HT  -        1858.224 (meters)    6096.52  (feet)  COMP
 QZ0452  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 QZ0452
 QZ0452  VERT ORDER  -  SECOND    CLASS 0
 QZ0452
 QZ0452.The horizontal coordinates were scaled from a topographic map and have
 QZ0452.an estimated accuracy of +/- 6 seconds.
 QZ0452
 QZ0452.The orthometric height was determined by differential leveling
 QZ0452.and adjusted by the National Geodetic Survey in June 1991..
 QZ0452
 QZ0452.The geoid height was determined by GEOID03.
 QZ0452
 QZ0452.The dynamic height is computed by dividing the NAVD 88
 QZ0452.geopotential number by the normal gravity value computed on the
 QZ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0452.degrees latitude (g = 980.6199 gals.).
 QZ0452
 QZ0452.The modeled gravity was interpolated from observed gravity values.
 QZ0452
 QZ0452;                    North         East    Units  Estimated Accuracy
 QZ0452;SPC ID W     -   396,990.      787,400.      MT  (+/- 180 meters Scaled)
 QZ0452
 QZ0452                          SUPERSEDED SURVEY CONTROL
 QZ0452
 QZ0452  NGVD 29 (??/??/92) 1857.810  (m)         6095.16   (f) ADJ UNCH    2 0
 QZ0452
 QZ0452.Superseded values are not recommended for survey control.
 QZ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0452.See file dsdata.txt to determine how the superseded data were derived.
 QZ0452
 QZ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL855101(NAD 83)
 QZ0452_MARKER: DD = SURVEY DISK
 QZ0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0452_SP_SET: CULVERT
 QZ0452_STAMPING: 6096.60 26
 QZ0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0452
 QZ0452  HISTORY     - Date     Condition        Report By
 QZ0452  HISTORY     - UNK      MONUMENTED       BPR
 QZ0452  HISTORY     - 1959     GOOD             NGS
 QZ0452
 QZ0452                          STATION DESCRIPTION
 QZ0452
 QZ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QZ0452'3.2 MI S FROM BURGDORF.
 QZ0452'3.2 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 QZ0452'AT BURGDORF, AT THE NORTH END OF A CUT, IN TOP OF A 3-BY 4-FOOT
 QZ0452'EMBEDDED GRANITE BOULDER WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE
 QZ0452'GROUND, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 24 FEET
 QZ0452'NORTHEAST OF THE SOUTHEAST END OF AN 18-INCH PIPE CULVERT UNDER THE
 QZ0452'ROAD, 2.7 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER
 QZ0452'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0260 ***********************************************************************
 OX0260  DESIGNATION -  6099.7
 OX0260  PID         -  OX0260
 OX0260  STATE/COUNTY-  ID/TETON
 OX0260  USGS QUAD   -  DRIGGS (1978)
 OX0260
 OX0260                         *CURRENT SURVEY CONTROL
 OX0260  ___________________________________________________________________
 OX0260* NAD 83(1986)-  43 43 11.     (N)    111 06 41.     (W)     SCALED    
 OX0260* NAVD 88     -      1860.083  (meters)    6102.62   (feet)  POSTED    
 OX0260  ___________________________________________________________________
 OX0260  GEOID HEIGHT-          -9.81  (meters)                     GEOID03
 OX0260  DYNAMIC HT  -        1858.920 (meters)    6098.81  (feet)  COMP
 OX0260  MODELED GRAV-     979,927.6   (mgal)                       NAVD 88
 OX0260
 OX0260  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0260
 OX0260.The horizontal coordinates were scaled from a topographic map and have
 OX0260.an estimated accuracy of +/- 6 seconds.
 OX0260
 OX0260.The orthometric height was determined by differential leveling
 OX0260.and adjusted by the National Geodetic Survey in 1992..
 OX0260.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0260.rate of 1.1 thru 2.0 mm/km.
 OX0260
 OX0260.The geoid height was determined by GEOID03.
 OX0260
 OX0260.The dynamic height is computed by dividing the NAVD 88
 OX0260.geopotential number by the normal gravity value computed on the
 OX0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0260.degrees latitude (g = 980.6199 gals.).
 OX0260
 OX0260.The modeled gravity was interpolated from observed gravity values.
 OX0260
 OX0260;                    North         East    Units  Estimated Accuracy
 OX0260;SPC ID E     -   228,600.      285,030.      MT  (+/- 180 meters Scaled)
 OX0260
 OX0260                          SUPERSEDED SURVEY CONTROL
 OX0260
 OX0260  NGVD 29 (??/??/92) 1858.826  (m)         6098.50   (f) ADJ UNCH    2 0
 OX0260
 OX0260.Superseded values are not recommended for survey control.
 OX0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0260.See file dsdata.txt to determine how the superseded data were derived.
 OX0260
 OX0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP910407(NAD 83)
 OX0260_MARKER: P = PIPE CAP
 OX0260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0260_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0260
 OX0260  HISTORY     - Date     Condition        Report By
 OX0260  HISTORY     - UNK      MONUMENTED       USGS
 OX0260  HISTORY     - 1934     GOOD             NGS
 OX0260
 OX0260                          STATION DESCRIPTION
 OX0260
 OX0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0260'IN DRIGGS.
 OX0260'AT DRIGGS, TETON COUNTY, ABOUT 0.3 MILE SOUTH OF THE COUNTY
 OX0260'COURTHOUSE, ABOUT 660 FEET EAST OF THE CENTER LINE OF THE OREGON SHORT
 OX0260'LINE RAILROAD, 72 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 33,
 OX0260'AND 51 FEET EAST OF THE FRONT ENTRANCE TO THE TWO-STORY HOUSE OF A.V.
 OX0260'BUTLER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, AND RIVETED
 OX0260'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1223 ***********************************************************************
 NV1223  DESIGNATION -  61 EMH
 NV1223  PID         -  NV1223
 NV1223  STATE/COUNTY-  ID/OWYHEE
 NV1223  USGS QUAD   -  GRASMERE (1979)
 NV1223
 NV1223                         *CURRENT SURVEY CONTROL
 NV1223  ___________________________________________________________________
 NV1223* NAD 83(1986)-  42 23 10.     (N)    115 57 22.     (W)     SCALED    
 NV1223* NAVD 88     -      1647.417  (meters)    5404.90   (feet)  POSTED    
 NV1223  ___________________________________________________________________
 NV1223  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 NV1223  DYNAMIC HT  -        1646.320 (meters)    5401.30  (feet)  COMP
 NV1223  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 NV1223
 NV1223  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV1223
 NV1223.The horizontal coordinates were scaled from a topographic map and have
 NV1223.an estimated accuracy of +/- 6 seconds.
 NV1223
 NV1223.The orthometric height was determined by differential leveling
 NV1223.and adjusted by the National Geodetic Survey in 1992..
 NV1223.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV1223.rate of 0.0 thru 1.0 mm/km.
 NV1223
 NV1223.The geoid height was determined by GEOID03.
 NV1223
 NV1223.The dynamic height is computed by dividing the NAVD 88
 NV1223.geopotential number by the normal gravity value computed on the
 NV1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1223.degrees latitude (g = 980.6199 gals.).
 NV1223
 NV1223.The modeled gravity was interpolated from observed gravity values.
 NV1223
 NV1223;                    North         East    Units  Estimated Accuracy
 NV1223;SPC ID W     -    79,930.      783,030.      MT  (+/- 180 meters Scaled)
 NV1223
 NV1223                          SUPERSEDED SURVEY CONTROL
 NV1223
 NV1223  NGVD 29 (??/??/92) 1646.30   (m)         5401.2    (f) COMPUTED    2 0
 NV1223
 NV1223.Superseded values are not recommended for survey control.
 NV1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1223.See file dsdata.txt to determine how the superseded data were derived.
 NV1223
 NV1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG859931(NAD 83)
 NV1223_MARKER: DD = SURVEY DISK
 NV1223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NV1223_SP_SET: COPPER-CLAD STEEL ROD
 NV1223_STAMPING: 61 EMH 1972 5401
 NV1223_MARK LOGO: USGS  
 NV1223_MAGNETIC: I = MARKER IS A STEEL ROD
 NV1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1223+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NV1223
 NV1223  HISTORY     - Date     Condition        Report By
 NV1223  HISTORY     - 1972     MONUMENTED       USGS
 NV1223
 NV1223                          STATION DESCRIPTION
 NV1223
 NV1223'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NV1223'FROM GRASMERE, IDAHO, PROCEED 0.4 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NV1223'3.9 MILES WEST ALONG A DIRT ROAD, 5.3 MILES SOUTH OF WICKAHONEY RANCH
 NV1223'HOUSE, 54 FEET NORTH AND 36 FEET WEST AND ABOUT LEVEL WITH CROSSROAD,
 NV1223'A 5/8-INCH COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE AND
 NV1223'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1020 ***********************************************************************
 OY1020  DESIGNATION -  61 HLS
 OY1020  PID         -  OY1020
 OY1020  STATE/COUNTY-  ID/BUTTE
 OY1020  USGS QUAD   -  BIG LOST RIVER SINKS (1969)
 OY1020
 OY1020                         *CURRENT SURVEY CONTROL
 OY1020  ___________________________________________________________________
 OY1020* NAD 83(1986)-  43 46 00.     (N)    112 46 04.     (W)     SCALED    
 OY1020* NAVD 88     -      1462.848  (meters)    4799.36   (feet)  ADJUSTED  
 OY1020  ___________________________________________________________________
 OY1020  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 OY1020  DYNAMIC HT  -        1462.111 (meters)    4796.94  (feet)  COMP
 OY1020  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 OY1020
 OY1020  VERT ORDER  -  FIRST     CLASS II
 OY1020
 OY1020.The horizontal coordinates were scaled from a topographic map and have
 OY1020.an estimated accuracy of +/- 6 seconds.
 OY1020
 OY1020.The orthometric height was determined by differential leveling
 OY1020.and adjusted by the National Geodetic Survey in December 1992..
 OY1020
 OY1020.The geoid height was determined by GEOID03.
 OY1020
 OY1020.The dynamic height is computed by dividing the NAVD 88
 OY1020.geopotential number by the normal gravity value computed on the
 OY1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1020.degrees latitude (g = 980.6199 gals.).
 OY1020
 OY1020.The modeled gravity was interpolated from observed gravity values.
 OY1020
 OY1020;                    North         East    Units  Estimated Accuracy
 OY1020;SPC ID C     -   234,010.      599,210.      MT  (+/- 180 meters Scaled)
 OY1020
 OY1020                          SUPERSEDED SURVEY CONTROL
 OY1020
 OY1020  NGVD 29 (08/20/92) 1461.784  (m)         4795.87   (f) ADJUSTED    1 2
 OY1020
 OY1020.Superseded values are not recommended for survey control.
 OY1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1020.See file dsdata.txt to determine how the superseded data were derived.
 OY1020
 OY1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP577474(NAD 83)
 OY1020_MARKER: DB = BENCH MARK DISK
 OY1020_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OY1020_SP_SET: COPPER-CLAD STEEL ROD
 OY1020_STAMPING: 61 HLS 1967 4796
 OY1020_MARK LOGO: USGS  
 OY1020_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1020_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1020+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY1020
 OY1020  HISTORY     - Date     Condition        Report By
 OY1020  HISTORY     - 1967     MONUMENTED       USGS
 OY1020  HISTORY     - 19920331 GOOD             NGS
 OY1020
 OY1020                          STATION DESCRIPTION
 OY1020
 OY1020'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1020'FROM TEST AREA NORTH, IDAHO PROCEED 6.6 MILES SOUTHWEST ALONG LINCOLN
 OY1020'BOULEVARD (STATE HIGHWAY 88), 102 FEET EAST OF A PAVED ROAD AND ABOUT
 OY1020'1 FOOT HIGHER, 45 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE, 25
 OY1020'FEET NORTH OF POWER POLE 410, 3 FEET WEST OF A WITNESS POST, UNDER A
 OY1020'POWER LINE, ON A SMALL RISE, SET ON A COPPER-COATED ROD DRIVEN TO
 OY1020'REFUSAL) PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OY1020
 OY1020                          STATION RECOVERY (1992)
 OY1020
 OY1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1020'21.1 KM (13.10 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1020'OFFICE IN HOWE, THENCE 3.2 KM (2.00 MI) SOUTHWESTERLY ALONG LINCOLN
 OY1020'BOULEVARD, 31.4 M (103.0 FT) SOUTHEAST OF AND LEVEL WITH THE
 OY1020'BOULEVARD CENTERLINE, 7.6 M (24.9 FT) NORTH OF UTILITY POLE NUMBER
 OY1020'410, 0.9 M (3.0 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS
 OY1020'ENCASED IN A 6-INCH PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE
 OY1020'ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0309 ***********************************************************************
 OY0309  DESIGNATION -  61 KK
 OY0309  PID         -  OY0309
 OY0309  STATE/COUNTY-  ID/BINGHAM
 OY0309  USGS QUAD   -  ROSE (1979)
 OY0309
 OY0309                         *CURRENT SURVEY CONTROL
 OY0309  ___________________________________________________________________
 OY0309* NAD 83(1986)-  43 15 40.     (N)    112 19 33.     (W)     SCALED    
 OY0309* NAVD 88     -      1379.165  (meters)    4524.81   (feet)  ADJUSTED  
 OY0309  ___________________________________________________________________
 OY0309  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 OY0309  DYNAMIC HT  -        1378.415 (meters)    4522.35  (feet)  COMP
 OY0309  MODELED GRAV-     980,028.6   (mgal)                       NAVD 88
 OY0309
 OY0309  VERT ORDER  -  SECOND    CLASS 0
 OY0309
 OY0309.The horizontal coordinates were scaled from a topographic map and have
 OY0309.an estimated accuracy of +/- 6 seconds.
 OY0309
 OY0309.The orthometric height was determined by differential leveling
 OY0309.and adjusted by the National Geodetic Survey in June 1991..
 OY0309
 OY0309.The geoid height was determined by GEOID03.
 OY0309
 OY0309.The dynamic height is computed by dividing the NAVD 88
 OY0309.geopotential number by the normal gravity value computed on the
 OY0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0309.degrees latitude (g = 980.6199 gals.).
 OY0309
 OY0309.The modeled gravity was interpolated from observed gravity values.
 OY0309
 OY0309;                    North         East    Units  Estimated Accuracy
 OY0309;SPC ID E     -   177,120.      187,080.      MT  (+/- 180 meters Scaled)
 OY0309
 OY0309                          SUPERSEDED SURVEY CONTROL
 OY0309
 OY0309  NGVD 29 (??/??/92) 1378.101  (m)         4521.32   (f) ADJ UNCH    2 0
 OY0309
 OY0309.Superseded values are not recommended for survey control.
 OY0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0309.See file dsdata.txt to determine how the superseded data were derived.
 OY0309
 OY0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN923906(NAD 83)
 OY0309_MARKER: DD = SURVEY DISK
 OY0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0309_STAMPING: 61 KK 45522 1948
 OY0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0309+STABILITY: SURFACE MOTION
 OY0309
 OY0309  HISTORY     - Date     Condition        Report By
 OY0309  HISTORY     - 1948     MONUMENTED       USGS
 OY0309  HISTORY     - 1959     GOOD             NGS
 OY0309
 OY0309                          STATION DESCRIPTION
 OY0309
 OY0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OY0309'0.4 MI N FROM ROSE.
 OY0309'0.4 MILE NORTH ON PAVED ROAD FROM THE L.D.S. CHURCH AT ROSE TO A T
 OY0309'INTERSECTION, 134 FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE BRIDGE
 OY0309'OVER A CANAL, 88 1/2 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 OY0309'PAVED ROAD, 5.4 FEET SOUTHWEST OF A POWER POLE, 1 FOOT WEST OF A FENCE
 OY0309'LINE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0113 ***********************************************************************
 OZ0113  DESIGNATION -  6114
 OZ0113  PID         -  OZ0113
 OZ0113  STATE/COUNTY-  ID/BLAINE
 OZ0113  USGS QUAD   -  RICHARDSON SUMMIT (1986)
 OZ0113
 OZ0113                         *CURRENT SURVEY CONTROL
 OZ0113  ___________________________________________________________________
 OZ0113* NAD 83(1986)-  43 26 06.     (N)    114 28 06.     (W)     SCALED    
 OZ0113* NAVD 88     -      1863.415  (meters)    6113.55   (feet)  ADJUSTED  
 OZ0113  ___________________________________________________________________
 OZ0113  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 OZ0113  DYNAMIC HT  -        1862.271 (meters)    6109.80  (feet)  COMP
 OZ0113  MODELED GRAV-     979,938.9   (mgal)                       NAVD 88
 OZ0113
 OZ0113  VERT ORDER  -  SECOND    CLASS 0
 OZ0113
 OZ0113.The horizontal coordinates were scaled from a topographic map and have
 OZ0113.an estimated accuracy of +/- 6 seconds.
 OZ0113
 OZ0113.The orthometric height was determined by differential leveling
 OZ0113.and adjusted by the National Geodetic Survey in June 1991..
 OZ0113
 OZ0113.The geoid height was determined by GEOID03.
 OZ0113
 OZ0113.The dynamic height is computed by dividing the NAVD 88
 OZ0113.geopotential number by the normal gravity value computed on the
 OZ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0113.degrees latitude (g = 980.6199 gals.).
 OZ0113
 OZ0113.The modeled gravity was interpolated from observed gravity values.
 OZ0113
 OZ0113;                    North         East    Units  Estimated Accuracy
 OZ0113;SPC ID C     -   196,530.      462,080.      MT  (+/- 180 meters Scaled)
 OZ0113
 OZ0113                          SUPERSEDED SURVEY CONTROL
 OZ0113
 OZ0113  NGVD 29 (??/??/92) 1862.252  (m)         6109.74   (f) ADJ UNCH    2 0
 OZ0113
 OZ0113.Superseded values are not recommended for survey control.
 OZ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0113.See file dsdata.txt to determine how the superseded data were derived.
 OZ0113
 OZ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ048122(NAD 83)
 OZ0113_MARKER: P = PIPE CAP
 OZ0113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OZ0113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OZ0113_STAMPING: 6114
 OZ0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0113
 OZ0113  HISTORY     - Date     Condition        Report By
 OZ0113  HISTORY     - UNK      MONUMENTED       USGS
 OZ0113  HISTORY     - 1950     GOOD             NGS
 OZ0113
 OZ0113                          STATION DESCRIPTION
 OZ0113
 OZ0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0113'10.5 MI SW FROM HAILEY.
 OZ0113'0.1 MILE NORTHWEST ALONG FIRST AVENUE FROM THE COUNTY COURTHOUSE AT
 OZ0113'HAILEY, THENCE 10.4 MILES SOUTHWEST ALONG STATE HIGHWAY 22, AT THE
 OZ0113'SUMMIT OF A STEEP GRADE, 0.1 MILE NORTHEAST OF THE JUNCTION OF A ROAD
 OZ0113'LEADING SOUTH TO CAMAS MINE, IN A SADDLE BETWEEN TWO LOW SAGE-COVERED
 OZ0113'RIDGES, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16 1/2
 OZ0113'FEET NORTHEAST OF A POST BEARING A SIGN WARNING THIS AREA CLOSED TO
 OZ0113'ALL BIG GAME HUNTING UNTIL FURTHER NOTICE, 2.9 FEET SOUTHWEST OF A
 OZ0113'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND RIVETED ON TOP
 OZ0113'OF A 3 1/2-INCH IRON PIPE PROJECTING 2.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0734 ***********************************************************************
 OY0734  DESIGNATION -  6120
 OY0734  PID         -  OY0734
 OY0734  STATE/COUNTY-  ID/CUSTER
 OY0734  USGS QUAD   -  MACKAY RESERVOIR (1991)
 OY0734
 OY0734                         *CURRENT SURVEY CONTROL
 OY0734  ___________________________________________________________________
 OY0734* NAD 83(1986)-  43 57 24.     (N)    113 40 11.     (W)     SCALED    
 OY0734* NAVD 88     -      1866.206  (meters)    6122.71   (feet)  POSTED    
 OY0734  ___________________________________________________________________
 OY0734  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 OY0734  DYNAMIC HT  -        1864.980 (meters)    6118.69  (feet)  COMP
 OY0734  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 OY0734
 OY0734  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0734
 OY0734.The horizontal coordinates were scaled from a topographic map and have
 OY0734.an estimated accuracy of +/- 6 seconds.
 OY0734
 OY0734.The orthometric height was determined by differential leveling
 OY0734.and adjusted by the National Geodetic Survey in 1992..
 OY0734.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0734.rate greater than 8.0 mm/km.
 OY0734
 OY0734.The geoid height was determined by GEOID03.
 OY0734
 OY0734.The dynamic height is computed by dividing the NAVD 88
 OY0734.geopotential number by the normal gravity value computed on the
 OY0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0734.degrees latitude (g = 980.6199 gals.).
 OY0734
 OY0734.The modeled gravity was interpolated from observed gravity values.
 OY0734
 OY0734;                    North         East    Units  Estimated Accuracy
 OY0734;SPC ID C     -   254,430.      526,510.      MT  (+/- 180 meters Scaled)
 OY0734
 OY0734                          SUPERSEDED SURVEY CONTROL
 OY0734
 OY0734  NGVD 29 (??/??/92) 1865.154  (m)         6119.26   (f) ADJ UNCH    2 0
 OY0734
 OY0734.Superseded values are not recommended for survey control.
 OY0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0734.See file dsdata.txt to determine how the superseded data were derived.
 OY0734
 OY0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP857705(NAD 83)
 OY0734_MARKER: P = PIPE CAP
 OY0734_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0734_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0734_STAMPING: 6120 1912 32
 OY0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0734
 OY0734  HISTORY     - Date     Condition        Report By
 OY0734  HISTORY     - 1912     MONUMENTED       USGS
 OY0734  HISTORY     - 1936     GOOD             NGS
 OY0734
 OY0734                          STATION DESCRIPTION
 OY0734
 OY0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0734'4.9 MI NW FROM MACKAY.
 OY0734'4.9 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE OREGON SHORT LINE
 OY0734'RAILROAD STATION AT MACKAY, CUSTER COUNTY, 400 FEET NORTH OF THE NORTH
 OY0734'END OF THE MACKAY DAM, 50 FEET NORTH OF A SMALL BORROW PIT, 75 FEET
 OY0734'SOUTH OF A ROW OF POLES, AND 30 FEET NORTH OF A STAGE ROAD.  A UNITED
 OY0734'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6120 1912 32 AND
 OY0734'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0731 ***********************************************************************
 OY0731  DESIGNATION -  6122
 OY0731  PID         -  OY0731
 OY0731  STATE/COUNTY-  ID/CUSTER
 OY0731  USGS QUAD   -  MACKAY RESERVOIR (1991)
 OY0731
 OY0731                         *CURRENT SURVEY CONTROL
 OY0731  ___________________________________________________________________
 OY0731* NAD 83(1986)-  43 58 45.     (N)    113 44 12.     (W)     SCALED    
 OY0731* NAVD 88     -      1866.855  (meters)    6124.84   (feet)  POSTED    
 OY0731  ___________________________________________________________________
 OY0731  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 OY0731  DYNAMIC HT  -        1865.710 (meters)    6121.08  (feet)  COMP
 OY0731  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 OY0731
 OY0731  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0731
 OY0731.The horizontal coordinates were scaled from a topographic map and have
 OY0731.an estimated accuracy of +/- 6 seconds.
 OY0731
 OY0731.The orthometric height was determined by differential leveling
 OY0731.and adjusted by the National Geodetic Survey in 1992..
 OY0731.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0731.rate greater than 8.0 mm/km.
 OY0731
 OY0731.The geoid height was determined by GEOID03.
 OY0731
 OY0731.The dynamic height is computed by dividing the NAVD 88
 OY0731.geopotential number by the normal gravity value computed on the
 OY0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0731.degrees latitude (g = 980.6199 gals.).
 OY0731
 OY0731.The modeled gravity was interpolated from observed gravity values.
 OY0731
 OY0731;                    North         East    Units  Estimated Accuracy
 OY0731;SPC ID C     -   256,910.      521,130.      MT  (+/- 180 meters Scaled)
 OY0731
 OY0731                          SUPERSEDED SURVEY CONTROL
 OY0731
 OY0731  NGVD 29 (??/??/92) 1865.977  (m)         6121.96   (f) ADJ UNCH    2 0
 OY0731
 OY0731.Superseded values are not recommended for survey control.
 OY0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0731.See file dsdata.txt to determine how the superseded data were derived.
 OY0731
 OY0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP805732(NAD 83)
 OY0731_MARKER: P = PIPE CAP
 OY0731_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0731_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0731_STAMPING: 6122 1912 33
 OY0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0731
 OY0731  HISTORY     - Date     Condition        Report By
 OY0731  HISTORY     - 1912     MONUMENTED       USGS
 OY0731  HISTORY     - 1936     GOOD             NGS
 OY0731
 OY0731                          STATION DESCRIPTION
 OY0731
 OY0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0731'9.5 MI SE FROM CHILLY.
 OY0731'9.5 MILES SOUTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 OY0731'CHILLY, CUSTER COUNTY, 8.7 MILES NORTHWEST OF MACKAY, OPPOSITE POLE
 OY0731'162, AT THE EAST END OF A CURVE IN THE NEW ROAD, AT THE BASE OF THE
 OY0731'WESTERNMOST ONE OF THREE SMALL ROCKY HILLS, 93 FEET SOUTHEAST OF THE
 OY0731'CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A FENCE.  A UNITED
 OY0731'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6122 1912 33 AND
 OY0731'RIVETED ON THE TOP OF A 3-1/2-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0109 ***********************************************************************
 QA0109  DESIGNATION -  6123.07
 QA0109  PID         -  QA0109
 QA0109  STATE/COUNTY-  ID/CUSTER
 QA0109  USGS QUAD   -  EAST BASIN CREEK (1964)
 QA0109
 QA0109                         *CURRENT SURVEY CONTROL
 QA0109  ___________________________________________________________________
 QA0109* NAD 83(1986)-  44 15 47.     (N)    114 51 20.     (W)     SCALED    
 QA0109* NAVD 88     -      1865.437  (meters)    6120.19   (feet)  ADJUSTED  
 QA0109  ___________________________________________________________________
 QA0109  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 QA0109  DYNAMIC HT  -        1864.329 (meters)    6116.55  (feet)  COMP
 QA0109  MODELED GRAV-     979,958.3   (mgal)                       NAVD 88
 QA0109
 QA0109  VERT ORDER  -  SECOND    CLASS 0
 QA0109
 QA0109.The horizontal coordinates were scaled from a topographic map and have
 QA0109.an estimated accuracy of +/- 6 seconds.
 QA0109
 QA0109.The orthometric height was determined by differential leveling
 QA0109.and adjusted by the National Geodetic Survey in June 1991..
 QA0109
 QA0109.The geoid height was determined by GEOID03.
 QA0109
 QA0109.The dynamic height is computed by dividing the NAVD 88
 QA0109.geopotential number by the normal gravity value computed on the
 QA0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0109.degrees latitude (g = 980.6199 gals.).
 QA0109
 QA0109.The modeled gravity was interpolated from observed gravity values.
 QA0109
 QA0109;                    North         East    Units  Estimated Accuracy
 QA0109;SPC ID C     -   288,780.      431,690.      MT  (+/- 180 meters Scaled)
 QA0109
 QA0109                          SUPERSEDED SURVEY CONTROL
 QA0109
 QA0109  NGVD 29 (??/??/92) 1864.146  (m)         6115.95   (f) ADJ UNCH    2 0
 QA0109
 QA0109.Superseded values are not recommended for survey control.
 QA0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0109.See file dsdata.txt to determine how the superseded data were derived.
 QA0109
 QA0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK711033(NAD 83)
 QA0109_MARKER: DD = SURVEY DISK
 QA0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0109_SP_SET: CULVERT
 QA0109_STAMPING: 13 26 J 6123.07 1931
 QA0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0109
 QA0109  HISTORY     - Date     Condition        Report By
 QA0109  HISTORY     - 1931     MONUMENTED       BPR
 QA0109  HISTORY     - 1955     GOOD             NGS
 QA0109
 QA0109                          STATION DESCRIPTION
 QA0109
 QA0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0109'5.0 MI E FROM STANLEY.
 QA0109'ABOUT 5.0 MILES EAST ALONG U. S. HIGHWAY NO. 93 FROM THE VALLEY CREEK
 QA0109'RANGER STATION AT STANLEY, AT THE MOUTH OF LYNCH CREEK, 35 FEET
 QA0109'NORTHWEST OF THE NORTHWEST BANK OF THE SALMON RIVER, AT A CULVERT, IN
 QA0109'THE TOP OF THE SOUTHEAST CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0262 ***********************************************************************
 OX0262  DESIGNATION -  6125.1
 OX0262  PID         -  OX0262
 OX0262  STATE/COUNTY-  ID/TETON
 OX0262  USGS QUAD   -  DRIGGS (1978)
 OX0262
 OX0262                         *CURRENT SURVEY CONTROL
 OX0262  ___________________________________________________________________
 OX0262* NAD 83(1986)-  43 40 47.     (N)    111 06 40.     (W)     SCALED    
 OX0262* NAVD 88     -      1867.843  (meters)    6128.08   (feet)  POSTED    
 OX0262  ___________________________________________________________________
 OX0262  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 OX0262  DYNAMIC HT  -        1866.670 (meters)    6124.23  (feet)  COMP
 OX0262  MODELED GRAV-     979,926.9   (mgal)                       NAVD 88
 OX0262
 OX0262  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0262
 OX0262.The horizontal coordinates were scaled from a topographic map and have
 OX0262.an estimated accuracy of +/- 6 seconds.
 OX0262
 OX0262.The orthometric height was determined by differential leveling
 OX0262.and adjusted by the National Geodetic Survey in 1992..
 OX0262.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0262.rate of 1.1 thru 2.0 mm/km.
 OX0262
 OX0262.The geoid height was determined by GEOID03.
 OX0262
 OX0262.The dynamic height is computed by dividing the NAVD 88
 OX0262.geopotential number by the normal gravity value computed on the
 OX0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0262.degrees latitude (g = 980.6199 gals.).
 OX0262
 OX0262.The modeled gravity was interpolated from observed gravity values.
 OX0262
 OX0262;                    North         East    Units  Estimated Accuracy
 OX0262;SPC ID E     -   224,150.      285,110.      MT  (+/- 180 meters Scaled)
 OX0262
 OX0262                          SUPERSEDED SURVEY CONTROL
 OX0262
 OX0262  NGVD 29 (??/??/92) 1866.589  (m)         6123.97   (f) ADJ UNCH    2 0
 OX0262
 OX0262.Superseded values are not recommended for survey control.
 OX0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0262.See file dsdata.txt to determine how the superseded data were derived.
 OX0262
 OX0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP910363(NAD 83)
 OX0262_MARKER: P = PIPE CAP
 OX0262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0262_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0262
 OX0262  HISTORY     - Date     Condition        Report By
 OX0262  HISTORY     - UNK      MONUMENTED       USGS
 OX0262  HISTORY     - 1928     GOOD             BPR
 OX0262
 OX0262                          STATION DESCRIPTION
 OX0262
 OX0262'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 OX0262'3.2 MI S FROM DRIGGS.
 OX0262'ABOUT 3.2 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OX0262'STATION AT DRIGGS, TETON COUNTY, ABOUT 0.3 MILE SOUTH OF MILEPOST 40,
 OX0262'ABOUT 180 FEET NORTHWEST OF THE NORTH END OF TRESTLE 40.32, ABOUT 116
 OX0262'FEET NORTHWEST OF THE CROSSING OF A DIRT ROAD, AND 45 FEET WEST OF THE
 OX0262'CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 OX0262'CAP, RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0022 ***********************************************************************
 OZ0022  DESIGNATION -  6125.6
 OZ0022  PID         -  OZ0022
 OZ0022  STATE/COUNTY-  ID/BLAINE
 OZ0022  USGS QUAD   -  SUN VALLEY (1967)
 OZ0022
 OZ0022                         *CURRENT SURVEY CONTROL
 OZ0022  ___________________________________________________________________
 OZ0022* NAD 83(1986)-  43 43 41.     (N)    114 18 54.     (W)     SCALED    
 OZ0022* NAVD 88     -      1869.03   (+/-2cm)    6132.0    (feet)  VERTCON   
 OZ0022  ___________________________________________________________________
 OZ0022  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 OZ0022
 OZ0022  VERT ORDER  -  ? (See Below)
 OZ0022
 OZ0022.The horizontal coordinates were scaled from a topographic map and have
 OZ0022.an estimated accuracy of +/- 6 seconds.
 OZ0022
 OZ0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0022.The vertical order pertains to the NGVD 29 superseded value.
 OZ0022
 OZ0022.The geoid height was determined by GEOID03.
 OZ0022
 OZ0022;                    North         East    Units  Estimated Accuracy
 OZ0022;SPC ID C     -   229,030.      474,620.      MT  (+/- 180 meters Scaled)
 OZ0022
 OZ0022                          SUPERSEDED SURVEY CONTROL
 OZ0022
 OZ0022  NGVD 29 (??/??/92) 1867.755  (m)         6127.79   (f) ADJ UNCH    ?  
 OZ0022
 OZ0022.Superseded values are not recommended for survey control.
 OZ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0022.See file dsdata.txt to determine how the superseded data were derived.
 OZ0022
 OZ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ162451(NAD 83)
 OZ0022_MARKER: Q = CHISELED SQUARE
 OZ0022_SETTING: 80 = SET IN A BOULDER
 OZ0022_SP_SET: BOULDER
 OZ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0022+STABILITY: SURFACE MOTION
 OZ0022
 OZ0022  HISTORY     - Date     Condition        Report By
 OZ0022  HISTORY     - UNK      MONUMENTED       USGS
 OZ0022  HISTORY     - 1933     GOOD             NGS
 OZ0022
 OZ0022                          STATION DESCRIPTION
 OZ0022
 OZ0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0022'4.3 MI NE FROM KETCHUM.
 OZ0022'4.3 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT ROAD FROM KETCHUM,
 OZ0022'BLAINE COUNTY, 0.3 MILE SOUTHWEST OF THE CROSSING OF TRAIL CREEK, 25
 OZ0022'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ON THE TOP OF A
 OZ0022'GRANITE BOULDER MARKED BY THE PAINTED LETTERS US 6125.6 BM.  A
 OZ0022'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0440 ***********************************************************************
 NT0440  DESIGNATION -  6132
 NT0440  PID         -  NT0440
 NT0440  STATE/COUNTY-  ID/CARIBOU
 NT0440  USGS QUAD   -  HENRY (1981)
 NT0440
 NT0440                         *CURRENT SURVEY CONTROL
 NT0440  ___________________________________________________________________
 NT0440* NAD 83(1986)-  42 54 28.     (N)    111 31 47.     (W)     SCALED    
 NT0440* NAVD 88     -      1870.265  (meters)    6136.03   (feet)  ADJUSTED  
 NT0440  ___________________________________________________________________
 NT0440  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 NT0440  DYNAMIC HT  -        1868.979 (meters)    6131.81  (feet)  COMP
 NT0440  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 NT0440
 NT0440  VERT ORDER  -  SECOND    CLASS 0
 NT0440
 NT0440.The horizontal coordinates were scaled from a topographic map and have
 NT0440.an estimated accuracy of +/- 6 seconds.
 NT0440
 NT0440.The orthometric height was determined by differential leveling
 NT0440.and adjusted by the National Geodetic Survey in June 1991..
 NT0440
 NT0440.The geoid height was determined by GEOID03.
 NT0440
 NT0440.The dynamic height is computed by dividing the NAVD 88
 NT0440.geopotential number by the normal gravity value computed on the
 NT0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0440.degrees latitude (g = 980.6199 gals.).
 NT0440
 NT0440.The modeled gravity was interpolated from observed gravity values.
 NT0440
 NT0440;                    North         East    Units  Estimated Accuracy
 NT0440;SPC ID E     -   138,050.      252,010.      MT  (+/- 180 meters Scaled)
 NT0440
 NT0440                          SUPERSEDED SURVEY CONTROL
 NT0440
 NT0440  NGVD 29 (??/??/92) 1869.02   (m)         6131.9    (f) COMPUTED    2 0
 NT0440
 NT0440.Superseded values are not recommended for survey control.
 NT0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0440.See file dsdata.txt to determine how the superseded data were derived.
 NT0440
 NT0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN567507(NAD 83)
 NT0440_MARKER: DD = SURVEY DISK
 NT0440_SETTING: 66 = SET IN ROCK OUTCROP
 NT0440_SP_SET: ROCK
 NT0440_STAMPING: 6132
 NT0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0440+STABILITY: POSITION/ELEVATION WELL
 NT0440
 NT0440  HISTORY     - Date     Condition        Report By
 NT0440  HISTORY     - UNK      MONUMENTED       USGS
 NT0440  HISTORY     - 1934     GOOD             NGS
 NT0440  HISTORY     - 1980     MARK NOT FOUND   USGS
 NT0440
 NT0440                          STATION DESCRIPTION
 NT0440
 NT0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0440'IN HENRY.
 NT0440'AT HENRY, CARIBOU COUNTY, 40 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 NT0440'THE NEW BRIDGE OVER LITTLE BLACKFOOT RIVER, AND IN THE TOP OF A LARGE
 NT0440'ROCK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6132.
 NT0440
 NT0440                          STATION RECOVERY (1980)
 NT0440
 NT0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NT0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0110 ***********************************************************************
 QA0110  DESIGNATION -  6134.39
 QA0110  PID         -  QA0110
 QA0110  STATE/COUNTY-  ID/CUSTER
 QA0110  USGS QUAD   -  EAST BASIN CREEK (1964)
 QA0110
 QA0110                         *CURRENT SURVEY CONTROL
 QA0110  ___________________________________________________________________
 QA0110* NAD 83(1986)-  44 15 19.     (N)    114 51 24.     (W)     SCALED    
 QA0110* NAVD 88     -      1868.890  (meters)    6131.52   (feet)  ADJUSTED  
 QA0110  ___________________________________________________________________
 QA0110  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 QA0110  DYNAMIC HT  -        1867.780 (meters)    6127.87  (feet)  COMP
 QA0110  MODELED GRAV-     979,958.4   (mgal)                       NAVD 88
 QA0110
 QA0110  VERT ORDER  -  SECOND    CLASS 0
 QA0110
 QA0110.The horizontal coordinates were scaled from a topographic map and have
 QA0110.an estimated accuracy of +/- 6 seconds.
 QA0110
 QA0110.The orthometric height was determined by differential leveling
 QA0110.and adjusted by the National Geodetic Survey in June 1991..
 QA0110
 QA0110.The geoid height was determined by GEOID03.
 QA0110
 QA0110.The dynamic height is computed by dividing the NAVD 88
 QA0110.geopotential number by the normal gravity value computed on the
 QA0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0110.degrees latitude (g = 980.6199 gals.).
 QA0110
 QA0110.The modeled gravity was interpolated from observed gravity values.
 QA0110
 QA0110;                    North         East    Units  Estimated Accuracy
 QA0110;SPC ID C     -   287,920.      431,590.      MT  (+/- 180 meters Scaled)
 QA0110
 QA0110                          SUPERSEDED SURVEY CONTROL
 QA0110
 QA0110  NGVD 29 (??/??/92) 1867.600  (m)         6127.28   (f) ADJ UNCH    2 0
 QA0110
 QA0110.Superseded values are not recommended for survey control.
 QA0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0110.See file dsdata.txt to determine how the superseded data were derived.
 QA0110
 QA0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK711024(NAD 83)
 QA0110_MARKER: DD = SURVEY DISK
 QA0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0110_SP_SET: CULVERT
 QA0110_STAMPING: 12 26 J 6134.39 1931
 QA0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0110
 QA0110  HISTORY     - Date     Condition        Report By
 QA0110  HISTORY     - 1931     MONUMENTED       BPR
 QA0110  HISTORY     - 1955     GOOD             NGS
 QA0110
 QA0110                          STATION DESCRIPTION
 QA0110
 QA0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0110'4.5 MI E FROM STANLEY.
 QA0110'ABOUT 4.5 MILES EAST ALONG U. S. HIGHWAY NO. 93 FROM THE VALLEY CREEK
 QA0110'RANGER STATION AT STANLEY, AT THE NORTHEAST END OF A CURVE TO THE
 QA0110'NORTH, AT THE SOUTH END OF A 0.3 MILE STRAIGHT STRETCH OF NORTH-SOUTH
 QA0110'ROAD, AT A CULVERT 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN
 QA0110'THE TOP OF THE EAST CONCRETE HEADWALL 1 FOOT FROM THE SOUTH END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0112 ***********************************************************************
 QA0112  DESIGNATION -  6142.43
 QA0112  PID         -  QA0112
 QA0112  STATE/COUNTY-  ID/CUSTER
 QA0112  USGS QUAD   -  EAST BASIN CREEK (1964)
 QA0112
 QA0112                         *CURRENT SURVEY CONTROL
 QA0112  ___________________________________________________________________
 QA0112* NAD 83(1986)-  44 15 11.     (N)    114 51 45.     (W)     SCALED    
 QA0112* NAVD 88     -      1871.36   (+/-2cm)    6139.6    (feet)  VERTCON   
 QA0112  ___________________________________________________________________
 QA0112  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 QA0112
 QA0112  VERT ORDER  -  ? (See Below)
 QA0112
 QA0112.The horizontal coordinates were scaled from a topographic map and have
 QA0112.an estimated accuracy of +/- 6 seconds.
 QA0112
 QA0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0112.The vertical order pertains to the NGVD 29 superseded value.
 QA0112
 QA0112.The geoid height was determined by GEOID03.
 QA0112
 QA0112;                    North         East    Units  Estimated Accuracy
 QA0112;SPC ID C     -   287,670.      431,120.      MT  (+/- 180 meters Scaled)
 QA0112
 QA0112                          SUPERSEDED SURVEY CONTROL
 QA0112
 QA0112  NGVD 29 (??/??/92) 1870.069  (m)         6135.38   (f) ADJ UNCH    ?  
 QA0112
 QA0112.Superseded values are not recommended for survey control.
 QA0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0112.See file dsdata.txt to determine how the superseded data were derived.
 QA0112
 QA0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK706022(NAD 83)
 QA0112_MARKER: DD = SURVEY DISK
 QA0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0112_SP_SET: CULVERT
 QA0112_STAMPING: 11 26 J 6142.43 1931
 QA0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0112
 QA0112  HISTORY     - Date     Condition        Report By
 QA0112  HISTORY     - 1931     MONUMENTED       BPR
 QA0112  HISTORY     - 1955     GOOD             NGS
 QA0112
 QA0112                          STATION DESCRIPTION
 QA0112
 QA0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0112'4.2 MI E FROM STANLEY.
 QA0112'ABOUT 4.2 MILES EAST ALONG U. S. HIGHWAY NO. 93 FROM THE VALLEY CREEK
 QA0112'RANGER STATION AT STANLEY, NEAR THE CENTER OF A STRAIGHT EAST-WEST
 QA0112'STRETCH OF HIGHWAY ABOUT 1000 FEET LONG, ON A CULVERT HEADWALL, ABOUT
 QA0112'13 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE
 QA0112'SOUTH CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0363 ***********************************************************************
 OX0363  DESIGNATION -  6144
 OX0363  PID         -  OX0363
 OX0363  STATE/COUNTY-  ID/BINGHAM
 OX0363  USGS QUAD   -  LONG VALLEY (1981)
 OX0363
 OX0363                         *CURRENT SURVEY CONTROL
 OX0363  ___________________________________________________________________
 OX0363* NAD 83(1986)-  43 14 54.     (N)    111 44 59.     (W)     SCALED    
 OX0363* NAVD 88     -      1873.964  (meters)    6148.16   (feet)  ADJUSTED  
 OX0363  ___________________________________________________________________
 OX0363  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 OX0363  DYNAMIC HT  -        1872.758 (meters)    6144.21  (feet)  COMP
 OX0363  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 OX0363
 OX0363  VERT ORDER  -  SECOND    CLASS 0
 OX0363
 OX0363.The horizontal coordinates were scaled from a topographic map and have
 OX0363.an estimated accuracy of +/- 6 seconds.
 OX0363
 OX0363.The orthometric height was determined by differential leveling
 OX0363.and adjusted by the National Geodetic Survey in June 1991..
 OX0363
 OX0363.The geoid height was determined by GEOID03.
 OX0363
 OX0363.The dynamic height is computed by dividing the NAVD 88
 OX0363.geopotential number by the normal gravity value computed on the
 OX0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0363.degrees latitude (g = 980.6199 gals.).
 OX0363
 OX0363.The modeled gravity was interpolated from observed gravity values.
 OX0363
 OX0363;                    North         East    Units  Estimated Accuracy
 OX0363;SPC ID E     -   175,770.      233,860.      MT  (+/- 180 meters Scaled)
 OX0363
 OX0363                          SUPERSEDED SURVEY CONTROL
 OX0363
 OX0363  NGVD 29 (??/??/92) 1872.737  (m)         6144.14   (f) ADJ UNCH    2 0
 OX0363
 OX0363.Superseded values are not recommended for survey control.
 OX0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0363.See file dsdata.txt to determine how the superseded data were derived.
 OX0363
 OX0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN391886(NAD 83)
 OX0363_MARKER: DD = SURVEY DISK
 OX0363_SETTING: 66 = SET IN ROCK OUTCROP
 OX0363_SP_SET: ROCK LEDGE
 OX0363_STAMPING: 6144
 OX0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0363+STABILITY: POSITION/ELEVATION WELL
 OX0363
 OX0363  HISTORY     - Date     Condition        Report By
 OX0363  HISTORY     - UNK      MONUMENTED       USGS
 OX0363  HISTORY     - 1934     GOOD             NGS
 OX0363
 OX0363                          STATION DESCRIPTION
 OX0363
 OX0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0363'6.0 MI SE FROM BONE.
 OX0363'IN BINGHAM COUNTY, ABOUT 6.0 MILES SOUTHEAST ALONG THE BONE-HERMAN
 OX0363'ROAD FROM THE SCHOOLHOUSE AT BONE, BONNEVILLE COUNTY, ABOUT 600 FEET
 OX0363'EAST OF POLE BRIDGE OVER WILLOW CREEK, 21 FEET SOUTHEAST OF THE CENTER
 OX0363'LINE OF THE ROAD, 43 FEET NORTHEAST OF A PROMINENT BOULDER PROJECTION
 OX0363'AT THE EDGE OF THE ROAD, IN THE TOP OF A LEDGE BENEATH A PROMINENT
 OX0363'ROCK PROJECTION, 0.8 FOOT SOUTHEAST OF THE EDGE, AND ABOUT 3 FEET
 OX0363'HIGHER THAN THE ROAD LEVEL.  A UNITED STATES GEOLOGICAL SURVEY
 OX0363'STANDARD DISK, STAMPED 6144.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0450 ***********************************************************************
 QZ0450  DESIGNATION -  6146
 QZ0450  PID         -  QZ0450
 QZ0450  STATE/COUNTY-  ID/IDAHO
 QZ0450  USGS QUAD   -  VICTOR PEAK (1979)
 QZ0450
 QZ0450                         *CURRENT SURVEY CONTROL
 QZ0450  ___________________________________________________________________
 QZ0450* NAD 83(1986)-  45 13 09.     (N)    115 56 10.     (W)     SCALED    
 QZ0450* NAVD 88     -      1873.292  (meters)    6145.96   (feet)  ADJUSTED  
 QZ0450  ___________________________________________________________________
 QZ0450  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 QZ0450  DYNAMIC HT  -        1872.406 (meters)    6143.05  (feet)  COMP
 QZ0450  MODELED GRAV-     980,076.5   (mgal)                       NAVD 88
 QZ0450
 QZ0450  VERT ORDER  -  SECOND    CLASS 0
 QZ0450
 QZ0450.The horizontal coordinates were scaled from a topographic map and have
 QZ0450.an estimated accuracy of +/- 6 seconds.
 QZ0450
 QZ0450.The orthometric height was determined by differential leveling
 QZ0450.and adjusted by the National Geodetic Survey in June 1991..
 QZ0450
 QZ0450.The geoid height was determined by GEOID03.
 QZ0450
 QZ0450.The dynamic height is computed by dividing the NAVD 88
 QZ0450.geopotential number by the normal gravity value computed on the
 QZ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0450.degrees latitude (g = 980.6199 gals.).
 QZ0450
 QZ0450.The modeled gravity was interpolated from observed gravity values.
 QZ0450
 QZ0450;                    North         East    Units  Estimated Accuracy
 QZ0450;SPC ID W     -   394,680.      785,380.      MT  (+/- 180 meters Scaled)
 QZ0450
 QZ0450                          SUPERSEDED SURVEY CONTROL
 QZ0450
 QZ0450  NGVD 29 (??/??/92) 1872.003  (m)         6141.73   (f) ADJ UNCH    2 0
 QZ0450
 QZ0450.Superseded values are not recommended for survey control.
 QZ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0450.See file dsdata.txt to determine how the superseded data were derived.
 QZ0450
 QZ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL835078(NAD 83)
 QZ0450_MARKER: DD = SURVEY DISK
 QZ0450_SETTING: 80 = SET IN A BOULDER
 QZ0450_SP_SET: BOULDER
 QZ0450_STAMPING: 6146.32 26
 QZ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0450+STABILITY: SURFACE MOTION
 QZ0450
 QZ0450  HISTORY     - Date     Condition        Report By
 QZ0450  HISTORY     - UNK      MONUMENTED       BPR
 QZ0450  HISTORY     - 1959     GOOD             NGS
 QZ0450
 QZ0450                          STATION DESCRIPTION
 QZ0450
 QZ0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QZ0450'5.15 MI S FROM BURGDORF.
 QZ0450'5.15 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 QZ0450'AT BURGDORF, 0.4 MILE SOUTH OF A WOODEN BRIDGE OVER A CREEK, 108 FEET
 QZ0450'NORTHEAST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD NORTH, IN TOP
 QZ0450'OF A 3-BY 4-FOOT EMBEDDED GRANITE BOULDER WHICH PROJECTS ABOUT 1 FOOT
 QZ0450'ABOVE THE GROUND, 24 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 QZ0450'6.0 FEET NORTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0264 ***********************************************************************
 OX0264  DESIGNATION -  6146.6
 OX0264  PID         -  OX0264
 OX0264  STATE/COUNTY-  ID/TETON
 OX0264  USGS QUAD   -  DRIGGS (1978)
 OX0264
 OX0264                         *CURRENT SURVEY CONTROL
 OX0264  ___________________________________________________________________
 OX0264* NAD 83(1986)-  43 38 37.     (N)    111 06 40.     (W)     SCALED    
 OX0264* NAVD 88     -      1874.380  (meters)    6149.53   (feet)  POSTED    
 OX0264  ___________________________________________________________________
 OX0264  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 OX0264  DYNAMIC HT  -        1873.200 (meters)    6145.66  (feet)  COMP
 OX0264  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 OX0264
 OX0264  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0264
 OX0264.The horizontal coordinates were scaled from a topographic map and have
 OX0264.an estimated accuracy of +/- 6 seconds.
 OX0264
 OX0264.The orthometric height was determined by differential leveling
 OX0264.and adjusted by the National Geodetic Survey in 1992..
 OX0264.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0264.rate of 1.1 thru 2.0 mm/km.
 OX0264
 OX0264.The geoid height was determined by GEOID03.
 OX0264
 OX0264.The dynamic height is computed by dividing the NAVD 88
 OX0264.geopotential number by the normal gravity value computed on the
 OX0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0264.degrees latitude (g = 980.6199 gals.).
 OX0264
 OX0264.The modeled gravity was interpolated from observed gravity values.
 OX0264
 OX0264;                    North         East    Units  Estimated Accuracy
 OX0264;SPC ID E     -   220,140.      285,160.      MT  (+/- 180 meters Scaled)
 OX0264
 OX0264                          SUPERSEDED SURVEY CONTROL
 OX0264
 OX0264  NGVD 29 (??/??/92) 1873.123  (m)         6145.40   (f) ADJ UNCH    2 0
 OX0264
 OX0264.Superseded values are not recommended for survey control.
 OX0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0264.See file dsdata.txt to determine how the superseded data were derived.
 OX0264
 OX0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP910322(NAD 83)
 OX0264_MARKER: P = PIPE CAP
 OX0264_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0264_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0264
 OX0264  HISTORY     - Date     Condition        Report By
 OX0264  HISTORY     - UNK      MONUMENTED       USGS
 OX0264  HISTORY     - 1934     GOOD             NGS
 OX0264
 OX0264                          STATION DESCRIPTION
 OX0264
 OX0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0264'2.9 MI N FROM VICTOR.
 OX0264'ABOUT 2.9 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OX0264'STATION AT VICTOR, TETON COUNTY, ABOUT 0.2 MILE NORTH OF MILEPOST 43,
 OX0264'ABOUT 270 FEET NORTH OF THE LATTER DAY SAINTS CHURCH, ABOUT 240 FEET
 OX0264'NORTHWEST OF THE CROSSING OF A GRAVEL ROAD, ABOUT 150 FEET WEST OF THE
 OX0264'CENTER LINE OF THE TRACK, AND 86 FEET SOUTHEAST OF THE FRONT ENTRANCE
 OX0264'TO THE HOUSE OF G.H. FOSTER.  A UNITED STATES GEOLOGICAL SURVEY
 OX0264'STANDARD CAP, AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0207 ***********************************************************************
 PZ0207  DESIGNATION -  6156
 PZ0207  PID         -  PZ0207
 PZ0207  STATE/COUNTY-  ID/CLARK
 PZ0207  USGS QUAD   -  BLUE DOME (1969)
 PZ0207
 PZ0207                         *CURRENT SURVEY CONTROL
 PZ0207  ___________________________________________________________________
 PZ0207* NAD 83(1986)-  44 10 29.     (N)    112 55 36.     (W)     SCALED    
 PZ0207* NAVD 88     -      1881.552  (meters)    6173.06   (feet)  ADJUSTED  
 PZ0207  ___________________________________________________________________
 PZ0207  GEOID HEIGHT-         -10.60  (meters)                     GEOID03
 PZ0207  DYNAMIC HT  -        1880.450 (meters)    6169.44  (feet)  COMP
 PZ0207  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 PZ0207
 PZ0207  VERT ORDER  -  SECOND    CLASS 0
 PZ0207
 PZ0207.The horizontal coordinates were scaled from a topographic map and have
 PZ0207.an estimated accuracy of +/- 6 seconds.
 PZ0207
 PZ0207.The orthometric height was determined by differential leveling
 PZ0207.and adjusted by the National Geodetic Survey in June 1991..
 PZ0207
 PZ0207.The geoid height was determined by GEOID03.
 PZ0207
 PZ0207.The dynamic height is computed by dividing the NAVD 88
 PZ0207.geopotential number by the normal gravity value computed on the
 PZ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0207.degrees latitude (g = 980.6199 gals.).
 PZ0207
 PZ0207.The modeled gravity was interpolated from observed gravity values.
 PZ0207
 PZ0207;                    North         East    Units  Estimated Accuracy
 PZ0207;SPC ID E     -   278,890.      139,230.      MT  (+/- 180 meters Scaled)
 PZ0207
 PZ0207                          SUPERSEDED SURVEY CONTROL
 PZ0207
 PZ0207  NGVD 29 (??/??/92) 1880.232  (m)         6168.73   (f) ADJ UNCH    2 0
 PZ0207
 PZ0207.Superseded values are not recommended for survey control.
 PZ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0207.See file dsdata.txt to determine how the superseded data were derived.
 PZ0207
 PZ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP459930(NAD 83)
 PZ0207_MARKER: Z = SEE DESCRIPTION
 PZ0207_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0207_SP_SET: ROCK
 PZ0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0207+STABILITY: POSITION/ELEVATION WELL
 PZ0207
 PZ0207  HISTORY     - Date     Condition        Report By
 PZ0207  HISTORY     - UNK      MONUMENTED       USGS
 PZ0207  HISTORY     - 1929     GOOD             USGS
 PZ0207
 PZ0207                          STATION DESCRIPTION
 PZ0207
 PZ0207'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0207'1.3 MI N FROM KAUFMAN.
 PZ0207'IN CLARK COUNTY, ABOUT 1.3 MILES NORTH ALONG THE ROAD LEADING TO
 PZ0207'GILMORE FROM KAUFMAN, CLARK COUNTY, ABOUT 22.6 MILES SOUTHEAST ALONG
 PZ0207'THE HAHN-DUBOIS ROAD FROM HAHN, LEMHI COUNTY, ABOUT 0.25 MILE SOUTH OF
 PZ0207'THE WOOD BROS. RANCH BUILDINGS, ABOUT 20 FEET SOUTH OF A FENCE POST
 PZ0207'PAINTED U.S.G.S. T.B.M. 6156, ABOUT 25 FEET EAST OF THE ROAD, AND 1
 PZ0207'FOOT WEST OF A 3-FOOT MOUND OF STONE 3 FEET HIGH.  A PAINTED POINT ON
 PZ0207'THE TOP OF A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0451 ***********************************************************************
 QZ0451  DESIGNATION -  6167
 QZ0451  PID         -  QZ0451
 QZ0451  STATE/COUNTY-  ID/IDAHO
 QZ0451  USGS QUAD   -  VICTOR PEAK (1979)
 QZ0451
 QZ0451                         *CURRENT SURVEY CONTROL
 QZ0451  ___________________________________________________________________
 QZ0451* NAD 83(1986)-  45 13 48.     (N)    115 55 26.     (W)     SCALED    
 QZ0451* NAVD 88     -      1880.854  (meters)    6170.77   (feet)  ADJUSTED  
 QZ0451  ___________________________________________________________________
 QZ0451  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 QZ0451  DYNAMIC HT  -        1879.974 (meters)    6167.88  (feet)  COMP
 QZ0451  MODELED GRAV-     980,081.4   (mgal)                       NAVD 88
 QZ0451
 QZ0451  VERT ORDER  -  SECOND    CLASS 0
 QZ0451
 QZ0451.The horizontal coordinates were scaled from a topographic map and have
 QZ0451.an estimated accuracy of +/- 6 seconds.
 QZ0451
 QZ0451.The orthometric height was determined by differential leveling
 QZ0451.and adjusted by the National Geodetic Survey in June 1991..
 QZ0451
 QZ0451.The geoid height was determined by GEOID03.
 QZ0451
 QZ0451.The dynamic height is computed by dividing the NAVD 88
 QZ0451.geopotential number by the normal gravity value computed on the
 QZ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0451.degrees latitude (g = 980.6199 gals.).
 QZ0451
 QZ0451.The modeled gravity was interpolated from observed gravity values.
 QZ0451
 QZ0451;                    North         East    Units  Estimated Accuracy
 QZ0451;SPC ID W     -   395,880.      786,350.      MT  (+/- 180 meters Scaled)
 QZ0451
 QZ0451                          SUPERSEDED SURVEY CONTROL
 QZ0451
 QZ0451  NGVD 29 (??/??/92) 1879.575  (m)         6166.57   (f) ADJ UNCH    2 0
 QZ0451
 QZ0451.Superseded values are not recommended for survey control.
 QZ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0451.See file dsdata.txt to determine how the superseded data were derived.
 QZ0451
 QZ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL844090(NAD 83)
 QZ0451_MARKER: DD = SURVEY DISK
 QZ0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0451_SP_SET: CULVERT
 QZ0451_STAMPING: 6167.89 26
 QZ0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0451
 QZ0451  HISTORY     - Date     Condition        Report By
 QZ0451  HISTORY     - UNK      MONUMENTED       BPR
 QZ0451  HISTORY     - 1959     GOOD             NGS
 QZ0451
 QZ0451                          STATION DESCRIPTION
 QZ0451
 QZ0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QZ0451'4.15 MI S FROM MCCALL.
 QZ0451'4.15 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 QZ0451'AT BURGDORF, IN TOP OF A GRANITE OUTCROP WHICH PROJECTS ABOUT 2 FEET
 QZ0451'ABOVE THE GROUND, 34 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 QZ0451'ROAD, 68 FEET NORTHWEST AND ACROSS THE ROAD FROM THE EAST END OF AN
 QZ0451'18-INCH PIPE CULVERT UNDER THE ROAD, 3.5 FEET WEST-NORTHWEST OF A
 QZ0451'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0114 ***********************************************************************
 QA0114  DESIGNATION -  6170.19
 QA0114  PID         -  QA0114
 QA0114  STATE/COUNTY-  ID/CUSTER
 QA0114  USGS QUAD   -  STANLEY (1963)
 QA0114
 QA0114                         *CURRENT SURVEY CONTROL
 QA0114  ___________________________________________________________________
 QA0114* NAD 83(1986)-  44 14 38.     (N)    114 53 19.     (W)     SCALED    
 QA0114* NAVD 88     -      1879.825  (meters)    6167.39   (feet)  ADJUSTED  
 QA0114  ___________________________________________________________________
 QA0114  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 QA0114  DYNAMIC HT  -        1878.688 (meters)    6163.66  (feet)  COMP
 QA0114  MODELED GRAV-     979,947.2   (mgal)                       NAVD 88
 QA0114
 QA0114  VERT ORDER  -  SECOND    CLASS 0
 QA0114
 QA0114.The horizontal coordinates were scaled from a topographic map and have
 QA0114.an estimated accuracy of +/- 6 seconds.
 QA0114
 QA0114.The orthometric height was determined by differential leveling
 QA0114.and adjusted by the National Geodetic Survey in June 1991..
 QA0114
 QA0114.The geoid height was determined by GEOID03.
 QA0114
 QA0114.The dynamic height is computed by dividing the NAVD 88
 QA0114.geopotential number by the normal gravity value computed on the
 QA0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0114.degrees latitude (g = 980.6199 gals.).
 QA0114
 QA0114.The modeled gravity was interpolated from observed gravity values.
 QA0114
 QA0114;                    North         East    Units  Estimated Accuracy
 QA0114;SPC ID C     -   286,680.      429,020.      MT  (+/- 180 meters Scaled)
 QA0114
 QA0114                          SUPERSEDED SURVEY CONTROL
 QA0114
 QA0114  NGVD 29 (??/??/92) 1878.517  (m)         6163.10   (f) ADJ UNCH    2 0
 QA0114
 QA0114.Superseded values are not recommended for survey control.
 QA0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0114.See file dsdata.txt to determine how the superseded data were derived.
 QA0114
 QA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK685011(NAD 83)
 QA0114_MARKER: DD = SURVEY DISK
 QA0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0114_SP_SET: CULVERT
 QA0114_STAMPING: 6170.19 1931
 QA0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0114
 QA0114  HISTORY     - Date     Condition        Report By
 QA0114  HISTORY     - 1931     MONUMENTED       BPR
 QA0114  HISTORY     - 1955     GOOD             NGS
 QA0114  HISTORY     - 1963     MARK NOT FOUND   USGS
 QA0114
 QA0114                          STATION DESCRIPTION
 QA0114
 QA0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0114'2.5 MI E FROM STANLEY.
 QA0114'2.5 MILES EAST ALONG NEW U. S. HIGHWAY 93 FROM VALLEY CREEK RANGER
 QA0114'STATION AT STANLEY, CUSTER COUNTY, 300 FEET NORTH OF A ROCKY POINT
 QA0114'PROJECTING INTO SALMON RIVER, 5 FEET NORTHWEST OF THE NORTHWEST BANK
 QA0114'OF SALMON RIVER, AT A CULVERT, IN THE TOP OF THE SOUTHEAST CONCRETE
 QA0114'HEADWALL, 1 FOOT FROM THE SOUTHWEST END, AND 17 FEET SOUTHEAST OF THE
 QA0114'CENTERLINE OF THE HIGHWAY.
 QA0114
 QA0114                          STATION RECOVERY (1963)
 QA0114
 QA0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QA0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0437 ***********************************************************************
 NT0437  DESIGNATION -  6171
 NT0437  PID         -  NT0437
 NT0437  STATE/COUNTY-  ID/CARIBOU
 NT0437  USGS QUAD   -  HENRY (1981)
 NT0437
 NT0437                         *CURRENT SURVEY CONTROL
 NT0437  ___________________________________________________________________
 NT0437* NAD 83(1986)-  42 52 57.     (N)    111 32 56.     (W)     SCALED    
 NT0437* NAVD 88     -      1882.276  (meters)    6175.43   (feet)  ADJUSTED  
 NT0437  ___________________________________________________________________
 NT0437  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 NT0437  DYNAMIC HT  -        1880.943 (meters)    6171.06  (feet)  COMP
 NT0437  MODELED GRAV-     979,845.7   (mgal)                       NAVD 88
 NT0437
 NT0437  VERT ORDER  -  SECOND    CLASS 0
 NT0437
 NT0437.The horizontal coordinates were scaled from a topographic map and have
 NT0437.an estimated accuracy of +/- 6 seconds.
 NT0437
 NT0437.The orthometric height was determined by differential leveling
 NT0437.and adjusted by the National Geodetic Survey in June 1991..
 NT0437
 NT0437.The geoid height was determined by GEOID03.
 NT0437
 NT0437.The dynamic height is computed by dividing the NAVD 88
 NT0437.geopotential number by the normal gravity value computed on the
 NT0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0437.degrees latitude (g = 980.6199 gals.).
 NT0437
 NT0437.The modeled gravity was interpolated from observed gravity values.
 NT0437
 NT0437;                    North         East    Units  Estimated Accuracy
 NT0437;SPC ID E     -   135,230.      250,470.      MT  (+/- 180 meters Scaled)
 NT0437
 NT0437                          SUPERSEDED SURVEY CONTROL
 NT0437
 NT0437  NGVD 29 (??/??/92) 1880.99   (m)         6171.2    (f) COMPUTED    2 0
 NT0437
 NT0437.Superseded values are not recommended for survey control.
 NT0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0437.See file dsdata.txt to determine how the superseded data were derived.
 NT0437
 NT0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN551479(NAD 83)
 NT0437_MARKER: P = PIPE CAP
 NT0437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0437_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0437_STAMPING: 6171 FT
 NT0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0437
 NT0437  HISTORY     - Date     Condition        Report By
 NT0437  HISTORY     - UNK      MONUMENTED       CGS
 NT0437  HISTORY     - 1934     GOOD             NGS
 NT0437
 NT0437                          STATION DESCRIPTION
 NT0437
 NT0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0437'2.2 MI S FROM HENRY.
 NT0437'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AT
 NT0437'HENRY, CARIBOU COUNTY, ON THE OUTSIDE OF A CURVE LEADING EAST, 77 FEET
 NT0437'SOUTHEAST OF THE POINT OF INTERSECTION OF THE CENTER LINES OF THE
 NT0437'HIGHWAY, 30 FEET WEST OF THE OF THE CENTER LINES OF THE HIGHWAY, 30
 NT0437'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 10 FEET WEST OF A
 NT0437'ROCK PILE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 NT0437'6171 FT AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0115 ***********************************************************************
 QA0115  DESIGNATION -  6179.91
 QA0115  PID         -  QA0115
 QA0115  STATE/COUNTY-  ID/CUSTER
 QA0115  USGS QUAD   -  STANLEY (1963)
 QA0115
 QA0115                         *CURRENT SURVEY CONTROL
 QA0115  ___________________________________________________________________
 QA0115* NAD 83(1986)-  44 14 35.     (N)    114 53 50.     (W)     SCALED    
 QA0115* NAVD 88     -      1882.83   (+/-2cm)    6177.3    (feet)  VERTCON   
 QA0115  ___________________________________________________________________
 QA0115  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 QA0115
 QA0115  VERT ORDER  -  ? (See Below)
 QA0115
 QA0115.The horizontal coordinates were scaled from a topographic map and have
 QA0115.an estimated accuracy of +/- 6 seconds.
 QA0115
 QA0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0115.The vertical order pertains to the NGVD 29 superseded value.
 QA0115
 QA0115.The geoid height was determined by GEOID03.
 QA0115
 QA0115;                    North         East    Units  Estimated Accuracy
 QA0115;SPC ID C     -   286,590.      428,340.      MT  (+/- 180 meters Scaled)
 QA0115
 QA0115                          SUPERSEDED SURVEY CONTROL
 QA0115
 QA0115  NGVD 29 (??/??/92) 1881.527  (m)         6172.98   (f) ADJ UNCH    ?  
 QA0115
 QA0115.Superseded values are not recommended for survey control.
 QA0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0115.See file dsdata.txt to determine how the superseded data were derived.
 QA0115
 QA0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK679010(NAD 83)
 QA0115_MARKER: DD = SURVEY DISK
 QA0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0115_SP_SET: CULVERT
 QA0115_STAMPING: 6179.91
 QA0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0115
 QA0115  HISTORY     - Date     Condition        Report By
 QA0115  HISTORY     - UNK      MONUMENTED       BPR
 QA0115  HISTORY     - 1934     GOOD             NGS
 QA0115
 QA0115                          STATION DESCRIPTION
 QA0115
 QA0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QA0115'2.0 MI E FROM STANLEY.
 QA0115'2.0 MILES EAST ALONG NEW U. S. HIGHWAY 93 FROM VALLEY CREEK RANGER
 QA0115'STATION AT STANLEY, CUSTER COUNTY, 1/4 MILE NORTHEAST OF JOES GULCH,
 QA0115'0.1 MILE SOUTHWEST OF A CURVE TO THE RIGHT AROUND A RIDGE, AT A
 QA0115'CULVERT, IN THE TOP OF THE CONCRETE HEADWALL, 1 FOOT FROM THE
 QA0115'SOUTHWEST END, AND 16 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0449 ***********************************************************************
 QZ0449  DESIGNATION -  6184
 QZ0449  PID         -  QZ0449
 QZ0449  STATE/COUNTY-  ID/IDAHO
 QZ0449  USGS QUAD   -  VICTOR PEAK (1979)
 QZ0449
 QZ0449                         *CURRENT SURVEY CONTROL
 QZ0449  ___________________________________________________________________
 QZ0449* NAD 83(1986)-  45 12 39.     (N)    115 56 35.     (W)     SCALED    
 QZ0449* NAVD 88     -      1885.746  (meters)    6186.82   (feet)  ADJUSTED  
 QZ0449  ___________________________________________________________________
 QZ0449  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 QZ0449  DYNAMIC HT  -        1884.850 (meters)    6183.88  (feet)  COMP
 QZ0449  MODELED GRAV-     980,073.7   (mgal)                       NAVD 88
 QZ0449
 QZ0449  VERT ORDER  -  SECOND    CLASS 0
 QZ0449
 QZ0449.The horizontal coordinates were scaled from a topographic map and have
 QZ0449.an estimated accuracy of +/- 6 seconds.
 QZ0449
 QZ0449.The orthometric height was determined by differential leveling
 QZ0449.and adjusted by the National Geodetic Survey in June 1991..
 QZ0449
 QZ0449.The geoid height was determined by GEOID03.
 QZ0449
 QZ0449.The dynamic height is computed by dividing the NAVD 88
 QZ0449.geopotential number by the normal gravity value computed on the
 QZ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0449.degrees latitude (g = 980.6199 gals.).
 QZ0449
 QZ0449.The modeled gravity was interpolated from observed gravity values.
 QZ0449
 QZ0449;                    North         East    Units  Estimated Accuracy
 QZ0449;SPC ID W     -   393,750.      784,840.      MT  (+/- 180 meters Scaled)
 QZ0449
 QZ0449                          SUPERSEDED SURVEY CONTROL
 QZ0449
 QZ0449  NGVD 29 (??/??/92) 1884.457  (m)         6182.59   (f) ADJ UNCH    2 0
 QZ0449
 QZ0449.Superseded values are not recommended for survey control.
 QZ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0449.See file dsdata.txt to determine how the superseded data were derived.
 QZ0449
 QZ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL829069(NAD 83)
 QZ0449_MARKER: DD = SURVEY DISK
 QZ0449_SETTING: 80 = SET IN A BOULDER
 QZ0449_SP_SET: BOULDER
 QZ0449_STAMPING: 6184.10 26
 QZ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0449+STABILITY: SURFACE MOTION
 QZ0449
 QZ0449  HISTORY     - Date     Condition        Report By
 QZ0449  HISTORY     - UNK      MONUMENTED       BPR
 QZ0449  HISTORY     - 1959     GOOD             NGS
 QZ0449
 QZ0449                          STATION DESCRIPTION
 QZ0449
 QZ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QZ0449'5.85 MI S FROM BURGDORF.
 QZ0449'5.85 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 QZ0449'AT BURGDORF, IN TOP OF A 4-BY 4-FOOT GRANITE BOULDER WHICH PROJECTS
 QZ0449'ABOUT 2 FEET ABOVE THE GROUND, 16 FEET SOUTHEAST OF THE CENTER LINE OF
 QZ0449'THE ROAD, 129 FEET NORTHEAST OF THE SOUTHEAST END OF A 12-INCH PIPE
 QZ0449'CULVERT UNDER THE ROAD, 2.4 FEET EAST-NORTHEAST OF A WITNESS POST, AND
 QZ0449'ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1224 ***********************************************************************
 NV1224  DESIGNATION -  62 EMH
 NV1224  PID         -  NV1224
 NV1224  STATE/COUNTY-  ID/OWYHEE
 NV1224  USGS QUAD   -  GRASMERE (1979)
 NV1224
 NV1224                         *CURRENT SURVEY CONTROL
 NV1224  ___________________________________________________________________
 NV1224* NAD 83(1986)-  42 22 52.     (N)    115 56 17.     (W)     SCALED    
 NV1224* NAVD 88     -      1615.639  (meters)    5300.64   (feet)  POSTED    
 NV1224  ___________________________________________________________________
 NV1224  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 NV1224  DYNAMIC HT  -        1614.570 (meters)    5297.14  (feet)  COMP
 NV1224  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 NV1224
 NV1224  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV1224
 NV1224.The horizontal coordinates were scaled from a topographic map and have
 NV1224.an estimated accuracy of +/- 6 seconds.
 NV1224
 NV1224.The orthometric height was determined by differential leveling
 NV1224.and adjusted by the National Geodetic Survey in 1992..
 NV1224.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV1224.rate of 0.0 thru 1.0 mm/km.
 NV1224
 NV1224.The geoid height was determined by GEOID03.
 NV1224
 NV1224.The dynamic height is computed by dividing the NAVD 88
 NV1224.geopotential number by the normal gravity value computed on the
 NV1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1224.degrees latitude (g = 980.6199 gals.).
 NV1224
 NV1224.The modeled gravity was interpolated from observed gravity values.
 NV1224
 NV1224;                    North         East    Units  Estimated Accuracy
 NV1224;SPC ID W     -    79,370.      784,510.      MT  (+/- 180 meters Scaled)
 NV1224
 NV1224                          SUPERSEDED SURVEY CONTROL
 NV1224
 NV1224  NGVD 29 (??/??/92) 1614.53   (m)         5297.0    (f) COMPUTED    2 0
 NV1224
 NV1224.Superseded values are not recommended for survey control.
 NV1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1224.See file dsdata.txt to determine how the superseded data were derived.
 NV1224
 NV1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG874926(NAD 83)
 NV1224_MARKER: DD = SURVEY DISK
 NV1224_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NV1224_SP_SET: COPPER-CLAD STEEL ROD
 NV1224_STAMPING: 62 EMH 1972 5297
 NV1224_MARK LOGO: USGS  
 NV1224_MAGNETIC: I = MARKER IS A STEEL ROD
 NV1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1224+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NV1224
 NV1224  HISTORY     - Date     Condition        Report By
 NV1224  HISTORY     - 1972     MONUMENTED       USGS
 NV1224
 NV1224                          STATION DESCRIPTION
 NV1224
 NV1224'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NV1224'FROM GRASMERE, IDAHO, PROCEED 0.4 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NV1224'2.9 MILES WEST ALONG A DIRT ROAD, AT A SMALL CLEAR AREA ON THE NORTH
 NV1224'SIDE OF THE ROAD, 27 FEET NORTH AND ABOUT 1.0 FOOT HIGHER THAN THE
 NV1224'CENTERLINE OF ROAD, A 5/8-INCH COPPER-COATED ROD ENCASED IN A 6-INCH
 NV1224'BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1143 ***********************************************************************
 OY1143  DESIGNATION -  62 FMK
 OY1143  PID         -  OY1143
 OY1143  STATE/COUNTY-  ID/BUTTE
 OY1143  USGS QUAD   -  HOWE PEAK (1972)
 OY1143
 OY1143                         *CURRENT SURVEY CONTROL
 OY1143  ___________________________________________________________________
 OY1143* NAD 83(1986)-  43 42 41.     (N)    113 01 48.     (W)     SCALED    
 OY1143* NAVD 88     -      1520.075  (meters)    4987.11   (feet)  ADJUSTED  
 OY1143  ___________________________________________________________________
 OY1143  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 OY1143  DYNAMIC HT  -        1519.270 (meters)    4984.47  (feet)  COMP
 OY1143  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 OY1143
 OY1143  VERT ORDER  -  FIRST     CLASS II
 OY1143
 OY1143.The horizontal coordinates were scaled from a topographic map and have
 OY1143.an estimated accuracy of +/- 6 seconds.
 OY1143
 OY1143.The orthometric height was determined by differential leveling
 OY1143.and adjusted by the National Geodetic Survey in December 1992..
 OY1143
 OY1143.The geoid height was determined by GEOID03.
 OY1143
 OY1143.The dynamic height is computed by dividing the NAVD 88
 OY1143.geopotential number by the normal gravity value computed on the
 OY1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1143.degrees latitude (g = 980.6199 gals.).
 OY1143
 OY1143.The modeled gravity was interpolated from observed gravity values.
 OY1143
 OY1143;                    North         East    Units  Estimated Accuracy
 OY1143;SPC ID C     -   227,590.      578,170.      MT  (+/- 180 meters Scaled)
 OY1143
 OY1143                          SUPERSEDED SURVEY CONTROL
 OY1143
 OY1143  NGVD 29 (08/20/92) 1519.006  (m)         4983.61   (f) ADJUSTED    1 2
 OY1143
 OY1143.Superseded values are not recommended for survey control.
 OY1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1143.See file dsdata.txt to determine how the superseded data were derived.
 OY1143
 OY1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP364418(NAD 83)
 OY1143_MARKER: DT = TOPOGRAPHIC STATION DISK
 OY1143_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1143+WITH SETTING: INFORMATION.
 OY1143_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1143_STAMPING: 62 FMK 1973 4984
 OY1143_MARK LOGO: USGS  
 OY1143_PROJECTION: PROJECTING 10 CENTIMETERS
 OY1143_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1143+STABILITY: SURFACE MOTION
 OY1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1143+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1992
 OY1143
 OY1143  HISTORY     - Date     Condition        Report By
 OY1143  HISTORY     - 1973     MONUMENTED       USGS
 OY1143  HISTORY     - 19920712 GOOD             NGS
 OY1143
 OY1143                          STATION DESCRIPTION
 OY1143
 OY1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1143'8.6 KM (5.35 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1143'POST OFFICE IN HOWE, 27.0 M (88.6 FT) EAST OF AND LEVEL WITH THE
 OY1143'HIGHWAY CENTERLINE, 2.3 M (7.5 FT) SOUTHEAST OF A CAIRN, AND 0.3 M
 OY1143'(1.0 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 OY1143'4-INCH PCV PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH
 OY1143'IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0304 ***********************************************************************
 OY0304  DESIGNATION -  62 KK
 OY0304  PID         -  OY0304
 OY0304  STATE/COUNTY-  ID/BINGHAM
 OY0304  USGS QUAD   -  ROSE (1979)
 OY0304
 OY0304                         *CURRENT SURVEY CONTROL
 OY0304  ___________________________________________________________________
 OY0304* NAD 83(1986)-  43 16 11.     (N)    112 17 57.     (W)     SCALED    
 OY0304* NAVD 88     -      1382.157  (meters)    4534.63   (feet)  ADJUSTED  
 OY0304  ___________________________________________________________________
 OY0304  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 OY0304  DYNAMIC HT  -        1381.406 (meters)    4532.16  (feet)  COMP
 OY0304  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 OY0304
 OY0304  VERT ORDER  -  SECOND    CLASS 0
 OY0304
 OY0304.The horizontal coordinates were scaled from a topographic map and have
 OY0304.an estimated accuracy of +/- 6 seconds.
 OY0304
 OY0304.The orthometric height was determined by differential leveling
 OY0304.and adjusted by the National Geodetic Survey in June 1991..
 OY0304
 OY0304.The geoid height was determined by GEOID03.
 OY0304
 OY0304.The dynamic height is computed by dividing the NAVD 88
 OY0304.geopotential number by the normal gravity value computed on the
 OY0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0304.degrees latitude (g = 980.6199 gals.).
 OY0304
 OY0304.The modeled gravity was interpolated from observed gravity values.
 OY0304
 OY0304;                    North         East    Units  Estimated Accuracy
 OY0304;SPC ID E     -   178,070.      189,240.      MT  (+/- 180 meters Scaled)
 OY0304
 OY0304                          SUPERSEDED SURVEY CONTROL
 OY0304
 OY0304  NGVD 29 (??/??/92) 1381.091  (m)         4531.13   (f) ADJ UNCH    2 0
 OY0304
 OY0304.Superseded values are not recommended for survey control.
 OY0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0304.See file dsdata.txt to determine how the superseded data were derived.
 OY0304
 OY0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN945915(NAD 83)
 OY0304_MARKER: DD = SURVEY DISK
 OY0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0304_STAMPING: 62 KK 4532 1948
 OY0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0304+STABILITY: SURFACE MOTION
 OY0304
 OY0304  HISTORY     - Date     Condition        Report By
 OY0304  HISTORY     - 1948     MONUMENTED       USGS
 OY0304  HISTORY     - 1959     GOOD             NGS
 OY0304
 OY0304                          STATION DESCRIPTION
 OY0304
 OY0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OY0304'2.1 MI NE FROM ROSE.
 OY0304'0.4 MILE NORTH ON PAVED ROAD FROM THE L.D.S. CHURCH AT ROSE, THENCE
 OY0304'1.7 MILES NORTHEAST ON PAVED ROAD TO THE BRIDGE OVER THE
 OY0304'ABERDEEN-SPRINGFIELD CANAL, 32 FEET EAST OF THE CENTER OF THE PAVED
 OY0304'ROAD, 27 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 2 FEET
 OY0304'NORTH OF A TELEPHONE POLE, SET IN A CYLINDRICAL CONCRETE POST
 OY0304'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0933 ***********************************************************************
 RY0933  DESIGNATION -  62 LOOKOUT
 RY0933  PID         -  RY0933
 RY0933  STATE/COUNTY-  ID/IDAHO
 RY0933  USGS QUAD   -  BIG ROCK MOUNTAIN (1995)
 RY0933
 RY0933                         *CURRENT SURVEY CONTROL
 RY0933  ___________________________________________________________________
 RY0933* NAD 83(1992)-  46 12 23.53213(N)    115 02 28.68318(W)     ADJUSTED  
 RY0933* NAVD 88     -      2163.     (meters)    7096.     (feet)  SCALED    
 RY0933  ___________________________________________________________________
 RY0933  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 RY0933  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 RY0933
 RY0933  HORZ ORDER  -  SECOND
 RY0933
 RY0933.The horizontal coordinates were established by classical geodetic methods
 RY0933.and adjusted by the National Geodetic Survey in July 1992..
 RY0933
 RY0933.The orthometric height was scaled from a topographic map.
 RY0933
 RY0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0933
 RY0933.The geoid height was determined by GEOID03.
 RY0933
 RY0933;                    North         East     Units Scale Factor Converg.
 RY0933;SPC ID W     -   504,640.167   854,689.849   MT  0.99997009   +0 30 41.7
 RY0933;UTM  11      - 5,118,860.229   651,100.105   MT  0.99988066   +1 24 50.9
 RY0933
 RY0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0933!SPC ID W     -   0.99966337  x   0.99997009  =   0.99963347
 RY0933!UTM  11      -   0.99966337  x   0.99988066  =   0.99954407
 RY0933
 RY0933                          SUPERSEDED SURVEY CONTROL
 RY0933
 RY0933  NAD 83(1986)-  46 12 23.53865(N)    115 02 28.67955(W) AD(       ) 2
 RY0933  NAD 27      -  46 12 23.83600(N)    115 02 25.25900(W) AD(       ) 2
 RY0933
 RY0933.Superseded values are not recommended for survey control.
 RY0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0933.See file dsdata.txt to determine how the superseded data were derived.
 RY0933
 RY0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM5110018860(NAD 83)
 RY0933
 RY0933  HISTORY     - Date     Condition        Report By
 RY0933  HISTORY     - 1935     MONUMENTED       CGS
 RY0933
 RY0933                          STATION DESCRIPTION
 RY0933
 RY0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0933'SEE STATION BIG ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0206 ***********************************************************************
 PZ0206  DESIGNATION -  6202
 PZ0206  PID         -  PZ0206
 PZ0206  STATE/COUNTY-  ID/CLARK
 PZ0206  USGS QUAD   -  BLUE DOME (1969)
 PZ0206
 PZ0206                         *CURRENT SURVEY CONTROL
 PZ0206  ___________________________________________________________________
 PZ0206* NAD 83(1986)-  44 11 03.     (N)    112 56 03.     (W)     SCALED    
 PZ0206* NAVD 88     -      1895.39   (+/-2cm)    6218.5    (feet)  VERTCON   
 PZ0206  ___________________________________________________________________
 PZ0206  GEOID HEIGHT-         -10.59  (meters)                     GEOID03
 PZ0206
 PZ0206  VERT ORDER  -  ? (See Below)
 PZ0206
 PZ0206.The horizontal coordinates were scaled from a topographic map and have
 PZ0206.an estimated accuracy of +/- 6 seconds.
 PZ0206
 PZ0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0206.The vertical order pertains to the NGVD 29 superseded value.
 PZ0206
 PZ0206.The geoid height was determined by GEOID03.
 PZ0206
 PZ0206;                    North         East    Units  Estimated Accuracy
 PZ0206;SPC ID E     -   279,940.      138,640.      MT  (+/- 180 meters Scaled)
 PZ0206
 PZ0206                          SUPERSEDED SURVEY CONTROL
 PZ0206
 PZ0206  NGVD 29 (??/??/92) 1894.067  (m)         6214.12   (f) ADJ UNCH    ?  
 PZ0206
 PZ0206.Superseded values are not recommended for survey control.
 PZ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0206.See file dsdata.txt to determine how the superseded data were derived.
 PZ0206
 PZ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP454941(NAD 83)
 PZ0206_MARKER: Z = SEE DESCRIPTION
 PZ0206_SETTING: 0 = UNSPECIFIED SETTING
 PZ0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0206
 PZ0206  HISTORY     - Date     Condition        Report By
 PZ0206  HISTORY     - UNK      MONUMENTED       USGS
 PZ0206  HISTORY     - 1929     GOOD             USGS
 PZ0206
 PZ0206                          STATION DESCRIPTION
 PZ0206
 PZ0206'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0206'2.1 MI N FROM KAUFMAN.
 PZ0206'IN CLARK COUNTY, ABOUT 2.1 MILES NORTH ALONG THE ROAD LEADING TO
 PZ0206'GILMORE FROM KAUFMAN, CLARK COUNTY, ABOUT 21.6 MILES SOUTHEAST ALONG
 PZ0206'THE HAHN-DUBOIS ROAD FROM HAHN, LEMHI COUNTY, ABOUT 800 FEET SOUTH OF
 PZ0206'A DESERTED RANCH HOUSE, ABOUT 50 FEET NORTH OF A CORNER FENCE POST
 PZ0206'PAINTED USGS TBM 6202, ABOUT 50 FEET EAST OF THE ROAD, AND 1 FOOT WEST
 PZ0206'OF A 3-FOOT MOUND OF STONE 3 FEET HIGH.  THE TOP OF A 1.5- BY 1.5-INCH
 PZ0206'ANGLE IRON, MARKED U.S.G.S.T.B.M. 6202 AND DRIVEN 15 INCHES INTO THE
 PZ0206'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0700 ***********************************************************************
 OX0700  DESIGNATION -  6202
 OX0700  PID         -  OX0700
 OX0700  STATE/COUNTY-  ID/BONNEVILLE
 OX0700  USGS QUAD   -  LONE PINE RIDGE (1981)
 OX0700
 OX0700                         *CURRENT SURVEY CONTROL
 OX0700  ___________________________________________________________________
 OX0700* NAD 83(1992)-  43 29 56.27413(N)    111 38 59.70907(W)     ADJUSTED  
 OX0700* NAVD 88     -      1888.1    (meters)    6195.     (feet)  VERTCON   
 OX0700  ___________________________________________________________________
 OX0700  LAPLACE CORR-           7.35  (seconds)                    DEFLEC99
 OX0700  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 OX0700
 OX0700  HORZ ORDER  -  THIRD
 OX0700
 OX0700.The horizontal coordinates were established by classical geodetic methods
 OX0700.and adjusted by the National Geodetic Survey in July 1992..
 OX0700
 OX0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0700
 OX0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0700
 OX0700.The geoid height was determined by GEOID03.
 OX0700
 OX0700;                    North         East     Units Scale Factor Converg.
 OX0700;SPC ID E     -   203,659.183   241,791.365   MT  0.99996884   +0 21 20.5
 OX0700;UTM  12      - 4,816,431.574   447,456.762   MT  0.99963396   -0 26 50.6
 OX0700
 OX0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0700!SPC ID E     -   0.99970569  x   0.99996884  =   0.99967454
 OX0700!UTM  12      -   0.99970569  x   0.99963396  =   0.99933975
 OX0700
 OX0700                          SUPERSEDED SURVEY CONTROL
 OX0700
 OX0700  NAD 83(1986)-  43 29 56.26581(N)    111 38 59.69454(W) AD(       ) 3
 OX0700  NAD 27      -  43 29 56.57315(N)    111 38 56.84126(W) AD(       ) 3
 OX0700  NGVD 29 (07/19/86) 1886.9    (m)         6191.     (f) VERT ANG       
 OX0700
 OX0700.Superseded values are not recommended for survey control.
 OX0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0700.See file dsdata.txt to determine how the superseded data were derived.
 OX0700
 OX0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP4745716432(NAD 83)
 OX0700_MARKER: DD = SURVEY DISK
 OX0700_SETTING: 66 = SET IN ROCK OUTCROP
 OX0700_SP_SET: SET IN ROCK OUTCROP
 OX0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0700+STABILITY: POSITION/ELEVATION WELL
 OX0700
 OX0700  HISTORY     - Date     Condition        Report By
 OX0700  HISTORY     - 1947     MONUMENTED       USGS
 OX0700
 OX0700                          STATION DESCRIPTION
 OX0700
 OX0700'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OX0700'LOCATED ABOUT 19.0 MI. E. OF IDAHO FALLS, 11.0 MI. SE. OF RIRIE, 10
 OX0700'FT. N. OF AND 2 FT. LOWER THAN HIGHEST POINT OF PROMINENT LOW HILL
 OX0700'WHICH IS CULTIVATED ON THE S. AND E. SLOPES, BRUSHY ON N. SLOPE.
 OX0700'
 OX0700'STATION MARK--STANDARD USGS TABLET (UNSTAMPED), CEMENTED IN ROCK
 OX0700'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0117 ***********************************************************************
 QA0117  DESIGNATION -  6203.40
 QA0117  PID         -  QA0117
 QA0117  STATE/COUNTY-  ID/CUSTER
 QA0117  USGS QUAD   -  STANLEY (1963)
 QA0117
 QA0117                         *CURRENT SURVEY CONTROL
 QA0117  ___________________________________________________________________
 QA0117* NAD 83(1986)-  44 14 12.     (N)    114 54 47.     (W)     SCALED    
 QA0117* NAVD 88     -      1890.00   (+/-2cm)    6200.8    (feet)  VERTCON   
 QA0117  ___________________________________________________________________
 QA0117  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 QA0117
 QA0117  VERT ORDER  -  ? (See Below)
 QA0117
 QA0117.The horizontal coordinates were scaled from a topographic map and have
 QA0117.an estimated accuracy of +/- 6 seconds.
 QA0117
 QA0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0117.The vertical order pertains to the NGVD 29 superseded value.
 QA0117
 QA0117.The geoid height was determined by GEOID03.
 QA0117
 QA0117;                    North         East    Units  Estimated Accuracy
 QA0117;SPC ID C     -   285,900.      427,060.      MT  (+/- 180 meters Scaled)
 QA0117
 QA0117                          SUPERSEDED SURVEY CONTROL
 QA0117
 QA0117  NGVD 29 (??/??/92) 1888.690  (m)         6196.48   (f) ADJ UNCH    ?  
 QA0117
 QA0117.Superseded values are not recommended for survey control.
 QA0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0117.See file dsdata.txt to determine how the superseded data were derived.
 QA0117
 QA0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK666002(NAD 83)
 QA0117_MARKER: DD = SURVEY DISK
 QA0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0117_SP_SET: CULVERT
 QA0117_STAMPING: 6203.40
 QA0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0117
 QA0117  HISTORY     - Date     Condition        Report By
 QA0117  HISTORY     - UNK      MONUMENTED       BPR
 QA0117  HISTORY     - 1934     GOOD             NGS
 QA0117  HISTORY     - 1963     MARK NOT FOUND   USGS
 QA0117
 QA0117                          STATION DESCRIPTION
 QA0117
 QA0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QA0117'1.2 MI E FROM STANLEY.
 QA0117'1.2 MILES EAST ALONG NEW U. S. HIGHWAY 93 FROM VALLEY CREEK RANGER
 QA0117'STATION AT STANLEY, CUSTER COUNTY, 0.6 MILE NORTHEAST OF THE MARKLE
 QA0117'STORE, 500 FEET SOUTHWEST OF THE GATEWAY CAFE, AT A CONCRETE CULVERT,
 QA0117'IN THE TOP OF THE SOUTHEAST HEADWALL, 1 FOOT FROM THE SOUTHWEST END,
 QA0117'AND 15 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QA0117
 QA0117                          STATION RECOVERY (1963)
 QA0117
 QA0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QA0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0434 ***********************************************************************
 NT0434  DESIGNATION -  6205
 NT0434  PID         -  NT0434
 NT0434  STATE/COUNTY-  ID/CARIBOU
 NT0434  USGS QUAD   -  CHINA HAT (1981)
 NT0434
 NT0434                         *CURRENT SURVEY CONTROL
 NT0434  ___________________________________________________________________
 NT0434* NAD 83(1986)-  42 50 50.     (N)    111 32 45.     (W)     SCALED    
 NT0434* NAVD 88     -      1892.714  (meters)    6209.68   (feet)  ADJUSTED  
 NT0434  ___________________________________________________________________
 NT0434  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 NT0434  DYNAMIC HT  -        1891.374 (meters)    6205.28  (feet)  COMP
 NT0434  MODELED GRAV-     979,845.3   (mgal)                       NAVD 88
 NT0434
 NT0434  VERT ORDER  -  SECOND    CLASS 0
 NT0434
 NT0434.The horizontal coordinates were scaled from a topographic map and have
 NT0434.an estimated accuracy of +/- 6 seconds.
 NT0434
 NT0434.The orthometric height was determined by differential leveling
 NT0434.and adjusted by the National Geodetic Survey in June 1991..
 NT0434
 NT0434.The geoid height was determined by GEOID03.
 NT0434
 NT0434.The dynamic height is computed by dividing the NAVD 88
 NT0434.geopotential number by the normal gravity value computed on the
 NT0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0434.degrees latitude (g = 980.6199 gals.).
 NT0434
 NT0434.The modeled gravity was interpolated from observed gravity values.
 NT0434
 NT0434;                    North         East    Units  Estimated Accuracy
 NT0434;SPC ID E     -   131,310.      250,750.      MT  (+/- 180 meters Scaled)
 NT0434
 NT0434                          SUPERSEDED SURVEY CONTROL
 NT0434
 NT0434  NGVD 29 (??/??/92) 1891.45   (m)         6205.5    (f) COMPUTED    2 0
 NT0434
 NT0434.Superseded values are not recommended for survey control.
 NT0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0434.See file dsdata.txt to determine how the superseded data were derived.
 NT0434
 NT0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN554439(NAD 83)
 NT0434_MARKER: P = PIPE CAP
 NT0434_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0434_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0434_STAMPING: 6205
 NT0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0434
 NT0434  HISTORY     - Date     Condition        Report By
 NT0434  HISTORY     - UNK      MONUMENTED       USGS
 NT0434  HISTORY     - 1934     GOOD             NGS
 NT0434  HISTORY     - 1951     GOOD             NGS
 NT0434
 NT0434                          STATION DESCRIPTION
 NT0434
 NT0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0434'4.8 MI S FROM HENRY.
 NT0434'ABOUT 4.8 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AT
 NT0434'HENRY, CARIBOU COUNTY, ABOUT 50 FEET WEST OF THE HIGHWAY, AND ON AN
 NT0434'OLD TRAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 NT0434'6205 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 NT0434
 NT0434                          STATION RECOVERY (1951)
 NT0434
 NT0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 NT0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0218 ***********************************************************************
 OX0218  DESIGNATION -  6208.082
 OX0218  PID         -  OX0218
 OX0218  STATE/COUNTY-  ID/TETON
 OX0218  USGS QUAD   -  VICTOR (1978)
 OX0218
 OX0218                         *CURRENT SURVEY CONTROL
 OX0218  ___________________________________________________________________
 OX0218* NAD 83(1986)-  43 36 09.     (N)    111 06 41.     (W)     SCALED    
 OX0218* NAVD 88     -      1893.142  (meters)    6211.08   (feet)  POSTED    
 OX0218  ___________________________________________________________________
 OX0218  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 OX0218  DYNAMIC HT  -        1891.940 (meters)    6207.14  (feet)  COMP
 OX0218  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 OX0218
 OX0218  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0218
 OX0218.The horizontal coordinates were scaled from a topographic map and have
 OX0218.an estimated accuracy of +/- 6 seconds.
 OX0218
 OX0218.The orthometric height was determined by differential leveling
 OX0218.and adjusted by the National Geodetic Survey in 1992..
 OX0218.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0218.rate of 1.1 thru 2.0 mm/km.
 OX0218
 OX0218.The geoid height was determined by GEOID03.
 OX0218
 OX0218.The dynamic height is computed by dividing the NAVD 88
 OX0218.geopotential number by the normal gravity value computed on the
 OX0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0218.degrees latitude (g = 980.6199 gals.).
 OX0218
 OX0218.The modeled gravity was interpolated from observed gravity values.
 OX0218
 OX0218;                    North         East    Units  Estimated Accuracy
 OX0218;SPC ID E     -   215,570.      285,200.      MT  (+/- 180 meters Scaled)
 OX0218
 OX0218                          SUPERSEDED SURVEY CONTROL
 OX0218
 OX0218  NGVD 29 (??/??/92) 1891.876  (m)         6206.93   (f) ADJ UNCH    2 0
 OX0218
 OX0218.Superseded values are not recommended for survey control.
 OX0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0218.See file dsdata.txt to determine how the superseded data were derived.
 OX0218
 OX0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP910277(NAD 83)
 OX0218_MARKER: P = PIPE CAP
 OX0218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0218_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0218
 OX0218  HISTORY     - Date     Condition        Report By
 OX0218  HISTORY     - UNK      MONUMENTED       USGS
 OX0218  HISTORY     - 1934     GOOD             NGS
 OX0218
 OX0218                          STATION DESCRIPTION
 OX0218
 OX0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0218'IN VICTOR.
 OX0218'AT VICTOR, TETON COUNTY, ON STATE HIGHWAY 33, 90.2 FEET SOUTHWEST OF
 OX0218'THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 31, 1.5 FEET NORTH OF
 OX0218'THE NORTHEAST CORNER OF THE C.M. HATCH AND CO. STORE, 62.6 FEET WEST
 OX0218'OF THE CENTERLINE OF STATE HIGHWAY 33, AND 58.9 FEET SOUTH OF THE
 OX0218'CENTERLINE OF STATE HIGHWAY 31.  A UNITED STATES GEOLOGICAL SURVEY
 OX0218'STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.  NOTE-- IT
 OX0218'WAS REPORTED IN JUNE 1934 THAT THE STAMPING IS UNRECOGNIZABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0118 ***********************************************************************
 QA0118  DESIGNATION -  6210.58
 QA0118  PID         -  QA0118
 QA0118  STATE/COUNTY-  ID/CUSTER
 QA0118  USGS QUAD   -  STANLEY (1963)
 QA0118
 QA0118                         *CURRENT SURVEY CONTROL
 QA0118  ___________________________________________________________________
 QA0118* NAD 83(1986)-  44 13 51.     (N)    114 55 21.     (W)     SCALED    
 QA0118* NAVD 88     -      1892.186  (meters)    6207.95   (feet)  ADJUSTED  
 QA0118  ___________________________________________________________________
 QA0118  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 QA0118  DYNAMIC HT  -        1891.041 (meters)    6204.19  (feet)  COMP
 QA0118  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 QA0118
 QA0118  VERT ORDER  -  SECOND    CLASS 0
 QA0118
 QA0118.The horizontal coordinates were scaled from a topographic map and have
 QA0118.an estimated accuracy of +/- 6 seconds.
 QA0118
 QA0118.The orthometric height was determined by differential leveling
 QA0118.and adjusted by the National Geodetic Survey in June 1991..
 QA0118
 QA0118.The geoid height was determined by GEOID03.
 QA0118
 QA0118.The dynamic height is computed by dividing the NAVD 88
 QA0118.geopotential number by the normal gravity value computed on the
 QA0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0118.degrees latitude (g = 980.6199 gals.).
 QA0118
 QA0118.The modeled gravity was interpolated from observed gravity values.
 QA0118
 QA0118;                    North         East    Units  Estimated Accuracy
 QA0118;SPC ID C     -   285,260.      426,300.      MT  (+/- 180 meters Scaled)
 QA0118
 QA0118                          SUPERSEDED SURVEY CONTROL
 QA0118
 QA0118  NGVD 29 (??/??/92) 1890.880  (m)         6203.66   (f) ADJ UNCH    2 0
 QA0118
 QA0118.Superseded values are not recommended for survey control.
 QA0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0118.See file dsdata.txt to determine how the superseded data were derived.
 QA0118
 QA0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ659996(NAD 83)
 QA0118_MARKER: DD = SURVEY DISK
 QA0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0118_SP_SET: CULVERT
 QA0118_STAMPING: 6210.58 1931
 QA0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0118
 QA0118  HISTORY     - Date     Condition        Report By
 QA0118  HISTORY     - 1931     MONUMENTED       BPR
 QA0118  HISTORY     - 1963     MARK NOT FOUND   USGS
 QA0118
 QA0118                          STATION DESCRIPTION
 QA0118
 QA0118'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1931
 QA0118'0.5 MI E FROM STANLEY.
 QA0118'0.5 MILE EAST ALONG NEW U. S. HIGHWAY 93 FROM VALLEY CREEK RANGER
 QA0118'STATION AT STANLEY, CUSTER COUNTY, 340 FEET SOUTHWEST OF THE MARKLE
 QA0118'STORE, AT THE EAST END OF THE CUT AROUND A ROCKY POINT, 18 FEET
 QA0118'NORTHWEST OF THE NORTHWEST BANK OF SALMON RIVER, AT A CULVERT, IN THE
 QA0118'CENTER OF THE TOP OF THE SOUTHEAST CONCRETE HEADWALL, AND 15 FEET
 QA0118'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 QA0118
 QA0118                          STATION RECOVERY (1963)
 QA0118
 QA0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QA0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0120 ***********************************************************************
 QA0120  DESIGNATION -  6227.86
 QA0120  PID         -  QA0120
 QA0120  STATE/COUNTY-  ID/CUSTER
 QA0120  USGS QUAD   -  STANLEY (1963)
 QA0120
 QA0120                         *CURRENT SURVEY CONTROL
 QA0120  ___________________________________________________________________
 QA0120* NAD 83(1986)-  44 13 29.     (N)    114 55 45.     (W)     SCALED    
 QA0120* NAVD 88     -      1897.46   (+/-2cm)    6225.2    (feet)  VERTCON   
 QA0120  ___________________________________________________________________
 QA0120  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 QA0120
 QA0120  VERT ORDER  -  ? (See Below)
 QA0120
 QA0120.The horizontal coordinates were scaled from a topographic map and have
 QA0120.an estimated accuracy of +/- 6 seconds.
 QA0120
 QA0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0120.The vertical order pertains to the NGVD 29 superseded value.
 QA0120
 QA0120.The geoid height was determined by GEOID03.
 QA0120
 QA0120;                    North         East    Units  Estimated Accuracy
 QA0120;SPC ID C     -   284,580.      425,760.      MT  (+/- 180 meters Scaled)
 QA0120
 QA0120                          SUPERSEDED SURVEY CONTROL
 QA0120
 QA0120  NGVD 29 (??/??/92) 1896.153  (m)         6220.96   (f) ADJ UNCH    ?  
 QA0120
 QA0120.Superseded values are not recommended for survey control.
 QA0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0120.See file dsdata.txt to determine how the superseded data were derived.
 QA0120
 QA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ654989(NAD 83)
 QA0120_MARKER: DD = SURVEY DISK
 QA0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0120_SP_SET: ABUTMENT
 QA0120_STAMPING: 6227.86 1931
 QA0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0120
 QA0120  HISTORY     - Date     Condition        Report By
 QA0120  HISTORY     - 1931     MONUMENTED       BPR
 QA0120  HISTORY     - 1967     GOOD             NGS
 QA0120
 QA0120                          STATION DESCRIPTION
 QA0120
 QA0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QA0120'0.5 MI N FROM STANLEY.
 QA0120'0.5 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 QA0120'HIGHWAY 21, 31 FEET WEST-NORTHWEST OF MILEPOST 191, 10.5 FEET WEST OF
 QA0120'THE CENTER LINE OF U.S. HIGHWAY 93 AND 0.5 FOOT ABOVE THE LEVEL OF THE
 QA0120'HIGHWAY CEMENTED IN A DRILL HOLE IN THE CONCRETE ABUTMENT OF THE
 QA0120'BRIDGE OVER VALLEY CREEK.  NOTE-- THIS MARK WAS USED FOR THE AZIMUTH
 QA0120'MARK TO TRIANGULATION STATION STANLEY 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0535 ***********************************************************************
 SU0535  DESIGNATION -  6240.2
 SU0535  PID         -  SU0535
 SU0535  STATE/COUNTY-  ID/SHOSHONE
 SU0535  USGS QUAD   -  MONUMENTAL BUTTES (1995)
 SU0535
 SU0535                         *CURRENT SURVEY CONTROL
 SU0535  ___________________________________________________________________
 SU0535* NAD 83(1986)-  47 00 33.     (N)    115 50 25.     (W)     SCALED    
 SU0535* NAVD 88     -      1902.566  (meters)    6242.00   (feet)  ADJUSTED  
 SU0535  ___________________________________________________________________
 SU0535  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 SU0535  DYNAMIC HT  -        1902.077 (meters)    6240.40  (feet)  COMP
 SU0535  MODELED GRAV-     980,287.5   (mgal)                       NAVD 88
 SU0535
 SU0535  VERT ORDER  -  SECOND    CLASS 0
 SU0535
 SU0535.The horizontal coordinates were scaled from a topographic map and have
 SU0535.an estimated accuracy of +/- 6 seconds.
 SU0535
 SU0535.The orthometric height was determined by differential leveling
 SU0535.and adjusted by the National Geodetic Survey in June 1991..
 SU0535
 SU0535.The geoid height was determined by GEOID03.
 SU0535
 SU0535.The dynamic height is computed by dividing the NAVD 88
 SU0535.geopotential number by the normal gravity value computed on the
 SU0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0535.degrees latitude (g = 980.6199 gals.).
 SU0535
 SU0535.The modeled gravity was interpolated from observed gravity values.
 SU0535
 SU0535;                    North         East    Units  Estimated Accuracy
 SU0535;SPC ID W     -   593,620.      793,140.      MT  (+/- 180 meters Scaled)
 SU0535
 SU0535                          SUPERSEDED SURVEY CONTROL
 SU0535
 SU0535  NGVD 29 (??/??/92) 1901.282  (m)         6237.79   (f) ADJ UNCH    2 0
 SU0535
 SU0535.Superseded values are not recommended for survey control.
 SU0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0535.See file dsdata.txt to determine how the superseded data were derived.
 SU0535
 SU0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN881068(NAD 83)
 SU0535_MARKER: Q = CHISELED SQUARE
 SU0535_SETTING: 80 = SET IN A BOULDER
 SU0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0535+STABILITY: SURFACE MOTION
 SU0535
 SU0535  HISTORY     - Date     Condition        Report By
 SU0535  HISTORY     - UNK      MONUMENTED       USGS
 SU0535  HISTORY     - 1936     GOOD             NGS
 SU0535
 SU0535                          STATION DESCRIPTION
 SU0535
 SU0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SU0535'25.9 MI S FROM AVERY.
 SU0535'ABOUT 25.9 MILES SOUTH ALONG THE JUG CAMP ROAD FROM THE CHICAGO,
 SU0535'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT AVERY, SHOSHONE
 SU0535'COUNTY, 81.5 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE GOAT
 SU0535'MOUNTAIN LOOKOUT ROAD, 28.2 FEET SOUTH OF A TREE PAINTED 6240.2, AND
 SU0535'ON THE TOP OF A LARGE BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0710 ***********************************************************************
 OX0710  DESIGNATION -  6280=LAVA
 OX0710  PID         -  OX0710
 OX0710  STATE/COUNTY-  ID/BONNEVILLE
 OX0710  USGS QUAD   -  OZONE (1981)
 OX0710
 OX0710                         *CURRENT SURVEY CONTROL
 OX0710  ___________________________________________________________________
 OX0710* NAD 83(1992)-  43 24 48.70062(N)    111 52 09.57258(W)     ADJUSTED  
 OX0710* NAVD 88     -      1916.0    (meters)    6286.     (feet)  VERTCON   
 OX0710  ___________________________________________________________________
 OX0710  LAPLACE CORR-           7.76  (seconds)                    DEFLEC99
 OX0710  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 OX0710
 OX0710  HORZ ORDER  -  FIRST
 OX0710
 OX0710.The horizontal coordinates were established by classical geodetic methods
 OX0710.and adjusted by the National Geodetic Survey in July 1992..
 OX0710
 OX0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0710
 OX0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0710
 OX0710.The geoid height was determined by GEOID03.
 OX0710
 OX0710;                    North         East     Units Scale Factor Converg.
 OX0710;SPC ID E     -   194,080.703   224,080.979   MT  0.99995450   +0 12 15.7
 OX0710;UTM  12      - 4,807,104.998   429,619.574   MT  0.99966093   -0 35 50.9
 OX0710
 OX0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0710!SPC ID E     -   0.99970139  x   0.99995450  =   0.99965591
 OX0710!UTM  12      -   0.99970139  x   0.99966093  =   0.99936243
 OX0710
 OX0710:                Primary Azimuth Mark                     Grid Az
 OX0710:SPC ID E     -  LAVA AZ MK                               039 59 14.1
 OX0710:UTM  12      -  LAVA AZ MK                               040 47 20.7
 OX0710
 OX0710|---------------------------------------------------------------------|
 OX0710| PID    Reference Object                     Distance      Geod. Az  |
 OX0710|                                                           dddmmss.s |
 OX0710| CN4725 LAVA AZ MK                                         0401129.8 |
 OX0710| CN4727 LAVA RM 2                             6.894 METERS 12124     |
 OX0710| OX0737 LINCOLN U AND I REFIN CO STACK      APPROX.13.8 KM 3224833.6 |
 OX0710| CN4726 LAVA RM 1                             8.288 METERS 35937     |
 OX0710|---------------------------------------------------------------------|
 OX0710
 OX0710                          SUPERSEDED SURVEY CONTROL
 OX0710
 OX0710  NAD 83(1986)-  43 24 48.69236(N)    111 52 09.55881(W) AD(       ) 1
 OX0710  NAD 27      -  43 24 48.99900(N)    111 52 06.68400(W) AD(       ) 1
 OX0710  NGVD 29 (07/19/86) 1914.8    (m)         6282.     (f) VERT ANG       
 OX0710
 OX0710.Superseded values are not recommended for survey control.
 OX0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0710.See file dsdata.txt to determine how the superseded data were derived.
 OX0710
 OX0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP2962007105(NAD 83)
 OX0710_MARKER: DD = SURVEY DISK
 OX0710_SETTING: 80 = SET IN A BOULDER
 OX0710_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 OX0710
 OX0710  HISTORY     - Date     Condition        Report By
 OX0710  HISTORY     - 1946     MONUMENTED       USGS
 OX0710  HISTORY     - 1946     GOOD             NGS
 OX0710
 OX0710                          STATION DESCRIPTION
 OX0710
 OX0710'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OX0710'LOCATED ABOUT 10 MILES, AIRLINE, SOUTHEAST OF IDAHO FALLS,
 OX0710'ON THE SOUTH END AND HIGHEST POINT OF A LONG FAIRLY HIGH RIDGE.
 OX0710'THE AREA AROUND THE POINT IS UNDER CUTIVATION.  THIS IS THE
 OX0710'HIGHEST POINT IN THE IMMEDIATE VICINITY, AND IS ROCK STREWN.
 OX0710'
 OX0710'THE STATION MARK IS A STANDARD USGS DISC CEMENTED IN A DRILL
 OX0710'HOLE IN A 4 INCH DEPRESSION IN A BOULDER WHICH IS APPROXIMATELY
 OX0710'10 FEET IN DIAMETER AND PROJECTS 2-1/2 FEET.  THE MARK IS 3
 OX0710'FEET SOUTH OF THE NORTH EDGE OF THE BOULDER.  IT IS STAMPED
 OX0710'7-9-1924 6280 VA
 OX0710'
 OX0710'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 OX0710'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 FEET AND
 OX0710'IS APPROX. THE SAME ELEVATION AS THE STATION MARK.  IT IS
 OX0710'STAMPED LAVA US AND GS NO 1 1946.
 OX0710'
 OX0710'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL
 OX0710'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 8 INCHES AND IS
 OX0710'APPROXIMATELY 2-1/2 FEET LOWER THAN THE STATION MARK.  IT IS
 OX0710'STAMPED LAVA US AND GS NO 2 1946.
 OX0710'
 OX0710'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0710'IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 OX0710'IT IS 75 YARDS WEST OF THE ROAD LEADING TO THE STATION AND
 OX0710'IS STAMPED LAVA US AND GS 1946.
 OX0710'
 OX0710'TO REACH THE STATION FROM THE ELEVATOR AND RAILROAD CROSSING
 OX0710'IN AMMON GO EAST ON A DIRT ROAD FOR 2.15 MILES TO FORKS.
 OX0710'TAKE RIGHT FORK AND GO 5.35 MILES TO SUMMIT OF RIDGE AND A DIRT
 OX0710'ROAD LEADING RIGHT, SOUTHERLY THROUGH A CULTIVATED AREA.  TURN
 OX0710'RIGHT AND GO 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 OX0710'0.6 MILE, THENCE TURN RIGHT, SOUTHWEST AND GO 0.6 MILE ACROSS
 OX0710'A CULTIVATED FIELD TO THE HIGHEST POINT AND STATION.  A DRIVE
 OX0710'STATION.
 OX0710'
 OX0710'NO OBJECT WAS FOUND SUITABLE FOR A SUBSTITUTE CONTROL STATION.
 OX0710
 OX0710                          STATION RECOVERY (1946)
 OX0710
 OX0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 OX0710'ORIGINAL DESCRIPTION DOES NOT MENTION TABLET.  PROBABLY SET BY
 OX0710'TOPOGRAPHER IN 1924 AND PRESUMED TO BE DRILL HOLE MADE BY MARTIN.
 OX0710'
 OX0710'STATION MARK--A STANDARD USGS DISK CEMENTED IN A DRILL HOLE IN A 4 IN.
 OX0710'DEPRESSION IN A BOULDER WHICH IS APPROXIMATELY 10 FT. IN DIAMETER AND
 OX0710'PROJECTS 2-1/2 FT.  IT IS STAMPED---7-9-1924 6280 VA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1225 ***********************************************************************
 NV1225  DESIGNATION -  63 EMH
 NV1225  PID         -  NV1225
 NV1225  STATE/COUNTY-  ID/OWYHEE
 NV1225  USGS QUAD   -  GRASMERE (1979)
 NV1225
 NV1225                         *CURRENT SURVEY CONTROL
 NV1225  ___________________________________________________________________
 NV1225* NAD 83(1986)-  42 22 35.     (N)    115 55 20.     (W)     SCALED    
 NV1225* NAVD 88     -      1593.023  (meters)    5226.44   (feet)  POSTED    
 NV1225  ___________________________________________________________________
 NV1225  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 NV1225  DYNAMIC HT  -        1591.970 (meters)    5222.99  (feet)  COMP
 NV1225  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 NV1225
 NV1225  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV1225
 NV1225.The horizontal coordinates were scaled from a topographic map and have
 NV1225.an estimated accuracy of +/- 6 seconds.
 NV1225
 NV1225.The orthometric height was determined by differential leveling
 NV1225.and adjusted by the National Geodetic Survey in 1992..
 NV1225.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV1225.rate of 0.0 thru 1.0 mm/km.
 NV1225
 NV1225.The geoid height was determined by GEOID03.
 NV1225
 NV1225.The dynamic height is computed by dividing the NAVD 88
 NV1225.geopotential number by the normal gravity value computed on the
 NV1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1225.degrees latitude (g = 980.6199 gals.).
 NV1225
 NV1225.The modeled gravity was interpolated from observed gravity values.
 NV1225
 NV1225;                    North         East    Units  Estimated Accuracy
 NV1225;SPC ID W     -    78,840.      785,820.      MT  (+/- 180 meters Scaled)
 NV1225
 NV1225                          SUPERSEDED SURVEY CONTROL
 NV1225
 NV1225  NGVD 29 (??/??/92) 1591.92   (m)         5222.8    (f) COMPUTED    2 0
 NV1225
 NV1225.Superseded values are not recommended for survey control.
 NV1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1225.See file dsdata.txt to determine how the superseded data were derived.
 NV1225
 NV1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG887921(NAD 83)
 NV1225_MARKER: DD = SURVEY DISK
 NV1225_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NV1225_SP_SET: COPPER-CLAD STEEL ROD
 NV1225_STAMPING: 63 EMH 1972 5222
 NV1225_MARK LOGO: USGS  
 NV1225_MAGNETIC: I = MARKER IS A STEEL ROD
 NV1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1225+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NV1225
 NV1225  HISTORY     - Date     Condition        Report By
 NV1225  HISTORY     - 1972     MONUMENTED       USGS
 NV1225
 NV1225                          STATION DESCRIPTION
 NV1225
 NV1225'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NV1225'FROM GRASMERE, IDAHO, PROCEED 0.4 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NV1225'2.0 MILES WEST ALONG A DIRT ROAD, AT THE JUNCTION OF A ROAD NORTHWEST,
 NV1225'42 FEET NORTH AND ABOUT LEVEL WITH THE JUNCTION, A 5/8-INCH
 NV1225'COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE AND
 NV1225'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0040 ***********************************************************************
 QA0040  DESIGNATION -  6309 RESET
 QA0040  PID         -  QA0040
 QA0040  STATE/COUNTY-  ID/CUSTER
 QA0040  USGS QUAD   -  ANTELOPE FLAT (1963)
 QA0040
 QA0040                         *CURRENT SURVEY CONTROL
 QA0040  ___________________________________________________________________
 QA0040* NAD 83(1986)-  44 17 55.     (N)    114 02 39.     (W)     SCALED    
 QA0040* NAVD 88     -      1924.533  (meters)    6314.07   (feet)  ADJUSTED  
 QA0040  ___________________________________________________________________
 QA0040  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 QA0040  DYNAMIC HT  -        1923.389 (meters)    6310.32  (feet)  COMP
 QA0040  MODELED GRAV-     979,955.2   (mgal)                       NAVD 88
 QA0040
 QA0040  VERT ORDER  -  FIRST     CLASS II
 QA0040
 QA0040.The horizontal coordinates were scaled from a topographic map and have
 QA0040.an estimated accuracy of +/- 6 seconds.
 QA0040
 QA0040.The orthometric height was determined by differential leveling
 QA0040.and adjusted by the National Geodetic Survey in June 1991..
 QA0040
 QA0040.The geoid height was determined by GEOID03.
 QA0040
 QA0040.The dynamic height is computed by dividing the NAVD 88
 QA0040.geopotential number by the normal gravity value computed on the
 QA0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0040.degrees latitude (g = 980.6199 gals.).
 QA0040
 QA0040.The modeled gravity was interpolated from observed gravity values.
 QA0040
 QA0040;                    North         East    Units  Estimated Accuracy
 QA0040;SPC ID C     -   292,380.      496,480.      MT  (+/- 180 meters Scaled)
 QA0040
 QA0040                          SUPERSEDED SURVEY CONTROL
 QA0040
 QA0040.No superseded survey control is available for this station.
 QA0040
 QA0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK357092(NAD 83)
 QA0040_MARKER: P = PIPE CAP
 QA0040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QA0040_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QA0040_STAMPING: 6309 1912 43 RESET 1943
 QA0040_MARK LOGO: USGS  
 QA0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0040
 QA0040  HISTORY     - Date     Condition        Report By
 QA0040  HISTORY     - 1943     MONUMENTED       USGS
 QA0040  HISTORY     - 1985     GOOD             NGS
 QA0040
 QA0040                          STATION DESCRIPTION
 QA0040
 QA0040'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 QA0040'18.4 MI NW FROM CHILLY.
 QA0040'18.4 MILES NORTHWEST ALONG STATE HIGHWAY 27 (NOW U.S. HIGHWAY 93 ALT.)
 QA0040'FROM THE SCHOOL AT CHILLY, CUSTER COUNTY, 0.4 MILE NORTH OF THE
 QA0040'JUNCTION OF THE SPAR CANYON ROAD, 87 FEET EAST OF THE CENTER LINE OF
 QA0040'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 QA0040'6309 1912 43 RESET 1943 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 QA0040'PIPE PROJECTING 1 FOOT ABOVE GROUND.
 QA0040
 QA0040                          STATION RECOVERY (1985)
 QA0040
 QA0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QA0040'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  28.8 KM
 QA0040'(17.9 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE INTERSECTION OF MAIN
 QA0040'STREET AT CHALLIS, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A DIRT
 QA0040'ROAD LEADING EAST TO A GRAVEL PIT, 0.68 KM (0.42 MI) NORTH OF THE Y
 QA0040'JUNCTION OF SPAR CANYON ROAD, 0.58 KM (0.36 MI) SOUTH OF MILEPOST 145,
 QA0040'24.4 METERS (80 FT) EAST OF THE HIGHWAY CENTERLINE, 103.0 METERS
 QA0040'(338 FT) SOUTH OF THE CENTER OF THE DIRT ROAD AND 37.0 METERS
 QA0040'(121.5 FT) WEST OF THE RIGHT OF WAY FENCE.
 QA0040'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 QA0040'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0448 ***********************************************************************
 QZ0448  DESIGNATION -  6325
 QZ0448  PID         -  QZ0448
 QZ0448  STATE/COUNTY-  ID/IDAHO
 QZ0448  USGS QUAD   -  VICTOR PEAK (1979)
 QZ0448
 QZ0448                         *CURRENT SURVEY CONTROL
 QZ0448  ___________________________________________________________________
 QZ0448* NAD 83(1986)-  45 12 07.     (N)    115 57 15.     (W)     SCALED    
 QZ0448* NAVD 88     -      1928.839  (meters)    6328.20   (feet)  ADJUSTED  
 QZ0448  ___________________________________________________________________
 QZ0448  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 QZ0448  DYNAMIC HT  -        1927.916 (meters)    6325.17  (feet)  COMP
 QZ0448  MODELED GRAV-     980,068.7   (mgal)                       NAVD 88
 QZ0448
 QZ0448  VERT ORDER  -  SECOND    CLASS 0
 QZ0448
 QZ0448.The horizontal coordinates were scaled from a topographic map and have
 QZ0448.an estimated accuracy of +/- 6 seconds.
 QZ0448
 QZ0448.The orthometric height was determined by differential leveling
 QZ0448.and adjusted by the National Geodetic Survey in June 1991..
 QZ0448
 QZ0448.The geoid height was determined by GEOID03.
 QZ0448
 QZ0448.The dynamic height is computed by dividing the NAVD 88
 QZ0448.geopotential number by the normal gravity value computed on the
 QZ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0448.degrees latitude (g = 980.6199 gals.).
 QZ0448
 QZ0448.The modeled gravity was interpolated from observed gravity values.
 QZ0448
 QZ0448;                    North         East    Units  Estimated Accuracy
 QZ0448;SPC ID W     -   392,770.      783,960.      MT  (+/- 180 meters Scaled)
 QZ0448
 QZ0448                          SUPERSEDED SURVEY CONTROL
 QZ0448
 QZ0448  NGVD 29 (??/??/92) 1927.547  (m)         6323.96   (f) ADJ UNCH    2 0
 QZ0448
 QZ0448.Superseded values are not recommended for survey control.
 QZ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0448.See file dsdata.txt to determine how the superseded data were derived.
 QZ0448
 QZ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL821059(NAD 83)
 QZ0448_MARKER: DD = SURVEY DISK
 QZ0448_SETTING: 80 = SET IN A BOULDER
 QZ0448_SP_SET: BOULDER
 QZ0448_STAMPING: 26 6325.65
 QZ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0448+STABILITY: SURFACE MOTION
 QZ0448
 QZ0448  HISTORY     - Date     Condition        Report By
 QZ0448  HISTORY     - UNK      MONUMENTED       BPR
 QZ0448  HISTORY     - 1959     GOOD             NGS
 QZ0448
 QZ0448                          STATION DESCRIPTION
 QZ0448
 QZ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QZ0448'6.7 MI S FROM BURGDORF.
 QZ0448'6.7 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 QZ0448'AT BURGDORF, AT THE NORTH END OF A CUT, IN TOP OF A LARGE GRANITE
 QZ0448'BOULDER WHICH PROJECTS 3 1/2 FEET ABOVE THE GROUND, 16 FEET
 QZ0448'WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 6.1 FEET NORTH OF A
 QZ0448'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0024 ***********************************************************************
 OZ0024  DESIGNATION -  6325.7
 OZ0024  PID         -  OZ0024
 OZ0024  STATE/COUNTY-  ID/BLAINE
 OZ0024  USGS QUAD   -  SUN VALLEY (1967)
 OZ0024
 OZ0024                         *CURRENT SURVEY CONTROL
 OZ0024  ___________________________________________________________________
 OZ0024* NAD 83(1986)-  43 44 57.     (N)    114 17 30.     (W)     SCALED    
 OZ0024* NAVD 88     -      1930.05   (+/-2cm)    6332.2    (feet)  VERTCON   
 OZ0024  ___________________________________________________________________
 OZ0024  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 OZ0024
 OZ0024  VERT ORDER  -  ? (See Below)
 OZ0024
 OZ0024.The horizontal coordinates were scaled from a topographic map and have
 OZ0024.an estimated accuracy of +/- 6 seconds.
 OZ0024
 OZ0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0024.The vertical order pertains to the NGVD 29 superseded value.
 OZ0024
 OZ0024.The geoid height was determined by GEOID03.
 OZ0024
 OZ0024;                    North         East    Units  Estimated Accuracy
 OZ0024;SPC ID C     -   231,370.      476,510.      MT  (+/- 180 meters Scaled)
 OZ0024
 OZ0024                          SUPERSEDED SURVEY CONTROL
 OZ0024
 OZ0024  NGVD 29 (??/??/92) 1928.762  (m)         6327.95   (f) ADJ UNCH    ?  
 OZ0024
 OZ0024.Superseded values are not recommended for survey control.
 OZ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0024.See file dsdata.txt to determine how the superseded data were derived.
 OZ0024
 OZ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ180475(NAD 83)
 OZ0024_MARKER: Q = CHISELED SQUARE
 OZ0024_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OZ0024_SP_SET: UNSPEC. ROCK
 OZ0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0024
 OZ0024  HISTORY     - Date     Condition        Report By
 OZ0024  HISTORY     - UNK      MONUMENTED       USGS
 OZ0024  HISTORY     - 1933     GOOD             NGS
 OZ0024
 OZ0024                          STATION DESCRIPTION
 OZ0024
 OZ0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0024'6.0 MI NE FROM KETCHUM.
 OZ0024'6.0 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT ROAD FROM KETCHUM,
 OZ0024'BLAINE COUNTY, 0.8 MILE NORTHEAST OF THE CROSSING OF CORRAL CREEK, 25
 OZ0024'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ON THE TOP OF A
 OZ0024'PROJECTING ROCK MARKED BY THE PAINTED LETTERS US 6325.7 BM.  A
 OZ0024'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0202 ***********************************************************************
 PZ0202  DESIGNATION -  6328
 PZ0202  PID         -  PZ0202
 PZ0202  STATE/COUNTY-  ID/CLARK
 PZ0202  USGS QUAD   -  BLUE DOME (1969)
 PZ0202
 PZ0202                         *CURRENT SURVEY CONTROL
 PZ0202  ___________________________________________________________________
 PZ0202* NAD 83(1986)-  44 13 01.     (N)    112 57 58.     (W)     SCALED    
 PZ0202* NAVD 88     -      1933.778  (meters)    6344.40   (feet)  ADJUSTED  
 PZ0202  ___________________________________________________________________
 PZ0202  GEOID HEIGHT-         -10.58  (meters)                     GEOID03
 PZ0202  DYNAMIC HT  -        1932.623 (meters)    6340.61  (feet)  COMP
 PZ0202  MODELED GRAV-     979,952.0   (mgal)                       NAVD 88
 PZ0202
 PZ0202  VERT ORDER  -  SECOND    CLASS 0
 PZ0202
 PZ0202.The horizontal coordinates were scaled from a topographic map and have
 PZ0202.an estimated accuracy of +/- 6 seconds.
 PZ0202
 PZ0202.The orthometric height was determined by differential leveling
 PZ0202.and adjusted by the National Geodetic Survey in June 1991..
 PZ0202
 PZ0202.The geoid height was determined by GEOID03.
 PZ0202
 PZ0202.The dynamic height is computed by dividing the NAVD 88
 PZ0202.geopotential number by the normal gravity value computed on the
 PZ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0202.degrees latitude (g = 980.6199 gals.).
 PZ0202
 PZ0202.The modeled gravity was interpolated from observed gravity values.
 PZ0202
 PZ0202;                    North         East    Units  Estimated Accuracy
 PZ0202;SPC ID E     -   283,610.      136,120.      MT  (+/- 180 meters Scaled)
 PZ0202
 PZ0202                          SUPERSEDED SURVEY CONTROL
 PZ0202
 PZ0202  NGVD 29 (??/??/92) 1932.424  (m)         6339.96   (f) ADJ UNCH    2 0
 PZ0202
 PZ0202.Superseded values are not recommended for survey control.
 PZ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0202.See file dsdata.txt to determine how the superseded data were derived.
 PZ0202
 PZ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP429978(NAD 83)
 PZ0202_MARKER: B = BOLT
 PZ0202_SETTING: 0 = UNSPECIFIED SETTING
 PZ0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0202
 PZ0202  HISTORY     - Date     Condition        Report By
 PZ0202  HISTORY     - UNK      MONUMENTED       USGS
 PZ0202  HISTORY     - 1929     GOOD             USGS
 PZ0202
 PZ0202                          STATION DESCRIPTION
 PZ0202
 PZ0202'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0202'5.1 MI N FROM KAUFMAN.
 PZ0202'IN CLARK COUNTY, ABOUT 5.1 MILES NORTH ALONG THE ROAD LEADING TO
 PZ0202'GILMORE FROM KAUFMAN, CLARK COUNTY, ABOUT 18.8 MILES SOUTHEAST ALONG
 PZ0202'THE HAHN-DUBOIS ROAD FROM HAHN, LEMHI COUNTY, ABOUT 40 FEET SOUTH OF
 PZ0202'THE CENTER LINE OF THE ROAD, AND 1 FOOT EAST OF A 3-FOOT MOUND OF
 PZ0202'STONE 2.5 FEET HIGH.  THE TOP OF A 1- BY 1.5-INCH CAST-IRON BOLT,
 PZ0202'MARKED U.S.G.S.T.B.M. 6328 AND DRIVEN 15 INCHES INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0449 ***********************************************************************
 PZ0449  DESIGNATION -  6330.8
 PZ0449  PID         -  PZ0449
 PZ0449  STATE/COUNTY-  ID/CUSTER
 PZ0449  USGS QUAD   -  CHILLY BUTTES (1967)
 PZ0449
 PZ0449                         *CURRENT SURVEY CONTROL
 PZ0449  ___________________________________________________________________
 PZ0449* NAD 83(1986)-  44 03 48.     (N)    113 52 42.     (W)     SCALED    
 PZ0449* NAVD 88     -      1931.257  (meters)    6336.13   (feet)  ADJUSTED  
 PZ0449  ___________________________________________________________________
 PZ0449  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 PZ0449  DYNAMIC HT  -        1930.052 (meters)    6332.18  (feet)  COMP
 PZ0449  MODELED GRAV-     979,926.0   (mgal)                       NAVD 88
 PZ0449
 PZ0449  VERT ORDER  -  FIRST     CLASS II
 PZ0449
 PZ0449.The horizontal coordinates were scaled from a topographic map and have
 PZ0449.an estimated accuracy of +/- 6 seconds.
 PZ0449
 PZ0449.The orthometric height was determined by differential leveling
 PZ0449.and adjusted by the National Geodetic Survey in June 1991..
 PZ0449
 PZ0449.The geoid height was determined by GEOID03.
 PZ0449
 PZ0449.The dynamic height is computed by dividing the NAVD 88
 PZ0449.geopotential number by the normal gravity value computed on the
 PZ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0449.degrees latitude (g = 980.6199 gals.).
 PZ0449
 PZ0449.The modeled gravity was interpolated from observed gravity values.
 PZ0449
 PZ0449;                    North         East    Units  Estimated Accuracy
 PZ0449;SPC ID C     -   266,240.      509,750.      MT  (+/- 180 meters Scaled)
 PZ0449
 PZ0449                          SUPERSEDED SURVEY CONTROL
 PZ0449
 PZ0449  NGVD 29 (??/??/92) 1929.939  (m)         6331.81   (f) ADJ UNCH    1 2
 PZ0449
 PZ0449.Superseded values are not recommended for survey control.
 PZ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0449.See file dsdata.txt to determine how the superseded data were derived.
 PZ0449
 PZ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP694829(NAD 83)
 PZ0449_MARKER: Q = CHISELED SQUARE
 PZ0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0449_SP_SET: CULVERT
 PZ0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0449
 PZ0449  HISTORY     - Date     Condition        Report By
 PZ0449  HISTORY     - UNK      MONUMENTED       USGS
 PZ0449  HISTORY     - 1933     GOOD             NGS
 PZ0449
 PZ0449                          STATION DESCRIPTION
 PZ0449
 PZ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PZ0449'0.3 MI N FROM CHILLY.
 PZ0449'0.3 MILE NORTH ALONG STATE HIGHWAY 27 (NOW U.S. HIGHWAY 93 ALT.) FROM
 PZ0449'THE POST OFFICE AND THE BRIDGE OVER BIG LOST RIVER AT CHILLY, CUSTER
 PZ0449'COUNTY, AT A CULVERT OVER AN IRRIGATION DITCH, AND ON THE TOP OF THE
 PZ0449'EAST CONCRETE HEAD WALL MARKED BY THE PAINTED LETTERS US 6330.8 BM. A
 PZ0449'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0215 ***********************************************************************
 OX0215  DESIGNATION -  6332.92
 OX0215  PID         -  OX0215
 OX0215  STATE/COUNTY-  ID/TETON
 OX0215  USGS QUAD   -  VICTOR (1978)
 OX0215
 OX0215                         *CURRENT SURVEY CONTROL
 OX0215  ___________________________________________________________________
 OX0215* NAD 83(1986)-  43 35 32.     (N)    111 06 04.     (W)     SCALED    
 OX0215* NAVD 88     -      1931.23   (+/-2cm)    6336.0    (feet)  VERTCON   
 OX0215  ___________________________________________________________________
 OX0215  GEOID HEIGHT-          -9.75  (meters)                     GEOID03
 OX0215
 OX0215  VERT ORDER  -  ? (See Below)
 OX0215
 OX0215.The horizontal coordinates were scaled from a topographic map and have
 OX0215.an estimated accuracy of +/- 6 seconds.
 OX0215
 OX0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0215.The vertical order pertains to the NGVD 29 superseded value.
 OX0215
 OX0215.The geoid height was determined by GEOID03.
 OX0215
 OX0215;                    North         East    Units  Estimated Accuracy
 OX0215;SPC ID E     -   214,440.      286,040.      MT  (+/- 180 meters Scaled)
 OX0215
 OX0215                          SUPERSEDED SURVEY CONTROL
 OX0215
 OX0215  NGVD 29 (??/??/92) 1929.954  (m)         6331.86   (f) ADJ UNCH    ?  
 OX0215
 OX0215.Superseded values are not recommended for survey control.
 OX0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0215.See file dsdata.txt to determine how the superseded data were derived.
 OX0215
 OX0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP918265(NAD 83)
 OX0215_MARKER: DD = SURVEY DISK
 OX0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0215_SP_SET: CURB
 OX0215_STAMPING: B P R 6332.92
 OX0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0215
 OX0215  HISTORY     - Date     Condition        Report By
 OX0215  HISTORY     - UNK      MONUMENTED       BPR
 OX0215  HISTORY     - 1934     GOOD             NGS
 OX0215  HISTORY     - 1974     GOOD             USGS
 OX0215  HISTORY     - 20050305 MARK NOT FOUND   IDTD
 OX0215
 OX0215                          STATION DESCRIPTION
 OX0215
 OX0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0215'1.6 MI SE FROM VICTOR.
 OX0215'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 33 FROM VICTOR, TETON COUNTY,
 OX0215'AT A SMALL CONCRETE BRIDGE OVER A SMALL CREEK, AND IN THE CENTER OF
 OX0215'THE TOP OF THE SOUTH CURB.  A UNITED STATES BUREAU OF PUBLIC ROADS
 OX0215'STANDARD DISK, STAMPED B P R 6332.92.
 OX0215
 OX0215                          STATION RECOVERY (1974)
 OX0215
 OX0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0215'1.6 MILES SOUTHEAST ALONG A PAVED AND GRAVELLED ROAD (FORMERLY STATE
 OX0215'HWY 33) FROM VICTOR, AT A SMALL CONCRETE BRIDGE OVER KIMBALL CANAL,
 OX0215'AND IN THE CENTER OF THE TOP OF THE SOUTH CURB. A UNITED STATES
 OX0215'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED B P R 6332.92.
 OX0215
 OX0215                          STATION RECOVERY (2005)
 OX0215
 OX0215'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (RR)
 OX0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0452 ***********************************************************************
 PZ0452  DESIGNATION -  6343
 PZ0452  PID         -  PZ0452
 PZ0452  STATE/COUNTY-  ID/CUSTER
 PZ0452  USGS QUAD   -  CHILLY BUTTES (1967)
 PZ0452
 PZ0452                         *CURRENT SURVEY CONTROL
 PZ0452  ___________________________________________________________________
 PZ0452* NAD 83(1986)-  44 06 24.     (N)    113 52 45.     (W)     SCALED    
 PZ0452* NAVD 88     -      1935.328  (meters)    6349.49   (feet)  ADJUSTED  
 PZ0452  ___________________________________________________________________
 PZ0452  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 PZ0452  DYNAMIC HT  -        1934.134 (meters)    6345.57  (feet)  COMP
 PZ0452  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 PZ0452
 PZ0452  VERT ORDER  -  FIRST     CLASS II
 PZ0452
 PZ0452.The horizontal coordinates were scaled from a topographic map and have
 PZ0452.an estimated accuracy of +/- 6 seconds.
 PZ0452
 PZ0452.The orthometric height was determined by differential leveling
 PZ0452.and adjusted by the National Geodetic Survey in June 1991..
 PZ0452
 PZ0452.The geoid height was determined by GEOID03.
 PZ0452
 PZ0452.The dynamic height is computed by dividing the NAVD 88
 PZ0452.geopotential number by the normal gravity value computed on the
 PZ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0452.degrees latitude (g = 980.6199 gals.).
 PZ0452
 PZ0452.The modeled gravity was interpolated from observed gravity values.
 PZ0452
 PZ0452;                    North         East    Units  Estimated Accuracy
 PZ0452;SPC ID C     -   271,050.      509,670.      MT  (+/- 180 meters Scaled)
 PZ0452
 PZ0452                          SUPERSEDED SURVEY CONTROL
 PZ0452
 PZ0452  NGVD 29 (??/??/92) 1934.021  (m)         6345.20   (f) ADJ UNCH    1 2
 PZ0452
 PZ0452.Superseded values are not recommended for survey control.
 PZ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0452.See file dsdata.txt to determine how the superseded data were derived.
 PZ0452
 PZ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP695877(NAD 83)
 PZ0452_MARKER: Z = SEE DESCRIPTION
 PZ0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0452_SP_SET: CULVERT
 PZ0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0452
 PZ0452  HISTORY     - Date     Condition        Report By
 PZ0452  HISTORY     - UNK      MONUMENTED       USGS
 PZ0452  HISTORY     - 1933     GOOD             NGS
 PZ0452
 PZ0452                          STATION DESCRIPTION
 PZ0452
 PZ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PZ0452'1.9 MI N FROM CHILLY.
 PZ0452'1.9 MILES NORTH ALONG STATE HIGHWAY 27 (NOW U.S. HIGHWAY 93 ALT) FROM
 PZ0452'THE SCHOOL AT CHILLY, CUSTER COUNTY, 0.4 MILE NORTH OF THOUSAND
 PZ0452'SPRINGS CREEK, AT A CULVERT, AND ON THE TOP OF THE WEST CONCRETE
 PZ0452'HEADWALL MARKED BY THE PAINTED LETTERS US 6343.0 BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0454 ***********************************************************************
 PZ0454  DESIGNATION -  6345
 PZ0454  PID         -  PZ0454
 PZ0454  STATE/COUNTY-  ID/CUSTER
 PZ0454  USGS QUAD   -  DICKEY PEAK (1967)
 PZ0454
 PZ0454                         *CURRENT SURVEY CONTROL
 PZ0454  ___________________________________________________________________
 PZ0454* NAD 83(1986)-  44 08 03.     (N)    113 54 15.     (W)     SCALED    
 PZ0454* NAVD 88     -      1934.278  (meters)    6346.04   (feet)  ADJUSTED  
 PZ0454  ___________________________________________________________________
 PZ0454  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 PZ0454  DYNAMIC HT  -        1933.079 (meters)    6342.11  (feet)  COMP
 PZ0454  MODELED GRAV-     979,929.8   (mgal)                       NAVD 88
 PZ0454
 PZ0454  VERT ORDER  -  FIRST     CLASS II
 PZ0454
 PZ0454.The horizontal coordinates were scaled from a topographic map and have
 PZ0454.an estimated accuracy of +/- 6 seconds.
 PZ0454
 PZ0454.The orthometric height was determined by differential leveling
 PZ0454.and adjusted by the National Geodetic Survey in June 1991..
 PZ0454.WARNING-Repeat measurements at this control monument indicate possible
 PZ0454.vertical movement.
 PZ0454
 PZ0454.The geoid height was determined by GEOID03.
 PZ0454
 PZ0454.The dynamic height is computed by dividing the NAVD 88
 PZ0454.geopotential number by the normal gravity value computed on the
 PZ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0454.degrees latitude (g = 980.6199 gals.).
 PZ0454
 PZ0454.The modeled gravity was interpolated from observed gravity values.
 PZ0454
 PZ0454;                    North         East    Units  Estimated Accuracy
 PZ0454;SPC ID C     -   274,110.      507,670.      MT  (+/- 180 meters Scaled)
 PZ0454
 PZ0454                          SUPERSEDED SURVEY CONTROL
 PZ0454
 PZ0454.No superseded survey control is available for this station.
 PZ0454
 PZ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP676908(NAD 83)
 PZ0454_MARKER: P = PIPE CAP
 PZ0454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0454_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0454_STAMPING: 6345 1912 38
 PZ0454_MARK LOGO: USGS  
 PZ0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0454
 PZ0454  HISTORY     - Date     Condition        Report By
 PZ0454  HISTORY     - 1912     MONUMENTED       USGS
 PZ0454  HISTORY     - 1983     GOOD             NGS
 PZ0454  HISTORY     - 1984     GOOD             NGS
 PZ0454  HISTORY     - 1985     GOOD             NGS
 PZ0454
 PZ0454                          STATION DESCRIPTION
 PZ0454
 PZ0454'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 PZ0454'4.3 MI NW FROM CHILLY.
 PZ0454'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 27 (NOW U.S. HIGHWAY 93 ALT.)
 PZ0454'FROM THE SCHOOL AT CHILLY, CUSTER COUNTY, AT DICKEY, 270 FEET SOUTH OF
 PZ0454'WILLOW CREEK, 50 FEET SOUTHWEST OF THE AL WEST RANCH HOUSE, 40 FEET
 PZ0454'EAST OF THE CENTER LINE OF THE HIGHWAY, AND AT THE SOUTHWEST FENCE
 PZ0454'CORNER OF THE RANCH YARD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PZ0454'CAP, STAMPED 6345 1912 38 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 PZ0454'PIPE PROJECTING 1 FOOT ABOVE GROUND.
 PZ0454
 PZ0454                          STATION RECOVERY (1983)
 PZ0454
 PZ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PZ0454'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 PZ0454'35.05 KM (21.9 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0454'OF MAIN STREET AT MACKAY, 0.6 KM (0.4 MI) SOUTH OF THE Y
 PZ0454'JUNCTION OF DOUBLE SPRINGS ROAD, 0.35 KM (0.22 MI) SOUTH OF
 PZ0454'MILEPOST 131, AT THE OLD DICKEY TOWNSITE, 12.5 METERS (41 FT)
 PZ0454'EAST OF THE HIGHWAY CENTERLINE, 24.2 METERS (79.5 FT) NORTH OF THE
 PZ0454'NORTHWEST CORNER OF A CINDER BLOCK HOUSE, 9.6 METERS (31.5 FT)
 PZ0454'SOUTH OF THE SOUTHWEST CORNER OF AN OLD LOG HOUSE, 0.9 METER
 PZ0454'(3 FT) WEST OF A 36-INCH POPLAR TREE AND 0.3 METER (1 FT) WEST OF
 PZ0454'A HOG WIRE FENCE, AND SET IN THE TOP OF A PIPE PROJECTING 32 CM
 PZ0454'ABOVE THE GROUND.
 PZ0454'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 PZ0454'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PZ0454
 PZ0454                          STATION RECOVERY (1984)
 PZ0454
 PZ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0454'RECOVERED IN GOOD CONDITION.
 PZ0454
 PZ0454                          STATION RECOVERY (1985)
 PZ0454
 PZ0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1813 ***********************************************************************
 RZ1813  DESIGNATION -  64 BIS
 RZ1813  PID         -  RZ1813
 RZ1813  STATE/COUNTY-  ID/IDAHO
 RZ1813  USGS QUAD   -  WESTLAKE (1979)
 RZ1813
 RZ1813                         *CURRENT SURVEY CONTROL
 RZ1813  ___________________________________________________________________
 RZ1813* NAD 83(1992)-  46 07 23.70361(N)    116 30 34.48689(W)     ADJUSTED  
 RZ1813* NAVD 88     -      1271.69   (+/-2cm)    4172.2    (feet)  VERTCON   
 RZ1813  ___________________________________________________________________
 RZ1813  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 RZ1813  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 RZ1813
 RZ1813  HORZ ORDER  -  THIRD
 RZ1813  VERT ORDER  -  THIRD ? (See Below)
 RZ1813
 RZ1813.The horizontal coordinates were established by classical geodetic methods
 RZ1813.and adjusted by the National Geodetic Survey in July 1992..
 RZ1813
 RZ1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1813.The vertical order pertains to the NGVD 29 superseded value.
 RZ1813
 RZ1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1813
 RZ1813.The geoid height was determined by GEOID03.
 RZ1813
 RZ1813;                    North         East     Units Scale Factor Converg.
 RZ1813;SPC ID W     -   495,419.550   741,295.211   MT  0.99997568   -0 32 51.2
 RZ1813;UTM  11      - 5,107,858.563   537,889.957   MT  0.99961765   +0 21 12.7
 RZ1813
 RZ1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1813!SPC ID W     -   0.99980329  x   0.99997568  =   0.99977897
 RZ1813!UTM  11      -   0.99980329  x   0.99961765  =   0.99942101
 RZ1813
 RZ1813:                Primary Azimuth Mark                     Grid Az
 RZ1813:SPC ID W     -  MASON 2                                  334 08 39.4
 RZ1813:UTM  11      -  MASON 2                                  333 14 35.5
 RZ1813
 RZ1813|---------------------------------------------------------------------|
 RZ1813| PID    Reference Object                     Distance      Geod. Az  |
 RZ1813|                                                           dddmmss.s |
 RZ1813| RZ1811 MASON 2                             APPROX. 9.1 KM 3333548.2 |
 RZ1813|---------------------------------------------------------------------|
 RZ1813
 RZ1813                          SUPERSEDED SURVEY CONTROL
 RZ1813
 RZ1813  NAD 83(1986)-  46 07 23.70678(N)    116 30 34.48565(W) AD(       ) 3
 RZ1813  NAD 27      -  46 07 24.12048(N)    116 30 30.93319(W) AD(       ) 3
 RZ1813  NGVD 29 (07/19/86) 1270.55   (m)         4168.5    (f) LEVELING    3  
 RZ1813
 RZ1813.Superseded values are not recommended for survey control.
 RZ1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1813.See file dsdata.txt to determine how the superseded data were derived.
 RZ1813
 RZ1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM3789007859(NAD 83)
 RZ1813_MARKER: DB = BENCH MARK DISK
 RZ1813_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RZ1813+WITH SETTING: INFORMATION.
 RZ1813_SP_SET: PREFABRICATED CONCRETE POST
 RZ1813
 RZ1813  HISTORY     - Date     Condition        Report By
 RZ1813  HISTORY     - 1967     MONUMENTED       USGS
 RZ1813
 RZ1813                          STATION DESCRIPTION
 RZ1813
 RZ1813'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RZ1813'WESTLAKE, 0.6 MI W. OF ABANDONED SITE.  81 FT E. OF LARGE LONE
 RZ1813'PINE TREE, 28 FT S. OF RD., 1 FT N. OF FENCE AND WITNESS POST.
 RZ1813'
 RZ1813'LOCATED ABOUT 8 MI S. OF CRAIGMONT, ABOUT 6 MI SW. OF FERDINAND
 RZ1813'ALONG FOREST-WESTLAKE RD., 0.8 MI W. OF ABANDONED TOWN OF
 RZ1813'WESTLAKE.
 RZ1813'
 RZ1813'NO TO REACH GIVEN.
 RZ1813'
 RZ1813'STATION MARK--STANDARD BM TABLET STAMPED---64 BIS 1966---, ON
 RZ1813'COPPER-COATED ROD ENCASED IN BLACK SOIL PIPE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1226 ***********************************************************************
 NV1226  DESIGNATION -  64 EMH
 NV1226  PID         -  NV1226
 NV1226  STATE/COUNTY-  ID/OWYHEE
 NV1226  USGS QUAD   -  GRASMERE (1979)
 NV1226
 NV1226                         *CURRENT SURVEY CONTROL
 NV1226  ___________________________________________________________________
 NV1226* NAD 83(1986)-  42 22 42.     (N)    115 54 04.     (W)     SCALED    
 NV1226* NAVD 88     -      1575.080  (meters)    5167.57   (feet)  POSTED    
 NV1226  ___________________________________________________________________
 NV1226  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 NV1226  DYNAMIC HT  -        1574.050 (meters)    5164.20  (feet)  COMP
 NV1226  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 NV1226
 NV1226  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV1226
 NV1226.The horizontal coordinates were scaled from a topographic map and have
 NV1226.an estimated accuracy of +/- 6 seconds.
 NV1226
 NV1226.The orthometric height was determined by differential leveling
 NV1226.and adjusted by the National Geodetic Survey in 1992..
 NV1226.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV1226.rate of 0.0 thru 1.0 mm/km.
 NV1226
 NV1226.The geoid height was determined by GEOID03.
 NV1226
 NV1226.The dynamic height is computed by dividing the NAVD 88
 NV1226.geopotential number by the normal gravity value computed on the
 NV1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1226.degrees latitude (g = 980.6199 gals.).
 NV1226
 NV1226.The modeled gravity was interpolated from observed gravity values.
 NV1226
 NV1226;                    North         East    Units  Estimated Accuracy
 NV1226;SPC ID W     -    79,050.      787,560.      MT  (+/- 180 meters Scaled)
 NV1226
 NV1226                          SUPERSEDED SURVEY CONTROL
 NV1226
 NV1226  NGVD 29 (??/??/92) 1573.98   (m)         5164.0    (f) COMPUTED    2 0
 NV1226
 NV1226.Superseded values are not recommended for survey control.
 NV1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1226.See file dsdata.txt to determine how the superseded data were derived.
 NV1226
 NV1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG904923(NAD 83)
 NV1226_MARKER: DD = SURVEY DISK
 NV1226_SETTING: 66 = SET IN ROCK OUTCROP
 NV1226_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NV1226_STAMPING: 64 EMH 1972 5164
 NV1226_MARK LOGO: USGS  
 NV1226_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NV1226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1226+STABILITY: POSITION/ELEVATION WELL
 NV1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1226+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NV1226
 NV1226  HISTORY     - Date     Condition        Report By
 NV1226  HISTORY     - 1972     MONUMENTED       USGS
 NV1226
 NV1226                          STATION DESCRIPTION
 NV1226
 NV1226'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NV1226'FROM GRASMERE, IDAHO, PROCEED 0.4 MILES SOUTH ALONG HIGHWAY 51, THENCE
 NV1226'0.9 MILES WEST ALONG A DIRT ROAD, 0.2 MILES EAST OF THE EAST EDGE OF A
 NV1226'LARGE WASH, ON THE NORTH RIM OF A LOW HILL, 158 FEET SOUTH AND ABOUT
 NV1226'10 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP
 NV1226'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1262 ***********************************************************************
 OY1262  DESIGNATION -  64 HLS
 OY1262  PID         -  OY1262
 OY1262  STATE/COUNTY-  ID/JEFFERSON
 OY1262  USGS QUAD   -  ANTELOPE BUTTE (1969)
 OY1262
 OY1262                         *CURRENT SURVEY CONTROL
 OY1262  ___________________________________________________________________
 OY1262* NAD 83(1986)-  43 50 29.     (N)    112 32 15.     (W)     SCALED    
 OY1262* NAVD 88     -      1459.325  (meters)    4787.80   (feet)  ADJUSTED  
 OY1262  ___________________________________________________________________
 OY1262  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 OY1262  DYNAMIC HT  -        1458.594 (meters)    4785.40  (feet)  COMP
 OY1262  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 OY1262
 OY1262  VERT ORDER  -  FIRST     CLASS II
 OY1262
 OY1262.The horizontal coordinates were scaled from a topographic map and have
 OY1262.an estimated accuracy of +/- 6 seconds.
 OY1262
 OY1262.The orthometric height was determined by differential leveling
 OY1262.and adjusted by the National Geodetic Survey in December 1992..
 OY1262
 OY1262.The geoid height was determined by GEOID03.
 OY1262
 OY1262.The dynamic height is computed by dividing the NAVD 88
 OY1262.geopotential number by the normal gravity value computed on the
 OY1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1262.degrees latitude (g = 980.6199 gals.).
 OY1262
 OY1262.The modeled gravity was interpolated from observed gravity values.
 OY1262
 OY1262;                    North         East    Units  Estimated Accuracy
 OY1262;SPC ID E     -   241,640.      170,180.      MT  (+/- 180 meters Scaled)
 OY1262
 OY1262                          SUPERSEDED SURVEY CONTROL
 OY1262
 OY1262  NGVD 29 (08/20/92) 1458.240  (m)         4784.24   (f) ADJUSTED    1 2
 OY1262
 OY1262.Superseded values are not recommended for survey control.
 OY1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1262.See file dsdata.txt to determine how the superseded data were derived.
 OY1262
 OY1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP764554(NAD 83)
 OY1262_MARKER: DE = TRAVERSE STATION DISK
 OY1262_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1262+WITH SETTING: INFORMATION.
 OY1262_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1262_STAMPING: 64 HLS 1967 4785
 OY1262_MARK LOGO: USGS  
 OY1262_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1262_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1262+STABILITY: SURFACE MOTION
 OY1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1262+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1992
 OY1262
 OY1262  HISTORY     - Date     Condition        Report By
 OY1262  HISTORY     - 1967     MONUMENTED       USGS
 OY1262  HISTORY     - 19920603 GOOD             NGS
 OY1262
 OY1262                          STATION DESCRIPTION
 OY1262
 OY1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1262'8.1 KM (5.05 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 OY1262'IN TERRETON, 143.4 M (470.5 FT) WEST OF THE CENTER OF ROAD 800 EAST,
 OY1262'18.0 M (59.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT)
 OY1262'SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 OY1262'HIGHWAY.  NOTE--THE DISK IS ENCASED IN A 6-INCH PIPE AND IS FLUSH
 OY1262'WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0445 ***********************************************************************
 PZ0445  DESIGNATION -  6410.7
 PZ0445  PID         -  PZ0445
 PZ0445  STATE/COUNTY-  ID/CUSTER
 PZ0445  USGS QUAD   -  CHILLY BUTTES (1967)
 PZ0445
 PZ0445                         *CURRENT SURVEY CONTROL
 PZ0445  ___________________________________________________________________
 PZ0445* NAD 83(1986)-  44 02 41.     (N)    113 55 08.     (W)     SCALED    
 PZ0445* NAVD 88     -      1955.62   (+/-2cm)    6416.1    (feet)  VERTCON   
 PZ0445  ___________________________________________________________________
 PZ0445  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 PZ0445
 PZ0445  VERT ORDER  -  ? (See Below)
 PZ0445
 PZ0445.The horizontal coordinates were scaled from a topographic map and have
 PZ0445.an estimated accuracy of +/- 6 seconds.
 PZ0445
 PZ0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0445.The vertical order pertains to the NGVD 29 superseded value.
 PZ0445
 PZ0445.The geoid height was determined by GEOID03.
 PZ0445
 PZ0445;                    North         East    Units  Estimated Accuracy
 PZ0445;SPC ID C     -   264,170.      506,500.      MT  (+/- 180 meters Scaled)
 PZ0445
 PZ0445                          SUPERSEDED SURVEY CONTROL
 PZ0445
 PZ0445  NGVD 29 (??/??/92) 1954.300  (m)         6411.73   (f) ADJ UNCH    ?  
 PZ0445
 PZ0445.Superseded values are not recommended for survey control.
 PZ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0445.See file dsdata.txt to determine how the superseded data were derived.
 PZ0445
 PZ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP661809(NAD 83)
 PZ0445_MARKER: Q = CHISELED SQUARE
 PZ0445_SETTING: 80 = SET IN A BOULDER
 PZ0445_SP_SET: BOULDER
 PZ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0445+STABILITY: SURFACE MOTION
 PZ0445
 PZ0445  HISTORY     - Date     Condition        Report By
 PZ0445  HISTORY     - UNK      MONUMENTED       USGS
 PZ0445  HISTORY     - 1933     GOOD             NGS
 PZ0445
 PZ0445                          STATION DESCRIPTION
 PZ0445
 PZ0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PZ0445'2.6 MI SW FROM CHILLY.
 PZ0445'2.6 MILES SOUTHWEST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 PZ0445'JUNCTION OF STATE HIGHWAY 27 NEAR CHILLY, CUSTER COUNTY, 0.5 MILE
 PZ0445'SOUTHWEST OF A BRIDGE OVER AN IRRIGATION DITCH, NEAR A Y-JUNCTION OF A
 PZ0445'SIDE ROAD LEADING WEST, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 PZ0445'AND ON THE TOP OF A PARTLY BURIED BOULDER MARKED BY THE PAINTED
 PZ0445'LETTERS US 6410.7 BM.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0446 ***********************************************************************
 QZ0446  DESIGNATION -  6434 RESET
 QZ0446  PID         -  QZ0446
 QZ0446  STATE/COUNTY-  ID/VALLEY
 QZ0446  USGS QUAD   -  VICTOR PEAK (1979)
 QZ0446
 QZ0446                         *CURRENT SURVEY CONTROL
 QZ0446  ___________________________________________________________________
 QZ0446* NAD 83(1986)-  45 11 24.     (N)    115 58 24.     (W)     SCALED    
 QZ0446* NAVD 88     -      1955.53   (meters)    6415.8    (feet)  RESET     
 QZ0446  ___________________________________________________________________
 QZ0446  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 QZ0446
 QZ0446  VERT ORDER  -  THIRD
 QZ0446
 QZ0446.The horizontal coordinates were scaled from a topographic map and have
 QZ0446.an estimated accuracy of +/- 6 seconds.
 QZ0446
 QZ0446.The orthometric height was computed from unverified reset data.
 QZ0446
 QZ0446.The geoid height was determined by GEOID03.
 QZ0446
 QZ0446;                    North         East    Units  Estimated Accuracy
 QZ0446;SPC ID W     -   391,440.      782,450.      MT  (+/- 180 meters Scaled)
 QZ0446
 QZ0446                          SUPERSEDED SURVEY CONTROL
 QZ0446
 QZ0446.No superseded survey control is available for this station.
 QZ0446
 QZ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL806045(NAD 83)
 QZ0446_MARKER: DB = BENCH MARK DISK
 QZ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0446_STAMPING: 6434 RESET 1969
 QZ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0446+STABILITY: SURFACE MOTION
 QZ0446
 QZ0446  HISTORY     - Date     Condition        Report By
 QZ0446  HISTORY     - 1969     MONUMENTED       CGS
 QZ0446
 QZ0446                          STATION DESCRIPTION
 QZ0446
 QZ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 QZ0446'22 MI N FROM MCCALL.
 QZ0446'REACHED FROM THE MCCALL POST OFFICE GO NORTH FOR 1 BLOCK TO STATE
 QZ0446'HIGHWAY 55, AT A T INTERSECTION, TURN LEFT AND GO WEST ON STATE
 QZ0446'HIGHWAY 55 FOR 1.1 MILES TO THE WARREN WAGON ROAD ON THE RIGHT, TURN
 QZ0446'RIGHT AND GO NORTH ON THE WARREN WAGON ROAD FOR 21.9 MILES TO THE
 QZ0446'BENCH MARK ON THE RIGHT, NEAR THE NORTH END OF A DEEP THRU CUT.  IT IS
 QZ0446'6.2 MILES SOUTH OF THE BURGDORF JUNCTION, 0.2 MILE NORTH OF THE SECESH
 QZ0446'SUMMIT, 74 FEET EAST OF THE CENTER OF THE ROAD, 1 FOOT NORTH OF A ROCK
 QZ0446'CAIRN, 1 FOOT SOUTH OF A METAL WITNESS POST AND 5 FEET HIGHER THAN THE
 QZ0446'HIGHWAY SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 QZ0446'INCHES.  NOTE-- THE ROAD IS UNDER CONSTRUCTION AND THE MILEAGE MAY
 QZ0446'CHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0027 ***********************************************************************
 OZ0027  DESIGNATION -  6464.1
 OZ0027  PID         -  OZ0027
 OZ0027  STATE/COUNTY-  ID/BLAINE
 OZ0027  USGS QUAD   -  ROCK ROLL CANYON (1967)
 OZ0027
 OZ0027                         *CURRENT SURVEY CONTROL
 OZ0027  ___________________________________________________________________
 OZ0027* NAD 83(1986)-  43 46 45.     (N)    114 16 13.     (W)     SCALED    
 OZ0027* NAVD 88     -      1972.32   (+/-2cm)    6470.9    (feet)  VERTCON   
 OZ0027  ___________________________________________________________________
 OZ0027  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 OZ0027
 OZ0027  VERT ORDER  -  ? (See Below)
 OZ0027
 OZ0027.The horizontal coordinates were scaled from a topographic map and have
 OZ0027.an estimated accuracy of +/- 6 seconds.
 OZ0027
 OZ0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0027.The vertical order pertains to the NGVD 29 superseded value.
 OZ0027
 OZ0027.The geoid height was determined by GEOID03.
 OZ0027
 OZ0027;                    North         East    Units  Estimated Accuracy
 OZ0027;SPC ID C     -   234,700.      478,240.      MT  (+/- 180 meters Scaled)
 OZ0027
 OZ0027                          SUPERSEDED SURVEY CONTROL
 OZ0027
 OZ0027  NGVD 29 (??/??/92) 1970.968  (m)         6466.42   (f) ADJ UNCH    ?  
 OZ0027
 OZ0027.Superseded values are not recommended for survey control.
 OZ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0027.See file dsdata.txt to determine how the superseded data were derived.
 OZ0027
 OZ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ196509(NAD 83)
 OZ0027_MARKER: DD = SURVEY DISK
 OZ0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0027_SP_SET: TREE
 OZ0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0027
 OZ0027  HISTORY     - Date     Condition        Report By
 OZ0027  HISTORY     - UNK      MONUMENTED       USGS
 OZ0027  HISTORY     - 1933     GOOD             NGS
 OZ0027
 OZ0027                          STATION DESCRIPTION
 OZ0027
 OZ0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0027'8.7 MI NE FROM KETCHUM.
 OZ0027'8.7 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT ROAD FROM KETCHUM,
 OZ0027'BLAINE COUNTY, 0.7 MILE NORTHEAST OF THE CROSSING OF WILSON CREEK, 15
 OZ0027'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND IN THE ROOT OF A
 OZ0027'12-INCH FORMED COTTONWOOD TREE MARKED BY THE PAINTED LETTERS US 6464.1
 OZ0027'BM.  A UNITED STATES GEOLOGICAL SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0198 ***********************************************************************
 PZ0198  DESIGNATION -  6494
 PZ0198  PID         -  PZ0198
 PZ0198  STATE/COUNTY-  ID/LEMHI
 PZ0198  USGS QUAD   -  ITALIAN CANYON (1987)
 PZ0198
 PZ0198                         *CURRENT SURVEY CONTROL
 PZ0198  ___________________________________________________________________
 PZ0198* NAD 83(1986)-  44 15 24.     (N)    112 59 31.     (W)     SCALED    
 PZ0198* NAVD 88     -      1984.615  (meters)    6511.19   (feet)  ADJUSTED  
 PZ0198  ___________________________________________________________________
 PZ0198  GEOID HEIGHT-         -10.58  (meters)                     GEOID03
 PZ0198  DYNAMIC HT  -        1983.402 (meters)    6507.21  (feet)  COMP
 PZ0198  MODELED GRAV-     979,936.6   (mgal)                       NAVD 88
 PZ0198
 PZ0198  VERT ORDER  -  SECOND    CLASS 0
 PZ0198
 PZ0198.The horizontal coordinates were scaled from a topographic map and have
 PZ0198.an estimated accuracy of +/- 6 seconds.
 PZ0198
 PZ0198.The orthometric height was determined by differential leveling
 PZ0198.and adjusted by the National Geodetic Survey in June 1991..
 PZ0198
 PZ0198.The geoid height was determined by GEOID03.
 PZ0198
 PZ0198.The dynamic height is computed by dividing the NAVD 88
 PZ0198.geopotential number by the normal gravity value computed on the
 PZ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0198.degrees latitude (g = 980.6199 gals.).
 PZ0198
 PZ0198.The modeled gravity was interpolated from observed gravity values.
 PZ0198
 PZ0198;                    North         East    Units  Estimated Accuracy
 PZ0198;SPC ID C     -   288,210.      580,500.      MT  (+/- 180 meters Scaled)
 PZ0198
 PZ0198                          SUPERSEDED SURVEY CONTROL
 PZ0198
 PZ0198  NGVD 29 (??/??/92) 1983.232  (m)         6506.65   (f) ADJ UNCH    2 0
 PZ0198
 PZ0198.Superseded values are not recommended for survey control.
 PZ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0198.See file dsdata.txt to determine how the superseded data were derived.
 PZ0198
 PZ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ409023(NAD 83)
 PZ0198_MARKER: Z = SEE DESCRIPTION
 PZ0198_SETTING: 0 = UNSPECIFIED SETTING
 PZ0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0198
 PZ0198  HISTORY     - Date     Condition        Report By
 PZ0198  HISTORY     - UNK      MONUMENTED       USGS
 PZ0198  HISTORY     - 1929     GOOD             USGS
 PZ0198
 PZ0198                          STATION DESCRIPTION
 PZ0198
 PZ0198'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0198'5.1 MI SE FROM NICHOLIA.
 PZ0198'ABOUT 5.1 MILES SOUTHEAST ALONG THE GILMORE-KAUFMAN ROAD FROM NICHOLIA
 PZ0198'(NICHOLS RANCH), LEMHI COUNTY, ABOUT 15.8 MILES SOUTHEAST ALONG THE
 PZ0198'HAHN-DUBOIS ROAD FROM HAHN, ABOUT 500 FEET NORTH OF AN OLD DESERTED
 PZ0198'RANCH HOUSE, ABOUT 100 FEET WEST OF A FENCE POST PAINTED
 PZ0198'U.S.G.S.T.B.M., ABOUT 40 FEET WEST OF THE ROAD, AND 1 FOOT EAST OF A
 PZ0198'3-FOOT MOUND OF ROCK 3 FEET HIGH, AND PAINTED U.S.G.S.T.B.M. 6494. THE
 PZ0198'TOP OF A 1.5-BY 1.5-INCH ANGLE IRON, PAINTED U.S.G.S.T.B.M. 6494 AND
 PZ0198'DRIVEN 1.5 FEET INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0940 ***********************************************************************
 NV0940  DESIGNATION -  65 EMH
 NV0940  PID         -  NV0940
 NV0940  STATE/COUNTY-  ID/OWYHEE
 NV0940  USGS QUAD   -  GRASMERE (1979)
 NV0940
 NV0940                         *CURRENT SURVEY CONTROL
 NV0940  ___________________________________________________________________
 NV0940* NAD 83(1986)-  42 22 57.     (N)    115 53 05.     (W)     SCALED    
 NV0940* NAVD 88     -      1559.445  (meters)    5116.28   (feet)  ADJUSTED  
 NV0940  ___________________________________________________________________
 NV0940  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 NV0940  DYNAMIC HT  -        1558.431 (meters)    5112.95  (feet)  COMP
 NV0940  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 NV0940
 NV0940  VERT ORDER  -  FIRST     CLASS II
 NV0940
 NV0940.The horizontal coordinates were scaled from a topographic map and have
 NV0940.an estimated accuracy of +/- 6 seconds.
 NV0940
 NV0940.The orthometric height was determined by differential leveling
 NV0940.and adjusted by the National Geodetic Survey in June 1991..
 NV0940
 NV0940.The geoid height was determined by GEOID03.
 NV0940
 NV0940.The dynamic height is computed by dividing the NAVD 88
 NV0940.geopotential number by the normal gravity value computed on the
 NV0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0940.degrees latitude (g = 980.6199 gals.).
 NV0940
 NV0940.The modeled gravity was interpolated from observed gravity values.
 NV0940
 NV0940;                    North         East    Units  Estimated Accuracy
 NV0940;SPC ID W     -    79,510.      788,910.      MT  (+/- 180 meters Scaled)
 NV0940
 NV0940                          SUPERSEDED SURVEY CONTROL
 NV0940
 NV0940.No superseded survey control is available for this station.
 NV0940
 NV0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG918928(NAD 83)
 NV0940_MARKER: DB = BENCH MARK DISK
 NV0940_SETTING: 66 = SET IN ROCK OUTCROP
 NV0940_SP_SET: ROCK OUTCROP
 NV0940_STAMPING: EMH 65 5112 1972
 NV0940_MARK LOGO: USGS  
 NV0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0940+STABILITY: POSITION/ELEVATION WELL
 NV0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0940+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1964
 NV0940
 NV0940  HISTORY     - Date     Condition        Report By
 NV0940  HISTORY     - 1972     MONUMENTED       USGS
 NV0940  HISTORY     - 19640617 GOOD             USGS
 NV0940  HISTORY     - 19840601 GOOD             NGS
 NV0940
 NV0940                          STATION DESCRIPTION
 NV0940
 NV0940'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NV0940'FROM GRASMERE, IDAHO, PROCEED 0.4 MILES SOUTH ALONG HIGHWAY 51, ON THE
 NV0940'NORTH BANK OF A LARGE DRAIN, 180 FEET SOUTH OF THE CENTERLINE OF A
 NV0940'DIRT ROAD WEST, 117 FEET WEST AND ABOUT LEVEL WITH THE CENTERLINE OF
 NV0940'STATE HIGHWAY 51, SET IN A ROCK OUTCROP PROJECTING 0.2 FEET.
 NV0940
 NV0940                          STATION RECOVERY (1984)
 NV0940
 NV0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0940'LOCATION--61.4 KM (38.4 MI) SOUTH OF BRUNEAU. 61.4 KM (38.4 MI) SOUTH
 NV0940'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0940'BRUNEAU, 0.5 KM (0.3 MI) NORTH OF THE CAFE AND GAS STATION AT
 NV0940'GRASMERE, IN TOP OF A 2- BY 4-FOOT PORTION OF OUTCROP ON THE NORTH
 NV0940'EDGE OF A WASH, AT THE T JUNCTION OF A ROAD LEADING WEST, 0.2 KM (0.1
 NV0940'MI) SOUTH OF MILEPOST 33, 29.6 M (97.5 FT) WEST OF THE HIGHWAY
 NV0940'CENTERLINE, 60.9 M (200 FT) NORTH OF THE WEST END OF A 18-INCH
 NV0940'CORRUGATED METAL PIPE CULVERT, 51.2 M (168 FT) SOUTH OF THE CENTER OF
 NV0940'THE ROAD LEADING WEST, 28.4 M (93.5 FT) EAST OF A FENCE AND 25.9 M (85
 NV0940'FT) WEST OF THE NORTH END OF A STEEL GUARDRAIL.  2.0 M BELOW THE
 NV0940'HIGHWAY.  0.5 M EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1261 ***********************************************************************
 OY1261  DESIGNATION -  65 HLS
 OY1261  PID         -  OY1261
 OY1261  STATE/COUNTY-  ID/JEFFERSON
 OY1261  USGS QUAD   -  ANTELOPE BUTTE (1969)
 OY1261
 OY1261                         *CURRENT SURVEY CONTROL
 OY1261  ___________________________________________________________________
 OY1261* NAD 83(1986)-  43 50 28.     (N)    112 33 53.     (W)     SCALED    
 OY1261* NAVD 88     -      1459.089  (meters)    4787.03   (feet)  ADJUSTED  
 OY1261  ___________________________________________________________________
 OY1261  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 OY1261  DYNAMIC HT  -        1458.363 (meters)    4784.65  (feet)  COMP
 OY1261  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 OY1261
 OY1261  VERT ORDER  -  FIRST     CLASS II
 OY1261
 OY1261.The horizontal coordinates were scaled from a topographic map and have
 OY1261.an estimated accuracy of +/- 6 seconds.
 OY1261
 OY1261.The orthometric height was determined by differential leveling
 OY1261.and adjusted by the National Geodetic Survey in December 1992..
 OY1261
 OY1261.The geoid height was determined by GEOID03.
 OY1261
 OY1261.The dynamic height is computed by dividing the NAVD 88
 OY1261.geopotential number by the normal gravity value computed on the
 OY1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1261.degrees latitude (g = 980.6199 gals.).
 OY1261
 OY1261.The modeled gravity was interpolated from observed gravity values.
 OY1261
 OY1261;                    North         East    Units  Estimated Accuracy
 OY1261;SPC ID E     -   241,620.      167,990.      MT  (+/- 180 meters Scaled)
 OY1261
 OY1261                          SUPERSEDED SURVEY CONTROL
 OY1261
 OY1261  NGVD 29 (08/20/92) 1458.010  (m)         4783.49   (f) ADJUSTED    1 2
 OY1261
 OY1261.Superseded values are not recommended for survey control.
 OY1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1261.See file dsdata.txt to determine how the superseded data were derived.
 OY1261
 OY1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP742554(NAD 83)
 OY1261_MARKER: DE = TRAVERSE STATION DISK
 OY1261_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1261+WITH SETTING: INFORMATION.
 OY1261_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1261_STAMPING: 65 HLS 1967 4784
 OY1261_MARK LOGO: USGS  
 OY1261_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1261_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1261+STABILITY: SURFACE MOTION
 OY1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1261+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1992
 OY1261
 OY1261  HISTORY     - Date     Condition        Report By
 OY1261  HISTORY     - 1967     MONUMENTED       USGS
 OY1261  HISTORY     - 19920603 GOOD             NGS
 OY1261
 OY1261                          STATION DESCRIPTION
 OY1261
 OY1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1261'10.3 KM (6.40 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1261'OFFICE IN TERRETON, 26.1 M (85.6 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 OY1261'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 OY1261'NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PIPE
 OY1261'AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0241 ***********************************************************************
 PY0241  DESIGNATION -  6506.73
 PY0241  PID         -  PY0241
 PY0241  STATE/COUNTY-  ID/FREMONT
 PY0241  USGS QUAD   -  TARGHEE PEAK (1964)
 PY0241
 PY0241                         *CURRENT SURVEY CONTROL
 PY0241  ___________________________________________________________________
 PY0241* NAD 83(1986)-  44 39 59.     (N)    111 23 23.     (W)     SCALED    
 PY0241* NAVD 88     -      1985.236  (meters)    6513.23   (feet)  POSTED    
 PY0241  ___________________________________________________________________
 PY0241  GEOID HEIGHT-          -8.78  (meters)                     GEOID03
 PY0241  DYNAMIC HT  -        1984.140 (meters)    6509.63  (feet)  COMP
 PY0241  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 PY0241
 PY0241  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0241
 PY0241.The horizontal coordinates were scaled from a topographic map and have
 PY0241.an estimated accuracy of +/- 6 seconds.
 PY0241
 PY0241.The orthometric height was determined by differential leveling
 PY0241.and adjusted by the National Geodetic Survey in 1992..
 PY0241.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0241.rate of 1.1 thru 2.0 mm/km.
 PY0241
 PY0241.The geoid height was determined by GEOID03.
 PY0241
 PY0241.The dynamic height is computed by dividing the NAVD 88
 PY0241.geopotential number by the normal gravity value computed on the
 PY0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0241.degrees latitude (g = 980.6199 gals.).
 PY0241
 PY0241.The modeled gravity was interpolated from observed gravity values.
 PY0241
 PY0241;                    North         East    Units  Estimated Accuracy
 PY0241;SPC ID E     -   333,530.      261,610.      MT  (+/- 180 meters Scaled)
 PY0241
 PY0241                          SUPERSEDED SURVEY CONTROL
 PY0241
 PY0241  NGVD 29 (??/??/92) 1983.793  (m)         6508.49   (f) ADJ UNCH    1 2
 PY0241
 PY0241.Superseded values are not recommended for survey control.
 PY0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0241.See file dsdata.txt to determine how the superseded data were derived.
 PY0241
 PY0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ691459(NAD 83)
 PY0241_MARKER: DD = SURVEY DISK
 PY0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0241_STAMPING: 6506.73 USBPR
 PY0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0241+STABILITY: SURFACE MOTION
 PY0241
 PY0241  HISTORY     - Date     Condition        Report By
 PY0241  HISTORY     - UNK      MONUMENTED       IDDT
 PY0241  HISTORY     - 1964     GOOD             NGS
 PY0241
 PY0241                          STATION DESCRIPTION
 PY0241
 PY0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0241'0.5 MI W FROM HENRYS LAKE.
 PY0241'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE TO
 PY0241'HENRYS LAKE LODGE AT HENRYS LAKE, 75 FEET SOUTH OF THE CENTER LINE OF
 PY0241'THE HIGHWAY, 181 FEET WEST OF THE CENTER OF A WIRE GATE AT THE
 PY0241'ENTRANCE TO A PASTURE, 1/2 FOOT NORTH OF A FENCE, 1.0 FOOT WEST OF A
 PY0241'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 PY0241'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0930 ***********************************************************************
 RY0930  DESIGNATION -  6519 B
 RY0930  PID         -  RY0930
 RY0930  STATE/COUNTY-  ID/IDAHO
 RY0930  USGS QUAD   -  HOLLY CREEK (1994)
 RY0930
 RY0930                         *CURRENT SURVEY CONTROL
 RY0930  ___________________________________________________________________
 RY0930* NAD 83(1992)-  46 27 48.11006(N)    115 11 00.18996(W)     ADJUSTED  
 RY0930* NAVD 88     -      1987.43   (+/-2cm)    6520.4    (feet)  VERTCON   
 RY0930  ___________________________________________________________________
 RY0930  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 RY0930  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 RY0930
 RY0930  HORZ ORDER  -  THIRD
 RY0930  VERT ORDER  -  THIRD ? (See Below)
 RY0930
 RY0930.The horizontal coordinates were established by classical geodetic methods
 RY0930.and adjusted by the National Geodetic Survey in July 1992..
 RY0930
 RY0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0930.The vertical order pertains to the NGVD 29 superseded value.
 RY0930
 RY0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0930
 RY0930.The geoid height was determined by GEOID03.
 RY0930
 RY0930;                    North         East     Units Scale Factor Converg.
 RY0930;SPC ID W     -   533,098.476   843,521.020   MT  0.99995661   +0 24 38.8
 RY0930;UTM  11      - 5,147,135.764   639,484.649   MT  0.99983916   +1 19 01.7
 RY0930
 RY0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0930!SPC ID W     -   0.99969098  x   0.99995661  =   0.99964761
 RY0930!UTM  11      -   0.99969098  x   0.99983916  =   0.99953019
 RY0930
 RY0930:                Primary Azimuth Mark                     Grid Az
 RY0930:SPC ID W     -  EAGLE MOUNTAIN                           159 25 10.9
 RY0930:UTM  11      -  EAGLE MOUNTAIN                           158 30 48.0
 RY0930
 RY0930|---------------------------------------------------------------------|
 RY0930| PID    Reference Object                     Distance      Geod. Az  |
 RY0930|                                                           dddmmss.s |
 RY0930| RY0925 EAGLE MOUNTAIN                      APPROX.14.8 KM 1594949.7 |
 RY0930|---------------------------------------------------------------------|
 RY0930
 RY0930                          SUPERSEDED SURVEY CONTROL
 RY0930
 RY0930  NAD 83(1986)-  46 27 48.11876(N)    115 11 00.18966(W) AD(       ) 3
 RY0930  NAD 27      -  46 27 48.41667(N)    115 10 56.73777(W) AD(       ) 3
 RY0930  NGVD 29 (07/19/86) 1986.26   (m)         6516.6    (f) LEVELING    3  
 RY0930
 RY0930.Superseded values are not recommended for survey control.
 RY0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0930.See file dsdata.txt to determine how the superseded data were derived.
 RY0930
 RY0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM3948547136(NAD 83)
 RY0930_MARKER: DB = BENCH MARK DISK
 RY0930_SETTING: 66 = SET IN ROCK OUTCROP
 RY0930_SP_SET: SET IN ROCK OUTCROP
 RY0930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0930+STABILITY: POSITION/ELEVATION WELL
 RY0930
 RY0930  HISTORY     - Date     Condition        Report By
 RY0930  HISTORY     - 1911     MONUMENTED       USGS
 RY0930
 RY0930                          STATION DESCRIPTION
 RY0930
 RY0930'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 RY0930'LOCATED ABOUT 30 MI. NE. OF LOWELL, 27 MI. NNW. OF MOOSE CREEK
 RY0930'RANGER STATION, 18 MI. S. OF KELLY FORK RANGER STATION, ON THE NE.
 RY0930'SIDE OF A WOODED RIDGE TOP, 20 FT. S. OF RD.
 RY0930'
 RY0930'TO REACH FROM LOCHSA WORK CENTER ON HIGHWAY 12, GO NE. ALONG LOCHSA
 RY0930'RIVER AND HIGHWAY 12 FOR 19.2 MI. TO JUNCTION WITH INDIAN GRAVE RD.,
 RY0930'TURN LEFT (N.) ON INDIAN GRAVE RD. FOR 8.6 MI. TO JUNCTION WITH
 RY0930'LOLO TRAIL RD., TURN LEFT (W.) AND CONTINUE 4.8 MI. TO INDIAN GRAVE
 RY0930'L.O. FORK, CONTINUE ON LOLO TRAIL RD. FOR 5 MI. TO STATION ON LEFT
 RY0930'SIDE OF RD.
 RY0930'
 RY0930'STATION MARK--A USGS BENCH MARK TABLET STAMPED---6519 1911 B 33---
 RY0930'SET IN ROCK IN PLACE, PROJECTING 1.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0243 ***********************************************************************
 PY0243  DESIGNATION -  6523.18
 PY0243  PID         -  PY0243
 PY0243  STATE/COUNTY-  ID/FREMONT
 PY0243  USGS QUAD   -  TARGHEE PEAK (1964)
 PY0243
 PY0243                         *CURRENT SURVEY CONTROL
 PY0243  ___________________________________________________________________
 PY0243* NAD 83(1986)-  44 39 45.     (N)    111 22 40.     (W)     SCALED    
 PY0243* NAVD 88     -      1990.227  (meters)    6529.60   (feet)  POSTED    
 PY0243  ___________________________________________________________________
 PY0243  GEOID HEIGHT-          -8.79  (meters)                     GEOID03
 PY0243  DYNAMIC HT  -        1989.140 (meters)    6526.04  (feet)  COMP
 PY0243  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 PY0243
 PY0243  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0243
 PY0243.The horizontal coordinates were scaled from a topographic map and have
 PY0243.an estimated accuracy of +/- 6 seconds.
 PY0243
 PY0243.The orthometric height was determined by differential leveling
 PY0243.and adjusted by the National Geodetic Survey in 1992..
 PY0243.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0243.rate of 1.1 thru 2.0 mm/km.
 PY0243
 PY0243.The geoid height was determined by GEOID03.
 PY0243
 PY0243.The dynamic height is computed by dividing the NAVD 88
 PY0243.geopotential number by the normal gravity value computed on the
 PY0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0243.degrees latitude (g = 980.6199 gals.).
 PY0243
 PY0243.The modeled gravity was interpolated from observed gravity values.
 PY0243
 PY0243;                    North         East    Units  Estimated Accuracy
 PY0243;SPC ID E     -   333,110.      262,560.      MT  (+/- 180 meters Scaled)
 PY0243
 PY0243                          SUPERSEDED SURVEY CONTROL
 PY0243
 PY0243  NGVD 29 (??/??/92) 1988.790  (m)         6524.89   (f) ADJ UNCH    1 2
 PY0243
 PY0243.Superseded values are not recommended for survey control.
 PY0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0243.See file dsdata.txt to determine how the superseded data were derived.
 PY0243
 PY0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ700455(NAD 83)
 PY0243_MARKER: DD = SURVEY DISK
 PY0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0243_STAMPING: 6523.18 USBPR
 PY0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0243+STABILITY: SURFACE MOTION
 PY0243
 PY0243  HISTORY     - Date     Condition        Report By
 PY0243  HISTORY     - UNK      MONUMENTED       IDDT
 PY0243  HISTORY     - 1964     GOOD             NGS
 PY0243
 PY0243                          STATION DESCRIPTION
 PY0243
 PY0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0243'0.2 MI E FROM HENRYS LAKE.
 PY0243'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE TO
 PY0243'HENRYS LAKE LODGE AT HENRYS LAKE, 71 FEET SOUTH OF THE CENTER LINE OF
 PY0243'THE HIGHWAY, 56 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY ROAD
 PY0243'BED, 78 FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 1.6
 PY0243'FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 PY0243'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0199 ***********************************************************************
 PZ0199  DESIGNATION -  6535
 PZ0199  PID         -  PZ0199
 PZ0199  STATE/COUNTY-  ID/LEMHI
 PZ0199  USGS QUAD   -  BLUE DOME (1969)
 PZ0199
 PZ0199                         *CURRENT SURVEY CONTROL
 PZ0199  ___________________________________________________________________
 PZ0199* NAD 83(1986)-  44 14 34.     (N)    112 59 05.     (W)     SCALED    
 PZ0199* NAVD 88     -      1997.138  (meters)    6552.28   (feet)  ADJUSTED  
 PZ0199  ___________________________________________________________________
 PZ0199  GEOID HEIGHT-         -10.58  (meters)                     GEOID03
 PZ0199  DYNAMIC HT  -        1995.911 (meters)    6548.25  (feet)  COMP
 PZ0199  MODELED GRAV-     979,932.8   (mgal)                       NAVD 88
 PZ0199
 PZ0199  VERT ORDER  -  SECOND    CLASS 0
 PZ0199
 PZ0199.The horizontal coordinates were scaled from a topographic map and have
 PZ0199.an estimated accuracy of +/- 6 seconds.
 PZ0199
 PZ0199.The orthometric height was determined by differential leveling
 PZ0199.and adjusted by the National Geodetic Survey in June 1991..
 PZ0199
 PZ0199.The geoid height was determined by GEOID03.
 PZ0199
 PZ0199.The dynamic height is computed by dividing the NAVD 88
 PZ0199.geopotential number by the normal gravity value computed on the
 PZ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0199.degrees latitude (g = 980.6199 gals.).
 PZ0199
 PZ0199.The modeled gravity was interpolated from observed gravity values.
 PZ0199
 PZ0199;                    North         East    Units  Estimated Accuracy
 PZ0199;SPC ID C     -   286,670.      581,100.      MT  (+/- 180 meters Scaled)
 PZ0199
 PZ0199                          SUPERSEDED SURVEY CONTROL
 PZ0199
 PZ0199  NGVD 29 (??/??/92) 1995.749  (m)         6547.72   (f) ADJ UNCH    2 0
 PZ0199
 PZ0199.Superseded values are not recommended for survey control.
 PZ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0199.See file dsdata.txt to determine how the superseded data were derived.
 PZ0199
 PZ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ415007(NAD 83)
 PZ0199_MARKER: Z = SEE DESCRIPTION
 PZ0199_SETTING: 0 = UNSPECIFIED SETTING
 PZ0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0199
 PZ0199  HISTORY     - Date     Condition        Report By
 PZ0199  HISTORY     - UNK      MONUMENTED       USGS
 PZ0199  HISTORY     - 1929     GOOD             USGS
 PZ0199
 PZ0199                          STATION DESCRIPTION
 PZ0199
 PZ0199'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0199'6.1 MI SE FROM NICHOLIA.
 PZ0199'ABOUT 6.1 MILES SOUTHEAST ALONG THE GILMORE-KAUFMAN ROAD FROM NICHOLIA
 PZ0199'(NICHOLS RANCH), LEMHI COUNTY, ABOUT 16.8 MILES SOUTHEAST ALONG THE
 PZ0199'HAHN-DUBOIS ROAD FROM HAHN, ABOUT 0.5 MILE NORTH OF A KAUFMAN RANGER
 PZ0199'STATION SIGNBOARD, ABOUT 25 FEET WEST OF THE ROAD, AND 1 FOOT EAST OF
 PZ0199'A 3-FOOT MOUND OF ROCK 3 FEET HIGH, AND PAINTED U.S.G.S.T.B.M. 6535.
 PZ0199'THE TOP OF A 1.5- BY 1.5-INCH ANGLE IRON, PAINTED U.S.G.S.T.B.M. 6535
 PZ0199'AND DRIVEN 15 INCHES INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0377 ***********************************************************************
 OZ0377  DESIGNATION -  6551.7
 OZ0377  PID         -  OZ0377
 OZ0377  STATE/COUNTY-  ID/ELMORE
 OZ0377  USGS QUAD   -  ATLANTA EAST (1972)
 OZ0377
 OZ0377                         *CURRENT SURVEY CONTROL
 OZ0377  ___________________________________________________________________
 OZ0377* NAD 83(1986)-  43 51 14.     (N)    115 02 12.     (W)     SCALED    
 OZ0377* NAVD 88     -      1997.979  (meters)    6555.04   (feet)  ADJUSTED  
 OZ0377  ___________________________________________________________________
 OZ0377  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 OZ0377  DYNAMIC HT  -        1996.679 (meters)    6550.77  (feet)  COMP
 OZ0377  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 OZ0377
 OZ0377  VERT ORDER  -  SECOND    CLASS 0
 OZ0377
 OZ0377.The horizontal coordinates were scaled from a topographic map and have
 OZ0377.an estimated accuracy of +/- 6 seconds.
 OZ0377
 OZ0377.The orthometric height was determined by differential leveling
 OZ0377.and adjusted by the National Geodetic Survey in June 1991..
 OZ0377
 OZ0377.The geoid height was determined by GEOID03.
 OZ0377
 OZ0377.The dynamic height is computed by dividing the NAVD 88
 OZ0377.geopotential number by the normal gravity value computed on the
 OZ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0377.degrees latitude (g = 980.6199 gals.).
 OZ0377
 OZ0377.The modeled gravity was interpolated from observed gravity values.
 OZ0377
 OZ0377;                    North         East    Units  Estimated Accuracy
 OZ0377;SPC ID W     -   243,210.      857,350.      MT  (+/- 180 meters Scaled)
 OZ0377
 OZ0377                          SUPERSEDED SURVEY CONTROL
 OZ0377
 OZ0377  NGVD 29 (??/??/92) 1996.645  (m)         6550.66   (f) ADJ UNCH    2 0
 OZ0377
 OZ0377.Superseded values are not recommended for survey control.
 OZ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0377.See file dsdata.txt to determine how the superseded data were derived.
 OZ0377
 OZ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ577575(NAD 83)
 OZ0377_MARKER: Q = CHISELED SQUARE
 OZ0377_SETTING: 80 = SET IN A BOULDER
 OZ0377_SP_SET: BOULDER
 OZ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0377+STABILITY: SURFACE MOTION
 OZ0377
 OZ0377  HISTORY     - Date     Condition        Report By
 OZ0377  HISTORY     - UNK      MONUMENTED       USGS
 OZ0377  HISTORY     - 1950     GOOD             NGS
 OZ0377  HISTORY     - 1951     GOOD             NGS
 OZ0377
 OZ0377                          STATION DESCRIPTION
 OZ0377
 OZ0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0377'7.5 MI NE FROM ATLANTA.
 OZ0377'4.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0377'POST OFFICE AT ATLANTA, THENCE 3.5 MILES NORTHEAST ALONG MATTINGLY
 OZ0377'CREEK TRAIL, 21 FEET EAST OF THE CENTER LINE OF THE TRAIL, 9 FEET WEST
 OZ0377'OF A 30-INCH PINE TREE MARKED BY THE PAINTED LETTERS AND NUMBERS US
 OZ0377'6551.7 B M, 6 FEET LOWER THAN THE TRAIL, AND IN THE TOP OF A 3 -BY - 4
 OZ0377'FOOT BOULDER.
 OZ0377
 OZ0377                          STATION RECOVERY (1951)
 OZ0377
 OZ0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1492 ***********************************************************************
 SV1492  DESIGNATION -  6561 VA
 SV1492  PID         -  SV1492
 SV1492  STATE/COUNTY-  ID/SHOSHONE
 SV1492  USGS QUAD   -  MARBLE MTN (1995)
 SV1492
 SV1492                         *CURRENT SURVEY CONTROL
 SV1492  ___________________________________________________________________
 SV1492* NAD 83(1992)-  47 09 26.48598(N)    116 00 30.00115(W)     ADJUSTED  
 SV1492* NAVD 88     -      2006.0    (meters)    6581.     (feet)  VERTCON   
 SV1492  ___________________________________________________________________
 SV1492  LAPLACE CORR-           8.20  (seconds)                    DEFLEC99
 SV1492  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 SV1492
 SV1492  HORZ ORDER  -  THIRD
 SV1492
 SV1492.The horizontal coordinates were established by classical geodetic methods
 SV1492.and adjusted by the National Geodetic Survey in July 1992..
 SV1492
 SV1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1492
 SV1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1492
 SV1492.The geoid height was determined by GEOID03.
 SV1492
 SV1492;                    North         East     Units Scale Factor Converg.
 SV1492;SPC ID W     -   610,118.959   780,411.247   MT  0.99993805   -0 11 21.9
 SV1492;UTM  11      - 5,223,127.885   575,170.095   MT  0.99966944   +0 43 37.7
 SV1492
 SV1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1492!SPC ID W     -   0.99968820  x   0.99993805  =   0.99962627
 SV1492!UTM  11      -   0.99968820  x   0.99966944  =   0.99935774
 SV1492
 SV1492:                Primary Azimuth Mark                     Grid Az
 SV1492:SPC ID W     -  FISHHOOK                                 118 42 30.1
 SV1492:UTM  11      -  FISHHOOK                                 117 47 30.5
 SV1492
 SV1492|---------------------------------------------------------------------|
 SV1492| PID    Reference Object                     Distance      Geod. Az  |
 SV1492|                                                           dddmmss.s |
 SV1492| SU1018 FISHHOOK                            APPROX. 3.7 KM 1183108.2 |
 SV1492|---------------------------------------------------------------------|
 SV1492
 SV1492                          SUPERSEDED SURVEY CONTROL
 SV1492
 SV1492  NAD 83(1986)-  47 09 26.48920(N)    116 00 29.99440(W) AD(       ) 3
 SV1492  NAD 27      -  47 09 26.79641(N)    116 00 26.42437(W) AD(       ) 3
 SV1492  NGVD 29 (07/19/86) 2004.8    (m)         6577.     (f) VERT ANG       
 SV1492
 SV1492.Superseded values are not recommended for survey control.
 SV1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1492.See file dsdata.txt to determine how the superseded data were derived.
 SV1492
 SV1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN7517023128(NAD 83)
 SV1492_MARKER: DB = BENCH MARK DISK
 SV1492_SETTING: 80 = SET IN A BOULDER
 SV1492_SP_SET: PARTIALLY EXPOSED BOULDER
 SV1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1492+STABILITY: SURFACE MOTION
 SV1492
 SV1492  HISTORY     - Date     Condition        Report By
 SV1492  HISTORY     - 1969     MONUMENTED       USGS
 SV1492
 SV1492                          STATION DESCRIPTION
 SV1492
 SV1492'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 SV1492'LOCATED ABOUT 30 MI SE. OF ST. MARIES, 6 MI S. OF ST. JOE RIVER,
 SV1492'5 MI E. OF MARBLE CREEK.  IN SOUTHWEST CORNER SECTION 18, T44N,
 SV1492'R4E, ON ROCKY TOP ON N.-S. SPUR RIDGE EXTENDING FROM E.-W. RIDGE.
 SV1492'
 SV1492'TO REACH FROM CALDER RANGER STATION 24 MI E. OF ST. MARIES ALONG
 SV1492'ST. JOE RIVER RD., GO 10.1 MI E. ON RIVER RD. TO MARBLE CREEK
 SV1492'RD.  TURN RIGHT 1.8 MI TO Y-RD.  TURN RIGHT 6.6 MI TO Y-RD.  TURN
 SV1492'LEFT ACROSS MARBLE CREEK 0.1 MI TO Y-RD.  TURN RIGHT 3.0 MI TO
 SV1492'Y-RD.  TAKE LEFT FORK 2.5 MI TO Y-RD.  TAKE RIGHT FORK 4.4 MI TO
 SV1492'Y-RD. AT BRIDGE ACROSS HOMESTEAD CREEK.  TAKE LEFT FORK 4.3 MI TO
 SV1492'T-RD.  TAKE LEFT FORK 1.8 MI TO REVERSE-Y RIGHT, CONTINUE
 SV1492'STRAIGHT AHEAD 0.4 MI TO Y-RD.  TAKE LEFT FORK 1.7 MI TO ABOUT
 SV1492'TOWNSHIP-RANGE LINE BETWEEN 3E AND 4E AND END OF TRUCK TRAVEL.
 SV1492'PACK TO TOP OF E.-W. RIDGE THEN N. ABOUT 1500 FT ON SPUR RIDGE TO
 SV1492'TOP AND STATION.
 SV1492'
 SV1492'STATION MARK--ALUMINUM VABM TABLET STAMPED---6561 1910-14---, IN
 SV1492'36X18X14-INCH ROCK PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0440 ***********************************************************************
 PZ0440  DESIGNATION -  6565.2
 PZ0440  PID         -  PZ0440
 PZ0440  STATE/COUNTY-  ID/CUSTER
 PZ0440  USGS QUAD   -  CHILLY BUTTES (1967)
 PZ0440
 PZ0440                         *CURRENT SURVEY CONTROL
 PZ0440  ___________________________________________________________________
 PZ0440* NAD 83(1986)-  44 00 32.     (N)    113 58 54.     (W)     SCALED    
 PZ0440* NAVD 88     -      2002.813  (meters)    6570.90   (feet)  ADJUSTED  
 PZ0440  ___________________________________________________________________
 PZ0440  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 PZ0440  DYNAMIC HT  -        2001.484 (meters)    6566.54  (feet)  COMP
 PZ0440  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 PZ0440
 PZ0440  VERT ORDER  -  FIRST     CLASS II
 PZ0440
 PZ0440.The horizontal coordinates were scaled from a topographic map and have
 PZ0440.an estimated accuracy of +/- 6 seconds.
 PZ0440
 PZ0440.The orthometric height was determined by differential leveling
 PZ0440.and adjusted by the National Geodetic Survey in June 1991..
 PZ0440
 PZ0440.The geoid height was determined by GEOID03.
 PZ0440
 PZ0440.The dynamic height is computed by dividing the NAVD 88
 PZ0440.geopotential number by the normal gravity value computed on the
 PZ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0440.degrees latitude (g = 980.6199 gals.).
 PZ0440
 PZ0440.The modeled gravity was interpolated from observed gravity values.
 PZ0440
 PZ0440;                    North         East    Units  Estimated Accuracy
 PZ0440;SPC ID C     -   260,180.      501,470.      MT  (+/- 180 meters Scaled)
 PZ0440
 PZ0440                          SUPERSEDED SURVEY CONTROL
 PZ0440
 PZ0440  NGVD 29 (??/??/92) 2001.431  (m)         6566.36   (f) ADJ UNCH    1 2
 PZ0440
 PZ0440.Superseded values are not recommended for survey control.
 PZ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0440.See file dsdata.txt to determine how the superseded data were derived.
 PZ0440
 PZ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP609771(NAD 83)
 PZ0440_MARKER: Q = CHISELED SQUARE
 PZ0440_SETTING: 80 = SET IN A BOULDER
 PZ0440_SP_SET: BOULDER
 PZ0440_MARK LOGO: NONE  
 PZ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0440+STABILITY: SURFACE MOTION
 PZ0440
 PZ0440  HISTORY     - Date     Condition        Report By
 PZ0440  HISTORY     - UNK      MONUMENTED       USGS
 PZ0440  HISTORY     - 1955     GOOD             NGS
 PZ0440  HISTORY     - 1983     POOR             NGS
 PZ0440
 PZ0440                          STATION DESCRIPTION
 PZ0440
 PZ0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PZ0440'6.7 MI SW FROM CHILLY.
 PZ0440'6.7 MILES WEST ALONG THE BARTLETT POINT ROAD FROM THE Y-ROAD 0.6 MILE
 PZ0440'SOUTH OF CHILLY POST OFFICE, 2.3 MILES NORTHEAST OF HOWELL BRIDGE, 4
 PZ0440'FEET EAST OF THE GATE AT A LANE LEADING NORTH TO A RANCH HOUSE, AND 30
 PZ0440'FEET NORTH OF THE CENTER LINE OF THE ROAD.  IT IS ON TOP OF A PARTLY
 PZ0440'BURIED BOULDER.
 PZ0440
 PZ0440                          STATION RECOVERY (1983)
 PZ0440
 PZ0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PZ0440'RECOVERED IN POOR CONDITION.  WILL NOT BE LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0929 ***********************************************************************
 RY0929  DESIGNATION -  6576 B
 RY0929  PID         -  RY0929
 RY0929  STATE/COUNTY-  ID/IDAHO
 RY0929  USGS QUAD   -  HOLLY CREEK (1994)
 RY0929
 RY0929                         *CURRENT SURVEY CONTROL
 RY0929  ___________________________________________________________________
 RY0929* NAD 83(1992)-  46 29 14.17393(N)    115 09 10.61221(W)     ADJUSTED  
 RY0929* NAVD 88     -      2004.94   (+/-2cm)    6577.9    (feet)  VERTCON   
 RY0929  ___________________________________________________________________
 RY0929  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 RY0929  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 RY0929
 RY0929  HORZ ORDER  -  THIRD
 RY0929  VERT ORDER  -  THIRD ? (See Below)
 RY0929
 RY0929.The horizontal coordinates were established by classical geodetic methods
 RY0929.and adjusted by the National Geodetic Survey in July 1992..
 RY0929
 RY0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0929.The vertical order pertains to the NGVD 29 superseded value.
 RY0929
 RY0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0929
 RY0929.The geoid height was determined by GEOID03.
 RY0929
 RY0929;                    North         East     Units Scale Factor Converg.
 RY0929;SPC ID W     -   535,772.978   845,838.869   MT  0.99995915   +0 25 58.8
 RY0929;UTM  11      - 5,149,846.293   641,759.631   MT  0.99984702   +1 20 23.1
 RY0929
 RY0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0929!SPC ID W     -   0.99968823  x   0.99995915  =   0.99964740
 RY0929!UTM  11      -   0.99968823  x   0.99984702  =   0.99953530
 RY0929
 RY0929:                Primary Azimuth Mark                     Grid Az
 RY0929:SPC ID W     -  INDIAN GRAVE PEAK                        013 45 18.7
 RY0929:UTM  11      -  INDIAN GRAVE PEAK                        012 50 54.4
 RY0929
 RY0929|---------------------------------------------------------------------|
 RY0929| PID    Reference Object                     Distance      Geod. Az  |
 RY0929|                                                           dddmmss.s |
 RY0929| RY0916 INDIAN GRAVE PEAK                   APPROX. 1.5 KM 0141117.5 |
 RY0929|---------------------------------------------------------------------|
 RY0929
 RY0929                          SUPERSEDED SURVEY CONTROL
 RY0929
 RY0929  NAD 83(1986)-  46 29 14.18272(N)    115 09 10.61180(W) AD(       ) 3
 RY0929  NAD 27      -  46 29 14.48059(N)    115 09 07.16332(W) AD(       ) 3
 RY0929  NGVD 29 (07/19/86) 2003.75   (m)         6574.0    (f) LEVELING    3  
 RY0929
 RY0929.Superseded values are not recommended for survey control.
 RY0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0929.See file dsdata.txt to determine how the superseded data were derived.
 RY0929
 RY0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM4176049846(NAD 83)
 RY0929_MARKER: DB = BENCH MARK DISK
 RY0929_SETTING: 66 = SET IN ROCK OUTCROP
 RY0929_SP_SET: SET IN ROCK OUTCROP
 RY0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0929+STABILITY: POSITION/ELEVATION WELL
 RY0929
 RY0929  HISTORY     - Date     Condition        Report By
 RY0929  HISTORY     - 1911     MONUMENTED       USGS
 RY0929
 RY0929                          STATION DESCRIPTION
 RY0929
 RY0929'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 RY0929'LOCATED ABOUT 32 MI. NE. OF LOWELL, 21 MI. W. OF POWELL RANGER
 RY0929'STATION, 17 MI. SSE. OF KELLY FORK RANGER STATION, ON A TOP ON A
 RY0929'LONG NE.-SW. RIDGE.
 RY0929'
 RY0929'TO REACH FROM LOCHSA WORK CENTER ON HIGHWAY 12, GO NE. ALONG
 RY0929'HIGHWAY 12 AND THE LOCHSA RIVER FOR 19.2 MI. TO JUNCTION WITH INDIAN
 RY0929'GRAVE RD., TURN LEFT (N.) AND CONTINUE 8.6 MI. TO JUNCTION WITH
 RY0929'LOLO MOTORWAY (LOLO TRAIL RD.), TURN LEFT AND CONTINUE W. FOR
 RY0929'4.8 MI. TO INDIAN GRAVE L.O. FORK, TO 0.6 MI. W. ON LOLO MOTORWAY
 RY0929'TO APPARENT HIGH POINT OF RD., PARK TRUCK AND PACK UPHILL (SE.)
 RY0929'ABOUT 0.2 MI. TO SUMMIT OF RIDGE AND STATION MARK.
 RY0929'
 RY0929'STATION MARK--A USGS BENCH MARK TABLET STAMPED---6576 1911 B 34---
 RY0929'SET IN A ROCK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0302 ***********************************************************************
 OZ0302  DESIGNATION -  6596
 OZ0302  PID         -  OZ0302
 OZ0302  STATE/COUNTY-  ID/BLAINE
 OZ0302  USGS QUAD   -  EASLEY HOT SPRINGS (1970)
 OZ0302
 OZ0302                         *CURRENT SURVEY CONTROL
 OZ0302  ___________________________________________________________________
 OZ0302* NAD 83(1986)-  43 46 57.     (N)    114 30 15.     (W)     SCALED    
 OZ0302* NAVD 88     -      2010.38   (+/-2cm)    6595.7    (feet)  VERTCON   
 OZ0302  ___________________________________________________________________
 OZ0302  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 OZ0302
 OZ0302  VERT ORDER  -  ? (See Below)
 OZ0302
 OZ0302.The horizontal coordinates were scaled from a topographic map and have
 OZ0302.an estimated accuracy of +/- 6 seconds.
 OZ0302
 OZ0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0302.The vertical order pertains to the NGVD 29 superseded value.
 OZ0302
 OZ0302.The geoid height was determined by GEOID03.
 OZ0302
 OZ0302;                    North         East    Units  Estimated Accuracy
 OZ0302;SPC ID C     -   235,150.      459,420.      MT  (+/- 180 meters Scaled)
 OZ0302
 OZ0302                          SUPERSEDED SURVEY CONTROL
 OZ0302
 OZ0302  NGVD 29 (??/??/92) 2009.002  (m)         6591.20   (f) ADJ UNCH    ?  
 OZ0302
 OZ0302.Superseded values are not recommended for survey control.
 OZ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0302.See file dsdata.txt to determine how the superseded data were derived.
 OZ0302
 OZ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ008507(NAD 83)
 OZ0302_MARKER: P = PIPE CAP
 OZ0302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OZ0302_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OZ0302_STAMPING: 6596
 OZ0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0302
 OZ0302  HISTORY     - Date     Condition        Report By
 OZ0302  HISTORY     - UNK      MONUMENTED       USGS
 OZ0302  HISTORY     - 1934     GOOD             NGS
 OZ0302
 OZ0302                          STATION DESCRIPTION
 OZ0302
 OZ0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0302'12.3 MI NW FROM KETCHUM.
 OZ0302'12.3 MILES NORTHWEST ALONG NEW U. S. HIGHWAY 93 FROM THE OREGON SHORT
 OZ0302'LINE RAILROAD STATION AT KETCHUM, BLAINE COUNTY, 0.2 MILE NORTHEAST OF
 OZ0302'THE CONVERGENCE OF TWO FENCES AT A ROAD NORTHWEST OF THE HIGHWAY AND
 OZ0302'MARKED CROSSING 3, 336 FEET WEST OF THE CONCRETE BRIDGE OVER BOULDER
 OZ0302'CREEK, AT THE TOP OF A KNOLL, 156 FEET NORTHWEST OF THE CENTERLINE OF
 OZ0302'THE HIGHWAY, 24 FEET NORTHWEST OF AN OLD WAGON ROAD, AND RIVETED ON
 OZ0302'THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- IT WAS REPORTED IN MAY
 OZ0302'1934, THAT THE PIPE HAD BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1259 ***********************************************************************
 OY1259  DESIGNATION -  66 HLS
 OY1259  PID         -  OY1259
 OY1259  STATE/COUNTY-  ID/JEFFERSON
 OY1259  USGS QUAD   -  ANTELOPE BUTTE (1969)
 OY1259
 OY1259                         *CURRENT SURVEY CONTROL
 OY1259  ___________________________________________________________________
 OY1259* NAD 83(1986)-  43 50 28.     (N)    112 35 06.     (W)     SCALED    
 OY1259* NAVD 88     -      1458.304  (meters)    4784.45   (feet)  ADJUSTED  
 OY1259  ___________________________________________________________________
 OY1259  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY1259  DYNAMIC HT  -        1457.582 (meters)    4782.08  (feet)  COMP
 OY1259  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 OY1259
 OY1259  VERT ORDER  -  FIRST     CLASS II
 OY1259
 OY1259.The horizontal coordinates were scaled from a topographic map and have
 OY1259.an estimated accuracy of +/- 6 seconds.
 OY1259
 OY1259.The orthometric height was determined by differential leveling
 OY1259.and adjusted by the National Geodetic Survey in December 1992..
 OY1259
 OY1259.The geoid height was determined by GEOID03.
 OY1259
 OY1259.The dynamic height is computed by dividing the NAVD 88
 OY1259.geopotential number by the normal gravity value computed on the
 OY1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1259.degrees latitude (g = 980.6199 gals.).
 OY1259
 OY1259.The modeled gravity was interpolated from observed gravity values.
 OY1259
 OY1259;                    North         East    Units  Estimated Accuracy
 OY1259;SPC ID E     -   241,630.      166,360.      MT  (+/- 180 meters Scaled)
 OY1259
 OY1259                          SUPERSEDED SURVEY CONTROL
 OY1259
 OY1259  NGVD 29 (08/20/92) 1457.229  (m)         4780.93   (f) ADJUSTED    1 2
 OY1259
 OY1259.Superseded values are not recommended for survey control.
 OY1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1259.See file dsdata.txt to determine how the superseded data were derived.
 OY1259
 OY1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP725554(NAD 83)
 OY1259_MARKER: DE = TRAVERSE STATION DISK
 OY1259_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1259+WITH SETTING: INFORMATION.
 OY1259_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1259_STAMPING: 66 HLS 1967 4781
 OY1259_MARK LOGO: USGS  
 OY1259_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1259_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1259+STABILITY: SURFACE MOTION
 OY1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1259+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1992
 OY1259
 OY1259  HISTORY     - Date     Condition        Report By
 OY1259  HISTORY     - 1967     MONUMENTED       USGS
 OY1259  HISTORY     - 19920603 GOOD             NGS
 OY1259
 OY1259                          STATION DESCRIPTION
 OY1259
 OY1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1259'11.9 KM (7.40 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1259'OFFICE IN TERRETON, 29.0 M (95.1 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 OY1259'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 OY1259'NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH BLACK
 OY1259'PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0538 ***********************************************************************
 QA0538  DESIGNATION -  6608
 QA0538  PID         -  QA0538
 QA0538  STATE/COUNTY-  ID/VALLEY
 QA0538  USGS QUAD   -  GOLD FORK ROCK (1988)
 QA0538
 QA0538                         *CURRENT SURVEY CONTROL
 QA0538  ___________________________________________________________________
 QA0538* NAD 83(1986)-  44 37 30.     (N)    115 47 47.     (W)     SCALED    
 QA0538* NAVD 88     -      2017.062  (meters)    6617.64   (feet)  ADJUSTED  
 QA0538  ___________________________________________________________________
 QA0538  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 QA0538  DYNAMIC HT  -        2015.927 (meters)    6613.92  (feet)  COMP
 QA0538  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 QA0538
 QA0538  VERT ORDER  -  SECOND    CLASS 0
 QA0538
 QA0538.The horizontal coordinates were scaled from a topographic map and have
 QA0538.an estimated accuracy of +/- 6 seconds.
 QA0538
 QA0538.The orthometric height was determined by differential leveling
 QA0538.and adjusted by the National Geodetic Survey in June 1991..
 QA0538
 QA0538.The geoid height was determined by GEOID03.
 QA0538
 QA0538.The dynamic height is computed by dividing the NAVD 88
 QA0538.geopotential number by the normal gravity value computed on the
 QA0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0538.degrees latitude (g = 980.6199 gals.).
 QA0538
 QA0538.The modeled gravity was interpolated from observed gravity values.
 QA0538
 QA0538;                    North         East    Units  Estimated Accuracy
 QA0538;SPC ID W     -   328,640.      796,320.      MT  (+/- 180 meters Scaled)
 QA0538
 QA0538                          SUPERSEDED SURVEY CONTROL
 QA0538
 QA0538  NGVD 29 (??/??/92) 2015.817  (m)         6613.56   (f) ADJ UNCH    2 0
 QA0538
 QA0538.Superseded values are not recommended for survey control.
 QA0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0538.See file dsdata.txt to determine how the superseded data were derived.
 QA0538
 QA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK954419(NAD 83)
 QA0538_MARKER: N = NAIL
 QA0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0538_SP_SET: TREE
 QA0538_STAMPING: U.S.G.S. P.T.B.M. 6608
 QA0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0538
 QA0538  HISTORY     - Date     Condition        Report By
 QA0538  HISTORY     - UNK      MONUMENTED       USGS
 QA0538  HISTORY     - 1935     GOOD             NGS
 QA0538
 QA0538                          STATION DESCRIPTION
 QA0538
 QA0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QA0538'7.5 MI SW FROM KNOX.
 QA0538'7.5 MILES SOUTHWEST ALONG THE CASCADE ROAD FROM THE WARM LAKE ROAD
 QA0538'JUNCTION AT KNOX, VALLEY COUNTY, AT THE TOP OF BIG CREEK SUMMIT, ABOUT
 QA0538'55 FEET FROM THE CENTER LINE OF THE ROAD, 12.7 FEET SOUTH OF BENCH
 QA0538'MARK R 136, DESCRIBED ABOVE, AND IN THE WEST ROOT OF A BLAZED PINE
 QA0538'TREE PAINTED U.S.G.S. P.T.B.M. 6608.  A UNITED STATES GEOLOGICAL
 QA0538'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1105 ***********************************************************************
 TO1105  DESIGNATION -  6621 VA
 TO1105  PID         -  TO1105
 TO1105  STATE/COUNTY-  ID/BOUNDARY
 TO1105  USGS QUAD   -  THE WIGWAMS (1996)
 TO1105
 TO1105                         *CURRENT SURVEY CONTROL
 TO1105  ___________________________________________________________________
 TO1105* NAD 83(1992)-  48 40 12.70715(N)    116 44 57.30326(W)     ADJUSTED  
 TO1105* NAVD 88     -      2014.8    (meters)    6610.     (feet)  VERTCON   
 TO1105  ___________________________________________________________________
 TO1105  LAPLACE CORR-          12.36  (seconds)                    DEFLEC99
 TO1105  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 TO1105
 TO1105  HORZ ORDER  -  THIRD
 TO1105
 TO1105.The horizontal coordinates were established by classical geodetic methods
 TO1105.and adjusted by the National Geodetic Survey in July 1992..
 TO1105
 TO1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1105
 TO1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1105
 TO1105.The geoid height was determined by GEOID03.
 TO1105
 TO1105;                    North         East     Units Scale Factor Converg.
 TO1105;SPC ID W     -   778,767.818   726,406.864   MT  0.99999985   -0 45 01.4
 TO1105;UTM  11      - 5,390,824.472   518,461.201   MT  0.99960419   +0 11 17.9
 TO1105
 TO1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1105!SPC ID W     -   0.99968685  x   0.99999985  =   0.99968670
 TO1105!UTM  11      -   0.99968685  x   0.99960419  =   0.99929117
 TO1105
 TO1105:                Primary Azimuth Mark                     Grid Az
 TO1105:SPC ID W     -  7607 VA                                  109 41 24.9
 TO1105:UTM  11      -  7607 VA                                  108 45 05.6
 TO1105
 TO1105|---------------------------------------------------------------------|
 TO1105| PID    Reference Object                     Distance      Geod. Az  |
 TO1105|                                                           dddmmss.s |
 TO1105| TO1104 7607 VA                             APPROX. 6.6 KM 1085623.5 |
 TO1105|---------------------------------------------------------------------|
 TO1105
 TO1105                          SUPERSEDED SURVEY CONTROL
 TO1105
 TO1105  NAD 83(1986)-  48 40 12.71287(N)    116 44 57.30310(W) AD(       ) 3
 TO1105  NAD 27      -  48 40 12.93327(N)    116 44 53.52866(W) AD(       ) 3
 TO1105  NGVD 29 (07/19/86) 2013.5    (m)         6606.     (f) VERT ANG       
 TO1105
 TO1105.Superseded values are not recommended for survey control.
 TO1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1105.See file dsdata.txt to determine how the superseded data were derived.
 TO1105
 TO1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP1846190824(NAD 83)
 TO1105_MARKER: DB = BENCH MARK DISK
 TO1105_SETTING: 66 = SET IN ROCK OUTCROP
 TO1105_SP_SET: SET IN ROCK OUTCROP
 TO1105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO1105+STABILITY: POSITION/ELEVATION WELL
 TO1105
 TO1105  HISTORY     - Date     Condition        Report By
 TO1105  HISTORY     - 1967     MONUMENTED       USGS
 TO1105
 TO1105                          STATION DESCRIPTION
 TO1105
 TO1105'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO1105'LOCATED ABOUT 20 MI. (AIRLINE) W. OF BONNERS FERRY, ABOUT 17.8 MI.
 TO1105'NNE. OF COOLIN, ON A HIGH, BARE, ROCKY TOP KNOWN LOCALLY AS GOBLIN
 TO1105'KNOB.
 TO1105'
 TO1105'REACHED BY HELICOPTER.
 TO1105'
 TO1105'TO REACH FROM COOLIN, TRAVEL N. ON E. SIDE OF PRIEST LAKE TO LION
 TO1105'CREEK, TURN UP LION CREEK TO E. AND CONTINUE TO OLD ABANDONED PACK
 TO1105'TRAIL UP TO GOBLIN KNOB AND STATION.  A 4-HOUR PACK.
 TO1105'
 TO1105'STATION MARK--AN OLD VA BENCH MARK TABLET STAMPED---VA BM 6621
 TO1105'1911--- CEMENTED IN A LARGE, UNSTABLE, GRANITE ROCK.  (UNSTABLE TO
 TO1105'OCCUPY)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0250 ***********************************************************************
 PY0250  DESIGNATION -  6621.03
 PY0250  PID         -  PY0250
 PY0250  STATE/COUNTY-  ID/FREMONT
 PY0250  USGS QUAD   -  TARGHEE PASS (1964)
 PY0250
 PY0250                         *CURRENT SURVEY CONTROL
 PY0250  ___________________________________________________________________
 PY0250* NAD 83(1986)-  44 38 03.     (N)    111 19 40.     (W)     SCALED    
 PY0250* NAVD 88     -      2020.057  (meters)    6627.47   (feet)  ADJUSTED  
 PY0250  ___________________________________________________________________
 PY0250  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PY0250  DYNAMIC HT  -        2018.939 (meters)    6623.80  (feet)  COMP
 PY0250  MODELED GRAV-     979,991.8   (mgal)                       NAVD 88
 PY0250
 PY0250  VERT ORDER  -  FIRST     CLASS II
 PY0250
 PY0250.The horizontal coordinates were scaled from a topographic map and have
 PY0250.an estimated accuracy of +/- 6 seconds.
 PY0250
 PY0250.The orthometric height was determined by differential leveling
 PY0250.and adjusted by the National Geodetic Survey in June 1991..
 PY0250
 PY0250.The geoid height was determined by GEOID03.
 PY0250
 PY0250.The dynamic height is computed by dividing the NAVD 88
 PY0250.geopotential number by the normal gravity value computed on the
 PY0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0250.degrees latitude (g = 980.6199 gals.).
 PY0250
 PY0250.The modeled gravity was interpolated from observed gravity values.
 PY0250
 PY0250;                    North         East    Units  Estimated Accuracy
 PY0250;SPC ID E     -   330,000.      266,560.      MT  (+/- 180 meters Scaled)
 PY0250
 PY0250                          SUPERSEDED SURVEY CONTROL
 PY0250
 PY0250  NGVD 29 (08/20/92) 2018.838  (m)         6623.47   (f) ADJUSTED    1 2
 PY0250
 PY0250.Superseded values are not recommended for survey control.
 PY0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0250.See file dsdata.txt to determine how the superseded data were derived.
 PY0250
 PY0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ740423(NAD 83)
 PY0250_MARKER: DD = SURVEY DISK
 PY0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0250_STAMPING: USBPR 6621.03
 PY0250_MARK LOGO: IDDH  
 PY0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0250+STABILITY: SURFACE MOTION
 PY0250
 PY0250  HISTORY     - Date     Condition        Report By
 PY0250  HISTORY     - UNK      MONUMENTED       IDDH
 PY0250  HISTORY     - 1964     GOOD             NGS
 PY0250  HISTORY     - 1983     GOOD             NGS
 PY0250
 PY0250                          STATION DESCRIPTION
 PY0250
 PY0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0250'3.75 MI SE FROM HENRYS LAKE.
 PY0250'ABOUT 3.75 MILES SOUTHEAST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE
 PY0250'TO HENRYS LAKE LODGE AT HENRYS LAKE, 114 FEET WEST OF THE CENTER OF
 PY0250'THE JUNCTION OF U.S. HIGHWAYS 191 AND 20, 200 FEET SOUTHWEST AND
 PY0250'ACROSS THE HIGHWAY FROM 478.20 (U.S.G.S.), 62 FEET NORTHWEST OF THE
 PY0250'CENTER LINE OF U.S. HIGHWAYS 191 AND 20, 25 FEET SOUTHWEST OF A POWER
 PY0250'POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PY0250'OF A CONCRETE POST PROJECTING 4 INCHES.
 PY0250
 PY0250                          STATION RECOVERY (1983)
 PY0250
 PY0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0250'RECOVERED IN GOOD CONDITION.  THE 1964 DESCRIPTION IS ADEQUATE WITH
 PY0250'THE FOLLOWING EXCEPTION, ADD 0.3 METER (1.0 FT) SOUTH OF A WITNESS
 PY0250'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0026 ***********************************************************************
 QA0026  DESIGNATION -  6627.522
 QA0026  PID         -  QA0026
 QA0026  STATE/COUNTY-  ID/CUSTER
 QA0026  USGS QUAD   -  PATS CREEK (1989)
 QA0026
 QA0026                         *CURRENT SURVEY CONTROL
 QA0026  ___________________________________________________________________
 QA0026* NAD 83(1986)-  44 30 10.     (N)    114 20 53.     (W)     SCALED    
 QA0026* NAVD 88     -      2021.497  (meters)    6632.19   (feet)  ADJUSTED  
 QA0026  ___________________________________________________________________
 QA0026  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 QA0026  DYNAMIC HT  -        2020.328 (meters)    6628.36  (feet)  COMP
 QA0026  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 QA0026
 QA0026  VERT ORDER  -  SECOND    CLASS 0
 QA0026
 QA0026.The horizontal coordinates were scaled from a topographic map and have
 QA0026.an estimated accuracy of +/- 6 seconds.
 QA0026
 QA0026.The orthometric height was determined by differential leveling
 QA0026.and adjusted by the National Geodetic Survey in June 1991..
 QA0026
 QA0026.The geoid height was determined by GEOID03.
 QA0026
 QA0026.The dynamic height is computed by dividing the NAVD 88
 QA0026.geopotential number by the normal gravity value computed on the
 QA0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0026.degrees latitude (g = 980.6199 gals.).
 QA0026
 QA0026.The modeled gravity was interpolated from observed gravity values.
 QA0026
 QA0026;                    North         East    Units  Estimated Accuracy
 QA0026;SPC ID C     -   315,120.      472,320.      MT  (+/- 180 meters Scaled)
 QA0026
 QA0026                          SUPERSEDED SURVEY CONTROL
 QA0026
 QA0026  NGVD 29 (??/??/92) 2020.195  (m)         6627.92   (f) ADJ UNCH    2 0
 QA0026
 QA0026.Superseded values are not recommended for survey control.
 QA0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0026.See file dsdata.txt to determine how the superseded data were derived.
 QA0026
 QA0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK108311(NAD 83)
 QA0026_MARKER: Z = SEE DESCRIPTION
 QA0026_SETTING: 80 = SET IN A BOULDER
 QA0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0026+STABILITY: SURFACE MOTION
 QA0026
 QA0026  HISTORY     - Date     Condition        Report By
 QA0026  HISTORY     - UNK      MONUMENTED       USGS
 QA0026  HISTORY     - 1960     GOOD             NGS
 QA0026
 QA0026                          STATION DESCRIPTION
 QA0026
 QA0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0026'7.5 MI W FROM CHALLIS.
 QA0026'7.5 MILES WEST ALONG MAINSTREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0026'AT CHALLIS, AT THE CROSSING OF BIG HILL CREEK, 27 FEET SOUTHWEST OF
 QA0026'THE CENTER LINE OF THE ROAD, 13 FEET SOUTHEAST OF A FOREST SERVICE
 QA0026'SIGN BIG HILL CREEK, AN OUTLINED SQUARE ON THE TOP OF A 1 X 2-FOOT
 QA0026'BOULDER WHICH PROJECTS 1/2 FOOT, ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0038 ***********************************************************************
 QA0038  DESIGNATION -  6629
 QA0038  PID         -  QA0038
 QA0038  STATE/COUNTY-  ID/CUSTER
 QA0038  USGS QUAD   -  ANTELOPE FLAT (1963)
 QA0038
 QA0038                         *CURRENT SURVEY CONTROL
 QA0038  ___________________________________________________________________
 QA0038* NAD 83(1986)-  44 15 16.     (N)    114 00 46.     (W)     SCALED    
 QA0038* NAVD 88     -      2021.708  (meters)    6632.89   (feet)  ADJUSTED  
 QA0038  ___________________________________________________________________
 QA0038  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 QA0038  DYNAMIC HT  -        2020.477 (meters)    6628.85  (feet)  COMP
 QA0038  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 QA0038
 QA0038  VERT ORDER  -  FIRST     CLASS II
 QA0038
 QA0038.The horizontal coordinates were scaled from a topographic map and have
 QA0038.an estimated accuracy of +/- 6 seconds.
 QA0038
 QA0038.The orthometric height was determined by differential leveling
 QA0038.and adjusted by the National Geodetic Survey in June 1991..
 QA0038
 QA0038.The geoid height was determined by GEOID03.
 QA0038
 QA0038.The dynamic height is computed by dividing the NAVD 88
 QA0038.geopotential number by the normal gravity value computed on the
 QA0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0038.degrees latitude (g = 980.6199 gals.).
 QA0038
 QA0038.The modeled gravity was interpolated from observed gravity values.
 QA0038
 QA0038;                    North         East    Units  Estimated Accuracy
 QA0038;SPC ID C     -   287,470.      498,980.      MT  (+/- 180 meters Scaled)
 QA0038
 QA0038                          SUPERSEDED SURVEY CONTROL
 QA0038
 QA0038  NGVD 29 (??/??/92) 2020.386  (m)         6628.55   (f) ADJ UNCH    1 2
 QA0038
 QA0038.Superseded values are not recommended for survey control.
 QA0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0038.See file dsdata.txt to determine how the superseded data were derived.
 QA0038
 QA0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK384044(NAD 83)
 QA0038_MARKER: P = PIPE CAP
 QA0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QA0038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QA0038_STAMPING: 6629 1912 42
 QA0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QA0038+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 QA0038
 QA0038  HISTORY     - Date     Condition        Report By
 QA0038  HISTORY     - 1912     MONUMENTED       USGS
 QA0038  HISTORY     - 1934     GOOD             NGS
 QA0038  HISTORY     - 1985     MARK NOT FOUND   NGS
 QA0038  HISTORY     - 20050518 GOOD             IDTD
 QA0038
 QA0038                          STATION DESCRIPTION
 QA0038
 QA0038'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 QA0038'14.8 MI NW FROM CHILLY.
 QA0038'14.8 MILES NORTHWEST ALONG STATE HIGHWAY 27 (NOW U.S. HIGHWAY 93 ALT.)
 QA0038'FROM THE SCHOOL AT CHILLY, CUSTER COUNTY, 2.6 MILES NORTHWEST OF
 QA0038'WILLOW CREEK SUMMIT, 1/4 MILE EAST OF THE HIGHWAY, 400 FEET SOUTH OF
 QA0038'AN EAST-AND-WEST WAGON ROAD, AND 100 FEET WEST OF A ROW OF POLES. A
 QA0038'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6629 1912 42 AND
 QA0038'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1.5 FEET ABOVE
 QA0038'GROUND.
 QA0038
 QA0038                          STATION RECOVERY (1934)
 QA0038
 QA0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QA0038'RECOVERED IN GOOD CONDITION.
 QA0038
 QA0038                          STATION RECOVERY (1985)
 QA0038
 QA0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QA0038'NOT RECOVERED.
 QA0038
 QA0038                          STATION RECOVERY (2005)
 QA0038
 QA0038'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (GDJ)
 QA0038'THE MARK IS RIGHT (NORTHEAST) OF US-93 MILEPOST 141.238, ABOUT 300
 QA0038'FEET NORTHEAST OF THE HIGHWAY CENTERLINE AND ABOUT 100 FEET NORTHEAST
 QA0038'OF THE HIGHWAY RIGHT OF WAY FENCE.  THE PUBLISHED SCALED COORDINATES
 QA0038'ARE IN GROSS ERROR.  HAND-HELD GPS FIELD OBSERVATIONS INDICATE A NAD
 QA0038'83 POSITION OF  N. 44-15-23, W. 114-00-40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0407 ***********************************************************************
 PZ0407  DESIGNATION -  6640
 PZ0407  PID         -  PZ0407
 PZ0407  STATE/COUNTY-  ID/LEMHI
 PZ0407  USGS QUAD   -  NICHOLIA (1987)
 PZ0407
 PZ0407                         *CURRENT SURVEY CONTROL
 PZ0407  ___________________________________________________________________
 PZ0407* NAD 83(1986)-  44 17 03.     (N)    113 00 13.     (W)     SCALED    
 PZ0407* NAVD 88     -      2029.098  (meters)    6657.13   (feet)  ADJUSTED  
 PZ0407  ___________________________________________________________________
 PZ0407  GEOID HEIGHT-         -10.58  (meters)                     GEOID03
 PZ0407  DYNAMIC HT  -        2027.865 (meters)    6653.09  (feet)  COMP
 PZ0407  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 PZ0407
 PZ0407  VERT ORDER  -  SECOND    CLASS 0
 PZ0407
 PZ0407.The horizontal coordinates were scaled from a topographic map and have
 PZ0407.an estimated accuracy of +/- 6 seconds.
 PZ0407
 PZ0407.The orthometric height was determined by differential leveling
 PZ0407.and adjusted by the National Geodetic Survey in June 1991..
 PZ0407
 PZ0407.The geoid height was determined by GEOID03.
 PZ0407
 PZ0407.The dynamic height is computed by dividing the NAVD 88
 PZ0407.geopotential number by the normal gravity value computed on the
 PZ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0407.degrees latitude (g = 980.6199 gals.).
 PZ0407
 PZ0407.The modeled gravity was interpolated from observed gravity values.
 PZ0407
 PZ0407;                    North         East    Units  Estimated Accuracy
 PZ0407;SPC ID C     -   291,250.      579,530.      MT  (+/- 180 meters Scaled)
 PZ0407
 PZ0407                          SUPERSEDED SURVEY CONTROL
 PZ0407
 PZ0407  NGVD 29 (??/??/92) 2027.720  (m)         6652.61   (f) ADJ UNCH    2 0
 PZ0407
 PZ0407.Superseded values are not recommended for survey control.
 PZ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0407.See file dsdata.txt to determine how the superseded data were derived.
 PZ0407
 PZ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ401053(NAD 83)
 PZ0407_MARKER: Z = SEE DESCRIPTION
 PZ0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0407_SP_SET: STRAP IRON
 PZ0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0407
 PZ0407  HISTORY     - Date     Condition        Report By
 PZ0407  HISTORY     - UNK      MONUMENTED       USGS
 PZ0407  HISTORY     - 1929     GOOD             USGS
 PZ0407
 PZ0407                          STATION DESCRIPTION
 PZ0407
 PZ0407'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0407'3.1 MI SE FROM NICHOLIA.
 PZ0407'ABOUT 3.1 MILES SOUTHEAST ALONG THE GILMORE-KAUFMAN ROAD FROM NICHOLIA
 PZ0407'(NICHOLS RANCH), LEMHI COUNTY, ABOUT 13.8 MILES SOUTHEAST ALONG THE
 PZ0407'HAHN-DUBOIS ROAD FROM HAHN, ABOUT 400 FEET SOUTH OF THE FORK OF A ROAD
 PZ0407'LEADING TO THE COAL KILN RANGER STATION, 15 FEET WEST OF THE ROAD, AND
 PZ0407'1 FOOT EAST OF A 3-FOOT MOUND OF STONE 3 FEET HIGH. THE TOP OF A 1/2-
 PZ0407'BY 2.5-INCH STRAP IRON, MARKED U.S.G.S.T.B.M. 6640 AND DRIVEN 2 FEET
 PZ0407'INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0575 ***********************************************************************
 NT0575  DESIGNATION -  6661=TREASURETON
 NT0575  PID         -  NT0575
 NT0575  STATE/COUNTY-  ID/FRANKLIN
 NT0575  USGS QUAD   -  TREASURETON (1982)
 NT0575
 NT0575                         *CURRENT SURVEY CONTROL
 NT0575  ___________________________________________________________________
 NT0575* NAD 83(1994)-  42 18 15.46234(N)    111 51 47.49586(W)     ADJUSTED  
 NT0575* NAVD 88     -      2035.7    (meters)    6679.     (feet)  VERTCON   
 NT0575  ___________________________________________________________________
 NT0575  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 NT0575  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 NT0575
 NT0575  HORZ ORDER  -  SECOND
 NT0575
 NT0575.The horizontal coordinates were established by classical geodetic methods
 NT0575.and adjusted by the National Geodetic Survey in November 1997..
 NT0575
 NT0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0575
 NT0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0575
 NT0575.The geoid height was determined by GEOID03.
 NT0575
 NT0575;                    North         East     Units Scale Factor Converg.
 NT0575;SPC ID E     -    70,864.178   225,021.550   MT  0.99995507   +0 12 15.3
 NT0575;UTM  12      - 4,683,923.391   428,853.725   MT  0.99966228   -0 34 51.6
 NT0575
 NT0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0575!SPC ID E     -   0.99968295  x   0.99995507  =   0.99963803
 NT0575!UTM  12      -   0.99968295  x   0.99966228  =   0.99934534
 NT0575
 NT0575|---------------------------------------------------------------------|
 NT0575| PID    Reference Object                     Distance      Geod. Az  |
 NT0575|                                                           dddmmss.s |
 NT0575| NT0574 TREASURETON CAIRN                     2.380 METERS 06648     |
 NT0575| CM6636 TREASURETON RM 1                     13.804 METERS 15117     |
 NT0575| NT0566 PRESTON RADIO STA KPST MAST         APPROX.20.0 KM 1760413.8 |
 NT0575| CM6637 TREASURETON RM 2                     10.740 METERS 24451     |
 NT0575| CM6635 TREASURETON AZ MK                                  2522014.6 |
 NT0575|---------------------------------------------------------------------|
 NT0575
 NT0575                          SUPERSEDED SURVEY CONTROL
 NT0575
 NT0575  NAD 83(1992)-  42 18 15.46153(N)    111 51 47.49819(W) AD(       ) 2
 NT0575  NAD 83(1986)-  42 18 15.45920(N)    111 51 47.48037(W) AD(       ) 2
 NT0575  NAD 27      -  42 18 15.74170(N)    111 51 44.64560(W) AD(       ) 2
 NT0575  NGVD 29 (07/19/86) 2034.6    (m)         6675.     (f) VERT ANG       
 NT0575
 NT0575.Superseded values are not recommended for survey control.
 NT0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0575.See file dsdata.txt to determine how the superseded data were derived.
 NT0575
 NT0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2885483923(NAD 83)
 NT0575_MARKER: DB = BENCH MARK DISK
 NT0575_SETTING: 66 = SET IN ROCK OUTCROP
 NT0575
 NT0575  HISTORY     - Date     Condition        Report By
 NT0575  HISTORY     - 1963     MONUMENTED       USGS
 NT0575  HISTORY     - 1969     GOOD             USGS
 NT0575
 NT0575                          STATION DESCRIPTION
 NT0575
 NT0575'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (JCC)
 NT0575'THE STATION IS ABOUT 14 MILES NORTH OF PRESTON, 1-1/2 MILES
 NT0575'EAST OF THE BANNOCK-FRANKLIN COUNTY LINE, NEAR THE EAST
 NT0575'END OF AN EAST-WEST RIDGE THAT IS ABOUT 1/2 MILE EAST-SOUTHEAST
 NT0575'OF THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 NT0575'
 NT0575'TO REACH THE STATION FROM THE POST OFFICE IN PRESTON, GO WEST
 NT0575'FOR 1 BLOCK TO A TRAFFIC LIGHT.  TURN RIGHT AND GO NORTH
 NT0575'ON U.S. HIGHWAY 91 AND STATE HIGHWAY 34 FOR 0.8 MILE TO THEIR
 NT0575'JUNCTION.  TURN RIGHT AND GO EAST AND NORTH ON HIGHWAY 34 FOR
 NT0575'5.5 MILES TO STATE HIGHWAY 36.  CONTINUE NORTH ON STATE HIGHWAY
 NT0575'34 FOR 6.3 MILES TO A FORK AT A FARM HOUSE ON THE LEFT.  TAKE
 NT0575'THE LEFT FORK AND GO WESTERLY ON A PAVED ROAD FOR 0.8 MILE
 NT0575'TO A FORK AT A CHURCH ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 NT0575'ON THE PAVED ROAD FOR 0.95 MILE TO THE END OF THE PAVEMENT.
 NT0575'CONTINUE NORTHERLY ON A GRAVELED ROAD FOR 0.45 MILE TO A
 NT0575'SIDE ROAD ON THE LEFT.  TURN SHARP LEFT AND GO SOUTH AND
 NT0575'WEST ON A TRACK ROAD FOR 0.35 MILE TO A GATE.  PASS
 NT0575'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD FOR 0.2
 NT0575'MILE TO A DIM FORK AT THE EDGE OF A WHEAT FIELD.  TAKE THE
 NT0575'RIGHT FORK AND GO ABOUT 100 FEET TO ANOTHER FORK.  TAKE THE
 NT0575'LEFT FORK AND GO NORTHWESTERLY FOR 0.45 MILE TO AN IRRIGATION
 NT0575'DITCH.  CROSS THE DITCH AND CONTINUE NORTHERLY FOR 0.65
 NT0575'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 NT0575'NORTHERLY FOR 0.5 MILE TO A GATE.  PASS THROUGH THE
 NT0575'GATE AND GO WEST AND NORTH FOR 0.35 MILE TO A POND.  BEAR
 NT0575'LEFT AROUND THE POND AND CONTINUE NORTHERLY FOR 0.25
 NT0575'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NT0575'NORTHERLY FOR 0.1 MILE TO A FORK JUST AFTER PASSING THROUGH
 NT0575'A SMALL GROVE OF TREES.  TAKE THE RIGHT FORK AND GO ABOUT
 NT0575'100 YARDS TO THE END OF TRUCK TRAVEL AT A NORTH-SOUTH FENCE.
 NT0575'CROSS THE FENCE AND PACK EASTERLY FOR ABOUT 30 MINUTES TO
 NT0575'THE HIGHEST POINT AND THE STATION
 NT0575'
 NT0575'THE STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY BENCH
 NT0575'MARK DISK, STAMPED 6661, CEMENTED IN A DRILL HOLE IN A 3 BY
 NT0575'5 FOOT ROCK OUTCROP PROJECTING 8 INCHES.  IT IS 7.8 FEET
 NT0575'SOUTHWEST OF A CAIRN.
 NT0575'
 NT0575'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TREASURETON USGS
 NT0575'NO 1 1963, CEMENTED IN A DRILL HOLE IN AN 8 BY 10 INCH ROCK
 NT0575'OUTCROP PROJECTING 1 FOOT.  IT IS 46.2 FEET SOUTH OF THE CAIRN
 NT0575'AND ABOUT 6 FEET LOWER THAN THE STATION.
 NT0575'
 NT0575'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TREASURETON
 NT0575'USGS NO 2 1963, CEMENTED IN A DRILL HOLE IN A 6 BY 10 FOOT
 NT0575'ROCK OUTCROP THAT PROJECTS ABOUT 3 FEET.  IT IS 43.7 FEET
 NT0575'SOUTHWEST OF THE CAIRN AND ABOUT 4 FEET LOWER THAN THE STATION.
 NT0575'
 NT0575'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED TREASURETON USGS 1963,
 NT0575'CEMENTED IN A HOLE IN A 2 BY 4 FOOT ROCK OUTCROP THAT PROJECTS
 NT0575'2 FEET.  IT IS NEAR THE NORTH END AND ABOUT 40 FEET NORTH OF
 NT0575'THE HIGHEST POINT OF A SMALL KNOLL AND 4.1 FEET SOUTHEAST
 NT0575'OF A WITNESS POST.
 NT0575'
 NT0575'CAIRN IS ABOUT 3 FEET IN DIAMETER AT THE TOP, 5 FEET IN
 NT0575'DIAMETER AT THE BASE AND ABOUT 5 FEET HIGH.  A TRAVERSE
 NT0575'CONNECTION WAS MADE TO STATION MARK.
 NT0575
 NT0575                          STATION RECOVERY (1969)
 NT0575
 NT0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0575'STATION MARK--A UNITED STATES GEOLOGICAL SURVEY BENCH MARK DISK,
 NT0575'STAMPED---6661---, CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT ROCK
 NT0575'OUTCROP PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0400 ***********************************************************************
 PZ0400  DESIGNATION -  6671
 PZ0400  PID         -  PZ0400
 PZ0400  STATE/COUNTY-  ID/LEMHI
 PZ0400  USGS QUAD   -  NICHOLIA (1987)
 PZ0400
 PZ0400                         *CURRENT SURVEY CONTROL
 PZ0400  ___________________________________________________________________
 PZ0400* NAD 83(1986)-  44 20 16.     (N)    113 04 10.     (W)     SCALED    
 PZ0400* NAVD 88     -      2038.651  (meters)    6688.47   (feet)  ADJUSTED  
 PZ0400  ___________________________________________________________________
 PZ0400  GEOID HEIGHT-         -10.69  (meters)                     GEOID03
 PZ0400  DYNAMIC HT  -        2037.402 (meters)    6684.38  (feet)  COMP
 PZ0400  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 PZ0400
 PZ0400  VERT ORDER  -  SECOND    CLASS 0
 PZ0400
 PZ0400.The horizontal coordinates were scaled from a topographic map and have
 PZ0400.an estimated accuracy of +/- 6 seconds.
 PZ0400
 PZ0400.The orthometric height was determined by differential leveling
 PZ0400.and adjusted by the National Geodetic Survey in June 1991..
 PZ0400
 PZ0400.The geoid height was determined by GEOID03.
 PZ0400
 PZ0400.The dynamic height is computed by dividing the NAVD 88
 PZ0400.geopotential number by the normal gravity value computed on the
 PZ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0400.degrees latitude (g = 980.6199 gals.).
 PZ0400
 PZ0400.The modeled gravity was interpolated from observed gravity values.
 PZ0400
 PZ0400;                    North         East    Units  Estimated Accuracy
 PZ0400;SPC ID C     -   297,150.      574,210.      MT  (+/- 180 meters Scaled)
 PZ0400
 PZ0400                          SUPERSEDED SURVEY CONTROL
 PZ0400
 PZ0400  NGVD 29 (??/??/92) 2037.253  (m)         6683.89   (f) ADJ UNCH    2 0
 PZ0400
 PZ0400.Superseded values are not recommended for survey control.
 PZ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0400.See file dsdata.txt to determine how the superseded data were derived.
 PZ0400
 PZ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ350114(NAD 83)
 PZ0400_MARKER: Z = SEE DESCRIPTION
 PZ0400_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0400_SP_SET: STONE
 PZ0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0400+STABILITY: POSITION/ELEVATION WELL
 PZ0400
 PZ0400  HISTORY     - Date     Condition        Report By
 PZ0400  HISTORY     - UNK      MONUMENTED       USGS
 PZ0400  HISTORY     - 1929     GOOD             USGS
 PZ0400
 PZ0400                          STATION DESCRIPTION
 PZ0400
 PZ0400'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0400'2.7 MI N FROM NICHOLIA.
 PZ0400'ABOUT 2.7 MILES NORTH ALONG THE GILMORE-KAUFMAN ROAD FROM NICHOLIA
 PZ0400'(NICHOLS RANCH), LEMHI COUNTY, ABOUT 8.1 MILES SOUTHEAST ALONG THE
 PZ0400'HAHN-DUBOIS ROAD FROM HAHN, ABOUT 125 FEET WEST OF A CULVERT OVER A
 PZ0400'DRY WASH, ABOUT 30 FEET SOUTH OF THE ROAD, 3 FEET NORTH OF A 3-FOOT
 PZ0400'MOUND OF STONE 3 FEET HIGH, AND ON THE TOP OF A STONE PROJECTING FROM
 PZ0400'THE GROUND.  THE TOP OF A STONE, PAINTED T.B.M. 6671.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0403 ***********************************************************************
 PZ0403  DESIGNATION -  6679
 PZ0403  PID         -  PZ0403
 PZ0403  STATE/COUNTY-  ID/LEMHI
 PZ0403  USGS QUAD   -  NICHOLIA (1987)
 PZ0403
 PZ0403                         *CURRENT SURVEY CONTROL
 PZ0403  ___________________________________________________________________
 PZ0403* NAD 83(1986)-  44 19 55.     (N)    113 02 03.     (W)     SCALED    
 PZ0403* NAVD 88     -      2040.921  (meters)    6695.92   (feet)  ADJUSTED  
 PZ0403  ___________________________________________________________________
 PZ0403  GEOID HEIGHT-         -10.61  (meters)                     GEOID03
 PZ0403  DYNAMIC HT  -        2039.678 (meters)    6691.84  (feet)  COMP
 PZ0403  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 PZ0403
 PZ0403  VERT ORDER  -  SECOND    CLASS 0
 PZ0403
 PZ0403.The horizontal coordinates were scaled from a topographic map and have
 PZ0403.an estimated accuracy of +/- 6 seconds.
 PZ0403
 PZ0403.The orthometric height was determined by differential leveling
 PZ0403.and adjusted by the National Geodetic Survey in June 1991..
 PZ0403
 PZ0403.The geoid height was determined by GEOID03.
 PZ0403
 PZ0403.The dynamic height is computed by dividing the NAVD 88
 PZ0403.geopotential number by the normal gravity value computed on the
 PZ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0403.degrees latitude (g = 980.6199 gals.).
 PZ0403
 PZ0403.The modeled gravity was interpolated from observed gravity values.
 PZ0403
 PZ0403;                    North         East    Units  Estimated Accuracy
 PZ0403;SPC ID C     -   296,530.      577,030.      MT  (+/- 180 meters Scaled)
 PZ0403
 PZ0403                          SUPERSEDED SURVEY CONTROL
 PZ0403
 PZ0403  NGVD 29 (??/??/92) 2039.533  (m)         6691.37   (f) ADJ UNCH    2 0
 PZ0403
 PZ0403.Superseded values are not recommended for survey control.
 PZ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0403.See file dsdata.txt to determine how the superseded data were derived.
 PZ0403
 PZ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ378107(NAD 83)
 PZ0403_MARKER: Z = SEE DESCRIPTION
 PZ0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0403_SP_SET: IRON STRIP
 PZ0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0403
 PZ0403  HISTORY     - Date     Condition        Report By
 PZ0403  HISTORY     - UNK      MONUMENTED       USGS
 PZ0403  HISTORY     - 1929     GOOD             USGS
 PZ0403
 PZ0403                          STATION DESCRIPTION
 PZ0403
 PZ0403'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0403'0.8 MI N FROM NICHOLIA.
 PZ0403'ABOUT 0.8 MILE NORTH ALONG THE GILMORE-KAUFMAN ROAD FROM NICHOLIA
 PZ0403'(NICHOLS RANCH), LEMHI COUNTY, ABOUT 9.9 MILES SOUTHEAST ALONG THE
 PZ0403'HAHN-DUBOIS ROAD FROM HAHN, ABOUT 0.75 MILE SOUTHEAST OF THE WILLOW
 PZ0403'CREEK CROSSING, 25 FEET EAST OF THE ROAD, AND NEAR A 3-FOOT MOUND OF
 PZ0403'ROCK, 3 FEET HIGH, AND PAINTED U.S.G.S.T.B.M. 6679.  THE TOP OF AN
 PZ0403'IRON STRIP, PAINTED U.S.G.S.T.B.M. 6679 AND DRIVEN INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1258 ***********************************************************************
 OY1258  DESIGNATION -  67 HLS
 OY1258  PID         -  OY1258
 OY1258  STATE/COUNTY-  ID/JEFFERSON
 OY1258  USGS QUAD   -  ANTELOPE BUTTE (1969)
 OY1258
 OY1258                         *CURRENT SURVEY CONTROL
 OY1258  ___________________________________________________________________
 OY1258* NAD 83(1986)-  43 50 29.     (N)    112 36 39.     (W)     SCALED    
 OY1258* NAVD 88     -      1460.263  (meters)    4790.88   (feet)  ADJUSTED  
 OY1258  ___________________________________________________________________
 OY1258  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 OY1258  DYNAMIC HT  -        1459.542 (meters)    4788.51  (feet)  COMP
 OY1258  MODELED GRAV-     980,073.9   (mgal)                       NAVD 88
 OY1258
 OY1258  VERT ORDER  -  FIRST     CLASS II
 OY1258
 OY1258.The horizontal coordinates were scaled from a topographic map and have
 OY1258.an estimated accuracy of +/- 6 seconds.
 OY1258
 OY1258.The orthometric height was determined by differential leveling
 OY1258.and adjusted by the National Geodetic Survey in December 1992..
 OY1258
 OY1258.The geoid height was determined by GEOID03.
 OY1258
 OY1258.The dynamic height is computed by dividing the NAVD 88
 OY1258.geopotential number by the normal gravity value computed on the
 OY1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1258.degrees latitude (g = 980.6199 gals.).
 OY1258
 OY1258.The modeled gravity was interpolated from observed gravity values.
 OY1258
 OY1258;                    North         East    Units  Estimated Accuracy
 OY1258;SPC ID E     -   241,670.      164,280.      MT  (+/- 180 meters Scaled)
 OY1258
 OY1258                          SUPERSEDED SURVEY CONTROL
 OY1258
 OY1258  NGVD 29 (08/20/92) 1459.191  (m)         4787.36   (f) ADJUSTED    1 2
 OY1258
 OY1258.Superseded values are not recommended for survey control.
 OY1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1258.See file dsdata.txt to determine how the superseded data were derived.
 OY1258
 OY1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP705555(NAD 83)
 OY1258_MARKER: DE = TRAVERSE STATION DISK
 OY1258_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1258+WITH SETTING: INFORMATION.
 OY1258_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1258_STAMPING: 67 HLS 1967 4788
 OY1258_MARK LOGO: USGS  
 OY1258_PROJECTION: PROJECTING 10 CENTIMETERS
 OY1258_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1258+STABILITY: SURFACE MOTION
 OY1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1258+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1992
 OY1258
 OY1258  HISTORY     - Date     Condition        Report By
 OY1258  HISTORY     - 1967     MONUMENTED       USGS
 OY1258  HISTORY     - 19920603 GOOD             NGS
 OY1258
 OY1258                          STATION DESCRIPTION
 OY1258
 OY1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1258'14.0 KM (8.70 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1258'OFFICE IN TERRETON, 25.3 M (83.0 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 OY1258'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 OY1258'NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PIPE
 OY1258'AND PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.  THE ROD
 OY1258'DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0056 ***********************************************************************
 OZ0056  DESIGNATION -  6713.7
 OZ0056  PID         -  OZ0056
 OZ0056  STATE/COUNTY-  ID/CUSTER
 OZ0056  USGS QUAD   -  HARRY CANYON (1967)
 OZ0056
 OZ0056                         *CURRENT SURVEY CONTROL
 OZ0056  ___________________________________________________________________
 OZ0056* NAD 83(1986)-  43 59 24.     (N)    114 02 37.     (W)     SCALED    
 OZ0056* NAVD 88     -      2047.145  (meters)    6716.34   (feet)  ADJUSTED  
 OZ0056  ___________________________________________________________________
 OZ0056  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 OZ0056  DYNAMIC HT  -        2045.844 (meters)    6712.07  (feet)  COMP
 OZ0056  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 OZ0056
 OZ0056  VERT ORDER  -  FIRST     CLASS II
 OZ0056
 OZ0056.The horizontal coordinates were scaled from a topographic map and have
 OZ0056.an estimated accuracy of +/- 6 seconds.
 OZ0056
 OZ0056.The orthometric height was determined by differential leveling
 OZ0056.and adjusted by the National Geodetic Survey in June 1991..
 OZ0056.WARNING-Repeat measurements at this control monument indicate possible
 OZ0056.vertical movement.
 OZ0056
 OZ0056.The geoid height was determined by GEOID03.
 OZ0056
 OZ0056.The dynamic height is computed by dividing the NAVD 88
 OZ0056.geopotential number by the normal gravity value computed on the
 OZ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0056.degrees latitude (g = 980.6199 gals.).
 OZ0056
 OZ0056.The modeled gravity was interpolated from observed gravity values.
 OZ0056
 OZ0056;                    North         East    Units  Estimated Accuracy
 OZ0056;SPC ID C     -   258,090.      496,500.      MT  (+/- 180 meters Scaled)
 OZ0056
 OZ0056                          SUPERSEDED SURVEY CONTROL
 OZ0056
 OZ0056.No superseded survey control is available for this station.
 OZ0056
 OZ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ370750(NAD 83)
 OZ0056_MARKER: Q = CHISELED SQUARE
 OZ0056_SETTING: 80 = SET IN A BOULDER
 OZ0056_SP_SET: BOULDER
 OZ0056_MARK LOGO: NONE  
 OZ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0056+STABILITY: SURFACE MOTION
 OZ0056
 OZ0056  HISTORY     - Date     Condition        Report By
 OZ0056  HISTORY     - UNK      MONUMENTED       USGS
 OZ0056  HISTORY     - 1955     GOOD             NGS
 OZ0056  HISTORY     - 1983     GOOD             NGS
 OZ0056  HISTORY     - 1984     GOOD             NGS
 OZ0056  HISTORY     - 1985     GOOD             NGS
 OZ0056
 OZ0056                          STATION DESCRIPTION
 OZ0056
 OZ0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0056'9.9 MI SW FROM CHILLY.
 OZ0056'ABOUT 9.9 MILES SOUTHWEST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 OZ0056'CROSSROAD 0.6 MILE NORTH OF CHILLY POST OFFICE, 1.0 MILE SOUTHWEST OF
 OZ0056'THE JUNCTION WITH THE ROAD FROM HOWELL BRIDGE, OPPOSITE A REVERSE Y
 OZ0056'ROAD, WHERE A TRACK ROAD JOINS THE MAIN ROAD ON THE SOUTHWEST, 102
 OZ0056'FEET NORTHWEST OF THE CENTERLINE OF THE MAIN ROAD, 120 FEET SOUTH OF A
 OZ0056'SMALL WIRE ENCLOSURE AND ON AN ISOLATED BOULDER.
 OZ0056
 OZ0056                          STATION RECOVERY (1983)
 OZ0056
 OZ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0056'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 OZ0056'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 OZ0056'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST
 OZ0056'ALONG OLD STATE HIGHWAY 27, THENCE 15.45 KM (9.65 MI) SOUTHWEST
 OZ0056'ALONG BARTLETT POINT ROAD, THENCE 1.5 KM (0.95 MI) SOUTHWEST
 OZ0056'ALONG TRAIL CREEK ROAD (OLD STATE HIGHWAY 75), 0.55 KM (0.35 MI)
 OZ0056'NORTHEAST OF THE CROSSING OF BURNT CREEK, 0.32 KM (0.2 MI)
 OZ0056'SOUTHWEST OF THE Y JUNCTION OF A PRIVATE ROAD LEADING SOUTH TO A
 OZ0056'RANCH.  MARK IS A CHISELED SQUARE ON THE HIGHEST POINT OF A
 OZ0056'2 BY 3 FOOT GRANITE BOULDER PROJECTING 2 FEET ABOVE THE SURFACE
 OZ0056'OF THE GROUND, 31.1 METERS (102 FT) NORTHWEST OF THE CENTER OF
 OZ0056'THE ROAD.
 OZ0056'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 OZ0056'THE MARK IS 0.7 M ABOVE THE ROAD.
 OZ0056
 OZ0056                          STATION RECOVERY (1984)
 OZ0056
 OZ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OZ0056'RECOVERED IN GOOD CONDITION.
 OZ0056
 OZ0056                          STATION RECOVERY (1985)
 OZ0056
 OZ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0471 ***********************************************************************
 PZ0471  DESIGNATION -  6768
 PZ0471  PID         -  PZ0471
 PZ0471  STATE/COUNTY-  ID/CUSTER
 PZ0471  USGS QUAD   -  DOUBLESPRING (1989)
 PZ0471
 PZ0471                         *CURRENT SURVEY CONTROL
 PZ0471  ___________________________________________________________________
 PZ0471* NAD 83(1986)-  44 19 55.     (N)    113 47 08.     (W)     SCALED    
 PZ0471* NAVD 88     -      2064.859  (meters)    6774.46   (feet)  ADJUSTED  
 PZ0471  ___________________________________________________________________
 PZ0471  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 PZ0471  DYNAMIC HT  -        2063.607 (meters)    6770.35  (feet)  COMP
 PZ0471  MODELED GRAV-     979,937.5   (mgal)                       NAVD 88
 PZ0471
 PZ0471  VERT ORDER  -  FIRST     CLASS II
 PZ0471
 PZ0471.The horizontal coordinates were scaled from a topographic map and have
 PZ0471.an estimated accuracy of +/- 6 seconds.
 PZ0471
 PZ0471.The orthometric height was determined by differential leveling
 PZ0471.and adjusted by the National Geodetic Survey in June 1991..
 PZ0471
 PZ0471.The geoid height was determined by GEOID03.
 PZ0471
 PZ0471.The dynamic height is computed by dividing the NAVD 88
 PZ0471.geopotential number by the normal gravity value computed on the
 PZ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0471.degrees latitude (g = 980.6199 gals.).
 PZ0471
 PZ0471.The modeled gravity was interpolated from observed gravity values.
 PZ0471
 PZ0471;                    North         East    Units  Estimated Accuracy
 PZ0471;SPC ID C     -   296,100.      517,100.      MT  (+/- 180 meters Scaled)
 PZ0471
 PZ0471                          SUPERSEDED SURVEY CONTROL
 PZ0471
 PZ0471  NGVD 29 (??/??/92) 2063.507  (m)         6770.02   (f) ADJ UNCH    1 2
 PZ0471
 PZ0471.Superseded values are not recommended for survey control.
 PZ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0471.See file dsdata.txt to determine how the superseded data were derived.
 PZ0471
 PZ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ779125(NAD 83)
 PZ0471_MARKER: Q = CHISELED SQUARE
 PZ0471_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0471_SP_SET: ROCK LEDGE
 PZ0471_MARK LOGO: USGS  
 PZ0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0471+STABILITY: POSITION/ELEVATION WELL
 PZ0471
 PZ0471  HISTORY     - Date     Condition        Report By
 PZ0471  HISTORY     - UNK      MONUMENTED       USGS
 PZ0471  HISTORY     - 1948     GOOD             NGS
 PZ0471  HISTORY     - 1984     GOOD             NGS
 PZ0471  HISTORY     - 1985     GOOD             NGS
 PZ0471
 PZ0471                          STATION DESCRIPTION
 PZ0471
 PZ0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0471'13.6 MI S FROM PATTERSON.
 PZ0471'8.2 MILES SOUTH ALONG THE PATTERSON ROAD FROM THE POST OFFICE AT
 PZ0471'PATTERSON, THENCE 5.4 MILES SOUTH ALONG THE DOUBLE SPRINGS ROAD, ABOUT
 PZ0471'8.7 MILES NORTH OF DOUBLE SPRINGS SUMMIT, ABOUT 0.9 MILE NORTH OF
 PZ0471'DOUBLE SPRINGS, AT A PROMINENT ROCK POINT, 175.0 FEET SOUTH OF THE Y
 PZ0471'INTERSECTION OF THE DOUBLE SPRINGS ROAD AND A DIRT ROAD LEADING
 PZ0471'NORTHWEST TO MAY, 10.5 FEET WEST OF THE CENTER LINE OF THE ROAD, A
 PZ0471'CHISELED SQUARE IN THE TOP OF A ROCK LEDGE PROJECTING 2.0 FEET ABOVE
 PZ0471'THE GROUND.
 PZ0471
 PZ0471                          STATION RECOVERY (1984)
 PZ0471
 PZ0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0471'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  35.65 KM
 PZ0471'(22.2 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF MAIN
 PZ0471'STREET AT MACKAY, THENCE 25.9 KM (16.1 MI) NORTHEAST ALONG
 PZ0471'DOUBLESPRING ROAD, A CHISELED SQUARE ON TOP OF AND 1.2 METERS (4 FT)
 PZ0471'NORTHWEST OF THE SOUTHEAST END OF A MASSIVE LIMESTONE OUTCROP,
 PZ0471'3.3 METERS (11 FT) NORTHWEST OF THE CENTER OF THE ROAD, 53.3 METERS
 PZ0471'(175 FT) SOUTHWEST OF THE Y JUNCTION OF A DIRT ROAD LEADING NORTH TO
 PZ0471'MAY, 3.5 METERS (11.5 FT) SOUTHEAST OF BENCH MARK N 51 AND 0.3 METER
 PZ0471'(1 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 PZ0471'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 PZ0471'THE MARK IS 0.6 M ABOVE THE ROAD.
 PZ0471
 PZ0471                          STATION RECOVERY (1985)
 PZ0471
 PZ0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0958 ***********************************************************************
 TO0958  DESIGNATION -  6785 VA
 TO0958  PID         -  TO0958
 TO0958  STATE/COUNTY-  ID/BONNER
 TO0958  USGS QUAD   -  MOUNT PEND OREILLE (1996)
 TO0958
 TO0958                         *CURRENT SURVEY CONTROL
 TO0958  ___________________________________________________________________
 TO0958* NAD 83(1992)-  48 24 55.78379(N)    116 10 30.97153(W)     ADJUSTED  
 TO0958* NAVD 88     -      2060.     (meters)    6759.     (feet)  SCALED    
 TO0958  ___________________________________________________________________
 TO0958  LAPLACE CORR-           9.30  (seconds)                    DEFLEC99
 TO0958  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 TO0958
 TO0958  HORZ ORDER  -  SECOND
 TO0958
 TO0958.The horizontal coordinates were established by classical geodetic methods
 TO0958.and adjusted by the National Geodetic Survey in July 1992..
 TO0958
 TO0958.The orthometric height was scaled from a topographic map.
 TO0958
 TO0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0958
 TO0958.The geoid height was determined by GEOID03.
 TO0958
 TO0958;                    North         East     Units Scale Factor Converg.
 TO0958;SPC ID W     -   750,052.201   768,521.886   MT  0.99994550   -0 19 05.1
 TO0958;UTM  11      - 5,362,811.028   561,025.290   MT  0.99964575   +0 37 00.8
 TO0958
 TO0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0958!SPC ID W     -   0.99967972  x   0.99994550  =   0.99962524
 TO0958!UTM  11      -   0.99967972  x   0.99964575  =   0.99932559
 TO0958
 TO0958                          SUPERSEDED SURVEY CONTROL
 TO0958
 TO0958  NAD 83(1986)-  48 24 55.79458(N)    116 10 30.96738(W) AD(       ) 2
 TO0958  NAD 27      -  48 24 56.02687(N)    116 10 27.32823(W) AD(       ) 2
 TO0958
 TO0958.Superseded values are not recommended for survey control.
 TO0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0958.See file dsdata.txt to determine how the superseded data were derived.
 TO0958
 TO0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP6102562811(NAD 83)
 TO0958
 TO0958  HISTORY     - Date     Condition        Report By
 TO0958  HISTORY     - 1960     MONUMENTED       CGS
 TO0958
 TO0958                          STATION DESCRIPTION
 TO0958
 TO0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TO0958'THE STATION IS ON THE HIGHEST PART OF A HIGH, BARE EAST-WEST
 TO0958'RIDGE NEAR THE SITE OF THE REMAINS OF THE MOUNT PEND ORIELLE
 TO0958'LOOKOUT TOWER, ABOUT 13 MILES WEST AND 3 MILES SOUTH OF TROY
 TO0958'MONTANA, 13 MILES EAST AND 5 MILES SOUTH OF ELMIRA IDAHO,
 TO0958'11-1/2 MILES NORTH AND 6 MILES EAST OF HOPE IDAHO, 6 MILES
 TO0958'WEST OF THE IDAHO-MONTANA STATE LINE AND NEAR THE SOUTHWEST
 TO0958'CORNER OF SECTION 35, T 59 N, R 2 E.  ELEVATION 6,785 FEET.
 TO0958'
 TO0958'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PEND,
 TO0958'DISTANCE BEING 20.55 FEET OR 6.264 METERS EAST OF STATION
 TO0958'PEND.  THE MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 TO0958'VA 6785, CEMENTED IN A DRILL HOLE IN A 3 X 1 FOOT BOULDER
 TO0958'PROJECTING 8 INCHES.  IT IS 199 FEET EAST OF THE SOUTHEAST
 TO0958'FOUNDATION OF THE OLD LOOKOUT TOWER AND 6 FEET SOUTH OF
 TO0958'THE NORTH EDGE OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1257 ***********************************************************************
 OY1257  DESIGNATION -  68 HLS
 OY1257  PID         -  OY1257
 OY1257  STATE/COUNTY-  ID/JEFFERSON
 OY1257  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1257
 OY1257                         *CURRENT SURVEY CONTROL
 OY1257  ___________________________________________________________________
 OY1257* NAD 83(1986)-  43 50 35.     (N)    112 37 50.     (W)     SCALED    
 OY1257* NAVD 88     -      1487.967  (meters)    4881.77   (feet)  ADJUSTED  
 OY1257  ___________________________________________________________________
 OY1257  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 OY1257  DYNAMIC HT  -        1487.225 (meters)    4879.34  (feet)  COMP
 OY1257  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 OY1257
 OY1257  VERT ORDER  -  FIRST     CLASS II
 OY1257
 OY1257.The horizontal coordinates were scaled from a topographic map and have
 OY1257.an estimated accuracy of +/- 6 seconds.
 OY1257
 OY1257.The orthometric height was determined by differential leveling
 OY1257.and adjusted by the National Geodetic Survey in December 1992..
 OY1257
 OY1257.The geoid height was determined by GEOID03.
 OY1257
 OY1257.The dynamic height is computed by dividing the NAVD 88
 OY1257.geopotential number by the normal gravity value computed on the
 OY1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1257.degrees latitude (g = 980.6199 gals.).
 OY1257
 OY1257.The modeled gravity was interpolated from observed gravity values.
 OY1257
 OY1257;                    North         East    Units  Estimated Accuracy
 OY1257;SPC ID E     -   241,860.      162,700.      MT  (+/- 180 meters Scaled)
 OY1257
 OY1257                          SUPERSEDED SURVEY CONTROL
 OY1257
 OY1257  NGVD 29 (08/20/92) 1486.890  (m)         4878.24   (f) ADJUSTED    1 2
 OY1257
 OY1257.Superseded values are not recommended for survey control.
 OY1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1257.See file dsdata.txt to determine how the superseded data were derived.
 OY1257
 OY1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP689557(NAD 83)
 OY1257_MARKER: DE = TRAVERSE STATION DISK
 OY1257_SETTING: 66 = SET IN ROCK OUTCROP
 OY1257_SP_SET: BEDROCK
 OY1257_STAMPING: 68 HLS 1967 4879
 OY1257_MARK LOGO: USGS  
 OY1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1257+STABILITY: POSITION/ELEVATION WELL
 OY1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1257+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1992
 OY1257
 OY1257  HISTORY     - Date     Condition        Report By
 OY1257  HISTORY     - 1967     MONUMENTED       USGS
 OY1257  HISTORY     - 19920603 GOOD             NGS
 OY1257
 OY1257                          STATION DESCRIPTION
 OY1257
 OY1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1257'15.7 KM (9.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1257'OFFICE IN TERRETON, NEAR THE CENTER OF A 2 BY 15-FOOT AREA OF EXPOSED
 OY1257'BEDROCK NEAR THE CENTER OF A HIGHWAY CUT, 9.5 M (31.2 FT) NORTH OF
 OY1257'AND LEVEL WITH THE CENTER OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF
 OY1257'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH8890 ***********************************************************************
 DH8890  DESIGNATION -  68 HLS RESET
 DH8890  PID         -  DH8890
 DH8890  STATE/COUNTY-  ID/JEFFERSON
 DH8890  USGS QUAD   -  CIRCULAR BUTTE (1969)
 DH8890
 DH8890                         *CURRENT SURVEY CONTROL
 DH8890  ___________________________________________________________________
 DH8890* NAD 83(1986)-  43 50 35.     (N)    112 37 50.     (W)     SCALED    
 DH8890* NAVD 88     -      1490.78   (meters)    4891.0    (feet)  RESET     
 DH8890  ___________________________________________________________________
 DH8890  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 DH8890
 DH8890  VERT ORDER  -  THIRD
 DH8890
 DH8890.The horizontal coordinates were scaled from a topographic map and have
 DH8890.an estimated accuracy of +/- 6 seconds.
 DH8890
 DH8890.The orthometric height was computed from unverified reset data.
 DH8890.No vertical observational check was made to the station.
 DH8890
 DH8890.The geoid height was determined by GEOID03.
 DH8890
 DH8890;                    North         East    Units  Estimated Accuracy
 DH8890;SPC ID E     -   241,860.      162,700.      MT  (+/- 180 meters Scaled)
 DH8890
 DH8890                          SUPERSEDED SURVEY CONTROL
 DH8890
 DH8890.No superseded survey control is available for this station.
 DH8890
 DH8890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP689557(NAD 83)
 DH8890_MARKER: DV = VERTICAL CONTROL DISK
 DH8890_SETTING: 66 = SET IN ROCK OUTCROP
 DH8890_STAMPING: 68 HLS RESET 2004
 DH8890_MARK LOGO: NGS   
 DH8890_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH8890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH8890+STABILITY: POSITION/ELEVATION WELL
 DH8890
 DH8890  HISTORY     - Date     Condition        Report By
 DH8890  HISTORY     - 2004     MONUMENTED       IDTD
 DH8890
 DH8890                          STATION DESCRIPTION
 DH8890
 DH8890'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 2004 (GDJ)
 DH8890'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 33
 DH8890'WEST OF MUD LAKE, IDAHO, GO WEST ALONG STATE HIGHWAY 33 6.77 MILES
 DH8890'(10.89 KM) TO THE MARK ON THE RIGHT AND NORTH OF THE WEST END OF A
 DH8890'HIGHWAY CUT.  THE MARK IS LEFT (NORTH) OF MILEPOST 36.930, 275.0 FEET
 DH8890'(83.8 M) NORTH-NORTHWEST OF THE HIGHWAY CENTERLINE IN A LARGE FLAT
 DH8890'AREA OF EXPOSED BEDROCK, ABOUT 23.0 FEET (7.0 M) NORTH OF THE SOUTH
 DH8890'END OF THE BEDROCK EXPOSURE, 21.0 FEET (6.4 M) WEST OF AN ORANGE
 DH8890'FIBERGLASS WITNESS POST, ABOUT 10.0 FEET (3.0 M) HIGHER THAN THE
 DH8890'HIGHWAY AND SURROUNDED BY A RING OF STONES.  A NGS BRASS DISK SET IN
 DH8890'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0053 ***********************************************************************
 OZ0053  DESIGNATION -  6830.9
 OZ0053  PID         -  OZ0053
 OZ0053  STATE/COUNTY-  ID/CUSTER
 OZ0053  USGS QUAD   -  HARRY CANYON (1967)
 OZ0053
 OZ0053                         *CURRENT SURVEY CONTROL
 OZ0053  ___________________________________________________________________
 OZ0053* NAD 83(1986)-  43 57 37.     (N)    114 05 49.     (W)     SCALED    
 OZ0053* NAVD 88     -      2083.75   (+/-2cm)    6836.4    (feet)  VERTCON   
 OZ0053  ___________________________________________________________________
 OZ0053  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 OZ0053
 OZ0053  VERT ORDER  -  ? (See Below)
 OZ0053
 OZ0053.The horizontal coordinates were scaled from a topographic map and have
 OZ0053.an estimated accuracy of +/- 6 seconds.
 OZ0053
 OZ0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0053.The vertical order pertains to the NGVD 29 superseded value.
 OZ0053
 OZ0053.The geoid height was determined by GEOID03.
 OZ0053
 OZ0053;                    North         East    Units  Estimated Accuracy
 OZ0053;SPC ID C     -   254,790.      492,220.      MT  (+/- 180 meters Scaled)
 OZ0053
 OZ0053                          SUPERSEDED SURVEY CONTROL
 OZ0053
 OZ0053  NGVD 29 (??/??/92) 2082.436  (m)         6832.13   (f) ADJ UNCH    ?  
 OZ0053
 OZ0053.Superseded values are not recommended for survey control.
 OZ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0053.See file dsdata.txt to determine how the superseded data were derived.
 OZ0053
 OZ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ329715(NAD 83)
 OZ0053_MARKER: Q = CHISELED SQUARE
 OZ0053_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OZ0053_SP_SET: UNSPEC. ROCK
 OZ0053_STAMPING: US 6830.9 BM
 OZ0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0053
 OZ0053  HISTORY     - Date     Condition        Report By
 OZ0053  HISTORY     - UNK      MONUMENTED       USGS
 OZ0053  HISTORY     - 1955     MARK NOT FOUND   NGS
 OZ0053
 OZ0053                          STATION DESCRIPTION
 OZ0053
 OZ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0053'13.2 MI SW FROM CHILLY.
 OZ0053'13.9 MILES SOUTHWEST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 OZ0053'JUNCTION OF STATE HIGHWAY 27 NEAR CHILLY, CUSTER COUNTY, 2.4 MILES
 OZ0053'NORTHEAST OF THE LEMHI NATIONAL FOREST BOUNDARY, 20 FEET NORTH OF A
 OZ0053'PLANK BRIDGE OVER LAKE CREEK, ON THE TOP OF A ROCK MARKED BY THE
 OZ0053'LETTERS US 6830.9 BM.  A CHISELED SQUARE.  NOTE-- REMAINS OF THE
 OZ0053'BRIDGE REFERRED TO IN THE DESCRIPTION AND THE OLD ROAD WERE FOUND.
 OZ0053'THERE WAS NO DISCERNIBLE CHISELED SQUARE ON ANY ROCK IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0161 ***********************************************************************
 QA0161  DESIGNATION -  6831
 QA0161  PID         -  QA0161
 QA0161  STATE/COUNTY-  ID/CUSTER
 QA0161  USGS QUAD   -  ELEVENMILE CREEK (1963)
 QA0161
 QA0161                         *CURRENT SURVEY CONTROL
 QA0161  ___________________________________________________________________
 QA0161* NAD 83(1986)-  44 25 35.     (N)    114 37 17.     (W)     SCALED    
 QA0161* NAVD 88     -      2084.360  (meters)    6838.44   (feet)  ADJUSTED  
 QA0161  ___________________________________________________________________
 QA0161  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 QA0161  DYNAMIC HT  -        2083.069 (meters)    6834.20  (feet)  COMP
 QA0161  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 QA0161
 QA0161  VERT ORDER  -  SECOND    CLASS 0
 QA0161
 QA0161.The horizontal coordinates were scaled from a topographic map and have
 QA0161.an estimated accuracy of +/- 6 seconds.
 QA0161
 QA0161.The orthometric height was determined by differential leveling
 QA0161.and adjusted by the National Geodetic Survey in June 1991..
 QA0161
 QA0161.The geoid height was determined by GEOID03.
 QA0161
 QA0161.The dynamic height is computed by dividing the NAVD 88
 QA0161.geopotential number by the normal gravity value computed on the
 QA0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0161.degrees latitude (g = 980.6199 gals.).
 QA0161
 QA0161.The modeled gravity was interpolated from observed gravity values.
 QA0161
 QA0161;                    North         East    Units  Estimated Accuracy
 QA0161;SPC ID C     -   306,760.      450,520.      MT  (+/- 180 meters Scaled)
 QA0161
 QA0161                          SUPERSEDED SURVEY CONTROL
 QA0161
 QA0161  NGVD 29 (??/??/92) 2082.993  (m)         6833.95   (f) ADJ UNCH    2 0
 QA0161
 QA0161.Superseded values are not recommended for survey control.
 QA0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0161.See file dsdata.txt to determine how the superseded data were derived.
 QA0161
 QA0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK893219(NAD 83)
 QA0161_MARKER: DD = SURVEY DISK
 QA0161_SETTING: 66 = SET IN ROCK OUTCROP
 QA0161_SP_SET: ROCK OUTCROP
 QA0161_STAMPING: 6831 1916
 QA0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0161+STABILITY: POSITION/ELEVATION WELL
 QA0161
 QA0161  HISTORY     - Date     Condition        Report By
 QA0161  HISTORY     - 1916     MONUMENTED       USGS
 QA0161  HISTORY     - 1960     GOOD             NGS
 QA0161
 QA0161                          STATION DESCRIPTION
 QA0161
 QA0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0161'15.7 MI NE FROM SUNBEAM.
 QA0161'15.7 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE
 QA0161'AND STORE AT SUNBEAM, 0.05 MILE SOUTHWEST OF A WOODEN BRIDGE OVER
 QA0161'EIGHTMILE CREEK, 26 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 QA0161'THE ENTRANCE ROAD TO EIGHTMILE CAMPGROUND, IN TOP OF A LARGE ROCK
 QA0161'OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 26 FEET
 QA0161'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 18 FEET SOUTH OF THE
 QA0161'CENTER LINE OF THE ENTRANCE ROAD, 8.0 FEET EAST-SOUTHEAST OF A WITNESS
 QA0161'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0051 ***********************************************************************
 OZ0051  DESIGNATION -  6852.3
 OZ0051  PID         -  OZ0051
 OZ0051  STATE/COUNTY-  ID/CUSTER
 OZ0051  USGS QUAD   -  HARRY CANYON (1967)
 OZ0051
 OZ0051                         *CURRENT SURVEY CONTROL
 OZ0051  ___________________________________________________________________
 OZ0051* NAD 83(1986)-  43 57 12.     (N)    114 06 10.     (W)     SCALED    
 OZ0051* NAVD 88     -      2090.286  (meters)    6857.88   (feet)  ADJUSTED  
 OZ0051  ___________________________________________________________________
 OZ0051  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OZ0051  DYNAMIC HT  -        2088.942 (meters)    6853.47  (feet)  COMP
 OZ0051  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 OZ0051
 OZ0051  VERT ORDER  -  FIRST     CLASS II
 OZ0051
 OZ0051.The horizontal coordinates were scaled from a topographic map and have
 OZ0051.an estimated accuracy of +/- 6 seconds.
 OZ0051
 OZ0051.The orthometric height was determined by differential leveling
 OZ0051.and adjusted by the National Geodetic Survey in June 1991..
 OZ0051
 OZ0051.The geoid height was determined by GEOID03.
 OZ0051
 OZ0051.The dynamic height is computed by dividing the NAVD 88
 OZ0051.geopotential number by the normal gravity value computed on the
 OZ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0051.degrees latitude (g = 980.6199 gals.).
 OZ0051
 OZ0051.The modeled gravity was interpolated from observed gravity values.
 OZ0051
 OZ0051;                    North         East    Units  Estimated Accuracy
 OZ0051;SPC ID C     -   254,020.      491,750.      MT  (+/- 180 meters Scaled)
 OZ0051
 OZ0051                          SUPERSEDED SURVEY CONTROL
 OZ0051
 OZ0051  NGVD 29 (??/??/92) 2088.972  (m)         6853.57   (f) ADJ UNCH    1 2
 OZ0051
 OZ0051.Superseded values are not recommended for survey control.
 OZ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0051.See file dsdata.txt to determine how the superseded data were derived.
 OZ0051
 OZ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ324707(NAD 83)
 OZ0051_MARKER: Q = CHISELED SQUARE
 OZ0051_SETTING: 80 = SET IN A BOULDER
 OZ0051_MARK LOGO: USGS  
 OZ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0051+STABILITY: SURFACE MOTION
 OZ0051
 OZ0051  HISTORY     - Date     Condition        Report By
 OZ0051  HISTORY     - UNK      MONUMENTED       USGS
 OZ0051  HISTORY     - 1933     GOOD             NGS
 OZ0051  HISTORY     - 1984     GOOD             NGS
 OZ0051  HISTORY     - 1985     GOOD             NGS
 OZ0051
 OZ0051                          STATION DESCRIPTION
 OZ0051
 OZ0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0051'14.6 MI SW FROM CHILLY.
 OZ0051'14.6 MILES SOUTHWEST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 OZ0051'JUNCTION OF STATE HIGHWAY 27 NEAR CHILLY, CUSTER COUNTY, ON THE SLOPE
 OZ0051'OF A HILL, 95 FEET NORTHWEST OF THE BRIDGE OVER TWIN BRIDGES CREEK, 60
 OZ0051'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ON THE TOP OF A
 OZ0051'PROJECTING ROCK MARKED BY THE PAINTED LETTERS US 6852.3 BM.  A
 OZ0051'CHISELED SQUARE.
 OZ0051
 OZ0051                          STATION RECOVERY (1984)
 OZ0051
 OZ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OZ0051'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.2 KM
 OZ0051'(9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF MAIN
 OZ0051'STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG OLD STATE
 OZ0051'HIGHWAY 27, THENCE 15.45 KM (9.6 MI) SOUTHWEST ALONG BARTLETT POINT
 OZ0051'ROAD, THENCE 8.0 KM (5.0 MI) SOUTHWEST ALONG TRAIL CREEK ROAD (OLD
 OZ0051'STATE HIGHWAY 75), A CHISELED SQUARE ON TOP OF AND 0.5 METER (1.5 FT)
 OZ0051'NORTHEAST OF THE SOUTHWEST END OF A 2- BY 5-FOOT GRANITE BOULDER
 OZ0051'PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND, IN THE NORTHWEST
 OZ0051'CORNER OF THE CROSSING OF TWIN BRIDGES CREEK, 18.3 METERS (60 FT)
 OZ0051'NORTHWEST OF THE CENTER OF THE ROAD AND 28.9 METERS (95 FT) NORTH OF
 OZ0051'THE NORTH CORNER OF THE BRIDGE.
 OZ0051'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 OZ0051'THE MARK IS 2.1 M ABOVE THE ROAD.
 OZ0051
 OZ0051                          STATION RECOVERY (1985)
 OZ0051
 OZ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0279 ***********************************************************************
 OZ0279  DESIGNATION -  6855.60 RESET
 OZ0279  PID         -  OZ0279
 OZ0279  STATE/COUNTY-  ID/BLAINE
 OZ0279  USGS QUAD   -  ALTURAS LAKE (1963)
 OZ0279
 OZ0279                         *CURRENT SURVEY CONTROL
 OZ0279  ___________________________________________________________________
 OZ0279* NAD 83(1986)-  43 58 27.     (N)    114 49 38.     (W)     SCALED    
 OZ0279* NAVD 88     -      2108.53   (+/-2cm)    6917.7    (feet)  VERTCON   
 OZ0279  ___________________________________________________________________
 OZ0279  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 OZ0279
 OZ0279  VERT ORDER  -  THIRD (See Below)
 OZ0279
 OZ0279.The horizontal coordinates were scaled from a topographic map and have
 OZ0279.an estimated accuracy of +/- 6 seconds.
 OZ0279
 OZ0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0279.The vertical order pertains to the NGVD 29 superseded value.
 OZ0279
 OZ0279.The geoid height was determined by GEOID03.
 OZ0279
 OZ0279;                    North         East    Units  Estimated Accuracy
 OZ0279;SPC ID C     -   256,660.      433,630.      MT  (+/- 180 meters Scaled)
 OZ0279
 OZ0279                          SUPERSEDED SURVEY CONTROL
 OZ0279
 OZ0279  NGVD 29 (??/??/??) 2107.12   (m)         6913.1    (f) RESET       3  
 OZ0279
 OZ0279.Superseded values are not recommended for survey control.
 OZ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0279.See file dsdata.txt to determine how the superseded data were derived.
 OZ0279
 OZ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ742712(NAD 83)
 OZ0279_MARKER: DD = SURVEY DISK
 OZ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0279_STAMPING: 6855.53 1956
 OZ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0279+STABILITY: SURFACE MOTION
 OZ0279
 OZ0279  HISTORY     - Date     Condition        Report By
 OZ0279  HISTORY     - 1956     MONUMENTED       BPR
 OZ0279
 OZ0279                          STATION DESCRIPTION
 OZ0279
 OZ0279'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1956
 OZ0279'19.3 MI SE FROM STANLEY.
 OZ0279'IN BLAINE COUNTY, 19.3 MILES SOUTHEAST ALONG NEW U. S. HIGHWAY 93 FROM
 OZ0279'THE VALLEY CREEK RANGER STATION AT STANLEY, CUSTER COUNTY, 0.5 MILE
 OZ0279'SOUTH OF THE JUNCTION OF A ROAD LEADING WEST TO THE PETTIT LAKE RANCH,
 OZ0279'0.3 MILE NORTH OF AN IRRIGATION DITCH, 10 FEET SOUTHEAST OF THE OUTLET
 OZ0279'OF A 24-INCH CULVERT, AND SET IN THE TOP OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1012 ***********************************************************************
 SU1012  DESIGNATION -  6866 VA
 SU1012  PID         -  SU1012
 SU1012  STATE/COUNTY-  ID/SHOSHONE
 SU1012  USGS QUAD   -  THREE SISTERS (1995)
 SU1012
 SU1012                         *CURRENT SURVEY CONTROL
 SU1012  ___________________________________________________________________
 SU1012* NAD 83(1992)-  47 09 40.27407(N)    115 37 58.41636(W)     ADJUSTED  
 SU1012* NAVD 88     -      2095.5    (meters)    6875.     (feet)  VERTCON   
 SU1012  ___________________________________________________________________
 SU1012  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 SU1012  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 SU1012
 SU1012  HORZ ORDER  -  THIRD
 SU1012
 SU1012.The horizontal coordinates were established by classical geodetic methods
 SU1012.and adjusted by the National Geodetic Survey in July 1992..
 SU1012
 SU1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1012
 SU1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1012
 SU1012.The geoid height was determined by GEOID03.
 SU1012
 SU1012;                    North         East     Units Scale Factor Converg.
 SU1012;SPC ID W     -   610,519.004   808,879.243   MT  0.99993430   +0 05 09.1
 SU1012;UTM  11      - 5,223,983.089   603,621.347   MT  0.99973196   +1 00 09.2
 SU1012
 SU1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1012!SPC ID W     -   0.99967413  x   0.99993430  =   0.99960845
 SU1012!UTM  11      -   0.99967413  x   0.99973196  =   0.99940618
 SU1012
 SU1012:                Primary Azimuth Mark                     Grid Az
 SU1012:SPC ID W     -  TURNER LOT                               356 17 40.2
 SU1012:UTM  11      -  TURNER LOT                               355 22 40.1
 SU1012
 SU1012|---------------------------------------------------------------------|
 SU1012| PID    Reference Object                     Distance      Geod. Az  |
 SU1012|                                                           dddmmss.s |
 SU1012| SU1005 TURNER LOT                          APPROX.12.4 KM 3562249.3 |
 SU1012|---------------------------------------------------------------------|
 SU1012
 SU1012                          SUPERSEDED SURVEY CONTROL
 SU1012
 SU1012  NAD 83(1986)-  47 09 40.27490(N)    115 37 58.41285(W) AD(       ) 3
 SU1012  NAD 27      -  47 09 40.60543(N)    115 37 54.91217(W) AD(       ) 3
 SU1012  NGVD 29 (07/19/86) 2094.2    (m)         6871.     (f) VERT ANG       
 SU1012
 SU1012.Superseded values are not recommended for survey control.
 SU1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1012.See file dsdata.txt to determine how the superseded data were derived.
 SU1012
 SU1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN0362123983(NAD 83)
 SU1012_MARKER: DB = BENCH MARK DISK
 SU1012_SETTING: 80 = SET IN A BOULDER
 SU1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU1012+STABILITY: SURFACE MOTION
 SU1012
 SU1012  HISTORY     - Date     Condition        Report By
 SU1012  HISTORY     - 1969     MONUMENTED       USGS
 SU1012
 SU1012                          STATION DESCRIPTION
 SU1012
 SU1012'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 SU1012'LOCATED ON MOST EASTERLY OF THREE PEAKS KNOWN AS SISTERS PEAKS IN
 SU1012'SECTION 18, T44N, R7E.
 SU1012'
 SU1012'STATION REACHED BY HELICOPTER.  TO REACH FROM AVERY, TAKE RD. S.
 SU1012'TO ROUNDTOP RANGER STATION.  TURN LEFT ON RD. E. PASSING BEARSKULL
 SU1012'LO.  THENCE N. ON RD. TO MIDDLE SISTER LO TO TOP OF RIDGE.  THENCE
 SU1012'E. UP RIDGE ABOUT 0.5 MI TO STATION.
 SU1012'
 SU1012'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---VA 6866 1910---,
 SU1012'IN 2-FT X 2-FT X 8-INCH ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0379 ***********************************************************************
 OZ0379  DESIGNATION -  6877.5
 OZ0379  PID         -  OZ0379
 OZ0379  STATE/COUNTY-  ID/ELMORE
 OZ0379  USGS QUAD   -  ATLANTA EAST (1972)
 OZ0379
 OZ0379                         *CURRENT SURVEY CONTROL
 OZ0379  ___________________________________________________________________
 OZ0379* NAD 83(1986)-  43 51 58.     (N)    115 01 45.     (W)     SCALED    
 OZ0379* NAVD 88     -      2097.586  (meters)    6881.83   (feet)  ADJUSTED  
 OZ0379  ___________________________________________________________________
 OZ0379  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 OZ0379  DYNAMIC HT  -        2096.194 (meters)    6877.26  (feet)  COMP
 OZ0379  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 OZ0379
 OZ0379  VERT ORDER  -  SECOND    CLASS 0
 OZ0379
 OZ0379.The horizontal coordinates were scaled from a topographic map and have
 OZ0379.an estimated accuracy of +/- 6 seconds.
 OZ0379
 OZ0379.The orthometric height was determined by differential leveling
 OZ0379.and adjusted by the National Geodetic Survey in June 1991..
 OZ0379
 OZ0379.The geoid height was determined by GEOID03.
 OZ0379
 OZ0379.The dynamic height is computed by dividing the NAVD 88
 OZ0379.geopotential number by the normal gravity value computed on the
 OZ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0379.degrees latitude (g = 980.6199 gals.).
 OZ0379
 OZ0379.The modeled gravity was interpolated from observed gravity values.
 OZ0379
 OZ0379;                    North         East    Units  Estimated Accuracy
 OZ0379;SPC ID W     -   244,570.      857,940.      MT  (+/- 180 meters Scaled)
 OZ0379
 OZ0379                          SUPERSEDED SURVEY CONTROL
 OZ0379
 OZ0379  NGVD 29 (??/??/92) 2096.234  (m)         6877.39   (f) ADJ UNCH    2 0
 OZ0379
 OZ0379.Superseded values are not recommended for survey control.
 OZ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0379.See file dsdata.txt to determine how the superseded data were derived.
 OZ0379
 OZ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ583588(NAD 83)
 OZ0379_MARKER: N = NAIL
 OZ0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0379_SP_SET: TREE
 OZ0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0379
 OZ0379  HISTORY     - Date     Condition        Report By
 OZ0379  HISTORY     - UNK      MONUMENTED       USGS
 OZ0379  HISTORY     - 1950     GOOD             NGS
 OZ0379  HISTORY     - 1951     GOOD             NGS
 OZ0379
 OZ0379                          STATION DESCRIPTION
 OZ0379
 OZ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0379'8.5 MI NE FROM ATLANTA.
 OZ0379'4.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0379'POST OFFICE AT ATLANTA, THENCE 4.5 MILES NORTHEAST ALONG MATTINGLY
 OZ0379'CREEK TRAIL, ABOUT 145 FEET SOUTH OF B M 49 E (USGS), 12.4 FEET
 OZ0379'NORTHWEST OF THE CENTER LINE OF THE TRAIL, IN THE BASE OF THE WEST
 OZ0379'SIDE OF A 30-INCH PINE TREE MARKED WITH A PAINTED ARROW.
 OZ0379
 OZ0379                          STATION RECOVERY (1951)
 OZ0379
 OZ0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0031 ***********************************************************************
 OZ0031  DESIGNATION -  6958.4
 OZ0031  PID         -  OZ0031
 OZ0031  STATE/COUNTY-  ID/BLAINE
 OZ0031  USGS QUAD   -  ROCK ROLL CANYON (1967)
 OZ0031
 OZ0031                         *CURRENT SURVEY CONTROL
 OZ0031  ___________________________________________________________________
 OZ0031* NAD 83(1986)-  43 48 09.     (N)    114 15 17.     (W)     SCALED    
 OZ0031* NAVD 88     -      2122.79   (+/-2cm)    6964.5    (feet)  VERTCON   
 OZ0031  ___________________________________________________________________
 OZ0031  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 OZ0031
 OZ0031  VERT ORDER  -  ? (See Below)
 OZ0031
 OZ0031.The horizontal coordinates were scaled from a topographic map and have
 OZ0031.an estimated accuracy of +/- 6 seconds.
 OZ0031
 OZ0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0031.The vertical order pertains to the NGVD 29 superseded value.
 OZ0031
 OZ0031.The geoid height was determined by GEOID03.
 OZ0031
 OZ0031;                    North         East    Units  Estimated Accuracy
 OZ0031;SPC ID C     -   237,280.      479,500.      MT  (+/- 180 meters Scaled)
 OZ0031
 OZ0031                          SUPERSEDED SURVEY CONTROL
 OZ0031
 OZ0031  NGVD 29 (??/??/92) 2121.421  (m)         6960.03   (f) ADJ UNCH    ?  
 OZ0031
 OZ0031.Superseded values are not recommended for survey control.
 OZ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0031.See file dsdata.txt to determine how the superseded data were derived.
 OZ0031
 OZ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ208536(NAD 83)
 OZ0031_MARKER: Q = CHISELED SQUARE
 OZ0031_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OZ0031_SP_SET: UNSPEC. ROCK
 OZ0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0031
 OZ0031  HISTORY     - Date     Condition        Report By
 OZ0031  HISTORY     - UNK      MONUMENTED       USGS
 OZ0031  HISTORY     - 1933     GOOD             NGS
 OZ0031
 OZ0031                          STATION DESCRIPTION
 OZ0031
 OZ0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0031'10.9 MI NE FROM KETCHUM.
 OZ0031'10.9 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT ROAD FROM KETCHUM,
 OZ0031'BLAINE COUNTY, 0.9 MILE UPGRADE FROM THE BOTTOM OF A STEEP GRADE, AT
 OZ0031'THE INSIDE OF THE SECOND LOWER SWITCHBACK CURVE, AND ON THE TOP OF A
 OZ0031'ROCK MARKED BY THE PAINTED LETTERS US 6958.4 BM.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0234 ***********************************************************************
 OZ0234  DESIGNATION -  7
 OZ0234  PID         -  OZ0234
 OZ0234  STATE/COUNTY-  ID/CAMAS
 OZ0234  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0234
 OZ0234                         *CURRENT SURVEY CONTROL
 OZ0234  ___________________________________________________________________
 OZ0234* NAD 83(1986)-  43 20 33.     (N)    114 43 15.     (W)     SCALED    
 OZ0234* NAVD 88     -      1535.015  (meters)    5036.13   (feet)  ADJUSTED  
 OZ0234  ___________________________________________________________________
 OZ0234  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 OZ0234  DYNAMIC HT  -        1534.132 (meters)    5033.23  (feet)  COMP
 OZ0234  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 OZ0234
 OZ0234  VERT ORDER  -  SECOND    CLASS 0
 OZ0234
 OZ0234.The horizontal coordinates were scaled from a topographic map and have
 OZ0234.an estimated accuracy of +/- 6 seconds.
 OZ0234
 OZ0234.The orthometric height was determined by differential leveling
 OZ0234.and adjusted by the National Geodetic Survey in June 1991..
 OZ0234
 OZ0234.The geoid height was determined by GEOID03.
 OZ0234
 OZ0234.The dynamic height is computed by dividing the NAVD 88
 OZ0234.geopotential number by the normal gravity value computed on the
 OZ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0234.degrees latitude (g = 980.6199 gals.).
 OZ0234
 OZ0234.The modeled gravity was interpolated from observed gravity values.
 OZ0234
 OZ0234;                    North         East    Units  Estimated Accuracy
 OZ0234;SPC ID C     -   186,400.      441,550.      MT  (+/- 180 meters Scaled)
 OZ0234
 OZ0234                          SUPERSEDED SURVEY CONTROL
 OZ0234
 OZ0234  NGVD 29 (??/??/92) 1533.938  (m)         5032.59   (f) ADJ UNCH    2 0
 OZ0234
 OZ0234.Superseded values are not recommended for survey control.
 OZ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0234.See file dsdata.txt to determine how the superseded data were derived.
 OZ0234
 OZ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ847013(NAD 83)
 OZ0234_MARKER: DD = SURVEY DISK
 OZ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0234+STABILITY: SURFACE MOTION
 OZ0234
 OZ0234  HISTORY     - Date     Condition        Report By
 OZ0234  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0234  HISTORY     - 1950     GOOD             NGS
 OZ0234  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0234
 OZ0234                          STATION DESCRIPTION
 OZ0234
 OZ0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0234'3.9 MI E FROM FAIRFIELD.
 OZ0234'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0234'THENCE 3.6 MILES EAST ALONG STATE HIGHWAY 68, 0.5 MILE WEST OF A DIRT
 OZ0234'ROAD CROSSING, 0.1 MILE EAST OF A WOODEN BRIDGE OVER AN IRRIGATION
 OZ0234'DITCH, DIRECTLY ACROSS THE HIGHWAY FROM 6 (I.S.D.P.W.), 310 FEET EAST
 OZ0234'OF THE CENTER OF THE NORTH END OF THE EAST ONE OF A DOUBLE 48-INCH
 OZ0234'CORRUGATED METAL PIPE CULVERT, 39 1/2 FEET NORTH OF THE CENTER LINE OF
 OZ0234'THE HIGHWAY, 2.5 FEET WEST OF A WITNESS POST, 0.7 FOOT NORTH OF A
 OZ0234'FENCE, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 OZ0234'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OZ0234
 OZ0234                          STATION RECOVERY (1981)
 OZ0234
 OZ0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0462 ***********************************************************************
 PY0462  DESIGNATION -  7
 PY0462  PID         -  PY0462
 PY0462  STATE/COUNTY-  ID/FREMONT
 PY0462  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0462
 PY0462                         *CURRENT SURVEY CONTROL
 PY0462  ___________________________________________________________________
 PY0462* NAD 83(1986)-  44 11 27.     (N)    111 19 10.     (W)     SCALED    
 PY0462* NAVD 88     -      1819.493  (meters)    5969.45   (feet)  POSTED    
 PY0462  ___________________________________________________________________
 PY0462  GEOID HEIGHT-          -9.97  (meters)                     GEOID03
 PY0462  DYNAMIC HT  -        1818.470 (meters)    5966.10  (feet)  COMP
 PY0462  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 PY0462
 PY0462  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0462
 PY0462.The horizontal coordinates were scaled from a topographic map and have
 PY0462.an estimated accuracy of +/- 6 seconds.
 PY0462
 PY0462.The orthometric height was determined by differential leveling
 PY0462.and adjusted by the National Geodetic Survey in 1992..
 PY0462.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0462.rate of 0.0 thru 1.0 mm/km.
 PY0462
 PY0462.The geoid height was determined by GEOID03.
 PY0462
 PY0462.The dynamic height is computed by dividing the NAVD 88
 PY0462.geopotential number by the normal gravity value computed on the
 PY0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0462.degrees latitude (g = 980.6199 gals.).
 PY0462
 PY0462.The modeled gravity was interpolated from observed gravity values.
 PY0462
 PY0462;                    North         East    Units  Estimated Accuracy
 PY0462;SPC ID E     -   280,750.      267,730.      MT  (+/- 180 meters Scaled)
 PY0462
 PY0462                          SUPERSEDED SURVEY CONTROL
 PY0462
 PY0462  NGVD 29 (??/??/92) 1818.314  (m)         5965.59   (f) ADJ UNCH    2 0
 PY0462
 PY0462.Superseded values are not recommended for survey control.
 PY0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0462.See file dsdata.txt to determine how the superseded data were derived.
 PY0462
 PY0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP744931(NAD 83)
 PY0462_MARKER: DD = SURVEY DISK
 PY0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0462_SP_SET: CULVERT
 PY0462_STAMPING: 7 5963.06 1932
 PY0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0462
 PY0462  HISTORY     - Date     Condition        Report By
 PY0462  HISTORY     - 1932     MONUMENTED       BPR
 PY0462
 PY0462                          STATION DESCRIPTION
 PY0462
 PY0462'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 PY0462'15.9 MI N FROM ASHTON.
 PY0462'15.9 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0462'1.1 MILES NORTH OF A ROAD LEADING WEST TO GRAND VIEW POINT, 0.4 MILE
 PY0462'SOUTH OF A ROAD LEADING WEST TO BIG FALLS, 15 FEET NORTHEAST OF THE
 PY0462'HIGHWAY, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE
 PY0462'CENTER OF THE TOP OF A ROCK HEAD WALL OF A HIGHWAY CULVERT.  A UNITED
 PY0462'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 7 5963.06 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0417 ***********************************************************************
 RZ0417  DESIGNATION -  7
 RZ0417  PID         -  RZ0417
 RZ0417  STATE/COUNTY-  ID/LATAH
 RZ0417  USGS QUAD   -  TROY (1975)
 RZ0417
 RZ0417                         *CURRENT SURVEY CONTROL
 RZ0417  ___________________________________________________________________
 RZ0417* NAD 83(1986)-  46 43 42.     (N)    116 47 47.     (W)     SCALED    
 RZ0417* NAVD 88     -       831.652  (meters)    2728.51   (feet)  ADJUSTED  
 RZ0417  ___________________________________________________________________
 RZ0417  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 RZ0417  DYNAMIC HT  -         831.591 (meters)    2728.31  (feet)  COMP
 RZ0417  MODELED GRAV-     980,513.1   (mgal)                       NAVD 88
 RZ0417
 RZ0417  VERT ORDER  -  SECOND    CLASS 0
 RZ0417
 RZ0417.The horizontal coordinates were scaled from a topographic map and have
 RZ0417.an estimated accuracy of +/- 6 seconds.
 RZ0417
 RZ0417.The orthometric height was determined by differential leveling
 RZ0417.and adjusted by the National Geodetic Survey in June 1991..
 RZ0417
 RZ0417.The geoid height was determined by GEOID03.
 RZ0417
 RZ0417.The dynamic height is computed by dividing the NAVD 88
 RZ0417.geopotential number by the normal gravity value computed on the
 RZ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0417.degrees latitude (g = 980.6199 gals.).
 RZ0417
 RZ0417.The modeled gravity was interpolated from observed gravity values.
 RZ0417
 RZ0417;                    North         East    Units  Estimated Accuracy
 RZ0417;SPC ID W     -   562,930.      720,020.      MT  (+/- 180 meters Scaled)
 RZ0417
 RZ0417                          SUPERSEDED SURVEY CONTROL
 RZ0417
 RZ0417  NGVD 29 (??/??/92)  830.554  (m)         2724.91   (f) ADJ UNCH    2 0
 RZ0417
 RZ0417.Superseded values are not recommended for survey control.
 RZ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0417.See file dsdata.txt to determine how the superseded data were derived.
 RZ0417
 RZ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM155749(NAD 83)
 RZ0417_MARKER: DD = SURVEY DISK
 RZ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0417_STAMPING: NO 7
 RZ0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0417+STABILITY: SURFACE MOTION
 RZ0417
 RZ0417  HISTORY     - Date     Condition        Report By
 RZ0417  HISTORY     - UNK      MONUMENTED       IDPWD
 RZ0417  HISTORY     - 1952     GOOD             NGS
 RZ0417
 RZ0417                          STATION DESCRIPTION
 RZ0417
 RZ0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0417'1.7 MI W FROM TROY.
 RZ0417'1.7 MILES WEST ALONG STATE HIGHWAY 8 FROM THE BANK BUILDING AT TROY,
 RZ0417'AT THE INTERSECTION OF A GRAVEL ROAD, 70 1/2 FEET NORTH OF THE CENTER
 RZ0417'LINE OF THE HIGHWAY, 51 FEET WEST OF THE CENTER LINE OF THE ROAD, 33.5
 RZ0417'FEET NORTHWEST OF THE WEST END OF AN 18-INCH CORRUGATED METAL PIPE
 RZ0417'CULVERT UNDER THE ROAD, 1 1/2 FEET NORTH OF A TELEPHONE POLE, 1.4 FEET
 RZ0417'WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET
 RZ0417'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0462 ***********************************************************************
 OZ0462  DESIGNATION -  7
 OZ0462  PID         -  OZ0462
 OZ0462  STATE/COUNTY-  ID/ELMORE
 OZ0462  USGS QUAD   -  PINE (1973)
 OZ0462
 OZ0462                         *CURRENT SURVEY CONTROL
 OZ0462  ___________________________________________________________________
 OZ0462* NAD 83(1986)-  43 28 18.     (N)    115 18 36.     (W)     SCALED    
 OZ0462* NAVD 88     -      1290.369  (meters)    4233.49   (feet)  ADJUSTED  
 OZ0462  ___________________________________________________________________
 OZ0462  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 OZ0462  DYNAMIC HT  -        1289.683 (meters)    4231.23  (feet)  COMP
 OZ0462  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 OZ0462
 OZ0462  VERT ORDER  -  SECOND    CLASS 0
 OZ0462
 OZ0462.The horizontal coordinates were scaled from a topographic map and have
 OZ0462.an estimated accuracy of +/- 6 seconds.
 OZ0462
 OZ0462.The orthometric height was determined by differential leveling
 OZ0462.and adjusted by the National Geodetic Survey in June 1991..
 OZ0462
 OZ0462.The geoid height was determined by GEOID03.
 OZ0462
 OZ0462.The dynamic height is computed by dividing the NAVD 88
 OZ0462.geopotential number by the normal gravity value computed on the
 OZ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0462.degrees latitude (g = 980.6199 gals.).
 OZ0462
 OZ0462.The modeled gravity was interpolated from observed gravity values.
 OZ0462
 OZ0462;                    North         East    Units  Estimated Accuracy
 OZ0462;SPC ID W     -   200,590.      835,600.      MT  (+/- 180 meters Scaled)
 OZ0462
 OZ0462                          SUPERSEDED SURVEY CONTROL
 OZ0462
 OZ0462  NGVD 29 (??/??/92) 1289.298  (m)         4229.97   (f) ADJ UNCH    2 0
 OZ0462
 OZ0462.Superseded values are not recommended for survey control.
 OZ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0462.See file dsdata.txt to determine how the superseded data were derived.
 OZ0462
 OZ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ366145(NAD 83)
 OZ0462_MARKER: DD = SURVEY DISK
 OZ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0462+STABILITY: SURFACE MOTION
 OZ0462
 OZ0462  HISTORY     - Date     Condition        Report By
 OZ0462  HISTORY     - UNK      MONUMENTED       BOR
 OZ0462  HISTORY     - 1950     GOOD             NGS
 OZ0462
 OZ0462                          STATION DESCRIPTION
 OZ0462
 OZ0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0462'1.0 MI S FROM PINE.
 OZ0462'1.0 MILE SOUTH ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0462'PINE, ABOUT 50 YARDS NORTHEAST OF THE SUMMIT OF A GRADE, 56 FEET EAST
 OZ0462'OF THE APPROXIMATE CENTER OF THE ROAD, 36.5 FEET NORTHWEST OF A PINE
 OZ0462'TREE, 11 FEET WEST OF THE TOP OF A HIGH STEEP BANK, 1.2 FEET EAST OF A
 OZ0462'RED AND WHITE PAINTED STEEL ROD, 2.7 FEET NORTH OF A WITNESS POST,
 OZ0462'ABOUT 6 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OZ0462'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1196 ***********************************************************************
 OY1196  DESIGNATION -  7
 OY1196  PID         -  OY1196
 OY1196  STATE/COUNTY-  ID/BUTTE
 OY1196  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1196
 OY1196                         *CURRENT SURVEY CONTROL
 OY1196  ___________________________________________________________________
 OY1196* NAD 83(1986)-  43 31 39.     (N)    112 56 50.     (W)     SCALED    
 OY1196* NAVD 88     -      1503.875  (meters)    4933.96   (feet)  ADJUSTED  
 OY1196  ___________________________________________________________________
 OY1196  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 OY1196  DYNAMIC HT  -        1503.078 (meters)    4931.35  (feet)  COMP
 OY1196  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 OY1196
 OY1196  VERT ORDER  -  FIRST     CLASS II
 OY1196
 OY1196.The horizontal coordinates were scaled from a topographic map and have
 OY1196.an estimated accuracy of +/- 6 seconds.
 OY1196
 OY1196.The orthometric height was determined by differential leveling
 OY1196.and adjusted by the National Geodetic Survey in December 1992..
 OY1196
 OY1196.The geoid height was determined by GEOID03.
 OY1196
 OY1196.The dynamic height is computed by dividing the NAVD 88
 OY1196.geopotential number by the normal gravity value computed on the
 OY1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1196.degrees latitude (g = 980.6199 gals.).
 OY1196
 OY1196.The modeled gravity was interpolated from observed gravity values.
 OY1196
 OY1196;                    North         East    Units  Estimated Accuracy
 OY1196;SPC ID C     -   207,240.      585,100.      MT  (+/- 180 meters Scaled)
 OY1196
 OY1196                          SUPERSEDED SURVEY CONTROL
 OY1196
 OY1196  NGVD 29 (08/20/92) 1502.817  (m)         4930.49   (f) ADJUSTED    1 2
 OY1196
 OY1196.Superseded values are not recommended for survey control.
 OY1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1196.See file dsdata.txt to determine how the superseded data were derived.
 OY1196
 OY1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP426212(NAD 83)
 OY1196_MARKER: DD = SURVEY DISK
 OY1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY1196_SP_SET: CONCRETE POST
 OY1196_STAMPING: 7
 OY1196_MARK LOGO: AEC   
 OY1196_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1196+STABILITY: SURFACE MOTION
 OY1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1196+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 OY1196
 OY1196  HISTORY     - Date     Condition        Report By
 OY1196  HISTORY     - UNK      MONUMENTED       AEC
 OY1196  HISTORY     - 19920610 GOOD             NGS
 OY1196
 OY1196                          STATION DESCRIPTION
 OY1196
 OY1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1196'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1196'OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI) NORTHEASTERLY
 OY1196'ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI) EASTERLY ALONG
 OY1196'WEST PORTLAND AVENUE, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG LINCOLN
 OY1196'BOULEVARD, NEAR THE CENTER OF A 6 BY 6-FOOT WOODEN FENCE, 45.7 M
 OY1196'(149.9 FT) NORTH OF THE CENTER OF WYOMING AVENUE, 18.2 M (59.7 FT)
 OY1196'SOUTH OF A UTILITY POLE WITH 2 GUY CABLES, AND 11.6 M (38.1 FT) WEST
 OY1196'OF THE CENTER OF LINCOLN BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1321 ***********************************************************************
 QB1321  DESIGNATION -  7 137 C
 QB1321  PID         -  QB1321
 QB1321  STATE/COUNTY-  ID/WASHINGTON
 QB1321  USGS QUAD   -  MIDVALE HILL (1987)
 QB1321
 QB1321                         *CURRENT SURVEY CONTROL
 QB1321  ___________________________________________________________________
 QB1321* NAD 83(1992)-  44 26 14.08388(N)    116 48 28.44400(W)     ADJUSTED  
 QB1321* NAVD 88     -      1110.9    (meters)    3645.     (feet)  VERTCON   
 QB1321  ___________________________________________________________________
 QB1321  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 QB1321  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 QB1321
 QB1321  HORZ ORDER  -  FIRST
 QB1321
 QB1321.The horizontal coordinates were established by classical geodetic methods
 QB1321.and adjusted by the National Geodetic Survey in July 1992..
 QB1321
 QB1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1321
 QB1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1321
 QB1321.The geoid height was determined by GEOID03.
 QB1321
 QB1321;                    North         East     Units Scale Factor Converg.
 QB1321;SPC ID W     -   308,317.901   715,780.906   MT  1.00002053   -0 44 26.6
 QB1321;UTM  11      - 4,920,456.547   515,287.802   MT  0.99960287   +0 08 04.2
 QB1321
 QB1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1321!SPC ID W     -   0.99982843  x   1.00002053  =   0.99984895
 QB1321!UTM  11      -   0.99982843  x   0.99960287  =   0.99943137
 QB1321
 QB1321:                Primary Azimuth Mark                     Grid Az
 QB1321:SPC ID W     -  HWY 95 STA 943+37.90 PS                  005 44 26.2
 QB1321:UTM  11      -  HWY 95 STA 943+37.90 PS                  004 51 55.4
 QB1321
 QB1321|---------------------------------------------------------------------|
 QB1321| PID    Reference Object                     Distance      Geod. Az  |
 QB1321|                                                           dddmmss.s |
 QB1321| CD4168 HWY 95 STA 943+37.90 PS                            0045959.6 |
 QB1321| QB1295 MIDVALE WATER TANK                  APPROX. 7.0 KM 0582759.3 |
 QB1321| QB1323 7 137 C RM 1                          4.823 METERS 23900     |
 QB1321| QB1322 7 137 C RM 2                          4.157 METERS 32623     |
 QB1321|---------------------------------------------------------------------|
 QB1321
 QB1321                          SUPERSEDED SURVEY CONTROL
 QB1321
 QB1321  NAD 83(1991)-  44 26 14.08410(N)    116 48 28.44309(W) AD(       ) 1
 QB1321  NAD 83(1986)-  44 26 14.08417(N)    116 48 28.44315(W) AD(       ) 1
 QB1321  NAD 27      -  44 26 14.50016(N)    116 48 24.85015(W) AD(       ) 1
 QB1321  NGVD 29 (07/19/86) 1109.9    (m)         3641.     (f) VERT ANG       
 QB1321
 QB1321.Superseded values are not recommended for survey control.
 QB1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1321.See file dsdata.txt to determine how the superseded data were derived.
 QB1321
 QB1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1528820457(NAD 83)
 QB1321_MARKER: DD = SURVEY DISK
 QB1321_SETTING: 80 = SET IN A BOULDER
 QB1321_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QB1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1321+STABILITY: SURFACE MOTION
 QB1321
 QB1321  HISTORY     - Date     Condition        Report By
 QB1321  HISTORY     - 1952     MONUMENTED       USGS
 QB1321  HISTORY     - 1954     GOOD             USGS
 QB1321  HISTORY     - 1966     GOOD             CGS
 QB1321
 QB1321                          STATION DESCRIPTION
 QB1321
 QB1321'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QB1321'RECOVERED BY USGS IN 1954.  THE STATION MARK AND REFERENCE MARKS WERE
 QB1321'SET ON THE 1952 LOCATIONS.
 QB1321'
 QB1321'STATION MARK--A U.S. GEOLOGICAL SURVEY STATION MARK DISK, STAMPED---,
 QB1321'---7-137C---, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER PROJECTING
 QB1321'ABOUT 6 IN. ABOVE THE GROUND.
 QB1321
 QB1321                          STATION RECOVERY (1966)
 QB1321
 QB1321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1321'STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF MIDVALE, ON
 QB1321'THE NORTH END OF THE HIGHEST PART OF A BUTTE WHICH IS ABOUT
 QB1321'0.15 MILE SOUTHEAST OF U.S. HIGHWAY 95.
 QB1321'
 QB1321'TO REACH FROM THE MAIN INTERSECTION IN MIDVALE, GO SOUTH AND
 QB1321'WEST ON U.S. HIGHWAY 95 FOR 4.3 MILES TO THE AZIMUTH MARK
 QB1321'ON THE RIGHT, CONTINUE ON THE HIGHWAY FOR 0.9 MILE TO A SIDE
 QB1321'ROAD LEFT AND WIRE GATE, TURN LEFT, PASS THROUGH THE GATE,
 QB1321'THEN LEFT ON OLD HIGHWAY FOR 0.3 MILE TO A DIM TRACK ROAD
 QB1321'RIGHT, TURN RIGHT AND GO EAST AND NORTH ON THE TRACK ROAD
 QB1321'FOR 0.3 MILE TO THE END OF TRUCK TRAVEL.  PACK EASTERLY UP
 QB1321'STEEP HILL TO THE TOP OF THE BUTTE AND THE STATION ON THE
 QB1321'NORTHWEST PART OF THE BUTTE.  10-MINUTE PACK.
 QB1321'
 QB1321'STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK,
 QB1321'STAMPED 7-137C, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER
 QB1321'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 46 FEET
 QB1321'EAST OF THE WEST EDGE OF THE BUTTE, 32 FEET SOUTH OF THE
 QB1321'NORTH EDGE OF THE BUTTE AND 150 FEET SOUTH OF A LARGE M PAINTED
 QB1321'ON THE ROCKS.
 QB1321'
 QB1321'REFERENCE MARK 1 IS A COPPER NAIL AND WASHER, CEMENTED IN A
 QB1321'DRILL HOLE IN A LARGE BOULDER AND IS ABOUT THE SAME ELEVATION
 QB1321'AS THE STATION.  IT IS STAMPED U.S.G.S. BM AND IS 31 FEET
 QB1321'EAST OF THE WEST EDGE OF THE BUTTE.
 QB1321'
 QB1321'REFERENCE MARK 2 IS A COPPER NAIL AND WASHER, STAMPED U.S.G.S.
 QB1321'BM, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 QB1321'3 FEET ABOVE THE GROUND.  IT IS 47 FEET SOUTH OF THE NORTH
 QB1321'EDGE OF THE BUTTE.
 QB1321'
 QB1321'AZIMUTH MARK IS A STATE OF IDAHO MARKER, STAMPED PS 943+37.90
 QB1321'80, SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 QB1321'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 76 FEET NORTH-NORTHWEST
 QB1321'OF THE CENTER OF U.S. HIGHWAY 95, 1 FOOT SOUTH-SOUTHWEST
 QB1321'OF A METAL BRACE POST IN A FENCE, 6 INCHES SOUTH-SOUTHEAST OF
 QB1321'THE FENCE AND ABOUT 10 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1323 ***********************************************************************
 QB1323  DESIGNATION -  7 137 C RM 1
 QB1323  PID         -  QB1323
 QB1323  STATE/COUNTY-  ID/WASHINGTON
 QB1323  USGS QUAD   -  MIDVALE HILL (1987)
 QB1323
 QB1323                         *CURRENT SURVEY CONTROL
 QB1323  ___________________________________________________________________
 QB1323* NAD 83(1992)-  44 26 14.00340(N)    116 48 28.63092(W)     ADJUSTED  
 QB1323* NAVD 88     -      1111.     (meters)    3645.     (feet)  SCALED    
 QB1323  ___________________________________________________________________
 QB1323  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 QB1323  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 QB1323
 QB1323  HORZ ORDER  -  SECOND
 QB1323
 QB1323.The horizontal coordinates were established by classical geodetic methods
 QB1323.and adjusted by the National Geodetic Survey in July 1992..
 QB1323
 QB1323.The orthometric height was scaled from a topographic map.
 QB1323
 QB1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1323
 QB1323.The geoid height was determined by GEOID03.
 QB1323
 QB1323;                    North         East     Units Scale Factor Converg.
 QB1323;SPC ID W     -   308,315.471   715,776.740   MT  1.00002054   -0 44 26.7
 QB1323;UTM  11      - 4,920,454.054   515,283.675   MT  0.99960287   +0 08 04.0
 QB1323
 QB1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1323!SPC ID W     -   0.99982841  x   1.00002054  =   0.99984895
 QB1323!UTM  11      -   0.99982841  x   0.99960287  =   0.99943135
 QB1323
 QB1323                          SUPERSEDED SURVEY CONTROL
 QB1323
 QB1323  NAD 83(1991)-  44 26 14.00362(N)    116 48 28.63001(W) AD(       ) 2
 QB1323  NAD 83(1986)-  44 26 14.00369(N)    116 48 28.63007(W) AD(       ) 2
 QB1323  NAD 27      -  44 26 14.41971(N)    116 48 25.03699(W) AD(       ) 2
 QB1323
 QB1323.Superseded values are not recommended for survey control.
 QB1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1323.See file dsdata.txt to determine how the superseded data were derived.
 QB1323
 QB1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1528420454(NAD 83)
 QB1323
 QB1323  HISTORY     - Date     Condition        Report By
 QB1323  HISTORY     - 1966     MONUMENTED       CGS
 QB1323
 QB1323                          STATION DESCRIPTION
 QB1323
 QB1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QB1323'SEE STATION 7-137C USGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1322 ***********************************************************************
 QB1322  DESIGNATION -  7 137 C RM 2
 QB1322  PID         -  QB1322
 QB1322  STATE/COUNTY-  ID/WASHINGTON
 QB1322  USGS QUAD   -  MIDVALE HILL (1987)
 QB1322
 QB1322                         *CURRENT SURVEY CONTROL
 QB1322  ___________________________________________________________________
 QB1322* NAD 83(1992)-  44 26 14.19603(N)    116 48 28.54809(W)     ADJUSTED  
 QB1322* NAVD 88     -      1111.     (meters)    3645.     (feet)  SCALED    
 QB1322  ___________________________________________________________________
 QB1322  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 QB1322  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 QB1322
 QB1322  HORZ ORDER  -  SECOND
 QB1322
 QB1322.The horizontal coordinates were established by classical geodetic methods
 QB1322.and adjusted by the National Geodetic Survey in July 1992..
 QB1322
 QB1322.The orthometric height was scaled from a topographic map.
 QB1322
 QB1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1322
 QB1322.The geoid height was determined by GEOID03.
 QB1322
 QB1322;                    North         East     Units Scale Factor Converg.
 QB1322;SPC ID W     -   308,321.392   715,778.648   MT  1.00002053   -0 44 26.6
 QB1322;UTM  11      - 4,920,460.002   515,285.492   MT  0.99960287   +0 08 04.1
 QB1322
 QB1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1322!SPC ID W     -   0.99982841  x   1.00002053  =   0.99984894
 QB1322!UTM  11      -   0.99982841  x   0.99960287  =   0.99943135
 QB1322
 QB1322                          SUPERSEDED SURVEY CONTROL
 QB1322
 QB1322  NAD 83(1991)-  44 26 14.19626(N)    116 48 28.54718(W) AD(       ) 2
 QB1322  NAD 83(1986)-  44 26 14.19632(N)    116 48 28.54724(W) AD(       ) 2
 QB1322  NAD 27      -  44 26 14.61227(N)    116 48 24.95420(W) AD(       ) 2
 QB1322
 QB1322.Superseded values are not recommended for survey control.
 QB1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1322.See file dsdata.txt to determine how the superseded data were derived.
 QB1322
 QB1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1528520460(NAD 83)
 QB1322
 QB1322  HISTORY     - Date     Condition        Report By
 QB1322  HISTORY     - 1966     MONUMENTED       CGS
 QB1322
 QB1322                          STATION DESCRIPTION
 QB1322
 QB1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QB1322'SEE STATION 7-137 C USGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1357 ***********************************************************************
 QB1357  DESIGNATION -  7 86 C
 QB1357  PID         -  QB1357
 QB1357  STATE/COUNTY-  ID/WASHINGTON
 QB1357  USGS QUAD   -  HOPPER CREEK (1987)
 QB1357
 QB1357                         *CURRENT SURVEY CONTROL
 QB1357  ___________________________________________________________________
 QB1357* NAD 83(1992)-  44 30 17.76126(N)    116 50 37.82309(W)     ADJUSTED  
 QB1357* NAVD 88     -      1332.2    (meters)    4371.     (feet)  VERTCON   
 QB1357  ___________________________________________________________________
 QB1357  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 QB1357  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 QB1357
 QB1357  HORZ ORDER  -  THIRD
 QB1357
 QB1357.The horizontal coordinates were established by classical geodetic methods
 QB1357.and adjusted by the National Geodetic Survey in July 1992..
 QB1357
 QB1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1357
 QB1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1357
 QB1357.The geoid height was determined by GEOID03.
 QB1357
 QB1357;                    North         East     Units Scale Factor Converg.
 QB1357;SPC ID W     -   315,876.651   713,020.439   MT  1.00002634   -0 46 00.5
 QB1357;UTM  11      - 4,927,969.059   512,413.342   MT  0.99960189   +0 06 34.1
 QB1357
 QB1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1357!SPC ID W     -   0.99979372  x   1.00002634  =   0.99982005
 QB1357!UTM  11      -   0.99979372  x   0.99960189  =   0.99939569
 QB1357
 QB1357:                Primary Azimuth Mark                     Grid Az
 QB1357:SPC ID W     -  7 137 C                                  159 56 17.5
 QB1357:UTM  11      -  7 137 C                                  159 03 42.9
 QB1357
 QB1357|---------------------------------------------------------------------|
 QB1357| PID    Reference Object                     Distance      Geod. Az  |
 QB1357|                                                           dddmmss.s |
 QB1357| QB1321 7 137 C                             APPROX. 8.0 KM 1591017.0 |
 QB1357|---------------------------------------------------------------------|
 QB1357
 QB1357                          SUPERSEDED SURVEY CONTROL
 QB1357
 QB1357  NAD 83(1991)-  44 30 17.76243(N)    116 50 37.81765(W) AD(       ) 3
 QB1357  NAD 83(1986)-  44 30 17.76168(N)    116 50 37.81759(W) AD(       ) 3
 QB1357  NGVD 29 (11/15/90) 1331.1    (m)         4367.     (f) VERT ANG       
 QB1357
 QB1357.Superseded values are not recommended for survey control.
 QB1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1357.See file dsdata.txt to determine how the superseded data were derived.
 QB1357
 QB1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1241327969(NAD 83)
 QB1357_MARKER: DD = SURVEY DISK
 QB1357_SETTING: 80 = SET IN A BOULDER
 QB1357_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QB1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1357+STABILITY: SURFACE MOTION
 QB1357
 QB1357  HISTORY     - Date     Condition        Report By
 QB1357  HISTORY     - 1952     MONUMENTED       USGS
 QB1357  HISTORY     - 1954     GOOD             USGS
 QB1357
 QB1357                          STATION DESCRIPTION
 QB1357
 QB1357'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QB1357'LOCATED ABOUT 6.0 MI. WNW. OF MIDVALE, ON A FAIRLY HIGH BARREN HILL.
 QB1357'
 QB1357'STATION MARK--1 IN. DRILL HOLE IN BOULDER.
 QB1357'
 QB1357'REFERENCE MARK NO. 1--CHISELED CROSS ON BOULDER, 20.1 FT. FROM STATION
 QB1357'MARK IN AZIMUTH 47 DEGREES 34 MINUTES.
 QB1357'
 QB1357'REFERENCE MARK NO. 2--CHISELED CROSS ON BOULDER, 18.1 FT. FROM STATION
 QB1357'MARK IN AZIMUTH 155 DEGREES 17 MINUTES.
 QB1357'
 QB1357'NOTE BY USGS, 1954--LOCATED ABOUT 10.0 MI. SW. OF CAMBRIDGE AND 6.0
 QB1357'MI. NW. OF MIDVALE, 1.0 MI. S. OF KEITHLEY CREEK ON A ROUND BARREN
 QB1357'TOP WHICH IS THE HIGHEST IN VICINITY.
 QB1357'
 QB1357'TO REACH FROM MAIN STREET INTERSECTION IN MIDVALE, DRIVE N. ONE BLOCK,
 QB1357'TURN LEFT AND FOLLOW KEITHLEY CREEK ROAD FOR 2.3 MI. TO T-RD., TURN
 QB1357'LEFT FOR 0.4 MI. TO RD. FORKS, CONTINUE STRAIGHT AHEAD FOR 0.5 MI. TO
 QB1357'CROSSROADS, TURN RIGHT 1.8 MI. TO T-RD., TURN RIGHT 0.6 MI. TO T-RD.,
 QB1357'TURN LEFT AND FOLLOW MAIN TRAVELED RD. 4.2 MI. TO CATTLEGUARD AND
 QB1357'GATE.  CROSS CREEK AND PACK SE. UP RIDGE TO STATION ON FIRST TOP
 QB1357'BEYOND SADDLE.  A 50 MINUTE PACK.
 QB1357'
 QB1357'STATION MARK--STANDARD TABLET STAMPED---7-86C 1952---, CEMENTED IN
 QB1357'OUTCROPPING BOULDER.
 QB1357'
 QB1357'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 QB1357'1954---, CEMENTED IN BOULDER OUTCROPPING, 20.07 FT. FROM STATION MARK
 QB1357'IN AZIMUTH 47 DEGREES 30 MINUTES.
 QB1357'
 QB1357'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 QB1357'1954---, CEMENTED IN LARGE BOULDER OUTCROP, 43.10 FT. FROM STATION
 QB1357'MARK IN AZIMUTH 139 DEGREES 55 MINUTES.
 QB1357
 QB1357                          STATION RECOVERY (1954)
 QB1357
 QB1357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QB1357'LOCATED ABOUT 6.0 MI. WNW. OF MIDVALE, ON A FAIRLY HIGH BARREN HILL.
 QB1357'
 QB1357'STATION MARK--1 IN. DRILL HOLE IN BOULDER.
 QB1357'
 QB1357'REFERENCE MARK NO. 1--CHISELED CROSS ON BOULDER, 20.1 FT. FROM STATION
 QB1357'MARK 47 DEGREES 34 MINUTES SW.
 QB1357'
 QB1357'REFERENCE MARK NO. 2--CHISELED CROSS ON BOULDER, 18.1 FT. FROM STATION
 QB1357'MARK 24 DEGREES 43 MINUTES NW.
 QB1357'
 QB1357'LIST OF USGS, 1954--LOCATED ABOUT 10.0 MI. SW. OF CAMBRIDGE AND 6.0
 QB1357'MI. NW. OF MIDVALE, 1.0 MI. S. OF KEITHLEY CREEK ON A ROUND BARREN
 QB1357'TOP WHICH IS THE HIGHEST IN VICINITY.
 QB1357'
 QB1357'TO REACH FROM MAIN STREET INTERSECTION IN MIDVALE, DRIVE N. ONE BLOCK,
 QB1357'TURN LEFT AND FOLLOW KEITHLEY CREEK ROAD FOR 2.3 MI. TO T-RD., TURN
 QB1357'LEFT FOR 0.4 MI. TO RD. FORKS, CONTINUE STRAIGHT AHEAD FOR 0.5 MI. TO
 QB1357'CROSSROADS, TURN RIGHT 1.8 MI. TO T-RD., TURN RIGHT 0.6 MI. TO T-RD.,
 QB1357'TURN LEFT AND FOLLOW MAIN TRAVELED RD. 4.2 MI. TO CATTLEGUARD AND
 QB1357'GATE.  CROSS CREEK AND PACK SE. UP RIDGE TO STATION ON FIRST TOP
 QB1357'BEYOND SADDLE.  A 50 MINUTE PACK.
 QB1357'
 QB1357'STATION MARK--STANDARD TABLET STAMPED---7-86C 1952---, CEMENTED IN
 QB1357'OUTCROPPING BOULDER.
 QB1357'
 QB1357'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 QB1357'1954---, CEMENTED IN BOULDER OUTCROPPING, 20.07 FT. FROM STATION MARK
 QB1357'47 DEGREES 30 MINUTES SW.
 QB1357'
 QB1357'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 QB1357'1954---, CEMENTED IN LARGE BOULDER OUTCROP, 43.10 FT. FROM STATION
 QB1357'MARK 40 DEGREES 05 MINUTES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0219 ***********************************************************************
 RA0219  DESIGNATION -  7 A
 RA0219  PID         -  RA0219
 RA0219  STATE/COUNTY-  ID/IDAHO
 RA0219  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0219
 RA0219                         *CURRENT SURVEY CONTROL
 RA0219  ___________________________________________________________________
 RA0219* NAD 83(1986)-  45 24 06.     (N)    116 06 19.     (W)     SCALED    
 RA0219* NAVD 88     -       571.157  (meters)    1873.87   (feet)  ADJUSTED  
 RA0219  ___________________________________________________________________
 RA0219  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 RA0219  DYNAMIC HT  -         571.004 (meters)    1873.37  (feet)  COMP
 RA0219  MODELED GRAV-     980,332.9   (mgal)                       NAVD 88
 RA0219
 RA0219  VERT ORDER  -  SECOND    CLASS 0
 RA0219
 RA0219.The horizontal coordinates were scaled from a topographic map and have
 RA0219.an estimated accuracy of +/- 6 seconds.
 RA0219
 RA0219.The orthometric height was determined by differential leveling
 RA0219.and adjusted by the National Geodetic Survey in June 1991..
 RA0219
 RA0219.The geoid height was determined by GEOID03.
 RA0219
 RA0219.The dynamic height is computed by dividing the NAVD 88
 RA0219.geopotential number by the normal gravity value computed on the
 RA0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0219.degrees latitude (g = 980.6199 gals.).
 RA0219
 RA0219.The modeled gravity was interpolated from observed gravity values.
 RA0219
 RA0219;                    North         East    Units  Estimated Accuracy
 RA0219;SPC ID W     -   415,000.      772,190.      MT  (+/- 180 meters Scaled)
 RA0219
 RA0219                          SUPERSEDED SURVEY CONTROL
 RA0219
 RA0219  NGVD 29 (??/??/92)  570.065  (m)         1870.29   (f) ADJ UNCH    2 0
 RA0219
 RA0219.Superseded values are not recommended for survey control.
 RA0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0219.See file dsdata.txt to determine how the superseded data were derived.
 RA0219
 RA0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL700279(NAD 83)
 RA0219_MARKER: DD = SURVEY DISK
 RA0219_SETTING: 80 = SET IN A BOULDER
 RA0219_SP_SET: BOULDER
 RA0219_STAMPING: 7 A 1938
 RA0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0219+STABILITY: SURFACE MOTION
 RA0219
 RA0219  HISTORY     - Date     Condition        Report By
 RA0219  HISTORY     - 1938     MONUMENTED       USGS
 RA0219  HISTORY     - 1945     GOOD             NGS
 RA0219
 RA0219                          STATION DESCRIPTION
 RA0219
 RA0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0219'4.15 MI W FROM FRENCH CREEK.
 RA0219'ALONG SALMON RIVER ROAD, 4.15 MILES WEST OF POST OFFICE AT FRENCH
 RA0219'CREEK, 0.55 MILE EAST OF SOUTH END OF MANNING BRIDGE, ON UPPER EDGE OF
 RA0219'ROCKY BAR, 35.0 FEET NORTH OF CENTERLINE OF ROAD, SET IN TOP OF
 RA0219'EMBEDDED BOULDER ABOUT 8 FEET BELOW ROAD AND ABOUT 1/2 FOOT ABOVE
 RA0219'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0603 ***********************************************************************
 QA0603  DESIGNATION -  7 A
 QA0603  PID         -  QA0603
 QA0603  STATE/COUNTY-  ID/VALLEY
 QA0603  USGS QUAD   -  FITSUM SUMMIT (1973)
 QA0603
 QA0603                         *CURRENT SURVEY CONTROL
 QA0603  ___________________________________________________________________
 QA0603* NAD 83(1986)-  44 58 39.     (N)    115 57 24.     (W)     SCALED    
 QA0603* NAVD 88     -      1700.281  (meters)    5578.34   (feet)  ADJUSTED  
 QA0603  ___________________________________________________________________
 QA0603  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 QA0603  DYNAMIC HT  -        1699.332 (meters)    5575.23  (feet)  COMP
 QA0603  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 QA0603
 QA0603  VERT ORDER  -  SECOND    CLASS 0
 QA0603
 QA0603.The horizontal coordinates were scaled from a topographic map and have
 QA0603.an estimated accuracy of +/- 6 seconds.
 QA0603
 QA0603.The orthometric height was determined by differential leveling
 QA0603.and adjusted by the National Geodetic Survey in June 1991..
 QA0603
 QA0603.The geoid height was determined by GEOID03.
 QA0603
 QA0603.The dynamic height is computed by dividing the NAVD 88
 QA0603.geopotential number by the normal gravity value computed on the
 QA0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0603.degrees latitude (g = 980.6199 gals.).
 QA0603
 QA0603.The modeled gravity was interpolated from observed gravity values.
 QA0603
 QA0603;                    North         East    Units  Estimated Accuracy
 QA0603;SPC ID W     -   367,830.      783,700.      MT  (+/- 180 meters Scaled)
 QA0603
 QA0603                          SUPERSEDED SURVEY CONTROL
 QA0603
 QA0603  NGVD 29 (??/??/92) 1698.908  (m)         5573.83   (f) ADJ UNCH    2 0
 QA0603
 QA0603.Superseded values are not recommended for survey control.
 QA0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0603.See file dsdata.txt to determine how the superseded data were derived.
 QA0603
 QA0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK822809(NAD 83)
 QA0603_MARKER: DD = SURVEY DISK
 QA0603_SETTING: 80 = SET IN A BOULDER
 QA0603_SP_SET: BOULDER
 QA0603_STAMPING: 7 A 1939
 QA0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0603+STABILITY: SURFACE MOTION
 QA0603
 QA0603  HISTORY     - Date     Condition        Report By
 QA0603  HISTORY     - 1939     MONUMENTED       USGS
 QA0603  HISTORY     - 1959     GOOD             NGS
 QA0603
 QA0603                          STATION DESCRIPTION
 QA0603
 QA0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QA0603'13.7 MI NE FROM MCCALL.
 QA0603'13.7 MILES NORTHEAST ALONG AN ASPHALT AND GRAVEL ROAD FROM THE
 QA0603'JUNCTION OF STATE HIGHWAY 15 AT MCCALL, 0.65 MILE SOUTH OF BLACK LEE
 QA0603'FOREST CAMP, ON THE EAST SLOPE OF A HILL, NEAR THE END OF A ROCKY
 QA0603'SLOPE, IN TOP OF A 5-BY 5-FOOT EMBEDDED GRANITE BOULDER WHICH PROJECTS
 QA0603'ABOUT 2 FEET ABOVE THE GROUND, 39 FEET WEST OF THE CENTER LINE OF THE
 QA0603'ROAD, 129 FEET SOUTH OF THE WEST END OF AN 18-INCH PIPE CULVERT UNDER
 QA0603'THE ROAD, 3.9 FEET WEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER
 QA0603'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0515 ***********************************************************************
 PY0515  DESIGNATION -  7 EAM
 PY0515  PID         -  PY0515
 PY0515  STATE/COUNTY-  ID/FREMONT
 PY0515  USGS QUAD   -  ISLAND PARK DAM (1964)
 PY0515
 PY0515                         *CURRENT SURVEY CONTROL
 PY0515  ___________________________________________________________________
 PY0515* NAD 83(1986)-  44 28 05.     (N)    111 25 36.     (W)     SCALED    
 PY0515* NAVD 88     -      1949.170  (meters)    6394.90   (feet)  POSTED    
 PY0515  ___________________________________________________________________
 PY0515  GEOID HEIGHT-          -9.30  (meters)                     GEOID03
 PY0515  DYNAMIC HT  -        1948.090 (meters)    6391.36  (feet)  COMP
 PY0515  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 PY0515
 PY0515  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0515
 PY0515.The horizontal coordinates were scaled from a topographic map and have
 PY0515.an estimated accuracy of +/- 6 seconds.
 PY0515
 PY0515.The orthometric height was determined by differential leveling
 PY0515.and adjusted by the National Geodetic Survey in 1992..
 PY0515.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0515.rate of 0.0 thru 1.0 mm/km.
 PY0515
 PY0515.The geoid height was determined by GEOID03.
 PY0515
 PY0515.The dynamic height is computed by dividing the NAVD 88
 PY0515.geopotential number by the normal gravity value computed on the
 PY0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0515.degrees latitude (g = 980.6199 gals.).
 PY0515
 PY0515.The modeled gravity was interpolated from observed gravity values.
 PY0515
 PY0515;                    North         East    Units  Estimated Accuracy
 PY0515;SPC ID E     -   311,470.      258,880.      MT  (+/- 180 meters Scaled)
 PY0515
 PY0515                          SUPERSEDED SURVEY CONTROL
 PY0515
 PY0515  NGVD 29 (??/??/92) 1947.895  (m)         6390.72   (f) ADJ UNCH    1 2
 PY0515
 PY0515.Superseded values are not recommended for survey control.
 PY0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0515.See file dsdata.txt to determine how the superseded data were derived.
 PY0515
 PY0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ660239(NAD 83)
 PY0515_MARKER: DD = SURVEY DISK
 PY0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0515_STAMPING: 7 EAM 6391
 PY0515_MARK LOGO: USGS  
 PY0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0515+STABILITY: SURFACE MOTION
 PY0515
 PY0515  HISTORY     - Date     Condition        Report By
 PY0515  HISTORY     - 1964     MONUMENTED       USGS
 PY0515  HISTORY     - 1967     GOOD             NGS
 PY0515  HISTORY     - 1983     GOOD             NGS
 PY0515
 PY0515                          STATION DESCRIPTION
 PY0515
 PY0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0515'6.85 MI SW FROM MACKS INN.
 PY0515'3.45 MILES SOUTH ALONG U.S. HIGHWAY 20 AND 191 FROM THE POST OFFICE AT
 PY0515'MACKS INN, THENCE 3.4 MILES WEST ALONG A ROAD, ON THE OUTSIDE OF A
 PY0515'CURVE, 0.25 MILE EAST OF THE JUNCTION OF STAMP MEADOWS ROAD, 0.2 MILE
 PY0515'EAST OF THE CROSSING OF MILL CREEK, ABOUT 100 FEET EAST OF A SMALL
 PY0515'CLEARING, 60 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.1 FEET
 PY0515'SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD,
 PY0515'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 PY0515'GROUND.
 PY0515
 PY0515                          STATION RECOVERY (1983)
 PY0515
 PY0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0476 ***********************************************************************
 NW0476  DESIGNATION -  7 EMH
 NW0476  PID         -  NW0476
 NW0476  STATE/COUNTY-  ID/OWYHEE
 NW0476  USGS QUAD   -  TRIANGLE RESERVOIR (1990)
 NW0476
 NW0476                         *CURRENT SURVEY CONTROL
 NW0476  ___________________________________________________________________
 NW0476* NAD 83(1986)-  42 45 41.     (N)    116 32 53.     (W)     SCALED    
 NW0476* NAVD 88     -      1812.992  (meters)    5948.12   (feet)  POSTED    
 NW0476  ___________________________________________________________________
 NW0476  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 NW0476  DYNAMIC HT  -        1811.800 (meters)    5944.21  (feet)  COMP
 NW0476  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 NW0476
 NW0476  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0476
 NW0476.The horizontal coordinates were scaled from a topographic map and have
 NW0476.an estimated accuracy of +/- 6 seconds.
 NW0476
 NW0476.The orthometric height was determined by differential leveling
 NW0476.and adjusted by the National Geodetic Survey in 1992..
 NW0476.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0476.rate of 0.0 thru 1.0 mm/km.
 NW0476
 NW0476.The geoid height was determined by GEOID03.
 NW0476
 NW0476.The dynamic height is computed by dividing the NAVD 88
 NW0476.geopotential number by the normal gravity value computed on the
 NW0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0476.degrees latitude (g = 980.6199 gals.).
 NW0476
 NW0476.The modeled gravity was interpolated from observed gravity values.
 NW0476
 NW0476;                    North         East    Units  Estimated Accuracy
 NW0476;SPC ID W     -   121,900.      734,680.      MT  (+/- 180 meters Scaled)
 NW0476
 NW0476                          SUPERSEDED SURVEY CONTROL
 NW0476
 NW0476.No superseded survey control is available for this station.
 NW0476
 NW0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH369344(NAD 83)
 NW0476_MARKER: DD = SURVEY DISK
 NW0476_SETTING: 66 = SET IN ROCK OUTCROP
 NW0476_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NW0476_STAMPING: 7 EMH 1972 5944
 NW0476_MARK LOGO: USGS  
 NW0476_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0476+STABILITY: POSITION/ELEVATION WELL
 NW0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0476+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0476
 NW0476  HISTORY     - Date     Condition        Report By
 NW0476  HISTORY     - 1972     MONUMENTED       USGS
 NW0476
 NW0476                          STATION DESCRIPTION
 NW0476
 NW0476'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0476'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0476'ROAD, THENCE 6.2 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, ABOUT 0.6
 NW0476'MILES SOUTHEAST OF A CATTLEGUARD, ABOUT 0.2 MILES SOUTHEAST OF A TRACK
 NW0476'ROAD EAST AND ABOUT 0.1 MILE SOUTHEAST OF A LONE JUNIPER TREE ON THE
 NW0476'SOUTH EDGE OF THE ROAD, 32 FEET SOUTHWEST AND ABOUT LEVEL WITH THE
 NW0476'ROAD, IN A ROCK OUTCROP PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1584 ***********************************************************************
 NU1584  DESIGNATION -  7 FMK
 NU1584  PID         -  NU1584
 NU1584  STATE/COUNTY-  ID/ONEIDA
 NU1584  USGS QUAD   -  GROVER CANYON (1968)
 NU1584
 NU1584                         *CURRENT SURVEY CONTROL
 NU1584  ___________________________________________________________________
 NU1584* NAD 83(1994)-  42 05 41.89830(N)    112 29 54.07047(W)     ADJUSTED  
 NU1584* NAVD 88     -      1527.1    (meters)    5010.     (feet)  VERTCON   
 NU1584  ___________________________________________________________________
 NU1584  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 NU1584  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NU1584
 NU1584  HORZ ORDER  -  THIRD
 NU1584  VERT ORDER  -  THIRD ? (See Below)
 NU1584
 NU1584.The horizontal coordinates were established by classical geodetic methods
 NU1584.and adjusted by the National Geodetic Survey in November 1997..
 NU1584
 NU1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1584.The vertical order pertains to the NGVD 29 superseded value.
 NU1584
 NU1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1584
 NU1584.The geoid height was determined by GEOID03.
 NU1584
 NU1584;                    North         East     Units Scale Factor Converg.
 NU1584;SPC ID E     -    47,622.998   172,561.871   MT  0.99995663   -0 13 20.5
 NU1584;UTM  12      - 4,661,407.137   376,093.206   MT  0.99978891   -1 00 16.4
 NU1584
 NU1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1584!SPC ID E     -   0.99976280  x   0.99995663  =   0.99971944
 NU1584!UTM  12      -   0.99976280  x   0.99978891  =   0.99955176
 NU1584
 NU1584:                Primary Azimuth Mark                     Grid Az
 NU1584:SPC ID E     -  SAM                                      093 29 30.1
 NU1584:UTM  12      -  SAM                                      094 16 26.0
 NU1584
 NU1584|---------------------------------------------------------------------|
 NU1584| PID    Reference Object                     Distance      Geod. Az  |
 NU1584|                                                           dddmmss.s |
 NU1584| NU1583 SAM                                 APPROX. 7.0 KM 0931609.6 |
 NU1584|---------------------------------------------------------------------|
 NU1584
 NU1584                          SUPERSEDED SURVEY CONTROL
 NU1584
 NU1584  NAD 83(1992)-  42 05 41.89381(N)    112 29 54.06219(W) AD(       ) 3
 NU1584  NAD 83(1986)-  42 05 41.89375(N)    112 29 54.05933(W) AD(       ) 3
 NU1584  NAD 27      -  42 05 42.18198(N)    112 29 51.16360(W) AD(       ) 3
 NU1584  NGVD 29 (07/19/86) 1526.0    (m)         5007.     (f) LEVELING    3  
 NU1584
 NU1584.Superseded values are not recommended for survey control.
 NU1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1584.See file dsdata.txt to determine how the superseded data were derived.
 NU1584
 NU1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM7609361407(NAD 83)
 NU1584_MARKER: DB = BENCH MARK DISK
 NU1584_SETTING: 0 = UNSPECIFIED SETTING
 NU1584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1584
 NU1584  HISTORY     - Date     Condition        Report By
 NU1584  HISTORY     - 1966     MONUMENTED       USGS
 NU1584
 NU1584                          STATION DESCRIPTION
 NU1584
 NU1584'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NU1584'MALAD CITY, 6.5 MI. W. FROM POST OFFICE ALONG STATE HIGHWAY 37,
 NU1584'THENCE 1 MI. S., THENCE 9.7 MI. GENERALLY SW. TO X-RD., 138 FT. NE.
 NU1584'OF OLD SCHOOLHOUSE, 43 FT. NW. OF CENTERLINE OF X-RD., 7 FT. N. OF
 NU1584'FENCE CORNER, 1 FT. E. OF FENCE LINE, NEAR A WITNESS POST, TO
 NU1584'CONCRETE POST, STANDARD TABLET STAMPED---7 FMK 1966 5007---.
 NU1584'
 NU1584'LOCATED ABOUT 9.3 MI. (AIRLINE) SE. OF HOLBROOK, ABOUT 15 MI. SW.
 NU1584'OF MALAD CITY, IN THE NORTHWEST CORNER OF AN INTERSECTION, 1 FT. E.
 NU1584'OF A FENCE.
 NU1584'
 NU1584'TO REACH FROM MALAD CITY POST OFFICE, DRIVE 0.1 MI. S. ALONG
 NU1584'HIGHWAY 37, THENCE 9.7 MI. GENERALLY SW. ALONG HIGHWAY 37 AND RD. TO
 NU1584'POCATELLO VALLEY TO A X-RD. AND STATION.
 NU1584'
 NU1584'STATION MARK--A USGS BENCH MARK TABLET STAMPED---7 FMK 1966--- SET
 NU1584'IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0433 ***********************************************************************
 NW0433  DESIGNATION -  7 FMK
 NW0433  PID         -  NW0433
 NW0433  STATE/COUNTY-  ID/OWYHEE
 NW0433  USGS QUAD   -  STONEHOUSE CREEK (1990)
 NW0433
 NW0433                         *CURRENT SURVEY CONTROL
 NW0433  ___________________________________________________________________
 NW0433* NAD 83(1986)-  42 53 21.     (N)    116 54 29.     (W)     SCALED    
 NW0433* NAVD 88     -      1560.866  (meters)    5120.94   (feet)  POSTED    
 NW0433  ___________________________________________________________________
 NW0433  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 NW0433  DYNAMIC HT  -        1559.940 (meters)    5117.90  (feet)  COMP
 NW0433  MODELED GRAV-     979,973.2   (mgal)                       NAVD 88
 NW0433
 NW0433  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0433
 NW0433.The horizontal coordinates were scaled from a topographic map and have
 NW0433.an estimated accuracy of +/- 6 seconds.
 NW0433
 NW0433.The orthometric height was determined by differential leveling
 NW0433.and adjusted by the National Geodetic Survey in 1992..
 NW0433.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0433.rate of 1.1 thru 2.0 mm/km.
 NW0433
 NW0433.The geoid height was determined by GEOID03.
 NW0433
 NW0433.The dynamic height is computed by dividing the NAVD 88
 NW0433.geopotential number by the normal gravity value computed on the
 NW0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0433.degrees latitude (g = 980.6199 gals.).
 NW0433
 NW0433.The modeled gravity was interpolated from observed gravity values.
 NW0433
 NW0433;                    North         East    Units  Estimated Accuracy
 NW0433;SPC ID W     -   136,440.      705,410.      MT  (+/- 180 meters Scaled)
 NW0433
 NW0433                          SUPERSEDED SURVEY CONTROL
 NW0433
 NW0433  NGVD 29 (??/??/92) 1559.71   (m)         5117.1    (f) COMPUTED    2 0
 NW0433
 NW0433.Superseded values are not recommended for survey control.
 NW0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0433.See file dsdata.txt to determine how the superseded data were derived.
 NW0433
 NW0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH075485(NAD 83)
 NW0433_MARKER: DD = SURVEY DISK
 NW0433_SETTING: 66 = SET IN ROCK OUTCROP
 NW0433_SP_SET: ROCK OUTCROP
 NW0433_STAMPING: 7 FMK 1964
 NW0433_MARK LOGO: USGS  
 NW0433_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0433+STABILITY: POSITION/ELEVATION WELL
 NW0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0433+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0433
 NW0433  HISTORY     - Date     Condition        Report By
 NW0433  HISTORY     - 1964     MONUMENTED       USGS
 NW0433
 NW0433                          STATION DESCRIPTION
 NW0433
 NW0433'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0433'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0433'SOUTHEAST ALONG COUNTY ROAD, THENCE 7.0 MILES SOUTHEAST ALONG FLINT
 NW0433'CREEK ROAD, 100 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 20 FEET
 NW0433'NORTH OF A LONE JUNIPER TREE, 11 FEET SOUTH OF A WITNESS POST, IN THE
 NW0433'TOP OF A ROCK OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0071 ***********************************************************************
 TO0071  DESIGNATION -  7 M
 TO0071  PID         -  TO0071
 TO0071  STATE/COUNTY-  ID/BOUNDARY
 TO0071  USGS QUAD   -  CURLEY CREEK (1983)
 TO0071
 TO0071                         *CURRENT SURVEY CONTROL
 TO0071  ___________________________________________________________________
 TO0071* NAD 83(1986)-  48 38 29.     (N)    116 04 05.     (W)     SCALED    
 TO0071* NAVD 88     -       555.080  (meters)    1821.12   (feet)  ADJUSTED  
 TO0071  ___________________________________________________________________
 TO0071  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TO0071  DYNAMIC HT  -         555.122 (meters)    1821.26  (feet)  COMP
 TO0071  MODELED GRAV-     980,669.7   (mgal)                       NAVD 88
 TO0071
 TO0071  VERT ORDER  -  FIRST     CLASS II
 TO0071
 TO0071.The horizontal coordinates were scaled from a topographic map and have
 TO0071.an estimated accuracy of +/- 6 seconds.
 TO0071
 TO0071.The orthometric height was determined by differential leveling
 TO0071.and adjusted by the National Geodetic Survey in June 1991..
 TO0071
 TO0071.The geoid height was determined by GEOID03.
 TO0071
 TO0071.The dynamic height is computed by dividing the NAVD 88
 TO0071.geopotential number by the normal gravity value computed on the
 TO0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0071.degrees latitude (g = 980.6199 gals.).
 TO0071
 TO0071.The modeled gravity was interpolated from observed gravity values.
 TO0071
 TO0071;                    North         East    Units  Estimated Accuracy
 TO0071;SPC ID W     -   775,130.      776,560.      MT  (+/- 180 meters Scaled)
 TO0071
 TO0071                          SUPERSEDED SURVEY CONTROL
 TO0071
 TO0071  NGVD 29 (??/??/92)  553.895  (m)         1817.24   (f) ADJ UNCH    1 2
 TO0071
 TO0071.Superseded values are not recommended for survey control.
 TO0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0071.See file dsdata.txt to determine how the superseded data were derived.
 TO0071
 TO0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP686880(NAD 83)
 TO0071_MARKER: DD = SURVEY DISK
 TO0071_SETTING: 66 = SET IN ROCK OUTCROP
 TO0071_SP_SET: ROCK CLIFF
 TO0071_STAMPING: 7 M 1928
 TO0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0071+STABILITY: POSITION/ELEVATION WELL
 TO0071
 TO0071  HISTORY     - Date     Condition        Report By
 TO0071  HISTORY     - UNK      MONUMENTED       USGS
 TO0071  HISTORY     - 1934     GOOD             IDDT
 TO0071
 TO0071                          STATION DESCRIPTION
 TO0071
 TO0071'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0071'1.9 MI NW FROM LEONIA.
 TO0071'ABOUT 1.9 MILES NORTHWEST OF LEONIA, BOUNDARY COUNTY, IDAHO, ON THE
 TO0071'GREAT NORTHERN RAILWAY, 18 TELEGRAPH POLES NORTHWEST OF MILE POLE
 TO0071'1352, 13 FEET SOUTH OF THE CENTER OF THE TRACK, AND ABOUT 5 FEET
 TO0071'HIGHER THAN THE TRACK, IN A CLIFF PAINTED USBM 1817.0.  A STANDARD
 TO0071'USGS DISK, STAMPED 7M 1928.  NOTE-- THE FIGURE 7 IS MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0531 ***********************************************************************
 NW0531  DESIGNATION -  7 MDC
 NW0531  PID         -  NW0531
 NW0531  STATE/COUNTY-  ID/OWYHEE
 NW0531  USGS QUAD   -  CLIFFS (1973)
 NW0531
 NW0531                         *CURRENT SURVEY CONTROL
 NW0531  ___________________________________________________________________
 NW0531* NAD 83(1986)-  42 37 58.     (N)    116 59 05.     (W)     SCALED    
 NW0531* NAVD 88     -      1548.339  (meters)    5079.84   (feet)  POSTED    
 NW0531  ___________________________________________________________________
 NW0531  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 NW0531  DYNAMIC HT  -        1547.400 (meters)    5076.76  (feet)  COMP
 NW0531  MODELED GRAV-     979,962.9   (mgal)                       NAVD 88
 NW0531
 NW0531  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0531
 NW0531.The horizontal coordinates were scaled from a topographic map and have
 NW0531.an estimated accuracy of +/- 6 seconds.
 NW0531
 NW0531.The orthometric height was determined by differential leveling
 NW0531.and adjusted by the National Geodetic Survey in 1992..
 NW0531.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0531.rate of 0.0 thru 1.0 mm/km.
 NW0531
 NW0531.The geoid height was determined by GEOID03.
 NW0531
 NW0531.The dynamic height is computed by dividing the NAVD 88
 NW0531.geopotential number by the normal gravity value computed on the
 NW0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0531.degrees latitude (g = 980.6199 gals.).
 NW0531
 NW0531.The modeled gravity was interpolated from observed gravity values.
 NW0531
 NW0531;                    North         East    Units  Estimated Accuracy
 NW0531;SPC ID W     -   108,040.      698,730.      MT  (+/- 180 meters Scaled)
 NW0531
 NW0531                          SUPERSEDED SURVEY CONTROL
 NW0531
 NW0531  NGVD 29 (??/??/92) 1547.21   (m)         5076.1    (f) COMPUTED    2 0
 NW0531
 NW0531.Superseded values are not recommended for survey control.
 NW0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0531.See file dsdata.txt to determine how the superseded data were derived.
 NW0531
 NW0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH012200(NAD 83)
 NW0531_MARKER: DD = SURVEY DISK
 NW0531_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NW0531+WITH SETTING: PAVEMENT
 NW0531_SP_SET: CATTLEGUARD BASE
 NW0531_STAMPING: 7 MDC 1973 5076
 NW0531_MARK LOGO: USGS  
 NW0531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0531+STABILITY: SURFACE MOTION
 NW0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0531+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0531
 NW0531  HISTORY     - Date     Condition        Report By
 NW0531  HISTORY     - 1973     MONUMENTED       USGS
 NW0531
 NW0531                          STATION DESCRIPTION
 NW0531
 NW0531'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0531'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0531'SOUTH ALONG A GRAVELED ROAD, THENCE 6.6 MILES SOUTH ALONG A DIRT ROAD
 NW0531'TOWARD GRANDVIEW, IDAHO, AT A FENCE CROSSING WITH A CATTLEGUARD, 8
 NW0531'FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT LOWER THAN THE ROAD
 NW0531'BED, CEMENTED 3 FEET SOUTH OF THE NORTHEAST CORNER OF THE EAST SIDE OF
 NW0531'THE CONCRETE BASE OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0023 ***********************************************************************
 OZ0023  DESIGNATION -  7 Y
 OZ0023  PID         -  OZ0023
 OZ0023  STATE/COUNTY-  ID/BLAINE
 OZ0023  USGS QUAD   -  SUN VALLEY (1967)
 OZ0023
 OZ0023                         *CURRENT SURVEY CONTROL
 OZ0023  ___________________________________________________________________
 OZ0023* NAD 83(1986)-  43 44 04.     (N)    114 17 58.     (W)     SCALED    
 OZ0023* NAVD 88     -      1899.759  (meters)    6232.79   (feet)  ADJUSTED  
 OZ0023  ___________________________________________________________________
 OZ0023  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 OZ0023  DYNAMIC HT  -        1898.554 (meters)    6228.84  (feet)  COMP
 OZ0023  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 OZ0023
 OZ0023  VERT ORDER  -  FIRST     CLASS II
 OZ0023
 OZ0023.The horizontal coordinates were scaled from a topographic map and have
 OZ0023.an estimated accuracy of +/- 6 seconds.
 OZ0023
 OZ0023.The orthometric height was determined by differential leveling
 OZ0023.and adjusted by the National Geodetic Survey in June 1991..
 OZ0023
 OZ0023.The geoid height was determined by GEOID03.
 OZ0023
 OZ0023.The dynamic height is computed by dividing the NAVD 88
 OZ0023.geopotential number by the normal gravity value computed on the
 OZ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0023.degrees latitude (g = 980.6199 gals.).
 OZ0023
 OZ0023.The modeled gravity was interpolated from observed gravity values.
 OZ0023
 OZ0023;                    North         East    Units  Estimated Accuracy
 OZ0023;SPC ID C     -   229,740.      475,880.      MT  (+/- 180 meters Scaled)
 OZ0023
 OZ0023                          SUPERSEDED SURVEY CONTROL
 OZ0023
 OZ0023  NGVD 29 (??/??/92) 1898.484  (m)         6228.61   (f) ADJ UNCH    1 2
 OZ0023
 OZ0023.Superseded values are not recommended for survey control.
 OZ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0023.See file dsdata.txt to determine how the superseded data were derived.
 OZ0023
 OZ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ174459(NAD 83)
 OZ0023_MARKER: DD = SURVEY DISK
 OZ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0023_STAMPING: 7 Y 1931
 OZ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0023+STABILITY: SURFACE MOTION
 OZ0023
 OZ0023  HISTORY     - Date     Condition        Report By
 OZ0023  HISTORY     - 1931     MONUMENTED       USGS
 OZ0023
 OZ0023                          STATION DESCRIPTION
 OZ0023
 OZ0023'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 OZ0023'5.2 MI NE FROM KETCHUM.
 OZ0023'5.2 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT ROAD FROM KETCHUM,
 OZ0023'BLAINE COUNTY, 180 FEET SOUTHWEST OF THE BRIDGE OVER CORRAL CREEK, AND
 OZ0023'90 FEET EAST OF THE FORK OF A ROAD FORMING A Y-JUNCTION.  A UNITED
 OZ0023'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7 Y 1931 AND SET IN
 OZ0023'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0904 ***********************************************************************
 RY0904  DESIGNATION -  7016 B
 RY0904  PID         -  RY0904
 RY0904  STATE/COUNTY-  ID/IDAHO
 RY0904  USGS QUAD   -  CAYUSE JUNCTION (1994)
 RY0904
 RY0904                         *CURRENT SURVEY CONTROL
 RY0904  ___________________________________________________________________
 RY0904* NAD 83(1992)-  46 36 14.40614(N)    114 46 28.30486(W)     ADJUSTED  
 RY0904* NAVD 88     -      2138.44   (+/-2cm)    7015.9    (feet)  VERTCON   
 RY0904  ___________________________________________________________________
 RY0904  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 RY0904  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 RY0904
 RY0904  HORZ ORDER  -  THIRD
 RY0904  VERT ORDER  -  THIRD ? (See Below)
 RY0904
 RY0904.The horizontal coordinates were established by classical geodetic methods
 RY0904.and adjusted by the National Geodetic Survey in July 1992..
 RY0904
 RY0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0904.The vertical order pertains to the NGVD 29 superseded value.
 RY0904
 RY0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0904
 RY0904.The geoid height was determined by GEOID03.
 RY0904
 RY0904;                    North         East     Units Scale Factor Converg.
 RY0904;SPC ID W     -   549,037.241   874,731.597   MT  1.00000196   +0 42 31.8
 RY0904;UTM  11      - 5,163,565.517   670,436.357   MT  0.99995706   +1 37 02.9
 RY0904
 RY0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0904!SPC ID W     -   0.99966723  x   1.00000196  =   0.99966919
 RY0904!UTM  11      -   0.99966723  x   0.99995706  =   0.99962430
 RY0904
 RY0904:                Primary Azimuth Mark                     Grid Az
 RY0904:SPC ID W     -  BLACK LEAD                               303 14 09.9
 RY0904:UTM  11      -  BLACK LEAD                               302 19 38.8
 RY0904
 RY0904|---------------------------------------------------------------------|
 RY0904| PID    Reference Object                     Distance      Geod. Az  |
 RY0904|                                                           dddmmss.s |
 RY0904| RY0903 BLACK LEAD                          APPROX. 7.1 KM 3035641.7 |
 RY0904|---------------------------------------------------------------------|
 RY0904
 RY0904                          SUPERSEDED SURVEY CONTROL
 RY0904
 RY0904  NAD 83(1986)-  46 36 14.41751(N)    114 46 28.30644(W) AD(       ) 3
 RY0904  NAD 27      -  46 36 14.70832(N)    114 46 24.88628(W) AD(       ) 3
 RY0904  NGVD 29 (07/19/86) 2137.19   (m)         7011.8    (f) LEVELING    3  
 RY0904
 RY0904.Superseded values are not recommended for survey control.
 RY0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0904.See file dsdata.txt to determine how the superseded data were derived.
 RY0904
 RY0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM7043663566(NAD 83)
 RY0904_MARKER: DB = BENCH MARK DISK
 RY0904_SETTING: 0 = UNSPECIFIED SETTING
 RY0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0904
 RY0904  HISTORY     - Date     Condition        Report By
 RY0904  HISTORY     - 1911     MONUMENTED       USGS
 RY0904
 RY0904                          STATION DESCRIPTION
 RY0904
 RY0904'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 RY0904'LOCATED ABOUT 9.4 MI. (AIRLINE) WSW. OF LOLO PASS, ABOUT 7.2 MI.
 RY0904'NNW. OF POWELL RANGER STATION, ON THE N. END OF A N.-S. RIDGE.
 RY0904'
 RY0904'REACHED BY HELICOPTER.
 RY0904'
 RY0904'STATION MARK--A STANDARD ALUMINUM BENCH MARK TABLET STAMPED
 RY0904'---7016 B 1911 42---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0282 ***********************************************************************
 OZ0282  DESIGNATION -  7017.6
 OZ0282  PID         -  OZ0282
 OZ0282  STATE/COUNTY-  ID/BLAINE
 OZ0282  USGS QUAD   -  ALTURAS LAKE (1963)
 OZ0282
 OZ0282                         *CURRENT SURVEY CONTROL
 OZ0282  ___________________________________________________________________
 OZ0282* NAD 83(1986)-  43 56 01.     (N)    114 48 56.     (W)     SCALED    
 OZ0282* NAVD 88     -      2157.513  (meters)    7078.44   (feet)  ADJUSTED  
 OZ0282  ___________________________________________________________________
 OZ0282  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 OZ0282  DYNAMIC HT  -        2156.054 (meters)    7073.65  (feet)  COMP
 OZ0282  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 OZ0282
 OZ0282  VERT ORDER  -  SECOND    CLASS 0
 OZ0282
 OZ0282.The horizontal coordinates were scaled from a topographic map and have
 OZ0282.an estimated accuracy of +/- 6 seconds.
 OZ0282
 OZ0282.The orthometric height was determined by differential leveling
 OZ0282.and adjusted by the National Geodetic Survey in June 1991..
 OZ0282
 OZ0282.The geoid height was determined by GEOID03.
 OZ0282
 OZ0282.The dynamic height is computed by dividing the NAVD 88
 OZ0282.geopotential number by the normal gravity value computed on the
 OZ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0282.degrees latitude (g = 980.6199 gals.).
 OZ0282
 OZ0282.The modeled gravity was interpolated from observed gravity values.
 OZ0282
 OZ0282;                    North         East    Units  Estimated Accuracy
 OZ0282;SPC ID C     -   252,140.      434,520.      MT  (+/- 180 meters Scaled)
 OZ0282
 OZ0282                          SUPERSEDED SURVEY CONTROL
 OZ0282
 OZ0282  NGVD 29 (??/??/92) 2156.092  (m)         7073.78   (f) ADJ UNCH    2 0
 OZ0282
 OZ0282.Superseded values are not recommended for survey control.
 OZ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0282.See file dsdata.txt to determine how the superseded data were derived.
 OZ0282
 OZ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ753668(NAD 83)
 OZ0282_MARKER: DD = SURVEY DISK
 OZ0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0282_SP_SET: CULVERT
 OZ0282_STAMPING: 7017.6 1930
 OZ0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0282
 OZ0282  HISTORY     - Date     Condition        Report By
 OZ0282  HISTORY     - 1930     MONUMENTED       BPR
 OZ0282  HISTORY     - 1956     MARK NOT FOUND   NGS
 OZ0282
 OZ0282                          STATION DESCRIPTION
 OZ0282
 OZ0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OZ0282'22.3 MI SE FROM STANLEY.
 OZ0282'IN BLAINE COUNTY, 22.3 MILES SOUTHEAST ALONG NEW U. S. HIGHWAY 93 FROM
 OZ0282'VALLEY CREEK RANGER STATION AT STANLEY, CUSTER COUNTY, AT THE MIDDLE
 OZ0282'OF A NORTH-AND-SOUTH STRETCH OF THE HIGHWAY ASCENDING TO THE SOUTH, 27
 OZ0282'FEET EAST OF A STEEP CUT IN THE HILL WEST OF THE HIGHWAY, AT A
 OZ0282'CULVERT, IN THE TOP OF THE EAST CONCRETE HEADWALL, AND 12 FEET EAST OF
 OZ0282'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0045 ***********************************************************************
 OZ0045  DESIGNATION -  7018
 OZ0045  PID         -  OZ0045
 OZ0045  STATE/COUNTY-  ID/CUSTER
 OZ0045  USGS QUAD   -  HERD PEAK (1967)
 OZ0045
 OZ0045                         *CURRENT SURVEY CONTROL
 OZ0045  ___________________________________________________________________
 OZ0045* NAD 83(1986)-  43 54 09.     (N)    114 08 33.     (W)     SCALED    
 OZ0045* NAVD 88     -      2140.921  (meters)    7024.01   (feet)  ADJUSTED  
 OZ0045  ___________________________________________________________________
 OZ0045  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OZ0045  DYNAMIC HT  -        2139.477 (meters)    7019.27  (feet)  COMP
 OZ0045  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 OZ0045
 OZ0045  VERT ORDER  -  FIRST     CLASS II
 OZ0045
 OZ0045.The horizontal coordinates were scaled from a topographic map and have
 OZ0045.an estimated accuracy of +/- 6 seconds.
 OZ0045
 OZ0045.The orthometric height was determined by differential leveling
 OZ0045.and adjusted by the National Geodetic Survey in June 1991..
 OZ0045
 OZ0045.The geoid height was determined by GEOID03.
 OZ0045
 OZ0045.The dynamic height is computed by dividing the NAVD 88
 OZ0045.geopotential number by the normal gravity value computed on the
 OZ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0045.degrees latitude (g = 980.6199 gals.).
 OZ0045
 OZ0045.The modeled gravity was interpolated from observed gravity values.
 OZ0045
 OZ0045;                    North         East    Units  Estimated Accuracy
 OZ0045;SPC ID C     -   248,370.      488,550.      MT  (+/- 180 meters Scaled)
 OZ0045
 OZ0045                          SUPERSEDED SURVEY CONTROL
 OZ0045
 OZ0045  NGVD 29 (??/??/92) 2139.555  (m)         7019.52   (f) ADJ UNCH    1 2
 OZ0045
 OZ0045.Superseded values are not recommended for survey control.
 OZ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0045.See file dsdata.txt to determine how the superseded data were derived.
 OZ0045
 OZ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ294650(NAD 83)
 OZ0045_MARKER: Q = CHISELED SQUARE
 OZ0045_SETTING: 80 = SET IN A BOULDER
 OZ0045_SP_SET: BOULDER
 OZ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0045+STABILITY: SURFACE MOTION
 OZ0045
 OZ0045  HISTORY     - Date     Condition        Report By
 OZ0045  HISTORY     - UNK      MONUMENTED       USGS
 OZ0045  HISTORY     - 1933     GOOD             NGS
 OZ0045  HISTORY     - 1984     MARK NOT FOUND   NGS
 OZ0045
 OZ0045                          STATION DESCRIPTION
 OZ0045
 OZ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0045'18.8 MI SW FROM CHILLY.
 OZ0045'18.8 MILES SOUTHWEST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 OZ0045'JUNCTION OF STATE HIGHWAY 27 NEAR CHILLY, CUSTER COUNTY, 2.5 MILES
 OZ0045'SOUTHWEST OF THE LEMHI NATIONAL FOREST BOUNDARY, 0.6 MILE NORTHEAST OF
 OZ0045'A BRIDGE OVER NORTH FORK OF BIG LOST RIVER, 30 FEET NORTHWEST OF THE
 OZ0045'CENTER LINE OF THE ROAD, AND ON THE TOP OF A GRANITE BOULDER MARKED BY
 OZ0045'THE PAINTED LETTERS US 7018 BM.  A CHISELED SQUARE.
 OZ0045
 OZ0045                          STATION RECOVERY (1984)
 OZ0045
 OZ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OZ0045'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0326 ***********************************************************************
 OZ0326  DESIGNATION -  7022.1
 OZ0326  PID         -  OZ0326
 OZ0326  STATE/COUNTY-  ID/BLAINE
 OZ0326  USGS QUAD   -  ALTURAS LAKE (1963)
 OZ0326
 OZ0326                         *CURRENT SURVEY CONTROL
 OZ0326  ___________________________________________________________________
 OZ0326* NAD 83(1986)-  43 55 32.     (N)    114 51 01.     (W)     SCALED    
 OZ0326* NAVD 88     -      2141.431  (meters)    7025.68   (feet)  ADJUSTED  
 OZ0326  ___________________________________________________________________
 OZ0326  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 OZ0326  DYNAMIC HT  -        2139.981 (meters)    7020.92  (feet)  COMP
 OZ0326  MODELED GRAV-     979,865.1   (mgal)                       NAVD 88
 OZ0326
 OZ0326  VERT ORDER  -  SECOND    CLASS 0
 OZ0326
 OZ0326.The horizontal coordinates were scaled from a topographic map and have
 OZ0326.an estimated accuracy of +/- 6 seconds.
 OZ0326
 OZ0326.The orthometric height was determined by differential leveling
 OZ0326.and adjusted by the National Geodetic Survey in June 1991..
 OZ0326
 OZ0326.The geoid height was determined by GEOID03.
 OZ0326
 OZ0326.The dynamic height is computed by dividing the NAVD 88
 OZ0326.geopotential number by the normal gravity value computed on the
 OZ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0326.degrees latitude (g = 980.6199 gals.).
 OZ0326
 OZ0326.The modeled gravity was interpolated from observed gravity values.
 OZ0326
 OZ0326;                    North         East    Units  Estimated Accuracy
 OZ0326;SPC ID C     -   251,280.      431,720.      MT  (+/- 180 meters Scaled)
 OZ0326
 OZ0326                          SUPERSEDED SURVEY CONTROL
 OZ0326
 OZ0326  NGVD 29 (??/??/92) 2140.014  (m)         7021.03   (f) ADJ UNCH    2 0
 OZ0326
 OZ0326.Superseded values are not recommended for survey control.
 OZ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0326.See file dsdata.txt to determine how the superseded data were derived.
 OZ0326
 OZ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ725658(NAD 83)
 OZ0326_MARKER: Q = CHISELED SQUARE
 OZ0326_SETTING: 80 = SET IN A BOULDER
 OZ0326_SP_SET: BOULDER
 OZ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0326+STABILITY: SURFACE MOTION
 OZ0326
 OZ0326  HISTORY     - Date     Condition        Report By
 OZ0326  HISTORY     - UNK      MONUMENTED       USGS
 OZ0326  HISTORY     - 1950     GOOD             NGS
 OZ0326  HISTORY     - 1951     GOOD             NGS
 OZ0326
 OZ0326                          STATION DESCRIPTION
 OZ0326
 OZ0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0326'0.2 MI W FROM ALTURAS LAKE.
 OZ0326'0.2 MILE WEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE OUTLET
 OZ0326'AT ALTURAS LAKE, ABOUT 67 YARDS WEST OF THE CENTER LINE OF THE
 OZ0326'ENTRANCE TO ALTURAS LAKE LODGE, ABOUT 107 FEET WEST OF B M Y 334, 32
 OZ0326'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 14 1/2 FEET SOUTH OF A
 OZ0326'8-INCH PINE TREE MARKED WITH THE WHITE PAINTED LETTERS AND NUMBERS US
 OZ0326'7022/1 B M, IN THE TOP OF A SMALL BOULDER MARKED WITH THE WHITE
 OZ0326'PAINTED LETTERS B M, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 OZ0326
 OZ0326                          STATION RECOVERY (1951)
 OZ0326
 OZ0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0322 ***********************************************************************
 OZ0322  DESIGNATION -  7034.1
 OZ0322  PID         -  OZ0322
 OZ0322  STATE/COUNTY-  ID/BLAINE
 OZ0322  USGS QUAD   -  SNOWYSIDE PEAK (1964)
 OZ0322
 OZ0322                         *CURRENT SURVEY CONTROL
 OZ0322  ___________________________________________________________________
 OZ0322* NAD 83(1986)-  43 54 27.     (N)    114 52 48.     (W)     SCALED    
 OZ0322* NAVD 88     -      2145.07   (+/-2cm)    7037.6    (feet)  VERTCON   
 OZ0322  ___________________________________________________________________
 OZ0322  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 OZ0322
 OZ0322  VERT ORDER  -  ? (See Below)
 OZ0322
 OZ0322.The horizontal coordinates were scaled from a topographic map and have
 OZ0322.an estimated accuracy of +/- 6 seconds.
 OZ0322
 OZ0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0322.The vertical order pertains to the NGVD 29 superseded value.
 OZ0322
 OZ0322.The geoid height was determined by GEOID03.
 OZ0322
 OZ0322;                    North         East    Units  Estimated Accuracy
 OZ0322;SPC ID C     -   249,290.      429,310.      MT  (+/- 180 meters Scaled)
 OZ0322
 OZ0322                          SUPERSEDED SURVEY CONTROL
 OZ0322
 OZ0322  NGVD 29 (??/??/92) 2143.651  (m)         7032.96   (f) ADJ UNCH    ?  
 OZ0322
 OZ0322.Superseded values are not recommended for survey control.
 OZ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0322.See file dsdata.txt to determine how the superseded data were derived.
 OZ0322
 OZ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ702637(NAD 83)
 OZ0322_MARKER: Q = CHISELED SQUARE
 OZ0322_SETTING: 80 = SET IN A BOULDER
 OZ0322_SP_SET: BOULDER
 OZ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0322+STABILITY: SURFACE MOTION
 OZ0322
 OZ0322  HISTORY     - Date     Condition        Report By
 OZ0322  HISTORY     - UNK      MONUMENTED       USGS
 OZ0322  HISTORY     - 1950     GOOD             NGS
 OZ0322  HISTORY     - 1951     GOOD             NGS
 OZ0322
 OZ0322                          STATION DESCRIPTION
 OZ0322
 OZ0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0322'2.3 MI SW FROM ALTURAS LAKE.
 OZ0322'2.3 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0322'OUTLET AT ALTURAS LAKE, 0.1 MILE WEST OF THE JUNCTION OF A ROAD
 OZ0322'LEADING SOUTH AROUND THE WEST END OF THE LAKE, 42 FEET SOUTH OF A
 OZ0322'6-INCH PINE TREE MARKED BY A TRIANGULAR BLAZE, 36.8 FEET SOUTHWEST OF
 OZ0322'B M Z 334, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD, ON THE SOUTH
 OZ0322'SIDE OF A EMBEDDED BOULDER WHICH PROJECTS 3 1/2 FEET ABOVE THE GROUND,
 OZ0322'ABOUT 3 FEET HIGHER THAN THE ROAD, AND MARKED WITH THE WHITE PAINTED
 OZ0322'LETTERS B M.
 OZ0322
 OZ0322                          STATION RECOVERY (1951)
 OZ0322
 OZ0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0907 ***********************************************************************
 RY0907  DESIGNATION -  7035 B
 RY0907  PID         -  RY0907
 RY0907  STATE/COUNTY-  ID/IDAHO
 RY0907  USGS QUAD   -  INDIAN POSTOFFICE (1994)
 RY0907
 RY0907                         *CURRENT SURVEY CONTROL
 RY0907  ___________________________________________________________________
 RY0907* NAD 83(1992)-  46 32 57.10448(N)    114 59 09.20994(W)     ADJUSTED  
 RY0907* NAVD 88     -      2144.77   (+/-2cm)    7036.6    (feet)  VERTCON   
 RY0907  ___________________________________________________________________
 RY0907  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 RY0907  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 RY0907
 RY0907  HORZ ORDER  -  THIRD
 RY0907  VERT ORDER  -  THIRD ? (See Below)
 RY0907
 RY0907.The horizontal coordinates were established by classical geodetic methods
 RY0907.and adjusted by the National Geodetic Survey in July 1992..
 RY0907
 RY0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0907.The vertical order pertains to the NGVD 29 superseded value.
 RY0907
 RY0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0907
 RY0907.The geoid height was determined by GEOID03.
 RY0907
 RY0907;                    North         East     Units Scale Factor Converg.
 RY0907;SPC ID W     -   542,766.669   858,598.016   MT  0.99997553   +0 33 17.0
 RY0907;UTM  11      - 5,157,040.430   654,405.213   MT  0.99989305   +1 27 44.9
 RY0907
 RY0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0907!SPC ID W     -   0.99966630  x   0.99997553  =   0.99964183
 RY0907!UTM  11      -   0.99966630  x   0.99989305  =   0.99955938
 RY0907
 RY0907:                Primary Azimuth Mark                     Grid Az
 RY0907:SPC ID W     -  INDIAN PO LO                             191 43 11.9
 RY0907:UTM  11      -  INDIAN PO LO                             190 48 44.0
 RY0907
 RY0907|---------------------------------------------------------------------|
 RY0907| PID    Reference Object                     Distance      Geod. Az  |
 RY0907|                                                           dddmmss.s |
 RY0907| RY0908 INDIAN PO LO                        APPROX. 1.9 KM 1921628.9 |
 RY0907|---------------------------------------------------------------------|
 RY0907
 RY0907                          SUPERSEDED SURVEY CONTROL
 RY0907
 RY0907  NAD 83(1986)-  46 32 57.11442(N)    114 59 09.20972(W) AD(       ) 3
 RY0907  NAD 27      -  46 32 57.40824(N)    114 59 05.77984(W) AD(       ) 3
 RY0907  NGVD 29 (07/19/86) 2143.52   (m)         7032.5    (f) LEVELING    3  
 RY0907
 RY0907.Superseded values are not recommended for survey control.
 RY0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0907.See file dsdata.txt to determine how the superseded data were derived.
 RY0907
 RY0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM5440557040(NAD 83)
 RY0907_MARKER: DB = BENCH MARK DISK
 RY0907_SETTING: 66 = SET IN ROCK OUTCROP
 RY0907_SP_SET: SET IN ROCK OUTCROP
 RY0907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0907+STABILITY: POSITION/ELEVATION WELL
 RY0907
 RY0907  HISTORY     - Date     Condition        Report By
 RY0907  HISTORY     - 1911     MONUMENTED       USGS
 RY0907
 RY0907                          STATION DESCRIPTION
 RY0907
 RY0907'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 RY0907'LOCATED ABOUT 13.5 MI. SSW. OF POWELL RANGER STATION AND ABOUT 9.8
 RY0907'MI. SE. OF CAYUSE CREEK LANDING FIELD, ON A RIDGE S. OF THE LOLO
 RY0907'TRAIL RD.
 RY0907'
 RY0907'TO REACH FROM INTERSECTION OF RD. LEADING TO POWELL RANGER STATION
 RY0907'AND U.S. HIGHWAY 12, PROCEED W. ALONG U.S. HIGHWAY 12 FOR 7.7 MI. TO
 RY0907'T-RD. N., MAKE RIGHT TURN FOLLOWING SQUAW CREEK RD. FOR 0.4 MI. TO
 RY0907'T-RD. E., MAKE LEFT TURN FOLLOWING --DOE CREEK RD.-- FOR 5.8 MI. TO
 RY0907'T-RD. AT DEEP SADDLE, MAKE RIGHT TURN AND GO 4.3 MI. TO T-RD., MAKE
 RY0907'LEFT TURN FOLLOWING LOLO TRAIL RD. (W.) FOR 1.6 MI.  THE STATION IS
 RY0907'ABOUT 100 FT. SE. OF RD. ON TOP OF RIDGE.
 RY0907'
 RY0907'STATION MARK--A USGS BENCH MARK TABLET STAMPED---7035 B 1911 37---
 RY0907'CEMENTED IN ROCK IN PLACE.
 RY0907'
 RY0907'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0330 ***********************************************************************
 OZ0330  DESIGNATION -  7040.2
 OZ0330  PID         -  OZ0330
 OZ0330  STATE/COUNTY-  ID/BLAINE
 OZ0330  USGS QUAD   -  ALTURAS LAKE (1963)
 OZ0330
 OZ0330                         *CURRENT SURVEY CONTROL
 OZ0330  ___________________________________________________________________
 OZ0330* NAD 83(1986)-  43 56 37.     (N)    114 48 44.     (W)     SCALED    
 OZ0330* NAVD 88     -      2147.259  (meters)    7044.80   (feet)  ADJUSTED  
 OZ0330  ___________________________________________________________________
 OZ0330  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 OZ0330  DYNAMIC HT  -        2145.808 (meters)    7040.04  (feet)  COMP
 OZ0330  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 OZ0330
 OZ0330  VERT ORDER  -  SECOND    CLASS 0
 OZ0330
 OZ0330.The horizontal coordinates were scaled from a topographic map and have
 OZ0330.an estimated accuracy of +/- 6 seconds.
 OZ0330
 OZ0330.The orthometric height was determined by differential leveling
 OZ0330.and adjusted by the National Geodetic Survey in June 1991..
 OZ0330
 OZ0330.The geoid height was determined by GEOID03.
 OZ0330
 OZ0330.The dynamic height is computed by dividing the NAVD 88
 OZ0330.geopotential number by the normal gravity value computed on the
 OZ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0330.degrees latitude (g = 980.6199 gals.).
 OZ0330
 OZ0330.The modeled gravity was interpolated from observed gravity values.
 OZ0330
 OZ0330;                    North         East    Units  Estimated Accuracy
 OZ0330;SPC ID C     -   253,250.      434,800.      MT  (+/- 180 meters Scaled)
 OZ0330
 OZ0330                          SUPERSEDED SURVEY CONTROL
 OZ0330
 OZ0330  NGVD 29 (??/??/92) 2145.841  (m)         7040.15   (f) ADJ UNCH    2 0
 OZ0330
 OZ0330.Superseded values are not recommended for survey control.
 OZ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0330.See file dsdata.txt to determine how the superseded data were derived.
 OZ0330
 OZ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ755679(NAD 83)
 OZ0330_MARKER: Q = CHISELED SQUARE
 OZ0330_SETTING: 80 = SET IN A BOULDER
 OZ0330_SP_SET: BOULDER
 OZ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0330+STABILITY: SURFACE MOTION
 OZ0330
 OZ0330  HISTORY     - Date     Condition        Report By
 OZ0330  HISTORY     - UNK      MONUMENTED       USGS
 OZ0330  HISTORY     - 1950     GOOD             NGS
 OZ0330  HISTORY     - 1951     GOOD             NGS
 OZ0330
 OZ0330                          STATION DESCRIPTION
 OZ0330
 OZ0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0330'2.5 MI NE FROM ALTURAS LAKE.
 OZ0330'2.5 MILES NORTHEAST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0330'OUTLET AT ALTURAS LAKE, AT THE T JUNCTION OF U.S. HIGHWAY 93 AND A
 OZ0330'ROAD LEADING WEST TO ALTURAS LAKE, 177.5 FEET SOUTH OF B M H 40, 148
 OZ0330'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET SOUTH OF THE
 OZ0330'CENTER LINE OF ALTURAS LAKE ROAD, IN THE TOP OF A LARGE BOULDER, AND
 OZ0330'ABOUT 2 FEET HIGHER THAN THE ROAD.
 OZ0330
 OZ0330                          STATION RECOVERY (1951)
 OZ0330
 OZ0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0283 ***********************************************************************
 OZ0283  DESIGNATION -  7045.40 RESET
 OZ0283  PID         -  OZ0283
 OZ0283  STATE/COUNTY-  ID/BLAINE
 OZ0283  USGS QUAD   -  ALTURAS LAKE (1963)
 OZ0283
 OZ0283                         *CURRENT SURVEY CONTROL
 OZ0283  ___________________________________________________________________
 OZ0283* NAD 83(1986)-  43 55 34.     (N)    114 49 06.     (W)     SCALED    
 OZ0283* NAVD 88     -      2166.41   (+/-2cm)    7107.6    (feet)  VERTCON   
 OZ0283  ___________________________________________________________________
 OZ0283  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 OZ0283
 OZ0283  VERT ORDER  -  THIRD (See Below)
 OZ0283
 OZ0283.The horizontal coordinates were scaled from a topographic map and have
 OZ0283.an estimated accuracy of +/- 6 seconds.
 OZ0283
 OZ0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0283.The vertical order pertains to the NGVD 29 superseded value.
 OZ0283
 OZ0283.The geoid height was determined by GEOID03.
 OZ0283
 OZ0283;                    North         East    Units  Estimated Accuracy
 OZ0283;SPC ID C     -   251,310.      434,290.      MT  (+/- 180 meters Scaled)
 OZ0283
 OZ0283                          SUPERSEDED SURVEY CONTROL
 OZ0283
 OZ0283  NGVD 29 (??/??/??) 2165.00   (m)         7103.0    (f) RESET       3  
 OZ0283
 OZ0283.Superseded values are not recommended for survey control.
 OZ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0283.See file dsdata.txt to determine how the superseded data were derived.
 OZ0283
 OZ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ751659(NAD 83)
 OZ0283_MARKER: DD = SURVEY DISK
 OZ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0283_STAMPING: 7046.33 1956
 OZ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0283+STABILITY: SURFACE MOTION
 OZ0283
 OZ0283  HISTORY     - Date     Condition        Report By
 OZ0283  HISTORY     - 1956     MONUMENTED       BPR
 OZ0283
 OZ0283                          STATION DESCRIPTION
 OZ0283
 OZ0283'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1956
 OZ0283'22.8 MI SE FROM STANLEY.
 OZ0283'IN BLAINE COUNTY, 22.8 MILES SOUTHEAST ALONG NEW U. S. HIGHWAY 93 FROM
 OZ0283'VALLEY CREEK RANGER STATION AT STANLEY, CUSTER COUNTY, 2600 FEET
 OZ0283'NORTHWEST OF A CONCRETE BRIDGE OVER BEAVER CREEK, 165 FEET SOUTH OF
 OZ0283'THE JUNCTION OF A ROAD LEADING SOUTHWEST TO SAWTOOTH, AT THE MIDDLE OF
 OZ0283'A CURVE TO THE SOUTHEAST, AND 25 FEET STRAIGHT OUT FROM THE INLET END
 OZ0283'OF AN 18-INCH CULVERT PIPE, AND SET IN THE TOP OF A ROUND CONCRETE
 OZ0283'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0324 ***********************************************************************
 OZ0324  DESIGNATION -  7047.7
 OZ0324  PID         -  OZ0324
 OZ0324  STATE/COUNTY-  ID/BLAINE
 OZ0324  USGS QUAD   -  ALTURAS LAKE (1963)
 OZ0324
 OZ0324                         *CURRENT SURVEY CONTROL
 OZ0324  ___________________________________________________________________
 OZ0324* NAD 83(1986)-  43 55 05.     (N)    114 52 00.     (W)     SCALED    
 OZ0324* NAVD 88     -      2149.474  (meters)    7052.07   (feet)  ADJUSTED  
 OZ0324  ___________________________________________________________________
 OZ0324  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 OZ0324  DYNAMIC HT  -        2148.022 (meters)    7047.30  (feet)  COMP
 OZ0324  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 OZ0324
 OZ0324  VERT ORDER  -  SECOND    CLASS 0
 OZ0324
 OZ0324.The horizontal coordinates were scaled from a topographic map and have
 OZ0324.an estimated accuracy of +/- 6 seconds.
 OZ0324
 OZ0324.The orthometric height was determined by differential leveling
 OZ0324.and adjusted by the National Geodetic Survey in June 1991..
 OZ0324
 OZ0324.The geoid height was determined by GEOID03.
 OZ0324
 OZ0324.The dynamic height is computed by dividing the NAVD 88
 OZ0324.geopotential number by the normal gravity value computed on the
 OZ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0324.degrees latitude (g = 980.6199 gals.).
 OZ0324
 OZ0324.The modeled gravity was interpolated from observed gravity values.
 OZ0324
 OZ0324;                    North         East    Units  Estimated Accuracy
 OZ0324;SPC ID C     -   250,460.      430,400.      MT  (+/- 180 meters Scaled)
 OZ0324
 OZ0324                          SUPERSEDED SURVEY CONTROL
 OZ0324
 OZ0324  NGVD 29 (??/??/92) 2148.061  (m)         7047.43   (f) ADJ UNCH    2 0
 OZ0324
 OZ0324.Superseded values are not recommended for survey control.
 OZ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0324.See file dsdata.txt to determine how the superseded data were derived.
 OZ0324
 OZ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ712649(NAD 83)
 OZ0324_MARKER: N = NAIL
 OZ0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0324_SP_SET: TREE
 OZ0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0324
 OZ0324  HISTORY     - Date     Condition        Report By
 OZ0324  HISTORY     - UNK      MONUMENTED       USGS
 OZ0324  HISTORY     - 1950     GOOD             NGS
 OZ0324  HISTORY     - 1951     GOOD             NGS
 OZ0324
 OZ0324                          STATION DESCRIPTION
 OZ0324
 OZ0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0324'1.3 MI W FROM ALTURAS LAKE.
 OZ0324'1.3 MILES WEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE OUTLET
 OZ0324'AT ALTURAS LAKE, ABOUT 80 YARDS NORTHWEST OF THE NORTHWEST EDGE OF
 OZ0324'ALTURAS LAKE, 340 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 157.7
 OZ0324'FEET SOUTHWEST OF B M 55 E, IN THE BASE OF THE EAST SIDE OF A 16-INCH
 OZ0324'PINE TREE MARKED BY A WHITE PAINTED CROSS, AND ABOUT 15 FEET LOWER
 OZ0324'THAN THE ROAD.
 OZ0324
 OZ0324                          STATION RECOVERY (1951)
 OZ0324
 OZ0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0391 ***********************************************************************
 PZ0391  DESIGNATION -  7097
 PZ0391  PID         -  PZ0391
 PZ0391  STATE/COUNTY-  ID/LEMHI
 PZ0391  USGS QUAD   -  GILMORE SUMMIT (1987)
 PZ0391
 PZ0391                         *CURRENT SURVEY CONTROL
 PZ0391  ___________________________________________________________________
 PZ0391* NAD 83(1986)-  44 26 31.     (N)    113 14 30.     (W)     SCALED    
 PZ0391* NAVD 88     -      2168.479  (meters)    7114.42   (feet)  ADJUSTED  
 PZ0391  ___________________________________________________________________
 PZ0391  GEOID HEIGHT-         -10.84  (meters)                     GEOID03
 PZ0391  DYNAMIC HT  -        2167.145 (meters)    7110.04  (feet)  COMP
 PZ0391  MODELED GRAV-     979,924.3   (mgal)                       NAVD 88
 PZ0391
 PZ0391  VERT ORDER  -  SECOND    CLASS 0
 PZ0391
 PZ0391.The horizontal coordinates were scaled from a topographic map and have
 PZ0391.an estimated accuracy of +/- 6 seconds.
 PZ0391
 PZ0391.The orthometric height was determined by differential leveling
 PZ0391.and adjusted by the National Geodetic Survey in June 1991..
 PZ0391
 PZ0391.The geoid height was determined by GEOID03.
 PZ0391
 PZ0391.The dynamic height is computed by dividing the NAVD 88
 PZ0391.geopotential number by the normal gravity value computed on the
 PZ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0391.degrees latitude (g = 980.6199 gals.).
 PZ0391
 PZ0391.The modeled gravity was interpolated from observed gravity values.
 PZ0391
 PZ0391;                    North         East    Units  Estimated Accuracy
 PZ0391;SPC ID C     -   308,580.      560,370.      MT  (+/- 180 meters Scaled)
 PZ0391
 PZ0391                          SUPERSEDED SURVEY CONTROL
 PZ0391
 PZ0391  NGVD 29 (??/??/92) 2167.052  (m)         7109.74   (f) ADJ UNCH    2 0
 PZ0391
 PZ0391.Superseded values are not recommended for survey control.
 PZ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0391.See file dsdata.txt to determine how the superseded data were derived.
 PZ0391
 PZ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ216234(NAD 83)
 PZ0391_MARKER: Z = SEE DESCRIPTION
 PZ0391_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0391_SP_SET: ROCK
 PZ0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0391+STABILITY: POSITION/ELEVATION WELL
 PZ0391
 PZ0391  HISTORY     - Date     Condition        Report By
 PZ0391  HISTORY     - UNK      MONUMENTED       USGS
 PZ0391  HISTORY     - 1929     GOOD             USGS
 PZ0391
 PZ0391                          STATION DESCRIPTION
 PZ0391
 PZ0391'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0391'1.5 MI SE FROM GILMORE.
 PZ0391'ABOUT 1.5 MILES SOUTHEAST ALONG THE ROAD LEADING TO KAUFMAN FROM THE
 PZ0391'SCHOOLHOUSE AT GILMORE, LEMHI COUNTY, 25 FEET WEST OF THE ROAD, NEAR A
 PZ0391'3-FOOT MOUND OF STONE, 2 FEET HIGH, AND PAINTED T.B.M. 7097, AND ON A
 PZ0391'ROCK.  THE TOP OF THE ROCK, PAINTED T.B.M. 7097.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0032 ***********************************************************************
 OZ0032  DESIGNATION -  7120.1
 OZ0032  PID         -  OZ0032
 OZ0032  STATE/COUNTY-  ID/BLAINE
 OZ0032  USGS QUAD   -  ROCK ROLL CANYON (1967)
 OZ0032
 OZ0032                         *CURRENT SURVEY CONTROL
 OZ0032  ___________________________________________________________________
 OZ0032* NAD 83(1986)-  43 48 29.     (N)    114 15 33.     (W)     SCALED    
 OZ0032* NAVD 88     -      2172.132  (meters)    7126.40   (feet)  ADJUSTED  
 OZ0032  ___________________________________________________________________
 OZ0032  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 OZ0032  DYNAMIC HT  -        2170.601 (meters)    7121.38  (feet)  COMP
 OZ0032  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 OZ0032
 OZ0032  VERT ORDER  -  FIRST     CLASS II
 OZ0032
 OZ0032.The horizontal coordinates were scaled from a topographic map and have
 OZ0032.an estimated accuracy of +/- 6 seconds.
 OZ0032
 OZ0032.The orthometric height was determined by differential leveling
 OZ0032.and adjusted by the National Geodetic Survey in June 1991..
 OZ0032
 OZ0032.The geoid height was determined by GEOID03.
 OZ0032
 OZ0032.The dynamic height is computed by dividing the NAVD 88
 OZ0032.geopotential number by the normal gravity value computed on the
 OZ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0032.degrees latitude (g = 980.6199 gals.).
 OZ0032
 OZ0032.The modeled gravity was interpolated from observed gravity values.
 OZ0032
 OZ0032;                    North         East    Units  Estimated Accuracy
 OZ0032;SPC ID C     -   237,900.      479,150.      MT  (+/- 180 meters Scaled)
 OZ0032
 OZ0032                          SUPERSEDED SURVEY CONTROL
 OZ0032
 OZ0032  NGVD 29 (??/??/92) 2170.718  (m)         7121.76   (f) ADJ UNCH    1 2
 OZ0032
 OZ0032.Superseded values are not recommended for survey control.
 OZ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0032.See file dsdata.txt to determine how the superseded data were derived.
 OZ0032
 OZ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ204542(NAD 83)
 OZ0032_MARKER: Q = CHISELED SQUARE
 OZ0032_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0032_SP_SET: ROCK LEDGE
 OZ0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0032+STABILITY: POSITION/ELEVATION WELL
 OZ0032
 OZ0032  HISTORY     - Date     Condition        Report By
 OZ0032  HISTORY     - UNK      MONUMENTED       USGS
 OZ0032  HISTORY     - 1933     GOOD             NGS
 OZ0032
 OZ0032                          STATION DESCRIPTION
 OZ0032
 OZ0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0032'11.0 MI NE FROM KETCHUM.
 OZ0032'11.0 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT ROAD FROM KETCHUM,
 OZ0032'BLAINE COUNTY, 1.0 MILE UPGRADE FROM THE BOTTOM OF A STEEP GRADE, AT
 OZ0032'THE OUTSIDE OF THE THIRD LOWER SWITCHBACK CURVE, 50 FEET NORTH OF THE
 OZ0032'CENTER LINE OF THE ROAD, ON A LEDGE OF ROCK MARKED BY THE PAINTED
 OZ0032'LETTERS US 7120.1 BM, AND LEVEL WITH THE ROAD.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0318 ***********************************************************************
 OZ0318  DESIGNATION -  7127.1
 OZ0318  PID         -  OZ0318
 OZ0318  STATE/COUNTY-  ID/BLAINE
 OZ0318  USGS QUAD   -  SNOWYSIDE PEAK (1964)
 OZ0318
 OZ0318                         *CURRENT SURVEY CONTROL
 OZ0318  ___________________________________________________________________
 OZ0318* NAD 83(1986)-  43 53 42.     (N)    114 55 00.     (W)     SCALED    
 OZ0318* NAVD 88     -      2173.423  (meters)    7130.64   (feet)  ADJUSTED  
 OZ0318  ___________________________________________________________________
 OZ0318  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 OZ0318  DYNAMIC HT  -        2171.957 (meters)    7125.83  (feet)  COMP
 OZ0318  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 OZ0318
 OZ0318  VERT ORDER  -  SECOND    CLASS 0
 OZ0318
 OZ0318.The horizontal coordinates were scaled from a topographic map and have
 OZ0318.an estimated accuracy of +/- 6 seconds.
 OZ0318
 OZ0318.The orthometric height was determined by differential leveling
 OZ0318.and adjusted by the National Geodetic Survey in June 1991..
 OZ0318
 OZ0318.The geoid height was determined by GEOID03.
 OZ0318
 OZ0318.The dynamic height is computed by dividing the NAVD 88
 OZ0318.geopotential number by the normal gravity value computed on the
 OZ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0318.degrees latitude (g = 980.6199 gals.).
 OZ0318
 OZ0318.The modeled gravity was interpolated from observed gravity values.
 OZ0318
 OZ0318;                    North         East    Units  Estimated Accuracy
 OZ0318;SPC ID C     -   247,940.      426,350.      MT  (+/- 180 meters Scaled)
 OZ0318
 OZ0318                          SUPERSEDED SURVEY CONTROL
 OZ0318
 OZ0318  NGVD 29 (??/??/92) 2172.019  (m)         7126.03   (f) ADJ UNCH    2 0
 OZ0318
 OZ0318.Superseded values are not recommended for survey control.
 OZ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0318.See file dsdata.txt to determine how the superseded data were derived.
 OZ0318
 OZ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ673623(NAD 83)
 OZ0318_MARKER: Q = CHISELED SQUARE
 OZ0318_SETTING: 80 = SET IN A BOULDER
 OZ0318_SP_SET: BOULDER
 OZ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0318+STABILITY: SURFACE MOTION
 OZ0318
 OZ0318  HISTORY     - Date     Condition        Report By
 OZ0318  HISTORY     - UNK      MONUMENTED       USGS
 OZ0318  HISTORY     - 1950     GOOD             NGS
 OZ0318  HISTORY     - 1951     GOOD             NGS
 OZ0318
 OZ0318                          STATION DESCRIPTION
 OZ0318
 OZ0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0318'4.4 MI SW FROM ALTURAS LAKE.
 OZ0318'4.1 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0318'OUTLET AT ALTURAS LAKE, THENCE 0.3 MILE SOUTHWEST ALONG ATLANTA TRAIL,
 OZ0318'ON THE SOUTH SLOPE OF A LONG LOW ROCKY RIDGE, 41 1/2 FEET EAST OF A
 OZ0318'14-INCH PINE TREE WITH A TRIANGULAR BLAZE, 15 FEET SOUTH OF THE CENTER
 OZ0318'LINE OF THE TRAIL, ON TOP OF A 3 -BY - 6 FOOT BOULDER MARKED WITH A
 OZ0318'PAINTED B M, AND ABOUT 1 FOOT LOWER THAN THE TRAIL.
 OZ0318
 OZ0318                          STATION RECOVERY (1951)
 OZ0318
 OZ0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0166 ***********************************************************************
 QA0166  DESIGNATION -  7208
 QA0166  PID         -  QA0166
 QA0166  STATE/COUNTY-  ID/CUSTER
 QA0166  USGS QUAD   -  ELEVENMILE CREEK (1963)
 QA0166
 QA0166                         *CURRENT SURVEY CONTROL
 QA0166  ___________________________________________________________________
 QA0166* NAD 83(1986)-  44 28 03.     (N)    114 34 47.     (W)     SCALED    
 QA0166* NAVD 88     -      2199.211  (meters)    7215.24   (feet)  ADJUSTED  
 QA0166  ___________________________________________________________________
 QA0166  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 QA0166  DYNAMIC HT  -        2197.814 (meters)    7210.66  (feet)  COMP
 QA0166  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 QA0166
 QA0166  VERT ORDER  -  SECOND    CLASS 0
 QA0166
 QA0166.The horizontal coordinates were scaled from a topographic map and have
 QA0166.an estimated accuracy of +/- 6 seconds.
 QA0166
 QA0166.The orthometric height was determined by differential leveling
 QA0166.and adjusted by the National Geodetic Survey in June 1991..
 QA0166
 QA0166.The geoid height was determined by GEOID03.
 QA0166
 QA0166.The dynamic height is computed by dividing the NAVD 88
 QA0166.geopotential number by the normal gravity value computed on the
 QA0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0166.degrees latitude (g = 980.6199 gals.).
 QA0166
 QA0166.The modeled gravity was interpolated from observed gravity values.
 QA0166
 QA0166;                    North         East    Units  Estimated Accuracy
 QA0166;SPC ID C     -   311,300.      453,870.      MT  (+/- 180 meters Scaled)
 QA0166
 QA0166                          SUPERSEDED SURVEY CONTROL
 QA0166
 QA0166  NGVD 29 (??/??/92) 2197.809  (m)         7210.65   (f) ADJ UNCH    2 0
 QA0166
 QA0166.Superseded values are not recommended for survey control.
 QA0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0166.See file dsdata.txt to determine how the superseded data were derived.
 QA0166
 QA0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK925266(NAD 83)
 QA0166_MARKER: DD = SURVEY DISK
 QA0166_SETTING: 66 = SET IN ROCK OUTCROP
 QA0166_SP_SET: ROCK OUTCROP
 QA0166_STAMPING: 7208 1916
 QA0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0166+STABILITY: POSITION/ELEVATION WELL
 QA0166
 QA0166  HISTORY     - Date     Condition        Report By
 QA0166  HISTORY     - 1916     MONUMENTED       USGS
 QA0166  HISTORY     - 1960     GOOD             NGS
 QA0166
 QA0166                          STATION DESCRIPTION
 QA0166
 QA0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0166'19.65 MI NE FROM SUNBEAM.
 QA0166'19.65 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE
 QA0166'AND STORE AT SUNBEAM, 0.04 MILE NORTH OF A WOODEN BRIDGE OVER YANKEE
 QA0166'FORK CREEK, AT THE NORTH END OF A CUT, IN TOP OF A LARGE GRANITE
 QA0166'OUTCROP WHICH PROJECTS ABOUT 8 FEET ABOVE THE GROUND, 15 FEET WEST OF
 QA0166'THE CENTER LINE OF THE ROAD, 43.8 FEET SOUTH OF A WITNESS POST, AND
 QA0166'ABOUT 7 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1095 ***********************************************************************
 TO1095  DESIGNATION -  7264 VA
 TO1095  PID         -  TO1095
 TO1095  STATE/COUNTY-  ID/BOUNDARY
 TO1095  USGS QUAD   -  ROMAN NOSE (1996)
 TO1095
 TO1095                         *CURRENT SURVEY CONTROL
 TO1095  ___________________________________________________________________
 TO1095* NAD 83(1992)-  48 37 41.90608(N)    116 35 37.28167(W)     ADJUSTED  
 TO1095* NAVD 88     -      2213.     (meters)    7260.     (feet)  SCALED    
 TO1095  ___________________________________________________________________
 TO1095  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 TO1095  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 TO1095
 TO1095  HORZ ORDER  -  SECOND
 TO1095
 TO1095.The horizontal coordinates were established by classical geodetic methods
 TO1095.and adjusted by the National Geodetic Survey in July 1992..
 TO1095
 TO1095.The orthometric height was scaled from a topographic map.
 TO1095
 TO1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1095
 TO1095.The geoid height was determined by GEOID03.
 TO1095
 TO1095;                    North         East     Units Scale Factor Converg.
 TO1095;SPC ID W     -   773,971.618   737,812.103   MT  0.99998083   -0 37 59.4
 TO1095;UTM  11      - 5,386,217.464   529,939.064   MT  0.99961101   +0 18 17.7
 TO1095
 TO1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1095!SPC ID W     -   0.99965575  x   0.99998083  =   0.99963659
 TO1095!UTM  11      -   0.99965575  x   0.99961101  =   0.99926689
 TO1095
 TO1095                          SUPERSEDED SURVEY CONTROL
 TO1095
 TO1095  NAD 83(1986)-  48 37 41.91324(N)    116 35 37.27844(W) AD(       ) 2
 TO1095  NAD 27      -  48 37 42.17052(N)    116 35 33.54127(W) AD(       ) 2
 TO1095
 TO1095.Superseded values are not recommended for survey control.
 TO1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1095.See file dsdata.txt to determine how the superseded data were derived.
 TO1095
 TO1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP2993986217(NAD 83)
 TO1095
 TO1095  HISTORY     - Date     Condition        Report By
 TO1095  HISTORY     - 1911     MONUMENTED       USGS
 TO1095  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO1095
 TO1095                          STATION DESCRIPTION
 TO1095
 TO1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO1095'THE STATION WAS RECOVERED AND THE MARK FOUND IN GOOD CONDITION.
 TO1095'
 TO1095'THE STATION IS ABOUT 24 MILES NORTH OF SANDPOINT, 13 MILES
 TO1095'WEST-SOUTHWEST OF BONNERS FERRY AND 10 MILES WEST-NORTHWEST
 TO1095'OF NAPLES, ON THE SUMMIT OF ROMAN NOSE MOUNTAIN.  IT IS 14.1
 TO1095'FEET NORTHWEST OF THE NORTHWEST LEG OF A LOOKOUT TOWER.
 TO1095'
 TO1095'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ROMAN
 TO1095'NOSE 1936, THE DISTANCE BEING 35.62 FEET OR 10.856 METERS
 TO1095'WEST-NORTHWEST.
 TO1095'
 TO1095'THE MARK IS A BRONZE DISK, STAMPED VA 7264 1911, CEMENTED
 TO1095'IN A DRILL HOLE IN A 4 X 8 FOOT ROCK OUTCROP PROJECTING 10
 TO1095'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0288 ***********************************************************************
 OZ0288  DESIGNATION -  7275.76
 OZ0288  PID         -  OZ0288
 OZ0288  STATE/COUNTY-  ID/BLAINE
 OZ0288  USGS QUAD   -  ALTURAS LAKE (1963)
 OZ0288
 OZ0288                         *CURRENT SURVEY CONTROL
 OZ0288  ___________________________________________________________________
 OZ0288* NAD 83(1986)-  43 53 03.     (N)    114 45 49.     (W)     SCALED    
 OZ0288* NAVD 88     -      2236.24   (+/-2cm)    7336.7    (feet)  VERTCON   
 OZ0288  ___________________________________________________________________
 OZ0288  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 OZ0288
 OZ0288  VERT ORDER  -  ? (See Below)
 OZ0288
 OZ0288.The horizontal coordinates were scaled from a topographic map and have
 OZ0288.an estimated accuracy of +/- 6 seconds.
 OZ0288
 OZ0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0288.The vertical order pertains to the NGVD 29 superseded value.
 OZ0288
 OZ0288.The geoid height was determined by GEOID03.
 OZ0288
 OZ0288;                    North         East    Units  Estimated Accuracy
 OZ0288;SPC ID C     -   246,610.      438,640.      MT  (+/- 180 meters Scaled)
 OZ0288
 OZ0288                          SUPERSEDED SURVEY CONTROL
 OZ0288
 OZ0288  NGVD 29 (??/??/92) 2234.776  (m)         7331.93   (f) ADJ UNCH    ?  
 OZ0288
 OZ0288.Superseded values are not recommended for survey control.
 OZ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0288.See file dsdata.txt to determine how the superseded data were derived.
 OZ0288
 OZ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ796614(NAD 83)
 OZ0288_MARKER: DD = SURVEY DISK
 OZ0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0288_SP_SET: BRIDGE
 OZ0288_STAMPING: 7275.76
 OZ0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0288
 OZ0288  HISTORY     - Date     Condition        Report By
 OZ0288  HISTORY     - UNK      MONUMENTED       BPR
 OZ0288  HISTORY     - 1934     GOOD             NGS
 OZ0288
 OZ0288                          STATION DESCRIPTION
 OZ0288
 OZ0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0288'26.6 MI SE FROM STANLEY.
 OZ0288'IN BLAINE COUNTY, 26.6 MILES SOUTHEAST ALONG NEW U. S. HIGHWAY 93 FROM
 OZ0288'VALLEY CREEK RANGER STATION AT STANLEY, CUSTER COUNTY, ALONG THE EAST
 OZ0288'EDGE OF A LOW WOODS, AT A CONCRETE BRIDGE ACROSS A CREEK RUNNING DOWN
 OZ0288'FROM THE SOUTH, IN THE TOP OF THE NORTH CURB, 1-1/2 FEET FROM THE EAST
 OZ0288'END, AND 11 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0695 ***********************************************************************
 OX0695  DESIGNATION -  7285 VA
 OX0695  PID         -  OX0695
 OX0695  STATE/COUNTY-  ID/BONNEVILLE
 OX0695  USGS QUAD   -  POINT LOOKOUT (1981)
 OX0695
 OX0695                         *CURRENT SURVEY CONTROL
 OX0695  ___________________________________________________________________
 OX0695* NAD 83(1992)-  43 28 44.93361(N)    111 32 28.43615(W)     ADJUSTED  
 OX0695* NAVD 88     -      2223.4    (meters)    7295.     (feet)  VERTCON   
 OX0695  ___________________________________________________________________
 OX0695  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 OX0695  GEOID HEIGHT-         -10.55  (meters)                     GEOID03
 OX0695
 OX0695  HORZ ORDER  -  THIRD
 OX0695
 OX0695.The horizontal coordinates were established by classical geodetic methods
 OX0695.and adjusted by the National Geodetic Survey in July 1992..
 OX0695
 OX0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0695
 OX0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0695
 OX0695.The geoid height was determined by GEOID03.
 OX0695
 OX0695;                    North         East     Units Scale Factor Converg.
 OX0695;SPC ID E     -   201,517.909   250,597.853   MT  0.99997885   +0 25 49.3
 OX0695;UTM  12      - 4,814,167.883   456,229.351   MT  0.99962357   -0 22 20.7
 OX0695
 OX0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0695!SPC ID E     -   0.99965311  x   0.99997885  =   0.99963196
 OX0695!UTM  12      -   0.99965311  x   0.99962357  =   0.99927681
 OX0695
 OX0695:                Primary Azimuth Mark                     Grid Az
 OX0695:SPC ID E     -  SUMMERS                                  013 15 02.1
 OX0695:UTM  12      -  SUMMERS                                  014 03 12.1
 OX0695
 OX0695|---------------------------------------------------------------------|
 OX0695| PID    Reference Object                     Distance      Geod. Az  |
 OX0695|                                                           dddmmss.s |
 OX0695| OX0731 SUMMERS                             APPROX. 5.9 KM 0134051.4 |
 OX0695|---------------------------------------------------------------------|
 OX0695
 OX0695                          SUPERSEDED SURVEY CONTROL
 OX0695
 OX0695  NAD 83(1986)-  43 28 44.92514(N)    111 32 28.42181(W) AD(       ) 3
 OX0695  NAD 27      -  43 28 45.23076(N)    111 32 25.58068(W) AD(       ) 3
 OX0695  NGVD 29 (07/19/86) 2222.2    (m)         7291.     (f) VERT ANG       
 OX0695
 OX0695.Superseded values are not recommended for survey control.
 OX0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0695.See file dsdata.txt to determine how the superseded data were derived.
 OX0695
 OX0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP5622914168(NAD 83)
 OX0695_MARKER: DD = SURVEY DISK
 OX0695_SETTING: 66 = SET IN ROCK OUTCROP
 OX0695_SP_SET: SET IN ROCK OUTCROP
 OX0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0695+STABILITY: POSITION/ELEVATION WELL
 OX0695
 OX0695  HISTORY     - Date     Condition        Report By
 OX0695  HISTORY     - 1947     MONUMENTED       USGS
 OX0695
 OX0695                          STATION DESCRIPTION
 OX0695
 OX0695'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OX0695'LOCATED ABOUT 25.0 MI. E. OF IDAHO FALLS, 15.7 MI. SE. OF RIRIE, 1.2
 OX0695'MI. E. OF ANTELOPE CREEK, 0.5 MI. N. OF TRAIL CREEK, ON HIGHEST POINT
 OX0695'OF PROMINENT BARE CONICAL TOP.
 OX0695'
 OX0695'TO REACH FROM RAILROAD CROSSING ON STATE HIGHWAY 29 IN RIRIE, DRIVE E.
 OX0695'FOR 14.2 MI. ON STATE HIGHWAY 29 TO CROSSROADS, TURN RIGHT (S.) ON
 OX0695'ANTELOPE CREEK RD., DRIVE FOR 4.1 MI. TO RD. FORKS, TAKE LEFT FORK
 OX0695'(S.) AND DRIVE 2.3 MI. ON TRACK RD. TO RD. FORKS, TAKE LEFT FORK (E.)
 OX0695'UP TRAIL CREEK AND DRIVE FOR 1.5 MI. TO SADDLE AT HEAD OF TRAIL CREEK
 OX0695'AND END OF TRUCK TRAVEL, PACK N. TO HIGHEST TOP AND STATION.  A
 OX0695'20-MINUTE PACK.
 OX0695'
 OX0695'STATION MARK--STANDARD TABLET STAMPED---9 20 1923 7285 VA---,
 OX0695'CEMENTED IN SOLID ROCK OUTCROP.
 OX0695'
 OX0695'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OX0695'---NO 1 1947---, CEMENTED IN SOLID ROCK OUTCROP, 14.78 FT. FROM
 OX0695'STATION MARK, S 88 DEG 09 MIN E.
 OX0695'
 OX0695'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OX0695'---NO 2 1947---, CEMENTED IN SOLID ROCK OUTCROP, 12.07 FT. FROM
 OX0695'STATION MARK, S 02 DEG 03 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0296 ***********************************************************************
 OZ0296  DESIGNATION -  7294
 OZ0296  PID         -  OZ0296
 OZ0296  STATE/COUNTY-  ID/BLAINE
 OZ0296  USGS QUAD   -  GALENA (1970)
 OZ0296
 OZ0296                         *CURRENT SURVEY CONTROL
 OZ0296  ___________________________________________________________________
 OZ0296* NAD 83(1986)-  43 52 18.     (N)    114 39 19.     (W)     SCALED    
 OZ0296* NAVD 88     -      2223.235  (meters)    7294.06   (feet)  ADJUSTED  
 OZ0296  ___________________________________________________________________
 OZ0296  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 OZ0296  DYNAMIC HT  -        2221.696 (meters)    7289.01  (feet)  COMP
 OZ0296  MODELED GRAV-     979,846.6   (mgal)                       NAVD 88
 OZ0296
 OZ0296  VERT ORDER  -  SECOND    CLASS 0
 OZ0296
 OZ0296.The horizontal coordinates were scaled from a topographic map and have
 OZ0296.an estimated accuracy of +/- 6 seconds.
 OZ0296
 OZ0296.The orthometric height was determined by differential leveling
 OZ0296.and adjusted by the National Geodetic Survey in June 1991..
 OZ0296
 OZ0296.The geoid height was determined by GEOID03.
 OZ0296
 OZ0296.The dynamic height is computed by dividing the NAVD 88
 OZ0296.geopotential number by the normal gravity value computed on the
 OZ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0296.degrees latitude (g = 980.6199 gals.).
 OZ0296
 OZ0296.The modeled gravity was interpolated from observed gravity values.
 OZ0296
 OZ0296;                    North         East    Units  Estimated Accuracy
 OZ0296;SPC ID C     -   245,150.      447,330.      MT  (+/- 180 meters Scaled)
 OZ0296
 OZ0296                          SUPERSEDED SURVEY CONTROL
 OZ0296
 OZ0296  NGVD 29 (??/??/92) 2221.790  (m)         7289.32   (f) ADJ UNCH    2 0
 OZ0296
 OZ0296.Superseded values are not recommended for survey control.
 OZ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0296.See file dsdata.txt to determine how the superseded data were derived.
 OZ0296
 OZ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ883602(NAD 83)
 OZ0296_MARKER: P = PIPE CAP
 OZ0296_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OZ0296_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OZ0296_STAMPING: 7294
 OZ0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0296
 OZ0296  HISTORY     - Date     Condition        Report By
 OZ0296  HISTORY     - UNK      MONUMENTED       USGS
 OZ0296  HISTORY     - 1934     GOOD             NGS
 OZ0296
 OZ0296                          STATION DESCRIPTION
 OZ0296
 OZ0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0296'23.4 MI NW FROM KETCHUM.
 OZ0296'23.4 MILES NORTHWEST ALONG NEW U. S. HIGHWAY 93 FROM THE OREGON SHORT
 OZ0296'LINE RAILROAD STATION AT KETCHUM, BLAINE COUNTY, AT GALENA, 117 FEET
 OZ0296'SOUTH OF THE SOUTHWEST CORNER OF A STORE, 69 FEET SOUTHWEST OF A LOG
 OZ0296'BARN, 64 FEET NORTH OF AN ABANDONED BLACKSMITH SHOP, 34 FEET SOUTHWEST
 OZ0296'OF THE CENTERLINE OF THE HIGHWAY, AND RIVETED ON THE TOP OF A
 OZ0296'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1370 ***********************************************************************
 QB1370  DESIGNATION -  73 GWM
 QB1370  PID         -  QB1370
 QB1370  STATE/COUNTY-  ID/WASHINGTON
 QB1370  USGS QUAD   -  PADDOCK VALLEY RESERVOIR (1970)
 QB1370
 QB1370                         *CURRENT SURVEY CONTROL
 QB1370  ___________________________________________________________________
 QB1370* NAD 83(1992)-  44 14 03.40701(N)    116 31 57.86310(W)     ADJUSTED  
 QB1370* NAVD 88     -      1069.29   (+/-2cm)    3508.2    (feet)  VERTCON   
 QB1370  ___________________________________________________________________
 QB1370  LAPLACE CORR-           7.27  (seconds)                    DEFLEC99
 QB1370  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 QB1370
 QB1370  HORZ ORDER  -  THIRD
 QB1370  VERT ORDER  -  THIRD ? (See Below)
 QB1370
 QB1370.The horizontal coordinates were established by classical geodetic methods
 QB1370.and adjusted by the National Geodetic Survey in July 1992..
 QB1370
 QB1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1370.The vertical order pertains to the NGVD 29 superseded value.
 QB1370
 QB1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1370
 QB1370.The geoid height was determined by GEOID03.
 QB1370
 QB1370;                    North         East     Units Scale Factor Converg.
 QB1370;SPC ID W     -   285,519.668   737,471.103   MT  0.99998140   -0 32 45.8
 QB1370;UTM  11      - 4,898,000.452   537,314.461   MT  0.99961712   +0 19 33.5
 QB1370
 QB1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1370!SPC ID W     -   0.99983494  x   0.99998140  =   0.99981635
 QB1370!UTM  11      -   0.99983494  x   0.99961712  =   0.99945213
 QB1370
 QB1370                          SUPERSEDED SURVEY CONTROL
 QB1370
 QB1370  NAD 83(1986)-  44 14 03.40454(N)    116 31 57.86191(W) AD(       ) 3
 QB1370  NGVD 29 (09/17/91) 1068.21   (m)         3504.6    (f) LEVELING    3  
 QB1370
 QB1370.Superseded values are not recommended for survey control.
 QB1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1370.See file dsdata.txt to determine how the superseded data were derived.
 QB1370
 QB1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ3731498000(NAD 83)
 QB1370_MARKER: DB = BENCH MARK DISK
 QB1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1370+STABILITY: SURFACE MOTION
 QB1370
 QB1370  HISTORY     - Date     Condition        Report By
 QB1370  HISTORY     - 1948     MONUMENTED       USGS
 QB1370  HISTORY     - 1970     GOOD             USGS
 QB1370
 QB1370                          STATION DESCRIPTION
 QB1370
 QB1370'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QB1370'DESCRIBED IN LEVEL LINE BY USGS, 1948, PV 26.
 QB1370'
 QB1370'LOCATED ABOUT 25 MI. N. OF EMMETT, 22 MI. E. OF WEISER, 3 MI. E. OF
 QB1370'PADDOCK RESERVOIR, 1 MI. W. OF EMMETT TO COUNCIL RD., 210 FT. NE.
 QB1370'OF SMALL RESERVOIR, 28 FT. N. OF A RD. AND 6 FT. E. OF A FENCE.
 QB1370'
 QB1370'TO REACH FROM SIGNAL LIGHT IN EMMETT AT WASHINGTON AND MAIN STREETS,
 QB1370'GO N. ON STATE HIGHWAY 52 FOR 2.2 MI. TO A RD. CROSSING AND BEND IN
 QB1370'HIGHWAY, GO STRAIGHT AHEAD ON GRAVEL RD. FOR 4.3 MI. TO 3 FORKS IN
 QB1370'RD., TAKE LEFT FORK 3.5 MI. TO RD. FORKS, TAKE RIGHT FORK (STRAIGHT
 QB1370'AHEAD) FOR 5.5 MI. TO RD. FORK AFTER CROSSING BIG WILLOW CREEK,
 QB1370'TAKE LEFT FORK FOR 11.9 MI. TO DIM TRACK RD. ON LEFT NEAR THE CORNER
 QB1370'OF TOWNSHIPS 10 AND 11 N., R. 1 AND 2 W., TURN LEFT ON TRACK RD. FOR
 QB1370'0.5 MI. TO GATE, PASS THROUGH GATE FOR 0.05 MI. TO A REVERSE T-RD.,
 QB1370'CONTINUE STRAIGHT AHEAD (WSW.) FOR 0.5 MI. TO A WIRE GATE AND
 QB1370'STATION ON RIGHT.
 QB1370'
 QB1370'STATION MARK--A USGS BENCH MARK TABLET STAMPED---73 GWM 1948 3505---
 QB1370'SET IN A CONCRETE POST PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0382 ***********************************************************************
 OZ0382  DESIGNATION -  7367.4
 OZ0382  PID         -  OZ0382
 OZ0382  STATE/COUNTY-  ID/ELMORE
 OZ0382  USGS QUAD   -  MOUNT EVERLY (1972)
 OZ0382
 OZ0382                         *CURRENT SURVEY CONTROL
 OZ0382  ___________________________________________________________________
 OZ0382* NAD 83(1986)-  43 52 34.     (N)    115 00 57.     (W)     SCALED    
 OZ0382* NAVD 88     -      2246.646  (meters)    7370.87   (feet)  ADJUSTED  
 OZ0382  ___________________________________________________________________
 OZ0382  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 OZ0382  DYNAMIC HT  -        2245.123 (meters)    7365.87  (feet)  COMP
 OZ0382  MODELED GRAV-     979,859.9   (mgal)                       NAVD 88
 OZ0382
 OZ0382  VERT ORDER  -  SECOND    CLASS 0
 OZ0382
 OZ0382.The horizontal coordinates were scaled from a topographic map and have
 OZ0382.an estimated accuracy of +/- 6 seconds.
 OZ0382
 OZ0382.The orthometric height was determined by differential leveling
 OZ0382.and adjusted by the National Geodetic Survey in June 1991..
 OZ0382
 OZ0382.The geoid height was determined by GEOID03.
 OZ0382
 OZ0382.The dynamic height is computed by dividing the NAVD 88
 OZ0382.geopotential number by the normal gravity value computed on the
 OZ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0382.degrees latitude (g = 980.6199 gals.).
 OZ0382
 OZ0382.The modeled gravity was interpolated from observed gravity values.
 OZ0382
 OZ0382;                    North         East    Units  Estimated Accuracy
 OZ0382;SPC ID W     -   245,690.      859,000.      MT  (+/- 180 meters Scaled)
 OZ0382
 OZ0382                          SUPERSEDED SURVEY CONTROL
 OZ0382
 OZ0382  NGVD 29 (??/??/92) 2245.276  (m)         7366.38   (f) ADJ UNCH    2 0
 OZ0382
 OZ0382.Superseded values are not recommended for survey control.
 OZ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0382.See file dsdata.txt to determine how the superseded data were derived.
 OZ0382
 OZ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ594600(NAD 83)
 OZ0382_MARKER: Q = CHISELED SQUARE
 OZ0382_SETTING: 80 = SET IN A BOULDER
 OZ0382_SP_SET: BOULDER
 OZ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0382+STABILITY: SURFACE MOTION
 OZ0382
 OZ0382  HISTORY     - Date     Condition        Report By
 OZ0382  HISTORY     - UNK      MONUMENTED       USGS
 OZ0382  HISTORY     - 1950     GOOD             NGS
 OZ0382  HISTORY     - 1951     GOOD             NGS
 OZ0382
 OZ0382                          STATION DESCRIPTION
 OZ0382
 OZ0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0382'9.5 MI NE FROM ATLANTA.
 OZ0382'4.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0382'POST OFFICE AT ATLANTA, THENCE 5.5 MILES NORTHEAST ALONG MATTINGLY
 OZ0382'CREEK TRAIL, ABOUT 50 FEET NORTHWEST OF MATTINGLY CREEK, 17 1/2 FEET
 OZ0382'SOUTH OF A 30-INCH CROOKED FIR TREE, 4 1/2 FEET SOUTHEAST OF THE
 OZ0382'CENTER LINE OF THE TRAIL, 3 FEET HIGHER THAN THE TRAIL, ON TOP OF THE
 OZ0382'SOUTH SIDE OF A PYRAMID SHAPED BOULDER, AND MARKED BY A PAINTED CROSS.
 OZ0382
 OZ0382                          STATION RECOVERY (1951)
 OZ0382
 OZ0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0289 ***********************************************************************
 OZ0289  DESIGNATION -  7390.16
 OZ0289  PID         -  OZ0289
 OZ0289  STATE/COUNTY-  ID/BLAINE
 OZ0289  USGS QUAD   -  ALTURAS LAKE (1963)
 OZ0289
 OZ0289                         *CURRENT SURVEY CONTROL
 OZ0289  ___________________________________________________________________
 OZ0289* NAD 83(1986)-  43 53 03.     (N)    114 45 49.     (W)     SCALED    
 OZ0289* NAVD 88     -      2240.61   (+/-2cm)    7351.1    (feet)  VERTCON   
 OZ0289  ___________________________________________________________________
 OZ0289  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 OZ0289
 OZ0289  VERT ORDER  -  ? (See Below)
 OZ0289
 OZ0289.The horizontal coordinates were scaled from a topographic map and have
 OZ0289.an estimated accuracy of +/- 6 seconds.
 OZ0289
 OZ0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0289.The vertical order pertains to the NGVD 29 superseded value.
 OZ0289
 OZ0289.The geoid height was determined by GEOID03.
 OZ0289
 OZ0289;                    North         East    Units  Estimated Accuracy
 OZ0289;SPC ID C     -   246,610.      438,640.      MT  (+/- 180 meters Scaled)
 OZ0289
 OZ0289                          SUPERSEDED SURVEY CONTROL
 OZ0289
 OZ0289  NGVD 29 (??/??/92) 2239.148  (m)         7346.27   (f) ADJ UNCH    ?  
 OZ0289
 OZ0289.Superseded values are not recommended for survey control.
 OZ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0289.See file dsdata.txt to determine how the superseded data were derived.
 OZ0289
 OZ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ796614(NAD 83)
 OZ0289_MARKER: DB = BENCH MARK DISK
 OZ0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0289_SP_SET: CURB
 OZ0289_STAMPING: 7390.16
 OZ0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0289
 OZ0289  HISTORY     - Date     Condition        Report By
 OZ0289  HISTORY     - UNK      MONUMENTED       CGS
 OZ0289  HISTORY     - 1934     GOOD             NGS
 OZ0289
 OZ0289                          STATION DESCRIPTION
 OZ0289
 OZ0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0289'27.3 MI SE FROM STANLEY.
 OZ0289'IN BLAINE COUNTY, 27.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 FROM
 OZ0289'VALLEY CREEK RANGER STATION AT STANLEY, CUSTER COUNTY, 0.3 MILE WEST
 OZ0289'OF THE ROAD LEADING TO THE POLE CREEK RANGER STATION, AT A CONCRETE
 OZ0289'BRIDGE OVER A CREEK RUNNING DOWN FROM THE SOUTHEAST, IN THE TOP OF THE
 OZ0289'NORTH CURB, 1-1/2 FEET FROM THE EAST END, AND 11 FEET NORTH OF THE
 OZ0289'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0042 ***********************************************************************
 OZ0042  DESIGNATION -  7393.1
 OZ0042  PID         -  OZ0042
 OZ0042  STATE/COUNTY-  ID/CUSTER
 OZ0042  USGS QUAD   -  PHI KAPPA MTN (1967)
 OZ0042
 OZ0042                         *CURRENT SURVEY CONTROL
 OZ0042  ___________________________________________________________________
 OZ0042* NAD 83(1986)-  43 52 14.     (N)    114 11 52.     (W)     SCALED    
 OZ0042* NAVD 88     -      2255.262  (meters)    7399.14   (feet)  ADJUSTED  
 OZ0042  ___________________________________________________________________
 OZ0042  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OZ0042  DYNAMIC HT  -        2253.727 (meters)    7394.10  (feet)  COMP
 OZ0042  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 OZ0042
 OZ0042  VERT ORDER  -  FIRST     CLASS II
 OZ0042
 OZ0042.The horizontal coordinates were scaled from a topographic map and have
 OZ0042.an estimated accuracy of +/- 6 seconds.
 OZ0042
 OZ0042.The orthometric height was determined by differential leveling
 OZ0042.and adjusted by the National Geodetic Survey in June 1991..
 OZ0042
 OZ0042.The geoid height was determined by GEOID03.
 OZ0042
 OZ0042.The dynamic height is computed by dividing the NAVD 88
 OZ0042.geopotential number by the normal gravity value computed on the
 OZ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0042.degrees latitude (g = 980.6199 gals.).
 OZ0042
 OZ0042.The modeled gravity was interpolated from observed gravity values.
 OZ0042
 OZ0042;                    North         East    Units  Estimated Accuracy
 OZ0042;SPC ID C     -   244,830.      484,100.      MT  (+/- 180 meters Scaled)
 OZ0042
 OZ0042                          SUPERSEDED SURVEY CONTROL
 OZ0042
 OZ0042  NGVD 29 (??/??/92) 2253.893  (m)         7394.65   (f) ADJ UNCH    1 2
 OZ0042
 OZ0042.Superseded values are not recommended for survey control.
 OZ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0042.See file dsdata.txt to determine how the superseded data were derived.
 OZ0042
 OZ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ251613(NAD 83)
 OZ0042_MARKER: Q = CHISELED SQUARE
 OZ0042_SETTING: 80 = SET IN A BOULDER
 OZ0042_SP_SET: BOULDER
 OZ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0042+STABILITY: SURFACE MOTION
 OZ0042
 OZ0042  HISTORY     - Date     Condition        Report By
 OZ0042  HISTORY     - UNK      MONUMENTED       USGS
 OZ0042  HISTORY     - 1933     GOOD             NGS
 OZ0042
 OZ0042                          STATION DESCRIPTION
 OZ0042
 OZ0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0042'18.5 MI NE FROM KETCHUM.
 OZ0042'IN CUSTER COUNTY, 18.5 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT
 OZ0042'ROAD FROM KETCHUM, BLAINE COUNTY, 2.3 MILES SOUTHWEST OF THE FIRST
 OZ0042'BRIDGE OVER NORTH FORK OF BIG LOST RIVER, AT A DIVIDE ON A SMALL
 OZ0042'RIDGE, 30 FEET NORTHWEST OF THE ROAD, AND ON A LARGE GRANITE BOULDER
 OZ0042'MARKED BY THE PAINTED LETTERS US 7393.1 BM.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0944 ***********************************************************************
 RZ0944  DESIGNATION -  741 USGS
 RZ0944  PID         -  RZ0944
 RZ0944  STATE/COUNTY-  ID/NEZ PERCE
 RZ0944  USGS QUAD   -  CLARKSTON (1971)
 RZ0944
 RZ0944                         *CURRENT SURVEY CONTROL
 RZ0944  ___________________________________________________________________
 RZ0944* NAD 83(1986)-  46 25 06.     (N)    117 00 58.     (W)     SCALED    
 RZ0944* NAVD 88     -       226.063  (meters)     741.67   (feet)  ADJUSTED  
 RZ0944  ___________________________________________________________________
 RZ0944  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 RZ0944  DYNAMIC HT  -         226.062 (meters)     741.67  (feet)  COMP
 RZ0944  MODELED GRAV-     980,602.9   (mgal)                       NAVD 88
 RZ0944
 RZ0944  VERT ORDER  -  FIRST     CLASS II
 RZ0944
 RZ0944.The horizontal coordinates were scaled from a topographic map and have
 RZ0944.an estimated accuracy of +/- 6 seconds.
 RZ0944
 RZ0944.The orthometric height was determined by differential leveling
 RZ0944.and adjusted by the National Geodetic Survey in June 1991..
 RZ0944
 RZ0944.The geoid height was determined by GEOID03.
 RZ0944
 RZ0944.The dynamic height is computed by dividing the NAVD 88
 RZ0944.geopotential number by the normal gravity value computed on the
 RZ0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0944.degrees latitude (g = 980.6199 gals.).
 RZ0944
 RZ0944.The modeled gravity was interpolated from observed gravity values.
 RZ0944
 RZ0944;                    North         East    Units  Estimated Accuracy
 RZ0944;SPC ID W     -   528,720.      702,670.      MT  (+/- 180 meters Scaled)
 RZ0944
 RZ0944                          SUPERSEDED SURVEY CONTROL
 RZ0944
 RZ0944  NGVD 29 (??/??/92)  225.078  (m)          738.44   (f) ADJ UNCH    1 2
 RZ0944
 RZ0944.Superseded values are not recommended for survey control.
 RZ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0944.See file dsdata.txt to determine how the superseded data were derived.
 RZ0944
 RZ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM987405(NAD 83)
 RZ0944_MARKER: DD = SURVEY DISK
 RZ0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0944_SP_SET: STEP
 RZ0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0944
 RZ0944  HISTORY     - Date     Condition        Report By
 RZ0944  HISTORY     - UNK      MONUMENTED       USGS
 RZ0944  HISTORY     - 1959     GOOD             NGS
 RZ0944  HISTORY     - 1974     GOOD             NGS
 RZ0944  HISTORY     - 1980     GOOD             NGS
 RZ0944  HISTORY     - 20060902 GOOD             GEOCAC
 RZ0944
 RZ0944                          STATION DESCRIPTION
 RZ0944
 RZ0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0944'IN LEWISTON.
 RZ0944'PRESENT LOCATION ON THE TOP STEP OF MAIN DOOR TO COURT HOUSE 14 INS.
 RZ0944'NORTH WEST AND 17 1/4 INS. NORTH EAST OF THE NORTH WEST SIDE OF SAID
 RZ0944'DOOR AND 20 INS. SOUTH EAST OF BASE OF FIRST COLUMN NORTHWEST OF DOOR.
 RZ0944
 RZ0944                          STATION RECOVERY (1974)
 RZ0944
 RZ0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RZ0944'AT LEWISTON, IDAHO, AT THE SOUTHWEST CORNER OF MAIN STREET AND
 RZ0944'THIRTEENTH STREET, AT THE TOP STEP OF THE MAIN ENTRANCE OF THE NEZ
 RZ0944'PERCE COUNTY COURTHOUSE, 1.5 FEET SOUTHEAST OF THE BASE OF THE FIRST
 RZ0944'COLUMN NORTHWEST OF THE DOOR. SET FLUSH IN THE TOP STEP.
 RZ0944
 RZ0944                          STATION RECOVERY (1980)
 RZ0944
 RZ0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0944'IN LEWISTON, SET IN TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 RZ0944'LANDING AT THE MAIN STREET ENTRANCE TO THE NEZ PERCE COUNTY COURT
 RZ0944'HOUSE, 50 CENTIMETERS (20 INCHES) SOUTHEAST OF THE SOUTHEAST EDGE
 RZ0944'OF THE FIRST COLUMN NORTHWEST OF THE ENTRANCE.
 RZ0944
 RZ0944                          STATION RECOVERY (2006)
 RZ0944
 RZ0944'RECOVERY NOTE BY GEOCACHING 2006 (JLH)
 RZ0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0924 ***********************************************************************
 RY0924  DESIGNATION -  7414 VA
 RY0924  PID         -  RY0924
 RY0924  STATE/COUNTY-  ID/IDAHO
 RY0924  USGS QUAD   -  FISH LAKE (1995)
 RY0924
 RY0924                         *CURRENT SURVEY CONTROL
 RY0924  ___________________________________________________________________
 RY0924* NAD 83(1992)-  46 20 16.70471(N)    115 07 00.96517(W)     ADJUSTED  
 RY0924* NAVD 88     -      2265.     (meters)    7431.     (feet)  SCALED    
 RY0924  ___________________________________________________________________
 RY0924  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 RY0924  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 RY0924
 RY0924  HORZ ORDER  -  THIRD
 RY0924
 RY0924.The horizontal coordinates were established by classical geodetic methods
 RY0924.and adjusted by the National Geodetic Survey in July 1992..
 RY0924
 RY0924.The orthometric height was scaled from a topographic map.
 RY0924
 RY0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0924
 RY0924.The geoid height was determined by GEOID03.
 RY0924
 RY0924;                    North         East     Units Scale Factor Converg.
 RY0924;SPC ID W     -   519,199.897   848,736.592   MT  0.99996252   +0 27 28.7
 RY0924;UTM  11      - 5,133,322.871   644,918.596   MT  0.99985816   +1 21 45.0
 RY0924
 RY0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0924!SPC ID W     -   0.99964740  x   0.99996252  =   0.99960994
 RY0924!UTM  11      -   0.99964740  x   0.99985816  =   0.99950561
 RY0924
 RY0924                          SUPERSEDED SURVEY CONTROL
 RY0924
 RY0924  NAD 83(1986)-  46 20 16.71240(N)    115 07 00.96375(W) AD(       ) 3
 RY0924  NAD 27      -  46 20 17.01100(N)    115 06 57.52900(W) AD(       ) 3
 RY0924
 RY0924.Superseded values are not recommended for survey control.
 RY0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0924.See file dsdata.txt to determine how the superseded data were derived.
 RY0924
 RY0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM4491933323(NAD 83)
 RY0924
 RY0924  HISTORY     - Date     Condition        Report By
 RY0924  HISTORY     - 1934     MONUMENTED       CGS
 RY0924
 RY0924                          STATION DESCRIPTION
 RY0924
 RY0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RY0924'SEE STATION EAGLE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0314 ***********************************************************************
 OZ0314  DESIGNATION -  7465.1
 OZ0314  PID         -  OZ0314
 OZ0314  STATE/COUNTY-  ID/BLAINE
 OZ0314  USGS QUAD   -  SNOWYSIDE PEAK (1964)
 OZ0314
 OZ0314                         *CURRENT SURVEY CONTROL
 OZ0314  ___________________________________________________________________
 OZ0314* NAD 83(1986)-  43 52 45.     (N)    114 56 46.     (W)     SCALED    
 OZ0314* NAVD 88     -      2276.670  (meters)    7469.37   (feet)  ADJUSTED  
 OZ0314  ___________________________________________________________________
 OZ0314  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 OZ0314  DYNAMIC HT  -        2275.079 (meters)    7464.15  (feet)  COMP
 OZ0314  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 OZ0314
 OZ0314  VERT ORDER  -  SECOND    CLASS 0
 OZ0314
 OZ0314.The horizontal coordinates were scaled from a topographic map and have
 OZ0314.an estimated accuracy of +/- 6 seconds.
 OZ0314
 OZ0314.The orthometric height was determined by differential leveling
 OZ0314.and adjusted by the National Geodetic Survey in June 1991..
 OZ0314
 OZ0314.The geoid height was determined by GEOID03.
 OZ0314
 OZ0314.The dynamic height is computed by dividing the NAVD 88
 OZ0314.geopotential number by the normal gravity value computed on the
 OZ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0314.degrees latitude (g = 980.6199 gals.).
 OZ0314
 OZ0314.The modeled gravity was interpolated from observed gravity values.
 OZ0314
 OZ0314;                    North         East    Units  Estimated Accuracy
 OZ0314;SPC ID C     -   246,210.      423,970.      MT  (+/- 180 meters Scaled)
 OZ0314
 OZ0314                          SUPERSEDED SURVEY CONTROL
 OZ0314
 OZ0314  NGVD 29 (??/??/92) 2275.225  (m)         7464.63   (f) ADJ UNCH    2 0
 OZ0314
 OZ0314.Superseded values are not recommended for survey control.
 OZ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0314.See file dsdata.txt to determine how the superseded data were derived.
 OZ0314
 OZ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ650605(NAD 83)
 OZ0314_MARKER: Q = CHISELED SQUARE
 OZ0314_SETTING: 80 = SET IN A BOULDER
 OZ0314_SP_SET: BOULDER
 OZ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0314+STABILITY: SURFACE MOTION
 OZ0314
 OZ0314  HISTORY     - Date     Condition        Report By
 OZ0314  HISTORY     - UNK      MONUMENTED       USGS
 OZ0314  HISTORY     - 1950     GOOD             NGS
 OZ0314  HISTORY     - 1951     GOOD             NGS
 OZ0314
 OZ0314                          STATION DESCRIPTION
 OZ0314
 OZ0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0314'6.6 MI SW FROM ALTURAS LAKE.
 OZ0314'4.1 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0314'OUTLET AT ALTURAS LAKE, THENCE 2.5 MILES SOUTHWEST ALONG ATLANTA
 OZ0314'TRAIL, IN A SMALL CLEARING ON THE SOUTH SLOPE OF A HILL, 129 FEET
 OZ0314'NORTH OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE, 113 FEET NORTH
 OZ0314'OF THE CENTER LINE OF THE TRAIL, ON THE SOUTHWEST SIDE OF A 4 -BY - 6
 OZ0314'FOOT BOULDER WHICH PROJECTS 3 FEET ABOVE THE GROUND, 12 FEET HIGHER
 OZ0314'THAN THE TRAIL, AND MARKED WITH A PAINTED B M.
 OZ0314
 OZ0314                          STATION RECOVERY (1951)
 OZ0314
 OZ0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0039 ***********************************************************************
 OZ0039  DESIGNATION -  7497.5
 OZ0039  PID         -  OZ0039
 OZ0039  STATE/COUNTY-  ID/CUSTER
 OZ0039  USGS QUAD   -  PHI KAPPA MTN (1967)
 OZ0039
 OZ0039                         *CURRENT SURVEY CONTROL
 OZ0039  ___________________________________________________________________
 OZ0039* NAD 83(1986)-  43 51 02.     (N)    114 13 52.     (W)     SCALED    
 OZ0039* NAVD 88     -      2287.14   (+/-2cm)    7503.7    (feet)  VERTCON   
 OZ0039  ___________________________________________________________________
 OZ0039  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 OZ0039
 OZ0039  VERT ORDER  -  ? (See Below)
 OZ0039
 OZ0039.The horizontal coordinates were scaled from a topographic map and have
 OZ0039.an estimated accuracy of +/- 6 seconds.
 OZ0039
 OZ0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0039.The vertical order pertains to the NGVD 29 superseded value.
 OZ0039
 OZ0039.The geoid height was determined by GEOID03.
 OZ0039
 OZ0039;                    North         East    Units  Estimated Accuracy
 OZ0039;SPC ID C     -   242,620.      481,420.      MT  (+/- 180 meters Scaled)
 OZ0039
 OZ0039                          SUPERSEDED SURVEY CONTROL
 OZ0039
 OZ0039  NGVD 29 (??/??/92) 2285.726  (m)         7499.09   (f) ADJ UNCH    ?  
 OZ0039
 OZ0039.Superseded values are not recommended for survey control.
 OZ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0039.See file dsdata.txt to determine how the superseded data were derived.
 OZ0039
 OZ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ225590(NAD 83)
 OZ0039_MARKER: Q = CHISELED SQUARE
 OZ0039_SETTING: 80 = SET IN A BOULDER
 OZ0039_SP_SET: BOULDER
 OZ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0039+STABILITY: SURFACE MOTION
 OZ0039
 OZ0039  HISTORY     - Date     Condition        Report By
 OZ0039  HISTORY     - UNK      MONUMENTED       USGS
 OZ0039  HISTORY     - 1955     GOOD             NGS
 OZ0039
 OZ0039                          STATION DESCRIPTION
 OZ0039
 OZ0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0039'15.0 MI NE FROM KETCHUM.
 OZ0039'ABOUT 15.0 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 OZ0039'POST OFFICE IN KETCHUM, ABOUT 2.4 MILES NORTHEAST OF THE TRAIL CREEK
 OZ0039'SUMMIT, 1.6 MILES EAST OF PARK CREEK FOREST CAMP.  IT IS 100 FEET
 OZ0039'SOUTHEAST OF THE BASE OF A PROMINENT ROCK BLUFF WITH A TALUS SLOPE, IN
 OZ0039'THE FORK OF A JUNCTION OF THE NEW AND OLD ROADS, WEST OF A DENSE
 OZ0039'GROWTH OF SMALL PINE TREES IN THE ROAD FORK, 45 FEET NORTH OF THE
 OZ0039'CENTER LINE OF THE NEW ROAD AND 23 FEET SOUTHWEST OF THE CENTER LINE
 OZ0039'OF THE OLD ROAD.  IT IS ON THE TOP OF A FLAT GRANITE BOULDER NEAR THE
 OZ0039'NORTHEAST CORNER AND ABOUT 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0340 ***********************************************************************
 PZ0340  DESIGNATION -  7513
 PZ0340  PID         -  PZ0340
 PZ0340  STATE/COUNTY-  ID/CUSTER
 PZ0340  USGS QUAD   -  WARREN MOUNTAIN (1987)
 PZ0340
 PZ0340                         *CURRENT SURVEY CONTROL
 PZ0340  ___________________________________________________________________
 PZ0340* NAD 83(1986)-  44 01 55.     (N)    113 27 29.     (W)     SCALED    
 PZ0340* NAVD 88     -      2291.667  (meters)    7518.58   (feet)  ADJUSTED  
 PZ0340  ___________________________________________________________________
 PZ0340  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 PZ0340  DYNAMIC HT  -        2290.117 (meters)    7513.49  (feet)  COMP
 PZ0340  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 PZ0340
 PZ0340  VERT ORDER  -  SECOND    CLASS 0
 PZ0340
 PZ0340.The horizontal coordinates were scaled from a topographic map and have
 PZ0340.an estimated accuracy of +/- 6 seconds.
 PZ0340
 PZ0340.The orthometric height was determined by differential leveling
 PZ0340.and adjusted by the National Geodetic Survey in June 1991..
 PZ0340
 PZ0340.The geoid height was determined by GEOID03.
 PZ0340
 PZ0340.The dynamic height is computed by dividing the NAVD 88
 PZ0340.geopotential number by the normal gravity value computed on the
 PZ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0340.degrees latitude (g = 980.6199 gals.).
 PZ0340
 PZ0340.The modeled gravity was interpolated from observed gravity values.
 PZ0340
 PZ0340;                    North         East    Units  Estimated Accuracy
 PZ0340;SPC ID C     -   262,890.      543,440.      MT  (+/- 180 meters Scaled)
 PZ0340
 PZ0340                          SUPERSEDED SURVEY CONTROL
 PZ0340
 PZ0340  NGVD 29 (??/??/92) 2290.294  (m)         7514.07   (f) ADJ UNCH    2 0
 PZ0340
 PZ0340.Superseded values are not recommended for survey control.
 PZ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0340.See file dsdata.txt to determine how the superseded data were derived.
 PZ0340
 PZ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP030783(NAD 83)
 PZ0340_MARKER: Q = CHISELED SQUARE
 PZ0340_SETTING: 80 = SET IN A BOULDER
 PZ0340_SP_SET: BOULDER
 PZ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0340+STABILITY: SURFACE MOTION
 PZ0340
 PZ0340  HISTORY     - Date     Condition        Report By
 PZ0340  HISTORY     - UNK      MONUMENTED       USGS
 PZ0340  HISTORY     - 1948     GOOD             NGS
 PZ0340
 PZ0340                          STATION DESCRIPTION
 PZ0340
 PZ0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0340'4.1 MI N FROM MOUNTAIN VIEW G. S..
 PZ0340'4.1 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE MOUNTAIN VIEW GUARD
 PZ0340'STATION, AT THE Y INTERSECTION OF THE PASS CREEK ROAD AND A DIRT ROAD
 PZ0340'LEADING NORTHWEST TO THE WET CREEK SAWMILL, 18.5 FEET WEST OF THE
 PZ0340'CENTER LINE OF THE PASS CREEK ROAD, 6.0 FEET EAST OF THE CENTERLINE OF
 PZ0340'THE DIRT ROAD LEADING NORTHWEST, 3.0 FEET SOUTH OF A SIGN WET CREEK
 PZ0340'SAWMILL 1 MILE, A CHISELED SQUARE IN THE TOP OF A SMALL BOULDER ABOUT
 PZ0340'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0169 ***********************************************************************
 QA0169  DESIGNATION -  7520
 QA0169  PID         -  QA0169
 QA0169  STATE/COUNTY-  ID/CUSTER
 QA0169  USGS QUAD   -  ELEVENMILE CREEK (1963)
 QA0169
 QA0169                         *CURRENT SURVEY CONTROL
 QA0169  ___________________________________________________________________
 QA0169* NAD 83(1986)-  44 29 09.     (N)    114 32 40.     (W)     SCALED    
 QA0169* NAVD 88     -      2294.640  (meters)    7528.33   (feet)  ADJUSTED  
 QA0169  ___________________________________________________________________
 QA0169  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 QA0169  DYNAMIC HT  -        2293.152 (meters)    7523.45  (feet)  COMP
 QA0169  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 QA0169
 QA0169  VERT ORDER  -  SECOND    CLASS 0
 QA0169
 QA0169.The horizontal coordinates were scaled from a topographic map and have
 QA0169.an estimated accuracy of +/- 6 seconds.
 QA0169
 QA0169.The orthometric height was determined by differential leveling
 QA0169.and adjusted by the National Geodetic Survey in June 1991..
 QA0169
 QA0169.The geoid height was determined by GEOID03.
 QA0169
 QA0169.The dynamic height is computed by dividing the NAVD 88
 QA0169.geopotential number by the normal gravity value computed on the
 QA0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0169.degrees latitude (g = 980.6199 gals.).
 QA0169
 QA0169.The modeled gravity was interpolated from observed gravity values.
 QA0169
 QA0169;                    North         East    Units  Estimated Accuracy
 QA0169;SPC ID C     -   313,320.      456,690.      MT  (+/- 180 meters Scaled)
 QA0169
 QA0169                          SUPERSEDED SURVEY CONTROL
 QA0169
 QA0169  NGVD 29 (??/??/92) 2293.208  (m)         7523.63   (f) ADJ UNCH    2 0
 QA0169
 QA0169.Superseded values are not recommended for survey control.
 QA0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0169.See file dsdata.txt to determine how the superseded data were derived.
 QA0169
 QA0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK952287(NAD 83)
 QA0169_MARKER: DD = SURVEY DISK
 QA0169_SETTING: 80 = SET IN A BOULDER
 QA0169_STAMPING: 7520 1916
 QA0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0169+STABILITY: SURFACE MOTION
 QA0169
 QA0169  HISTORY     - Date     Condition        Report By
 QA0169  HISTORY     - 1916     MONUMENTED       USGS
 QA0169  HISTORY     - 1960     GOOD             NGS
 QA0169
 QA0169                          STATION DESCRIPTION
 QA0169
 QA0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0169'22.0 MI W FROM CHALLIS.
 QA0169'22.0 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0169'AT CHALLIS, 22.3 MILES NORTHEAST OF SUNBEAM, AT THE CROSSING OF MCKAY
 QA0169'CREEK, IN TOP OF A 4-BY 5-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT
 QA0169'ABOVE THE GROUND, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 42
 QA0169'FEET WEST-SOUTHWEST OF THE CENTER OF THE SOUTH END OF A 7-FOOT PIPE
 QA0169'CULVERT 5.7 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER
 QA0169'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0037 ***********************************************************************
 OZ0037  DESIGNATION -  7574.9
 OZ0037  PID         -  OZ0037
 OZ0037  STATE/COUNTY-  ID/CUSTER
 OZ0037  USGS QUAD   -  PHI KAPPA MTN (1967)
 OZ0037
 OZ0037                         *CURRENT SURVEY CONTROL
 OZ0037  ___________________________________________________________________
 OZ0037* NAD 83(1986)-  43 50 38.     (N)    114 14 44.     (W)     SCALED    
 OZ0037* NAVD 88     -      2310.729  (meters)    7581.12   (feet)  ADJUSTED  
 OZ0037  ___________________________________________________________________
 OZ0037  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 OZ0037  DYNAMIC HT  -        2309.110 (meters)    7575.81  (feet)  COMP
 OZ0037  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 OZ0037
 OZ0037  VERT ORDER  -  FIRST     CLASS II
 OZ0037
 OZ0037.The horizontal coordinates were scaled from a topographic map and have
 OZ0037.an estimated accuracy of +/- 6 seconds.
 OZ0037
 OZ0037.The orthometric height was determined by differential leveling
 OZ0037.and adjusted by the National Geodetic Survey in June 1991..
 OZ0037
 OZ0037.The geoid height was determined by GEOID03.
 OZ0037
 OZ0037.The dynamic height is computed by dividing the NAVD 88
 OZ0037.geopotential number by the normal gravity value computed on the
 OZ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0037.degrees latitude (g = 980.6199 gals.).
 OZ0037
 OZ0037.The modeled gravity was interpolated from observed gravity values.
 OZ0037
 OZ0037;                    North         East    Units  Estimated Accuracy
 OZ0037;SPC ID C     -   241,880.      480,250.      MT  (+/- 180 meters Scaled)
 OZ0037
 OZ0037                          SUPERSEDED SURVEY CONTROL
 OZ0037
 OZ0037  NGVD 29 (??/??/92) 2309.326  (m)         7576.51   (f) ADJ UNCH    1 2
 OZ0037
 OZ0037.Superseded values are not recommended for survey control.
 OZ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0037.See file dsdata.txt to determine how the superseded data were derived.
 OZ0037
 OZ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ214582(NAD 83)
 OZ0037_MARKER: N = NAIL
 OZ0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0037_SP_SET: TREE
 OZ0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0037
 OZ0037  HISTORY     - Date     Condition        Report By
 OZ0037  HISTORY     - UNK      MONUMENTED       USGS
 OZ0037  HISTORY     - 1933     GOOD             NGS
 OZ0037
 OZ0037                          STATION DESCRIPTION
 OZ0037
 OZ0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0037'15.0 MI NE FROM KETCHUM.
 OZ0037'IN CUSTER CO., 15.0 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT ROAD
 OZ0037'FROM KETCHUM BLAINE CO., 1.7 MILES NORTHEAST OF TRAIL CREEK SUMMIT,
 OZ0037'600 FEET SOUTHWEST OF LITTLE FALL CREEK, ON THE SOUTH SIDE OF THE
 OZ0037'ROAD, AND IN THE SOUTH OF ROOT OF A 24 INCH PINE TREE MARKED BY THE
 OZ0037'PAINTED LETTERS US 7574.9 BM. A USGS STANDARD NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1104 ***********************************************************************
 TO1104  DESIGNATION -  7607 VA
 TO1104  PID         -  TO1104
 TO1104  STATE/COUNTY-  ID/BOUNDARY
 TO1104  USGS QUAD   -  THE WIGWAMS (1996)
 TO1104
 TO1104                         *CURRENT SURVEY CONTROL
 TO1104  ___________________________________________________________________
 TO1104* NAD 83(1992)-  48 39 03.73863(N)    116 39 54.45636(W)     ADJUSTED  
 TO1104* NAVD 88     -      2317.6    (meters)    7604.     (feet)  VERTCON   
 TO1104  ___________________________________________________________________
 TO1104  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 TO1104  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 TO1104
 TO1104  HORZ ORDER  -  THIRD
 TO1104
 TO1104.The horizontal coordinates were established by classical geodetic methods
 TO1104.and adjusted by the National Geodetic Survey in July 1992..
 TO1104
 TO1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1104
 TO1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1104
 TO1104.The geoid height was determined by GEOID03.
 TO1104
 TO1104;                    North         East     Units Scale Factor Converg.
 TO1104;SPC ID W     -   776,559.843   732,576.846   MT  0.99998916   -0 41 13.2
 TO1104;UTM  11      - 5,388,718.676   524,664.110   MT  0.99960747   +0 15 05.0
 TO1104
 TO1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1104!SPC ID W     -   0.99963942  x   0.99998916  =   0.99962858
 TO1104!UTM  11      -   0.99963942  x   0.99960747  =   0.99924703
 TO1104
 TO1104:                Primary Azimuth Mark                     Grid Az
 TO1104:SPC ID W     -  ROMAN NOSE                               116 18 33.8
 TO1104:UTM  11      -  ROMAN NOSE                               115 22 15.6
 TO1104
 TO1104|---------------------------------------------------------------------|
 TO1104| PID    Reference Object                     Distance      Geod. Az  |
 TO1104|                                                           dddmmss.s |
 TO1104| TO1096 ROMAN NOSE                          APPROX. 5.9 KM 1153720.6 |
 TO1104|---------------------------------------------------------------------|
 TO1104
 TO1104                          SUPERSEDED SURVEY CONTROL
 TO1104
 TO1104  NAD 83(1986)-  48 39 03.74445(N)    116 39 54.45240(W) AD(       ) 3
 TO1104  NAD 27      -  48 39 03.97863(N)    116 39 50.66703(W) AD(       ) 3
 TO1104  NGVD 29 (07/19/86) 2316.2    (m)         7599.     (f) VERT ANG       
 TO1104
 TO1104.Superseded values are not recommended for survey control.
 TO1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1104.See file dsdata.txt to determine how the superseded data were derived.
 TO1104
 TO1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP2466488719(NAD 83)
 TO1104_MARKER: DD = SURVEY DISK
 TO1104_SETTING: 80 = SET IN A BOULDER
 TO1104_SP_SET: PARTIALLY EXPOSED BOULDER
 TO1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1104+STABILITY: SURFACE MOTION
 TO1104
 TO1104  HISTORY     - Date     Condition        Report By
 TO1104  HISTORY     - 1967     MONUMENTED       USGS
 TO1104
 TO1104                          STATION DESCRIPTION
 TO1104
 TO1104'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO1104'LOCATED ABOUT 27 MI. (AIRLINE) NNW. OF SANDPOINT, 16 MI. WSW. OF
 TO1104'BONNERS FERRY, ABOUT 13 MI. ENE. OF NORDMAN, ABOUT 0.5 MI. E. OF THE
 TO1104'BEEHIVE LAKES, ON THE SUMMIT OF THE N. PEAK ON TWIN PEAKS MOUNTAIN IN
 TO1104'SEC. 12, T. 61 N., R. 3 W.
 TO1104'
 TO1104'REACHED BY HELICOPTER.  (NOTE--SKID LANDING)
 TO1104'
 TO1104'TO REACH BY TRUCK, DRIVE N. FROM SANDPOINT ALONG U.S. HIGHWAYS 2 AND
 TO1104'95 FOR ABOUT 10 MI. TO THE PACK RIVER RD., THENCE NW. ALONG THE PACK
 TO1104'RIVER RD. FOR ABOUT 18.5 MI. AND TRAIL TO BEEHIVE LAKE, THENCE ALONG
 TO1104'TRAIL TO BEEHIVE LAKE, THENCE PACK W. TO SUMMIT OF RIDGE, THENCE S.
 TO1104'ALONG RIDGE TO TOP AND STATION.
 TO1104'
 TO1104'STATION MARK--A USGS TABLET STAMPED---VA 7607--- SET IN A NATURALLY
 TO1104'IMBEDDED BOULDER.
 TO1104'
 TO1104'REFERENCE MARK--A HEWED POST SCRIBED --S 15-- SET IN A ROCK MOUND,
 TO1104'8.85 FT. FROM STATION MARK, N 61 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1091 ***********************************************************************
 TO1091  DESIGNATION -  7650 VA
 TO1091  PID         -  TO1091
 TO1091  STATE/COUNTY-  ID/BOUNDARY
 TO1091  USGS QUAD   -  SMITH PEAK (1969)
 TO1091
 TO1091                         *CURRENT SURVEY CONTROL
 TO1091  ___________________________________________________________________
 TO1091* NAD 83(1992)-  48 50 02.43414(N)    116 40 13.84336(W)     ADJUSTED  
 TO1091* NAVD 88     -      2334.1    (meters)    7658.     (feet)  VERTCON   
 TO1091  ___________________________________________________________________
 TO1091  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 TO1091  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 TO1091
 TO1091  HORZ ORDER  -  THIRD
 TO1091
 TO1091.The horizontal coordinates were established by classical geodetic methods
 TO1091.and adjusted by the National Geodetic Survey in July 1992..
 TO1091
 TO1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1091
 TO1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1091
 TO1091.The geoid height was determined by GEOID03.
 TO1091
 TO1091;                    North         East     Units Scale Factor Converg.
 TO1091;SPC ID W     -   796,910.160   732,425.831   MT  0.99998941   -0 41 34.8
 TO1091;UTM  11      - 5,409,056.008   524,179.546   MT  0.99960718   +0 14 52.9
 TO1091
 TO1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1091!SPC ID W     -   0.99963682  x   0.99998941  =   0.99962623
 TO1091!UTM  11      -   0.99963682  x   0.99960718  =   0.99924414
 TO1091
 TO1091:                Primary Azimuth Mark                     Grid Az
 TO1091:SPC ID W     -  PARKER                                   054 32 46.1
 TO1091:UTM  11      -  PARKER                                   053 36 18.4
 TO1091
 TO1091|---------------------------------------------------------------------|
 TO1091| PID    Reference Object                     Distance      Geod. Az  |
 TO1091|                                                           dddmmss.s |
 TO1091| TO1087 PARKER                              APPROX. 7.5 KM 0535111.3 |
 TO1091|---------------------------------------------------------------------|
 TO1091
 TO1091                          SUPERSEDED SURVEY CONTROL
 TO1091
 TO1091  NAD 83(1986)-  48 50 02.44150(N)    116 40 13.84215(W) AD(       ) 3
 TO1091  NAD 27      -  48 50 02.67844(N)    116 40 10.04575(W) AD(       ) 3
 TO1091  NGVD 29 (07/19/86) 2332.7    (m)         7653.     (f) VERT ANG       
 TO1091
 TO1091.Superseded values are not recommended for survey control.
 TO1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1091.See file dsdata.txt to determine how the superseded data were derived.
 TO1091
 TO1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ2418009056(NAD 83)
 TO1091_MARKER: DB = BENCH MARK DISK
 TO1091_SETTING: 80 = SET IN A BOULDER
 TO1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1091+STABILITY: SURFACE MOTION
 TO1091
 TO1091  HISTORY     - Date     Condition        Report By
 TO1091  HISTORY     - 1967     MONUMENTED       USGS
 TO1091
 TO1091                          STATION DESCRIPTION
 TO1091
 TO1091'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO1091'LOCATED ABOUT 18.5 MI. NW. OF BONNERS FERRY, 17 MI. E. OF THE
 TO1091'WASHINGTON-IDAHO STATE LINE, 14 MI. SW. OF PORTHILL, 12 MI. S. OF THE
 TO1091'IDAHO-BRITISH COLUMBIA BOUNDARY, 10 MI. NE. OF THE UPPER END OF PRIEST
 TO1091'LAKE, ON A TOP KNOWN AS SMITH PEAK, ON THE S. ONE OF TWO TOPS AND
 TO1091'ABOUT 10 FT. LOWER THAN THE N. TOP AND ABOUT 350 FT. S. OF A DESTROYED
 TO1091'L.O.H. WHICH WAS LOCATED ON THE N. TOP.
 TO1091'
 TO1091'TO REACH FROM PORTHILL, TAKE FERRY ACROSS KOOTENAI RIVER AND TAKE RD.
 TO1091'UP SMITH CREEK TO A POINT NEAR SEC. COR. 2, 3, 10, 11, T. 63 N.,
 TO1091'R. 3 W., THENCE PACK E. UP STEEP ROCKY SLOPE.
 TO1091'
 TO1091'STATION MARK--A USGS VABM (ALUMINUM TABLET) STAMPED---7650--- SET IN
 TO1091'THE TOP OF A LARGE POINTED BOULDER ON HIGHEST POINT OF S. TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0035 ***********************************************************************
 OZ0035  DESIGNATION -  7663.3
 OZ0035  PID         -  OZ0035
 OZ0035  STATE/COUNTY-  ID/CUSTER
 OZ0035  USGS QUAD   -  ROCK ROLL CANYON (1967)
 OZ0035
 OZ0035                         *CURRENT SURVEY CONTROL
 OZ0035  ___________________________________________________________________
 OZ0035* NAD 83(1986)-  43 50 09.     (N)    114 15 28.     (W)     SCALED    
 OZ0035* NAVD 88     -      2337.69   (+/-2cm)    7669.6    (feet)  VERTCON   
 OZ0035  ___________________________________________________________________
 OZ0035  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 OZ0035
 OZ0035  VERT ORDER  -  ? (See Below)
 OZ0035
 OZ0035.The horizontal coordinates were scaled from a topographic map and have
 OZ0035.an estimated accuracy of +/- 6 seconds.
 OZ0035
 OZ0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0035.The vertical order pertains to the NGVD 29 superseded value.
 OZ0035
 OZ0035.The geoid height was determined by GEOID03.
 OZ0035
 OZ0035;                    North         East    Units  Estimated Accuracy
 OZ0035;SPC ID C     -   240,990.      479,270.      MT  (+/- 180 meters Scaled)
 OZ0035
 OZ0035                          SUPERSEDED SURVEY CONTROL
 OZ0035
 OZ0035  NGVD 29 (??/??/92) 2336.283  (m)         7664.96   (f) ADJ UNCH    ?  
 OZ0035
 OZ0035.Superseded values are not recommended for survey control.
 OZ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0035.See file dsdata.txt to determine how the superseded data were derived.
 OZ0035
 OZ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ204572(NAD 83)
 OZ0035_MARKER: N = NAIL
 OZ0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0035_SP_SET: TREE
 OZ0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0035
 OZ0035  HISTORY     - Date     Condition        Report By
 OZ0035  HISTORY     - UNK      MONUMENTED       USGS
 OZ0035  HISTORY     - 1933     GOOD             NGS
 OZ0035
 OZ0035                          STATION DESCRIPTION
 OZ0035
 OZ0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OZ0035'13.9 MI NE FROM KETCHUM.
 OZ0035'IN CUSTER CO., 13.9 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT ROAD
 OZ0035'FROM KETCHUM, BLAINE CO., 0.7 MILE NORTHEAST OF TRAIL CREEK SUMMIT, AT
 OZ0035'PARK CREEK CAMP, 15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND
 OZ0035'IN THE ROOT OF A 16 INCH PINE TREE MARKED BY THE PAINTED LETTERS US
 OZ0035'7663.3 BM.  A USGS STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0880 ***********************************************************************
 RY0880  DESIGNATION -  7677=SQUAW PK
 RY0880  PID         -  RY0880
 RY0880  STATE/COUNTY-  ID/IDAHO
 RY0880  USGS QUAD   -  WAHOO PEAK (1995)
 RY0880
 RY0880                         *CURRENT SURVEY CONTROL
 RY0880  ___________________________________________________________________
 RY0880* NAD 83(1992)-  46 09 52.83826(N)    114 38 48.91654(W)     ADJUSTED  
 RY0880* NAVD 88     -      2342.     (meters)    7684.     (feet)  SCALED    
 RY0880  ___________________________________________________________________
 RY0880  LAPLACE CORR-           8.42  (seconds)                    DEFLEC99
 RY0880  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 RY0880
 RY0880  HORZ ORDER  -  SECOND
 RY0880
 RY0880.The horizontal coordinates were established by classical geodetic methods
 RY0880.and adjusted by the National Geodetic Survey in July 1992..
 RY0880
 RY0880.The orthometric height was scaled from a topographic map.
 RY0880
 RY0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0880
 RY0880.The geoid height was determined by GEOID03.
 RY0880
 RY0880;                    North         East     Units Scale Factor Converg.
 RY0880;SPC ID W     -   500,334.998   885,188.384   MT  1.00002251   +0 47 44.6
 RY0880;SPC MT       -   225,823.063   202,971.106   MT  0.99950118   -3 45 54.0
 RY0880;SPC MT       -   740,889.31    665,915.70   iFT  0.99950118   -3 45 54.0
 RY0880;UTM  11      - 5,115,036.080   681,661.031   MT  1.00000569   +1 41 52.1
 RY0880
 RY0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0880!SPC ID W     -   0.99963519  x   1.00002251  =   0.99965769
 RY0880!SPC MT       -   0.99963519  x   0.99950118  =   0.99913655
 RY0880!UTM  11      -   0.99963519  x   1.00000569  =   0.99964088
 RY0880
 RY0880                          SUPERSEDED SURVEY CONTROL
 RY0880
 RY0880  NAD 83(1986)-  46 09 52.84562(N)    114 38 48.90852(W) AD(       ) 2
 RY0880  NAD 27      -  46 09 53.13300(N)    114 38 45.55000(W) AD(       ) 2
 RY0880
 RY0880.Superseded values are not recommended for survey control.
 RY0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0880.See file dsdata.txt to determine how the superseded data were derived.
 RY0880
 RY0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM8166115036(NAD 83)
 RY0880
 RY0880  HISTORY     - Date     Condition        Report By
 RY0880  HISTORY     - 1935     MONUMENTED       CGS
 RY0880
 RY0880                          STATION DESCRIPTION
 RY0880
 RY0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0880'SEE STATION SQUAW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0435 ***********************************************************************
 SV0435  DESIGNATION -  79 039
 SV0435  PID         -  SV0435
 SV0435  STATE/COUNTY-  ID/KOOTENAI
 SV0435  USGS QUAD   -  FERNAN LAKE (1981)
 SV0435
 SV0435                         *CURRENT SURVEY CONTROL
 SV0435  ___________________________________________________________________
 SV0435* NAD 83(1986)-  47 37 46.     (N)    116 42 28.     (W)     SCALED    
 SV0435* NAVD 88     -       655.074  (meters)    2149.19   (feet)  ADJUSTED  
 SV0435  ___________________________________________________________________
 SV0435  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 SV0435  DYNAMIC HT  -         655.090 (meters)    2149.24  (feet)  COMP
 SV0435  MODELED GRAV-     980,616.2   (mgal)                       NAVD 88
 SV0435
 SV0435  VERT ORDER  -  SECOND    CLASS 0
 SV0435
 SV0435.The horizontal coordinates were scaled from a topographic map and have
 SV0435.an estimated accuracy of +/- 6 seconds.
 SV0435
 SV0435.The orthometric height was determined by differential leveling
 SV0435.and adjusted by the National Geodetic Survey in June 1991..
 SV0435
 SV0435.The geoid height was determined by GEOID03.
 SV0435
 SV0435.The dynamic height is computed by dividing the NAVD 88
 SV0435.geopotential number by the normal gravity value computed on the
 SV0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0435.degrees latitude (g = 980.6199 gals.).
 SV0435
 SV0435.The modeled gravity was interpolated from observed gravity values.
 SV0435
 SV0435;                    North         East    Units  Estimated Accuracy
 SV0435;SPC ID W     -   663,010.      728,020.      MT  (+/- 180 meters Scaled)
 SV0435
 SV0435                          SUPERSEDED SURVEY CONTROL
 SV0435
 SV0435  NGVD 29 (??/??/92)  653.937  (m)         2145.46   (f) ADJ UNCH    2 0
 SV0435
 SV0435.Superseded values are not recommended for survey control.
 SV0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0435.See file dsdata.txt to determine how the superseded data were derived.
 SV0435
 SV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN219751(NAD 83)
 SV0435_MARKER: DD = SURVEY DISK
 SV0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0435_STAMPING: 79 039 PCS 542
 SV0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0435+STABILITY: SURFACE MOTION
 SV0435
 SV0435  HISTORY     - Date     Condition        Report By
 SV0435  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0435  HISTORY     - 1958     GOOD             NGS
 SV0435
 SV0435                          STATION DESCRIPTION
 SV0435
 SV0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0435'5.8 MI E FROM COEUR DALENE.
 SV0435'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR D ALENE,
 SV0435'THENCE 5.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 10 TO THE WEST END OF A
 SV0435'CUT BANK.  53.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23.0 FEET
 SV0435'NORTH OF THE NORTH EDGE OF THE LAKE, SET IN A ROUND CONCRETE POST
 SV0435'PROJECTING 6 INCHES AND 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0231 ***********************************************************************
 QA0231  DESIGNATION -  7926.4
 QA0231  PID         -  QA0231
 QA0231  STATE/COUNTY-  ID/VALLEY
 QA0231  USGS QUAD   -  PISTOL LAKE (1990)
 QA0231
 QA0231                         *CURRENT SURVEY CONTROL
 QA0231  ___________________________________________________________________
 QA0231* NAD 83(1986)-  44 40 08.     (N)    115 27 16.     (W)     SCALED    
 QA0231* NAVD 88     -      2420.892  (meters)    7942.54   (feet)  ADJUSTED  
 QA0231  ___________________________________________________________________
 QA0231  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 QA0231  DYNAMIC HT  -        2419.368 (meters)    7937.54  (feet)  COMP
 QA0231  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 QA0231
 QA0231  VERT ORDER  -  SECOND    CLASS 0
 QA0231
 QA0231.The horizontal coordinates were scaled from a topographic map and have
 QA0231.an estimated accuracy of +/- 6 seconds.
 QA0231
 QA0231.The orthometric height was determined by differential leveling
 QA0231.and adjusted by the National Geodetic Survey in June 1991..
 QA0231
 QA0231.The geoid height was determined by GEOID03.
 QA0231
 QA0231.The dynamic height is computed by dividing the NAVD 88
 QA0231.geopotential number by the normal gravity value computed on the
 QA0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0231.degrees latitude (g = 980.6199 gals.).
 QA0231
 QA0231.The modeled gravity was interpolated from observed gravity values.
 QA0231
 QA0231;                    North         East    Units  Estimated Accuracy
 QA0231;SPC ID W     -   333,560.      823,440.      MT  (+/- 180 meters Scaled)
 QA0231
 QA0231                          SUPERSEDED SURVEY CONTROL
 QA0231
 QA0231  NGVD 29 (??/??/92) 2419.469  (m)         7937.87   (f) ADJ UNCH    2 0
 QA0231
 QA0231.Superseded values are not recommended for survey control.
 QA0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0231.See file dsdata.txt to determine how the superseded data were derived.
 QA0231
 QA0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK225473(NAD 83)
 QA0231_MARKER: N = NAIL
 QA0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0231_SP_SET: TREE
 QA0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0231
 QA0231  HISTORY     - Date     Condition        Report By
 QA0231  HISTORY     - UNK      MONUMENTED       USGS
 QA0231  HISTORY     - 1948     GOOD             NGS
 QA0231
 QA0231                          STATION DESCRIPTION
 QA0231
 QA0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QA0231'6.5 MI E FROM LANDMARK RANGER STATION.
 QA0231'6.5 MILES EAST ALONG THE LANDMARK-LUCKY LAD MINE ROAD FROM THE RANGER
 QA0231'STATION AT LANDMARK, ABOUT 1.1 MILES WEST OF PISTOL CREEK SUMMIT, AT A
 QA0231'SMALL CLEARING, 49.0 FEET NORTHEAST OF BENCH MARK B 329, 10.0 FEET
 QA0231'SOUTH OF THE CENTER LINE OF THE ROAD, A COPPER NAIL AND WASHER IN THE
 QA0231'NORTH ROOT OF A 10-INCH PINE TREE WITH A TRIANGULAR BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0310 ***********************************************************************
 OZ0310  DESIGNATION -  7932.4
 OZ0310  PID         -  OZ0310
 OZ0310  STATE/COUNTY-  ID/BLAINE
 OZ0310  USGS QUAD   -  MARSHALL PEAK (1964)
 OZ0310
 OZ0310                         *CURRENT SURVEY CONTROL
 OZ0310  ___________________________________________________________________
 OZ0310* NAD 83(1986)-  43 51 28.     (N)    114 58 05.     (W)     SCALED    
 OZ0310* NAVD 88     -      2419.077  (meters)    7936.59   (feet)  ADJUSTED  
 OZ0310  ___________________________________________________________________
 OZ0310  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 OZ0310  DYNAMIC HT  -        2417.254 (meters)    7930.61  (feet)  COMP
 OZ0310  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 OZ0310
 OZ0310  VERT ORDER  -  SECOND    CLASS 0
 OZ0310
 OZ0310.The horizontal coordinates were scaled from a topographic map and have
 OZ0310.an estimated accuracy of +/- 6 seconds.
 OZ0310
 OZ0310.The orthometric height was determined by differential leveling
 OZ0310.and adjusted by the National Geodetic Survey in June 1991..
 OZ0310
 OZ0310.The geoid height was determined by GEOID03.
 OZ0310
 OZ0310.The dynamic height is computed by dividing the NAVD 88
 OZ0310.geopotential number by the normal gravity value computed on the
 OZ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0310.degrees latitude (g = 980.6199 gals.).
 OZ0310
 OZ0310.The modeled gravity was interpolated from observed gravity values.
 OZ0310
 OZ0310;                    North         East    Units  Estimated Accuracy
 OZ0310;SPC ID C     -   243,850.      422,180.      MT  (+/- 180 meters Scaled)
 OZ0310
 OZ0310                          SUPERSEDED SURVEY CONTROL
 OZ0310
 OZ0310  NGVD 29 (??/??/92) 2417.528  (m)         7931.51   (f) ADJ UNCH    2 0
 OZ0310
 OZ0310.Superseded values are not recommended for survey control.
 OZ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0310.See file dsdata.txt to determine how the superseded data were derived.
 OZ0310
 OZ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ632580(NAD 83)
 OZ0310_MARKER: N = NAIL
 OZ0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0310_SP_SET: TREE
 OZ0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0310
 OZ0310  HISTORY     - Date     Condition        Report By
 OZ0310  HISTORY     - UNK      MONUMENTED       USGS
 OZ0310  HISTORY     - 1950     GOOD             NGS
 OZ0310  HISTORY     - 1951     GOOD             NGS
 OZ0310
 OZ0310                          STATION DESCRIPTION
 OZ0310
 OZ0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0310'8.7 MI SW FROM ALTURAS LAKE.
 OZ0310'4.1 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0310'OUTLET AT ALTURAS LAKE, THENCE 4.6 MILES SOUTHWEST ALONG ATLANTA
 OZ0310'TRAIL, 36 FEET NORTHEAST OF THE JUNCTION OF ROSS FORK TRAIL, 27 1/2
 OZ0310'FEET NORTHEAST OF A 14-INCH PINE TREE, 12 1/2 FEET SOUTHEAST OF THE
 OZ0310'CENTER LINE OF THE TRAIL, IN THE BASE OF THE NORTHWEST SIDE OF A
 OZ0310'15-INCH PINE TREE WITH A TRIANGULAR BLAZE AND THE WHITE PAINTED
 OZ0310'LETTERS AND NUMBERS B M 7932/4.
 OZ0310
 OZ0310                          STATION RECOVERY (1951)
 OZ0310
 OZ0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0876 ***********************************************************************
 RY0876  DESIGNATION -  7940 B
 RY0876  PID         -  RY0876
 RY0876  STATE/COUNTY-  ID/IDAHO
 RY0876  USGS QUAD   -  GRAVE PEAK (1994)
 RY0876
 RY0876                         *CURRENT SURVEY CONTROL
 RY0876  ___________________________________________________________________
 RY0876* NAD 83(1992)-  46 23 00.09322(N)    114 43 55.29286(W)     ADJUSTED  
 RY0876* NAVD 88     -      2420.16   (+/-2cm)    7940.1    (feet)  VERTCON   
 RY0876  ___________________________________________________________________
 RY0876  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 RY0876  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 RY0876
 RY0876  HORZ ORDER  -  THIRD
 RY0876  VERT ORDER  -  THIRD ? (See Below)
 RY0876
 RY0876.The horizontal coordinates were established by classical geodetic methods
 RY0876.and adjusted by the National Geodetic Survey in July 1992..
 RY0876
 RY0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0876.The vertical order pertains to the NGVD 29 superseded value.
 RY0876
 RY0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0876
 RY0876.The geoid height was determined by GEOID03.
 RY0876
 RY0876;                    North         East     Units Scale Factor Converg.
 RY0876;SPC ID W     -   524,553.406   878,303.864   MT  1.00000868   +0 44 13.3
 RY0876;UTM  11      - 5,139,142.270   674,395.580   MT  0.99997387   +1 38 32.5
 RY0876
 RY0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0876!SPC ID W     -   0.99962304  x   1.00000868  =   0.99963172
 RY0876!UTM  11      -   0.99962304  x   0.99997387  =   0.99959692
 RY0876
 RY0876:                Primary Azimuth Mark                     Grid Az
 RY0876:SPC ID W     -  MAPLE LAKE                               191 06 30.5
 RY0876:UTM  11      -  MAPLE LAKE                               190 12 11.3
 RY0876
 RY0876|---------------------------------------------------------------------|
 RY0876| PID    Reference Object                     Distance      Geod. Az  |
 RY0876|                                                           dddmmss.s |
 RY0876| RY0890 MAPLE LAKE                          APPROX.10.3 KM 1915043.8 |
 RY0876|---------------------------------------------------------------------|
 RY0876
 RY0876                          SUPERSEDED SURVEY CONTROL
 RY0876
 RY0876  NAD 83(1986)-  46 23 00.10256(N)    114 43 55.28782(W) AD(       ) 3
 RY0876  NAD 27      -  46 23 00.38782(N)    114 43 51.90818(W) AD(       ) 3
 RY0876  NGVD 29 (07/19/86) 2418.77   (m)         7935.6    (f) LEVELING    3  
 RY0876
 RY0876.Superseded values are not recommended for survey control.
 RY0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0876.See file dsdata.txt to determine how the superseded data were derived.
 RY0876
 RY0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM7439639142(NAD 83)
 RY0876_MARKER: DD = SURVEY DISK
 RY0876_SETTING: 80 = SET IN A BOULDER
 RY0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0876+STABILITY: SURFACE MOTION
 RY0876
 RY0876  HISTORY     - Date     Condition        Report By
 RY0876  HISTORY     - 1911     MONUMENTED       USGS
 RY0876
 RY0876                          STATION DESCRIPTION
 RY0876
 RY0876'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 RY0876'WIND LAKE, 0.8 MI. SSE. OF, ON FRIDAY PASS, 8 FT. S. OF TRAIL AT
 RY0876'THE EXACT POINT WHERE TRAIL GOES OVER EDGE OF BLUFF, 25 FT. E. OF
 RY0876'JACK PINE TREE WITH OLD SELWAY NATIONAL FOREST SIGN --FRIDAY PASS--,
 RY0876'IN A FLAT GRANITE BOULDER 0.1 FT. ABOVE SURFACE OF THE GROUND,
 RY0876'WITNESSED BY ROCK CAIRN, ALUMINUM TABLET STAMPED---7940 B 1911
 RY0876'56---.
 RY0876'
 RY0876'LOCATED ABOUT 49 MI. (AIRLINE) SW. OF MISSOULA, MONTANA, 29.4 MI.
 RY0876'WNW. OF HAMILTON, MONTANA, ON THE TRAIL FROM KOOKKOOSKIA MEADOWS
 RY0876'TO WIND LAKES, IN THE FRIDAY PASS SADDLE.
 RY0876'
 RY0876'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED---7940 D 1911
 RY0876'56--- SET IN BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0979 ***********************************************************************
 RA0979  DESIGNATION -  8
 RA0979  PID         -  RA0979
 RA0979  STATE/COUNTY-  ID/VALLEY
 RA0979  USGS QUAD   -  GRANITE LAKE (1963)
 RA0979
 RA0979                         *CURRENT SURVEY CONTROL
 RA0979  ___________________________________________________________________
 RA0979* NAD 83(1986)-  45 00 26.     (N)    116 03 54.     (W)     SCALED    
 RA0979* NAVD 88     -      1528.000  (meters)    5013.11   (feet)  ADJUSTED  
 RA0979  ___________________________________________________________________
 RA0979  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 RA0979  DYNAMIC HT  -        1527.346 (meters)    5010.97  (feet)  COMP
 RA0979  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 RA0979
 RA0979  VERT ORDER  -  SECOND    CLASS 0
 RA0979
 RA0979.The horizontal coordinates were scaled from a topographic map and have
 RA0979.an estimated accuracy of +/- 6 seconds.
 RA0979
 RA0979.The orthometric height was determined by differential leveling
 RA0979.and adjusted by the National Geodetic Survey in June 1991..
 RA0979
 RA0979.The geoid height was determined by GEOID03.
 RA0979
 RA0979.The dynamic height is computed by dividing the NAVD 88
 RA0979.geopotential number by the normal gravity value computed on the
 RA0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0979.degrees latitude (g = 980.6199 gals.).
 RA0979
 RA0979.The modeled gravity was interpolated from observed gravity values.
 RA0979
 RA0979;                    North         East    Units  Estimated Accuracy
 RA0979;SPC ID W     -   371,160.      775,170.      MT  (+/- 180 meters Scaled)
 RA0979
 RA0979                          SUPERSEDED SURVEY CONTROL
 RA0979
 RA0979  NGVD 29 (??/??/92) 1526.820  (m)         5009.24   (f) ADJ UNCH    2 0
 RA0979
 RA0979.Superseded values are not recommended for survey control.
 RA0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0979.See file dsdata.txt to determine how the superseded data were derived.
 RA0979
 RA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK736841(NAD 83)
 RA0979_MARKER: DD = SURVEY DISK
 RA0979_SETTING: 80 = SET IN A BOULDER
 RA0979_SP_SET: BOULDER
 RA0979_STAMPING: 8 55 5009 95
 RA0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0979+STABILITY: SURFACE MOTION
 RA0979
 RA0979  HISTORY     - Date     Condition        Report By
 RA0979  HISTORY     - UNK      MONUMENTED       BPR
 RA0979  HISTORY     - 1959     GOOD             NGS
 RA0979
 RA0979                          STATION DESCRIPTION
 RA0979
 RA0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RA0979'7.75 MI N FROM MCCALL.
 RA0979'7.75 MILES NORTH ALONG AN ASPHALT ROAD LEADING TO BURGDORF FROM THE
 RA0979'JUNCTION OF STATE HIGHWAY 15 AT MCCALL, 39 FEET NORTHWEST OF THE
 RA0979'CENTER OF THE JUNCTION OF LAKE SHORE DRIVE, IN TOP OF A 9-BY 10-FOOT
 RA0979'GRANITE BOULDER WHICH PROJECTS ABOUT 4 1/2 FEET ABOVE THE GROUND, 132
 RA0979'FEET NORTH OF THE WEST END OF AN 18-INCH PIPE CULVERT UNDER THE ROAD,
 RA0979'31 FEET WEST OF THE CENTER LINE OF THE ROAD, 4.1 FEET NORTH-NORTHWEST
 RA0979'OF A WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.  NOTE--
 RA0979'THE DISK IS SLANTING.   .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0235 ***********************************************************************
 OZ0235  DESIGNATION -  8
 OZ0235  PID         -  OZ0235
 OZ0235  STATE/COUNTY-  ID/CAMAS
 OZ0235  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0235
 OZ0235                         *CURRENT SURVEY CONTROL
 OZ0235  ___________________________________________________________________
 OZ0235* NAD 83(1986)-  43 20 34.     (N)    114 43 57.     (W)     SCALED    
 OZ0235* NAVD 88     -      1537.617  (meters)    5044.67   (feet)  ADJUSTED  
 OZ0235  ___________________________________________________________________
 OZ0235  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 OZ0235  DYNAMIC HT  -        1536.732 (meters)    5041.76  (feet)  COMP
 OZ0235  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 OZ0235
 OZ0235  VERT ORDER  -  SECOND    CLASS 0
 OZ0235
 OZ0235.The horizontal coordinates were scaled from a topographic map and have
 OZ0235.an estimated accuracy of +/- 6 seconds.
 OZ0235
 OZ0235.The orthometric height was determined by differential leveling
 OZ0235.and adjusted by the National Geodetic Survey in June 1991..
 OZ0235
 OZ0235.The geoid height was determined by GEOID03.
 OZ0235
 OZ0235.The dynamic height is computed by dividing the NAVD 88
 OZ0235.geopotential number by the normal gravity value computed on the
 OZ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0235.degrees latitude (g = 980.6199 gals.).
 OZ0235
 OZ0235.The modeled gravity was interpolated from observed gravity values.
 OZ0235
 OZ0235;                    North         East    Units  Estimated Accuracy
 OZ0235;SPC ID C     -   186,440.      440,610.      MT  (+/- 180 meters Scaled)
 OZ0235
 OZ0235                          SUPERSEDED SURVEY CONTROL
 OZ0235
 OZ0235  NGVD 29 (??/??/92) 1536.540  (m)         5041.13   (f) ADJ UNCH    2 0
 OZ0235
 OZ0235.Superseded values are not recommended for survey control.
 OZ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0235.See file dsdata.txt to determine how the superseded data were derived.
 OZ0235
 OZ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ837013(NAD 83)
 OZ0235_MARKER: DD = SURVEY DISK
 OZ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0235+STABILITY: SURFACE MOTION
 OZ0235
 OZ0235  HISTORY     - Date     Condition        Report By
 OZ0235  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0235  HISTORY     - 1950     GOOD             NGS
 OZ0235
 OZ0235                          STATION DESCRIPTION
 OZ0235
 OZ0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0235'3.3 MI E FROM FAIRFIELD.
 OZ0235'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0235'THENCE 3.0 MILES EAST ALONG STATE HIGHWAY 68, AT THE INTERSECTION OF A
 OZ0235'NORTH-SOUTH DIRT ROAD, 65 FEET NORTHEAST OF THE CENTER OF THE NORTH
 OZ0235'END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 42 FEET NORTH OF THE
 OZ0235'CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF THE CENTER LINE OF THE
 OZ0235'DIRT ROAD, 5 FEET NORTH OF A POWER LINE GUY POLE, 2.3 FEET WEST OF A
 OZ0235'WITNESS POST, 1 1/2 FEET WEST OF A FENCE CORNER POST, ABOUT 2 FEET
 OZ0235'LOWET THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0235'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0793 ***********************************************************************
 RZ0793  DESIGNATION -  8
 RZ0793  PID         -  RZ0793
 RZ0793  STATE/COUNTY-  ID/LATAH
 RZ0793  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0793
 RZ0793                         *CURRENT SURVEY CONTROL
 RZ0793  ___________________________________________________________________
 RZ0793* NAD 83(1986)-  46 43 46.     (N)    117 00 43.     (W)     SCALED    
 RZ0793* NAVD 88     -       783.138  (meters)    2569.35   (feet)  ADJUSTED  
 RZ0793  ___________________________________________________________________
 RZ0793  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 RZ0793  DYNAMIC HT  -         783.079 (meters)    2569.15  (feet)  COMP
 RZ0793  MODELED GRAV-     980,512.8   (mgal)                       NAVD 88
 RZ0793
 RZ0793  VERT ORDER  -  SECOND    CLASS 0
 RZ0793
 RZ0793.The horizontal coordinates were scaled from a topographic map and have
 RZ0793.an estimated accuracy of +/- 6 seconds.
 RZ0793
 RZ0793.The orthometric height was determined by differential leveling
 RZ0793.and adjusted by the National Geodetic Survey in June 1991..
 RZ0793
 RZ0793.The geoid height was determined by GEOID03.
 RZ0793
 RZ0793.The dynamic height is computed by dividing the NAVD 88
 RZ0793.geopotential number by the normal gravity value computed on the
 RZ0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0793.degrees latitude (g = 980.6199 gals.).
 RZ0793
 RZ0793.The modeled gravity was interpolated from observed gravity values.
 RZ0793
 RZ0793;                    North         East    Units  Estimated Accuracy
 RZ0793;SPC ID W     -   563,290.      703,550.      MT  (+/- 180 meters Scaled)
 RZ0793
 RZ0793                          SUPERSEDED SURVEY CONTROL
 RZ0793
 RZ0793  NGVD 29 (??/??/92)  782.039  (m)         2565.74   (f) ADJ UNCH    2 0
 RZ0793
 RZ0793.Superseded values are not recommended for survey control.
 RZ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0793.See file dsdata.txt to determine how the superseded data were derived.
 RZ0793
 RZ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM990750(NAD 83)
 RZ0793_MARKER: DD = SURVEY DISK
 RZ0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0793_SP_SET: SIDEWALK
 RZ0793_STAMPING: NO 8
 RZ0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0793
 RZ0793  HISTORY     - Date     Condition        Report By
 RZ0793  HISTORY     - UNK      MONUMENTED       IDPWD
 RZ0793  HISTORY     - 1952     GOOD             NGS
 RZ0793
 RZ0793                          STATION DESCRIPTION
 RZ0793
 RZ0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0793'IN MOSCOW.
 RZ0793'AT MOSCOW, AT THE UNIVERSITY OF IDAHO, IN THE TOP OF THE SOUTHWEST
 RZ0793'CORNER OF THE CONCRETE SIDEWALK AT THE JUNCTION OF LINE AND 6TH
 RZ0793'STREETS, 43.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE IDAHO CLUB
 RZ0793'DORMITORY FOR MEN, 10 FEET SOUTH OF THE PROLONGATION OF THE SOUTH CURB
 RZ0793'OF 6TH STREET, 3 1/2 FEET WEST OF THE PROLONGATION OF THE WEST CURB OF
 RZ0793'LINE STREET, AND FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0460 ***********************************************************************
 SV0460  DESIGNATION -  8
 SV0460  PID         -  SV0460
 SV0460  STATE/COUNTY-  ID/KOOTENAI
 SV0460  USGS QUAD   -  LANE (1981)
 SV0460
 SV0460                         *CURRENT SURVEY CONTROL
 SV0460  ___________________________________________________________________
 SV0460* NAD 83(1986)-  47 37 24.     (N)    116 33 10.     (W)     SCALED    
 SV0460* NAVD 88     -       802.705  (meters)    2633.54   (feet)  ADJUSTED  
 SV0460  ___________________________________________________________________
 SV0460  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 SV0460  DYNAMIC HT  -         802.703 (meters)    2633.53  (feet)  COMP
 SV0460  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 SV0460
 SV0460  VERT ORDER  -  SECOND    CLASS 0
 SV0460
 SV0460.The horizontal coordinates were scaled from a topographic map and have
 SV0460.an estimated accuracy of +/- 6 seconds.
 SV0460
 SV0460.The orthometric height was determined by differential leveling
 SV0460.and adjusted by the National Geodetic Survey in June 1991..
 SV0460
 SV0460.The geoid height was determined by GEOID03.
 SV0460
 SV0460.The dynamic height is computed by dividing the NAVD 88
 SV0460.geopotential number by the normal gravity value computed on the
 SV0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0460.degrees latitude (g = 980.6199 gals.).
 SV0460
 SV0460.The modeled gravity was interpolated from observed gravity values.
 SV0460
 SV0460;                    North         East    Units  Estimated Accuracy
 SV0460;SPC ID W     -   662,200.      739,660.      MT  (+/- 180 meters Scaled)
 SV0460
 SV0460                          SUPERSEDED SURVEY CONTROL
 SV0460
 SV0460  NGVD 29 (??/??/92)  801.563  (m)         2629.79   (f) ADJ UNCH    2 0
 SV0460
 SV0460.Superseded values are not recommended for survey control.
 SV0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0460.See file dsdata.txt to determine how the superseded data were derived.
 SV0460
 SV0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN336745(NAD 83)
 SV0460_MARKER: DD = SURVEY DISK
 SV0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0460_SP_SET: CULVERT
 SV0460_STAMPING: 8 2631.56
 SV0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0460
 SV0460  HISTORY     - Date     Condition        Report By
 SV0460  HISTORY     - UNK      MONUMENTED       BPR
 SV0460  HISTORY     - 1957     MARK NOT FOUND   USGS
 SV0460
 SV0460                          STATION DESCRIPTION
 SV0460
 SV0460'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SV0460'15.2 MI NW FROM CATALDO.
 SV0460'15.2 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON-WASHINGTON
 SV0460'RAILROAD AND NAVIGATION COMPANY STATION AT CATALDO, KOOTENAI COUNTY,
 SV0460'1.9 MILES WEST OF THE HIGHWAY TUNNEL AT THE SUMMIT OF FOURTH OF JULY
 SV0460'CANYON, IN THE MIDDLE OF A 100-YARD STRAIGHT STRETCH OF HIGHWAY,
 SV0460'OPPOSITE A 100-FOOT CLEARING SOUTH OF THE HIGHWAY, 30 FEET NORTH OF
 SV0460'THE NORTH END OF A 20-FOOT CUT, 14 FEET NORTH OF THE CENTERLINE OF THE
 SV0460'HIGHWAY, AT A CORRUGATED-IRON PIPE CULVERT, AND IN THE CENTER OF THE
 SV0460'TOP OF THE CONCRETE HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 SV0460'STANDARD DISK, STAMPED 8 2631.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0461 ***********************************************************************
 OZ0461  DESIGNATION -  8
 OZ0461  PID         -  OZ0461
 OZ0461  STATE/COUNTY-  ID/ELMORE
 OZ0461  USGS QUAD   -  PINE (1973)
 OZ0461
 OZ0461                         *CURRENT SURVEY CONTROL
 OZ0461  ___________________________________________________________________
 OZ0461* NAD 83(1986)-  43 28 19.     (N)    115 18 40.     (W)     SCALED    
 OZ0461* NAVD 88     -      1303.010  (meters)    4274.96   (feet)  ADJUSTED  
 OZ0461  ___________________________________________________________________
 OZ0461  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 OZ0461  DYNAMIC HT  -        1302.318 (meters)    4272.69  (feet)  COMP
 OZ0461  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 OZ0461
 OZ0461  VERT ORDER  -  SECOND    CLASS 0
 OZ0461
 OZ0461.The horizontal coordinates were scaled from a topographic map and have
 OZ0461.an estimated accuracy of +/- 6 seconds.
 OZ0461
 OZ0461.The orthometric height was determined by differential leveling
 OZ0461.and adjusted by the National Geodetic Survey in June 1991..
 OZ0461
 OZ0461.The geoid height was determined by GEOID03.
 OZ0461
 OZ0461.The dynamic height is computed by dividing the NAVD 88
 OZ0461.geopotential number by the normal gravity value computed on the
 OZ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0461.degrees latitude (g = 980.6199 gals.).
 OZ0461
 OZ0461.The modeled gravity was interpolated from observed gravity values.
 OZ0461
 OZ0461;                    North         East    Units  Estimated Accuracy
 OZ0461;SPC ID W     -   200,620.      835,510.      MT  (+/- 180 meters Scaled)
 OZ0461
 OZ0461                          SUPERSEDED SURVEY CONTROL
 OZ0461
 OZ0461  NGVD 29 (??/??/92) 1301.938  (m)         4271.44   (f) ADJ UNCH    2 0
 OZ0461
 OZ0461.Superseded values are not recommended for survey control.
 OZ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0461.See file dsdata.txt to determine how the superseded data were derived.
 OZ0461
 OZ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ366146(NAD 83)
 OZ0461_MARKER: DD = SURVEY DISK
 OZ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0461+STABILITY: SURFACE MOTION
 OZ0461
 OZ0461  HISTORY     - Date     Condition        Report By
 OZ0461  HISTORY     - UNK      MONUMENTED       BOR
 OZ0461  HISTORY     - 1950     GOOD             NGS
 OZ0461
 OZ0461                          STATION DESCRIPTION
 OZ0461
 OZ0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0461'1.0 MI S FROM PINE.
 OZ0461'1.0 MILE SOUTH ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0461'PINE, AT THE SUMMIT OF A GRADE, ABOUT 30 YARDS EAST OF THE BASE OF THE
 OZ0461'EAST SLOPE OF A SMALL RIDGE LEADING NORTHWEST TO A HIGH
 OZ0461'NORTHEAST-SOUTHWEST RIDGE, DIRECTLY ACROSS THE ROAD FROM B.M. 7
 OZ0461'(U.S.B.R.), 197 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.9 FEET
 OZ0461'WEST OF A WITNESS POST, 2.6 FEET EAST OF A RED AND WHITE PAINTED STEEL
 OZ0461'ROD CEMENTED IN THE MIDDLE OF A CAIRN, ABOUT 25 FEET HIGHER THAN THE
 OZ0461'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 OZ0461'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0211 ***********************************************************************
 RA0211  DESIGNATION -  8 A
 RA0211  PID         -  RA0211
 RA0211  STATE/COUNTY-  ID/IDAHO
 RA0211  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0211
 RA0211                         *CURRENT SURVEY CONTROL
 RA0211  ___________________________________________________________________
 RA0211* NAD 83(1986)-  45 24 51.     (N)    116 04 29.     (W)     SCALED    
 RA0211* NAVD 88     -       596.537  (meters)    1957.14   (feet)  ADJUSTED  
 RA0211  ___________________________________________________________________
 RA0211  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 RA0211  DYNAMIC HT  -         596.379 (meters)    1956.62  (feet)  COMP
 RA0211  MODELED GRAV-     980,334.8   (mgal)                       NAVD 88
 RA0211
 RA0211  VERT ORDER  -  SECOND    CLASS 0
 RA0211
 RA0211.The horizontal coordinates were scaled from a topographic map and have
 RA0211.an estimated accuracy of +/- 6 seconds.
 RA0211
 RA0211.The orthometric height was determined by differential leveling
 RA0211.and adjusted by the National Geodetic Survey in June 1991..
 RA0211
 RA0211.The geoid height was determined by GEOID03.
 RA0211
 RA0211.The dynamic height is computed by dividing the NAVD 88
 RA0211.geopotential number by the normal gravity value computed on the
 RA0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0211.degrees latitude (g = 980.6199 gals.).
 RA0211
 RA0211.The modeled gravity was interpolated from observed gravity values.
 RA0211
 RA0211;                    North         East    Units  Estimated Accuracy
 RA0211;SPC ID W     -   416,380.      774,580.      MT  (+/- 180 meters Scaled)
 RA0211
 RA0211                          SUPERSEDED SURVEY CONTROL
 RA0211
 RA0211  NGVD 29 (??/??/92)  595.445  (m)         1953.56   (f) ADJ UNCH    2 0
 RA0211
 RA0211.Superseded values are not recommended for survey control.
 RA0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0211.See file dsdata.txt to determine how the superseded data were derived.
 RA0211
 RA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL723293(NAD 83)
 RA0211_MARKER: DD = SURVEY DISK
 RA0211_SETTING: 80 = SET IN A BOULDER
 RA0211_SP_SET: BOULDER
 RA0211_STAMPING: 8 A 1938
 RA0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0211+STABILITY: SURFACE MOTION
 RA0211
 RA0211  HISTORY     - Date     Condition        Report By
 RA0211  HISTORY     - 1938     MONUMENTED       USGS
 RA0211  HISTORY     - 1945     GOOD             NGS
 RA0211
 RA0211                          STATION DESCRIPTION
 RA0211
 RA0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0211'2.3 MI W FROM FRENCH CREEK.
 RA0211'ALONG SALMON RIVER ROAD, 2.3 MILES WEST OF POST OFFICE AT FRENCH
 RA0211'CREEK, ON BANK AT THE SOUTHWEST END OF A LONG HIGH DIRT CUT, 60.0 FEET
 RA0211'SOUTH OF CENTERLINE OF ROAD, 44.0 FEET NORTHEAST OF A 2 FOOT PINE
 RA0211'TREE, 3.4 FEET SOUTH OF A REFERENCE POST, SET IN TOP OF AN EMBEDDED
 RA0211'BOULDER 24 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0605 ***********************************************************************
 QA0605  DESIGNATION -  8 A
 QA0605  PID         -  QA0605
 QA0605  STATE/COUNTY-  ID/VALLEY
 QA0605  USGS QUAD   -  FITSUM SUMMIT (1973)
 QA0605
 QA0605                         *CURRENT SURVEY CONTROL
 QA0605  ___________________________________________________________________
 QA0605* NAD 83(1986)-  44 59 56.     (N)    115 56 49.     (W)     SCALED    
 QA0605* NAVD 88     -      1803.959  (meters)    5918.49   (feet)  ADJUSTED  
 QA0605  ___________________________________________________________________
 QA0605  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 QA0605  DYNAMIC HT  -        1802.950 (meters)    5915.18  (feet)  COMP
 QA0605  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 QA0605
 QA0605  VERT ORDER  -  SECOND    CLASS 0
 QA0605
 QA0605.The horizontal coordinates were scaled from a topographic map and have
 QA0605.an estimated accuracy of +/- 6 seconds.
 QA0605
 QA0605.The orthometric height was determined by differential leveling
 QA0605.and adjusted by the National Geodetic Survey in June 1991..
 QA0605
 QA0605.The geoid height was determined by GEOID03.
 QA0605
 QA0605.The dynamic height is computed by dividing the NAVD 88
 QA0605.geopotential number by the normal gravity value computed on the
 QA0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0605.degrees latitude (g = 980.6199 gals.).
 QA0605
 QA0605.The modeled gravity was interpolated from observed gravity values.
 QA0605
 QA0605;                    North         East    Units  Estimated Accuracy
 QA0605;SPC ID W     -   370,200.      784,470.      MT  (+/- 180 meters Scaled)
 QA0605
 QA0605                          SUPERSEDED SURVEY CONTROL
 QA0605
 QA0605  NGVD 29 (??/??/92) 1802.590  (m)         5914.00   (f) ADJ UNCH    2 0
 QA0605
 QA0605.Superseded values are not recommended for survey control.
 QA0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0605.See file dsdata.txt to determine how the superseded data were derived.
 QA0605
 QA0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK829833(NAD 83)
 QA0605_MARKER: DD = SURVEY DISK
 QA0605_SETTING: 80 = SET IN A BOULDER
 QA0605_SP_SET: BOULDER
 QA0605_STAMPING: 8 A 1939
 QA0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0605+STABILITY: SURFACE MOTION
 QA0605
 QA0605  HISTORY     - Date     Condition        Report By
 QA0605  HISTORY     - 1939     MONUMENTED       USGS
 QA0605  HISTORY     - 1959     GOOD             NGS
 QA0605
 QA0605                          STATION DESCRIPTION
 QA0605
 QA0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QA0605'15.35 MI NE FROM MCCALL.
 QA0605'15.35 MILES NORTHEAST ALONG AN ASPHALT AND GRAVEL ROAD FROM THE
 QA0605'JUNCTION OF STATE HIGHWAY 15 AT MCCALL, AT A SMALL CAMP GROUND AND THE
 QA0605'JUNCTION OF A TRAIL LEADING EAST TO SNOWSLIDE LAKE, IN TOP OF A 4-BY
 QA0605'5-FOOT EMBEDDED GRANITE BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 QA0605'GROUND, 90 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 29 FEET
 QA0605'NORTHWEST OF THE NORTH-NORTHWEST END OF A LOG BRIDGE ACROSS A CREEK,
 QA0605'3.6 FEET EAST OF A WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0014 ***********************************************************************
 OZ0014  CBN         -  This is a Cooperative Base Network Control Station.
 OZ0014  DESIGNATION -  8 A
 OZ0014  PID         -  OZ0014
 OZ0014  STATE/COUNTY-  ID/BLAINE
 OZ0014  USGS QUAD   -  SUN VALLEY (1967)
 OZ0014
 OZ0014                         *CURRENT SURVEY CONTROL
 OZ0014  ___________________________________________________________________
 OZ0014* NAD 83(1999)-  43 38 47.60821(N)    114 21 01.51170(W)     ADJUSTED  
 OZ0014* NAVD 88     -      1734.201  (meters)    5689.62   (feet)  ADJUSTED  
 OZ0014  ___________________________________________________________________
 OZ0014  X           -  -1,906,514.977 (meters)                     COMP
 OZ0014  Y           -  -4,212,574.716 (meters)                     COMP
 OZ0014  Z           -   4,380,947.106 (meters)                     COMP
 OZ0014  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 OZ0014  ELLIP HEIGHT-        1721.67  (meters)          (09/01/00) GPS OBS
 OZ0014  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 OZ0014  DYNAMIC HT  -        1733.141 (meters)    5686.15  (feet)  COMP
 OZ0014  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 OZ0014
 OZ0014  HORZ ORDER  -  A
 OZ0014  VERT ORDER  -  FIRST     CLASS II
 OZ0014  ELLP ORDER  -  THIRD     CLASS I
 OZ0014
 OZ0014.The horizontal coordinates were established by GPS observations
 OZ0014.and adjusted by the National Geodetic Survey in September 2000..
 OZ0014.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OZ0014.DATUM ITEM on the data sheet items page.
 OZ0014
 OZ0014.The orthometric height was determined by differential leveling
 OZ0014.and adjusted by the National Geodetic Survey in June 1991..
 OZ0014
 OZ0014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OZ0014
 OZ0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0014
 OZ0014.The ellipsoidal height was determined by GPS observations
 OZ0014.and is referenced to NAD 83.
 OZ0014
 OZ0014.The geoid height was determined by GEOID03.
 OZ0014
 OZ0014.The dynamic height is computed by dividing the NAVD 88
 OZ0014.geopotential number by the normal gravity value computed on the
 OZ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0014.degrees latitude (g = 980.6199 gals.).
 OZ0014
 OZ0014.The modeled gravity was interpolated from observed gravity values.
 OZ0014
 OZ0014;                    North         East     Units Scale Factor Converg.
 OZ0014;SPC ID C     -   219,986.402   471,729.324   MT  0.99995720   -0 14 30.7
 OZ0014;UTM  11      - 4,836,029.512   713,688.415   MT  1.00016169   +1 49 46.0
 OZ0014
 OZ0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0014!SPC ID C     -   0.99973010  x   0.99995720  =   0.99968731
 OZ0014!UTM  11      -   0.99973010  x   1.00016169  =   0.99989174
 OZ0014
 OZ0014                          SUPERSEDED SURVEY CONTROL
 OZ0014
 OZ0014  NAVD 88 (09/01/00) 1734.20   (m)         5689.6    (f) LEVELING    3  
 OZ0014  NGVD 29 (??/??/92) 1732.984  (m)         5685.63   (f) ADJ UNCH    1 2
 OZ0014
 OZ0014.Superseded values are not recommended for survey control.
 OZ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0014.See file dsdata.txt to determine how the superseded data were derived.
 OZ0014
 OZ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ1368836030(NAD 83)
 OZ0014_MARKER: DB = BENCH MARK DISK
 OZ0014_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0014_SP_SET: BOULDER
 OZ0014_STAMPING: 8 A 1932
 OZ0014_MARK LOGO: USGS  
 OZ0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0014+STABILITY: POSITION/ELEVATION WELL
 OZ0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0014+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 OZ0014
 OZ0014  HISTORY     - Date     Condition        Report By
 OZ0014  HISTORY     - 1932     MONUMENTED       USGS
 OZ0014  HISTORY     - 19990617 GOOD             GALENA
 OZ0014  HISTORY     - 20010627 GOOD             NGS
 OZ0014  HISTORY     - 20040904 GOOD             DJC
 OZ0014  HISTORY     - 20060912 GOOD             USGS
 OZ0014
 OZ0014                          STATION DESCRIPTION
 OZ0014
 OZ0014'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 OZ0014'2.8 MI S FROM KETCHUM.
 OZ0014'2.8 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM KETCHUM,
 OZ0014'BLAINE COUNTY, 0.5 MILE SOUTH OF A BRIDGE OVER WOOD RIVER, 300 FEET
 OZ0014'WEST OF A HIGHWAY CROSSING, AT THE BASE OF THE POINT OF A ROCK BLUFF,
 OZ0014'NEAR THE SOUTHWEST CORNER OF A FENCE, IN THE TOP OF A LARGE BURIED
 OZ0014'BOULDER MARKED BY THE PAINTED LETTERS USBM, AND 3 FEET HIGHER THAN THE
 OZ0014'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 8 A
 OZ0014'1932.
 OZ0014
 OZ0014                          STATION RECOVERY (1999)
 OZ0014
 OZ0014'RECOVERY NOTE BY GALENA ENGINEERING 1999 (BS)
 OZ0014'STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) SOUTH OF KETCHUM, 13.5 KM
 OZ0014'(8.40 MI) NORTH OF HAILEY ALONG STATE HIGHWAY 75.  OWNERSHIP--UNKNOWN.
 OZ0014'REACHED FROM THE INTERSECTION OF SUN VALLEY ROAD AND STATE HIGHWAY 75
 OZ0014'IN KETCHUM, GO SOUTH ON STATE HIGHWAY 75 FOR 4.5 KM (2.80 MI) TO
 OZ0014'STATION ON THE RIGHT AT THE BASE OF A ROCK BLUFF ABOUT 1.0 M (3.3 FT)
 OZ0014'ABOVE GROUND LEVEL.  MARK IS A U.S. GEOLOGICAL BENCH MARK DISK
 OZ0014'CEMENTED INTO A DRILL HOLE AT THE NORTH END OF THE BLUFF.  IT IS 42.6
 OZ0014'M (139.8 FT) WEST OF THE HIGHWAY CENTERLINE, 34.4 M (112.9 FT)
 OZ0014'NORTHEAST OF THE END OF THE LINE POWER POLE, 15.8 M (51.8 FT)
 OZ0014'NORTHWEST FROM A FENCE POST WRAPPED WITH WIRE AND A LARGE BOLT WITH A
 OZ0014'NUT ATTACHED TO THE POST AND 1.0 M (3.3 FT) NORTHEAST FROM A
 OZ0014'FIBERGLASS WITNESS POST.
 OZ0014
 OZ0014                          STATION RECOVERY (2001)
 OZ0014
 OZ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (LJL)
 OZ0014'RECOVERED IN GOOD CONDITION.
 OZ0014'
 OZ0014'THE 1999 DESCRIPTION IS ADEQUATE EXCEPT ADD... 510 FT SOUTHWEST
 OZ0014'OF THE INTERSECTION OF STATE HIGHWAY 75 AND HOSPITAL ROAD.
 OZ0014
 OZ0014                          STATION RECOVERY (2004)
 OZ0014
 OZ0014'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 OZ0014'RECOVERED IN GOOD CONDITION.
 OZ0014
 OZ0014                          STATION RECOVERY (2006)
 OZ0014
 OZ0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1189 ***********************************************************************
 OY1189  DESIGNATION -  8 A
 OY1189  PID         -  OY1189
 OY1189  STATE/COUNTY-  ID/BUTTE
 OY1189  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1189
 OY1189                         *CURRENT SURVEY CONTROL
 OY1189  ___________________________________________________________________
 OY1189* NAD 83(1986)-  43 31 54.     (N)    112 56 58.     (W)     SCALED    
 OY1189* NAVD 88     -      1508.482  (meters)    4949.08   (feet)  ADJUSTED  
 OY1189  ___________________________________________________________________
 OY1189  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 OY1189  DYNAMIC HT  -        1507.679 (meters)    4946.44  (feet)  COMP
 OY1189  MODELED GRAV-     980,034.2   (mgal)                       NAVD 88
 OY1189
 OY1189  VERT ORDER  -  FIRST     CLASS II
 OY1189
 OY1189.The horizontal coordinates were scaled from a topographic map and have
 OY1189.an estimated accuracy of +/- 6 seconds.
 OY1189
 OY1189.The orthometric height was determined by differential leveling
 OY1189.and adjusted by the National Geodetic Survey in December 1992..
 OY1189
 OY1189.The geoid height was determined by GEOID03.
 OY1189
 OY1189.The dynamic height is computed by dividing the NAVD 88
 OY1189.geopotential number by the normal gravity value computed on the
 OY1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1189.degrees latitude (g = 980.6199 gals.).
 OY1189
 OY1189.The modeled gravity was interpolated from observed gravity values.
 OY1189
 OY1189;                    North         East    Units  Estimated Accuracy
 OY1189;SPC ID C     -   207,700.      584,920.      MT  (+/- 180 meters Scaled)
 OY1189
 OY1189                          SUPERSEDED SURVEY CONTROL
 OY1189
 OY1189  NGVD 29 (08/20/92) 1507.421  (m)         4945.60   (f) ADJUSTED    1 2
 OY1189
 OY1189.Superseded values are not recommended for survey control.
 OY1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1189.See file dsdata.txt to determine how the superseded data were derived.
 OY1189
 OY1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP424217(NAD 83)
 OY1189_MARKER: DD = SURVEY DISK
 OY1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY1189_SP_SET: CONCRETE POST
 OY1189_STAMPING: 8-A N.680737.5 E.292604.8
 OY1189_MARK LOGO: USE   
 OY1189_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1189+STABILITY: SURFACE MOTION
 OY1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1189+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1992
 OY1189
 OY1189  HISTORY     - Date     Condition        Report By
 OY1189  HISTORY     - UNK      MONUMENTED       USE
 OY1189  HISTORY     - 19920515 GOOD             NGS
 OY1189
 OY1189                          STATION DESCRIPTION
 OY1189
 OY1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1189'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1189'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1189'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY1189'EASTERLY ALONG WEST PORTLAND AVENUE, THENCE 0.5 KM (0.30 MI)
 OY1189'SOUTHERLY ALONG LINCOLN BOULEVARD, THENCE 0.2 KM (0.10 MI) WESTERLY
 OY1189'ALONG LARAMIE AVENUE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A TRACK
 OY1189'ROAD, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG A TRACK ROAD, 17.4 M
 OY1189'(57.1 FT) SOUTH OF THE CENTER OF THE ROAD, 0.3 M (1.0 FT) ABOVE THE
 OY1189'LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OY1189'GROUND SURFACE.  NOTE--THE MONUMENT IS PROTECTED BY A 6 BY 6-FOOT
 OY1189'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1187 ***********************************************************************
 OY1187  DESIGNATION -  8 C
 OY1187  PID         -  OY1187
 OY1187  STATE/COUNTY-  ID/BUTTE
 OY1187  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1187
 OY1187                         *CURRENT SURVEY CONTROL
 OY1187  ___________________________________________________________________
 OY1187* NAD 83(1986)-  43 31 44.     (N)    112 56 40.     (W)     SCALED    
 OY1187* NAVD 88     -      1504.253  (meters)    4935.20   (feet)  ADJUSTED  
 OY1187  ___________________________________________________________________
 OY1187  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 OY1187  DYNAMIC HT  -        1503.457 (meters)    4932.59  (feet)  COMP
 OY1187  MODELED GRAV-     980,037.2   (mgal)                       NAVD 88
 OY1187
 OY1187  VERT ORDER  -  FIRST     CLASS II
 OY1187
 OY1187.The horizontal coordinates were scaled from a topographic map and have
 OY1187.an estimated accuracy of +/- 6 seconds.
 OY1187
 OY1187.The orthometric height was determined by differential leveling
 OY1187.and adjusted by the National Geodetic Survey in December 1992..
 OY1187
 OY1187.The geoid height was determined by GEOID03.
 OY1187
 OY1187.The dynamic height is computed by dividing the NAVD 88
 OY1187.geopotential number by the normal gravity value computed on the
 OY1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1187.degrees latitude (g = 980.6199 gals.).
 OY1187
 OY1187.The modeled gravity was interpolated from observed gravity values.
 OY1187
 OY1187;                    North         East    Units  Estimated Accuracy
 OY1187;SPC ID C     -   207,400.      585,330.      MT  (+/- 180 meters Scaled)
 OY1187
 OY1187                          SUPERSEDED SURVEY CONTROL
 OY1187
 OY1187  NGVD 29 (08/20/92) 1503.196  (m)         4931.74   (f) ADJUSTED    1 2
 OY1187
 OY1187.Superseded values are not recommended for survey control.
 OY1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1187.See file dsdata.txt to determine how the superseded data were derived.
 OY1187
 OY1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP428213(NAD 83)
 OY1187_MARKER: B = BOLT
 OY1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY1187_SP_SET: CONCRETE POST
 OY1187_MARK LOGO: NONE  
 OY1187_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1187+STABILITY: SURFACE MOTION
 OY1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1187+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1992
 OY1187
 OY1187  HISTORY     - Date     Condition        Report By
 OY1187  HISTORY     - UNK      MONUMENTED       RBNF
 OY1187  HISTORY     - 19920515 GOOD             NGS
 OY1187
 OY1187                          STATION DESCRIPTION
 OY1187
 OY1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1187'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1187'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1187'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY1187'EASTERLY ALONG WEST PORTLAND AVENUE, THENCE 0.6 KM (0.35 MI)
 OY1187'SOUTHERLY ALONG LINCOLN BOULEVARD, THENCE 0.3 KM (0.20 MI)
 OY1187'SOUTHEASTERLY ALONG MEMPHIS AVENUE, 32.6 M (107.0 FT) NORTHEAST OF
 OY1187'THE AVENUE CENTERLINE, 17.2 M (56.4 FT) SOUTHEAST OF THE CENTERLINE
 OY1187'OF LOUISIANA STREET, AND 9.7 M (31.8 FT) NORTHWEST OF AND LEVEL WITH
 OY1187'THE CENTERLINE OF MAIN STREET.  NOTE--THE DATUM POINT IS A METAL BOLT
 OY1187'IN A CONCRETE MONUMENT THAT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 OY1187'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1197 ***********************************************************************
 OY1197  DESIGNATION -  8 C AZ MK
 OY1197  PID         -  OY1197
 OY1197  STATE/COUNTY-  ID/BUTTE
 OY1197  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1197
 OY1197                         *CURRENT SURVEY CONTROL
 OY1197  ___________________________________________________________________
 OY1197* NAD 83(1986)-  43 31 44.     (N)    112 56 41.     (W)     SCALED    
 OY1197* NAVD 88     -      1504.109  (meters)    4934.73   (feet)  ADJUSTED  
 OY1197  ___________________________________________________________________
 OY1197  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 OY1197  DYNAMIC HT  -        1503.313 (meters)    4932.12  (feet)  COMP
 OY1197  MODELED GRAV-     980,037.2   (mgal)                       NAVD 88
 OY1197
 OY1197  VERT ORDER  -  FIRST     CLASS II
 OY1197
 OY1197.The horizontal coordinates were scaled from a topographic map and have
 OY1197.an estimated accuracy of +/- 6 seconds.
 OY1197
 OY1197.The orthometric height was determined by differential leveling
 OY1197.and adjusted by the National Geodetic Survey in December 1992..
 OY1197
 OY1197.The geoid height was determined by GEOID03.
 OY1197
 OY1197.The dynamic height is computed by dividing the NAVD 88
 OY1197.geopotential number by the normal gravity value computed on the
 OY1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1197.degrees latitude (g = 980.6199 gals.).
 OY1197
 OY1197.The modeled gravity was interpolated from observed gravity values.
 OY1197
 OY1197;                    North         East    Units  Estimated Accuracy
 OY1197;SPC ID C     -   207,400.      585,300.      MT  (+/- 180 meters Scaled)
 OY1197
 OY1197                          SUPERSEDED SURVEY CONTROL
 OY1197
 OY1197  NGVD 29 (08/20/92) 1503.053  (m)         4931.27   (f) ADJUSTED    1 2
 OY1197
 OY1197.Superseded values are not recommended for survey control.
 OY1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1197.See file dsdata.txt to determine how the superseded data were derived.
 OY1197
 OY1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP428213(NAD 83)
 OY1197_MARKER: DD = SURVEY DISK
 OY1197_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OY1197_SP_SET: SIDEWALK
 OY1197_STAMPING: 8-C
 OY1197_MARK LOGO: AEC   
 OY1197_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1197+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1992
 OY1197
 OY1197  HISTORY     - Date     Condition        Report By
 OY1197  HISTORY     - UNK      MONUMENTED       AEC
 OY1197  HISTORY     - 19920515 GOOD             NGS
 OY1197
 OY1197                          STATION DESCRIPTION
 OY1197
 OY1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1197'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1197'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1197'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY1197'EASTERLY ALONG WEST PORTLAND AVENUE, THENCE 0.6 KM (0.35 MI)
 OY1197'SOUTHERLY ALONG LINCOLN BOULEVARD, THENCE 0.3 KM (0.20 MI)
 OY1197'SOUTHEASTERLY ALONG MEMPHIS AVENUE, IN A CONCRETE SIDEWALK, 24.8 M
 OY1197'(81.4 FT) EAST-SOUTHEAST OF A FLAG POLE, 17.9 M (58.7 FT) SOUTHEAST
 OY1197'OF BENCH MARK 8 C, 14.4 M (47.2 FT) WEST OF THE NORTHWEST CORNER OF
 OY1197'PUMP HOUSE NUMBER CF-642, AND 8.0 M (26.2 FT) SOUTHEAST OF THE CENTER
 OY1197'OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0517 ***********************************************************************
 PY0517  DESIGNATION -  8 EAM
 PY0517  PID         -  PY0517
 PY0517  STATE/COUNTY-  ID/FREMONT
 PY0517  USGS QUAD   -  ISLAND PARK DAM (1964)
 PY0517
 PY0517                         *CURRENT SURVEY CONTROL
 PY0517  ___________________________________________________________________
 PY0517* NAD 83(1986)-  44 27 36.     (N)    111 22 46.     (W)     SCALED    
 PY0517* NAVD 88     -      1936.561  (meters)    6353.53   (feet)  ADJUSTED  
 PY0517  ___________________________________________________________________
 PY0517  GEOID HEIGHT-          -9.35  (meters)                     GEOID03
 PY0517  DYNAMIC HT  -        1935.487 (meters)    6350.01  (feet)  COMP
 PY0517  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 PY0517
 PY0517  VERT ORDER  -  FIRST     CLASS II
 PY0517
 PY0517.The horizontal coordinates were scaled from a topographic map and have
 PY0517.an estimated accuracy of +/- 6 seconds.
 PY0517
 PY0517.The orthometric height was determined by differential leveling
 PY0517.and adjusted by the National Geodetic Survey in June 1991..
 PY0517
 PY0517.The geoid height was determined by GEOID03.
 PY0517
 PY0517.The dynamic height is computed by dividing the NAVD 88
 PY0517.geopotential number by the normal gravity value computed on the
 PY0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0517.degrees latitude (g = 980.6199 gals.).
 PY0517
 PY0517.The modeled gravity was interpolated from observed gravity values.
 PY0517
 PY0517;                    North         East    Units  Estimated Accuracy
 PY0517;SPC ID E     -   310,610.      262,650.      MT  (+/- 180 meters Scaled)
 PY0517
 PY0517                          SUPERSEDED SURVEY CONTROL
 PY0517
 PY0517  NGVD 29 (08/20/92) 1935.368  (m)         6349.62   (f) ADJUSTED    1 2
 PY0517
 PY0517.Superseded values are not recommended for survey control.
 PY0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0517.See file dsdata.txt to determine how the superseded data were derived.
 PY0517
 PY0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ698230(NAD 83)
 PY0517_MARKER: DD = SURVEY DISK
 PY0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0517_STAMPING: 8 EAM 6350
 PY0517_MARK LOGO: USGS  
 PY0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0517+STABILITY: SURFACE MOTION
 PY0517
 PY0517  HISTORY     - Date     Condition        Report By
 PY0517  HISTORY     - 1964     MONUMENTED       USGS
 PY0517  HISTORY     - 1967     GOOD             NGS
 PY0517  HISTORY     - 1983     GOOD             NGS
 PY0517
 PY0517                          STATION DESCRIPTION
 PY0517
 PY0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0517'4.45 MI S FROM MACKS INN.
 PY0517'3.45 MILES SOUTH ALONG U.S. HIGHWAY 20 AND 191 FROM THE POST OFFICE AT
 PY0517'MACKS INN, THENCE 1.0 MILE WEST ALONG A ROAD, AT THE JUNCTION OF A
 PY0517'ROAD NORTH TO COFFEE POT RAPIDS, 120 FEET NORTHWEST OF THE CENTER OF
 PY0517'THE JUNCTION, 69 FEET NORTH OF THE CENTER LINE OF THE ROAD, 84 FEET
 PY0517'WEST OF THE CENTER LINE OF THE ROAD NORTH, 2.9 FEET SOUTH OF A WITNESS
 PY0517'POST, ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 PY0517'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PY0517
 PY0517                          STATION RECOVERY (1983)
 PY0517
 PY0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0477 ***********************************************************************
 NW0477  DESIGNATION -  8 EMH
 NW0477  PID         -  NW0477
 NW0477  STATE/COUNTY-  ID/OWYHEE
 NW0477  USGS QUAD   -  TRIANGLE RESERVOIR (1990)
 NW0477
 NW0477                         *CURRENT SURVEY CONTROL
 NW0477  ___________________________________________________________________
 NW0477* NAD 83(1986)-  42 45 10.     (N)    116 31 56.     (W)     SCALED    
 NW0477* NAVD 88     -      1819.445  (meters)    5969.30   (feet)  POSTED    
 NW0477  ___________________________________________________________________
 NW0477  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 NW0477  DYNAMIC HT  -        1818.260 (meters)    5965.41  (feet)  COMP
 NW0477  MODELED GRAV-     979,906.1   (mgal)                       NAVD 88
 NW0477
 NW0477  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0477
 NW0477.The horizontal coordinates were scaled from a topographic map and have
 NW0477.an estimated accuracy of +/- 6 seconds.
 NW0477
 NW0477.The orthometric height was determined by differential leveling
 NW0477.and adjusted by the National Geodetic Survey in 1992..
 NW0477.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0477.rate of 0.0 thru 1.0 mm/km.
 NW0477
 NW0477.The geoid height was determined by GEOID03.
 NW0477
 NW0477.The dynamic height is computed by dividing the NAVD 88
 NW0477.geopotential number by the normal gravity value computed on the
 NW0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0477.degrees latitude (g = 980.6199 gals.).
 NW0477
 NW0477.The modeled gravity was interpolated from observed gravity values.
 NW0477
 NW0477;                    North         East    Units  Estimated Accuracy
 NW0477;SPC ID W     -   120,930.      735,970.      MT  (+/- 180 meters Scaled)
 NW0477
 NW0477                          SUPERSEDED SURVEY CONTROL
 NW0477
 NW0477.No superseded survey control is available for this station.
 NW0477
 NW0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH382334(NAD 83)
 NW0477_MARKER: DD = SURVEY DISK
 NW0477_SETTING: 66 = SET IN ROCK OUTCROP
 NW0477_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 NW0477_STAMPING: 8 EMH 1972 5965
 NW0477_MARK LOGO: USGS  
 NW0477_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0477+STABILITY: POSITION/ELEVATION WELL
 NW0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0477+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0477
 NW0477  HISTORY     - Date     Condition        Report By
 NW0477  HISTORY     - 1972     MONUMENTED       USGS
 NW0477
 NW0477                          STATION DESCRIPTION
 NW0477
 NW0477'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0477'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0477'ROAD, THENCE 7.1 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, ABOUT 0.3
 NW0477'MILES NORTHWEST OF A LARGE DRAIN CROSSING AND ABOUT 0.2 MILES
 NW0477'SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCED IN AREA, AT THE
 NW0477'BEGINNING OF A LONG CURVE RIGHT, 47 FEET SOUTHWEST AND ABOUT 1.0 FEET
 NW0477'LOWER THAN THE CENTERLINE OF THE ROAD, SET IN A ROCK OUTCROP
 NW0477'PROJECTING 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0434 ***********************************************************************
 NW0434  DESIGNATION -  8 FMK
 NW0434  PID         -  NW0434
 NW0434  STATE/COUNTY-  ID/OWYHEE
 NW0434  USGS QUAD   -  STONEHOUSE CREEK (1990)
 NW0434
 NW0434                         *CURRENT SURVEY CONTROL
 NW0434  ___________________________________________________________________
 NW0434* NAD 83(1986)-  42 53 05.     (N)    116 53 34.     (W)     SCALED    
 NW0434* NAVD 88     -      1488.965  (meters)    4885.05   (feet)  POSTED    
 NW0434  ___________________________________________________________________
 NW0434  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 NW0434  DYNAMIC HT  -        1488.070 (meters)    4882.11  (feet)  COMP
 NW0434  MODELED GRAV-     979,965.9   (mgal)                       NAVD 88
 NW0434
 NW0434  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0434
 NW0434.The horizontal coordinates were scaled from a topographic map and have
 NW0434.an estimated accuracy of +/- 6 seconds.
 NW0434
 NW0434.The orthometric height was determined by differential leveling
 NW0434.and adjusted by the National Geodetic Survey in 1992..
 NW0434.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0434.rate of 1.1 thru 2.0 mm/km.
 NW0434
 NW0434.The geoid height was determined by GEOID03.
 NW0434
 NW0434.The dynamic height is computed by dividing the NAVD 88
 NW0434.geopotential number by the normal gravity value computed on the
 NW0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0434.degrees latitude (g = 980.6199 gals.).
 NW0434
 NW0434.The modeled gravity was interpolated from observed gravity values.
 NW0434
 NW0434;                    North         East    Units  Estimated Accuracy
 NW0434;SPC ID W     -   135,930.      706,650.      MT  (+/- 180 meters Scaled)
 NW0434
 NW0434                          SUPERSEDED SURVEY CONTROL
 NW0434
 NW0434  NGVD 29 (??/??/92) 1487.79   (m)         4881.2    (f) COMPUTED    2 0
 NW0434
 NW0434.Superseded values are not recommended for survey control.
 NW0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0434.See file dsdata.txt to determine how the superseded data were derived.
 NW0434
 NW0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH087480(NAD 83)
 NW0434_MARKER: DD = SURVEY DISK
 NW0434_SETTING: 66 = SET IN ROCK OUTCROP
 NW0434_SP_SET: ROCK OUTCROP
 NW0434_STAMPING: 8 FMK 1964
 NW0434_MARK LOGO: USGS  
 NW0434_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0434+STABILITY: POSITION/ELEVATION WELL
 NW0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0434+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0434
 NW0434  HISTORY     - Date     Condition        Report By
 NW0434  HISTORY     - 1964     MONUMENTED       USGS
 NW0434
 NW0434                          STATION DESCRIPTION
 NW0434
 NW0434'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0434'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0434'SOUTHEAST ALONG COUNTY ROAD, THENCE 8.1 MILES SOUTHEAST ALONG FLINT
 NW0434'CREEK ROAD, 68 FEET WEST OF THE CENTERLINE OF THE ROAD, 9.4 FEET EAST
 NW0434'OF A WITNESS POST, IN THE EAST EDGE OF A LARGE ROCK OUTCROP IN A
 NW0434'SADDLE, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0532 ***********************************************************************
 NW0532  DESIGNATION -  8 MDC
 NW0532  PID         -  NW0532
 NW0532  STATE/COUNTY-  ID/OWYHEE
 NW0532  USGS QUAD   -  FAIRYLAWN (1973)
 NW0532
 NW0532                         *CURRENT SURVEY CONTROL
 NW0532  ___________________________________________________________________
 NW0532* NAD 83(1986)-  42 37 06.     (N)    116 59 11.     (W)     SCALED    
 NW0532* NAVD 88     -      1518.607  (meters)    4982.30   (feet)  POSTED    
 NW0532  ___________________________________________________________________
 NW0532  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 NW0532  DYNAMIC HT  -        1517.690 (meters)    4979.29  (feet)  COMP
 NW0532  MODELED GRAV-     979,961.2   (mgal)                       NAVD 88
 NW0532
 NW0532  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0532
 NW0532.The horizontal coordinates were scaled from a topographic map and have
 NW0532.an estimated accuracy of +/- 6 seconds.
 NW0532
 NW0532.The orthometric height was determined by differential leveling
 NW0532.and adjusted by the National Geodetic Survey in 1992..
 NW0532.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0532.rate of 0.0 thru 1.0 mm/km.
 NW0532
 NW0532.The geoid height was determined by GEOID03.
 NW0532
 NW0532.The dynamic height is computed by dividing the NAVD 88
 NW0532.geopotential number by the normal gravity value computed on the
 NW0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0532.degrees latitude (g = 980.6199 gals.).
 NW0532
 NW0532.The modeled gravity was interpolated from observed gravity values.
 NW0532
 NW0532;                    North         East    Units  Estimated Accuracy
 NW0532;SPC ID W     -   106,440.      698,570.      MT  (+/- 180 meters Scaled)
 NW0532
 NW0532                          SUPERSEDED SURVEY CONTROL
 NW0532
 NW0532  NGVD 29 (??/??/92) 1517.47   (m)         4978.6    (f) COMPUTED    2 0
 NW0532
 NW0532.Superseded values are not recommended for survey control.
 NW0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0532.See file dsdata.txt to determine how the superseded data were derived.
 NW0532
 NW0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH011184(NAD 83)
 NW0532_MARKER: DD = SURVEY DISK
 NW0532_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NW0532+WITH SETTING: PAVEMENT
 NW0532_SP_SET: CATTLEGUARD BASE
 NW0532_STAMPING: 8 MDC 1973 4979
 NW0532_MARK LOGO: USGS  
 NW0532_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0532+STABILITY: SURFACE MOTION
 NW0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0532+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0532
 NW0532  HISTORY     - Date     Condition        Report By
 NW0532  HISTORY     - 1973     MONUMENTED       USGS
 NW0532
 NW0532                          STATION DESCRIPTION
 NW0532
 NW0532'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0532'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0532'SOUTH ALONG A GRAVELED ROAD, THENCE 7.8 MILES SOUTH ALONG A DIRT ROAD
 NW0532'TOWARD GRANDVIEW, IDAHO, AT A FENCE CROSSING WITH A CATTLEGUARD, 8
 NW0532'FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT LOWER THAN THE ROAD
 NW0532'BED, CEMENTED 4 FEET SOUTH OF THE NORTHEAST CORNER OF THE EAST SIDE OF
 NW0532'THE CONCRETE BASE OF THE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0019 ***********************************************************************
 OZ0019  DESIGNATION -  8 Y
 OZ0019  PID         -  OZ0019
 OZ0019  STATE/COUNTY-  ID/BLAINE
 OZ0019  USGS QUAD   -  SUN VALLEY (1967)
 OZ0019
 OZ0019                         *CURRENT SURVEY CONTROL
 OZ0019  ___________________________________________________________________
 OZ0019* NAD 83(1986)-  43 42 43.     (N)    114 20 28.     (W)     SCALED    
 OZ0019* NAVD 88     -      1844.492  (meters)    6051.47   (feet)  ADJUSTED  
 OZ0019  ___________________________________________________________________
 OZ0019  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 OZ0019  DYNAMIC HT  -        1843.339 (meters)    6047.69  (feet)  COMP
 OZ0019  MODELED GRAV-     979,928.8   (mgal)                       NAVD 88
 OZ0019
 OZ0019  VERT ORDER  -  FIRST     CLASS II
 OZ0019
 OZ0019.The horizontal coordinates were scaled from a topographic map and have
 OZ0019.an estimated accuracy of +/- 6 seconds.
 OZ0019
 OZ0019.The orthometric height was determined by differential leveling
 OZ0019.and adjusted by the National Geodetic Survey in June 1991..
 OZ0019
 OZ0019.The geoid height was determined by GEOID03.
 OZ0019
 OZ0019.The dynamic height is computed by dividing the NAVD 88
 OZ0019.geopotential number by the normal gravity value computed on the
 OZ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0019.degrees latitude (g = 980.6199 gals.).
 OZ0019
 OZ0019.The modeled gravity was interpolated from observed gravity values.
 OZ0019
 OZ0019;                    North         East    Units  Estimated Accuracy
 OZ0019;SPC ID C     -   227,250.      472,510.      MT  (+/- 180 meters Scaled)
 OZ0019
 OZ0019                          SUPERSEDED SURVEY CONTROL
 OZ0019
 OZ0019  NGVD 29 (??/??/92) 1843.237  (m)         6047.35   (f) ADJ UNCH    1 2
 OZ0019
 OZ0019.Superseded values are not recommended for survey control.
 OZ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0019.See file dsdata.txt to determine how the superseded data were derived.
 OZ0019
 OZ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ142433(NAD 83)
 OZ0019_MARKER: DD = SURVEY DISK
 OZ0019_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0019_SP_SET: ROCK LEDGE
 OZ0019_STAMPING: 8 Y 1931
 OZ0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0019+STABILITY: POSITION/ELEVATION WELL
 OZ0019
 OZ0019  HISTORY     - Date     Condition        Report By
 OZ0019  HISTORY     - 1931     MONUMENTED       USGS
 OZ0019  HISTORY     - 20060913 MARK NOT FOUND   USGS
 OZ0019
 OZ0019                          STATION DESCRIPTION
 OZ0019
 OZ0019'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 OZ0019'2.6 MI NE FROM KETCHUM.
 OZ0019'2.6 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT ROAD FROM KETCHUM,
 OZ0019'BLAINE COUNTY, 35 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, IN
 OZ0019'THE TOP OF A PROMINENT ROCK LEDGE MARKED BY THE PAINTED LETTERS USPBM,
 OZ0019'AND 8 FEET HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 OZ0019'STANDARD DISK, STAMPED 8 Y 1931.
 OZ0019
 OZ0019                          STATION RECOVERY (2006)
 OZ0019
 OZ0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1253 ***********************************************************************
 OH1253  DESIGNATION -  80 35 E
 OH1253  PID         -  OH1253
 OH1253  STATE/COUNTY-  ID/ADA
 OH1253  USGS QUAD   -  BOISE SOUTH (1976)
 OH1253
 OH1253                         *CURRENT SURVEY CONTROL
 OH1253  ___________________________________________________________________
 OH1253* NAD 83(1992)-  43 32 44.58234(N)    116 10 14.43389(W)     ADJUSTED  
 OH1253* NAVD 88     -       902.5    (meters)    2961.     (feet)  VERTCON   
 OH1253  ___________________________________________________________________
 OH1253  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 OH1253  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 OH1253
 OH1253  HORZ ORDER  -  SECOND
 OH1253
 OH1253.The horizontal coordinates were established by classical geodetic methods
 OH1253.and adjusted by the National Geodetic Survey in July 1992..
 OH1253
 OH1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1253
 OH1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1253
 OH1253.The geoid height was determined by GEOID03.
 OH1253
 OH1253;                    North         East     Units Scale Factor Converg.
 OH1253;SPC ID W     -   208,806.549   766,005.048   MT  0.99994754   -0 17 23.4
 OH1253;UTM  11      - 4,821,752.727   566,995.649   MT  0.99965521   +0 34 16.9
 OH1253
 OH1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1253!SPC ID W     -   0.99986112  x   0.99994754  =   0.99980867
 OH1253!UTM  11      -   0.99986112  x   0.99965521  =   0.99951638
 OH1253
 OH1253                          SUPERSEDED SURVEY CONTROL
 OH1253
 OH1253  NAD 83(1986)-  43 32 44.58287(N)    116 10 14.43077(W) AD(       ) 2
 OH1253  NAD 27      -  43 32 44.97906(N)    116 10 11.01807(W) AD(       ) 2
 OH1253  NGVD 29 (07/19/86)  901.5    (m)         2958.     (f) VERT ANG       
 OH1253
 OH1253.Superseded values are not recommended for survey control.
 OH1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1253.See file dsdata.txt to determine how the superseded data were derived.
 OH1253
 OH1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6699621753(NAD 83)
 OH1253_MARKER: DD = SURVEY DISK
 OH1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1253+STABILITY: SURFACE MOTION
 OH1253
 OH1253  HISTORY     - Date     Condition        Report By
 OH1253  HISTORY     - 1979     MONUMENTED       NGS
 OH1253
 OH1253                          STATION DESCRIPTION
 OH1253
 OH1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1253'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF
 OH1253'SECTION, T2N, R2E, 1/4 MILE NORTH OF GOWEN ROAD,
 OH1253'3/4 MILE WEST OF INTERSTATE 80N, 5 MILES SOUTHEAST
 OH1253'OF BOISE, 9 MILES EAST NORTHEAST OF HUBBARD RESERVOIR,
 OH1253'AND ON PROPERTY OWNED BY TERTELING PROPERTIES CO. LMTD. PHONE
 OH1253'208 376 6700.  MISTER BOB BRADY GAVE PERMISSION.
 OH1253'
 OH1253'TO REACH THE STATION FROM EXIT 57 OF INTERSTATE 80N
 OH1253'(GOWEN ROAD EXIT) GO WEST ON GOWEN ROAD FOR 0.75
 OH1253'MILE TO A GATE ON THE RIGHT.  (THE STATION WAS PACKED TO
 OH1253'FROM THIS POINT DUE TO WET WEATHER) THE STATION IS
 OH1253'THE STATION IS ABOUT 0.25 MILE NORTH EAST OF THE
 OH1253'GATE AND ON TOP OF THE RISE.
 OH1253'
 OH1253'THE STATION IS A STANDARD IDDH DISK STAMPED---80 35 E 1959---,
 OH1253'IT IS LOCATED 12.5 METERS SOUTHWEST FROM THE
 OH1253'NORTHEAST EDGE OF THE RISE.
 OH1253'
 OH1253'SET INTO A ROUND CONCRETE POST 15 CENTIMETERS IN
 OH1253'DIAMETER THAT PROJECTS 25 CENTIMETERS.
 OH1253'
 OH1253'HEIGHT OF LIGHT SHOWN WAS 1.5 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0454 ***********************************************************************
 RY0454  DESIGNATION -  81
 RY0454  PID         -  RY0454
 RY0454  STATE/COUNTY-  ID/IDAHO
 RY0454  USGS QUAD   -  KOOSKIA (1994)
 RY0454
 RY0454                         *CURRENT SURVEY CONTROL
 RY0454  ___________________________________________________________________
 RY0454* NAD 83(1986)-  46 08 26.     (N)    115 58 44.     (W)     SCALED    
 RY0454* NAVD 88     -       382.580  (meters)    1255.18   (feet)  ADJUSTED  
 RY0454  ___________________________________________________________________
 RY0454  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 RY0454  DYNAMIC HT  -         382.548 (meters)    1255.08  (feet)  COMP
 RY0454  MODELED GRAV-     980,522.0   (mgal)                       NAVD 88
 RY0454
 RY0454  VERT ORDER  -  FIRST     CLASS II
 RY0454
 RY0454.The horizontal coordinates were scaled from a topographic map and have
 RY0454.an estimated accuracy of +/- 6 seconds.
 RY0454
 RY0454.The orthometric height was determined by differential leveling
 RY0454.and adjusted by the National Geodetic Survey in June 1991..
 RY0454
 RY0454.The geoid height was determined by GEOID03.
 RY0454
 RY0454.The dynamic height is computed by dividing the NAVD 88
 RY0454.geopotential number by the normal gravity value computed on the
 RY0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0454.degrees latitude (g = 980.6199 gals.).
 RY0454
 RY0454.The modeled gravity was interpolated from observed gravity values.
 RY0454
 RY0454;                    North         East    Units  Estimated Accuracy
 RY0454;SPC ID W     -   497,090.      782,320.      MT  (+/- 180 meters Scaled)
 RY0454
 RY0454                          SUPERSEDED SURVEY CONTROL
 RY0454
 RY0454  NGVD 29 (??/??/92)  381.531  (m)         1251.74   (f) ADJ UNCH    1 2
 RY0454
 RY0454.Superseded values are not recommended for survey control.
 RY0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0454.See file dsdata.txt to determine how the superseded data were derived.
 RY0454
 RY0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM788101(NAD 83)
 RY0454_MARKER: DD = SURVEY DISK
 RY0454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0454_SP_SET: BUILDING
 RY0454_STAMPING: 1259 B 1911 81
 RY0454_MARK LOGO: USGS  
 RY0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0454
 RY0454  HISTORY     - Date     Condition        Report By
 RY0454  HISTORY     - 1911     MONUMENTED       USGS
 RY0454  HISTORY     - 1950     GOOD             NGS
 RY0454  HISTORY     - 1980     GOOD             NGS
 RY0454
 RY0454                          STATION DESCRIPTION
 RY0454
 RY0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0454'IN KOOSKIA.
 RY0454'AT KOOSKIA, AT THE GILBAUGH BUILDING, IN WHICH THE TELEPHONE OFFICE IS
 RY0454'LOCATED, SET VERTICALLY IN THE EAST CONCRETE WALL, 42 FEET WEST OF THE
 RY0454'CENTER LINE OF STATE HIGHWAY 13, 4.0 FEET HIGHER THAN THE SIDEWALK,
 RY0454'AND 1.0 FOOT NORTH OF THE SOUTH EDGE OF THE BUILDING.
 RY0454
 RY0454                          STATION RECOVERY (1980)
 RY0454
 RY0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0454'0.2 KILOMETER (0.15 MILE) NORTH ALONG STATE HIGHWAY 13 FROM THE
 RY0454'POST OFFICE IN KOOSKIA, ALSO 1.0 KILOMETER (0.6 MILE) SOUTH ALONG
 RY0454'STATE HIGHWAY 13 FROM THE JUNCTION OF U.S. HIGHWAY 12, SET VERTICALLY
 RY0454'IN THE EAST FACE AT THE SOUTHEAST CORNER OF A LARGE CONCRETE BLOCK
 RY0454'BUILDING WITH FOUR TALL WINDOWS IN THE SECOND-STORY, 12.8 METERS
 RY0454'(42.0 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY.
 RY0454'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0946 ***********************************************************************
 RZ0946  DESIGNATION -  820 B USGS
 RZ0946  PID         -  RZ0946
 RZ0946  STATE/COUNTY-  ID/NEZ PERCE
 RZ0946  USGS QUAD   -  CLARKSTON (1971)
 RZ0946
 RZ0946                         *CURRENT SURVEY CONTROL
 RZ0946  ___________________________________________________________________
 RZ0946* NAD 83(1986)-  46 25 13.     (N)    117 01 36.     (W)     SCALED    
 RZ0946* NAVD 88     -       250.157  (meters)     820.72   (feet)  ADJUSTED  
 RZ0946  ___________________________________________________________________
 RZ0946  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 RZ0946  DYNAMIC HT  -         250.154 (meters)     820.71  (feet)  COMP
 RZ0946  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 RZ0946
 RZ0946  VERT ORDER  -  FIRST     CLASS II
 RZ0946
 RZ0946.The horizontal coordinates were scaled from a topographic map and have
 RZ0946.an estimated accuracy of +/- 6 seconds.
 RZ0946
 RZ0946.The orthometric height was determined by differential leveling
 RZ0946.and adjusted by the National Geodetic Survey in June 1991..
 RZ0946
 RZ0946.The geoid height was determined by GEOID03.
 RZ0946
 RZ0946.The dynamic height is computed by dividing the NAVD 88
 RZ0946.geopotential number by the normal gravity value computed on the
 RZ0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0946.degrees latitude (g = 980.6199 gals.).
 RZ0946
 RZ0946.The modeled gravity was interpolated from observed gravity values.
 RZ0946
 RZ0946;                    North         East    Units  Estimated Accuracy
 RZ0946;SPC ID W     -   528,950.      701,860.      MT  (+/- 180 meters Scaled)
 RZ0946
 RZ0946                          SUPERSEDED SURVEY CONTROL
 RZ0946
 RZ0946.No superseded survey control is available for this station.
 RZ0946
 RZ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM979407(NAD 83)
 RZ0946_MARKER: DD = SURVEY DISK
 RZ0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0946_SP_SET: PARAPET
 RZ0946_STAMPING: 820-B 1911
 RZ0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0946
 RZ0946  HISTORY     - Date     Condition        Report By
 RZ0946  HISTORY     - 1911     MONUMENTED       USGS
 RZ0946  HISTORY     - 1933     GOOD             NGS
 RZ0946  HISTORY     - 1934     GOOD             NGS
 RZ0946  HISTORY     - 1980     GOOD             NGS
 RZ0946  HISTORY     - 20060902 GOOD             GEOCAC
 RZ0946
 RZ0946                          STATION DESCRIPTION
 RZ0946
 RZ0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 RZ0946'IN LEWISTON.
 RZ0946'5 FEET NORTHWEST OF THE WEST ENTRANCE TO THE CARNEGIE PUBLIC LIBRARY.
 RZ0946'IN CONCRETE PARAPIT LEVEL WITH THE FIFTH STEP.  3 FEET ABOVE THE
 RZ0946'GROUND.
 RZ0946
 RZ0946                          STATION RECOVERY (1934)
 RZ0946
 RZ0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RZ0946'RECOVERED IN GOOD CONDITION.
 RZ0946
 RZ0946                          STATION RECOVERY (1980)
 RZ0946
 RZ0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0946'IN LEWISTON, SET IN TOP OF THE LOWER LEVEL OF THE NORTH BALUSTRADE
 RZ0946'AT THE FIFTH STREET ENTRANCE TO THE PUBLIC LIBRARY AT THE NORTH END
 RZ0946'OF PIONEER PARK, 1.5 METERS (5.0 FEET) WEST OF THE CENTERLINE OF THE
 RZ0946'ENTRANCE.
 RZ0946'THE MARK IS 1.0 M ABOVE THE GROUND.
 RZ0946
 RZ0946                          STATION RECOVERY (2006)
 RZ0946
 RZ0946'RECOVERY NOTE BY GEOCACHING 2006 (JLH)
 RZ0946'STATION REMAINS AS DESCRIBED. BUILDING NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1625 ***********************************************************************
 NU1625  DESIGNATION -  8321 VA
 NU1625  PID         -  NU1625
 NU1625  STATE/COUNTY-  ID/POWER
 NU1625  USGS QUAD   -  BANNOCK PEAK (1971)
 NU1625
 NU1625                         *CURRENT SURVEY CONTROL
 NU1625  ___________________________________________________________________
 NU1625* NAD 83(1992)-  42 36 12.71684(N)    112 42 26.48446(W)     ADJUSTED  
 NU1625* NAVD 88     -      2520.     (meters)    8268.     (feet)  SCALED    
 NU1625  ___________________________________________________________________
 NU1625  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 NU1625  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 NU1625
 NU1625  HORZ ORDER  -  SECOND
 NU1625
 NU1625.The horizontal coordinates were established by classical geodetic methods
 NU1625.and adjusted by the National Geodetic Survey in July 1992..
 NU1625
 NU1625.The orthometric height was scaled from a topographic map.
 NU1625
 NU1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1625
 NU1625.The geoid height was determined by GEOID03.
 NU1625
 NU1625;                    North         East     Units Scale Factor Converg.
 NU1625;SPC ID E     -   104,199.458   155,631.480   MT  0.99997158   -0 21 57.6
 NU1625;UTM  12      - 4,718,202.084   359,942.994   MT  0.99984134   -1 09 21.4
 NU1625
 NU1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1625!SPC ID E     -   0.99960698  x   0.99997158  =   0.99957857
 NU1625!UTM  12      -   0.99960698  x   0.99984134  =   0.99944838
 NU1625
 NU1625                          SUPERSEDED SURVEY CONTROL
 NU1625
 NU1625  NAD 83(1986)-  42 36 12.71246(N)    112 42 26.47367(W) AD(       ) 2
 NU1625  NAD 27      -  42 36 13.03117(N)    112 42 23.51571(W) AD(       ) 2
 NU1625
 NU1625.Superseded values are not recommended for survey control.
 NU1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1625.See file dsdata.txt to determine how the superseded data were derived.
 NU1625
 NU1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5994318202(NAD 83)
 NU1625_MARKER: DB = BENCH MARK DISK
 NU1625_SETTING: 0 = UNSPECIFIED SETTING
 NU1625
 NU1625  HISTORY     - Date     Condition        Report By
 NU1625  HISTORY     - 1936     MONUMENTED       USGS
 NU1625
 NU1625                          STATION DESCRIPTION
 NU1625
 NU1625'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 NU1625'BANNOCK RM 2 IS A STANDARD USGS BENCH MARK SET IN ROCK, STAMPED
 NU1625'8321 VA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0304 ***********************************************************************
 OZ0304  DESIGNATION -  8325.3
 OZ0304  PID         -  OZ0304
 OZ0304  STATE/COUNTY-  ID/ELMORE
 OZ0304  USGS QUAD   -  SNOWYSIDE PEAK (1964)
 OZ0304
 OZ0304                         *CURRENT SURVEY CONTROL
 OZ0304  ___________________________________________________________________
 OZ0304* NAD 83(1986)-  43 52 36.     (N)    114 58 54.     (W)     SCALED    
 OZ0304* NAVD 88     -      2538.644  (meters)    8328.87   (feet)  ADJUSTED  
 OZ0304  ___________________________________________________________________
 OZ0304  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 OZ0304  DYNAMIC HT  -        2536.858 (meters)    8323.01  (feet)  COMP
 OZ0304  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 OZ0304
 OZ0304  VERT ORDER  -  SECOND    CLASS 0
 OZ0304
 OZ0304.The horizontal coordinates were scaled from a topographic map and have
 OZ0304.an estimated accuracy of +/- 6 seconds.
 OZ0304
 OZ0304.The orthometric height was determined by differential leveling
 OZ0304.and adjusted by the National Geodetic Survey in June 1991..
 OZ0304
 OZ0304.The geoid height was determined by GEOID03.
 OZ0304
 OZ0304.The dynamic height is computed by dividing the NAVD 88
 OZ0304.geopotential number by the normal gravity value computed on the
 OZ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0304.degrees latitude (g = 980.6199 gals.).
 OZ0304
 OZ0304.The modeled gravity was interpolated from observed gravity values.
 OZ0304
 OZ0304;                    North         East    Units  Estimated Accuracy
 OZ0304;SPC ID W     -   245,780.      861,750.      MT  (+/- 180 meters Scaled)
 OZ0304
 OZ0304                          SUPERSEDED SURVEY CONTROL
 OZ0304
 OZ0304  NGVD 29 (??/??/92) 2537.239  (m)         8324.26   (f) ADJ UNCH    2 0
 OZ0304
 OZ0304.Superseded values are not recommended for survey control.
 OZ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0304.See file dsdata.txt to determine how the superseded data were derived.
 OZ0304
 OZ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ621601(NAD 83)
 OZ0304_MARKER: Q = CHISELED SQUARE
 OZ0304_SETTING: 80 = SET IN A BOULDER
 OZ0304_SP_SET: BOULDER
 OZ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0304+STABILITY: SURFACE MOTION
 OZ0304
 OZ0304  HISTORY     - Date     Condition        Report By
 OZ0304  HISTORY     - UNK      MONUMENTED       USGS
 OZ0304  HISTORY     - 1950     GOOD             NGS
 OZ0304  HISTORY     - 1955     GOOD             NGS
 OZ0304
 OZ0304                          STATION DESCRIPTION
 OZ0304
 OZ0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0304'11.7 MI NE FROM ATLANTA.
 OZ0304'4.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0304'POST OFFICE AT ATLANTA, THENCE 7.7 MILES NORTHEAST ALONG MATTINGLY
 OZ0304'CREEK TRAIL, NEAR THE WEST END OF AN EAST -WEST RIDGE, ABOUT 129 YARDS
 OZ0304'NORTHWEST OF A POINT WHERE MATTINGLY CREEK CROSSES THE TRAIL, 20 1/2
 OZ0304'FEET SOUTH OF THE CENTER LINE OF THE TRAIL, 11 FEET NORTHWEST OF A
 OZ0304'10-INCH PINE TREE WITH A TRIANGULAR BLAZE, ON THE NORTHWEST SIDE OF A
 OZ0304'LARGE DIAMOND SHAPED BOULDER, 2 FEET SOUTHEAST OF THE NORTHWEST POINT,
 OZ0304'MARKED WITH THE WHITE PAINTED NUMBERS AND LETTERS U S 8325/3 B M, AND
 OZ0304'ABOUT 5 FEET HIGHER THAN THE TRAIL.
 OZ0304
 OZ0304                          STATION RECOVERY (1955)
 OZ0304
 OZ0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OZ0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0078 ***********************************************************************
 QA0078  DESIGNATION -  8368
 QA0078  PID         -  QA0078
 QA0078  STATE/COUNTY-  ID/CUSTER
 QA0078  USGS QUAD   -  BAYHORSE LAKE (1980)
 QA0078
 QA0078                         *CURRENT SURVEY CONTROL
 QA0078  ___________________________________________________________________
 QA0078* NAD 83(1986)-  44 27 45.     (N)    114 29 03.     (W)     SCALED    
 QA0078* NAVD 88     -      2553.274  (meters)    8376.87   (feet)  ADJUSTED  
 QA0078  ___________________________________________________________________
 QA0078  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 QA0078  DYNAMIC HT  -        2551.535 (meters)    8371.16  (feet)  COMP
 QA0078  MODELED GRAV-     979,843.8   (mgal)                       NAVD 88
 QA0078
 QA0078  VERT ORDER  -  SECOND    CLASS 0
 QA0078
 QA0078.The horizontal coordinates were scaled from a topographic map and have
 QA0078.an estimated accuracy of +/- 6 seconds.
 QA0078
 QA0078.The orthometric height was determined by differential leveling
 QA0078.and adjusted by the National Geodetic Survey in June 1991..
 QA0078
 QA0078.The geoid height was determined by GEOID03.
 QA0078
 QA0078.The dynamic height is computed by dividing the NAVD 88
 QA0078.geopotential number by the normal gravity value computed on the
 QA0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0078.degrees latitude (g = 980.6199 gals.).
 QA0078
 QA0078.The modeled gravity was interpolated from observed gravity values.
 QA0078
 QA0078;                    North         East    Units  Estimated Accuracy
 QA0078;SPC ID C     -   310,700.      461,470.      MT  (+/- 180 meters Scaled)
 QA0078
 QA0078                          SUPERSEDED SURVEY CONTROL
 QA0078
 QA0078  NGVD 29 (??/??/92) 2551.792  (m)         8372.00   (f) ADJ UNCH    2 0
 QA0078
 QA0078.Superseded values are not recommended for survey control.
 QA0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0078.See file dsdata.txt to determine how the superseded data were derived.
 QA0078
 QA0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK001263(NAD 83)
 QA0078_MARKER: DD = SURVEY DISK
 QA0078_SETTING: 80 = SET IN A BOULDER
 QA0078_STAMPING: 8368 1916
 QA0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0078+STABILITY: SURFACE MOTION
 QA0078
 QA0078  HISTORY     - Date     Condition        Report By
 QA0078  HISTORY     - 1916     MONUMENTED       USGS
 QA0078  HISTORY     - 1960     GOOD             NGS
 QA0078
 QA0078                          STATION DESCRIPTION
 QA0078
 QA0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0078'16.6 MI W FROM CHALLIS.
 QA0078'16.6 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0078'AT CHALLIS, AT TOLL GATE, IN TOP OF A 4-BY 4-FOOT BOULDER WHICH
 QA0078'PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 90 FEET WEST OF THE CENTER
 QA0078'OF THE JUNCTION OF A DIRT ROAD SOUTH, 14 FEET NORTH OF THE CENTER LINE
 QA0078'OF THE MAIN ROAD, 76 FEET NORTHWEST AND ACROSS THE ROAD FROM A 6-INCH
 QA0078'POST SUPPORTING A TOLL GATE SIGN, 2.5 FEET EAST OF A WITNESS POST, AND
 QA0078'ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0985 ***********************************************************************
 NV0985  DESIGNATION -  84 10670 C
 NV0985  PID         -  NV0985
 NV0985  STATE/COUNTY-  ID/TWIN FALLS
 NV0985  USGS QUAD   -  ROSEWORTH SE (1979)
 NV0985
 NV0985                         *CURRENT SURVEY CONTROL
 NV0985  ___________________________________________________________________
 NV0985* NAD 83(1992)-  42 16 07.00026(N)    114 46 37.84628(W)     ADJUSTED  
 NV0985* NAVD 88     -      1588.5    (meters)    5212.     (feet)  VERTCON   
 NV0985  ___________________________________________________________________
 NV0985  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 NV0985  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 NV0985
 NV0985  HORZ ORDER  -  THIRD
 NV0985
 NV0985.The horizontal coordinates were established by classical geodetic methods
 NV0985.and adjusted by the National Geodetic Survey in July 1992..
 NV0985
 NV0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0985
 NV0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0985
 NV0985.The geoid height was determined by GEOID03.
 NV0985
 NV0985;                    North         East     Units Scale Factor Converg.
 NV0985;SPC ID C     -    67,148.544   435,884.775   MT  0.99999793   -0 31 21.9
 NV0985;UTM  11      - 4,681,992.901   683,316.935   MT  1.00001350   +1 29 43.8
 NV0985
 NV0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0985!SPC ID C     -   0.99975337  x   0.99999793  =   0.99975130
 NV0985!UTM  11      -   0.99975337  x   1.00001350  =   0.99976687
 NV0985
 NV0985:                Primary Azimuth Mark                     Grid Az
 NV0985:SPC ID C     -  SALMON                                   067 54 09.6
 NV0985:UTM  11      -  SALMON                                   065 53 03.9
 NV0985
 NV0985|---------------------------------------------------------------------|
 NV0985| PID    Reference Object                     Distance      Geod. Az  |
 NV0985|                                                           dddmmss.s |
 NV0985| NV0994 SALMON                              APPROX. 6.0 KM 0672247.7 |
 NV0985|---------------------------------------------------------------------|
 NV0985
 NV0985                          SUPERSEDED SURVEY CONTROL
 NV0985
 NV0985  NAD 83(1986)-  42 16 07.00147(N)    114 46 37.84571(W) AD(       ) 3
 NV0985  NGVD 29 (02/23/89) 1587.4    (m)         5208.     (f) VERT ANG       
 NV0985
 NV0985.Superseded values are not recommended for survey control.
 NV0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0985.See file dsdata.txt to determine how the superseded data were derived.
 NV0985
 NV0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG8331781993(NAD 83)
 NV0985_MARKER: N = NAIL
 NV0985_SETTING: 66 = SET IN ROCK OUTCROP
 NV0985_SP_SET: SET IN ROCK OUTCROP
 NV0985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0985+STABILITY: POSITION/ELEVATION WELL
 NV0985
 NV0985  HISTORY     - Date     Condition        Report By
 NV0985  HISTORY     - 1957     MONUMENTED       USGS
 NV0985  HISTORY     - 1963     GOOD             USGS
 NV0985
 NV0985                          STATION DESCRIPTION
 NV0985
 NV0985'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NV0985'LOCATED ABOUT 4.3 MI SSE. OF TRIANGULATION STATION CEDAR, 0.8
 NV0985'MI E. OF RD. NEAR SOUTHWEST END OF BRIDGE.
 NV0985'
 NV0985'TO REACH NOT GIVEN.
 NV0985'
 NV0985'STATION MARK--COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP.
 NV0985
 NV0985                          STATION RECOVERY (1963)
 NV0985
 NV0985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NV0985'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0074 ***********************************************************************
 QA0074  DESIGNATION -  8545.7
 QA0074  PID         -  QA0074
 QA0074  STATE/COUNTY-  ID/CUSTER
 QA0074  USGS QUAD   -  BAYHORSE LAKE (1980)
 QA0074
 QA0074                         *CURRENT SURVEY CONTROL
 QA0074  ___________________________________________________________________
 QA0074* NAD 83(1986)-  44 28 43.     (N)    114 29 35.     (W)     SCALED    
 QA0074* NAVD 88     -      2606.505  (meters)    8551.51   (feet)  ADJUSTED  
 QA0074  ___________________________________________________________________
 QA0074  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 QA0074  DYNAMIC HT  -        2604.748 (meters)    8545.74  (feet)  COMP
 QA0074  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 QA0074
 QA0074  VERT ORDER  -  SECOND    CLASS 0
 QA0074
 QA0074.The horizontal coordinates were scaled from a topographic map and have
 QA0074.an estimated accuracy of +/- 6 seconds.
 QA0074
 QA0074.The orthometric height was determined by differential leveling
 QA0074.and adjusted by the National Geodetic Survey in June 1991..
 QA0074
 QA0074.The geoid height was determined by GEOID03.
 QA0074
 QA0074.The dynamic height is computed by dividing the NAVD 88
 QA0074.geopotential number by the normal gravity value computed on the
 QA0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0074.degrees latitude (g = 980.6199 gals.).
 QA0074
 QA0074.The modeled gravity was interpolated from observed gravity values.
 QA0074
 QA0074;                    North         East    Units  Estimated Accuracy
 QA0074;SPC ID C     -   312,490.      460,780.      MT  (+/- 180 meters Scaled)
 QA0074
 QA0074                          SUPERSEDED SURVEY CONTROL
 QA0074
 QA0074  NGVD 29 (??/??/92) 2605.044  (m)         8546.72   (f) ADJ UNCH    2 0
 QA0074
 QA0074.Superseded values are not recommended for survey control.
 QA0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0074.See file dsdata.txt to determine how the superseded data were derived.
 QA0074
 QA0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK993280(NAD 83)
 QA0074_MARKER: N = NAIL
 QA0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0074_SP_SET: TREE
 QA0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0074
 QA0074  HISTORY     - Date     Condition        Report By
 QA0074  HISTORY     - UNK      MONUMENTED       USGS
 QA0074  HISTORY     - 1960     GOOD             NGS
 QA0074
 QA0074                          STATION DESCRIPTION
 QA0074
 QA0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0074'17.95 MI W FROM CHALLIS.
 QA0074'17.95 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST
 QA0074'OFFICE AT CHALLIS, IN THE NORTHWEST ROOT OF A 12-INCH FIR TREE BEARING
 QA0074'A WHITE PAINTED CROSS, 12 FEET EAST OF THE CENTER LINE OF THE ROAD,
 QA0074'AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0399 ***********************************************************************
 OZ0399  DESIGNATION -  86 E
 OZ0399  PID         -  OZ0399
 OZ0399  STATE/COUNTY-  ID/BOISE
 OZ0399  USGS QUAD   -  BEAR RIVER (1972)
 OZ0399
 OZ0399                         *CURRENT SURVEY CONTROL
 OZ0399  ___________________________________________________________________
 OZ0399* NAD 83(1986)-  43 54 51.     (N)    115 24 03.     (W)     SCALED    
 OZ0399* NAVD 88     -      1479.432  (meters)    4853.77   (feet)  ADJUSTED  
 OZ0399  ___________________________________________________________________
 OZ0399  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 OZ0399  DYNAMIC HT  -        1478.637 (meters)    4851.16  (feet)  COMP
 OZ0399  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 OZ0399
 OZ0399  VERT ORDER  -  SECOND    CLASS 0
 OZ0399
 OZ0399.The horizontal coordinates were scaled from a topographic map and have
 OZ0399.an estimated accuracy of +/- 6 seconds.
 OZ0399
 OZ0399.The orthometric height was determined by differential leveling
 OZ0399.and adjusted by the National Geodetic Survey in June 1991..
 OZ0399
 OZ0399.The geoid height was determined by GEOID03.
 OZ0399
 OZ0399.The dynamic height is computed by dividing the NAVD 88
 OZ0399.geopotential number by the normal gravity value computed on the
 OZ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0399.degrees latitude (g = 980.6199 gals.).
 OZ0399
 OZ0399.The modeled gravity was interpolated from observed gravity values.
 OZ0399
 OZ0399;                    North         East    Units  Estimated Accuracy
 OZ0399;SPC ID W     -   249,710.      828,040.      MT  (+/- 180 meters Scaled)
 OZ0399
 OZ0399                          SUPERSEDED SURVEY CONTROL
 OZ0399
 OZ0399  NGVD 29 (??/??/92) 1478.253  (m)         4849.90   (f) ADJ UNCH    2 0
 OZ0399
 OZ0399.Superseded values are not recommended for survey control.
 OZ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0399.See file dsdata.txt to determine how the superseded data were derived.
 OZ0399
 OZ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ283635(NAD 83)
 OZ0399_MARKER: DD = SURVEY DISK
 OZ0399_SETTING: 80 = SET IN A BOULDER
 OZ0399_SP_SET: BOULDER
 OZ0399_STAMPING: 86 E 1936
 OZ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0399+STABILITY: SURFACE MOTION
 OZ0399
 OZ0399  HISTORY     - Date     Condition        Report By
 OZ0399  HISTORY     - 1936     MONUMENTED       USGS
 OZ0399  HISTORY     - 1950     GOOD             NGS
 OZ0399
 OZ0399                          STATION DESCRIPTION
 OZ0399
 OZ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0399'0.1 MI S FROM DEER PARK GUARD STATION.
 OZ0399'0.1 MILE SOUTH ALONG A DIRT DRIVEWAY FROM THE DEER PARK GUARD STATION,
 OZ0399'AT THE JUNCTION OF AN EAST-WEST DIRT ROAD, 23 1/2 FEET NORTH OF THE
 OZ0399'CENTER LINE OF THE ROAD, 9 1/2 FEET WEST OF THE CENTER LINE OF THE
 OZ0399'DRIVEWAY, 22 FEET NORTHWEST OF THE NORTHWEST POST OF A SIGN READING
 OZ0399'DEER PARK GUARD STATION, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND IN THE
 OZ0399'TOP OF A FLAT TOPPED 3- BY - 4-FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0356 ***********************************************************************
 OZ0356  DESIGNATION -  87 E
 OZ0356  PID         -  OZ0356
 OZ0356  STATE/COUNTY-  ID/ELMORE
 OZ0356  USGS QUAD   -  ATLANTA WEST (1972)
 OZ0356
 OZ0356                         *CURRENT SURVEY CONTROL
 OZ0356  ___________________________________________________________________
 OZ0356* NAD 83(1986)-  43 48 40.     (N)    115 11 59.     (W)     SCALED    
 OZ0356* NAVD 88     -      1520.330  (meters)    4987.95   (feet)  ADJUSTED  
 OZ0356  ___________________________________________________________________
 OZ0356  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 OZ0356  DYNAMIC HT  -        1519.458 (meters)    4985.09  (feet)  COMP
 OZ0356  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 OZ0356
 OZ0356  VERT ORDER  -  SECOND    CLASS 0
 OZ0356
 OZ0356.The horizontal coordinates were scaled from a topographic map and have
 OZ0356.an estimated accuracy of +/- 6 seconds.
 OZ0356
 OZ0356.The orthometric height was determined by differential leveling
 OZ0356.and adjusted by the National Geodetic Survey in June 1991..
 OZ0356
 OZ0356.The geoid height was determined by GEOID03.
 OZ0356
 OZ0356.The dynamic height is computed by dividing the NAVD 88
 OZ0356.geopotential number by the normal gravity value computed on the
 OZ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0356.degrees latitude (g = 980.6199 gals.).
 OZ0356
 OZ0356.The modeled gravity was interpolated from observed gravity values.
 OZ0356
 OZ0356;                    North         East    Units  Estimated Accuracy
 OZ0356;SPC ID W     -   238,350.      844,270.      MT  (+/- 180 meters Scaled)
 OZ0356
 OZ0356                          SUPERSEDED SURVEY CONTROL
 OZ0356
 OZ0356  NGVD 29 (??/??/92) 1519.108  (m)         4983.94   (f) ADJ UNCH    2 0
 OZ0356
 OZ0356.Superseded values are not recommended for survey control.
 OZ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0356.See file dsdata.txt to determine how the superseded data were derived.
 OZ0356
 OZ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ447524(NAD 83)
 OZ0356_MARKER: DD = SURVEY DISK
 OZ0356_SETTING: 80 = SET IN A BOULDER
 OZ0356_SP_SET: BOULDER
 OZ0356_STAMPING: 87 E 1936
 OZ0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0356+STABILITY: SURFACE MOTION
 OZ0356
 OZ0356  HISTORY     - Date     Condition        Report By
 OZ0356  HISTORY     - 1936     MONUMENTED       USGS
 OZ0356  HISTORY     - 1950     GOOD             NGS
 OZ0356  HISTORY     - 1951     GOOD             NGS
 OZ0356
 OZ0356                          STATION DESCRIPTION
 OZ0356
 OZ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0356'4.3 MI W FROM ATLANTA.
 OZ0356'4.3 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0356'OFFICE AT ATLANTA, 0.15 MILE NORTHWEST OF A SWINGING FOOT BRIDGE OVER
 OZ0356'THE MIDDLE FORK BOISE RIVER, IN A SMALL WOODED AREA BETWEEN THE ROAD
 OZ0356'AND THE RIVER, IN THE TOP OF A BOULDER PROJECTING 1.5 FEET ABOVE THE
 OZ0356'GROUND, 165 FEET WEST OF AND ACROSS THE ROAD FROM A LONE 16-INCH PINE
 OZ0356'TREE, 65 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 33 FEET
 OZ0356'NORTHEAST OF THE TOP OF THE NORTHEAST BANK OF THE RIVER, 28 FEET SOUTH
 OZ0356'OF AN 18-INCH TRIANGULAR-BLAZED FIR TREE, 6 1/2 FEET WEST OF AN
 OZ0356'18-INCH PINE TREE MARKED BY THE WHITE PAINTED LETTERS USPBM, ABOUT 6
 OZ0356'FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 OZ0356
 OZ0356                          STATION RECOVERY (1951)
 OZ0356
 OZ0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0076 ***********************************************************************
 QA0076  DESIGNATION -  8798.5
 QA0076  PID         -  QA0076
 QA0076  STATE/COUNTY-  ID/CUSTER
 QA0076  USGS QUAD   -  BAYHORSE LAKE (1980)
 QA0076
 QA0076                         *CURRENT SURVEY CONTROL
 QA0076  ___________________________________________________________________
 QA0076* NAD 83(1986)-  44 28 19.     (N)    114 29 20.     (W)     SCALED    
 QA0076* NAVD 88     -      2683.553  (meters)    8804.29   (feet)  ADJUSTED  
 QA0076  ___________________________________________________________________
 QA0076  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 QA0076  DYNAMIC HT  -        2681.752 (meters)    8798.38  (feet)  COMP
 QA0076  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 QA0076
 QA0076  VERT ORDER  -  SECOND    CLASS 0
 QA0076
 QA0076.The horizontal coordinates were scaled from a topographic map and have
 QA0076.an estimated accuracy of +/- 6 seconds.
 QA0076
 QA0076.The orthometric height was determined by differential leveling
 QA0076.and adjusted by the National Geodetic Survey in June 1991..
 QA0076
 QA0076.The geoid height was determined by GEOID03.
 QA0076
 QA0076.The dynamic height is computed by dividing the NAVD 88
 QA0076.geopotential number by the normal gravity value computed on the
 QA0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0076.degrees latitude (g = 980.6199 gals.).
 QA0076
 QA0076.The modeled gravity was interpolated from observed gravity values.
 QA0076
 QA0076;                    North         East    Units  Estimated Accuracy
 QA0076;SPC ID C     -   311,750.      461,100.      MT  (+/- 180 meters Scaled)
 QA0076
 QA0076                          SUPERSEDED SURVEY CONTROL
 QA0076
 QA0076  NGVD 29 (??/??/92) 2682.108  (m)         8799.55   (f) ADJ UNCH    2 0
 QA0076
 QA0076.Superseded values are not recommended for survey control.
 QA0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0076.See file dsdata.txt to determine how the superseded data were derived.
 QA0076
 QA0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK997273(NAD 83)
 QA0076_MARKER: S = SPIKE
 QA0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0076_SP_SET: TREE
 QA0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0076
 QA0076  HISTORY     - Date     Condition        Report By
 QA0076  HISTORY     - UNK      MONUMENTED       USGS
 QA0076  HISTORY     - 1960     GOOD             NGS
 QA0076
 QA0076                          STATION DESCRIPTION
 QA0076
 QA0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0076'17.35 MI W FROM CHALLIS.
 QA0076'17.35 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST
 QA0076'OFFICE AT CHALLIS, AT A SUMMIT, IN THE WEST SIDE OF A 6-INCH PINE TREE
 QA0076'BEARING A WHITE PAINTED CROSS, 29 FEET EAST OF THE CENTER LINE OF THE
 QA0076'ROAD, 58 FEET SOUTHEAST AND ACROSS THE ROAD FROM A 6-INCH POST
 QA0076'SUPPORTING A SUMMIT ELEVATION 8794 SIGN, ABOUT 0.4 FOOT HIGHER THAN
 QA0076'THE GROUND AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0353 ***********************************************************************
 OZ0353  DESIGNATION -  88 E
 OZ0353  PID         -  OZ0353
 OZ0353  STATE/COUNTY-  ID/ELMORE
 OZ0353  USGS QUAD   -  ATLANTA WEST (1972)
 OZ0353
 OZ0353                         *CURRENT SURVEY CONTROL
 OZ0353  ___________________________________________________________________
 OZ0353* NAD 83(1986)-  43 49 21.     (N)    115 13 44.     (W)     SCALED    
 OZ0353* NAVD 88     -      1495.884  (meters)    4907.75   (feet)  ADJUSTED  
 OZ0353  ___________________________________________________________________
 OZ0353  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 OZ0353  DYNAMIC HT  -        1495.025 (meters)    4904.93  (feet)  COMP
 OZ0353  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 OZ0353
 OZ0353  VERT ORDER  -  SECOND    CLASS 0
 OZ0353
 OZ0353.The horizontal coordinates were scaled from a topographic map and have
 OZ0353.an estimated accuracy of +/- 6 seconds.
 OZ0353
 OZ0353.The orthometric height was determined by differential leveling
 OZ0353.and adjusted by the National Geodetic Survey in June 1991..
 OZ0353
 OZ0353.The geoid height was determined by GEOID03.
 OZ0353
 OZ0353.The dynamic height is computed by dividing the NAVD 88
 OZ0353.geopotential number by the normal gravity value computed on the
 OZ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0353.degrees latitude (g = 980.6199 gals.).
 OZ0353
 OZ0353.The modeled gravity was interpolated from observed gravity values.
 OZ0353
 OZ0353;                    North         East    Units  Estimated Accuracy
 OZ0353;SPC ID W     -   239,600.      841,920.      MT  (+/- 180 meters Scaled)
 OZ0353
 OZ0353                          SUPERSEDED SURVEY CONTROL
 OZ0353
 OZ0353  NGVD 29 (??/??/92) 1494.659  (m)         4903.73   (f) ADJ UNCH    2 0
 OZ0353
 OZ0353.Superseded values are not recommended for survey control.
 OZ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0353.See file dsdata.txt to determine how the superseded data were derived.
 OZ0353
 OZ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ424536(NAD 83)
 OZ0353_MARKER: DD = SURVEY DISK
 OZ0353_SETTING: 80 = SET IN A BOULDER
 OZ0353_SP_SET: BOULDER
 OZ0353_STAMPING: 88 E 1936
 OZ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0353+STABILITY: SURFACE MOTION
 OZ0353
 OZ0353  HISTORY     - Date     Condition        Report By
 OZ0353  HISTORY     - 1936     MONUMENTED       USGS
 OZ0353  HISTORY     - 1950     GOOD             NGS
 OZ0353  HISTORY     - 1951     GOOD             NGS
 OZ0353
 OZ0353                          STATION DESCRIPTION
 OZ0353
 OZ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0353'6.4 MI W FROM ATLANTA.
 OZ0353'6.4 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0353'OFFICE AT ATLANTA, 0.3 MILE EAST OF EAGLE CREEK, ON THE TOP OF A HIGH
 OZ0353'CUT BANK, IN THE TOP OF THE LARGEST BOULDER IN THE IMMEDIATE VICINITY,
 OZ0353'33 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 16 FEET NORTHWEST OF
 OZ0353'A 16-INCH PINE TREE MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS US
 OZ0353'4904.6 BM, 3.2 FEET EAST OF A DEAD STUMP, ABOUT 20 FEET HIGHER THAN
 OZ0353'THE ROAD, AND MARKED BY THE WHITE PAINTED NUMBERS 4904.6.
 OZ0353
 OZ0353                          STATION RECOVERY (1951)
 OZ0353
 OZ0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0307 ***********************************************************************
 OZ0307  DESIGNATION -  8809.9
 OZ0307  PID         -  OZ0307
 OZ0307  STATE/COUNTY-  ID/BLAINE
 OZ0307  USGS QUAD   -  MARSHALL PEAK (1964)
 OZ0307
 OZ0307                         *CURRENT SURVEY CONTROL
 OZ0307  ___________________________________________________________________
 OZ0307* NAD 83(1986)-  43 51 55.     (N)    114 58 44.     (W)     SCALED    
 OZ0307* NAVD 88     -      2686.679  (meters)    8814.55   (feet)  ADJUSTED  
 OZ0307  ___________________________________________________________________
 OZ0307  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 OZ0307  DYNAMIC HT  -        2684.744 (meters)    8808.20  (feet)  COMP
 OZ0307  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 OZ0307
 OZ0307  VERT ORDER  -  SECOND    CLASS 0
 OZ0307
 OZ0307.The horizontal coordinates were scaled from a topographic map and have
 OZ0307.an estimated accuracy of +/- 6 seconds.
 OZ0307
 OZ0307.The orthometric height was determined by differential leveling
 OZ0307.and adjusted by the National Geodetic Survey in June 1991..
 OZ0307
 OZ0307.The geoid height was determined by GEOID03.
 OZ0307
 OZ0307.The dynamic height is computed by dividing the NAVD 88
 OZ0307.geopotential number by the normal gravity value computed on the
 OZ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0307.degrees latitude (g = 980.6199 gals.).
 OZ0307
 OZ0307.The modeled gravity was interpolated from observed gravity values.
 OZ0307
 OZ0307;                    North         East    Units  Estimated Accuracy
 OZ0307;SPC ID C     -   244,690.      421,310.      MT  (+/- 180 meters Scaled)
 OZ0307
 OZ0307                          SUPERSEDED SURVEY CONTROL
 OZ0307
 OZ0307  NGVD 29 (??/??/92) 2685.247  (m)         8809.85   (f) ADJ UNCH    2 0
 OZ0307
 OZ0307.Superseded values are not recommended for survey control.
 OZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0307.See file dsdata.txt to determine how the superseded data were derived.
 OZ0307
 OZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ624588(NAD 83)
 OZ0307_MARKER: Q = CHISELED SQUARE
 OZ0307_SETTING: 80 = SET IN A BOULDER
 OZ0307_SP_SET: BOULDER
 OZ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0307+STABILITY: SURFACE MOTION
 OZ0307
 OZ0307  HISTORY     - Date     Condition        Report By
 OZ0307  HISTORY     - UNK      MONUMENTED       USGS
 OZ0307  HISTORY     - 1950     GOOD             NGS
 OZ0307  HISTORY     - 1951     GOOD             NGS
 OZ0307
 OZ0307                          STATION DESCRIPTION
 OZ0307
 OZ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0307'9.9 MI SW FROM ALTURAS LAKE.
 OZ0307'4.1 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0307'OUTLET AT ALTURAS LAKE, THENCE 5.8 MILES SOUTHWEST ALONG ATLANTA
 OZ0307'TRAIL, 12.7 MILES NORTHEAST OF ATLANTA, AT THE SUMMIT BETWEEN ALTURAS
 OZ0307'LAKE CREEK AND MATTINGLY CREEK, 184 FEET NORTH OF 51 E (USGS), 9 FEET
 OZ0307'EAST OF THE CENTER LINE OF THE TRAIL, IN THE TOP OF A LARGE BOULDER
 OZ0307'WHICH PROJECTS 3 FEET ABOVE THE GROUND, MARKED WITH A PAINTED B M, AND
 OZ0307'ABOUT 3 FEET HIGHER THAN THE TRAIL.
 OZ0307
 OZ0307                          STATION RECOVERY (1951)
 OZ0307
 OZ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0350 ***********************************************************************
 OZ0350  DESIGNATION -  89 E
 OZ0350  PID         -  OZ0350
 OZ0350  STATE/COUNTY-  ID/ELMORE
 OZ0350  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0350
 OZ0350                         *CURRENT SURVEY CONTROL
 OZ0350  ___________________________________________________________________
 OZ0350* NAD 83(1986)-  43 49 04.     (N)    115 16 04.     (W)     SCALED    
 OZ0350* NAVD 88     -      1454.608  (meters)    4772.33   (feet)  ADJUSTED  
 OZ0350  ___________________________________________________________________
 OZ0350  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 OZ0350  DYNAMIC HT  -        1453.790 (meters)    4769.64  (feet)  COMP
 OZ0350  MODELED GRAV-     980,006.9   (mgal)                       NAVD 88
 OZ0350
 OZ0350  VERT ORDER  -  SECOND    CLASS 0
 OZ0350
 OZ0350.The horizontal coordinates were scaled from a topographic map and have
 OZ0350.an estimated accuracy of +/- 6 seconds.
 OZ0350
 OZ0350.The orthometric height was determined by differential leveling
 OZ0350.and adjusted by the National Geodetic Survey in June 1991..
 OZ0350
 OZ0350.The geoid height was determined by GEOID03.
 OZ0350
 OZ0350.The dynamic height is computed by dividing the NAVD 88
 OZ0350.geopotential number by the normal gravity value computed on the
 OZ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0350.degrees latitude (g = 980.6199 gals.).
 OZ0350
 OZ0350.The modeled gravity was interpolated from observed gravity values.
 OZ0350
 OZ0350;                    North         East    Units  Estimated Accuracy
 OZ0350;SPC ID W     -   239,060.      838,790.      MT  (+/- 180 meters Scaled)
 OZ0350
 OZ0350                          SUPERSEDED SURVEY CONTROL
 OZ0350
 OZ0350  NGVD 29 (??/??/92) 1453.400  (m)         4768.36   (f) ADJ UNCH    2 0
 OZ0350
 OZ0350.Superseded values are not recommended for survey control.
 OZ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0350.See file dsdata.txt to determine how the superseded data were derived.
 OZ0350
 OZ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ393530(NAD 83)
 OZ0350_MARKER: DD = SURVEY DISK
 OZ0350_SETTING: 80 = SET IN A BOULDER
 OZ0350_SP_SET: BOULDER
 OZ0350_STAMPING: 89 E 1936
 OZ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0350+STABILITY: SURFACE MOTION
 OZ0350
 OZ0350  HISTORY     - Date     Condition        Report By
 OZ0350  HISTORY     - 1936     MONUMENTED       USGS
 OZ0350  HISTORY     - 1950     GOOD             NGS
 OZ0350  HISTORY     - 1951     GOOD             NGS
 OZ0350
 OZ0350                          STATION DESCRIPTION
 OZ0350
 OZ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0350'8.7 MI W FROM ATLANTA.
 OZ0350'8.7 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0350'OFFICE AT ATLANTA, 0.25 MILE SOUTH OF A CABIN, 0.2 MILE NORTH OF A
 OZ0350'FOREST SERVICE CAMP GROUND, DIRECTLY ACROSS THE MIDDLE FORK BOISE
 OZ0350'RIVER FROM THE MOUTH OF BALD MOUNTAIN CREEK, IN THE TOP OF A WHITE
 OZ0350'GRANITE BOULDER, 24.9 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A
 OZ0350'SIGN READING BALD MOUNTAIN CREEK, 20 FEET WEST OF THE CENTER LINE OF
 OZ0350'THE ROAD, 7 1/2 FEET SOUTH OF AN 18-INCH TRIANGULAR-BLAZED FIR TREE,
 OZ0350'ABOUT 5 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED
 OZ0350'LETTERS AND NUMBERS US 4769.3.
 OZ0350
 OZ0350                          STATION RECOVERY (1951)
 OZ0350
 OZ0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0236 ***********************************************************************
 OZ0236  DESIGNATION -  9
 OZ0236  PID         -  OZ0236
 OZ0236  STATE/COUNTY-  ID/CAMAS
 OZ0236  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0236
 OZ0236                         *CURRENT SURVEY CONTROL
 OZ0236  ___________________________________________________________________
 OZ0236* NAD 83(1986)-  43 20 34.     (N)    114 44 32.     (W)     SCALED    
 OZ0236* NAVD 88     -      1538.740  (meters)    5048.35   (feet)  ADJUSTED  
 OZ0236  ___________________________________________________________________
 OZ0236  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 OZ0236  DYNAMIC HT  -        1537.853 (meters)    5045.44  (feet)  COMP
 OZ0236  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 OZ0236
 OZ0236  VERT ORDER  -  SECOND    CLASS 0
 OZ0236
 OZ0236.The horizontal coordinates were scaled from a topographic map and have
 OZ0236.an estimated accuracy of +/- 6 seconds.
 OZ0236
 OZ0236.The orthometric height was determined by differential leveling
 OZ0236.and adjusted by the National Geodetic Survey in June 1991..
 OZ0236
 OZ0236.The geoid height was determined by GEOID03.
 OZ0236
 OZ0236.The dynamic height is computed by dividing the NAVD 88
 OZ0236.geopotential number by the normal gravity value computed on the
 OZ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0236.degrees latitude (g = 980.6199 gals.).
 OZ0236
 OZ0236.The modeled gravity was interpolated from observed gravity values.
 OZ0236
 OZ0236;                    North         East    Units  Estimated Accuracy
 OZ0236;SPC ID C     -   186,450.      439,820.      MT  (+/- 180 meters Scaled)
 OZ0236
 OZ0236                          SUPERSEDED SURVEY CONTROL
 OZ0236
 OZ0236  NGVD 29 (??/??/92) 1537.662  (m)         5044.81   (f) ADJ UNCH    2 0
 OZ0236
 OZ0236.Superseded values are not recommended for survey control.
 OZ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0236.See file dsdata.txt to determine how the superseded data were derived.
 OZ0236
 OZ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ830013(NAD 83)
 OZ0236_MARKER: DD = SURVEY DISK
 OZ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0236+STABILITY: SURFACE MOTION
 OZ0236
 OZ0236  HISTORY     - Date     Condition        Report By
 OZ0236  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0236  HISTORY     - 1950     GOOD             NGS
 OZ0236  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0236
 OZ0236                          STATION DESCRIPTION
 OZ0236
 OZ0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0236'2.8 MI E FROM FAIRFIELD.
 OZ0236'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0236'THENCE 2.5 MILES EAST ALONG STATE HIGHWAY 68, 0.5 MILES WEST OF THE
 OZ0236'INTERSECTION OF NORTHEAST OF THE CENTER OF THE NORTH END OF AN 18-INCH
 OZ0236'CORRUGATED METAL PIPE CULVERT, 40 1/2 FEET NORTH OF THE CENTER LINE OF
 OZ0236'THE HIGHWAY, 6 FEET NORTHEAST OF A POWER LINE POLE, 2.6 FEET NORTHWEST
 OZ0236'OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 OZ0236'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OZ0236
 OZ0236                          STATION RECOVERY (1981)
 OZ0236
 OZ0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0464 ***********************************************************************
 PY0464  DESIGNATION -  9
 PY0464  PID         -  PY0464
 PY0464  STATE/COUNTY-  ID/FREMONT
 PY0464  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0464
 PY0464                         *CURRENT SURVEY CONTROL
 PY0464  ___________________________________________________________________
 PY0464* NAD 83(1986)-  44 12 11.     (N)    111 19 45.     (W)     SCALED    
 PY0464* NAVD 88     -      1830.029  (meters)    6004.02   (feet)  POSTED    
 PY0464  ___________________________________________________________________
 PY0464  GEOID HEIGHT-          -9.96  (meters)                     GEOID03
 PY0464  DYNAMIC HT  -        1829.010 (meters)    6000.68  (feet)  COMP
 PY0464  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 PY0464
 PY0464  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0464
 PY0464.The horizontal coordinates were scaled from a topographic map and have
 PY0464.an estimated accuracy of +/- 6 seconds.
 PY0464
 PY0464.The orthometric height was determined by differential leveling
 PY0464.and adjusted by the National Geodetic Survey in 1992..
 PY0464.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0464.rate of 0.0 thru 1.0 mm/km.
 PY0464
 PY0464.The geoid height was determined by GEOID03.
 PY0464
 PY0464.The dynamic height is computed by dividing the NAVD 88
 PY0464.geopotential number by the normal gravity value computed on the
 PY0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0464.degrees latitude (g = 980.6199 gals.).
 PY0464
 PY0464.The modeled gravity was interpolated from observed gravity values.
 PY0464
 PY0464;                    North         East    Units  Estimated Accuracy
 PY0464;SPC ID E     -   282,100.      266,940.      MT  (+/- 180 meters Scaled)
 PY0464
 PY0464                          SUPERSEDED SURVEY CONTROL
 PY0464
 PY0464  NGVD 29 (??/??/92) 1828.854  (m)         6000.17   (f) ADJ UNCH    2 0
 PY0464
 PY0464.Superseded values are not recommended for survey control.
 PY0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0464.See file dsdata.txt to determine how the superseded data were derived.
 PY0464
 PY0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP737944(NAD 83)
 PY0464_MARKER: DD = SURVEY DISK
 PY0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0464_SP_SET: CULVERT
 PY0464_STAMPING: 9 5997.60 1932
 PY0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0464
 PY0464  HISTORY     - Date     Condition        Report By
 PY0464  HISTORY     - 1932     MONUMENTED       BPR
 PY0464
 PY0464                          STATION DESCRIPTION
 PY0464
 PY0464'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1932
 PY0464'16.9 MI N FROM ASHTON.
 PY0464'16.9 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0464'0.6 MILE NORTH OF A ROAD LEADING WEST TO BIG FALLS, 0.4 MILE NORTH OF
 PY0464'WOOD ROAD 4, 15 FEET NORTHEAST OF THE HIGHWAY, AND IN THE CENTER OF
 PY0464'THE TOP OF A ROCK HEAD WALL OF A HIGHWAY CULVERT.  A UNITED STATES
 PY0464'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 9 5997.60 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0094 ***********************************************************************
 SV0094  DESIGNATION -  9 26
 SV0094  PID         -  SV0094
 SV0094  STATE/COUNTY-  ID/SHOSHONE
 SV0094  USGS QUAD   -  GRIZZLY MOUNTAIN (1996)
 SV0094
 SV0094                         *CURRENT SURVEY CONTROL
 SV0094  ___________________________________________________________________
 SV0094* NAD 83(1986)-  47 39 31.     (N)    116 01 58.     (W)     SCALED    
 SV0094* NAVD 88     -       712.525  (meters)    2337.68   (feet)  ADJUSTED  
 SV0094  ___________________________________________________________________
 SV0094  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SV0094  DYNAMIC HT  -         712.514 (meters)    2337.64  (feet)  COMP
 SV0094  MODELED GRAV-     980,574.6   (mgal)                       NAVD 88
 SV0094
 SV0094  VERT ORDER  -  SECOND    CLASS 0
 SV0094
 SV0094.The horizontal coordinates were scaled from a topographic map and have
 SV0094.an estimated accuracy of +/- 6 seconds.
 SV0094
 SV0094.The orthometric height was determined by differential leveling
 SV0094.and adjusted by the National Geodetic Survey in June 1991..
 SV0094
 SV0094.The geoid height was determined by GEOID03.
 SV0094
 SV0094.The dynamic height is computed by dividing the NAVD 88
 SV0094.geopotential number by the normal gravity value computed on the
 SV0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0094.degrees latitude (g = 980.6199 gals.).
 SV0094
 SV0094.The modeled gravity was interpolated from observed gravity values.
 SV0094
 SV0094;                    North         East    Units  Estimated Accuracy
 SV0094;SPC ID W     -   665,850.      778,760.      MT  (+/- 180 meters Scaled)
 SV0094
 SV0094                          SUPERSEDED SURVEY CONTROL
 SV0094
 SV0094  NGVD 29 (??/??/92)  711.378  (m)         2333.91   (f) ADJ UNCH    2 0
 SV0094
 SV0094.Superseded values are not recommended for survey control.
 SV0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0094.See file dsdata.txt to determine how the superseded data were derived.
 SV0094
 SV0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN726788(NAD 83)
 SV0094_MARKER: DD = SURVEY DISK
 SV0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0094_STAMPING: 2337 9-26 30
 SV0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0094+STABILITY: SURFACE MOTION
 SV0094
 SV0094  HISTORY     - Date     Condition        Report By
 SV0094  HISTORY     - UNK      MONUMENTED       BPR
 SV0094  HISTORY     - 1958     GOOD             NGS
 SV0094
 SV0094                          STATION DESCRIPTION
 SV0094
 SV0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0094'5.15 MI W FROM PRICHARD.
 SV0094'4.45 MILES WEST ALONG A GRAVEL ROAD FROM THE CONCRETE BRIDGE OVER
 SV0094'PRICHARD CREEK AT PRICHARD, THENCE 0.7 MILE WEST ALONG A ROAD
 SV0094'FOLLOWING THE RIGHT BANK OF THE COEUR DALENE RIVER, 75 FEET SOUTHWEST
 SV0094'OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING EAST TO A
 SV0094'FARMHOUSE, IN A FENCE LINE, 27 1/2 FEET WEST OF THE CENTER LINE OF THE
 SV0094'ROAD, 64 FEET SOUTH OF THE SOUTH END OF A GATE, 62 FEET NORTH OF THE
 SV0094'NORTHEAST CORNER OF A CORRAL, 1.2 FEET NORTHWEST OF A WITNESS POST,
 SV0094'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SV0094'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0099 ***********************************************************************
 SV0099  DESIGNATION -  9 44
 SV0099  PID         -  SV0099
 SV0099  STATE/COUNTY-  ID/SHOSHONE
 SV0099  USGS QUAD   -  GRIZZLY MOUNTAIN (1996)
 SV0099
 SV0099                         *CURRENT SURVEY CONTROL
 SV0099  ___________________________________________________________________
 SV0099* NAD 83(1986)-  47 39 11.     (N)    116 07 07.     (W)     SCALED    
 SV0099* NAVD 88     -       696.766  (meters)    2285.97   (feet)  ADJUSTED  
 SV0099  ___________________________________________________________________
 SV0099  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 SV0099  DYNAMIC HT  -         696.715 (meters)    2285.81  (feet)  COMP
 SV0099  MODELED GRAV-     980,519.0   (mgal)                       NAVD 88
 SV0099
 SV0099  VERT ORDER  -  SECOND    CLASS 0
 SV0099
 SV0099.The horizontal coordinates were scaled from a topographic map and have
 SV0099.an estimated accuracy of +/- 6 seconds.
 SV0099
 SV0099.The orthometric height was determined by differential leveling
 SV0099.and adjusted by the National Geodetic Survey in June 1991..
 SV0099
 SV0099.The geoid height was determined by GEOID03.
 SV0099
 SV0099.The dynamic height is computed by dividing the NAVD 88
 SV0099.geopotential number by the normal gravity value computed on the
 SV0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0099.degrees latitude (g = 980.6199 gals.).
 SV0099
 SV0099.The modeled gravity was interpolated from observed gravity values.
 SV0099
 SV0099;                    North         East    Units  Estimated Accuracy
 SV0099;SPC ID W     -   665,260.      772,310.      MT  (+/- 180 meters Scaled)
 SV0099
 SV0099                          SUPERSEDED SURVEY CONTROL
 SV0099
 SV0099  NGVD 29 (??/??/92)  695.578  (m)         2282.08   (f) ADJ UNCH    2 0
 SV0099
 SV0099.Superseded values are not recommended for survey control.
 SV0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0099.See file dsdata.txt to determine how the superseded data were derived.
 SV0099
 SV0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN661781(NAD 83)
 SV0099_MARKER: DD = SURVEY DISK
 SV0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0099_STAMPING: 2285 9-44 30
 SV0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0099+STABILITY: SURFACE MOTION
 SV0099
 SV0099  HISTORY     - Date     Condition        Report By
 SV0099  HISTORY     - UNK      MONUMENTED       BPR
 SV0099  HISTORY     - 1958     GOOD             NGS
 SV0099
 SV0099                          STATION DESCRIPTION
 SV0099
 SV0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0099'10.75 MI W FROM PRICHARD.
 SV0099'4.45 MILES WEST ALONG A GRAVEL ROAD FROM THE CONCRETE BRIDGE OVER
 SV0099'PRICHARD CREEK AT PRICHARD, THENCE 6.3 MILES WEST ALONG A ROAD
 SV0099'FOLLOWING THE RIGHT BANK OF THE COEUR DALENE RIVER, 0.2 MILE NORTH OF
 SV0099'TENT CREEK, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, 203 FEET
 SV0099'SOUTH OF A FENCE CORNER, 0.6 FOOT WEST OF A FENCE, 2.4 FEET NORTHWEST
 SV0099'OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 SV0099'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0207 ***********************************************************************
 RA0207  DESIGNATION -  9 A
 RA0207  PID         -  RA0207
 RA0207  STATE/COUNTY-  ID/IDAHO
 RA0207  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0207
 RA0207                         *CURRENT SURVEY CONTROL
 RA0207  ___________________________________________________________________
 RA0207* NAD 83(1986)-  45 25 21.     (N)    116 02 17.     (W)     SCALED    
 RA0207* NAVD 88     -       588.490  (meters)    1930.74   (feet)  ADJUSTED  
 RA0207  ___________________________________________________________________
 RA0207  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 RA0207  DYNAMIC HT  -         588.335 (meters)    1930.23  (feet)  COMP
 RA0207  MODELED GRAV-     980,335.8   (mgal)                       NAVD 88
 RA0207
 RA0207  VERT ORDER  -  SECOND    CLASS 0
 RA0207
 RA0207.The horizontal coordinates were scaled from a topographic map and have
 RA0207.an estimated accuracy of +/- 6 seconds.
 RA0207
 RA0207.The orthometric height was determined by differential leveling
 RA0207.and adjusted by the National Geodetic Survey in June 1991..
 RA0207
 RA0207.The geoid height was determined by GEOID03.
 RA0207
 RA0207.The dynamic height is computed by dividing the NAVD 88
 RA0207.geopotential number by the normal gravity value computed on the
 RA0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0207.degrees latitude (g = 980.6199 gals.).
 RA0207
 RA0207.The modeled gravity was interpolated from observed gravity values.
 RA0207
 RA0207;                    North         East    Units  Estimated Accuracy
 RA0207;SPC ID W     -   417,300.      777,460.      MT  (+/- 180 meters Scaled)
 RA0207
 RA0207                          SUPERSEDED SURVEY CONTROL
 RA0207
 RA0207  NGVD 29 (??/??/92)  587.396  (m)         1927.15   (f) ADJ UNCH    2 0
 RA0207
 RA0207.Superseded values are not recommended for survey control.
 RA0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0207.See file dsdata.txt to determine how the superseded data were derived.
 RA0207
 RA0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL752303(NAD 83)
 RA0207_MARKER: DD = SURVEY DISK
 RA0207_SETTING: 80 = SET IN A BOULDER
 RA0207_SP_SET: BOULDER
 RA0207_STAMPING: 9 A 1938
 RA0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0207+STABILITY: SURFACE MOTION
 RA0207
 RA0207  HISTORY     - Date     Condition        Report By
 RA0207  HISTORY     - 1938     MONUMENTED       USGS
 RA0207  HISTORY     - 1959     GOOD             NGS
 RA0207
 RA0207                          STATION DESCRIPTION
 RA0207
 RA0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RA0207'0.6 MI W FROM FRENCH CREEK.
 RA0207'0.6 MILE WEST ALONG SALMON RIVER ROAD FROM THE ABANDONED LODGE AT
 RA0207'FRENCH CREEK, AT THE SOUTHWEST END OF A CURVE, IN TOP OF A 2-BY 5
 RA0207'1/2-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE
 RA0207'GROUND, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5.2 FEET SOUTH
 RA0207'OF A WITNESS POST, AND ABOUT 7 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0518 ***********************************************************************
 PY0518  DESIGNATION -  9 EAM
 PY0518  PID         -  PY0518
 PY0518  STATE/COUNTY-  ID/FREMONT
 PY0518  USGS QUAD   -  ISLAND PARK (1964)
 PY0518
 PY0518                         *CURRENT SURVEY CONTROL
 PY0518  ___________________________________________________________________
 PY0518* NAD 83(1986)-  44 27 14.     (N)    111 21 37.     (W)     SCALED    
 PY0518* NAVD 88     -      1922.709  (meters)    6308.09   (feet)  ADJUSTED  
 PY0518  ___________________________________________________________________
 PY0518  GEOID HEIGHT-          -9.37  (meters)                     GEOID03
 PY0518  DYNAMIC HT  -        1921.640 (meters)    6304.58  (feet)  COMP
 PY0518  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 PY0518
 PY0518  VERT ORDER  -  FIRST     CLASS II
 PY0518
 PY0518.The horizontal coordinates were scaled from a topographic map and have
 PY0518.an estimated accuracy of +/- 6 seconds.
 PY0518
 PY0518.The orthometric height was determined by differential leveling
 PY0518.and adjusted by the National Geodetic Survey in June 1991..
 PY0518
 PY0518.The geoid height was determined by GEOID03.
 PY0518
 PY0518.The dynamic height is computed by dividing the NAVD 88
 PY0518.geopotential number by the normal gravity value computed on the
 PY0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0518.degrees latitude (g = 980.6199 gals.).
 PY0518
 PY0518.The modeled gravity was interpolated from observed gravity values.
 PY0518
 PY0518;                    North         East    Units  Estimated Accuracy
 PY0518;SPC ID E     -   309,940.      264,180.      MT  (+/- 180 meters Scaled)
 PY0518
 PY0518                          SUPERSEDED SURVEY CONTROL
 PY0518
 PY0518  NGVD 29 (08/20/92) 1921.513  (m)         6304.16   (f) ADJUSTED    1 2
 PY0518
 PY0518.Superseded values are not recommended for survey control.
 PY0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0518.See file dsdata.txt to determine how the superseded data were derived.
 PY0518
 PY0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ713223(NAD 83)
 PY0518_MARKER: DD = SURVEY DISK
 PY0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0518_STAMPING: 9 EAM 6304
 PY0518_MARK LOGO: USGS  
 PY0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0518+STABILITY: SURFACE MOTION
 PY0518
 PY0518  HISTORY     - Date     Condition        Report By
 PY0518  HISTORY     - 1964     MONUMENTED       USGS
 PY0518  HISTORY     - 1967     GOOD             NGS
 PY0518  HISTORY     - 1983     GOOD             NGS
 PY0518
 PY0518                          STATION DESCRIPTION
 PY0518
 PY0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0518'3.4 MI S FROM MACKS INN.
 PY0518'3.4 MILES SOUTH ALONG U.S. HIGHWAY 20 AND 91 FROM THE POST OFFICE AT
 PY0518'MACKS INN, 0.05 MILE NORTHEAST OF THE JUNCTION OF A ROAD TO KILGORE,
 PY0518'AT THE JUNCTION OF A ROAD NORTHEAST TO TRUDE, 156 FEET NORTHEAST OF
 PY0518'THE CENTER OF THE JUNCTION, 66 FEET SOUTHEAST OF THE CENTER LINE OF
 PY0518'THE HIGHWAY, 60 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.1
 PY0518'FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 PY0518'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 PY0518'ABOVE THE GROUND.
 PY0518
 PY0518                          STATION RECOVERY (1983)
 PY0518
 PY0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0478 ***********************************************************************
 NW0478  DESIGNATION -  9 EMH
 NW0478  PID         -  NW0478
 NW0478  STATE/COUNTY-  ID/OWYHEE
 NW0478  USGS QUAD   -  HURRY UP CREEK (1973)
 NW0478
 NW0478                         *CURRENT SURVEY CONTROL
 NW0478  ___________________________________________________________________
 NW0478* NAD 83(1986)-  42 44 39.     (N)    116 31 32.     (W)     SCALED    
 NW0478* NAVD 88     -      1803.740  (meters)    5917.77   (feet)  POSTED    
 NW0478  ___________________________________________________________________
 NW0478  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 NW0478  DYNAMIC HT  -        1802.570 (meters)    5913.93  (feet)  COMP
 NW0478  MODELED GRAV-     979,907.7   (mgal)                       NAVD 88
 NW0478
 NW0478  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0478
 NW0478.The horizontal coordinates were scaled from a topographic map and have
 NW0478.an estimated accuracy of +/- 6 seconds.
 NW0478
 NW0478.The orthometric height was determined by differential leveling
 NW0478.and adjusted by the National Geodetic Survey in 1992..
 NW0478.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0478.rate of 0.0 thru 1.0 mm/km.
 NW0478
 NW0478.The geoid height was determined by GEOID03.
 NW0478
 NW0478.The dynamic height is computed by dividing the NAVD 88
 NW0478.geopotential number by the normal gravity value computed on the
 NW0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0478.degrees latitude (g = 980.6199 gals.).
 NW0478
 NW0478.The modeled gravity was interpolated from observed gravity values.
 NW0478
 NW0478;                    North         East    Units  Estimated Accuracy
 NW0478;SPC ID W     -   119,970.      736,500.      MT  (+/- 180 meters Scaled)
 NW0478
 NW0478                          SUPERSEDED SURVEY CONTROL
 NW0478
 NW0478.No superseded survey control is available for this station.
 NW0478
 NW0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH388325(NAD 83)
 NW0478_MARKER: DD = SURVEY DISK
 NW0478_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0478_SP_SET: COPPER-CLAD STEEL ROD
 NW0478_STAMPING: 9 EMH 1972 5914
 NW0478_MARK LOGO: USGS  
 NW0478_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0478+SATELLITE: SATELLITE OBSERVATIONS - 1972
 NW0478
 NW0478  HISTORY     - Date     Condition        Report By
 NW0478  HISTORY     - 1972     MONUMENTED       USGS
 NW0478
 NW0478                          STATION DESCRIPTION
 NW0478
 NW0478'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0478'FROM TRIANGLE, IDAHO, PROCEED 2.0 MILES NORTH ALONG OREANA-TRIANGLE
 NW0478'ROAD, THENCE 8.0 MILES SOUTHEAST ALONG ANTELOPE RIDGE ROAD, ABOUT 0.2
 NW0478'MILES SOUTHEAST OF A FENCE CROSSING, IN A PROMINTENT SADDLE, AT A ROAD
 NW0478'JUNCTION NORTHEAST, 36 FEET NORTH AND ABOUT LEVEL WITH THE JUNCTION,
 NW0478'A 5/8 COPPER-COATED ROD ENCASED IN A 6-INCH BLACK DRAINPIPE AND
 NW0478'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0435 ***********************************************************************
 NW0435  DESIGNATION -  9 FMK
 NW0435  PID         -  NW0435
 NW0435  STATE/COUNTY-  ID/OWYHEE
 NW0435  USGS QUAD   -  STONEHOUSE CREEK (1990)
 NW0435
 NW0435                         *CURRENT SURVEY CONTROL
 NW0435  ___________________________________________________________________
 NW0435* NAD 83(1986)-  42 53 15.     (N)    116 52 39.     (W)     SCALED    
 NW0435* NAVD 88     -      1446.651  (meters)    4746.22   (feet)  POSTED    
 NW0435  ___________________________________________________________________
 NW0435  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 NW0435  DYNAMIC HT  -        1445.770 (meters)    4743.33  (feet)  COMP
 NW0435  MODELED GRAV-     979,959.9   (mgal)                       NAVD 88
 NW0435
 NW0435  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NW0435
 NW0435.The horizontal coordinates were scaled from a topographic map and have
 NW0435.an estimated accuracy of +/- 6 seconds.
 NW0435
 NW0435.The orthometric height was determined by differential leveling
 NW0435.and adjusted by the National Geodetic Survey in 1992..
 NW0435.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NW0435.rate of 1.1 thru 2.0 mm/km.
 NW0435
 NW0435.The geoid height was determined by GEOID03.
 NW0435
 NW0435.The dynamic height is computed by dividing the NAVD 88
 NW0435.geopotential number by the normal gravity value computed on the
 NW0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0435.degrees latitude (g = 980.6199 gals.).
 NW0435
 NW0435.The modeled gravity was interpolated from observed gravity values.
 NW0435
 NW0435;                    North         East    Units  Estimated Accuracy
 NW0435;SPC ID W     -   136,220.      707,900.      MT  (+/- 180 meters Scaled)
 NW0435
 NW0435                          SUPERSEDED SURVEY CONTROL
 NW0435
 NW0435  NGVD 29 (??/??/92) 1445.46   (m)         4742.3    (f) COMPUTED    2 0
 NW0435
 NW0435.Superseded values are not recommended for survey control.
 NW0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0435.See file dsdata.txt to determine how the superseded data were derived.
 NW0435
 NW0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH100483(NAD 83)
 NW0435_MARKER: DD = SURVEY DISK
 NW0435_SETTING: 66 = SET IN ROCK OUTCROP
 NW0435_SP_SET: ROCK OUTCROP
 NW0435_STAMPING: 9 FMK 1964
 NW0435_MARK LOGO: USGS  
 NW0435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0435+STABILITY: POSITION/ELEVATION WELL
 NW0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0435+SATELLITE: SATELLITE OBSERVATIONS - 1964
 NW0435
 NW0435  HISTORY     - Date     Condition        Report By
 NW0435  HISTORY     - 1964     MONUMENTED       USGS
 NW0435
 NW0435                          STATION DESCRIPTION
 NW0435
 NW0435'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0435'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 5.6 MILES
 NW0435'SOUTHEAST ALONG COUNTY ROAD, THENCE 9.2 MILES SOUTHEAST ALONG FLINT
 NW0435'CREEK ROAD, 168 FEET EAST OF THE CENTERLINE OF THE ROAD, 18 FEET EAST
 NW0435'OF A DIM TRACK ROAD, 7 FEET SOUTH OF A WITNESS POST, SET IN THE SOUTH
 NW0435'EDGE OF A LARGE ROCK OUTCROP 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0073 ***********************************************************************
 TO0073  DESIGNATION -  9 M
 TO0073  PID         -  TO0073
 TO0073  STATE/COUNTY-  ID/BOUNDARY
 TO0073  USGS QUAD   -  LEONIA (1983)
 TO0073
 TO0073                         *CURRENT SURVEY CONTROL
 TO0073  ___________________________________________________________________
 TO0073* NAD 83(1986)-  48 37 02.     (N)    116 03 00.     (W)     SCALED    
 TO0073* NAVD 88     -       556.617  (meters)    1826.17   (feet)  ADJUSTED  
 TO0073  ___________________________________________________________________
 TO0073  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TO0073  DYNAMIC HT  -         556.674 (meters)    1826.35  (feet)  COMP
 TO0073  MODELED GRAV-     980,697.3   (mgal)                       NAVD 88
 TO0073
 TO0073  VERT ORDER  -  FIRST     CLASS II
 TO0073
 TO0073.The horizontal coordinates were scaled from a topographic map and have
 TO0073.an estimated accuracy of +/- 6 seconds.
 TO0073
 TO0073.The orthometric height was determined by differential leveling
 TO0073.and adjusted by the National Geodetic Survey in June 1991..
 TO0073
 TO0073.The geoid height was determined by GEOID03.
 TO0073
 TO0073.The dynamic height is computed by dividing the NAVD 88
 TO0073.geopotential number by the normal gravity value computed on the
 TO0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0073.degrees latitude (g = 980.6199 gals.).
 TO0073
 TO0073.The modeled gravity was interpolated from observed gravity values.
 TO0073
 TO0073;                    North         East    Units  Estimated Accuracy
 TO0073;SPC ID W     -   772,440.      777,880.      MT  (+/- 180 meters Scaled)
 TO0073
 TO0073                          SUPERSEDED SURVEY CONTROL
 TO0073
 TO0073  NGVD 29 (??/??/92)  555.449  (m)         1822.34   (f) ADJ UNCH    1 2
 TO0073
 TO0073.Superseded values are not recommended for survey control.
 TO0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0073.See file dsdata.txt to determine how the superseded data were derived.
 TO0073
 TO0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP700853(NAD 83)
 TO0073_MARKER: DD = SURVEY DISK
 TO0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0073_STAMPING: 9M 1928
 TO0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0073+STABILITY: SURFACE MOTION
 TO0073
 TO0073  HISTORY     - Date     Condition        Report By
 TO0073  HISTORY     - 1928     MONUMENTED       USGS
 TO0073  HISTORY     - 1934     GOOD             IDDT
 TO0073
 TO0073                          STATION DESCRIPTION
 TO0073
 TO0073'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0073'IN LEONIA.
 TO0073'AT LEONIA, BOUNDARY COUNTY, IDAHO, ON THE GREAT NORTHERN RAILWAY,
 TO0073'ABOUT 200 FEET SOUTHWEST OF A POINT ON THE TRACK 400 FEET NORTH WEST
 TO0073'OF THE STATION, 85 FEET NORTHWEST OF THE WEST CORNER OF THE NEW
 TO0073'BOUNDARY MERCANTILE CO. STORE AND POST OFFICE, AND ABOUT THE SAME
 TO0073'ELEVATION AS THE TRACK.  A STANDARD USGS DISK, STAMPED 9M 1928, 1822,
 TO0073'SET IN THE TOP OF A CONCRETE POST, 6 INCHES SQUARE, AND 10 INCHES
 TO0073'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0533 ***********************************************************************
 NW0533  DESIGNATION -  9 MDC
 NW0533  PID         -  NW0533
 NW0533  STATE/COUNTY-  ID/OWYHEE
 NW0533  USGS QUAD   -  FAIRYLAWN (1973)
 NW0533
 NW0533                         *CURRENT SURVEY CONTROL
 NW0533  ___________________________________________________________________
 NW0533* NAD 83(1986)-  42 36 01.     (N)    116 59 23.     (W)     SCALED    
 NW0533* NAVD 88     -      1554.590  (meters)    5100.35   (feet)  POSTED    
 NW0533  ___________________________________________________________________
 NW0533  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 NW0533  DYNAMIC HT  -        1553.650 (meters)    5097.27  (feet)  COMP
 NW0533  MODELED GRAV-     979,959.6   (mgal)                       NAVD 88
 NW0533
 NW0533  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0533
 NW0533.The horizontal coordinates were scaled from a topographic map and have
 NW0533.an estimated accuracy of +/- 6 seconds.
 NW0533
 NW0533.The orthometric height was determined by differential leveling
 NW0533.and adjusted by the National Geodetic Survey in 1992..
 NW0533.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0533.rate of 0.0 thru 1.0 mm/km.
 NW0533
 NW0533.The geoid height was determined by GEOID03.
 NW0533
 NW0533.The dynamic height is computed by dividing the NAVD 88
 NW0533.geopotential number by the normal gravity value computed on the
 NW0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0533.degrees latitude (g = 980.6199 gals.).
 NW0533
 NW0533.The modeled gravity was interpolated from observed gravity values.
 NW0533
 NW0533;                    North         East    Units  Estimated Accuracy
 NW0533;SPC ID W     -   104,440.      698,270.      MT  (+/- 180 meters Scaled)
 NW0533
 NW0533                          SUPERSEDED SURVEY CONTROL
 NW0533
 NW0533  NGVD 29 (??/??/92) 1553.45   (m)         5096.6    (f) COMPUTED    2 0
 NW0533
 NW0533.Superseded values are not recommended for survey control.
 NW0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0533.See file dsdata.txt to determine how the superseded data were derived.
 NW0533
 NW0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH008164(NAD 83)
 NW0533_MARKER: DD = SURVEY DISK
 NW0533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NW0533_SP_SET: COPPER-CLAD STEEL ROD
 NW0533_STAMPING: 9 MDC 1973 5097
 NW0533_MARK LOGO: USGS  
 NW0533_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0533+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0533
 NW0533  HISTORY     - Date     Condition        Report By
 NW0533  HISTORY     - 1973     MONUMENTED       USGS
 NW0533
 NW0533                          STATION DESCRIPTION
 NW0533
 NW0533'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0533'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0533'SOUTH ALONG A GRAVELED ROAD, THENCE 9.0 MILES SOUTH ALONG A DIRT ROAD
 NW0533'TOWARD GRANDVIEW, IDAHO, AT THE TOP OF A HILL, 105 FEET SOUTH OF POLE
 NW0533'NUMBER T-57, 44 FEET WEST OF THE CENTERLINE OF THE ROAD, 14 FEET WEST
 NW0533'OF THE CENTER OF A LONE JUNIPER TREE, SET ON A 5/8-INCH COPPER COATED
 NW0533'ROD ENCASED IN A 6-INCH BLACK DRAINPIPE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0131 ***********************************************************************
 QA0131  DESIGNATION -  9 RESET
 QA0131  PID         -  QA0131
 QA0131  STATE/COUNTY-  ID/CUSTER
 QA0131  USGS QUAD   -  OBSIDIAN (1963)
 QA0131
 QA0131                         *CURRENT SURVEY CONTROL
 QA0131  ___________________________________________________________________
 QA0131* NAD 83(1986)-  44 03 37.     (N)    114 50 16.     (W)     SCALED    
 QA0131* NAVD 88     -      2050.04   (+/-2cm)    6725.8    (feet)  VERTCON   
 QA0131  ___________________________________________________________________
 QA0131  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 QA0131
 QA0131  VERT ORDER  -  THIRD (See Below)
 QA0131
 QA0131.The horizontal coordinates were scaled from a topographic map and have
 QA0131.an estimated accuracy of +/- 6 seconds.
 QA0131
 QA0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0131.The vertical order pertains to the NGVD 29 superseded value.
 QA0131
 QA0131.The geoid height was determined by GEOID03.
 QA0131
 QA0131;                    North         East    Units  Estimated Accuracy
 QA0131;SPC ID C     -   266,230.      432,880.      MT  (+/- 180 meters Scaled)
 QA0131
 QA0131                          SUPERSEDED SURVEY CONTROL
 QA0131
 QA0131  NGVD 29 (??/??/??) 2048.65   (m)         6721.3    (f) RESET       3  
 QA0131
 QA0131.Superseded values are not recommended for survey control.
 QA0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0131.See file dsdata.txt to determine how the superseded data were derived.
 QA0131
 QA0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ731808(NAD 83)
 QA0131_MARKER: DD = SURVEY DISK
 QA0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0131_STAMPING: 6662.95 1956
 QA0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0131+STABILITY: SURFACE MOTION
 QA0131
 QA0131  HISTORY     - Date     Condition        Report By
 QA0131  HISTORY     - 1956     MONUMENTED       BPR
 QA0131
 QA0131                          STATION DESCRIPTION
 QA0131
 QA0131'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1956
 QA0131'13.2 MI SE FROM STANLEY.
 QA0131'13.2 MILES SOUTHEAST ALONG NEW U. S. HIGHWAY 93 FROM THE VALLEY CREEK
 QA0131'RANGER STATION AT STANLEY, CUSTER COUNTY, 0.7 MILE SOUTHEAST OF THE
 QA0131'ENTRANCE TO THE D. M. WILLIAMS RANCH, 0.6 MILE NORTHWEST OF THE
 QA0131'JUNCTION OF A ROAD LEADING NORTHEAST TO THE AZTEC MINING AND MILLING
 QA0131'CO. AND THE F. W. SHAW RANCH, 0.2 MILE SOUTHEAST OF AN IRRIGATION
 QA0131'DITCH CROSSING UNDER THE HIGHWAY, 0.1 MILE SOUTHWEST OF THE SOUTHWEST
 QA0131'CORNER OF A LOG FENCE AROUND A RANCH, 18 FEET SOUTHEAST OF THE OUTLET
 QA0131'OF A 24-INCH CULVERT, AND DIRECTLY UNDER THE REA POWERLINE, AND SET IN
 QA0131'THE TOP OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0448 ***********************************************************************
 PZ0448  DESIGNATION -  9 Y
 PZ0448  PID         -  PZ0448
 PZ0448  STATE/COUNTY-  ID/CUSTER
 PZ0448  USGS QUAD   -  CHILLY BUTTES (1967)
 PZ0448
 PZ0448                         *CURRENT SURVEY CONTROL
 PZ0448  ___________________________________________________________________
 PZ0448* NAD 83(1986)-  44 03 34.     (N)    113 52 41.     (W)     SCALED    
 PZ0448* NAVD 88     -      1930.765  (meters)    6334.52   (feet)  ADJUSTED  
 PZ0448  ___________________________________________________________________
 PZ0448  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 PZ0448  DYNAMIC HT  -        1929.557 (meters)    6330.55  (feet)  COMP
 PZ0448  MODELED GRAV-     979,924.5   (mgal)                       NAVD 88
 PZ0448
 PZ0448  VERT ORDER  -  FIRST     CLASS II
 PZ0448
 PZ0448.The horizontal coordinates were scaled from a topographic map and have
 PZ0448.an estimated accuracy of +/- 6 seconds.
 PZ0448
 PZ0448.The orthometric height was determined by differential leveling
 PZ0448.and adjusted by the National Geodetic Survey in June 1991..
 PZ0448.WARNING-Repeat measurements at this control monument indicate possible
 PZ0448.vertical movement.
 PZ0448
 PZ0448.The geoid height was determined by GEOID03.
 PZ0448
 PZ0448.The dynamic height is computed by dividing the NAVD 88
 PZ0448.geopotential number by the normal gravity value computed on the
 PZ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0448.degrees latitude (g = 980.6199 gals.).
 PZ0448
 PZ0448.The modeled gravity was interpolated from observed gravity values.
 PZ0448
 PZ0448;                    North         East    Units  Estimated Accuracy
 PZ0448;SPC ID C     -   265,810.      509,770.      MT  (+/- 180 meters Scaled)
 PZ0448
 PZ0448                          SUPERSEDED SURVEY CONTROL
 PZ0448
 PZ0448  NGVD 29 (??/??/92) 1930.119  (m)         6332.40   (f) ADJ UNCH    1 2
 PZ0448
 PZ0448.Superseded values are not recommended for survey control.
 PZ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0448.See file dsdata.txt to determine how the superseded data were derived.
 PZ0448
 PZ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP694825(NAD 83)
 PZ0448_MARKER: DD = SURVEY DISK
 PZ0448_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PZ0448_STAMPING: 9 Y 1931
 PZ0448_MARK LOGO: USGS  
 PZ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0448+STABILITY: SURFACE MOTION
 PZ0448
 PZ0448  HISTORY     - Date     Condition        Report By
 PZ0448  HISTORY     - 1931     MONUMENTED       USGS
 PZ0448  HISTORY     - 1983     GOOD             NGS
 PZ0448  HISTORY     - 1984     GOOD             NGS
 PZ0448  HISTORY     - 1985     GOOD             NGS
 PZ0448
 PZ0448                          STATION DESCRIPTION
 PZ0448
 PZ0448'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 PZ0448'IN CHILLY.
 PZ0448'AT CHILLY, CUSTER COUNTY, 1.3 MILES SOUTH OF THE SCHOOLHOUSE, 150 FEET
 PZ0448'SOUTH OF THE POST OFFICE, AT THE NORTH END OF A STEEL-TRUSS HIGHWAY
 PZ0448'BRIDGE OVER BIG LOST RIVER, AND IN THE TOP OF THE WEST END OF THE
 PZ0448'CONCRETE ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PZ0448'STAMPED 9 Y 1931.
 PZ0448
 PZ0448                          STATION RECOVERY (1983)
 PZ0448
 PZ0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PZ0448'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 PZ0448'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0448'OF MAIN STREET AT MACKAY, THENCE 12.6 KM (7.85 MI) NORTHWEST
 PZ0448'ALONG STATE HIGHWAY 27, IN TOP OF AND 0.3 METER (1 FT) NORTHEAST
 PZ0448'OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF THE STEEL
 PZ0448'BRIDGE OVER THE BIG LOST RIVER, 1.1 KM (0.7 MI) NORTHWEST OF THE
 PZ0448'Y JUNCTION OF BARTLETT POINT ROAD, 0.55 KM (0.35 MI) SOUTHEAST
 PZ0448'OF THE INTERSECTION OF TRAIL CREEK ROAD (OLD STATE HIGHWAY 75),
 PZ0448'3.3 METERS (11 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 PZ0448'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PZ0448
 PZ0448                          STATION RECOVERY (1984)
 PZ0448
 PZ0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0448'RECOVERED IN GOOD CONDITION.
 PZ0448
 PZ0448                          STATION RECOVERY (1985)
 PZ0448
 PZ0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0348 ***********************************************************************
 OZ0348  DESIGNATION -  90 E
 OZ0348  PID         -  OZ0348
 OZ0348  STATE/COUNTY-  ID/ELMORE
 OZ0348  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0348
 OZ0348                         *CURRENT SURVEY CONTROL
 OZ0348  ___________________________________________________________________
 OZ0348* NAD 83(1986)-  43 49 16.     (N)    115 17 40.     (W)     SCALED    
 OZ0348* NAVD 88     -      1398.312  (meters)    4587.63   (feet)  ADJUSTED  
 OZ0348  ___________________________________________________________________
 OZ0348  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 OZ0348  DYNAMIC HT  -        1397.448 (meters)    4584.79  (feet)  COMP
 OZ0348  MODELED GRAV-     979,954.7   (mgal)                       NAVD 88
 OZ0348
 OZ0348  VERT ORDER  -  SECOND    CLASS 0
 OZ0348
 OZ0348.The horizontal coordinates were scaled from a topographic map and have
 OZ0348.an estimated accuracy of +/- 6 seconds.
 OZ0348
 OZ0348.The orthometric height was determined by differential leveling
 OZ0348.and adjusted by the National Geodetic Survey in June 1991..
 OZ0348
 OZ0348.The geoid height was determined by GEOID03.
 OZ0348
 OZ0348.The dynamic height is computed by dividing the NAVD 88
 OZ0348.geopotential number by the normal gravity value computed on the
 OZ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0348.degrees latitude (g = 980.6199 gals.).
 OZ0348
 OZ0348.The modeled gravity was interpolated from observed gravity values.
 OZ0348
 OZ0348;                    North         East    Units  Estimated Accuracy
 OZ0348;SPC ID W     -   239,420.      836,650.      MT  (+/- 180 meters Scaled)
 OZ0348
 OZ0348                          SUPERSEDED SURVEY CONTROL
 OZ0348
 OZ0348  NGVD 29 (??/??/92) 1397.025  (m)         4583.41   (f) ADJ UNCH    2 0
 OZ0348
 OZ0348.Superseded values are not recommended for survey control.
 OZ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0348.See file dsdata.txt to determine how the superseded data were derived.
 OZ0348
 OZ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ371534(NAD 83)
 OZ0348_MARKER: DD = SURVEY DISK
 OZ0348_SETTING: 80 = SET IN A BOULDER
 OZ0348_SP_SET: BOULDER
 OZ0348_STAMPING: 90 E 1936
 OZ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0348+STABILITY: SURFACE MOTION
 OZ0348
 OZ0348  HISTORY     - Date     Condition        Report By
 OZ0348  HISTORY     - 1936     MONUMENTED       USGS
 OZ0348  HISTORY     - 1950     GOOD             NGS
 OZ0348  HISTORY     - 1951     GOOD             NGS
 OZ0348
 OZ0348                          STATION DESCRIPTION
 OZ0348
 OZ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0348'10.9 MI W FROM ATLANTA.
 OZ0348'10.9 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0348'OFFICE AT ATLANTA, 0.4 MILE NORTHWEST OF A WOODEN BRIDGE OVER BLACK
 OZ0348'WARRIOR CREEK, IN THE TOP OF A RIDGE SHAPED BOULDER WHICH PROJECTS 3
 OZ0348'FEET ABOVE THE GROUND, AT THE NORTHEAST END OF A LONG SHARP CURVE, AT
 OZ0348'THE BASE OF THE NORTHWEST SLOPE OF A ROCKY HILL, 36 FEET SOUTHEAST OF
 OZ0348'THE CENTER LINE OF THE ROAD, ABOUT 3 FEET HIGHER THAN THE ROAD AND
 OZ0348'MARKED BY THE WHITE PAINTED LETTERS BM.
 OZ0348
 OZ0348                          STATION RECOVERY (1951)
 OZ0348
 OZ0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0342 ***********************************************************************
 OZ0342  DESIGNATION -  92 E
 OZ0342  PID         -  OZ0342
 OZ0342  STATE/COUNTY-  ID/ELMORE
 OZ0342  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0342
 OZ0342                         *CURRENT SURVEY CONTROL
 OZ0342  ___________________________________________________________________
 OZ0342* NAD 83(1986)-  43 49 08.     (N)    115 21 27.     (W)     SCALED    
 OZ0342* NAVD 88     -      1335.617  (meters)    4381.94   (feet)  ADJUSTED  
 OZ0342  ___________________________________________________________________
 OZ0342  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 OZ0342  DYNAMIC HT  -        1334.921 (meters)    4379.65  (feet)  COMP
 OZ0342  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 OZ0342
 OZ0342  VERT ORDER  -  SECOND    CLASS 0
 OZ0342
 OZ0342.The horizontal coordinates were scaled from a topographic map and have
 OZ0342.an estimated accuracy of +/- 6 seconds.
 OZ0342
 OZ0342.The orthometric height was determined by differential leveling
 OZ0342.and adjusted by the National Geodetic Survey in June 1991..
 OZ0342.WARNING-Repeat measurements at this control monument indicate possible
 OZ0342.vertical movement.
 OZ0342
 OZ0342.The geoid height was determined by GEOID03.
 OZ0342
 OZ0342.The dynamic height is computed by dividing the NAVD 88
 OZ0342.geopotential number by the normal gravity value computed on the
 OZ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0342.degrees latitude (g = 980.6199 gals.).
 OZ0342
 OZ0342.The modeled gravity was interpolated from observed gravity values.
 OZ0342
 OZ0342;                    North         East    Units  Estimated Accuracy
 OZ0342;SPC ID W     -   239,140.      831,570.      MT  (+/- 180 meters Scaled)
 OZ0342
 OZ0342                          SUPERSEDED SURVEY CONTROL
 OZ0342
 OZ0342  NGVD 29 (??/??/92) 1334.480  (m)         4378.21   (f) ADJ UNCH    2 0
 OZ0342
 OZ0342.Superseded values are not recommended for survey control.
 OZ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0342.See file dsdata.txt to determine how the superseded data were derived.
 OZ0342
 OZ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ320530(NAD 83)
 OZ0342_MARKER: DD = SURVEY DISK
 OZ0342_SETTING: 80 = SET IN A BOULDER
 OZ0342_SP_SET: BOULDER
 OZ0342_STAMPING: 92E 1936
 OZ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0342+STABILITY: SURFACE MOTION
 OZ0342
 OZ0342  HISTORY     - Date     Condition        Report By
 OZ0342  HISTORY     - 1936     MONUMENTED       USGS
 OZ0342  HISTORY     - 1951     GOOD             NGS
 OZ0342  HISTORY     - 1955     GOOD             NGS
 OZ0342
 OZ0342                          STATION DESCRIPTION
 OZ0342
 OZ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OZ0342'15.2 MI W FROM ATLANTA.
 OZ0342'15.2 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0342'OFFICE AT ATLANTA, 0.7 MILE NORTHEAST OF THE DUTCH CREEK GUARD
 OZ0342'STATION, ABOUT 87 YARDS EAST OF THE CENTER OF THE JUNCTION OF A ROAD
 OZ0342'LEADING ACROSS A LOG BRIDGE TO THE PHIFER CREEK TRAIL, 42 FEET
 OZ0342'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A FOREST SERVICE ROAD
 OZ0342'LEADING NORTH TO DEER PARK GUARD STATION, NEAR THE SOUTHEAST CORNER OF
 OZ0342'THE JUNCTION, IN THE TOP OF AND NEAR THE NORTHWEST END OF A LARGE
 OZ0342'SURFACE BOULDER, 12 FEET NORTH OF AN 11-INCH WHITE PINE TREE, ON TOP
 OZ0342'OF THE NORTHEAST BANK OF THE MIDDLE FORK BOISE RIVER, ABOUT 1 FOOT
 OZ0342'HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 OZ0342
 OZ0342                          STATION RECOVERY (1955)
 OZ0342
 OZ0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OZ0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0387 ***********************************************************************
 OZ0387  DESIGNATION -  93 E
 OZ0387  PID         -  OZ0387
 OZ0387  STATE/COUNTY-  ID/ELMORE
 OZ0387  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0387
 OZ0387                         *CURRENT SURVEY CONTROL
 OZ0387  ___________________________________________________________________
 OZ0387* NAD 83(1986)-  43 50 46.     (N)    115 21 58.     (W)     SCALED    
 OZ0387* NAVD 88     -      1461.072  (meters)    4793.53   (feet)  ADJUSTED  
 OZ0387  ___________________________________________________________________
 OZ0387  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 OZ0387  DYNAMIC HT  -        1460.264 (meters)    4790.88  (feet)  COMP
 OZ0387  MODELED GRAV-     980,015.3   (mgal)                       NAVD 88
 OZ0387
 OZ0387  VERT ORDER  -  SECOND    CLASS 0
 OZ0387
 OZ0387.The horizontal coordinates were scaled from a topographic map and have
 OZ0387.an estimated accuracy of +/- 6 seconds.
 OZ0387
 OZ0387.The orthometric height was determined by differential leveling
 OZ0387.and adjusted by the National Geodetic Survey in June 1991..
 OZ0387
 OZ0387.The geoid height was determined by GEOID03.
 OZ0387
 OZ0387.The dynamic height is computed by dividing the NAVD 88
 OZ0387.geopotential number by the normal gravity value computed on the
 OZ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0387.degrees latitude (g = 980.6199 gals.).
 OZ0387
 OZ0387.The modeled gravity was interpolated from observed gravity values.
 OZ0387
 OZ0387;                    North         East    Units  Estimated Accuracy
 OZ0387;SPC ID W     -   242,170.      830,870.      MT  (+/- 180 meters Scaled)
 OZ0387
 OZ0387                          SUPERSEDED SURVEY CONTROL
 OZ0387
 OZ0387  NGVD 29 (??/??/92) 1459.876  (m)         4789.61   (f) ADJ UNCH    2 0
 OZ0387
 OZ0387.Superseded values are not recommended for survey control.
 OZ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0387.See file dsdata.txt to determine how the superseded data were derived.
 OZ0387
 OZ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ313560(NAD 83)
 OZ0387_MARKER: DD = SURVEY DISK
 OZ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0387_STAMPING: 93 E 1936
 OZ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0387+STABILITY: SURFACE MOTION
 OZ0387
 OZ0387  HISTORY     - Date     Condition        Report By
 OZ0387  HISTORY     - 1936     MONUMENTED       USGS
 OZ0387  HISTORY     - 1950     GOOD             NGS
 OZ0387
 OZ0387                          STATION DESCRIPTION
 OZ0387
 OZ0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0387'6.1 MI S FROM DEER PARK GUARD STATION.
 OZ0387'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0387'THENCE 5.7 MILES SOUTH ALONG A GRADED FOREST SERVICE ROAD, ON A SMALL
 OZ0387'FLAT BENCH, 90 FEET EAST OF THE EAST CORNER OF A 6- BY 6-FOOT CONCRETE
 OZ0387'BOX CULVERT OVER SWANHOLM CREEK, 59 1/2 FEET SOUTHWEST OF THE CENTER
 OZ0387'LINE OF THE ROAD, 27 FEET NORTHEAST OF A TRIANGULAR-BLAZED 24-INCH FIR
 OZ0387'TREE, 2.0 FEET SOUTHWEST OF A WITNESS POST ABOUT LEVEL WITH THE ROAD,
 OZ0387'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 OZ0387'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0381 ***********************************************************************
 RZ0381  DESIGNATION -  935
 RZ0381  PID         -  RZ0381
 RZ0381  STATE/COUNTY-  ID/NEZ PERCE
 RZ0381  USGS QUAD   -  SOUTHWICK (1990)
 RZ0381
 RZ0381                         *CURRENT SURVEY CONTROL
 RZ0381  ___________________________________________________________________
 RZ0381* NAD 83(1986)-  46 30 04.     (N)    116 29 34.     (W)     SCALED    
 RZ0381* NAVD 88     -       285.149  (meters)     935.53   (feet)  ADJUSTED  
 RZ0381  ___________________________________________________________________
 RZ0381  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 RZ0381  DYNAMIC HT  -         285.145 (meters)     935.51  (feet)  COMP
 RZ0381  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 RZ0381
 RZ0381  VERT ORDER  -  FIRST     CLASS II
 RZ0381
 RZ0381.The horizontal coordinates were scaled from a topographic map and have
 RZ0381.an estimated accuracy of +/- 6 seconds.
 RZ0381
 RZ0381.The orthometric height was determined by differential leveling
 RZ0381.and adjusted by the National Geodetic Survey in June 1991..
 RZ0381
 RZ0381.The geoid height was determined by GEOID03.
 RZ0381
 RZ0381.The dynamic height is computed by dividing the NAVD 88
 RZ0381.geopotential number by the normal gravity value computed on the
 RZ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0381.degrees latitude (g = 980.6199 gals.).
 RZ0381
 RZ0381.The modeled gravity was interpolated from observed gravity values.
 RZ0381
 RZ0381;                    North         East    Units  Estimated Accuracy
 RZ0381;SPC ID W     -   537,410.      742,990.      MT  (+/- 180 meters Scaled)
 RZ0381
 RZ0381                          SUPERSEDED SURVEY CONTROL
 RZ0381
 RZ0381  NGVD 29 (??/??/92)  284.141  (m)          932.22   (f) ADJ UNCH    1 2
 RZ0381
 RZ0381.Superseded values are not recommended for survey control.
 RZ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0381.See file dsdata.txt to determine how the superseded data were derived.
 RZ0381
 RZ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM389498(NAD 83)
 RZ0381_MARKER: DD = SURVEY DISK
 RZ0381_SETTING: 80 = SET IN A BOULDER
 RZ0381_STAMPING: 935 B 12 1911
 RZ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0381+STABILITY: SURFACE MOTION
 RZ0381
 RZ0381  HISTORY     - Date     Condition        Report By
 RZ0381  HISTORY     - 1911     MONUMENTED       USGS
 RZ0381  HISTORY     - 1959     GOOD             NGS
 RZ0381
 RZ0381                          STATION DESCRIPTION
 RZ0381
 RZ0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0381'3.0 MI E FROM LENORE.
 RZ0381'ABOUT 3.0 MILES EAST ALONG THE NORTHERN PACIFIC (CAMAS PRAIRIE
 RZ0381'RAILROAD) FROM THE STATION AT LENORE, ABOUT 25 FEET HIGHER THAN THE
 RZ0381'CLEARWATER RIVER, 27 FEET SOUTH OF THE CENTERLINE OF THE RAILROAD
 RZ0381'TRACK, ABOUT 24 FEET NORTHWEST OF A 24 INCH PINE TREE, ABOUT 3 FEET
 RZ0381'LOWER THAN THE RAILROAD TRACK.  A U.S. GEOLOGICAL SURVEY ALUMINUM DISK
 RZ0381'STAMPED 935 B 12 1911 SET IN A DRILL HOLE, ON THE TOP OF A FOUR FOOT
 RZ0381'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB5027 ***********************************************************************
 AB5027  DESIGNATION -  93697 RESET
 AB5027  PID         -  AB5027
 AB5027  STATE/COUNTY-  ID/LINCOLN
 AB5027  USGS QUAD   -  SHOSHONE (1992)
 AB5027
 AB5027                         *CURRENT SURVEY CONTROL
 AB5027  ___________________________________________________________________
 AB5027* NAD 83(1986)-  42 52 49.     (N)    114 25 47.     (W)     SCALED    
 AB5027* NAVD 88     -      1244.21   (meters)    4082.0    (feet)  RESET     
 AB5027  ___________________________________________________________________
 AB5027  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 AB5027
 AB5027  VERT ORDER  -  THIRD
 AB5027
 AB5027.The horizontal coordinates were scaled from a topographic map and have
 AB5027.an estimated accuracy of +/- 6 seconds.
 AB5027
 AB5027.The orthometric height was computed from unverified reset data.
 AB5027
 AB5027.The geoid height was determined by GEOID03.
 AB5027
 AB5027;                    North         East    Units  Estimated Accuracy
 AB5027;SPC ID C     -   134,890.      464,890.      MT  (+/- 180 meters Scaled)
 AB5027
 AB5027                          SUPERSEDED SURVEY CONTROL
 AB5027
 AB5027.No superseded survey control is available for this station.
 AB5027
 AB5027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH099507(NAD 83)
 AB5027_MARKER: DV = VERTICAL CONTROL DISK
 AB5027_SETTING: 66 = SET IN ROCK OUTCROP
 AB5027_STAMPING: 93697 IDDT RESET 1996
 AB5027_MARK LOGO: NGS   
 AB5027_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB5027+STABILITY: POSITION/ELEVATION WELL
 AB5027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5027+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB5027
 AB5027  HISTORY     - Date     Condition        Report By
 AB5027  HISTORY     - 1996     MONUMENTED       NGS
 AB5027
 AB5027                          STATION DESCRIPTION
 AB5027
 AB5027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (BEK)
 AB5027'REACHED FROM THE JUNCTION OF U.S.  HIGHWAYS 26 AND 93 IN SHOSHONE.  GO
 AB5027'SOUTH ON U.S.  HIGHWAY 93 FOR 6.5 KM (4.05 MI) TO THE MARK ON THE EAST
 AB5027'SIDE OF THE RIGHT-OF-WAY FENCE.  OWNERSHIP--U.S.  GOVERNMENT. MARK IS
 AB5027'A STANDARD VERTICAL CONTROL DISK CEMENTED INTO A DRILL HOLE IN
 AB5027'OUTCROP.  LOCATED 48.7 M (159.8 FT) EAST PF THE PROPOSED NEW HIGHWAY
 AB5027'CENTERLINE, 18.4 M (60.4 FT) EAST OF THE RIGHT-OF-WAY FENCE, 34.4 M
 AB5027'(112.9 FT) SOUTHEAST OF OLD MARK 93697 IDDT AND 1.3 M (4.3 FT) WEST OF
 AB5027'A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0832 ***********************************************************************
 NV0832  DESIGNATION -  93705
 NV0832  PID         -  NV0832
 NV0832  STATE/COUNTY-  ID/LINCOLN
 NV0832  USGS QUAD   -  SHOSHONE (1992)
 NV0832
 NV0832                         *CURRENT SURVEY CONTROL
 NV0832  ___________________________________________________________________
 NV0832* NAD 83(1986)-  42 53 30.     (N)    114 25 40.     (W)     SCALED    
 NV0832* NAVD 88     -      1248.144  (meters)    4094.95   (feet)  ADJUSTED  
 NV0832  ___________________________________________________________________
 NV0832  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 NV0832  DYNAMIC HT  -        1247.498 (meters)    4092.83  (feet)  COMP
 NV0832  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 NV0832
 NV0832  VERT ORDER  -  FIRST     CLASS II
 NV0832
 NV0832.The horizontal coordinates were scaled from a topographic map and have
 NV0832.an estimated accuracy of +/- 6 seconds.
 NV0832
 NV0832.The orthometric height was determined by differential leveling
 NV0832.and adjusted by the National Geodetic Survey in June 1991..
 NV0832
 NV0832.The geoid height was determined by GEOID03.
 NV0832
 NV0832.The dynamic height is computed by dividing the NAVD 88
 NV0832.geopotential number by the normal gravity value computed on the
 NV0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0832.degrees latitude (g = 980.6199 gals.).
 NV0832
 NV0832.The modeled gravity was interpolated from observed gravity values.
 NV0832
 NV0832;                    North         East    Units  Estimated Accuracy
 NV0832;SPC ID C     -   136,150.      465,060.      MT  (+/- 180 meters Scaled)
 NV0832
 NV0832                          SUPERSEDED SURVEY CONTROL
 NV0832
 NV0832.No superseded survey control is available for this station.
 NV0832
 NV0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH100519(NAD 83)
 NV0832_MARKER: DD = SURVEY DISK
 NV0832_SETTING: 66 = SET IN ROCK OUTCROP
 NV0832_SP_SET: ROCK OUTCROP
 NV0832_STAMPING: 93705 ELV 4092.075
 NV0832_MARK LOGO: IDDT  
 NV0832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0832+STABILITY: POSITION/ELEVATION WELL
 NV0832
 NV0832  HISTORY     - Date     Condition        Report By
 NV0832  HISTORY     - UNK      MONUMENTED       IDDT
 NV0832  HISTORY     - 1983     GOOD             NGS
 NV0832
 NV0832                          STATION DESCRIPTION
 NV0832
 NV0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0832'5.2 KM (3.2 MI) SOUTH FROM SHOSHONE.
 NV0832'5.2 KM (3.25 MI) SOUTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF U.S.
 NV0832'HIGHWAY 26 AT SHOSHONE, IN TOP OF AND 3.0 METERS (10 FT) EAST OF THE
 NV0832'WEST END OF A 15 BY 50 FOOT VOLCANIC ROCK OUTCROP PROJECTING 1 FOOT
 NV0832'ABOVE THE SURFACE OF THE GROUND, 0.6 KM (0.4 MI) NORTH OF MILEPOST 70,
 NV0832'0.15 KM (0.1 MI) NORTH OF THE Y JUNCTION OF A DIRT ROAD LEADING
 NV0832'SOUTHEAST TO THE TOP OF NOTCH BUTTE, 46.9 METERS (154 FT) NORTHWEST OF
 NV0832'THE HIGHWAY CENTERLINE, 33.5 METERS (110 FT) WEST OF THE NORTHWEST
 NV0832'POLE OF A DOUBLE POWER LINE POLE STRUCTURE, 18.6 METERS (61 FT)
 NV0832'SOUTHWEST OF THE CENTER OF THE TRACK ROAD AND 2.1 METERS (7 FT) SOUTH
 NV0832'OF THE NORTH EDGE OF THE OUTCROP.
 NV0832'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 NV0832'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0831 ***********************************************************************
 NV0831  DESIGNATION -  93714
 NV0831  PID         -  NV0831
 NV0831  STATE/COUNTY-  ID/LINCOLN
 NV0831  USGS QUAD   -  SHOSHONE (1992)
 NV0831
 NV0831                         *CURRENT SURVEY CONTROL
 NV0831  ___________________________________________________________________
 NV0831* NAD 83(1986)-  42 54 13.     (N)    114 25 15.     (W)     SCALED    
 NV0831* NAVD 88     -      1236.219  (meters)    4055.83   (feet)  ADJUSTED  
 NV0831  ___________________________________________________________________
 NV0831  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 NV0831  DYNAMIC HT  -        1235.584 (meters)    4053.75  (feet)  COMP
 NV0831  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 NV0831
 NV0831  VERT ORDER  -  FIRST     CLASS II
 NV0831
 NV0831.The horizontal coordinates were scaled from a topographic map and have
 NV0831.an estimated accuracy of +/- 6 seconds.
 NV0831
 NV0831.The orthometric height was determined by differential leveling
 NV0831.and adjusted by the National Geodetic Survey in June 1991..
 NV0831
 NV0831.The geoid height was determined by GEOID03.
 NV0831
 NV0831.The dynamic height is computed by dividing the NAVD 88
 NV0831.geopotential number by the normal gravity value computed on the
 NV0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0831.degrees latitude (g = 980.6199 gals.).
 NV0831
 NV0831.The modeled gravity was interpolated from observed gravity values.
 NV0831
 NV0831;                    North         East    Units  Estimated Accuracy
 NV0831;SPC ID C     -   137,480.      465,630.      MT  (+/- 180 meters Scaled)
 NV0831
 NV0831                          SUPERSEDED SURVEY CONTROL
 NV0831
 NV0831.No superseded survey control is available for this station.
 NV0831
 NV0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH105533(NAD 83)
 NV0831_MARKER: DD = SURVEY DISK
 NV0831_SETTING: 66 = SET IN ROCK OUTCROP
 NV0831_SP_SET: ROCK OUTCROP
 NV0831_STAMPING: 93714 ELV 4052.977
 NV0831_MARK LOGO: IDDT  
 NV0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0831+STABILITY: POSITION/ELEVATION WELL
 NV0831
 NV0831  HISTORY     - Date     Condition        Report By
 NV0831  HISTORY     - UNK      MONUMENTED       IDDT
 NV0831  HISTORY     - 1983     GOOD             NGS
 NV0831
 NV0831                          STATION DESCRIPTION
 NV0831
 NV0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0831'3.7 KM (2.3 MI) SOUTH FROM SHOSHONE.
 NV0831'3.75 KM (2.35 MI) SOUTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0831'U.S. HIGHWAY 26 AT SHOSHONE, IN TOP OF AND 3.0 METERS (10 FT)
 NV0831'SOUTHWEST OF THE NORTHEAST EDGE OF A LONG NARROW RIDGE OF VOLCANIC
 NV0831'ROCK OUTCROP PROJECTING 2 FEET ABOVE THE SURFACE OF THE GROUND,
 NV0831'0.45 KM (0.3 MI) NORTHEAST OF MILEPOST 71, 65.5 METERS (215 FT)
 NV0831'NORTHWEST OF THE HIGHWAY CENTERLINE AND 50.9 METERS (167 FT) WEST OF
 NV0831'POWER POLE 391.
 NV0831'THE MARK IS 2.4 METERS  N FROM A WITNESS POST.
 NV0831'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0390 ***********************************************************************
 OZ0390  DESIGNATION -  94 E
 OZ0390  PID         -  OZ0390
 OZ0390  STATE/COUNTY-  ID/ELMORE
 OZ0390  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0390
 OZ0390                         *CURRENT SURVEY CONTROL
 OZ0390  ___________________________________________________________________
 OZ0390* NAD 83(1986)-  43 51 37.     (N)    115 22 13.     (W)     SCALED    
 OZ0390* NAVD 88     -      1554.058  (meters)    5098.61   (feet)  ADJUSTED  
 OZ0390  ___________________________________________________________________
 OZ0390  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 OZ0390  DYNAMIC HT  -        1553.174 (meters)    5095.70  (feet)  COMP
 OZ0390  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 OZ0390
 OZ0390  VERT ORDER  -  SECOND    CLASS 0
 OZ0390
 OZ0390.The horizontal coordinates were scaled from a topographic map and have
 OZ0390.an estimated accuracy of +/- 6 seconds.
 OZ0390
 OZ0390.The orthometric height was determined by differential leveling
 OZ0390.and adjusted by the National Geodetic Survey in June 1991..
 OZ0390
 OZ0390.The geoid height was determined by GEOID03.
 OZ0390
 OZ0390.The dynamic height is computed by dividing the NAVD 88
 OZ0390.geopotential number by the normal gravity value computed on the
 OZ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0390.degrees latitude (g = 980.6199 gals.).
 OZ0390
 OZ0390.The modeled gravity was interpolated from observed gravity values.
 OZ0390
 OZ0390;                    North         East    Units  Estimated Accuracy
 OZ0390;SPC ID W     -   243,740.      830,530.      MT  (+/- 180 meters Scaled)
 OZ0390
 OZ0390                          SUPERSEDED SURVEY CONTROL
 OZ0390
 OZ0390  NGVD 29 (??/??/92) 1552.840  (m)         5094.61   (f) ADJ UNCH    2 0
 OZ0390
 OZ0390.Superseded values are not recommended for survey control.
 OZ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0390.See file dsdata.txt to determine how the superseded data were derived.
 OZ0390
 OZ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ309576(NAD 83)
 OZ0390_MARKER: DD = SURVEY DISK
 OZ0390_SETTING: 80 = SET IN A BOULDER
 OZ0390_SP_SET: BOULDER
 OZ0390_STAMPING: 94 E 1936
 OZ0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0390+STABILITY: SURFACE MOTION
 OZ0390
 OZ0390  HISTORY     - Date     Condition        Report By
 OZ0390  HISTORY     - 1936     MONUMENTED       USGS
 OZ0390  HISTORY     - 1950     GOOD             NGS
 OZ0390
 OZ0390                          STATION DESCRIPTION
 OZ0390
 OZ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0390'5.1 MI S FROM DEER PARK GUARD STATION.
 OZ0390'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0390'THENCE 4.7 MILES SOUTH ALONG A GRADED FOREST SERVICE ROAD, ON THE
 OZ0390'INSIDE OF A LONG CURVE ABOUT 210 YARDS NORTH OF A WOODEN BRIDGE OVER
 OZ0390'SWANHOLM CREEK, IN THE TOP OF A BOULDER PROJECTING 1 FOOT ABOVE THE
 OZ0390'GROUND, ABOUT 75 YARDS SOUTH OF A WOODEN BRIDGE OVER SWANHOLM CREEK,
 OZ0390'60.2 FEET NORTHWEST OF THE CENTER OF THE WEST END OF AN 18-INCH
 OZ0390'CORRUGATED METAL PIPE CULVERT, 42 1/2 FEET WEST OF THE CENTER LINE OF
 OZ0390'THE ROAD, 37 FEET SOUTHWEST OF A TRIANGULAR-BLAZED 12-INCH FIR TREE,
 OZ0390'28 FEET NORTH OF THE APPROXIMATE CENTER OF A SMALL STREAM, ABOUT 6
 OZ0390'FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0394 ***********************************************************************
 OZ0394  DESIGNATION -  95 E
 OZ0394  PID         -  OZ0394
 OZ0394  STATE/COUNTY-  ID/ELMORE
 OZ0394  USGS QUAD   -  BEAR RIVER (1972)
 OZ0394
 OZ0394                         *CURRENT SURVEY CONTROL
 OZ0394  ___________________________________________________________________
 OZ0394* NAD 83(1986)-  43 52 43.     (N)    115 23 05.     (W)     SCALED    
 OZ0394* NAVD 88     -      1714.107  (meters)    5623.70   (feet)  ADJUSTED  
 OZ0394  ___________________________________________________________________
 OZ0394  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 OZ0394  DYNAMIC HT  -        1713.148 (meters)    5620.55  (feet)  COMP
 OZ0394  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 OZ0394
 OZ0394  VERT ORDER  -  SECOND    CLASS 0
 OZ0394
 OZ0394.The horizontal coordinates were scaled from a topographic map and have
 OZ0394.an estimated accuracy of +/- 6 seconds.
 OZ0394
 OZ0394.The orthometric height was determined by differential leveling
 OZ0394.and adjusted by the National Geodetic Survey in June 1991..
 OZ0394
 OZ0394.The geoid height was determined by GEOID03.
 OZ0394
 OZ0394.The dynamic height is computed by dividing the NAVD 88
 OZ0394.geopotential number by the normal gravity value computed on the
 OZ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0394.degrees latitude (g = 980.6199 gals.).
 OZ0394
 OZ0394.The modeled gravity was interpolated from observed gravity values.
 OZ0394
 OZ0394;                    North         East    Units  Estimated Accuracy
 OZ0394;SPC ID W     -   245,770.      829,360.      MT  (+/- 180 meters Scaled)
 OZ0394
 OZ0394                          SUPERSEDED SURVEY CONTROL
 OZ0394
 OZ0394  NGVD 29 (??/??/92) 1712.914  (m)         5619.79   (f) ADJ UNCH    2 0
 OZ0394
 OZ0394.Superseded values are not recommended for survey control.
 OZ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0394.See file dsdata.txt to determine how the superseded data were derived.
 OZ0394
 OZ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ297596(NAD 83)
 OZ0394_MARKER: DD = SURVEY DISK
 OZ0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0394_STAMPING: 95 E 1936
 OZ0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0394+STABILITY: SURFACE MOTION
 OZ0394
 OZ0394  HISTORY     - Date     Condition        Report By
 OZ0394  HISTORY     - 1936     MONUMENTED       USGS
 OZ0394  HISTORY     - 1950     GOOD             NGS
 OZ0394
 OZ0394                          STATION DESCRIPTION
 OZ0394
 OZ0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0394'3.5 MI S FROM DEER PARK GUARD STATION.
 OZ0394'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0394'THENCE 3.1  MILES SOUTH ALONG A GRADED FOREST SERVICE ROAD, AT
 OZ0394'SWANHOLM SUMMIT, AT THE APPROXIMATE CENTER OF A DEEP CUT BANK, 33 FEET
 OZ0394'SOUTH OF THE CENTER LINE OF THE ROAD, 8 FEET WEST OF A 16-INCH FIR
 OZ0394'TREE MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS US 562016 PBM, 7
 OZ0394'1/2 FEET SOUTH OF THE TOP OF THE CUT BANK, 3.0 FEET SOUTH OF A WITNESS
 OZ0394'POST, ABOUT 13 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 OZ0394'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0151 ***********************************************************************
 RZ0151  DESIGNATION -  959.0
 RZ0151  PID         -  RZ0151
 RZ0151  STATE/COUNTY-  ID/CLEARWATER
 RZ0151  USGS QUAD   -  PECK (1967)
 RZ0151
 RZ0151                         *CURRENT SURVEY CONTROL
 RZ0151  ___________________________________________________________________
 RZ0151* NAD 83(1986)-  46 29 55.     (N)    116 25 31.     (W)     SCALED    
 RZ0151* NAVD 88     -       292.530  (meters)     959.74   (feet)  ADJUSTED  
 RZ0151  ___________________________________________________________________
 RZ0151  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 RZ0151  DYNAMIC HT  -         292.524 (meters)     959.72  (feet)  COMP
 RZ0151  MODELED GRAV-     980,585.3   (mgal)                       NAVD 88
 RZ0151
 RZ0151  VERT ORDER  -  FIRST     CLASS II
 RZ0151
 RZ0151.The horizontal coordinates were scaled from a topographic map and have
 RZ0151.an estimated accuracy of +/- 6 seconds.
 RZ0151
 RZ0151.The orthometric height was determined by differential leveling
 RZ0151.and adjusted by the National Geodetic Survey in June 1991..
 RZ0151
 RZ0151.The geoid height was determined by GEOID03.
 RZ0151
 RZ0151.The dynamic height is computed by dividing the NAVD 88
 RZ0151.geopotential number by the normal gravity value computed on the
 RZ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0151.degrees latitude (g = 980.6199 gals.).
 RZ0151
 RZ0151.The modeled gravity was interpolated from observed gravity values.
 RZ0151
 RZ0151;                    North         East    Units  Estimated Accuracy
 RZ0151;SPC ID W     -   537,080.      748,170.      MT  (+/- 180 meters Scaled)
 RZ0151
 RZ0151                          SUPERSEDED SURVEY CONTROL
 RZ0151
 RZ0151  NGVD 29 (??/??/92)  291.518  (m)          956.42   (f) ADJ UNCH    1 2
 RZ0151
 RZ0151.Superseded values are not recommended for survey control.
 RZ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0151.See file dsdata.txt to determine how the superseded data were derived.
 RZ0151
 RZ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM441496(NAD 83)
 RZ0151_MARKER: DD = SURVEY DISK
 RZ0151_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0151_SP_SET: ROCK OUTCROP
 RZ0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0151+STABILITY: POSITION/ELEVATION WELL
 RZ0151
 RZ0151  HISTORY     - Date     Condition        Report By
 RZ0151  HISTORY     - UNK      MONUMENTED       USGS
 RZ0151  HISTORY     - 1959     GOOD             NGS
 RZ0151
 RZ0151                          STATION DESCRIPTION
 RZ0151
 RZ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0151'IN PECK.
 RZ0151'AT PECK, ABOUT 400 FEET NORTHWEST OF THE FOUNDATION RUINS OF THE
 RZ0151'FORMER NORTHERN PACIFIC (CAMAS PRAIRIE RAILROAD) STATION, ABOUT 400
 RZ0151'FEET NORTHWEST OF THE SWITCH AT THE EAST END OF THE RAILROAD SIDING,
 RZ0151'55 FEET NORTH OF THE CENTERLINE OF THE RAILROAD SIDING, 9 FEET NORTH
 RZ0151'OF A DIRT ROAD, ABOUT 2 FEET HIGHER THAN THE DIRT ROAD.  A U.S.
 RZ0151'GEOLOGICAL SURVEY DISK (UNSTAMPED) SET ON A SLANT, IN A DRILL HOLE, AT
 RZ0151'THE SOUTH END OF A ROCK OUTCROP.  (THE ORIGINAL DESCRIPTION STATES
 RZ0151'THAT THE LETTERING U.S.P.B.M. 959.0 WAS PAINTED ON THE ROCK OUTCROP.
 RZ0151'THIS LETTERING IS NO LONGER VISIBLE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0396 ***********************************************************************
 OZ0396  DESIGNATION -  96 E
 OZ0396  PID         -  OZ0396
 OZ0396  STATE/COUNTY-  ID/ELMORE
 OZ0396  USGS QUAD   -  BEAR RIVER (1972)
 OZ0396
 OZ0396                         *CURRENT SURVEY CONTROL
 OZ0396  ___________________________________________________________________
 OZ0396* NAD 83(1986)-  43 54 01.     (N)    115 23 14.     (W)     SCALED    
 OZ0396* NAVD 88     -      1548.801  (meters)    5081.36   (feet)  ADJUSTED  
 OZ0396  ___________________________________________________________________
 OZ0396  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 OZ0396  DYNAMIC HT  -        1547.917 (meters)    5078.46  (feet)  COMP
 OZ0396  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 OZ0396
 OZ0396  VERT ORDER  -  SECOND    CLASS 0
 OZ0396
 OZ0396.The horizontal coordinates were scaled from a topographic map and have
 OZ0396.an estimated accuracy of +/- 6 seconds.
 OZ0396
 OZ0396.The orthometric height was determined by differential leveling
 OZ0396.and adjusted by the National Geodetic Survey in June 1991..
 OZ0396
 OZ0396.The geoid height was determined by GEOID03.
 OZ0396
 OZ0396.The dynamic height is computed by dividing the NAVD 88
 OZ0396.geopotential number by the normal gravity value computed on the
 OZ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0396.degrees latitude (g = 980.6199 gals.).
 OZ0396
 OZ0396.The modeled gravity was interpolated from observed gravity values.
 OZ0396
 OZ0396;                    North         East    Units  Estimated Accuracy
 OZ0396;SPC ID W     -   248,180.      829,140.      MT  (+/- 180 meters Scaled)
 OZ0396
 OZ0396                          SUPERSEDED SURVEY CONTROL
 OZ0396
 OZ0396  NGVD 29 (??/??/92) 1547.575  (m)         5077.34   (f) ADJ UNCH    2 0
 OZ0396
 OZ0396.Superseded values are not recommended for survey control.
 OZ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0396.See file dsdata.txt to determine how the superseded data were derived.
 OZ0396
 OZ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ295620(NAD 83)
 OZ0396_MARKER: DD = SURVEY DISK
 OZ0396_SETTING: 80 = SET IN A BOULDER
 OZ0396_SP_SET: BOULDER
 OZ0396_STAMPING: 96 E 1936
 OZ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0396+STABILITY: SURFACE MOTION
 OZ0396
 OZ0396  HISTORY     - Date     Condition        Report By
 OZ0396  HISTORY     - 1936     MONUMENTED       USGS
 OZ0396  HISTORY     - 1950     GOOD             NGS
 OZ0396
 OZ0396                          STATION DESCRIPTION
 OZ0396
 OZ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0396'1.8 MI S FROM DEER PARK GUARD STATION.
 OZ0396'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0396'THENCE 1.4 MILES SOUTH ALONG A GRADED FOREST SERVICE ROAD, 0.4 MILE
 OZ0396'NORTH OF THE JUNCTION OF HORSE HEAVEN CREEK TRAIL, ON THE NORTH SIDE
 OZ0396'OF A BOULDER PROJECTING 2 1/2 FEET ABOVE THE GROUND, 69 1/2 FEET
 OZ0396'SOUTHWEST OF AND ACROSS THE ROAD FROM A 28-INCH TRIANGULAR-BLAZED PINE
 OZ0396'TREE, 41 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT
 OZ0396'HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0671 ***********************************************************************
 OX0671  DESIGNATION -  9652 VA
 OX0671  PID         -  OX0671
 OX0671  STATE/COUNTY-  ID/BONNEVILLE
 OX0671  USGS QUAD   -  MOUNT BAIRD (1966)
 OX0671
 OX0671                         *CURRENT SURVEY CONTROL
 OX0671  ___________________________________________________________________
 OX0671* NAD 83(1992)-  43 17 40.11794(N)    111 02 28.01515(W)     ADJUSTED  
 OX0671* NAVD 88     -      2945.6    (meters)    9664.     (feet)  VERTCON   
 OX0671  ___________________________________________________________________
 OX0671  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 OX0671  GEOID HEIGHT-         -10.16  (meters)                     GEOID03
 OX0671
 OX0671  HORZ ORDER  -  THIRD
 OX0671
 OX0671.The horizontal coordinates were established by classical geodetic methods
 OX0671.and adjusted by the National Geodetic Survey in July 1992..
 OX0671
 OX0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0671
 OX0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0671
 OX0671.The geoid height was determined by GEOID03.
 OX0671
 OX0671;                    North         East     Units Scale Factor Converg.
 OX0671;SPC ID E     -   181,427.196   291,334.590   MT  1.00004995   +0 46 18.8
 OX0671;UTM  12      - 4,793,517.654   496,664.807   MT  0.99960014   -0 01 41.5
 OX0671
 OX0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0671!SPC ID E     -   0.99953988  x   1.00004995  =   0.99958981
 OX0671!UTM  12      -   0.99953988  x   0.99960014  =   0.99914021
 OX0671
 OX0671:                Primary Azimuth Mark                     Grid Az
 OX0671:SPC ID E     -  OBS ET                                   113 29 12.2
 OX0671:UTM  12      -  OBS ET                                   114 17 12.5
 OX0671
 OX0671|---------------------------------------------------------------------|
 OX0671| PID    Reference Object                     Distance      Geod. Az  |
 OX0671|                                                           dddmmss.s |
 OX0671| OX0813 OBS ET                              APPROX. 7.1 KM 1141531.0 |
 OX0671|---------------------------------------------------------------------|
 OX0671
 OX0671                          SUPERSEDED SURVEY CONTROL
 OX0671
 OX0671  NAD 83(1986)-  43 17 40.10899(N)    111 02 28.00571(W) AD(       ) 3
 OX0671  NAD 27      -  43 17 40.38089(N)    111 02 25.25495(W) AD(       ) 3
 OX0671  NGVD 29 (07/19/86) 2944.2    (m)         9659.     (f) VERT ANG       
 OX0671
 OX0671.Superseded values are not recommended for survey control.
 OX0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0671.See file dsdata.txt to determine how the superseded data were derived.
 OX0671
 OX0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9666593518(NAD 83)
 OX0671_MARKER: DB = BENCH MARK DISK
 OX0671_SETTING: 66 = SET IN ROCK OUTCROP
 OX0671_SP_SET: SET IN ROCK OUTCROP
 OX0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0671+STABILITY: POSITION/ELEVATION WELL
 OX0671
 OX0671  HISTORY     - Date     Condition        Report By
 OX0671  HISTORY     - 1966     MONUMENTED       USGS
 OX0671
 OX0671                          STATION DESCRIPTION
 OX0671
 OX0671'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0671'LOCATED ABOUT 10 MI. SE. OF PALISADES, IDAHO, ABOUT 8.5 MI. SE. OF
 OX0671'THE PALISADES DAM, ABOUT 7 MI. N. OF ALPINE, WYOMING, ON TOP OF A
 OX0671'SHARP PEAK BETWEEN BLOWOUT CANYON AND N. FORK OF INDIAN CREEK.
 OX0671'
 OX0671'REACHED BY HELICOPTER.
 OX0671'
 OX0671'STATION MARK--VA BENCH MARK TABLET STAMPED ---9652--- SET IN ROCK
 OX0671'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0402 ***********************************************************************
 OZ0402  DESIGNATION -  97 E
 OZ0402  PID         -  OZ0402
 OZ0402  STATE/COUNTY-  ID/BOISE
 OZ0402  USGS QUAD   -  BEAR RIVER (1972)
 OZ0402
 OZ0402                         *CURRENT SURVEY CONTROL
 OZ0402  ___________________________________________________________________
 OZ0402* NAD 83(1986)-  43 54 18.     (N)    115 26 15.     (W)     SCALED    
 OZ0402* NAVD 88     -      1427.304  (meters)    4682.75   (feet)  ADJUSTED  
 OZ0402  ___________________________________________________________________
 OZ0402  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 OZ0402  DYNAMIC HT  -        1426.535 (meters)    4680.22  (feet)  COMP
 OZ0402  MODELED GRAV-     980,030.7   (mgal)                       NAVD 88
 OZ0402
 OZ0402  VERT ORDER  -  SECOND    CLASS 0
 OZ0402
 OZ0402.The horizontal coordinates were scaled from a topographic map and have
 OZ0402.an estimated accuracy of +/- 6 seconds.
 OZ0402
 OZ0402.The orthometric height was determined by differential leveling
 OZ0402.and adjusted by the National Geodetic Survey in June 1991..
 OZ0402
 OZ0402.The geoid height was determined by GEOID03.
 OZ0402
 OZ0402.The dynamic height is computed by dividing the NAVD 88
 OZ0402.geopotential number by the normal gravity value computed on the
 OZ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0402.degrees latitude (g = 980.6199 gals.).
 OZ0402
 OZ0402.The modeled gravity was interpolated from observed gravity values.
 OZ0402
 OZ0402;                    North         East    Units  Estimated Accuracy
 OZ0402;SPC ID W     -   248,680.      825,100.      MT  (+/- 180 meters Scaled)
 OZ0402
 OZ0402                          SUPERSEDED SURVEY CONTROL
 OZ0402
 OZ0402  NGVD 29 (??/??/92) 1426.118  (m)         4678.86   (f) ADJ UNCH    2 0
 OZ0402
 OZ0402.Superseded values are not recommended for survey control.
 OZ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0402.See file dsdata.txt to determine how the superseded data were derived.
 OZ0402
 OZ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ254625(NAD 83)
 OZ0402_MARKER: DD = SURVEY DISK
 OZ0402_SETTING: 80 = SET IN A BOULDER
 OZ0402_SP_SET: BOULDER
 OZ0402_STAMPING: 97 E 1936
 OZ0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0402+STABILITY: SURFACE MOTION
 OZ0402
 OZ0402  HISTORY     - Date     Condition        Report By
 OZ0402  HISTORY     - 1936     MONUMENTED       USGS
 OZ0402  HISTORY     - 1950     GOOD             NGS
 OZ0402
 OZ0402                          STATION DESCRIPTION
 OZ0402
 OZ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0402'2.0 MI W FROM DEER PARK GUARD STATION.
 OZ0402'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0402'THENCE 1.6 MILES WEST ALONG A FOREST SERVICE ROAD, 0.2 MILE SOUTHWEST
 OZ0402'OF THE ENTRANCE TO THE ROBERT E. LEE FOREST CAMP, IN THE TOP OF THE
 OZ0402'SOUTHWEST SIDE OF A PAINTED BOULDER PROJECTING 2.0 FEET ABOVE THE
 OZ0402'GROUND, ACROSS THE ROAD FROM THE SOUTHWEST END OF A FLAT GRASSY
 OZ0402'CLEARING, AT THE BASE OF THE SOUTHEAST SLOPE OF A HILL, 46 FEET
 OZ0402'NORTHWEST OF THE CENTER LINE OF THE ROAD, 24 1/2 FEET WEST OF A 6-INCH
 OZ0402'TRIANGULAR-BLAZED PINE TREE, ABOUT 7 FEET HIGHER THAN THE ROAD, AND
 OZ0402'MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0436 ***********************************************************************
 SV0436  DESIGNATION -  98 918
 SV0436  PID         -  SV0436
 SV0436  STATE/COUNTY-  ID/KOOTENAI
 SV0436  USGS QUAD   -  FERNAN LAKE (1981)
 SV0436
 SV0436                         *CURRENT SURVEY CONTROL
 SV0436  ___________________________________________________________________
 SV0436* NAD 83(1986)-  47 37 45.     (N)    116 42 03.     (W)     SCALED    
 SV0436* NAVD 88     -       653.904  (meters)    2145.35   (feet)  ADJUSTED  
 SV0436  ___________________________________________________________________
 SV0436  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 SV0436  DYNAMIC HT  -         653.918 (meters)    2145.40  (feet)  COMP
 SV0436  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 SV0436
 SV0436  VERT ORDER  -  SECOND    CLASS 0
 SV0436
 SV0436.The horizontal coordinates were scaled from a topographic map and have
 SV0436.an estimated accuracy of +/- 6 seconds.
 SV0436
 SV0436.The orthometric height was determined by differential leveling
 SV0436.and adjusted by the National Geodetic Survey in June 1991..
 SV0436
 SV0436.The geoid height was determined by GEOID03.
 SV0436
 SV0436.The dynamic height is computed by dividing the NAVD 88
 SV0436.geopotential number by the normal gravity value computed on the
 SV0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0436.degrees latitude (g = 980.6199 gals.).
 SV0436
 SV0436.The modeled gravity was interpolated from observed gravity values.
 SV0436
 SV0436;                    North         East    Units  Estimated Accuracy
 SV0436;SPC ID W     -   662,980.      728,540.      MT  (+/- 180 meters Scaled)
 SV0436
 SV0436                          SUPERSEDED SURVEY CONTROL
 SV0436
 SV0436  NGVD 29 (??/??/92)  652.765  (m)         2141.61   (f) ADJ UNCH    2 0
 SV0436
 SV0436.Superseded values are not recommended for survey control.
 SV0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0436.See file dsdata.txt to determine how the superseded data were derived.
 SV0436
 SV0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN224751(NAD 83)
 SV0436_MARKER: DD = SURVEY DISK
 SV0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0436_STAMPING: RPPSC 98 918 745
 SV0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0436+STABILITY: SURFACE MOTION
 SV0436
 SV0436  HISTORY     - Date     Condition        Report By
 SV0436  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0436  HISTORY     - 1958     GOOD             NGS
 SV0436
 SV0436                          STATION DESCRIPTION
 SV0436
 SV0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0436'6.2 MI E FROM COEUR DALENE.
 SV0436'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR D ALENE,
 SV0436'THENCE 6.1 MILES EAST ALONG U.S. HIGHWAY 10.  AT THE NORTHEAST END OF
 SV0436'A PARKING AREA, 77.3 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.0
 SV0436'FEET NORTH OF THE NORTH BANK OF COEUR DALENE LAKE, 33.4 FEET SOUTHWEST
 SV0436'OF A CUT SOUTHEAST OF THE HIGHWAY, SET IN TOP OF A 5 X 5 CONCRETE POST
 SV0436'FLUSH WITH THE GROUND, AND 2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0404 ***********************************************************************
 OZ0404  DESIGNATION -  98 E
 OZ0404  PID         -  OZ0404
 OZ0404  STATE/COUNTY-  ID/BOISE
 OZ0404  USGS QUAD   -  BEAR RIVER (1972)
 OZ0404
 OZ0404                         *CURRENT SURVEY CONTROL
 OZ0404  ___________________________________________________________________
 OZ0404* NAD 83(1986)-  43 53 40.     (N)    115 28 23.     (W)     SCALED    
 OZ0404* NAVD 88     -      1400.989  (meters)    4596.41   (feet)  ADJUSTED  
 OZ0404  ___________________________________________________________________
 OZ0404  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 OZ0404  DYNAMIC HT  -        1400.257 (meters)    4594.01  (feet)  COMP
 OZ0404  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 OZ0404
 OZ0404  VERT ORDER  -  SECOND    CLASS 0
 OZ0404
 OZ0404.The horizontal coordinates were scaled from a topographic map and have
 OZ0404.an estimated accuracy of +/- 6 seconds.
 OZ0404
 OZ0404.The orthometric height was determined by differential leveling
 OZ0404.and adjusted by the National Geodetic Survey in June 1991..
 OZ0404
 OZ0404.The geoid height was determined by GEOID03.
 OZ0404
 OZ0404.The dynamic height is computed by dividing the NAVD 88
 OZ0404.geopotential number by the normal gravity value computed on the
 OZ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0404.degrees latitude (g = 980.6199 gals.).
 OZ0404
 OZ0404.The modeled gravity was interpolated from observed gravity values.
 OZ0404
 OZ0404;                    North         East    Units  Estimated Accuracy
 OZ0404;SPC ID W     -   247,500.      822,250.      MT  (+/- 180 meters Scaled)
 OZ0404
 OZ0404                          SUPERSEDED SURVEY CONTROL
 OZ0404
 OZ0404  NGVD 29 (??/??/92) 1399.826  (m)         4592.60   (f) ADJ UNCH    2 0
 OZ0404
 OZ0404.Superseded values are not recommended for survey control.
 OZ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0404.See file dsdata.txt to determine how the superseded data were derived.
 OZ0404
 OZ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ226612(NAD 83)
 OZ0404_MARKER: DD = SURVEY DISK
 OZ0404_SETTING: 80 = SET IN A BOULDER
 OZ0404_SP_SET: BOULDER
 OZ0404_STAMPING: 98 E 1936
 OZ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0404+STABILITY: SURFACE MOTION
 OZ0404
 OZ0404  HISTORY     - Date     Condition        Report By
 OZ0404  HISTORY     - 1936     MONUMENTED       USGS
 OZ0404  HISTORY     - 1950     GOOD             NGS
 OZ0404
 OZ0404                          STATION DESCRIPTION
 OZ0404
 OZ0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0404'4.2 MI W FROM DEER PARK GUARD STATION.
 OZ0404'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0404'THENCE 3.8 MILES WEST ALONG A FOREST SERVICE ROAD, IN THE TOP OF A
 OZ0404'BOULDER, ON A SMALL BENCH COVERED WITH LARGE TREES AND BRUSH, AT THE
 OZ0404'WEST END OF A CURVE, 100 FEET NORTH OF AND ACROSS THE ROAD FROM THE
 OZ0404'NORTH BANK OF THE NORTH FORK BOISE RIVER, 94 FEET NORTHEAST OF AND
 OZ0404'ACROSS THE ROAD FROM A 30-INCH TRIANGULAR-BLAZED PINE TREE, 56 FEET
 OZ0404'NORTH OF THE CENTER LINE OF THE ROAD, 47 1/2 FEET NORTH OF A 48-INCH
 OZ0404'PINE TREE WITH A FOREST SERVICE BLAZE, ABOUT 6 FEET HIGHER THAN THE
 OZ0404'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0407 ***********************************************************************
 OZ0407  DESIGNATION -  99 E
 OZ0407  PID         -  OZ0407
 OZ0407  STATE/COUNTY-  ID/BOISE
 OZ0407  USGS QUAD   -  BEAR RIVER (1972)
 OZ0407
 OZ0407                         *CURRENT SURVEY CONTROL
 OZ0407  ___________________________________________________________________
 OZ0407* NAD 83(1986)-  43 53 42.     (N)    115 30 02.     (W)     SCALED    
 OZ0407* NAVD 88     -      1401.685  (meters)    4598.69   (feet)  ADJUSTED  
 OZ0407  ___________________________________________________________________
 OZ0407  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 OZ0407  DYNAMIC HT  -        1400.956 (meters)    4596.30  (feet)  COMP
 OZ0407  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 OZ0407
 OZ0407  VERT ORDER  -  SECOND    CLASS 0
 OZ0407
 OZ0407.The horizontal coordinates were scaled from a topographic map and have
 OZ0407.an estimated accuracy of +/- 6 seconds.
 OZ0407
 OZ0407.The orthometric height was determined by differential leveling
 OZ0407.and adjusted by the National Geodetic Survey in June 1991..
 OZ0407
 OZ0407.The geoid height was determined by GEOID03.
 OZ0407
 OZ0407.The dynamic height is computed by dividing the NAVD 88
 OZ0407.geopotential number by the normal gravity value computed on the
 OZ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0407.degrees latitude (g = 980.6199 gals.).
 OZ0407
 OZ0407.The modeled gravity was interpolated from observed gravity values.
 OZ0407
 OZ0407;                    North         East    Units  Estimated Accuracy
 OZ0407;SPC ID W     -   247,560.      820,040.      MT  (+/- 180 meters Scaled)
 OZ0407
 OZ0407                          SUPERSEDED SURVEY CONTROL
 OZ0407
 OZ0407  NGVD 29 (??/??/92) 1400.525  (m)         4594.89   (f) ADJ UNCH    2 0
 OZ0407
 OZ0407.Superseded values are not recommended for survey control.
 OZ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0407.See file dsdata.txt to determine how the superseded data were derived.
 OZ0407
 OZ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ204613(NAD 83)
 OZ0407_MARKER: DD = SURVEY DISK
 OZ0407_SETTING: 80 = SET IN A BOULDER
 OZ0407_SP_SET: BOULDER
 OZ0407_STAMPING: 99 E 1936
 OZ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0407+STABILITY: SURFACE MOTION
 OZ0407
 OZ0407  HISTORY     - Date     Condition        Report By
 OZ0407  HISTORY     - 1936     MONUMENTED       USGS
 OZ0407  HISTORY     - 1950     GOOD             NGS
 OZ0407
 OZ0407                          STATION DESCRIPTION
 OZ0407
 OZ0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0407'6.0 MI W FROM DEER PARK GUARD STATION.
 OZ0407'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0407'THENCE 5.6 MILES WEST ALONG A FOREST SERVICE ROAD, 0.35 MILE NORTH OF
 OZ0407'A POINT WHERE ROAD LEAVES THE BOISE RIVER AND TURNS NORTH UP LITTLE
 OZ0407'OWL CREEK, IN THE TOP OF A BOULDER, 36 1/2 FEET NORTH OF A 24-INCH
 OZ0407'TRIANGULAR-BLAZED PINE TREE, 23 FEET SOUTHEAST OF A 42-INCH FIR TREE,
 OZ0407'17 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 8 FEET HIGHER
 OZ0407'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0118 ***********************************************************************
 RZ0118  DESIGNATION -  990.5
 RZ0118  PID         -  RZ0118
 RZ0118  STATE/COUNTY-  ID/CLEARWATER
 RZ0118  USGS QUAD   -  AHSAHKA (1994)
 RZ0118
 RZ0118                         *CURRENT SURVEY CONTROL
 RZ0118  ___________________________________________________________________
 RZ0118* NAD 83(1986)-  46 30 22.     (N)    116 20 47.     (W)     SCALED    
 RZ0118* NAVD 88     -       302.218  (meters)     991.53   (feet)  ADJUSTED  
 RZ0118  ___________________________________________________________________
 RZ0118  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 RZ0118  DYNAMIC HT  -         302.210 (meters)     991.50  (feet)  COMP
 RZ0118  MODELED GRAV-     980,581.6   (mgal)                       NAVD 88
 RZ0118
 RZ0118  VERT ORDER  -  FIRST     CLASS II
 RZ0118
 RZ0118.The horizontal coordinates were scaled from a topographic map and have
 RZ0118.an estimated accuracy of +/- 6 seconds.
 RZ0118
 RZ0118.The orthometric height was determined by differential leveling
 RZ0118.and adjusted by the National Geodetic Survey in June 1991..
 RZ0118
 RZ0118.The geoid height was determined by GEOID03.
 RZ0118
 RZ0118.The dynamic height is computed by dividing the NAVD 88
 RZ0118.geopotential number by the normal gravity value computed on the
 RZ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0118.degrees latitude (g = 980.6199 gals.).
 RZ0118
 RZ0118.The modeled gravity was interpolated from observed gravity values.
 RZ0118
 RZ0118;                    North         East    Units  Estimated Accuracy
 RZ0118;SPC ID W     -   537,870.      754,230.      MT  (+/- 180 meters Scaled)
 RZ0118
 RZ0118                          SUPERSEDED SURVEY CONTROL
 RZ0118
 RZ0118  NGVD 29 (??/??/92)  301.202  (m)          988.19   (f) ADJ UNCH    1 2
 RZ0118
 RZ0118.Superseded values are not recommended for survey control.
 RZ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0118.See file dsdata.txt to determine how the superseded data were derived.
 RZ0118
 RZ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM501504(NAD 83)
 RZ0118_MARKER: Q = CHISELED SQUARE
 RZ0118_SETTING: 0 = UNSPECIFIED SETTING
 RZ0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0118
 RZ0118  HISTORY     - Date     Condition        Report By
 RZ0118  HISTORY     - UNK      MONUMENTED       CGS
 RZ0118  HISTORY     - 1959     GOOD             NGS
 RZ0118
 RZ0118                          STATION DESCRIPTION
 RZ0118
 RZ0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0118'1.1 MI W FROM AHSAHKA.
 RZ0118'ABOUT 1.1 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY (CAMAS PRAIRIE
 RZ0118'RAILROAD) FROM THE STATION AT AHSAHKA, ABOUT 1/4 MILE WEST OF A
 RZ0118'WHISTLE POST, ABOUT 650 FEET EAST OF MILEPOST 24.  57 FEET WEST OF THE
 RZ0118'FIFTH POLE EAST OF THE MILEPOST, 50 FEET NORTH OF THE CLEARWATER
 RZ0118'RIVER, 9.3 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, ABOUT 2
 RZ0118'FEET HIGHER THAN THE RAILROAD BED, AT THE EAST END OF A ROCK CUT. A
 RZ0118'CHISELED SQUARE.  ONLY THE LETTERS B M, PAINTED ON THE NORTH FACE OF
 RZ0118'THE ROCK CUT ARE VISIBLE, ABOUT 3 FEET WEST OF THE CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0769 ***********************************************************************
 QA0769  DESIGNATION -  9945 VA
 QA0769  PID         -  QA0769
 QA0769  STATE/COUNTY-  ID/CUSTER
 QA0769  USGS QUAD   -  PINYON PEAK (1963)
 QA0769
 QA0769                         *CURRENT SURVEY CONTROL
 QA0769  ___________________________________________________________________
 QA0769* NAD 83(1992)-  44 34 10.79172(N)    114 55 00.00884(W)     ADJUSTED  
 QA0769* NAVD 88     -      3032.     (meters)    9947.     (feet)  SCALED    
 QA0769  ___________________________________________________________________
 QA0769  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 QA0769  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 QA0769
 QA0769  HORZ ORDER  -  SECOND
 QA0769
 QA0769.The horizontal coordinates were established by classical geodetic methods
 QA0769.and adjusted by the National Geodetic Survey in July 1992..
 QA0769
 QA0769.The orthometric height was scaled from a topographic map.
 QA0769
 QA0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0769
 QA0769.The geoid height was determined by GEOID03.
 QA0769
 QA0769;                    North         East     Units Scale Factor Converg.
 QA0769;SPC ID C     -   322,900.489   427,188.350   MT  1.00001254   -0 38 36.0
 QA0769;UTM  11      - 4,937,258.422   665,423.385   MT  0.99993653   +1 27 44.5
 QA0769
 QA0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0769!SPC ID C     -   0.99952681  x   1.00001254  =   0.99953934
 QA0769!UTM  11      -   0.99952681  x   0.99993653  =   0.99946337
 QA0769
 QA0769                          SUPERSEDED SURVEY CONTROL
 QA0769
 QA0769  NAD 83(1986)-  44 34 10.79108(N)    114 55 00.00437(W) AD(       ) 2
 QA0769  NAD 27      -  44 34 11.11411(N)    114 54 56.67402(W) AD(       ) 2
 QA0769
 QA0769.Superseded values are not recommended for survey control.
 QA0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0769.See file dsdata.txt to determine how the superseded data were derived.
 QA0769
 QA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK6542337258(NAD 83)
 QA0769
 QA0769  HISTORY     - Date     Condition        Report By
 QA0769  HISTORY     - 1938     MONUMENTED       CGS
 QA0769
 QA0769                          STATION DESCRIPTION
 QA0769
 QA0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QA0769'SEE STATION PINYON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1157 ***********************************************************************
 NU1157  DESIGNATION -  99+498
 NU1157  PID         -  NU1157
 NU1157  STATE/COUNTY-  ID/MINIDOKA
 NU1157  USGS QUAD   -  RUPERT (1976)
 NU1157
 NU1157                         *CURRENT SURVEY CONTROL
 NU1157  ___________________________________________________________________
 NU1157* NAD 83(1986)-  42 33 30.     (N)    113 45 01.     (W)     SCALED    
 NU1157* NAVD 88     -      1266.059  (meters)    4153.73   (feet)  ADJUSTED  
 NU1157  ___________________________________________________________________
 NU1157  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NU1157  DYNAMIC HT  -        1265.337 (meters)    4151.36  (feet)  COMP
 NU1157  MODELED GRAV-     980,007.3   (mgal)                       NAVD 88
 NU1157
 NU1157  VERT ORDER  -  SECOND    CLASS 0
 NU1157
 NU1157.The horizontal coordinates were scaled from a topographic map and have
 NU1157.an estimated accuracy of +/- 6 seconds.
 NU1157
 NU1157.The orthometric height was determined by differential leveling
 NU1157.and adjusted by the National Geodetic Survey in June 1991..
 NU1157
 NU1157.The geoid height was determined by GEOID03.
 NU1157
 NU1157.The dynamic height is computed by dividing the NAVD 88
 NU1157.geopotential number by the normal gravity value computed on the
 NU1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1157.degrees latitude (g = 980.6199 gals.).
 NU1157
 NU1157.The modeled gravity was interpolated from observed gravity values.
 NU1157
 NU1157;                    North         East    Units  Estimated Accuracy
 NU1157;SPC ID C     -    99,070.      520,510.      MT  (+/- 180 meters Scaled)
 NU1157
 NU1157                          SUPERSEDED SURVEY CONTROL
 NU1157
 NU1157  NGVD 29 (??/??/92) 1265.098  (m)         4150.58   (f) ADJ UNCH    2 0
 NU1157
 NU1157.Superseded values are not recommended for survey control.
 NU1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1157.See file dsdata.txt to determine how the superseded data were derived.
 NU1157
 NU1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN742154(NAD 83)
 NU1157_MARKER: DB = BENCH MARK DISK
 NU1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1157_STAMPING: 99 + 498 PC OFF 55.92
 NU1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1157+STABILITY: SURFACE MOTION
 NU1157
 NU1157  HISTORY     - Date     Condition        Report By
 NU1157  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1157  HISTORY     - 1960     GOOD             NGS
 NU1157  HISTORY     - 1964     POOR             USGS
 NU1157  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU1157
 NU1157                          STATION DESCRIPTION
 NU1157
 NU1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1157'2.6 MI N FROM BURLEY.
 NU1157'2.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU1157'BURLEY, 107 FEET WEST OF BENCH MARK 4148.26 (SIDPW), 39 FEET WEST OF
 NU1157'THE CENTERLINE OF U.S. HIGHWAY 30N, 3 FEET SOUTHEAST OF A STOP SIGN,
 NU1157'SET IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 8 INCHES. NOTE--
 NU1157'THE POST IS PROTRUDING 1 FOOT FROM GROUND.  APPARENTLY STILL 3RD ORDER
 NU1157'BUT IS IN DANGER OF BEING DESTROYED BY NEW CONSTRUCTION IN THE AREA.
 NU1157'BM 4148.26 (SIDPW).  107 FEET EAST IS SAFE AND IN GOOD CONDITION.
 NU1157
 NU1157                          STATION RECOVERY (1964)
 NU1157
 NU1157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NU1157'MARK RECOVERED IN POOR CONDITION.
 NU1157
 NU1157                          STATION RECOVERY (1983)
 NU1157
 NU1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1157'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NU1157'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0070 ***********************************************************************
 OZ0070  DESIGNATION -  A
 OZ0070  PID         -  OZ0070
 OZ0070  STATE/COUNTY-  ID/BLAINE
 OZ0070  USGS QUAD   -  HAILEY (1967)
 OZ0070
 OZ0070                         *CURRENT SURVEY CONTROL
 OZ0070  ___________________________________________________________________
 OZ0070* NAD 83(1986)-  43 30 46.     (N)    114 18 10.     (W)     SCALED    
 OZ0070* NAVD 88     -      1620.675  (meters)    5317.16   (feet)  ADJUSTED  
 OZ0070  ___________________________________________________________________
 OZ0070  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 OZ0070  DYNAMIC HT  -        1619.733 (meters)    5314.07  (feet)  COMP
 OZ0070  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 OZ0070
 OZ0070  VERT ORDER  -  SECOND    CLASS 0
 OZ0070
 OZ0070.This mark is at Friedman Mem Airport (SUN)
 OZ0070
 OZ0070.The horizontal coordinates were scaled from a topographic map and have
 OZ0070.an estimated accuracy of +/- 6 seconds.
 OZ0070
 OZ0070.The orthometric height was determined by differential leveling
 OZ0070.and adjusted by the National Geodetic Survey in June 1991..
 OZ0070
 OZ0070.The geoid height was determined by GEOID03.
 OZ0070
 OZ0070.The dynamic height is computed by dividing the NAVD 88
 OZ0070.geopotential number by the normal gravity value computed on the
 OZ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0070.degrees latitude (g = 980.6199 gals.).
 OZ0070
 OZ0070.The modeled gravity was interpolated from observed gravity values.
 OZ0070
 OZ0070;                    North         East    Units  Estimated Accuracy
 OZ0070;SPC ID C     -   205,110.      475,520.      MT  (+/- 180 meters Scaled)
 OZ0070
 OZ0070                          SUPERSEDED SURVEY CONTROL
 OZ0070
 OZ0070  NGVD 29 (??/??/92) 1619.542  (m)         5313.45   (f) ADJ UNCH    2 0
 OZ0070
 OZ0070.Superseded values are not recommended for survey control.
 OZ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0070.See file dsdata.txt to determine how the superseded data were derived.
 OZ0070
 OZ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ180212(NAD 83)
 OZ0070_MARKER: DD = SURVEY DISK
 OZ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0070+STABILITY: SURFACE MOTION
 OZ0070
 OZ0070  HISTORY     - Date     Condition        Report By
 OZ0070  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0070  HISTORY     - 1950     GOOD             NGS
 OZ0070
 OZ0070                          STATION DESCRIPTION
 OZ0070
 OZ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0070'0.7 MI SE FROM HAILEY.
 OZ0070'0.7 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OZ0070'AT HAILEY, ACROSS U.S. HIGHWAY 93 FROM THE TRACKS, 141 FEET WEST OF
 OZ0070'THE CENTER OF THE JUNCTION OF THE HIGHWAY, AT THE ENTRANCE TO THE
 OZ0070'FRIEDMAN MEMORIAL AIRPORT, ACROSS AN IRRIGATION CANAL FROM THE
 OZ0070'NORTHWEST CORNER OF THE HANGAR, 49.6 FEET SOUTHWEST OF THE CENTER LINE
 OZ0070'OF THE HIGHWAY, 3.0 FEET WEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 OZ0070'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OZ0070'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0351 ***********************************************************************
 RY0351  DESIGNATION -  A
 RY0351  PID         -  RY0351
 RY0351  STATE/COUNTY-  ID/IDAHO
 RY0351  USGS QUAD   -  SELWAY FALLS (1995)
 RY0351
 RY0351                         *CURRENT SURVEY CONTROL
 RY0351  ___________________________________________________________________
 RY0351* NAD 83(1986)-  46 02 43.     (N)    115 17 30.     (W)     SCALED    
 RY0351* NAVD 88     -       528.709  (meters)    1734.61   (feet)  ADJUSTED  
 RY0351  ___________________________________________________________________
 RY0351  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 RY0351  DYNAMIC HT  -         528.618 (meters)    1734.31  (feet)  COMP
 RY0351  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 RY0351
 RY0351  VERT ORDER  -  SECOND    CLASS 0
 RY0351
 RY0351.The horizontal coordinates were scaled from a topographic map and have
 RY0351.an estimated accuracy of +/- 6 seconds.
 RY0351
 RY0351.The orthometric height was determined by differential leveling
 RY0351.and adjusted by the National Geodetic Survey in June 1991..
 RY0351
 RY0351.The geoid height was determined by GEOID03.
 RY0351
 RY0351.The dynamic height is computed by dividing the NAVD 88
 RY0351.geopotential number by the normal gravity value computed on the
 RY0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0351.degrees latitude (g = 980.6199 gals.).
 RY0351
 RY0351.The modeled gravity was interpolated from observed gravity values.
 RY0351
 RY0351;                    North         East    Units  Estimated Accuracy
 RY0351;SPC ID W     -   486,580.      835,470.      MT  (+/- 180 meters Scaled)
 RY0351
 RY0351                          SUPERSEDED SURVEY CONTROL
 RY0351
 RY0351  NGVD 29 (??/??/92)  527.566  (m)         1730.86   (f) ADJ UNCH    2 0
 RY0351
 RY0351.Superseded values are not recommended for survey control.
 RY0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0351.See file dsdata.txt to determine how the superseded data were derived.
 RY0351
 RY0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM321004(NAD 83)
 RY0351_MARKER: DD = SURVEY DISK
 RY0351_SETTING: 66 = SET IN ROCK OUTCROP
 RY0351_SP_SET: ROCK OUTCROP
 RY0351_STAMPING: A
 RY0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0351+STABILITY: POSITION/ELEVATION WELL
 RY0351
 RY0351  HISTORY     - Date     Condition        Report By
 RY0351  HISTORY     - UNK      MONUMENTED       USGS
 RY0351  HISTORY     - 1965     GOOD             NGS
 RY0351
 RY0351                          STATION DESCRIPTION
 RY0351
 RY0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0351'19.2 MI E FROM LOWELL.
 RY0351'19.2 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0351'HIGHWAY 12 AT LOWELL, 0.6 MILE EAST OF THE SELWAY FALLS GUARD STATION,
 RY0351'0.55 MILE EAST OF A BRIDGE ACROSS THE RIVER, IN THE TOP OF A ROCK
 RY0351'OUTCROP, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 36 FEET
 RY0351'NORTHWEST OF THE WEST CORNER OF THE GAGING STATION BUILDING, 16.0 FEET
 RY0351'WEST OF BENCH MARK V 365 (USGS), AND ABOUT 18 FEET LOWER THAN THE
 RY0351'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0513 ***********************************************************************
 OX0513  DESIGNATION -  A
 OX0513  PID         -  OX0513
 OX0513  STATE/COUNTY-  ID/MADISON
 OX0513  USGS QUAD   -  NEWDALE (1979)
 OX0513
 OX0513                         *CURRENT SURVEY CONTROL
 OX0513  ___________________________________________________________________
 OX0513* NAD 83(1986)-  43 53 01.     (N)    111 36 30.     (W)     SCALED    
 OX0513* NAVD 88     -      1545.321  (meters)    5069.94   (feet)  POSTED    
 OX0513  ___________________________________________________________________
 OX0513  GEOID HEIGHT-         -10.83  (meters)                     GEOID03
 OX0513  DYNAMIC HT  -        1544.510 (meters)    5067.28  (feet)  COMP
 OX0513  MODELED GRAV-     980,037.2   (mgal)                       NAVD 88
 OX0513
 OX0513  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0513
 OX0513.The horizontal coordinates were scaled from a topographic map and have
 OX0513.an estimated accuracy of +/- 6 seconds.
 OX0513
 OX0513.The orthometric height was determined by differential leveling
 OX0513.and adjusted by the National Geodetic Survey in 1992..
 OX0513.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0513.rate of 2.1 thru 3.0 mm/km.
 OX0513
 OX0513.The geoid height was determined by GEOID03.
 OX0513
 OX0513.The dynamic height is computed by dividing the NAVD 88
 OX0513.geopotential number by the normal gravity value computed on the
 OX0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0513.degrees latitude (g = 980.6199 gals.).
 OX0513
 OX0513.The modeled gravity was interpolated from observed gravity values.
 OX0513
 OX0513;                    North         East    Units  Estimated Accuracy
 OX0513;SPC ID E     -   246,420.      244,870.      MT  (+/- 180 meters Scaled)
 OX0513
 OX0513                          SUPERSEDED SURVEY CONTROL
 OX0513
 OX0513  NGVD 29 (??/??/92) 1544.231  (m)         5066.36   (f) ADJ UNCH    2 0
 OX0513
 OX0513.Superseded values are not recommended for survey control.
 OX0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0513.See file dsdata.txt to determine how the superseded data were derived.
 OX0513
 OX0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP511591(NAD 83)
 OX0513_MARKER: DD = SURVEY DISK
 OX0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0513_STAMPING: A
 OX0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0513+STABILITY: SURFACE MOTION
 OX0513
 OX0513  HISTORY     - Date     Condition        Report By
 OX0513  HISTORY     - UNK      MONUMENTED       IDPWD
 OX0513  HISTORY     - 1951     GOOD             NGS
 OX0513  HISTORY     - 20060412 MARK NOT FOUND   IDTD
 OX0513
 OX0513                          STATION DESCRIPTION
 OX0513
 OX0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0513'0.1 MI SW FROM NEWDALE.
 OX0513'0.1 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0513'AT NEWDALE, AT THE CROSSING OF U. S. HIGHWAY 20, 27.5 FEET SOUTH OF
 OX0513'THE CENTER LINE OF THE HIGHWAY, 27 FEET EAST OF THE EAST RAIL
 OX0513'SIDETRACK, 7 FEET NORTHEAST OF A MADISON-FREMONT COUNTY LINE SIGN, AND
 OX0513'ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 OX0513'POST PROJECTING 0.4 FEET ABOVE THE GROUND.
 OX0513
 OX0513                          STATION RECOVERY (2006)
 OX0513
 OX0513'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (JCH)
 OX0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0501 ***********************************************************************
 RY0501  DESIGNATION -  A
 RY0501  PID         -  RY0501
 RY0501  STATE/COUNTY-  ID/IDAHO
 RY0501  USGS QUAD   -  GODDARD POINT (1995)
 RY0501
 RY0501                         *CURRENT SURVEY CONTROL
 RY0501  ___________________________________________________________________
 RY0501* NAD 83(1986)-  46 05 12.     (N)    115 30 50.     (W)     SCALED    
 RY0501* NAVD 88     -       470.606  (meters)    1543.98   (feet)  ADJUSTED  
 RY0501  ___________________________________________________________________
 RY0501  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 RY0501  DYNAMIC HT  -         470.543 (meters)    1543.77  (feet)  COMP
 RY0501  MODELED GRAV-     980,467.2   (mgal)                       NAVD 88
 RY0501
 RY0501  VERT ORDER  -  SECOND    CLASS 0
 RY0501
 RY0501.The horizontal coordinates were scaled from a topographic map and have
 RY0501.an estimated accuracy of +/- 6 seconds.
 RY0501
 RY0501.The orthometric height was determined by differential leveling
 RY0501.and adjusted by the National Geodetic Survey in June 1991..
 RY0501
 RY0501.The geoid height was determined by GEOID03.
 RY0501
 RY0501.The dynamic height is computed by dividing the NAVD 88
 RY0501.geopotential number by the normal gravity value computed on the
 RY0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0501.degrees latitude (g = 980.6199 gals.).
 RY0501
 RY0501.The modeled gravity was interpolated from observed gravity values.
 RY0501
 RY0501;                    North         East    Units  Estimated Accuracy
 RY0501;SPC ID W     -   491,100.      818,260.      MT  (+/- 180 meters Scaled)
 RY0501
 RY0501                          SUPERSEDED SURVEY CONTROL
 RY0501
 RY0501  NGVD 29 (??/??/92)  469.502  (m)         1540.36   (f) ADJ UNCH    2 0
 RY0501
 RY0501.Superseded values are not recommended for survey control.
 RY0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0501.See file dsdata.txt to determine how the superseded data were derived.
 RY0501
 RY0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM148047(NAD 83)
 RY0501_MARKER: DD = SURVEY DISK
 RY0501_SETTING: 66 = SET IN ROCK OUTCROP
 RY0501_SP_SET: OUTCROP
 RY0501_STAMPING: A
 RY0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0501+STABILITY: POSITION/ELEVATION WELL
 RY0501
 RY0501  HISTORY     - Date     Condition        Report By
 RY0501  HISTORY     - UNK      MONUMENTED       USGS
 RY0501  HISTORY     - 1965     GOOD             NGS
 RY0501
 RY0501                          STATION DESCRIPTION
 RY0501
 RY0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0501'7.05 MI SE FROM LOWELL.
 RY0501'7.05 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0501'U.S. HIGHWAY 12 AT LOWELL, 0.2 MILE EAST OF A CONCRETE BRIDGE OVER
 RY0501'SELWAY RIVER, IN THE TOP OF AN OUTCROP, 28 FEET SOUTHEAST OF THE
 RY0501'CENTER LINE OF THE ROAD, 17.0 FEET NORTHWEST OF BENCH MARK J 365
 RY0501'(USGS), 7.0 FEET SOUTHWEST OF REFERENCE MARK B, AND ABOUT 8 FEET LOWER
 RY0501'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0231 ***********************************************************************
 NV0231  DESIGNATION -  A
 NV0231  PID         -  NV0231
 NV0231  STATE/COUNTY-  ID/GOODING
 NV0231  USGS QUAD   -  GOODING BUTTE (1992)
 NV0231
 NV0231                         *CURRENT SURVEY CONTROL
 NV0231  ___________________________________________________________________
 NV0231* NAD 83(1986)-  42 55 27.     (N)    114 46 00.     (W)     SCALED    
 NV0231* NAVD 88     -      1107.299  (meters)    3632.86   (feet)  ADJUSTED  
 NV0231  ___________________________________________________________________
 NV0231  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 NV0231  DYNAMIC HT  -        1106.758 (meters)    3631.09  (feet)  COMP
 NV0231  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 NV0231
 NV0231  VERT ORDER  -  FIRST     CLASS II
 NV0231
 NV0231.The horizontal coordinates were scaled from a topographic map and have
 NV0231.an estimated accuracy of +/- 6 seconds.
 NV0231
 NV0231.The orthometric height was determined by differential leveling
 NV0231.and adjusted by the National Geodetic Survey in June 1991..
 NV0231
 NV0231.The geoid height was determined by GEOID03.
 NV0231
 NV0231.The dynamic height is computed by dividing the NAVD 88
 NV0231.geopotential number by the normal gravity value computed on the
 NV0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0231.degrees latitude (g = 980.6199 gals.).
 NV0231
 NV0231.The modeled gravity was interpolated from observed gravity values.
 NV0231
 NV0231;                    North         East    Units  Estimated Accuracy
 NV0231;SPC ID C     -   139,960.      437,410.      MT  (+/- 180 meters Scaled)
 NV0231
 NV0231                          SUPERSEDED SURVEY CONTROL
 NV0231
 NV0231.No superseded survey control is available for this station.
 NV0231
 NV0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH822548(NAD 83)
 NV0231_MARKER: DD = SURVEY DISK
 NV0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0231_STAMPING: A
 NV0231_MARK LOGO: IDPWD 
 NV0231_PROJECTION: PROJECTING 10 CENTIMETERS
 NV0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0231+STABILITY: SURFACE MOTION
 NV0231
 NV0231  HISTORY     - Date     Condition        Report By
 NV0231  HISTORY     - UNK      MONUMENTED       IDPWD
 NV0231  HISTORY     - 1950     GOOD             NGS
 NV0231  HISTORY     - 1983     GOOD             NGS
 NV0231
 NV0231                          STATION DESCRIPTION
 NV0231
 NV0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 NV0231'3.8 MI W FROM GOODING.
 NV0231'3.8 MILES WEST ALONG STATE HIGHWAY 24 FROM THE HIGH SCHOOL AT GOODING,
 NV0231'55 1/2 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE GOODING
 NV0231'AIRPORT ROAD, 38.9 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 7.7
 NV0231'FEET WEST OF A TELEPHONE GUY POLE, 2.5 FEET EAST OF A WITNESS POST,
 NV0231'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 NV0231'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 NV0231
 NV0231                          STATION RECOVERY (1983)
 NV0231
 NV0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0231'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.4 KM
 NV0231'(2.75 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE INTERSECTION OF STATE
 NV0231'HIGHWAY 46 AT GOODING, IN THE NORTH RIGHT OF WAY FENCE LINE, AT THE T
 NV0231'JUNCTION OF A PAVED ROAD LEADING SOUTH TO THE GOODING MUNICIPLE
 NV0231'AIRPORT, 0.6 KM (0.4 MI) EAST OF MILEPOST 147, 11.9 METERS (39 FT)
 NV0231'NORTH OF THE HIGHWAY CENTERLINE AND 10.5 METERS (34.5 FT) WEST OF THE
 NV0231'EXTENDED CENTER OF THE ROAD.
 NV0231'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 NV0231'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0137 ***********************************************************************
 RY0137  DESIGNATION -  A
 RY0137  PID         -  RY0137
 RY0137  STATE/COUNTY-  ID/IDAHO
 RY0137  USGS QUAD   -  EL CAPITAN (1964)
 RY0137
 RY0137                         *CURRENT SURVEY CONTROL
 RY0137  ___________________________________________________________________
 RY0137* NAD 83(1986)-  46 06 55.     (N)    114 29 43.     (W)     SCALED    
 RY0137* NAVD 88     -      1889.998  (meters)    6200.77   (feet)  ADJUSTED  
 RY0137  ___________________________________________________________________
 RY0137  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 RY0137  DYNAMIC HT  -        1889.265 (meters)    6198.36  (feet)  COMP
 RY0137  MODELED GRAV-     980,159.6   (mgal)                       NAVD 88
 RY0137
 RY0137  VERT ORDER  -  SECOND    CLASS 0
 RY0137
 RY0137.The horizontal coordinates were scaled from a topographic map and have
 RY0137.an estimated accuracy of +/- 6 seconds.
 RY0137
 RY0137.The orthometric height was determined by differential leveling
 RY0137.and adjusted by the National Geodetic Survey in June 1991..
 RY0137
 RY0137.The geoid height was determined by GEOID03.
 RY0137
 RY0137.The dynamic height is computed by dividing the NAVD 88
 RY0137.geopotential number by the normal gravity value computed on the
 RY0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0137.degrees latitude (g = 980.6199 gals.).
 RY0137
 RY0137.The modeled gravity was interpolated from observed gravity values.
 RY0137
 RY0137;                    North         East    Units  Estimated Accuracy
 RY0137;SPC ID W     -   495,020.      896,990.      MT  (+/- 180 meters Scaled)
 RY0137
 RY0137                          SUPERSEDED SURVEY CONTROL
 RY0137
 RY0137  NGVD 29 (??/??/92) 1888.779  (m)         6196.77   (f) ADJ UNCH    2 0
 RY0137
 RY0137.Superseded values are not recommended for survey control.
 RY0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0137.See file dsdata.txt to determine how the superseded data were derived.
 RY0137
 RY0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM935099(NAD 83)
 RY0137_MARKER: N = NAIL
 RY0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0137_SP_SET: STUMP
 RY0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0137
 RY0137  HISTORY     - Date     Condition        Report By
 RY0137  HISTORY     - UNK      MONUMENTED       USGS
 RY0137  HISTORY     - 1965     GOOD             NGS
 RY0137
 RY0137                          STATION DESCRIPTION
 RY0137
 RY0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0137'26.5 MI NW FROM DARBY, MT.
 RY0137'7.0 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE HIGH SCHOOL AT DARBY,
 RY0137'THENCE 18.4 MILES WEST ALONG LOST HORSE ROAD, THENCE 1.1 MILES SOUTH
 RY0137'ALONG A DIRT ROAD, 0.15 MILE SOUTHEAST OF BENCH MARK A 211 AND THE
 RY0137'EAST END OF BEAR CREEK TRAIL NO. 505, AT THE EAST EDGE OF BEAR CREEK
 RY0137'PASS HELICOPTER LANDING, IN THE TOP OF A 24-INCH STUMP PROJECTING
 RY0137'ABOUT 2 1/2 FEET ABOVE THE GROUND, 45 YARDS EAST AND ACROSS THE
 RY0137'LANDING FROM A REST ROOM BUILDING, 3.0 FEET EAST OF A 6- BY 6-INCH
 RY0137'CONCRETE POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0590 ***********************************************************************
 PZ0590  DESIGNATION -  A
 PZ0590  PID         -  PZ0590
 PZ0590  STATE/COUNTY-  ID/CUSTER
 PZ0590  USGS QUAD   -  BORAH PEAK (1967)
 PZ0590
 PZ0590                         *CURRENT SURVEY CONTROL
 PZ0590  ___________________________________________________________________
 PZ0590* NAD 83(1986)-  44 09 56.     (N)    113 52 11.     (W)     SCALED    
 PZ0590* NAVD 88     -      2090.402  (meters)    6858.26   (feet)  ADJUSTED  
 PZ0590  ___________________________________________________________________
 PZ0590  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 PZ0590  DYNAMIC HT  -        2089.086 (meters)    6853.94  (feet)  COMP
 PZ0590  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 PZ0590
 PZ0590  VERT ORDER  -  FIRST     CLASS II
 PZ0590
 PZ0590.The horizontal coordinates were scaled from a topographic map and have
 PZ0590.an estimated accuracy of +/- 6 seconds.
 PZ0590
 PZ0590.The orthometric height was determined by differential leveling
 PZ0590.and adjusted by the National Geodetic Survey in June 1991..
 PZ0590
 PZ0590.The geoid height was determined by GEOID03.
 PZ0590
 PZ0590.The dynamic height is computed by dividing the NAVD 88
 PZ0590.geopotential number by the normal gravity value computed on the
 PZ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0590.degrees latitude (g = 980.6199 gals.).
 PZ0590
 PZ0590.The modeled gravity was interpolated from observed gravity values.
 PZ0590
 PZ0590;                    North         East    Units  Estimated Accuracy
 PZ0590;SPC ID C     -   277,600.      510,420.      MT  (+/- 180 meters Scaled)
 PZ0590
 PZ0590                          SUPERSEDED SURVEY CONTROL
 PZ0590
 PZ0590.No superseded survey control is available for this station.
 PZ0590
 PZ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP705942(NAD 83)
 PZ0590_MARKER: I = METAL ROD
 PZ0590_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PZ0590+WITH SETTING: INFORMATION.
 PZ0590_SP_SET: SHALLOW SET METAL ROD
 PZ0590_MARK LOGO: NONE  
 PZ0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0590
 PZ0590  HISTORY     - Date     Condition        Report By
 PZ0590  HISTORY     - 1983     MONUMENTED       USGS
 PZ0590  HISTORY     - 1983     GOOD             NGS
 PZ0590  HISTORY     - 1984     GOOD             NGS
 PZ0590  HISTORY     - 1985     GOOD             NGS
 PZ0590
 PZ0590                          STATION DESCRIPTION
 PZ0590
 PZ0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PZ0590'39.6 KM (24.8 MI) NE FROM MACKAY.
 PZ0590'35.65 KM (22.3 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0590'OF MAIN STREET AT MACKAY, THENCE 4.0 KM (2.5 MI) NORTHEAST ALONG
 PZ0590'DOUBLE SPRINGS ROAD, 0.44 KM (0.28 MI) NORTHEAST OF THE CHALLIS
 PZ0590'NATIONAL FOREST BOUNDARY, IN THE WEST CORNER OF A TRACK ROAD,
 PZ0590'153.1 METERS (467 FT) NORTH OF THE CENTER OF THE TEMPORARY
 PZ0590'DOUBLE SPRINGS ROAD, 90.3 METERS (296.5 FT) NORTHWEST OF THE
 PZ0590'CENTER OF THE ORIGINAL DOUBLE SPRINGS ROAD, 78.0 METERS (256 FT)
 PZ0590'NORTHWEST OF BENCH MARK G 425 AND 2.9 METERS (9.5 FT) SOUTHWEST
 PZ0590'OF THE CENTER OF THE TRACK ROAD.  NOTE--A RE-BAR
 PZ0590'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND, A LARGE
 PZ0590'WASHER IS ATTACHED TO THE RE-BAR AND STAMPED USGS-A 1983.
 PZ0590'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 PZ0590'THE MARK IS 0.1 M ABOVE THE TRACK ROAD.
 PZ0590
 PZ0590                          STATION RECOVERY (1984)
 PZ0590
 PZ0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0590'RECOVERED IN GOOD CONDITION.
 PZ0590
 PZ0590                          STATION RECOVERY (1985)
 PZ0590
 PZ0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0253 ***********************************************************************
 RA0253  DESIGNATION -  A 1
 RA0253  PID         -  RA0253
 RA0253  STATE/COUNTY-  ID/IDAHO
 RA0253  USGS QUAD   -  RIGGINS (1964)
 RA0253
 RA0253                         *CURRENT SURVEY CONTROL
 RA0253  ___________________________________________________________________
 RA0253* NAD 83(1986)-  45 25 08.     (N)    116 17 54.     (W)     SCALED    
 RA0253* NAVD 88     -       542.297  (meters)    1779.19   (feet)  ADJUSTED  
 RA0253  ___________________________________________________________________
 RA0253  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 RA0253  DYNAMIC HT  -         542.179 (meters)    1778.80  (feet)  COMP
 RA0253  MODELED GRAV-     980,383.5   (mgal)                       NAVD 88
 RA0253
 RA0253  VERT ORDER  -  FIRST     CLASS II
 RA0253
 RA0253.The horizontal coordinates were scaled from a topographic map and have
 RA0253.an estimated accuracy of +/- 6 seconds.
 RA0253
 RA0253.The orthometric height was determined by differential leveling
 RA0253.and adjusted by the National Geodetic Survey in June 1991..
 RA0253
 RA0253.The geoid height was determined by GEOID03.
 RA0253
 RA0253.The dynamic height is computed by dividing the NAVD 88
 RA0253.geopotential number by the normal gravity value computed on the
 RA0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0253.degrees latitude (g = 980.6199 gals.).
 RA0253
 RA0253.The modeled gravity was interpolated from observed gravity values.
 RA0253
 RA0253;                    North         East    Units  Estimated Accuracy
 RA0253;SPC ID W     -   417,000.      757,090.      MT  (+/- 180 meters Scaled)
 RA0253
 RA0253                          SUPERSEDED SURVEY CONTROL
 RA0253
 RA0253.No superseded survey control is available for this station.
 RA0253
 RA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL548297(NAD 83)
 RA0253_MARKER: DD = SURVEY DISK
 RA0253_SETTING: 80 = SET IN A BOULDER
 RA0253_SP_SET: BOULDER
 RA0253_STAMPING: A 1 1938
 RA0253_MARK LOGO: USGS  
 RA0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0253+STABILITY: SURFACE MOTION
 RA0253
 RA0253  HISTORY     - Date     Condition        Report By
 RA0253  HISTORY     - 1938     MONUMENTED       USGS
 RA0253  HISTORY     - 1945     GOOD             NGS
 RA0253  HISTORY     - 1982     GOOD             NGS
 RA0253  HISTORY     - 19950619 GOOD             USPSQD
 RA0253
 RA0253                          STATION DESCRIPTION
 RA0253
 RA0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0253'1.9 MI E FROM RIGGINS.
 RA0253'ALONG SALMON RIVER ROAD, 1.9 MILE EAST OF BRIDGE OVER LITTLE SALMON
 RA0253'RIVER AT HIGH SHORT FILL IN SMALL RAVINE, 335.0 FEET SOUTHWEST OF
 RA0253'STEEL RAIL CATTLE GUARD, 73.0 FEET WEST OF CENTERLINE OF ROAD, 51.0
 RA0253'FEET NORTH OF CENTER OF SMALL RAVINE, 14.0 FEET WEST OF REFERENCE
 RA0253'POST, SET IN TOP OF A QUARTZ BOULDER AT A POINT WHERE THE NORTH BANK
 RA0253'OF A RAVINE AND THE EAST BANK OF THE SALMON RIVER MEET.
 RA0253
 RA0253                          STATION RECOVERY (1982)
 RA0253
 RA0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0253'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.05 KM
 RA0253'(0.65 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN RIGGINS,
 RA0253'THENCE 2.9 KM (1.8 MI) EAST ALONG THE SALMON RIVER ROAD, IN TOP OF THE
 RA0253'NORTHEAST END OF A 5- BY 7-FOOT GRANITE BOULDER ON THE TOP CORNER OF
 RA0253'THE POINT WHERE THE NORTHEAST BANK OF SHORTS CREEK MEETS THE BANK OF
 RA0253'THE SALMON RIVER, 0.08 KM (0.05 MI) SOUTHWEST OF A POWER POLE GUY LINE
 RA0253'CROSSING THE ROAD, 22.2 METERS (73 FT) NORTHWEST OF THE ROAD CENTER,
 RA0253'15.5 METERS (51 FT) NORTHEAST OF THE CENTER OF THE CREEK.
 RA0253'THE MARK IS 1.6 METERS  W FROM A WITNESS POST.
 RA0253'THE MARK IS 1.5 M BELOW THE ROAD.
 RA0253
 RA0253                          STATION RECOVERY (1995)
 RA0253
 RA0253'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0217 ***********************************************************************
 TO0217  DESIGNATION -  A 10
 TO0217  PID         -  TO0217
 TO0217  STATE/COUNTY-  ID/BONNER
 TO0217  USGS QUAD   -  SANDPOINT (1996)
 TO0217
 TO0217                         *CURRENT SURVEY CONTROL
 TO0217  ___________________________________________________________________
 TO0217* NAD 83(1986)-  48 16 31.     (N)    116 32 54.     (W)     SCALED    
 TO0217* NAVD 88     -       636.768  (meters)    2089.13   (feet)  ADJUSTED  
 TO0217  ___________________________________________________________________
 TO0217  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TO0217  DYNAMIC HT  -         636.816 (meters)    2089.29  (feet)  COMP
 TO0217  MODELED GRAV-     980,666.7   (mgal)                       NAVD 88
 TO0217
 TO0217  VERT ORDER  -  FIRST     CLASS II
 TO0217
 TO0217.The horizontal coordinates were scaled from a topographic map and have
 TO0217.an estimated accuracy of +/- 6 seconds.
 TO0217
 TO0217.The orthometric height was determined by differential leveling
 TO0217.and adjusted by the National Geodetic Survey in June 1991..
 TO0217
 TO0217.The geoid height was determined by GEOID03.
 TO0217
 TO0217.The dynamic height is computed by dividing the NAVD 88
 TO0217.geopotential number by the normal gravity value computed on the
 TO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0217.degrees latitude (g = 980.6199 gals.).
 TO0217
 TO0217.The modeled gravity was interpolated from observed gravity values.
 TO0217
 TO0217;                    North         East    Units  Estimated Accuracy
 TO0217;SPC ID W     -   734,680.      740,750.      MT  (+/- 180 meters Scaled)
 TO0217
 TO0217                          SUPERSEDED SURVEY CONTROL
 TO0217
 TO0217  NGVD 29 (??/??/92)  635.580  (m)         2085.23   (f) ADJ UNCH    1 2
 TO0217
 TO0217.Superseded values are not recommended for survey control.
 TO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0217.See file dsdata.txt to determine how the superseded data were derived.
 TO0217
 TO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP335469(NAD 83)
 TO0217_MARKER: DB = BENCH MARK DISK
 TO0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0217_SP_SET: STEP
 TO0217_STAMPING: 2085.537 A 10 1914
 TO0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0217
 TO0217  HISTORY     - Date     Condition        Report By
 TO0217  HISTORY     - 1914     MONUMENTED       CGS
 TO0217  HISTORY     - 1944     POOR             NGS
 TO0217  HISTORY     - 1980     GOOD             NGS
 TO0217  HISTORY     - 1980     GOOD             NGS
 TO0217
 TO0217                          STATION DESCRIPTION
 TO0217
 TO0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0217'IN SANDPOINT.
 TO0217'AT SANDPOINT, SET AT THE CITY HALL, IN THE NORTHEAST QUARTER OF THE
 TO0217'INTERSECTION OF MAIN STREET AND SECOND AVENUE, IN THE EAST CORNER OF
 TO0217'THE BOTTOM STEP AT THE SOUTH OR MAIN ENTRANCE TO THE BUILDING. BRONZE
 TO0217'BENCH MARK DISK.
 TO0217
 TO0217                          STATION RECOVERY (1980)
 TO0217
 TO0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0217'RECOVERED IN GOOD CONDITION.
 TO0217
 TO0217                          STATION RECOVERY (1980)
 TO0217
 TO0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0217'BENCH MARK RECOVERED OF THIS DATE AS DESCRIBED. NOTE-THERE IS SOME
 TO0217'QUESTION AS TO WHETHER THIS MARK HAS BEEN RESET OR NOT, THE STEPS
 TO0217'APPEAR NEWER THAN 1914 AND THE MARK HAS BEEN POLISHED, A CHECK OF
 TO0217'THE NEW LEVELING DATA WILL BE NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0378 ***********************************************************************
 NU0378  DESIGNATION -  A 100 RESET
 NU0378  PID         -  NU0378
 NU0378  STATE/COUNTY-  ID/ONEIDA
 NU0378  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0378
 NU0378                         *CURRENT SURVEY CONTROL
 NU0378  ___________________________________________________________________
 NU0378* NAD 83(1994)-  42 11 57.43724(N)    112 14 13.53347(W)     ADJUSTED  
 NU0378* NAVD 88     -      1445.05   (meters)    4741.0    (feet)  RESET     
 NU0378  ___________________________________________________________________
 NU0378  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 NU0378  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NU0378
 NU0378  HORZ ORDER  -  THIRD
 NU0378  VERT ORDER  -  THIRD
 NU0378
 NU0378.The horizontal coordinates were established by classical geodetic methods
 NU0378.and adjusted by the National Geodetic Survey in November 1997..
 NU0378.No horizontal observational check was made to the station.
 NU0378
 NU0378.The orthometric height was computed from unverified reset data.
 NU0378
 NU0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0378
 NU0378.The geoid height was determined by GEOID03.
 NU0378
 NU0378;                    North         East     Units Scale Factor Converg.
 NU0378;SPC ID E     -    59,158.609   194,183.703   MT  0.99994778   -0 02 50.3
 NU0378;UTM  12      - 4,672,644.032   397,866.438   MT  0.99972835   -0 49 51.7
 NU0378
 NU0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0378!SPC ID E     -   0.99977563  x   0.99994778  =   0.99972342
 NU0378!UTM  12      -   0.99977563  x   0.99972835  =   0.99950404
 NU0378
 NU0378                          SUPERSEDED SURVEY CONTROL
 NU0378
 NU0378  NAD 83(1992)-  42 11 57.43478(N)    112 14 13.52944(W) AD(       ) 3
 NU0378  NAD 83(1986)-  42 11 57.43323(N)    112 14 13.52508(W) AD(       ) 3
 NU0378  NGVD 29 (07/19/86) 1443.97   (m)         4737.4    (f) LEVELING    3  
 NU0378
 NU0378.Superseded values are not recommended for survey control.
 NU0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0378.See file dsdata.txt to determine how the superseded data were derived.
 NU0378
 NU0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9786672644(NAD 83)
 NU0378_MARKER: DB = BENCH MARK DISK
 NU0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0378_STAMPING: A 100 RESET 1972
 NU0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0378+STABILITY: SURFACE MOTION
 NU0378
 NU0378  HISTORY     - Date     Condition        Report By
 NU0378  HISTORY     - 1972     MONUMENTED       NGS
 NU0378  HISTORY     - 1972     GOOD             NGS
 NU0378
 NU0378                          STATION DESCRIPTION
 NU0378
 NU0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NU0378'1 MI NE FROM MALAD CITY.
 NU0378'REACHED FROM THE JUNCTION OF STATE HIGHWAY 37, AND U.S. HIGHWAY 191,
 NU0378'AT THE EAST EDGE OF MALAD CITY, GO NORTH ON U.S. HIGHWAY 191 FOR 1.1
 NU0378'MILES TO THE BENCH MARK ON THE RIGHT, 300 FEET EAST OF THE PROPOSED
 NU0378'FREEWAY, 51 FEET NORTH OF TRIANGULATION STATION IDA 15-58 2, 35 FEET
 NU0378'SOUTH OF A FIELD DRIVEWAY, 8 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE,
 NU0378'AND 1 FOOT WEST OF A METAL WITNESS POST SET IN A 10-INCH SQUARE
 NU0378'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 NU0378
 NU0378                          STATION RECOVERY (1972)
 NU0378
 NU0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NU0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0872 ***********************************************************************
 NU0872  DESIGNATION -  A 101
 NU0872  PID         -  NU0872
 NU0872  STATE/COUNTY-  ID/CASSIA
 NU0872  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0872
 NU0872                         *CURRENT SURVEY CONTROL
 NU0872  ___________________________________________________________________
 NU0872* NAD 83(1986)-  42 34 51.     (N)    113 24 31.     (W)     SCALED    
 NU0872* NAVD 88     -      1353.238  (meters)    4439.75   (feet)  ADJUSTED  
 NU0872  ___________________________________________________________________
 NU0872  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 NU0872  DYNAMIC HT  -        1352.447 (meters)    4437.15  (feet)  COMP
 NU0872  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 NU0872
 NU0872  VERT ORDER  -  FIRST     CLASS II
 NU0872
 NU0872.The horizontal coordinates were scaled from a topographic map and have
 NU0872.an estimated accuracy of +/- 6 seconds.
 NU0872
 NU0872.The orthometric height was determined by differential leveling
 NU0872.and adjusted by the National Geodetic Survey in June 1991..
 NU0872
 NU0872.The geoid height was determined by GEOID03.
 NU0872
 NU0872.The dynamic height is computed by dividing the NAVD 88
 NU0872.geopotential number by the normal gravity value computed on the
 NU0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0872.degrees latitude (g = 980.6199 gals.).
 NU0872
 NU0872.The modeled gravity was interpolated from observed gravity values.
 NU0872
 NU0872;                    North         East    Units  Estimated Accuracy
 NU0872;SPC ID C     -   101,710.      548,550.      MT  (+/- 180 meters Scaled)
 NU0872
 NU0872                          SUPERSEDED SURVEY CONTROL
 NU0872
 NU0872  NGVD 29 (??/??/92) 1352.259  (m)         4436.54   (f) ADJ UNCH    1 2
 NU0872
 NU0872.Superseded values are not recommended for survey control.
 NU0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0872.See file dsdata.txt to determine how the superseded data were derived.
 NU0872
 NU0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN023170(NAD 83)
 NU0872_MARKER: DB = BENCH MARK DISK
 NU0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0872_STAMPING: A 101 1960
 NU0872_MARK LOGO: CGS   
 NU0872_PROJECTION: PROJECTING 5 CENTIMETERS
 NU0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0872+STABILITY: SURFACE MOTION
 NU0872
 NU0872  HISTORY     - Date     Condition        Report By
 NU0872  HISTORY     - 1960     MONUMENTED       CGS
 NU0872  HISTORY     - 1983     GOOD             NGS
 NU0872
 NU0872                          STATION DESCRIPTION
 NU0872
 NU0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0872'8.75 MI W FROM RAFT RIVER.
 NU0872'8.75 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0872'STORE, 149 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 NU0872'LANE, 59 FEET NORTH OF THE EAST BOUND TRAFFIC LANE, 2 FEET SOUTH OF A
 NU0872'METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST
 NU0872'PROJECTING 3 INCHES.
 NU0872
 NU0872                          STATION RECOVERY (1983)
 NU0872
 NU0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0872'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0872'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0872'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0872'9.2 KM (5.75 MI) EAST ALONG INTERSTATE 86, 0.6 KM (0.4 MI) WEST OF
 NU0872'MILEPOST 6, 18.0 METERS (59 FT) NORTH OF THE EAST BOUND HIGHWAY
 NU0872'CENTERLINE AND 45.4 METERS (149 FT) SOUTH OF THE WEST BOUND HIGHWAY
 NU0872'CENTERLINE.
 NU0872'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 NU0872'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1049 ***********************************************************************
 NU1049  DESIGNATION -  A 102
 NU1049  PID         -  NU1049
 NU1049  STATE/COUNTY-  ID/CASSIA
 NU1049  USGS QUAD   -  SWEETZER CANYON (1985)
 NU1049
 NU1049                         *CURRENT SURVEY CONTROL
 NU1049  ___________________________________________________________________
 NU1049* NAD 83(1986)-  42 11 25.     (N)    113 01 16.     (W)     SCALED    
 NU1049* NAVD 88     -      1628.452  (meters)    5342.68   (feet)  ADJUSTED  
 NU1049  ___________________________________________________________________
 NU1049  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NU1049  DYNAMIC HT  -        1627.333 (meters)    5339.01  (feet)  COMP
 NU1049  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 NU1049
 NU1049  VERT ORDER  -  SECOND    CLASS 0
 NU1049
 NU1049.The horizontal coordinates were scaled from a topographic map and have
 NU1049.an estimated accuracy of +/- 6 seconds.
 NU1049
 NU1049.The orthometric height was determined by differential leveling
 NU1049.and adjusted by the National Geodetic Survey in June 1991..
 NU1049
 NU1049.The geoid height was determined by GEOID03.
 NU1049
 NU1049.The dynamic height is computed by dividing the NAVD 88
 NU1049.geopotential number by the normal gravity value computed on the
 NU1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1049.degrees latitude (g = 980.6199 gals.).
 NU1049
 NU1049.The modeled gravity was interpolated from observed gravity values.
 NU1049
 NU1049;                    North         East    Units  Estimated Accuracy
 NU1049;SPC ID C     -    58,620.      580,860.      MT  (+/- 180 meters Scaled)
 NU1049
 NU1049                          SUPERSEDED SURVEY CONTROL
 NU1049
 NU1049  NGVD 29 (??/??/92) 1627.330  (m)         5339.00   (f) ADJ UNCH    2 0
 NU1049
 NU1049.Superseded values are not recommended for survey control.
 NU1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1049.See file dsdata.txt to determine how the superseded data were derived.
 NU1049
 NU1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM331728(NAD 83)
 NU1049_MARKER: DB = BENCH MARK DISK
 NU1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1049_STAMPING: A 102 1960
 NU1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1049+STABILITY: SURFACE MOTION
 NU1049
 NU1049  HISTORY     - Date     Condition        Report By
 NU1049  HISTORY     - 1960     MONUMENTED       CGS
 NU1049
 NU1049                          STATION DESCRIPTION
 NU1049
 NU1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1049'24.4 MI SE FROM MALTA.
 NU1049'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1049'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A GRAVEL ROAD, THENCE 2.3
 NU1049'MILES SOUTH, THENCE 11.5 MILES SOUTHEAST ON GRAVEL ROAD THENCE 2.3
 NU1049'MILES SOUTH, THENCE 11.5 MILES SOUTHEAST ON GRAVEL ROAD LEADING TO
 NU1049'JUNIPER, 72 FEET EAST OF A FENCE LINE, 56 FEET EAST OF THE CENTERLINE
 NU1049'OF THE ROAD, 1.9 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, SET
 NU1049'IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1025 ***********************************************************************
 NU1025  DESIGNATION -  A 103
 NU1025  PID         -  NU1025
 NU1025  STATE/COUNTY-  ID/CASSIA
 NU1025  USGS QUAD   -  MALTA (1968)
 NU1025
 NU1025                         *CURRENT SURVEY CONTROL
 NU1025  ___________________________________________________________________
 NU1025* NAD 83(1986)-  42 19 42.     (N)    113 15 56.     (W)     SCALED    
 NU1025* NAVD 88     -      1409.706  (meters)    4625.01   (feet)  ADJUSTED  
 NU1025  ___________________________________________________________________
 NU1025  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NU1025  DYNAMIC HT  -        1408.810 (meters)    4622.07  (feet)  COMP
 NU1025  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 NU1025
 NU1025  VERT ORDER  -  SECOND    CLASS 0
 NU1025
 NU1025.The horizontal coordinates were scaled from a topographic map and have
 NU1025.an estimated accuracy of +/- 6 seconds.
 NU1025
 NU1025.The orthometric height was determined by differential leveling
 NU1025.and adjusted by the National Geodetic Survey in June 1991..
 NU1025
 NU1025.The geoid height was determined by GEOID03.
 NU1025
 NU1025.The dynamic height is computed by dividing the NAVD 88
 NU1025.geopotential number by the normal gravity value computed on the
 NU1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1025.degrees latitude (g = 980.6199 gals.).
 NU1025
 NU1025.The modeled gravity was interpolated from observed gravity values.
 NU1025
 NU1025;                    North         East    Units  Estimated Accuracy
 NU1025;SPC ID C     -    73,750.      560,530.      MT  (+/- 180 meters Scaled)
 NU1025
 NU1025                          SUPERSEDED SURVEY CONTROL
 NU1025
 NU1025  NGVD 29 (??/??/92) 1408.667  (m)         4621.60   (f) ADJ UNCH    2 0
 NU1025
 NU1025.Superseded values are not recommended for survey control.
 NU1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1025.See file dsdata.txt to determine how the superseded data were derived.
 NU1025
 NU1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM133887(NAD 83)
 NU1025_MARKER: DB = BENCH MARK DISK
 NU1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1025_STAMPING: A 103 1960
 NU1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1025+STABILITY: SURFACE MOTION
 NU1025
 NU1025  HISTORY     - Date     Condition        Report By
 NU1025  HISTORY     - 1960     MONUMENTED       CGS
 NU1025
 NU1025                          STATION DESCRIPTION
 NU1025
 NU1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1025'6.0 MI E FROM MALTA.
 NU1025'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1025'GRAVEL ROAD, THENCE 5.55 MILES EAST, 155 FEET NORTH OF THE CENTERLINE
 NU1025'OF THE ROAD, 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A
 NU1025'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0123 ***********************************************************************
 NW0123  DESIGNATION -  A 106
 NW0123  PID         -  NW0123
 NW0123  STATE/COUNTY-  ID/OWYHEE
 NW0123  USGS QUAD   -  JORDAN VALLEY (1969)
 NW0123
 NW0123                         *CURRENT SURVEY CONTROL
 NW0123  ___________________________________________________________________
 NW0123* NAD 83(1986)-  42 57 33.     (N)    117 01 17.     (W)     SCALED    
 NW0123* NAVD 88     -      1349.319  (meters)    4426.89   (feet)  ADJUSTED  
 NW0123  ___________________________________________________________________
 NW0123  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 NW0123  DYNAMIC HT  -        1348.586 (meters)    4424.49  (feet)  COMP
 NW0123  MODELED GRAV-     980,030.0   (mgal)                       NAVD 88
 NW0123
 NW0123  VERT ORDER  -  SECOND    CLASS 0
 NW0123
 NW0123.The horizontal coordinates were scaled from a topographic map and have
 NW0123.an estimated accuracy of +/- 6 seconds.
 NW0123
 NW0123.The orthometric height was determined by differential leveling
 NW0123.and adjusted by the National Geodetic Survey in June 1991..
 NW0123
 NW0123.The geoid height was determined by GEOID03.
 NW0123
 NW0123.The dynamic height is computed by dividing the NAVD 88
 NW0123.geopotential number by the normal gravity value computed on the
 NW0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0123.degrees latitude (g = 980.6199 gals.).
 NW0123
 NW0123.The modeled gravity was interpolated from observed gravity values.
 NW0123
 NW0123;                    North         East    Units  Estimated Accuracy
 NW0123;SPC ID W     -   144,350.      696,270.      MT  (+/- 180 meters Scaled)
 NW0123
 NW0123                          SUPERSEDED SURVEY CONTROL
 NW0123
 NW0123  NGVD 29 (??/??/92) 1348.247  (m)         4423.37   (f) ADJ UNCH    2 0
 NW0123
 NW0123.Superseded values are not recommended for survey control.
 NW0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0123.See file dsdata.txt to determine how the superseded data were derived.
 NW0123
 NW0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH982562(NAD 83)
 NW0123_MARKER: DB = BENCH MARK DISK
 NW0123_SETTING: 66 = SET IN ROCK OUTCROP
 NW0123_SP_SET: OUTCROP
 NW0123_STAMPING: A 106 1963
 NW0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0123+STABILITY: POSITION/ELEVATION WELL
 NW0123
 NW0123  HISTORY     - Date     Condition        Report By
 NW0123  HISTORY     - 1963     MONUMENTED       CGS
 NW0123
 NW0123                          STATION DESCRIPTION
 NW0123
 NW0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0123'2.2 MI E FROM JORDAN VALLEY, OR.
 NW0123'2.2 MILES EAST ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL AT
 NW0123'JORDAN VALLEY, 0.3 MILE EAST OF THE IDAHO-OREGON STATE LINE, 0.3 MILE
 NW0123'WEST OF A CATTLEGUARD, 0.1 MILE WEST OF A POWER LINE POLE CROSSING, ON
 NW0123'THE INSIDE OF A CURVE, 26 1/2 FEET NORTH OF THE CENTER LINE OF THE
 NW0123'ROAD, 114 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE, IN THE TOP OF A 4
 NW0123'BY 10-FOOT OUTCROP PROJECTING 1/2 FOOT ABOVE THE GROUND, 4.6 FEET EAST
 NW0123'OF A WITNESS POST, AND ABOUT 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0069 ***********************************************************************
 NW0069  DESIGNATION -  A 107
 NW0069  PID         -  NW0069
 NW0069  STATE/COUNTY-  ID/OWYHEE
 NW0069  USGS QUAD   -  BULL BASIN CAMP (1977)
 NW0069
 NW0069                         *CURRENT SURVEY CONTROL
 NW0069  ___________________________________________________________________
 NW0069* NAD 83(1986)-  42 19 45.     (N)    116 53 56.     (W)     SCALED    
 NW0069* NAVD 88     -      1591.755  (meters)    5222.28   (feet)  ADJUSTED  
 NW0069  ___________________________________________________________________
 NW0069  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 NW0069  DYNAMIC HT  -        1590.675 (meters)    5218.74  (feet)  COMP
 NW0069  MODELED GRAV-     979,886.9   (mgal)                       NAVD 88
 NW0069
 NW0069  VERT ORDER  -  SECOND    CLASS 0
 NW0069
 NW0069.The horizontal coordinates were scaled from a topographic map and have
 NW0069.an estimated accuracy of +/- 6 seconds.
 NW0069
 NW0069.The orthometric height was determined by differential leveling
 NW0069.and adjusted by the National Geodetic Survey in June 1991..
 NW0069
 NW0069.The geoid height was determined by GEOID03.
 NW0069
 NW0069.The dynamic height is computed by dividing the NAVD 88
 NW0069.geopotential number by the normal gravity value computed on the
 NW0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0069.degrees latitude (g = 980.6199 gals.).
 NW0069
 NW0069.The modeled gravity was interpolated from observed gravity values.
 NW0069
 NW0069;                    North         East    Units  Estimated Accuracy
 NW0069;SPC ID W     -    74,220.      705,310.      MT  (+/- 180 meters Scaled)
 NW0069
 NW0069                          SUPERSEDED SURVEY CONTROL
 NW0069
 NW0069  NGVD 29 (??/??/92) 1590.581  (m)         5218.43   (f) ADJ UNCH    2 0
 NW0069
 NW0069.Superseded values are not recommended for survey control.
 NW0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0069.See file dsdata.txt to determine how the superseded data were derived.
 NW0069
 NW0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG083863(NAD 83)
 NW0069_MARKER: DB = BENCH MARK DISK
 NW0069_SETTING: 66 = SET IN ROCK OUTCROP
 NW0069_SP_SET: OUTCROP
 NW0069_STAMPING: A 107 1963
 NW0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0069+STABILITY: POSITION/ELEVATION WELL
 NW0069
 NW0069  HISTORY     - Date     Condition        Report By
 NW0069  HISTORY     - 1963     MONUMENTED       CGS
 NW0069
 NW0069                          STATION DESCRIPTION
 NW0069
 NW0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0069'10.25 MI SE FROM C RANCH, OR.
 NW0069'10.25 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, AT THE TOP
 NW0069'OF A HILL, 100 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF
 NW0069'A 5 BY 14-FOOT OUTCROP PROJECTING 1.5 FEET ABOVE THE GROUND, 5.4 FEET
 NW0069'WEST OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0047 ***********************************************************************
 NW0047  DESIGNATION -  A 108
 NW0047  PID         -  NW0047
 NW0047  STATE/COUNTY-  ID/OWYHEE
 NW0047  USGS QUAD   -  SHOOFLY SPRINGS (1972)
 NW0047
 NW0047                         *CURRENT SURVEY CONTROL
 NW0047  ___________________________________________________________________
 NW0047* NAD 83(1986)-  42 15 11.     (N)    116 17 04.     (W)     SCALED    
 NW0047* NAVD 88     -      1651.148  (meters)    5417.14   (feet)  ADJUSTED  
 NW0047  ___________________________________________________________________
 NW0047  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 NW0047  DYNAMIC HT  -        1650.020 (meters)    5413.44  (feet)  COMP
 NW0047  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 NW0047
 NW0047  VERT ORDER  -  SECOND    CLASS 0
 NW0047
 NW0047.The horizontal coordinates were scaled from a topographic map and have
 NW0047.an estimated accuracy of +/- 6 seconds.
 NW0047
 NW0047.The orthometric height was determined by differential leveling
 NW0047.and adjusted by the National Geodetic Survey in June 1991..
 NW0047
 NW0047.The geoid height was determined by GEOID03.
 NW0047
 NW0047.The dynamic height is computed by dividing the NAVD 88
 NW0047.geopotential number by the normal gravity value computed on the
 NW0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0047.degrees latitude (g = 980.6199 gals.).
 NW0047
 NW0047.The modeled gravity was interpolated from observed gravity values.
 NW0047
 NW0047;                    North         East    Units  Estimated Accuracy
 NW0047;SPC ID W     -    65,270.      755,900.      MT  (+/- 180 meters Scaled)
 NW0047
 NW0047                          SUPERSEDED SURVEY CONTROL
 NW0047
 NW0047  NGVD 29 (??/??/92) 1649.991  (m)         5413.35   (f) ADJ UNCH    2 0
 NW0047
 NW0047.Superseded values are not recommended for survey control.
 NW0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0047.See file dsdata.txt to determine how the superseded data were derived.
 NW0047
 NW0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG590781(NAD 83)
 NW0047_MARKER: DB = BENCH MARK DISK
 NW0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0047_STAMPING: A 108 1963
 NW0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0047+STABILITY: SURFACE MOTION
 NW0047
 NW0047  HISTORY     - Date     Condition        Report By
 NW0047  HISTORY     - 1963     MONUMENTED       CGS
 NW0047
 NW0047                          STATION DESCRIPTION
 NW0047
 NW0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0047'14.35 MI NW FROM RIDDLE.
 NW0047'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0047'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0047'ALONG A GRAVELED ROAD, THENCE 7.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0047'0.05 MILE EAST OF THE CROSSING OF A DRY WASH, 31 1/2 FEET SOUTH OF THE
 NW0047'CENTER LINE OF THE ROAD, 1.7 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 NW0047'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 NW0047'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0108 ***********************************************************************
 NW0108  DESIGNATION -  A 109
 NW0108  PID         -  NW0108
 NW0108  STATE/COUNTY-  ID/OWYHEE
 NW0108  USGS QUAD   -  PIUTE BASIN EAST (1973)
 NW0108
 NW0108                         *CURRENT SURVEY CONTROL
 NW0108  ___________________________________________________________________
 NW0108* NAD 83(1986)-  42 12 58.     (N)    116 33 43.     (W)     SCALED    
 NW0108* NAVD 88     -      1505.518  (meters)    4939.35   (feet)  ADJUSTED  
 NW0108  ___________________________________________________________________
 NW0108  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 NW0108  DYNAMIC HT  -        1504.523 (meters)    4936.09  (feet)  COMP
 NW0108  MODELED GRAV-     979,907.9   (mgal)                       NAVD 88
 NW0108
 NW0108  VERT ORDER  -  SECOND    CLASS 0
 NW0108
 NW0108.The horizontal coordinates were scaled from a topographic map and have
 NW0108.an estimated accuracy of +/- 6 seconds.
 NW0108
 NW0108.The orthometric height was determined by differential leveling
 NW0108.and adjusted by the National Geodetic Survey in June 1991..
 NW0108
 NW0108.The geoid height was determined by GEOID03.
 NW0108
 NW0108.The dynamic height is computed by dividing the NAVD 88
 NW0108.geopotential number by the normal gravity value computed on the
 NW0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0108.degrees latitude (g = 980.6199 gals.).
 NW0108
 NW0108.The modeled gravity was interpolated from observed gravity values.
 NW0108
 NW0108;                    North         East    Units  Estimated Accuracy
 NW0108;SPC ID W     -    61,340.      732,960.      MT  (+/- 180 meters Scaled)
 NW0108
 NW0108                          SUPERSEDED SURVEY CONTROL
 NW0108
 NW0108  NGVD 29 (??/??/92) 1504.393  (m)         4935.66   (f) ADJ UNCH    2 0
 NW0108
 NW0108.Superseded values are not recommended for survey control.
 NW0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0108.See file dsdata.txt to determine how the superseded data were derived.
 NW0108
 NW0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG361738(NAD 83)
 NW0108_MARKER: DB = BENCH MARK DISK
 NW0108_SETTING: 66 = SET IN ROCK OUTCROP
 NW0108_SP_SET: LAVA OUTCROP
 NW0108_STAMPING: A 109 1963
 NW0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0108+STABILITY: POSITION/ELEVATION WELL
 NW0108
 NW0108  HISTORY     - Date     Condition        Report By
 NW0108  HISTORY     - 1963     MONUMENTED       CGS
 NW0108
 NW0108                          STATION DESCRIPTION
 NW0108
 NW0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0108'36.5 MI W FROM RIDDLE.
 NW0108'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0108'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0108'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0108'THENCE 7.2 MILES WEST ALONG A DIRT ROAD, THENCE 7.6 MILES SOUTHWEST
 NW0108'ALONG A PIPE LINE ROAD, THENCE 5.35 MILES WEST ALONG A DIRT ROAD, 0.05
 NW0108'MILE SOUTHEAST OF A STOCK POND, ON A KNOLL, 35 1/2 FEET NORTHWEST OF
 NW0108'THE CENTER LINE OF THE ROAD, IN THE TOP OF A LAVA OUTCROP PROJECTING 2
 NW0108'FEET ABOVE THE GROUND, 21.4 FEET NORTHWEST OF A WITNESS POST, AND
 NW0108'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0084 ***********************************************************************
 NW0084  DESIGNATION -  A 109 X
 NW0084  PID         -  NW0084
 NW0084  STATE/COUNTY-  ID/OWYHEE
 NW0084  USGS QUAD   -  RED BASIN (1973)
 NW0084
 NW0084                         *CURRENT SURVEY CONTROL
 NW0084  ___________________________________________________________________
 NW0084* NAD 83(1986)-  42 15 42.     (N)    116 51 13.     (W)     SCALED    
 NW0084* NAVD 88     -      1425.283  (meters)    4676.12   (feet)  ADJUSTED  
 NW0084  ___________________________________________________________________
 NW0084  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 NW0084  DYNAMIC HT  -        1424.316 (meters)    4672.94  (feet)  COMP
 NW0084  MODELED GRAV-     979,893.8   (mgal)                       NAVD 88
 NW0084
 NW0084  VERT ORDER  -  SECOND    CLASS 0
 NW0084
 NW0084.The horizontal coordinates were scaled from a topographic map and have
 NW0084.an estimated accuracy of +/- 6 seconds.
 NW0084
 NW0084.The orthometric height was determined by differential leveling
 NW0084.and adjusted by the National Geodetic Survey in June 1991..
 NW0084
 NW0084.The geoid height was determined by GEOID03.
 NW0084
 NW0084.The dynamic height is computed by dividing the NAVD 88
 NW0084.geopotential number by the normal gravity value computed on the
 NW0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0084.degrees latitude (g = 980.6199 gals.).
 NW0084
 NW0084.The modeled gravity was interpolated from observed gravity values.
 NW0084
 NW0084;                    North         East    Units  Estimated Accuracy
 NW0084;SPC ID W     -    66,670.      708,950.      MT  (+/- 180 meters Scaled)
 NW0084
 NW0084                          SUPERSEDED SURVEY CONTROL
 NW0084
 NW0084  NGVD 29 (??/??/92) 1424.117  (m)         4672.29   (f) ADJ UNCH    2 0
 NW0084
 NW0084.Superseded values are not recommended for survey control.
 NW0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0084.See file dsdata.txt to determine how the superseded data were derived.
 NW0084
 NW0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG120788(NAD 83)
 NW0084_MARKER: DB = BENCH MARK DISK
 NW0084_SETTING: 80 = SET IN A BOULDER
 NW0084_SP_SET: LAVA BOULDER
 NW0084_STAMPING: A 109X 1963
 NW0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0084+STABILITY: SURFACE MOTION
 NW0084
 NW0084  HISTORY     - Date     Condition        Report By
 NW0084  HISTORY     - 1963     MONUMENTED       CGS
 NW0084
 NW0084                          STATION DESCRIPTION
 NW0084
 NW0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0084'18.7 MI SE FROM C RANCH, OR.
 NW0084'16.6 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, THENCE 0.6
 NW0084'MILE EAST ACROSS COUNTRY, THENCE 0.5 MILE EAST UP A WASH, THENCE 0.5
 NW0084'MILE NORTH-NORTHEAST ACROSS COUNTRY, THENCE 0.5 MILE EAST ACROSS
 NW0084'COUNTRY, 0.5 MILE WEST DOWN A CANYON FROM BENCH MARK Z 109, ON THE
 NW0084'NORTH SIDE OF THE CANYON, AT A GROUP OF SEVEN CEDAR TREES, IN THE TOP
 NW0084'OF A 3 BY 3-FOOT LAVA BOULDER PROJECTING 0.6 FOOT ABOVE THE GROUND, 42
 NW0084'FEET NORTH OF A 36-INCH CEDAR TREE, 38 FEET NORTH OF THE APPROXIMATE
 NW0084'CENTER OF THE CANYON, 9.6 FEET EAST OF A WITNESS POST, AND ABOUT 1/2
 NW0084'FOOT HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0364 ***********************************************************************
 PY0364  DESIGNATION -  A 11
 PY0364  PID         -  PY0364
 PY0364  STATE/COUNTY-  ID/FREMONT
 PY0364  USGS QUAD   -  REAS PASS (1986)
 PY0364
 PY0364                         *CURRENT SURVEY CONTROL
 PY0364  ___________________________________________________________________
 PY0364* NAD 83(1986)-  44 33 34.     (N)    111 12 02.     (W)     SCALED    
 PY0364* NAVD 88     -      2101.286  (meters)    6893.97   (feet)  POSTED    
 PY0364  ___________________________________________________________________
 PY0364  GEOID HEIGHT-          -8.97  (meters)                     GEOID03
 PY0364  DYNAMIC HT  -        2100.020 (meters)    6889.82  (feet)  COMP
 PY0364  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 PY0364
 PY0364  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PY0364
 PY0364.The horizontal coordinates were scaled from a topographic map and have
 PY0364.an estimated accuracy of +/- 6 seconds.
 PY0364
 PY0364.The orthometric height was determined by differential leveling
 PY0364.and adjusted by the National Geodetic Survey in 1992..
 PY0364.No vertical observational check was made to the station.
 PY0364.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PY0364.was located on a no-check spur therefore a value was not computed.
 PY0364
 PY0364.The geoid height was determined by GEOID03.
 PY0364
 PY0364.The dynamic height is computed by dividing the NAVD 88
 PY0364.geopotential number by the normal gravity value computed on the
 PY0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0364.degrees latitude (g = 980.6199 gals.).
 PY0364
 PY0364.The modeled gravity was interpolated from observed gravity values.
 PY0364
 PY0364;                    North         East    Units  Estimated Accuracy
 PY0364;SPC ID E     -   321,810.      276,750.      MT  (+/- 180 meters Scaled)
 PY0364
 PY0364                          SUPERSEDED SURVEY CONTROL
 PY0364
 PY0364  NGVD 29 (??/??/92) 2099.803  (m)         6889.10   (f) ADJ UNCH    1 2
 PY0364
 PY0364.Superseded values are not recommended for survey control.
 PY0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0364.See file dsdata.txt to determine how the superseded data were derived.
 PY0364
 PY0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ840340(NAD 83)
 PY0364_MARKER: DB = BENCH MARK DISK
 PY0364_SETTING: 80 = SET IN A BOULDER
 PY0364_STAMPING: A 11 1923
 PY0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0364+STABILITY: SURFACE MOTION
 PY0364
 PY0364  HISTORY     - Date     Condition        Report By
 PY0364  HISTORY     - 1923     MONUMENTED       CGS
 PY0364  HISTORY     - 1960     GOOD             NGS
 PY0364
 PY0364                          STATION DESCRIPTION
 PY0364
 PY0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0364'5.85 MI NE FROM BIG SPRINGS.
 PY0364'5.85 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0364'AT BIG SPRINGS, 44.5 FEET SOUTH OF THE TWELFTH POLE SOUTHWEST OF
 PY0364'MILEPOLE 97, IN TOP OF A 3-BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 1
 PY0364'FOOT ABOVE THE GROUND, 14 FEET NORTHWEST OF THE NORTHWEST RAIL, 200
 PY0364'FEET SOUTHWEST AND ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF A
 PY0364'SECTION CAR SET-OFF, AND ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0430 ***********************************************************************
 NV0430  DESIGNATION -  A 113
 NV0430  PID         -  NV0430
 NV0430  STATE/COUNTY-  ID/TWIN FALLS
 NV0430  USGS QUAD   -  FILER (1992)
 NV0430
 NV0430                         *CURRENT SURVEY CONTROL
 NV0430  ___________________________________________________________________
 NV0430* NAD 83(1986)-  42 31 29.     (N)    114 32 07.     (W)     SCALED    
 NV0430* NAVD 88     -      1193.437  (meters)    3915.47   (feet)  ADJUSTED  
 NV0430  ___________________________________________________________________
 NV0430  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 NV0430  DYNAMIC HT  -        1192.787 (meters)    3913.34  (feet)  COMP
 NV0430  MODELED GRAV-     980,034.5   (mgal)                       NAVD 88
 NV0430
 NV0430  VERT ORDER  -  SECOND    CLASS 0
 NV0430
 NV0430.The horizontal coordinates were scaled from a topographic map and have
 NV0430.an estimated accuracy of +/- 6 seconds.
 NV0430
 NV0430.The orthometric height was determined by differential leveling
 NV0430.and adjusted by the National Geodetic Survey in June 1991..
 NV0430
 NV0430.The geoid height was determined by GEOID03.
 NV0430
 NV0430.The dynamic height is computed by dividing the NAVD 88
 NV0430.geopotential number by the normal gravity value computed on the
 NV0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0430.degrees latitude (g = 980.6199 gals.).
 NV0430
 NV0430.The modeled gravity was interpolated from observed gravity values.
 NV0430
 NV0430;                    North         East    Units  Estimated Accuracy
 NV0430;SPC ID C     -    95,440.      456,020.      MT  (+/- 180 meters Scaled)
 NV0430
 NV0430                          SUPERSEDED SURVEY CONTROL
 NV0430
 NV0430  NGVD 29 (??/??/92) 1192.532  (m)         3912.50   (f) ADJ UNCH    2 0
 NV0430
 NV0430.Superseded values are not recommended for survey control.
 NV0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0430.See file dsdata.txt to determine how the superseded data were derived.
 NV0430
 NV0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH024109(NAD 83)
 NV0430_MARKER: DB = BENCH MARK DISK
 NV0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0430_SP_SET: IRRIGATION DITCH
 NV0430_STAMPING: A 113 1963
 NV0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0430
 NV0430  HISTORY     - Date     Condition        Report By
 NV0430  HISTORY     - 1963     MONUMENTED       CGS
 NV0430
 NV0430                          STATION DESCRIPTION
 NV0430
 NV0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NV0430'4.1 MI SW FROM TWIN FALLS.
 NV0430'4.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0430'AT TWIN FALLS, 46.0 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD,
 NV0430'16.0 FEET SOUTH OF THE SOUTH RAIL, AND 82.0 FEET SOUTHEAST OF THE
 NV0430'CENTERLINE INTERSECTION OF THE NORTH-SOUTH ROAD AND THE RAILROAD
 NV0430'TRACK.  THE MARK IS A STANDARD B.M. DISK SET IN A DRILL HOLE IN A
 NV0430'CONCRETE IRRIGATION DITCH HEADWALL ABOUT 5 FEET ABOVE THE RAILROAD
 NV0430'TRACK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0025 ***********************************************************************
 NU0025  DESIGNATION -  A 115
 NU0025  PID         -  NU0025
 NU0025  STATE/COUNTY-  ID/BANNOCK
 NU0025  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU0025
 NU0025                         *CURRENT SURVEY CONTROL
 NU0025  ___________________________________________________________________
 NU0025* NAD 83(1986)-  42 46 13.     (N)    112 13 26.     (W)     SCALED    
 NU0025* NAVD 88     -      1391.052  (meters)    4563.81   (feet)  ADJUSTED  
 NU0025  ___________________________________________________________________
 NU0025  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NU0025  DYNAMIC HT  -        1390.233 (meters)    4561.12  (feet)  COMP
 NU0025  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 NU0025
 NU0025  VERT ORDER  -  FIRST     CLASS I
 NU0025
 NU0025.The horizontal coordinates were scaled from a topographic map and have
 NU0025.an estimated accuracy of +/- 6 seconds.
 NU0025
 NU0025.The orthometric height was determined by differential leveling
 NU0025.and adjusted by the National Geodetic Survey in June 1991..
 NU0025
 NU0025.The geoid height was determined by GEOID03.
 NU0025
 NU0025.The dynamic height is computed by dividing the NAVD 88
 NU0025.geopotential number by the normal gravity value computed on the
 NU0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0025.degrees latitude (g = 980.6199 gals.).
 NU0025
 NU0025.The modeled gravity was interpolated from observed gravity values.
 NU0025
 NU0025;                    North         East    Units  Estimated Accuracy
 NU0025;SPC ID E     -   122,580.      195,320.      MT  (+/- 180 meters Scaled)
 NU0025
 NU0025                          SUPERSEDED SURVEY CONTROL
 NU0025
 NU0025  NGVD 29 (??/??/92) 1390.00   (m)         4560.4    (f) COMPUTED    1 1
 NU0025
 NU0025.Superseded values are not recommended for survey control.
 NU0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0025.See file dsdata.txt to determine how the superseded data were derived.
 NU0025
 NU0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN998360(NAD 83)
 NU0025_MARKER: DB = BENCH MARK DISK
 NU0025_SETTING: 66 = SET IN ROCK OUTCROP
 NU0025_SP_SET: GRANITE OUTCROP
 NU0025_STAMPING: A 115 1958
 NU0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0025+STABILITY: POSITION/ELEVATION WELL
 NU0025
 NU0025  HISTORY     - Date     Condition        Report By
 NU0025  HISTORY     - 1958     MONUMENTED       CGS
 NU0025  HISTORY     - 1967     GOOD             NGS
 NU0025
 NU0025                          STATION DESCRIPTION
 NU0025
 NU0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0025'8.35 MI N FROM MCCAMMON.
 NU0025'8.35 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0025'MCCAMMON, 5 1/3 POLES SOUTH AND ACROSS THE TRACK FROM MILEPOLE 200, 2
 NU0025'2/3 POLES NORTH OF A SEMAPHORE, IN TOP OF A 10-BY 12-FOOT GRANITE
 NU0025'OUTCROP WHICH PROJECTS 6 FEET ABOVE THE GROUND, 64 FEET EAST OF THE
 NU0025'EAST RAIL OF THE EAST TRACK, AND 2 FEET LOWER THAN THE TRACK.
 NU0025
 NU0025                          STATION RECOVERY (1967)
 NU0025
 NU0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0952 ***********************************************************************
 NU0952  DESIGNATION -  A 116
 NU0952  PID         -  NU0952
 NU0952  STATE/COUNTY-  ID/CASSIA
 NU0952  USGS QUAD   -  IDAHOME (1978)
 NU0952
 NU0952                         *CURRENT SURVEY CONTROL
 NU0952  ___________________________________________________________________
 NU0952* NAD 83(1986)-  42 24 08.     (N)    113 23 25.     (W)     SCALED    
 NU0952* NAVD 88     -      1348.510  (meters)    4424.24   (feet)  ADJUSTED  
 NU0952  ___________________________________________________________________
 NU0952  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 NU0952  DYNAMIC HT  -        1347.669 (meters)    4421.48  (feet)  COMP
 NU0952  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 NU0952
 NU0952  VERT ORDER  -  FIRST     CLASS II
 NU0952
 NU0952.The horizontal coordinates were scaled from a topographic map and have
 NU0952.an estimated accuracy of +/- 6 seconds.
 NU0952
 NU0952.The orthometric height was determined by differential leveling
 NU0952.and adjusted by the National Geodetic Survey in June 1991..
 NU0952
 NU0952.The geoid height was determined by GEOID03.
 NU0952
 NU0952.The dynamic height is computed by dividing the NAVD 88
 NU0952.geopotential number by the normal gravity value computed on the
 NU0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0952.degrees latitude (g = 980.6199 gals.).
 NU0952
 NU0952.The modeled gravity was interpolated from observed gravity values.
 NU0952
 NU0952;                    North         East    Units  Estimated Accuracy
 NU0952;SPC ID C     -    81,880.      550,190.      MT  (+/- 180 meters Scaled)
 NU0952
 NU0952                          SUPERSEDED SURVEY CONTROL
 NU0952
 NU0952  NGVD 29 (??/??/92) 1347.484  (m)         4420.87   (f) ADJ UNCH    1 2
 NU0952
 NU0952.Superseded values are not recommended for survey control.
 NU0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0952.See file dsdata.txt to determine how the superseded data were derived.
 NU0952
 NU0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM032972(NAD 83)
 NU0952_MARKER: DB = BENCH MARK DISK
 NU0952_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU0952_SP_SET: PREFAB CONC. POST IN EARTH
 NU0952_STAMPING: A 116 1958
 NU0952_MARK LOGO: CGS   
 NU0952_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0952
 NU0952  HISTORY     - Date     Condition        Report By
 NU0952  HISTORY     - 1958     MONUMENTED       CGS
 NU0952  HISTORY     - 19741210 GOOD             USGS
 NU0952
 NU0952                          STATION DESCRIPTION
 NU0952
 NU0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0952'6.75 MI N FROM MALTA.
 NU0952'6.75 MILES NORTH ALONG U.S. HIGHWAY 30 SOUTH FROM THE POST OFFICE AT
 NU0952'MALTA, 1.05 MILES SOUTHEAST OF AN ABANDONED C.A.A. AIRWAY BEACON TOWER
 NU0952'AT IDAHOME, 0.1 MILE NORTHWEST OF THE INTERSECTION OF A DRIVEWAY
 NU0952'LEADING WEST TO A FARM AND A TRACK ROAD EAST, IN LINE WITH A ROW OF
 NU0952'TELEPHONE POLES, AT THE Y JUNCTION OF FENCES, 50 1/2 FEET NORTHEAST OF
 NU0952'THE CENTER LINE OF THE HIGHWAY, 10 FEET SOUTHWEST AND ACROSS A FENCE
 NU0952'FROM THE CENTER OF A SMALL IRRIGATION DITCH, 9 1/2 FEET NORTHWEST OF A
 NU0952'TELEPHONE POLE, 3.8 FEET SOUTHWEST OF A FENCE CORNER POST, 2.2 FEET
 NU0952'SOUTHEAST OF A WITNESS POST, 1 1/2 FEET LOWER THAN THE HIGHWAY, AND
 NU0952'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NU0952'GROUND.
 NU0952
 NU0952                          STATION RECOVERY (1974)
 NU0952
 NU0952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0521 ***********************************************************************
 OY0521  DESIGNATION -  A 117
 OY0521  PID         -  OY0521
 OY0521  STATE/COUNTY-  ID/BUTTE
 OY0521  USGS QUAD   -  ARCO SOUTH (1972)
 OY0521
 OY0521                         *CURRENT SURVEY CONTROL
 OY0521  ___________________________________________________________________
 OY0521* NAD 83(1999)-  43 37 17.04867(N)    113 18 22.74776(W)     ADJUSTED  
 OY0521* NAVD 88     -      1617.958  (meters)    5308.25   (feet)  ADJUSTED  
 OY0521  ___________________________________________________________________
 OY0521  X           -  -1,830,166.992 (meters)                     COMP
 OY0521  Y           -  -4,248,310.476 (meters)                     COMP
 OY0521  Z           -   4,378,843.779 (meters)                     COMP
 OY0521  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 OY0521  ELLIP HEIGHT-        1605.80  (meters)          (04/16/01) GPS OBS
 OY0521  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 OY0521  DYNAMIC HT  -        1617.036 (meters)    5305.23  (feet)  COMP
 OY0521  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 OY0521
 OY0521  HORZ ORDER  -  FIRST
 OY0521  VERT ORDER  -  FIRST     CLASS II
 OY0521  ELLP ORDER  -  FOURTH    CLASS II
 OY0521
 OY0521.The horizontal coordinates were established by GPS observations
 OY0521.and adjusted by the National Geodetic Survey in April 2001..
 OY0521.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0521.DATUM ITEM on the data sheet items page.
 OY0521
 OY0521.The orthometric height was determined by differential leveling
 OY0521.and adjusted by the National Geodetic Survey in December 1992..
 OY0521
 OY0521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0521
 OY0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0521
 OY0521.The ellipsoidal height was determined by GPS observations
 OY0521.and is referenced to NAD 83.
 OY0521
 OY0521.The geoid height was determined by GEOID03.
 OY0521
 OY0521.The dynamic height is computed by dividing the NAVD 88
 OY0521.geopotential number by the normal gravity value computed on the
 OY0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0521.degrees latitude (g = 980.6199 gals.).
 OY0521
 OY0521.The modeled gravity was interpolated from observed gravity values.
 OY0521
 OY0521;                    North         East     Units Scale Factor Converg.
 OY0521;SPC ID C     -   217,365.806   555,987.215   MT  0.99998591   +0 28 42.9
 OY0521;UTM  12      - 4,832,408.701   313,918.710   MT  1.00002593   -1 35 29.6
 OY0521
 OY0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0521!SPC ID C     -   0.99974825  x   0.99998591  =   0.99973417
 OY0521!UTM  12      -   0.99974825  x   1.00002593  =   0.99977418
 OY0521
 OY0521                          SUPERSEDED SURVEY CONTROL
 OY0521
 OY0521  NAD 83(1992)-  43 37 17.04798(N)    113 18 22.74520(W) AD(       ) 1
 OY0521  ELLIP H (01/22/97) 1605.88   (m)                       GP(       ) 4 1
 OY0521  NAVD 88 (06/15/91) 1617.961  (m)         5308.26   (f) UNKNOWN     1 2
 OY0521  NGVD 29 (08/20/92) 1616.842  (m)         5304.59   (f) ADJUSTED    1 2
 OY0521
 OY0521.Superseded values are not recommended for survey control.
 OY0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0521.See file dsdata.txt to determine how the superseded data were derived.
 OY0521
 OY0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP1391932409(NAD 83)
 OY0521_MARKER: DB = BENCH MARK DISK
 OY0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0521_SP_SET: CONCRETE POST
 OY0521_STAMPING: A 117 1958
 OY0521_MARK LOGO: CGS   
 OY0521_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0521+STABILITY: SURFACE MOTION
 OY0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0521+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2001
 OY0521
 OY0521  HISTORY     - Date     Condition        Report By
 OY0521  HISTORY     - 1958     MONUMENTED       CGS
 OY0521  HISTORY     - 19920619 GOOD             NGS
 OY0521  HISTORY     - 19960822 GOOD             NGS
 OY0521  HISTORY     - 20011126 GOOD             IDTD
 OY0521
 OY0521                          STATION DESCRIPTION
 OY0521
 OY0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0521'1.0 MI S FROM ARCO.
 OY0521'1.0 MILE SOUTH ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO, 0.2
 OY0521'MILE SOUTH OF THE INTERSECTION OF A GRAVEL ROAD, 41 1/2 FEET WEST OF
 OY0521'THE CENTER LINE OF THE HIGHWAY, 108.6 FEET SOUTHEAST OF THE SOUTHEAST
 OY0521'CORNER OF A RED CONCRETE BLOCK HOUSE, 82 FEET SOUTH OF A FENCE CORNER,
 OY0521'4 FEET WEST OF TELEPHONE POLE 1, 1.6 FEET NORTH OF A WITNESS POST, 0.7
 OY0521'FOOT EAST OF A FENCE, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN
 OY0521'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0521
 OY0521                          STATION RECOVERY (1992)
 OY0521
 OY0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0521'1.7 KM (1.05 MI) SOUTHERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY0521'COURTHOUSE IN ARCO, 46.1 M (151.2 FT) SOUTH OF THE CENTER OF A
 OY0521'DRIVEWAY, 11.8 M (38.7 FT) WEST OF THE HIGHWAY CENTERLINE, 1.3 M (4.3
 OY0521'FT) WEST OF A UTILITY POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OY0521'HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST AND FENCE, AND THE
 OY0521'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OY0521
 OY0521                          STATION RECOVERY (1996)
 OY0521
 OY0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 OY0521'THE STATION IS 1 MI (1.6 KM) SOUTH OF ARCO ON THE WEST SIDE OF U.S.
 OY0521'HIGHWAY 20/26.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 OY0521'STATION FROM THE COURTHOUSE IN ARCO, GO SOUTH FOR 1.05 MI (1.69 KM) TO
 OY0521'THE STATION ON THE RIGHT.  THE MARK IS A U.S.  COAST AND GEODETIC
 OY0521'SURVEY BENCH MARK DISK STAMPED ---A 117 1958---, SET IN THE TOP OF A
 OY0521'ROUND CONCRETE MONUMENT PROJECTING 10 CM ABOVE GROUND.  IT IS, 46.1 M
 OY0521'(151.2 FT) SOUTH OF THE CENTERLINE OF A DRIVEWAY, 11.8 M (38.7 FT)
 OY0521'WEST OF THE CENTERLINE UF U.S.  HIGHWAY 20/26, 1.3 M (4.3 FT) WEST OF
 OY0521'A WOOD UTILITY POLE AND 21.3 CM EAST OF A CARSONITE WITNESS POST.
 OY0521'DESCRIBED BY J.E.  DUNFORD III.
 OY0521
 OY0521                          STATION RECOVERY (2001)
 OY0521
 OY0521'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 OY0521'THE MARK IS LEFT (WEST) OF US-20-26 MILEPOST 247.378.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0568 ***********************************************************************
 OY0568  DESIGNATION -  A 118
 OY0568  PID         -  OY0568
 OY0568  STATE/COUNTY-  ID/BUTTE
 OY0568  USGS QUAD   -  ARCO SOUTH (1972)
 OY0568
 OY0568                         *CURRENT SURVEY CONTROL
 OY0568  ___________________________________________________________________
 OY0568* NAD 83(1986)-  43 30 30.     (N)    113 16 19.     (W)     SCALED    
 OY0568* NAVD 88     -      1648.934  (meters)    5409.88   (feet)  ADJUSTED  
 OY0568  ___________________________________________________________________
 OY0568  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 OY0568  DYNAMIC HT  -        1648.016 (meters)    5406.87  (feet)  COMP
 OY0568  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 OY0568
 OY0568  VERT ORDER  -  SECOND    CLASS 0
 OY0568
 OY0568.The horizontal coordinates were scaled from a topographic map and have
 OY0568.an estimated accuracy of +/- 6 seconds.
 OY0568
 OY0568.The orthometric height was determined by differential leveling
 OY0568.and adjusted by the National Geodetic Survey in June 1991..
 OY0568
 OY0568.The geoid height was determined by GEOID03.
 OY0568
 OY0568.The dynamic height is computed by dividing the NAVD 88
 OY0568.geopotential number by the normal gravity value computed on the
 OY0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0568.degrees latitude (g = 980.6199 gals.).
 OY0568
 OY0568.The modeled gravity was interpolated from observed gravity values.
 OY0568
 OY0568;                    North         East    Units  Estimated Accuracy
 OY0568;SPC ID C     -   204,830.      558,870.      MT  (+/- 180 meters Scaled)
 OY0568
 OY0568                          SUPERSEDED SURVEY CONTROL
 OY0568
 OY0568  NGVD 29 (??/??/92) 1647.855  (m)         5406.34   (f) ADJ UNCH    2 0
 OY0568
 OY0568.Superseded values are not recommended for survey control.
 OY0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0568.See file dsdata.txt to determine how the superseded data were derived.
 OY0568
 OY0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP163197(NAD 83)
 OY0568_MARKER: DB = BENCH MARK DISK
 OY0568_SETTING: 66 = SET IN ROCK OUTCROP
 OY0568_SP_SET: ROCK OUTCROP
 OY0568_STAMPING: A 118 1958
 OY0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0568+STABILITY: POSITION/ELEVATION WELL
 OY0568
 OY0568  HISTORY     - Date     Condition        Report By
 OY0568  HISTORY     - 1958     MONUMENTED       CGS
 OY0568
 OY0568                          STATION DESCRIPTION
 OY0568
 OY0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0568'10.0 MI S FROM ARCO.
 OY0568'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0568'THENCE 8.1 MILES SOUTH AND SOUTHEAST ALONG A DIRT ROAD, ON A ROCKY
 OY0568'KNOLL, NEAR THE SOUTHEAST CORNER OF A GROUP OF ROCKS, IN TOP OF A LAVA
 OY0568'OUTCROP WHICH PROJECTS ABOUT 0.6 FOOT ABOVE THE GROUND, 91 1/2 FEET
 OY0568'EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0585 ***********************************************************************
 OY0585  DESIGNATION -  A 119
 OY0585  PID         -  OY0585
 OY0585  STATE/COUNTY-  ID/BUTTE
 OY0585  USGS QUAD   -  QUAKING ASPEN BUTTE (1972)
 OY0585
 OY0585                         *CURRENT SURVEY CONTROL
 OY0585  ___________________________________________________________________
 OY0585* NAD 83(1986)-  43 23 11.     (N)    113 13 24.     (W)     SCALED    
 OY0585* NAVD 88     -      1672.143  (meters)    5486.02   (feet)  ADJUSTED  
 OY0585  ___________________________________________________________________
 OY0585  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 OY0585  DYNAMIC HT  -        1671.182 (meters)    5482.87  (feet)  COMP
 OY0585  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 OY0585
 OY0585  VERT ORDER  -  SECOND    CLASS 0
 OY0585
 OY0585.The horizontal coordinates were scaled from a topographic map and have
 OY0585.an estimated accuracy of +/- 6 seconds.
 OY0585
 OY0585.The orthometric height was determined by differential leveling
 OY0585.and adjusted by the National Geodetic Survey in June 1991..
 OY0585
 OY0585.The geoid height was determined by GEOID03.
 OY0585
 OY0585.The dynamic height is computed by dividing the NAVD 88
 OY0585.geopotential number by the normal gravity value computed on the
 OY0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0585.degrees latitude (g = 980.6199 gals.).
 OY0585
 OY0585.The modeled gravity was interpolated from observed gravity values.
 OY0585
 OY0585;                    North         East    Units  Estimated Accuracy
 OY0585;SPC ID C     -   191,320.      562,930.      MT  (+/- 180 meters Scaled)
 OY0585
 OY0585                          SUPERSEDED SURVEY CONTROL
 OY0585
 OY0585  NGVD 29 (??/??/92) 1671.050  (m)         5482.44   (f) ADJ UNCH    2 0
 OY0585
 OY0585.Superseded values are not recommended for survey control.
 OY0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0585.See file dsdata.txt to determine how the superseded data were derived.
 OY0585
 OY0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP199061(NAD 83)
 OY0585_MARKER: DB = BENCH MARK DISK
 OY0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0585_STAMPING: A 119 1958
 OY0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0585+STABILITY: SURFACE MOTION
 OY0585
 OY0585  HISTORY     - Date     Condition        Report By
 OY0585  HISTORY     - 1958     MONUMENTED       CGS
 OY0585
 OY0585                          STATION DESCRIPTION
 OY0585
 OY0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0585'19.35 MI S FROM ARCO.
 OY0585'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0585'THENCE 17.45 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, AT
 OY0585'THE NORTH END OF A CURVE, 43 FEET EAST OF THE CENTER LINE OF THE ROAD,
 OY0585'143 FEET NORTH OF THE APPROXIMATE CENTER OF THE CURVE, 1.3 FEET WEST
 OY0585'OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 OY0585'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0521 ***********************************************************************
 PY0521  DESIGNATION -  A 12
 PY0521  PID         -  PY0521
 PY0521  STATE/COUNTY-  ID/FREMONT
 PY0521  USGS QUAD   -  LEMON LAKE (1965)
 PY0521
 PY0521                         *CURRENT SURVEY CONTROL
 PY0521  ___________________________________________________________________
 PY0521* NAD 83(1986)-  44 00 39.     (N)    111 31 56.     (W)     SCALED    
 PY0521* NAVD 88     -      1559.145  (meters)    5115.29   (feet)  ADJUSTED  
 PY0521  ___________________________________________________________________
 PY0521  GEOID HEIGHT-         -10.60  (meters)                     GEOID03
 PY0521  DYNAMIC HT  -        1558.343 (meters)    5112.66  (feet)  COMP
 PY0521  MODELED GRAV-     980,049.4   (mgal)                       NAVD 88
 PY0521
 PY0521  VERT ORDER  -  FIRST     CLASS II
 PY0521
 PY0521.The horizontal coordinates were scaled from a topographic map and have
 PY0521.an estimated accuracy of +/- 6 seconds.
 PY0521
 PY0521.The orthometric height was determined by differential leveling
 PY0521.and adjusted by the National Geodetic Survey in June 1991..
 PY0521
 PY0521.The geoid height was determined by GEOID03.
 PY0521
 PY0521.The dynamic height is computed by dividing the NAVD 88
 PY0521.geopotential number by the normal gravity value computed on the
 PY0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0521.degrees latitude (g = 980.6199 gals.).
 PY0521
 PY0521.The modeled gravity was interpolated from observed gravity values.
 PY0521
 PY0521;                    North         East    Units  Estimated Accuracy
 PY0521;SPC ID E     -   260,600.      250,870.      MT  (+/- 180 meters Scaled)
 PY0521
 PY0521                          SUPERSEDED SURVEY CONTROL
 PY0521
 PY0521  NGVD 29 (08/20/92) 1558.077  (m)         5111.79   (f) ADJUSTED    1 2
 PY0521
 PY0521.Superseded values are not recommended for survey control.
 PY0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0521.See file dsdata.txt to determine how the superseded data were derived.
 PY0521
 PY0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP573732(NAD 83)
 PY0521_MARKER: DB = BENCH MARK DISK
 PY0521_SETTING: 66 = SET IN ROCK OUTCROP
 PY0521_SP_SET: ROCK OUTCROP
 PY0521_STAMPING: A 12 1923 5112.378
 PY0521_MARK LOGO: CGS   
 PY0521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0521+STABILITY: POSITION/ELEVATION WELL
 PY0521
 PY0521  HISTORY     - Date     Condition        Report By
 PY0521  HISTORY     - 1923     MONUMENTED       CGS
 PY0521  HISTORY     - 1960     GOOD             NGS
 PY0521  HISTORY     - 1983     GOOD             NGS
 PY0521
 PY0521                          STATION DESCRIPTION
 PY0521
 PY0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0521'5.9 MI SW FROM ASHTON.
 PY0521'5.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0521'AT ASHTON, 3 1/2 POLES NORTHEAST AND ACROSS THE TRACK FROM MILEPOLE
 PY0521'45, IN TOP OF A 2-BY 3-FOOT FLAT ROCK OUTCROP WHICH PROJECTS ABOUT 0.1
 PY0521'FOOT ABOVE THE GROUND, 38.9 FEET NORTHWEST OF THE NORTHWEST RAIL, 90
 PY0521'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 20 AND 191, 8.9 FEET
 PY0521'SOUTHEAST OF A FENCE, 30.0 FEET NORTHWEST OF A WITNESS POST, AND ABOUT
 PY0521'1 FOOT LOWER THAN THE TRACK.
 PY0521
 PY0521                          STATION RECOVERY (1983)
 PY0521
 PY0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0713 ***********************************************************************
 OY0713  DESIGNATION -  A 120
 OY0713  PID         -  OY0713
 OY0713  STATE/COUNTY-  ID/BLAINE
 OY0713  USGS QUAD   -  CAREY (1979)
 OY0713
 OY0713                         *CURRENT SURVEY CONTROL
 OY0713  ___________________________________________________________________
 OY0713* NAD 83(1986)-  43 20 06.     (N)    113 55 15.     (W)     SCALED    
 OY0713* NAVD 88     -      1453.225  (meters)    4767.79   (feet)  ADJUSTED  
 OY0713  ___________________________________________________________________
 OY0713  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 OY0713  DYNAMIC HT  -        1452.417 (meters)    4765.14  (feet)  COMP
 OY0713  MODELED GRAV-     980,013.2   (mgal)                       NAVD 88
 OY0713
 OY0713  VERT ORDER  -  SECOND    CLASS 0
 OY0713
 OY0713.The horizontal coordinates were scaled from a topographic map and have
 OY0713.an estimated accuracy of +/- 6 seconds.
 OY0713
 OY0713.The orthometric height was determined by differential leveling
 OY0713.and adjusted by the National Geodetic Survey in June 1991..
 OY0713
 OY0713.The geoid height was determined by GEOID03.
 OY0713
 OY0713.The dynamic height is computed by dividing the NAVD 88
 OY0713.geopotential number by the normal gravity value computed on the
 OY0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0713.degrees latitude (g = 980.6199 gals.).
 OY0713
 OY0713.The modeled gravity was interpolated from observed gravity values.
 OY0713
 OY0713;                    North         East    Units  Estimated Accuracy
 OY0713;SPC ID C     -   185,320.      506,420.      MT  (+/- 180 meters Scaled)
 OY0713
 OY0713                          SUPERSEDED SURVEY CONTROL
 OY0713
 OY0713  NGVD 29 (??/??/92) 1452.190  (m)         4764.39   (f) ADJ UNCH    2 0
 OY0713
 OY0713.Superseded values are not recommended for survey control.
 OY0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0713.See file dsdata.txt to determine how the superseded data were derived.
 OY0713
 OY0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP632021(NAD 83)
 OY0713_MARKER: DB = BENCH MARK DISK
 OY0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0713_STAMPING: A 120 1958
 OY0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0713+STABILITY: SURFACE MOTION
 OY0713
 OY0713  HISTORY     - Date     Condition        Report By
 OY0713  HISTORY     - 1958     MONUMENTED       CGS
 OY0713  HISTORY     - 1978     GOOD             NGS
 OY0713
 OY0713                          STATION DESCRIPTION
 OY0713
 OY0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0713'2.9 MI NE FROM CAREY.
 OY0713'2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0713'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, 50 FEET SOUTHEAST OF THE
 OY0713'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST TO A
 OY0713'RANCHHOUSE AND A TRACK ROAD LEADING SOUTH, 43 FEET SOUTH OF THE CENTER
 OY0713'LINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTER LINE OF THE TRACK
 OY0713'ROAD, 24 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CATTLEGUARD
 OY0713'ACROSS THE DIRT ROAD, 5 FEET SOUTHEAST OF A POWER POLE, 2 FEET SOUTH
 OY0713'OF A FENCE CORNER POST, 0.5 FOOT WEST OF A FENCE, 1.4 FEET NORTH OF A
 OY0713'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 OY0713'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OY0713
 OY0713                          STATION RECOVERY (1978)
 OY0713
 OY0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OY0713'REACHED FROM THE CAREY POST OFFICE BY GOING NORTHEAST ON U.S.
 OY0713'HIGHWAYS 20, 26, AND 93 FOR 2.1 MILES TO MILEPOST NO 207, CONTINUE
 OY0713'EAST ON THE HIGHWAY FOR 0.15 MILE TO THE BENCH MARK ON THE RIGHT, 43
 OY0713'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 27 FEET NORTHEAST OF THE
 OY0713'CENTER OF A CATTLE GUARD, 15 FEET EAST OF THE SPORTSMANS ACCESS ROAD,
 OY0713'5 FEET SOUTHEAST OF A POWER POLE, 2 FEET SOUTH OF A FENCE CORNER, AND
 OY0713'0.5 FOOT WEST OF THE FENCE SET IN A ROUND CONCRETE MONUMENT THAT
 OY0713'PROJECTS 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0441 ***********************************************************************
 OY0441  DESIGNATION -  A 121
 OY0441  PID         -  OY0441
 OY0441  STATE/COUNTY-  ID/BINGHAM
 OY0441  USGS QUAD   -  COFFEE POINT SW (1973)
 OY0441
 OY0441                         *CURRENT SURVEY CONTROL
 OY0441  ___________________________________________________________________
 OY0441* NAD 83(1986)-  43 03 08.     (N)    112 54 00.     (W)     SCALED    
 OY0441* NAVD 88     -      1383.042  (meters)    4537.53   (feet)  ADJUSTED  
 OY0441  ___________________________________________________________________
 OY0441  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OY0441  DYNAMIC HT  -        1382.267 (meters)    4534.99  (feet)  COMP
 OY0441  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 OY0441
 OY0441  VERT ORDER  -  SECOND    CLASS 0
 OY0441
 OY0441.The horizontal coordinates were scaled from a topographic map and have
 OY0441.an estimated accuracy of +/- 6 seconds.
 OY0441
 OY0441.The orthometric height was determined by differential leveling
 OY0441.and adjusted by the National Geodetic Survey in June 1991..
 OY0441
 OY0441.The geoid height was determined by GEOID03.
 OY0441
 OY0441.The dynamic height is computed by dividing the NAVD 88
 OY0441.geopotential number by the normal gravity value computed on the
 OY0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0441.degrees latitude (g = 980.6199 gals.).
 OY0441
 OY0441.The modeled gravity was interpolated from observed gravity values.
 OY0441
 OY0441;                    North         East    Units  Estimated Accuracy
 OY0441;SPC ID E     -   154,160.      140,260.      MT  (+/- 180 meters Scaled)
 OY0441
 OY0441                          SUPERSEDED SURVEY CONTROL
 OY0441
 OY0441  NGVD 29 (??/??/92) 1382.002  (m)         4534.12   (f) ADJ UNCH    2 0
 OY0441
 OY0441.Superseded values are not recommended for survey control.
 OY0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0441.See file dsdata.txt to determine how the superseded data were derived.
 OY0441
 OY0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN452683(NAD 83)
 OY0441_MARKER: DB = BENCH MARK DISK
 OY0441_SETTING: 66 = SET IN ROCK OUTCROP
 OY0441_SP_SET: ROCK OUTCROP
 OY0441_STAMPING: A 121 1958
 OY0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0441+STABILITY: POSITION/ELEVATION WELL
 OY0441
 OY0441  HISTORY     - Date     Condition        Report By
 OY0441  HISTORY     - 1958     MONUMENTED       CGS
 OY0441
 OY0441                          STATION DESCRIPTION
 OY0441
 OY0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0441'9.8 MI W FROM STERLING.
 OY0441'4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AND GROCERY
 OY0441'STORE AT STERLING, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 39,
 OY0441'THENCE 2.05 MILES WEST ALONG A GRAVEL ROAD, THENCE 2.7 MILES WEST
 OY0441'ALONG A DIRT ROAD, 157 FEET WEST OF THE CENTER OF THE JUNCTION OF A
 OY0441'DIRT ROAD SOUTHWEST AND A TRACK ROAD SOUTHEAST, IN THE TOP OF A FLAT
 OY0441'LAVA OUTCROP FLUSH WITH THE GROUND, 54 FEET SOUTHWEST OF THE CENTER
 OY0441'LINE OF THE MAIN ROAD, 131 FEET NORTHWEST OF THE CENTER LINE OF THE
 OY0441'ROAD SOUTHWEST, 26.7 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 2 1/2
 OY0441'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0943 ***********************************************************************
 NU0943  DESIGNATION -  A 122
 NU0943  PID         -  NU0943
 NU0943  STATE/COUNTY-  ID/CASSIA
 NU0943  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0943
 NU0943                         *CURRENT SURVEY CONTROL
 NU0943  ___________________________________________________________________
 NU0943* NAD 83(1986)-  42 31 01.     (N)    113 26 14.     (W)     SCALED    
 NU0943* NAVD 88     -      1378.227  (meters)    4521.73   (feet)  ADJUSTED  
 NU0943  ___________________________________________________________________
 NU0943  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NU0943  DYNAMIC HT  -        1377.384 (meters)    4518.97  (feet)  COMP
 NU0943  MODELED GRAV-     979,961.6   (mgal)                       NAVD 88
 NU0943
 NU0943  VERT ORDER  -  SECOND    CLASS 0
 NU0943
 NU0943.The horizontal coordinates were scaled from a topographic map and have
 NU0943.an estimated accuracy of +/- 6 seconds.
 NU0943
 NU0943.The orthometric height was determined by differential leveling
 NU0943.and adjusted by the National Geodetic Survey in June 1991..
 NU0943
 NU0943.The geoid height was determined by GEOID03.
 NU0943
 NU0943.The dynamic height is computed by dividing the NAVD 88
 NU0943.geopotential number by the normal gravity value computed on the
 NU0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0943.degrees latitude (g = 980.6199 gals.).
 NU0943
 NU0943.The modeled gravity was interpolated from observed gravity values.
 NU0943
 NU0943;                    North         East    Units  Estimated Accuracy
 NU0943;SPC ID C     -    94,590.      546,250.      MT  (+/- 180 meters Scaled)
 NU0943
 NU0943                          SUPERSEDED SURVEY CONTROL
 NU0943
 NU0943  NGVD 29 (??/??/92) 1377.202  (m)         4518.37   (f) ADJ UNCH    2 0
 NU0943
 NU0943.Superseded values are not recommended for survey control.
 NU0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0943.See file dsdata.txt to determine how the superseded data were derived.
 NU0943
 NU0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN997100(NAD 83)
 NU0943_MARKER: DB = BENCH MARK DISK
 NU0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0943_STAMPING: A 122 1958
 NU0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0943+STABILITY: SURFACE MOTION
 NU0943
 NU0943  HISTORY     - Date     Condition        Report By
 NU0943  HISTORY     - 1958     MONUMENTED       CGS
 NU0943  HISTORY     - 1960     GOOD             NGS
 NU0943  HISTORY     - 1978     GOOD             NGS
 NU0943
 NU0943                          STATION DESCRIPTION
 NU0943
 NU0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0943'10.25 MI E FROM DECLO.
 NU0943'10.2 MILES EASTWARD ALONG U.S. HIGHWAY 30S FROM THE INTERSECTION WITH
 NU0943'STATE HIGHWAY 77 IN DECLO AT THE INTERSECTION WITH THE YALE ROAD, 49
 NU0943'FEET SOUTHWEST FROM THE CENTER LINE OF THE HIGHWAY, 34 FEET WEST FROM
 NU0943'THE CROSS ROAD, 1 FOOT NORTHEAST FROM A FENCE CORNER POST WITH A SIGN
 NU0943'ATTACHED, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 6 INCHES.
 NU0943'NOTE-- THE BENCH MARK WAS USED AS THE AZIMUTH MARK FOR THE STATION IDA
 NU0943'80-133.
 NU0943
 NU0943                          STATION RECOVERY (1978)
 NU0943
 NU0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NU0943'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 77, AND 81 IN DECLO, GO
 NU0943'SOUTHEAST ON STATE HIGHWAY 81 FOR 10.3 MILES TO THE MARK ON THE
 NU0943'RIGHT, 49 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 34 FEET NORTH
 NU0943'OF THE CENTER OF AN ABANDONED ROAD, 23 FEET SOUTHEAST OF A T FENCE
 NU0943'CORNER, AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE SET IN A
 NU0943'ROUND CONCRETE MONUMENT THAT PROJECTS 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0033 ***********************************************************************
 SV0033  DESIGNATION -  A 123
 SV0033  PID         -  SV0033
 SV0033  STATE/COUNTY-  ID/SHOSHONE
 SV0033  USGS QUAD   -  SPYGLASS PEAK (1996)
 SV0033
 SV0033                         *CURRENT SURVEY CONTROL
 SV0033  ___________________________________________________________________
 SV0033* NAD 83(1986)-  47 52 11.     (N)    116 07 42.     (W)     SCALED    
 SV0033* NAVD 88     -       932.986  (meters)    3060.97   (feet)  ADJUSTED  
 SV0033  ___________________________________________________________________
 SV0033  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 SV0033  DYNAMIC HT  -         932.983 (meters)    3060.96  (feet)  COMP
 SV0033  MODELED GRAV-     980,576.7   (mgal)                       NAVD 88
 SV0033
 SV0033  VERT ORDER  -  SECOND    CLASS 0
 SV0033
 SV0033.The horizontal coordinates were scaled from a topographic map and have
 SV0033.an estimated accuracy of +/- 6 seconds.
 SV0033
 SV0033.The orthometric height was determined by differential leveling
 SV0033.and adjusted by the National Geodetic Survey in June 1991..
 SV0033
 SV0033.The geoid height was determined by GEOID03.
 SV0033
 SV0033.The dynamic height is computed by dividing the NAVD 88
 SV0033.geopotential number by the normal gravity value computed on the
 SV0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0033.degrees latitude (g = 980.6199 gals.).
 SV0033
 SV0033.The modeled gravity was interpolated from observed gravity values.
 SV0033
 SV0033;                    North         East    Units  Estimated Accuracy
 SV0033;SPC ID W     -   689,350.      771,700.      MT  (+/- 180 meters Scaled)
 SV0033
 SV0033                          SUPERSEDED SURVEY CONTROL
 SV0033
 SV0033  NGVD 29 (??/??/92)  931.826  (m)         3057.17   (f) ADJ UNCH    2 0
 SV0033
 SV0033.Superseded values are not recommended for survey control.
 SV0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0033.See file dsdata.txt to determine how the superseded data were derived.
 SV0033
 SV0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP651021(NAD 83)
 SV0033_MARKER: DB = BENCH MARK DISK
 SV0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0033_STAMPING: A 123 1958
 SV0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0033+STABILITY: SURFACE MOTION
 SV0033
 SV0033  HISTORY     - Date     Condition        Report By
 SV0033  HISTORY     - 1958     MONUMENTED       CGS
 SV0033  HISTORY     - 1983     MARK NOT FOUND   NGS
 SV0033
 SV0033                          STATION DESCRIPTION
 SV0033
 SV0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0033'9.6 MI NE FROM MAGEE RANGER STATION.
 SV0033'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0033'THENCE 5.5 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, 30 FEET WEST
 SV0033'OF THE CENTER OF THE CROSSING OF CHUTE CREEK, 26 1/2 FEET SOUTHWEST OF
 SV0033'THE CENTER LINE OF THE ROAD, 19 FEET WEST OF A POST SUPPORTING A CHUTE
 SV0033'CREEK SIGN, 1.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 SV0033'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 SV0033'FOOT ABOVE THE GROUND.
 SV0033
 SV0033                          STATION RECOVERY (1983)
 SV0033
 SV0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0114 ***********************************************************************
 SV0114  DESIGNATION -  A 124
 SV0114  PID         -  SV0114
 SV0114  STATE/COUNTY-  ID/SHOSHONE
 SV0114  USGS QUAD   -  CATALDO (1996)
 SV0114
 SV0114                         *CURRENT SURVEY CONTROL
 SV0114  ___________________________________________________________________
 SV0114* NAD 83(1986)-  47 33 11.     (N)    116 15 43.     (W)     SCALED    
 SV0114* NAVD 88     -       665.103  (meters)    2182.09   (feet)  ADJUSTED  
 SV0114  ___________________________________________________________________
 SV0114  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 SV0114  DYNAMIC HT  -         665.112 (meters)    2182.12  (feet)  COMP
 SV0114  MODELED GRAV-     980,604.5   (mgal)                       NAVD 88
 SV0114
 SV0114  VERT ORDER  -  SECOND    CLASS 0
 SV0114
 SV0114.The horizontal coordinates were scaled from a topographic map and have
 SV0114.an estimated accuracy of +/- 6 seconds.
 SV0114
 SV0114.The orthometric height was determined by differential leveling
 SV0114.and adjusted by the National Geodetic Survey in June 1991..
 SV0114
 SV0114.The geoid height was determined by GEOID03.
 SV0114
 SV0114.The dynamic height is computed by dividing the NAVD 88
 SV0114.geopotential number by the normal gravity value computed on the
 SV0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0114.degrees latitude (g = 980.6199 gals.).
 SV0114
 SV0114.The modeled gravity was interpolated from observed gravity values.
 SV0114
 SV0114;                    North         East    Units  Estimated Accuracy
 SV0114;SPC ID W     -   654,200.      761,470.      MT  (+/- 180 meters Scaled)
 SV0114
 SV0114                          SUPERSEDED SURVEY CONTROL
 SV0114
 SV0114  NGVD 29 (??/??/92)  663.976  (m)         2178.39   (f) ADJ UNCH    2 0
 SV0114
 SV0114.Superseded values are not recommended for survey control.
 SV0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0114.See file dsdata.txt to determine how the superseded data were derived.
 SV0114
 SV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN555668(NAD 83)
 SV0114_MARKER: DB = BENCH MARK DISK
 SV0114_SETTING: 66 = SET IN ROCK OUTCROP
 SV0114_SP_SET: ROCK CLIFF
 SV0114_STAMPING: A 124 1958
 SV0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0114+STABILITY: POSITION/ELEVATION WELL
 SV0114
 SV0114  HISTORY     - Date     Condition        Report By
 SV0114  HISTORY     - 1958     MONUMENTED       CGS
 SV0114
 SV0114                          STATION DESCRIPTION
 SV0114
 SV0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0114'0.65 MI NE FROM KINGSTON.
 SV0114'0.65 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 SV0114'HIGHWAY 10 AT KINGSTON, ABOUT MIDWAY BETWEEN TWO CURVES, SET
 SV0114'VERTICALLY IN THE NORTHWEST FACE OF A LARGE SHEER ROCK CLIFF, 36 FEET
 SV0114'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET
 SV0114'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0196 ***********************************************************************
 RZ0196  DESIGNATION -  A 125
 RZ0196  PID         -  RZ0196
 RZ0196  STATE/COUNTY-  ID/CLEARWATER
 RZ0196  USGS QUAD   -  OROFINO EAST (1994)
 RZ0196
 RZ0196                         *CURRENT SURVEY CONTROL
 RZ0196  ___________________________________________________________________
 RZ0196* NAD 83(1986)-  46 28 14.     (N)    116 15 00.     (W)     SCALED    
 RZ0196* NAVD 88     -       311.657  (meters)    1022.49   (feet)  ADJUSTED  
 RZ0196  ___________________________________________________________________
 RZ0196  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 RZ0196  DYNAMIC HT  -         311.651 (meters)    1022.48  (feet)  COMP
 RZ0196  MODELED GRAV-     980,587.5   (mgal)                       NAVD 88
 RZ0196
 RZ0196  VERT ORDER  -  FIRST     CLASS II
 RZ0196
 RZ0196.The horizontal coordinates were scaled from a topographic map and have
 RZ0196.an estimated accuracy of +/- 6 seconds.
 RZ0196
 RZ0196.The orthometric height was determined by differential leveling
 RZ0196.and adjusted by the National Geodetic Survey in June 1991..
 RZ0196
 RZ0196.The geoid height was determined by GEOID03.
 RZ0196
 RZ0196.The dynamic height is computed by dividing the NAVD 88
 RZ0196.geopotential number by the normal gravity value computed on the
 RZ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0196.degrees latitude (g = 980.6199 gals.).
 RZ0196
 RZ0196.The modeled gravity was interpolated from observed gravity values.
 RZ0196
 RZ0196;                    North         East    Units  Estimated Accuracy
 RZ0196;SPC ID W     -   533,860.      761,600.      MT  (+/- 180 meters Scaled)
 RZ0196
 RZ0196                          SUPERSEDED SURVEY CONTROL
 RZ0196
 RZ0196  NGVD 29 (??/??/92)  310.640  (m)         1019.16   (f) ADJ UNCH    1 2
 RZ0196
 RZ0196.Superseded values are not recommended for survey control.
 RZ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0196.See file dsdata.txt to determine how the superseded data were derived.
 RZ0196
 RZ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM575466(NAD 83)
 RZ0196_MARKER: DB = BENCH MARK DISK
 RZ0196_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0196_SP_SET: ROCK OUTCROP
 RZ0196_STAMPING: A 125 1935
 RZ0196_MARK LOGO: CGS   
 RZ0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0196+STABILITY: POSITION/ELEVATION WELL
 RZ0196
 RZ0196  HISTORY     - Date     Condition        Report By
 RZ0196  HISTORY     - 1935     MONUMENTED       CGS
 RZ0196  HISTORY     - 1980     GOOD             NGS
 RZ0196
 RZ0196                          STATION DESCRIPTION
 RZ0196
 RZ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0196'0.8 MI E FROM OROFINO.
 RZ0196'0.8 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0196'OROFINO, 29.2 FEET NORTHWEST OF MILEPOST 30, 30.2 FEET NORTHEAST OF
 RZ0196'THE STATION SIGN, 38.2 FEET NORTH OF THE CENTER LINE OF THE TRACK, IN
 RZ0196'THE TOP OF A ROCK OUTCROP, AND 5.8 FEET WEST OF THE EAST EDGE OF THE
 RZ0196'ROCK.
 RZ0196
 RZ0196                          STATION RECOVERY (1980)
 RZ0196
 RZ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0196'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0258 ***********************************************************************
 RZ0258  DESIGNATION -  A 126
 RZ0258  PID         -  RZ0258
 RZ0258  STATE/COUNTY-  ID/NEZ PERCE
 RZ0258  USGS QUAD   -  LAPWAI (1972)
 RZ0258
 RZ0258                         *CURRENT SURVEY CONTROL
 RZ0258  ___________________________________________________________________
 RZ0258* NAD 83(1986)-  46 27 08.     (N)    116 48 26.     (W)     SCALED    
 RZ0258* NAVD 88     -       247.932  (meters)     813.42   (feet)  ADJUSTED  
 RZ0258  ___________________________________________________________________
 RZ0258  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 RZ0258  DYNAMIC HT  -         247.931 (meters)     813.42  (feet)  COMP
 RZ0258  MODELED GRAV-     980,603.6   (mgal)                       NAVD 88
 RZ0258
 RZ0258  VERT ORDER  -  FIRST     CLASS II
 RZ0258
 RZ0258.The horizontal coordinates were scaled from a topographic map and have
 RZ0258.an estimated accuracy of +/- 6 seconds.
 RZ0258
 RZ0258.The orthometric height was determined by differential leveling
 RZ0258.and adjusted by the National Geodetic Survey in June 1991..
 RZ0258
 RZ0258.The geoid height was determined by GEOID03.
 RZ0258
 RZ0258.The dynamic height is computed by dividing the NAVD 88
 RZ0258.geopotential number by the normal gravity value computed on the
 RZ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0258.degrees latitude (g = 980.6199 gals.).
 RZ0258
 RZ0258.The modeled gravity was interpolated from observed gravity values.
 RZ0258
 RZ0258;                    North         East    Units  Estimated Accuracy
 RZ0258;SPC ID W     -   532,250.      718,780.      MT  (+/- 180 meters Scaled)
 RZ0258
 RZ0258                          SUPERSEDED SURVEY CONTROL
 RZ0258
 RZ0258  NGVD 29 (??/??/92)  246.940  (m)          810.17   (f) ADJ UNCH    1 2
 RZ0258
 RZ0258.Superseded values are not recommended for survey control.
 RZ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0258.See file dsdata.txt to determine how the superseded data were derived.
 RZ0258
 RZ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM148443(NAD 83)
 RZ0258_MARKER: DB = BENCH MARK DISK
 RZ0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0258_SP_SET: ABUTMENT
 RZ0258_STAMPING: A-126 1935
 RZ0258_MARK LOGO: CGS   
 RZ0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ0258+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 RZ0258
 RZ0258  HISTORY     - Date     Condition        Report By
 RZ0258  HISTORY     - 1935     MONUMENTED       CGS
 RZ0258  HISTORY     - 1959     GOOD             NGS
 RZ0258  HISTORY     - 1980     GOOD             NGS
 RZ0258  HISTORY     - 20060520 GOOD             GEOCAC
 RZ0258
 RZ0258                          STATION DESCRIPTION
 RZ0258
 RZ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0258'0.6 MI N FROM SPALDING.
 RZ0258'0.6 MILE NORTH OF, ALONG N.P.RY., FROM RY. STATION.  TABLET SET
 RZ0258'HORIZONTALLY IN NORTHWEST SIDE OF NORTH ABUTMENT TO RAILROAD BRIDGE
 RZ0258'NO. 126 OVER CLEARWATER RIVER.  8.6 FEET WEST OF CENTERLINE OF
 RZ0258'NORTHERN PACIFIC R.R.  2.4 FEET WEST OF EAST EDGE OF ABUTMENT.  1.5
 RZ0258'FT. WEST OF M.P. NO. 126.  0.9 FT. EAST OF WEST EDGE OF ABUTMENT.
 RZ0258
 RZ0258                          STATION RECOVERY (1959)
 RZ0258
 RZ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0258'RECOVERED IN GOOD CONDITION.
 RZ0258
 RZ0258                          STATION RECOVERY (1980)
 RZ0258
 RZ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0258'IN SPALDING, SET IN TOP OF THE NORTHWEST END OF THE NORTHEAST
 RZ0258'ABUTMENT OF THE CAMAS PRAIRIE RAILWAY BRIDGE OVER THE CLEARWATER
 RZ0258'RIVER, 0.4 KILOMETER (0.25 MILE) EAST OF THE SPALDING CEMETARY,
 RZ0258'AT RAILWAY MILEPOST 126, 2.1 METERS (7.0 FEET) NORTHWEST OF THE
 RZ0258'NORTHWEST RAIL OF THE TRACKS, 0.7 METER (2.4 FEET) SOUTHWEST OF THE
 RZ0258'NORTHEAST EDGE OF THE NORTHWEST WINGWALL.
 RZ0258'THE MARK IS 0.3 M BELOW THE TRACKS.
 RZ0258
 RZ0258                          STATION RECOVERY (2006)
 RZ0258
 RZ0258'RECOVERY NOTE BY GEOCACHING 2006 (IA)
 RZ0258'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0153 ***********************************************************************
 RZ0153  DESIGNATION -  A 127
 RZ0153  PID         -  RZ0153
 RZ0153  STATE/COUNTY-  ID/CLEARWATER
 RZ0153  USGS QUAD   -  SOUTHWICK (1990)
 RZ0153
 RZ0153                         *CURRENT SURVEY CONTROL
 RZ0153  ___________________________________________________________________
 RZ0153* NAD 83(1986)-  46 30 06.     (N)    116 23 15.     (W)     SCALED    
 RZ0153* NAVD 88     -       297.271  (meters)     975.30   (feet)  ADJUSTED  
 RZ0153  ___________________________________________________________________
 RZ0153  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 RZ0153  DYNAMIC HT  -         297.261 (meters)     975.26  (feet)  COMP
 RZ0153  MODELED GRAV-     980,573.5   (mgal)                       NAVD 88
 RZ0153
 RZ0153  VERT ORDER  -  FIRST     CLASS II
 RZ0153
 RZ0153.The horizontal coordinates were scaled from a topographic map and have
 RZ0153.an estimated accuracy of +/- 6 seconds.
 RZ0153
 RZ0153.The orthometric height was determined by differential leveling
 RZ0153.and adjusted by the National Geodetic Survey in June 1991..
 RZ0153
 RZ0153.The geoid height was determined by GEOID03.
 RZ0153
 RZ0153.The dynamic height is computed by dividing the NAVD 88
 RZ0153.geopotential number by the normal gravity value computed on the
 RZ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0153.degrees latitude (g = 980.6199 gals.).
 RZ0153
 RZ0153.The modeled gravity was interpolated from observed gravity values.
 RZ0153
 RZ0153;                    North         East    Units  Estimated Accuracy
 RZ0153;SPC ID W     -   537,400.      751,070.      MT  (+/- 180 meters Scaled)
 RZ0153
 RZ0153                          SUPERSEDED SURVEY CONTROL
 RZ0153
 RZ0153  NGVD 29 (??/??/92)  296.255  (m)          971.96   (f) ADJ UNCH    1 2
 RZ0153
 RZ0153.Superseded values are not recommended for survey control.
 RZ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0153.See file dsdata.txt to determine how the superseded data were derived.
 RZ0153
 RZ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM469499(NAD 83)
 RZ0153_MARKER: DB = BENCH MARK DISK
 RZ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0153_STAMPING: A-127 1935
 RZ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0153+STABILITY: SURFACE MOTION
 RZ0153
 RZ0153  HISTORY     - Date     Condition        Report By
 RZ0153  HISTORY     - 1935     MONUMENTED       CGS
 RZ0153  HISTORY     - 1967     MARK NOT FOUND   USGS
 RZ0153
 RZ0153                          STATION DESCRIPTION
 RZ0153
 RZ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0153'1.8 MI E FROM PECK.
 RZ0153'1.8 MILE EAST OF, ALONG NORTHERN PACIFIC RYL. FROM RY. STATION.  ON
 RZ0153'NORTH SIDE OF TRACK BETWEEN TWO CUTS IN RAILROAD, AT FOOT OF SOUTH
 RZ0153'SLOPE OF HILL.  ABOUT 350 FEET EAST OF M.P. NO. 22.  28.8 FEET NORTH
 RZ0153'OF CENTERLINE OF N.P.RY., 7.7 FEET SOUTH OF R/W FENCE.  TABLET SET IN
 RZ0153'PRECAST CONCRETE POST.  NOTE-- FIRELANE CONSTR IN AREA.
 RZ0153
 RZ0153                          STATION RECOVERY (1967)
 RZ0153
 RZ0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RZ0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0001 ***********************************************************************
 RZ0001  DESIGNATION -  A 128
 RZ0001  PID         -  RZ0001
 RZ0001  STATE/COUNTY-  ID/CLEARWATER
 RZ0001  USGS QUAD   -  AHSAHKA (1994)
 RZ0001
 RZ0001                         *CURRENT SURVEY CONTROL
 RZ0001  ___________________________________________________________________
 RZ0001* NAD 83(1986)-  46 30 40.     (N)    116 18 18.     (W)     SCALED    
 RZ0001* NAVD 88     -       307.864  (meters)    1010.05   (feet)  ADJUSTED  
 RZ0001  ___________________________________________________________________
 RZ0001  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 RZ0001  DYNAMIC HT  -         307.860 (meters)    1010.04  (feet)  COMP
 RZ0001  MODELED GRAV-     980,595.0   (mgal)                       NAVD 88
 RZ0001
 RZ0001  VERT ORDER  -  SECOND    CLASS 0
 RZ0001
 RZ0001.The horizontal coordinates were scaled from a topographic map and have
 RZ0001.an estimated accuracy of +/- 6 seconds.
 RZ0001
 RZ0001.The orthometric height was determined by differential leveling
 RZ0001.and adjusted by the National Geodetic Survey in June 1991..
 RZ0001
 RZ0001.The geoid height was determined by GEOID03.
 RZ0001
 RZ0001.The dynamic height is computed by dividing the NAVD 88
 RZ0001.geopotential number by the normal gravity value computed on the
 RZ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0001.degrees latitude (g = 980.6199 gals.).
 RZ0001
 RZ0001.The modeled gravity was interpolated from observed gravity values.
 RZ0001
 RZ0001;                    North         East    Units  Estimated Accuracy
 RZ0001;SPC ID W     -   538,400.      757,410.      MT  (+/- 180 meters Scaled)
 RZ0001
 RZ0001                          SUPERSEDED SURVEY CONTROL
 RZ0001
 RZ0001  NGVD 29 (??/??/92)  306.847  (m)         1006.71   (f) ADJ UNCH    2 0
 RZ0001
 RZ0001.Superseded values are not recommended for survey control.
 RZ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0001.See file dsdata.txt to determine how the superseded data were derived.
 RZ0001
 RZ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM533510(NAD 83)
 RZ0001_MARKER: DB = BENCH MARK DISK
 RZ0001_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RZ0001_SP_SET: UNSPECIFIED ROCK
 RZ0001_STAMPING: A-128 1935
 RZ0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0001
 RZ0001  HISTORY     - Date     Condition        Report By
 RZ0001  HISTORY     - 1935     MONUMENTED       CGS
 RZ0001  HISTORY     - 1959     MARK NOT FOUND   NGS
 RZ0001
 RZ0001                          STATION DESCRIPTION
 RZ0001
 RZ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0001'1.1 MI NE FROM AHSAHKA.
 RZ0001'1.1 MILE NORTHEAST OF, ALONG COUNTY ROAD TO ELK RIVER, FROM NORTHERN
 RZ0001'PACIFIC RY. STATION.  TABLET SET HORIZONTALLY IN LARGE ROCK ABOUT 20
 RZ0001'FEET ABOVE LEVEL OF WATER OF NORTH FORK OF CLEARWATER RIVER.  AT
 RZ0001'SLIGHT CURVE IN ROAD.  ABOUT 125 FEET NORTHEAST OF 24 INCH IN DIAMETER
 RZ0001'PINE TREE.  10.7 FEET SOUTHEAST OF CENTERLINE OF DIRT ROAD. 3.6 FEET
 RZ0001'NORTHEAST OF SOUTHWEST EDGE OF ROCK.  1.8 FT. SOUTHEAST OF NORTHWEST
 RZ0001'EDGE OF ROCK.
 RZ0001
 RZ0001                          STATION RECOVERY (1959)
 RZ0001
 RZ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0930 ***********************************************************************
 OH0930  DESIGNATION -  A 128
 OH0930  PID         -  OH0930
 OH0930  STATE/COUNTY-  ID/OWYHEE
 OH0930  USGS QUAD   -  SHEAVILLE (1969)
 OH0930
 OH0930                         *CURRENT SURVEY CONTROL
 OH0930  ___________________________________________________________________
 OH0930* NAD 83(1986)-  43 07 38.     (N)    117 01 40.     (W)     SCALED    
 OH0930* NAVD 88     -      1424.828  (meters)    4674.62   (feet)  ADJUSTED  
 OH0930  ___________________________________________________________________
 OH0930  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 OH0930  DYNAMIC HT  -        1424.086 (meters)    4672.19  (feet)  COMP
 OH0930  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 OH0930
 OH0930  VERT ORDER  -  SECOND    CLASS 0
 OH0930
 OH0930.The horizontal coordinates were scaled from a topographic map and have
 OH0930.an estimated accuracy of +/- 6 seconds.
 OH0930
 OH0930.The orthometric height was determined by differential leveling
 OH0930.and adjusted by the National Geodetic Survey in June 1991..
 OH0930
 OH0930.The geoid height was determined by GEOID03.
 OH0930
 OH0930.The dynamic height is computed by dividing the NAVD 88
 OH0930.geopotential number by the normal gravity value computed on the
 OH0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0930.degrees latitude (g = 980.6199 gals.).
 OH0930
 OH0930.The modeled gravity was interpolated from observed gravity values.
 OH0930
 OH0930;                    North         East    Units  Estimated Accuracy
 OH0930;SPC ID W     -   163,020.      696,030.      MT  (+/- 180 meters Scaled)
 OH0930
 OH0930                          SUPERSEDED SURVEY CONTROL
 OH0930
 OH0930  NGVD 29 (??/??/92) 1423.779  (m)         4671.18   (f) ADJ UNCH    2 0
 OH0930
 OH0930.Superseded values are not recommended for survey control.
 OH0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0930.See file dsdata.txt to determine how the superseded data were derived.
 OH0930
 OH0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH977749(NAD 83)
 OH0930_MARKER: DB = BENCH MARK DISK
 OH0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0930_SP_SET: MONUMENT
 OH0930_STAMPING: A 128 1934
 OH0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0930
 OH0930  HISTORY     - Date     Condition        Report By
 OH0930  HISTORY     - 1934     MONUMENTED       CGS
 OH0930  HISTORY     - 1967     GOOD             NGS
 OH0930
 OH0930                          STATION DESCRIPTION
 OH0930
 OH0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OH0930'13 MI NE FROM JORDAN VALLEY.
 OH0930'REACHED FROM THE JORDAN VALLEY POST OFFICE GO NORTH ON U.S. HIGHWAY 95
 OH0930'FOR 11.4 MILES TO MILE POST NO. 9, AT A CROSSROAD, TURN RIGHT AND GO
 OH0930'EAST FOR 0.7 MILE TO A T INTERSECTION, TURN RIGHT AND GO SOUTH ON THE
 OH0930'GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT AND SIGN, SILVER CITY
 OH0930'24, TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.55 MILE TO THE
 OH0930'BENCH MARK ON THE LEFT.  IT IS 220 FEET EAST OF A CULVERT UNDER THE
 OH0930'ROAD, 74 FEET SOUTH OF AN EAST-WEST FENCE LINE, 15 FEET NORTH OF THE
 OH0930'CENTER OF THE ROAD AND 1.5 FEET EAST OF A METAL WITNESS POST SET IN A
 OH0930'CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER AND
 OH0930'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0451 ***********************************************************************
 RY0451  DESIGNATION -  A 129
 RY0451  PID         -  RY0451
 RY0451  STATE/COUNTY-  ID/IDAHO
 RY0451  USGS QUAD   -  STITES (1966)
 RY0451
 RY0451                         *CURRENT SURVEY CONTROL
 RY0451  ___________________________________________________________________
 RY0451* NAD 83(1986)-  46 07 07.     (N)    115 58 58.     (W)     SCALED    
 RY0451* NAVD 88     -       390.270  (meters)    1280.41   (feet)  ADJUSTED  
 RY0451  ___________________________________________________________________
 RY0451  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 RY0451  DYNAMIC HT  -         390.236 (meters)    1280.30  (feet)  COMP
 RY0451  MODELED GRAV-     980,517.8   (mgal)                       NAVD 88
 RY0451
 RY0451  VERT ORDER  -  SECOND    CLASS 0
 RY0451
 RY0451.The horizontal coordinates were scaled from a topographic map and have
 RY0451.an estimated accuracy of +/- 6 seconds.
 RY0451
 RY0451.The orthometric height was determined by differential leveling
 RY0451.and adjusted by the National Geodetic Survey in June 1991..
 RY0451
 RY0451.The geoid height was determined by GEOID03.
 RY0451
 RY0451.The dynamic height is computed by dividing the NAVD 88
 RY0451.geopotential number by the normal gravity value computed on the
 RY0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0451.degrees latitude (g = 980.6199 gals.).
 RY0451
 RY0451.The modeled gravity was interpolated from observed gravity values.
 RY0451
 RY0451;                    North         East    Units  Estimated Accuracy
 RY0451;SPC ID W     -   494,650.      782,010.      MT  (+/- 180 meters Scaled)
 RY0451
 RY0451                          SUPERSEDED SURVEY CONTROL
 RY0451
 RY0451  NGVD 29 (??/??/92)  389.222  (m)         1276.97   (f) ADJ UNCH    2 0
 RY0451
 RY0451.Superseded values are not recommended for survey control.
 RY0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0451.See file dsdata.txt to determine how the superseded data were derived.
 RY0451
 RY0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM785077(NAD 83)
 RY0451_MARKER: DB = BENCH MARK DISK
 RY0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0451_STAMPING: A 129 1935
 RY0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0451+STABILITY: SURFACE MOTION
 RY0451
 RY0451  HISTORY     - Date     Condition        Report By
 RY0451  HISTORY     - 1935     MONUMENTED       CGS
 RY0451
 RY0451                          STATION DESCRIPTION
 RY0451
 RY0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0451'1.7 MI N FROM STITES.
 RY0451'ABOUT 1.7 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RY0451'STATION AT STITES, IDAHO COUNTY, 66.6 FEET NORTHWEST OF THE FIRST POLE
 RY0451'SOUTH OF MILEPOST 61, ABOUT 200 FEET NORTH OF THE NORTH END OF A CUT,
 RY0451'42.6 FEET WEST OF THE CENTER LINE OF THE TRACK, IN A FLAT OPEN PARK,
 RY0451'39.4 FEET SOUTHWEST OF THE SOUTH SUPPORT POST FOR AN EXTRA RAIL, AND
 RY0451'1.4 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A
 RY0451'129 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0006 ***********************************************************************
 NV0006  DESIGNATION -  A 13
 NV0006  PID         -  NV0006
 NV0006  STATE/COUNTY-  ID/LINCOLN
 NV0006  USGS QUAD   -  DIETRICH (1992)
 NV0006
 NV0006                         *CURRENT SURVEY CONTROL
 NV0006  ___________________________________________________________________
 NV0006* NAD 83(1986)-  42 59 24.     (N)    114 16 13.     (W)     SCALED    
 NV0006* NAVD 88     -      1252.615  (meters)    4109.62   (feet)  ADJUSTED  
 NV0006  ___________________________________________________________________
 NV0006  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 NV0006  DYNAMIC HT  -        1251.981 (meters)    4107.54  (feet)  COMP
 NV0006  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 NV0006
 NV0006  VERT ORDER  -  FIRST     CLASS II
 NV0006
 NV0006.The horizontal coordinates were scaled from a topographic map and have
 NV0006.an estimated accuracy of +/- 6 seconds.
 NV0006
 NV0006.The orthometric height was determined by differential leveling
 NV0006.and adjusted by the National Geodetic Survey in June 1991..
 NV0006
 NV0006.The geoid height was determined by GEOID03.
 NV0006
 NV0006.The dynamic height is computed by dividing the NAVD 88
 NV0006.geopotential number by the normal gravity value computed on the
 NV0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0006.degrees latitude (g = 980.6199 gals.).
 NV0006
 NV0006.The modeled gravity was interpolated from observed gravity values.
 NV0006
 NV0006;                    North         East    Units  Estimated Accuracy
 NV0006;SPC ID C     -   147,020.      477,960.      MT  (+/- 180 meters Scaled)
 NV0006
 NV0006                          SUPERSEDED SURVEY CONTROL
 NV0006
 NV0006  NGVD 29 (??/??/92) 1251.732  (m)         4106.72   (f) ADJ UNCH    1 2
 NV0006
 NV0006.Superseded values are not recommended for survey control.
 NV0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0006.See file dsdata.txt to determine how the superseded data were derived.
 NV0006
 NV0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH225633(NAD 83)
 NV0006_MARKER: DB = BENCH MARK DISK
 NV0006_SETTING: 66 = SET IN ROCK OUTCROP
 NV0006_SP_SET: ROCK OUTCROP
 NV0006_STAMPING: A 13 1933 4106.849
 NV0006_MARK LOGO: CGS   
 NV0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0006+STABILITY: POSITION/ELEVATION WELL
 NV0006
 NV0006  HISTORY     - Date     Condition        Report By
 NV0006  HISTORY     - 1933     MONUMENTED       CGS
 NV0006  HISTORY     - 1934     GOOD             NGS
 NV0006  HISTORY     - 19891101 GOOD             USGS
 NV0006
 NV0006                          STATION DESCRIPTION
 NV0006
 NV0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0006'8.1 MI NE FROM SHOSHONE.
 NV0006'8.1 MILES NORTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM
 NV0006'SHOSHONE, LINCOLN COUNTY, 2.9 MILES SOUTHWEST OF THE SIDING AT MARLEY,
 NV0006'1/4 MILES EAST OF A ROCK CUT, 0.2 MILE NORTH OF A FARMHOUSE, 420 FEET
 NV0006'NORTHEAST OF MILEPOST 8, 42 FEET NORTHWEST OF THE CENTERLINE OF THE
 NV0006'TRACK, IN THE TOP OF THE POINT OF A SOLID LAVA ROCK MARKED BY THE
 NV0006'PAINTED LETTERS BM AND A ROCK CAIRN, AND 2 FEET LOWER THAN THE TRACK.
 NV0006'A STANDARD DISK STAMPED 4106.849 A 13 1933.
 NV0006
 NV0006                          STATION RECOVERY (1989)
 NV0006
 NV0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 NV0006'RECOVERED IN GOOD CONDITION.  NOTE--ALL RAILS, MILEPOST SURFACE
 NV0006'EQUIPMENT OF THE RAILROAD HAS BEEN REMOVED.  THE ROADBED AND BRIDGES
 NV0006'ARE STILL IN GOOD CONDITION AND A TRACK ROAD NOW FOLLOWS WHERE THE
 NV0006'TRACKS USED TO BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0397 ***********************************************************************
 SV0397  DESIGNATION -  A 131
 SV0397  PID         -  SV0397
 SV0397  STATE/COUNTY-  ID/KOOTENAI
 SV0397  USGS QUAD   -  HAYDEN (1996)
 SV0397
 SV0397                         *CURRENT SURVEY CONTROL
 SV0397  ___________________________________________________________________
 SV0397* NAD 83(1986)-  47 49 02.     (N)    116 47 13.     (W)     SCALED    
 SV0397* NAVD 88     -       709.527  (meters)    2327.84   (feet)  ADJUSTED  
 SV0397  ___________________________________________________________________
 SV0397  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 SV0397  DYNAMIC HT  -         709.550 (meters)    2327.92  (feet)  COMP
 SV0397  MODELED GRAV-     980,622.8   (mgal)                       NAVD 88
 SV0397
 SV0397  VERT ORDER  -  SECOND    CLASS 0
 SV0397
 SV0397.The horizontal coordinates were scaled from a topographic map and have
 SV0397.an estimated accuracy of +/- 6 seconds.
 SV0397
 SV0397.The orthometric height was determined by differential leveling
 SV0397.and adjusted by the National Geodetic Survey in June 1991..
 SV0397
 SV0397.The geoid height was determined by GEOID03.
 SV0397
 SV0397.The dynamic height is computed by dividing the NAVD 88
 SV0397.geopotential number by the normal gravity value computed on the
 SV0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0397.degrees latitude (g = 980.6199 gals.).
 SV0397
 SV0397.The modeled gravity was interpolated from observed gravity values.
 SV0397
 SV0397;                    North         East    Units  Estimated Accuracy
 SV0397;SPC ID W     -   683,970.      722,350.      MT  (+/- 180 meters Scaled)
 SV0397
 SV0397                          SUPERSEDED SURVEY CONTROL
 SV0397
 SV0397  NGVD 29 (??/??/92)  708.344  (m)         2323.96   (f) ADJ UNCH    2 0
 SV0397
 SV0397.Superseded values are not recommended for survey control.
 SV0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0397.See file dsdata.txt to determine how the superseded data were derived.
 SV0397
 SV0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN159960(NAD 83)
 SV0397_MARKER: DB = BENCH MARK DISK
 SV0397_SETTING: 0 = UNSPECIFIED SETTING
 SV0397_STAMPING: A-131 1935
 SV0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0397
 SV0397  HISTORY     - Date     Condition        Report By
 SV0397  HISTORY     - 1935     MONUMENTED       CGS
 SV0397  HISTORY     - 1971     GOOD             IDDT
 SV0397
 SV0397                          STATION DESCRIPTION
 SV0397
 SV0397'DESCRIBED BY ID DEPT OF TRANSP 1971
 SV0397'9.6 MI N FROM COEUR DALENE.
 SV0397'ABOUT 9.6 MILES N. ALONG GOVT WAY AND U.S. 95 FROM COUNTY COURT HOUSE
 SV0397'AT COEURDALENE, KOOTENAI COUNTY, ABOUT 0.2 MILE S. OF INTERSECTION
 SV0397'IDAHO 53 AND U.S. 95, GO N. ON OLD HIGHWAY 0.05 MILE TO JUNCTION OF
 SV0397'OLD EAST WEST COUNTY ROAD.  (TREES HAVE GROWN UP THROUGH OLD HIGHWAY
 SV0397'AND COUNTY ROAD) ABOUT 200 FEET NW OF THE POINT OF A ROCK BLUFF, 65
 SV0397'FEET WEST OF THE FOOT OF THE BLUFF, 61 FEET NW OF THE CENTER OF THE
 SV0397'JUNCTION OF AN EAST-AND-WEST ROAD, 51 FEET NORTH OF THE CENTER LINE OF
 SV0397'THE EAST-AND-WEST ROAD, STATION IS 3.5 FEET NE OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0461 ***********************************************************************
 SV0461  DESIGNATION -  A 132
 SV0461  PID         -  SV0461
 SV0461  STATE/COUNTY-  ID/KOOTENAI
 SV0461  USGS QUAD   -  LANE (1981)
 SV0461
 SV0461                         *CURRENT SURVEY CONTROL
 SV0461  ___________________________________________________________________
 SV0461* NAD 83(1986)-  47 37 24.     (N)    116 33 09.     (W)     SCALED    
 SV0461* NAVD 88     -       808.317  (meters)    2651.95   (feet)  ADJUSTED  
 SV0461  ___________________________________________________________________
 SV0461  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 SV0461  DYNAMIC HT  -         808.315 (meters)    2651.95  (feet)  COMP
 SV0461  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 SV0461
 SV0461  VERT ORDER  -  SECOND    CLASS 0
 SV0461
 SV0461.The horizontal coordinates were scaled from a topographic map and have
 SV0461.an estimated accuracy of +/- 6 seconds.
 SV0461
 SV0461.The orthometric height was determined by differential leveling
 SV0461.and adjusted by the National Geodetic Survey in June 1991..
 SV0461
 SV0461.The geoid height was determined by GEOID03.
 SV0461
 SV0461.The dynamic height is computed by dividing the NAVD 88
 SV0461.geopotential number by the normal gravity value computed on the
 SV0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0461.degrees latitude (g = 980.6199 gals.).
 SV0461
 SV0461.The modeled gravity was interpolated from observed gravity values.
 SV0461
 SV0461;                    North         East    Units  Estimated Accuracy
 SV0461;SPC ID W     -   662,200.      739,680.      MT  (+/- 180 meters Scaled)
 SV0461
 SV0461                          SUPERSEDED SURVEY CONTROL
 SV0461
 SV0461  NGVD 29 (??/??/92)  807.176  (m)         2648.21   (f) ADJ UNCH    2 0
 SV0461
 SV0461.Superseded values are not recommended for survey control.
 SV0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0461.See file dsdata.txt to determine how the superseded data were derived.
 SV0461
 SV0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN336745(NAD 83)
 SV0461_MARKER: DB = BENCH MARK DISK
 SV0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0461_STAMPING: A 132 1935
 SV0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0461+STABILITY: SURFACE MOTION
 SV0461
 SV0461  HISTORY     - Date     Condition        Report By
 SV0461  HISTORY     - 1935     MONUMENTED       CGS
 SV0461  HISTORY     - 1957     MARK NOT FOUND   USGS
 SV0461
 SV0461                          STATION DESCRIPTION
 SV0461
 SV0461'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SV0461'15.2 MI NW FROM CATALDO.
 SV0461'15.2 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON-WASHINGTON
 SV0461'RAILROAD AND NAVIGATION COMPANY STATION AT CATALDO, KOOTENAI COUNTY,
 SV0461'180 FEET NORTHEAST OF THE NORTHEAST END OF A CUT, 105 FEET NORTHWEST
 SV0461'OF THE CENTERLINE OF A CREEK, 50 FEET SOUTHWEST OF THE SOUTHWEST END
 SV0461'OF A CUT, 43.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, ON THE
 SV0461'INSIDE OF A CURVE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 SV0461'STAMPED A 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0277 ***********************************************************************
 SV0277  DESIGNATION -  A 133
 SV0277  PID         -  SV0277
 SV0277  STATE/COUNTY-  ID/KOOTENAI
 SV0277  USGS QUAD   -  HARRISON (1996)
 SV0277
 SV0277                         *CURRENT SURVEY CONTROL
 SV0277  ___________________________________________________________________
 SV0277* NAD 83(1986)-  47 27 03.     (N)    116 47 02.     (W)     SCALED    
 SV0277* NAVD 88     -       652.229  (meters)    2139.85   (feet)  ADJUSTED  
 SV0277  ___________________________________________________________________
 SV0277  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 SV0277  DYNAMIC HT  -         652.230 (meters)    2139.86  (feet)  COMP
 SV0277  MODELED GRAV-     980,594.1   (mgal)                       NAVD 88
 SV0277
 SV0277  VERT ORDER  -  SECOND    CLASS 0
 SV0277
 SV0277.The horizontal coordinates were scaled from a topographic map and have
 SV0277.an estimated accuracy of +/- 6 seconds.
 SV0277
 SV0277.The orthometric height was determined by differential leveling
 SV0277.and adjusted by the National Geodetic Survey in June 1991..
 SV0277
 SV0277.The geoid height was determined by GEOID03.
 SV0277
 SV0277.The dynamic height is computed by dividing the NAVD 88
 SV0277.geopotential number by the normal gravity value computed on the
 SV0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0277.degrees latitude (g = 980.6199 gals.).
 SV0277
 SV0277.The modeled gravity was interpolated from observed gravity values.
 SV0277
 SV0277;                    North         East    Units  Estimated Accuracy
 SV0277;SPC ID W     -   643,230.      722,040.      MT  (+/- 180 meters Scaled)
 SV0277
 SV0277                          SUPERSEDED SURVEY CONTROL
 SV0277
 SV0277  NGVD 29 (??/??/92)  651.111  (m)         2136.19   (f) ADJ UNCH    2 0
 SV0277
 SV0277.Superseded values are not recommended for survey control.
 SV0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0277.See file dsdata.txt to determine how the superseded data were derived.
 SV0277
 SV0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN162552(NAD 83)
 SV0277_MARKER: DB = BENCH MARK DISK
 SV0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0277_STAMPING: A 133 1935
 SV0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0277+STABILITY: SURFACE MOTION
 SV0277
 SV0277  HISTORY     - Date     Condition        Report By
 SV0277  HISTORY     - 1935     MONUMENTED       CGS
 SV0277  HISTORY     - 1952     GOOD             NGS
 SV0277  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0277
 SV0277                          STATION DESCRIPTION
 SV0277
 SV0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0277'IN HARRISON.
 SV0277'AT HARRISON, AT THE UNION AND PACIFIC RAILWAY STATION, 23.9 FEET
 SV0277'SOUTHEAST OF THE SOUTHEAST CORNER, 19.3 FEET NORTHEAST OF THE
 SV0277'NORTHEAST RAIL OF THE MAIN TRACK, AND SET IN THE TOP OF A CONCRETE
 SV0277'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SV0277
 SV0277                          STATION RECOVERY (1976)
 SV0277
 SV0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0280 ***********************************************************************
 SV0280  DESIGNATION -  A 134
 SV0280  PID         -  SV0280
 SV0280  STATE/COUNTY-  ID/KOOTENAI
 SV0280  USGS QUAD   -  BLACK LAKE (1996)
 SV0280
 SV0280                         *CURRENT SURVEY CONTROL
 SV0280  ___________________________________________________________________
 SV0280* NAD 83(1986)-  47 28 47.     (N)    116 41 50.     (W)     SCALED    
 SV0280* NAVD 88     -       650.180  (meters)    2133.13   (feet)  ADJUSTED  
 SV0280  ___________________________________________________________________
 SV0280  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SV0280  DYNAMIC HT  -         650.160 (meters)    2133.07  (feet)  COMP
 SV0280  MODELED GRAV-     980,562.2   (mgal)                       NAVD 88
 SV0280
 SV0280  VERT ORDER  -  SECOND    CLASS 0
 SV0280
 SV0280.The horizontal coordinates were scaled from a topographic map and have
 SV0280.an estimated accuracy of +/- 6 seconds.
 SV0280
 SV0280.The orthometric height was determined by differential leveling
 SV0280.and adjusted by the National Geodetic Survey in June 1991..
 SV0280
 SV0280.The geoid height was determined by GEOID03.
 SV0280
 SV0280.The dynamic height is computed by dividing the NAVD 88
 SV0280.geopotential number by the normal gravity value computed on the
 SV0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0280.degrees latitude (g = 980.6199 gals.).
 SV0280
 SV0280.The modeled gravity was interpolated from observed gravity values.
 SV0280
 SV0280;                    North         East    Units  Estimated Accuracy
 SV0280;SPC ID W     -   646,360.      728,610.      MT  (+/- 180 meters Scaled)
 SV0280
 SV0280                          SUPERSEDED SURVEY CONTROL
 SV0280
 SV0280  NGVD 29 (??/??/92)  649.043  (m)         2129.40   (f) ADJ UNCH    2 0
 SV0280
 SV0280.Superseded values are not recommended for survey control.
 SV0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0280.See file dsdata.txt to determine how the superseded data were derived.
 SV0280
 SV0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN228585(NAD 83)
 SV0280_MARKER: DB = BENCH MARK DISK
 SV0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0280_STAMPING: A 134 1935
 SV0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0280+STABILITY: SURFACE MOTION
 SV0280
 SV0280  HISTORY     - Date     Condition        Report By
 SV0280  HISTORY     - 1935     MONUMENTED       CGS
 SV0280
 SV0280                          STATION DESCRIPTION
 SV0280
 SV0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0280'1.9 MI NE FROM SPRINGSTON.
 SV0280'1.9 MILES NORTHEAST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0280'NAVIGATION CO. RAILROAD FROM THE STATION AT SPRINGSTON, KOOTENAI
 SV0280'COUNTY, 0.3 MILE SOUTHWEST OF MILEPOST 36, 21.5 FEET SOUTHEAST OF THE
 SV0280'CENTERLINE OF THE TRACK, 2.3 FEET NORTHWEST OF A TELEPHONE POLE, AND 1
 SV0280'FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A
 SV0280'134 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0295 ***********************************************************************
 SV0295  DESIGNATION -  A 135
 SV0295  PID         -  SV0295
 SV0295  STATE/COUNTY-  ID/BENEWAH
 SV0295  USGS QUAD   -  ST MARIES (1995)
 SV0295
 SV0295                         *CURRENT SURVEY CONTROL
 SV0295  ___________________________________________________________________
 SV0295* NAD 83(1986)-  47 19 14.     (N)    116 35 47.     (W)     SCALED    
 SV0295* NAVD 88     -       654.312  (meters)    2146.69   (feet)  ADJUSTED  
 SV0295  ___________________________________________________________________
 SV0295  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 SV0295  DYNAMIC HT  -         654.303 (meters)    2146.66  (feet)  COMP
 SV0295  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 SV0295
 SV0295  VERT ORDER  -  SECOND    CLASS 0
 SV0295
 SV0295.The horizontal coordinates were scaled from a topographic map and have
 SV0295.an estimated accuracy of +/- 6 seconds.
 SV0295
 SV0295.The orthometric height was determined by differential leveling
 SV0295.and adjusted by the National Geodetic Survey in June 1991..
 SV0295
 SV0295.The geoid height was determined by GEOID03.
 SV0295
 SV0295.The dynamic height is computed by dividing the NAVD 88
 SV0295.geopotential number by the normal gravity value computed on the
 SV0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0295.degrees latitude (g = 980.6199 gals.).
 SV0295
 SV0295.The modeled gravity was interpolated from observed gravity values.
 SV0295
 SV0295;                    North         East    Units  Estimated Accuracy
 SV0295;SPC ID W     -   628,580.      736,020.      MT  (+/- 180 meters Scaled)
 SV0295
 SV0295                          SUPERSEDED SURVEY CONTROL
 SV0295
 SV0295  NGVD 29 (??/??/92)  653.196  (m)         2143.03   (f) ADJ UNCH    2 0
 SV0295
 SV0295.Superseded values are not recommended for survey control.
 SV0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0295.See file dsdata.txt to determine how the superseded data were derived.
 SV0295
 SV0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN305408(NAD 83)
 SV0295_MARKER: DB = BENCH MARK DISK
 SV0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0295_STAMPING: A-135 1935
 SV0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0295+STABILITY: SURFACE MOTION
 SV0295
 SV0295  HISTORY     - Date     Condition        Report By
 SV0295  HISTORY     - 1935     MONUMENTED       CGS
 SV0295  HISTORY     - 1982     GOOD             NGS
 SV0295
 SV0295                          STATION DESCRIPTION
 SV0295
 SV0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0295'1.3 MI W FROM ST MARIES.
 SV0295'1.3 MILE WEST OF, ALONG C.M.ST.P. AND P.RY., FROM STATION.  ABOUT 0.1
 SV0295'MILE EAST OF RAILROAD SIDE TRACK.  57.5 FEET SOUTH OF CENTERLINE OF
 SV0295'RAILROAD CROSSING.  14.9 FEET SOUTHWEST OF CENTERLINE OF DIRT ROAD.
 SV0295'10.9 FEET NORTHWEST OF NORTHWEST END OF IRON GATE.  1.6 FT. NORTHEAST
 SV0295'OF R/W FENCE.  0.2 MILE WEST OF MILE POST 1819.  TABLET SET IN PRECAST
 SV0295'CONCRETE POST.
 SV0295
 SV0295                          STATION RECOVERY (1982)
 SV0295
 SV0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SV0295'0.24 KM (0.15 MI) SOUTH ALONG 10TH STREET FROM THE RAILROAD STATION
 SV0295'IN ST MARIES TO THE JUNCTION OF STATE HIGHWAY 5 THENCE RIGHT WEST ON
 SV0295'STATE HIGHWAY 5 FOR 2.33 KM (1.45 MI) TO A SIDE ROAD RIGHT THENCE
 SV0295'RIGHT NORTH AND THEN LEFT WEST ALONG BLADED ROAD FOR 0.04 KM (0.25
 SV0295'MI) TO THE RAILROAD TRACK THENCE RIGHT ALONG THE TRACK FOR 22 RAILS
 SV0295'TO THE MARK ON THE RIGHT 8.2 M (27 FT) WEST OF THE RIGHT OF WAY
 SV0295'FENCE, 4.6 M (15 FT) SOUTHWEST OF THE CENTER OF AN OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0114 ***********************************************************************
 QB0114  DESIGNATION -  A 136
 QB0114  PID         -  QB0114
 QB0114  STATE/COUNTY-  ID/VALLEY
 QB0114  USGS QUAD   -  CASCADE (1985)
 QB0114
 QB0114                         *CURRENT SURVEY CONTROL
 QB0114  ___________________________________________________________________
 QB0114* NAD 83(1986)-  44 31 39.     (N)    116 01 20.     (W)     SCALED    
 QB0114* NAVD 88     -      1452.295  (meters)    4764.74   (feet)  ADJUSTED  
 QB0114  ___________________________________________________________________
 QB0114  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 QB0114  DYNAMIC HT  -        1451.629 (meters)    4762.55  (feet)  COMP
 QB0114  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 QB0114
 QB0114  VERT ORDER  -  SECOND    CLASS 0
 QB0114
 QB0114.The horizontal coordinates were scaled from a topographic map and have
 QB0114.an estimated accuracy of +/- 6 seconds.
 QB0114
 QB0114.The orthometric height was determined by differential leveling
 QB0114.and adjusted by the National Geodetic Survey in June 1991..
 QB0114
 QB0114.The geoid height was determined by GEOID03.
 QB0114
 QB0114.The dynamic height is computed by dividing the NAVD 88
 QB0114.geopotential number by the normal gravity value computed on the
 QB0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0114.degrees latitude (g = 980.6199 gals.).
 QB0114
 QB0114.The modeled gravity was interpolated from observed gravity values.
 QB0114
 QB0114;                    North         East    Units  Estimated Accuracy
 QB0114;SPC ID W     -   317,840.      778,360.      MT  (+/- 180 meters Scaled)
 QB0114
 QB0114                          SUPERSEDED SURVEY CONTROL
 QB0114
 QB0114  NGVD 29 (??/??/92) 1451.210  (m)         4761.18   (f) ADJ UNCH    2 0
 QB0114
 QB0114.Superseded values are not recommended for survey control.
 QB0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0114.See file dsdata.txt to determine how the superseded data were derived.
 QB0114
 QB0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK776309(NAD 83)
 QB0114_MARKER: DB = BENCH MARK DISK
 QB0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0114_STAMPING: A-136-1935
 QB0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0114+STABILITY: SURFACE MOTION
 QB0114
 QB0114  HISTORY     - Date     Condition        Report By
 QB0114  HISTORY     - 1935     MONUMENTED       CGS
 QB0114
 QB0114                          STATION DESCRIPTION
 QB0114
 QB0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0114'0.1 MI E FROM CASCADE.
 QB0114'MARK LOCATED AT CASCADE AIRPORT.  0.1 MILE EAST OF A JUNCTION WITH A
 QB0114'ROAD LEADING NORTH.  175 FEET EAST OF THE NORTHEAST CORNER OF THE
 QB0114'HANGER.  145 FEET EAST OF CENTER OF GATE TO THE LANDING FIELD.  29.0
 QB0114'FEET SOUTH OF CENTERLINE OF ROAD.  1 FOOT NORTH OF FENCE LINE, AND SET
 QB0114'IN THE TOP OF A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0043 ***********************************************************************
 QB0043  DESIGNATION -  A 137
 QB0043  PID         -  QB0043
 QB0043  STATE/COUNTY-  ID/ADAMS
 QB0043  USGS QUAD   -  NEW MEADOWS (1986)
 QB0043
 QB0043                         *CURRENT SURVEY CONTROL
 QB0043  ___________________________________________________________________
 QB0043* NAD 83(1986)-  44 57 59.     (N)    116 15 55.     (W)     SCALED    
 QB0043* NAVD 88     -      1188.972  (meters)    3900.82   (feet)  ADJUSTED  
 QB0043  ___________________________________________________________________
 QB0043  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 QB0043  DYNAMIC HT  -        1188.537 (meters)    3899.39  (feet)  COMP
 QB0043  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 QB0043
 QB0043  VERT ORDER  -  FIRST     CLASS II
 QB0043
 QB0043.The horizontal coordinates were scaled from a topographic map and have
 QB0043.an estimated accuracy of +/- 6 seconds.
 QB0043
 QB0043.The orthometric height was determined by differential leveling
 QB0043.and adjusted by the National Geodetic Survey in June 1991..
 QB0043
 QB0043.The geoid height was determined by GEOID03.
 QB0043
 QB0043.The dynamic height is computed by dividing the NAVD 88
 QB0043.geopotential number by the normal gravity value computed on the
 QB0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0043.degrees latitude (g = 980.6199 gals.).
 QB0043
 QB0043.The modeled gravity was interpolated from observed gravity values.
 QB0043
 QB0043;                    North         East    Units  Estimated Accuracy
 QB0043;SPC ID W     -   366,700.      759,350.      MT  (+/- 180 meters Scaled)
 QB0043
 QB0043                          SUPERSEDED SURVEY CONTROL
 QB0043
 QB0043  NGVD 29 (??/??/92) 1187.852  (m)         3897.14   (f) ADJ UNCH    1 2
 QB0043
 QB0043.Superseded values are not recommended for survey control.
 QB0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0043.See file dsdata.txt to determine how the superseded data were derived.
 QB0043
 QB0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK579794(NAD 83)
 QB0043_MARKER: DB = BENCH MARK DISK
 QB0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0043_STAMPING: A 137 1935
 QB0043_MARK LOGO: CGS   
 QB0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0043+STABILITY: SURFACE MOTION
 QB0043
 QB0043  HISTORY     - Date     Condition        Report By
 QB0043  HISTORY     - 1935     MONUMENTED       CGS
 QB0043  HISTORY     - 1973     GOOD             USGS
 QB0043  HISTORY     - 1982     GOOD             NGS
 QB0043
 QB0043                          STATION DESCRIPTION
 QB0043
 QB0043'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QB0043'1.6 MI E FROM NEW MEADOWS.
 QB0043'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 15 FROM THE BEAUMONT SCHOOL
 QB0043'AT NEW MEADOWS.  ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 55 FROM THE
 QB0043'JUNCTION WITH U.S. HIGHWAY 95 AT NEW MEADOWS, ADAMS COUNTY, 40 FEET
 QB0043'NORTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET WEST OF THE CENTER OF
 QB0043'A WOODEN FIELD GATE IN THE RIGHT OF WAY FENCE, 17.5 FEET NORTHWEST OF
 QB0043'THE NORTHEAST END OF A PIPE CULVERT, AND 1 FOOT SOUTH OF THE RIGHT OF
 QB0043'WAY FENCE.  A STANDARD DISK, STAMPED A 137 1935 AND SET IN THE TOP OF
 QB0043'A CONCRETE POST.
 QB0043
 QB0043                          STATION RECOVERY (1982)
 QB0043
 QB0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QB0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0545 ***********************************************************************
 QA0545  DESIGNATION -  A 138
 QA0545  PID         -  QA0545
 QA0545  STATE/COUNTY-  ID/VALLEY
 QA0545  USGS QUAD   -  WARM LAKE (1988)
 QA0545
 QA0545                         *CURRENT SURVEY CONTROL
 QA0545  ___________________________________________________________________
 QA0545* NAD 83(1986)-  44 39 13.     (N)    115 39 24.     (W)     SCALED    
 QA0545* NAVD 88     -      1623.095  (meters)    5325.10   (feet)  POSTED    
 QA0545  ___________________________________________________________________
 QA0545  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 QA0545  DYNAMIC HT  -        1622.230 (meters)    5322.27  (feet)  COMP
 QA0545  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 QA0545
 QA0545  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QA0545
 QA0545.The horizontal coordinates were scaled from a topographic map and have
 QA0545.an estimated accuracy of +/- 6 seconds.
 QA0545
 QA0545.The orthometric height was determined by differential leveling
 QA0545.and adjusted by the National Geodetic Survey in 1992..
 QA0545.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QA0545.rate of 4.1 thru 8.0 mm/km.
 QA0545
 QA0545.The geoid height was determined by GEOID03.
 QA0545
 QA0545.The dynamic height is computed by dividing the NAVD 88
 QA0545.geopotential number by the normal gravity value computed on the
 QA0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0545.degrees latitude (g = 980.6199 gals.).
 QA0545
 QA0545.The modeled gravity was interpolated from observed gravity values.
 QA0545
 QA0545;                    North         East    Units  Estimated Accuracy
 QA0545;SPC ID W     -   331,820.      807,400.      MT  (+/- 180 meters Scaled)
 QA0545
 QA0545                          SUPERSEDED SURVEY CONTROL
 QA0545
 QA0545  NGVD 29 (??/??/92) 1621.854  (m)         5321.03   (f) ADJ UNCH    2 0
 QA0545
 QA0545.Superseded values are not recommended for survey control.
 QA0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0545.See file dsdata.txt to determine how the superseded data were derived.
 QA0545
 QA0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK065453(NAD 83)
 QA0545_MARKER: DB = BENCH MARK DISK
 QA0545_SETTING: 80 = SET IN A BOULDER
 QA0545_SP_SET: BOULDER
 QA0545_STAMPING: A 138 1935
 QA0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0545+STABILITY: SURFACE MOTION
 QA0545
 QA0545  HISTORY     - Date     Condition        Report By
 QA0545  HISTORY     - 1935     MONUMENTED       CGS
 QA0545
 QA0545                          STATION DESCRIPTION
 QA0545
 QA0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0545'2.1 MI SE FROM KNOX.
 QA0545'2.1 MILES SOUTHEAST ALONG THE LANDMARK ROAD FROM THE WARM LAKE ROAD
 QA0545'JUNCTION AT KNOX, VALLEY COUNTY, ABOUT 0.1 MILE SOUTHEAST OF THE
 QA0545'JUNCTION OF A ROAD LEADING TO PARADISE VALLEY, ABOUT 165 FEET
 QA0545'SOUTHEAST OF A POST MARKED 11, AT THE SOUTH END OF A CURVE TO THE
 QA0545'SOUTH, 22.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 17 FEET EAST OF
 QA0545'THE EAST END OF A PIPE CULVERT, IN THE TOP OF A GRANITE BOULDER
 QA0545'PROJECTING ABOUT 3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED A 138
 QA0545'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0071 ***********************************************************************
 QB0071  DESIGNATION -  A 139
 QB0071  PID         -  QB0071
 QB0071  STATE/COUNTY-  ID/VALLEY
 QB0071  USGS QUAD   -  DONNELLY (1985)
 QB0071
 QB0071                         *CURRENT SURVEY CONTROL
 QB0071  ___________________________________________________________________
 QB0071* NAD 83(1986)-  44 44 02.     (N)    116 04 46.     (W)     SCALED    
 QB0071* NAVD 88     -      1484.526  (meters)    4870.48   (feet)  ADJUSTED  
 QB0071  ___________________________________________________________________
 QB0071  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 QB0071  DYNAMIC HT  -        1483.853 (meters)    4868.27  (feet)  COMP
 QB0071  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 QB0071
 QB0071  VERT ORDER  -  SECOND    CLASS 0
 QB0071
 QB0071.The horizontal coordinates were scaled from a topographic map and have
 QB0071.an estimated accuracy of +/- 6 seconds.
 QB0071
 QB0071.The orthometric height was determined by differential leveling
 QB0071.and adjusted by the National Geodetic Survey in June 1991..
 QB0071
 QB0071.The geoid height was determined by GEOID03.
 QB0071
 QB0071.The dynamic height is computed by dividing the NAVD 88
 QB0071.geopotential number by the normal gravity value computed on the
 QB0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0071.degrees latitude (g = 980.6199 gals.).
 QB0071
 QB0071.The modeled gravity was interpolated from observed gravity values.
 QB0071
 QB0071;                    North         East    Units  Estimated Accuracy
 QB0071;SPC ID W     -   340,790.      773,910.      MT  (+/- 180 meters Scaled)
 QB0071
 QB0071                          SUPERSEDED SURVEY CONTROL
 QB0071
 QB0071  NGVD 29 (??/??/92) 1483.387  (m)         4866.75   (f) ADJ UNCH    2 0
 QB0071
 QB0071.Superseded values are not recommended for survey control.
 QB0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0071.See file dsdata.txt to determine how the superseded data were derived.
 QB0071
 QB0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK728538(NAD 83)
 QB0071_MARKER: DB = BENCH MARK DISK
 QB0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0071_SP_SET: FOOTING
 QB0071_STAMPING: A 139 1935
 QB0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0071
 QB0071  HISTORY     - Date     Condition        Report By
 QB0071  HISTORY     - 1935     MONUMENTED       CGS
 QB0071
 QB0071                          STATION DESCRIPTION
 QB0071
 QB0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0071'IN DONNELLY.
 QB0071'AT DONNELLY, VALLEY COUNTY, ABOUT 280 FEET NORTH OF THE OREGON SHORT
 QB0071'LINE RAILROAD STATION, 11.5 FEET WEST OF THE CENTER LINE OF THE TRACK,
 QB0071'IN THE TOP OF THE NORTH ONE OF THE EAST FOOTINGS OF THE WATER TANK,
 QB0071'AND ABOUT 1-1/2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED A 139
 QB0071'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0096 ***********************************************************************
 OZ0096  DESIGNATION -  A 14
 OZ0096  PID         -  OZ0096
 OZ0096  STATE/COUNTY-  ID/BLAINE
 OZ0096  USGS QUAD   -  SEAMANS CREEK (1979)
 OZ0096
 OZ0096                         *CURRENT SURVEY CONTROL
 OZ0096  ___________________________________________________________________
 OZ0096* NAD 83(1986)-  43 25 09.     (N)    114 13 31.     (W)     SCALED    
 OZ0096* NAVD 88     -      1543.848  (meters)    5065.11   (feet)  ADJUSTED  
 OZ0096  ___________________________________________________________________
 OZ0096  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 OZ0096  DYNAMIC HT  -        1542.976 (meters)    5062.25  (feet)  COMP
 OZ0096  MODELED GRAV-     980,000.7   (mgal)                       NAVD 88
 OZ0096
 OZ0096  VERT ORDER  -  FIRST     CLASS II
 OZ0096
 OZ0096.The horizontal coordinates were scaled from a topographic map and have
 OZ0096.an estimated accuracy of +/- 6 seconds.
 OZ0096
 OZ0096.The orthometric height was determined by differential leveling
 OZ0096.and adjusted by the National Geodetic Survey in June 1991..
 OZ0096
 OZ0096.The geoid height was determined by GEOID03.
 OZ0096
 OZ0096.The dynamic height is computed by dividing the NAVD 88
 OZ0096.geopotential number by the normal gravity value computed on the
 OZ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0096.degrees latitude (g = 980.6199 gals.).
 OZ0096
 OZ0096.The modeled gravity was interpolated from observed gravity values.
 OZ0096
 OZ0096;                    North         East    Units  Estimated Accuracy
 OZ0096;SPC ID C     -   194,690.      481,760.      MT  (+/- 180 meters Scaled)
 OZ0096
 OZ0096                          SUPERSEDED SURVEY CONTROL
 OZ0096
 OZ0096  NGVD 29 (??/??/92) 1542.769  (m)         5061.57   (f) ADJ UNCH    1 2
 OZ0096
 OZ0096.Superseded values are not recommended for survey control.
 OZ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0096.See file dsdata.txt to determine how the superseded data were derived.
 OZ0096
 OZ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ246111(NAD 83)
 OZ0096_MARKER: DB = BENCH MARK DISK
 OZ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0096_STAMPING: 5061.676 A 14 1933
 OZ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0096+STABILITY: SURFACE MOTION
 OZ0096
 OZ0096  HISTORY     - Date     Condition        Report By
 OZ0096  HISTORY     - 1933     MONUMENTED       CGS
 OZ0096  HISTORY     - 1934     POOR             NGS
 OZ0096
 OZ0096                          STATION DESCRIPTION
 OZ0096
 OZ0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0096'2.9 MI SE FROM BELLEVUE.
 OZ0096'2.9 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OZ0096'BELLEVUE, BLAINE COUNTY, 2.2 MILES NORTHWEST OF BALAAM, 25 FEET
 OZ0096'NORTHWEST OF MILEPOST 49, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OZ0096'TRACK, AND 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 OZ0096'5061.676 A 14 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 OZ0096'FOOT ABOVE GROUND.  NOTE-- THE MARK HAS BEEN STRUCK SEVERAL HARD
 OZ0096'BLOWS, AND ONE CORNER OF THE POST IS BROKEN, BUT APPARENTLY UNMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0156 ***********************************************************************
 QB0156  DESIGNATION -  A 140
 QB0156  PID         -  QB0156
 QB0156  STATE/COUNTY-  ID/VALLEY
 QB0156  USGS QUAD   -  ALPHA (1985)
 QB0156
 QB0156                         *CURRENT SURVEY CONTROL
 QB0156  ___________________________________________________________________
 QB0156* NAD 83(1986)-  44 23 34.     (N)    116 00 27.     (W)     SCALED    
 QB0156* NAVD 88     -      1449.910  (meters)    4756.91   (feet)  POSTED    
 QB0156  ___________________________________________________________________
 QB0156  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 QB0156  DYNAMIC HT  -        1449.240 (meters)    4754.71  (feet)  COMP
 QB0156  MODELED GRAV-     980,103.9   (mgal)                       NAVD 88
 QB0156
 QB0156  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QB0156
 QB0156.The horizontal coordinates were scaled from a topographic map and have
 QB0156.an estimated accuracy of +/- 6 seconds.
 QB0156
 QB0156.The orthometric height was determined by differential leveling
 QB0156.and adjusted by the National Geodetic Survey in 1992..
 QB0156.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QB0156.rate of 4.1 thru 8.0 mm/km.
 QB0156
 QB0156.The geoid height was determined by GEOID03.
 QB0156
 QB0156.The dynamic height is computed by dividing the NAVD 88
 QB0156.geopotential number by the normal gravity value computed on the
 QB0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0156.degrees latitude (g = 980.6199 gals.).
 QB0156
 QB0156.The modeled gravity was interpolated from observed gravity values.
 QB0156
 QB0156;                    North         East    Units  Estimated Accuracy
 QB0156;SPC ID W     -   302,870.      779,490.      MT  (+/- 180 meters Scaled)
 QB0156
 QB0156                          SUPERSEDED SURVEY CONTROL
 QB0156
 QB0156  NGVD 29 (??/??/92) 1448.759  (m)         4753.14   (f) ADJ UNCH    2 0
 QB0156
 QB0156.Superseded values are not recommended for survey control.
 QB0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0156.See file dsdata.txt to determine how the superseded data were derived.
 QB0156
 QB0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK790159(NAD 83)
 QB0156_MARKER: DB = BENCH MARK DISK
 QB0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0156_STAMPING: A 140 1935
 QB0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0156+STABILITY: SURFACE MOTION
 QB0156
 QB0156  HISTORY     - Date     Condition        Report By
 QB0156  HISTORY     - 1935     MONUMENTED       CGS
 QB0156
 QB0156                          STATION DESCRIPTION
 QB0156
 QB0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0156'9.3 MI S FROM CASCADE.
 QB0156'9.3 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE OREGON SHORT LINE
 QB0156'RAILROAD STATION AT CASCADE, VALLEY COUNTY, ABOUT 1.4 MILES SOUTH OF
 QB0156'CLEAR CREEK, ABOUT 168 FEET SOUTH OF A RIGHT-OF-WAY MARKER STAMPED
 QB0156'420+41.0 A 420+31.6 B, ABOUT 135 FEET SOUTH OF A PIPE CULVERT, ABOUT
 QB0156'61.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE U.E. HERRICK
 QB0156'FARMHOUSE, 44 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 QB0156'NORTH OF THE CENTER OF THE FARMYARD GATE, AND 2 FEET EAST OF THE
 QB0156'PROPERTY LINE FENCE.  A STANDARD DISK, STAMPED A 140 1935 AND SET IN
 QB0156'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0581 ***********************************************************************
 OH0581  DESIGNATION -  A 141
 OH0581  PID         -  OH0581
 OH0581  STATE/COUNTY-  ID/CANYON
 OH0581  USGS QUAD   -  NAMPA (1971)
 OH0581
 OH0581                         *CURRENT SURVEY CONTROL
 OH0581  ___________________________________________________________________
 OH0581* NAD 83(1986)-  43 35 36.     (N)    116 32 35.     (W)     SCALED    
 OH0581* NAVD 88     -       767.892  (meters)    2519.33   (feet)  ADJUSTED  
 OH0581  ___________________________________________________________________
 OH0581  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 OH0581  DYNAMIC HT  -         767.628 (meters)    2518.46  (feet)  COMP
 OH0581  MODELED GRAV-     980,250.1   (mgal)                       NAVD 88
 OH0581
 OH0581  VERT ORDER  -  SECOND    CLASS 0
 OH0581
 OH0581.The horizontal coordinates were scaled from a topographic map and have
 OH0581.an estimated accuracy of +/- 6 seconds.
 OH0581
 OH0581.The orthometric height was determined by differential leveling
 OH0581.and adjusted by the National Geodetic Survey in June 1991..
 OH0581
 OH0581.The geoid height was determined by GEOID03.
 OH0581
 OH0581.The dynamic height is computed by dividing the NAVD 88
 OH0581.geopotential number by the normal gravity value computed on the
 OH0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0581.degrees latitude (g = 980.6199 gals.).
 OH0581
 OH0581.The modeled gravity was interpolated from observed gravity values.
 OH0581
 OH0581;                    North         East    Units  Estimated Accuracy
 OH0581;SPC ID W     -   214,320.      735,960.      MT  (+/- 180 meters Scaled)
 OH0581
 OH0581                          SUPERSEDED SURVEY CONTROL
 OH0581
 OH0581  NGVD 29 (??/??/92)  766.956  (m)         2516.25   (f) ADJ UNCH    2 0
 OH0581
 OH0581.Superseded values are not recommended for survey control.
 OH0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0581.See file dsdata.txt to determine how the superseded data were derived.
 OH0581
 OH0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ368268(NAD 83)
 OH0581_MARKER: DB = BENCH MARK DISK
 OH0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0581_SP_SET: SIPHON
 OH0581_STAMPING: A 141 1935
 OH0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0581
 OH0581  HISTORY     - Date     Condition        Report By
 OH0581  HISTORY     - 1935     MONUMENTED       CGS
 OH0581  HISTORY     - 1936     GOOD             NGS
 OH0581  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0581
 OH0581                          STATION DESCRIPTION
 OH0581
 OH0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OH0581'0.9 MI NE FROM NAMPA.
 OH0581'0.9 MILE NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH0581'LAKEVIEW PARK AT NAMPA, CANYON COUNTY, 265 FEET SOUTH OF MILEPOST B
 OH0581'466, 1,040 FEET NORTH OF SEMAPHORE B 4662, 585 FEET NORTH OF THE
 OH0581'CENTER OF THE JUNCTION OF A SPUR TRACK,50 FEET NORTH OF THE CENTER OF
 OH0581'THE CROSSING OF A GRAVEL ROAD, 14.4 FEET WEST OF THE CENTERLINE OF THE
 OH0581'TRACK, AND IN THE TOP OF THE CONCRETE HEADWALL OF AN INVERTED
 OH0581'IRRIGATION SIPHON.  A STANDARD DISK, STAMPED A 141 1935.
 OH0581
 OH0581                          STATION RECOVERY (1983)
 OH0581
 OH0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0057 ***********************************************************************
 OH0057  DESIGNATION -  A 142
 OH0057  PID         -  OH0057
 OH0057  STATE/COUNTY-  ID/ADA
 OH0057  USGS QUAD   -  LUCKY PEAK (1972)
 OH0057
 OH0057                         *CURRENT SURVEY CONTROL
 OH0057  ___________________________________________________________________
 OH0057* NAD 83(1986)-  43 33 53.     (N)    116 06 46.     (W)     SCALED    
 OH0057* NAVD 88     -       851.538  (meters)    2793.75   (feet)  ADJUSTED  
 OH0057  ___________________________________________________________________
 OH0057  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 OH0057  DYNAMIC HT  -         851.202 (meters)    2792.65  (feet)  COMP
 OH0057  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 OH0057
 OH0057  VERT ORDER  -  SECOND    CLASS 0
 OH0057
 OH0057.The horizontal coordinates were scaled from a topographic map and have
 OH0057.an estimated accuracy of +/- 6 seconds.
 OH0057
 OH0057.The orthometric height was determined by differential leveling
 OH0057.and adjusted by the National Geodetic Survey in June 1991..
 OH0057
 OH0057.The geoid height was determined by GEOID03.
 OH0057
 OH0057.The dynamic height is computed by dividing the NAVD 88
 OH0057.geopotential number by the normal gravity value computed on the
 OH0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0057.degrees latitude (g = 980.6199 gals.).
 OH0057
 OH0057.The modeled gravity was interpolated from observed gravity values.
 OH0057
 OH0057;                    North         East    Units  Estimated Accuracy
 OH0057;SPC ID W     -   210,900.      770,690.      MT  (+/- 180 meters Scaled)
 OH0057
 OH0057                          SUPERSEDED SURVEY CONTROL
 OH0057
 OH0057  NGVD 29 (??/??/92)  850.563  (m)         2790.56   (f) ADJ UNCH    2 0
 OH0057
 OH0057.Superseded values are not recommended for survey control.
 OH0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0057.See file dsdata.txt to determine how the superseded data were derived.
 OH0057
 OH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ716239(NAD 83)
 OH0057_MARKER: DB = BENCH MARK DISK
 OH0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0057_STAMPING: A 142 1935
 OH0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0057+STABILITY: SURFACE MOTION
 OH0057
 OH0057  HISTORY     - Date     Condition        Report By
 OH0057  HISTORY     - 1935     MONUMENTED       CGS
 OH0057  HISTORY     - 1954     MARK NOT FOUND   USGS
 OH0057  HISTORY     - 1971     MARK NOT FOUND   NGS
 OH0057  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0057
 OH0057                          STATION DESCRIPTION
 OH0057
 OH0057'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OH0057'6.3 MI SE FROM BOISE.
 OH0057'6.3 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 OH0057'BOISE, ADA COUNTY, 385 FEET EAST OF THE CROSSING OF THE OREGON SHORT
 OH0057'LINE RAILROAD, 49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.4
 OH0057'FEET NORTH OF A SWITCH STAND, AND AT THE NORTHEAST CORNER OF THE BOISE
 OH0057'PAYETTE LUMBER CO. SAWMILL.  A STANDARD DISK, STAMPED A 142 1935 AND
 OH0057'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE HAS BEEN THE REMOVAL
 OH0057'OF RAILROAD AND INTENSIVE AGRICULTURAL ACTIVITY IN THE IMMEDIATE
 OH0057'VICINITY.
 OH0057
 OH0057                          STATION RECOVERY (1971)
 OH0057
 OH0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OH0057'MARK NOT FOUND.
 OH0057
 OH0057                          STATION RECOVERY (1979)
 OH0057
 OH0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0691 ***********************************************************************
 OH0691  DESIGNATION -  A 144
 OH0691  PID         -  OH0691
 OH0691  STATE/COUNTY-  ID/GEM
 OH0691  USGS QUAD   -  SOUTHWEST EMMETT (1970)
 OH0691
 OH0691                         *CURRENT SURVEY CONTROL
 OH0691  ___________________________________________________________________
 OH0691* NAD 83(1986)-  43 51 42.     (N)    116 31 57.     (W)     SCALED    
 OH0691* NAVD 88     -       716.703  (meters)    2351.38   (feet)  ADJUSTED  
 OH0691  ___________________________________________________________________
 OH0691  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 OH0691  DYNAMIC HT  -         716.461 (meters)    2350.59  (feet)  COMP
 OH0691  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 OH0691
 OH0691  VERT ORDER  -  SECOND    CLASS 0
 OH0691
 OH0691.The horizontal coordinates were scaled from a topographic map and have
 OH0691.an estimated accuracy of +/- 6 seconds.
 OH0691
 OH0691.The orthometric height was determined by differential leveling
 OH0691.and adjusted by the National Geodetic Survey in June 1991..
 OH0691
 OH0691.The geoid height was determined by GEOID03.
 OH0691
 OH0691.The dynamic height is computed by dividing the NAVD 88
 OH0691.geopotential number by the normal gravity value computed on the
 OH0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0691.degrees latitude (g = 980.6199 gals.).
 OH0691
 OH0691.The modeled gravity was interpolated from observed gravity values.
 OH0691
 OH0691;                    North         East    Units  Estimated Accuracy
 OH0691;SPC ID W     -   244,120.      737,100.      MT  (+/- 180 meters Scaled)
 OH0691
 OH0691                          SUPERSEDED SURVEY CONTROL
 OH0691
 OH0691  NGVD 29 (??/??/92)  715.750  (m)         2348.26   (f) ADJ UNCH    2 0
 OH0691
 OH0691.Superseded values are not recommended for survey control.
 OH0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0691.See file dsdata.txt to determine how the superseded data were derived.
 OH0691
 OH0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ375566(NAD 83)
 OH0691_MARKER: DB = BENCH MARK DISK
 OH0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0691_STAMPING: A 144 1935
 OH0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0691+STABILITY: SURFACE MOTION
 OH0691
 OH0691  HISTORY     - Date     Condition        Report By
 OH0691  HISTORY     - 1935     MONUMENTED       CGS
 OH0691  HISTORY     - 1970     MARK NOT FOUND   NGS
 OH0691
 OH0691                          STATION DESCRIPTION
 OH0691
 OH0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0691'1.9 MI SW FROM EMMETT.
 OH0691'ABOUT 1.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OH0691'STATION AT EMMETT, GEM COUNTY, ABOUT 450 FEET NORTHEAST OF MILE POST
 OH0691'25, 48.5 FEET NORTHWEST OF THE CENTER LINE OF THE TRACKS, 23.5 FEET
 OH0691'EAST OF THE CENTER LINE OF A NORTH-AND-SOUTH ROAD, AND 1.5 FEET
 OH0691'SOUTHEAST OF THE WEST CORNER OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OH0691'DISK, STAMPED A 144 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 OH0691'THE CROSSING HAS BEEN IMPROVED, AND A RAILROAD SIGNAL HAS BEEN
 OH0691'INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0687 ***********************************************************************
 OZ0687  DESIGNATION -  A 145
 OZ0687  PID         -  OZ0687
 OZ0687  STATE/COUNTY-  ID/BOISE
 OZ0687  USGS QUAD   -  IDAHO CITY (1976)
 OZ0687
 OZ0687                         *CURRENT SURVEY CONTROL
 OZ0687  ___________________________________________________________________
 OZ0687* NAD 83(1986)-  43 51 31.     (N)    115 45 45.     (W)     SCALED    
 OZ0687* NAVD 88     -      1302.783  (meters)    4274.21   (feet)  ADJUSTED  
 OZ0687  ___________________________________________________________________
 OZ0687  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 OZ0687  DYNAMIC HT  -        1302.142 (meters)    4272.11  (feet)  COMP
 OZ0687  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 OZ0687
 OZ0687  VERT ORDER  -  SECOND    CLASS 0
 OZ0687
 OZ0687.The horizontal coordinates were scaled from a topographic map and have
 OZ0687.an estimated accuracy of +/- 6 seconds.
 OZ0687
 OZ0687.The orthometric height was determined by differential leveling
 OZ0687.and adjusted by the National Geodetic Survey in June 1991..
 OZ0687
 OZ0687.The geoid height was determined by GEOID03.
 OZ0687
 OZ0687.The dynamic height is computed by dividing the NAVD 88
 OZ0687.geopotential number by the normal gravity value computed on the
 OZ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0687.degrees latitude (g = 980.6199 gals.).
 OZ0687
 OZ0687.The modeled gravity was interpolated from observed gravity values.
 OZ0687
 OZ0687;                    North         East    Units  Estimated Accuracy
 OZ0687;SPC ID W     -   243,480.      799,000.      MT  (+/- 180 meters Scaled)
 OZ0687
 OZ0687                          SUPERSEDED SURVEY CONTROL
 OZ0687
 OZ0687  NGVD 29 (??/??/92) 1301.669  (m)         4270.56   (f) ADJ UNCH    2 0
 OZ0687
 OZ0687.Superseded values are not recommended for survey control.
 OZ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0687.See file dsdata.txt to determine how the superseded data were derived.
 OZ0687
 OZ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ994569(NAD 83)
 OZ0687_MARKER: DB = BENCH MARK DISK
 OZ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0687_STAMPING: A 145 1935
 OZ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0687+STABILITY: SURFACE MOTION
 OZ0687
 OZ0687  HISTORY     - Date     Condition        Report By
 OZ0687  HISTORY     - 1935     MONUMENTED       CGS
 OZ0687  HISTORY     - 1957     MARK NOT FOUND   USGS
 OZ0687
 OZ0687                          STATION DESCRIPTION
 OZ0687
 OZ0687'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OZ0687'5.1 MI NE FROM IDAHO CITY.
 OZ0687'5.1 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0687'AT IDAHO CITY, BOISE COUNTY, ON THE EAST SLOPE OF A HILL, 800 FEET
 OZ0687'NORTH OF A SMALL MINE, AT THE SOUTH END OF A BORROW PIT, 27 FEET WEST
 OZ0687'OF THE CENTERLINE OF THE HIGHWAY, 6.3 FEET NORTH OF RIGHT-OF-WAY POST
 OZ0687'26, AND 3.5 FEET SOUTH OF A CONCRETE CULVERT.  A STANDARD DISK,
 OZ0687'STAMPED A 145 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 OZ0687'ROAD ALIGNMENT HAS BEEN CHANGED AND THE OLD CULVERT HAS BEEN
 OZ0687'COMPLETELY COVERED BY NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0141 ***********************************************************************
 QB0141  DESIGNATION -  A 146
 QB0141  PID         -  QB0141
 QB0141  STATE/COUNTY-  ID/GEM
 QB0141  USGS QUAD   -  OLA (1970)
 QB0141
 QB0141                         *CURRENT SURVEY CONTROL
 QB0141  ___________________________________________________________________
 QB0141* NAD 83(1986)-  44 11 30.     (N)    116 16 31.     (W)     SCALED    
 QB0141* NAVD 88     -      1037.627  (meters)    3404.28   (feet)  ADJUSTED  
 QB0141  ___________________________________________________________________
 QB0141  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 QB0141  DYNAMIC HT  -        1037.233 (meters)    3402.99  (feet)  COMP
 QB0141  MODELED GRAV-     980,203.4   (mgal)                       NAVD 88
 QB0141
 QB0141  VERT ORDER  -  SECOND    CLASS 0
 QB0141
 QB0141.The horizontal coordinates were scaled from a topographic map and have
 QB0141.an estimated accuracy of +/- 6 seconds.
 QB0141
 QB0141.The orthometric height was determined by differential leveling
 QB0141.and adjusted by the National Geodetic Survey in June 1991..
 QB0141
 QB0141.The geoid height was determined by GEOID03.
 QB0141
 QB0141.The dynamic height is computed by dividing the NAVD 88
 QB0141.geopotential number by the normal gravity value computed on the
 QB0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0141.degrees latitude (g = 980.6199 gals.).
 QB0141
 QB0141.The modeled gravity was interpolated from observed gravity values.
 QB0141
 QB0141;                    North         East    Units  Estimated Accuracy
 QB0141;SPC ID W     -   280,620.      758,010.      MT  (+/- 180 meters Scaled)
 QB0141
 QB0141                          SUPERSEDED SURVEY CONTROL
 QB0141
 QB0141  NGVD 29 (??/??/92) 1036.547  (m)         3400.74   (f) ADJ UNCH    2 0
 QB0141
 QB0141.Superseded values are not recommended for survey control.
 QB0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0141.See file dsdata.txt to determine how the superseded data were derived.
 QB0141
 QB0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ579934(NAD 83)
 QB0141_MARKER: DB = BENCH MARK DISK
 QB0141_SETTING: 66 = SET IN ROCK OUTCROP
 QB0141_SP_SET: OUTCROP
 QB0141_STAMPING: A 146 1935
 QB0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0141+STABILITY: POSITION/ELEVATION WELL
 QB0141
 QB0141  HISTORY     - Date     Condition        Report By
 QB0141  HISTORY     - 1935     MONUMENTED       CGS
 QB0141
 QB0141                          STATION DESCRIPTION
 QB0141
 QB0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0141'1.3 MI NE FROM OLA.
 QB0141'1.3 MILES NORTHEAST ALONG THE SMITHS FERRY ROAD FROM THE JUNCTION OF
 QB0141'THE CRANE CREEK ROAD AT OLA, GEM COUNTY, ABOUT 75 YARDS SOUTHWEST OF
 QB0141'THE JUNCTION OF A ROAD LEADING TO TIMBER FLAT, 20 FEET SOUTH OF THE
 QB0141'CENTER LINE OF THE ROAD, IN THE TOP OF THE EAST EDGE OF A GRANITE
 QB0141'OUTCROP PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.  A STANDARD DISK,
 QB0141'STAMPED A 146 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0219 ***********************************************************************
 QB0219  DESIGNATION -  A 147
 QB0219  PID         -  QB0219
 QB0219  STATE/COUNTY-  ID/WASHINGTON
 QB0219  USGS QUAD   -  MANN CREEK SE (1987)
 QB0219
 QB0219                         *CURRENT SURVEY CONTROL
 QB0219  ___________________________________________________________________
 QB0219* NAD 83(1986)-  44 16 02.     (N)    116 46 08.     (W)     SCALED    
 QB0219* NAVD 88     -       677.619  (meters)    2223.16   (feet)  ADJUSTED  
 QB0219  ___________________________________________________________________
 QB0219  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 QB0219  DYNAMIC HT  -         677.427 (meters)    2222.53  (feet)  COMP
 QB0219  MODELED GRAV-     980,312.7   (mgal)                       NAVD 88
 QB0219
 QB0219  VERT ORDER  -  SECOND    CLASS 0
 QB0219
 QB0219.The horizontal coordinates were scaled from a topographic map and have
 QB0219.an estimated accuracy of +/- 6 seconds.
 QB0219
 QB0219.The orthometric height was determined by differential leveling
 QB0219.and adjusted by the National Geodetic Survey in June 1991..
 QB0219
 QB0219.The geoid height was determined by GEOID03.
 QB0219
 QB0219.The dynamic height is computed by dividing the NAVD 88
 QB0219.geopotential number by the normal gravity value computed on the
 QB0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0219.degrees latitude (g = 980.6199 gals.).
 QB0219
 QB0219.The modeled gravity was interpolated from observed gravity values.
 QB0219
 QB0219;                    North         East    Units  Estimated Accuracy
 QB0219;SPC ID W     -   289,390.      718,650.      MT  (+/- 180 meters Scaled)
 QB0219
 QB0219                          SUPERSEDED SURVEY CONTROL
 QB0219
 QB0219  NGVD 29 (??/??/92)  676.630  (m)         2219.91   (f) ADJ UNCH    2 0
 QB0219
 QB0219.Superseded values are not recommended for survey control.
 QB0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0219.See file dsdata.txt to determine how the superseded data were derived.
 QB0219
 QB0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK184015(NAD 83)
 QB0219_MARKER: DB = BENCH MARK DISK
 QB0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0219_SP_SET: ABUTMENT
 QB0219_STAMPING: A 147 1935
 QB0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0219
 QB0219  HISTORY     - Date     Condition        Report By
 QB0219  HISTORY     - 1935     MONUMENTED       CGS
 QB0219  HISTORY     - 1983     GOOD             NGS
 QB0219
 QB0219                          STATION DESCRIPTION
 QB0219
 QB0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0219'10.8 MI E FROM WEISER.
 QB0219'ABOUT 10.8 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0219'COURTHOUSE AT WEISER, WASHINGTON COUNTY, 33 FEET NORTHWEST OF THE
 QB0219'NORTHWEST CORNER OF THE UNION PACIFIC RAILROAD STATION AT CRANE, ABOUT
 QB0219'0.3 MILE NORTHEAST OF MILEPOST 11, ABOUT 190 FEET NORTHEAST OF WOODEN
 QB0219'TRESTLE 11, 35 FEET NORTH OF THE CENTER OF THE INTERSECTION OF THE
 QB0219'TRACK AND A ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK,
 QB0219'9 FEET WEST OF THE CENTER LINE OF A BRIDGE OVER WEISER RIVER, AND IN
 QB0219'THE TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE.  A STANDARD DISK,
 QB0219'STAMPED A 147 1935.
 QB0219
 QB0219                          STATION RECOVERY (1983)
 QB0219
 QB0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0219'0.18 KM (0.1 MI) NORTH ALONG EAST 2ND ST. FROM THE COUNTY COURTHOUSE
 QB0219'AT WEISER, THENCE 18.45 KM (11.5 MI) EAST ALONG RIVER ROAD (PARK
 QB0219'STREET), IN TOP OF AND 0.6 M (2.0 FT) EAST OF THE WEST END OF THE
 QB0219'SOUTH ABUTMENT FOR THE STEEL BRIDGE OVER THE WEISER RIVER, 2.7 M (9.0
 QB0219'FT) WEST CENTERLINE ROAD, 8.2 M (27.0 FT) NORTH OF THE NORTH RAIL OF
 QB0219'THE UNION PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0308 ***********************************************************************
 QB0308  DESIGNATION -  A 148
 QB0308  PID         -  QB0308
 QB0308  STATE/COUNTY-  ID/PAYETTE
 QB0308  USGS QUAD   -  PAYETTE (1974)
 QB0308
 QB0308                         *CURRENT SURVEY CONTROL
 QB0308  ___________________________________________________________________
 QB0308* NAD 83(1986)-  44 04 34.     (N)    116 56 15.     (W)     SCALED    
 QB0308* NAVD 88     -       656.979  (meters)    2155.44   (feet)  ADJUSTED  
 QB0308  ___________________________________________________________________
 QB0308  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 QB0308  DYNAMIC HT  -         656.786 (meters)    2154.81  (feet)  COMP
 QB0308  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 QB0308
 QB0308  VERT ORDER  -  FIRST     CLASS II
 QB0308
 QB0308.The horizontal coordinates were scaled from a topographic map and have
 QB0308.an estimated accuracy of +/- 6 seconds.
 QB0308
 QB0308.The orthometric height was determined by differential leveling
 QB0308.and adjusted by the National Geodetic Survey in June 1991..
 QB0308.WARNING-Repeat measurements at this control monument indicate possible
 QB0308.vertical movement.
 QB0308
 QB0308.The geoid height was determined by GEOID03.
 QB0308
 QB0308.The dynamic height is computed by dividing the NAVD 88
 QB0308.geopotential number by the normal gravity value computed on the
 QB0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0308.degrees latitude (g = 980.6199 gals.).
 QB0308
 QB0308.The modeled gravity was interpolated from observed gravity values.
 QB0308
 QB0308;                    North         East    Units  Estimated Accuracy
 QB0308;SPC ID W     -   268,330.      704,880.      MT  (+/- 180 meters Scaled)
 QB0308
 QB0308                          SUPERSEDED SURVEY CONTROL
 QB0308
 QB0308  NGVD 29 (??/??/92)  656.004  (m)         2152.24   (f) ADJ UNCH    1 2
 QB0308
 QB0308.Superseded values are not recommended for survey control.
 QB0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0308.See file dsdata.txt to determine how the superseded data were derived.
 QB0308
 QB0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ050803(NAD 83)
 QB0308_MARKER: DB = BENCH MARK DISK
 QB0308_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QB0308_STAMPING: A-148 1935
 QB0308_MARK LOGO: CGS   
 QB0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0308+STABILITY: POSITION/ELEVATION WELL
 QB0308
 QB0308  HISTORY     - Date     Condition        Report By
 QB0308  HISTORY     - 1935     MONUMENTED       CGS
 QB0308  HISTORY     - 1979     GOOD             NGS
 QB0308  HISTORY     - 1983     GOOD             NGS
 QB0308  HISTORY     - 1983     GOOD             NGS
 QB0308  HISTORY     - 1985     GOOD             NGS
 QB0308
 QB0308                          STATION DESCRIPTION
 QB0308
 QB0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0308'IN PAYETTE.
 QB0308'AT THE PASSENGER STATION OF OREGON SHORT LINE R.R., 25 FEET EAST OF
 QB0308'THE RAILROAD CENTERLINE.  18 FEET SOUTH OF NORTHWEST ENTRANCE OF THE
 QB0308'WAITING ROOM.  4.4 FEET ABOVE THE SIDEWALK.  TABLET SET VERTICALLY IN
 QB0308'WEST FACE OF THE BUILDING.
 QB0308
 QB0308                          STATION RECOVERY (1979)
 QB0308
 QB0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QB0308'RECOVERED IN GOOD CONDITION.
 QB0308
 QB0308                          STATION RECOVERY (1983)
 QB0308
 QB0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0308'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PAYETTE,
 QB0308'SET VERTICALLY IN THE SOUTHWEST FACE OF THE UNION PACIFIC RAILROAD
 QB0308'STATION, 9.1 METERS (30.0 FT) SOUTHWEST OF THE NORTH CORNER,
 QB0308'5.2 METERS (17 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 QB0308'1.3 METERS (4.5 FT) ABOVE THE GROUND.
 QB0308'THE MARK IS 1.1 M ABOVE THE RAILS.
 QB0308
 QB0308                          STATION RECOVERY (1983)
 QB0308
 QB0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0308'RECOVERED IN GOOD CONDITION.
 QB0308
 QB0308                          STATION RECOVERY (1985)
 QB0308
 QB0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0308'RECOVERED IN GOOD CONDITION AS DESCRIBED ON LINE L24761.  EXCEPT MARK
 QB0308'IS IN THE NORTHWEST FACE AND NOT THE SOUTHWEST FACE OF THE RAILROAD
 QB0308'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0193 ***********************************************************************
 OH0193  DESIGNATION -  A 149
 OH0193  PID         -  OH0193
 OH0193  STATE/COUNTY-  ID/GEM
 OH0193  USGS QUAD   -  MONTOUR (1985)
 OH0193
 OH0193                         *CURRENT SURVEY CONTROL
 OH0193  ___________________________________________________________________
 OH0193* NAD 83(1986)-  43 54 10.     (N)    116 15 33.     (W)     SCALED    
 OH0193* NAVD 88     -       791.102  (meters)    2595.47   (feet)  ADJUSTED  
 OH0193  ___________________________________________________________________
 OH0193  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 OH0193  DYNAMIC HT  -         790.819 (meters)    2594.55  (feet)  COMP
 OH0193  MODELED GRAV-     980,234.6   (mgal)                       NAVD 88
 OH0193
 OH0193  VERT ORDER  -  SECOND    CLASS 0
 OH0193
 OH0193.The horizontal coordinates were scaled from a topographic map and have
 OH0193.an estimated accuracy of +/- 6 seconds.
 OH0193
 OH0193.The orthometric height was determined by differential leveling
 OH0193.and adjusted by the National Geodetic Survey in June 1991..
 OH0193
 OH0193.The geoid height was determined by GEOID03.
 OH0193
 OH0193.The dynamic height is computed by dividing the NAVD 88
 OH0193.geopotential number by the normal gravity value computed on the
 OH0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0193.degrees latitude (g = 980.6199 gals.).
 OH0193
 OH0193.The modeled gravity was interpolated from observed gravity values.
 OH0193
 OH0193;                    North         East    Units  Estimated Accuracy
 OH0193;SPC ID W     -   248,520.      759,100.      MT  (+/- 180 meters Scaled)
 OH0193
 OH0193                          SUPERSEDED SURVEY CONTROL
 OH0193
 OH0193  NGVD 29 (??/??/92)  790.115  (m)         2592.24   (f) ADJ UNCH    2 0
 OH0193
 OH0193.Superseded values are not recommended for survey control.
 OH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0193.See file dsdata.txt to determine how the superseded data were derived.
 OH0193
 OH0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ594613(NAD 83)
 OH0193_MARKER: DB = BENCH MARK DISK
 OH0193_SETTING: 80 = SET IN A BOULDER
 OH0193_SP_SET: GRANITE BOULDER
 OH0193_STAMPING: A 149 1935
 OH0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0193+STABILITY: SURFACE MOTION
 OH0193
 OH0193  HISTORY     - Date     Condition        Report By
 OH0193  HISTORY     - 1935     MONUMENTED       CGS
 OH0193
 OH0193                          STATION DESCRIPTION
 OH0193
 OH0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0193'3.5 MI W FROM HORSE SHOE BEND.
 OH0193'3.5 MILES WEST ALONG THE OREGON SHORT LINE RAILROAD FROM BRIDGE 49.405
 OH0193'AT HORSE SHOE BEND, BOISE COUNTY, 0.1 MILE WEST OF MILEPOST 46, 275
 OH0193'FEET SOUTH OF THE SOUTH END OF RAILROAD CULVERT 45.93, 175 FEET SOUTH
 OH0193'OF THE CENTERLINE OF STATE HIGHWAY 16, 66 FEET EAST OF A
 OH0193'POWER-TRANSMISSION LINE POLE, IN THE TOP OF THE EAST END OF A FLAT
 OH0193'GRANITE BOULDER, 2 FEET ABOVE GROUND, AND 5 FEET HIGHER THAN THE
 OH0193'HIGHWAY.  A STANDARD DISK, STAMPED A 149 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0044 ***********************************************************************
 OZ0044  DESIGNATION -  A 15
 OZ0044  PID         -  OZ0044
 OZ0044  STATE/COUNTY-  ID/CUSTER
 OZ0044  USGS QUAD   -  HERD PEAK (1967)
 OZ0044
 OZ0044                         *CURRENT SURVEY CONTROL
 OZ0044  ___________________________________________________________________
 OZ0044* NAD 83(1986)-  43 53 46.     (N)    114 09 10.     (W)     SCALED    
 OZ0044* NAVD 88     -      2148.349  (meters)    7048.38   (feet)  ADJUSTED  
 OZ0044  ___________________________________________________________________
 OZ0044  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OZ0044  DYNAMIC HT  -        2146.906 (meters)    7043.64  (feet)  COMP
 OZ0044  MODELED GRAV-     979,870.3   (mgal)                       NAVD 88
 OZ0044
 OZ0044  VERT ORDER  -  FIRST     CLASS II
 OZ0044
 OZ0044.The horizontal coordinates were scaled from a topographic map and have
 OZ0044.an estimated accuracy of +/- 6 seconds.
 OZ0044
 OZ0044.The orthometric height was determined by differential leveling
 OZ0044.and adjusted by the National Geodetic Survey in June 1991..
 OZ0044
 OZ0044.The geoid height was determined by GEOID03.
 OZ0044
 OZ0044.The dynamic height is computed by dividing the NAVD 88
 OZ0044.geopotential number by the normal gravity value computed on the
 OZ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0044.degrees latitude (g = 980.6199 gals.).
 OZ0044
 OZ0044.The modeled gravity was interpolated from observed gravity values.
 OZ0044
 OZ0044;                    North         East    Units  Estimated Accuracy
 OZ0044;SPC ID C     -   247,660.      487,730.      MT  (+/- 180 meters Scaled)
 OZ0044
 OZ0044                          SUPERSEDED SURVEY CONTROL
 OZ0044
 OZ0044  NGVD 29 (??/??/92) 2146.989  (m)         7043.91   (f) ADJ UNCH    1 2
 OZ0044
 OZ0044.Superseded values are not recommended for survey control.
 OZ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0044.See file dsdata.txt to determine how the superseded data were derived.
 OZ0044
 OZ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ286642(NAD 83)
 OZ0044_MARKER: DB = BENCH MARK DISK
 OZ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0044_STAMPING: 7044.008 A 15 1933
 OZ0044_MARK LOGO: CGS   
 OZ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0044+STABILITY: SURFACE MOTION
 OZ0044
 OZ0044  HISTORY     - Date     Condition        Report By
 OZ0044  HISTORY     - 1933     MONUMENTED       CGS
 OZ0044  HISTORY     - 1967     MARK NOT FOUND   USGS
 OZ0044  HISTORY     - 1985     MARK NOT FOUND   NGS
 OZ0044
 OZ0044                          STATION DESCRIPTION
 OZ0044
 OZ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OZ0044'19.4 MI SW FROM CHILLY.
 OZ0044'19.4 MILES SOUTHWEST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 OZ0044'JUNCTION OF STATE HIGHWAY 27 NEAR CHILLY, CUSTER COUNTY, 3.1 MILES
 OZ0044'SOUTHWEST OF THE LEMHI NATIONAL FOREST BOUNDARY, 66 FEET EAST OF A
 OZ0044'BRIDGE OVER NORTH FORK OF BIG LOST RIVER, AND 48 FEET SOUTHEAST OF THE
 OZ0044'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED 7044.008 A 15 1933
 OZ0044'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 OZ0044'GROUND.
 OZ0044
 OZ0044                          STATION RECOVERY (1967)
 OZ0044
 OZ0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OZ0044'MARK NOT FOUND.
 OZ0044
 OZ0044                          STATION RECOVERY (1985)
 OZ0044
 OZ0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0044'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0846 ***********************************************************************
 OZ0846  DESIGNATION -  A 15 RM
 OZ0846  PID         -  OZ0846
 OZ0846  STATE/COUNTY-  ID/CUSTER
 OZ0846  USGS QUAD   -  HERD PEAK (1967)
 OZ0846
 OZ0846                         *CURRENT SURVEY CONTROL
 OZ0846  ___________________________________________________________________
 OZ0846* NAD 83(1986)-  43 53 46.     (N)    114 09 10.     (W)     SCALED    
 OZ0846* NAVD 88     -      2147.944  (meters)    7047.05   (feet)  ADJUSTED  
 OZ0846  ___________________________________________________________________
 OZ0846  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OZ0846  DYNAMIC HT  -        2146.502 (meters)    7042.32  (feet)  COMP
 OZ0846  MODELED GRAV-     979,870.3   (mgal)                       NAVD 88
 OZ0846
 OZ0846  VERT ORDER  -  FIRST     CLASS II
 OZ0846
 OZ0846.The horizontal coordinates were scaled from a topographic map and have
 OZ0846.an estimated accuracy of +/- 6 seconds.
 OZ0846
 OZ0846.The orthometric height was determined by differential leveling
 OZ0846.and adjusted by the National Geodetic Survey in June 1991..
 OZ0846
 OZ0846.The geoid height was determined by GEOID03.
 OZ0846
 OZ0846.The dynamic height is computed by dividing the NAVD 88
 OZ0846.geopotential number by the normal gravity value computed on the
 OZ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0846.degrees latitude (g = 980.6199 gals.).
 OZ0846
 OZ0846.The modeled gravity was interpolated from observed gravity values.
 OZ0846
 OZ0846;                    North         East    Units  Estimated Accuracy
 OZ0846;SPC ID C     -   247,660.      487,730.      MT  (+/- 180 meters Scaled)
 OZ0846
 OZ0846                          SUPERSEDED SURVEY CONTROL
 OZ0846
 OZ0846.No superseded survey control is available for this station.
 OZ0846
 OZ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ286642(NAD 83)
 OZ0846_MARKER: DR = REFERENCE MARK DISK
 OZ0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0846_SP_SET: CONCRETE POST
 OZ0846_STAMPING: BM NO. A 15 30.FT.
 OZ0846_MARK LOGO: CGS   
 OZ0846_PROJECTION: PROJECTING 10 CENTIMETERS
 OZ0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0846+STABILITY: SURFACE MOTION
 OZ0846
 OZ0846  HISTORY     - Date     Condition        Report By
 OZ0846  HISTORY     - UNK      MONUMENTED       RBNF
 OZ0846  HISTORY     - 1984     GOOD             NGS
 OZ0846  HISTORY     - 1985     GOOD             NGS
 OZ0846
 OZ0846                          STATION DESCRIPTION
 OZ0846
 OZ0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OZ0846'58.1 KM (36.2 MI) NW FROM MACKAY.
 OZ0846'NOTE--THIS MARK WAS RECOVERED BUT NOT LEVELED TO BY USGS IN 1967.
 OZ0846'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF
 OZ0846'MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG OLD
 OZ0846'STATE HIGHWAY 27, THENCE 15.45 KM (9.6 MI) SOUTHWEST ALONG BARTLETT
 OZ0846'POINT ROAD, THENCE 15.9 KM (9.9 MI) SOUTHWEST ALONG TRAIL CREEK ROAD
 OZ0846'(OLD STATE HIGHWAY 75), IN THE EAST CORNER OF THE CROSSING OF THE
 OZ0846'NORTH FORK OF THE BIG LOST RIVER, 14.6 METERS (48 FT) SOUTHEAST OF THE
 OZ0846'CENTER OF THE ROAD AND 20.1 METERS (66 FT) EAST OF THE EAST CORNER OF
 OZ0846'THE BRIDGE OVER THE RIVER.
 OZ0846'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 OZ0846'THE MARK IS 1.0 M BELOW THE ROAD.
 OZ0846
 OZ0846                          STATION RECOVERY (1985)
 OZ0846
 OZ0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0846'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.2 KM
 OZ0846'(9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF MAIN
 OZ0846'STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG OLD STATE
 OZ0846'HIGHWAY 27, THENCE 15.45 KM (9.65 MI) SOUTHWEST ALONG BARTLETT POINT
 OZ0846'ROAD, THENCE 15.9 KM (9.9 MI) SOUTHWEST ALONG TRAIL CREEK ROAD (OLD
 OZ0846'STATE HIGHWAY 75), IN THE EAST CORNER OF THE CROSSING OF THE NORTH
 OZ0846'FORK OF THE BIG LOST RIVER, 11.0 METERS (36 FT) SOUTHEAST OF THE
 OZ0846'CENTER OF THE ROAD AND 16.8 METERS (55 FT) EAST OF THE EAST CORNER OF
 OZ0846'THE WOODEN BRIDGE OVER THE RIVER.
 OZ0846'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OZ0846'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0252 ***********************************************************************
 RA0252  DESIGNATION -  A 150
 RA0252  PID         -  RA0252
 RA0252  STATE/COUNTY-  ID/IDAHO
 RA0252  USGS QUAD   -  RIGGINS (1964)
 RA0252
 RA0252                         *CURRENT SURVEY CONTROL
 RA0252  ___________________________________________________________________
 RA0252* NAD 83(1986)-  45 25 10.     (N)    116 17 48.     (W)     SCALED    
 RA0252* NAVD 88     -       546.873  (meters)    1794.20   (feet)  ADJUSTED  
 RA0252  ___________________________________________________________________
 RA0252  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 RA0252  DYNAMIC HT  -         546.754 (meters)    1793.81  (feet)  COMP
 RA0252  MODELED GRAV-     980,383.8   (mgal)                       NAVD 88
 RA0252
 RA0252  VERT ORDER  -  SECOND    CLASS 0
 RA0252
 RA0252.The horizontal coordinates were scaled from a topographic map and have
 RA0252.an estimated accuracy of +/- 6 seconds.
 RA0252
 RA0252.The orthometric height was determined by differential leveling
 RA0252.and adjusted by the National Geodetic Survey in June 1991..
 RA0252
 RA0252.The geoid height was determined by GEOID03.
 RA0252
 RA0252.The dynamic height is computed by dividing the NAVD 88
 RA0252.geopotential number by the normal gravity value computed on the
 RA0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0252.degrees latitude (g = 980.6199 gals.).
 RA0252
 RA0252.The modeled gravity was interpolated from observed gravity values.
 RA0252
 RA0252;                    North         East    Units  Estimated Accuracy
 RA0252;SPC ID W     -   417,060.      757,220.      MT  (+/- 180 meters Scaled)
 RA0252
 RA0252                          SUPERSEDED SURVEY CONTROL
 RA0252
 RA0252  NGVD 29 (??/??/92)  545.820  (m)         1790.74   (f) ADJ UNCH    2 0
 RA0252
 RA0252.Superseded values are not recommended for survey control.
 RA0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0252.See file dsdata.txt to determine how the superseded data were derived.
 RA0252
 RA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL550297(NAD 83)
 RA0252_MARKER: DD = SURVEY DISK
 RA0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0252_SP_SET: FOUNDATION
 RA0252_STAMPING: A 150 1941
 RA0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0252
 RA0252  HISTORY     - Date     Condition        Report By
 RA0252  HISTORY     - 1941     MONUMENTED       DOD
 RA0252  HISTORY     - 1945     GOOD             NGS
 RA0252  HISTORY     - 1962     MARK NOT FOUND   NGS
 RA0252  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 RA0252
 RA0252                          STATION DESCRIPTION
 RA0252
 RA0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0252'2.0 MI E FROM RIGGINS.
 RA0252'ALONG SALMON RIVER ROAD, 2.0 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0252'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), 180.0 FEET SOUTHWEST
 RA0252'OF CENTER OF JUNCTION OF ROAD LEADING EAST TO FARM HOUSE, 2.8 FEET
 RA0252'WEST OF REFERENCE POST, SET IN TOP OF EAST CORNER OF CONCRETE
 RA0252'FOUNDATION FOR CATTLE GUARD.
 RA0252
 RA0252                          STATION RECOVERY (1962)
 RA0252
 RA0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RA0252'MARK NOT FOUND.
 RA0252
 RA0252                          STATION RECOVERY (1995)
 RA0252
 RA0252'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0433 ***********************************************************************
 QA0433  DESIGNATION -  A 150
 QA0433  PID         -  QA0433
 QA0433  STATE/COUNTY-  ID/BOISE
 QA0433  USGS QUAD   -  GARDEN VALLEY (1988)
 QA0433
 QA0433                         *CURRENT SURVEY CONTROL
 QA0433  ___________________________________________________________________
 QA0433* NAD 83(1986)-  44 06 30.     (N)    115 59 29.     (W)     SCALED    
 QA0433* NAVD 88     -       932.696  (meters)    3060.02   (feet)  ADJUSTED  
 QA0433  ___________________________________________________________________
 QA0433  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 QA0433  DYNAMIC HT  -         932.326 (meters)    3058.81  (feet)  COMP
 QA0433  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 QA0433
 QA0433  VERT ORDER  -  SECOND    CLASS 0
 QA0433
 QA0433.The horizontal coordinates were scaled from a topographic map and have
 QA0433.an estimated accuracy of +/- 6 seconds.
 QA0433
 QA0433.The orthometric height was determined by differential leveling
 QA0433.and adjusted by the National Geodetic Survey in June 1991..
 QA0433
 QA0433.The geoid height was determined by GEOID03.
 QA0433
 QA0433.The dynamic height is computed by dividing the NAVD 88
 QA0433.geopotential number by the normal gravity value computed on the
 QA0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0433.degrees latitude (g = 980.6199 gals.).
 QA0433
 QA0433.The modeled gravity was interpolated from observed gravity values.
 QA0433
 QA0433;                    North         East    Units  Estimated Accuracy
 QA0433;SPC ID W     -   271,260.      780,680.      MT  (+/- 180 meters Scaled)
 QA0433
 QA0433                          SUPERSEDED SURVEY CONTROL
 QA0433
 QA0433  NGVD 29 (??/??/92)  931.631  (m)         3056.53   (f) ADJ UNCH    2 0
 QA0433
 QA0433.Superseded values are not recommended for survey control.
 QA0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0433.See file dsdata.txt to determine how the superseded data were derived.
 QA0433
 QA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ807844(NAD 83)
 QA0433_MARKER: DB = BENCH MARK DISK
 QA0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0433_SP_SET: CULVERT
 QA0433_STAMPING: A 150 1935
 QA0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0433
 QA0433  HISTORY     - Date     Condition        Report By
 QA0433  HISTORY     - 1935     MONUMENTED       CGS
 QA0433  HISTORY     - 1958     GOOD             NGS
 QA0433
 QA0433                          STATION DESCRIPTION
 QA0433
 QA0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QA0433'1.3 MI SW FROM CROUCH.
 QA0433'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 QA0433'CROUCH, 96 YARDS SOUTHWEST OF THE INTERSECTION OF DRIVEWAYS, 65 YARDS
 QA0433'SOUTHWEST OF THE SUMMIT OF A GRADE, AT THE WEST END OF A DIRT CUT
 QA0433'BANK, IN TOP OF AN EMBEDDED GRANITE BOULDER, 88 FEET NORTHWEST OF THE
 QA0433'CENTER LINE OF THE HIGHWAY, 112 FEET NORTH-NORTHEAST OF THE NORTHWEST
 QA0433'END OF A BURIED PIPE CULVERT, 48 1/2 FEET NORTHWEST OF A FENCE, AND
 QA0433'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0047 ***********************************************************************
 RZ0047  DESIGNATION -  A 151
 RZ0047  PID         -  RZ0047
 RZ0047  STATE/COUNTY-  ID/CLEARWATER
 RZ0047  USGS QUAD   -  ELK RIVER (1994)
 RZ0047
 RZ0047                         *CURRENT SURVEY CONTROL
 RZ0047  ___________________________________________________________________
 RZ0047* NAD 83(1986)-  46 45 52.     (N)    116 10 06.     (W)     SCALED    
 RZ0047* NAVD 88     -       854.042  (meters)    2801.97   (feet)  ADJUSTED  
 RZ0047  ___________________________________________________________________
 RZ0047  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 RZ0047  DYNAMIC HT  -         853.956 (meters)    2801.69  (feet)  COMP
 RZ0047  MODELED GRAV-     980,485.5   (mgal)                       NAVD 88
 RZ0047
 RZ0047  VERT ORDER  -  SECOND    CLASS 0
 RZ0047
 RZ0047.The horizontal coordinates were scaled from a topographic map and have
 RZ0047.an estimated accuracy of +/- 6 seconds.
 RZ0047
 RZ0047.The orthometric height was determined by differential leveling
 RZ0047.and adjusted by the National Geodetic Survey in June 1991..
 RZ0047
 RZ0047.The geoid height was determined by GEOID03.
 RZ0047
 RZ0047.The dynamic height is computed by dividing the NAVD 88
 RZ0047.geopotential number by the normal gravity value computed on the
 RZ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0047.degrees latitude (g = 980.6199 gals.).
 RZ0047
 RZ0047.The modeled gravity was interpolated from observed gravity values.
 RZ0047
 RZ0047;                    North         East    Units  Estimated Accuracy
 RZ0047;SPC ID W     -   566,490.      768,050.      MT  (+/- 180 meters Scaled)
 RZ0047
 RZ0047                          SUPERSEDED SURVEY CONTROL
 RZ0047
 RZ0047  NGVD 29 (??/??/92)  852.929  (m)         2798.32   (f) ADJ UNCH    2 0
 RZ0047
 RZ0047.Superseded values are not recommended for survey control.
 RZ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0047.See file dsdata.txt to determine how the superseded data were derived.
 RZ0047
 RZ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM635793(NAD 83)
 RZ0047_MARKER: DB = BENCH MARK DISK
 RZ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0047_STAMPING: A-151 1935
 RZ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0047+STABILITY: SURFACE MOTION
 RZ0047
 RZ0047  HISTORY     - Date     Condition        Report By
 RZ0047  HISTORY     - 1935     MONUMENTED       CGS
 RZ0047  HISTORY     - 1969     MARK NOT FOUND   NGS
 RZ0047
 RZ0047                          STATION DESCRIPTION
 RZ0047
 RZ0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0047'2.7 MI SW FROM ELK RIVER.
 RZ0047'2.7 MILES SOUTHWEST OF, ALONG COUNTY ROAD TO AHSAHKA, FROM C.M.ST.P.
 RZ0047'AND P.RY. FROM STATION.  SET ON EAST SIDE OF ROAD AT EAST SLOPE OF
 RZ0047'BURNED DOWN SUMMIT, AT JUNCTION OF COUNTY ROAD AND ROAD LEADING TO
 RZ0047'CAMP SITE ON ELK RIVER.  41 FEET EAST OF CENTERLINE OF COUNTY ROAD. 41
 RZ0047'FEET NORTH OF LONE SMALL PINE TREE.  39 FEET NORTHEAST OF JUNCTION OF
 RZ0047'COUNTY ROAD AND CAMP ROAD.  38.4 FEET WEST OF WEST BANK OF ELK RIVER.
 RZ0047'13.6 FEET SOUTH OF 3 FT. IN DIAMETER TREE STUMP.  8.8 FT. NORTH OF
 RZ0047'CENTERLINE OF CAMP ROAD.  TABLET SET IN PRECAST CONCRETE POST.
 RZ0047
 RZ0047                          STATION RECOVERY (1969)
 RZ0047
 RZ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RZ0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0079 ***********************************************************************
 RZ0079  DESIGNATION -  A 152
 RZ0079  PID         -  RZ0079
 RZ0079  STATE/COUNTY-  ID/LATAH
 RZ0079  USGS QUAD   -  BECHTEL BUTTE (1994)
 RZ0079
 RZ0079                         *CURRENT SURVEY CONTROL
 RZ0079  ___________________________________________________________________
 RZ0079* NAD 83(1986)-  46 56 21.     (N)    116 21 21.     (W)     SCALED    
 RZ0079* NAVD 88     -       950.875  (meters)    3119.66   (feet)  ADJUSTED  
 RZ0079  ___________________________________________________________________
 RZ0079  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 RZ0079  DYNAMIC HT  -         950.786 (meters)    3119.37  (feet)  COMP
 RZ0079  MODELED GRAV-     980,487.6   (mgal)                       NAVD 88
 RZ0079
 RZ0079  VERT ORDER  -  SECOND    CLASS 0
 RZ0079
 RZ0079.The horizontal coordinates were scaled from a topographic map and have
 RZ0079.an estimated accuracy of +/- 6 seconds.
 RZ0079
 RZ0079.The orthometric height was determined by differential leveling
 RZ0079.and adjusted by the National Geodetic Survey in June 1991..
 RZ0079
 RZ0079.The geoid height was determined by GEOID03.
 RZ0079
 RZ0079.The dynamic height is computed by dividing the NAVD 88
 RZ0079.geopotential number by the normal gravity value computed on the
 RZ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0079.degrees latitude (g = 980.6199 gals.).
 RZ0079
 RZ0079.The modeled gravity was interpolated from observed gravity values.
 RZ0079
 RZ0079;                    North         East    Units  Estimated Accuracy
 RZ0079;SPC ID W     -   586,010.      753,870.      MT  (+/- 180 meters Scaled)
 RZ0079
 RZ0079                          SUPERSEDED SURVEY CONTROL
 RZ0079
 RZ0079  NGVD 29 (??/??/92)  949.720  (m)         3115.87   (f) ADJ UNCH    2 0
 RZ0079
 RZ0079.Superseded values are not recommended for survey control.
 RZ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0079.See file dsdata.txt to determine how the superseded data were derived.
 RZ0079
 RZ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM490986(NAD 83)
 RZ0079_MARKER: DB = BENCH MARK DISK
 RZ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0079_STAMPING: A-152 1935
 RZ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0079+STABILITY: SURFACE MOTION
 RZ0079
 RZ0079  HISTORY     - Date     Condition        Report By
 RZ0079  HISTORY     - 1935     MONUMENTED       CGS
 RZ0079  HISTORY     - 1959     MARK NOT FOUND   NGS
 RZ0079
 RZ0079                          STATION DESCRIPTION
 RZ0079
 RZ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0079'6.9 MI N FROM BOVILL.
 RZ0079'6.9 MILES NORTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  0.3 MILE
 RZ0079'NORTH OF RAILROAD BRIDGE NO. EE 578.  0.2 MILE SOUTH OF RAILROAD
 RZ0079'BRIDGE NO. EE 576.  AT EAST END OF THRU RAILROAD DIRT CUT IN SUMMIT OF
 RZ0079'SMALL HILL, ON SOUTH SIDE OF TRACK.  ABOUT 250 FEET EAST OF RAILROAD
 RZ0079'SIGN STATION ONE MILE.  ABOUT 250 FEET SOUTH OF OLD LUMBER CAMP AT
 RZ0079'FOOT OF SUMMIT.  18.5 FEET SOUTH OF CENTERLINE OF CHICAGO, MILWAUKEE,
 RZ0079'ST.PAUL AND PACIFIC R.R.  3.5 FEET WEST OF CENTERLINE OF SMALL TRAIL
 RZ0079'LEADING NORTH.  3 FEET EAST OF CLUMP OF CEDAR TREES.
 RZ0079
 RZ0079                          STATION RECOVERY (1959)
 RZ0079
 RZ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0123 ***********************************************************************
 RZ0123  DESIGNATION -  A 153
 RZ0123  PID         -  RZ0123
 RZ0123  STATE/COUNTY-  ID/LATAH
 RZ0123  USGS QUAD   -  BOVILL (1994)
 RZ0123
 RZ0123                         *CURRENT SURVEY CONTROL
 RZ0123  ___________________________________________________________________
 RZ0123* NAD 83(1986)-  46 51 24.     (N)    116 25 28.     (W)     SCALED    
 RZ0123* NAVD 88     -       905.243  (meters)    2969.95   (feet)  ADJUSTED  
 RZ0123  ___________________________________________________________________
 RZ0123  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 RZ0123  DYNAMIC HT  -         905.152 (meters)    2969.65  (feet)  COMP
 RZ0123  MODELED GRAV-     980,482.9   (mgal)                       NAVD 88
 RZ0123
 RZ0123  VERT ORDER  -  SECOND    CLASS 0
 RZ0123
 RZ0123.The horizontal coordinates were scaled from a topographic map and have
 RZ0123.an estimated accuracy of +/- 6 seconds.
 RZ0123
 RZ0123.The orthometric height was determined by differential leveling
 RZ0123.and adjusted by the National Geodetic Survey in June 1991..
 RZ0123
 RZ0123.The geoid height was determined by GEOID03.
 RZ0123
 RZ0123.The dynamic height is computed by dividing the NAVD 88
 RZ0123.geopotential number by the normal gravity value computed on the
 RZ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0123.degrees latitude (g = 980.6199 gals.).
 RZ0123
 RZ0123.The modeled gravity was interpolated from observed gravity values.
 RZ0123
 RZ0123;                    North         East    Units  Estimated Accuracy
 RZ0123;SPC ID W     -   576,880.      748,570.      MT  (+/- 180 meters Scaled)
 RZ0123
 RZ0123                          SUPERSEDED SURVEY CONTROL
 RZ0123
 RZ0123  NGVD 29 (??/??/92)  904.106  (m)         2966.22   (f) ADJ UNCH    2 0
 RZ0123
 RZ0123.Superseded values are not recommended for survey control.
 RZ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0123.See file dsdata.txt to determine how the superseded data were derived.
 RZ0123
 RZ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM438893(NAD 83)
 RZ0123_MARKER: DB = BENCH MARK DISK
 RZ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0123_STAMPING: A 153 1935
 RZ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0123+STABILITY: SURFACE MOTION
 RZ0123
 RZ0123  HISTORY     - Date     Condition        Report By
 RZ0123  HISTORY     - 1935     MONUMENTED       CGS
 RZ0123  HISTORY     - 1943     GOOD             NGS
 RZ0123
 RZ0123                          STATION DESCRIPTION
 RZ0123
 RZ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0123'1.3 MI W FROM BOVILL.
 RZ0123'1.3 MILES WEST ALONG STATE HIGHWAY 8 FROM THE WASHINGTON, IDAHO AND
 RZ0123'MONTANA RAILWAY STATION AT BOVILL, 0.2 MILE EAST OF A SHARP CURVE, ON
 RZ0123'THE SOUTHWEST SLOPE OF A BARE SUMMIT, 100 FEET NORTHEAST OF THE
 RZ0123'NORTHEAST CORNER OF A CORRUGATED-IRON CULVERT, 100 FEET NORTHWEST OF
 RZ0123'AN 8 INCH PINE TREE ON THE SOUTH SIDE OF THE HIGHWAY BEARING A FIRE
 RZ0123'PROTECTION SIGN, 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.2
 RZ0123'FEET EAST OF A 6 INCH PINE TREE, AND 1.5 FEET HIGHER THAN THE HIGHWAY.
 RZ0123'SET IN THE TOP OF A CONCRETE POST.
 RZ0123
 RZ0123                          STATION RECOVERY (1943)
 RZ0123
 RZ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 RZ0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0214 ***********************************************************************
 SV0214  DESIGNATION -  A 154
 SV0214  PID         -  SV0214
 SV0214  STATE/COUNTY-  ID/SHOSHONE
 SV0214  USGS QUAD   -  CALDER (1995)
 SV0214
 SV0214                         *CURRENT SURVEY CONTROL
 SV0214  ___________________________________________________________________
 SV0214* NAD 83(1986)-  47 16 59.     (N)    116 15 01.     (W)     SCALED    
 SV0214* NAVD 88     -       664.649  (meters)    2180.60   (feet)  ADJUSTED  
 SV0214  ___________________________________________________________________
 SV0214  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 SV0214  DYNAMIC HT  -         664.620 (meters)    2180.51  (feet)  COMP
 SV0214  MODELED GRAV-     980,548.3   (mgal)                       NAVD 88
 SV0214
 SV0214  VERT ORDER  -  SECOND    CLASS 0
 SV0214
 SV0214.The horizontal coordinates were scaled from a topographic map and have
 SV0214.an estimated accuracy of +/- 6 seconds.
 SV0214
 SV0214.The orthometric height was determined by differential leveling
 SV0214.and adjusted by the National Geodetic Survey in June 1991..
 SV0214
 SV0214.The geoid height was determined by GEOID03.
 SV0214
 SV0214.The dynamic height is computed by dividing the NAVD 88
 SV0214.geopotential number by the normal gravity value computed on the
 SV0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0214.degrees latitude (g = 980.6199 gals.).
 SV0214
 SV0214.The modeled gravity was interpolated from observed gravity values.
 SV0214
 SV0214;                    North         East    Units  Estimated Accuracy
 SV0214;SPC ID W     -   624,180.      762,160.      MT  (+/- 180 meters Scaled)
 SV0214
 SV0214                          SUPERSEDED SURVEY CONTROL
 SV0214
 SV0214  NGVD 29 (??/??/92)  663.520  (m)         2176.90   (f) ADJ UNCH    2 0
 SV0214
 SV0214.Superseded values are not recommended for survey control.
 SV0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0214.See file dsdata.txt to determine how the superseded data were derived.
 SV0214
 SV0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN566368(NAD 83)
 SV0214_MARKER: DB = BENCH MARK DISK
 SV0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0214_STAMPING: A 154 1935
 SV0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0214+STABILITY: SURFACE MOTION
 SV0214
 SV0214  HISTORY     - Date     Condition        Report By
 SV0214  HISTORY     - 1935     MONUMENTED       CGS
 SV0214  HISTORY     - 1963     GOOD             NGS
 SV0214
 SV0214                          STATION DESCRIPTION
 SV0214
 SV0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0214'3.2 MI W FROM CALDER.
 SV0214'3.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0214'RAILROAD FROM THE STATION AT CALDER, 0.4 MILE WEST OF MILE POST NO.
 SV0214'1798, 500 FEET EAST OF A RAILROAD SIGNAL, 45 FEET SOUTHEAST OF A
 SV0214'RAILROAD CROSSING 30 FEET SOUTH OF THE CENTER OF THE RAILROAD TRACKS,
 SV0214'22 FEET EAST OF THE EAST END OF A WIRE GATE, 9 FEET NORTH OF A FENCE,
 SV0214'4 FEET SOUTHWEST OF A TELEPHONE POLE AND 0.5 FOOT EAST OF A METAL
 SV0214'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0232 ***********************************************************************
 SV0232  DESIGNATION -  A 155
 SV0232  PID         -  SV0232
 SV0232  STATE/COUNTY-  ID/SHOSHONE
 SV0232  USGS QUAD   -  CLARKIA (1995)
 SV0232
 SV0232                         *CURRENT SURVEY CONTROL
 SV0232  ___________________________________________________________________
 SV0232* NAD 83(1986)-  47 00 44.     (N)    116 15 29.     (W)     SCALED    
 SV0232* NAVD 88     -       862.222  (meters)    2828.81   (feet)  ADJUSTED  
 SV0232  ___________________________________________________________________
 SV0232  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 SV0232  DYNAMIC HT  -         862.159 (meters)    2828.60  (feet)  COMP
 SV0232  MODELED GRAV-     980,512.1   (mgal)                       NAVD 88
 SV0232
 SV0232  VERT ORDER  -  SECOND    CLASS 0
 SV0232
 SV0232.The horizontal coordinates were scaled from a topographic map and have
 SV0232.an estimated accuracy of +/- 6 seconds.
 SV0232
 SV0232.The orthometric height was determined by differential leveling
 SV0232.and adjusted by the National Geodetic Survey in June 1991..
 SV0232
 SV0232.The geoid height was determined by GEOID03.
 SV0232
 SV0232.The dynamic height is computed by dividing the NAVD 88
 SV0232.geopotential number by the normal gravity value computed on the
 SV0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0232.degrees latitude (g = 980.6199 gals.).
 SV0232
 SV0232.The modeled gravity was interpolated from observed gravity values.
 SV0232
 SV0232;                    North         East    Units  Estimated Accuracy
 SV0232;SPC ID W     -   594,080.      761,370.      MT  (+/- 180 meters Scaled)
 SV0232
 SV0232                          SUPERSEDED SURVEY CONTROL
 SV0232
 SV0232  NGVD 29 (??/??/92)  861.076  (m)         2825.05   (f) ADJ UNCH    2 0
 SV0232
 SV0232.Superseded values are not recommended for survey control.
 SV0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0232.See file dsdata.txt to determine how the superseded data were derived.
 SV0232
 SV0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN563067(NAD 83)
 SV0232_MARKER: DB = BENCH MARK DISK
 SV0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0232_STAMPING: A-155 1935
 SV0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0232+STABILITY: SURFACE MOTION
 SV0232
 SV0232  HISTORY     - Date     Condition        Report By
 SV0232  HISTORY     - 1935     MONUMENTED       CGS
 SV0232  HISTORY     - 1959     MARK NOT FOUND   USGS
 SV0232
 SV0232                          STATION DESCRIPTION
 SV0232
 SV0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0232'IN CLARKIA.
 SV0232'SET AT CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RY. STATION.  105 FEET
 SV0232'NORTH OF NORTHEAST CORNER OF STATION.  86 FEET NORTH OF CENTERLINE OF
 SV0232'DIRT ROAD CROSSING SIDE TRACK.  55 FEET NORTHEAST OF CENTERLINE OF
 SV0232'C.M.ST.P. AND P. RY. MAIN TRACK.  51.2 FEET NORTH OF SOUTHEAST CORNER
 SV0232'OF R/W FENCE.  30.2 FEET EAST OF SOUTHEAST CORNER OF FRIEGHT HOUSE. 1
 SV0232'FT. WEST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 SV0232
 SV0232                          STATION RECOVERY (1959)
 SV0232
 SV0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 SV0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0313 ***********************************************************************
 SV0313  DESIGNATION -  A 156
 SV0313  PID         -  SV0313
 SV0313  STATE/COUNTY-  ID/BENEWAH
 SV0313  USGS QUAD   -  LINDSTROM PEAK (1995)
 SV0313
 SV0313                         *CURRENT SURVEY CONTROL
 SV0313  ___________________________________________________________________
 SV0313* NAD 83(1986)-  47 12 26.     (N)    116 35 03.     (W)     SCALED    
 SV0313* NAVD 88     -       735.310  (meters)    2412.43   (feet)  ADJUSTED  
 SV0313  ___________________________________________________________________
 SV0313  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SV0313  DYNAMIC HT  -         735.284 (meters)    2412.34  (feet)  COMP
 SV0313  MODELED GRAV-     980,554.4   (mgal)                       NAVD 88
 SV0313
 SV0313  VERT ORDER  -  SECOND    CLASS 0
 SV0313
 SV0313.The horizontal coordinates were scaled from a topographic map and have
 SV0313.an estimated accuracy of +/- 6 seconds.
 SV0313
 SV0313.The orthometric height was determined by differential leveling
 SV0313.and adjusted by the National Geodetic Survey in June 1991..
 SV0313
 SV0313.The geoid height was determined by GEOID03.
 SV0313
 SV0313.The dynamic height is computed by dividing the NAVD 88
 SV0313.geopotential number by the normal gravity value computed on the
 SV0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0313.degrees latitude (g = 980.6199 gals.).
 SV0313
 SV0313.The modeled gravity was interpolated from observed gravity values.
 SV0313
 SV0313;                    North         East    Units  Estimated Accuracy
 SV0313;SPC ID W     -   615,970.      736,810.      MT  (+/- 180 meters Scaled)
 SV0313
 SV0313                          SUPERSEDED SURVEY CONTROL
 SV0313
 SV0313  NGVD 29 (??/??/92)  734.186  (m)         2408.74   (f) ADJ UNCH    2 0
 SV0313
 SV0313.Superseded values are not recommended for survey control.
 SV0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0313.See file dsdata.txt to determine how the superseded data were derived.
 SV0313
 SV0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN314282(NAD 83)
 SV0313_MARKER: DB = BENCH MARK DISK
 SV0313_SETTING: 66 = SET IN ROCK OUTCROP
 SV0313_SP_SET: ROCK LEDGE
 SV0313_STAMPING: A-156 1935
 SV0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0313+STABILITY: POSITION/ELEVATION WELL
 SV0313
 SV0313  HISTORY     - Date     Condition        Report By
 SV0313  HISTORY     - 1935     MONUMENTED       CGS
 SV0313  HISTORY     - 1956     MARK NOT FOUND   USGS
 SV0313
 SV0313                          STATION DESCRIPTION
 SV0313
 SV0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0313'12.5 MI NE FROM ST MARIES.
 SV0313'12.5 MILES SOUTHEAST OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  0.5
 SV0313'MILE SOUTHEAST OF MILEPOST 12.  TABLET SET HORIZONTALLY IN LEDGE ROCK.
 SV0313'ABOUT .15 MILE WEST OF ROVER SIDING MARKER. ABOUT 150 FEET WEST OF
 SV0313'WEST ENTRANCE TO RAILROAD TUNNEL.  15.5 FEET SOUTH OF CENTERLINE OF
 SV0313'TRACK.  2.5 FEET ABOVE LEVEL OF TRACK.
 SV0313
 SV0313                          STATION RECOVERY (1956)
 SV0313
 SV0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SV0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0548 ***********************************************************************
 SU0548  DESIGNATION -  A 157
 SU0548  PID         -  SU0548
 SU0548  STATE/COUNTY-  ID/SHOSHONE
 SU0548  USGS QUAD   -  MONUMENTAL BUTTES (1995)
 SU0548
 SU0548                         *CURRENT SURVEY CONTROL
 SU0548  ___________________________________________________________________
 SU0548* NAD 83(1986)-  47 04 38.     (N)    115 50 43.     (W)     SCALED    
 SU0548* NAVD 88     -      1344.484  (meters)    4411.03   (feet)  ADJUSTED  
 SU0548  ___________________________________________________________________
 SU0548  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 SU0548  DYNAMIC HT  -        1344.262 (meters)    4410.30  (feet)  COMP
 SU0548  MODELED GRAV-     980,401.0   (mgal)                       NAVD 88
 SU0548
 SU0548  VERT ORDER  -  SECOND    CLASS 0
 SU0548
 SU0548.The horizontal coordinates were scaled from a topographic map and have
 SU0548.an estimated accuracy of +/- 6 seconds.
 SU0548
 SU0548.The orthometric height was determined by differential leveling
 SU0548.and adjusted by the National Geodetic Survey in June 1991..
 SU0548
 SU0548.The geoid height was determined by GEOID03.
 SU0548
 SU0548.The dynamic height is computed by dividing the NAVD 88
 SU0548.geopotential number by the normal gravity value computed on the
 SU0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0548.degrees latitude (g = 980.6199 gals.).
 SU0548
 SU0548.The modeled gravity was interpolated from observed gravity values.
 SU0548
 SU0548;                    North         East    Units  Estimated Accuracy
 SU0548;SPC ID W     -   601,180.      792,760.      MT  (+/- 180 meters Scaled)
 SU0548
 SU0548                          SUPERSEDED SURVEY CONTROL
 SU0548
 SU0548  NGVD 29 (??/??/92) 1343.295  (m)         4407.13   (f) ADJ UNCH    2 0
 SU0548
 SU0548.Superseded values are not recommended for survey control.
 SU0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0548.See file dsdata.txt to determine how the superseded data were derived.
 SU0548
 SU0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN876143(NAD 83)
 SU0548_MARKER: DB = BENCH MARK DISK
 SU0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0548_STAMPING: A-157 1935
 SU0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0548+STABILITY: SURFACE MOTION
 SU0548
 SU0548  HISTORY     - Date     Condition        Report By
 SU0548  HISTORY     - 1935     MONUMENTED       CGS
 SU0548  HISTORY     - 1969     MARK NOT FOUND   USGS
 SU0548
 SU0548                          STATION DESCRIPTION
 SU0548
 SU0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0548'17.4 MI S FROM AVERY.
 SU0548'ABOUT 17.1 MILES SOUTH ALONG THE JUG CAMP ROAD FROM THE CHICAGO,
 SU0548'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT AVERY, SHOSHONE
 SU0548'COUNTY, ABOUT 0.9 MILE NORTH OF A WOODEN BRIDGE OVER LITTLE NORTH FORK
 SU0548'OF CLEARWATER RIVER, ABOUT 0.5 MILE NORTH OF A WOODEN BRIDGE OVER A
 SU0548'SMALL CREEK, ABOUT 0.4 MILE EAST OF A WOODEN BRIDGE OVER MEADOW CREEK,
 SU0548'ABOUT 75 FEET WEST OF THE MIDDLE OF THE CURVE, 20.5 FEET EAST OF A
 SU0548'BLAZED 12-INCH SPRUCE TREE, 11.5 FEET SOUTH OF THE SOUTH END OF A
 SU0548'WOODEN BOX CULVERT, AND 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
 SU0548'A STANDARD DISK, STAMPED A 157 1935 AND SET IN THE TOP OF A CONCRETE
 SU0548'POST.  NOTE-- RD. COMPLETELY RE-LOCATED-- OLD ROAD GROWN UP WITH BRUSH
 SU0548'AND TREES.
 SU0548
 SU0548                          STATION RECOVERY (1969)
 SU0548
 SU0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SU0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0463 ***********************************************************************
 QA0463  DESIGNATION -  A 158
 QA0463  PID         -  QA0463
 QA0463  STATE/COUNTY-  ID/BOISE
 QA0463  USGS QUAD   -  PINE FLAT (1972)
 QA0463
 QA0463                         *CURRENT SURVEY CONTROL
 QA0463  ___________________________________________________________________
 QA0463* NAD 83(1986)-  44 04 58.     (N)    115 37 56.     (W)     SCALED    
 QA0463* NAVD 88     -      1156.858  (meters)    3795.46   (feet)  ADJUSTED  
 QA0463  ___________________________________________________________________
 QA0463  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 QA0463  DYNAMIC HT  -        1156.310 (meters)    3793.66  (feet)  COMP
 QA0463  MODELED GRAV-     980,105.6   (mgal)                       NAVD 88
 QA0463
 QA0463  VERT ORDER  -  SECOND    CLASS 0
 QA0463
 QA0463.The horizontal coordinates were scaled from a topographic map and have
 QA0463.an estimated accuracy of +/- 6 seconds.
 QA0463
 QA0463.The orthometric height was determined by differential leveling
 QA0463.and adjusted by the National Geodetic Survey in June 1991..
 QA0463
 QA0463.The geoid height was determined by GEOID03.
 QA0463
 QA0463.The dynamic height is computed by dividing the NAVD 88
 QA0463.geopotential number by the normal gravity value computed on the
 QA0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0463.degrees latitude (g = 980.6199 gals.).
 QA0463
 QA0463.The modeled gravity was interpolated from observed gravity values.
 QA0463
 QA0463;                    North         East    Units  Estimated Accuracy
 QA0463;SPC ID W     -   268,400.      809,430.      MT  (+/- 180 meters Scaled)
 QA0463
 QA0463                          SUPERSEDED SURVEY CONTROL
 QA0463
 QA0463  NGVD 29 (??/??/92) 1155.704  (m)         3791.67   (f) ADJ UNCH    2 0
 QA0463
 QA0463.Superseded values are not recommended for survey control.
 QA0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0463.See file dsdata.txt to determine how the superseded data were derived.
 QA0463
 QA0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ095819(NAD 83)
 QA0463_MARKER: DB = BENCH MARK DISK
 QA0463_SETTING: 66 = SET IN ROCK OUTCROP
 QA0463_SP_SET: GRANITE OUTCROP
 QA0463_STAMPING: A 158 1935
 QA0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0463+STABILITY: POSITION/ELEVATION WELL
 QA0463
 QA0463  HISTORY     - Date     Condition        Report By
 QA0463  HISTORY     - 1935     MONUMENTED       CGS
 QA0463  HISTORY     - 1969     GOOD             NGS
 QA0463
 QA0463                          STATION DESCRIPTION
 QA0463
 QA0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0463'1.1 MI W FROM LOWMAN.
 QA0463'1.1 MILES WEST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT LOWMAN,
 QA0463'BOISE COUNTY, 0.5 MILE EAST OF MONUMENT CREEK, 200 FEET NORTHEAST OF A
 QA0463'WEST-TO-NORTH CURVE, 64.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 QA0463'HIGHWAY, 21 FEET WEST OF A BLAZED 2.3 FOOT PINE TREE, AT THE SOUTH
 QA0463'EDGE OF A FLAT, AND IN THE TOP OF A GRANITE OUTCROP.  A STANDARD DISK,
 QA0463'STAMPED A 158 1935.
 QA0463
 QA0463                          STATION RECOVERY (1969)
 QA0463
 QA0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QA0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0860 ***********************************************************************
 QA0860  DESIGNATION -  A 158 RESET
 QA0860  PID         -  QA0860
 QA0860  STATE/COUNTY-  ID/BOISE
 QA0860  USGS QUAD   -  PINE FLAT (1972)
 QA0860
 QA0860                         *CURRENT SURVEY CONTROL
 QA0860  ___________________________________________________________________
 QA0860* NAD 83(1986)-  44 04 58.     (N)    115 37 56.     (W)     SCALED    
 QA0860* NAVD 88     -      1163.63   (meters)    3817.7    (feet)  RESET     
 QA0860  ___________________________________________________________________
 QA0860  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 QA0860
 QA0860  VERT ORDER  -  THIRD
 QA0860
 QA0860.The horizontal coordinates were scaled from a topographic map and have
 QA0860.an estimated accuracy of +/- 6 seconds.
 QA0860
 QA0860.The orthometric height was computed from unverified reset data.
 QA0860.No vertical observational check was made to the station.
 QA0860
 QA0860.The geoid height was determined by GEOID03.
 QA0860
 QA0860;                    North         East    Units  Estimated Accuracy
 QA0860;SPC ID W     -   268,400.      809,430.      MT  (+/- 180 meters Scaled)
 QA0860
 QA0860                          SUPERSEDED SURVEY CONTROL
 QA0860
 QA0860  NGVD 29 (03/27/06) 1162.48   (m)         3813.9    (f) RESET       3  
 QA0860
 QA0860.Superseded values are not recommended for survey control.
 QA0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0860.See file dsdata.txt to determine how the superseded data were derived.
 QA0860
 QA0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ095819(NAD 83)
 QA0860_MARKER: DB = BENCH MARK DISK
 QA0860_SETTING: 80 = SET IN A BOULDER
 QA0860_SP_SET: BOULDER
 QA0860_STAMPING: A 158 RESET 1984
 QA0860_MARK LOGO: NGS   
 QA0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0860+STABILITY: SURFACE MOTION
 QA0860
 QA0860  HISTORY     - Date     Condition        Report By
 QA0860  HISTORY     - 1984     MONUMENTED       NGS
 QA0860
 QA0860                          STATION DESCRIPTION
 QA0860
 QA0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QA0860'1.9 KM (1.20 MI) WEST FROM LOWMAN.
 QA0860'FROM THE INTERSECTION OF HIGHWAYS 582 AND 21 IN LOWMAN, GO WEST ON 582
 QA0860'FOR 1.9 KM (1.20 MI) TO THE MARK ON THE RIGHT, IN A BOULDER 3 METERS
 QA0860'BY 2 METERS BY 1 METER, 44.2 M (145.0 FT) NORTH OF CENTERLINE OF NEW
 QA0860'ROAD, 5 METERS NORTH NORTHWEST OF A 1.3 METER IN DIAMETER YELLOW
 QA0860'PINE, 0.4 METER NORTHWEST OF A WITNESS POST, AND AT SOUTHEAST CORNER
 QA0860'OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0350 ***********************************************************************
 QA0350  DESIGNATION -  A 159
 QA0350  PID         -  QA0350
 QA0350  STATE/COUNTY-  ID/BOISE
 QA0350  USGS QUAD   -  GRANDJEAN (1972)
 QA0350
 QA0350                         *CURRENT SURVEY CONTROL
 QA0350  ___________________________________________________________________
 QA0350* NAD 83(1986)-  44 10 23.     (N)    115 13 53.     (W)     SCALED    
 QA0350* NAVD 88     -      1533.841  (meters)    5032.28   (feet)  ADJUSTED  
 QA0350  ___________________________________________________________________
 QA0350  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 QA0350  DYNAMIC HT  -        1532.993 (meters)    5029.49  (feet)  COMP
 QA0350  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 QA0350
 QA0350  VERT ORDER  -  SECOND    CLASS 0
 QA0350
 QA0350.The horizontal coordinates were scaled from a topographic map and have
 QA0350.an estimated accuracy of +/- 6 seconds.
 QA0350
 QA0350.The orthometric height was determined by differential leveling
 QA0350.and adjusted by the National Geodetic Survey in June 1991..
 QA0350
 QA0350.The geoid height was determined by GEOID03.
 QA0350
 QA0350.The dynamic height is computed by dividing the NAVD 88
 QA0350.geopotential number by the normal gravity value computed on the
 QA0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0350.degrees latitude (g = 980.6199 gals.).
 QA0350
 QA0350.The modeled gravity was interpolated from observed gravity values.
 QA0350
 QA0350;                    North         East    Units  Estimated Accuracy
 QA0350;SPC ID W     -   278,550.      841,470.      MT  (+/- 180 meters Scaled)
 QA0350
 QA0350                          SUPERSEDED SURVEY CONTROL
 QA0350
 QA0350  NGVD 29 (??/??/92) 1532.572  (m)         5028.11   (f) ADJ UNCH    2 0
 QA0350
 QA0350.Superseded values are not recommended for survey control.
 QA0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0350.See file dsdata.txt to determine how the superseded data were derived.
 QA0350
 QA0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ413926(NAD 83)
 QA0350_MARKER: DB = BENCH MARK DISK
 QA0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0350_SP_SET: CULVERT
 QA0350_STAMPING: A 159 1935
 QA0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0350
 QA0350  HISTORY     - Date     Condition        Report By
 QA0350  HISTORY     - 1935     MONUMENTED       CGS
 QA0350  HISTORY     - 1960     GOOD             NGS
 QA0350
 QA0350                          STATION DESCRIPTION
 QA0350
 QA0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0350'3.5 MI W FROM GRANDJEAN.
 QA0350'3.5 MILES WEST ALONG STATE HIGHWAY 21 FROM THE SAWTOOTH LODGE AT
 QA0350'GRANDJEAN, ON THE OUTSIDE OF A CURVE, IN TOP OF A GRANITE BOULDER
 QA0350'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 68 FEET NORTH OF THE
 QA0350'CENTER LINE OF THE HIGHWAY, 187 FEET WEST-NORTHWEST OF THE NORTH POST
 QA0350'SUPPORTING A MONUMENT TO EDWIN C. SHEPARD SIGN, 109 FEET NORTHEAST OF
 QA0350'THE NORTH END OF A 12-INCH PIPE CULVERT, 91 FEET NORTHWEST OF A
 QA0350'52-INCH PINE TREE BEARING A TRIANGULAR BLAZE, 9 FEET WEST OF THE
 QA0350'CENTER OF A SMALL DRY WASH, AND ABOUT 7 FEET HIGHER THAN THE HIGHWAY.
 QA0350'NOTE-- SHOULD READ 2.3 MI EAST OF JUNCTION WITH NEW HIGHWAY AND ROAD
 QA0350'TO GRANDJEAN. INSTEAD OF 3.5 MI WEST ALONG OLD HIGHWAY 21 FROM
 QA0350'SAWTOOTH LODGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0045 ***********************************************************************
 QA0045  DESIGNATION -  A 16
 QA0045  PID         -  QA0045
 QA0045  STATE/COUNTY-  ID/CUSTER
 QA0045  USGS QUAD   -  ANTELOPE FLAT (1963)
 QA0045
 QA0045                         *CURRENT SURVEY CONTROL
 QA0045  ___________________________________________________________________
 QA0045* NAD 83(1986)-  44 22 07.     (N)    114 04 39.     (W)     SCALED    
 QA0045* NAVD 88     -      1750.015  (meters)    5741.51   (feet)  ADJUSTED  
 QA0045  ___________________________________________________________________
 QA0045  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 QA0045  DYNAMIC HT  -        1749.055 (meters)    5738.36  (feet)  COMP
 QA0045  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 QA0045
 QA0045  VERT ORDER  -  FIRST     CLASS II
 QA0045
 QA0045.The horizontal coordinates were scaled from a topographic map and have
 QA0045.an estimated accuracy of +/- 6 seconds.
 QA0045
 QA0045.The orthometric height was determined by differential leveling
 QA0045.and adjusted by the National Geodetic Survey in June 1991..
 QA0045
 QA0045.The geoid height was determined by GEOID03.
 QA0045
 QA0045.The dynamic height is computed by dividing the NAVD 88
 QA0045.geopotential number by the normal gravity value computed on the
 QA0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0045.degrees latitude (g = 980.6199 gals.).
 QA0045
 QA0045.The modeled gravity was interpolated from observed gravity values.
 QA0045
 QA0045;                    North         East    Units  Estimated Accuracy
 QA0045;SPC ID C     -   300,150.      493,820.      MT  (+/- 180 meters Scaled)
 QA0045
 QA0045                          SUPERSEDED SURVEY CONTROL
 QA0045
 QA0045  NGVD 29 (??/??/92) 1748.772  (m)         5737.43   (f) ADJ UNCH    1 2
 QA0045
 QA0045.Superseded values are not recommended for survey control.
 QA0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0045.See file dsdata.txt to determine how the superseded data were derived.
 QA0045
 QA0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK328169(NAD 83)
 QA0045_MARKER: DB = BENCH MARK DISK
 QA0045_SETTING: 80 = SET IN A BOULDER
 QA0045_STAMPING: 5737.505 A 16 1933
 QA0045_MARK LOGO: CGS   
 QA0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0045+STABILITY: SURFACE MOTION
 QA0045
 QA0045  HISTORY     - Date     Condition        Report By
 QA0045  HISTORY     - 1933     MONUMENTED       CGS
 QA0045  HISTORY     - 1934     GOOD             NGS
 QA0045  HISTORY     - 1985     GOOD             NGS
 QA0045
 QA0045                          STATION DESCRIPTION
 QA0045
 QA0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QA0045'13.6 MI SE FROM CHALLIS.
 QA0045'13.6 MILES SOUTHEAST ALONG STATE HIGHWAY 27 (NOW U.S. HIGHWAY 93 ALT.)
 QA0045'FROM CHALLIS, CUSTER COUNTY, AT THE MOUTH OF GRAND VIEW CANYON, 120
 QA0045'FEET WEST OF A STREAM, 145 FEET WEST OF THE CENTER LINE OF THE
 QA0045'HIGHWAY, AT THE NORTH EDGE OF THE MAIN ROCK OUTCROP, AND IN THE TOP OF
 QA0045'A LOW LYING BOULDER MARKED BY THE PAINTED LETTERS BM AND A ROCK CAIRN.
 QA0045'A STANDARD DISK, STAMPED 5737.505 A 16 1933.
 QA0045
 QA0045                          STATION RECOVERY (1934)
 QA0045
 QA0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 QA0045'RECOVERED IN GOOD CONDITION.
 QA0045
 QA0045                          STATION RECOVERY (1985)
 QA0045
 QA0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QA0045'RECOVERED IN GOOD CONITION.  NEW DESCRIPTION FOLLOWS.  20.1 KM
 QA0045'(12.5 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE INTERSECTION OF MAIN
 QA0045'STREET AT CHALLIS, IN THE TOP CENTER OF A 6 BY 6 FOOT LIMESTONE
 QA0045'BOULDER PROJECTING 3 FEET ABOVE THE SURFACE OF THE GROUND ON ITS
 QA0045'NORTHEAST SIDE, AT THE NORTHWEST END OF GRAND VIEW CANYON, 0.19 KM
 QA0045'(0.12 MI) NORTHWEST OF MILEPOST 150, 21.9 METERS (72 FT)
 QA0045'WEST-SOUTHWEST OF THE HIGHWAY CENTERLINE, 18.6 METERS (61 FT)
 QA0045'WEST-NORTHWEST OF THE NORTHWEST END OF A CONCRETE HEADWALL FOR A BOX
 QA0045'CULVERT FOR WARM SPRINGS CREEK, 6.1 METERS (20 FT) SOUTHEAST OF THE
 QA0045'NORTHWEST END OF A VERTICAL PORTION OF OUTCROP AND 2.1 METERS (7 FT)
 QA0045'NORTHWEST OF THE RIGHT OF WAY FENCE.
 QA0045'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 QA0045'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0736 ***********************************************************************
 OZ0736  DESIGNATION -  A 161
 OZ0736  PID         -  OZ0736
 OZ0736  STATE/COUNTY-  ID/BOISE
 OZ0736  USGS QUAD   -  ARROWROCK RESERVOIR (1969)
 OZ0736
 OZ0736                         *CURRENT SURVEY CONTROL
 OZ0736  ___________________________________________________________________
 OZ0736* NAD 83(1986)-  43 44 12.     (N)    115 51 03.     (W)     SCALED    
 OZ0736* NAVD 88     -      1234.261  (meters)    4049.40   (feet)  ADJUSTED  
 OZ0736  ___________________________________________________________________
 OZ0736  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 OZ0736  DYNAMIC HT  -        1233.636 (meters)    4047.35  (feet)  COMP
 OZ0736  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 OZ0736
 OZ0736  VERT ORDER  -  SECOND    CLASS 0
 OZ0736
 OZ0736.The horizontal coordinates were scaled from a topographic map and have
 OZ0736.an estimated accuracy of +/- 6 seconds.
 OZ0736
 OZ0736.The orthometric height was determined by differential leveling
 OZ0736.and adjusted by the National Geodetic Survey in June 1991..
 OZ0736
 OZ0736.The geoid height was determined by GEOID03.
 OZ0736
 OZ0736.The dynamic height is computed by dividing the NAVD 88
 OZ0736.geopotential number by the normal gravity value computed on the
 OZ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0736.degrees latitude (g = 980.6199 gals.).
 OZ0736
 OZ0736.The modeled gravity was interpolated from observed gravity values.
 OZ0736
 OZ0736;                    North         East    Units  Estimated Accuracy
 OZ0736;SPC ID W     -   229,940.      791,880.      MT  (+/- 180 meters Scaled)
 OZ0736
 OZ0736                          SUPERSEDED SURVEY CONTROL
 OZ0736
 OZ0736  NGVD 29 (??/??/92) 1233.155  (m)         4045.78   (f) ADJ UNCH    2 0
 OZ0736
 OZ0736.Superseded values are not recommended for survey control.
 OZ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0736.See file dsdata.txt to determine how the superseded data were derived.
 OZ0736
 OZ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ925432(NAD 83)
 OZ0736_MARKER: DB = BENCH MARK DISK
 OZ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0736_STAMPING: A 161 1935
 OZ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0736+STABILITY: SURFACE MOTION
 OZ0736
 OZ0736  HISTORY     - Date     Condition        Report By
 OZ0736  HISTORY     - 1935     MONUMENTED       CGS
 OZ0736  HISTORY     - 1969     MARK NOT FOUND   USGS
 OZ0736
 OZ0736                          STATION DESCRIPTION
 OZ0736
 OZ0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0736'8.5 MI SW FROM IDAHO CITY.
 OZ0736'ABOUT 8.5 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM IDAHO CITY,
 OZ0736'BOISE COUNTY, THENCE ABOUT 4.0 MILES EAST ALONG THE THORNE CREEK ROAD,
 OZ0736'AT THE TURNING POINT OF THE ROAD FROM THORNE CREEK, AT THE JUNCTION OF
 OZ0736'A TRAIL LEADING NORTH, ABOUT 75 FEET SOUTHEAST OF A WOODEN BRIDGE OVER
 OZ0736'THE CREEK, 30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND 18.5
 OZ0736'FEET SOUTHEAST OF A 48-INCH PINE TREE.  A STANDARD DISK, STAMPED A 161
 OZ0736'1935 AND SET IN THE TOP OF A CONCRETE POST.
 OZ0736
 OZ0736                          STATION RECOVERY (1969)
 OZ0736
 OZ0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OZ0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0073 ***********************************************************************
 NU0073  DESIGNATION -  A 164
 NU0073  PID         -  NU0073
 NU0073  STATE/COUNTY-  ID/BANNOCK
 NU0073  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0073
 NU0073                         *CURRENT SURVEY CONTROL
 NU0073  ___________________________________________________________________
 NU0073* NAD 83(1986)-  42 53 29.     (N)    112 27 15.     (W)     SCALED    
 NU0073* NAVD 88     -      1366.971  (meters)    4484.80   (feet)  ADJUSTED  
 NU0073  ___________________________________________________________________
 NU0073  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 NU0073  DYNAMIC HT  -        1366.194 (meters)    4482.25  (feet)  COMP
 NU0073  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 NU0073
 NU0073  VERT ORDER  -  FIRST     CLASS I
 NU0073
 NU0073.The horizontal coordinates were scaled from a topographic map and have
 NU0073.an estimated accuracy of +/- 6 seconds.
 NU0073
 NU0073.The orthometric height was determined by differential leveling
 NU0073.and adjusted by the National Geodetic Survey in June 1991..
 NU0073.WARNING-Repeat measurements at this control monument indicate possible
 NU0073.vertical movement.
 NU0073
 NU0073.The geoid height was determined by GEOID03.
 NU0073
 NU0073.The dynamic height is computed by dividing the NAVD 88
 NU0073.geopotential number by the normal gravity value computed on the
 NU0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0073.degrees latitude (g = 980.6199 gals.).
 NU0073
 NU0073.The modeled gravity was interpolated from observed gravity values.
 NU0073
 NU0073;                    North         East    Units  Estimated Accuracy
 NU0073;SPC ID E     -   136,070.      176,520.      MT  (+/- 180 meters Scaled)
 NU0073
 NU0073                          SUPERSEDED SURVEY CONTROL
 NU0073
 NU0073  NGVD 29 (??/??/92) 1365.922  (m)         4481.36   (f) ADJ UNCH    1 1
 NU0073
 NU0073.Superseded values are not recommended for survey control.
 NU0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0073.See file dsdata.txt to determine how the superseded data were derived.
 NU0073
 NU0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN812497(NAD 83)
 NU0073_MARKER: DB = BENCH MARK DISK
 NU0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0073_SP_SET: SIPHON
 NU0073_STAMPING: A 164 1941
 NU0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0073
 NU0073  HISTORY     - Date     Condition        Report By
 NU0073  HISTORY     - 1941     MONUMENTED       CGS
 NU0073  HISTORY     - 1960     GOOD             NGS
 NU0073  HISTORY     - 1967     GOOD             NGS
 NU0073  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0073
 NU0073                          STATION DESCRIPTION
 NU0073
 NU0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0073'1.95 MI N FROM POCATELLO.
 NU0073'ABOUT 1.95 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU0073'OVERPASS OVER CENTER STREET IN POCATELLO, AT THE CROSSING OF ALAMEDA
 NU0073'ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET EAST OF
 NU0073'THE CENTER LINE OF THE TRACK AND IN THE CENTER OF THE TOP OF THE
 NU0073'CONCRETE HEADWALL OF AN IRRIGATION SYPHON UNDER THE TRACK, ABOUT 3
 NU0073'FEET HIGHER THAN THE TRACK.
 NU0073
 NU0073                          STATION RECOVERY (1967)
 NU0073
 NU0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0073'RECOVERED IN GOOD CONDITION.
 NU0073
 NU0073                          STATION RECOVERY (1983)
 NU0073
 NU0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0803 ***********************************************************************
 NU0803  DESIGNATION -  A 165
 NU0803  PID         -  NU0803
 NU0803  STATE/COUNTY-  ID/BLAINE
 NU0803  USGS QUAD   -  LAKE WALCOTT EAST (1984)
 NU0803
 NU0803                         *CURRENT SURVEY CONTROL
 NU0803  ___________________________________________________________________
 NU0803* NAD 83(1986)-  42 42 22.     (N)    113 15 11.     (W)     SCALED    
 NU0803* NAVD 88     -      1310.719  (meters)    4300.25   (feet)  ADJUSTED  
 NU0803  ___________________________________________________________________
 NU0803  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 NU0803  DYNAMIC HT  -        1309.969 (meters)    4297.79  (feet)  COMP
 NU0803  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 NU0803
 NU0803  VERT ORDER  -  FIRST     CLASS II
 NU0803
 NU0803.The horizontal coordinates were scaled from a topographic map and have
 NU0803.an estimated accuracy of +/- 6 seconds.
 NU0803
 NU0803.The orthometric height was determined by differential leveling
 NU0803.and adjusted by the National Geodetic Survey in June 1991..
 NU0803
 NU0803.The geoid height was determined by GEOID03.
 NU0803
 NU0803.The dynamic height is computed by dividing the NAVD 88
 NU0803.geopotential number by the normal gravity value computed on the
 NU0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0803.degrees latitude (g = 980.6199 gals.).
 NU0803
 NU0803.The modeled gravity was interpolated from observed gravity values.
 NU0803
 NU0803;                    North         East    Units  Estimated Accuracy
 NU0803;SPC ID C     -   115,720.      561,190.      MT  (+/- 180 meters Scaled)
 NU0803
 NU0803                          SUPERSEDED SURVEY CONTROL
 NU0803
 NU0803  NGVD 29 (??/??/92) 1309.721  (m)         4296.98   (f) ADJ UNCH    1 2
 NU0803
 NU0803.Superseded values are not recommended for survey control.
 NU0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0803.See file dsdata.txt to determine how the superseded data were derived.
 NU0803
 NU0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN154306(NAD 83)
 NU0803_MARKER: DB = BENCH MARK DISK
 NU0803_SETTING: 66 = SET IN ROCK OUTCROP
 NU0803_SP_SET: BEDROCK
 NU0803_STAMPING: A 165 1941
 NU0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0803+STABILITY: POSITION/ELEVATION WELL
 NU0803
 NU0803  HISTORY     - Date     Condition        Report By
 NU0803  HISTORY     - 1941     MONUMENTED       CGS
 NU0803  HISTORY     - 1957     GOOD             USGS
 NU0803
 NU0803                          STATION DESCRIPTION
 NU0803
 NU0803'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0803'12.4 MI E FROM MINIDOKA.
 NU0803'IN BLAINE COUNTY, 12.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD
 NU0803'FROM THE STATION AT MINIDOKA, MINIDOKA COUNTY, 2 POLE WEST OF MILEPOST
 NU0803'260, 90 FEET SOUTHWEST OF THE STATION SIGN AT DEWOFF, 72 FEET SOUTH OF
 NU0803'THE CENTERLINE OF THE TRACK, 12 FEET SOUTH OF A ROW OF POLES, AND IN
 NU0803'BEDROCK.  A STANDARD DISK, STAMPED A 165 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0452 ***********************************************************************
 SU0452  DESIGNATION -  A 166
 SU0452  PID         -  SU0452
 SU0452  STATE/COUNTY-  ID/SHOSHONE
 SU0452  USGS QUAD   -  AVERY (1995)
 SU0452
 SU0452                         *CURRENT SURVEY CONTROL
 SU0452  ___________________________________________________________________
 SU0452* NAD 83(1986)-  47 16 27.     (N)    115 46 19.     (W)     SCALED    
 SU0452* NAVD 88     -       815.455  (meters)    2675.37   (feet)  ADJUSTED  
 SU0452  ___________________________________________________________________
 SU0452  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 SU0452  DYNAMIC HT  -         815.398 (meters)    2675.18  (feet)  COMP
 SU0452  MODELED GRAV-     980,516.1   (mgal)                       NAVD 88
 SU0452
 SU0452  VERT ORDER  -  SECOND    CLASS 0
 SU0452
 SU0452.The horizontal coordinates were scaled from a topographic map and have
 SU0452.an estimated accuracy of +/- 6 seconds.
 SU0452
 SU0452.The orthometric height was determined by differential leveling
 SU0452.and adjusted by the National Geodetic Survey in June 1991..
 SU0452
 SU0452.The geoid height was determined by GEOID03.
 SU0452
 SU0452.The dynamic height is computed by dividing the NAVD 88
 SU0452.geopotential number by the normal gravity value computed on the
 SU0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0452.degrees latitude (g = 980.6199 gals.).
 SU0452
 SU0452.The modeled gravity was interpolated from observed gravity values.
 SU0452
 SU0452;                    North         East    Units  Estimated Accuracy
 SU0452;SPC ID W     -   623,070.      798,340.      MT  (+/- 180 meters Scaled)
 SU0452
 SU0452                          SUPERSEDED SURVEY CONTROL
 SU0452
 SU0452  NGVD 29 (??/??/92)  814.291  (m)         2671.55   (f) ADJ UNCH    2 0
 SU0452
 SU0452.Superseded values are not recommended for survey control.
 SU0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0452.See file dsdata.txt to determine how the superseded data were derived.
 SU0452
 SU0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN928363(NAD 83)
 SU0452_MARKER: DB = BENCH MARK DISK
 SU0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0452_SP_SET: TUNNEL
 SU0452_STAMPING: A 166 1935
 SU0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0452
 SU0452  HISTORY     - Date     Condition        Report By
 SU0452  HISTORY     - 1935     MONUMENTED       CGS
 SU0452  HISTORY     - 1963     GOOD             NGS
 SU0452
 SU0452                          STATION DESCRIPTION
 SU0452
 SU0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SU0452'3.0 MI N FROM AVERY.
 SU0452'3.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SU0452'RAILROAD FROM THE STATION AT AVERY, 0.7 MILE SOUTH OF THE STATION AT
 SU0452'STETSON, 9 FEET EAST OF THE CENTER OF THE TRACK, IN THE EAST RETAING
 SU0452'WALL AT THE NORTH PORTAL OF TUNNEL NO. 35, 84 FEET SOUTHWEST OF
 SU0452'CULVERT NO. 803 1/2, 1 FOOT SOUTH OF THE NORTH END OF THE PORTAL AND 4
 SU0452'1/2 FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1134 ***********************************************************************
 NU1134  DESIGNATION -  A 167
 NU1134  PID         -  NU1134
 NU1134  STATE/COUNTY-  ID/MINIDOKA
 NU1134  USGS QUAD   -  NORLAND (1972)
 NU1134
 NU1134                         *CURRENT SURVEY CONTROL
 NU1134  ___________________________________________________________________
 NU1134* NAD 83(1986)-  42 48 43.     (N)    113 44 38.     (W)     SCALED    
 NU1134* NAVD 88     -      1325.615  (meters)    4349.12   (feet)  ADJUSTED  
 NU1134  ___________________________________________________________________
 NU1134  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 NU1134  DYNAMIC HT  -        1324.889 (meters)    4346.74  (feet)  COMP
 NU1134  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 NU1134
 NU1134  VERT ORDER  -  FIRST     CLASS II
 NU1134
 NU1134.The horizontal coordinates were scaled from a topographic map and have
 NU1134.an estimated accuracy of +/- 6 seconds.
 NU1134
 NU1134.The orthometric height was determined by differential leveling
 NU1134.and adjusted by the National Geodetic Survey in June 1991..
 NU1134
 NU1134.The geoid height was determined by GEOID03.
 NU1134
 NU1134.The dynamic height is computed by dividing the NAVD 88
 NU1134.geopotential number by the normal gravity value computed on the
 NU1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1134.degrees latitude (g = 980.6199 gals.).
 NU1134
 NU1134.The modeled gravity was interpolated from observed gravity values.
 NU1134
 NU1134;                    North         East    Units  Estimated Accuracy
 NU1134;SPC ID C     -   127,240.      520,950.      MT  (+/- 180 meters Scaled)
 NU1134
 NU1134                          SUPERSEDED SURVEY CONTROL
 NU1134
 NU1134  NGVD 29 (??/??/92) 1324.659  (m)         4345.99   (f) ADJ UNCH    1 2
 NU1134
 NU1134.Superseded values are not recommended for survey control.
 NU1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1134.See file dsdata.txt to determine how the superseded data were derived.
 NU1134
 NU1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN756435(NAD 83)
 NU1134_MARKER: DB = BENCH MARK DISK
 NU1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1134_STAMPING: A 167 1941
 NU1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1134+STABILITY: SURFACE MOTION
 NU1134
 NU1134  HISTORY     - Date     Condition        Report By
 NU1134  HISTORY     - 1941     MONUMENTED       CGS
 NU1134  HISTORY     - 1949     GOOD             NGS
 NU1134
 NU1134                          STATION DESCRIPTION
 NU1134
 NU1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NU1134'13.7 MI W FROM MINIDOKA.
 NU1134'13.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU1134'MINIDOKA, MINIDOKA COUNTY, 2-1/2 POLES NORTHWEST OF MILEPOST 286, AT A
 NU1134'ROAD CROSSING, 54 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AT A
 NU1134'FENCE CORNER, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 NU1134'STAMPED A 167 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0492 ***********************************************************************
 OZ0492  DESIGNATION -  A 169
 OZ0492  PID         -  OZ0492
 OZ0492  STATE/COUNTY-  ID/ELMORE
 OZ0492  USGS QUAD   -  ANDERSON RANCH DAM (1973)
 OZ0492
 OZ0492                         *CURRENT SURVEY CONTROL
 OZ0492  ___________________________________________________________________
 OZ0492* NAD 83(1986)-  43 20 45.     (N)    115 25 07.     (W)     SCALED    
 OZ0492* NAVD 88     -      1411.539  (meters)    4631.02   (feet)  ADJUSTED  
 OZ0492  ___________________________________________________________________
 OZ0492  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 OZ0492  DYNAMIC HT  -        1410.787 (meters)    4628.56  (feet)  COMP
 OZ0492  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 OZ0492
 OZ0492  VERT ORDER  -  SECOND    CLASS 0
 OZ0492
 OZ0492.The horizontal coordinates were scaled from a topographic map and have
 OZ0492.an estimated accuracy of +/- 6 seconds.
 OZ0492
 OZ0492.The orthometric height was determined by differential leveling
 OZ0492.and adjusted by the National Geodetic Survey in June 1991..
 OZ0492
 OZ0492.The geoid height was determined by GEOID03.
 OZ0492
 OZ0492.The dynamic height is computed by dividing the NAVD 88
 OZ0492.geopotential number by the normal gravity value computed on the
 OZ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0492.degrees latitude (g = 980.6199 gals.).
 OZ0492
 OZ0492.The modeled gravity was interpolated from observed gravity values.
 OZ0492
 OZ0492;                    North         East    Units  Estimated Accuracy
 OZ0492;SPC ID W     -   186,570.      826,870.      MT  (+/- 180 meters Scaled)
 OZ0492
 OZ0492                          SUPERSEDED SURVEY CONTROL
 OZ0492
 OZ0492  NGVD 29 (??/??/92) 1410.506  (m)         4627.64   (f) ADJ UNCH    2 0
 OZ0492
 OZ0492.Superseded values are not recommended for survey control.
 OZ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0492.See file dsdata.txt to determine how the superseded data were derived.
 OZ0492
 OZ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ281004(NAD 83)
 OZ0492_MARKER: DB = BENCH MARK DISK
 OZ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0492_STAMPING: A 169 1935
 OZ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0492+STABILITY: SURFACE MOTION
 OZ0492
 OZ0492  HISTORY     - Date     Condition        Report By
 OZ0492  HISTORY     - 1935     MONUMENTED       CGS
 OZ0492  HISTORY     - 1973     GOOD             USGS
 OZ0492
 OZ0492                          STATION DESCRIPTION
 OZ0492
 OZ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0492'2.9 MI N FROM BENNETT.
 OZ0492'2.9 MILES NORTH ALONG THE PINE ROAD FROM THE DIXIE STORE AT BENNETT,
 OZ0492'ELMORE COUNTY, 590 FEET WEST OF A CURVE, 81 FEET WEST OF A CONCRETE
 OZ0492'CULVERT, AND 36 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 OZ0492'DISK, STAMPED A 169 1935 AND SET IN THE TOP OF A CONCRETE POST.
 OZ0492
 OZ0492                          STATION RECOVERY (1973)
 OZ0492
 OZ0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ0492'24.1 MILES NORTHEAST ALONG IDAHO HIGHWAY 68 FROM THE POST OFFICE AT
 OZ0492'MOUNTAIN HOME, THENCE 0.8 MILES NORTHWEST ALONG THE ANDERSON RANCH
 OZ0492'DAM ROAD TO THE SITE OF THE OLD DIXIE STORE, THENCE 2.9 MILES
 OZ0492'NORTHEAST ALONG THE OLD ROAD TO PINE. (THE LEFT 0.3 MILES IS WASHED
 OZ0492'OUT AND NOT PASSIBLE BY CAR). 94 FEET NORTHWEST OF A WASHED OUT
 OZ0492'CULVERT. 55 FEET NORTH OF THE OLD ROAD. A STANDARD DISK STAMPED "A
 OZ0492'169 1935 SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0520 ***********************************************************************
 PZ0520  DESIGNATION -  A 17
 PZ0520  PID         -  PZ0520
 PZ0520  STATE/COUNTY-  ID/LEMHI
 PZ0520  USGS QUAD   -  ALLISON CREEK (1962)
 PZ0520
 PZ0520                         *CURRENT SURVEY CONTROL
 PZ0520  ___________________________________________________________________
 PZ0520* NAD 83(1986)-  44 50 48.     (N)    113 58 45.     (W)     SCALED    
 PZ0520* NAVD 88     -      1349.360  (meters)    4427.03   (feet)  ADJUSTED  
 PZ0520  ___________________________________________________________________
 PZ0520  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 PZ0520  DYNAMIC HT  -        1348.664 (meters)    4424.74  (feet)  COMP
 PZ0520  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 PZ0520
 PZ0520  VERT ORDER  -  FIRST     CLASS II
 PZ0520
 PZ0520.The horizontal coordinates were scaled from a topographic map and have
 PZ0520.an estimated accuracy of +/- 6 seconds.
 PZ0520
 PZ0520.The orthometric height was determined by differential leveling
 PZ0520.and adjusted by the National Geodetic Survey in June 1991..
 PZ0520
 PZ0520.The geoid height was determined by GEOID03.
 PZ0520
 PZ0520.The dynamic height is computed by dividing the NAVD 88
 PZ0520.geopotential number by the normal gravity value computed on the
 PZ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0520.degrees latitude (g = 980.6199 gals.).
 PZ0520
 PZ0520.The modeled gravity was interpolated from observed gravity values.
 PZ0520
 PZ0520;                    North         East    Units  Estimated Accuracy
 PZ0520;SPC ID C     -   353,270.      501,650.      MT  (+/- 180 meters Scaled)
 PZ0520
 PZ0520                          SUPERSEDED SURVEY CONTROL
 PZ0520
 PZ0520  NGVD 29 (??/??/92) 1348.077  (m)         4422.82   (f) ADJ UNCH    1 2
 PZ0520
 PZ0520.Superseded values are not recommended for survey control.
 PZ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0520.See file dsdata.txt to determine how the superseded data were derived.
 PZ0520
 PZ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ645702(NAD 83)
 PZ0520_MARKER: DB = BENCH MARK DISK
 PZ0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0520_STAMPING: 4422.875 A 17 1933
 PZ0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0520+STABILITY: SURFACE MOTION
 PZ0520
 PZ0520  HISTORY     - Date     Condition        Report By
 PZ0520  HISTORY     - 1933     MONUMENTED       CGS
 PZ0520
 PZ0520                          STATION DESCRIPTION
 PZ0520
 PZ0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PZ0520'24.6 MI S FROM SALMON.
 PZ0520'24.6 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 PZ0520'HIGHWAY 28 AT SALMON, LEMHI COUNTY, 2.3 MILES SOUTH OF THE EDISON
 PZ0520'RANCH, ACROSS THE RIVER SOUTHEAST OF A BARNYARD AND ORCHARD, SOUTH OF
 PZ0520'A PROMINENT BUTTE ON THE WEST SIDE OF THE RIVER, 175 FEET NORTHWEST OF
 PZ0520'THE BASE OF A TALUS SLOPE, 150 FEET SOUTHEAST OF THE EDGE OF THE
 PZ0520'RIVER, AND 40 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A
 PZ0520'STANDARD DISK, STAMPED 4422.875 A 17 1933 AND SET IN THE TOP OF A
 PZ0520'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0571 ***********************************************************************
 OZ0571  DESIGNATION -  A 170
 OZ0571  PID         -  OZ0571
 OZ0571  STATE/COUNTY-  ID/ELMORE
 OZ0571  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0571
 OZ0571                         *CURRENT SURVEY CONTROL
 OZ0571  ___________________________________________________________________
 OZ0571* NAD 83(1986)-  43 08 45.     (N)    115 39 34.     (W)     SCALED    
 OZ0571* NAVD 88     -      1002.246  (meters)    3288.20   (feet)  ADJUSTED  
 OZ0571  ___________________________________________________________________
 OZ0571  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 OZ0571  DYNAMIC HT  -        1001.796 (meters)    3286.73  (feet)  COMP
 OZ0571  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 OZ0571
 OZ0571  VERT ORDER  -  SECOND    CLASS 0
 OZ0571
 OZ0571.The horizontal coordinates were scaled from a topographic map and have
 OZ0571.an estimated accuracy of +/- 6 seconds.
 OZ0571
 OZ0571.The orthometric height was determined by differential leveling
 OZ0571.and adjusted by the National Geodetic Survey in June 1991..
 OZ0571
 OZ0571.The geoid height was determined by GEOID03.
 OZ0571
 OZ0571.The dynamic height is computed by dividing the NAVD 88
 OZ0571.geopotential number by the normal gravity value computed on the
 OZ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0571.degrees latitude (g = 980.6199 gals.).
 OZ0571
 OZ0571.The modeled gravity was interpolated from observed gravity values.
 OZ0571
 OZ0571;                    North         East    Units  Estimated Accuracy
 OZ0571;SPC ID W     -   164,300.      807,370.      MT  (+/- 180 meters Scaled)
 OZ0571
 OZ0571                          SUPERSEDED SURVEY CONTROL
 OZ0571
 OZ0571  NGVD 29 (??/??/92) 1001.361  (m)         3285.30   (f) ADJ UNCH    2 0
 OZ0571
 OZ0571.Superseded values are not recommended for survey control.
 OZ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0571.See file dsdata.txt to determine how the superseded data were derived.
 OZ0571
 OZ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH090778(NAD 83)
 OZ0571_MARKER: DB = BENCH MARK DISK
 OZ0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0571_STAMPING: A 170 1935
 OZ0571_MARK LOGO: CGS   
 OZ0571_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0571+STABILITY: SURFACE MOTION
 OZ0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0571+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 OZ0571
 OZ0571  HISTORY     - Date     Condition        Report By
 OZ0571  HISTORY     - 1935     MONUMENTED       CGS
 OZ0571  HISTORY     - 1959     GOOD             NGS
 OZ0571  HISTORY     - 1983     GOOD             NGS
 OZ0571  HISTORY     - 19830615 GOOD             NGS
 OZ0571  HISTORY     - 20051025 GOOD             JCLS
 OZ0571
 OZ0571                          STATION DESCRIPTION
 OZ0571
 OZ0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0571'2.25 MI NE FROM MOUNTAIN HOME.
 OZ0571'0.05 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 OZ0571'MOUNTAIN HOME TO HIGHWAY 68, THENCE 2.2 MILES NORTHEAST ALONG THE
 OZ0571'HIGHWAY 185.0 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.8
 OZ0571'FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE
 OZ0571'POST PROJECTING 5 INCHES.
 OZ0571
 OZ0571                          STATION RECOVERY (1983)
 OZ0571
 OZ0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0571'0.4 KM (0.25 MI) NORTHWEST ALONG STATE HWY 30 FROM THE UNION PACIFIC
 OZ0571'RAILROAD OVERPASS AT MOUNTAIN HOME, THENCE 3.75 KM (2.35 MI) EAST
 OZ0571'ALONG STATE HWY 5, THENCE 0.85 KM (0.55 MI) NORTHEAST ALONG U.S. HWY
 OZ0571'20, 0.85 KM (0.55 MI) NORTHEAST OF THE I-80 OVERPASS, 0.2 KM (0.12
 OZ0571'MI) SOUTHWEST OF M.P. 96. 56.4 MI (185.0 FT) SOUTHEAST CENTERLINE
 OZ0571'HWY. 89.9 MI (295.0 FT) NORTH OF A PAVED ROAD LEADING EAST.
 OZ0571
 OZ0571                          STATION RECOVERY (1983)
 OZ0571
 OZ0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OZ0571'THE STATION IS LOCATED ABOUT 2.2 MILES (3.5 KM) NE OF MOUNTAIN HOME.
 OZ0571'TO REACH THE MARK FROM THE JUNCTION OF HWY 30 AND HWY 51 IN MOUNTAIN
 OZ0571'HOME GO NE ON HWY 51 FOR 1.8 MILE (2.9 KM) (HWY 51 GOES UNDER I 84 AT
 OZ0571'THIS POINT.) CONTINUE N ON HWY FOR 0.4 MILE (0.6 KM) TO THE MARK ON
 OZ0571'THE RIGHT.  THE STATION IS A STANDARD B M DISK STAMPED---A 170
 OZ0571'1935---.  IT IS SET INTO THE IOP OF A 25 CENTIMETER CONCRETE MONUMENT
 OZ0571'PROJECTING 15 CM.  IT IS 90 METERS (295.3 FT) N FROM THE INTERSECTION
 OZ0571'OF HWY 51 AND HOT CREEK ROAD, 55 METERS (180.4 FT) ESE FROM THE
 OZ0571'CENTERLINE OF HWY 51 AND 1.15 METERS (3.77 FT) S FROM A METAL WITNESS
 OZ0571
 OZ0571                          STATION RECOVERY (2005)
 OZ0571
 OZ0571'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 OZ0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0538 ***********************************************************************
 NV0538  DESIGNATION -  A 171
 NV0538  PID         -  NV0538
 NV0538  STATE/COUNTY-  ID/OWYHEE
 NV0538  USGS QUAD   -  BLACK BUTTE EAST (1980)
 NV0538
 NV0538                         *CURRENT SURVEY CONTROL
 NV0538  ___________________________________________________________________
 NV0538* NAD 83(1986)-  42 41 44.     (N)    115 15 45.     (W)     SCALED    
 NV0538* NAVD 88     -       980.002  (meters)    3215.22   (feet)  ADJUSTED  
 NV0538  ___________________________________________________________________
 NV0538  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 NV0538  DYNAMIC HT  -         979.507 (meters)    3213.60  (feet)  COMP
 NV0538  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 NV0538
 NV0538  VERT ORDER  -  SECOND    CLASS 0
 NV0538
 NV0538.The horizontal coordinates were scaled from a topographic map and have
 NV0538.an estimated accuracy of +/- 6 seconds.
 NV0538
 NV0538.The orthometric height was determined by differential leveling
 NV0538.and adjusted by the National Geodetic Survey in June 1991..
 NV0538
 NV0538.The geoid height was determined by GEOID03.
 NV0538
 NV0538.The dynamic height is computed by dividing the NAVD 88
 NV0538.geopotential number by the normal gravity value computed on the
 NV0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0538.degrees latitude (g = 980.6199 gals.).
 NV0538
 NV0538.The modeled gravity was interpolated from observed gravity values.
 NV0538
 NV0538;                    North         East    Units  Estimated Accuracy
 NV0538;SPC ID W     -   114,390.      839,940.      MT  (+/- 180 meters Scaled)
 NV0538
 NV0538                          SUPERSEDED SURVEY CONTROL
 NV0538
 NV0538  NGVD 29 (??/??/92)  979.106  (m)         3212.28   (f) ADJ UNCH    2 0
 NV0538
 NV0538.Superseded values are not recommended for survey control.
 NV0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0538.See file dsdata.txt to determine how the superseded data were derived.
 NV0538
 NV0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH423284(NAD 83)
 NV0538_MARKER: DB = BENCH MARK DISK
 NV0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0538_STAMPING: A 171 1935
 NV0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0538+STABILITY: SURFACE MOTION
 NV0538
 NV0538  HISTORY     - Date     Condition        Report By
 NV0538  HISTORY     - 1935     MONUMENTED       CGS
 NV0538  HISTORY     - 1975     GOOD             USGS
 NV0538
 NV0538                          STATION DESCRIPTION
 NV0538
 NV0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0538'33.3 MI E FROM HOT SPRING.
 NV0538'ABOUT 33.3 MILES EAST ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING
 NV0538'BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 33.9 MILES WEST OF
 NV0538'CASTLEFORD, ABOUT 25.0 MILES SOUTHEAST OF GLENNS FERRY, ABOUT 5.1
 NV0538'MILES WEST OF THE NOTCH IN NOTCH BUTTE, ABOUT 2.9 MILES SOUTH OF CROWS
 NV0538'NEST BUTTE, ON THE WEST SIDE OF A NARROW VALLEY RUNNING SOUTHEAST FROM
 NV0538'SAILOR CREEK, ABOUT 140 FEET WEST OF THE JUNCTION OF TWO GULLEYS, 45
 NV0538'FEET WEST OF THE CROSSING OF A GULLEY, AND 30 FEET SOUTHWEST OF THE
 NV0538'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED A 171 1935 AND SET
 NV0538'IN THE TOP OF A CONCRETE POST.
 NV0538
 NV0538                          STATION RECOVERY (1975)
 NV0538
 NV0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0538'TO REACH FROM INDIAN COVE BRIDGE, 4.2 MI WEST OF HAMMETT, DRIVE WEST
 NV0538'ON STATE HWY. 78 FOR 1.6 MI TO T-RD., TURN LEFT AND FOLLOW RD. SOUTH
 NV0538'1.9 MI TO RD. FK. TAKE RIGHT FORK AND FOLLOW RD. SOUTH 0.9 MI TO RD.
 NV0538'FK. TAKE LEFT FORK AND FOLLOW MAIN RD. 13.6 MI TO RD. FKS. TAKE LEFT
 NV0538'FORK AND FOLLOW RD. 1.8 MI TO RD. FK. TAKE LEFT FORK 0.5 MI TO RD.
 NV0538'FK. TAKE LEFT FORK 1.9 MI TO RD. FK. 0.1 MI PAST MAIN RD. X-ING. TAKE
 NV0538'RIGHT FORK 3.6 MI TO RD. FK., TAKE LEFT FORK 1.4 MI TO RD. FK., TURN
 NV0538'RIGHT AND FOLLOW RD. EAST, THEN ALONG RD. SOUTH OF SAILOR CREEK 5.2
 NV0538'MI TO RD. FK., TURN RIGHT AND FOLLOW RD. SE UP SIDE DRAIN, 2.4 MI TO
 NV0538'BENCH MARK. 0.7 MI SE OF X-RDS., 145 FT SW OF DRAIN F ORK, 185 FT NE
 NV0538'OF RD. AT DRAIN X-ING, 48 FT WEST OF DRAIN, 5 FT SE OF CENTERLINE OF
 NV0538'RD. SET IN TOP OF CONCRETE POST. STANDARD DISK STAMPED A 171 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0588 ***********************************************************************
 RZ0588  DESIGNATION -  A 172
 RZ0588  PID         -  RZ0588
 RZ0588  STATE/COUNTY-  ID/LATAH
 RZ0588  USGS QUAD   -  POTLATCH (1994)
 RZ0588
 RZ0588                         *CURRENT SURVEY CONTROL
 RZ0588  ___________________________________________________________________
 RZ0588* NAD 83(1986)-  46 55 45.     (N)    116 55 21.     (W)     SCALED    
 RZ0588* NAVD 88     -       757.302  (meters)    2484.58   (feet)  ADJUSTED  
 RZ0588  ___________________________________________________________________
 RZ0588  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 RZ0588  DYNAMIC HT  -         757.253 (meters)    2484.42  (feet)  COMP
 RZ0588  MODELED GRAV-     980,524.5   (mgal)                       NAVD 88
 RZ0588
 RZ0588  VERT ORDER  -  SECOND    CLASS 0
 RZ0588
 RZ0588.The horizontal coordinates were scaled from a topographic map and have
 RZ0588.an estimated accuracy of +/- 6 seconds.
 RZ0588
 RZ0588.The orthometric height was determined by differential leveling
 RZ0588.and adjusted by the National Geodetic Survey in June 1991..
 RZ0588
 RZ0588.The geoid height was determined by GEOID03.
 RZ0588
 RZ0588.The dynamic height is computed by dividing the NAVD 88
 RZ0588.geopotential number by the normal gravity value computed on the
 RZ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0588.degrees latitude (g = 980.6199 gals.).
 RZ0588
 RZ0588.The modeled gravity was interpolated from observed gravity values.
 RZ0588
 RZ0588;                    North         East    Units  Estimated Accuracy
 RZ0588;SPC ID W     -   585,390.      710,710.      MT  (+/- 180 meters Scaled)
 RZ0588
 RZ0588                          SUPERSEDED SURVEY CONTROL
 RZ0588
 RZ0588  NGVD 29 (??/??/92)  756.188  (m)         2480.93   (f) ADJ UNCH    2 0
 RZ0588
 RZ0588.Superseded values are not recommended for survey control.
 RZ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0588.See file dsdata.txt to determine how the superseded data were derived.
 RZ0588
 RZ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM059972(NAD 83)
 RZ0588_MARKER: DB = BENCH MARK DISK
 RZ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0588_STAMPING: A 172 1935
 RZ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0588+STABILITY: SURFACE MOTION
 RZ0588
 RZ0588  HISTORY     - Date     Condition        Report By
 RZ0588  HISTORY     - 1935     MONUMENTED       CGS
 RZ0588
 RZ0588                          STATION DESCRIPTION
 RZ0588
 RZ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0588'1.3 MI W FROM POTLATCH.
 RZ0588'1.3 MILES WEST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM
 RZ0588'THE STATION AT POTLATCH, 100 YARDS SOUTH OF THE CENTERLINE OF U.S.
 RZ0588'HIGHWAY 95, AT A COUNTY-ROAD CROSSING, 50 FEET SOUTH OF THE CENTERLINE
 RZ0588'OF THE TRACK, 44 FEET WEST OF THE CENTERLINE OF THE ROAD, 66 FEET
 RZ0588'SOUTH OF A TELEPHONE POLE, 18.8 FEET WEST OF THE SOUTHEAST CORNER OF A
 RZ0588'FIELD, AND 0.8 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  SET IN THE TOP
 RZ0588'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1217 ***********************************************************************
 NU1217  DESIGNATION -  A 176
 NU1217  PID         -  NU1217
 NU1217  STATE/COUNTY-  ID/CASSIA
 NU1217  USGS QUAD   -  RUPERT SE (1978)
 NU1217
 NU1217                         *CURRENT SURVEY CONTROL
 NU1217  ___________________________________________________________________
 NU1217* NAD 83(1986)-  42 31 14.     (N)    113 37 28.     (W)     SCALED    
 NU1217* NAVD 88     -      1282.023  (meters)    4206.10   (feet)  ADJUSTED  
 NU1217  ___________________________________________________________________
 NU1217  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 NU1217  DYNAMIC HT  -        1281.279 (meters)    4203.66  (feet)  COMP
 NU1217  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 NU1217
 NU1217  VERT ORDER  -  SECOND    CLASS 0
 NU1217
 NU1217.The horizontal coordinates were scaled from a topographic map and have
 NU1217.an estimated accuracy of +/- 6 seconds.
 NU1217
 NU1217.The orthometric height was determined by differential leveling
 NU1217.and adjusted by the National Geodetic Survey in June 1991..
 NU1217
 NU1217.The geoid height was determined by GEOID03.
 NU1217
 NU1217.The dynamic height is computed by dividing the NAVD 88
 NU1217.geopotential number by the normal gravity value computed on the
 NU1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1217.degrees latitude (g = 980.6199 gals.).
 NU1217
 NU1217.The modeled gravity was interpolated from observed gravity values.
 NU1217
 NU1217;                    North         East    Units  Estimated Accuracy
 NU1217;SPC ID C     -    94,910.      530,860.      MT  (+/- 180 meters Scaled)
 NU1217
 NU1217                          SUPERSEDED SURVEY CONTROL
 NU1217
 NU1217  NGVD 29 (??/??/92) 1281.047  (m)         4202.90   (f) ADJ UNCH    2 0
 NU1217
 NU1217.Superseded values are not recommended for survey control.
 NU1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1217.See file dsdata.txt to determine how the superseded data were derived.
 NU1217
 NU1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN844109(NAD 83)
 NU1217_MARKER: DD = SURVEY DISK
 NU1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1217_STAMPING: USBM A 176 432+30.1
 NU1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1217+STABILITY: SURFACE MOTION
 NU1217
 NU1217  HISTORY     - Date     Condition        Report By
 NU1217  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1217  HISTORY     - 1935     GOOD             NGS
 NU1217
 NU1217                          STATION DESCRIPTION
 NU1217
 NU1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1217'9.6 MI E FROM BURLEY.
 NU1217'9.6 MILES EAST ALONG U. S. HIGHWAY 30 S FROM THE CITY HALL AT BURLEY,
 NU1217'CASSIA COUNTY, 55 FEET NORTHEAST OF THE NORTH SIDE OF THE EAST END OF
 NU1217'A BRIDGE, AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  AN
 NU1217'IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED USBM A 176
 NU1217'432+30.1 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1239 ***********************************************************************
 NU1239  DESIGNATION -  A 177
 NU1239  PID         -  NU1239
 NU1239  STATE/COUNTY-  ID/CASSIA
 NU1239  USGS QUAD   -  RUPERT SE (1978)
 NU1239
 NU1239                         *CURRENT SURVEY CONTROL
 NU1239  ___________________________________________________________________
 NU1239* NAD 83(1986)-  42 31 52.     (N)    113 33 58.     (W)     SCALED    
 NU1239* NAVD 88     -      1311.568  (meters)    4303.04   (feet)  ADJUSTED  
 NU1239  ___________________________________________________________________
 NU1239  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU1239  DYNAMIC HT  -        1310.819 (meters)    4300.58  (feet)  COMP
 NU1239  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 NU1239
 NU1239  VERT ORDER  -  SECOND    CLASS 0
 NU1239
 NU1239.The horizontal coordinates were scaled from a topographic map and have
 NU1239.an estimated accuracy of +/- 6 seconds.
 NU1239
 NU1239.The orthometric height was determined by differential leveling
 NU1239.and adjusted by the National Geodetic Survey in June 1991..
 NU1239
 NU1239.The geoid height was determined by GEOID03.
 NU1239
 NU1239.The dynamic height is computed by dividing the NAVD 88
 NU1239.geopotential number by the normal gravity value computed on the
 NU1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1239.degrees latitude (g = 980.6199 gals.).
 NU1239
 NU1239.The modeled gravity was interpolated from observed gravity values.
 NU1239
 NU1239;                    North         East    Units  Estimated Accuracy
 NU1239;SPC ID C     -    96,110.      535,650.      MT  (+/- 180 meters Scaled)
 NU1239
 NU1239                          SUPERSEDED SURVEY CONTROL
 NU1239
 NU1239  NGVD 29 (??/??/92) 1310.60   (m)         4299.9    (f) COMPUTED    2 0
 NU1239
 NU1239.Superseded values are not recommended for survey control.
 NU1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1239.See file dsdata.txt to determine how the superseded data were derived.
 NU1239
 NU1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN892119(NAD 83)
 NU1239_MARKER: DD = SURVEY DISK
 NU1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1239_STAMPING: R.P.P.C. 596+49.6 OFF. 49.95 USBM A 177
 NU1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1239+STABILITY: SURFACE MOTION
 NU1239
 NU1239  HISTORY     - Date     Condition        Report By
 NU1239  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1239  HISTORY     - 1958     GOOD             NGS
 NU1239
 NU1239                          STATION DESCRIPTION
 NU1239
 NU1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU1239'3.25 MI E FROM DECLO.
 NU1239'3.25 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF STATE
 NU1239'HIGHWAY 77 AT DECLO, 0.35 MILE SOUTHEAST OF MILEPOST 250, 0.1 MILE
 NU1239'WEST OF A CURVE AND THE SUMMIT OF A SMALL HILL, 49 FEET SOUTHEAST OF
 NU1239'THE CENTERLINE OF THE HIGHWAY, 0.7 FOOT NORTHWEST OF A FENCE, ABOUT
 NU1239'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NU1239'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0937 ***********************************************************************
 NU0937  DESIGNATION -  A 178
 NU0937  PID         -  NU0937
 NU0937  STATE/COUNTY-  ID/CASSIA
 NU0937  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0937
 NU0937                         *CURRENT SURVEY CONTROL
 NU0937  ___________________________________________________________________
 NU0937* NAD 83(1986)-  42 31 51.     (N)    113 27 58.     (W)     SCALED    
 NU0937* NAVD 88     -      1363.441  (meters)    4473.22   (feet)  ADJUSTED  
 NU0937  ___________________________________________________________________
 NU0937  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU0937  DYNAMIC HT  -        1362.620 (meters)    4470.53  (feet)  COMP
 NU0937  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 NU0937
 NU0937  VERT ORDER  -  SECOND    CLASS 0
 NU0937
 NU0937.The horizontal coordinates were scaled from a topographic map and have
 NU0937.an estimated accuracy of +/- 6 seconds.
 NU0937
 NU0937.The orthometric height was determined by differential leveling
 NU0937.and adjusted by the National Geodetic Survey in June 1991..
 NU0937
 NU0937.The geoid height was determined by GEOID03.
 NU0937
 NU0937.The dynamic height is computed by dividing the NAVD 88
 NU0937.geopotential number by the normal gravity value computed on the
 NU0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0937.degrees latitude (g = 980.6199 gals.).
 NU0937
 NU0937.The modeled gravity was interpolated from observed gravity values.
 NU0937
 NU0937;                    North         East    Units  Estimated Accuracy
 NU0937;SPC ID C     -    96,120.      543,860.      MT  (+/- 180 meters Scaled)
 NU0937
 NU0937                          SUPERSEDED SURVEY CONTROL
 NU0937
 NU0937  NGVD 29 (??/??/92) 1362.45   (m)         4470.0    (f) COMPUTED    2 0
 NU0937
 NU0937.Superseded values are not recommended for survey control.
 NU0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0937.See file dsdata.txt to determine how the superseded data were derived.
 NU0937
 NU0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN974116(NAD 83)
 NU0937_MARKER: DD = SURVEY DISK
 NU0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0937_STAMPING: USBM S 178
 NU0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0937+STABILITY: SURFACE MOTION
 NU0937
 NU0937  HISTORY     - Date     Condition        Report By
 NU0937  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0937  HISTORY     - 1935     GOOD             NGS
 NU0937
 NU0937                          STATION DESCRIPTION
 NU0937
 NU0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU0937'1.8 MI W FROM COTTEREL.
 NU0937'1.8 MILES WEST OF AND ALONG US HWY NO. 30S.  0.3 MILE EAST OF JUNCTION
 NU0937'OF ROAD GOING SE.  50 FEET NORTH OF CENTER OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0591 ***********************************************************************
 NU0591  DESIGNATION -  A 179
 NU0591  PID         -  NU0591
 NU0591  STATE/COUNTY-  ID/POWER
 NU0591  USGS QUAD   -  PAULINE (1971)
 NU0591
 NU0591                         *CURRENT SURVEY CONTROL
 NU0591  ___________________________________________________________________
 NU0591* NAD 83(1986)-  42 34 20.     (N)    112 33 51.     (W)     SCALED    
 NU0591* NAVD 88     -      1524.857  (meters)    5002.80   (feet)  ADJUSTED  
 NU0591  ___________________________________________________________________
 NU0591  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NU0591  DYNAMIC HT  -        1523.885 (meters)    4999.61  (feet)  COMP
 NU0591  MODELED GRAV-     979,930.2   (mgal)                       NAVD 88
 NU0591
 NU0591  VERT ORDER  -  SECOND    CLASS 0
 NU0591
 NU0591.The horizontal coordinates were scaled from a topographic map and have
 NU0591.an estimated accuracy of +/- 6 seconds.
 NU0591
 NU0591.The orthometric height was determined by differential leveling
 NU0591.and adjusted by the National Geodetic Survey in June 1991..
 NU0591
 NU0591.The geoid height was determined by GEOID03.
 NU0591
 NU0591.The dynamic height is computed by dividing the NAVD 88
 NU0591.geopotential number by the normal gravity value computed on the
 NU0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0591.degrees latitude (g = 980.6199 gals.).
 NU0591
 NU0591.The modeled gravity was interpolated from observed gravity values.
 NU0591
 NU0591;                    North         East    Units  Estimated Accuracy
 NU0591;SPC ID E     -   100,660.      167,370.      MT  (+/- 180 meters Scaled)
 NU0591
 NU0591                          SUPERSEDED SURVEY CONTROL
 NU0591
 NU0591  NGVD 29 (??/??/92) 1523.753  (m)         4999.18   (f) ADJ UNCH    2 0
 NU0591
 NU0591.Superseded values are not recommended for survey control.
 NU0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0591.See file dsdata.txt to determine how the superseded data were derived.
 NU0591
 NU0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN716144(NAD 83)
 NU0591_MARKER: DB = BENCH MARK DISK
 NU0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0591_STAMPING: A 179 1935
 NU0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0591+STABILITY: SURFACE MOTION
 NU0591
 NU0591  HISTORY     - Date     Condition        Report By
 NU0591  HISTORY     - 1935     MONUMENTED       CGS
 NU0591  HISTORY     - 1938     GOOD             NGS
 NU0591
 NU0591                          STATION DESCRIPTION
 NU0591
 NU0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0591'0.9 MI N FROM PAULINE.
 NU0591'0.9 MILE NORTH ALONG THE SCHILLER ROAD FROM PAULINE, POWER COUNTY
 NU0591'OPPOSITE A GRAVEL PIT, 90 FEET SOUTH OF A ROAD LEADING WEST OT A
 NU0591'FARMHOUSE, 58 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IN AN
 NU0591'EAST-AND-WEST FENCE LINE.  A STANDARD DISK, STAMPED A 179 1935 AND SET
 NU0591'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0320 ***********************************************************************
 NU0320  DESIGNATION -  A 181
 NU0320  PID         -  NU0320
 NU0320  STATE/COUNTY-  ID/ONEIDA
 NU0320  USGS QUAD   -  DANIELS (1968)
 NU0320
 NU0320                         *CURRENT SURVEY CONTROL
 NU0320  ___________________________________________________________________
 NU0320* NAD 83(1986)-  42 18 54.     (N)    112 25 46.     (W)     SCALED    
 NU0320* NAVD 88     -      1528.270  (meters)    5014.00   (feet)  ADJUSTED  
 NU0320  ___________________________________________________________________
 NU0320  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 NU0320  DYNAMIC HT  -        1527.260 (meters)    5010.69  (feet)  COMP
 NU0320  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 NU0320
 NU0320  VERT ORDER  -  SECOND    CLASS 0
 NU0320
 NU0320.The horizontal coordinates were scaled from a topographic map and have
 NU0320.an estimated accuracy of +/- 6 seconds.
 NU0320
 NU0320.The orthometric height was determined by differential leveling
 NU0320.and adjusted by the National Geodetic Survey in June 1991..
 NU0320
 NU0320.The geoid height was determined by GEOID03.
 NU0320
 NU0320.The dynamic height is computed by dividing the NAVD 88
 NU0320.geopotential number by the normal gravity value computed on the
 NU0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0320.degrees latitude (g = 980.6199 gals.).
 NU0320
 NU0320.The modeled gravity was interpolated from observed gravity values.
 NU0320
 NU0320;                    North         East    Units  Estimated Accuracy
 NU0320;SPC ID E     -    72,040.      178,340.      MT  (+/- 180 meters Scaled)
 NU0320
 NU0320                          SUPERSEDED SURVEY CONTROL
 NU0320
 NU0320  NGVD 29 (??/??/92) 1527.165  (m)         5010.37   (f) ADJ UNCH    2 0
 NU0320
 NU0320.Superseded values are not recommended for survey control.
 NU0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0320.See file dsdata.txt to determine how the superseded data were derived.
 NU0320
 NU0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM822857(NAD 83)
 NU0320_MARKER: DB = BENCH MARK DISK
 NU0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0320_STAMPING: A 181 1935
 NU0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0320+STABILITY: SURFACE MOTION
 NU0320
 NU0320  HISTORY     - Date     Condition        Report By
 NU0320  HISTORY     - 1935     MONUMENTED       CGS
 NU0320  HISTORY     - 1967     MARK NOT FOUND   USGS
 NU0320
 NU0320                          STATION DESCRIPTION
 NU0320
 NU0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU0320'15.1 MI NW FROM MALAD CITY.
 NU0320'ABOUT 15.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM MALAD CITY, ONEIDA
 NU0320'COUNTY, ABOUT 1.1 MILES NORTHWEST OF ELK HORN DAM, ABOUT 0.1 MILE EAST
 NU0320'OF DESERTED FARMHOUSE, AT THE NORTH WYE OF THE JUNCTION OF A FARM
 NU0320'ROAD, 15 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 66 FEET WEST
 NU0320'OF THE CENTER LINE OF THE MAIN ROAD, AND AT A FENCE CORNER. A STANDARD
 NU0320'DISK, STAMPED A 181 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 NU0320'AREA FAILED TO REVEAL ANY PART OF THE BM ORIGINAL ROAD HAS BEEN
 NU0320'ABANDON, AREA IS UNDER CULTIVATION NOW.
 NU0320
 NU0320                          STATION RECOVERY (1967)
 NU0320
 NU0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1107 ***********************************************************************
 NU1107  DESIGNATION -  A 183
 NU1107  PID         -  NU1107
 NU1107  STATE/COUNTY-  ID/CASSIA
 NU1107  USGS QUAD   -  CONNOR RIDGE (1976)
 NU1107
 NU1107                         *CURRENT SURVEY CONTROL
 NU1107  ___________________________________________________________________
 NU1107* NAD 83(1986)-  42 15 24.     (N)    113 36 07.     (W)     SCALED    
 NU1107* NAVD 88     -      1661.055  (meters)    5449.64   (feet)  ADJUSTED  
 NU1107  ___________________________________________________________________
 NU1107  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NU1107  DYNAMIC HT  -        1659.922 (meters)    5445.93  (feet)  COMP
 NU1107  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 NU1107
 NU1107  VERT ORDER  -  SECOND    CLASS 0
 NU1107
 NU1107.The horizontal coordinates were scaled from a topographic map and have
 NU1107.an estimated accuracy of +/- 6 seconds.
 NU1107
 NU1107.The orthometric height was determined by differential leveling
 NU1107.and adjusted by the National Geodetic Survey in June 1991..
 NU1107
 NU1107.The geoid height was determined by GEOID03.
 NU1107
 NU1107.The dynamic height is computed by dividing the NAVD 88
 NU1107.geopotential number by the normal gravity value computed on the
 NU1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1107.degrees latitude (g = 980.6199 gals.).
 NU1107
 NU1107.The modeled gravity was interpolated from observed gravity values.
 NU1107
 NU1107;                    North         East    Units  Estimated Accuracy
 NU1107;SPC ID C     -    65,610.      532,850.      MT  (+/- 180 meters Scaled)
 NU1107
 NU1107                          SUPERSEDED SURVEY CONTROL
 NU1107
 NU1107  NGVD 29 (??/??/92) 1659.959  (m)         5446.05   (f) ADJ UNCH    2 0
 NU1107
 NU1107.Superseded values are not recommended for survey control.
 NU1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1107.See file dsdata.txt to determine how the superseded data were derived.
 NU1107
 NU1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM853815(NAD 83)
 NU1107_MARKER: DB = BENCH MARK DISK
 NU1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1107_STAMPING: A 183 1935
 NU1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1107+STABILITY: SURFACE MOTION
 NU1107
 NU1107  HISTORY     - Date     Condition        Report By
 NU1107  HISTORY     - 1935     MONUMENTED       CGS
 NU1107
 NU1107                          STATION DESCRIPTION
 NU1107
 NU1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU1107'14.3 MI W FROM MALTA.
 NU1107'14.3 MILES WEST ALONG THE OAKLEY ROAD FROM MALTA, 0.1 MILES NORTHEAST
 NU1107'OF A LOG CABIN AND CORRAL, 37 FEET SOUTH OF THE CENTER LINE OF THE
 NU1107'ROAD, AND 8 FEET WEST OF A WIRE GATE.  SET IN THE TOP OF A CONCRETE
 NU1107'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1010 ***********************************************************************
 NU1010  DESIGNATION -  A 186
 NU1010  PID         -  NU1010
 NU1010  STATE/COUNTY-  ID/CASSIA
 NU1010  USGS QUAD   -  SUBLETT (1985)
 NU1010
 NU1010                         *CURRENT SURVEY CONTROL
 NU1010  ___________________________________________________________________
 NU1010* NAD 83(1986)-  42 20 31.     (N)    113 10 01.     (W)     SCALED    
 NU1010* NAVD 88     -      1497.225  (meters)    4912.15   (feet)  ADJUSTED  
 NU1010  ___________________________________________________________________
 NU1010  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 NU1010  DYNAMIC HT  -        1496.254 (meters)    4908.96  (feet)  COMP
 NU1010  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 NU1010
 NU1010  VERT ORDER  -  SECOND    CLASS 0
 NU1010
 NU1010.The horizontal coordinates were scaled from a topographic map and have
 NU1010.an estimated accuracy of +/- 6 seconds.
 NU1010
 NU1010.The orthometric height was determined by differential leveling
 NU1010.and adjusted by the National Geodetic Survey in June 1991..
 NU1010
 NU1010.The geoid height was determined by GEOID03.
 NU1010
 NU1010.The dynamic height is computed by dividing the NAVD 88
 NU1010.geopotential number by the normal gravity value computed on the
 NU1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1010.degrees latitude (g = 980.6199 gals.).
 NU1010
 NU1010.The modeled gravity was interpolated from observed gravity values.
 NU1010
 NU1010;                    North         East    Units  Estimated Accuracy
 NU1010;SPC ID C     -    75,340.      568,650.      MT  (+/- 180 meters Scaled)
 NU1010
 NU1010                          SUPERSEDED SURVEY CONTROL
 NU1010
 NU1010  NGVD 29 (??/??/92) 1496.160  (m)         4908.65   (f) ADJ UNCH    2 0
 NU1010
 NU1010.Superseded values are not recommended for survey control.
 NU1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1010.See file dsdata.txt to determine how the superseded data were derived.
 NU1010
 NU1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM214900(NAD 83)
 NU1010_MARKER: DB = BENCH MARK DISK
 NU1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1010_STAMPING: A 186 1935
 NU1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1010+STABILITY: SURFACE MOTION
 NU1010
 NU1010  HISTORY     - Date     Condition        Report By
 NU1010  HISTORY     - 1935     MONUMENTED       CGS
 NU1010  HISTORY     - 1957     MARK NOT FOUND   USGS
 NU1010
 NU1010                          STATION DESCRIPTION
 NU1010
 NU1010'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU1010'2.7 MI N FROM SUBLETT.
 NU1010'2.7 MILES NORTH ALONG THE HEGLAR ROAD FROM THE POST OFFICE AT SUBLETT,
 NU1010'CASSIA COUNTY, AT THE INTERSECTION OF A TRAIL, 36 FEET NORTH OF THE
 NU1010'CENTERLINE OF THE TRAIL, 28 FEET EAST OF THE CENTERLINE OF THE ROAD,
 NU1010'NEAR A GROUP OF FARM BUILDINGS, 13 FEET NORTH OF A FENCE CORNER, AND
 NU1010'IN A FENCE LINE.  A STANDARD DISK, STAMPED A 186 1935 AND SET IN THE
 NU1010'TOP OF A CONCRETE POST.  NOTE-- THE BENCH MARK NOW LIES IN THE CORNER
 NU1010'OF A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0193 ***********************************************************************
 SV0193  DESIGNATION -  A 187
 SV0193  PID         -  SV0193
 SV0193  STATE/COUNTY-  ID/SHOSHONE
 SV0193  USGS QUAD   -  KELLOGG EAST (1996)
 SV0193
 SV0193                         *CURRENT SURVEY CONTROL
 SV0193  ___________________________________________________________________
 SV0193* NAD 83(1986)-  47 30 31.     (N)    116 00 58.     (W)     SCALED    
 SV0193* NAVD 88     -       755.825  (meters)    2479.74   (feet)  ADJUSTED  
 SV0193  ___________________________________________________________________
 SV0193  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 SV0193  DYNAMIC HT  -         755.809 (meters)    2479.68  (feet)  COMP
 SV0193  MODELED GRAV-     980,567.5   (mgal)                       NAVD 88
 SV0193
 SV0193  VERT ORDER  -  SECOND    CLASS 0
 SV0193
 SV0193.The horizontal coordinates were scaled from a topographic map and have
 SV0193.an estimated accuracy of +/- 6 seconds.
 SV0193
 SV0193.The orthometric height was determined by differential leveling
 SV0193.and adjusted by the National Geodetic Survey in June 1991..
 SV0193
 SV0193.The geoid height was determined by GEOID03.
 SV0193
 SV0193.The dynamic height is computed by dividing the NAVD 88
 SV0193.geopotential number by the normal gravity value computed on the
 SV0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0193.degrees latitude (g = 980.6199 gals.).
 SV0193
 SV0193.The modeled gravity was interpolated from observed gravity values.
 SV0193
 SV0193;                    North         East    Units  Estimated Accuracy
 SV0193;SPC ID W     -   649,170.      779,960.      MT  (+/- 180 meters Scaled)
 SV0193
 SV0193                          SUPERSEDED SURVEY CONTROL
 SV0193
 SV0193  NGVD 29 (??/??/92)  754.702  (m)         2476.05   (f) ADJ UNCH    2 0
 SV0193
 SV0193.Superseded values are not recommended for survey control.
 SV0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0193.See file dsdata.txt to determine how the superseded data were derived.
 SV0193
 SV0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN740621(NAD 83)
 SV0193_MARKER: DB = BENCH MARK DISK
 SV0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0193_SP_SET: CULVERT
 SV0193_STAMPING: A 187 1959
 SV0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0193
 SV0193  HISTORY     - Date     Condition        Report By
 SV0193  HISTORY     - 1959     MONUMENTED       CGS
 SV0193  HISTORY     - 1980     MARK NOT FOUND   USGS
 SV0193
 SV0193                          STATION DESCRIPTION
 SV0193
 SV0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SV0193'1.0 MI W FROM OSBURN.
 SV0193'ABOUT 1.0 MILE WEST ALONG THE OREGON WASHINGTON RAILROAD FROM THE
 SV0193'STATION AT OSBURN, 0.15 MILE WEST OF MILEPOST 75, ALONG AN ASPHALT
 SV0193'ROAD WHICH PARALELLS THE RAILROAD, AT A 36-INCH PIPE CULVERT UNDER THE
 SV0193'ROAD, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL, 86.1
 SV0193'FEET NORTH OF THE NORTH RAIL, 15 FEET SOUTH OF THE CENTER LINE OF THE
 SV0193'ROAD, 238 FEET EAST OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD
 SV0193'LEADING TO A LUMBER MILL, 37 FEET WEST OF A POWER POLE SUPPORTING A
 SV0193'STREET LIGHT, AND ABOUT 7 FEET LOWER THAN THE TRACK.
 SV0193
 SV0193                          STATION RECOVERY (1980)
 SV0193
 SV0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0428 ***********************************************************************
 QZ0428  DESIGNATION -  A 188
 QZ0428  PID         -  QZ0428
 QZ0428  STATE/COUNTY-  ID/VALLEY
 QZ0428  USGS QUAD   -  BOX LAKE (1969)
 QZ0428
 QZ0428                         *CURRENT SURVEY CONTROL
 QZ0428  ___________________________________________________________________
 QZ0428* NAD 83(1986)-  45 03 08.     (N)    115 53 08.     (W)     SCALED    
 QZ0428* NAVD 88     -      1713.280  (meters)    5620.99   (feet)  ADJUSTED  
 QZ0428  ___________________________________________________________________
 QZ0428  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 QZ0428  DYNAMIC HT  -        1712.426 (meters)    5618.18  (feet)  COMP
 QZ0428  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 QZ0428
 QZ0428  VERT ORDER  -  SECOND    CLASS 0
 QZ0428
 QZ0428.The horizontal coordinates were scaled from a topographic map and have
 QZ0428.an estimated accuracy of +/- 6 seconds.
 QZ0428
 QZ0428.The orthometric height was determined by differential leveling
 QZ0428.and adjusted by the National Geodetic Survey in June 1991..
 QZ0428
 QZ0428.The geoid height was determined by GEOID03.
 QZ0428
 QZ0428.The dynamic height is computed by dividing the NAVD 88
 QZ0428.geopotential number by the normal gravity value computed on the
 QZ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0428.degrees latitude (g = 980.6199 gals.).
 QZ0428
 QZ0428.The modeled gravity was interpolated from observed gravity values.
 QZ0428
 QZ0428;                    North         East    Units  Estimated Accuracy
 QZ0428;SPC ID W     -   376,120.      789,320.      MT  (+/- 180 meters Scaled)
 QZ0428
 QZ0428                          SUPERSEDED SURVEY CONTROL
 QZ0428
 QZ0428  NGVD 29 (??/??/92) 1712.021  (m)         5616.86   (f) ADJ UNCH    2 0
 QZ0428
 QZ0428.Superseded values are not recommended for survey control.
 QZ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0428.See file dsdata.txt to determine how the superseded data were derived.
 QZ0428
 QZ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK877893(NAD 83)
 QZ0428_MARKER: DB = BENCH MARK DISK
 QZ0428_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0428_SP_SET: GRANITE OUTCROP
 QZ0428_STAMPING: A 188 1959
 QZ0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0428+STABILITY: POSITION/ELEVATION WELL
 QZ0428
 QZ0428  HISTORY     - Date     Condition        Report By
 QZ0428  HISTORY     - 1959     MONUMENTED       CGS
 QZ0428  HISTORY     - 1983     GOOD             NGS
 QZ0428
 QZ0428                          STATION DESCRIPTION
 QZ0428
 QZ0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0428'16.35 MI NW FROM KRASSEL RANGER STATION.
 QZ0428'4.65 MILES NORTH ALONG SOUTH FORK ROAD FROM KRASSEL RANGER STATION,
 QZ0428'THENCE 11.7 MILES NORTHWEST AND WEST ALONG A GRAVEL ROAD, SET
 QZ0428'VERTICALLY IN THE EAST FACE OF A LARGE GRANITE OUTCROP WHICH PROJECTS
 QZ0428'ABOUT 6 FEET ABOVE THE GROUND, 15 1/2 FEET NORTHWEST OF THE CENTER
 QZ0428'LINE OF THE ROAD, 276 FEET NORTHEAST OF A POST SUPPORTING A TSUM CREEK
 QZ0428'SIGN, 3.1 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER
 QZ0428'THAN THE ROAD.
 QZ0428
 QZ0428                          STATION RECOVERY (1983)
 QZ0428
 QZ0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QZ0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0270 ***********************************************************************
 RA0270  DESIGNATION -  A 189
 RA0270  PID         -  RA0270
 RA0270  STATE/COUNTY-  ID/VALLEY
 RA0270  USGS QUAD   -  GRANITE LAKE (1963)
 RA0270
 RA0270                         *CURRENT SURVEY CONTROL
 RA0270  ___________________________________________________________________
 RA0270* NAD 83(1986)-  45 03 55.     (N)    116 03 08.     (W)     SCALED    
 RA0270* NAVD 88     -      1567.160  (meters)    5141.59   (feet)  ADJUSTED  
 RA0270  ___________________________________________________________________
 RA0270  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 RA0270  DYNAMIC HT  -        1566.496 (meters)    5139.41  (feet)  COMP
 RA0270  MODELED GRAV-     980,137.6   (mgal)                       NAVD 88
 RA0270
 RA0270  VERT ORDER  -  SECOND    CLASS 0
 RA0270
 RA0270.The horizontal coordinates were scaled from a topographic map and have
 RA0270.an estimated accuracy of +/- 6 seconds.
 RA0270
 RA0270.The orthometric height was determined by differential leveling
 RA0270.and adjusted by the National Geodetic Survey in June 1991..
 RA0270
 RA0270.The geoid height was determined by GEOID03.
 RA0270
 RA0270.The dynamic height is computed by dividing the NAVD 88
 RA0270.geopotential number by the normal gravity value computed on the
 RA0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0270.degrees latitude (g = 980.6199 gals.).
 RA0270
 RA0270.The modeled gravity was interpolated from observed gravity values.
 RA0270
 RA0270;                    North         East    Units  Estimated Accuracy
 RA0270;SPC ID W     -   377,610.      776,200.      MT  (+/- 180 meters Scaled)
 RA0270
 RA0270                          SUPERSEDED SURVEY CONTROL
 RA0270
 RA0270  NGVD 29 (??/??/92) 1565.976  (m)         5137.71   (f) ADJ UNCH    2 0
 RA0270
 RA0270.Superseded values are not recommended for survey control.
 RA0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0270.See file dsdata.txt to determine how the superseded data were derived.
 RA0270
 RA0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK746906(NAD 83)
 RA0270_MARKER: DB = BENCH MARK DISK
 RA0270_SETTING: 66 = SET IN ROCK OUTCROP
 RA0270_SP_SET: GRANITE OUTCROP
 RA0270_STAMPING: A 189 1959
 RA0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0270+STABILITY: POSITION/ELEVATION WELL
 RA0270
 RA0270  HISTORY     - Date     Condition        Report By
 RA0270  HISTORY     - 1959     MONUMENTED       CGS
 RA0270
 RA0270                          STATION DESCRIPTION
 RA0270
 RA0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0270'12.0 MI N FROM MCCALL.
 RA0270'12.0 MILES NORTH ALONG AN ASPHALT AND GRAVEL ROAD LEADING TO BURGDORF
 RA0270'FROM THE JUNCTION OF STATE HIGHWAY 15 AT MCCALL, AT THE Y JUNCTION OF
 RA0270'A DIRT ROAD NORTHEAST, 117 FEET WEST-NORTHWEST OF THE CENTER LINE OF
 RA0270'THE ROAD, IN TOP OF A 2-BY 4-FOOT EMBEDDED GRANITE OUTCROP WHICH
 RA0270'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 3.9 FEET WEST OF A WITNESS
 RA0270'POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0265 ***********************************************************************
 RA0265  DESIGNATION -  A 190
 RA0265  PID         -  RA0265
 RA0265  STATE/COUNTY-  ID/IDAHO
 RA0265  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0265
 RA0265                         *CURRENT SURVEY CONTROL
 RA0265  ___________________________________________________________________
 RA0265* NAD 83(1986)-  45 23 47.     (N)    116 02 01.     (W)     SCALED    
 RA0265* NAVD 88     -       786.531  (meters)    2580.48   (feet)  ADJUSTED  
 RA0265  ___________________________________________________________________
 RA0265  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 RA0265  DYNAMIC HT  -         786.277 (meters)    2579.64  (feet)  COMP
 RA0265  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 RA0265
 RA0265  VERT ORDER  -  SECOND    CLASS 0
 RA0265
 RA0265.The horizontal coordinates were scaled from a topographic map and have
 RA0265.an estimated accuracy of +/- 6 seconds.
 RA0265
 RA0265.The orthometric height was determined by differential leveling
 RA0265.and adjusted by the National Geodetic Survey in June 1991..
 RA0265
 RA0265.The geoid height was determined by GEOID03.
 RA0265
 RA0265.The dynamic height is computed by dividing the NAVD 88
 RA0265.geopotential number by the normal gravity value computed on the
 RA0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0265.degrees latitude (g = 980.6199 gals.).
 RA0265
 RA0265.The modeled gravity was interpolated from observed gravity values.
 RA0265
 RA0265;                    North         East    Units  Estimated Accuracy
 RA0265;SPC ID W     -   414,400.      777,790.      MT  (+/- 180 meters Scaled)
 RA0265
 RA0265                          SUPERSEDED SURVEY CONTROL
 RA0265
 RA0265  NGVD 29 (??/??/92)  785.401  (m)         2576.77   (f) ADJ UNCH    2 0
 RA0265
 RA0265.Superseded values are not recommended for survey control.
 RA0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0265.See file dsdata.txt to determine how the superseded data were derived.
 RA0265
 RA0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL756274(NAD 83)
 RA0265_MARKER: DB = BENCH MARK DISK
 RA0265_SETTING: 66 = SET IN ROCK OUTCROP
 RA0265_SP_SET: GRANITE OUTCROP
 RA0265_STAMPING: A 190 1959
 RA0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0265+STABILITY: POSITION/ELEVATION WELL
 RA0265
 RA0265  HISTORY     - Date     Condition        Report By
 RA0265  HISTORY     - 1959     MONUMENTED       CGS
 RA0265  HISTORY     - 1964     MARK NOT FOUND   NGS
 RA0265
 RA0265                          STATION DESCRIPTION
 RA0265
 RA0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0265'1.9 MI S FROM FRENCH CREEK.
 RA0265'1.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ABANDONED LODGE AT FRENCH
 RA0265'CREEK, IN TOP OF THE NORTH END OF A 10-BY 15-FOOT GRANITE OUTCROP
 RA0265'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 7 FEET WEST OF THE
 RA0265'CENTER LINE OF THE ROAD, 4.7 FEET SOUTH-SOUTHEAST OF A WITNESS POST,
 RA0265'AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
 RA0265
 RA0265                          STATION RECOVERY (1964)
 RA0265
 RA0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RA0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0161 ***********************************************************************
 SV0161  DESIGNATION -  A 192
 SV0161  PID         -  SV0161
 SV0161  STATE/COUNTY-  ID/SHOSHONE
 SV0161  USGS QUAD   -  CATALDO (1996)
 SV0161
 SV0161                         *CURRENT SURVEY CONTROL
 SV0161  ___________________________________________________________________
 SV0161* NAD 83(1986)-  47 32 58.     (N)    116 17 41.     (W)     SCALED    
 SV0161* NAVD 88     -       688.005  (meters)    2257.23   (feet)  ADJUSTED  
 SV0161  ___________________________________________________________________
 SV0161  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 SV0161  DYNAMIC HT  -         688.008 (meters)    2257.24  (feet)  COMP
 SV0161  MODELED GRAV-     980,595.7   (mgal)                       NAVD 88
 SV0161
 SV0161  VERT ORDER  -  SECOND    CLASS 0
 SV0161
 SV0161.The horizontal coordinates were scaled from a topographic map and have
 SV0161.an estimated accuracy of +/- 6 seconds.
 SV0161
 SV0161.The orthometric height was determined by differential leveling
 SV0161.and adjusted by the National Geodetic Survey in June 1991..
 SV0161
 SV0161.The geoid height was determined by GEOID03.
 SV0161
 SV0161.The dynamic height is computed by dividing the NAVD 88
 SV0161.geopotential number by the normal gravity value computed on the
 SV0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0161.degrees latitude (g = 980.6199 gals.).
 SV0161
 SV0161.The modeled gravity was interpolated from observed gravity values.
 SV0161
 SV0161;                    North         East    Units  Estimated Accuracy
 SV0161;SPC ID W     -   653,820.      759,000.      MT  (+/- 180 meters Scaled)
 SV0161
 SV0161                          SUPERSEDED SURVEY CONTROL
 SV0161
 SV0161  NGVD 29 (??/??/92)  686.875  (m)         2253.52   (f) ADJ UNCH    2 0
 SV0161
 SV0161.Superseded values are not recommended for survey control.
 SV0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0161.See file dsdata.txt to determine how the superseded data were derived.
 SV0161
 SV0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN530664(NAD 83)
 SV0161_MARKER: DB = BENCH MARK DISK
 SV0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0161_SP_SET: PUMP BASE
 SV0161_STAMPING: A 192 1959
 SV0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0161
 SV0161  HISTORY     - Date     Condition        Report By
 SV0161  HISTORY     - 1959     MONUMENTED       CGS
 SV0161  HISTORY     - 1980     MARK NOT FOUND   USGS
 SV0161
 SV0161                          STATION DESCRIPTION
 SV0161
 SV0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SV0161'1.8 MI E FROM CATALDO.
 SV0161'ABOUT 1.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE OREGON-WASHINGTON
 SV0161'RAILROAD AND NAVIGATION COMPANY STATION AT CATALDO, AT HILL TOP INN,
 SV0161'IN THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR A GASOLINE PUMP, 75
 SV0161'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3.3 FEET SOUTHWEST OF
 SV0161'THE SOUTHWEST CORNER OF THE INN, ABOUT LEVEL WITH THE HIGHWAY, AND
 SV0161'ABOUT 1/2 FOOT ABOVE GROUND.
 SV0161
 SV0161                          STATION RECOVERY (1980)
 SV0161
 SV0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0472 ***********************************************************************
 OX0472  DESIGNATION -  A 20
 OX0472  PID         -  OX0472
 OX0472  STATE/COUNTY-  ID/BONNEVILLE
 OX0472  USGS QUAD   -  HEISE SE (1979)
 OX0472
 OX0472                         *CURRENT SURVEY CONTROL
 OX0472  ___________________________________________________________________
 OX0472* NAD 83(1986)-  43 35 12.     (N)    111 36 37.     (W)     SCALED    
 OX0472* NAVD 88     -      1658.045  (meters)    5439.77   (feet)  ADJUSTED  
 OX0472  ___________________________________________________________________
 OX0472  GEOID HEIGHT-         -10.66  (meters)                     GEOID03
 OX0472  DYNAMIC HT  -        1657.104 (meters)    5436.68  (feet)  COMP
 OX0472  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 OX0472
 OX0472  VERT ORDER  -  FIRST     CLASS II
 OX0472
 OX0472.The horizontal coordinates were scaled from a topographic map and have
 OX0472.an estimated accuracy of +/- 6 seconds.
 OX0472
 OX0472.The orthometric height was determined by differential leveling
 OX0472.and adjusted by the National Geodetic Survey in June 1991..
 OX0472
 OX0472.The geoid height was determined by GEOID03.
 OX0472
 OX0472.The dynamic height is computed by dividing the NAVD 88
 OX0472.geopotential number by the normal gravity value computed on the
 OX0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0472.degrees latitude (g = 980.6199 gals.).
 OX0472
 OX0472.The modeled gravity was interpolated from observed gravity values.
 OX0472
 OX0472;                    North         East    Units  Estimated Accuracy
 OX0472;SPC ID E     -   213,420.      244,930.      MT  (+/- 180 meters Scaled)
 OX0472
 OX0472                          SUPERSEDED SURVEY CONTROL
 OX0472
 OX0472  NGVD 29 (??/??/92) 1656.893  (m)         5435.99   (f) ADJ UNCH    1 2
 OX0472
 OX0472.Superseded values are not recommended for survey control.
 OX0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0472.See file dsdata.txt to determine how the superseded data were derived.
 OX0472
 OX0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP507261(NAD 83)
 OX0472_MARKER: DB = BENCH MARK DISK
 OX0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0472_STAMPING: A 20 1934
 OX0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0472+STABILITY: SURFACE MOTION
 OX0472
 OX0472  HISTORY     - Date     Condition        Report By
 OX0472  HISTORY     - 1934     MONUMENTED       CGS
 OX0472
 OX0472                          STATION DESCRIPTION
 OX0472
 OX0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0472'19.3 MI NW FROM SWAN VALLEY.
 OX0472'19.3 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0472'BONNEVILLE COUNTY, 2.0 MILES NORTHWEST OF ANTELOPE SCHOOL, 41.6 FEET
 OX0472'NORTHEAST OF THE CENTER OF THE INTERSECTION OF A T-ROAD LEADING TO A
 OX0472'RANCH HOUSE, 30.7 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 14
 OX0472'FEET EAST OF THE CENTERLINE OF THE T-ROAD.  A STANDARD DISK, STAMPED A
 OX0472'20 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0620 ***********************************************************************
 RY0620  DESIGNATION -  A 202
 RY0620  PID         -  RY0620
 RY0620  STATE/COUNTY-  ID/CLEARWATER
 RY0620  USGS QUAD   -  WHISKEY BUTTE (1994)
 RY0620
 RY0620                         *CURRENT SURVEY CONTROL
 RY0620  ___________________________________________________________________
 RY0620* NAD 83(1986)-  46 37 20.     (N)    115 56 30.     (W)     SCALED    
 RY0620* NAVD 88     -       800.083  (meters)    2624.94   (feet)  ADJUSTED  
 RY0620  ___________________________________________________________________
 RY0620  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 RY0620  DYNAMIC HT  -         800.019 (meters)    2624.73  (feet)  COMP
 RY0620  MODELED GRAV-     980,507.5   (mgal)                       NAVD 88
 RY0620
 RY0620  VERT ORDER  -  SECOND    CLASS 0
 RY0620
 RY0620.The horizontal coordinates were scaled from a topographic map and have
 RY0620.an estimated accuracy of +/- 6 seconds.
 RY0620
 RY0620.The orthometric height was determined by differential leveling
 RY0620.and adjusted by the National Geodetic Survey in June 1991..
 RY0620
 RY0620.The geoid height was determined by GEOID03.
 RY0620
 RY0620.The dynamic height is computed by dividing the NAVD 88
 RY0620.geopotential number by the normal gravity value computed on the
 RY0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0620.degrees latitude (g = 980.6199 gals.).
 RY0620
 RY0620.The modeled gravity was interpolated from observed gravity values.
 RY0620
 RY0620;                    North         East    Units  Estimated Accuracy
 RY0620;SPC ID W     -   550,620.      785,320.      MT  (+/- 180 meters Scaled)
 RY0620
 RY0620                          SUPERSEDED SURVEY CONTROL
 RY0620
 RY0620  NGVD 29 (??/??/92)  799.005  (m)         2621.40   (f) ADJ UNCH    2 0
 RY0620
 RY0620.Superseded values are not recommended for survey control.
 RY0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0620.See file dsdata.txt to determine how the superseded data were derived.
 RY0620
 RY0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM810637(NAD 83)
 RY0620_MARKER: DB = BENCH MARK DISK
 RY0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0620_STAMPING: A 202 1959
 RY0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0620+STABILITY: SURFACE MOTION
 RY0620
 RY0620  HISTORY     - Date     Condition        Report By
 RY0620  HISTORY     - 1959     MONUMENTED       CGS
 RY0620
 RY0620                          STATION DESCRIPTION
 RY0620
 RY0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0620'14.35 MI NW FROM PIERCE.
 RY0620'ABOUT 5.95 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE PUBLIC
 RY0620'LIBRARY AT PIERCE, THENCE 8.4 MILES NORTHWEST ALONG A GRAVEL ROAD. AT
 RY0620'A TURNOUT, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET
 RY0620'NORTHWEST OF AN EMBANKMENT, 2.1 FEET SOUTH OF A WITNESS POST, ABOUT
 RY0620'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RY0620'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0692 ***********************************************************************
 RY0692  DESIGNATION -  A 205 RESET
 RY0692  PID         -  RY0692
 RY0692  STATE/COUNTY-  ID/CLEARWATER
 RY0692  USGS QUAD   -  THOMPSON POINT (1994)
 RY0692
 RY0692                         *CURRENT SURVEY CONTROL
 RY0692  ___________________________________________________________________
 RY0692* NAD 83(1986)-  46 46 55.     (N)    115 40 35.     (W)     SCALED    
 RY0692* NAVD 88     -       803.54   (meters)    2636.3    (feet)  RESET     
 RY0692  ___________________________________________________________________
 RY0692  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 RY0692
 RY0692  VERT ORDER  -  THIRD
 RY0692
 RY0692.The horizontal coordinates were scaled from a topographic map and have
 RY0692.an estimated accuracy of +/- 6 seconds.
 RY0692
 RY0692.The orthometric height was computed from unverified reset data.
 RY0692
 RY0692.The geoid height was determined by GEOID03.
 RY0692
 RY0692;                    North         East    Units  Estimated Accuracy
 RY0692;SPC ID W     -   568,360.      805,620.      MT  (+/- 180 meters Scaled)
 RY0692
 RY0692                          SUPERSEDED SURVEY CONTROL
 RY0692
 RY0692.No superseded survey control is available for this station.
 RY0692
 RY0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM010817(NAD 83)
 RY0692_MARKER: DB = BENCH MARK DISK
 RY0692_SETTING: 80 = SET IN A BOULDER
 RY0692_STAMPING: A 205 RESET 1964
 RY0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0692+STABILITY: SURFACE MOTION
 RY0692
 RY0692  HISTORY     - Date     Condition        Report By
 RY0692  HISTORY     - 1964     MONUMENTED       CGS
 RY0692
 RY0692                          STATION DESCRIPTION
 RY0692
 RY0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RY0692'18.3 MI NE FROM HEADQUARTERS.
 RY0692'ABOUT 18.3 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE HEADQUARTERS
 RY0692'POST OFFICE, 0.9 MILES NORTHWEST OF THE JUNCTION WITH THE BINGO SADDLE
 RY0692'ROAD, 120 FEET WEST OF A CULVERT UNDER THE ROAD, 50 FEET NORTHWEST OF
 RY0692'THE CENTER OF THE ROAD, 24 FEET WEST OF A LARGE BOULDER THAT PROJECTS
 RY0692'6 FEET, 2 FEET EAST OF A METAL WITNESS POST AND 5 FEET ABOVE THE LEVEL
 RY0692'OF THE ROAD, CEMENTED IN THE HIGH POINT OF A LARGE BOULDER 10 FEET
 RY0692'LONG PROJECTS 2 FEET ON THE SOUTH SIDE AND IS FLUSH ON THE NORTH WITH
 RY0692'THE LETTERS B M PAINTED ON THE SOUTH FACE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0430 ***********************************************************************
 RY0430  DESIGNATION -  A 216
 RY0430  PID         -  RY0430
 RY0430  STATE/COUNTY-  ID/IDAHO
 RY0430  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0430
 RY0430                         *CURRENT SURVEY CONTROL
 RY0430  ___________________________________________________________________
 RY0430* NAD 83(1986)-  46 24 56.     (N)    115 33 23.     (W)     SCALED    
 RY0430* NAVD 88     -      1690.747  (meters)    5547.06   (feet)  ADJUSTED  
 RY0430  ___________________________________________________________________
 RY0430  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RY0430  DYNAMIC HT  -        1690.239 (meters)    5545.39  (feet)  COMP
 RY0430  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 RY0430
 RY0430  VERT ORDER  -  FIRST     CLASS II
 RY0430
 RY0430.The horizontal coordinates were scaled from a topographic map and have
 RY0430.an estimated accuracy of +/- 6 seconds.
 RY0430
 RY0430.The orthometric height was determined by differential leveling
 RY0430.and adjusted by the National Geodetic Survey in June 1991..
 RY0430.WARNING-Repeat measurements at this control monument indicate possible
 RY0430.vertical movement.
 RY0430
 RY0430.The geoid height was determined by GEOID03.
 RY0430
 RY0430.The dynamic height is computed by dividing the NAVD 88
 RY0430.geopotential number by the normal gravity value computed on the
 RY0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0430.degrees latitude (g = 980.6199 gals.).
 RY0430
 RY0430.The modeled gravity was interpolated from observed gravity values.
 RY0430
 RY0430;                    North         East    Units  Estimated Accuracy
 RY0430;SPC ID W     -   527,650.      814,880.      MT  (+/- 180 meters Scaled)
 RY0430
 RY0430                          SUPERSEDED SURVEY CONTROL
 RY0430
 RY0430  NGVD 29 (??/??/92) 1689.462  (m)         5542.84   (f) ADJ UNCH    1 2
 RY0430
 RY0430.Superseded values are not recommended for survey control.
 RY0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0430.See file dsdata.txt to determine how the superseded data were derived.
 RY0430
 RY0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM109412(NAD 83)
 RY0430_MARKER: DB = BENCH MARK DISK
 RY0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0430_STAMPING: A 216 1935
 RY0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0430+STABILITY: SURFACE MOTION
 RY0430
 RY0430  HISTORY     - Date     Condition        Report By
 RY0430  HISTORY     - 1935     MONUMENTED       CGS
 RY0430  HISTORY     - 1950     GOOD             NGS
 RY0430
 RY0430                          STATION DESCRIPTION
 RY0430
 RY0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0430'25.0 MI E FROM PIERCE.
 RY0430'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0430'PIERCE, THENCE 24.3 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 94.4
 RY0430'FEET NORTHEAST OF RM A 216, 62 1/2 FEET NORTHEAST OF THE CENTER OF THE
 RY0430'JUNCTION OF A DIRT ROAD LEADING SOUTH TO PETE FORKS AND KOOSKIA, 46.7
 RY0430'FEET NORTH OF A 26-INCH HEMLOCK TREE MARKED WITH A WHITE PAINTED
 RY0430'TRIANGULAR BLAZE, 25.9 FEET EAST OF A 14-INCH HEMLOCK TREE MARKED WITH
 RY0430'A WHITE PAINTED TRIANGULAR BLAZE AND THE WHITE PAINTED NUMBERS 5543/4,
 RY0430'25 1/2 FEET NORTHWEST OF THE CENTER LINE OF A DEAD END TRACK ROAD
 RY0430'LEADING NORTHEAST, 4.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2
 RY0430'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RY0430'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0429 ***********************************************************************
 RY0429  DESIGNATION -  A 216 RM
 RY0429  PID         -  RY0429
 RY0429  STATE/COUNTY-  ID/IDAHO
 RY0429  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0429
 RY0429                         *CURRENT SURVEY CONTROL
 RY0429  ___________________________________________________________________
 RY0429* NAD 83(1986)-  46 24 56.     (N)    115 33 23.     (W)     SCALED    
 RY0429* NAVD 88     -      1691.194  (meters)    5548.53   (feet)  ADJUSTED  
 RY0429  ___________________________________________________________________
 RY0429  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RY0429  DYNAMIC HT  -        1690.686 (meters)    5546.86  (feet)  COMP
 RY0429  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 RY0429
 RY0429  VERT ORDER  -  FIRST     CLASS II
 RY0429
 RY0429.The horizontal coordinates were scaled from a topographic map and have
 RY0429.an estimated accuracy of +/- 6 seconds.
 RY0429
 RY0429.The orthometric height was determined by differential leveling
 RY0429.and adjusted by the National Geodetic Survey in June 1991..
 RY0429
 RY0429.The geoid height was determined by GEOID03.
 RY0429
 RY0429.The dynamic height is computed by dividing the NAVD 88
 RY0429.geopotential number by the normal gravity value computed on the
 RY0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0429.degrees latitude (g = 980.6199 gals.).
 RY0429
 RY0429.The modeled gravity was interpolated from observed gravity values.
 RY0429
 RY0429;                    North         East    Units  Estimated Accuracy
 RY0429;SPC ID W     -   527,650.      814,880.      MT  (+/- 180 meters Scaled)
 RY0429
 RY0429                          SUPERSEDED SURVEY CONTROL
 RY0429
 RY0429  NGVD 29 (??/??/92) 1689.906  (m)         5544.30   (f) ADJ UNCH    1 2
 RY0429
 RY0429.Superseded values are not recommended for survey control.
 RY0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0429.See file dsdata.txt to determine how the superseded data were derived.
 RY0429
 RY0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM109412(NAD 83)
 RY0429_MARKER: S = SPIKE
 RY0429_SETTING: 0 = UNSPECIFIED SETTING
 RY0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0429
 RY0429  HISTORY     - Date     Condition        Report By
 RY0429  HISTORY     - UNK      MONUMENTED       CGS
 RY0429  HISTORY     - 1950     GOOD             NGS
 RY0429
 RY0429                          STATION DESCRIPTION
 RY0429
 RY0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0429'25.0 MI E FROM PIERCE.
 RY0429'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0429'PIERCE, THENCE 24.3 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 94.4
 RY0429'FEET SOUTHEAST OF A 216, 33 1/2 FEET SOUTHWEST OF THE CENTER OF THE
 RY0429'JUNCTION OF A DIRT ROAD LEADING SOUTH TO PETE FORKS AND KOOSKIA, 26.1
 RY0429'FEET NORTHWEST OF A WHITE SIGN ON THE SOUTHWEST EDGE OF THE PETE FORKS
 RY0429'ROAD READING PIERCE 26- BUNGALOW RANGER STATION 26- MUSSELSHELL 20,
 RY0429'AND ABOUT LEVEL WITH THE ROAD AT THE CENTER OF THE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0248 ***********************************************************************
 QB0248  DESIGNATION -  A 217
 QB0248  PID         -  QB0248
 QB0248  STATE/COUNTY-  ID/WASHINGTON
 QB0248  USGS QUAD   -  OLDS FERRY (1974)
 QB0248
 QB0248                         *CURRENT SURVEY CONTROL
 QB0248  ___________________________________________________________________
 QB0248* NAD 83(1986)-  44 21 40.     (N)    117 12 47.     (W)     SCALED    
 QB0248* NAVD 88     -       639.194  (meters)    2097.09   (feet)  ADJUSTED  
 QB0248  ___________________________________________________________________
 QB0248  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 QB0248  DYNAMIC HT  -         639.024 (meters)    2096.53  (feet)  COMP
 QB0248  MODELED GRAV-     980,333.0   (mgal)                       NAVD 88
 QB0248
 QB0248  VERT ORDER  -  FIRST     CLASS II
 QB0248
 QB0248.The horizontal coordinates were scaled from a topographic map and have
 QB0248.an estimated accuracy of +/- 6 seconds.
 QB0248
 QB0248.The orthometric height was determined by differential leveling
 QB0248.and adjusted by the National Geodetic Survey in June 1991..
 QB0248
 QB0248.The geoid height was determined by GEOID03.
 QB0248
 QB0248.The dynamic height is computed by dividing the NAVD 88
 QB0248.geopotential number by the normal gravity value computed on the
 QB0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0248.degrees latitude (g = 980.6199 gals.).
 QB0248
 QB0248.The modeled gravity was interpolated from observed gravity values.
 QB0248
 QB0248;                    North         East    Units  Estimated Accuracy
 QB0248;SPC ID W     -   300,360.      683,380.      MT  (+/- 180 meters Scaled)
 QB0248
 QB0248                          SUPERSEDED SURVEY CONTROL
 QB0248
 QB0248  NGVD 29 (??/??/92)  638.208  (m)         2093.85   (f) ADJ UNCH    1 2
 QB0248
 QB0248.Superseded values are not recommended for survey control.
 QB0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0248.See file dsdata.txt to determine how the superseded data were derived.
 QB0248
 QB0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK830120(NAD 83)
 QB0248_MARKER: DB = BENCH MARK DISK
 QB0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0248_STAMPING: A 217 1941
 QB0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0248+STABILITY: SURFACE MOTION
 QB0248
 QB0248  HISTORY     - Date     Condition        Report By
 QB0248  HISTORY     - 1941     MONUMENTED       CGS
 QB0248
 QB0248                          STATION DESCRIPTION
 QB0248
 QB0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0248'5.8 MI NW FROM OLDS FERRY.
 QB0248'5.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM OLDS FERRY,
 QB0248'WASHINGTON COUNTY, 4 FEET SOUTHWEST OF MILEPOST 536, 40 FEET NORTHEAST
 QB0248'OF THE CENTERLINE OF THE TRACK, ON THE BANK OF A CUT, AND 3 FEET
 QB0248'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A 217 1941 AND SET IN
 QB0248'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0287 ***********************************************************************
 QB0287  DESIGNATION -  A 218
 QB0287  PID         -  QB0287
 QB0287  STATE/COUNTY-  ID/WASHINGTON
 QB0287  USGS QUAD   -  WEISER SOUTH (1951)
 QB0287
 QB0287                         *CURRENT SURVEY CONTROL
 QB0287  ___________________________________________________________________
 QB0287* NAD 83(1986)-  44 12 58.     (N)    116 56 23.     (W)     SCALED    
 QB0287* NAVD 88     -       647.581  (meters)    2124.61   (feet)  ADJUSTED  
 QB0287  ___________________________________________________________________
 QB0287  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 QB0287  DYNAMIC HT  -         647.407 (meters)    2124.03  (feet)  COMP
 QB0287  MODELED GRAV-     980,328.6   (mgal)                       NAVD 88
 QB0287
 QB0287  VERT ORDER  -  FIRST     CLASS II
 QB0287
 QB0287.The horizontal coordinates were scaled from a topographic map and have
 QB0287.an estimated accuracy of +/- 6 seconds.
 QB0287
 QB0287.The orthometric height was determined by differential leveling
 QB0287.and adjusted by the National Geodetic Survey in June 1991..
 QB0287
 QB0287.The geoid height was determined by GEOID03.
 QB0287
 QB0287.The dynamic height is computed by dividing the NAVD 88
 QB0287.geopotential number by the normal gravity value computed on the
 QB0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0287.degrees latitude (g = 980.6199 gals.).
 QB0287
 QB0287.The modeled gravity was interpolated from observed gravity values.
 QB0287
 QB0287;                    North         East    Units  Estimated Accuracy
 QB0287;SPC ID W     -   283,890.      704,930.      MT  (+/- 180 meters Scaled)
 QB0287
 QB0287                          SUPERSEDED SURVEY CONTROL
 QB0287
 QB0287  NGVD 29 (??/??/92)  646.610  (m)         2121.42   (f) ADJ UNCH    1 2
 QB0287
 QB0287.Superseded values are not recommended for survey control.
 QB0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0287.See file dsdata.txt to determine how the superseded data were derived.
 QB0287
 QB0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ048958(NAD 83)
 QB0287_MARKER: DB = BENCH MARK DISK
 QB0287_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QB0287+WITH SETTING: PAVEMENT
 QB0287_SP_SET: SCHOOL ENTRANCE LANDING
 QB0287_STAMPING: A 218 1941
 QB0287_MARK LOGO: CGS   
 QB0287_PROJECTION: FLUSH
 QB0287_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0287+STABILITY: SURFACE MOTION
 QB0287
 QB0287  HISTORY     - Date     Condition        Report By
 QB0287  HISTORY     - 1941     MONUMENTED       CGS
 QB0287  HISTORY     - 1948     GOOD             NGS
 QB0287  HISTORY     - 1983     GOOD             NGS
 QB0287  HISTORY     - 19980624 GOOD             IDTD
 QB0287
 QB0287                          STATION DESCRIPTION
 QB0287
 QB0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QB0287'2.5 MI SE FROM WEISER.
 QB0287'2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 N FROM THE INTERSECTION OF
 QB0287'STATE AND MAIN STREETS AT WEISER, WASHINGTON COUNTY, IN THE FRONT
 QB0287'ENTRANCE TO THE SUNNYSIDE SCHOOL, AND AT THE SOUTH SIDE.  A STANDARD
 QB0287'DISK, STAMPED A 218 1941.
 QB0287
 QB0287                          STATION RECOVERY (1983)
 QB0287
 QB0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0287'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 QB0287'(0.1 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN WEISER, THENCE
 QB0287'4.7 KM (2.95 MI) SOUTHEAST ALONG US HIGHWAY 95, IN TOP OF AND
 QB0287'0.5 METER (1.5 FT) NORTHEAST OF THE SOUTH CORNER OF THE MAIN ENTRANCE
 QB0287'LANDING TO THE SUNNYSIDE ELEMENTARY SCHOOL, 0.65 KM (0.4 MI) NORTHWEST
 QB0287'OF MILEPOST 79, 26.6 METERS (87.5 FT) NORTHEAST OF THE CENTERLINE OF
 QB0287'THE HIGHWAY.
 QB0287'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 QB0287
 QB0287                          STATION RECOVERY (1998)
 QB0287
 QB0287'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 QB0287'RECOVERED AS DESCRIBED.  NOTE--NOT LEVELED TO IN THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0011 ***********************************************************************
 NV0011  DESIGNATION -  A 219
 NV0011  PID         -  NV0011
 NV0011  STATE/COUNTY-  ID/LINCOLN
 NV0011  USGS QUAD   -  SHOSHONE (1992)
 NV0011
 NV0011                         *CURRENT SURVEY CONTROL
 NV0011  ___________________________________________________________________
 NV0011* NAD 83(1986)-  42 56 31.     (N)    114 25 20.     (W)     SCALED    
 NV0011* NAVD 88     -      1210.499  (meters)    3971.45   (feet)  ADJUSTED  
 NV0011  ___________________________________________________________________
 NV0011  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NV0011  DYNAMIC HT  -        1209.901 (meters)    3969.48  (feet)  COMP
 NV0011  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 NV0011
 NV0011  VERT ORDER  -  FIRST     CLASS II
 NV0011
 NV0011.The horizontal coordinates were scaled from a topographic map and have
 NV0011.an estimated accuracy of +/- 6 seconds.
 NV0011
 NV0011.The orthometric height was determined by differential leveling
 NV0011.and adjusted by the National Geodetic Survey in June 1991..
 NV0011
 NV0011.The geoid height was determined by GEOID03.
 NV0011
 NV0011.The dynamic height is computed by dividing the NAVD 88
 NV0011.geopotential number by the normal gravity value computed on the
 NV0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0011.degrees latitude (g = 980.6199 gals.).
 NV0011
 NV0011.The modeled gravity was interpolated from observed gravity values.
 NV0011
 NV0011;                    North         East    Units  Estimated Accuracy
 NV0011;SPC ID C     -   141,740.      465,540.      MT  (+/- 180 meters Scaled)
 NV0011
 NV0011                          SUPERSEDED SURVEY CONTROL
 NV0011
 NV0011  NGVD 29 (??/??/92) 1209.649  (m)         3968.66   (f) ADJ UNCH    1 2
 NV0011
 NV0011.Superseded values are not recommended for survey control.
 NV0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0011.See file dsdata.txt to determine how the superseded data were derived.
 NV0011
 NV0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH103575(NAD 83)
 NV0011_MARKER: DB = BENCH MARK DISK
 NV0011_SETTING: 66 = SET IN ROCK OUTCROP
 NV0011_SP_SET: LAVA OUTCROP
 NV0011_STAMPING: A 219 1941
 NV0011_MARK LOGO: CGS   
 NV0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0011+STABILITY: POSITION/ELEVATION WELL
 NV0011
 NV0011  HISTORY     - Date     Condition        Report By
 NV0011  HISTORY     - 1941     MONUMENTED       CGS
 NV0011  HISTORY     - 1983     GOOD             NGS
 NV0011
 NV0011                          STATION DESCRIPTION
 NV0011
 NV0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NV0011'0.8 MI NW FROM SHOSHONE.
 NV0011'0.8 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0011'AT SHOSHONE, LINCOLN COUNTY, 4 POLES NORTHWEST OF SEMAPHORE 3224, 68
 NV0011'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, NEAR A WHITE WOODEN
 NV0011'WITNESS POST, AND IN THE TOP OF A LAVA OUTCROP.  A STANDARD DISK,
 NV0011'STAMPED A 219 1941.
 NV0011
 NV0011                          STATION RECOVERY (1983)
 NV0011
 NV0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0011'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.5 KM
 NV0011'(0.93 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF U.S.
 NV0011'HIGHWAY 93 AT SHOSHONE, 37.8 METERS (124 FT) NORTHEAST ACROSS THE
 NV0011'HIGHWAY FROM MILEPOST 165, IN TOP OF AND 0.3 METER (1 FT) SOUTHEAST OF
 NV0011'THE NORTHWEST EDGE OF A 3 BY 4 FOOT PORTION OF VOLCANIC ROCK OUTCROP
 NV0011'AT THE TOP OF A KNOLL FORMED BY THE HIGHWAY AND THE UNION PACIFIC
 NV0011'RAILROAD CUTS AND SURROUNDED BY VOLCANIC BOULDERS, 30.0 METERS (98.5
 NV0011'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 12.2 METERS (40 FT) SOUTHWEST
 NV0011'OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACKS, 20.4 METERS (67 FT)
 NV0011'WEST OF THE SOUTHEAST END OF THE RAILROAD CUT AND 30.0 METERS (98.5
 NV0011'FT) EAST-SOUTHEAST OF A POWER POLE FOR A RIGHT ANGLE SPUR FROM
 NV0011'NORTHWEST TO SOUTHWEST ACROSS THE HIGHWAY.
 NV0011'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 NV0011'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0510 ***********************************************************************
 NV0510  DESIGNATION -  A 220
 NV0510  PID         -  NV0510
 NV0510  STATE/COUNTY-  ID/ELMORE
 NV0510  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0510
 NV0510                         *CURRENT SURVEY CONTROL
 NV0510  ___________________________________________________________________
 NV0510* NAD 83(1986)-  42 56 07.     (N)    115 08 51.     (W)     SCALED    
 NV0510* NAVD 88     -       867.985  (meters)    2847.71   (feet)  ADJUSTED  
 NV0510  ___________________________________________________________________
 NV0510  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 NV0510  DYNAMIC HT  -         867.618 (meters)    2846.51  (feet)  COMP
 NV0510  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 NV0510
 NV0510  VERT ORDER  -  FIRST     CLASS II
 NV0510
 NV0510.The horizontal coordinates were scaled from a topographic map and have
 NV0510.an estimated accuracy of +/- 6 seconds.
 NV0510
 NV0510.The orthometric height was determined by differential leveling
 NV0510.and adjusted by the National Geodetic Survey in June 1991..
 NV0510
 NV0510.The geoid height was determined by GEOID03.
 NV0510
 NV0510.The dynamic height is computed by dividing the NAVD 88
 NV0510.geopotential number by the normal gravity value computed on the
 NV0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0510.degrees latitude (g = 980.6199 gals.).
 NV0510
 NV0510.The modeled gravity was interpolated from observed gravity values.
 NV0510
 NV0510;                    North         East    Units  Estimated Accuracy
 NV0510;SPC ID W     -   141,080.      849,180.      MT  (+/- 180 meters Scaled)
 NV0510
 NV0510                          SUPERSEDED SURVEY CONTROL
 NV0510
 NV0510  NGVD 29 (??/??/92)  867.203  (m)         2845.15   (f) ADJ UNCH    1 2
 NV0510
 NV0510.Superseded values are not recommended for survey control.
 NV0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0510.See file dsdata.txt to determine how the superseded data were derived.
 NV0510
 NV0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH511552(NAD 83)
 NV0510_MARKER: DB = BENCH MARK DISK
 NV0510_SETTING: 66 = SET IN ROCK OUTCROP
 NV0510_SP_SET: LAVA OUTCROP
 NV0510_STAMPING: A 220 1941
 NV0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0510+STABILITY: POSITION/ELEVATION WELL
 NV0510
 NV0510  HISTORY     - Date     Condition        Report By
 NV0510  HISTORY     - 1941     MONUMENTED       CGS
 NV0510  HISTORY     - 1946     GOOD             NGS
 NV0510  HISTORY     - 1983     GOOD             NGS
 NV0510
 NV0510                          STATION DESCRIPTION
 NV0510
 NV0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NV0510'6.0 MI SE FROM KING HILL.
 NV0510'6.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0510'STATION AT KING HILL, ELMORE COUNTY, 1 POLE NORTH OF MILEPOST 361, 90
 NV0510'FEET EAST OF THE CENTERLINE OF THE EAST TRACK, 35 FEET EAST OF A ROW
 NV0510'OF POLES, 10 FEET WEST OF A FENCE, NEAR A WHITE WOODEN WITNESS POST,
 NV0510'AND IN THE TOP OF A LAVA OUTCROP.  A STANDARD DISK, STAMPED A 220
 NV0510'1941.
 NV0510
 NV0510                          STATION RECOVERY (1983)
 NV0510
 NV0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0510'2.0 KM (1.25 MI) SOUTHEAST ALONG THE OLD OREGON TRAIL HWY. FROM THE
 NV0510'P.O. AT KING HILL, THENCE 7.8 KM (4.9 MI) SOUTHEAST ALONG THE UNION
 NV0510'PACIFIC RAILROAD, IN TOP OF THE HIGHEST POINT OF A 4 X 9 FT. VOLCANIE
 NV0510'ROCK OUTCROP PROJECTING 1.0 FT. ONE POLE NORTH OF MILE POLE 36. 26.5
 NV0510'M (87.0 FT) NORTHEAST-NORTHEAST RAIL, 3.0 M (10.0 FT) SOUTHWEST-ROT W
 NV0510'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0539 ***********************************************************************
 OZ0539  DESIGNATION -  A 221
 OZ0539  PID         -  OZ0539
 OZ0539  STATE/COUNTY-  ID/ELMORE
 OZ0539  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0539
 OZ0539                         *CURRENT SURVEY CONTROL
 OZ0539  ___________________________________________________________________
 OZ0539* NAD 83(1992)-  43 05 00.00019(N)    115 39 23.06992(W)     ADJUSTED  
 OZ0539* NAVD 88     -       943.910  (meters)    3096.81   (feet)  ADJUSTED  
 OZ0539  ___________________________________________________________________
 OZ0539  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 OZ0539  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 OZ0539  DYNAMIC HT  -         943.507 (meters)    3095.49  (feet)  COMP
 OZ0539  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 OZ0539
 OZ0539  HORZ ORDER  -  SECOND
 OZ0539  VERT ORDER  -  FIRST     CLASS II
 OZ0539
 OZ0539.The horizontal coordinates were established by classical geodetic methods
 OZ0539.and adjusted by the National Geodetic Survey in July 1992..
 OZ0539
 OZ0539.The orthometric height was determined by differential leveling
 OZ0539.and adjusted by the National Geodetic Survey in June 1991..
 OZ0539
 OZ0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0539
 OZ0539.The geoid height was determined by GEOID03.
 OZ0539
 OZ0539.The dynamic height is computed by dividing the NAVD 88
 OZ0539.geopotential number by the normal gravity value computed on the
 OZ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0539.degrees latitude (g = 980.6199 gals.).
 OZ0539
 OZ0539.The modeled gravity was interpolated from observed gravity values.
 OZ0539
 OZ0539;                    North         East     Units Scale Factor Converg.
 OZ0539;SPC ID W     -   157,357.916   807,620.728   MT  0.99993405   +0 03 50.1
 OZ0539;UTM  11      - 4,770,944.886   609,366.517   MT  0.99974714   +0 55 04.2
 OZ0539
 OZ0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0539!SPC ID W     -   0.99985450  x   0.99993405  =   0.99978856
 OZ0539!UTM  11      -   0.99985450  x   0.99974714  =   0.99960168
 OZ0539
 OZ0539                          SUPERSEDED SURVEY CONTROL
 OZ0539
 OZ0539  NAD 83(1986)-  43 05 00.00118(N)    115 39 23.06512(W) AD(       ) 2
 OZ0539  NAD 27      -  43 05 00.37700(N)    115 39 19.76540(W) AD(       ) 2
 OZ0539  NGVD 29 (??/??/92)  943.048  (m)         3093.98   (f) ADJ UNCH    1 2
 OZ0539
 OZ0539.Superseded values are not recommended for survey control.
 OZ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0539.See file dsdata.txt to determine how the superseded data were derived.
 OZ0539
 OZ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0936770945(NAD 83)
 OZ0539_MARKER: DB = BENCH MARK DISK
 OZ0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0539_SP_SET: FOUNDATION
 OZ0539_STAMPING: A 221 1941
 OZ0539_MARK LOGO: CGS   
 OZ0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0539+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 OZ0539
 OZ0539  HISTORY     - Date     Condition        Report By
 OZ0539  HISTORY     - 1959     MONUMENTED       CGS
 OZ0539  HISTORY     - 1967     GOOD             NGS
 OZ0539  HISTORY     - 1979     GOOD             NGS
 OZ0539  HISTORY     - 1983     GOOD             NGS
 OZ0539  HISTORY     - 20050927 GOOD             INDIV
 OZ0539
 OZ0539                          STATION DESCRIPTION
 OZ0539
 OZ0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0539'SEE STATION BULL
 OZ0539
 OZ0539                          STATION RECOVERY (1967)
 OZ0539
 OZ0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OZ0539'3.7 MI SE FROM MOUNTAIN HOME.
 OZ0539'3.7 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OZ0539'AT MOUNTAIN HOME, CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT SQUARE
 OZ0539'CONCRETE FOUNDATION THAT PROJECTS 2 FEET, 145 FEET NORTH OF THE CENTER
 OZ0539'OF THE CROSSING, 105 FEET NORTHEAST OF THE NORTHEAST RAIL, 17 FEET
 OZ0539'SOUTHWEST OF THE CENTER OF A ROAD THAT PARALLELS THE RAILROAD, 16 FEET
 OZ0539'EAST OF A FENCE CORNER AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 OZ0539'NOTE-- THIS MARK WAS USED FOR REFERENCE MARK NO. 1 TO TRIANGULATION
 OZ0539'STATION BULL 1959.
 OZ0539
 OZ0539                          STATION RECOVERY (1979)
 OZ0539
 OZ0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OZ0539'RECOVERED IN GOOD CONDITION.
 OZ0539
 OZ0539                          STATION RECOVERY (1983)
 OZ0539
 OZ0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0539'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.95 KM
 OZ0539'(3.75 MI) SOUTHEAST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0539'PACIFIC RAILROAD OVERPASS IN MOUNTAIN HOME, IN TOP OF THE SOUTHWEST
 OZ0539'EDGE OF AN ABANDONED 2 BY 2 FOOT CONCRETE FOUNDATION PROJECTING 1.5
 OZ0539'FEET AND AT A ROAD CROSSING THE RAILROAD, 75.6 METERS (248 FT)
 OZ0539'NORTHEAST ACROSS THE TRACKS FROM THE HIGHWAY CENTERLINE, 44.2 METERS
 OZ0539'(145 FT) NORTH OF THE CENTER OF THE ROAD, 32.0 METERS (105 FT)
 OZ0539'NORTHEAST OF THE NORTHEAST RAIL, 12.2 METERS (40 FT) EAST OF THE
 OZ0539'SECOND TELEGRAPH POLE SOUTHEAST OF RAILROAD MILEPOLE 389, 4.5 METERS
 OZ0539'(15 FT) SOUTHWEST OF THE CENTER OF MAIN STREET AND 56.0 METERS
 OZ0539'(183.5 FT) NORTH OF TRIANGULATION STATION BULL.
 OZ0539'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 OZ0539'THE MARK IS 0.3 M ABOVE THE STREET.
 OZ0539
 OZ0539                          STATION RECOVERY (2005)
 OZ0539
 OZ0539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WHW)
 OZ0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0472 ***********************************************************************
 OH0472  DESIGNATION -  A 222
 OH0472  PID         -  OH0472
 OH0472  STATE/COUNTY-  ID/CANYON
 OH0472  USGS QUAD   -  PARMA (1975)
 OH0472
 OH0472                         *CURRENT SURVEY CONTROL
 OH0472  ___________________________________________________________________
 OH0472* NAD 83(1986)-  43 46 34.     (N)    116 55 43.     (W)     SCALED    
 OH0472* NAVD 88     -       682.754  (meters)    2240.00   (feet)  ADJUSTED  
 OH0472  ___________________________________________________________________
 OH0472  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 OH0472  DYNAMIC HT  -         682.530 (meters)    2239.27  (feet)  COMP
 OH0472  MODELED GRAV-     980,270.0   (mgal)                       NAVD 88
 OH0472
 OH0472  VERT ORDER  -  FIRST     CLASS II
 OH0472
 OH0472.The horizontal coordinates were scaled from a topographic map and have
 OH0472.an estimated accuracy of +/- 6 seconds.
 OH0472
 OH0472.The orthometric height was determined by differential leveling
 OH0472.and adjusted by the National Geodetic Survey in June 1991..
 OH0472
 OH0472.The geoid height was determined by GEOID03.
 OH0472
 OH0472.The dynamic height is computed by dividing the NAVD 88
 OH0472.geopotential number by the normal gravity value computed on the
 OH0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0472.degrees latitude (g = 980.6199 gals.).
 OH0472
 OH0472.The modeled gravity was interpolated from observed gravity values.
 OH0472
 OH0472;                    North         East    Units  Estimated Accuracy
 OH0472;SPC ID W     -   234,990.      705,120.      MT  (+/- 180 meters Scaled)
 OH0472
 OH0472                          SUPERSEDED SURVEY CONTROL
 OH0472
 OH0472  NGVD 29 (??/??/92)  681.802  (m)         2236.88   (f) ADJ UNCH    1 2
 OH0472
 OH0472.Superseded values are not recommended for survey control.
 OH0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0472.See file dsdata.txt to determine how the superseded data were derived.
 OH0472
 OH0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ057470(NAD 83)
 OH0472_MARKER: DD = SURVEY DISK
 OH0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0472_STAMPING: A 222 1941
 OH0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0472+STABILITY: SURFACE MOTION
 OH0472
 OH0472  HISTORY     - Date     Condition        Report By
 OH0472  HISTORY     - 1941     MONUMENTED       IDPWD
 OH0472  HISTORY     - 1948     GOOD             NGS
 OH0472  HISTORY     - 1963     MARK NOT FOUND   NGS
 OH0472  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0472  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0472
 OH0472                          STATION DESCRIPTION
 OH0472
 OH0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OH0472'1.0 MI E FROM PARMA.
 OH0472'1.0 MILE EAST ALONG STATE HIGHWAY 18 FROM THE BANK AT PARMA, CANYON
 OH0472'COUNTY, 120 FEET WEST OF THE WEST SIDE OF A SMALL HOUSE, 55 FEET WEST
 OH0472'OF A GATE TO A FIELD, 36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 OH0472'AT THE FENCE LINE, AND NEAR A WHITE WOODEN WITNESS POST.  AN IDAHO
 OH0472'DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED A 222 1941 AND SET
 OH0472'IN THE TOP OF A CONCRETE POST.
 OH0472
 OH0472                          STATION RECOVERY (1963)
 OH0472
 OH0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0472'MARK NOT FOUND.
 OH0472
 OH0472                          STATION RECOVERY (1979)
 OH0472
 OH0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0472'HIGHWAY 18 IS NOW 20.
 OH0472
 OH0472                          STATION RECOVERY (1983)
 OH0472
 OH0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0472'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0492 ***********************************************************************
 OH0492  DESIGNATION -  A 223
 OH0492  PID         -  OH0492
 OH0492  STATE/COUNTY-  ID/CANYON
 OH0492  USGS QUAD   -  CALDWELL (1971)
 OH0492
 OH0492                         *CURRENT SURVEY CONTROL
 OH0492  ___________________________________________________________________
 OH0492* NAD 83(1986)-  43 40 03.     (N)    116 41 15.     (W)     SCALED    
 OH0492* NAVD 88     -       723.113  (meters)    2372.41   (feet)  ADJUSTED  
 OH0492  ___________________________________________________________________
 OH0492  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 OH0492  DYNAMIC HT  -         722.870 (meters)    2371.62  (feet)  COMP
 OH0492  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 OH0492
 OH0492  VERT ORDER  -  FIRST     CLASS II
 OH0492
 OH0492.The horizontal coordinates were scaled from a topographic map and have
 OH0492.an estimated accuracy of +/- 6 seconds.
 OH0492
 OH0492.The orthometric height was determined by differential leveling
 OH0492.and adjusted by the National Geodetic Survey in June 1991..
 OH0492
 OH0492.The geoid height was determined by GEOID03.
 OH0492
 OH0492.The dynamic height is computed by dividing the NAVD 88
 OH0492.geopotential number by the normal gravity value computed on the
 OH0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0492.degrees latitude (g = 980.6199 gals.).
 OH0492
 OH0492.The modeled gravity was interpolated from observed gravity values.
 OH0492
 OH0492;                    North         East    Units  Estimated Accuracy
 OH0492;SPC ID W     -   222,680.      724,390.      MT  (+/- 180 meters Scaled)
 OH0492
 OH0492                          SUPERSEDED SURVEY CONTROL
 OH0492
 OH0492  NGVD 29 (??/??/92)  722.172  (m)         2369.33   (f) ADJ UNCH    1 2
 OH0492
 OH0492.Superseded values are not recommended for survey control.
 OH0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0492.See file dsdata.txt to determine how the superseded data were derived.
 OH0492
 OH0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ251349(NAD 83)
 OH0492_MARKER: DB = BENCH MARK DISK
 OH0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0492_SP_SET: RETAINING WALL
 OH0492_STAMPING: A 223 1941
 OH0492_MARK LOGO: CGS   
 OH0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH0492+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 OH0492
 OH0492  HISTORY     - Date     Condition        Report By
 OH0492  HISTORY     - 1941     MONUMENTED       CGS
 OH0492  HISTORY     - 1959     GOOD             NGS
 OH0492  HISTORY     - 1979     GOOD             NGS
 OH0492  HISTORY     - 1983     GOOD             NGS
 OH0492  HISTORY     - 20040330 GOOD             ORBITE
 OH0492
 OH0492                          STATION DESCRIPTION
 OH0492
 OH0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0492'IN CALDWELL.
 OH0492'AT CALDWELL, CANYON COUNTY, AT THE SOUTHWEST SIDE OF THE UNION PACIFIC
 OH0492'RAILROAD STATION, AT THE STEPS LEADING TO THE BASEMENT, AT THE
 OH0492'SOUTHEAST END OF THE RETAINING WALL, AND ABOUT 8 INCHES SOUTHEAST OF
 OH0492'THE END OF THE GUARD RAIL.  A STANDARD DISK, STAMPED A 223 1941.
 OH0492
 OH0492                          STATION RECOVERY (1979)
 OH0492
 OH0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0492'THE RAILROAD STATION IS NOW A MUSEUM THE OLD DESCRIPTION IS GOOD TO
 OH0492'REACH.
 OH0492
 OH0492                          STATION RECOVERY (1983)
 OH0492
 OH0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0492'RECOVERED IN GOOD CONDITION.
 OH0492
 OH0492                          STATION RECOVERY (2004)
 OH0492
 OH0492'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 OH0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0246 ***********************************************************************
 OH0246  DESIGNATION -  A 224
 OH0246  PID         -  OH0246
 OH0246  STATE/COUNTY-  ID/ADA
 OH0246  USGS QUAD   -  MORA (1992)
 OH0246
 OH0246                         *CURRENT SURVEY CONTROL
 OH0246  ___________________________________________________________________
 OH0246* NAD 83(1986)-  43 26 48.     (N)    116 18 48.     (W)     SCALED    
 OH0246* NAVD 88     -       855.607  (meters)    2807.10   (feet)  ADJUSTED  
 OH0246  ___________________________________________________________________
 OH0246  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 OH0246  DYNAMIC HT  -         855.269 (meters)    2805.99  (feet)  COMP
 OH0246  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 OH0246
 OH0246  VERT ORDER  -  FIRST     CLASS II
 OH0246
 OH0246.The horizontal coordinates were scaled from a topographic map and have
 OH0246.an estimated accuracy of +/- 6 seconds.
 OH0246
 OH0246.The orthometric height was determined by differential leveling
 OH0246.and adjusted by the National Geodetic Survey in June 1991..
 OH0246
 OH0246.The geoid height was determined by GEOID03.
 OH0246
 OH0246.The dynamic height is computed by dividing the NAVD 88
 OH0246.geopotential number by the normal gravity value computed on the
 OH0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0246.degrees latitude (g = 980.6199 gals.).
 OH0246
 OH0246.The modeled gravity was interpolated from observed gravity values.
 OH0246
 OH0246;                    North         East    Units  Estimated Accuracy
 OH0246;SPC ID W     -   197,870.      754,400.      MT  (+/- 180 meters Scaled)
 OH0246
 OH0246                          SUPERSEDED SURVEY CONTROL
 OH0246
 OH0246  NGVD 29 (??/??/92)  854.647  (m)         2803.95   (f) ADJ UNCH    1 2
 OH0246
 OH0246.Superseded values are not recommended for survey control.
 OH0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0246.See file dsdata.txt to determine how the superseded data were derived.
 OH0246
 OH0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ555106(NAD 83)
 OH0246_MARKER: DB = BENCH MARK DISK
 OH0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0246_STAMPING: A 224 1941
 OH0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0246+STABILITY: SURFACE MOTION
 OH0246
 OH0246  HISTORY     - Date     Condition        Report By
 OH0246  HISTORY     - 1941     MONUMENTED       CGS
 OH0246  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0246
 OH0246                          STATION DESCRIPTION
 OH0246
 OH0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0246'1.8 MI SE FROM MORA.
 OH0246'1.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM MORA, ADA
 OH0246'COUNTY, AT MILEPOST 441, 70 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 OH0246'20 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND NEAR A WHITE WOODEN
 OH0246'WITNESS POST.  A STANDARD DISK, STAMPED A 224 1941 AND SET IN THE TOP
 OH0246'OF A CONCRETE POST.
 OH0246
 OH0246                          STATION RECOVERY (1979)
 OH0246
 OH0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0348 ***********************************************************************
 QB0348  DESIGNATION -  A 225
 QB0348  PID         -  QB0348
 QB0348  STATE/COUNTY-  ID/WASHINGTON
 QB0348  USGS QUAD   -  WEISER NORTH (1987)
 QB0348
 QB0348                         *CURRENT SURVEY CONTROL
 QB0348  ___________________________________________________________________
 QB0348* NAD 83(1986)-  44 15 23.     (N)    116 58 06.     (W)     SCALED    
 QB0348* NAVD 88     -       660.015  (meters)    2165.40   (feet)  ADJUSTED  
 QB0348  ___________________________________________________________________
 QB0348  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 QB0348  DYNAMIC HT  -         659.840 (meters)    2164.83  (feet)  COMP
 QB0348  MODELED GRAV-     980,331.4   (mgal)                       NAVD 88
 QB0348
 QB0348  VERT ORDER  -  FIRST     CLASS II
 QB0348
 QB0348.The horizontal coordinates were scaled from a topographic map and have
 QB0348.an estimated accuracy of +/- 6 seconds.
 QB0348
 QB0348.The orthometric height was determined by differential leveling
 QB0348.and adjusted by the National Geodetic Survey in June 1991..
 QB0348
 QB0348.The geoid height was determined by GEOID03.
 QB0348
 QB0348.The dynamic height is computed by dividing the NAVD 88
 QB0348.geopotential number by the normal gravity value computed on the
 QB0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0348.degrees latitude (g = 980.6199 gals.).
 QB0348
 QB0348.The modeled gravity was interpolated from observed gravity values.
 QB0348
 QB0348;                    North         East    Units  Estimated Accuracy
 QB0348;SPC ID W     -   288,400.      702,710.      MT  (+/- 180 meters Scaled)
 QB0348
 QB0348                          SUPERSEDED SURVEY CONTROL
 QB0348
 QB0348  NGVD 29 (??/??/92)  659.042  (m)         2162.21   (f) ADJ UNCH    1 2
 QB0348
 QB0348.Superseded values are not recommended for survey control.
 QB0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0348.See file dsdata.txt to determine how the superseded data were derived.
 QB0348
 QB0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK025003(NAD 83)
 QB0348_MARKER: DB = BENCH MARK DISK
 QB0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0348_SP_SET: BRIDGE
 QB0348_STAMPING: A 225 1941
 QB0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0348
 QB0348  HISTORY     - Date     Condition        Report By
 QB0348  HISTORY     - 1941     MONUMENTED       CGS
 QB0348  HISTORY     - 1965     GOOD             NGS
 QB0348  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0348  HISTORY     - 1983     MARK NOT FOUND   USGS
 QB0348
 QB0348                          STATION DESCRIPTION
 QB0348
 QB0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QB0348'IN WEISER.
 QB0348'AT WEISER IN THE NORTH CENTRAL PART OF TOWN, 100 FEET NORTH-NORTHWEST
 QB0348'OF THE NORTHWEST CORNER OF A FENCE AROUND THE STATE HIGHWAY
 QB0348'MAINTENANCE YARD, IN THE TOP OF THE NORTHEAST WING WALL OF A CONCRETE
 QB0348'BRIDGE OVER A CANAL, 16 FEET EAST OF THE CENTER OF U.S. HIGHWAY 95 AND
 QB0348'0.5 FOOT BELOW THE HIGHWAY.
 QB0348
 QB0348                          STATION RECOVERY (1983)
 QB0348
 QB0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0348'CONSIDER DESTROYED, THE OLD BRIDGE HAS BEEN TORN OUT.
 QB0348
 QB0348                          STATION RECOVERY (1983)
 QB0348
 QB0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0227 ***********************************************************************
 OY0227  DESIGNATION -  A 226
 OY0227  PID         -  OY0227
 OY0227  STATE/COUNTY-  ID/BINGHAM
 OY0227  USGS QUAD   -  BLACKFOOT (1971)
 OY0227
 OY0227                         *CURRENT SURVEY CONTROL
 OY0227  ___________________________________________________________________
 OY0227* NAD 83(1986)-  43 13 31.     (N)    112 17 47.     (W)     SCALED    
 OY0227* NAVD 88     -      1380.134  (meters)    4527.99   (feet)  ADJUSTED  
 OY0227  ___________________________________________________________________
 OY0227  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 OY0227  DYNAMIC HT  -        1379.386 (meters)    4525.54  (feet)  COMP
 OY0227  MODELED GRAV-     980,030.4   (mgal)                       NAVD 88
 OY0227
 OY0227  VERT ORDER  -  FIRST     CLASS I
 OY0227
 OY0227.The horizontal coordinates were scaled from a topographic map and have
 OY0227.an estimated accuracy of +/- 6 seconds.
 OY0227
 OY0227.The orthometric height was determined by differential leveling
 OY0227.and adjusted by the National Geodetic Survey in June 1991..
 OY0227
 OY0227.The geoid height was determined by GEOID03.
 OY0227
 OY0227.The dynamic height is computed by dividing the NAVD 88
 OY0227.geopotential number by the normal gravity value computed on the
 OY0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0227.degrees latitude (g = 980.6199 gals.).
 OY0227
 OY0227.The modeled gravity was interpolated from observed gravity values.
 OY0227
 OY0227;                    North         East    Units  Estimated Accuracy
 OY0227;SPC ID E     -   173,130.      189,460.      MT  (+/- 180 meters Scaled)
 OY0227
 OY0227                          SUPERSEDED SURVEY CONTROL
 OY0227
 OY0227  NGVD 29 (08/20/92) 1379.076  (m)         4524.52   (f) ADJUSTED    1 1
 OY0227
 OY0227.Superseded values are not recommended for survey control.
 OY0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0227.See file dsdata.txt to determine how the superseded data were derived.
 OY0227
 OY0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN947866(NAD 83)
 OY0227_MARKER: DB = BENCH MARK DISK
 OY0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0227_SP_SET: BRIDGE
 OY0227_STAMPING: A 226 1960
 OY0227_MARK LOGO: CGS   
 OY0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0227
 OY0227  HISTORY     - Date     Condition        Report By
 OY0227  HISTORY     - 1960     MONUMENTED       CGS
 OY0227  HISTORY     - 1967     GOOD             NGS
 OY0227  HISTORY     - 1983     GOOD             NGS
 OY0227
 OY0227                          STATION DESCRIPTION
 OY0227
 OY0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0227'3.45 MI NE FROM BLACKFOOT.
 OY0227'3.45 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0227'AT BLACKFOOT, 0.4 MILE SOUTHWEST OF MILEPOLE 162, AT THE JUNCTION OF
 OY0227'U.S. HIGHWAY 26, 91 AND 191 AND COTTONWOOD LANE, IN TOP OF THE NORTH
 OY0227'END OF THE SOUTH CONCRETE WING WALL OF A CONCRETE BRIDGE OVER A CANAL,
 OY0227'114.4 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTHWEST RAIL,
 OY0227'42 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET SOUTHWEST
 OY0227'OF THE CENTER LINE OF THE LANE, 0.9 FOOT SOUTHWEST OF THE SOUTHEAST
 OY0227'END OF A CONCRETE CURB FOR THE BRIDGE, AND ABOUT 1 FOOT LOWER THAN THE
 OY0227'TRACK AND THE HIGHWAY.
 OY0227
 OY0227                          STATION RECOVERY (1967)
 OY0227
 OY0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0227'RECOVERED IN GOOD CONDITION.
 OY0227
 OY0227                          STATION RECOVERY (1983)
 OY0227
 OY0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0181 ***********************************************************************
 OY0181  DESIGNATION -  A 227
 OY0181  PID         -  OY0181
 OY0181  STATE/COUNTY-  ID/BONNEVILLE
 OY0181  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0181
 OY0181                         *CURRENT SURVEY CONTROL
 OY0181  ___________________________________________________________________
 OY0181* NAD 83(1986)-  43 29 47.     (N)    112 02 04.     (W)     SCALED    
 OY0181* NAVD 88     -      1437.510  (meters)    4716.23   (feet)  ADJUSTED  
 OY0181  ___________________________________________________________________
 OY0181  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 OY0181  DYNAMIC HT  -        1436.755 (meters)    4713.75  (feet)  COMP
 OY0181  MODELED GRAV-     980,043.8   (mgal)                       NAVD 88
 OY0181
 OY0181  VERT ORDER  -  FIRST     CLASS II
 OY0181
 OY0181.The horizontal coordinates were scaled from a topographic map and have
 OY0181.an estimated accuracy of +/- 6 seconds.
 OY0181
 OY0181.The orthometric height was determined by differential leveling
 OY0181.and adjusted by the National Geodetic Survey in June 1991..
 OY0181
 OY0181.The geoid height was determined by GEOID03.
 OY0181
 OY0181.The dynamic height is computed by dividing the NAVD 88
 OY0181.geopotential number by the normal gravity value computed on the
 OY0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0181.degrees latitude (g = 980.6199 gals.).
 OY0181
 OY0181.The modeled gravity was interpolated from observed gravity values.
 OY0181
 OY0181;                    North         East    Units  Estimated Accuracy
 OY0181;SPC ID E     -   203,250.      210,690.      MT  (+/- 180 meters Scaled)
 OY0181
 OY0181                          SUPERSEDED SURVEY CONTROL
 OY0181
 OY0181  NGVD 29 (08/20/92) 1436.437  (m)         4712.71   (f) ADJUSTED    1 2
 OY0181
 OY0181.Superseded values are not recommended for survey control.
 OY0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0181.See file dsdata.txt to determine how the superseded data were derived.
 OY0181
 OY0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP163164(NAD 83)
 OY0181_MARKER: DB = BENCH MARK DISK
 OY0181_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OY0181_SP_SET: HEADWALL
 OY0181_STAMPING: A 227 1960
 OY0181_MARK LOGO: CGS   
 OY0181_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0181+STABILITY: SURFACE MOTION
 OY0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0181+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1992
 OY0181
 OY0181  HISTORY     - Date     Condition        Report By
 OY0181  HISTORY     - 1960     MONUMENTED       CGS
 OY0181  HISTORY     - 1968     GOOD             NGS
 OY0181  HISTORY     - 1978     GOOD             LOCSUR
 OY0181  HISTORY     - 1983     GOOD             NGS
 OY0181  HISTORY     - 19920702 GOOD             NGS
 OY0181
 OY0181                          STATION DESCRIPTION
 OY0181
 OY0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0181'IN IDAHO FALLS.
 OY0181'AT IDAHO FALLS, 0.2 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD
 OY0181'FROM THE PASSENGER STATION, IN THE TOP AND 1.0 FOOT NORTHEAST OF THE
 OY0181'SOUTHWEST END OF THE NORTHWEST CONCRETE CURB OF CONCRETE RAILROAD
 OY0181'OVERPASS OVER U.S. HIGHWAY 26, 91 AND 191, 5.8 FEET NORTHWEST OF THE
 OY0181'NORTHWEST RAIL OF THE NORTHWEST TRACK, AND ABOUT LEVEL WITH THE TRACK.
 OY0181
 OY0181                          STATION RECOVERY (1968)
 OY0181
 OY0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OY0181'RECOVERED IN GOOD CONDITION.
 OY0181
 OY0181                          STATION RECOVERY (1978)
 OY0181
 OY0181'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0181'RECOVERED IN GOOD CONDITION.
 OY0181
 OY0181                          STATION RECOVERY (1983)
 OY0181
 OY0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0181'RECOVERED IN GOOD CONDITION.
 OY0181
 OY0181                          STATION RECOVERY (1992)
 OY0181
 OY0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0181'IN IDAHO FALLS, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND
 OY0181'NORTH YELLOWSTONE AVENUE (U.S. HIGHWAY 20), IN TOP OF AND 0.3 M (1.0
 OY0181'FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL
 OY0181'OF THE RAILROAD BRIDGE SPANNING THE AVENUE, 11.1 M (36.4 FT)
 OY0181'SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE AVENUE,
 OY0181'1.8 M (5.9 FT) NORTHWEST OF THE NEAR RAIL, AND 0.1 M (0.3 FT) ABOVE
 OY0181'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0386 ***********************************************************************
 PY0386  DESIGNATION -  A 228
 PY0386  PID         -  PY0386
 PY0386  STATE/COUNTY-  ID/FREMONT
 PY0386  USGS QUAD   -  ASHTON (1965)
 PY0386
 PY0386                         *CURRENT SURVEY CONTROL
 PY0386  ___________________________________________________________________
 PY0386* NAD 83(1986)-  44 03 51.     (N)    111 27 37.     (W)     SCALED    
 PY0386* NAVD 88     -      1599.737  (meters)    5248.47   (feet)  POSTED    
 PY0386  ___________________________________________________________________
 PY0386  GEOID HEIGHT-         -10.42  (meters)                     GEOID03
 PY0386  DYNAMIC HT  -        1598.910 (meters)    5245.76  (feet)  COMP
 PY0386  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 PY0386
 PY0386  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0386
 PY0386.The horizontal coordinates were scaled from a topographic map and have
 PY0386.an estimated accuracy of +/- 6 seconds.
 PY0386
 PY0386.The orthometric height was determined by differential leveling
 PY0386.and adjusted by the National Geodetic Survey in 1992..
 PY0386.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0386.rate of 1.1 thru 2.0 mm/km.
 PY0386
 PY0386.The geoid height was determined by GEOID03.
 PY0386
 PY0386.The dynamic height is computed by dividing the NAVD 88
 PY0386.geopotential number by the normal gravity value computed on the
 PY0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0386.degrees latitude (g = 980.6199 gals.).
 PY0386
 PY0386.The modeled gravity was interpolated from observed gravity values.
 PY0386
 PY0386;                    North         East    Units  Estimated Accuracy
 PY0386;SPC ID E     -   266,570.      256,590.      MT  (+/- 180 meters Scaled)
 PY0386
 PY0386                          SUPERSEDED SURVEY CONTROL
 PY0386
 PY0386  NGVD 29 (??/??/92) 1598.666  (m)         5244.96   (f) ADJ UNCH    1 2
 PY0386
 PY0386.Superseded values are not recommended for survey control.
 PY0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0386.See file dsdata.txt to determine how the superseded data were derived.
 PY0386
 PY0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP631791(NAD 83)
 PY0386_MARKER: DB = BENCH MARK DISK
 PY0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0386_SP_SET: CULVERT
 PY0386_STAMPING: A 228 1960
 PY0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0386
 PY0386  HISTORY     - Date     Condition        Report By
 PY0386  HISTORY     - 1960     MONUMENTED       CGS
 PY0386  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0386
 PY0386                          STATION DESCRIPTION
 PY0386
 PY0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0386'0.7 MI SW FROM ASHTON.
 PY0386'0.7 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0386'AT ASHTON, OPPOSITE OF RAILROAD CULVERT 50.29, IN THE TOP AND 0.6 FOOT
 PY0386'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF
 PY0386'A 36-INCH PIPE CULVERT UNDER U.S. HIGHWAY 191, 61.9 FEET NORTHWEST OF
 PY0386'THE NORTHWEST RAIL, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PY0386'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN
 PY0386'THE TRACK.  NOTE-- U.S. HWY. 20, 191 WAS WIDENED, REALIGNED, AND
 PY0386'REGRADED IN THE SUMMER AND FALL OF 1963.  THE CONCRETE HEADWALL OF THE
 PY0386'CULVERT MENTIONED IN THE DESCRIPTION NOTES APPEARS TO BE OF RECENT
 PY0386'CONSTRUCTGION IT DOES NOT CONTAIN THE BENCH MARK DISK.
 PY0386
 PY0386                          STATION RECOVERY (1983)
 PY0386
 PY0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0409 ***********************************************************************
 PY0409  DESIGNATION -  A 229
 PY0409  PID         -  PY0409
 PY0409  STATE/COUNTY-  ID/FREMONT
 PY0409  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0409
 PY0409                         *CURRENT SURVEY CONTROL
 PY0409  ___________________________________________________________________
 PY0409* NAD 83(1986)-  44 08 42.     (N)    111 16 57.     (W)     SCALED    
 PY0409* NAVD 88     -      1692.634  (meters)    5553.25   (feet)  POSTED    
 PY0409  ___________________________________________________________________
 PY0409  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 PY0409  DYNAMIC HT  -        1691.700 (meters)    5550.19  (feet)  COMP
 PY0409  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 PY0409
 PY0409  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0409
 PY0409.The horizontal coordinates were scaled from a topographic map and have
 PY0409.an estimated accuracy of +/- 6 seconds.
 PY0409
 PY0409.The orthometric height was determined by differential leveling
 PY0409.and adjusted by the National Geodetic Survey in 1992..
 PY0409.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0409.rate of 1.1 thru 2.0 mm/km.
 PY0409
 PY0409.The geoid height was determined by GEOID03.
 PY0409
 PY0409.The dynamic height is computed by dividing the NAVD 88
 PY0409.geopotential number by the normal gravity value computed on the
 PY0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0409.degrees latitude (g = 980.6199 gals.).
 PY0409
 PY0409.The modeled gravity was interpolated from observed gravity values.
 PY0409
 PY0409;                    North         East    Units  Estimated Accuracy
 PY0409;SPC ID E     -   275,690.      270,740.      MT  (+/- 180 meters Scaled)
 PY0409
 PY0409                          SUPERSEDED SURVEY CONTROL
 PY0409
 PY0409  NGVD 29 (??/??/92) 1691.457  (m)         5549.39   (f) ADJ UNCH    1 2
 PY0409
 PY0409.Superseded values are not recommended for survey control.
 PY0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0409.See file dsdata.txt to determine how the superseded data were derived.
 PY0409
 PY0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP774880(NAD 83)
 PY0409_MARKER: DB = BENCH MARK DISK
 PY0409_SETTING: 66 = SET IN ROCK OUTCROP
 PY0409_SP_SET: ROCK OUTCROP
 PY0409_STAMPING: A 229 1960
 PY0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0409+STABILITY: POSITION/ELEVATION WELL
 PY0409
 PY0409  HISTORY     - Date     Condition        Report By
 PY0409  HISTORY     - 1960     MONUMENTED       CGS
 PY0409
 PY0409                          STATION DESCRIPTION
 PY0409
 PY0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0409'11.0 MI NE FROM ASHTON.
 PY0409'11.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0409'AT ASHTON, 1 POLE NORTH OF MILEPOST 62, ON THE INSIDE OF A CURVE, AT A
 PY0409'ROCK CUT, SET VERTICALLY IN THE EAST FACE OF A ROCK OUTCROP, 8.7 FEET
 PY0409'WEST OF THE WEST RAIL, AND ABOUT 1 1/2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0063 ***********************************************************************
 TO0063  DESIGNATION -  A 23
 TO0063  PID         -  TO0063
 TO0063  STATE/COUNTY-  ID/BOUNDARY
 TO0063  USGS QUAD   -  MOYIE SPRINGS (1996)
 TO0063
 TO0063                         *CURRENT SURVEY CONTROL
 TO0063  ___________________________________________________________________
 TO0063* NAD 83(1986)-  48 42 59.     (N)    116 08 50.     (W)     SCALED    
 TO0063* NAVD 88     -       550.847  (meters)    1807.24   (feet)  ADJUSTED  
 TO0063  ___________________________________________________________________
 TO0063  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TO0063  DYNAMIC HT  -         550.893 (meters)    1807.39  (feet)  COMP
 TO0063  MODELED GRAV-     980,678.7   (mgal)                       NAVD 88
 TO0063
 TO0063  VERT ORDER  -  FIRST     CLASS II
 TO0063
 TO0063.The horizontal coordinates were scaled from a topographic map and have
 TO0063.an estimated accuracy of +/- 6 seconds.
 TO0063
 TO0063.The orthometric height was determined by differential leveling
 TO0063.and adjusted by the National Geodetic Survey in June 1991..
 TO0063
 TO0063.The geoid height was determined by GEOID03.
 TO0063
 TO0063.The dynamic height is computed by dividing the NAVD 88
 TO0063.geopotential number by the normal gravity value computed on the
 TO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0063.degrees latitude (g = 980.6199 gals.).
 TO0063
 TO0063.The modeled gravity was interpolated from observed gravity values.
 TO0063
 TO0063;                    North         East    Units  Estimated Accuracy
 TO0063;SPC ID W     -   783,500.      770,770.      MT  (+/- 180 meters Scaled)
 TO0063
 TO0063                          SUPERSEDED SURVEY CONTROL
 TO0063
 TO0063  NGVD 29 (??/??/92)  549.658  (m)         1803.34   (f) ADJ UNCH    1 2
 TO0063
 TO0063.Superseded values are not recommended for survey control.
 TO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0063.See file dsdata.txt to determine how the superseded data were derived.
 TO0063
 TO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP627962(NAD 83)
 TO0063_MARKER: DB = BENCH MARK DISK
 TO0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0063_SP_SET: TUNNEL
 TO0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0063
 TO0063  HISTORY     - Date     Condition        Report By
 TO0063  HISTORY     - UNK      MONUMENTED       CGS
 TO0063  HISTORY     - 1933     GOOD             NGS
 TO0063
 TO0063                          STATION DESCRIPTION
 TO0063
 TO0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TO0063'8.73 MI E FROM BONNERS FERRY.
 TO0063'ON THE GREAT NORTHERN RAILROAD, 2000 FEET EAST OF MILE POLE 1360, IN
 TO0063'FACE OF WEST PORTAL OF TUNNEL NO. 9, 7 FEET NORTH OF RAILROAD TRACK,
 TO0063'SET VERTICALLY 4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0387 ***********************************************************************
 QA0387  DESIGNATION -  A 230
 QA0387  PID         -  QA0387
 QA0387  STATE/COUNTY-  ID/BOISE
 QA0387  USGS QUAD   -  PINE FLAT (1972)
 QA0387
 QA0387                         *CURRENT SURVEY CONTROL
 QA0387  ___________________________________________________________________
 QA0387* NAD 83(1986)-  44 06 56.     (N)    115 44 03.     (W)     SCALED    
 QA0387* NAVD 88     -      1483.381  (meters)    4866.73   (feet)  ADJUSTED  
 QA0387  ___________________________________________________________________
 QA0387  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 QA0387  DYNAMIC HT  -        1482.612 (meters)    4864.20  (feet)  COMP
 QA0387  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 QA0387
 QA0387  VERT ORDER  -  SECOND    CLASS 0
 QA0387
 QA0387.The horizontal coordinates were scaled from a topographic map and have
 QA0387.an estimated accuracy of +/- 6 seconds.
 QA0387
 QA0387.The orthometric height was determined by differential leveling
 QA0387.and adjusted by the National Geodetic Survey in June 1991..
 QA0387
 QA0387.The geoid height was determined by GEOID03.
 QA0387
 QA0387.The dynamic height is computed by dividing the NAVD 88
 QA0387.geopotential number by the normal gravity value computed on the
 QA0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0387.degrees latitude (g = 980.6199 gals.).
 QA0387
 QA0387.The modeled gravity was interpolated from observed gravity values.
 QA0387
 QA0387;                    North         East    Units  Estimated Accuracy
 QA0387;SPC ID W     -   272,030.      801,270.      MT  (+/- 180 meters Scaled)
 QA0387
 QA0387                          SUPERSEDED SURVEY CONTROL
 QA0387
 QA0387  NGVD 29 (??/??/92) 1482.189  (m)         4862.82   (f) ADJ UNCH    2 0
 QA0387
 QA0387.Superseded values are not recommended for survey control.
 QA0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0387.See file dsdata.txt to determine how the superseded data were derived.
 QA0387
 QA0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ012854(NAD 83)
 QA0387_MARKER: DB = BENCH MARK DISK
 QA0387_SETTING: 80 = SET IN A BOULDER
 QA0387_SP_SET: BOULDER
 QA0387_STAMPING: A 230 1960
 QA0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0387+STABILITY: SURFACE MOTION
 QA0387
 QA0387  HISTORY     - Date     Condition        Report By
 QA0387  HISTORY     - 1960     MONUMENTED       CGS
 QA0387
 QA0387                          STATION DESCRIPTION
 QA0387
 QA0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0387'14.75 MI NW FROM LOWMAN.
 QA0387'10.3 MILES WEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 QA0387'HIGHWAY 21 AT LOWMAN, THENCE 4.45 MILES NORTH ALONG DEADWOOD RIVER
 QA0387'ROAD, AT THE NORTHEAST END OF A ROCK COVERED FLAT, IN TOP OF A 3-BY
 QA0387'4-FOOT FLAT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 22
 QA0387'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 28 FEET NORTHWEST OF
 QA0387'THE NORTHWEST BANK OF A CREEK, 2.0 FEET NORTH-NORTHWEST OF A WITNESS
 QA0387'POST, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0419 ***********************************************************************
 QA0419  DESIGNATION -  A 231
 QA0419  PID         -  QA0419
 QA0419  STATE/COUNTY-  ID/VALLEY
 QA0419  USGS QUAD   -  DEADWOOD RESERVOIR (1988)
 QA0419
 QA0419                         *CURRENT SURVEY CONTROL
 QA0419  ___________________________________________________________________
 QA0419* NAD 83(1986)-  44 17 30.     (N)    115 38 30.     (W)     SCALED    
 QA0419* NAVD 88     -      1578.480  (meters)    5178.73   (feet)  ADJUSTED  
 QA0419  ___________________________________________________________________
 QA0419  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 QA0419  DYNAMIC HT  -        1577.632 (meters)    5175.95  (feet)  COMP
 QA0419  MODELED GRAV-     980,026.3   (mgal)                       NAVD 88
 QA0419
 QA0419  VERT ORDER  -  SECOND    CLASS 0
 QA0419
 QA0419.The horizontal coordinates were scaled from a topographic map and have
 QA0419.an estimated accuracy of +/- 6 seconds.
 QA0419
 QA0419.The orthometric height was determined by differential leveling
 QA0419.and adjusted by the National Geodetic Survey in June 1991..
 QA0419
 QA0419.The geoid height was determined by GEOID03.
 QA0419
 QA0419.The dynamic height is computed by dividing the NAVD 88
 QA0419.geopotential number by the normal gravity value computed on the
 QA0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0419.degrees latitude (g = 980.6199 gals.).
 QA0419
 QA0419.The modeled gravity was interpolated from observed gravity values.
 QA0419
 QA0419;                    North         East    Units  Estimated Accuracy
 QA0419;SPC ID W     -   291,600.      808,650.      MT  (+/- 180 meters Scaled)
 QA0419
 QA0419                          SUPERSEDED SURVEY CONTROL
 QA0419
 QA0419  NGVD 29 (??/??/92) 1577.240  (m)         5174.66   (f) ADJ UNCH    2 0
 QA0419
 QA0419.Superseded values are not recommended for survey control.
 QA0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0419.See file dsdata.txt to determine how the superseded data were derived.
 QA0419
 QA0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK083051(NAD 83)
 QA0419_MARKER: DB = BENCH MARK DISK
 QA0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0419_SP_SET: ABUTMENT
 QA0419_STAMPING: A 231 1960
 QA0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0419
 QA0419  HISTORY     - Date     Condition        Report By
 QA0419  HISTORY     - 1960     MONUMENTED       CGS
 QA0419
 QA0419                          STATION DESCRIPTION
 QA0419
 QA0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0419'0.3 MI E FROM DEADWOOD DAM.
 QA0419'0.3 MILE EAST ALONG DEADWOOD ROAD FROM THE SOUTH END OF DEADWOOD DAM,
 QA0419'AT THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER DEADWOOD RIVER, IN TOP
 QA0419'OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT, 9 FEET EAST OF THE
 QA0419'CENTER LINE OF THE ROAD, 1 0 FOOT EAST OF THE SOUTHEAST CORNER OF THE
 QA0419'BRIDGE, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0548 ***********************************************************************
 OX0548  DESIGNATION -  A 231 1
 OX0548  PID         -  OX0548
 OX0548  STATE/COUNTY-  ID/JEFFERSON
 OX0548  USGS QUAD   -  POPLAR (1979)
 OX0548
 OX0548                         *CURRENT SURVEY CONTROL
 OX0548  ___________________________________________________________________
 OX0548* NAD 83(1986)-  43 37 28.     (N)    111 40 08.     (W)     SCALED    
 OX0548* NAVD 88     -      1533.073  (meters)    5029.76   (feet)  ADJUSTED  
 OX0548  ___________________________________________________________________
 OX0548  GEOID HEIGHT-         -10.79  (meters)                     GEOID03
 OX0548  DYNAMIC HT  -        1532.238 (meters)    5027.02  (feet)  COMP
 OX0548  MODELED GRAV-     980,021.3   (mgal)                       NAVD 88
 OX0548
 OX0548  VERT ORDER  -  SECOND    CLASS 0
 OX0548
 OX0548.The horizontal coordinates were scaled from a topographic map and have
 OX0548.an estimated accuracy of +/- 6 seconds.
 OX0548
 OX0548.The orthometric height was determined by differential leveling
 OX0548.and adjusted by the National Geodetic Survey in June 1991..
 OX0548
 OX0548.The geoid height was determined by GEOID03.
 OX0548
 OX0548.The dynamic height is computed by dividing the NAVD 88
 OX0548.geopotential number by the normal gravity value computed on the
 OX0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0548.degrees latitude (g = 980.6199 gals.).
 OX0548
 OX0548.The modeled gravity was interpolated from observed gravity values.
 OX0548
 OX0548;                    North         East    Units  Estimated Accuracy
 OX0548;SPC ID E     -   217,590.      240,170.      MT  (+/- 180 meters Scaled)
 OX0548
 OX0548                          SUPERSEDED SURVEY CONTROL
 OX0548
 OX0548  NGVD 29 (??/??/92) 1531.944  (m)         5026.05   (f) ADJ UNCH    2 0
 OX0548
 OX0548.Superseded values are not recommended for survey control.
 OX0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0548.See file dsdata.txt to determine how the superseded data were derived.
 OX0548
 OX0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP460303(NAD 83)
 OX0548_MARKER: S = SPIKE
 OX0548_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0548_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0548
 OX0548  HISTORY     - Date     Condition        Report By
 OX0548  HISTORY     - UNK      MONUMENTED       DOD
 OX0548  HISTORY     - 1945     GOOD             NGS
 OX0548
 OX0548                          STATION DESCRIPTION
 OX0548
 OX0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0548'1.2 MI NE FROM POPLAR.
 OX0548'0.4 MILE NORTH ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, 0.8 MILE
 OX0548'EAST ALONG COUNTY ROAD, ABOUT 0.2 MILE WEST OF THE OLD FERRY SITE, IN
 OX0548'A BRUSH FIELD AND PASTURE, ABOUT 250 FEET SOUTHWEST OF RIVER BANK, 75
 OX0548'FEET SOUTHWEST OF CENTER-LINE OF ROAD.  A USE SPIKE CEMENTED IN A
 OX0548'2-INCH IRON PIPE AND PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0547 ***********************************************************************
 OX0547  DESIGNATION -  A 231 2
 OX0547  PID         -  OX0547
 OX0547  STATE/COUNTY-  ID/JEFFERSON
 OX0547  USGS QUAD   -  POPLAR (1979)
 OX0547
 OX0547                         *CURRENT SURVEY CONTROL
 OX0547  ___________________________________________________________________
 OX0547* NAD 83(1986)-  43 37 29.     (N)    111 40 18.     (W)     SCALED    
 OX0547* NAVD 88     -      1532.133  (meters)    5026.67   (feet)  ADJUSTED  
 OX0547  ___________________________________________________________________
 OX0547  GEOID HEIGHT-         -10.79  (meters)                     GEOID03
 OX0547  DYNAMIC HT  -        1531.302 (meters)    5023.95  (feet)  COMP
 OX0547  MODELED GRAV-     980,022.8   (mgal)                       NAVD 88
 OX0547
 OX0547  VERT ORDER  -  SECOND    CLASS 0
 OX0547
 OX0547.The horizontal coordinates were scaled from a topographic map and have
 OX0547.an estimated accuracy of +/- 6 seconds.
 OX0547
 OX0547.The orthometric height was determined by differential leveling
 OX0547.and adjusted by the National Geodetic Survey in June 1991..
 OX0547
 OX0547.The geoid height was determined by GEOID03.
 OX0547
 OX0547.The dynamic height is computed by dividing the NAVD 88
 OX0547.geopotential number by the normal gravity value computed on the
 OX0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0547.degrees latitude (g = 980.6199 gals.).
 OX0547
 OX0547.The modeled gravity was interpolated from observed gravity values.
 OX0547
 OX0547;                    North         East    Units  Estimated Accuracy
 OX0547;SPC ID E     -   217,620.      239,950.      MT  (+/- 180 meters Scaled)
 OX0547
 OX0547                          SUPERSEDED SURVEY CONTROL
 OX0547
 OX0547  NGVD 29 (??/??/92) 1531.007  (m)         5022.98   (f) ADJ UNCH    2 0
 OX0547
 OX0547.Superseded values are not recommended for survey control.
 OX0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0547.See file dsdata.txt to determine how the superseded data were derived.
 OX0547
 OX0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP458304(NAD 83)
 OX0547_MARKER: S = SPIKE
 OX0547_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0547_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0547
 OX0547  HISTORY     - Date     Condition        Report By
 OX0547  HISTORY     - UNK      MONUMENTED       DOD
 OX0547
 OX0547                          STATION DESCRIPTION
 OX0547
 OX0547'DESCRIBED BY US DEPARTMENT OF DEFENSE UNK
 OX0547'1.1 MI NE FROM POPLAR.
 OX0547'0.4 MILE NORTH ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, 0.7 MILE
 OX0547'EAST ALONG COUNTY ROAD, AT A CATTLE GUARD, ABOUT 50 FEET
 OX0547'WEST-SOUTHWEST OF THE CATTLE GUARD, 25 FEET SOUTH OF CENTER-LINE OF
 OX0547'THE ROAD, 2 FEET NORTH OF FENCE.  A USE SPIKE CEMENTED IN A 2-INCH
 OX0547'IRON PIPE AND PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0358 ***********************************************************************
 PY0358  DESIGNATION -  A 232
 PY0358  PID         -  PY0358
 PY0358  STATE/COUNTY-  ID/FREMONT
 PY0358  USGS QUAD   -  BIG SPRINGS (1964)
 PY0358
 PY0358                         *CURRENT SURVEY CONTROL
 PY0358  ___________________________________________________________________
 PY0358* NAD 83(1986)-  44 30 44.     (N)    111 15 09.     (W)     SCALED    
 PY0358* NAVD 88     -      1966.570  (meters)    6451.99   (feet)  POSTED    
 PY0358  ___________________________________________________________________
 PY0358  GEOID HEIGHT-          -9.13  (meters)                     GEOID03
 PY0358  DYNAMIC HT  -        1965.460 (meters)    6448.35  (feet)  COMP
 PY0358  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 PY0358
 PY0358  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0358
 PY0358.The horizontal coordinates were scaled from a topographic map and have
 PY0358.an estimated accuracy of +/- 6 seconds.
 PY0358
 PY0358.The orthometric height was determined by differential leveling
 PY0358.and adjusted by the National Geodetic Survey in 1992..
 PY0358.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0358.rate of 4.1 thru 8.0 mm/km.
 PY0358
 PY0358.The geoid height was determined by GEOID03.
 PY0358
 PY0358.The dynamic height is computed by dividing the NAVD 88
 PY0358.geopotential number by the normal gravity value computed on the
 PY0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0358.degrees latitude (g = 980.6199 gals.).
 PY0358
 PY0358.The modeled gravity was interpolated from observed gravity values.
 PY0358
 PY0358;                    North         East    Units  Estimated Accuracy
 PY0358;SPC ID E     -   316,520.      272,680.      MT  (+/- 180 meters Scaled)
 PY0358
 PY0358                          SUPERSEDED SURVEY CONTROL
 PY0358
 PY0358  NGVD 29 (??/??/92) 1965.233  (m)         6447.60   (f) ADJ UNCH    1 2
 PY0358
 PY0358.Superseded values are not recommended for survey control.
 PY0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0358.See file dsdata.txt to determine how the superseded data were derived.
 PY0358
 PY0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ799287(NAD 83)
 PY0358_MARKER: DB = BENCH MARK DISK
 PY0358_SETTING: 80 = SET IN A BOULDER
 PY0358_STAMPING: A 232 1960
 PY0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0358+STABILITY: SURFACE MOTION
 PY0358
 PY0358  HISTORY     - Date     Condition        Report By
 PY0358  HISTORY     - 1960     MONUMENTED       CGS
 PY0358  HISTORY     - 1967     GOOD             NGS
 PY0358
 PY0358                          STATION DESCRIPTION
 PY0358
 PY0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0358'0.7 MI NE FROM BIG SPRINGS.
 PY0358'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0358'AT BIG SPRINGS, 341 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST END OF
 PY0358'BRIDGE 91.71, IN TOP OF A BOULDER, 40.7 FEET SOUTHEAST OF THE
 PY0358'SOUTHEAST RAIL, 97 FEET NORTHEAST OF THE NORTHEAST END OF THE FIRST
 PY0358'CUT NORTHEAST OF BIG SPRINGS, 37 FEET SOUTHWEST OF A TELEGRAPH POLE
 PY0358'AND ABOUT LEVEL WITH THE TRACK.
 PY0358
 PY0358                          STATION RECOVERY (1967)
 PY0358
 PY0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0598 ***********************************************************************
 OX0598  DESIGNATION -  A 232
 OX0598  PID         -  OX0598
 OX0598  STATE/COUNTY-  ID/JEFFERSON
 OX0598  USGS QUAD   -  RIGBY (1979)
 OX0598
 OX0598                         *CURRENT SURVEY CONTROL
 OX0598  ___________________________________________________________________
 OX0598* NAD 83(1986)-  43 44 34.     (N)    111 54 15.     (W)     SCALED    
 OX0598* NAVD 88     -      1475.539  (meters)    4841.00   (feet)  ADJUSTED  
 OX0598  ___________________________________________________________________
 OX0598  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 OX0598  DYNAMIC HT  -        1474.773 (meters)    4838.48  (feet)  COMP
 OX0598  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 OX0598
 OX0598  VERT ORDER  -  SECOND    CLASS 0
 OX0598
 OX0598.The horizontal coordinates were scaled from a topographic map and have
 OX0598.an estimated accuracy of +/- 6 seconds.
 OX0598
 OX0598.The orthometric height was determined by differential leveling
 OX0598.and adjusted by the National Geodetic Survey in June 1991..
 OX0598
 OX0598.The geoid height was determined by GEOID03.
 OX0598
 OX0598.The dynamic height is computed by dividing the NAVD 88
 OX0598.geopotential number by the normal gravity value computed on the
 OX0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0598.degrees latitude (g = 980.6199 gals.).
 OX0598
 OX0598.The modeled gravity was interpolated from observed gravity values.
 OX0598
 OX0598;                    North         East    Units  Estimated Accuracy
 OX0598;SPC ID E     -   230,650.      221,140.      MT  (+/- 180 meters Scaled)
 OX0598
 OX0598                          SUPERSEDED SURVEY CONTROL
 OX0598
 OX0598  NGVD 29 (??/??/92) 1474.440  (m)         4837.39   (f) ADJ UNCH    2 0
 OX0598
 OX0598.Superseded values are not recommended for survey control.
 OX0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0598.See file dsdata.txt to determine how the superseded data were derived.
 OX0598
 OX0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP271437(NAD 83)
 OX0598_MARKER: DD = SURVEY DISK
 OX0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0598_STAMPING: 232 A 1944
 OX0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0598+STABILITY: SURFACE MOTION
 OX0598
 OX0598  HISTORY     - Date     Condition        Report By
 OX0598  HISTORY     - 1944     MONUMENTED       DOD
 OX0598  HISTORY     - 1945     GOOD             NGS
 OX0598  HISTORY     - 1983     MARK NOT FOUND   NGS
 OX0598  HISTORY     - 20051205 MARK NOT FOUND   IDTD
 OX0598
 OX0598                          STATION DESCRIPTION
 OX0598
 OX0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0598'2.8 MI NW FROM LORENZO.
 OX0598'1.8 MILES WEST ALONG COUNTY ROAD FROM THE POST OFFICE AT LORENZO,
 OX0598'THENCE 1.0 MILE NORTH, SET ON OUTSIDE OF CURVE WITH TANGENTS LEADING
 OX0598'SOUTH AND WEST, 34 FEET NORTHEAST OF CENTER-LINE OF ROAD, 12 FEET
 OX0598'SOUTHEAST OF THE EAST GATE POST OF NORTH GATE, 14 FEET NORTHWEST OF
 OX0598'NORTH GATE POST OF THE EAST GATE, 1.3 FEET WEST OF REFERENCE POST.  A
 OX0598'USE BRONZE BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 OX0598'ABOUT 0.5 FOOT ABOVE THE GROUND.
 OX0598
 OX0598                          STATION RECOVERY (1983)
 OX0598
 OX0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0598'MARK NOT FOUND.
 OX0598
 OX0598                          STATION RECOVERY (2005)
 OX0598
 OX0598'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (JCH)
 OX0598'MARK NOT FOUND. THERE IS A NEWER DRIVEWAY IN THE AREA WHERE THE MARK
 OX0598'WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0088 ***********************************************************************
 QA0088  DESIGNATION -  A 233
 QA0088  PID         -  QA0088
 QA0088  STATE/COUNTY-  ID/CUSTER
 QA0088  USGS QUAD   -  BAYHORSE (1963)
 QA0088
 QA0088                         *CURRENT SURVEY CONTROL
 QA0088  ___________________________________________________________________
 QA0088* NAD 83(1986)-  44 28 57.     (N)    114 19 27.     (W)     SCALED    
 QA0088* NAVD 88     -      1927.669  (meters)    6324.36   (feet)  ADJUSTED  
 QA0088  ___________________________________________________________________
 QA0088  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 QA0088  DYNAMIC HT  -        1926.549 (meters)    6320.69  (feet)  COMP
 QA0088  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 QA0088
 QA0088  VERT ORDER  -  SECOND    CLASS 0
 QA0088
 QA0088.The horizontal coordinates were scaled from a topographic map and have
 QA0088.an estimated accuracy of +/- 6 seconds.
 QA0088
 QA0088.The orthometric height was determined by differential leveling
 QA0088.and adjusted by the National Geodetic Survey in June 1991..
 QA0088
 QA0088.The geoid height was determined by GEOID03.
 QA0088
 QA0088.The dynamic height is computed by dividing the NAVD 88
 QA0088.geopotential number by the normal gravity value computed on the
 QA0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0088.degrees latitude (g = 980.6199 gals.).
 QA0088
 QA0088.The modeled gravity was interpolated from observed gravity values.
 QA0088
 QA0088;                    North         East    Units  Estimated Accuracy
 QA0088;SPC ID C     -   312,860.      474,210.      MT  (+/- 180 meters Scaled)
 QA0088
 QA0088                          SUPERSEDED SURVEY CONTROL
 QA0088
 QA0088  NGVD 29 (??/??/92) 1926.358  (m)         6320.06   (f) ADJ UNCH    2 0
 QA0088
 QA0088.Superseded values are not recommended for survey control.
 QA0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0088.See file dsdata.txt to determine how the superseded data were derived.
 QA0088
 QA0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK127289(NAD 83)
 QA0088_MARKER: DB = BENCH MARK DISK
 QA0088_SETTING: 66 = SET IN ROCK OUTCROP
 QA0088_SP_SET: ROCK OUTCROP
 QA0088_STAMPING: A 233 1960
 QA0088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0088+STABILITY: POSITION/ELEVATION WELL
 QA0088
 QA0088  HISTORY     - Date     Condition        Report By
 QA0088  HISTORY     - 1960     MONUMENTED       CGS
 QA0088
 QA0088                          STATION DESCRIPTION
 QA0088
 QA0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0088'5.1 MI W FROM CHALLIS.
 QA0088'5.1 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0088'AT CHALLIS, 0.4 MILE SOUTHWEST OF THE JUNCTION OF GARDEN CREEK ROAD,
 QA0088'0.05 MILE SOUTH OF THE CROSSING OF DAUGHTERTY SPRING AND THE CROSSING
 QA0088'OF A TRACK ROAD, ON THE OUTSIDE OF A CURVE, IN TOP OF A 3 1/2-BY
 QA0088'7-FOOT ROCK OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 49
 QA0088'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4.3 FEET NORTHWEST OF A
 QA0088'WITNESS POST, AND ABOUT 2 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0162 ***********************************************************************
 QA0162  DESIGNATION -  A 234
 QA0162  PID         -  QA0162
 QA0162  STATE/COUNTY-  ID/CUSTER
 QA0162  USGS QUAD   -  ELEVENMILE CREEK (1963)
 QA0162
 QA0162                         *CURRENT SURVEY CONTROL
 QA0162  ___________________________________________________________________
 QA0162* NAD 83(1986)-  44 25 54.     (N)    114 36 58.     (W)     SCALED    
 QA0162* NAVD 88     -      2091.987  (meters)    6863.46   (feet)  ADJUSTED  
 QA0162  ___________________________________________________________________
 QA0162  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 QA0162  DYNAMIC HT  -        2090.700 (meters)    6859.24  (feet)  COMP
 QA0162  MODELED GRAV-     979,928.2   (mgal)                       NAVD 88
 QA0162
 QA0162  VERT ORDER  -  SECOND    CLASS 0
 QA0162
 QA0162.The horizontal coordinates were scaled from a topographic map and have
 QA0162.an estimated accuracy of +/- 6 seconds.
 QA0162
 QA0162.The orthometric height was determined by differential leveling
 QA0162.and adjusted by the National Geodetic Survey in June 1991..
 QA0162
 QA0162.The geoid height was determined by GEOID03.
 QA0162
 QA0162.The dynamic height is computed by dividing the NAVD 88
 QA0162.geopotential number by the normal gravity value computed on the
 QA0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0162.degrees latitude (g = 980.6199 gals.).
 QA0162
 QA0162.The modeled gravity was interpolated from observed gravity values.
 QA0162
 QA0162;                    North         East    Units  Estimated Accuracy
 QA0162;SPC ID C     -   307,340.      450,950.      MT  (+/- 180 meters Scaled)
 QA0162
 QA0162                          SUPERSEDED SURVEY CONTROL
 QA0162
 QA0162  NGVD 29 (??/??/92) 2090.629  (m)         6859.01   (f) ADJ UNCH    2 0
 QA0162
 QA0162.Superseded values are not recommended for survey control.
 QA0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0162.See file dsdata.txt to determine how the superseded data were derived.
 QA0162
 QA0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK897225(NAD 83)
 QA0162_MARKER: DB = BENCH MARK DISK
 QA0162_SETTING: 80 = SET IN A BOULDER
 QA0162_STAMPING: A 234 1960
 QA0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0162+STABILITY: SURFACE MOTION
 QA0162
 QA0162  HISTORY     - Date     Condition        Report By
 QA0162  HISTORY     - 1960     MONUMENTED       CGS
 QA0162
 QA0162                          STATION DESCRIPTION
 QA0162
 QA0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0162'16.25 MI NE FROM SUNBEAM.
 QA0162'16.25 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE
 QA0162'AND STORE AT SUNBEAM, IN A SMALL CLEARING, IN TOP OF A 1 1/2-BY 3-FOOT
 QA0162'GRANITE BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 24 FEET
 QA0162'WEST OF THE CENTER LINE OF THE ROAD, 3.8 FEET WEST OF A WITNESS POST,
 QA0162'AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0398 ***********************************************************************
 PY0398  DESIGNATION -  A 234
 PY0398  PID         -  PY0398
 PY0398  STATE/COUNTY-  ID/FREMONT
 PY0398  USGS QUAD   -  WARM RIVER (1965)
 PY0398
 PY0398                         *CURRENT SURVEY CONTROL
 PY0398  ___________________________________________________________________
 PY0398* NAD 83(1986)-  44 05 34.     (N)    111 20 24.     (W)     SCALED    
 PY0398* NAVD 88     -      1689.363  (meters)    5542.52   (feet)  POSTED    
 PY0398  ___________________________________________________________________
 PY0398  GEOID HEIGHT-         -10.20  (meters)                     GEOID03
 PY0398  DYNAMIC HT  -        1688.460 (meters)    5539.56  (feet)  COMP
 PY0398  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 PY0398
 PY0398  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PY0398
 PY0398.The horizontal coordinates were scaled from a topographic map and have
 PY0398.an estimated accuracy of +/- 6 seconds.
 PY0398
 PY0398.The orthometric height was determined by differential leveling
 PY0398.and adjusted by the National Geodetic Survey in 1992..
 PY0398.No vertical observational check was made to the station.
 PY0398.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PY0398.was located on a no-check spur therefore a value was not computed.
 PY0398
 PY0398.The geoid height was determined by GEOID03.
 PY0398
 PY0398.The dynamic height is computed by dividing the NAVD 88
 PY0398.geopotential number by the normal gravity value computed on the
 PY0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0398.degrees latitude (g = 980.6199 gals.).
 PY0398
 PY0398.The modeled gravity was interpolated from observed gravity values.
 PY0398
 PY0398;                    North         East    Units  Estimated Accuracy
 PY0398;SPC ID E     -   269,840.      266,200.      MT  (+/- 180 meters Scaled)
 PY0398
 PY0398                          SUPERSEDED SURVEY CONTROL
 PY0398
 PY0398  NGVD 29 (??/??/92) 1688.24   (m)         5538.8    (f) COMPUTED    2 0
 PY0398
 PY0398.Superseded values are not recommended for survey control.
 PY0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0398.See file dsdata.txt to determine how the superseded data were derived.
 PY0398
 PY0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP727822(NAD 83)
 PY0398_MARKER: DD = SURVEY DISK
 PY0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0398_STAMPING: A 234 1946
 PY0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0398+STABILITY: SURFACE MOTION
 PY0398
 PY0398  HISTORY     - Date     Condition        Report By
 PY0398  HISTORY     - 1946     MONUMENTED       DOD
 PY0398
 PY0398                          STATION DESCRIPTION
 PY0398
 PY0398'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0398'6.5 MI E FROM ASHTON.
 PY0398'6.5 MILES EAST ALONG U. S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0398'0.6 MILE NORTH OF THE JUNCTION OF A ROAD LEADING EAST TO CAVE FALLS,
 PY0398'0.6 MILE SOUTH OF THE WARM RIVER SCHOOLHOUSE, 45 FEET EAST OF THE
 PY0398'CENTER LINE OF THE HIGHWAY, 3 FEET WEST OF THE INTERSECTION OF THE
 PY0398'RIGHT-OF-WAY FENCE AND AN EAST-AND-WEST FENCE, AND 2 FEET WEST OF A
 PY0398'WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 PY0398'DISK, STAMPED A 234 1946 AND SET IN THE TOP OF A CONCRETE POST
 PY0398'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0490 ***********************************************************************
 PY0490  DESIGNATION -  A 235
 PY0490  PID         -  PY0490
 PY0490  STATE/COUNTY-  ID/FREMONT
 PY0490  USGS QUAD   -  LAST CHANCE (1964)
 PY0490
 PY0490                         *CURRENT SURVEY CONTROL
 PY0490  ___________________________________________________________________
 PY0490* NAD 83(1986)-  44 20 49.     (N)    111 25 37.     (W)     SCALED    
 PY0490* NAVD 88     -      1874.612  (meters)    6150.29   (feet)  ADJUSTED  
 PY0490  ___________________________________________________________________
 PY0490  GEOID HEIGHT-          -9.71  (meters)                     GEOID03
 PY0490  DYNAMIC HT  -        1873.575 (meters)    6146.89  (feet)  COMP
 PY0490  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 PY0490
 PY0490  VERT ORDER  -  FIRST     CLASS II
 PY0490
 PY0490.The horizontal coordinates were scaled from a topographic map and have
 PY0490.an estimated accuracy of +/- 6 seconds.
 PY0490
 PY0490.The orthometric height was determined by differential leveling
 PY0490.and adjusted by the National Geodetic Survey in June 1991..
 PY0490
 PY0490.The geoid height was determined by GEOID03.
 PY0490
 PY0490.The dynamic height is computed by dividing the NAVD 88
 PY0490.geopotential number by the normal gravity value computed on the
 PY0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0490.degrees latitude (g = 980.6199 gals.).
 PY0490
 PY0490.The modeled gravity was interpolated from observed gravity values.
 PY0490
 PY0490;                    North         East    Units  Estimated Accuracy
 PY0490;SPC ID E     -   298,010.      258,980.      MT  (+/- 180 meters Scaled)
 PY0490
 PY0490                          SUPERSEDED SURVEY CONTROL
 PY0490
 PY0490  NGVD 29 (08/20/92) 1873.440  (m)         6146.44   (f) ADJUSTED    1 2
 PY0490
 PY0490.Superseded values are not recommended for survey control.
 PY0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0490.See file dsdata.txt to determine how the superseded data were derived.
 PY0490
 PY0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ659104(NAD 83)
 PY0490_MARKER: DD = SURVEY DISK
 PY0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0490_STAMPING: A 235 1946
 PY0490_MARK LOGO: USE   
 PY0490_PROJECTION: PROJECTING 10 CENTIMETERS
 PY0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0490+STABILITY: SURFACE MOTION
 PY0490
 PY0490  HISTORY     - Date     Condition        Report By
 PY0490  HISTORY     - 1946     MONUMENTED       DOD
 PY0490  HISTORY     - 1983     GOOD             NGS
 PY0490
 PY0490                          STATION DESCRIPTION
 PY0490
 PY0490'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0490'29.6 MI N FROM ASHTON.
 PY0490'29.6 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0490'1.6 MILES NORTH OF A ROAD LEADING WEST TO OSBORNE BRIDGE, 0.6 MILE
 PY0490'NORTH OF A ROAD LEADING WEST, 21 FEET WEST OF THE HIGHWAY, AND 2 FEET
 PY0490'EAST OF A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY,
 PY0490'STANDARD DISK, STAMPED A 235 1946 AND SET IN THE TOP OF A CONCRETE
 PY0490'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 PY0490
 PY0490                          STATION RECOVERY (1983)
 PY0490
 PY0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0490'RECOVERED IN GOOD CONDITION.
 PY0490'A NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY
 PY0490'47 FROM THE UNION PACIFIC RAILROAD STATION IN ASHTON, THENCE 0.6 KM
 PY0490'(0.35 MI) NORTH ALONG A PAVED ROAD, 6.4 METERS 21.0 FT) NORTHWEST OF
 PY0490'THE CENTER OF THE ROAD, AND 0.6 METERS (2.0 FT) EAST OF A WOODEN
 PY0490'WITNESS POST.
 PY0490'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PY0490'THE MARK IS 1.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0244 ***********************************************************************
 RZ0244  DESIGNATION -  A 24
 RZ0244  PID         -  RZ0244
 RZ0244  STATE/COUNTY-  ID/NEZ PERCE
 RZ0244  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ0244
 RZ0244                         *CURRENT SURVEY CONTROL
 RZ0244  ___________________________________________________________________
 RZ0244* NAD 83(1986)-  46 22 20.     (N)    116 41 07.     (W)     SCALED    
 RZ0244* NAVD 88     -       486.940  (meters)    1597.57   (feet)  ADJUSTED  
 RZ0244  ___________________________________________________________________
 RZ0244  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 RZ0244  DYNAMIC HT  -         486.914 (meters)    1597.48  (feet)  COMP
 RZ0244  MODELED GRAV-     980,546.1   (mgal)                       NAVD 88
 RZ0244
 RZ0244  VERT ORDER  -  FIRST     CLASS II
 RZ0244
 RZ0244.The horizontal coordinates were scaled from a topographic map and have
 RZ0244.an estimated accuracy of +/- 6 seconds.
 RZ0244
 RZ0244.The orthometric height was determined by differential leveling
 RZ0244.and adjusted by the National Geodetic Survey in June 1991..
 RZ0244
 RZ0244.The geoid height was determined by GEOID03.
 RZ0244
 RZ0244.The dynamic height is computed by dividing the NAVD 88
 RZ0244.geopotential number by the normal gravity value computed on the
 RZ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0244.degrees latitude (g = 980.6199 gals.).
 RZ0244
 RZ0244.The modeled gravity was interpolated from observed gravity values.
 RZ0244
 RZ0244;                    North         East    Units  Estimated Accuracy
 RZ0244;SPC ID W     -   523,240.      728,040.      MT  (+/- 180 meters Scaled)
 RZ0244
 RZ0244                          SUPERSEDED SURVEY CONTROL
 RZ0244
 RZ0244  NGVD 29 (??/??/92)  485.911  (m)         1594.19   (f) ADJ UNCH    1 2
 RZ0244
 RZ0244.Superseded values are not recommended for survey control.
 RZ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0244.See file dsdata.txt to determine how the superseded data were derived.
 RZ0244
 RZ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM242354(NAD 83)
 RZ0244_MARKER: DB = BENCH MARK DISK
 RZ0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0244_SP_SET: MONUMENT
 RZ0244_STAMPING: A 24 1933
 RZ0244_MARK LOGO: CGS   
 RZ0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0244
 RZ0244  HISTORY     - Date     Condition        Report By
 RZ0244  HISTORY     - 1933     MONUMENTED       CGS
 RZ0244  HISTORY     - 1965     GOOD             NGS
 RZ0244  HISTORY     - 1982     GOOD             NGS
 RZ0244  HISTORY     - 1982     GOOD             USGS
 RZ0244
 RZ0244                          STATION DESCRIPTION
 RZ0244
 RZ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RZ0244'0.5 MI W FROM CULDESAC.
 RZ0244'0.5 MILE WEST ALONG A MACADAM STREET AND U.S. HIGHWAY 95 FROM THE
 RZ0244'RAILROAD DEPOT AT CULDESAC, 150 FEET SOUTHWEST OF PEERS CHEVRON
 RZ0244'STATION, 33 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 95, 24 FEET EAST
 RZ0244'OF THE CENTER OF TWO DRIVEWAYS LEADING TO THE SOUTH AND SOUTHEAST, 4
 RZ0244'FEET SOUTH OF A 6-INCH SQUARE CONCRETE HIGHWAY MARKER AND 1 FOOT SOUTH
 RZ0244'OF A METAL WITNESS POST SET IN TOP OF A SQUARE CONCRETE MONUMENT THAT
 RZ0244'PROJECTS 1 FOOT.
 RZ0244
 RZ0244                          STATION RECOVERY (1982)
 RZ0244
 RZ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0244'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM
 RZ0244'(0.5 MI) WEST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF THE
 RZ0244'NORTH-SOUTH HIGHWAY IN CULDESAC, 0.16 KM (0.1 MI) WEST OF THE
 RZ0244'Y-JUNCTION OF A PAVED ROAD LEADING EAST INTO CULDESAC, 0.45 KM
 RZ0244'(0.25 MI) WEST OF MILEPOST 291, 9.7 METERS (32 FT) SOUTH OF THE
 RZ0244'HIGHWAY CENTERLINE, 30.8 METERS (101 FT) SOUTH-SOUTHWEST ACROSS THE
 RZ0244'HIGHWAY FROM THE SOUTHWEST CORNER OF A STANDARD GAS STATION,
 RZ0244'12.8 METERS (42 FT) EAST OF THE EXTENDED CENTER OF A GRAVEL ROAD
 RZ0244'CROSSING THE RAILROAD, 1.2 METERS (4 FT) SOUTH OF A 6- BY 6-INCH
 RZ0244'CONCRETE RIGHT OF WAY POST PROJECTING 2.5 FEET.
 RZ0244'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RZ0244'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RZ0244
 RZ0244                          STATION RECOVERY (1982)
 RZ0244
 RZ0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RZ0244'0.8 MI W OF THE P.O. AT CULDESAC, NEZ PERCE CO., ON U.S. HWY. 95,
 RZ0244'0.25 MI. WEST OF THE GRAIN ELEVATOR, 200 FT. SOUTHWEST OF A RAILROAD
 RZ0244'GRADE CROSSING, 100 FT. SOUTHWEST OF AN OLD GAS STATION, 32 FT. SOUTH
 RZ0244'OF THE CENTERLINE OF THE HWY., 12 FT. EAST OF A PRIVATE DRIVEWAY, AND
 RZ0244'4 FT. SPUTH OF A 6 X 6 INCH CONCRETE HWY. MARKER, AND 2 FT. HIGHER
 RZ0244'THAN THE HWY. A STANDARD DISK, STAMPED 'A 24 1934' AND SET IN THE TOP
 RZ0244'OF A CONCRETE POST PORJECTING ABOUT 9 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1909 ***********************************************************************
 RZ1909  DESIGNATION -  A 24 RESET
 RZ1909  PID         -  RZ1909
 RZ1909  STATE/COUNTY-  ID/NEZ PERCE
 RZ1909  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ1909
 RZ1909                         *CURRENT SURVEY CONTROL
 RZ1909  ___________________________________________________________________
 RZ1909* NAD 83(1986)-  46 22 20.     (N)    116 41 07.     (W)     SCALED    
 RZ1909* NAVD 88     -       484.98   (meters)    1591.1    (feet)  RESET     
 RZ1909  ___________________________________________________________________
 RZ1909  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 RZ1909
 RZ1909  VERT ORDER  -  THIRD
 RZ1909
 RZ1909.The horizontal coordinates were scaled from a topographic map and have
 RZ1909.an estimated accuracy of +/- 6 seconds.
 RZ1909
 RZ1909.The orthometric height was computed from unverified reset data.
 RZ1909.No vertical observational check was made to the station.
 RZ1909
 RZ1909.The geoid height was determined by GEOID03.
 RZ1909
 RZ1909;                    North         East    Units  Estimated Accuracy
 RZ1909;SPC ID W     -   523,240.      728,040.      MT  (+/- 180 meters Scaled)
 RZ1909
 RZ1909                          SUPERSEDED SURVEY CONTROL
 RZ1909
 RZ1909  NGVD 29 (03/27/06)  483.95   (m)         1587.8    (f) RESET       3  
 RZ1909
 RZ1909.Superseded values are not recommended for survey control.
 RZ1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1909.See file dsdata.txt to determine how the superseded data were derived.
 RZ1909
 RZ1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM242354(NAD 83)
 RZ1909_MARKER: DB = BENCH MARK DISK
 RZ1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1909_SP_SET: CONCRETE POST
 RZ1909_STAMPING: A 24 RESET 1985
 RZ1909_MARK LOGO: NGS   
 RZ1909_PROJECTION: FLUSH
 RZ1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1909+STABILITY: SURFACE MOTION
 RZ1909
 RZ1909  HISTORY     - Date     Condition        Report By
 RZ1909  HISTORY     - 1985     MONUMENTED       NGS
 RZ1909
 RZ1909                          STATION DESCRIPTION
 RZ1909
 RZ1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RZ1909'0.8 KM (0.50 MI) WEST FROM CULDESAC.
 RZ1909'0.8 KM (0.50 MI) WEST ALONG US 95 FROM THE Y JUNCTION IN CULDESAC,
 RZ1909'0.16 KM (0.10 MI) WEST OF THE Y JUNCTION OF A PAVED ROAD LEADING EAST
 RZ1909'INTO CULDESAC, 0.45 KM (0.30 MI) WEST OF MILEPOST 29, 36 METERS NORTH
 RZ1909'OF U.S. 95, 5.5 METERS EAST OF A GRAVEL ROAD LEADING TO A STANDARD
 RZ1909'OIL BULK PLANT, 538 METERS SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 RZ1909'TRACK, 1.2 METERS SOUTH OF A RAILROAD CROSSING SIGN, 0.6 METERS NORTH
 RZ1909'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0320 ***********************************************************************
 OH0320  DESIGNATION -  A 251
 OH0320  PID         -  OH0320
 OH0320  STATE/COUNTY-  ID/OWYHEE
 OH0320  USGS QUAD   -  JACKASS BUTTE (1992)
 OH0320
 OH0320                         *CURRENT SURVEY CONTROL
 OH0320  ___________________________________________________________________
 OH0320* NAD 83(1986)-  43 01 15.     (N)    116 10 49.     (W)     SCALED    
 OH0320* NAVD 88     -       737.057  (meters)    2418.16   (feet)  ADJUSTED  
 OH0320  ___________________________________________________________________
 OH0320  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 OH0320  DYNAMIC HT  -         736.761 (meters)    2417.19  (feet)  COMP
 OH0320  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 OH0320
 OH0320  VERT ORDER  -  SECOND    CLASS 0
 OH0320
 OH0320.The horizontal coordinates were scaled from a topographic map and have
 OH0320.an estimated accuracy of +/- 6 seconds.
 OH0320
 OH0320.The orthometric height was determined by differential leveling
 OH0320.and adjusted by the National Geodetic Survey in June 1991..
 OH0320
 OH0320.The geoid height was determined by GEOID03.
 OH0320
 OH0320.The dynamic height is computed by dividing the NAVD 88
 OH0320.geopotential number by the normal gravity value computed on the
 OH0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0320.degrees latitude (g = 980.6199 gals.).
 OH0320
 OH0320.The modeled gravity was interpolated from observed gravity values.
 OH0320
 OH0320;                    North         East    Units  Estimated Accuracy
 OH0320;SPC ID W     -   150,500.      764,930.      MT  (+/- 180 meters Scaled)
 OH0320
 OH0320                          SUPERSEDED SURVEY CONTROL
 OH0320
 OH0320  NGVD 29 (??/??/92)  736.194  (m)         2415.33   (f) ADJ UNCH    2 0
 OH0320
 OH0320.Superseded values are not recommended for survey control.
 OH0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0320.See file dsdata.txt to determine how the superseded data were derived.
 OH0320
 OH0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH667634(NAD 83)
 OH0320_MARKER: DB = BENCH MARK DISK
 OH0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0320_STAMPING: A 251 1961
 OH0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0320+STABILITY: SURFACE MOTION
 OH0320
 OH0320  HISTORY     - Date     Condition        Report By
 OH0320  HISTORY     - 1961     MONUMENTED       CGS
 OH0320  HISTORY     - 19890925 POOR             USPSQD
 OH0320
 OH0320                          STATION DESCRIPTION
 OH0320
 OH0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OH0320'5.1 MI NW FROM GRAND VIEW.
 OH0320'5.1 MILES NORTHWEST ALONG PAVED ROAD FROM THE GRAND VIEW JUNCTION TO
 OH0320'MURPHY, 79 FEET WEST OF TELEPHONE POLE NO. 3-80, 38 FEET NORTH OF
 OH0320'CENTERLINE OF HIGHWAY, 20 FEET WEST OF CENTER OF GRAVELED ROAD, 16.5
 OH0320'FEET NORTH OF FENCE CORNER, 2 FEET WEST OF A WITNESS POST, SET IN TOP
 OH0320'OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 OH0320
 OH0320                          STATION RECOVERY (1989)
 OH0320
 OH0320'RECOVERY NOTE BY US POWER SQUADRON 1989 (JS)
 OH0320'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0044 ***********************************************************************
 RA0044  DESIGNATION -  A 26 RESET
 RA0044  PID         -  RA0044
 RA0044  STATE/COUNTY-  ID/IDAHO
 RA0044  USGS QUAD   -  SLATE CREEK (1995)
 RA0044
 RA0044                         *CURRENT SURVEY CONTROL
 RA0044  ___________________________________________________________________
 RA0044* NAD 83(1986)-  45 38 49.     (N)    116 17 33.     (W)     SCALED    
 RA0044* NAVD 88     -       486.195  (meters)    1595.12   (feet)  ADJUSTED  
 RA0044  ___________________________________________________________________
 RA0044  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 RA0044  DYNAMIC HT  -         486.117 (meters)    1594.87  (feet)  COMP
 RA0044  MODELED GRAV-     980,442.4   (mgal)                       NAVD 88
 RA0044
 RA0044  VERT ORDER  -  FIRST     CLASS II
 RA0044
 RA0044.The horizontal coordinates were scaled from a topographic map and have
 RA0044.an estimated accuracy of +/- 6 seconds.
 RA0044
 RA0044.The orthometric height was determined by differential leveling
 RA0044.and adjusted by the National Geodetic Survey in June 1991..
 RA0044
 RA0044.The geoid height was determined by GEOID03.
 RA0044
 RA0044.The dynamic height is computed by dividing the NAVD 88
 RA0044.geopotential number by the normal gravity value computed on the
 RA0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0044.degrees latitude (g = 980.6199 gals.).
 RA0044
 RA0044.The modeled gravity was interpolated from observed gravity values.
 RA0044
 RA0044;                    North         East    Units  Estimated Accuracy
 RA0044;SPC ID W     -   442,350.      757,710.      MT  (+/- 180 meters Scaled)
 RA0044
 RA0044                          SUPERSEDED SURVEY CONTROL
 RA0044
 RA0044.No superseded survey control is available for this station.
 RA0044
 RA0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL551550(NAD 83)
 RA0044_MARKER: DB = BENCH MARK DISK
 RA0044_SETTING: 80 = SET IN A BOULDER
 RA0044_SP_SET: BOULDER
 RA0044_STAMPING: A 26 RESET 1969
 RA0044_MARK LOGO: CGS   
 RA0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0044+STABILITY: SURFACE MOTION
 RA0044
 RA0044  HISTORY     - Date     Condition        Report By
 RA0044  HISTORY     - 1969     MONUMENTED       CGS
 RA0044  HISTORY     - 1982     GOOD             NGS
 RA0044
 RA0044                          STATION DESCRIPTION
 RA0044
 RA0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RA0044'10.9 MI S FROM WHITE BIRD.
 RA0044'REACHED FROM THE WHITE BIRD POST OFFICE GO SOUTH ON U.S. HIGHWAY 95
 RA0044'FOR 10.9 MILES TO THE BENCH MARK ON THE LEFT, THIS IS 0.75 MILE BEFORE
 RA0044'REACHING THE BRIDGE OVER SLATE CREEK.  THE BENCH MARK IS CEMENTED IN A
 RA0044'DRILL HOLE IN A 10 BY 12 FOOT BOULDER THAT PROJECTS 7 FEET AND THE
 RA0044'LETTERS B M WERE PAINTED ON THE SOUTH FACE OF THE BOULDER. IT IS 150
 RA0044'FEET NORTH OF MILE POST 220, 70 FEET EAST OF THE CENTER OF THE
 RA0044'HIGHWAY, 3 FEET NORTHEAST OF A METAL WITNESS POST AND 5 FEET HIGHER
 RA0044'THAN THE HIGHWAY.  NOTE-- THE MILEAGE IS SUBJECT TO CHANGE FOLLOWING
 RA0044'THE COMPLETION OF THE CONSTRUCTION.
 RA0044
 RA0044                          STATION RECOVERY (1982)
 RA0044
 RA0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0044'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM
 RA0044'(0.8 MI) NORTH ALONG US HIGHWAY 95 FROM THE US FOREST SERVICE RANGER
 RA0044'STATION IN SLATE CREEK, IN TOP OF A 10- BY 12-FOOT GRANITE BOULDER
 RA0044'PROJECTING 7 FEET ABOVE THE GROUND, ON THE INSIDE OF A CURVE, 0.4 KM
 RA0044'(0.25 MI) NORTHWEST OF THE Y-JUNCTION OF THE OLD HIGHWAY LEADING
 RA0044'SOUTHEAST INTO SLATE CREEK, 0.12 KM (0.10 MI) SOUTH OF MILEPOST 215,
 RA0044'17.7 METERS (58 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 33.8 METERS
 RA0044'(111 FT) NORTHWEST OF A POWER POLE, 0.6 METER (2 FT) NORTHEAST OF THE
 RA0044'SOUTHWEST EDGE OF THE BOULDER.
 RA0044'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 RA0044'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0373 ***********************************************************************
 NT0373  DESIGNATION -  A 262
 NT0373  PID         -  NT0373
 NT0373  STATE/COUNTY-  ID/BANNOCK
 NT0373  USGS QUAD   -  SWAN LAKE (1982)
 NT0373
 NT0373                         *CURRENT SURVEY CONTROL
 NT0373  ___________________________________________________________________
 NT0373* NAD 83(1986)-  42 15 54.     (N)    111 59 03.     (W)     SCALED    
 NT0373* NAVD 88     -      1448.012  (meters)    4750.69   (feet)  POSTED    
 NT0373  ___________________________________________________________________
 NT0373  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 NT0373  DYNAMIC HT  -        1447.050 (meters)    4747.53  (feet)  COMP
 NT0373  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 NT0373
 NT0373  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NT0373
 NT0373.The horizontal coordinates were scaled from a topographic map and have
 NT0373.an estimated accuracy of +/- 6 seconds.
 NT0373
 NT0373.The orthometric height was determined by differential leveling
 NT0373.and adjusted by the National Geodetic Survey in 1992..
 NT0373.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NT0373.rate of 1.1 thru 2.0 mm/km.
 NT0373
 NT0373.The geoid height was determined by GEOID03.
 NT0373
 NT0373.The dynamic height is computed by dividing the NAVD 88
 NT0373.geopotential number by the normal gravity value computed on the
 NT0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0373.degrees latitude (g = 980.6199 gals.).
 NT0373
 NT0373.The modeled gravity was interpolated from observed gravity values.
 NT0373
 NT0373;                    North         East    Units  Estimated Accuracy
 NT0373;SPC ID E     -    66,470.      215,060.      MT  (+/- 180 meters Scaled)
 NT0373
 NT0373                          SUPERSEDED SURVEY CONTROL
 NT0373
 NT0373.No superseded survey control is available for this station.
 NT0373
 NT0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM188796(NAD 83)
 NT0373_MARKER: DB = BENCH MARK DISK
 NT0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0373_SP_SET: CULVERT
 NT0373_STAMPING: A 262 1937
 NT0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0373
 NT0373  HISTORY     - Date     Condition        Report By
 NT0373  HISTORY     - 1937     MONUMENTED       CGS
 NT0373  HISTORY     - 1967     GOOD             NGS
 NT0373  HISTORY     - 19920722 GOOD             USPSQD
 NT0373
 NT0373                          STATION DESCRIPTION
 NT0373
 NT0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0373'3.65 MI S FROM SWAN LAKE.
 NT0373'3.65 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 NT0373'A COUNTY ROAD AT SWAN LAKE, 1 POLE NORTH OF MILEPOLE 81, AT THE
 NT0373'CROSSING OF A GRAVELED ROAD, IN THE TOP OF THE CENTER OF THE WEST
 NT0373'CONCRETE HEAD WALL OF 36-INCH PIPE CULVERT 81.05, 12.2 FEET WEST OF
 NT0373'THE WEST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
 NT0373
 NT0373                          STATION RECOVERY (1992)
 NT0373
 NT0373'RECOVERY NOTE BY US POWER SQUADRON 1992 (WLR)
 NT0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0752 ***********************************************************************
 NU0752  DESIGNATION -  A 263
 NU0752  PID         -  NU0752
 NU0752  STATE/COUNTY-  ID/POWER
 NU0752  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0752
 NU0752                         *CURRENT SURVEY CONTROL
 NU0752  ___________________________________________________________________
 NU0752* NAD 83(1986)-  42 46 27.     (N)    112 51 33.     (W)     SCALED    
 NU0752* NAVD 88     -      1348.201  (meters)    4423.22   (feet)  POSTED    
 NU0752  ___________________________________________________________________
 NU0752  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NU0752  DYNAMIC HT  -        1347.440 (meters)    4420.73  (feet)  COMP
 NU0752  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 NU0752
 NU0752  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NU0752
 NU0752.The horizontal coordinates were scaled from a topographic map and have
 NU0752.an estimated accuracy of +/- 6 seconds.
 NU0752
 NU0752.The orthometric height was determined by differential leveling
 NU0752.and adjusted by the National Geodetic Survey in 1992..
 NU0752.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NU0752.rate of 0.0 thru 1.0 mm/km.
 NU0752
 NU0752.The geoid height was determined by GEOID03.
 NU0752
 NU0752.The dynamic height is computed by dividing the NAVD 88
 NU0752.geopotential number by the normal gravity value computed on the
 NU0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0752.degrees latitude (g = 980.6199 gals.).
 NU0752
 NU0752.The modeled gravity was interpolated from observed gravity values.
 NU0752
 NU0752;                    North         East    Units  Estimated Accuracy
 NU0752;SPC ID E     -   123,250.      143,330.      MT  (+/- 180 meters Scaled)
 NU0752
 NU0752                          SUPERSEDED SURVEY CONTROL
 NU0752
 NU0752  NGVD 29 (??/??/92) 1347.186  (m)         4419.89   (f) ADJ UNCH    2 0
 NU0752
 NU0752.Superseded values are not recommended for survey control.
 NU0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0752.See file dsdata.txt to determine how the superseded data were derived.
 NU0752
 NU0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN479374(NAD 83)
 NU0752_MARKER: Q = CHISELED SQUARE
 NU0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0752_SP_SET: CULVERT
 NU0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0752
 NU0752  HISTORY     - Date     Condition        Report By
 NU0752  HISTORY     - UNK      MONUMENTED       CGS
 NU0752  HISTORY     - 1938     GOOD             NGS
 NU0752  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0752
 NU0752                          STATION DESCRIPTION
 NU0752
 NU0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0752'1.3 MI S FROM AMERICAN FALLS.
 NU0752'1.3 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT AMERICAN
 NU0752'FALLS, IN A HIGHWAY CULVERT, 15 FEET EAST OF THE CENTERLINE OF THE
 NU0752'HIGHWAY, AND 222 FEET NORTH OF A POWERLINE CROSSING THE HIGHWAY. A
 NU0752'CHISELED SQUARE WITH LETTERS US BM ROUGHLY CUT IN A CONCRETE HEADWALL.
 NU0752'NOTE-- THE US HIGHWAY 30 HAS BEEN WIDEN.  15 FT. EAST OF THE
 NU0752'CENTERLINE OF THE HIGHWAY IS NOW PAVEMENT.  AT THIS DISTANCE THE
 NU0752'CONCRETE HEADWALL IS NOW COVER WITH AC PAVEMENT.
 NU0752
 NU0752                          STATION RECOVERY (1971)
 NU0752
 NU0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0026 ***********************************************************************
 QB0026  DESIGNATION -  A 28
 QB0026  PID         -  QB0026
 QB0026  STATE/COUNTY-  ID/ADAMS
 QB0026  USGS QUAD   -  COUNCIL (1986)
 QB0026
 QB0026                         *CURRENT SURVEY CONTROL
 QB0026  ___________________________________________________________________
 QB0026* NAD 83(1986)-  44 42 02.     (N)    116 26 56.     (W)     SCALED    
 QB0026* NAVD 88     -       894.361  (meters)    2934.25   (feet)  ADJUSTED  
 QB0026  ___________________________________________________________________
 QB0026  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 QB0026  DYNAMIC HT  -         894.093 (meters)    2933.37  (feet)  COMP
 QB0026  MODELED GRAV-     980,287.9   (mgal)                       NAVD 88
 QB0026
 QB0026  VERT ORDER  -  FIRST     CLASS II
 QB0026
 QB0026.The horizontal coordinates were scaled from a topographic map and have
 QB0026.an estimated accuracy of +/- 6 seconds.
 QB0026
 QB0026.The orthometric height was determined by differential leveling
 QB0026.and adjusted by the National Geodetic Survey in June 1991..
 QB0026.WARNING-Repeat measurements at this control monument indicate possible
 QB0026.vertical movement.
 QB0026
 QB0026.The geoid height was determined by GEOID03.
 QB0026
 QB0026.The dynamic height is computed by dividing the NAVD 88
 QB0026.geopotential number by the normal gravity value computed on the
 QB0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0026.degrees latitude (g = 980.6199 gals.).
 QB0026
 QB0026.The modeled gravity was interpolated from observed gravity values.
 QB0026
 QB0026;                    North         East    Units  Estimated Accuracy
 QB0026;SPC ID W     -   337,270.      744,610.      MT  (+/- 180 meters Scaled)
 QB0026
 QB0026                          SUPERSEDED SURVEY CONTROL
 QB0026
 QB0026.No superseded survey control is available for this station.
 QB0026
 QB0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK436498(NAD 83)
 QB0026_MARKER: DB = BENCH MARK DISK
 QB0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0026_STAMPING: A 28 1933
 QB0026_MARK LOGO: CGS   
 QB0026_PROJECTION: PROJECTING 10 CENTIMETERS
 QB0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0026+STABILITY: SURFACE MOTION
 QB0026
 QB0026  HISTORY     - Date     Condition        Report By
 QB0026  HISTORY     - 1933     MONUMENTED       CGS
 QB0026  HISTORY     - 1967     GOOD             NGS
 QB0026  HISTORY     - 1983     GOOD             NGS
 QB0026
 QB0026                          STATION DESCRIPTION
 QB0026
 QB0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0026'2.1 MI S FROM COUNCIL.
 QB0026'2.1 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT COUNCIL,
 QB0026'0.15 MILE SOUTHWEST OF MILE POST NO. 138, 500 FEET NORTHWEST OF A
 QB0026'FARMHOUSE, 74 FEET NORTHEAST AND ACROSS THE TRACKS FROM TELEPHONE POLE
 QB0026'NO. 1025, WHICH IS ALSO RAILROAD MILE POST NO. 58, 72 FEET WEST OF THE
 QB0026'CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE NEAREST RAIL OF THE
 QB0026'RAILROAD AND 1 FOOT NORTH OF A METAL WITNESS POST SET IN A 10-INCH
 QB0026'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 QB0026
 QB0026                          STATION RECOVERY (1983)
 QB0026
 QB0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0026'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.1 KM
 QB0026'(1.9 MI) SOUTH ALONG US HIGHWAY 95 FROM THE HIGH SCHOOL IN COUNCIL,
 QB0026'0.4 KM (0.25 MI) SOUTH OF MILEPOST 134, 22.2 METERS (73 FT) WEST OF
 QB0026'THE CENTERLINE OF THE HIGHWAY, 14 METERS (46 FT) NORTH OF THE UNION
 QB0026'PACIFIC RAILROAD MILEPOLE 58, 8.2 METERS (27 FT) EAST OF THE EAST
 QB0026'RAIL.
 QB0026'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QB0026'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0304 ***********************************************************************
 TO0304  DESIGNATION -  A 281
 TO0304  PID         -  TO0304
 TO0304  STATE/COUNTY-  ID/BONNER
 TO0304  USGS QUAD   -  SANDPOINT (1996)
 TO0304
 TO0304                         *CURRENT SURVEY CONTROL
 TO0304  ___________________________________________________________________
 TO0304* NAD 83(1986)-  48 17 15.     (N)    116 33 48.     (W)     SCALED    
 TO0304* NAVD 88     -       647.098  (meters)    2123.02   (feet)  ADJUSTED  
 TO0304  ___________________________________________________________________
 TO0304  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TO0304  DYNAMIC HT  -         647.146 (meters)    2123.18  (feet)  COMP
 TO0304  MODELED GRAV-     980,666.2   (mgal)                       NAVD 88
 TO0304
 TO0304  VERT ORDER  -  FIRST     CLASS II
 TO0304
 TO0304.The horizontal coordinates were scaled from a topographic map and have
 TO0304.an estimated accuracy of +/- 6 seconds.
 TO0304
 TO0304.The orthometric height was determined by differential leveling
 TO0304.and adjusted by the National Geodetic Survey in June 1991..
 TO0304
 TO0304.The geoid height was determined by GEOID03.
 TO0304
 TO0304.The dynamic height is computed by dividing the NAVD 88
 TO0304.geopotential number by the normal gravity value computed on the
 TO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0304.degrees latitude (g = 980.6199 gals.).
 TO0304
 TO0304.The modeled gravity was interpolated from observed gravity values.
 TO0304
 TO0304;                    North         East    Units  Estimated Accuracy
 TO0304;SPC ID W     -   736,050.      739,650.      MT  (+/- 180 meters Scaled)
 TO0304
 TO0304                          SUPERSEDED SURVEY CONTROL
 TO0304
 TO0304  NGVD 29 (??/??/92)  645.907  (m)         2119.11   (f) ADJ UNCH    1 2
 TO0304
 TO0304.Superseded values are not recommended for survey control.
 TO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0304.See file dsdata.txt to determine how the superseded data were derived.
 TO0304
 TO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP323483(NAD 83)
 TO0304_MARKER: DB = BENCH MARK DISK
 TO0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0304_STAMPING: A 281 1942
 TO0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0304+STABILITY: SURFACE MOTION
 TO0304
 TO0304  HISTORY     - Date     Condition        Report By
 TO0304  HISTORY     - 1942     MONUMENTED       CGS
 TO0304  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0304
 TO0304                          STATION DESCRIPTION
 TO0304
 TO0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0304'1.2 MI NW FROM SANDPOINT.
 TO0304'1.2 MILES NORTHWEST OF THE SPOKANE-INTERNATIONAL RAILWAY DEPOT, ALONG
 TO0304'SECONDARY ROADS LEADING TO THE AIRPORT, AT THE SITE OF THE PROPOSED
 TO0304'AIR FIELD, 42 FEET NORTH OF THE ROAD CENTER, 42 FEET EAST OF LANE
 TO0304'LEADING INTO FIELD.  WITNESS POST SET.  STAMPED A 281 1942.
 TO0304
 TO0304                          STATION RECOVERY (1967)
 TO0304
 TO0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0204 ***********************************************************************
 TO0204  DESIGNATION -  A 282
 TO0204  PID         -  TO0204
 TO0204  STATE/COUNTY-  ID/BONNER
 TO0204  USGS QUAD   -  PRIEST RIVER (1996)
 TO0204
 TO0204                         *CURRENT SURVEY CONTROL
 TO0204  ___________________________________________________________________
 TO0204* NAD 83(1986)-  48 10 35.     (N)    116 56 55.     (W)     SCALED    
 TO0204* NAVD 88     -       634.087  (meters)    2080.33   (feet)  ADJUSTED  
 TO0204  ___________________________________________________________________
 TO0204  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TO0204  DYNAMIC HT  -         634.146 (meters)    2080.53  (feet)  COMP
 TO0204  MODELED GRAV-     980,684.4   (mgal)                       NAVD 88
 TO0204
 TO0204  VERT ORDER  -  FIRST     CLASS II
 TO0204
 TO0204.The horizontal coordinates were scaled from a topographic map and have
 TO0204.an estimated accuracy of +/- 6 seconds.
 TO0204
 TO0204.The orthometric height was determined by differential leveling
 TO0204.and adjusted by the National Geodetic Survey in June 1991..
 TO0204
 TO0204.The geoid height was determined by GEOID03.
 TO0204
 TO0204.The dynamic height is computed by dividing the NAVD 88
 TO0204.geopotential number by the normal gravity value computed on the
 TO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0204.degrees latitude (g = 980.6199 gals.).
 TO0204
 TO0204.The modeled gravity was interpolated from observed gravity values.
 TO0204
 TO0204;                    North         East    Units  Estimated Accuracy
 TO0204;SPC ID W     -   724,070.      710,870.      MT  (+/- 180 meters Scaled)
 TO0204
 TO0204                          SUPERSEDED SURVEY CONTROL
 TO0204
 TO0204  NGVD 29 (??/??/92)  632.908  (m)         2076.47   (f) ADJ UNCH    1 2
 TO0204
 TO0204.Superseded values are not recommended for survey control.
 TO0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0204.See file dsdata.txt to determine how the superseded data were derived.
 TO0204
 TO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP038359(NAD 83)
 TO0204_MARKER: DB = BENCH MARK DISK
 TO0204_SETTING: 66 = SET IN ROCK OUTCROP
 TO0204_SP_SET: ROCK BLUFF
 TO0204_STAMPING: A 282 1942
 TO0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0204+STABILITY: POSITION/ELEVATION WELL
 TO0204
 TO0204  HISTORY     - Date     Condition        Report By
 TO0204  HISTORY     - 1942     MONUMENTED       CGS
 TO0204
 TO0204                          STATION DESCRIPTION
 TO0204
 TO0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0204'2.03 MI W FROM PRIEST RIVER.
 TO0204'ALONG THE RAILROAD FROM THE STATION AT PRIEST RIVER IN A ROCK BLUFF,
 TO0204'12 FEET NORTH OF THE CENTER LINE AND 2.5 FEET ABOVE THE LEVEL OF THE
 TO0204'TRACK.  STAMPED A 282 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0249 ***********************************************************************
 TO0249  DESIGNATION -  A 283
 TO0249  PID         -  TO0249
 TO0249  STATE/COUNTY-  ID/BONNER
 TO0249  USGS QUAD   -  PRIEST RIVER (1996)
 TO0249
 TO0249                         *CURRENT SURVEY CONTROL
 TO0249  ___________________________________________________________________
 TO0249* NAD 83(1986)-  48 10 52.     (N)    116 55 04.     (W)     SCALED    
 TO0249* NAVD 88     -       662.280  (meters)    2172.83   (feet)  ADJUSTED  
 TO0249  ___________________________________________________________________
 TO0249  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 TO0249  DYNAMIC HT  -         662.343 (meters)    2173.04  (feet)  COMP
 TO0249  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 TO0249
 TO0249  VERT ORDER  -  FIRST     CLASS II
 TO0249
 TO0249.The horizontal coordinates were scaled from a topographic map and have
 TO0249.an estimated accuracy of +/- 6 seconds.
 TO0249
 TO0249.The orthometric height was determined by differential leveling
 TO0249.and adjusted by the National Geodetic Survey in June 1991..
 TO0249.WARNING-Repeat measurements at this control monument indicate possible
 TO0249.vertical movement.
 TO0249
 TO0249.The geoid height was determined by GEOID03.
 TO0249
 TO0249.The dynamic height is computed by dividing the NAVD 88
 TO0249.geopotential number by the normal gravity value computed on the
 TO0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0249.degrees latitude (g = 980.6199 gals.).
 TO0249
 TO0249.The modeled gravity was interpolated from observed gravity values.
 TO0249
 TO0249;                    North         East    Units  Estimated Accuracy
 TO0249;SPC ID W     -   724,560.      713,170.      MT  (+/- 180 meters Scaled)
 TO0249
 TO0249                          SUPERSEDED SURVEY CONTROL
 TO0249
 TO0249  NGVD 29 (??/??/92)  661.111  (m)         2168.99   (f) ADJ UNCH    1 2
 TO0249
 TO0249.Superseded values are not recommended for survey control.
 TO0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0249.See file dsdata.txt to determine how the superseded data were derived.
 TO0249
 TO0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP061364(NAD 83)
 TO0249_MARKER: DB = BENCH MARK DISK
 TO0249_SETTING: 0 = UNSPECIFIED SETTING
 TO0249_STAMPING: A 283 1942
 TO0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0249
 TO0249  HISTORY     - Date     Condition        Report By
 TO0249  HISTORY     - 1942     MONUMENTED       CGS
 TO0249  HISTORY     - 1980     GOOD             NGS
 TO0249
 TO0249                          STATION DESCRIPTION
 TO0249
 TO0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0249'0.5 MI W FROM PRIEST RIVER.
 TO0249'ALONG U.S. HIGHWAY 195, IN SOUTHEAST CORNER OF PRIEST RIVER HIGH
 TO0249'SCHOOL GYMNASIUM, 5 FEET ABOVE GROUND.  STAMPED A 283 1942.
 TO0249
 TO0249                          STATION RECOVERY (1980)
 TO0249
 TO0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0249'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-THE BUILDING
 TO0249'DESCRIBED IS NOW THE JUNIOR HIGHSCHOOL, ADD-11.3 METERS (37.0 FEET)
 TO0249'WEST OF THE SOUTHEAST CORNER OF THE NEW ADDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0656 ***********************************************************************
 SV0656  DESIGNATION -  A 285 IDDT
 SV0656  PID         -  SV0656
 SV0656  STATE/COUNTY-  ID/KOOTENAI
 SV0656  USGS QUAD   -  LIBERTY LAKE (1973)
 SV0656
 SV0656                         *CURRENT SURVEY CONTROL
 SV0656  ___________________________________________________________________
 SV0656* NAD 83(1986)-  47 44 09.     (N)    117 02 30.     (W)     SCALED    
 SV0656* NAVD 88     -       648.338  (meters)    2127.09   (feet)  ADJUSTED  
 SV0656  ___________________________________________________________________
 SV0656  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 SV0656  DYNAMIC HT  -         648.376 (meters)    2127.21  (feet)  COMP
 SV0656  MODELED GRAV-     980,649.9   (mgal)                       NAVD 88
 SV0656
 SV0656  VERT ORDER  -  FIRST     CLASS II
 SV0656
 SV0656.The horizontal coordinates were scaled from a topographic map and have
 SV0656.an estimated accuracy of +/- 6 seconds.
 SV0656
 SV0656.The orthometric height was determined by differential leveling
 SV0656.and adjusted by the National Geodetic Survey in June 1991..
 SV0656
 SV0656.The geoid height was determined by GEOID03.
 SV0656
 SV0656.The dynamic height is computed by dividing the NAVD 88
 SV0656.geopotential number by the normal gravity value computed on the
 SV0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0656.degrees latitude (g = 980.6199 gals.).
 SV0656
 SV0656.The modeled gravity was interpolated from observed gravity values.
 SV0656
 SV0656;                    North         East    Units  Estimated Accuracy
 SV0656;SPC ID W     -   675,210.      703,130.      MT  (+/- 180 meters Scaled)
 SV0656
 SV0656                          SUPERSEDED SURVEY CONTROL
 SV0656
 SV0656  NGVD 29 (??/??/92)  647.170  (m)         2123.26   (f) ADJ UNCH    1 2
 SV0656
 SV0656.Superseded values are not recommended for survey control.
 SV0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0656.See file dsdata.txt to determine how the superseded data were derived.
 SV0656
 SV0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN968869(NAD 83)
 SV0656_MARKER: DD = SURVEY DISK
 SV0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0656_STAMPING: A 285 1944 P.C. 1+30.6 40.00
 SV0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0656+STABILITY: SURFACE MOTION
 SV0656
 SV0656  HISTORY     - Date     Condition        Report By
 SV0656  HISTORY     - 1944     MONUMENTED       IDDT
 SV0656  HISTORY     - 1944     GOOD             NGS
 SV0656  HISTORY     - 1980     GOOD
 SV0656
 SV0656                          STATION DESCRIPTION
 SV0656
 SV0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0656'1.6 MI SW FROM HAUSER.
 SV0656'1.6 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0656'STATION AT HAUSER, SET BETWEEN THE TRACK AND THE HIGHWAY, AT THE
 SV0656'IDAHO-WASHINGTON STATE LINE, 120 FEET NORTHWEST OF THE NORTHWEST RAIL
 SV0656'OF TRACK, 114 FEET NORTHWEST OF MILEPOST NO. 53, 40 FEET SOUTHEAST OF
 SV0656'CENTER-LINE OF HIGHWAY, 3.6 FEET NORTHWEST OF FENCE, 1 FOOT NORTHEAST
 SV0656'OF REFERENCE POST.  BRONZE DISK SET IN TOP OF CONCRETE POST ABOUT
 SV0656'LEVEL WITH THE GROUND.  IDAHO STATE HIGHWAY RIGHT-OF-WAY MARKER.
 SV0656
 SV0656                          STATION RECOVERY (1980)
 SV0656
 SV0656'RECOVERED 1980
 SV0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0355 ***********************************************************************
 SV0355  DESIGNATION -  A 286
 SV0355  PID         -  SV0355
 SV0355  STATE/COUNTY-  ID/KOOTENAI
 SV0355  USGS QUAD   -  HAYDEN (1996)
 SV0355
 SV0355                         *CURRENT SURVEY CONTROL
 SV0355  ___________________________________________________________________
 SV0355* NAD 83(1986)-  47 52 23.     (N)    116 47 36.     (W)     SCALED    
 SV0355* NAVD 88     -       707.640  (meters)    2321.65   (feet)  ADJUSTED  
 SV0355  ___________________________________________________________________
 SV0355  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 SV0355  DYNAMIC HT  -         707.677 (meters)    2321.77  (feet)  COMP
 SV0355  MODELED GRAV-     980,642.3   (mgal)                       NAVD 88
 SV0355
 SV0355  VERT ORDER  -  FIRST     CLASS II
 SV0355
 SV0355.The horizontal coordinates were scaled from a topographic map and have
 SV0355.an estimated accuracy of +/- 6 seconds.
 SV0355
 SV0355.The orthometric height was determined by differential leveling
 SV0355.and adjusted by the National Geodetic Survey in June 1991..
 SV0355
 SV0355.The geoid height was determined by GEOID03.
 SV0355
 SV0355.The dynamic height is computed by dividing the NAVD 88
 SV0355.geopotential number by the normal gravity value computed on the
 SV0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0355.degrees latitude (g = 980.6199 gals.).
 SV0355
 SV0355.The modeled gravity was interpolated from observed gravity values.
 SV0355
 SV0355;                    North         East    Units  Estimated Accuracy
 SV0355;SPC ID W     -   690,180.      721,960.      MT  (+/- 180 meters Scaled)
 SV0355
 SV0355                          SUPERSEDED SURVEY CONTROL
 SV0355
 SV0355  NGVD 29 (??/??/92)  706.458  (m)         2317.77   (f) ADJ UNCH    1 2
 SV0355
 SV0355.Superseded values are not recommended for survey control.
 SV0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0355.See file dsdata.txt to determine how the superseded data were derived.
 SV0355
 SV0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP154022(NAD 83)
 SV0355_MARKER: DB = BENCH MARK DISK
 SV0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0355_STAMPING: A 286 1944
 SV0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0355+STABILITY: SURFACE MOTION
 SV0355
 SV0355  HISTORY     - Date     Condition        Report By
 SV0355  HISTORY     - 1944     MONUMENTED       CGS
 SV0355
 SV0355                          STATION DESCRIPTION
 SV0355
 SV0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SV0355'6.4 MI SW FROM ATHOL.
 SV0355'6.4 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0355'STATION AT ATHOL, SET BETWEEN THE RAILROAD AND THE ROAD PARALLELING
 SV0355'TRACK, AT MILEPOST NO. 38, 91 FEET NORTHWEST OF NORTHWEST RAIL OF
 SV0355'TRACK, 82 FEET NORTHWEST OF THE MILEPOST, 18 FEET SOUTHEAST OF
 SV0355'CENTER-LINE OF ROAD, 2 FEET SOUTHWEST OF REFERENCE POST.  BENCH MARK
 SV0355'DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND PROJECTING
 SV0355'ABOUT 0.6 FOOT ABOVE THE GROUND AND ABOUT 25 FEET BELOW TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0151 ***********************************************************************
 TO0151  DESIGNATION -  A 287
 TO0151  PID         -  TO0151
 TO0151  STATE/COUNTY-  ID/BONNER
 TO0151  USGS QUAD   -  ODEN BAY (1996)
 TO0151
 TO0151                         *CURRENT SURVEY CONTROL
 TO0151  ___________________________________________________________________
 TO0151* NAD 83(1986)-  48 18 41.     (N)    116 23 54.     (W)     SCALED    
 TO0151* NAVD 88     -       645.141  (meters)    2116.60   (feet)  ADJUSTED  
 TO0151  ___________________________________________________________________
 TO0151  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TO0151  DYNAMIC HT  -         645.190 (meters)    2116.76  (feet)  COMP
 TO0151  MODELED GRAV-     980,667.3   (mgal)                       NAVD 88
 TO0151
 TO0151  VERT ORDER  -  FIRST     CLASS II
 TO0151
 TO0151.The horizontal coordinates were scaled from a topographic map and have
 TO0151.an estimated accuracy of +/- 6 seconds.
 TO0151
 TO0151.The orthometric height was determined by differential leveling
 TO0151.and adjusted by the National Geodetic Survey in June 1991..
 TO0151
 TO0151.The geoid height was determined by GEOID03.
 TO0151
 TO0151.The dynamic height is computed by dividing the NAVD 88
 TO0151.geopotential number by the normal gravity value computed on the
 TO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0151.degrees latitude (g = 980.6199 gals.).
 TO0151
 TO0151.The modeled gravity was interpolated from observed gravity values.
 TO0151
 TO0151;                    North         East    Units  Estimated Accuracy
 TO0151;SPC ID W     -   738,590.      751,910.      MT  (+/- 180 meters Scaled)
 TO0151
 TO0151                          SUPERSEDED SURVEY CONTROL
 TO0151
 TO0151  NGVD 29 (??/??/92)  643.962  (m)         2112.73   (f) ADJ UNCH    1 2
 TO0151
 TO0151.Superseded values are not recommended for survey control.
 TO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0151.See file dsdata.txt to determine how the superseded data were derived.
 TO0151
 TO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP446510(NAD 83)
 TO0151_MARKER: DB = BENCH MARK DISK
 TO0151_SETTING: 66 = SET IN ROCK OUTCROP
 TO0151_SP_SET: ROCK LEDGE
 TO0151_STAMPING: A 287 1944
 TO0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0151+STABILITY: POSITION/ELEVATION WELL
 TO0151
 TO0151  HISTORY     - Date     Condition        Report By
 TO0151  HISTORY     - 1944     MONUMENTED       CGS
 TO0151
 TO0151                          STATION DESCRIPTION
 TO0151
 TO0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0151'6.3 MI NW FROM HOPE.
 TO0151'ABOUT 6.3 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TO0151'STATION AT HOPE, BONNER COUNTY, AT THE SOUTHEAST END OF THE FIRST CUT
 TO0151'SOUTHEAST OF MILEPOST 110, ABOUT 4 RAILS NORTHWEST OF A ROAD CROSSING,
 TO0151'9 FEET NORTHEAST OF THE NORTHEAST RAIL, IN A ROCK LEDGE AND ABOUT 2
 TO0151'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A 287 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0003 ***********************************************************************
 TO0003  DESIGNATION -  A 288
 TO0003  PID         -  TO0003
 TO0003  STATE/COUNTY-  ID/BOUNDARY
 TO0003  USGS QUAD   -  NAPLES (1996)
 TO0003
 TO0003                         *CURRENT SURVEY CONTROL
 TO0003  ___________________________________________________________________
 TO0003* NAD 83(1986)-  48 31 35.     (N)    116 25 03.     (W)     SCALED    
 TO0003* NAVD 88     -       655.470  (meters)    2150.49   (feet)  ADJUSTED  
 TO0003  ___________________________________________________________________
 TO0003  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 TO0003  DYNAMIC HT  -         655.524 (meters)    2150.66  (feet)  COMP
 TO0003  MODELED GRAV-     980,672.9   (mgal)                       NAVD 88
 TO0003
 TO0003  VERT ORDER  -  FIRST     CLASS II
 TO0003
 TO0003.The horizontal coordinates were scaled from a topographic map and have
 TO0003.an estimated accuracy of +/- 6 seconds.
 TO0003
 TO0003.The orthometric height was determined by differential leveling
 TO0003.and adjusted by the National Geodetic Survey in June 1991..
 TO0003
 TO0003.The geoid height was determined by GEOID03.
 TO0003
 TO0003.The dynamic height is computed by dividing the NAVD 88
 TO0003.geopotential number by the normal gravity value computed on the
 TO0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0003.degrees latitude (g = 980.6199 gals.).
 TO0003
 TO0003.The modeled gravity was interpolated from observed gravity values.
 TO0003
 TO0003;                    North         East    Units  Estimated Accuracy
 TO0003;SPC ID W     -   762,510.      750,700.      MT  (+/- 180 meters Scaled)
 TO0003
 TO0003                          SUPERSEDED SURVEY CONTROL
 TO0003
 TO0003  NGVD 29 (??/??/92)  654.282  (m)         2146.59   (f) ADJ UNCH    1 2
 TO0003
 TO0003.Superseded values are not recommended for survey control.
 TO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0003.See file dsdata.txt to determine how the superseded data were derived.
 TO0003
 TO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP430749(NAD 83)
 TO0003_MARKER: DB = BENCH MARK DISK
 TO0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0003_STAMPING: A 288 1944
 TO0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0003+STABILITY: SURFACE MOTION
 TO0003
 TO0003  HISTORY     - Date     Condition        Report By
 TO0003  HISTORY     - 1944     MONUMENTED       CGS
 TO0003  HISTORY     - 1964     MARK NOT FOUND   USGS
 TO0003
 TO0003                          STATION DESCRIPTION
 TO0003
 TO0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0003'3.6 MI S FROM NAPLES.
 TO0003'3.6 MILES SOUTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 TO0003'STATION AT NAPLES, SET AT MILEPOST NO. 94, 95 FEET SOUTH OF THE
 TO0003'MILEPOST, 16 FEET WEST OF WEST RAIL OF TRACK, 30 FEET EAST OF FENCE, 1
 TO0003'FOOT ABOVE TRACK LEVEL, 2 FEET SOUTH OF REFERENCE POST.  IRON BENCH
 TO0003'MARK DISK SET IN TOP OF A PRECAST CONCRETE POST PROJECTING ABOUT 0.6
 TO0003'FOOT ABOVE THE GROUND.  NOTE-- RAILROAD RIGHT-OF-WAY HAD BEEN EXTENDED
 TO0003'OUT FROM THE TRACKS BY BULL DOZER.
 TO0003
 TO0003                          STATION RECOVERY (1964)
 TO0003
 TO0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0341 ***********************************************************************
 QB0341  DESIGNATION -  A 29
 QB0341  PID         -  QB0341
 QB0341  STATE/COUNTY-  ID/WASHINGTON
 QB0341  USGS QUAD   -  WEISER NORTH (1987)
 QB0341
 QB0341                         *CURRENT SURVEY CONTROL
 QB0341  ___________________________________________________________________
 QB0341* NAD 83(1986)-  44 19 54.     (N)    116 55 28.     (W)     SCALED    
 QB0341* NAVD 88     -       743.917  (meters)    2440.67   (feet)  ADJUSTED  
 QB0341  ___________________________________________________________________
 QB0341  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 QB0341  DYNAMIC HT  -         743.715 (meters)    2440.01  (feet)  COMP
 QB0341  MODELED GRAV-     980,322.8   (mgal)                       NAVD 88
 QB0341
 QB0341  VERT ORDER  -  FIRST     CLASS II
 QB0341
 QB0341.The horizontal coordinates were scaled from a topographic map and have
 QB0341.an estimated accuracy of +/- 6 seconds.
 QB0341
 QB0341.The orthometric height was determined by differential leveling
 QB0341.and adjusted by the National Geodetic Survey in June 1991..
 QB0341.WARNING-Repeat measurements at this control monument indicate possible
 QB0341.vertical movement.
 QB0341
 QB0341.The geoid height was determined by GEOID03.
 QB0341
 QB0341.The dynamic height is computed by dividing the NAVD 88
 QB0341.geopotential number by the normal gravity value computed on the
 QB0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0341.degrees latitude (g = 980.6199 gals.).
 QB0341
 QB0341.The modeled gravity was interpolated from observed gravity values.
 QB0341
 QB0341;                    North         East    Units  Estimated Accuracy
 QB0341;SPC ID W     -   296,710.      706,340.      MT  (+/- 180 meters Scaled)
 QB0341
 QB0341                          SUPERSEDED SURVEY CONTROL
 QB0341
 QB0341  NGVD 29 (??/??/92)  742.938  (m)         2437.46   (f) ADJ UNCH    1 2
 QB0341
 QB0341.Superseded values are not recommended for survey control.
 QB0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0341.See file dsdata.txt to determine how the superseded data were derived.
 QB0341
 QB0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK060087(NAD 83)
 QB0341_MARKER: DB = BENCH MARK DISK
 QB0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0341_SP_SET: CONCRETE POST
 QB0341_STAMPING: A 29 1933
 QB0341_MARK LOGO: CGS   
 QB0341_PROJECTION: FLUSH
 QB0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0341+STABILITY: SURFACE MOTION
 QB0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB0341+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 QB0341
 QB0341  HISTORY     - Date     Condition        Report By
 QB0341  HISTORY     - 1933     MONUMENTED       CGS
 QB0341  HISTORY     - 1965     GOOD             NGS
 QB0341  HISTORY     - 1983     GOOD             NGS
 QB0341  HISTORY     - 19900213 GOOD             NGS
 QB0341
 QB0341                          STATION DESCRIPTION
 QB0341
 QB0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QB0341'7.2 MI NE FROM WEISER.
 QB0341'7.2 MILES NORTHEAST ALONG U.S. HIGHWAY 95 FROM THE WEISER POST OFFICE,
 QB0341'0.15 MILE WEST OF MILE POST NO. 93, AT A GATE ON EITHER SIDE OF THE
 QB0341'HIGHWAY, 28 FEET NORTH OF THE CENTER OF THE HIGHWAY, 4 FEET WEST OF
 QB0341'THE WEST END OF A GATE, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND 1
 QB0341'FOOT EAST OF A METAL WITNESS POST SET IN A 10-INCH SQUARE CONCRETE
 QB0341'MONUMENT THAT PROJECTS 3 INCHES.
 QB0341
 QB0341                          STATION RECOVERY (1983)
 QB0341
 QB0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0341'THE MARK IS 0.15 M BELOW THE HIGHWAY.
 QB0341'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 QB0341'(0.1 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN WEISER, THENCE
 QB0341'11.8 KM (7.4 MI) NORTHEAST ALONG US HIGHWAY 95, 0.7 KM (0.4 MI) WEST
 QB0341'OF MILEPOST 90, 0.4 KM EAST (0.25 MI) EAST OF THE Y-JUNCTION OF A
 QB0341'PAVED ROAD LEADING NORTH, 9.1 METERS (30 FT) NORTH OF THE CENTERLINE
 QB0341'OF THE HIGHWAY, 1.2 METERS (4 FT) WEST OF THE WEST POST OF A WIRE
 QB0341'GATE, 0.5 METER (1.5 FT) SOUTH OF A FENCE.
 QB0341'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QB0341
 QB0341                          STATION RECOVERY (1990)
 QB0341
 QB0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QB0341'FROM THE POST OFFICE IN WEISER.  GO EAST ON MAIN STREET FOR 0.15 KM
 QB0341'(0.09 MI) TO THE JUNCTION OF U.S. HIGHWAY 95.  TURN LEFT AND GO
 QB0341'NORTHEAST ON U.S. HIGHWAY 95 FOR 3.05 KM (1.90 MI) TO THE JUNCTION
 QB0341'OF INDIAN HEAD ROAD AND THE WEISER TRUCK BYPASS, CONTINUE AHEAD ON
 QB0341'U.S. HIGHWAY 95 FOR 6.36 KM (3.95 MI) TO A BRIDGE AND A CROSSROADS
 QB0341'(DEVILS ELBOW GOES LEFT AND CARR RD GOES RIGHT) TURN LEFT AND GO
 QB0341'WESTERLY AND NORTH AND NORTHEAST ON DEVILS ELBOW RD FOR 3.87 KM (2.40
 QB0341'MI) TO THE MARK ON THE LEFT AT THE SOUTH EDGE OF A PLOWED FIELD AND
 QB0341'0.45 KM (0.28 MI) EAST OF A ROAD LEADING NORTH.  LOCATED 9.1 M (29.9
 QB0341'FT) NORTH OF THE CENTER OF THE ROAD, 0.3 M (1.0 FT) EAST FROM A
 QB0341'FIBERGLASS WITNESS POST AND ABOUT 0.15 M (0.49 FT) BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0046 ***********************************************************************
 OH0046  DESIGNATION -  A 290
 OH0046  PID         -  OH0046
 OH0046  STATE/COUNTY-  ID/ADA
 OH0046  USGS QUAD   -  BOISE SOUTH (1976)
 OH0046
 OH0046                         *CURRENT SURVEY CONTROL
 OH0046  ___________________________________________________________________
 OH0046* NAD 83(1986)-  43 34 20.     (N)    116 14 37.     (W)     SCALED    
 OH0046* NAVD 88     -       855.496  (meters)    2806.74   (feet)  ADJUSTED  
 OH0046  ___________________________________________________________________
 OH0046  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 OH0046  DYNAMIC HT  -         855.163 (meters)    2805.65  (feet)  COMP
 OH0046  MODELED GRAV-     980,202.1   (mgal)                       NAVD 88
 OH0046
 OH0046  VERT ORDER  -  SECOND    CLASS 0
 OH0046
 OH0046.This mark is at Boise Air Terminal (GOWEN FLD) Airport (BOI)
 OH0046
 OH0046.The horizontal coordinates were scaled from a topographic map and have
 OH0046.an estimated accuracy of +/- 6 seconds.
 OH0046
 OH0046.The orthometric height was determined by differential leveling
 OH0046.and adjusted by the National Geodetic Survey in June 1991..
 OH0046
 OH0046.The geoid height was determined by GEOID03.
 OH0046
 OH0046.The dynamic height is computed by dividing the NAVD 88
 OH0046.geopotential number by the normal gravity value computed on the
 OH0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0046.degrees latitude (g = 980.6199 gals.).
 OH0046
 OH0046.The modeled gravity was interpolated from observed gravity values.
 OH0046
 OH0046;                    North         East    Units  Estimated Accuracy
 OH0046;SPC ID W     -   211,780.      760,130.      MT  (+/- 180 meters Scaled)
 OH0046
 OH0046                          SUPERSEDED SURVEY CONTROL
 OH0046
 OH0046  NGVD 29 (??/??/92)  854.536  (m)         2803.59   (f) ADJ UNCH    2 0
 OH0046
 OH0046.Superseded values are not recommended for survey control.
 OH0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0046.See file dsdata.txt to determine how the superseded data were derived.
 OH0046
 OH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ610246(NAD 83)
 OH0046_MARKER: DB = BENCH MARK DISK
 OH0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0046_SP_SET: ABUTMENT
 OH0046_STAMPING: A 290 1945
 OH0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0046
 OH0046  HISTORY     - Date     Condition        Report By
 OH0046  HISTORY     - 1945     MONUMENTED       CGS
 OH0046  HISTORY     - 1950     GOOD             NGS
 OH0046  HISTORY     - 1970     GOOD             NGS
 OH0046  HISTORY     - 1983     GOOD             NGS
 OH0046  HISTORY     - 20000920 MARK NOT FOUND   ORBITE
 OH0046
 OH0046                          STATION DESCRIPTION
 OH0046
 OH0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OH0046'3.7 MI SW FROM BOISE.
 OH0046'1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OH0046'BOISE, THENCE 2.2 MILES SOUTH ALONG ORCHARD AVENUE, AT THE END OF
 OH0046'ORCHARD AVENUE, AT THE NORTHWEST CORNER OF THE BOISE AIR TERMINAL
 OH0046'(FORMERLY GOWEN FIELD), IN THE TOP OF THE EAST END OF THE SOUTH
 OH0046'CONCRETE ABUTMENT OF A FORMER BRIDGE OVER AN IRRIGATION CANAL, 6.2
 OH0046'FEET NORTHWEST OF THE SOUTHEAST END OF THE WING WALL, AND ABOUT LEVEL
 OH0046'WITH THE PROLONGATION OF THE AVENUE.
 OH0046
 OH0046                          STATION RECOVERY (1970)
 OH0046
 OH0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OH0046'RECOVERED IN GOOD CONDITION.
 OH0046
 OH0046                          STATION RECOVERY (1983)
 OH0046
 OH0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0046'RECOVERED IN GOOD CONDITION.
 OH0046
 OH0046                          STATION RECOVERY (2000)
 OH0046
 OH0046'RECOVERY NOTE BY ORBITECH INC 2000 (SHG)
 OH0046'UNABLE TO LOCATE THE WING WALL FOR THE FORMER BRIDGE. IF THE STATION
 OH0046'REMAINS, IT IS UNDER FILL THAT HAS BEEN DUMPED ON THE CANAL BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0064 ***********************************************************************
 QZ0064  DESIGNATION -  A 291
 QZ0064  PID         -  QZ0064
 QZ0064  STATE/COUNTY-  ID/LEMHI
 QZ0064  USGS QUAD   -  SHOUP (1991)
 QZ0064
 QZ0064                         *CURRENT SURVEY CONTROL
 QZ0064  ___________________________________________________________________
 QZ0064* NAD 83(1986)-  45 23 21.     (N)    114 15 49.     (W)     SCALED    
 QZ0064* NAVD 88     -      1038.986  (meters)    3408.74   (feet)  ADJUSTED  
 QZ0064  ___________________________________________________________________
 QZ0064  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 QZ0064  DYNAMIC HT  -        1038.605 (meters)    3407.49  (feet)  COMP
 QZ0064  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 QZ0064
 QZ0064  VERT ORDER  -  SECOND    CLASS 0
 QZ0064
 QZ0064.The horizontal coordinates were scaled from a topographic map and have
 QZ0064.an estimated accuracy of +/- 6 seconds.
 QZ0064
 QZ0064.The orthometric height was determined by differential leveling
 QZ0064.and adjusted by the National Geodetic Survey in June 1991..
 QZ0064
 QZ0064.The geoid height was determined by GEOID03.
 QZ0064
 QZ0064.The dynamic height is computed by dividing the NAVD 88
 QZ0064.geopotential number by the normal gravity value computed on the
 QZ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0064.degrees latitude (g = 980.6199 gals.).
 QZ0064
 QZ0064.The modeled gravity was interpolated from observed gravity values.
 QZ0064
 QZ0064;                    North         East    Units  Estimated Accuracy
 QZ0064;SPC ID C     -   413,590.      479,360.      MT  (+/- 180 meters Scaled)
 QZ0064
 QZ0064                          SUPERSEDED SURVEY CONTROL
 QZ0064
 QZ0064  NGVD 29 (??/??/92) 1037.834  (m)         3404.96   (f) ADJ UNCH    2 0
 QZ0064
 QZ0064.Superseded values are not recommended for survey control.
 QZ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0064.See file dsdata.txt to determine how the superseded data were derived.
 QZ0064
 QZ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL142298(NAD 83)
 QZ0064_MARKER: DB = BENCH MARK DISK
 QZ0064_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0064_SP_SET: ROCK OUTCROP
 QZ0064_STAMPING: A 291 1945
 QZ0064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0064+STABILITY: POSITION/ELEVATION WELL
 QZ0064
 QZ0064  HISTORY     - Date     Condition        Report By
 QZ0064  HISTORY     - 1945     MONUMENTED       CGS
 QZ0064
 QZ0064                          STATION DESCRIPTION
 QZ0064
 QZ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0064'1.1 MI E FROM SHOUP.
 QZ0064'1.1 MILES EAST ALONG THE NORTH FORK-SHOUP ROAD FROM THE POST OFFICE AT
 QZ0064'SHOUP, SET IN TOP OF A ROCK OUTCROP ON THE OUTSIDE OF A CURVE WITH
 QZ0064'TANGENTS LEADING NORTHEAST AND WEST, ON THE SOUTHEAST SIDE OF ROAD
 QZ0064'FROM A DEEP CUT, 47 FEET SOUTHEAST OF CENTER-LINE OF THE ROAD, 8 FEET
 QZ0064'NORTHWEST OF THE EDGE OF RIVER BLUFF, ABOUT LEVEL WITH THE ROAD. IRON
 QZ0064'BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0095 ***********************************************************************
 QZ0095  DESIGNATION -  A 292
 QZ0095  PID         -  QZ0095
 QZ0095  STATE/COUNTY-  ID/LEMHI
 QZ0095  USGS QUAD   -  BUTTS CREEK POINT (1962)
 QZ0095
 QZ0095                         *CURRENT SURVEY CONTROL
 QZ0095  ___________________________________________________________________
 QZ0095* NAD 83(1986)-  45 19 35.     (N)    114 38 48.     (W)     SCALED    
 QZ0095* NAVD 88     -       913.055  (meters)    2995.58   (feet)  ADJUSTED  
 QZ0095  ___________________________________________________________________
 QZ0095  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 QZ0095  DYNAMIC HT  -         912.725 (meters)    2994.50  (feet)  COMP
 QZ0095  MODELED GRAV-     980,226.4   (mgal)                       NAVD 88
 QZ0095
 QZ0095  VERT ORDER  -  SECOND    CLASS 0
 QZ0095
 QZ0095.The horizontal coordinates were scaled from a topographic map and have
 QZ0095.an estimated accuracy of +/- 6 seconds.
 QZ0095
 QZ0095.The orthometric height was determined by differential leveling
 QZ0095.and adjusted by the National Geodetic Survey in June 1991..
 QZ0095
 QZ0095.The geoid height was determined by GEOID03.
 QZ0095
 QZ0095.The dynamic height is computed by dividing the NAVD 88
 QZ0095.geopotential number by the normal gravity value computed on the
 QZ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0095.degrees latitude (g = 980.6199 gals.).
 QZ0095
 QZ0095.The modeled gravity was interpolated from observed gravity values.
 QZ0095
 QZ0095;                    North         East    Units  Estimated Accuracy
 QZ0095;SPC ID C     -   406,790.      449,310.      MT  (+/- 180 meters Scaled)
 QZ0095
 QZ0095                          SUPERSEDED SURVEY CONTROL
 QZ0095
 QZ0095  NGVD 29 (??/??/92)  911.891  (m)         2991.76   (f) ADJ UNCH    2 0
 QZ0095
 QZ0095.Superseded values are not recommended for survey control.
 QZ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0095.See file dsdata.txt to determine how the superseded data were derived.
 QZ0095
 QZ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL844219(NAD 83)
 QZ0095_MARKER: DB = BENCH MARK DISK
 QZ0095_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0095_SP_SET: ROCK OUTCROP
 QZ0095_STAMPING: A 292 1945
 QZ0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0095+STABILITY: POSITION/ELEVATION WELL
 QZ0095
 QZ0095  HISTORY     - Date     Condition        Report By
 QZ0095  HISTORY     - 1945     MONUMENTED       CGS
 QZ0095
 QZ0095                          STATION DESCRIPTION
 QZ0095
 QZ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0095'23.4 MI W FROM SHOUP.
 QZ0095'23.4 MILES WEST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT SHOUP,
 QZ0095'SET IN THE TOP OF A ROCK OUTCROP, ABOUT 180 FEET NORTH OF THE
 QZ0095'NORTHEAST END OF A CABLE CROSSING, ON THE NORTHEAST SIDE OF RIVER FROM
 QZ0095'A SMALL ORCHARD, 26 FEET NORTHEAST OF CENTER-LINE OF ROAD, ABOUT 1
 QZ0095'FOOT ABOVE ROAD LEVEL.  IRON BENCH MARK DISK SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0366 ***********************************************************************
 NV0366  DESIGNATION -  A 293
 NV0366  PID         -  NV0366
 NV0366  STATE/COUNTY-  ID/GOODING
 NV0366  USGS QUAD   -  BLISS (1992)
 NV0366
 NV0366                         *CURRENT SURVEY CONTROL
 NV0366  ___________________________________________________________________
 NV0366* NAD 83(1986)-  42 55 25.     (N)    114 56 59.     (W)     SCALED    
 NV0366* NAVD 88     -       994.729  (meters)    3263.54   (feet)  ADJUSTED  
 NV0366  ___________________________________________________________________
 NV0366  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 NV0366  DYNAMIC HT  -         994.283 (meters)    3262.08  (feet)  COMP
 NV0366  MODELED GRAV-     980,137.5   (mgal)                       NAVD 88
 NV0366
 NV0366  VERT ORDER  -  SECOND    CLASS 0
 NV0366
 NV0366.The horizontal coordinates were scaled from a topographic map and have
 NV0366.an estimated accuracy of +/- 6 seconds.
 NV0366
 NV0366.The orthometric height was determined by differential leveling
 NV0366.and adjusted by the National Geodetic Survey in June 1991..
 NV0366
 NV0366.The geoid height was determined by GEOID03.
 NV0366
 NV0366.The dynamic height is computed by dividing the NAVD 88
 NV0366.geopotential number by the normal gravity value computed on the
 NV0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0366.degrees latitude (g = 980.6199 gals.).
 NV0366
 NV0366.The modeled gravity was interpolated from observed gravity values.
 NV0366
 NV0366;                    North         East    Units  Estimated Accuracy
 NV0366;SPC ID C     -   140,050.      422,470.      MT  (+/- 180 meters Scaled)
 NV0366
 NV0366                          SUPERSEDED SURVEY CONTROL
 NV0366
 NV0366  NGVD 29 (??/??/92)  993.917  (m)         3260.88   (f) ADJ UNCH    2 0
 NV0366
 NV0366.Superseded values are not recommended for survey control.
 NV0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0366.See file dsdata.txt to determine how the superseded data were derived.
 NV0366
 NV0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH673543(NAD 83)
 NV0366_MARKER: DB = BENCH MARK DISK
 NV0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0366_STAMPING: A 293 1944
 NV0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0366+STABILITY: SURFACE MOTION
 NV0366
 NV0366  HISTORY     - Date     Condition        Report By
 NV0366  HISTORY     - 1944     MONUMENTED       CGS
 NV0366  HISTORY     - 1945     GOOD             NGS
 NV0366  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0366
 NV0366                          STATION DESCRIPTION
 NV0366
 NV0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0366'IN BLISS.
 NV0366'ALONG HIGHWAY U.S. 30.  AT THE INTERSECTION OF HIGHWAY U.S. 30 AND
 NV0366'STATE HIGHWAY 24.  ABOUT 0.1 MILE EAST OF THE Y INN. 57 YARDS
 NV0366'NORTHWEST OF HIGHWAY SIGNS POINTING DISTANCES SOUTH AND EAST. 29 YARDS
 NV0366'NORTHEAST OF THE INTERSECTION OF THE CENTER-LINES OF HIGHWAY U.S. 30
 NV0366'AND STATE HIGHWAY 24 AT THE MOST WESTERLY END OF THE INTERSECTION.
 NV0366'55.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY U.S. 30.2 FEET BELOW
 NV0366'THE HIGHWAY.  1 FOOT ABOVE THE GROUND.  A STANDARD DISK SET IN A
 NV0366'CONCRETE POST.  IN 1945, THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 NV0366'HIGHWAY 24 WAS 0.55 MILE WEST OF THE PRESENT JUNCTION OF U.S. HIGHWAYS
 NV0366'20, 26, AND 30.
 NV0366
 NV0366                          STATION RECOVERY (1983)
 NV0366
 NV0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0366'NOT RECOVERED.  AREA DESCRIBED IS NOW THE POST OFFICE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0452 ***********************************************************************
 OH0452  DESIGNATION -  A 294
 OH0452  PID         -  OH0452
 OH0452  STATE/COUNTY-  ID/OWYHEE
 OH0452  USGS QUAD   -  MARSING (1971)
 OH0452
 OH0452                         *CURRENT SURVEY CONTROL
 OH0452  ___________________________________________________________________
 OH0452* NAD 83(1986)-  43 33 35.     (N)    116 48 45.     (W)     SCALED    
 OH0452* NAVD 88     -       685.660  (meters)    2249.54   (feet)  ADJUSTED  
 OH0452  ___________________________________________________________________
 OH0452  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 OH0452  DYNAMIC HT  -         685.416 (meters)    2248.74  (feet)  COMP
 OH0452  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 OH0452
 OH0452  VERT ORDER  -  SECOND    CLASS 0
 OH0452
 OH0452.The horizontal coordinates were scaled from a topographic map and have
 OH0452.an estimated accuracy of +/- 6 seconds.
 OH0452
 OH0452.The orthometric height was determined by differential leveling
 OH0452.and adjusted by the National Geodetic Survey in June 1991..
 OH0452
 OH0452.The geoid height was determined by GEOID03.
 OH0452
 OH0452.The dynamic height is computed by dividing the NAVD 88
 OH0452.geopotential number by the normal gravity value computed on the
 OH0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0452.degrees latitude (g = 980.6199 gals.).
 OH0452
 OH0452.The modeled gravity was interpolated from observed gravity values.
 OH0452
 OH0452;                    North         East    Units  Estimated Accuracy
 OH0452;SPC ID W     -   210,830.      714,160.      MT  (+/- 180 meters Scaled)
 OH0452
 OH0452                          SUPERSEDED SURVEY CONTROL
 OH0452
 OH0452  NGVD 29 (??/??/92)  684.719  (m)         2246.45   (f) ADJ UNCH    2 0
 OH0452
 OH0452.Superseded values are not recommended for survey control.
 OH0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0452.See file dsdata.txt to determine how the superseded data were derived.
 OH0452
 OH0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ151229(NAD 83)
 OH0452_MARKER: DB = BENCH MARK DISK
 OH0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0452_STAMPING: A 294 1944
 OH0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0452+STABILITY: SURFACE MOTION
 OH0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0452+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 OH0452
 OH0452  HISTORY     - Date     Condition        Report By
 OH0452  HISTORY     - 1944     MONUMENTED       CGS
 OH0452  HISTORY     - 20040323 GOOD             JUBENG
 OH0452  HISTORY     - 20051209 GOOD             YERION
 OH0452
 OH0452                          STATION DESCRIPTION
 OH0452
 OH0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0452'1.0 MI NW FROM MARSING.
 OH0452'1.0 MILE NORTHWEST FROM THE RAILROAD STATION AT MARSING, OWYHEE
 OH0452'COUNTY, FOLLOW THE GRAVEL ROAD PARALLELING THE RAILROAD NORTHWEST FOR
 OH0452'1.0 MILE TO A FARMHOUSE, AT THE NORTHWEST CORNER OF A GARDEN PLOT AT
 OH0452'THE FARM, 49 YARDS NORTH OF THE FARM DRIVE, 53 FEET SOUTH OF AN
 OH0452'IRRIGATION DITCH CROSSING ROAD, 6 FEET SOUTH OF A FENCE CORNER, 18
 OH0452'FEET SOUTHEAST OF THE CENTER OF A CROSSROAD INTERSECTION, 18 FEET
 OH0452'SOUTH OF A POWER POLE, 18 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 OH0452'ROAD AND 3 FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN POST.  A STANDARD
 OH0452'BRONZE DISK SET IN THE TOP  OF A CONCRETE POST 1 FOOT ABOVE THE
 OH0452'GROUND.
 OH0452
 OH0452                          STATION RECOVERY (2004)
 OH0452
 OH0452'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2004 (TRR)
 OH0452'LOCATED EAST OF THE T INTERSECTION OF THE NORTH BRUNEAU HIGHWAY AND
 OH0452'EAST THOMPSON ROAD.  33 FEET SOUTHEASTERLY THE ROADS CL INTESECTION.
 OH0452'30 FEET SOUTHEASTERLY OF A POWER POLE.
 OH0452
 OH0452                          STATION RECOVERY (2005)
 OH0452
 OH0452'RECOVERY NOTE BY GEORGE YERION 2005 (GY)
 OH0452'SINGLE L1/L2 RTK TIE FROM OPUS-CORRECTED BASE STATION N 43 33
 OH0452'34.84018, W 116 48 44.55572, NAD 83 (CORS96)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0354 ***********************************************************************
 OH0354  DESIGNATION -  A 295
 OH0354  PID         -  OH0354
 OH0354  STATE/COUNTY-  ID/OWYHEE
 OH0354  USGS QUAD   -  WILSON PEAK (1992)
 OH0354
 OH0354                         *CURRENT SURVEY CONTROL
 OH0354  ___________________________________________________________________
 OH0354* NAD 83(1992)-  43 20 11.09139(N)    116 37 49.32973(W)     ADJUSTED  
 OH0354* NAVD 88     -       722.789  (meters)    2371.35   (feet)  ADJUSTED  
 OH0354  ___________________________________________________________________
 OH0354  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 OH0354  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 OH0354  DYNAMIC HT  -         722.514 (meters)    2370.45  (feet)  COMP
 OH0354  MODELED GRAV-     980,215.4   (mgal)                       NAVD 88
 OH0354
 OH0354  HORZ ORDER  -  THIRD
 OH0354  VERT ORDER  -  SECOND    CLASS 0
 OH0354
 OH0354.The horizontal coordinates were established by classical geodetic methods
 OH0354.and adjusted by the National Geodetic Survey in July 1992..
 OH0354
 OH0354.The orthometric height was determined by differential leveling
 OH0354.and adjusted by the National Geodetic Survey in June 1991..
 OH0354
 OH0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0354
 OH0354.The geoid height was determined by GEOID03.
 OH0354
 OH0354.The dynamic height is computed by dividing the NAVD 88
 OH0354.geopotential number by the normal gravity value computed on the
 OH0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0354.degrees latitude (g = 980.6199 gals.).
 OH0354
 OH0354.The modeled gravity was interpolated from observed gravity values.
 OH0354
 OH0354;                    North         East     Units Scale Factor Converg.
 OH0354;SPC ID W     -   185,844.684   728,611.302   MT  0.99999600   -0 36 15.1
 OH0354;UTM  11      - 4,798,240.461   529,963.107   MT  0.99961104   +0 15 13.2
 OH0354
 OH0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0354!SPC ID W     -   0.99988937  x   0.99999600  =   0.99988537
 OH0354!UTM  11      -   0.99988937  x   0.99961104  =   0.99950045
 OH0354
 OH0354:                Primary Azimuth Mark                     Grid Az
 OH0354:SPC ID W     -  Z 294                                    313 49 05.0
 OH0354:UTM  11      -  Z 294                                    312 57 36.7
 OH0354
 OH0354|---------------------------------------------------------------------|
 OH0354| PID    Reference Object                     Distance      Geod. Az  |
 OH0354|                                                           dddmmss.s |
 OH0354| OH0353 Z 294                                              3131249.9 |
 OH0354|---------------------------------------------------------------------|
 OH0354
 OH0354                          SUPERSEDED SURVEY CONTROL
 OH0354
 OH0354  NAD 83(1986)-  43 20 11.09069(N)    116 37 49.32640(W) AD(       ) 3
 OH0354  NAD 27      -  43 20 11.51137(N)    116 37 45.87808(W) AD(       ) 3
 OH0354  NGVD 29 (??/??/92)  721.867  (m)         2368.33   (f) ADJ UNCH    2 0
 OH0354
 OH0354.Superseded values are not recommended for survey control.
 OH0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0354.See file dsdata.txt to determine how the superseded data were derived.
 OH0354
 OH0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH2996398240(NAD 83)
 OH0354_MARKER: DB = BENCH MARK DISK
 OH0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0354_STAMPING: A 295 1944
 OH0354_MARK LOGO: CGS   
 OH0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0354+STABILITY: SURFACE MOTION
 OH0354
 OH0354  HISTORY     - Date     Condition        Report By
 OH0354  HISTORY     - 1944     MONUMENTED       CGS
 OH0354  HISTORY     - 1957     GOOD             USGS
 OH0354  HISTORY     - 1980     GOOD             NGS
 OH0354  HISTORY     - 19990524 GOOD             IDTD
 OH0354
 OH0354                          STATION DESCRIPTION
 OH0354
 OH0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH0354'STATION IS LOCATED ABOUT 1.2 MILES (AIR LINE) W OF THE BRIDGE
 OH0354'CROSSING THE SNAKE RIVER ABOUT 3 MILES SW OF MELBA (ON STATE
 OH0354'HIGHWAY 45), AT A T-JUNCTION OF GRAVEL ROADS, 2 FEET E OF FENCE
 OH0354'LINE, 5 FEET N OF TELEPHONE POLE 6, AND 41 FEET NW OF THE
 OH0354'CENTER OF THE T-JUNCTION.
 OH0354'
 OH0354'STATION MARK IS A BRONZE BENCH-MARK DISK SET IN A CONCRETE POST
 OH0354'PROJECTING 5 INCHES.  IT IS STAMPED A 295 1944.
 OH0354'
 OH0354'NO REFERENCE MARK WAS ESTABLISHED.
 OH0354'
 OH0354'AZIMUTH MARK IS 0.75 MILE (AIR LINE) NW OF THE STATION, 25
 OH0354'FEET N OF THE CENTER LINE OF GRAVEL ROAD, AND 2 FEET S OF AN
 OH0354'E-W FENCE LINE.  IT IS A BRONZE BENCH-MARK DISK STAMPED
 OH0354'Z 294 1944 AND PROJECTS 5 INCHES.  IT IS WITNESSED BY A
 OH0354'4-INCH-SQUARE WHITE WOODEN WITNESS POST PROJECTING 2-1/2 FEET.
 OH0354'
 OH0354'TO REACH STATION FROM THE BRIDGE CROSSING THE SNAKE RIVER ON
 OH0354'STATE HIGHWAY 45, GO W ON HIGHWAY FOR 0.3 MILE TO A GRAVEL
 OH0354'ROAD RIGHT AND SIGN GIVEN SPRINGS AND MARSING, TURN RIGHT (W)
 OH0354'AND CONTINUE FOR 1.2 MILES TO A T-JUNCTION AND THE STATION ON
 OH0354'THE RIGHT.
 OH0354'
 OH0354'TO REACH AZIMUTH MARK FROM THE STATION, GO N ON GRAVEL ROAD FOR
 OH0354'0.5 MILE, TURN LEFT (W) AND GO 0.5 MILE TO THE MARK ON THE RIGHT.
 OH0354
 OH0354                          STATION RECOVERY (1957)
 OH0354
 OH0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OH0354'19.6 MI SE FROM MARSING.
 OH0354'19.6 MILES SOUTHEAST OF THE MAIN STREET AT MARSING, OWYHEE COUNTY,
 OH0354'ALONG THE MARSING TO MURPHY HIGHWAY, 1.5 MILES WEST OF THE SNAKE RIVER
 OH0354'BRIDGE AT WALTERS FERRY, AT A CROSSROADS, 20 FEET SOUTH OF THE
 OH0354'CENTERLINE OF THE ROAD, 38 FEET WEST OF THE CENTERLINE OF A LANE, 2
 OH0354'FEET NORTH OF A FENCE AND 2 FEET WEST OF A 4 X 4 INCH WHITE WOODEN
 OH0354'POST.  A STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE POST 2
 OH0354'INCHES ABOVE THE GROUND.
 OH0354
 OH0354                          STATION RECOVERY (1980)
 OH0354
 OH0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OH0354'THE STATION AND BENCH MARK Z 294 USED AS THE AZIMUTH MARK WERE
 OH0354'RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS WERE ESTABLISHED AT
 OH0354'THIS TIME.
 OH0354'
 OH0354'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MELBA, AND 1.2
 OH0354'MILES WEST OF THE STATE HIGHWAY 45 BRIDGE OVER THE SNAKE RIVER.
 OH0354'
 OH0354'TO REACH THE STATION FROM THE WEST END OF STATE HIGHWAY 45 BRIDGE
 OH0354'OVER THE SNAKE RIVER, GO WEST ON HIGHWAY 45 FOR 0.3 MILE TO A ROAD
 OH0354'FORK, TAKE LEFT FORK AND GO 0.4 MILE TO THE JUNCTION OF HIGHWAY 78,
 OH0354'TURN LEFT SOUTH AND GO 0.2 MILE, TURN RIGHT TOWARD REYNOLDS AND GO
 OH0354'1.6 MILES TO A T JUNCTION, TURN RIGHT AND GO 0.55 MILES TO THE MARK
 OH0354'ON THE LEFT.
 OH0354'
 OH0354'THE STATION IS A STANDARD USC AND GS BENCH MARK DISK STAMPED---A 295
 OH0354'1944---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM (10
 OH0354'INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 13.7 METERS (45 FEET)
 OH0354'NW FROM THE CENTERLINE INTERSECTION OF A DRIVEWAY AND PAVED ROAD, 6.4
 OH0354'METERS (21 FEET) W FROM THE CENTERLINE OF THE ROAD, 0.64 METER (2.1
 OH0354'FEET) NE FROM POWERPOLE NUMBER 20 J 14, 0.79 METER (2.6 FEET) E FROM
 OH0354'A METAL WITNESS POST IN FENCE LINE, AND 0.64 METER (2.1 FEET) S FROM
 OH0354'A 4 IN BY 4 IN BY 2 FEET POST.
 OH0354'
 OH0354'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OH0354'STAMPED---A 295 1944 NO 1 1980---SET INTO THE TOP OF A ROUND
 OH0354'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 13 CM (5
 OH0354'INCHES) ABOVE THE GROUND LOCATED 10.1 METERS (33 FEET) N FROM A POWER
 OH0354'POLE, 6.7 METERS (22 FEET) W FROM THE CENTERLINE OF PAVED ROAD, 0.3
 OH0354'METER (1 FOOT) E FROM A FENCE LINE, AND 0.15 METER (0.5 FOOT) HIGHER
 OH0354'THAN THE STATION.
 OH0354'
 OH0354'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OH0354'STAMPED---A 295 1944 NO 2 1980---SET INTO THE TOP OF A ROUND
 OH0354'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 10 CM (4
 OH0354'INCHES) ABOVE THE GROUND LOCATED 12.2 METERS (40 FEET) N FROM THE
 OH0354'CENTERLINE OF A DRIVEWAY, 7.9 METERS (26 FEET) NNW FROM A T JUNCTION
 OH0354'OF AN IRRIGATION DITCH, 6.4 METERS (21 FEET) E FROM THE CENTERLINE OF
 OH0354'A PAVED ROAD, 0.34 METER (1.1 FEET) W FROM A FENCE, AND 0.3 METER (1
 OH0354'FOOT) LOWER THAN THE STATION.
 OH0354'
 OH0354'AZIMUTH MARK NO. 1 IS A STANDARD BENCH MARK DISK STAMPED---Z 294
 OH0354'1944---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM (10
 OH0354'INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 152.4 METERS (500 FEET)
 OH0354'W FROM A RESIDENCE, 14.6 METERS (48 FEET) N FROM THE CENTERLINE OF A
 OH0354'PAVED ROAD, 4.6 METERS (15 FEET) ESE FROM A 3 FEET IN DIAMETER TREE,
 OH0354'AND 0.3 METER (1 FOOT) S FROM A METAL WITNESS POST IN A FENCE LINE.
 OH0354'
 OH0354'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE N 0.5 MILE TO A T
 OH0354'JUNCTION, TURN LEFT ON STATE HIGHWAY 78 AND GO 0.55 MILE TO THE MARK
 OH0354'ON THE RIGHT.
 OH0354
 OH0354                          STATION RECOVERY (1999)
 OH0354
 OH0354'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 OH0354'MARK WAS RECOVERED IN GOOD CONDITION AND HAS A CLEAR SKY FOR GPS
 OH0354'EXCEPT FOR ONE LARGE TREE IN THE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0292 ***********************************************************************
 OH0292  DESIGNATION -  A 296
 OH0292  PID         -  OH0292
 OH0292  STATE/COUNTY-  ID/OWYHEE
 OH0292  USGS QUAD   -  WILD HORSE BUTTE (1992)
 OH0292
 OH0292                         *CURRENT SURVEY CONTROL
 OH0292  ___________________________________________________________________
 OH0292* NAD 83(1986)-  43 08 48.     (N)    116 19 50.     (W)     SCALED    
 OH0292* NAVD 88     -       710.005  (meters)    2329.41   (feet)  ADJUSTED  
 OH0292  ___________________________________________________________________
 OH0292  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 OH0292  DYNAMIC HT  -         709.718 (meters)    2328.47  (feet)  COMP
 OH0292  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 OH0292
 OH0292  VERT ORDER  -  SECOND    CLASS 0
 OH0292
 OH0292.The horizontal coordinates were scaled from a topographic map and have
 OH0292.an estimated accuracy of +/- 6 seconds.
 OH0292
 OH0292.The orthometric height was determined by differential leveling
 OH0292.and adjusted by the National Geodetic Survey in June 1991..
 OH0292
 OH0292.The geoid height was determined by GEOID03.
 OH0292
 OH0292.The dynamic height is computed by dividing the NAVD 88
 OH0292.geopotential number by the normal gravity value computed on the
 OH0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0292.degrees latitude (g = 980.6199 gals.).
 OH0292
 OH0292.The modeled gravity was interpolated from observed gravity values.
 OH0292
 OH0292;                    North         East    Units  Estimated Accuracy
 OH0292;SPC ID W     -   164,550.      752,780.      MT  (+/- 180 meters Scaled)
 OH0292
 OH0292                          SUPERSEDED SURVEY CONTROL
 OH0292
 OH0292  NGVD 29 (??/??/92)  709.098  (m)         2326.43   (f) ADJ UNCH    2 0
 OH0292
 OH0292.Superseded values are not recommended for survey control.
 OH0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0292.See file dsdata.txt to determine how the superseded data were derived.
 OH0292
 OH0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH544773(NAD 83)
 OH0292_MARKER: DB = BENCH MARK DISK
 OH0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0292_STAMPING: A 296 1944
 OH0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0292+STABILITY: SURFACE MOTION
 OH0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0292+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 OH0292
 OH0292  HISTORY     - Date     Condition        Report By
 OH0292  HISTORY     - 1944     MONUMENTED       CGS
 OH0292  HISTORY     - 20050705 GOOD             JUBENG
 OH0292
 OH0292                          STATION DESCRIPTION
 OH0292
 OH0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0292'8.3 MI SE FROM SWAN FALLS DAM.
 OH0292'8.3 MILES SOUTHEAST OF THE DAM AT SWAN FALLS DAM, ADA COUNTY, IN THE
 OH0292'CANYON ALONG THE SOUTHWEST BANK OF SNAKE RIVER, 21.4 MILES NORTHWEST
 OH0292'OF THE SNAKE RIVER BRIDGE AT GRAND VIEW, 2.0 MILES SOUTHEAST OF THE
 OH0292'MOUTH OF A DRY CREEK, 2.8 MILES NORTHWEST OF A RANCH ON THE SOUTHWEST
 OH0292'BANK OF SNAKE RIVER, 100 YARDS NORTH OF THE SOUTH END OF A FLAT, 30
 OH0292'YARDS NORTH OF A DEEP WASH, 14 YARDS WEST OF THE RIVER BANK AND 4.5
 OH0292'FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN POST.  A STANDARD BRONZE DISK
 OH0292'SET IN THE TOP OF A CONCRETE POST 8 INCHES ABOVE THE GROUND.
 OH0292
 OH0292                          STATION RECOVERY (2005)
 OH0292
 OH0292'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2005 (TRR)
 OH0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0695 ***********************************************************************
 NV0695  DESIGNATION -  A 297
 NV0695  PID         -  NV0695
 NV0695  STATE/COUNTY-  ID/OWYHEE
 NV0695  USGS QUAD   -  C J STRIKE DAM (1992)
 NV0695
 NV0695                         *CURRENT SURVEY CONTROL
 NV0695  ___________________________________________________________________
 NV0695* NAD 83(1986)-  42 56 28.     (N)    115 57 48.     (W)     SCALED    
 NV0695* NAVD 88     -       728.447  (meters)    2389.91   (feet)  ADJUSTED  
 NV0695  ___________________________________________________________________
 NV0695  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 NV0695  DYNAMIC HT  -         728.131 (meters)    2388.88  (feet)  COMP
 NV0695  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 NV0695
 NV0695  VERT ORDER  -  SECOND    CLASS 0
 NV0695
 NV0695.The horizontal coordinates were scaled from a topographic map and have
 NV0695.an estimated accuracy of +/- 6 seconds.
 NV0695
 NV0695.The orthometric height was determined by differential leveling
 NV0695.and adjusted by the National Geodetic Survey in June 1991..
 NV0695
 NV0695.The geoid height was determined by GEOID03.
 NV0695
 NV0695.The dynamic height is computed by dividing the NAVD 88
 NV0695.geopotential number by the normal gravity value computed on the
 NV0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0695.degrees latitude (g = 980.6199 gals.).
 NV0695
 NV0695.The modeled gravity was interpolated from observed gravity values.
 NV0695
 NV0695;                    North         East    Units  Estimated Accuracy
 NV0695;SPC ID W     -   141,580.      782,590.      MT  (+/- 180 meters Scaled)
 NV0695
 NV0695                          SUPERSEDED SURVEY CONTROL
 NV0695
 NV0695  NGVD 29 (??/??/92)  727.571  (m)         2387.04   (f) ADJ UNCH    2 0
 NV0695
 NV0695.Superseded values are not recommended for survey control.
 NV0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0695.See file dsdata.txt to determine how the superseded data were derived.
 NV0695
 NV0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH845547(NAD 83)
 NV0695_MARKER: DB = BENCH MARK DISK
 NV0695_SETTING: 0 = UNSPECIFIED SETTING
 NV0695_STAMPING: A 297 1944
 NV0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0695
 NV0695  HISTORY     - Date     Condition        Report By
 NV0695  HISTORY     - 1944     MONUMENTED       CGS
 NV0695
 NV0695                          STATION DESCRIPTION
 NV0695
 NV0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NV0695'8.4 MI SE FROM GRANDVIEW.
 NV0695'ALONG A TRACK FARM ROAD LEADING FROM A RANCH, ACROSS THE BRUNEAU RIVER
 NV0695'INTO THE SNAKE RIVER CANYON.  TO REACH FROM THE SNAKE RIVER BRIDGE AT
 NV0695'GRANDVIEW, FOLLOW THE GRANDVIEW TO BRUNEAU HIGHWAY FOR 8.2 MILES TO A
 NV0695'Y ROAD INTERSECTION.  TAKE LEFT FORK NORTHERLY TO A RANCH. CONTINUE
 NV0695'NORTH ALONG THE WEST SIDE OF THE RANCH HOUSE TO THE SECOND WIRE GATE
 NV0695'NORTH OF THE HOUSE AND THE BENCH MARK.  APPROXIMATELY 240 YARDS NORTH
 NV0695'OF THE FARM HOUSE.  2 FEET NORTHWEST OF A FENCE CORNER. 25 FEET EAST
 NV0695'OF THE CENTER LINE OF THE ROAD.  2 FEET WEST OF A NORTH-SOUTH FENCE.
 NV0695'2.5 FEET EAST OF A 4 INCH BY 4 INCH WHITE WOODEN POST. 1 FOOT ABOVE
 NV0695'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0720 ***********************************************************************
 NV0720  DESIGNATION -  A 298
 NV0720  PID         -  NV0720
 NV0720  STATE/COUNTY-  ID/ELMORE
 NV0720  USGS QUAD   -  BRUNEAU DUNES (1992)
 NV0720
 NV0720                         *CURRENT SURVEY CONTROL
 NV0720  ___________________________________________________________________
 NV0720* NAD 83(1986)-  42 56 40.     (N)    115 40 31.     (W)     SCALED    
 NV0720* NAVD 88     -       753.230  (meters)    2471.22   (feet)  ADJUSTED  
 NV0720  ___________________________________________________________________
 NV0720  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 NV0720  DYNAMIC HT  -         752.914 (meters)    2470.19  (feet)  COMP
 NV0720  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 NV0720
 NV0720  VERT ORDER  -  SECOND    CLASS 0
 NV0720
 NV0720.The horizontal coordinates were scaled from a topographic map and have
 NV0720.an estimated accuracy of +/- 6 seconds.
 NV0720
 NV0720.The orthometric height was determined by differential leveling
 NV0720.and adjusted by the National Geodetic Survey in June 1991..
 NV0720
 NV0720.The geoid height was determined by GEOID03.
 NV0720
 NV0720.The dynamic height is computed by dividing the NAVD 88
 NV0720.geopotential number by the normal gravity value computed on the
 NV0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0720.degrees latitude (g = 980.6199 gals.).
 NV0720
 NV0720.The modeled gravity was interpolated from observed gravity values.
 NV0720
 NV0720;                    North         East    Units  Estimated Accuracy
 NV0720;SPC ID W     -   141,930.      806,100.      MT  (+/- 180 meters Scaled)
 NV0720
 NV0720                          SUPERSEDED SURVEY CONTROL
 NV0720
 NV0720  NGVD 29 (??/??/92)  752.391  (m)         2468.47   (f) ADJ UNCH    2 0
 NV0720
 NV0720.Superseded values are not recommended for survey control.
 NV0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0720.See file dsdata.txt to determine how the superseded data were derived.
 NV0720
 NV0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH080554(NAD 83)
 NV0720_MARKER: DB = BENCH MARK DISK
 NV0720_SETTING: 80 = SET IN A BOULDER
 NV0720_SP_SET: BOULDER
 NV0720_STAMPING: A 298 1945
 NV0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0720+STABILITY: SURFACE MOTION
 NV0720
 NV0720  HISTORY     - Date     Condition        Report By
 NV0720  HISTORY     - 1945     MONUMENTED       CGS
 NV0720
 NV0720                          STATION DESCRIPTION
 NV0720
 NV0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0720'12.8 MI W FROM HEMMETT.
 NV0720'12.8 MILES WEST OF THE RAILROAD STATION AT HAMMETT, ELMORE COUNTY, IN
 NV0720'A DEEP CANYON ALONG THE NORTH BANK OF THE SNAKE RIVER (INACCESSIBLE BY
 NV0720'TRUCK), 4.4 MILES EAST OF THE SNAKE RIVER BRIDGE NORTH OF BRUNEAU, 150
 NV0720'FEET EAST OF THE EAST END OF AN ISLAND, 50 FEET WEST OF A NORTH-SOUTH
 NV0720'FENCE LINE, 35 FEET NORTH OF THE NORTH BANK OF THE RIVER, 50 FEET
 NV0720'SOUTH OF A PROMINENT STOCK TRAIL.  A STANDARD BRONZE DISK SET IN THE
 NV0720'TOP OF A ROCK BOULDER.  A WHITE BM PAINTED ON THE ROCK AND WHITE
 NV0720'ARROWS PAINTED ON THE SURROUNDING ROCKS POINTING TO BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0388 ***********************************************************************
 NV0388  DESIGNATION -  A 299
 NV0388  PID         -  NV0388
 NV0388  STATE/COUNTY-  ID/GOODING
 NV0388  USGS QUAD   -  HAGERMAN (1992)
 NV0388
 NV0388                         *CURRENT SURVEY CONTROL
 NV0388  ___________________________________________________________________
 NV0388* NAD 83(1986)-  42 48 42.     (N)    114 53 55.     (W)     SCALED    
 NV0388* NAVD 88     -       902.607  (meters)    2961.30   (feet)  ADJUSTED  
 NV0388  ___________________________________________________________________
 NV0388  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 NV0388  DYNAMIC HT  -         902.205 (meters)    2959.98  (feet)  COMP
 NV0388  MODELED GRAV-     980,144.8   (mgal)                       NAVD 88
 NV0388
 NV0388  VERT ORDER  -  SECOND    CLASS 0
 NV0388
 NV0388.The horizontal coordinates were scaled from a topographic map and have
 NV0388.an estimated accuracy of +/- 6 seconds.
 NV0388
 NV0388.The orthometric height was determined by differential leveling
 NV0388.and adjusted by the National Geodetic Survey in June 1991..
 NV0388
 NV0388.The geoid height was determined by GEOID03.
 NV0388
 NV0388.The dynamic height is computed by dividing the NAVD 88
 NV0388.geopotential number by the normal gravity value computed on the
 NV0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0388.degrees latitude (g = 980.6199 gals.).
 NV0388
 NV0388.The modeled gravity was interpolated from observed gravity values.
 NV0388
 NV0388;                    North         East    Units  Estimated Accuracy
 NV0388;SPC ID C     -   127,570.      426,510.      MT  (+/- 180 meters Scaled)
 NV0388
 NV0388                          SUPERSEDED SURVEY CONTROL
 NV0388
 NV0388  NGVD 29 (??/??/92)  901.802  (m)         2958.66   (f) ADJ UNCH    2 0
 NV0388
 NV0388.Superseded values are not recommended for survey control.
 NV0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0388.See file dsdata.txt to determine how the superseded data were derived.
 NV0388
 NV0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH718420(NAD 83)
 NV0388_MARKER: DB = BENCH MARK DISK
 NV0388_SETTING: 0 = UNSPECIFIED SETTING
 NV0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0388
 NV0388  HISTORY     - Date     Condition        Report By
 NV0388  HISTORY     - UNK      MONUMENTED       CGS
 NV0388  HISTORY     - 1960     MARK NOT FOUND   NGS
 NV0388
 NV0388                          STATION DESCRIPTION
 NV0388
 NV0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NV0388'IN HAGERMAN.
 NV0388'0.3 MILE SOUTH OF THE POST OFFICE AT HAGERMAN, AT A CROSS ROADS.  35
 NV0388'FEET WEST OF CENTER LINE OF HIGHWAY U.S. 30.  30 FEET SOUTH OF THE
 NV0388'CENTER LINE OF A GRAVEL ROAD. 3 FEET SOUTHOF A POWER LINE POLE. 7 FEET
 NV0388'WEST OF A FENCE CORNER.  2 FEET NORTH OF A FENCE.  2.5 FEET WEST OF A
 NV0388'4 INCH WHITE WOODEN POST.  1.5 FEET ABOVE THE GROUND.  NOTE-- PRESENT
 NV0388'MEASURMENTS FROM THE HIGHWAY SHOW THAT THE POWER POLE AND FENCE HAVE
 NV0388'BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1088 ***********************************************************************
 NU1088  DESIGNATION -  A 30
 NU1088  PID         -  NU1088
 NU1088  STATE/COUNTY-  ID/CASSIA
 NU1088  USGS QUAD   -  KENYON (1976)
 NU1088
 NU1088                         *CURRENT SURVEY CONTROL
 NU1088  ___________________________________________________________________
 NU1088* NAD 83(1986)-  42 26 15.     (N)    113 51 30.     (W)     SCALED    
 NU1088* NAVD 88     -      1306.497  (meters)    4286.40   (feet)  ADJUSTED  
 NU1088  ___________________________________________________________________
 NU1088  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 NU1088  DYNAMIC HT  -        1305.712 (meters)    4283.82  (feet)  COMP
 NU1088  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 NU1088
 NU1088  VERT ORDER  -  FIRST     CLASS II
 NU1088
 NU1088.The horizontal coordinates were scaled from a topographic map and have
 NU1088.an estimated accuracy of +/- 6 seconds.
 NU1088
 NU1088.The orthometric height was determined by differential leveling
 NU1088.and adjusted by the National Geodetic Survey in June 1991..
 NU1088
 NU1088.The geoid height was determined by GEOID03.
 NU1088
 NU1088.The dynamic height is computed by dividing the NAVD 88
 NU1088.geopotential number by the normal gravity value computed on the
 NU1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1088.degrees latitude (g = 980.6199 gals.).
 NU1088
 NU1088.The modeled gravity was interpolated from observed gravity values.
 NU1088
 NU1088;                    North         East    Units  Estimated Accuracy
 NU1088;SPC ID C     -    85,630.      511,660.      MT  (+/- 180 meters Scaled)
 NU1088
 NU1088                          SUPERSEDED SURVEY CONTROL
 NU1088
 NU1088  NGVD 29 (??/??/92) 1305.507  (m)         4283.15   (f) ADJ UNCH    1 2
 NU1088
 NU1088.Superseded values are not recommended for survey control.
 NU1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1088.See file dsdata.txt to determine how the superseded data were derived.
 NU1088
 NU1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN648023(NAD 83)
 NU1088_MARKER: DB = BENCH MARK DISK
 NU1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1088_STAMPING: A 30 1934
 NU1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1088+STABILITY: SURFACE MOTION
 NU1088
 NU1088  HISTORY     - Date     Condition        Report By
 NU1088  HISTORY     - 1934     MONUMENTED       CGS
 NU1088
 NU1088                          STATION DESCRIPTION
 NU1088
 NU1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU1088'13.6 MI N FROM OAKLEY.
 NU1088'13.6 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 NU1088'AT OAKLEY, CASSIA COUNTY, 0.9 MILE NORTH OF THE SIDING AT KENYON, 3
 NU1088'FEET NORTHWEST OF MILEPOST 8, 42 FEET WEST OF THE CENTERLINE OF THE
 NU1088'TRACK, 15 FEET EAST OF THE CENTERLINE OF A PUBLIC ROAD, AND 1 FOOT
 NU1088'EAST OF A FENCE.  A STANDARD DISK, STAMPED A 30 1934 AND SET IN THE
 NU1088'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0425 ***********************************************************************
 NV0425  DESIGNATION -  A 300
 NV0425  PID         -  NV0425
 NV0425  STATE/COUNTY-  ID/TWIN FALLS
 NV0425  USGS QUAD   -  BUHL (1992)
 NV0425
 NV0425                         *CURRENT SURVEY CONTROL
 NV0425  ___________________________________________________________________
 NV0425* NAD 83(1986)-  42 34 44.     (N)    114 51 50.     (W)     SCALED    
 NV0425* NAVD 88     -      1120.739  (meters)    3676.96   (feet)  ADJUSTED  
 NV0425  ___________________________________________________________________
 NV0425  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 NV0425  DYNAMIC HT  -        1120.132 (meters)    3674.97  (feet)  COMP
 NV0425  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 NV0425
 NV0425  VERT ORDER  -  SECOND    CLASS 0
 NV0425
 NV0425.The horizontal coordinates were scaled from a topographic map and have
 NV0425.an estimated accuracy of +/- 6 seconds.
 NV0425
 NV0425.The orthometric height was determined by differential leveling
 NV0425.and adjusted by the National Geodetic Survey in June 1991..
 NV0425
 NV0425.The geoid height was determined by GEOID03.
 NV0425
 NV0425.The dynamic height is computed by dividing the NAVD 88
 NV0425.geopotential number by the normal gravity value computed on the
 NV0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0425.degrees latitude (g = 980.6199 gals.).
 NV0425
 NV0425.The modeled gravity was interpolated from observed gravity values.
 NV0425
 NV0425;                    North         East    Units  Estimated Accuracy
 NV0425;SPC ID C     -   101,680.      429,080.      MT  (+/- 180 meters Scaled)
 NV0425
 NV0425                          SUPERSEDED SURVEY CONTROL
 NV0425
 NV0425  NGVD 29 (??/??/92) 1119.841  (m)         3674.01   (f) ADJ UNCH    2 0
 NV0425
 NV0425.Superseded values are not recommended for survey control.
 NV0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0425.See file dsdata.txt to determine how the superseded data were derived.
 NV0425
 NV0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH752162(NAD 83)
 NV0425_MARKER: DB = BENCH MARK DISK
 NV0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0425_SP_SET: GATE
 NV0425_STAMPING: A 300 1945
 NV0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0425
 NV0425  HISTORY     - Date     Condition        Report By
 NV0425  HISTORY     - 1945     MONUMENTED       CGS
 NV0425
 NV0425                          STATION DESCRIPTION
 NV0425
 NV0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0425'6.5 MI SW FROM BUHL.
 NV0425'6.5 MILES SOUTHWEST OF THE POST OFFICE BY ROAD.  ALONG A DIRT FARM
 NV0425'ROAD.  TO REACH FROM THE POST OFFICE AT BUHL, GO WEST ON MAIN STREET
 NV0425'AND CONTINUE ON PAVED ROAD FOR 0.7 MILE TO A Y ROAD INTERSECTION OF A
 NV0425'PAVED ROAD WEST AND A PAVED ROAD SOUTH.  CONTINUE STRAIGHT OR WEST ON
 NV0425'PAVED ROAD FOR 4.0 MILES TO A CROSS ROADS AND A POINT WHERE PAVED ROAD
 NV0425'TURNS SOUTH.  TURN SOUTH ON PAVED ROAD FOR 1.0 MILE TO A CROSS ROADS.
 NV0425'TURN WEST ON DIRT ROAD AND CONTINUE FOR 0.8 MILE TO A WOODEN BRIDGE
 NV0425'AND THE BENCH MARK.  0.2 MILE EAST OF SECTION LINE CROSSROADS. 35.5
 NV0425'FEET SOUTHWEST OF THE SOUTHERNMOST TREE OF A ROW OF 7 POPLAR TREES.
 NV0425'31.5 FEET NORTH OF THE CENTER-LINE OF THE ROAD.  24.2 FEET NORTHEAST
 NV0425'OF THE NORTHEAST CORNER OF A WOODEN BRIDGE OVER A WIDE IRRIGATION
 NV0425'CANAL.  9.0 FEET EAST OF THE EAST BANK OF A LARGE IRRIGATION CANAL.
 NV0425'3.1 FEET EAST OF A 4 INCH BY 4 INCH WHITE WOODEN POST. ON TOP OF THE
 NV0425'SOUTH END OF THE EAST HEADWALL OF SHUT-OFF GATE TO A SMALL IRRIGATION
 NV0425'DITCH LEADING EAST FROM THE MAIN CANAL.  LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0110 ***********************************************************************
 QB0110  DESIGNATION -  A 301
 QB0110  PID         -  QB0110
 QB0110  STATE/COUNTY-  ID/ADAMS
 QB0110  USGS QUAD   -  FRUITVALE (1986)
 QB0110
 QB0110                         *CURRENT SURVEY CONTROL
 QB0110  ___________________________________________________________________
 QB0110* NAD 83(1986)-  44 49 09.     (N)    116 27 40.     (W)     SCALED    
 QB0110* NAVD 88     -       932.979  (meters)    3060.95   (feet)  ADJUSTED  
 QB0110  ___________________________________________________________________
 QB0110  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 QB0110  DYNAMIC HT  -         932.694 (meters)    3060.01  (feet)  COMP
 QB0110  MODELED GRAV-     980,280.6   (mgal)                       NAVD 88
 QB0110
 QB0110  VERT ORDER  -  FIRST     CLASS II
 QB0110
 QB0110.The horizontal coordinates were scaled from a topographic map and have
 QB0110.an estimated accuracy of +/- 6 seconds.
 QB0110
 QB0110.The orthometric height was determined by differential leveling
 QB0110.and adjusted by the National Geodetic Survey in June 1991..
 QB0110
 QB0110.The geoid height was determined by GEOID03.
 QB0110
 QB0110.The dynamic height is computed by dividing the NAVD 88
 QB0110.geopotential number by the normal gravity value computed on the
 QB0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0110.degrees latitude (g = 980.6199 gals.).
 QB0110
 QB0110.The modeled gravity was interpolated from observed gravity values.
 QB0110
 QB0110;                    North         East    Units  Estimated Accuracy
 QB0110;SPC ID W     -   350,460.      743,760.      MT  (+/- 180 meters Scaled)
 QB0110
 QB0110                          SUPERSEDED SURVEY CONTROL
 QB0110
 QB0110.No superseded survey control is available for this station.
 QB0110
 QB0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK426630(NAD 83)
 QB0110_MARKER: DB = BENCH MARK DISK
 QB0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0110_SP_SET: BRIDGE
 QB0110_STAMPING: A 301 1945
 QB0110_MARK LOGO: CGS   
 QB0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0110
 QB0110  HISTORY     - Date     Condition        Report By
 QB0110  HISTORY     - 1945     MONUMENTED       CGS
 QB0110  HISTORY     - 1983     GOOD             NGS
 QB0110
 QB0110                          STATION DESCRIPTION
 QB0110
 QB0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0110'0.9 MI NW FROM FRUITVALE.
 QB0110'ALONG THE FRUITVALE TO HOMSTEAD HIGHWAY.  ON TOP OF THE NORTHWEST
 QB0110'WINGWALL OF A BRIDGE CROSSING A STREAM.  28 FEET NORTH OF THE
 QB0110'CENTER-LINE OF THE HIGHWAY, SET IN A DRILL HOLE.
 QB0110
 QB0110                          STATION RECOVERY (1983)
 QB0110
 QB0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0110'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.5 KM
 QB0110'(0.95 MI) WEST ALONG THE FRUITVALE-HOMESTEAD ROAD FROM THE POST OFFICE
 QB0110'IN FRUITVALE, IN TOP OF AND 0.15 METER (0.5 FT) SOUTH OF THE NORTH END
 QB0110'OF THE WEST ABUTMENT OF THE STEEL BRIDGE OVER THE WEST FORK OF THE
 QB0110'WEISER RIVER, 3 METERS (10 FT) NORTH OF THE ROAD CENTER.
 QB0110'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0356 ***********************************************************************
 RA0356  DESIGNATION -  A 302
 RA0356  PID         -  RA0356
 RA0356  STATE/COUNTY-  ID/ADAMS
 RA0356  USGS QUAD   -  CUPRUM (1990)
 RA0356
 RA0356                         *CURRENT SURVEY CONTROL
 RA0356  ___________________________________________________________________
 RA0356* NAD 83(1986)-  45 00 35.     (N)    116 40 37.     (W)     SCALED    
 RA0356* NAVD 88     -      1309.723  (meters)    4296.98   (feet)  ADJUSTED  
 RA0356  ___________________________________________________________________
 RA0356  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 RA0356  DYNAMIC HT  -        1309.253 (meters)    4295.44  (feet)  COMP
 RA0356  MODELED GRAV-     980,212.8   (mgal)                       NAVD 88
 RA0356
 RA0356  VERT ORDER  -  SECOND    CLASS 0
 RA0356
 RA0356.The horizontal coordinates were scaled from a topographic map and have
 RA0356.an estimated accuracy of +/- 6 seconds.
 RA0356
 RA0356.The orthometric height was determined by differential leveling
 RA0356.and adjusted by the National Geodetic Survey in June 1991..
 RA0356
 RA0356.The geoid height was determined by GEOID03.
 RA0356
 RA0356.The dynamic height is computed by dividing the NAVD 88
 RA0356.geopotential number by the normal gravity value computed on the
 RA0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0356.degrees latitude (g = 980.6199 gals.).
 RA0356
 RA0356.The modeled gravity was interpolated from observed gravity values.
 RA0356
 RA0356;                    North         East    Units  Estimated Accuracy
 RA0356;SPC ID W     -   371,810.      726,930.      MT  (+/- 180 meters Scaled)
 RA0356
 RA0356                          SUPERSEDED SURVEY CONTROL
 RA0356
 RA0356  NGVD 29 (??/??/92) 1308.595  (m)         4293.28   (f) ADJ UNCH    2 0
 RA0356
 RA0356.Superseded values are not recommended for survey control.
 RA0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0356.See file dsdata.txt to determine how the superseded data were derived.
 RA0356
 RA0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK254840(NAD 83)
 RA0356_MARKER: DB = BENCH MARK DISK
 RA0356_SETTING: 66 = SET IN ROCK OUTCROP
 RA0356_SP_SET: ROCK OUTCROP
 RA0356_STAMPING: A 302 1945
 RA0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0356+STABILITY: POSITION/ELEVATION WELL
 RA0356
 RA0356  HISTORY     - Date     Condition        Report By
 RA0356  HISTORY     - 1945     MONUMENTED       CGS
 RA0356
 RA0356                          STATION DESCRIPTION
 RA0356
 RA0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0356'27.7 MI NW FROM FRUITVALE.
 RA0356'27.7 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 RA0356'IDAHO TO HOMESTEAD, OREGON HIGHWAY.  0.7 MILE SOUTH OF THE T ROAD
 RA0356'JUNCTION OF THE ROAD TO BEAR AND THE ROAD TO CUPRUM.  ABOUT 200 FEET
 RA0356'SOUTHEAST OF A BRIDGE CROSSING A LARGE CREEK.  10 FEET EAST OF THE
 RA0356'CENTER-LINE OF THE ROAD.  SET IN A ROCK OUTCROP 1 FOOT ABOVE THE ROAD.
 RA0356'A WHITE BM IS PAINTED ON THE FACE OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0250 ***********************************************************************
 QZ0250  DESIGNATION -  A 303
 QZ0250  PID         -  QZ0250
 QZ0250  STATE/COUNTY-  ID/IDAHO
 QZ0250  USGS QUAD   -  TRAPPER CREEK (1995)
 QZ0250
 QZ0250                         *CURRENT SURVEY CONTROL
 QZ0250  ___________________________________________________________________
 QZ0250* NAD 83(1986)-  45 41 51.     (N)    115 20 23.     (W)     SCALED    
 QZ0250* NAVD 88     -      1350.479  (meters)    4430.70   (feet)  ADJUSTED  
 QZ0250  ___________________________________________________________________
 QZ0250  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 QZ0250  DYNAMIC HT  -        1350.027 (meters)    4429.21  (feet)  COMP
 QZ0250  MODELED GRAV-     980,234.4   (mgal)                       NAVD 88
 QZ0250
 QZ0250  VERT ORDER  -  FIRST     CLASS II
 QZ0250
 QZ0250.The horizontal coordinates were scaled from a topographic map and have
 QZ0250.an estimated accuracy of +/- 6 seconds.
 QZ0250
 QZ0250.The orthometric height was determined by differential leveling
 QZ0250.and adjusted by the National Geodetic Survey in June 1991..
 QZ0250
 QZ0250.The geoid height was determined by GEOID03.
 QZ0250
 QZ0250.The dynamic height is computed by dividing the NAVD 88
 QZ0250.geopotential number by the normal gravity value computed on the
 QZ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0250.degrees latitude (g = 980.6199 gals.).
 QZ0250
 QZ0250.The modeled gravity was interpolated from observed gravity values.
 QZ0250
 QZ0250;                    North         East    Units  Estimated Accuracy
 QZ0250;SPC ID W     -   447,900.      831,950.      MT  (+/- 180 meters Scaled)
 QZ0250
 QZ0250                          SUPERSEDED SURVEY CONTROL
 QZ0250
 QZ0250  NGVD 29 (??/??/92) 1349.345  (m)         4426.98   (f) ADJ UNCH    1 2
 QZ0250
 QZ0250.Superseded values are not recommended for survey control.
 QZ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0250.See file dsdata.txt to determine how the superseded data were derived.
 QZ0250
 QZ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL292617(NAD 83)
 QZ0250_MARKER: DB = BENCH MARK DISK
 QZ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0250_STAMPING: A 303 1945
 QZ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0250+STABILITY: SURFACE MOTION
 QZ0250
 QZ0250  HISTORY     - Date     Condition        Report By
 QZ0250  HISTORY     - 1945     MONUMENTED       CGS
 QZ0250  HISTORY     - 1970     MARK NOT FOUND   NGS
 QZ0250  HISTORY     - 1974     MARK NOT FOUND   USGS
 QZ0250
 QZ0250                          STATION DESCRIPTION
 QZ0250
 QZ0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0250'13.0 MI E FROM ELK CITY.
 QZ0250'13.0 MILES EAST OF THE POST OFFICE BY ROAD.  ALONG THE DARBY TO ELK
 QZ0250'CITY ROAD.  0.9 MILE SOUTHEAST OF THE RED RIVER RANGER STATION.  AT
 QZ0250'THE Y ROAD INTERSECTION OF THE DIXIE ROAD AND THE DARBY-ELK CITY ROAD.
 QZ0250'ABOUT 40 YARDS NORTHWEST OF A CATTLE GUARD.  50 FEET WEST OF SCHOONER
 QZ0250'CREEK.  43.8 FEET SOUTHWEST OF THE INTERSECTION OF THE CENTER-LINES OF
 QZ0250'THE DIXIE ROAD AND THE DARBY-ELK CITY ROAD.  4.5 FEET NORTH OF A 4
 QZ0250'INCH BY 4 INCH WHITE WOODEN POST.  PROJECTS 8 INCHES.  6 INCHES BELOW
 QZ0250'THE ROAD.  A STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 QZ0250
 QZ0250                          STATION RECOVERY (1970)
 QZ0250
 QZ0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QZ0250'MARK NOT FOUND.
 QZ0250
 QZ0250                          STATION RECOVERY (1974)
 QZ0250
 QZ0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0232 ***********************************************************************
 QZ0232  DESIGNATION -  A 304
 QZ0232  PID         -  QZ0232
 QZ0232  STATE/COUNTY-  ID/IDAHO
 QZ0232  USGS QUAD   -  SPREAD CREEK POINT (1995)
 QZ0232
 QZ0232                         *CURRENT SURVEY CONTROL
 QZ0232  ___________________________________________________________________
 QZ0232* NAD 83(1986)-  45 43 38.     (N)    115 06 42.     (W)     SCALED    
 QZ0232* NAVD 88     -      2044.962  (meters)    6709.18   (feet)  ADJUSTED  
 QZ0232  ___________________________________________________________________
 QZ0232  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 QZ0232  DYNAMIC HT  -        2044.037 (meters)    6706.14  (feet)  COMP
 QZ0232  MODELED GRAV-     980,089.5   (mgal)                       NAVD 88
 QZ0232
 QZ0232  VERT ORDER  -  FIRST     CLASS II
 QZ0232
 QZ0232.The horizontal coordinates were scaled from a topographic map and have
 QZ0232.an estimated accuracy of +/- 6 seconds.
 QZ0232
 QZ0232.The orthometric height was determined by differential leveling
 QZ0232.and adjusted by the National Geodetic Survey in June 1991..
 QZ0232
 QZ0232.The geoid height was determined by GEOID03.
 QZ0232
 QZ0232.The dynamic height is computed by dividing the NAVD 88
 QZ0232.geopotential number by the normal gravity value computed on the
 QZ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0232.degrees latitude (g = 980.6199 gals.).
 QZ0232
 QZ0232.The modeled gravity was interpolated from observed gravity values.
 QZ0232
 QZ0232;                    North         East    Units  Estimated Accuracy
 QZ0232;SPC ID W     -   451,320.      849,690.      MT  (+/- 180 meters Scaled)
 QZ0232
 QZ0232                          SUPERSEDED SURVEY CONTROL
 QZ0232
 QZ0232  NGVD 29 (??/??/92) 2043.664  (m)         6704.92   (f) ADJ UNCH    1 2
 QZ0232
 QZ0232.Superseded values are not recommended for survey control.
 QZ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0232.See file dsdata.txt to determine how the superseded data were derived.
 QZ0232
 QZ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL469654(NAD 83)
 QZ0232_MARKER: DB = BENCH MARK DISK
 QZ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0232_STAMPING: A 304 1945
 QZ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0232+STABILITY: SURFACE MOTION
 QZ0232
 QZ0232  HISTORY     - Date     Condition        Report By
 QZ0232  HISTORY     - 1945     MONUMENTED       CGS
 QZ0232  HISTORY     - 1956     GOOD             NGS
 QZ0232
 QZ0232                          STATION DESCRIPTION
 QZ0232
 QZ0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0232'30.3 MI SE FROM ELK CITY.
 QZ0232'30.3 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE DARBY-ELK
 QZ0232'CITY ROAD.  18.2 MILES EAST OF THE RED RIVER RANGER STATION.  0.8 MILE
 QZ0232'WEST OF THE ROAD LEADING NORTH TO GREEN MOUNTAIN.  0.9 MILE EAST OF
 QZ0232'THE GRANITE SPRINGS CAMP GROUND.  ALONG A STRAIGHT STRETCH OF ROAD.
 QZ0232'JUST EAST OF A CURVE.  24 FEET NORTH OF THE CENTER-LINE OF THE ROAD.
 QZ0232'11.6 FEET EAST OF AN IRON SPIKE DRIVEN IN THE CENTER OF AN 18 INCH
 QZ0232'TRIANGULAR BLAZE IN A TREE.  2.9 FEET WEST OF A 4 INCH BY 4 INCH WHITE
 QZ0232'WOODEN POST.  PROJECTS 6 INCHES ABOVE THE GROUND.  6 INCHES ABOVE THE
 QZ0232'LEVEL OF THE ROAD.  A STANDARD BRONZE DISK SET IN TOP OF A CONCRETE
 QZ0232'POST.
 QZ0232
 QZ0232                          STATION RECOVERY (1956)
 QZ0232
 QZ0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QZ0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0928 ***********************************************************************
 RZ0928  DESIGNATION -  A 305 IDDT
 RZ0928  PID         -  RZ0928
 RZ0928  STATE/COUNTY-  ID/NEZ PERCE
 RZ0928  USGS QUAD   -  CLARKSTON (1971)
 RZ0928
 RZ0928                         *CURRENT SURVEY CONTROL
 RZ0928  ___________________________________________________________________
 RZ0928* NAD 83(1986)-  46 26 19.     (N)    117 00 26.     (W)     SCALED    
 RZ0928* NAVD 88     -       352.632  (meters)    1156.93   (feet)  ADJUSTED  
 RZ0928  ___________________________________________________________________
 RZ0928  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 RZ0928  DYNAMIC HT  -         352.621 (meters)    1156.89  (feet)  COMP
 RZ0928  MODELED GRAV-     980,575.5   (mgal)                       NAVD 88
 RZ0928
 RZ0928  VERT ORDER  -  FIRST     CLASS II
 RZ0928
 RZ0928.The horizontal coordinates were scaled from a topographic map and have
 RZ0928.an estimated accuracy of +/- 6 seconds.
 RZ0928
 RZ0928.The orthometric height was determined by differential leveling
 RZ0928.and adjusted by the National Geodetic Survey in June 1991..
 RZ0928.WARNING-Repeat measurements at this control monument indicate possible
 RZ0928.vertical movement.
 RZ0928
 RZ0928.The geoid height was determined by GEOID03.
 RZ0928
 RZ0928.The dynamic height is computed by dividing the NAVD 88
 RZ0928.geopotential number by the normal gravity value computed on the
 RZ0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0928.degrees latitude (g = 980.6199 gals.).
 RZ0928
 RZ0928.The modeled gravity was interpolated from observed gravity values.
 RZ0928
 RZ0928;                    North         East    Units  Estimated Accuracy
 RZ0928;SPC ID W     -   530,960.      703,390.      MT  (+/- 180 meters Scaled)
 RZ0928
 RZ0928                          SUPERSEDED SURVEY CONTROL
 RZ0928
 RZ0928  NGVD 29 (??/??/92)  351.659  (m)         1153.73   (f) ADJ UNCH    1 2
 RZ0928
 RZ0928.Superseded values are not recommended for survey control.
 RZ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0928.See file dsdata.txt to determine how the superseded data were derived.
 RZ0928
 RZ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM994427(NAD 83)
 RZ0928_MARKER: DD = SURVEY DISK
 RZ0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0928_STAMPING: A 305 1946
 RZ0928_MARK LOGO: IDDT  
 RZ0928_PROJECTION: PROJECTING 20 CENTIMETERS
 RZ0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0928+STABILITY: SURFACE MOTION
 RZ0928
 RZ0928  HISTORY     - Date     Condition        Report By
 RZ0928  HISTORY     - 1946     MONUMENTED       IDDT
 RZ0928  HISTORY     - 1946     GOOD             NGS
 RZ0928  HISTORY     - 1971     MARK NOT FOUND   USGS
 RZ0928  HISTORY     - 1980     GOOD             NGS
 RZ0928
 RZ0928                          STATION DESCRIPTION
 RZ0928
 RZ0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0928'3.0 MI N FROM LEWISTON.
 RZ0928'3.0 MILES NORTH ALONG U.S. HIGHWAY NO. 95 FROM THE COUNTY COURT HOUSE
 RZ0928'AT LEWISTON, NEAR THE UPPER END OF A SWITCH-BACK, 37.4 FEET SOUTHEAST
 RZ0928'OF CENTER-LINE OF HIGHWAY, 3.5 FEET SOUTHEAST OF FENCE, 3.8 FEET
 RZ0928'SOUTHEAST OF REFERENCE POST, BRONZE BENCH MARK DISK SET IN TOP OF
 RZ0928'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  IDAHO STATE
 RZ0928'HIGHWAY DEPARTMENT DISK.
 RZ0928
 RZ0928                          STATION RECOVERY (1971)
 RZ0928
 RZ0928'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RZ0928'MARK NOT FOUND.
 RZ0928
 RZ0928                          STATION RECOVERY (1980)
 RZ0928
 RZ0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0928'3.2 KILOMETERS (2.0 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ0928'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, 0.2 KILOMETER (0.1 MILE)
 RZ0928'EAST OF A WATER TOWER, AT THE EAST END OF A SHARP HIGHWAY CURVE,
 RZ0928'11.3 METERS (37.4 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.1
 RZ0928'METERS (3.5 FEET) SOUTH OF A BARBED WIRE FENCE LINE. NOTE-THE HIGH
 RZ0928'POINT IS OVER THE -M- IN -DEPARTMENT-.
 RZ0928'THE MARK IS 1.1 METERS  S FROM A WITNESS POST.
 RZ0928'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0332 ***********************************************************************
 NV0332  DESIGNATION -  A 306
 NV0332  PID         -  NV0332
 NV0332  STATE/COUNTY-  ID/GOODING
 NV0332  USGS QUAD   -  HAGERMAN (1992)
 NV0332
 NV0332                         *CURRENT SURVEY CONTROL
 NV0332  ___________________________________________________________________
 NV0332* NAD 83(1986)-  42 48 06.     (N)    114 53 17.     (W)     SCALED    
 NV0332* NAVD 88     -       902.924  (meters)    2962.34   (feet)  ADJUSTED  
 NV0332  ___________________________________________________________________
 NV0332  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 NV0332  DYNAMIC HT  -         902.514 (meters)    2961.00  (feet)  COMP
 NV0332  MODELED GRAV-     980,136.5   (mgal)                       NAVD 88
 NV0332
 NV0332  VERT ORDER  -  SECOND    CLASS 0
 NV0332
 NV0332.The horizontal coordinates were scaled from a topographic map and have
 NV0332.an estimated accuracy of +/- 6 seconds.
 NV0332
 NV0332.The orthometric height was determined by differential leveling
 NV0332.and adjusted by the National Geodetic Survey in June 1991..
 NV0332
 NV0332.The geoid height was determined by GEOID03.
 NV0332
 NV0332.The dynamic height is computed by dividing the NAVD 88
 NV0332.geopotential number by the normal gravity value computed on the
 NV0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0332.degrees latitude (g = 980.6199 gals.).
 NV0332
 NV0332.The modeled gravity was interpolated from observed gravity values.
 NV0332
 NV0332;                    North         East    Units  Estimated Accuracy
 NV0332;SPC ID C     -   126,450.      427,360.      MT  (+/- 180 meters Scaled)
 NV0332
 NV0332                          SUPERSEDED SURVEY CONTROL
 NV0332
 NV0332  NGVD 29 (??/??/92)  902.112  (m)         2959.68   (f) ADJ UNCH    2 0
 NV0332
 NV0332.Superseded values are not recommended for survey control.
 NV0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0332.See file dsdata.txt to determine how the superseded data were derived.
 NV0332
 NV0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH726409(NAD 83)
 NV0332_MARKER: DB = BENCH MARK DISK
 NV0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0332_STAMPING: A 306 1946
 NV0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0332+STABILITY: SURFACE MOTION
 NV0332
 NV0332  HISTORY     - Date     Condition        Report By
 NV0332  HISTORY     - 1946     MONUMENTED       CGS
 NV0332  HISTORY     - 19900122 MARK NOT FOUND   USPSQD
 NV0332
 NV0332                          STATION DESCRIPTION
 NV0332
 NV0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0332'1.2 MI S FROM HAGERMAN.
 NV0332'ALONG U.S. HIGHWAY 30, 1.2 MILES SOUTH OF POST OFFICE AT HAGERMAN,
 NV0332'23.5 FEET EAST OF CENTER LINE OF HIGHWAY, 16 FEET SOUTH OF CENTER LINE
 NV0332'OF DRIVEWAY INTO FIELD, 30 FEET SOUTHEAST OF EAST END OF CULVERT UNDER
 NV0332'HIGHWAY, 2.9 FEET NORTH OF WITNESS POST.  SET IN CONCRETE POST.
 NV0332
 NV0332                          STATION RECOVERY (1990)
 NV0332
 NV0332'RECOVERY NOTE BY US POWER SQUADRON 1990 (TGO)
 NV0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0066 ***********************************************************************
 NV0066  DESIGNATION -  A 307
 NV0066  PID         -  NV0066
 NV0066  STATE/COUNTY-  ID/JEROME
 NV0066  USGS QUAD   -  FALLS CITY (1992)
 NV0066
 NV0066                         *CURRENT SURVEY CONTROL
 NV0066  ___________________________________________________________________
 NV0066* NAD 83(1986)-  42 37 36.     (N)    114 28 53.     (W)     SCALED    
 NV0066* NAVD 88     -      1109.802  (meters)    3641.08   (feet)  ADJUSTED  
 NV0066  ___________________________________________________________________
 NV0066  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 NV0066  DYNAMIC HT  -        1109.219 (meters)    3639.16  (feet)  COMP
 NV0066  MODELED GRAV-     980,057.6   (mgal)                       NAVD 88
 NV0066
 NV0066  VERT ORDER  -  SECOND    CLASS 0
 NV0066
 NV0066.The horizontal coordinates were scaled from a topographic map and have
 NV0066.an estimated accuracy of +/- 6 seconds.
 NV0066
 NV0066.The orthometric height was determined by differential leveling
 NV0066.and adjusted by the National Geodetic Survey in June 1991..
 NV0066
 NV0066.The geoid height was determined by GEOID03.
 NV0066
 NV0066.The dynamic height is computed by dividing the NAVD 88
 NV0066.geopotential number by the normal gravity value computed on the
 NV0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0066.degrees latitude (g = 980.6199 gals.).
 NV0066
 NV0066.The modeled gravity was interpolated from observed gravity values.
 NV0066
 NV0066;                    North         East    Units  Estimated Accuracy
 NV0066;SPC ID C     -   106,740.      460,510.      MT  (+/- 180 meters Scaled)
 NV0066
 NV0066                          SUPERSEDED SURVEY CONTROL
 NV0066
 NV0066  NGVD 29 (??/??/92) 1108.922  (m)         3638.19   (f) ADJ UNCH    2 0
 NV0066
 NV0066.Superseded values are not recommended for survey control.
 NV0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0066.See file dsdata.txt to determine how the superseded data were derived.
 NV0066
 NV0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH065224(NAD 83)
 NV0066_MARKER: DB = BENCH MARK DISK
 NV0066_SETTING: 66 = SET IN ROCK OUTCROP
 NV0066_SP_SET: ROCK OUTCROP
 NV0066_STAMPING: A 307 1946
 NV0066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0066+STABILITY: POSITION/ELEVATION WELL
 NV0066
 NV0066  HISTORY     - Date     Condition        Report By
 NV0066  HISTORY     - 1946     MONUMENTED       CGS
 NV0066  HISTORY     - 1978     GOOD             USGS
 NV0066
 NV0066                          STATION DESCRIPTION
 NV0066
 NV0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0066'8.0 MI SE FROM JEROME.
 NV0066'ALONG U.S. HIGHWAY 93, 8 MILES SOUTHEAST OF POST OFFICE AT JEROME, SET
 NV0066'IN ROCK OUTCROP 72.6 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 65
 NV0066'YARDS NORTHWEST OF HIGHWAY SIGN IDAHO U S 93, 2.4 FEET SOUTHEAST OF
 NV0066'WITNESS POST.
 NV0066
 NV0066                          STATION RECOVERY (1978)
 NV0066
 NV0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0066'2.4 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0066'HIGHWAYS 25 AND 79 AT JEROME TO THE JUNCTION WITH INTERSTATE 80N,
 NV0066'THENCE 3.6 MILES ON SOUTH ON COUNTY ROAD TO CROSSROAD, TURN EAST AND
 NV0066'GO 0.8 MILE TO JUNCTION WITH ROAD HEADING SOUTHEAST, FOLLOW ROAD
 NV0066'SOUTHEAST FOR 1.3 MILES, MARK IS SET IN ROCK OUTCROP 72.6 FEET
 NV0066'NORTHEAST OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0130 ***********************************************************************
 RA0130  DESIGNATION -  A 309
 RA0130  PID         -  RA0130
 RA0130  STATE/COUNTY-  ID/IDAHO
 RA0130  USGS QUAD   -  FENN (1963)
 RA0130
 RA0130                         *CURRENT SURVEY CONTROL
 RA0130  ___________________________________________________________________
 RA0130* NAD 83(1986)-  45 53 29.     (N)    116 20 48.     (W)     SCALED    
 RA0130* NAVD 88     -       413.625  (meters)    1357.03   (feet)  ADJUSTED  
 RA0130  ___________________________________________________________________
 RA0130  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 RA0130  DYNAMIC HT  -         413.558 (meters)    1356.81  (feet)  COMP
 RA0130  MODELED GRAV-     980,443.5   (mgal)                       NAVD 88
 RA0130
 RA0130  VERT ORDER  -  SECOND    CLASS 0
 RA0130
 RA0130.The horizontal coordinates were scaled from a topographic map and have
 RA0130.an estimated accuracy of +/- 6 seconds.
 RA0130
 RA0130.The orthometric height was determined by differential leveling
 RA0130.and adjusted by the National Geodetic Survey in June 1991..
 RA0130
 RA0130.The geoid height was determined by GEOID03.
 RA0130
 RA0130.The dynamic height is computed by dividing the NAVD 88
 RA0130.geopotential number by the normal gravity value computed on the
 RA0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0130.degrees latitude (g = 980.6199 gals.).
 RA0130
 RA0130.The modeled gravity was interpolated from observed gravity values.
 RA0130
 RA0130;                    North         East    Units  Estimated Accuracy
 RA0130;SPC ID W     -   469,540.      753,690.      MT  (+/- 180 meters Scaled)
 RA0130
 RA0130                          SUPERSEDED SURVEY CONTROL
 RA0130
 RA0130  NGVD 29 (??/??/92)  412.544  (m)         1353.49   (f) ADJ UNCH    2 0
 RA0130
 RA0130.Superseded values are not recommended for survey control.
 RA0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0130.See file dsdata.txt to determine how the superseded data were derived.
 RA0130
 RA0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL506821(NAD 83)
 RA0130_MARKER: DD = SURVEY DISK
 RA0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0130_STAMPING: A 309
 RA0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0130+STABILITY: SURFACE MOTION
 RA0130
 RA0130  HISTORY     - Date     Condition        Report By
 RA0130  HISTORY     - UNK      MONUMENTED       IDPWD
 RA0130  HISTORY     - 1945     GOOD             NGS
 RA0130
 RA0130                          STATION DESCRIPTION
 RA0130
 RA0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0130'4.05 MI SE FROM RICE CREEK.
 RA0130'ALONG INCOMPLETE ROAD BED, 4.05 MILES SOUTHEAST (UPSTREAM) OF RICE
 RA0130'CREEK BRIDGE OVER SALMON RIVER, ABOUT 0.1 MILE WEST OF AND ACROSS ROAD
 RA0130'BED FROM WEST END OF CLUMP OF PINE TREES, 370.0 FEET EAST OF AND
 RA0130'ACROSS ROAD BED FROM A PROMINENT POINT OF ROCK PROJECTING INTO RIVER,
 RA0130'88.0 FEET WEST OF CENTER OF SMALL BRUSHY RAVINE, 40.0 FEET NORTH OF
 RA0130'CENTERLINE OF ROAD BED, 2.0 FEET SOUTH OF REFERENCE POST, SET IN TOP
 RA0130'OF CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0568 ***********************************************************************
 OZ0568  DESIGNATION -  A 31
 OZ0568  PID         -  OZ0568
 OZ0568  STATE/COUNTY-  ID/ELMORE
 OZ0568  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0568
 OZ0568                         *CURRENT SURVEY CONTROL
 OZ0568  ___________________________________________________________________
 OZ0568* NAD 83(1986)-  43 07 55.     (N)    115 41 25.     (W)     SCALED    
 OZ0568* NAVD 88     -       958.508  (meters)    3144.70   (feet)  ADJUSTED  
 OZ0568  ___________________________________________________________________
 OZ0568  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 OZ0568  DYNAMIC HT  -         958.093 (meters)    3143.34  (feet)  COMP
 OZ0568  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 OZ0568
 OZ0568  VERT ORDER  -  FIRST     CLASS II
 OZ0568
 OZ0568.The horizontal coordinates were scaled from a topographic map and have
 OZ0568.an estimated accuracy of +/- 6 seconds.
 OZ0568
 OZ0568.The orthometric height was determined by differential leveling
 OZ0568.and adjusted by the National Geodetic Survey in June 1991..
 OZ0568
 OZ0568.The geoid height was determined by GEOID03.
 OZ0568
 OZ0568.The dynamic height is computed by dividing the NAVD 88
 OZ0568.geopotential number by the normal gravity value computed on the
 OZ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0568.degrees latitude (g = 980.6199 gals.).
 OZ0568
 OZ0568.The modeled gravity was interpolated from observed gravity values.
 OZ0568
 OZ0568;                    North         East    Units  Estimated Accuracy
 OZ0568;SPC ID W     -   162,760.      804,860.      MT  (+/- 180 meters Scaled)
 OZ0568
 OZ0568                          SUPERSEDED SURVEY CONTROL
 OZ0568
 OZ0568  NGVD 29 (??/??/92)  957.633  (m)         3141.83   (f) ADJ UNCH    1 2
 OZ0568
 OZ0568.Superseded values are not recommended for survey control.
 OZ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0568.See file dsdata.txt to determine how the superseded data were derived.
 OZ0568
 OZ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH065763(NAD 83)
 OZ0568_MARKER: DB = BENCH MARK DISK
 OZ0568_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OZ0568_STAMPING: A 31 1934
 OZ0568_MARK LOGO: CGS   
 OZ0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0568+STABILITY: POSITION/ELEVATION WELL
 OZ0568
 OZ0568  HISTORY     - Date     Condition        Report By
 OZ0568  HISTORY     - 1934     MONUMENTED       CGS
 OZ0568  HISTORY     - 1941     GOOD             NGS
 OZ0568  HISTORY     - 1983     GOOD             NGS
 OZ0568
 OZ0568                          STATION DESCRIPTION
 OZ0568
 OZ0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OZ0568'IN MOUNTAIN HOME.
 OZ0568'AT MOUNTAIN HOME, ELMORE COUNTY, AT THE NORTHWEST ENTRANCE TO THE
 OZ0568'COUNTY COURTHOUSE, AND IN THE TOP OF THE PROJECTION OF THE SOUTHWEST
 OZ0568'FOUNDATION BLOCK.  A STANDARD DISK, STAMPED A 31 1934.
 OZ0568
 OZ0568                          STATION RECOVERY (1983)
 OZ0568
 OZ0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0568'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MOUNTAIN
 OZ0568'HOME, IN THE TOP CENTER OF THE SOUTHWEST GRANITE BANISTER FOR THE
 OZ0568'NORTHWEST ENTRANCE TO THE ELMORE COUNTY COURTHOUSE ON THE WEST CORNER
 OZ0568'OF THE INTERSECTION OF EAST JACKSON STREET AND EAST FOURTH STREET.
 OZ0568'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0109 ***********************************************************************
 RA0109  DESIGNATION -  A 310
 RA0109  PID         -  RA0109
 RA0109  STATE/COUNTY-  ID/IDAHO
 RA0109  USGS QUAD   -  GRAVE POINT (1963)
 RA0109
 RA0109                         *CURRENT SURVEY CONTROL
 RA0109  ___________________________________________________________________
 RA0109* NAD 83(1986)-  45 39 28.     (N)    116 23 45.     (W)     SCALED    
 RA0109* NAVD 88     -      1200.830  (meters)    3939.72   (feet)  ADJUSTED  
 RA0109  ___________________________________________________________________
 RA0109  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 RA0109  DYNAMIC HT  -        1200.546 (meters)    3938.79  (feet)  COMP
 RA0109  MODELED GRAV-     980,336.7   (mgal)                       NAVD 88
 RA0109
 RA0109  VERT ORDER  -  SECOND    CLASS 0
 RA0109
 RA0109.The horizontal coordinates were scaled from a topographic map and have
 RA0109.an estimated accuracy of +/- 6 seconds.
 RA0109
 RA0109.The orthometric height was determined by differential leveling
 RA0109.and adjusted by the National Geodetic Survey in June 1991..
 RA0109
 RA0109.The geoid height was determined by GEOID03.
 RA0109
 RA0109.The dynamic height is computed by dividing the NAVD 88
 RA0109.geopotential number by the normal gravity value computed on the
 RA0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0109.degrees latitude (g = 980.6199 gals.).
 RA0109
 RA0109.The modeled gravity was interpolated from observed gravity values.
 RA0109
 RA0109;                    North         East    Units  Estimated Accuracy
 RA0109;SPC ID W     -   443,610.      749,670.      MT  (+/- 180 meters Scaled)
 RA0109
 RA0109                          SUPERSEDED SURVEY CONTROL
 RA0109
 RA0109  NGVD 29 (??/??/92) 1199.740  (m)         3936.15   (f) ADJ UNCH    2 0
 RA0109
 RA0109.Superseded values are not recommended for survey control.
 RA0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0109.See file dsdata.txt to determine how the superseded data were derived.
 RA0109
 RA0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL470562(NAD 83)
 RA0109_MARKER: DB = BENCH MARK DISK
 RA0109_SETTING: 80 = SET IN A BOULDER
 RA0109_SP_SET: BOULDER
 RA0109_STAMPING: A 310 1945
 RA0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0109+STABILITY: SURFACE MOTION
 RA0109
 RA0109  HISTORY     - Date     Condition        Report By
 RA0109  HISTORY     - 1945     MONUMENTED       CGS
 RA0109  HISTORY     - 1969     MARK NOT FOUND   NGS
 RA0109
 RA0109                          STATION DESCRIPTION
 RA0109
 RA0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 RA0109'13.3 MI SW FROM WHITE BIRD.
 RA0109'ALONG THE PITTSBURG LANDING ROAD, 4.8 MILES NORTHEAST OF THE CIRCLE C
 RA0109'RANCH HOUSE AT PITTSBURG LANDING, 0.5 MILE SOUTH OF THE TOP OF THE
 RA0109'RIDGE BETWEEN THE SNAKE AND THE SALMON RIVERS, AT THE FIRST HORSESHOE
 RA0109'CURVE IN THE ROAD ON THE SNAKE RIVER SIDE OF THE PASS, ABOUT 40.0 FEET
 RA0109'SOUTHEAST OF THE CENTER OF THE CURVE, 131.0 FEET WEST SOUTHWEST OF A
 RA0109'LONE PINE TREE, 20.0 FEET SOUTHWEST OF THE CENTER OF THE CENTER-LINE
 RA0109'OF THE ROAD, 6.0 FEET SOUTHWEST OF REFERENCE POST, 2.0 FEET LOWET THAN
 RA0109'THE ROAD, SET IN THE TOP OF A LARGE BOULDER OVERLOOKING THE STEEP
 RA0109'HILLSIDE BELOW.  NOTE-- THE CURVE HAS BEEN IMPROVED AND THE MARK MAY
 RA0109'HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0355 ***********************************************************************
 QZ0355  DESIGNATION -  A 311
 QZ0355  PID         -  QZ0355
 QZ0355  STATE/COUNTY-  ID/IDAHO
 QZ0355  USGS QUAD   -  CAREY DOME (1995)
 QZ0355
 QZ0355                         *CURRENT SURVEY CONTROL
 QZ0355  ___________________________________________________________________
 QZ0355* NAD 83(1986)-  45 27 34.     (N)    115 52 54.     (W)     SCALED    
 QZ0355* NAVD 88     -       627.792  (meters)    2059.68   (feet)  ADJUSTED  
 QZ0355  ___________________________________________________________________
 QZ0355  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 QZ0355  DYNAMIC HT  -         627.465 (meters)    2058.61  (feet)  COMP
 QZ0355  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 QZ0355
 QZ0355  VERT ORDER  -  SECOND    CLASS 0
 QZ0355
 QZ0355.The horizontal coordinates were scaled from a topographic map and have
 QZ0355.an estimated accuracy of +/- 6 seconds.
 QZ0355
 QZ0355.The orthometric height was determined by differential leveling
 QZ0355.and adjusted by the National Geodetic Survey in June 1991..
 QZ0355
 QZ0355.The geoid height was determined by GEOID03.
 QZ0355
 QZ0355.The dynamic height is computed by dividing the NAVD 88
 QZ0355.geopotential number by the normal gravity value computed on the
 QZ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0355.degrees latitude (g = 980.6199 gals.).
 QZ0355
 QZ0355.The modeled gravity was interpolated from observed gravity values.
 QZ0355
 QZ0355;                    North         East    Units  Estimated Accuracy
 QZ0355;SPC ID W     -   421,370.      789,700.      MT  (+/- 180 meters Scaled)
 QZ0355
 QZ0355                          SUPERSEDED SURVEY CONTROL
 QZ0355
 QZ0355  NGVD 29 (??/??/92)  626.525  (m)         2055.52   (f) ADJ UNCH    2 0
 QZ0355
 QZ0355.Superseded values are not recommended for survey control.
 QZ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0355.See file dsdata.txt to determine how the superseded data were derived.
 QZ0355
 QZ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL874345(NAD 83)
 QZ0355_MARKER: DB = BENCH MARK DISK
 QZ0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0355_SP_SET: STEP
 QZ0355_STAMPING: A 311 1945
 QZ0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0355
 QZ0355  HISTORY     - Date     Condition        Report By
 QZ0355  HISTORY     - 1945     MONUMENTED       CGS
 QZ0355
 QZ0355                          STATION DESCRIPTION
 QZ0355
 QZ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0355'8.1 MI E FROM FRENCH CREEK.
 QZ0355'TO REACH FROM THE POST OFFICE AT FRENCH CREEK, PROCEED 6.9 MILES EAST
 QZ0355'ALONG SALMON RIVER ROAD TO END OF ROAD, THENCE 1.2 MILE EAST ALONG A
 QZ0355'TRAIL TO SITE OF BENCH MARK.  BENCH MARK IS 0.25 MILE WEST OF THE
 QZ0355'MOUTH OF LONG TOM CREEK, ABOUT 80 FEET ABOVE THE RIVER, 55.0 FEET
 QZ0355'NORTH OF AND ABOUT 30 FEET BELOW THE TRAIL, SET ON THE NORTH TIP OF
 QZ0355'THE SECOND STEP FROM THE BOTTOM AND THE THIRD STEP BELOW THE TRAIL OF
 QZ0355'A STEP SHAPED OUTCROP ON NORTH SIDE OF TRAIL, LARGE BMS PAINTED IN
 QZ0355'THIS VICINITY.  AN IRON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0183 ***********************************************************************
 QZ0183  DESIGNATION -  A 312
 QZ0183  PID         -  QZ0183
 QZ0183  STATE/COUNTY-  ID/IDAHO
 QZ0183  USGS QUAD   -  MAGRUDER MTN (1991)
 QZ0183
 QZ0183                         *CURRENT SURVEY CONTROL
 QZ0183  ___________________________________________________________________
 QZ0183* NAD 83(1986)-  45 42 59.     (N)    114 46 07.     (W)     SCALED    
 QZ0183* NAVD 88     -      1432.770  (meters)    4700.68   (feet)  ADJUSTED  
 QZ0183  ___________________________________________________________________
 QZ0183  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 QZ0183  DYNAMIC HT  -        1432.258 (meters)    4699.00  (feet)  COMP
 QZ0183  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 QZ0183
 QZ0183  VERT ORDER  -  FIRST     CLASS II
 QZ0183
 QZ0183.The horizontal coordinates were scaled from a topographic map and have
 QZ0183.an estimated accuracy of +/- 6 seconds.
 QZ0183
 QZ0183.The orthometric height was determined by differential leveling
 QZ0183.and adjusted by the National Geodetic Survey in June 1991..
 QZ0183
 QZ0183.The geoid height was determined by GEOID03.
 QZ0183
 QZ0183.The dynamic height is computed by dividing the NAVD 88
 QZ0183.geopotential number by the normal gravity value computed on the
 QZ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0183.degrees latitude (g = 980.6199 gals.).
 QZ0183
 QZ0183.The modeled gravity was interpolated from observed gravity values.
 QZ0183
 QZ0183;                    North         East    Units  Estimated Accuracy
 QZ0183;SPC ID W     -   450,390.      876,400.      MT  (+/- 180 meters Scaled)
 QZ0183
 QZ0183                          SUPERSEDED SURVEY CONTROL
 QZ0183
 QZ0183  NGVD 29 (??/??/92) 1431.607  (m)         4696.86   (f) ADJ UNCH    1 2
 QZ0183
 QZ0183.Superseded values are not recommended for survey control.
 QZ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0183.See file dsdata.txt to determine how the superseded data were derived.
 QZ0183
 QZ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL736649(NAD 83)
 QZ0183_MARKER: DB = BENCH MARK DISK
 QZ0183_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0183_SP_SET: GRANITE OUTCROP
 QZ0183_STAMPING: A 312 1945
 QZ0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0183+STABILITY: POSITION/ELEVATION WELL
 QZ0183
 QZ0183  HISTORY     - Date     Condition        Report By
 QZ0183  HISTORY     - 1945     MONUMENTED       CGS
 QZ0183  HISTORY     - 1974     GOOD             USGS
 QZ0183
 QZ0183                          STATION DESCRIPTION
 QZ0183
 QZ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0183'46.85 MI SW FROM CONNER, MT.
 QZ0183'ALONG CONNER - GRANGEVILLE ROAD, 46.85 MILES SOUTHWEST OF THE POST
 QZ0183'OFFICE AT CONNER, 2.15 MILES SOUTHWEST OF BRIDGE OVER SELWAY RIVER, AT
 QZ0183'WEST END OF A HIGH SHORT FILL IN A DEEP RAVINE AND AT THE WEST END OF
 QZ0183'A SHARP HORSE SHOE CURVE, AT THE ONLY OUT CROP IN THIS VICINITY, 12.0
 QZ0183'FEET SOUTH OF CENTERLINE OF ROAD, SET VERTICALLY IN A GRANITE OUT CROP
 QZ0183'ABOUT 4 1/2-FEET ABOVE ROAD.  A BRONZE DISK.
 QZ0183
 QZ0183                          STATION RECOVERY (1974)
 QZ0183
 QZ0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0183'ALONG NEZ PERCE TRAIL ROAD, 71.25 MILES EAST OF POST OFFICE AT ELK
 QZ0183'CITY, IDAHO, 2.15 MILES WEST OF BRIDGE OVER SELWAY RIVER, 78 FEET
 QZ0183'WEST OF CENTERLINE ROAD AT CULVERT OVER SMALL PERENNIAL STREAM, 15
 QZ0183'FEET SOUTH OF CENTERLINE ROAD, SET VERTICALLY IN A ROCK LEDGE 4 FEET
 QZ0183'ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0216 ***********************************************************************
 QZ0216  DESIGNATION -  A 313
 QZ0216  PID         -  QZ0216
 QZ0216  STATE/COUNTY-  ID/IDAHO
 QZ0216  USGS QUAD   -  SABE MTN (1991)
 QZ0216
 QZ0216                         *CURRENT SURVEY CONTROL
 QZ0216  ___________________________________________________________________
 QZ0216* NAD 83(1986)-  45 40 38.     (N)    114 59 35.     (W)     SCALED    
 QZ0216* NAVD 88     -      2397.863  (meters)    7866.99   (feet)  ADJUSTED  
 QZ0216  ___________________________________________________________________
 QZ0216  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 QZ0216  DYNAMIC HT  -        2396.743 (meters)    7863.31  (feet)  COMP
 QZ0216  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 QZ0216
 QZ0216  VERT ORDER  -  FIRST     CLASS II
 QZ0216
 QZ0216.The horizontal coordinates were scaled from a topographic map and have
 QZ0216.an estimated accuracy of +/- 6 seconds.
 QZ0216
 QZ0216.The orthometric height was determined by differential leveling
 QZ0216.and adjusted by the National Geodetic Survey in June 1991..
 QZ0216
 QZ0216.The geoid height was determined by GEOID03.
 QZ0216
 QZ0216.The dynamic height is computed by dividing the NAVD 88
 QZ0216.geopotential number by the normal gravity value computed on the
 QZ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0216.degrees latitude (g = 980.6199 gals.).
 QZ0216
 QZ0216.The modeled gravity was interpolated from observed gravity values.
 QZ0216
 QZ0216;                    North         East    Units  Estimated Accuracy
 QZ0216;SPC ID W     -   445,850.      858,970.      MT  (+/- 180 meters Scaled)
 QZ0216
 QZ0216                          SUPERSEDED SURVEY CONTROL
 QZ0216
 QZ0216  NGVD 29 (??/??/92) 2396.572  (m)         7862.75   (f) ADJ UNCH    1 2
 QZ0216
 QZ0216.Superseded values are not recommended for survey control.
 QZ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0216.See file dsdata.txt to determine how the superseded data were derived.
 QZ0216
 QZ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL563601(NAD 83)
 QZ0216_MARKER: DB = BENCH MARK DISK
 QZ0216_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0216_SP_SET: OUTCROP
 QZ0216_STAMPING: A 313 1945
 QZ0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0216+STABILITY: POSITION/ELEVATION WELL
 QZ0216
 QZ0216  HISTORY     - Date     Condition        Report By
 QZ0216  HISTORY     - 1945     MONUMENTED       CGS
 QZ0216  HISTORY     - 1946     GOOD             NGS
 QZ0216  HISTORY     - 1974     GOOD             USGS
 QZ0216
 QZ0216                          STATION DESCRIPTION
 QZ0216
 QZ0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QZ0216'44.25 MI E FROM ELK CITY.
 QZ0216'ABOUT 44.25 MILES EAST ALONG THE CONNER-GRANGEVILLE ROAD FROM THE POST
 QZ0216'OFFICE AT ELK CITY, 7.15 MILES EAST OF THE BARGAMIN CREEK BRIDGE, AT
 QZ0216'THE FIRST AND MOST PROMINENT GRANITE OUTCROP EAST OF A SMALL CAMPING
 QZ0216'AREA, 180 FEET EAST OF THE STATIONARY PICNIC TABLE, 21 FEET SOUTH OF
 QZ0216'THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF THE OUTCROP ABOUT 7
 QZ0216'FEET ABOVE THE ROAD.
 QZ0216
 QZ0216                          STATION RECOVERY (1974)
 QZ0216
 QZ0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0216'ALONG NEZ PERCE TRAIL ROAD, 45.2 MILES EAST OF POST OFFICE AT ELK
 QZ0216'CITY, IDAHO, AT DRY SADDLE, ABOUT 200 FEET EAST OF A ROAD FORK, 30
 QZ0216'FEET SOUTH OF CENTERLINE ROAD AND ABOUT 5 FEET ABOVE ROAD LEVEL, ON A
 QZ0216'11 X 5 FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0485 ***********************************************************************
 QZ0485  DESIGNATION -  A 314
 QZ0485  PID         -  QZ0485
 QZ0485  STATE/COUNTY-  ID/IDAHO
 QZ0485  USGS QUAD   -  CENTER STAR MOUNTAIN (1995)
 QZ0485
 QZ0485                         *CURRENT SURVEY CONTROL
 QZ0485  ___________________________________________________________________
 QZ0485* NAD 83(1986)-  45 49 33.     (N)    115 35 58.     (W)     SCALED    
 QZ0485* NAVD 88     -      1115.470  (meters)    3659.67   (feet)  ADJUSTED  
 QZ0485  ___________________________________________________________________
 QZ0485  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 QZ0485  DYNAMIC HT  -        1115.168 (meters)    3658.68  (feet)  COMP
 QZ0485  MODELED GRAV-     980,306.9   (mgal)                       NAVD 88
 QZ0485
 QZ0485  VERT ORDER  -  FIRST     CLASS II
 QZ0485
 QZ0485.The horizontal coordinates were scaled from a topographic map and have
 QZ0485.an estimated accuracy of +/- 6 seconds.
 QZ0485
 QZ0485.The orthometric height was determined by differential leveling
 QZ0485.and adjusted by the National Geodetic Survey in June 1991..
 QZ0485
 QZ0485.The geoid height was determined by GEOID03.
 QZ0485
 QZ0485.The dynamic height is computed by dividing the NAVD 88
 QZ0485.geopotential number by the normal gravity value computed on the
 QZ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0485.degrees latitude (g = 980.6199 gals.).
 QZ0485
 QZ0485.The modeled gravity was interpolated from observed gravity values.
 QZ0485
 QZ0485;                    North         East    Units  Estimated Accuracy
 QZ0485;SPC ID W     -   462,090.      811,700.      MT  (+/- 180 meters Scaled)
 QZ0485
 QZ0485                          SUPERSEDED SURVEY CONTROL
 QZ0485
 QZ0485  NGVD 29 (??/??/92) 1114.385  (m)         3656.11   (f) ADJ UNCH    1 2
 QZ0485
 QZ0485.Superseded values are not recommended for survey control.
 QZ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0485.See file dsdata.txt to determine how the superseded data were derived.
 QZ0485
 QZ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL087756(NAD 83)
 QZ0485_MARKER: DB = BENCH MARK DISK
 QZ0485_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0485_SP_SET: GRANITE OUTCROP
 QZ0485_STAMPING: A 314 1945
 QZ0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0485+STABILITY: POSITION/ELEVATION WELL
 QZ0485
 QZ0485  HISTORY     - Date     Condition        Report By
 QZ0485  HISTORY     - 1945     MONUMENTED       CGS
 QZ0485  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0485
 QZ0485                          STATION DESCRIPTION
 QZ0485
 QZ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0485'12.1 MI W FROM ELK CITY.
 QZ0485'ALONG CONNER - GRANGEVILLE ROAD, 12.1 MILES WEST OF THE POST OFFICE AT
 QZ0485'ELK CITY, 0.2 MILE EAST OF A WOODEN BRIDGE OVER A CREEK, 0.1 MILE WEST
 QZ0485'OF AND ACROSS ROAD FROM A MINERS SHACK WHICH IS AT A SMALL STREAM,
 QZ0485'BETWEEN THE ROAD AND THE SOUTH FORK OF CLEARWATER RIVER, ON OUTSIDE OF
 QZ0485'CURVE DIRECTLY ACROSS ROAD FROM THE HIGHEST POINT OF A ROCK BANK, 29.0
 QZ0485'FEET SOUTH F CENTERLINE OF ROAD, SET IN TOP OF THE SOUTH TIP END OF A
 QZ0485'GRANITE OUTCROP ABOUT 7 FEET BELOW THE ROAD.  A BRONZE DISK. NOTE--
 QZ0485'MAY HAVE BEEN COVERED BY WIDENING OF ROAD AT THIS AREA.
 QZ0485
 QZ0485                          STATION RECOVERY (1962)
 QZ0485
 QZ0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0327 ***********************************************************************
 RA0327  DESIGNATION -  A 315
 RA0327  PID         -  RA0327
 RA0327  STATE/COUNTY-  ID/ADAMS
 RA0327  USGS QUAD   -  WHITE MONUMENT (1990)
 RA0327
 RA0327                         *CURRENT SURVEY CONTROL
 RA0327  ___________________________________________________________________
 RA0327* NAD 83(1986)-  45 14 00.     (N)    116 42 13.     (W)     SCALED    
 RA0327* NAVD 88     -       460.202  (meters)    1509.85   (feet)  ADJUSTED  
 RA0327  ___________________________________________________________________
 RA0327  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 RA0327  DYNAMIC HT  -         460.064 (meters)    1509.39  (feet)  COMP
 RA0327  MODELED GRAV-     980,306.7   (mgal)                       NAVD 88
 RA0327
 RA0327  VERT ORDER  -  SECOND    CLASS 0
 RA0327
 RA0327.The horizontal coordinates were scaled from a topographic map and have
 RA0327.an estimated accuracy of +/- 6 seconds.
 RA0327
 RA0327.The orthometric height was determined by differential leveling
 RA0327.and adjusted by the National Geodetic Survey in June 1991..
 RA0327
 RA0327.The geoid height was determined by GEOID03.
 RA0327
 RA0327.The dynamic height is computed by dividing the NAVD 88
 RA0327.geopotential number by the normal gravity value computed on the
 RA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0327.degrees latitude (g = 980.6199 gals.).
 RA0327
 RA0327.The modeled gravity was interpolated from observed gravity values.
 RA0327
 RA0327;                    North         East    Units  Estimated Accuracy
 RA0327;SPC ID W     -   396,680.      725,120.      MT  (+/- 180 meters Scaled)
 RA0327
 RA0327                          SUPERSEDED SURVEY CONTROL
 RA0327
 RA0327  NGVD 29 (??/??/92)  459.111  (m)         1506.27   (f) ADJ UNCH    2 0
 RA0327
 RA0327.Superseded values are not recommended for survey control.
 RA0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0327.See file dsdata.txt to determine how the superseded data were derived.
 RA0327
 RA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL232089(NAD 83)
 RA0327_MARKER: DB = BENCH MARK DISK
 RA0327_SETTING: 66 = SET IN ROCK OUTCROP
 RA0327_SP_SET: ROCK OUTCROP
 RA0327_STAMPING: A 315 1946
 RA0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0327+STABILITY: POSITION/ELEVATION WELL
 RA0327
 RA0327  HISTORY     - Date     Condition        Report By
 RA0327  HISTORY     - 1946     MONUMENTED       CGS
 RA0327
 RA0327                          STATION DESCRIPTION
 RA0327
 RA0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0327'17.65 MI N FROM HOMESTEAD, OR.
 RA0327'ABOUT 17.65 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0327'EAST BANK OF THE RIVER, ABOUT 1.3 MILES NORTH OF EAGLE BAR, 24 FEET
 RA0327'SOUTHWEST OF A 16 INCH PINE TREE WHICH IS THE MOST NORTHERLY TREE IN A
 RA0327'GROUP OF SEVEN PINE TREES, 2.0 FEET LOWER THAN THE BASE OF THE TREE,
 RA0327'ABOUT 9 FEET EAST OF HIGH WATER LINE, A STANDARD DISK SET IN TOP OF A
 RA0327'ROCK OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0100 ***********************************************************************
 QZ0100  DESIGNATION -  A 316
 QZ0100  PID         -  QZ0100
 QZ0100  STATE/COUNTY-  ID/LEMHI
 QZ0100  USGS QUAD   -  BUTTS CREEK POINT (1962)
 QZ0100
 QZ0100                         *CURRENT SURVEY CONTROL
 QZ0100  ___________________________________________________________________
 QZ0100* NAD 83(1986)-  45 22 07.     (N)    114 41 04.     (W)     SCALED    
 QZ0100* NAVD 88     -       893.854  (meters)    2932.59   (feet)  ADJUSTED  
 QZ0100  ___________________________________________________________________
 QZ0100  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 QZ0100  DYNAMIC HT  -         893.536 (meters)    2931.54  (feet)  COMP
 QZ0100  MODELED GRAV-     980,233.0   (mgal)                       NAVD 88
 QZ0100
 QZ0100  VERT ORDER  -  SECOND    CLASS 0
 QZ0100
 QZ0100.The horizontal coordinates were scaled from a topographic map and have
 QZ0100.an estimated accuracy of +/- 6 seconds.
 QZ0100
 QZ0100.The orthometric height was determined by differential leveling
 QZ0100.and adjusted by the National Geodetic Survey in June 1991..
 QZ0100
 QZ0100.The geoid height was determined by GEOID03.
 QZ0100
 QZ0100.The dynamic height is computed by dividing the NAVD 88
 QZ0100.geopotential number by the normal gravity value computed on the
 QZ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0100.degrees latitude (g = 980.6199 gals.).
 QZ0100
 QZ0100.The modeled gravity was interpolated from observed gravity values.
 QZ0100
 QZ0100;                    North         East    Units  Estimated Accuracy
 QZ0100;SPC ID C     -   411,500.      446,380.      MT  (+/- 180 meters Scaled)
 QZ0100
 QZ0100                          SUPERSEDED SURVEY CONTROL
 QZ0100
 QZ0100  NGVD 29 (??/??/92)  892.689  (m)         2928.76   (f) ADJ UNCH    2 0
 QZ0100
 QZ0100.Superseded values are not recommended for survey control.
 QZ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0100.See file dsdata.txt to determine how the superseded data were derived.
 QZ0100
 QZ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL813265(NAD 83)
 QZ0100_MARKER: DB = BENCH MARK DISK
 QZ0100_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0100_SP_SET: ROCK OUTCROP
 QZ0100_STAMPING: A 316 1945
 QZ0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0100+STABILITY: POSITION/ELEVATION WELL
 QZ0100
 QZ0100  HISTORY     - Date     Condition        Report By
 QZ0100  HISTORY     - 1945     MONUMENTED       CGS
 QZ0100
 QZ0100                          STATION DESCRIPTION
 QZ0100
 QZ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0100'27.5 MI W FROM SHOUP.
 QZ0100'27.5 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE NORTHERLY SIDE OF
 QZ0100'THE SALMON RIVER, SET IN TOP OF ROCK OUTCROP ON NORTHEAST SIDE OF
 QZ0100'RIVER FROM CABIN, JUST SOUTHEAST OF CORN CREEK, ON NORTHWEST SIDE OF
 QZ0100'HILL OVER WHICH TRAIL PASSES, AND 8 FEET SOUTH OF LARGE PINE TREE USED
 QZ0100'AS THE NORTHEAST ANCHOR FOR CABLE CROSSING.  BRONZE BENCH MARK DISK
 QZ0100'SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0276 ***********************************************************************
 QZ0276  DESIGNATION -  A 317
 QZ0276  PID         -  QZ0276
 QZ0276  STATE/COUNTY-  ID/IDAHO
 QZ0276  USGS QUAD   -  SHEEP HILL (1995)
 QZ0276
 QZ0276                         *CURRENT SURVEY CONTROL
 QZ0276  ___________________________________________________________________
 QZ0276* NAD 83(1986)-  45 31 02.     (N)    115 04 28.     (W)     SCALED    
 QZ0276* NAVD 88     -       790.543  (meters)    2593.64   (feet)  ADJUSTED  
 QZ0276  ___________________________________________________________________
 QZ0276  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 QZ0276  DYNAMIC HT  -         790.054 (meters)    2592.04  (feet)  COMP
 QZ0276  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 QZ0276
 QZ0276  VERT ORDER  -  SECOND    CLASS 0
 QZ0276
 QZ0276.The horizontal coordinates were scaled from a topographic map and have
 QZ0276.an estimated accuracy of +/- 6 seconds.
 QZ0276
 QZ0276.The orthometric height was determined by differential leveling
 QZ0276.and adjusted by the National Geodetic Survey in June 1991..
 QZ0276
 QZ0276.The geoid height was determined by GEOID03.
 QZ0276
 QZ0276.The dynamic height is computed by dividing the NAVD 88
 QZ0276.geopotential number by the normal gravity value computed on the
 QZ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0276.degrees latitude (g = 980.6199 gals.).
 QZ0276
 QZ0276.The modeled gravity was interpolated from observed gravity values.
 QZ0276
 QZ0276;                    North         East    Units  Estimated Accuracy
 QZ0276;SPC ID W     -   428,010.      852,780.      MT  (+/- 180 meters Scaled)
 QZ0276
 QZ0276                          SUPERSEDED SURVEY CONTROL
 QZ0276
 QZ0276  NGVD 29 (??/??/92)  789.124  (m)         2588.98   (f) ADJ UNCH    2 0
 QZ0276
 QZ0276.Superseded values are not recommended for survey control.
 QZ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0276.See file dsdata.txt to determine how the superseded data were derived.
 QZ0276
 QZ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL503422(NAD 83)
 QZ0276_MARKER: DB = BENCH MARK DISK
 QZ0276_SETTING: 80 = SET IN A BOULDER
 QZ0276_SP_SET: BOULDER
 QZ0276_STAMPING: A 317 1945
 QZ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0276+STABILITY: SURFACE MOTION
 QZ0276
 QZ0276  HISTORY     - Date     Condition        Report By
 QZ0276  HISTORY     - 1945     MONUMENTED       CGS
 QZ0276
 QZ0276                          STATION DESCRIPTION
 QZ0276
 QZ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0276'53.4 MI W FROM SHOUP.
 QZ0276'53.4 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE SOUTHERLY SIDE OF
 QZ0276'THE SALMON RIVER, SET IN TOP OF BOULDER, ON SOUTH SIDE OF RIVER FROM
 QZ0276'MOUTH OF A CANYON, NEAR END OF A GRAVEL BEACH, ABOUT 30 FEET NORTHWEST
 QZ0276'OF PINE TREE WITH TRIANGULAR BLAZE ON NORTH SIDE AND JUST BELOW HIGH
 QZ0276'WATER LEVEL.  BRONZE BENCH MARK DISK.  BRONZE DISK SET IN THE TOP OF
 QZ0276'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0324 ***********************************************************************
 QZ0324  DESIGNATION -  A 318
 QZ0324  PID         -  QZ0324
 QZ0324  STATE/COUNTY-  ID/IDAHO
 QZ0324  USGS QUAD   -  FIVEMILE BAR (1995)
 QZ0324
 QZ0324                         *CURRENT SURVEY CONTROL
 QZ0324  ___________________________________________________________________
 QZ0324* NAD 83(1986)-  45 26 39.     (N)    115 26 33.     (W)     SCALED    
 QZ0324* NAVD 88     -       684.855  (meters)    2246.90   (feet)  ADJUSTED  
 QZ0324  ___________________________________________________________________
 QZ0324  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 QZ0324  DYNAMIC HT  -         684.468 (meters)    2245.63  (feet)  COMP
 QZ0324  MODELED GRAV-     980,036.5   (mgal)                       NAVD 88
 QZ0324
 QZ0324  VERT ORDER  -  SECOND    CLASS 0
 QZ0324
 QZ0324.The horizontal coordinates were scaled from a topographic map and have
 QZ0324.an estimated accuracy of +/- 6 seconds.
 QZ0324
 QZ0324.The orthometric height was determined by differential leveling
 QZ0324.and adjusted by the National Geodetic Survey in June 1991..
 QZ0324
 QZ0324.The geoid height was determined by GEOID03.
 QZ0324
 QZ0324.The dynamic height is computed by dividing the NAVD 88
 QZ0324.geopotential number by the normal gravity value computed on the
 QZ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0324.degrees latitude (g = 980.6199 gals.).
 QZ0324
 QZ0324.The modeled gravity was interpolated from observed gravity values.
 QZ0324
 QZ0324;                    North         East    Units  Estimated Accuracy
 QZ0324;SPC ID W     -   419,710.      824,060.      MT  (+/- 180 meters Scaled)
 QZ0324
 QZ0324                          SUPERSEDED SURVEY CONTROL
 QZ0324
 QZ0324  NGVD 29 (??/??/92)  683.503  (m)         2242.46   (f) ADJ UNCH    2 0
 QZ0324
 QZ0324.Superseded values are not recommended for survey control.
 QZ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0324.See file dsdata.txt to determine how the superseded data were derived.
 QZ0324
 QZ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL218334(NAD 83)
 QZ0324_MARKER: DB = BENCH MARK DISK
 QZ0324_SETTING: 80 = SET IN A BOULDER
 QZ0324_SP_SET: BOULDER
 QZ0324_STAMPING: A 318 1945
 QZ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0324+STABILITY: SURFACE MOTION
 QZ0324
 QZ0324  HISTORY     - Date     Condition        Report By
 QZ0324  HISTORY     - 1945     MONUMENTED       CGS
 QZ0324  HISTORY     - 1974     GOOD             USGS
 QZ0324
 QZ0324                          STATION DESCRIPTION
 QZ0324
 QZ0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0324'35.9 MI E FROM FRENCH CREEK.
 QZ0324'35.9 MILES EAST OF FRENCH CREEK, ON NORTHERLY SIDE OF THE SALMON
 QZ0324'RIVER, SET IN TOP OF BOULDER, AT NORTH END OF TURN IN RIVER, BETWEEN
 QZ0324'RIVER AND TRAIL, ABOUT 50 FEET SOUTHEAST OF TRAIL, AND JUST BELOW HIGH
 QZ0324'WATER LEVEL.  BRONZE BENCH MARK DISK SET IN TOP OF BOULDER.
 QZ0324
 QZ0324                          STATION RECOVERY (1974)
 QZ0324
 QZ0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0324'FRENCH CREEK 35.9 MILES EAST ALONG SALMON RIVER, AND ON THE NORTHERLY
 QZ0324'SIDE OF, ABOUT 0.15 MILE NORTHEAST OF BOISE BAR. ABOUT 50 FEET
 QZ0324'SOUTHEAST OF TRAIL. A STANDARD DISK SET INTOP OF BOULDER. STAMPED A
 QZ0324'318 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0468 ***********************************************************************
 RA0468  DESIGNATION -  A 319
 RA0468  PID         -  RA0468
 RA0468  STATE/COUNTY-  ID/IDAHO
 RA0468  USGS QUAD   -  MOUGHMER POINT (1963)
 RA0468
 RA0468                         *CURRENT SURVEY CONTROL
 RA0468  ___________________________________________________________________
 RA0468* NAD 83(1986)-  45 56 23.     (N)    116 26 14.     (W)     SCALED    
 RA0468* NAVD 88     -       385.792  (meters)    1265.72   (feet)  ADJUSTED  
 RA0468  ___________________________________________________________________
 RA0468  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 RA0468  DYNAMIC HT  -         385.721 (meters)    1265.49  (feet)  COMP
 RA0468  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 RA0468
 RA0468  VERT ORDER  -  SECOND    CLASS 0
 RA0468
 RA0468.The horizontal coordinates were scaled from a topographic map and have
 RA0468.an estimated accuracy of +/- 6 seconds.
 RA0468
 RA0468.The orthometric height was determined by differential leveling
 RA0468.and adjusted by the National Geodetic Survey in June 1991..
 RA0468
 RA0468.The geoid height was determined by GEOID03.
 RA0468
 RA0468.The dynamic height is computed by dividing the NAVD 88
 RA0468.geopotential number by the normal gravity value computed on the
 RA0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0468.degrees latitude (g = 980.6199 gals.).
 RA0468
 RA0468.The modeled gravity was interpolated from observed gravity values.
 RA0468
 RA0468;                    North         East    Units  Estimated Accuracy
 RA0468;SPC ID W     -   474,970.      746,710.      MT  (+/- 180 meters Scaled)
 RA0468
 RA0468                          SUPERSEDED SURVEY CONTROL
 RA0468
 RA0468  NGVD 29 (??/??/92)  384.702  (m)         1262.14   (f) ADJ UNCH    2 0
 RA0468
 RA0468.Superseded values are not recommended for survey control.
 RA0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0468.See file dsdata.txt to determine how the superseded data were derived.
 RA0468
 RA0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL436875(NAD 83)
 RA0468_MARKER: DB = BENCH MARK DISK
 RA0468_SETTING: 80 = SET IN A BOULDER
 RA0468_SP_SET: BOULDER
 RA0468_STAMPING: A 319 1945
 RA0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0468+STABILITY: SURFACE MOTION
 RA0468
 RA0468  HISTORY     - Date     Condition        Report By
 RA0468  HISTORY     - 1945     MONUMENTED       CGS
 RA0468
 RA0468                          STATION DESCRIPTION
 RA0468
 RA0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0468'3.4 MI NW FROM RICE CREEK BRIDGE.
 RA0468'3.4 MILES NORTHWEST ALONG THE SALMON RIVER FROM THE RICE CREEK BRIDGE,
 RA0468'ALONG THE EAST SIDE OF THE RIVER, JUST SOUTH OF A BLUFF ON THE WEST
 RA0468'SIDE OF THE RIVER, IN LINE WITH THE MOUTH OF A CANYON TO THE EAST, AND
 RA0468'AT THE SOUTH END OF A SMALL SAND BAR.  A BRONZE DISK, SET IN THE TOP
 RA0468'OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0646 ***********************************************************************
 NV0646  DESIGNATION -  A 32
 NV0646  PID         -  NV0646
 NV0646  STATE/COUNTY-  ID/OWYHEE
 NV0646  USGS QUAD   -  AUSTIN BUTTE (1980)
 NV0646
 NV0646                         *CURRENT SURVEY CONTROL
 NV0646  ___________________________________________________________________
 NV0646* NAD 83(1986)-  42 36 02.     (N)    115 42 51.     (W)     SCALED    
 NV0646* NAVD 88     -      1165.695  (meters)    3824.45   (feet)  ADJUSTED  
 NV0646  ___________________________________________________________________
 NV0646  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 NV0646  DYNAMIC HT  -        1165.061 (meters)    3822.37  (feet)  COMP
 NV0646  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 NV0646
 NV0646  VERT ORDER  -  FIRST     CLASS II
 NV0646
 NV0646.The horizontal coordinates were scaled from a topographic map and have
 NV0646.an estimated accuracy of +/- 6 seconds.
 NV0646
 NV0646.The orthometric height was determined by differential leveling
 NV0646.and adjusted by the National Geodetic Survey in June 1991..
 NV0646
 NV0646.The geoid height was determined by GEOID03.
 NV0646
 NV0646.The dynamic height is computed by dividing the NAVD 88
 NV0646.geopotential number by the normal gravity value computed on the
 NV0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0646.degrees latitude (g = 980.6199 gals.).
 NV0646
 NV0646.The modeled gravity was interpolated from observed gravity values.
 NV0646
 NV0646;                    North         East    Units  Estimated Accuracy
 NV0646;SPC ID W     -   103,730.      802,940.      MT  (+/- 180 meters Scaled)
 NV0646
 NV0646                          SUPERSEDED SURVEY CONTROL
 NV0646
 NV0646  NGVD 29 (??/??/92) 1164.724  (m)         3821.27   (f) ADJ UNCH    1 2
 NV0646
 NV0646.Superseded values are not recommended for survey control.
 NV0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0646.See file dsdata.txt to determine how the superseded data were derived.
 NV0646
 NV0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH054172(NAD 83)
 NV0646_MARKER: DB = BENCH MARK DISK
 NV0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0646_STAMPING: A 32 1934
 NV0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0646+STABILITY: SURFACE MOTION
 NV0646
 NV0646  HISTORY     - Date     Condition        Report By
 NV0646  HISTORY     - 1934     MONUMENTED       CGS
 NV0646
 NV0646                          STATION DESCRIPTION
 NV0646
 NV0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0646'15.3 MI SW FROM HOT SPRING.
 NV0646'15.3 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0646'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, 1.5 MILES SOUTHWEST OF
 NV0646'MILLER GULCH, ON THE SUMMIT OF A HILL, 55 FEET NORTHEAST OF A LOW
 NV0646'DRAIN, AND 40 FEET WEST OF THE ROAD.  A STANDARD DISK, STAMPED A 32
 NV0646'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0484 ***********************************************************************
 RA0484  DESIGNATION -  A 320
 RA0484  PID         -  RA0484
 RA0484  STATE/COUNTY-  ID/IDAHO
 RA0484  USGS QUAD   -  DEADHORSE RIDGE (1963)
 RA0484
 RA0484                         *CURRENT SURVEY CONTROL
 RA0484  ___________________________________________________________________
 RA0484* NAD 83(1986)-  45 52 05.     (N)    116 45 16.     (W)     SCALED    
 RA0484* NAVD 88     -       284.798  (meters)     934.37   (feet)  ADJUSTED  
 RA0484  ___________________________________________________________________
 RA0484  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 RA0484  DYNAMIC HT  -         284.725 (meters)     934.14  (feet)  COMP
 RA0484  MODELED GRAV-     980,358.8   (mgal)                       NAVD 88
 RA0484
 RA0484  VERT ORDER  -  SECOND    CLASS 0
 RA0484
 RA0484.The horizontal coordinates were scaled from a topographic map and have
 RA0484.an estimated accuracy of +/- 6 seconds.
 RA0484
 RA0484.The orthometric height was determined by differential leveling
 RA0484.and adjusted by the National Geodetic Survey in June 1991..
 RA0484
 RA0484.The geoid height was determined by GEOID03.
 RA0484
 RA0484.The dynamic height is computed by dividing the NAVD 88
 RA0484.geopotential number by the normal gravity value computed on the
 RA0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0484.degrees latitude (g = 980.6199 gals.).
 RA0484
 RA0484.The modeled gravity was interpolated from observed gravity values.
 RA0484
 RA0484;                    North         East    Units  Estimated Accuracy
 RA0484;SPC ID W     -   467,270.      722,010.      MT  (+/- 180 meters Scaled)
 RA0484
 RA0484                          SUPERSEDED SURVEY CONTROL
 RA0484
 RA0484  NGVD 29 (??/??/92)  283.685  (m)          930.72   (f) ADJ UNCH    2 0
 RA0484
 RA0484.Superseded values are not recommended for survey control.
 RA0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0484.See file dsdata.txt to determine how the superseded data were derived.
 RA0484
 RA0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL190794(NAD 83)
 RA0484_MARKER: DB = BENCH MARK DISK
 RA0484_SETTING: 80 = SET IN A BOULDER
 RA0484_SP_SET: BOULDER
 RA0484_STAMPING: A 320 1945
 RA0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0484+STABILITY: SURFACE MOTION
 RA0484
 RA0484  HISTORY     - Date     Condition        Report By
 RA0484  HISTORY     - 1945     MONUMENTED       CGS
 RA0484  HISTORY     - 1962     MARK NOT FOUND   NGS
 RA0484
 RA0484                          STATION DESCRIPTION
 RA0484
 RA0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0484'2.3 MI NE FROM MOUTH OF SALMON RIVER.
 RA0484'2.3 MILES NORTHEAST (UP STREAM) ALONG THE SOUTHEAST BANK OF THE SALMON
 RA0484'RIVER FROM THE CONFLUENCE OF THE SALMON AND SNAKE RIVERS, ABOUT 0.1
 RA0484'MILE SSW OF A POINTED BOULDER IN THE RIVER, JUST NORTH OF A SMALL
 RA0484'BLUFF, AT THE MOUTH OF A CANYON, AND AT A BOULDER BAR.  A BRONZE DISK,
 RA0484'SET IN THE TOP OF A BOULDER, AND JUST BELOW HIGH WATER LEVEL.
 RA0484
 RA0484                          STATION RECOVERY (1962)
 RA0484
 RA0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RA0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0413 ***********************************************************************
 QB0413  DESIGNATION -  A 321
 QB0413  PID         -  QB0413
 QB0413  STATE/COUNTY-  ID/WASHINGTON
 QB0413  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0413
 QB0413                         *CURRENT SURVEY CONTROL
 QB0413  ___________________________________________________________________
 QB0413* NAD 83(1986)-  44 34 12.     (N)    116 33 16.     (W)     SCALED    
 QB0413* NAVD 88     -       842.494  (meters)    2764.08   (feet)  ADJUSTED  
 QB0413  ___________________________________________________________________
 QB0413  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 QB0413  DYNAMIC HT  -         842.242 (meters)    2763.26  (feet)  COMP
 QB0413  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 QB0413
 QB0413  VERT ORDER  -  FIRST     CLASS II
 QB0413
 QB0413.The horizontal coordinates were scaled from a topographic map and have
 QB0413.an estimated accuracy of +/- 6 seconds.
 QB0413
 QB0413.The orthometric height was determined by differential leveling
 QB0413.and adjusted by the National Geodetic Survey in June 1991..
 QB0413
 QB0413.The geoid height was determined by GEOID03.
 QB0413
 QB0413.The dynamic height is computed by dividing the NAVD 88
 QB0413.geopotential number by the normal gravity value computed on the
 QB0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0413.degrees latitude (g = 980.6199 gals.).
 QB0413
 QB0413.The modeled gravity was interpolated from observed gravity values.
 QB0413
 QB0413;                    North         East    Units  Estimated Accuracy
 QB0413;SPC ID W     -   322,840.      736,100.      MT  (+/- 180 meters Scaled)
 QB0413
 QB0413                          SUPERSEDED SURVEY CONTROL
 QB0413
 QB0413  NGVD 29 (??/??/92)  841.450  (m)         2760.66   (f) ADJ UNCH    1 2
 QB0413
 QB0413.Superseded values are not recommended for survey control.
 QB0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0413.See file dsdata.txt to determine how the superseded data were derived.
 QB0413
 QB0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK353352(NAD 83)
 QB0413_MARKER: DD = SURVEY DISK
 QB0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0413_STAMPING: A 321 1946
 QB0413_MARK LOGO: IDPWD 
 QB0413_PROJECTION: PROJECTING 15 CENTIMETERS
 QB0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0413+STABILITY: SURFACE MOTION
 QB0413
 QB0413  HISTORY     - Date     Condition        Report By
 QB0413  HISTORY     - 1946     MONUMENTED       IDPWD
 QB0413  HISTORY     - 1967     GOOD             NGS
 QB0413  HISTORY     - 1983     GOOD             NGS
 QB0413
 QB0413                          STATION DESCRIPTION
 QB0413
 QB0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0413'6.2 MI E FROM CAMBRIDGE.
 QB0413'6.2 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0413'CAMBRIDGE, 0.15 MILE SOUTHWEST OF MILE POST NO. 124, 80 FEET NORTHWEST
 QB0413'AND ACROSS THE HIGHWAY FROM AA 321 (IDPW), 37 FEET NORTHWEST OF THE
 QB0413'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE
 QB0413'AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY SET IN A 5-INCH SQUARE
 QB0413'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 QB0413
 QB0413                          STATION RECOVERY (1983)
 QB0413
 QB0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0413'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.25 KM
 QB0413'(6.45 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0413'71 IN CAMBRIDGE, 0.45 KM (0.3 MI) SOUTHWEST OF MILEPOST 120, 0.45 KM
 QB0413'(0.3 MI) NORTHEAST OF THE T-JUNCTION OF THOMASON LANE, ON THE INSIDE
 QB0413'OF THE SOUTHWEST END OF A CURVE, 11.3 KM (37 FT) NORTHWEST OF THE
 QB0413'CENTERLINE OF THE HIGHWAY, 24.7 METERS (81 FT) NORTHWEST ACROSS THE
 QB0413'HIGHWAY FROM BENCH MARK AA 321, 0.3 METER (1 FT) SOUTHEAST OF A FENCE.
 QB0413'THE MARK IS 0.1 METERS  SE FROM A WITNESS POST.
 QB0413'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0558 ***********************************************************************
 QA0558  DESIGNATION -  A 322
 QA0558  PID         -  QA0558
 QA0558  STATE/COUNTY-  ID/VALLEY
 QA0558  USGS QUAD   -  WARM LAKE (1988)
 QA0558
 QA0558                         *CURRENT SURVEY CONTROL
 QA0558  ___________________________________________________________________
 QA0558* NAD 83(1986)-  44 40 53.     (N)    115 41 33.     (W)     SCALED    
 QA0558* NAVD 88     -      1581.449  (meters)    5188.47   (feet)  ADJUSTED  
 QA0558  ___________________________________________________________________
 QA0558  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 QA0558  DYNAMIC HT  -        1580.662 (meters)    5185.89  (feet)  COMP
 QA0558  MODELED GRAV-     980,065.0   (mgal)                       NAVD 88
 QA0558
 QA0558  VERT ORDER  -  SECOND    CLASS 0
 QA0558
 QA0558.The horizontal coordinates were scaled from a topographic map and have
 QA0558.an estimated accuracy of +/- 6 seconds.
 QA0558
 QA0558.The orthometric height was determined by differential leveling
 QA0558.and adjusted by the National Geodetic Survey in June 1991..
 QA0558
 QA0558.The geoid height was determined by GEOID03.
 QA0558
 QA0558.The dynamic height is computed by dividing the NAVD 88
 QA0558.geopotential number by the normal gravity value computed on the
 QA0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0558.degrees latitude (g = 980.6199 gals.).
 QA0558
 QA0558.The modeled gravity was interpolated from observed gravity values.
 QA0558
 QA0558;                    North         East    Units  Estimated Accuracy
 QA0558;SPC ID W     -   334,900.      804,560.      MT  (+/- 180 meters Scaled)
 QA0558
 QA0558                          SUPERSEDED SURVEY CONTROL
 QA0558
 QA0558  NGVD 29 (??/??/92) 1580.272  (m)         5184.61   (f) ADJ UNCH    2 0
 QA0558
 QA0558.Superseded values are not recommended for survey control.
 QA0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0558.See file dsdata.txt to determine how the superseded data were derived.
 QA0558
 QA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK036483(NAD 83)
 QA0558_MARKER: DB = BENCH MARK DISK
 QA0558_SETTING: 66 = SET IN ROCK OUTCROP
 QA0558_SP_SET: ROCK OUTCROP
 QA0558_STAMPING: A 322 1947
 QA0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0558+STABILITY: POSITION/ELEVATION WELL
 QA0558
 QA0558  HISTORY     - Date     Condition        Report By
 QA0558  HISTORY     - 1947     MONUMENTED       CGS
 QA0558  HISTORY     - 1948     GOOD             NGS
 QA0558
 QA0558                          STATION DESCRIPTION
 QA0558
 QA0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QA0558'3.2 MI NW FROM WARM LAKE.
 QA0558'2.0 MILES NORTHWEST ALONG STIBNITE ROAD FROM THE POST OFFICE AT WARM
 QA0558'LAKE, THENCE 1.2 MILES NORTH ALONG THE SOUTH FORK ROAD, AT A CLEARING,
 QA0558'ON THE OUTSIDE OF A HORESHOE CURVE, AT THE NORTHWEST CORNER OF THE
 QA0558'INTERSECTION OF THE SOUTH FORK ROAD AND A DIM TRACK ROAD LEADING WEST,
 QA0558'28.0 FEET WEST OF THE CENTER LINE OF THE SOUTH FORK ROAD, 26.5 FEET
 QA0558'NORTH OF THE CENTER LINE OF THE DIM TRACK ROAD NORTH, SET IN THE TOP
 QA0558'OF A LARGE CONSPICUOUS GRANITE ROCK OUTCROP PROJECTING 3 1/2 FEET
 QA0558'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0271 ***********************************************************************
 QA0271  DESIGNATION -  A 323
 QA0271  PID         -  QA0271
 QA0271  STATE/COUNTY-  ID/VALLEY
 QA0271  USGS QUAD   -  ARTILLERY DOME (1990)
 QA0271
 QA0271                         *CURRENT SURVEY CONTROL
 QA0271  ___________________________________________________________________
 QA0271* NAD 83(1986)-  44 43 24.     (N)    115 09 09.     (W)     SCALED    
 QA0271* NAVD 88     -      1468.788  (meters)    4818.85   (feet)  ADJUSTED  
 QA0271  ___________________________________________________________________
 QA0271  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 QA0271  DYNAMIC HT  -        1467.828 (meters)    4815.70  (feet)  COMP
 QA0271  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 QA0271
 QA0271  VERT ORDER  -  SECOND    CLASS 0
 QA0271
 QA0271.The horizontal coordinates were scaled from a topographic map and have
 QA0271.an estimated accuracy of +/- 6 seconds.
 QA0271
 QA0271.The orthometric height was determined by differential leveling
 QA0271.and adjusted by the National Geodetic Survey in June 1991..
 QA0271
 QA0271.The geoid height was determined by GEOID03.
 QA0271
 QA0271.The dynamic height is computed by dividing the NAVD 88
 QA0271.geopotential number by the normal gravity value computed on the
 QA0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0271.degrees latitude (g = 980.6199 gals.).
 QA0271
 QA0271.The modeled gravity was interpolated from observed gravity values.
 QA0271
 QA0271;                    North         East    Units  Estimated Accuracy
 QA0271;SPC ID W     -   339,740.      847,330.      MT  (+/- 180 meters Scaled)
 QA0271
 QA0271                          SUPERSEDED SURVEY CONTROL
 QA0271
 QA0271  NGVD 29 (??/??/92) 1467.210  (m)         4813.67   (f) ADJ UNCH    2 0
 QA0271
 QA0271.Superseded values are not recommended for survey control.
 QA0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0271.See file dsdata.txt to determine how the superseded data were derived.
 QA0271
 QA0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK463538(NAD 83)
 QA0271_MARKER: DB = BENCH MARK DISK
 QA0271_SETTING: 80 = SET IN A BOULDER
 QA0271_SP_SET: BOULDER
 QA0271_STAMPING: A 323 1947
 QA0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0271+STABILITY: SURFACE MOTION
 QA0271
 QA0271  HISTORY     - Date     Condition        Report By
 QA0271  HISTORY     - 1947     MONUMENTED       CGS
 QA0271
 QA0271                          STATION DESCRIPTION
 QA0271
 QA0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0271'11 MI N FROM LUCKY LAD MINE.
 QA0271'ALONG FOREST SERVICE TRAIL FROM LUCKY LAD MINE TO MIDDLE FORK SALMON
 QA0271'RIVER, SET IN BOULDER PROTRUDING 3 FEET ABOVE THE GROUND AT THE SOUTH
 QA0271'END OF A LARGE FLAT COVERED WITH YELLOW PINE TREES, 30.3 FEET WEST OF
 QA0271'MIDDLE FORK TRAIL, 105 FEET NORTH OF FOREST SERVICE 17 MILE SIGN AND
 QA0271'ABOUT 300 FEET NORTH OF THE JUNCTION OF FORTY-FIVE CREEK TRAIL AND
 QA0271'MIDDLE FORK TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0208 ***********************************************************************
 QA0208  DESIGNATION -  A 324
 QA0208  PID         -  QA0208
 QA0208  STATE/COUNTY-  ID/CUSTER
 QA0208  USGS QUAD   -  RAMEY HILL (1962)
 QA0208
 QA0208                         *CURRENT SURVEY CONTROL
 QA0208  ___________________________________________________________________
 QA0208* NAD 83(1986)-  44 48 11.     (N)    114 49 28.     (W)     SCALED    
 QA0208* NAVD 88     -      1227.248  (meters)    4026.40   (feet)  ADJUSTED  
 QA0208  ___________________________________________________________________
 QA0208  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 QA0208  DYNAMIC HT  -        1226.459 (meters)    4023.81  (feet)  COMP
 QA0208  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 QA0208
 QA0208  VERT ORDER  -  SECOND    CLASS 0
 QA0208
 QA0208.The horizontal coordinates were scaled from a topographic map and have
 QA0208.an estimated accuracy of +/- 6 seconds.
 QA0208
 QA0208.The orthometric height was determined by differential leveling
 QA0208.and adjusted by the National Geodetic Survey in June 1991..
 QA0208
 QA0208.The geoid height was determined by GEOID03.
 QA0208
 QA0208.The dynamic height is computed by dividing the NAVD 88
 QA0208.geopotential number by the normal gravity value computed on the
 QA0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0208.degrees latitude (g = 980.6199 gals.).
 QA0208
 QA0208.The modeled gravity was interpolated from observed gravity values.
 QA0208
 QA0208;                    North         East    Units  Estimated Accuracy
 QA0208;SPC ID C     -   348,760.      434,780.      MT  (+/- 180 meters Scaled)
 QA0208
 QA0208                          SUPERSEDED SURVEY CONTROL
 QA0208
 QA0208  NGVD 29 (??/??/92) 1225.698  (m)         4021.31   (f) ADJ UNCH    2 0
 QA0208
 QA0208.Superseded values are not recommended for survey control.
 QA0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0208.See file dsdata.txt to determine how the superseded data were derived.
 QA0208
 QA0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK720633(NAD 83)
 QA0208_MARKER: DB = BENCH MARK DISK
 QA0208_SETTING: 80 = SET IN A BOULDER
 QA0208_SP_SET: BOULDER
 QA0208_STAMPING: A 324 1947
 QA0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0208+STABILITY: SURFACE MOTION
 QA0208
 QA0208  HISTORY     - Date     Condition        Report By
 QA0208  HISTORY     - 1947     MONUMENTED       CGS
 QA0208  HISTORY     - 1955     GOOD             NGS
 QA0208
 QA0208                          STATION DESCRIPTION
 QA0208
 QA0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0208'24.7 MI NE FROM MIDDLE FORK GUARD STATION.
 QA0208'24.7 MILES NE ALONG MIDDLE FORK TRAIL ALONG THE FOREST SERVICE TRAIL
 QA0208'FROM THE MIDDLE FORK GUARD STATION, SET IN A LARGE BOULDER AT THE EDGE
 QA0208'OF THE RIVER, 104.5 FEET WEST OF THE MIDDLE FORK TRAIL, 108 FEET WEST
 QA0208'OF FOREST SERVICE 42-MILE SIGN, AND ACROSS THE RIVER FROM A ROCK LEDGE
 QA0208'THAT COMES DOWN TO THE EDGE OF THE RIVER.  USBM PAINTED ON BOULDER
 QA0208'WITH WHITE PAINT.  NOTE-- FOREST SERVICE MILE SIGNS INDICATE DISTANCE
 QA0208'TO SNOW-SHOE CABIN.
 QA0208
 QA0208                          STATION RECOVERY (1955)
 QA0208
 QA0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QA0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0142 ***********************************************************************
 QZ0142  DESIGNATION -  A 325
 QZ0142  PID         -  QZ0142
 QZ0142  STATE/COUNTY-  ID/VALLEY
 QZ0142  USGS QUAD   -  PAPOOSE PEAK (1962)
 QZ0142
 QZ0142                         *CURRENT SURVEY CONTROL
 QZ0142  ___________________________________________________________________
 QZ0142* NAD 83(1986)-  45 10 48.     (N)    114 47 42.     (W)     SCALED    
 QZ0142* NAVD 88     -      2262.438  (meters)    7422.68   (feet)  ADJUSTED  
 QZ0142  ___________________________________________________________________
 QZ0142  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 QZ0142  DYNAMIC HT  -        2261.121 (meters)    7418.36  (feet)  COMP
 QZ0142  MODELED GRAV-     979,953.1   (mgal)                       NAVD 88
 QZ0142
 QZ0142  VERT ORDER  -  SECOND    CLASS 0
 QZ0142
 QZ0142.The horizontal coordinates were scaled from a topographic map and have
 QZ0142.an estimated accuracy of +/- 6 seconds.
 QZ0142
 QZ0142.The orthometric height was determined by differential leveling
 QZ0142.and adjusted by the National Geodetic Survey in June 1991..
 QZ0142
 QZ0142.The geoid height was determined by GEOID03.
 QZ0142
 QZ0142.The dynamic height is computed by dividing the NAVD 88
 QZ0142.geopotential number by the normal gravity value computed on the
 QZ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0142.degrees latitude (g = 980.6199 gals.).
 QZ0142
 QZ0142.The modeled gravity was interpolated from observed gravity values.
 QZ0142
 QZ0142;                    North         East    Units  Estimated Accuracy
 QZ0142;SPC ID W     -   390,750.      875,060.      MT  (+/- 180 meters Scaled)
 QZ0142
 QZ0142                          SUPERSEDED SURVEY CONTROL
 QZ0142
 QZ0142  NGVD 29 (??/??/92) 2260.997  (m)         7417.95   (f) ADJ UNCH    2 0
 QZ0142
 QZ0142.Superseded values are not recommended for survey control.
 QZ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0142.See file dsdata.txt to determine how the superseded data were derived.
 QZ0142
 QZ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL732053(NAD 83)
 QZ0142_MARKER: DB = BENCH MARK DISK
 QZ0142_SETTING: 80 = SET IN A BOULDER
 QZ0142_SP_SET: BOULDER
 QZ0142_STAMPING: A 325 1947
 QZ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0142+STABILITY: SURFACE MOTION
 QZ0142
 QZ0142  HISTORY     - Date     Condition        Report By
 QZ0142  HISTORY     - 1947     MONUMENTED       CGS
 QZ0142
 QZ0142                          STATION DESCRIPTION
 QZ0142
 QZ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0142'7.7 MI SW FROM STODDARD LOOKOUT.
 QZ0142'7.7 MILES SOUTHWEST ALONG MIDDLE FORK TRAIL FROM STODDARD LOOKOUT,
 QZ0142'ABOUT 1/4 MILE NORTH OF GOLDEN CREEK, 37 FEET EAST OF MIDDLE FORK
 QZ0142'TRAIL, AND SET IN THE TOP OF A BOULDER PROJECTING 6 INCHES ABOVE THE
 QZ0142'GROUND.  USBM PAINTED ON BOULDER WITH WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0159 ***********************************************************************
 QZ0159  DESIGNATION -  A 326
 QZ0159  PID         -  QZ0159
 QZ0159  STATE/COUNTY-  ID/IDAHO
 QZ0159  USGS QUAD   -  BUTTS CREEK POINT (1962)
 QZ0159
 QZ0159                         *CURRENT SURVEY CONTROL
 QZ0159  ___________________________________________________________________
 QZ0159* NAD 83(1986)-  45 16 17.     (N)    114 40 08.     (W)     SCALED    
 QZ0159* NAVD 88     -      1981.316  (meters)    6500.37   (feet)  ADJUSTED  
 QZ0159  ___________________________________________________________________
 QZ0159  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 QZ0159  DYNAMIC HT  -        1980.396 (meters)    6497.35  (feet)  COMP
 QZ0159  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 QZ0159
 QZ0159  VERT ORDER  -  SECOND    CLASS 0
 QZ0159
 QZ0159.The horizontal coordinates were scaled from a topographic map and have
 QZ0159.an estimated accuracy of +/- 6 seconds.
 QZ0159
 QZ0159.The orthometric height was determined by differential leveling
 QZ0159.and adjusted by the National Geodetic Survey in June 1991..
 QZ0159
 QZ0159.The geoid height was determined by GEOID03.
 QZ0159
 QZ0159.The dynamic height is computed by dividing the NAVD 88
 QZ0159.geopotential number by the normal gravity value computed on the
 QZ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0159.degrees latitude (g = 980.6199 gals.).
 QZ0159
 QZ0159.The modeled gravity was interpolated from observed gravity values.
 QZ0159
 QZ0159;                    North         East    Units  Estimated Accuracy
 QZ0159;SPC ID W     -   401,030.      884,830.      MT  (+/- 180 meters Scaled)
 QZ0159
 QZ0159                          SUPERSEDED SURVEY CONTROL
 QZ0159
 QZ0159  NGVD 29 (??/??/92) 1980.024  (m)         6496.13   (f) ADJ UNCH    2 0
 QZ0159
 QZ0159.Superseded values are not recommended for survey control.
 QZ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0159.See file dsdata.txt to determine how the superseded data were derived.
 QZ0159
 QZ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL828157(NAD 83)
 QZ0159_MARKER: DB = BENCH MARK DISK
 QZ0159_SETTING: 80 = SET IN A BOULDER
 QZ0159_SP_SET: BOULDER
 QZ0159_STAMPING: A 326 1947
 QZ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0159+STABILITY: SURFACE MOTION
 QZ0159
 QZ0159  HISTORY     - Date     Condition        Report By
 QZ0159  HISTORY     - 1947     MONUMENTED       CGS
 QZ0159
 QZ0159                          STATION DESCRIPTION
 QZ0159
 QZ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0159'6.7 MI SW FROM SALMON RIVER PACKBRIDGE.
 QZ0159'6.7 MILES SOUTHWEST ALONG MIDDLE FORK TRAIL FROM SALMON RIVER
 QZ0159'PACKBRIDGE, 11 FEET EAST OF THE TRAIL, AND SET IN THE TOP OF A BOULDER
 QZ0159'WHICH PROJECTS 2 FEET ABOVE THE GROUND.  USBM PAINTED ON BOULDER WITH
 QZ0159'RED PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0367 ***********************************************************************
 QZ0367  DESIGNATION -  A 327
 QZ0367  PID         -  QZ0367
 QZ0367  STATE/COUNTY-  ID/VALLEY
 QZ0367  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0367
 QZ0367                         *CURRENT SURVEY CONTROL
 QZ0367  ___________________________________________________________________
 QZ0367* NAD 83(1986)-  45 00 53.     (N)    115 42 51.     (W)     SCALED    
 QZ0367* NAVD 88     -      1117.654  (meters)    3666.84   (feet)  ADJUSTED  
 QZ0367  ___________________________________________________________________
 QZ0367  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 QZ0367  DYNAMIC HT  -        1117.157 (meters)    3665.21  (feet)  COMP
 QZ0367  MODELED GRAV-     980,136.3   (mgal)                       NAVD 88
 QZ0367
 QZ0367  VERT ORDER  -  SECOND    CLASS 0
 QZ0367
 QZ0367.The horizontal coordinates were scaled from a topographic map and have
 QZ0367.an estimated accuracy of +/- 6 seconds.
 QZ0367
 QZ0367.The orthometric height was determined by differential leveling
 QZ0367.and adjusted by the National Geodetic Survey in June 1991..
 QZ0367
 QZ0367.The geoid height was determined by GEOID03.
 QZ0367
 QZ0367.The dynamic height is computed by dividing the NAVD 88
 QZ0367.geopotential number by the normal gravity value computed on the
 QZ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0367.degrees latitude (g = 980.6199 gals.).
 QZ0367
 QZ0367.The modeled gravity was interpolated from observed gravity values.
 QZ0367
 QZ0367;                    North         East    Units  Estimated Accuracy
 QZ0367;SPC ID W     -   371,940.      802,820.      MT  (+/- 180 meters Scaled)
 QZ0367
 QZ0367                          SUPERSEDED SURVEY CONTROL
 QZ0367
 QZ0367  NGVD 29 (??/??/92) 1116.466  (m)         3662.94   (f) ADJ UNCH    2 0
 QZ0367
 QZ0367.Superseded values are not recommended for survey control.
 QZ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0367.See file dsdata.txt to determine how the superseded data were derived.
 QZ0367
 QZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK013853(NAD 83)
 QZ0367_MARKER: DB = BENCH MARK DISK
 QZ0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QZ0367_SP_SET: BRIDGE
 QZ0367_STAMPING: A 327 1948
 QZ0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QZ0367
 QZ0367  HISTORY     - Date     Condition        Report By
 QZ0367  HISTORY     - 1948     MONUMENTED       CGS
 QZ0367  HISTORY     - 1959     GOOD             NGS
 QZ0367
 QZ0367                          STATION DESCRIPTION
 QZ0367
 QZ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QZ0367'3.75 MI N FROM KRASSEL RANGER STA..
 QZ0367'3.75 MILES NORTH ALONG SOUTH FORK ROAD FROM KRASSEL RANGER STATION, AT
 QZ0367'THE CONFLUENCE OF THE EAST FORK OF THE SOUTH FORK OF THE SALMON RIVER
 QZ0367'AND THE SOUTH FORK OF THE SALMON RIVER, IN TOP AND AT THE EAST END OF
 QZ0367'THE SOUTHEAST CONCRETE WING WALL OF A WOODEN BRIDGE OVER THE SOUTH
 QZ0367'FORK OF THE SALMON RIVER, 7.6 FEET EAST OF THE CENTER LINE OF THE
 QZ0367'ROAD, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0403 ***********************************************************************
 QZ0403  DESIGNATION -  A 328
 QZ0403  PID         -  QZ0403
 QZ0403  STATE/COUNTY-  ID/VALLEY
 QZ0403  USGS QUAD   -  PILOT PEAK (1969)
 QZ0403
 QZ0403                         *CURRENT SURVEY CONTROL
 QZ0403  ___________________________________________________________________
 QZ0403* NAD 83(1986)-  45 13 07.     (N)    115 32 44.     (W)     SCALED    
 QZ0403* NAVD 88     -       880.327  (meters)    2888.21   (feet)  ADJUSTED  
 QZ0403  ___________________________________________________________________
 QZ0403  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 QZ0403  DYNAMIC HT  -         879.861 (meters)    2886.68  (feet)  COMP
 QZ0403  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 QZ0403
 QZ0403  VERT ORDER  -  SECOND    CLASS 0
 QZ0403
 QZ0403.The horizontal coordinates were scaled from a topographic map and have
 QZ0403.an estimated accuracy of +/- 6 seconds.
 QZ0403
 QZ0403.The orthometric height was determined by differential leveling
 QZ0403.and adjusted by the National Geodetic Survey in June 1991..
 QZ0403
 QZ0403.The geoid height was determined by GEOID03.
 QZ0403
 QZ0403.The dynamic height is computed by dividing the NAVD 88
 QZ0403.geopotential number by the normal gravity value computed on the
 QZ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0403.degrees latitude (g = 980.6199 gals.).
 QZ0403
 QZ0403.The modeled gravity was interpolated from observed gravity values.
 QZ0403
 QZ0403;                    North         East    Units  Estimated Accuracy
 QZ0403;SPC ID W     -   394,620.      816,060.      MT  (+/- 180 meters Scaled)
 QZ0403
 QZ0403                          SUPERSEDED SURVEY CONTROL
 QZ0403
 QZ0403  NGVD 29 (??/??/92)  879.048  (m)         2884.01   (f) ADJ UNCH    2 0
 QZ0403
 QZ0403.Superseded values are not recommended for survey control.
 QZ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0403.See file dsdata.txt to determine how the superseded data were derived.
 QZ0403
 QZ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL141082(NAD 83)
 QZ0403_MARKER: DB = BENCH MARK DISK
 QZ0403_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0403_SP_SET: ROCK OUTCROP
 QZ0403_STAMPING: A 328 1948
 QZ0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0403+STABILITY: POSITION/ELEVATION WELL
 QZ0403
 QZ0403  HISTORY     - Date     Condition        Report By
 QZ0403  HISTORY     - 1948     MONUMENTED       CGS
 QZ0403
 QZ0403                          STATION DESCRIPTION
 QZ0403
 QZ0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0403'4.6 MI N FROM SOUTH FORK GUARD STATION.
 QZ0403'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0403'STATION, THENCE 2.6 MILES NORTH ALONG THE SOUTH FORK TRAIL, ABOUT 1.0
 QZ0403'MILE SOUTH OF A LOG CABIN, 13.0 FEET EAST OF THE CENTER LINE OF THE
 QZ0403'TRAIL, 9.5 FEET SOUTHEAST OF A LARGE PINE TREE WITH A TRIANGULAR
 QZ0403'BLAZE, SET IN THE TOP OF A PROMINENT ROCK OUTCROP PROJECTING 8.0 FEET
 QZ0403'ABOVE THE GROUND AND ABOUT 4 FEET BELOW THE TRAIL.  NOTE-- AN ALUMINUM
 QZ0403'TAG ON THE BLAZED TREE STAMPED, 2894.0 INDICATES A U.S. GEOLOGICAL
 QZ0403'SURVEY MARK IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0227 ***********************************************************************
 QA0227  DESIGNATION -  A 329
 QA0227  PID         -  QA0227
 QA0227  STATE/COUNTY-  ID/VALLEY
 QA0227  USGS QUAD   -  PISTOL LAKE (1990)
 QA0227
 QA0227                         *CURRENT SURVEY CONTROL
 QA0227  ___________________________________________________________________
 QA0227* NAD 83(1986)-  44 38 47.     (N)    115 30 02.     (W)     SCALED    
 QA0227* NAVD 88     -      2074.866  (meters)    6807.29   (feet)  ADJUSTED  
 QA0227  ___________________________________________________________________
 QA0227  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 QA0227  DYNAMIC HT  -        2073.673 (meters)    6803.38  (feet)  COMP
 QA0227  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 QA0227
 QA0227  VERT ORDER  -  SECOND    CLASS 0
 QA0227
 QA0227.The horizontal coordinates were scaled from a topographic map and have
 QA0227.an estimated accuracy of +/- 6 seconds.
 QA0227
 QA0227.The orthometric height was determined by differential leveling
 QA0227.and adjusted by the National Geodetic Survey in June 1991..
 QA0227
 QA0227.The geoid height was determined by GEOID03.
 QA0227
 QA0227.The dynamic height is computed by dividing the NAVD 88
 QA0227.geopotential number by the normal gravity value computed on the
 QA0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0227.degrees latitude (g = 980.6199 gals.).
 QA0227
 QA0227.The modeled gravity was interpolated from observed gravity values.
 QA0227
 QA0227;                    North         East    Units  Estimated Accuracy
 QA0227;SPC ID W     -   331,040.      819,790.      MT  (+/- 180 meters Scaled)
 QA0227
 QA0227                          SUPERSEDED SURVEY CONTROL
 QA0227
 QA0227  NGVD 29 (??/??/92) 2073.534  (m)         6802.92   (f) ADJ UNCH    2 0
 QA0227
 QA0227.Superseded values are not recommended for survey control.
 QA0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0227.See file dsdata.txt to determine how the superseded data were derived.
 QA0227
 QA0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK189447(NAD 83)
 QA0227_MARKER: DB = BENCH MARK DISK
 QA0227_SETTING: 80 = SET IN A BOULDER
 QA0227_SP_SET: BOULDER
 QA0227_STAMPING: A 329 1948
 QA0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0227+STABILITY: SURFACE MOTION
 QA0227
 QA0227  HISTORY     - Date     Condition        Report By
 QA0227  HISTORY     - 1948     MONUMENTED       CGS
 QA0227  HISTORY     - 1955     GOOD             NGS
 QA0227
 QA0227                          STATION DESCRIPTION
 QA0227
 QA0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0227'3.3 MI E FROM LANDMARK RANGER STATION.
 QA0227'3.3 MILES EAST ALONG THE LUCKY LAD MINE ROAD FROM THE RANGER STATION
 QA0227'AT LANDMARK, 29.6 FEET NORTH OF THE CENTER LINE OF THE ROAD, 19.8 FEET
 QA0227'WEST OF A 10-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF
 QA0227'A PROMINENT BOULDER PROJECTING 1.5 FEET ABOVE THE GROUND.
 QA0227
 QA0227                          STATION RECOVERY (1955)
 QA0227
 QA0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QA0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0016 ***********************************************************************
 NW0016  DESIGNATION -  A 33
 NW0016  PID         -  NW0016
 NW0016  STATE/COUNTY-  ID/OWYHEE
 NW0016  USGS QUAD   -  MOUNTAIN VIEW LAKE (1971)
 NW0016
 NW0016                         *CURRENT SURVEY CONTROL
 NW0016  ___________________________________________________________________
 NW0016* NAD 83(1986)-  42 07 05.     (N)    116 07 39.     (W)     SCALED    
 NW0016* NAVD 88     -      1617.599  (meters)    5307.07   (feet)  ADJUSTED  
 NW0016  ___________________________________________________________________
 NW0016  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 NW0016  DYNAMIC HT  -        1616.471 (meters)    5303.37  (feet)  COMP
 NW0016  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 NW0016
 NW0016  VERT ORDER  -  FIRST     CLASS II
 NW0016
 NW0016.The horizontal coordinates were scaled from a topographic map and have
 NW0016.an estimated accuracy of +/- 6 seconds.
 NW0016
 NW0016.The orthometric height was determined by differential leveling
 NW0016.and adjusted by the National Geodetic Survey in June 1991..
 NW0016
 NW0016.The geoid height was determined by GEOID03.
 NW0016
 NW0016.The dynamic height is computed by dividing the NAVD 88
 NW0016.geopotential number by the normal gravity value computed on the
 NW0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0016.degrees latitude (g = 980.6199 gals.).
 NW0016
 NW0016.The modeled gravity was interpolated from observed gravity values.
 NW0016
 NW0016;                    North         East    Units  Estimated Accuracy
 NW0016;SPC ID W     -    50,200.      768,780.      MT  (+/- 180 meters Scaled)
 NW0016
 NW0016                          SUPERSEDED SURVEY CONTROL
 NW0016
 NW0016  NGVD 29 (??/??/92) 1616.442  (m)         5303.28   (f) ADJ UNCH    1 2
 NW0016
 NW0016.Superseded values are not recommended for survey control.
 NW0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0016.See file dsdata.txt to determine how the superseded data were derived.
 NW0016
 NW0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG721632(NAD 83)
 NW0016_MARKER: DB = BENCH MARK DISK
 NW0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0016_STAMPING: A 33 1934
 NW0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0016+STABILITY: SURFACE MOTION
 NW0016
 NW0016  HISTORY     - Date     Condition        Report By
 NW0016  HISTORY     - 1934     MONUMENTED       CGS
 NW0016  HISTORY     - 1971     MARK NOT FOUND   USGS
 NW0016
 NW0016                          STATION DESCRIPTION
 NW0016
 NW0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0016'6.5 MI S FROM RIDDLE.
 NW0016'6.5 MILES SOUTH ALONG THE ROAD TO OWYHEE FROM THE PUBLIC SCHOOL AT
 NW0016'RIDDLE, OWYHEE COUNTY, IN THE WESTERN SHOSHONE INDIAN RESERVATION, 1.0
 NW0016'MILE SOUTH OF A SMALL BRIDGE OVER A CREEK, 0.3 MILE NORTHEAST OF A
 NW0016'SHACK, ON THE NORTHWEST SLOPE OF A BOTTOM, 90 FEET SOUTH OF A SHARP
 NW0016'CURVE TO THE SOUTHWEST, 55 FEET SOUTHWEST OF THE JUNCTION WITH THE
 NW0016'PROPOSED NEW ROAD, AND 30 FEET WEST OF THE CENTERLINE OF THE NEW ROAD.
 NW0016'A STAND DISK, STAMPED A 33 1934 AND SET IN THE TOP OF A CONCRETE
 NW0016'POST.  NOTE-- THIS ROAD HAS BEEN REALIGNED AND REBUILT TWICE IN THIS
 NW0016'AREA SINCE THIS LINE WAS ESTABLISHED.  THE BM WAS PROBABLY DESTROYED
 NW0016'ON ONE OF THESE OCCASIONS.
 NW0016
 NW0016                          STATION RECOVERY (1971)
 NW0016
 NW0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NW0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0606 ***********************************************************************
 QA0606  DESIGNATION -  A 330
 QA0606  PID         -  QA0606
 QA0606  STATE/COUNTY-  ID/VALLEY
 QA0606  USGS QUAD   -  LANDMARK (1988)
 QA0606
 QA0606                         *CURRENT SURVEY CONTROL
 QA0606  ___________________________________________________________________
 QA0606* NAD 83(1986)-  44 38 17.     (N)    115 32 40.     (W)     SCALED    
 QA0606* NAVD 88     -      2022.755  (meters)    6636.32   (feet)  ADJUSTED  
 QA0606  ___________________________________________________________________
 QA0606  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 QA0606  DYNAMIC HT  -        2021.574 (meters)    6632.45  (feet)  COMP
 QA0606  MODELED GRAV-     979,961.6   (mgal)                       NAVD 88
 QA0606
 QA0606  VERT ORDER  -  SECOND    CLASS 0
 QA0606
 QA0606.The horizontal coordinates were scaled from a topographic map and have
 QA0606.an estimated accuracy of +/- 6 seconds.
 QA0606
 QA0606.The orthometric height was determined by differential leveling
 QA0606.and adjusted by the National Geodetic Survey in June 1991..
 QA0606
 QA0606.The geoid height was determined by GEOID03.
 QA0606
 QA0606.The dynamic height is computed by dividing the NAVD 88
 QA0606.geopotential number by the normal gravity value computed on the
 QA0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0606.degrees latitude (g = 980.6199 gals.).
 QA0606
 QA0606.The modeled gravity was interpolated from observed gravity values.
 QA0606
 QA0606;                    North         East    Units  Estimated Accuracy
 QA0606;SPC ID W     -   330,110.      816,310.      MT  (+/- 180 meters Scaled)
 QA0606
 QA0606                          SUPERSEDED SURVEY CONTROL
 QA0606
 QA0606  NGVD 29 (??/??/92) 2021.400  (m)         6631.88   (f) ADJ UNCH    2 0
 QA0606
 QA0606.Superseded values are not recommended for survey control.
 QA0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0606.See file dsdata.txt to determine how the superseded data were derived.
 QA0606
 QA0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK154437(NAD 83)
 QA0606_MARKER: DB = BENCH MARK DISK
 QA0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0606_STAMPING: A 330 1948
 QA0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0606+STABILITY: SURFACE MOTION
 QA0606
 QA0606  HISTORY     - Date     Condition        Report By
 QA0606  HISTORY     - 1948     MONUMENTED       CGS
 QA0606
 QA0606                          STATION DESCRIPTION
 QA0606
 QA0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0606'1.3 MI S FROM LANDMARK RANGER STATION.
 QA0606'1.3 MILES SOUTH ALONG THE LANDMARK-STANLEY ROAD FROM THE RANGER
 QA0606'STATION AT LANDMARK, ABOUT 0.2 MILE NORTHWEST OF A LOG BRIDGE OVER
 QA0606'JOHNSON CREEK, NEAR THE INTERSECTION OF LANDMARK-STANLEY ROAD AND A
 QA0606'DIRT ROAD LEADING SOUTHWEST, AT A CLEARING, 145.0 FEET NORTHWEST OF
 QA0606'THE CENTER LINE OF THE DIRT ROAD SOUTH, 48.0 FEET WEST OF THE CENTER
 QA0606'LINE OF THE LANDMARK-STANLEY ROAD, SET IN THE TOP OF A CONCRETE POST
 QA0606'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0473 ***********************************************************************
 QA0473  DESIGNATION -  A 331
 QA0473  PID         -  QA0473
 QA0473  STATE/COUNTY-  ID/VALLEY
 QA0473  USGS QUAD   -  BERNARD MOUNTAIN (1988)
 QA0473
 QA0473                         *CURRENT SURVEY CONTROL
 QA0473  ___________________________________________________________________
 QA0473* NAD 83(1986)-  44 24 47.     (N)    115 36 14.     (W)     SCALED    
 QA0473* NAVD 88     -      1834.398  (meters)    6018.35   (feet)  ADJUSTED  
 QA0473  ___________________________________________________________________
 QA0473  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 QA0473  DYNAMIC HT  -        1833.359 (meters)    6014.95  (feet)  COMP
 QA0473  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 QA0473
 QA0473  VERT ORDER  -  SECOND    CLASS 0
 QA0473
 QA0473.The horizontal coordinates were scaled from a topographic map and have
 QA0473.an estimated accuracy of +/- 6 seconds.
 QA0473
 QA0473.The orthometric height was determined by differential leveling
 QA0473.and adjusted by the National Geodetic Survey in June 1991..
 QA0473
 QA0473.The geoid height was determined by GEOID03.
 QA0473
 QA0473.The dynamic height is computed by dividing the NAVD 88
 QA0473.geopotential number by the normal gravity value computed on the
 QA0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0473.degrees latitude (g = 980.6199 gals.).
 QA0473
 QA0473.The modeled gravity was interpolated from observed gravity values.
 QA0473
 QA0473;                    North         East    Units  Estimated Accuracy
 QA0473;SPC ID W     -   305,100.      811,640.      MT  (+/- 180 meters Scaled)
 QA0473
 QA0473                          SUPERSEDED SURVEY CONTROL
 QA0473
 QA0473  NGVD 29 (??/??/92) 1833.108  (m)         6014.12   (f) ADJ UNCH    2 0
 QA0473
 QA0473.Superseded values are not recommended for survey control.
 QA0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0473.See file dsdata.txt to determine how the superseded data were derived.
 QA0473
 QA0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK111186(NAD 83)
 QA0473_MARKER: DB = BENCH MARK DISK
 QA0473_SETTING: 66 = SET IN ROCK OUTCROP
 QA0473_SP_SET: ROCK OUTCROP
 QA0473_STAMPING: A 331 1948
 QA0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0473+STABILITY: POSITION/ELEVATION WELL
 QA0473
 QA0473  HISTORY     - Date     Condition        Report By
 QA0473  HISTORY     - 1948     MONUMENTED       CGS
 QA0473  HISTORY     - 1955     GOOD             NGS
 QA0473
 QA0473                          STATION DESCRIPTION
 QA0473
 QA0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0473'2.0 MI S FROM UPPER DEADWOOD G. S..
 QA0473'2.0 MILES SOUTH ALONG THE LANDMARK-STANLEY ROAD FROM THE UPPER
 QA0473'DEADWOOD GUARD STATION, ON THE OUTSIDE OF A CURVE, AT A TURNOUT, 52.5
 QA0473'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 39.0 FEET SOUTHEAST OF
 QA0473'A 10-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A
 QA0473'PROMINENT ROCK OUTCROP PROJECTING 12.0 FEET ABOVE THE GROUND AND ABOUT
 QA0473'4 FEET BELOW THE ROAD.
 QA0473
 QA0473                          STATION RECOVERY (1955)
 QA0473
 QA0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QA0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0304 ***********************************************************************
 QA0304  DESIGNATION -  A 332 RESET
 QA0304  PID         -  QA0304
 QA0304  STATE/COUNTY-  ID/CUSTER
 QA0304  USGS QUAD   -  BULL TROUT POINT (1972)
 QA0304
 QA0304                         *CURRENT SURVEY CONTROL
 QA0304  ___________________________________________________________________
 QA0304* NAD 83(1986)-  44 21 49.     (N)    115 15 36.     (W)     SCALED    
 QA0304* NAVD 88     -      2201.53   (meters)    7222.9    (feet)  RESET     
 QA0304  ___________________________________________________________________
 QA0304  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 QA0304
 QA0304  VERT ORDER  -  THIRD
 QA0304
 QA0304.The horizontal coordinates were scaled from a topographic map and have
 QA0304.an estimated accuracy of +/- 6 seconds.
 QA0304
 QA0304.The orthometric height was computed from unverified reset data.
 QA0304
 QA0304.The geoid height was determined by GEOID03.
 QA0304
 QA0304;                    North         East    Units  Estimated Accuracy
 QA0304;SPC ID C     -   300,370.      399,570.      MT  (+/- 180 meters Scaled)
 QA0304
 QA0304                          SUPERSEDED SURVEY CONTROL
 QA0304
 QA0304.No superseded survey control is available for this station.
 QA0304
 QA0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK386137(NAD 83)
 QA0304_MARKER: DB = BENCH MARK DISK
 QA0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0304_STAMPING: A 332 RESET 1952
 QA0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0304+STABILITY: SURFACE MOTION
 QA0304
 QA0304  HISTORY     - Date     Condition        Report By
 QA0304  HISTORY     - 1952     MONUMENTED       CGS
 QA0304
 QA0304                          STATION DESCRIPTION
 QA0304
 QA0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 QA0304'0.4 MI W FROM CAPE HORN G S.
 QA0304'0.4 MILE WEST ALONG THE CAPE HORN DRIVEWAY FROM THE CAPE HORN GUARD
 QA0304'STATION, 9.4 MILES WEST ALONG THE LANDMARK-STANLEY (CLEAR
 QA0304'CREEK-STANLEY ROAD NO. 146) ROAD, 0.5 MILE EAST OF CAPE HORN SUMMIT,
 QA0304'32.0 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 4.0 FEET WEST OF A
 QA0304'16-INCH PINE TREE WITH A TRIANGULAR BLAZE.  SET IN THE TOP OF A
 QA0304'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0743 ***********************************************************************
 OZ0743  DESIGNATION -  A 333
 OZ0743  PID         -  OZ0743
 OZ0743  STATE/COUNTY-  ID/BOISE
 OZ0743  USGS QUAD   -  TWIN SPRINGS (1976)
 OZ0743
 OZ0743                         *CURRENT SURVEY CONTROL
 OZ0743  ___________________________________________________________________
 OZ0743* NAD 83(1986)-  43 39 46.     (N)    115 42 42.     (W)     SCALED    
 OZ0743* NAVD 88     -      1011.268  (meters)    3317.80   (feet)  ADJUSTED  
 OZ0743  ___________________________________________________________________
 OZ0743  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 OZ0743  DYNAMIC HT  -        1010.801 (meters)    3316.27  (feet)  COMP
 OZ0743  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 OZ0743
 OZ0743  VERT ORDER  -  SECOND    CLASS 0
 OZ0743
 OZ0743.The horizontal coordinates were scaled from a topographic map and have
 OZ0743.an estimated accuracy of +/- 6 seconds.
 OZ0743
 OZ0743.The orthometric height was determined by differential leveling
 OZ0743.and adjusted by the National Geodetic Survey in June 1991..
 OZ0743
 OZ0743.The geoid height was determined by GEOID03.
 OZ0743
 OZ0743.The dynamic height is computed by dividing the NAVD 88
 OZ0743.geopotential number by the normal gravity value computed on the
 OZ0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0743.degrees latitude (g = 980.6199 gals.).
 OZ0743
 OZ0743.The modeled gravity was interpolated from observed gravity values.
 OZ0743
 OZ0743;                    North         East    Units  Estimated Accuracy
 OZ0743;SPC ID W     -   221,730.      803,090.      MT  (+/- 180 meters Scaled)
 OZ0743
 OZ0743                          SUPERSEDED SURVEY CONTROL
 OZ0743
 OZ0743  NGVD 29 (??/??/92) 1010.211  (m)         3314.33   (f) ADJ UNCH    2 0
 OZ0743
 OZ0743.Superseded values are not recommended for survey control.
 OZ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0743.See file dsdata.txt to determine how the superseded data were derived.
 OZ0743
 OZ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ038352(NAD 83)
 OZ0743_MARKER: DB = BENCH MARK DISK
 OZ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0743_STAMPING: A 333 1950
 OZ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0743+STABILITY: SURFACE MOTION
 OZ0743
 OZ0743  HISTORY     - Date     Condition        Report By
 OZ0743  HISTORY     - 1950     MONUMENTED       CGS
 OZ0743
 OZ0743                          STATION DESCRIPTION
 OZ0743
 OZ0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0743'1.2 MI SW FROM TWIN SPRINGS.
 OZ0743'1.2 MILES SOUTHWEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0743'POST OFFICE AT TWIN SPRINGS, AT THE NORTHWEST END OF A FOREST SERVICE
 OZ0743'CAMP GROUND, 69 FEET SOUTH OF A 40-INCH PINE TREE ON THE SOUTHWEST
 OZ0743'SHOULDER OF THE ROAD, 65 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OZ0743'ROAD, 16 FEET EAST OF THE EAST BANK OF A RIVER, 2 1/2 FEET NORTHEAST
 OZ0743'OF A 14-INCH PINE TREE, 2 FEET NORTHWEST OF A 12-INCH PINE TREE, 2.0
 OZ0743'FEET EAST OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE ROAD, AND SET
 OZ0743'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0338 ***********************************************************************
 OZ0338  DESIGNATION -  A 334
 OZ0338  PID         -  OZ0338
 OZ0338  STATE/COUNTY-  ID/ELMORE
 OZ0338  USGS QUAD   -  GRAND MTN (1972)
 OZ0338
 OZ0338                         *CURRENT SURVEY CONTROL
 OZ0338  ___________________________________________________________________
 OZ0338* NAD 83(1986)-  43 48 04.     (N)    115 23 10.     (W)     SCALED    
 OZ0338* NAVD 88     -      1302.133  (meters)    4272.08   (feet)  ADJUSTED  
 OZ0338  ___________________________________________________________________
 OZ0338  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 OZ0338  DYNAMIC HT  -        1301.423 (meters)    4269.75  (feet)  COMP
 OZ0338  MODELED GRAV-     980,029.6   (mgal)                       NAVD 88
 OZ0338
 OZ0338  VERT ORDER  -  SECOND    CLASS 0
 OZ0338
 OZ0338.The horizontal coordinates were scaled from a topographic map and have
 OZ0338.an estimated accuracy of +/- 6 seconds.
 OZ0338
 OZ0338.The orthometric height was determined by differential leveling
 OZ0338.and adjusted by the National Geodetic Survey in June 1991..
 OZ0338
 OZ0338.The geoid height was determined by GEOID03.
 OZ0338
 OZ0338.The dynamic height is computed by dividing the NAVD 88
 OZ0338.geopotential number by the normal gravity value computed on the
 OZ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0338.degrees latitude (g = 980.6199 gals.).
 OZ0338
 OZ0338.The modeled gravity was interpolated from observed gravity values.
 OZ0338
 OZ0338;                    North         East    Units  Estimated Accuracy
 OZ0338;SPC ID W     -   237,160.      829,280.      MT  (+/- 180 meters Scaled)
 OZ0338
 OZ0338                          SUPERSEDED SURVEY CONTROL
 OZ0338
 OZ0338  NGVD 29 (??/??/92) 1300.950  (m)         4268.20   (f) ADJ UNCH    2 0
 OZ0338
 OZ0338.Superseded values are not recommended for survey control.
 OZ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0338.See file dsdata.txt to determine how the superseded data were derived.
 OZ0338
 OZ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ298510(NAD 83)
 OZ0338_MARKER: DB = BENCH MARK DISK
 OZ0338_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0338_SP_SET: OUTCROP
 OZ0338_STAMPING: A 334 1950
 OZ0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0338+STABILITY: POSITION/ELEVATION WELL
 OZ0338
 OZ0338  HISTORY     - Date     Condition        Report By
 OZ0338  HISTORY     - 1950     MONUMENTED       CGS
 OZ0338
 OZ0338                          STATION DESCRIPTION
 OZ0338
 OZ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0338'17.4 MI W FROM ATLANTA.
 OZ0338'17.4 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0338'OFFICE AT ATLANTA, IN THE TOP OF A SMALL SHELF AT THE SOUTHEAST BASE
 OZ0338'OF A PROMINENT OVERHANGING OUTCROP, 191 FEET NORTH OF THE CENTER OF
 OZ0338'THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHEAST TO A CABIN, 128 FEET
 OZ0338'NORTHWEST OF AND ACROSS THE ROAD FROM A 30-INCH PINE TREE SUPPORTING
 OZ0338'ONE END OF A CABLE CROSSING, 26 FEET WEST OF THE CENTER LINE OF THE
 OZ0338'ROAD, 24 FEET NORTH OF THE SOUTH EDGE OF THE OUTCROP, ABOUT 10 FEET
 OZ0338'HIGHER THAN THE ROAD, ABOUT 3 FEET ABOVE THE GROUND, AND MARKED BY THE
 OZ0338'WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0443 ***********************************************************************
 NV0443  DESIGNATION -  A 335
 NV0443  PID         -  NV0443
 NV0443  STATE/COUNTY-  ID/GOODING
 NV0443  USGS QUAD   -  GOODING (1992)
 NV0443
 NV0443                         *CURRENT SURVEY CONTROL
 NV0443  ___________________________________________________________________
 NV0443* NAD 83(1986)-  42 57 07.     (N)    114 42 46.     (W)     SCALED    
 NV0443* NAVD 88     -      1084.536  (meters)    3558.18   (feet)  ADJUSTED  
 NV0443  ___________________________________________________________________
 NV0443  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 NV0443  DYNAMIC HT  -        1084.007 (meters)    3556.45  (feet)  COMP
 NV0443  MODELED GRAV-     980,095.8   (mgal)                       NAVD 88
 NV0443
 NV0443  VERT ORDER  -  SECOND    CLASS 0
 NV0443
 NV0443.The horizontal coordinates were scaled from a topographic map and have
 NV0443.an estimated accuracy of +/- 6 seconds.
 NV0443
 NV0443.The orthometric height was determined by differential leveling
 NV0443.and adjusted by the National Geodetic Survey in June 1991..
 NV0443
 NV0443.The geoid height was determined by GEOID03.
 NV0443
 NV0443.The dynamic height is computed by dividing the NAVD 88
 NV0443.geopotential number by the normal gravity value computed on the
 NV0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0443.degrees latitude (g = 980.6199 gals.).
 NV0443
 NV0443.The modeled gravity was interpolated from observed gravity values.
 NV0443
 NV0443;                    North         East    Units  Estimated Accuracy
 NV0443;SPC ID C     -   143,010.      441,840.      MT  (+/- 180 meters Scaled)
 NV0443
 NV0443                          SUPERSEDED SURVEY CONTROL
 NV0443
 NV0443  NGVD 29 (??/??/92) 1083.680  (m)         3555.37   (f) ADJ UNCH    2 0
 NV0443
 NV0443.Superseded values are not recommended for survey control.
 NV0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0443.See file dsdata.txt to determine how the superseded data were derived.
 NV0443
 NV0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH865580(NAD 83)
 NV0443_MARKER: DB = BENCH MARK DISK
 NV0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0443_SP_SET: GUARD RAIL
 NV0443_STAMPING: A 335 1950
 NV0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0443
 NV0443  HISTORY     - Date     Condition        Report By
 NV0443  HISTORY     - 1950     MONUMENTED       CGS
 NV0443  HISTORY     - 1983     GOOD             NGS
 NV0443
 NV0443                          STATION DESCRIPTION
 NV0443
 NV0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NV0443'0.9 MI N FROM GOODING.
 NV0443'0.9 MILE NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT GOODING,
 NV0443'AT THE CONCRETE BRIDGE OVER BIG WOOD RIVER, IN THE TOP OF THE NORTH
 NV0443'END OF THE EAST GUARD RAIL, 17 1/2 FEET EAST OF THE CENTER LINE OF
 NV0443'THE HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 NV0443
 NV0443                          STATION RECOVERY (1983)
 NV0443
 NV0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0319 ***********************************************************************
 OZ0319  DESIGNATION -  A 338
 OZ0319  PID         -  OZ0319
 OZ0319  STATE/COUNTY-  ID/BLAINE
 OZ0319  USGS QUAD   -  SNOWYSIDE PEAK (1964)
 OZ0319
 OZ0319                         *CURRENT SURVEY CONTROL
 OZ0319  ___________________________________________________________________
 OZ0319* NAD 83(1986)-  43 53 42.     (N)    114 54 43.     (W)     SCALED    
 OZ0319* NAVD 88     -      2164.308  (meters)    7100.73   (feet)  ADJUSTED  
 OZ0319  ___________________________________________________________________
 OZ0319  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 OZ0319  DYNAMIC HT  -        2162.848 (meters)    7095.94  (feet)  COMP
 OZ0319  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 OZ0319
 OZ0319  VERT ORDER  -  SECOND    CLASS 0
 OZ0319
 OZ0319.The horizontal coordinates were scaled from a topographic map and have
 OZ0319.an estimated accuracy of +/- 6 seconds.
 OZ0319
 OZ0319.The orthometric height was determined by differential leveling
 OZ0319.and adjusted by the National Geodetic Survey in June 1991..
 OZ0319
 OZ0319.The geoid height was determined by GEOID03.
 OZ0319
 OZ0319.The dynamic height is computed by dividing the NAVD 88
 OZ0319.geopotential number by the normal gravity value computed on the
 OZ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0319.degrees latitude (g = 980.6199 gals.).
 OZ0319
 OZ0319.The modeled gravity was interpolated from observed gravity values.
 OZ0319
 OZ0319;                    North         East    Units  Estimated Accuracy
 OZ0319;SPC ID C     -   247,930.      426,730.      MT  (+/- 180 meters Scaled)
 OZ0319
 OZ0319                          SUPERSEDED SURVEY CONTROL
 OZ0319
 OZ0319  NGVD 29 (??/??/92) 2162.903  (m)         7096.12   (f) ADJ UNCH    2 0
 OZ0319
 OZ0319.Superseded values are not recommended for survey control.
 OZ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0319.See file dsdata.txt to determine how the superseded data were derived.
 OZ0319
 OZ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ677623(NAD 83)
 OZ0319_MARKER: DB = BENCH MARK DISK
 OZ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0319_STAMPING: A 338 1950
 OZ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0319+STABILITY: SURFACE MOTION
 OZ0319
 OZ0319  HISTORY     - Date     Condition        Report By
 OZ0319  HISTORY     - 1950     MONUMENTED       CGS
 OZ0319  HISTORY     - 1955     GOOD             NGS
 OZ0319
 OZ0319                          STATION DESCRIPTION
 OZ0319
 OZ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0319'4.1 MI SW FROM ALTURAS LAKE.
 OZ0319'4.1 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0319'OUTLET AT ALTURAS LAKE, 0.2 MILE SOUTHWEST OF ALPINE CREEK CROSSING,
 OZ0319'ABOUT 105 YARDS SOUTHWEST OF THE JUNCTION OF THE ROAD AND A TRAIL, IN
 OZ0319'A SMALL GRASSY MEADOW, 25 FEET NORTHWEST OF THE NORTHWEST BANK OF
 OZ0319'ALTURAS LAKE CREEK, 17 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL,
 OZ0319'12 FEET NORTHWEST OF A 16-INCH PINE TREE WITH A TRIANGULAR BLAZE, 2
 OZ0319'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRAIL, AND SET
 OZ0319'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 OZ0319
 OZ0319                          STATION RECOVERY (1955)
 OZ0319
 OZ0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OZ0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0431 ***********************************************************************
 OZ0431  DESIGNATION -  A 339
 OZ0431  PID         -  OZ0431
 OZ0431  STATE/COUNTY-  ID/ELMORE
 OZ0431  USGS QUAD   -  HIGH PRAIRIE (1963)
 OZ0431
 OZ0431                         *CURRENT SURVEY CONTROL
 OZ0431  ___________________________________________________________________
 OZ0431* NAD 83(1986)-  43 20 09.     (N)    115 08 45.     (W)     SCALED    
 OZ0431* NAVD 88     -      1676.265  (meters)    5499.55   (feet)  ADJUSTED  
 OZ0431  ___________________________________________________________________
 OZ0431  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 OZ0431  DYNAMIC HT  -        1675.295 (meters)    5496.36  (feet)  COMP
 OZ0431  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 OZ0431
 OZ0431  VERT ORDER  -  SECOND    CLASS 0
 OZ0431
 OZ0431.The horizontal coordinates were scaled from a topographic map and have
 OZ0431.an estimated accuracy of +/- 6 seconds.
 OZ0431
 OZ0431.The orthometric height was determined by differential leveling
 OZ0431.and adjusted by the National Geodetic Survey in June 1991..
 OZ0431
 OZ0431.The geoid height was determined by GEOID03.
 OZ0431
 OZ0431.The dynamic height is computed by dividing the NAVD 88
 OZ0431.geopotential number by the normal gravity value computed on the
 OZ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0431.degrees latitude (g = 980.6199 gals.).
 OZ0431
 OZ0431.The modeled gravity was interpolated from observed gravity values.
 OZ0431
 OZ0431;                    North         East    Units  Estimated Accuracy
 OZ0431;SPC ID W     -   185,580.      848,990.      MT  (+/- 180 meters Scaled)
 OZ0431
 OZ0431                          SUPERSEDED SURVEY CONTROL
 OZ0431
 OZ0431  NGVD 29 (??/??/92) 1675.179  (m)         5495.98   (f) ADJ UNCH    2 0
 OZ0431
 OZ0431.Superseded values are not recommended for survey control.
 OZ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0431.See file dsdata.txt to determine how the superseded data were derived.
 OZ0431
 OZ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH503997(NAD 83)
 OZ0431_MARKER: DB = BENCH MARK DISK
 OZ0431_SETTING: 80 = SET IN A BOULDER
 OZ0431_SP_SET: BOULDER
 OZ0431_STAMPING: A 339 1950
 OZ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0431+STABILITY: SURFACE MOTION
 OZ0431
 OZ0431  HISTORY     - Date     Condition        Report By
 OZ0431  HISTORY     - 1950     MONUMENTED       CGS
 OZ0431
 OZ0431                          STATION DESCRIPTION
 OZ0431
 OZ0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0431'11.2 MI W FROM CORRAL.
 OZ0431'0.6 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE AT
 OZ0431'CORRAL, THENCE 10.6 MILES WEST ALONG A GRADED COUNTY ROAD, 0.1 MILE
 OZ0431'SOUTHEAST OF THE CROSSING OF A TELEPHONE LINE, AT THE SUMMIT OF A
 OZ0431'HILL, ON THE OUTSIDE OF A SHARP CURVE, IN THE TOP OF A BOULDER
 OZ0431'PROJECTING 0.4 FOOT ABOVE THE GROUND, 106 FEET SOUTH OF THE JUNCTION
 OZ0431'OF A TRACK ROAD LEADING SOUTHWEST, 26 FEET SOUTHEAST OF THE CENTER
 OZ0431'LINE OF THE TRACK ROAD, 31.2 FEET WEST OF A FENCE, 7.5 FEET SOUTH OF A
 OZ0431'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0182 ***********************************************************************
 PZ0182  DESIGNATION -  A 34
 PZ0182  PID         -  PZ0182
 PZ0182  STATE/COUNTY-  ID/CLARK
 PZ0182  USGS QUAD   -  SMALL (1964)
 PZ0182
 PZ0182                         *CURRENT SURVEY CONTROL
 PZ0182  ___________________________________________________________________
 PZ0182* NAD 83(1986)-  44 09 22.     (N)    112 27 50.     (W)     SCALED    
 PZ0182* NAVD 88     -      1510.915  (meters)    4957.06   (feet)  ADJUSTED  
 PZ0182  ___________________________________________________________________
 PZ0182  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 PZ0182  DYNAMIC HT  -        1510.182 (meters)    4954.66  (feet)  COMP
 PZ0182  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 PZ0182
 PZ0182  VERT ORDER  -  SECOND    CLASS 0
 PZ0182
 PZ0182.The horizontal coordinates were scaled from a topographic map and have
 PZ0182.an estimated accuracy of +/- 6 seconds.
 PZ0182
 PZ0182.The orthometric height was determined by differential leveling
 PZ0182.and adjusted by the National Geodetic Survey in June 1991..
 PZ0182
 PZ0182.The geoid height was determined by GEOID03.
 PZ0182
 PZ0182.The dynamic height is computed by dividing the NAVD 88
 PZ0182.geopotential number by the normal gravity value computed on the
 PZ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0182.degrees latitude (g = 980.6199 gals.).
 PZ0182
 PZ0182.The modeled gravity was interpolated from observed gravity values.
 PZ0182
 PZ0182;                    North         East    Units  Estimated Accuracy
 PZ0182;SPC ID E     -   276,580.      176,230.      MT  (+/- 180 meters Scaled)
 PZ0182
 PZ0182                          SUPERSEDED SURVEY CONTROL
 PZ0182
 PZ0182  NGVD 29 (??/??/92) 1509.804  (m)         4953.42   (f) ADJ UNCH    2 0
 PZ0182
 PZ0182.Superseded values are not recommended for survey control.
 PZ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0182.See file dsdata.txt to determine how the superseded data were derived.
 PZ0182
 PZ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP829902(NAD 83)
 PZ0182_MARKER: DB = BENCH MARK DISK
 PZ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0182_STAMPING: A 34 1934
 PZ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0182+STABILITY: SURFACE MOTION
 PZ0182
 PZ0182  HISTORY     - Date     Condition        Report By
 PZ0182  HISTORY     - 1934     MONUMENTED       CGS
 PZ0182  HISTORY     - 20000601 MARK NOT FOUND   IDTD
 PZ0182
 PZ0182                          STATION DESCRIPTION
 PZ0182
 PZ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PZ0182'15.0 MI SW FROM DUBOIS.
 PZ0182'15.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0182'DUBOIS, CLARK COUNTY, 2.2 MILES NORTHEAST OF A SHARP BEND TO THE
 PZ0182'RIGHT, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET EAST
 PZ0182'OF A 3-FOOT LAVA ROCK PILE PAINTED U S B M.  A STANDARD DISK STAMPED A
 PZ0182'34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PZ0182
 PZ0182                          STATION RECOVERY (2000)
 PZ0182
 PZ0182'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 PZ0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0463 ***********************************************************************
 OZ0463  DESIGNATION -  A 340
 OZ0463  PID         -  OZ0463
 OZ0463  STATE/COUNTY-  ID/ELMORE
 OZ0463  USGS QUAD   -  PINE (1973)
 OZ0463
 OZ0463                         *CURRENT SURVEY CONTROL
 OZ0463  ___________________________________________________________________
 OZ0463* NAD 83(1986)-  43 27 58.     (N)    115 18 33.     (W)     SCALED    
 OZ0463* NAVD 88     -      1285.302  (meters)    4216.86   (feet)  ADJUSTED  
 OZ0463  ___________________________________________________________________
 OZ0463  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 OZ0463  DYNAMIC HT  -        1284.614 (meters)    4214.60  (feet)  COMP
 OZ0463  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 OZ0463
 OZ0463  VERT ORDER  -  SECOND    CLASS 0
 OZ0463
 OZ0463.The horizontal coordinates were scaled from a topographic map and have
 OZ0463.an estimated accuracy of +/- 6 seconds.
 OZ0463
 OZ0463.The orthometric height was determined by differential leveling
 OZ0463.and adjusted by the National Geodetic Survey in June 1991..
 OZ0463
 OZ0463.The geoid height was determined by GEOID03.
 OZ0463
 OZ0463.The dynamic height is computed by dividing the NAVD 88
 OZ0463.geopotential number by the normal gravity value computed on the
 OZ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0463.degrees latitude (g = 980.6199 gals.).
 OZ0463
 OZ0463.The modeled gravity was interpolated from observed gravity values.
 OZ0463
 OZ0463;                    North         East    Units  Estimated Accuracy
 OZ0463;SPC ID W     -   199,970.      835,670.      MT  (+/- 180 meters Scaled)
 OZ0463
 OZ0463                          SUPERSEDED SURVEY CONTROL
 OZ0463
 OZ0463  NGVD 29 (??/??/92) 1284.228  (m)         4213.34   (f) ADJ UNCH    2 0
 OZ0463
 OZ0463.Superseded values are not recommended for survey control.
 OZ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0463.See file dsdata.txt to determine how the superseded data were derived.
 OZ0463
 OZ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ367139(NAD 83)
 OZ0463_MARKER: DD = SURVEY DISK
 OZ0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0463_SP_SET: CONCRETE BASE
 OZ0463_STAMPING: A 340 1950
 OZ0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0463
 OZ0463  HISTORY     - Date     Condition        Report By
 OZ0463  HISTORY     - 1950     MONUMENTED       CGS
 OZ0463
 OZ0463                          STATION DESCRIPTION
 OZ0463
 OZ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0463'1.4 MI S FROM PINE.
 OZ0463'1.4 MILES SOUTH ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0463'PINE, AT THE PINE AIRPORT, IN THE NORTHWEST CORNER OF THE CONCRETE
 OZ0463'BASE OF THE WIND SOCK, 261 FEET SOUTHWEST OF A LONE COTTONWOOD TREE,
 OZ0463'93 FEET EAST OF THE EAST EDGE OF THE RUNWAY, 53.6 FEET SOUTHWEST OF A
 OZ0463'FENCE CORNER POST, 2.7 FEET EAST OF A WITNESS POST, AND ABOUT LEVEL
 OZ0463'WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0598 ***********************************************************************
 SV0598  DESIGNATION -  A 3405
 SV0598  PID         -  SV0598
 SV0598  STATE/COUNTY-  ID/KOOTENAI
 SV0598  USGS QUAD   -  POST FALLS (1981)
 SV0598
 SV0598                         *CURRENT SURVEY CONTROL
 SV0598  ___________________________________________________________________
 SV0598* NAD 83(1986)-  47 41 48.     (N)    116 53 39.     (W)     SCALED    
 SV0598* NAVD 88     -       649.513  (meters)    2130.94   (feet)  ADJUSTED  
 SV0598  ___________________________________________________________________
 SV0598  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 SV0598  DYNAMIC HT  -         649.541 (meters)    2131.04  (feet)  COMP
 SV0598  MODELED GRAV-     980,635.0   (mgal)                       NAVD 88
 SV0598
 SV0598  VERT ORDER  -  SECOND    CLASS 0
 SV0598
 SV0598.The horizontal coordinates were scaled from a topographic map and have
 SV0598.an estimated accuracy of +/- 6 seconds.
 SV0598
 SV0598.The orthometric height was determined by differential leveling
 SV0598.and adjusted by the National Geodetic Survey in June 1991..
 SV0598
 SV0598.The geoid height was determined by GEOID03.
 SV0598
 SV0598.The dynamic height is computed by dividing the NAVD 88
 SV0598.geopotential number by the normal gravity value computed on the
 SV0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0598.degrees latitude (g = 980.6199 gals.).
 SV0598
 SV0598.The modeled gravity was interpolated from observed gravity values.
 SV0598
 SV0598;                    North         East    Units  Estimated Accuracy
 SV0598;SPC ID W     -   670,680.      714,120.      MT  (+/- 180 meters Scaled)
 SV0598
 SV0598                          SUPERSEDED SURVEY CONTROL
 SV0598
 SV0598  NGVD 29 (??/??/92)  648.347  (m)         2127.12   (f) ADJ UNCH    2 0
 SV0598
 SV0598.Superseded values are not recommended for survey control.
 SV0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0598.See file dsdata.txt to determine how the superseded data were derived.
 SV0598
 SV0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN079825(NAD 83)
 SV0598_MARKER: DD = SURVEY DISK
 SV0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0598_STAMPING: A 3405
 SV0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0598+STABILITY: SURFACE MOTION
 SV0598
 SV0598  HISTORY     - Date     Condition        Report By
 SV0598  HISTORY     - UNK      MONUMENTED       IDGS
 SV0598  HISTORY     - 1952     GOOD             NGS
 SV0598
 SV0598                          STATION DESCRIPTION
 SV0598
 SV0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0598'3.7 MI SE FROM POST FALLS.
 SV0598'0.3 MILE NORTH ALONG SPOKANE AVENUE FROM THE POST OFFICE AT POST
 SV0598'FALLS, THENCE 2.6 MILES EAST ALONG U. S. HIGHWAY 10, THENCE 0.8 MILE
 SV0598'SOUTH ALONG THE ROAD LEADING TO THE BAPTIST YOUTH CAMP, AT THE SOUTH
 SV0598'EDGE OF THE CAMP, 35.3 FEET EAST OF THE NORTHEAST END OF A FLOATING
 SV0598'PIER, 22 FEET NORTHEAST OF THE EDGE OF THE SPOKANE RIVER, 1.1 FEET
 SV0598'SOUTH OF THE WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SV0598'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0599 ***********************************************************************
 SV0599  DESIGNATION -  A 3406
 SV0599  PID         -  SV0599
 SV0599  STATE/COUNTY-  ID/KOOTENAI
 SV0599  USGS QUAD   -  POST FALLS (1981)
 SV0599
 SV0599                         *CURRENT SURVEY CONTROL
 SV0599  ___________________________________________________________________
 SV0599* NAD 83(1986)-  47 41 45.     (N)    116 53 32.     (W)     SCALED    
 SV0599* NAVD 88     -       650.267  (meters)    2133.42   (feet)  ADJUSTED  
 SV0599  ___________________________________________________________________
 SV0599  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 SV0599  DYNAMIC HT  -         650.295 (meters)    2133.51  (feet)  COMP
 SV0599  MODELED GRAV-     980,635.0   (mgal)                       NAVD 88
 SV0599
 SV0599  VERT ORDER  -  SECOND    CLASS 0
 SV0599
 SV0599.The horizontal coordinates were scaled from a topographic map and have
 SV0599.an estimated accuracy of +/- 6 seconds.
 SV0599
 SV0599.The orthometric height was determined by differential leveling
 SV0599.and adjusted by the National Geodetic Survey in June 1991..
 SV0599
 SV0599.The geoid height was determined by GEOID03.
 SV0599
 SV0599.The dynamic height is computed by dividing the NAVD 88
 SV0599.geopotential number by the normal gravity value computed on the
 SV0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0599.degrees latitude (g = 980.6199 gals.).
 SV0599
 SV0599.The modeled gravity was interpolated from observed gravity values.
 SV0599
 SV0599;                    North         East    Units  Estimated Accuracy
 SV0599;SPC ID W     -   670,580.      714,270.      MT  (+/- 180 meters Scaled)
 SV0599
 SV0599                          SUPERSEDED SURVEY CONTROL
 SV0599
 SV0599  NGVD 29 (??/??/92)  649.101  (m)         2129.59   (f) ADJ UNCH    2 0
 SV0599
 SV0599.Superseded values are not recommended for survey control.
 SV0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0599.See file dsdata.txt to determine how the superseded data were derived.
 SV0599
 SV0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN080825(NAD 83)
 SV0599_MARKER: DD = SURVEY DISK
 SV0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0599_STAMPING: A 3406
 SV0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0599+STABILITY: SURFACE MOTION
 SV0599
 SV0599  HISTORY     - Date     Condition        Report By
 SV0599  HISTORY     - UNK      MONUMENTED       IDGS
 SV0599  HISTORY     - 1952     GOOD             NGS
 SV0599
 SV0599                          STATION DESCRIPTION
 SV0599
 SV0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0599'3.8 MI SE FROM POST FALLS.
 SV0599'0.3 MILE NORTH ALONG SPOKANE AVENUE FROM THE POST OFFICE AT POST
 SV0599'FALLS, THENCE 2.6 MILES EAST ALONG U. S. HIGHWAY 10, THENCE 0.8 MILE
 SV0599'SOUTH ALONG THE ROAD LEADING TO THE BAPTIST YOUTH CAMP, THENCE ABOUT
 SV0599'0.05 MILE EAST ALONG THE BANK OF THE SPOKANE RIVER, ABOUT 475 FEET
 SV0599'EAST OF B. M. A 3405 (I.G.S.), DIRECTLY NORTH OF AND ACROSS THE RIVER
 SV0599'FROM A GROUP OF BUILDINGS, 20 FEET NORTH OF THE NORTH EDGE OF THE
 SV0599'RIVER, 1.3 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 SV0599'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0595 ***********************************************************************
 SV0595  DESIGNATION -  A 3407
 SV0595  PID         -  SV0595
 SV0595  STATE/COUNTY-  ID/KOOTENAI
 SV0595  USGS QUAD   -  POST FALLS (1981)
 SV0595
 SV0595                         *CURRENT SURVEY CONTROL
 SV0595  ___________________________________________________________________
 SV0595* NAD 83(1986)-  47 41 38.     (N)    116 52 52.     (W)     SCALED    
 SV0595* NAVD 88     -       680.647  (meters)    2233.09   (feet)  ADJUSTED  
 SV0595  ___________________________________________________________________
 SV0595  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 SV0595  DYNAMIC HT  -         680.679 (meters)    2233.19  (feet)  COMP
 SV0595  MODELED GRAV-     980,636.3   (mgal)                       NAVD 88
 SV0595
 SV0595  VERT ORDER  -  SECOND    CLASS 0
 SV0595
 SV0595.The horizontal coordinates were scaled from a topographic map and have
 SV0595.an estimated accuracy of +/- 6 seconds.
 SV0595
 SV0595.The orthometric height was determined by differential leveling
 SV0595.and adjusted by the National Geodetic Survey in June 1991..
 SV0595
 SV0595.The geoid height was determined by GEOID03.
 SV0595
 SV0595.The dynamic height is computed by dividing the NAVD 88
 SV0595.geopotential number by the normal gravity value computed on the
 SV0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0595.degrees latitude (g = 980.6199 gals.).
 SV0595
 SV0595.The modeled gravity was interpolated from observed gravity values.
 SV0595
 SV0595;                    North         East    Units  Estimated Accuracy
 SV0595;SPC ID W     -   670,350.      715,100.      MT  (+/- 180 meters Scaled)
 SV0595
 SV0595                          SUPERSEDED SURVEY CONTROL
 SV0595
 SV0595  NGVD 29 (??/??/92)  679.491  (m)         2229.30   (f) ADJ UNCH    2 0
 SV0595
 SV0595.Superseded values are not recommended for survey control.
 SV0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0595.See file dsdata.txt to determine how the superseded data were derived.
 SV0595
 SV0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN089822(NAD 83)
 SV0595_MARKER: DD = SURVEY DISK
 SV0595_SETTING: 66 = SET IN ROCK OUTCROP
 SV0595_SP_SET: ROCK OUTCROP
 SV0595_STAMPING: A 3407
 SV0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0595+STABILITY: POSITION/ELEVATION WELL
 SV0595
 SV0595  HISTORY     - Date     Condition        Report By
 SV0595  HISTORY     - UNK      MONUMENTED       IDGS
 SV0595  HISTORY     - 1952     GOOD             NGS
 SV0595
 SV0595                          STATION DESCRIPTION
 SV0595
 SV0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0595'5.9 MI NW FROM COEUR DALENE.
 SV0595'3.6 MILES NORTHWEST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE
 SV0595'AT COEUR DALENE, THENCE 2.1 MILES SOUTHWEST ALONG HEUTER ROAD, THENCE
 SV0595'0.2 MILE NORTH CROSS COUNTRY TO THE TOP OF A RIDGE, ABOUT 0.5 MILE
 SV0595'SOUTH OF A PUMP STATION OF THE NORTH BANK OF THE SPOKANE RIVER, IN THE
 SV0595'TOP OF AN OUTCROP ON A ROCKY POINT, IN A SMALL CLEARING, ABOUT 150
 SV0595'FEET SOUTH OF THE SOUTH BANK OF THE RIVER, 16.6 FEET SOUTHEAST OF THE
 SV0595'HIGHEST AND NORTHERN MOST POINT OF THE ROCKY POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0594 ***********************************************************************
 SV0594  DESIGNATION -  A 3409
 SV0594  PID         -  SV0594
 SV0594  STATE/COUNTY-  ID/KOOTENAI
 SV0594  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0594
 SV0594                         *CURRENT SURVEY CONTROL
 SV0594  ___________________________________________________________________
 SV0594* NAD 83(1986)-  47 41 45.     (N)    116 51 26.     (W)     SCALED    
 SV0594* NAVD 88     -       676.068  (meters)    2218.07   (feet)  ADJUSTED  
 SV0594  ___________________________________________________________________
 SV0594  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 SV0594  DYNAMIC HT  -         676.094 (meters)    2218.15  (feet)  COMP
 SV0594  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 SV0594
 SV0594  VERT ORDER  -  SECOND    CLASS 0
 SV0594
 SV0594.The horizontal coordinates were scaled from a topographic map and have
 SV0594.an estimated accuracy of +/- 6 seconds.
 SV0594
 SV0594.The orthometric height was determined by differential leveling
 SV0594.and adjusted by the National Geodetic Survey in June 1991..
 SV0594
 SV0594.The geoid height was determined by GEOID03.
 SV0594
 SV0594.The dynamic height is computed by dividing the NAVD 88
 SV0594.geopotential number by the normal gravity value computed on the
 SV0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0594.degrees latitude (g = 980.6199 gals.).
 SV0594
 SV0594.The modeled gravity was interpolated from observed gravity values.
 SV0594
 SV0594;                    North         East    Units  Estimated Accuracy
 SV0594;SPC ID W     -   670,540.      716,900.      MT  (+/- 180 meters Scaled)
 SV0594
 SV0594                          SUPERSEDED SURVEY CONTROL
 SV0594
 SV0594  NGVD 29 (??/??/92)  674.906  (m)         2214.25   (f) ADJ UNCH    2 0
 SV0594
 SV0594.Superseded values are not recommended for survey control.
 SV0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0594.See file dsdata.txt to determine how the superseded data were derived.
 SV0594
 SV0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN107825(NAD 83)
 SV0594_MARKER: DD = SURVEY DISK
 SV0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0594_STAMPING: A 3409
 SV0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0594+STABILITY: SURFACE MOTION
 SV0594
 SV0594  HISTORY     - Date     Condition        Report By
 SV0594  HISTORY     - UNK      MONUMENTED       IDGS
 SV0594  HISTORY     - 1952     GOOD             NGS
 SV0594
 SV0594                          STATION DESCRIPTION
 SV0594
 SV0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0594'4.8 MI NW FROM COEUR DALENE.
 SV0594'3.6 MILES NORTHWEST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE
 SV0594'AT COEUR DALENE, THENCE 1.0 MILE SOUTHWEST ALONG THE HEUTER ROAD,
 SV0594'THENCE, 0.2 MILE ACROSS COUNTRY, ABOUT 0.4 MILE WEST OF A WOODEN
 SV0594'BRIDGE OVER THE SPOKANE RIVER, AT A BLUFF 200 FEET SOUTH OF THE RIVER,
 SV0594'92 FEET NORTHWEST OF THE NORTHEAST CORNER OF A LARGE CLEARING, 6 FEET
 SV0594'SOUTH OF THE NORTH EDGE OF THE BLUFF, 1.9 FEET NORTHEAST OF A WITNESS
 SV0594'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 SV0594'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0280 ***********************************************************************
 NT0280  DESIGNATION -  A 341
 NT0280  PID         -  NT0280
 NT0280  STATE/COUNTY-  ID/FRANKLIN
 NT0280  USGS QUAD   -  WESTON (1969)
 NT0280
 NT0280                         *CURRENT SURVEY CONTROL
 NT0280  ___________________________________________________________________
 NT0280* NAD 83(1986)-  42 06 40.     (N)    111 52 37.     (W)     SCALED    
 NT0280* NAVD 88     -      1440.828  (meters)    4727.12   (feet)  ADJUSTED  
 NT0280  ___________________________________________________________________
 NT0280  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NT0280  DYNAMIC HT  -        1439.821 (meters)    4723.81  (feet)  COMP
 NT0280  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 NT0280
 NT0280  VERT ORDER  -  SECOND    CLASS 0
 NT0280
 NT0280.The horizontal coordinates were scaled from a topographic map and have
 NT0280.an estimated accuracy of +/- 6 seconds.
 NT0280
 NT0280.The orthometric height was determined by differential leveling
 NT0280.and adjusted by the National Geodetic Survey in June 1991..
 NT0280
 NT0280.The geoid height was determined by GEOID03.
 NT0280
 NT0280.The dynamic height is computed by dividing the NAVD 88
 NT0280.geopotential number by the normal gravity value computed on the
 NT0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0280.degrees latitude (g = 980.6199 gals.).
 NT0280
 NT0280.The modeled gravity was interpolated from observed gravity values.
 NT0280
 NT0280;                    North         East    Units  Estimated Accuracy
 NT0280;SPC ID E     -    49,400.      223,960.      MT  (+/- 180 meters Scaled)
 NT0280
 NT0280                          SUPERSEDED SURVEY CONTROL
 NT0280
 NT0280  NGVD 29 (??/??/92) 1439.782  (m)         4723.68   (f) ADJ UNCH    2 0
 NT0280
 NT0280.Superseded values are not recommended for survey control.
 NT0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0280.See file dsdata.txt to determine how the superseded data were derived.
 NT0280
 NT0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM275624(NAD 83)
 NT0280_MARKER: DB = BENCH MARK DISK
 NT0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0280_STAMPING: A 341 1951
 NT0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0280+STABILITY: SURFACE MOTION
 NT0280
 NT0280  HISTORY     - Date     Condition        Report By
 NT0280  HISTORY     - 1951     MONUMENTED       CGS
 NT0280  HISTORY     - 1969     MARK NOT FOUND   USGS
 NT0280
 NT0280                          STATION DESCRIPTION
 NT0280
 NT0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0280'1 MI N FROM PRESTON.
 NT0280'ABOUT 1 MILE NORTH ALONG U. S. HIGHWAY 91 FROM THE COURT HOUSE AT
 NT0280'PRESTON, AT THE Y JUNCTION OF U. S. HIGHWAY 91, STATE HIGHWAY 34 AND A
 NT0280'GRAVEL ROAD LEADING NORTH, 98 1/2 FEET WEST OF THE CENTER LINE OF
 NT0280'STATE HIGHWAY 34, 50.6 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY
 NT0280'91, 51 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD LEADING NORTH,
 NT0280'41 1/2 FEET NORTH OF A POWER LINE POLE WITH A GUY WIRE AND A
 NT0280'TRANSFORMER, 7 FEET NORTHWEST OF A V IN A FENCE LINE, 2.2 FEET NORTH
 NT0280'OF A WITNESS POST, AND ABOUT LEVEL WITH STATE HIGHWAY 34, AND SET IN
 NT0280'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NT0280
 NT0280                          STATION RECOVERY (1969)
 NT0280
 NT0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0591 ***********************************************************************
 SV0591  DESIGNATION -  A 3411
 SV0591  PID         -  SV0591
 SV0591  STATE/COUNTY-  ID/KOOTENAI
 SV0591  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0591
 SV0591                         *CURRENT SURVEY CONTROL
 SV0591  ___________________________________________________________________
 SV0591* NAD 83(1986)-  47 41 57.     (N)    116 50 03.     (W)     SCALED    
 SV0591* NAVD 88     -       650.666  (meters)    2134.73   (feet)  ADJUSTED  
 SV0591  ___________________________________________________________________
 SV0591  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 SV0591  DYNAMIC HT  -         650.687 (meters)    2134.80  (feet)  COMP
 SV0591  MODELED GRAV-     980,624.6   (mgal)                       NAVD 88
 SV0591
 SV0591  VERT ORDER  -  SECOND    CLASS 0
 SV0591
 SV0591.The horizontal coordinates were scaled from a topographic map and have
 SV0591.an estimated accuracy of +/- 6 seconds.
 SV0591
 SV0591.The orthometric height was determined by differential leveling
 SV0591.and adjusted by the National Geodetic Survey in June 1991..
 SV0591
 SV0591.The geoid height was determined by GEOID03.
 SV0591
 SV0591.The dynamic height is computed by dividing the NAVD 88
 SV0591.geopotential number by the normal gravity value computed on the
 SV0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0591.degrees latitude (g = 980.6199 gals.).
 SV0591
 SV0591.The modeled gravity was interpolated from observed gravity values.
 SV0591
 SV0591;                    North         East    Units  Estimated Accuracy
 SV0591;SPC ID W     -   670,890.      718,630.      MT  (+/- 180 meters Scaled)
 SV0591
 SV0591                          SUPERSEDED SURVEY CONTROL
 SV0591
 SV0591  NGVD 29 (??/??/92)  649.503  (m)         2130.91   (f) ADJ UNCH    2 0
 SV0591
 SV0591.Superseded values are not recommended for survey control.
 SV0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0591.See file dsdata.txt to determine how the superseded data were derived.
 SV0591
 SV0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN124828(NAD 83)
 SV0591_MARKER: DD = SURVEY DISK
 SV0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0591_STAMPING: A 3411
 SV0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0591+STABILITY: SURFACE MOTION
 SV0591
 SV0591  HISTORY     - Date     Condition        Report By
 SV0591  HISTORY     - UNK      MONUMENTED       IDGS
 SV0591  HISTORY     - 1952     GOOD             NGS
 SV0591
 SV0591                          STATION DESCRIPTION
 SV0591
 SV0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0591'3.1 MI NW FROM COEUR DALENE.
 SV0591'2.8 MILES NORTHWEST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE
 SV0591'AT COEUR DALENE, THENCE 0.15 MILE SOUTH CROSS COUNTRY, THENCE 0.2 MILE
 SV0591'WEST ALONG THE CHICAGO, MINNEAPOLIS AND ST PAUL RAILROAD, 95.0 FEET
 SV0591'SOUTH OF THE SOUTH RAIL, 69 FEET WEST OF THE WEST END OF AND IRON GATE
 SV0591'IN A FENCE, 1.3 FEET NORTH OF THE FENCE, 2.1 FEET SOUTH OF A WITNESS
 SV0591'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 SV0591'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0590 ***********************************************************************
 SV0590  DESIGNATION -  A 3412
 SV0590  PID         -  SV0590
 SV0590  STATE/COUNTY-  ID/KOOTENAI
 SV0590  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0590
 SV0590                         *CURRENT SURVEY CONTROL
 SV0590  ___________________________________________________________________
 SV0590* NAD 83(1986)-  47 41 56.     (N)    116 49 43.     (W)     SCALED    
 SV0590* NAVD 88     -       652.415  (meters)    2140.46   (feet)  ADJUSTED  
 SV0590  ___________________________________________________________________
 SV0590  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV0590  DYNAMIC HT  -         652.437 (meters)    2140.54  (feet)  COMP
 SV0590  MODELED GRAV-     980,625.1   (mgal)                       NAVD 88
 SV0590
 SV0590  VERT ORDER  -  SECOND    CLASS 0
 SV0590
 SV0590.The horizontal coordinates were scaled from a topographic map and have
 SV0590.an estimated accuracy of +/- 6 seconds.
 SV0590
 SV0590.The orthometric height was determined by differential leveling
 SV0590.and adjusted by the National Geodetic Survey in June 1991..
 SV0590
 SV0590.The geoid height was determined by GEOID03.
 SV0590
 SV0590.The dynamic height is computed by dividing the NAVD 88
 SV0590.geopotential number by the normal gravity value computed on the
 SV0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0590.degrees latitude (g = 980.6199 gals.).
 SV0590
 SV0590.The modeled gravity was interpolated from observed gravity values.
 SV0590
 SV0590;                    North         East    Units  Estimated Accuracy
 SV0590;SPC ID W     -   670,850.      719,050.      MT  (+/- 180 meters Scaled)
 SV0590
 SV0590                          SUPERSEDED SURVEY CONTROL
 SV0590
 SV0590  NGVD 29 (??/??/92)  651.253  (m)         2136.65   (f) ADJ UNCH    2 0
 SV0590
 SV0590.Superseded values are not recommended for survey control.
 SV0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0590.See file dsdata.txt to determine how the superseded data were derived.
 SV0590
 SV0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN128828(NAD 83)
 SV0590_MARKER: DD = SURVEY DISK
 SV0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0590_STAMPING: A 3412
 SV0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0590+STABILITY: SURFACE MOTION
 SV0590
 SV0590  HISTORY     - Date     Condition        Report By
 SV0590  HISTORY     - UNK      MONUMENTED       IDGS
 SV0590  HISTORY     - 1952     GOOD             NGS
 SV0590  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0590
 SV0590                          STATION DESCRIPTION
 SV0590
 SV0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0590'2.9 MI NW FROM COEUR DALENE.
 SV0590'2.8 MILES NORTHWEST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE
 SV0590'AT COEUR DALENE, THENCE 0.15 MILE SOUTH ACROSS COUNTRY, NEAR THE WEST
 SV0590'EDGE OF THE LUMBER YARD FOR THE ATLAS TIE COMPANY MILL, 125 FEET SOUTH
 SV0590'OF THE SOUTH RAIL OF THE CHICAGO, MINNEAPOLIS AND ST. PAUL RAILROAD,
 SV0590'27 FEET NORTH OF THE SOUTH EDGE OF THE NORTH BANK OF THE SPOKANE
 SV0590'RIVER, 19.5 FEET SOUTH OF THE SOUTHEAST CORNER OF AN OLD CONCRETE
 SV0590'ENGINE BED, 1.3 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A
 SV0590'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SV0590
 SV0590                          STATION RECOVERY (1976)
 SV0590
 SV0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0413 ***********************************************************************
 SV0413  DESIGNATION -  A 3417
 SV0413  PID         -  SV0413
 SV0413  STATE/COUNTY-  ID/KOOTENAI
 SV0413  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0413
 SV0413                         *CURRENT SURVEY CONTROL
 SV0413  ___________________________________________________________________
 SV0413* NAD 83(1986)-  47 40 42.     (N)    116 47 09.     (W)     SCALED    
 SV0413* NAVD 88     -       664.022  (meters)    2178.55   (feet)  ADJUSTED  
 SV0413  ___________________________________________________________________
 SV0413  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 SV0413  DYNAMIC HT  -         664.047 (meters)    2178.63  (feet)  COMP
 SV0413  MODELED GRAV-     980,629.4   (mgal)                       NAVD 88
 SV0413
 SV0413  VERT ORDER  -  SECOND    CLASS 0
 SV0413
 SV0413.The horizontal coordinates were scaled from a topographic map and have
 SV0413.an estimated accuracy of +/- 6 seconds.
 SV0413
 SV0413.The orthometric height was determined by differential leveling
 SV0413.and adjusted by the National Geodetic Survey in June 1991..
 SV0413
 SV0413.The geoid height was determined by GEOID03.
 SV0413
 SV0413.The dynamic height is computed by dividing the NAVD 88
 SV0413.geopotential number by the normal gravity value computed on the
 SV0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0413.degrees latitude (g = 980.6199 gals.).
 SV0413
 SV0413.The modeled gravity was interpolated from observed gravity values.
 SV0413
 SV0413;                    North         East    Units  Estimated Accuracy
 SV0413;SPC ID W     -   668,520.      722,230.      MT  (+/- 180 meters Scaled)
 SV0413
 SV0413                          SUPERSEDED SURVEY CONTROL
 SV0413
 SV0413  NGVD 29 (??/??/92)  662.87   (m)         2174.8    (f) COMPUTED    2 0
 SV0413
 SV0413.Superseded values are not recommended for survey control.
 SV0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0413.See file dsdata.txt to determine how the superseded data were derived.
 SV0413
 SV0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN160805(NAD 83)
 SV0413_MARKER: DB = BENCH MARK DISK
 SV0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0413_STAMPING: NO. A-3417
 SV0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0413+STABILITY: SURFACE MOTION
 SV0413
 SV0413  HISTORY     - Date     Condition        Report By
 SV0413  HISTORY     - UNK      MONUMENTED       CGS
 SV0413  HISTORY     - 1935     GOOD             NGS
 SV0413  HISTORY     - 1956     MARK NOT FOUND   USGS
 SV0413
 SV0413                          STATION DESCRIPTION
 SV0413
 SV0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0413'IN COEUR DALENE.
 SV0413'AT THE SOUTH END OF GOVERNMENT WAY PARK.  175 FEET NORTHEAST OF THE
 SV0413'NORTHEAST CORNER OF KOOTENAI COUNTY COURTHOUSE BUILDING.  37.5 FEET
 SV0413'NORTH OF CENTERLINE OF INTERSECTION OF GARDEN AVE. AND GOVERNMENT WAY,
 SV0413'IN THE SOUTHEAST CORNER OF THE CENTER LANE OF GOVERNMENT WAY. 12.6
 SV0413'FEET SOUTHEAST OF THE LAST TREE IN LANE, AND 1.5 FT. NORTHWEST OF
 SV0413'CORNER OF CONCRETE CURB.  TABLET SET HORIZONTALLY IN CONCRETE POST.
 SV0413
 SV0413                          STATION RECOVERY (1956)
 SV0413
 SV0413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SV0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0582 ***********************************************************************
 SV0582  DESIGNATION -  A 3418
 SV0582  PID         -  SV0582
 SV0582  STATE/COUNTY-  ID/KOOTENAI
 SV0582  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0582
 SV0582                         *CURRENT SURVEY CONTROL
 SV0582  ___________________________________________________________________
 SV0582* NAD 83(1986)-  47 40 40.     (N)    116 46 52.     (W)     SCALED    
 SV0582* NAVD 88     -       667.620  (meters)    2190.35   (feet)  ADJUSTED  
 SV0582  ___________________________________________________________________
 SV0582  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 SV0582  DYNAMIC HT  -         667.646 (meters)    2190.44  (feet)  COMP
 SV0582  MODELED GRAV-     980,630.1   (mgal)                       NAVD 88
 SV0582
 SV0582  VERT ORDER  -  SECOND    CLASS 0
 SV0582
 SV0582.The horizontal coordinates were scaled from a topographic map and have
 SV0582.an estimated accuracy of +/- 6 seconds.
 SV0582
 SV0582.The orthometric height was determined by differential leveling
 SV0582.and adjusted by the National Geodetic Survey in June 1991..
 SV0582
 SV0582.The geoid height was determined by GEOID03.
 SV0582
 SV0582.The dynamic height is computed by dividing the NAVD 88
 SV0582.geopotential number by the normal gravity value computed on the
 SV0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0582.degrees latitude (g = 980.6199 gals.).
 SV0582
 SV0582.The modeled gravity was interpolated from observed gravity values.
 SV0582
 SV0582;                    North         East    Units  Estimated Accuracy
 SV0582;SPC ID W     -   668,460.      722,580.      MT  (+/- 180 meters Scaled)
 SV0582
 SV0582                          SUPERSEDED SURVEY CONTROL
 SV0582
 SV0582  NGVD 29 (??/??/92)  666.475  (m)         2186.59   (f) ADJ UNCH    2 0
 SV0582
 SV0582.Superseded values are not recommended for survey control.
 SV0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0582.See file dsdata.txt to determine how the superseded data were derived.
 SV0582
 SV0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN164805(NAD 83)
 SV0582_MARKER: DD = SURVEY DISK
 SV0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0582_STAMPING: A 3418
 SV0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0582+STABILITY: SURFACE MOTION
 SV0582
 SV0582  HISTORY     - Date     Condition        Report By
 SV0582  HISTORY     - UNK      MONUMENTED       IDGS
 SV0582  HISTORY     - 1952     GOOD             NGS
 SV0582  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0582
 SV0582                          STATION DESCRIPTION
 SV0582
 SV0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0582'IN COEUR DALENE.
 SV0582'AT COEUR DALENE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF FOURTH
 SV0582'STREET AND GARDEN AVENUE, 5.4 FEET SOUTH OF THE SOUTH CURB OF THE
 SV0582'AVENUE, 1.4 FEET EAST OF THE EAST CURB OF THE STREET, 0.3 FOOT NORTH
 SV0582'OF THE NORTH EDGE OF A EAST-WEST SIDE WALK, ABOUT LEVEL WITH THE CURB,
 SV0582'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SV0582
 SV0582                          STATION RECOVERY (1976)
 SV0582
 SV0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0323 ***********************************************************************
 NT0323  DESIGNATION -  A 342
 NT0323  PID         -  NT0323
 NT0323  STATE/COUNTY-  ID/FRANKLIN
 NT0323  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0323
 NT0323                         *CURRENT SURVEY CONTROL
 NT0323  ___________________________________________________________________
 NT0323* NAD 83(1986)-  42 19 57.     (N)    111 36 36.     (W)     SCALED    
 NT0323* NAVD 88     -      2041.370  (meters)    6697.39   (feet)  ADJUSTED  
 NT0323  ___________________________________________________________________
 NT0323  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 NT0323  DYNAMIC HT  -        2039.782 (meters)    6692.18  (feet)  COMP
 NT0323  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 NT0323
 NT0323  VERT ORDER  -  SECOND    CLASS 0
 NT0323
 NT0323.The horizontal coordinates were scaled from a topographic map and have
 NT0323.an estimated accuracy of +/- 6 seconds.
 NT0323
 NT0323.The orthometric height was determined by differential leveling
 NT0323.and adjusted by the National Geodetic Survey in June 1991..
 NT0323
 NT0323.The geoid height was determined by GEOID03.
 NT0323
 NT0323.The dynamic height is computed by dividing the NAVD 88
 NT0323.geopotential number by the normal gravity value computed on the
 NT0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0323.degrees latitude (g = 980.6199 gals.).
 NT0323
 NT0323.The modeled gravity was interpolated from observed gravity values.
 NT0323
 NT0323;                    North         East    Units  Estimated Accuracy
 NT0323;SPC ID E     -    74,100.      245,880.      MT  (+/- 180 meters Scaled)
 NT0323
 NT0323                          SUPERSEDED SURVEY CONTROL
 NT0323
 NT0323  NGVD 29 (??/??/92) 2040.138  (m)         6693.35   (f) ADJ UNCH    2 0
 NT0323
 NT0323.Superseded values are not recommended for survey control.
 NT0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0323.See file dsdata.txt to determine how the superseded data were derived.
 NT0323
 NT0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM497868(NAD 83)
 NT0323_MARKER: DB = BENCH MARK DISK
 NT0323_SETTING: 80 = SET IN A BOULDER
 NT0323_SP_SET: BOULDER
 NT0323_STAMPING: A 342 1951
 NT0323_MARK LOGO: CGS   
 NT0323_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0323+STABILITY: SURFACE MOTION
 NT0323
 NT0323  HISTORY     - Date     Condition        Report By
 NT0323  HISTORY     - 1951     MONUMENTED       CGS
 NT0323  HISTORY     - 19900602 GOOD             NGS
 NT0323
 NT0323                          STATION DESCRIPTION
 NT0323
 NT0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0323'14.9 MI NW FROM OVID.
 NT0323'14.9 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0323'ON THE OUTSIDE OF A CURVE, AND ABOUT 30 YARDS SOUTHWEST OF THE
 NT0323'SOUTHWEST EDGE OF A LARGE GROUP OF ASPEN TREES, AT THE SOUTHEAST EDGE
 NT0323'OF A DRY WASH, AND SET IN THE TOP AND IN THE CENTER OF A LARGE BOULDER
 NT0323'PROJECTING 2 1/2 FEET ABOVE THE GROUND, 98 FEET NORTHWEST OF THE
 NT0323'CENTER LINE OF THE ROAD, AND ABOUT 10 FEET LOWER THAN THE ROAD.
 NT0323
 NT0323                          STATION RECOVERY (1990)
 NT0323
 NT0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0323'MARK IS LOCATED ABOUT 18 KM (11.20 MI) WEST NORTHWEST OF OVID IN THE
 NT0323'CACHE NATIONAL FOREST ALONG STATE HIGHWAY 36 5.5 KM (3.40 MI)
 NT0323'SOUTHWEST OF THE FRANKLIN BEAR LAKE COUNTY LINE AT THE BASE OF A SAGE
 NT0323'COVERED HILL ON THE SOUTHEAST SIDE OF A SMALL CREEK ACROSS HIGHWAY
 NT0323'FROM A DIRT CUT IN T 12 S R 41 E.  OWNERSHIP  US GOVERNMENT. TO REACH
 NT0323'FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD
 NT0323'OVID SCHOOL IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE
 NT0323'LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 13.12 KM (8.15
 NT0323'MI) TO THE COUNTY LINE.  CONTINUE AHEAD FOR 3.67 KM (2.30 MI) TO A
 NT0323'DIRT ROAD LEFT.  CONTINUE AHEAD FOR 0.71 KM (0.45 MI) TO THE MARK ON
 NT0323'THE RIGHT. MARK IS SET IN A DRILL HOLE IN THE TOP OF A 1.5 M (4.9 FT)
 NT0323'BY 1 M (3.3 FT) BOULDER PROJECTING 0.5 M (1.6 FT) ON ITS SOUTHEAST
 NT0323'SIDE. IT IS 29.8 M (97.8 FT) (SLOPE) NORTHWEST OF AND 4 M (13.1 FT)
 NT0323'LOWER THAN THE HIGHWAY CENTER 1.8 M (5.9 FT) NORTH NORTHEAST OF A
 NT0323'FIBERGLASS WITNESS POST 1.5 M (4.9 FT) SOUTHEAST OF THE CREEKBED 15 M
 NT0323'(49.2 FT) SOUTH OF THE EDGE OF AN ASPEN STAND AND 0.4 M (1.3 FT)
 NT0323'SOUTHEAST OF NORTHWEST END OF THE BOULDER. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0524 ***********************************************************************
 OX0524  DESIGNATION -  A 343
 OX0524  PID         -  OX0524
 OX0524  STATE/COUNTY-  ID/MADISON
 OX0524  USGS QUAD   -  MOODY (1979)
 OX0524
 OX0524                         *CURRENT SURVEY CONTROL
 OX0524  ___________________________________________________________________
 OX0524* NAD 83(1986)-  43 49 28.     (N)    111 38 54.     (W)     SCALED    
 OX0524* NAVD 88     -      1575.123  (meters)    5167.72   (feet)  POSTED    
 OX0524  ___________________________________________________________________
 OX0524  GEOID HEIGHT-         -10.93  (meters)                     GEOID03
 OX0524  DYNAMIC HT  -        1574.270 (meters)    5164.92  (feet)  COMP
 OX0524  MODELED GRAV-     980,020.9   (mgal)                       NAVD 88
 OX0524
 OX0524  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0524
 OX0524.The horizontal coordinates were scaled from a topographic map and have
 OX0524.an estimated accuracy of +/- 6 seconds.
 OX0524
 OX0524.The orthometric height was determined by differential leveling
 OX0524.and adjusted by the National Geodetic Survey in 1992..
 OX0524.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0524.rate of 2.1 thru 3.0 mm/km.
 OX0524
 OX0524.The geoid height was determined by GEOID03.
 OX0524
 OX0524.The dynamic height is computed by dividing the NAVD 88
 OX0524.geopotential number by the normal gravity value computed on the
 OX0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0524.degrees latitude (g = 980.6199 gals.).
 OX0524
 OX0524.The modeled gravity was interpolated from observed gravity values.
 OX0524
 OX0524;                    North         East    Units  Estimated Accuracy
 OX0524;SPC ID E     -   239,820.      241,690.      MT  (+/- 180 meters Scaled)
 OX0524
 OX0524                          SUPERSEDED SURVEY CONTROL
 OX0524
 OX0524  NGVD 29 (??/??/92) 1574.006  (m)         5164.05   (f) ADJ UNCH    2 0
 OX0524
 OX0524.Superseded values are not recommended for survey control.
 OX0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0524.See file dsdata.txt to determine how the superseded data were derived.
 OX0524
 OX0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP478525(NAD 83)
 OX0524_MARKER: DB = BENCH MARK DISK
 OX0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0524_STAMPING: A 343 1951
 OX0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0524+STABILITY: SURFACE MOTION
 OX0524
 OX0524  HISTORY     - Date     Condition        Report By
 OX0524  HISTORY     - 1951     MONUMENTED       CGS
 OX0524
 OX0524                          STATION DESCRIPTION
 OX0524
 OX0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0524'4.9 MI SW FROM NEWDALE.
 OX0524'ABOUT 4.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0524'STATION AT NEWDALE, AT AN OFFSET IN A FENCE LINE, ACROSS THE TRACK
 OX0524'FROM THE FOURTH TELEGRAPH POLE NORTHEAST OF MILEPOLE NUMBER 33, AND
 OX0524'ABOUT 7 RAILS NORTHEAST OF A SIGN MOODY ONE MILE, 45.7 FEET NORTHWEST
 OX0524'OF THE NORTHWEST RAIL, 2.4 FEET NORTHEAST OF A FENCE CORNER, 2.3 FEET
 OX0524'SOUTHWEST OF A WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE TRACK,
 OX0524'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OX0524'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0581 ***********************************************************************
 OX0581  DESIGNATION -  A 344
 OX0581  PID         -  OX0581
 OX0581  STATE/COUNTY-  ID/MADISON
 OX0581  USGS QUAD   -  NEWDALE (1979)
 OX0581
 OX0581                         *CURRENT SURVEY CONTROL
 OX0581  ___________________________________________________________________
 OX0581* NAD 83(1986)-  43 53 00.     (N)    111 35 25.     (W)     SCALED    
 OX0581* NAVD 88     -      1568.571  (meters)    5146.22   (feet)  POSTED    
 OX0581  ___________________________________________________________________
 OX0581  GEOID HEIGHT-         -10.79  (meters)                     GEOID03
 OX0581  DYNAMIC HT  -        1567.740 (meters)    5143.49  (feet)  COMP
 OX0581  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 OX0581
 OX0581  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0581
 OX0581.The horizontal coordinates were scaled from a topographic map and have
 OX0581.an estimated accuracy of +/- 6 seconds.
 OX0581
 OX0581.The orthometric height was determined by differential leveling
 OX0581.and adjusted by the National Geodetic Survey in 1992..
 OX0581.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0581.rate of 0.0 thru 1.0 mm/km.
 OX0581
 OX0581.The geoid height was determined by GEOID03.
 OX0581
 OX0581.The dynamic height is computed by dividing the NAVD 88
 OX0581.geopotential number by the normal gravity value computed on the
 OX0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0581.degrees latitude (g = 980.6199 gals.).
 OX0581
 OX0581.The modeled gravity was interpolated from observed gravity values.
 OX0581
 OX0581;                    North         East    Units  Estimated Accuracy
 OX0581;SPC ID E     -   246,390.      246,320.      MT  (+/- 180 meters Scaled)
 OX0581
 OX0581                          SUPERSEDED SURVEY CONTROL
 OX0581
 OX0581  NGVD 29 (??/??/92) 1567.473  (m)         5142.62   (f) ADJ UNCH    2 0
 OX0581
 OX0581.Superseded values are not recommended for survey control.
 OX0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0581.See file dsdata.txt to determine how the superseded data were derived.
 OX0581
 OX0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP525590(NAD 83)
 OX0581_MARKER: DB = BENCH MARK DISK
 OX0581_SETTING: 66 = SET IN ROCK OUTCROP
 OX0581_SP_SET: BEDROCK
 OX0581_STAMPING: A 344 1951
 OX0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0581+STABILITY: POSITION/ELEVATION WELL
 OX0581
 OX0581  HISTORY     - Date     Condition        Report By
 OX0581  HISTORY     - 1951     MONUMENTED       CGS
 OX0581  HISTORY     - 1974     GOOD             NGS
 OX0581  HISTORY     - 20060410 MARK NOT FOUND   IDTD
 OX0581
 OX0581                          STATION DESCRIPTION
 OX0581
 OX0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0581'1.0 MI E FROM NEWDALE.
 OX0581'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0581'NEWDALE, THENCE 0.9 MILE EAST ALONG U. S. HIGHWAY 20, AT A LARGE
 OX0581'LAYERS OF BLACK BEDROCK, AND SET IN THE TOP OF A 4 BY 4 FEET LAYER OF
 OX0581'BEDROCK PROJECTING ABOUT 1 FOOT ABOVE THE GROUND, 50 1/2 FEET SOUTH OF
 OX0581'THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTHEAST OF TELEGRAPH POLE
 OX0581'NUMBER 160, 32 FEET NORTH OF THE SOUTH BOUNDARY FENCE AND ABOUT 3 FEET
 OX0581'LOWER THAN THE HIGHWAY.
 OX0581
 OX0581                          STATION RECOVERY (1974)
 OX0581
 OX0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OX0581'REACHED FROM THE NEWDALE RAILROAD STATION GO SOUTH FOR 0.1 MILE TO
 OX0581'STATE HIGHWAY 33, TURN LEFT, AND GO EAST ON STATE HIGHWAY 33 FOR 0.95
 OX0581'MILE TO THE BENCH MARK ON THE RIGHT, 0.45 MILE WEST OF MILEPOST NO.
 OX0581'8, 200 FEET EAST OF A POWER POLE WITH A BRACE CABLE, WHERE THE POWER
 OX0581'LINE CROSSES THE HIGHWAY, 50 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 OX0581'AND 32 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, CEMENTED IN A DRILL
 OX0581'HOLE IN BEDROCK THAT PROJECTS 4-INCHES.
 OX0581
 OX0581                          STATION RECOVERY (2006)
 OX0581
 OX0581'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (JCH)
 OX0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0408 ***********************************************************************
 RZ0408  DESIGNATION -  A 345
 RZ0408  PID         -  RZ0408
 RZ0408  STATE/COUNTY-  ID/LATAH
 RZ0408  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0408
 RZ0408                         *CURRENT SURVEY CONTROL
 RZ0408  ___________________________________________________________________
 RZ0408* NAD 83(1986)-  46 43 24.     (N)    116 56 38.     (W)     SCALED    
 RZ0408* NAVD 88     -       794.899  (meters)    2607.93   (feet)  ADJUSTED  
 RZ0408  ___________________________________________________________________
 RZ0408  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 RZ0408  DYNAMIC HT  -         794.834 (meters)    2607.72  (feet)  COMP
 RZ0408  MODELED GRAV-     980,506.3   (mgal)                       NAVD 88
 RZ0408
 RZ0408  VERT ORDER  -  SECOND    CLASS 0
 RZ0408
 RZ0408.The horizontal coordinates were scaled from a topographic map and have
 RZ0408.an estimated accuracy of +/- 6 seconds.
 RZ0408
 RZ0408.The orthometric height was determined by differential leveling
 RZ0408.and adjusted by the National Geodetic Survey in June 1991..
 RZ0408
 RZ0408.The geoid height was determined by GEOID03.
 RZ0408
 RZ0408.The dynamic height is computed by dividing the NAVD 88
 RZ0408.geopotential number by the normal gravity value computed on the
 RZ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0408.degrees latitude (g = 980.6199 gals.).
 RZ0408
 RZ0408.The modeled gravity was interpolated from observed gravity values.
 RZ0408
 RZ0408;                    North         East    Units  Estimated Accuracy
 RZ0408;SPC ID W     -   562,530.      708,740.      MT  (+/- 180 meters Scaled)
 RZ0408
 RZ0408                          SUPERSEDED SURVEY CONTROL
 RZ0408
 RZ0408  NGVD 29 (??/??/92)  793.794  (m)         2604.31   (f) ADJ UNCH    2 0
 RZ0408
 RZ0408.Superseded values are not recommended for survey control.
 RZ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0408.See file dsdata.txt to determine how the superseded data were derived.
 RZ0408
 RZ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM042744(NAD 83)
 RZ0408_MARKER: DB = BENCH MARK DISK
 RZ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0408_STAMPING: A 345 1952
 RZ0408_MARK LOGO: CGS   
 RZ0408_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0408+STABILITY: SURFACE MOTION
 RZ0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ0408+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1995
 RZ0408
 RZ0408  HISTORY     - Date     Condition        Report By
 RZ0408  HISTORY     - 1952     MONUMENTED       CGS
 RZ0408  HISTORY     - 19951010 GOOD             NGS
 RZ0408
 RZ0408                          STATION DESCRIPTION
 RZ0408
 RZ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0408'3.2 MI E FROM MOSCOW.
 RZ0408'0.4 MILE SOUTH ALONG WASHINGTON STREET FROM THE POST OFFICE AT MOSCOW,
 RZ0408'THENCE 2.8 MILES EAST ALONG STATE HIGHWAY 8, 34 1/2 FEET NORTH OF THE
 RZ0408'CENTER LINE OF THE HIGHWAY, 18 FEET EAST OF THE CENTER LINE OF THE
 RZ0408'ENTRANCE TO THE ELKS GOLF COURSE, 11 FEET SOUTHEAST OF THE EAST ONE OF
 RZ0408'TWO LARGE POSTS, 8 FEET SOUTHWEST OF AN 18-INCH TREE, 3 1/2 FEET
 RZ0408'NORTHEAST OF A POWER LINE POLE, 1.7 FEET SOUTH OF A WITNESS POST,
 RZ0408'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RZ0408'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RZ0408
 RZ0408                          STATION RECOVERY (1995)
 RZ0408
 RZ0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 RZ0408'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0830 ***********************************************************************
 RZ0830  DESIGNATION -  A 346
 RZ0830  PID         -  RZ0830
 RZ0830  STATE/COUNTY-  ID/LATAH
 RZ0830  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0830
 RZ0830                         *CURRENT SURVEY CONTROL
 RZ0830  ___________________________________________________________________
 RZ0830* NAD 83(1986)-  46 40 29.     (N)    117 01 19.     (W)     SCALED    
 RZ0830* NAVD 88     -       799.977  (meters)    2624.59   (feet)  ADJUSTED  
 RZ0830  ___________________________________________________________________
 RZ0830  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 RZ0830  DYNAMIC HT  -         799.918 (meters)    2624.40  (feet)  COMP
 RZ0830  MODELED GRAV-     980,513.5   (mgal)                       NAVD 88
 RZ0830
 RZ0830  VERT ORDER  -  SECOND    CLASS 0
 RZ0830
 RZ0830.The horizontal coordinates were scaled from a topographic map and have
 RZ0830.an estimated accuracy of +/- 6 seconds.
 RZ0830
 RZ0830.The orthometric height was determined by differential leveling
 RZ0830.and adjusted by the National Geodetic Survey in June 1991..
 RZ0830
 RZ0830.The geoid height was determined by GEOID03.
 RZ0830
 RZ0830.The dynamic height is computed by dividing the NAVD 88
 RZ0830.geopotential number by the normal gravity value computed on the
 RZ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0830.degrees latitude (g = 980.6199 gals.).
 RZ0830
 RZ0830.The modeled gravity was interpolated from observed gravity values.
 RZ0830
 RZ0830;                    North         East    Units  Estimated Accuracy
 RZ0830;SPC ID W     -   557,220.      702,680.      MT  (+/- 180 meters Scaled)
 RZ0830
 RZ0830                          SUPERSEDED SURVEY CONTROL
 RZ0830
 RZ0830  NGVD 29 (??/??/92)  798.881  (m)         2621.00   (f) ADJ UNCH    2 0
 RZ0830
 RZ0830.Superseded values are not recommended for survey control.
 RZ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0830.See file dsdata.txt to determine how the superseded data were derived.
 RZ0830
 RZ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM983690(NAD 83)
 RZ0830_MARKER: DB = BENCH MARK DISK
 RZ0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0830_STAMPING: A 346 1952
 RZ0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0830+STABILITY: SURFACE MOTION
 RZ0830
 RZ0830  HISTORY     - Date     Condition        Report By
 RZ0830  HISTORY     - 1952     MONUMENTED       CGS
 RZ0830
 RZ0830                          STATION DESCRIPTION
 RZ0830
 RZ0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0830'4.2 MI S FROM MOSCOW.
 RZ0830'ONE BLOCK WEST ALONG 3RD STREET FROM THE POST OFFICE AT MOSCOW, THENCE
 RZ0830'4.2 MILES SOUTH ALONG U. S. HIGHWAY 95, AT THE T JUNCTION OF A ROAD
 RZ0830'LEADING EAST, NEAR THE NORTHWEST END OF A PORTION OF THE OLD U. S.
 RZ0830'HIGHWAY 95, ON THE OUTSIDE OF A LONG CURVE, 177 FEET EAST OF THE
 RZ0830'CENTER LINE OF THE HIGHWAY, 41 FEET SOUTH OF THE CENTER LINE OF THE
 RZ0830'ROAD, 7.0 FEET NORTH OF A FENCE, 6.0 FEET SOUTHWEST OF A TELEPHONE
 RZ0830'POLE, 2.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT 5 FEET LOWER THAN
 RZ0830'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 RZ0830'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0387 ***********************************************************************
 NT0387  DESIGNATION -  A 347
 NT0387  PID         -  NT0387
 NT0387  STATE/COUNTY-  ID/FRANKLIN
 NT0387  USGS QUAD   -  WESTON (1969)
 NT0387
 NT0387                         *CURRENT SURVEY CONTROL
 NT0387  ___________________________________________________________________
 NT0387* NAD 83(1986)-  42 05 54.     (N)    111 58 34.     (W)     SCALED    
 NT0387* NAVD 88     -      1441.464  (meters)    4729.20   (feet)  ADJUSTED  
 NT0387  ___________________________________________________________________
 NT0387  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NT0387  DYNAMIC HT  -        1440.476 (meters)    4725.96  (feet)  COMP
 NT0387  MODELED GRAV-     979,887.0   (mgal)                       NAVD 88
 NT0387
 NT0387  VERT ORDER  -  FIRST     CLASS I
 NT0387
 NT0387.The horizontal coordinates were scaled from a topographic map and have
 NT0387.an estimated accuracy of +/- 6 seconds.
 NT0387
 NT0387.The orthometric height was determined by differential leveling
 NT0387.and adjusted by the National Geodetic Survey in June 1991..
 NT0387
 NT0387.The geoid height was determined by GEOID03.
 NT0387
 NT0387.The dynamic height is computed by dividing the NAVD 88
 NT0387.geopotential number by the normal gravity value computed on the
 NT0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0387.degrees latitude (g = 980.6199 gals.).
 NT0387
 NT0387.The modeled gravity was interpolated from observed gravity values.
 NT0387
 NT0387;                    North         East    Units  Estimated Accuracy
 NT0387;SPC ID E     -    47,960.      215,760.      MT  (+/- 180 meters Scaled)
 NT0387
 NT0387                          SUPERSEDED SURVEY CONTROL
 NT0387
 NT0387  NGVD 29 (??/??/92) 1440.403  (m)         4725.72   (f) ADJ UNCH    1 1
 NT0387
 NT0387.Superseded values are not recommended for survey control.
 NT0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0387.See file dsdata.txt to determine how the superseded data were derived.
 NT0387
 NT0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM192611(NAD 83)
 NT0387_MARKER: DB = BENCH MARK DISK
 NT0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0387_SP_SET: CULVERT
 NT0387_STAMPING: A 347 1951
 NT0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0387
 NT0387  HISTORY     - Date     Condition        Report By
 NT0387  HISTORY     - 1951     MONUMENTED       CGS
 NT0387  HISTORY     - 1967     GOOD             NGS
 NT0387
 NT0387                          STATION DESCRIPTION
 NT0387
 NT0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0387'1.45 MI S FROM DAYTON.
 NT0387'1.45 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 NT0387'AND MILEPOLE 71 AT DAYTON, 0.1 MILE NORTH OF THE CROSSING OF A
 NT0387'GRAVELED ROAD, IN THE TOP AND 1.1 FEET NORTH OF THE SOUTH END OF THE
 NT0387'EAST SANDSTONE BLOCK HEAD WALL OF CULVERT 69.55, 47.4 FEET EAST OF THE
 NT0387'EAST RAIL (SLOPE MEASUREMENT), 10 1/2 FEET SOUTH OF A TELEPHONE POLE,
 NT0387'AND ABOUT 25 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0746 ***********************************************************************
 OH0746  DESIGNATION -  A 348
 OH0746  PID         -  OH0746
 OH0746  STATE/COUNTY-  ID/CANYON
 OH0746  USGS QUAD   -  MARSING (1971)
 OH0746
 OH0746                         *CURRENT SURVEY CONTROL
 OH0746  ___________________________________________________________________
 OH0746* NAD 83(1986)-  43 34 26.     (N)    116 46 46.     (W)     SCALED    
 OH0746* NAVD 88     -       780.035  (meters)    2559.16   (feet)  ADJUSTED  
 OH0746  ___________________________________________________________________
 OH0746  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 OH0746  DYNAMIC HT  -         779.748 (meters)    2558.22  (feet)  COMP
 OH0746  MODELED GRAV-     980,225.5   (mgal)                       NAVD 88
 OH0746
 OH0746  VERT ORDER  -  SECOND    CLASS 0
 OH0746
 OH0746.The horizontal coordinates were scaled from a topographic map and have
 OH0746.an estimated accuracy of +/- 6 seconds.
 OH0746
 OH0746.The orthometric height was determined by differential leveling
 OH0746.and adjusted by the National Geodetic Survey in June 1991..
 OH0746
 OH0746.The geoid height was determined by GEOID03.
 OH0746
 OH0746.The dynamic height is computed by dividing the NAVD 88
 OH0746.geopotential number by the normal gravity value computed on the
 OH0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0746.degrees latitude (g = 980.6199 gals.).
 OH0746
 OH0746.The modeled gravity was interpolated from observed gravity values.
 OH0746
 OH0746;                    North         East    Units  Estimated Accuracy
 OH0746;SPC ID W     -   212,370.      716,850.      MT  (+/- 180 meters Scaled)
 OH0746
 OH0746                          SUPERSEDED SURVEY CONTROL
 OH0746
 OH0746  NGVD 29 (??/??/92)  779.088  (m)         2556.06   (f) ADJ UNCH    2 0
 OH0746
 OH0746.Superseded values are not recommended for survey control.
 OH0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0746.See file dsdata.txt to determine how the superseded data were derived.
 OH0746
 OH0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ178245(NAD 83)
 OH0746_MARKER: DB = BENCH MARK DISK
 OH0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0746_STAMPING: A 348 1951
 OH0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0746+STABILITY: SURFACE MOTION
 OH0746
 OH0746  HISTORY     - Date     Condition        Report By
 OH0746  HISTORY     - 1951     MONUMENTED       CGS
 OH0746  HISTORY     - 20000525 MARK NOT FOUND   IDTD
 OH0746
 OH0746                          STATION DESCRIPTION
 OH0746
 OH0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OH0746'3.15 MI NE FROM MARSING.
 OH0746'FROM THE U.P. AND O.S.L.R.R. STATION IN MARSING, 2.4 MILES NORTHEAST
 OH0746'AND NORTH ALONG U. S. HIGHWAY 29, THENCE 0.75 MILE EAST ALONG GRAVEL
 OH0746'ROAD AT FORKS OF ROADS LEADING NORTHEAST AND ROAD LEADING EAST AND
 OH0746'ROAD LEADING SOUTHEAST, 93 1/2 FEET EAST OF THE CENTER OF FORKS IN THE
 OH0746'ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 15
 OH0746'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING SOUTHEAST TO
 OH0746'THE AIR PORT, 2.2 FEET NORTHWEST OF THE WITNESS POST, AND ABOUT 1 FOOT
 OH0746'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OH0746'0.4 FOOT ABOVE THE GROUND.
 OH0746
 OH0746                          STATION RECOVERY (2000)
 OH0746
 OH0746'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 OH0746'DUE TO A CONSIDERABLE AMOUNT OF FARMING OVER THE YEARS IN THIS AREA
 OH0746'THIS BENCH MARK COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0444 ***********************************************************************
 RZ0444  DESIGNATION -  A 349
 RZ0444  PID         -  RZ0444
 RZ0444  STATE/COUNTY-  ID/LATAH
 RZ0444  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0444
 RZ0444                         *CURRENT SURVEY CONTROL
 RZ0444  ___________________________________________________________________
 RZ0444* NAD 83(1986)-  46 42 00.     (N)    116 53 00.     (W)     SCALED    
 RZ0444* NAVD 88     -       854.543  (meters)    2803.61   (feet)  ADJUSTED  
 RZ0444  ___________________________________________________________________
 RZ0444  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 RZ0444  DYNAMIC HT  -         854.480 (meters)    2803.41  (feet)  COMP
 RZ0444  MODELED GRAV-     980,511.8   (mgal)                       NAVD 88
 RZ0444
 RZ0444  VERT ORDER  -  SECOND    CLASS 0
 RZ0444
 RZ0444.The horizontal coordinates were scaled from a topographic map and have
 RZ0444.an estimated accuracy of +/- 6 seconds.
 RZ0444
 RZ0444.The orthometric height was determined by differential leveling
 RZ0444.and adjusted by the National Geodetic Survey in June 1991..
 RZ0444
 RZ0444.The geoid height was determined by GEOID03.
 RZ0444
 RZ0444.The dynamic height is computed by dividing the NAVD 88
 RZ0444.geopotential number by the normal gravity value computed on the
 RZ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0444.degrees latitude (g = 980.6199 gals.).
 RZ0444
 RZ0444.The modeled gravity was interpolated from observed gravity values.
 RZ0444
 RZ0444;                    North         East    Units  Estimated Accuracy
 RZ0444;SPC ID W     -   559,870.      713,330.      MT  (+/- 180 meters Scaled)
 RZ0444
 RZ0444                          SUPERSEDED SURVEY CONTROL
 RZ0444
 RZ0444  NGVD 29 (??/??/92)  853.450  (m)         2800.03   (f) ADJ UNCH    2 0
 RZ0444
 RZ0444.Superseded values are not recommended for survey control.
 RZ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0444.See file dsdata.txt to determine how the superseded data were derived.
 RZ0444
 RZ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM089718(NAD 83)
 RZ0444_MARKER: DB = BENCH MARK DISK
 RZ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0444_STAMPING: A 349 1952
 RZ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0444+STABILITY: SURFACE MOTION
 RZ0444
 RZ0444  HISTORY     - Date     Condition        Report By
 RZ0444  HISTORY     - 1952     MONUMENTED       CGS
 RZ0444
 RZ0444                          STATION DESCRIPTION
 RZ0444
 RZ0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0444'0.8 MI S FROM JOEL.
 RZ0444'0.8 MILE SOUTH ALONG A GRADED COUNTY ROAD FROM THE NORTHERN PACIFIC
 RZ0444'RAILWAY STATION AT JOEL, ABOUT 400 FEET WEST OF A LARGE RANCHHOUSE,
 RZ0444'177 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE DRIVEWAY TO THE
 RZ0444'RANCHHOUSE, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 23 FEET NORTH
 RZ0444'OF A 22-INCH PINE TREE, 15 FEET SOUTHWEST OF A 14-INCH PINE TREE, 3.8
 RZ0444'FEET WEST OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT
 RZ0444'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RZ0444'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0485 ***********************************************************************
 RZ0485  DESIGNATION -  A 351
 RZ0485  PID         -  RZ0485
 RZ0485  STATE/COUNTY-  ID/LATAH
 RZ0485  USGS QUAD   -  ROBINSON LAKE (1994)
 RZ0485
 RZ0485                         *CURRENT SURVEY CONTROL
 RZ0485  ___________________________________________________________________
 RZ0485* NAD 83(1986)-  46 47 17.     (N)    116 55 27.     (W)     SCALED    
 RZ0485* NAVD 88     -       874.323  (meters)    2868.51   (feet)  ADJUSTED  
 RZ0485  ___________________________________________________________________
 RZ0485  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 RZ0485  DYNAMIC HT  -         874.240 (meters)    2868.24  (feet)  COMP
 RZ0485  MODELED GRAV-     980,489.3   (mgal)                       NAVD 88
 RZ0485
 RZ0485  VERT ORDER  -  SECOND    CLASS 0
 RZ0485
 RZ0485.The horizontal coordinates were scaled from a topographic map and have
 RZ0485.an estimated accuracy of +/- 6 seconds.
 RZ0485
 RZ0485.The orthometric height was determined by differential leveling
 RZ0485.and adjusted by the National Geodetic Survey in June 1991..
 RZ0485
 RZ0485.The geoid height was determined by GEOID03.
 RZ0485
 RZ0485.The dynamic height is computed by dividing the NAVD 88
 RZ0485.geopotential number by the normal gravity value computed on the
 RZ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0485.degrees latitude (g = 980.6199 gals.).
 RZ0485
 RZ0485.The modeled gravity was interpolated from observed gravity values.
 RZ0485
 RZ0485;                    North         East    Units  Estimated Accuracy
 RZ0485;SPC ID W     -   569,700.      710,350.      MT  (+/- 180 meters Scaled)
 RZ0485
 RZ0485                          SUPERSEDED SURVEY CONTROL
 RZ0485
 RZ0485  NGVD 29 (??/??/92)  873.195  (m)         2864.81   (f) ADJ UNCH    2 0
 RZ0485
 RZ0485.Superseded values are not recommended for survey control.
 RZ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0485.See file dsdata.txt to determine how the superseded data were derived.
 RZ0485
 RZ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM057816(NAD 83)
 RZ0485_MARKER: DB = BENCH MARK DISK
 RZ0485_SETTING: 80 = SET IN A BOULDER
 RZ0485_STAMPING: A 351 1952
 RZ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0485+STABILITY: SURFACE MOTION
 RZ0485
 RZ0485  HISTORY     - Date     Condition        Report By
 RZ0485  HISTORY     - 1952     MONUMENTED       CGS
 RZ0485
 RZ0485                          STATION DESCRIPTION
 RZ0485
 RZ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0485'6.8 MI NE FROM MOSCOW.
 RZ0485'0.3 MILE NORTH ALONG WASHINGTON STREET FROM THE POST OFFICE AT MOSCOW,
 RZ0485'THENCE 1.0 MILE EAST ALONG D STREET, THENCE 5.5 MILES NORTHEAST ALONG
 RZ0485'A GRADED ROAD, AT THE JUNCTION OF A ROAD LEADING NORTHWEST INTO AN
 RZ0485'OPEN FIELD, ON THE OUTSIDE OF A CURVE, IN THE TOP OF A 3- X 3-FOOT
 RZ0485'BOULDER PROJECTING 2 1/2 FEET ABOVE THE GROUND, 162 FEET NORTHWEST OF
 RZ0485'THE CENTER LINE OF THE ROAD, 11 FEET NORTHEAST OF THE CENTER LINE OF
 RZ0485'THE ROAD LEADING NORTHWEST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0499 ***********************************************************************
 RZ0499  DESIGNATION -  A 352
 RZ0499  PID         -  RZ0499
 RZ0499  STATE/COUNTY-  ID/LATAH
 RZ0499  USGS QUAD   -  JULIAETTA (1990)
 RZ0499
 RZ0499                         *CURRENT SURVEY CONTROL
 RZ0499  ___________________________________________________________________
 RZ0499* NAD 83(1986)-  46 34 35.     (N)    116 42 16.     (W)     SCALED    
 RZ0499* NAVD 88     -       328.711  (meters)    1078.45   (feet)  ADJUSTED  
 RZ0499  ___________________________________________________________________
 RZ0499  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 RZ0499  DYNAMIC HT  -         328.696 (meters)    1078.40  (feet)  COMP
 RZ0499  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 RZ0499
 RZ0499  VERT ORDER  -  SECOND    CLASS 0
 RZ0499
 RZ0499.The horizontal coordinates were scaled from a topographic map and have
 RZ0499.an estimated accuracy of +/- 6 seconds.
 RZ0499
 RZ0499.The orthometric height was determined by differential leveling
 RZ0499.and adjusted by the National Geodetic Survey in June 1991..
 RZ0499
 RZ0499.The geoid height was determined by GEOID03.
 RZ0499
 RZ0499.The dynamic height is computed by dividing the NAVD 88
 RZ0499.geopotential number by the normal gravity value computed on the
 RZ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0499.degrees latitude (g = 980.6199 gals.).
 RZ0499
 RZ0499.The modeled gravity was interpolated from observed gravity values.
 RZ0499
 RZ0499;                    North         East    Units  Estimated Accuracy
 RZ0499;SPC ID W     -   545,950.      726,840.      MT  (+/- 180 meters Scaled)
 RZ0499
 RZ0499                          SUPERSEDED SURVEY CONTROL
 RZ0499
 RZ0499  NGVD 29 (??/??/92)  327.668  (m)         1075.02   (f) ADJ UNCH    2 0
 RZ0499
 RZ0499.Superseded values are not recommended for survey control.
 RZ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0499.See file dsdata.txt to determine how the superseded data were derived.
 RZ0499
 RZ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM226581(NAD 83)
 RZ0499_MARKER: DB = BENCH MARK DISK
 RZ0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0499_SP_SET: ABUTMENT
 RZ0499_STAMPING: A 352 1952
 RZ0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0499
 RZ0499  HISTORY     - Date     Condition        Report By
 RZ0499  HISTORY     - 1952     MONUMENTED       CGS
 RZ0499
 RZ0499                          STATION DESCRIPTION
 RZ0499
 RZ0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0499'IN JULIAETTA.
 RZ0499'AT JULIAETTA, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 RZ0499'CONCRETE ABUTMENT OF A LARGE STEEL BRIDGE OVER POTLATCH CREEK, 137.7
 RZ0499'FEET SOUTH OF THE SOUTH CORNER OF THE NORTHERN PACIFIC RAILWAY
 RZ0499'STATION, 12 FEET SOUTHWEST OF THE NORTHWEST END OF THE BRIDGE, AND
 RZ0499'ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0519 ***********************************************************************
 SV0519  DESIGNATION -  A 353
 SV0519  PID         -  SV0519
 SV0519  STATE/COUNTY-  ID/KOOTENAI
 SV0519  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0519
 SV0519                         *CURRENT SURVEY CONTROL
 SV0519  ___________________________________________________________________
 SV0519* NAD 83(1986)-  47 36 15.     (N)    116 41 14.     (W)     SCALED    
 SV0519* NAVD 88     -       733.485  (meters)    2406.44   (feet)  ADJUSTED  
 SV0519  ___________________________________________________________________
 SV0519  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 SV0519  DYNAMIC HT  -         733.488 (meters)    2406.45  (feet)  COMP
 SV0519  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 SV0519
 SV0519  VERT ORDER  -  SECOND    CLASS 0
 SV0519
 SV0519.The horizontal coordinates were scaled from a topographic map and have
 SV0519.an estimated accuracy of +/- 6 seconds.
 SV0519
 SV0519.The orthometric height was determined by differential leveling
 SV0519.and adjusted by the National Geodetic Survey in June 1991..
 SV0519
 SV0519.The geoid height was determined by GEOID03.
 SV0519
 SV0519.The dynamic height is computed by dividing the NAVD 88
 SV0519.geopotential number by the normal gravity value computed on the
 SV0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0519.degrees latitude (g = 980.6199 gals.).
 SV0519
 SV0519.The modeled gravity was interpolated from observed gravity values.
 SV0519
 SV0519;                    North         East    Units  Estimated Accuracy
 SV0519;SPC ID W     -   660,180.      729,530.      MT  (+/- 180 meters Scaled)
 SV0519
 SV0519                          SUPERSEDED SURVEY CONTROL
 SV0519
 SV0519  NGVD 29 (??/??/92)  732.346  (m)         2402.71   (f) ADJ UNCH    2 0
 SV0519
 SV0519.Superseded values are not recommended for survey control.
 SV0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0519.See file dsdata.txt to determine how the superseded data were derived.
 SV0519
 SV0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN235723(NAD 83)
 SV0519_MARKER: DB = BENCH MARK DISK
 SV0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0519_SP_SET: WALL
 SV0519_STAMPING: A 353 1952
 SV0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0519
 SV0519  HISTORY     - Date     Condition        Report By
 SV0519  HISTORY     - 1952     MONUMENTED       CGS
 SV0519
 SV0519                          STATION DESCRIPTION
 SV0519
 SV0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SV0519'12.4 MI SE FROM COEUR DALENE.
 SV0519'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0519'COEUR DALENE, THENCE 3.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0519'ALTERNATE, SET VERTICALLY IN A 2- X 3-FOOT FLAT SURFACE OF A ROCK WALL
 SV0519'3 1/2 FEET ABOVE THE GROUND, 389 FEET NORTH OF THE UPPER NORTH END OF
 SV0519'A SWITCHBACK, 17.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 SV0519'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0423 ***********************************************************************
 NT0423  DESIGNATION -  A 360
 NT0423  PID         -  NT0423
 NT0423  STATE/COUNTY-  ID/CARIBOU
 NT0423  USGS QUAD   -  SODA SPRINGS (1982)
 NT0423
 NT0423                         *CURRENT SURVEY CONTROL
 NT0423  ___________________________________________________________________
 NT0423* NAD 83(1986)-  42 44 19.     (N)    111 33 51.     (W)     SCALED    
 NT0423* NAVD 88     -      1869.664  (meters)    6134.06   (feet)  ADJUSTED  
 NT0423  ___________________________________________________________________
 NT0423  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 NT0423  DYNAMIC HT  -        1868.353 (meters)    6129.75  (feet)  COMP
 NT0423  MODELED GRAV-     979,853.4   (mgal)                       NAVD 88
 NT0423
 NT0423  VERT ORDER  -  SECOND    CLASS 0
 NT0423
 NT0423.The horizontal coordinates were scaled from a topographic map and have
 NT0423.an estimated accuracy of +/- 6 seconds.
 NT0423
 NT0423.The orthometric height was determined by differential leveling
 NT0423.and adjusted by the National Geodetic Survey in June 1991..
 NT0423
 NT0423.The geoid height was determined by GEOID03.
 NT0423
 NT0423.The dynamic height is computed by dividing the NAVD 88
 NT0423.geopotential number by the normal gravity value computed on the
 NT0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0423.degrees latitude (g = 980.6199 gals.).
 NT0423
 NT0423.The modeled gravity was interpolated from observed gravity values.
 NT0423
 NT0423;                    North         East    Units  Estimated Accuracy
 NT0423;SPC ID E     -   119,240.      249,330.      MT  (+/- 180 meters Scaled)
 NT0423
 NT0423                          SUPERSEDED SURVEY CONTROL
 NT0423
 NT0423  NGVD 29 (??/??/92) 1868.428  (m)         6130.00   (f) ADJ UNCH    2 0
 NT0423
 NT0423.Superseded values are not recommended for survey control.
 NT0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0423.See file dsdata.txt to determine how the superseded data were derived.
 NT0423
 NT0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN538319(NAD 83)
 NT0423_MARKER: DB = BENCH MARK DISK
 NT0423_SETTING: 0 = UNSPECIFIED SETTING
 NT0423_STAMPING: A 360 1951
 NT0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0423
 NT0423  HISTORY     - Date     Condition        Report By
 NT0423  HISTORY     - 1951     MONUMENTED       CGS
 NT0423  HISTORY     - 20020426 POOR             ORBITE
 NT0423
 NT0423                          STATION DESCRIPTION
 NT0423
 NT0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0423'6.8 MI N FROM SODA SPRINGS.
 NT0423'6.8 MILES NORTH ALONG THE STATE HIGHWAY 34, THENCE 0.85 MILE NORTHWEST
 NT0423'OF THE JUNCTION OF THE CONDA ROAD TO THE EAST, 45 FEET NORTHEAST OF
 NT0423'THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE, 4 FEET WEST OF
 NT0423'A POWER LINE POLE, 3 FEET LOWER THAN THE HIGHWAY, 4 FEET NORTH OF A
 NT0423'WITNESS POST.
 NT0423
 NT0423                          STATION RECOVERY (2002)
 NT0423
 NT0423'RECOVERY NOTE BY ORBITECH INC 2002 (SHG)
 NT0423'MARK APPEARS TO BE DISTURBED. FOUND 1 FOOT BELOW GROUND LEANING TO
 NT0423'WEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0357 ***********************************************************************
 RZ0357  DESIGNATION -  A 363
 RZ0357  PID         -  RZ0357
 RZ0357  STATE/COUNTY-  ID/NEZ PERCE
 RZ0357  USGS QUAD   -  CULDESAC NORTH (1984)
 RZ0357
 RZ0357                         *CURRENT SURVEY CONTROL
 RZ0357  ___________________________________________________________________
 RZ0357* NAD 83(1986)-  46 29 50.     (N)    116 43 43.     (W)     SCALED    
 RZ0357* NAVD 88     -       259.956  (meters)     852.87   (feet)  POSTED    
 RZ0357  ___________________________________________________________________
 RZ0357  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 RZ0357  DYNAMIC HT  -         259.950 (meters)     852.85  (feet)  COMP
 RZ0357  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 RZ0357
 RZ0357  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RZ0357
 RZ0357.The horizontal coordinates were scaled from a topographic map and have
 RZ0357.an estimated accuracy of +/- 6 seconds.
 RZ0357
 RZ0357.The orthometric height was determined by differential leveling
 RZ0357.and adjusted by the National Geodetic Survey in 1992..
 RZ0357.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RZ0357.rate of 4.1 thru 8.0 mm/km.
 RZ0357
 RZ0357.The geoid height was determined by GEOID03.
 RZ0357
 RZ0357.The dynamic height is computed by dividing the NAVD 88
 RZ0357.geopotential number by the normal gravity value computed on the
 RZ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0357.degrees latitude (g = 980.6199 gals.).
 RZ0357
 RZ0357.The modeled gravity was interpolated from observed gravity values.
 RZ0357
 RZ0357;                    North         East    Units  Estimated Accuracy
 RZ0357;SPC ID W     -   537,170.      724,880.      MT  (+/- 180 meters Scaled)
 RZ0357
 RZ0357                          SUPERSEDED SURVEY CONTROL
 RZ0357
 RZ0357  NGVD 29 (??/??/92)  258.967  (m)          849.63   (f) ADJ UNCH    2 0
 RZ0357
 RZ0357.Superseded values are not recommended for survey control.
 RZ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0357.See file dsdata.txt to determine how the superseded data were derived.
 RZ0357
 RZ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM208493(NAD 83)
 RZ0357_MARKER: DB = BENCH MARK DISK
 RZ0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0357_SP_SET: CULVERT
 RZ0357_STAMPING: A 363 1959
 RZ0357_MARK LOGO: USE   
 RZ0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0357
 RZ0357  HISTORY     - Date     Condition        Report By
 RZ0357  HISTORY     - 1959     MONUMENTED       DOD
 RZ0357  HISTORY     - 1980     GOOD             NGS
 RZ0357
 RZ0357                          STATION DESCRIPTION
 RZ0357
 RZ0357'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0357'17.55 MI E FROM LEWISTON.
 RZ0357'APPROXIMATELY 17.55 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0357'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0357'CLEARWATER RIVER, ON THE HIGHWAY BRIDGE AT MYRTLE, ON TOP OF THE
 RZ0357'UPSTREAM END OF THE LEFT BANK HEADWALL, 12 FEET UPSTREAM FROM THE
 RZ0357'CENTERLINE OF THE BRIDGE AND ABOUT THE SAME ELEVATION AS THE BRIDGE
 RZ0357'DECK.  A STANDARD CORPS OF ENGINEERS BRONZE MARKER CEMENTED IN THE TOP
 RZ0357'OF THE HEADWALL AND MARKED WITH WHITE PAINT.
 RZ0357
 RZ0357                          STATION RECOVERY (1980)
 RZ0357
 RZ0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0357'15.8 KILOMETERS (9.85 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ0357'SOUTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER
 RZ0357'IN LENORE, THENCE 0.7 KILOMETER (0.45 MILE) WEST ALONG THE OLD
 RZ0357'HIGHWAY GRADE AT MERTLE, APPROXIMATELY 0.3 KILOMETER (0.2 MILE)
 RZ0357'NORTHWEST OF THE NEW HIGHWAY, SET IN TOP OF THE NORTH END OF AN
 RZ0357'ABANDONED BRIDGE ABUTMENT ON THE EAST BANK OF THE CLEARWATER RIVER,
 RZ0357'MARK IN GOOD CONDITION BUT IS HARD TO HOLD ROD ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0204 ***********************************************************************
 RZ0204  DESIGNATION -  A 364
 RZ0204  PID         -  RZ0204
 RZ0204  STATE/COUNTY-  ID/NEZ PERCE
 RZ0204  USGS QUAD   -  PECK (1967)
 RZ0204
 RZ0204                         *CURRENT SURVEY CONTROL
 RZ0204  ___________________________________________________________________
 RZ0204* NAD 83(1986)-  46 29 49.     (N)    116 25 30.     (W)     SCALED    
 RZ0204* NAVD 88     -       291.556  (meters)     956.55   (feet)  ADJUSTED  
 RZ0204  ___________________________________________________________________
 RZ0204  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 RZ0204  DYNAMIC HT  -         291.550 (meters)     956.53  (feet)  COMP
 RZ0204  MODELED GRAV-     980,585.3   (mgal)                       NAVD 88
 RZ0204
 RZ0204  VERT ORDER  -  FIRST     CLASS II
 RZ0204
 RZ0204.The horizontal coordinates were scaled from a topographic map and have
 RZ0204.an estimated accuracy of +/- 6 seconds.
 RZ0204
 RZ0204.The orthometric height was determined by differential leveling
 RZ0204.and adjusted by the National Geodetic Survey in June 1991..
 RZ0204.WARNING-Repeat measurements at this control monument indicate possible
 RZ0204.vertical movement.
 RZ0204
 RZ0204.The geoid height was determined by GEOID03.
 RZ0204
 RZ0204.The dynamic height is computed by dividing the NAVD 88
 RZ0204.geopotential number by the normal gravity value computed on the
 RZ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0204.degrees latitude (g = 980.6199 gals.).
 RZ0204
 RZ0204.The modeled gravity was interpolated from observed gravity values.
 RZ0204
 RZ0204;                    North         East    Units  Estimated Accuracy
 RZ0204;SPC ID W     -   536,900.      748,190.      MT  (+/- 180 meters Scaled)
 RZ0204
 RZ0204                          SUPERSEDED SURVEY CONTROL
 RZ0204
 RZ0204  NGVD 29 (??/??/92)  290.566  (m)          953.30   (f) ADJ UNCH    1 2
 RZ0204
 RZ0204.Superseded values are not recommended for survey control.
 RZ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0204.See file dsdata.txt to determine how the superseded data were derived.
 RZ0204
 RZ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM441494(NAD 83)
 RZ0204_MARKER: DD = SURVEY DISK
 RZ0204_SETTING: 80 = SET IN A BOULDER
 RZ0204_STAMPING: A 364 1959
 RZ0204_MARK LOGO: USE   
 RZ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0204+STABILITY: SURFACE MOTION
 RZ0204
 RZ0204  HISTORY     - Date     Condition        Report By
 RZ0204  HISTORY     - 1959     MONUMENTED       DOD
 RZ0204  HISTORY     - 1967     GOOD             USGS
 RZ0204  HISTORY     - 1980     GOOD             NGS
 RZ0204
 RZ0204                          STATION DESCRIPTION
 RZ0204
 RZ0204'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0204'35.61 MI E FROM LEWISTON.
 RZ0204'APPROXIMATELY 35.61 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0204'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0204'CLEARWATER RIVER, ABOUT 0.7 MILE UPSTREAM FROM RAYS TAVERN AT THE PECK
 RZ0204'JUNCTION, ABOUT 50 FEET UPSTREAM FROM A 19-INCH PINE TREE WITH LETTERS
 RZ0204'PP-48 PAINTED ON UPSTREAM SIDE OF TREE WITH WHITE PAINT, 35 FEET NORTH
 RZ0204'OF THE CENTERLINE OF HIGHWAY 9, 4 FEET LOWER THAN THE HIGHWAY. A
 RZ0204'STANDARD CORPS OF ENGINEERS BRONZE MARKER CEMENTED IN THE TOP OF A
 RZ0204'LARGE GRANITE BOULDER AND MARKED WITH WHITE PAINT.
 RZ0204
 RZ0204                          STATION RECOVERY (1967)
 RZ0204
 RZ0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RZ0204'RECOVERED IN GOOD CONDITION.
 RZ0204
 RZ0204                          STATION RECOVERY (1980)
 RZ0204
 RZ0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0204'11.6 KILOMETERS (7.25 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RZ0204'SOUTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN
 RZ0204'LENORE, 0.85 KILOMETER (0.55 MILE) EAST OF THE JUNCTION OF PECK ROAD,
 RZ0204'0.55 KILOMETER (0.35 MILE) EAST OF HIGHWAY MILEPOST 35, 0.35 KILOMETER
 RZ0204'(0.15 MILE) SOUTHWEST ACROSS THE CLEARWATER RIVER FROM A MASSIVE
 RZ0204'BEDROCK RAILWAY CUT, NORTH ACROSS THE HIGHWAY FROM A SERIES OF LARGE
 RZ0204'OVERHANGING BOULDERS IN A HIGHWAY CUT, SET IN TOP OF A 2.4 X 3 METER
 RZ0204'(8 X 10 FOOT) GRANITE BOULDER ON THE SOUTH BANK OF THE CLEARWATER
 RZ0204'RIVER, 10.6 METERS (35.0 FEET) NORTH OF THE CENTERLINE OF THE
 RZ0204'HIGHWAY, 5.2 METERS (17.0 FEET) NORTH OF THE STEEL GUARDRAIL MARKED
 RZ0204'WITH THE PAINTED INITIALS -BM-.
 RZ0204'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0491 ***********************************************************************
 RY0491  DESIGNATION -  A 365
 RY0491  PID         -  RY0491
 RY0491  STATE/COUNTY-  ID/IDAHO
 RY0491  USGS QUAD   -  LOWELL (1994)
 RY0491
 RY0491                         *CURRENT SURVEY CONTROL
 RY0491  ___________________________________________________________________
 RY0491* NAD 83(1986)-  46 08 33.     (N)    115 35 53.     (W)     SCALED    
 RY0491* NAVD 88     -       448.879  (meters)    1472.70   (feet)  ADJUSTED  
 RY0491  ___________________________________________________________________
 RY0491  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 RY0491  DYNAMIC HT  -         448.827 (meters)    1472.53  (feet)  COMP
 RY0491  MODELED GRAV-     980,488.2   (mgal)                       NAVD 88
 RY0491
 RY0491  VERT ORDER  -  FIRST     CLASS II
 RY0491
 RY0491.The horizontal coordinates were scaled from a topographic map and have
 RY0491.an estimated accuracy of +/- 6 seconds.
 RY0491
 RY0491.The orthometric height was determined by differential leveling
 RY0491.and adjusted by the National Geodetic Survey in June 1991..
 RY0491.WARNING-Repeat measurements at this control monument indicate possible
 RY0491.vertical movement.
 RY0491
 RY0491.The geoid height was determined by GEOID03.
 RY0491
 RY0491.The dynamic height is computed by dividing the NAVD 88
 RY0491.geopotential number by the normal gravity value computed on the
 RY0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0491.degrees latitude (g = 980.6199 gals.).
 RY0491
 RY0491.The modeled gravity was interpolated from observed gravity values.
 RY0491
 RY0491;                    North         East    Units  Estimated Accuracy
 RY0491;SPC ID W     -   497,290.      811,740.      MT  (+/- 180 meters Scaled)
 RY0491
 RY0491                          SUPERSEDED SURVEY CONTROL
 RY0491
 RY0491  NGVD 29 (??/??/92)  447.808  (m)         1469.18   (f) ADJ UNCH    1 2
 RY0491
 RY0491.Superseded values are not recommended for survey control.
 RY0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0491.See file dsdata.txt to determine how the superseded data were derived.
 RY0491
 RY0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM082108(NAD 83)
 RY0491_MARKER: DB = BENCH MARK DISK
 RY0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0491_SP_SET: BRIDGE CURB
 RY0491_STAMPING: A 365 1965
 RY0491_MARK LOGO: CGS   
 RY0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0491
 RY0491  HISTORY     - Date     Condition        Report By
 RY0491  HISTORY     - 1965     MONUMENTED       CGS
 RY0491  HISTORY     - 1980     GOOD             NGS
 RY0491
 RY0491                          STATION DESCRIPTION
 RY0491
 RY0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0491'IN LOWELL.
 RY0491'AT LOWELL, AT THE JUNCTION OF U.S. HIGHWAY 12, AND A ROAD ALONG THE
 RY0491'SELWAY RIVER, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CURB OF
 RY0491'A CONCRETE BRIDGE OVER LOCHSA RIVER, 39 FEET EAST OF THE CENTER LINE
 RY0491'OF THE HIGHWAY, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND
 RY0491'ABOUT 1 FOOT HIGHER THAN THE ROAD.
 RY0491
 RY0491                          STATION RECOVERY (1980)
 RY0491
 RY0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0491'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-MARK IS PARTIALLY
 RY0491'COVERED BY GUARDRAIL BUT ACCESSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0356 ***********************************************************************
 RY0356  DESIGNATION -  A 366
 RY0356  PID         -  RY0356
 RY0356  STATE/COUNTY-  ID/IDAHO
 RY0356  USGS QUAD   -  FOG MOUNTAIN (1995)
 RY0356
 RY0356                         *CURRENT SURVEY CONTROL
 RY0356  ___________________________________________________________________
 RY0356* NAD 83(1986)-  46 03 11.     (N)    115 12 42.     (W)     SCALED    
 RY0356* NAVD 88     -       543.843  (meters)    1784.26   (feet)  ADJUSTED  
 RY0356  ___________________________________________________________________
 RY0356  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 RY0356  DYNAMIC HT  -         543.610 (meters)    1783.49  (feet)  COMP
 RY0356  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 RY0356
 RY0356  VERT ORDER  -  SECOND    CLASS 0
 RY0356
 RY0356.The horizontal coordinates were scaled from a topographic map and have
 RY0356.an estimated accuracy of +/- 6 seconds.
 RY0356
 RY0356.The orthometric height was determined by differential leveling
 RY0356.and adjusted by the National Geodetic Survey in June 1991..
 RY0356
 RY0356.The geoid height was determined by GEOID03.
 RY0356
 RY0356.The dynamic height is computed by dividing the NAVD 88
 RY0356.geopotential number by the normal gravity value computed on the
 RY0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0356.degrees latitude (g = 980.6199 gals.).
 RY0356
 RY0356.The modeled gravity was interpolated from observed gravity values.
 RY0356
 RY0356;                    North         East    Units  Estimated Accuracy
 RY0356;SPC ID W     -   487,480.      841,660.      MT  (+/- 180 meters Scaled)
 RY0356
 RY0356                          SUPERSEDED SURVEY CONTROL
 RY0356
 RY0356  NGVD 29 (??/??/92)  542.555  (m)         1780.03   (f) ADJ UNCH    2 0
 RY0356
 RY0356.Superseded values are not recommended for survey control.
 RY0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0356.See file dsdata.txt to determine how the superseded data were derived.
 RY0356
 RY0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM383014(NAD 83)
 RY0356_MARKER: DB = BENCH MARK DISK
 RY0356_SETTING: 66 = SET IN ROCK OUTCROP
 RY0356_SP_SET: OUTCROP
 RY0356_STAMPING: A 366 1965
 RY0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0356+STABILITY: POSITION/ELEVATION WELL
 RY0356
 RY0356  HISTORY     - Date     Condition        Report By
 RY0356  HISTORY     - 1965     MONUMENTED       CGS
 RY0356
 RY0356                          STATION DESCRIPTION
 RY0356
 RY0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0356'23.3 MI E FROM LOWELL.
 RY0356'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0356'HIGHWAY 12 AT LOWELL, THENCE 3.7 MILES EAST ALONG THE SELWAY RIVER
 RY0356'TRAIL, ABOUT 150 YARDS SOUTHEAST OF A LARGE WATER FALL, IN THE TOP OF
 RY0356'A 7- BY 10-FOOT OUTCROP, 12 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF
 RY0356'THE TRAIL, 7 FEET NORTHEAST OF A PINE TREE, 6 FEET SOUTH OF AN 18-INCH
 RY0356'FIR TREE, AND ABOUT 4 FEET HIGHER THAN THE HIGH WATER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0181 ***********************************************************************
 RY0181  DESIGNATION -  A 367
 RY0181  PID         -  RY0181
 RY0181  STATE/COUNTY-  ID/IDAHO
 RY0181  USGS QUAD   -  SHISSLER PEAK (1995)
 RY0181
 RY0181                         *CURRENT SURVEY CONTROL
 RY0181  ___________________________________________________________________
 RY0181* NAD 83(1986)-  46 08 07.     (N)    114 54 54.     (W)     SCALED    
 RY0181* NAVD 88     -       694.132  (meters)    2277.33   (feet)  ADJUSTED  
 RY0181  ___________________________________________________________________
 RY0181  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 RY0181  DYNAMIC HT  -         693.943 (meters)    2276.71  (feet)  COMP
 RY0181  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 RY0181
 RY0181  VERT ORDER  -  SECOND    CLASS 0
 RY0181
 RY0181.The horizontal coordinates were scaled from a topographic map and have
 RY0181.an estimated accuracy of +/- 6 seconds.
 RY0181
 RY0181.The orthometric height was determined by differential leveling
 RY0181.and adjusted by the National Geodetic Survey in June 1991..
 RY0181
 RY0181.The geoid height was determined by GEOID03.
 RY0181
 RY0181.The dynamic height is computed by dividing the NAVD 88
 RY0181.geopotential number by the normal gravity value computed on the
 RY0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0181.degrees latitude (g = 980.6199 gals.).
 RY0181
 RY0181.The modeled gravity was interpolated from observed gravity values.
 RY0181
 RY0181;                    North         East    Units  Estimated Accuracy
 RY0181;SPC ID W     -   496,820.      864,520.      MT  (+/- 180 meters Scaled)
 RY0181
 RY0181                          SUPERSEDED SURVEY CONTROL
 RY0181
 RY0181  NGVD 29 (??/??/92)  692.918  (m)         2273.35   (f) ADJ UNCH    2 0
 RY0181
 RY0181.Superseded values are not recommended for survey control.
 RY0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0181.See file dsdata.txt to determine how the superseded data were derived.
 RY0181
 RY0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM610111(NAD 83)
 RY0181_MARKER: DB = BENCH MARK DISK
 RY0181_SETTING: 80 = SET IN A BOULDER
 RY0181_STAMPING: A 367 1965
 RY0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0181+STABILITY: SURFACE MOTION
 RY0181
 RY0181  HISTORY     - Date     Condition        Report By
 RY0181  HISTORY     - 1965     MONUMENTED       CGS
 RY0181
 RY0181                          STATION DESCRIPTION
 RY0181
 RY0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0181'0.7 MI NE FROM MOOSE CREEK.
 RY0181'0.7 MILE NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK RANGER
 RY0181'STATION AT MOOSE CREEK, IN THE TOP OF A 4- BY 6-FOOT BOULDER WHICH IS
 RY0181'NEAR A WASH, 15 FEET EAST OF THE CENTER LINE OF THE TRAIL, 9 FEET
 RY0181'SOUTHWEST OF A 30-INCH FIR TREE, AND ABOUT 3 FEET HIGHER THAN THE
 RY0181'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0209 ***********************************************************************
 RY0209  DESIGNATION -  A 368
 RY0209  PID         -  RY0209
 RY0209  STATE/COUNTY-  ID/IDAHO
 RY0209  USGS QUAD   -  CEDAR RIDGE (1994)
 RY0209
 RY0209                         *CURRENT SURVEY CONTROL
 RY0209  ___________________________________________________________________
 RY0209* NAD 83(1986)-  46 16 57.     (N)    114 37 48.     (W)     SCALED    
 RY0209* NAVD 88     -      1278.874  (meters)    4195.77   (feet)  ADJUSTED  
 RY0209  ___________________________________________________________________
 RY0209  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 RY0209  DYNAMIC HT  -        1278.304 (meters)    4193.90  (feet)  COMP
 RY0209  MODELED GRAV-     980,128.8   (mgal)                       NAVD 88
 RY0209
 RY0209  VERT ORDER  -  SECOND    CLASS 0
 RY0209
 RY0209.The horizontal coordinates were scaled from a topographic map and have
 RY0209.an estimated accuracy of +/- 6 seconds.
 RY0209
 RY0209.The orthometric height was determined by differential leveling
 RY0209.and adjusted by the National Geodetic Survey in June 1991..
 RY0209
 RY0209.The geoid height was determined by GEOID03.
 RY0209
 RY0209.The dynamic height is computed by dividing the NAVD 88
 RY0209.geopotential number by the normal gravity value computed on the
 RY0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0209.degrees latitude (g = 980.6199 gals.).
 RY0209
 RY0209.The modeled gravity was interpolated from observed gravity values.
 RY0209
 RY0209;                    North         East    Units  Estimated Accuracy
 RY0209;SPC ID W     -   513,450.      886,310.      MT  (+/- 180 meters Scaled)
 RY0209
 RY0209                          SUPERSEDED SURVEY CONTROL
 RY0209
 RY0209  NGVD 29 (??/??/92) 1277.484  (m)         4191.21   (f) ADJ UNCH    2 0
 RY0209
 RY0209.Superseded values are not recommended for survey control.
 RY0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0209.See file dsdata.txt to determine how the superseded data were derived.
 RY0209
 RY0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM825281(NAD 83)
 RY0209_MARKER: DB = BENCH MARK DISK
 RY0209_SETTING: 80 = SET IN A BOULDER
 RY0209_STAMPING: A 368 1965
 RY0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0209+STABILITY: SURFACE MOTION
 RY0209
 RY0209  HISTORY     - Date     Condition        Report By
 RY0209  HISTORY     - 1965     MONUMENTED       CGS
 RY0209
 RY0209                          STATION DESCRIPTION
 RY0209
 RY0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0209'23.45 MI NE FROM MOOSE CREEK.
 RY0209'13.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0209'RANGER STATION AT MOOSE CREEK, THENCE 10.05 MILES NORTHEAST ALONG EAST
 RY0209'FORK MOOSE CREEK TRAIL, ON THE TOP OF A ROCKY RIDGE, IN THE TOP OF A
 RY0209'10- BY 10-FOOT BOULDER, 7 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RY0209'TRAIL, ABOUT 400 FEET HIGHER THAN THE CREEK, AND 1 FOOT LOWER THAN THE
 RY0209'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0501 ***********************************************************************
 OY0501  CBN         -  This is a Cooperative Base Network Control Station.
 OY0501  DESIGNATION -  A 37
 OY0501  PID         -  OY0501
 OY0501  STATE/COUNTY-  ID/BUTTE
 OY0501  USGS QUAD   -  BUTTE CITY (1972)
 OY0501
 OY0501                         *CURRENT SURVEY CONTROL
 OY0501  ___________________________________________________________________
 OY0501* NAD 83(1999)-  43 33 50.19301(N)    113 12 06.08502(W)     ADJUSTED  
 OY0501* NAVD 88     -      1605.214  (meters)    5266.44   (feet)  ADJUSTED  
 OY0501  ___________________________________________________________________
 OY0501  X           -  -1,824,137.092 (meters)                     COMP
 OY0501  Y           -  -4,255,683.971 (meters)                     COMP
 OY0501  Z           -   4,374,210.127 (meters)                     COMP
 OY0501  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 OY0501  ELLIP HEIGHT-        1593.06  (meters)          (04/16/01) GPS OBS
 OY0501  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 OY0501  DYNAMIC HT  -        1604.329 (meters)    5263.54  (feet)  COMP
 OY0501  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 OY0501
 OY0501  HORZ ORDER  -  B
 OY0501  VERT ORDER  -  FIRST     CLASS II
 OY0501  ELLP ORDER  -  FOURTH    CLASS II
 OY0501
 OY0501.The horizontal coordinates were established by GPS observations
 OY0501.and adjusted by the National Geodetic Survey in April 2001..
 OY0501.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0501.DATUM ITEM on the data sheet items page.
 OY0501
 OY0501.The orthometric height was determined by differential leveling
 OY0501.and adjusted by the National Geodetic Survey in December 1992..
 OY0501
 OY0501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0501
 OY0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0501
 OY0501.The ellipsoidal height was determined by GPS observations
 OY0501.and is referenced to NAD 83.
 OY0501
 OY0501.The geoid height was determined by GEOID03.
 OY0501
 OY0501.The dynamic height is computed by dividing the NAVD 88
 OY0501.geopotential number by the normal gravity value computed on the
 OY0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0501.degrees latitude (g = 980.6199 gals.).
 OY0501
 OY0501.The modeled gravity was interpolated from observed gravity values.
 OY0501
 OY0501;                    North         East     Units Scale Factor Converg.
 OY0501;SPC ID C     -   211,057.926   564,493.176   MT  0.99999851   +0 33 00.7
 OY0501;UTM  12      - 4,825,797.738   322,191.515   MT  0.99998890   -1 31 03.8
 OY0501
 OY0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0501!SPC ID C     -   0.99975025  x   0.99999851  =   0.99974876
 OY0501!UTM  12      -   0.99975025  x   0.99998890  =   0.99973915
 OY0501
 OY0501                          SUPERSEDED SURVEY CONTROL
 OY0501
 OY0501  NAD 83(1992)-  43 33 50.19231(N)    113 12 06.08265(W) AD(       ) B
 OY0501  ELLIP H (05/15/92) 1593.14   (m)                       GP(       ) 4 2
 OY0501  NAD 83(1992)-  43 33 50.18549(N)    113 12 06.06857(W) AD(       ) 1
 OY0501  NAVD 88 (06/15/91) 1605.208  (m)         5266.42   (f) UNKNOWN     1 2
 OY0501  NGVD 29 (08/20/92) 1604.143  (m)         5262.93   (f) ADJUSTED    1 2
 OY0501
 OY0501.Superseded values are not recommended for survey control.
 OY0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0501.See file dsdata.txt to determine how the superseded data were derived.
 OY0501
 OY0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP2219225798(NAD 83)
 OY0501_MARKER: DB = BENCH MARK DISK
 OY0501_SETTING: 66 = SET IN ROCK OUTCROP
 OY0501_SP_SET: BEDROCK
 OY0501_STAMPING: A 37 1934
 OY0501_MARK LOGO: CGS   
 OY0501_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0501+STABILITY: POSITION/ELEVATION WELL
 OY0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0501+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 OY0501
 OY0501  HISTORY     - Date     Condition        Report By
 OY0501  HISTORY     - 1934     MONUMENTED       CGS
 OY0501  HISTORY     - 1948     GOOD             NGS
 OY0501  HISTORY     - 19900919 GOOD             NGS
 OY0501  HISTORY     - 19920619 GOOD             NGS
 OY0501  HISTORY     - 20050709 GOOD             DJC
 OY0501
 OY0501                          STATION DESCRIPTION
 OY0501
 OY0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0501'7.5 MI SE FROM ARCO.
 OY0501'7.5 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0501'STATION AT ARCO, BUTTE COUNTY, 264 FEET SOUTHEAST OF THE SOUTHEAST END
 OY0501'OF A CUT THROUGH LAVA ROCK, 171 FEET NORTH OF MILEPOST 52, 70 FEET
 OY0501'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A LAVA
 OY0501'OUTCROP.  A STANDARD DISK, STAMPED A 37 1934.
 OY0501
 OY0501                          STATION RECOVERY (1990)
 OY0501
 OY0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY0501'THE STATION IS LOCATED ABOUT 12.2 KM (7.58 MI) SOUTHEAST FROM ARCO,
 OY0501'5.0 KM (3.11 MI) SOUTH OF U.S. HIGHWAYS 20 AND 26 AND ALONG THE
 OY0501'NORTHEAST SIDE OF THE UNION PACIFIC RAILROAD. OWNERSHIP--UNION
 OY0501'PACIFIC RAILROAD.
 OY0501'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 26 AND 93
 OY0501'IN ARCO, GO SOUTH AND SOUTHEAST ON U.S. HIGHWAYS 20 AND 26 FOR 3.5 KM
 OY0501'(2.17 MI) TO THE CROSSING OF THE UNION PACIFIC RAILROAD.  CONTINUE
 OY0501'SOUTHEAST ON THE HIGHWAY FOR 0.3 KM (0.19 MI) TO A GRAVEL SIDE ROAD
 OY0501'RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 1.6 KM
 OY0501'(0.99 MI) CROSSING BACK OVER THE TRACKS TO A FORK AND TWO GATES.
 OY0501'TAKE THE LEFT FORK, PASSING THROUGH A GATE, AND GO EASTERLY ON A
 OY0501'TRACK ROAD FOR 0.2 KM (0.12 MI) TO A FORK.  TAKE THE LEFT FORK AND GO
 OY0501'EAST ON THE TRACK ROAD FOR 1.04 KM (0.65 MI) TO A FORK, A GATE AND A
 OY0501'RAILROAD CROSSING. TAKE THE LEFT FORK AND CONTINUE EAST ON A TRACK
 OY0501'ROAD, PASSING THROUGH THE GATE AND OVER THE TRACKS, FOR 0.8 KM
 OY0501'(0.50 MI) TO A FORK. TAKE THE RIGHT FORK AND GO SOUTHEAST ON THE
 OY0501'TRACK ROAD ALONG THE NORTHEAST SIDE OF THE TRACKS FOR 3.22 KM
 OY0501'(2.00 MI) TO A FORK. TAKE THE RIGHT FORK AND CONTINUE SOUTHEASTERLY
 OY0501'ALONG THE NORTHEAST SIDE OF THE TRACKS FOR 0.40 KM (0.25 MI) TO A DIM
 OY0501'FORK.  TAKE THE LEFT FORK AND GO EASTERLY AND SOUTHEAST ON THE TRACK
 OY0501'ROAD FOR 1.61 KM (1.00 MI) TO THE MARK ON THE RIGHT, JUST BEFORE
 OY0501'REACHING RAILROAD MILEPOLE 52.  AT THIS POINT TURN RIGHT AND GO
 OY0501'SOUTHWEST CROSS-COUNTRY FOR ABOUT 122 M (400.26 FT) TO A CAIRN AND
 OY0501'THE MARK.
 OY0501'THE STATION MARK IS SET 51.8 M (169.95 FT) NORTH OF MILEPOLE 52, 22.2
 OY0501'M (72.83 FT) NORTHEAST OF THE NEAR RAIL, 4.5 M (14.76 FT) SOUTEAST OF
 OY0501'A WITNESS POST, 0.8 M (2.62 FT) NORTH OF THE CAIRN, 0.7 M (2.30 FT)
 OY0501'ABOVE THE LEVEL OF THE TRACKS AND FLUSH IN A LARGE PORTION OF OUTCROP.
 OY0501'NOTE--THIS BENCH MARK IS ON L-12779.
 OY0501
 OY0501                          STATION RECOVERY (1992)
 OY0501
 OY0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0501'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0501'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 7.0 KM (4.35 MI)
 OY0501'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, NEAR THE CENTER OF A
 OY0501'10 BY 15-FOOT AREA OF OUTCROPPING BEDROCK AT A RAILROAD HANDCAR OFF
 OY0501'RAMP, 54.8 M (179.8 FT) NORTH OF MILEPOST 52, 22.1 M (72.5 FT)
 OY0501'NORTHEAST OF AND LEVEL WITH THE NEAR RAIL, 5.0 M (16.4 FT) EAST OF A
 OY0501'WITNESS POST, AND 0.8 M (2.6 FT) NORTHWEST OF A CAIRN.
 OY0501
 OY0501                          STATION RECOVERY (2005)
 OY0501
 OY0501'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 OY0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0184 ***********************************************************************
 PZ0184  DESIGNATION -  A 370
 PZ0184  PID         -  PZ0184
 PZ0184  STATE/COUNTY-  ID/CLARK
 PZ0184  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0184
 PZ0184                         *CURRENT SURVEY CONTROL
 PZ0184  ___________________________________________________________________
 PZ0184* NAD 83(1986)-  44 21 25.     (N)    112 11 00.     (W)     SCALED    
 PZ0184* NAVD 88     -      1798.482  (meters)    5900.52   (feet)  ADJUSTED  
 PZ0184  ___________________________________________________________________
 PZ0184  GEOID HEIGHT-         -10.17  (meters)                     GEOID03
 PZ0184  DYNAMIC HT  -        1797.535 (meters)    5897.41  (feet)  COMP
 PZ0184  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 PZ0184
 PZ0184  VERT ORDER  -  FIRST     CLASS II
 PZ0184
 PZ0184.The horizontal coordinates were scaled from a topographic map and have
 PZ0184.an estimated accuracy of +/- 6 seconds.
 PZ0184
 PZ0184.The orthometric height was determined by differential leveling
 PZ0184.and adjusted by the National Geodetic Survey in June 1991..
 PZ0184
 PZ0184.The geoid height was determined by GEOID03.
 PZ0184
 PZ0184.The dynamic height is computed by dividing the NAVD 88
 PZ0184.geopotential number by the normal gravity value computed on the
 PZ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0184.degrees latitude (g = 980.6199 gals.).
 PZ0184
 PZ0184.The modeled gravity was interpolated from observed gravity values.
 PZ0184
 PZ0184;                    North         East    Units  Estimated Accuracy
 PZ0184;SPC ID E     -   298,860.      198,670.      MT  (+/- 180 meters Scaled)
 PZ0184
 PZ0184                          SUPERSEDED SURVEY CONTROL
 PZ0184
 PZ0184  NGVD 29 (??/??/92) 1797.266  (m)         5896.53   (f) ADJ UNCH    1 2
 PZ0184
 PZ0184.Superseded values are not recommended for survey control.
 PZ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0184.See file dsdata.txt to determine how the superseded data were derived.
 PZ0184
 PZ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ056122(NAD 83)
 PZ0184_MARKER: DB = BENCH MARK DISK
 PZ0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0184_SP_SET: CULVERT
 PZ0184_STAMPING: A 370 1965
 PZ0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0184
 PZ0184  HISTORY     - Date     Condition        Report By
 PZ0184  HISTORY     - 1965     MONUMENTED       CGS
 PZ0184  HISTORY     - 1967     GOOD             NGS
 PZ0184
 PZ0184                          STATION DESCRIPTION
 PZ0184
 PZ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0184'0.2 MI SE FROM SPENCER.
 PZ0184'0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0184'0.05 MILE SOUTH OF THE CROSSING OF KILGORE ROAD OVER THE UNION PACIFIC
 PZ0184'RAILROAD, IN THE TOP AND 0.7 FOOT NORTH OF THE SOUTH END OF THE WEST
 PZ0184'CONCRETE HEAD WALL OF DOUBLE 18-INCH PIPE CULVERTS UNDER THE ROAD, 59
 PZ0184'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 222.5 FEET SOUTHWEST
 PZ0184'OF THE SOUTHWEST RAIL, 19 1/2 FEET WEST OF THE CENTER LINE OF A
 PZ0184'GRAVELED ROAD, ABOUT 10 FEET HIGHER THAN THE TRACK, AND 2 1/2 FEET
 PZ0184'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0579 ***********************************************************************
 PY0579  DESIGNATION -  A 371
 PY0579  PID         -  PY0579
 PY0579  STATE/COUNTY-  ID/CLARK
 PY0579  USGS QUAD   -  SHERIDAN RESERVOIR (1965)
 PY0579
 PY0579                         *CURRENT SURVEY CONTROL
 PY0579  ___________________________________________________________________
 PY0579* NAD 83(1986)-  44 29 05.     (N)    111 38 59.     (W)     SCALED    
 PY0579* NAVD 88     -      2009.260  (meters)    6592.05   (feet)  POSTED    
 PY0579  ___________________________________________________________________
 PY0579  GEOID HEIGHT-          -9.25  (meters)                     GEOID03
 PY0579  DYNAMIC HT  -        2008.160 (meters)    6588.44  (feet)  COMP
 PY0579  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 PY0579
 PY0579  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0579
 PY0579.The horizontal coordinates were scaled from a topographic map and have
 PY0579.an estimated accuracy of +/- 6 seconds.
 PY0579
 PY0579.The orthometric height was determined by differential leveling
 PY0579.and adjusted by the National Geodetic Survey in 1992..
 PY0579.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0579.rate of 0.0 thru 1.0 mm/km.
 PY0579
 PY0579.The geoid height was determined by GEOID03.
 PY0579
 PY0579.The dynamic height is computed by dividing the NAVD 88
 PY0579.geopotential number by the normal gravity value computed on the
 PY0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0579.degrees latitude (g = 980.6199 gals.).
 PY0579
 PY0579.The modeled gravity was interpolated from observed gravity values.
 PY0579
 PY0579;                    North         East    Units  Estimated Accuracy
 PY0579;SPC ID E     -   313,180.      241,120.      MT  (+/- 180 meters Scaled)
 PY0579
 PY0579                          SUPERSEDED SURVEY CONTROL
 PY0579
 PY0579  NGVD 29 (??/??/92) 2008.000  (m)         6587.91   (f) ADJ UNCH    1 2
 PY0579
 PY0579.Superseded values are not recommended for survey control.
 PY0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0579.See file dsdata.txt to determine how the superseded data were derived.
 PY0579
 PY0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ483259(NAD 83)
 PY0579_MARKER: DB = BENCH MARK DISK
 PY0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0579_SP_SET: FOUNDATION
 PY0579_STAMPING: A 371 1965
 PY0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0579
 PY0579  HISTORY     - Date     Condition        Report By
 PY0579  HISTORY     - 1965     MONUMENTED       CGS
 PY0579  HISTORY     - 1967     GOOD             NGS
 PY0579
 PY0579                          STATION DESCRIPTION
 PY0579
 PY0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0579'16.65 MI E FROM KILGORE.
 PY0579'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0579'7.3 MILES EAST ALONG A COUNTY ROAD, THENCE 2.8 MILES NORTH ALONG A
 PY0579'DIRT ROAD, THENCE 5.75 MILES EAST ALONG KILGORE-YALE ROAD, AT THE
 PY0579'CROSSING OF A STEEL CATTLEGUARD, IN THE TOP OF THE SOUTHWEST CONCRETE
 PY0579'FOUNDATION OF THE CATTLEGUARD, 0.5 FOOT NORTHWEST OF THE SOUTHEAST END
 PY0579'OF THE FOUNDATION, 14.5 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 PY0579'AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0460 ***********************************************************************
 OX0460  DESIGNATION -  A 372
 OX0460  PID         -  OX0460
 OX0460  STATE/COUNTY-  ID/FREMONT
 OX0460  USGS QUAD   -  ST ANTHONY (1979)
 OX0460
 OX0460                         *CURRENT SURVEY CONTROL
 OX0460  ___________________________________________________________________
 OX0460* NAD 83(1986)-  43 57 20.     (N)    111 44 17.     (W)     SCALED    
 OX0460* NAVD 88     -      1500.927  (meters)    4924.29   (feet)  POSTED    
 OX0460  ___________________________________________________________________
 OX0460  GEOID HEIGHT-         -10.92  (meters)                     GEOID03
 OX0460  DYNAMIC HT  -        1500.180 (meters)    4921.84  (feet)  COMP
 OX0460  MODELED GRAV-     980,065.2   (mgal)                       NAVD 88
 OX0460
 OX0460  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0460
 OX0460.The horizontal coordinates were scaled from a topographic map and have
 OX0460.an estimated accuracy of +/- 6 seconds.
 OX0460
 OX0460.The orthometric height was determined by differential leveling
 OX0460.and adjusted by the National Geodetic Survey in 1992..
 OX0460.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0460.rate of 0.0 thru 1.0 mm/km.
 OX0460
 OX0460.The geoid height was determined by GEOID03.
 OX0460
 OX0460.The dynamic height is computed by dividing the NAVD 88
 OX0460.geopotential number by the normal gravity value computed on the
 OX0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0460.degrees latitude (g = 980.6199 gals.).
 OX0460
 OX0460.The modeled gravity was interpolated from observed gravity values.
 OX0460
 OX0460;                    North         East    Units  Estimated Accuracy
 OX0460;SPC ID E     -   254,350.      234,400.      MT  (+/- 180 meters Scaled)
 OX0460
 OX0460                          SUPERSEDED SURVEY CONTROL
 OX0460
 OX0460  NGVD 29 (??/??/92) 1499.877  (m)         4920.85   (f) ADJ UNCH    1 2
 OX0460
 OX0460.Superseded values are not recommended for survey control.
 OX0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0460.See file dsdata.txt to determine how the superseded data were derived.
 OX0460
 OX0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP407672(NAD 83)
 OX0460_MARKER: DB = BENCH MARK DISK
 OX0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0460_SP_SET: BRIDGE
 OX0460_STAMPING: A 372 1967
 OX0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0460
 OX0460  HISTORY     - Date     Condition        Report By
 OX0460  HISTORY     - 1967     MONUMENTED       CGS
 OX0460
 OX0460                          STATION DESCRIPTION
 OX0460
 OX0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OX0460'1.1 MI E FROM PARKER.
 OX0460'0.1 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT PARKER, THENCE
 OX0460'1.0 MILE EAST ALONG A COUNTY ROAD, AT THE INTERSECTION OF A
 OX0460'NORTH-SOUTH COUNTY ROAD, IN THE TOP AND 0.5 FOOT NORTHWEST OF THE
 OX0460'SOUTHEAST END OF THE NORTHWEST CONCRETE WING WALL OF A CONCRETE BRIDGE
 OX0460'OVER ST ANTHONY UNION CANAL AND UNDER THE NORTH-SOUTH ROAD, 29 FEET
 OX0460'SOUTH OF THE CENTER LINE OF THE ROAD, 14 FEET WEST OF THE CENTER LINE
 OX0460'OF THE ROAD SOUTH, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0538 ***********************************************************************
 PY0538  DESIGNATION -  A 373
 PY0538  PID         -  PY0538
 PY0538  STATE/COUNTY-  ID/FREMONT
 PY0538  USGS QUAD   -  SPLIT ROCK (1972)
 PY0538
 PY0538                         *CURRENT SURVEY CONTROL
 PY0538  ___________________________________________________________________
 PY0538* NAD 83(1986)-  44 12 11.     (N)    111 50 42.     (W)     SCALED    
 PY0538* NAVD 88     -      1786.455  (meters)    5861.06   (feet)  POSTED    
 PY0538  ___________________________________________________________________
 PY0538  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 PY0538  DYNAMIC HT  -        1785.490 (meters)    5857.90  (feet)  COMP
 PY0538  MODELED GRAV-     980,015.3   (mgal)                       NAVD 88
 PY0538
 PY0538  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0538
 PY0538.The horizontal coordinates were scaled from a topographic map and have
 PY0538.an estimated accuracy of +/- 6 seconds.
 PY0538
 PY0538.The orthometric height was determined by differential leveling
 PY0538.and adjusted by the National Geodetic Survey in 1992..
 PY0538.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0538.rate of 0.0 thru 1.0 mm/km.
 PY0538
 PY0538.The geoid height was determined by GEOID03.
 PY0538
 PY0538.The dynamic height is computed by dividing the NAVD 88
 PY0538.geopotential number by the normal gravity value computed on the
 PY0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0538.degrees latitude (g = 980.6199 gals.).
 PY0538
 PY0538.The modeled gravity was interpolated from observed gravity values.
 PY0538
 PY0538;                    North         East    Units  Estimated Accuracy
 PY0538;SPC ID E     -   281,810.      225,710.      MT  (+/- 180 meters Scaled)
 PY0538
 PY0538                          SUPERSEDED SURVEY CONTROL
 PY0538
 PY0538  NGVD 29 (??/??/92) 1785.265  (m)         5857.16   (f) ADJ UNCH    1 2
 PY0538
 PY0538.Superseded values are not recommended for survey control.
 PY0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0538.See file dsdata.txt to determine how the superseded data were derived.
 PY0538
 PY0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP324947(NAD 83)
 PY0538_MARKER: DB = BENCH MARK DISK
 PY0538_SETTING: 66 = SET IN ROCK OUTCROP
 PY0538_SP_SET: LAVA OUTCROP
 PY0538_STAMPING: A 373 1967
 PY0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0538+STABILITY: POSITION/ELEVATION WELL
 PY0538
 PY0538  HISTORY     - Date     Condition        Report By
 PY0538  HISTORY     - 1967     MONUMENTED       CGS
 PY0538
 PY0538                          STATION DESCRIPTION
 PY0538
 PY0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0538'20.0 MI N FROM PARKER.
 PY0538'0.1 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT PARKER, THENCE
 PY0538'1.0 MILE WEST ALONG A COUNTY ROAD, THENCE 18.9 MILES NORTH ALONG A
 PY0538'COUNTY ROAD, AT A SMALL RISE IN THE ROAD, IN THE TOP OF A LARGE FLAT
 PY0538'LAVA OUTCROP PROJECTING ABOUT 1/2 FOOT, 75 FEET NORTHEAST OF THE
 PY0538'CENTER LINE OF THE ROAD, 25.1 FEET NORTHWEST OF A WITNESS POST, AND
 PY0538'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0140 ***********************************************************************
 PZ0140  DESIGNATION -  A 374
 PZ0140  PID         -  PZ0140
 PZ0140  STATE/COUNTY-  ID/CLARK
 PZ0140  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0140
 PZ0140                         *CURRENT SURVEY CONTROL
 PZ0140  ___________________________________________________________________
 PZ0140* NAD 83(1986)-  44 20 19.     (N)    112 10 31.     (W)     SCALED    
 PZ0140* NAVD 88     -      1788.994  (meters)    5869.39   (feet)  ADJUSTED  
 PZ0140  ___________________________________________________________________
 PZ0140  GEOID HEIGHT-         -10.24  (meters)                     GEOID03
 PZ0140  DYNAMIC HT  -        1788.056 (meters)    5866.31  (feet)  COMP
 PZ0140  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 PZ0140
 PZ0140  VERT ORDER  -  FIRST     CLASS II
 PZ0140
 PZ0140.The horizontal coordinates were scaled from a topographic map and have
 PZ0140.an estimated accuracy of +/- 6 seconds.
 PZ0140
 PZ0140.The orthometric height was determined by differential leveling
 PZ0140.and adjusted by the National Geodetic Survey in June 1991..
 PZ0140
 PZ0140.The geoid height was determined by GEOID03.
 PZ0140
 PZ0140.The dynamic height is computed by dividing the NAVD 88
 PZ0140.geopotential number by the normal gravity value computed on the
 PZ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0140.degrees latitude (g = 980.6199 gals.).
 PZ0140
 PZ0140.The modeled gravity was interpolated from observed gravity values.
 PZ0140
 PZ0140;                    North         East    Units  Estimated Accuracy
 PZ0140;SPC ID E     -   296,820.      199,310.      MT  (+/- 180 meters Scaled)
 PZ0140
 PZ0140                          SUPERSEDED SURVEY CONTROL
 PZ0140
 PZ0140  NGVD 29 (??/??/92) 1787.784  (m)         5865.42   (f) ADJ UNCH    1 2
 PZ0140
 PZ0140.Superseded values are not recommended for survey control.
 PZ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0140.See file dsdata.txt to determine how the superseded data were derived.
 PZ0140
 PZ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ063101(NAD 83)
 PZ0140_MARKER: DB = BENCH MARK DISK
 PZ0140_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0140_SP_SET: LAVA OUTCROP
 PZ0140_STAMPING: A 374 1967
 PZ0140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0140+STABILITY: POSITION/ELEVATION WELL
 PZ0140
 PZ0140  HISTORY     - Date     Condition        Report By
 PZ0140  HISTORY     - 1967     MONUMENTED       CGS
 PZ0140
 PZ0140                          STATION DESCRIPTION
 PZ0140
 PZ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PZ0140'1.4 MI S FROM SPENCER.
 PZ0140'1.4 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER, 1
 PZ0140'POLE SOUTH AND ACROSS THE RAILROAD FROM RAILROAD MILEPOLE 247, IN THE
 PZ0140'TOP OF A LAVA OUTCROP PROJECTING ABOUT 1/2 FOOT ABOVE THE GROUND, 63
 PZ0140'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 79.5 FEET WEST OF THE
 PZ0140'WEST RAIL OF THE UNION PACIFIC RAILROAD, 24.6 FEET EAST OF A FENCE, 45
 PZ0140'FEET SOUTHEAST OF TELEPHONE POLE 2275, AND ABOUT 1 FOOT LOWER THAN THE
 PZ0140'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0253 ***********************************************************************
 OY0253  DESIGNATION -  A 375
 OY0253  PID         -  OY0253
 OY0253  STATE/COUNTY-  ID/BANNOCK
 OY0253  USGS QUAD   -  FORT HALL (1971)
 OY0253
 OY0253                         *CURRENT SURVEY CONTROL
 OY0253  ___________________________________________________________________
 OY0253* NAD 83(1986)-  43 00 45.     (N)    112 26 25.     (W)     SCALED    
 OY0253* NAVD 88     -      1357.747  (meters)    4454.54   (feet)  ADJUSTED  
 OY0253  ___________________________________________________________________
 OY0253  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 OY0253  DYNAMIC HT  -        1357.001 (meters)    4452.09  (feet)  COMP
 OY0253  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 OY0253
 OY0253  VERT ORDER  -  FIRST     CLASS I
 OY0253
 OY0253.The horizontal coordinates were scaled from a topographic map and have
 OY0253.an estimated accuracy of +/- 6 seconds.
 OY0253
 OY0253.The orthometric height was determined by differential leveling
 OY0253.and adjusted by the National Geodetic Survey in June 1991..
 OY0253
 OY0253.The geoid height was determined by GEOID03.
 OY0253
 OY0253.The dynamic height is computed by dividing the NAVD 88
 OY0253.geopotential number by the normal gravity value computed on the
 OY0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0253.degrees latitude (g = 980.6199 gals.).
 OY0253
 OY0253.The modeled gravity was interpolated from observed gravity values.
 OY0253
 OY0253;                    North         East    Units  Estimated Accuracy
 OY0253;SPC ID E     -   149,520.      177,700.      MT  (+/- 180 meters Scaled)
 OY0253
 OY0253                          SUPERSEDED SURVEY CONTROL
 OY0253
 OY0253  NGVD 29 (08/20/92) 1356.708  (m)         4451.13   (f) ADJUSTED    1 1
 OY0253
 OY0253.Superseded values are not recommended for survey control.
 OY0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0253.See file dsdata.txt to determine how the superseded data were derived.
 OY0253
 OY0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN826632(NAD 83)
 OY0253_MARKER: DB = BENCH MARK DISK
 OY0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0253_STAMPING: A 375 1967
 OY0253_MARK LOGO: CGS   
 OY0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0253+STABILITY: SURFACE MOTION
 OY0253
 OY0253  HISTORY     - Date     Condition        Report By
 OY0253  HISTORY     - 1967     MONUMENTED       CGS
 OY0253  HISTORY     - 1972     GOOD             NGS
 OY0253  HISTORY     - 1983     GOOD             NGS
 OY0253
 OY0253                          STATION DESCRIPTION
 OY0253
 OY0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OY0253'1.15 MI S FROM FORT HALL.
 OY0253'1.15 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0253'SIGN AT FORT HALL, AT THE CROSSING OF AN ASPHALT ROAD EAST TO AN
 OY0253'INDIAN SCHOOL, 4 POLES SOUTH OF MILEPOLE 144.75, 47.1 FEET EAST OF THE
 OY0253'EAST RAIL, 29 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ASPHALT
 OY0253'ROAD, 47 FEET NORTH OF THE CENTER LINE OF A ROAD EAST, 10 1/2 FEET
 OY0253'NORTH OF A TELEPHONE POLE, 16 1/2 FEET NORTH OF A FENCE CORNER, 1.3
 OY0253'FEET WEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2
 OY0253'FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER
 OY0253'COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 48 FEET.  THE UPPER
 OY0253'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT
 OY0253'ABOVE THE GROUND.
 OY0253
 OY0253                          STATION RECOVERY (1972)
 OY0253
 OY0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 OY0253'RECOVERED IN GOOD CONDITION.
 OY0253
 OY0253                          STATION RECOVERY (1983)
 OY0253
 OY0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0253'RECOVERED IN GOOD CONDITION.  THE 1967 DESCRIPTION IS ADEQUATE WITH
 OY0253'THE FOLLOWING EXCEPTIONS, DELETE 4 POLES SOUTH OF MILEPOLE 144.75, 10
 OY0253'1/2 FEET NORTH OF A TELEPHONE POLE, 16 1/2 FEET NORTH OF A FENCE
 OY0253'CORNER, AND 1.3 FEET WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0271 ***********************************************************************
 NU0271  DESIGNATION -  A 376
 NU0271  PID         -  NU0271
 NU0271  STATE/COUNTY-  ID/BANNOCK
 NU0271  USGS QUAD   -  OXFORD (1968)
 NU0271
 NU0271                         *CURRENT SURVEY CONTROL
 NU0271  ___________________________________________________________________
 NU0271* NAD 83(1986)-  42 21 03.     (N)    112 02 42.     (W)     SCALED    
 NU0271* NAVD 88     -      1460.628  (meters)    4792.08   (feet)  ADJUSTED  
 NU0271  ___________________________________________________________________
 NU0271  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 NU0271  DYNAMIC HT  -        1459.666 (meters)    4788.92  (feet)  COMP
 NU0271  MODELED GRAV-     979,912.5   (mgal)                       NAVD 88
 NU0271
 NU0271  VERT ORDER  -  FIRST     CLASS I
 NU0271
 NU0271.The horizontal coordinates were scaled from a topographic map and have
 NU0271.an estimated accuracy of +/- 6 seconds.
 NU0271
 NU0271.The orthometric height was determined by differential leveling
 NU0271.and adjusted by the National Geodetic Survey in June 1991..
 NU0271
 NU0271.The geoid height was determined by GEOID03.
 NU0271
 NU0271.The dynamic height is computed by dividing the NAVD 88
 NU0271.geopotential number by the normal gravity value computed on the
 NU0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0271.degrees latitude (g = 980.6199 gals.).
 NU0271
 NU0271.The modeled gravity was interpolated from observed gravity values.
 NU0271
 NU0271;                    North         East    Units  Estimated Accuracy
 NU0271;SPC ID E     -    76,000.      210,020.      MT  (+/- 180 meters Scaled)
 NU0271
 NU0271                          SUPERSEDED SURVEY CONTROL
 NU0271
 NU0271  NGVD 29 (??/??/92) 1459.561  (m)         4788.58   (f) ADJ UNCH    1 1
 NU0271
 NU0271.Superseded values are not recommended for survey control.
 NU0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0271.See file dsdata.txt to determine how the superseded data were derived.
 NU0271
 NU0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM139892(NAD 83)
 NU0271_MARKER: DB = BENCH MARK DISK
 NU0271_SETTING: 66 = SET IN ROCK OUTCROP
 NU0271_SP_SET: ROCK LEDGE
 NU0271_STAMPING: A 376 1967
 NU0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0271+STABILITY: POSITION/ELEVATION WELL
 NU0271
 NU0271  HISTORY     - Date     Condition        Report By
 NU0271  HISTORY     - 1967     MONUMENTED       CGS
 NU0271
 NU0271                          STATION DESCRIPTION
 NU0271
 NU0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0271'3.4 MI NW FROM SWAN LAKE.
 NU0271'3.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 NU0271'OF A COUNTY ROAD AT SWAN LAKE, ABOUT 3-3/4 POLES NORTHWEST AND ACROSS
 NU0271'THE TRACK FROM MILEPOLE 88, ON THE SOUTHWEST SIDE OF A ROCKY KNOLL,
 NU0271'0.15 MILE SOUTHEAST OF U.S. HIGHWAY 91 OVERPASS. IN THE TOP OF A LEDGE
 NU0271'OF AN OUTCROP, 64.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 32 FEET
 NU0271'SOUTHWEST OF THE RAILROAD RIGHT-OF-WAY FENCE, 0.4 FOOT NORTHEAST OF
 NU0271'THE SOUTHWEST EDGE OF THE LEDGE, 11 FEET SOUTH OF A WITNESS POST, AND
 NU0271'ABOUT 11 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0200 ***********************************************************************
 PZ0200  DESIGNATION -  A 38
 PZ0200  PID         -  PZ0200
 PZ0200  STATE/COUNTY-  ID/CLARK
 PZ0200  USGS QUAD   -  BLUE DOME (1969)
 PZ0200
 PZ0200                         *CURRENT SURVEY CONTROL
 PZ0200  ___________________________________________________________________
 PZ0200* NAD 83(1992)-  44 14 09.97725(N)    112 58 50.86319(W)     ADJUSTED  
 PZ0200* NAVD 88     -      1976.365  (meters)    6484.12   (feet)  ADJUSTED  
 PZ0200  ___________________________________________________________________
 PZ0200  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 PZ0200  GEOID HEIGHT-         -10.58  (meters)                     GEOID03
 PZ0200  DYNAMIC HT  -        1975.159 (meters)    6480.17  (feet)  COMP
 PZ0200  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 PZ0200
 PZ0200  HORZ ORDER  -  SECOND
 PZ0200  VERT ORDER  -  SECOND    CLASS 0
 PZ0200
 PZ0200.The horizontal coordinates were established by classical geodetic methods
 PZ0200.and adjusted by the National Geodetic Survey in July 1992..
 PZ0200
 PZ0200.The orthometric height was determined by differential leveling
 PZ0200.and adjusted by the National Geodetic Survey in June 1991..
 PZ0200
 PZ0200.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0200
 PZ0200.The geoid height was determined by GEOID03.
 PZ0200
 PZ0200.The dynamic height is computed by dividing the NAVD 88
 PZ0200.geopotential number by the normal gravity value computed on the
 PZ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0200.degrees latitude (g = 980.6199 gals.).
 PZ0200
 PZ0200.The modeled gravity was interpolated from observed gravity values.
 PZ0200
 PZ0200;                    North         East     Units Scale Factor Converg.
 PZ0200;SPC ID E     -   285,750.839   134,964.703   MT  0.99999937   -0 34 04.7
 PZ0200;SPC ID C     -   285,933.697   581,417.493   MT  1.00002886   +0 42 39.8
 PZ0200;UTM  12      - 4,900,004.850   341,821.730   MT  0.99990772   -1 22 55.6
 PZ0200
 PZ0200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0200!SPC ID E     -   0.99969186  x   0.99999937  =   0.99969123
 PZ0200!SPC ID C     -   0.99969186  x   1.00002886  =   0.99972071
 PZ0200!UTM  12      -   0.99969186  x   0.99990772  =   0.99959961
 PZ0200
 PZ0200:                Primary Azimuth Mark                     Grid Az
 PZ0200:SPC ID E     -  COPPER MOUNTAIN                          120 40 37.6
 PZ0200:SPC ID C     -  COPPER MOUNTAIN                          119 23 53.1
 PZ0200:UTM  12      -  COPPER MOUNTAIN                          121 29 28.5
 PZ0200
 PZ0200|---------------------------------------------------------------------|
 PZ0200| PID    Reference Object                     Distance      Geod. Az  |
 PZ0200|                                                           dddmmss.s |
 PZ0200| PZ0697 COPPER MOUNTAIN                     APPROX.13.8 KM 1200632.9 |
 PZ0200| CN3936 A 38 AZ MK                                         1553653.7 |
 PZ0200| CN3937 A 38 RM 1                            19.543 METERS 16821     |
 PZ0200| PZ0748 DIAMOND PEAK                        APPROX.13.3 KM 2174833.8 |
 PZ0200| CN3938 A 38 RM 2                            24.458 METERS 28058     |
 PZ0200|---------------------------------------------------------------------|
 PZ0200
 PZ0200                          SUPERSEDED SURVEY CONTROL
 PZ0200
 PZ0200  NAD 83(1986)-  44 14 09.97362(N)    112 58 50.85617(W) AD(       ) 2
 PZ0200  NAD 27      -  44 14 10.30200(N)    112 58 47.83300(W) AD(       ) 2
 PZ0200  NGVD 29 (??/??/92) 1974.986  (m)         6479.60   (f) ADJ UNCH    2 0
 PZ0200
 PZ0200.Superseded values are not recommended for survey control.
 PZ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0200.See file dsdata.txt to determine how the superseded data were derived.
 PZ0200
 PZ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ4182200005(NAD 83)
 PZ0200_MARKER: DB = BENCH MARK DISK
 PZ0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0200_STAMPING: A 38 1934
 PZ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0200+STABILITY: SURFACE MOTION
 PZ0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0200+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 PZ0200
 PZ0200  HISTORY     - Date     Condition        Report By
 PZ0200  HISTORY     - 1934     MONUMENTED       CGS
 PZ0200  HISTORY     - 1950     GOOD             CGS
 PZ0200  HISTORY     - 1950     GOOD             NGS
 PZ0200  HISTORY     - 1956     GOOD             USGS
 PZ0200  HISTORY     - 19990601 GOOD             IDTD
 PZ0200
 PZ0200                          STATION DESCRIPTION
 PZ0200
 PZ0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PZ0200'6.6 MI SE FROM NICHOLIA.
 PZ0200'IN CLARK COUNTY, ABOUT 6.6 MILES SOUTHEAST ALONG THE GILMORE-KAUFMAN
 PZ0200'ROAD FROM NICHOLIA (NICHOLS RANCH), LEMHI COUNTY, ABOUT 0.6 MILE
 PZ0200'NORTHWEST OF A BRIDGE OVER BIRCH CREEK, ABOUT 420 FEET NORTHWEST OF A
 PZ0200'ROAD LEADING TO THE KAUFMAN RANGER STATION, ON THE SOUTH SLOPE OF
 PZ0200'JOHNSONS BAR, AND 43 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD. A
 PZ0200'STANDARD DISK, STAMPED A 38 1934 AND SET IN THE TOP OF A CONCRETE
 PZ0200'POST.
 PZ0200
 PZ0200                          STATION RECOVERY (1950)
 PZ0200
 PZ0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0200'THE STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF A GRAVEL
 PZ0200'ROAD THAT PARALLELS STATE HIGHWAY 28.  IT IS ABOUT 6.5 MILES
 PZ0200'AIRLINE NORTHWEST OF THE BIRCH CREEK INN AND BLUE DOME CAFE,
 PZ0200'ABOUT 39 MILES AIRLINE SOUTHEAST OF LEADORE, AND JUST NORTH
 PZ0200'OF THE BUTTE-LEMHI COUNTY LINE.
 PZ0200'
 PZ0200'THE STATION IS 80 YARDS SOUTHWEST OF THE CENTER LINE OF
 PZ0200'STATE HIGHWAY 28, 11-1/2 FEET SOUTH OF A WHITE WITNESS POST,
 PZ0200'AND 24 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD.
 PZ0200'IT IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A 6-INCH
 PZ0200'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 PZ0200'THE DISK IS STAMPED--A 38 1934.
 PZ0200'
 PZ0200'REFERENCE MARK NUMBER ONE IS 31 FEET SOUTHWEST OF THE CENTER
 PZ0200'LINE OF THE GRAVEL ROAD AND ABOUT 1-1/4 FEET LOWER THAN THE
 PZ0200'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 PZ0200'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  THE DISK IS
 PZ0200'STAMPED--BM A 38 NO 1 1950.
 PZ0200'
 PZ0200'REFERENCE MARK NUMBER TWO IS 93 FEET SOUTHWEST OF THE CENTER
 PZ0200'LINE OF THE GRAVEL ROAD AND ABOUT 2 FEET HIGHER THAN THE STATION.
 PZ0200'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 PZ0200'CONCRETE POST THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED--BM
 PZ0200'A 38 NO 2 1950.
 PZ0200'
 PZ0200'THE AZIMUTH MARK IS 129 FEET WEST OF THE CENTER LINE OF STATE
 PZ0200'HIGHWAY 28, 5 FEET WEST-NORTHWEST OF A FENCE CORNER, AND 0.1 MILE
 PZ0200'NORTH-NORTHWEST OF A BRIDGE OVER BIRCH CREEK.  IT IS A STANDARD
 PZ0200'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 PZ0200'PROJECTS 4 INCHES.  THE DISK IS STAMPED--BM A 38 1950.  TO
 PZ0200'REACH THE MARK FROM THE STATION GO SOUTH-SOUTHEAST ON THE
 PZ0200'GRAVEL ROAD FOR 0.45 MILE TO A FENCE CORNER AND THE MARK
 PZ0200'ON THE RIGHT.
 PZ0200'
 PZ0200'TO REACH THE STATION FROM THE POST OFFICE IN TERRETON GO
 PZ0200'NORTHWESTERLY ON STATE HIGHWAY 28 FOR 33.7 MILES TO THE BLUE
 PZ0200'DOME CAFE ON THE RIGHT.  CONTINUE, NORTHWEST, ON THE HIGHWAY
 PZ0200'FOR 5.75 MILES TO A BRIDGE OVER BIRCH CREEK AND A GRAVEL
 PZ0200'ROAD TO THE LEFT.  TURN LEFT, NORTHWEST, AND GO 0.5 MILE
 PZ0200'TO THE STATION ON THE LEFT.
 PZ0200'
 PZ0200'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
 PZ0200
 PZ0200                          STATION RECOVERY (1950)
 PZ0200
 PZ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 PZ0200'RECOVERED IN GOOD CONDITION.
 PZ0200
 PZ0200                          STATION RECOVERY (1956)
 PZ0200
 PZ0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0200'STATION FOUND AS DESCRIBED, ALL MARKS FOUND IN
 PZ0200'GOOD CONDITION.
 PZ0200'
 PZ0200'STATION MARK--A STANDARD BENCH MARK DISK SET IN THE TOP OF A 6-IN.
 PZ0200'SQUARE CONCRETE POST THAT PROJECTS 6 IN. ABOVE THE GROUND.  THE DISK
 PZ0200'IS STAMPED---A 38 1934---.
 PZ0200
 PZ0200                          STATION RECOVERY (1999)
 PZ0200
 PZ0200'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0200'FROM THE SH-28 AND SH-22 JUNCTION, GO NW ON SH-28 FOR 33.66 KM TO A
 PZ0200'BRIDGE OVER BIRCH CREEK, CONTINUE FOR 0.673 KM TO MP 51.938.  TURN
 PZ0200'LEFT (WEST) AND GO THROUGH GATE FOR 110 M, TURN RIGHT (NORTH) AND STAY
 PZ0200'RIGHT, GO FOR 170 M TO THE MARK ON THE LEFT.  IT IS 7.4 M WEST OF THE
 PZ0200'DIRT ROAD CENTER, AND 1.3 M EAST OF A WP.  BLM LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0639 ***********************************************************************
 TO0639  DESIGNATION -  A 381
 TO0639  PID         -  TO0639
 TO0639  STATE/COUNTY-  ID/BOUNDARY
 TO0639  USGS QUAD   -  CURLEY CREEK (1983)
 TO0639
 TO0639                         *CURRENT SURVEY CONTROL
 TO0639  ___________________________________________________________________
 TO0639* NAD 83(1986)-  48 38 07.     (N)    116 03 07.     (W)     SCALED    
 TO0639* NAVD 88     -       678.253  (meters)    2225.24   (feet)  ADJUSTED  
 TO0639  ___________________________________________________________________
 TO0639  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 TO0639  DYNAMIC HT  -         678.317 (meters)    2225.45  (feet)  COMP
 TO0639  MODELED GRAV-     980,682.6   (mgal)                       NAVD 88
 TO0639
 TO0639  VERT ORDER  -  FIRST     CLASS II
 TO0639
 TO0639.The horizontal coordinates were scaled from a topographic map and have
 TO0639.an estimated accuracy of +/- 6 seconds.
 TO0639
 TO0639.The orthometric height was determined by differential leveling
 TO0639.and adjusted by the National Geodetic Survey in June 1991..
 TO0639
 TO0639.The geoid height was determined by GEOID03.
 TO0639
 TO0639.The dynamic height is computed by dividing the NAVD 88
 TO0639.geopotential number by the normal gravity value computed on the
 TO0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0639.degrees latitude (g = 980.6199 gals.).
 TO0639
 TO0639.The modeled gravity was interpolated from observed gravity values.
 TO0639
 TO0639;                    North         East    Units  Estimated Accuracy
 TO0639;SPC ID W     -   774,450.      777,750.      MT  (+/- 180 meters Scaled)
 TO0639
 TO0639                          SUPERSEDED SURVEY CONTROL
 TO0639
 TO0639.No superseded survey control is available for this station.
 TO0639
 TO0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP698873(NAD 83)
 TO0639_MARKER: DB = BENCH MARK DISK
 TO0639_SETTING: 66 = SET IN ROCK OUTCROP
 TO0639_SP_SET: ROCK OUTCROP
 TO0639_STAMPING: A 381 1980
 TO0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0639+STABILITY: POSITION/ELEVATION WELL
 TO0639
 TO0639  HISTORY     - Date     Condition        Report By
 TO0639  HISTORY     - 1980     MONUMENTED       NGS
 TO0639
 TO0639                          STATION DESCRIPTION
 TO0639
 TO0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0639'30.0 KM SE FROM BONNERS FERRY.
 TO0639'4.7 KILOMETERS (2.9 MILES) NORTH ALONG US HIGHWAYS 2 AND 95 FROM THE
 TO0639'POST OFFICE IN BONNERS FERRY, THENCE 25.3 KILOMETERS (15.65 MILES)
 TO0639'SOUTHEAST ALONG US HIGHWAY 2, 0.3 KILOMETER (0.2 MILE) NORTHWEST OF
 TO0639'THE IDAHO-MONTANA STATE LINE, SET IN TOP OF A LEDGE 23.8 METERS
 TO0639'(78.0 FEET) SOUTHEAST OF THE NORTHWEST END OF A LARGE BEDROCK HIGHWAY
 TO0639'CUT, 9.6 METERS (31.5 FEET) NORTHEAST OF THE CENTERLINE OF THE
 TO0639'HIGHWAY, 0.5 METER (1.6 FEET) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 TO0639'LEDGE, 0.1
 TO0639'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 TO0639'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0607 ***********************************************************************
 TO0607  DESIGNATION -  A 382
 TO0607  PID         -  TO0607
 TO0607  STATE/COUNTY-  ID/BOUNDARY
 TO0607  USGS QUAD   -  RITZ (1996)
 TO0607
 TO0607                         *CURRENT SURVEY CONTROL
 TO0607  ___________________________________________________________________
 TO0607* NAD 83(1986)-  48 45 11.     (N)    116 17 17.     (W)     SCALED    
 TO0607* NAVD 88     -       712.125  (meters)    2336.36   (feet)  ADJUSTED  
 TO0607  ___________________________________________________________________
 TO0607  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 TO0607  DYNAMIC HT  -         712.196 (meters)    2336.60  (feet)  COMP
 TO0607  MODELED GRAV-     980,686.9   (mgal)                       NAVD 88
 TO0607
 TO0607  VERT ORDER  -  FIRST     CLASS II
 TO0607
 TO0607.The horizontal coordinates were scaled from a topographic map and have
 TO0607.an estimated accuracy of +/- 6 seconds.
 TO0607
 TO0607.The orthometric height was determined by differential leveling
 TO0607.and adjusted by the National Geodetic Survey in June 1991..
 TO0607
 TO0607.The geoid height was determined by GEOID03.
 TO0607
 TO0607.The dynamic height is computed by dividing the NAVD 88
 TO0607.geopotential number by the normal gravity value computed on the
 TO0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0607.degrees latitude (g = 980.6199 gals.).
 TO0607
 TO0607.The modeled gravity was interpolated from observed gravity values.
 TO0607
 TO0607;                    North         East    Units  Estimated Accuracy
 TO0607;SPC ID W     -   787,640.      760,440.      MT  (+/- 180 meters Scaled)
 TO0607
 TO0607                          SUPERSEDED SURVEY CONTROL
 TO0607
 TO0607.No superseded survey control is available for this station.
 TO0607
 TO0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ523002(NAD 83)
 TO0607_MARKER: I = METAL ROD
 TO0607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0607_SP_SET: STAINLESS STEEL ROD
 TO0607_STAMPING: A 382 1980
 TO0607_MARK LOGO: NGS   
 TO0607_PROJECTION: FLUSH
 TO0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0607_ROD/PIPE-DEPTH: 6.0  meters
 TO0607
 TO0607  HISTORY     - Date     Condition        Report By
 TO0607  HISTORY     - 1980     MONUMENTED       NGS
 TO0607
 TO0607                          STATION DESCRIPTION
 TO0607
 TO0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0607'7.3 KM NORTH FROM BONNERS FERRY.
 TO0607'7.3 KILOMETERS (4.5 MILES) NORTH ALONG U.S. HIGHWAY 95 FROM THE POST
 TO0607'OFFICE IN BONNERS FERRY, AT THE T JUNCTION OF WHEELER ROAD, DIRECTLY
 TO0607'ACROSS THE HIGHWAY FROM THE SOUTH END OF A HOP FIELD, 17.1 METERS
 TO0607'(56.0 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 16.1 METERS (53.0
 TO0607'FEET) SOUTHEAST OF HIGHWAY MILEPOST 512, 12.2 METERS (40.0 FEET)
 TO0607'NORTH OF THE CENTERLINE OF WHEELER ROAD, 3.3 METERS (10.8 FEET)
 TO0607'NORTHEAST OF AN UNDERGROUND CABLE BOX.
 TO0607'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 TO0607'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0525 ***********************************************************************
 TO0525  DESIGNATION -  A 383
 TO0525  PID         -  TO0525
 TO0525  STATE/COUNTY-  ID/BOUNDARY
 TO0525  USGS QUAD   -  BONNERS FERRY (1996)
 TO0525
 TO0525                         *CURRENT SURVEY CONTROL
 TO0525  ___________________________________________________________________
 TO0525* NAD 83(1986)-  48 41 08.     (N)    116 19 13.     (W)     SCALED    
 TO0525* NAVD 88     -       580.037  (meters)    1903.00   (feet)  ADJUSTED  
 TO0525  ___________________________________________________________________
 TO0525  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TO0525  DYNAMIC HT  -         580.103 (meters)    1903.22  (feet)  COMP
 TO0525  MODELED GRAV-     980,706.9   (mgal)                       NAVD 88
 TO0525
 TO0525  VERT ORDER  -  FIRST     CLASS II
 TO0525
 TO0525.The horizontal coordinates were scaled from a topographic map and have
 TO0525.an estimated accuracy of +/- 6 seconds.
 TO0525
 TO0525.The orthometric height was determined by differential leveling
 TO0525.and adjusted by the National Geodetic Survey in June 1991..
 TO0525
 TO0525.The geoid height was determined by GEOID03.
 TO0525
 TO0525.The dynamic height is computed by dividing the NAVD 88
 TO0525.geopotential number by the normal gravity value computed on the
 TO0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0525.degrees latitude (g = 980.6199 gals.).
 TO0525
 TO0525.The modeled gravity was interpolated from observed gravity values.
 TO0525
 TO0525;                    North         East    Units  Estimated Accuracy
 TO0525;SPC ID W     -   780,150.      758,010.      MT  (+/- 180 meters Scaled)
 TO0525
 TO0525                          SUPERSEDED SURVEY CONTROL
 TO0525
 TO0525.No superseded survey control is available for this station.
 TO0525
 TO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP500927(NAD 83)
 TO0525_MARKER: I = METAL ROD
 TO0525_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0525_SP_SET: STAINLESS STEEL ROD
 TO0525_STAMPING: A 383 1980
 TO0525_PROJECTION: RECESSED 3 CENTIMETERS
 TO0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0525_ROD/PIPE-DEPTH: 4.0  meters
 TO0525
 TO0525  HISTORY     - Date     Condition        Report By
 TO0525  HISTORY     - 1980     MONUMENTED       NGS
 TO0525
 TO0525                          STATION DESCRIPTION
 TO0525
 TO0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0525'1.6 KM SOUTH FROM BONNERS FERRY.
 TO0525'1.6 KILOMETERS (1.0 MILE) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0525'POST OFFICE IN BONNERS FERRY, THENCE ONE BLOCK NORTH ALONG CODY
 TO0525'STREET, SET IN THE SOUTHEAST CORNER OF THE FRONT LAWN OF THE TRINITY
 TO0525'LUTHERAN CHURCH, 24.5 METERS (80.3 FEET) NORTH OF THE CENTERLINE OF
 TO0525'STEPHENS STREET, 14.6 METERS (47.9 FEET) WEST OF THE CENTERLINE OF
 TO0525'CODY STREET, 3.1 METERS (10.3 FEET) SOUTHEAST OF THE CHURCH SIGN IN
 TO0525'THE FRONT LAWN, 1.0 METER (3.3 FEET) NORTH OF THE NORTH EDGE OF THE
 TO0525'EAST-WEST SIDEWALK, 1.0 METER (3.3 FEET) WEST OF THE WEST EDGE OF THE
 TO0525'NORTH-SOUTH SIDEWALK.
 TO0525'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0557 ***********************************************************************
 TO0557  DESIGNATION -  A 384
 TO0557  PID         -  TO0557
 TO0557  STATE/COUNTY-  ID/BONNER
 TO0557  USGS QUAD   -  SANDPOINT (1996)
 TO0557
 TO0557                         *CURRENT SURVEY CONTROL
 TO0557  ___________________________________________________________________
 TO0557* NAD 83(1986)-  48 18 51.     (N)    116 32 15.     (W)     SCALED    
 TO0557* NAVD 88     -       648.909  (meters)    2128.96   (feet)  ADJUSTED  
 TO0557  ___________________________________________________________________
 TO0557  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TO0557  DYNAMIC HT  -         648.961 (meters)    2129.13  (feet)  COMP
 TO0557  MODELED GRAV-     980,671.1   (mgal)                       NAVD 88
 TO0557
 TO0557  VERT ORDER  -  FIRST     CLASS II
 TO0557
 TO0557.The horizontal coordinates were scaled from a topographic map and have
 TO0557.an estimated accuracy of +/- 6 seconds.
 TO0557
 TO0557.The orthometric height was determined by differential leveling
 TO0557.and adjusted by the National Geodetic Survey in June 1991..
 TO0557
 TO0557.The geoid height was determined by GEOID03.
 TO0557
 TO0557.The dynamic height is computed by dividing the NAVD 88
 TO0557.geopotential number by the normal gravity value computed on the
 TO0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0557.degrees latitude (g = 980.6199 gals.).
 TO0557
 TO0557.The modeled gravity was interpolated from observed gravity values.
 TO0557
 TO0557;                    North         East    Units  Estimated Accuracy
 TO0557;SPC ID W     -   739,000.      741,590.      MT  (+/- 180 meters Scaled)
 TO0557
 TO0557                          SUPERSEDED SURVEY CONTROL
 TO0557
 TO0557.No superseded survey control is available for this station.
 TO0557
 TO0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP342513(NAD 83)
 TO0557_MARKER: I = METAL ROD
 TO0557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0557_SP_SET: STAINLESS STEEL ROD
 TO0557_STAMPING: A 384 1980
 TO0557_MARK LOGO: NGS   
 TO0557_PROJECTION: FLUSH
 TO0557_MAGNETIC: I = MARKER IS A STEEL ROD
 TO0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TO0557+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 TO0557_ROD/PIPE-DEPTH: 6.0  meters
 TO0557
 TO0557  HISTORY     - Date     Condition        Report By
 TO0557  HISTORY     - 1980     MONUMENTED       NGS
 TO0557  HISTORY     - 19930817 GOOD             NGS
 TO0557
 TO0557                          STATION DESCRIPTION
 TO0557
 TO0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0557'4.5 KM NORTH FROM SANDPOINT.
 TO0557'4.5 KILOMETERS (2.8 MILES) NORTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0557'SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, 0.1 KILOMETER
 TO0557'(0.05 MILE) SOUTH OF THE SOUTH END OF A DOWN GRADE TO THE NORTH, IN
 TO0557'LINE WITH A ROW OF POWER LINE POLES, 11.4 METERS (37.4 FEET) EAST
 TO0557'OF THE CENTERLINE OF THE HIGHWAY, 1.6 METERS (5.3 FEET) NORTH OF A
 TO0557'T JUNCTION POWER LINE POLE NUMBER 020360, 0.7 METER (2.3 FEET) WEST
 TO0557'OF A BARBED WIRE FENCE LINE.
 TO0557'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 TO0557'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 TO0557
 TO0557                          STATION RECOVERY (1993)
 TO0557
 TO0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 TO0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1185 ***********************************************************************
 TO1185  DESIGNATION -  A 384 RESET
 TO1185  PID         -  TO1185
 TO1185  STATE/COUNTY-  ID/BONNER
 TO1185  USGS QUAD   -  SANDPOINT (1996)
 TO1185
 TO1185                         *CURRENT SURVEY CONTROL
 TO1185  ___________________________________________________________________
 TO1185* NAD 83(1986)-  48 18 51.     (N)    116 32 14.     (W)     SCALED    
 TO1185* NAVD 88     -       649.14   (meters)    2129.7    (feet)  RESET     
 TO1185  ___________________________________________________________________
 TO1185  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 TO1185
 TO1185  VERT ORDER  -  THIRD
 TO1185
 TO1185.The horizontal coordinates were scaled from a topographic map and have
 TO1185.an estimated accuracy of +/- 6 seconds.
 TO1185
 TO1185.The orthometric height was computed from unverified reset data.
 TO1185.No vertical observational check was made to the station.
 TO1185
 TO1185.The geoid height was determined by GEOID03.
 TO1185
 TO1185;                    North         East    Units  Estimated Accuracy
 TO1185;SPC ID W     -   739,000.      741,620.      MT  (+/- 180 meters Scaled)
 TO1185
 TO1185                          SUPERSEDED SURVEY CONTROL
 TO1185
 TO1185.No superseded survey control is available for this station.
 TO1185
 TO1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP343513(NAD 83)
 TO1185_MARKER: DV = VERTICAL CONTROL DISK
 TO1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1185_SP_SET: CONCRETE POST
 TO1185_STAMPING: A 384 RESET 1993
 TO1185_MARK LOGO: NGS   
 TO1185_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1185+STABILITY: SURFACE MOTION
 TO1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO1185+SATELLITE: SATELLITE OBSERVATIONS - 1993
 TO1185
 TO1185  HISTORY     - Date     Condition        Report By
 TO1185  HISTORY     - 1993     MONUMENTED       NGS
 TO1185
 TO1185                          STATION DESCRIPTION
 TO1185
 TO1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 TO1185'FROM THE JUNCTION OF U.S. HIGHWAYS 2, 95 AND STATE ROUTE 200 1.6 KM
 TO1185'(1.0 MI) NORTH OF SANDPOINT.  GO NORTH ON U.S. HIGHWAYS 2 AND 95 FOR
 TO1185'2.8 KM (1.7 MI) TO THE MARK ON THE RIGHT.  LOCATED 29.0 M (95.1 FT)
 TO1185'EAST OF THE NEW PROPOSED CENTERLINE, 29.3 M (96.1 FT) NORTH OF THE
 TO1185'NORTHWEST CORNER OF A CHAIN LINK FENCE AROUND THE SANDPOINT BUILDERS
 TO1185'SUPPLY, 17.8 M (58.4 FT) EAST OF BENCH MARK A 384 AND 0.6 M (2.0 FT)
 TO1185'WEST OF THE NEW RIGHT-OF-WAY (STAKE 95+50) AND A FIBERGLASS WITNESS
 TO1185'POST, SET FLUSH WITH THE GROUND AND SET 1.0 METER DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0526 ***********************************************************************
 TO0526  DESIGNATION -  A 385
 TO0526  PID         -  TO0526
 TO0526  STATE/COUNTY-  ID/BOUNDARY
 TO0526  USGS QUAD   -  BONNERS FERRY (1996)
 TO0526
 TO0526                         *CURRENT SURVEY CONTROL
 TO0526  ___________________________________________________________________
 TO0526* NAD 83(1986)-  48 39 42.     (N)    116 20 17.     (W)     SCALED    
 TO0526* NAVD 88     -       575.366  (meters)    1887.68   (feet)  ADJUSTED  
 TO0526  ___________________________________________________________________
 TO0526  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TO0526  DYNAMIC HT  -         575.424 (meters)    1887.87  (feet)  COMP
 TO0526  MODELED GRAV-     980,694.1   (mgal)                       NAVD 88
 TO0526
 TO0526  VERT ORDER  -  FIRST     CLASS II
 TO0526
 TO0526.The horizontal coordinates were scaled from a topographic map and have
 TO0526.an estimated accuracy of +/- 6 seconds.
 TO0526
 TO0526.The orthometric height was determined by differential leveling
 TO0526.and adjusted by the National Geodetic Survey in June 1991..
 TO0526
 TO0526.The geoid height was determined by GEOID03.
 TO0526
 TO0526.The dynamic height is computed by dividing the NAVD 88
 TO0526.geopotential number by the normal gravity value computed on the
 TO0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0526.degrees latitude (g = 980.6199 gals.).
 TO0526
 TO0526.The modeled gravity was interpolated from observed gravity values.
 TO0526
 TO0526;                    North         East    Units  Estimated Accuracy
 TO0526;SPC ID W     -   777,500.      756,680.      MT  (+/- 180 meters Scaled)
 TO0526
 TO0526                          SUPERSEDED SURVEY CONTROL
 TO0526
 TO0526.No superseded survey control is available for this station.
 TO0526
 TO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP487900(NAD 83)
 TO0526_MARKER: I = METAL ROD
 TO0526_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TO0526_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TO0526_STAMPING: A 385 1980
 TO0526_PROJECTION: FLUSH
 TO0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0526+STABILITY: POSITION/ELEVATION WELL
 TO0526_ROD/PIPE-DEPTH: 9.7  meters
 TO0526_SLEEVE-DEPTH  : 7.8 meters
 TO0526
 TO0526  HISTORY     - Date     Condition        Report By
 TO0526  HISTORY     - 1980     MONUMENTED       NGS
 TO0526
 TO0526                          STATION DESCRIPTION
 TO0526
 TO0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0526'5.1 KM SOUTH FROM BONNERS FERRY.
 TO0526'5.1 KILOMETERS (3.1 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0526'POST OFFICE IN BONNERS FERRY, AT THE JUNCTION OF COUNTY ROAD 2, 26.6
 TO0526'METERS (87.0 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.6
 TO0526'METERS (8.5 FEET) SOUTHEAST OF AN UNDERGROUND CABLE BOX AND MARKER,
 TO0526'1.8 METERS (6.0 FEET) NORTHEAST OF THE NORTHEAST END OF A STEEL
 TO0526'GUARDRAIL.
 TO0526'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 TO0526'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0685 ***********************************************************************
 TO0685  DESIGNATION -  A 386
 TO0685  PID         -  TO0685
 TO0685  STATE/COUNTY-  ID/BONNER
 TO0685  USGS QUAD   -  LACLEDE (1996)
 TO0685
 TO0685                         *CURRENT SURVEY CONTROL
 TO0685  ___________________________________________________________________
 TO0685* NAD 83(1986)-  48 08 54.     (N)    116 50 07.     (W)     SCALED    
 TO0685* NAVD 88     -       653.987  (meters)    2145.62   (feet)  ADJUSTED  
 TO0685  ___________________________________________________________________
 TO0685  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TO0685  DYNAMIC HT  -         654.050 (meters)    2145.83  (feet)  COMP
 TO0685  MODELED GRAV-     980,685.7   (mgal)                       NAVD 88
 TO0685
 TO0685  VERT ORDER  -  FIRST     CLASS II
 TO0685
 TO0685.The horizontal coordinates were scaled from a topographic map and have
 TO0685.an estimated accuracy of +/- 6 seconds.
 TO0685
 TO0685.The orthometric height was determined by differential leveling
 TO0685.and adjusted by the National Geodetic Survey in June 1991..
 TO0685
 TO0685.The geoid height was determined by GEOID03.
 TO0685
 TO0685.The dynamic height is computed by dividing the NAVD 88
 TO0685.geopotential number by the normal gravity value computed on the
 TO0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0685.degrees latitude (g = 980.6199 gals.).
 TO0685
 TO0685.The modeled gravity was interpolated from observed gravity values.
 TO0685
 TO0685;                    North         East    Units  Estimated Accuracy
 TO0685;SPC ID W     -   720,830.      719,250.      MT  (+/- 180 meters Scaled)
 TO0685
 TO0685                          SUPERSEDED SURVEY CONTROL
 TO0685
 TO0685.No superseded survey control is available for this station.
 TO0685
 TO0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP122328(NAD 83)
 TO0685_MARKER: DB = BENCH MARK DISK
 TO0685_SETTING: 66 = SET IN ROCK OUTCROP
 TO0685_SP_SET: ROCK OUTCROP
 TO0685_STAMPING: A 386 1980
 TO0685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0685+STABILITY: POSITION/ELEVATION WELL
 TO0685
 TO0685  HISTORY     - Date     Condition        Report By
 TO0685  HISTORY     - 1980     MONUMENTED       NGS
 TO0685
 TO0685                          STATION DESCRIPTION
 TO0685
 TO0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0685'7.6 KM SE FROM PRIEST RIVER.
 TO0685'7.6 KILOMETERS (4.75 MILES) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE
 TO0685'JUNIOR HIGHSCHOOL IN PRIEST RIVER, ALSO 29.8 KILOMETERS (18.5 MILES)
 TO0685'SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE SPOKANE INTERNATIONAL RAILWAY
 TO0685'DEPOT IN SANDPOINT, 0.6 KILOMETER (0.4 MILE) WEST OF HIGHWAY MILEPOST
 TO0685'11, SET IN TOP OF AND AT THE EAST END OF A BEDROCK HIGHWAY CUT AND
 TO0685'TURNOUT, 13.1 METERS (43.0 FEET) SOUTH OF THE CENTERLINE OF THE
 TO0685'HIGHWAY, 5.5 METERS (18.0 FEET) WEST OF THE WEST END OF A STEEL
 TO0685'GUARDRAIL.
 TO0685'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TO0685'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0594 ***********************************************************************
 TO0594  DESIGNATION -  A 387
 TO0594  PID         -  TO0594
 TO0594  STATE/COUNTY-  ID/BONNER
 TO0594  USGS QUAD   -  TROUT PEAK (1989)
 TO0594
 TO0594                         *CURRENT SURVEY CONTROL
 TO0594  ___________________________________________________________________
 TO0594* NAD 83(1986)-  48 18 05.     (N)    116 22 02.     (W)     SCALED    
 TO0594* NAVD 88     -       635.100  (meters)    2083.66   (feet)  ADJUSTED  
 TO0594  ___________________________________________________________________
 TO0594  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TO0594  DYNAMIC HT  -         635.143 (meters)    2083.80  (feet)  COMP
 TO0594  MODELED GRAV-     980,659.4   (mgal)                       NAVD 88
 TO0594
 TO0594  VERT ORDER  -  FIRST     CLASS II
 TO0594
 TO0594.The horizontal coordinates were scaled from a topographic map and have
 TO0594.an estimated accuracy of +/- 6 seconds.
 TO0594
 TO0594.The orthometric height was determined by differential leveling
 TO0594.and adjusted by the National Geodetic Survey in June 1991..
 TO0594
 TO0594.The geoid height was determined by GEOID03.
 TO0594
 TO0594.The dynamic height is computed by dividing the NAVD 88
 TO0594.geopotential number by the normal gravity value computed on the
 TO0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0594.degrees latitude (g = 980.6199 gals.).
 TO0594
 TO0594.The modeled gravity was interpolated from observed gravity values.
 TO0594
 TO0594;                    North         East    Units  Estimated Accuracy
 TO0594;SPC ID W     -   737,460.      754,210.      MT  (+/- 180 meters Scaled)
 TO0594
 TO0594                          SUPERSEDED SURVEY CONTROL
 TO0594
 TO0594.No superseded survey control is available for this station.
 TO0594
 TO0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP469499(NAD 83)
 TO0594_MARKER: DB = BENCH MARK DISK
 TO0594_SETTING: 66 = SET IN ROCK OUTCROP
 TO0594_SP_SET: ROCK OUTCROP
 TO0594_STAMPING: A 387 1980
 TO0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0594+STABILITY: POSITION/ELEVATION WELL
 TO0594
 TO0594  HISTORY     - Date     Condition        Report By
 TO0594  HISTORY     - 1980     MONUMENTED       NGS
 TO0594
 TO0594                          STATION DESCRIPTION
 TO0594
 TO0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0594'8.8 KM NW FROM EAST HOPE.
 TO0594'8.8 KILOMETERS (5.45 MILE) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 TO0594'THE PUBLIC SCHOOL IN EAST HOPE, 0.7 KILOMETER (0.45 MILE) NORTHWEST
 TO0594'OF HIGHWAY MILEPOST 41, SET IN TOP OF A SLOPING GRANITE OUTCROP
 TO0594'FORMING A POINT TOWARD THE HIGHWAY, 7.0 METERS (23.0 FEET) NORTHEAST
 TO0594'OF THE CENTERLINE OF THE HIGHWAY, 36.3 METERS (119 FEET) SOUTHEAST
 TO0594'OF THE CENTERLINE OF A GRAVEL ROAD LEADING EAST TO A FRAME HOUSE,
 TO0594'24.0 METERS (79.0 FEET) SOUTHEAST OF THE NORTHWEST END OF A LONG
 TO0594'HIGHWAY CUT, 8.5 METERS (27.8 FEET) NORTHWEST OF THE NORTHWEST TRUNK
 TO0594'OF A SMALL TWIN POPLAR TREE GROWING OUT OF THE CUT, 0.5 METERS (1.7
 TO0594'FEET) NORTHEAST OF THE TOP EDGE OF THE POINT OF ROCK, 0.25 METER (0.85
 TO0594'FOOT) NORTH OF THE SOUTH EDGE OF THE ROCK, 0.3 METER (1.0 FOOT) EAST
 TO0594'OF THE WEST EDGE OF THE ROCK.
 TO0594'THE MARK IS 0.35 METERS  SW FROM A WITNESS POST.
 TO0594'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0803 ***********************************************************************
 RY0803  DESIGNATION -  A 388
 RY0803  PID         -  RY0803
 RY0803  STATE/COUNTY-  ID/IDAHO
 RY0803  USGS QUAD   -  ROCKY POINT (1994)
 RY0803
 RY0803                         *CURRENT SURVEY CONTROL
 RY0803  ___________________________________________________________________
 RY0803* NAD 83(1986)-  46 31 36.     (N)    114 40 41.     (W)     SCALED    
 RY0803* NAVD 88     -      1093.623  (meters)    3587.99   (feet)  ADJUSTED  
 RY0803  ___________________________________________________________________
 RY0803  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 RY0803  DYNAMIC HT  -        1093.373 (meters)    3587.17  (feet)  COMP
 RY0803  MODELED GRAV-     980,349.1   (mgal)                       NAVD 88
 RY0803
 RY0803  VERT ORDER  -  FIRST     CLASS II
 RY0803
 RY0803.The horizontal coordinates were scaled from a topographic map and have
 RY0803.an estimated accuracy of +/- 6 seconds.
 RY0803
 RY0803.The orthometric height was determined by differential leveling
 RY0803.and adjusted by the National Geodetic Survey in June 1991..
 RY0803
 RY0803.The geoid height was determined by GEOID03.
 RY0803
 RY0803.The dynamic height is computed by dividing the NAVD 88
 RY0803.geopotential number by the normal gravity value computed on the
 RY0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0803.degrees latitude (g = 980.6199 gals.).
 RY0803
 RY0803.The modeled gravity was interpolated from observed gravity values.
 RY0803
 RY0803;                    North         East    Units  Estimated Accuracy
 RY0803;SPC ID W     -   540,540.      882,240.      MT  (+/- 180 meters Scaled)
 RY0803
 RY0803                          SUPERSEDED SURVEY CONTROL
 RY0803
 RY0803.No superseded survey control is available for this station.
 RY0803
 RY0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM780551(NAD 83)
 RY0803_MARKER: DB = BENCH MARK DISK
 RY0803_SETTING: 66 = SET IN ROCK OUTCROP
 RY0803_SP_SET: ROCK OUTCROP
 RY0803_STAMPING: A 388 1980
 RY0803_MARK LOGO: NGS   
 RY0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0803+STABILITY: POSITION/ELEVATION WELL
 RY0803
 RY0803  HISTORY     - Date     Condition        Report By
 RY0803  HISTORY     - 1980     MONUMENTED       NGS
 RY0803
 RY0803                          STATION DESCRIPTION
 RY0803
 RY0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0803'4.9 KM (3.0 MI) NE FROM POWELL RANGER STATION.
 RY0803'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0803'RANGER STATION, THENCE 3.9 KILOMETERS (2.4 MILES) NORTHEAST ALONG
 RY0803'U.S. HIGHWAY 12, 0.25 KILOMETER (0.15 MILE) NORTH OF HIGHWAY MILEPOST
 RY0803'164, ON THE INSIDE OF A HIGHWAY CURVE, SET IN TOP OF A POINT OF
 RY0803'SLOPING OUTCROP IN A HIGHWAY CUT, APPROXIMATELY 100 FEET ABOVE
 RY0803'CROOKED FORK CREEK, 8.3 METERS (27.3 FEET) WEST OF THE CENTERLINE OF
 RY0803'THE HIGHWAY, 68.0 METERS (223 FEET) SOUTH OF THE CENTERLINE OF A
 RY0803'JUNCTION OF TWO LARGE VEINS OF WHITE GRANITE AT THE NORTH END
 RY0803'OF THE CUT.
 RY0803'THE MARK IS 0.35 METERS  S FROM A WITNESS POST.
 RY0803'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0778 ***********************************************************************
 RY0778  DESIGNATION -  A 389
 RY0778  PID         -  RY0778
 RY0778  STATE/COUNTY-  ID/IDAHO
 RY0778  USGS QUAD   -  GREYSTONE BUTTE (1994)
 RY0778
 RY0778                         *CURRENT SURVEY CONTROL
 RY0778  ___________________________________________________________________
 RY0778* NAD 83(1986)-  46 27 33.     (N)    115 03 08.     (W)     SCALED    
 RY0778* NAVD 88     -       857.949  (meters)    2814.79   (feet)  ADJUSTED  
 RY0778  ___________________________________________________________________
 RY0778  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 RY0778  DYNAMIC HT  -         857.786 (meters)    2814.25  (feet)  COMP
 RY0778  MODELED GRAV-     980,397.4   (mgal)                       NAVD 88
 RY0778
 RY0778  VERT ORDER  -  FIRST     CLASS II
 RY0778
 RY0778.The horizontal coordinates were scaled from a topographic map and have
 RY0778.an estimated accuracy of +/- 6 seconds.
 RY0778
 RY0778.The orthometric height was determined by differential leveling
 RY0778.and adjusted by the National Geodetic Survey in June 1991..
 RY0778
 RY0778.The geoid height was determined by GEOID03.
 RY0778
 RY0778.The dynamic height is computed by dividing the NAVD 88
 RY0778.geopotential number by the normal gravity value computed on the
 RY0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0778.degrees latitude (g = 980.6199 gals.).
 RY0778
 RY0778.The modeled gravity was interpolated from observed gravity values.
 RY0778
 RY0778;                    North         East    Units  Estimated Accuracy
 RY0778;SPC ID W     -   532,710.      853,600.      MT  (+/- 180 meters Scaled)
 RY0778
 RY0778                          SUPERSEDED SURVEY CONTROL
 RY0778
 RY0778.No superseded survey control is available for this station.
 RY0778
 RY0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM495469(NAD 83)
 RY0778_MARKER: DB = BENCH MARK DISK
 RY0778_SETTING: 66 = SET IN ROCK OUTCROP
 RY0778_SP_SET: ROCK OUTCROP
 RY0778_STAMPING: A 389 1980
 RY0778_MARK LOGO: NGS   
 RY0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0778+STABILITY: POSITION/ELEVATION WELL
 RY0778
 RY0778  HISTORY     - Date     Condition        Report By
 RY0778  HISTORY     - 1980     MONUMENTED       NGS
 RY0778
 RY0778                          STATION DESCRIPTION
 RY0778
 RY0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0778'32.4 KM (20.15 MI) NE FROM LOCHSA RANGER STATION.
 RY0778'32.4 KILOMETERS (20.15 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0778'LOCHSA RANGER STATION, 0.4 KILOMETER (0.25 MILE) SOUTHWEST OF GINGER
 RY0778'CREEK, 0.2 KILOMETER (0.1 MILE) NORTHEAST OF HIGHWAY MILEPOST 141,
 RY0778'SET IN TOP OF A 0.45 X 0.6 METER (1.5 X 2 FOOT) GRANITE SHELF IN A
 RY0778'BEDROCK HIGHWAY CUT, ACROSS THE HIGHWAY FROM A LARGE HIGHWAY PULLOUT,
 RY0778'8.0 METERS (26.0 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 RY0778'75.6 METERS (248 FEET) SOUTHWEST OF THE NORTHEAST END OF THE CUT,
 RY0778'73.2 METERS (240 FEET) NORTHEAST OF THE SOUTHWEST END OF THE CUT,
 RY0778'2.2 METERS (7.3 FEET) SOUTHWEST OF A PROJECTING POINT OF DARK GRAY
 RY0778'GRANITE AT THE BOTTOM OF A DARK GRAY VEIN OF GRANITE.
 RY0778'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 RY0778'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0749 ***********************************************************************
 RY0749  DESIGNATION -  A 390
 RY0749  PID         -  RY0749
 RY0749  STATE/COUNTY-  ID/IDAHO
 RY0749  USGS QUAD   -  LOWELL (1994)
 RY0749
 RY0749                         *CURRENT SURVEY CONTROL
 RY0749  ___________________________________________________________________
 RY0749* NAD 83(1986)-  46 08 21.     (N)    115 36 07.     (W)     SCALED    
 RY0749* NAVD 88     -       446.507  (meters)    1464.91   (feet)  ADJUSTED  
 RY0749  ___________________________________________________________________
 RY0749  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 RY0749  DYNAMIC HT  -         446.455 (meters)    1464.74  (feet)  COMP
 RY0749  MODELED GRAV-     980,486.5   (mgal)                       NAVD 88
 RY0749
 RY0749  VERT ORDER  -  FIRST     CLASS II
 RY0749
 RY0749.The horizontal coordinates were scaled from a topographic map and have
 RY0749.an estimated accuracy of +/- 6 seconds.
 RY0749
 RY0749.The orthometric height was determined by differential leveling
 RY0749.and adjusted by the National Geodetic Survey in June 1991..
 RY0749
 RY0749.The geoid height was determined by GEOID03.
 RY0749
 RY0749.The dynamic height is computed by dividing the NAVD 88
 RY0749.geopotential number by the normal gravity value computed on the
 RY0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0749.degrees latitude (g = 980.6199 gals.).
 RY0749
 RY0749.The modeled gravity was interpolated from observed gravity values.
 RY0749
 RY0749;                    North         East    Units  Estimated Accuracy
 RY0749;SPC ID W     -   496,920.      811,440.      MT  (+/- 180 meters Scaled)
 RY0749
 RY0749                          SUPERSEDED SURVEY CONTROL
 RY0749
 RY0749.No superseded survey control is available for this station.
 RY0749
 RY0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM079104(NAD 83)
 RY0749_MARKER: DB = BENCH MARK DISK
 RY0749_SETTING: 66 = SET IN ROCK OUTCROP
 RY0749_SP_SET: ROCK OUTCROP
 RY0749_STAMPING: A 390 1980
 RY0749_MARK LOGO: NGS   
 RY0749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0749+STABILITY: POSITION/ELEVATION WELL
 RY0749
 RY0749  HISTORY     - Date     Condition        Report By
 RY0749  HISTORY     - 1980     MONUMENTED       NGS
 RY0749
 RY0749                          STATION DESCRIPTION
 RY0749
 RY0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0749'0.5 KM (0.3 MI) SW FROM LOWELL.
 RY0749'0.5 KILOMETER (0.3 MILE) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0749'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.6
 RY0749'KILOMETER (0.4 MILE) SOUTHWEST OF HIGHWAY MILEPOST 97, 0.2 KILOMETER
 RY0749'(0.1 MILE) NORTHEAST OF A POWER LINE CROSSING THE HIGHWAY, ACROSS
 RY0749'THE HIGHWAY FROM A PULLOUT, SET IN TOP OF A SLOPING AREA OF ROCK
 RY0749'DIRECTLY BELOW THE HIGHEST POINT OF A BEDROCK HIGHWAY CUT, 8.2 METERS
 RY0749'(27.0 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 56.7 METERS
 RY0749'(186 FEET) SOUTHWEST ACROSS THE HIGHWAY FROM THE WOODEN POST FOR A
 RY0749'SIGN READING -50 MPH- AND A SIGN READING -ENTERING LOWELL-, 52.1
 RY0749'METERS (171 FEET) NORTHEAST OF A 15-CENTIMETER (6-INCH) DIAMETER
 RY0749'PONDEROSA PINE TREE GROWING ON THE SLOPE OF THE CUT, 25.6 METERS
 RY0749'(84.0 FEET) NORTH ACROSS THE HIGHWAY FROM THE NORTH CORNER OF THE
 RY0749'STONE FOUNDATION FOR THE U.S. FOREST SERVICE STEELHEAD INFORMATION
 RY0749'SIGN.
 RY0749'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 RY0749'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1396 ***********************************************************************
 RZ1396  DESIGNATION -  A 391
 RZ1396  PID         -  RZ1396
 RZ1396  STATE/COUNTY-  ID/LEWIS
 RZ1396  USGS QUAD   -  WOODLAND (1994)
 RZ1396
 RZ1396                         *CURRENT SURVEY CONTROL
 RZ1396  ___________________________________________________________________
 RZ1396* NAD 83(1986)-  46 15 33.     (N)    116 04 41.     (W)     SCALED    
 RZ1396* NAVD 88     -       354.714  (meters)    1163.76   (feet)  ADJUSTED  
 RZ1396  ___________________________________________________________________
 RZ1396  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 RZ1396  DYNAMIC HT  -         354.691 (meters)    1163.68  (feet)  COMP
 RZ1396  MODELED GRAV-     980,540.1   (mgal)                       NAVD 88
 RZ1396
 RZ1396  VERT ORDER  -  FIRST     CLASS II
 RZ1396
 RZ1396.The horizontal coordinates were scaled from a topographic map and have
 RZ1396.an estimated accuracy of +/- 6 seconds.
 RZ1396
 RZ1396.The orthometric height was determined by differential leveling
 RZ1396.and adjusted by the National Geodetic Survey in June 1991..
 RZ1396
 RZ1396.The geoid height was determined by GEOID03.
 RZ1396
 RZ1396.The dynamic height is computed by dividing the NAVD 88
 RZ1396.geopotential number by the normal gravity value computed on the
 RZ1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1396.degrees latitude (g = 980.6199 gals.).
 RZ1396
 RZ1396.The modeled gravity was interpolated from observed gravity values.
 RZ1396
 RZ1396;                    North         East    Units  Estimated Accuracy
 RZ1396;SPC ID W     -   510,300.      774,710.      MT  (+/- 180 meters Scaled)
 RZ1396
 RZ1396                          SUPERSEDED SURVEY CONTROL
 RZ1396
 RZ1396.No superseded survey control is available for this station.
 RZ1396
 RZ1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM710232(NAD 83)
 RZ1396_MARKER: DB = BENCH MARK DISK
 RZ1396_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1396_SP_SET: ROCK OUTCROP
 RZ1396_STAMPING: A 391 1980
 RZ1396_MARK LOGO: NGS   
 RZ1396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1396+STABILITY: POSITION/ELEVATION WELL
 RZ1396
 RZ1396  HISTORY     - Date     Condition        Report By
 RZ1396  HISTORY     - 1980     MONUMENTED       NGS
 RZ1396
 RZ1396                          STATION DESCRIPTION
 RZ1396
 RZ1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1396'7.1 KM (4.4 MI) NW FROM KAMIAH.
 RZ1396'7.1 KILOMETERS (4.4 MILES) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1396'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN
 RZ1396'KAMIAH, 0.6 KILOMETER (0.4 MILE) NORTHWEST OF HIGHWAY MILEPOST 63,
 RZ1396'0.1 KILOMETERS (0.05 MILE) NORTHWEST ACROSS THE HIGHWAY FROM THE
 RZ1396'NORTHWEST END OF A STEEL GUARDRAIL, ON THE INSIDE OF A LONG HIGHWAY
 RZ1396'CURVE, SET IN TOP OF A 0.5 X 1 METER (1.6 X 3 FOOT) GRANITE SHELF IN
 RZ1396'A BEDROCK HIGHWAY CUT, 6.8 METERS (22.5 FEET) SOUTHWEST OF THE
 RZ1396'CENTERLINE OF THE HIGHWAY, 44.2 METERS (145 FEET) SOUTHEAST OF THE
 RZ1396'TOP CENTER OF A SMALL CONCRETE HEADWALL AT THE SOUTHWEST END OF A
 RZ1396'45-CENTIMETER (18-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY.
 RZ1396'THE MARK IS 0.25 METERS  SE FROM A WITNESS POST.
 RZ1396'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1372 ***********************************************************************
 RZ1372  DESIGNATION -  A 392
 RZ1372  PID         -  RZ1372
 RZ1372  STATE/COUNTY-  ID/CLEARWATER
 RZ1372  USGS QUAD   -  OROFINO WEST (1994)
 RZ1372
 RZ1372                         *CURRENT SURVEY CONTROL
 RZ1372  ___________________________________________________________________
 RZ1372* NAD 83(1986)-  46 29 39.     (N)    116 17 28.     (W)     SCALED    
 RZ1372* NAVD 88     -       304.279  (meters)     998.29   (feet)  ADJUSTED  
 RZ1372  ___________________________________________________________________
 RZ1372  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 RZ1372  DYNAMIC HT  -         304.274 (meters)     998.27  (feet)  COMP
 RZ1372  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 RZ1372
 RZ1372  VERT ORDER  -  FIRST     CLASS II
 RZ1372
 RZ1372.The horizontal coordinates were scaled from a topographic map and have
 RZ1372.an estimated accuracy of +/- 6 seconds.
 RZ1372
 RZ1372.The orthometric height was determined by differential leveling
 RZ1372.and adjusted by the National Geodetic Survey in June 1991..
 RZ1372
 RZ1372.The geoid height was determined by GEOID03.
 RZ1372
 RZ1372.The dynamic height is computed by dividing the NAVD 88
 RZ1372.geopotential number by the normal gravity value computed on the
 RZ1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1372.degrees latitude (g = 980.6199 gals.).
 RZ1372
 RZ1372.The modeled gravity was interpolated from observed gravity values.
 RZ1372
 RZ1372;                    North         East    Units  Estimated Accuracy
 RZ1372;SPC ID W     -   536,510.      758,460.      MT  (+/- 180 meters Scaled)
 RZ1372
 RZ1372                          SUPERSEDED SURVEY CONTROL
 RZ1372
 RZ1372.No superseded survey control is available for this station.
 RZ1372
 RZ1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM544491(NAD 83)
 RZ1372_MARKER: DB = BENCH MARK DISK
 RZ1372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1372_SP_SET: CATCH BASIN
 RZ1372_STAMPING: A 392 1980
 RZ1372_MARK LOGO: NGS   
 RZ1372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1372
 RZ1372  HISTORY     - Date     Condition        Report By
 RZ1372  HISTORY     - 1980     MONUMENTED       NGS
 RZ1372
 RZ1372                          STATION DESCRIPTION
 RZ1372
 RZ1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1372'3.4 KM (2.1 MI) NW FROM OROFINO.
 RZ1372'3.4 KILOMETERS (2.1 MILES) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1372'JUNCTION OF STATE HIGHWAY 7 IN OROFINO, 0.2 KILOMETER (0.1 MILE)
 RZ1372'WEST OF HIGHWAY MILEPOST 42, SET IN TOP OF THE SOUTHEAST CORNER OF
 RZ1372'A CATCH BASIN AT THE SOUTHEAST CORNER OF THE JUNCTION OF 106TH
 RZ1372'STREET, 4.1 METERS (13.5 FEET) SOUTH OF THE CENTERLINE OF THE
 RZ1372'EAST-BOUND LANES OF THE HIGHWAY, 8.5 METERS (28.0 FEET) EAST OF THE
 RZ1372'CENTERLINE OF 106TH STREET, 6.7 METERS (22.0 FEET) NORTHEAST OF THE
 RZ1372'CENTERLINE OF A PRIVATE DRIVE LEADING SOUTHEAST TO THE RIVERSIDE
 RZ1372'MOTEL.
 RZ1372'THE MARK IS ABOVE LEVEL WITH THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1346 ***********************************************************************
 RZ1346  DESIGNATION -  A 393
 RZ1346  PID         -  RZ1346
 RZ1346  STATE/COUNTY-  ID/NEZ PERCE
 RZ1346  USGS QUAD   -  CLARKSTON (1971)
 RZ1346
 RZ1346                         *CURRENT SURVEY CONTROL
 RZ1346  ___________________________________________________________________
 RZ1346* NAD 83(1986)-  46 25 35.     (N)    117 00 05.     (W)     SCALED    
 RZ1346* NAVD 88     -       226.675  (meters)     743.68   (feet)  ADJUSTED  
 RZ1346  ___________________________________________________________________
 RZ1346  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 RZ1346  DYNAMIC HT  -         226.675 (meters)     743.68  (feet)  COMP
 RZ1346  MODELED GRAV-     980,606.9   (mgal)                       NAVD 88
 RZ1346
 RZ1346  VERT ORDER  -  FIRST     CLASS II
 RZ1346
 RZ1346.The horizontal coordinates were scaled from a topographic map and have
 RZ1346.an estimated accuracy of +/- 6 seconds.
 RZ1346
 RZ1346.The orthometric height was determined by differential leveling
 RZ1346.and adjusted by the National Geodetic Survey in June 1991..
 RZ1346
 RZ1346.The geoid height was determined by GEOID03.
 RZ1346
 RZ1346.The dynamic height is computed by dividing the NAVD 88
 RZ1346.geopotential number by the normal gravity value computed on the
 RZ1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1346.degrees latitude (g = 980.6199 gals.).
 RZ1346
 RZ1346.The modeled gravity was interpolated from observed gravity values.
 RZ1346
 RZ1346;                    North         East    Units  Estimated Accuracy
 RZ1346;SPC ID W     -   529,590.      703,820.      MT  (+/- 180 meters Scaled)
 RZ1346
 RZ1346                          SUPERSEDED SURVEY CONTROL
 RZ1346
 RZ1346.No superseded survey control is available for this station.
 RZ1346
 RZ1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM998414(NAD 83)
 RZ1346_MARKER: DV = VERTICAL CONTROL DISK
 RZ1346_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1346_SP_SET: ROCK OUTCROP
 RZ1346_STAMPING: A 393 1980
 RZ1346_MARK LOGO: NGS   
 RZ1346_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1346+STABILITY: POSITION/ELEVATION WELL
 RZ1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RZ1346+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1991
 RZ1346
 RZ1346  HISTORY     - Date     Condition        Report By
 RZ1346  HISTORY     - 1980     MONUMENTED       NGS
 RZ1346  HISTORY     - 1980     GOOD             NGS
 RZ1346  HISTORY     - 1982     GOOD             NGS
 RZ1346  HISTORY     - 19911107 GOOD             NGS
 RZ1346  HISTORY     - 20060902 GOOD             GEOCAC
 RZ1346
 RZ1346                          STATION DESCRIPTION
 RZ1346
 RZ1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1346'0.3 KM (0.15 MI) NW FROM LEWISTON.
 RZ1346'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RZ1346'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ1346'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, THENCE 0.1 KILOMETER (0.05
 RZ1346'MILE) NORTHEAST ALONG THE OLD NORTH-SOUTH HIGHWAY, IN THE WEST
 RZ1346'CORNER OF THE JUNCTION OF A PAVED ROAD LEADING NORTHEAST, SET IN
 RZ1346'TOP OF A ROCK OUTCROP IN A BEDROCK HIGHWAY CUT, 11.9 METERS (39.0
 RZ1346'FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.6 METERS (97.0
 RZ1346'FEET) NORTH ACROSS THE HIGHWAY FROM A 90-CENTIMETER (36-INCH)
 RZ1346'DIAMETER OAK TREE IN ROSE GARDEN PARK, 8.5 METERS (28.0 FEET) WEST OF
 RZ1346'THE CENTERLINE OF THE PAVED ROAD, 2.9 METERS (9.5 FEET)
 RZ1346'NORTH-NORTHWEST OF THE TOP CENTER OF THE SOUTHWEST END OF A
 RZ1346'45-CENTIMETER (18-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE PAVED
 RZ1346'ROAD.
 RZ1346'THE MARK IS 06 METERS  S FROM A WITNESS POST.
 RZ1346
 RZ1346                          STATION RECOVERY (1980)
 RZ1346
 RZ1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ1346'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RZ1346'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ1346'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, THENCE 0.1 KILOMETER (0.05
 RZ1346'MILE) NORTHEAST ALONG THE OLD NORTH-SOUTH HIGHWAY, IN THE WEST
 RZ1346'CORNER OF THE JUNCTION OF A PAVED ROAD LEADING NORTHEAST, SET IN
 RZ1346'TOP OF A ROCK OUTCROP IN A BEDROCK HIGHWAY CUT, 11.9 METERS (39.0
 RZ1346'FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.6 METERS (97.0
 RZ1346'FEET) NORTH ACROSS THE HIGHWAY FROM A 90-CENTIMETER (36-INCH)
 RZ1346'DIAMETER OAK TREE IN ROSE GARDEN PARK, 8.5 METERS (28.0 FEET) WEST OF
 RZ1346'THE CENTERLINE OF THE PAVED ROAD, 2.9 METERS (9.5 FEET)
 RZ1346'NORTH-NORTHWEST OF THE TOP CENTER OF THE SOUTHWEST END OF A
 RZ1346'45-CENTIMETER (18-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE PAVED
 RZ1346'ROAD.
 RZ1346'THE MARK IS 06 METERS  S FROM A WITNESS POST.
 RZ1346
 RZ1346                          STATION RECOVERY (1982)
 RZ1346
 RZ1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ1346'RECOVERED IN GOOD CONDITION.
 RZ1346
 RZ1346                          STATION RECOVERY (1991)
 RZ1346
 RZ1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RZ1346'MARK IS LOCATED ABOUT 0.5 KM (0.3 MI) NORTHWEST OF THE NORTH END OF
 RZ1346'THE BRIDGE OVER THE CLEARWATER RIVER IN LEWISTON.  OWNERSHIP--HIGHWAY
 RZ1346'RIGHT-OF-WAY.
 RZ1346'REACHED FROM THE NORTH END OF THE BRIDGE OVER THE CLEARWATER RIVER IN
 RZ1346'LEWISTON.  GO NORTH ON U.S. HIGHWAY 95 FOR 0.2 KM (0.1 MI) TO A FORK
 RZ1346'AND THE JUNCTION OF STATE HIGHWAY 128.  TAKE THE LEFT FORK AND GO
 RZ1346'NORTHWEST ON STATE HIGHWAY 128 FOR 0.3 KM (0.2 MI) TO THE JUNCTION OF
 RZ1346'THE OLD N/S HIGHWAY.  TURN RIGHT AND GO NORTHEAST ON THE OLD N/S
 RZ1346'HIGHWAY FOR 0.045 KM (0.028 MI) TO THE JUNCTION OF ALBRIGHT GRADE AND
 RZ1346'THE MARK ON THE LEFT.
 RZ1346'LOCATED 11.9 M (39.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 RZ1346'29.6 M (97.1 FT) NORTH ACROSS THE HIGHWAY FROM A 90-CENTIMETER
 RZ1346'(36-INCH) DIAMETER OAK TREE IN ROSE GARDEN PARK, 8.5 M (27.9 FT) WEST
 RZ1346'FROM THE CENTER OF THE ALBRIGHT ROAD, 6.1 M (20.0 FT) SOUTH-SOUTHWEST
 RZ1346'FROM A STOP SIGN SUPPORTING SIGNS ALBRIGHT GRADE AND OLD N/S HIGHWAY
 RZ1346'AND 0.6 M (2.0 FT) SOUTH FROM A METAL WITNESS POST AND SIGN.
 RZ1346'MARK IS CEMENTED INTO A DRILL HOLE AT THE BASE OF A MASSIVE ROCK
 RZ1346'HIGHWAY CUT AND ABOUT LEVEL WITH THE HIGHWAY.
 RZ1346'THIS MARK HAS BEEN DESIGNATED AS A BASIC NET A JUNCTION MARK ON L24475
 RZ1346'PART 1 AND 2.
 RZ1346
 RZ1346                          STATION RECOVERY (2006)
 RZ1346
 RZ1346'RECOVERY NOTE BY GEOCACHING 2006 (JLH)
 RZ1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0245 ***********************************************************************
 NV0245  DESIGNATION -  A 4
 NV0245  PID         -  NV0245
 NV0245  STATE/COUNTY-  ID/LINCOLN
 NV0245  USGS QUAD   -  TUNUPA (1992)
 NV0245
 NV0245                         *CURRENT SURVEY CONTROL
 NV0245  ___________________________________________________________________
 NV0245* NAD 83(1986)-  42 57 16.     (N)    114 35 07.     (W)     SCALED    
 NV0245* NAVD 88     -      1130.677  (meters)    3709.56   (feet)  ADJUSTED  
 NV0245  ___________________________________________________________________
 NV0245  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 NV0245  DYNAMIC HT  -        1130.120 (meters)    3707.74  (feet)  COMP
 NV0245  MODELED GRAV-     980,088.8   (mgal)                       NAVD 88
 NV0245
 NV0245  VERT ORDER  -  FIRST     CLASS II
 NV0245
 NV0245.The horizontal coordinates were scaled from a topographic map and have
 NV0245.an estimated accuracy of +/- 6 seconds.
 NV0245
 NV0245.The orthometric height was determined by differential leveling
 NV0245.and adjusted by the National Geodetic Survey in June 1991..
 NV0245.WARNING-Repeat measurements at this control monument indicate possible
 NV0245.vertical movement.
 NV0245
 NV0245.The geoid height was determined by GEOID03.
 NV0245
 NV0245.The dynamic height is computed by dividing the NAVD 88
 NV0245.geopotential number by the normal gravity value computed on the
 NV0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0245.degrees latitude (g = 980.6199 gals.).
 NV0245
 NV0245.The modeled gravity was interpolated from observed gravity values.
 NV0245
 NV0245;                    North         East    Units  Estimated Accuracy
 NV0245;SPC ID C     -   143,200.      452,240.      MT  (+/- 180 meters Scaled)
 NV0245
 NV0245                          SUPERSEDED SURVEY CONTROL
 NV0245
 NV0245  NGVD 29 (??/??/92) 1129.817  (m)         3706.74   (f) ADJ UNCH    1 2
 NV0245
 NV0245.Superseded values are not recommended for survey control.
 NV0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0245.See file dsdata.txt to determine how the superseded data were derived.
 NV0245
 NV0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH969585(NAD 83)
 NV0245_MARKER: Q = CHISELED SQUARE
 NV0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0245_SP_SET: STEP
 NV0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0245
 NV0245  HISTORY     - Date     Condition        Report By
 NV0245  HISTORY     - UNK      MONUMENTED       CGS
 NV0245  HISTORY     - 1934     GOOD             NGS
 NV0245  HISTORY     - 1983     GOOD             NGS
 NV0245
 NV0245                          STATION DESCRIPTION
 NV0245
 NV0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0245'9.5 MI W FROM SHOSHONE.
 NV0245'9.5 MILES ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0245'SHOSHONE, LINCOLN COUNTY, 1/2 MILE WEST OF TUNUPA, AT BRIDGE 331.22
 NV0245'OVER LITTLE WOOD RIVER, AT THE WEST ABUTMENT, AT THE SOUTH WINGWALL,
 NV0245'AND IN A CORNER OF THE THIRD SANDSTONE STEP.  THE BOTTOM OF A SQUARE
 NV0245'HOLE SURROUNDED BY THE LETTERS U.S.B.M.
 NV0245
 NV0245                          STATION RECOVERY (1983)
 NV0245
 NV0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0125 ***********************************************************************
 QA0125  DESIGNATION -  A 40
 QA0125  PID         -  QA0125
 QA0125  STATE/COUNTY-  ID/CUSTER
 QA0125  USGS QUAD   -  CASINO LAKES (1963)
 QA0125
 QA0125                         *CURRENT SURVEY CONTROL
 QA0125  ___________________________________________________________________
 QA0125* NAD 83(1986)-  44 08 10.     (N)    114 52 29.     (W)     SCALED    
 QA0125* NAVD 88     -      1983.824  (meters)    6508.60   (feet)  ADJUSTED  
 QA0125  ___________________________________________________________________
 QA0125  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 QA0125  DYNAMIC HT  -        1982.562 (meters)    6504.46  (feet)  COMP
 QA0125  MODELED GRAV-     979,912.2   (mgal)                       NAVD 88
 QA0125
 QA0125  VERT ORDER  -  SECOND    CLASS 0
 QA0125
 QA0125.The horizontal coordinates were scaled from a topographic map and have
 QA0125.an estimated accuracy of +/- 6 seconds.
 QA0125
 QA0125.The orthometric height was determined by differential leveling
 QA0125.and adjusted by the National Geodetic Survey in June 1991..
 QA0125
 QA0125.The geoid height was determined by GEOID03.
 QA0125
 QA0125.The dynamic height is computed by dividing the NAVD 88
 QA0125.geopotential number by the normal gravity value computed on the
 QA0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0125.degrees latitude (g = 980.6199 gals.).
 QA0125
 QA0125.The modeled gravity was interpolated from observed gravity values.
 QA0125
 QA0125;                    North         East    Units  Estimated Accuracy
 QA0125;SPC ID C     -   274,690.      430,010.      MT  (+/- 180 meters Scaled)
 QA0125
 QA0125                          SUPERSEDED SURVEY CONTROL
 QA0125
 QA0125  NGVD 29 (??/??/92) 1982.466  (m)         6504.14   (f) ADJ UNCH    2 0
 QA0125
 QA0125.Superseded values are not recommended for survey control.
 QA0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0125.See file dsdata.txt to determine how the superseded data were derived.
 QA0125
 QA0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ700891(NAD 83)
 QA0125_MARKER: DB = BENCH MARK DISK
 QA0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0125_STAMPING: A 40 1934
 QA0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0125+STABILITY: SURFACE MOTION
 QA0125
 QA0125  HISTORY     - Date     Condition        Report By
 QA0125  HISTORY     - 1934     MONUMENTED       CGS
 QA0125  HISTORY     - 1961     MARK NOT FOUND   USGS
 QA0125  HISTORY     - 1977     MARK NOT FOUND   NGS
 QA0125
 QA0125                          STATION DESCRIPTION
 QA0125
 QA0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QA0125'7.7 MI SE FROM STANLEY.
 QA0125'7.7 MILES SOUTHEAST ALONG NEW U. S. HIGHWAY 93 FROM VALLEY CREEK
 QA0125'RANGER STATION AT STANLEY, CUSTER COUNTY, 1/4 MILE NORTHWEST OF THE
 QA0125'SUMMIT OF A HILL, 108 FEET SOUTH OF RIGHT-OF-WAY POST 159, 100 FEET
 QA0125'WEST OF THE CENTERLINE OF A SMALL CULVERT, 46 FEET SOUTHWEST OF THE
 QA0125'CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
 QA0125
 QA0125                          STATION RECOVERY (1961)
 QA0125
 QA0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QA0125'MARK NOT FOUND.
 QA0125
 QA0125                          STATION RECOVERY (1977)
 QA0125
 QA0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QA0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0792 ***********************************************************************
 RY0792  DESIGNATION -  A 402
 RY0792  PID         -  RY0792
 RY0792  STATE/COUNTY-  ID/IDAHO
 RY0792  USGS QUAD   -  TOM BEAL PEAK (1994)
 RY0792
 RY0792                         *CURRENT SURVEY CONTROL
 RY0792  ___________________________________________________________________
 RY0792* NAD 83(1986)-  46 29 33.     (N)    114 51 27.     (W)     SCALED    
 RY0792* NAVD 88     -       958.111  (meters)    3143.40   (feet)  ADJUSTED  
 RY0792  ___________________________________________________________________
 RY0792  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 RY0792  DYNAMIC HT  -         957.900 (meters)    3142.71  (feet)  COMP
 RY0792  MODELED GRAV-     980,364.0   (mgal)                       NAVD 88
 RY0792
 RY0792  VERT ORDER  -  FIRST     CLASS II
 RY0792
 RY0792.The horizontal coordinates were scaled from a topographic map and have
 RY0792.an estimated accuracy of +/- 6 seconds.
 RY0792
 RY0792.The orthometric height was determined by differential leveling
 RY0792.and adjusted by the National Geodetic Survey in June 1991..
 RY0792
 RY0792.The geoid height was determined by GEOID03.
 RY0792
 RY0792.The dynamic height is computed by dividing the NAVD 88
 RY0792.geopotential number by the normal gravity value computed on the
 RY0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0792.degrees latitude (g = 980.6199 gals.).
 RY0792
 RY0792.The modeled gravity was interpolated from observed gravity values.
 RY0792
 RY0792;                    North         East    Units  Estimated Accuracy
 RY0792;SPC ID W     -   536,570.      868,520.      MT  (+/- 180 meters Scaled)
 RY0792
 RY0792                          SUPERSEDED SURVEY CONTROL
 RY0792
 RY0792.No superseded survey control is available for this station.
 RY0792
 RY0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM644510(NAD 83)
 RY0792_MARKER: DB = BENCH MARK DISK
 RY0792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RY0792_SP_SET: BRIDGE
 RY0792_STAMPING: A 402 1981
 RY0792_MARK LOGO: NGS   
 RY0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0792+STABILITY: SURFACE MOTION
 RY0792
 RY0792  HISTORY     - Date     Condition        Report By
 RY0792  HISTORY     - 1981     MONUMENTED       NGS
 RY0792
 RY0792                          STATION DESCRIPTION
 RY0792
 RY0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RY0792'14.1 KM (8.75 MI) WEST FROM POWELL RANGER STATION.
 RY0792'1.0 KM (0.6 MI) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL RANGER
 RY0792'STATION, THENCE 13.1 KM (8.15 MI) WEST ALONG US HIGHWAY 12, IN TOP OF
 RY0792'THE NORTHEAST END OF THE SOUTHEAST CURB OF THE BRIDGE OVER SQUAW
 RY0792'CREEK, 60.0 METERS (198 FT) SOUTHWEST OF THE T JUNCTION OF SQUAW CREEK
 RY0792'AND ROAD 108, 4.3 M (14.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 RY0792'HIGHWAY, 0.3 METER (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 RY0792'CURB, 26.0 METERS (93.0 FT) NORTHWEST OF BENCH MARK D 64 1950 WHICH IN
 RY0792'UNDER WATER.
 RY0792'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1502 ***********************************************************************
 RZ1502  DESIGNATION -  A 403
 RZ1502  PID         -  RZ1502
 RZ1502  STATE/COUNTY-  ID/NEZ PERCE
 RZ1502  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ1502
 RZ1502                         *CURRENT SURVEY CONTROL
 RZ1502  ___________________________________________________________________
 RZ1502* NAD 83(1986)-  46 22 23.     (N)    116 42 09.     (W)     SCALED    
 RZ1502* NAVD 88     -       456.586  (meters)    1497.98   (feet)  ADJUSTED  
 RZ1502  ___________________________________________________________________
 RZ1502  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 RZ1502  DYNAMIC HT  -         456.566 (meters)    1497.92  (feet)  COMP
 RZ1502  MODELED GRAV-     980,558.0   (mgal)                       NAVD 88
 RZ1502
 RZ1502  VERT ORDER  -  FIRST     CLASS II
 RZ1502
 RZ1502.The horizontal coordinates were scaled from a topographic map and have
 RZ1502.an estimated accuracy of +/- 6 seconds.
 RZ1502
 RZ1502.The orthometric height was determined by differential leveling
 RZ1502.and adjusted by the National Geodetic Survey in June 1991..
 RZ1502
 RZ1502.The geoid height was determined by GEOID03.
 RZ1502
 RZ1502.The dynamic height is computed by dividing the NAVD 88
 RZ1502.geopotential number by the normal gravity value computed on the
 RZ1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1502.degrees latitude (g = 980.6199 gals.).
 RZ1502
 RZ1502.The modeled gravity was interpolated from observed gravity values.
 RZ1502
 RZ1502;                    North         East    Units  Estimated Accuracy
 RZ1502;SPC ID W     -   523,350.      726,720.      MT  (+/- 180 meters Scaled)
 RZ1502
 RZ1502                          SUPERSEDED SURVEY CONTROL
 RZ1502
 RZ1502.No superseded survey control is available for this station.
 RZ1502
 RZ1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM228355(NAD 83)
 RZ1502_MARKER: DB = BENCH MARK DISK
 RZ1502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1502_SP_SET: PIER ON BEDROCK
 RZ1502_STAMPING: A 403 1982
 RZ1502_MARK LOGO: NGS   
 RZ1502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1502+STABILITY: POSITION/ELEVATION WELL
 RZ1502
 RZ1502  HISTORY     - Date     Condition        Report By
 RZ1502  HISTORY     - 1982     MONUMENTED       NGS
 RZ1502
 RZ1502                          STATION DESCRIPTION
 RZ1502
 RZ1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1502'2.1 KM (1.3 MI) WEST FROM CULDESAC.
 RZ1502'2.05 KM (1.25 MI) WEST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF THE
 RZ1502'NORTH-SOUTH HIGHWAY AT CULDESAC, THENCE 0.08 KM (0.05 MI) NORTHWEST
 RZ1502'ALONG A DIRT ROAD, IN TOP OF THE NORTHEAST CORNER OF THE SOUTH
 RZ1502'CONCRETE CROSS BEAM FOR THE WOODEN BRIDGE OVER LAPWAI CREEK, 3.65
 RZ1502'METERS (12 FT) NORTHEAST OF THE BRIDGE CENTER, 5.2 METERS (17 FT)
 RZ1502'NORTHWEST OF THE EAST CORNER OF THE BRIDGE.
 RZ1502'THE MARK IS 0.8 M BELOW THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1526 ***********************************************************************
 RZ1526  DESIGNATION -  A 404
 RZ1526  PID         -  RZ1526
 RZ1526  STATE/COUNTY-  ID/LEWIS
 RZ1526  USGS QUAD   -  CRAIGMONT (1967)
 RZ1526
 RZ1526                         *CURRENT SURVEY CONTROL
 RZ1526  ___________________________________________________________________
 RZ1526* NAD 83(1986)-  46 12 46.     (N)    116 25 36.     (W)     SCALED    
 RZ1526* NAVD 88     -      1071.761  (meters)    3516.27   (feet)  ADJUSTED  
 RZ1526  ___________________________________________________________________
 RZ1526  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 RZ1526  DYNAMIC HT  -        1071.569 (meters)    3515.64  (feet)  COMP
 RZ1526  MODELED GRAV-     980,398.8   (mgal)                       NAVD 88
 RZ1526
 RZ1526  VERT ORDER  -  FIRST     CLASS II
 RZ1526
 RZ1526.The horizontal coordinates were scaled from a topographic map and have
 RZ1526.an estimated accuracy of +/- 6 seconds.
 RZ1526
 RZ1526.The orthometric height was determined by differential leveling
 RZ1526.and adjusted by the National Geodetic Survey in June 1991..
 RZ1526
 RZ1526.The geoid height was determined by GEOID03.
 RZ1526
 RZ1526.The dynamic height is computed by dividing the NAVD 88
 RZ1526.geopotential number by the normal gravity value computed on the
 RZ1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1526.degrees latitude (g = 980.6199 gals.).
 RZ1526
 RZ1526.The modeled gravity was interpolated from observed gravity values.
 RZ1526
 RZ1526;                    North         East    Units  Estimated Accuracy
 RZ1526;SPC ID W     -   505,310.      747,790.      MT  (+/- 180 meters Scaled)
 RZ1526
 RZ1526                          SUPERSEDED SURVEY CONTROL
 RZ1526
 RZ1526.No superseded survey control is available for this station.
 RZ1526
 RZ1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM442178(NAD 83)
 RZ1526_MARKER: DB = BENCH MARK DISK
 RZ1526_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1526_SP_SET: ROCK OUTCROP
 RZ1526_STAMPING: A 404 1982
 RZ1526_MARK LOGO: NGS   
 RZ1526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1526+STABILITY: POSITION/ELEVATION WELL
 RZ1526
 RZ1526  HISTORY     - Date     Condition        Report By
 RZ1526  HISTORY     - 1982     MONUMENTED       NGS
 RZ1526
 RZ1526                          STATION DESCRIPTION
 RZ1526
 RZ1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1526'5.1 KM (3.2 MI) SE FROM CRAIGMONT.
 RZ1526'5.1 KM (3.2 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF
 RZ1526'STATE HIGHWAY 64 IN CRAIGMONT, IN TOP OF THE NORTH END OF A 2- BY
 RZ1526'3-FOOT FLAT TOP SHELF OF ROCK IN A SMALL VOLCANIC BEDROCK CUT, 0.25 KM
 RZ1526'(0.15 MI) SOUTH OF A WHITE BARN, 0.37 KM (0.2 MI) NORTHWEST OF
 RZ1526'MILEPOST 269, 7.8 METERS (25.5 FT) EAST OF THE HIGHWAY CENTERLINE,
 RZ1526'11.9 METERS (39 FT) NORTH OF THE SOUTH END OF THE CUT, 8.2 METERS (27
 RZ1526'FT) WEST OF AND 5.5 METERS (18 FEET) BELOW A FENCE CORNER POST.
 RZ1526'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 RZ1526'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1009 ***********************************************************************
 RA1009  DESIGNATION -  A 405
 RA1009  PID         -  RA1009
 RA1009  STATE/COUNTY-  ID/IDAHO
 RA1009  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA1009
 RA1009                         *CURRENT SURVEY CONTROL
 RA1009  ___________________________________________________________________
 RA1009* NAD 83(1986)-  45 54 30.     (N)    116 10 13.     (W)     SCALED    
 RA1009* NAVD 88     -      1061.363  (meters)    3482.16   (feet)  ADJUSTED  
 RA1009  ___________________________________________________________________
 RA1009  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 RA1009  DYNAMIC HT  -        1061.140 (meters)    3481.42  (feet)  COMP
 RA1009  MODELED GRAV-     980,369.1   (mgal)                       NAVD 88
 RA1009
 RA1009  VERT ORDER  -  FIRST     CLASS II
 RA1009
 RA1009.The horizontal coordinates were scaled from a topographic map and have
 RA1009.an estimated accuracy of +/- 6 seconds.
 RA1009
 RA1009.The orthometric height was determined by differential leveling
 RA1009.and adjusted by the National Geodetic Survey in June 1991..
 RA1009
 RA1009.The geoid height was determined by GEOID03.
 RA1009
 RA1009.The dynamic height is computed by dividing the NAVD 88
 RA1009.geopotential number by the normal gravity value computed on the
 RA1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1009.degrees latitude (g = 980.6199 gals.).
 RA1009
 RA1009.The modeled gravity was interpolated from observed gravity values.
 RA1009
 RA1009;                    North         East    Units  Estimated Accuracy
 RA1009;SPC ID W     -   471,340.      767,390.      MT  (+/- 180 meters Scaled)
 RA1009
 RA1009                          SUPERSEDED SURVEY CONTROL
 RA1009
 RA1009.No superseded survey control is available for this station.
 RA1009
 RA1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL643841(NAD 83)
 RA1009_MARKER: DB = BENCH MARK DISK
 RA1009_SETTING: 66 = SET IN ROCK OUTCROP
 RA1009_SP_SET: ROCK OUTCROP
 RA1009_STAMPING: A 405 1982
 RA1009_MARK LOGO: NGS   
 RA1009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1009+STABILITY: POSITION/ELEVATION WELL
 RA1009
 RA1009  HISTORY     - Date     Condition        Report By
 RA1009  HISTORY     - 1982     MONUMENTED       NGS
 RA1009
 RA1009                          STATION DESCRIPTION
 RA1009
 RA1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1009'4.0 KM (2.5 MI) SW FROM GRANGEVILLE.
 RA1009'4.0 KM (2.55 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE T-JUNCTION OF
 RA1009'STATE HIGHWAY 13 IN GRANGEVILLE, IN TOP OF THE NORTHEAST END OF A 2-BY
 RA1009'6-FOOT ROCK SHELF IN THE NORTHEAST END OF A BEDROCK CUT ON THE
 RA1009'NORTHEAST CORNER OF THE INTERSECTION OF A PAVED ROAD LEADING NORTH AND
 RA1009'OLD HIGHWAY 95 LEADING SOUTHWEST, 0.4 KM (0.25 MI) NORTHEAST OF
 RA1009'MILEPOST 237, 24.7 METERS (81 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 RA1009'80.8 METERS (265 FT) NORTHEAST OF A FENCE CORNER POST, 79.9 METERS
 RA1009'(262 FT) EAST OF THE ROAD CENTER, 6.7 METERS (22 FT) SOUTHEAST OF THE
 RA1009'RIGHT OF WAY FENCE.
 RA1009'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RA1009'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1035 ***********************************************************************
 RA1035  DESIGNATION -  A 406
 RA1035  PID         -  RA1035
 RA1035  STATE/COUNTY-  ID/IDAHO
 RA1035  USGS QUAD   -  LUCILE (1995)
 RA1035
 RA1035                         *CURRENT SURVEY CONTROL
 RA1035  ___________________________________________________________________
 RA1035* NAD 83(1986)-  45 32 52.     (N)    116 18 15.     (W)     SCALED    
 RA1035* NAVD 88     -       497.725  (meters)    1632.95   (feet)  ADJUSTED  
 RA1035  ___________________________________________________________________
 RA1035  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 RA1035  DYNAMIC HT  -         497.636 (meters)    1632.66  (feet)  COMP
 RA1035  MODELED GRAV-     980,424.1   (mgal)                       NAVD 88
 RA1035
 RA1035  VERT ORDER  -  FIRST     CLASS II
 RA1035
 RA1035.The horizontal coordinates were scaled from a topographic map and have
 RA1035.an estimated accuracy of +/- 6 seconds.
 RA1035
 RA1035.The orthometric height was determined by differential leveling
 RA1035.and adjusted by the National Geodetic Survey in June 1991..
 RA1035
 RA1035.The geoid height was determined by GEOID03.
 RA1035
 RA1035.The dynamic height is computed by dividing the NAVD 88
 RA1035.geopotential number by the normal gravity value computed on the
 RA1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1035.degrees latitude (g = 980.6199 gals.).
 RA1035
 RA1035.The modeled gravity was interpolated from observed gravity values.
 RA1035
 RA1035;                    North         East    Units  Estimated Accuracy
 RA1035;SPC ID W     -   431,330.      756,730.      MT  (+/- 180 meters Scaled)
 RA1035
 RA1035                          SUPERSEDED SURVEY CONTROL
 RA1035
 RA1035.No superseded survey control is available for this station.
 RA1035
 RA1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL543440(NAD 83)
 RA1035_MARKER: DB = BENCH MARK DISK
 RA1035_SETTING: 66 = SET IN ROCK OUTCROP
 RA1035_SP_SET: ROCK OUTCROP
 RA1035_STAMPING: A 406 1982
 RA1035_MARK LOGO: NGS   
 RA1035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1035+STABILITY: POSITION/ELEVATION WELL
 RA1035
 RA1035  HISTORY     - Date     Condition        Report By
 RA1035  HISTORY     - 1982     MONUMENTED       NGS
 RA1035
 RA1035                          STATION DESCRIPTION
 RA1035
 RA1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1035'13.6 KM (8.5 MI) SOUTH FROM SLATE CREEK.
 RA1035'13.65 KM (8.55 MI) SOUTH ALONG US HIGHWAY 95 FROM THE US FOREST
 RA1035'SERVICE RANGER STATION IN SLATE CREEK, IN TOP OF THE NORTH EDGE OF A
 RA1035'2-BY 3-FOOT FLAT TOP GRANITE SHELF 2 FEET ABOVE THE BASE OF A BEDROCK
 RA1035'CUT ACROSS THE HIGHWAY FROM A GRAVELED PULLOFF, 1.3 KM (0.8 MI) NORTH
 RA1035'OF THE NORTH Y-JUNCTION OF A PAVED ROAD THROUGH LUCILE, 0.55 KM (0.35
 RA1035'MI) SOUTHWEST OF MILEPOST 206, 0.4 KM (0.25 MI) SOUTHWEST OF THE STATE
 RA1035'HIGHWAY DEPARTMENT GARAGE, 9.0 METERS (29.5 FT) EAST OF THE HIGHWAY
 RA1035'CENTERLINE, 1.35 METERS (4.5 FT) WEST OF THE SOUTH END OF AN 8- BY
 RA1035'20-FOOT VERTICAL ROCK FACE IN THE CUT, 0.15 METER (0.5 FT) EAST OF THE
 RA1035'WEST EDGE OF THE ROCK SHELF.
 RA1035'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RA1035'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1059 ***********************************************************************
 RA1059  DESIGNATION -  A 407
 RA1059  PID         -  RA1059
 RA1059  STATE/COUNTY-  ID/IDAHO
 RA1059  USGS QUAD   -  BALLY MOUNTAIN (1963)
 RA1059
 RA1059                         *CURRENT SURVEY CONTROL
 RA1059  ___________________________________________________________________
 RA1059* NAD 83(1986)-  45 06 50.     (N)    116 18 07.     (W)     SCALED    
 RA1059* NAVD 88     -      1163.620  (meters)    3817.64   (feet)  ADJUSTED  
 RA1059  ___________________________________________________________________
 RA1059  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 RA1059  DYNAMIC HT  -        1163.210 (meters)    3816.30  (feet)  COMP
 RA1059  MODELED GRAV-     980,224.8   (mgal)                       NAVD 88
 RA1059
 RA1059  VERT ORDER  -  FIRST     CLASS II
 RA1059
 RA1059.The horizontal coordinates were scaled from a topographic map and have
 RA1059.an estimated accuracy of +/- 6 seconds.
 RA1059
 RA1059.The orthometric height was determined by differential leveling
 RA1059.and adjusted by the National Geodetic Survey in June 1991..
 RA1059
 RA1059.The geoid height was determined by GEOID03.
 RA1059
 RA1059.The dynamic height is computed by dividing the NAVD 88
 RA1059.geopotential number by the normal gravity value computed on the
 RA1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1059.degrees latitude (g = 980.6199 gals.).
 RA1059
 RA1059.The modeled gravity was interpolated from observed gravity values.
 RA1059
 RA1059;                    North         East    Units  Estimated Accuracy
 RA1059;SPC ID W     -   383,110.      756,570.      MT  (+/- 180 meters Scaled)
 RA1059
 RA1059                          SUPERSEDED SURVEY CONTROL
 RA1059
 RA1059.No superseded survey control is available for this station.
 RA1059
 RA1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK549958(NAD 83)
 RA1059_MARKER: DB = BENCH MARK DISK
 RA1059_SETTING: 66 = SET IN ROCK OUTCROP
 RA1059_SP_SET: ROCK OUTCROP
 RA1059_STAMPING: A 407 1982
 RA1059_MARK LOGO: NGS   
 RA1059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1059+STABILITY: POSITION/ELEVATION WELL
 RA1059
 RA1059  HISTORY     - Date     Condition        Report By
 RA1059  HISTORY     - 1982     MONUMENTED       NGS
 RA1059
 RA1059                          STATION DESCRIPTION
 RA1059
 RA1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1059'16.4 KM (10.2 MI) NORTH FROM NEW MEADOWS.
 RA1059'16.4 KM (10.25 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 RA1059'STATE HIGHWAY 55 IN NEW MEADOWS, IN TOP OF THE WEST AND BOTTOM EDGE OF
 RA1059'A STEEP SLOPING FACE OF GRANITE AT THE CENTER OF A 10- BY 18-FOOT
 RA1059'BEDROCK CUT, 1.4 KM (0.9 MI) SOUTH OF THE BRIDGE OVER THE SALMON
 RA1059'RIVER, 0.08 KM (0.05 MI) SOUTH OF THE Y-JUNCTION OF A DIRT ROAD
 RA1059'LEADING NORTHEAST, 8.2 METERS (27 FT) EAST OF THE HIGHWAY CENTERLINE,
 RA1059'124.4 METERS (408 FT) NORTH OF MILEPOST 171, 5.8 METERS (19 FT) NORTH
 RA1059'OF THE EAST END OF A CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1095 ***********************************************************************
 QB1095  DESIGNATION -  A 408
 QB1095  PID         -  QB1095
 QB1095  STATE/COUNTY-  ID/ADAMS
 QB1095  USGS QUAD   -  FRUITVALE (1986)
 QB1095
 QB1095                         *CURRENT SURVEY CONTROL
 QB1095  ___________________________________________________________________
 QB1095* NAD 83(1986)-  44 45 08.     (N)    116 26 03.     (W)     SCALED    
 QB1095* NAVD 88     -       915.655  (meters)    3004.11   (feet)  ADJUSTED  
 QB1095  ___________________________________________________________________
 QB1095  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 QB1095  DYNAMIC HT  -         915.386 (meters)    3003.23  (feet)  COMP
 QB1095  MODELED GRAV-     980,293.0   (mgal)                       NAVD 88
 QB1095
 QB1095  VERT ORDER  -  FIRST     CLASS II
 QB1095
 QB1095.The horizontal coordinates were scaled from a topographic map and have
 QB1095.an estimated accuracy of +/- 6 seconds.
 QB1095
 QB1095.The orthometric height was determined by differential leveling
 QB1095.and adjusted by the National Geodetic Survey in June 1991..
 QB1095
 QB1095.The geoid height was determined by GEOID03.
 QB1095
 QB1095.The dynamic height is computed by dividing the NAVD 88
 QB1095.geopotential number by the normal gravity value computed on the
 QB1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1095.degrees latitude (g = 980.6199 gals.).
 QB1095
 QB1095.The modeled gravity was interpolated from observed gravity values.
 QB1095
 QB1095;                    North         East    Units  Estimated Accuracy
 QB1095;SPC ID W     -   343,000.      745,830.      MT  (+/- 180 meters Scaled)
 QB1095
 QB1095                          SUPERSEDED SURVEY CONTROL
 QB1095
 QB1095.No superseded survey control is available for this station.
 QB1095
 QB1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK447555(NAD 83)
 QB1095_MARKER: I = METAL ROD
 QB1095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1095_SP_SET: STAINLESS STEEL ROD
 QB1095_STAMPING: A 408 1983
 QB1095_MARK LOGO: NGS   
 QB1095_PROJECTION: FLUSH
 QB1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1095_ROD/PIPE-DEPTH: 1.3  meters
 QB1095
 QB1095  HISTORY     - Date     Condition        Report By
 QB1095  HISTORY     - 1983     MONUMENTED       NGS
 QB1095
 QB1095                          STATION DESCRIPTION
 QB1095
 QB1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1095'3.2 KM (2.0 MI) NORTH FROM COUNCIL.
 QB1095'3.2 KM (2.0 MI) NORTH ALONG US HIGHWAY 95 FROM THE HIGH SCHOOL IN
 QB1095'COUNCIL, 0.55 KM (0.35 MI) SOUTH OF MILEPOST 138, ON THE SOUTHWEST
 QB1095'CORNER OF THE INTERSECTION OF A PAVED ROAD LEADING EAST AND A DIRT
 QB1095'ROAD LEADING WEST, 100.7 METERS (330.5 FT) WEST OF THE HIGHWAY
 QB1095'CENTERLINE, 30.1 METERS (72.5 FT) SOUTHWEST ACROSS THE DIRT ROAD FROM
 QB1095'A T-JUNCTION POWER LINE POLE, 6.1 METERS (20 FT) SOUTH OF THE ROAD
 QB1095'CENTER, 0.3 METER (1 FT) NORTH OF THE NORTHWEST CORNER OF A CORRAL.
 QB1095'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QB1095'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1452 ***********************************************************************
 NU1452  DESIGNATION -  A 409
 NU1452  PID         -  NU1452
 NU1452  STATE/COUNTY-  ID/BANNOCK
 NU1452  USGS QUAD   -  POCATELLO NORTH (1971)
 NU1452
 NU1452                         *CURRENT SURVEY CONTROL
 NU1452  ___________________________________________________________________
 NU1452* NAD 83(1986)-  42 53 30.     (N)    112 27 16.     (W)     SCALED    
 NU1452* NAVD 88     -      1365.418  (meters)    4479.71   (feet)  ADJUSTED  
 NU1452  ___________________________________________________________________
 NU1452  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 NU1452  DYNAMIC HT  -        1364.641 (meters)    4477.16  (feet)  COMP
 NU1452  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 NU1452
 NU1452  VERT ORDER  -  FIRST     CLASS II
 NU1452
 NU1452.The horizontal coordinates were scaled from a topographic map and have
 NU1452.an estimated accuracy of +/- 6 seconds.
 NU1452
 NU1452.The orthometric height was determined by differential leveling
 NU1452.and adjusted by the National Geodetic Survey in June 1991..
 NU1452
 NU1452.The geoid height was determined by GEOID03.
 NU1452
 NU1452.The dynamic height is computed by dividing the NAVD 88
 NU1452.geopotential number by the normal gravity value computed on the
 NU1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1452.degrees latitude (g = 980.6199 gals.).
 NU1452
 NU1452.The modeled gravity was interpolated from observed gravity values.
 NU1452
 NU1452;                    North         East    Units  Estimated Accuracy
 NU1452;SPC ID E     -   136,100.      176,490.      MT  (+/- 180 meters Scaled)
 NU1452
 NU1452                          SUPERSEDED SURVEY CONTROL
 NU1452
 NU1452  NGVD 29 (08/20/92) 1364.369  (m)         4476.27   (f) ADJUSTED    1 2
 NU1452
 NU1452.Superseded values are not recommended for survey control.
 NU1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1452.See file dsdata.txt to determine how the superseded data were derived.
 NU1452
 NU1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN812498(NAD 83)
 NU1452_MARKER: I = METAL ROD
 NU1452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NU1452_SP_SET: STAINLESS STEEL ROD
 NU1452_STAMPING: A 409 1983
 NU1452_MARK LOGO: NGS   
 NU1452_PROJECTION: FLUSH
 NU1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1452_ROD/PIPE-DEPTH: 8.5  meters
 NU1452
 NU1452  HISTORY     - Date     Condition        Report By
 NU1452  HISTORY     - 1983     MONUMENTED       NGS
 NU1452
 NU1452                          STATION DESCRIPTION
 NU1452
 NU1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1452'IN POCATELLO.
 NU1452'IN POCATELLO, AT THE CROSSING OF EAST ALAMEDA ROAD AND THE UNION
 NU1452'PACIFIC RAILROAD, 38.3 METERS (126.0 FT) NORTH OF THE CENTERLINE OF
 NU1452'THE ROAD, 9.0 METERS (29.5 FT) EAST OF THE NEAR RAIL, 8.0 METERS (26.2
 NU1452'FT) NORTHEAST OF THE NORTHEAST CORNER OF A RAILROAD SIGNAL BASE, 5.3
 NU1452'METERS (17.4 FT) WEST OF A FENCE, AND 1.2 METERS (3.9 FT) NORTH OF A
 NU1452'POLE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NU1452'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 NU1452'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0068 ***********************************************************************
 QA0068  DESIGNATION -  A 41
 QA0068  PID         -  QA0068
 QA0068  STATE/COUNTY-  ID/CUSTER
 QA0068  USGS QUAD   -  CLAYTON (1980)
 QA0068
 QA0068                         *CURRENT SURVEY CONTROL
 QA0068  ___________________________________________________________________
 QA0068* NAD 83(1986)-  44 15 22.     (N)    114 22 47.     (W)     SCALED    
 QA0068* NAVD 88     -      1651.484  (meters)    5418.24   (feet)  ADJUSTED  
 QA0068  ___________________________________________________________________
 QA0068  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 QA0068  DYNAMIC HT  -        1650.567 (meters)    5415.24  (feet)  COMP
 QA0068  MODELED GRAV-     980,005.6   (mgal)                       NAVD 88
 QA0068
 QA0068  VERT ORDER  -  SECOND    CLASS 0
 QA0068
 QA0068.The horizontal coordinates were scaled from a topographic map and have
 QA0068.an estimated accuracy of +/- 6 seconds.
 QA0068
 QA0068.The orthometric height was determined by differential leveling
 QA0068.and adjusted by the National Geodetic Survey in June 1991..
 QA0068
 QA0068.The geoid height was determined by GEOID03.
 QA0068
 QA0068.The dynamic height is computed by dividing the NAVD 88
 QA0068.geopotential number by the normal gravity value computed on the
 QA0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0068.degrees latitude (g = 980.6199 gals.).
 QA0068
 QA0068.The modeled gravity was interpolated from observed gravity values.
 QA0068
 QA0068;                    North         East    Units  Estimated Accuracy
 QA0068;SPC ID C     -   287,720.      469,680.      MT  (+/- 180 meters Scaled)
 QA0068
 QA0068                          SUPERSEDED SURVEY CONTROL
 QA0068
 QA0068  NGVD 29 (??/??/92) 1650.245  (m)         5414.18   (f) ADJ UNCH    2 0
 QA0068
 QA0068.Superseded values are not recommended for survey control.
 QA0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0068.See file dsdata.txt to determine how the superseded data were derived.
 QA0068
 QA0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK091036(NAD 83)
 QA0068_MARKER: DB = BENCH MARK DISK
 QA0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0068_SP_SET: ABUTMENT
 QA0068_STAMPING: A 41 1934
 QA0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QA0068+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2000
 QA0068
 QA0068  HISTORY     - Date     Condition        Report By
 QA0068  HISTORY     - 1934     MONUMENTED       CGS
 QA0068  HISTORY     - 1955     GOOD             NGS
 QA0068  HISTORY     - 19940601 GOOD             IDTD
 QA0068  HISTORY     - 20000126 GOOD             IDTD
 QA0068
 QA0068                          STATION DESCRIPTION
 QA0068
 QA0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0068'1.1 MI E FROM CLAYTON.
 QA0068'ABOUT 1.1 MILES EAST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE AT
 QA0068'CLAYTON, AT A STEEL BRIDGE WHERE THE OLD HIGHWAY CROSSED THE SALMON
 QA0068'RIVER AND SOUTH OF THE PRESENT HIGHWAY, SET IN THE TOP OF THE
 QA0068'SOUTHWEST END OF THE NORTHWEST ABUTMENT.
 QA0068
 QA0068                          STATION RECOVERY (1994)
 QA0068
 QA0068'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (GDJ)
 QA0068'RECOVERED IN GOOD CONDITION.
 QA0068
 QA0068                          STATION RECOVERY (2000)
 QA0068
 QA0068'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 QA0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0753 ***********************************************************************
 PY0753  DESIGNATION -  A 410
 PY0753  PID         -  PY0753
 PY0753  STATE/COUNTY-  ID/FREMONT
 PY0753  USGS QUAD   -  ASHTON (1965)
 PY0753
 PY0753                         *CURRENT SURVEY CONTROL
 PY0753  ___________________________________________________________________
 PY0753* NAD 83(1986)-  44 06 55.     (N)    111 26 45.     (W)     SCALED    
 PY0753* NAVD 88     -      1591.353  (meters)    5220.96   (feet)  ADJUSTED  
 PY0753  ___________________________________________________________________
 PY0753  GEOID HEIGHT-         -10.31  (meters)                     GEOID03
 PY0753  DYNAMIC HT  -        1590.526 (meters)    5218.25  (feet)  COMP
 PY0753  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 PY0753
 PY0753  VERT ORDER  -  FIRST     CLASS II
 PY0753
 PY0753.The horizontal coordinates were scaled from a topographic map and have
 PY0753.an estimated accuracy of +/- 6 seconds.
 PY0753
 PY0753.The orthometric height was determined by differential leveling
 PY0753.and adjusted by the National Geodetic Survey in June 1991..
 PY0753
 PY0753.The geoid height was determined by GEOID03.
 PY0753
 PY0753.The dynamic height is computed by dividing the NAVD 88
 PY0753.geopotential number by the normal gravity value computed on the
 PY0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0753.degrees latitude (g = 980.6199 gals.).
 PY0753
 PY0753.The modeled gravity was interpolated from observed gravity values.
 PY0753
 PY0753;                    North         East    Units  Estimated Accuracy
 PY0753;SPC ID E     -   272,260.      257,700.      MT  (+/- 180 meters Scaled)
 PY0753
 PY0753                          SUPERSEDED SURVEY CONTROL
 PY0753
 PY0753  NGVD 29 (08/20/92) 1590.260  (m)         5217.38   (f) ADJUSTED    1 2
 PY0753
 PY0753.Superseded values are not recommended for survey control.
 PY0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0753.See file dsdata.txt to determine how the superseded data were derived.
 PY0753
 PY0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP643847(NAD 83)
 PY0753_MARKER: DB = BENCH MARK DISK
 PY0753_SETTING: 66 = SET IN ROCK OUTCROP
 PY0753_SP_SET: ROCK OUTCROP
 PY0753_STAMPING: A 410 1983
 PY0753_MARK LOGO: NGS   
 PY0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0753+STABILITY: POSITION/ELEVATION WELL
 PY0753
 PY0753  HISTORY     - Date     Condition        Report By
 PY0753  HISTORY     - 1983     MONUMENTED       NGS
 PY0753  HISTORY     - 19960601 MARK NOT FOUND   IDTD
 PY0753
 PY0753                          STATION DESCRIPTION
 PY0753
 PY0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0753'5.4 KM (3.35 MI) NE FROM ASHTON.
 PY0753'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 47 FROM THE UNION PACIFIC
 PY0753'RAILROAD STATION IN ASHTON, THENCE 5.0 KM (3.1 MI) NORTHEASTERLY ALONG
 PY0753'U.S. HIGHWAY 20, 0.5 KM (0.3 MI) SOUTH OF MILE POST 364, IN THE
 PY0753'NORTHEAST END OF A 15 BY 50 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 PY0753'54.3 METERS (178.1 FT) NORTHEAST OF THE NORTHEAST END OF A GUARD RAIL,
 PY0753'12.1 METERS (39.7 FT) SOUTHEAST OF THE CENTERLINE OF A PASSING LANE OF
 PY0753'THE HIGHWAY, AND 7.3 METERS (24.0 FT) SOUTHWEST OF THE NORTHEAST END
 PY0753'OF THE CUT.
 PY0753'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PY0753'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 PY0753
 PY0753                          STATION RECOVERY (1996)
 PY0753
 PY0753'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 PY0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0726 ***********************************************************************
 PY0726  DESIGNATION -  A 411
 PY0726  PID         -  PY0726
 PY0726  STATE/COUNTY-  ID/FREMONT
 PY0726  USGS QUAD   -  ISLAND PARK (1964)
 PY0726
 PY0726                         *CURRENT SURVEY CONTROL
 PY0726  ___________________________________________________________________
 PY0726* NAD 83(1986)-  44 28 53.     (N)    111 20 49.     (W)     SCALED    
 PY0726* NAVD 88     -      1967.598  (meters)    6455.36   (feet)  ADJUSTED  
 PY0726  ___________________________________________________________________
 PY0726  GEOID HEIGHT-          -9.28  (meters)                     GEOID03
 PY0726  DYNAMIC HT  -        1966.514 (meters)    6451.80  (feet)  COMP
 PY0726  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 PY0726
 PY0726  VERT ORDER  -  FIRST     CLASS II
 PY0726
 PY0726.The horizontal coordinates were scaled from a topographic map and have
 PY0726.an estimated accuracy of +/- 6 seconds.
 PY0726
 PY0726.The orthometric height was determined by differential leveling
 PY0726.and adjusted by the National Geodetic Survey in June 1991..
 PY0726
 PY0726.The geoid height was determined by GEOID03.
 PY0726
 PY0726.The dynamic height is computed by dividing the NAVD 88
 PY0726.geopotential number by the normal gravity value computed on the
 PY0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0726.degrees latitude (g = 980.6199 gals.).
 PY0726
 PY0726.The modeled gravity was interpolated from observed gravity values.
 PY0726
 PY0726;                    North         East    Units  Estimated Accuracy
 PY0726;SPC ID E     -   313,010.      265,210.      MT  (+/- 180 meters Scaled)
 PY0726
 PY0726                          SUPERSEDED SURVEY CONTROL
 PY0726
 PY0726  NGVD 29 (08/20/92) 1966.410  (m)         6451.46   (f) ADJUSTED    1 2
 PY0726
 PY0726.Superseded values are not recommended for survey control.
 PY0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0726.See file dsdata.txt to determine how the superseded data were derived.
 PY0726
 PY0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ724254(NAD 83)
 PY0726_MARKER: DB = BENCH MARK DISK
 PY0726_SETTING: 66 = SET IN ROCK OUTCROP
 PY0726_SP_SET: ROCK OUTCROP
 PY0726_STAMPING: A 411 1983
 PY0726_MARK LOGO: NGS   
 PY0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0726
 PY0726  HISTORY     - Date     Condition        Report By
 PY0726  HISTORY     - 1983     MONUMENTED       NGS
 PY0726
 PY0726                          STATION DESCRIPTION
 PY0726
 PY0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0726'39.6 KM (24.6 MI) SW FROM WEST YELLOWSTONE MONTANA.
 PY0726'39.6 KM (24.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 20 FROM THE MUSEUM
 PY0726'OF THE YELLOWSTONE IN WEST YELLOWSTONE, IN THE CENTER OF A 3 BY 4 FT
 PY0726'EXPOSED AREA OF BEDROCK, IN A HIGHWAY CUT, 0.6 KM (0.35 MI) NORTH OF
 PY0726'MILEPOST 391, 109.7 METERS (359.9 FT) NORTH OF THE SOUTH END OF THE
 PY0726'HIGHWAY CUT, AND 9.3 METERS (30.5 FT) WEST OF THE CENTERLINE OF THE
 PY0726'HIGHWAY.
 PY0726'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PY0726'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1125 ***********************************************************************
 QB1125  DESIGNATION -  A 412
 QB1125  PID         -  QB1125
 QB1125  STATE/COUNTY-  ID/WASHINGTON
 QB1125  USGS QUAD   -  WEISER NORTH (1987)
 QB1125
 QB1125                         *CURRENT SURVEY CONTROL
 QB1125  ___________________________________________________________________
 QB1125* NAD 83(1986)-  44 15 03.     (N)    116 57 56.     (W)     SCALED    
 QB1125* NAVD 88     -       650.419  (meters)    2133.92   (feet)  ADJUSTED  
 QB1125  ___________________________________________________________________
 QB1125  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 QB1125  DYNAMIC HT  -         650.247 (meters)    2133.35  (feet)  COMP
 QB1125  MODELED GRAV-     980,332.4   (mgal)                       NAVD 88
 QB1125
 QB1125  VERT ORDER  -  FIRST     CLASS II
 QB1125
 QB1125.The horizontal coordinates were scaled from a topographic map and have
 QB1125.an estimated accuracy of +/- 6 seconds.
 QB1125
 QB1125.The orthometric height was determined by differential leveling
 QB1125.and adjusted by the National Geodetic Survey in June 1991..
 QB1125
 QB1125.The geoid height was determined by GEOID03.
 QB1125
 QB1125.The dynamic height is computed by dividing the NAVD 88
 QB1125.geopotential number by the normal gravity value computed on the
 QB1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1125.degrees latitude (g = 980.6199 gals.).
 QB1125
 QB1125.The modeled gravity was interpolated from observed gravity values.
 QB1125
 QB1125;                    North         East    Units  Estimated Accuracy
 QB1125;SPC ID W     -   287,780.      702,920.      MT  (+/- 180 meters Scaled)
 QB1125
 QB1125                          SUPERSEDED SURVEY CONTROL
 QB1125
 QB1125.No superseded survey control is available for this station.
 QB1125
 QB1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ027997(NAD 83)
 QB1125_MARKER: DB = BENCH MARK DISK
 QB1125_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QB1125_SP_SET: BUILDING WALL
 QB1125_STAMPING: A 412 1983
 QB1125_MARK LOGO: NGS   
 QB1125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1125+STABILITY: POSITION/ELEVATION WELL
 QB1125
 QB1125  HISTORY     - Date     Condition        Report By
 QB1125  HISTORY     - 1983     MONUMENTED       NGS
 QB1125
 QB1125                          STATION DESCRIPTION
 QB1125
 QB1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1125'IN WEISER.
 QB1125'IN WEISER, ON THE NORTHEAST CORNER OF THE INTERSECTION OF GALLOWAY
 QB1125'AVENUE AND EAST THIRD STREET, SET VERTICALLY IN THE SOUTH FACE OF THE
 QB1125'WEISER JUNIOR HIGH SCHOOL GYMNASIUM AND 0.2 METER (0.8 FT) EAST OF THE
 QB1125'SOUTHWEST CORNER, 43.3 METERS (142 FT) NORTH OF THE CENTER OF THE
 QB1125'AVENUE, 11.3 METERS (37 FT) EAST OF THE CENTER OF THE STREET, 1.1
 QB1125'METERS (3.5 FT) ABOVE THE GROUND.
 QB1125'THE MARK IS 1.1 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0792 ***********************************************************************
 NV0792  DESIGNATION -  A 413
 NV0792  PID         -  NV0792
 NV0792  STATE/COUNTY-  ID/ELMORE
 NV0792  USGS QUAD   -  HAMMETT (1992)
 NV0792
 NV0792                         *CURRENT SURVEY CONTROL
 NV0792  ___________________________________________________________________
 NV0792* NAD 83(1986)-  42 56 46.     (N)    115 25 56.     (W)     SCALED    
 NV0792* NAVD 88     -       765.805  (meters)    2512.48   (feet)  ADJUSTED  
 NV0792  ___________________________________________________________________
 NV0792  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 NV0792  DYNAMIC HT  -         765.497 (meters)    2511.47  (feet)  COMP
 NV0792  MODELED GRAV-     980,193.2   (mgal)                       NAVD 88
 NV0792
 NV0792  VERT ORDER  -  FIRST     CLASS II
 NV0792
 NV0792.The horizontal coordinates were scaled from a topographic map and have
 NV0792.an estimated accuracy of +/- 6 seconds.
 NV0792
 NV0792.The orthometric height was determined by differential leveling
 NV0792.and adjusted by the National Geodetic Survey in June 1991..
 NV0792
 NV0792.The geoid height was determined by GEOID03.
 NV0792
 NV0792.The dynamic height is computed by dividing the NAVD 88
 NV0792.geopotential number by the normal gravity value computed on the
 NV0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0792.degrees latitude (g = 980.6199 gals.).
 NV0792
 NV0792.The modeled gravity was interpolated from observed gravity values.
 NV0792
 NV0792;                    North         East    Units  Estimated Accuracy
 NV0792;SPC ID W     -   142,160.      825,930.      MT  (+/- 180 meters Scaled)
 NV0792
 NV0792                          SUPERSEDED SURVEY CONTROL
 NV0792
 NV0792.No superseded survey control is available for this station.
 NV0792
 NV0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH279560(NAD 83)
 NV0792_MARKER: I = METAL ROD
 NV0792_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0792_SP_SET: STAINLESS STEEL ROD
 NV0792_STAMPING: A 413 1983
 NV0792_MARK LOGO: NGS   
 NV0792_PROJECTION: FLUSH
 NV0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0792+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 NV0792_ROD/PIPE-DEPTH: 4.5  meters
 NV0792
 NV0792  HISTORY     - Date     Condition        Report By
 NV0792  HISTORY     - 1983     MONUMENTED       NGS
 NV0792  HISTORY     - 20050728 GOOD             JUBENG
 NV0792
 NV0792                          STATION DESCRIPTION
 NV0792
 NV0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0792'2.8 KM (1.7 MI) EAST FROM HAMMETT.
 NV0792'2.8 KM (1.75 MI ) EAST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE
 NV0792'JUNCTION OF STATE HIGHWAY 78 AT HAMMETT, AT THE CROSSING OF COLD
 NV0792'CREEK, 0.65 KM (0.4 MI) EAST OF THE NORTHEAST END OF THE HIGHWAY
 NV0792'BRIDGE OVER THE UNION PACIFIC RAILROAD, 21.9 METERS (72 FT) NORTH OF
 NV0792'THE HIGHWAY CENTERLINE, 17.4 METERS (57 FT) NORTHWEST OF THE WEST END
 NV0792'OF THE NORTH HEADWALL OF THE BRIDGE OVER THE CREEK, 2.6 METERS (8.5
 NV0792'FT) WEST OF THE WEST GATE POST FOR A PIPE GATE AND 0.5 METER (1.5 FT)
 NV0792'SOUTH OF THE RIGHT OF WAY FENCE.
 NV0792'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 NV0792'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 NV0792
 NV0792                          STATION RECOVERY (2005)
 NV0792
 NV0792'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2005 (TRR)
 NV0792'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0819 ***********************************************************************
 NV0819  DESIGNATION -  A 414
 NV0819  PID         -  NV0819
 NV0819  STATE/COUNTY-  ID/LINCOLN
 NV0819  USGS QUAD   -  TUNUPA (1992)
 NV0819
 NV0819                         *CURRENT SURVEY CONTROL
 NV0819  ___________________________________________________________________
 NV0819* NAD 83(1986)-  42 55 39.     (N)    114 35 35.     (W)     SCALED    
 NV0819* NAVD 88     -      1133.089  (meters)    3717.48   (feet)  ADJUSTED  
 NV0819  ___________________________________________________________________
 NV0819  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 NV0819  DYNAMIC HT  -        1132.531 (meters)    3715.65  (feet)  COMP
 NV0819  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 NV0819
 NV0819  VERT ORDER  -  FIRST     CLASS II
 NV0819
 NV0819.The horizontal coordinates were scaled from a topographic map and have
 NV0819.an estimated accuracy of +/- 6 seconds.
 NV0819
 NV0819.The orthometric height was determined by differential leveling
 NV0819.and adjusted by the National Geodetic Survey in June 1991..
 NV0819
 NV0819.The geoid height was determined by GEOID03.
 NV0819
 NV0819.The dynamic height is computed by dividing the NAVD 88
 NV0819.geopotential number by the normal gravity value computed on the
 NV0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0819.degrees latitude (g = 980.6199 gals.).
 NV0819
 NV0819.The modeled gravity was interpolated from observed gravity values.
 NV0819
 NV0819;                    North         East    Units  Estimated Accuracy
 NV0819;SPC ID C     -   140,220.      451,590.      MT  (+/- 180 meters Scaled)
 NV0819
 NV0819                          SUPERSEDED SURVEY CONTROL
 NV0819
 NV0819.No superseded survey control is available for this station.
 NV0819
 NV0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH964555(NAD 83)
 NV0819_MARKER: DV = VERTICAL CONTROL DISK
 NV0819_SETTING: 66 = SET IN ROCK OUTCROP
 NV0819_SP_SET: ROCK OUTCROP
 NV0819_STAMPING: A 414 1983
 NV0819_MARK LOGO: NGS   
 NV0819_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0819+STABILITY: POSITION/ELEVATION WELL
 NV0819
 NV0819  HISTORY     - Date     Condition        Report By
 NV0819  HISTORY     - 1983     MONUMENTED       NGS
 NV0819  HISTORY     - 19990520 GOOD             IDTD
 NV0819
 NV0819                          STATION DESCRIPTION
 NV0819
 NV0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0819'9.8 KM (6.1 MI) EAST FROM GOODING.
 NV0819'9.85 KM (6.15 MI) EAST ALONG U.S. HIGHWAY 26 FROM THE INTERSECTION OF
 NV0819'STATE HIGHWAY 46 AT GOODING, ALSO 15.65 KM (9.8 MI) WEST OF THE
 NV0819'JUNCTION OF U.S. HIGHWAY 93 AT SHOSHONE, IN THE NORTHEAST EDGE OF A 9
 NV0819'BY 12 FOOT PORTION OF VOLCANIC ROCK OUTCROP FLUSH WITH THE SURFACE OF
 NV0819'THE GROUND AND AT THE SOUTHWEST END OF A LONG LOW BEDROCK CUT, 0.35 KM
 NV0819'(0.2 MI) NORTHEAST OF MILEPOST 156, 0.2 KM (0.1 MI) NORTHEAST OF THE
 NV0819'GOODING-LINCOLN COUNTY LINE, 19.0 METERS (62.5 FT) SOUTHEAST OF THE
 NV0819'HIGHWAY CENTERLINE AND 6.7 METERS (22 FT) SOUTHEAST OF THE NORTHWEST
 NV0819'EDGE OF THE CUT.
 NV0819'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 NV0819'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 NV0819
 NV0819                          STATION RECOVERY (1999)
 NV0819
 NV0819'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (BN)
 NV0819'MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1983.  THIS
 NV0819'MARK HAS A CLEAR SKY FOR GPS WITH NO OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1127 ***********************************************************************
 OH1127  DESIGNATION -  A 415
 OH1127  PID         -  OH1127
 OH1127  STATE/COUNTY-  ID/ADA
 OH1127  USGS QUAD   -  BOISE SOUTH (1976)
 OH1127
 OH1127                         *CURRENT SURVEY CONTROL
 OH1127  ___________________________________________________________________
 OH1127* NAD 83(1986)-  43 32 44.     (N)    116 09 26.     (W)     SCALED    
 OH1127* NAVD 88     -       906.647  (meters)    2974.56   (feet)  ADJUSTED  
 OH1127  ___________________________________________________________________
 OH1127  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 OH1127  DYNAMIC HT  -         906.287 (meters)    2973.38  (feet)  COMP
 OH1127  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 OH1127
 OH1127  VERT ORDER  -  FIRST     CLASS II
 OH1127
 OH1127.The horizontal coordinates were scaled from a topographic map and have
 OH1127.an estimated accuracy of +/- 6 seconds.
 OH1127
 OH1127.The orthometric height was determined by differential leveling
 OH1127.and adjusted by the National Geodetic Survey in January 1993..
 OH1127
 OH1127.The geoid height was determined by GEOID03.
 OH1127
 OH1127.The dynamic height is computed by dividing the NAVD 88
 OH1127.geopotential number by the normal gravity value computed on the
 OH1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1127.degrees latitude (g = 980.6199 gals.).
 OH1127
 OH1127.The modeled gravity was interpolated from observed gravity values.
 OH1127
 OH1127;                    North         East    Units  Estimated Accuracy
 OH1127;SPC ID W     -   208,780.      767,090.      MT  (+/- 180 meters Scaled)
 OH1127
 OH1127                          SUPERSEDED SURVEY CONTROL
 OH1127
 OH1127  NAVD 88 (06/15/91)  906.647  (m)         2974.56   (f) UNKNOWN     1 2
 OH1127
 OH1127.Superseded values are not recommended for survey control.
 OH1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1127.See file dsdata.txt to determine how the superseded data were derived.
 OH1127
 OH1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ680217(NAD 83)
 OH1127_MARKER: DV = VERTICAL CONTROL DISK
 OH1127_SETTING: 66 = SET IN ROCK OUTCROP
 OH1127_SP_SET: IN A DRILL HOLE IN BEDROCK
 OH1127_STAMPING: A 415 1983
 OH1127_MARK LOGO: NGS   
 OH1127_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH1127+STABILITY: POSITION/ELEVATION WELL
 OH1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH1127+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1992
 OH1127
 OH1127  HISTORY     - Date     Condition        Report By
 OH1127  HISTORY     - 1983     MONUMENTED       NGS
 OH1127  HISTORY     - 19920623 GOOD             NGS
 OH1127
 OH1127                          STATION DESCRIPTION
 OH1127
 OH1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1127'8.4 KM (5.2 MI) SE FROM BOISE.
 OH1127'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OH1127'8.4 KM (5.2 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC
 OH1127'RAILROAD STATION AT BOISE, IN TOP OF A LOW LEDGE OF GRAY OUTCROP
 OH1127'PROJECTING FROM THE BASE OF THE NORTHWEST END OF A ROCKY CUT BANK, AT
 OH1127'THE CENTER OF A SHORT GRADE, 0.5 KM (0.3 MI) NORTHWEST OF THE JUNCTION
 OH1127'OF E GOWEN ROAD, 10.0 METERS (33 FT) NORTHEAST OF THE ROAD CENTERLINE,
 OH1127'36.0 METERS (118 FT) SOUTHEAST OF THE NORTHWEST END OF THE CUT.
 OH1127'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 OH1127
 OH1127                          STATION RECOVERY (1992)
 OH1127
 OH1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH1127'3.8 KM (2.35 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 OH1127'JUNCTION OF BROADWAY AVENUE (EXIT 54) IN BOISE, THENCE 0.4 KM
 OH1127'(0.25 MI) EASTERLY ALONG GOWEN ROAD, THENCE 0.5 KM (0.30 MI)
 OH1127'NORTH-NORTHWEST ALONG FEDERAL WAY, IN A LEDGE NEAR THE NORTHWEST END
 OH1127'OF A ROCKY CUTBANK, NEAR THE CENTER OF A SHORT GRADE, 36.0 M
 OH1127'(118.1 FT) SOUTHEAST OF THE NORTHWEST END OF THE CUT, 10.0 M
 OH1127'(32.8 FT) NORTHEAST OF THE CENTER OF THE WAY, 0.2 M (0.7 FT)
 OH1127'SOUTHEAST OF A WITNESS POST, AND LEVEL WITH THE WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1505 ***********************************************************************
 OH1505  DESIGNATION -  A 415 RESET
 OH1505  PID         -  OH1505
 OH1505  STATE/COUNTY-  ID/ADA
 OH1505  USGS QUAD   -  BOISE SOUTH (1976)
 OH1505
 OH1505                         *CURRENT SURVEY CONTROL
 OH1505  ___________________________________________________________________
 OH1505* NAD 83(1986)-  43 32 45.     (N)    116 09 26.     (W)     SCALED    
 OH1505* NAVD 88     -       905.304  (meters)    2970.15   (feet)  ADJUSTED  
 OH1505  ___________________________________________________________________
 OH1505  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 OH1505  DYNAMIC HT  -         904.945 (meters)    2968.97  (feet)  COMP
 OH1505  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 OH1505
 OH1505  VERT ORDER  -  FIRST     CLASS II
 OH1505
 OH1505.The horizontal coordinates were scaled from a topographic map and have
 OH1505.an estimated accuracy of +/- 6 seconds.
 OH1505
 OH1505.The orthometric height was determined by differential leveling
 OH1505.and adjusted by the National Geodetic Survey in January 1993..
 OH1505
 OH1505.The geoid height was determined by GEOID03.
 OH1505
 OH1505.The dynamic height is computed by dividing the NAVD 88
 OH1505.geopotential number by the normal gravity value computed on the
 OH1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1505.degrees latitude (g = 980.6199 gals.).
 OH1505
 OH1505.The modeled gravity was interpolated from observed gravity values.
 OH1505
 OH1505;                    North         East    Units  Estimated Accuracy
 OH1505;SPC ID W     -   208,810.      767,090.      MT  (+/- 180 meters Scaled)
 OH1505
 OH1505                          SUPERSEDED SURVEY CONTROL
 OH1505
 OH1505.No superseded survey control is available for this station.
 OH1505
 OH1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ680217(NAD 83)
 OH1505_MARKER: I = METAL ROD
 OH1505_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OH1505+WITH SETTING: INFORMATION.
 OH1505_SP_SET: METAL ROD DRIVEN INTO GROUND
 OH1505_STAMPING: A 415 RESET 1992
 OH1505_MARK LOGO: NGS   
 OH1505_PROJECTION: FLUSH
 OH1505_MAGNETIC: I = MARKER IS A STEEL ROD
 OH1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH1505+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OH1505_ROD/PIPE-DEPTH: 1.5  meters
 OH1505
 OH1505  HISTORY     - Date     Condition        Report By
 OH1505  HISTORY     - 1992     MONUMENTED       NGS
 OH1505
 OH1505                          STATION DESCRIPTION
 OH1505
 OH1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OH1505'3.7 KM (2.30 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 OH1505'JUNCTION OF BROADWAY AVENUE (EXIT 54) IN BOISE, THENCE 0.4 KM
 OH1505'(0.25 MI) EASTERLY ALONG GOWEN ROAD, THENCE 0.5 KM (0.30 MI)
 OH1505'NORTH-NORTHWEST ALONG FEDERAL WAY, 15.6 M (51.2 FT) SOUTHEAST OF THE
 OH1505'SOUTHEAST CORNER OF A PUMP HOUSE, 13.4 M (44.0 FT) SOUTHWEST OF THE
 OH1505'CENTERLINE OF THE WAY, 1.4 M (4.6 FT) SOUTH-SOUTHEAST OF A UTILITY
 OH1505'POLE, 0.7 M (2.3 FT) NORTH-NORTHWEST OF A WITNESS POST, AND 0.5 M
 OH1505'(1.6 FT) ABOVE THE LEVEL OF THE WAY.  NOTE--ACCESS TO THE DATUM POINT
 OH1505'IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 OH1505'ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1117 ***********************************************************************
 OH1117  DESIGNATION -  A 416
 OH1117  PID         -  OH1117
 OH1117  STATE/COUNTY-  ID/ADA
 OH1117  USGS QUAD   -  MERIDIAN (1971)
 OH1117
 OH1117                         *CURRENT SURVEY CONTROL
 OH1117  ___________________________________________________________________
 OH1117* NAD 83(1986)-  43 36 17.     (N)    116 26 00.     (W)     SCALED    
 OH1117* NAVD 88     -       783.283  (meters)    2569.82   (feet)  ADJUSTED  
 OH1117  ___________________________________________________________________
 OH1117  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 OH1117  DYNAMIC HT  -         783.010 (meters)    2568.93  (feet)  COMP
 OH1117  MODELED GRAV-     980,245.0   (mgal)                       NAVD 88
 OH1117
 OH1117  VERT ORDER  -  FIRST     CLASS II
 OH1117
 OH1117.The horizontal coordinates were scaled from a topographic map and have
 OH1117.an estimated accuracy of +/- 6 seconds.
 OH1117
 OH1117.The orthometric height was determined by differential leveling
 OH1117.and adjusted by the National Geodetic Survey in June 1991..
 OH1117
 OH1117.The geoid height was determined by GEOID03.
 OH1117
 OH1117.The dynamic height is computed by dividing the NAVD 88
 OH1117.geopotential number by the normal gravity value computed on the
 OH1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1117.degrees latitude (g = 980.6199 gals.).
 OH1117
 OH1117.The modeled gravity was interpolated from observed gravity values.
 OH1117
 OH1117;                    North         East    Units  Estimated Accuracy
 OH1117;SPC ID W     -   215,500.      744,830.      MT  (+/- 180 meters Scaled)
 OH1117
 OH1117                          SUPERSEDED SURVEY CONTROL
 OH1117
 OH1117.No superseded survey control is available for this station.
 OH1117
 OH1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ457281(NAD 83)
 OH1117_MARKER: I = METAL ROD
 OH1117_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OH1117+WITH SETTING: INFORMATION.
 OH1117_SP_SET: STAINLESS STEEL ROD
 OH1117_STAMPING: A 416 1983
 OH1117_MARK LOGO: NGS   
 OH1117_PROJECTION: RECESSED 15 CENTIMETERS
 OH1117_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1117+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 OH1117_ROD/PIPE-DEPTH: 2.4  meters
 OH1117
 OH1117  HISTORY     - Date     Condition        Report By
 OH1117  HISTORY     - 1983     MONUMENTED       NGS
 OH1117  HISTORY     - 20001003 GOOD             IDTD
 OH1117
 OH1117                          STATION DESCRIPTION
 OH1117
 OH1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1117'11.9 KM (7.4 MI) NE FROM NAMPA.
 OH1117'11.9 KM (7.4 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN
 OH1117'NAMPA, AT THE WEST END OF A SMALL BRIDGE OVER TEN MILE CREEK AND IN
 OH1117'LINE WITH A POWER LINE, 10.5 METERS (34 FT) NORTH OF THE HIGHWAY
 OH1117'CENTERLINE, 7.5 METERS (25 FT) WEST-NORTHWEST OF THE WEST END OF THE
 OH1117'NORTH CONCRETE GUARDRAIL, 81.0 METERS (266 FT) EAST OF THE CENTER OF
 OH1117'TEN MILE ROAD, 1.0 METER (3 FT) WEST OF POWER POLE 320.
 OH1117'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 OH1117
 OH1117                          STATION RECOVERY (2000)
 OH1117
 OH1117'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 OH1117'STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) WEST OF MERIDIAN ALONG THE
 OH1117'NORTH SIDE OF FRANKLIN ROAD NEAR THE WEST END OF A SMALL BRIDGE OVER
 OH1117'TEN MILE CREEK AND JUST WEST OF POWER POLE 320.  OWNERSHIP--ROAD
 OH1117'RIGHT-OF-WAY.  REACHED FROM THE JUNCTION OF MERIDIAN ROAD AND FRANKLIN
 OH1117'ROAD IN MERIDIAN.  GO WEST ON FRANKLIN ROAD FOR 1.6 KM (1.00 MI) TO
 OH1117'ITS JUNCTION WITH LINDER ROAD, CONTINUE WEST ON FRANKLIN ROAD FOR 1.55
 OH1117'KM (0.95 MI) TO A SMALL BRIDGE OVER TEN MILE CREEK AND MARK ON THE
 OH1117'RIGHT NEAR POWER POLE 320 AND JUST BEFORE REACHING TEN MILE ROAD.  IT
 OH1117'IS 10.5 M (34.4 FT) NORTH OF THE CENTER OF FRANKLIN ROAD, 1.0 M (3.3
 OH1117'FT) WEST OF POWER POLE 320, 1.5 M (4.9 FT) SOUTH OF THE RIGHT-OF-WAY
 OH1117'FENCE AND 0.6 M (2.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1095 ***********************************************************************
 OH1095  DESIGNATION -  A 417
 OH1095  PID         -  OH1095
 OH1095  STATE/COUNTY-  ID/CANYON
 OH1095  USGS QUAD   -  PARMA (1975)
 OH1095
 OH1095                         *CURRENT SURVEY CONTROL
 OH1095  ___________________________________________________________________
 OH1095* NAD 83(1986)-  43 45 27.     (N)    116 53 37.     (W)     SCALED    
 OH1095* NAVD 88     -       686.163  (meters)    2251.19   (feet)  ADJUSTED  
 OH1095  ___________________________________________________________________
 OH1095  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 OH1095  DYNAMIC HT  -         685.936 (meters)    2250.44  (feet)  COMP
 OH1095  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 OH1095
 OH1095  VERT ORDER  -  FIRST     CLASS II
 OH1095
 OH1095.The horizontal coordinates were scaled from a topographic map and have
 OH1095.an estimated accuracy of +/- 6 seconds.
 OH1095
 OH1095.The orthometric height was determined by differential leveling
 OH1095.and adjusted by the National Geodetic Survey in June 1991..
 OH1095
 OH1095.The geoid height was determined by GEOID03.
 OH1095
 OH1095.The dynamic height is computed by dividing the NAVD 88
 OH1095.geopotential number by the normal gravity value computed on the
 OH1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1095.degrees latitude (g = 980.6199 gals.).
 OH1095
 OH1095.The modeled gravity was interpolated from observed gravity values.
 OH1095
 OH1095;                    North         East    Units  Estimated Accuracy
 OH1095;SPC ID W     -   232,890.      707,910.      MT  (+/- 180 meters Scaled)
 OH1095
 OH1095                          SUPERSEDED SURVEY CONTROL
 OH1095
 OH1095.No superseded survey control is available for this station.
 OH1095
 OH1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ085449(NAD 83)
 OH1095_MARKER: I = METAL ROD
 OH1095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1095_SP_SET: STAINLESS STEEL ROD
 OH1095_STAMPING: A 417 1983
 OH1095_MARK LOGO: NGS   
 OH1095_PROJECTION: FLUSH
 OH1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1095_ROD/PIPE-DEPTH: 5.5  meters
 OH1095
 OH1095  HISTORY     - Date     Condition        Report By
 OH1095  HISTORY     - 1983     MONUMENTED       NGS
 OH1095
 OH1095                          STATION DESCRIPTION
 OH1095
 OH1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1095'18.3 KM (11.4 MI) NW FROM CALDWELL.
 OH1095'18.3 KM (11.4 MI) NORTHWEST ALONG US HIGHWAYS 20 AND 26 FROM THE
 OH1095'T-JUNCTION OF INTERSTATE 84 IN CALDWELL, AT A WIRE MESH GATE IN THE
 OH1095'NORTHEAST RIGHT OF WAY FENCE, 19.0 METERS (62 FT) NORTHEAST OF THE
 OH1095'HIGHWAY CENTERLINE, 59.0 METERS (194 FT) NORTH ACROSS THE HIGHWAY FROM
 OH1095'MILEPOST 11, 11.0 METERS (36 FT) SOUTHEAST OF THE CENTER OF A FIELD
 OH1095'ACCESS ROAD AND 0.4 METER (1.5 FT) SOUTHWEST OF THE FENCE.
 OH1095'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 OH1095'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0841 ***********************************************************************
 OZ0841  DESIGNATION -  A 418
 OZ0841  PID         -  OZ0841
 OZ0841  STATE/COUNTY-  ID/ELMORE
 OZ0841  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0841
 OZ0841                         *CURRENT SURVEY CONTROL
 OZ0841  ___________________________________________________________________
 OZ0841* NAD 83(1986)-  43 04 09.     (N)    115 43 10.     (W)     SCALED    
 OZ0841* NAVD 88     -       938.194  (meters)    3078.06   (feet)  ADJUSTED  
 OZ0841  ___________________________________________________________________
 OZ0841  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 OZ0841  DYNAMIC HT  -         937.811 (meters)    3076.80  (feet)  COMP
 OZ0841  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 OZ0841
 OZ0841  VERT ORDER  -  FIRST     CLASS II
 OZ0841
 OZ0841.The horizontal coordinates were scaled from a topographic map and have
 OZ0841.an estimated accuracy of +/- 6 seconds.
 OZ0841
 OZ0841.The orthometric height was determined by differential leveling
 OZ0841.and adjusted by the National Geodetic Survey in June 1991..
 OZ0841
 OZ0841.The geoid height was determined by GEOID03.
 OZ0841
 OZ0841.The dynamic height is computed by dividing the NAVD 88
 OZ0841.geopotential number by the normal gravity value computed on the
 OZ0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0841.degrees latitude (g = 980.6199 gals.).
 OZ0841
 OZ0841.The modeled gravity was interpolated from observed gravity values.
 OZ0841
 OZ0841;                    North         East    Units  Estimated Accuracy
 OZ0841;SPC ID W     -   155,780.      802,490.      MT  (+/- 180 meters Scaled)
 OZ0841
 OZ0841                          SUPERSEDED SURVEY CONTROL
 OZ0841
 OZ0841.No superseded survey control is available for this station.
 OZ0841
 OZ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH042692(NAD 83)
 OZ0841_MARKER: I = METAL ROD
 OZ0841_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OZ0841+WITH SETTING: INFORMATION.
 OZ0841_SP_SET: SHALLOW-SET METAL ROD
 OZ0841_STAMPING: A 418 1983
 OZ0841_MARK LOGO: NGS   
 OZ0841_MAGNETIC: I = MARKER IS A STEEL ROD
 OZ0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0841
 OZ0841  HISTORY     - Date     Condition        Report By
 OZ0841  HISTORY     - 1983     MONUMENTED       NGS
 OZ0841  HISTORY     - 19840601 GOOD             NGS
 OZ0841
 OZ0841                          STATION DESCRIPTION
 OZ0841
 OZ0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 OZ0841'LOCATION--8.8 KM (5.5 MT) SOUTH OF MOUNTAIN HOME. 8.8 KM (5.5 MT)
 OZ0841'SOUTH ALONG STATE HIGHWAY 51 FROM THE RAILROAD UNDERPASS AT MOUNTAIN
 OZ0841'HOME, AT THE SOUTH END OF A CURVE AND AT A POWERLINE CROSSING, 14.3 M
 OZ0841'(47 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 9.1 M (30 FT) NORTHWEST
 OZ0841'OF A FENCE AND 0.9 M (3 FT) WEST OF A POWER POLE.  A SHALLOW-SET METAL
 OZ0841'ROD SET TO THE DEPTH OF 2.1 M ENCASED IN A PIPE FLUSH WITH THE GROUND.
 OZ0841'2.0 M BELOW THE HIGHWAY.  1.0 M EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0912 ***********************************************************************
 NV0912  DESIGNATION -  A 419
 NV0912  PID         -  NV0912
 NV0912  STATE/COUNTY-  ID/OWYHEE
 NV0912  USGS QUAD   -  LITTLE VALLEY (1992)
 NV0912
 NV0912                         *CURRENT SURVEY CONTROL
 NV0912  ___________________________________________________________________
 NV0912* NAD 83(1986)-  42 45 57.     (N)    115 54 34.     (W)     SCALED    
 NV0912* NAVD 88     -       879.530  (meters)    2885.59   (feet)  ADJUSTED  
 NV0912  ___________________________________________________________________
 NV0912  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 NV0912  DYNAMIC HT  -         879.119 (meters)    2884.24  (feet)  COMP
 NV0912  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 NV0912
 NV0912  VERT ORDER  -  FIRST     CLASS II
 NV0912
 NV0912.The horizontal coordinates were scaled from a topographic map and have
 NV0912.an estimated accuracy of +/- 6 seconds.
 NV0912
 NV0912.The orthometric height was determined by differential leveling
 NV0912.and adjusted by the National Geodetic Survey in June 1991..
 NV0912
 NV0912.The geoid height was determined by GEOID03.
 NV0912
 NV0912.The dynamic height is computed by dividing the NAVD 88
 NV0912.geopotential number by the normal gravity value computed on the
 NV0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0912.degrees latitude (g = 980.6199 gals.).
 NV0912
 NV0912.The modeled gravity was interpolated from observed gravity values.
 NV0912
 NV0912;                    North         East    Units  Estimated Accuracy
 NV0912;SPC ID W     -   122,100.      786,950.      MT  (+/- 180 meters Scaled)
 NV0912
 NV0912                          SUPERSEDED SURVEY CONTROL
 NV0912
 NV0912.No superseded survey control is available for this station.
 NV0912
 NV0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH892353(NAD 83)
 NV0912_MARKER: I = METAL ROD
 NV0912_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NV0912+WITH SETTING: INFORMATION.
 NV0912_SP_SET: SHALLOW-SET METAL ROD
 NV0912_STAMPING: A 419 1983
 NV0912_MARK LOGO: NGS   
 NV0912_MAGNETIC: I = MARKER IS A STEEL ROD
 NV0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0912
 NV0912  HISTORY     - Date     Condition        Report By
 NV0912  HISTORY     - 1983     MONUMENTED       NGS
 NV0912  HISTORY     - 19840601 GOOD             NGS
 NV0912
 NV0912                          STATION DESCRIPTION
 NV0912
 NV0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0912'LOCATION--18.3 KM (11.4 MI) SOUTH OF BRUNEAU. 18.3 KM (11.4 MI) SOUTH
 NV0912'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0912'BRUNEAU, 0.9 KM (0.55 MI) SOUTH OF MILEPOST 61, 18.9 M (62 FT) EAST OF
 NV0912'THE HIGHWAY CENTERLINE AND 23.5 M (77 FT) NORTH OF THE CENTER OF A
 NV0912'FIELD ROAD.  A SHALLOW-SET METAL ROD SET TO THE DEPTH OF 1.2 M ENCASED
 NV0912'IN A PIPE FLUSH WITH THE GROUND. 0.6 M ABOVE THE HIGHWAY.  0.6 M WEST
 NV0912'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0382 ***********************************************************************
 QY0382  DESIGNATION -  A 42
 QY0382  PID         -  QY0382
 QY0382  STATE/COUNTY-  ID/LEMHI
 QY0382  USGS QUAD   -  GIBBONSVILLE (1994)
 QY0382
 QY0382                         *CURRENT SURVEY CONTROL
 QY0382  ___________________________________________________________________
 QY0382* NAD 83(1986)-  45 35 37.     (N)    113 57 44.     (W)     SCALED    
 QY0382* NAVD 88     -      1511.254  (meters)    4958.17   (feet)  POSTED    
 QY0382  ___________________________________________________________________
 QY0382  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 QY0382  DYNAMIC HT  -        1510.650 (meters)    4956.19  (feet)  COMP
 QY0382  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 QY0382
 QY0382  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QY0382
 QY0382.The horizontal coordinates were scaled from a topographic map and have
 QY0382.an estimated accuracy of +/- 6 seconds.
 QY0382
 QY0382.The orthometric height was determined by differential leveling
 QY0382.and adjusted by the National Geodetic Survey in 1992..
 QY0382.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QY0382.rate of 0.0 thru 1.0 mm/km.
 QY0382
 QY0382.The geoid height was determined by GEOID03.
 QY0382
 QY0382.The dynamic height is computed by dividing the NAVD 88
 QY0382.geopotential number by the normal gravity value computed on the
 QY0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0382.degrees latitude (g = 980.6199 gals.).
 QY0382
 QY0382.The modeled gravity was interpolated from observed gravity values.
 QY0382
 QY0382;                    North         East    Units  Estimated Accuracy
 QY0382;SPC ID C     -   436,280.      502,950.      MT  (+/- 180 meters Scaled)
 QY0382
 QY0382                          SUPERSEDED SURVEY CONTROL
 QY0382
 QY0382  NGVD 29 (??/??/92) 1510.011  (m)         4954.09   (f) ADJ UNCH    1 2
 QY0382
 QY0382.Superseded values are not recommended for survey control.
 QY0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0382.See file dsdata.txt to determine how the superseded data were derived.
 QY0382
 QY0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR689531(NAD 83)
 QY0382_MARKER: DB = BENCH MARK DISK
 QY0382_SETTING: 80 = SET IN A BOULDER
 QY0382_STAMPING: A 42 1934
 QY0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0382+STABILITY: SURFACE MOTION
 QY0382
 QY0382  HISTORY     - Date     Condition        Report By
 QY0382  HISTORY     - 1934     MONUMENTED       CGS
 QY0382  HISTORY     - 1966     GOOD             USGS
 QY0382
 QY0382                          STATION DESCRIPTION
 QY0382
 QY0382'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QY0382'4.3 MI N FROM GIBBONSVILLE.
 QY0382'GIBBONSVILLE, 4.3 MILES NORTH ALONG U. S. HWY 93 FROM.  1.0 MILE SOUTH
 QY0382'OF ROAD WEST TO TWIN CREEK CAMPGROUND, 130 FT. SOUTHEAST OF NEW HWY AT
 QY0382'SOUTH CULVERT OF TWO FOR NORTH FORK SALMON RIVER, SET IN SMALL
 QY0382'BOULDER, A STD. DISK STAMPED A 42 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0941 ***********************************************************************
 NV0941  DESIGNATION -  A 420
 NV0941  PID         -  NV0941
 NV0941  STATE/COUNTY-  ID/OWYHEE
 NV0941  USGS QUAD   -  GRASMERE RESERVOIR (1979)
 NV0941
 NV0941                         *CURRENT SURVEY CONTROL
 NV0941  ___________________________________________________________________
 NV0941* NAD 83(1986)-  42 22 16.     (N)    115 53 07.     (W)     SCALED    
 NV0941* NAVD 88     -      1565.949  (meters)    5137.62   (feet)  ADJUSTED  
 NV0941  ___________________________________________________________________
 NV0941  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 NV0941  DYNAMIC HT  -        1564.928 (meters)    5134.27  (feet)  COMP
 NV0941  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 NV0941
 NV0941  VERT ORDER  -  FIRST     CLASS II
 NV0941
 NV0941.The horizontal coordinates were scaled from a topographic map and have
 NV0941.an estimated accuracy of +/- 6 seconds.
 NV0941
 NV0941.The orthometric height was determined by differential leveling
 NV0941.and adjusted by the National Geodetic Survey in June 1991..
 NV0941
 NV0941.The geoid height was determined by GEOID03.
 NV0941
 NV0941.The dynamic height is computed by dividing the NAVD 88
 NV0941.geopotential number by the normal gravity value computed on the
 NV0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0941.degrees latitude (g = 980.6199 gals.).
 NV0941
 NV0941.The modeled gravity was interpolated from observed gravity values.
 NV0941
 NV0941;                    North         East    Units  Estimated Accuracy
 NV0941;SPC ID W     -    78,250.      788,860.      MT  (+/- 180 meters Scaled)
 NV0941
 NV0941                          SUPERSEDED SURVEY CONTROL
 NV0941
 NV0941.No superseded survey control is available for this station.
 NV0941
 NV0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG917915(NAD 83)
 NV0941_MARKER: DV = VERTICAL CONTROL DISK
 NV0941_SETTING: 66 = SET IN ROCK OUTCROP
 NV0941_SP_SET: ROCK OUTCROP
 NV0941_STAMPING: A 420 1983
 NV0941_MARK LOGO: NGS   
 NV0941_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0941+STABILITY: POSITION/ELEVATION WELL
 NV0941
 NV0941  HISTORY     - Date     Condition        Report By
 NV0941  HISTORY     - 1983     MONUMENTED       NGS
 NV0941  HISTORY     - 19840601 GOOD             NGS
 NV0941
 NV0941                          STATION DESCRIPTION
 NV0941
 NV0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0941'LOCATION--30.1 KM (18.7 MI) NORTH OF RIDDLE. 30.1 KM (18.7 MI) NORTH
 NV0941'ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE ALSO 62.9 KM (39.1 MI)
 NV0941'SOUTH OF BRUNEAU, 0.6 KM (0.4 MI) SOUTH OF THE CAFE AND GAS STATION AT
 NV0941'GRASMERE, IN TOP OF A 2- BY 3-FOOT PORTION OF OUTCROP FLUSH WITH THE
 NV0941'SURFACE OF THE GROUND, IN A LOW CUT IN THE SOUTHEAST CORNER OF A ROAD
 NV0941'LEADING EAST TO THE GRASMERE LANDING STRIP, 16.8 M (55.5 FT) EAST OF
 NV0941'THE HIGHWAY CENTERLINE, 13.7 M (45 FT) SOUTH OF THE CENTER OF THE ROAD
 NV0941'LEADING TO THE LANDING STRIP, 12.2 M (40 FT) SOUTHWEST OF THE
 NV0941'SOUTHWEST CORNER OF A CATTLE GUARD AND 8.2 M (27 FT) WEST OF THE RIGHT
 NV0941'OF WAY FENCE. 1.0 M ABOVE THE HIGHWAY.  0.3 M EAST FROM A WITNESS
 NV0941'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0846 ***********************************************************************
 NV0846  DESIGNATION -  A 422
 NV0846  PID         -  NV0846
 NV0846  STATE/COUNTY-  ID/JEROME
 NV0846  USGS QUAD   -  FALLS CITY (1992)
 NV0846
 NV0846                         *CURRENT SURVEY CONTROL
 NV0846  ___________________________________________________________________
 NV0846* NAD 83(1986)-  42 44 05.     (N)    114 26 22.     (W)     SCALED    
 NV0846* NAVD 88     -      1255.897  (meters)    4120.39   (feet)  ADJUSTED  
 NV0846  ___________________________________________________________________
 NV0846  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 NV0846  DYNAMIC HT  -        1255.226 (meters)    4118.19  (feet)  COMP
 NV0846  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 NV0846
 NV0846  VERT ORDER  -  FIRST     CLASS II
 NV0846
 NV0846.The horizontal coordinates were scaled from a topographic map and have
 NV0846.an estimated accuracy of +/- 6 seconds.
 NV0846
 NV0846.The orthometric height was determined by differential leveling
 NV0846.and adjusted by the National Geodetic Survey in June 1991..
 NV0846
 NV0846.The geoid height was determined by GEOID03.
 NV0846
 NV0846.The dynamic height is computed by dividing the NAVD 88
 NV0846.geopotential number by the normal gravity value computed on the
 NV0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0846.degrees latitude (g = 980.6199 gals.).
 NV0846
 NV0846.The modeled gravity was interpolated from observed gravity values.
 NV0846
 NV0846;                    North         East    Units  Estimated Accuracy
 NV0846;SPC ID C     -   118,720.      464,020.      MT  (+/- 180 meters Scaled)
 NV0846
 NV0846                          SUPERSEDED SURVEY CONTROL
 NV0846
 NV0846.No superseded survey control is available for this station.
 NV0846
 NV0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH096345(NAD 83)
 NV0846_MARKER: I = METAL ROD
 NV0846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0846_SP_SET: STAINLESS STEEL ROD
 NV0846_STAMPING: A 422 1983
 NV0846_MARK LOGO: NGS   
 NV0846_PROJECTION: FLUSH
 NV0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0846_ROD/PIPE-DEPTH: 3.0  meters
 NV0846
 NV0846  HISTORY     - Date     Condition        Report By
 NV0846  HISTORY     - 1983     MONUMENTED       NGS
 NV0846
 NV0846                          STATION DESCRIPTION
 NV0846
 NV0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0846'22.8 KM (14.3 MI) SOUTH FROM SHOSHONE.
 NV0846'22.85 KM (14.3 MI) SOUTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0846'U.S. HIGHWAY 26 AT SHOSHONE, IN THE SOUTHEAST CORNER OF THE T JUNCTION
 NV0846'OF A GRAVEL ROAD LEADING EAST TO THE JEROME COUNTY DUMP, 1.2 KM
 NV0846'(0.75 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 25, 0.75 KM
 NV0846'(0.45 MI) NORTH OF MILEPOST 59, 61.0 METERS (200 FT) SOUTHEAST OF THE
 NV0846'HIGHWAY CENTERLINE, 38.1 METERS (125 FT) SOUTH OF THE CENTER OF THE
 NV0846'ROAD, 6.8 METERS (22.5 FT) NORTH OF A POWER POLE AND 0.3 METER (1 FT)
 NV0846'WEST OF THE RIGHT OF WAY FENCE.
 NV0846'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NV0846'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0875 ***********************************************************************
 NV0875  DESIGNATION -  A 423
 NV0875  PID         -  NV0875
 NV0875  STATE/COUNTY-  ID/TWIN FALLS
 NV0875  USGS QUAD   -  KIMBERLY (1992)
 NV0875
 NV0875                         *CURRENT SURVEY CONTROL
 NV0875  ___________________________________________________________________
 NV0875* NAD 83(1986)-  42 32 00.     (N)    114 17 11.     (W)     SCALED    
 NV0875* NAVD 88     -      1235.777  (meters)    4054.38   (feet)  ADJUSTED  
 NV0875  ___________________________________________________________________
 NV0875  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 NV0875  DYNAMIC HT  -        1235.091 (meters)    4052.13  (feet)  COMP
 NV0875  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 NV0875
 NV0875  VERT ORDER  -  FIRST     CLASS II
 NV0875
 NV0875.The horizontal coordinates were scaled from a topographic map and have
 NV0875.an estimated accuracy of +/- 6 seconds.
 NV0875
 NV0875.The orthometric height was determined by differential leveling
 NV0875.and adjusted by the National Geodetic Survey in June 1991..
 NV0875
 NV0875.The geoid height was determined by GEOID03.
 NV0875
 NV0875.The dynamic height is computed by dividing the NAVD 88
 NV0875.geopotential number by the normal gravity value computed on the
 NV0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0875.degrees latitude (g = 980.6199 gals.).
 NV0875
 NV0875.The modeled gravity was interpolated from observed gravity values.
 NV0875
 NV0875;                    North         East    Units  Estimated Accuracy
 NV0875;SPC ID C     -    96,300.      476,470.      MT  (+/- 180 meters Scaled)
 NV0875
 NV0875                          SUPERSEDED SURVEY CONTROL
 NV0875
 NV0875.No superseded survey control is available for this station.
 NV0875
 NV0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH228125(NAD 83)
 NV0875_MARKER: DB = BENCH MARK DISK
 NV0875_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NV0875+WITH SETTING: PAVEMENT
 NV0875_SP_SET: WELL PAD
 NV0875_STAMPING: A 423 1983
 NV0875_MARK LOGO: NGS   
 NV0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0875+STABILITY: POSITION/ELEVATION WELL
 NV0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0875+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 NV0875
 NV0875  HISTORY     - Date     Condition        Report By
 NV0875  HISTORY     - 1983     MONUMENTED       NGS
 NV0875  HISTORY     - 20050503 GOOD             GEOCAC
 NV0875
 NV0875                          STATION DESCRIPTION
 NV0875
 NV0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0875'1.6 KM (1.0 MI) NE FROM HANSEN.
 NV0875'0.4 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 NV0875'HANSEN, THENCE 1.2 KM (0.75 MI) EAST ALONG U.S. HIGHWAY 30, IN TOP OF
 NV0875'THE SOUTHEAST CORNER OF A 8 BY 8 FOOT CONCRETE PAD ATTACHED TO A DEEP
 NV0875'SET 12-INCH IRRIGATION WELL CASING ON THE SOUTHWEST CORNER OF THE
 NV0875'INTERSECTION OF 3900 EAST ROAD, 21.3 METERS (70 FT) SOUTH OF THE
 NV0875'HIGHWAY CENTERLINE, 12.5 METERS (41 FT) WEST OF THE CENTER OF THE ROAD
 NV0875'AND 0.6 METER (2 FT) NORTH OF THE SOUTH EDGE OF THE PAD.
 NV0875'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 NV0875
 NV0875                          STATION RECOVERY (2005)
 NV0875
 NV0875'RECOVERY NOTE BY GEOCACHING 2005 (MAC)
 NV0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1467 ***********************************************************************
 NU1467  DESIGNATION -  A 424
 NU1467  PID         -  NU1467
 NU1467  STATE/COUNTY-  ID/MINIDOKA
 NU1467  USGS QUAD   -  RUPERT (1976)
 NU1467
 NU1467                         *CURRENT SURVEY CONTROL
 NU1467  ___________________________________________________________________
 NU1467* NAD 83(1986)-  42 34 09.     (N)    113 37 58.     (W)     SCALED    
 NU1467* NAVD 88     -      1266.751  (meters)    4156.00   (feet)  ADJUSTED  
 NU1467  ___________________________________________________________________
 NU1467  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NU1467  DYNAMIC HT  -        1266.028 (meters)    4153.63  (feet)  COMP
 NU1467  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 NU1467
 NU1467  VERT ORDER  -  FIRST     CLASS II
 NU1467
 NU1467.The horizontal coordinates were scaled from a topographic map and have
 NU1467.an estimated accuracy of +/- 6 seconds.
 NU1467
 NU1467.The orthometric height was determined by differential leveling
 NU1467.and adjusted by the National Geodetic Survey in June 1991..
 NU1467
 NU1467.The geoid height was determined by GEOID03.
 NU1467
 NU1467.The dynamic height is computed by dividing the NAVD 88
 NU1467.geopotential number by the normal gravity value computed on the
 NU1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1467.degrees latitude (g = 980.6199 gals.).
 NU1467
 NU1467.The modeled gravity was interpolated from observed gravity values.
 NU1467
 NU1467;                    North         East    Units  Estimated Accuracy
 NU1467;SPC ID C     -   100,310.      530,150.      MT  (+/- 180 meters Scaled)
 NU1467
 NU1467                          SUPERSEDED SURVEY CONTROL
 NU1467
 NU1467.No superseded survey control is available for this station.
 NU1467
 NU1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN839163(NAD 83)
 NU1467_MARKER: DB = BENCH MARK DISK
 NU1467_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NU1467_SP_SET: GUARDRAIL
 NU1467_STAMPING: A 424 1983
 NU1467_MARK LOGO: NGS   
 NU1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1467
 NU1467  HISTORY     - Date     Condition        Report By
 NU1467  HISTORY     - 1983     MONUMENTED       NGS
 NU1467
 NU1467                          STATION DESCRIPTION
 NU1467
 NU1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1467'8.5 KM (5.3 MI) EAST FROM HEYBURN.
 NU1467'8.55 KM (5.35 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE
 NU1467'OVERPASS BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN,
 NU1467'IN TOP OF THE WEST END OF THE WEST CONCRETE GUARDRAIL OVER AN ABUTMENT
 NU1467'FOR THE NORTH GUARDRAIL OF THE WEST BOUND BRIDGE OVER THE SNAKE RIVER,
 NU1467'5.0 METERS (16.5 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE AND
 NU1467'53.3 METERS (175 FT) EAST OF MILEPOST 216.
 NU1467'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1494 ***********************************************************************
 NU1494  DESIGNATION -  A 425
 NU1494  PID         -  NU1494
 NU1494  STATE/COUNTY-  ID/POWER
 NU1494  USGS QUAD   -  SCHILLER (1971)
 NU1494
 NU1494                         *CURRENT SURVEY CONTROL
 NU1494  ___________________________________________________________________
 NU1494* NAD 83(1986)-  42 52 51.     (N)    112 39 31.     (W)     SCALED    
 NU1494* NAVD 88     -      1349.502  (meters)    4427.49   (feet)  ADJUSTED  
 NU1494  ___________________________________________________________________
 NU1494  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 NU1494  DYNAMIC HT  -        1348.734 (meters)    4424.97  (feet)  COMP
 NU1494  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 NU1494
 NU1494  VERT ORDER  -  FIRST     CLASS II
 NU1494
 NU1494.The horizontal coordinates were scaled from a topographic map and have
 NU1494.an estimated accuracy of +/- 6 seconds.
 NU1494
 NU1494.The orthometric height was determined by differential leveling
 NU1494.and adjusted by the National Geodetic Survey in June 1991..
 NU1494
 NU1494.The geoid height was determined by GEOID03.
 NU1494
 NU1494.The dynamic height is computed by dividing the NAVD 88
 NU1494.geopotential number by the normal gravity value computed on the
 NU1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1494.degrees latitude (g = 980.6199 gals.).
 NU1494
 NU1494.The modeled gravity was interpolated from observed gravity values.
 NU1494
 NU1494;                    North         East    Units  Estimated Accuracy
 NU1494;SPC ID E     -   134,980.      159,810.      MT  (+/- 180 meters Scaled)
 NU1494
 NU1494                          SUPERSEDED SURVEY CONTROL
 NU1494
 NU1494.No superseded survey control is available for this station.
 NU1494
 NU1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN645489(NAD 83)
 NU1494_MARKER: I = METAL ROD
 NU1494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NU1494_SP_SET: STAINLESS STEEL ROD
 NU1494_STAMPING: A 425 1983
 NU1494_MARK LOGO: NGS   
 NU1494_PROJECTION: FLUSH
 NU1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1494_ROD/PIPE-DEPTH: 14.0 meters
 NU1494
 NU1494  HISTORY     - Date     Condition        Report By
 NU1494  HISTORY     - 1983     MONUMENTED       NGS
 NU1494
 NU1494                          STATION DESCRIPTION
 NU1494
 NU1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1494'18.3 KM (11.4 MI) NW FROM POCATELLO.
 NU1494'18.35 KM (11.45 MI) NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 NU1494'THE STATION AT POCATELLO, AT A DIRT ROAD CROSSING THE CENTER OF THE
 NU1494'SCHILLER SIDING, 53.3 METERS (175 FT) NORTHWEST ACROSS OLD U.S.
 NU1494'HIGHWAY 30 FROM THE NORTHWEST RAIL OF THE MAIN TRACKS, 7.9 METERS
 NU1494'(26 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE DIRT ROAD, 11.3 METERS
 NU1494'(37 FT) NORTHWEST OF THE CENTERLINE OF OLD U.S. HIGHWAY 30, 2.1 METERS
 NU1494'(7 FT) NORTHEAST OF A POWER LINE T JUNCTION POLE AND 1.3 METERS
 NU1494'(4.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 NU1494'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 NU1494'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0803 ***********************************************************************
 OZ0803  DESIGNATION -  A 426
 OZ0803  PID         -  OZ0803
 OZ0803  STATE/COUNTY-  ID/CUSTER
 OZ0803  USGS QUAD   -  HARRY CANYON (1967)
 OZ0803
 OZ0803                         *CURRENT SURVEY CONTROL
 OZ0803  ___________________________________________________________________
 OZ0803* NAD 83(1986)-  43 59 51.     (N)    114 00 57.     (W)     SCALED    
 OZ0803* NAVD 88     -      2031.544  (meters)    6665.16   (feet)  ADJUSTED  
 OZ0803  ___________________________________________________________________
 OZ0803  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 OZ0803  DYNAMIC HT  -        2030.201 (meters)    6660.75  (feet)  COMP
 OZ0803  MODELED GRAV-     979,885.5   (mgal)                       NAVD 88
 OZ0803
 OZ0803  VERT ORDER  -  FIRST     CLASS II
 OZ0803
 OZ0803.The horizontal coordinates were scaled from a topographic map and have
 OZ0803.an estimated accuracy of +/- 6 seconds.
 OZ0803
 OZ0803.The orthometric height was determined by differential leveling
 OZ0803.and adjusted by the National Geodetic Survey in June 1991..
 OZ0803
 OZ0803.The geoid height was determined by GEOID03.
 OZ0803
 OZ0803.The dynamic height is computed by dividing the NAVD 88
 OZ0803.geopotential number by the normal gravity value computed on the
 OZ0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0803.degrees latitude (g = 980.6199 gals.).
 OZ0803
 OZ0803.The modeled gravity was interpolated from observed gravity values.
 OZ0803
 OZ0803;                    North         East    Units  Estimated Accuracy
 OZ0803;SPC ID C     -   258,920.      498,730.      MT  (+/- 180 meters Scaled)
 OZ0803
 OZ0803                          SUPERSEDED SURVEY CONTROL
 OZ0803
 OZ0803.No superseded survey control is available for this station.
 OZ0803
 OZ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ392759(NAD 83)
 OZ0803_MARKER: I = METAL ROD
 OZ0803_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OZ0803_SP_SET: STAINLESS STEEL ROD
 OZ0803_STAMPING: A 426 1983
 OZ0803_MARK LOGO: NGS   
 OZ0803_PROJECTION: FLUSH
 OZ0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0803_ROD/PIPE-DEPTH: 2.7  meters
 OZ0803
 OZ0803  HISTORY     - Date     Condition        Report By
 OZ0803  HISTORY     - 1983     MONUMENTED       NGS
 OZ0803  HISTORY     - 1984     GOOD             NGS
 OZ0803  HISTORY     - 1985     GOOD             NGS
 OZ0803
 OZ0803                          STATION DESCRIPTION
 OZ0803
 OZ0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OZ0803'40.7 KM (25.4 MI) NW FROM MACKAY.
 OZ0803'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 OZ0803'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST
 OZ0803'ALONG OLD STATE HIGHWAY 27, THENCE 14.0 KM (8.7 MI) SOUTHWEST
 OZ0803'ALONG BARTLETT POINT ROAD, ON THE INSIDE CORNER OF THE Y JUNCTION
 OZ0803'OF A TRACK ROAD LEADING NORTHEAST ALONG THE TOP EDGE OF THE BENCH
 OZ0803'ABOVE BIG LOST RIVER, 0.6 KM (0.4 MI) EAST OF THE BRIDGE OVER THE
 OZ0803'RIVER, 6.7 METERS (22 FT) NORTHWEST OF THE CENTER OF THE ROAD,
 OZ0803'12.3 METERS (40.5 FT) SOUTHEAST OF THE TOP EDGE OF THE BENCH,
 OZ0803'7.0 METERS (23 FT) SOUTHEAST OF THE CENTER OF THE TRACK ROAD AND
 OZ0803'6.2 METERS (20.5 FT) NORTHEAST OF POWER POLE 130 BEARING A
 OZ0803'TRANSFORMER.
 OZ0803'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 OZ0803'THE MARK IS 0.2 M BELOW THE ROAD.
 OZ0803
 OZ0803                          STATION RECOVERY (1984)
 OZ0803
 OZ0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OZ0803'RECOVERED IN GOOD CONDITION.
 OZ0803
 OZ0803                          STATION RECOVERY (1985)
 OZ0803
 OZ0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0651 ***********************************************************************
 QA0651  DESIGNATION -  A 427
 QA0651  PID         -  QA0651
 QA0651  STATE/COUNTY-  ID/CUSTER
 QA0651  USGS QUAD   -  ANTELOPE FLAT (1963)
 QA0651
 QA0651                         *CURRENT SURVEY CONTROL
 QA0651  ___________________________________________________________________
 QA0651* NAD 83(1986)-  44 15 49.     (N)    114 01 30.     (W)     SCALED    
 QA0651* NAVD 88     -      1990.354  (meters)    6530.02   (feet)  ADJUSTED  
 QA0651  ___________________________________________________________________
 QA0651  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 QA0651  DYNAMIC HT  -        1989.153 (meters)    6526.08  (feet)  COMP
 QA0651  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 QA0651
 QA0651  VERT ORDER  -  FIRST     CLASS II
 QA0651
 QA0651.The horizontal coordinates were scaled from a topographic map and have
 QA0651.an estimated accuracy of +/- 6 seconds.
 QA0651
 QA0651.The orthometric height was determined by differential leveling
 QA0651.and adjusted by the National Geodetic Survey in June 1991..
 QA0651
 QA0651.The geoid height was determined by GEOID03.
 QA0651
 QA0651.The dynamic height is computed by dividing the NAVD 88
 QA0651.geopotential number by the normal gravity value computed on the
 QA0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0651.degrees latitude (g = 980.6199 gals.).
 QA0651
 QA0651.The modeled gravity was interpolated from observed gravity values.
 QA0651
 QA0651;                    North         East    Units  Estimated Accuracy
 QA0651;SPC ID C     -   288,490.      498,000.      MT  (+/- 180 meters Scaled)
 QA0651
 QA0651                          SUPERSEDED SURVEY CONTROL
 QA0651
 QA0651.No superseded survey control is available for this station.
 QA0651
 QA0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK374054(NAD 83)
 QA0651_MARKER: DB = BENCH MARK DISK
 QA0651_SETTING: 66 = SET IN ROCK OUTCROP
 QA0651_SP_SET: ROCK OUTCROP
 QA0651_STAMPING: A 427 1985
 QA0651_MARK LOGO: NGS   
 QA0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0651+STABILITY: POSITION/ELEVATION WELL
 QA0651
 QA0651  HISTORY     - Date     Condition        Report By
 QA0651  HISTORY     - 1985     MONUMENTED       NGS
 QA0651
 QA0651                          STATION DESCRIPTION
 QA0651
 QA0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QA0651'35.1 KM (21.8 MI) SE FROM CHALLIS.
 QA0651'33.9 KM (21.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE INTERSECTION
 QA0651'OF MAIN STREET AT CHALLIS, THENCE 0.16 KM (0.10 MI) SOUTHWEST ALONG A
 QA0651'DIRT ROAD LEADING TO BROKEN WAGON CREEK, THENCE 1.07 KM (0.66 MI)
 QA0651'NORTHWEST ALONG A DIRT ROAD FOLLOWING THE OLD HIGHWAY GRADE, IN TOP OF
 QA0651'A 11 BY 18 FOOT PORTION OF GREY LIMESTONE OUTCROP PROJECTING 2 FEET
 QA0651'ABOVE A ROUNDED OUTCROP KNOLL, 9.4 METERS (31 FT) EAST-NORTHEAST OF
 QA0651'THE CENTER OF THE OLD HIGHWAY GRADE, 12.8 METERS (42 FT) SOUTH OF THE
 QA0651'SOUTH EDGE OF THE KNOLL AND 1.8 METERS (6 FT) NORTHWEST OF THE
 QA0651'SOUTHEAST END OF THE OUTCROP.
 QA0651'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 QA0651'THE MARK IS 0.8 M ABOVE THE OLD HIGHWAY BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1630 ***********************************************************************
 SV1630  DESIGNATION -  A 428
 SV1630  PID         -  SV1630
 SV1630  STATE/COUNTY-  ID/BENEWAH
 SV1630  USGS QUAD   -  TEKOA (1964)
 SV1630
 SV1630                         *CURRENT SURVEY CONTROL
 SV1630  ___________________________________________________________________
 SV1630* NAD 83(1986)-  47 14 07.     (N)    117 01 51.     (W)     SCALED    
 SV1630* NAVD 88     -       769.005  (meters)    2522.98   (feet)  ADJUSTED  
 SV1630  ___________________________________________________________________
 SV1630  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SV1630  DYNAMIC HT  -         768.991 (meters)    2522.93  (feet)  COMP
 SV1630  MODELED GRAV-     980,568.9   (mgal)                       NAVD 88
 SV1630
 SV1630  VERT ORDER  -  FIRST     CLASS II
 SV1630
 SV1630.The horizontal coordinates were scaled from a topographic map and have
 SV1630.an estimated accuracy of +/- 6 seconds.
 SV1630
 SV1630.The orthometric height was determined by differential leveling
 SV1630.and adjusted by the National Geodetic Survey in June 1991..
 SV1630
 SV1630.The geoid height was determined by GEOID03.
 SV1630
 SV1630.The dynamic height is computed by dividing the NAVD 88
 SV1630.geopotential number by the normal gravity value computed on the
 SV1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1630.degrees latitude (g = 980.6199 gals.).
 SV1630
 SV1630.The modeled gravity was interpolated from observed gravity values.
 SV1630
 SV1630;                    North         East    Units  Estimated Accuracy
 SV1630;SPC ID W     -   619,550.      703,020.      MT  (+/- 180 meters Scaled)
 SV1630
 SV1630                          SUPERSEDED SURVEY CONTROL
 SV1630
 SV1630.No superseded survey control is available for this station.
 SV1630
 SV1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN976313(NAD 83)
 SV1630_MARKER: I = METAL ROD
 SV1630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1630_SP_SET: STAINLESS STEEL ROD
 SV1630_STAMPING: A 428 1989
 SV1630_MARK LOGO: NGS   
 SV1630_PROJECTION: FLUSH
 SV1630_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1630+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1630_ROD/PIPE-DEPTH: 6.1  meters
 SV1630
 SV1630  HISTORY     - Date     Condition        Report By
 SV1630  HISTORY     - 1989     MONUMENTED       NGS
 SV1630
 SV1630                          STATION DESCRIPTION
 SV1630
 SV1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1630'LINE ENTERS IDAHO AT THIS POINT AND THE COEUR D ALENE INDIAN
 SV1630'RESERVATION.  MARK IS LOCATED 0.65 KM (0.40 MI) NORTHWEST FROM IDAHO
 SV1630'STATE HIGHWAY 60 MILEPOST 1, 0.1 KM (0.05 MI) NORTHWEST OF A POWER
 SV1630'LINE CROSSING AND 1.0 KM (0.60 MI) SOUTHEAST FROM THE
 SV1630'WASHINGTON-IDAHO STATE LINE.  OWNERSHIP, STATE RIGHT-OF-WAY.  REACHED
 SV1630'FROM THE JUNCTION OF WASHINGTON STATE HIGHWAYS 27 AND 274 WHICH IS AT
 SV1630'THE NORTH END OF TEKOA, WASHINGTON, GO NORTHEAST ON STATE HIGHWAY 274
 SV1630'FOR FOR 3.08 KM (1.90 MI) TO THE IDAHO STATE LINE AND THE JUNCTION OF
 SV1630'IDAHO STATE HIGHWAY 60 AND SIGN TO 95, TURN RIGHT AND GO EAST ON
 SV1630'IDAHO STATE HIGHWAY 60 FOR 0.94 KM (0.60 MI) TO THE MARK ON THE RIGHT
 SV1630'JUST AFTER PASSING A CELEBRATE IDAHO WITH US SIGN.  IT IS 11.5 M
 SV1630'(37.7 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 21.8 M (71.5
 SV1630'FT) SOUTH ACCROSS THE HIGHWAY FROM A BURIED CABLE SIGN, 12.9 M (42.3
 SV1630'FT) SOUTHEAST FROM A 36-INCH CORRUGATED METAL PIPE CULVERT, 21.5 M
 SV1630'(70.5 FT) SOUTHEAST FROM THE CENTER OF THE SIGN CELEBRATE IDAHO WITH
 SV1630'US AND 0.6 M (2.0 FT) NORTHWEST FROM A WITNESS POST.  MARK IS 0.30 M
 SV1630'(1.0 FT) BELOW THE HIGHWAY.  MARK IS A STAINLESS STEEL ROAD WITH A
 SV1630'CENTER PUNCH HOLE IN THE TOP.  NOTE--ACCESS TO DATUM POINT IS HAD
 SV1630'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1659 ***********************************************************************
 SV1659  DESIGNATION -  A 429
 SV1659  PID         -  SV1659
 SV1659  STATE/COUNTY-  ID/KOOTENAI
 SV1659  USGS QUAD   -  WORLEY (1981)
 SV1659
 SV1659                         *CURRENT SURVEY CONTROL
 SV1659  ___________________________________________________________________
 SV1659* NAD 83(1999)-  47 23 55.16853(N)    116 53 40.26322(W)     ADJUSTED  
 SV1659* NAVD 88     -       819.969  (meters)    2690.18   (feet)  ADJUSTED  
 SV1659  ___________________________________________________________________
 SV1659  X           -  -1,956,733.019 (meters)                     COMP
 SV1659  Y           -  -3,857,846.336 (meters)                     COMP
 SV1659  Z           -   4,672,468.971 (meters)                     COMP
 SV1659  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 SV1659  ELLIP HEIGHT-         802.30  (meters)          (04/16/01) GPS OBS
 SV1659  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 SV1659  DYNAMIC HT  -         819.967 (meters)    2690.18  (feet)  COMP
 SV1659  MODELED GRAV-     980,583.0   (mgal)                       NAVD 88
 SV1659
 SV1659  HORZ ORDER  -  FIRST
 SV1659  VERT ORDER  -  FIRST     CLASS II
 SV1659  ELLP ORDER  -  FOURTH    CLASS II
 SV1659
 SV1659.The horizontal coordinates were established by GPS observations
 SV1659.and adjusted by the National Geodetic Survey in April 2001..
 SV1659.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1659.DATUM ITEM on the data sheet items page.
 SV1659
 SV1659.The orthometric height was determined by differential leveling
 SV1659.and adjusted by the National Geodetic Survey in June 1991..
 SV1659
 SV1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1659
 SV1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1659
 SV1659.The ellipsoidal height was determined by GPS observations
 SV1659.and is referenced to NAD 83.
 SV1659
 SV1659.The geoid height was determined by GEOID03.
 SV1659
 SV1659.The dynamic height is computed by dividing the NAVD 88
 SV1659.geopotential number by the normal gravity value computed on the
 SV1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1659.degrees latitude (g = 980.6199 gals.).
 SV1659
 SV1659.The modeled gravity was interpolated from observed gravity values.
 SV1659
 SV1659;                    North         East     Units Scale Factor Converg.
 SV1659;SPC ID W     -   637,546.879   713,608.393   MT  1.00002502   -0 50 33.0
 SV1659;UTM  11      - 5,249,472.461   507,959.519   MT  0.99960078   +0 04 39.5
 SV1659
 SV1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1659!SPC ID W     -   0.99987426  x   1.00002502  =   0.99989928
 SV1659!UTM  11      -   0.99987426  x   0.99960078  =   0.99947509
 SV1659
 SV1659                          SUPERSEDED SURVEY CONTROL
 SV1659
 SV1659  NAD 83(1992)-  47 23 55.16683(N)    116 53 40.26363(W) AD(       ) 1
 SV1659  ELLIP H (01/22/97)  802.41   (m)                       GP(       ) 4 1
 SV1659  NAVD 88 (01/22/97)  819.97   (m)         2690.2    (f) LEVELING    3  
 SV1659
 SV1659.Superseded values are not recommended for survey control.
 SV1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1659.See file dsdata.txt to determine how the superseded data were derived.
 SV1659
 SV1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0796049472(NAD 83)
 SV1659_MARKER: I = METAL ROD
 SV1659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1659_SP_SET: STAINLESS STEEL ROD
 SV1659_STAMPING: A 429 1989
 SV1659_MARK LOGO: NGS   
 SV1659_PROJECTION: FLUSH
 SV1659_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1659+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1996
 SV1659_ROD/PIPE-DEPTH: 3.7  meters
 SV1659
 SV1659  HISTORY     - Date     Condition        Report By
 SV1659  HISTORY     - 1989     MONUMENTED       NGS
 SV1659  HISTORY     - 19960810 GOOD             NGS
 SV1659
 SV1659                          STATION DESCRIPTION
 SV1659
 SV1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1659'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1659'HIGHWAY 95, ABOUT 1.7 KM (1.05 MI) EAST OF WORLEY, 0.18 KM (0.10 MI)
 SV1659'EAST OF MILEPOST 401 AND IN THE NORTHEAST CORNER OF THE JUNCTION OF A
 SV1659'GRAVEL ROAD LEADING NORTH TO A BORROW PIT.  REACHED FROM THE POST
 SV1659'OFFICE IN WORLEY, GO EAST ON U.S. HIGHWAY 95 FOR 1.72 KM (1.05 MI)
 SV1659'TO THE MARK ON THE LEFT.  IT IS 11.6 M (38.1 FT) NORTH FROM THE
 SV1659'CENTERLINE OF THE HIGHWAY, 15.5 M (50.9 FT) EAST FROM THE CENTER OF
 SV1659'THE GRAVEL ROAD, 26.1 M (85.6 FT) WEST FROM A POWER POLE WITH A
 SV1659'TRANSFORMER, 11.3 M (37.1 FT) SOUTH FROM THE SOUTH RAIL AND 0.6 M
 SV1659'(2.0 FT) WEST FROM A WITNESS POST.  MARK IS 0.2 M (0.7 FT) BELOW THE
 SV1659'HIGHWAY.  MARK IS A STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE IN
 SV1659'THE TOP.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 SV1659'CAP.
 SV1659
 SV1659                          STATION RECOVERY (1996)
 SV1659
 SV1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 SV1659'THE STATION IS 21 MI (33.8 KM) SOUTH OF COEUR D ALENE AND 1.1 MI (1.8
 SV1659'KM) EAST OF WORLEY, ON THE NORTH SIDE OF U.S.  HIGHWAY 95 AND 0.1 MI
 SV1659'(0.2 KM) EAST OF MILEPOST 401.  OWNERSHIP--UNKNOWN.  TO REACH THE
 SV1659'STATION FROM THE POST OFFICE IN WORLEY, GO EAST ON U.S.  HIGHWAY 95
 SV1659'FOR 1.1 MI (1.8 KM) TO A GRAVEL ROAD AND THE STATION ON THE LEFT. THE
 SV1659'STATION IS 25.0 M (82.0 FT) WEST OF A WOOD POWER POLE, 50.9 FT (15.5
 SV1659'M) EAST OF THE CENTERLINE OF A GRAVEL ROAD, 11.6 M (38.1 FT) NORTHWEST
 SV1659'OF THE CENTERLINE OF U.S.  HIGHWAY 95 AND 0.67 M (2.20 FT) WEST OF A
 SV1659'CARSONITE WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS THRU A 5-INCH
 SV1659'NGS LOGO CAP.  DESCRIBED BY J.E.D.III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1283 ***********************************************************************
 OY1283  DESIGNATION -  A 430
 OY1283  PID         -  OY1283
 OY1283  STATE/COUNTY-  ID/JEFFERSON
 OY1283  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1283
 OY1283                         *CURRENT SURVEY CONTROL
 OY1283  ___________________________________________________________________
 OY1283* NAD 83(1986)-  43 50 29.     (N)    112 39 06.     (W)     SCALED    
 OY1283* NAVD 88     -      1477.817  (meters)    4848.47   (feet)  ADJUSTED  
 OY1283  ___________________________________________________________________
 OY1283  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 OY1283  DYNAMIC HT  -        1477.088 (meters)    4846.08  (feet)  COMP
 OY1283  MODELED GRAV-     980,073.7   (mgal)                       NAVD 88
 OY1283
 OY1283  VERT ORDER  -  FIRST     CLASS II
 OY1283
 OY1283.The horizontal coordinates were scaled from a topographic map and have
 OY1283.an estimated accuracy of +/- 6 seconds.
 OY1283
 OY1283.The orthometric height was determined by differential leveling
 OY1283.and adjusted by the National Geodetic Survey in December 1992..
 OY1283
 OY1283.The geoid height was determined by GEOID03.
 OY1283
 OY1283.The dynamic height is computed by dividing the NAVD 88
 OY1283.geopotential number by the normal gravity value computed on the
 OY1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1283.degrees latitude (g = 980.6199 gals.).
 OY1283
 OY1283.The modeled gravity was interpolated from observed gravity values.
 OY1283
 OY1283;                    North         East    Units  Estimated Accuracy
 OY1283;SPC ID E     -   241,690.      161,000.      MT  (+/- 180 meters Scaled)
 OY1283
 OY1283                          SUPERSEDED SURVEY CONTROL
 OY1283
 OY1283  NGVD 29 (08/20/92) 1476.749  (m)         4844.97   (f) ADJUSTED    1 2
 OY1283
 OY1283.Superseded values are not recommended for survey control.
 OY1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1283.See file dsdata.txt to determine how the superseded data were derived.
 OY1283
 OY1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP672555(NAD 83)
 OY1283_MARKER: DV = VERTICAL CONTROL DISK
 OY1283_SETTING: 66 = SET IN ROCK OUTCROP
 OY1283_SP_SET: BEDROCK
 OY1283_STAMPING: A 430 1992
 OY1283_MARK LOGO: NGS   
 OY1283_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1283+STABILITY: POSITION/ELEVATION WELL
 OY1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1283+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1283
 OY1283  HISTORY     - Date     Condition        Report By
 OY1283  HISTORY     - 1992     MONUMENTED       NGS
 OY1283
 OY1283                          STATION DESCRIPTION
 OY1283
 OY1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1283'17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1283'OFFICE IN TERRETON, NEAR THE CENTER OF A 60 BY 70-FOOT AREA OF
 OY1283'OUTCROPPING BEDROCK, 21.2 M (69.6 FT) SOUTH OF THE HIGHWAY
 OY1283'CENTERLINE, 1.0 M (3.3 FT) EAST OF A CAIRN, 0.4 M (1.3 FT) NORTH OF A
 OY1283'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1193 ***********************************************************************
 OY1193  DESIGNATION -  A 431
 OY1193  PID         -  OY1193
 OY1193  STATE/COUNTY-  ID/BUTTE
 OY1193  USGS QUAD   -  ARCO HILLS SE (1972)
 OY1193
 OY1193                         *CURRENT SURVEY CONTROL
 OY1193  ___________________________________________________________________
 OY1193* NAD 83(1986)-  43 30 23.     (N)    113 01 14.     (W)     SCALED    
 OY1193* NAVD 88     -      1530.658  (meters)    5021.83   (feet)  ADJUSTED  
 OY1193  ___________________________________________________________________
 OY1193  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 OY1193  DYNAMIC HT  -        1529.836 (meters)    5019.14  (feet)  COMP
 OY1193  MODELED GRAV-     980,028.3   (mgal)                       NAVD 88
 OY1193
 OY1193  VERT ORDER  -  FIRST     CLASS II
 OY1193
 OY1193.The horizontal coordinates were scaled from a topographic map and have
 OY1193.an estimated accuracy of +/- 6 seconds.
 OY1193
 OY1193.The orthometric height was determined by differential leveling
 OY1193.and adjusted by the National Geodetic Survey in December 1992..
 OY1193
 OY1193.The geoid height was determined by GEOID03.
 OY1193
 OY1193.The dynamic height is computed by dividing the NAVD 88
 OY1193.geopotential number by the normal gravity value computed on the
 OY1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1193.degrees latitude (g = 980.6199 gals.).
 OY1193
 OY1193.The modeled gravity was interpolated from observed gravity values.
 OY1193
 OY1193;                    North         East    Units  Estimated Accuracy
 OY1193;SPC ID C     -   204,820.      579,200.      MT  (+/- 180 meters Scaled)
 OY1193
 OY1193                          SUPERSEDED SURVEY CONTROL
 OY1193
 OY1193  NGVD 29 (08/20/92) 1529.596  (m)         5018.35   (f) ADJUSTED    1 2
 OY1193
 OY1193.Superseded values are not recommended for survey control.
 OY1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1193.See file dsdata.txt to determine how the superseded data were derived.
 OY1193
 OY1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP366190(NAD 83)
 OY1193_MARKER: DV = VERTICAL CONTROL DISK
 OY1193_SETTING: 66 = SET IN ROCK OUTCROP
 OY1193_SP_SET: BEDROCK
 OY1193_STAMPING: A 431 1992
 OY1193_MARK LOGO: NGS   
 OY1193_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1193+STABILITY: POSITION/ELEVATION WELL
 OY1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1193+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1193
 OY1193  HISTORY     - Date     Condition        Report By
 OY1193  HISTORY     - 1992     MONUMENTED       NGS
 OY1193
 OY1193                          STATION DESCRIPTION
 OY1193
 OY1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1193'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1193'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 2.9 KM (1.80 MI)
 OY1193'SOUTHWESTERLY ALONG VAN BUREN BOULEVARD, NEAR THE CENTER OF A 20 BY
 OY1193'50-FOOT AREA OF OUTCROPPING BEDROCK, 36.2 M (118.8 FT) SOUTH OF
 OY1193'UTILITY POLE NUMBER E 109, 28.2 M (92.5 FT) SOUTHEAST OF THE ROAD
 OY1193'CENTERLINE, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M
 OY1193'(1.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1161 ***********************************************************************
 OY1161  DESIGNATION -  A 432
 OY1161  PID         -  OY1161
 OY1161  STATE/COUNTY-  ID/BUTTE
 OY1161  USGS QUAD   -  EAST OF HOWE PEAK (1973)
 OY1161
 OY1161                         *CURRENT SURVEY CONTROL
 OY1161  ___________________________________________________________________
 OY1161* NAD 83(1986)-  43 42 46.     (N)    112 57 32.     (W)     SCALED    
 OY1161* NAVD 88     -      1471.095  (meters)    4826.42   (feet)  ADJUSTED  
 OY1161  ___________________________________________________________________
 OY1161  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 OY1161  DYNAMIC HT  -        1470.323 (meters)    4823.88  (feet)  COMP
 OY1161  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 OY1161
 OY1161  VERT ORDER  -  FIRST     CLASS II
 OY1161
 OY1161.The horizontal coordinates were scaled from a topographic map and have
 OY1161.an estimated accuracy of +/- 6 seconds.
 OY1161
 OY1161.The orthometric height was determined by differential leveling
 OY1161.and adjusted by the National Geodetic Survey in December 1992..
 OY1161
 OY1161.The geoid height was determined by GEOID03.
 OY1161
 OY1161.The dynamic height is computed by dividing the NAVD 88
 OY1161.geopotential number by the normal gravity value computed on the
 OY1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1161.degrees latitude (g = 980.6199 gals.).
 OY1161
 OY1161.The modeled gravity was interpolated from observed gravity values.
 OY1161
 OY1161;                    North         East    Units  Estimated Accuracy
 OY1161;SPC ID C     -   227,810.      583,900.      MT  (+/- 180 meters Scaled)
 OY1161
 OY1161                          SUPERSEDED SURVEY CONTROL
 OY1161
 OY1161  NGVD 29 (08/20/92) 1470.023  (m)         4822.90   (f) ADJUSTED    1 2
 OY1161
 OY1161.Superseded values are not recommended for survey control.
 OY1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1161.See file dsdata.txt to determine how the superseded data were derived.
 OY1161
 OY1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP421418(NAD 83)
 OY1161_MARKER: DV = VERTICAL CONTROL DISK
 OY1161_SETTING: 66 = SET IN ROCK OUTCROP
 OY1161_SP_SET: BEDROCK
 OY1161_STAMPING: A 432 1992
 OY1161_MARK LOGO: NGS   
 OY1161_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1161+STABILITY: POSITION/ELEVATION WELL
 OY1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1161+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1161
 OY1161  HISTORY     - Date     Condition        Report By
 OY1161  HISTORY     - 1992     MONUMENTED       NGS
 OY1161
 OY1161                          STATION DESCRIPTION
 OY1161
 OY1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1161'2.7 KM (1.65 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1161'POST OFFICE IN HOWE, THENCE 1.5 KM (0.95 MI) EASTERLY ALONG A
 OY1161'GRAVELED ROAD, THENCE 1.9 KM (1.20 MI) SOUTHEASTERLY ALONG A TRACK
 OY1161'ROAD, THENCE 5.1 KM (3.15 MI) SOUTHERLY ALONG TRACK ROAD T-14, NEAR
 OY1161'THE CENTER OF THE WEST END OF A 30 BY 60-FOOT AREA OF OUTCROPPING
 OY1161'BEDROCK ALONG THE NORTH SLOPE OF A HILL, 45.3 M (148.6 FT) EAST OF
 OY1161'THE ROAD CENTER, 2.0 M (6.6 FT) SOUTHWEST OF A CAIRN, 1.5 M (4.9 FT)
 OY1161'ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 OY1161'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1302 ***********************************************************************
 OY1302  DESIGNATION -  A 433
 OY1302  PID         -  OY1302
 OY1302  STATE/COUNTY-  ID/JEFFERSON
 OY1302  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1302
 OY1302                         *CURRENT SURVEY CONTROL
 OY1302  ___________________________________________________________________
 OY1302* NAD 83(1986)-  43 46 33.     (N)    112 40 02.     (W)     SCALED    
 OY1302* NAVD 88     -      1460.711  (meters)    4792.35   (feet)  ADJUSTED  
 OY1302  ___________________________________________________________________
 OY1302  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 OY1302  DYNAMIC HT  -        1459.977 (meters)    4789.94  (feet)  COMP
 OY1302  MODELED GRAV-     980,065.0   (mgal)                       NAVD 88
 OY1302
 OY1302  VERT ORDER  -  FIRST     CLASS II
 OY1302
 OY1302.The horizontal coordinates were scaled from a topographic map and have
 OY1302.an estimated accuracy of +/- 6 seconds.
 OY1302
 OY1302.The orthometric height was determined by differential leveling
 OY1302.and adjusted by the National Geodetic Survey in December 1992..
 OY1302
 OY1302.The geoid height was determined by GEOID03.
 OY1302
 OY1302.The dynamic height is computed by dividing the NAVD 88
 OY1302.geopotential number by the normal gravity value computed on the
 OY1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1302.degrees latitude (g = 980.6199 gals.).
 OY1302
 OY1302.The modeled gravity was interpolated from observed gravity values.
 OY1302
 OY1302;                    North         East    Units  Estimated Accuracy
 OY1302;SPC ID E     -   234,410.      159,700.      MT  (+/- 180 meters Scaled)
 OY1302
 OY1302                          SUPERSEDED SURVEY CONTROL
 OY1302
 OY1302  NGVD 29 (08/20/92) 1459.642  (m)         4788.84   (f) ADJUSTED    1 2
 OY1302
 OY1302.Superseded values are not recommended for survey control.
 OY1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1302.See file dsdata.txt to determine how the superseded data were derived.
 OY1302
 OY1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP658483(NAD 83)
 OY1302_MARKER: I = METAL ROD
 OY1302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1302_SP_SET: STAINLESS STEEL ROD
 OY1302_STAMPING: A 433 1992
 OY1302_MARK LOGO: NGS   
 OY1302_PROJECTION: FLUSH
 OY1302_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1302+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1302_ROD/PIPE-DEPTH: 8.5  meters
 OY1302
 OY1302  HISTORY     - Date     Condition        Report By
 OY1302  HISTORY     - 1992     MONUMENTED       NGS
 OY1302
 OY1302                          STATION DESCRIPTION
 OY1302
 OY1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1302'57.7 KM (35.85 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1302'OF U.S. HIGHWAY 93 IN ARCO, THENCE 5.7 KM (3.55 MI) NORTHERLY ALONG
 OY1302'TAYLOR BOULEVARD, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG HARRISON
 OY1302'BOULEVARD, THENCE 20.8 KM (12.90 MI) NORTHERLY ALONG TRACK ROAD T-25,
 OY1302'10.2 M (33.5 FT) WEST OF AND LEVEL WITH THE ROAD CENTER, 2.1 M (6.9
 OY1302'FT) EAST OF THE WEST LEG OF DOUBLE UTILITY POLE NUMBER 231 E, 2.0 M
 OY1302'(6.6 FT) WEST OF THE EAST LEG, AND 0.6 M (2.0 FT) SOUTH OF A WITNESS
 OY1302'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1242 ***********************************************************************
 OY1242  DESIGNATION -  A 434
 OY1242  PID         -  OY1242
 OY1242  STATE/COUNTY-  ID/JEFFERSON
 OY1242  USGS QUAD   -  ANTELOPE BUTTE (1969)
 OY1242
 OY1242                         *CURRENT SURVEY CONTROL
 OY1242  ___________________________________________________________________
 OY1242* NAD 83(1986)-  43 46 49.     (N)    112 32 12.     (W)     SCALED    
 OY1242* NAVD 88     -      1460.227  (meters)    4790.76   (feet)  ADJUSTED  
 OY1242  ___________________________________________________________________
 OY1242  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 OY1242  DYNAMIC HT  -        1459.480 (meters)    4788.31  (feet)  COMP
 OY1242  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 OY1242
 OY1242  VERT ORDER  -  FIRST     CLASS II
 OY1242
 OY1242.The horizontal coordinates were scaled from a topographic map and have
 OY1242.an estimated accuracy of +/- 6 seconds.
 OY1242
 OY1242.The orthometric height was determined by differential leveling
 OY1242.and adjusted by the National Geodetic Survey in December 1992..
 OY1242
 OY1242.The geoid height was determined by GEOID03.
 OY1242
 OY1242.The dynamic height is computed by dividing the NAVD 88
 OY1242.geopotential number by the normal gravity value computed on the
 OY1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1242.degrees latitude (g = 980.6199 gals.).
 OY1242
 OY1242.The modeled gravity was interpolated from observed gravity values.
 OY1242
 OY1242;                    North         East    Units  Estimated Accuracy
 OY1242;SPC ID E     -   234,850.      170,220.      MT  (+/- 180 meters Scaled)
 OY1242
 OY1242                          SUPERSEDED SURVEY CONTROL
 OY1242
 OY1242  NGVD 29 (08/20/92) 1459.146  (m)         4787.21   (f) ADJUSTED    1 2
 OY1242
 OY1242.Superseded values are not recommended for survey control.
 OY1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1242.See file dsdata.txt to determine how the superseded data were derived.
 OY1242
 OY1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP763486(NAD 83)
 OY1242_MARKER: I = METAL ROD
 OY1242_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1242_SP_SET: STAINLESS STEEL ROD
 OY1242_STAMPING: A 434 1992
 OY1242_MARK LOGO: NGS   
 OY1242_PROJECTION: PROJECTING 2 CENTIMETERS
 OY1242_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1242+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1242_ROD/PIPE-DEPTH: 7.1  meters
 OY1242
 OY1242  HISTORY     - Date     Condition        Report By
 OY1242  HISTORY     - 1992     MONUMENTED       NGS
 OY1242
 OY1242                          STATION DESCRIPTION
 OY1242
 OY1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1242'17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1242'OFFICE IN TERRETON, THENCE 2.2 KM (1.35 MI) SOUTHWESTERLY ALONG TRACK
 OY1242'ROAD T-17, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG A TRACK ROAD,
 OY1242'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG A TRACK ROAD, THENCE 2.3 KM
 OY1242'(1.40 MI) NORTHEASTERLY ALONG A TRACK ROAD, THENCE 9.6 KM (5.95 MI)
 OY1242'EASTERLY ALONG TRACK ROAD T-9, 6.8 M (22.3 FT) SOUTH OF THE CENTER OF
 OY1242'A TRACK ROAD, 6.4 M (21.0 FT) NORTHEAST OF AND LEVEL WITH THE ROAD
 OY1242'CENTER, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 OY1242'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1273 ***********************************************************************
 OY1273  DESIGNATION -  A 435
 OY1273  PID         -  OY1273
 OY1273  STATE/COUNTY-  ID/JEFFERSON
 OY1273  USGS QUAD   -  MUD LAKE SE (1964)
 OY1273
 OY1273                         *CURRENT SURVEY CONTROL
 OY1273  ___________________________________________________________________
 OY1273* NAD 83(1986)-  43 50 28.     (N)    112 18 58.     (W)     SCALED    
 OY1273* NAVD 88     -      1461.105  (meters)    4793.64   (feet)  ADJUSTED  
 OY1273  ___________________________________________________________________
 OY1273  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 OY1273  DYNAMIC HT  -        1460.368 (meters)    4791.22  (feet)  COMP
 OY1273  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 OY1273
 OY1273  VERT ORDER  -  FIRST     CLASS II
 OY1273
 OY1273.The horizontal coordinates were scaled from a topographic map and have
 OY1273.an estimated accuracy of +/- 6 seconds.
 OY1273
 OY1273.The orthometric height was determined by differential leveling
 OY1273.and adjusted by the National Geodetic Survey in December 1992..
 OY1273
 OY1273.The geoid height was determined by GEOID03.
 OY1273
 OY1273.The dynamic height is computed by dividing the NAVD 88
 OY1273.geopotential number by the normal gravity value computed on the
 OY1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1273.degrees latitude (g = 980.6199 gals.).
 OY1273
 OY1273.The modeled gravity was interpolated from observed gravity values.
 OY1273
 OY1273;                    North         East    Units  Estimated Accuracy
 OY1273;SPC ID E     -   241,550.      187,980.      MT  (+/- 180 meters Scaled)
 OY1273
 OY1273                          SUPERSEDED SURVEY CONTROL
 OY1273
 OY1273  NGVD 29 (08/20/92) 1460.019  (m)         4790.08   (f) ADJUSTED    1 2
 OY1273
 OY1273.Superseded values are not recommended for survey control.
 OY1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1273.See file dsdata.txt to determine how the superseded data were derived.
 OY1273
 OY1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP942550(NAD 83)
 OY1273_MARKER: I = METAL ROD
 OY1273_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1273_SP_SET: STAINLESS STEEL ROD
 OY1273_STAMPING: A 435 1992
 OY1273_MARK LOGO: NGS   
 OY1273_PROJECTION: FLUSH
 OY1273_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1273+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1273_ROD/PIPE-DEPTH: 8.4  meters
 OY1273
 OY1273  HISTORY     - Date     Condition        Report By
 OY1273  HISTORY     - 1992     MONUMENTED       NGS
 OY1273
 OY1273                          STATION DESCRIPTION
 OY1273
 OY1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1273'9.8 KM (6.10 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 OY1273'IN TERRETON, 19.1 M (62.7 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 OY1273'CENTERLINE, 8.9 M (29.2 FT) WEST OF THE CENTER OF ROAD 1900 EAST, AND
 OY1273'0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OY1273'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1144 ***********************************************************************
 OY1144  DESIGNATION -  A 436
 OY1144  PID         -  OY1144
 OY1144  STATE/COUNTY-  ID/BUTTE
 OY1144  USGS QUAD   -  HOWE PEAK (1972)
 OY1144
 OY1144                         *CURRENT SURVEY CONTROL
 OY1144  ___________________________________________________________________
 OY1144* NAD 83(1986)-  43 44 26.     (N)    113 01 38.     (W)     SCALED    
 OY1144* NAVD 88     -      1505.500  (meters)    4939.29   (feet)  ADJUSTED  
 OY1144  ___________________________________________________________________
 OY1144  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 OY1144  DYNAMIC HT  -        1504.710 (meters)    4936.70  (feet)  COMP
 OY1144  MODELED GRAV-     980,041.3   (mgal)                       NAVD 88
 OY1144
 OY1144  VERT ORDER  -  FIRST     CLASS II
 OY1144
 OY1144.The horizontal coordinates were scaled from a topographic map and have
 OY1144.an estimated accuracy of +/- 6 seconds.
 OY1144
 OY1144.The orthometric height was determined by differential leveling
 OY1144.and adjusted by the National Geodetic Survey in December 1992..
 OY1144
 OY1144.The geoid height was determined by GEOID03.
 OY1144
 OY1144.The dynamic height is computed by dividing the NAVD 88
 OY1144.geopotential number by the normal gravity value computed on the
 OY1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1144.degrees latitude (g = 980.6199 gals.).
 OY1144
 OY1144.The modeled gravity was interpolated from observed gravity values.
 OY1144
 OY1144;                    North         East    Units  Estimated Accuracy
 OY1144;SPC ID C     -   230,830.      578,360.      MT  (+/- 180 meters Scaled)
 OY1144
 OY1144                          SUPERSEDED SURVEY CONTROL
 OY1144
 OY1144  NGVD 29 (08/20/92) 1504.430  (m)         4935.78   (f) ADJUSTED    1 2
 OY1144
 OY1144.Superseded values are not recommended for survey control.
 OY1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1144.See file dsdata.txt to determine how the superseded data were derived.
 OY1144
 OY1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP367450(NAD 83)
 OY1144_MARKER: I = METAL ROD
 OY1144_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1144+WITH SETTING: INFORMATION.
 OY1144_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1144_STAMPING: A 436 1992
 OY1144_MARK LOGO: NGS   
 OY1144_PROJECTION: FLUSH
 OY1144_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1144+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1144_ROD/PIPE-DEPTH: 1.0  meters
 OY1144
 OY1144  HISTORY     - Date     Condition        Report By
 OY1144  HISTORY     - 1992     MONUMENTED       NGS
 OY1144
 OY1144                          STATION DESCRIPTION
 OY1144
 OY1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1144'5.4 KM (3.35 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1144'POST OFFICE IN HOWE, 15.0 M (49.2 FT) SOUTHWEST OF THE WEST END OF
 OY1144'THE MOST SOUTHERLY OF 2 PIPE CULVERTS, 13.9 M (45.6 FT) WEST OF AND
 OY1144'LEVEL WITH THE HIGHWAY CENTERLINE, 11.5 M (37.7 FT) NORTH OF THE
 OY1144'CENTER OF A TRACK ROAD, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 OY1144'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 OY1144'ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AE6301 ***********************************************************************
 AE6301  DESIGNATION -  A 438
 AE6301  PID         -  AE6301
 AE6301  STATE/COUNTY-  ID/ADA
 AE6301  USGS QUAD   -  BOISE NORTH (1976)
 AE6301
 AE6301                         *CURRENT SURVEY CONTROL
 AE6301  ___________________________________________________________________
 AE6301* NAD 83(1986)-  43 38 58.     (N)    116 14 56.     (W)     SCALED    
 AE6301* NAVD 88     -       808.573  (meters)    2652.79   (feet)  ADJUSTED  
 AE6301  ___________________________________________________________________
 AE6301  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 AE6301  DYNAMIC HT  -         808.260 (meters)    2651.77  (feet)  COMP
 AE6301  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 AE6301
 AE6301  VERT ORDER  -  SECOND    CLASS II
 AE6301
 AE6301.The horizontal coordinates were scaled from a topographic map and have
 AE6301.an estimated accuracy of +/- 6 seconds.
 AE6301
 AE6301.The orthometric height was determined by differential leveling
 AE6301.and adjusted by the National Geodetic Survey in March 1998..
 AE6301
 AE6301.The geoid height was determined by GEOID03.
 AE6301
 AE6301.The dynamic height is computed by dividing the NAVD 88
 AE6301.geopotential number by the normal gravity value computed on the
 AE6301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6301.degrees latitude (g = 980.6199 gals.).
 AE6301
 AE6301.The modeled gravity was interpolated from observed gravity values.
 AE6301
 AE6301;                    North         East    Units  Estimated Accuracy
 AE6301;SPC ID W     -   220,370.      759,750.      MT  (+/- 180 meters Scaled)
 AE6301
 AE6301                          SUPERSEDED SURVEY CONTROL
 AE6301
 AE6301.No superseded survey control is available for this station.
 AE6301
 AE6301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ605332(NAD 83)
 AE6301_MARKER: DV = VERTICAL CONTROL DISK
 AE6301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE6301_SP_SET: CANAL HEADWALL
 AE6301_STAMPING: A 438 1997
 AE6301_MARK LOGO: NGS   
 AE6301_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6301+STABILITY: SURFACE MOTION
 AE6301
 AE6301  HISTORY     - Date     Condition        Report By
 AE6301  HISTORY     - 1997     MONUMENTED       IDTD
 AE6301
 AE6301                          STATION DESCRIPTION
 AE6301
 AE6301'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 1997 (DSS)
 AE6301'REACHED FROM THE COURTHOUSE IN BOISE, GO NORTHWEST ON STATE STREET AND
 AE6301'STATE HIGHWAY 44 FOR 5.3 KM (3.30 MI) TO A SHOPPING CENTER AND
 AE6301'COLLISTER DRIVE ON THE RIGHT AND THE MARK IN THE NORTHWEST CORNER OF
 AE6301'THE INTERSECTION.  IN TOP OF THE NORTHEAST CORNER OF A CONCRETE
 AE6301'HEADWALL FOR THE FARMERS UNION CANAL.  LOCATED 11.54 M (37.86 FT) WEST
 AE6301'OF THE CENTER OF COLLISTER DRIVE, 4.65 M (15.26 FT) NORTHWEST OF A
 AE6301'LIGHT POLE AND TRAFFIC SIGNAL AND 0.76 M (2.49 FT) SOUTHWEST OF THE
 AE6301'NORTHEAST CORNER OF THE HEADWALL.  NOTE--DUE TO METAL GUARD RAIL A
 AE6301'STANDARD TRIPOD WILL BE VERY DIFFICULT TO USE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0450 ***********************************************************************
 NT0450  DESIGNATION -  A 44
 NT0450  PID         -  NT0450
 NT0450  STATE/COUNTY-  ID/CARIBOU
 NT0450  USGS QUAD   -  SODA SPRINGS (1982)
 NT0450
 NT0450                         *CURRENT SURVEY CONTROL
 NT0450  ___________________________________________________________________
 NT0450* NAD 83(1986)-  42 39 18.     (N)    111 36 14.     (W)     SCALED    
 NT0450* NAVD 88     -      1760.671  (meters)    5776.47   (feet)  ADJUSTED  
 NT0450  ___________________________________________________________________
 NT0450  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 NT0450  DYNAMIC HT  -        1759.468 (meters)    5772.52  (feet)  COMP
 NT0450  MODELED GRAV-     979,875.1   (mgal)                       NAVD 88
 NT0450
 NT0450  VERT ORDER  -  SECOND    CLASS 0
 NT0450
 NT0450.The horizontal coordinates were scaled from a topographic map and have
 NT0450.an estimated accuracy of +/- 6 seconds.
 NT0450
 NT0450.The orthometric height was determined by differential leveling
 NT0450.and adjusted by the National Geodetic Survey in June 1991..
 NT0450
 NT0450.The geoid height was determined by GEOID03.
 NT0450
 NT0450.The dynamic height is computed by dividing the NAVD 88
 NT0450.geopotential number by the normal gravity value computed on the
 NT0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0450.degrees latitude (g = 980.6199 gals.).
 NT0450
 NT0450.The modeled gravity was interpolated from observed gravity values.
 NT0450
 NT0450;                    North         East    Units  Estimated Accuracy
 NT0450;SPC ID E     -   109,930.      246,140.      MT  (+/- 180 meters Scaled)
 NT0450
 NT0450                          SUPERSEDED SURVEY CONTROL
 NT0450
 NT0450  NGVD 29 (??/??/92) 1759.485  (m)         5772.58   (f) ADJ UNCH    2 0
 NT0450
 NT0450.Superseded values are not recommended for survey control.
 NT0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0450.See file dsdata.txt to determine how the superseded data were derived.
 NT0450
 NT0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN505226(NAD 83)
 NT0450_MARKER: DB = BENCH MARK DISK
 NT0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0450_SP_SET: BUILDING
 NT0450_STAMPING: A 44 1934
 NT0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NT0450+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 NT0450
 NT0450  HISTORY     - Date     Condition        Report By
 NT0450  HISTORY     - 1934     MONUMENTED       CGS
 NT0450  HISTORY     - 1951     GOOD             NGS
 NT0450  HISTORY     - 20040806 GOOD             GEOCAC
 NT0450
 NT0450                          STATION DESCRIPTION
 NT0450
 NT0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0450'IN SODA SPRINGS.
 NT0450'AT SODA SPRINGS, CARIBOU COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 NT0450'SOUTHWEST FACE OF THE SOUTH CORNER, ABOUT 2.8 FEET NORTHWEST OF THE
 NT0450'CORNER, AND ABOUT 4.3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED A
 NT0450'44 1934 AND SET VERTICALLY.
 NT0450
 NT0450                          STATION RECOVERY (1951)
 NT0450
 NT0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 NT0450'RECOVERED IN GOOD CONDITION.
 NT0450
 NT0450                          STATION RECOVERY (2004)
 NT0450
 NT0450'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 NT0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0342 ***********************************************************************
 OX0342  DESIGNATION -  A 45
 OX0342  PID         -  OX0342
 OX0342  STATE/COUNTY-  ID/BONNEVILLE
 OX0342  USGS QUAD   -  BEAR ISLAND (1966)
 OX0342
 OX0342                         *CURRENT SURVEY CONTROL
 OX0342  ___________________________________________________________________
 OX0342* NAD 83(1986)-  43 03 47.     (N)    111 22 44.     (W)     SCALED    
 OX0342* NAVD 88     -      1956.311  (meters)    6418.33   (feet)  ADJUSTED  
 OX0342  ___________________________________________________________________
 OX0342  GEOID HEIGHT-         -10.94  (meters)                     GEOID03
 OX0342  DYNAMIC HT  -        1954.957 (meters)    6413.89  (feet)  COMP
 OX0342  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 OX0342
 OX0342  VERT ORDER  -  SECOND    CLASS 0
 OX0342
 OX0342.The horizontal coordinates were scaled from a topographic map and have
 OX0342.an estimated accuracy of +/- 6 seconds.
 OX0342
 OX0342.The orthometric height was determined by differential leveling
 OX0342.and adjusted by the National Geodetic Survey in June 1991..
 OX0342
 OX0342.The geoid height was determined by GEOID03.
 OX0342
 OX0342.The dynamic height is computed by dividing the NAVD 88
 OX0342.geopotential number by the normal gravity value computed on the
 OX0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0342.degrees latitude (g = 980.6199 gals.).
 OX0342
 OX0342.The modeled gravity was interpolated from observed gravity values.
 OX0342
 OX0342;                    North         East    Units  Estimated Accuracy
 OX0342;SPC ID E     -   155,400.      264,170.      MT  (+/- 180 meters Scaled)
 OX0342
 OX0342                          SUPERSEDED SURVEY CONTROL
 OX0342
 OX0342  NGVD 29 (??/??/92) 1955.024  (m)         6414.11   (f) ADJ UNCH    2 0
 OX0342
 OX0342.Superseded values are not recommended for survey control.
 OX0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0342.See file dsdata.txt to determine how the superseded data were derived.
 OX0342
 OX0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN691678(NAD 83)
 OX0342_MARKER: DB = BENCH MARK DISK
 OX0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0342_STAMPING: A 45 1934
 OX0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0342+STABILITY: SURFACE MOTION
 OX0342
 OX0342  HISTORY     - Date     Condition        Report By
 OX0342  HISTORY     - 1934     MONUMENTED       CGS
 OX0342
 OX0342                          STATION DESCRIPTION
 OX0342
 OX0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0342'2.1 MI N FROM GRAY.
 OX0342'2.1 MILES NORTH ALONG THE GRAY-HERMAN ROAD FROM THE MORMON CHURCH AT
 OX0342'GRAY, BONNEVILLE COUNTY, JUST NORTH OF EAGLE CREEK CROSSING, 93 FEET
 OX0342'EAST OF THE EAST CORNER OF ABB DEWEY PLACE, AT THE JUNCTION OF A SIDE
 OX0342'ROAD, 84 FEET NORTH OF A BOX CULVERT UNDER THE SIDE ROAD AND
 OX0342'PARALLELING THE MAIN ROAD, 75 FEET NORTHWEST OF THE CENTERLINE OF THE
 OX0342'MAIN ROAD, AND 6 FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK,
 OX0342'STAMPED A 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0377 ***********************************************************************
 OX0377  DESIGNATION -  A 46
 OX0377  PID         -  OX0377
 OX0377  STATE/COUNTY-  ID/BONNEVILLE
 OX0377  USGS QUAD   -  OZONE (1981)
 OX0377
 OX0377                         *CURRENT SURVEY CONTROL
 OX0377  ___________________________________________________________________
 OX0377* NAD 83(1986)-  43 29 11.     (N)    111 50 28.     (W)     SCALED    
 OX0377* NAVD 88     -      1698.468  (meters)    5572.39   (feet)  ADJUSTED  
 OX0377  ___________________________________________________________________
 OX0377  GEOID HEIGHT-         -11.16  (meters)                     GEOID03
 OX0377  DYNAMIC HT  -        1697.504 (meters)    5569.23  (feet)  COMP
 OX0377  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 OX0377
 OX0377  VERT ORDER  -  SECOND    CLASS 0
 OX0377
 OX0377.The horizontal coordinates were scaled from a topographic map and have
 OX0377.an estimated accuracy of +/- 6 seconds.
 OX0377
 OX0377.The orthometric height was determined by differential leveling
 OX0377.and adjusted by the National Geodetic Survey in June 1991..
 OX0377
 OX0377.The geoid height was determined by GEOID03.
 OX0377
 OX0377.The dynamic height is computed by dividing the NAVD 88
 OX0377.geopotential number by the normal gravity value computed on the
 OX0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0377.degrees latitude (g = 980.6199 gals.).
 OX0377
 OX0377.The modeled gravity was interpolated from observed gravity values.
 OX0377
 OX0377;                    North         East    Units  Estimated Accuracy
 OX0377;SPC ID E     -   202,180.      226,330.      MT  (+/- 180 meters Scaled)
 OX0377
 OX0377                          SUPERSEDED SURVEY CONTROL
 OX0377
 OX0377  NGVD 29 (??/??/92) 1697.331  (m)         5568.66   (f) ADJ UNCH    2 0
 OX0377
 OX0377.Superseded values are not recommended for survey control.
 OX0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0377.See file dsdata.txt to determine how the superseded data were derived.
 OX0377
 OX0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP319151(NAD 83)
 OX0377_MARKER: DB = BENCH MARK DISK
 OX0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0377_STAMPING: A 46 1934
 OX0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0377+STABILITY: SURFACE MOTION
 OX0377
 OX0377  HISTORY     - Date     Condition        Report By
 OX0377  HISTORY     - 1934     MONUMENTED       CGS
 OX0377
 OX0377                          STATION DESCRIPTION
 OX0377
 OX0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0377'7.4 MI SE FROM LINCOLN.
 OX0377'ABOUT 7.4 MILES SOUTHEAST ALONG THE OZONE-LINCOLN ROAD FROM THE PUBLIC
 OX0377'SCHOOL AT LINCOLN, BONNEVILLE COUNTY, ABOUT 0.8 MILE NORTH OF JOLLY
 OX0377'HILL, ABOUT 330 FEET NORTH OF THE JUNCTION WITH A TRAIL AT THE FOOT OF
 OX0377'A HILL, ABOUT 153 FEET NORTH OF A FENCE CORNER EAST OF THE ROAD, ABOUT
 OX0377'75 FEET NORTH OF THE SUMMIT OF A RIDGE, 21 FEET EAST OF THE CENTER
 OX0377'LINE OF THE ROAD, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK,
 OX0377'STAMPED A 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0277 ***********************************************************************
 NT0277  DESIGNATION -  A 47
 NT0277  PID         -  NT0277
 NT0277  STATE/COUNTY-  ID/BEAR LAKE
 NT0277  USGS QUAD   -  BORDER (1980)
 NT0277
 NT0277                         *CURRENT SURVEY CONTROL
 NT0277  ___________________________________________________________________
 NT0277* NAD 83(1986)-  42 10 58.     (N)    111 02 51.     (W)     SCALED    
 NT0277* NAVD 88     -      1852.057  (meters)    6076.29   (feet)  ADJUSTED  
 NT0277  ___________________________________________________________________
 NT0277  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NT0277  DYNAMIC HT  -        1850.607 (meters)    6071.53  (feet)  COMP
 NT0277  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 NT0277
 NT0277  VERT ORDER  -  SECOND    CLASS 0
 NT0277
 NT0277.The horizontal coordinates were scaled from a topographic map and have
 NT0277.an estimated accuracy of +/- 6 seconds.
 NT0277
 NT0277.The orthometric height was determined by differential leveling
 NT0277.and adjusted by the National Geodetic Survey in June 1991..
 NT0277
 NT0277.The geoid height was determined by GEOID03.
 NT0277
 NT0277.The dynamic height is computed by dividing the NAVD 88
 NT0277.geopotential number by the normal gravity value computed on the
 NT0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0277.degrees latitude (g = 980.6199 gals.).
 NT0277
 NT0277.The modeled gravity was interpolated from observed gravity values.
 NT0277
 NT0277;                    North         East    Units  Estimated Accuracy
 NT0277;SPC ID E     -    57,930.      292,450.      MT  (+/- 180 meters Scaled)
 NT0277
 NT0277                          SUPERSEDED SURVEY CONTROL
 NT0277
 NT0277  NGVD 29 (??/??/92) 1850.779  (m)         6072.10   (f) ADJ UNCH    2 0
 NT0277
 NT0277.Superseded values are not recommended for survey control.
 NT0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0277.See file dsdata.txt to determine how the superseded data were derived.
 NT0277
 NT0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM960700(NAD 83)
 NT0277_MARKER: DB = BENCH MARK DISK
 NT0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0277_STAMPING: A 47 1934
 NT0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0277+STABILITY: SURFACE MOTION
 NT0277
 NT0277  HISTORY     - Date     Condition        Report By
 NT0277  HISTORY     - 1934     MONUMENTED       CGS
 NT0277  HISTORY     - 1982     GOOD             LOCENG
 NT0277
 NT0277                          STATION DESCRIPTION
 NT0277
 NT0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0277'IN BORDER.
 NT0277'IN BEAR LAKE COUNTY, IDAHO, AT BORDER, LINCOLN COUNTY, WYOMING, ON THE
 NT0277'UNION PACIFIC RAILROAD, 190 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 NT0277'A LARGE CORRUGATED-IRON WAREHOUSE, 180 FEET NORTH OF THE CENTER LINE
 NT0277'OF THE MAIN TRACK, 60 FEET EAST OF THE CENTER LINE OF AN IMPROVED DIRT
 NT0277'ROAD LEADING NORTH, 45 FEET WEST OF THE WYOMING-IDAHO STATE LINE, 25
 NT0277'FEET NORTH OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK, 36 FEET
 NT0277'EAST OF A POLE AT THE SOUTHWEST CORNER OF A FENCE, AND 2 FEET SOUTH OF
 NT0277'THE FENCE.  A STANDARD DISK, STAMPED A 47 1934 AND SET IN THE TOP OF A
 NT0277'CONCRETE POST.
 NT0277
 NT0277                          STATION RECOVERY (1982)
 NT0277
 NT0277'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 NT0277'CHANGE DESC: DELETE 'LARGE CORRUGATED-IRON WAREHOUSE', '36 FEET EAST
 NT0277'OF A POLE AT THE SOUTHWEST CORNER OF A FENCE, AND 2 FEET SOUTH OF THE
 NT0277'FENCE' ADD WLY. 27 FEET OF ELECTRICAL POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0178 ***********************************************************************
 NT0178  DESIGNATION -  A 48
 NT0178  PID         -  NT0178
 NT0178  STATE/COUNTY-  ID/BEAR LAKE
 NT0178  USGS QUAD   -  FOSSIL CANYON (1970)
 NT0178
 NT0178                         *CURRENT SURVEY CONTROL
 NT0178  ___________________________________________________________________
 NT0178* NAD 83(1986)-  42 33 50.     (N)    111 29 53.     (W)     SCALED    
 NT0178* NAVD 88     -      1778.650  (meters)    5835.45   (feet)  ADJUSTED  
 NT0178  ___________________________________________________________________
 NT0178  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 NT0178  DYNAMIC HT  -        1777.371 (meters)    5831.26  (feet)  COMP
 NT0178  MODELED GRAV-     979,839.1   (mgal)                       NAVD 88
 NT0178
 NT0178  VERT ORDER  -  SECOND    CLASS 0
 NT0178
 NT0178.The horizontal coordinates were scaled from a topographic map and have
 NT0178.an estimated accuracy of +/- 6 seconds.
 NT0178
 NT0178.The orthometric height was determined by differential leveling
 NT0178.and adjusted by the National Geodetic Survey in June 1991..
 NT0178
 NT0178.The geoid height was determined by GEOID03.
 NT0178
 NT0178.The dynamic height is computed by dividing the NAVD 88
 NT0178.geopotential number by the normal gravity value computed on the
 NT0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0178.degrees latitude (g = 980.6199 gals.).
 NT0178
 NT0178.The modeled gravity was interpolated from observed gravity values.
 NT0178
 NT0178;                    North         East    Units  Estimated Accuracy
 NT0178;SPC ID E     -    99,870.      254,900.      MT  (+/- 180 meters Scaled)
 NT0178
 NT0178                          SUPERSEDED SURVEY CONTROL
 NT0178
 NT0178  NGVD 29 (??/??/92) 1777.424  (m)         5831.43   (f) ADJ UNCH    2 0
 NT0178
 NT0178.Superseded values are not recommended for survey control.
 NT0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0178.See file dsdata.txt to determine how the superseded data were derived.
 NT0178
 NT0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN591125(NAD 83)
 NT0178_MARKER: DB = BENCH MARK DISK
 NT0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0178_STAMPING: A 48 1934
 NT0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0178+STABILITY: SURFACE MOTION
 NT0178
 NT0178  HISTORY     - Date     Condition        Report By
 NT0178  HISTORY     - 1934     MONUMENTED       CGS
 NT0178
 NT0178                          STATION DESCRIPTION
 NT0178
 NT0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0178'4.2 MI SE FROM ROSE.
 NT0178'IN BEAR LAKE COUNTY, ABOUT 4.2 MILES SOUTHEAST ALONG THE UNION PACIFIC
 NT0178'RAILROAD FROM BENCH MARK C 48 AT ROSE, CARIBOU COUNTY, ABOUT 0.2 MILE
 NT0178'SOUTHEAST OF THE SIDING AT MANSON, BEAR LAKE COUNTY, 45 FEET NORTHWEST
 NT0178'OF MILEPOST 136, ABOUT 215 FEET NORTHWEST OF CULVERT 135.96, AT A ROAD
 NT0178'CROSSING, ABOUT 190 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND
 NT0178'THE CENTER OF A GATEWAY IN THE RIGHT-OF-WAY FENCE, 55 FEET SOUTHWEST
 NT0178'OF THE CENTER LINE OF THE MAIN TRACK, AND 2 FEET SOUTHWEST OF THE
 NT0178'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 48 1934 AND SET IN THE
 NT0178'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0155 ***********************************************************************
 NU0155  DESIGNATION -  A 49
 NU0155  PID         -  NU0155
 NU0155  STATE/COUNTY-  ID/BANNOCK
 NU0155  USGS QUAD   -  LAVA HOT SPRINGS (1968)
 NU0155
 NU0155                         *CURRENT SURVEY CONTROL
 NU0155  ___________________________________________________________________
 NU0155* NAD 83(1986)-  42 37 20.     (N)    112 00 42.     (W)     SCALED    
 NU0155* NAVD 88     -      1547.104  (meters)    5075.79   (feet)  ADJUSTED  
 NU0155  ___________________________________________________________________
 NU0155  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NU0155  DYNAMIC HT  -        1546.102 (meters)    5072.50  (feet)  COMP
 NU0155  MODELED GRAV-     979,919.5   (mgal)                       NAVD 88
 NU0155
 NU0155  VERT ORDER  -  SECOND    CLASS 0
 NU0155
 NU0155.The horizontal coordinates were scaled from a topographic map and have
 NU0155.an estimated accuracy of +/- 6 seconds.
 NU0155
 NU0155.The orthometric height was determined by differential leveling
 NU0155.and adjusted by the National Geodetic Survey in June 1991..
 NU0155
 NU0155.The geoid height was determined by GEOID03.
 NU0155
 NU0155.The dynamic height is computed by dividing the NAVD 88
 NU0155.geopotential number by the normal gravity value computed on the
 NU0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0155.degrees latitude (g = 980.6199 gals.).
 NU0155
 NU0155.The modeled gravity was interpolated from observed gravity values.
 NU0155
 NU0155;                    North         East    Units  Estimated Accuracy
 NU0155;SPC ID E     -   106,150.      212,720.      MT  (+/- 180 meters Scaled)
 NU0155
 NU0155                          SUPERSEDED SURVEY CONTROL
 NU0155
 NU0155  NGVD 29 (??/??/92) 1545.996  (m)         5072.16   (f) ADJ UNCH    2 0
 NU0155
 NU0155.Superseded values are not recommended for survey control.
 NU0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0155.See file dsdata.txt to determine how the superseded data were derived.
 NU0155
 NU0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN170193(NAD 83)
 NU0155_MARKER: DB = BENCH MARK DISK
 NU0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0155_STAMPING: A 49 1934
 NU0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0155+STABILITY: SURFACE MOTION
 NU0155
 NU0155  HISTORY     - Date     Condition        Report By
 NU0155  HISTORY     - 1934     MONUMENTED       CGS
 NU0155
 NU0155                          STATION DESCRIPTION
 NU0155
 NU0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0155'IN LAVA HOT SPRINGS.
 NU0155'AT LAVA HOT SPRINGS, BANNOCK COUNTY, 80 FEET EAST OF THE EAST END OF
 NU0155'THE UNION PACIFIC RAILROAD STATION, ABOUT 115 FEET EAST OF THE STATION
 NU0155'SEMAPHORE, 32 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND MAIN
 NU0155'TRACK, AND 5 FEET SOUTHWEST OF A LAMPPOST AT THE EAST END OF THE
 NU0155'STATION PLATFORM.  A STANDARD DISK, STAMPED A 49 1934 AND SET IN THE
 NU0155'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0167 ***********************************************************************
 OH0167  DESIGNATION -  A 5
 OH0167  PID         -  OH0167
 OH0167  STATE/COUNTY-  ID/ADA
 OH0167  USGS QUAD   -  KUNA (1992)
 OH0167
 OH0167                         *CURRENT SURVEY CONTROL
 OH0167  ___________________________________________________________________
 OH0167* NAD 83(1986)-  43 29 57.     (N)    116 26 46.     (W)     SCALED    
 OH0167* NAVD 88     -       806.850  (meters)    2647.14   (feet)  ADJUSTED  
 OH0167  ___________________________________________________________________
 OH0167  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 OH0167  DYNAMIC HT  -         806.551 (meters)    2646.16  (feet)  COMP
 OH0167  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 OH0167
 OH0167  VERT ORDER  -  FIRST     CLASS II
 OH0167
 OH0167.The horizontal coordinates were scaled from a topographic map and have
 OH0167.an estimated accuracy of +/- 6 seconds.
 OH0167
 OH0167.The orthometric height was determined by differential leveling
 OH0167.and adjusted by the National Geodetic Survey in June 1991..
 OH0167.WARNING-Repeat measurements at this control monument indicate possible
 OH0167.vertical movement.
 OH0167
 OH0167.The geoid height was determined by GEOID03.
 OH0167
 OH0167.The dynamic height is computed by dividing the NAVD 88
 OH0167.geopotential number by the normal gravity value computed on the
 OH0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0167.degrees latitude (g = 980.6199 gals.).
 OH0167
 OH0167.The modeled gravity was interpolated from observed gravity values.
 OH0167
 OH0167;                    North         East    Units  Estimated Accuracy
 OH0167;SPC ID W     -   203,780.      743,700.      MT  (+/- 180 meters Scaled)
 OH0167
 OH0167                          SUPERSEDED SURVEY CONTROL
 OH0167
 OH0167  NGVD 29 (??/??/92)  805.904  (m)         2644.04   (f) ADJ UNCH    1 2
 OH0167
 OH0167.Superseded values are not recommended for survey control.
 OH0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0167.See file dsdata.txt to determine how the superseded data were derived.
 OH0167
 OH0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ447163(NAD 83)
 OH0167_MARKER: DB = BENCH MARK DISK
 OH0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0167_SP_SET: ABUMENT
 OH0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0167
 OH0167  HISTORY     - Date     Condition        Report By
 OH0167  HISTORY     - UNK      MONUMENTED       CGS
 OH0167  HISTORY     - 1934     GOOD             NGS
 OH0167  HISTORY     - 1941     GOOD             NGS
 OH0167  HISTORY     - 1979     GOOD             NGS
 OH0167
 OH0167                          STATION DESCRIPTION
 OH0167
 OH0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OH0167'2 MI W FROM KUNA.
 OH0167'ABOUT 2 MILES WEST ALONG THE OREGON SHORT LINE RR FROM KUNA, ADA
 OH0167'COUNTY, IDAHO, AT BRIDGE NUMBER 6 OVER INDIAN CREEK AT MILE MARKER
 OH0167'448.73, IN THE TOP OF THE WEST STONE ABUTMENT, 1.5 FEET FROM THE SOUTH
 OH0167'END, 0.7 FEET FROM THE EAST EDGE, AND 8 FEET LOWER THAN THE TRACK. THE
 OH0167'BOTTOM OF A SQUARE HOLE, NOT LETTERED.
 OH0167
 OH0167                          STATION RECOVERY (1941)
 OH0167
 OH0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 OH0167'RECOVERED IN GOOD CONDITION.
 OH0167
 OH0167                          STATION RECOVERY (1979)
 OH0167
 OH0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0022 ***********************************************************************
 QA0022  DESIGNATION -  A 50
 QA0022  PID         -  QA0022
 QA0022  STATE/COUNTY-  ID/LEMHI
 QA0022  USGS QUAD   -  ELLIS (1989)
 QA0022
 QA0022                         *CURRENT SURVEY CONTROL
 QA0022  ___________________________________________________________________
 QA0022* NAD 83(1986)-  44 39 40.     (N)    114 01 08.     (W)     SCALED    
 QA0022* NAVD 88     -      1448.795  (meters)    4753.25   (feet)  ADJUSTED  
 QA0022  ___________________________________________________________________
 QA0022  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 QA0022  DYNAMIC HT  -        1448.084 (meters)    4750.92  (feet)  COMP
 QA0022  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 QA0022
 QA0022  VERT ORDER  -  SECOND    CLASS 0
 QA0022
 QA0022.The horizontal coordinates were scaled from a topographic map and have
 QA0022.an estimated accuracy of +/- 6 seconds.
 QA0022
 QA0022.The orthometric height was determined by differential leveling
 QA0022.and adjusted by the National Geodetic Survey in June 1991..
 QA0022
 QA0022.The geoid height was determined by GEOID03.
 QA0022
 QA0022.The dynamic height is computed by dividing the NAVD 88
 QA0022.geopotential number by the normal gravity value computed on the
 QA0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0022.degrees latitude (g = 980.6199 gals.).
 QA0022
 QA0022.The modeled gravity was interpolated from observed gravity values.
 QA0022
 QA0022;                    North         East    Units  Estimated Accuracy
 QA0022;SPC ID C     -   332,650.      498,500.      MT  (+/- 180 meters Scaled)
 QA0022
 QA0022                          SUPERSEDED SURVEY CONTROL
 QA0022
 QA0022  NGVD 29 (??/??/92) 1447.573  (m)         4749.25   (f) ADJ UNCH    2 0
 QA0022
 QA0022.Superseded values are not recommended for survey control.
 QA0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0022.See file dsdata.txt to determine how the superseded data were derived.
 QA0022
 QA0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK363496(NAD 83)
 QA0022_MARKER: DB = BENCH MARK DISK
 QA0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0022_STAMPING: A 50 1948
 QA0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0022+STABILITY: SURFACE MOTION
 QA0022
 QA0022  HISTORY     - Date     Condition        Report By
 QA0022  HISTORY     - 1948     MONUMENTED       CGS
 QA0022
 QA0022                          STATION DESCRIPTION
 QA0022
 QA0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0022'2.8 MI SE FROM ELLIS.
 QA0022'2.8 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE POST OFFICE AT
 QA0022'ELLIS, ABOUT 0.3 MILE SOUTHEAST OF A DIRT ROAD LEADING SOUTH, AT A
 QA0022'TURNOUT, 52.5 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 7.0 FEET
 QA0022'SOUTHWEST OF A WIRE FENCE, 2.8 FEET NORTH OF A WITNESS POST, SET IN
 QA0022'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0504 ***********************************************************************
 PZ0504  DESIGNATION -  A 51
 PZ0504  PID         -  PZ0504
 PZ0504  STATE/COUNTY-  ID/CUSTER
 PZ0504  USGS QUAD   -  DONKEY HILLS NW (1989)
 PZ0504
 PZ0504                         *CURRENT SURVEY CONTROL
 PZ0504  ___________________________________________________________________
 PZ0504* NAD 83(1986)-  44 23 23.     (N)    113 39 04.     (W)     SCALED    
 PZ0504* NAVD 88     -      1846.004  (meters)    6056.43   (feet)  ADJUSTED  
 PZ0504  ___________________________________________________________________
 PZ0504  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 PZ0504  DYNAMIC HT  -        1844.931 (meters)    6052.91  (feet)  COMP
 PZ0504  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 PZ0504
 PZ0504  VERT ORDER  -  SECOND    CLASS 0
 PZ0504
 PZ0504.The horizontal coordinates were scaled from a topographic map and have
 PZ0504.an estimated accuracy of +/- 6 seconds.
 PZ0504
 PZ0504.The orthometric height was determined by differential leveling
 PZ0504.and adjusted by the National Geodetic Survey in June 1991..
 PZ0504
 PZ0504.The geoid height was determined by GEOID03.
 PZ0504
 PZ0504.The dynamic height is computed by dividing the NAVD 88
 PZ0504.geopotential number by the normal gravity value computed on the
 PZ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0504.degrees latitude (g = 980.6199 gals.).
 PZ0504
 PZ0504.The modeled gravity was interpolated from observed gravity values.
 PZ0504
 PZ0504;                    North         East    Units  Estimated Accuracy
 PZ0504;SPC ID C     -   302,560.      527,800.      MT  (+/- 180 meters Scaled)
 PZ0504
 PZ0504                          SUPERSEDED SURVEY CONTROL
 PZ0504
 PZ0504  NGVD 29 (??/??/92) 1844.675  (m)         6052.07   (f) ADJ UNCH    2 0
 PZ0504
 PZ0504.Superseded values are not recommended for survey control.
 PZ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0504.See file dsdata.txt to determine how the superseded data were derived.
 PZ0504
 PZ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ888185(NAD 83)
 PZ0504_MARKER: DB = BENCH MARK DISK
 PZ0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0504_STAMPING: A51 1948
 PZ0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0504+STABILITY: SURFACE MOTION
 PZ0504
 PZ0504  HISTORY     - Date     Condition        Report By
 PZ0504  HISTORY     - 1948     MONUMENTED       CGS
 PZ0504
 PZ0504                          STATION DESCRIPTION
 PZ0504
 PZ0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0504'23.4 MI SE FROM MAY.
 PZ0504'23.4 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE RANGER STATION
 PZ0504'AT MAY, ABOUT 0.5 MILE NORTH OF THE Y INTERSECTION OF THE PAHSIMEROI
 PZ0504'ROAD AND A GRAVEL ROAD LEADING NORTHEAST TO GOLDBURG, NEAR A PROMINENT
 PZ0504'KNOLL, 57.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 PZ0504'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 PZ0504'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0486 ***********************************************************************
 PZ0486  DESIGNATION -  A 52
 PZ0486  PID         -  PZ0486
 PZ0486  STATE/COUNTY-  ID/CUSTER
 PZ0486  USGS QUAD   -  DICKEY PEAK (1967)
 PZ0486
 PZ0486                         *CURRENT SURVEY CONTROL
 PZ0486  ___________________________________________________________________
 PZ0486* NAD 83(1986)-  44 09 27.     (N)    113 52 45.     (W)     SCALED    
 PZ0486* NAVD 88     -      2050.399  (meters)    6727.02   (feet)  POSTED    
 PZ0486  ___________________________________________________________________
 PZ0486  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 PZ0486  DYNAMIC HT  -        2049.110 (meters)    6722.79  (feet)  COMP
 PZ0486  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 PZ0486
 PZ0486  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PZ0486
 PZ0486.The horizontal coordinates were scaled from a topographic map and have
 PZ0486.an estimated accuracy of +/- 6 seconds.
 PZ0486
 PZ0486.The orthometric height was determined by differential leveling
 PZ0486.and adjusted by the National Geodetic Survey in 1992..
 PZ0486.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PZ0486.rate greater than 8.0 mm/km.
 PZ0486
 PZ0486.The geoid height was determined by GEOID03.
 PZ0486
 PZ0486.The dynamic height is computed by dividing the NAVD 88
 PZ0486.geopotential number by the normal gravity value computed on the
 PZ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0486.degrees latitude (g = 980.6199 gals.).
 PZ0486
 PZ0486.The modeled gravity was interpolated from observed gravity values.
 PZ0486
 PZ0486;                    North         East    Units  Estimated Accuracy
 PZ0486;SPC ID C     -   276,700.      509,670.      MT  (+/- 180 meters Scaled)
 PZ0486
 PZ0486                          SUPERSEDED SURVEY CONTROL
 PZ0486
 PZ0486  NGVD 29 (??/??/92) 2050.361  (m)         6726.89   (f) ADJ UNCH    2 0
 PZ0486
 PZ0486.Superseded values are not recommended for survey control.
 PZ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0486.See file dsdata.txt to determine how the superseded data were derived.
 PZ0486
 PZ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP697933(NAD 83)
 PZ0486_MARKER: DB = BENCH MARK DISK
 PZ0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0486_STAMPING: A 52 1948
 PZ0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0486+STABILITY: SURFACE MOTION
 PZ0486
 PZ0486  HISTORY     - Date     Condition        Report By
 PZ0486  HISTORY     - 1948     MONUMENTED       CGS
 PZ0486
 PZ0486                          STATION DESCRIPTION
 PZ0486
 PZ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0486'2.2 MI N FROM DICKEY.
 PZ0486'0.4 MILE NORTHWEST ALONG STATE HIGHWAY NO.27 FROM THE STORE AT DICKEY,
 PZ0486'THENCE 1.8 MILES NORTH ALONG THE DOUBLE SPRINGS ROAD, ABOUT 0.4 MILE
 PZ0486'SOUTH OF THE SOUTH BOUNDARY OF THE CHALLIS NATIONAL FOREST, 129.0 FEET
 PZ0486'NORTHWEST OF A TELEPHONE POLE, 118.5 FEET NORTHWEST OF THE CENTER LINE
 PZ0486'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 PZ0486'ABOVE THE GROUND.  WITNESS POST SET 2.5 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0487 ***********************************************************************
 PZ0487  DESIGNATION -  A 52 RESET
 PZ0487  PID         -  PZ0487
 PZ0487  STATE/COUNTY-  ID/CUSTER
 PZ0487  USGS QUAD   -  DICKEY PEAK (1967)
 PZ0487
 PZ0487                         *CURRENT SURVEY CONTROL
 PZ0487  ___________________________________________________________________
 PZ0487* NAD 83(1986)-  44 09 27.     (N)    113 52 45.     (W)     SCALED    
 PZ0487* NAVD 88     -      2050.430  (meters)    6727.12   (feet)  ADJUSTED  
 PZ0487  ___________________________________________________________________
 PZ0487  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 PZ0487  DYNAMIC HT  -        2049.140 (meters)    6722.89  (feet)  COMP
 PZ0487  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 PZ0487
 PZ0487  VERT ORDER  -  FIRST     CLASS II
 PZ0487
 PZ0487.The horizontal coordinates were scaled from a topographic map and have
 PZ0487.an estimated accuracy of +/- 6 seconds.
 PZ0487
 PZ0487.The orthometric height was determined by differential leveling
 PZ0487.and adjusted by the National Geodetic Survey in June 1991..
 PZ0487
 PZ0487.The geoid height was determined by GEOID03.
 PZ0487
 PZ0487.The dynamic height is computed by dividing the NAVD 88
 PZ0487.geopotential number by the normal gravity value computed on the
 PZ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0487.degrees latitude (g = 980.6199 gals.).
 PZ0487
 PZ0487.The modeled gravity was interpolated from observed gravity values.
 PZ0487
 PZ0487;                    North         East    Units  Estimated Accuracy
 PZ0487;SPC ID C     -   276,700.      509,670.      MT  (+/- 180 meters Scaled)
 PZ0487
 PZ0487                          SUPERSEDED SURVEY CONTROL
 PZ0487
 PZ0487.No superseded survey control is available for this station.
 PZ0487
 PZ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP697933(NAD 83)
 PZ0487_MARKER: DB = BENCH MARK DISK
 PZ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0487_STAMPING: A 52 1948
 PZ0487_MARK LOGO: CGS   
 PZ0487_PROJECTION: PROJECTING 10 CENTIMETERS
 PZ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0487+STABILITY: SURFACE MOTION
 PZ0487
 PZ0487  HISTORY     - Date     Condition        Report By
 PZ0487  HISTORY     - 1973     MONUMENTED       NGS
 PZ0487  HISTORY     - 1983     GOOD             NGS
 PZ0487  HISTORY     - 1984     GOOD             NGS
 PZ0487  HISTORY     - 1985     GOOD             NGS
 PZ0487
 PZ0487                          STATION DESCRIPTION
 PZ0487
 PZ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PZ0487'0.4 MI NW FROM DICKEY.
 PZ0487'0.4 MILE NORTHWEST ALONG STATE HIGHWAY NO. 27 FROM THE STORE AT
 PZ0487'DICKEY, THENCE 1.8 MILES NORTH ALONG THE DOUBLE SPRINGS ROAD, ABOUT
 PZ0487'0.4 MILE SOUTH OF THE SOUTH BOUNDARY OF THE CHALLIS NATIONAL FOREST,
 PZ0487'129.0 FEET NORTHWEST OF A TELEPHONE POLE, 118.5 FEET NORTHWEST OF THE
 PZ0487'CENTER LINE OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 PZ0487'0.4 FOOT ABOVE THE GROUND.  WITNESS POST SET 2.5 FEET EAST OF THE
 PZ0487'MARK.
 PZ0487
 PZ0487                          STATION RECOVERY (1983)
 PZ0487
 PZ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PZ0487'35.65 KM (22.3 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0487'OF MAIN STREET AT MACKAY, THENCE 2.9 KM (1.8 MI) NORTHEAST ALONG
 PZ0487'DOUBLE SPRINGS ROAD, 0.65 KM (0.4 MI) SOUTHWEST OF THE CHALLIS
 PZ0487'NATIONAL FOREST BOUNDARY, 0.68 KM (0.42 MI) NORTHEAST OF A HIGH
 PZ0487'TENSION POWER LINE CROSSING THE ROAD, 36.1 METERS (118.5 FT)
 PZ0487'NORTHWEST OF THE CENTERLINE OF THE ROAD.
 PZ0487'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 PZ0487'THE MARK IS 0.5 M ABOVE THE ROAD.
 PZ0487
 PZ0487                          STATION RECOVERY (1984)
 PZ0487
 PZ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0487'RECOVERED IN GOOD CONDITION.
 PZ0487
 PZ0487                          STATION RECOVERY (1985)
 PZ0487
 PZ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0429 ***********************************************************************
 PZ0429  DESIGNATION -  A 53
 PZ0429  PID         -  PZ0429
 PZ0429  STATE/COUNTY-  ID/BUTTE
 PZ0429  USGS QUAD   -  BADGER CREEK (1987)
 PZ0429
 PZ0429                         *CURRENT SURVEY CONTROL
 PZ0429  ___________________________________________________________________
 PZ0429* NAD 83(1986)-  44 06 40.     (N)    113 14 48.     (W)     SCALED    
 PZ0429* NAVD 88     -      1768.314  (meters)    5801.54   (feet)  ADJUSTED  
 PZ0429  ___________________________________________________________________
 PZ0429  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 PZ0429  DYNAMIC HT  -        1767.308 (meters)    5798.24  (feet)  COMP
 PZ0429  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 PZ0429
 PZ0429  VERT ORDER  -  SECOND    CLASS 0
 PZ0429
 PZ0429.The horizontal coordinates were scaled from a topographic map and have
 PZ0429.an estimated accuracy of +/- 6 seconds.
 PZ0429
 PZ0429.The orthometric height was determined by differential leveling
 PZ0429.and adjusted by the National Geodetic Survey in June 1991..
 PZ0429
 PZ0429.The geoid height was determined by GEOID03.
 PZ0429
 PZ0429.The dynamic height is computed by dividing the NAVD 88
 PZ0429.geopotential number by the normal gravity value computed on the
 PZ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0429.degrees latitude (g = 980.6199 gals.).
 PZ0429
 PZ0429.The modeled gravity was interpolated from observed gravity values.
 PZ0429
 PZ0429;                    North         East    Units  Estimated Accuracy
 PZ0429;SPC ID C     -   271,820.      560,310.      MT  (+/- 180 meters Scaled)
 PZ0429
 PZ0429                          SUPERSEDED SURVEY CONTROL
 PZ0429
 PZ0429  NGVD 29 (??/??/92) 1767.104  (m)         5797.57   (f) ADJ UNCH    2 0
 PZ0429
 PZ0429.Superseded values are not recommended for survey control.
 PZ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0429.See file dsdata.txt to determine how the superseded data were derived.
 PZ0429
 PZ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP202866(NAD 83)
 PZ0429_MARKER: DB = BENCH MARK DISK
 PZ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0429_STAMPING: A 53 1948
 PZ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0429+STABILITY: SURFACE MOTION
 PZ0429
 PZ0429  HISTORY     - Date     Condition        Report By
 PZ0429  HISTORY     - 1948     MONUMENTED       CGS
 PZ0429  HISTORY     - 1983     MARK NOT FOUND   USGS
 PZ0429
 PZ0429                          STATION DESCRIPTION
 PZ0429
 PZ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0429'2.1 MI SE FROM CLYDE.
 PZ0429'2.1 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0429'CLYDE, ABOUT 0.2 MILE SOUTHEAST OF A NORTHEAST CORNER FENCE POST, AT
 PZ0429'THE SOUTHEAST END OF AN S CURVE, 105.0 FEET SOUTHWEST OF THE CENTER
 PZ0429'LINE OF THE ROAD, 3.2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 PZ0429'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 PZ0429
 PZ0429                          STATION RECOVERY (1983)
 PZ0429
 PZ0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0435 ***********************************************************************
 PZ0435  DESIGNATION -  A 54
 PZ0435  PID         -  PZ0435
 PZ0435  STATE/COUNTY-  ID/BUTTE
 PZ0435  USGS QUAD   -  BADGER CREEK (1987)
 PZ0435
 PZ0435                         *CURRENT SURVEY CONTROL
 PZ0435  ___________________________________________________________________
 PZ0435* NAD 83(1986)-  44 01 45.     (N)    113 12 11.     (W)     SCALED    
 PZ0435* NAVD 88     -      1692.650  (meters)    5553.30   (feet)  ADJUSTED  
 PZ0435  ___________________________________________________________________
 PZ0435  GEOID HEIGHT-         -11.17  (meters)                     GEOID03
 PZ0435  DYNAMIC HT  -        1691.686 (meters)    5550.14  (feet)  COMP
 PZ0435  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 PZ0435
 PZ0435  VERT ORDER  -  SECOND    CLASS 0
 PZ0435
 PZ0435.The horizontal coordinates were scaled from a topographic map and have
 PZ0435.an estimated accuracy of +/- 6 seconds.
 PZ0435
 PZ0435.The orthometric height was determined by differential leveling
 PZ0435.and adjusted by the National Geodetic Survey in June 1991..
 PZ0435
 PZ0435.The geoid height was determined by GEOID03.
 PZ0435
 PZ0435.The dynamic height is computed by dividing the NAVD 88
 PZ0435.geopotential number by the normal gravity value computed on the
 PZ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0435.degrees latitude (g = 980.6199 gals.).
 PZ0435
 PZ0435.The modeled gravity was interpolated from observed gravity values.
 PZ0435
 PZ0435;                    North         East    Units  Estimated Accuracy
 PZ0435;SPC ID C     -   262,750.      563,890.      MT  (+/- 180 meters Scaled)
 PZ0435
 PZ0435                          SUPERSEDED SURVEY CONTROL
 PZ0435
 PZ0435  NGVD 29 (??/??/92) 1691.455  (m)         5549.38   (f) ADJ UNCH    2 0
 PZ0435
 PZ0435.Superseded values are not recommended for survey control.
 PZ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0435.See file dsdata.txt to determine how the superseded data were derived.
 PZ0435
 PZ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP234774(NAD 83)
 PZ0435_MARKER: DB = BENCH MARK DISK
 PZ0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0435_STAMPING: A 54 1948
 PZ0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0435+STABILITY: SURFACE MOTION
 PZ0435
 PZ0435  HISTORY     - Date     Condition        Report By
 PZ0435  HISTORY     - 1948     MONUMENTED       CGS
 PZ0435  HISTORY     - 1983     GOOD             USGS
 PZ0435
 PZ0435                          STATION DESCRIPTION
 PZ0435
 PZ0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0435'8.5 MI SE FROM CLYDE.
 PZ0435'8.5 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0435'CLYDE, ABOUT 0.1 MILE EAST OF A PROMINENT CURVE IN THE LITTLE LOST
 PZ0435'RIVER, 77.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 16.0 FEET
 PZ0435'SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD LEADING EAST, 4.4 FEET
 PZ0435'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PZ0435'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PZ0435
 PZ0435                          STATION RECOVERY (1983)
 PZ0435
 PZ0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0435'8.6 MILES SOUTHEAST ALONG THE PAHSINMERCI ROAD FROM THE SCHOOLHOUSE
 PZ0435'AT CLYDE TO A DIM TRACK ROAD WEST, FOLLOW TRACK ROAD FOR APPROXIMATLY
 PZ0435'700 FEET TO INTERSECTION WITH A PORTION OF THE OLD HIGHWAY
 PZ0435'INTERSECTION WITH A PORTION OF THE OLD HIGHWAY, TURN SOUTH ON OLD
 PZ0435'HWY. AND CONTINUE FOR 230 FEET, 84 FEET SOUTHWEST CENTERLINE OF OLD
 PZ0435'HWY. SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND. A
 PZ0435'STANDARD TABLET STAMPED A 54 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0750 ***********************************************************************
 OY0750  DESIGNATION -  A 55
 OY0750  PID         -  OY0750
 OY0750  STATE/COUNTY-  ID/CUSTER
 OY0750  USGS QUAD   -  METHODIST CREEK (1969)
 OY0750
 OY0750                         *CURRENT SURVEY CONTROL
 OY0750  ___________________________________________________________________
 OY0750* NAD 83(1986)-  43 59 15.     (N)    113 27 02.     (W)     SCALED    
 OY0750* NAVD 88     -      2052.821  (meters)    6734.96   (feet)  ADJUSTED  
 OY0750  ___________________________________________________________________
 OY0750  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 OY0750  DYNAMIC HT  -        2051.425 (meters)    6730.38  (feet)  COMP
 OY0750  MODELED GRAV-     979,865.7   (mgal)                       NAVD 88
 OY0750
 OY0750  VERT ORDER  -  SECOND    CLASS 0
 OY0750
 OY0750.The horizontal coordinates were scaled from a topographic map and have
 OY0750.an estimated accuracy of +/- 6 seconds.
 OY0750
 OY0750.The orthometric height was determined by differential leveling
 OY0750.and adjusted by the National Geodetic Survey in June 1991..
 OY0750
 OY0750.The geoid height was determined by GEOID03.
 OY0750
 OY0750.The dynamic height is computed by dividing the NAVD 88
 OY0750.geopotential number by the normal gravity value computed on the
 OY0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0750.degrees latitude (g = 980.6199 gals.).
 OY0750
 OY0750.The modeled gravity was interpolated from observed gravity values.
 OY0750
 OY0750;                    North         East    Units  Estimated Accuracy
 OY0750;SPC ID C     -   257,950.      544,080.      MT  (+/- 180 meters Scaled)
 OY0750
 OY0750                          SUPERSEDED SURVEY CONTROL
 OY0750
 OY0750  NGVD 29 (??/??/92) 2051.435  (m)         6730.42   (f) ADJ UNCH    2 0
 OY0750
 OY0750.Superseded values are not recommended for survey control.
 OY0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0750.See file dsdata.txt to determine how the superseded data were derived.
 OY0750
 OY0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP034734(NAD 83)
 OY0750_MARKER: DB = BENCH MARK DISK
 OY0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0750_STAMPING: A 55 1948
 OY0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0750+STABILITY: SURFACE MOTION
 OY0750
 OY0750  HISTORY     - Date     Condition        Report By
 OY0750  HISTORY     - 1948     MONUMENTED       CGS
 OY0750
 OY0750                          STATION DESCRIPTION
 OY0750
 OY0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0750'0.7 MI N FROM MOUNTAIN VIEW G. S..
 OY0750'0.7 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE MOUNTAIN VIEW GUARD
 OY0750'STATION, AT A CLEARING, ABOUT 125 FEET NORTHWEST OF THE WEST END OF A
 OY0750'14-INCH STEEL CULVERT, 42.5 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OY0750'3.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OY0750'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0355 ***********************************************************************
 PZ0355  DESIGNATION -  A 56
 PZ0355  PID         -  PZ0355
 PZ0355  STATE/COUNTY-  ID/BUTTE
 PZ0355  USGS QUAD   -  MULKEY BAR (1987)
 PZ0355
 PZ0355                         *CURRENT SURVEY CONTROL
 PZ0355  ___________________________________________________________________
 PZ0355* NAD 83(1986)-  44 09 10.     (N)    113 19 39.     (W)     SCALED    
 PZ0355* NAVD 88     -      1896.062  (meters)    6220.66   (feet)  ADJUSTED  
 PZ0355  ___________________________________________________________________
 PZ0355  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 PZ0355  DYNAMIC HT  -        1894.931 (meters)    6216.95  (feet)  COMP
 PZ0355  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 PZ0355
 PZ0355  VERT ORDER  -  SECOND    CLASS 0
 PZ0355
 PZ0355.The horizontal coordinates were scaled from a topographic map and have
 PZ0355.an estimated accuracy of +/- 6 seconds.
 PZ0355
 PZ0355.The orthometric height was determined by differential leveling
 PZ0355.and adjusted by the National Geodetic Survey in June 1991..
 PZ0355
 PZ0355.The geoid height was determined by GEOID03.
 PZ0355
 PZ0355.The dynamic height is computed by dividing the NAVD 88
 PZ0355.geopotential number by the normal gravity value computed on the
 PZ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0355.degrees latitude (g = 980.6199 gals.).
 PZ0355
 PZ0355.The modeled gravity was interpolated from observed gravity values.
 PZ0355
 PZ0355;                    North         East    Units  Estimated Accuracy
 PZ0355;SPC ID C     -   276,390.      553,800.      MT  (+/- 180 meters Scaled)
 PZ0355
 PZ0355                          SUPERSEDED SURVEY CONTROL
 PZ0355
 PZ0355  NGVD 29 (??/??/92) 1894.791  (m)         6216.49   (f) ADJ UNCH    2 0
 PZ0355
 PZ0355.Superseded values are not recommended for survey control.
 PZ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0355.See file dsdata.txt to determine how the superseded data were derived.
 PZ0355
 PZ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP138914(NAD 83)
 PZ0355_MARKER: DB = BENCH MARK DISK
 PZ0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0355_STAMPING: A 56 1948
 PZ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0355+STABILITY: SURFACE MOTION
 PZ0355
 PZ0355  HISTORY     - Date     Condition        Report By
 PZ0355  HISTORY     - 1948     MONUMENTED       CGS
 PZ0355
 PZ0355                          STATION DESCRIPTION
 PZ0355
 PZ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0355'4.3 MI SW FROM CLYDE.
 PZ0355'4.3 MILES SOUTHWEST ALONG THE PASS CREEK ROAD FROM THE SCHOOL AT
 PZ0355'CLYDE, AT THE Y INTERSECTION OF THE PASS CREEK ROAD AND A TRACK ROAD
 PZ0355'LEADING NORTHEAST, 90.0 FEET NORTH OF THE CENTER LINE OF THE PASS
 PZ0355'CREEK ROAD, 40.0 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD
 PZ0355'LEADING NORTHEAST, 3.0 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 PZ0355'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0139 ***********************************************************************
 OY0139  DESIGNATION -  A 58
 OY0139  PID         -  OY0139
 OY0139  STATE/COUNTY-  ID/JEFFERSON
 OY0139  USGS QUAD   -  MARKET LAKE (1964)
 OY0139
 OY0139                         *CURRENT SURVEY CONTROL
 OY0139  ___________________________________________________________________
 OY0139* NAD 83(1986)-  43 47 15.     (N)    112 09 46.     (W)     SCALED    
 OY0139* NAVD 88     -      1451.801  (meters)    4763.12   (feet)  ADJUSTED  
 OY0139  ___________________________________________________________________
 OY0139  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 OY0139  DYNAMIC HT  -        1451.094 (meters)    4760.80  (feet)  COMP
 OY0139  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 OY0139
 OY0139  VERT ORDER  -  SECOND    CLASS 0
 OY0139
 OY0139.The horizontal coordinates were scaled from a topographic map and have
 OY0139.an estimated accuracy of +/- 6 seconds.
 OY0139
 OY0139.The orthometric height was determined by differential leveling
 OY0139.and adjusted by the National Geodetic Survey in June 1991..
 OY0139
 OY0139.The geoid height was determined by GEOID03.
 OY0139
 OY0139.The dynamic height is computed by dividing the NAVD 88
 OY0139.geopotential number by the normal gravity value computed on the
 OY0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0139.degrees latitude (g = 980.6199 gals.).
 OY0139
 OY0139.The modeled gravity was interpolated from observed gravity values.
 OY0139
 OY0139;                    North         East    Units  Estimated Accuracy
 OY0139;SPC ID E     -   235,590.      200,310.      MT  (+/- 180 meters Scaled)
 OY0139
 OY0139                          SUPERSEDED SURVEY CONTROL
 OY0139
 OY0139  NGVD 29 (??/??/92) 1450.736  (m)         4759.62   (f) ADJ UNCH    2 0
 OY0139
 OY0139.Superseded values are not recommended for survey control.
 OY0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0139.See file dsdata.txt to determine how the superseded data were derived.
 OY0139
 OY0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP064489(NAD 83)
 OY0139_MARKER: DB = BENCH MARK DISK
 OY0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0139_STAMPING: A 58 1948
 OY0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0139+STABILITY: SURFACE MOTION
 OY0139
 OY0139  HISTORY     - Date     Condition        Report By
 OY0139  HISTORY     - 1948     MONUMENTED       CGS
 OY0139  HISTORY     - 1963     GOOD             USGS
 OY0139
 OY0139                          STATION DESCRIPTION
 OY0139
 OY0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0139'5.1 MI NW FROM ROBERTS.
 OY0139'ABOUT 5.1 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 91 FROM THE POST
 OY0139'OFFICE AT ROBERTS, AT A FENCE CORNER, 34.0 FEET SOUTHWEST OF THE
 OY0139'CENTER LINE OF THE HIGHWAY, 1.8 FEET WEST OF THE CORNER FENCE POST,
 OY0139'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 OY0139'GROUND.
 OY0139
 OY0139                          STATION RECOVERY (1963)
 OY0139
 OY0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OY0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0387 ***********************************************************************
 OY0387  DESIGNATION -  A 59
 OY0387  PID         -  OY0387
 OY0387  STATE/COUNTY-  ID/BINGHAM
 OY0387  USGS QUAD   -  TABER (1973)
 OY0387
 OY0387                         *CURRENT SURVEY CONTROL
 OY0387  ___________________________________________________________________
 OY0387* NAD 83(1986)-  43 19 06.     (N)    112 41 24.     (W)     SCALED    
 OY0387* NAVD 88     -      1441.873  (meters)    4730.55   (feet)  ADJUSTED  
 OY0387  ___________________________________________________________________
 OY0387  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 OY0387  DYNAMIC HT  -        1441.116 (meters)    4728.06  (feet)  COMP
 OY0387  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 OY0387
 OY0387  VERT ORDER  -  FIRST     CLASS II
 OY0387
 OY0387.The horizontal coordinates were scaled from a topographic map and have
 OY0387.an estimated accuracy of +/- 6 seconds.
 OY0387
 OY0387.The orthometric height was determined by differential leveling
 OY0387.and adjusted by the National Geodetic Survey in December 1992..
 OY0387
 OY0387.The geoid height was determined by GEOID03.
 OY0387
 OY0387.The dynamic height is computed by dividing the NAVD 88
 OY0387.geopotential number by the normal gravity value computed on the
 OY0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0387.degrees latitude (g = 980.6199 gals.).
 OY0387
 OY0387.The modeled gravity was interpolated from observed gravity values.
 OY0387
 OY0387;                    North         East    Units  Estimated Accuracy
 OY0387;SPC ID E     -   183,600.      157,550.      MT  (+/- 180 meters Scaled)
 OY0387
 OY0387                          SUPERSEDED SURVEY CONTROL
 OY0387
 OY0387  NAVD 88 (06/15/91) 1441.883  (m)         4730.58   (f) UNKNOWN     1 2
 OY0387  NGVD 29 (08/20/92) 1440.851  (m)         4727.19   (f) ADJUSTED    1 2
 OY0387
 OY0387.Superseded values are not recommended for survey control.
 OY0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0387.See file dsdata.txt to determine how the superseded data were derived.
 OY0387
 OY0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN629975(NAD 83)
 OY0387_MARKER: DB = BENCH MARK DISK
 OY0387_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OY0387+WITH SETTING: PAVEMENT
 OY0387_SP_SET: FOOTING
 OY0387_STAMPING: A 59 1948
 OY0387_MARK LOGO: CGS   
 OY0387_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0387+STABILITY: SURFACE MOTION
 OY0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0387+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0387
 OY0387  HISTORY     - Date     Condition        Report By
 OY0387  HISTORY     - 1948     MONUMENTED       CGS
 OY0387  HISTORY     - 1973     GOOD             USGS
 OY0387  HISTORY     - 19920619 GOOD             NGS
 OY0387
 OY0387                          STATION DESCRIPTION
 OY0387
 OY0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0387'20.7 MI NW FROM BLACKFOOT.
 OY0387'ABOUT 20.7 MILES NORTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OY0387'THE STATION AT BLACKFOOT, AT TABER, SET VERTICALLY IN THE NORTH FACE
 OY0387'OF THE CONCRETE FOUNDATION OF THE WATER TOWER AND ABOUT 1.0 FOOT ABOVE
 OY0387'THE GROUND.
 OY0387
 OY0387                          STATION RECOVERY (1973)
 OY0387
 OY0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OY0387'RECOVERED IN GOOD CONDITION.
 OY0387
 OY0387                          STATION RECOVERY (1992)
 OY0387
 OY0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0387'30.3 KM (18.80 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY0387'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, SET
 OY0387'VERTICALLY IN THE NORTHEAST FACE OF THE CENTER CONCRETE FOOTING OF A
 OY0387'WATER TOWER (TOWER REMOVED), 6.9 M (22.6 FT) NORTHEAST OF AND LEVEL
 OY0387'WITH THE NEAR RAIL, AND THE DISK IS 0.2 M (0.7 FT) ABOVE THE GROUND
 OY0387'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0489 ***********************************************************************
 RY0489  DESIGNATION -  A 60
 RY0489  PID         -  RY0489
 RY0489  STATE/COUNTY-  ID/IDAHO
 RY0489  USGS QUAD   -  LOWELL (1994)
 RY0489
 RY0489                         *CURRENT SURVEY CONTROL
 RY0489  ___________________________________________________________________
 RY0489* NAD 83(1986)-  46 12 55.     (N)    115 32 12.     (W)     SCALED    
 RY0489* NAVD 88     -       489.262  (meters)    1605.19   (feet)  ADJUSTED  
 RY0489  ___________________________________________________________________
 RY0489  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 RY0489  DYNAMIC HT  -         489.196 (meters)    1604.97  (feet)  COMP
 RY0489  MODELED GRAV-     980,467.1   (mgal)                       NAVD 88
 RY0489
 RY0489  VERT ORDER  -  FIRST     CLASS II
 RY0489
 RY0489.The horizontal coordinates were scaled from a topographic map and have
 RY0489.an estimated accuracy of +/- 6 seconds.
 RY0489
 RY0489.The orthometric height was determined by differential leveling
 RY0489.and adjusted by the National Geodetic Survey in June 1991..
 RY0489
 RY0489.The geoid height was determined by GEOID03.
 RY0489
 RY0489.The dynamic height is computed by dividing the NAVD 88
 RY0489.geopotential number by the normal gravity value computed on the
 RY0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0489.degrees latitude (g = 980.6199 gals.).
 RY0489
 RY0489.The modeled gravity was interpolated from observed gravity values.
 RY0489
 RY0489;                    North         East    Units  Estimated Accuracy
 RY0489;SPC ID W     -   505,390.      816,460.      MT  (+/- 180 meters Scaled)
 RY0489
 RY0489                          SUPERSEDED SURVEY CONTROL
 RY0489
 RY0489  NGVD 29 (??/??/92)  488.166  (m)         1601.59   (f) ADJ UNCH    1 2
 RY0489
 RY0489.Superseded values are not recommended for survey control.
 RY0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0489.See file dsdata.txt to determine how the superseded data were derived.
 RY0489
 RY0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM128190(NAD 83)
 RY0489_MARKER: DB = BENCH MARK DISK
 RY0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0489_STAMPING: A 60 1950
 RY0489_MARK LOGO: CGS   
 RY0489_PROJECTION: PROJECTING 20 CENTIMETERS
 RY0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0489+STABILITY: SURFACE MOTION
 RY0489
 RY0489  HISTORY     - Date     Condition        Report By
 RY0489  HISTORY     - 1950     MONUMENTED       CGS
 RY0489  HISTORY     - 1980     GOOD             NGS
 RY0489
 RY0489                          STATION DESCRIPTION
 RY0489
 RY0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0489'7.2 MI NE FROM LOWELL.
 RY0489'7.2 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF
 RY0489'THE STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, AT APGAR CREEK, 37
 RY0489'YARDS NORTH OF THE NORTHEAST CORNER OF A RESIDENCE, 44.7 FEET
 RY0489'NORTHWEST OF THE WEST END OF A 48-INCH CORRUGATED METAL PIPE CULVERT,
 RY0489'36 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 21 1/2 FEET SOUTH
 RY0489'OF THE CENTER LINE OF A DIRT ROAD LEADING WEST TO CANYON CREEK
 RY0489'MEADOWS, 12.8 FEET SOUTHEAST OF AN 18-INCH WHITE FIR TREE, ABOUT 4
 RY0489'FEET HIGHER THAN THE HIGHWAY, 2.6 FEET SOUTH OF A WITNESS POST, AND
 RY0489'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 RY0489'GROUND.
 RY0489
 RY0489                          STATION RECOVERY (1980)
 RY0489
 RY0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0489'12.4 KILOMETERS (7.7 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0489'WEST END OF A HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.55
 RY0489'KILOMETER (0.35 MILE) NORTHEAST OF HIGHWAY MILEPOST 104, 13.5 METERS
 RY0489'(44.5 FEET) NORTH OF THE TOP CENTER OF THE WEST END OF A
 RY0489'120-CENTIMETER (48-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY
 RY0489'FOR APGAR CREEK, 11.0 METERS (36.5 FEET) NORTHWEST OF THE CENTERLINE,
 RY0489'OF THE HIGHWAY, 6.5 METERS (21.5 FEET) SOUTH OF THE CENTERLINE OF
 RY0489'A DIRT TRACK ROAD LEADING NORTHWEST, 3.8 METERS (12.8 FEET) SOUTHEAST
 RY0489'OF A 60-CENTIMETER (24-INCH) DIAMETER GRAND FIR TREE.
 RY0489'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 RY0489'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0280 ***********************************************************************
 RY0280  DESIGNATION -  A 61
 RY0280  PID         -  RY0280
 RY0280  STATE/COUNTY-  ID/IDAHO
 RY0280  USGS QUAD   -  WEITAS BUTTE (1994)
 RY0280
 RY0280                         *CURRENT SURVEY CONTROL
 RY0280  ___________________________________________________________________
 RY0280* NAD 83(1986)-  46 25 31.     (N)    115 22 39.     (W)     SCALED    
 RY0280* NAVD 88     -      1567.943  (meters)    5144.16   (feet)  ADJUSTED  
 RY0280  ___________________________________________________________________
 RY0280  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 RY0280  DYNAMIC HT  -        1567.494 (meters)    5142.69  (feet)  COMP
 RY0280  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 RY0280
 RY0280  VERT ORDER  -  FIRST     CLASS II
 RY0280
 RY0280.The horizontal coordinates were scaled from a topographic map and have
 RY0280.an estimated accuracy of +/- 6 seconds.
 RY0280
 RY0280.The orthometric height was determined by differential leveling
 RY0280.and adjusted by the National Geodetic Survey in June 1991..
 RY0280
 RY0280.The geoid height was determined by GEOID03.
 RY0280
 RY0280.The dynamic height is computed by dividing the NAVD 88
 RY0280.geopotential number by the normal gravity value computed on the
 RY0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0280.degrees latitude (g = 980.6199 gals.).
 RY0280
 RY0280.The modeled gravity was interpolated from observed gravity values.
 RY0280
 RY0280;                    North         East    Units  Estimated Accuracy
 RY0280;SPC ID W     -   528,780.      828,630.      MT  (+/- 180 meters Scaled)
 RY0280
 RY0280                          SUPERSEDED SURVEY CONTROL
 RY0280
 RY0280  NGVD 29 (??/??/92) 1566.684  (m)         5140.03   (f) ADJ UNCH    1 2
 RY0280
 RY0280.Superseded values are not recommended for survey control.
 RY0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0280.See file dsdata.txt to determine how the superseded data were derived.
 RY0280
 RY0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM246425(NAD 83)
 RY0280_MARKER: DB = BENCH MARK DISK
 RY0280_SETTING: 80 = SET IN A BOULDER
 RY0280_STAMPING: A 61 1950
 RY0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0280+STABILITY: SURFACE MOTION
 RY0280
 RY0280  HISTORY     - Date     Condition        Report By
 RY0280  HISTORY     - 1950     MONUMENTED       CGS
 RY0280
 RY0280                          STATION DESCRIPTION
 RY0280
 RY0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0280'0.8 MI W FROM SHERMAN SADDLE.
 RY0280'0.8 MILE WEST ALONG THE LOLO TRAIL ROAD FROM SHERMAN SADDLE, 169.7
 RY0280'FEET WEST OF THE NORTH END OF A SMALL WOODEN CULVERT, 32.3 FEET
 RY0280'NORTHEAST OF A 6-INCH WHITE FIR TREE MARKED WITH A SMALL WHITE PAINTED
 RY0280'TRIANGULAR BLAZE, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE
 RY0280'TOP OF A LARGE BOULDER, ABOUT 13 FEET LOWER THAN THE ROAD, AND MARKED
 RY0280'BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0251 ***********************************************************************
 RY0251  DESIGNATION -  A 62
 RY0251  PID         -  RY0251
 RY0251  STATE/COUNTY-  ID/IDAHO
 RY0251  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0251
 RY0251                         *CURRENT SURVEY CONTROL
 RY0251  ___________________________________________________________________
 RY0251* NAD 83(1986)-  46 37 40.     (N)    114 35 10.     (W)     SCALED    
 RY0251* NAVD 88     -      1541.665  (meters)    5057.95   (feet)  POSTED    
 RY0251  ___________________________________________________________________
 RY0251  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RY0251  DYNAMIC HT  -        1541.240 (meters)    5056.55  (feet)  COMP
 RY0251  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 RY0251
 RY0251  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RY0251
 RY0251.The horizontal coordinates were scaled from a topographic map and have
 RY0251.an estimated accuracy of +/- 6 seconds.
 RY0251
 RY0251.The orthometric height was determined by differential leveling
 RY0251.and adjusted by the National Geodetic Survey in 1992..
 RY0251.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RY0251.rate of 2.1 thru 3.0 mm/km.
 RY0251
 RY0251.The geoid height was determined by GEOID03.
 RY0251
 RY0251.The dynamic height is computed by dividing the NAVD 88
 RY0251.geopotential number by the normal gravity value computed on the
 RY0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0251.degrees latitude (g = 980.6199 gals.).
 RY0251
 RY0251.The modeled gravity was interpolated from observed gravity values.
 RY0251
 RY0251;                    North         East    Units  Estimated Accuracy
 RY0251;SPC ID W     -   551,880.      889,130.      MT  (+/- 180 meters Scaled)
 RY0251
 RY0251                          SUPERSEDED SURVEY CONTROL
 RY0251
 RY0251  NGVD 29 (??/??/92) 1540.430  (m)         5053.89   (f) ADJ UNCH    1 2
 RY0251
 RY0251.Superseded values are not recommended for survey control.
 RY0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0251.See file dsdata.txt to determine how the superseded data were derived.
 RY0251
 RY0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM847666(NAD 83)
 RY0251_MARKER: DB = BENCH MARK DISK
 RY0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0251_STAMPING: A 62 1950
 RY0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0251+STABILITY: SURFACE MOTION
 RY0251
 RY0251  HISTORY     - Date     Condition        Report By
 RY0251  HISTORY     - 1950     MONUMENTED       CGS
 RY0251  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0251  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0251
 RY0251                          STATION DESCRIPTION
 RY0251
 RY0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0251'13.5 MI NE FROM POWELL RANGER STATION.
 RY0251'0.9 MILE NORTH ALONG A FOREST SERVICE DIRT ROAD FROM THE POWELL RANGER
 RY0251'STATION, THENCE 12.6 MILES NORTHEAST ALONG STATE HIGHWAY 9, 0.7 MILE
 RY0251'SOUTH OF LOLO PASS AND THE IDAHO-MONTANA STATE BOUNDARY, DIRECTLY
 RY0251'ACROSS A CANYON FROM A BOULDER COVERED SLOPE, 21.2 FEET WEST OF THE
 RY0251'CENTER LINE OF THE HIGHWAY, 4.2 FEET NORTH OF A TELEPHONE POLE, 10.4
 RY0251'FEET WEST OF A WITNESS POST, 5 FEET LOWER THAN THE HIGHWAY, CONCRETE
 RY0251'POST PROJECTS 0.2 FOOT.
 RY0251
 RY0251                          STATION RECOVERY (1964)
 RY0251
 RY0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0251'MARK NOT FOUND.
 RY0251
 RY0251                          STATION RECOVERY (1980)
 RY0251
 RY0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0251'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0312 ***********************************************************************
 RY0312  DESIGNATION -  A 63
 RY0312  PID         -  RY0312
 RY0312  STATE/COUNTY-  ID/IDAHO
 RY0312  USGS QUAD   -  GREYSTONE BUTTE (1994)
 RY0312
 RY0312                         *CURRENT SURVEY CONTROL
 RY0312  ___________________________________________________________________
 RY0312* NAD 83(1986)-  46 27 09.     (N)    115 04 40.     (W)     SCALED    
 RY0312* NAVD 88     -       840.798  (meters)    2758.52   (feet)  POSTED    
 RY0312  ___________________________________________________________________
 RY0312  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 RY0312  DYNAMIC HT  -         840.640 (meters)    2758.00  (feet)  COMP
 RY0312  MODELED GRAV-     980,403.1   (mgal)                       NAVD 88
 RY0312
 RY0312  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0312
 RY0312.The horizontal coordinates were scaled from a topographic map and have
 RY0312.an estimated accuracy of +/- 6 seconds.
 RY0312
 RY0312.The orthometric height was determined by differential leveling
 RY0312.and adjusted by the National Geodetic Survey in 1992..
 RY0312.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0312.rate of 1.1 thru 2.0 mm/km.
 RY0312
 RY0312.The geoid height was determined by GEOID03.
 RY0312
 RY0312.The dynamic height is computed by dividing the NAVD 88
 RY0312.geopotential number by the normal gravity value computed on the
 RY0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0312.degrees latitude (g = 980.6199 gals.).
 RY0312
 RY0312.The modeled gravity was interpolated from observed gravity values.
 RY0312
 RY0312;                    North         East    Units  Estimated Accuracy
 RY0312;SPC ID W     -   531,960.      851,640.      MT  (+/- 180 meters Scaled)
 RY0312
 RY0312                          SUPERSEDED SURVEY CONTROL
 RY0312
 RY0312  NGVD 29 (??/??/92)  839.669  (m)         2754.81   (f) ADJ UNCH    1 2
 RY0312
 RY0312.Superseded values are not recommended for survey control.
 RY0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0312.See file dsdata.txt to determine how the superseded data were derived.
 RY0312
 RY0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM476461(NAD 83)
 RY0312_MARKER: DB = BENCH MARK DISK
 RY0312_SETTING: 80 = SET IN A BOULDER
 RY0312_STAMPING: A 63 1950
 RY0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0312+STABILITY: SURFACE MOTION
 RY0312
 RY0312  HISTORY     - Date     Condition        Report By
 RY0312  HISTORY     - 1950     MONUMENTED       CGS
 RY0312  HISTORY     - 1966     MARK NOT FOUND   USGS
 RY0312  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0312
 RY0312                          STATION DESCRIPTION
 RY0312
 RY0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0312'19.2 MI NE FROM LOCHSA RANGER STATION.
 RY0312'19.2 MILES NORTHEAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER
 RY0312'STATION, ABOUT 55 YARDS SOUTHWEST OF THE MOUTH OF INDIAN GRAVE CREEK,
 RY0312'17 FEET NORTHWEST OF THE NORTHWEST BANK OF THE RIVER AND ABOUT 5 FEET
 RY0312'HIGHER THAN THE RIVER AT LOW WATER, 11 FEET SOUTH OF A 11-INCH CEDAR
 RY0312'TREE MARKED BY A TRIANGULAR BLAZE, IN THE TOP OF A LARGE GRANITE
 RY0312'BOULDER MARKED WITH A PAINTED B M.
 RY0312
 RY0312                          STATION RECOVERY (1966)
 RY0312
 RY0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RY0312'MARK NOT FOUND.
 RY0312
 RY0312                          STATION RECOVERY (1980)
 RY0312
 RY0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0312'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0224 ***********************************************************************
 RY0224  DESIGNATION -  A 64
 RY0224  PID         -  RY0224
 RY0224  STATE/COUNTY-  ID/IDAHO
 RY0224  USGS QUAD   -  CAYUSE JUNCTION (1994)
 RY0224
 RY0224                         *CURRENT SURVEY CONTROL
 RY0224  ___________________________________________________________________
 RY0224* NAD 83(1986)-  46 30 32.     (N)    114 47 38.     (W)     SCALED    
 RY0224* NAVD 88     -       992.611  (meters)    3256.59   (feet)  ADJUSTED  
 RY0224  ___________________________________________________________________
 RY0224  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 RY0224  DYNAMIC HT  -         992.397 (meters)    3255.89  (feet)  COMP
 RY0224  MODELED GRAV-     980,367.1   (mgal)                       NAVD 88
 RY0224
 RY0224  VERT ORDER  -  FIRST     CLASS II
 RY0224
 RY0224.The horizontal coordinates were scaled from a topographic map and have
 RY0224.an estimated accuracy of +/- 6 seconds.
 RY0224
 RY0224.The orthometric height was determined by differential leveling
 RY0224.and adjusted by the National Geodetic Survey in June 1991..
 RY0224
 RY0224.The geoid height was determined by GEOID03.
 RY0224
 RY0224.The dynamic height is computed by dividing the NAVD 88
 RY0224.geopotential number by the normal gravity value computed on the
 RY0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0224.degrees latitude (g = 980.6199 gals.).
 RY0224
 RY0224.The modeled gravity was interpolated from observed gravity values.
 RY0224
 RY0224;                    North         East    Units  Estimated Accuracy
 RY0224;SPC ID W     -   538,450.      873,380.      MT  (+/- 180 meters Scaled)
 RY0224
 RY0224                          SUPERSEDED SURVEY CONTROL
 RY0224
 RY0224  NGVD 29 (??/??/92)  991.460  (m)         3252.82   (f) ADJ UNCH    1 2
 RY0224
 RY0224.Superseded values are not recommended for survey control.
 RY0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0224.See file dsdata.txt to determine how the superseded data were derived.
 RY0224
 RY0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM692529(NAD 83)
 RY0224_MARKER: DB = BENCH MARK DISK
 RY0224_SETTING: 0 = UNSPECIFIED SETTING
 RY0224_STAMPING: A 64 1950
 RY0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0224
 RY0224  HISTORY     - Date     Condition        Report By
 RY0224  HISTORY     - 1950     MONUMENTED       CGS
 RY0224  HISTORY     - 1966     MARK NOT FOUND   USGS
 RY0224  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0224
 RY0224                          STATION DESCRIPTION
 RY0224
 RY0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0224'5.7 MI W FROM POWELL RANGER STATION.
 RY0224'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0224'STATION, THENCE 4.8 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0224'ABOUT 110 YARDS SOUTHEAST OF AND ACROSS THE RIVER FROM THE EAST END OF
 RY0224'A 48-INCH CORRUGATED METAL PIPE CULVERT OVER COLD STORAGE CREEK, ABOUT
 RY0224'140 FEET EAST OF AND ACROSS THE RIVER FROM THE CENTER LINE OF THE
 RY0224'HIGHWAY, 42 FEET NORTH OF A 24-INCH FIR TREE, ABOUT 5 FEET LOWER THAN
 RY0224'THE HIGHWAY, AND MARKED BY A PAINTED B M.
 RY0224
 RY0224                          STATION RECOVERY (1966)
 RY0224
 RY0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RY0224'MARK NOT FOUND.
 RY0224
 RY0224                          STATION RECOVERY (1980)
 RY0224
 RY0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0224'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0200 ***********************************************************************
 NV0200  DESIGNATION -  A 67
 NV0200  PID         -  NV0200
 NV0200  STATE/COUNTY-  ID/TWIN FALLS
 NV0200  USGS QUAD   -  BROWNS BENCH NORTH (1978)
 NV0200
 NV0200                         *CURRENT SURVEY CONTROL
 NV0200  ___________________________________________________________________
 NV0200* NAD 83(1986)-  42 12 36.     (N)    114 48 08.     (W)     SCALED    
 NV0200* NAVD 88     -      1598.232  (meters)    5243.53   (feet)  ADJUSTED  
 NV0200  ___________________________________________________________________
 NV0200  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 NV0200  DYNAMIC HT  -        1597.146 (meters)    5239.97  (feet)  COMP
 NV0200  MODELED GRAV-     979,885.5   (mgal)                       NAVD 88
 NV0200
 NV0200  VERT ORDER  -  SECOND    CLASS 0
 NV0200
 NV0200.The horizontal coordinates were scaled from a topographic map and have
 NV0200.an estimated accuracy of +/- 6 seconds.
 NV0200
 NV0200.The orthometric height was determined by differential leveling
 NV0200.and adjusted by the National Geodetic Survey in June 1991..
 NV0200
 NV0200.The geoid height was determined by GEOID03.
 NV0200
 NV0200.The dynamic height is computed by dividing the NAVD 88
 NV0200.geopotential number by the normal gravity value computed on the
 NV0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0200.degrees latitude (g = 980.6199 gals.).
 NV0200
 NV0200.The modeled gravity was interpolated from observed gravity values.
 NV0200
 NV0200;                    North         East    Units  Estimated Accuracy
 NV0200;SPC ID C     -    60,660.      433,760.      MT  (+/- 180 meters Scaled)
 NV0200
 NV0200                          SUPERSEDED SURVEY CONTROL
 NV0200
 NV0200  NGVD 29 (??/??/92) 1597.123  (m)         5239.89   (f) ADJ UNCH    2 0
 NV0200
 NV0200.Superseded values are not recommended for survey control.
 NV0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0200.See file dsdata.txt to determine how the superseded data were derived.
 NV0200
 NV0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG814754(NAD 83)
 NV0200_MARKER: DB = BENCH MARK DISK
 NV0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0200_STAMPING: A 67 1934
 NV0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0200+STABILITY: SURFACE MOTION
 NV0200
 NV0200  HISTORY     - Date     Condition        Report By
 NV0200  HISTORY     - 1934     MONUMENTED       CGS
 NV0200  HISTORY     - 1974     GOOD             USGS
 NV0200
 NV0200                          STATION DESCRIPTION
 NV0200
 NV0200'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NV0200'11.1 MI W FROM ROGERSON.
 NV0200'11.1 MILES WEST ALONG THE ROAD LEADING TO THREE CREEK FROM THE UNION
 NV0200'PACIFIC RAILWAY STATION AT ROGERSON, TWIN FALLS COUNTY, WEST END OF
 NV0200'SALMON DAM (ON THE PAVED ROAD FROM ROGERSON TO THREE CREEK), 3.6 MI.
 NV0200'WEST OF ALONG THE PAVED ROAD.  ABOUT 500 FEET WEST OF A CULVERT AT A
 NV0200'SMALL DRAIN X-ING.  31 FEET NW OF THE ROAD CENTERLINE. 2 FEET EAST OF
 NV0200'A METAL FENCE POST.  A STANDARD USC AND GS TABLET SET IN A CONCRETE
 NV0200'POST PROJECTING 0.4 FEET.  THE CONCRETE POST IS SO BADLY CRACKED THIS
 NV0200'MARK NEEDS TO BE RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0185 ***********************************************************************
 NV0185  DESIGNATION -  A 68
 NV0185  PID         -  NV0185
 NV0185  STATE/COUNTY-  ID/TWIN FALLS
 NV0185  USGS QUAD   -  BERGER (1979)
 NV0185
 NV0185                         *CURRENT SURVEY CONTROL
 NV0185  ___________________________________________________________________
 NV0185* NAD 83(1986)-  42 26 25.     (N)    114 34 43.     (W)     SCALED    
 NV0185* NAVD 88     -      1316.246  (meters)    4318.38   (feet)  ADJUSTED  
 NV0185  ___________________________________________________________________
 NV0185  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 NV0185  DYNAMIC HT  -        1315.477 (meters)    4315.86  (feet)  COMP
 NV0185  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 NV0185
 NV0185  VERT ORDER  -  SECOND    CLASS 0
 NV0185
 NV0185.The horizontal coordinates were scaled from a topographic map and have
 NV0185.an estimated accuracy of +/- 6 seconds.
 NV0185
 NV0185.The orthometric height was determined by differential leveling
 NV0185.and adjusted by the National Geodetic Survey in June 1991..
 NV0185
 NV0185.The geoid height was determined by GEOID03.
 NV0185
 NV0185.The dynamic height is computed by dividing the NAVD 88
 NV0185.geopotential number by the normal gravity value computed on the
 NV0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0185.degrees latitude (g = 980.6199 gals.).
 NV0185
 NV0185.The modeled gravity was interpolated from observed gravity values.
 NV0185
 NV0185;                    North         East    Units  Estimated Accuracy
 NV0185;SPC ID C     -    86,090.      452,400.      MT  (+/- 180 meters Scaled)
 NV0185
 NV0185                          SUPERSEDED SURVEY CONTROL
 NV0185
 NV0185  NGVD 29 (??/??/92) 1315.282  (m)         4315.22   (f) ADJ UNCH    2 0
 NV0185
 NV0185.Superseded values are not recommended for survey control.
 NV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0185.See file dsdata.txt to determine how the superseded data were derived.
 NV0185
 NV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH991015(NAD 83)
 NV0185_MARKER: DB = BENCH MARK DISK
 NV0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0185_STAMPING: A 68 1934
 NV0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0185+STABILITY: SURFACE MOTION
 NV0185
 NV0185  HISTORY     - Date     Condition        Report By
 NV0185  HISTORY     - 1934     MONUMENTED       CGS
 NV0185  HISTORY     - 1979     MARK NOT FOUND   USGS
 NV0185
 NV0185                          STATION DESCRIPTION
 NV0185
 NV0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0185'13.0 MI S FROM TWIN FALLS.
 NV0185'13.0 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD (UNION PACIFIC)
 NV0185'FROM THE STATION AT TWIN FALLS, TWIN FALLS COUNTY, 145 FEET SOUTHEAST
 NV0185'OF MILEPOST 13, 49 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1
 NV0185'FOOT SOUTH OF A FENCE LINE.  A STANDARD DISK, STAMPED A 68 1934 AND
 NV0185'SET IN THE TOP OF A CONCRETE POST.
 NV0185
 NV0185                          STATION RECOVERY (1979)
 NV0185
 NV0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NV0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1299 ***********************************************************************
 NU1299  DESIGNATION -  A 69
 NU1299  PID         -  NU1299
 NU1299  STATE/COUNTY-  ID/CASSIA
 NU1299  USGS QUAD   -  BURLEY SE (1978)
 NU1299
 NU1299                         *CURRENT SURVEY CONTROL
 NU1299  ___________________________________________________________________
 NU1299* NAD 83(1986)-  42 32 00.     (N)    113 51 11.     (W)     SCALED    
 NU1299* NAVD 88     -      1269.370  (meters)    4164.59   (feet)  ADJUSTED  
 NU1299  ___________________________________________________________________
 NU1299  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 NU1299  DYNAMIC HT  -        1268.650 (meters)    4162.23  (feet)  COMP
 NU1299  MODELED GRAV-     980,009.4   (mgal)                       NAVD 88
 NU1299
 NU1299  VERT ORDER  -  FIRST     CLASS II
 NU1299
 NU1299.The horizontal coordinates were scaled from a topographic map and have
 NU1299.an estimated accuracy of +/- 6 seconds.
 NU1299
 NU1299.The orthometric height was determined by differential leveling
 NU1299.and adjusted by the National Geodetic Survey in June 1991..
 NU1299
 NU1299.The geoid height was determined by GEOID03.
 NU1299
 NU1299.The dynamic height is computed by dividing the NAVD 88
 NU1299.geopotential number by the normal gravity value computed on the
 NU1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1299.degrees latitude (g = 980.6199 gals.).
 NU1299
 NU1299.The modeled gravity was interpolated from observed gravity values.
 NU1299
 NU1299;                    North         East    Units  Estimated Accuracy
 NU1299;SPC ID C     -    96,270.      512,070.      MT  (+/- 180 meters Scaled)
 NU1299
 NU1299                          SUPERSEDED SURVEY CONTROL
 NU1299
 NU1299  NGVD 29 (??/??/92) 1268.406  (m)         4161.43   (f) ADJ UNCH    1 2
 NU1299
 NU1299.Superseded values are not recommended for survey control.
 NU1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1299.See file dsdata.txt to determine how the superseded data were derived.
 NU1299
 NU1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN656129(NAD 83)
 NU1299_MARKER: DB = BENCH MARK DISK
 NU1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1299_STAMPING: A 69 1934
 NU1299_MARK LOGO: CGS   
 NU1299_PROJECTION: FLUSH
 NU1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1299+STABILITY: SURFACE MOTION
 NU1299
 NU1299  HISTORY     - Date     Condition        Report By
 NU1299  HISTORY     - 1934     MONUMENTED       CGS
 NU1299  HISTORY     - 1983     GOOD             NGS
 NU1299
 NU1299                          STATION DESCRIPTION
 NU1299
 NU1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU1299'3.1 MI W FROM BURLEY.
 NU1299'3.1 MILES WEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 NU1299'AT BURLEY, 790 FEET EAST OF MILEPOST 25, 60 FEET WEST OF A
 NU1299'NORTH-AND-SOUTH SECTION ROAD, 54 FEET SOUTH OF THE CENTERLINE OF THE
 NU1299'TRACK, AND 46 FEET NORTH OF A FENCE.  SET IN THE TOP OF A CONCRETE
 NU1299'POST.
 NU1299
 NU1299                          STATION RECOVERY (1983)
 NU1299
 NU1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1299'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.0 KM
 NU1299'(3.1 MI) WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF STATE
 NU1299'HIGHWAY 27 AT BURLEY, IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 NU1299'300 WEST ROAD, 26.3 METERS (86.5 FT) NORTH OF THE HIGHWAY CENTERLINE,
 NU1299'15.5 METERS (51 FT) SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC
 NU1299'RAILROAD AND 17.0 METERS (56 FT) WEST OF THE CENTER OF THE ROAD.
 NU1299'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NU1299'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0613 ***********************************************************************
 NV0613  DESIGNATION -  A 70
 NV0613  PID         -  NV0613
 NV0613  STATE/COUNTY-  ID/OWYHEE
 NV0613  USGS QUAD   -  THREE CREEK (1979)
 NV0613
 NV0613                         *CURRENT SURVEY CONTROL
 NV0613  ___________________________________________________________________
 NV0613* NAD 83(1986)-  42 04 32.     (N)    115 11 45.     (W)     SCALED    
 NV0613* NAVD 88     -      1679.159  (meters)    5509.04   (feet)  ADJUSTED  
 NV0613  ___________________________________________________________________
 NV0613  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 NV0613  DYNAMIC HT  -        1677.962 (meters)    5505.11  (feet)  COMP
 NV0613  MODELED GRAV-     979,850.1   (mgal)                       NAVD 88
 NV0613
 NV0613  VERT ORDER  -  SECOND    CLASS 0
 NV0613
 NV0613.The horizontal coordinates were scaled from a topographic map and have
 NV0613.an estimated accuracy of +/- 6 seconds.
 NV0613
 NV0613.The orthometric height was determined by differential leveling
 NV0613.and adjusted by the National Geodetic Survey in June 1991..
 NV0613
 NV0613.The geoid height was determined by GEOID03.
 NV0613
 NV0613.The dynamic height is computed by dividing the NAVD 88
 NV0613.geopotential number by the normal gravity value computed on the
 NV0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0613.degrees latitude (g = 980.6199 gals.).
 NV0613
 NV0613.The modeled gravity was interpolated from observed gravity values.
 NV0613
 NV0613;                    North         East    Units  Estimated Accuracy
 NV0613;SPC ID W     -    45,560.      845,860.      MT  (+/- 180 meters Scaled)
 NV0613
 NV0613                          SUPERSEDED SURVEY CONTROL
 NV0613
 NV0613  NGVD 29 (??/??/92) 1678.026  (m)         5505.32   (f) ADJ UNCH    2 0
 NV0613
 NV0613.Superseded values are not recommended for survey control.
 NV0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0613.See file dsdata.txt to determine how the superseded data were derived.
 NV0613
 NV0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG492597(NAD 83)
 NV0613_MARKER: DB = BENCH MARK DISK
 NV0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0613_STAMPING: A 70 1934
 NV0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0613+STABILITY: SURFACE MOTION
 NV0613
 NV0613  HISTORY     - Date     Condition        Report By
 NV0613  HISTORY     - 1934     MONUMENTED       CGS
 NV0613  HISTORY     - 1947     GOOD             NGS
 NV0613  HISTORY     - 1974     GOOD             USGS
 NV0613
 NV0613                          STATION DESCRIPTION
 NV0613
 NV0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NV0613'2.7 MI SW FROM THREE CREEK.
 NV0613'2.7 MILES SOUTHWEST ALONG THE ROAD LEADING TO JARBRIDGE, NEVADA, FROM
 NV0613'THE POST OFFICE AT THREE CREEK, OWYHEE COUNTY, 40 FEET NORTH OF THE
 NV0613'CENTERLINE OF THE ROAD, 22 FEET EAST OF THE CENTERLINE OF AN ABANDONED
 NV0613'ROAD LEADING NORTH OF A FENCE CORNER, AND 2 FEET WEST OF A FENCE. A
 NV0613'STANDARD DISK, STAMPED A 70 1934 AND SET IN THE TOP OF A CONCRETE POST
 NV0613'PROJECTING 10 INCHES ABOVE GROUND.
 NV0613
 NV0613                          STATION RECOVERY (1974)
 NV0613
 NV0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0613'THREE CREEK, (CREEK AT HIGHWAY CROSSING). WEST ON HIGHWAY 2.1 MILES.
 NV0613'38 FT. NORTH OF CENTER-LINE OF HIGHWAY. 12 FT. WEST OF A FENCE SOUTH
 NV0613'(SOUTH OF HIGHWAY). 2 FT. WEST OF A FENCE CORNER. 0.8 FT HIGHER THAN
 NV0613'HIGHWAY. A STANDARD DISK STAMPED A 70 1934 AND SET IN THE TOP OF A
 NV0613'CONCRETE POST PROJECTING 0.2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0680 ***********************************************************************
 NV0680  DESIGNATION -  A 71
 NV0680  PID         -  NV0680
 NV0680  STATE/COUNTY-  ID/OWYHEE
 NV0680  USGS QUAD   -  WINTER CAMP (1980)
 NV0680
 NV0680                         *CURRENT SURVEY CONTROL
 NV0680  ___________________________________________________________________
 NV0680* NAD 83(1986)-  42 37 14.     (N)    115 32 27.     (W)     SCALED    
 NV0680* NAVD 88     -      1283.513  (meters)    4210.99   (feet)  ADJUSTED  
 NV0680  ___________________________________________________________________
 NV0680  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 NV0680  DYNAMIC HT  -        1282.810 (meters)    4208.69  (feet)  COMP
 NV0680  MODELED GRAV-     980,028.4   (mgal)                       NAVD 88
 NV0680
 NV0680  VERT ORDER  -  SECOND    CLASS 0
 NV0680
 NV0680.The horizontal coordinates were scaled from a topographic map and have
 NV0680.an estimated accuracy of +/- 6 seconds.
 NV0680
 NV0680.The orthometric height was determined by differential leveling
 NV0680.and adjusted by the National Geodetic Survey in June 1991..
 NV0680
 NV0680.The geoid height was determined by GEOID03.
 NV0680
 NV0680.The dynamic height is computed by dividing the NAVD 88
 NV0680.geopotential number by the normal gravity value computed on the
 NV0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0680.degrees latitude (g = 980.6199 gals.).
 NV0680
 NV0680.The modeled gravity was interpolated from observed gravity values.
 NV0680
 NV0680;                    North         East    Units  Estimated Accuracy
 NV0680;SPC ID W     -   105,970.      817,160.      MT  (+/- 180 meters Scaled)
 NV0680
 NV0680                          SUPERSEDED SURVEY CONTROL
 NV0680
 NV0680  NGVD 29 (??/??/92) 1282.556  (m)         4207.85   (f) ADJ UNCH    2 0
 NV0680
 NV0680.Superseded values are not recommended for survey control.
 NV0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0680.See file dsdata.txt to determine how the superseded data were derived.
 NV0680
 NV0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH196197(NAD 83)
 NV0680_MARKER: DB = BENCH MARK DISK
 NV0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0680_STAMPING: A 71 1934
 NV0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0680+STABILITY: SURFACE MOTION
 NV0680
 NV0680  HISTORY     - Date     Condition        Report By
 NV0680  HISTORY     - 1934     MONUMENTED       CGS
 NV0680  HISTORY     - 1974     GOOD             USGS
 NV0680
 NV0680                          STATION DESCRIPTION
 NV0680
 NV0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0680'16.5 MI SE FROM HOT SPRINGS.
 NV0680'ABOUT 16.5 MILES SOUTHEAST ALONG THE ROAD TO THREE CREEK FROM THE POST
 NV0680'OFFICE AT HOT SPRINGS, OWYHEE COUNTY, ABOUT 60 FEET SOUTHEAST OF A
 NV0680'SMALL EAST-AND-WEST DRY WASH, AND 45 FEET SOUTHWEST OF THE CENTER LINE
 NV0680'OF THE ROAD.  A STANDARD DISK, STAMPED A 71 1934 AND SET IN THE TOP OF
 NV0680'A CONCRETE POST.
 NV0680
 NV0680                          STATION RECOVERY (1974)
 NV0680
 NV0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0680'ABOUT 1/4 MILE NE ALONG STATE HWY 51 FOR THE CENTER OF BRUNEAU,
 NV0680'IDAHO, TO JUNCTION WITH ROAD LEADING SE UP BRUNEAU CANYON AND TOWARD
 NV0680'THREE CREEK, THEN SE FOR 7.6 MILES TO A ROAD Y AT END OF PAVEMENT,
 NV0680'THEN STRAIGHT AHEAD (SE) ALONG MAIN ROAD FOR 5.5 MILES TO A ROAD Y,
 NV0680'THEN STRAIGHT AHEAD FOR 10.0 MILES TO BM ON RIGHT. ABOUT 0.4 MILE SE
 NV0680'OF A SHARP BEND IN THE ROAD, ABOUT 0.45 MILE WSW OF THE NE CORNER OF
 NV0680'SECTION 29/T9S/R8E, 63 FT WEST OF CENTERLINE ROAD AND 110 FEET SW OF
 NV0680'POINT WHERE SMALL DRAIN CROSSES ROAD, SET IN TOP OF 2 FT DIA. ROUNDED
 NV0680'CONC. POST WHICH PROJECTS ABOUT 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0330 ***********************************************************************
 OH0330  DESIGNATION -  A 72
 OH0330  PID         -  OH0330
 OH0330  STATE/COUNTY-  ID/OWYHEE
 OH0330  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0330
 OH0330                         *CURRENT SURVEY CONTROL
 OH0330  ___________________________________________________________________
 OH0330* NAD 83(1986)-  43 03 07.     (N)    116 17 10.     (W)     SCALED    
 OH0330* NAVD 88     -       771.097  (meters)    2529.84   (feet)  ADJUSTED  
 OH0330  ___________________________________________________________________
 OH0330  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 OH0330  DYNAMIC HT  -         770.771 (meters)    2528.77  (feet)  COMP
 OH0330  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 OH0330
 OH0330  VERT ORDER  -  SECOND    CLASS 0
 OH0330
 OH0330.The horizontal coordinates were scaled from a topographic map and have
 OH0330.an estimated accuracy of +/- 6 seconds.
 OH0330
 OH0330.The orthometric height was determined by differential leveling
 OH0330.and adjusted by the National Geodetic Survey in June 1991..
 OH0330
 OH0330.The geoid height was determined by GEOID03.
 OH0330
 OH0330.The dynamic height is computed by dividing the NAVD 88
 OH0330.geopotential number by the normal gravity value computed on the
 OH0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0330.degrees latitude (g = 980.6199 gals.).
 OH0330
 OH0330.The modeled gravity was interpolated from observed gravity values.
 OH0330
 OH0330;                    North         East    Units  Estimated Accuracy
 OH0330;SPC ID W     -   154,010.      756,330.      MT  (+/- 180 meters Scaled)
 OH0330
 OH0330                          SUPERSEDED SURVEY CONTROL
 OH0330
 OH0330  NGVD 29 (??/??/92)  770.179  (m)         2526.83   (f) ADJ UNCH    2 0
 OH0330
 OH0330.Superseded values are not recommended for survey control.
 OH0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0330.See file dsdata.txt to determine how the superseded data were derived.
 OH0330
 OH0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH581668(NAD 83)
 OH0330_MARKER: DB = BENCH MARK DISK
 OH0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0330_STAMPING: A 72 1934
 OH0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0330+STABILITY: SURFACE MOTION
 OH0330
 OH0330  HISTORY     - Date     Condition        Report By
 OH0330  HISTORY     - 1934     MONUMENTED       CGS
 OH0330  HISTORY     - 1962     GOOD             NGS
 OH0330
 OH0330                          STATION DESCRIPTION
 OH0330
 OH0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0330'5.7 MI E FROM OREANA.
 OH0330'5.7 MILES EAST ALONG THE GRAND VIEW-MURPHY HIGHWAY FROM ROBINSONS
 OH0330'STORE AT OREANA, 0.4 MILE SOUTHEAST OF A CONCRETE BRIDGE OVER CASTLE
 OH0330'CREEK, 52 FEET NORTHEAST OF THE CENTER OF THE GRAND VIEW-MURPHY
 OH0330'HIGHWAY AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK PROJECTS 3
 OH0330'INCHES.  NOTE-- THES MARK MAY ALSO BE REACHED FROM THE POST OFFICE IN
 OH0330'GRAND VIEW BY GOING NORTHWEST ON THE GRAND VIEW-MURPHY HIGHWAY FOR
 OH0330'12.2 MILES TO THE BENCH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0511 ***********************************************************************
 NV0511  DESIGNATION -  A 73
 NV0511  PID         -  NV0511
 NV0511  STATE/COUNTY-  ID/ELMORE
 NV0511  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0511
 NV0511                         *CURRENT SURVEY CONTROL
 NV0511  ___________________________________________________________________
 NV0511* NAD 83(1986)-  42 55 37.     (N)    115 08 02.     (W)     SCALED    
 NV0511* NAVD 88     -       890.697  (meters)    2922.23   (feet)  ADJUSTED  
 NV0511  ___________________________________________________________________
 NV0511  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 NV0511  DYNAMIC HT  -         890.318 (meters)    2920.99  (feet)  COMP
 NV0511  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 NV0511
 NV0511  VERT ORDER  -  FIRST     CLASS II
 NV0511
 NV0511.The horizontal coordinates were scaled from a topographic map and have
 NV0511.an estimated accuracy of +/- 6 seconds.
 NV0511
 NV0511.The orthometric height was determined by differential leveling
 NV0511.and adjusted by the National Geodetic Survey in June 1991..
 NV0511
 NV0511.The geoid height was determined by GEOID03.
 NV0511
 NV0511.The dynamic height is computed by dividing the NAVD 88
 NV0511.geopotential number by the normal gravity value computed on the
 NV0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0511.degrees latitude (g = 980.6199 gals.).
 NV0511
 NV0511.The modeled gravity was interpolated from observed gravity values.
 NV0511
 NV0511;                    North         East    Units  Estimated Accuracy
 NV0511;SPC ID W     -   140,170.      850,290.      MT  (+/- 180 meters Scaled)
 NV0511
 NV0511                          SUPERSEDED SURVEY CONTROL
 NV0511
 NV0511  NGVD 29 (??/??/92)  889.912  (m)         2919.65   (f) ADJ UNCH    1 2
 NV0511
 NV0511.Superseded values are not recommended for survey control.
 NV0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0511.See file dsdata.txt to determine how the superseded data were derived.
 NV0511
 NV0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH522543(NAD 83)
 NV0511_MARKER: DB = BENCH MARK DISK
 NV0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0511_STAMPING: A 73 1934
 NV0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0511+STABILITY: SURFACE MOTION
 NV0511
 NV0511  HISTORY     - Date     Condition        Report By
 NV0511  HISTORY     - 1934     MONUMENTED       CGS
 NV0511  HISTORY     - 1944     GOOD             NGS
 NV0511  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0511
 NV0511                          STATION DESCRIPTION
 NV0511
 NV0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NV0511'7.0 MI SE FROM KING HILL.
 NV0511'7.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0511'AT KING HILL, 215 FEET NORTHEAST OF MILEPOST 360, 102 FEET NORTH OF
 NV0511'THE CENTER LINE OF THE NORTH TRACK, AND 1 FOOT NORTH OF A FENCE. SET
 NV0511'IN THE TOP OF A CONCRETE POST.
 NV0511
 NV0511                          STATION RECOVERY (1983)
 NV0511
 NV0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0379 ***********************************************************************
 OH0379  DESIGNATION -  A 74
 OH0379  PID         -  OH0379
 OH0379  STATE/COUNTY-  ID/CANYON
 OH0379  USGS QUAD   -  MELBA (1992)
 OH0379
 OH0379                         *CURRENT SURVEY CONTROL
 OH0379  ___________________________________________________________________
 OH0379* NAD 83(1986)-  43 24 04.     (N)    116 32 31.     (W)     SCALED    
 OH0379* NAVD 88     -       815.803  (meters)    2676.51   (feet)  ADJUSTED  
 OH0379  ___________________________________________________________________
 OH0379  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 OH0379  DYNAMIC HT  -         815.498 (meters)    2675.51  (feet)  COMP
 OH0379  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 OH0379
 OH0379  VERT ORDER  -  SECOND    CLASS 0
 OH0379
 OH0379.The horizontal coordinates were scaled from a topographic map and have
 OH0379.an estimated accuracy of +/- 6 seconds.
 OH0379
 OH0379.The orthometric height was determined by differential leveling
 OH0379.and adjusted by the National Geodetic Survey in June 1991..
 OH0379
 OH0379.The geoid height was determined by GEOID03.
 OH0379
 OH0379.The dynamic height is computed by dividing the NAVD 88
 OH0379.geopotential number by the normal gravity value computed on the
 OH0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0379.degrees latitude (g = 980.6199 gals.).
 OH0379
 OH0379.The modeled gravity was interpolated from observed gravity values.
 OH0379
 OH0379;                    North         East    Units  Estimated Accuracy
 OH0379;SPC ID W     -   192,960.      735,850.      MT  (+/- 180 meters Scaled)
 OH0379
 OH0379                          SUPERSEDED SURVEY CONTROL
 OH0379
 OH0379  NGVD 29 (??/??/92)  814.864  (m)         2673.43   (f) ADJ UNCH    2 0
 OH0379
 OH0379.Superseded values are not recommended for survey control.
 OH0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0379.See file dsdata.txt to determine how the superseded data were derived.
 OH0379
 OH0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ370054(NAD 83)
 OH0379_MARKER: DB = BENCH MARK DISK
 OH0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0379_STAMPING: A 74 1934
 OH0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0379+STABILITY: SURFACE MOTION
 OH0379
 OH0379  HISTORY     - Date     Condition        Report By
 OH0379  HISTORY     - 1934     MONUMENTED       CGS
 OH0379  HISTORY     - 1965     GOOD             NGS
 OH0379
 OH0379                          STATION DESCRIPTION
 OH0379
 OH0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 OH0379'1.7 MI N FROM MELBA.
 OH0379'12.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OH0379'NAMPA, 1.7 MILES NORTH OF MELBA, 68 FEET EAST OF AN IRRIGATION CANAL,
 OH0379'54 FEET WEST OF THE NEAREST RAIL OF THE RAILROAD, 23 FEET SOUTH OF THE
 OH0379'CENTER OF MCELROY ROAD, 5 FEET WEST OF A POWER POLE, 2 FEET NORTH OF A
 OH0379'FENCE AND 0.5 FOOT EAST OF A METAL WITNESS POST.  IN THE TOP OF A
 OH0379'ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0821 ***********************************************************************
 NU0821  DESIGNATION -  A 75
 NU0821  PID         -  NU0821
 NU0821  STATE/COUNTY-  ID/BLAINE
 NU0821  USGS QUAD   -  BEAR TRAP CAVE (1972)
 NU0821
 NU0821                         *CURRENT SURVEY CONTROL
 NU0821  ___________________________________________________________________
 NU0821* NAD 83(1986)-  42 57 33.     (N)    113 21 52.     (W)     SCALED    
 NU0821* NAVD 88     -      1435.181  (meters)    4708.59   (feet)  ADJUSTED  
 NU0821  ___________________________________________________________________
 NU0821  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 NU0821  DYNAMIC HT  -        1434.381 (meters)    4705.97  (feet)  COMP
 NU0821  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 NU0821
 NU0821  VERT ORDER  -  SECOND    CLASS 0
 NU0821
 NU0821.The horizontal coordinates were scaled from a topographic map and have
 NU0821.an estimated accuracy of +/- 6 seconds.
 NU0821
 NU0821.The orthometric height was determined by differential leveling
 NU0821.and adjusted by the National Geodetic Survey in June 1991..
 NU0821
 NU0821.The geoid height was determined by GEOID03.
 NU0821
 NU0821.The dynamic height is computed by dividing the NAVD 88
 NU0821.geopotential number by the normal gravity value computed on the
 NU0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0821.degrees latitude (g = 980.6199 gals.).
 NU0821
 NU0821.The modeled gravity was interpolated from observed gravity values.
 NU0821
 NU0821;                    North         East    Units  Estimated Accuracy
 NU0821;SPC ID C     -   143,760.      551,860.      MT  (+/- 180 meters Scaled)
 NU0821
 NU0821                          SUPERSEDED SURVEY CONTROL
 NU0821
 NU0821  NGVD 29 (??/??/92) 1434.176  (m)         4705.29   (f) ADJ UNCH    2 0
 NU0821
 NU0821.Superseded values are not recommended for survey control.
 NU0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0821.See file dsdata.txt to determine how the superseded data were derived.
 NU0821
 NU0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN071589(NAD 83)
 NU0821_MARKER: DB = BENCH MARK DISK
 NU0821_SETTING: 66 = SET IN ROCK OUTCROP
 NU0821_SP_SET: BEDROCK
 NU0821_STAMPING: A 75 1958
 NU0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0821+STABILITY: POSITION/ELEVATION WELL
 NU0821
 NU0821  HISTORY     - Date     Condition        Report By
 NU0821  HISTORY     - 1958     MONUMENTED       CGS
 NU0821
 NU0821                          STATION DESCRIPTION
 NU0821
 NU0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0821'17.55 MI NE FROM MINIDOKA.
 NU0821'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0821'MINIDOKA, THENCE 5.2 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 NU0821'THENCE 12.15 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD, IN THE TOP
 NU0821'OF LAVA BEDROCK, 88 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 NU0821'ROAD, 53 FEET WEST-NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 NU0821'ROAD, AND ABOUT 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0090 ***********************************************************************
 NV0090  DESIGNATION -  A 76
 NV0090  PID         -  NV0090
 NV0090  STATE/COUNTY-  ID/CASSIA
 NV0090  USGS QUAD   -  MILNER (1992)
 NV0090
 NV0090                         *CURRENT SURVEY CONTROL
 NV0090  ___________________________________________________________________
 NV0090* NAD 83(1986)-  42 30 21.     (N)    114 01 47.     (W)     SCALED    
 NV0090* NAVD 88     -      1294.913  (meters)    4248.39   (feet)  ADJUSTED  
 NV0090  ___________________________________________________________________
 NV0090  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 NV0090  DYNAMIC HT  -        1294.182 (meters)    4246.00  (feet)  COMP
 NV0090  MODELED GRAV-     980,011.3   (mgal)                       NAVD 88
 NV0090
 NV0090  VERT ORDER  -  FIRST     CLASS II
 NV0090
 NV0090.The horizontal coordinates were scaled from a topographic map and have
 NV0090.an estimated accuracy of +/- 6 seconds.
 NV0090
 NV0090.The orthometric height was determined by differential leveling
 NV0090.and adjusted by the National Geodetic Survey in June 1991..
 NV0090.WARNING-Repeat measurements at this control monument indicate possible
 NV0090.vertical movement.
 NV0090
 NV0090.The geoid height was determined by GEOID03.
 NV0090
 NV0090.The dynamic height is computed by dividing the NAVD 88
 NV0090.geopotential number by the normal gravity value computed on the
 NV0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0090.degrees latitude (g = 980.6199 gals.).
 NV0090
 NV0090.The modeled gravity was interpolated from observed gravity values.
 NV0090
 NV0090;                    North         East    Units  Estimated Accuracy
 NV0090;SPC ID C     -    93,210.      497,560.      MT  (+/- 180 meters Scaled)
 NV0090
 NV0090                          SUPERSEDED SURVEY CONTROL
 NV0090
 NV0090  NGVD 29 (??/??/92) 1293.994  (m)         4245.38   (f) ADJ UNCH    1 2
 NV0090
 NV0090.Superseded values are not recommended for survey control.
 NV0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0090.See file dsdata.txt to determine how the superseded data were derived.
 NV0090
 NV0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH440102(NAD 83)
 NV0090_MARKER: DB = BENCH MARK DISK
 NV0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0090_SP_SET: CULVERT
 NV0090_STAMPING: A 76 1958
 NV0090_MARK LOGO: CGS   
 NV0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0090
 NV0090  HISTORY     - Date     Condition        Report By
 NV0090  HISTORY     - 1958     MONUMENTED       CGS
 NV0090  HISTORY     - 1960     GOOD             NGS
 NV0090  HISTORY     - 1983     GOOD             NGS
 NV0090
 NV0090                          STATION DESCRIPTION
 NV0090
 NV0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0090'1.2 MI S FROM MILNER.
 NV0090'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE MILNER BEAN
 NV0090'GROWERS WAREHOUSE AT MILNER, THENCE 0.8 MILE SOUTH ALONG AN ASPHALT
 NV0090'ROAD, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A
 NV0090'CONCRETE BOX CULVERT OVER A LARGE IRRIGATION CANAL, 10 FEET EAST OF
 NV0090'THE CENTER LINE OF THE ROAD, 75 FEET NORTH OF THE CENTER LINE OF AN
 NV0090'EAST-WEST GRAVEL DRIVE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 NV0090
 NV0090                          STATION RECOVERY (1960)
 NV0090
 NV0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NV0090'RECOVERED IN GOOD CONDITION.
 NV0090
 NV0090                          STATION RECOVERY (1983)
 NV0090
 NV0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0090'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.35 KM
 NV0090'(5.85 MI) WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF STATE
 NV0090'HIGHWAY 27 AT BURLEY, THENCE 12.15 KM (7.6 MI) WEST ALONG MILNER ROAD,
 NV0090'THENCE 1.25 KM (0.8 MI) SOUTH ALONG A PAVED ROAD, IN TOP OF AND
 NV0090'0.9 METER (3 FT) NORTH OF THE SOUTH END OF THE EAST HEADWALL FOR A
 NV0090'CANAL BOX CULVERT, 3.0 METERS (10 FT) EAST OF THE CENTER OF THE ROAD.
 NV0090'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0088 ***********************************************************************
 NV0088  DESIGNATION -  A 77
 NV0088  PID         -  NV0088
 NV0088  STATE/COUNTY-  ID/TWIN FALLS
 NV0088  USGS QUAD   -  KIMBERLY (1992)
 NV0088
 NV0088                         *CURRENT SURVEY CONTROL
 NV0088  ___________________________________________________________________
 NV0088* NAD 83(1986)-  42 31 34.     (N)    114 18 21.     (W)     SCALED    
 NV0088* NAVD 88     -      1229.349  (meters)    4033.29   (feet)  ADJUSTED  
 NV0088  ___________________________________________________________________
 NV0088  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 NV0088  DYNAMIC HT  -        1228.667 (meters)    4031.05  (feet)  COMP
 NV0088  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 NV0088
 NV0088  VERT ORDER  -  FIRST     CLASS II
 NV0088
 NV0088.The horizontal coordinates were scaled from a topographic map and have
 NV0088.an estimated accuracy of +/- 6 seconds.
 NV0088
 NV0088.The orthometric height was determined by differential leveling
 NV0088.and adjusted by the National Geodetic Survey in June 1991..
 NV0088
 NV0088.The geoid height was determined by GEOID03.
 NV0088
 NV0088.The dynamic height is computed by dividing the NAVD 88
 NV0088.geopotential number by the normal gravity value computed on the
 NV0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0088.degrees latitude (g = 980.6199 gals.).
 NV0088
 NV0088.The modeled gravity was interpolated from observed gravity values.
 NV0088
 NV0088;                    North         East    Units  Estimated Accuracy
 NV0088;SPC ID C     -    95,500.      474,870.      MT  (+/- 180 meters Scaled)
 NV0088
 NV0088                          SUPERSEDED SURVEY CONTROL
 NV0088
 NV0088  NGVD 29 (??/??/92) 1228.413  (m)         4030.22   (f) ADJ UNCH    1 2
 NV0088
 NV0088.Superseded values are not recommended for survey control.
 NV0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0088.See file dsdata.txt to determine how the superseded data were derived.
 NV0088
 NV0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH212117(NAD 83)
 NV0088_MARKER: DB = BENCH MARK DISK
 NV0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0088_SP_SET: CULVERT
 NV0088_STAMPING: A 77 1958
 NV0088_MARK LOGO: CGS   
 NV0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0088
 NV0088  HISTORY     - Date     Condition        Report By
 NV0088  HISTORY     - 1958     MONUMENTED       CGS
 NV0088  HISTORY     - 1983     POOR             NGS
 NV0088  HISTORY     - 20050503 POOR             GEOCAC
 NV0088
 NV0088                          STATION DESCRIPTION
 NV0088
 NV0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0088'0.5 MI S FROM HANSEN.
 NV0088'0.5 MILE SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 NV0088'30 AT HANSEN, 34 FEET NORTHWEST OF THE CENTER OF THE T JUNCTION OF A
 NV0088'DIRT ROAD WEST, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD
 NV0088'WALL OF A 24-INCH PIPE CULVERT UNDER ROCK CREEK ROAD, 30 FEET WEST OF
 NV0088'THE CENTER LINE OF ROCK CREEK ROAD, 14 FEET NORTH OF THE CENTER LINE
 NV0088'OF THE DIRT ROAD, AND ABOUT 1 1/2 FEET HIGHER THAN ROCK CREEK ROAD.
 NV0088
 NV0088                          STATION RECOVERY (1983)
 NV0088
 NV0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0088'RECOVERED IN POOR CONDITION.  MARK IS SET IN AN EXTREMELY SUBSTANDARD
 NV0088'STRUCTURE AND ITS ELEVATION SHOULD BE USED WITH CAUTION.
 NV0088
 NV0088                          STATION RECOVERY (2005)
 NV0088
 NV0088'RECOVERY NOTE BY GEOCACHING 2005 (MAC)
 NV0088'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0398 ***********************************************************************
 OY0398  DESIGNATION -  A 78
 OY0398  PID         -  OY0398
 OY0398  STATE/COUNTY-  ID/BINGHAM
 OY0398  USGS QUAD   -  OLSEN (1973)
 OY0398
 OY0398                         *CURRENT SURVEY CONTROL
 OY0398  ___________________________________________________________________
 OY0398* NAD 83(1986)-  43 15 18.     (N)    112 32 43.     (W)     SCALED    
 OY0398* NAVD 88     -      1381.773  (meters)    4533.37   (feet)  ADJUSTED  
 OY0398  ___________________________________________________________________
 OY0398  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 OY0398  DYNAMIC HT  -        1381.048 (meters)    4530.99  (feet)  COMP
 OY0398  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 OY0398
 OY0398  VERT ORDER  -  FIRST     CLASS II
 OY0398
 OY0398.The horizontal coordinates were scaled from a topographic map and have
 OY0398.an estimated accuracy of +/- 6 seconds.
 OY0398
 OY0398.The orthometric height was determined by differential leveling
 OY0398.and adjusted by the National Geodetic Survey in December 1992..
 OY0398
 OY0398.The geoid height was determined by GEOID03.
 OY0398
 OY0398.The dynamic height is computed by dividing the NAVD 88
 OY0398.geopotential number by the normal gravity value computed on the
 OY0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0398.degrees latitude (g = 980.6199 gals.).
 OY0398
 OY0398.The modeled gravity was interpolated from observed gravity values.
 OY0398
 OY0398;                    North         East    Units  Estimated Accuracy
 OY0398;SPC ID E     -   176,500.      169,260.      MT  (+/- 180 meters Scaled)
 OY0398
 OY0398                          SUPERSEDED SURVEY CONTROL
 OY0398
 OY0398  NAVD 88 (06/15/91) 1381.766  (m)         4533.34   (f) UNKNOWN     1 2
 OY0398  NGVD 29 (08/20/92) 1380.753  (m)         4530.02   (f) ADJUSTED    1 2
 OY0398
 OY0398.Superseded values are not recommended for survey control.
 OY0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0398.See file dsdata.txt to determine how the superseded data were derived.
 OY0398
 OY0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN745902(NAD 83)
 OY0398_MARKER: DB = BENCH MARK DISK
 OY0398_SETTING: 66 = SET IN ROCK OUTCROP
 OY0398_SP_SET: BEDROCK
 OY0398_STAMPING: A 78 1958
 OY0398_MARK LOGO: CGS   
 OY0398_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0398+STABILITY: POSITION/ELEVATION WELL
 OY0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0398+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0398
 OY0398  HISTORY     - Date     Condition        Report By
 OY0398  HISTORY     - 1958     MONUMENTED       CGS
 OY0398  HISTORY     - 19920619 GOOD             NGS
 OY0398
 OY0398                          STATION DESCRIPTION
 OY0398
 OY0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0398'11.7 MI NW FROM BLACKFOOT.
 OY0398'11.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0398'AT BLACKFOOT, 14 POLES SOUTHEAST OF MILEPOLE 12, AT THE CENTER OF A
 OY0398'CUT THRU A LAVA RIDGE, IN THE TOP OF THE LAVA LEDGE OF THE CUT, 17.6
 OY0398'FEET NORTHEAST OF THE NORTHEAST RAIL, 53 YARDS WEST OF THE NORTHWEST
 OY0398'ONE OF TWO POWER POLES SUPPORTING THREE TRANSFORMERS, AND 4 1/2 FEET
 OY0398'HIGHER THAN THE TRACK.
 OY0398
 OY0398                          STATION RECOVERY (1992)
 OY0398
 OY0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0398'16.4 KM (10.20 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY0398'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, NEAR THE
 OY0398'NORTHWEST END OF A 15 BY 20-FOOT AREA OF EXPOSED BEDROCK, 34.8 M
 OY0398'(114.2 FT) SOUTHWEST OF THE CENTER OF TABER ROAD, 5.3 M (17.4 FT)
 OY0398'NORTHEAST OF THE NEAR RAIL, 3.8 M (12.5 FT) SOUTH OF A WITNESS POST,
 OY0398'AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0695 ***********************************************************************
 NU0695  DESIGNATION -  A 79
 NU0695  PID         -  NU0695
 NU0695  STATE/COUNTY-  ID/BINGHAM
 NU0695  USGS QUAD   -  ABERDEEN (1971)
 NU0695
 NU0695                         *CURRENT SURVEY CONTROL
 NU0695  ___________________________________________________________________
 NU0695* NAD 83(1986)-  42 56 52.     (N)    112 49 56.     (W)     SCALED    
 NU0695* NAVD 88     -      1341.809  (meters)    4402.25   (feet)  ADJUSTED  
 NU0695  ___________________________________________________________________
 NU0695  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 NU0695  DYNAMIC HT  -        1341.053 (meters)    4399.77  (feet)  COMP
 NU0695  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 NU0695
 NU0695  VERT ORDER  -  SECOND    CLASS 0
 NU0695
 NU0695.The horizontal coordinates were scaled from a topographic map and have
 NU0695.an estimated accuracy of +/- 6 seconds.
 NU0695
 NU0695.The orthometric height was determined by differential leveling
 NU0695.and adjusted by the National Geodetic Survey in June 1991..
 NU0695
 NU0695.The geoid height was determined by GEOID03.
 NU0695
 NU0695.The dynamic height is computed by dividing the NAVD 88
 NU0695.geopotential number by the normal gravity value computed on the
 NU0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0695.degrees latitude (g = 980.6199 gals.).
 NU0695
 NU0695.The modeled gravity was interpolated from observed gravity values.
 NU0695
 NU0695;                    North         East    Units  Estimated Accuracy
 NU0695;SPC ID E     -   142,510.      145,690.      MT  (+/- 180 meters Scaled)
 NU0695
 NU0695                          SUPERSEDED SURVEY CONTROL
 NU0695
 NU0695  NGVD 29 (??/??/92) 1340.775  (m)         4398.86   (f) ADJ UNCH    2 0
 NU0695
 NU0695.Superseded values are not recommended for survey control.
 NU0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0695.See file dsdata.txt to determine how the superseded data were derived.
 NU0695
 NU0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN505566(NAD 83)
 NU0695_MARKER: DB = BENCH MARK DISK
 NU0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0695_STAMPING: A 79 1958
 NU0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0695+STABILITY: SURFACE MOTION
 NU0695
 NU0695  HISTORY     - Date     Condition        Report By
 NU0695  HISTORY     - 1958     MONUMENTED       CGS
 NU0695  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0695
 NU0695                          STATION DESCRIPTION
 NU0695
 NU0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0695'IN ABERDEEN.
 NU0695'AT ABERDEEN, 0.3 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 NU0695'THE STATION, 2 POLES NORTHEAST OF MILEPOLE 28, 45.7 FEET NORTHWEST OF
 NU0695'THE NORTHWEST RAIL OF THE MAIN TRACK, 30.7 FEET NORTHWEST OF THE
 NU0695'NORTHWEST RAIL OF A SIDE TRACK, 159 FEET SOUTHWEST OF THE WEST STEEL
 NU0695'LEG OF A BEET LOADING STATION, 3 1/2 FEET NORTHWEST OF A TELEPHONE
 NU0695'POLE, 2.7 FEET NORTHEAST OF A WITNESS POST, LEVEL WITH THE TRACK, AND
 NU0695'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NU0695'GROUND.
 NU0695
 NU0695                          STATION RECOVERY (1971)
 NU0695
 NU0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0126 ***********************************************************************
 PZ0126  DESIGNATION -  A 8
 PZ0126  PID         -  PZ0126
 PZ0126  STATE/COUNTY-  ID/CLARK
 PZ0126  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0126
 PZ0126                         *CURRENT SURVEY CONTROL
 PZ0126  ___________________________________________________________________
 PZ0126* NAD 83(1986)-  44 17 00.     (N)    112 12 45.     (W)     SCALED    
 PZ0126* NAVD 88     -      1684.122  (meters)    5525.32   (feet)  ADJUSTED  
 PZ0126  ___________________________________________________________________
 PZ0126  GEOID HEIGHT-         -10.48  (meters)                     GEOID03
 PZ0126  DYNAMIC HT  -        1683.263 (meters)    5522.51  (feet)  COMP
 PZ0126  MODELED GRAV-     980,048.4   (mgal)                       NAVD 88
 PZ0126
 PZ0126  VERT ORDER  -  FIRST     CLASS II
 PZ0126
 PZ0126.The horizontal coordinates were scaled from a topographic map and have
 PZ0126.an estimated accuracy of +/- 6 seconds.
 PZ0126
 PZ0126.The orthometric height was determined by differential leveling
 PZ0126.and adjusted by the National Geodetic Survey in June 1991..
 PZ0126.WARNING-Repeat measurements at this control monument indicate possible
 PZ0126.vertical movement.
 PZ0126
 PZ0126.The geoid height was determined by GEOID03.
 PZ0126
 PZ0126.The dynamic height is computed by dividing the NAVD 88
 PZ0126.geopotential number by the normal gravity value computed on the
 PZ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0126.degrees latitude (g = 980.6199 gals.).
 PZ0126
 PZ0126.The modeled gravity was interpolated from observed gravity values.
 PZ0126
 PZ0126;                    North         East    Units  Estimated Accuracy
 PZ0126;SPC ID E     -   290,680.      196,340.      MT  (+/- 180 meters Scaled)
 PZ0126
 PZ0126                          SUPERSEDED SURVEY CONTROL
 PZ0126
 PZ0126  NGVD 29 (??/??/92) 1682.945  (m)         5521.46   (f) ADJ UNCH    1 2
 PZ0126
 PZ0126.Superseded values are not recommended for survey control.
 PZ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0126.See file dsdata.txt to determine how the superseded data were derived.
 PZ0126
 PZ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ032040(NAD 83)
 PZ0126_MARKER: Q = CHISELED SQUARE
 PZ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0126+STABILITY: SURFACE MOTION
 PZ0126
 PZ0126  HISTORY     - Date     Condition        Report By
 PZ0126  HISTORY     - UNK      MONUMENTED       CGS
 PZ0126  HISTORY     - 1967     GOOD             NGS
 PZ0126
 PZ0126                          STATION DESCRIPTION
 PZ0126
 PZ0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0126'7.45 MI N FROM DUBOIS.
 PZ0126'7.45 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0126'AT DUBOIS, 5.8 MILES SOUTH OF SPENCER, 15 POLES SOUTH AND ACROSS THE
 PZ0126'TRACK FROM UNION PACIFIC RAILROAD MILEPOLE 243, 308 FEET EAST OF THE
 PZ0126'CENTER LINE O THE EASDT LANES OF THE HIGHWY, 209.1 FEET EAST OF A
 PZ0126'FENCE, 100.3 FEET WEST OF THE WEST RAIL, 2.5 FEET WEST OF A FENCE, 27
 PZ0126'FEET NORTH OF TELEPHONE POLE 9, 78 FEET NORTH OF THE NORTH END OF A
 PZ0126'STEEL GATE, 1.4 FEET NORTH OF A WITNESS POST, CUT ON THE TOP OF A
 PZ0126'STONE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1054 ***********************************************************************
 NU1054  DESIGNATION -  A 80
 NU1054  PID         -  NU1054
 NU1054  STATE/COUNTY-  ID/CASSIA
 NU1054  USGS QUAD   -  STREVELL (1985)
 NU1054
 NU1054                         *CURRENT SURVEY CONTROL
 NU1054  ___________________________________________________________________
 NU1054* NAD 83(1986)-  42 00 38.     (N)    113 12 28.     (W)     SCALED    
 NU1054* NAVD 88     -      1608.030  (meters)    5275.68   (feet)  ADJUSTED  
 NU1054  ___________________________________________________________________
 NU1054  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 NU1054  DYNAMIC HT  -        1606.923 (meters)    5272.05  (feet)  COMP
 NU1054  MODELED GRAV-     979,876.1   (mgal)                       NAVD 88
 NU1054
 NU1054  VERT ORDER  -  SECOND    CLASS 0
 NU1054
 NU1054.The horizontal coordinates were scaled from a topographic map and have
 NU1054.an estimated accuracy of +/- 6 seconds.
 NU1054
 NU1054.The orthometric height was determined by differential leveling
 NU1054.and adjusted by the National Geodetic Survey in June 1991..
 NU1054
 NU1054.The geoid height was determined by GEOID03.
 NU1054
 NU1054.The dynamic height is computed by dividing the NAVD 88
 NU1054.geopotential number by the normal gravity value computed on the
 NU1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1054.degrees latitude (g = 980.6199 gals.).
 NU1054
 NU1054.The modeled gravity was interpolated from observed gravity values.
 NU1054
 NU1054;                    North         East    Units  Estimated Accuracy
 NU1054;SPC ID C     -    38,500.      565,620.      MT  (+/- 180 meters Scaled)
 NU1054
 NU1054                          SUPERSEDED SURVEY CONTROL
 NU1054
 NU1054  NGVD 29 (??/??/92) 1606.945  (m)         5272.12   (f) ADJ UNCH    2 0
 NU1054
 NU1054.Superseded values are not recommended for survey control.
 NU1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1054.See file dsdata.txt to determine how the superseded data were derived.
 NU1054
 NU1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM171533(NAD 83)
 NU1054_MARKER: DB = BENCH MARK DISK
 NU1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1054_STAMPING: A 80 1934
 NU1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1054+STABILITY: SURFACE MOTION
 NU1054
 NU1054  HISTORY     - Date     Condition        Report By
 NU1054  HISTORY     - 1934     MONUMENTED       CGS
 NU1054  HISTORY     - 1957     MARK NOT FOUND   USGS
 NU1054
 NU1054                          STATION DESCRIPTION
 NU1054
 NU1054'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU1054'IN STREVELL.
 NU1054'AT STREVELL, ON US HIGHWAY 30S, 200 FEET NORTH OF THE AIRWAY STATION,
 NU1054'AT THE JUNCTION OF A T-ROAD LEADING WEST TO OAKLEY, 50 FEET SOUTH OF
 NU1054'THE CENTERLINE OF THE T-ROAD, AND 50 FEET WEST OF THE CENTERLINE OF
 NU1054'THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH
 NU1054'MARK WAS NOT FOUND BUT REMANENTS OF A CONCRETE POST WAS FOUND THAT
 NU1054'FITS THE DESCRIPTION WHICH APPEARS AS IF A GRADER BLADE HAD REMOVED
 NU1054'THE TOP PORTION OF THE POST AND THE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1055 ***********************************************************************
 NU1055  DESIGNATION -  A 81
 NU1055  PID         -  NU1055
 NU1055  STATE/COUNTY-  ID/CASSIA
 NU1055  USGS QUAD   -  STREVELL (1985)
 NU1055
 NU1055                         *CURRENT SURVEY CONTROL
 NU1055  ___________________________________________________________________
 NU1055* NAD 83(1994)-  42 00 37.49223(N)    113 14 57.18618(W)     ADJUSTED  
 NU1055* NAVD 88     -      1599.737  (meters)    5248.47   (feet)  ADJUSTED  
 NU1055  ___________________________________________________________________
 NU1055  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 NU1055  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NU1055  DYNAMIC HT  -        1598.639 (meters)    5244.87  (feet)  COMP
 NU1055  MODELED GRAV-     979,879.0   (mgal)                       NAVD 88
 NU1055
 NU1055  HORZ ORDER  -  THIRD
 NU1055  VERT ORDER  -  SECOND    CLASS 0
 NU1055
 NU1055.The horizontal coordinates were established by classical geodetic methods
 NU1055.and adjusted by the National Geodetic Survey in November 1997..
 NU1055
 NU1055.The orthometric height was determined by differential leveling
 NU1055.and adjusted by the National Geodetic Survey in June 1991..
 NU1055
 NU1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1055
 NU1055.The geoid height was determined by GEOID03.
 NU1055
 NU1055.The dynamic height is computed by dividing the NAVD 88
 NU1055.geopotential number by the normal gravity value computed on the
 NU1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1055.degrees latitude (g = 980.6199 gals.).
 NU1055
 NU1055.The modeled gravity was interpolated from observed gravity values.
 NU1055
 NU1055;                    North         East     Units Scale Factor Converg.
 NU1055;SPC ID C     -    38,450.818   562,189.601   MT  0.99999494   +0 30 09.0
 NU1055;SPC UT N     - 1,187,709.194   355,102.859   MT  1.00004476   -1 09 12.1
 NU1055;UTM  12      - 4,653,379.859   313,750.389   MT  1.00002686   -1 30 20.7
 NU1055
 NU1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1055!SPC ID C     -   0.99975144  x   0.99999494  =   0.99974638
 NU1055!SPC UT N     -   0.99975144  x   1.00004476  =   0.99979619
 NU1055!UTM  12      -   0.99975144  x   1.00002686  =   0.99977830
 NU1055
 NU1055                          SUPERSEDED SURVEY CONTROL
 NU1055
 NU1055  NAD 83(1992)-  42 00 37.48507(N)    113 14 57.17114(W) AD(       ) 3
 NU1055  NAD 83(1986)-  42 00 37.48487(N)    113 14 57.17049(W) AD(       ) 3
 NU1055  NGVD 29 (??/??/92) 1598.652  (m)         5244.91   (f) ADJ UNCH    2 0
 NU1055
 NU1055.Superseded values are not recommended for survey control.
 NU1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1055.See file dsdata.txt to determine how the superseded data were derived.
 NU1055
 NU1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM1375053380(NAD 83)
 NU1055_MARKER: DB = BENCH MARK DISK
 NU1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1055_STAMPING: A 81 1934
 NU1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1055+STABILITY: SURFACE MOTION
 NU1055
 NU1055  HISTORY     - Date     Condition        Report By
 NU1055  HISTORY     - 1934     MONUMENTED       CGS
 NU1055  HISTORY     - 1957     GOOD             USGS
 NU1055  HISTORY     - 1968     GOOD             USGS
 NU1055  HISTORY     - 1968     GOOD             USGS
 NU1055
 NU1055                          STATION DESCRIPTION
 NU1055
 NU1055'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU1055'2.1 MI W FROM STREVELL.
 NU1055'2.1 MILES WEST ALONG THE ROAD LEADING TO OAKLEY FROM THE AIRWAY
 NU1055'STATION AT STREVELL, AND 38 FEET NORTH OF THE CENTER LINE OF THE ROAD.
 NU1055'SET IN THE TOP OF A CONCRETE POST.
 NU1055
 NU1055                          STATION RECOVERY (1968)
 NU1055
 NU1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1055'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY IN IDAHO LEVEL LINE
 NU1055'NO. 16 AS FOLLOWS--
 NU1055'
 NU1055'2.1 MI. W. ALONG THE RD. LEADING TO OAKLEY FROM THE AIRWAY STATION
 NU1055'AT STREVELL, CASSIA COUNTY, AND 38 FT. N. OF THE CENTER OF THE RD.
 NU1055'A STANDARD DISK STAMPED---AA 81 1934--- SET IN THE TOP OF A CONCRETE
 NU1055'POST.
 NU1055'
 NU1055'STATION MARK--STANDARD USC AND GS BM DISK STAMPED---AA 81 1934---
 NU1055'SET IN TOP OF CONCRETE POST FLUSH WITH GROUND.
 NU1055
 NU1055                          STATION RECOVERY (1968)
 NU1055
 NU1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1055'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY IN IDAHO LEVEL LINE NO. 16
 NU1055'AS FOLLOWS
 NU1055'2.1 MI. W. ALONG THE RD. LEADING TO OAKLEY FROM THE AIRWAY STATION AT
 NU1055'STREVELL, CASSIA COUNTY, AND 38 FT. N. OF THE CENTER OF THE RD. A
 NU1055'STANDARD DISK STAMPED---AA 81 1934--- SET IN THE TOP OF A CONCRETE
 NU1055'POST.
 NU1055'STATION MARK--STANDARD USC AND GS BM DISK STAMPED---AA 81 1934---, SET
 NU1055'IN TOP OF CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0385 ***********************************************************************
 NU0385  DESIGNATION -  A 81
 NU0385  PID         -  NU0385
 NU0385  STATE/COUNTY-  ID/ONEIDA
 NU0385  USGS QUAD   -  MALAD CITY WEST (1968)
 NU0385
 NU0385                         *CURRENT SURVEY CONTROL
 NU0385  ___________________________________________________________________
 NU0385* NAD 83(1986)-  42 09 22.     (N)    112 21 29.     (W)     SCALED    
 NU0385* NAVD 88     -      1398.822  (meters)    4589.30   (feet)  ADJUSTED  
 NU0385  ___________________________________________________________________
 NU0385  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 NU0385  DYNAMIC HT  -        1397.909 (meters)    4586.31  (feet)  COMP
 NU0385  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 NU0385
 NU0385  VERT ORDER  -  SECOND    CLASS 0
 NU0385
 NU0385.The horizontal coordinates were scaled from a topographic map and have
 NU0385.an estimated accuracy of +/- 6 seconds.
 NU0385
 NU0385.The orthometric height was determined by differential leveling
 NU0385.and adjusted by the National Geodetic Survey in June 1991..
 NU0385
 NU0385.The geoid height was determined by GEOID03.
 NU0385
 NU0385.The dynamic height is computed by dividing the NAVD 88
 NU0385.geopotential number by the normal gravity value computed on the
 NU0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0385.degrees latitude (g = 980.6199 gals.).
 NU0385
 NU0385.The modeled gravity was interpolated from observed gravity values.
 NU0385
 NU0385;                    North         East    Units  Estimated Accuracy
 NU0385;SPC ID E     -    54,380.      184,180.      MT  (+/- 180 meters Scaled)
 NU0385
 NU0385                          SUPERSEDED SURVEY CONTROL
 NU0385
 NU0385  NGVD 29 (??/??/92) 1397.779  (m)         4585.88   (f) ADJ UNCH    2 0
 NU0385
 NU0385.Superseded values are not recommended for survey control.
 NU0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0385.See file dsdata.txt to determine how the superseded data were derived.
 NU0385
 NU0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM878680(NAD 83)
 NU0385_MARKER: DB = BENCH MARK DISK
 NU0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0385_STAMPING: A 81 1934
 NU0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0385+STABILITY: SURFACE MOTION
 NU0385
 NU0385  HISTORY     - Date     Condition        Report By
 NU0385  HISTORY     - 1934     MONUMENTED       CGS
 NU0385
 NU0385                          STATION DESCRIPTION
 NU0385
 NU0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0385'7.3 MI S FROM MALAD CITY.
 NU0385'7.3 MILES WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT MALAD
 NU0385'CITY, 1/4 MILE EAST OF A FARMHOUSE, NEAR SOME POPLAR TREES, 31 FEET
 NU0385'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 NU0385'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0901 ***********************************************************************
 NU0901  DESIGNATION -  A 83
 NU0901  PID         -  NU0901
 NU0901  STATE/COUNTY-  ID/CASSIA
 NU0901  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU0901
 NU0901                         *CURRENT SURVEY CONTROL
 NU0901  ___________________________________________________________________
 NU0901* NAD 83(1986)-  42 33 04.     (N)    113 13 33.     (W)     SCALED    
 NU0901* NAVD 88     -      1303.948  (meters)    4278.04   (feet)  ADJUSTED  
 NU0901  ___________________________________________________________________
 NU0901  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NU0901  DYNAMIC HT  -        1303.175 (meters)    4275.50  (feet)  COMP
 NU0901  MODELED GRAV-     979,983.6   (mgal)                       NAVD 88
 NU0901
 NU0901  VERT ORDER  -  SECOND    CLASS 0
 NU0901
 NU0901.The horizontal coordinates were scaled from a topographic map and have
 NU0901.an estimated accuracy of +/- 6 seconds.
 NU0901
 NU0901.The orthometric height was determined by differential leveling
 NU0901.and adjusted by the National Geodetic Survey in June 1991..
 NU0901
 NU0901.The geoid height was determined by GEOID03.
 NU0901
 NU0901.The dynamic height is computed by dividing the NAVD 88
 NU0901.geopotential number by the normal gravity value computed on the
 NU0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0901.degrees latitude (g = 980.6199 gals.).
 NU0901
 NU0901.The modeled gravity was interpolated from observed gravity values.
 NU0901
 NU0901;                    North         East    Units  Estimated Accuracy
 NU0901;SPC ID C     -    98,530.      563,580.      MT  (+/- 180 meters Scaled)
 NU0901
 NU0901                          SUPERSEDED SURVEY CONTROL
 NU0901
 NU0901  NGVD 29 (??/??/92) 1302.942  (m)         4274.74   (f) ADJ UNCH    2 0
 NU0901
 NU0901.Superseded values are not recommended for survey control.
 NU0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0901.See file dsdata.txt to determine how the superseded data were derived.
 NU0901
 NU0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN172133(NAD 83)
 NU0901_MARKER: DB = BENCH MARK DISK
 NU0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0901_SP_SET: CULVERT
 NU0901_STAMPING: A 83 1934
 NU0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0901
 NU0901  HISTORY     - Date     Condition        Report By
 NU0901  HISTORY     - 1934     MONUMENTED       CGS
 NU0901  HISTORY     - 1960     GOOD             NGS
 NU0901  HISTORY     - 1980     MARK NOT FOUND   USGS
 NU0901
 NU0901                          STATION DESCRIPTION
 NU0901
 NU0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0901'3.5 MI SSE FROM RAFT RIVER BRIDGE.
 NU0901'0.5 MILE EASTWARD ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) FROM
 NU0901'RAFT RIVER BRIDGE TO AN OVERPASS, THENCE 2.6 MILES SOUTH ON GRAVEL
 NU0901'ROAD TO A T-INTERSECTION, THENCE 1 MILE WEST AND SOUTH ON THE ROAD
 NU0901'TOWARDS IDAHOME, ABOUT 500 FEET SOUTH FROM A FARM HOUSE, 24 FEET
 NU0901'SOUTHEAST FROM THE CENTER LINE OF THE ROAD, SET IN THE TOP AND CENTER
 NU0901'OF A CONCRETE HEADWALL OF A CULVERT AND ABOUT LEVEL WITH THE ROADWAY.
 NU0901
 NU0901                          STATION RECOVERY (1980)
 NU0901
 NU0901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NU0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0462 ***********************************************************************
 SV0462  DESIGNATION -  A 84
 SV0462  PID         -  SV0462
 SV0462  STATE/COUNTY-  ID/KOOTENAI
 SV0462  USGS QUAD   -  LANE (1981)
 SV0462
 SV0462                         *CURRENT SURVEY CONTROL
 SV0462  ___________________________________________________________________
 SV0462* NAD 83(1986)-  47 37 28.     (N)    116 33 51.     (W)     SCALED    
 SV0462* NAVD 88     -       775.366  (meters)    2543.85   (feet)  ADJUSTED  
 SV0462  ___________________________________________________________________
 SV0462  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 SV0462  DYNAMIC HT  -         775.362 (meters)    2543.83  (feet)  COMP
 SV0462  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 SV0462
 SV0462  VERT ORDER  -  SECOND    CLASS 0
 SV0462
 SV0462.The horizontal coordinates were scaled from a topographic map and have
 SV0462.an estimated accuracy of +/- 6 seconds.
 SV0462
 SV0462.The orthometric height was determined by differential leveling
 SV0462.and adjusted by the National Geodetic Survey in June 1991..
 SV0462
 SV0462.The geoid height was determined by GEOID03.
 SV0462
 SV0462.The dynamic height is computed by dividing the NAVD 88
 SV0462.geopotential number by the normal gravity value computed on the
 SV0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0462.degrees latitude (g = 980.6199 gals.).
 SV0462
 SV0462.The modeled gravity was interpolated from observed gravity values.
 SV0462
 SV0462;                    North         East    Units  Estimated Accuracy
 SV0462;SPC ID W     -   662,330.      738,810.      MT  (+/- 180 meters Scaled)
 SV0462
 SV0462                          SUPERSEDED SURVEY CONTROL
 SV0462
 SV0462  NGVD 29 (??/??/92)  774.220  (m)         2540.09   (f) ADJ UNCH    2 0
 SV0462
 SV0462.Superseded values are not recommended for survey control.
 SV0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0462.See file dsdata.txt to determine how the superseded data were derived.
 SV0462
 SV0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN327746(NAD 83)
 SV0462_MARKER: DB = BENCH MARK DISK
 SV0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0462_SP_SET: CULVERT
 SV0462_STAMPING: A 84 1958
 SV0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0462
 SV0462  HISTORY     - Date     Condition        Report By
 SV0462  HISTORY     - 1958     MONUMENTED       CGS
 SV0462  HISTORY     - 1974     GOOD             LOCENG
 SV0462
 SV0462                          STATION DESCRIPTION
 SV0462
 SV0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0462'14.4 MI NW FROM CATALDO.
 SV0462'14.4 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0462'RAILROAD STATION AT CATALDO, 2.0 MILES WEST OF THE SUMMIT OF THE
 SV0462'FOURTH OF JULY CANYON, 35.0 FEET NORTH OF THE WEST BOUND TRAFFIC LANE,
 SV0462'20.6 FEET SOUTHEAST OF A CUT NORTH OF HIGHWAY, SET IN TOP OF THE
 SV0462'NORTHEAST CONCRETE HEADWALL OF A CORRUGATED IRON PIPE CULVERT UNDER
 SV0462'THE HIGHWAY AND OVER CEDAR CREEK AND ABOUT 3 FEET LOWER THAN THE
 SV0462'HIGHWAY.
 SV0462
 SV0462                          STATION RECOVERY (1974)
 SV0462
 SV0462'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 SV0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0597 ***********************************************************************
 OZ0597  DESIGNATION -  A 85
 OZ0597  PID         -  OZ0597
 OZ0597  STATE/COUNTY-  ID/ELMORE
 OZ0597  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0597
 OZ0597                         *CURRENT SURVEY CONTROL
 OZ0597  ___________________________________________________________________
 OZ0597* NAD 83(1986)-  43 10 12.     (N)    115 44 43.     (W)     SCALED    
 OZ0597* NAVD 88     -       973.363  (meters)    3193.44   (feet)  ADJUSTED  
 OZ0597  ___________________________________________________________________
 OZ0597  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 OZ0597  DYNAMIC HT  -         972.944 (meters)    3192.07  (feet)  COMP
 OZ0597  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 OZ0597
 OZ0597  VERT ORDER  -  FIRST     CLASS II
 OZ0597
 OZ0597.The horizontal coordinates were scaled from a topographic map and have
 OZ0597.an estimated accuracy of +/- 6 seconds.
 OZ0597
 OZ0597.The orthometric height was determined by differential leveling
 OZ0597.and adjusted by the National Geodetic Survey in June 1991..
 OZ0597
 OZ0597.The geoid height was determined by GEOID03.
 OZ0597
 OZ0597.The dynamic height is computed by dividing the NAVD 88
 OZ0597.geopotential number by the normal gravity value computed on the
 OZ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0597.degrees latitude (g = 980.6199 gals.).
 OZ0597
 OZ0597.The modeled gravity was interpolated from observed gravity values.
 OZ0597
 OZ0597;                    North         East    Units  Estimated Accuracy
 OZ0597;SPC ID W     -   166,980.      800,380.      MT  (+/- 180 meters Scaled)
 OZ0597
 OZ0597                          SUPERSEDED SURVEY CONTROL
 OZ0597
 OZ0597  NGVD 29 (??/??/92)  972.495  (m)         3190.59   (f) ADJ UNCH    1 2
 OZ0597
 OZ0597.Superseded values are not recommended for survey control.
 OZ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0597.See file dsdata.txt to determine how the superseded data were derived.
 OZ0597
 OZ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH019804(NAD 83)
 OZ0597_MARKER: DB = BENCH MARK DISK
 OZ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0597_STAMPING: A 85 1959
 OZ0597_MARK LOGO: CGS   
 OZ0597_PROJECTION: RECESSED 40 CENTIMETERS
 OZ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0597+STABILITY: SURFACE MOTION
 OZ0597
 OZ0597  HISTORY     - Date     Condition        Report By
 OZ0597  HISTORY     - 1959     MONUMENTED       CGS
 OZ0597  HISTORY     - 1983     GOOD             NGS
 OZ0597  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0597
 OZ0597                          STATION DESCRIPTION
 OZ0597
 OZ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0597'3.75 MI NW FROM MOUNTAIN HOME.
 OZ0597'3.75 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 OZ0597'MOUNTAIN HOME TO A PAVED ROAD, 87.0 FEET EAST OF THE CENTERLINE OF THE
 OZ0597'HIGHWAY, 34.0 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 22.6
 OZ0597'FEET SOUTH OF A FENCE LINE, 2.7 FEET SOUTHWEST OF A METAL WITNESS POST
 OZ0597'WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 OZ0597
 OZ0597                          STATION RECOVERY (1983)
 OZ0597
 OZ0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0597'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.4 KM
 OZ0597'(4.0 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0597'PACIFIC RAILROAD OVERPASS IN MOUNTAIN HOME, AT THE EAST END OF A
 OZ0597'CURVE, 0.2 KM (0.1 MI) EAST OF THE INTERSECTION OF BUSINESS ROUTE 30
 OZ0597'AND A PAVED STREET LEADING EAST, 9.3 METERS (30.5 FT) NORTH OF THE
 OZ0597'HIGHWAY CENTERLINE AND 6.8 METERS (22.5 FT) SOUTH OF THE RIGHT OF WAY
 OZ0597'FENCE.
 OZ0597'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 OZ0597'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 OZ0597
 OZ0597                          STATION RECOVERY (1983)
 OZ0597
 OZ0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0600 ***********************************************************************
 OH0600  DESIGNATION -  A 86
 OH0600  PID         -  OH0600
 OH0600  STATE/COUNTY-  ID/CANYON
 OH0600  USGS QUAD   -  SAND HOLLOW (1970)
 OH0600
 OH0600                         *CURRENT SURVEY CONTROL
 OH0600  ___________________________________________________________________
 OH0600* NAD 83(1986)-  43 45 53.     (N)    116 43 07.     (W)     SCALED    
 OH0600* NAVD 88     -       737.972  (meters)    2421.16   (feet)  ADJUSTED  
 OH0600  ___________________________________________________________________
 OH0600  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 OH0600  DYNAMIC HT  -         737.733 (meters)    2420.38  (feet)  COMP
 OH0600  MODELED GRAV-     980,270.9   (mgal)                       NAVD 88
 OH0600
 OH0600  VERT ORDER  -  SECOND    CLASS 0
 OH0600
 OH0600.The horizontal coordinates were scaled from a topographic map and have
 OH0600.an estimated accuracy of +/- 6 seconds.
 OH0600
 OH0600.The orthometric height was determined by differential leveling
 OH0600.and adjusted by the National Geodetic Survey in June 1991..
 OH0600
 OH0600.The geoid height was determined by GEOID03.
 OH0600
 OH0600.The dynamic height is computed by dividing the NAVD 88
 OH0600.geopotential number by the normal gravity value computed on the
 OH0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0600.degrees latitude (g = 980.6199 gals.).
 OH0600
 OH0600.The modeled gravity was interpolated from observed gravity values.
 OH0600
 OH0600;                    North         East    Units  Estimated Accuracy
 OH0600;SPC ID W     -   233,510.      722,010.      MT  (+/- 180 meters Scaled)
 OH0600
 OH0600                          SUPERSEDED SURVEY CONTROL
 OH0600
 OH0600  NGVD 29 (??/??/92)  737.032  (m)         2418.08   (f) ADJ UNCH    2 0
 OH0600
 OH0600.Superseded values are not recommended for survey control.
 OH0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0600.See file dsdata.txt to determine how the superseded data were derived.
 OH0600
 OH0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ226457(NAD 83)
 OH0600_MARKER: DB = BENCH MARK DISK
 OH0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0600_STAMPING: A 86 1959
 OH0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0600+STABILITY: SURFACE MOTION
 OH0600
 OH0600  HISTORY     - Date     Condition        Report By
 OH0600  HISTORY     - 1959     MONUMENTED       CGS
 OH0600  HISTORY     - 20030923 MARK NOT FOUND   IDTD
 OH0600
 OH0600                          STATION DESCRIPTION
 OH0600
 OH0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0600'5.9 MI NW FROM CALDWELL.
 OH0600'5.2 MILES WESTERLY ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0600'U.S. HIGHWAYS 30 AND 20 AT CALDWELL, THENCE 0.7 MILE WEST ON ROAD 27N,
 OH0600'250.0 FEET EAST OF THE CENTERLINE OF THE PROPOSED HIGHWAY, 18.0 FEET
 OH0600'SOUTH OF THE CENTERLINE OF ROAD 27N, 2.5 FEET EAST OF A METAL WITNESS
 OH0600'POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OH0600
 OH0600                          STATION RECOVERY (2003)
 OH0600
 OH0600'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (PRS)
 OH0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0609 ***********************************************************************
 OH0609  DESIGNATION -  A 87
 OH0609  PID         -  OH0609
 OH0609  STATE/COUNTY-  ID/CANYON
 OH0609  USGS QUAD   -  SAND HOLLOW (1970)
 OH0609
 OH0609                         *CURRENT SURVEY CONTROL
 OH0609  ___________________________________________________________________
 OH0609* NAD 83(1986)-  43 47 36.     (N)    116 39 28.     (W)     SCALED    
 OH0609* NAVD 88     -       779.338  (meters)    2556.88   (feet)  ADJUSTED  
 OH0609  ___________________________________________________________________
 OH0609  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 OH0609  DYNAMIC HT  -         779.079 (meters)    2556.03  (feet)  COMP
 OH0609  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 OH0609
 OH0609  VERT ORDER  -  SECOND    CLASS 0
 OH0609
 OH0609.The horizontal coordinates were scaled from a topographic map and have
 OH0609.an estimated accuracy of +/- 6 seconds.
 OH0609
 OH0609.The orthometric height was determined by differential leveling
 OH0609.and adjusted by the National Geodetic Survey in June 1991..
 OH0609
 OH0609.The geoid height was determined by GEOID03.
 OH0609
 OH0609.The dynamic height is computed by dividing the NAVD 88
 OH0609.geopotential number by the normal gravity value computed on the
 OH0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0609.degrees latitude (g = 980.6199 gals.).
 OH0609
 OH0609.The modeled gravity was interpolated from observed gravity values.
 OH0609
 OH0609;                    North         East    Units  Estimated Accuracy
 OH0609;SPC ID W     -   236,630.      726,940.      MT  (+/- 180 meters Scaled)
 OH0609
 OH0609                          SUPERSEDED SURVEY CONTROL
 OH0609
 OH0609  NGVD 29 (??/??/92)  778.391  (m)         2553.77   (f) ADJ UNCH    2 0
 OH0609
 OH0609.Superseded values are not recommended for survey control.
 OH0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0609.See file dsdata.txt to determine how the superseded data were derived.
 OH0609
 OH0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ275489(NAD 83)
 OH0609_MARKER: DB = BENCH MARK DISK
 OH0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0609_STAMPING: A 87 1959
 OH0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0609+STABILITY: SURFACE MOTION
 OH0609
 OH0609  HISTORY     - Date     Condition        Report By
 OH0609  HISTORY     - 1959     MONUMENTED       CGS
 OH0609
 OH0609                          STATION DESCRIPTION
 OH0609
 OH0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0609'11.7 MI NW FROM CALDWELL.
 OH0609'7.8 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0609'U.S. HIGHWAY 30 AND U.S. HIGHWAY 20 AT CALDWELL, THENCE 3.9 MILES
 OH0609'EASTERLY ALONG A GRAVEL ROAD, 2.2 FEET WEST OF A METAL WITNESS POST
 OH0609'WITH SIGN, 2.0 FEET NORTHWEST OF POWER POLE NO. 55, SET IN A SQUARE
 OH0609'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0322 ***********************************************************************
 NV0322  DESIGNATION -  A 88
 NV0322  PID         -  NV0322
 NV0322  STATE/COUNTY-  ID/GOODING
 NV0322  USGS QUAD   -  BLISS (1992)
 NV0322
 NV0322                         *CURRENT SURVEY CONTROL
 NV0322  ___________________________________________________________________
 NV0322* NAD 83(1986)-  42 53 17.     (N)    114 53 03.     (W)     SCALED    
 NV0322* NAVD 88     -      1001.094  (meters)    3284.42   (feet)  ADJUSTED  
 NV0322  ___________________________________________________________________
 NV0322  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV0322  DYNAMIC HT  -        1000.649 (meters)    3282.96  (feet)  COMP
 NV0322  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 NV0322
 NV0322  VERT ORDER  -  FIRST     CLASS II
 NV0322
 NV0322.The horizontal coordinates were scaled from a topographic map and have
 NV0322.an estimated accuracy of +/- 6 seconds.
 NV0322
 NV0322.The orthometric height was determined by differential leveling
 NV0322.and adjusted by the National Geodetic Survey in January 1993..
 NV0322
 NV0322.The geoid height was determined by GEOID03.
 NV0322
 NV0322.The dynamic height is computed by dividing the NAVD 88
 NV0322.geopotential number by the normal gravity value computed on the
 NV0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0322.degrees latitude (g = 980.6199 gals.).
 NV0322
 NV0322.The modeled gravity was interpolated from observed gravity values.
 NV0322
 NV0322;                    North         East    Units  Estimated Accuracy
 NV0322;SPC ID C     -   136,040.      427,780.      MT  (+/- 180 meters Scaled)
 NV0322
 NV0322                          SUPERSEDED SURVEY CONTROL
 NV0322
 NV0322  NAVD 88 (06/15/91) 1001.094  (m)         3284.42   (f) UNKNOWN     1 2
 NV0322  NGVD 29 (??/??/92) 1000.283  (m)         3281.76   (f) ADJ UNCH    1 2
 NV0322
 NV0322.Superseded values are not recommended for survey control.
 NV0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0322.See file dsdata.txt to determine how the superseded data were derived.
 NV0322
 NV0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH727505(NAD 83)
 NV0322_MARKER: DB = BENCH MARK DISK
 NV0322_SETTING: 66 = SET IN ROCK OUTCROP
 NV0322_SP_SET: BEDROCK
 NV0322_STAMPING: A 88 1959
 NV0322_MARK LOGO: CGS   
 NV0322_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0322+STABILITY: POSITION/ELEVATION WELL
 NV0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0322+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0322
 NV0322  HISTORY     - Date     Condition        Report By
 NV0322  HISTORY     - 1959     MONUMENTED       CGS
 NV0322  HISTORY     - 1983     GOOD             NGS
 NV0322  HISTORY     - 19920715 GOOD             NGS
 NV0322
 NV0322                          STATION DESCRIPTION
 NV0322
 NV0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0322'4.0 MI SE FROM BLISS.
 NV0322'0.7 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT BLISS TO THE
 NV0322'JUNCTION OF STATE HIGHWAY 25, THENCE 3.3 MILES SOUTHEAST ON STATE
 NV0322'HIGHWAY 25.  0.1 MILE NORTHWEST OF MILE POLE 69, 83.0 FEET NORTHEAST
 NV0322'OF THE CENTERLINE OF THE HIGHWAY, 41.0 FEET SOUTHWEST OF THE SOUTHWEST
 NV0322'RAIL OF THE RAILROAD, 7.0 FEET NORTHEAST OF A FENCE LINE, 14.6 FEET
 NV0322'NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN BEDROCK FLUSH WITH
 NV0322'THE GROUND.
 NV0322
 NV0322                          STATION RECOVERY (1983)
 NV0322
 NV0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0322'1.1 KM (0.7 MI) EAST ALONG U.S. HWY. 26 FROM THE P.O. AT BLISS
 NV0322',THENCE 4.55 KM (2.85 MI) SOUTHEAST ALONG I-84, IN TOP OF AND 0.3 MI
 NV0322'(1.0 FT) SOUTHEAST OF THE NORTHWEST EDGE OF A 4 X 4 FT. VOLANIC ROCK
 NV0322'OUTCROP FLUSH WITH THE GROUND, 36.3 M (119.0 FT) NORTH OF M.P. 144,
 NV0322'25.7 M (84.5 FT) NORTHEAST CENNTERLINE WEST BOUND LANES OF THE HWY.
 NV0322'12.6 M (41.5 KM) SOUTHWEST-SOUTHWEST RAIL OF THE UNION PACIFIC
 NV0322'RAILROAD, 2.3 M (7.5 FT) NORTHEAST OF THE R OF W FENCE.
 NV0322
 NV0322                          STATION RECOVERY (1992)
 NV0322
 NV0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0322'5.8 KM (3.60 MI)  SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0322'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, NEAR THE CENTER OF A
 NV0322'3 BY 3-FOOT AREA OF OUTCROPPING BEDROCK, 25.8 M (84.6 FT)  NORTHEAST
 NV0322'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 25.4 M
 NV0322'(83.3 FT) SOUTHEAST OF AN UNDERGROUND CABLE WARNING SIGN, 4.5 M
 NV0322'(14.8 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE
 NV0322'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0219 ***********************************************************************
 TO0219  DESIGNATION -  A 9
 TO0219  PID         -  TO0219
 TO0219  STATE/COUNTY-  ID/BONNER
 TO0219  USGS QUAD   -  SANDPOINT (1996)
 TO0219
 TO0219                         *CURRENT SURVEY CONTROL
 TO0219  ___________________________________________________________________
 TO0219* NAD 83(1986)-  48 17 02.     (N)    116 32 52.     (W)     SCALED    
 TO0219* NAVD 88     -       640.706  (meters)    2102.05   (feet)  ADJUSTED  
 TO0219  ___________________________________________________________________
 TO0219  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 TO0219  DYNAMIC HT  -         640.755 (meters)    2102.21  (feet)  COMP
 TO0219  MODELED GRAV-     980,667.3   (mgal)                       NAVD 88
 TO0219
 TO0219  VERT ORDER  -  FIRST     CLASS II
 TO0219
 TO0219.The horizontal coordinates were scaled from a topographic map and have
 TO0219.an estimated accuracy of +/- 6 seconds.
 TO0219
 TO0219.The orthometric height was determined by differential leveling
 TO0219.and adjusted by the National Geodetic Survey in June 1991..
 TO0219
 TO0219.The geoid height was determined by GEOID03.
 TO0219
 TO0219.The dynamic height is computed by dividing the NAVD 88
 TO0219.geopotential number by the normal gravity value computed on the
 TO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0219.degrees latitude (g = 980.6199 gals.).
 TO0219
 TO0219.The modeled gravity was interpolated from observed gravity values.
 TO0219
 TO0219;                    North         East    Units  Estimated Accuracy
 TO0219;SPC ID W     -   735,640.      740,800.      MT  (+/- 180 meters Scaled)
 TO0219
 TO0219                          SUPERSEDED SURVEY CONTROL
 TO0219
 TO0219  NGVD 29 (??/??/92)  639.52   (m)         2098.2    (f) COMPUTED    1 2
 TO0219
 TO0219.Superseded values are not recommended for survey control.
 TO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0219.See file dsdata.txt to determine how the superseded data were derived.
 TO0219
 TO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP335479(NAD 83)
 TO0219_MARKER: DD = SURVEY DISK
 TO0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0219_STAMPING: A 9
 TO0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0219+STABILITY: SURFACE MOTION
 TO0219
 TO0219  HISTORY     - Date     Condition        Report By
 TO0219  HISTORY     - UNK      MONUMENTED       DOD
 TO0219  HISTORY     - 1944     GOOD             NGS
 TO0219  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0219  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0219
 TO0219                          STATION DESCRIPTION
 TO0219
 TO0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0219'0.5 MI N FROM SANDPOINT.
 TO0219'ALONG THE NORTHERN PACIFIC RAILROAD 0.5 MILE NORTH OF THE STATION AT
 TO0219'SANDPOINT, 88 FEET WEST OF WEST RAIL OF WEST TRACK OF NORTHERN PACIFIC
 TO0219'RAILROAD, 117 FEET NORTHEAST OF SOUTHEAST RAIL OF SOUTHERN CONNECTING
 TO0219'TRACKS OF GREAT NORTHERN RAILROAD AT NEAREST POINT.  THE MARK IS A
 TO0219'STANDARD TRAVERSE STATION DISC OF THE UNITED STATES ENGINEER
 TO0219'DEPARTMENT, STAMPED A 9, SET IN THE TOP OF PRECAST REENFORCED CONCRETE
 TO0219'POST 8X8 INCH SQUARE AT BOTTOM AND 6X6 INCH SQUARE AT TOP, LEVEL WITH
 TO0219'THE GROUND.
 TO0219
 TO0219                          STATION RECOVERY (1967)
 TO0219
 TO0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0219'MARK NOT FOUND.
 TO0219
 TO0219                          STATION RECOVERY (1980)
 TO0219
 TO0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0219'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0220 ***********************************************************************
 TO0220  DESIGNATION -  A 9 A 1
 TO0220  PID         -  TO0220
 TO0220  STATE/COUNTY-  ID/BONNER
 TO0220  USGS QUAD   -  SANDPOINT (1996)
 TO0220
 TO0220                         *CURRENT SURVEY CONTROL
 TO0220  ___________________________________________________________________
 TO0220* NAD 83(1986)-  48 16 52.     (N)    116 32 50.     (W)     SCALED    
 TO0220* NAVD 88     -       640.014  (meters)    2099.78   (feet)  ADJUSTED  
 TO0220  ___________________________________________________________________
 TO0220  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 TO0220  DYNAMIC HT  -         640.062 (meters)    2099.94  (feet)  COMP
 TO0220  MODELED GRAV-     980,667.1   (mgal)                       NAVD 88
 TO0220
 TO0220  VERT ORDER  -  FIRST     CLASS II
 TO0220
 TO0220.The horizontal coordinates were scaled from a topographic map and have
 TO0220.an estimated accuracy of +/- 6 seconds.
 TO0220
 TO0220.The orthometric height was determined by differential leveling
 TO0220.and adjusted by the National Geodetic Survey in June 1991..
 TO0220
 TO0220.The geoid height was determined by GEOID03.
 TO0220
 TO0220.The dynamic height is computed by dividing the NAVD 88
 TO0220.geopotential number by the normal gravity value computed on the
 TO0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0220.degrees latitude (g = 980.6199 gals.).
 TO0220
 TO0220.The modeled gravity was interpolated from observed gravity values.
 TO0220
 TO0220;                    North         East    Units  Estimated Accuracy
 TO0220;SPC ID W     -   735,330.      740,840.      MT  (+/- 180 meters Scaled)
 TO0220
 TO0220                          SUPERSEDED SURVEY CONTROL
 TO0220
 TO0220  NGVD 29 (??/??/92)  638.827  (m)         2095.88   (f) ADJ UNCH    1 2
 TO0220
 TO0220.Superseded values are not recommended for survey control.
 TO0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0220.See file dsdata.txt to determine how the superseded data were derived.
 TO0220
 TO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP335476(NAD 83)
 TO0220_MARKER: DD = SURVEY DISK
 TO0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0220_STAMPING: A 9 A 1
 TO0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0220+STABILITY: SURFACE MOTION
 TO0220
 TO0220  HISTORY     - Date     Condition        Report By
 TO0220  HISTORY     - UNK      MONUMENTED       DOD
 TO0220  HISTORY     - 1944     GOOD             NGS
 TO0220  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0220  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0220
 TO0220                          STATION DESCRIPTION
 TO0220
 TO0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0220'0.3 MI N FROM SANDPOINT.
 TO0220'ALONG THE NORTHERN PACIFIC RAILROAD 0.3 MILE NORTH OF THE STATION AT
 TO0220'SANDPOINT, 113.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF TRANSFORMER, 52
 TO0220'FEET NORTHWEST OF WEST RAIL OF WEST TRACKS AT CENTER LINE OF DIRT ROAD
 TO0220'CROSSING, 37 FEET WEST OF WEST RAIL OF WEST TRACKS, 24.5 FEET EAST OF
 TO0220'FENCE LINE, 11 FEET WEST OF CENTER LINE OF DIRT ROAD.  THE MARK IS A
 TO0220'STANDARD TRAVERSE STATION DISC OF THE UNITED STATES ENGINEER
 TO0220'DEPARTMENT, STAMPED A 9 A 1, SET IN THE TOP OF PRECAST REENFORCED
 TO0220'CONCRETE POST 8X8 INCH SQUARE AT BOTTOM AND 6X6 INCH SQUARE AT TOP,
 TO0220'LEVEL WITH THE GROUND.
 TO0220
 TO0220                          STATION RECOVERY (1967)
 TO0220
 TO0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0220'MARK NOT FOUND.
 TO0220
 TO0220                          STATION RECOVERY (1980)
 TO0220
 TO0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0220'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0221 ***********************************************************************
 TO0221  DESIGNATION -  A 9 A 2
 TO0221  PID         -  TO0221
 TO0221  STATE/COUNTY-  ID/BONNER
 TO0221  USGS QUAD   -  SANDPOINT (1996)
 TO0221
 TO0221                         *CURRENT SURVEY CONTROL
 TO0221  ___________________________________________________________________
 TO0221* NAD 83(1986)-  48 16 38.     (N)    116 32 44.     (W)     SCALED    
 TO0221* NAVD 88     -       638.470  (meters)    2094.71   (feet)  ADJUSTED  
 TO0221  ___________________________________________________________________
 TO0221  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TO0221  DYNAMIC HT  -         638.518 (meters)    2094.87  (feet)  COMP
 TO0221  MODELED GRAV-     980,667.0   (mgal)                       NAVD 88
 TO0221
 TO0221  VERT ORDER  -  FIRST     CLASS II
 TO0221
 TO0221.The horizontal coordinates were scaled from a topographic map and have
 TO0221.an estimated accuracy of +/- 6 seconds.
 TO0221
 TO0221.The orthometric height was determined by differential leveling
 TO0221.and adjusted by the National Geodetic Survey in June 1991..
 TO0221
 TO0221.The geoid height was determined by GEOID03.
 TO0221
 TO0221.The dynamic height is computed by dividing the NAVD 88
 TO0221.geopotential number by the normal gravity value computed on the
 TO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0221.degrees latitude (g = 980.6199 gals.).
 TO0221
 TO0221.The modeled gravity was interpolated from observed gravity values.
 TO0221
 TO0221;                    North         East    Units  Estimated Accuracy
 TO0221;SPC ID W     -   734,900.      740,950.      MT  (+/- 180 meters Scaled)
 TO0221
 TO0221                          SUPERSEDED SURVEY CONTROL
 TO0221
 TO0221  NGVD 29 (??/??/92)  637.283  (m)         2090.82   (f) ADJ UNCH    1 2
 TO0221
 TO0221.Superseded values are not recommended for survey control.
 TO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0221.See file dsdata.txt to determine how the superseded data were derived.
 TO0221
 TO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP337472(NAD 83)
 TO0221_MARKER: DD = SURVEY DISK
 TO0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0221_STAMPING: A 9 A 2
 TO0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0221+STABILITY: SURFACE MOTION
 TO0221
 TO0221  HISTORY     - Date     Condition        Report By
 TO0221  HISTORY     - UNK      MONUMENTED       DOD
 TO0221  HISTORY     - 1944     GOOD             NGS
 TO0221  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0221
 TO0221                          STATION DESCRIPTION
 TO0221
 TO0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0221'IN SANDPOINT.
 TO0221'AT SANDPOINT, ALONG THE NORTHERN PACIFIC RAILROAD, ABOUT 275 FEET
 TO0221'NORTH OF THE STATION, 40 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 TO0221'BRICK PLATFORM, 16.4 FEET WEST OF THE WEST RAIL OF MAIN TRACK, 8.2
 TO0221'FEET EAST OF EAST RAIL OF SPUR TRACK, 1.8 FEET WEST OF THE WEST EDGE
 TO0221'OF PLATFORM.  A USED BRONZE DISK SET IN TOP OF A CONCRETE POST ABOUT
 TO0221'LEVEL WITH THE GROUND.
 TO0221
 TO0221                          STATION RECOVERY (1980)
 TO0221
 TO0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0221'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0060 ***********************************************************************
 OY0060  DESIGNATION -  A 91
 OY0060  PID         -  OY0060
 OY0060  STATE/COUNTY-  ID/JEFFERSON
 OY0060  USGS QUAD   -  MARKET LAKE (1964)
 OY0060
 OY0060                         *CURRENT SURVEY CONTROL
 OY0060  ___________________________________________________________________
 OY0060* NAD 83(1986)-  43 45 50.     (N)    112 09 30.     (W)     SCALED    
 OY0060* NAVD 88     -      1451.195  (meters)    4761.13   (feet)  ADJUSTED  
 OY0060  ___________________________________________________________________
 OY0060  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OY0060  DYNAMIC HT  -        1450.490 (meters)    4758.82  (feet)  COMP
 OY0060  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 OY0060
 OY0060  VERT ORDER  -  FIRST     CLASS II
 OY0060
 OY0060.The horizontal coordinates were scaled from a topographic map and have
 OY0060.an estimated accuracy of +/- 6 seconds.
 OY0060
 OY0060.The orthometric height was determined by differential leveling
 OY0060.and adjusted by the National Geodetic Survey in December 1992..
 OY0060
 OY0060.The geoid height was determined by GEOID03.
 OY0060
 OY0060.The dynamic height is computed by dividing the NAVD 88
 OY0060.geopotential number by the normal gravity value computed on the
 OY0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0060.degrees latitude (g = 980.6199 gals.).
 OY0060
 OY0060.The modeled gravity was interpolated from observed gravity values.
 OY0060
 OY0060;                    North         East    Units  Estimated Accuracy
 OY0060;SPC ID E     -   232,960.      200,670.      MT  (+/- 180 meters Scaled)
 OY0060
 OY0060                          SUPERSEDED SURVEY CONTROL
 OY0060
 OY0060  NAVD 88 (06/15/91) 1451.224  (m)         4761.22   (f) UNKNOWN     1 2
 OY0060  NGVD 29 (08/20/92) 1450.150  (m)         4757.70   (f) ADJUSTED    1 2
 OY0060
 OY0060.Superseded values are not recommended for survey control.
 OY0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0060.See file dsdata.txt to determine how the superseded data were derived.
 OY0060
 OY0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP067463(NAD 83)
 OY0060_MARKER: DB = BENCH MARK DISK
 OY0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0060_SP_SET: CONCRETE POST
 OY0060_STAMPING: A 91 1959
 OY0060_MARK LOGO: CGS   
 OY0060_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0060+STABILITY: SURFACE MOTION
 OY0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0060+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1992
 OY0060
 OY0060  HISTORY     - Date     Condition        Report By
 OY0060  HISTORY     - 1959     MONUMENTED       CGS
 OY0060  HISTORY     - 1967     GOOD             NGS
 OY0060  HISTORY     - 19920604 GOOD             NGS
 OY0060
 OY0060                          STATION DESCRIPTION
 OY0060
 OY0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0060'3.65 MI N FROM ROBERTS.
 OY0060'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 OY0060'RAILROAD STATION AT ROBERTS, THENCE 2.55 MILES NORTH ALONG INTERSTATE
 OY0060'HIGHWAY 15, 97 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 OY0060'HIGHWAY, 29 1/2 FEET SOUTH OF THE CENTER OF THE SOUTH ONE OF TWO
 OY0060'48-INCH PIPE CULVERTS, 19 1/2 FEET SOUTH OF THE T JUNCTION OF FENCES,
 OY0060'2.5 FEET WEST OF A FENCE, 5.5 FEET SOUTH OF A WITNESS POST, ABOUT 3
 OY0060'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OY0060'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OY0060
 OY0060                          STATION RECOVERY (1992)
 OY0060
 OY0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0060'5.6 KM (3.45 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 15 FROM THE
 OY0060'JUNCTION OF STATE HIGHWAY 48 (EXIT 135) IN ROBERTS, 30.9 M (101.4 FT)
 OY0060'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 6.0 M
 OY0060'(19.7 FT) SOUTH OF A T-FENCE CORNER, 1.6 M (5.2 FT) SOUTH OF A
 OY0060'WITNESS POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 OY0060'(2.0 FT) WEST OF A FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OY0060'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0261 ***********************************************************************
 PY0261  DESIGNATION -  A 92
 PY0261  PID         -  PY0261
 PY0261  STATE/COUNTY-  ID/FREMONT
 PY0261  USGS QUAD   -  TARGHEE PASS (1964)
 PY0261
 PY0261                         *CURRENT SURVEY CONTROL
 PY0261  ___________________________________________________________________
 PY0261* NAD 83(1986)-  44 40 03.     (N)    111 17 44.     (W)     SCALED    
 PY0261* NAVD 88     -      2115.18   (+/-2cm)    6939.6    (feet)  VERTCON   
 PY0261  ___________________________________________________________________
 PY0261  GEOID HEIGHT-          -8.77  (meters)                     GEOID03
 PY0261
 PY0261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 PY0261
 PY0261.The horizontal coordinates were scaled from a topographic map and have
 PY0261.an estimated accuracy of +/- 6 seconds.
 PY0261
 PY0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY0261.The vertical order pertains to the NGVD 29 superseded value.
 PY0261
 PY0261.The geoid height was determined by GEOID03.
 PY0261
 PY0261;                    North         East    Units  Estimated Accuracy
 PY0261;SPC ID E     -   333,730.      269,080.      MT  (+/- 180 meters Scaled)
 PY0261
 PY0261                          SUPERSEDED SURVEY CONTROL
 PY0261
 PY0261  NGVD 29 (??/??/92) 2113.924  (m)         6935.43   (f) ADJ UNCH    2 0
 PY0261
 PY0261.Superseded values are not recommended for survey control.
 PY0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0261.See file dsdata.txt to determine how the superseded data were derived.
 PY0261
 PY0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ765460(NAD 83)
 PY0261_MARKER: DB = BENCH MARK DISK
 PY0261_SETTING: 66 = SET IN ROCK OUTCROP
 PY0261_SP_SET: ROCK OUTCROP
 PY0261_STAMPING: A 92 1934
 PY0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0261+STABILITY: POSITION/ELEVATION WELL
 PY0261
 PY0261  HISTORY     - Date     Condition        Report By
 PY0261  HISTORY     - 1934     MONUMENTED       CGS
 PY0261  HISTORY     - 1964     MARK NOT FOUND   NGS
 PY0261
 PY0261                          STATION DESCRIPTION
 PY0261
 PY0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0261'7.2 MI E FROM LAKE.
 PY0261'7.2 MILES EAST ALONG THE ROAD LEADING TO WEST YELLOWSTONE, MONTANA,
 PY0261'FROM LAKE, 1.1 MILES SOUTHWEST OF THE MONTANA-IDAHO STATE LINE, 75
 PY0261'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A ROCK
 PY0261'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0654 ***********************************************************************
 SU0654  DESIGNATION -  A 93
 SU0654  PID         -  SU0654
 SU0654  STATE/COUNTY-  ID/SHOSHONE
 SU0654  USGS QUAD   -  OSBURN (1996)
 SU0654
 SU0654                         *CURRENT SURVEY CONTROL
 SU0654  ___________________________________________________________________
 SU0654* NAD 83(1986)-  47 34 26.     (N)    115 55 54.     (W)     SCALED    
 SU0654* NAVD 88     -       819.983  (meters)    2690.23   (feet)  ADJUSTED  
 SU0654  ___________________________________________________________________
 SU0654  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 SU0654  DYNAMIC HT  -         819.959 (meters)    2690.15  (feet)  COMP
 SU0654  MODELED GRAV-     980,556.4   (mgal)                       NAVD 88
 SU0654
 SU0654  VERT ORDER  -  SECOND    CLASS 0
 SU0654
 SU0654.The horizontal coordinates were scaled from a topographic map and have
 SU0654.an estimated accuracy of +/- 6 seconds.
 SU0654
 SU0654.The orthometric height was determined by differential leveling
 SU0654.and adjusted by the National Geodetic Survey in June 1991..
 SU0654
 SU0654.The geoid height was determined by GEOID03.
 SU0654
 SU0654.The dynamic height is computed by dividing the NAVD 88
 SU0654.geopotential number by the normal gravity value computed on the
 SU0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0654.degrees latitude (g = 980.6199 gals.).
 SU0654
 SU0654.The modeled gravity was interpolated from observed gravity values.
 SU0654
 SU0654;                    North         East    Units  Estimated Accuracy
 SU0654;SPC ID W     -   656,410.      786,330.      MT  (+/- 180 meters Scaled)
 SU0654
 SU0654                          SUPERSEDED SURVEY CONTROL
 SU0654
 SU0654  NGVD 29 (??/??/92)  818.824  (m)         2686.43   (f) ADJ UNCH    2 0
 SU0654
 SU0654.Superseded values are not recommended for survey control.
 SU0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0654.See file dsdata.txt to determine how the superseded data were derived.
 SU0654
 SU0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN803694(NAD 83)
 SU0654_MARKER: DB = BENCH MARK DISK
 SU0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0654_STAMPING: A 93 1958
 SU0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0654+STABILITY: SURFACE MOTION
 SU0654
 SU0654  HISTORY     - Date     Condition        Report By
 SU0654  HISTORY     - 1958     MONUMENTED       CGS
 SU0654
 SU0654                          STATION DESCRIPTION
 SU0654
 SU0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0654'7.4 MI S FROM PRICHARD.
 SU0654'7.4 MILES SOUTH ALONG THE ROAD TO WALLACE FROM THE CONCRETE BRIDGE
 SU0654'OVER PRICHARD CREEK AT PRICHARD, 0.2 MILE NORTH OF THE CROSSING OF NO
 SU0654'NAME GULCH, 0.2 MILE SOUTH OF THE CROSSING OF UNKNOWN GULCH, 47 FEET
 SU0654'WEST OF THE CENTER LINE OF THE ROAD, 65 FEET SOUTHWEST OF A TELEPHONE
 SU0654'POLE, 18 FEET SOUTH OF AN 8-INCH SPRUCE TREE, 3.2 FEET SOUTH OF A
 SU0654'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SU0654'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0494 ***********************************************************************
 SV0494  DESIGNATION -  A 95
 SV0494  PID         -  SV0494
 SV0494  STATE/COUNTY-  ID/KOOTENAI
 SV0494  USGS QUAD   -  WOLF LODGE (1996)
 SV0494
 SV0494                         *CURRENT SURVEY CONTROL
 SV0494  ___________________________________________________________________
 SV0494* NAD 83(1986)-  47 44 38.     (N)    116 37 07.     (W)     SCALED    
 SV0494* NAVD 88     -      1112.250  (meters)    3649.11   (feet)  ADJUSTED  
 SV0494  ___________________________________________________________________
 SV0494  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 SV0494  DYNAMIC HT  -        1112.214 (meters)    3648.99  (feet)  COMP
 SV0494  MODELED GRAV-     980,541.2   (mgal)                       NAVD 88
 SV0494
 SV0494  VERT ORDER  -  SECOND    CLASS 0
 SV0494
 SV0494.The horizontal coordinates were scaled from a topographic map and have
 SV0494.an estimated accuracy of +/- 6 seconds.
 SV0494
 SV0494.The orthometric height was determined by differential leveling
 SV0494.and adjusted by the National Geodetic Survey in June 1991..
 SV0494
 SV0494.The geoid height was determined by GEOID03.
 SV0494
 SV0494.The dynamic height is computed by dividing the NAVD 88
 SV0494.geopotential number by the normal gravity value computed on the
 SV0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0494.degrees latitude (g = 980.6199 gals.).
 SV0494
 SV0494.The modeled gravity was interpolated from observed gravity values.
 SV0494
 SV0494;                    North         East    Units  Estimated Accuracy
 SV0494;SPC ID W     -   675,660.      734,860.      MT  (+/- 180 meters Scaled)
 SV0494
 SV0494                          SUPERSEDED SURVEY CONTROL
 SV0494
 SV0494  NGVD 29 (??/??/92) 1111.063  (m)         3645.21   (f) ADJ UNCH    2 0
 SV0494
 SV0494.Superseded values are not recommended for survey control.
 SV0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0494.See file dsdata.txt to determine how the superseded data were derived.
 SV0494
 SV0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN285879(NAD 83)
 SV0494_MARKER: DB = BENCH MARK DISK
 SV0494_SETTING: 66 = SET IN ROCK OUTCROP
 SV0494_SP_SET: ROCK OUTCROP
 SV0494_STAMPING: A 95 1958
 SV0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0494+STABILITY: POSITION/ELEVATION WELL
 SV0494
 SV0494  HISTORY     - Date     Condition        Report By
 SV0494  HISTORY     - 1958     MONUMENTED       CGS
 SV0494
 SV0494                          STATION DESCRIPTION
 SV0494
 SV0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0494'11.5 MI NE FROM COEUR DALENE.
 SV0494'1.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT COEUR
 SV0494'DALENE, THENCE 10.2 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD, ON
 SV0494'THE INSIDE OF A CURVE, SET VERTICALLY IN THE EAST FACE OF A DIRT
 SV0494'COVERED SHALE OUTCROP WHICH PROJECTS 15 FEET ABOVE THE ROAD, 15 FEET
 SV0494'WEST OF THE CENTER LINE OF THE ROAD, 4.0 FEET NORTH OF A WITNESS POST,
 SV0494'AND 5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1761 ***********************************************************************
 SV1761  DESIGNATION -  A 95 RESET
 SV1761  PID         -  SV1761
 SV1761  STATE/COUNTY-  ID/KOOTENAI
 SV1761  USGS QUAD   -  WOLF LODGE (1996)
 SV1761
 SV1761                         *CURRENT SURVEY CONTROL
 SV1761  ___________________________________________________________________
 SV1761* NAD 83(1986)-  47 44 38.     (N)    116 37 07.     (W)     SCALED    
 SV1761* NAVD 88     -      1112.26   (meters)    3649.1    (feet)  RESET     
 SV1761  ___________________________________________________________________
 SV1761  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 SV1761
 SV1761  VERT ORDER  -  THIRD
 SV1761
 SV1761.The horizontal coordinates were scaled from a topographic map and have
 SV1761.an estimated accuracy of +/- 6 seconds.
 SV1761
 SV1761.The orthometric height was computed from unverified reset data.
 SV1761.No vertical observational check was made to the station.
 SV1761
 SV1761.The geoid height was determined by GEOID03.
 SV1761
 SV1761;                    North         East    Units  Estimated Accuracy
 SV1761;SPC ID W     -   675,660.      734,860.      MT  (+/- 180 meters Scaled)
 SV1761
 SV1761                          SUPERSEDED SURVEY CONTROL
 SV1761
 SV1761  NGVD 29 (03/27/06) 1111.07   (m)         3645.2    (f) RESET       3  
 SV1761
 SV1761.Superseded values are not recommended for survey control.
 SV1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1761.See file dsdata.txt to determine how the superseded data were derived.
 SV1761
 SV1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN285879(NAD 83)
 SV1761_MARKER: DB = BENCH MARK DISK
 SV1761_SETTING: 66 = SET IN ROCK OUTCROP
 SV1761_SP_SET: OUTCROP
 SV1761_STAMPING: A 95 RESET 1978
 SV1761_MARK LOGO: USFS  
 SV1761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1761+STABILITY: POSITION/ELEVATION WELL
 SV1761
 SV1761  HISTORY     - Date     Condition        Report By
 SV1761  HISTORY     - 1978     MONUMENTED       USFS
 SV1761
 SV1761                          STATION DESCRIPTION
 SV1761
 SV1761'DESCRIBED BY US FOREST SERVICE 1978
 SV1761'18.5 KM (11.50 MI) NE FROM COEUR D ALENE.
 SV1761'FROM THE U.S. POST OFFICE AT 7TH AND LAKESIDE IN COEUR D ALENE, GO 1.3
 SV1761'MILES EAST ALONG BUSINESS I-90 THENCE 10.2 MILES NORTHEAST ON FERNAN
 SV1761'ROAD TO THE END OF A CURVE, ON THE INSIDE OF THE CURVE, ON A LEDGE IN
 SV1761'THE EAST FACE OF A 12 FOOT HIGH SHALE COVERED ROCK OUTCROP 6 FT ABOVE
 SV1761'AND 25 FT WEST OF THE CENTERLINE OF THE ROAD AND 25 FT NORTH OF AN 18
 SV1761'INCH CMP DROP INLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0083 ***********************************************************************
 SV0083  DESIGNATION -  A 96
 SV0083  PID         -  SV0083
 SV0083  STATE/COUNTY-  ID/KOOTENAI
 SV0083  USGS QUAD   -  CATARACT PEAK (1996)
 SV0083
 SV0083                         *CURRENT SURVEY CONTROL
 SV0083  ___________________________________________________________________
 SV0083* NAD 83(1986)-  47 45 21.     (N)    116 28 00.     (W)     SCALED    
 SV0083* NAVD 88     -       849.735  (meters)    2787.84   (feet)  ADJUSTED  
 SV0083  ___________________________________________________________________
 SV0083  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 SV0083  DYNAMIC HT  -         849.715 (meters)    2787.77  (feet)  COMP
 SV0083  MODELED GRAV-     980,560.7   (mgal)                       NAVD 88
 SV0083
 SV0083  VERT ORDER  -  SECOND    CLASS 0
 SV0083
 SV0083.The horizontal coordinates were scaled from a topographic map and have
 SV0083.an estimated accuracy of +/- 6 seconds.
 SV0083
 SV0083.The orthometric height was determined by differential leveling
 SV0083.and adjusted by the National Geodetic Survey in June 1991..
 SV0083
 SV0083.The geoid height was determined by GEOID03.
 SV0083
 SV0083.The dynamic height is computed by dividing the NAVD 88
 SV0083.geopotential number by the normal gravity value computed on the
 SV0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0083.degrees latitude (g = 980.6199 gals.).
 SV0083
 SV0083.The modeled gravity was interpolated from observed gravity values.
 SV0083
 SV0083;                    North         East    Units  Estimated Accuracy
 SV0083;SPC ID W     -   676,870.      746,270.      MT  (+/- 180 meters Scaled)
 SV0083
 SV0083                          SUPERSEDED SURVEY CONTROL
 SV0083
 SV0083  NGVD 29 (??/??/92)  848.544  (m)         2783.93   (f) ADJ UNCH    2 0
 SV0083
 SV0083.Superseded values are not recommended for survey control.
 SV0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0083.See file dsdata.txt to determine how the superseded data were derived.
 SV0083
 SV0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN399893(NAD 83)
 SV0083_MARKER: DB = BENCH MARK DISK
 SV0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0083_STAMPING: A 96 1958
 SV0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0083+STABILITY: SURFACE MOTION
 SV0083
 SV0083  HISTORY     - Date     Condition        Report By
 SV0083  HISTORY     - 1958     MONUMENTED       CGS
 SV0083
 SV0083                          STATION DESCRIPTION
 SV0083
 SV0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0083'6.9 MI SE FROM HUDLOW CAMP.
 SV0083'ABOUT 0.9 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM HUDLOW CAMP, THENCE
 SV0083'6.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING THE NORTH FORK OF
 SV0083'COEUR DALENE RIVER, 96 1/2 FEET WEST OF THE CENTER OF THE T JUNCTION
 SV0083'OF A TRACK ROAD SOUTHWEST, IN A SMALL CLEARING, 90 FEET SOUTHWEST OF
 SV0083'THE CENTER LINE OF THE MAIN ROAD, 71 FEET NORTHWEST OF THE CENTER LINE
 SV0083'OF THE TRACK ROAD, 2.0 FEET SOUTHEAST OF A WITNESS POST, LEVEL WITH
 SV0083'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SV0083'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0010 ***********************************************************************
 SV0010  DESIGNATION -  A 96 X
 SV0010  PID         -  SV0010
 SV0010  STATE/COUNTY-  ID/SHOSHONE
 SV0010  USGS QUAD   -  FASET PEAK (1996)
 SV0010
 SV0010                         *CURRENT SURVEY CONTROL
 SV0010  ___________________________________________________________________
 SV0010* NAD 83(1986)-  47 58 10.     (N)    116 16 37.     (W)     SCALED    
 SV0010* NAVD 88     -      1363.904  (meters)    4474.74   (feet)  ADJUSTED  
 SV0010  ___________________________________________________________________
 SV0010  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 SV0010  DYNAMIC HT  -        1363.779 (meters)    4474.33  (feet)  COMP
 SV0010  MODELED GRAV-     980,471.9   (mgal)                       NAVD 88
 SV0010
 SV0010  VERT ORDER  -  SECOND    CLASS 0
 SV0010
 SV0010.The horizontal coordinates were scaled from a topographic map and have
 SV0010.an estimated accuracy of +/- 6 seconds.
 SV0010
 SV0010.The orthometric height was determined by differential leveling
 SV0010.and adjusted by the National Geodetic Survey in June 1991..
 SV0010
 SV0010.The geoid height was determined by GEOID03.
 SV0010
 SV0010.The dynamic height is computed by dividing the NAVD 88
 SV0010.geopotential number by the normal gravity value computed on the
 SV0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0010.degrees latitude (g = 980.6199 gals.).
 SV0010
 SV0010.The modeled gravity was interpolated from observed gravity values.
 SV0010
 SV0010;                    North         East    Units  Estimated Accuracy
 SV0010;SPC ID W     -   700,500.      760,660.      MT  (+/- 180 meters Scaled)
 SV0010
 SV0010                          SUPERSEDED SURVEY CONTROL
 SV0010
 SV0010  NGVD 29 (??/??/92) 1362.638  (m)         4470.59   (f) ADJ UNCH    2 0
 SV0010
 SV0010.Superseded values are not recommended for survey control.
 SV0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0010.See file dsdata.txt to determine how the superseded data were derived.
 SV0010
 SV0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP539131(NAD 83)
 SV0010_MARKER: DB = BENCH MARK DISK
 SV0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0010_STAMPING: A 96X 1958
 SV0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0010+STABILITY: SURFACE MOTION
 SV0010
 SV0010  HISTORY     - Date     Condition        Report By
 SV0010  HISTORY     - 1958     MONUMENTED       CGS
 SV0010
 SV0010                          STATION DESCRIPTION
 SV0010
 SV0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0010'17.8 MI NW FROM MAGEE RANGER STATION.
 SV0010'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0010'THENCE 6.65 MILES NORTH ALONG A DIRT ROAD, THENCE 7.05 MILES WEST
 SV0010'ALONG A DIRT ROAD, 0.05 MILE NORTHEAST OF A SHARP CURVE, 19 FEET
 SV0010'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTHEAST OF A
 SV0010'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 SV0010'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0234 ***********************************************************************
 OY0234  DESIGNATION -  A 97
 OY0234  PID         -  OY0234
 OY0234  STATE/COUNTY-  ID/BINGHAM
 OY0234  USGS QUAD   -  BLACKFOOT (1971)
 OY0234
 OY0234                         *CURRENT SURVEY CONTROL
 OY0234  ___________________________________________________________________
 OY0234* NAD 83(1986)-  43 10 34.     (N)    112 21 30.     (W)     SCALED    
 OY0234* NAVD 88     -      1370.454  (meters)    4496.23   (feet)  ADJUSTED  
 OY0234  ___________________________________________________________________
 OY0234  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 OY0234  DYNAMIC HT  -        1369.705 (meters)    4493.77  (feet)  COMP
 OY0234  MODELED GRAV-     980,025.4   (mgal)                       NAVD 88
 OY0234
 OY0234  VERT ORDER  -  FIRST     CLASS I
 OY0234
 OY0234.The horizontal coordinates were scaled from a topographic map and have
 OY0234.an estimated accuracy of +/- 6 seconds.
 OY0234
 OY0234.The orthometric height was determined by differential leveling
 OY0234.and adjusted by the National Geodetic Survey in December 1992..
 OY0234.WARNING-Repeat measurements at this control monument indicate possible
 OY0234.vertical movement.
 OY0234
 OY0234.The geoid height was determined by GEOID03.
 OY0234
 OY0234.The dynamic height is computed by dividing the NAVD 88
 OY0234.geopotential number by the normal gravity value computed on the
 OY0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0234.degrees latitude (g = 980.6199 gals.).
 OY0234
 OY0234.The modeled gravity was interpolated from observed gravity values.
 OY0234
 OY0234;                    North         East    Units  Estimated Accuracy
 OY0234;SPC ID E     -   167,680.      184,420.      MT  (+/- 180 meters Scaled)
 OY0234
 OY0234                          SUPERSEDED SURVEY CONTROL
 OY0234
 OY0234  NAVD 88 (06/15/91) 1370.454  (m)         4496.23   (f) UNKNOWN     1 1
 OY0234  NGVD 29 (08/20/92) 1369.392  (m)         4492.75   (f) ADJUSTED    1 1
 OY0234
 OY0234.Superseded values are not recommended for survey control.
 OY0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0234.See file dsdata.txt to determine how the superseded data were derived.
 OY0234
 OY0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN896812(NAD 83)
 OY0234_MARKER: DB = BENCH MARK DISK
 OY0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0234_SP_SET: ABUTMENT
 OY0234_STAMPING: A 97 1960
 OY0234_MARK LOGO: CGS   
 OY0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0234+STABILITY: POSITION/ELEVATION WELL
 OY0234
 OY0234  HISTORY     - Date     Condition        Report By
 OY0234  HISTORY     - 1960     MONUMENTED       CGS
 OY0234  HISTORY     - 1960     GOOD             NGS
 OY0234  HISTORY     - 1967     GOOD             NGS
 OY0234  HISTORY     - 1983     GOOD             NGS
 OY0234
 OY0234                          STATION DESCRIPTION
 OY0234
 OY0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0234'1.15 MI SW FROM BLACKFOOT.
 OY0234'1.15 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0234'AT BLACKFOOT, 1 POLE SOUTHWEST OF MILEPOLE 157, IN THE TOP AND 0.7
 OY0234'FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT
 OY0234'OF STEEL BRIDGE 156.96, 6.4 FEET NORTHWEST OF THE NORTHWEST RAIL,
 OY0234'ABOUT 3 FEET LOWER THAN BENCH MARK O.S.L. 4, AND ABOUT 1 FOOT LOWER
 OY0234'THAN THE TRACK.
 OY0234
 OY0234                          STATION RECOVERY (1967)
 OY0234
 OY0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0234'RECOVERED IN GOOD CONDITION.
 OY0234
 OY0234                          STATION RECOVERY (1983)
 OY0234
 OY0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0895 ***********************************************************************
 NU0895  DESIGNATION -  A 98
 NU0895  PID         -  NU0895
 NU0895  STATE/COUNTY-  ID/POWER
 NU0895  USGS QUAD   -  REGISTER ROCK (1984)
 NU0895
 NU0895                         *CURRENT SURVEY CONTROL
 NU0895  ___________________________________________________________________
 NU0895* NAD 83(1986)-  42 37 53.     (N)    113 04 24.     (W)     SCALED    
 NU0895* NAVD 88     -      1292.305  (meters)    4239.84   (feet)  ADJUSTED  
 NU0895  ___________________________________________________________________
 NU0895  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 NU0895  DYNAMIC HT  -        1291.567 (meters)    4237.42  (feet)  COMP
 NU0895  MODELED GRAV-     980,005.2   (mgal)                       NAVD 88
 NU0895
 NU0895  VERT ORDER  -  SECOND    CLASS 0
 NU0895
 NU0895.The horizontal coordinates were scaled from a topographic map and have
 NU0895.an estimated accuracy of +/- 6 seconds.
 NU0895
 NU0895.The orthometric height was determined by differential leveling
 NU0895.and adjusted by the National Geodetic Survey in June 1991..
 NU0895
 NU0895.The geoid height was determined by GEOID03.
 NU0895
 NU0895.The dynamic height is computed by dividing the NAVD 88
 NU0895.geopotential number by the normal gravity value computed on the
 NU0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0895.degrees latitude (g = 980.6199 gals.).
 NU0895
 NU0895.The modeled gravity was interpolated from observed gravity values.
 NU0895
 NU0895;                    North         East    Units  Estimated Accuracy
 NU0895;SPC ID E     -   107,550.      125,630.      MT  (+/- 180 meters Scaled)
 NU0895
 NU0895                          SUPERSEDED SURVEY CONTROL
 NU0895
 NU0895  NGVD 29 (??/??/92) 1291.312  (m)         4236.58   (f) ADJ UNCH    2 0
 NU0895
 NU0895.Superseded values are not recommended for survey control.
 NU0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0895.See file dsdata.txt to determine how the superseded data were derived.
 NU0895
 NU0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN299219(NAD 83)
 NU0895_MARKER: DB = BENCH MARK DISK
 NU0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0895_STAMPING: A 98 1960
 NU0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0895+STABILITY: SURFACE MOTION
 NU0895
 NU0895  HISTORY     - Date     Condition        Report By
 NU0895  HISTORY     - 1960     MONUMENTED       CGS
 NU0895  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0895
 NU0895                          STATION DESCRIPTION
 NU0895
 NU0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0895'5.5 MI SW FROM MASSACRE ROCKS.
 NU0895'5.5 MILES SOUTHWEST ON U.S. HIGHWAY 30N FROM THE MASSACRE ROCKS CAFE
 NU0895'AND MOTEL, 93 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 16 FEET
 NU0895'WEST OF THE ENTRANCE TO A FARMYARD, 6.4 FEET SOUTH OF A FENCE LINE,
 NU0895'3.6 FEET WEST OF A POWER POLE, 2.4 FEET EAST OF A METAL WITNESS POST
 NU0895'WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES.
 NU0895
 NU0895                          STATION RECOVERY (1983)
 NU0895
 NU0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0895'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0852 ***********************************************************************
 NU0852  DESIGNATION -  A 99
 NU0852  PID         -  NU0852
 NU0852  STATE/COUNTY-  ID/CASSIA
 NU0852  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU0852
 NU0852                         *CURRENT SURVEY CONTROL
 NU0852  ___________________________________________________________________
 NU0852* NAD 83(1986)-  42 35 22.     (N)    113 13 20.     (W)     SCALED    
 NU0852* NAVD 88     -      1299.509  (meters)    4263.47   (feet)  ADJUSTED  
 NU0852  ___________________________________________________________________
 NU0852  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 NU0852  DYNAMIC HT  -        1298.757 (meters)    4261.01  (feet)  COMP
 NU0852  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 NU0852
 NU0852  VERT ORDER  -  SECOND    CLASS 0
 NU0852
 NU0852.The horizontal coordinates were scaled from a topographic map and have
 NU0852.an estimated accuracy of +/- 6 seconds.
 NU0852
 NU0852.The orthometric height was determined by differential leveling
 NU0852.and adjusted by the National Geodetic Survey in June 1991..
 NU0852
 NU0852.The geoid height was determined by GEOID03.
 NU0852
 NU0852.The dynamic height is computed by dividing the NAVD 88
 NU0852.geopotential number by the normal gravity value computed on the
 NU0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0852.degrees latitude (g = 980.6199 gals.).
 NU0852
 NU0852.The modeled gravity was interpolated from observed gravity values.
 NU0852
 NU0852;                    North         East    Units  Estimated Accuracy
 NU0852;SPC ID C     -   102,790.      563,840.      MT  (+/- 180 meters Scaled)
 NU0852
 NU0852                          SUPERSEDED SURVEY CONTROL
 NU0852
 NU0852  NGVD 29 (??/??/92) 1298.518  (m)         4260.22   (f) ADJ UNCH    2 0
 NU0852
 NU0852.Superseded values are not recommended for survey control.
 NU0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0852.See file dsdata.txt to determine how the superseded data were derived.
 NU0852
 NU0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN176176(NAD 83)
 NU0852_MARKER: DB = BENCH MARK DISK
 NU0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0852_STAMPING: A 99 1960
 NU0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0852+STABILITY: SURFACE MOTION
 NU0852
 NU0852  HISTORY     - Date     Condition        Report By
 NU0852  HISTORY     - 1960     MONUMENTED       CGS
 NU0852  HISTORY     - 1980     MARK NOT FOUND   USGS
 NU0852
 NU0852                          STATION DESCRIPTION
 NU0852
 NU0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0852'1 MI E FROM RAFT RIVER.
 NU0852'0.5 MILE EASTWARD ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15) FROM
 NU0852'THE BRIDGE OVER THE RAFT RIVER TO AN OVERPASS, THENCE SOUTH ALONG A
 NU0852'GRAVEL 0.7 MILES, A T-ROAD INTERSECTION, 85 FEET SOUTHEAST FROM THE
 NU0852'CENTER OF THE JUNCTION, 45 FEET EAST FROM THE CENTER LINE OF THE ROAD,
 NU0852'2 FEET WEST FROM A FENCE CORNER POST, 1.5 FEET SOUTH OF A METAL
 NU0852'WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 NU0852'6-INCHES ABOVE GROUND., AND 2 FEET HIGHER THAN THE ROAD.
 NU0852
 NU0852                          STATION RECOVERY (1980)
 NU0852
 NU0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NU0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0739 ***********************************************************************
 NU0739  DESIGNATION -  A F AIRPORT
 NU0739  PID         -  NU0739
 NU0739  STATE/COUNTY-  ID/POWER
 NU0739  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0739
 NU0739                         *CURRENT SURVEY CONTROL
 NU0739  ___________________________________________________________________
 NU0739* NAD 83(1999)-  42 47 48.10010(N)    112 49 29.55455(W)     ADJUSTED  
 NU0739* NAVD 88     -      1348.232  (meters)    4423.32   (feet)  ADJUSTED  
 NU0739  ___________________________________________________________________
 NU0739  X           -  -1,818,668.213 (meters)                     COMP
 NU0739  Y           -  -4,321,187.933 (meters)                     COMP
 NU0739  Z           -   4,311,863.492 (meters)                     COMP
 NU0739  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 NU0739  ELLIP HEIGHT-        1334.88  (meters)          (06/13/02) GPS OBS
 NU0739  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NU0739  DYNAMIC HT  -        1347.476 (meters)    4420.84  (feet)  COMP
 NU0739  MODELED GRAV-     980,012.9   (mgal)                       NAVD 88
 NU0739
 NU0739  HORZ ORDER  -  THIRD
 NU0739  VERT ORDER  -  SECOND    CLASS 0
 NU0739  ELLP ORDER  -  FIFTH     CLASS II
 NU0739
 NU0739.The horizontal coordinates were established by GPS observations
 NU0739.and adjusted by the National Geodetic Survey in June 2002..
 NU0739.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NU0739.DATUM ITEM on the data sheet items page.
 NU0739
 NU0739.The orthometric height was determined by differential leveling
 NU0739.and adjusted by the National Geodetic Survey in June 1991..
 NU0739
 NU0739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NU0739
 NU0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0739
 NU0739.The ellipsoidal height was determined by GPS observations
 NU0739.and is referenced to NAD 83.
 NU0739
 NU0739.The geoid height was determined by GEOID03.
 NU0739
 NU0739.The dynamic height is computed by dividing the NAVD 88
 NU0739.geopotential number by the normal gravity value computed on the
 NU0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0739.degrees latitude (g = 980.6199 gals.).
 NU0739
 NU0739.The modeled gravity was interpolated from observed gravity values.
 NU0739
 NU0739;                    North         East     Units Scale Factor Converg.
 NU0739;SPC ID E     -   125,724.514   146,155.080   MT  0.99998302   -0 26 49.9
 NU0739;UTM  12      - 4,739,853.383   350,765.897   MT  0.99987399   -1 14 24.2
 NU0739
 NU0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0739!SPC ID E     -   0.99979070  x   0.99998302  =   0.99977372
 NU0739!UTM  12      -   0.99979070  x   0.99987399  =   0.99966471
 NU0739
 NU0739|---------------------------------------------------------------------|
 NU0739| PID    Reference Object                     Distance      Geod. Az  |
 NU0739|                                                           dddmmss.s |
 NU0739| NU0740 A F AIRPORT RM 1                      8.815 METERS 17259     |
 NU0739| NU1832 FAA U01 A                            27.587 METERS 22909     |
 NU0739| NU0743 A F AIRPORT AZ MK                                  2342237.7 |
 NU0739| CM4156 A F AIRPORT RM 2                      9.272 METERS 25756     |
 NU0739| NU1640 AMERICAN FALLS UP RR WATER TK       APPROX. 2.1 KM 2693245.1 |
 NU0739|---------------------------------------------------------------------|
 NU0739
 NU0739                          SUPERSEDED SURVEY CONTROL
 NU0739
 NU0739  NAD 83(1992)-  42 47 48.09921(N)    112 49 29.55289(W) AD(       ) 3
 NU0739  ELLIP H (10/07/92) 1334.96   (m)                       GP(       ) 5 2
 NU0739  NAD 83(1992)-  42 47 48.09993(N)    112 49 29.54924(W) AD(       ) 2
 NU0739  NAD 83(1986)-  42 47 48.09520(N)    112 49 29.53824(W) AD(       ) 2
 NU0739  NAD 27      -  42 47 48.41400(N)    112 49 26.56200(W) AD(       ) 2
 NU0739  NGVD 29 (??/??/92) 1347.222  (m)         4420.01   (f) ADJ UNCH    2 0
 NU0739
 NU0739.Superseded values are not recommended for survey control.
 NU0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0739.See file dsdata.txt to determine how the superseded data were derived.
 NU0739
 NU0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5076639853(NAD 83)
 NU0739_MARKER: DS = TRIANGULATION STATION DISK
 NU0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0739_SP_SET: CONCRETE POST
 NU0739_STAMPING: A.F. AIRPORT 1950
 NU0739_MARK LOGO: CGS   
 NU0739_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0739+STABILITY: SURFACE MOTION
 NU0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0739+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1990
 NU0739
 NU0739  HISTORY     - Date     Condition        Report By
 NU0739  HISTORY     - 1950     MONUMENTED       CGS
 NU0739  HISTORY     - 1958     GOOD             CGS
 NU0739  HISTORY     - 1960     GOOD             CGS
 NU0739  HISTORY     - 1960     GOOD             NGS
 NU0739  HISTORY     - 1983     POOR             NGS
 NU0739  HISTORY     - 19901026 GOOD             NGS
 NU0739
 NU0739                          STATION DESCRIPTION
 NU0739
 NU0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU0739'STATION IS LOCATED, AIRLINE, ABOUT 2 MILES NORTHEAST OF AMERICAN
 NU0739'FALLS, ON THE WEST SIDE OF U.S. HIGHWAY 30N AND AT THE AMERICAN
 NU0739'FALLS AIRPORT.
 NU0739'
 NU0739'STATION MARK, STAMPED A.F. AIRPORT 1950, IS A STANDARD DISK SET
 NU0739'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 NU0739'INCHES.  IT IS 17.6 FEET NORTHEAST OF THE PIPE HOLDING THE
 NU0739'WIND GUAGE AND ABOUT 600 FEET NORTHEAST OF THE HANGER.
 NU0739'
 NU0739'REFERENCE MARK NUMBER 1, STAMPED A.F. AIRPORT NO 1 1950, IS A
 NU0739'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 NU0739'THAT PROJECTS 3 INCHES AND IS AT THE SAME ELEVATION AS THE STATION
 NU0739'MARK.
 NU0739'
 NU0739'REFERENCE MARK NUMBER 2, STAMPED A.F. AIRPORT NO 2 1950, IS A
 NU0739'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 NU0739'PROJECTS 3 INCHES AND IS AT THE SAME ELEVATION AS THE STATION MARK.
 NU0739'
 NU0739'AZIMUTH MARK, STAMPED A.F. AIRPORT 1950, IS A STANDARD DISK
 NU0739'CEMENTED IN A DRILL HOLE IN THE NORTH SIDE OF A CONCRETE POST
 NU0739'18 INCHES IN DIAMETER THAT IS THE FOUNDATION OF A TALL SIGN
 NU0739'SAGE BRUSH CAFE.  IT IS 30 FEET NORTH OF THE SAGE BRUSH CAFE AND
 NU0739'48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  TO REACH FROM
 NU0739'THE STATION, GO SOUTHWEST ON U.S. HIGHWAY 30N FOR 0.7 MILE TO
 NU0739'THE CAFE AND THE AZIMUTH MARK.
 NU0739'
 NU0739'THE STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 NU0739'HIGHWAY 30N AND STATE HIGHWAY 39 IN AMERICAN FALLS, GO NORTHEAST
 NU0739'ON U.S. HIGHWAY 30N FOR 1.8 MILES.  TURN LEFT INTO THE AIRPORT,
 NU0739'THEN RIGHT FOR 0.1 MILE TO THE WIND GAUGE AND THE STATION.
 NU0739
 NU0739                          STATION RECOVERY (1958)
 NU0739
 NU0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NU0739'STATION, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  REFERENCE
 NU0739'MARK NO. 1 RECOVERED IN FAIR CONDITION, DISK HAS BEEN SLIGHTLY
 NU0739'MUTILATED.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED, MARK FOUND
 NU0739'PARTIALLY BURIED AND LYING IN A HORIZONTAL POSITION.  AZIMUTH
 NU0739'MARK CANNOT BE SEEN FROM STATION AS LINE IS OBSTRUCTED.
 NU0739'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR INFORMATION NOTED
 NU0739'ABOVE.
 NU0739
 NU0739                          STATION RECOVERY (1960)
 NU0739
 NU0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0739'THE STATION MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 NU0739'REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED.  THE AZIMUTH MARK
 NU0739'WAS RECOVERED BUT THE LINE IS NOW BLOCKED BY CONSTRUCTION.
 NU0739'
 NU0739'REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED.  THE MARK, STAMPED
 NU0739'A.F. AIRPORT NO 3 1950, IS A STANDARD DISK SET IN A CONCRETE
 NU0739'POST ABOUT 18 INCHES BELOW THE GROUND SURFACE.  IT IS 22 FEET
 NU0739'NORTH OF A WIND GAUGE AND 4 FEET NORTHWEST OF A METAL WITNESS
 NU0739'POST WITH SIGN.
 NU0739'
 NU0739'NOTE--SEE DESCRIPTION OF STATION A.F. AIRPORT R.M. 3 1950.
 NU0739
 NU0739                          STATION RECOVERY (1960)
 NU0739
 NU0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0739'2.4 MI NE FROM AMERICAN FALLS.
 NU0739'AT THE AMERICAN FALLS AIRPORT, NEAR THE ENTRANCE AND CARETAKERS
 NU0739'QUARTERS, 17.6 FEET NORTHEAST FROM THE PIPE HOLDING THE WIND GAUGE,
 NU0739'SET IN A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND, 3 FEET
 NU0739'SOUTH FROM A WITNESS POST.
 NU0739
 NU0739                          STATION RECOVERY (1983)
 NU0739
 NU0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0739'RECOVERED IN POOR CONDITION.  HAS BEEN HIT BY FARM EQUIPMENT.  NOT
 NU0739'LEVELED TO.
 NU0739
 NU0739                          STATION RECOVERY (1990)
 NU0739
 NU0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NU0739'STATION IS LOCATED ABOUT 3 KM (1.9 MI) NORTHEAST OF AMERICAN FALLS, AT
 NU0739'THE MUNICIPAL AIRPORT, IN A FALLOW CULTIVATED FIELD ALONG THE
 NU0739'SOUTHEAST SIDE OF THE SOUTHEAST TAXI, ABOUT 200 M (656.2 FT)
 NU0739'NORTHEAST OF THE PILOTS LOUNGE (ATTACHED TO AN OLD HANGAR).
 NU0739'OWNERSHIP--CITY OF AMERICAN FALLS, C/O CITY MANAGER DAN NEU, 565
 NU0739'FILLMORE STREET, AMERICAN FALLS, ID 83211.  PHONE NUMBER
 NU0739'208-226-2580.
 NU0739'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 86 AND STATE HIGHWAY
 NU0739'39 (EXIT 40), ABOUT 3 KM (1.9 MI) NORTHEAST OF AMERICAN FALLS, GO
 NU0739'SOUTHWEST ON HIGHWAY 39 FOR 0.47 KM (0.29 MI) TO A PAVED ROAD RIGHT.
 NU0739'TURN RIGHT, NORTH, ON FAIRGROUNDS ROAD FOR 40 M (131.2 FT) TO A PAVED
 NU0739'ROAD RIGHT.  TURN RIGHT, NORTHEAST, ON AIRPORT ROAD FOR 0.71 KM
 NU0739'(0.44 MI) TO A PAVED ROAD LEFT BETWEEN A HOUSE AND A HANGAR.  TURN
 NU0739'LEFT, NORTHWEST, FOR 30 M (98.4 FT) TO A GRAVEL LANE LEFT AT REAR OF
 NU0739'HANGAR.  TURN LEFT, THEN RIGHT, AROUND HANGAR FOR 0.07 KM (0.04 MI)
 NU0739'TO THE APRON AND TAXI.  TURN RIGHT, NORTHEAST, ON TAXI FOR 0.16 KM
 NU0739'(0.10 MI) TO THE END OF THE APRON ON THE RIGHT.  CONTINUE AHEAD FOR
 NU0739'40 M (131.2 FT) TO THE STATION ON THE RIGHT.
 NU0739'STATION MARK IS SET IN THE TOP OF A SCARRED 25-CM SQUARE CONCRETE POST
 NU0739'RECESSED 15 CM BELOW GROUND.  IT IS 16.8 M (55.1 FT) SOUTHEAST OF THE
 NU0739'TAXI CENTER, 0.4 M (1.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST
 NU0739'FACING SOUTHWEST, 2.1 M (6.9 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 NU0739'POST FACING NORTHWEST, 27.6 M (90.6 FT) NORTHEAST OF STATION FAA U01
 NU0739'A, 39.5 M (129.6 FT) NORTHEAST OF THE EDGE OF THE APRON, AND 83.6 M
 NU0739'(274.3 FT) SOUTHWEST OF THE EXTENDED CENTER OF A TAXI-RUNWAY
 NU0739'CONNECTOR.
 NU0739'NOTE--STATION IS ALSO A BENCH MARK.
 NU0739'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0740 ***********************************************************************
 NU0740  DESIGNATION -  A F AIRPORT RM 1
 NU0740  PID         -  NU0740
 NU0740  STATE/COUNTY-  ID/POWER
 NU0740  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0740
 NU0740                         *CURRENT SURVEY CONTROL
 NU0740  ___________________________________________________________________
 NU0740* NAD 83(1986)-  42 47 48.     (N)    112 49 29.     (W)     SCALED    
 NU0740* NAVD 88     -      1348.306  (meters)    4423.57   (feet)  ADJUSTED  
 NU0740  ___________________________________________________________________
 NU0740  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NU0740  DYNAMIC HT  -        1347.549 (meters)    4421.08  (feet)  COMP
 NU0740  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 NU0740
 NU0740  VERT ORDER  -  SECOND    CLASS 0
 NU0740
 NU0740.The horizontal coordinates were scaled from a topographic map and have
 NU0740.an estimated accuracy of +/- 6 seconds.
 NU0740
 NU0740.The orthometric height was determined by differential leveling
 NU0740.and adjusted by the National Geodetic Survey in June 1991..
 NU0740
 NU0740.The geoid height was determined by GEOID03.
 NU0740
 NU0740.The dynamic height is computed by dividing the NAVD 88
 NU0740.geopotential number by the normal gravity value computed on the
 NU0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0740.degrees latitude (g = 980.6199 gals.).
 NU0740
 NU0740.The modeled gravity was interpolated from observed gravity values.
 NU0740
 NU0740;                    North         East    Units  Estimated Accuracy
 NU0740;SPC ID E     -   125,720.      146,170.      MT  (+/- 180 meters Scaled)
 NU0740
 NU0740                          SUPERSEDED SURVEY CONTROL
 NU0740
 NU0740  NGVD 29 (??/??/92) 1347.295  (m)         4420.25   (f) ADJ UNCH    2 0
 NU0740
 NU0740.Superseded values are not recommended for survey control.
 NU0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0740.See file dsdata.txt to determine how the superseded data were derived.
 NU0740
 NU0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN507398(NAD 83)
 NU0740_MARKER: DR = REFERENCE MARK DISK
 NU0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0740_STAMPING: A.F.A. NO. 1 1950
 NU0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0740+STABILITY: SURFACE MOTION
 NU0740
 NU0740  HISTORY     - Date     Condition        Report By
 NU0740  HISTORY     - 1950     MONUMENTED       CGS
 NU0740  HISTORY     - 1958     GOOD             NGS
 NU0740  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0740
 NU0740                          STATION DESCRIPTION
 NU0740
 NU0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0740'1.85 MI NE FROM AMERICAN FALLS.
 NU0740'1.75 MILES NORTHEAST ALONG U.S. HIGHWAY 30 NORTH FROM THE POST OFFICE
 NU0740'AT AMERICAN FALLS, AT THE AMERICAN FALLS AIRPORT, 0.1 MILE NORTHEAST
 NU0740'ALONG THE NORTHEAST-SOUTHWEST DIRT RUNWAY FROM THE ENTRANCE ROAD, IN A
 NU0740'FIELD, 28.919 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION A.F.
 NU0740'AIRPORT, 17.4 FEET SOUTHEAST OF A PIPE SUPPORTING A WIND VANE, LEVEL
 NU0740'WITH THE STATION, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 NU0740'GROUND.
 NU0740
 NU0740                          STATION RECOVERY (1983)
 NU0740
 NU0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0740'EVIDENCE WAS FOUND THAT THIS MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0742 ***********************************************************************
 NU0742  DESIGNATION -  A F AIRPORT RM 3
 NU0742  PID         -  NU0742
 NU0742  STATE/COUNTY-  ID/POWER
 NU0742  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0742
 NU0742                         *CURRENT SURVEY CONTROL
 NU0742  ___________________________________________________________________
 NU0742* NAD 83(1992)-  42 47 48.15521(N)    112 49 29.59371(W)     ADJUSTED  
 NU0742* NAVD 88     -      1347.706  (meters)    4421.60   (feet)  ADJUSTED  
 NU0742  ___________________________________________________________________
 NU0742  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 NU0742  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NU0742  DYNAMIC HT  -        1346.951 (meters)    4419.12  (feet)  COMP
 NU0742  MODELED GRAV-     980,012.9   (mgal)                       NAVD 88
 NU0742
 NU0742  HORZ ORDER  -  SECOND
 NU0742  VERT ORDER  -  SECOND    CLASS 0
 NU0742
 NU0742.The horizontal coordinates were established by classical geodetic methods
 NU0742.and adjusted by the National Geodetic Survey in October 1992..
 NU0742
 NU0742.The orthometric height was determined by differential leveling
 NU0742.and adjusted by the National Geodetic Survey in June 1991..
 NU0742
 NU0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0742
 NU0742.The geoid height was determined by GEOID03.
 NU0742
 NU0742.The dynamic height is computed by dividing the NAVD 88
 NU0742.geopotential number by the normal gravity value computed on the
 NU0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0742.degrees latitude (g = 980.6199 gals.).
 NU0742
 NU0742.The modeled gravity was interpolated from observed gravity values.
 NU0742
 NU0742;                    North         East     Units Scale Factor Converg.
 NU0742;SPC ID E     -   125,726.222   146,154.203   MT  0.99998303   -0 26 49.9
 NU0742;UTM  12      - 4,739,855.103   350,765.045   MT  0.99987400   -1 14 24.2
 NU0742
 NU0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0742!SPC ID E     -   0.99979079  x   0.99998303  =   0.99977382
 NU0742!UTM  12      -   0.99979079  x   0.99987400  =   0.99966481
 NU0742
 NU0742:                Primary Azimuth Mark                     Grid Az
 NU0742:SPC ID E     -  IDA 15 W 17 AZ MK                        056 28 20.3
 NU0742:UTM  12      -  IDA 15 W 17 AZ MK                        057 15 54.6
 NU0742
 NU0742|---------------------------------------------------------------------|
 NU0742| PID    Reference Object                     Distance      Geod. Az  |
 NU0742|                                                           dddmmss.s |
 NU0742| NU0738 IDA 15 W 17 AZ MK                   APPROX. 1.5 KM 0560130.4 |
 NU0742|---------------------------------------------------------------------|
 NU0742
 NU0742                          SUPERSEDED SURVEY CONTROL
 NU0742
 NU0742  NAD 83(1992)-  42 47 48.15783(N)    112 49 29.59145(W) AD(       ) 2
 NU0742  NAD 83(1986)-  42 47 48.15313(N)    112 49 29.58047(W) AD(       ) 2
 NU0742  NAD 27      -  42 47 48.47240(N)    112 49 26.60420(W) AD(       ) 2
 NU0742  NGVD 29 (??/??/92) 1346.696  (m)         4418.29   (f) ADJ UNCH    2 0
 NU0742
 NU0742.Superseded values are not recommended for survey control.
 NU0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0742.See file dsdata.txt to determine how the superseded data were derived.
 NU0742
 NU0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5076539855(NAD 83)
 NU0742_MARKER: DR = REFERENCE MARK DISK
 NU0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0742_STAMPING: A F AIRPORT 1950 RM 3
 NU0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0742+STABILITY: SURFACE MOTION
 NU0742
 NU0742  HISTORY     - Date     Condition        Report By
 NU0742  HISTORY     - 1960     MONUMENTED       CGS
 NU0742  HISTORY     - 1960     GOOD             NGS
 NU0742  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0742
 NU0742                          STATION DESCRIPTION
 NU0742
 NU0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0742'THE STATION IS LOCATED AT THE AMERICAN FALLS AIRPORT, AT THE SITE
 NU0742'OF A.F. AIRPORT 1950.  REFERENCE MARKS TO THE OLD STATION WERE
 NU0742'DESTROYED, AND THE AZIMUTH MARK WAS BLOCKED BY CONSTRUCTION.
 NU0742'
 NU0742'TO REACH THE STATION FROM THE ENTRANCE TO THE AIRPORT, PASS THROUGH
 NU0742'THE MAIN GATE AND TURN RIGHT, PAST THE CARETAKERS HOUSE AND
 NU0742'FOLLOW A DIM TRACK ROAD 0.1 MILE TO A WIND GAUGE AND THE STATION
 NU0742'
 NU0742'THE STATION MARK IS A REFERENCE DISK STAMPED A.F. AIRPORT NO 3
 NU0742'1950, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH IS 18
 NU0742'INCHES BELOW GROUND LEVEL.  MARK IS 4 FEET NORTHWST OF A WITNESS
 NU0742'POST, AND 22 FEET NORTH OF A WIND GAUGE.
 NU0742'
 NU0742'THE 1950 STATION MARK IS A STANDARD DISK STAMPED A.F. AIRPORT 1950,
 NU0742'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, FLUSH WITH
 NU0742'GROUND LEVEL.  MARK IS 3 FEET SOUTH OF A WITNESS POST, AND 17-1/2
 NU0742'FEET NORTH OF A WIND GAUGE.
 NU0742'
 NU0742'TO REACH THE AZIMUTH MARK FROM THE AMERICAN FALLS OVERPASS JUST
 NU0742'NORTHEAST OF AMERICAN FALLS, GO NORTHEAST ON U.S. HIGHWAY 30N
 NU0742'FOR 1.2 MILES TO THE MARK ON THE LEFT.  MARK IS THE AZIMUTH
 NU0742'MARK FOR IDA 15W 17, AND IS CEMENTED IN A DRILL HOLE IN THE EAST
 NU0742'EDGE OF THE EAST BOUND TRAFFIC LANE BRIDGE.  MARK IS 21 FEET
 NU0742'NORTH OF THE APPROXIMATE CENTER LINE OF THE EAST BOUND TRAFFIC
 NU0742'LANE.
 NU0742
 NU0742                          STATION RECOVERY (1960)
 NU0742
 NU0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0742'2.4 MI NE FROM AMERICAN FALLS.
 NU0742'AT THE AMERICAN FALLS AIRPORT, NEAR THE ENTRANCE AND CARETAKERS
 NU0742'QUARTERS, 22 FEET NORTH FROM THE PIPE HOLDING THE WIND GAUGE, 4 FEET
 NU0742'NORTHWEST FROM A WITNESS POST, SET IN A 12-INCH SQUARE CONCRETE POST
 NU0742'18 INCHES BELOW THE SURFACE OF THE GROUND.  REFERENCE MARK IS 6.66
 NU0742'FEET FROM THE BENCH MARK, SOUTH SOUTHEAST.
 NU0742
 NU0742                          STATION RECOVERY (1983)
 NU0742
 NU0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0742'NOT RECOVERED.  OLD DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0257 ***********************************************************************
 OX0257  DESIGNATION -  A P 1
 OX0257  PID         -  OX0257
 OX0257  STATE/COUNTY-  ID/TETON
 OX0257  USGS QUAD   -  DRIGGS (1978)
 OX0257
 OX0257                         *CURRENT SURVEY CONTROL
 OX0257  ___________________________________________________________________
 OX0257* NAD 83(1986)-  43 44 02.     (N)    111 06 39.     (W)     SCALED    
 OX0257* NAVD 88     -      1867.977  (meters)    6128.52   (feet)  POSTED    
 OX0257  ___________________________________________________________________
 OX0257  GEOID HEIGHT-          -9.80  (meters)                     GEOID03
 OX0257  DYNAMIC HT  -        1866.810 (meters)    6124.69  (feet)  COMP
 OX0257  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 OX0257
 OX0257  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OX0257
 OX0257.This mark is at Driggs Airport (U59)
 OX0257
 OX0257.The horizontal coordinates were scaled from a topographic map and have
 OX0257.an estimated accuracy of +/- 6 seconds.
 OX0257
 OX0257.The orthometric height was determined by differential leveling
 OX0257.and adjusted by the National Geodetic Survey in 1992..
 OX0257.No vertical observational check was made to the station.
 OX0257.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OX0257.was located on a no-check spur therefore a value was not computed.
 OX0257
 OX0257.The geoid height was determined by GEOID03.
 OX0257
 OX0257.The dynamic height is computed by dividing the NAVD 88
 OX0257.geopotential number by the normal gravity value computed on the
 OX0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0257.degrees latitude (g = 980.6199 gals.).
 OX0257
 OX0257.The modeled gravity was interpolated from observed gravity values.
 OX0257
 OX0257;                    North         East    Units  Estimated Accuracy
 OX0257;SPC ID E     -   230,170.      285,060.      MT  (+/- 180 meters Scaled)
 OX0257
 OX0257                          SUPERSEDED SURVEY CONTROL
 OX0257
 OX0257  NGVD 29 (??/??/92) 1866.721  (m)         6124.40   (f) ADJ UNCH    2 0
 OX0257
 OX0257.Superseded values are not recommended for survey control.
 OX0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0257.See file dsdata.txt to determine how the superseded data were derived.
 OX0257
 OX0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP910423(NAD 83)
 OX0257_MARKER: DD = SURVEY DISK
 OX0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0257_STAMPING: A P 1
 OX0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0257+STABILITY: SURFACE MOTION
 OX0257
 OX0257  HISTORY     - Date     Condition        Report By
 OX0257  HISTORY     - UNK      MONUMENTED       IDPWD
 OX0257  HISTORY     - 1951     GOOD             NGS
 OX0257
 OX0257                          STATION DESCRIPTION
 OX0257
 OX0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0257'0.7 MI N FROM DRIGGS.
 OX0257'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 OX0257'AT DRIGGS, AT THE SOUTHWEST CORNER OF THE TETON PEAKS AIRPORT, AT THE
 OX0257'JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST, AT A T IN A FENCE, 63
 OX0257'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 52 1/2 FEET EAST OF
 OX0257'THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF A 6 BY 6 INCH CONCRETE
 OX0257'POST PAINTED WHITE AND STENCILED FAP 149-E FAP 149-F, AND ABOUT LEVEL
 OX0257'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 OX0257'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0256 ***********************************************************************
 OX0256  DESIGNATION -  A P 2
 OX0256  PID         -  OX0256
 OX0256  STATE/COUNTY-  ID/TETON
 OX0256  USGS QUAD   -  DRIGGS (1978)
 OX0256
 OX0256                         *CURRENT SURVEY CONTROL
 OX0256  ___________________________________________________________________
 OX0256* NAD 83(1986)-  43 44 02.     (N)    111 06 39.     (W)     SCALED    
 OX0256* NAVD 88     -      1867.473  (meters)    6126.87   (feet)  POSTED    
 OX0256  ___________________________________________________________________
 OX0256  GEOID HEIGHT-          -9.80  (meters)                     GEOID03
 OX0256  DYNAMIC HT  -        1866.310 (meters)    6123.05  (feet)  COMP
 OX0256  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 OX0256
 OX0256  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OX0256
 OX0256.The horizontal coordinates were scaled from a topographic map and have
 OX0256.an estimated accuracy of +/- 6 seconds.
 OX0256
 OX0256.The orthometric height was determined by differential leveling
 OX0256.and adjusted by the National Geodetic Survey in 1992..
 OX0256.No vertical observational check was made to the station.
 OX0256.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OX0256.was located on a no-check spur therefore a value was not computed.
 OX0256
 OX0256.The geoid height was determined by GEOID03.
 OX0256
 OX0256.The dynamic height is computed by dividing the NAVD 88
 OX0256.geopotential number by the normal gravity value computed on the
 OX0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0256.degrees latitude (g = 980.6199 gals.).
 OX0256
 OX0256.The modeled gravity was interpolated from observed gravity values.
 OX0256
 OX0256;                    North         East    Units  Estimated Accuracy
 OX0256;SPC ID E     -   230,170.      285,060.      MT  (+/- 180 meters Scaled)
 OX0256
 OX0256                          SUPERSEDED SURVEY CONTROL
 OX0256
 OX0256  NGVD 29 (??/??/92) 1866.217  (m)         6122.75   (f) ADJ UNCH    2 0
 OX0256
 OX0256.Superseded values are not recommended for survey control.
 OX0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0256.See file dsdata.txt to determine how the superseded data were derived.
 OX0256
 OX0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP910423(NAD 83)
 OX0256_MARKER: DD = SURVEY DISK
 OX0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0256_STAMPING: A P 2
 OX0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0256+STABILITY: SURFACE MOTION
 OX0256
 OX0256  HISTORY     - Date     Condition        Report By
 OX0256  HISTORY     - UNK      MONUMENTED       IDPWD
 OX0256  HISTORY     - 1951     GOOD             NGS
 OX0256
 OX0256                          STATION DESCRIPTION
 OX0256
 OX0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0256'0.7 MI N FROM DRIGGS.
 OX0256'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 20 FROM THE COUNTY COURTHOUSE
 OX0256'AT DRIGGS, ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF THE TETON
 OX0256'PEAKS AIRPORT, AT A T IN A FENCE LINE, AT THE NORTHEAST CORNER OF A
 OX0256'SMALL CORRAL, 52 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.1
 OX0256'FEET NORTH OF A T IN A FENCE LINE, AND ABOUT LEVEL WITH THE HIGHWAY,
 OX0256'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 OX0256'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0954 ***********************************************************************
 NU0954  DESIGNATION -  AA
 NU0954  PID         -  NU0954
 NU0954  STATE/COUNTY-  ID/CASSIA
 NU0954  USGS QUAD   -  MALTA NE (1978)
 NU0954
 NU0954                         *CURRENT SURVEY CONTROL
 NU0954  ___________________________________________________________________
 NU0954* NAD 83(1986)-  42 22 37.     (N)    113 22 20.     (W)     SCALED    
 NU0954* NAVD 88     -      1351.397  (meters)    4433.71   (feet)  ADJUSTED  
 NU0954  ___________________________________________________________________
 NU0954  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 NU0954  DYNAMIC HT  -        1350.557 (meters)    4430.95  (feet)  COMP
 NU0954  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 NU0954
 NU0954  VERT ORDER  -  FIRST     CLASS II
 NU0954
 NU0954.The horizontal coordinates were scaled from a topographic map and have
 NU0954.an estimated accuracy of +/- 6 seconds.
 NU0954
 NU0954.The orthometric height was determined by differential leveling
 NU0954.and adjusted by the National Geodetic Survey in June 1991..
 NU0954
 NU0954.The geoid height was determined by GEOID03.
 NU0954
 NU0954.The dynamic height is computed by dividing the NAVD 88
 NU0954.geopotential number by the normal gravity value computed on the
 NU0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0954.degrees latitude (g = 980.6199 gals.).
 NU0954
 NU0954.The modeled gravity was interpolated from observed gravity values.
 NU0954
 NU0954;                    North         East    Units  Estimated Accuracy
 NU0954;SPC ID C     -    79,080.      551,700.      MT  (+/- 180 meters Scaled)
 NU0954
 NU0954                          SUPERSEDED SURVEY CONTROL
 NU0954
 NU0954  NGVD 29 (??/??/92) 1350.376  (m)         4430.36   (f) ADJ UNCH    1 2
 NU0954
 NU0954.Superseded values are not recommended for survey control.
 NU0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0954.See file dsdata.txt to determine how the superseded data were derived.
 NU0954
 NU0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM046943(NAD 83)
 NU0954_MARKER: DD = SURVEY DISK
 NU0954_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU0954_SP_SET: PREFAB CONC. POST IN EARTH
 NU0954_STAMPING: AA
 NU0954_MARK LOGO: IDPWD 
 NU0954_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0954
 NU0954  HISTORY     - Date     Condition        Report By
 NU0954  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0954  HISTORY     - 1958     GOOD             NGS
 NU0954  HISTORY     - 19741209 GOOD             USGS
 NU0954
 NU0954                          STATION DESCRIPTION
 NU0954
 NU0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0954'4.8 MI N FROM MALTA.
 NU0954'4.8 MILES NORTH ALONG U.S. HIGHWAY 30 SOUTH FROM THE POST OFFICE AT
 NU0954'MALTA, 0.15 MILE SOUTHEAST OF THE INTERSECTION OF DRIVEWAYS LEADING
 NU0954'EAST AND WEST TO FARMS, AT THE NORTH END OF A LONG CURVE, 49 FEET
 NU0954'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET LOWER THAN THE
 NU0954'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 NU0954'ABOVE THE GROUND.
 NU0954
 NU0954                          STATION RECOVERY (1974)
 NU0954
 NU0954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0657 ***********************************************************************
 SV0657  DESIGNATION -  AA 285 IDDT
 SV0657  PID         -  SV0657
 SV0657  STATE/COUNTY-  ID/KOOTENAI
 SV0657  USGS QUAD   -  LIBERTY LAKE (1973)
 SV0657
 SV0657                         *CURRENT SURVEY CONTROL
 SV0657  ___________________________________________________________________
 SV0657* NAD 83(1986)-  47 44 09.     (N)    117 02 30.     (W)     SCALED    
 SV0657* NAVD 88     -       648.520  (meters)    2127.69   (feet)  ADJUSTED  
 SV0657  ___________________________________________________________________
 SV0657  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 SV0657  DYNAMIC HT  -         648.558 (meters)    2127.81  (feet)  COMP
 SV0657  MODELED GRAV-     980,649.9   (mgal)                       NAVD 88
 SV0657
 SV0657  VERT ORDER  -  FIRST     CLASS II
 SV0657
 SV0657.The horizontal coordinates were scaled from a topographic map and have
 SV0657.an estimated accuracy of +/- 6 seconds.
 SV0657
 SV0657.The orthometric height was determined by differential leveling
 SV0657.and adjusted by the National Geodetic Survey in June 1991..
 SV0657
 SV0657.The geoid height was determined by GEOID03.
 SV0657
 SV0657.The dynamic height is computed by dividing the NAVD 88
 SV0657.geopotential number by the normal gravity value computed on the
 SV0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0657.degrees latitude (g = 980.6199 gals.).
 SV0657
 SV0657.The modeled gravity was interpolated from observed gravity values.
 SV0657
 SV0657;                    North         East    Units  Estimated Accuracy
 SV0657;SPC ID W     -   675,210.      703,130.      MT  (+/- 180 meters Scaled)
 SV0657
 SV0657                          SUPERSEDED SURVEY CONTROL
 SV0657
 SV0657  NGVD 29 (??/??/92)  647.352  (m)         2123.85   (f) ADJ UNCH    1 2
 SV0657
 SV0657.Superseded values are not recommended for survey control.
 SV0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0657.See file dsdata.txt to determine how the superseded data were derived.
 SV0657
 SV0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN968869(NAD 83)
 SV0657_MARKER: DD = SURVEY DISK
 SV0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0657_STAMPING: AA 285 P.C. 1+30.6 40.00
 SV0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0657+STABILITY: SURFACE MOTION
 SV0657
 SV0657  HISTORY     - Date     Condition        Report By
 SV0657  HISTORY     - UNK      MONUMENTED       IDDT
 SV0657  HISTORY     - 1944     GOOD             NGS
 SV0657
 SV0657                          STATION DESCRIPTION
 SV0657
 SV0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0657'1.6 MI SW FROM HAUSER.
 SV0657'1.6 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0657'STATION AT HAUSER, ALONG STATE HIGHWAY NO. 53, SET ON THE NORTHWEST
 SV0657'SIDE OF HIGHWAY FROM THE RAILROAD, AT THE IDAHO-WASHINGTON STATE LINE,
 SV0657'40 FEET NORTHWEST OF CENTER-LINE OF HIGHWAY, 4.8 FEET NORTHWEST OF
 SV0657'FENCE, 5 FEET NORTHWEST OF REFERENCE POST.  A IDAHO STATE HIGHWAY
 SV0657'RIGHT-OF-WAY BRONZE DISK SET IN TOP OF A CONCRETE POST PROJECTING
 SV0657'ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0100 ***********************************************************************
 TO0100  DESIGNATION -  AA 305
 TO0100  PID         -  TO0100
 TO0100  STATE/COUNTY-  ID/BOUNDARY
 TO0100  USGS QUAD   -  EASTPORT (1996)
 TO0100
 TO0100                         *CURRENT SURVEY CONTROL
 TO0100  ___________________________________________________________________
 TO0100* NAD 83(1986)-  48 59 57.     (N)    116 10 51.     (W)     SCALED    
 TO0100* NAVD 88     -       803.707  (meters)    2636.83   (feet)  ADJUSTED  
 TO0100  ___________________________________________________________________
 TO0100  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 TO0100  DYNAMIC HT  -         803.779 (meters)    2637.06  (feet)  COMP
 TO0100  MODELED GRAV-     980,674.0   (mgal)                       NAVD 88
 TO0100
 TO0100  VERT ORDER  -  FIRST     CLASS II
 TO0100
 TO0100.The horizontal coordinates were scaled from a topographic map and have
 TO0100.an estimated accuracy of +/- 6 seconds.
 TO0100
 TO0100.The orthometric height was determined by differential leveling
 TO0100.and adjusted by the National Geodetic Survey in June 1991..
 TO0100
 TO0100.The geoid height was determined by GEOID03.
 TO0100
 TO0100.The dynamic height is computed by dividing the NAVD 88
 TO0100.geopotential number by the normal gravity value computed on the
 TO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0100.degrees latitude (g = 980.6199 gals.).
 TO0100
 TO0100.The modeled gravity was interpolated from observed gravity values.
 TO0100
 TO0100;                    North         East    Units  Estimated Accuracy
 TO0100;SPC ID W     -   814,960.      768,480.      MT  (+/- 180 meters Scaled)
 TO0100
 TO0100                          SUPERSEDED SURVEY CONTROL
 TO0100
 TO0100  NGVD 29 (??/??/92)  802.486  (m)         2632.82   (f) ADJ UNCH    1 2
 TO0100
 TO0100.Superseded values are not recommended for survey control.
 TO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0100.See file dsdata.txt to determine how the superseded data were derived.
 TO0100
 TO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ599276(NAD 83)
 TO0100_MARKER: DB = BENCH MARK DISK
 TO0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TO0100_SP_SET: PIER
 TO0100_STAMPING: AA 305 1946
 TO0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0100
 TO0100  HISTORY     - Date     Condition        Report By
 TO0100  HISTORY     - 1946     MONUMENTED       CGS
 TO0100
 TO0100                          STATION DESCRIPTION
 TO0100
 TO0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TO0100'IN EASTPORT.
 TO0100'AT EASTPORT, IN TOP OF THE EAST END OF THE NORTH PIER OF A BRIDGE OVER
 TO0100'MOYIE RIVER, ABOUT 30 FEET SOUTH OF THE NORTH END OF THE BRIDGE, AND
 TO0100'ABOUT 4 FEET BELOW THE FLOOR LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0412 ***********************************************************************
 QB0412  DESIGNATION -  AA 321
 QB0412  PID         -  QB0412
 QB0412  STATE/COUNTY-  ID/WASHINGTON
 QB0412  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0412
 QB0412                         *CURRENT SURVEY CONTROL
 QB0412  ___________________________________________________________________
 QB0412* NAD 83(1986)-  44 34 10.     (N)    116 33 16.     (W)     SCALED    
 QB0412* NAVD 88     -       841.532  (meters)    2760.93   (feet)  ADJUSTED  
 QB0412  ___________________________________________________________________
 QB0412  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 QB0412  DYNAMIC HT  -         841.279 (meters)    2760.10  (feet)  COMP
 QB0412  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 QB0412
 QB0412  VERT ORDER  -  FIRST     CLASS II
 QB0412
 QB0412.The horizontal coordinates were scaled from a topographic map and have
 QB0412.an estimated accuracy of +/- 6 seconds.
 QB0412
 QB0412.The orthometric height was determined by differential leveling
 QB0412.and adjusted by the National Geodetic Survey in June 1991..
 QB0412
 QB0412.The geoid height was determined by GEOID03.
 QB0412
 QB0412.The dynamic height is computed by dividing the NAVD 88
 QB0412.geopotential number by the normal gravity value computed on the
 QB0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0412.degrees latitude (g = 980.6199 gals.).
 QB0412
 QB0412.The modeled gravity was interpolated from observed gravity values.
 QB0412
 QB0412;                    North         East    Units  Estimated Accuracy
 QB0412;SPC ID W     -   322,780.      736,100.      MT  (+/- 180 meters Scaled)
 QB0412
 QB0412                          SUPERSEDED SURVEY CONTROL
 QB0412
 QB0412  NGVD 29 (??/??/92)  840.488  (m)         2757.50   (f) ADJ UNCH    1 2
 QB0412
 QB0412.Superseded values are not recommended for survey control.
 QB0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0412.See file dsdata.txt to determine how the superseded data were derived.
 QB0412
 QB0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK353352(NAD 83)
 QB0412_MARKER: DD = SURVEY DISK
 QB0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0412_STAMPING: AA 321 1946
 QB0412_MARK LOGO: IDPWD 
 QB0412_PROJECTION: PROJECTING 6 CENTIMETERS
 QB0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0412+STABILITY: SURFACE MOTION
 QB0412
 QB0412  HISTORY     - Date     Condition        Report By
 QB0412  HISTORY     - 1946     MONUMENTED       IDPWD
 QB0412  HISTORY     - 1967     GOOD             NGS
 QB0412  HISTORY     - 1983     GOOD             NGS
 QB0412
 QB0412                          STATION DESCRIPTION
 QB0412
 QB0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0412'6.2 MI E FROM CAMBRIDGE.
 QB0412'6.2 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0412'CAMBRIDGE, 0.15 MILE SOUTHWEST OF MILE POST NO. 124, 80 FEET SOUTHEAST
 QB0412'AND ACROSS THE HIGHWAY FROM BENCH MARK A 321 (IDPW), 43 FEET SOUTHEAST
 QB0412'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF A TELEPHONE POLE
 QB0412'WITH A WITNESS SIGN NAILED ON IT AND 0.5 FOOT NORTH OF THE
 QB0412'RIGHT-OF-WAY FENCE SET IN A 5-INCH SQUARE CONCRETE MONUMENT THAT
 QB0412'PROJECTS 4 INCHES.
 QB0412
 QB0412                          STATION RECOVERY (1983)
 QB0412
 QB0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0412'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.25 KM
 QB0412'(6.4 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0412'71 IN CAMBRIDGE, 0.45 KM (0.3 MI) SOUTHWEST OF MILEPOST 120, 0.45 KM
 QB0412'(0.3 MI) NORTHEAST OF THE T-JUNCTION OF THOMASON LANE, ON THE OUTSIDE
 QB0412'OF THE SOUTHWEST END OF A CURVE, 13.4 METERS (44 FT) SOUTHEAST OF THE
 QB0412'CENTERLINE OF THE HIGHWAY, 24.7 METERS (81 FT) SOUTHEAST ACROSS THE
 QB0412'HIGHWAY FROM BENCH MARK A 321 IDPWD, 0.2 METER (0.8 FT) NORTHWEST OF A
 QB0412'FENCE.
 QB0412'THE MARK IS 0.1 METERS  NW FROM A WITNESS POST.
 QB0412'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0514 ***********************************************************************
 RZ0514  DESIGNATION -  AA 348
 RZ0514  PID         -  RZ0514
 RZ0514  STATE/COUNTY-  ID/LATAH
 RZ0514  USGS QUAD   -  TEXAS RIDGE (1994)
 RZ0514
 RZ0514                         *CURRENT SURVEY CONTROL
 RZ0514  ___________________________________________________________________
 RZ0514* NAD 83(1986)-  46 40 42.     (N)    116 37 29.     (W)     SCALED    
 RZ0514* NAVD 88     -       812.327  (meters)    2665.11   (feet)  ADJUSTED  
 RZ0514  ___________________________________________________________________
 RZ0514  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 RZ0514  DYNAMIC HT  -         812.282 (meters)    2664.96  (feet)  COMP
 RZ0514  MODELED GRAV-     980,532.3   (mgal)                       NAVD 88
 RZ0514
 RZ0514  VERT ORDER  -  SECOND    CLASS 0
 RZ0514
 RZ0514.The horizontal coordinates were scaled from a topographic map and have
 RZ0514.an estimated accuracy of +/- 6 seconds.
 RZ0514
 RZ0514.The orthometric height was determined by differential leveling
 RZ0514.and adjusted by the National Geodetic Survey in June 1991..
 RZ0514
 RZ0514.The geoid height was determined by GEOID03.
 RZ0514
 RZ0514.The dynamic height is computed by dividing the NAVD 88
 RZ0514.geopotential number by the normal gravity value computed on the
 RZ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0514.degrees latitude (g = 980.6199 gals.).
 RZ0514
 RZ0514.The modeled gravity was interpolated from observed gravity values.
 RZ0514
 RZ0514;                    North         East    Units  Estimated Accuracy
 RZ0514;SPC ID W     -   557,210.      733,080.      MT  (+/- 180 meters Scaled)
 RZ0514
 RZ0514                          SUPERSEDED SURVEY CONTROL
 RZ0514
 RZ0514  NGVD 29 (??/??/92)  811.252  (m)         2661.58   (f) ADJ UNCH    2 0
 RZ0514
 RZ0514.Superseded values are not recommended for survey control.
 RZ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0514.See file dsdata.txt to determine how the superseded data were derived.
 RZ0514
 RZ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM287694(NAD 83)
 RZ0514_MARKER: DB = BENCH MARK DISK
 RZ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0514_STAMPING: AA 348 1952
 RZ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0514+STABILITY: SURFACE MOTION
 RZ0514
 RZ0514  HISTORY     - Date     Condition        Report By
 RZ0514  HISTORY     - 1952     MONUMENTED       CGS
 RZ0514  HISTORY     - 19881012 MARK NOT FOUND   USPSQD
 RZ0514
 RZ0514                          STATION DESCRIPTION
 RZ0514
 RZ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0514'6.8 MI NE FROM KENDRICK.
 RZ0514'0.6 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RZ0514'AT KENDRICK, THENCE 6.2 MILES NORTHEAST ALONG STATE HIGHWAY 7, 79 FEET
 RZ0514'SOUTH OF A POWER LINE POLE, 61 FEET SOUTHEAST OF THE CENTER OF THE T
 RZ0514'JUNCTION OF A ROAD LEADING WEST, 28 FEET EAST OF THE CENTER LINE OF
 RZ0514'THE HIGHWAY, 0.8 FOOT WEST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS
 RZ0514'POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RZ0514'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RZ0514
 RZ0514                          STATION RECOVERY (1988)
 RZ0514
 RZ0514'RECOVERY NOTE BY US POWER SQUADRON 1988 (GLC)
 RZ0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0404 ***********************************************************************
 OY0404  CBN         -  This is a Cooperative Base Network Control Station.
 OY0404  DESIGNATION -  ABD
 OY0404  PID         -  OY0404
 OY0404  STATE/COUNTY-  ID/BINGHAM
 OY0404  USGS QUAD   -  MORELAND (1971)
 OY0404
 OY0404                         *CURRENT SURVEY CONTROL
 OY0404  ___________________________________________________________________
 OY0404* NAD 83(1999)-  43 13 22.61272(N)    112 28 13.61954(W)     ADJUSTED  
 OY0404* NAVD 88     -      1361.173  (meters)    4465.78   (feet)  ADJUSTED  
 OY0404  ___________________________________________________________________
 OY0404  X           -  -1,779,558.670 (meters)                     COMP
 OY0404  Y           -  -4,302,509.634 (meters)                     COMP
 OY0404  Z           -   4,346,506.872 (meters)                     COMP
 OY0404  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 OY0404  ELLIP HEIGHT-        1348.60  (meters)          (04/16/01) GPS OBS
 OY0404  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 OY0404  DYNAMIC HT  -        1360.442 (meters)    4463.38  (feet)  COMP
 OY0404  MODELED GRAV-     980,036.0   (mgal)                       NAVD 88
 OY0404
 OY0404  HORZ ORDER  -  B
 OY0404  VERT ORDER  -  FIRST     CLASS II
 OY0404  ELLP ORDER  -  FOURTH    CLASS II
 OY0404
 OY0404.The horizontal coordinates were established by GPS observations
 OY0404.and adjusted by the National Geodetic Survey in April 2001..
 OY0404.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0404.DATUM ITEM on the data sheet items page.
 OY0404
 OY0404.The orthometric height was determined by differential leveling
 OY0404.and adjusted by the National Geodetic Survey in June 1991..
 OY0404
 OY0404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0404
 OY0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0404
 OY0404.The ellipsoidal height was determined by GPS observations
 OY0404.and is referenced to NAD 83.
 OY0404
 OY0404.The geoid height was determined by GEOID03.
 OY0404
 OY0404.The dynamic height is computed by dividing the NAVD 88
 OY0404.geopotential number by the normal gravity value computed on the
 OY0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0404.degrees latitude (g = 980.6199 gals.).
 OY0404
 OY0404.The modeled gravity was interpolated from observed gravity values.
 OY0404
 OY0404;                    North         East     Units Scale Factor Converg.
 OY0404;SPC ID E     -   172,910.447   175,320.263   MT  0.99995486   -0 12 29.0
 OY0404;UTM  12      - 4,786,622.851   380,579.468   MT  0.99977543   -1 00 25.7
 OY0404
 OY0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0404!SPC ID E     -   0.99978856  x   0.99995486  =   0.99974343
 OY0404!UTM  12      -   0.99978856  x   0.99977543  =   0.99956404
 OY0404
 OY0404                          SUPERSEDED SURVEY CONTROL
 OY0404
 OY0404  NAD 83(1992)-  43 13 22.61195(N)    112 28 13.61797(W) AD(       ) B
 OY0404  ELLIP H (05/15/92) 1348.69   (m)                       GP(       ) 4 2
 OY0404  NAD 83(1986)-  43 13 22.60496(N)    112 28 13.60216(W) AD(       ) 1
 OY0404  NAVD 88 (05/28/92) 1361.17   (m)         4465.8    (f) LEVELING    3  
 OY0404  NGVD 29 (08/20/92) 1360.141  (m)         4462.40   (f) ADJUSTED    1 2
 OY0404
 OY0404.Superseded values are not recommended for survey control.
 OY0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0404.See file dsdata.txt to determine how the superseded data were derived.
 OY0404
 OY0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8057986623(NAD 83)
 OY0404_MARKER: DD = SURVEY DISK
 OY0404_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY0404_SP_SET: PREFAB CONC. POST IN EARTH
 OY0404_STAMPING: ABD
 OY0404_MARK LOGO: IDPWD 
 OY0404_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0404+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 OY0404
 OY0404  HISTORY     - Date     Condition        Report By
 OY0404  HISTORY     - UNK      MONUMENTED       IDPWD
 OY0404  HISTORY     - 1951     GOOD             NGS
 OY0404  HISTORY     - 1958     GOOD             NGS
 OY0404  HISTORY     - 19900609 GOOD             NGS
 OY0404  HISTORY     - 19920619 GOOD             NGS
 OY0404  HISTORY     - 20050619 GOOD             DJC
 OY0404
 OY0404                          STATION DESCRIPTION
 OY0404
 OY0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OY0404'7.3 MI NW FROM BLACKFOOT.
 OY0404'ABOUT 7.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0404'STATION AT BLACKFOOT, NEAR THE EAST END OF ABERDEEN JUNCTION, ACROSS
 OY0404'THE TRACK FROM THE THIRD TELEGRAPH POLE WEST OF MILEPOLE 7, 117 1/2
 OY0404'FEET NORTHWEST OF A SWITCH STAND AT THE EAST END, OF THE Y JUNCTION,
 OY0404'46.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 40 FEET SOUTH OF
 OY0404'THE CENTER LINE OF THE HIGHWAY (U.S. 20), 1.4 FEET NORTHEAST OF A
 OY0404'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE
 OY0404'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OY0404
 OY0404                          STATION RECOVERY (1958)
 OY0404
 OY0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 OY0404'RECOVERED IN GOOD CONDITION.
 OY0404
 OY0404                          STATION RECOVERY (1990)
 OY0404
 OY0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY0404'STATION IS LOCATED ABOUT 11.7 KM (7.27 MI) NORTHWEST FROM BLACKFOOT,
 OY0404'2.4 KM (1.49 MI) WEST FROM MORELAND AND BETWEEN THE UNION PACIFIC
 OY0404'RAILROAD AND TABOR ROAD (OLD U.S. HIGHWAY 20).  OWNERSHIP--IDDT.
 OY0404'REACHED FROM THE POST OFFICE IN MORELAND.  GO SOUTH ON MAIN STREET
 OY0404'(MORELAND RD) FOR 0.5 KM (0.31 MI) TO A PAVED CROSSROADS (EAST
 OY0404'MORELAND RD).  TURN RIGHT AND GO WEST ON EAST MORELAND ROAD FOR 0.2
 OY0404'KM (0.12 MI) TO THE JUNCTION OF TABOR ROAD (OLD U.S. HIGHWAY 20) AND
 OY0404'A REVERSE FORK.  CONTINUE WESTERLY ON TABOR ROAD FOR 2.2 KM
 OY0404'(1.37 MI) TO ABERDEEN JUNCTION AND A WHITE FRAME HOUSE ON THE RIGHT
 OY0404'AND THE MARK ON THE LEFT.
 OY0404'LOCATED 12.0 M (39.37 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 14.25
 OY0404'M (46.75 FT) NORTH OF THE NORTH RAIL, 36.2 M (118.77 FT) NORTHWEST
 OY0404'FROM A RAILROAD SWITCH STAND, 14.8 M (48.56 FT) WEST FROM THE CENTER
 OY0404'OF A CONCRETE HEADWALL AND 0.68 M (2.23 FT) WEST FROM A WITNESS POST.
 OY0404'MARK IS A IDAHO DEPARTMENT OF PUBLIC WORKS SURVEY DISK SET IN TOP OF A
 OY0404'6-INCH SQUARE CONCRETE POST PROJECTING 0.18 CM ABOVE THE GROUND.
 OY0404
 OY0404                          STATION RECOVERY (1992)
 OY0404
 OY0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0404'9.2 KM (5.70 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0404'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, 14.2 M (46.6 FT)
 OY0404'NORTHEAST OF THE NEAR RAIL, 13.9 M (45.6 FT) NORTHWEST OF THE
 OY0404'NORTHWEST END OF A HEADWALL, 11.8 M (38.7 FT) SOUTHWEST OF AND LEVEL
 OY0404'WITH THE CENTER OF A PAVED ROAD, 0.7 M (2.3 FT) NORTHWEST OF A
 OY0404'WITNESS POST, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE
 OY0404'GROUND SURFACE.
 OY0404
 OY0404                          STATION RECOVERY (2005)
 OY0404
 OY0404'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 OY0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1638 ***********************************************************************
 NU1638  DESIGNATION -  ABERDEEN MUNICIPAL TANK
 NU1638  PID         -  NU1638
 NU1638  STATE/COUNTY-  ID/BINGHAM
 NU1638  USGS QUAD   -  ABERDEEN (1971)
 NU1638
 NU1638                         *CURRENT SURVEY CONTROL
 NU1638  ___________________________________________________________________
 NU1638* NAD 83(1992)-  42 56 40.91473(N)    112 50 10.55843(W)     ADJUSTED  
 NU1638* NAVD 88     -                                                        
 NU1638  ___________________________________________________________________
 NU1638  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 NU1638  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 NU1638
 NU1638  HORZ ORDER  -  THIRD
 NU1638
 NU1638.The horizontal coordinates were established by classical geodetic methods
 NU1638.and adjusted by the National Geodetic Survey in July 1992..
 NU1638
 NU1638
 NU1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1638
 NU1638.The geoid height was determined by GEOID03.
 NU1638
 NU1638;                    North         East     Units Scale Factor Converg.
 NU1638;SPC ID E     -   142,172.874   145,354.047   MT  0.99998409   -0 27 22.3
 NU1638;UTM  12      - 4,756,309.477   350,192.924   MT  0.99987609   -1 15 04.6
 NU1638
 NU1638                          SUPERSEDED SURVEY CONTROL
 NU1638
 NU1638  NAD 83(1986)-  42 56 40.91039(N)    112 50 10.54601(W) AD(       ) 4
 NU1638  NAD 27      -  42 56 41.22800(N)    112 50 07.56200(W) AD(       ) 3
 NU1638
 NU1638.Superseded values are not recommended for survey control.
 NU1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1638.See file dsdata.txt to determine how the superseded data were derived.
 NU1638
 NU1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5019356309(NAD 83)
 NU1638_MARKER: 53 = ELEVATED TANK
 NU1638
 NU1638  HISTORY     - Date     Condition        Report By
 NU1638  HISTORY     - 1950     FIRST OBSERVED   CGS
 NU1638
 NU1638                          STATION DESCRIPTION
 NU1638
 NU1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1638'STATION IS THE KNOB ON THE PEAK OF THE CONICAL ROOF OF THE
 NU1638'MUNICIPAL WATER TANK IN ABERDEEN.  THE TANK IS CYLINDRICAL
 NU1638'AND IS ELEVATED ON A 4 LEGGED STEEL STRUCTURE TO A HEIGHT OF
 NU1638'ABOUT 110 FEET.  TANK AND TOWER ARE PAINTED SILVER, AND THE TANK
 NU1638'HAS THE NAME ABERDEEN PAINTED IN LARGE LETTERS ON THE WEST.
 NU1638'
 NU1638'IT IS LOCATED 2 BLOCKS EAST OF THE POINT WHERE HIGHWAY IDAHO 39
 NU1638'PASSES THROUGH THE CENTER OF THE BUSINESS SECTION OF ABERDEEN,
 NU1638'1-1/2 BLOCKS NORTH OF THE UNION PACIFIC DEPOT AND 75 YARDS WEST
 NU1638'OF THE MAIN LINE OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1190 ***********************************************************************
 NV1190  DESIGNATION -  ABLE
 NV1190  PID         -  NV1190
 NV1190  STATE/COUNTY-  ID/OWYHEE
 NV1190  USGS QUAD   -  PENCE BUTTE (1992)
 NV1190
 NV1190                         *CURRENT SURVEY CONTROL
 NV1190  ___________________________________________________________________
 NV1190* NAD 83(1992)-  42 51 46.22969(N)    115 31 14.31666(W)     ADJUSTED  
 NV1190* NAVD 88     -       946.     (meters)    3104.     (feet)  SCALED    
 NV1190  ___________________________________________________________________
 NV1190  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 NV1190  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 NV1190
 NV1190  HORZ ORDER  -  THIRD
 NV1190
 NV1190.The horizontal coordinates were established by classical geodetic methods
 NV1190.and adjusted by the National Geodetic Survey in July 1992..
 NV1190.No horizontal observational check was made to the station.
 NV1190
 NV1190.The orthometric height was scaled from a topographic map.
 NV1190
 NV1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1190
 NV1190.The geoid height was determined by GEOID03.
 NV1190
 NV1190;                    North         East     Units Scale Factor Converg.
 NV1190;SPC ID W     -   132,885.893   818,742.249   MT  0.99993765   +0 09 21.7
 NV1190;UTM  11      - 4,746,645.169   620,848.792   MT  0.99977967   +1 00 23.2
 NV1190
 NV1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1190!SPC ID W     -   0.99985424  x   0.99993765  =   0.99979190
 NV1190!UTM  11      -   0.99985424  x   0.99977967  =   0.99963395
 NV1190
 NV1190:                Primary Azimuth Mark                     Grid Az
 NV1190:SPC ID W     -  BAKER                                    034 32 35.2
 NV1190:UTM  11      -  BAKER                                    033 41 33.7
 NV1190
 NV1190|---------------------------------------------------------------------|
 NV1190| PID    Reference Object                     Distance      Geod. Az  |
 NV1190|                                                           dddmmss.s |
 NV1190| NV1188 BAKER                               APPROX. 1.9 KM 0344156.9 |
 NV1190|---------------------------------------------------------------------|
 NV1190
 NV1190                          SUPERSEDED SURVEY CONTROL
 NV1190
 NV1190  NAD 83(1986)-  42 51 46.23001(N)    115 31 14.31258(W) AD(       ) 3
 NV1190  NAD 27      -  42 51 46.59630(N)    115 31 11.04090(W) AD(       ) 3
 NV1190
 NV1190.Superseded values are not recommended for survey control.
 NV1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1190.See file dsdata.txt to determine how the superseded data were derived.
 NV1190
 NV1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2084946645(NAD 83)
 NV1190_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1190+STABILITY: SURFACE MOTION
 NV1190
 NV1190  HISTORY     - Date     Condition        Report By
 NV1190  HISTORY     - 1958     MONUMENTED       CGS
 NV1190
 NV1190                          STATION DESCRIPTION
 NV1190
 NV1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 NV1190'ON THE HIGHEST ELEVATION OF A PLATEAU NORTH OF JACKS CREEK,
 NV1190'A TRIBUTARY OF LITTLE VALLEY CREEK.  ABOUT 11 MILES SOUTHWEST
 NV1190'FROM THE VILLAGE OF BRUNEAU.  THE PLATEAU BREAKS OFF SHARPLY
 NV1190'TO THE NORTH FROM THE STATION.
 NV1190'
 NV1190'STATION IS MARKED BY A STANDARD DISK SET IN A CYLINDER OF
 NV1190'CONCRETE, STAMPED ABLE 1958.  TO REACH FROM BRUNEAU AT THE
 NV1190'HIGH SCHOOL CONTINUE THE HIGHWAY WEST TOWARDS GRANDVIEW FOR
 NV1190'1.8 MILE TO A FORKS, TAKE THE LEFT FORK INTO SUGAR VALLEY AND ON
 NV1190'INTO THE VALLEY OF LITTLE VALLEY CREEK FOR ABOUT 7.5 MILES ON
 NV1190'THE MAIN TRAVELED ROAD.  TURN LEFT, WEST, AND CONTINUE 1
 NV1190'MILE WHEN BEAR LEFT OFF MAIN ROAD AND CONTINUE TRACK ROAD
 NV1190'TOWARDS AND INTO JACKS CREEK*, AT ITS UPPER REACHES KEEP
 NV1190'RIGHT INTO A DRAINAGES FROM THE NORTH AND FOLLOW TRACKS ONTO
 NV1190'THE PLATEAU A DISTANCE OF ABOUT 3/4 MILE AND THENCE THE
 NV1190'STATION IS ON THE HIGHEST AND APPARENT NORTHEAST POINT OF THE
 NV1190'PLATEAU.  *FOLLOW THIS TRACK ROAD ABOUT 4 MILES BEFORE TAKING
 NV1190'OFF RIGHT INTO THE DRAINAGE FROM THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1277 ***********************************************************************
 OH1277  DESIGNATION -  ABODE
 OH1277  PID         -  OH1277
 OH1277  STATE/COUNTY-  ID/ADA
 OH1277  USGS QUAD   -  MERIDIAN (1971)
 OH1277
 OH1277                         *CURRENT SURVEY CONTROL
 OH1277  ___________________________________________________________________
 OH1277* NAD 83(1992)-  43 35 24.82283(N)    116 26 07.98392(W)     ADJUSTED  
 OH1277* NAVD 88     -       814.9    (meters)    2674.     (feet)  VERTCON   
 OH1277  ___________________________________________________________________
 OH1277  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 OH1277  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 OH1277
 OH1277  HORZ ORDER  -  FIRST
 OH1277
 OH1277.The horizontal coordinates were established by classical geodetic methods
 OH1277.and adjusted by the National Geodetic Survey in July 1992..
 OH1277
 OH1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1277
 OH1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1277
 OH1277.The geoid height was determined by GEOID03.
 OH1277
 OH1277;                    North         East     Units Scale Factor Converg.
 OH1277;SPC ID W     -   213,893.968   744,641.163   MT  0.99997102   -0 28 21.7
 OH1277;UTM  11      - 4,826,516.821   545,564.521   MT  0.99962554   +0 23 21.1
 OH1277
 OH1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1277!SPC ID W     -   0.99987490  x   0.99997102  =   0.99984593
 OH1277!UTM  11      -   0.99987490  x   0.99962554  =   0.99950049
 OH1277
 OH1277:                Primary Azimuth Mark                     Grid Az
 OH1277:SPC ID W     -  MERIDIAN MUNICIPAL TANK                  056 46 05.9
 OH1277:UTM  11      -  MERIDIAN MUNICIPAL TANK                  055 54 23.1
 OH1277
 OH1277|---------------------------------------------------------------------|
 OH1277| PID    Reference Object                     Distance      Geod. Az  |
 OH1277|                                                           dddmmss.s |
 OH1277| OH1279 MERIDIAN MUNICIPAL TANK             APPROX. 4.1 KM 0561744.2 |
 OH1277| OH1278 MERIDIAN ADA DAIRY ASSOC STACK      APPROX. 4.0 KM 0580333.7 |
 OH1277| CD4169 ABODE RM 1                           24.242 METERS 09638     |
 OH1277| OH1283 MERIDIAN KFXD TOWER 2               APPROX. 4.5 KM 1385201.9 |
 OH1277| CD4170 ABODE RM 2                           22.574 METERS 26314     |
 OH1277|---------------------------------------------------------------------|
 OH1277
 OH1277                          SUPERSEDED SURVEY CONTROL
 OH1277
 OH1277  NAD 83(1986)-  43 35 24.82305(N)    116 26 07.98144(W) AD(       ) 1
 OH1277  NAD 27      -  43 35 25.23494(N)    116 26 04.52805(W) AD(       ) 1
 OH1277  NGVD 29 (07/19/86)  814.0    (m)         2671.     (f) VERT ANG       
 OH1277
 OH1277.Superseded values are not recommended for survey control.
 OH1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1277.See file dsdata.txt to determine how the superseded data were derived.
 OH1277
 OH1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4556526517(NAD 83)
 OH1277_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1277
 OH1277  HISTORY     - Date     Condition        Report By
 OH1277  HISTORY     - 1959     MONUMENTED       CGS
 OH1277  HISTORY     - 1974     SEE DESCRIPTION  MCTUER
 OH1277  HISTORY     - 1979     GOOD             NGS
 OH1277
 OH1277                          STATION DESCRIPTION
 OH1277
 OH1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OH1277'THE STATION IS 3 MILES SOUTHWEST FROM MERIDIAN ON PROPERTY
 OH1277'OWNED BY MRS. EGGERS, WHO LIVES AT STATION SITE, 196 FEET
 OH1277'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE MOST EASTERLY OF
 OH1277'TWO HOUSES, 32 FEET SOUTH FROM THE CENTER-LINE OF DRIVEWAY
 OH1277'LEADING TO STATION, 10.4 FEET NORTH FROM A BARB WIRE FENCE.
 OH1277'THE STATION IS A STANDARD TRIANGULATION DISK SET IN A SQUARE
 OH1277'TOPPED CONCRETE MONUMENT PROJECTING 2 INCHES STAMPED ABODE
 OH1277'1959.  NOTE.  NO WITNESS POST SET.
 OH1277'
 OH1277'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 OH1277'69 AT THE SOUTH EDGE OF MERIDIAN, GO WEST ON HIGHWAY 30 FOR 2.0
 OH1277'MILES TO A CROSSROAD, KUNA ROAD.  TURN LEFT AND GO SOUTH FOR
 OH1277'1.15 MILES TO A DRIVEWAY ON THE RIGHT JUST AFTER CROSSING A CANAL.
 OH1277'TURN RIGHT AND FOLLOW WINDING DRIVEWAY FOR 0.15 MILE TO THE
 OH1277'STATION ON THE LEFT.
 OH1277'
 OH1277'REFERENCE MARK NO. 1 IS 17 FEET SOUTH FROM THE CENTER-LINE
 OH1277'OF DRIVEWAY AND 2 FEET NORTH FROM FENCE CORNER.
 OH1277'
 OH1277'REFERENCE MARK NO. 2 IS 61 FEET SOUTH FROM THE CENTER-LINE
 OH1277'OF DRIVEWAY AND 1.5 FEET NORTH FROM THE FENCE.  THE MARKS
 OH1277'ARE STANDARD REFERENCE DISKS SET IN SQUARE TOPPED CONCRETE
 OH1277'MONUMENTS PROJECTING 2 INCHES AND STAMPED ABODE 1959 AND NO
 OH1277'1 AND NO 2 RESPECTIVELY.
 OH1277
 OH1277                          STATION RECOVERY (1974)
 OH1277
 OH1277'RECOVERY NOTE BY MCCARTER AND TULLER INCORPORATED 1974 (JK)
 OH1277'ABODE 1959-RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH1277'
 OH1277'ABODE NO 1 1959-RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH1277'
 OH1277'ABODE NO 2 1959-RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH1277
 OH1277                          STATION RECOVERY (1979)
 OH1277
 OH1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1277'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OH1277'CONDITION. THE DIRECTIONS TO THE REFERENCE MARKS CHECKED.  A
 OH1277'DIFFERENCE IN THE DISTANCE, OF 0.012 METER LONGER WAS NOTED TO
 OH1277'REFERENCE MARK 1 AND 0.014 METER LONGER WAS NOTED TO REFERENCE
 OH1277'MARK 2.  AN AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME.  A
 OH1277'COMPLETE DESCRIPTION FOLLOWS.
 OH1277'
 OH1277'TO REACH THE STATION FROM THE POST OFFICE IN MERIDIAN, GO WEST ON
 OH1277'IDAHO AVENUE FOR 0.1 MILE TO A CROSS STREET.  TURN LEFT AND GO
 OH1277'SOUTH ON MAIN STREET FOR 0.45 MILES TO A CROSS STREET.  TURN
 OH1277'RIGHT AND GO WEST ON FRANKLIN ROAD FOR 2.0 MILES TO SOUTH TEN
 OH1277'MILE ROAD.  TURN LEFT AND GO SOUTH FOR 0.8 MILE TO AN OVERPASS
 OH1277'OVER INTERSTATE 80 NORTH.  CONTINUE SOUTH FOR 0.35 MILE TO DAVIS
 OH1277'DRIVE ON THE RIGHT, JUST AFTER PASSING A CANAL.  TURN RIGHT AND
 OH1277'GO NORTHWEST FOR 0.2 MILE UPHILL TO THE STATION ON THE LEFT.
 OH1277'
 OH1277'THE STATION IS A STANDARD CGS DISK
 OH1277'STAMPED---ABODE 1959---,
 OH1277'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 OH1277'FLUSH WITH GROUND.  IT IS LOCATED
 OH1277'0.9 METERS SOUTHEAST FROM A METAL WITNESS POST AND
 OH1277'2.95 METERS NORTH FROM A BOARD FENCE.
 OH1277'
 OH1277'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH1277'STAMPED---ABODE NO1  1959---,
 OH1277'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 OH1277'FLUSH WITH GROUND.  IT IS LOCATED
 OH1277'0.2 METERS NORTH FROM THE FENCE CORNER,
 OH1277'6.5 METERS SOUTHWEST FROM THE CENTERLINE OF DAVIS DRIVE AND
 OH1277'2.2 METERS NORTHWEST FROM THE EASTERN END OF A FENCE.
 OH1277'MARK IS LEVEL WITH STATION.
 OH1277'
 OH1277'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OH1277'STAMPED---ABODE NO 2 1959---,
 OH1277'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 OH1277'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1277'0.18 METERS NORTH FROM THE BOARD FENCE AND
 OH1277'14.4 METERS SOUTH-SOUTHEAST FROM A POWER POLE.
 OH1277'MARK IS LEVEL WITH STATION.
 OH1277'
 OH1277'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 19.0 METERS.
 OH1277'
 OH1277'THE OLD DATA DOES NOT MENTION THE UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0434 ***********************************************************************
 OY0434  DESIGNATION -  AC
 OY0434  PID         -  OY0434
 OY0434  STATE/COUNTY-  ID/BINGHAM
 OY0434  USGS QUAD   -  BIG FILL RESERVOIR (1973)
 OY0434
 OY0434                         *CURRENT SURVEY CONTROL
 OY0434  ___________________________________________________________________
 OY0434* NAD 83(1986)-  43 02 40.     (N)    112 48 31.     (W)     SCALED    
 OY0434* NAVD 88     -      1353.116  (meters)    4439.35   (feet)  ADJUSTED  
 OY0434  ___________________________________________________________________
 OY0434  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 OY0434  DYNAMIC HT  -        1352.368 (meters)    4436.89  (feet)  COMP
 OY0434  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 OY0434
 OY0434  VERT ORDER  -  SECOND    CLASS 0
 OY0434
 OY0434.The horizontal coordinates were scaled from a topographic map and have
 OY0434.an estimated accuracy of +/- 6 seconds.
 OY0434
 OY0434.The orthometric height was determined by differential leveling
 OY0434.and adjusted by the National Geodetic Survey in June 1991..
 OY0434
 OY0434.The geoid height was determined by GEOID03.
 OY0434
 OY0434.The dynamic height is computed by dividing the NAVD 88
 OY0434.geopotential number by the normal gravity value computed on the
 OY0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0434.degrees latitude (g = 980.6199 gals.).
 OY0434
 OY0434.The modeled gravity was interpolated from observed gravity values.
 OY0434
 OY0434;                    North         East    Units  Estimated Accuracy
 OY0434;SPC ID E     -   153,240.      147,700.      MT  (+/- 180 meters Scaled)
 OY0434
 OY0434                          SUPERSEDED SURVEY CONTROL
 OY0434
 OY0434  NGVD 29 (??/??/92) 1352.086  (m)         4435.97   (f) ADJ UNCH    2 0
 OY0434
 OY0434.Superseded values are not recommended for survey control.
 OY0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0434.See file dsdata.txt to determine how the superseded data were derived.
 OY0434
 OY0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN526673(NAD 83)
 OY0434_MARKER: N = NAIL
 OY0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0434_SP_SET: TREE
 OY0434_STAMPING: AC
 OY0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0434
 OY0434  HISTORY     - Date     Condition        Report By
 OY0434  HISTORY     - UNK      MONUMENTED       CGS
 OY0434  HISTORY     - 1958     GOOD             NGS
 OY0434
 OY0434                          STATION DESCRIPTION
 OY0434
 OY0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0434'4.45 MI W FROM STERLING.
 OY0434'ABOUT 4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AND
 OY0434'GROCERY STORE AT STERLING, THENCE 0.4 MILE NORTH ALONG STATE HIGHWAY
 OY0434'39, SET ON THE WEST SIDE OF THE FOURTH TREE SOUTH OF THE NORTH END OF
 OY0434'A ROW OF POPLAR TREES, 30 FEET WEST OF THE CENTER LINE OF STATE
 OY0434'HIGHWAY 39, 30 FEET SOUTH OF A FENCE CORNER AND ABOUT 4 INCHES ABOVE
 OY0434'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0677 ***********************************************************************
 QZ0677  DESIGNATION -  ACORN
 QZ0677  PID         -  QZ0677
 QZ0677  STATE/COUNTY-  ID/VALLEY
 QZ0677  USGS QUAD   -  ACORN BUTTE (1973)
 QZ0677
 QZ0677                         *CURRENT SURVEY CONTROL
 QZ0677  ___________________________________________________________________
 QZ0677* NAD 83(1992)-  45 10 45.29804(N)    115 04 29.41913(W)     ADJUSTED  
 QZ0677* NAVD 88     -      2366.8    (meters)    7765.     (feet)  VERTCON   
 QZ0677  ___________________________________________________________________
 QZ0677  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 QZ0677  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 QZ0677
 QZ0677  HORZ ORDER  -  THIRD
 QZ0677
 QZ0677.The horizontal coordinates were established by classical geodetic methods
 QZ0677.and adjusted by the National Geodetic Survey in July 1992..
 QZ0677
 QZ0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0677
 QZ0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0677
 QZ0677.The geoid height was determined by GEOID03.
 QZ0677
 QZ0677;                    North         East     Units Scale Factor Converg.
 QZ0677;SPC ID W     -   390,447.229   853,064.546   MT  0.99996794   +0 28 44.1
 QZ0677;UTM  11      - 5,004,665.886   651,258.181   MT  0.99988132   +1 21 56.9
 QZ0677
 QZ0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0677!SPC ID W     -   0.99963129  x   0.99996794  =   0.99959924
 QZ0677!UTM  11      -   0.99963129  x   0.99988132  =   0.99951265
 QZ0677
 QZ0677:                Primary Azimuth Mark                     Grid Az
 QZ0677:SPC ID W     -  BLACK BUTTE                              088 39 25.5
 QZ0677:UTM  11      -  BLACK BUTTE                              087 46 12.7
 QZ0677
 QZ0677|---------------------------------------------------------------------|
 QZ0677| PID    Reference Object                     Distance      Geod. Az  |
 QZ0677|                                                           dddmmss.s |
 QZ0677| QZ0605 BLACK BUTTE                         APPROX.17.6 KM 0890809.6 |
 QZ0677| CH6298 ACORN RM 2                            6.130 METERS 12848     |
 QZ0677| CH6297 ACORN RM 1                            7.413 METERS 24637     |
 QZ0677| QZ0676 ACORN BUTTE LOOKOUT                   3.069 METERS 32915     |
 QZ0677|---------------------------------------------------------------------|
 QZ0677
 QZ0677                          SUPERSEDED SURVEY CONTROL
 QZ0677
 QZ0677  NAD 83(1986)-  45 10 45.29948(N)    115 04 29.41340(W) AD(       ) 3
 QZ0677  NAD 27      -  45 10 45.60937(N)    115 04 26.02149(W) AD(       ) 3
 QZ0677  NGVD 29 (07/19/86) 2365.3    (m)         7760.     (f) VERT ANG       
 QZ0677
 QZ0677.Superseded values are not recommended for survey control.
 QZ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0677.See file dsdata.txt to determine how the superseded data were derived.
 QZ0677
 QZ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL5125804666(NAD 83)
 QZ0677_MARKER: DD = SURVEY DISK
 QZ0677_SETTING: 80 = SET IN A BOULDER
 QZ0677_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QZ0677
 QZ0677  HISTORY     - Date     Condition        Report By
 QZ0677  HISTORY     - 1935     MONUMENTED       USGS
 QZ0677  HISTORY     - 1961     GOOD             USGS
 QZ0677  HISTORY     - 1974     GOOD             USGS
 QZ0677
 QZ0677                          STATION DESCRIPTION
 QZ0677
 QZ0677'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 QZ0677'LOCATED IN SECTION 11, T21N, R11E.  ON ACORN BUTTE ABOUT 1.5 FT W.
 QZ0677'OF STEPS AT ENTRANCE TO USFS LOH.
 QZ0677'
 QZ0677'STATION MARK--STANDARD TABLET STAMPED---ACORN 1935---, CEMENTED IN
 QZ0677'ROCK.
 QZ0677'
 QZ0677'RM 1--STANDARD RM TABLET STAMPED---ACORN NO 1 1935---, CEMENTED IN
 QZ0677'ROCK.
 QZ0677'
 QZ0677'RM 2--STANDARD RM TABLET STAMPED---ACORN NO 2 1935---, CEMENTED IN
 QZ0677'ROCK.
 QZ0677'
 QZ0677'ACORN LOH--NOT DESCRIBED.
 QZ0677
 QZ0677                          STATION RECOVERY (1961)
 QZ0677
 QZ0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QZ0677'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 QZ0677'CONDITION.  STATION REACHED BY HELICOPTER.
 QZ0677'
 QZ0677'LOCATED IN SECTION 11, T 21 N, R 11 E, ON TOP OF ACORN BUTTE, ABOUT
 QZ0677'1.5 FT. W. OF STEPS AT ENTRANCE OF USFS LOH.
 QZ0677'
 QZ0677'TO REACH FROM BIG CREEK RANGER STATION, DRIVE E. 2.1 MI. TO T-RD.
 QZ0677'WHERE RD. CROSSES SMITH CREEK, TAKE RIGHT FORK (RD. DOWN BIG CREEK)
 QZ0677'11.4 MI. TO CROOKED CREEK, TURN LEFT (NE.) UP CROOKED CREEK 3.8 MI.
 QZ0677'TO END OF TRUCK RD. AT SNOWSHOE MINE.  HIKE ABOUT 2.25 MI. UPSTREAM
 QZ0677'ALONG PACK TRAIL ON CROOKED CREEK TO CRESCENT MEADOW, TURN RIGHT (S.)
 QZ0677'AT TRAIL FORKS AND TAKE PACK TRAIL S. ABOUT 0.5 MI. TO TRAIL FORKS
 QZ0677'(LEFT FORK TO COXEY CREEK, RIGHT FORK TO ACORN BUTTE), TAKE RIGHT
 QZ0677'FORK (W.) ABOUT 2.25 MI. TO HIGHEST POINT OF TOP AND STATION.
 QZ0677'
 QZ0677'STATION REACHED BY HELICOPTER.
 QZ0677'
 QZ0677'STATION MARK--STANDARD TABLET STAMPED---ACORN 1935---, CEMENTED IN
 QZ0677'ROCK.
 QZ0677'
 QZ0677'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---ACORN
 QZ0677'NO 1 1935---, CEMENTED IN ROCK, 24.25 FT. FROM STATION MARK,
 QZ0677'S 86 DEG 42 MIN W.
 QZ0677'
 QZ0677'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---ACORN
 QZ0677'NO 2 1935---, CEMENTED IN ROCK, 20.95 FT. FROM STATION MARK,
 QZ0677'S 56 DEG 19 MIN E.
 QZ0677
 QZ0677                          STATION RECOVERY (1974)
 QZ0677
 QZ0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0677'RECOVERED AS DESCRIBED.  STATION REACHED BY HELICOPTER.
 QZ0677'
 QZ0677'TO REACH FROM BIG CREEK RANGER STATION, DRIVE 2.1 MI E. TO T-RD.
 QZ0677'WHERE RD. CROSSES SMITH CREEK.  TAKE RIGHT FORK DOWN BIG CREEK
 QZ0677'11.4 MI TO CROOKED CREEK.  TURN LEFT (NE.) UP CROOKED CREEK 3.8 MI
 QZ0677'TO END OF TRUCK RD. AT SNOWSHOE MINE.  HIKE ABOUT 2.25 MI UPSTREAM
 QZ0677'ALONG PACK TRAIL ON CROOKED CREEK TO CRESCENT MEADOW.  TURN RIGHT
 QZ0677'(S.) AT TRAIL FORKS AND TAKE PACK TRAIL ABOUT 0.5 MI S. TO TRAIL
 QZ0677'FORKS (LEFT FORK TO COXEY CREEK, RIGHT FORK TO ACORN BUTTE).  TAKE
 QZ0677'RIGHT FORK W. ABOUT 2.25 MI TO HIGHEST POINT OF TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0436 ***********************************************************************
 OY0436  DESIGNATION -  AD
 OY0436  PID         -  OY0436
 OY0436  STATE/COUNTY-  ID/BINGHAM
 OY0436  USGS QUAD   -  BIG FILL RESERVOIR (1973)
 OY0436
 OY0436                         *CURRENT SURVEY CONTROL
 OY0436  ___________________________________________________________________
 OY0436* NAD 83(1986)-  43 03 12.     (N)    112 49 14.     (W)     SCALED    
 OY0436* NAVD 88     -      1354.757  (meters)    4444.73   (feet)  ADJUSTED  
 OY0436  ___________________________________________________________________
 OY0436  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 OY0436  DYNAMIC HT  -        1354.009 (meters)    4442.28  (feet)  COMP
 OY0436  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 OY0436
 OY0436  VERT ORDER  -  SECOND    CLASS 0
 OY0436
 OY0436.The horizontal coordinates were scaled from a topographic map and have
 OY0436.an estimated accuracy of +/- 6 seconds.
 OY0436
 OY0436.The orthometric height was determined by differential leveling
 OY0436.and adjusted by the National Geodetic Survey in June 1991..
 OY0436
 OY0436.The geoid height was determined by GEOID03.
 OY0436
 OY0436.The dynamic height is computed by dividing the NAVD 88
 OY0436.geopotential number by the normal gravity value computed on the
 OY0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0436.degrees latitude (g = 980.6199 gals.).
 OY0436
 OY0436.The modeled gravity was interpolated from observed gravity values.
 OY0436
 OY0436;                    North         East    Units  Estimated Accuracy
 OY0436;SPC ID E     -   154,230.      146,730.      MT  (+/- 180 meters Scaled)
 OY0436
 OY0436                          SUPERSEDED SURVEY CONTROL
 OY0436
 OY0436  NGVD 29 (??/??/92) 1353.728  (m)         4441.36   (f) ADJ UNCH    2 0
 OY0436
 OY0436.Superseded values are not recommended for survey control.
 OY0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0436.See file dsdata.txt to determine how the superseded data were derived.
 OY0436
 OY0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN517683(NAD 83)
 OY0436_MARKER: N = NAIL
 OY0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0436_SP_SET: TREE
 OY0436_STAMPING: AD
 OY0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0436
 OY0436  HISTORY     - Date     Condition        Report By
 OY0436  HISTORY     - UNK      MONUMENTED       CGS
 OY0436  HISTORY     - 1958     GOOD             NGS
 OY0436
 OY0436                          STATION DESCRIPTION
 OY0436
 OY0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0436'5.65 MI W FROM STERLING.
 OY0436'ABOUT 4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AND
 OY0436'GROCERY STORE AT STERLING, THENCE, 1.0 MILE NORTH ALONG STATE HIGHWAY
 OY0436'39, THENCE 0.6 MILE WEST ALONG A GRAVEL ROAD, SET IN A ROOT ON THE
 OY0436'SOUTH SIDE OF THE THIRD TREE NORTH OF THE SOUTH END OF A ROW OF TREES,
 OY0436'42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 21 FEET WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1734 ***********************************************************************
 NU1734  DESIGNATION -  ADEL
 NU1734  PID         -  NU1734
 NU1734  STATE/COUNTY-  ID/LINCOLN
 NU1734  USGS QUAD   -  NORLAND (1972)
 NU1734
 NU1734                         *CURRENT SURVEY CONTROL
 NU1734  ___________________________________________________________________
 NU1734* NAD 83(1992)-  42 52 04.35372(N)    113 42 57.72555(W)     ADJUSTED  
 NU1734* NAVD 88     -      1415.3    (meters)    4643.     (feet)  VERTCON   
 NU1734  ___________________________________________________________________
 NU1734  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 NU1734  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 NU1734
 NU1734  HORZ ORDER  -  SECOND
 NU1734
 NU1734.The horizontal coordinates were established by classical geodetic methods
 NU1734.and adjusted by the National Geodetic Survey in July 1992..
 NU1734
 NU1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1734
 NU1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1734
 NU1734.The geoid height was determined by GEOID03.
 NU1734
 NU1734;                    North         East     Units Scale Factor Converg.
 NU1734;SPC ID C     -   133,460.606   523,203.128   MT  0.99995399   +0 11 35.5
 NU1734;UTM  12      - 4,749,721.626   278,140.415   MT  1.00020559   -1 50 54.6
 NU1734
 NU1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1734!SPC ID C     -   0.99978026  x   0.99995399  =   0.99973426
 NU1734!UTM  12      -   0.99978026  x   1.00020559  =   0.99998580
 NU1734
 NU1734|---------------------------------------------------------------------|
 NU1734| PID    Reference Object                     Distance      Geod. Az  |
 NU1734|                                                           dddmmss.s |
 NU1734| CM4166 ADEL RM 1                             6.060 METERS 02553     |
 NU1734| CM4167 ADEL RM 2                             5.777 METERS 10940     |
 NU1734| NU1770 KIMAMA 2                            APPROX.19.9 KM 2631837.0 |
 NU1734|---------------------------------------------------------------------|
 NU1734
 NU1734                          SUPERSEDED SURVEY CONTROL
 NU1734
 NU1734  NAD 83(1986)-  42 52 04.35198(N)    113 42 57.72038(W) AD(       ) 2
 NU1734  NAD 27      -  42 52 04.68854(N)    113 42 54.67047(W) AD(       ) 2
 NU1734  NGVD 29 (07/19/86) 1414.4    (m)         4640.     (f) VERT ANG       
 NU1734
 NU1734.Superseded values are not recommended for survey control.
 NU1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1734.See file dsdata.txt to determine how the superseded data were derived.
 NU1734
 NU1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7814049722(NAD 83)
 NU1734_MARKER: DD = SURVEY DISK
 NU1734_SETTING: 80 = SET IN A BOULDER
 NU1734_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1734
 NU1734  HISTORY     - Date     Condition        Report By
 NU1734  HISTORY     - 1970     MONUMENTED       USGS
 NU1734
 NU1734                          STATION DESCRIPTION
 NU1734
 NU1734'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NU1734'RM 1 TO RM 2 NOT MEASURED.
 NU1734'
 NU1734'LOCATED ABOUT 28.0 MI E. OF DIETRICH.  17.5 MI N. OF RUPERT.  4.0
 NU1734'MI NE. OF KIMAMA STATION.  4.0 MI N. OF ADELAIDE SIDING.
 NU1734'
 NU1734'TO REACH FROM DIETRICH DRIVE E. ON IDAHO STATE HIGHWAY 24 FOR 28.1
 NU1734'MI TO X-RD. AT RD. SIGN PAUL 15.  TURN LEFT CROSS RR. TRACK AND GO
 NU1734'1.3 MI TO T-RD.  TURN RIGHT FOR 0.4 MI TO T-RD.  TURN LEFT FOR 1.0
 NU1734'MI TO T-RD.  TURN RIGHT FOR 2.1 MI TO T-RD.  CONTINUE STRAIGHT
 NU1734'AHEAD 0.6 MI TO T-RD.  CONTINUE STRAIGHT AHEAD FOR 0.6 MI ON
 NU1734'MAIN-TRAVELED RD. TO BORROW PIT AND STATION ON SOUTH SIDE OF
 NU1734'TOP.
 NU1734'
 NU1734'STATION MARK--A STANDARD USGS TABLET STAMPED ADEL 1970 CEMENTED IN
 NU1734'DRILL HOLE IN BOULDER.
 NU1734'
 NU1734'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NU1734'STAMPED ADEL NO 1 1970 CEMENTED IN DRILL HOLE IN BOULDER 1.0 FT
 NU1734'BELOW STATION MARK.
 NU1734'
 NU1734'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NU1734'STAMPED ADEL NO 2 1970 CEMENTED IN DRILL HOLE IN BOULDER 0.5 FT
 NU1734'BELOW STATION MARK.
 NU1734'
 NU1734'AZIMUTH MARK--THE CENTERLINE OF THE WATER TANK AT KIMAMA STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0651 ***********************************************************************
 SU0651  DESIGNATION -  AE
 SU0651  PID         -  SU0651
 SU0651  STATE/COUNTY-  ID/SHOSHONE
 SU0651  USGS QUAD   -  OSBURN (1996)
 SU0651
 SU0651                         *CURRENT SURVEY CONTROL
 SU0651  ___________________________________________________________________
 SU0651* NAD 83(1986)-  47 36 36.     (N)    115 56 34.     (W)     SCALED    
 SU0651* NAVD 88     -       765.934  (meters)    2512.90   (feet)  ADJUSTED  
 SU0651  ___________________________________________________________________
 SU0651  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 SU0651  DYNAMIC HT  -         765.928 (meters)    2512.88  (feet)  COMP
 SU0651  MODELED GRAV-     980,579.4   (mgal)                       NAVD 88
 SU0651
 SU0651  VERT ORDER  -  SECOND    CLASS 0
 SU0651
 SU0651.The horizontal coordinates were scaled from a topographic map and have
 SU0651.an estimated accuracy of +/- 6 seconds.
 SU0651
 SU0651.The orthometric height was determined by differential leveling
 SU0651.and adjusted by the National Geodetic Survey in June 1991..
 SU0651
 SU0651.The geoid height was determined by GEOID03.
 SU0651
 SU0651.The dynamic height is computed by dividing the NAVD 88
 SU0651.geopotential number by the normal gravity value computed on the
 SU0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0651.degrees latitude (g = 980.6199 gals.).
 SU0651
 SU0651.The modeled gravity was interpolated from observed gravity values.
 SU0651
 SU0651;                    North         East    Units  Estimated Accuracy
 SU0651;SPC ID W     -   660,430.      785,510.      MT  (+/- 180 meters Scaled)
 SU0651
 SU0651                          SUPERSEDED SURVEY CONTROL
 SU0651
 SU0651  NGVD 29 (??/??/92)  764.79   (m)         2509.1    (f) COMPUTED    2 0
 SU0651
 SU0651.Superseded values are not recommended for survey control.
 SU0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0651.See file dsdata.txt to determine how the superseded data were derived.
 SU0651
 SU0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN794734(NAD 83)
 SU0651_MARKER: N = NAIL
 SU0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0651_SP_SET: TREE
 SU0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0651
 SU0651  HISTORY     - Date     Condition        Report By
 SU0651  HISTORY     - UNK      MONUMENTED       CGS
 SU0651  HISTORY     - 1958     GOOD             NGS
 SU0651
 SU0651                          STATION DESCRIPTION
 SU0651
 SU0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SU0651'4.75 MI S FROM PRICHARD.
 SU0651'4.75 MILES SOUTH ALONG THE ROAD TO WALLACE FROM THE CONCRETE BRIDGE
 SU0651'OVER PRICHARD CREEK AT PRICHARD, 0.2 MILE NORTH OF JUNCTION OF A ROAD
 SU0651'LEADING EAST TO MURRAY, AT THE JUNCTION OF A TRACK ROAD LEADING SOUTH
 SU0651'TO WHITE PEAK, 78 FEET WEST OF THE CENTER LINE OF THE ROAD, 69 FEET
 SU0651'SOUTHWEST OF A FENCE CORNER, IN THE SOUTH ROOT OF A 12-INCH FIR TREE.
 SU0651'NOTE-- 63 FEET NORTHWEST OF THE BENCH MARK M 92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0918 ***********************************************************************
 OY0918  CBN         -  This is a Cooperative Base Network Control Station.
 OY0918  DESIGNATION -  AEC
 OY0918  PID         -  OY0918
 OY0918  STATE/COUNTY-  ID/BUTTE
 OY0918  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY0918
 OY0918                         *CURRENT SURVEY CONTROL
 OY0918  ___________________________________________________________________
 OY0918* NAD 83(1999)-  43 35 42.55949(N)    112 56 59.91791(W)     ADJUSTED  
 OY0918* NAVD 88     -      1510.792  (meters)    4956.66   (feet)  ADJUSTED  
 OY0918  ___________________________________________________________________
 OY0918  X           -  -1,804,464.315 (meters)                     COMP
 OY0918  Y           -  -4,261,391.797 (meters)                     COMP
 OY0918  Z           -   4,376,657.835 (meters)                     COMP
 OY0918  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 OY0918  ELLIP HEIGHT-        1498.63  (meters)          (04/16/01) GPS OBS
 OY0918  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 OY0918  DYNAMIC HT  -        1509.987 (meters)    4954.02  (feet)  COMP
 OY0918  MODELED GRAV-     980,033.4   (mgal)                       NAVD 88
 OY0918
 OY0918  HORZ ORDER  -  B
 OY0918  VERT ORDER  -  FIRST     CLASS II
 OY0918  ELLP ORDER  -  FOURTH    CLASS II
 OY0918
 OY0918.The horizontal coordinates were established by GPS observations
 OY0918.and adjusted by the National Geodetic Survey in April 2001..
 OY0918.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0918.DATUM ITEM on the data sheet items page.
 OY0918
 OY0918.The orthometric height was determined by differential leveling
 OY0918.and adjusted by the National Geodetic Survey in December 1992..
 OY0918
 OY0918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0918
 OY0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0918
 OY0918.The ellipsoidal height was determined by GPS observations
 OY0918.and is referenced to NAD 83.
 OY0918
 OY0918.The geoid height was determined by GEOID03.
 OY0918
 OY0918.The dynamic height is computed by dividing the NAVD 88
 OY0918.geopotential number by the normal gravity value computed on the
 OY0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0918.degrees latitude (g = 980.6199 gals.).
 OY0918
 OY0918.The modeled gravity was interpolated from observed gravity values.
 OY0918
 OY0918;                    North         East     Units Scale Factor Converg.
 OY0918;SPC ID C     -   214,751.721   584,784.651   MT  1.00003576   +0 43 26.7
 OY0918;SPC ID E     -   214,514.113   136,751.253   MT  0.99999656   -0 32 24.6
 OY0918;UTM  12      - 4,828,756.531   342,601.655   MT  0.99990474   -1 20 41.6
 OY0918
 OY0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0918!SPC ID C     -   0.99976505  x   1.00003576  =   0.99980080
 OY0918!SPC ID E     -   0.99976505  x   0.99999656  =   0.99976161
 OY0918!UTM  12      -   0.99976505  x   0.99990474  =   0.99966981
 OY0918
 OY0918|---------------------------------------------------------------------|
 OY0918| PID    Reference Object                     Distance      Geod. Az  |
 OY0918|                                                           dddmmss.s |
 OY0918| OY1175 AEC RM 1                              6.117 METERS 03510     |
 OY0918| OY1176 AEC RM 2                              4.827 METERS 12446     |
 OY0918| OY0919 NATIONAL REACTOR SITE CPP STK       APPROX. 2.9 KM 1524806.3 |
 OY0918| OY0916 NATIONAL REACTOR SITE CFA MAST      APPROX. 7.3 KM 1762242.1 |
 OY0918| OY0948 BIG BUTTE 3                         APPROX.22.9 KM 1950237.3 |
 OY0918| OY0929 NATIONAL REACTR SITE EBR 1 MST      APPROX.10.4 KM 2060937.1 |
 OY0918| OY0917 NATIONAL REACTOR SITE MTR TANK      APPROX. 1.2 KM 2311021.8 |
 OY0918| CN3845 AEC AZ MK                                          3093400.2 |
 OY0918|---------------------------------------------------------------------|
 OY0918
 OY0918                          SUPERSEDED SURVEY CONTROL
 OY0918
 OY0918  NAD 83(1992)-  43 35 42.55848(N)    112 56 59.91687(W) AD(       ) B
 OY0918  ELLIP H (05/15/92) 1498.69   (m)                       GP(       ) 4 2
 OY0918  NAD 83(1986)-  43 35 42.55197(N)    112 56 59.90068(W) AD(       ) 1
 OY0918  NAD 27      -  43 35 42.88810(N)    112 56 56.91030(W) AD(       ) 1
 OY0918  NGVD 29 (08/20/92) 1509.723  (m)         4953.15   (f) ADJUSTED    1 2
 OY0918
 OY0918.Superseded values are not recommended for survey control.
 OY0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0918.See file dsdata.txt to determine how the superseded data were derived.
 OY0918
 OY0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP4260228757(NAD 83)
 OY0918_MARKER: DS = TRIANGULATION STATION DISK
 OY0918_SETTING: 66 = SET IN ROCK OUTCROP
 OY0918_SP_SET: BEDROCK
 OY0918_STAMPING: AEC 1949
 OY0918_MARK LOGO: USE   
 OY0918_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0918+STABILITY: POSITION/ELEVATION WELL
 OY0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0918+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1992
 OY0918
 OY0918  HISTORY     - Date     Condition        Report By
 OY0918  HISTORY     - 1949     MONUMENTED       USE
 OY0918  HISTORY     - 1960     GOOD             CGS
 OY0918  HISTORY     - 1970     SEE DESCRIPTION  USGS
 OY0918  HISTORY     - 19900319 GOOD             NGS
 OY0918  HISTORY     - 19920515 GOOD             NGS
 OY0918
 OY0918                          STATION DESCRIPTION
 OY0918
 OY0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0918'THE STATION IS ON THE RESTRICTED PROPERTY OF THE NATIONAL
 OY0918'REACTOR TEST SITE, ABOUT 18 MILES EAST AND 2-1/2 MILES SOUTH
 OY0918'OF ARCO, 7 MILES WEST AND 11 MILES NORTH OF ATOMIC CITY,
 OY0918'5 MILES NORTH OF THE ADMINISTRATION BUILDING AND IN T 3 N, R 29 E.
 OY0918'
 OY0918'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 OY0918'20 AND 26 (ABOUT 23 MILES SOUTHEAST OF ARCO), GO NORTHWEST
 OY0918'ON HIGHWAYS 20 AND 26 FOR 3.5 MILES TO A RAILROAD CROSSING,
 OY0918'CONTINUE FOR 0.15 MILE TO A MACADAM SIDE ROAD RIGHT, TURN
 OY0918'RIGHT AND GO NORTH FOR 0.9 MILE TO THE INTERSECTION OF MAIN
 OY0918'STREET AND LINCOLN BOULEVARD, TURN LEFT AND FOLLOW LINCOLN
 OY0918'BOULEVARD FOR 0.2 MILE, ANGLE RIGHT ON LOUISIANA STREET FOR
 OY0918'0.1 MILE TO THE ADMINISTRATION BUILDING (SECURITY OFFICE)
 OY0918'AT THE CORNER OF LOUISIANA AND MEMPHIS STREETS, IT IS
 OY0918'NECESSARY TO SECURE PASSES AT THIS BUILDING, CONTINUE
 OY0918'NORTHWEST ON MEMPHIS STREET FOR 0.15 MILE TO THE
 OY0918'INTERSECTION OF LINCOLN BOULEVARD, ANGLE RIGHT AND FOLLOW
 OY0918'LINCOLN BOULEVARD NORTH FOR 4.55 MILES TO A SIDE ROAD
 OY0918'LEFT JUST BEFORE REACHING FIRE HOUSE NO. 2 ON THE
 OY0918'RIGHT, TURN LEFT AND GO WEST (TO THE RIGHT OF A GRAVEL PIT)
 OY0918'FOR 0.5 MILE TO THE STATION ON THE LEFT, CONTINUE
 OY0918'NORTHWEST ON TRACK ROAD FOR 0.45 MILE TO POWER LINE
 OY0918'POLES AND THE AZIMUTH MARK ON THE LEFT.
 OY0918'
 OY0918'THE STATION MARK IS A U.S. DEPARTMENT OF ARMY, CORPS OF
 OY0918'ENGINEERS DISK, STAMPED AEC 1949, CEMENTED IN A DRILL HOLE
 OY0918'IN A LARGE OUTCROP OF BEDROCK.  IT IS 15 FEET NORTH OF THE
 OY0918'EDGE OF ROCK LEDGE WHICH PROJECTS ABOUT 12 FEET ON THE SOUTH,
 OY0918'2 FEET ON THE WEST AND 2 FEET ON THE EAST SIDES.
 OY0918'
 OY0918'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AEC USE NO 1 1960,
 OY0918'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT THE
 OY0918'SAME ELEVATION AS THE STATION.  IT IS 33 FEET NORTH OF THE
 OY0918'EDGE OF THE LEDGE.
 OY0918'
 OY0918'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AEC USE NO 2 1960,
 OY0918'CEMENTED IN A DRILL HOLE IN THE TOP OF A 5 X 6 FOOT BOULDER
 OY0918'PROJECTING 2 FEET.  IT IS 10 FEET NORTH OF THE EDGE OF THE EDGE
 OY0918'OF THE LEDGE AND ABOUT 18 INCHES LOWER THAN THE STATION.
 OY0918'
 OY0918'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AEC USE 1960, CEMENTED
 OY0918'IN A DRILL HOLE IN THE TOP OF A 1 X 2 BOULDER PROJECTING
 OY0918'3 INCHES.  IT IS 49 FEET SOUTHWEST OF THE WEST ONE OF TWO
 OY0918'LINE POLES, 20 FEET WEST OF THE CENTER LINE OF THE POWER
 OY0918'LINE AND 1.5 FEET EAST OF A METAL, WITNESS SIGNPOST SET IN
 OY0918'A CAIRN.
 OY0918
 OY0918                          STATION RECOVERY (1970)
 OY0918
 OY0918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OY0918'INSTRUMENT STAND 4.7 FT ABOVE STATION MARK.
 OY0918'
 OY0918'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION
 OY0918'LIST 43 112 4, STATION 1008.
 OY0918'
 OY0918'ALL MARKS IN GOOD CONDITION.
 OY0918
 OY0918                          STATION RECOVERY (1990)
 OY0918
 OY0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY0918'THIS STATION IS LOCATED ON THE RESTRICED PROPERTY OF THE IDAHO
 OY0918'NATIONAL ENGINEERING LABORATORY (U.S. DEPT. OF ENERGY).  SECURITY
 OY0918'CLEARENCE MUST BE OBTAINED BEFORE GOING TO STATION.  CONTACT RICHARD
 OY0918'SMITH OF EG G IDAHO, INC., P.O. BOX 1625, IDAHO FALLS, ID 83415,
 OY0918'PHONE 208-526-9896.
 OY0918'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 20, 26 AND 93 IN ARCO.  GO
 OY0918'EAST ON U.S. HIGHWAYS 20 AND 26 FOR 11.26 KM (7.00 MI) TO THE
 OY0918'JUNCTION OF STATE HIGHWAYS 22 AND 33.  CONTINUE EASTERLY ON HIGHWAYS
 OY0918'20 AND 26 FOR 17.94 KM (11.15 MI) TO A PAVED CROSSROADS (VAN BUREN
 OY0918'BOULEVARD). TURN LEFT AND GO NORTHEAST ON VAN BUREN BOULEVARD,
 OY0918'PASSING THRU A GUARD GATE, FOR 1.21 KM (0.75 MI) TO THE JUNCTION OF
 OY0918'PORTLAND AVENUE.  TURN RIGHT AND GO EASTERLY ON PORTLAND AVENUE FOR
 OY0918'2.41 KM (1.50 MI) TO THE JUNCTION OF LINCOLN BOULEVARD.  TURN LEFT
 OY0918'AND GO NORTH ON LINCOLN BOULEVARD FOR 6.33 KM (3.93 MI) TO A DIRT
 OY0918'SIDE ROAD LEFT (JUST BEFORE REACHING FIRE HOUSE NO 2). TURN LEFT AND
 OY0918'GO NORTHWEST ON THE TRACK ROAD FOR 0.24 KM (0.15 MI) TO A CROSSROADS
 OY0918'AT THE BOTTOM OF A DRY CREEK BED.  CONTINUE NORTHWEST ON THE TRACK
 OY0918'ROAD FOR 0.32 KM (0.20 MI) TO A FORK AT THE TOP OF THE HILL.  TAKE
 OY0918'THE LEFT FORK AND GO WESTERLY ON THE TRACK ROAD FOR 0.16 KM
 OY0918'(0.10 MI) TO THE MARK ON THE LEFT.
 OY0918'LOCATED 23.0 M (75.46 FT) SOUTH OF THE CENTER OF THE ROAD, 6.12 M
 OY0918'(20.08 FT) SOUTHWEST FROM RM 1, 4.84 M (15.88 FT) NORTHWEST FROM RM 2
 OY0918'AND 4.5 M (14.76 FT) SOUTH FROM A WITNESS POST.
 OY0918
 OY0918                          STATION RECOVERY (1992)
 OY0918
 OY0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0918'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY0918'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY0918'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY0918'EASTERLY ALONG WEST PORTLAND AVENUE, THENCE 6.2 KM (3.85 MI)
 OY0918'NORTHERLY ALONG LINCOLN BOULEVARD, THENCE 0.8 KM (0.50 MI)
 OY0918'NORTHEASTERLY ALONG A TRACK ROAD, NEAR THE SOUTHWEST END OF A 23 BY
 OY0918'35-FOOT AREA OF OUTCROPPING BEDROCK, 22.8 M (74.8 FT) SOUTH OF THE
 OY0918'CENTER OF THE ROAD, 6.1 M (20.0 FT) SOUTH-SOUTHWEST OF REFERENCE MARK
 OY0918'1, 4.8 M (15.7 FT) WEST OF REFERENCE MARK 2, 4.4 M (14.4 FT) SOUTH OF
 OY0918'A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1175 ***********************************************************************
 OY1175  DESIGNATION -  AEC RM 1
 OY1175  PID         -  OY1175
 OY1175  STATE/COUNTY-  ID/BUTTE
 OY1175  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1175
 OY1175                         *CURRENT SURVEY CONTROL
 OY1175  ___________________________________________________________________
 OY1175* NAD 83(1986)-  43 35 42.     (N)    112 56 59.     (W)     SCALED    
 OY1175* NAVD 88     -      1510.704  (meters)    4956.37   (feet)  ADJUSTED  
 OY1175  ___________________________________________________________________
 OY1175  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 OY1175  DYNAMIC HT  -        1509.899 (meters)    4953.73  (feet)  COMP
 OY1175  MODELED GRAV-     980,033.6   (mgal)                       NAVD 88
 OY1175
 OY1175  VERT ORDER  -  FIRST     CLASS II
 OY1175
 OY1175.The horizontal coordinates were scaled from a topographic map and have
 OY1175.an estimated accuracy of +/- 6 seconds.
 OY1175
 OY1175.The orthometric height was determined by differential leveling
 OY1175.and adjusted by the National Geodetic Survey in December 1992..
 OY1175
 OY1175.The geoid height was determined by GEOID03.
 OY1175
 OY1175.The dynamic height is computed by dividing the NAVD 88
 OY1175.geopotential number by the normal gravity value computed on the
 OY1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1175.degrees latitude (g = 980.6199 gals.).
 OY1175
 OY1175.The modeled gravity was interpolated from observed gravity values.
 OY1175
 OY1175;                    North         East    Units  Estimated Accuracy
 OY1175;SPC ID C     -   214,740.      584,810.      MT  (+/- 180 meters Scaled)
 OY1175
 OY1175                          SUPERSEDED SURVEY CONTROL
 OY1175
 OY1175  NGVD 29 (08/20/92) 1509.636  (m)         4952.86   (f) ADJUSTED    1 2
 OY1175
 OY1175.Superseded values are not recommended for survey control.
 OY1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1175.See file dsdata.txt to determine how the superseded data were derived.
 OY1175
 OY1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP426287(NAD 83)
 OY1175_MARKER: DR = REFERENCE MARK DISK
 OY1175_SETTING: 66 = SET IN ROCK OUTCROP
 OY1175_SP_SET: BEDROCK
 OY1175_STAMPING: AEC USE NO 1 1960
 OY1175_MARK LOGO: CGS   
 OY1175_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1175+STABILITY: POSITION/ELEVATION WELL
 OY1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1175+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1992
 OY1175
 OY1175  HISTORY     - Date     Condition        Report By
 OY1175  HISTORY     - 1960     MONUMENTED       CGS
 OY1175  HISTORY     - 19920515 GOOD             NGS
 OY1175
 OY1175                          STATION DESCRIPTION
 OY1175
 OY1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1175'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1175'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1175'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY1175'EASTERLY ALONG WEST PORTLAND AVENUE, THENCE 6.2 KM (3.85 MI)
 OY1175'NORTHERLY ALONG LINCOLN BOULEVARD, THENCE 0.8 KM (0.50 MI)
 OY1175'NORTHEASTERLY ALONG A TRACK ROAD, NEAR THE NORTH END OF A 23 BY
 OY1175'35-FOOT AREA OF OUTCROPPING BEDROCK, 16.8 M (55.1 FT) SOUTH OF THE
 OY1175'CENTER OF THE ROAD, 7.8 M (25.6 FT) NORTH-NORTHWEST OF REFERENCE MARK
 OY1175'2, 6.1 M (20.0 FT) NORTH-NORTHEAST OF TRIANGULATION STATION AEC, 2.9
 OY1175'M (9.5 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 OY1175'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1176 ***********************************************************************
 OY1176  DESIGNATION -  AEC RM 2
 OY1176  PID         -  OY1176
 OY1176  STATE/COUNTY-  ID/BUTTE
 OY1176  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1176
 OY1176                         *CURRENT SURVEY CONTROL
 OY1176  ___________________________________________________________________
 OY1176* NAD 83(1986)-  43 35 42.     (N)    112 56 59.     (W)     SCALED    
 OY1176* NAVD 88     -      1510.616  (meters)    4956.08   (feet)  ADJUSTED  
 OY1176  ___________________________________________________________________
 OY1176  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 OY1176  DYNAMIC HT  -        1509.812 (meters)    4953.44  (feet)  COMP
 OY1176  MODELED GRAV-     980,033.6   (mgal)                       NAVD 88
 OY1176
 OY1176  VERT ORDER  -  FIRST     CLASS II
 OY1176
 OY1176.The horizontal coordinates were scaled from a topographic map and have
 OY1176.an estimated accuracy of +/- 6 seconds.
 OY1176
 OY1176.The orthometric height was determined by differential leveling
 OY1176.and adjusted by the National Geodetic Survey in December 1992..
 OY1176
 OY1176.The geoid height was determined by GEOID03.
 OY1176
 OY1176.The dynamic height is computed by dividing the NAVD 88
 OY1176.geopotential number by the normal gravity value computed on the
 OY1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1176.degrees latitude (g = 980.6199 gals.).
 OY1176
 OY1176.The modeled gravity was interpolated from observed gravity values.
 OY1176
 OY1176;                    North         East    Units  Estimated Accuracy
 OY1176;SPC ID C     -   214,740.      584,810.      MT  (+/- 180 meters Scaled)
 OY1176
 OY1176                          SUPERSEDED SURVEY CONTROL
 OY1176
 OY1176  NGVD 29 (08/20/92) 1509.548  (m)         4952.58   (f) ADJUSTED    1 2
 OY1176
 OY1176.Superseded values are not recommended for survey control.
 OY1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1176.See file dsdata.txt to determine how the superseded data were derived.
 OY1176
 OY1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP426287(NAD 83)
 OY1176_MARKER: DR = REFERENCE MARK DISK
 OY1176_SETTING: 80 = SET IN A BOULDER
 OY1176_SP_SET: BOULDER
 OY1176_STAMPING: AEC USE NO 2 1960
 OY1176_MARK LOGO: CGS   
 OY1176_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1176+STABILITY: SURFACE MOTION
 OY1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1176+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1992
 OY1176
 OY1176  HISTORY     - Date     Condition        Report By
 OY1176  HISTORY     - 1960     MONUMENTED       CGS
 OY1176  HISTORY     - 19920515 GOOD             NGS
 OY1176
 OY1176                          STATION DESCRIPTION
 OY1176
 OY1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1176'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1176'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1176'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY1176'EASTERLY ALONG WEST PORTLAND AVENUE, THENCE 6.2 KM (3.85 MI)
 OY1176'NORTHERLY ALONG LINCOLN BOULEVARD, THENCE 0.8 KM (0.50 MI)
 OY1176'NORTHEASTERLY ALONG A TRACK ROAD, NEAR THE CENTER OF A 5 BY 5-FOOT
 OY1176'BOULDER ALONG THE EAST SIDE OF A 23 BY 35-FOOT AREA OF OUTCROPPING
 OY1176'BEDROCK, 21.1 M (69.2 FT) SOUTH OF AND LEVEL WITH THE CENTER OF THE
 OY1176'ROAD, 7.8 M (25.6 FT) SOUTH-SOUTHEAST OF REFERENCE MARK 1, 7.8 M
 OY1176'(25.6 FT) SOUTHEAST OF A WITNESS POST, AND 4.8 M (15.7 FT) EAST OF
 OY1176'TRIANGULATION STATION AEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0602 ***********************************************************************
 RY0602  DESIGNATION -  AF
 RY0602  PID         -  RY0602
 RY0602  STATE/COUNTY-  ID/CLEARWATER
 RY0602  USGS QUAD   -  THOMPSON POINT (1994)
 RY0602
 RY0602                         *CURRENT SURVEY CONTROL
 RY0602  ___________________________________________________________________
 RY0602* NAD 83(1986)-  46 51 41.     (N)    115 39 22.     (W)     SCALED    
 RY0602* NAVD 88     -       514.377  (meters)    1687.59   (feet)  ADJUSTED  
 RY0602  ___________________________________________________________________
 RY0602  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 RY0602  DYNAMIC HT  -         514.257 (meters)    1687.19  (feet)  COMP
 RY0602  MODELED GRAV-     980,368.1   (mgal)                       NAVD 88
 RY0602
 RY0602  VERT ORDER  -  SECOND    CLASS 0
 RY0602
 RY0602.The horizontal coordinates were scaled from a topographic map and have
 RY0602.an estimated accuracy of +/- 6 seconds.
 RY0602
 RY0602.The orthometric height was determined by differential leveling
 RY0602.and adjusted by the National Geodetic Survey in June 1991..
 RY0602
 RY0602.The geoid height was determined by GEOID03.
 RY0602
 RY0602.The dynamic height is computed by dividing the NAVD 88
 RY0602.geopotential number by the normal gravity value computed on the
 RY0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0602.degrees latitude (g = 980.6199 gals.).
 RY0602
 RY0602.The modeled gravity was interpolated from observed gravity values.
 RY0602
 RY0602;                    North         East    Units  Estimated Accuracy
 RY0602;SPC ID W     -   577,190.      807,160.      MT  (+/- 180 meters Scaled)
 RY0602
 RY0602                          SUPERSEDED SURVEY CONTROL
 RY0602
 RY0602  NGVD 29 (??/??/92)  513.171  (m)         1683.63   (f) ADJ UNCH    2 0
 RY0602
 RY0602.Superseded values are not recommended for survey control.
 RY0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0602.See file dsdata.txt to determine how the superseded data were derived.
 RY0602
 RY0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM024906(NAD 83)
 RY0602_MARKER: N = NAIL
 RY0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0602_SP_SET: TREE
 RY0602_STAMPING: AF 1959
 RY0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0602
 RY0602  HISTORY     - Date     Condition        Report By
 RY0602  HISTORY     - 1959     MONUMENTED       CGS
 RY0602
 RY0602                          STATION DESCRIPTION
 RY0602
 RY0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0602'51.2 MI NE FROM AHSAHKA.
 RY0602'ABOUT 51.2 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0602'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE NORTH SIDE OF THE RIVER,
 RY0602'IN THE BOTTOM OF THE SOUTHWEST SIDE OF A 36-INCH CEDAR TREE, 6 FEET
 RY0602'NORTHEAST OF THE TRAIL, 16 FEET EAST OF A BLAZED TREE, AND ABOUT 4
 RY0602'FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0598 ***********************************************************************
 RY0598  DESIGNATION -  AG
 RY0598  PID         -  RY0598
 RY0598  STATE/COUNTY-  ID/CLEARWATER
 RY0598  USGS QUAD   -  THOMPSON POINT (1994)
 RY0598
 RY0598                         *CURRENT SURVEY CONTROL
 RY0598  ___________________________________________________________________
 RY0598* NAD 83(1986)-  46 51 43.     (N)    115 41 31.     (W)     SCALED    
 RY0598* NAVD 88     -       510.013  (meters)    1673.27   (feet)  ADJUSTED  
 RY0598  ___________________________________________________________________
 RY0598  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 RY0598  DYNAMIC HT  -         509.877 (meters)    1672.82  (feet)  COMP
 RY0598  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 RY0598
 RY0598  VERT ORDER  -  SECOND    CLASS 0
 RY0598
 RY0598.The horizontal coordinates were scaled from a topographic map and have
 RY0598.an estimated accuracy of +/- 6 seconds.
 RY0598
 RY0598.The orthometric height was determined by differential leveling
 RY0598.and adjusted by the National Geodetic Survey in June 1991..
 RY0598
 RY0598.The geoid height was determined by GEOID03.
 RY0598
 RY0598.The dynamic height is computed by dividing the NAVD 88
 RY0598.geopotential number by the normal gravity value computed on the
 RY0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0598.degrees latitude (g = 980.6199 gals.).
 RY0598
 RY0598.The modeled gravity was interpolated from observed gravity values.
 RY0598
 RY0598;                    North         East    Units  Estimated Accuracy
 RY0598;SPC ID W     -   577,250.      804,430.      MT  (+/- 180 meters Scaled)
 RY0598
 RY0598                          SUPERSEDED SURVEY CONTROL
 RY0598
 RY0598  NGVD 29 (??/??/92)  508.792  (m)         1669.26   (f) ADJ UNCH    2 0
 RY0598
 RY0598.Superseded values are not recommended for survey control.
 RY0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0598.See file dsdata.txt to determine how the superseded data were derived.
 RY0598
 RY0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM997906(NAD 83)
 RY0598_MARKER: N = NAIL
 RY0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0598_SP_SET: TREE
 RY0598_STAMPING: AG
 RY0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0598
 RY0598  HISTORY     - Date     Condition        Report By
 RY0598  HISTORY     - UNK      MONUMENTED       CGS
 RY0598  HISTORY     - 1959     GOOD             NGS
 RY0598
 RY0598                          STATION DESCRIPTION
 RY0598
 RY0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0598'49.6 MI NE FROM AHSAHKA.
 RY0598'ABOUT 49.6 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0598'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE NORTH SIDE OF THE RIVER,
 RY0598'ON THE SOUTHWEST SIDE OF A 27-INCH CEDAR TREE, 3 1/2 FEET NORTHEAST OF
 RY0598'THE TRAIL, 37 FEET NORTH OF A BLAZED TREE, 22 FEET EAST OF A BLAZED
 RY0598'TREE, AND ABOUT 2 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1861 ***********************************************************************
 RZ1861  DESIGNATION -  AGATHA
 RZ1861  PID         -  RZ1861
 RZ1861  STATE/COUNTY-  ID/NEZ PERCE
 RZ1861  USGS QUAD   -  LENORE (1990)
 RZ1861
 RZ1861                         *CURRENT SURVEY CONTROL
 RZ1861  ___________________________________________________________________
 RZ1861* NAD 83(1992)-  46 30 10.20677(N)    116 36 49.51990(W)     ADJUSTED  
 RZ1861* NAVD 88     -       816.1    (meters)    2677.     (feet)  VERTCON   
 RZ1861  ___________________________________________________________________
 RZ1861  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 RZ1861  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 RZ1861
 RZ1861  HORZ ORDER  -  SECOND
 RZ1861
 RZ1861.The horizontal coordinates were established by classical geodetic methods
 RZ1861.and adjusted by the National Geodetic Survey in July 1992..
 RZ1861
 RZ1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1861
 RZ1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1861
 RZ1861.The geoid height was determined by GEOID03.
 RZ1861
 RZ1861;                    North         East     Units Scale Factor Converg.
 RZ1861;SPC ID W     -   537,692.353   733,703.880   MT  0.99998734   -0 37 35.8
 RZ1861;UTM  11      - 5,149,990.863   529,635.716   MT  0.99961080   +0 16 48.7
 RZ1861
 RZ1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1861!SPC ID W     -   0.99987487  x   0.99998734  =   0.99986221
 RZ1861!UTM  11      -   0.99987487  x   0.99961080  =   0.99948572
 RZ1861
 RZ1861:                Primary Azimuth Mark                     Grid Az
 RZ1861:SPC ID W     -  AGATHA AZ MK                             158 00 19.2
 RZ1861:UTM  11      -  AGATHA AZ MK                             157 05 54.7
 RZ1861
 RZ1861|---------------------------------------------------------------------|
 RZ1861| PID    Reference Object                     Distance      Geod. Az  |
 RZ1861|                                                           dddmmss.s |
 RZ1861| CH6302 AGATHA AZ MK                                       1572243.4 |
 RZ1861| CH6304 AGATHA RM 2                           6.897 METERS 23201     |
 RZ1861| CH6303 AGATHA RM 1                          10.086 METERS 35922     |
 RZ1861|---------------------------------------------------------------------|
 RZ1861
 RZ1861                          SUPERSEDED SURVEY CONTROL
 RZ1861
 RZ1861  NAD 83(1986)-  46 30 10.21228(N)    116 36 49.51523(W) AD(       ) 2
 RZ1861  NAD 27      -  46 30 10.59580(N)    116 36 45.98090(W) AD(       ) 2
 RZ1861  NGVD 29 (07/19/86)  815.1    (m)         2674.     (f) VERT ANG       
 RZ1861
 RZ1861.Superseded values are not recommended for survey control.
 RZ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1861.See file dsdata.txt to determine how the superseded data were derived.
 RZ1861
 RZ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM2963649991(NAD 83)
 RZ1861_MARKER: DD = SURVEY DISK
 RZ1861_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RZ1861
 RZ1861  HISTORY     - Date     Condition        Report By
 RZ1861  HISTORY     - 1957     MONUMENTED       USGS
 RZ1861  HISTORY     - 1959     GOOD             CGS
 RZ1861  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RZ1861
 RZ1861                          STATION DESCRIPTION
 RZ1861
 RZ1861'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1861'LOCATED ABOUT 11.0 MI NE. OF LAPWAI, 3.5 MI SW. OF LENORE, 1.5 MI
 RZ1861'S. OF CLEARWATER RIVER.  ON TOP OF PROMINENT POINT OVERLOOKING
 RZ1861'CLEARWATER RIVER CANYON, IN SOUTHWEST CORNER SECTION 32, T37N,
 RZ1861'R2W.
 RZ1861'
 RZ1861'TO REACH FROM JCT. OF U.S. HWY. 95 AND STATE HWY. 9 AT SPAULDING,
 RZ1861'DRIVE E. UP SOUTH SIDE OF CLEARWATER RIVER 6.4 MI ON STATE HWY. 9
 RZ1861'TO MYRTLE BEACH STORE.  0.8 MI PAST MYRTLE BEACH STORE TURN RIGHT
 RZ1861'OFF STATE HWY. 9 ONTO OILED RD. 2.6 MI SE. UP COTTONWOOD CREEK TO
 RZ1861'END OF OILED SURFACE AND RD. FORKS.  TAKE LEFT FORK 2.2 MI E. UP
 RZ1861'WINDING GRAVEL RD. TO SHARP U-CURVE RIGHT.  TURN LEFT 0.6 MI N.
 RZ1861'ALONG RD. UP DRAIN TO FARMHOUSE.  PASS THROUGH FARMYARD CLIMBING
 RZ1861'UP RD. NE. 1.5 MI TO END OF RD. IN FIELD AND STATION 0.5 MI E.
 RZ1861'ACROSS FIELD ON HIGHEST TOP.
 RZ1861'
 RZ1861'STATION MARK--STANDARD TABLET STAMPED---AGATHA 1957---, IN TOP OF
 RZ1861'CONCRETE POST.
 RZ1861'
 RZ1861'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, IN CONCRETE POST.
 RZ1861'
 RZ1861'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, IN CONCRETE POST.
 RZ1861
 RZ1861                          STATION RECOVERY (1959)
 RZ1861
 RZ1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1861'STATION IS LOCATED ABOUT 9 MILES EAST AND 6-3/4 MILES NORTH
 RZ1861'OF LAPWAI, 2-3/4 MILES WEST AND 1/4 MILE SOUTH OF LENORE, 1
 RZ1861'MILE SOUTH-SOUTHWEST OF THE CLEARWATER RIVER, IN THE SOUTHWEST
 RZ1861'1/4 OF SECTION 32, T 37 N, R 2 W, AT THE NORTH END OF A
 RZ1861'SPUR RIDGE PROJECTING NORTHWARD FROM THE GENERAL EAST-WEST
 RZ1861'RIM OF THE HIGHLANDS OVERLOOKING THE CLEARWATER RIVER TO THE
 RZ1861'NORTH, JUST NORTH OF A CULTIVATED FIELD AND ON PROPERTY OWNED
 RZ1861'BY J. MESSINGER.  STATION IS ON THE MOST PROMINENT POINT IN
 RZ1861'THE IMMEDIATE VICINITY.
 RZ1861'
 RZ1861'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE
 RZ1861'HIGHWAY 9, AT SPALDING PARK, GO NORTHEASTERLY ON STATE HIGHWAY
 RZ1861'9 FOR 7.2 MILES TO A SIDE ROAD RIGHT.  (COTTONWOOD CANYON ROAD)
 RZ1861'TURN RIGHT AND FOLLOW SURFACED ROAD SOUTHEASTERLY FOR 2.6 MILES
 RZ1861'TO A FORK.  TAKE THE LEFT FORK AND FOLLOW WINDING GRAVELED
 RZ1861'ROAD EASTERLY FOR 2.2 MILES TO A SHARP U-CURVE TO THE RIGHT,
 RZ1861'AT OLD BUILDINGS IN A DRAW.  TURN LEFT AND FOLLOW ROAD UP
 RZ1861'DRAW FOR 0.6 MILE TO A RANCH HOUSE.  PASS THROUGH THE RANCH
 RZ1861'YARD AND CONTINUE NORTH AND NORTHEAST ON FARM ROAD UP DRAW
 RZ1861'FOR 1.5 MILES TO THE END OF THE ROAD AT THE NORTH EDGE OF A
 RZ1861'CULTIVATED FIELD.  CONTINUE EASTERLY ACROSS A GRASSY MEADOW
 RZ1861'FOR 0.25 MILE TO THE EDGE OF ANOTHER CULTIVATED FIELD AND
 RZ1861'ETT.  PACK SOUTHEAST FOR ABOUT 1/4 MILE TO THE HIGHEST POINT
 RZ1861'OF THE RIDGE AND STATION AS DESCRIBED.  TO REACH THE AZIMUTH
 RZ1861'MARK FROM THE STATION GO SOUTH AND EAST ALONG THE EDGE OF
 RZ1861'THE BLUFF FOR ABOUT 0.5 MILE TO TWO TWIN PINE TREES ON THE
 RZ1861'LEFT JUST BELOW THE EDGE OF THE BLUFF AND THE MARK AS
 RZ1861'DESCRIBED.
 RZ1861'
 RZ1861'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 RZ1861'STAMPED AGATHA 1957, SET IN THE TOP OF A 6 INCH ROUND POST
 RZ1861'PROJECTING 5 INCHES.  IT IS 42 FEET SOUTH OF THE APPROXIMATED
 RZ1861'END OF THE RIDGE, 15 FEET WEST OF THE EAST EDGE OF THE BLUFF.
 RZ1861'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET EAST OF THE MARK.
 RZ1861'
 RZ1861'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 RZ1861'DISK, STAMPED NO 1 1957, SET IN THE TOP OF A 6 INCH ROUND
 RZ1861'CONCRETE POST PROJECTING 7 INCHES.  IT IS 13 FEET WEST OF THE
 RZ1861'EAST EDGE OF THE BLUFF AND 9 FEET SOUTH OF THE NORTH END
 RZ1861'OF RIDGE.
 RZ1861'
 RZ1861'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 RZ1861'DISK, STAMPED NO 2 1957, SET IN THE TOP OF A 6 INCH ROUND
 RZ1861'CONCRETE POST PROJECTING 6 INCHES.  IT IS 60 FEET SOUTH OF THE
 RZ1861'NORTH END OF RIDGE AND 30 FEET WEST OF THE EAST EDGE OF THE
 RZ1861'BLUFF.
 RZ1861'
 RZ1861'AZIMUTH MARK IS A STANDARD DISK, STAMPED AGATHA USGS 1959,
 RZ1861'CEMENTED IN A DRILL HOLE IN A 12 X 16 INCH BOULDER PROJECTING
 RZ1861'4 INCHES.  IT IS 51 FEET SOUTH OF TWO TWIN 12 INCH PINE TREES,
 RZ1861'AND 39 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD.  A
 RZ1861'4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 RZ1861
 RZ1861                          STATION RECOVERY (1970)
 RZ1861
 RZ1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BPA)
 RZ1861'REACHED BY HELICOPTER.  R.M. NO.S 1 AND 2 FOUND IN GOOD
 RZ1861'CONDITION.  STATION MARK PROPER HAS BEEN DAMAGED.  DID NOT
 RZ1861'SEARCH FOR AZIMUTH MARK.  1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0597 ***********************************************************************
 RY0597  DESIGNATION -  AH
 RY0597  PID         -  RY0597
 RY0597  STATE/COUNTY-  ID/CLEARWATER
 RY0597  USGS QUAD   -  THOMPSON POINT (1994)
 RY0597
 RY0597                         *CURRENT SURVEY CONTROL
 RY0597  ___________________________________________________________________
 RY0597* NAD 83(1986)-  46 52 05.     (N)    115 42 03.     (W)     SCALED    
 RY0597* NAVD 88     -       496.869  (meters)    1630.14   (feet)  ADJUSTED  
 RY0597  ___________________________________________________________________
 RY0597  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 RY0597  DYNAMIC HT  -         496.733 (meters)    1629.70  (feet)  COMP
 RY0597  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 RY0597
 RY0597  VERT ORDER  -  SECOND    CLASS 0
 RY0597
 RY0597.The horizontal coordinates were scaled from a topographic map and have
 RY0597.an estimated accuracy of +/- 6 seconds.
 RY0597
 RY0597.The orthometric height was determined by differential leveling
 RY0597.and adjusted by the National Geodetic Survey in June 1991..
 RY0597
 RY0597.The geoid height was determined by GEOID03.
 RY0597
 RY0597.The dynamic height is computed by dividing the NAVD 88
 RY0597.geopotential number by the normal gravity value computed on the
 RY0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0597.degrees latitude (g = 980.6199 gals.).
 RY0597
 RY0597.The modeled gravity was interpolated from observed gravity values.
 RY0597
 RY0597;                    North         East    Units  Estimated Accuracy
 RY0597;SPC ID W     -   577,930.      803,750.      MT  (+/- 180 meters Scaled)
 RY0597
 RY0597                          SUPERSEDED SURVEY CONTROL
 RY0597
 RY0597  NGVD 29 (??/??/92)  495.644  (m)         1626.13   (f) ADJ UNCH    2 0
 RY0597
 RY0597.Superseded values are not recommended for survey control.
 RY0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0597.See file dsdata.txt to determine how the superseded data were derived.
 RY0597
 RY0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM990913(NAD 83)
 RY0597_MARKER: N = NAIL
 RY0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0597_SP_SET: TREE ROOT
 RY0597_STAMPING: AH
 RY0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0597
 RY0597  HISTORY     - Date     Condition        Report By
 RY0597  HISTORY     - UNK      MONUMENTED       CGS
 RY0597  HISTORY     - 1959     GOOD             NGS
 RY0597
 RY0597                          STATION DESCRIPTION
 RY0597
 RY0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0597'49.0 MI NE FROM AHSAHKA.
 RY0597'ABOUT 49.0 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0597'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE NORTH SIDE OF THE RIVER,
 RY0597'IN THE TOP OF A ROOT ON THE SOUTHWEST SIDE OF A SPRUCE TREE BEARING A
 RY0597'TRIANGULAR BLAZE, 4 FEET NORTHEAST OF THE TRAIL, 58 FEET NORTHWEST OF
 RY0597'A BLAZED TREE, 67 FEET SOUTHEAST OF A BLAZED TREE, AND ABOUT 2 1/2
 RY0597'FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1763 ***********************************************************************
 RZ1763  DESIGNATION -  AHSA RESET
 RZ1763  PID         -  RZ1763
 RZ1763  STATE/COUNTY-  ID/CLEARWATER
 RZ1763  USGS QUAD   -  AHSAHKA (1994)
 RZ1763
 RZ1763                         *CURRENT SURVEY CONTROL
 RZ1763  ___________________________________________________________________
 RZ1763* NAD 83(1992)-  46 31 23.56893(N)    116 20 39.68813(W)     ADJUSTED  
 RZ1763* NAVD 88     -       944.8    (meters)    3100.     (feet)  VERTCON   
 RZ1763  ___________________________________________________________________
 RZ1763  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 RZ1763  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 RZ1763
 RZ1763  HORZ ORDER  -  SECOND
 RZ1763
 RZ1763.The horizontal coordinates were established by classical geodetic methods
 RZ1763.and adjusted by the National Geodetic Survey in July 1992..
 RZ1763
 RZ1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1763
 RZ1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1763
 RZ1763.The geoid height was determined by GEOID03.
 RZ1763
 RZ1763;                    North         East     Units Scale Factor Converg.
 RZ1763;SPC ID W     -   539,766.614   754,398.056   MT  0.99995889   -0 25 52.7
 RZ1763;UTM  11      - 5,152,391.573   550,287.191   MT  0.99963108   +0 28 32.8
 RZ1763
 RZ1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1763!SPC ID W     -   0.99985462  x   0.99995889  =   0.99981352
 RZ1763!UTM  11      -   0.99985462  x   0.99963108  =   0.99948576
 RZ1763
 RZ1763|---------------------------------------------------------------------|
 RZ1763| PID    Reference Object                     Distance      Geod. Az  |
 RZ1763|                                                           dddmmss.s |
 RZ1763| CH6309 AHSA RM 1                            10.017 METERS 16512     |
 RZ1763| CH6310 AHSA RM 2                             7.451 METERS 28027     |
 RZ1763| CH6308 AHSA AZ MK                                         3043323.2 |
 RZ1763|---------------------------------------------------------------------|
 RZ1763
 RZ1763                          SUPERSEDED SURVEY CONTROL
 RZ1763
 RZ1763  NAD 83(1986)-  46 31 23.57435(N)    116 20 39.68389(W) AD(       ) 2
 RZ1763  NAD 27      -  46 31 23.92910(N)    116 20 36.17270(W) AD(       ) 2
 RZ1763  NGVD 29 (07/19/86)  943.8    (m)         3096.     (f) VERT ANG       
 RZ1763
 RZ1763.Superseded values are not recommended for survey control.
 RZ1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1763.See file dsdata.txt to determine how the superseded data were derived.
 RZ1763
 RZ1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM5028752392(NAD 83)
 RZ1763_MARKER: DH = HORIZONTAL CONTROL DISK
 RZ1763_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1763_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RZ1763_STAMPING: AHSA 1959 1981
 RZ1763_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1763+STABILITY: POSITION/ELEVATION WELL
 RZ1763
 RZ1763  HISTORY     - Date     Condition        Report By
 RZ1763  HISTORY     - 1981     MONUMENTED       NGS
 RZ1763
 RZ1763                          STATION DESCRIPTION
 RZ1763
 RZ1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RZ1763'THE STATION DISK HAD BEEN REMOVED FROM THE HOLE.  THE AZIMUTH MARK WAS
 RZ1763'FOUND OUT OF THE GROUND.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 RZ1763'GOOD CONDITION.  A NEW SURFACE MARK WAS ESTABLISHED ALONG WITH AZ MK
 RZ1763'NO 2.  A BOONEVILLE POWER COMPANY DISK WAS ALSO TURNED IN AT THIS
 RZ1763'TIME.  IT WAS NOT UP TO NGS STANDARDS SO WAS ONLY MEASURES TO WITH AN
 RZ1763'UNSTANDARDIZED STEEL TAPE.  THE SEA LEVEL DISTANCE TO THE AZIMUTH MARK
 RZ1763'IS 1132.700 METERS (3716.200 FT).
 RZ1763' 
 RZ1763'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) W AND 4.8 KM (3.00 MI) N
 RZ1763'OF OROFINO, 2.4 KM (1.50 MI) NW AMSAHKA ON THE S RIM OF A HIGH RIDGE
 RZ1763'OVERLOOKING AND PARALLELING THE CLEARWATER RIVER ON PROPERTY OWNED BY
 RZ1763'MARVIN PREUSSLER OF ROUTE 1, BOX 68, LENDRE IDAHO 83541.  TO REACH THE
 RZ1763'STATION FROM THE NW END OF THE BRIDGE AT AHSAHKA GO NORTHWEST ON
 RZ1763'COUNTY ROAD P 1 FOR 1.28 KM (0.80 MI) TO A ROAD FORK TURN RIGHT TOWARD
 RZ1763'DAM AND GO 1.6 KM (1.00 MI) TO A SIDE ROAD LEFT, TURN LEFT UPHILL AND
 RZ1763'GO 5.1 KM.  (3.15 MI) TURN RIGHT AND GO ABOUT 30 METERS (98.4 FT) TO A
 RZ1763'FORK, TURN RIGHT AND GO 0.48 KM (0.30 MI) UPHILL TO A ROAD FORK.  TURN
 RZ1763'RIGHT ON TRACK ROAD AND GO 0.2 KM (0.10 MI) TO A GATE PASS THROUGH
 RZ1763'GATE AND FOLLOW TRACK ROAD ALONG THE W SIDE OF A CULTIVATED FIELD FOR
 RZ1763'ABOUT .16 KM (0.10 MI) TO A FENCE CORNER AND A LONG WIRE GATE, PASS
 RZ1763'THROUGH GATE AND GO .16 KM (0.10 MI) TO A POWER LINE TOWER AND THE
 RZ1763'STATION ON THE RIGHT.
 RZ1763' 
 RZ1763'THE STATION IS A STANDARD NGS DISK STAMPED---AHSA 1959 1981---, SET
 RZ1763'INTO ROCK OUTCROP, 10 METERS (32.8 FT) LARGEST DIMENSION.  THE STATION
 RZ1763'IS LOCATED 33 METERS (108.3 FT) S FROM A FENCE, 15.5 METERS (50.9 FT)
 RZ1763'NE FROM NE LEG OF TOWER, 7.5 METERS (24.6 FT) S FROM THE CENTERLINE OF
 RZ1763'A TRACK ROAD, 8.9 METERS (29.2 FT) WNW FROM A 20 CENTIMETER PINE TREE
 RZ1763'WITH A WITNESS SIGN ATTACHED.
 RZ1763' 
 RZ1763'REFERENCE MARK NO 1 IS A STANDARD USCGS DISK STAMPED---AHSA NO 1
 RZ1763'1959---, SET INTO PARTIALLY EXPOSED BOULDER OF 0.5 METERS (1.6 FT)
 RZ1763'LARGEST DIMENSION.  THE STATION IS LOCATED 16.5 METERS (54.1 FT) S
 RZ1763'FROM THE CENTERLINE OF A TRACK ROAD, 19.5 METERS (64.0 FT) E FROM THE
 RZ1763'NE LEG OF A POWERLINE TOWER, 5.3 METERS (17.4 FT) SSW FROM A 25
 RZ1763'CENTIMETER PINE TREE WITH A WITNESS SIGN ATTACHED, AND 0.4 METERS (1.3
 RZ1763'FT) LOWER THAN THE STATION.
 RZ1763' 
 RZ1763'REFERENCE MARK NO 2, IS A STANDARD USCGS DISK STAMPED---AHSA NO 2
 RZ1763'1959---. THE STATION IS LOCATED 15.7 METERS (51.5 FT) W FROM TREE WITH
 RZ1763'WITNESS SIGN ATTACHED, 9.6 METERS (31.5 FT) S FROM THE CENTERLINE OF A
 RZ1763'TRACK ROAD, 8.5 METERS (27.9 FT) NE FROM THE NE LEG OF TOWER, AND 0.2
 RZ1763'METERS (0.7 FT) LOWER THAN THE STATION.
 RZ1763' 
 RZ1763'REFERENCE MARK NO 3, IS A BONNEVILLE POWER ADM DISK STAMPED---153 +
 RZ1763'ELEV 3087---,  SET INTO THE TOP OF A 3 CENTIMETER IRON PIPE PROJECTING
 RZ1763'10 CENTIMETERS.  THE STATION IS LOCATED 4.6 METERS (15.1 FT) SW FROM
 RZ1763'THE NE LEG OF A POWERLINE TOWER, 4.6 METERS (15.1 FT) SE FROM THE NW
 RZ1763'LEG OF A POWERLINE TOWER.
 RZ1763' 
 RZ1763'AZIMUTH MARK NO 2 IS A NGS DISK STAMPED--AHSA 1959 NO 2 1981--, SET
 RZ1763'INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE, 50 CM IN DIAMETER,
 RZ1763'FLUSH WITH GROUND.  THE STATION IS LOCATED 100 METERS (328.1 FT) N
 RZ1763'FROM A POWERLINE CROSSING, 15 METERS (49.2 FT) W FROM THE CENTERLINE
 RZ1763'OF A ROAD, 3 METERS (9.8 FT) W FROM THE TOP EDGE OF ROCK OUTCROP.  TO
 RZ1763'REACH THE STATION FROM THE STATION GO BACK DOWN HILL 0.7 MILE (1.1 KM)
 RZ1763'TO MAIN GRAVEL ROAD TURN RIGHT AND GO 0.7 MILE (1.1 KM) TO A PRIVATE
 RZ1763'ROAD LEFT.  TURN HARD LEFT AND GO 0.2 MILE (0.3 KM) TO A ROCK OUTCROP
 RZ1763'AND AZIMUTH MARK ON THE RIGHT.  IT IS ABOUT 8 METERS (26.2 FT) HIGHER
 RZ1763'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0789 ***********************************************************************
 OY0789  DESIGNATION -  AIR
 OY0789  PID         -  OY0789
 OY0789  STATE/COUNTY-  ID/JEFFERSON
 OY0789  USGS QUAD   -  HAMER (1964)
 OY0789
 OY0789                         *CURRENT SURVEY CONTROL
 OY0789  ___________________________________________________________________
 OY0789* NAD 83(1992)-  43 57 44.37774(N)    112 10 05.56806(W)     ADJUSTED  
 OY0789* NAVD 88     -      1541.4    (meters)    5057.     (feet)  VERTCON   
 OY0789  ___________________________________________________________________
 OY0789  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 OY0789  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 OY0789
 OY0789  HORZ ORDER  -  SECOND
 OY0789
 OY0789.The horizontal coordinates were established by classical geodetic methods
 OY0789.and adjusted by the National Geodetic Survey in July 1992..
 OY0789
 OY0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0789
 OY0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0789
 OY0789.The geoid height was determined by GEOID03.
 OY0789
 OY0789;                    North         East     Units Scale Factor Converg.
 OY0789;SPC ID E     -   255,009.518   199,875.874   MT  0.99994737   -0 00 03.9
 OY0789;UTM  12      - 4,868,351.911   406,280.044   MT  0.99970803   -0 48 39.7
 OY0789
 OY0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0789!SPC ID E     -   0.99976012  x   0.99994737  =   0.99970751
 OY0789!UTM  12      -   0.99976012  x   0.99970803  =   0.99946822
 OY0789
 OY0789|---------------------------------------------------------------------|
 OY0789| PID    Reference Object                     Distance      Geod. Az  |
 OY0789|                                                           dddmmss.s |
 OY0789| OY0788 AIR RM 1                             19.836 METERS 07252     |
 OY0789| CN3853 AIR RM 2                             11.996 METERS 15343     |
 OY0789| CN3852 AIR AZ MK                                          2084515.5 |
 OY0789|---------------------------------------------------------------------|
 OY0789
 OY0789                          SUPERSEDED SURVEY CONTROL
 OY0789
 OY0789  NAD 83(1986)-  43 57 44.37228(N)    112 10 05.55496(W) AD(       ) 2
 OY0789  NAD 27      -  43 57 44.70120(N)    112 10 02.63370(W) AD(       ) 2
 OY0789  NGVD 29 (07/19/86) 1540.3    (m)         5053.     (f) VERT ANG       
 OY0789
 OY0789.Superseded values are not recommended for survey control.
 OY0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0789.See file dsdata.txt to determine how the superseded data were derived.
 OY0789
 OY0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0628068352(NAD 83)
 OY0789_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0789_SETTING: 66 = SET IN ROCK OUTCROP
 OY0789
 OY0789  HISTORY     - Date     Condition        Report By
 OY0789  HISTORY     - 1959     MONUMENTED       CGS
 OY0789  HISTORY     - 1963     GOOD             USGS
 OY0789
 OY0789                          STATION DESCRIPTION
 OY0789
 OY0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0789'THE STATION IS 3 MILES NORTHEAST OF HAMER ON THE SUMMIT OF THE
 OY0789'MOST NORTHERLY ONE OF TWO LAVA BUTTES.  THIS BUTTE IS ALSO THE
 OY0789'SITE OF BEACON 22.
 OY0789'
 OY0789'TO REACH THE STATION FROM THE POST OFFICE AT HAMER, PROCEED
 OY0789'NORTH ALONG U.S. HIGHWAY 91 FOR 2.5 MILES TO A SIDE ROAD RIGHT,
 OY0789'TURN RIGHT, EAST, AND FOLLOW THE GRADED ROAD ALONG THE SOUTH
 OY0789'SIDE OF A VERY WIDE RIGHT OF WAY FOR 2.4 MILES TO A DIM FORK
 OY0789'AT THE SUMMIT OF A LOW FLAT SADDLE AND A TWO-POLE POWER LINE
 OY0789'CROSSING.  THE AZIMUTH MARK IS 0.15 MILE SOUTHEAST OF THIS
 OY0789'POINT, ON THE SUMMIT AND NORTH END OF A LOW HILL 0.1 MILE SOUTH
 OY0789'OF THE GRADED ROAD.  TURN TO THE LEFT, NORTHEAST, UNDER THE
 OY0789'POWER LINE ON TO A TRACK ROAD LEADING TO THE BEACON FOR
 OY0789'0.5 MILE TO THE SUMMIT OF THE BUTTE AND THE STATION SITE
 OY0789'ABOUT 65 FEET WEST OF THE BEACON TOWER, 20 FEET EAST OF THE
 OY0789'WEST RIM OF THE LAVA OUTCROPPING.
 OY0789'
 OY0789'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OY0789'IN LAVA BEDROCK, FLUSH WITH THE SURFACE, AND STAMPED AIR 1959.
 OY0789'
 OY0789'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE,
 OY0789'FLUSH, IN THE CENTER OF THE CONCRETE PLATFORM SUPPORTING THE
 OY0789'BEACON TOWER.  IT IS STAMPED AIR NO 1 1959.
 OY0789'
 OY0789'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OY0789'FLUSH WITH THE SURFACE OF THE OUTCROPPING BEDROCK, 15 FEET
 OY0789'NORTHEAST OF THE SOUTHWEST RIM OF THE BUTTE.  IT IS STAMPED AIR
 OY0789'NO 2 1959.
 OY0789'
 OY0789'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE,
 OY0789'FLUSH WITH THE SURFACE, IN OUTCROPPING BEDROCK.  IT IS STAMPED
 OY0789'AIR 1959.
 OY0789'
 OY0789'SINCE THE OCCUPATION OF THE STATION, A LARGE CAIRN 8 FEET HIGH
 OY0789'WAS BUILT ABOUT 10 FEET SOUTHEAST FROM THE STATION.
 OY0789
 OY0789                          STATION RECOVERY (1963)
 OY0789
 OY0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OY0789'STATION MARK--A STANDARD DISK STAMPED---AIR 1959---, CEMENTED IN
 OY0789'A DRILL HOLE IN LAVA BEDROCK, FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1596 ***********************************************************************
 NU1596  DESIGNATION -  AIR BEACON 11
 NU1596  PID         -  NU1596
 NU1596  STATE/COUNTY-  ID/ONEIDA
 NU1596  USGS QUAD   -  ARBON (1973)
 NU1596
 NU1596                         *CURRENT SURVEY CONTROL
 NU1596  ___________________________________________________________________
 NU1596* NAD 83(1992)-  42 24 50.96646(N)    112 30 28.39496(W)     ADJUSTED  
 NU1596* NAVD 88     -      1993.3    (meters)    6540.     (feet)  VERTCON   
 NU1596  ___________________________________________________________________
 NU1596  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 NU1596  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 NU1596
 NU1596  HORZ ORDER  -  THIRD
 NU1596
 NU1596.The horizontal coordinates were established by classical geodetic methods
 NU1596.and adjusted by the National Geodetic Survey in July 1992..
 NU1596
 NU1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1596
 NU1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1596
 NU1596.The geoid height was determined by GEOID03.
 NU1596
 NU1596;                    North         East     Units Scale Factor Converg.
 NU1596;SPC ID E     -    83,078.869   171,915.114   MT  0.99995707   -0 13 48.5
 NU1596;UTM  12      - 4,696,862.594   375,932.063   MT  0.99978939   -1 01 01.8
 NU1596
 NU1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1596!SPC ID E     -   0.99968957  x   0.99995707  =   0.99964666
 NU1596!UTM  12      -   0.99968957  x   0.99978939  =   0.99947903
 NU1596
 NU1596:                Primary Azimuth Mark                     Grid Az
 NU1596:SPC ID E     -  56 FMK                                   112 39 41.5
 NU1596:UTM  12      -  56 FMK                                   113 26 54.8
 NU1596
 NU1596|---------------------------------------------------------------------|
 NU1596| PID    Reference Object                     Distance      Geod. Az  |
 NU1596|                                                           dddmmss.s |
 NU1596| NU1594 56 FMK                              APPROX. 5.7 KM 1122553.0 |
 NU1596|---------------------------------------------------------------------|
 NU1596
 NU1596                          SUPERSEDED SURVEY CONTROL
 NU1596
 NU1596  NAD 83(1986)-  42 24 50.96684(N)    112 30 28.39049(W) AD(       ) 3
 NU1596  NAD 27      -  42 24 51.26407(N)    112 30 25.45993(W) AD(       ) 3
 NU1596  NGVD 29 (07/19/86) 1992.2    (m)         6536.     (f) VERT ANG       
 NU1596
 NU1596.Superseded values are not recommended for survey control.
 NU1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1596.See file dsdata.txt to determine how the superseded data were derived.
 NU1596
 NU1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM7593296863(NAD 83)
 NU1596_MARKER: H = DRILL HOLE
 NU1596_SETTING: 0 = UNSPECIFIED SETTING
 NU1596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1596
 NU1596  HISTORY     - Date     Condition        Report By
 NU1596  HISTORY     - 1967     MONUMENTED       USGS
 NU1596
 NU1596                          STATION DESCRIPTION
 NU1596
 NU1596'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NU1596'LOCATED ABOUT 20 MI. (AIRLINE) NW. OF MALAD, ABOUT 6 MI. NW. OF
 NU1596'DANIELS, ABOUT 4 MI. SE. OF ARBON, ON THE HIGHEST POINT OF A BALD
 NU1596'TOP ON THE SUMMIT OF THE DIVIDE BETWEEN ARBON AND MALAD VALLEYS.
 NU1596'
 NU1596'STATION MARK--A 1-INCH DRILL HOLE IN ROCK CENTERED UNDER STEEL
 NU1596'BEACON TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0788 ***********************************************************************
 OY0788  DESIGNATION -  AIR RM 1
 OY0788  PID         -  OY0788
 OY0788  STATE/COUNTY-  ID/JEFFERSON
 OY0788  USGS QUAD   -  HAMER (1964)
 OY0788
 OY0788                         *CURRENT SURVEY CONTROL
 OY0788  ___________________________________________________________________
 OY0788* NAD 83(1992)-  43 57 44.56711(N)    112 10 04.71780(W)     ADJUSTED  
 OY0788* NAVD 88     -      1541.     (meters)    5056.     (feet)  SCALED    
 OY0788  ___________________________________________________________________
 OY0788  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 OY0788  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 OY0788
 OY0788  HORZ ORDER  -  SECOND
 OY0788
 OY0788.The horizontal coordinates were established by classical geodetic methods
 OY0788.and adjusted by the National Geodetic Survey in July 1992..
 OY0788
 OY0788.The orthometric height was scaled from a topographic map.
 OY0788
 OY0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0788
 OY0788.The geoid height was determined by GEOID03.
 OY0788
 OY0788;                    North         East     Units Scale Factor Converg.
 OY0788;SPC ID E     -   255,015.362   199,894.829   MT  0.99994737   -0 00 03.3
 OY0788;UTM  12      - 4,868,357.485   406,299.075   MT  0.99970798   -0 48 39.1
 OY0788
 OY0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0788!SPC ID E     -   0.99976017  x   0.99994737  =   0.99970755
 OY0788!UTM  12      -   0.99976017  x   0.99970798  =   0.99946822
 OY0788
 OY0788                          SUPERSEDED SURVEY CONTROL
 OY0788
 OY0788  NAD 83(1986)-  43 57 44.56166(N)    112 10 04.70469(W) AD(       ) 2
 OY0788  NAD 27      -  43 57 44.88900(N)    112 10 01.78000(W) AD(       ) 2
 OY0788
 OY0788.Superseded values are not recommended for survey control.
 OY0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0788.See file dsdata.txt to determine how the superseded data were derived.
 OY0788
 OY0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0629968357(NAD 83)
 OY0788
 OY0788  HISTORY     - Date     Condition        Report By
 OY0788  HISTORY     - 1959     MONUMENTED       CGS
 OY0788  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OY0788  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OY0788
 OY0788                          STATION DESCRIPTION
 OY0788
 OY0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 OY0788'THE STATION IS A STANDARD REVOLVING AIRWAY BEACON SET ON THE
 OY0788'RED AND WHITE PAINTED STEEL TOWER ABOUT 3 MILES NORTHEAST OF
 OY0788'HAMER, 4 MILES SOUTHEAST OF CAMAS AND 3 MILES EAST OF U.S.
 OY0788'HIGHWAY 91.  THE POINT OBSERVED WAS THE CENTER OF THE LIGHT.
 OY0788
 OY0788                          STATION RECOVERY (1959)
 OY0788
 OY0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0788'A STANDARD AIRWAY BEACON OF THE FEDERAL AVIATION AGENCY, LOCATED
 OY0788'ON THE SUMMIT OF A LAVA BUTTE 3 MILES NORTHEAST FROM HAMER.  THE
 OY0788'ELEVATION OF THE TOP OF THE LIGHT IS 16.5 METERS (54.43 FEET)
 OY0788'ABOVE THE CONCRETE FOUNDATION SLAB SUPPORTING THE STEEL BEACON
 OY0788'STRUCTURE.
 OY0788'
 OY0788'THE TRIANGULATION STATION AIR WAS ESTABLISHED ON THE SAME BUTTE,
 OY0788'AND REFERENCE MARK NO. 1 WAS CENTERED UNDER THE CENTER OF THE
 OY0788'BEACON STRUCTURE AND THE ROTATING LIGHT.  THE DISTANCE FROM
 OY0788'THE STATION TO THE REFERENCE MARK IS 19.836 METERS (65.08 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1602 ***********************************************************************
 RZ1602  DESIGNATION -  AIRPORT
 RZ1602  PID         -  RZ1602
 RZ1602  STATE/COUNTY-  ID/NEZ PERCE
 RZ1602  USGS QUAD   -  ASOTIN (1971)
 RZ1602
 RZ1602                         *CURRENT SURVEY CONTROL
 RZ1602  ___________________________________________________________________
 RZ1602* NAD 83(1992)-  46 22 28.46567(N)    117 01 39.62048(W)     ADJUSTED  
 RZ1602* NAVD 88     -       433.5    (meters)    1422.     (feet)  VERTCON   
 RZ1602  ___________________________________________________________________
 RZ1602  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 RZ1602  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 RZ1602
 RZ1602  HORZ ORDER  -  FIRST
 RZ1602
 RZ1602.This mark is at Lewiston-Nez Perce County Airport (LWS)
 RZ1602
 RZ1602.The horizontal coordinates were established by classical geodetic methods
 RZ1602.and adjusted by the National Geodetic Survey in July 1992..
 RZ1602
 RZ1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1602
 RZ1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1602
 RZ1602.The geoid height was determined by GEOID03.
 RZ1602
 RZ1602;                    North         East     Units Scale Factor Converg.
 RZ1602;SPC ID W     -   523,866.670   701,704.198   MT  1.00005206   -0 55 29.8
 RZ1602;SPC WA S     -   121,612.317   767,049.852   MT  0.99992132   +2 31 20.2
 RZ1602;SPC WA S     -   398,989.74  2,516,562.72   sFT  0.99992132   +2 31 20.2
 RZ1602;UTM  11      - 5,135,666.951   497,871.770   MT  0.99960006   -0 01 12.1
 RZ1602
 RZ1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1602!SPC ID W     -   0.99993492  x   1.00005206  =   0.99998697
 RZ1602!SPC WA S     -   0.99993492  x   0.99992132  =   0.99985624
 RZ1602!UTM  11      -   0.99993492  x   0.99960006  =   0.99953500
 RZ1602
 RZ1602|---------------------------------------------------------------------|
 RZ1602| PID    Reference Object                     Distance      Geod. Az  |
 RZ1602|                                                           dddmmss.s |
 RZ1602| CF5164 AIRPORT RM 1                          8.721 METERS 07530     |
 RZ1602| CF5166 AIRPORT RM 3                                       0783428.8 |
 RZ1602| CF5163 AIRPORT AZ MK                                      0783549.0 |
 RZ1602| RZ1595 LEWISTON NEZ CO AIRPORT BCN         APPROX. 1.4 KM 0791718.9 |
 RZ1602| RZ1843 GAP FILLER INSTALLA RADAR TWR       APPROX.14.4 KM 1294013.4 |
 RZ1602| CF5165 AIRPORT RM 2                         80.736 METERS 14910     |
 RZ1602| RZ1587 CLARKSTON TV STATION KLEW MAST      APPROX.10.8 KM 3284845.3 |
 RZ1602|---------------------------------------------------------------------|
 RZ1602
 RZ1602                          SUPERSEDED SURVEY CONTROL
 RZ1602
 RZ1602  NAD 83(1991)-  46 22 28.46583(N)    117 01 39.62017(W) AD(       ) 1
 RZ1602  NAD 83(1986)-  46 22 28.47278(N)    117 01 39.61535(W) AD(       ) 1
 RZ1602  NAD 27      -  46 22 28.88600(N)    117 01 36.05102(W) AD(       ) 1
 RZ1602  NGVD 29 (07/19/86)  432.5    (m)         1419.     (f) VERT ANG       
 RZ1602
 RZ1602.Superseded values are not recommended for survey control.
 RZ1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1602.See file dsdata.txt to determine how the superseded data were derived.
 RZ1602
 RZ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9787235667(NAD 83)
 RZ1602_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1602
 RZ1602  HISTORY     - Date     Condition        Report By
 RZ1602  HISTORY     - 1945     MONUMENTED       CGS
 RZ1602  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RZ1602  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RZ1602  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RZ1602  HISTORY     - 1964     SEE DESCRIPTION  CGS
 RZ1602  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RZ1602  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RZ1602  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RZ1602  HISTORY     - 1974     SEE DESCRIPTION  NGS
 RZ1602
 RZ1602                          STATION DESCRIPTION
 RZ1602
 RZ1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1602'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF THE BRIDGE
 RZ1602'WHICH SPANS THE SNAKE RIVER AT LEWISTON, ABOUT 1.0 MILE WEST
 RZ1602'OF THE LEWISTON ORCHARDS DISTRICT, AND ON THE WEST END OF THE
 RZ1602'AIRPORT.  THE STATION IS 289 FEET NORTH OF THE CENTER LINE OF
 RZ1602'THE WEST EDGE OF THE EAST-WEST RUNWAY, 28 FEET WEST OF A
 RZ1602'CONCRETE DRAINAGE CATCH BASIN AND 17 FEET SOUTH OF THE EDGE
 RZ1602'OF THE DIRT EMBANKMENT.  THIS AIRPORT WAS NOT COMPLETED AT THE
 RZ1602'TIME THE STATION WAS OBSERVED AND THE DISTANCES GIVEN ABOVE
 RZ1602'MIGHT BE CHANGED IN THE EVENT LANDING LIGHTS OR CONCRETE
 RZ1602'APRONS ARE INSTALLED.
 RZ1602'
 RZ1602'TO REACH FROM THE SOUTH END OF THE BRIDGE WHICH SPANS THE
 RZ1602'CLEARWATER RIVER AT LEWISTON.  GO SOUTH ON 18TH STREET FOR
 RZ1602'3. MILES.  TURN RIGHT, WEST, ONTO BURREL STREET AND GO 0.1
 RZ1602'MILE.  PASS THROUGH GATE INTO THE AIRPORT AND FOLLOW THE EAST-WEST
 RZ1602'RUNWAY TO ITS WEST END AND THE STATION TO THE RIGHT.
 RZ1602'
 RZ1602'THE STATION IS A STANDARD DISK, NOTE 1A, SET 4 INCHES BELOW
 RZ1602'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED AIRPORT 1945
 RZ1602'
 RZ1602'REFERENCE MARK NUMBER 1 IS A STANDARD DISK SET IN A DRILL
 RZ1602'HOLE IN A CONCRETE DRAINAGE CATCH BASIN AND IS ABOUT 4 INCHES
 RZ1602'BELOW THE SURFACE OF THE GROUND.  THE DISK IS STAMPED AIRPORT
 RZ1602'NO 1 1945 THIS MARK IS 17 FEET SOUTH OF THE EDGE OF THE
 RZ1602'RUNWAY EMBANKMENT AND 6 INCHES SOUTH OF AN IRON MANHOLE COVER.
 RZ1602'
 RZ1602'REFERENCE MARK NUMBER 2 IS A STANDARD DISK SET IN A DRILL
 RZ1602'HOLE IN A CONCRETE DRAINAGE CATCH BASIN AND IS FLUSH WITH THE
 RZ1602'SURFACE OF THE GROUND.  THE DISK IS STAMPED AIRPORT NO 2 1945
 RZ1602'THIS MARK IS LOCATED 103 FEET EAST OF THE WEST EDGE OF THE
 RZ1602'EAST-WEST RUNWAY AND 6 FEET NORTH OF THE NORTH EDGE OF THE
 RZ1602'EAST-WEST RUNWAY.
 RZ1602'
 RZ1602'THE AZIMUTH MARK IS LOCATED ABOUT 0.7 MILE EAST OF THE STATION,
 RZ1602'19 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING INTO THE
 RZ1602'AIRPORT AND 1 FOOT WEST OF A WIRE FENCE WHICH MARKS THE PROPERTY
 RZ1602'LINE OF THE AIRPORT.  THIS MARK IS A U S C AND G S BENCH MARK
 RZ1602'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 RZ1602'INCHES.  THE DISK IS STAMPED AIRPORT NO 3 1944
 RZ1602
 RZ1602                          STATION RECOVERY (1949)
 RZ1602
 RZ1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GBG)
 RZ1602'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1945.
 RZ1602'THE DESCRIPTION IS ADEQUATE.
 RZ1602
 RZ1602                          STATION RECOVERY (1959)
 RZ1602
 RZ1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1602'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 RZ1602'WITH THE EXCEPTION OF THE AZIMUTH MARK WHICH HAD BEEN DESTROYED
 RZ1602'WHEN THE AIRPORT DEPOT WAS BUILT.  AN ECCENTRIC SET-UP WAS
 RZ1602'MADE TO OBSERVE THE LINE TO STATION SWEET.  A NEW AND COMPLETE
 RZ1602'DESCRIPTION IS AS FOLLOWS--
 RZ1602'
 RZ1602'STATION IS LOCATED ABOUT 3 MILES SOUTH OF LEWISTON, 1 MILE
 RZ1602'WEST OF THE LEWISTON ORCHARDS DISTRICT, AT THE WEST EDGE OF
 RZ1602'THE LEWISTON-NEZ PERCE COUNTY AIRPORT, IN AN OPEN GRASSY
 RZ1602'AREA OVERLOOKING THE SNAKE RIVER VALLEY TO THE WEST AND WITH
 RZ1602'A SHARP BLUFF ON THE NORTH SIDE.
 RZ1602'
 RZ1602'TO REACH FROM THE SOUTH END OF THE CLEARWATER RIVER MEMORIAL
 RZ1602'BRIDGE, IN LEWISTON, GO WEST ON U.S. HIGHWAY 410 FOR 0.4
 RZ1602'MILE TO A SIDE STREET LEFT AT SIGN AIRPORT ON THE RIGHT.  TURN
 RZ1602'LEFT AND FOLLOW MAIN TRAVELED STREET (STARTING WITH 18TH STREET)
 RZ1602'FOR 2.6 MILE TO BRYDEN STREET (CROSS STREET).  CONTINUE
 RZ1602'SOUTH ON 5TH STREET FOR 0.25 MILE TO BURRELL STREET (CROSS
 RZ1602'STREET).  TURN RIGHT AND GO WEST FOR 0.1 MILE TO A SIDE ROAD
 RZ1602'RIGHT AT THE AIRPORT BEACON ON THE LEFT AND THE AZIMUTH MARK
 RZ1602'IN THE NORTHEAST ANGLE OF THE INTERSECTION.  CONTINUE WEST
 RZ1602'FOR 0.1 MILE TO THE AIRPORT DEPOT ON THE LEFT.  CONTINUE
 RZ1602'WEST, PASSING THROUGH A LARGE WIRE MESH GATE, FOR 0.1 MILE
 RZ1602'TO A NORTH-SOUTH TAXI STRIP.  TURN LEFT AND FOLLOW TAXI
 RZ1602'STRIP SOUTH FOR ABOUT 0.5 MILE (CROSSING A MAIN RUNWAY AND
 RZ1602'PASSING TO THE RIGHT OF A WIND SOCK) TO A TAXI STRIP RIGHT
 RZ1602'JUST BEFORE REACHING AN EAST-WEST MAIN RUNWAY.  TURN
 RZ1602'RIGHT AND FOLLOW TAXI STRIP WEST FOR 0.35 MILE TO A LEFT CURVE
 RZ1602'AND THE STATION ON THE RIGHT AS DESCRIBED.
 RZ1602'
 RZ1602'STATION MARKS ARE STANDARD DISKS, STAMPED AIRPORT 1945.
 RZ1602'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE.
 RZ1602'SURFACE MARK IS SET IN THE TOP OF AN 8 INCH SQUARE, CONCRETE
 RZ1602'POST 3 INCHES BELOW THE GROUND SURFACE.  IT IS 301 FEET NORTH
 RZ1602'OF THE CENTER LINE OF THE WEST END OF AN EAST-WEST RUNWAY,
 RZ1602'86 FEET WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE
 RZ1602'CURVE IN THE TAXI STRIP, 29 FEET WEST-SOUTHWEST OF A CONCRETE
 RZ1602'DRAINAGE CATCH BASIN AND 19 FEET SOUTH OF THE NORTH EDGE
 RZ1602'OF A BLUFF.  (NOTE 1A 7A)
 RZ1602'
 RZ1602'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIRPORT NO 1 1945,
 RZ1602'SET IN A DRILL HOLE AT THE SOUTH EDGE OF THE CONCRETE DRAINAGE
 RZ1602'CATCH BASIN.  IT IS 307 FEET NORTH OF THE CENTER LINE OF
 RZ1602'THE WEST END OF THE RUNWAY, 69 FEET NORTHWEST OF THE CURVE
 RZ1602'IN THE TAXI STRIP AND 19 FEET SOUTH OF THE NORTH EDGE OF
 RZ1602'THE BLUFF.
 RZ1602'
 RZ1602'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AIRPORT NO 2
 RZ1602'1945, SET IN A DRILL HOLE AT THE NORTHEAST EDGE OF A SQUARE,
 RZ1602'CONCRETE DRAINAGE CATCH BASIN ALONG THE NORTH EDGE OF THE
 RZ1602'RUNWAY.  IT IS 68 FEET NORTH OF THE CENTER LINE OF THE RUNWAY
 RZ1602'AND 75 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH TAXI
 RZ1602'STRIP.
 RZ1602'
 RZ1602'BENCH MARK AIRPORT NO. 3 (AZIMUTH MARK) IS A COAST AND GEODETIC
 RZ1602'SURVEY BENCH MARK DISK, STAMPED AIRPORT NO 3 1944, SET IN
 RZ1602'THE TOP OF AN 8 INCH SQUARE, CONCRETE POST PROJECTING 2
 RZ1602'INCHES.  IT IS 64 FEET NORTH-NORTHEAST OF THE NORTHEAST LEG
 RZ1602'OF THE BEACON, 32 FEET NORTHEAST OF THE INTERSECTION OF THE
 RZ1602'CENTER LINES OF THE ROADS AND 9 FEET SOUTH OF A POWERLINE
 RZ1602'POLE.
 RZ1602'
 RZ1602'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 258.19 FEET
 RZ1602'(78.696 METERS).
 RZ1602
 RZ1602                          STATION RECOVERY (1960)
 RZ1602
 RZ1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCS)
 RZ1602'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY O.S.R.
 RZ1602'IN 1959.
 RZ1602'
 RZ1602'R.M. NO. 1 RECOVERED IN GOOD CONDITION AS DESCIBED
 RZ1602'
 RZ1602'R.M. NO. 2 RECOVERED IN GOOD CONDITION AS DESCRIBED
 RZ1602
 RZ1602                          STATION RECOVERY (1964)
 RZ1602
 RZ1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DVS)
 RZ1602'THE MARK AND R.M. 1 WERE RECOVERED IN GOOD CONDITION AS
 RZ1602'DESCRIBED.  R.M. 2 IS LOST.  AZIMUTH MARK NOT SEARCHED FOR.
 RZ1602
 RZ1602                          STATION RECOVERY (1970)
 RZ1602
 RZ1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLW)
 RZ1602'STATION WAS RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL
 RZ1602'DATA SUPPLIMENT DATED MAY 1964, LISTED AS STATION NUMBER
 RZ1602'1001, QUAD 461172, IDAHO-WASH.
 RZ1602'
 RZ1602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LEWISTON-NEZ
 RZ1602'PERCE COUNTY AIRPORT
 RZ1602
 RZ1602                          STATION RECOVERY (1970)
 RZ1602
 RZ1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RZ1602'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN
 RZ1602'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  A NEW AZIMUTH
 RZ1602'MARK WAS ESTABLISHED.
 RZ1602'
 RZ1602'THE STATION IS ON THE LEWISTON AIRPORT, ABOUT 2 MILES SOUTH
 RZ1602'OF THE LEWISTON BUSINESS DISTRICT, 3/4 MILE WEST OF THE
 RZ1602'ADMINISTRATION BUILDING AND NEAR THE NORTHWEST END OF THE
 RZ1602'NORTHWEST-SOUTHEAST RUNWAY.
 RZ1602'
 RZ1602'REACHED FROM THE POST OFFICE IN LEWISTON, (AT IDAHO AND 16TH
 RZ1602'ST.), BY GOING EAST ON IDAHO STREET FOR 0.15 MILE, TURN RIGHT
 RZ1602'ON 18TH STREET AND GO SOUTHERLY 2.5 MILES TO THE INTERSECTION
 RZ1602'OF BRYDEN AND 5TH STREET, TURN RIGHT AND GO 0.25 MILE TO A
 RZ1602'T-INTERSECTION, TURN LEFT 0.05 MILE TO A FORK, KEEP RIGHT
 RZ1602'FORK ALONG THE NORTH EDGE OF THE AIRPORT 0.2 MILE, KEEP RIGHT
 RZ1602'AND FOLLOW WINDING GRAVEL ROAD 0.75 MILE TO A FORK, KEEP LEFT
 RZ1602'FOR 0.65 MILE TO A CURVE TO THE LEFT AND THE STATION ON
 RZ1602'TOP OF THE 20-FOOT HIGH BANK ON THE LEFT.
 RZ1602'
 RZ1602'THE STATION MARK, STAMPED AIRPORT 1945, IS A STANDARD DISK
 RZ1602'SET IN CONCRETE 7 INCHES BELOW THE SURFACE OF THE GROUND.
 RZ1602'IT IS 91.8 FEET NORTHWEST OF THE CENTER OF THE TAXIWAY LEADING
 RZ1602'TO THE SE-NW RUNWAY, 29.4 FEET WEST OF THE MANHOLE COVER
 RZ1602'NEAR R.M. 1, 21 FEET SOUTH OF THE NORTH EDGE OF THE BLUFF,
 RZ1602'AND 2.0 FEET EAST OF A METAL WITNESS POST.
 RZ1602'
 RZ1602'REFERENCE MARK NO. 1, STAMPED AIRPORT NO 1 1945, IS A STANDARD
 RZ1602'DISK SET IN CONCRETE 7 INCHES BELOW GROUND.  IT IS 74 FEET
 RZ1602'NORTHWEST OF THE CENTER OF A CURVE IN THE TAXIWAY WHICH LEADS
 RZ1602'TO THE NW-SE RUNWAY, 21 FEET SOUTH OF THE EDGE OF THE BLUFF,
 RZ1602'AND 1.9 FEET SOUTH OF THE CENTER OF A MANHOLE COVER.
 RZ1602'
 RZ1602'REFERENCE MARK NO. 2, STAMPED AIRPORT NO 2 1945, IS A STANDARD
 RZ1602'DISK SET IN THE CONCRETE AROUND A METAL DRAINAGE GRATE, 85.6 FEET
 RZ1602'NORTHEAST OF THE CENTERLINE OF THE NW-SE RUNWAY, 27.7 FEET
 RZ1602'WEST OF AN 18X18-INCH BLACK METAL BOX WITH THE LETTER A
 RZ1602'SHOWING TO THE EAST, AND 0.4 FOOT NORTHEAST OF THE NORTHEAST
 RZ1602'CORNER OF THE METAL DRAINAGE GRATE.
 RZ1602'
 RZ1602'THE AZIMUTH MARK, STAMPED AIRPORT 1945 1970, IS A STANDARD
 RZ1602'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 RZ1602'IT IS 85.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 RZ1602'AIRPORT ADMINISTRATION BUILDING, AND 3 FEET SOUTHWEST
 RZ1602'OF THE PROJECTED SOUTHWEST SIDE OF THE BUILDING, 21 FEET
 RZ1602'NORTHWEST OF THE SOUTHEAST END OF A SIDEWALK, 1 FOOT
 RZ1602'NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE SIDEWALK
 RZ1602'LEADING TO THE BALLOON SHACK AND 1 FOOT SOUTHWEST OF A CYCLONE
 RZ1602'FENCE.
 RZ1602'
 RZ1602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 RZ1602'SOUTH OF LEWISTON
 RZ1602
 RZ1602                          STATION RECOVERY (1973)
 RZ1602
 RZ1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BHB)
 RZ1602'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 RZ1602'
 RZ1602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 RZ1602'SOUTH OF LEWISTON
 RZ1602
 RZ1602                          STATION RECOVERY (1974)
 RZ1602
 RZ1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RBM)
 RZ1602'THE STATION, REFERENCE MARK 1 AND AZIMUTH MARK (1970) WERE
 RZ1602'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1970 EXCEPT
 RZ1602'REFERENCE MARK 2 WHICH WAS NOT FOUND AFTER A BRIEF SEARCH.
 RZ1602'
 RZ1602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 RZ1602'SOUTH OF LEWISTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0556 ***********************************************************************
 NT0556  DESIGNATION -  AIRPORT
 NT0556  PID         -  NT0556
 NT0556  STATE/COUNTY-  ID/BEAR LAKE
 NT0556  USGS QUAD   -  MONTPELIER (1967)
 NT0556
 NT0556                         *CURRENT SURVEY CONTROL
 NT0556  ___________________________________________________________________
 NT0556* NAD 83(1994)-  42 15 19.22779(N)    111 20 49.77549(W)     ADJUSTED  
 NT0556* NAVD 88     -      1807.3    (meters)    5929.     (feet)  VERTCON   
 NT0556  ___________________________________________________________________
 NT0556  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 NT0556  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 NT0556
 NT0556  HORZ ORDER  -  THIRD
 NT0556  VERT ORDER  -  THIRD ? (See Below)
 NT0556
 NT0556.The horizontal coordinates were established by classical geodetic methods
 NT0556.and adjusted by the National Geodetic Survey in November 1997..
 NT0556
 NT0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0556.The vertical order pertains to the NGVD 29 superseded value.
 NT0556
 NT0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0556
 NT0556.The geoid height was determined by GEOID03.
 NT0556
 NT0556;                    North         East     Units Scale Factor Converg.
 NT0556;SPC ID E     -    65,707.310   267,621.314   MT  1.00000361   +0 33 03.9
 NT0556;UTM  12      - 4,678,185.419   471,364.257   MT  0.99961009   -0 14 00.4
 NT0556
 NT0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0556!SPC ID E     -   0.99971874  x   1.00000361  =   0.99972235
 NT0556!UTM  12      -   0.99971874  x   0.99961009  =   0.99932894
 NT0556
 NT0556:                Primary Azimuth Mark                     Grid Az
 NT0556:SPC ID E     -  KVSI RADIO TOWER                         015 36 25.3
 NT0556:UTM  12      -  KVSI RADIO TOWER                         016 23 29.6
 NT0556
 NT0556|---------------------------------------------------------------------|
 NT0556| PID    Reference Object                     Distance      Geod. Az  |
 NT0556|                                                           dddmmss.s |
 NT0556| NT0554 KVSI RADIO TOWER                    APPROX. 7.1 KM 0160929.2 |
 NT0556| NT0555 BEAR LK CO AIR BEA                  APPROX. 0.9 KM 1001034.5 |
 NT0556| NT0545 PARIS TABERNACLE SP                 APPROX. 5.5 KM 2331604.8 |
 NT0556|---------------------------------------------------------------------|
 NT0556
 NT0556                          SUPERSEDED SURVEY CONTROL
 NT0556
 NT0556  NAD 83(1992)-  42 15 19.22869(N)    111 20 49.77361(W) AD(       ) 3
 NT0556  NAD 83(1986)-  42 15 19.22157(N)    111 20 49.77181(W) AD(       ) 3
 NT0556  NAD 27      -  42 15 19.48431(N)    111 20 47.02969(W) AD(       ) 3
 NT0556  NGVD 29 (07/19/86) 1806.0    (m)         5925.     (f) LEVELING    3  
 NT0556
 NT0556.Superseded values are not recommended for survey control.
 NT0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0556.See file dsdata.txt to determine how the superseded data were derived.
 NT0556
 NT0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM7136478185(NAD 83)
 NT0556_MARKER: DD = SURVEY DISK
 NT0556_SETTING: 0 = UNSPECIFIED SETTING
 NT0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0556
 NT0556  HISTORY     - Date     Condition        Report By
 NT0556  HISTORY     - 1966     MONUMENTED       USGS
 NT0556
 NT0556                          STATION DESCRIPTION
 NT0556
 NT0556'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NT0556'LOCATED ABOUT 5 MI. (AIRLINE) SW. OF MONTPELIER, ABOUT 4.5 MI. NW.
 NT0556'OF DINGLE, ABOUT 3.5 MI. NE. OF PARIS, AT THE NW. CORNER OF THE
 NT0556'N.-S. RUNWAY OF THE BEAR LAKE COUNTY AIRPORT.
 NT0556'
 NT0556'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30N AND 89 ON THE E.
 NT0556'EDGE OF MONTPELIER, DRIVE S. ALONG U.S. 30N FOR 0.6 MI. TO RD. RIGHT
 NT0556'TO DINGLE, TAKE RIGHT FORK FOR 2.7 MI. TO Y-RD., TAKE LEFT FORK
 NT0556'(PAVED RD.) FOR 0.8 MI. TO Y-RD., TAKE RIGHT FORK ACROSS RR. TRACKS
 NT0556'FOR 0.4 MI. TO T-RD. (W.), TAKE RIGHT FORK FOR 0.3 MI. TO T-RD.,
 NT0556'TAKE LEFT FORK FOR 3 MI. TO RD. JUNCTION, CONTINUE STRAIGHT AHEAD
 NT0556'FOR 0.5 MI. TO AIRPORT ENTRANCE.  STATION IS ABOUT 0.6 MI. W.
 NT0556'
 NT0556'STATION MARK--A STANDARD TABLET STAMPED---AIRPORT 1966--- SET ON
 NT0556'35 FT. OF ROD AND ENCASED IN A 36 X 8 X 8 INCH POST, PROJECTING
 NT0556'0.6 FT.
 NT0556'
 NT0556'REFERENCE MARK NO. 1--A RR. SPIKE STAMPED---RM NO 1 1966--- DRIVEN
 NT0556'INTO MACADAM IN CENTERLINE OF --X-- AT END OF N.-S. RUNWAY, 91.91 FT.
 NT0556'FROM STATION MARK, N 84 DEG 14 MIN E.
 NT0556'
 NT0556'REFERENCE MARK NO. 2--A RR. SPIKE STAMPED---RM NO 2 1966--- DRIVEN
 NT0556'INTO MACADAM AT W. EDGE OF N.-S. RUNWAY, 47.87 FT. FROM STATION
 NT0556'MARK, N 17 DEG 32 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0919 ***********************************************************************
 OZ0919  DESIGNATION -  AIRPORT
 OZ0919  PID         -  OZ0919
 OZ0919  STATE/COUNTY-  ID/BLAINE
 OZ0919  USGS QUAD   -  HAILEY (1967)
 OZ0919
 OZ0919                         *CURRENT SURVEY CONTROL
 OZ0919  ___________________________________________________________________
 OZ0919* NAD 83(1992)-  43 30 45.53827(N)    114 18 11.13667(W)     ADJUSTED  
 OZ0919* NAVD 88     -      1620.9    (meters)    5318.     (feet)  VERTCON   
 OZ0919  ___________________________________________________________________
 OZ0919  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 OZ0919  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 OZ0919
 OZ0919  HORZ ORDER  -  SECOND
 OZ0919
 OZ0919.This mark is at Friedman Mem Airport (SUN)
 OZ0919
 OZ0919.The horizontal coordinates were established by classical geodetic methods
 OZ0919.and adjusted by the National Geodetic Survey in July 1992..
 OZ0919
 OZ0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0919
 OZ0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0919
 OZ0919.The geoid height was determined by GEOID03.
 OZ0919
 OZ0919;                    North         East     Units Scale Factor Converg.
 OZ0919;SPC ID C     -   205,094.390   475,493.205   MT  0.99995475   -0 12 31.3
 OZ0919;UTM  11      - 4,821,279.879   717,988.370   MT  1.00018455   +1 51 27.3
 OZ0919
 OZ0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0919!SPC ID C     -   0.99974790  x   0.99995475  =   0.99970266
 OZ0919!UTM  11      -   0.99974790  x   1.00018455  =   0.99993240
 OZ0919
 OZ0919|---------------------------------------------------------------------|
 OZ0919| PID    Reference Object                     Distance      Geod. Az  |
 OZ0919|                                                           dddmmss.s |
 OZ0919| CD4176 AIRPORT RM 1                         12.320 METERS 00009     |
 OZ0919| CD4177 AIRPORT RM 2                         16.830 METERS 06825     |
 OZ0919| OZ0920 HAILEY                              APPROX. 1.8 KM 2354756.8 |
 OZ0919|---------------------------------------------------------------------|
 OZ0919
 OZ0919                          SUPERSEDED SURVEY CONTROL
 OZ0919
 OZ0919  NAD 83(1986)-  43 30 45.53574(N)    114 18 11.13114(W) AD(       ) 2
 OZ0919  NAD 27      -  43 30 45.87042(N)    114 18 07.96078(W) AD(       ) 2
 OZ0919  NGVD 29 (07/19/86) 1619.8    (m)         5314.     (f) VERT ANG       
 OZ0919
 OZ0919.Superseded values are not recommended for survey control.
 OZ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0919.See file dsdata.txt to determine how the superseded data were derived.
 OZ0919
 OZ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ1798821280(NAD 83)
 OZ0919_MARKER: DD = SURVEY DISK
 OZ0919_SETTING: 0 = UNSPECIFIED SETTING
 OZ0919
 OZ0919  HISTORY     - Date     Condition        Report By
 OZ0919  HISTORY     - 1967     MONUMENTED       USGS
 OZ0919
 OZ0919                          STATION DESCRIPTION
 OZ0919
 OZ0919'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OZ0919'RM 1 TO RM 2 NOT MEASURED.
 OZ0919'
 OZ0919'LOCATED ABOUT 0.4 MI S. OF HAILEY AT THE NORTHEAST CORNER OF
 OZ0919'FRIEDMAN MEMORIAL AIRPORT.  ABOUT 40 YDS. W. OF U.S. HIGHWAY 93 AT
 OZ0919'THE BEND IN RD.
 OZ0919'
 OZ0919'TO REACH FROM HAILEY P.O. DRIVE S. ON U.S. HIGHWAY 93, 0.7 MI
 OZ0919'S. TO ENTRANCE OF FRIEDMAN MEMORIAL AIRPORT.  TURN RIGHT AND N. PAST
 OZ0919'BUILDINGS FOR ABOUT 0.1 MI TO NORTHEAST OF CORNER OF AIRPORT AND
 OZ0919'STATION, 40 FT E. OF IRRIGATION DITCH WHICH FLOWS ON EAST SIDE OF
 OZ0919'THE HWY.  28 FT S. OF IRRIGATION DITCH.  7.5 FT NE. OF GATEPOST
 OZ0919'AT GATE LEADING ONTO THE LANDING AREA.  6 FT E. OF A CHAIN WIRE
 OZ0919'FENCE.
 OZ0919'
 OZ0919'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED AIRPORT
 OZ0919'1967, SET IN A CONC. POST ABOUT 0.1 FT BELOW GROUND.
 OZ0919'
 OZ0919'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK
 OZ0919'STAMPED NO 1 1967 CEMENTED INTO A DRILL HOLE, 3 FT N. AND W. OF A T
 OZ0919'IN IRRIGATION DITCH.  IN THE CORNER OF A CONC. HEADWALL.
 OZ0919'
 OZ0919'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK TABLET
 OZ0919'STAMPED NO 2 1967, CEMENTED INTO A DRILL HOLE IN TOP OF CULVERT 40
 OZ0919'FT S. OF IRRIGATION DITCH.  AT EAST EDGE OF N.-S. IRRIGATION
 OZ0919'DITCH, ON SOUTH SIDE AND CENTER OF HEADWALL OF OLD CULVERT FOR
 OZ0919'IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1230 ***********************************************************************
 RA1230  DESIGNATION -  AIRPORT
 RA1230  PID         -  RA1230
 RA1230  STATE/COUNTY-  ID/IDAHO
 RA1230  USGS QUAD   -  GRANGEVILLE EAST (1995)
 RA1230
 RA1230                         *CURRENT SURVEY CONTROL
 RA1230  ___________________________________________________________________
 RA1230* NAD 83(1992)-  45 56 22.09299(N)    116 07 07.82802(W)     ADJUSTED  
 RA1230* NAVD 88     -      1012.1    (meters)    3321.     (feet)  VERTCON   
 RA1230  ___________________________________________________________________
 RA1230  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 RA1230  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 RA1230
 RA1230  HORZ ORDER  -  FIRST
 RA1230
 RA1230.The horizontal coordinates were established by classical geodetic methods
 RA1230.and adjusted by the National Geodetic Survey in July 1992..
 RA1230
 RA1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1230
 RA1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1230
 RA1230.The geoid height was determined by GEOID03.
 RA1230
 RA1230;                    North         East     Units Scale Factor Converg.
 RA1230;SPC ID W     -   474,778.978   771,399.124   MT  0.99994339   -0 15 54.2
 RA1230;UTM  11      - 5,087,699.709   568,304.449   MT  0.99965735   +0 37 59.6
 RA1230
 RA1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1230!SPC ID W     -   0.99984391  x   0.99994339  =   0.99978731
 RA1230!UTM  11      -   0.99984391  x   0.99965735  =   0.99950131
 RA1230
 RA1230|---------------------------------------------------------------------|
 RA1230| PID    Reference Object                     Distance      Geod. Az  |
 RA1230|                                                           dddmmss.s |
 RA1230| CH6312 AIRPORT RM 1                          5.178 METERS 11714     |
 RA1230| CH6311 AIRPORT AZ MK                                      1940139.8 |
 RA1230| RA1231 GRANGEVILLE HAENER LUMBER STK       APPROX. 0.5 KM 1962056.5 |
 RA1230| RA1237 GRANGEVILLE CAMAS PRAIR RR TK       APPROX. 1.0 KM 2344101.4 |
 RA1230| CH6313 AIRPORT RM 2                          5.078 METERS 24557     |
 RA1230|---------------------------------------------------------------------|
 RA1230
 RA1230                          SUPERSEDED SURVEY CONTROL
 RA1230
 RA1230  NAD 83(1986)-  45 56 22.09452(N)    116 07 07.82676(W) AD(       ) 1
 RA1230  NAD 27      -  45 56 22.52431(N)    116 07 04.30177(W) AD(       ) 1
 RA1230  NGVD 29 (07/19/86) 1011.0    (m)         3317.     (f) VERT ANG       
 RA1230
 RA1230.Superseded values are not recommended for survey control.
 RA1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1230.See file dsdata.txt to determine how the superseded data were derived.
 RA1230
 RA1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6830487700(NAD 83)
 RA1230_MARKER: DS = TRIANGULATION STATION DISK
 RA1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1230
 RA1230  HISTORY     - Date     Condition        Report By
 RA1230  HISTORY     - 1945     MONUMENTED       CGS
 RA1230  HISTORY     - 1962     GOOD             USGS
 RA1230  HISTORY     - 1964     GOOD             USGS
 RA1230  HISTORY     - 1978     GOOD             NGS
 RA1230
 RA1230                          STATION DESCRIPTION
 RA1230
 RA1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1230'STATION IS LOCATED ABOUT 1 MILE N OF GRANGEVILLE, ON THE S EDGE OF
 RA1230'THE AIRPORT.  IT IS 266 FEET S OF THE S EDGE OF THE MAIN HANGAR, 38.5
 RA1230'FEET SW OF THE CENTER LINE OF DIRT ROAD, AT THE CENTER OF THE
 RA1230'CURVE, 74 FEET E OF TELEPHONE POLE 22, AND 8 FEET N OF AN E-W FENCE
 RA1230'LINE.
 RA1230'
 RA1230'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A SQUARE
 RA1230'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 RA1230'DISK IS STAMPED AIRPORT 1945.  UNDERGROUND MARK IS A BRONZE STATION
 RA1230'DISK SET IN CONCRETE.
 RA1230'
 RA1230'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 RA1230'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 RA1230'GROUND.  IT IS 32.5 FEET S OF THE CENTER LINE OF A DIRT ROAD AND 1
 RA1230'FOOT N OF THE E-W FENCE LINE.  DISK IS STAMPED AIRPORT NO 1 1945.
 RA1230'
 RA1230'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 RA1230'SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 RA1230'GROUND.  IT IS 2 FEET E OF A 4-INCH SQUARE WHITE WOODEN WITNESS
 RA1230'POST PROJECTING 2 FEET ABOVE THE SURFACE OF THE GROUND AND 1 FOOT N
 RA1230'OF THE E-W FENCE LINE.  DISK IS STAMPED AIRPORT NO 2 1945.
 RA1230'
 RA1230'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A SQUARE
 RA1230'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 RA1230'IT IS 21 FEET N OF THE CENTER LINE OF A GRAVEL ROAD, 35 FEET ENE OF
 RA1230'THE ENTRANCE TO A LUMBER MILL, AND 1 FOOT S OF AN E-W FENCE LINE.
 RA1230'DISK IS STAMPED AIRPORT 1945.
 RA1230'
 RA1230'TO REACH STATION FROM THE BROWN CHEVROLET GARAGE IN GRANGEVILLE, GO
 RA1230'N ON GRAVELED STREET FOR 0.7 MILE TO THE END OF THE STREET, TURN
 RA1230'RIGHT AND GO 0.1 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO 0.1 MILE
 RA1230'TO A Y-INTERSECTION, TAKE LEFT FORK FOR 0.2 MILE TO A T-ROAD LEFT.
 RA1230'TURN LEFT AND GO 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 RA1230
 RA1230                          STATION RECOVERY (1962)
 RA1230
 RA1230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RA1230'RECOVERED AS DESCRIBED BY CGS.
 RA1230
 RA1230                          STATION RECOVERY (1964)
 RA1230
 RA1230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RA1230'RECOVERED AS DESCRIBED BY USGS AND CGS.
 RA1230
 RA1230                          STATION RECOVERY (1978)
 RA1230
 RA1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RA1230'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 RA1230'RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 RA1230'HORIZONTAL ANGLE TO THE REFERENCE MARKS.  A DIFFERENCE WAS FOUND IN
 RA1230'THE HORIZONTAL DISTANCE TO REFERENCE MARK NO. 2.  LANDMARKS HAVE
 RA1230'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RA1230'
 RA1230'TO REACH THE STATION FROM THE GRANGEVILLE POST OFFICE GO WEST ON
 RA1230'MAIN STREET FOR 0.1 MILE TO A CROSS STREET, TURN RIGHT, AND GO NORTH
 RA1230'ON IDAHO AVENUE FOR 0.65 MILE TO A T INTERSECTION, TURN RIGHT, AND
 RA1230'GO EAST ON THE MACADAM ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON
 RA1230'THE LEFT.  CONTINUE EAST ON THE MACADAM ROAD FOR 0.25 MILE TO A
 RA1230'FORK, TAKE THE LEFT FORK, AND GO NORTH ON THE MACADAM ROAD FOR
 RA1230'0.25 MILE TO A SIDE ROAD LEFT, AT THE END OF THE MACADAM, TURN LEFT,
 RA1230'AND GO WEST ON THE GRAVEL ROAD FOR 0.25 MILE TO THE STATION ON THE
 RA1230'LEFT.
 RA1230'
 RA1230'THE STATION MARK, STAMPED AIRPORT 1945, IS A STANDARD DISK SET IN A
 RA1230'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5-INCHES, 266 FEET
 RA1230'SOUTH OF THE SOUTH END OF THE MAIN HANGAR, 68 FEET SOUTHWEST OF A
 RA1230'CURVE IN THE GRAVEL ROAD, 10 FEET EAST OF A MAN-HOLE, AND 9 FEET
 RA1230'NORTH OF A METAL WITNESS POST.
 RA1230'
 RA1230'REFERENCE MARK NO. 1, STAMPED AIRPORT NO 1 1945, IS A STANDARD DISK
 RA1230'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES,
 RA1230'17 FEET EAST OF A METAL WITNESS POST, AND 1-FOOT WEST OF A METAL
 RA1230'POST.
 RA1230'
 RA1230'REFERENCE MARK NO. 2, STAMPED AIRPORT NO 2 1945, IS A STANDARD DISK
 RA1230'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES,
 RA1230'14 FEET WEST OF A METAL WITNESS POST, AND 1-FOOT EAST OF A METAL
 RA1230'POST.
 RA1230'
 RA1230'THE AZIMUTH MARK, STAMPED AIRPORT 1945, IS A STANDARD DISK SET IN
 RA1230'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES, 22 FEET
 RA1230'NORTH OF THE CENTER OF THE MACADAM ROAD, 16 FEET WEST OF A POWER
 RA1230'POLE, 1-FOOT SOUTH OF AN EAST-WEST FENCE LINE, AND 1-FOOT EAST OF
 RA1230'A METAL WITNESS POST.
 RA1230'
 RA1230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 RA1230'GRANGEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0940 ***********************************************************************
 RZ0940  DESIGNATION -  AIRPORT 1
 RZ0940  PID         -  RZ0940
 RZ0940  STATE/COUNTY-  ID/NEZ PERCE
 RZ0940  USGS QUAD   -  CLARKSTON (1971)
 RZ0940
 RZ0940                         *CURRENT SURVEY CONTROL
 RZ0940  ___________________________________________________________________
 RZ0940* NAD 83(1986)-  46 22 39.     (N)    117 01 02.     (W)     SCALED    
 RZ0940* NAVD 88     -       428.279  (meters)    1405.11   (feet)  ADJUSTED  
 RZ0940  ___________________________________________________________________
 RZ0940  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 RZ0940  DYNAMIC HT  -         428.281 (meters)    1405.12  (feet)  COMP
 RZ0940  MODELED GRAV-     980,605.1   (mgal)                       NAVD 88
 RZ0940
 RZ0940  VERT ORDER  -  FIRST     CLASS II
 RZ0940
 RZ0940.This mark is at Lewiston-Nez Perce County Airport (LWS)
 RZ0940
 RZ0940.The horizontal coordinates were scaled from a topographic map and have
 RZ0940.an estimated accuracy of +/- 6 seconds.
 RZ0940
 RZ0940.The orthometric height was determined by differential leveling
 RZ0940.and adjusted by the National Geodetic Survey in June 1991..
 RZ0940
 RZ0940.The geoid height was determined by GEOID03.
 RZ0940
 RZ0940.The dynamic height is computed by dividing the NAVD 88
 RZ0940.geopotential number by the normal gravity value computed on the
 RZ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0940.degrees latitude (g = 980.6199 gals.).
 RZ0940
 RZ0940.The modeled gravity was interpolated from observed gravity values.
 RZ0940
 RZ0940;                    North         East    Units  Estimated Accuracy
 RZ0940;SPC ID W     -   524,180.      702,510.      MT  (+/- 180 meters Scaled)
 RZ0940
 RZ0940                          SUPERSEDED SURVEY CONTROL
 RZ0940
 RZ0940  NGVD 29 (??/??/92)  427.298  (m)         1401.89   (f) ADJ UNCH    1 2
 RZ0940
 RZ0940.Superseded values are not recommended for survey control.
 RZ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0940.See file dsdata.txt to determine how the superseded data were derived.
 RZ0940
 RZ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM986359(NAD 83)
 RZ0940_MARKER: DB = BENCH MARK DISK
 RZ0940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0940_SP_SET: MANHOLE
 RZ0940_STAMPING: AIRPORT NO. 1 1944
 RZ0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0940
 RZ0940  HISTORY     - Date     Condition        Report By
 RZ0940  HISTORY     - 1944     MONUMENTED       CGS
 RZ0940  HISTORY     - 1960     GOOD             NGS
 RZ0940  HISTORY     - 1982     MARK NOT FOUND   NGS
 RZ0940
 RZ0940                          STATION DESCRIPTION
 RZ0940
 RZ0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RZ0940'3.6 MI SE FROM LEWISTON.
 RZ0940'AT THE LEWISTON AIRPORT, 0.4 MILE SOUTHWEST OF THE ENTRANCE, AT THE
 RZ0940'SOUTHWEST CORNER OF THE INTERSECTION OF RUNWAY 11-29 AND THE CENTER
 RZ0940'TAXIWAY, AT A CONCRETE MANHOLE, AND IN THE TOP OF THE SOUTH SIDE.  A
 RZ0940'STANDARD IRON DISK STAMPED-- AIRPORT NO. 1 1944.
 RZ0940
 RZ0940                          STATION RECOVERY (1982)
 RZ0940
 RZ0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0940'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0939 ***********************************************************************
 RZ0939  DESIGNATION -  AIRPORT 2
 RZ0939  PID         -  RZ0939
 RZ0939  STATE/COUNTY-  ID/NEZ PERCE
 RZ0939  USGS QUAD   -  CLARKSTON (1971)
 RZ0939
 RZ0939                         *CURRENT SURVEY CONTROL
 RZ0939  ___________________________________________________________________
 RZ0939* NAD 83(1986)-  46 22 39.     (N)    117 00 41.     (W)     SCALED    
 RZ0939* NAVD 88     -       432.106  (meters)    1417.67   (feet)  ADJUSTED  
 RZ0939  ___________________________________________________________________
 RZ0939  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 RZ0939  DYNAMIC HT  -         432.107 (meters)    1417.67  (feet)  COMP
 RZ0939  MODELED GRAV-     980,603.7   (mgal)                       NAVD 88
 RZ0939
 RZ0939  VERT ORDER  -  FIRST     CLASS II
 RZ0939
 RZ0939.This mark is at Lewiston-Nez Perce County Airport (LWS)
 RZ0939
 RZ0939.The horizontal coordinates were scaled from a topographic map and have
 RZ0939.an estimated accuracy of +/- 6 seconds.
 RZ0939
 RZ0939.The orthometric height was determined by differential leveling
 RZ0939.and adjusted by the National Geodetic Survey in June 1991..
 RZ0939
 RZ0939.The geoid height was determined by GEOID03.
 RZ0939
 RZ0939.The dynamic height is computed by dividing the NAVD 88
 RZ0939.geopotential number by the normal gravity value computed on the
 RZ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0939.degrees latitude (g = 980.6199 gals.).
 RZ0939
 RZ0939.The modeled gravity was interpolated from observed gravity values.
 RZ0939
 RZ0939;                    North         East    Units  Estimated Accuracy
 RZ0939;SPC ID W     -   524,170.      702,960.      MT  (+/- 180 meters Scaled)
 RZ0939
 RZ0939                          SUPERSEDED SURVEY CONTROL
 RZ0939
 RZ0939  NGVD 29 (??/??/92)  431.125  (m)         1414.45   (f) ADJ UNCH    1 2
 RZ0939
 RZ0939.Superseded values are not recommended for survey control.
 RZ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0939.See file dsdata.txt to determine how the superseded data were derived.
 RZ0939
 RZ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM991359(NAD 83)
 RZ0939_MARKER: DB = BENCH MARK DISK
 RZ0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0939_STAMPING: AIRPORT NO2 1944
 RZ0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0939+STABILITY: SURFACE MOTION
 RZ0939
 RZ0939  HISTORY     - Date     Condition        Report By
 RZ0939  HISTORY     - 1944     MONUMENTED       CGS
 RZ0939  HISTORY     - 1960     MARK NOT FOUND   NGS
 RZ0939  HISTORY     - 1982     MARK NOT FOUND   NGS
 RZ0939
 RZ0939                          STATION DESCRIPTION
 RZ0939
 RZ0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 RZ0939'3.7 MI S FROM LEWISTON.
 RZ0939'ABOUT 0.5 MILE EAST ALONG MAIN STREET AND 3.2 MILES SOUTH ALONG THE
 RZ0939'AIRPORT ROAD FROM THE POST OFFICE AT LEWISTON, AT THE AIRPORT, ABOUT
 RZ0939'0.1 MILE SOUTHWEST OF THE ENTRANCE, 102 FEET EAST OF THE CENTER OF THE
 RZ0939'PARKING MAT AND AT THE NORTHEAST CORNER OF THE MAT.
 RZ0939
 RZ0939                          STATION RECOVERY (1960)
 RZ0939
 RZ0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RZ0939'MARK NOT FOUND.
 RZ0939
 RZ0939                          STATION RECOVERY (1982)
 RZ0939
 RZ0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0939'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DF4096 ***********************************************************************
 DF4096  DESIGNATION -  AIRPORT 22 RESET
 DF4096  PID         -  DF4096
 DF4096  STATE/COUNTY-  ID/ELMORE
 DF4096  USGS QUAD   -  PASADENA VALLEY (1992)
 DF4096
 DF4096                         *CURRENT SURVEY CONTROL
 DF4096  ___________________________________________________________________
 DF4096* NAD 83(1992)-  42 59 38.90238(N)    115 12 41.40162(W)     ADJUSTED  
 DF4096* NAVD 88     -       836.     (meters)    2743.     (feet)  SCALED    
 DF4096  ___________________________________________________________________
 DF4096  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 DF4096  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 DF4096
 DF4096  HORZ ORDER  -  SECOND
 DF4096
 DF4096.The horizontal coordinates were established by classical geodetic methods
 DF4096.and adjusted by the National Geodetic Survey in July 1992..
 DF4096
 DF4096.The orthometric height was scaled from a topographic map.
 DF4096
 DF4096.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4096
 DF4096.The geoid height was determined by GEOID03.
 DF4096
 DF4096;                    North         East     Units Scale Factor Converg.
 DF4096;SPC ID W     -   147,586.188   843,911.066   MT  0.99995705   +0 22 02.0
 DF4096;SPC ID C     -   148,159.836   401,208.364   MT  1.00006739   -0 49 34.4
 DF4096;UTM  11      - 4,761,715.971   645,793.202   MT  0.99986149   +1 13 11.4
 DF4096
 DF4096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4096!SPC ID W     -   0.99987140  x   0.99995705  =   0.99982846
 DF4096!SPC ID C     -   0.99987140  x   1.00006739  =   0.99993879
 DF4096!UTM  11      -   0.99987140  x   0.99986149  =   0.99973291
 DF4096
 DF4096|---------------------------------------------------------------------|
 DF4096| PID    Reference Object                     Distance      Geod. Az  |
 DF4096|                                                           dddmmss.s |
 DF4096| NV0503 AIRPORT 22 RM 2                       6.910 METERS 01601     |
 DF4096| CD6120 CLOVER PP                           128.500 METERS 07025     |
 DF4096| CD4173 BM                                                 1091614.7 |
 DF4096| CD4174 AIRPORT 22 RM 3 AZIMUTH                            1091606.7 |
 DF4096| CD4175 AIRPORT 22 RM 3 RESET                              1094027.1 |
 DF4096| NV1130 AIRPORT 22 RADIO HSE WEA VANE        25.890 METERS 20418     |
 DF4096| NV1132 HILL RM 1                           APPROX. 2.5 KM 2663424.5 |
 DF4096| NV0504 AIRPORT 22 RM 1                      13.552 METERS 29240     |
 DF4096|---------------------------------------------------------------------|
 DF4096
 DF4096                          SUPERSEDED SURVEY CONTROL
 DF4096
 DF4096  NAD 83(1986)-  42 59 38.90129(N)    115 12 41.39999(W) AD(       ) 2
 DF4096
 DF4096.Superseded values are not recommended for survey control.
 DF4096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4096.See file dsdata.txt to determine how the superseded data were derived.
 DF4096
 DF4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4579361716(NAD 83)
 DF4096_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4096_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DF4096_STAMPING: AIRPORT NO 22 1935 1983
 DF4096_MARK LOGO: NGS   
 DF4096_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4096
 DF4096  HISTORY     - Date     Condition        Report By
 DF4096  HISTORY     - 1983     MONUMENTED       NGS
 DF4096
 DF4096                          STATION DESCRIPTION
 DF4096
 DF4096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 DF4096'THE SURFACE MARK, RMS 1 AND 2 HAVE ALL BEEN DESTROYED.  THE AZ MK THAT
 DF4096'WAS SET IN 1973 WAS RECOVERED.  THE UNDERGROUND MARK WAS FOUND WITH
 DF4096'THE AID OF A TEMPORARY POINT.  A NEW SURFACE MARK AND TWO RMS WERE SET
 DF4096'AT THIS TIME.  THE HORIZONTAL DISTANCES TO THE RMS HAVE BEEN REDUCED
 DF4096'TO SEA LEVEL.  THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) S OF A
 DF4096'SMALL TOWN OF KING HILL ON A KNOLL THAT IS NOW UNDER CULTIVATION, AND
 DF4096'ON LAND OWNED BY THE CRANE FAMILY.  TO REACH THE STATION FROM THE POST
 DF4096'OFFICE IN KING HILL, GO S 0.08 KM (0.05 MI) TO A FRONTAGE ROAD, TURN
 DF4096'RIGHT AND GO 0.24 KM (0.15 MI) TO A CROSS STREET, TURN LEFT.  CROSS
 DF4096'THE HWY AND GO S 0.32 KM (0.20 MI) TO THE S END OF A NARROW BRIDGE
 DF4096'OVER THE SNAKE RIVER, TURN RIGHT AND GO UPHILL FOR 1.1 KM (0.70 MI) TO
 DF4096'A GATE ON THE LEFT JUST BEFORE REACHING THE TOP OF THE HILL, TURN LEFT
 DF4096'AND GO UPHILL 0.16 KM (0.10 MI) TO THE TOP OF THE HILL AND THE
 DF4096'STATION.
 DF4096' 
 DF4096'THE STATION IS A STANDARD NGS DISK STAMPED---AIRPORT NO 22 1935
 DF4096'1983---, SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE, 35 CM IN
 DF4096'DIAMETER, RECESSED 40 CM BELOW THE GROUND.
 DF4096' 
 DF4096'RM NO 4, IS A STANDARD NGS DISK STAMPED---AIRPORT NO 22 1935 NO 4
 DF4096'1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 DF4096'DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 DF4096'95 METERS (311.7 FT) W FROM A POWER POLE, 5.4 METERS (17.7 FT) S FROM
 DF4096'THE CENTERLINE, 0.3 METERS (1.0 FT) N FROM A FENCE, 0.2 METERS (0.7
 DF4096'FT) NE FROM A WITNESS POST, AND 10 METERS (32.8 FT) LOWER THAN THE
 DF4096'STATION.
 DF4096' 
 DF4096'RM NO 5, IS A STANDARD NGS DISK STAMPED---AIRPORT NO 22 1935 NO 5
 DF4096'1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 DF4096'DIAMETER, PROJECTING 10 CM, ABOVE THE GROUND.  THE STATION IS LOCATED
 DF4096'47.5 METERS (155.8 FT) E FROM THE CENTERLINE OF A ROAD, 0.2 METERS
 DF4096'(0.7 FT) W FROM A FENCE LINE, 0.2 METERS (0.7 FT) NW FROM A WITNESS
 DF4096'POST, AND 10 METERS (32.8 FT) LOWER THAN THE STATION.
 DF4096' 
 DF4096'AZ MK NO 3, IS A STANDARD USCGS DISK STAMPED---AIRPORT 22 NO 3
 DF4096'1935---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN
 DF4096'DIAMETER, PROJECTING 3 CM, ABOVE THE GROUND.  THE STATION IS LOCATED
 DF4096'27.5 METERS (90.2 FT) W FROM WHERE IRRIGATION DITCH GOES UNDER ROAD,
 DF4096'6.4 METERS (21.0 FT) N FROM THE CENTERLINE OF ROAD, 1.0 METERS (3.3
 DF4096'FT) S FROM A FENCE LINE, 0.20 METERS (0.66 FT) N FROM A METAL WITNESS
 DF4096'POST.  TO REACH THE AZ MK FROM THE STATION GO BACK DOWN HILL 0.16 KM,
 DF4096'(0.10 MI) TURN LEFT AND GO 1.6 KM (1.00 MI) TO A T JUNCTION, TURN LEFT
 DF4096'AND GO 0.5 KM (0.30 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0504 ***********************************************************************
 NV0504  DESIGNATION -  AIRPORT 22 RM 1
 NV0504  PID         -  NV0504
 NV0504  STATE/COUNTY-  ID/ELMORE
 NV0504  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0504
 NV0504                         *CURRENT SURVEY CONTROL
 NV0504  ___________________________________________________________________
 NV0504* NAD 83(1986)-  42 59 39.     (N)    115 12 41.     (W)     SCALED    
 NV0504* NAVD 88     -       836.957  (meters)    2745.92   (feet)  ADJUSTED  
 NV0504  ___________________________________________________________________
 NV0504  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 NV0504  DYNAMIC HT  -         836.606 (meters)    2744.76  (feet)  COMP
 NV0504  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 NV0504
 NV0504  VERT ORDER  -  FIRST     CLASS II
 NV0504
 NV0504.The horizontal coordinates were scaled from a topographic map and have
 NV0504.an estimated accuracy of +/- 6 seconds.
 NV0504
 NV0504.The orthometric height was determined by differential leveling
 NV0504.and adjusted by the National Geodetic Survey in June 1991..
 NV0504
 NV0504.The geoid height was determined by GEOID03.
 NV0504
 NV0504.The dynamic height is computed by dividing the NAVD 88
 NV0504.geopotential number by the normal gravity value computed on the
 NV0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0504.degrees latitude (g = 980.6199 gals.).
 NV0504
 NV0504.The modeled gravity was interpolated from observed gravity values.
 NV0504
 NV0504;                    North         East    Units  Estimated Accuracy
 NV0504;SPC ID W     -   147,590.      843,920.      MT  (+/- 180 meters Scaled)
 NV0504
 NV0504                          SUPERSEDED SURVEY CONTROL
 NV0504
 NV0504  NGVD 29 (??/??/92)  836.175  (m)         2743.35   (f) ADJ UNCH    1 2
 NV0504
 NV0504.Superseded values are not recommended for survey control.
 NV0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0504.See file dsdata.txt to determine how the superseded data were derived.
 NV0504
 NV0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH458617(NAD 83)
 NV0504_MARKER: DR = REFERENCE MARK DISK
 NV0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0504_STAMPING: AIRPORT 22 NO 1 1935
 NV0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0504+STABILITY: SURFACE MOTION
 NV0504
 NV0504  HISTORY     - Date     Condition        Report By
 NV0504  HISTORY     - 1935     MONUMENTED       CGS
 NV0504  HISTORY     - 1973     GOOD             NGS
 NV0504  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0504
 NV0504                          STATION DESCRIPTION
 NV0504
 NV0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NV0504'1.0MI SSW FROM KING HILL.
 NV0504'REACHED FROM THE KING HILL POST OFFICE BY GOING WEST ON THE FRONTAGE
 NV0504'ROAD FOR 0.15 MILE TO A CROSS STREET, TURN LEFT, CROSS THE HIGHWAY,
 NV0504'AND GO SOUTHWEST, AND SOUTH FOR 0.2 MILE TO A T INTERSECTION AT THE
 NV0504'SOUTH END OF THE BRIDGE OVER THE SNAKE RIVER, TURN RIGHT, AND GO
 NV0504'SOUTHWEST, UPGRADE, ON THE MACADAM ROAD FOR 0.7 MILE TO A GATE ON THE
 NV0504'LEFT, JUST BEFORE REACHING THE SUMMIT OF THE GRADE, TURN LEFT, PASS
 NV0504'THRU THE GATE, AND GO EAST FOR 0.1 MILE TO THE SUMMIT OF THE RIDGE,
 NV0504'AND THE BENCH MARK, 46.48 FEET WEST OF REFERENCE MARK NO. 2, AND 44.47
 NV0504'FEET NORTHWEST OF TRIANGULATION STATION AIRPORT NO 22 1935 SET IN A
 NV0504'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 NV0504
 NV0504                          STATION RECOVERY (1983)
 NV0504
 NV0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0504'NOT RECOVERED.  AREA DESCRIBED IS NOW A WHEAT FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0503 ***********************************************************************
 NV0503  DESIGNATION -  AIRPORT 22 RM 2
 NV0503  PID         -  NV0503
 NV0503  STATE/COUNTY-  ID/ELMORE
 NV0503  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0503
 NV0503                         *CURRENT SURVEY CONTROL
 NV0503  ___________________________________________________________________
 NV0503* NAD 83(1986)-  42 59 39.     (N)    115 12 41.     (W)     SCALED    
 NV0503* NAVD 88     -       836.749  (meters)    2745.23   (feet)  ADJUSTED  
 NV0503  ___________________________________________________________________
 NV0503  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 NV0503  DYNAMIC HT  -         836.398 (meters)    2744.08  (feet)  COMP
 NV0503  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 NV0503
 NV0503  VERT ORDER  -  FIRST     CLASS II
 NV0503
 NV0503.The horizontal coordinates were scaled from a topographic map and have
 NV0503.an estimated accuracy of +/- 6 seconds.
 NV0503
 NV0503.The orthometric height was determined by differential leveling
 NV0503.and adjusted by the National Geodetic Survey in June 1991..
 NV0503
 NV0503.The geoid height was determined by GEOID03.
 NV0503
 NV0503.The dynamic height is computed by dividing the NAVD 88
 NV0503.geopotential number by the normal gravity value computed on the
 NV0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0503.degrees latitude (g = 980.6199 gals.).
 NV0503
 NV0503.The modeled gravity was interpolated from observed gravity values.
 NV0503
 NV0503;                    North         East    Units  Estimated Accuracy
 NV0503;SPC ID W     -   147,590.      843,920.      MT  (+/- 180 meters Scaled)
 NV0503
 NV0503                          SUPERSEDED SURVEY CONTROL
 NV0503
 NV0503  NGVD 29 (??/??/92)  835.967  (m)         2742.67   (f) ADJ UNCH    1 2
 NV0503
 NV0503.Superseded values are not recommended for survey control.
 NV0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0503.See file dsdata.txt to determine how the superseded data were derived.
 NV0503
 NV0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH458617(NAD 83)
 NV0503_MARKER: DR = REFERENCE MARK DISK
 NV0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0503_STAMPING: AIRPORT 22 NO 2 1935
 NV0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0503+STABILITY: SURFACE MOTION
 NV0503
 NV0503  HISTORY     - Date     Condition        Report By
 NV0503  HISTORY     - 1935     MONUMENTED       CGS
 NV0503  HISTORY     - 1973     GOOD             NGS
 NV0503  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0503
 NV0503                          STATION DESCRIPTION
 NV0503
 NV0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NV0503'1.0 MI SSW FROM KING HILL.
 NV0503'REACHED FROM THE KING HILL POST OFFICE BY GOING WEST ON THE FRONTAGE
 NV0503'ROAD FOR 0.15 MILE TO A CROSS STREET, TURN LEFT, CROSS THE HIGHWAY,
 NV0503'AND GO SOUTHWEST, AND SOUTH FOR 0.2 MILE TO A T INTERSECTION AT THE
 NV0503'SOUTH END OF THE BRIDGE OVER THE SNAKE RIVER, TURN RIGHT, AND GO
 NV0503'SOUTHWEST, UPGRADE, ON THE MACADAM ROAD FOR 0.7 MILE TO A GATE ON THE
 NV0503'LEFT, JUST BEFORE REACHING THE SUMMIT OF THE GRADE, TURN LEFT, PASS
 NV0503'THRU THE GATE, AND GO EAST FOR 0.1 MILE TO THE SUMMIT OF THE RIDGE,
 NV0503'AND THE BENCH MARK, 46.48 FEET EAST OF R.M. NO. 1, AND 22.67 FEET
 NV0503'NORTHEAST OF TRIANGULATION STATION AIRPORT NO. 22 1935 SET IN A
 NV0503'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 NV0503
 NV0503                          STATION RECOVERY (1983)
 NV0503
 NV0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0503'NOT RECOVERED.  AREA DESCRIBED IS NOW A WHEAT FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1227 ***********************************************************************
 OH1227  DESIGNATION -  AIRPORT BCN BOISE AIR TERMINAL
 OH1227  PID         -  OH1227
 OH1227  STATE/COUNTY-  ID/ADA
 OH1227  USGS QUAD   -  BOISE SOUTH (1976)
 OH1227
 OH1227                         *CURRENT SURVEY CONTROL
 OH1227  ___________________________________________________________________
 OH1227* NAD 83(1992)-  43 34 06.07489(N)    116 13 17.59651(W)     ADJUSTED  
 OH1227* NAVD 88     -                                                        
 OH1227  ___________________________________________________________________
 OH1227  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 OH1227  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 OH1227
 OH1227  HORZ ORDER  -  THIRD
 OH1227
 OH1227.The horizontal coordinates were established by classical geodetic methods
 OH1227.and adjusted by the National Geodetic Survey in July 1992..
 OH1227
 OH1227
 OH1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1227
 OH1227.The geoid height was determined by GEOID03.
 OH1227
 OH1227;                    North         East     Units Scale Factor Converg.
 OH1227;SPC ID W     -   211,343.474   761,907.800   MT  0.99995117   -0 19 30.0
 OH1227;UTM  11      - 4,824,227.033   562,861.955   MT  0.99964861   +0 32 11.5
 OH1227
 OH1227                          SUPERSEDED SURVEY CONTROL
 OH1227
 OH1227  NAD 83(1986)-  43 34 06.07561(N)    116 13 17.59524(W) AD(       ) 4
 OH1227  NAD 27      -  43 34 06.46400(N)    116 13 14.18700(W) AD(       ) 3
 OH1227
 OH1227.Superseded values are not recommended for survey control.
 OH1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1227.See file dsdata.txt to determine how the superseded data were derived.
 OH1227
 OH1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6286224227(NAD 83)
 OH1227_MARKER: 21 = AIRPORT BEACON
 OH1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH1227+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 OH1227
 OH1227  HISTORY     - Date     Condition        Report By
 OH1227  HISTORY     - 1959     FIRST OBSERVED   CGS
 OH1227  HISTORY     - 1961     GOOD             CGS
 OH1227  HISTORY     - 1962     GOOD             CGS
 OH1227  HISTORY     - 1965     GOOD             CGS
 OH1227  HISTORY     - 1968     GOOD             CGS
 OH1227  HISTORY     - 1970     GOOD             NGS
 OH1227  HISTORY     - 1973     GOOD             NGS
 OH1227  HISTORY     - 1976     GOOD             LOCENG
 OH1227  HISTORY     - 1977     GOOD             NGS
 OH1227  HISTORY     - 1979     GOOD             NGS
 OH1227  HISTORY     - 20020826 GOOD             USPSQD
 OH1227
 OH1227                          STATION DESCRIPTION
 OH1227
 OH1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH1227'A ROTATING BEACON (FLASHING WHITE AND GREEN) SITUATED ON
 OH1227'PEAK OF THE CONTROL TOWER AT THE BOISE AIR TERMINAL.  THE
 OH1227'APEX AND CENTER OF THE ROTATING LIGHT WAS INTERSECTED.
 OH1227
 OH1227                          STATION RECOVERY (1961)
 OH1227
 OH1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 OH1227'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH1227
 OH1227                          STATION RECOVERY (1962)
 OH1227
 OH1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MJU)
 OH1227'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OH1227
 OH1227                          STATION RECOVERY (1965)
 OH1227
 OH1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 OH1227'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 OH1227
 OH1227                          STATION RECOVERY (1968)
 OH1227
 OH1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 OH1227'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OH1227'
 OH1227'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOISE
 OH1227'MUNICIPAL AIR TERMINAL
 OH1227
 OH1227                          STATION RECOVERY (1970)
 OH1227
 OH1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 OH1227'STATION RECOVERED AS DESCRIBED
 OH1227
 OH1227                          STATION RECOVERY (1973)
 OH1227
 OH1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BHB)
 OH1227'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH1227
 OH1227                          STATION RECOVERY (1976)
 OH1227
 OH1227'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH1227'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW CONTROL TOWER, ABOUT
 OH1227'450 FT. NE OF AND ABOUT 20 FT. HIGHER THAN OLD TOWER WAS COMPLETED
 OH1227'IN 1975.  HOWEVER, AIRPORT BEACON IS STILL ON OLD TOWER AT ITS
 OH1227'ORIGINAL LOCATION (THIRD ORDER).
 OH1227'
 OH1227'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.6 MILES (AIRLINE)
 OH1227'SSW OF STATE CAPITOL BLDG. IN BOISE.
 OH1227
 OH1227                          STATION RECOVERY (1977)
 OH1227
 OH1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JWB)
 OH1227'STATION RECOVERED AS DESCRIBED.
 OH1227
 OH1227                          STATION RECOVERY (1979)
 OH1227
 OH1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1227'THE STATION WAS RECOVERED IN GOOD CONDITION.
 OH1227'
 OH1227'THE STATION , IS THE BEACON TOP CENTER OF THE OLD BOISE AIR
 OH1227'TERMINAL OF THE BOISE AIRPORT.  IT IS 14 METERS IN HEIGHT.
 OH1227'
 OH1227'THE STATION IS LOCATED ON THE BOISE AIRPORT.
 OH1227
 OH1227                          STATION RECOVERY (2002)
 OH1227
 OH1227'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1042 ***********************************************************************
 OZ1042  DESIGNATION -  AIRPORT BCN MTN HOME MUN APT
 OZ1042  PID         -  OZ1042
 OZ1042  STATE/COUNTY-  ID/ELMORE
 OZ1042  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ1042
 OZ1042                         *CURRENT SURVEY CONTROL
 OZ1042  ___________________________________________________________________
 OZ1042* NAD 83(1992)-  43 07 36.90486(N)    115 43 38.93859(W)     ADJUSTED  
 OZ1042* NAVD 88     -                                                        
 OZ1042  ___________________________________________________________________
 OZ1042  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 OZ1042  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 OZ1042
 OZ1042  HORZ ORDER  -  THIRD
 OZ1042
 OZ1042.This mark is at Mountain Home Municipal Airport (U76)
 OZ1042
 OZ1042.The horizontal coordinates were established by classical geodetic methods
 OZ1042.and adjusted by the National Geodetic Survey in July 1992..
 OZ1042
 OZ1042
 OZ1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1042
 OZ1042.The geoid height was determined by GEOID03.
 OZ1042
 OZ1042;                    North         East     Units Scale Factor Converg.
 OZ1042;SPC ID W     -   162,195.613   801,832.157   MT  0.99993337   +0 00 55.4
 OZ1042;UTM  11      - 4,775,694.821   603,507.602   MT  0.99973180   +0 52 12.0
 OZ1042
 OZ1042                          SUPERSEDED SURVEY CONTROL
 OZ1042
 OZ1042  NAD 83(1986)-  43 07 36.90717(N)    115 43 38.93457(W) AD(       ) 4
 OZ1042  NAD 27      -  43 07 37.28479(N)    115 43 35.62259(W) AD(       ) 3
 OZ1042
 OZ1042.Superseded values are not recommended for survey control.
 OZ1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1042.See file dsdata.txt to determine how the superseded data were derived.
 OZ1042
 OZ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0350875695(NAD 83)
 OZ1042
 OZ1042  HISTORY     - Date     Condition        Report By
 OZ1042  HISTORY     - 1959     MONUMENTED       CGS
 OZ1042
 OZ1042                          STATION DESCRIPTION
 OZ1042
 OZ1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ1042'THE AIRWAY BEACON IS A STEEL FRAME TOWER WHICH IS 55 FEET
 OZ1042'HIGH, IS 9 FEET SQUARE AT THE BASE.  IT IS 73.809 FEET OR 22.496
 OZ1042'METERS EAST-NORTHEAST OF TRIANGULATION JUNE.
 OZ1042'
 OZ1042'THE CENTER OF THE BEACON WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1443 ***********************************************************************
 RA1443  DESIGNATION -  AIRPORT NEW
 RA1443  PID         -  RA1443
 RA1443  STATE/COUNTY-  ID/IDAHO
 RA1443  USGS QUAD   -  GRANGEVILLE EAST (1995)
 RA1443
 RA1443                         *CURRENT SURVEY CONTROL
 RA1443  ___________________________________________________________________
 RA1443* NAD 83(1999)-  45 56 22.09022(N)    116 07 07.84083(W)     ADJUSTED  
 RA1443* NAVD 88     -      1012.     (meters)    3320.     (feet)  VERTCON   
 RA1443  ___________________________________________________________________
 RA1443  X           -  -1,956,335.967 (meters)                     COMP
 RA1443  Y           -  -3,990,056.301 (meters)                     COMP
 RA1443  Z           -   4,561,286.690 (meters)                     COMP
 RA1443  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 RA1443  ELLIP HEIGHT-         995.50  (meters)          (06/13/02) GPS OBS
 RA1443  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 RA1443
 RA1443  HORZ ORDER  -  THIRD
 RA1443  ELLP ORDER  -  FIFTH     CLASS II
 RA1443
 RA1443.The horizontal coordinates were established by GPS observations
 RA1443.and adjusted by the National Geodetic Survey in June 2002..
 RA1443.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RA1443.DATUM ITEM on the data sheet items page.
 RA1443
 RA1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1443
 RA1443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RA1443
 RA1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1443
 RA1443.The ellipsoidal height was determined by GPS observations
 RA1443.and is referenced to NAD 83.
 RA1443
 RA1443.The geoid height was determined by GEOID03.
 RA1443
 RA1443;                    North         East     Units Scale Factor Converg.
 RA1443;SPC ID W     -   474,778.894   771,398.848   MT  0.99994339   -0 15 54.2
 RA1443;UTM  11      - 5,087,699.620   568,304.174   MT  0.99965735   +0 37 59.6
 RA1443
 RA1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1443!SPC ID W     -   0.99984396  x   0.99994339  =   0.99978736
 RA1443!UTM  11      -   0.99984396  x   0.99965735  =   0.99950136
 RA1443
 RA1443|---------------------------------------------------------------------|
 RA1443| PID    Reference Object                     Distance      Geod. Az  |
 RA1443|                                                           dddmmss.s |
 RA1443| RA1441 FAA S80 1                           293.929 METERS 35241     |
 RA1443|---------------------------------------------------------------------|
 RA1443
 RA1443                          SUPERSEDED SURVEY CONTROL
 RA1443
 RA1443  NAD 83(1992)-  45 56 22.08901(N)    116 07 07.84142(W) AD(       ) 3
 RA1443  ELLIP H (10/07/92)  995.53   (m)                       GP(       ) 5 2
 RA1443  NGVD 29 (10/07/92) 1011.     (m)         3317.     (f) VERT ANG       
 RA1443
 RA1443.Superseded values are not recommended for survey control.
 RA1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1443.See file dsdata.txt to determine how the superseded data were derived.
 RA1443
 RA1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6830487700(NAD 83)
 RA1443_MARKER: DS = TRIANGULATION STATION DISK
 RA1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1443_SP_SET: CONCRETE POST
 RA1443_STAMPING: AIRPORT 1945
 RA1443_MARK LOGO: CGS   
 RA1443_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1443+STABILITY: SURFACE MOTION
 RA1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA1443+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1990
 RA1443
 RA1443  HISTORY     - Date     Condition        Report By
 RA1443  HISTORY     - 1945     MONUMENTED       CGS
 RA1443  HISTORY     - 19900904 GOOD             NGS
 RA1443
 RA1443                          STATION DESCRIPTION
 RA1443
 RA1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RA1443'STATION IS LOCATED ABOUT 1.0 KM (0.6 MI) NORTH OF GRANGEVILLE, AT THE
 RA1443'IDAHO COUNTY AIRPORT, ALONG THE SOUTH PERIMETER, AT A DITCH ALONG A
 RA1443'CULTIVATED FIELD, AND ALONG THE EAST EDGE OF SECTION 18, T 30 N, R 3
 RA1443'E.  OWNERSHIP--IDAHO COUNTY, COUNTY COURTHOUSE, GRANGEVILLE, ID
 RA1443'83530.  AIRPORT MANAGER IS BILL JARVIS, PHONE 208-983-2018.  MR.
 RA1443'JARVIS LIVES AT THE AIRPORT.
 RA1443'TO REACH FROM THE JUNCTION OF US HIGHWAY 95 AND STATE HIGHWAY 13 ON
 RA1443'THE WEST SIDE OF GRANGEVILLE, GO NORTH ON HIGHWAY 95 FOR 1.05 KM
 RA1443'(0.65 MI) TO A PAVED ROAD RIGHT AT HIGHWAY CURVE.  TURN RIGHT, EAST,
 RA1443'FOR 1.56 KM (0.97 MI) TO A CROSSROAD AT ROAD CURVE.  TURN LEFT,
 RA1443'NORTHERLY, ON PAVED ROAD FOR 0.17 KM (0.11 MI) TO A FORK.  KEEP LEFT,
 RA1443'NORTH, FOR 0.24 KM (0.15 MI) TO A PAVED ROAD LEFT.  TURN LEFT, WEST,
 RA1443'UPHILL, FOR 0.39 KM (0.24 MI) TO A FORK AT AIRPORT BUILDINGS AND THE
 RA1443'STATION ON THE LEFT.
 RA1443'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 RA1443'PROJECTING 10 CM ABOVE GROUND.  IT IS 21.8 M (71.5 FT) SOUTHWEST OF
 RA1443'THE PAVED ROAD CENTER, 8.2 M (26.9 FT) SOUTH OF THE TRACK ROAD
 RA1443'CENTER, 3.1 M (10.2 FT) EAST OF THE CENTER OF AN ELEVATED SEWER
 RA1443'COVER, 0.5 M (1.6 FT) NORTH OF A SHALLOW DITCH, 3.8 M (12.5 FT) NORTH
 RA1443'OF A METAL WITNESS POST AT THE FIELD EDGE, AND 0.3 M (1.0 FT) WEST OF
 RA1443'A FIBERGLASS WITNESS POST.
 RA1443'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0826 ***********************************************************************
 OY0826  DESIGNATION -  AIRWAY BCN 18 4 MI N OF FIRTH
 OY0826  PID         -  OY0826
 OY0826  STATE/COUNTY-  ID/BINGHAM
 OY0826  USGS QUAD   -  FIRTH (1979)
 OY0826
 OY0826                         *CURRENT SURVEY CONTROL
 OY0826  ___________________________________________________________________
 OY0826* NAD 83(1992)-  43 21 32.87427(N)    112 11 20.32114(W)     ADJUSTED  
 OY0826* NAVD 88     -                                                        
 OY0826  ___________________________________________________________________
 OY0826  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 OY0826  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 OY0826
 OY0826  HORZ ORDER  -  THIRD
 OY0826
 OY0826.The horizontal coordinates were established by classical geodetic methods
 OY0826.and adjusted by the National Geodetic Survey in July 1992..
 OY0826
 OY0826
 OY0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0826
 OY0826.The geoid height was determined by GEOID03.
 OY0826
 OY0826;                    North         East     Units Scale Factor Converg.
 OY0826;SPC ID E     -   187,994.885   198,191.431   MT  0.99994741   -0 00 55.1
 OY0826;UTM  12      - 4,801,383.410   403,654.276   MT  0.99971418   -0 48 59.0
 OY0826
 OY0826                          SUPERSEDED SURVEY CONTROL
 OY0826
 OY0826  NAD 83(1986)-  43 21 32.86565(N)    112 11 20.30952(W) AD(       ) 4
 OY0826  NAD 27      -  43 21 33.17100(N)    112 11 17.40100(W) AD(       ) 3
 OY0826
 OY0826.Superseded values are not recommended for survey control.
 OY0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0826.See file dsdata.txt to determine how the superseded data were derived.
 OY0826
 OY0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0365401383(NAD 83)
 OY0826
 OY0826  HISTORY     - Date     Condition        Report By
 OY0826  HISTORY     - 1936     MONUMENTED       CGS
 OY0826  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OY0826
 OY0826                          STATION DESCRIPTION
 OY0826
 OY0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 OY0826'THE AVIATION BEACON IS ABOUT 3-1/2 MILES AIR LINE N OF THE
 OY0826'TOWN OF FIRTH, AND ABOUT 1 MILE W OF THE SNAKE RIVER.  IT
 OY0826'IS ON THE HIGHEST PART OF THE PRAIRIE.  THE BEACON IS ON A
 OY0826'50-FOOT TOWER SETTING ON A 12-FOOT BASE, PAINTED RED AND WHITE.
 OY0826'THE OBJECT SIGHTED ON WAS THE BEACON LIGHT.  AT THE BASE OF
 OY0826'THE TOWER THERE IS A CONCRETE ARROW.
 OY0826'
 OY0826'TO REACH FROM THE TOWN OF FIRTH, GO N ON U.S. HIGHWAY 91 FOR
 OY0826'0.2 MILE, TURN RIGHT ONTO GRAVEL ROAD AND GO 0.5 MILE.  TURN
 OY0826'RIGHT (N) AND GO 0.4 MILE, CONTINUE STRAIGHT AHEAD FOR 3.0
 OY0826'MILES.  THEN TURN LEFT INTO FARMYARD AND FOLLOW FIELD ROAD
 OY0826'0.4 MILE TO THE TOWER AND THE BEACON.
 OY0826
 OY0826                          STATION RECOVERY (1959)
 OY0826
 OY0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WH)
 OY0826'A STANDARD AIR NAVIGATION LIGHT OF THE FEDERAL AVIATION AGENCY
 OY0826'LOCATED 4 MILES NORTH OF THE TOWN OF FIRTH ABOVE THE WEST BANK
 OY0826'OF THE SNAKE RIVER.  THE BEACON IS OF THE REVOLVING TYPE FLASHING
 OY0826'A CODE.  THE TOP OF THE LIGHT WAS INTERSECTED.
 OY0826'
 OY0826'NOTE--PREVIOUS LISTED AS AIRWAY BEACON 17 IN 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0637 ***********************************************************************
 PZ0637  DESIGNATION -  AIRWAY BCN 26 2 MI E OF MONIDA
 PZ0637  PID         -  PZ0637
 PZ0637  STATE/COUNTY-  ID/CLARK
 PZ0637  USGS QUAD   -  MONIDA (1968)
 PZ0637
 PZ0637                         *CURRENT SURVEY CONTROL
 PZ0637  ___________________________________________________________________
 PZ0637* NAD 83(1992)-  44 33 31.00045(N)    112 17 18.44954(W)     ADJUSTED  
 PZ0637* NAVD 88     -                                                        
 PZ0637  ___________________________________________________________________
 PZ0637  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 PZ0637  GEOID HEIGHT-          -9.99  (meters)                     GEOID03
 PZ0637
 PZ0637  HORZ ORDER  -  THIRD
 PZ0637
 PZ0637.The horizontal coordinates were established by classical geodetic methods
 PZ0637.and adjusted by the National Geodetic Survey in July 1992..
 PZ0637
 PZ0637
 PZ0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0637
 PZ0637.The geoid height was determined by GEOID03.
 PZ0637
 PZ0637;                    North         East     Units Scale Factor Converg.
 PZ0637;SPC ID E     -   321,270.740   190,324.190   MT  0.99994852   -0 05 07.6
 PZ0637;SPC MT       -    38,251.277   378,439.228   MT  1.00029343   -2 02 23.2
 PZ0637;SPC MT       -   125,496.32  1,241,598.52   iFT  1.00029343   -2 02 23.2
 PZ0637;UTM  12      - 4,934,726.950   397,672.995   MT  0.99972876   -0 54 14.8
 PZ0637
 PZ0637                          SUPERSEDED SURVEY CONTROL
 PZ0637
 PZ0637  NAD 83(1986)-  44 33 30.99789(N)    112 17 18.43958(W) AD(       ) 4
 PZ0637  NAD 27      -  44 33 31.31500(N)    112 17 15.43100(W) AD(       ) 3
 PZ0637
 PZ0637.Superseded values are not recommended for survey control.
 PZ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0637.See file dsdata.txt to determine how the superseded data were derived.
 PZ0637
 PZ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ9767334727(NAD 83)
 PZ0637_MARKER: 22 = AIRWAY BEACON
 PZ0637
 PZ0637  HISTORY     - Date     Condition        Report By
 PZ0637  HISTORY     - 1959     FIRST OBSERVED   CGS
 PZ0637
 PZ0637                          STATION DESCRIPTION
 PZ0637
 PZ0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 PZ0637'A STANDARD AIRWAY BEACON OF THE FEDERAL AVIATION AUTHORITY,
 PZ0637'LOCATED ABOUT ON THE STATE LINE BETWEEN MONTANA AND IDAHO, ABOUT
 PZ0637'2 MILES EAST FROM MONIDA, MONTANA.  THE APEX OF THE REVOLVING
 PZ0637'(WHITE) LIGHT WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1454 ***********************************************************************
 SV1454  DESIGNATION -  AIRWAY BCN 28 5 MI WNW CATALDO
 SV1454  PID         -  SV1454
 SV1454  STATE/COUNTY-  ID/KOOTENAI
 SV1454  USGS QUAD   -  ROSE LAKE (1996)
 SV1454
 SV1454                         *CURRENT SURVEY CONTROL
 SV1454  ___________________________________________________________________
 SV1454* NAD 83(1992)-  47 34 12.74066(N)    116 25 43.67114(W)     ADJUSTED  
 SV1454* NAVD 88     -                                                        
 SV1454  ___________________________________________________________________
 SV1454  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 SV1454  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 SV1454
 SV1454  HORZ ORDER  -  THIRD
 SV1454
 SV1454.The horizontal coordinates were established by classical geodetic methods
 SV1454.and adjusted by the National Geodetic Survey in July 1992..
 SV1454
 SV1454
 SV1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1454
 SV1454.The geoid height was determined by GEOID03.
 SV1454
 SV1454;                    North         East     Units Scale Factor Converg.
 SV1454;SPC ID W     -   656,206.467   748,928.700   MT  0.99996537   -0 30 03.7
 SV1454;UTM  11      - 5,268,690.242   542,961.772   MT  0.99962268   +0 25 17.8
 SV1454
 SV1454                          SUPERSEDED SURVEY CONTROL
 SV1454
 SV1454  NAD 83(1986)-  47 34 12.74422(N)    116 25 43.66261(W) AD(       ) 4
 SV1454  NAD 27      -  47 34 13.04311(N)    116 25 40.04015(W) AD(       ) 3
 SV1454
 SV1454.Superseded values are not recommended for survey control.
 SV1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1454.See file dsdata.txt to determine how the superseded data were derived.
 SV1454
 SV1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN4296268690(NAD 83)
 SV1454
 SV1454  HISTORY     - Date     Condition        Report By
 SV1454  HISTORY     - 1958     MONUMENTED       CGS
 SV1454
 SV1454                          STATION DESCRIPTION
 SV1454
 SV1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1454'ABOUT 5 MILES WEST-NORTHWEST OF CATALDO AND 3/4 MILE SOUTHEAST
 SV1454'OF THE JUNCTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY 3, ON THE
 SV1454'SUMMIT OF A TIMBERED RIDGE ABOUT 3/4 MILE SOUTH OF U.S. HIGHWAY
 SV1454'10.
 SV1454'
 SV1454'THIS IS A 4-LEGGED STEEL STRUCTURE 85 FEET HIGH WITH BEACON ATOP.
 SV1454'A TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION GOOD, DISTANCE
 SV1454'BEING 51.69 FEET (15.755 METERS) SOUTHEAST OF STATION GOOD.
 SV1454'MEASUREMENTS AND OBSERVATIONS WERE MADE TO THE CENTER OF THE TOWER
 SV1454'AT THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1302 ***********************************************************************
 QB1302  DESIGNATION -  AIRWAY BCN 33 NE NEW PLYMOUTH
 QB1302  PID         -  QB1302
 QB1302  STATE/COUNTY-  ID/PAYETTE
 QB1302  USGS QUAD   -  BIRDING ISLAND (1952)
 QB1302
 QB1302                         *CURRENT SURVEY CONTROL
 QB1302  ___________________________________________________________________
 QB1302* NAD 83(1992)-  44 01 10.05626(N)    116 45 43.79719(W)     ADJUSTED  
 QB1302* NAVD 88     -                                                        
 QB1302  ___________________________________________________________________
 QB1302  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 QB1302  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 QB1302
 QB1302  HORZ ORDER  -  THIRD
 QB1302
 QB1302.The horizontal coordinates were established by classical geodetic methods
 QB1302.and adjusted by the National Geodetic Survey in July 1992..
 QB1302
 QB1302
 QB1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1302
 QB1302.The geoid height was determined by GEOID03.
 QB1302
 QB1302;                    North         East     Units Scale Factor Converg.
 QB1302;SPC ID W     -   261,851.793   718,849.825   MT  1.00001430   -0 42 12.2
 QB1302;UTM  11      - 4,874,061.724   519,061.907   MT  0.99960447   +0 09 55.0
 QB1302
 QB1302                          SUPERSEDED SURVEY CONTROL
 QB1302
 QB1302  NAD 83(1991)-  44 01 10.05583(N)    116 45 43.79702(W) AD(       ) 4
 QB1302  NAD 83(1986)-  44 01 10.05624(N)    116 45 43.79688(W) AD(       ) 4
 QB1302  NAD 27      -  44 01 10.45900(N)    116 45 40.26100(W) AD(       ) 3
 QB1302
 QB1302.Superseded values are not recommended for survey control.
 QB1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1302.See file dsdata.txt to determine how the superseded data were derived.
 QB1302
 QB1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1906274062(NAD 83)
 QB1302
 QB1302  HISTORY     - Date     Condition        Report By
 QB1302  HISTORY     - 1959     MONUMENTED       CGS
 QB1302
 QB1302                          STATION DESCRIPTION
 QB1302
 QB1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QB1302'STATION IS THE CENTER OF THE REVOLVING LIGHT.  THE BEACON
 QB1302'IS THE STANDARD TYPE, ABOUT 80 FEET HIGH AND MOUNTED ON A
 QB1302'THREE LEGGED STRUCTURAL STEEL, UNPAINTED, TOWER.  THE BEACON
 QB1302'HAS A REVOLVING LIGHT AND RED DIRECTIONAL LIGHTS WITH THE
 QB1302'CODE V (...-).
 QB1302'
 QB1302'IT IS LOCATED, AIRLINE, ABOUT 4 MILES NORTHEAST OF NEW PLYMOUTH,
 QB1302'ON THE SOUTH EDGE OF A HIGH PLATEAU AND 1/4 MILE NORTH OF
 QB1302'BLUFF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1117 ***********************************************************************
 NV1117  DESIGNATION -  AIRWAY BEACON 21
 NV1117  PID         -  NV1117
 NV1117  STATE/COUNTY-  ID/GOODING
 NV1117  USGS QUAD   -  BLISS (1992)
 NV1117
 NV1117                         *CURRENT SURVEY CONTROL
 NV1117  ___________________________________________________________________
 NV1117* NAD 83(1992)-  42 55 30.31072(N)    114 56 59.63862(W)     ADJUSTED  
 NV1117* NAVD 88     -                                                        
 NV1117  ___________________________________________________________________
 NV1117  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 NV1117  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 NV1117
 NV1117  HORZ ORDER  -  THIRD
 NV1117
 NV1117.The horizontal coordinates were established by classical geodetic methods
 NV1117.and adjusted by the National Geodetic Survey in July 1992..
 NV1117
 NV1117
 NV1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1117
 NV1117.The geoid height was determined by GEOID03.
 NV1117
 NV1117;                    North         East     Units Scale Factor Converg.
 NV1117;SPC ID C     -   140,214.488   422,454.051   MT  1.00002132   -0 38 49.0
 NV1117;SPC ID W     -   140,085.322   865,315.966   MT  0.99998580   +0 32 41.7
 NV1117;UTM  11      - 4,754,534.750   667,305.811   MT  0.99994436   +1 23 47.5
 NV1117
 NV1117                          SUPERSEDED SURVEY CONTROL
 NV1117
 NV1117  NAD 83(1986)-  42 55 30.30873(N)    114 56 59.63807(W) AD(       ) 4
 NV1117  NAD 27      -  42 55 30.65900(N)    114 56 56.41600(W) AD(       ) 3
 NV1117
 NV1117.Superseded values are not recommended for survey control.
 NV1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1117.See file dsdata.txt to determine how the superseded data were derived.
 NV1117
 NV1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6730654535(NAD 83)
 NV1117
 NV1117  HISTORY     - Date     Condition        Report By
 NV1117  HISTORY     - UNK      MONUMENTED
 NV1117  HISTORY     - 1945     SEE DESCRIPTION  CGS
 NV1117
 NV1117                          STATION DESCRIPTION
 NV1117
 NV1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1117'A BEACON ON THE SALE LAKE CITY-PORTLAND AIRWAY BEARING THIS
 NV1117'DESIGNATION WAS FORMERLY SITUATED ABOUT 0.2 MILE W OF BLISS.
 NV1117'THE BEACON HAS BEEN DISMANTLED AND AN INVESTIGATION OF THE
 NV1117'SITE REVEALS ONLY A BROKEN MASS OF CONCRETE, PROBABLY THE
 NV1117'REMAINS OF THE FOUNDATION, AND A DIRECTIONAL ARROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1144 ***********************************************************************
 NV1144  DESIGNATION -  AIRWAY BEACON 23
 NV1144  PID         -  NV1144
 NV1144  STATE/COUNTY-  ID/ELMORE
 NV1144  USGS QUAD   -  GLENNS FERRY (1992)
 NV1144
 NV1144                         *CURRENT SURVEY CONTROL
 NV1144  ___________________________________________________________________
 NV1144* NAD 83(1992)-  42 59 28.65640(N)    115 22 27.05273(W)     ADJUSTED  
 NV1144* NAVD 88     -                                                        
 NV1144  ___________________________________________________________________
 NV1144  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 NV1144  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 NV1144
 NV1144  HORZ ORDER  -  THIRD
 NV1144
 NV1144.The horizontal coordinates were established by classical geodetic methods
 NV1144.and adjusted by the National Geodetic Survey in July 1992..
 NV1144
 NV1144
 NV1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1144
 NV1144.The geoid height was determined by GEOID03.
 NV1144
 NV1144;                    North         East     Units Scale Factor Converg.
 NV1144;SPC ID W     -   147,197.848   830,646.918   MT  0.99994488   +0 15 22.6
 NV1144;UTM  11      - 4,761,130.375   632,537.788   MT  0.99981610   +1 06 31.6
 NV1144
 NV1144                          SUPERSEDED SURVEY CONTROL
 NV1144
 NV1144  NAD 83(1986)-  42 59 28.65389(N)    115 22 27.05293(W) AD(       ) 4
 NV1144  NAD 27      -  42 59 29.02100(N)    115 22 23.78200(W) AD(       ) 3
 NV1144
 NV1144.Superseded values are not recommended for survey control.
 NV1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1144.See file dsdata.txt to determine how the superseded data were derived.
 NV1144
 NV1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3253861130(NAD 83)
 NV1144
 NV1144  HISTORY     - Date     Condition        Report By
 NV1144  HISTORY     - UNK      MONUMENTED
 NV1144  HISTORY     - 1945     SEE DESCRIPTION  CGS
 NV1144
 NV1144                          STATION DESCRIPTION
 NV1144
 NV1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1144'THIS AIRWAY BEACON HAS BEEN DISMANTLED AND ITS FOUNDATION AND
 NV1144'THE DIRECTIONAL ARROW MADE OF CONCRETE BROKEN UP.
 NV1144'
 NV1144'ANOTHER BEACON BEARING THE SAME DESIGNATION HAS BEEN PLACED
 NV1144'ABOUT 2 MILES N OF THE FORMER LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1617 ***********************************************************************
 NU1617  DESIGNATION -  AIRWAY BN 14 3 MI S OF MICHAUD
 NU1617  PID         -  NU1617
 NU1617  STATE/COUNTY-  ID/POWER
 NU1617  USGS QUAD   -  WHEATGRASS BENCH (1971)
 NU1617
 NU1617                         *CURRENT SURVEY CONTROL
 NU1617  ___________________________________________________________________
 NU1617* NAD 83(1992)-  42 51 21.71199(N)    112 38 01.61705(W)     ADJUSTED  
 NU1617* NAVD 88     -                                                        
 NU1617  ___________________________________________________________________
 NU1617  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 NU1617  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 NU1617
 NU1617  HORZ ORDER  -  THIRD
 NU1617
 NU1617.The horizontal coordinates were established by classical geodetic methods
 NU1617.and adjusted by the National Geodetic Survey in July 1992..
 NU1617
 NU1617
 NU1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1617
 NU1617.The geoid height was determined by GEOID03.
 NU1617
 NU1617;                    North         East     Units Scale Factor Converg.
 NU1617;SPC ID E     -   132,211.551   161,824.091   MT  0.99996529   -0 19 03.8
 NU1617;UTM  12      - 4,746,122.067   366,521.208   MT  0.99981919   -1 06 41.0
 NU1617
 NU1617                          SUPERSEDED SURVEY CONTROL
 NU1617
 NU1617  NAD 83(1986)-  42 51 21.70662(N)    112 38 01.60558(W) AD(       ) 4
 NU1617  NAD 27      -  42 51 22.02500(N)    112 37 58.64900(W) AD(       ) 3
 NU1617
 NU1617.Superseded values are not recommended for survey control.
 NU1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1617.See file dsdata.txt to determine how the superseded data were derived.
 NU1617
 NU1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN6652146122(NAD 83)
 NU1617_MARKER: 22 = AIRWAY BEACON
 NU1617
 NU1617  HISTORY     - Date     Condition        Report By
 NU1617  HISTORY     - 1936     FIRST OBSERVED   CGS
 NU1617  HISTORY     - 1950     GOOD             CGS
 NU1617  HISTORY     - 1951     GOOD             CGS
 NU1617  HISTORY     - 1958     MARK NOT FOUND   CGS
 NU1617
 NU1617                          STATION DESCRIPTION
 NU1617
 NU1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 NU1617'A 75 FT STEEL TOWER WITH REVOLVING BEACON ON TOP FLASHING
 NU1617'THE LETTER H IN RED LOCATED ABOUT 2-1/2 MILES SOUTH OF THE
 NU1617'R.R. STATION MICHAUD ON HIGHWAY U.S. 30 N. AND IS 75 FT
 NU1617'EAST OF 38 (MICHAUD IS ABOUT 10 MILE WEST OF POCATELLO ON U.S.
 NU1617'30 N.)
 NU1617'
 NU1617'BEACON IS ON THE SALT LAKE GRAND FORKS LINE.
 NU1617
 NU1617                          STATION RECOVERY (1950)
 NU1617
 NU1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1617'STATION IS THE CENTER OF THE REVOLVING LIGHT OF THE SALT LAKE
 NU1617'CITY TO BUTTE, MONTANA AIRWAYS BEACON NO. 14.  THE BEACON
 NU1617'IS ELEVATED ON A 4 LEGGED STEEL TOWER TO A HEIGHT OF 90 FEET.
 NU1617'THE TOWER IS PAINTED WHITE WITH AN ORANGE TOP.  IN ADDITION
 NU1617'TO THEMAIN WHITE BEAM OF LIGHT THE BEACON FLASHES THE CODE
 NU1617'LETTER H CONSISTING OF 4 DOTS.
 NU1617'
 NU1617'IT IS LOCATED 9 MILES WEST OF POCATELLO, 3-1/2 MILES SOUTH
 NU1617'OF THE POCATELLO MUNICIPAL AIRPORT AT MICHAUD AND 2 MILES
 NU1617'SOUTHEAST OF HIGHWAY U.S. 30N AND THE UNION PACIFIC RAILROAD
 NU1617'TRACKS.  IT IS 35 FEET NORTH OF A GRADED ROAD WHICH LEADS SOUTH
 NU1617'FROM MICHAUD TO PAULINE.
 NU1617
 NU1617                          STATION RECOVERY (1951)
 NU1617
 NU1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (GBG)
 NU1617'DESCRIPTION ADEQUATE.
 NU1617
 NU1617                          STATION RECOVERY (1958)
 NU1617
 NU1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NU1617'STATION COULD NOT BE RECOVERED AFTER A THOROUGH SEARCH OF THE
 NU1617'AREA.  BEACON WAS PROBABLY DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1010 ***********************************************************************
 OZ1010  DESIGNATION -  AIRWAY BN 23 NW OF GLENS FERRY
 OZ1010  PID         -  OZ1010
 OZ1010  STATE/COUNTY-  ID/ELMORE
 OZ1010  USGS QUAD   -  HOT SPRINGS CREEK RESERVOIR (1986)
 OZ1010
 OZ1010                         *CURRENT SURVEY CONTROL
 OZ1010  ___________________________________________________________________
 OZ1010* NAD 83(1994)-  43 01 38.55555(N)    115 22 49.82595(W)     ADJUSTED  
 OZ1010* NAVD 88     -                                                        
 OZ1010  ___________________________________________________________________
 OZ1010  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 OZ1010  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 OZ1010
 OZ1010  HORZ ORDER  -  THIRD
 OZ1010
 OZ1010.The horizontal coordinates were established by classical geodetic methods
 OZ1010.and adjusted by the National Geodetic Survey in June 1998..
 OZ1010
 OZ1010
 OZ1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1010
 OZ1010.The geoid height was determined by GEOID03.
 OZ1010
 OZ1010;                    North         East     Units Scale Factor Converg.
 OZ1010;SPC ID W     -   151,203.875   830,113.427   MT  0.99994448   +0 15 07.6
 OZ1010;UTM  11      - 4,765,127.500   631,944.809   MT  0.99981417   +1 06 18.8
 OZ1010
 OZ1010                          SUPERSEDED SURVEY CONTROL
 OZ1010
 OZ1010  NAD 83(1992)-  43 01 38.55555(N)    115 22 49.82595(W) AD(       ) 4
 OZ1010  NAD 83(1986)-  43 01 38.55423(N)    115 22 49.82293(W) AD(       ) 4
 OZ1010  NAD 27      -  43 01 38.92400(N)    115 22 46.55500(W) AD(       ) 3
 OZ1010
 OZ1010.Superseded values are not recommended for survey control.
 OZ1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1010.See file dsdata.txt to determine how the superseded data were derived.
 OZ1010
 OZ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3194565128(NAD 83)
 OZ1010
 OZ1010  HISTORY     - Date     Condition        Report By
 OZ1010  HISTORY     - 1945     MONUMENTED       CGS
 OZ1010  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OZ1010
 OZ1010                          STATION DESCRIPTION
 OZ1010
 OZ1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 OZ1010'STATION IS LOCATED ON A LOW BRUSH-COVERED RIDGE ABOUT 7 MILES
 OZ1010'(AIR LINE) NW OF GLENNS FERRY.  IT IS A C.A.A. ROTATING BEACON
 OZ1010'ABOUT 60 FEET HIGH AND SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE.
 OZ1010'
 OZ1010'TO REACH STATION FROM THE POST OFFICE IN GLENNS FERRY, GO W
 OZ1010'ON U.S. HIGHWAY 30 FOR 0.35 MILE TO A PAVED ROAD RIGHT, TURN
 OZ1010'RIGHT FOR 0.5 MILE, THENCE LEFT FOR 4.2 MILES TO A Y-JUNCTION,
 OZ1010'CONTINUE STRAIGHT AHEAD FOR 2.9 MILES TO A T-JUNCTION, TURN
 OZ1010'RIGHT FOR 1.2 MILES.  AT THIS POINT THE STATION IS ABOUT 0.4
 OZ1010'MILE ACROSS COUNTRY.
 OZ1010
 OZ1010                          STATION RECOVERY (1959)
 OZ1010
 OZ1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1010'RECOVERED AS DESCRIBED IN 1945.
 OZ1010'
 OZ1010'NO GEOGRAPHIC POSITION DETERMINED FROM 1945 OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1045 ***********************************************************************
 OZ1045  DESIGNATION -  AIRWAY BN 26 10 MI NW MTN HOME
 OZ1045  PID         -  OZ1045
 OZ1045  STATE/COUNTY-  ID/ELMORE
 OZ1045  USGS QUAD   -  CRATER RINGS (1992)
 OZ1045
 OZ1045                         *CURRENT SURVEY CONTROL
 OZ1045  ___________________________________________________________________
 OZ1045* NAD 83(1992)-  43 14 45.27375(N)    115 48 27.36154(W)     ADJUSTED  
 OZ1045* NAVD 88     -                                                        
 OZ1045  ___________________________________________________________________
 OZ1045  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 OZ1045  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 OZ1045
 OZ1045  HORZ ORDER  -  THIRD
 OZ1045
 OZ1045.The horizontal coordinates were established by classical geodetic methods
 OZ1045.and adjusted by the National Geodetic Survey in July 1992..
 OZ1045
 OZ1045
 OZ1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1045
 OZ1045.The geoid height was determined by GEOID03.
 OZ1045
 OZ1045;                    North         East     Units Scale Factor Converg.
 OZ1045;SPC ID W     -   175,415.604   795,322.291   MT  0.99993360   -0 02 22.1
 OZ1045;UTM  11      - 4,788,813.382   596,802.477   MT  0.99971527   +0 49 01.2
 OZ1045
 OZ1045                          SUPERSEDED SURVEY CONTROL
 OZ1045
 OZ1045  NAD 83(1986)-  43 14 45.27459(N)    115 48 27.35735(W) AD(       ) 4
 OZ1045  NAD 27      -  43 14 45.65952(N)    115 48 24.02877(W) AD(       ) 3
 OZ1045
 OZ1045.Superseded values are not recommended for survey control.
 OZ1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1045.See file dsdata.txt to determine how the superseded data were derived.
 OZ1045
 OZ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9680288813(NAD 83)
 OZ1045
 OZ1045  HISTORY     - Date     Condition        Report By
 OZ1045  HISTORY     - 1959     MONUMENTED       CGS
 OZ1045
 OZ1045                          STATION DESCRIPTION
 OZ1045
 OZ1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OZ1045'A STANDARD AIRWAY BEACON LOCATED 10 MILES NORTHWEST OF MOUNTAIN
 OZ1045'HOME, AND 1 MILE NORTHEAST OF U.S. HIGHWAY 30.  THE CENTER OF
 OZ1045'THE ROTATING LIGHT WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0591 ***********************************************************************
 RY0591  DESIGNATION -  AJ
 RY0591  PID         -  RY0591
 RY0591  STATE/COUNTY-  ID/CLEARWATER
 RY0591  USGS QUAD   -  BERTHA HILL (1994)
 RY0591
 RY0591                         *CURRENT SURVEY CONTROL
 RY0591  ___________________________________________________________________
 RY0591* NAD 83(1986)-  46 51 53.     (N)    115 47 47.     (W)     SCALED    
 RY0591* NAVD 88     -       459.252  (meters)    1506.73   (feet)  ADJUSTED  
 RY0591  ___________________________________________________________________
 RY0591  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 RY0591  DYNAMIC HT  -         459.133 (meters)    1506.34  (feet)  COMP
 RY0591  MODELED GRAV-     980,346.0   (mgal)                       NAVD 88
 RY0591
 RY0591  VERT ORDER  -  SECOND    CLASS 0
 RY0591
 RY0591.The horizontal coordinates were scaled from a topographic map and have
 RY0591.an estimated accuracy of +/- 6 seconds.
 RY0591
 RY0591.The orthometric height was determined by differential leveling
 RY0591.and adjusted by the National Geodetic Survey in June 1991..
 RY0591
 RY0591.The geoid height was determined by GEOID03.
 RY0591
 RY0591.The dynamic height is computed by dividing the NAVD 88
 RY0591.geopotential number by the normal gravity value computed on the
 RY0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0591.degrees latitude (g = 980.6199 gals.).
 RY0591
 RY0591.The modeled gravity was interpolated from observed gravity values.
 RY0591
 RY0591;                    North         East    Units  Estimated Accuracy
 RY0591;SPC ID W     -   577,560.      796,460.      MT  (+/- 180 meters Scaled)
 RY0591
 RY0591                          SUPERSEDED SURVEY CONTROL
 RY0591
 RY0591  NGVD 29 (??/??/92)  458.037  (m)         1502.74   (f) ADJ UNCH    2 0
 RY0591
 RY0591.Superseded values are not recommended for survey control.
 RY0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0591.See file dsdata.txt to determine how the superseded data were derived.
 RY0591
 RY0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM917908(NAD 83)
 RY0591_MARKER: N = NAIL
 RY0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0591_SP_SET: TREE
 RY0591_STAMPING: AJ
 RY0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0591
 RY0591  HISTORY     - Date     Condition        Report By
 RY0591  HISTORY     - UNK      MONUMENTED       CGS
 RY0591  HISTORY     - 1959     GOOD             NGS
 RY0591
 RY0591                          STATION DESCRIPTION
 RY0591
 RY0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0591'44.2 MI NE FROM AHSAHKA.
 RY0591'ABOUT 44.2 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0591'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE NORTH SIDE OF THE RIVER,
 RY0591'IN THE TOP OF A ROOT ON THE NORTH SIDE OF AN 18-INCH COTTONWOOD TREE,
 RY0591'179 FEET SOUTHEAST OF A POINT WHERE A STREAM CROSSES THE ROAD, 45 FEET
 RY0591'SOUTH OF THE CENTER LINE OF A TRACK ROAD, 36 FEET EAST OF A FENCE
 RY0591'CORNER POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0589 ***********************************************************************
 RY0589  DESIGNATION -  AK
 RY0589  PID         -  RY0589
 RY0589  STATE/COUNTY-  ID/CLEARWATER
 RY0589  USGS QUAD   -  BERTHA HILL (1994)
 RY0589
 RY0589                         *CURRENT SURVEY CONTROL
 RY0589  ___________________________________________________________________
 RY0589* NAD 83(1986)-  46 51 35.     (N)    115 49 33.     (W)     SCALED    
 RY0589* NAVD 88     -       454.364  (meters)    1490.69   (feet)  ADJUSTED  
 RY0589  ___________________________________________________________________
 RY0589  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 RY0589  DYNAMIC HT  -         454.260 (meters)    1490.35  (feet)  COMP
 RY0589  MODELED GRAV-     980,376.1   (mgal)                       NAVD 88
 RY0589
 RY0589  VERT ORDER  -  SECOND    CLASS 0
 RY0589
 RY0589.The horizontal coordinates were scaled from a topographic map and have
 RY0589.an estimated accuracy of +/- 6 seconds.
 RY0589
 RY0589.The orthometric height was determined by differential leveling
 RY0589.and adjusted by the National Geodetic Survey in June 1991..
 RY0589
 RY0589.The geoid height was determined by GEOID03.
 RY0589
 RY0589.The dynamic height is computed by dividing the NAVD 88
 RY0589.geopotential number by the normal gravity value computed on the
 RY0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0589.degrees latitude (g = 980.6199 gals.).
 RY0589
 RY0589.The modeled gravity was interpolated from observed gravity values.
 RY0589
 RY0589;                    North         East    Units  Estimated Accuracy
 RY0589;SPC ID W     -   577,000.      794,220.      MT  (+/- 180 meters Scaled)
 RY0589
 RY0589                          SUPERSEDED SURVEY CONTROL
 RY0589
 RY0589  NGVD 29 (??/??/92)  453.164  (m)         1486.76   (f) ADJ UNCH    2 0
 RY0589
 RY0589.Superseded values are not recommended for survey control.
 RY0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0589.See file dsdata.txt to determine how the superseded data were derived.
 RY0589
 RY0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM895902(NAD 83)
 RY0589_MARKER: N = NAIL
 RY0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0589_SP_SET: TREE
 RY0589_STAMPING: AK
 RY0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0589
 RY0589  HISTORY     - Date     Condition        Report By
 RY0589  HISTORY     - UNK      MONUMENTED       CGS
 RY0589  HISTORY     - 1959     GOOD             NGS
 RY0589
 RY0589                          STATION DESCRIPTION
 RY0589
 RY0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0589'42.5 MI NE FROM AHSAHKA.
 RY0589'ABOUT 42.5 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0589'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE SOUTH SIDE OF THE RIVER,
 RY0589'AT THE SOUTHEAST CORNER OF LARSONS BAR LANDING STRIP, ON THE BANK OF A
 RY0589'SMALL CREEK, IN THE TOP OF A ROOT ON THE NORTH SIDE OF A WESTERN RED
 RY0589'CEDAR TREE, (THE WEST ONE OF TWO TREES), 137 FEET SOUTH OF THE CENTER
 RY0589'LINE OF A TRACK ROAD, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0577 ***********************************************************************
 RY0577  DESIGNATION -  AL
 RY0577  PID         -  RY0577
 RY0577  STATE/COUNTY-  ID/CLEARWATER
 RY0577  USGS QUAD   -  TOWNSHIP BUTTE (1994)
 RY0577
 RY0577                         *CURRENT SURVEY CONTROL
 RY0577  ___________________________________________________________________
 RY0577* NAD 83(1986)-  46 47 52.     (N)    115 57 15.     (W)     SCALED    
 RY0577* NAVD 88     -       412.911  (meters)    1354.69   (feet)  ADJUSTED  
 RY0577  ___________________________________________________________________
 RY0577  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 RY0577  DYNAMIC HT  -         412.864 (meters)    1354.54  (feet)  COMP
 RY0577  MODELED GRAV-     980,491.1   (mgal)                       NAVD 88
 RY0577
 RY0577  VERT ORDER  -  SECOND    CLASS 0
 RY0577
 RY0577.The horizontal coordinates were scaled from a topographic map and have
 RY0577.an estimated accuracy of +/- 6 seconds.
 RY0577
 RY0577.The orthometric height was determined by differential leveling
 RY0577.and adjusted by the National Geodetic Survey in June 1991..
 RY0577
 RY0577.The geoid height was determined by GEOID03.
 RY0577
 RY0577.The dynamic height is computed by dividing the NAVD 88
 RY0577.geopotential number by the normal gravity value computed on the
 RY0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0577.degrees latitude (g = 980.6199 gals.).
 RY0577
 RY0577.The modeled gravity was interpolated from observed gravity values.
 RY0577
 RY0577;                    North         East    Units  Estimated Accuracy
 RY0577;SPC ID W     -   570,140.      784,410.      MT  (+/- 180 meters Scaled)
 RY0577
 RY0577                          SUPERSEDED SURVEY CONTROL
 RY0577
 RY0577  NGVD 29 (??/??/92)  411.782  (m)         1350.99   (f) ADJ UNCH    2 0
 RY0577
 RY0577.Superseded values are not recommended for survey control.
 RY0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0577.See file dsdata.txt to determine how the superseded data were derived.
 RY0577
 RY0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM798832(NAD 83)
 RY0577_MARKER: N = NAIL
 RY0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0577_SP_SET: TREE
 RY0577_STAMPING: AL
 RY0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0577
 RY0577  HISTORY     - Date     Condition        Report By
 RY0577  HISTORY     - UNK      MONUMENTED       CGS
 RY0577  HISTORY     - 1959     GOOD             NGS
 RY0577
 RY0577                          STATION DESCRIPTION
 RY0577
 RY0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0577'33.9 MI NE FROM AHSAHKA.
 RY0577'ABOUT 33.9 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0577'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE WEST SIDE OF THE RIVER,
 RY0577'0.1 MILE SOUTHWEST OF A LOGGING FLUME, AT WATERS EDGE, IN THE TOP OF A
 RY0577'ROOT ON THE SOUTH SIDE OF A RED CEDAR TREE BEARING A TRIANGULAR BLAZE,
 RY0577'AND ABOUT 3 FEET HIGHER THAN THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0692 ***********************************************************************
 TO0692  DESIGNATION -  AL
 TO0692  PID         -  TO0692
 TO0692  STATE/COUNTY-  ID/BONNER
 TO0692  USGS QUAD   -  PRIEST RIVER (1996)
 TO0692
 TO0692                         *CURRENT SURVEY CONTROL
 TO0692  ___________________________________________________________________
 TO0692* NAD 83(1986)-  48 10 54.     (N)    117 00 00.     (W)     SCALED    
 TO0692* NAVD 88     -       642.863  (meters)    2109.13   (feet)  ADJUSTED  
 TO0692  ___________________________________________________________________
 TO0692  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TO0692  DYNAMIC HT  -         642.922 (meters)    2109.32  (feet)  COMP
 TO0692  MODELED GRAV-     980,682.2   (mgal)                       NAVD 88
 TO0692
 TO0692  VERT ORDER  -  FIRST     CLASS II
 TO0692
 TO0692.The horizontal coordinates were scaled from a topographic map and have
 TO0692.an estimated accuracy of +/- 6 seconds.
 TO0692
 TO0692.The orthometric height was determined by differential leveling
 TO0692.and adjusted by the National Geodetic Survey in June 1991..
 TO0692
 TO0692.The geoid height was determined by GEOID03.
 TO0692
 TO0692.The dynamic height is computed by dividing the NAVD 88
 TO0692.geopotential number by the normal gravity value computed on the
 TO0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0692.degrees latitude (g = 980.6199 gals.).
 TO0692
 TO0692.The modeled gravity was interpolated from observed gravity values.
 TO0692
 TO0692;                    North         East    Units  Estimated Accuracy
 TO0692;SPC ID W     -   724,720.      707,050.      MT  (+/- 180 meters Scaled)
 TO0692
 TO0692                          SUPERSEDED SURVEY CONTROL
 TO0692
 TO0692.No superseded survey control is available for this station.
 TO0692
 TO0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP000364(NAD 83)
 TO0692_MARKER: DD = SURVEY DISK
 TO0692_SETTING: 66 = SET IN ROCK OUTCROP
 TO0692_SP_SET: ROCK OUTCROP
 TO0692_STAMPING: AL 1950
 TO0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0692+STABILITY: POSITION/ELEVATION WELL
 TO0692
 TO0692  HISTORY     - Date     Condition        Report By
 TO0692  HISTORY     - 1950     MONUMENTED       DOD
 TO0692  HISTORY     - 1980     GOOD             NGS
 TO0692
 TO0692                          STATION DESCRIPTION
 TO0692
 TO0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0692'6.4 KM WEST FROM PRIEST RIVER.
 TO0692'6.2 KILOMETERS (3.85 MILES) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNIOR
 TO0692'HIGHSCHOOL IN PRIEST RIVER, THENCE 0.2 KILOMETER (0.1 MILE) SOUTH
 TO0692'ALONG A DIRT TRACK ROAD FROM BENCH MARK Q 385, SET IN TOP OF A ROCK
 TO0692'OUTCROP AT THE EAST END OF A ROCK BLUFF, 32.0 METERS (105 FEET)
 TO0692'SOUTH OF THE SOUTH RAIL OF THE SPOKANE INTERNATIONAL RAILWAY TRACKS,
 TO0692'7.0 METERS (23.0 FEET) SOUTHEAST OF A 24-INCH DIAMETER PINE TREE,
 TO0692'6.1 METERS (20.0 FEET) NORTHWEST OF THE EAST END OF THE BLUFF, 0.3
 TO0692'METER (1.0 FOOT) NORTH OF A CYCLONE FENCE.
 TO0692'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1558 ***********************************************************************
 NU1558  DESIGNATION -  ALAM
 NU1558  PID         -  NU1558
 NU1558  STATE/COUNTY-  ID/BANNOCK
 NU1558  USGS QUAD   -  POCATELLO NORTH (1971)
 NU1558
 NU1558                         *CURRENT SURVEY CONTROL
 NU1558  ___________________________________________________________________
 NU1558* NAD 83(1992)-  42 53 06.59688(N)    112 25 31.88257(W)     ADJUSTED  
 NU1558* NAVD 88     -      1492.7    (meters)    4897.     (feet)  VERTCON   
 NU1558  ___________________________________________________________________
 NU1558  LAPLACE CORR-           8.06  (seconds)                    DEFLEC99
 NU1558  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NU1558
 NU1558  HORZ ORDER  -  SECOND
 NU1558
 NU1558.The horizontal coordinates were established by classical geodetic methods
 NU1558.and adjusted by the National Geodetic Survey in July 1992..
 NU1558
 NU1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1558
 NU1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1558
 NU1558.The geoid height was determined by GEOID03.
 NU1558
 NU1558;                    North         East     Units Scale Factor Converg.
 NU1558;SPC ID E     -   135,374.620   178,854.452   MT  0.99995287   -0 10 34.2
 NU1558;UTM  12      - 4,749,048.388   383,590.922   MT  0.99976671   -0 58 12.8
 NU1558
 NU1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1558!SPC ID E     -   0.99976795  x   0.99995287  =   0.99972083
 NU1558!UTM  12      -   0.99976795  x   0.99976671  =   0.99953471
 NU1558
 NU1558|---------------------------------------------------------------------|
 NU1558| PID    Reference Object                     Distance      Geod. Az  |
 NU1558|                                                           dddmmss.s |
 NU1558| CM4169 ALAM RM 1                            20.222 METERS 08019     |
 NU1558| NU1557 POCATELLO ORDNANCE DEPOT TANK       APPROX. 3.6 KM 3041134.5 |
 NU1558|---------------------------------------------------------------------|
 NU1558
 NU1558                          SUPERSEDED SURVEY CONTROL
 NU1558
 NU1558  NAD 83(1986)-  42 53 06.59017(N)    112 25 31.86592(W) AD(       ) 2
 NU1558  NAD 27      -  42 53 06.90020(N)    112 25 28.94840(W) AD(       ) 2
 NU1558  NGVD 29 (07/19/86) 1491.6    (m)         4894.     (f) VERT ANG       
 NU1558
 NU1558.Superseded values are not recommended for survey control.
 NU1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1558.See file dsdata.txt to determine how the superseded data were derived.
 NU1558
 NU1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8359149048(NAD 83)
 NU1558_MARKER: DS = TRIANGULATION STATION DISK
 NU1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1558
 NU1558  HISTORY     - Date     Condition        Report By
 NU1558  HISTORY     - 1960     MONUMENTED       CGS
 NU1558  HISTORY     - 1969     GOOD             CGS
 NU1558
 NU1558                          STATION DESCRIPTION
 NU1558
 NU1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1558'THE STATION IS ON THE WEST SLOPE OF A LOW HILL WHICH HAS A
 NU1558'WATER TANK ON ITS SUMMIT, ABOUT 2.0 MILES NORTH-NORTHEAST OF
 NU1558'POCATELLO, 0.5 MILE EAST OF THE EAST CITY LIMITS OF ALAMEDA
 NU1558'AND 0.25 MILE SOUTH OF THE ALAMEDA SANITARY FILL.
 NU1558'
 NU1558'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 NU1558'91 AND 191 WITH POPLAR STREET IN ALAMEDA, DRIVE EAST ON POPLAR
 NU1558'STREET FOR 0.7 MILE TO FRANKLIN STREET.  TURN LEFT AND DRIVE
 NU1558'NORTH ON FRANKLIN STREET FOR 0.1 MILE TO A GRAVELED SIDE
 NU1558'ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE EAST FOR 0.5 MILE
 NU1558'TO THE ENTRANCE TO THE ALAMEDA SANITARY FILL AND A GATE IN
 NU1558'AN EAST-WEST FENCE ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 NU1558'THE GATE, AND DRIVE SOUTHEAST ON A TRACK ROAD FOR 0.3 MILE
 NU1558'TO THE SUMMIT OF THE HILL, THE WATER TANK AND THE STATION.
 NU1558'
 NU1558'THE STATION MARK, STAMPED ALAM 1960, IS SET IN THE TOP OF A
 NU1558'CONCRETE POST WHICH IS 12 INCHES SQUARE AND PROJECTS 3 INCHES
 NU1558'ABOVE THE SURFACE OF THE GROUND.  IT IS 72.5 FEET WEST-SOUTHWEST
 NU1558'OF THE WEST SIDE OF THE WATER TANK AND ABOUT 5 FEET LOWER IN
 NU1558'ELEVATION THAN THE SUMMIT OF THE HILL.  THE MARK IS A STANDARD
 NU1558'TRIANGULATION DISK.
 NU1558'
 NU1558'REFERENCE MARK 1, STAMPED ALAM NO 1 1960, IS A STANDARD DISK
 NU1558'CEMENTED IN A DRILL HOLE IN THE SQUARE CONCRETE FOUNDATION
 NU1558'SURROUNDING A STEEL COVER OF AN UNDERGROUND WATER VALVE
 NU1558'CONTROL.  THE MARK IS 7 FEET WEST-SOUTHWEST OF THE WEST BASE
 NU1558'OF THE WATER TANK AND 1.5 FEET NORTH AND 6 INCHES EAST OF THE
 NU1558'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE WATER VALVE
 NU1558'CONTROL.  IT IS ABOUT 4-1/2 FEET HIGHER IN ELEVATION THAN
 NU1558'THE STATION MARK.
 NU1558
 NU1558                          STATION RECOVERY (1969)
 NU1558
 NU1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 NU1558'THE STATION MARK, STAMPED ALAM 1960, WAS RECOVERED AS
 NU1558'DESCRIBED.  REFERENCE MARK NO. 1 IS IN SIDE A LOCKED-FENCED
 NU1558'ENCOLSURE AND THE STAMPING ON THE DISK WAS NOT VERIFIED.  ROADS
 NU1558'HAVE CHANGED.  A NEW TO REACH FOLLOWS.
 NU1558'
 NU1558'TO REACH THE STATION FROM THE ALAMEDA POST OFFICE GO EAST ON
 NU1558'PINE STREET FOR 0.6 MILE TO FRANKLIN AVENUE, TURN LEFT AND GO
 NU1558'NORTH ON FRANKLIN AVENUE FOR 0.4 MILE TO MONTE VISTA DRIVE,
 NU1558'TURN RIGHT AND GO EAST ON MONTE VISTA DRIVE CROSSING OVER THE
 NU1558'FREEWAY, FOR 0.45 MILE TO RENEE AVENUE, TURN RIGHT AND GO
 NU1558'SOUTH ON RENEE AVENUE AND THE GRAVELED AND DIRT ROAD,
 NU1558'PARALLELING INTERSTATE 15 FOR 0.5 MILE TO A FORK AND A GATE
 NU1558'ON EITHER FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTHEAST AND
 NU1558'SOUTH FOR 0.3 MILE TO THE WATER TANK AND THE STATION.
 NU1558'
 NU1558'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 NU1558'NORTHEAST OF POCATELLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1559 ***********************************************************************
 NU1559  DESIGNATION -  ALAMEDA WHITE WATER TANK
 NU1559  PID         -  NU1559
 NU1559  STATE/COUNTY-  ID/BANNOCK
 NU1559  USGS QUAD   -  POCATELLO NORTH (1971)
 NU1559
 NU1559                         *CURRENT SURVEY CONTROL
 NU1559  ___________________________________________________________________
 NU1559* NAD 83(1992)-  42 53 13.59331(N)    112 26 27.01242(W)     ADJUSTED  
 NU1559* NAVD 88     -                                                        
 NU1559  ___________________________________________________________________
 NU1559  LAPLACE CORR-           7.40  (seconds)                    DEFLEC99
 NU1559  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NU1559
 NU1559  HORZ ORDER  -  THIRD
 NU1559
 NU1559.The horizontal coordinates were established by classical geodetic methods
 NU1559.and adjusted by the National Geodetic Survey in July 1992..
 NU1559
 NU1559
 NU1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1559
 NU1559.The geoid height was determined by GEOID03.
 NU1559
 NU1559;                    North         East     Units Scale Factor Converg.
 NU1559;SPC ID E     -   135,594.468   177,604.191   MT  0.99995354   -0 11 11.7
 NU1559;UTM  12      - 4,749,285.498   382,344.058   MT  0.99977030   -0 58 50.5
 NU1559
 NU1559                          SUPERSEDED SURVEY CONTROL
 NU1559
 NU1559  NAD 83(1986)-  42 53 13.58776(N)    112 26 26.99836(W) AD(       ) 4
 NU1559  NAD 27      -  42 53 13.90200(N)    112 26 24.08400(W) AD(       ) 3
 NU1559
 NU1559.Superseded values are not recommended for survey control.
 NU1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1559.See file dsdata.txt to determine how the superseded data were derived.
 NU1559
 NU1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8234449285(NAD 83)
 NU1559_MARKER: 51 = TANK
 NU1559
 NU1559  HISTORY     - Date     Condition        Report By
 NU1559  HISTORY     - 1936     FIRST OBSERVED   CGS
 NU1559
 NU1559                          STATION DESCRIPTION
 NU1559
 NU1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 NU1559'STATION IS AN ALUMINUM PAINTED WATER TANK BELONGING TO THE
 NU1559'ALAMEDA WATER COMPANY, LOCATED ON THE E SIDE OF JEFFERSON
 NU1559'STREET, IN THE 600 BLOCK OF ALAMEDA.  TANK IS ABOUT 30 FEET
 NU1559'HIGH AND 30 FEET IN DIAMETER AND SITS ON THE TOP OF A SMALL
 NU1559'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0986 ***********************************************************************
 RY0986  DESIGNATION -  ALDER
 RY0986  PID         -  RY0986
 RY0986  STATE/COUNTY-  ID/CLEARWATER
 RY0986  USGS QUAD   -  HEADQUARTERS (1994)
 RY0986
 RY0986                         *CURRENT SURVEY CONTROL
 RY0986  ___________________________________________________________________
 RY0986* NAD 83(1992)-  46 38 42.30371(N)    115 51 43.82277(W)     ADJUSTED  
 RY0986* NAVD 88     -       999.1    (meters)    3278.     (feet)  VERTCON   
 RY0986  ___________________________________________________________________
 RY0986  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 RY0986  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 RY0986
 RY0986  HORZ ORDER  -  SECOND
 RY0986
 RY0986.The horizontal coordinates were established by classical geodetic methods
 RY0986.and adjusted by the National Geodetic Survey in July 1992..
 RY0986
 RY0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0986
 RY0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0986
 RY0986.The geoid height was determined by GEOID03.
 RY0986
 RY0986;                    North         East     Units Scale Factor Converg.
 RY0986;SPC ID W     -   553,147.671   791,412.814   MT  0.99993424   -0 04 53.6
 RY0986;UTM  11      - 5,166,353.556   587,074.784   MT  0.99969319   +0 49 38.6
 RY0986
 RY0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0986!SPC ID W     -   0.99984600  x   0.99993424  =   0.99978025
 RY0986!UTM  11      -   0.99984600  x   0.99969319  =   0.99953924
 RY0986
 RY0986|---------------------------------------------------------------------|
 RY0986| PID    Reference Object                     Distance      Geod. Az  |
 RY0986|                                                           dddmmss.s |
 RY0986| CH6318 ALDER SUB PT B                                     13953     |
 RY0986| CH6315 ALDER RM 1                           13.602 METERS 17355     |
 RY0986| CH6316 ALDER RM 2                           12.875 METERS 25436     |
 RY0986| CH6317 ALDER SUB PT A                                     25719     |
 RY0986| CH6314 ALDER AZ MK                                        2842918.1 |
 RY0986| RY1009 TOWNSHIP BUTTE LOOKOUT TOWER        APPROX.13.0 KM 3503313.6 |
 RY0986|---------------------------------------------------------------------|
 RY0986
 RY0986                          SUPERSEDED SURVEY CONTROL
 RY0986
 RY0986  NAD 83(1986)-  46 38 42.30882(N)    115 51 43.82062(W) AD(       ) 2
 RY0986  NAD 27      -  46 38 42.63550(N)    115 51 40.29780(W) AD(       ) 2
 RY0986  NGVD 29 (07/19/86)  998.0    (m)         3274.     (f) VERT ANG       
 RY0986
 RY0986.Superseded values are not recommended for survey control.
 RY0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0986.See file dsdata.txt to determine how the superseded data were derived.
 RY0986
 RY0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM8707566354(NAD 83)
 RY0986_MARKER: Z = SEE DESCRIPTION
 RY0986_SETTING: 0 = UNSPECIFIED SETTING
 RY0986
 RY0986  HISTORY     - Date     Condition        Report By
 RY0986  HISTORY     - 1959     MONUMENTED       CGS
 RY0986
 RY0986                          STATION DESCRIPTION
 RY0986
 RY0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0986'STATION IS ON THE WEST SIDE OF HIGH TIMBERED COVERED RIDGE,
 RY0986'ABOUT 6-1/2 MILES EAST AND 1-1/2 MILES SOUTH OF BIG ISLAND,
 RY0986'2-3/4 MILES WEST AND 1 MILE NORTH OF HEADQUARTERS, 1 MILE
 RY0986'EAST OF OLD CAMP 55, 1/2 MILE NORTHEAST OF THE CONFLUENCE OF ROCK
 RY0986'AND ALDER CREEK AND 1/4 MILE SOUTHEAST OF AN OLD RAILROAD
 RY0986'TRACK, NEAR THE SOUTH SIDE CENTER OF SECTION 8, T 38 N, R 5 E.
 RY0986'IT IS ABOUT 150 FEET LOWER THAN THE TOP OF THE RIDGE.
 RY0986'
 RY0986'THIS STATION WAS REACHED BY HELICOPTER FROM OROFINO, THE NEAREST
 RY0986'ROAD BEING THE ONE LEADING TO OLD CAMP 55.
 RY0986'
 RY0986'STATION MARK IS A STANDARD DISK, STAMPED ALDER 1959, BRAZED
 RY0986'TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 5 INCHES.
 RY0986'IT IS 23 FEET NORTH OF THE CENTER OF AN OLD TRACK ROAD, 6.6
 RY0986'FEET WEST OF A 10 INCH PINE TREE WITH A TRIANGLE BLAZE ON THE
 RY0986'WEST SIDE AND ABOUT 3 FEET HIGHER THAN THE TRACK ROAD.
 RY0986'
 RY0986'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALDER NO 1 1959,
 RY0986'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 6 INCHES.
 RY0986'IT IS 10 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 41
 RY0986'FEET SOUTH OF THE PINE TREE.
 RY0986'
 RY0986'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALDER NO 2 1959,
 RY0986'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 5 INCHES.
 RY0986'IT IS 48 FEET WEST-SOUTHWEST OF THE TREE AND 6 FEET SOUTH OF
 RY0986'THE CENTER OF THE TRACK ROAD.
 RY0986'
 RY0986'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALDER 1959, BRAZED
 RY0986'TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 4 INCHES.
 RY0986'IT IS 113 FEET NORTH OF THE NORTHWEST CORNER OF AN OLD SMALL
 RY0986'FRAME HOUSE AND 86 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 RY0986'TRACKS.
 RY0986'
 RY0986'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY DOWN
 RY0986'STEEP RIDGE TO RAILROAD TRACKS, THEN FOLLOW THE TRACKS WESTERLY
 RY0986'FOR ABOUT 1/2 MILE TO SMALL FRAME HOUSE ON THE LEFT AND AZIMUTH
 RY0986'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0577 ***********************************************************************
 NW0577  DESIGNATION -  ALDER
 NW0577  PID         -  NW0577
 NW0577  STATE/COUNTY-  ID/OWYHEE
 NW0577  USGS QUAD   -  TRIANGLE RESERVOIR (1990)
 NW0577
 NW0577                         *CURRENT SURVEY CONTROL
 NW0577  ___________________________________________________________________
 NW0577* NAD 83(1992)-  42 51 22.01197(N)    116 30 26.05912(W)     ADJUSTED  
 NW0577* NAVD 88     -      2019.7    (meters)    6626.     (feet)  VERTCON   
 NW0577  ___________________________________________________________________
 NW0577  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 NW0577  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 NW0577
 NW0577  HORZ ORDER  -  THIRD
 NW0577
 NW0577.The horizontal coordinates were established by classical geodetic methods
 NW0577.and adjusted by the National Geodetic Survey in July 1992..
 NW0577
 NW0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0577
 NW0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0577
 NW0577.The geoid height was determined by GEOID03.
 NW0577
 NW0577;                    North         East     Units Scale Factor Converg.
 NW0577;SPC ID W     -   132,391.267   738,114.134   MT  0.99998043   -0 30 54.2
 NW0577;UTM  11      - 4,744,954.498   540,257.795   MT  0.99961994   +0 20 06.6
 NW0577
 NW0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0577!SPC ID W     -   0.99968597  x   0.99998043  =   0.99966641
 NW0577!UTM  11      -   0.99968597  x   0.99961994  =   0.99930603
 NW0577
 NW0577:                Primary Azimuth Mark                     Grid Az
 NW0577:SPC ID W     -  BLACK BU                                 161 18 26.9
 NW0577:UTM  11      -  BLACK BU                                 160 27 26.1
 NW0577
 NW0577|---------------------------------------------------------------------|
 NW0577| PID    Reference Object                     Distance      Geod. Az  |
 NW0577|                                                           dddmmss.s |
 NW0577| NW0578 BLACK BU                            APPROX. 7.9 KM 1604732.7 |
 NW0577|---------------------------------------------------------------------|
 NW0577
 NW0577                          SUPERSEDED SURVEY CONTROL
 NW0577
 NW0577  NAD 83(1986)-  42 51 22.01280(N)    116 30 26.05361(W) AD(       ) 3
 NW0577  NGVD 29 (11/15/90) 2018.6    (m)         6623.     (f) VERT ANG       
 NW0577
 NW0577.Superseded values are not recommended for survey control.
 NW0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0577.See file dsdata.txt to determine how the superseded data were derived.
 NW0577
 NW0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH4025844954(NAD 83)
 NW0577_MARKER: DS = TRIANGULATION STATION DISK
 NW0577_SETTING: 0 = UNSPECIFIED SETTING
 NW0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0577
 NW0577  HISTORY     - Date     Condition        Report By
 NW0577  HISTORY     - 1964     MONUMENTED       USGS
 NW0577
 NW0577                          STATION DESCRIPTION
 NW0577
 NW0577'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0577'LOCATED ABOUT 29 MI (AIRLINE) ESE. OF JORDAN VALLEY, OREGON,
 NW0577'ABOUT 25 MI. S. OF MURPHY, IDAHO, 5 MI SW. OF THE FORKS OF ALDER
 NW0577'CREEK AND CASTLE CREEK, ON THE NORTH END OF THE HIGHEST MOUNTAIN
 NW0577'IN VICINITY.
 NW0577'
 NW0577'REACHED BY HELICOPTER.
 NW0577'
 NW0577'STATION MARK--STANDARD TABLET STAMPED---ALDER 1964--- CEMENTED IN
 NW0577'DRILL HOLE IN ROCK.
 NW0577'
 NW0577'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---
 NW0577'NO 1 1964--- CEMENTED IN DRILL HOLE IN ROCK, 35.58 FT. FROM
 NW0577'STATION MARK IN AZIMUTH 190 DEGREES 37 MINUTES.
 NW0577'
 NW0577'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---
 NW0577'NO 2 1964--- CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 22.31 FT.
 NW0577'FROM STATION MARK IN AZIMUTH 274 DEGREES 34 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1760 ***********************************************************************
 RZ1760  DESIGNATION -  ALDERMAND
 RZ1760  PID         -  RZ1760
 RZ1760  STATE/COUNTY-  ID/CLEARWATER
 RZ1760  USGS QUAD   -  ALDERMAND RIDGE (1994)
 RZ1760
 RZ1760                         *CURRENT SURVEY CONTROL
 RZ1760  ___________________________________________________________________
 RZ1760* NAD 83(1992)-  46 40 49.46524(N)    116 17 25.30223(W)     ADJUSTED  
 RZ1760* NAVD 88     -      1128.7    (meters)    3703.     (feet)  VERTCON   
 RZ1760  ___________________________________________________________________
 RZ1760  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 RZ1760  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 RZ1760
 RZ1760  HORZ ORDER  -  THIRD
 RZ1760
 RZ1760.The horizontal coordinates were established by classical geodetic methods
 RZ1760.and adjusted by the National Geodetic Survey in July 1992..
 RZ1760
 RZ1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1760
 RZ1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1760
 RZ1760.The geoid height was determined by GEOID03.
 RZ1760
 RZ1760;                    North         East     Units Scale Factor Converg.
 RZ1760;SPC ID W     -   557,209.740   758,660.623   MT  0.99995433   -0 23 35.3
 RZ1760;UTM  11      - 5,169,894.421   554,271.435   MT  0.99963620   +0 30 58.7
 RZ1760
 RZ1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1760!SPC ID W     -   0.99982580  x   0.99995433  =   0.99978013
 RZ1760!UTM  11      -   0.99982580  x   0.99963620  =   0.99946206
 RZ1760
 RZ1760:                Primary Azimuth Mark                     Grid Az
 RZ1760:SPC ID W     -  HUCKLEBERRY                              142 25 46.2
 RZ1760:UTM  11      -  HUCKLEBERRY                              141 31 12.2
 RZ1760
 RZ1760|---------------------------------------------------------------------|
 RZ1760| PID    Reference Object                     Distance      Geod. Az  |
 RZ1760|                                                           dddmmss.s |
 RZ1760| RZ1753 HUCKLEBERRY                         APPROX.21.3 KM 1420210.9 |
 RZ1760| CH6319 ALDERMAND RM 1                       16.957 METERS 14343     |
 RZ1760| CH6320 ALDERMAND RM 2                       21.335 METERS 25517     |
 RZ1760| CH6705 ALDERMAND HUB A                                    26541     |
 RZ1760|---------------------------------------------------------------------|
 RZ1760
 RZ1760                          SUPERSEDED SURVEY CONTROL
 RZ1760
 RZ1760  NAD 83(1986)-  46 40 49.47021(N)    116 17 25.29819(W) AD(       ) 3
 RZ1760  NAD 27      -  46 40 49.82440(N)    116 17 21.75970(W) AD(       ) 3
 RZ1760  NGVD 29 (07/19/86) 1127.6    (m)         3699.     (f) VERT ANG       
 RZ1760
 RZ1760.Superseded values are not recommended for survey control.
 RZ1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1760.See file dsdata.txt to determine how the superseded data were derived.
 RZ1760
 RZ1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM5427169894(NAD 83)
 RZ1760_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1760
 RZ1760  HISTORY     - Date     Condition        Report By
 RZ1760  HISTORY     - 1959     MONUMENTED       CGS
 RZ1760  HISTORY     - 1959     GOOD             USGS
 RZ1760
 RZ1760                          STATION DESCRIPTION
 RZ1760
 RZ1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1760'THE STATION IS ON ALDERMAND RIDGE, ON THE HIGHEST POINT OF A
 RZ1760'HEAVILY TIMBERED HILL, ABOUT 14 MILES NORTH AND 1-1/2 MILES
 RZ1760'WEST OF OROFINO, 7 MILES SOUTH AND 5 MILES WEST OF ELK RIVER,
 RZ1760'4-1/2 MILES NORTH OF THE NORTH FORK OF THE CLEARWATER RIVER,
 RZ1760'2 MILES EAST OF THE LATAH-CLEARWATER COUNTY LINE AND IN T 39 N,
 RZ1760'R 1 E.
 RZ1760'
 RZ1760'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OVER THE NORTH
 RZ1760'FORK OF THE CLEARWATER RIVER AT AHSAHKA, GO WEST FOR 0.1 MILE
 RZ1760'TO A CROSSROADS, TURN RIGHT AND GO NORTHERLY ALONG THE WEST
 RZ1760'SIDE OF THE RIVER FOR 11.9 MILES TO A FORK (THERE ARE TWO CABINS
 RZ1760'ON THE RIGHT AND A SIGN ELK RIVER IN THE ANGLE OF THE FORK),
 RZ1760'TAKE THE LEFT ROAD AND GO 0.95 MILE TO A FORK, TAKE RIGHT ROAD
 RZ1760'AND GO 1.0 MILE TO A FORK, TAKE LEFT ROAD FOR 0.85 MILE TO
 RZ1760'A FORK, TAKE LEFT ROAD FOR 1.35 MILES TO A FORK, TAKE RIGHT
 RZ1760'ROAD FOR 0.45 MILE TO A FORK, TAKE LEFT ROAD FOR 0.2 MILE
 RZ1760'TO AN ANGLING CROSSROADS, CONTINUE STRAIGHT AHEAD FOR 1.5
 RZ1760'MILES TO A FORK, TAKE RIGHT ROAD FOR 0.55 MILE TO A
 RZ1760'T-INTERSECTION, TURN RIGHT AND GO 0.05 MILE TO THE TOP OF
 RZ1760'HILL AND THE STATION ON THE LEFT.
 RZ1760'
 RZ1760'THE STATION MARKS ARE STANDARD DISKS, STAMPED ALDERMAND 1959.
 RZ1760'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 RZ1760'POST PROJECTING 8 INCHES.  IT IS 16 FEET NORTH OF THE CENTER
 RZ1760'OF THE TRACK ROAD, 10 FEET EAST-SOUTHEAST OF A TRIANGLE BLAZE
 RZ1760'ON SOUTH SIDE OF 5-INCH PINE TREE AND 1 FOOT NORTH OF A WHITE
 RZ1760'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RZ1760'MASS OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 RZ1760'
 RZ1760'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALDERMAND NO 1
 RZ1760'1959, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 RZ1760'PROJECTING 8 INCHES.  IT IS 65 FEET SOUTHEAST OF THE TRIANGLE
 RZ1760'BLAZE, 17 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND ABOUT
 RZ1760'1 FOOT LOWER THAN THE STATION MARK.
 RZ1760'
 RZ1760'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALDERMAND NO 2
 RZ1760'1959, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 RZ1760'PROJECTING 10 INCHES.  IT IS 64 FEET WEST-SOUTHWEST OF THE
 RZ1760'TRIANGLE BLAZED TREE AND 11 FEET SOUTH OF THE CENTER OF THE
 RZ1760'TRACK ROAD.
 RZ1760'
 RZ1760'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 RZ1760
 RZ1760                          STATION RECOVERY (1959)
 RZ1760
 RZ1760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RZ1760'STATION MARK--A STANDARD DISK STAMPED---ALDERMAND 1959---.  THE
 RZ1760'SURFACE DISK IS SET IN THE TOP OF AN 11 IN. SQUARE CONCRETE POST
 RZ1760'PROJECTING 8 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1244 ***********************************************************************
 OH1244  DESIGNATION -  ALICE
 OH1244  PID         -  OH1244
 OH1244  STATE/COUNTY-  ID/ADA
 OH1244  USGS QUAD   -  BOISE SOUTH (1976)
 OH1244
 OH1244                         *CURRENT SURVEY CONTROL
 OH1244  ___________________________________________________________________
 OH1244* NAD 83(1992)-  43 36 53.43132(N)    116 12 11.19146(W)     ADJUSTED  
 OH1244* NAVD 88     -       907.7    (meters)    2978.     (feet)  VERTCON   
 OH1244  ___________________________________________________________________
 OH1244  LAPLACE CORR-           8.15  (seconds)                    DEFLEC99
 OH1244  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 OH1244
 OH1244  HORZ ORDER  -  FIRST
 OH1244
 OH1244.The horizontal coordinates were established by classical geodetic methods
 OH1244.and adjusted by the National Geodetic Survey in July 1992..
 OH1244
 OH1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1244
 OH1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1244
 OH1244.The geoid height was determined by GEOID03.
 OH1244
 OH1244;                    North         East     Units Scale Factor Converg.
 OH1244;SPC ID W     -   216,499.854   763,426.021   MT  0.99994978   -0 18 45.2
 OH1244;UTM  11      - 4,829,404.111   564,302.005   MT  0.99965086   +0 32 59.0
 OH1244
 OH1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1244!SPC ID W     -   0.99986030  x   0.99994978  =   0.99981009
 OH1244!UTM  11      -   0.99986030  x   0.99965086  =   0.99951121
 OH1244
 OH1244:                Primary Azimuth Mark                     Grid Az
 OH1244:SPC ID W     -  BOISE FIRST METH CH SPIRE                003 59 38.6
 OH1244:UTM  11      -  BOISE FIRST METH CH SPIRE                003 07 54.4
 OH1244
 OH1244|---------------------------------------------------------------------|
 OH1244| PID    Reference Object                     Distance      Geod. Az  |
 OH1244|                                                           dddmmss.s |
 OH1244| OH1242 BOISE FIRST METH CH SPIRE           APPROX. 0.9 KM 0034053.4 |
 OH1244| OH1243 ALICE RM 1                           27.095 METERS 03052     |
 OH1244| OH1230 BOISE STATE CAPITOL DOME            427.159 METERS 0402715.1 |
 OH1244| CD4179 ALICE RM 2                           20.402 METERS 11950     |
 OH1244| OH1245 APT BCN BOISE TERMINAL NEW          APPROX. 5.3 KM 1951037.0 |
 OH1244| CD4180 ALICE RM 3                           16.114 METERS 20339     |
 OH1244| OH1248 VOR BOISE BOI                       APPROX. 6.1 KM 2121444.7 |
 OH1244| OH1233 BOISE U PAC DEPOT CLOCK TOWER       APPROX. 1.7 KM 2133000.3 |
 OH1244| CD4181 ALICE RM 4                           24.475 METERS 32828     |
 OH1244|---------------------------------------------------------------------|
 OH1244
 OH1244                          SUPERSEDED SURVEY CONTROL
 OH1244
 OH1244  NAD 83(1986)-  43 36 53.43202(N)    116 12 11.18863(W) AD(       ) 1
 OH1244  NAD 27      -  43 36 53.83072(N)    116 12 07.76439(W) AD(       ) 1
 OH1244  NGVD 29 (07/19/86)  906.8    (m)         2975.     (f) VERT ANG       
 OH1244
 OH1244.Superseded values are not recommended for survey control.
 OH1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1244.See file dsdata.txt to determine how the superseded data were derived.
 OH1244
 OH1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6430229404(NAD 83)
 OH1244_MARKER: DS = TRIANGULATION STATION DISK
 OH1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1244_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OH1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1244+STABILITY: SURFACE MOTION
 OH1244
 OH1244  HISTORY     - Date     Condition        Report By
 OH1244  HISTORY     - 1978     MONUMENTED       NGS
 OH1244
 OH1244                          STATION DESCRIPTION
 OH1244
 OH1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH1244'THE STATION IS LOCATED ON TOP OF AN ELEVATOR SHAFT ON THE
 OH1244'FIRST
 OH1244'NATIONAL BANK BUILDING IN DOWNTOWN BOISE.  PERMISSION FOR THE
 OH1244'STATION WAS GRANTED BY MR. LARRY ADKINS, PHONE 208/383-7000.  IT
 OH1244'IS IN THE SOUTHWEST 1/4 OF SECTION 2, T3N, R2E.
 OH1244'
 OH1244'TO REACH THE STATION FROM THE LOBBY OF THE IDAHO FIRST NATIONAL
 OH1244'BANK BUILDING, CONTACT SECURITY IN THE LOBBY AND THEY WILL ESCORT
 OH1244'YOU TO THE ROOF AND THE STATION.
 OH1244'
 OH1244'THE STATION IS A STANDARD NGS DISK
 OH1244'STAMPED---ALICE 1978---,
 OH1244'CEMENTED INTO A SQUARE CONCRETE MONUMENT WHICH IS GLUED AND
 OH1244'TARRED TO THE ROOF OF THE BUILDINGS ELEVATOR SHAFT.
 OH1244'
 OH1244'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 OH1244'STAMPED---ALICE NO 1 1978---,
 OH1244'SET INTO A DRILL HOLE IN A CONCRETE WALKWAY.
 OH1244'IT IS LOCATED
 OH1244'0.9 METERS SOUTHWEST FROM THE ROOF EDGE.
 OH1244'MARK IS BELOW STATION 3.0 METERS.
 OH1244'
 OH1244'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 OH1244'STAMPED---ALICE NO 2 1978---,
 OH1244'SET INTO A DRILL HOLE IN A CONCRETE WALKWAY.
 OH1244'IT IS LOCATED
 OH1244'0.9 METERS NORTHWEST FROM THE ROOF EDGE.
 OH1244'MARK IS BELOW STATION 3.0 METERS.
 OH1244'
 OH1244'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 OH1244'STAMPED---ALICE NO 3 1978---,
 OH1244'SET INTO A DRILL HOLE IN A CONCRETE WALKWAY.
 OH1244'IT IS LOCATED
 OH1244'0.9 METERS NORTHEAST FROM THE ROOF EDGE.
 OH1244'MARK IS BELOW STATION 3.0 METERS.
 OH1244'
 OH1244'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK
 OH1244'STAMPED---ALICE NO 4 1978---,
 OH1244'SET INTO A DRILL HOLE IN A CONCRETE WALKWAY.
 OH1244'IT IS LOCATED
 OH1244'0.9 METERS SOUTHEAST FROM THE ROOF EDGE.
 OH1244'MARK IS BELOW STATION 3.0 METERS.
 OH1244'
 OH1244'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF OBSTRUCTION
 OH1244'FROM ROOF VENTS.
 OH1244'
 OH1244'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0561 ***********************************************************************
 NV0561  DESIGNATION -  ALKALI
 NV0561  PID         -  NV0561
 NV0561  STATE/COUNTY-  ID/ELMORE
 NV0561  USGS QUAD   -  GLENNS FERRY (1992)
 NV0561
 NV0561                         *CURRENT SURVEY CONTROL
 NV0561  ___________________________________________________________________
 NV0561* NAD 83(1992)-  42 59 20.07768(N)    115 21 41.94279(W)     ADJUSTED  
 NV0561* NAVD 88     -       954.669  (meters)    3132.11   (feet)  ADJUSTED  
 NV0561  ___________________________________________________________________
 NV0561  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 NV0561  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 NV0561  DYNAMIC HT  -         954.255 (meters)    3130.75  (feet)  COMP
 NV0561  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 NV0561
 NV0561  HORZ ORDER  -  SECOND
 NV0561  VERT ORDER  -  SECOND    CLASS 0
 NV0561
 NV0561.The horizontal coordinates were established by classical geodetic methods
 NV0561.and adjusted by the National Geodetic Survey in July 1992..
 NV0561
 NV0561.The orthometric height was determined by differential leveling
 NV0561.and adjusted by the National Geodetic Survey in June 1991..
 NV0561
 NV0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0561
 NV0561.The geoid height was determined by GEOID03.
 NV0561
 NV0561.The dynamic height is computed by dividing the NAVD 88
 NV0561.geopotential number by the normal gravity value computed on the
 NV0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0561.degrees latitude (g = 980.6199 gals.).
 NV0561
 NV0561.The modeled gravity was interpolated from observed gravity values.
 NV0561
 NV0561;                    North         East     Units Scale Factor Converg.
 NV0561;SPC ID W     -   146,937.781   831,669.972   MT  0.99994567   +0 15 53.3
 NV0561;UTM  11      - 4,760,885.589   633,564.467   MT  0.99981946   +1 07 02.2
 NV0561
 NV0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0561!SPC ID W     -   0.99985279  x   0.99994567  =   0.99979847
 NV0561!UTM  11      -   0.99985279  x   0.99981946  =   0.99967227
 NV0561
 NV0561:                Primary Azimuth Mark                     Grid Az
 NV0561:SPC ID W     -  ALKALI AZ MK                             028 15 30.3
 NV0561:UTM  11      -  ALKALI AZ MK                             027 24 21.4
 NV0561
 NV0561|---------------------------------------------------------------------|
 NV0561| PID    Reference Object                     Distance      Geod. Az  |
 NV0561|                                                           dddmmss.s |
 NV0561| CD4182 ALKALI AZ MK                                       0283123.6 |
 NV0561| NV0560 ALKALI RM 1                          18.409 METERS 05210     |
 NV0561| NV0559 ALKALI RM 2                          17.914 METERS 16605     |
 NV0561| CD6120 CLOVER PP                                          26109     |
 NV0561|---------------------------------------------------------------------|
 NV0561
 NV0561                          SUPERSEDED SURVEY CONTROL
 NV0561
 NV0561  NAD 83(1986)-  42 59 20.07706(N)    115 21 41.93969(W) AD(       ) 2
 NV0561  NAD 27      -  42 59 20.44200(N)    115 21 38.67500(W) AD(       ) 2
 NV0561  NGVD 29 (??/??/92)  953.829  (m)         3129.35   (f) ADJ UNCH    2 0
 NV0561
 NV0561.Superseded values are not recommended for survey control.
 NV0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0561.See file dsdata.txt to determine how the superseded data were derived.
 NV0561
 NV0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3356460886(NAD 83)
 NV0561_MARKER: DS = TRIANGULATION STATION DISK
 NV0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NV0561_STAMPING: ALKALI 1945
 NV0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0561+STABILITY: SURFACE MOTION
 NV0561
 NV0561  HISTORY     - Date     Condition        Report By
 NV0561  HISTORY     - 1945     MONUMENTED       CGS
 NV0561  HISTORY     - 1959     SEE DESCRIPTION  CGS
 NV0561  HISTORY     - 1959     GOOD             CGS
 NV0561  HISTORY     - 1959     GOOD             NGS
 NV0561  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NV0561  HISTORY     - 1980     GOOD             NGS
 NV0561
 NV0561                          STATION DESCRIPTION
 NV0561
 NV0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV0561'STATION IS ABOUT 3-1/2 MILES (AIR LINE) NW OF GLENNS FERRY
 NV0561'AND 1 MILE E OF ALKALI CREEK.  IT IS IN THE W CORNER OF A
 NV0561'TRIANGULAR PLOT OF LAND FORMED BY THE JUNCTION OF GRADED
 NV0561'ROADS.  IT IS 13 METERS E OF THE W CORNER OF THE TRIANGULAR
 NV0561'PLOT, 9-1/2 METERS N OF THE CENTER LINE OF GRADED ROAD, AND
 NV0561'8-1/2 METERS SE OF THE CENTER LINE OF ANOTHER GRADED ROAD.
 NV0561'
 NV0561'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 NV0561'SURFACE MARK IS STAMPED ALKALI 1945 AND PROJECTS ABOUT 4 INCHES.
 NV0561'
 NV0561'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BURIED
 NV0561'BOULDER ABOUT 1 FOOT IN DIAMETER.  IT IS STAMPED ALKALI
 NV0561'NO 1 1945 AND IS FLUSH WITH THE GROUND.  IT IS 7-1/2 METERS
 NV0561'E OF THE CENTER LINE OF GRADED ROAD AND AT ABOUT THE SAME
 NV0561'ELEVATION AS THE STATION MARK.
 NV0561'
 NV0561'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BURIED
 NV0561'BOULDER ABOUT 1 FOOT IN DIAMETER.  IT IS STAMPED ALKALI
 NV0561'NO 2 1945 AND IS FLUSH WITH THE GROUND.  IT IS ABOUT 7 METERS
 NV0561'S OF THE CENTER LINE OF GRADED ROAD AND AT ABOUT THE SAME
 NV0561'ELEVATION AS THE STATION MARK.
 NV0561'
 NV0561'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE BLOCK
 NV0561'OF CONCRETE.  IT IS STAMPED ALKALI 1945 AND PROJECTS ABOUT
 NV0561'4 INCHES.  IT IS 9-1/2 METERS E OF THE CENTER LINE OF GRADED
 NV0561'ROAD.
 NV0561'
 NV0561'TO REACH STATION FROM THE POST OFFICE IN GLENNS FERRY, GO
 NV0561'W ON U.S. HIGHWAY 30 FOR 0.4 MILE TO PAVED ROAD LEADING RIGHT
 NV0561'(N).  TURN RIGHT AND CONTINUE 0.35 MILE.  THENCE TURN LEFT
 NV0561'AND CONTINUE ON MAIN ROAD 4.2 MILES TO ROAD FORKS AND STATION
 NV0561'SITE.
 NV0561'
 NV0561'TO REACH AZIMUTH MARK FROM THE STATION, GO N ON THE STRAIGHT
 NV0561'GRADED ROAD FOR 0.3 MILE TO THE MARK.
 NV0561
 NV0561                          STATION RECOVERY (1959)
 NV0561
 NV0561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0561'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 NV0561'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 NV0561'TO ALL MARKS CHECKED THE 1954 DATA, AND THE 1945 DESCRIPTION
 NV0561'IS ADEQUATE.
 NV0561
 NV0561                          STATION RECOVERY (1959)
 NV0561
 NV0561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NV0561'STATION MARK--BRONZE DISK STAMPED---ALKALI 1945---, SET IN CONCRETE
 NV0561'AND PROJECTING ABOUT 4 IN.
 NV0561
 NV0561                          STATION RECOVERY (1959)
 NV0561
 NV0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NV0561'5.35 MI NW FROM GLENNS FERRY.
 NV0561'0.1 MILE WEST ALONG IDAHO AVE. FROM THE GLENNS FERRY RAILROAD STATION,
 NV0561'THENCE 0.3 MILE NORTH ON COMMERCIAL STREET, THENCE 0.4 MILE WEST ON
 NV0561'U.S. HIGHWAY 30, THENCE 4.45 MILES NORTHWEST ON PAVED ROAD, 281.0 FEET
 NV0561'SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE AROUND A GAS LINE VENT,
 NV0561'27.0 FEET SOUTHEAST OF THE CENTERLINE OF A NORTHEAST-SOUTHWEST PAVED
 NV0561'ROAD, 27.0 FEET NORTH OF THE CENTERLINE OF A EAST-WEST PAVED ROAD,
 NV0561'61.0 FEET SOUTHWEST OF R.M. 1, 58.0 FEET NORTHWEST OF R.M. 2, 4.0 FEET
 NV0561'NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST
 NV0561'PROJECTING 4 INCHES.
 NV0561
 NV0561                          STATION RECOVERY (1975)
 NV0561
 NV0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NV0561'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 NV0561'WAS RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS FOUND
 NV0561'IN THE HORIZONTAL ANGLE TO REFERENCE MARK NO. 2.  THE TO
 NV0561'REACH IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NV0561'
 NV0561'TO REACH THE STATION FROM THE GLENNS FERRY POST OFFICE GO
 NV0561'WEST ON FIRST AVENUE, U.S. HIGHWAY 30, FOR 0.4 MILE TO BANNOCK
 NV0561'AVENUE, TURN RIGHT, AND GO NORTH ON BANNOCK AVENUE FOR 0.45
 NV0561'MILE TO A SIDE ROAD LEFT, JUST AFTER PASSING THE HIGH SCHOOL,
 NV0561'TURN LEFT, AND GO NORTHWEST ON THE MACADAM ROAD FOR 4.1 MILES
 NV0561'TO A FORK, AND THE STATION AT THE NORTHWEST POINT OF THE
 NV0561'TRIANGLE FORMED AT THIS JUNCTION.
 NV0561'
 NV0561'THE STATION MARK, STAMPED ALKALI 1945, IS A STANDARD DISK SET
 NV0561'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 150
 NV0561'FEET WEST OF WHERE THE PIPELINE CROSSES THE CONNECTING ROAD,
 NV0561'70 FEET EAST OF THE WEST POINT OF THE TRIANGLE, 31 FEET
 NV0561'NORTHWEST OF THE CENTER OF THE MOUNTAIN HOME-GLENNS FERRY
 NV0561'ROAD, 27 FEET SOUTHEAST OF THE CONNECTING ROAD, AND 3 FEET
 NV0561'NORTHWEST OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 NV0561'
 NV0561'REFERENCE MARK NO. 1, STAMPED ALKALI NO 1 1945, IS A STANDARD
 NV0561'DISK IN A BOULDER THAT IS 1-INCH BELOW THE SURFACE, 22 FEET
 NV0561'SOUTHEAST OF THE CONNECTING ROAD, AND 1 FOOT SOUTHWEST OF
 NV0561'A ROCK CAIRN.  (NOTE 12C)
 NV0561'
 NV0561'REFERENCE MARK NO. 2, STAMPED ALKALI NO 2 1945, IS A STANDARD
 NV0561'DISK IN A BOULDER THAT IS FLUSH, 66 FEET NORTH OF THE RIGHT-OF-WAY
 NV0561'FENCE LINE, 23 FEET SOUTH OF THE CENTER OF THE MOUNTAIN
 NV0561'HOME-GLENNS FERRY ROAD, AND 1 FOOT WEST OF A ROCK CAIRN.
 NV0561'(NOTE 12C)
 NV0561'
 NV0561'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 NV0561'MACADAM ROAD, TOWARD DIXIE FOR 0.3 MILE TO THE MARK ON THE
 NV0561'RIGHT.
 NV0561'
 NV0561'THE AZIMUTH MARK, STAMPED ALKALI 1945, IS A STANDARD DISK SET
 NV0561'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES,
 NV0561'30 FEET EAST OF THE CENTER OF THE MACADAM ROAD, AND 1 FOOT
 NV0561'SOUTH OF A METAL WITNESS POST.  (NOTE 16A)
 NV0561'
 NV0561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 NV0561'NORTHWEST OF GLENNS FERRY
 NV0561
 NV0561                          STATION RECOVERY (1980)
 NV0561
 NV0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NV0561'0.15 KM (0.1 MI) WEST ALONG THE UNION PACIFIC RAIL ROAD FROM THE
 NV0561'STATION AT GLENNS FERRY, THENCE 0.5 KM (0.3 MI) NORTH ALONG
 NV0561'COMMERCIAL ST. THENCE 0.65 KM (0.4 MI) WEST ALONG OLD HWY 30, THENCE
 NV0561'0.85 (0.55 MI) NORTH ALONG BANNETT ROAD< IN THE WEST CORNER OF A
 NV0561'TRIANGULAR MEDIUM FORM BY THE JCT. OF PAVED ROAD, 8.2 M (27.0 FT)
 NV0561'NORTH CENTERLINE PAVED RD, 85.6 M (281.0 FT) SOUTHWEST OF THE CORNER
 NV0561'OF A CHAIN LINK FENCE AROUND A PIPLINE GAS VENT, 8.2 M (27.0 FT)
 NV0561'SOUTHEAST CENTERLINE NORTHWEST-SOUTHWEST PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0560 ***********************************************************************
 NV0560  DESIGNATION -  ALKALI RM 1
 NV0560  PID         -  NV0560
 NV0560  STATE/COUNTY-  ID/ELMORE
 NV0560  USGS QUAD   -  GLENNS FERRY (1992)
 NV0560
 NV0560                         *CURRENT SURVEY CONTROL
 NV0560  ___________________________________________________________________
 NV0560* NAD 83(1986)-  42 59 20.     (N)    115 21 41.     (W)     SCALED    
 NV0560* NAVD 88     -       954.544  (meters)    3131.70   (feet)  ADJUSTED  
 NV0560  ___________________________________________________________________
 NV0560  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 NV0560  DYNAMIC HT  -         954.130 (meters)    3130.34  (feet)  COMP
 NV0560  MODELED GRAV-     980,154.1   (mgal)                       NAVD 88
 NV0560
 NV0560  VERT ORDER  -  SECOND    CLASS 0
 NV0560
 NV0560.The horizontal coordinates were scaled from a topographic map and have
 NV0560.an estimated accuracy of +/- 6 seconds.
 NV0560
 NV0560.The orthometric height was determined by differential leveling
 NV0560.and adjusted by the National Geodetic Survey in June 1991..
 NV0560
 NV0560.The geoid height was determined by GEOID03.
 NV0560
 NV0560.The dynamic height is computed by dividing the NAVD 88
 NV0560.geopotential number by the normal gravity value computed on the
 NV0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0560.degrees latitude (g = 980.6199 gals.).
 NV0560
 NV0560.The modeled gravity was interpolated from observed gravity values.
 NV0560
 NV0560;                    North         East    Units  Estimated Accuracy
 NV0560;SPC ID W     -   146,940.      831,690.      MT  (+/- 180 meters Scaled)
 NV0560
 NV0560                          SUPERSEDED SURVEY CONTROL
 NV0560
 NV0560  NGVD 29 (??/??/92)  953.703  (m)         3128.94   (f) ADJ UNCH    2 0
 NV0560
 NV0560.Superseded values are not recommended for survey control.
 NV0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0560.See file dsdata.txt to determine how the superseded data were derived.
 NV0560
 NV0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH335608(NAD 83)
 NV0560_MARKER: DR = REFERENCE MARK DISK
 NV0560_SETTING: 66 = SET IN ROCK OUTCROP
 NV0560_SP_SET: BEDROCK
 NV0560_STAMPING: ALKALI NO 1 1945
 NV0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0560+STABILITY: POSITION/ELEVATION WELL
 NV0560
 NV0560  HISTORY     - Date     Condition        Report By
 NV0560  HISTORY     - 1945     MONUMENTED       CGS
 NV0560  HISTORY     - 1959     GOOD             NGS
 NV0560  HISTORY     - 1975     GOOD             NGS
 NV0560
 NV0560                          STATION DESCRIPTION
 NV0560
 NV0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NV0560'5.35 MI NW FROM GLENNS FERRY.
 NV0560'0.1 MILE WEST ALONG IDAHO AVE. FROM THE GLENNS FERRY RAILROAD STATION,
 NV0560'THENCE 0.3 MILE NORTH ON COMMERCIAL STREET, THENCE 0.4 MILE WEST ON
 NV0560'U.S. HIGHWAY 30, THENCE 4.45 MILES NORTHWEST ON PAVED ROAD, 21.0 FEET
 NV0560'EAST OF A NORTHEAST-SOUTHWEST ROAD, 78.0 FEET NORTH OF THE CENTERLINE
 NV0560'OF A EAST-WEST ROAD, 61.0 FEET NORTHEAST OF THE STATION MARK, SET IN A
 NV0560'DRILL HOLE IN BEDROCK.
 NV0560
 NV0560                          STATION RECOVERY (1975)
 NV0560
 NV0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NV0560'REACHED FROM THE GLENNS FERRY POST OFFICE, GO WEST ON FIRST AVENUE,
 NV0560'U.S. HIGHWAY 30, FOR 0.4 MILE TO BANNOCK AVENUE, TURN RIGHT, AND GO
 NV0560'NORTH ON BANNOCK AVENUE FOR 0.45 MILE TO A SIDE ROAD LEFT, JUST AFTER
 NV0560'PASSING THE HIGH SCHOOL, TURN LEFT, AND GO NORTHWEST ON THE MACADAM
 NV0560'ROAD FOR 4.1 MILES TO A FORK, AND THE MARK ON THE NORTHWEST SIDE OF
 NV0560'THIS TRIANGLE FORMED BY THE ROAD JUNCTION, 60.40 FEET NORTHEAST OF
 NV0560'TRIANGULATION STATION ALKALI 1945, 22 FEET SOUTHEAST OF THE CENTER OF
 NV0560'THE CONNECTING ROAD, AND 1 FOOT SOUTHWEST OF A ROCK CAIRN, SET IN A
 NV0560'BOULDER THAT IS 1-INCH BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0559 ***********************************************************************
 NV0559  DESIGNATION -  ALKALI RM 2
 NV0559  PID         -  NV0559
 NV0559  STATE/COUNTY-  ID/ELMORE
 NV0559  USGS QUAD   -  GLENNS FERRY (1992)
 NV0559
 NV0559                         *CURRENT SURVEY CONTROL
 NV0559  ___________________________________________________________________
 NV0559* NAD 83(1986)-  42 59 20.     (N)    115 21 41.     (W)     SCALED    
 NV0559* NAVD 88     -       954.238  (meters)    3130.70   (feet)  ADJUSTED  
 NV0559  ___________________________________________________________________
 NV0559  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 NV0559  DYNAMIC HT  -         953.824 (meters)    3129.34  (feet)  COMP
 NV0559  MODELED GRAV-     980,154.1   (mgal)                       NAVD 88
 NV0559
 NV0559  VERT ORDER  -  SECOND    CLASS 0
 NV0559
 NV0559.The horizontal coordinates were scaled from a topographic map and have
 NV0559.an estimated accuracy of +/- 6 seconds.
 NV0559
 NV0559.The orthometric height was determined by differential leveling
 NV0559.and adjusted by the National Geodetic Survey in June 1991..
 NV0559
 NV0559.The geoid height was determined by GEOID03.
 NV0559
 NV0559.The dynamic height is computed by dividing the NAVD 88
 NV0559.geopotential number by the normal gravity value computed on the
 NV0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0559.degrees latitude (g = 980.6199 gals.).
 NV0559
 NV0559.The modeled gravity was interpolated from observed gravity values.
 NV0559
 NV0559;                    North         East    Units  Estimated Accuracy
 NV0559;SPC ID W     -   146,940.      831,690.      MT  (+/- 180 meters Scaled)
 NV0559
 NV0559                          SUPERSEDED SURVEY CONTROL
 NV0559
 NV0559  NGVD 29 (??/??/92)  953.398  (m)         3127.94   (f) ADJ UNCH    2 0
 NV0559
 NV0559.Superseded values are not recommended for survey control.
 NV0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0559.See file dsdata.txt to determine how the superseded data were derived.
 NV0559
 NV0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH335608(NAD 83)
 NV0559_MARKER: DR = REFERENCE MARK DISK
 NV0559_SETTING: 80 = SET IN A BOULDER
 NV0559_SP_SET: BOULDER
 NV0559_STAMPING: ALKALI NO 2 1945
 NV0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0559+STABILITY: SURFACE MOTION
 NV0559
 NV0559  HISTORY     - Date     Condition        Report By
 NV0559  HISTORY     - 1945     MONUMENTED       CGS
 NV0559  HISTORY     - 1975     GOOD             NGS
 NV0559
 NV0559                          STATION DESCRIPTION
 NV0559
 NV0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0559'5.35 MI NW FROM GLENNS FERRY.
 NV0559'0.1 MILE WEST ALONG IDAHO AVE. FROM THE GLENNS FERRY RAILROAD STATION,
 NV0559'THENCE 0.3 MILE NORTH ON COMMERCIAL STREET, THENCE 0.4 MILE WEST ON
 NV0559'U.S. HIGHWAY 30, THENCE 4.45 MILES NORTHWEST ON PAVED ROAD, 58.0 FEET
 NV0559'SOUTHEAST OF THE STATION MARK, SET IN A DRILL HOLE IN A BOULDER.
 NV0559
 NV0559                          STATION RECOVERY (1975)
 NV0559
 NV0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NV0559'REACHED FROM THE GLENNS FERRY POST OFFICE, GO WEST ON FIRST AVENUE,
 NV0559'U.S. HIGHWAY 30, FOR 0.4 MILE TO BANNOCK AVENUE, TURN RIGHT, AND GO
 NV0559'NORTH ON BANNOCK AVENUE FOR 0.45 MILE TO A SIDE ROAD LEFT, JUST AFTER
 NV0559'PASSING THE HIGH SCHOOL, TURN LEFT, AND GO NORTHWEST ON THE MACADAM
 NV0559'ROAD FOR 4.1 MILES TO A FORK, AND THE MARK ON THE LEFT, 66 FEET NORTH
 NV0559'OF THE RIGHT-OF-WAY FENCE LINE, 58.78 FEET SOUTH-SOUTHEAST OF
 NV0559'TRIANGULATION STATION ALKALI 1945, 23 FEET SOUTH OF THE CENTER OF THE
 NV0559'MOUNTAIN HOME-GLENNS FERRY ROAD, AND 1 FOOT WEST OF A ROCK CAIRN SET
 NV0559'IN A BOULDER THAT IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0676 ***********************************************************************
 PZ0676  DESIGNATION -  ALL
 PZ0676  PID         -  PZ0676
 PZ0676  STATE/COUNTY-  ID/CLARK
 PZ0676  USGS QUAD   -  SMALL (1964)
 PZ0676
 PZ0676                         *CURRENT SURVEY CONTROL
 PZ0676  ___________________________________________________________________
 PZ0676* NAD 83(1992)-  44 13 00.75111(N)    112 23 22.40505(W)     ADJUSTED  
 PZ0676* NAVD 88     -      1618.2    (meters)    5309.     (feet)  VERTCON   
 PZ0676  ___________________________________________________________________
 PZ0676  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 PZ0676  GEOID HEIGHT-         -10.76  (meters)                     GEOID03
 PZ0676
 PZ0676  HORZ ORDER  -  THIRD
 PZ0676
 PZ0676.The horizontal coordinates were established by classical geodetic methods
 PZ0676.and adjusted by the National Geodetic Survey in July 1992..
 PZ0676
 PZ0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0676
 PZ0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0676
 PZ0676.The geoid height was determined by GEOID03.
 PZ0676
 PZ0676;                    North         East     Units Scale Factor Converg.
 PZ0676;SPC ID E     -   283,316.050   182,189.003   MT  0.99995127   -0 09 19.6
 PZ0676;UTM  12      - 4,896,899.930   388,999.803   MT  0.99975153   -0 58 08.9
 PZ0676
 PZ0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0676!SPC ID E     -   0.99974801  x   0.99995127  =   0.99969929
 PZ0676!UTM  12      -   0.99974801  x   0.99975153  =   0.99949960
 PZ0676
 PZ0676:                Primary Azimuth Mark                     Grid Az
 PZ0676:SPC ID E     -  WHEAT                                    098 41 32.9
 PZ0676:UTM  12      -  WHEAT                                    099 30 22.2
 PZ0676
 PZ0676|---------------------------------------------------------------------|
 PZ0676| PID    Reference Object                     Distance      Geod. Az  |
 PZ0676|                                                           dddmmss.s |
 PZ0676| PZ0672 WHEAT                               APPROX.10.5 KM 0983213.3 |
 PZ0676|---------------------------------------------------------------------|
 PZ0676
 PZ0676                          SUPERSEDED SURVEY CONTROL
 PZ0676
 PZ0676  NAD 83(1986)-  44 13 00.74775(N)    112 23 22.39362(W) AD(       ) 3
 PZ0676  NAD 27      -  44 13 01.07409(N)    112 23 19.43441(W) AD(       ) 3
 PZ0676  NGVD 29 (07/19/86) 1617.1    (m)         5305.     (f) VERT ANG       
 PZ0676
 PZ0676.Superseded values are not recommended for survey control.
 PZ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0676.See file dsdata.txt to determine how the superseded data were derived.
 PZ0676
 PZ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP8900096900(NAD 83)
 PZ0676_MARKER: DD = SURVEY DISK
 PZ0676_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0676_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PZ0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0676+STABILITY: POSITION/ELEVATION WELL
 PZ0676
 PZ0676  HISTORY     - Date     Condition        Report By
 PZ0676  HISTORY     - 1963     MONUMENTED       USGS
 PZ0676
 PZ0676                          STATION DESCRIPTION
 PZ0676
 PZ0676'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 PZ0676'LOCATED ABOUT 10.3 MI. (AIRLINE) NE. OF LIDY HOT SPRINGS, ABOUT
 PZ0676'8.7 MI. NW. OF DUBOIS, AND ABOUT 0.4 MI. W. OF SMALL, STATION IS
 PZ0676'NEAR THE W. END OF A LOW E.-W. RIDGE.
 PZ0676'
 PZ0676'TO REACH FROM THE MEDICINE LODGE SCHOOLHOUSE IN SMALL, GO S. ON
 PZ0676'MAIN TRAVELED RD. 0.5 MI. TO A Y-RD., KEEP RIGHT AND GO S. 0.2 MI.
 PZ0676'TO A T-RD. W., TURN RIGHT (W.) AND FOLLOW DIM RD. W. 0.2 MI., TURN
 PZ0676'RIGHT (N.) CROSS-COUNTRY 0.1 MI. TO THE HIGHEST PART OF THE RIDGE
 PZ0676'AND STATION.
 PZ0676'
 PZ0676'STATION MARK--STANDARD TABLET STAMPED---ALL 1963--- CEMENTED IN
 PZ0676'DRILL HOLE IN ROCK OUTCROP.
 PZ0676'
 PZ0676'REFERENCE MARK NO. 1--CHISELED CROSS ON ROCK 25.67 FT. FROM
 PZ0676'STATION MARK, N 68 DEG 29 MIN W.
 PZ0676'
 PZ0676'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO 2 1963---
 PZ0676'CEMENTED IN DRILL HOLE IN ROCK OUTCROP 18.48 FT. FROM STATION MARK,
 PZ0676'N 37 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0305 ***********************************************************************
 RA0305  DESIGNATION -  ALLISON
 RA0305  PID         -  RA0305
 RA0305  STATE/COUNTY-  ID/ADAMS
 RA0305  USGS QUAD   -  CUPRUM (1990)
 RA0305
 RA0305                         *CURRENT SURVEY CONTROL
 RA0305  ___________________________________________________________________
 RA0305* NAD 83(1992)-  45 07 18.19278(N)    116 44 54.18324(W)     ADJUSTED  
 RA0305* NAVD 88     -       507.786  (meters)    1665.96   (feet)  ADJUSTED  
 RA0305  ___________________________________________________________________
 RA0305  LAPLACE CORR-           7.61  (seconds)                    DEFLEC99
 RA0305  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RA0305  DYNAMIC HT  -         507.637 (meters)    1665.47  (feet)  COMP
 RA0305  MODELED GRAV-     980,310.0   (mgal)                       NAVD 88
 RA0305
 RA0305  HORZ ORDER  -  SECOND
 RA0305  VERT ORDER  -  SECOND    CLASS 0
 RA0305
 RA0305.The horizontal coordinates were established by classical geodetic methods
 RA0305.and adjusted by the National Geodetic Survey in July 1992..
 RA0305
 RA0305.The orthometric height was determined by differential leveling
 RA0305.and adjusted by the National Geodetic Survey in June 1991..
 RA0305
 RA0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0305
 RA0305.The geoid height was determined by GEOID03.
 RA0305
 RA0305.The dynamic height is computed by dividing the NAVD 88
 RA0305.geopotential number by the normal gravity value computed on the
 RA0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0305.degrees latitude (g = 980.6199 gals.).
 RA0305
 RA0305.The modeled gravity was interpolated from observed gravity values.
 RA0305
 RA0305;                    North         East     Units Scale Factor Converg.
 RA0305;SPC ID W     -   384,317.344   721,452.660   MT  1.00000917   -0 42 27.0
 RA0305;SPC OR N     -   168,538.814 2,795,038.982   MT  0.99989492   +2 39 38.1
 RA0305;SPC OR N     -   552,948.86  9,170,075.40   iFT  0.99989492   +2 39 38.1
 RA0305;UTM  11      - 4,996,502.909   519,789.138   MT  0.99960482   +0 10 41.9
 RA0305
 RA0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0305!SPC ID W     -   0.99992285  x   1.00000917  =   0.99993201
 RA0305!SPC OR N     -   0.99992285  x   0.99989492  =   0.99981777
 RA0305!UTM  11      -   0.99992285  x   0.99960482  =   0.99952770
 RA0305
 RA0305|---------------------------------------------------------------------|
 RA0305| PID    Reference Object                     Distance      Geod. Az  |
 RA0305|                                                           dddmmss.s |
 RA0305| RA0306 ALLISON RM 1                          9.007 METERS 04633     |
 RA0305| RA0307 ALLISON RM 2                          7.651 METERS 13948     |
 RA0305|---------------------------------------------------------------------|
 RA0305
 RA0305                          SUPERSEDED SURVEY CONTROL
 RA0305
 RA0305  NAD 83(1991)-  45 07 18.19284(N)    116 44 54.18334(W) AD(       ) 2
 RA0305  NAD 83(1986)-  45 07 18.19362(N)    116 44 54.18254(W) AD(       ) 2
 RA0305  NAD 27      -  45 07 18.62772(N)    116 44 50.65135(W) AD(       ) 2
 RA0305  NGVD 29 (??/??/92)  506.719  (m)         1662.46   (f) ADJ UNCH    2 0
 RA0305
 RA0305.Superseded values are not recommended for survey control.
 RA0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0305.See file dsdata.txt to determine how the superseded data were derived.
 RA0305
 RA0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1978996503(NAD 83)
 RA0305_MARKER: DR = REFERENCE MARK DISK
 RA0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0305_STAMPING: ALLISON 1945
 RA0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0305+STABILITY: SURFACE MOTION
 RA0305
 RA0305  HISTORY     - Date     Condition        Report By
 RA0305  HISTORY     - 1945     MONUMENTED       CGS
 RA0305  HISTORY     - 1946     GOOD             NGS
 RA0305  HISTORY     - 1966     SEE DESCRIPTION  LOCENG
 RA0305
 RA0305                          STATION DESCRIPTION
 RA0305
 RA0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA0305'THE STATION IS LOCATED ABOUT 7 MILES NNE OF HOMESTEAD, ON A BENCH
 RA0305'OF THE BIG BAR RANCH, 1 MILE S OF THE RED LEDGE MINE HEADQUARTERS,
 RA0305'0.5 MILE S OF ALLISON CREEK, 0.3 MILE N OF BEKELS CREEK, AND 0.1
 RA0305'MILE E OF THE SNAKE RIVER.  IT IS 13 FEET W OF THE CENTER LINE OF
 RA0305'THE ROAD, 3 FEET E OF A FENCE, AND 8.6 FEET S OF A WHITE 4- BY
 RA0305'4-INCH WITNESS POST.
 RA0305'
 RA0305'STATION IS MARKED BY A BRONZE STATION DISK STAMPED ALLISON 1945
 RA0305'AND SET IN A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 RA0305'GROUND.  THE UNDERGROUND MARK IS A BRONZE STATION DISK STAMPED
 RA0305'ALLISON 1945 AND SET IN A CONCRETE MASS.
 RA0305'
 RA0305'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED ALLISON NO 1
 RA0305'1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 RA0305'ABOVE THE GROUND.  IT IS 13 FEET W OF THE CENTER LINE OF THE ROAD,
 RA0305'3 FEET E OF A FENCE, AND AT ABOUT THE SAME ELEVATION AS THE
 RA0305'STATION.
 RA0305'
 RA0305'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED ALLISON NO 2
 RA0305'1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 RA0305'ABOVE THE GROUND.  IT IS 12 FEET E OF THE CENTER LINE OF THE ROAD,
 RA0305'1.5 FEET W OF A FENCE, AND ABOUT THE SAME ELEVATION AS THE
 RA0305'STATION.
 RA0305'
 RA0305'THE AZIMUTH MARK IS A U.S. ARMY ENGINEERS BRONZE BENCH-MARK DISK
 RA0305'SET IN A DRILL HOLE IN A 5- BY 8-FOOT BOULDER PROJECTING 2 FEET
 RA0305'ABOVE THE GROUND AND IS STAMPED L 159 1941.  IT IS ABOUT 0.7 MILE
 RA0305'NNE OF THE STATION, 20 FEET W OF THE CENTER LINE OF THE ROAD, 2
 RA0305'FEET E OF A FENCE, AND 6 FEET S OF A FENCE CORNER.
 RA0305'
 RA0305'THE STATION IS REACHED FROM HOMESTEAD BY GOING N ON THE SNAKE
 RA0305'RIVER ROAD FOR 2.1 MILES TO THE SNAKE RIVER BRIDGE.  CROSS THE
 RA0305'BRIDGE AND GO 0.1 MILE TO THE ROAD FORKS.  TURN LEFT AND PARALLEL
 RA0305'THE RIVER FOR 6.4 MILES TO A BOARD GATE.  GO THROUGH THE GATE AND
 RA0305'CONTINUE ON THE ROAD FOR 0.25 MILE TO THE STATION, ON THE W SIDE
 RA0305'OF THE ROAD.
 RA0305
 RA0305                          STATION RECOVERY (1946)
 RA0305
 RA0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 RA0305'8.75 MI NE FROM HOMESTEAD, OR.
 RA0305'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0305'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0305'LEDGE MINE ROAD, THENCE 6.55 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0305'ROAD, STATION IS ON A LARGE BAR DIRECTLY ACROSS THE SNAKE RIVER FROM
 RA0305'THE MOUTH OF A PROMINENT CANYON, BETWEEN TWO CULTIVATED FIELDS, 0.1
 RA0305'MILE NORTHEAST OF A 2-FOOT IRON PIPE CULVERT UNDER THE ROAD AT THE
 RA0305'CROSSING OF A SMALL STREAM, 13.0 FEET NORTHWEST OF CENTER OF THE ROAD,
 RA0305'7.5 FEET SOUTHWEST OF A REFERENCE POST, 3.0 FEET SOUTHEAST OF THE
 RA0305'NORTHWEST RIGHT-OF-WAY FENCE, 29.5 FEET SOUTHWEST OF REFERENCE MARK
 RA0305'ALLISON NO 1, 25.1 FEET NORTHWEST OF AND DIRECTLY ACROSS THE ROAD FROM
 RA0305'REFERENCE MARK ALLISON NO 2, BRONZE TRIANGULATION STATION DISK SET IN
 RA0305'TOP OF A CONCRETE POST, ABOUT 1 FOOT BELOW THE ROAD AND PROJECTING 0.5
 RA0305'FOOT ABOVE THE GROUND.
 RA0305
 RA0305                          STATION RECOVERY (1966)
 RA0305
 RA0305'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 RA0305'THE IDAHO POWER COMPANY REPORTS THE STATION AND REFERENCE MARKS
 RA0305'WERE INADVERTENTLY DESTROYED DURING THE CONSTRUCTION OF THE HELLS
 RA0305'CANYON DAM.  THE AZIMUTH MARK WILL BE FLOODED OUT WHEN THE DAM IS
 RA0305'COMPLETED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0799 ***********************************************************************
 PZ0799  DESIGNATION -  ALLISON
 PZ0799  PID         -  PZ0799
 PZ0799  STATE/COUNTY-  ID/LEMHI
 PZ0799  USGS QUAD   -  ALLISON CREEK (1962)
 PZ0799
 PZ0799                         *CURRENT SURVEY CONTROL
 PZ0799  ___________________________________________________________________
 PZ0799* NAD 83(1992)-  44 45 28.23261(N)    113 59 49.49791(W)     ADJUSTED  
 PZ0799* NAVD 88     -      1384.5    (meters)    4542.     (feet)  VERTCON   
 PZ0799  ___________________________________________________________________
 PZ0799  LAPLACE CORR-           8.50  (seconds)                    DEFLEC99
 PZ0799  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 PZ0799
 PZ0799  HORZ ORDER  -  SECOND
 PZ0799
 PZ0799.The horizontal coordinates were established by classical geodetic methods
 PZ0799.and adjusted by the National Geodetic Survey in July 1992..
 PZ0799
 PZ0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0799
 PZ0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0799
 PZ0799.The geoid height was determined by GEOID03.
 PZ0799
 PZ0799;                    North         East     Units Scale Factor Converg.
 PZ0799;SPC ID C     -   343,401.945   500,230.970   MT  0.99994737   +0 00 07.4
 PZ0799;UTM  12      - 4,960,420.727   262,790.105   MT  1.00029199   -2 06 40.5
 PZ0799;UTM  11      - 4,960,437.768   737,671.681   MT  1.00029468   +2 06 55.4
 PZ0799
 PZ0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0799!SPC ID C     -   0.99978494  x   0.99994737  =   0.99973232
 PZ0799!UTM  12      -   0.99978494  x   1.00029199  =   1.00007686
 PZ0799!UTM  11      -   0.99978494  x   1.00029468  =   1.00007955
 PZ0799
 PZ0799:                Primary Azimuth Mark                     Grid Az
 PZ0799:SPC ID C     -  ALLISON AZ MK                            022 33 41.1
 PZ0799:UTM  12      -  ALLISON AZ MK                            024 40 29.0
 PZ0799:UTM  11      -  ALLISON AZ MK                            020 26 53.1
 PZ0799
 PZ0799|---------------------------------------------------------------------|
 PZ0799| PID    Reference Object                     Distance      Geod. Az  |
 PZ0799|                                                           dddmmss.s |
 PZ0799| CN3860 ALLISON AZ MK                                      0223348.5 |
 PZ0799| CN3861 ALLISON RM 1                          6.764 METERS 11338     |
 PZ0799| CN3862 ALLISON RM 2                          9.431 METERS 21312     |
 PZ0799|---------------------------------------------------------------------|
 PZ0799
 PZ0799                          SUPERSEDED SURVEY CONTROL
 PZ0799
 PZ0799  NAD 83(1986)-  44 45 28.23225(N)    113 59 49.49446(W) AD(       ) 2
 PZ0799  NAD 27      -  44 45 28.49660(N)    113 59 46.27200(W) AD(       ) 2
 PZ0799  NGVD 29 (07/19/86) 1383.3    (m)         4538.     (f) VERT ANG       
 PZ0799
 PZ0799.Superseded values are not recommended for survey control.
 PZ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0799.See file dsdata.txt to determine how the superseded data were derived.
 PZ0799
 PZ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ6279060421(NAD 83)
 PZ0799_MARKER: DS = TRIANGULATION STATION DISK
 PZ0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0799_STAMPING: ALLISON 1957
 PZ0799_MARK LOGO: CGS   
 PZ0799_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0799+STABILITY: SURFACE MOTION
 PZ0799
 PZ0799  HISTORY     - Date     Condition        Report By
 PZ0799  HISTORY     - 1957     MONUMENTED       CGS
 PZ0799  HISTORY     - 19920305 SEE DESCRIPTION  IDDT
 PZ0799
 PZ0799                          STATION DESCRIPTION
 PZ0799
 PZ0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 PZ0799'THE STATION IS LOCATED ON THE EAST SIDE OF U.S. HIGHWAY 93
 PZ0799'ABOUT 100 YARDS EAST OF THE EAST BANK OF THE SALMON RIVER,
 PZ0799'AIRLINE ABOUT 5 MILES NORTH-NORTHEAST OF ELLIS, 20 MILES
 PZ0799'NORTH-NORTHEAST OF CHALLIS, AND 28 MILES SOUTH-SOUTHWEST OF
 PZ0799'SALMON.
 PZ0799'
 PZ0799'TO REACH THE STATION FROM THE POST OFFICE IN ELLIS AT THE
 PZ0799'CONFLUENCE OF THE SALMON AND PAHSIMEROI RIVERS GO NORTH
 PZ0799'ON U.S. HIGHWAY 93 FOR 6.3 MILES TO A WITNESS POST AND THE
 PZ0799'STATION ON THE RIGHT.
 PZ0799'
 PZ0799'THE STATION MARK IS A STANDARD DISK STAMPED ALLISON 1957
 PZ0799'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 PZ0799'2 INCHES ABOVE THE GROUND.  IT IS 41 FEET EAST OF THE CENTERLINE
 PZ0799'OF THE HIGHWAY AND 6 FEET SOUTH OF A WITNESS POST.
 PZ0799'
 PZ0799'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ALLISON
 PZ0799'NO 1 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 PZ0799'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 57 FEET EAST OF
 PZ0799'THE CENTERLINE OF THE HIGHWAY AND THE SAME ELEVATION AS THE
 PZ0799'STATION.
 PZ0799'
 PZ0799'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ALLISON
 PZ0799'NO 2 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 PZ0799'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 40 FEET
 PZ0799'EAST OF THE CENTERLINE OF THE HIGHWAY AND THE SAME ELEVATION
 PZ0799'AS THE STATION.
 PZ0799'
 PZ0799'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF U.S. HIGHWAY
 PZ0799'93 AND IS A STANDARD DISK STAMPED ALLISON 1957 CEMENTED IN
 PZ0799'A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET ABOVE THE GROUND.
 PZ0799'IT IS 2 FEET WEST OF A 2-FOOT CAIRN AND 150 FEET EAST OF THE
 PZ0799'CENTERLINE OF THE HIGHWAY.
 PZ0799'
 PZ0799'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U.S.
 PZ0799'HIGHWAY 93 FOR 0.45 MILE TO A CAIRN AND THE AZIMUTH MARK
 PZ0799'ON THE RIGHT.
 PZ0799
 PZ0799                          STATION RECOVERY (1992)
 PZ0799
 PZ0799'RECOVERY NOTE BY ID DEPT OF TRANSP 1992 (GDJ)
 PZ0799'THE STATION MARK, REFERENCE MARK 2 HAVE BEEN LIFTED OUT OF THE GROUND
 PZ0799'AND ARE LYING ON THE GROUND.  REFERENCE MARK 1, THE AZIMUTH MARK AND
 PZ0799'THE UNDERGROUND MARK WERE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0306 ***********************************************************************
 RA0306  DESIGNATION -  ALLISON RM 1
 RA0306  PID         -  RA0306
 RA0306  STATE/COUNTY-  ID/ADAMS
 RA0306  USGS QUAD   -  CUPRUM (1990)
 RA0306
 RA0306                         *CURRENT SURVEY CONTROL
 RA0306  ___________________________________________________________________
 RA0306* NAD 83(1986)-  45 07 18.     (N)    116 44 54.     (W)     SCALED    
 RA0306* NAVD 88     -       507.897  (meters)    1666.33   (feet)  ADJUSTED  
 RA0306  ___________________________________________________________________
 RA0306  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RA0306  DYNAMIC HT  -         507.746 (meters)    1665.83  (feet)  COMP
 RA0306  MODELED GRAV-     980,308.3   (mgal)                       NAVD 88
 RA0306
 RA0306  VERT ORDER  -  SECOND    CLASS 0
 RA0306
 RA0306.The horizontal coordinates were scaled from a topographic map and have
 RA0306.an estimated accuracy of +/- 6 seconds.
 RA0306
 RA0306.The orthometric height was determined by differential leveling
 RA0306.and adjusted by the National Geodetic Survey in June 1991..
 RA0306
 RA0306.The geoid height was determined by GEOID03.
 RA0306
 RA0306.The dynamic height is computed by dividing the NAVD 88
 RA0306.geopotential number by the normal gravity value computed on the
 RA0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0306.degrees latitude (g = 980.6199 gals.).
 RA0306
 RA0306.The modeled gravity was interpolated from observed gravity values.
 RA0306
 RA0306;                    North         East    Units  Estimated Accuracy
 RA0306;SPC ID W     -   384,310.      721,460.      MT  (+/- 180 meters Scaled)
 RA0306
 RA0306                          SUPERSEDED SURVEY CONTROL
 RA0306
 RA0306  NGVD 29 (??/??/92)  506.829  (m)         1662.82   (f) ADJ UNCH    2 0
 RA0306
 RA0306.Superseded values are not recommended for survey control.
 RA0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0306.See file dsdata.txt to determine how the superseded data were derived.
 RA0306
 RA0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK197964(NAD 83)
 RA0306_MARKER: DR = REFERENCE MARK DISK
 RA0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0306_STAMPING: ALLISON NO 1 1945
 RA0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0306+STABILITY: SURFACE MOTION
 RA0306
 RA0306  HISTORY     - Date     Condition        Report By
 RA0306  HISTORY     - 1945     MONUMENTED       CGS
 RA0306  HISTORY     - 1946     GOOD             NGS
 RA0306
 RA0306                          STATION DESCRIPTION
 RA0306
 RA0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0306'8.75 MI NE FROM HOMESTEAD, OR.
 RA0306'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0306'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0306'LEDGE MINE ROAD, THENCE 6.55 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0306'ROAD, REFERENCE MARK IS ON A LARGE BAR DIRECTLY ACROSS THE SNAKE RIVER
 RA0306'FROM THE MOUTH OF A PROMINENT CANYON, BETWEEN TWO CULTIVATED FIELDS,
 RA0306'0.1 MILE NORTHEAST OF A 2-FOOT IRON PIPE CULVERT UNDER THE ROAD AT THE
 RA0306'CROSSING OF A SMALL STREAM, 13.2 FEET NORTHWEST OF CENTER OF THE ROAD,
 RA0306'2.8 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, 39.8 FEET
 RA0306'NORTH OF AND ACROSS THE ROAD FROM REFERENCE MARK ALLISON NO 2, 29.5
 RA0306'FEET NORTHEAST OF ALLISON TRIANGULATION STATION, BRONZE REFERENCE MARK
 RA0306'DISK SET IN TOP OF A CONCRETE POST, ABOUT 1 1/2 FEET BELOW THE ROAD
 RA0306'AND PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0307 ***********************************************************************
 RA0307  DESIGNATION -  ALLISON RM 2
 RA0307  PID         -  RA0307
 RA0307  STATE/COUNTY-  ID/ADAMS
 RA0307  USGS QUAD   -  CUPRUM (1990)
 RA0307
 RA0307                         *CURRENT SURVEY CONTROL
 RA0307  ___________________________________________________________________
 RA0307* NAD 83(1986)-  45 07 18.     (N)    116 44 54.     (W)     SCALED    
 RA0307* NAVD 88     -       508.104  (meters)    1667.00   (feet)  ADJUSTED  
 RA0307  ___________________________________________________________________
 RA0307  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RA0307  DYNAMIC HT  -         507.954 (meters)    1666.51  (feet)  COMP
 RA0307  MODELED GRAV-     980,308.3   (mgal)                       NAVD 88
 RA0307
 RA0307  VERT ORDER  -  SECOND    CLASS 0
 RA0307
 RA0307.The horizontal coordinates were scaled from a topographic map and have
 RA0307.an estimated accuracy of +/- 6 seconds.
 RA0307
 RA0307.The orthometric height was determined by differential leveling
 RA0307.and adjusted by the National Geodetic Survey in June 1991..
 RA0307
 RA0307.The geoid height was determined by GEOID03.
 RA0307
 RA0307.The dynamic height is computed by dividing the NAVD 88
 RA0307.geopotential number by the normal gravity value computed on the
 RA0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0307.degrees latitude (g = 980.6199 gals.).
 RA0307
 RA0307.The modeled gravity was interpolated from observed gravity values.
 RA0307
 RA0307;                    North         East    Units  Estimated Accuracy
 RA0307;SPC ID W     -   384,310.      721,460.      MT  (+/- 180 meters Scaled)
 RA0307
 RA0307                          SUPERSEDED SURVEY CONTROL
 RA0307
 RA0307  NGVD 29 (??/??/92)  507.036  (m)         1663.50   (f) ADJ UNCH    2 0
 RA0307
 RA0307.Superseded values are not recommended for survey control.
 RA0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0307.See file dsdata.txt to determine how the superseded data were derived.
 RA0307
 RA0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK197964(NAD 83)
 RA0307_MARKER: DR = REFERENCE MARK DISK
 RA0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0307_STAMPING: ALLISON NO 2 1945
 RA0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0307+STABILITY: SURFACE MOTION
 RA0307
 RA0307  HISTORY     - Date     Condition        Report By
 RA0307  HISTORY     - 1945     MONUMENTED       CGS
 RA0307  HISTORY     - 1946     GOOD             NGS
 RA0307
 RA0307                          STATION DESCRIPTION
 RA0307
 RA0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0307'8.75 MI NE FROM HOMESTEAD, OR.
 RA0307'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0307'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0307'LEDGE MINE ROAD, THENCE 6.55 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0307'ROAD, REFERENCE MARK IS ON A LARGE BAR DIRECTLY ACROSS THE SNAKE RIVER
 RA0307'FROM THE MOUTH OF A PROMINENT CAYON, BETWEEN TWO CULTIVATED FIELDS,
 RA0307'0.1 MILE NORTHEAST OF A 2-FOOT IRON PIPE CULVERT UNDER THE ROAD AT THE
 RA0307'CROSSING OF A SMALL STREAM, 12.0 FEET SOUTHEAST OF CENTER OF THE ROAD,
 RA0307'1.5 FOOT NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 39.8 FEET
 RA0307'SOUTH OF AND ACROSS THE ROAD FROM REFERENCE MARK ALLISON NO 1, 25.1
 RA0307'FEET SOUTHEAST OF AND DIRECTLY ACROSS THE ROAD FROM ALLISON
 RA0307'TRIANGULATION STATION, BRONZE REFERENCE MARK DISK SET IN TOP OF A
 RA0307'CONCRETE POST, ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.3
 RA0307'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1720 ***********************************************************************
 NU1720  DESIGNATION -  ALMO
 NU1720  PID         -  NU1720
 NU1720  STATE/COUNTY-  ID/CASSIA
 NU1720  USGS QUAD   -  ALMO (1968)
 NU1720
 NU1720                         *CURRENT SURVEY CONTROL
 NU1720  ___________________________________________________________________
 NU1720* NAD 83(1994)-  42 04 56.95156(N)    113 37 57.41078(W)     ADJUSTED  
 NU1720* NAVD 88     -      1631.34   (+/-2cm)    5352.2    (feet)  VERTCON   
 NU1720  ___________________________________________________________________
 NU1720  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 NU1720  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 NU1720
 NU1720  HORZ ORDER  -  SECOND
 NU1720  VERT ORDER  -  THIRD ? (See Below)
 NU1720
 NU1720.The horizontal coordinates were established by classical geodetic methods
 NU1720.and adjusted by the National Geodetic Survey in November 1997..
 NU1720
 NU1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1720.The vertical order pertains to the NGVD 29 superseded value.
 NU1720
 NU1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1720
 NU1720.The geoid height was determined by GEOID03.
 NU1720
 NU1720;                    North         East     Units Scale Factor Converg.
 NU1720;SPC ID C     -    46,248.351   530,397.281   MT  0.99995873   +0 14 46.4
 NU1720;SPC UT N     - 1,196,421.902   323,546.396   MT  1.00006227   -1 24 22.1
 NU1720;UTM  12      - 4,662,288.689   282,247.041   MT  1.00018348   -1 45 54.2
 NU1720
 NU1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1720!SPC ID C     -   0.99974651  x   0.99995873  =   0.99970525
 NU1720!SPC UT N     -   0.99974651  x   1.00006227  =   0.99980876
 NU1720!UTM  12      -   0.99974651  x   1.00018348  =   0.99992994
 NU1720
 NU1720|---------------------------------------------------------------------|
 NU1720| PID    Reference Object                     Distance      Geod. Az  |
 NU1720|                                                           dddmmss.s |
 NU1720| CM4171 ALMO RM 1                            10.975 METERS 03309     |
 NU1720| CM4172 ALMO RM 2                             7.084 METERS 14714     |
 NU1720| CM4170 ALMO AZ MK                                         3550304.2 |
 NU1720|---------------------------------------------------------------------|
 NU1720
 NU1720                          SUPERSEDED SURVEY CONTROL
 NU1720
 NU1720  NAD 83(1992)-  42 04 56.94694(N)    113 37 57.40845(W) AD(       ) 2
 NU1720  NAD 83(1986)-  42 04 56.94396(N)    113 37 57.40561(W) AD(       ) 2
 NU1720  NAD 27      -  42 04 57.24800(N)    113 37 54.37600(W) AD(       ) 2
 NU1720  NGVD 29 (07/19/86) 1630.23   (m)         5348.5    (f) LEVELING    3  
 NU1720
 NU1720.Superseded values are not recommended for survey control.
 NU1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1720.See file dsdata.txt to determine how the superseded data were derived.
 NU1720
 NU1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM8224762289(NAD 83)
 NU1720_MARKER: DS = TRIANGULATION STATION DISK
 NU1720_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1720
 NU1720  HISTORY     - Date     Condition        Report By
 NU1720  HISTORY     - 1947     MONUMENTED       CGS
 NU1720  HISTORY     - 1968     GOOD             USGS
 NU1720  HISTORY     - 1968     GOOD             USGS
 NU1720
 NU1720                          STATION DESCRIPTION
 NU1720
 NU1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NU1720'STATION IS ON THE FLATS ABOUT ONE MILE S. OF THE SMALL SETTLEMENT
 NU1720'OF ALMO, ABOUT 18 MILES AIRLINE S.E. OF OAKLEY AND ABOUT 5
 NU1720'MILES S.E. OF CACHE PEAK WHICH IS KNOWN LOCALLY AS BLACK BALDY
 NU1720'
 NU1720'STATION IS PROJECTS ABOUT 3 INCHES, IS STAMPED ALMO
 NU1720'1947.  IT IS ABOUT 60 FEET N.E. OF A FORK IN THE ROAD, ABOUT
 NU1720'50 FEET E. OF THE CENTERLINE OF A N-S ROAD.
 NU1720'
 NU1720'REFERENCE MARK NO. 1 IS PROJECTS ABOUT 1 INCH, IS
 NU1720'STAMPED ALMO NO 1 1947.  IT IS ABOUT 71 FEET E. OF THE CENTERLINE
 NU1720'OF THE N-S ROAD.
 NU1720'
 NU1720'REFERENCE MARK NO. 2 IS PROJECTS ABOUT 2 INCHES
 NU1720'AND IS STAMPED ALMO NO 2 1947.  IT IS ABOUT 54 FEET N.E. OF
 NU1720'THE FORK IN THE ROAD.
 NU1720'
 NU1720'AZIMUTH MARK IS ABOUT 0.2 MILE NORTH OF THE STATION ON THE NW
 NU1720'CORNER OF AN INTERSECTION INSIDE OF A BARB-WIRE FENCE, 32
 NU1720'FEET W OF A N-S ROAD, 50 FEET N OF THE CENTERLINE OF A GRAVEL
 NU1720'ROAD WEST, PROJECTS ABOUT 2 IN AND IS A ROUND CONCRETE MONUMENT
 NU1720'WITH A BM DISK IN ITS TOP AND CENTER, STAMPED W81 1934.
 NU1720'
 NU1720'TO REACH FROM THE POST OFFICE AND GENERAL STORE IN ALMO GO
 NU1720'SOUTH ON THE GRAVEL ROAD FOR 0.75 MILE TO SIDE ROAD RIGHT AND
 NU1720'SIGN CITY OF ROCKS 4, JUNCTION VALLEY 12, OAKLEY 25, AND THE
 NU1720'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE STRAIGHT
 NU1720'AHEAD SOUTH FOR 0.2 MILE TO A FORK AND THE STATION ON THE
 NU1720'LEFT AS DESCRIBED.
 NU1720
 NU1720                          STATION RECOVERY (1968)
 NU1720
 NU1720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1720'STATION MARK--STANDARD DISK STAMPED---ALMO 1947---, SET IN CONCRETE
 NU1720'WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 NU1720
 NU1720                          STATION RECOVERY (1968)
 NU1720
 NU1720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1720'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 42113-3,
 NU1720'STATION 1001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1278 ***********************************************************************
 QB1278  DESIGNATION -  ALPHA
 QB1278  PID         -  QB1278
 QB1278  STATE/COUNTY-  ID/VALLEY
 QB1278  USGS QUAD   -  ALPHA (1985)
 QB1278
 QB1278                         *CURRENT SURVEY CONTROL
 QB1278  ___________________________________________________________________
 QB1278* NAD 83(1992)-  44 22 34.12844(N)    116 00 56.19558(W)     ADJUSTED  
 QB1278* NAVD 88     -      1503.6    (meters)    4933.     (feet)  VERTCON   
 QB1278  ___________________________________________________________________
 QB1278  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 QB1278  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 QB1278
 QB1278  HORZ ORDER  -  FIRST
 QB1278
 QB1278.The horizontal coordinates were established by classical geodetic methods
 QB1278.and adjusted by the National Geodetic Survey in July 1992..
 QB1278
 QB1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1278
 QB1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1278
 QB1278.The geoid height was determined by GEOID03.
 QB1278
 QB1278;                    North         East     Units Scale Factor Converg.
 QB1278;SPC ID W     -   301,018.980   778,832.903   MT  0.99993884   -0 11 08.7
 QB1278;UTM  11      - 4,914,123.190   578,422.374   MT  0.99967563   +0 41 18.5
 QB1278
 QB1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1278!SPC ID W     -   0.99976669  x   0.99993884  =   0.99970554
 QB1278!UTM  11      -   0.99976669  x   0.99967563  =   0.99944239
 QB1278
 QB1278:                Primary Azimuth Mark                     Grid Az
 QB1278:SPC ID W     -  B 140                                    041 30 18.1
 QB1278:UTM  11      -  B 140                                    040 37 50.9
 QB1278
 QB1278|---------------------------------------------------------------------|
 QB1278| PID    Reference Object                     Distance      Geod. Az  |
 QB1278|                                                           dddmmss.s |
 QB1278| QB0157 B 140                                              0411909.4 |
 QB1278| CD4184 ALPHA RM 1                           11.787 METERS 06356     |
 QB1278| CD4183 ALPHA AZ MK                                        1281529.9 |
 QB1278| CD4185 ALPHA RM 2                           15.652 METERS 15827     |
 QB1278| QB1281 SNOWBANK MTN RADAR DOME             APPROX.12.2 KM 3072132.5 |
 QB1278|---------------------------------------------------------------------|
 QB1278
 QB1278                          SUPERSEDED SURVEY CONTROL
 QB1278
 QB1278  NAD 83(1986)-  44 22 34.12947(N)    116 00 56.19274(W) AD(       ) 1
 QB1278  NAD 27      -  44 22 34.51313(N)    116 00 52.73276(W) AD(       ) 1
 QB1278  NGVD 29 (07/19/86) 1502.4    (m)         4929.     (f) VERT ANG       
 QB1278
 QB1278.Superseded values are not recommended for survey control.
 QB1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1278.See file dsdata.txt to determine how the superseded data were derived.
 QB1278
 QB1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK7842214123(NAD 83)
 QB1278_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QB1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1278
 QB1278  HISTORY     - Date     Condition        Report By
 QB1278  HISTORY     - 1959     MONUMENTED       CGS
 QB1278  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QB1278
 QB1278                          STATION DESCRIPTION
 QB1278
 QB1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QB1278'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE, SOUTH OF CASCADE,
 QB1278'6 MILES AIRLINE, NORTHEAST OF SMITHS FERRY, AT THE NORTH END
 QB1278'OF ROUND VALLEY ON A HIGH CUTBANK AT A POINT WHERE STATE
 QB1278'HIGHWAY 15 CUTS THROUGH A DIVIDE.
 QB1278'
 QB1278'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CASCADE,
 QB1278'GO SOUTH ON STATE HIGHWAY 15 FOR 10.7 MILES TO A WIRE GATE
 QB1278'ON THE RIGHT, AT THE SOUTH END OF A HIGH CUTBANK.  TURN RIGHT
 QB1278'AND PASS THROUGH THE GATE AND THEN FOLLOW A NORTH-SOUTH FENCE
 QB1278'LINE NORTH FOR 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 QB1278'
 QB1278'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED ALPHA 1959,
 QB1278'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 QB1278'PROJECTS 6 INCHES ABOVE GROUND LEVEL.  MARK IS 30 FEET WEST OF
 QB1278'A 40 FOOT CUTBANK, 18 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 QB1278'AND 6 FEET SOUTHEAST OF A METAL WITNESS POST.
 QB1278'
 QB1278'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 QB1278'ALPHA NO 1 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 QB1278'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND LEVEL.  MARK IS
 QB1278'1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, AND 12 FEET WEST OF A
 QB1278'40 FOOT CUTBANK, ABOUT 1 FOOT LOWER THAN THE STATION.
 QB1278'
 QB1278'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 QB1278'ALPHA NO 2 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 QB1278'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND LEVEL.  MARK IS
 QB1278'2 FEET WEST OF A NORTH-SOUTH FENCE LINE, AND 14 FEET WEST OF
 QB1278'A 40 FOOT CUTBANK, ABOUT 2 FEET LOWER THAN THE STATION.
 QB1278'
 QB1278'TO REACH THE AZIMUTH MARK FROM THE WIRE GATE MENTIONED ABOVE,
 QB1278'TURN LEFT ACROSS THE HIGHWAY TO A WIRE GATE.  PASS THROUGH
 QB1278'THE GATE AND FOLLOW A FARM ROAD NORTH AND THEN SOUTHEAST FOR
 QB1278'0.25 MILE TO A LARGE WHITE BOULDER AND THE MARK.
 QB1278'
 QB1278'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED ALPHA 1959,
 QB1278'CEMENTED IN A DRILL HOLE IN A 5 X 6 FOOT BOULDER WHICH PROJECTS
 QB1278'5 FEET ABOVE GROUND LEVEL.  MARK IS 30 FEET NORTH OF AN
 QB1278'EAST-WEST FENCE LINE.
 QB1278'
 QB1278'B.M. B-140 1935 WAS USED AS A VERTICAL CONTROL TIE, AND IS
 QB1278'ABOUT 0.15 MILE NORTHEAST OF THE STATION.  IT IS A STANDARD
 QB1278'BRONZE BENCH MARK STAMPED B-140 1935, CEMENTED IN A DRILL HOLE
 QB1278'IN A LARGE BOULDER WHICH PROJECTS 3 FEET ABOVE GROUND LEVEL.  MARK
 QB1278'IS 100 FEET EAST OF STATE HIGHWAY 15 AND 30 FEET EAST OF AN OLD
 QB1278'ROADBED.
 QB1278'
 QB1278'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 QB1278
 QB1278                          STATION RECOVERY (1966)
 QB1278
 QB1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1278'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 QB1278'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 QB1278'THE 1959 DESCRIPTION IS ADEQUATE.
 QB1278'
 QB1278'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 QB1278'SOUTH OF CASCADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0847 ***********************************************************************
 QA0847  DESIGNATION -  ALPINE
 QA0847  PID         -  QA0847
 QA0847  STATE/COUNTY-  ID/VALLEY
 QA0847  USGS QUAD   -  ORO MOUNTAIN (1988)
 QA0847
 QA0847                         *CURRENT SURVEY CONTROL
 QA0847  ___________________________________________________________________
 QA0847* NAD 83(1992)-  44 34 29.87293(N)    115 48 49.57302(W)     ADJUSTED  
 QA0847* NAVD 88     -      2456.5    (meters)    8059.     (feet)  VERTCON   
 QA0847  ___________________________________________________________________
 QA0847  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 QA0847  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 QA0847
 QA0847  HORZ ORDER  -  THIRD
 QA0847
 QA0847.The horizontal coordinates were established by classical geodetic methods
 QA0847.and adjusted by the National Geodetic Survey in July 1992..
 QA0847
 QA0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0847
 QA0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0847
 QA0847.The geoid height was determined by GEOID03.
 QA0847
 QA0847;                    North         East     Units Scale Factor Converg.
 QA0847;SPC ID W     -   323,078.123   794,935.218   MT  0.99993365   -0 02 41.1
 QA0847;UTM  11      - 4,936,420.442   594,181.789   MT  0.99970908   +0 49 57.4
 QA0847
 QA0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0847!SPC ID W     -   0.99961730  x   0.99993365  =   0.99955097
 QA0847!UTM  11      -   0.99961730  x   0.99970908  =   0.99932649
 QA0847
 QA0847                          SUPERSEDED SURVEY CONTROL
 QA0847
 QA0847  NAD 83(1986)-  44 34 29.87493(N)    115 48 49.56911(W) AD(       ) 3
 QA0847  NGVD 29 (09/26/91) 2455.2    (m)         8055.     (f) VERT ANG       
 QA0847
 QA0847.Superseded values are not recommended for survey control.
 QA0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0847.See file dsdata.txt to determine how the superseded data were derived.
 QA0847
 QA0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK9418236420(NAD 83)
 QA0847_MARKER: DD = SURVEY DISK
 QA0847_SETTING: 66 = SET IN ROCK OUTCROP
 QA0847_SP_SET: SET IN ROCK OUTCROP
 QA0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0847+STABILITY: POSITION/ELEVATION WELL
 QA0847
 QA0847  HISTORY     - Date     Condition        Report By
 QA0847  HISTORY     - 1953     MONUMENTED       USGS
 QA0847
 QA0847                          STATION DESCRIPTION
 QA0847
 QA0847'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QA0847'LOCATED ABOUT 12 MI. NW. OF CASCADE, 7 MI. W. OF THE S. FORK OF THE
 QA0847'SALMON RIVER AND 3.5 MI. S. OF THE WARM LAKE ROAD CROSSING BIG CREEK
 QA0847'SUMMIT, ON A HIGH TIMBERED N-S. RIDGE.
 QA0847'
 QA0847'TO REACH FROM CASCADE POST OFFICE, DRIVE N. ON STATE HIGHWAY 15 FOR
 QA0847'0.9 MI., TURN RIGHT (E.) ON WARM LAKE ROAD FOR 16.6 MI. TO BIG CREEK
 QA0847'SUMMIT.  PACK S. ALONG RIDGE ON CAMP TENDERS TRAIL FOR ABOUT 2.5 MI.,
 QA0847'CONTINUE S. ALONG RIDGE TOP AFTER TRAIL LEAVES RIDGE FOR ABOUT 1 MI.
 QA0847'TO STATION.  A 2 HOUR PACK.
 QA0847'
 QA0847'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---ALPINE 1953---,
 QA0847'CEMENTED IN TOP OF LARGE ROCK FORMATION WHICH HAS SHEER SIDES TO W.
 QA0847'AND S.
 QA0847'
 QA0847'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN PORTION OF
 QA0847'ROCK ON WHICH STATION IS LOCATED, STAMPED---1---, 11.55 FT. FROM
 QA0847'STATION MARK 13 DEGREES 02 MINUTES NE.
 QA0847'
 QA0847'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR
 QA0847'BLAZE ON 8 IN. PINE TREE, 15.61 FT. FROM STATION MARK 89
 QA0847'DEGREES 09 MINUTES NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0932 ***********************************************************************
 OZ0932  DESIGNATION -  ALTA
 OZ0932  PID         -  OZ0932
 OZ0932  STATE/COUNTY-  ID/LINCOLN
 OZ0932  USGS QUAD   -  TIKURA (1979)
 OZ0932
 OZ0932                         *CURRENT SURVEY CONTROL
 OZ0932  ___________________________________________________________________
 OZ0932* NAD 83(1992)-  43 10 26.40843(N)    114 02 38.93284(W)     ADJUSTED  
 OZ0932* NAVD 88     -      1396.2    (meters)    4581.     (feet)  VERTCON   
 OZ0932  ___________________________________________________________________
 OZ0932  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 OZ0932  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 OZ0932
 OZ0932  HORZ ORDER  -  SECOND
 OZ0932
 OZ0932.The horizontal coordinates were established by classical geodetic methods
 OZ0932.and adjusted by the National Geodetic Survey in July 1992..
 OZ0932
 OZ0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0932
 OZ0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0932
 OZ0932.The geoid height was determined by GEOID03.
 OZ0932
 OZ0932;                    North         East     Units Scale Factor Converg.
 OZ0932;SPC ID C     -   167,429.179   496,410.492   MT  0.99994753   -0 01 48.7
 OZ0932;UTM  11      - 4,784,379.960   740,252.611   MT  1.00031012   +2 01 24.3
 OZ0932;UTM  12      - 4,784,637.322   252,570.229   MT  1.00035319   -2 05 02.1
 OZ0932
 OZ0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0932!SPC ID C     -   0.99978323  x   0.99994753  =   0.99973077
 OZ0932!UTM  11      -   0.99978323  x   1.00031012  =   1.00009328
 OZ0932!UTM  12      -   0.99978323  x   1.00035319  =   1.00013634
 OZ0932
 OZ0932|---------------------------------------------------------------------|
 OZ0932| PID    Reference Object                     Distance      Geod. Az  |
 OZ0932|                                                           dddmmss.s |
 OZ0932| CD4186 ALTA RM 1                             4.641 METERS 05603     |
 OZ0932| OZ0933 RIO                                 APPROX. 4.1 KM 1975521.6 |
 OZ0932| CD4187 ALTA RM 2                             6.186 METERS 31107     |
 OZ0932|---------------------------------------------------------------------|
 OZ0932
 OZ0932                          SUPERSEDED SURVEY CONTROL
 OZ0932
 OZ0932  NAD 83(1986)-  43 10 26.40664(N)    114 02 38.92771(W) AD(       ) 2
 OZ0932  NAD 27      -  43 10 26.74663(N)    114 02 35.80960(W) AD(       ) 2
 OZ0932  NGVD 29 (07/19/86) 1395.2    (m)         4577.     (f) VERT ANG       
 OZ0932
 OZ0932.Superseded values are not recommended for survey control.
 OZ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0932.See file dsdata.txt to determine how the superseded data were derived.
 OZ0932
 OZ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH4025384380(NAD 83)
 OZ0932_MARKER: DD = SURVEY DISK
 OZ0932_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0932
 OZ0932  HISTORY     - Date     Condition        Report By
 OZ0932  HISTORY     - 1973     MONUMENTED       USGS
 OZ0932
 OZ0932                          STATION DESCRIPTION
 OZ0932
 OZ0932'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0932'LOCATED ABOUT 10.6 MI NE. OF RICHFIELD, 10.2 MI SW. OF CAREY, 0.1
 OZ0932'MI E. OF U.S. HIGHWAY ON A LOW TOP.
 OZ0932'
 OZ0932'TO REACH FROM BLINKING LIGHT IN RICHFIELD, DRIVE E. ON HIGHWAY 93
 OZ0932'ALTERNATE FOR 10.8 MI.  TURN RIGHT AND TAKE RD. TO THE LEFT FOR 0.1
 OZ0932'MI TO OLD HWY.  CROSS OLD HWY. AND TURN N. TO THE TOP OF LOW HILL.
 OZ0932'
 OZ0932'STATION MARK--A STANDARD USGS TABLET STAMPED ALTA 1970 CEMENTED IN
 OZ0932'ROCK OUTCROP.
 OZ0932'
 OZ0932'REFERENCE MARK NO. 1--A STANDARD RM TABLET STAMPED ALTA NO 1 1970
 OZ0932'CEMENTED IN A ROCK OUTCROP 0.6 FT BELOW STATION MARK.
 OZ0932'
 OZ0932'REFERENCE MARK NO. 2--A STANDARD RM TABLET STAMPED ALTA NO 2 1970
 OZ0932'CEMENTED IN ROCK OUTCROP 0.4 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1859 ***********************************************************************
 RZ1859  DESIGNATION -  ALTWATER
 RZ1859  PID         -  RZ1859
 RZ1859  STATE/COUNTY-  ID/LATAH
 RZ1859  USGS QUAD   -  TEXAS RIDGE (1994)
 RZ1859
 RZ1859                         *CURRENT SURVEY CONTROL
 RZ1859  ___________________________________________________________________
 RZ1859* NAD 83(1992)-  46 40 41.93235(N)    116 36 54.34377(W)     ADJUSTED  
 RZ1859* NAVD 88     -       820.6    (meters)    2692.     (feet)  VERTCON   
 RZ1859  ___________________________________________________________________
 RZ1859  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 RZ1859  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RZ1859
 RZ1859  HORZ ORDER  -  THIRD
 RZ1859
 RZ1859.The horizontal coordinates were established by classical geodetic methods
 RZ1859.and adjusted by the National Geodetic Survey in July 1992..
 RZ1859
 RZ1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1859
 RZ1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1859
 RZ1859.The geoid height was determined by GEOID03.
 RZ1859
 RZ1859;                    North         East     Units Scale Factor Converg.
 RZ1859;SPC ID W     -   557,198.840   733,814.998   MT  0.99998716   -0 37 45.8
 RZ1859;UTM  11      - 5,169,489.317   529,437.742   MT  0.99961065   +0 16 48.1
 RZ1859
 RZ1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1859!SPC ID W     -   0.99987417  x   0.99998716  =   0.99986133
 RZ1859!UTM  11      -   0.99987417  x   0.99961065  =   0.99948487
 RZ1859
 RZ1859:                Primary Azimuth Mark                     Grid Az
 RZ1859:SPC ID W     -  POT                                      167 53 11.4
 RZ1859:UTM  11      -  POT                                      166 58 37.5
 RZ1859
 RZ1859|---------------------------------------------------------------------|
 RZ1859| PID    Reference Object                     Distance      Geod. Az  |
 RZ1859|                                                           dddmmss.s |
 RZ1859| RZ1864 POT                                 APPROX.13.9 KM 1671525.6 |
 RZ1859|---------------------------------------------------------------------|
 RZ1859
 RZ1859                          SUPERSEDED SURVEY CONTROL
 RZ1859
 RZ1859  NAD 83(1986)-  46 40 41.93761(N)    116 36 54.33854(W) AD(       ) 3
 RZ1859  NAD 27      -  46 40 42.31791(N)    116 36 50.77837(W) AD(       ) 3
 RZ1859  NGVD 29 (07/19/86)  819.5    (m)         2689.     (f) VERT ANG       
 RZ1859
 RZ1859.Superseded values are not recommended for survey control.
 RZ1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1859.See file dsdata.txt to determine how the superseded data were derived.
 RZ1859
 RZ1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM2943869489(NAD 83)
 RZ1859_MARKER: DD = SURVEY DISK
 RZ1859_SETTING: 0 = UNSPECIFIED SETTING
 RZ1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1859
 RZ1859  HISTORY     - Date     Condition        Report By
 RZ1859  HISTORY     - 1959     MONUMENTED       USGS
 RZ1859
 RZ1859                          STATION DESCRIPTION
 RZ1859
 RZ1859'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 RZ1859'LOCATED ABOUT 9.0 MI. AIRLINE S.S.W. OF DEARY AND 19.0 MI. AIRLINE
 RZ1859'E.S.E. OF MOSCOW ON THE W. SIDE OF STATE HIGHWAY 7 OPPOSITE A STATE
 RZ1859'GRAVEL STOCK PILE AND ON THE HIGHEST POINT OF A CUT BANK.
 RZ1859'
 RZ1859'TO REACH FROM THE INTERSECTIONS OF STATE HIGHWAY 7 AND 8 IN DEARY,
 RZ1859'DRIVE S. ON HIGHWAY 7 TOWARDS KENDRICK FOR 9.9 MI. TO STATION ON
 RZ1859'CUT BANK ON W. SIDE OF RD.
 RZ1859'
 RZ1859'STATION MARK--A U.S.G.S. TABLET STAMPED---ALTWATER 1959---, SET IN A
 RZ1859'CONCRETE POST PROJECTING 0.4 FT.
 RZ1859'
 RZ1859'REFERENCE MARK NO. 1--A U.S.G.S. REFERENCE TABLET STAMPED---NO 1
 RZ1859'1959---, SET IN A CONCRETE POST, 18.29 FT. FROM THE STATION MARK,
 RZ1859'S 01 DEG 16 MIN W.
 RZ1859'
 RZ1859'REFERENCE MARK NO. 2--A U.S.G.S. REFERENCE TABLET STAMPED---NO 2
 RZ1859'1959---, SET IN A CONCRETE POST, 15.69 FT. FROM THE STATION MARK,
 RZ1859'N 88 DEG 10 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1174 ***********************************************************************
 NV1174  DESIGNATION -  ALZOLA
 NV1174  PID         -  NV1174
 NV1174  STATE/COUNTY-  ID/OWYHEE
 NV1174  USGS QUAD   -  TRIPLET BUTTE (1979)
 NV1174
 NV1174                         *CURRENT SURVEY CONTROL
 NV1174  ___________________________________________________________________
 NV1174* NAD 83(1992)-  42 03 19.83429(N)    115 43 18.38506(W)     ADJUSTED  
 NV1174* NAVD 88     -      1827.4    (meters)    5995.     (feet)  VERTCON   
 NV1174  ___________________________________________________________________
 NV1174  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 NV1174  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 NV1174
 NV1174  HORZ ORDER  -  THIRD
 NV1174
 NV1174.The horizontal coordinates were established by classical geodetic methods
 NV1174.and adjusted by the National Geodetic Survey in July 1992..
 NV1174
 NV1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1174
 NV1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1174
 NV1174.The geoid height was determined by GEOID03.
 NV1174
 NV1174;                    North         East     Units Scale Factor Converg.
 NV1174;SPC ID W     -    43,186.511   802,336.387   MT  0.99993340   +0 01 08.1
 NV1174;SPC NV E     - 8,810,872.384   188,541.235   MT  0.99990162   -0 05 33.8
 NV1174;SPC NV E     -28,907,003.81    618,572.37   sFT  0.99990162   -0 05 33.8
 NV1174;UTM  11      - 4,656,729.778   605,768.533   MT  0.99973765   +0 51 22.7
 NV1174
 NV1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1174!SPC ID W     -   0.99971603  x   0.99993340  =   0.99964945
 NV1174!SPC NV E     -   0.99971603  x   0.99990162  =   0.99961768
 NV1174!UTM  11      -   0.99971603  x   0.99973765  =   0.99945375
 NV1174
 NV1174|---------------------------------------------------------------------|
 NV1174| PID    Reference Object                     Distance      Geod. Az  |
 NV1174|                                                           dddmmss.s |
 NV1174| CD4188 ALZOLA RM 1                           7.072 METERS 07840     |
 NV1174| CD4189 ALZOLA RM 2                           6.375 METERS 15604     |
 NV1174| MT0854 SCOTTS                              APPROX. 9.5 KM 1645348.0 |
 NV1174|---------------------------------------------------------------------|
 NV1174
 NV1174                          SUPERSEDED SURVEY CONTROL
 NV1174
 NV1174  NAD 83(1986)-  42 03 19.83360(N)    115 43 18.38559(W) AD(       ) 3
 NV1174  NAD 27      -  42 03 20.18200(N)    115 43 15.07400(W) AD(       ) 3
 NV1174  NGVD 29 (07/19/86) 1826.2    (m)         5991.     (f) VERT ANG       
 NV1174
 NV1174.Superseded values are not recommended for survey control.
 NV1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1174.See file dsdata.txt to determine how the superseded data were derived.
 NV1174
 NV1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG0576956730(NAD 83)
 NV1174_MARKER: DS = TRIANGULATION STATION DISK
 NV1174_SETTING: 66 = SET IN ROCK OUTCROP
 NV1174_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 NV1174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1174+STABILITY: POSITION/ELEVATION WELL
 NV1174
 NV1174  HISTORY     - Date     Condition        Report By
 NV1174  HISTORY     - 1956     MONUMENTED       CGS
 NV1174  HISTORY     - 1957     GOOD             USGS
 NV1174
 NV1174                          STATION DESCRIPTION
 NV1174
 NV1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NV1174'THE STATION IS ON THE HIGHEST POINT OF A HIGH MESA, ABOUT 20.0
 NV1174'MILES, AIRLINE, NORTHEAST OF MOUNTAIN CITY, NEVADA, ABOUT
 NV1174'6.5 MILES, AIRLINE, NORTH NORTHWEST OF ROWLAND, NEVADA, AND ABOUT
 NV1174'2.0 MILES NORTH OF THE ROAD THAT RUNS FROM ROWLAND TO MOUNTAIN
 NV1174'CITY.
 NV1174'
 NV1174'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN CITY, GO
 NV1174'SOUTH ON THE NEVADA STATE HIGHWAY 43 FOR 1.1 MILES TO A SIDE
 NV1174'ROAD LEFT.  TURN LEFT AND GO EAST FOR 3.4 MILES TO A FORK,
 NV1174'JUST BEFORE REACHING A RANCH HOME.  TURN LEFT AND FOLLOW THE
 NV1174'MAIN TRAVELED ROAD NORTH FOR 4.9 MILES TO THE YANKEE BILL
 NV1174'SUMMIT.  CONTINUE STRAIGHT AHEAD, NORTH, FOR 0.5 MILE TO A
 NV1174'FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR
 NV1174'2.7 MILES TO THE MERRITT CREEK BRIDGE AND A FORK JUST BEYOND
 NV1174'THE BRIDGE.  CROSS THE BRIDGE AND TAKE THE RIGHT FORK AND
 NV1174'FOLLOW THE MAIN TRAVELED ROAD FOR 7.0 MILES TO A STOCK GUARD
 NV1174'AT THE NORTH BOUNDARY OD THE HUMBOLDT NATIONAL FOREST.
 NV1174'CONTINUE ON THE MAIN TRAVELED ROAD IN A NORTHERLY DIRECTION FOR
 NV1174'6.6 MILES TO A FORK.  TURN RIGHT AND GO 0.2 MILE TO A
 NV1174'FORK.  KEEP RIGHT AND CONTINUE, EAST, FOR 0.8 MILE TO A
 NV1174'REVERSE Y ROAD FORK.  KEEP STRAIGHT AHEAD ON THE MAIN
 NV1174'TRAVELED ROAD, SOUTH AND EAST, FOR 1.2 MILES TO A FORK AT
 NV1174'A LARGE MAIL BOX.  TAKE THE LEFT FORK FOR 1.8 MILES TO A
 NV1174'FORK.  KEEP LEFT AND GO NORTHEAST FOR 1.0 MILE TO A
 NV1174'FORK.  KEEP LEFT FOR 0.4 MILE TO A FORK.  KEEP LEFT FOR 0.3
 NV1174'MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHWEST FOR 1.2
 NV1174'MILES TO THE TOP OF A HILL AND A ROAD FORK.  TAKE THE
 NV1174'RIGHT FORK AND DRIVE NORTH ON A TRACK ROAD FOR 0.45 MILE
 NV1174'TO AN OLD SHEEP HERDER CAMP SITE AND THE STATION ABOUT 100
 NV1174'YARDS TO THE NORTHEAST.
 NV1174'
 NV1174'THE STATION IS A STANDARD DISK STAMPED ALZOLA 1956.  IT IS
 NV1174'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 NV1174'GROUND.  THE MARK IS ABOUT 100 FEET EAST OF A DIM TRACK ROAD
 NV1174'AND 6 FEET SOUTH OF A WHITE WITNESS POST.
 NV1174'
 NV1174'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ALZOLA NO 1 1956.
 NV1174'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 NV1174'PROJECTS 2 INCHES.
 NV1174'
 NV1174'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ALZOLA NO 2 1956.
 NV1174'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 NV1174'PROJECTS 4 INCHES.
 NV1174'
 NV1174'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 NV1174
 NV1174                          STATION RECOVERY (1957)
 NV1174
 NV1174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NV1174'NOTE BY USGS, 1957--ALL MARKS IN GOOD CONDITION.  STATION PANELED AND
 NV1174'PHOTOGRAPHED.
 NV1174'
 NV1174'NOTE BY USGS, 1974--OCCUPIED ONLY TO ESTABLISH ETVA ELEVATION.
 NV1174'
 NV1174'STATION MARK--A STANDARD DISK STAMPED---ALZOLA 1956---, CEMENTED IN
 NV1174'A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0573 ***********************************************************************
 RY0573  DESIGNATION -  AM
 RY0573  PID         -  RY0573
 RY0573  STATE/COUNTY-  ID/CLEARWATER
 RY0573  USGS QUAD   -  TOWNSHIP BUTTE (1994)
 RY0573
 RY0573                         *CURRENT SURVEY CONTROL
 RY0573  ___________________________________________________________________
 RY0573* NAD 83(1986)-  46 45 23.     (N)    115 58 08.     (W)     SCALED    
 RY0573* NAVD 88     -       401.815  (meters)    1318.29   (feet)  ADJUSTED  
 RY0573  ___________________________________________________________________
 RY0573  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 RY0573  DYNAMIC HT  -         401.779 (meters)    1318.17  (feet)  COMP
 RY0573  MODELED GRAV-     980,514.9   (mgal)                       NAVD 88
 RY0573
 RY0573  VERT ORDER  -  SECOND    CLASS 0
 RY0573
 RY0573.The horizontal coordinates were scaled from a topographic map and have
 RY0573.an estimated accuracy of +/- 6 seconds.
 RY0573
 RY0573.The orthometric height was determined by differential leveling
 RY0573.and adjusted by the National Geodetic Survey in June 1991..
 RY0573
 RY0573.The geoid height was determined by GEOID03.
 RY0573
 RY0573.The dynamic height is computed by dividing the NAVD 88
 RY0573.geopotential number by the normal gravity value computed on the
 RY0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0573.degrees latitude (g = 980.6199 gals.).
 RY0573
 RY0573.The modeled gravity was interpolated from observed gravity values.
 RY0573
 RY0573;                    North         East    Units  Estimated Accuracy
 RY0573;SPC ID W     -   565,540.      783,280.      MT  (+/- 180 meters Scaled)
 RY0573
 RY0573                          SUPERSEDED SURVEY CONTROL
 RY0573
 RY0573  NGVD 29 (??/??/92)  400.710  (m)         1314.66   (f) ADJ UNCH    2 0
 RY0573
 RY0573.Superseded values are not recommended for survey control.
 RY0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0573.See file dsdata.txt to determine how the superseded data were derived.
 RY0573
 RY0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM787786(NAD 83)
 RY0573_MARKER: N = NAIL
 RY0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0573_SP_SET: TREE
 RY0573_STAMPING: AM
 RY0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0573
 RY0573  HISTORY     - Date     Condition        Report By
 RY0573  HISTORY     - UNK      MONUMENTED       CGS
 RY0573  HISTORY     - 1959     GOOD             NGS
 RY0573
 RY0573                          STATION DESCRIPTION
 RY0573
 RY0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0573'30.6 MI NE FROM AHSAHKA.
 RY0573'ABOUT 30.6 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0573'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE SOUTHEAST SIDE OF THE
 RY0573'RIVER, ABOUT 0.15 MILE EAST OF A LARGE SAND BAR, 0.4 MILE NORTHWEST OF
 RY0573'AN ABANDONED LOG CABIN, IN THE TOP OF A ROOT ON THE NORTHEAST SIDE OF
 RY0573'A 26-INCH PINE TREE BEARING A TRIANGULAR BLAZE, AND NEAR THE WATERS
 RY0573'EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1321 ***********************************************************************
 OY1321  DESIGNATION -  AMA 2
 OY1321  PID         -  OY1321
 OY1321  STATE/COUNTY-  ID/BUTTE
 OY1321  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1321
 OY1321                         *CURRENT SURVEY CONTROL
 OY1321  ___________________________________________________________________
 OY1321* NAD 83(1986)-  43 50 45.     (N)    112 42 12.     (W)     SCALED    
 OY1321* NAVD 88     -      1460.801  (meters)    4792.64   (feet)  ADJUSTED  
 OY1321  ___________________________________________________________________
 OY1321  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 OY1321  DYNAMIC HT  -        1460.086 (meters)    4790.30  (feet)  COMP
 OY1321  MODELED GRAV-     980,078.0   (mgal)                       NAVD 88
 OY1321
 OY1321  VERT ORDER  -  FIRST     CLASS II
 OY1321
 OY1321.The horizontal coordinates were scaled from a topographic map and have
 OY1321.an estimated accuracy of +/- 6 seconds.
 OY1321
 OY1321.The orthometric height was determined by differential leveling
 OY1321.and adjusted by the National Geodetic Survey in December 1992..
 OY1321
 OY1321.The geoid height was determined by GEOID03.
 OY1321
 OY1321.The dynamic height is computed by dividing the NAVD 88
 OY1321.geopotential number by the normal gravity value computed on the
 OY1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1321.degrees latitude (g = 980.6199 gals.).
 OY1321
 OY1321.The modeled gravity was interpolated from observed gravity values.
 OY1321
 OY1321;                    North         East    Units  Estimated Accuracy
 OY1321;SPC ID C     -   242,880.      604,260.      MT  (+/- 180 meters Scaled)
 OY1321
 OY1321                          SUPERSEDED SURVEY CONTROL
 OY1321
 OY1321  NGVD 29 (08/20/92) 1459.752  (m)         4789.20   (f) ADJUSTED    1 2
 OY1321
 OY1321.Superseded values are not recommended for survey control.
 OY1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1321.See file dsdata.txt to determine how the superseded data were derived.
 OY1321
 OY1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP630561(NAD 83)
 OY1321_MARKER: DD = SURVEY DISK
 OY1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY1321_SP_SET: CONCRETE POST
 OY1321_STAMPING: AMA 2
 OY1321_MARK LOGO: AEC   
 OY1321_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1321+STABILITY: SURFACE MOTION
 OY1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY1321+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1992
 OY1321
 OY1321  HISTORY     - Date     Condition        Report By
 OY1321  HISTORY     - UNK      MONUMENTED       AEC
 OY1321  HISTORY     - 19920413 GOOD             NGS
 OY1321
 OY1321                          STATION DESCRIPTION
 OY1321
 OY1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1321'27.8 KM (17.25 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1321'OFFICE IN HOWE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG LINCOLN
 OY1321'BOULEVARD, 76.0 M (249.3 FT) NORTHWEST OF THE BOULEVARD CENTERLINE,
 OY1321'6.4 M (21.0 FT) SOUTH OF THE SOUTH CORNER OF A CHAIN-LINK FENCE
 OY1321'SURROUNDING TEST AREA NORTH, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 OY1321'BOULEVARD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OY1321'SURFACE.  NOTE--THE MONUMENT IS PROTECTED BY A 6 BY 6-FOOT WOOD
 OY1321'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1164 ***********************************************************************
 NU1164  DESIGNATION -  AMALGA
 NU1164  PID         -  NU1164
 NU1164  STATE/COUNTY-  ID/MINIDOKA
 NU1164  USGS QUAD   -  RUPERT (1976)
 NU1164
 NU1164                         *CURRENT SURVEY CONTROL
 NU1164  ___________________________________________________________________
 NU1164* NAD 83(1992)-  42 34 20.32347(N)    113 43 55.99183(W)     ADJUSTED  
 NU1164* NAVD 88     -      1265.083  (meters)    4150.53   (feet)  ADJUSTED  
 NU1164  ___________________________________________________________________
 NU1164  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 NU1164  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NU1164  DYNAMIC HT  -        1264.364 (meters)    4148.17  (feet)  COMP
 NU1164  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 NU1164
 NU1164  HORZ ORDER  -  SECOND
 NU1164  VERT ORDER  -  SECOND    CLASS 0
 NU1164
 NU1164.The horizontal coordinates were established by classical geodetic methods
 NU1164.and adjusted by the National Geodetic Survey in July 1992..
 NU1164
 NU1164.The orthometric height was determined by differential leveling
 NU1164.and adjusted by the National Geodetic Survey in June 1991..
 NU1164
 NU1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1164
 NU1164.The geoid height was determined by GEOID03.
 NU1164
 NU1164.The dynamic height is computed by dividing the NAVD 88
 NU1164.geopotential number by the normal gravity value computed on the
 NU1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1164.degrees latitude (g = 980.6199 gals.).
 NU1164
 NU1164.The modeled gravity was interpolated from observed gravity values.
 NU1164
 NU1164;                    North         East     Units Scale Factor Converg.
 NU1164;SPC ID C     -   100,624.575   521,984.725   MT  0.99995331   +0 10 52.2
 NU1164;UTM  12      - 4,716,941.140   275,755.578   MT  1.00021872   -1 50 57.0
 NU1164
 NU1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1164!SPC ID C     -   0.99980391  x   0.99995331  =   0.99975723
 NU1164!UTM  12      -   0.99980391  x   1.00021872  =   1.00002259
 NU1164
 NU1164|---------------------------------------------------------------------|
 NU1164| PID    Reference Object                     Distance      Geod. Az  |
 NU1164|                                                           dddmmss.s |
 NU1164| NU1165 H 30                                 54.190 METERS 04213     |
 NU1164| NU1746 HIGHWAY 30N STA 171+36.3             44.306 METERS 07441     |
 NU1164| NU1745 AMALGA AZ MK 2                      APPROX. 1.2 KM 1501104.8 |
 NU1164| CM4179 AMALGA AZ MK                                       2234630.0 |
 NU1164| NU1163 AMALGA RM 3                          29.159 METERS 23024     |
 NU1164| NU1742 BURLEY RAD DIR FINDER CEN TWR       APPROX. 0.6 KM 3542118.1 |
 NU1164|---------------------------------------------------------------------|
 NU1164
 NU1164                          SUPERSEDED SURVEY CONTROL
 NU1164
 NU1164  NAD 83(1986)-  42 34 20.32289(N)    113 43 55.98801(W) AD(       ) 2
 NU1164  NAD 27      -  42 34 20.64600(N)    113 43 52.93800(W) AD(       ) 2
 NU1164  NGVD 29 (??/??/92) 1264.120  (m)         4147.37   (f) ADJ UNCH    2 0
 NU1164
 NU1164.Superseded values are not recommended for survey control.
 NU1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1164.See file dsdata.txt to determine how the superseded data were derived.
 NU1164
 NU1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7575616941(NAD 83)
 NU1164_MARKER: DS = TRIANGULATION STATION DISK
 NU1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1164_STAMPING: AMALGA 1950
 NU1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1164+STABILITY: SURFACE MOTION
 NU1164
 NU1164  HISTORY     - Date     Condition        Report By
 NU1164  HISTORY     - 1950     MONUMENTED       CGS
 NU1164  HISTORY     - 1959     GOOD             CGS
 NU1164  HISTORY     - 1960     GOOD             NGS
 NU1164  HISTORY     - 1963     GOOD             CGS
 NU1164  HISTORY     - 1970     GOOD             NGS
 NU1164
 NU1164                          STATION DESCRIPTION
 NU1164
 NU1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1164'THE STATION IS LOCATED BETWEEN THE OREGON SHORT LINE RAILROAD
 NU1164'AND U.S. HIGHWAY 30N.  IT IS ABOUT 3-1/2 MILES AIRLINE NORTHEAST
 NU1164'OF BURLEY, ABOUT 4-1/2 MILES AIRLINE SOUTHWEST OF RUPERT, AND
 NU1164'ABOUT 4 MILES AIRLINE SOUTHEAST OF PAUL.
 NU1164'
 NU1164'THE STATION IS 9 FEET SOUTHEAST OF THE RAILROAD RIGHT-OF-WAY
 NU1164'FENCE, 12-1/2 FEET NORTHEAST OF A WHITE WITNESS POST, 27 FEET
 NU1164'SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD, AND 100 FEET
 NU1164'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 30N.  IT IS A
 NU1164'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 NU1164'POST THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED--AMALGA 1950.
 NU1164'
 NU1164'REFERENCE MARK NUMBER ONE IS A STANDARD BENCH MARK DISK SET
 NU1164'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS
 NU1164'4 INCHES.  IT IS IN THE RIGHT-OF-WAY FENCE LINE AND 15 FEET
 NU1164'SOUTHEAST OF THE RAILROAD TRACKS.  THE DISK IS STAMPED--H30
 NU1164'1934.  THE MARK IS ABOUT 3 FEET HIGHER THAN THE STATION.
 NU1164'
 NU1164'REFERENCE MARK NUMBER TWO IS A STANDARD IDAHO STATE HIGHWAY
 NU1164'DEPARTMENT DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 NU1164'POST THAT PROJECTS 1 FOOT.  IT IS 35 FEET NORTHWEST OF THE
 NU1164'CENTER LINE OF THE HIGHWAY AND 16 FEET NORTHEAST OF TELEGRAPH
 NU1164'POLE NUMBER 8.  THE DISK IS STAMPED--STA 171 36.3 BM 4149.44.
 NU1164'THE DISK IS ABOUT 2 FEET HIGHER THAN THE STATION.
 NU1164'
 NU1164'THE AZIMUTH MARK IS LOCATED BETWEEN THE RAILROAD AND THE HIGHWAY.
 NU1164'IT IS 40 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 NU1164'4 FEET NORTHWEST OF THE FENCE LINE, AND 83 FEET SOUTHEAST OF
 NU1164'THE RAILROAD TRACKS.  IT IS A STANDARD DISK SET IN THE TOP
 NU1164'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 NU1164'THE DISK IS STAMPED--AMALGA 1950.  TO REACH THE MARK FROM THE
 NU1164'STATION GO SOUTHWEST ON U.S. HIGHWAY 30N FOR 0.45 MILE TO
 NU1164'THE MARK ON THE RIGHT.
 NU1164'
 NU1164'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE
 NU1164'IN RUPERT GO SOUTH ON F STREET FOR 0.2 MILE TO U.S. HIGHWAY
 NU1164'30N.  TURN RIGHT, SOUTHWEST, AND GO 3.8 MILES TO THE STATION
 NU1164'ON THE RIGHT.
 NU1164'
 NU1164'HEIGHT OF LIGHT ABOVE STATION MARK 2.52 METERS.
 NU1164
 NU1164                          STATION RECOVERY (1959)
 NU1164
 NU1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1164'STATION AND ALL MARKS WERE AS DESCRIBED AND FOUND TO BE IN GOOD
 NU1164'CONDITION.  THE STATION AND BM H 30 (R.M. 1) ARE TO BE PROTECTED
 NU1164'BY THE HIGHWAY DEPARTMENT, DURING THE CONSTRUCTION OF FREEWAY,
 NU1164'AZIMUTH MARK AND REFERENCE MARK 2 TO BE DESTROYED.
 NU1164'
 NU1164'REFERENCE MARK 3 WAS SET WHICH IS A STANDARD DISK STAMPED,
 NU1164'AMALGA NO 3 1950, SET IN TOP OF A SQUARE CONCRETE POST,
 NU1164'PROJECTING 3-INCHES, 1-FOOT EAST OF RIGHT-WAY FENCE, 19 FEET
 NU1164'EAST OF EAST RAIL OF RAILROAD.
 NU1164'
 NU1164'A NEW AZIMUTH MARK WAS SET, TO REACHED FROM STATION GO NORTHEAST
 NU1164'ON U.S. HIGHWAY 30 N FOR 0.35 MILE.  TURN RIGHT EAST 0.1
 NU1164'MILE.  THENCE RIGHT SOUTH FOR 0.9 MILE TO SITE ON HIGH
 NU1164'EMBANKMENT ON WEST SIDE OF ROAD.  SEE DESCRIPTION FOR STATION
 NU1164'AMALGA AZIMUTH (1959).
 NU1164
 NU1164                          STATION RECOVERY (1960)
 NU1164
 NU1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU1164'4.0 MI N FROM BURLEY.
 NU1164'4.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU1164'BURLEY, 177.77 FEET SOUTHWEST OF BENCH MARK H 30, 95.66 FEET NORTHEAST
 NU1164'OF R.M. 3, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 NU1164
 NU1164                          STATION RECOVERY (1963)
 NU1164
 NU1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 NU1164'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NU1164
 NU1164                          STATION RECOVERY (1970)
 NU1164
 NU1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NU1164'STATION WAS RECOVERED IN GOOD CONDITION.  NO SEARCH WAS
 NU1164'MADE FOR R.M. 1, R.M. 3, OR THE AZIMUTH MARK.
 NU1164'
 NU1164'STATION IS 12.5 FEET NORTHEAST OF A METAL WITNESS POST.  A
 NU1164'WOODEN STAND IS INTACT OVER THE STATION MARK.
 NU1164'
 NU1164'ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1745 ***********************************************************************
 NU1745  DESIGNATION -  AMALGA AZ MK 2
 NU1745  PID         -  NU1745
 NU1745  STATE/COUNTY-  ID/MINIDOKA
 NU1745  USGS QUAD   -  RUPERT (1976)
 NU1745
 NU1745                         *CURRENT SURVEY CONTROL
 NU1745  ___________________________________________________________________
 NU1745* NAD 83(1992)-  42 33 46.22077(N)    113 43 29.55557(W)     ADJUSTED  
 NU1745* NAVD 88     -      1268.1    (meters)    4160.     (feet)  VERTCON   
 NU1745  ___________________________________________________________________
 NU1745  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 NU1745  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 NU1745
 NU1745  HORZ ORDER  -  SECOND
 NU1745
 NU1745.The horizontal coordinates were established by classical geodetic methods
 NU1745.and adjusted by the National Geodetic Survey in July 1992..
 NU1745
 NU1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1745
 NU1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1745
 NU1745.The geoid height was determined by GEOID03.
 NU1745
 NU1745;                    North         East     Units Scale Factor Converg.
 NU1745;SPC ID C     -    99,574.263   522,591.036   MT  0.99995365   +0 11 09.9
 NU1745;UTM  12      - 4,715,869.726   276,324.452   MT  1.00021558   -1 50 37.9
 NU1745
 NU1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1745!SPC ID C     -   0.99980345  x   0.99995365  =   0.99975711
 NU1745!UTM  12      -   0.99980345  x   1.00021558  =   1.00001899
 NU1745
 NU1745:                Primary Azimuth Mark                     Grid Az
 NU1745:SPC ID C     -  AMALGA                                   330 00 12.8
 NU1745:UTM  12      -  AMALGA                                   332 02 00.6
 NU1745
 NU1745|---------------------------------------------------------------------|
 NU1745| PID    Reference Object                     Distance      Geod. Az  |
 NU1745|                                                           dddmmss.s |
 NU1745| NU1164 AMALGA                              APPROX. 1.2 KM 3301122.7 |
 NU1745|---------------------------------------------------------------------|
 NU1745
 NU1745                          SUPERSEDED SURVEY CONTROL
 NU1745
 NU1745  NAD 83(1986)-  42 33 46.22016(N)    113 43 29.55176(W) AD(       ) 2
 NU1745  NAD 27      -  42 33 46.54310(N)    113 43 26.50220(W) AD(       ) 2
 NU1745  NGVD 29 (07/19/86) 1267.1    (m)         4157.     (f) VERT ANG       
 NU1745
 NU1745.Superseded values are not recommended for survey control.
 NU1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1745.See file dsdata.txt to determine how the superseded data were derived.
 NU1745
 NU1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7632415870(NAD 83)
 NU1745_MARKER: DZ = AZIMUTH MARK DISK
 NU1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1745+STABILITY: SURFACE MOTION
 NU1745
 NU1745  HISTORY     - Date     Condition        Report By
 NU1745  HISTORY     - 1959     MONUMENTED       CGS
 NU1745
 NU1745                          STATION DESCRIPTION
 NU1745
 NU1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1745'LOCATED 4.3 MILES SOUTHWEST OF RUPERT, 0.2 MILE EAST OF ROAD
 NU1745'400 SOUTH, ON SOUTHWEST SIDE OF ROAD 300 WEST ON HIGH EMBANKMENT,
 NU1745'0.75 MILE SOUTHWEST OF U.S. HIGHWAY 30 NORTH.
 NU1745'
 NU1745'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE
 NU1745'IN RUPERT, GO SOUTH ON F STREET FOR 0.2 MILE TO U.S. HIGHWAY
 NU1745'30 N.  TURN RIGHT, SOUTHWEST, AND GO 3.8 MILES TO STATION
 NU1745'AMALGA 1950 ON RIGHT, CONTINUE SOUTHWEST ON U.S. HIGHWAY 30
 NU1745'N FOR 1.1 MILES TO JUNCTION OF ROAD 400 SOUTH, TURN LEFT, EAST,
 NU1745'FOR 0.1 MILE.  THENCE RIGHT, SOUTH, FOR 0.9 MILE TO INTERSECTION
 NU1745'OF ROAD 300 WEST, THENCE LEFT, EAST, FOR 0.2 MILE TO STATION
 NU1745'ON HIGH EMBANKMENT.
 NU1745'
 NU1745'STATION MARK IS A STANDARD AZIMUTH DISK STAMPED, AMALGA
 NU1745'1959, SET IN TOP OF A 8 BY 8 CONCRETE POST PROJECTING 4-INCHES,
 NU1745'41.0 FEET NORTHEAST OF CENTER LINE OF ROAD 300 WEST, 21.0 FEET
 NU1745'SOUTHWEST OF SOUTHWEST EDGE OF CANEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1163 ***********************************************************************
 NU1163  DESIGNATION -  AMALGA RM 3
 NU1163  PID         -  NU1163
 NU1163  STATE/COUNTY-  ID/MINIDOKA
 NU1163  USGS QUAD   -  RUPERT (1976)
 NU1163
 NU1163                         *CURRENT SURVEY CONTROL
 NU1163  ___________________________________________________________________
 NU1163* NAD 83(1986)-  42 34 20.     (N)    113 43 55.     (W)     SCALED    
 NU1163* NAVD 88     -      1265.164  (meters)    4150.79   (feet)  ADJUSTED  
 NU1163  ___________________________________________________________________
 NU1163  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NU1163  DYNAMIC HT  -        1264.444 (meters)    4148.43  (feet)  COMP
 NU1163  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 NU1163
 NU1163  VERT ORDER  -  SECOND    CLASS 0
 NU1163
 NU1163.The horizontal coordinates were scaled from a topographic map and have
 NU1163.an estimated accuracy of +/- 6 seconds.
 NU1163
 NU1163.The orthometric height was determined by differential leveling
 NU1163.and adjusted by the National Geodetic Survey in June 1991..
 NU1163
 NU1163.The geoid height was determined by GEOID03.
 NU1163
 NU1163.The dynamic height is computed by dividing the NAVD 88
 NU1163.geopotential number by the normal gravity value computed on the
 NU1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1163.degrees latitude (g = 980.6199 gals.).
 NU1163
 NU1163.The modeled gravity was interpolated from observed gravity values.
 NU1163
 NU1163;                    North         East    Units  Estimated Accuracy
 NU1163;SPC ID C     -   100,620.      522,010.      MT  (+/- 180 meters Scaled)
 NU1163
 NU1163                          SUPERSEDED SURVEY CONTROL
 NU1163
 NU1163  NGVD 29 (??/??/92) 1264.200  (m)         4147.63   (f) ADJ UNCH    2 0
 NU1163
 NU1163.Superseded values are not recommended for survey control.
 NU1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1163.See file dsdata.txt to determine how the superseded data were derived.
 NU1163
 NU1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN757169(NAD 83)
 NU1163_MARKER: DR = REFERENCE MARK DISK
 NU1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1163_STAMPING: AMALGA NO 3 1950
 NU1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1163+STABILITY: SURFACE MOTION
 NU1163
 NU1163  HISTORY     - Date     Condition        Report By
 NU1163  HISTORY     - 1959     MONUMENTED       CGS
 NU1163  HISTORY     - 1960     GOOD             NGS
 NU1163
 NU1163                          STATION DESCRIPTION
 NU1163
 NU1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1163'4.0 MI N FROM BURLEY.
 NU1163'4.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU1163'BURLEY, 95.66 FEET SOUTHWEST OF THE STATION, 19 FEET EAST OF THE EAST
 NU1163'RAIL, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1672 ***********************************************************************
 NU1672  DESIGNATION -  AMBER
 NU1672  PID         -  NU1672
 NU1672  STATE/COUNTY-  ID/CASSIA
 NU1672  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU1672
 NU1672                         *CURRENT SURVEY CONTROL
 NU1672  ___________________________________________________________________
 NU1672* NAD 83(1992)-  42 33 02.80283(N)    113 27 28.73833(W)     ADJUSTED  
 NU1672* NAVD 88     -      1447.4    (meters)    4749.     (feet)  VERTCON   
 NU1672  ___________________________________________________________________
 NU1672  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 NU1672  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 NU1672
 NU1672  HORZ ORDER  -  SECOND
 NU1672
 NU1672.The horizontal coordinates were established by classical geodetic methods
 NU1672.and adjusted by the National Geodetic Survey in July 1992..
 NU1672
 NU1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1672
 NU1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1672
 NU1672.The geoid height was determined by GEOID03.
 NU1672
 NU1672;                    North         East     Units Scale Factor Converg.
 NU1672;SPC ID C     -    98,340.301   544,514.920   MT  0.99997174   +0 21 59.5
 NU1672;UTM  12      - 4,713,859.683   298,195.158   MT  1.00010108   -1 39 45.9
 NU1672
 NU1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1672!SPC ID C     -   0.99977531  x   0.99997174  =   0.99974706
 NU1672!UTM  12      -   0.99977531  x   1.00010108  =   0.99987637
 NU1672
 NU1672|---------------------------------------------------------------------|
 NU1672| PID    Reference Object                     Distance      Geod. Az  |
 NU1672|                                                           dddmmss.s |
 NU1672| CM4180 AMBER RM 1                            6.710 METERS 09645     |
 NU1672| NU1676 AMBER AZ MK                         APPROX. 1.1 KM 1703236.4 |
 NU1672| CM4181 AMBER RM 2                           13.560 METERS 19655     |
 NU1672| NU1685 MINIDOKA UPRR COAL LOADING CHUTE TI APPROX.22.9 KM 3530418.0 |
 NU1672| NU1686 MINIDOKA UP RR WATER TANK           APPROX.23.0 KM 3531131.8 |
 NU1672| NU1687 MINIDOKA MUNICIPAL TANK             APPROX.22.6 KM 3534144.3 |
 NU1672|---------------------------------------------------------------------|
 NU1672
 NU1672                          SUPERSEDED SURVEY CONTROL
 NU1672
 NU1672  NAD 83(1986)-  42 33 02.80139(N)    113 27 28.73357(W) AD(       ) 2
 NU1672  NAD 27      -  42 33 03.12600(N)    113 27 25.72700(W) AD(       ) 2
 NU1672  NGVD 29 (07/19/86) 1446.4    (m)         4745.     (f) VERT ANG       
 NU1672
 NU1672.Superseded values are not recommended for survey control.
 NU1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1672.See file dsdata.txt to determine how the superseded data were derived.
 NU1672
 NU1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN9819513860(NAD 83)
 NU1672_MARKER: DS = TRIANGULATION STATION DISK
 NU1672_SETTING: 66 = SET IN ROCK OUTCROP
 NU1672_STAMPING: AMBER 1950
 NU1672_MARK LOGO: CGS   
 NU1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1672+STABILITY: POSITION/ELEVATION WELL
 NU1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1672+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1993
 NU1672
 NU1672  HISTORY     - Date     Condition        Report By
 NU1672  HISTORY     - 1950     MONUMENTED       CGS
 NU1672  HISTORY     - 1959     GOOD             CGS
 NU1672  HISTORY     - 19930408 GOOD             LOCENG
 NU1672
 NU1672                          STATION DESCRIPTION
 NU1672
 NU1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1672'THE STATION IS LOCATED ON THE TOP AND HIGHEST POINT OF A
 NU1672'PROMINENT, SAGEBRUSH-COVERED HILL, ABOUT 1/2 MILE NORTH OF AIRWAY
 NU1672'BEACON 14A, ABOUT 8 MILES AIRLINE EAST OF DECLO, AND ABOUT 12 MILES
 NU1672'AIRLINE SOUTHEAST OF RUPERT.
 NU1672'
 NU1672'TO REACH THE STATION FROM THE POST OFFICE IN DECLO, GO NORTH FOR
 NU1672'0.2 MILE TO A STOP SIGN.  TURN RIGHT ONTO U.S. HIGHWAY 30S AND GO
 NU1672'8.3 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 1.2
 NU1672'MILES TO AIRWAY BEACON 14A AND THE AZIMUTH MARK ON THE RIGHT.
 NU1672'KEEP STRAIGHT AHEAD, NORTH, AND GO CROSS COUNTRY FOR 0.6 MILE
 NU1672'TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 NU1672'
 NU1672'THE STATION MARK IS A STANDARD DISK STAMPED AMBER 1950 SET IN A
 NU1672'DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 4 INCHES
 NU1672'ABOVE THE GROUND.
 NU1672'
 NU1672'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED AMBER NO 1
 NU1672'1950 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 NU1672'ABOUT 10 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 NU1672'AS THE STATION.
 NU1672'
 NU1672'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED AMBER NO 2 1950
 NU1672'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT
 NU1672'4 INCHES ABOVE THE GROUND.  IT IS ABOUT 10 INCHES LOWER THAN
 NU1672'THE STATION.
 NU1672'
 NU1672'THE AZIMUTH MARK IS LOCATED DIRECTLY UNDERNEATH AIRWAY BEACON
 NU1672'14A AND IS A STANDARD DISK STAMPED AMBER 1950 SET IN A DRILL
 NU1672'HOLE IN THE CONCRETE BASE OF THE BEACON TOWER.  IT IS FLUSH
 NU1672'WITH THE SURFACE OF THE GROUND AND ABOUT 230 FEET EAST OF THE
 NU1672'CENTERLINE OF A ROAD.
 NU1672
 NU1672                          STATION RECOVERY (1959)
 NU1672
 NU1672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1672'THE STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED
 NU1672'AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO
 NU1672'THE REFERENCE MARKS AGREE WITHIN ACCEPTABLE LIMITS AS PUBLISHED.
 NU1672'A NEW TO REACH DESCRIPTION FOLLOWS.
 NU1672'
 NU1672'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 S
 NU1672'AND STATE ROUTE 77 IN DECLO GO EAST AND SOUTHEAST ON U.S. HIGHWAY
 NU1672'30 S FOR 8.0 MILES TO A V FENCE CORNER AND A SIDE ROAD LEFT, TURN
 NU1672'SHARP LEFT, NORTH, ALONG THE EAST SIDE OF THE SECTION LINE FENCE
 NU1672'FOR 0.1 MILE TO A FORK, TURN RIGHT, NORTHEAST, ON A TRACK ROAD FOR
 NU1672'0.75 MILE TO A POWER SUB-STATION ON THE LEFT AND A WIRE GATE
 NU1672'ON THE RIGHT, TURN RIGHT THROUGH THE WIRE GATE FOR 0.15 MILE
 NU1672'TO A WIRE GATE, AFTER PASSING THROUGH THE GATE TURN LEFT,
 NU1672'NORTH, ALONG THE EAST SIDE OF THE FENCE FOR 0.3 MILE TO AN
 NU1672'UNDERGROUND PIPE LINE AND A TRACK ROAD, TURN RIGHT, EAST ON
 NU1672'THE TRACK ROAD FOR 0.8 MILE TO THE SUMMIT OF THE HILL AND THE
 NU1672'STATION SITE 115 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 NU1672'CONCRETE BLOCK TELEPHONE RELAY BUILDING.
 NU1672
 NU1672                          STATION RECOVERY (1993)
 NU1672
 NU1672'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NU1672'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1676 ***********************************************************************
 NU1676  DESIGNATION -  AMBER AZ MK
 NU1676  PID         -  NU1676
 NU1676  STATE/COUNTY-  ID/CASSIA
 NU1676  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU1676
 NU1676                         *CURRENT SURVEY CONTROL
 NU1676  ___________________________________________________________________
 NU1676* NAD 83(1992)-  42 32 28.67148(N)    113 27 21.05052(W)     ADJUSTED  
 NU1676* NAVD 88     -      1387.0    (meters)    4551.     (feet)  VERTCON   
 NU1676  ___________________________________________________________________
 NU1676  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 NU1676  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1676
 NU1676  HORZ ORDER  -  THIRD
 NU1676
 NU1676.The horizontal coordinates were established by classical geodetic methods
 NU1676.and adjusted by the National Geodetic Survey in July 1992..
 NU1676
 NU1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1676
 NU1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1676
 NU1676.The geoid height was determined by GEOID03.
 NU1676
 NU1676;                    North         East     Units Scale Factor Converg.
 NU1676;SPC ID C     -    97,288.298   544,697.069   MT  0.99997194   +0 22 04.5
 NU1676;UTM  12      - 4,712,801.754   298,339.962   MT  1.00010036   -1 39 39.6
 NU1676
 NU1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1676!SPC ID C     -   0.99978478  x   0.99997194  =   0.99975673
 NU1676!UTM  12      -   0.99978478  x   1.00010036  =   0.99988512
 NU1676
 NU1676                          SUPERSEDED SURVEY CONTROL
 NU1676
 NU1676  NAD 83(1986)-  42 32 28.67006(N)    113 27 21.04583(W) AD(       ) 3
 NU1676  NAD 27      -  42 32 28.99457(N)    113 27 18.03950(W) AD(       ) 3
 NU1676  NGVD 29 (07/19/86) 1386.0    (m)         4547.     (f) VERT ANG       
 NU1676
 NU1676.Superseded values are not recommended for survey control.
 NU1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1676.See file dsdata.txt to determine how the superseded data were derived.
 NU1676
 NU1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN9834012802(NAD 83)
 NU1676_MARKER: DZ = AZIMUTH MARK DISK
 NU1676_SETTING: 0 = UNSPECIFIED SETTING
 NU1676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1676
 NU1676  HISTORY     - Date     Condition        Report By
 NU1676  HISTORY     - 1959     MONUMENTED       CGS
 NU1676
 NU1676                          STATION DESCRIPTION
 NU1676
 NU1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1676'A STANDARD DISK AZIMUTH MARK SET IN A DRILL HOLE IN THE FLOOR
 NU1676'FORMERLY SUPPORTING THE SALT LAKE CITY - PENDLETON AIRWAY BEACON
 NU1676'14A, AND WAS PLACED DIRECTLY UNDER THE CENTER OF THE TOWER.  THE
 NU1676'DISK IS STAMPED AMBER 1950.
 NU1676'
 NU1676'REACHED FROM DECLO AT THE INTERSECTION OF U.S. HIGHWAY 30S AND
 NU1676'STATE ROUTE 77, GO EASTWARD ON HIGHWAY 30S FOR 8.1 MILES TO A SIDE
 NU1676'OR RANCH ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THIS ROAD FOR
 NU1676'1.2 MILES TO A BUILDING AND RANCH MACHINERY AND SOME POSTS AND
 NU1676'MACHINERY LAY CLOSE TO AND UPON THE CONCRETE SLAB IN WHICH THE
 NU1676'MARK IS PLACED.  THE AZIMUTH MARK WAS INTERSECTED FROM THE
 NU1676'STATIONS AMBER, IDA 80-132, AND IDA 80-131.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1628 ***********************************************************************
 NU1628  DESIGNATION -  AMERICAN
 NU1628  PID         -  NU1628
 NU1628  STATE/COUNTY-  ID/POWER
 NU1628  USGS QUAD   -  INDIAN SPRINGS (1971)
 NU1628
 NU1628                         *CURRENT SURVEY CONTROL
 NU1628  ___________________________________________________________________
 NU1628* NAD 83(1992)-  42 44 14.27910(N)    112 46 40.48483(W)     ADJUSTED  
 NU1628* NAVD 88     -      1698.0    (meters)    5571.     (feet)  VERTCON   
 NU1628  ___________________________________________________________________
 NU1628  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 NU1628  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 NU1628
 NU1628  HORZ ORDER  -  SECOND
 NU1628
 NU1628.The horizontal coordinates were established by classical geodetic methods
 NU1628.and adjusted by the National Geodetic Survey in July 1992..
 NU1628
 NU1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1628
 NU1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1628
 NU1628.The geoid height was determined by GEOID03.
 NU1628
 NU1628;                    North         East     Units Scale Factor Converg.
 NU1628;SPC ID E     -   119,097.862   149,949.177   MT  0.99997818   -0 24 53.4
 NU1628;UTM  12      - 4,733,175.651   354,467.569   MT  0.99986057   -1 12 24.4
 NU1628
 NU1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1628!SPC ID E     -   0.99973586  x   0.99997818  =   0.99971404
 NU1628!UTM  12      -   0.99973586  x   0.99986057  =   0.99959647
 NU1628
 NU1628:                Primary Azimuth Mark                     Grid Az
 NU1628:SPC ID E     -  POCATELLO MUN AIRPORT TANK BCN           041 50 20.2
 NU1628:UTM  12      -  POCATELLO MUN AIRPORT TANK BCN           042 37 51.2
 NU1628
 NU1628|---------------------------------------------------------------------|
 NU1628| PID    Reference Object                     Distance      Geod. Az  |
 NU1628|                                                           dddmmss.s |
 NU1628| NU1611 POCATELLO MUN AIRPORT TANK BCN      APPROX.24.0 KM 0412526.8 |
 NU1628| NU1613 POCATELLO MUN AIRPORT STACK         APPROX.25.0 KM 0415924.9 |
 NU1628| NU1627 AMERICAN CAIRN                        3.692 METERS 05054     |
 NU1628| CM4183 AMERICAN RM 1                         5.299 METERS 20242     |
 NU1628| CM4182 AMERICAN AZ MK                                     2034633.9 |
 NU1628| NU1641 AMERICAN FALLS ABANDONED ELEV       APPROX. 9.1 KM 3052131.4 |
 NU1628| NU1643 AMERICAN FALLS POWER CO ELEV        APPROX. 8.4 KM 3114721.6 |
 NU1628| NU1640 AMERICAN FALLS UP RR WATER TK       APPROX. 8.9 KM 3180223.2 |
 NU1628| CM4184 AMERICAN RM 2                         5.824 METERS 34550     |
 NU1628|---------------------------------------------------------------------|
 NU1628
 NU1628                          SUPERSEDED SURVEY CONTROL
 NU1628
 NU1628  NAD 83(1986)-  42 44 14.27358(N)    112 46 40.47443(W) AD(       ) 2
 NU1628  NAD 27      -  42 44 14.59000(N)    112 46 37.50500(W) AD(       ) 2
 NU1628  NGVD 29 (07/19/86) 1696.9    (m)         5567.     (f) VERT ANG       
 NU1628
 NU1628.Superseded values are not recommended for survey control.
 NU1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1628.See file dsdata.txt to determine how the superseded data were derived.
 NU1628
 NU1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5446833176(NAD 83)
 NU1628_MARKER: DS = TRIANGULATION STATION DISK
 NU1628_SETTING: 66 = SET IN ROCK OUTCROP
 NU1628
 NU1628  HISTORY     - Date     Condition        Report By
 NU1628  HISTORY     - 1950     MONUMENTED       CGS
 NU1628  HISTORY     - 1960     GOOD             CGS
 NU1628
 NU1628                          STATION DESCRIPTION
 NU1628
 NU1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1628'THE STATION IS LOCATED ON THE SUMMIT OF A ROCKY HUMP THAT IS ON
 NU1628'THE NORTH END OF A SAGE BRUSH COVERED RIDGE.  IT IS ABOUT 5
 NU1628'MILES AIRLINE SOUTHEAST OF AMERICAN FALLS, ABOUT 14 MILES
 NU1628'AIRLIE SOUTH-SOUTHEAST OF ABERDEEN, AND ABOUT 1/2 MILE WEST OF THE
 NU1628'WEST EDGE OF A LARGE CULTIVATED FIELD.
 NU1628'
 NU1628'THE STATION IS 12 FEET WEST OF A 4-FOOT CAIRN THAT IS ON THE
 NU1628'HIGHEST POINT OF THE RIDGE.  IT IS A STANDARD DISK SET IN A
 NU1628'DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4 INCHES.
 NU1628'THE DISK IS STAMPED--AMERICAN 1950.
 NU1628'
 NU1628'REFERENCE MARK NUMBER ONE IS ABOUT 1-1/2 FEET LOWER THAN THE
 NU1628'STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 NU1628'BEDROCK THAT PROJECTS 1 FOOT.  THE DISK IS STAMPED--AMERICAN
 NU1628'NO 1 1950.
 NU1628'
 NU1628'REFERENCE MARK NUMBER TWO IS 18 FEET WEST OF THE CAIRN AND
 NU1628'ABOUT 1-1/2 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 NU1628'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 NU1628'1 FOOT.  THE DISK IS STAMPED--AMERICAN NO 2 1950.
 NU1628'
 NU1628'THE AZIMUTH MARK IS ON THE SOUTH POINT OF THE RIDGE AND 2 FEET
 NU1628'EAST OF A 3-FOOT CAIRN.  IT IS A STANDARD DISK SET IN A DRILL
 NU1628'HOLE IN A LARGE BOULDER THAT PROJECTS 1 FOOT.  THE DISK IS
 NU1628'STAMPED--AMERICAN 1950.  TO REACH THE MARK FROM THE STATION GO
 NU1628'SOUTH ALONG THE TOP OF THE RIDGE FOR ABOUT 0.3 MILE TO THE
 NU1628'MARK.
 NU1628'
 NU1628'TO REACH THE STATION FROM THE POST OFFICE IN AMERICAN FALLS
 NU1628'GO SOUTH FOR 1 BLOCK TO A CROSS STREET.  TURN LEFT, EAST, AND
 NU1628'GO 3 BLOCKS TO A CROSS STREET, TURN RIGHT, SOUTH, AND GO
 NU1628'0.2 MILE TO A FORK AT THE END OF THE PAVEMENT.  TAKE THE LEFT
 NU1628'FORK AND GO 4.3 MILES TO A T-ROAD.  TURN LEFT AND GO 0.5
 NU1628'MILE TO A FIELD ROAD ON THE LEFT.  TURN LEFT AND GO 0.5 MILE
 NU1628'TO A FORK.  TAKE THE LEFT FORK AND GO 1.1 MILES TO THE END OF
 NU1628'THE ROAD AT THE EDGE OF A FIELD.  FROM THE END OF THE ROAD PACK
 NU1628'WEST ALONG THE SOUTH SIDE OF THE FIELD TO A WIRE FENCE IN A
 NU1628'DRAW.  CROSS THE FENCE AND GO NORTHWEST UP THE STEEP SLOPE
 NU1628'TO THE NORTH END, HIGHEST POINT OF THE RIDGE, AND THE
 NU1628'STATION.
 NU1628'
 NU1628'NOTE--THE PACK WILL REQUIRE ABOUT 1/4 HOUR.
 NU1628'
 NU1628'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 NU1628
 NU1628                          STATION RECOVERY (1960)
 NU1628
 NU1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1628'THE STATION AND ALL MARKS WERE RECOVERED AND IN GOOD CONDITION.
 NU1628'SLIGHT DIFFERENCES IN THE DIRECTION TO THE REFERENCE MARKS
 NU1628'WERE NOTED.  THE DIRECTION TO THE AZIMUTH MARK CHECKED THOSE
 NU1628'OF 1950.  A NEW ROUTE TO THE STATION FOLLOWS.
 NU1628'
 NU1628'TO REACH THE STATION FROM THE COURTHOUSE IN AMERICAN FALLS,
 NU1628'GO SOUTH ON BANNOCK AVENUE FOR 0.25 MILE.  TURN LEFT ON SUNBEAM
 NU1628'ROAD AND GO SOUTHEAST FOR 4.4 MILES TO A T INTERSECTION.
 NU1628'TURN LEFT AND GO 0.5 MILE TO A WIRE GATE ON THE LEFT.  TURN
 NU1628'LEFT AND PASS THROUGH THE GATE AND FOLLOW A FARM ROAD UP THE
 NU1628'RIDGE FOR 0.5 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 NU1628'AND CONTINUE ALONG THE RIGHT SIDE OF A CANYON FOR 0.9 MILE
 NU1628'TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE UP GRADE
 NU1628'FOR 0.3 MILE TO THE TOP OF THE RIDGE.  TURN LEFT AND GO CROSS
 NU1628'COUNTRY FOR 0.3 MILE TO A FENCE IN A LOW SADDLE.  PASS
 NU1628'THROUGH THE FENCE AND CONTINUE UP A STEEP SLOPE TO THE CREST
 NU1628'OF THE RIDGE AND THE END OF TRUCK TRAVEL ABOUT 50 YARDS
 NU1628'FROM THE HIGHEST ROCKY OUTCROP AND THE STATION.
 NU1628'
 NU1628'THE STATION MARK, STAMPED AMERICAN 1950, IS A STANDARD DISK
 NU1628'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS 12 FEET SOUTHWEST
 NU1628'OF A 4 FOOT CAIRN.
 NU1628'
 NU1628'REFERENCE MARK NO. 1, STAMPED AMERICAN NO 1 1950, IS A STANDARD
 NU1628'DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS ABOUT 1-1/2
 NU1628'FEET LOWER THAN THE STATION.
 NU1628'
 NU1628'REFERENCE MARK NO. 2, STAMPED AMERICAN NO 2 1950, IS A STANDARD
 NU1628'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 18 FEET WEST OF A
 NU1628'4 FOOT CAIRN AND ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 NU1628'
 NU1628'THE AZIMUTH MARK, STAMPED AMERICAN 1950, IS A STANDARD DISK
 NU1628'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS 2 FEET EAST OF A
 NU1628'3 FOOT CAIRN.  TO REACH FROM THE STATION GO SOUTH-SOUTHWEST
 NU1628'ALONG THE RIDGE FOR 0.3 MILE.
 NU1628'
 NU1628'HEIGHT OF TRIPOD 4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1627 ***********************************************************************
 NU1627  DESIGNATION -  AMERICAN CAIRN
 NU1627  PID         -  NU1627
 NU1627  STATE/COUNTY-  ID/POWER
 NU1627  USGS QUAD   -  INDIAN SPRINGS (1971)
 NU1627
 NU1627                         *CURRENT SURVEY CONTROL
 NU1627  ___________________________________________________________________
 NU1627* NAD 83(1992)-  42 44 14.35456(N)    112 46 40.35885(W)     ADJUSTED  
 NU1627* NAVD 88     -      1698.     (meters)    5571.     (feet)  SCALED    
 NU1627  ___________________________________________________________________
 NU1627  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 NU1627  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 NU1627
 NU1627  HORZ ORDER  -  THIRD
 NU1627
 NU1627.The horizontal coordinates were established by classical geodetic methods
 NU1627.and adjusted by the National Geodetic Survey in July 1992..
 NU1627
 NU1627.The orthometric height was scaled from a topographic map.
 NU1627
 NU1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1627
 NU1627.The geoid height was determined by GEOID03.
 NU1627
 NU1627;                    North         East     Units Scale Factor Converg.
 NU1627;SPC ID E     -   119,100.170   149,952.059   MT  0.99997817   -0 24 53.3
 NU1627;UTM  12      - 4,733,177.918   354,470.482   MT  0.99986056   -1 12 24.3
 NU1627
 NU1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1627!SPC ID E     -   0.99973584  x   0.99997817  =   0.99971402
 NU1627!UTM  12      -   0.99973584  x   0.99986056  =   0.99959644
 NU1627
 NU1627                          SUPERSEDED SURVEY CONTROL
 NU1627
 NU1627  NAD 83(1986)-  42 44 14.34905(N)    112 46 40.34845(W) AD(       ) 4
 NU1627  NAD 27      -  42 44 14.66500(N)    112 46 37.37900(W) AD(       ) 3
 NU1627
 NU1627.Superseded values are not recommended for survey control.
 NU1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1627.See file dsdata.txt to determine how the superseded data were derived.
 NU1627
 NU1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5447033178(NAD 83)
 NU1627
 NU1627  HISTORY     - Date     Condition        Report By
 NU1627  HISTORY     - 1950     MONUMENTED       CGS
 NU1627
 NU1627                          STATION DESCRIPTION
 NU1627
 NU1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NU1627'POSTION DETERMINED BY TRAVERSE FROM STATION AMERICAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1641 ***********************************************************************
 NU1641  DESIGNATION -  AMERICAN FALLS ABANDONED ELEV
 NU1641  PID         -  NU1641
 NU1641  STATE/COUNTY-  ID/POWER
 NU1641  USGS QUAD   -  AMERICAN FALLS (1971)
 NU1641
 NU1641                         *CURRENT SURVEY CONTROL
 NU1641  ___________________________________________________________________
 NU1641* NAD 83(1992)-  42 47 04.61724(N)    112 52 06.63683(W)     ADJUSTED  
 NU1641* NAVD 88     -                                                        
 NU1641  ___________________________________________________________________
 NU1641  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 NU1641  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 NU1641
 NU1641  HORZ ORDER  -  THIRD
 NU1641
 NU1641.The horizontal coordinates were established by classical geodetic methods
 NU1641.and adjusted by the National Geodetic Survey in July 1992..
 NU1641
 NU1641
 NU1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1641
 NU1641.The geoid height was determined by GEOID03.
 NU1641
 NU1641;                    North         East     Units Scale Factor Converg.
 NU1641;SPC ID E     -   124,411.569   142,574.418   MT  0.99998792   -0 28 36.3
 NU1641;UTM  12      - 4,738,590.238   347,167.790   MT  0.99988737   -1 16 09.9
 NU1641
 NU1641                          SUPERSEDED SURVEY CONTROL
 NU1641
 NU1641  NAD 83(1986)-  42 47 04.61310(N)    112 52 06.62772(W) AD(       ) 4
 NU1641  NAD 27      -  42 47 04.93400(N)    112 52 03.65100(W) AD(       ) 3
 NU1641
 NU1641.Superseded values are not recommended for survey control.
 NU1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1641.See file dsdata.txt to determine how the superseded data were derived.
 NU1641
 NU1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4716838590(NAD 83)
 NU1641_MARKER: 65 = GRAIN ELEVATOR
 NU1641
 NU1641  HISTORY     - Date     Condition        Report By
 NU1641  HISTORY     - 1950     FIRST OBSERVED   CGS
 NU1641  HISTORY     - 1958     GOOD             CGS
 NU1641  HISTORY     - 1979     GOOD             NGS
 NU1641
 NU1641                          STATION DESCRIPTION
 NU1641
 NU1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1641'STATION IS THE CENTER OF THE TOP OF THE CYLINDRICAL CONCRETE
 NU1641'GRAIN ELEVATOR PROJECTING ABOVE THE WATERS OF THE AMERICAN FALLS
 NU1641'RESERVOIR.  IT RISES 50 FEET ABOVE THE PRESENT WATER LEVEL AND IS
 NU1641'UNPAINTED.  THERE IS A GAPING HOLE IN THE NORTH SIDE OF THE TANK,
 NU1641'NEAR THE WATERLINE, WHERE AN ATTEMPT HAS BEEN MADE TO DYNAMITE
 NU1641'IT.  THE SITE MARKS THE LOCATION OF THE TOWN OF AMERICAN FALLS
 NU1641'PRIOR TO THE CONSTRUCTION OF THE DAM AND LAKE.
 NU1641'
 NU1641'IT IS LOCATED ABOUT 1/2 MILE NORTHWEST OF THE BUSINESS SECTION
 NU1641'OF AMERICAN FALLS, 1/4 MILE NORTHEAST OF THE FACE OF THE DAM
 NU1641'AND 0.15 MILE NORTHWEST OF THE EAST SHORELINE OF THE RESERVOIR.
 NU1641
 NU1641                          STATION RECOVERY (1958)
 NU1641
 NU1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NU1641'STATION RECOVERED AS DESCRIBED.
 NU1641
 NU1641                          STATION RECOVERY (1979)
 NU1641
 NU1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NU1641'RECOVERED AS DESCRIBED IN 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1643 ***********************************************************************
 NU1643  DESIGNATION -  AMERICAN FALLS POWER CO ELEV
 NU1643  PID         -  NU1643
 NU1643  STATE/COUNTY-  ID/POWER
 NU1643  USGS QUAD   -  AMERICAN FALLS (1971)
 NU1643
 NU1643                         *CURRENT SURVEY CONTROL
 NU1643  ___________________________________________________________________
 NU1643* NAD 83(1992)-  42 47 16.11988(N)    112 51 16.85453(W)     ADJUSTED  
 NU1643* NAVD 88     -                                                        
 NU1643  ___________________________________________________________________
 NU1643  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 NU1643  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NU1643
 NU1643  HORZ ORDER  -  THIRD
 NU1643
 NU1643.The horizontal coordinates were established by classical geodetic methods
 NU1643.and adjusted by the National Geodetic Survey in July 1992..
 NU1643
 NU1643
 NU1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1643
 NU1643.The geoid height was determined by GEOID03.
 NU1643
 NU1643;                    North         East     Units Scale Factor Converg.
 NU1643;SPC ID E     -   124,757.178   143,708.774   MT  0.99998634   -0 28 02.5
 NU1643;UTM  12      - 4,738,920.087   348,306.702   MT  0.99988310   -1 15 36.4
 NU1643
 NU1643                          SUPERSEDED SURVEY CONTROL
 NU1643
 NU1643  NAD 83(1986)-  42 47 16.11555(N)    112 51 16.84496(W) AD(       ) 4
 NU1643  NAD 27      -  42 47 16.42600(N)    112 51 13.87600(W) AD(       ) 3
 NU1643
 NU1643.Superseded values are not recommended for survey control.
 NU1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1643.See file dsdata.txt to determine how the superseded data were derived.
 NU1643
 NU1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4830738920(NAD 83)
 NU1643_MARKER: 65 = GRAIN ELEVATOR
 NU1643
 NU1643  HISTORY     - Date     Condition        Report By
 NU1643  HISTORY     - 1950     FIRST OBSERVED   CGS
 NU1643  HISTORY     - 1979     GOOD             NGS
 NU1643
 NU1643                          STATION DESCRIPTION
 NU1643
 NU1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1643'STATION IS THE CENTER OF THE HEAD HOUSE OF THE GRAIN ELEVATORS
 NU1643'OF THE POWER COMPANY GRAIN GROWERS IN AMERICAN FALLS, IDAHO.
 NU1643'THE ELEVATOR CONSISTS OF 20 CYLINDRICAL CONCRETE TANKS ARRANGED
 NU1643'IN A DOUBLE ROW OF 10 EACH.  THEY COVER AN AREA 200 X 50 FEET
 NU1643'AND RISE TO A HEIGHT OF 104 FEET.  THE HEAD HOUSE IS A
 NU1643'RECTANGULAR SHED WITH A RIDGEPOLE ROOF WHICH RISES 21 FEET ABOVE
 NU1643'THE TWO NORTHERNMOST TANKS MAKING AN OVER-ALL HEIGHT OF 125
 NU1643'FEET.  THE TANKS AND HEAD HOUSE ARE PAINTED WHITE.
 NU1643'
 NU1643'THE ELEVATORS ARE LOCATED 3 BLOCKS NORTH AND ONE BLOCK WEST
 NU1643'OF THE CENTER OF THE BUSINESS SECTION OF AMERICAN FALLS.  IT IS
 NU1643'THE MOST PROMINENT OBJECT IN THE TOWN.
 NU1643
 NU1643                          STATION RECOVERY (1979)
 NU1643
 NU1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NU1643'RECOVERED AS DESCRIBED IN 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1640 ***********************************************************************
 NU1640  DESIGNATION -  AMERICAN FALLS UP RR WATER TK
 NU1640  PID         -  NU1640
 NU1640  STATE/COUNTY-  ID/POWER
 NU1640  USGS QUAD   -  AMERICAN FALLS (1971)
 NU1640
 NU1640                         *CURRENT SURVEY CONTROL
 NU1640  ___________________________________________________________________
 NU1640* NAD 83(1992)-  42 47 47.55545(N)    112 51 00.98341(W)     ADJUSTED  
 NU1640* NAVD 88     -                                                        
 NU1640  ___________________________________________________________________
 NU1640  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 NU1640  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NU1640
 NU1640  HORZ ORDER  -  THIRD
 NU1640
 NU1640.The horizontal coordinates were established by classical geodetic methods
 NU1640.and adjusted by the National Geodetic Survey in July 1992..
 NU1640
 NU1640
 NU1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1640
 NU1640.The geoid height was determined by GEOID03.
 NU1640
 NU1640;                    North         East     Units Scale Factor Converg.
 NU1640;SPC ID E     -   125,724.237   144,077.339   MT  0.99998583   -0 27 52.0
 NU1640;UTM  12      - 4,739,881.854   348,688.573   MT  0.99988167   -1 15 26.3
 NU1640
 NU1640                          SUPERSEDED SURVEY CONTROL
 NU1640
 NU1640  NAD 83(1986)-  42 47 47.55132(N)    112 51 00.97356(W) AD(       ) 4
 NU1640  NAD 27      -  42 47 47.87200(N)    112 50 57.99900(W) AD(       ) 3
 NU1640
 NU1640.Superseded values are not recommended for survey control.
 NU1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1640.See file dsdata.txt to determine how the superseded data were derived.
 NU1640
 NU1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4868939882(NAD 83)
 NU1640_MARKER: 53 = ELEVATED TANK
 NU1640
 NU1640  HISTORY     - Date     Condition        Report By
 NU1640  HISTORY     - 1950     FIRST OBSERVED   CGS
 NU1640  HISTORY     - 1958     MARK NOT FOUND   CGS
 NU1640
 NU1640                          STATION DESCRIPTION
 NU1640
 NU1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1640'STATION IS THE FINIAL OF THE PEAK OF THE CONICAL ROOF OF THE
 NU1640'WATER TANK OF THE UNION PACIFIC RAILROAD CO. IN AMERICAN FALLS.
 NU1640'THE TANK IS CYLINDRICAL AND IS SUPPORTED ON A SHORT 4 LEGGED
 NU1640'WOODEN TOWER.  IT IS 25 FEET IN DIAMETER AND 45 FEET HIGH AND
 NU1640'PAINTED BLACK.
 NU1640'
 NU1640'IT IS LOCATED 0.4 MILE NORTHWEST OF THE CENTER OF THE
 NU1640'BUSINESS SECTION OF AMERICAN FALLS, 100 YARDS NORTHEAST OF THE
 NU1640'UNION PACIFIC DEPOT AND 50 YARDS SOUTHEAST OF THE MAIN LINE OF
 NU1640'THE RAILROAD TRACKS, ON THE TOP OF A SMALL KNOLL.
 NU1640
 NU1640                          STATION RECOVERY (1958)
 NU1640
 NU1640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NU1640'STATION COULD NOT BE RECOVERED AFTER A THOROUGH SEARCH OF THE
 NU1640'AREA.  WATER TANK MAY HAVE BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1060 ***********************************************************************
 NV1060  DESIGNATION -  AMSTERDAM GRAIN ELEVATOR
 NV1060  PID         -  NV1060
 NV1060  STATE/COUNTY-  ID/TWIN FALLS
 NV1060  USGS QUAD   -  HOLLISTER (1979)
 NV1060
 NV1060                         *CURRENT SURVEY CONTROL
 NV1060  ___________________________________________________________________
 NV1060* NAD 83(1992)-  42 17 44.72021(N)    114 35 04.67995(W)     ADJUSTED  
 NV1060* NAVD 88     -                                                        
 NV1060  ___________________________________________________________________
 NV1060  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 NV1060  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV1060
 NV1060  HORZ ORDER  -  THIRD
 NV1060
 NV1060.The horizontal coordinates were established by classical geodetic methods
 NV1060.and adjusted by the National Geodetic Survey in July 1992..
 NV1060
 NV1060
 NV1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1060
 NV1060.The geoid height was determined by GEOID03.
 NV1060
 NV1060;                    North         East     Units Scale Factor Converg.
 NV1060;SPC ID C     -    70,036.594   451,790.081   MT  0.99997595   -0 23 36.4
 NV1060;UTM  11      - 4,685,439.689   699,111.635   MT  1.00008782   +1 37 33.5
 NV1060
 NV1060                          SUPERSEDED SURVEY CONTROL
 NV1060
 NV1060  NAD 83(1986)-  42 17 44.71977(N)    114 35 04.67916(W) AD(       ) 4
 NV1060  NAD 27      -  42 17 45.04000(N)    114 35 01.54000(W) AD(       ) 3
 NV1060
 NV1060.Superseded values are not recommended for survey control.
 NV1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1060.See file dsdata.txt to determine how the superseded data were derived.
 NV1060
 NV1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG9911285440(NAD 83)
 NV1060
 NV1060  HISTORY     - Date     Condition        Report By
 NV1060  HISTORY     - 1947     MONUMENTED       CGS
 NV1060
 NV1060                          STATION DESCRIPTION
 NV1060
 NV1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1060'THE STATION IS ON THE ONLY GRAIN ELEVATOR IN THE SMALL SETTLEMENT
 NV1060'OF AMSTERDAM WHICH IS ABOUT 20 MILES SOUTH OF THE CITY OF
 NV1060'TWIN FALLS AND ALONG U.S. HIGHWAY 93.
 NV1060'
 NV1060'STATION IS ON THE VERTICAL AXIS OF THE CONCRETE GRAIN BINS
 NV1060'AND IT WAS USED AS THE POINT OF OBSERVATION FROM ALL ANGLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0571 ***********************************************************************
 RY0571  DESIGNATION -  AN
 RY0571  PID         -  RY0571
 RY0571  STATE/COUNTY-  ID/CLEARWATER
 RY0571  USGS QUAD   -  JOHN LEWIS MMOUNTAIN (1994)
 RY0571
 RY0571                         *CURRENT SURVEY CONTROL
 RY0571  ___________________________________________________________________
 RY0571* NAD 83(1986)-  46 43 56.     (N)    115 59 20.     (W)     SCALED    
 RY0571* NAVD 88     -       395.882  (meters)    1298.82   (feet)  ADJUSTED  
 RY0571  ___________________________________________________________________
 RY0571  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 RY0571  DYNAMIC HT  -         395.853 (meters)    1298.73  (feet)  COMP
 RY0571  MODELED GRAV-     980,531.9   (mgal)                       NAVD 88
 RY0571
 RY0571  VERT ORDER  -  SECOND    CLASS 0
 RY0571
 RY0571.The horizontal coordinates were scaled from a topographic map and have
 RY0571.an estimated accuracy of +/- 6 seconds.
 RY0571
 RY0571.The orthometric height was determined by differential leveling
 RY0571.and adjusted by the National Geodetic Survey in June 1991..
 RY0571
 RY0571.The geoid height was determined by GEOID03.
 RY0571
 RY0571.The dynamic height is computed by dividing the NAVD 88
 RY0571.geopotential number by the normal gravity value computed on the
 RY0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0571.degrees latitude (g = 980.6199 gals.).
 RY0571
 RY0571.The modeled gravity was interpolated from observed gravity values.
 RY0571
 RY0571;                    North         East    Units  Estimated Accuracy
 RY0571;SPC ID W     -   562,860.      781,740.      MT  (+/- 180 meters Scaled)
 RY0571
 RY0571                          SUPERSEDED SURVEY CONTROL
 RY0571
 RY0571  NGVD 29 (??/??/92)  394.789  (m)         1295.24   (f) ADJ UNCH    2 0
 RY0571
 RY0571.Superseded values are not recommended for survey control.
 RY0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0571.See file dsdata.txt to determine how the superseded data were derived.
 RY0571
 RY0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM772759(NAD 83)
 RY0571_MARKER: N = NAIL
 RY0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0571_SP_SET: TREE
 RY0571_STAMPING: AN
 RY0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0571
 RY0571  HISTORY     - Date     Condition        Report By
 RY0571  HISTORY     - UNK      MONUMENTED       CGS
 RY0571  HISTORY     - 1959     GOOD             NGS
 RY0571
 RY0571                          STATION DESCRIPTION
 RY0571
 RY0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0571'28.9 MI NE FROM AHSAHKA.
 RY0571'ABOUT 28.9 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0571'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE SOUTHEAST SIDE OF THE
 RY0571'RIVER, NEAR THE SOUTHWEST END OF PORTAGE RIFFLE, 0.1 MILE SOUTH OF A
 RY0571'ROCK BLUFF ON THE NORTHWEST SIDE OF THE RIVER, IN THE TOP OF A ROOT ON
 RY0571'THE NORTHWEST SIDE OF A 20-INCH PINE TREE, 9 FEET SOUTHEAST OF THE
 RY0571'EDGE OF THE RIVER, AND ABOUT 5 FEET HIGHER THAN THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0215 ***********************************************************************
 OH0215  DESIGNATION -  ANDERSON
 OH0215  PID         -  OH0215
 OH0215  STATE/COUNTY-  ID/ADA
 OH0215  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0215
 OH0215                         *CURRENT SURVEY CONTROL
 OH0215  ___________________________________________________________________
 OH0215* NAD 83(1992)-  43 25 04.77309(N)    116 02 05.15465(W)     ADJUSTED  
 OH0215* NAVD 88     -      1052.135  (meters)    3451.88   (feet)  ADJUSTED  
 OH0215  ___________________________________________________________________
 OH0215  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 OH0215  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 OH0215  DYNAMIC HT  -        1051.669 (meters)    3450.35  (feet)  COMP
 OH0215  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 OH0215
 OH0215  HORZ ORDER  -  SECOND
 OH0215  VERT ORDER  -  SECOND    CLASS 0
 OH0215
 OH0215.The horizontal coordinates were established by classical geodetic methods
 OH0215.and adjusted by the National Geodetic Survey in July 1992..
 OH0215
 OH0215.The orthometric height was determined by differential leveling
 OH0215.and adjusted by the National Geodetic Survey in June 1991..
 OH0215
 OH0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0215
 OH0215.The geoid height was determined by GEOID03.
 OH0215
 OH0215.The dynamic height is computed by dividing the NAVD 88
 OH0215.geopotential number by the normal gravity value computed on the
 OH0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0215.degrees latitude (g = 980.6199 gals.).
 OH0215
 OH0215.The modeled gravity was interpolated from observed gravity values.
 OH0215
 OH0215;                    North         East     Units Scale Factor Converg.
 OH0215;SPC ID W     -   194,570.408   776,939.523   MT  0.99993987   -0 11 44.6
 OH0215;UTM  11      - 4,807,686.263   578,139.505   MT  0.99967510   +0 39 48.4
 OH0215
 OH0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0215!SPC ID W     -   0.99983761  x   0.99993987  =   0.99977749
 OH0215!UTM  11      -   0.99983761  x   0.99967510  =   0.99951277
 OH0215
 OH0215                          SUPERSEDED SURVEY CONTROL
 OH0215
 OH0215  NAD 83(1986)-  43 25 04.77361(N)    116 02 05.15052(W) AD(       ) 2
 OH0215  NAD 27      -  43 25 05.16026(N)    116 02 01.76958(W) AD(       ) 2
 OH0215  NAVD 88 (09/22/93) 1052.14   (m)         3451.9    (f) LEVELING    3  
 OH0215  NGVD 29 (??/??/92) 1051.136  (m)         3448.60   (f) ADJ UNCH    2 0
 OH0215
 OH0215.Superseded values are not recommended for survey control.
 OH0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0215.See file dsdata.txt to determine how the superseded data were derived.
 OH0215
 OH0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7814007686(NAD 83)
 OH0215_MARKER: DD = SURVEY DISK
 OH0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0215_SP_SET: CONCRETE POST
 OH0215_STAMPING: ANDERSON
 OH0215_MARK LOGO: IDDT  
 OH0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0215+STABILITY: SURFACE MOTION
 OH0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0215+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1991
 OH0215
 OH0215  HISTORY     - Date     Condition        Report By
 OH0215  HISTORY     - 1958     MONUMENTED       CGS
 OH0215  HISTORY     - 1958     GOOD             NGS
 OH0215  HISTORY     - 1983     GOOD             NGS
 OH0215  HISTORY     - 19910701 GOOD             NGS
 OH0215
 OH0215                          STATION DESCRIPTION
 OH0215
 OH0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 OH0215'A TRIANGULATION STATION OF THE DEPARTMENT OF HIGHWAYS, STATE
 OH0215'OF IDAHO, AND TO WHICH CONNECTION WAS MADE FROM TRIANGULATION
 OH0215'STATION IDA 80-65.  IT IS 22.58 FEET - 6.883 METERS FROM THE
 OH0215'TRIANGULATION STATION, AND A BRONZE DISK SET IN A CYLINDRICAL
 OH0215'CONCRETE POST WHICH PROJECTS 4-INCHES, AND STAMPED ANDERSON.
 OH0215
 OH0215                          STATION RECOVERY (1958)
 OH0215
 OH0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 OH0215'17.0 MI SE FROM BOISE.
 OH0215'17.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0215'RAILROAD DEPOT AT BOISE TO MILE POLE NO. 76, 22.58 FEET NORTHEAST OF
 OH0215'THE STATION MARK, IDA 80-65 1958, 4.0 FEET SOUTHEAST OF A METAL
 OH0215'WITNESS POST, SET IN A CONCRETE POST PROJECTING 4 INCHES.
 OH0215
 OH0215                          STATION RECOVERY (1983)
 OH0215
 OH0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0215'RECOVERED IN GOOD CONDITION.
 OH0215
 OH0215                          STATION RECOVERY (1991)
 OH0215
 OH0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OH0215'STATION IS LOCATED ABOUT 22.0 KM (13.7 MI) SOUTHEAST OF BOISE, 6.9 KM
 OH0215'(4.3 MI) SOUTHEAST OF EXIT 64 (BLACKS KUNA-CREEK ROAD), 4.8 KM
 OH0215'(3.0 MI) NORTHWEST OF EXIT 71 (MAYFIELD ORCHARD) ALONG THE SOUTH SIDE
 OH0215'OF THE EAST-BOUND LANES OF INTERSTATE 84. OWNERSHIP--BUREAU OF LAND
 OH0215'MANAGEMENT.
 OH0215'TO REACH FROM THE OVERPASS AT EXIT 57 (IDAHO CITY, GOWEN ROAD), WHICH
 OH0215'IS ON THE SOUTHEAST SIDE OF BOISE ON THE EAST BOUND LANES OF
 OH0215'INTERSTATE 84. GO SOUTHEAST FOR 10.65 KM (6.62 MI) ON INTERSTATE 84
 OH0215'EASTBOUND TO EXIT 64 (BLACKS KUNA-CREEK ROAD) OVERPASS, CONTINUE
 OH0215'AHEAD SOUTHEAST 5.63 KM (3.50 MI) TO MILE POST 67. CONTINUE AHEAD
 OH0215'1.28 KM (0.80 MI) TO THE STATION ON RIGHT LOCATED ABOUT 4 M
 OH0215'(13.1 FT) HIGHER THAN AND ABOUT 32 M (105.0 FT) SOUTHWEST OF CUTBANK
 OH0215'ALONG INTERSTATE.
 OH0215'THE STATION IS LOCATED 32.2 M (105.6 FT) SOUTHWEST FROM THE
 OH0215'APPROXIMATE EDGE OF CUTBANK ALONG INTERSTATE 84, 14.5 M (47.6 FT)
 OH0215'EAST FROM IDA 80 65 RM 1, 5.8 M (19.0 FT) NORTHEAST OF A FIBERGLASS
 OH0215'WITNESS POST AND .3 M (1.0 FT) NORTHEAST OF INTERSTATE RIGHT-OF-WAY
 OH0215'FENCELINE.
 OH0215'STATION IS SET IN  A 12.5-CM ROUND CONCRETE POST PROJECTING 10-CM AND
 OH0215'APPEARS THAT IT MAY HAVE BEEN DISTURBED.
 OH0215'DESCRIBED BY D.L. SPRANGERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0670 ***********************************************************************
 QZ0670  DESIGNATION -  ANDERSON
 QZ0670  PID         -  QZ0670
 QZ0670  STATE/COUNTY-  ID/IDAHO
 QZ0670  USGS QUAD   -  ANDERSON BUTTE (1995)
 QZ0670
 QZ0670                         *CURRENT SURVEY CONTROL
 QZ0670  ___________________________________________________________________
 QZ0670* NAD 83(1992)-  45 53 15.14910(N)    115 19 52.73796(W)     ADJUSTED  
 QZ0670* NAVD 88     -      2088.2    (meters)    6851.     (feet)  VERTCON   
 QZ0670  ___________________________________________________________________
 QZ0670  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 QZ0670  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 QZ0670
 QZ0670  HORZ ORDER  -  THIRD
 QZ0670
 QZ0670.The horizontal coordinates were established by classical geodetic methods
 QZ0670.and adjusted by the National Geodetic Survey in July 1992..
 QZ0670
 QZ0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0670
 QZ0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0670
 QZ0670.The geoid height was determined by GEOID03.
 QZ0670
 QZ0670;                    North         East     Units Scale Factor Converg.
 QZ0670;SPC ID W     -   469,026.582   832,496.104   MT  0.99994631   +0 18 02.2
 QZ0670;UTM  11      - 5,082,906.526   629,471.034   MT  0.99980608   +1 11 53.7
 QZ0670
 QZ0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0670!SPC ID W     -   0.99967513  x   0.99994631  =   0.99962145
 QZ0670!UTM  11      -   0.99967513  x   0.99980608  =   0.99948127
 QZ0670
 QZ0670:                Primary Azimuth Mark                     Grid Az
 QZ0670:SPC ID W     -  ELK                                      082 01 00.3
 QZ0670:UTM  11      -  ELK                                      081 07 08.8
 QZ0670
 QZ0670|---------------------------------------------------------------------|
 QZ0670| PID    Reference Object                     Distance      Geod. Az  |
 QZ0670|                                                           dddmmss.s |
 QZ0670| QZ0652 ELK                                 APPROX.21.1 KM 0821902.5 |
 QZ0670| CH6326 ANDERSON RM 1                         4.718 METERS 22738     |
 QZ0670| CH6327 ANDERSON RM 2                         4.993 METERS 27513     |
 QZ0670|---------------------------------------------------------------------|
 QZ0670
 QZ0670                          SUPERSEDED SURVEY CONTROL
 QZ0670
 QZ0670  NAD 83(1986)-  45 53 15.15272(N)    115 19 52.73475(W) AD(       ) 3
 QZ0670  NAD 27      -  45 53 15.47785(N)    115 19 49.28166(W) AD(       ) 3
 QZ0670  NGVD 29 (07/19/86) 2087.0    (m)         6847.     (f) VERT ANG       
 QZ0670
 QZ0670.Superseded values are not recommended for survey control.
 QZ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0670.See file dsdata.txt to determine how the superseded data were derived.
 QZ0670
 QZ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL2947182907(NAD 83)
 QZ0670_MARKER: DD = SURVEY DISK
 QZ0670_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QZ0670
 QZ0670  HISTORY     - Date     Condition        Report By
 QZ0670  HISTORY     - 1965     MONUMENTED       USGS
 QZ0670
 QZ0670                          STATION DESCRIPTION
 QZ0670
 QZ0670'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 QZ0670'LOCATED ABOUT 10.5 MI E. OF ELK CITY, 9.5 MI NW. OF RED RIVER HOT
 QZ0670'SPRINGS.  ON ANDERSON BUTTE CENTERED UNDER ANDERSON BUTTE LOT.
 QZ0670'
 QZ0670'REACHED BY HELICOPTER.
 QZ0670'
 QZ0670'STATION MARK--STANDARD TABLET STAMPED---ANDERSON 1965---, SET IN
 QZ0670'CONCRETE UNDER CENTER OF LOT.
 QZ0670'
 QZ0670'RM 1--STANDARD RM TABLET UNSTAMPED, SET IN ROCK.
 QZ0670'
 QZ0670'RM 2--STANDARD RM TABLET STAMPED---RM 2 1965---, SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1020 ***********************************************************************
 TO1020  DESIGNATION -  ANDERSON
 TO1020  PID         -  TO1020
 TO1020  STATE/COUNTY-  ID/BONNER
 TO1020  USGS QUAD   -  ODEN BAY (1996)
 TO1020
 TO1020                         *CURRENT SURVEY CONTROL
 TO1020  ___________________________________________________________________
 TO1020* NAD 83(1992)-  48 15 00.49241(N)    116 22 34.03650(W)     ADJUSTED  
 TO1020* NAVD 88     -       630.     (meters)    2067.     (feet)  SCALED    
 TO1020  ___________________________________________________________________
 TO1020  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 TO1020  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TO1020
 TO1020  HORZ ORDER  -  SECOND
 TO1020
 TO1020.The horizontal coordinates were established by classical geodetic methods
 TO1020.and adjusted by the National Geodetic Survey in July 1992..
 TO1020
 TO1020.The orthometric height was scaled from a topographic map.
 TO1020
 TO1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1020
 TO1020.The geoid height was determined by GEOID03.
 TO1020
 TO1020;                    North         East     Units Scale Factor Converg.
 TO1020;SPC ID W     -   731,768.225   753,504.999   MT  0.99995989   -0 28 01.7
 TO1020;UTM  11      - 5,344,290.615   546,313.032   MT  0.99962635   +0 27 55.7
 TO1020
 TO1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1020!SPC ID W     -   0.99990392  x   0.99995989  =   0.99986381
 TO1020!UTM  11      -   0.99990392  x   0.99962635  =   0.99953031
 TO1020
 TO1020:                Primary Azimuth Mark                     Grid Az
 TO1020:SPC ID W     -  ELLIS                                    099 20 56.1
 TO1020:UTM  11      -  ELLIS                                    098 24 58.7
 TO1020
 TO1020|---------------------------------------------------------------------|
 TO1020| PID    Reference Object                     Distance      Geod. Az  |
 TO1020|                                                           dddmmss.s |
 TO1020| TO0981 ELLIS                               APPROX. 5.6 KM 0985254.4 |
 TO1020| TO1022 ANDERSON 2                           11.394 METERS 26216     |
 TO1020|---------------------------------------------------------------------|
 TO1020
 TO1020                          SUPERSEDED SURVEY CONTROL
 TO1020
 TO1020  NAD 83(1986)-  48 15 00.50288(N)    116 22 34.03014(W) AD(       ) 2
 TO1020  NAD 27      -  48 15 00.76465(N)    116 22 30.36079(W) AD(       ) 2
 TO1020
 TO1020.Superseded values are not recommended for survey control.
 TO1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1020.See file dsdata.txt to determine how the superseded data were derived.
 TO1020
 TO1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4631344291(NAD 83)
 TO1020_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1020
 TO1020  HISTORY     - Date     Condition        Report By
 TO1020  HISTORY     - 1947     MONUMENTED       CGS
 TO1020  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TO1020
 TO1020                          STATION DESCRIPTION
 TO1020
 TO1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO1020'THE STATION IS ON WEST SIDE OF PEND OREILLE LAKE ON ANDERSON
 TO1020'POINT ON GRAVEL BEACH.  A FRINGE OF TREES AND SOME OUTCROP
 TO1020'ARE IMMEDIATELY INSHORE.  BOTH FISHERMAN ISLAND AND PICARD
 TO1020'POINT ARE JUST VISIBLE FROM THIS ROUNDED POINT.  THE MARK
 TO1020'IS SET IN A CONCRETE CYLINDER BURIED IN GRAVEL BEACH 10 FEET
 TO1020'ABOVE MEAN WINTER LAKE LEVEL AND ABOUT 10 METERS FROM LAKE
 TO1020'EDGE.  THE STATION SHOULD BE VISITED BY BOAT.
 TO1020'
 TO1020'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION IN TOP OF GRAY
 TO1020'OUTCROP ABOUT 8 FEET HIGHER THAN STATION AND ABOUT 15 METERS
 TO1020'FROM LAKE EDGE.
 TO1020'
 TO1020'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION IN GRAY BOULDER
 TO1020'BURIED FLUSH WITH GROUND ABOUT THE SAME ELEVATION AS STATION
 TO1020'AND ABOUT 10 METERS FROM LAKE EDGE.
 TO1020
 TO1020                          STATION RECOVERY (1948)
 TO1020
 TO1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (ERM)
 TO1020'THE STATION WAS RECOVERED IN GOOD CONDITION BUT A NEW STATION
 TO1020'WAS ESTABLISHED BECAUSE THE PROPOSED POWER PROJECT AT ALBENI
 TO1020'FALLS WILL RAISE THE LAKE LEVEL.  ONLY THE REFERENCE MARKS
 TO1020'WERE REMOVED.  THE NEW STATION IS ANDERSON 2, 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1022 ***********************************************************************
 TO1022  DESIGNATION -  ANDERSON 2
 TO1022  PID         -  TO1022
 TO1022  STATE/COUNTY-  ID/BONNER
 TO1022  USGS QUAD   -  ODEN BAY (1996)
 TO1022
 TO1022                         *CURRENT SURVEY CONTROL
 TO1022  ___________________________________________________________________
 TO1022* NAD 83(1992)-  48 15 00.44272(N)    116 22 34.58379(W)     ADJUSTED  
 TO1022* NAVD 88     -       630.     (meters)    2067.     (feet)  VERTCON   
 TO1022  ___________________________________________________________________
 TO1022  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 TO1022  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TO1022
 TO1022  HORZ ORDER  -  SECOND
 TO1022
 TO1022.The horizontal coordinates were established by classical geodetic methods
 TO1022.and adjusted by the National Geodetic Survey in July 1992..
 TO1022
 TO1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1022
 TO1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1022
 TO1022.The geoid height was determined by GEOID03.
 TO1022
 TO1022;                    North         East     Units Scale Factor Converg.
 TO1022;SPC ID W     -   731,766.782   753,493.698   MT  0.99995990   -0 28 02.1
 TO1022;UTM  11      - 5,344,288.990   546,301.759   MT  0.99962634   +0 27 55.2
 TO1022
 TO1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1022!SPC ID W     -   0.99990392  x   0.99995990  =   0.99986382
 TO1022!UTM  11      -   0.99990392  x   0.99962634  =   0.99953030
 TO1022
 TO1022|---------------------------------------------------------------------|
 TO1022| PID    Reference Object                     Distance      Geod. Az  |
 TO1022|                                                           dddmmss.s |
 TO1022| CH6325 ANDERSON 2 RM 4                       6.037 METERS 00220     |
 TO1022| CH6324 ANDERSON 2 RM 2                       5.856 METERS 00551     |
 TO1022| TO1018 ANDERSON PT LT                       29.904 METERS 04724     |
 TO1022| TO1020 ANDERSON                             11.394 METERS 08216     |
 TO1022| TO0981 ELLIS                               APPROX. 5.6 KM 0985053.6 |
 TO1022| CH6323 ANDERSON 2 RM 1                       6.026 METERS 10707     |
 TO1022|---------------------------------------------------------------------|
 TO1022
 TO1022                          SUPERSEDED SURVEY CONTROL
 TO1022
 TO1022  NAD 83(1986)-  48 15 00.45319(N)    116 22 34.57742(W) AD(       ) 2
 TO1022  NAD 27      -  48 15 00.71495(N)    116 22 30.90813(W) AD(       ) 2
 TO1022  NGVD 29 (07/19/86)  629.     (m)         2064.     (f) VERT ANG       
 TO1022
 TO1022.Superseded values are not recommended for survey control.
 TO1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1022.See file dsdata.txt to determine how the superseded data were derived.
 TO1022
 TO1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4630244289(NAD 83)
 TO1022_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1022_SETTING: 66 = SET IN ROCK OUTCROP
 TO1022
 TO1022  HISTORY     - Date     Condition        Report By
 TO1022  HISTORY     - 1948     MONUMENTED       CGS
 TO1022
 TO1022                          STATION DESCRIPTION
 TO1022
 TO1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 TO1022'THE STATION IS ON WEST SIDE OF PEND OREILLE LAKE ON ANDERSON
 TO1022'PT.  THE STATION IS ON HIGH OUTCROP INSIDE TREE FRINGE AND WILL
 TO1022'SEE HALFWAY FROM THE PACK RIVER FLATS TO SUNNYSIDE TO THE WESTWARD
 TO1022'AND WARREN ISLAND TO THE SOUTHEASTWARD.  THE MARK IS IN OUTCROP
 TO1022'19 FT. ABOVE MEAN WINTER LAKE LEVEL AND ABOUT 15 METERS FROM
 TO1022'WATERS EDGE.  THE STATION SHOULD BE VISITED BY BOAT.
 TO1022'
 TO1022'R.M. NO. 1 IS SOUTHEAST OF STATION IN OUTCROP.
 TO1022'
 TO1022'R.M. NO. 2 IS NORTH OF STATION IN OUTCROP.
 TO1022'
 TO1022'R.M. NO. 3 IS OLD STATION ANDERSON, 1947 (NOT REMOVED) AND
 TO1022'IS IN CONCRETE CYLINDER 13 FT. LOWER THAN STATION.  THIS
 TO1022'MARK WILL BE COVERED IF THE PROPOSED POWER PROJECT AT ALBENI
 TO1022'FALLS RAISES THE LAKE LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0641 ***********************************************************************
 QY0641  DESIGNATION -  ANDERSON MOUNTAIN
 QY0641  PID         -  QY0641
 QY0641  STATE/COUNTY-  ID/LEMHI
 QY0641  USGS QUAD   -  GIBBONSVILLE (1994)
 QY0641
 QY0641                         *CURRENT SURVEY CONTROL
 QY0641  ___________________________________________________________________
 QY0641* NAD 83(1992)-  45 36 52.73308(N)    113 54 34.41342(W)     ADJUSTED  
 QY0641* NAVD 88     -      2450.0    (meters)    8038.     (feet)  VERTCON   
 QY0641  ___________________________________________________________________
 QY0641  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 QY0641  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 QY0641
 QY0641  HORZ ORDER  -  THIRD
 QY0641
 QY0641.The horizontal coordinates were established by classical geodetic methods
 QY0641.and adjusted by the National Geodetic Survey in July 1992..
 QY0641
 QY0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0641
 QY0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0641
 QY0641.The geoid height was determined by GEOID03.
 QY0641
 QY0641;                    North         East     Units Scale Factor Converg.
 QY0641;SPC ID C     -   438,622.365   507,053.940   MT  0.99994798   +0 03 52.7
 QY0641;UTM  12      - 5,055,351.782   273,149.208   MT  1.00023273   -2 04 48.7
 QY0641
 QY0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0641!SPC ID C     -   0.99961810  x   0.99994798  =   0.99956610
 QY0641!UTM  12      -   0.99961810  x   1.00023273  =   0.99985074
 QY0641
 QY0641                          SUPERSEDED SURVEY CONTROL
 QY0641
 QY0641  NAD 83(1991)-  45 36 52.72922(N)    113 54 34.40535(W) AD(       ) 3
 QY0641  NGVD 29 (04/27/92) 2448.7    (m)         8034.     (f) VERT ANG       
 QY0641
 QY0641.Superseded values are not recommended for survey control.
 QY0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0641.See file dsdata.txt to determine how the superseded data were derived.
 QY0641
 QY0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR7314955352(NAD 83)
 QY0641_MARKER: DS = TRIANGULATION STATION DISK
 QY0641_SETTING: 0 = UNSPECIFIED SETTING
 QY0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0641
 QY0641  HISTORY     - Date     Condition        Report By
 QY0641  HISTORY     - 1966     MONUMENTED       USGS
 QY0641
 QY0641                          STATION DESCRIPTION
 QY0641
 QY0641'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 QY0641'STATION IS LOCATED ON A TIMBER COVERED MOUNTAIN KNOWN LOCALLY AS
 QY0641'ANDERSON MOUNTAIN ABOUT 5 MI. N. OF GIBBONSVILLE, IDAHO, AT THE
 QY0641'SITE OF THE OLD ANDERSON MOUNTAIN L.O.T., WHICH HAS BEEN REMOVED.
 QY0641'
 QY0641'THE STATION WAS REACHED BY HELICOPTER BUT CAN ALSO BE REACHED BY
 QY0641'ROAD.
 QY0641'
 QY0641'STATION MARK - - STANDARD USGS TABLET SET IN A 2 X 2 FT. BASE
 QY0641'OF THE OLD LOOKOUT TOWER PROJECTING 0.5 FT. ABOVE GROUND,
 QY0641'STAMPED--- ANDERSON MT-ET 1966 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1018 ***********************************************************************
 TO1018  DESIGNATION -  ANDERSON PT LT
 TO1018  PID         -  TO1018
 TO1018  STATE/COUNTY-  ID/BONNER
 TO1018  USGS QUAD   -  TROUT PEAK (1989)
 TO1018
 TO1018                         *CURRENT SURVEY CONTROL
 TO1018  ___________________________________________________________________
 TO1018* NAD 83(1992)-  48 15 01.09807(N)    116 22 33.51677(W)     ADJUSTED  
 TO1018* NAVD 88     -                                                        
 TO1018  ___________________________________________________________________
 TO1018  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 TO1018  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TO1018
 TO1018  HORZ ORDER  -  THIRD
 TO1018
 TO1018.The horizontal coordinates were established by classical geodetic methods
 TO1018.and adjusted by the National Geodetic Survey in July 1992..
 TO1018
 TO1018
 TO1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1018
 TO1018.The geoid height was determined by GEOID03.
 TO1018
 TO1018;                    North         East     Units Scale Factor Converg.
 TO1018;SPC ID W     -   731,786.843   753,515.873   MT  0.99995987   -0 28 01.3
 TO1018;UTM  11      - 5,344,309.402   546,323.597   MT  0.99962637   +0 27 56.0
 TO1018
 TO1018                          SUPERSEDED SURVEY CONTROL
 TO1018
 TO1018  NAD 83(1986)-  48 15 01.10827(N)    116 22 33.51128(W) AD(       ) 4
 TO1018  NAD 27      -  48 15 01.37162(N)    116 22 29.84188(W) AD(       ) 3
 TO1018
 TO1018.Superseded values are not recommended for survey control.
 TO1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1018.See file dsdata.txt to determine how the superseded data were derived.
 TO1018
 TO1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4632444309(NAD 83)
 TO1018_MARKER: 14 = NAVIGATION LIGHT
 TO1018
 TO1018  HISTORY     - Date     Condition        Report By
 TO1018  HISTORY     - 1972     FIRST OBSERVED   NGS
 TO1018
 TO1018                          STATION DESCRIPTION
 TO1018
 TO1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 TO1018'THE STATION IS THE RED NAVIGATION LIGHT ON A WHITE PLATFORM ATOP
 TO1018'PILING, LOCATED ABOUT 25 YARDS OFFSHORE FROM ANDERSON POINT, ON THE
 TO1018'SOUTHWEST SIDE OF LAKE PEND OREILLE, ABOUT 9 MILES EAST OF
 TO1018'SANDPOINT, AND AT THE POINT WHERE THE LAKESHORE MAKES ALMOST A
 TO1018'NINETY DEGREE TURN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0698 ***********************************************************************
 QA0698  DESIGNATION -  ANDERSON RESET
 QA0698  PID         -  QA0698
 QA0698  STATE/COUNTY-  ID/CUSTER
 QA0698  USGS QUAD   -  HORSE BASIN (1967)
 QA0698
 QA0698                         *CURRENT SURVEY CONTROL
 QA0698  ___________________________________________________________________
 QA0698* NAD 83(1992)-  44 11 51.93848(N)    114 01 26.40885(W)     ADJUSTED  
 QA0698* NAVD 88     -      2847.8    (meters)    9343.     (feet)  VERTCON   
 QA0698  ___________________________________________________________________
 QA0698  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 QA0698  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 QA0698
 QA0698  HORZ ORDER  -  FIRST
 QA0698
 QA0698.The horizontal coordinates were established by classical geodetic methods
 QA0698.and adjusted by the National Geodetic Survey in July 1992..
 QA0698
 QA0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0698
 QA0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0698
 QA0698.The geoid height was determined by GEOID03.
 QA0698
 QA0698;                    North         East     Units Scale Factor Converg.
 QA0698;SPC ID C     -   281,168.336   498,081.361   MT  0.99994741   -0 01 00.2
 QA0698;UTM  11      - 4,898,145.537   737,807.151   MT  1.00029557   +2 04 32.3
 QA0698;UTM  12      - 4,898,285.691   258,356.752   MT  1.00031819   -2 06 33.0
 QA0698
 QA0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0698!SPC ID C     -   0.99955549  x   0.99994741  =   0.99950292
 QA0698!UTM  11      -   0.99955549  x   1.00029557  =   0.99985092
 QA0698!UTM  12      -   0.99955549  x   1.00031819  =   0.99987353
 QA0698
 QA0698|---------------------------------------------------------------------|
 QA0698| PID    Reference Object                     Distance      Geod. Az  |
 QA0698|                                                           dddmmss.s |
 QA0698| CD4194 ANDERSON RM CROSS EAST                1.585 METERS 08254     |
 QA0698| CD4190 ANDERSON AZ MK                                     2003542.2 |
 QA0698| CD4191 ANDERSON RM 1                         2.404 METERS 20733     |
 QA0698| CD4192 ANDERSON RM CROSS SW                  3.097 METERS 26135     |
 QA0698| CD4193 9340 VA                               1.932 METERS 35641     |
 QA0698|---------------------------------------------------------------------|
 QA0698
 QA0698                          SUPERSEDED SURVEY CONTROL
 QA0698
 QA0698  NAD 83(1986)-  44 11 51.93683(N)    114 01 26.40199(W) AD(       ) 1
 QA0698  NAD 27      -  44 11 52.22431(N)    114 01 23.24621(W) AD(       ) 1
 QA0698  NGVD 29 (07/19/86) 2846.4    (m)         9339.     (f) VERT ANG       
 QA0698
 QA0698.Superseded values are not recommended for survey control.
 QA0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0698.See file dsdata.txt to determine how the superseded data were derived.
 QA0698
 QA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ3780798146(NAD 83)
 QA0698_MARKER: DD = SURVEY DISK
 QA0698_SETTING: 66 = SET IN ROCK OUTCROP
 QA0698_SP_SET: PARTIALLY EXPOSED BEDROCK
 QA0698
 QA0698  HISTORY     - Date     Condition        Report By
 QA0698  HISTORY     - 1915     MONUMENTED       USGS
 QA0698  HISTORY     - 1932     GOOD             USGS
 QA0698  HISTORY     - 1956     GOOD             USGS
 QA0698  HISTORY     - 1965     GOOD             CGS
 QA0698  HISTORY     - 1967     GOOD             USGS
 QA0698
 QA0698                          STATION DESCRIPTION
 QA0698
 QA0698'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 QA0698'LOCATED 6 MI SW. OF DICKEY.  ON HIGHEST ROCKY-TOPPED GRASSY HILL
 QA0698'ON DIVIDE BETWEEN WORM SPRINGS AND JOE ANDERSONS FORK OF ROAD
 QA0698'CANYON CREEK (NEAR THEIR HEADS), ABOUT 0.5 MI W. OF MAIN DIVIDE
 QA0698'BETWEEN SALMON AND LOST RIVERS.
 QA0698'
 QA0698'STATION MARK--STANDARD TABLET, UNSTAMPED, IN SOLID ROCK,
 QA0698'CENTERED UNDER LARGE MONUMENT.
 QA0698'
 QA0698'RM 1--CHISELED CROSS ON SOLID ROCK SW.
 QA0698'
 QA0698'RM 2--CHISELED CROSS ON SOLID ROCK E.
 QA0698
 QA0698                          STATION RECOVERY (1932)
 QA0698
 QA0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1932
 QA0698'RECOVERED AS DESCRIBED.  DICKEY REFERRED TO IN
 QA0698'1915 IS EVIDENTLY STATION DICKEY PEAK.  STATION IS 7 MI NW. OF
 QA0698'TOWN OF DICKEY.
 QA0698'
 QA0698'STATION MARK--STANDARD TABLET STAMPED---ANDERSON 1932---, CEMENTED
 QA0698'IN ROCK LEDGE UNDER CENTER OF ROCK CAIRN.
 QA0698'
 QA0698'RM 1--STANDARD BRONZE RM TABLET STAMPED---ANDERSON 1932---,
 QA0698'CEMENTED IN ROCK LEDGE, 1.3 FT LOWER THAN STATION MARK.
 QA0698'
 QA0698'RM 2--CHISELED CROSS ON ROCK LEDGE, 1.1 FT LOWER THAN STATION
 QA0698'MARK (RM 1 IN 1915).
 QA0698'
 QA0698'RM 3--BRONZE VABM TABLET STAMPED---VA 9340---, CEMENTED IN ROCK
 QA0698'LEDGE, 0.2 FT LOWER THAN STATION MARK.
 QA0698'
 QA0698'RM 4--CHISELED CROSS ON ROCK LEDGE (RM 2 IN 1915).
 QA0698
 QA0698                          STATION RECOVERY (1956)
 QA0698
 QA0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 QA0698'RECOVERED IN GOOD CONDITION.
 QA0698'
 QA0698'TO REACH FROM CHALLIS, DRIVE 21.6 MI S. ON U.S. HWY. 93 TO X-RDS.
 QA0698'AT NORTH END OF GRADE RUNNING S. TO WILLOW CREEK SUMMIT AND SIGN
 QA0698'SHEEP CR. ROAD LEFT.  TURN RIGHT FOLLOWING GRADED ROAD UP
 QA0698'CANYON 7.5 MI TO SADDLE NEAR SMALL CORRAL.  TURN RIGHT FOLLOWING
 QA0698'DIM TRACK UP RIDGE 1.4 MI.  TURN RIGHT CROSS-COUNTRY NORTHERLY
 QA0698'ACROSS SADDLE 1.0 MI TO ROCK OUTCROP AND END OF ROAD FOR 2-WHEEL
 QA0698'DRIVE.  WITH 4-WHEEL DRIVE DRIVE UP SLOPE ON WEST SIDE OF OUTCROP
 QA0698'AND CONTINUE NORTHERLY 1.0 MI TO HIGHEST POINT OF TOP AND
 QA0698'STATION.
 QA0698
 QA0698                          STATION RECOVERY (1965)
 QA0698
 QA0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 QA0698'THE STATION IS LOCATED ABOUT 30 MILES NORTHWEST OF MACKEY, 23
 QA0698'MILES SOUTH-SOUTHEAST OF CHALLIS, 7 MILES NORTHWEST OF DICKEY,
 QA0698'3 MILES SOUTHWEST OF THE SUMMIT OF WILLOW CREEK PASS AND ON A
 QA0698'ROCK OUTCROP WHICH IS ON THE HIGHEST ONE OF A GROUP OF BARE,
 QA0698'GRASSY HILLS.
 QA0698'
 QA0698'TO REACH THE STATION FROM THE POST OFFICE IN MACKEY, GO WEST FOR
 QA0698'1/2 BLOCK.  TURN RIGHT AND GO NORTHWEST ON U.S. HIGHWAY 93
 QA0698'ALTERNATE FOR 22.5 MILES TO THE MOUNT BORAH HISTORICAL MARKER
 QA0698'SIGN ON THE RIGHT.  CONTINUE NORTHWEST ON U.S. HIGHWAY 93
 QA0698'ALTERNATE FOR 10.45 MILES TO A TRACK CROSSROAD AND A SIGN ON THE
 QA0698'RIGHT SHEEP CREEK ROAD.  TURN LEFT AND GO WEST FOR 50 YARDS TO A
 QA0698'FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST ON A TRACK ROAD FOR
 QA0698'5.25 MILES TO A 3-WAY FORK.  TAKE THE MIDDLE FORK AND FOLLOW
 QA0698'A TRACK ROAD UPGRADE FOR 2.25 MILES TO A FORK AT THE TOP OF A
 QA0698'SADDLE.  TAKE THE RIGHT FORK AND FOLLOW A TRACK ROAD UPGRADE
 QA0698'FOR 1.2 MILES TO A FORK AT THE TOP OF THE RIDGE, JUST SOUTH OF
 QA0698'A LOW KNOLL.  TAKE THE RIGHT FORK AND GO NORTHERLY DOWN
 QA0698'THROUGH A SADDLE AND UP ANOTHER RIDGE FOR 1.0 MILE TO THE
 QA0698'AZIMUTH MARK ON THE HIGHEST POINT OF A ROCK OUTCROP.  (A 4-WHEEL
 QA0698'DRIVE VEHICLE IS REQUIRED TO REACH THE STATION FROM THIS
 QA0698'POINT).  BEAR LEFT AROUND THE ROCKY POINT, THEN RIGHT
 QA0698'ALONG THE TOP OF THE RIDGE, WEST, FOR 0.25 MILE.  TURN RIGHT
 QA0698'AND GO NORTHEAST, DOWN GRADE, INTO A SADDLE.  CONTINUE
 QA0698'NORTHEAST UP A STEEP RIDGE FOR A TOTAL OF 0.5 MILE TO THE
 QA0698'CREST OF THE RIDGE.  TURN LEFT AND GO NORTHERLY ALONG
 QA0698'THE TOP OF THE RIDGE FOR 0.2 MILE TO THE HIGHEST POINT OF THE
 QA0698'RIDGE AND THE STATION.
 QA0698'
 QA0698'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 QA0698'STAMPED ANDERSON 1932, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 QA0698'BEDROCK THAT PROJECTS 1 INCH AND IS ON THE HIGHEST POINT OF THE
 QA0698'HILL.
 QA0698'
 QA0698'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 QA0698'DISK STAMPED ANDERSON 1932, CEMENTED IN A DRILL HOLE IN
 QA0698'OUTCROPPING BEDROCK THAT PROJECTS 8 INCHES AND IS 2 FEET LOWER
 QA0698'IN ELEVATION THAN THE STATION MARK.
 QA0698'
 QA0698'REFERENCE MARK 2 IS A U.S. GEOLOGICAL BENCH MARK DISK STAMPED
 QA0698'V A 9340, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 QA0698'PROJECTS 8 INCHES AND IS THE SAME ELEVATION AS THE STATION
 QA0698'MARK.
 QA0698'
 QA0698'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ANDERSON USGS 1965,
 QA0698'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 5
 QA0698'FEET.  IT IS 4 FEET WEST OF A CAIRN THAT IS 4 FEET HIGH.
 QA0698
 QA0698                          STATION RECOVERY (1967)
 QA0698
 QA0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QA0698'NOTE--IN 1932 USGS RECOVERED AND STAMPED THE TABLET ---ANDERSON
 QA0698'1932--- AND SET FOUR REFERENCE MARKS.
 QA0698'
 QA0698'ALL MARKS EXCEPT REFERENCE MARK NO. 4 WERE
 QA0698'RECOVERED AS DESCRIBED, REFERENCE MARK 4, A CHISELED CROSS WAS NOT
 QA0698'RECOVERED, ALTHOUGH AZIMUTH AND DISTANCE WERE CAREFULLY REPEATED
 QA0698'IN THE SEARCH FOR IT.  NEW DISTANCES AND AZIMUTHS WERE MEASURED
 QA0698'FOR THE MARKS FOUND AND ARE REPORTED BELOW.  A NEW --TO REACH--
 QA0698'FOLLOWS--
 QA0698'
 QA0698'TO REACH FROM CHALLIS, DRIVE S. ON U.S. HIGHWAY 93 FOR 21.6 MI. TO
 QA0698'X-RDS. AT THE N. END OF THE GRADE RUNNING S. TO WILLOW CREEK SUMMIT
 QA0698'(SIGN --SHEEP CR. ROAD-- ON LEFT), TURN RIGHT AND FOLLOW GRADED RD.
 QA0698'UP CANYON 7.5 MI. TO SADDLE NEAR SMALL CORRAL, TURN RIGHT AND
 QA0698'FOLLOW DIM TRACK UP RIDGE 1.4 MI., TURN RIGHT AND DRIVE
 QA0698'CROSS-COUNTRY NORTHERLY ACROSS SADDLE 1.0 MI. TO ROCK OUTCROP AND
 QA0698'END OF RD. FOR 2-WHEEL DRIVE TRUCK.  WITH 4WD TRUCK, DRIVE UP SLOPE
 QA0698'ON W. SIDE OF OUTCROP AND CONTINUE NORTHERLY 1.0 MI. TO HIGHEST
 QA0698'POINT OF TOP AND STATION.
 QA0698'
 QA0698'STATION MARK--STANDARD TABLET STAMPED ---ANDERSON 1932--- SET IN
 QA0698'BEDROCK.
 QA0698'
 QA0698'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 QA0698'---ANDERSON 1932--- SET IN ROCK, 7.83 FT. FROM STATION MARK AND
 QA0698'1.3 FT. LOWER, S 27 DEG 29 MIN W.
 QA0698'
 QA0698'REFERENCE MARK NO. 2--CHISELED CROSS, 10.16 FT. FROM STATION MARK
 QA0698'AND 1.1 FT. LOWER, S 81 DEG 35 MIN W.
 QA0698'
 QA0698'REFERENCE MARK NO. 3--STANDARD TABLET STAMPED ---VA 9340--- SET IN
 QA0698'ROCK, 6.34 FT. FROM STATION MARK AND 0.2 FT. LOWER,
 QA0698'N 03 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0723 ***********************************************************************
 NU0723  DESIGNATION -  ANITA
 NU0723  PID         -  NU0723
 NU0723  STATE/COUNTY-  ID/POWER
 NU0723  USGS QUAD   -  WHEATGRASS BENCH (1971)
 NU0723
 NU0723                         *CURRENT SURVEY CONTROL
 NU0723  ___________________________________________________________________
 NU0723* NAD 83(1986)-  42 51 59.     (N)    112 41 58.     (W)     SCALED    
 NU0723* NAVD 88     -      1358.258  (meters)    4456.22   (feet)  ADJUSTED  
 NU0723  ___________________________________________________________________
 NU0723  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 NU0723  DYNAMIC HT  -        1357.483 (meters)    4453.68  (feet)  COMP
 NU0723  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 NU0723
 NU0723  VERT ORDER  -  SECOND    CLASS 0
 NU0723
 NU0723.The horizontal coordinates were scaled from a topographic map and have
 NU0723.an estimated accuracy of +/- 6 seconds.
 NU0723
 NU0723.The orthometric height was determined by differential leveling
 NU0723.and adjusted by the National Geodetic Survey in June 1991..
 NU0723
 NU0723.The geoid height was determined by GEOID03.
 NU0723
 NU0723.The dynamic height is computed by dividing the NAVD 88
 NU0723.geopotential number by the normal gravity value computed on the
 NU0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0723.degrees latitude (g = 980.6199 gals.).
 NU0723
 NU0723.The modeled gravity was interpolated from observed gravity values.
 NU0723
 NU0723;                    North         East    Units  Estimated Accuracy
 NU0723;SPC ID E     -   133,390.      156,470.      MT  (+/- 180 meters Scaled)
 NU0723
 NU0723                          SUPERSEDED SURVEY CONTROL
 NU0723
 NU0723  NGVD 29 (??/??/92) 1357.22   (m)         4452.8    (f) COMPUTED    2 0
 NU0723
 NU0723.Superseded values are not recommended for survey control.
 NU0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0723.See file dsdata.txt to determine how the superseded data were derived.
 NU0723
 NU0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN611473(NAD 83)
 NU0723_MARKER: DD = SURVEY DISK
 NU0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0723_STAMPING: ANITA 1959
 NU0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0723+STABILITY: SURFACE MOTION
 NU0723
 NU0723  HISTORY     - Date     Condition        Report By
 NU0723  HISTORY     - 1959     MONUMENTED       BIA
 NU0723  HISTORY     - 1970     GOOD             NGS
 NU0723  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0723
 NU0723                          STATION DESCRIPTION
 NU0723
 NU0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NU0723'10.0 MI E FROM AMERICAN FALLS.
 NU0723'2.0 MILES SOUTHWEST OF THE SCHILLER RAILROAD SIDING, 0.15 MILE SOUTH
 NU0723'OF THE RAILROAD TRACKS, AND 11 FEET SOUTHWEST OF A METAL WITNESS POST
 NU0723'SET AT TRAVERSE STATION IDA 15 W-20 1960.  IT IS A BUREAU OF INDIAN
 NU0723'AFFAIRS DISK SET IN 6-INCH SQUARE CONCRETE POST THAT IS 5 INCHES BELOW
 NU0723'THE SURFACE.
 NU0723
 NU0723                          STATION RECOVERY (1983)
 NU0723
 NU0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0723'NOT RECOVERED.  AREA DESCRIBED NOW UNDER CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1618 ***********************************************************************
 NU1618  DESIGNATION -  ANITA
 NU1618  PID         -  NU1618
 NU1618  STATE/COUNTY-  ID/POWER
 NU1618  USGS QUAD   -  WHEATGRASS BENCH (1971)
 NU1618
 NU1618                         *CURRENT SURVEY CONTROL
 NU1618  ___________________________________________________________________
 NU1618* NAD 83(1992)-  42 51 58.99821(N)    112 41 57.37460(W)     ADJUSTED  
 NU1618* NAVD 88     -      1358.26   (+/-2cm)    4456.2    (feet)  VERTCON   
 NU1618  ___________________________________________________________________
 NU1618  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 NU1618  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 NU1618
 NU1618  HORZ ORDER  -  SECOND
 NU1618  VERT ORDER  -  THIRD ? (See Below)
 NU1618
 NU1618.The horizontal coordinates were established by classical geodetic methods
 NU1618.and adjusted by the National Geodetic Survey in July 1992..
 NU1618
 NU1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1618.The vertical order pertains to the NGVD 29 superseded value.
 NU1618
 NU1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1618
 NU1618.The geoid height was determined by GEOID03.
 NU1618
 NU1618;                    North         East     Units Scale Factor Converg.
 NU1618;SPC ID E     -   133,393.845   156,479.210   MT  0.99997066   -0 21 44.4
 NU1618;UTM  12      - 4,747,378.116   361,193.964   MT  0.99983703   -1 09 22.3
 NU1618
 NU1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1618!SPC ID E     -   0.99978912  x   0.99997066  =   0.99975978
 NU1618!UTM  12      -   0.99978912  x   0.99983703  =   0.99962618
 NU1618
 NU1618                          SUPERSEDED SURVEY CONTROL
 NU1618
 NU1618  NAD 83(1986)-  42 51 58.99304(N)    112 41 57.36185(W) AD(       ) 2
 NU1618  NAD 27      -  42 51 59.31170(N)    112 41 54.39880(W) AD(       ) 2
 NU1618  NGVD 29 (07/19/86) 1357.22   (m)         4452.8    (f) LEVELING    3  
 NU1618
 NU1618.Superseded values are not recommended for survey control.
 NU1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1618.See file dsdata.txt to determine how the superseded data were derived.
 NU1618
 NU1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN6119447378(NAD 83)
 NU1618_MARKER: DD = SURVEY DISK
 NU1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1618+STABILITY: SURFACE MOTION
 NU1618
 NU1618  HISTORY     - Date     Condition        Report By
 NU1618  HISTORY     - 1959     MONUMENTED       DI
 NU1618  HISTORY     - 1970     GOOD             NGS
 NU1618
 NU1618                          STATION DESCRIPTION
 NU1618
 NU1618'DESCRIBED BY US DEPARTMENT OF INTERIOR 1959
 NU1618'ANITA 1959 (BIA) IS A METAL DISK OF THE BUREAU OF INDIAN AFFAIRS
 NU1618'SET IN A 6-INCH SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 NU1618'AREA AND STAMPED ANITA 1959.
 NU1618
 NU1618                          STATION RECOVERY (1970)
 NU1618
 NU1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NU1618'2.0 MILES SOUTHWEST OF THE SCHILLER RAILROAD SIDING, 0.15 MILE
 NU1618'SOUTH OF THE RAILROAD TRACKS, AND 11 FEET SOUTHWEST OF A
 NU1618'METAL WITNESS POST SET AT TRAVERSE STATION IDA 15 W-20 1960.
 NU1618'IT IS A BUREAU OF INDIAN AFFAIRS DISK SET IN 6-INCH SQUARE
 NU1618'CONCRETE POST THAT IS 5 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0308 ***********************************************************************
 OH0308  DESIGNATION -  ANT B
 OH0308  PID         -  OH0308
 OH0308  STATE/COUNTY-  ID/OWYHEE
 OH0308  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0308
 OH0308                         *CURRENT SURVEY CONTROL
 OH0308  ___________________________________________________________________
 OH0308* NAD 83(1992)-  43 03 40.64085(N)    116 15 57.24207(W)     ADJUSTED  
 OH0308* NAVD 88     -       798.309  (meters)    2619.12   (feet)  ADJUSTED  
 OH0308  ___________________________________________________________________
 OH0308  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 OH0308  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 OH0308  DYNAMIC HT  -         797.978 (meters)    2618.03  (feet)  COMP
 OH0308  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 OH0308
 OH0308  HORZ ORDER  -  THIRD
 OH0308  VERT ORDER  -  SECOND    CLASS 0
 OH0308
 OH0308.The horizontal coordinates were established by classical geodetic methods
 OH0308.and adjusted by the National Geodetic Survey in July 1992..
 OH0308
 OH0308.The orthometric height was determined by differential leveling
 OH0308.and adjusted by the National Geodetic Survey in June 1991..
 OH0308
 OH0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0308
 OH0308.The geoid height was determined by GEOID03.
 OH0308
 OH0308.The dynamic height is computed by dividing the NAVD 88
 OH0308.geopotential number by the normal gravity value computed on the
 OH0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0308.degrees latitude (g = 980.6199 gals.).
 OH0308
 OH0308.The modeled gravity was interpolated from observed gravity values.
 OH0308
 OH0308;                    North         East     Units Scale Factor Converg.
 OH0308;SPC ID W     -   155,034.015   757,977.566   MT  0.99995505   -0 21 08.1
 OH0308;UTM  11      - 4,767,882.355   559,775.841   MT  0.99964396   +0 30 04.5
 OH0308
 OH0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0308!SPC ID W     -   0.99987750  x   0.99995505  =   0.99983255
 OH0308!UTM  11      -   0.99987750  x   0.99964396  =   0.99952150
 OH0308
 OH0308|---------------------------------------------------------------------|
 OH0308| PID    Reference Object                     Distance      Geod. Az  |
 OH0308|                                                           dddmmss.s |
 OH0308| OH0311 FLY B                               296.924 METERS 09147     |
 OH0308| CD5299 HUNKER                                             2331010.4 |
 OH0308| OH0307 ANT B RM 2                           19.065 METERS 26943     |
 OH0308| OH0306 ANT B RM 1                           16.152 METERS 35724     |
 OH0308|---------------------------------------------------------------------|
 OH0308
 OH0308                          SUPERSEDED SURVEY CONTROL
 OH0308
 OH0308  NAD 83(1986)-  43 03 40.64145(N)    116 15 57.23720(W) AD(       ) 3
 OH0308  NAD 27      -  43 03 41.04140(N)    116 15 53.85650(W) AD(       ) 3
 OH0308  NGVD 29 (??/??/92)  797.43   (m)         2616.2    (f) COMPUTED    2 0
 OH0308
 OH0308.Superseded values are not recommended for survey control.
 OH0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0308.See file dsdata.txt to determine how the superseded data were derived.
 OH0308
 OH0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH5977667882(NAD 83)
 OH0308_MARKER: DS = TRIANGULATION STATION DISK
 OH0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0308_STAMPING: ANT B 1961
 OH0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0308+STABILITY: SURFACE MOTION
 OH0308
 OH0308  HISTORY     - Date     Condition        Report By
 OH0308  HISTORY     - 1961     MONUMENTED       CGS
 OH0308  HISTORY     - 1961     GOOD             CGS
 OH0308
 OH0308                          STATION DESCRIPTION
 OH0308
 OH0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 OH0308'THE STATION IS ABOUT 11-1/2 MILES NORTHWEST OF GRAND VIEW,
 OH0308'2-1/2 MILES SOUTHWEST OF THE SNAKE RIVER, 6-1/2 MILES
 OH0308'WEST-SOUTHWEST OF OREANA AND ON LAND OWNED BY THE BUREAU OF LAND
 OH0308'MANAGEMENT.
 OH0308'
 OH0308'TO REACH THE STATION FROM THE POST OFFICE IN GRAND VIEW, GO
 OH0308'SOUTHWEST ON A PAVED ROAD FOR 0.55 MILE TO A FORK.  BEAR RIGHT
 OH0308'AND CONTINUE NORTHWEST ON A PAVED ROAD FOR 8.7 MILES TO A PAVED
 OH0308'SIDE ROAD ON THE RIGHT AT A SIGN NAMPA 47 MI.  TURN RIGHT AND
 OH0308'GO NORTH ON THE PAVED ROAD FOR 1.6 MILES TO A TRACK ROAD
 OH0308'ON THE LEFT.  TURN LEFT, CROSS A DITCH AND GO SOUTHERLY ON
 OH0308'A TRACK ROAD FOR 0.2 MILE TO TRIANGULATION STATION FLY-B
 OH0308'ON THE LEFT.  TURN RIGHT AND GO WEST, CROSS COUNTRY FOR 0.2
 OH0308'MILE TO THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 OH0308'STATION GO WEST ABOUT 300 FEET TO A BLADED ROAD.  TURN LEFT
 OH0308'AND GO SOUTH-SOUTHWEST ON THE BLADED ROAD FOR 0.6 MILE TO A
 OH0308'SIDE ROAD ON THE RIGHT AT THE TOP OF A LOW RISE.  TURN SHARP
 OH0308'RIGHT AND GO WEST AND NORTHWEST FOR 0.1 MILE.  TURN LEFT AND
 OH0308'CONTINUE WEST AND NORTHWEST FOR 0.15 TO THE HIGHEST POINT OF A
 OH0308'BLUFF AND THE MARK.
 OH0308'
 OH0308'THE STATION MARKS ARE STANDARD DISKS STAMPED ANT B 1961.  THE
 OH0308'SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE
 OH0308'POST PROJECTING 4 INCHES.  IT IS 311 FEET SOUTHEAST OF THE
 OH0308'CENTERLINE OF THE BLADED ROAD, ABOUT 600 FEET SOUTH OF A FENCE
 OH0308'AND 8.6 FEET SOUTH OF A WITNESS POST.
 OH0308'
 OH0308'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ANT B NO 1 1961,
 OH0308'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 OH0308'6 INCHES.  IT IS 284 FEET SOUTHEAST OF THE CENTERLINE OF THE
 OH0308'ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 OH0308'
 OH0308'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ANT B NO 2 1961,
 OH0308'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 OH0308'4 INCHES AND ABOUT THE SAME ELEVATION AS THE STATION.
 OH0308'
 OH0308'HUNKER (USE) IS A BRONZE DISK OF THE ARMY ENGINEERS STAMPED
 OH0308'HUNKER, CEMENTED IN A DRILL HOLE IN A 6 BY 6 INCH ROCK OUTCROP
 OH0308'FLUSH WITH THE GROUND.  IT IS 61 FEET EAST OF THE WEST EDGE OF THE
 OH0308'BLUFF AND 2 FEET EAST OF A WITNESS POST.
 OH0308
 OH0308                          STATION RECOVERY (1961)
 OH0308
 OH0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 OH0308'10.7 MI NW FROM GRAND VIEW.
 OH0308'8.8 MILES NORTHWEST ALONG PAVED ROAD FROM THE GRAND VIEW JUNCTION TO
 OH0308'MURPHY, THEN RIGHT, NORTH, ON PAVED ROAD 1.2 MILES TO FLY B AZIMUTH
 OH0308'MARK, THEN 0.5 MILE NORTHWEST ON TRACK ROAD TO SUMMIT OF LOW RIDGE AND
 OH0308'STATION FLY B, THEN 0.2 MILE WEST, 311 FEET SOUTHEAST OF CENTER OF
 OH0308'BLADED ROAD, 600 FEET SOUTH OF A WIRE MESH FENCE, 8.6 FEET SOUTH OF A
 OH0308'WITNESS POST, SET IN TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 OH0308'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0306 ***********************************************************************
 OH0306  DESIGNATION -  ANT B RM 1
 OH0306  PID         -  OH0306
 OH0306  STATE/COUNTY-  ID/OWYHEE
 OH0306  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0306
 OH0306                         *CURRENT SURVEY CONTROL
 OH0306  ___________________________________________________________________
 OH0306* NAD 83(1986)-  43 03 41.     (N)    116 15 56.     (W)     SCALED    
 OH0306* NAVD 88     -       798.091  (meters)    2618.40   (feet)  ADJUSTED  
 OH0306  ___________________________________________________________________
 OH0306  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 OH0306  DYNAMIC HT  -         797.760 (meters)    2617.32  (feet)  COMP
 OH0306  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 OH0306
 OH0306  VERT ORDER  -  SECOND    CLASS 0
 OH0306
 OH0306.The horizontal coordinates were scaled from a topographic map and have
 OH0306.an estimated accuracy of +/- 6 seconds.
 OH0306
 OH0306.The orthometric height was determined by differential leveling
 OH0306.and adjusted by the National Geodetic Survey in June 1991..
 OH0306
 OH0306.The geoid height was determined by GEOID03.
 OH0306
 OH0306.The dynamic height is computed by dividing the NAVD 88
 OH0306.geopotential number by the normal gravity value computed on the
 OH0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0306.degrees latitude (g = 980.6199 gals.).
 OH0306
 OH0306.The modeled gravity was interpolated from observed gravity values.
 OH0306
 OH0306;                    North         East    Units  Estimated Accuracy
 OH0306;SPC ID W     -   155,050.      758,010.      MT  (+/- 180 meters Scaled)
 OH0306
 OH0306                          SUPERSEDED SURVEY CONTROL
 OH0306
 OH0306  NGVD 29 (??/??/92)  797.21   (m)         2615.5    (f) COMPUTED    2 0
 OH0306
 OH0306.Superseded values are not recommended for survey control.
 OH0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0306.See file dsdata.txt to determine how the superseded data were derived.
 OH0306
 OH0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH598678(NAD 83)
 OH0306_MARKER: DR = REFERENCE MARK DISK
 OH0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0306_STAMPING: ANT B NO 1 1961
 OH0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0306+STABILITY: SURFACE MOTION
 OH0306
 OH0306  HISTORY     - Date     Condition        Report By
 OH0306  HISTORY     - 1961     MONUMENTED       CGS
 OH0306
 OH0306                          STATION DESCRIPTION
 OH0306
 OH0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OH0306'10.7 MI NW FROM GRAND VIEW.
 OH0306'8.8 MILES NORTHWEST ALONG PAVED ROAD FROM THE GRAND VIEW JUNCTION TO
 OH0306'MURPHY, THEN RIGHT, NORTH, ON PAVED ROAD FOR 1.2 MILES TO FLY B
 OH0306'AZIMUTH MARK, THEN 0.5 MILE NORTHWEST ON TRACK ROAD TO SUMMIT OF LOW
 OH0306'RIDGE AND STATION FLY B, THEN 0.2 MILE WEST, 284 FEET SOUTHEAST OF
 OH0306'CENTER OF BLADED ROAD, 53.0 FEET NORTH OF STATION ANT B, SET IN TOP OF
 OH0306'AN 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0307 ***********************************************************************
 OH0307  DESIGNATION -  ANT B RM 2
 OH0307  PID         -  OH0307
 OH0307  STATE/COUNTY-  ID/OWYHEE
 OH0307  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0307
 OH0307                         *CURRENT SURVEY CONTROL
 OH0307  ___________________________________________________________________
 OH0307* NAD 83(1986)-  43 03 41.     (N)    116 15 56.     (W)     SCALED    
 OH0307* NAVD 88     -       798.399  (meters)    2619.41   (feet)  ADJUSTED  
 OH0307  ___________________________________________________________________
 OH0307  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 OH0307  DYNAMIC HT  -         798.068 (meters)    2618.33  (feet)  COMP
 OH0307  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 OH0307
 OH0307  VERT ORDER  -  SECOND    CLASS 0
 OH0307
 OH0307.The horizontal coordinates were scaled from a topographic map and have
 OH0307.an estimated accuracy of +/- 6 seconds.
 OH0307
 OH0307.The orthometric height was determined by differential leveling
 OH0307.and adjusted by the National Geodetic Survey in June 1991..
 OH0307
 OH0307.The geoid height was determined by GEOID03.
 OH0307
 OH0307.The dynamic height is computed by dividing the NAVD 88
 OH0307.geopotential number by the normal gravity value computed on the
 OH0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0307.degrees latitude (g = 980.6199 gals.).
 OH0307
 OH0307.The modeled gravity was interpolated from observed gravity values.
 OH0307
 OH0307;                    North         East    Units  Estimated Accuracy
 OH0307;SPC ID W     -   155,050.      758,010.      MT  (+/- 180 meters Scaled)
 OH0307
 OH0307                          SUPERSEDED SURVEY CONTROL
 OH0307
 OH0307  NGVD 29 (??/??/92)  797.52   (m)         2616.5    (f) COMPUTED    2 0
 OH0307
 OH0307.Superseded values are not recommended for survey control.
 OH0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0307.See file dsdata.txt to determine how the superseded data were derived.
 OH0307
 OH0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH598678(NAD 83)
 OH0307_MARKER: DR = REFERENCE MARK DISK
 OH0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0307_STAMPING: ANT B NO 2 1961
 OH0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0307+STABILITY: SURFACE MOTION
 OH0307
 OH0307  HISTORY     - Date     Condition        Report By
 OH0307  HISTORY     - 1961     MONUMENTED       CGS
 OH0307
 OH0307                          STATION DESCRIPTION
 OH0307
 OH0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OH0307'10.7 MI NW FROM GRAND VIEW.
 OH0307'8.8 MILES NORTHWEST ALONG PAVED ROAD FROM THE GRAND VIEW JUNCTION TO
 OH0307'MURPHY, THEN RIGHT, NORTH, ON PAVED ROAD 1.2 MILES TO FLY B AZIMUTH
 OH0307'MARK, THEN 0.5 MILE NORTHWEST ON TRACK ROAD TO SUMMIT OF LOW RIDGE AND
 OH0307'STATION FLY B, THEN 0.2 MILE WEST, 62.6 FEET WEST OF STATION ANT B,
 OH0307'SET IN TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0980 ***********************************************************************
 OY0980  DESIGNATION -  ANTE
 OY0980  PID         -  OY0980
 OY0980  STATE/COUNTY-  ID/CUSTER
 OY0980  USGS QUAD   -  SHELLY MOUNTAIN (1991)
 OY0980
 OY0980                         *CURRENT SURVEY CONTROL
 OY0980  ___________________________________________________________________
 OY0980* NAD 83(1992)-  43 47 48.97125(N)    113 44 58.88447(W)     ADJUSTED  
 OY0980* NAVD 88     -      2913.5    (meters)    9559.     (feet)  VERTCON   
 OY0980  ___________________________________________________________________
 OY0980  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 OY0980  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 OY0980
 OY0980  HORZ ORDER  -  THIRD
 OY0980
 OY0980.The horizontal coordinates were established by classical geodetic methods
 OY0980.and adjusted by the National Geodetic Survey in July 1992..
 OY0980
 OY0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0980
 OY0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0980
 OY0980.The geoid height was determined by GEOID03.
 OY0980
 OY0980;                    North         East     Units Scale Factor Converg.
 OY0980;SPC ID C     -   236,664.395   520,143.690   MT  0.99995236   +0 10 23.7
 OY0980;UTM  12      - 4,852,994.574   278,791.856   MT  1.00020190   -1 54 13.8
 OY0980
 OY0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0980!SPC ID C     -   0.99954515  x   0.99995236  =   0.99949753
 OY0980!UTM  12      -   0.99954515  x   1.00020190  =   0.99974696
 OY0980
 OY0980:                Primary Azimuth Mark                     Grid Az
 OY0980:SPC ID C     -  SMILEY RESET                             203 59 30.3
 OY0980:UTM  12      -  SMILEY RESET                             206 04 07.8
 OY0980
 OY0980|---------------------------------------------------------------------|
 OY0980| PID    Reference Object                     Distance      Geod. Az  |
 OY0980|                                                           dddmmss.s |
 OY0980| OY0991 SMILEY RESET                        APPROX.11.9 KM 2040954.0 |
 OY0980| CN3866 ANTE RM 1                             5.685 METERS 32754     |
 OY0980|---------------------------------------------------------------------|
 OY0980
 OY0980                          SUPERSEDED SURVEY CONTROL
 OY0980
 OY0980  NAD 83(1986)-  43 47 48.96832(N)    113 44 58.87715(W) AD(       ) 3
 OY0980  NAD 27      -  43 47 49.30948(N)    113 44 55.75952(W) AD(       ) 3
 OY0980  NGVD 29 (07/19/86) 2912.1    (m)         9554.     (f) VERT ANG       
 OY0980
 OY0980.Superseded values are not recommended for survey control.
 OY0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0980.See file dsdata.txt to determine how the superseded data were derived.
 OY0980
 OY0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP7879252995(NAD 83)
 OY0980_MARKER: DB = BENCH MARK DISK
 OY0980_SETTING: 66 = SET IN ROCK OUTCROP
 OY0980_SP_SET: PARTIALLY EXPOSED BEDROCK
 OY0980
 OY0980  HISTORY     - Date     Condition        Report By
 OY0980  HISTORY     - 1915     MONUMENTED       USGS
 OY0980  HISTORY     - 1959     GOOD             USGS
 OY0980  HISTORY     - 1959     GOOD             USGS
 OY0980
 OY0980                          STATION DESCRIPTION
 OY0980
 OY0980'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 OY0980'LOCATED ABOUT 5 MI E. OF REED AND DAVIS COPPER MINE, 3 MI S. OF
 OY0980'SHELLY MOUNTAIN.  ON FLAT LONG HILL ON MAIN DIVIDE BETWEEN EAST
 OY0980'FORK LOST RIVER AND ANTELOPE CREEK.
 OY0980'
 OY0980'STATION MARK--STANDARD BM TABLET, UNSTAMPED, SET IN SOLID ROCK
 OY0980'CENTERED UNDER LARGE MONUMENT.
 OY0980'
 OY0980'RM 1--CHISELED CROSS ON SOLID ROCK N.
 OY0980
 OY0980                          STATION RECOVERY (1959)
 OY0980
 OY0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 OY0980'RECOVERED IN GOOD CONDITION.
 OY0980
 OY0980                          STATION RECOVERY (1959)
 OY0980
 OY0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 OY0980'DESCRIBED.  CHISELED CROSS (RM 1) NOT FOUND.
 OY0980'
 OY0980'TO REACH FROM COPPER BASIN G.S. DRIVE 1.2 MI SE. ON ANTELOPE PASS
 OY0980'ROAD TO TRACK ROAD LEFT.  TURN LEFT 2.0 MI TO END OF TRACK ROAD AT
 OY0980'SALT LICK, PROCEED STRAIGHT AHEAD CROSS-COUNTRY TO END OF TRUCK
 OY0980'TRAVEL.  PACK UP RIDGE TO TOP AND STATION.  ABOUT A 1 1/2-HOUR
 OY0980'PACK.  FOUR WHEEL DRIVE CAN BE DRIVEN NEARLY TO STATION.
 OY0980'
 OY0980'RM 1--STANDARD RM TABLET STAMPED---ANTE NO 1 1959---, SET IN ROCK
 OY0980'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0997 ***********************************************************************
 OY0997  DESIGNATION -  ANTE
 OY0997  PID         -  OY0997
 OY0997  STATE/COUNTY-  ID/CUSTER
 OY0997  USGS QUAD   -  COPPER BASIN KNOB (1991)
 OY0997
 OY0997                         *CURRENT SURVEY CONTROL
 OY0997  ___________________________________________________________________
 OY0997* NAD 83(1992)-  43 46 25.88486(N)    113 45 44.36555(W)     ADJUSTED  
 OY0997* NAVD 88     -      2836.0    (meters)    9304.     (feet)  VERTCON   
 OY0997  ___________________________________________________________________
 OY0997  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 OY0997  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 OY0997
 OY0997  HORZ ORDER  -  FIRST
 OY0997
 OY0997.The horizontal coordinates were established by classical geodetic methods
 OY0997.and adjusted by the National Geodetic Survey in July 1992..
 OY0997
 OY0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0997
 OY0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0997
 OY0997.The geoid height was determined by GEOID03.
 OY0997
 OY0997;                    North         East     Units Scale Factor Converg.
 OY0997;SPC ID C     -   234,097.209   519,134.359   MT  0.99995187   +0 09 51.9
 OY0997;UTM  12      - 4,850,465.009   277,689.883   MT  1.00020792   -1 54 42.5
 OY0997
 OY0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0997!SPC ID C     -   0.99955729  x   0.99995187  =   0.99950918
 OY0997!UTM  12      -   0.99955729  x   1.00020792  =   0.99976512
 OY0997
 OY0997|---------------------------------------------------------------------|
 OY0997| PID    Reference Object                     Distance      Geod. Az  |
 OY0997|                                                           dddmmss.s |
 OY0997| CN3864 ANTE RM 1                             9.621 METERS 05350     |
 OY0997| CN3865 ANTE RM 2                             6.492 METERS 18805     |
 OY0997| CN3863 ANTE AZ MK                                         1952255.0 |
 OY0997|---------------------------------------------------------------------|
 OY0997
 OY0997                          SUPERSEDED SURVEY CONTROL
 OY0997
 OY0997  NAD 83(1986)-  43 46 25.88167(N)    113 45 44.35856(W) AD(       ) 1
 OY0997  NAD 27      -  43 46 26.22937(N)    113 45 41.23132(W) AD(       ) 1
 OY0997  NGVD 29 (07/19/86) 2834.6    (m)         9300.     (f) VERT ANG       
 OY0997
 OY0997.Superseded values are not recommended for survey control.
 OY0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0997.See file dsdata.txt to determine how the superseded data were derived.
 OY0997
 OY0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP7769050465(NAD 83)
 OY0997_MARKER: DS = TRIANGULATION STATION DISK
 OY0997_SETTING: 66 = SET IN ROCK OUTCROP
 OY0997
 OY0997  HISTORY     - Date     Condition        Report By
 OY0997  HISTORY     - 1965     MONUMENTED       CGS
 OY0997
 OY0997                          STATION DESCRIPTION
 OY0997
 OY0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JJL)
 OY0997'THE STATION IS LOCATED ABOUT 13 AIRLINE MILES SOUTHWEST OF
 OY0997'MACKAY, ABOUT 20 AIRLINE MILES WEST OF MOORE AND ABOUT 25
 OY0997'AIRLINE MILES NORTHWEST OF ARCO.  ON A ROCK COVERED HILL WHICH
 OY0997'IS ABOUT 1/4 MILE SOUTH OF THE HIGHEST POINT OF THE HILL WHICH IS
 OY0997'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 OY0997'
 OY0997'TO REACH THE STATION FROM THE POST OFFICE IN MOORE, GO NORTHWEST
 OY0997'ON U.S. HIGHWAY ALTERNATE 93 FOR 3.4 MILES TO A SIDE ROAD LEFT
 OY0997'AT SIGN ANTELOPE G.S. 20.  TURN LEFT AND GO SOUTHWEST ON A
 OY0997'PAVED ROAD WHICH LEADS INTO A GRAVELED ROAD FOR 5.0 MILES
 OY0997'TO A FORK.  KEEP RIGHT AND CONTINUE WESTERLY ON THE GRAVELED
 OY0997'ROAD FOR 6.0 MILES TO A FORK AT SIGN ANTELOPE G.S.  TURN LEFT
 OY0997'AND GO SOUTH AND WESTERLY ON A GRAVELED ROAD FOR 2.9 MILES TO A
 OY0997'FORK AND SEVERAL RANCH BUILDINGS ON THE RIGHT AND A AIRSTRIP
 OY0997'STRAIGHT AHEAD.  TURN LEFT AND GO WESTERLY ON A GRAVELED ROAD
 OY0997'FOR 3.3 MILES TO A CATTLE GUARD AND THE ENTRANCE TO CHALLIS
 OY0997'NATIONAL FOREST.  CROSS THE CATTLE GUARD AND CONTINUE WEST
 OY0997'ON THE GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN
 OY0997'RIGHT AND GO NORTHERLY ON A BLADED ROAD FOR 5.3 MILES TO
 OY0997'BEAR CREEK SUMMIT.  CONTINUE NORTHERLY ON A WINDING
 OY0997'BLADED ROAD FOR 7.0 MILES TO A POINT WHERE THE ROAD CURVES
 OY0997'WEST AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST, NORTH AND
 OY0997'EAST ON THE WINDING BLADED ROAD FOR 0.25 MILE TO THE TOP OF
 OY0997'ANTELOPE PASS AND END OF TRUCK TRAVEL.  FROM HERE PACK
 OY0997'EASTERLY UP STEEP GRASSY HILL FOR ABOUT 0.1 MILE, TURN LEFT
 OY0997'AND PACK NORTHERLY UP ROCKY HILL FOR ABOUT 100 FEET TO THE
 OY0997'TOP OF THE ROCK COVERED HILL AND THE STATION ON THE HIGHEST POINT
 OY0997'OF THE FIRST HILL.  ALLOW 15 MINUTES FOR PACKING.
 OY0997'
 OY0997'THE STATION MARK IS A STATION MARK IS A STANDARD DISK STAMPED
 OY0997'ANTE 1965, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 OY0997'PROJECTS 4 FEET ON THE EAST SIDE AND ABOUT 100 FEET ON THE WEST
 OY0997'SIDE.
 OY0997'
 OY0997'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ANTE NO 1 1965,
 OY0997'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 OY0997'WITH THE SURFACE AND IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 OY0997'
 OY0997'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ANTE NO 2 1965,
 OY0997'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 OY0997'ABOUT 1 FOOT AND IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 OY0997'
 OY0997'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ANTE 1965, CEMENTED IN
 OY0997'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES.  IT IS
 OY0997'34 FEET NORTH OF THE CENTER OF THE BLADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0969 ***********************************************************************
 TO0969  DESIGNATION -  ANTELOPE LOOKOUT
 TO0969  PID         -  TO0969
 TO0969  STATE/COUNTY-  ID/BONNER
 TO0969  USGS QUAD   -  CLARK FORK (1996)
 TO0969
 TO0969                         *CURRENT SURVEY CONTROL
 TO0969  ___________________________________________________________________
 TO0969* NAD 83(1992)-  48 08 20.61515(N)    116 08 11.10416(W)     ADJUSTED  
 TO0969* NAVD 88     -      1339.9    (meters)    4396.     (feet)  VERTCON   
 TO0969  ___________________________________________________________________
 TO0969  LAPLACE CORR-          10.11  (seconds)                    DEFLEC99
 TO0969  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 TO0969
 TO0969  HORZ ORDER  -  THIRD
 TO0969
 TO0969.The horizontal coordinates were established by classical geodetic methods
 TO0969.and adjusted by the National Geodetic Survey in July 1992..
 TO0969
 TO0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0969
 TO0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0969
 TO0969.The geoid height was determined by GEOID03.
 TO0969
 TO0969;                    North         East     Units Scale Factor Converg.
 TO0969;SPC ID W     -   719,300.624   771,242.955   MT  0.99994349   -0 17 16.1
 TO0969;UTM  11      - 5,332,116.932   564,245.773   MT  0.99965071   +0 38 35.5
 TO0969
 TO0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0969!SPC ID W     -   0.99979266  x   0.99994349  =   0.99973616
 TO0969!UTM  11      -   0.99979266  x   0.99965071  =   0.99944344
 TO0969
 TO0969:                Primary Azimuth Mark                     Grid Az
 TO0969:SPC ID W     -  SCOTCHMAN                                036 41 27.5
 TO0969:UTM  11      -  SCOTCHMAN                                035 45 35.9
 TO0969
 TO0969|---------------------------------------------------------------------|
 TO0969| PID    Reference Object                     Distance      Geod. Az  |
 TO0969|                                                           dddmmss.s |
 TO0969| TO0961 SCOTCHMAN                           APPROX. 6.9 KM 0362411.4 |
 TO0969|---------------------------------------------------------------------|
 TO0969
 TO0969                          SUPERSEDED SURVEY CONTROL
 TO0969
 TO0969  NAD 83(1986)-  48 08 20.62667(N)    116 08 11.09881(W) AD(       ) 3
 TO0969  NAD 27      -  48 08 20.88530(N)    116 08 07.49351(W) AD(       ) 3
 TO0969  NGVD 29 (07/19/86) 1338.7    (m)         4392.     (f) VERT ANG       
 TO0969
 TO0969.Superseded values are not recommended for survey control.
 TO0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0969.See file dsdata.txt to determine how the superseded data were derived.
 TO0969
 TO0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP6424632117(NAD 83)
 TO0969
 TO0969  HISTORY     - Date     Condition        Report By
 TO0969  HISTORY     - UNK      MONUMENTED       USGS
 TO0969  HISTORY     - 1938     GOOD             USGS
 TO0969
 TO0969                          STATION DESCRIPTION
 TO0969
 TO0969'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 TO0969'AN INTERSECTED STATION, NOT
 TO0969'DESCRIBED AND NOT MARKED.  ALSO INTERSECTED BY USGS IN 1938.
 TO0969'
 TO0969'STATION MARK--CENTER OF USFS LOOKOUT CABIN ON TOP OF WOODEN TOWER.
 TO0969'
 TO0969'A NO-CHECK DETERMINATION BY NGS.
 TO0969'
 TO0969'THE USGS DETERMINATION SHOULD BE USED FOR THIS STATION IN LIEU OF THE
 TO0969'NGS NO-CHECK POSITIONING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1746 ***********************************************************************
 RZ1746  DESIGNATION -  ANTHONY PK LOT
 RZ1746  PID         -  RZ1746
 RZ1746  STATE/COUNTY-  ID/SHOSHONE
 RZ1746  USGS QUAD   -  ANTHONY PEAK (1994)
 RZ1746
 RZ1746                         *CURRENT SURVEY CONTROL
 RZ1746  ___________________________________________________________________
 RZ1746* NAD 83(1992)-  46 58 52.23665(N)    116 11 26.96264(W)     ADJUSTED  
 RZ1746* NAVD 88     -      1431.3    (meters)    4696.     (feet)  VERTCON   
 RZ1746  ___________________________________________________________________
 RZ1746  LAPLACE CORR-           8.45  (seconds)                    DEFLEC99
 RZ1746  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 RZ1746
 RZ1746  HORZ ORDER  -  THIRD
 RZ1746
 RZ1746.The horizontal coordinates were established by classical geodetic methods
 RZ1746.and adjusted by the National Geodetic Survey in July 1992..
 RZ1746
 RZ1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1746
 RZ1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1746
 RZ1746.The geoid height was determined by GEOID03.
 RZ1746
 RZ1746;                    North         East     Units Scale Factor Converg.
 RZ1746;SPC ID W     -   590,595.853   766,463.255   MT  0.99994715   -0 19 20.3
 RZ1746;UTM  11      - 5,203,390.092   561,539.614   MT  0.99964654   +0 35 29.9
 RZ1746
 RZ1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1746!SPC ID W     -   0.99977832  x   0.99994715  =   0.99972548
 RZ1746!UTM  11      -   0.99977832  x   0.99964654  =   0.99942494
 RZ1746
 RZ1746                          SUPERSEDED SURVEY CONTROL
 RZ1746
 RZ1746  NAD 83(1986)-  46 58 52.24043(N)    116 11 26.95691(W) AD(       ) 3
 RZ1746  NAD 27      -  46 58 52.61550(N)    116 11 23.38801(W) AD(       ) 3
 RZ1746  NGVD 29 (07/19/86) 1430.2    (m)         4692.     (f) VERT ANG       
 RZ1746
 RZ1746.Superseded values are not recommended for survey control.
 RZ1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1746.See file dsdata.txt to determine how the superseded data were derived.
 RZ1746
 RZ1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6154003390(NAD 83)
 RZ1746_MARKER: 57 = LOOKOUT TOWER
 RZ1746
 RZ1746  HISTORY     - Date     Condition        Report By
 RZ1746  HISTORY     - 1959     FIRST OBSERVED   USGS
 RZ1746  HISTORY     - 1969     GOOD             USGS
 RZ1746
 RZ1746                          STATION DESCRIPTION
 RZ1746
 RZ1746'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 RZ1746'LOCATED ABOUT 3.5 MI. (AIRLINE) SW. OF CLARKIA, ABOUT 12.8 MI. NE. OF
 RZ1746'BOVILL, ON A PROMINENT PEAK KNOWN LOCALLY AS ANTHONY PEAK.
 RZ1746'
 RZ1746'REACHED BY HELICOPTER.
 RZ1746'
 RZ1746'TO REACH FROM CLARKIA POST OFFICE, DRIVE S. FOR 0.3 MI. TO RD. FORK,
 RZ1746'TAKE LEFT FORK AND CONTINUE 0.85 MI. TO RD. FORK, TAKE RIGHT FORK AS
 RZ1746'PER SIGN --GOLD CENTER ROAD-- AND CONTINUE FOR 1.25 MI. TO TRAIL SIGN
 RZ1746'--ANTHONY PEAK LOT 3 MI-- AND END OF TRUCK TRAVEL.  PACK UP TRAIL FOR
 RZ1746'ABOUT 3 MI. TO TOP AND STATION.  ABOUT A 1-HOUR AND 15-MINUTE PACK.
 RZ1746
 RZ1746                          STATION RECOVERY (1969)
 RZ1746
 RZ1746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RZ1746'TOWER IS IN POOR CONDITION AND IS NO LONGER USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5197 ***********************************************************************
 AC5197  CBN         -  This is a Cooperative Base Network Control Station.
 AC5197  PACS        -  This is a Primary Airport Control Station.
 AC5197  DESIGNATION -  AOC A
 AC5197  PID         -  AC5197
 AC5197  STATE/COUNTY-  ID/BUTTE
 AC5197  USGS QUAD   -  ARCO SOUTH (1972)
 AC5197
 AC5197                         *CURRENT SURVEY CONTROL
 AC5197  ___________________________________________________________________
 AC5197* NAD 83(1999)-  43 36 18.77707(N)    113 19 46.73712(W)     ADJUSTED  
 AC5197* NAVD 88     -      1623.54   (meters)    5326.6    (feet)  GPS OBS   
 AC5197  ___________________________________________________________________
 AC5197  X           -  -1,832,389.694 (meters)                     COMP
 AC5197  Y           -  -4,248,707.946 (meters)                     COMP
 AC5197  Z           -   4,377,545.194 (meters)                     COMP
 AC5197  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AC5197  ELLIP HEIGHT-        1611.32  (meters)          (04/16/01) GPS OBS
 AC5197  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 AC5197
 AC5197  HORZ ORDER  -  B
 AC5197  ELLP ORDER  -  FOURTH    CLASS II
 AC5197
 AC5197.This mark is at Butte County Airport (AOC)
 AC5197
 AC5197.The horizontal coordinates were established by GPS observations
 AC5197.and adjusted by the National Geodetic Survey in April 2001..
 AC5197.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5197.DATUM ITEM on the data sheet items page.
 AC5197
 AC5197.The orthometric height was determined by GPS observations and a
 AC5197.high-resolution geoid model.
 AC5197
 AC5197.GPS derived orthometric heights for airport stations designated as
 AC5197.PACS or SACS are published to 2 decimal places.  This maintains
 AC5197.centimeter relative accuracy between the PACS and SACS.  It does
 AC5197.not indicate centimeter accuracy relative to other marks which are
 AC5197.part of the NAVD 88 network.
 AC5197
 AC5197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5197
 AC5197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5197
 AC5197.The ellipsoidal height was determined by GPS observations
 AC5197.and is referenced to NAD 83.
 AC5197
 AC5197.The geoid height was determined by GEOID03.
 AC5197
 AC5197;                    North         East     Units Scale Factor Converg.
 AC5197;SPC ID C     -   215,552.028   554,118.723   MT  0.99998338   +0 27 44.4
 AC5197;UTM  12      - 4,830,663.512   311,985.839   MT  1.00003482   -1 36 25.9
 AC5197
 AC5197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5197!SPC ID C     -   0.99974739  x   0.99998338  =   0.99973077
 AC5197!UTM  12      -   0.99974739  x   1.00003482  =   0.99978220
 AC5197
 AC5197                          SUPERSEDED SURVEY CONTROL
 AC5197
 AC5197  NAD 83(1992)-  43 36 18.77637(N)    113 19 46.73456(W) AD(       ) B
 AC5197  ELLIP H (01/22/97) 1611.40   (m)                       GP(       ) 4 1
 AC5197
 AC5197.Superseded values are not recommended for survey control.
 AC5197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5197.See file dsdata.txt to determine how the superseded data were derived.
 AC5197
 AC5197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP1198630664(NAD 83)
 AC5197_MARKER: I = METAL ROD
 AC5197_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5197_STAMPING: AOC A 1996
 AC5197_MARK LOGO: NGS   
 AC5197_PROJECTION: RECESSED 8 CENTIMETERS
 AC5197_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5197+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 AC5197_ROD/PIPE-DEPTH: 20.4 meters
 AC5197_SLEEVE-DEPTH  : 0.9 meters
 AC5197
 AC5197  HISTORY     - Date     Condition        Report By
 AC5197  HISTORY     - 1996     MONUMENTED       NGS
 AC5197  HISTORY     - 20020813 GOOD             IDTD
 AC5197
 AC5197                          STATION DESCRIPTION
 AC5197
 AC5197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 AC5197'THE STATION IS 3 MI (4.8 KM) SOUTH OF ARCO AT THE ARCO-BUTTE COUNTY
 AC5197'AIRPORT BETWEEN THE RUNWAY AND TAXIWAY.  OWNERSHIP--CITY OF ARCO--
 AC5197'P.O.  BOX 542, ARCO, ID 83213.  THE AIRPORT MANAGER (ARLA MACIAS AT
 AC5197'THE TIME OF ESTABLISHMENT) MAY BE REACHED AT PHONE 208-527-3261.  TO
 AC5197'REACH THE STATION FROM THE COURTHOUSE IN ARCO, GO SOUTH ON U.S.
 AC5197'HIGHWAY 20/26 TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 AC5197'SOUTHEAST, AND GO 0.05 MI (0.08 KM) TO A GATE AND THE AIRPORT OFFICE
 AC5197'ON THE LEFT.  CONTINUE AHEAD THROUGH GATE AND GO 0.05 MI (0.08 KM)
 AC5197'ACROSS THE APRON TO A TAXIWAY.  TURN RIGHT, SOUTHWEST ON THE TAXIWAY
 AC5197'AND GO 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 AC5197'49.1 M (161.1 FT) NORTHWEST OF THE CENTERLINE OF THE RUNWAY, 24.0 M
 AC5197'(78.7 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 12.2 M
 AC5197'(40.0 FT) WEST OF THE CENTER OF A CONCRETE DRAIN WITH A STEEL GRATE
 AC5197'AND 0.47 M (1.54 FT) SOUTHWEST OF A CARSONITE WITNESS POST. NOTE--THE
 AC5197'STATION IS A 9/16 INCH STAINLESS STEEL ROD DRIVEN 66.8 FT (20.4 M) TO
 AC5197'REFUSAL AND ANCHORED.  NOTE--ACCESS TO DATUM POINT IS THRU A 5-INCH
 AC5197'NGS LOGO CAP.  THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION.
 AC5197'DESCRIBED BY J.E.D.III.
 AC5197
 AC5197                          STATION RECOVERY (2002)
 AC5197
 AC5197'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 AC5197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0113 ***********************************************************************
 RZ0113  DESIGNATION -  AP
 RZ0113  PID         -  RZ0113
 RZ0113  STATE/COUNTY-  ID/CLEARWATER
 RZ0113  USGS QUAD   -  LITTLE GREEN MOUNTAIN (1994)
 RZ0113
 RZ0113                         *CURRENT SURVEY CONTROL
 RZ0113  ___________________________________________________________________
 RZ0113* NAD 83(1986)-  46 42 31.     (N)    116 01 00.     (W)     SCALED    
 RZ0113* NAVD 88     -       390.002  (meters)    1279.53   (feet)  ADJUSTED  
 RZ0113  ___________________________________________________________________
 RZ0113  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 RZ0113  DYNAMIC HT  -         389.977 (meters)    1279.45  (feet)  COMP
 RZ0113  MODELED GRAV-     980,539.8   (mgal)                       NAVD 88
 RZ0113
 RZ0113  VERT ORDER  -  SECOND    CLASS 0
 RZ0113
 RZ0113.The horizontal coordinates were scaled from a topographic map and have
 RZ0113.an estimated accuracy of +/- 6 seconds.
 RZ0113
 RZ0113.The orthometric height was determined by differential leveling
 RZ0113.and adjusted by the National Geodetic Survey in June 1991..
 RZ0113
 RZ0113.The geoid height was determined by GEOID03.
 RZ0113
 RZ0113.The dynamic height is computed by dividing the NAVD 88
 RZ0113.geopotential number by the normal gravity value computed on the
 RZ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0113.degrees latitude (g = 980.6199 gals.).
 RZ0113
 RZ0113.The modeled gravity was interpolated from observed gravity values.
 RZ0113
 RZ0113;                    North         East    Units  Estimated Accuracy
 RZ0113;SPC ID W     -   560,240.      779,610.      MT  (+/- 180 meters Scaled)
 RZ0113
 RZ0113                          SUPERSEDED SURVEY CONTROL
 RZ0113
 RZ0113  NGVD 29 (??/??/92)  388.920  (m)         1275.98   (f) ADJ UNCH    2 0
 RZ0113
 RZ0113.Superseded values are not recommended for survey control.
 RZ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0113.See file dsdata.txt to determine how the superseded data were derived.
 RZ0113
 RZ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM751732(NAD 83)
 RZ0113_MARKER: N = NAIL
 RZ0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0113_SP_SET: TREE
 RZ0113_STAMPING: AP
 RZ0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0113
 RZ0113  HISTORY     - Date     Condition        Report By
 RZ0113  HISTORY     - UNK      MONUMENTED       CGS
 RZ0113  HISTORY     - 1959     GOOD             NGS
 RZ0113
 RZ0113                          STATION DESCRIPTION
 RZ0113
 RZ0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0113'27.2 MI NE FROM AHSAHKA.
 RZ0113'ABOUT 27.2 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RZ0113'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE NORTHEAST SIDE OF THE
 RZ0113'RIVER, IN THE TOP OF A ROOT ON THE EAST SIDE OF 27-INCH WHITE PINE
 RZ0113'TREE BEARING A TRIANGULAR BLAZE, 16 FEET NORTHEAST OF THE NORTHEAST
 RZ0113'EDGE OF THE RIVER, AND ABOUT 5 FEET HIGHER THAN THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0869 ***********************************************************************
 RY0869  DESIGNATION -  AP 1
 RY0869  PID         -  RY0869
 RY0869  STATE/COUNTY-  ID/IDAHO
 RY0869  USGS QUAD   -  WHITE SAND LAKE (1994)
 RY0869
 RY0869                         *CURRENT SURVEY CONTROL
 RY0869  ___________________________________________________________________
 RY0869* NAD 83(1992)-  46 27 58.69393(N)    114 22 59.38969(W)     ADJUSTED  
 RY0869* NAVD 88     -      2205.1    (meters)    7235.     (feet)  VERTCON   
 RY0869  ___________________________________________________________________
 RY0869  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 RY0869  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 RY0869
 RY0869  HORZ ORDER  -  THIRD
 RY0869
 RY0869.The horizontal coordinates were established by classical geodetic methods
 RY0869.and adjusted by the National Geodetic Survey in July 1992..
 RY0869
 RY0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0869
 RY0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0869
 RY0869.The geoid height was determined by GEOID03.
 RY0869
 RY0869;                    North         East     Units Scale Factor Converg.
 RY0869;SPC ID W     -   534,177.134   904,979.195   MT  1.00006875   +0 59 27.6
 RY0869;UTM  11      - 5,149,186.569   700,915.301   MT  1.00009622   +1 53 51.9
 RY0869
 RY0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0869!SPC ID W     -   0.99965666  x   1.00006875  =   0.99972539
 RY0869!UTM  11      -   0.99965666  x   1.00009622  =   0.99975285
 RY0869
 RY0869:                Primary Azimuth Mark                     Grid Az
 RY0869:SPC ID W     -  RANGER ET                                341 12 48.5
 RY0869:UTM  11      -  RANGER ET                                340 18 24.2
 RY0869
 RY0869|---------------------------------------------------------------------|
 RY0869| PID    Reference Object                     Distance      Geod. Az  |
 RY0869|                                                           dddmmss.s |
 RY0869| RY0850 RANGER ET                           APPROX. 4.2 KM 3421216.1 |
 RY0869|---------------------------------------------------------------------|
 RY0869
 RY0869                          SUPERSEDED SURVEY CONTROL
 RY0869
 RY0869  NAD 83(1986)-  46 27 58.70719(N)    114 22 59.37058(W) AD(       ) 3
 RY0869  NAD 27      -  46 27 58.98007(N)    114 22 56.02208(W) AD(       ) 3
 RY0869  NGVD 29 (07/19/86) 2203.7    (m)         7230.     (f) VERT ANG       
 RY0869
 RY0869.Superseded values are not recommended for survey control.
 RY0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0869.See file dsdata.txt to determine how the superseded data were derived.
 RY0869
 RY0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM0091549187(NAD 83)
 RY0869_MARKER: Z = SEE DESCRIPTION
 RY0869_SETTING: 0 = UNSPECIFIED SETTING
 RY0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0869
 RY0869  HISTORY     - Date     Condition        Report By
 RY0869  HISTORY     - 1965     MONUMENTED       USGS
 RY0869
 RY0869                          STATION DESCRIPTION
 RY0869
 RY0869'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RY0869'LOCATED ABOUT 19.1 MI. (AIRLINE) NW. OF HAMILTON, MONTANA, ABOUT
 RY0869'14.4 MI. WSW. OF STEVENSVILLE, MONTANA, 40 FT. S. OF THE TRAIL OVER
 RY0869'PACKBOX PASS.
 RY0869'
 RY0869'THIS AP IS THE FIRST ANGLE POINT AFTER MP 277 ON THE IDAHO -
 RY0869'MONTANA STATE LINE.
 RY0869'
 RY0869'STATION MARK--A GRANITE ROCK SET IN PLACE STAMPED---AP 1---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0631 ***********************************************************************
 QZ0631  DESIGNATION -  AP 356
 QZ0631  PID         -  QZ0631
 QZ0631  STATE/COUNTY-  ID/IDAHO
 QZ0631  USGS QUAD   -  NEZ PERCE PEAK (1962)
 QZ0631
 QZ0631                         *CURRENT SURVEY CONTROL
 QZ0631  ___________________________________________________________________
 QZ0631* NAD 83(1992)-  45 43 57.51640(N)    114 31 46.48904(W)     ADJUSTED  
 QZ0631* NAVD 88     -      2234.6    (meters)    7331.     (feet)  VERTCON   
 QZ0631  ___________________________________________________________________
 QZ0631  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 QZ0631  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 QZ0631
 QZ0631  HORZ ORDER  -  THIRD
 QZ0631
 QZ0631.The horizontal coordinates were established by classical geodetic methods
 QZ0631.and adjusted by the National Geodetic Survey in July 1992..
 QZ0631
 QZ0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0631
 QZ0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0631
 QZ0631.The geoid height was determined by GEOID03.
 QZ0631
 QZ0631;                    North         East     Units Scale Factor Converg.
 QZ0631;SPC ID W     -   452,450.404   894,985.523   MT  1.00004422   +0 52 26.4
 QZ0631;UTM  11      - 5,067,311.231   692,208.096   MT  1.00005421   +1 46 10.5
 QZ0631
 QZ0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0631!SPC ID W     -   0.99965194  x   1.00004422  =   0.99969614
 QZ0631!UTM  11      -   0.99965194  x   1.00005421  =   0.99970613
 QZ0631
 QZ0631:                Primary Azimuth Mark                     Grid Az
 QZ0631:SPC ID W     -  NEZPERCE PK                              267 37 59.0
 QZ0631:UTM  11      -  NEZPERCE PK                              266 44 14.9
 QZ0631
 QZ0631|---------------------------------------------------------------------|
 QZ0631| PID    Reference Object                     Distance      Geod. Az  |
 QZ0631|                                                           dddmmss.s |
 QZ0631| QZ0630 NEZPERCE PK                         APPROX. 4.4 KM 2683025.4 |
 QZ0631|---------------------------------------------------------------------|
 QZ0631
 QZ0631                          SUPERSEDED SURVEY CONTROL
 QZ0631
 QZ0631  NAD 83(1986)-  45 43 57.52087(N)    114 31 46.47885(W) AD(       ) 3
 QZ0631  NAD 27      -  45 43 57.82208(N)    114 31 43.15710(W) AD(       ) 3
 QZ0631  NGVD 29 (07/19/86) 2233.3    (m)         7327.     (f) VERT ANG       
 QZ0631
 QZ0631.Superseded values are not recommended for survey control.
 QZ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0631.See file dsdata.txt to determine how the superseded data were derived.
 QZ0631
 QZ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL9220867311(NAD 83)
 QZ0631
 QZ0631  HISTORY     - Date     Condition        Report By
 QZ0631  HISTORY     - UNK      MONUMENTED
 QZ0631  HISTORY     - 1965     GOOD             USGS
 QZ0631
 QZ0631                          STATION DESCRIPTION
 QZ0631
 QZ0631'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 QZ0631'STATION IS IN IDAHO COUNTY.  STATION MARK IS
 QZ0631'STAMPED---356.062 M--- NOT ---56.062 M--- AS REPORTED IN 1961.
 QZ0631'
 QZ0631'STATION IS ABOUT 7.5 MI. (AIRLINE) NNE. OF HELLS HALF ACRE, AND ABOUT
 QZ0631'12.0 MI. W. OF THE N. END OF PAINTED ROCKS LAKE, ON A SMALL N-S.
 QZ0631'GRASSY RIDGE AND ON A SMALL POINT OF HIGH GROUND NEAR THE MIDDLE OF
 QZ0631'THE RIDGE.  THE RIDGE SLOPES UP FROM S. TO N. AND THE STATION IS BY
 QZ0631'NO MEANS ON THE HIGHEST GROUND IN THE IMMEDIATE AREA.
 QZ0631'
 QZ0631'REACHED BY HELICOPTER.
 QZ0631'
 QZ0631'STATION MARK--A 3 IN. IRON PIPE WITH A BRASS CAP CAST IDA. + MONT.
 QZ0631'AND STAMPED---356.062 M---.  THE TOP OF THE CAP IS 2.2 FT. ABOVE
 QZ0631'GROUND.
 QZ0631'
 QZ0631'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN BLAZE ON E. SIDE OF
 QZ0631'LONE TREE, 42.12 FT. FROM THE STATION AND 5.5 FT. ABOVE THE GROUND IN
 QZ0631'GRID AZIMUTH 136 DEGREES 50 MINUTES 59 SECONDS.
 QZ0631'
 QZ0631'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN BLAZE ON NW. SIDE OF
 QZ0631'LONE TREE, 13.54 FT. FROM THE STATION AND 6.0 FT. ABOVE THE GROUND IN
 QZ0631'GRID AZIMUTH 198 DEGREES 45 MINUTES 13 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0156 ***********************************************************************
 NV0156  DESIGNATION -  AP STA A
 NV0156  PID         -  NV0156
 NV0156  STATE/COUNTY-  ID/TWIN FALLS
 NV0156  USGS QUAD   -  HUB BUTTE (1979)
 NV0156
 NV0156                         *CURRENT SURVEY CONTROL
 NV0156  ___________________________________________________________________
 NV0156* NAD 83(1986)-  42 28 51.     (N)    114 29 46.     (W)     SCALED    
 NV0156* NAVD 88     -      1263.206  (meters)    4144.37   (feet)  ADJUSTED  
 NV0156  ___________________________________________________________________
 NV0156  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 NV0156  DYNAMIC HT  -        1262.493 (meters)    4142.03  (feet)  COMP
 NV0156  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 NV0156
 NV0156  VERT ORDER  -  SECOND    CLASS 0
 NV0156
 NV0156.This mark is at Twin Falls-Sun Valley Reg Joslin Fld Airport (TWF)
 NV0156
 NV0156.The horizontal coordinates were scaled from a topographic map and have
 NV0156.an estimated accuracy of +/- 6 seconds.
 NV0156
 NV0156.The orthometric height was determined by differential leveling
 NV0156.and adjusted by the National Geodetic Survey in June 1991..
 NV0156
 NV0156.The geoid height was determined by GEOID03.
 NV0156
 NV0156.The dynamic height is computed by dividing the NAVD 88
 NV0156.geopotential number by the normal gravity value computed on the
 NV0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0156.degrees latitude (g = 980.6199 gals.).
 NV0156
 NV0156.The modeled gravity was interpolated from observed gravity values.
 NV0156
 NV0156;                    North         East    Units  Estimated Accuracy
 NV0156;SPC ID C     -    90,550.      459,210.      MT  (+/- 180 meters Scaled)
 NV0156
 NV0156                          SUPERSEDED SURVEY CONTROL
 NV0156
 NV0156  NGVD 29 (??/??/92) 1262.28   (m)         4141.3    (f) COMPUTED    2 0
 NV0156
 NV0156.Superseded values are not recommended for survey control.
 NV0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0156.See file dsdata.txt to determine how the superseded data were derived.
 NV0156
 NV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH058062(NAD 83)
 NV0156_MARKER: DT = TOPOGRAPHIC STATION DISK
 NV0156_SETTING: 0 = UNSPECIFIED SETTING
 NV0156_STAMPING: AP 1963 STA A
 NV0156_MARK LOGO: CGS   
 NV0156_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NV0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0156
 NV0156  HISTORY     - Date     Condition        Report By
 NV0156  HISTORY     - 1963     MONUMENTED       CGS
 NV0156  HISTORY     - 1967     GOOD             NGS
 NV0156  HISTORY     - 1979     MARK NOT FOUND   USGS
 NV0156  HISTORY     - 19930615 GOOD             NGS
 NV0156
 NV0156                          STATION DESCRIPTION
 NV0156
 NV0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NV0156'IN TWIN FALLS MUN AIRPORT.
 NV0156'LOCATED AT TWIN FALLS MUNICIPAL AIRPORT (JOSLIN FIELD), 395.8 FEET E
 NV0156'OF RUNWAY END 7.  200.4 FEET ESE OF THE FIRST RUNWAY LIGHT E OF THE
 NV0156'RUNWAY END.  205.8 FEET WSW OF THE THIRD RUNWAY LIGHT E OF THE RUNWAY
 NV0156'END.  50.0 FEET S OF THE S EDGE OF THE RUNWAY.  41.0 FEET S OF THE
 NV0156'SECOND RUNWAY LIGHT E OF THE RUNWAY END.
 NV0156
 NV0156                          STATION RECOVERY (1979)
 NV0156
 NV0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NV0156'MARK NOT FOUND.
 NV0156
 NV0156                          STATION RECOVERY (1993)
 NV0156
 NV0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NV0156'THIS STATION IS LOCATED AT THE WEST END OF THE FIELD.  40.6 FT (12.4
 NV0156'M) SOUTH OF THE 10TH RUNWAY LIGHT EAST OF THE CENTERLINE END OF RUNWAY
 NV0156'7.  206.2 FT (62.8 M) SOUTHEAST OF THE 9TH RUNWAY LIGHT EAST OF THE
 NV0156'CENTERLINE END OF RUNWAY END 7.  COVERED BY A STOP SIGN MOUNTED 2 FT
 NV0156'(0.6 M) DEEP INSIDE A CONCRETE HOLE.  STAMPED-AP 1963 STA A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1078 ***********************************************************************
 NV1078  DESIGNATION -  APPELTON RESET
 NV1078  PID         -  NV1078
 NV1078  STATE/COUNTY-  ID/JEROME
 NV1078  USGS QUAD   -  JEROME (1982)
 NV1078
 NV1078                         *CURRENT SURVEY CONTROL
 NV1078  ___________________________________________________________________
 NV1078* NAD 83(1992)-  42 41 43.24055(N)    114 35 37.21941(W)     ADJUSTED  
 NV1078* NAVD 88     -      1074.7    (meters)    3526.     (feet)  VERTCON   
 NV1078  ___________________________________________________________________
 NV1078  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 NV1078  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV1078
 NV1078  HORZ ORDER  -  FIRST
 NV1078
 NV1078.The horizontal coordinates were established by classical geodetic methods
 NV1078.and adjusted by the National Geodetic Survey in July 1992..
 NV1078
 NV1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1078
 NV1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1078
 NV1078.The geoid height was determined by GEOID03.
 NV1078
 NV1078;                    North         East     Units Scale Factor Converg.
 NV1078;SPC ID C     -   114,427.137   451,355.417   MT  0.99997647   -0 24 09.3
 NV1078;UTM  11      - 4,729,791.809   697,106.814   MT  1.00007800   +1 37 56.1
 NV1078
 NV1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1078!SPC ID C     -   0.99983390  x   0.99997647  =   0.99981037
 NV1078!UTM  11      -   0.99983390  x   1.00007800  =   0.99991189
 NV1078
 NV1078|---------------------------------------------------------------------|
 NV1078| PID    Reference Object                     Distance      Geod. Az  |
 NV1078|                                                           dddmmss.s |
 NV1078| CD4196 APPELTON RM 1                        15.630 METERS 00913     |
 NV1078| NV1080 JEROME COOP CREAMERY CO STACK       APPROX. 6.5 KM 0623336.4 |
 NV1078| NV1079 JEROME MUNICIPAL TANK               APPROX. 7.5 KM 0662331.7 |
 NV1078| CD4197 APPELTON RM 2                        15.772 METERS 27003     |
 NV1078| CD4198 APPELTON RM 3                        15.616 METERS 27007     |
 NV1078| CD4195 APPELTON AZ MK                                     3150100.5 |
 NV1078|---------------------------------------------------------------------|
 NV1078
 NV1078                          SUPERSEDED SURVEY CONTROL
 NV1078
 NV1078  NAD 83(1986)-  42 41 43.23894(N)    114 35 37.21706(W) AD(       ) 1
 NV1078  NAD 27      -  42 41 43.57600(N)    114 35 34.05700(W) AD(       ) 1
 NV1078  NGVD 29 (07/19/86) 1073.8    (m)         3523.     (f) VERT ANG       
 NV1078
 NV1078.Superseded values are not recommended for survey control.
 NV1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1078.See file dsdata.txt to determine how the superseded data were derived.
 NV1078
 NV1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9710729792(NAD 83)
 NV1078_MARKER: Z = SEE DESCRIPTION
 NV1078_SETTING: 0 = UNSPECIFIED SETTING
 NV1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1078+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 NV1078
 NV1078  HISTORY     - Date     Condition        Report By
 NV1078  HISTORY     - 1946     MONUMENTED       CGS
 NV1078  HISTORY     - 1955     SEE DESCRIPTION  CGS
 NV1078  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NV1078  HISTORY     - 20031112 GOOD             YERION
 NV1078
 NV1078                          STATION DESCRIPTION
 NV1078
 NV1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1078'STATION IS LOCATED ABOUT 7-1/2 MILES (AIR LINE) SE OF WENDELL,
 NV1078'ABOUT 3-1/2 MILES (AIR LINE) N OF THE SNAKE RIVER, ABOUT 0.75
 NV1078'MILE E OF THE GOODING-JEROME COUNTY LINE, AND ON THE S SIDE
 NV1078'OF A SANDY TRACK ROAD.
 NV1078'
 NV1078'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE MONUMENT
 NV1078'PROJECTING ABOUT 5 INCHES AND IS STAMPED APPELTON 1946.  IT
 NV1078'IS 26 FEET S OF THE CENTER OF THE ROAD, 3-1/2 FEET N OF A FENCE
 NV1078'LINE, AND 73 FEET E OF A TELEPHONE POLE.  UNDERGROUND MARK IS A
 NV1078'BRONZE STATION DISK SET IN CONCRETE.
 NV1078'
 NV1078'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 NV1078'MONUMENT PROJECTING ABOUT 4 INCHES AND IS STAMPED APPELTON NO 1
 NV1078'1946.  IT IS N OF THE STATION, 27 FEET N OF THE CENTER OF THE
 NV1078'ROAD, AND 2 FEET N OF A FENCE LINE.
 NV1078'
 NV1078'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 NV1078'MONUMENT PROJECTING ABOUT 4 INCHES AND IS STAMPED APPELTON
 NV1078'NO 2 1946.  IT IS W OF THE STATION, 21 FEET E OF A TELEPHONE POLE,
 NV1078'26 FEET S OF THE CENTER OF THE ROAD, AND 2 FEET N OF A FENCE
 NV1078'LINE.
 NV1078'
 NV1078'AZIMUTH MARK IS APPROXIMATELY 1.3 MILES NE OF THE STATION.  IT
 NV1078'IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING ROCK AND IS STAMPED
 NV1078'APPELTON 1946.  IT IS AT A POINT ABOUT 1/3 OF THE DISTANCE TO THE
 NV1078'TOP OF A SMALL SAGEBRUSH-COVERED KNOLL AND 134 FEET E OF THE
 NV1078'CENTER OF A GRAVEL ROAD.  TO REACH FROM THE STATION, GO W FOR 1.2
 NV1078'MILES TO A CROSS ROAD, TURN TO THE RIGHT AND GO N FOR 1.2 MILES TO
 NV1078'THE KNOLL ON THE RIGHT (E) AT A POINT WHERE THE ROAD
 NV1078'CURVES TO THE E AND THE MARK AS DESCRIBED.
 NV1078'
 NV1078'TO REACH THE STAION FROM THE JUNCTION OF U.S. HIGHWAY 93 AND
 NV1078'THE MAIN STREET IN JEROME, GO W ON THE ROAD TO WENDELL FOR 5.1
 NV1078'MILES TO THE APPLETON SCHOOL ON THE LEFT.  TURN LEFT ON A
 NV1078'GRAVEL ROAD AND GO S FOR 2.0 MILES TO A CROSS ROAD, HERE TURN LEFT
 NV1078'AND GO E 1.0 MILE TO A JOGGED CROSS ROAD, CONTINUE STRAIGHT
 NV1078'AHEAD 0.2 MILE ON A SANDY TRACK ROAD TO THE STATION ON THE
 NV1078'RIGHT AS DESCRIBED.
 NV1078'
 NV1078'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NV1078
 NV1078                          STATION RECOVERY (1955)
 NV1078
 NV1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 NV1078'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 NV1078'
 NV1078'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 NV1078'MARK WERE RECOVERED.  REFERENCE MARK 1 AND THE AZIMUTH MARK
 NV1078'WERE FOUND TO BE IN GOOD CONDITION BUT THE STATION MARK AND
 NV1078'REFERENCE MARK 2 WERE FOUND WITH THE EARTH EXCAVATED FROM AROUND
 NV1078'THE MARKS TO WITHIN APPROXIMATELY 1 FOOT OF THEIR BASE.  THE
 NV1078'MARKS SHOWED NO VISIBLE EVIDENCE OF MOVEMENT AND THE SUB-SURFACE
 NV1078'STATION MARK WAS FOUND IN PLACE.  THE STATION AND SUB-STATION
 NV1078'MARKS WERE LOWERED AND RESET IN THEIR ORIGINAL POSITION THIS
 NV1078'DATE AND A REFERENCE MARK 3 WAS ESTABLISHED IN THE IMMEDIATE
 NV1078'VICINITY OF THE ORIGINAL REFERENCE MARK 2.
 NV1078'
 NV1078'THE STATION WAS OCCUPIED TO LOCATED THE NEW REFERENCE MARK.
 NV1078'A DIRECTION TO THE AZIMUTH MARK WAS NOT OBSERVED DUE TO A
 NV1078'CONSIDERABLE GROWTH OF WILLOWS WHICH WOULD AGAIN REQUIRE CLEARING
 NV1078'WHEN THE STATION IS NEXT USED.
 NV1078'
 NV1078'A NEW DESCRIPTION WITH ADDITIONS AND CORRECTIONS IS AS FOLLOWS.
 NV1078'
 NV1078'THE STATION IS REACHED FROM THE POST OFFICE IN JEROME, BY DRIVING
 NV1078'WEST ON STATE HIGHWAY 25 FOR 1.55 MILES TO A SIDE ROAD LEFT.
 NV1078'TURN LEFT, SOUTH, THENCE WEST AND GO 3.6 MILES TO THE
 NV1078'GOODING-JEROME COUNTY LINE SIGN AT A CROSSROAD AND THE APPLETON
 NV1078'SCHOOL IN THE SOUTHWEST CORNER OF THE INTERSECTION.  TURN
 NV1078'LEFT (SOUTH) AND GO 0.7 MILE TO A ROAD CURVE AND A CANAL DITCH.
 NV1078'CONTINUE SOUTH FOR 0.3 MILE TO A LOW, ROCKY, RIDGE ON THE LEFT
 NV1078'AND THE AZIMUTH MARK ON THE LEFT (EAST) SIDE OF ROAD AS
 NV1078'DESCRIBED BELOW.  CONTINUE SOUTH FOR 1.0 MILE TO A CROSSROAD
 NV1078'AND SIGN BOB BARTON HIGHWAY.  TURN LEFT (EAST) AND GO 1.0
 NV1078'MILE TO A JOGGED CORSSROAD AND A CANAL DITCH.  CONTINUE EAST
 NV1078'FOR 0.2 MILE TO THE STATION ON THE RIGHT (SOUTH) SIDE
 NV1078'OF THE ROAD.
 NV1078'
 NV1078'THE STATION MARK, SUB-SURFACE MARK, REFERENCE MARKS 1 AND 2, AND
 NV1078'THE AZIMUTH MARK ARE STANDARD DISKS.
 NV1078'
 NV1078'THE STATION MARK, STAMPED APPLETON 1946 1955, IS SET IN TOP
 NV1078'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NV1078'GROUND SURFACE.  IT IS 22.5 FEET SOUTH OF THE CENTERLINE
 NV1078'OF GRAVEL ROAD, 3.5 FEET NORTH OF A FENCE LINE, AND 3.5 FEET
 NV1078'WEST OF A 4 X 4-INCH WITNESS POST.
 NV1078'
 NV1078'REFERENCE MARK 1, STAMPED APPLETON NO 1 1946, IS SET IN TOP
 NV1078'OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, WITH THE
 NV1078'GROUND.  THE MARK IS 29 FEET NORTH OF THE CENTERLINE OF GRAVELED
 NV1078'ROAD, 5 FEET EAST OF A POWER POLE, AND 1 FOOT NORTH OF THE FENCE.
 NV1078'
 NV1078'REFERENCE MARK 3, STAMPED APPLETON NO 3 1946 1955, IS SET
 NV1078'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 NV1078'FLUSH WITH THE GROUND SURFACE.  THE MARK IS ABOUT 23 FEET SOUTH
 NV1078'OF THE CENTERLINE OF THE GRAVELED ROAD, 21 FEET EAST OF A
 NV1078'TELEPHONE POLE, AND 3.5 FEET NORTH OF THE FENCE LINE.
 NV1078'
 NV1078'THE AZIMUTH MARK, STAMPED APPLETON 1946, IS SET IN AN OUTCROP
 NV1078'THAT PROJECTS ABOUT 1 FOOT.  THE MARK IS ON THE CREST OF AND
 NV1078'ABOUT 1/3 THE DISTANCE TO THE TOP OF A LOW, ROCK STUDDED, RIDGE.
 NV1078'THE MARK IS ABOUT 134 FEET EAST OF THE OILED ROAD AND 5 FEET
 NV1078'WEST OF A 4 X 4-INCH WITNESS POST.
 NV1078
 NV1078                          STATION RECOVERY (1962)
 NV1078
 NV1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 NV1078'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3
 NV1078'AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NV1078'THE HIGHWAY HAS CHANGED, THE AZIMUTH MRAK WAS FOUND TO BE
 NV1078'NORTHWEST RATHER THAN NORTHEAST AND A DIFFERENCE IN THE STAMPING
 NV1078'ON THE STATION MARK AND REFERENCE MARK NO. 3 WAS FOUND.  A NEW
 NV1078'DESCRIPTION FOLLOWS.
 NV1078'
 NV1078'THE STATION IS 4 MILES WEST AND 2 MILES SOUTH OF JEROME ON
 NV1078'THE SOUTH RIGHT-OF-WAY OF THE BOB BARTON HIGHWAY.
 NV1078'
 NV1078'TO REACH THE STATION FROM THE CROSS STREET, JUST NORTH OF THE
 NV1078'POST OFFICE IN JEROME, GO WEST ON MAIN STREET AND STATE HIGHWAY
 NV1078'25 FOR 1.4 MILES TO A SIDE ROAD LEFT, IN A CURVE, TURN LEFT
 NV1078'AND CONTINUE WEST ON THE MACADAM ROAD FOR 3.5 MILES TO A
 NV1078'CROSSROAD, APPLETON SCHOOL IN THE SOUTHWEST ANGLE, TURN LEFT AND
 NV1078'GO SOUTH ON THE MACADAM ROAD FOR 0.85 MILE TO THE AZIMUTH
 NV1078'MARK ON THE LEFT.  CONTINUE SOUTH ON THE MACADAM ROAD FOR
 NV1078'1.15 MILES TO THE BOB BARTON HIGHWAY AT A CROSSROAD, TURN LEFT
 NV1078'AND GO EAST FOR 1.0 MILE TO AN OFFSET CROSSROAD, CONTINUE
 NV1078'EAST ON THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE
 NV1078'RIGHT.
 NV1078'
 NV1078'THE STATION MARK, STAMPED APPLETON 1946 1955, IS A STANDARD
 NV1078'DISC SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 NV1078'3 INCHES.  IT IS 47 FEET SOUTH OF A TELEPHONE POLE, 23 FEET
 NV1078'SOUTH OF THE CENTER OF THE BOB BARTON HIGHWAY, 4 FEET
 NV1078'NORTH OF AN EAST-WEST FENCE LINE AND 1 FOOT EAST OF A STEEL
 NV1078'WITNESS POST.  (NOTE 1A AND 7A)
 NV1078'
 NV1078'REFERENCE MARK NO. 1, STAMPED APPLETON 1946, IS A STANDARD
 NV1078'DISC SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 NV1078'1 INCH.  IT IS 51 FEET NORTH OF THE WITNESS POST, 28 FEET
 NV1078'NORTH OF THE CENTER OF THE HIGHWAY, 6 FEET NORTHEAST OF A
 NV1078'TELEPHONE POLE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 NV1078'(NOTE 11A)
 NV1078'
 NV1078'REFERENCE MARK NO. 3, STAMPED APPLETON NO 3 1946 1955, IS A STANDARD
 NV1078'DISC SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 NV1078'3 INCHES.  IT IS 50 FEET WEST OF THE WITNESS POST, 2J FEET
 NV1078'SOUTH OF THE CENTER OF THE HIGHWAY AND 3 FEET NORTH OF AN
 NV1078'EAST-WEST FENCE LINE.  (NOTE 11A)
 NV1078'
 NV1078'THE AZIMUTH MARK, STAMPED APPLETON 1946, IS A STANDARD DISC
 NV1078'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON A
 NV1078'ROCKY RIDGE, 130 FEET EAST OF THE CENTER OF THE MACADAM ROAD AND
 NV1078'3 FEET SOUTHWEST OF A WITNESS POST.  (NOTE 17A)
 NV1078'
 NV1078'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 NV1078
 NV1078                          STATION RECOVERY (2003)
 NV1078
 NV1078'RECOVERY NOTE BY GEORGE YERION 2003 (GY)
 NV1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1425 ***********************************************************************
 OH1425  DESIGNATION -  APPLE RESET
 OH1425  PID         -  OH1425
 OH1425  STATE/COUNTY-  ID/CANYON
 OH1425  USGS QUAD   -  PARMA (1975)
 OH1425
 OH1425                         *CURRENT SURVEY CONTROL
 OH1425  ___________________________________________________________________
 OH1425* NAD 83(1992)-  43 47 59.30054(N)    116 59 14.62231(W)     ADJUSTED  
 OH1425* NAVD 88     -       672.2    (meters)    2205.     (feet)  VERTCON   
 OH1425  ___________________________________________________________________
 OH1425  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 OH1425  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 OH1425
 OH1425  HORZ ORDER  -  THIRD
 OH1425
 OH1425.The horizontal coordinates were established by classical geodetic methods
 OH1425.and adjusted by the National Geodetic Survey in July 1992..
 OH1425
 OH1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1425
 OH1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1425
 OH1425.The geoid height was determined by GEOID03.
 OH1425
 OH1425;                    North         East     Units Scale Factor Converg.
 OH1425;SPC ID W     -   237,693.663   700,426.451   MT  1.00005524   -0 51 23.5
 OH1425;SPC OR S     -   242,887.568 1,782,582.735   MT  0.99995529   +2 24 11.3
 OH1425;SPC OR S     -   796,875.22  5,848,368.55   iFT  0.99995529   +2 24 11.3
 OH1425;UTM  11      - 4,849,638.170   501,013.980   MT  0.99960001   +0 00 31.4
 OH1425
 OH1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1425!SPC ID W     -   0.99989742  x   1.00005524  =   0.99995265
 OH1425!SPC OR S     -   0.99989742  x   0.99995529  =   0.99985271
 OH1425!UTM  11      -   0.99989742  x   0.99960001  =   0.99949747
 OH1425
 OH1425|---------------------------------------------------------------------|
 OH1425| PID    Reference Object                     Distance      Geod. Az  |
 OH1425|                                                           dddmmss.s |
 OH1425| CD4200 APPLE RM 1                            7.158 METERS 00721     |
 OH1425| OH1424 PARMA MUNICIPAL TANK                APPROX. 3.7 KM 1100430.6 |
 OH1425| CD4201 APPLE RM 2                           19.057 METERS 15213     |
 OH1425| CD6120 CLOVER PP                                          20125     |
 OH1425| CD4199 APPLE AZ MK                                        3481933.6 |
 OH1425|---------------------------------------------------------------------|
 OH1425
 OH1425                          SUPERSEDED SURVEY CONTROL
 OH1425
 OH1425  NAD 83(1991)-  43 47 59.30035(N)    116 59 14.62161(W) AD(       ) 3
 OH1425  NAD 83(1986)-  43 47 59.30008(N)    116 59 14.62156(W) AD(       ) 3
 OH1425  NAD 27      -  43 47 59.73000(N)    116 59 11.05800(W) AD(       ) 3
 OH1425  NGVD 29 (07/19/86)  671.2    (m)         2202.     (f) VERT ANG       
 OH1425
 OH1425.Superseded values are not recommended for survey control.
 OH1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1425.See file dsdata.txt to determine how the superseded data were derived.
 OH1425
 OH1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0101449638(NAD 83)
 OH1425_MARKER: DS = TRIANGULATION STATION DISK
 OH1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1425_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OH1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1425+STABILITY: SURFACE MOTION
 OH1425
 OH1425  HISTORY     - Date     Condition        Report By
 OH1425  HISTORY     - 1979     MONUMENTED       NGS
 OH1425
 OH1425                          STATION DESCRIPTION
 OH1425
 OH1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OH1425'THE SURFACE DISK OF THE STATION MARK WAS RECOVERED AND FOUND TILTED TO
 OH1425'THE NORTH WITH PART OF THE CONCRETE BROKEN AWAY.  IT WAS REMOVED AND
 OH1425'A NEW SURFACE DISK PLUMED OVER THE SUB-SURFACE DISK.  RM 1 WAS NOT
 OH1425'RECOVERED, RM 2 WAS FOUND TILTED AT A 45 DEGREE ANGLE AND WAS
 OH1425'DESTROYED.  THE AZIMUTH MARK WAS NOT FOUND AND WAS PROBABLY DESTROYED
 OH1425'BY THE CONSTRUCTION OF A NEW IRRIGATION DITCH.  REFERENCE MARKS 3 AND
 OH1425'4 AND A NEW AZIMUTH MARK ESTABLISHED THIS DATE.  A COMPLETE NEW
 OH1425'DESCRIPTION FOLLOWS.
 OH1425'
 OH1425'THE STATION IS LOCATED ABOUT 2 MILES WEST OF PARMA, 0.8 MILE WEST OF
 OH1425'THE UNION PACIFIC RAILROAD TRACK AND IN THE NORTHEAST CORNER OF THE
 OH1425'INTERSECTION JUST EAST OF THE BAR DIAMOND RANCH.
 OH1425'
 OH1425'TO REACH THE STATION FROM THE POST OFFICE IN PARMA GO NORTH ON MAIN
 OH1425'STREET AND THEN A SURFACED ROAD FOR 1.6 MILES TO A FORK.  TAKE THE
 OH1425'LEFT FORK, CROSS THE TRACKS, AND GO WEST ON THE SURFACED ROAD FOR 0.8
 OH1425'MILE TO THE END OF THE PAVEMENT AND A SURFACED SIDE ROAD RIGHT.  THE
 OH1425'STATION IS IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 OH1425'
 OH1425'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 OH1425'---APPLE 1945 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 OH1425'46 CM (18 INCHES) IN DIAMETER RECESSED 3 CM (1 INCH) BELOW THE GROUND
 OH1425'LOCATED 12.5 METERS (41 FEET) N FROM THE CENTER OF THE EAST-WEST
 OH1425'ROAD, 4.6 METERS (15 FEET) E FROM THE CENTER OF THE ROAD LEADING
 OH1425'NORTH, AND 1.07 METERS (3.5 FEET) SW FROM A FENCE CORNER.
 OH1425'
 OH1425'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 OH1425'NOS) DISK STAMPED---APPLE 1945---SET INTO AN IRREGULAR MASS OF
 OH1425'CONCRETE 0.76 METER (2.5 FEET) BELOW THE SURFACE.
 OH1425'
 OH1425'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OH1425'STAMPED---APPLE 1945 NO 3 1979---SET INTO THE TOP OF AN IRREGULAR
 OH1425'MASS OF CONCRETE RECESSED 5 CM (2 INCHES) BELOW THE GROUND LOCATED
 OH1425'4.9 METERS (16 FEET) S FROM THE CENTER OF THE EAST-WEST ROAD, 0.6
 OH1425'METER (2 FEET) E FROM A METAL WITNESS POST, 0.3 METER (1 FOOT) N FROM
 OH1425'THE FENCE, AND 0.6 METER (2 FEET) LOWER THAN THE STATION.
 OH1425'
 OH1425'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OH1425'STAMPED---APPLE 1945 NO 4 1979---SET INTO THE TOP OF A ROUND
 OH1425'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 15 CM (6
 OH1425'INCHES) ABOVE THE GROUND LOCATED 9.1 METERS (30 FEET) W FROM THE
 OH1425'CENTER OF THE ROAD LEADING NORTH, 7.0 METERS (23 FEET) N FROM THE
 OH1425'CENTER OF THE EAST-WEST ROAD, 0.6 METER (2 FEET) SE FROM A POWER
 OH1425'POLE, AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 OH1425'
 OH1425'REFERENCE MARK IS W 1/16 COR IS A BRASS DISK CEMENTED IN A
 OH1425'DRILL HOLE IN THE INTERSECTION STAMPED---T5N R5W W 1/16 00R SEC 6
 OH1425'RMB 878---LOCATED 14.6 METERS (48 FEET) SW FROM A FENCE CORNER, 8.2
 OH1425'METERS (27 FEET) SE FROM A POWER POLE, 7.0 METERS (23 FEET) N FROM A
 OH1425'T-FENCE CORNER, AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 OH1425'
 OH1425'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OH1425'STAMPED---APPLE 1945 2 1979---SET INTO THE TOP OF A ROUND CONCRETE
 OH1425'MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 10 CM (4 INCHES)
 OH1425'ABOVE THE GROUND LOCATED 6.1 METERS (20 FEET) W FROM THE WEST GATE
 OH1425'POST, 4.6 METERS (15 FEET) N FROM THE CENTER OF THE GRAVELED ROAD,
 OH1425'1.2 METERS (4 FEET) S FROM A FENCE, AND 0.9 METER (3 FEET) N FROM A
 OH1425'METAL WITNESS POST.
 OH1425'
 OH1425'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE SURFACED
 OH1425'ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE
 OH1425'GRAVELED ROAD FOR 300 FT TO THE MARK ON THE RIGHT AT THE FIRST METAL
 OH1425'POST WEST OF A GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1245 ***********************************************************************
 OH1245  DESIGNATION -  APT BCN BOISE TERMINAL NEW
 OH1245  PID         -  OH1245
 OH1245  STATE/COUNTY-  ID/ADA
 OH1245  USGS QUAD   -  BOISE SOUTH (1976)
 OH1245
 OH1245                         *CURRENT SURVEY CONTROL
 OH1245  ___________________________________________________________________
 OH1245* NAD 83(1992)-  43 34 08.77940(N)    116 13 12.61673(W)     ADJUSTED  
 OH1245* NAVD 88     -                                                        
 OH1245  ___________________________________________________________________
 OH1245  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 OH1245  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 OH1245
 OH1245  HORZ ORDER  -  THIRD
 OH1245
 OH1245.This mark is at Boise Air Terminal (GOWEN FLD) Airport (BOI)
 OH1245
 OH1245.The horizontal coordinates were established by classical geodetic methods
 OH1245.and adjusted by the National Geodetic Survey in July 1992..
 OH1245
 OH1245
 OH1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1245
 OH1245.The geoid height was determined by GEOID03.
 OH1245
 OH1245;                    North         East     Units Scale Factor Converg.
 OH1245;SPC ID W     -   211,426.302   762,020.013   MT  0.99995107   -0 19 26.6
 OH1245;UTM  11      - 4,824,311.514   562,972.877   MT  0.99964878   +0 32 15.0
 OH1245
 OH1245                          SUPERSEDED SURVEY CONTROL
 OH1245
 OH1245  NAD 83(1986)-  43 34 08.78000(N)    116 13 12.61515(W) AD(       ) 4
 OH1245  NAD 27      -  43 34 09.17925(N)    116 13 09.19310(W) AD(       ) 3
 OH1245
 OH1245.Superseded values are not recommended for survey control.
 OH1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1245.See file dsdata.txt to determine how the superseded data were derived.
 OH1245
 OH1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6297324312(NAD 83)
 OH1245_MARKER: 21 = AIRPORT BEACON
 OH1245_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OH1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH1245+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 OH1245
 OH1245  HISTORY     - Date     Condition        Report By
 OH1245  HISTORY     - 1979     FIRST OBSERVED   NGS
 OH1245  HISTORY     - 20020826 GOOD             USPSQD
 OH1245
 OH1245                          STATION DESCRIPTION
 OH1245
 OH1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1245'THE STATION , IS THE BEACON TOP CENTER OF THE NEW 1975, AIR
 OH1245'TERMINAL OF THE BOISE AIRPORT.  IT IS 20 METERS IN HEIGHT.
 OH1245'
 OH1245'THE STATION IS LOCATED ON THE BOISE AIRPORT.
 OH1245
 OH1245                          STATION RECOVERY (2002)
 OH1245
 OH1245'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0833 ***********************************************************************
 RY0833  DESIGNATION -  AQ
 RY0833  PID         -  RY0833
 RY0833  STATE/COUNTY-  ID/CLEARWATER
 RY0833  USGS QUAD   -  JOHN LEWIS MMOUNTAIN (1994)
 RY0833
 RY0833                         *CURRENT SURVEY CONTROL
 RY0833  ___________________________________________________________________
 RY0833* NAD 83(1986)-  46 41 07.     (N)    115 59 46.     (W)     SCALED    
 RY0833* NAVD 88     -       386.124  (meters)    1266.81   (feet)  ADJUSTED  
 RY0833  ___________________________________________________________________
 RY0833  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 RY0833  DYNAMIC HT  -         386.106 (meters)    1266.75  (feet)  COMP
 RY0833  MODELED GRAV-     980,557.2   (mgal)                       NAVD 88
 RY0833
 RY0833  VERT ORDER  -  SECOND    CLASS 0
 RY0833
 RY0833.The horizontal coordinates were scaled from a topographic map and have
 RY0833.an estimated accuracy of +/- 6 seconds.
 RY0833
 RY0833.The orthometric height was determined by differential leveling
 RY0833.and adjusted by the National Geodetic Survey in June 1991..
 RY0833
 RY0833.The geoid height was determined by GEOID03.
 RY0833
 RY0833.The dynamic height is computed by dividing the NAVD 88
 RY0833.geopotential number by the normal gravity value computed on the
 RY0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0833.degrees latitude (g = 980.6199 gals.).
 RY0833
 RY0833.The modeled gravity was interpolated from observed gravity values.
 RY0833
 RY0833;                    North         East    Units  Estimated Accuracy
 RY0833;SPC ID W     -   557,640.      781,170.      MT  (+/- 180 meters Scaled)
 RY0833
 RY0833                          SUPERSEDED SURVEY CONTROL
 RY0833
 RY0833  NGVD 29 (??/??/92)  385.05   (m)         1263.3    (f) COMPUTED    2 0
 RY0833
 RY0833.Superseded values are not recommended for survey control.
 RY0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0833.See file dsdata.txt to determine how the superseded data were derived.
 RY0833
 RY0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM767706(NAD 83)
 RY0833_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RY0833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0833_SP_SET: TREE
 RY0833_STAMPING: AQ
 RY0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0833
 RY0833  HISTORY     - Date     Condition        Report By
 RY0833  HISTORY     - UNK      MONUMENTED       CGS
 RY0833  HISTORY     - 1959     GOOD             NGS
 RY0833
 RY0833                          STATION DESCRIPTION
 RY0833
 RY0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0833'25.6 MI NE FROM AHSAHKA.
 RY0833'ABOUT 25.6 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0833'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE SOUTHEAST SIDE OF THE
 RY0833'RIVER, ABOUT 0.25 MILE NORTH OF BIG ISLAND RANCH, IN THE TOP OF A ROOT
 RY0833'ON THE SOUTH SIDE OF A 23-INCH FIR TREE BEARING A TRIANGULAR BLAZE, 10
 RY0833'FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, 46.5 FEET WEST OF
 RY0833'THE WEST END OF A WOODEN BRIDGE OVER BIG CREEK, 138 FEET WEST OF THE
 RY0833'CENTER OF THE JUNCTION OF THE TRACK ROAD AND THE TRAIL, 42 FEET
 RY0833'SOUTHEAST OF THE RIVER, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0109 ***********************************************************************
 RZ0109  DESIGNATION -  AR
 RZ0109  PID         -  RZ0109
 RZ0109  STATE/COUNTY-  ID/CLEARWATER
 RZ0109  USGS QUAD   -  LITTLE GREEN MOUNTAIN (1994)
 RZ0109
 RZ0109                         *CURRENT SURVEY CONTROL
 RZ0109  ___________________________________________________________________
 RZ0109* NAD 83(1986)-  46 39 11.     (N)    116 00 54.     (W)     SCALED    
 RZ0109* NAVD 88     -       377.992  (meters)    1240.13   (feet)  ADJUSTED  
 RZ0109  ___________________________________________________________________
 RZ0109  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 RZ0109  DYNAMIC HT  -         377.966 (meters)    1240.04  (feet)  COMP
 RZ0109  MODELED GRAV-     980,534.6   (mgal)                       NAVD 88
 RZ0109
 RZ0109  VERT ORDER  -  SECOND    CLASS 0
 RZ0109
 RZ0109.The horizontal coordinates were scaled from a topographic map and have
 RZ0109.an estimated accuracy of +/- 6 seconds.
 RZ0109
 RZ0109.The orthometric height was determined by differential leveling
 RZ0109.and adjusted by the National Geodetic Survey in June 1991..
 RZ0109
 RZ0109.The geoid height was determined by GEOID03.
 RZ0109
 RZ0109.The dynamic height is computed by dividing the NAVD 88
 RZ0109.geopotential number by the normal gravity value computed on the
 RZ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0109.degrees latitude (g = 980.6199 gals.).
 RZ0109
 RZ0109.The modeled gravity was interpolated from observed gravity values.
 RZ0109
 RZ0109;                    North         East    Units  Estimated Accuracy
 RZ0109;SPC ID W     -   554,060.      779,720.      MT  (+/- 180 meters Scaled)
 RZ0109
 RZ0109                          SUPERSEDED SURVEY CONTROL
 RZ0109
 RZ0109  NGVD 29 (??/??/92)  376.915  (m)         1236.60   (f) ADJ UNCH    2 0
 RZ0109
 RZ0109.Superseded values are not recommended for survey control.
 RZ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0109.See file dsdata.txt to determine how the superseded data were derived.
 RZ0109
 RZ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM753670(NAD 83)
 RZ0109_MARKER: N = NAIL
 RZ0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0109_SP_SET: TREE
 RZ0109_STAMPING: AR
 RZ0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0109
 RZ0109  HISTORY     - Date     Condition        Report By
 RZ0109  HISTORY     - UNK      MONUMENTED       CGS
 RZ0109  HISTORY     - 1959     GOOD             NGS
 RZ0109
 RZ0109                          STATION DESCRIPTION
 RZ0109
 RZ0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0109'23.9 MI NE FROM AHSAHKA.
 RZ0109'ABOUT 23.9 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RZ0109'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE WEST SIDE OF THE RIVER,
 RZ0109'0.5 MILE SOUTH OF BIG ISLAND, IN THE TOP OF A ROOT ON THE
 RZ0109'EAST-NORTHEAST SIDE OF A DOUBLE TRUNK ALDER TREE WITH A TRIANGULAR
 RZ0109'BLAZE, AND ABOUT 6 FEET HIGHER THAN THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1595 ***********************************************************************
 NU1595  DESIGNATION -  ARBON
 NU1595  PID         -  NU1595
 NU1595  STATE/COUNTY-  ID/ONEIDA
 NU1595  USGS QUAD   -  ARBON (1973)
 NU1595
 NU1595                         *CURRENT SURVEY CONTROL
 NU1595  ___________________________________________________________________
 NU1595* NAD 83(1992)-  42 23 28.71891(N)    112 31 10.14818(W)     ADJUSTED  
 NU1595* NAVD 88     -      2073.9    (meters)    6804.     (feet)  VERTCON   
 NU1595  ___________________________________________________________________
 NU1595  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 NU1595  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 NU1595
 NU1595  HORZ ORDER  -  SECOND
 NU1595
 NU1595.The horizontal coordinates were established by classical geodetic methods
 NU1595.and adjusted by the National Geodetic Survey in July 1992..
 NU1595
 NU1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1595
 NU1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1595
 NU1595.The geoid height was determined by GEOID03.
 NU1595
 NU1595;                    North         East     Units Scale Factor Converg.
 NU1595;SPC ID E     -    80,545.079   170,949.968   MT  0.99995775   -0 14 16.3
 NU1595;UTM  12      - 4,694,342.716   374,932.379   MT  0.99979245   -1 01 28.4
 NU1595
 NU1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1595!SPC ID E     -   0.99967695  x   0.99995775  =   0.99963472
 NU1595!UTM  12      -   0.99967695  x   0.99979245  =   0.99946947
 NU1595
 NU1595|---------------------------------------------------------------------|
 NU1595| PID    Reference Object                     Distance      Geod. Az  |
 NU1595|                                                           dddmmss.s |
 NU1595| CM4198 ARBON RM 2                            4.403 METERS 06341     |
 NU1595| CM4197 ARBON RM 1                            6.491 METERS 18155     |
 NU1595| NU1599 KNOX                                APPROX.14.3 KM 3082222.4 |
 NU1595|---------------------------------------------------------------------|
 NU1595
 NU1595                          SUPERSEDED SURVEY CONTROL
 NU1595
 NU1595  NAD 83(1986)-  42 23 28.71681(N)    112 31 10.14078(W) AD(       ) 2
 NU1595  NAD 27      -  42 23 29.01688(N)    112 31 07.22673(W) AD(       ) 2
 NU1595  NGVD 29 (07/19/86) 2072.8    (m)         6801.     (f) VERT ANG       
 NU1595
 NU1595.Superseded values are not recommended for survey control.
 NU1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1595.See file dsdata.txt to determine how the superseded data were derived.
 NU1595
 NU1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM7493294343(NAD 83)
 NU1595_MARKER: DD = SURVEY DISK
 NU1595_SETTING: 66 = SET IN ROCK OUTCROP
 NU1595
 NU1595  HISTORY     - Date     Condition        Report By
 NU1595  HISTORY     - 1968     MONUMENTED       USGS
 NU1595
 NU1595                          STATION DESCRIPTION
 NU1595
 NU1595'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FLA)
 NU1595'LOCATED ABOUT 7.0 MI. SSE. OF ARBON.  ABOUT 5.5 MI. NW. BY W.
 NU1595'OF DANIELS.  ON A PROMINENT TOP OF A LARGE N-S. MASS OF HILLS.
 NU1595'ON HIGHEST GROUND.
 NU1595'
 NU1595'REACHED BY HELICOPTER.
 NU1595'
 NU1595'TO REACH BY TRUCK--PROBABLY BEST REACHED FROM THE ARBON VALLEY.
 NU1595'THERE IS A PASS (RD.) THAT DOES CROSS FROM E. TO W. AND DOES
 NU1595'FALL ABOUT 2 MI. N. OF THE STATION SITE, ANOTHER PASS (JENSEN
 NU1595'PASS) DOES CROSS FROM E. TO W. AND DOES FALL ABOUT 2.5 MI. S.
 NU1595'OF THE STATION SITE.  FOR FURTHER INFORMATION CONTACT LOCAL
 NU1595'AUTHORITY.
 NU1595'
 NU1595'STATION MARK--A STANDARD USGS TABLET STAMPED ARBON 1968
 NU1595'CEMENTED IN THE ROCK OUTCROP.
 NU1595'
 NU1595'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NU1595'STAMPED NO 1 1968 CEMENTED IN THE ROCK OUTCROP 2.0 FT. BELOW
 NU1595'THE STATION MARK.
 NU1595'
 NU1595'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NU1595'STAMPED NO 2 1968 CEMENTED IN THE ROCK OUTCROP 1.8 FT. BELOW
 NU1595'THE STATION MARK.
 NU1595'
 NU1595'AN AIR BEACON STANDS ON THE RIDGE ABOUT 2 MI. FROM THE STATION
 NU1595'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0931 ***********************************************************************
 OY0931  DESIGNATION -  ARCO
 OY0931  PID         -  OY0931
 OY0931  STATE/COUNTY-  ID/BUTTE
 OY0931  USGS QUAD   -  ARCO NORTH (1972)
 OY0931
 OY0931                         *CURRENT SURVEY CONTROL
 OY0931  ___________________________________________________________________
 OY0931* NAD 83(1992)-  43 39 59.43014(N)    113 17 59.50748(W)     ADJUSTED  
 OY0931* NAVD 88     -      2301.7    (meters)    7551.     (feet)  VERTCON   
 OY0931  ___________________________________________________________________
 OY0931  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 OY0931  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 OY0931
 OY0931  HORZ ORDER  -  THIRD
 OY0931
 OY0931.The horizontal coordinates were established by classical geodetic methods
 OY0931.and adjusted by the National Geodetic Survey in July 1992..
 OY0931
 OY0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0931
 OY0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0931
 OY0931.The geoid height was determined by GEOID03.
 OY0931
 OY0931;                    North         East     Units Scale Factor Converg.
 OY0931;SPC ID C     -   222,381.444   556,465.987   MT  0.99998657   +0 29 00.3
 OY0931;UTM  12      - 4,837,403.952   314,578.448   MT  1.00002291   -1 35 18.3
 OY0931
 OY0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0931!SPC ID C     -   0.99964109  x   0.99998657  =   0.99962766
 OY0931!UTM  12      -   0.99964109  x   1.00002291  =   0.99966399
 OY0931
 OY0931:                Primary Azimuth Mark                     Grid Az
 OY0931:SPC ID C     -  ARCO AZ MK                               050 16 03.5
 OY0931:UTM  12      -  ARCO AZ MK                               052 20 22.1
 OY0931
 OY0931|---------------------------------------------------------------------|
 OY0931| PID    Reference Object                     Distance      Geod. Az  |
 OY0931|                                                           dddmmss.s |
 OY0931| CN3876 ARCO AZ MK                                         0504503.8 |
 OY0931| CN3877 ARCO RM 1                             6.371 METERS 15005     |
 OY0931| CN3880 ARCO RM DRILL HOLE                    2.630 METERS 20416     |
 OY0931| CN3879 ARCO RM 2                             6.583 METERS 31043     |
 OY0931| CN3878 ARCO RM CHIS CROSS                    3.197 METERS 35343     |
 OY0931|---------------------------------------------------------------------|
 OY0931
 OY0931                          SUPERSEDED SURVEY CONTROL
 OY0931
 OY0931  NAD 83(1986)-  43 39 59.42535(N)    113 17 59.49378(W) AD(       ) 3
 OY0931  NAD 27      -  43 39 59.77670(N)    113 17 56.46130(W) AD(       ) 3
 OY0931  NGVD 29 (07/19/86) 2300.5    (m)         7548.     (f) VERT ANG       
 OY0931
 OY0931.Superseded values are not recommended for survey control.
 OY0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0931.See file dsdata.txt to determine how the superseded data were derived.
 OY0931
 OY0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP1457837404(NAD 83)
 OY0931_MARKER: DB = BENCH MARK DISK
 OY0931_SETTING: 66 = SET IN ROCK OUTCROP
 OY0931
 OY0931  HISTORY     - Date     Condition        Report By
 OY0931  HISTORY     - 1915     MONUMENTED       USGS
 OY0931  HISTORY     - 1959     GOOD             USGS
 OY0931  HISTORY     - 1960     GOOD             USGS
 OY0931  HISTORY     - 1969     GOOD             USGS
 OY0931  HISTORY     - 1972     GOOD             USGS
 OY0931
 OY0931                          STATION DESCRIPTION
 OY0931
 OY0931'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 OY0931'LOCATED ABOUT 3 MI SE. OF J. D. MARTIN RANCH ON LOST RIVER, 2 MI
 OY0931'N. OF ARCO CITY.  ON FIRST HIGH GRASSY HILL ON LIMESTONE RIDGES
 OY0931'ON NORTH SIDE OF BIG LOST RIVER.
 OY0931'
 OY0931'NO TO REACH GIVEN.
 OY0931'
 OY0931'STATION MARK--STANDARD ALUMINUM BM TABLET, UNSTAMPED, IN SOLID
 OY0931'ROCK UNDER CENTER OF 7-FT MONUMENT.
 OY0931'
 OY0931'RM 1--CHISELED CROSS ON SOLID ROCK N.
 OY0931
 OY0931                          STATION RECOVERY (1959)
 OY0931
 OY0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 OY0931'RECOVERED AS DESCRIBED.  CAIRN WAS DESTROYED IN
 OY0931'1959.  STATION REACHED BY HELICOPTER.
 OY0931'
 OY0931'RM 2--DRILL HOLE IN ROCK.
 OY0931
 OY0931                          STATION RECOVERY (1960)
 OY0931
 OY0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (OSR)
 OY0931'STATION IS ON THE HIGHEST POINT OF ARCO PEAK, ABOUT 2 MILES NORTH
 OY0931'OF ARCO.
 OY0931'
 OY0931'TO REACH THE STATION FROM THE POST OFFICE IN ARCO, GO SOUTHEAST
 OY0931'ON U.S. HIGHWAYS 20 AND 26 FOR 0.2 MILE TO A PAVED ROAD LEFT,
 OY0931'TURN LEFT ACROSS RAILROAD TRACKS AND CONTINUE SOUTHEAST FOR 0.3
 OY0931'MILE TO A GRAVELED SIDE ROAD LEFT, TURN LEFT ON GRAVELED
 OY0931'ROAD EASTERLY FOR 1.1 MILES CROSSING OVER A CANAL TO A SIDE
 OY0931'ROAD LEFT, TURN LEFT ON SIDE ROAD NORTHERLY FOR 1.5 MILES TO
 OY0931'A FORK WHERE THE MAIN ROAD TURNS RIGHT, TAKE LEFT ROAD STRAIGHT
 OY0931'AHEAD NORTHERLY AND FOLLOW BLADED ROAD ALONG WEST SIDE OF A
 OY0931'FENCE LINE FOR 0.25 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 OY0931'CONTINUE ON TRACK ROAD FOR 0.25 MILE TO SOME FEEDING TROUGHS ON
 OY0931'THE LEFT, CONTINUE NORTH ALONG FENCE LINE ON TRACK ROAD FOR 0.4
 OY0931'MILE TO A TRACK ROAD LEFT, GO LEFT NORTHWEST ON TRACK ROAD UP
 OY0931'INTO CANYON FOR 1.1 MILES TO A ROCK CLIFF, END OF TRUCK TRAVEL
 OY0931'AND AZIMUTH MARK STRAIGHT AHEAD ABOUT 50 FEET, FROM HERE PACK
 OY0931'SOUTHWESTERLY UP OVER A LOW RIDGE THEN UP A WASH TO A SADDLE
 OY0931'AND A GROUP OF LARGE ROCK OUTCROP ABOUT 3/4 MILE, TURN
 OY0931'LEFT SOUTH ALONG CREST OF RIDGE FOR ABOUT 1/4 MILE TO THE
 OY0931'HIGHEST POINT AND THE STATION.
 OY0931'
 OY0931'STATION MARK IS AN ALUMINUM U.S. GEOLOGICAL SURVEY DISK UNSTAMPED,
 OY0931'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS 8 FEET EAST
 OY0931'OF A 3 FOOT HIGH CAIRN.
 OY0931'
 OY0931'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARCO NO 1 1960,
 OY0931'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS 20 FEET SOUTH
 OY0931'OF THE CAIRN.
 OY0931'
 OY0931'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARCO NO 2 1960,
 OY0931'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS 23 FEET NORTH
 OY0931'OF THE CAIRN.
 OY0931'
 OY0931'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARCO (USGS) 1960,
 OY0931'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER PROJECTING
 OY0931'5 INCHES TO THE SOUTH AND FLUSH TO THE NORTH, NEAR THE EAST END
 OY0931'OF A NARROW WASH RUNNING DOWN THE EAST SLOPE.  IT IS 23 FEET
 OY0931'NORTH OF THE SOUTH END OF A WASH.  A METAL WITNESS SIGN POST
 OY0931'WAS SET 2 FEET NORTH OF THE MARK.
 OY0931
 OY0931                          STATION RECOVERY (1969)
 OY0931
 OY0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0931'INTERSECTED ONLY.
 OY0931'
 OY0931'RM 1--NGS DISK STAMPED---ARCO NO 1 1960---, CEMENTED IN DRILL HOLE
 OY0931'IN ROCK OUTCROP.
 OY0931'
 OY0931'RM 2--NGS DISK STAMPED---ARCO NO 2 1960---, CEMENTED IN DRILL HOLE
 OY0931'IN ROCK OUTCROP.
 OY0931'
 OY0931'STATION MARK--AN ALUMINUM U.S. GEOLOGICAL SURVEY DISK UNSTAMPED,
 OY0931'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 OY0931
 OY0931                          STATION RECOVERY (1972)
 OY0931
 OY0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0931'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 OY0931'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0673 ***********************************************************************
 QZ0673  DESIGNATION -  ARCTIC
 QZ0673  PID         -  QZ0673
 QZ0673  STATE/COUNTY-  ID/IDAHO
 QZ0673  USGS QUAD   -  ARCTIC POINT (1978)
 QZ0673
 QZ0673                         *CURRENT SURVEY CONTROL
 QZ0673  ___________________________________________________________________
 QZ0673* NAD 83(1992)-  45 28 27.80070(N)    115 02 19.17563(W)     ADJUSTED  
 QZ0673* NAVD 88     -      2292.4    (meters)    7521.     (feet)  VERTCON   
 QZ0673  ___________________________________________________________________
 QZ0673  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 QZ0673  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 QZ0673
 QZ0673  HORZ ORDER  -  SECOND
 QZ0673
 QZ0673.The horizontal coordinates were established by classical geodetic methods
 QZ0673.and adjusted by the National Geodetic Survey in July 1992..
 QZ0673
 QZ0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0673
 QZ0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0673
 QZ0673.The geoid height was determined by GEOID03.
 QZ0673
 QZ0673;                    North         East     Units Scale Factor Converg.
 QZ0673;SPC ID W     -   423,270.699   855,618.436   MT  0.99997135   +0 30 25.8
 QZ0673;UTM  11      - 5,037,522.259   653,302.230   MT  0.99988895   +1 23 54.9
 QZ0673
 QZ0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0673!SPC ID W     -   0.99964301  x   0.99997135  =   0.99961437
 QZ0673!UTM  11      -   0.99964301  x   0.99988895  =   0.99953200
 QZ0673
 QZ0673:                Primary Azimuth Mark                     Grid Az
 QZ0673:SPC ID W     -  HARRINGTON MTN LOOKOUT TOWER             050 06 09.7
 QZ0673:UTM  11      -  HARRINGTON MTN LOOKOUT TOWER             049 12 40.6
 QZ0673
 QZ0673|---------------------------------------------------------------------|
 QZ0673| PID    Reference Object                     Distance      Geod. Az  |
 QZ0673|                                                           dddmmss.s |
 QZ0673| QZ0638 HARRINGTON MTN LOOKOUT TOWER        APPROX.11.0 KM 0503635.5 |
 QZ0673| QZ0672 ARCTIC POINT LOOKOUT TOWER            2.002 METERS 23416     |
 QZ0673| CH6330 ARCTIC RM 1                          14.137 METERS 28530     |
 QZ0673| CH6331 ARCTIC RM 2                          14.902 METERS 35934     |
 QZ0673|---------------------------------------------------------------------|
 QZ0673
 QZ0673                          SUPERSEDED SURVEY CONTROL
 QZ0673
 QZ0673  NAD 83(1986)-  45 28 27.80286(N)    115 02 19.16932(W) AD(       ) 2
 QZ0673  NAD 27      -  45 28 28.11500(N)    115 02 15.77900(W) AD(       ) 2
 QZ0673  NGVD 29 (07/19/86) 2291.0    (m)         7516.     (f) VERT ANG       
 QZ0673
 QZ0673.Superseded values are not recommended for survey control.
 QZ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0673.See file dsdata.txt to determine how the superseded data were derived.
 QZ0673
 QZ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL5330237522(NAD 83)
 QZ0673_MARKER: Z = SEE DESCRIPTION
 QZ0673_SETTING: 0 = UNSPECIFIED SETTING
 QZ0673
 QZ0673  HISTORY     - Date     Condition        Report By
 QZ0673  HISTORY     - 1945     MONUMENTED       CGS
 QZ0673
 QZ0673                          STATION DESCRIPTION
 QZ0673
 QZ0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0673'THE STATION IS IN THE IDAHO NATIONAL FOREST, 10 MILES NE OF THE
 QZ0673'CHAMBERLAIN RANGER STATION, 2-1/2 MILES S OF THE SALMON RIVER,
 QZ0673'AT THE HEAD OF ARCTIC CREEK, AND AT THE ARCTIC POINT LOOKOUT
 QZ0673'TOWER WHICH IS ABOUT 75 FEET HIGH.  IT IS SET BENEATH THE TOWER,
 QZ0673'6 FEET SW OF THE NE LEG OF THE TOWER.
 QZ0673'
 QZ0673'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 QZ0673'OUTCROPPING BEDROCK, STAMPED ARCTIC 1945 AND IS 6 INCHES
 QZ0673'UNDERGROUND.
 QZ0673'
 QZ0673'REFERENCE MARK 1 IS WNW OF THE STATION, 32 FEET W OF THE NW
 QZ0673'LEG OF THE TOWER, AND 5 FEET LOWER THAN THE STATION.  IT IS A
 QZ0673'BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER, STAMPED
 QZ0673'ARCTIC NO 1 1945 AND PROJECTS 8 INCHES.
 QZ0673'
 QZ0673'REFERENCE MARK 2 IS N OF THE STATION, IN A 2- BY 3-FOOT BOULDER
 QZ0673'WHICH IS 5 FEET LOWER THAN THE STATION.  IT IS A BRONZE REFERENCE
 QZ0673'DISK, STAMPED ARCTIC NO 2 1945 AND PROJECTS 6 INCHES.
 QZ0673'
 QZ0673'HARRINGTON LOOKOUT TOWER IS USED AS THE AZIMUTH MARK FOR THIS
 QZ0673'STATION.
 QZ0673'
 QZ0673'TO REACH THE STATION FROM THE CHAMBERLAIN RANGER STATION,
 QZ0673'FOLLOW THE FOREST SERVICE TRAIL UP THE W FORK OF CHAMBERLAIN
 QZ0673'CREEK FOR ABOUT 8 MILES TO A FORKS, TAKE THE RIGHT FORK AS PER
 QZ0673'SIGN MEADOW OF DOUBT AND GO ABOUT 3 MILES TO THE MEADOW OF
 QZ0673'DOUBT.  CONTINUE ACROSS THE MEADOW TO AN OLD CAMPSITE AND
 QZ0673'SEVERAL SIGNS.  CONTINUE STRAIGHT AHEAD AS PER THE SIGN MULE
 QZ0673'CREEK PT. ARCTIC PT. L.O. AND GO FOR ABOUT 4 MILES TO A FORKS.
 QZ0673'TAKE THE LEFT FORK AS PER THE SIGN ARCTIC PT. L.O. AND GO FOR
 QZ0673'ABOUT 4 MILES TO THE LOOKOUT TOWER AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0672 ***********************************************************************
 QZ0672  DESIGNATION -  ARCTIC POINT LOOKOUT TOWER
 QZ0672  PID         -  QZ0672
 QZ0672  STATE/COUNTY-  ID/IDAHO
 QZ0672  USGS QUAD   -  ARCTIC POINT (1978)
 QZ0672
 QZ0672                         *CURRENT SURVEY CONTROL
 QZ0672  ___________________________________________________________________
 QZ0672* NAD 83(1992)-  45 28 27.76283(N)    115 02 19.25044(W)     ADJUSTED  
 QZ0672* NAVD 88     -                                                        
 QZ0672  ___________________________________________________________________
 QZ0672  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 QZ0672  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 QZ0672
 QZ0672  HORZ ORDER  -  THIRD
 QZ0672
 QZ0672.The horizontal coordinates were established by classical geodetic methods
 QZ0672.and adjusted by the National Geodetic Survey in July 1992..
 QZ0672
 QZ0672
 QZ0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0672
 QZ0672.The geoid height was determined by GEOID03.
 QZ0672
 QZ0672;                    North         East     Units Scale Factor Converg.
 QZ0672;SPC ID W     -   423,269.515   855,616.821   MT  0.99997135   +0 30 25.7
 QZ0672;UTM  11      - 5,037,521.050   653,300.634   MT  0.99988895   +1 23 54.8
 QZ0672
 QZ0672                          SUPERSEDED SURVEY CONTROL
 QZ0672
 QZ0672  NAD 83(1986)-  45 28 27.76515(N)    115 02 19.24483(W) AD(       ) 4
 QZ0672  NAD 27      -  45 28 28.07800(N)    115 02 15.85500(W) AD(       ) 3
 QZ0672
 QZ0672.Superseded values are not recommended for survey control.
 QZ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0672.See file dsdata.txt to determine how the superseded data were derived.
 QZ0672
 QZ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL5330137521(NAD 83)
 QZ0672_MARKER: Z = SEE DESCRIPTION
 QZ0672_SETTING: 0 = UNSPECIFIED SETTING
 QZ0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0672
 QZ0672  HISTORY     - Date     Condition        Report By
 QZ0672  HISTORY     - 1945     MONUMENTED       CGS
 QZ0672
 QZ0672                          STATION DESCRIPTION
 QZ0672
 QZ0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0672'THE STATION IS IN THE IDAHO NATIONAL FOREST, 10 MILES NE OF THE
 QZ0672'CHAMBERLAIN RANGER STATION, 2-1/2 MILES S OF THE SALMON RIVER,
 QZ0672'AND AT THE HEAD OF ARCTIC CREEK.
 QZ0672'
 QZ0672'IT IS A SQUARE, STEEL LOOKOUT HOUSE, MOUNTED ON A FOUR-LEGGED
 QZ0672'STEEL TRUSSWORK SUPPORTING TOWER WHICH IS ABOUT 75 FEET HIGH.
 QZ0672'IT WAS LOCATED BY TRAVERSE FROM STATION ARCTIC.
 QZ0672'
 QZ0672'THE POINT LOCATED WAS THE CENTER OF THE SUPPORTING TOWER AT A
 QZ0672'POINT 30 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0815 ***********************************************************************
 OY0815  DESIGNATION -  ARID
 OY0815  PID         -  OY0815
 OY0815  STATE/COUNTY-  ID/JEFFERSON
 OY0815  USGS QUAD   -  TERRETON (1964)
 OY0815
 OY0815                         *CURRENT SURVEY CONTROL
 OY0815  ___________________________________________________________________
 OY0815* NAD 83(1992)-  43 45 20.61704(N)    112 24 19.78512(W)     ADJUSTED  
 OY0815* NAVD 88     -      1526.3    (meters)    5008.     (feet)  VERTCON   
 OY0815  ___________________________________________________________________
 OY0815  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 OY0815  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 OY0815
 OY0815  HORZ ORDER  -  THIRD
 OY0815
 OY0815.The horizontal coordinates were established by classical geodetic methods
 OY0815.and adjusted by the National Geodetic Survey in July 1992..
 OY0815
 OY0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0815
 OY0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0815
 OY0815.The geoid height was determined by GEOID03.
 OY0815
 OY0815;                    North         East     Units Scale Factor Converg.
 OY0815;SPC ID E     -   232,083.205   180,767.013   MT  0.99995192   -0 09 54.6
 OY0815;UTM  12      - 4,845,702.413   386,853.819   MT  0.99975746   -0 58 19.6
 OY0815
 OY0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0815!SPC ID E     -   0.99976257  x   0.99995192  =   0.99971450
 OY0815!UTM  12      -   0.99976257  x   0.99975746  =   0.99952008
 OY0815
 OY0815:                Primary Azimuth Mark                     Grid Az
 OY0815:SPC ID E     -  TERRE                                    004 58 20.6
 OY0815:UTM  12      -  TERRE                                    005 46 45.6
 OY0815
 OY0815|---------------------------------------------------------------------|
 OY0815| PID    Reference Object                     Distance      Geod. Az  |
 OY0815|                                                           dddmmss.s |
 OY0815| OY0812 TERRE                               APPROX. 9.2 KM 0044826.0 |
 OY0815|---------------------------------------------------------------------|
 OY0815
 OY0815                          SUPERSEDED SURVEY CONTROL
 OY0815
 OY0815  NAD 83(1986)-  43 45 20.61160(N)    112 24 19.77276(W) AD(       ) 3
 OY0815  NAD 27      -  43 45 20.93703(N)    112 24 16.84294(W) AD(       ) 3
 OY0815  NGVD 29 (07/19/86) 1525.2    (m)         5004.     (f) VERT ANG       
 OY0815
 OY0815.Superseded values are not recommended for survey control.
 OY0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0815.See file dsdata.txt to determine how the superseded data were derived.
 OY0815
 OY0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP8685445702(NAD 83)
 OY0815_MARKER: DD = SURVEY DISK
 OY0815_SETTING: 66 = SET IN ROCK OUTCROP
 OY0815_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OY0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0815+STABILITY: POSITION/ELEVATION WELL
 OY0815
 OY0815  HISTORY     - Date     Condition        Report By
 OY0815  HISTORY     - 1963     MONUMENTED       USGS
 OY0815
 OY0815                          STATION DESCRIPTION
 OY0815
 OY0815'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 OY0815'LOCATED ABOUT 14 MI. (AIRLINE) NW. OF ROBERTS, ABOUT 6.5 MI. SSE. OF
 OY0815'TERRETON, AND 5.7 MI. S. OF STATE HIGHWAY 28, STATION IS ON THE
 OY0815'HIGHEST POINT ON A N.-S. RIDGE.
 OY0815'
 OY0815'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND STATE HIGHWAY 48
 OY0815'IN ROBERTS, DRIVE N. ON HIGHWAY 91 FOR 1.7 MI. TO A CROSSROAD,
 OY0815'TURN LEFT (W.) ON GRAVELED RD. AND DRIVE 4 MI. TO A RD. FORK, TAKE
 OY0815'LEFT FORK SW. FOR 0.8 MI. TO A RD. FORK, TAKE RIGHT FORK AND FOLLOW
 OY0815'MAIN TRAVELED RD. 2 MI. TO A Y-RD. FORK, TAKE RIGHT FORK AND FOLLOW
 OY0815'MAIN TRAVELED RD. 3 MI. TO A CROSSROAD, TURN LEFT AND FOLLOW MAIN
 OY0815'TRAVELED RD. 3.2 MI. TO A RD. CROSSING UNDER A POWER LINE, TURN
 OY0815'RIGHT AND FOLLOW THE POWER LINE NW. 2.3 MI., FROM THIS POINT
 OY0815'TRAVEL W. ACROSS COUNTRY 0.8 MI. TO A BROWN-COLORED HUMP ON THE
 OY0815'RIDGE AND STATION.
 OY0815'
 OY0815'STATION MARK--STANDARD TABLET STAMPED---ARID 1963--- CEMENTED IN
 OY0815'DRILL HOLE IN ROCK OUTCROP.
 OY0815'
 OY0815'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---NO 1 1963---
 OY0815'CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 15.12 FT. FROM STATION,
 OY0815'N 64 DEG 03 MIN W.
 OY0815'
 OY0815'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO 2 1963---
 OY0815'CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 14.40 FT. FROM STATION,
 OY0815'N 44 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1523 ***********************************************************************
 NU1523  DESIGNATION -  ARIMO LDS CHURCH SPIRE
 NU1523  PID         -  NU1523
 NU1523  STATE/COUNTY-  ID/BANNOCK
 NU1523  USGS QUAD   -  ARIMO (1968)
 NU1523
 NU1523                         *CURRENT SURVEY CONTROL
 NU1523  ___________________________________________________________________
 NU1523* NAD 83(1992)-  42 33 40.32573(N)    112 10 24.98816(W)     ADJUSTED  
 NU1523* NAVD 88     -                                                        
 NU1523  ___________________________________________________________________
 NU1523  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 NU1523  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NU1523
 NU1523  HORZ ORDER  -  THIRD
 NU1523
 NU1523.The horizontal coordinates were established by classical geodetic methods
 NU1523.and adjusted by the National Geodetic Survey in July 1992..
 NU1523
 NU1523
 NU1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1523
 NU1523.The geoid height was determined by GEOID03.
 NU1523
 NU1523;                    North         East     Units Scale Factor Converg.
 NU1523;SPC ID E     -    99,355.707   199,430.031   MT  0.99994737   -0 00 16.9
 NU1523;UTM  12      - 4,712,756.253   403,662.696   MT  0.99971418   -0 47 37.9
 NU1523
 NU1523                          SUPERSEDED SURVEY CONTROL
 NU1523
 NU1523  NAD 83(1986)-  42 33 40.31905(N)    112 10 24.97926(W) AD(       ) 4
 NU1523  NAD 27      -  42 33 40.62100(N)    112 10 22.09700(W) AD(       ) 3
 NU1523
 NU1523.Superseded values are not recommended for survey control.
 NU1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1523.See file dsdata.txt to determine how the superseded data were derived.
 NU1523
 NU1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0366312756(NAD 83)
 NU1523_MARKER: 90 = CHURCH SPIRE
 NU1523
 NU1523  HISTORY     - Date     Condition        Report By
 NU1523  HISTORY     - 1960     FIRST OBSERVED   CGS
 NU1523
 NU1523                          STATION DESCRIPTION
 NU1523
 NU1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1523'THE STATION IS ON THE NORTH SIDE OF AN EAST-WEST STREET WITHIN
 NU1523'THE VILLAGE OF ARIMO, 0.15 MILE WEST OF THE POST OFFICE AND 0.1
 NU1523'MILE EAST OF U.S. HIGHWAY 191.
 NU1523'
 NU1523'THE STATION IS THE STEEL SPIRE PROJECTING FROM THE ROOF
 NU1523'OF THE BUILDING.  THE BUILDING IS OF RED BRICK CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1525 ***********************************************************************
 NU1525  DESIGNATION -  ARKA
 NU1525  PID         -  NU1525
 NU1525  STATE/COUNTY-  ID/BANNOCK
 NU1525  USGS QUAD   -  ARIMO (1968)
 NU1525
 NU1525                         *CURRENT SURVEY CONTROL
 NU1525  ___________________________________________________________________
 NU1525* NAD 83(1992)-  42 32 53.77940(N)    112 08 33.55251(W)     ADJUSTED  
 NU1525* NAVD 88     -      1667.8    (meters)    5472.     (feet)  VERTCON   
 NU1525  ___________________________________________________________________
 NU1525  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 NU1525  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 NU1525
 NU1525  HORZ ORDER  -  SECOND
 NU1525
 NU1525.The horizontal coordinates were established by classical geodetic methods
 NU1525.and adjusted by the National Geodetic Survey in July 1992..
 NU1525
 NU1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1525
 NU1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1525
 NU1525.The geoid height was determined by GEOID03.
 NU1525
 NU1525;                    North         East     Units Scale Factor Converg.
 NU1525;SPC ID E     -    97,919.773   201,972.238   MT  0.99994742   +0 00 58.5
 NU1525;UTM  12      - 4,711,285.793   406,184.291   MT  0.99970829   -0 46 21.8
 NU1525
 NU1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1525!SPC ID E     -   0.99974056  x   0.99994742  =   0.99968799
 NU1525!UTM  12      -   0.99974056  x   0.99970829  =   0.99944892
 NU1525
 NU1525|---------------------------------------------------------------------|
 NU1525| PID    Reference Object                     Distance      Geod. Az  |
 NU1525|                                                           dddmmss.s |
 NU1525| CM4205 ARKA RM 1                            12.773 METERS 00124     |
 NU1525| CM4206 ARKA RM 2                             8.512 METERS 12142     |
 NU1525| NU1523 ARIMO LDS CHURCH SPIRE              APPROX. 2.9 KM 2992832.2 |
 NU1525|---------------------------------------------------------------------|
 NU1525
 NU1525                          SUPERSEDED SURVEY CONTROL
 NU1525
 NU1525  NAD 83(1986)-  42 32 53.77423(N)    112 08 33.54116(W) AD(       ) 2
 NU1525  NAD 27      -  42 32 54.07570(N)    112 08 30.66290(W) AD(       ) 2
 NU1525  NGVD 29 (07/19/86) 1666.7    (m)         5468.     (f) VERT ANG       
 NU1525
 NU1525.Superseded values are not recommended for survey control.
 NU1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1525.See file dsdata.txt to determine how the superseded data were derived.
 NU1525
 NU1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0618411286(NAD 83)
 NU1525_MARKER: DS = TRIANGULATION STATION DISK
 NU1525_SETTING: 80 = SET IN A BOULDER
 NU1525_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1525
 NU1525  HISTORY     - Date     Condition        Report By
 NU1525  HISTORY     - 1960     MONUMENTED       CGS
 NU1525
 NU1525                          STATION DESCRIPTION
 NU1525
 NU1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1525'THE STATION IS ABOUT 8-1/2 MILES NORTH OF DOWNEY AND 2 MILES
 NU1525'SOUTHEAST OF ARIMO ON A ROCK AND JUNIPER-COVERED KNOB SURROUNDED
 NU1525'BY CULTIVATED FIELDS.
 NU1525'
 NU1525'TO REACH FROM THE POST OFFICE AND RAILROAD DEPOT IN ARIMO,
 NU1525'GO SOUTH ON BLACK-TOPPED ROAD THAT PARALLELS THE RAILROAD
 NU1525'TRACKS FOR 0.6 MILE TO A DRIVEWAY THAT CROSSES THE RAILROAD
 NU1525'TRACKS AND LEADS TO FARM HOUSE.  TURN LEFT, EAST, ON DRIVEWAY
 NU1525'AND PASS TO THE WEST AND SOUTH OF FARM HOUSE AND POTATO CELLAR
 NU1525'FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH WIRE GATE AND TAKE
 NU1525'TRACK ROAD EASTERLY FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH
 NU1525'WIRE GATE AND TAKE TRACK ROAD EASTERLY FOR 0.1 MILE TO A WIRE
 NU1525'GATE.  PASS THROUGH, BEARING TO THE RIGHT, AND CONTINUE ON
 NU1525'TRACK ROAD THROUGH CULTIVATED FIELD TOWARDS TOP OF RIDGE
 NU1525'FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH, BEARING TO THE
 NU1525'LEFT, ON TRACK ROAD AROUND THE SIDE OF THE RIDGE FOR 0.2
 NU1525'MILE TO A WIRE GATE.  PASS THROUGH AND CONTINUE ON TRACK
 NU1525'ROAD ALONG LEFT SIDE OF FENCE LINE FOR 0.25 MILE TO A WIRE
 NU1525'GATE.  PASS THROUGH AND CONTINUE ON TRACK ROAD THROUGH
 NU1525'CULTIVATED AREA FOR 0.3 MILE TO A PLANK BRIDGE OVER A
 NU1525'CANAL.  TURN RIGHT, AFTER CROSSING BRIDGE, AND GO ALONG
 NU1525'EAST SIDE OF CANAL FOR 0.1 MILE.  HERE BEAR LEFT UP CREST OF
 NU1525'SMALL RIDGE FOR 0.3 MILE TO AN OLD FENCE CORNER.  TAKE TRACK
 NU1525'ROAD, SOUTHERLY, DOWN THROUGH DEEP WASH FOR 0.05 MILE.  TURN
 NU1525'LEFT UP STEEP RIDGE FOR 0.25 MILE TO A NORTH-SOUTH FENCE
 NU1525'LINE.  TURN, NORTHERLY, ALONG WEST SIDE OF FENCE LINE FOR
 NU1525'0.35 MILE TO A POWER LINE AND TRACK ROAD.  CROSS OVER
 NU1525'FENCE HERE AND CONTINUE 0.25 MILE ALONG EDGE OF CULTIVATED
 NU1525'FIELD TO ROCKY KNOB AND STATION.
 NU1525'
 NU1525'STATION MARK, STAMPED ARKA 1960, IS A STANDARD DISK CEMENTED
 NU1525'IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 6 INCHES.
 NU1525'
 NU1525'REFERENCE MARK 1, STAMPED ARKA NO 1 1960, IS A STANDARD DISK
 NU1525'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 2-1/2
 NU1525'FEET.  THE MARK IS ABOUT 1 FOOT LOWER THAN THE STATION.
 NU1525'
 NU1525'REFERENCE MARK 2, STAMPED ARKA NO 2 1960, IS A STANDARD DISK
 NU1525'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 2 FEET.
 NU1525'THE MARK IS ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1265 ***********************************************************************
 QB1265  DESIGNATION -  ARLING
 QB1265  PID         -  QB1265
 QB1265  STATE/COUNTY-  ID/VALLEY
 QB1265  USGS QUAD   -  DONNELLY (1985)
 QB1265
 QB1265                         *CURRENT SURVEY CONTROL
 QB1265  ___________________________________________________________________
 QB1265* NAD 83(1992)-  44 39 24.95980(N)    116 02 53.17035(W)     ADJUSTED  
 QB1265* NAVD 88     -      1521.9    (meters)    4993.     (feet)  VERTCON   
 QB1265  ___________________________________________________________________
 QB1265  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 QB1265  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 QB1265
 QB1265  HORZ ORDER  -  THIRD
 QB1265
 QB1265.The horizontal coordinates were established by classical geodetic methods
 QB1265.and adjusted by the National Geodetic Survey in July 1992..
 QB1265
 QB1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1265
 QB1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1265
 QB1265.The geoid height was determined by GEOID03.
 QB1265
 QB1265;                    North         East     Units Scale Factor Converg.
 QB1265;SPC ID W     -   332,227.466   776,357.268   MT  0.99994020   -0 12 34.3
 QB1265;UTM  11      - 4,945,281.845   575,470.454   MT  0.99967004   +0 40 08.7
 QB1265
 QB1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1265!SPC ID W     -   0.99976379  x   0.99994020  =   0.99970400
 QB1265!UTM  11      -   0.99976379  x   0.99967004  =   0.99943391
 QB1265
 QB1265|---------------------------------------------------------------------|
 QB1265| PID    Reference Object                     Distance      Geod. Az  |
 QB1265|                                                           dddmmss.s |
 QB1265| CD4203 ARLING RM 1                           9.913 METERS 00505     |
 QB1265| CD4204 ARLING RM 2                          10.592 METERS 26930     |
 QB1265| CD4202 ARLING AZ MK                                       3100403.6 |
 QB1265| QB1263 NO BUSINESS LOOKOUT HOUSE           APPROX.16.7 KM 3153227.2 |
 QB1265|---------------------------------------------------------------------|
 QB1265
 QB1265                          SUPERSEDED SURVEY CONTROL
 QB1265
 QB1265  NAD 83(1986)-  44 39 24.96030(N)    116 02 53.16888(W) AD(       ) 3
 QB1265  NAD 27      -  44 39 25.33904(N)    116 02 49.72455(W) AD(       ) 3
 QB1265  NGVD 29 (07/19/86) 1520.8    (m)         4989.     (f) VERT ANG       
 QB1265
 QB1265.Superseded values are not recommended for survey control.
 QB1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1265.See file dsdata.txt to determine how the superseded data were derived.
 QB1265
 QB1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK7547045282(NAD 83)
 QB1265_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QB1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1265_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QB1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB1265+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 QB1265
 QB1265  HISTORY     - Date     Condition        Report By
 QB1265  HISTORY     - 1959     MONUMENTED       CGS
 QB1265  HISTORY     - 20040420 GOOD             FORSGN
 QB1265
 QB1265                          STATION DESCRIPTION
 QB1265
 QB1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QB1265'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF DONNELLY,
 QB1265'8.5 MILES NORTH OF CASCADE.  IT IS ON A HIGH BARE BENCH OF
 QB1265'THE WOODED HILLS TO THE EAST OF STATE HIGHWAY 15 AND ALONG
 QB1265'AN OLD DIRT ROAD.  IT IS ON THE PROPERTY OWNED BY MR. JACK
 QB1265'KANTOLA.
 QB1265'
 QB1265'TO REACH THE STATION FROM THE DONNELLY POST OFFICE, PROCEED
 QB1265'SOUTH ON STATE HIGHWAY 15 FOR 5.0 MILES TO A SIDE ROAD LEFT
 QB1265'(EAST).  TURN LEFT (EAST), NOTING AZIMUTH MARK IN SOUTHEAST
 QB1265'CORNER OF INTERSECTION, AND PROCEED 0.3 MILES EAST ALONG DIRT
 QB1265'ROAD TO AN OLD CROSSROAD.  TURN RIGHT (SOUTH) AND GO 0.25
 QB1265'MILES TO A FENCE CORNER AND GATE ON LEFT AND STATION.
 QB1265'
 QB1265'THE STATION MARK IS A STANDARD DISK, STAMPED ARLING 1959,
 QB1265'SET IN A CONCRETE MONUMENT, PROJECTING 5 INCHES.  IT IS 17.2
 QB1265'FEET EAST OF THE CENTERLINE OF THE DIRT ROAD RUNNING NORTH-SOUTH,
 QB1265'2 FEET NORTH OF FENCELINE CORNER, 7.0 FEET SOUTHWEST OF A
 QB1265'WITNESS POST, 5.1 FEET WEST OF WIRE FENCE.
 QB1265'
 QB1265'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ARLING
 QB1265'NO. 1 1959, SET IN A CONCRETE MONUMENT PROJECTING 4 INCHES.
 QB1265'IT IS 1.6 FEET WEST OF A WIRE FENCE, 17.7 FEET EAST OF THE
 QB1265'CENTERLINE OF THE DIRT ROAD RUNNING NORTH-SOUTH.
 QB1265'
 QB1265'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ARLING
 QB1265'NO. 2 1959, SET IN A CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 QB1265'IT IS 15.0 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD
 QB1265'RUNNING NORTH-SOUTH, 5 FEET NORTHEAST OF AN OLD FENCEPOST,
 QB1265'AND 2-1/2 FEET LOWER THAN THE STATION MARK.
 QB1265'
 QB1265'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ARLING 1959,
 QB1265'SET IN A CONCRETE MONUMENT, PROJECTING 4 INCHES.  IT IS 12.2
 QB1265'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 15, 28.0 FEET
 QB1265'SOUTH OF THE CENTERLINE OF THE DIRT ROAD RUNNING EAST, 35.2
 QB1265'FEET SOUTHEAST OF THE INTERSECTION OF THE DIRT ROAD WITH
 QB1265'HIGHWAY 15, AND 3 FEET EAST OF MAIL BOXES.
 QB1265
 QB1265                          STATION RECOVERY (2004)
 QB1265
 QB1265'RECOVERY NOTE BY FORSGREN AND ASSOCIATES 2004 (DCL)
 QB1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY1008 ***********************************************************************
 RY1008  DESIGNATION -  ARMSTRONG LOOKOUT TOWER
 RY1008  PID         -  RY1008
 RY1008  STATE/COUNTY-  ID/CLEARWATER
 RY1008  USGS QUAD   -  TOWNSHIP BUTTE (1994)
 RY1008
 RY1008                         *CURRENT SURVEY CONTROL
 RY1008  ___________________________________________________________________
 RY1008* NAD 83(1992)-  46 48 13.73282(N)    115 53 42.56235(W)     ADJUSTED  
 RY1008* NAVD 88     -                                                        
 RY1008  ___________________________________________________________________
 RY1008  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 RY1008  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 RY1008
 RY1008  HORZ ORDER  -  THIRD
 RY1008
 RY1008.The horizontal coordinates were established by classical geodetic methods
 RY1008.and adjusted by the National Geodetic Survey in July 1992..
 RY1008
 RY1008
 RY1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1008
 RY1008.The geoid height was determined by GEOID03.
 RY1008
 RY1008;                    North         East     Units Scale Factor Converg.
 RY1008;SPC ID W     -   570,795.943   788,920.394   MT  0.99993484   -0 06 21.0
 RY1008;UTM  11      - 5,183,955.710   584,303.028   MT  0.99968735   +0 48 19.8
 RY1008
 RY1008                          SUPERSEDED SURVEY CONTROL
 RY1008
 RY1008  NAD 83(1986)-  46 48 13.73693(N)    115 53 42.56033(W) AD(       ) 4
 RY1008  NAD 27      -  46 48 14.07600(N)    115 53 39.01900(W) AD(       ) 3
 RY1008
 RY1008.Superseded values are not recommended for survey control.
 RY1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1008.See file dsdata.txt to determine how the superseded data were derived.
 RY1008
 RY1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM8430383956(NAD 83)
 RY1008
 RY1008  HISTORY     - Date     Condition        Report By
 RY1008  HISTORY     - 1959     MONUMENTED       CGS
 RY1008
 RY1008                          STATION DESCRIPTION
 RY1008
 RY1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY1008'THE STATION IS THE TOP-CENTER OF THE TOWER.  THE TOWER IS ABOUT
 RY1008'13-3/4 MILES EAST AND 1-1/2 MILES NORTH OF ELK RIVER, 1-1/2
 RY1008'MILES SOUTH AND 1 MILE EAST OF THE JUNCTION OF THE LITTLE NORTH
 RY1008'FORK AND THE NORTH FORK OF THE CLEARWATER RIVER AND IN SECTION
 RY1008'13, T 40 N, R 4 E.  THE 8 X 8 FOOT WOOD CAB IS SUPPORTED
 RY1008'BY FOUR WOOD POLES AND IS 94 FEET HIGH.  THE HEIGHT WAS OBTAINED
 RY1008'FROM THE FOREST SERVICE.  THIS TOWER IS OWNED BY THE CLEARWATER
 RY1008'TIMBER PROTECTIVE ASSOCIATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1645 ***********************************************************************
 NU1645  DESIGNATION -  ARNOLD
 NU1645  PID         -  NU1645
 NU1645  STATE/COUNTY-  ID/POWER
 NU1645  USGS QUAD   -  AMERICAN FALLS (1971)
 NU1645
 NU1645                         *CURRENT SURVEY CONTROL
 NU1645  ___________________________________________________________________
 NU1645* NAD 83(1994)-  42 45 23.89087(N)    112 48 40.90575(W)     ADJUSTED  
 NU1645* NAVD 88     -      1562.7    (meters)    5127.     (feet)  VERTCON   
 NU1645  ___________________________________________________________________
 NU1645  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 NU1645  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 NU1645
 NU1645  HORZ ORDER  -  THIRD
 NU1645
 NU1645.The horizontal coordinates were established by classical geodetic methods
 NU1645.and adjusted by the National Geodetic Survey in June 1998..
 NU1645
 NU1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1645
 NU1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1645
 NU1645.The geoid height was determined by GEOID03.
 NU1645
 NU1645;                    North         East     Units Scale Factor Converg.
 NU1645;SPC ID E     -   121,266.194   147,226.556   MT  0.99998162   -0 26 15.7
 NU1645;UTM  12      - 4,735,381.162   351,775.492   MT  0.99987030   -1 13 47.8
 NU1645
 NU1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1645!SPC ID E     -   0.99975707  x   0.99998162  =   0.99973869
 NU1645!UTM  12      -   0.99975707  x   0.99987030  =   0.99962740
 NU1645
 NU1645:                Primary Azimuth Mark                     Grid Az
 NU1645:SPC ID E     -  BOWER                                    290 07 41.7
 NU1645:UTM  12      -  BOWER                                    290 55 13.8
 NU1645
 NU1645|---------------------------------------------------------------------|
 NU1645| PID    Reference Object                     Distance      Geod. Az  |
 NU1645|                                                           dddmmss.s |
 NU1645| NU1646 BOWER                               APPROX.15.0 KM 2894126.0 |
 NU1645|---------------------------------------------------------------------|
 NU1645
 NU1645                          SUPERSEDED SURVEY CONTROL
 NU1645
 NU1645  NAD 83(1992)-  42 45 23.89087(N)    112 48 40.90575(W) AD(       ) 3
 NU1645  NAD 83(1986)-  42 45 23.88595(N)    112 48 40.89391(W) AD(       ) 3
 NU1645  NAD 27      -  42 45 24.20683(N)    112 48 37.92867(W) AD(       ) 3
 NU1645  NGVD 29 (07/19/86) 1561.7    (m)         5124.     (f) VERT ANG       
 NU1645
 NU1645.Superseded values are not recommended for survey control.
 NU1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1645.See file dsdata.txt to determine how the superseded data were derived.
 NU1645
 NU1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5177535381(NAD 83)
 NU1645_MARKER: DD = SURVEY DISK
 NU1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1645+STABILITY: SURFACE MOTION
 NU1645
 NU1645  HISTORY     - Date     Condition        Report By
 NU1645  HISTORY     - 1934     MONUMENTED       USGS
 NU1645
 NU1645                          STATION DESCRIPTION
 NU1645
 NU1645'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 NU1645'LOCATED 1.5 MI. S. AND 1.5 MI. E. OF AMERICAN FALLS, ON BARE HILL.
 NU1645'
 NU1645'TO REACH FROM AMERICAN FALLS, GO 0.5 MI. S. FROM COUNTY COURTHOUSE,
 NU1645'THENCE VIA COUNTY HIGHWAY FOR 2.5 MI. SE., THENCE 0.9 MI. NE. TO
 NU1645'STATION ON TOP OF MOST NORTHERLY OF TWO HILLS OF APPROXIMATELY EQUAL
 NU1645'ELEVATION.
 NU1645'
 NU1645'STATION MARK--STANDARD USGS TABLET STAMPED---ARNOLD 1934---, CEMENTED
 NU1645'IN BEDROCK, 6 IN. BELOW SURFACE OF GROUND.
 NU1645'
 NU1645'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 NU1645'---ARNOLD 1934 NO 1---, CEMENTED IN ROCK OUTCROP, 70.82 FT. FROM
 NU1645'STATION MARK, S 27 DEG 50 MIN W.
 NU1645'
 NU1645'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 NU1645'---ARNOLD 1934 NO 2---, CEMENTED IN ROCK OUTCROP, 78.89 FT. FROM
 NU1645'STATION MARK, N 51 DEG 55 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0794 ***********************************************************************
 OY0794  DESIGNATION -  ARNOLD
 OY0794  PID         -  OY0794
 OY0794  STATE/COUNTY-  ID/BONNEVILLE
 OY0794  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0794
 OY0794                         *CURRENT SURVEY CONTROL
 OY0794  ___________________________________________________________________
 OY0794* NAD 83(1992)-  43 30 57.99694(N)    112 04 58.35737(W)     ADJUSTED  
 OY0794* NAVD 88     -      1452.8    (meters)    4766.     (feet)  VERTCON   
 OY0794  ___________________________________________________________________
 OY0794  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OY0794  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 OY0794
 OY0794  HORZ ORDER  -  SECOND
 OY0794
 OY0794.This mark is at Fanning Field Airport (IDA)
 OY0794
 OY0794.The horizontal coordinates were established by classical geodetic methods
 OY0794.and adjusted by the National Geodetic Survey in July 1992..
 OY0794
 OY0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0794
 OY0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0794
 OY0794.The geoid height was determined by GEOID03.
 OY0794
 OY0794;                    North         East     Units Scale Factor Converg.
 OY0794;SPC ID E     -   205,437.649   206,774.468   MT  0.99994793   +0 03 27.7
 OY0794;UTM  12      - 4,818,700.077   412,478.534   MT  0.99969422   -0 44 44.4
 OY0794
 OY0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0794!SPC ID E     -   0.99977407  x   0.99994793  =   0.99972202
 OY0794!UTM  12      -   0.99977407  x   0.99969422  =   0.99946836
 OY0794
 OY0794:                Primary Azimuth Mark                     Grid Az
 OY0794:SPC ID E     -  IDA 15 112                               012 38 08.7
 OY0794:UTM  12      -  IDA 15 112                               013 26 20.8
 OY0794
 OY0794|---------------------------------------------------------------------|
 OY0794| PID    Reference Object                     Distance      Geod. Az  |
 OY0794|                                                           dddmmss.s |
 OY0794| OY0021 IDA 15 112                          APPROX. 6.1 KM 0124136.4 |
 OY0794| CN3884 ARNOLD RM 1                           7.007 METERS 20853     |
 OY0794| CN3885 ARNOLD RM 2                           5.530 METERS 31741     |
 OY0794|---------------------------------------------------------------------|
 OY0794
 OY0794                          SUPERSEDED SURVEY CONTROL
 OY0794
 OY0794  NAD 83(1986)-  43 30 57.98874(N)    112 04 58.34383(W) AD(       ) 2
 OY0794  NAD 27      -  43 30 58.30080(N)    112 04 55.44270(W) AD(       ) 2
 OY0794  NGVD 29 (07/19/86) 1451.7    (m)         4763.     (f) VERT ANG       
 OY0794
 OY0794.Superseded values are not recommended for survey control.
 OY0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0794.See file dsdata.txt to determine how the superseded data were derived.
 OY0794
 OY0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1247918700(NAD 83)
 OY0794_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0794_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OY0794
 OY0794  HISTORY     - Date     Condition        Report By
 OY0794  HISTORY     - 1959     MONUMENTED       CGS
 OY0794  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OY0794  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OY0794  HISTORY     - 1968     SEE DESCRIPTION  CGS
 OY0794  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OY0794  HISTORY     - 19980823 MARK NOT FOUND   ID0790
 OY0794
 OY0794                          STATION DESCRIPTION
 OY0794
 OY0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0794'THE STATION IS 1.3 MILES NORTH ALONG U.S. HIGHWAY 91 FROM
 OY0794'ITS INTERSECTION WITH U.S. HIGHWAY 20, NORTHWEST OF IDAHO
 OY0794'FALLS, ABOUT 0.75 MILE EAST OF THE NEW ADMINISTRATION BUILDING
 OY0794'AT THE IDAHO FALLS AIRPORT (FANNING FIELD), 41 FEET EAST OF
 OY0794'THE CENTER LINE OF U.S. HIGHWAY 91 AND 11 FEET EAST OF THE
 OY0794'PROPERTY AND RIGHT OF WAY FENCE LINE.
 OY0794'
 OY0794'THE STATION, WITH UNDERGROUND MARK, STAMPED ARNOLD 1959 IS
 OY0794'A STANDARD DISK SET IN THE TOP OF AN IRREGULAR CONCRETE POST WHICH
 OY0794'WILL EVENTUALLY BE COVERED TO A DEPTH OF FROM 1 TO 2 FEET.
 OY0794'FILLING AND LEVELING OF THE CULTIVATED FIELD IS NOW IN PROGRESS.
 OY0794'
 OY0794'REFERENCE MARK 1 STAMPED ARNOLD NO 1 1959, IS A STANDARD
 OY0794'DISK SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF AN IRRIGATION
 OY0794'SYPHON, 2 FEET EAST OF THE NORTH GATE POST AND ABOUT 32 FEET
 OY0794'EAST OF THE CENTER LINE OF THE HIGHWAY.
 OY0794'
 OY0794'REFERENCE MARK 2 STAMPED ARNOLD NO 2 1959, IS A STANDARD
 OY0794'DISK SET IN CONCRETE IN A SECTION OF SOIL PIPE 1 FOOT EAST
 OY0794'OF THE FENCE LINE AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 OY0794'POST WITH SIGN ATTACHED.
 OY0794'
 OY0794'A 2-WHEEL DRIVE STATION.
 OY0794
 OY0794                          STATION RECOVERY (1960)
 OY0794
 OY0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0794'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  THE STATION
 OY0794'IS 0.75 MILE WEST OF THE ADMINISTRATION BUILDING AND EXCEPT
 OY0794'FOR THIS FACT THE ORIGINAL DESCRIPTION IS ADEQUATE.
 OY0794'
 OY0794'STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY AND WAS USED
 OY0794'FOR CHECK ANGLE PURPOSES ONLY.
 OY0794
 OY0794                          STATION RECOVERY (1963)
 OY0794
 OY0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 OY0794'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OY0794
 OY0794                          STATION RECOVERY (1968)
 OY0794
 OY0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 OY0794'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 OY0794'HIGHWAY 15 AND U.S. HIGHWAY 20, GO WEST ON U.S. 20 FOR 1.95
 OY0794'MILES TO OSGOOD ROAD, PREVIOUSLY KNOWN AS U.S. HIGHWAY 91,
 OY0794'TURN RIGHT, NORTH, AND CONTINUE NORTHEAST AND THEN NORTH FOR
 OY0794'1.50 MILES TO THE STATION AND REFERENCE MARKS ON THE RIGHT.
 OY0794'
 OY0794'THE STATION, WITH UNDERGROUND MARK, STAMPED ARNOLD 1959 IS
 OY0794'A STANDARD DISK SET IN THE TOP OF AN IRREGULAR CONCRETE POST,
 OY0794'ABOUT 0.5 FOOT BELOW THE LEVEL OF THE GROUND.  41 FEET EAST
 OY0794'OF THE CENTER LINE OF THE ROAD.  11 FEET EAST OF THE RIGHT
 OY0794'OF WAY FENCE.  15 FEET NORTH OF THE DIRT ROAD ENTERING THE
 OY0794'CULTIVATED FIELD.
 OY0794'
 OY0794'REFERENCE MARK 1 STAMPED ARNOLD NO 1 1959, IS A STANDARD
 OY0794'DISK SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF AN IRRIGATION
 OY0794'SYPHON, 2 FEET EAST OF THE NORTH GATE POST AND ABOUT 32 FEET
 OY0794'EAST OF THE CENTER LINE OF THE ROAD AND ON THE NORTH EDGE
 OY0794'OF THE DIRT ROAD ENTERING THE CULTIVATED FIELD.
 OY0794'
 OY0794'REFERENCE MARK 2 STAMPED ARNOLD NO 2 1959, IS A STANDARD
 OY0794'DISK SET IN THE TOP OF A 6 INCH SECTION OF SOIL PIPE FILLED
 OY0794'WITH CONCRETE AND PROJECTING 10 INCHES.  IT IS 1 FOOT EAST
 OY0794'OF THE FENCE LINE AND 1 FOOT SOUTHEAST OF A METAL WITNESS
 OY0794'POST WITH SIGN ATTACHED.
 OY0794'
 OY0794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES
 OY0794'NORTHWEST OF IDAHO FALLS
 OY0794
 OY0794                          STATION RECOVERY (1970)
 OY0794
 OY0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 OY0794'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 OY0794'DESCRIBED AND IN GOOD CONDITION.
 OY0794'
 OY0794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 2
 OY0794'MILES NW OF IDAHO FALLS
 OY0794
 OY0794                          STATION RECOVERY (1998)
 OY0794
 OY0794'RECOVERY NOTE BY CITY OF IDAHO FALLS IDAHO 1998 (DJ)
 OY0794'AFTER A PROLONGED SEARCH THIS MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0157 ***********************************************************************
 NV0157  DESIGNATION -  ARP
 NV0157  PID         -  NV0157
 NV0157  STATE/COUNTY-  ID/TWIN FALLS
 NV0157  USGS QUAD   -  HUB BUTTE (1979)
 NV0157
 NV0157                         *CURRENT SURVEY CONTROL
 NV0157  ___________________________________________________________________
 NV0157* NAD 83(1986)-  42 28 55.     (N)    114 29 15.     (W)     SCALED    
 NV0157* NAVD 88     -      1261.666  (meters)    4139.32   (feet)  ADJUSTED  
 NV0157  ___________________________________________________________________
 NV0157  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 NV0157  DYNAMIC HT  -        1260.954 (meters)    4136.98  (feet)  COMP
 NV0157  MODELED GRAV-     980,012.9   (mgal)                       NAVD 88
 NV0157
 NV0157  VERT ORDER  -  SECOND    CLASS 0
 NV0157
 NV0157.This mark is at Twin Falls-Sun Valley Reg Joslin Fld Airport (TWF)
 NV0157
 NV0157.The horizontal coordinates were scaled from a topographic map and have
 NV0157.an estimated accuracy of +/- 6 seconds.
 NV0157
 NV0157.The orthometric height was determined by differential leveling
 NV0157.and adjusted by the National Geodetic Survey in June 1991..
 NV0157
 NV0157.The geoid height was determined by GEOID03.
 NV0157
 NV0157.The dynamic height is computed by dividing the NAVD 88
 NV0157.geopotential number by the normal gravity value computed on the
 NV0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0157.degrees latitude (g = 980.6199 gals.).
 NV0157
 NV0157.The modeled gravity was interpolated from observed gravity values.
 NV0157
 NV0157;                    North         East    Units  Estimated Accuracy
 NV0157;SPC ID C     -    90,670.      459,920.      MT  (+/- 180 meters Scaled)
 NV0157
 NV0157                          SUPERSEDED SURVEY CONTROL
 NV0157
 NV0157  NGVD 29 (??/??/92) 1260.74   (m)         4136.3    (f) COMPUTED    2 0
 NV0157
 NV0157.Superseded values are not recommended for survey control.
 NV0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0157.See file dsdata.txt to determine how the superseded data were derived.
 NV0157
 NV0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH065063(NAD 83)
 NV0157_MARKER: DT = TOPOGRAPHIC STATION DISK
 NV0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0157_STAMPING: ARP 1963
 NV0157_MARK LOGO: CGS   
 NV0157_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NV0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0157
 NV0157  HISTORY     - Date     Condition        Report By
 NV0157  HISTORY     - 1963     MONUMENTED       CGS
 NV0157  HISTORY     - 1967     GOOD             NGS
 NV0157  HISTORY     - 1979     MARK NOT FOUND   USGS
 NV0157  HISTORY     - 19930615 GOOD             NGS
 NV0157
 NV0157                          STATION DESCRIPTION
 NV0157
 NV0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NV0157'IN TWIN FALLS MUN AIRPORT.
 NV0157'LOCATED AT TWIN FALLS MUNICIPAL AIRPORT (JOSLIN FIELD) 267.1 FEET N OF
 NV0157'THE C/L OF RUNWAY 7-25.  187.2 FT. SW OF THE C/L OF RUNWAY 12-30.
 NV0157'257.7 FEET S OF THE C/L INTERSECTION OF RUNWAY 12-30 AND A TAXIWAY.
 NV0157'205.6 FEET NW OF THE 2ND. RUNWAY LIGHT W OF THE INTERSECTION OF RUNWAY
 NV0157'12-30 AND 7-25.  AND 211.7 FEET NNE OF THE 3RD. RUNWAY LIGHT W OF THE
 NV0157'SAME INTERSECTION.
 NV0157
 NV0157                          STATION RECOVERY (1979)
 NV0157
 NV0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NV0157'MARK NOT FOUND.
 NV0157
 NV0157                          STATION RECOVERY (1993)
 NV0157
 NV0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NV0157'IN THE APPROXIMATE CENTER OF THE AIRPORT, 267.1 FT (81.4 M) NORTH OF
 NV0157'THE CENTERLINE OF RUNWAY 7-25, 187.2 FT (57.1 M) SOUTHWEST OF THE
 NV0157'CENTERLINE OF RUNWAY 12-30, 257.7 FT (78.5 M) SOUTH OF THE CENTERLINE
 NV0157'INTERSECTION OF RUNWAY 12-30 AND A TAXIWAY, 205.6 FT (62.7 M)
 NV0157'NORTHWEST OF THE SECOND RUNWAY LIGHT WEST OF THE INTERSECTION OF
 NV0157'RUNWAY 12-30 AND 7-25, AND 211.7 FT (64.5 M) NORTH-NORTHEAST OF THE
 NV0157'THIRD RUNWAY LIGHT WEST OF THE SAME INTERSECTION.  A STANDARD
 NV0157'TOPOGRAPHIC DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT AND
 NV0157'STAMPED-ARP 1963.  THE MARK IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1152 ***********************************************************************
 NU1152  DESIGNATION -  ARP
 NU1152  PID         -  NU1152
 NU1152  STATE/COUNTY-  ID/CASSIA
 NU1152  USGS QUAD   -  BURLEY SE (1978)
 NU1152
 NU1152                         *CURRENT SURVEY CONTROL
 NU1152  ___________________________________________________________________
 NU1152* NAD 83(1986)-  42 32 29.     (N)    113 46 30.     (W)     SCALED    
 NU1152* NAVD 88     -      1265.185  (meters)    4150.86   (feet)  ADJUSTED  
 NU1152  ___________________________________________________________________
 NU1152  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 NU1152  DYNAMIC HT  -        1264.462 (meters)    4148.49  (feet)  COMP
 NU1152  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 NU1152
 NU1152  VERT ORDER  -  SECOND    CLASS 0
 NU1152
 NU1152.This mark is at Burley Municipal Airport (BYI)
 NU1152
 NU1152.The horizontal coordinates were scaled from a topographic map and have
 NU1152.an estimated accuracy of +/- 6 seconds.
 NU1152
 NU1152.The orthometric height was determined by differential leveling
 NU1152.and adjusted by the National Geodetic Survey in June 1991..
 NU1152
 NU1152.The geoid height was determined by GEOID03.
 NU1152
 NU1152.The dynamic height is computed by dividing the NAVD 88
 NU1152.geopotential number by the normal gravity value computed on the
 NU1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1152.degrees latitude (g = 980.6199 gals.).
 NU1152
 NU1152.The modeled gravity was interpolated from observed gravity values.
 NU1152
 NU1152;                    North         East    Units  Estimated Accuracy
 NU1152;SPC ID C     -    97,180.      518,480.      MT  (+/- 180 meters Scaled)
 NU1152
 NU1152                          SUPERSEDED SURVEY CONTROL
 NU1152
 NU1152  NGVD 29 (??/??/92) 1264.22   (m)         4147.7    (f) COMPUTED    2 0
 NU1152
 NU1152.Superseded values are not recommended for survey control.
 NU1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1152.See file dsdata.txt to determine how the superseded data were derived.
 NU1152
 NU1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN721136(NAD 83)
 NU1152_MARKER: DM = MAGNETIC STATION DISK
 NU1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1152_STAMPING: 1943
 NU1152_MARK LOGO: CGS   
 NU1152_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1152
 NU1152  HISTORY     - Date     Condition        Report By
 NU1152  HISTORY     - 1943     MONUMENTED       CGS
 NU1152  HISTORY     - 1960     GOOD             NGS
 NU1152  HISTORY     - 1972     GOOD             NGS
 NU1152  HISTORY     - 1983     POOR             NGS
 NU1152  HISTORY     - 19861015 GOOD             NGS
 NU1152
 NU1152                          STATION DESCRIPTION
 NU1152
 NU1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1152'IN BURLEY AIRPORT.
 NU1152'AT BURLEY AIRPORT, CASSIA COUNTY, 0.3 MILE WEST OF A BRICK HANGAR, AT
 NU1152'THE CENTER OF THE FIELD, INSIDE A LARGE CONCRETE CIRCLE WITH DEGREES
 NU1152'AND DIRECTIONS PAINTED ON IT, IN THE LOWER POINT OF A LARGE CONCRETE
 NU1152'M, AND FLUSH WITH THE GROUND.  A STANDARD MAGNETIC-STATION DISK,
 NU1152'STAMPED 1943.
 NU1152
 NU1152                          STATION RECOVERY (1972)
 NU1152
 NU1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NU1152'RECOVERED IN GOOD CONDITION.
 NU1152
 NU1152                          STATION RECOVERY (1983)
 NU1152
 NU1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1152'RECOVERED IN POOR CONDITION AND WILL NOT BE LEVELED TO.  ADD--107.3
 NU1152'METERS (352 FT) EAST OF THE WIND SOCK, 118.3 METERS (388 FT) NORTHEAST
 NU1152'OF THE NORTHEAST EDGE OF THE NORTHWEST-SOUTHEAST RUNWAY.
 NU1152
 NU1152                          STATION RECOVERY (1986)
 NU1152
 NU1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DMM)
 NU1152'ABOUT 0.3 MI (0.5 KM) WEST OF THE FAA FLIGHT SERVICE STATION AND
 NU1152'HANGAR AT THE BURLEY MUNI AIRPORT, IN THE APPROXIMATE CENTER OF THE
 NU1152'AIRPORT, SET IN A DRILL HOLE IN THE CENTER PART OF A CONCRETE PAD. THE
 NU1152'STATION IS 1050 FT (320.0 M) NW OF THE CENTERLINE INTERSECTION OF
 NU1152'RUNWAYS 2-20 AND 10-28 ABANDONED, 1485 FT (452.6 M) EAST OF THE
 NU1152'CENTERLINE INTERSECTION OF RUNWAYS 10-28 AND 6-24.  A STANDARD
 NU1152'MAGNETIC STATION STAMPED--1943 SET IN A DRILL HOLE.  A WITNESS POST
 NU1152'HAS BEEN PLACED 1.0 FT (0.3 M) EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1663 ***********************************************************************
 NU1663  DESIGNATION -  ARROW
 NU1663  PID         -  NU1663
 NU1663  STATE/COUNTY-  ID/BLAINE
 NU1663  USGS QUAD   -  LAKE WALCOTT EAST (1984)
 NU1663
 NU1663                         *CURRENT SURVEY CONTROL
 NU1663  ___________________________________________________________________
 NU1663* NAD 83(1992)-  42 41 43.76434(N)    113 22 28.52120(W)     ADJUSTED  
 NU1663* NAVD 88     -      1297.5    (meters)    4257.     (feet)  VERTCON   
 NU1663  ___________________________________________________________________
 NU1663  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 NU1663  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 NU1663
 NU1663  HORZ ORDER  -  SECOND
 NU1663
 NU1663.The horizontal coordinates were established by classical geodetic methods
 NU1663.and adjusted by the National Geodetic Survey in July 1992..
 NU1663
 NU1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1663
 NU1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1663
 NU1663.The geoid height was determined by GEOID03.
 NU1663
 NU1663;                    North         East     Units Scale Factor Converg.
 NU1663;SPC ID C     -   114,462.061   551,245.094   MT  0.99997966   +0 25 26.8
 NU1663;SPC ID E     -   114,979.931   101,024.441   MT  1.00006785   -0 49 09.0
 NU1663;UTM  12      - 4,729,734.370   305,493.541   MT  1.00006547   -1 36 38.6
 NU1663
 NU1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1663!SPC ID C     -   0.99979877  x   0.99997966  =   0.99977843
 NU1663!SPC ID E     -   0.99979877  x   1.00006785  =   0.99986660
 NU1663!UTM  12      -   0.99979877  x   1.00006547  =   0.99986422
 NU1663
 NU1663|---------------------------------------------------------------------|
 NU1663| PID    Reference Object                     Distance      Geod. Az  |
 NU1663|                                                           dddmmss.s |
 NU1663| CM4208 ARROW RM 1                            6.304 METERS 18617     |
 NU1663| CM4207 ARROW AZ MK                                        2731222.3 |
 NU1663| CM4209 ARROW RM 2                            7.322 METERS 27720     |
 NU1663|---------------------------------------------------------------------|
 NU1663
 NU1663                          SUPERSEDED SURVEY CONTROL
 NU1663
 NU1663  NAD 83(1986)-  42 41 43.76322(N)    113 22 28.51433(W) AD(       ) 2
 NU1663  NAD 27      -  42 41 44.09300(N)    113 22 25.50700(W) AD(       ) 2
 NU1663  NGVD 29 (07/19/86) 1296.5    (m)         4254.     (f) VERT ANG       
 NU1663
 NU1663.Superseded values are not recommended for survey control.
 NU1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1663.See file dsdata.txt to determine how the superseded data were derived.
 NU1663
 NU1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN0549429734(NAD 83)
 NU1663_MARKER: DS = TRIANGULATION STATION DISK
 NU1663_SETTING: 80 = SET IN A BOULDER
 NU1663_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1663
 NU1663  HISTORY     - Date     Condition        Report By
 NU1663  HISTORY     - 1950     MONUMENTED       CGS
 NU1663
 NU1663                          STATION DESCRIPTION
 NU1663
 NU1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1663'THE STATION IS LOCATED ON THE TOP OF A LOW HILL ON THE NORTHEAST
 NU1663'SIDE OF THE DIRT ROAD THAT TRAVERSES THE NORTH SIDE OF LAKE
 NU1663'WALCOTT, ABOUT 1/2 MILE NORTH OF THE NORTH EDGE OF LAKE WALCOTT,
 NU1663'ABOUT 16 MILES AIRLINE EAST-NORTHEAST OF RUPERT, AND ABOUT 7 MILES
 NU1663'AIRLINE SOUTHEAST OF MINIDOKA.
 NU1663'
 NU1663'TO REACH THE STATION FROM THE POST OFFICE IN ACEQUIA, GO NORTH
 NU1663'FOR 0.2 MILE TO A T-ROAD.  TURN RIGHT AND GO 0.7 MILE TO A SIDE
 NU1663'ROAD ON THE RIGHT.  TURN RIGHT AS PER SIGN MINIDOKA DAM AND
 NU1663'GO 4.9 MILES TO A FORK.  KEEP STRAIGHT AHEAD, LEFT, AND GO
 NU1663'0.2 MILE TO A FORK ON THE EAST SIDE OF A SMALL BRIDGE.  TURN
 NU1663'LEFT AND GO 0.3 MILE TO A FORK.  TURN RIGHT AND GO 0.1 MILE TO A
 NU1663'FORK.  TURN RIGHT AND GO 0.1 MILE TO A FORK.  TURN LEFT AND GO
 NU1663'6.1 MILES TO A CAIRN AND THE AZIMUTH MARK ON THE LEFT.  KEEP
 NU1663'STRAIGHT AHEAD AND GO 0.5 MILE TO A WHITE WITNESS POST AND
 NU1663'THE STATION ON THE LEFT.
 NU1663'
 NU1663'THE STATION MARK IS A STANDARD DISK STAMPED ARROW 1950 SET IN
 NU1663'A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 INCHES ABOVE THE
 NU1663'GROUND.  IT IS 7.8 FEET NORTH OF A WHITE WITNESS POST AND ABOUT
 NU1663'50 FEET NORTHEAST OF THE CENTERLINE OF A DIRT ROAD.
 NU1663'
 NU1663'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ARROW NO
 NU1663'1 1950 SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 NU1663'4 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE
 NU1663'STATION.
 NU1663'
 NU1663'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ARROW NO 2
 NU1663'1950 SET IN A DRILL IN ONE OF A CLUSTER OF BOULDERS AND PROJECTS
 NU1663'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER
 NU1663'THAN THE STATION.
 NU1663'
 NU1663'THE AZIMUTH MARK IS LOCATED ON THE NORTHWEST SIDE OF A CURVE IN
 NU1663'THE ROAD LEADING TO THE STATION AND IS A STANDARD DISK STAMPED
 NU1663'ARROW 1950 SET IN A DRILL HOLE IN OUTCROPPING LAVA BEDROCK THAT
 NU1663'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET
 NU1663'SOUTH OF A 3-FOOT CAIRN AND ABOUT 60 FEET NORTHWEST OF THE
 NU1663'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0105 ***********************************************************************
 RZ0105  DESIGNATION -  AS
 RZ0105  PID         -  RZ0105
 RZ0105  STATE/COUNTY-  ID/CLEARWATER
 RZ0105  USGS QUAD   -  GRANGEMONT (1994)
 RZ0105
 RZ0105                         *CURRENT SURVEY CONTROL
 RZ0105  ___________________________________________________________________
 RZ0105* NAD 83(1986)-  46 36 39.     (N)    116 04 44.     (W)     SCALED    
 RZ0105* NAVD 88     -       366.453  (meters)    1202.27   (feet)  ADJUSTED  
 RZ0105  ___________________________________________________________________
 RZ0105  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 RZ0105  DYNAMIC HT  -         366.418 (meters)    1202.16  (feet)  COMP
 RZ0105  MODELED GRAV-     980,509.6   (mgal)                       NAVD 88
 RZ0105
 RZ0105  VERT ORDER  -  SECOND    CLASS 0
 RZ0105
 RZ0105.The horizontal coordinates were scaled from a topographic map and have
 RZ0105.an estimated accuracy of +/- 6 seconds.
 RZ0105
 RZ0105.The orthometric height was determined by differential leveling
 RZ0105.and adjusted by the National Geodetic Survey in June 1991..
 RZ0105
 RZ0105.The geoid height was determined by GEOID03.
 RZ0105
 RZ0105.The dynamic height is computed by dividing the NAVD 88
 RZ0105.geopotential number by the normal gravity value computed on the
 RZ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0105.degrees latitude (g = 980.6199 gals.).
 RZ0105
 RZ0105.The modeled gravity was interpolated from observed gravity values.
 RZ0105
 RZ0105;                    North         East    Units  Estimated Accuracy
 RZ0105;SPC ID W     -   549,390.      774,810.      MT  (+/- 180 meters Scaled)
 RZ0105
 RZ0105                          SUPERSEDED SURVEY CONTROL
 RZ0105
 RZ0105  NGVD 29 (??/??/92)  365.370  (m)         1198.72   (f) ADJ UNCH    2 0
 RZ0105
 RZ0105.Superseded values are not recommended for survey control.
 RZ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0105.See file dsdata.txt to determine how the superseded data were derived.
 RZ0105
 RZ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM705623(NAD 83)
 RZ0105_MARKER: DB = BENCH MARK DISK
 RZ0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0105_SP_SET: TREE ROOT
 RZ0105_STAMPING: AS
 RZ0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0105
 RZ0105  HISTORY     - Date     Condition        Report By
 RZ0105  HISTORY     - UNK      MONUMENTED       CGS
 RZ0105  HISTORY     - 1959     GOOD             NGS
 RZ0105
 RZ0105                          STATION DESCRIPTION
 RZ0105
 RZ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0105'19.9 MI NE FROM AHSAHKA.
 RZ0105'ABOUT 19.9 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RZ0105'FROM THE RIVER BRIDGE AT AHSAHKA, ON THE NORTHWEST SIDE OF THE RIVER,
 RZ0105'ABOUT 0.25 MILE EAST OF THE EAST END OF A SAND BAR IN THE MIDDLE OF
 RZ0105'THE RIVER, IN THE TOP OF A ROOT ON THE NORTHWEST SIDE OF A 14-INCH
 RZ0105'PINE TREE BEARING A TRIANGULAR BLAZE, AND ABOUT 10 FEET HIGHER THAN
 RZ0105'THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1056 ***********************************************************************
 OZ1056  DESIGNATION -  ASC MON 14
 OZ1056  PID         -  OZ1056
 OZ1056  STATE/COUNTY-  ID/ELMORE
 OZ1056  USGS QUAD   -  CRATER RINGS SW (1992)
 OZ1056
 OZ1056                         *CURRENT SURVEY CONTROL
 OZ1056  ___________________________________________________________________
 OZ1056* NAD 83(1994)-  43 02 31.45979(N)    115 53 17.40428(W)     ADJUSTED  
 OZ1056* NAVD 88     -       914.0    (meters)    2999.     (feet)  VERTCON   
 OZ1056  ___________________________________________________________________
 OZ1056  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 OZ1056  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 OZ1056
 OZ1056  HORZ ORDER  -  THIRD
 OZ1056
 OZ1056.The horizontal coordinates were established by classical geodetic methods
 OZ1056.and adjusted by the National Geodetic Survey in June 1998..
 OZ1056
 OZ1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1056
 OZ1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1056
 OZ1056.The geoid height was determined by GEOID03.
 OZ1056
 OZ1056;                    North         East     Units Scale Factor Converg.
 OZ1056;SPC ID W     -   152,779.363   788,742.099   MT  0.99993489   -0 05 39.5
 OZ1056;UTM  11      - 4,766,086.628   590,562.148   MT  0.99970089   +0 45 32.1
 OZ1056
 OZ1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1056!SPC ID W     -   0.99985925  x   0.99993489  =   0.99979415
 OZ1056!UTM  11      -   0.99985925  x   0.99970089  =   0.99956018
 OZ1056
 OZ1056:                Primary Azimuth Mark                     Grid Az
 OZ1056:SPC ID W     -  ASC MON 13                               000 43 26.0
 OZ1056:UTM  11      -  ASC MON 13                               359 52 14.4
 OZ1056
 OZ1056|---------------------------------------------------------------------|
 OZ1056| PID    Reference Object                     Distance      Geod. Az  |
 OZ1056|                                                           dddmmss.s |
 OZ1056| CD4172 ASC MON 13                                         0003746.5 |
 OZ1056| OZ1054 MOUNTAIN HOME AFB TANK AND BCN      APPROX. 2.1 KM 0544507.1 |
 OZ1056| OZ1053 MOUNTAIN HOME AFB CONTROL TWR       APPROX. 1.6 KM 0621717.8 |
 OZ1056| CD4205 ASC MON 14 RM 1                      35.090 METERS 08734     |
 OZ1056| OZ1050 MOUNTAIN HOME AFB GRD CONT TWR      APPROX. 3.9 KM 0985143.2 |
 OZ1056| CD4206 ASC MON 14 RM 2                      23.406 METERS 18105     |
 OZ1056| CD4171 ASC MON 12                                         3535020.6 |
 OZ1056|---------------------------------------------------------------------|
 OZ1056
 OZ1056                          SUPERSEDED SURVEY CONTROL
 OZ1056
 OZ1056  NAD 83(1992)-  43 02 31.45979(N)    115 53 17.40428(W) AD(       ) 3
 OZ1056  NAD 83(1986)-  43 02 31.46056(N)    115 53 17.40062(W) AD(       ) 3
 OZ1056  NAD 27      -  43 02 31.84120(N)    115 53 14.07420(W) AD(       ) 3
 OZ1056  NGVD 29 (07/19/86)  913.1    (m)         2996.     (f) VERT ANG       
 OZ1056
 OZ1056.Superseded values are not recommended for survey control.
 OZ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1056.See file dsdata.txt to determine how the superseded data were derived.
 OZ1056
 OZ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9056266087(NAD 83)
 OZ1056_MARKER: Z = SEE DESCRIPTION
 OZ1056_SETTING: 0 = UNSPECIFIED SETTING
 OZ1056
 OZ1056  HISTORY     - Date     Condition        Report By
 OZ1056  HISTORY     - 1959     MONUMENTED       CGS
 OZ1056
 OZ1056                          STATION DESCRIPTION
 OZ1056
 OZ1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ1056'THE STATION IS LOCATED ON THE WESTERN EDGE OF THE U.S. AIR
 OZ1056'FORCE BASE OF MOUNTAIN HOME, ABOUT 1 MILE WEST-SOUTHWEST
 OZ1056'OF THE CONTROL TOWER.
 OZ1056'
 OZ1056'TO REACH THE STATION FROM THE MAIN GATE OF THE MOUNTAIN HOME
 OZ1056'AIR FORCE BASE, GO SOUTH ON MAIN STREET FOR 0.6 MILE TO A
 OZ1056'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.75 MILE TO THE
 OZ1056'INTERSECTION OF B STREET.  TURN RIGHT ON B STREET AND GO
 OZ1056'0.65 MILE TO THE JUNCTION OF CEDAR STREET.  CONTINUE ON B
 OZ1056'STREET FOR 0.75 MILE TO ASC MONUMENT 12 ON THE RIGHT.  CONTINUE
 OZ1056'STRAIGHT AHEAD CROSSING THE NORTH END OF A RUNWAY, AND GO
 OZ1056'WESTERLY FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 OZ1056'AND GO EASTERLY FOR 0.3 MILE TO AN ABANDONED AIRSTRIP.  TURN
 OZ1056'RIGHT ON THE AIRSTRIP AND GO 0.4 MILE TO ASC MONUMENT 13
 OZ1056'ON THE RIGHT.  CONTINUE 0.1 MILE TO THE STATION ON THE
 OZ1056'RIGHT.
 OZ1056'
 OZ1056'THE STATION MARK IS A STANDARD BRONZE U.S. AIR FORCE REFERENCE
 OZ1056'DISK STAMPED ASC MON. 14 1955, SET IN THE TOP OF A 12 INCH
 OZ1056'CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND LEVEL.  MARK
 OZ1056'IS 63 FEET WEST OF THE APPROXIMATE CENTER LINE OF AN ABANDONED
 OZ1056'AIRSTRIP, IN THE CENTER OF A 4 X 4 FOOT WOODEN FENCE.
 OZ1056'
 OZ1056'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 OZ1056'ASC MON. 14 NO 1 - 1959, SET IN THE TOP OF A 10 INCH SQUARE
 OZ1056'CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES ABOVE GROUND LEVEL.
 OZ1056'MARK IS 48 FEET EAST OF THE APPROXIMATE CENTER LINE OF AN
 OZ1056'ABANDONED AIRSTRIP.
 OZ1056'
 OZ1056'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 OZ1056'ASC MON. 14 NO 2 - 1959, SET IN THE TOP OF A 10 INCH SQUARE
 OZ1056'CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES ABOVE GROUND
 OZ1056'LEVEL.  MARK IS 66 FEET WEST OF THE APPROXIMATE CENTER LINE
 OZ1056'OF AN ABANDONED AIRSTRIP.
 OZ1056'
 OZ1056'THE AZIMUTH MARK IS A STANDARD BRONZE U.S. AIR FORCE REFERENCE
 OZ1056'DISK STAMPED ASC MON. 12 1955, SET IN THE TOP OF A 10 INCH
 OZ1056'CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND LEVEL.  MARK
 OZ1056'IS 30 FEET NORTHWEST OF A PAVED ROAD, AND IN THE CENTER
 OZ1056'OF A 4 X 4 FOOT WOODEN FENCE.
 OZ1056'
 OZ1056'ASC MON. 13 IS A STANDARD BRONZE U.S. AIR FORCE REFERENCE
 OZ1056'DISK STAMPED ASC - MON. 13 1955, SET IN THE TOP OF A 10
 OZ1056'INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND LEVEL.
 OZ1056'MARK IS 60 FEET WEST OF THE APPROXIMATE CENTER LINE OF AN
 OZ1056'ABANDONED AIRSTRIP, IN THE CENTER OF A 4 X 4 FOOT WOODEN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0797 ***********************************************************************
 OY0797  DESIGNATION -  ASH
 OY0797  PID         -  OY0797
 OY0797  STATE/COUNTY-  ID/BONNEVILLE
 OY0797  USGS QUAD   -  SHATTUCK BUTTE (1979)
 OY0797
 OY0797                         *CURRENT SURVEY CONTROL
 OY0797  ___________________________________________________________________
 OY0797* NAD 83(1992)-  43 31 13.90784(N)    112 12 32.14664(W)     ADJUSTED  
 OY0797* NAVD 88     -      1521.0    (meters)    4990.     (feet)  VERTCON   
 OY0797  ___________________________________________________________________
 OY0797  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 OY0797  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 OY0797
 OY0797  HORZ ORDER  -  SECOND
 OY0797
 OY0797.The horizontal coordinates were established by classical geodetic methods
 OY0797.and adjusted by the National Geodetic Survey in July 1992..
 OY0797
 OY0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0797
 OY0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0797
 OY0797.The geoid height was determined by GEOID03.
 OY0797
 OY0797;                    North         East     Units Scale Factor Converg.
 OY0797;SPC ID E     -   205,926.121   196,583.251   MT  0.99994751   -0 01 44.8
 OY0797;UTM  12      - 4,819,331.246   402,297.632   MT  0.99971742   -0 49 57.2
 OY0797
 OY0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0797!SPC ID E     -   0.99976341  x   0.99994751  =   0.99971093
 OY0797!UTM  12      -   0.99976341  x   0.99971742  =   0.99948089
 OY0797
 OY0797|---------------------------------------------------------------------|
 OY0797| PID    Reference Object                     Distance      Geod. Az  |
 OY0797|                                                           dddmmss.s |
 OY0797| CN3889 ASH RM 1                             12.778 METERS 04141     |
 OY0797| OY0817 IDAHO FALLS MUNICIPAL TANK          APPROX.13.7 KM 1034136.3 |
 OY0797| CN3888 ASH AZ MK                                          2090439.3 |
 OY0797| CN3890 ASH RM 2                              9.662 METERS 33839     |
 OY0797|---------------------------------------------------------------------|
 OY0797
 OY0797                          SUPERSEDED SURVEY CONTROL
 OY0797
 OY0797  NAD 83(1986)-  43 31 13.90021(N)    112 12 32.13390(W) AD(       ) 2
 OY0797  NAD 27      -  43 31 14.21650(N)    112 12 29.22380(W) AD(       ) 2
 OY0797  NGVD 29 (07/19/86) 1519.9    (m)         4987.     (f) VERT ANG       
 OY0797
 OY0797.Superseded values are not recommended for survey control.
 OY0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0797.See file dsdata.txt to determine how the superseded data were derived.
 OY0797
 OY0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0229819331(NAD 83)
 OY0797_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0797_SETTING: 66 = SET IN ROCK OUTCROP
 OY0797_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 OY0797
 OY0797  HISTORY     - Date     Condition        Report By
 OY0797  HISTORY     - 1959     MONUMENTED       CGS
 OY0797  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OY0797
 OY0797                          STATION DESCRIPTION
 OY0797
 OY0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0797'THE STATION IS ON THE SOUTH END OF A VOLCANIC HILL WHICH LIES
 OY0797'ABOUT 8.0 MILES WEST-NORTHWEST OF IDAHO FALLS AND 0.3 MILE
 OY0797'NORTH OF U.S. HIGHWAY 20.
 OY0797'
 OY0797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 91
 OY0797'AND 20, WHICH IS 2.0 MILES WEST OF IDAHO FALLS, DRIVE WEST
 OY0797'ON U.S. HIGHWAY 20 FOR 6.8 MILES TO A SIDE ROAD ON THE RIGHT.
 OY0797'TURN RIGHT AND DRIVE NORTH ON THE OLD BLADED ROAD FOR 0.3
 OY0797'MILE TO A SMALL GARBAGE DUMP ON THE LEFT AND A TRACK ROAD ON
 OY0797'THE RIGHT.  TURN RIGHT FOR 100 FEET TO A Y-FORK.  KEEP THE
 OY0797'RIGHT FORK FOR ABOUT 250 FEET TO THE ENTRANCE TO A VOLCANIC
 OY0797'ASH STRIP MINE.  THE STATION IS ABOUT 250 FEET SOUTH-SOUTHEAST
 OY0797'OF THIS POINT.
 OY0797'
 OY0797'THE STATION MARK, STAMPED ASH 1959, IS A STANDARD DISK CEMENTED
 OY0797'IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE
 OY0797'OF THE GROUND.  IT IS 100 FEET SOUTH OF THE SOUTH RIM OF THE
 OY0797'STRIP MINE, 30 FEET SOUTH AND ABOUT 6 FEET LOWER THAN THE
 OY0797'HIGHEST POINT OF THE SOUTH END OF THE HILL AND 4 FEET NORTHEAST
 OY0797'OF A METAL WITNESS POST WITH SIGN.
 OY0797'
 OY0797'REFERENCE MARK 1, STAMPED ASH NO 1 1959, IS A STANDARD DISK
 OY0797'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 OY0797'SURFACE OF THE GROUND.  IT IS 30 FEET EAST OF THE HIGHEST
 OY0797'POINT OF THE HILL AND ABOUT 4 FEET HIGHER IN ELEVATION THAN
 OY0797'THE STATION MARK.
 OY0797'
 OY0797'REFERENCE MARK 2, STAMPED ASH NO 2 1959, IS A STANDARD DISK
 OY0797'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 OY0797'SURFACE OF THE GROUND.  IT IS 20 FEET WEST OF THE HIGHEST
 OY0797'POINT OF THE HILL AND ABOUT 4 FEET HIGHER IN ELEVATION THAN
 OY0797'THE STATION MARK.
 OY0797
 OY0797                          STATION RECOVERY (1960)
 OY0797
 OY0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0797'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED BY W.W. HUSEMEYER
 OY0797'IN 1959 AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW
 OY0797'AZIMUTH MARK WAS ESTABLISHED.
 OY0797'
 OY0797'AZIMUTH MARK IS A STANDARD DISK, STAMPED ASH 1959, CEMENTED
 OY0797'IN A DRILL HOLE IN A BOULDER WHICH IS AT THE HIGHEST POINT
 OY0797'OF A SMALL KNOLL FORMED BY AN AREA OF OUTCROPPING ROCK AND
 OY0797'BOULDERS.  IT IS 220 FEET NORTH OF THE HIGHWAY CENTER, 104
 OY0797'FEET EAST OF A NORTH-SOUTH BLADED ROAD AND 21 FEET NORTH OF A
 OY0797'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1164 ***********************************************************************
 PY1164  DESIGNATION -  ASHTON MUNICIPAL TANK
 PY1164  PID         -  PY1164
 PY1164  STATE/COUNTY-  ID/FREMONT
 PY1164  USGS QUAD   -  ASHTON (1965)
 PY1164
 PY1164                         *CURRENT SURVEY CONTROL
 PY1164  ___________________________________________________________________
 PY1164* NAD 83(1992)-  44 04 16.05568(N)    111 26 27.83740(W)     ADJUSTED  
 PY1164* NAVD 88     -                                                        
 PY1164  ___________________________________________________________________
 PY1164  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 PY1164  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 PY1164
 PY1164  HORZ ORDER  -  THIRD
 PY1164
 PY1164.The horizontal coordinates were established by classical geodetic methods
 PY1164.and adjusted by the National Geodetic Survey in July 1992..
 PY1164
 PY1164
 PY1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1164
 PY1164.The geoid height was determined by GEOID03.
 PY1164
 PY1164;                    North         East     Units Scale Factor Converg.
 PY1164;SPC ID E     -   267,353.870   258,125.095   MT  0.99998891   +0 30 16.9
 PY1164;UTM  12      - 4,879,867.321   464,680.190   MT  0.99961534   -0 18 24.4
 PY1164
 PY1164                          SUPERSEDED SURVEY CONTROL
 PY1164
 PY1164  NAD 83(1986)-  44 04 16.05436(N)    111 26 27.81894(W) AD(       ) 4
 PY1164  NAD 27      -  44 04 16.36700(N)    111 26 24.97700(W) AD(       ) 3
 PY1164
 PY1164.Superseded values are not recommended for survey control.
 PY1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1164.See file dsdata.txt to determine how the superseded data were derived.
 PY1164
 PY1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP6468079867(NAD 83)
 PY1164_MARKER: 53 = ELEVATED TANK
 PY1164
 PY1164  HISTORY     - Date     Condition        Report By
 PY1164  HISTORY     - 1946     FIRST OBSERVED   CGS
 PY1164  HISTORY     - 1958     GOOD             CGS
 PY1164  HISTORY     - 1979     GOOD             NGS
 PY1164  HISTORY     - 1981     GOOD             NGS
 PY1164  HISTORY     - 19960601 POOR             IDTD
 PY1164  HISTORY     - 20040814 MARK NOT FOUND   USPSQD
 PY1164
 PY1164                          STATION DESCRIPTION
 PY1164
 PY1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 PY1164'THE STATION IS LOCATED ABOUT 0.4 MILE EAST OF ASHTON.
 PY1164'
 PY1164'THE TANK IS ABOUT 130 FEET IN HEIGHT HAVING A CONICAL ROOF
 PY1164'SURMOUNTED BY A SMALL STEEL BALL AND IS PAINTED BLACK.
 PY1164'
 PY1164'THE OBJECT OBSERVED WAS THE APEX OF THE CONICAL ROOF.
 PY1164
 PY1164                          STATION RECOVERY (1958)
 PY1164
 PY1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 PY1164'THE STATION IS THE CENTER OF THE ELEVATED BLACK WATER TANK
 PY1164'AT ASHTON.  IT IS 0.5 MILES EAST ALONG MAIN ST. FROM THE
 PY1164'DEPOT AND IS 70 FEET SOUTH OF THE CENTER OF MAIN ST (STATE
 PY1164'HIGHWAY 32).  THE TANK HAS A WOODEN ENCLOSED DOWNSPOUT, HAS
 PY1164'THE NAME ASHTON PAINTED IN WHITE ON THE WEST SIDE AND IS ABOUT
 PY1164'100 FEET TALL.
 PY1164'
 PY1164'NO DESCRIPTION OF THE TANK WAS AVAILABLE BUT IT IS BELIEVED
 PY1164'THAT THE POINT WAS LOCATED BY LE FEVER IN 1946.
 PY1164
 PY1164                          STATION RECOVERY (1979)
 PY1164
 PY1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 PY1164'THE STATION WAS RECOVERED AS DESCRIBED, IT IS NOW PAINTED ALUMINUM
 PY1164'IN COLOR WITH THE NAME ASHTON PAINTED IN BLACK ON THE WEST SIDE.
 PY1164
 PY1164                          STATION RECOVERY (1981)
 PY1164
 PY1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PY1164'THE STATION WAS RECOVERED AS DESCRIBED BY JCL IN 1958.
 PY1164
 PY1164                          STATION RECOVERY (1996)
 PY1164
 PY1164'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 PY1164'MARK RECOVERED IN POOR CONDITION.
 PY1164
 PY1164                          STATION RECOVERY (2004)
 PY1164
 PY1164'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 PY1164'MARK NOT FOUND.  THE TANK HAS BEEN REMOVED AND REPLACED BY A CONCRETE
 PY1164'TANK APPROXIMATELY 16 FEET IN HEIGHT AND FLAT ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0390 ***********************************************************************
 PY0390  DESIGNATION -  ASHTON NE BASE
 PY0390  PID         -  PY0390
 PY0390  STATE/COUNTY-  ID/FREMONT
 PY0390  USGS QUAD   -  ASHTON (1965)
 PY0390
 PY0390                         *CURRENT SURVEY CONTROL
 PY0390  ___________________________________________________________________
 PY0390* NAD 83(1992)-  44 05 41.16715(N)    111 25 22.65903(W)     ADJUSTED  
 PY0390* NAVD 88     -      1601.067  (meters)    5252.83   (feet)  POSTED    
 PY0390  ___________________________________________________________________
 PY0390  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 PY0390  GEOID HEIGHT-         -10.32  (meters)                     GEOID03
 PY0390  DYNAMIC HT  -        1600.240 (meters)    5250.12  (feet)  COMP
 PY0390  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 PY0390
 PY0390  HORZ ORDER  -  FIRST
 PY0390  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0390
 PY0390.The horizontal coordinates were established by classical geodetic methods
 PY0390.and adjusted by the National Geodetic Survey in July 1992..
 PY0390
 PY0390.The orthometric height was determined by differential leveling
 PY0390.and adjusted by the National Geodetic Survey in 1992..
 PY0390.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0390.rate of 1.1 thru 2.0 mm/km.
 PY0390
 PY0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0390
 PY0390.The geoid height was determined by GEOID03.
 PY0390
 PY0390.The dynamic height is computed by dividing the NAVD 88
 PY0390.geopotential number by the normal gravity value computed on the
 PY0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0390.degrees latitude (g = 980.6199 gals.).
 PY0390
 PY0390.The modeled gravity was interpolated from observed gravity values.
 PY0390
 PY0390;                    North         East     Units Scale Factor Converg.
 PY0390;SPC ID E     -   269,993.637   259,551.706   MT  0.99999097   +0 31 03.1
 PY0390;UTM  12      - 4,882,485.631   466,143.503   MT  0.99961410   -0 17 39.5
 PY0390
 PY0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0390!SPC ID E     -   0.99975063  x   0.99999097  =   0.99974160
 PY0390!UTM  12      -   0.99975063  x   0.99961410  =   0.99936482
 PY0390
 PY0390:                Primary Azimuth Mark                     Grid Az
 PY0390:SPC ID E     -  ASHTON NE BASE AZ MK                     033 12 37.7
 PY0390:UTM  12      -  ASHTON NE BASE AZ MK                     034 01 20.3
 PY0390
 PY0390|---------------------------------------------------------------------|
 PY0390| PID    Reference Object                     Distance      Geod. Az  |
 PY0390|                                                           dddmmss.s |
 PY0390| CN3891 ASHTON NE BASE AZ MK                               0334340.8 |
 PY0390| PY0389 W 11                                 48.237 METERS 19338     |
 PY0390| PY1164 ASHTON MUNICIPAL TANK               APPROX. 3.0 KM 2085420.0 |
 PY0390| PY0391 ASHTON NE BASE RM 1                  44.513 METERS 34944     |
 PY0390|---------------------------------------------------------------------|
 PY0390
 PY0390                          SUPERSEDED SURVEY CONTROL
 PY0390
 PY0390  NAD 83(1986)-  44 05 41.16655(N)    111 25 22.63970(W) AD(       ) 1
 PY0390  NAD 27      -  44 05 41.47800(N)    111 25 19.80000(W) AD(       ) 1
 PY0390  NGVD 29 (??/??/92) 1599.983  (m)         5249.28   (f) ADJ UNCH    1 2
 PY0390
 PY0390.Superseded values are not recommended for survey control.
 PY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0390.See file dsdata.txt to determine how the superseded data were derived.
 PY0390
 PY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP6614482486(NAD 83)
 PY0390_MARKER: DS = TRIANGULATION STATION DISK
 PY0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0390_STAMPING: ASHTON N.E. BASE 1946
 PY0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0390+STABILITY: SURFACE MOTION
 PY0390
 PY0390  HISTORY     - Date     Condition        Report By
 PY0390  HISTORY     - 1946     MONUMENTED       CGS
 PY0390  HISTORY     - 1960     GOOD             NGS
 PY0390  HISTORY     - 19960601 MARK NOT FOUND   IDTD
 PY0390
 PY0390                          STATION DESCRIPTION
 PY0390
 PY0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 PY0390'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF THE TOWN OF
 PY0390'ASHTON NEAR THE FIRST CURVE OF THE WEST YELLOWSTONE BRANCH
 PY0390'OF THE UNION PACIFIC RAILROAD TRACKS, 1/4 MILE SOUTHWEST OF
 PY0390'HENRYS FORK RIVER, AND 1/8 MILE NORTHEAST OF A RAILROAD CROSSING.
 PY0390'
 PY0390'THE STATION MARK IS A STANDARD DISC IN THE TOP OF A 12 INCH
 PY0390'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 64.1 FEET
 PY0390'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS AND ABOUT 6 FEET
 PY0390'LOWER, 15.6 FEET NORTH OF AN EAST WEST FENCE LINE, AND 16.5
 PY0390'FEET NORTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.  IT IS
 PY0390'STAMPED ASHTON N E BASE 1946.
 PY0390'
 PY0390'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 PY0390'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 8 INCHES AND IS
 PY0390'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT IS
 PY0390'STAMPED ASHTON N E BASE NO 1 1946.
 PY0390'
 PY0390'REFERENCE MARK NO. 2 IS A USC AND GS BENCH MARK DISC CEMENTED
 PY0390'IN A DRILL HOLE IN OUTCROPPING WHICH PROJECTS 8 INCHES AND
 PY0390'IS APPROXIMATELY 9 FEET HIGHER THAN THE STATION MARK.  IT IS
 PY0390'10.5 FEET NORTH OF AN EAST-WEST FENCE LINE, 37.3 SOUTH BY
 PY0390'EAST OF THE SOUTH RAIL OF THE TRACKS, AND IS STAMPED W-11 1923
 PY0390'ELEV. 5258.940 FEET
 PY0390'
 PY0390'THE AZIMUTH MARK IS A STANDARD DISC IN THE TOP OF A 12 INCH
 PY0390'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS ABOUT 0.2 MILE
 PY0390'NORTH OF HENRYS FORK RIVER, 2 FEET SOUTHEAST OF TELEPHONE POLE
 PY0390'NO. 70, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 PY0390'STAMPED ASHTON N E BASE 1946.
 PY0390'
 PY0390'THE SUBSTITUTE CONTROL STATION IS THE CENTER OF THE INTERSECTION
 PY0390'OF THE UNION PACIFIC RAILROAD TRACKS AND A NORTH-SOUTH ROAD
 PY0390'SOUTHWEST OF THE STATION.  A TEMPORARY POINT WAS USED.
 PY0390'
 PY0390'TO REACH THE STATION FROM U.S. HIGHWAY NO. 191 OPPOSITE THE
 PY0390'MUNICIPAL WATER TANK ON THE EASTERN EDGE OF ASHTON GO EAST
 PY0390'0.8 MILE.  TURN LEFT, NORTH, AND GO 1.5 MILES TO A RAILROAD
 PY0390'CROSSING, CROSS TRACKS AND TURN RIGHT THROUGH A WIRE GATE.
 PY0390'FOLLOW A TRACK ROAD ALONG NORTHWEST SIDE OF RIGHT-OF-WAY FENCE
 PY0390'FOR 0.15 MILE TO THE STATION.
 PY0390'
 PY0390'TO REACH THE AZIMUTH MARK FROM THE RAILROAD CROSSING MENTIONED
 PY0390'ABOVE GO NORTH 0.5 MILE TO RIVER BRIDGE.  CROSS BRIDGE AND
 PY0390'CONTINUE NORTH 0.15 MILE, TURN RIGHT, EAST 0.3 MILE TO MARK
 PY0390'ON THE LEFT.
 PY0390
 PY0390                          STATION RECOVERY (1960)
 PY0390
 PY0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 PY0390'2.15 MI NE FROM ASHTON.
 PY0390'2.15 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0390'AT ASHTON, 5 1/2 POLES NORTHEAST AND ACROSS THE TRACK FROM MILEPOLE
 PY0390'53, 3/4 POLE NORTH AND ACROSS THE TRACK FROM BENCH MARK W 11, 64.3
 PY0390'FEET NORTHWEST OF THE NORTHWEST RAIL, 146.21 FEET SOUTH OF REFERENCE
 PY0390'MARK ASHTON N.E. BASE NO. 1, 16.9 FEET NORTHWEST OF A FENCE, 1.2 FEET
 PY0390'NORTHWESTS OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK, AND
 PY0390'SET IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 PY0390
 PY0390                          STATION RECOVERY (1996)
 PY0390
 PY0390'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 PY0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0391 ***********************************************************************
 PY0391  DESIGNATION -  ASHTON NE BASE RM 1
 PY0391  PID         -  PY0391
 PY0391  STATE/COUNTY-  ID/FREMONT
 PY0391  USGS QUAD   -  ASHTON (1965)
 PY0391
 PY0391                         *CURRENT SURVEY CONTROL
 PY0391  ___________________________________________________________________
 PY0391* NAD 83(1986)-  44 05 42.     (N)    111 25 23.     (W)     SCALED    
 PY0391* NAVD 88     -      1600.932  (meters)    5252.39   (feet)  POSTED    
 PY0391  ___________________________________________________________________
 PY0391  GEOID HEIGHT-         -10.32  (meters)                     GEOID03
 PY0391  DYNAMIC HT  -        1600.100 (meters)    5249.66  (feet)  COMP
 PY0391  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 PY0391
 PY0391  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0391
 PY0391.The horizontal coordinates were scaled from a topographic map and have
 PY0391.an estimated accuracy of +/- 6 seconds.
 PY0391
 PY0391.The orthometric height was determined by differential leveling
 PY0391.and adjusted by the National Geodetic Survey in 1992..
 PY0391.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0391.rate of 1.1 thru 2.0 mm/km.
 PY0391
 PY0391.The geoid height was determined by GEOID03.
 PY0391
 PY0391.The dynamic height is computed by dividing the NAVD 88
 PY0391.geopotential number by the normal gravity value computed on the
 PY0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0391.degrees latitude (g = 980.6199 gals.).
 PY0391
 PY0391.The modeled gravity was interpolated from observed gravity values.
 PY0391
 PY0391;                    North         East    Units  Estimated Accuracy
 PY0391;SPC ID E     -   270,020.      259,540.      MT  (+/- 180 meters Scaled)
 PY0391
 PY0391                          SUPERSEDED SURVEY CONTROL
 PY0391
 PY0391  NGVD 29 (??/??/92) 1599.847  (m)         5248.83   (f) ADJ UNCH    1 2
 PY0391
 PY0391.Superseded values are not recommended for survey control.
 PY0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0391.See file dsdata.txt to determine how the superseded data were derived.
 PY0391
 PY0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP661825(NAD 83)
 PY0391_MARKER: DR = REFERENCE MARK DISK
 PY0391_SETTING: 66 = SET IN ROCK OUTCROP
 PY0391_SP_SET: ROCK OUTCROP
 PY0391_STAMPING: ASHTON N.E. BASE NO 1 1946
 PY0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0391+STABILITY: POSITION/ELEVATION WELL
 PY0391
 PY0391  HISTORY     - Date     Condition        Report By
 PY0391  HISTORY     - 1946     MONUMENTED       CGS
 PY0391  HISTORY     - 1960     GOOD             NGS
 PY0391
 PY0391                          STATION DESCRIPTION
 PY0391
 PY0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0391'2.15 MI NE FROM ASHTON.
 PY0391'2.15 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0391'AT ASHTON, 5 1/2 POLES NORTHEAST AND ACROSS THE TRACK FROM MILEPOLE
 PY0391'53, IN TOP OF A 1-BY 3-FOOT ROCK OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT
 PY0391'ABOVE THE GROUND, 146.21 FEET NORTH OF TRIANGULATION STATION ASHTON
 PY0391'N.E. BASE, ABOUT LEVEL WITH THE STATION, AND ABOUT 6 FEET LOWER THAN
 PY0391'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0758 ***********************************************************************
 PY0758  DESIGNATION -  ASHTON SW BASE
 PY0758  PID         -  PY0758
 PY0758  STATE/COUNTY-  ID/FREMONT
 PY0758  USGS QUAD   -  ASHTON (1965)
 PY0758
 PY0758                         *CURRENT SURVEY CONTROL
 PY0758  ___________________________________________________________________
 PY0758* NAD 83(1992)-  44 01 59.79795(N)    111 29 49.48943(W)     ADJUSTED  
 PY0758* NAVD 88     -      1596.316  (meters)    5237.25   (feet)  ADJUSTED  
 PY0758  ___________________________________________________________________
 PY0758  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 PY0758  GEOID HEIGHT-         -10.52  (meters)                     GEOID03
 PY0758  DYNAMIC HT  -        1595.485 (meters)    5234.52  (feet)  COMP
 PY0758  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 PY0758
 PY0758  HORZ ORDER  -  FIRST
 PY0758  VERT ORDER  -  FIRST     CLASS II
 PY0758
 PY0758.The horizontal coordinates were established by classical geodetic methods
 PY0758.and adjusted by the National Geodetic Survey in July 1992..
 PY0758
 PY0758.The orthometric height was determined by differential leveling
 PY0758.and adjusted by the National Geodetic Survey in June 1991..
 PY0758
 PY0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0758
 PY0758.The geoid height was determined by GEOID03.
 PY0758
 PY0758.The dynamic height is computed by dividing the NAVD 88
 PY0758.geopotential number by the normal gravity value computed on the
 PY0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0758.degrees latitude (g = 980.6199 gals.).
 PY0758
 PY0758.The modeled gravity was interpolated from observed gravity values.
 PY0758
 PY0758;                    North         East     Units Scale Factor Converg.
 PY0758;SPC ID E     -   263,110.513   253,672.158   MT  0.99998279   +0 27 55.5
 PY0758;UTM  12      - 4,875,688.974   460,169.285   MT  0.99961951   -0 20 43.8
 PY0758
 PY0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0758!SPC ID E     -   0.99975140  x   0.99998279  =   0.99973420
 PY0758!UTM  12      -   0.99975140  x   0.99961951  =   0.99937101
 PY0758
 PY0758|---------------------------------------------------------------------|
 PY0758| PID    Reference Object                     Distance      Geod. Az  |
 PY0758|                                                           dddmmss.s |
 PY0758| CN3892 ASHTON SW BASE RM 1                  18.931 METERS 01035     |
 PY0758| PY1164 ASHTON MUNICIPAL TANK               APPROX. 6.2 KM 0465046.1 |
 PY0758| PY0382 ASHTON SW BASE 2                    301.431 METERS 10342     |
 PY0758| PY0380 Z 11                                               2025352.7 |
 PY0758| PY1182 DESERT                              APPROX.11.8 KM 2880132.7 |
 PY0758| CN3893 ASHTON SW BASE RM 2                  15.725 METERS 29558     |
 PY0758|---------------------------------------------------------------------|
 PY0758
 PY0758                          SUPERSEDED SURVEY CONTROL
 PY0758
 PY0758  NAD 83(1986)-  44 01 59.79664(N)    111 29 49.46996(W) AD(       ) 1
 PY0758  NAD 27      -  44 02 00.10800(N)    111 29 46.62600(W) AD(       ) 1
 PY0758  NGVD 29 (08/20/92) 1595.237  (m)         5233.71   (f) ADJUSTED    1 2
 PY0758
 PY0758.Superseded values are not recommended for survey control.
 PY0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0758.See file dsdata.txt to determine how the superseded data were derived.
 PY0758
 PY0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP6016975689(NAD 83)
 PY0758_MARKER: DS = TRIANGULATION STATION DISK
 PY0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0758_SP_SET: CONCRETE POST
 PY0758_STAMPING: ASHTON SW BASE 1946
 PY0758_MARK LOGO: CGS   
 PY0758_PROJECTION: PROJECTING 15 CENTIMETERS
 PY0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0758+STABILITY: SURFACE MOTION
 PY0758
 PY0758  HISTORY     - Date     Condition        Report By
 PY0758  HISTORY     - 1946     MONUMENTED       CGS
 PY0758  HISTORY     - 1958     GOOD             CGS
 PY0758  HISTORY     - 1979     GOOD             NGS
 PY0758  HISTORY     - 1983     GOOD             NGS
 PY0758
 PY0758                          STATION DESCRIPTION
 PY0758
 PY0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 PY0758'THE STATION IS LOCATED ON A LOW HILL 3.6 MILES SOUTHWEST OF
 PY0758'ASHTON, ABOUT 0.5 MILES SOUTHWEST OF THE PROLONGATION OF RAILS
 PY0758'AT THE FIRST CURVE IN THE RAILROAD TRACK SOUTHWEST OF TOWN AND
 PY0758'ABOUT 150 YARDS WEST OF U.S. HIGHWAY NO. 191.  THE DISK IS SET
 PY0758'IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES AND IS STAMPED
 PY0758'ASHTON S.W. BASE 1946.  IT IS IN A ROCKY, SAGE BRUSH COVERED
 PY0758'AREA SURROUNDED BY CULTIVATED FIELDS, ABOUT 75 FEET SOUTHEAST
 PY0758'OF THE HIGHEST POINT OF THE HILL AND ABOUT 4-1/2 FEET LOWER
 PY0758'THAN THE HIGHEST POINT.
 PY0758'
 PY0758'REFERENCE MARK NO. 1 IS A DISK SET IN ROCK OUTCROP PROJECTING
 PY0758'ABOUT 14 INCHES AND IS STAMPED ASHTON S.W. BASE NO 1 1946.
 PY0758'IT IS NORTH BY EAST OF THE STATION AND ABOUT 2 FEET HIGHER.
 PY0758'
 PY0758'REFERENCE MARK NO. 2 IS A DISK SET IN A 2 X 4 FOOT ROCK OUTCROP
 PY0758'PROJECTING ABOUT 1 FOOT AND IS STAMPED ASHTON S.W. BASE NO 2
 PY0758'1946.  IT IS WEST NORTHWEST OF THE STATION.
 PY0758'
 PY0758'THE AZIMUTH MARK IS A COAST AND GEODETIC SURVEY BENCH MARK
 PY0758'Z 11 1923.  IT IS A DISK SET FLUSH IN ROCK OUTCROP PROJECTING
 PY0758'ABOUT 8 INCHES AND IS STAMPED Z 11 1923 5187.526 FT.  IT IS 0.5
 PY0758'MILE SOUTH BY EAST OF THE STATION, 5 FEET SOUTHWEST OF THE
 PY0758'SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD TRACK, AT ABOUT
 PY0758'TRACK LEVEL AND OPPOSITE MILE BOARD 47.  A 7 FOOT TARGET IS
 PY0758'NEEDED OVER THE MARK.
 PY0758'
 PY0758'TO REACH THE STATION FROM THE JUNCTION OF THE UNION PACIFIC
 PY0758'RAILROAD TRACKS AND U.S. HIGHWAY NO. 191 IN ASHTON GO WEST
 PY0758'AND SOUTHWEST ON HIGHWAY NO. 191 FOR 3.6 MILES TO A LOW HILL
 PY0758'ON THE RIGHT AND THE STATION 150 YARDS WEST AS DESCRIBED.
 PY0758
 PY0758                          STATION RECOVERY (1958)
 PY0758
 PY0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 PY0758'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PY0758'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 PY0758'RECOVERED.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 PY0758'
 PY0758'A NEW STATION ASHTON S W BASE 2 1958 WAS ESTABLISHED ON A HILL
 PY0758'TO THE SOUTHEAST TO REPLACE THE PRESENT STATION WHICH WILL BE
 PY0758'DESTROYED BY ROAD CONSTRUCTION IN 1960 OR 1961.
 PY0758
 PY0758                          STATION RECOVERY (1979)
 PY0758
 PY0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 PY0758'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK, BM
 PY0758'211 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1946.  THE MARK
 PY0758'WAS FOUND WHILE LOOKING FOR A PLACE TO SET AN AZIMUTH MARK FOR
 PY0758'STATION ASHTON S.W. BASE 2 1958.  THEY WILL SERVE AS AN AZIMUTH FOR
 PY0758'EACH OTHER.  A NEW TO REACH FOLLOWS.  FROM THE POST OFFICE IN ASHTON
 PY0758'GO WEST ON HIGHWAY 47 FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY
 PY0758'20 TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 20 FOR 3.6 MILES TO A
 PY0758'TURN OUT ON THE RIGHT.  PACK SOUTH UP THE HILL TO A BRUSH COVERED
 PY0758'AREA SURROUNDED BY CULTIVATED FIELDS AND THE STATION AS DESCRIBED
 PY0758'IN 1946.  A WITNESS POST WAS SET 7 FEET NORTH OF THE STATION.
 PY0758
 PY0758                          STATION RECOVERY (1983)
 PY0758
 PY0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0758'5.7 KM (3.5 MI) SW FROM ASHTON.
 PY0758'5.5 KM (3.4 MI) SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 PY0758'RAILROAD STATION IN ASHTON, THENCE 0.2 KM (0.1 MI) NORTHWEST ACROSS
 PY0758'U.S. HIGHWAY 20 TO THE TOP OF A SAGE BRUSH COVERED HILL, 167.6 METERS
 PY0758'(549.9 FT) NORTHWEST OF THE NEAR RAIL, 137.2 METERS (450.1 FT)
 PY0758'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 20 AND 91.4 METERS (299.9
 PY0758'FT) NORTHWEST OF A FENCE.
 PY0758'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 PY0758'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0382 ***********************************************************************
 PY0382  DESIGNATION -  ASHTON SW BASE 2
 PY0382  PID         -  PY0382
 PY0382  STATE/COUNTY-  ID/FREMONT
 PY0382  USGS QUAD   -  ASHTON (1965)
 PY0382
 PY0382                         *CURRENT SURVEY CONTROL
 PY0382  ___________________________________________________________________
 PY0382* NAD 83(1992)-  44 01 57.48426(N)    111 29 36.33778(W)     ADJUSTED  
 PY0382* NAVD 88     -      1598.159  (meters)    5243.29   (feet)  POSTED    
 PY0382  ___________________________________________________________________
 PY0382  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 PY0382  GEOID HEIGHT-         -10.51  (meters)                     GEOID03
 PY0382  DYNAMIC HT  -        1597.330 (meters)    5240.57  (feet)  COMP
 PY0382  MODELED GRAV-     980,041.6   (mgal)                       NAVD 88
 PY0382
 PY0382  HORZ ORDER  -  SECOND
 PY0382  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PY0382
 PY0382.The horizontal coordinates were established by classical geodetic methods
 PY0382.and adjusted by the National Geodetic Survey in July 1992..
 PY0382.No horizontal observational check was made to the station.
 PY0382
 PY0382.The orthometric height was determined by differential leveling
 PY0382.and adjusted by the National Geodetic Survey in 1992..
 PY0382.No vertical observational check was made to the station.
 PY0382.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PY0382.was located on a no-check spur therefore a value was not computed.
 PY0382
 PY0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0382
 PY0382.The geoid height was determined by GEOID03.
 PY0382
 PY0382.The dynamic height is computed by dividing the NAVD 88
 PY0382.geopotential number by the normal gravity value computed on the
 PY0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0382.degrees latitude (g = 980.6199 gals.).
 PY0382
 PY0382.The modeled gravity was interpolated from observed gravity values.
 PY0382
 PY0382;                    North         East     Units Scale Factor Converg.
 PY0382;SPC ID E     -   263,041.491   253,965.575   MT  0.99998317   +0 28 04.7
 PY0382;UTM  12      - 4,875,615.832   460,461.589   MT  0.99961923   -0 20 34.7
 PY0382
 PY0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0382!SPC ID E     -   0.99975111  x   0.99998317  =   0.99973429
 PY0382!UTM  12      -   0.99975111  x   0.99961923  =   0.99937044
 PY0382
 PY0382:                Primary Azimuth Mark                     Grid Az
 PY0382:SPC ID E     -  ASHTON MUNICIPAL TANK                    043 57 59.3
 PY0382:UTM  12      -  ASHTON MUNICIPAL TANK                    044 46 38.7
 PY0382
 PY0382|---------------------------------------------------------------------|
 PY0382| PID    Reference Object                     Distance      Geod. Az  |
 PY0382|                                                           dddmmss.s |
 PY0382| PY1164 ASHTON MUNICIPAL TANK               APPROX. 6.0 KM 0442604.0 |
 PY0382| PY0381 ASHTON SW BASE 2 RM 1                 8.335 METERS 06936     |
 PY0382| PY0383 ASHTON SW BASE 2 RM 2                17.394 METERS 16729     |
 PY0382| PY0758 ASHTON SW BASE                      301.431 METERS 28342     |
 PY0382|---------------------------------------------------------------------|
 PY0382
 PY0382                          SUPERSEDED SURVEY CONTROL
 PY0382
 PY0382  NAD 83(1986)-  44 01 57.48294(N)    111 29 36.31822(W) AD(       ) 2
 PY0382  NAD 27      -  44 01 57.79420(N)    111 29 33.47510(W) AD(       ) 2
 PY0382  NGVD 29 (??/??/92) 1597.079  (m)         5239.75   (f) ADJ UNCH    1 2
 PY0382
 PY0382.Superseded values are not recommended for survey control.
 PY0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0382.See file dsdata.txt to determine how the superseded data were derived.
 PY0382
 PY0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP6046275616(NAD 83)
 PY0382_MARKER: DS = TRIANGULATION STATION DISK
 PY0382_SETTING: 66 = SET IN ROCK OUTCROP
 PY0382_SP_SET: ROCK OUTCROP
 PY0382_STAMPING: ASHTON S.W. BASE 2 1958
 PY0382_MARK LOGO: CGS   
 PY0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0382+STABILITY: POSITION/ELEVATION WELL
 PY0382
 PY0382  HISTORY     - Date     Condition        Report By
 PY0382  HISTORY     - 1958     MONUMENTED       CGS
 PY0382  HISTORY     - 1960     GOOD             NGS
 PY0382  HISTORY     - 1979     GOOD             NGS
 PY0382  HISTORY     - 1983     GOOD             NGS
 PY0382
 PY0382                          STATION DESCRIPTION
 PY0382
 PY0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 PY0382'THE STATION IS LOCATED ON A LOW HILL ABOUT 3.6 MILES SOUTHWEST
 PY0382'OF ASHTON, ABOUT 0.3 MILE SOUTHEAST OF THE CENTER OF U.S. HIGHWAY
 PY0382'191 IN A SCABLAND AREA.  IT IS AT THE NORTH END OF THE SOUTHERLY
 PY0382'OF TWO BRUSH COVERED KNOLLS WHICH ARE SURROUNDED BY CULTIVATED
 PY0382'LAND.
 PY0382'
 PY0382'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED ASHTON
 PY0382'S W BASE 2 1958 SET IN CONCRETE IN A DRILL HOLE IN OUTCROPPING
 PY0382'BED ROCK.
 PY0382'
 PY0382'REFERENCE MARK 1 IS EAST OF THE STATION AND IS A STANDARD
 PY0382'REFERENCE DISK STAMPED ASHTON S W BASE 2 NO 1 1958 SET IN A DRILL
 PY0382'HOLE IN OUTCROPPING BEDROCK.
 PY0382'
 PY0382'REFERENCE MARK 2 IS SOUTH OF THE STATION AND IS A STANDARD
 PY0382'REFERENCE MARK DISK STAMPED ASHTON S W BASE NO 2 1958 SET IN A
 PY0382'DRILL HOLE IN OUTCROPPING BED ROCK.
 PY0382'
 PY0382'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 191
 PY0382'AND STATE HIGHWAY 32 AT THE NORTH SIDE OF ASHTON, GO SOUTHWEST
 PY0382'ALONG U.S. HIGHWAY 191 FOR 4.1 MILES TO A ROAD LEFT WHICH CROSSES
 PY0382'THE RAILROAD TRACKS.  TURN LEFT ACROSS THE TRACKS AND
 PY0382'IMMEDIATELY TURN LEFT AGAIN THROUGH A GATE.  FOLLOW ALONG
 PY0382'FENCELINE TO DITCH AND TURN RIGHT TO BASE OF HILL.  TURN LEFT
 PY0382'TO TOP OF KNOLL AND THE STATION ABOUT 20 FEET SOUTHWEST OF THE
 PY0382'EDGE OF CULTIVATION.
 PY0382'
 PY0382'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 PY0382
 PY0382                          STATION RECOVERY (1960)
 PY0382
 PY0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 PY0382'3.4 MI SW FROM ASHTON.
 PY0382'3.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0382'AT ASHTON, 3 POLES NORTH AND ACROSS COUNTRY FROM THE THIRD POLE NORTH
 PY0382'OF MILEPOLE 47.50, ON TOP OF A SAGE BRUSH AND OUTCROP COVERED HILL
 PY0382'THAT IS SURROUNDED BY CULTIVATED FIELDS, IN TOP OF A 5-BY 10-FOOT ROCK
 PY0382'OUTCROP WHICH PROJECTS ABOUT 0.3 FOOT ABOVE THE GROUND, ABOUT 618 FEET
 PY0382'EAST-SOUTHEAST OF THE EAST RAIL, 57.15 FEET NORTH OF REFERENCE MARK
 PY0382'ASHTON S.W. BASE 2 NO. 2, 27.35 FEET WEST-SOUTHWEST OF REFERENCE MARK
 PY0382'ASHTON S.W. BASE 2 NO. 1, AND 7.0 FEET WEST OF A WITNESS POST.
 PY0382
 PY0382                          STATION RECOVERY (1979)
 PY0382
 PY0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 PY0382'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 PY0382'AND FOUND IN GOOD CONDITION AS DESCRIBED IN 1958.  TRIANGULATION
 PY0382'STATION ASHTON S.W. BASE 1946 CAN BE USED AS AN AZIMUTH.  A NEW TO
 PY0382'REACH FOLLOWS.  TO REACH THE STATION FROM THE POST OFFICE IN ASHTON
 PY0382'GO WEST ON STATE HIGHWAY 47 FOR 0.4 MILE TO THE JUNCTION OF
 PY0382'U.S. HIGHWAY 20.  TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 20 FOR 3.6
 PY0382'MILE TO A TURN OUT ON THE RIGHT.  PACK NORTH ACROSS THE TRACK TO
 PY0382'THE SOUTH ONE OF TWO BRUSH COVERED AREAS IN A CULTIVATED FIELD, AND
 PY0382'THE STATION ON THE NORTH EDGE AS DESCRIBED 7 FEET WEST OF A METAL
 PY0382'WITNESS POST.
 PY0382
 PY0382                          STATION RECOVERY (1983)
 PY0382
 PY0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0381 ***********************************************************************
 PY0381  DESIGNATION -  ASHTON SW BASE 2 RM 1
 PY0381  PID         -  PY0381
 PY0381  STATE/COUNTY-  ID/FREMONT
 PY0381  USGS QUAD   -  ASHTON (1965)
 PY0381
 PY0381                         *CURRENT SURVEY CONTROL
 PY0381  ___________________________________________________________________
 PY0381* NAD 83(1986)-  44 01 57.     (N)    111 29 37.     (W)     SCALED    
 PY0381* NAVD 88     -      1598.128  (meters)    5243.19   (feet)  POSTED    
 PY0381  ___________________________________________________________________
 PY0381  GEOID HEIGHT-         -10.52  (meters)                     GEOID03
 PY0381  DYNAMIC HT  -        1597.300 (meters)    5240.48  (feet)  COMP
 PY0381  MODELED GRAV-     980,041.6   (mgal)                       NAVD 88
 PY0381
 PY0381  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PY0381
 PY0381.The horizontal coordinates were scaled from a topographic map and have
 PY0381.an estimated accuracy of +/- 6 seconds.
 PY0381
 PY0381.The orthometric height was determined by differential leveling
 PY0381.and adjusted by the National Geodetic Survey in 1992..
 PY0381.No vertical observational check was made to the station.
 PY0381.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PY0381.was located on a no-check spur therefore a value was not computed.
 PY0381
 PY0381.The geoid height was determined by GEOID03.
 PY0381
 PY0381.The dynamic height is computed by dividing the NAVD 88
 PY0381.geopotential number by the normal gravity value computed on the
 PY0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0381.degrees latitude (g = 980.6199 gals.).
 PY0381
 PY0381.The modeled gravity was interpolated from observed gravity values.
 PY0381
 PY0381;                    North         East    Units  Estimated Accuracy
 PY0381;SPC ID E     -   263,030.      253,950.      MT  (+/- 180 meters Scaled)
 PY0381
 PY0381                          SUPERSEDED SURVEY CONTROL
 PY0381
 PY0381  NGVD 29 (??/??/92) 1597.048  (m)         5239.65   (f) ADJ UNCH    1 2
 PY0381
 PY0381.Superseded values are not recommended for survey control.
 PY0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0381.See file dsdata.txt to determine how the superseded data were derived.
 PY0381
 PY0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP604756(NAD 83)
 PY0381_MARKER: DR = REFERENCE MARK DISK
 PY0381_SETTING: 66 = SET IN ROCK OUTCROP
 PY0381_SP_SET: ROCK OUTCROP
 PY0381_STAMPING: ASHTON S.W. BASE 2 NO 1 1958
 PY0381_MARK LOGO: CGS   
 PY0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0381+STABILITY: POSITION/ELEVATION WELL
 PY0381
 PY0381  HISTORY     - Date     Condition        Report By
 PY0381  HISTORY     - 1958     MONUMENTED       CGS
 PY0381  HISTORY     - 1960     GOOD             NGS
 PY0381  HISTORY     - 1983     GOOD             NGS
 PY0381
 PY0381                          STATION DESCRIPTION
 PY0381
 PY0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0381'3.4 MI SW FROM ASHTON.
 PY0381'3.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0381'AT ASHTON, 3 POLES NORTH AND ACROSS COUNTRY FROM THE THIRD POLE NORTH
 PY0381'OF MILEPOLE 47.50, ON TOP OF A SAGE BRUSH AND OUTCROP COVERED HILL
 PY0381'THAT IS SURROUNDED BY CUYLTIVATED FIELDS, IN TOP OF A 3-BY 5-FOOT ROCK
 PY0381'OUTCROP WHICH PROJECTS ABOUT 0.5 FOOT ABOVE THE GROUND, 27.35 FEET
 PY0381'EAST-NORTHEAST OF TRIANGULATION STATION ASHTON S.W. BASE 2, 21.5 FEET
 PY0381'NORTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE STATION.
 PY0381
 PY0381                          STATION RECOVERY (1983)
 PY0381
 PY0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0383 ***********************************************************************
 PY0383  DESIGNATION -  ASHTON SW BASE 2 RM 2
 PY0383  PID         -  PY0383
 PY0383  STATE/COUNTY-  ID/FREMONT
 PY0383  USGS QUAD   -  ASHTON (1965)
 PY0383
 PY0383                         *CURRENT SURVEY CONTROL
 PY0383  ___________________________________________________________________
 PY0383* NAD 83(1986)-  44 01 59.     (N)    111 29 38.     (W)     SCALED    
 PY0383* NAVD 88     -      1597.749  (meters)    5241.95   (feet)  POSTED    
 PY0383  ___________________________________________________________________
 PY0383  GEOID HEIGHT-         -10.51  (meters)                     GEOID03
 PY0383  DYNAMIC HT  -        1596.920 (meters)    5239.23  (feet)  COMP
 PY0383  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 PY0383
 PY0383  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PY0383
 PY0383.The horizontal coordinates were scaled from a topographic map and have
 PY0383.an estimated accuracy of +/- 6 seconds.
 PY0383
 PY0383.The orthometric height was determined by differential leveling
 PY0383.and adjusted by the National Geodetic Survey in 1992..
 PY0383.No vertical observational check was made to the station.
 PY0383.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PY0383.was located on a no-check spur therefore a value was not computed.
 PY0383
 PY0383.The geoid height was determined by GEOID03.
 PY0383
 PY0383.The dynamic height is computed by dividing the NAVD 88
 PY0383.geopotential number by the normal gravity value computed on the
 PY0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0383.degrees latitude (g = 980.6199 gals.).
 PY0383
 PY0383.The modeled gravity was interpolated from observed gravity values.
 PY0383
 PY0383;                    North         East    Units  Estimated Accuracy
 PY0383;SPC ID E     -   263,090.      253,930.      MT  (+/- 180 meters Scaled)
 PY0383
 PY0383                          SUPERSEDED SURVEY CONTROL
 PY0383
 PY0383  NGVD 29 (??/??/92) 1596.669  (m)         5238.40   (f) ADJ UNCH    1 2
 PY0383
 PY0383.Superseded values are not recommended for survey control.
 PY0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0383.See file dsdata.txt to determine how the superseded data were derived.
 PY0383
 PY0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP604756(NAD 83)
 PY0383_MARKER: DR = REFERENCE MARK DISK
 PY0383_SETTING: 66 = SET IN ROCK OUTCROP
 PY0383_SP_SET: ROCK OUTCROP
 PY0383_STAMPING: ASHTON S.W. BASE 2 NO 2 1958
 PY0383_MARK LOGO: CGS   
 PY0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0383+STABILITY: POSITION/ELEVATION WELL
 PY0383
 PY0383  HISTORY     - Date     Condition        Report By
 PY0383  HISTORY     - 1958     MONUMENTED       CGS
 PY0383  HISTORY     - 1960     GOOD             NGS
 PY0383  HISTORY     - 1983     GOOD             NGS
 PY0383
 PY0383                          STATION DESCRIPTION
 PY0383
 PY0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0383'3.4 MI SW FROM ASHTON.
 PY0383'3.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0383'AT ASHTON, 3 POLES NORTH AND ACROSS COUNTRY FROM THE THIRD POLE NORTH
 PY0383'OF MILEPOLE 47.50, ON TOP OF A SAGE BRUSH AND OUTCROP COVERED HILL
 PY0383'THAT IS SURROUNDED BY CULTIVATED FIELDS, IN TOP OF A 2-BY 5-FOOT
 PY0383'OUTCROP WHICH PROJECTS ABOUT 0.3 FOOT ABOVE THE GROUND, 57.15 FEET
 PY0383'SOUTH-SOUTHEAST OF TRIANGULATION STATION ASHTON S.W. BASE 2, 66.64
 PY0383'FEET SOUTH OF REFERENCE MARK ASHTON S.W. BASE 2 NO. 1, AND ABOUT 1
 PY0383'FOOT LOWER THAN THE STATION.
 PY0383
 PY0383                          STATION RECOVERY (1983)
 PY0383
 PY0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1609 ***********************************************************************
 NU1609  DESIGNATION -  ASP
 NU1609  PID         -  NU1609
 NU1609  STATE/COUNTY-  ID/ONEIDA
 NU1609  USGS QUAD   -  ROY (1973)
 NU1609
 NU1609                         *CURRENT SURVEY CONTROL
 NU1609  ___________________________________________________________________
 NU1609* NAD 83(1994)-  42 15 03.38218(N)    112 51 59.93747(W)     ADJUSTED  
 NU1609* NAVD 88     -      2204.9    (meters)    7234.     (feet)  VERTCON   
 NU1609  ___________________________________________________________________
 NU1609  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 NU1609  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 NU1609
 NU1609  HORZ ORDER  -  SECOND
 NU1609
 NU1609.The horizontal coordinates were established by classical geodetic methods
 NU1609.and adjusted by the National Geodetic Survey in November 1997..
 NU1609
 NU1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1609
 NU1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1609
 NU1609.The geoid height was determined by GEOID03.
 NU1609
 NU1609;                    North         East     Units Scale Factor Converg.
 NU1609;SPC ID E     -    65,130.470   142,237.217   MT  0.99998841   -0 28 14.4
 NU1609;SPC ID C     -    65,515.208   593,524.819   MT  1.00005495   +0 45 43.5
 NU1609;UTM  12      - 4,679,325.241   346,014.747   MT  0.99989176   -1 15 19.2
 NU1609
 NU1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1609!SPC ID E     -   0.99965651  x   0.99998841  =   0.99964492
 NU1609!SPC ID C     -   0.99965651  x   1.00005495  =   0.99971144
 NU1609!UTM  12      -   0.99965651  x   0.99989176  =   0.99954830
 NU1609
 NU1609|---------------------------------------------------------------------|
 NU1609| PID    Reference Object                     Distance      Geod. Az  |
 NU1609|                                                           dddmmss.s |
 NU1609| CM4210 ASP RM 1                             11.650 METERS 03043     |
 NU1609| CM4211 ASP RM 2                              9.406 METERS 15116     |
 NU1609| NU1604 COW                                 APPROX.13.6 KM 1781459.4 |
 NU1609|---------------------------------------------------------------------|
 NU1609
 NU1609                          SUPERSEDED SURVEY CONTROL
 NU1609
 NU1609  NAD 83(1992)-  42 15 03.37877(N)    112 51 59.92804(W) AD(       ) 2
 NU1609  NAD 83(1986)-  42 15 03.37744(N)    112 51 59.92571(W) AD(       ) 2
 NU1609  NAD 27      -  42 15 03.67816(N)    112 51 56.97579(W) AD(       ) 2
 NU1609  NGVD 29 (07/19/86) 2203.7    (m)         7230.     (f) VERT ANG       
 NU1609
 NU1609.Superseded values are not recommended for survey control.
 NU1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1609.See file dsdata.txt to determine how the superseded data were derived.
 NU1609
 NU1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM4601579325(NAD 83)
 NU1609_MARKER: DD = SURVEY DISK
 NU1609_SETTING: 66 = SET IN ROCK OUTCROP
 NU1609_SP_SET: PARTIALLY EXPOSED BEDROCK
 NU1609
 NU1609  HISTORY     - Date     Condition        Report By
 NU1609  HISTORY     - 1968     MONUMENTED       USGS
 NU1609
 NU1609                          STATION DESCRIPTION
 NU1609
 NU1609'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (NAW)
 NU1609'LOCATED ABOUT 36 MI. S. OF AMERICAN FALLS.  26 MI. E. OF MALTA.
 NU1609'NEAR THE S. END OF THE SUBLETT RANGE.  ON QUAKING ASP MOUNTAIN.
 NU1609'
 NU1609'TO REACH FROM ROCKLAND DRIVE S. ON STATE ROUTE 37 FOR 15.8 MI.
 NU1609'TO A T-RD. W. AT ROY.  CONTINUE S. 0.6 MI. TO A Y-RD. AT BEND
 NU1609'IN THE HIGHWAY.  TURN RIGHT ON GRAVEL RD. FOR 2.1 MI. TO A
 NU1609'CATTLEGUARD AND SIGN KURTZ FIELD.  CONTINUE 1.3 MI. TO A T-RD.
 NU1609'W.  TURN RIGHT ACROSS DRAIN THEN S. ALONG DRAIN FOR 2.8 MI. TO A
 NU1609'Y-RD. AND SIGN SUBLETT TROUGHS, CRAZY CANYON, TURN RIGHT AND
 NU1609'FOLLOW SIGN FOR 1.0 MI. TO A CATTLEGUARD.  CONTINUE 1.5 MI.
 NU1609'TO Y-RD. AND SIGN CRAZY CANYON, SUBLETT TROUGHS.  TURN LEFT
 NU1609'TOWARD CRAZY CANYON (S.) FOR 1.4 MI. TO A TRACK T-RD.  TURN
 NU1609'LEFT UP CANYON ON TRACK RD. FOR 0.6 MI. TO A SMALL DRAW AT
 NU1609'THE E. END OF ASPEN GROVE.  TURN LEFT, (N.) UP THIS DRAW AND
 NU1609'E.  TO A SADDLE S. OF PROMINENT AND HIGHEST TOP.  THEN N.
 NU1609'AND E.  UP RIDGE TO HIGHEST POINT AND THE STATION.  THE LAST
 NU1609'SECTION FROM SADDLE TO TOP IS STEEP.  FOUR-WHEEL DRIVE
 NU1609'NEEDED.
 NU1609'
 NU1609'STATION MARK--STANDARD USGS TABLET STAMPED ASP 1968 SET IN
 NU1609'BEDROCK 8 FT. BELOW HIGH POINT OF ROCK.
 NU1609'
 NU1609'REFERENCE MARK NO. 1--STANDARD USGS TABLET STAMPED NO 1 1968
 NU1609'SET IN BEDROCK FLUSH WITH TOP.
 NU1609'
 NU1609'REFERENCE MARK NO. 2--STANDARD USGS TABLET STAMPED NO 2 1968
 NU1609'SET ON COPPERWELD ROD CEMENTED IN ROCK PROJECTING 0.2 FT. ABOVE
 NU1609'GROUND.
 NU1609'
 NU1609'MALAD OMNI--THE CENTERLINE OF THE LARGE WHITE ENCLOSURE FOR THE
 NU1609'MALAD OMNI RANGE ANTENNA.  ABOUT 22.0 MI. ESE. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0514 ***********************************************************************
 NT0514  DESIGNATION -  ASPEN
 NT0514  PID         -  NT0514
 NT0514  STATE/COUNTY-  ID/BEAR LAKE
 NT0514  USGS QUAD   -  HARRINGTON PEAK (1980)
 NT0514
 NT0514                         *CURRENT SURVEY CONTROL
 NT0514  ___________________________________________________________________
 NT0514* NAD 83(1992)-  42 35 19.13872(N)    111 22 22.91200(W)     ADJUSTED  
 NT0514* NAVD 88     -      2564.8    (meters)    8415.     (feet)  VERTCON   
 NT0514  ___________________________________________________________________
 NT0514  LAPLACE CORR-           7.00  (seconds)                    DEFLEC99
 NT0514  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 NT0514
 NT0514  HORZ ORDER  -  THIRD
 NT0514
 NT0514.The horizontal coordinates were established by classical geodetic methods
 NT0514.and adjusted by the National Geodetic Survey in July 1992..
 NT0514
 NT0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0514
 NT0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0514
 NT0514.The geoid height was determined by GEOID03.
 NT0514
 NT0514;                    North         East     Units Scale Factor Converg.
 NT0514;SPC ID E     -   102,709.892   265,140.578   MT  0.99999956   +0 32 13.5
 NT0514;UTM  12      - 4,715,204.113   469,392.792   MT  0.99961153   -0 15 08.8
 NT0514
 NT0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0514!SPC ID E     -   0.99959980  x   0.99999956  =   0.99959936
 NT0514!UTM  12      -   0.99959980  x   0.99961153  =   0.99921148
 NT0514
 NT0514:                Primary Azimuth Mark                     Grid Az
 NT0514:SPC ID E     -  HARRINGTON                               102 40 39.0
 NT0514:UTM  12      -  HARRINGTON                               103 28 01.3
 NT0514
 NT0514|---------------------------------------------------------------------|
 NT0514| PID    Reference Object                     Distance      Geod. Az  |
 NT0514|                                                           dddmmss.s |
 NT0514| NT0513 HARRINGTON                          APPROX. 2.9 KM 1031252.5 |
 NT0514|---------------------------------------------------------------------|
 NT0514
 NT0514                          SUPERSEDED SURVEY CONTROL
 NT0514
 NT0514  NAD 83(1986)-  42 35 19.12931(N)    111 22 22.90392(W) AD(       ) 3
 NT0514  NAD 27      -  42 35 19.39376(N)    111 22 20.14507(W) AD(       ) 3
 NT0514  NGVD 29 (07/19/86) 2563.4    (m)         8410.     (f) VERT ANG       
 NT0514
 NT0514.Superseded values are not recommended for survey control.
 NT0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0514.See file dsdata.txt to determine how the superseded data were derived.
 NT0514
 NT0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN6939315204(NAD 83)
 NT0514_MARKER: DD = SURVEY DISK
 NT0514_SETTING: 66 = SET IN ROCK OUTCROP
 NT0514_SP_SET: SET IN ROCK OUTCROP
 NT0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0514+STABILITY: POSITION/ELEVATION WELL
 NT0514
 NT0514  HISTORY     - Date     Condition        Report By
 NT0514  HISTORY     - 1947     MONUMENTED       USGS
 NT0514
 NT0514                          STATION DESCRIPTION
 NT0514
 NT0514'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NT0514'LOCATED 12.5 MI. (AIRLINE) SE. OF SODA SPRINGS, 8 MI. N. OF
 NT0514'GEORGETOWN, ON THE DIVIDE BETWEEN BEAR RIVER AND SLUG CREEK, AT THE
 NT0514'HEAD OF JONES CANYON TO THE SW. AND DRY FORK OF JOHNSON CREEK TO THE
 NT0514'N., APPROXIMATELY ON THE BEAR LAKE-CARIBOU COUNTY LINE, ON THE
 NT0514'HIGHEST POINT IN THE VICINITY.
 NT0514'
 NT0514'TO REACH FROM GEORGETOWN POST OFFICE, DRIVE N. ON U.S. HIGHWAY 30 FOR
 NT0514'5.5 MI. TO SIDE RD. TO RIGHT, TURN RIGHT AND FOLLOW GRAVEL RD. NE. FOR
 NT0514'0.3 MI. TO RD. FORKS, TAKE LEFT FORK AND FOLLOW MAIN DIRT RD. NE. FOR
 NT0514'1.4 MI. TO FARMYARD, GO THROUGH FARMYARD AND UP JONES CANYON FOR 2.2
 NT0514'MI. TO END OF TRUCK TRAVEL, CONTINUE UP JONES CANYON FOR 0.2 MI. TO
 NT0514'CANYON FORKS, FOLLOW UP RIDGE BETWEEN FORKS FOR 1.3 MI. TO HIGHEST
 NT0514'POINT ON DIVIDE AND STATION.
 NT0514'
 NT0514'STATION MARK--STANDARD TABLET STAMPED---ASPEN 1947---, CEMENTED IN
 NT0514'SOLID ROCK.
 NT0514'
 NT0514'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NT0514'---NO 1---, CEMENTED IN SOLID ROCK, 22.56 FT. FROM STATION MARK,
 NT0514'S 43 DEG 23 MIN W.
 NT0514'
 NT0514'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NT0514'---NO 2---, CEMENTED IN SOLID ROCK, 19.83 FT. FROM STATION MARK,
 NT0514'S 39 DEG 57 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0103 ***********************************************************************
 RZ0103  DESIGNATION -  AT
 RZ0103  PID         -  RZ0103
 RZ0103  STATE/COUNTY-  ID/CLEARWATER
 RZ0103  USGS QUAD   -  GRANGEMONT (1994)
 RZ0103
 RZ0103                         *CURRENT SURVEY CONTROL
 RZ0103  ___________________________________________________________________
 RZ0103* NAD 83(1986)-  46 36 40.     (N)    116 07 06.     (W)     SCALED    
 RZ0103* NAVD 88     -       361.047  (meters)    1184.54   (feet)  ADJUSTED  
 RZ0103  ___________________________________________________________________
 RZ0103  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 RZ0103  DYNAMIC HT  -         361.010 (meters)    1184.41  (feet)  COMP
 RZ0103  MODELED GRAV-     980,504.5   (mgal)                       NAVD 88
 RZ0103
 RZ0103  VERT ORDER  -  SECOND    CLASS 0
 RZ0103
 RZ0103.The horizontal coordinates were scaled from a topographic map and have
 RZ0103.an estimated accuracy of +/- 6 seconds.
 RZ0103
 RZ0103.The orthometric height was determined by differential leveling
 RZ0103.and adjusted by the National Geodetic Survey in June 1991..
 RZ0103
 RZ0103.The geoid height was determined by GEOID03.
 RZ0103
 RZ0103.The dynamic height is computed by dividing the NAVD 88
 RZ0103.geopotential number by the normal gravity value computed on the
 RZ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0103.degrees latitude (g = 980.6199 gals.).
 RZ0103
 RZ0103.The modeled gravity was interpolated from observed gravity values.
 RZ0103
 RZ0103;                    North         East    Units  Estimated Accuracy
 RZ0103;SPC ID W     -   549,430.      771,790.      MT  (+/- 180 meters Scaled)
 RZ0103
 RZ0103                          SUPERSEDED SURVEY CONTROL
 RZ0103
 RZ0103  NGVD 29 (??/??/92)  359.965  (m)         1180.99   (f) ADJ UNCH    2 0
 RZ0103
 RZ0103.Superseded values are not recommended for survey control.
 RZ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0103.See file dsdata.txt to determine how the superseded data were derived.
 RZ0103
 RZ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM675623(NAD 83)
 RZ0103_MARKER: N = NAIL
 RZ0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0103_SP_SET: TREE
 RZ0103_STAMPING: AT
 RZ0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0103
 RZ0103  HISTORY     - Date     Condition        Report By
 RZ0103  HISTORY     - UNK      MONUMENTED       CGS
 RZ0103  HISTORY     - 1959     GOOD             NGS
 RZ0103
 RZ0103                          STATION DESCRIPTION
 RZ0103
 RZ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0103'18.2 MI NE FROM AHSAHKA.
 RZ0103'ABOUT 18.2 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RZ0103'FROM THE RIVER BRIDGE AT AHSAHKA, ON THE NORTHWEST SIDE OF THE RIVER,
 RZ0103'AT A TWIN TRUNK OF A PINE AND SPRUCE TREE, IN THE TOP OF THE EAST ROOT
 RZ0103'OF THE PINE TREE, AND ABOUT 5 FEET HIGHER THAN THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0347 ***********************************************************************
 SV0347  DESIGNATION -  ATHOL
 SV0347  PID         -  SV0347
 SV0347  STATE/COUNTY-  ID/KOOTENAI
 SV0347  USGS QUAD   -  ATHOL (1961)
 SV0347
 SV0347                         *CURRENT SURVEY CONTROL
 SV0347  ___________________________________________________________________
 SV0347* NAD 83(1992)-  47 56 43.86109(N)    116 42 32.87582(W)     ADJUSTED  
 SV0347* NAVD 88     -       729.598  (meters)    2393.69   (feet)  ADJUSTED  
 SV0347  ___________________________________________________________________
 SV0347  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 SV0347  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SV0347  DYNAMIC HT  -         729.631 (meters)    2393.80  (feet)  COMP
 SV0347  MODELED GRAV-     980,633.8   (mgal)                       NAVD 88
 SV0347
 SV0347  HORZ ORDER  -  SECOND
 SV0347  VERT ORDER  -  FIRST     CLASS II
 SV0347
 SV0347.The horizontal coordinates were established by classical geodetic methods
 SV0347.and adjusted by the National Geodetic Survey in July 1992..
 SV0347
 SV0347.The orthometric height was determined by differential leveling
 SV0347.and adjusted by the National Geodetic Survey in June 1991..
 SV0347
 SV0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0347
 SV0347.The geoid height was determined by GEOID03.
 SV0347
 SV0347.The dynamic height is computed by dividing the NAVD 88
 SV0347.geopotential number by the normal gravity value computed on the
 SV0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0347.degrees latitude (g = 980.6199 gals.).
 SV0347
 SV0347.The modeled gravity was interpolated from observed gravity values.
 SV0347
 SV0347;                    North         East     Units Scale Factor Converg.
 SV0347;SPC ID W     -   698,154.876   728,354.208   MT  0.99999639   -0 42 43.9
 SV0347;UTM  11      - 5,310,285.627   521,720.258   MT  0.99960580   +0 12 57.5
 SV0347
 SV0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0347!SPC ID W     -   0.99988838  x   0.99999639  =   0.99988477
 SV0347!UTM  11      -   0.99988838  x   0.99960580  =   0.99949422
 SV0347
 SV0347|---------------------------------------------------------------------|
 SV0347| PID    Reference Object                     Distance      Geod. Az  |
 SV0347|                                                           dddmmss.s |
 SV0347| SV0348 ATHOL RM 1                           10.506 METERS 01212     |
 SV0347| SV0345 ATHOL AZ MK                         403.331 METERS 0142202.8 |
 SV0347| CH6338 ATHOL RM 3                            7.229 METERS 09600     |
 SV0347| CH6337 ATHOL RM 2                           12.314 METERS 28151     |
 SV0347| CH6339 ATHOL RM 4                           20.098 METERS 35316     |
 SV0347|---------------------------------------------------------------------|
 SV0347
 SV0347                          SUPERSEDED SURVEY CONTROL
 SV0347
 SV0347  NAD 83(1986)-  47 56 43.86484(N)    116 42 32.87100(W) AD(       ) 2
 SV0347  NAD 27      -  47 56 44.20548(N)    116 42 29.14997(W) AD(       ) 2
 SV0347  NGVD 29 (??/??/92)  728.405  (m)         2389.78   (f) ADJ UNCH    1 2
 SV0347
 SV0347.Superseded values are not recommended for survey control.
 SV0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0347.See file dsdata.txt to determine how the superseded data were derived.
 SV0347
 SV0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP2172010286(NAD 83)
 SV0347_MARKER: DB = BENCH MARK DISK
 SV0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0347_STAMPING: ATHOL 1936
 SV0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0347+STABILITY: SURFACE MOTION
 SV0347
 SV0347  HISTORY     - Date     Condition        Report By
 SV0347  HISTORY     - 1936     MONUMENTED       CGS
 SV0347  HISTORY     - 1938     SEE DESCRIPTION  USGS
 SV0347  HISTORY     - 1942     SEE DESCRIPTION  CGS
 SV0347  HISTORY     - 1944     SEE DESCRIPTION  CGS
 SV0347  HISTORY     - 1944     GOOD             NGS
 SV0347  HISTORY     - 1960     SEE DESCRIPTION  USGS
 SV0347  HISTORY     - 1977     GOOD             NGS
 SV0347  HISTORY     - 1980     GOOD             BPA
 SV0347
 SV0347                          STATION DESCRIPTION
 SV0347
 SV0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (LCJ)
 SV0347'IN THE TOWN OF ATHOL, IDAHO, DIRECTLY ACROSS U.S. HIGHWAY 95 FROM
 SV0347'THE ATHOL POST OFFICE, 42 FET WEST OF THE CENTER LINE OF HIGHWAY,
 SV0347'ON RAILROAD PROPERTY.
 SV0347'
 SV0347'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 SV0347'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A RESPECTIVELY.
 SV0347'
 SV0347'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND WEST OF THE
 SV0347'HIGHWAY.
 SV0347'
 SV0347'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND WEST OF THE HIGHWAY.
 SV0347'
 SV0347'THE AZIMUTH MARK IS DISTANT 1/4 MILE NORTH, ON THE EAST SIDE OF
 SV0347'U.S. HIGHWAY 95.
 SV0347
 SV0347                          STATION RECOVERY (1938)
 SV0347
 SV0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 SV0347'ALL MARKS FOUND IN GOOD CONDITION.
 SV0347
 SV0347                          STATION RECOVERY (1942)
 SV0347
 SV0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 SV0347'LETTER OF MR. F.G. COOK, SUPERINTENDENT, NORTHERN PACIFIC RAILWAY
 SV0347'COMPANY, SPOKANE, WASHINGTON, DATED OCTOBER 21, 1942--REFERENCE
 SV0347'MARK NO. 2 HAS BEEN UPROOTED BY A GRADER.  STATION AND REFERENCE
 SV0347'MARK NO. 1 ARE STILL IN PLACE.
 SV0347'
 SV0347'REFERENCE MARK DISK STAMPED ATHOL NO. 2 1936 RECEIVED IN THIS
 SV0347'OFFICE NOVEMBER 9, 1942.
 SV0347
 SV0347                          STATION RECOVERY (1944)
 SV0347
 SV0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (CS)
 SV0347'AT ATHOL, ABOUT 0.1 MILE NORTH OF THE NORTHERN PACIFIC RAILWAY
 SV0347'STATION, BETWEEN THE TRACK AND ROAD PARALLELING THE TRACK,
 SV0347'91.6 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST
 SV0347'OFFICE AND GROCERY, 61.6 FEET EAST OF EAST RAIL OF EAST TRACK,
 SV0347'41 FEET WEST OF CENTER LINE OF ROAD, 2.5 FEET SOUTH OF REFERENCE
 SV0347'POST.  A TRIANGULATION STATION DISK SET IN TOP OF A CONCRETE
 SV0347'POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.  STAMPED ATHOL
 SV0347'1936.  PART OF THE CONCRETE POST HAS BEEN BROKEN OFF.
 SV0347'
 SV0347'R.M. 1, AT ATHOL, ABOUT 0.1 MILE NORTH OF THE NORTHERN PACIFIC
 SV0347'RAILWAY STATION, 83 FEET WEST OF THE SOUTHWEST CORNER OF THE
 SV0347'POST OFFICE AND GROCERY, 62 FEET EAST OF EAST RAIL OF EAST TRACK,
 SV0347'43 FEET WEST OF CENTER LINE OF ROAD PARALLELING TRACK, 34.8 FEET
 SV0347'NORTH OF STATION MARK.  REFERENCE MARK SET IN TOP OF CONCRETE
 SV0347'POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.  STAMPED ATHOL NO. 1
 SV0347'1936.  PART OF THE CONCRETE POST HAS BEEN BROKEN OFF.
 SV0347'
 SV0347'R.M. 2, IS DESTROYED.  THE CONCRETE POST WAS RECOVERED AND THE
 SV0347'IMPRINT OF THE DISK COULD BE PLAINLY SEEN IN THE TOP OF THE
 SV0347'POST, ALSO THE HOLE LEFT BY THE SHANK OF THE DISK.  THIS
 SV0347'REFERENCE MARK CAN BE CONSIDERED DESTROYED.
 SV0347'
 SV0347'AZIMUTH MARK, AT ATHOL, 0.3 MILE NORTH ALONG THE NORTHERN PACIFIC
 SV0347'RAILWAY FROM THE STATION, 0.1 MILE NORTH OF THE PAVED ROAD
 SV0347'LEADING WEST TO SPIRIT LAKE, ALONG OLD U.S. HIGHWAY NO. 95, ON
 SV0347'THE EAST SIDE OF THE ROAD FROM THE TRACKS, 93 FEET NORTH OF CENTER
 SV0347'LINE OF A SIDE ROAD LEADING EAST AND WEST, 48 FEET WEST OF FENCE,
 SV0347'34 FEET EAST OF CENTER LINE OF OLD HIGHWAY, 2 FEET SOUTH OF
 SV0347'REFERENCE POST.  A TRIANGULATION STATION AZIMUTH DISK SET IN
 SV0347'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 SV0347'STAMPED ATHOL 1936.
 SV0347
 SV0347                          STATION RECOVERY (1944)
 SV0347
 SV0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 SV0347'IN ATHOL.
 SV0347'AT ATHOL, ABOUT 0.1 MILE NORTH OF THE NORTHERN PACIFIC RAILROAD
 SV0347'STATION, BETWEEN THE TRACK AND ROAD PARALLELING TRACK, 91.6 FEET
 SV0347'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST OFFICE AND GROCERY,
 SV0347'61.6 FEET EAST OF EAST RAIL OF EAST TRACK, 41 FEET WEST OF CENTER-LINE
 SV0347'OF ROAD, 2.5 FEET SOUTH OF REFERENCE POST.  A TRIANGULATION STATION
 SV0347'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE THE
 SV0347'GROUND.  NOTE-- PART OF THE CONCRETE POST HAS BEEN BROKEN OFF.
 SV0347
 SV0347                          STATION RECOVERY (1960)
 SV0347
 SV0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 SV0347'STATION DESTROYED.
 SV0347'
 SV0347'BULLDOZER BROKE CONCRETE TABLET RETAINER.  THE PIECE WITH TABLET
 SV0347'WAS REMOVED.  R.M. 1 IS IN GOOD CONDITION.
 SV0347
 SV0347                          STATION RECOVERY (1977)
 SV0347
 SV0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SV0347'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED WITH THE
 SV0347'TOPS OF THE CONCRETE POSTS BROKEN AND THE DISKS MISSING.  REFERENCE
 SV0347'MARK NO. 2 WAS NOT FOUND.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 SV0347'CONDITION.  THE ORIGINAL DESCRIPTION DOES NOT INDICATE AN
 SV0347'UNDERGROUND STATION MARK, SO A NEW STATION MARK WAS SET OVER THE
 SV0347'CENTER OF THE ORIGINAL CONCRETE POST.  REFERENCE MARKS 3 AND 4
 SV0347'WERE ESTABLISHED.
 SV0347'
 SV0347'THE STATION IS IN THE VILLAGE OF ATHOL, 137.8 FEET NORTHWEST OF THE
 SV0347'NORTHWEST CORNER OF THE POST OFFICE AND ON THE EAST SIDE OF THE
 SV0347'RAILROAD TRACKS.
 SV0347'
 SV0347'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY
 SV0347'54 IN ATHOL, GO WEST ON STATE HIGHWAY 54 FOR 0.4 MILE TO A CROSS
 SV0347'STREET ABOUT 75 FEET EAST OF THE RAILROAD TRACKS, TURN LEFT AND GO
 SV0347'SOUTH 0.15 MILE TO THE STATION ON THE RIGHT, 137.8 FEET NORTHWEST
 SV0347'OF THE POST OFFICE.
 SV0347'
 SV0347'THE STATION MARK, STAMPED ATHOL 1936 1977, IS FLUSH WITH THE GROUND,
 SV0347'66.3 FEET SOUTH-SOUTHEAST OF THE POWER POLE BY R.M. 4, 75.2 FEET
 SV0347'EAST OF THE EAST RAIL OF THE MAIN RAILROAD TRACK, 42.4 FEET WEST OF
 SV0347'THE CENTER OF THE STREET, AND 2.5 FEET EAST OF A METAL WITNESS
 SV0347'POST.
 SV0347'
 SV0347'REFERENCE MARK NO. 3, STAMPED ATHOL 1936 NO 3 1977, PROJECTS ONE
 SV0347'INCH.  IT IS 74 FEET SOUTHEAST OF THE POWER POLE AND 17.2 FEET WEST
 SV0347'OF THE CENTER OF THE STREET.
 SV0347'
 SV0347'REFERENCE MARK NO. 4, STAMPED ATHOL 1936 NO 4 1977, PROJECTS ONE
 SV0347'INCH.  IT IS 63 FEET WEST OF THE CENTER OF THE STREET, 55 FEET EAST
 SV0347'OF THE EAST RAIL OF THE MAIN TRACK, 10.3 FEET EAST-SOUTHEAST OF THE
 SV0347'ANCHORED END OF THE POWER POLE GUY WIRE, 3.2 FEET WEST-SOUTHWEST
 SV0347'OF THE POWER POLE AND 9 FEET SOUTH OF A LONE 12-INCH FIR TREE.
 SV0347'
 SV0347'THE AZIMUTH MARK, STAMPED ATHOL 1936, PROJECTS 8 INCHES.  IT IS 66
 SV0347'FEET NORTH OF A FENCE CORNER, 46 FEET SOUTH-SOUTHWEST OF A 20-INCH
 SV0347'PINE TREE, 30 FEET EAST OF THE CENTER OF THE ROAD, 4 FEET EAST OF A
 SV0347'FENCE AND 3 FEET WEST OF A METAL WITNESS POST.
 SV0347'
 SV0347'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.15 MILE TO
 SV0347'STATE HIGHWAY 54, CONTINUE NORTH 1 BLOCK TO A CROSS STREET, CONTINUE
 SV0347'NORTH ABOUT 25 YARDS TO THE MARK ON THE RIGHT.
 SV0347'
 SV0347'(ALL MARKS ARE STANDARD DISKS SET IN CONCRETE).
 SV0347'
 SV0347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ATHOL.
 SV0347
 SV0347                          STATION RECOVERY (1980)
 SV0347
 SV0347'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1980 (DS)
 SV0347'STATION MARK 1936 STATION MARK 1977 RECOVERED GOOD.
 SV0347'
 SV0347'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TOWN OF ATHOL ID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0345 ***********************************************************************
 SV0345  DESIGNATION -  ATHOL AZ MK
 SV0345  PID         -  SV0345
 SV0345  STATE/COUNTY-  ID/KOOTENAI
 SV0345  USGS QUAD   -  ATHOL (1961)
 SV0345
 SV0345                         *CURRENT SURVEY CONTROL
 SV0345  ___________________________________________________________________
 SV0345* NAD 83(1992)-  47 56 56.51134(N)    116 42 28.05245(W)     ADJUSTED  
 SV0345* NAVD 88     -       729.547  (meters)    2393.52   (feet)  ADJUSTED  
 SV0345  ___________________________________________________________________
 SV0345  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 SV0345  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SV0345  DYNAMIC HT  -         729.580 (meters)    2393.63  (feet)  COMP
 SV0345  MODELED GRAV-     980,633.9   (mgal)                       NAVD 88
 SV0345
 SV0345  HORZ ORDER  -  THIRD
 SV0345  VERT ORDER  -  FIRST     CLASS II
 SV0345
 SV0345.The horizontal coordinates were established by classical geodetic methods
 SV0345.and adjusted by the National Geodetic Survey in July 1992..
 SV0345.No horizontal observational check was made to the station.
 SV0345
 SV0345.The orthometric height was determined by differential leveling
 SV0345.and adjusted by the National Geodetic Survey in June 1991..
 SV0345
 SV0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0345
 SV0345.The geoid height was determined by GEOID03.
 SV0345
 SV0345.The dynamic height is computed by dividing the NAVD 88
 SV0345.geopotential number by the normal gravity value computed on the
 SV0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0345.degrees latitude (g = 980.6199 gals.).
 SV0345
 SV0345.The modeled gravity was interpolated from observed gravity values.
 SV0345
 SV0345;                    North         East     Units Scale Factor Converg.
 SV0345;SPC ID W     -   698,544.315   728,459.140   MT  0.99999620   -0 42 40.5
 SV0345;UTM  11      - 5,310,676.563   521,818.829   MT  0.99960585   +0 13 01.1
 SV0345
 SV0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0345!SPC ID W     -   0.99988839  x   0.99999620  =   0.99988459
 SV0345!UTM  11      -   0.99988839  x   0.99960585  =   0.99949428
 SV0345
 SV0345:                Primary Azimuth Mark                     Grid Az
 SV0345:SPC ID W     -  BERNARD PEAK LOT 2                       097 04 46.0
 SV0345:UTM  11      -  BERNARD PEAK LOT 2                       096 09 04.4
 SV0345
 SV0345|---------------------------------------------------------------------|
 SV0345| PID    Reference Object                     Distance      Geod. Az  |
 SV0345|                                                           dddmmss.s |
 SV0345| SV1560 BERNARD PEAK LOT 2                  APPROX.13.1 KM 0962205.5 |
 SV0345|---------------------------------------------------------------------|
 SV0345
 SV0345                          SUPERSEDED SURVEY CONTROL
 SV0345
 SV0345  NAD 83(1986)-  47 56 56.51511(N)    116 42 28.04768(W) AD(       ) 3
 SV0345  NAD 27      -  47 56 56.85564(N)    116 42 24.32631(W) AD(       ) 3
 SV0345  NGVD 29 (??/??/92)  728.353  (m)         2389.60   (f) ADJ UNCH    1 2
 SV0345
 SV0345.Superseded values are not recommended for survey control.
 SV0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0345.See file dsdata.txt to determine how the superseded data were derived.
 SV0345
 SV0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP2181910677(NAD 83)
 SV0345_MARKER: DB = BENCH MARK DISK
 SV0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0345_STAMPING: ATHOL 1936
 SV0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0345+STABILITY: SURFACE MOTION
 SV0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV0345+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 SV0345
 SV0345  HISTORY     - Date     Condition        Report By
 SV0345  HISTORY     - 1936     MONUMENTED       CGS
 SV0345  HISTORY     - 1944     GOOD             NGS
 SV0345  HISTORY     - 1960     GOOD             USGS
 SV0345  HISTORY     - 20060623 GOOD             USPSQD
 SV0345
 SV0345                          STATION DESCRIPTION
 SV0345
 SV0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0345'IN ATHOL.
 SV0345'AT ATHOL, 0.3 MILE NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0345'STATION, 0.1 MILE NORTH OF THE PAVED ROAD LEADING WEST TO SPIRIT LAKE,
 SV0345'ALONG OLD U.S. HIGHWAY NO. 95, ON THE EAST SIDE OF ROAD FROM TRACKS,
 SV0345'93 FEET NORTH OF CENTER-LINE OF A SIDE ROAD LEADING EAST AND WEST, 48
 SV0345'FEET WEST OF FENCE, 34 FEET EAST OF CENTER-LINE OF OLD HIGHWAY, 2 FEET
 SV0345'SOUTH OF REFERENCE POST.  A TRIANGULATION STATION AZIMUTH DISK SET IN
 SV0345'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 SV0345
 SV0345                          STATION RECOVERY (1960)
 SV0345
 SV0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 SV0345'LOCATED AT ATHOL, 0.3 MI. N. ALONG THE NORTHERN PACIFIC RAILWAY FROM
 SV0345'THE STATION, 0.1 MI. N. OF THE PAVED RD. LEADING W. TO SPIRIT LAKE,
 SV0345'ALONG U.S. HIGHWAY 95, ON THE E. SIDE OF THE RD. FROM THE TRACKS, 93
 SV0345'FT. N. OF CENTERLINE OF A SIDE RD. LEADING E. AND W., 48 FT. W. OF
 SV0345'FENCE, 34 FT. E. OF CENTERLINE OF OLD HIGHWAY, 2 FT. S. OF REFERENCE
 SV0345'POST.
 SV0345'
 SV0345'STATION MARK--USC AND GS AZIMUTH DISK STAMPED---ATHOL 1936---, SET
 SV0345'IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FT. ABOVE GROUND.
 SV0345
 SV0345                          STATION RECOVERY (2006)
 SV0345
 SV0345'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 SV0345'ONLY HAS A NAIL MARKING WHERE TSHE DISK USED TO BE. THE WITNESS POST
 SV0345'IS STILL IN PLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0348 ***********************************************************************
 SV0348  DESIGNATION -  ATHOL RM 1
 SV0348  PID         -  SV0348
 SV0348  STATE/COUNTY-  ID/KOOTENAI
 SV0348  USGS QUAD   -  ATHOL (1961)
 SV0348
 SV0348                         *CURRENT SURVEY CONTROL
 SV0348  ___________________________________________________________________
 SV0348* NAD 83(1986)-  47 56 44.     (N)    116 42 33.     (W)     SCALED    
 SV0348* NAVD 88     -       729.431  (meters)    2393.14   (feet)  ADJUSTED  
 SV0348  ___________________________________________________________________
 SV0348  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SV0348  DYNAMIC HT  -         729.464 (meters)    2393.25  (feet)  COMP
 SV0348  MODELED GRAV-     980,633.8   (mgal)                       NAVD 88
 SV0348
 SV0348  VERT ORDER  -  FIRST     CLASS II
 SV0348
 SV0348.The horizontal coordinates were scaled from a topographic map and have
 SV0348.an estimated accuracy of +/- 6 seconds.
 SV0348
 SV0348.The orthometric height was determined by differential leveling
 SV0348.and adjusted by the National Geodetic Survey in June 1991..
 SV0348
 SV0348.The geoid height was determined by GEOID03.
 SV0348
 SV0348.The dynamic height is computed by dividing the NAVD 88
 SV0348.geopotential number by the normal gravity value computed on the
 SV0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0348.degrees latitude (g = 980.6199 gals.).
 SV0348
 SV0348.The modeled gravity was interpolated from observed gravity values.
 SV0348
 SV0348;                    North         East    Units  Estimated Accuracy
 SV0348;SPC ID W     -   698,160.      728,350.      MT  (+/- 180 meters Scaled)
 SV0348
 SV0348                          SUPERSEDED SURVEY CONTROL
 SV0348
 SV0348  NGVD 29 (??/??/92)  728.238  (m)         2389.23   (f) ADJ UNCH    1 2
 SV0348
 SV0348.Superseded values are not recommended for survey control.
 SV0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0348.See file dsdata.txt to determine how the superseded data were derived.
 SV0348
 SV0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP217102(NAD 83)
 SV0348_MARKER: DB = BENCH MARK DISK
 SV0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0348_STAMPING: ATHOL NO. 1 1936
 SV0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0348+STABILITY: SURFACE MOTION
 SV0348
 SV0348  HISTORY     - Date     Condition        Report By
 SV0348  HISTORY     - 1936     MONUMENTED       CGS
 SV0348  HISTORY     - 20060623 POOR             USPSQD
 SV0348
 SV0348                          STATION DESCRIPTION
 SV0348
 SV0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 SV0348'IN ATHOL.
 SV0348'AT ATHOL, ABOUT 0.1 MILE NORTH OF THE NORTHERN PACIFIC RAILROAD
 SV0348'STATION, 83 FEET WEST OF THE SOUTHWEST CORNER OF POST OFFICE AND
 SV0348'GROCERY, 62 FEET EAST OF EAST RAIL OF EAST TRACK, 43 FEET WEST OF
 SV0348'CENTER-LINE OF ROAD PARALLELING TRACK, 34.8 FEET NORTH OF
 SV0348'TRIANGULATION STATION ATHOL.  A TRIANGULATION REFERENCE DISK SET IN
 SV0348'TOP OF CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 SV0348'NOTE-- PART OF THE CONCRETE POST HAS BEEN BROKEN OFF.
 SV0348
 SV0348                          STATION RECOVERY (2006)
 SV0348
 SV0348'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 SV0348'WE HAVE PHOTOS OF THE DESTROYED MARKERS. PLEASE ADVISE HOW TO SUBMIT
 SV0348'PHOTOS. THANKS, JOHN ISAKSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1058 ***********************************************************************
 TO1058  DESIGNATION -  ATLASTA LOOKOUT
 TO1058  PID         -  TO1058
 TO1058  STATE/COUNTY-  ID/BONNER
 TO1058  USGS QUAD   -  MOUNT CASEY (1996)
 TO1058
 TO1058                         *CURRENT SURVEY CONTROL
 TO1058  ___________________________________________________________________
 TO1058* NAD 83(1992)-  48 25 38.99469(N)    116 42 48.21226(W)     ADJUSTED  
 TO1058* NAVD 88     -                                                        
 TO1058  ___________________________________________________________________
 TO1058  LAPLACE CORR-           8.25  (seconds)                    DEFLEC99
 TO1058  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TO1058
 TO1058  HORZ ORDER  -  THIRD
 TO1058
 TO1058.The horizontal coordinates were established by classical geodetic methods
 TO1058.and adjusted by the National Geodetic Survey in July 1992..
 TO1058
 TO1058
 TO1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1058
 TO1058.The geoid height was determined by GEOID03.
 TO1058
 TO1058;                    North         East     Units Scale Factor Converg.
 TO1058;SPC ID W     -   751,747.868   728,707.629   MT  0.99999576   -0 43 14.7
 TO1058;UTM  11      - 5,363,856.358   521,202.406   MT  0.99960552   +0 12 51.9
 TO1058
 TO1058                          SUPERSEDED SURVEY CONTROL
 TO1058
 TO1058  NAD 83(1986)-  48 25 39.00209(N)    116 42 48.21291(W) AD(       ) 4
 TO1058  NAD 27      -  48 25 39.27385(N)    116 42 44.52630(W) AD(       ) 3
 TO1058
 TO1058.Superseded values are not recommended for survey control.
 TO1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1058.See file dsdata.txt to determine how the superseded data were derived.
 TO1058
 TO1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP2120263856(NAD 83)
 TO1058
 TO1058  HISTORY     - Date     Condition        Report By
 TO1058  HISTORY     - UNK      MONUMENTED
 TO1058  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO1058
 TO1058                          STATION DESCRIPTION
 TO1058
 TO1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO1058'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0101 ***********************************************************************
 RZ0101  DESIGNATION -  AU
 RZ0101  PID         -  RZ0101
 RZ0101  STATE/COUNTY-  ID/CLEARWATER
 RZ0101  USGS QUAD   -  DENT (1994)
 RZ0101
 RZ0101                         *CURRENT SURVEY CONTROL
 RZ0101  ___________________________________________________________________
 RZ0101* NAD 83(1986)-  46 36 31.     (N)    116 09 45.     (W)     SCALED    
 RZ0101* NAVD 88     -       356.456  (meters)    1169.47   (feet)  ADJUSTED  
 RZ0101  ___________________________________________________________________
 RZ0101  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 RZ0101  DYNAMIC HT  -         356.418 (meters)    1169.35  (feet)  COMP
 RZ0101  MODELED GRAV-     980,499.9   (mgal)                       NAVD 88
 RZ0101
 RZ0101  VERT ORDER  -  SECOND    CLASS 0
 RZ0101
 RZ0101.The horizontal coordinates were scaled from a topographic map and have
 RZ0101.an estimated accuracy of +/- 6 seconds.
 RZ0101
 RZ0101.The orthometric height was determined by differential leveling
 RZ0101.and adjusted by the National Geodetic Survey in June 1991..
 RZ0101
 RZ0101.The geoid height was determined by GEOID03.
 RZ0101
 RZ0101.The dynamic height is computed by dividing the NAVD 88
 RZ0101.geopotential number by the normal gravity value computed on the
 RZ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0101.degrees latitude (g = 980.6199 gals.).
 RZ0101
 RZ0101.The modeled gravity was interpolated from observed gravity values.
 RZ0101
 RZ0101;                    North         East    Units  Estimated Accuracy
 RZ0101;SPC ID W     -   549,170.      768,400.      MT  (+/- 180 meters Scaled)
 RZ0101
 RZ0101                          SUPERSEDED SURVEY CONTROL
 RZ0101
 RZ0101  NGVD 29 (??/??/92)  355.374  (m)         1165.92   (f) ADJ UNCH    2 0
 RZ0101
 RZ0101.Superseded values are not recommended for survey control.
 RZ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0101.See file dsdata.txt to determine how the superseded data were derived.
 RZ0101
 RZ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM641620(NAD 83)
 RZ0101_MARKER: N = NAIL
 RZ0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0101_SP_SET: TREE ROOT
 RZ0101_STAMPING: AU
 RZ0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0101
 RZ0101  HISTORY     - Date     Condition        Report By
 RZ0101  HISTORY     - UNK      MONUMENTED       CGS
 RZ0101  HISTORY     - 1959     GOOD             NGS
 RZ0101
 RZ0101                          STATION DESCRIPTION
 RZ0101
 RZ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0101'16.3 MI NE FROM AHSAHKA.
 RZ0101'ABOUT 16.3 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RZ0101'FROM THE RIVER BRIDGE AT AHSAHKA, ON THE NORTHWEST SIDE OF THE RIVER,
 RZ0101'AT THE HIGH WATER MARK, IN THE TOP OF A ROOT ON THE NORTH SIDE OF A
 RZ0101'26-INCH YELLOW PINE TREE BEARING A TRIANGULAR BLAZE AND AN ARROW, 15
 RZ0101'1/2 FEET SOUTHEAST OF THE TRAIL, AND ABOUT 8 FEET LOWER THAN THE
 RZ0101'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0955 ***********************************************************************
 RY0955  DESIGNATION -  AUSTIN
 RY0955  PID         -  RY0955
 RY0955  STATE/COUNTY-  ID/IDAHO
 RY0955  USGS QUAD   -  MUSSELSHELL (1994)
 RY0955
 RY0955                         *CURRENT SURVEY CONTROL
 RY0955  ___________________________________________________________________
 RY0955* NAD 83(1992)-  46 21 02.65008(N)    115 40 15.76442(W)     ADJUSTED  
 RY0955* NAVD 88     -      1443.2    (meters)    4735.     (feet)  VERTCON   
 RY0955  ___________________________________________________________________
 RY0955  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 RY0955  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 RY0955
 RY0955  HORZ ORDER  -  THIRD
 RY0955
 RY0955.The horizontal coordinates were established by classical geodetic methods
 RY0955.and adjusted by the National Geodetic Survey in July 1992..
 RY0955
 RY0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0955
 RY0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0955
 RY0955.The geoid height was determined by GEOID03.
 RY0955
 RY0955;                    North         East     Units Scale Factor Converg.
 RY0955;SPC ID W     -   520,426.714   806,076.898   MT  0.99993379   +0 03 25.7
 RY0955;UTM  11      - 5,133,876.008   602,251.458   MT  0.99972852   +0 57 42.1
 RY0955
 RY0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0955!SPC ID W     -   0.99977636  x   0.99993379  =   0.99971016
 RY0955!UTM  11      -   0.99977636  x   0.99972852  =   0.99950494
 RY0955
 RY0955|---------------------------------------------------------------------|
 RY0955| PID    Reference Object                     Distance      Geod. Az  |
 RY0955|                                                           dddmmss.s |
 RY0955| CH6340 AUSTIN LOT                            9.083 METERS 03120     |
 RY0955| RY0962 WOODRAT ET                          APPROX.19.6 KM 2020108.6 |
 RY0955| CH6342 AUSTIN RM 2                           4.542 METERS 21620     |
 RY0955| CH6341 AUSTIN RM 1                          10.272 METERS 35852     |
 RY0955|---------------------------------------------------------------------|
 RY0955
 RY0955                          SUPERSEDED SURVEY CONTROL
 RY0955
 RY0955  NAD 83(1986)-  46 21 02.65456(N)    115 40 15.76345(W) AD(       ) 3
 RY0955  NAD 27      -  46 21 03.00029(N)    115 40 12.25055(W) AD(       ) 3
 RY0955  NGVD 29 (07/19/86) 1442.0    (m)         4731.     (f) VERT ANG       
 RY0955
 RY0955.Superseded values are not recommended for survey control.
 RY0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0955.See file dsdata.txt to determine how the superseded data were derived.
 RY0955
 RY0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM0225133876(NAD 83)
 RY0955_MARKER: DD = SURVEY DISK
 RY0955_SETTING: 80 = SET IN A BOULDER
 RY0955_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RY0955
 RY0955  HISTORY     - Date     Condition        Report By
 RY0955  HISTORY     - 1964     MONUMENTED       USGS
 RY0955
 RY0955                          STATION DESCRIPTION
 RY0955
 RY0955'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0955'LOCATED ABOUT 12 MI E. OF WEIPPE, ABOUT 10 MI SE. OF PIERCE.  ON
 RY0955'SOUTH END OF AUSTIN RIDGE.  29.8 FT. SW. OF USFS LOT.
 RY0955'
 RY0955'TO REACH FROM KAMIAH POST OFFICE, DRIVE 25 MI E. AND N. ON
 RY0955'MUSSELSHELL RD. TO ELDORADO CREEK RD.  GO 1.2 MI E. TO CEDAR
 RY0955'CREEK RD.  GO 7.2 MI N. TO CHAMOOK SADDLE.  GO 4.2 MI E. UP RIDGE
 RY0955'TO LOT AND STATION.
 RY0955'
 RY0955'STATION MARK--STANDARD TABLET STAMPED---AUSTIN 1964---, SET IN
 RY0955'LARGE ROCK.
 RY0955'
 RY0955'RM 1--STANDARD TABLET STAMPED---NO 1 1964---, CEMENTED IN BOULDER.
 RY0955'
 RY0955'RM 2--STANDARD TABLET STAMPED---NO 2 1964---, CEMENTED IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1598 ***********************************************************************
 SV1598  DESIGNATION -  AUX RESET
 SV1598  PID         -  SV1598
 SV1598  STATE/COUNTY-  ID/KOOTENAI
 SV1598  USGS QUAD   -  COEUR D'ALENE (1996)
 SV1598
 SV1598                         *CURRENT SURVEY CONTROL
 SV1598  ___________________________________________________________________
 SV1598* NAD 83(1992)-  47 40 00.32305(N)    116 46 42.00200(W)     ADJUSTED  
 SV1598* NAVD 88     -       757.     (meters)    2484.     (feet)  SCALED    
 SV1598  ___________________________________________________________________
 SV1598  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 SV1598  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 SV1598
 SV1598  HORZ ORDER  -  SECOND
 SV1598
 SV1598.The horizontal coordinates were established by classical geodetic methods
 SV1598.and adjusted by the National Geodetic Survey in July 1992..
 SV1598
 SV1598.The orthometric height was scaled from a topographic map.
 SV1598
 SV1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1598
 SV1598.The geoid height was determined by GEOID03.
 SV1598
 SV1598;                    North         East     Units Scale Factor Converg.
 SV1598;SPC ID W     -   667,229.574   722,772.847   MT  1.00000660   -0 45 36.8
 SV1598;UTM  11      - 5,279,286.460   516,641.498   MT  0.99960340   +0 09 49.9
 SV1598
 SV1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1598!SPC ID W     -   0.99988408  x   1.00000660  =   0.99989068
 SV1598!UTM  11      -   0.99988408  x   0.99960340  =   0.99948753
 SV1598
 SV1598|---------------------------------------------------------------------|
 SV1598| PID    Reference Object                     Distance      Geod. Az  |
 SV1598|                                                           dddmmss.s |
 SV1598| CH6344 AUX RM 2                             15.946 METERS 02122     |
 SV1598| CH6343 AUX RM 1                             24.752 METERS 06419     |
 SV1598| SV1599 TUBBS HILL                          175.526 METERS 13704     |
 SV1598| SV1602 SIGNAL                              APPROX.16.5 KM 2523900.5 |
 SV1598|---------------------------------------------------------------------|
 SV1598
 SV1598                          SUPERSEDED SURVEY CONTROL
 SV1598
 SV1598  NAD 83(1986)-  47 40 00.32723(N)    116 46 41.99318(W) AD(       ) 2
 SV1598  NAD 27      -  47 40 00.66564(N)    116 46 38.32662(W) AD(       ) 2
 SV1598
 SV1598.Superseded values are not recommended for survey control.
 SV1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1598.See file dsdata.txt to determine how the superseded data were derived.
 SV1598
 SV1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN1664179286(NAD 83)
 SV1598_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1598_SETTING: 66 = SET IN ROCK OUTCROP
 SV1598_STAMPING: AUX 1958 1980
 SV1598_MARK LOGO: NGS   
 SV1598
 SV1598  HISTORY     - Date     Condition        Report By
 SV1598  HISTORY     - 1980     MONUMENTED       NGS
 SV1598
 SV1598                          STATION DESCRIPTION
 SV1598
 SV1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SV1598'THE DRILL HOLE THAT CONTAINED THE STATION MARK WAS RECOVERED ALONG
 SV1598'WITH REFERENCE MARKS 1 AND 2.  A NEW STATION MARK WAS SET IN THE
 SV1598'DRILL HOLE.  THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS
 SV1598'COMPARED FAVORABLY WITH THE 1958 DATA.  DUE TO CHANGES IN THE AREA A
 SV1598'COMPLETE NEW DESCRIPTION FOLLOWS.
 SV1598'
 SV1598'THE STATION IS LOCATED AT THE SOUTH EDGE OF COEUR D ALENE ON A
 SV1598'TIMBERED RIDGE LOCALLY KNOWN AS TUBBS HILL.  THE AREA IS NOW PARK
 SV1598'LAND.
 SV1598'
 SV1598'TO REACH THE STATION FROM THE POST OFFICE IN COEUR D ALENE GO SOUTH
 SV1598'ON 7TH STREET FOR 0.1 MILE TURN LEFT AND GO EAST FOR 0.1 MILE TO CITY
 SV1598'HALL ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO A
 SV1598'T-INTERSECTION.  TURN LEFT AND GO EAST ON PINE AVENUE FOR 0.1 MILE TO
 SV1598'10TH ST.  TURN RIGHT AND GO SOUTH ON 10TH STREET FOR 0.1 MILE TO THE
 SV1598'END OF THE FENCE AND THE CITY WATER DEPARTMENT.  TURN SHARP RIGHT AND
 SV1598'GO NORTHWESTERLY ON THE TRACK ROAD FOR 0.1 MILE TO A CABLE ACROSS THE
 SV1598'ROAD.  CONTINUE AHEAD FOR 0.05 MILE TO A LOCKED GATE.  THE KEY CAN BE
 SV1598'OBTAINED AT CITY HALL.  PASS THROUGH THE GATE AND CONTINUE UPHILL FOR
 SV1598'0.3 MILE TO THE SOUTHWEST CORNER OF A FENCE AROUND THE WATER TANK.
 SV1598'TURN RIGHT AND GO UP HILL FOR 0.15 MILE TO A CONCRETE BLOCK BUILDING
 SV1598'AND THE END OF TRUCK TRAVEL.  PACK UP STEEP SLOPE TO THE TOP OF THE
 SV1598'HILL AND STATION TUBBS HILL 1940 1958.  TURN RIGHT.
 SV1598'PACK WEST ON A WELL DEFINED TRAIL FOR 0.1 MILE TO THE STATION ON
 SV1598'THE LEFT ON THE TOP OF A LARGE ROCK OUTCROP.
 SV1598'
 SV1598'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 SV1598'---AUX 1958 1980---SET INTO ROCK OUTCROP OF 7.6 METERS (25 FEET)
 SV1598'LARGEST DIMENSION ON THE TOP OF THE LARGE OUTCROP.
 SV1598'
 SV1598'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SV1598'NOS) DISK STAMPED---AUX NO1 1958---SET INTO ROCK OUTCROP OF 2.4
 SV1598'METERS (8 FEET) LARGEST DIMENSION ON THE EAST SLOPE OF THE RIDGE AND
 SV1598'2.4 METERS (8 FEET) LOWER THAN THE STATION.
 SV1598'
 SV1598'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SV1598'NOS) DISK STAMPED---AUX NO 2 1958---SET INTO ROCK OUTCROP OF 3.0
 SV1598'METERS (10 FEET) LARGEST DIMENSION ON THE NORTH SLOPE OF THE HILL AND
 SV1598'1.8 METERS (6 FEET) LOWER THAN THE STATION.
 SV1598'
 SV1598'STATION TUBBS HILL 1940 1958 CAN BE USED AS AN AZIMUTH MARK.  TO
 SV1598'REACH PACK SOUTHEAST FOR 0.1 MILE TO THE HIGHEST POINT AND THE
 SV1598'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0583 ***********************************************************************
 RY0583  DESIGNATION -  AV
 RY0583  PID         -  RY0583
 RY0583  STATE/COUNTY-  ID/CLEARWATER
 RY0583  USGS QUAD   -  TOWNSHIP BUTTE (1994)
 RY0583
 RY0583                         *CURRENT SURVEY CONTROL
 RY0583  ___________________________________________________________________
 RY0583* NAD 83(1986)-  46 49 57.     (N)    115 53 26.     (W)     SCALED    
 RY0583* NAVD 88     -       433.835  (meters)    1423.34   (feet)  ADJUSTED  
 RY0583  ___________________________________________________________________
 RY0583  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 RY0583  DYNAMIC HT  -         433.767 (meters)    1423.12  (feet)  COMP
 RY0583  MODELED GRAV-     980,447.3   (mgal)                       NAVD 88
 RY0583
 RY0583  VERT ORDER  -  SECOND    CLASS 0
 RY0583
 RY0583.The horizontal coordinates were scaled from a topographic map and have
 RY0583.an estimated accuracy of +/- 6 seconds.
 RY0583
 RY0583.The orthometric height was determined by differential leveling
 RY0583.and adjusted by the National Geodetic Survey in June 1991..
 RY0583
 RY0583.The geoid height was determined by GEOID03.
 RY0583
 RY0583.The dynamic height is computed by dividing the NAVD 88
 RY0583.geopotential number by the normal gravity value computed on the
 RY0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0583.degrees latitude (g = 980.6199 gals.).
 RY0583
 RY0583.The modeled gravity was interpolated from observed gravity values.
 RY0583
 RY0583;                    North         East    Units  Estimated Accuracy
 RY0583;SPC ID W     -   573,980.      789,280.      MT  (+/- 180 meters Scaled)
 RY0583
 RY0583                          SUPERSEDED SURVEY CONTROL
 RY0583
 RY0583  NGVD 29 (??/??/92)  432.674  (m)         1419.53   (f) ADJ UNCH    2 0
 RY0583
 RY0583.Superseded values are not recommended for survey control.
 RY0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0583.See file dsdata.txt to determine how the superseded data were derived.
 RY0583
 RY0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM846871(NAD 83)
 RY0583_MARKER: N = NAIL
 RY0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0583_SP_SET: TREE
 RY0583_STAMPING: AV
 RY0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0583
 RY0583  HISTORY     - Date     Condition        Report By
 RY0583  HISTORY     - UNK      MONUMENTED       CGS
 RY0583  HISTORY     - 1959     GOOD             NGS
 RY0583
 RY0583                          STATION DESCRIPTION
 RY0583
 RY0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0583'38.5 MI NE FROM AHSAHKA.
 RY0583'ABOUT 38.5 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0583'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE NORTH SIDE OF THE RIVER,
 RY0583'0.1 MILE WEST OF A STOCK PEN, IN THE TOP OF A ROOT ON THE NORTHEAST
 RY0583'SIDE OF AN 18-INCH PINE TREE BEARING A TRIANGULAR BLAZE, 74 FEET NORTH
 RY0583'OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
 RY0583'A WITNESS POST PLAQUE IS NAILED TO THE EAST ONE OF A ROW OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0786 ***********************************************************************
 OY0786  DESIGNATION -  AVAL
 OY0786  PID         -  OY0786
 OY0786  STATE/COUNTY-  ID/JEFFERSON
 OY0786  USGS QUAD   -  DEER PARKS (1964)
 OY0786
 OY0786                         *CURRENT SURVEY CONTROL
 OY0786  ___________________________________________________________________
 OY0786* NAD 83(1992)-  43 49 39.15941(N)    112 05 26.71906(W)     ADJUSTED  
 OY0786* NAVD 88     -      1496.0    (meters)    4908.     (feet)  VERTCON   
 OY0786  ___________________________________________________________________
 OY0786  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 OY0786  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 OY0786
 OY0786  HORZ ORDER  -  SECOND
 OY0786
 OY0786.The horizontal coordinates were established by classical geodetic methods
 OY0786.and adjusted by the National Geodetic Survey in July 1992..
 OY0786
 OY0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0786
 OY0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0786
 OY0786.The geoid height was determined by GEOID03.
 OY0786
 OY0786;                    North         East     Units Scale Factor Converg.
 OY0786;SPC ID E     -   240,037.355   206,105.849   MT  0.99994783   +0 03 09.2
 OY0786;UTM  12      - 4,853,296.993   412,296.533   MT  0.99969461   -0 45 19.4
 OY0786
 OY0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0786!SPC ID E     -   0.99976726  x   0.99994783  =   0.99971510
 OY0786!UTM  12      -   0.99976726  x   0.99969461  =   0.99946194
 OY0786
 OY0786|---------------------------------------------------------------------|
 OY0786| PID    Reference Object                     Distance      Geod. Az  |
 OY0786|                                                           dddmmss.s |
 OY0786| CN3895 AVAL RM 1                            10.661 METERS 07007     |
 OY0786| OY0801 ROBERTS MUNICIPAL TANK              APPROX.12.0 KM 1944200.6 |
 OY0786| CN3894 AVAL AZ MK                                         2771155.0 |
 OY0786| CN3896 AVAL RM 2                            12.135 METERS 31202     |
 OY0786|---------------------------------------------------------------------|
 OY0786
 OY0786                          SUPERSEDED SURVEY CONTROL
 OY0786
 OY0786  NAD 83(1986)-  43 49 39.15340(N)    112 05 26.70580(W) AD(       ) 2
 OY0786  NAD 27      -  43 49 39.47810(N)    112 05 23.79220(W) AD(       ) 2
 OY0786  NGVD 29 (07/19/86) 1494.9    (m)         4905.     (f) VERT ANG       
 OY0786
 OY0786.Superseded values are not recommended for survey control.
 OY0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0786.See file dsdata.txt to determine how the superseded data were derived.
 OY0786
 OY0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1229753297(NAD 83)
 OY0786_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0786_SETTING: 66 = SET IN ROCK OUTCROP
 OY0786_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 OY0786
 OY0786  HISTORY     - Date     Condition        Report By
 OY0786  HISTORY     - 1959     MONUMENTED       CGS
 OY0786  HISTORY     - 1963     GOOD             USGS
 OY0786
 OY0786                          STATION DESCRIPTION
 OY0786
 OY0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0786'THE STATION IS 9 MILES SOUTH-SOUTHEAST OF HAMER, 8 MILES
 OY0786'NORTH-NORTHEAST OF ROBERTS, 5 MILES EAST OF THE JUNCTION OF
 OY0786'U.S. HIGHWAY 91 AND STATE ROUTE 28 AND ON THE SUMMIT OF THE
 OY0786'HIGHEST ONE OF A SERIES OF LOW LAVA BUTTES 150 FEET NORTH OF
 OY0786'THE CENTER LINE OF A GRADED ROAD.  THIS ROAD CONTINUES EAST
 OY0786'TO REXBURG AND ST ANTHONY.
 OY0786'
 OY0786'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 91 AND STATE
 OY0786'ROUTE 28 (ABOUT 9 MILES NORTH OF ROBERTS), PROCEED EAST ON
 OY0786'THE REXBURG- ST ANTHONY ROAD FOR 3 MILES TO THE RAILROAD
 OY0786'CROSSING, CONTINUE EAST FOR 1.15 MILES TO THE AZIMUTH MARK
 OY0786'ON THE LEFT, NORTH, SIDE OF THE ROAD, CONTINUE EAST FOR
 OY0786'1 MILE TO THE STATION 150 FEET NORTH OF THE CENTER OF THE
 OY0786'ROAD.
 OY0786'
 OY0786'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OY0786'IN THE LAVA BEDROCK, FLUSH WITH THE SURFACE AND STAMPED
 OY0786'AVAL 1959.  IT IS 27 FEET NORTHWEST OF A 4-FOOT CAIRN.
 OY0786'
 OY0786'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OY0786'IN THE LAVA BEDROCK, FLUSH WITH THE SURFACE AND STAMPED AVAL
 OY0786'NO 1 1959.
 OY0786'
 OY0786'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OY0786'IN THE LAVA BEDROCK, FLUSH WITH THE SURFACE AND STAMPED AVAL
 OY0786'NO 2 1959.
 OY0786'
 OY0786'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OY0786'IN LAVA BEDROCK, 110 FEET NORTH OF THE CENTER OF THE GRADED
 OY0786'ROADWAY, 3 FEET SOUTHWEST OF A 3-FOOT CAIRN AND STAMPED AVAL 1959.
 OY0786'THE BEDROCK IS FLUSH WITH THE SURFACE TO THE WEST AND PROJECTS
 OY0786'2 FEET TO THE EAST.  THE MARK IS 1.2 MILES EAST OF THE RAILROAD
 OY0786'CROSSING.
 OY0786
 OY0786                          STATION RECOVERY (1963)
 OY0786
 OY0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OY0786'A NEW --TO REACH-- DESCRIPTION AS FOLLOWS--
 OY0786'
 OY0786'FROM THE JUNCTION OF U.S. HIGHWAY 91 AND STATE HIGHWAY 28 (ABOUT
 OY0786'9 MI. N. OF ROBERTS) GO E. ON STATE HIGHWAY 28 FOR 3 MI. TO RR.
 OY0786'CROSSING, CONTINUE E. ON HIGHWAY 28 FOR 1.8 MI. TO A T-RD. N., TURN
 OY0786'LEFT AND FOLLOW DIRT RD. N. 0.2 MI. TO OLD HIGHWAY, TURN RIGHT AND
 OY0786'FOLLOW RD. E. 0.3 MI. TO A SMALL TOP 150 FT. N. OF RD. AND STATION.
 OY0786'
 OY0786'STATION MARK--A STANDARD DISK STAMPED---AVAL 1959---, CEMENTED IN
 OY0786'A DRILL HOLE IN THE LAVA BEDROCK FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0585 ***********************************************************************
 RY0585  DESIGNATION -  AW
 RY0585  PID         -  RY0585
 RY0585  STATE/COUNTY-  ID/CLEARWATER
 RY0585  USGS QUAD   -  BERTHA HILL (1994)
 RY0585
 RY0585                         *CURRENT SURVEY CONTROL
 RY0585  ___________________________________________________________________
 RY0585* NAD 83(1986)-  46 50 09.     (N)    115 52 12.     (W)     SCALED    
 RY0585* NAVD 88     -       446.346  (meters)    1464.39   (feet)  ADJUSTED  
 RY0585  ___________________________________________________________________
 RY0585  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 RY0585  DYNAMIC HT  -         446.267 (meters)    1464.13  (feet)  COMP
 RY0585  MODELED GRAV-     980,427.7   (mgal)                       NAVD 88
 RY0585
 RY0585  VERT ORDER  -  SECOND    CLASS 0
 RY0585
 RY0585.The horizontal coordinates were scaled from a topographic map and have
 RY0585.an estimated accuracy of +/- 6 seconds.
 RY0585
 RY0585.The orthometric height was determined by differential leveling
 RY0585.and adjusted by the National Geodetic Survey in June 1991..
 RY0585
 RY0585.The geoid height was determined by GEOID03.
 RY0585
 RY0585.The dynamic height is computed by dividing the NAVD 88
 RY0585.geopotential number by the normal gravity value computed on the
 RY0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0585.degrees latitude (g = 980.6199 gals.).
 RY0585
 RY0585.The modeled gravity was interpolated from observed gravity values.
 RY0585
 RY0585;                    North         East    Units  Estimated Accuracy
 RY0585;SPC ID W     -   574,350.      790,850.      MT  (+/- 180 meters Scaled)
 RY0585
 RY0585                          SUPERSEDED SURVEY CONTROL
 RY0585
 RY0585  NGVD 29 (??/??/92)  445.174  (m)         1460.54   (f) ADJ UNCH    2 0
 RY0585
 RY0585.Superseded values are not recommended for survey control.
 RY0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0585.See file dsdata.txt to determine how the superseded data were derived.
 RY0585
 RY0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM861875(NAD 83)
 RY0585_MARKER: N = NAIL
 RY0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0585_SP_SET: TREE
 RY0585_STAMPING: AW
 RY0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0585
 RY0585  HISTORY     - Date     Condition        Report By
 RY0585  HISTORY     - UNK      MONUMENTED       CGS
 RY0585  HISTORY     - 1959     GOOD             NGS
 RY0585
 RY0585                          STATION DESCRIPTION
 RY0585
 RY0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0585'39.9 MI NE FROM AHSAHKA.
 RY0585'ABOUT 39.9 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0585'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE SOUTH SIDE OF THE RIVER,
 RY0585'IN THE TOP OF A ROOT ON THE WEST SIDE OF A 24-INCH PINE TREE BEARING A
 RY0585'TRIANGULAR BLAZE AND A WITNESS POST PLAQUE, 57.5 FEET WEST OF THE
 RY0585'SOUTH END OF A BRIDGE OVER THE RIVER, 66 FEET NORTHWEST OF THE CENTER
 RY0585'OF THE JUNCTION OF A DIM TRACK ROAD AND THE BRIDGE ROAD, 24 FEET NORTH
 RY0585'OF THE CENTER LINE OF THE DIM TRACK ROAD, AND ABOUT 2 FEET LOWER THAN
 RY0585'THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0587 ***********************************************************************
 RY0587  DESIGNATION -  AX
 RY0587  PID         -  RY0587
 RY0587  STATE/COUNTY-  ID/CLEARWATER
 RY0587  USGS QUAD   -  BERTHA HILL (1994)
 RY0587
 RY0587                         *CURRENT SURVEY CONTROL
 RY0587  ___________________________________________________________________
 RY0587* NAD 83(1986)-  46 51 03.     (N)    115 50 48.     (W)     SCALED    
 RY0587* NAVD 88     -       448.122  (meters)    1470.21   (feet)  ADJUSTED  
 RY0587  ___________________________________________________________________
 RY0587  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 RY0587  DYNAMIC HT  -         448.031 (meters)    1469.91  (feet)  COMP
 RY0587  MODELED GRAV-     980,401.9   (mgal)                       NAVD 88
 RY0587
 RY0587  VERT ORDER  -  SECOND    CLASS 0
 RY0587
 RY0587.The horizontal coordinates were scaled from a topographic map and have
 RY0587.an estimated accuracy of +/- 6 seconds.
 RY0587
 RY0587.The orthometric height was determined by differential leveling
 RY0587.and adjusted by the National Geodetic Survey in June 1991..
 RY0587
 RY0587.The geoid height was determined by GEOID03.
 RY0587
 RY0587.The dynamic height is computed by dividing the NAVD 88
 RY0587.geopotential number by the normal gravity value computed on the
 RY0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0587.degrees latitude (g = 980.6199 gals.).
 RY0587
 RY0587.The modeled gravity was interpolated from observed gravity values.
 RY0587
 RY0587;                    North         East    Units  Estimated Accuracy
 RY0587;SPC ID W     -   576,020.      792,630.      MT  (+/- 180 meters Scaled)
 RY0587
 RY0587                          SUPERSEDED SURVEY CONTROL
 RY0587
 RY0587  NGVD 29 (??/??/92)  446.936  (m)         1466.32   (f) ADJ UNCH    2 0
 RY0587
 RY0587.Superseded values are not recommended for survey control.
 RY0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0587.See file dsdata.txt to determine how the superseded data were derived.
 RY0587
 RY0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM879892(NAD 83)
 RY0587_MARKER: N = NAIL
 RY0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0587_SP_SET: TREE
 RY0587_STAMPING: AX
 RY0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0587
 RY0587  HISTORY     - Date     Condition        Report By
 RY0587  HISTORY     - UNK      MONUMENTED       CGS
 RY0587  HISTORY     - 1959     GOOD             NGS
 RY0587
 RY0587                          STATION DESCRIPTION
 RY0587
 RY0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0587'41.4 MI NE FROM AHSAHKA.
 RY0587'ABOUT 41.4 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0587'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE EAST SIDE OF THE RIVER,
 RY0587'0.1 MILE NORTH OF THE Y JUNCTION OF A ROAD LEADING TO CAMP T, IN THE
 RY0587'TOP OF A ROOT ON THE WEST SIDE OF A 30-INCH CEDAR TREE, BEARING A
 RY0587'TRIANGULAR BLAZE AND A WITNESS POST PLAQUE, 28 FEET EAST OF THE CENTER
 RY0587'LINE OF A ROAD, AND ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0563 ***********************************************************************
 RY0563  DESIGNATION -  AY
 RY0563  PID         -  RY0563
 RY0563  STATE/COUNTY-  ID/CLEARWATER
 RY0563  USGS QUAD   -  TOWNSHIP BUTTE (1994)
 RY0563
 RY0563                         *CURRENT SURVEY CONTROL
 RY0563  ___________________________________________________________________
 RY0563* NAD 83(1986)-  46 51 28.     (N)    115 55 03.     (W)     SCALED    
 RY0563* NAVD 88     -       455.155  (meters)    1493.29   (feet)  ADJUSTED  
 RY0563  ___________________________________________________________________
 RY0563  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 RY0563  DYNAMIC HT  -         455.098 (meters)    1493.10  (feet)  COMP
 RY0563  MODELED GRAV-     980,478.1   (mgal)                       NAVD 88
 RY0563
 RY0563  VERT ORDER  -  SECOND    CLASS 0
 RY0563
 RY0563.The horizontal coordinates were scaled from a topographic map and have
 RY0563.an estimated accuracy of +/- 6 seconds.
 RY0563
 RY0563.The orthometric height was determined by differential leveling
 RY0563.and adjusted by the National Geodetic Survey in June 1991..
 RY0563
 RY0563.The geoid height was determined by GEOID03.
 RY0563
 RY0563.The dynamic height is computed by dividing the NAVD 88
 RY0563.geopotential number by the normal gravity value computed on the
 RY0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0563.degrees latitude (g = 980.6199 gals.).
 RY0563
 RY0563.The modeled gravity was interpolated from observed gravity values.
 RY0563
 RY0563;                    North         East    Units  Estimated Accuracy
 RY0563;SPC ID W     -   576,800.      787,230.      MT  (+/- 180 meters Scaled)
 RY0563
 RY0563                          SUPERSEDED SURVEY CONTROL
 RY0563
 RY0563  NGVD 29 (??/??/92)  454.002  (m)         1489.50   (f) ADJ UNCH    2 0
 RY0563
 RY0563.Superseded values are not recommended for survey control.
 RY0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0563.See file dsdata.txt to determine how the superseded data were derived.
 RY0563
 RY0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM825899(NAD 83)
 RY0563_MARKER: N = NAIL
 RY0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0563_SP_SET: TREE
 RY0563_STAMPING: AY
 RY0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0563
 RY0563  HISTORY     - Date     Condition        Report By
 RY0563  HISTORY     - UNK      MONUMENTED       CGS
 RY0563  HISTORY     - 1959     GOOD             NGS
 RY0563
 RY0563                          STATION DESCRIPTION
 RY0563
 RY0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0563'40.0 MI NE FROM AHSAHKA.
 RY0563'ABOUT 37.9 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0563'FROM THE RIVER BRIDGE AT AHSAHKA, THENCE 2.1 MILES UPSTREAM ALONG THE
 RY0563'LITTLE NORTH FORK OF THE CLEARWATER RIVER, ABOUT 1.2 MILE SOUTH OF
 RY0563'BOELLS CABIN, IN THE ROOT ON THE SOUTHEAST SIDE OF A 40-INCH CEDAR
 RY0563'TREE BEARING A TRIANGULAR BLAZE AND A WITNESS POST PLAQUE, AT THE
 RY0563'SOUTH END OF AN S CURVE, 42 FEET EAST OF THE CENTER LINE OF A ROAD, 31
 RY0563'FEET SOUTH OF MOSQUITO CREEK, AND ABOUT 2 1/2 FEET LOWER THAN THE
 RY0563'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0604 ***********************************************************************
 RY0604  DESIGNATION -  AZ
 RY0604  PID         -  RY0604
 RY0604  STATE/COUNTY-  ID/CLEARWATER
 RY0604  USGS QUAD   -  SHEEP MOUNTAIN (1994)
 RY0604
 RY0604                         *CURRENT SURVEY CONTROL
 RY0604  ___________________________________________________________________
 RY0604* NAD 83(1986)-  46 50 49.     (N)    115 37 28.     (W)     SCALED    
 RY0604* NAVD 88     -       506.760  (meters)    1662.60   (feet)  ADJUSTED  
 RY0604  ___________________________________________________________________
 RY0604  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 RY0604  DYNAMIC HT  -         506.675 (meters)    1662.32  (feet)  COMP
 RY0604  MODELED GRAV-     980,434.4   (mgal)                       NAVD 88
 RY0604
 RY0604  VERT ORDER  -  SECOND    CLASS 0
 RY0604
 RY0604.The horizontal coordinates were scaled from a topographic map and have
 RY0604.an estimated accuracy of +/- 6 seconds.
 RY0604
 RY0604.The orthometric height was determined by differential leveling
 RY0604.and adjusted by the National Geodetic Survey in June 1991..
 RY0604
 RY0604.The geoid height was determined by GEOID03.
 RY0604
 RY0604.The dynamic height is computed by dividing the NAVD 88
 RY0604.geopotential number by the normal gravity value computed on the
 RY0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0604.degrees latitude (g = 980.6199 gals.).
 RY0604
 RY0604.The modeled gravity was interpolated from observed gravity values.
 RY0604
 RY0604;                    North         East    Units  Estimated Accuracy
 RY0604;SPC ID W     -   575,590.      809,580.      MT  (+/- 180 meters Scaled)
 RY0604
 RY0604                          SUPERSEDED SURVEY CONTROL
 RY0604
 RY0604  NGVD 29 (??/??/92)  505.587  (m)         1658.75   (f) ADJ UNCH    2 0
 RY0604
 RY0604.Superseded values are not recommended for survey control.
 RY0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0604.See file dsdata.txt to determine how the superseded data were derived.
 RY0604
 RY0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM048890(NAD 83)
 RY0604_MARKER: N = NAIL
 RY0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0604_SP_SET: TREE
 RY0604_STAMPING: AZ
 RY0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0604
 RY0604  HISTORY     - Date     Condition        Report By
 RY0604  HISTORY     - UNK      MONUMENTED       CGS
 RY0604  HISTORY     - 1959     GOOD             NGS
 RY0604
 RY0604                          STATION DESCRIPTION
 RY0604
 RY0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0604'53.0 MI NE FROM AHSAHKA.
 RY0604'ABOUT 53.0 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0604'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE NORTH BANK OF THE RIVER,
 RY0604'0.1 MILE EAST OF A SANDY BEACH, SET IN THE BASE AND ON THE EAST SIDE
 RY0604'OF A 30-INCH WHITE PINE TREE BEARING A TRIANGULAR BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0494 ***********************************************************************
 QA0494  DESIGNATION -  B
 QA0494  PID         -  QA0494
 QA0494  STATE/COUNTY-  ID/BOISE
 QA0494  USGS QUAD   -  PYLE CREEK (1988)
 QA0494
 QA0494                         *CURRENT SURVEY CONTROL
 QA0494  ___________________________________________________________________
 QA0494* NAD 83(1986)-  44 11 05.     (N)    115 58 31.     (W)     SCALED    
 QA0494* NAVD 88     -       983.139  (meters)    3225.52   (feet)  ADJUSTED  
 QA0494  ___________________________________________________________________
 QA0494  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 QA0494  DYNAMIC HT  -         982.733 (meters)    3224.18  (feet)  COMP
 QA0494  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 QA0494
 QA0494  VERT ORDER  -  SECOND    CLASS 0
 QA0494
 QA0494.The horizontal coordinates were scaled from a topographic map and have
 QA0494.an estimated accuracy of +/- 6 seconds.
 QA0494
 QA0494.The orthometric height was determined by differential leveling
 QA0494.and adjusted by the National Geodetic Survey in June 1991..
 QA0494
 QA0494.The geoid height was determined by GEOID03.
 QA0494
 QA0494.The dynamic height is computed by dividing the NAVD 88
 QA0494.geopotential number by the normal gravity value computed on the
 QA0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0494.degrees latitude (g = 980.6199 gals.).
 QA0494
 QA0494.The modeled gravity was interpolated from observed gravity values.
 QA0494
 QA0494;                    North         East    Units  Estimated Accuracy
 QA0494;SPC ID W     -   279,740.      781,990.      MT  (+/- 180 meters Scaled)
 QA0494
 QA0494                          SUPERSEDED SURVEY CONTROL
 QA0494
 QA0494  NGVD 29 (??/??/92)  982.052  (m)         3221.95   (f) ADJ UNCH    2 0
 QA0494
 QA0494.Superseded values are not recommended for survey control.
 QA0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0494.See file dsdata.txt to determine how the superseded data were derived.
 QA0494
 QA0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ819929(NAD 83)
 QA0494_MARKER: DD = SURVEY DISK
 QA0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0494_SP_SET: CULVERT
 QA0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0494
 QA0494  HISTORY     - Date     Condition        Report By
 QA0494  HISTORY     - UNK      MONUMENTED       BOR
 QA0494  HISTORY     - 1958     GOOD             NGS
 QA0494
 QA0494                          STATION DESCRIPTION
 QA0494
 QA0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QA0494'6.9 MI N FROM CROUCH.
 QA0494'5.5 MILES NORTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF STATE HIGHWAY
 QA0494'17 AT CROUCH, THENCE 1.4 MILES NORTHWEST ALONG A DIRT ROAD, AT THE
 QA0494'CROSSING OF A SMALL STREAM, IN TOP OF THE SOUTHWEST CORNER OF THE
 QA0494'CONCRETE WELL FOR A DIVIDER BOX FOR FOUR 30-INCH PIPE CULVERTS, 16
 QA0494'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 1/2 FEET
 QA0494'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0514 ***********************************************************************
 OX0514  DESIGNATION -  B
 OX0514  PID         -  OX0514
 OX0514  STATE/COUNTY-  ID/MADISON
 OX0514  USGS QUAD   -  NEWDALE (1979)
 OX0514
 OX0514                         *CURRENT SURVEY CONTROL
 OX0514  ___________________________________________________________________
 OX0514* NAD 83(1986)-  43 53 00.     (N)    111 36 30.     (W)     SCALED    
 OX0514* NAVD 88     -      1545.073  (meters)    5069.13   (feet)  POSTED    
 OX0514  ___________________________________________________________________
 OX0514  GEOID HEIGHT-         -10.83  (meters)                     GEOID03
 OX0514  DYNAMIC HT  -        1544.260 (meters)    5066.46  (feet)  COMP
 OX0514  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 OX0514
 OX0514  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0514
 OX0514.The horizontal coordinates were scaled from a topographic map and have
 OX0514.an estimated accuracy of +/- 6 seconds.
 OX0514
 OX0514.The orthometric height was determined by differential leveling
 OX0514.and adjusted by the National Geodetic Survey in 1992..
 OX0514.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0514.rate of 1.1 thru 2.0 mm/km.
 OX0514
 OX0514.The geoid height was determined by GEOID03.
 OX0514
 OX0514.The dynamic height is computed by dividing the NAVD 88
 OX0514.geopotential number by the normal gravity value computed on the
 OX0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0514.degrees latitude (g = 980.6199 gals.).
 OX0514
 OX0514.The modeled gravity was interpolated from observed gravity values.
 OX0514
 OX0514;                    North         East    Units  Estimated Accuracy
 OX0514;SPC ID E     -   246,380.      244,870.      MT  (+/- 180 meters Scaled)
 OX0514
 OX0514                          SUPERSEDED SURVEY CONTROL
 OX0514
 OX0514  NGVD 29 (??/??/92) 1543.983  (m)         5065.55   (f) ADJ UNCH    2 0
 OX0514
 OX0514.Superseded values are not recommended for survey control.
 OX0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0514.See file dsdata.txt to determine how the superseded data were derived.
 OX0514
 OX0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP511590(NAD 83)
 OX0514_MARKER: DD = SURVEY DISK
 OX0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0514_STAMPING: B
 OX0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0514+STABILITY: SURFACE MOTION
 OX0514
 OX0514  HISTORY     - Date     Condition        Report By
 OX0514  HISTORY     - UNK      MONUMENTED       IDPWD
 OX0514  HISTORY     - 1951     GOOD             NGS
 OX0514
 OX0514                          STATION DESCRIPTION
 OX0514
 OX0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0514'0.1 MI SW FROM NEWDALE.
 OX0514'0.1 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0514'AT NEWDALE, AT THE CROSSING OF U. S. HIGHWAY 20, 68 FEET NORTH OF THE
 OX0514'CENTER LINE OF THE HIGHWAY, 42.4 FEET EAST OF THE EAST OF A SIDETRACK,
 OX0514'3.4 FEET WEST OF A BENCH MARK H-3477, 0.4 FOOT WEST OF A WIRE FENCE,
 OX0514'AND ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 OX0514'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0503 ***********************************************************************
 RY0503  DESIGNATION -  B
 RY0503  PID         -  RY0503
 RY0503  STATE/COUNTY-  ID/IDAHO
 RY0503  USGS QUAD   -  GODDARD POINT (1995)
 RY0503
 RY0503                         *CURRENT SURVEY CONTROL
 RY0503  ___________________________________________________________________
 RY0503* NAD 83(1986)-  46 05 12.     (N)    115 30 48.     (W)     SCALED    
 RY0503* NAVD 88     -       470.583  (meters)    1543.90   (feet)  ADJUSTED  
 RY0503  ___________________________________________________________________
 RY0503  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 RY0503  DYNAMIC HT  -         470.520 (meters)    1543.70  (feet)  COMP
 RY0503  MODELED GRAV-     980,467.4   (mgal)                       NAVD 88
 RY0503
 RY0503  VERT ORDER  -  SECOND    CLASS 0
 RY0503
 RY0503.The horizontal coordinates were scaled from a topographic map and have
 RY0503.an estimated accuracy of +/- 6 seconds.
 RY0503
 RY0503.The orthometric height was determined by differential leveling
 RY0503.and adjusted by the National Geodetic Survey in June 1991..
 RY0503
 RY0503.The geoid height was determined by GEOID03.
 RY0503
 RY0503.The dynamic height is computed by dividing the NAVD 88
 RY0503.geopotential number by the normal gravity value computed on the
 RY0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0503.degrees latitude (g = 980.6199 gals.).
 RY0503
 RY0503.The modeled gravity was interpolated from observed gravity values.
 RY0503
 RY0503;                    North         East    Units  Estimated Accuracy
 RY0503;SPC ID W     -   491,100.      818,300.      MT  (+/- 180 meters Scaled)
 RY0503
 RY0503                          SUPERSEDED SURVEY CONTROL
 RY0503
 RY0503  NGVD 29 (??/??/92)  469.479  (m)         1540.28   (f) ADJ UNCH    2 0
 RY0503
 RY0503.Superseded values are not recommended for survey control.
 RY0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0503.See file dsdata.txt to determine how the superseded data were derived.
 RY0503
 RY0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM149047(NAD 83)
 RY0503_MARKER: DD = SURVEY DISK
 RY0503_SETTING: 66 = SET IN ROCK OUTCROP
 RY0503_SP_SET: OUTCROP
 RY0503_STAMPING: B
 RY0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0503+STABILITY: POSITION/ELEVATION WELL
 RY0503
 RY0503  HISTORY     - Date     Condition        Report By
 RY0503  HISTORY     - UNK      MONUMENTED       USGS
 RY0503  HISTORY     - 1965     GOOD             NGS
 RY0503
 RY0503                          STATION DESCRIPTION
 RY0503
 RY0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0503'7.05 MI SE FROM LOWELL.
 RY0503'7.05 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0503'U.S. HIGHWAY 12 AT LOWELL, 0.2 MILE EAST OF A CONCRETE BRIDGE OVER
 RY0503'SELWAY RIVER, IN THE TOP OF AN OUTCROP, 27 FEET SOUTHEAST OF THE
 RY0503'CENTER LINE OF THE ROAD, 20 FEET NORTH OF BENCH MARK J 365 (USGS), 7.0
 RY0503'FEET NORTHEAST OF REFERENCE MARK A, AND ABOUT 8 FEET LOWER THAN THE
 RY0503'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0591 ***********************************************************************
 PZ0591  DESIGNATION -  B
 PZ0591  PID         -  PZ0591
 PZ0591  STATE/COUNTY-  ID/CUSTER
 PZ0591  USGS QUAD   -  DICKEY PEAK (1967)
 PZ0591
 PZ0591                         *CURRENT SURVEY CONTROL
 PZ0591  ___________________________________________________________________
 PZ0591* NAD 83(1986)-  44 09 30.     (N)    113 52 47.     (W)     SCALED    
 PZ0591* NAVD 88     -      2052.382  (meters)    6733.52   (feet)  ADJUSTED  
 PZ0591  ___________________________________________________________________
 PZ0591  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 PZ0591  DYNAMIC HT  -        2051.091 (meters)    6729.29  (feet)  COMP
 PZ0591  MODELED GRAV-     979,915.8   (mgal)                       NAVD 88
 PZ0591
 PZ0591  VERT ORDER  -  FIRST     CLASS II
 PZ0591
 PZ0591.The horizontal coordinates were scaled from a topographic map and have
 PZ0591.an estimated accuracy of +/- 6 seconds.
 PZ0591
 PZ0591.The orthometric height was determined by differential leveling
 PZ0591.and adjusted by the National Geodetic Survey in June 1991..
 PZ0591
 PZ0591.The geoid height was determined by GEOID03.
 PZ0591
 PZ0591.The dynamic height is computed by dividing the NAVD 88
 PZ0591.geopotential number by the normal gravity value computed on the
 PZ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0591.degrees latitude (g = 980.6199 gals.).
 PZ0591
 PZ0591.The modeled gravity was interpolated from observed gravity values.
 PZ0591
 PZ0591;                    North         East    Units  Estimated Accuracy
 PZ0591;SPC ID C     -   276,790.      509,620.      MT  (+/- 180 meters Scaled)
 PZ0591
 PZ0591                          SUPERSEDED SURVEY CONTROL
 PZ0591
 PZ0591.No superseded survey control is available for this station.
 PZ0591
 PZ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP697934(NAD 83)
 PZ0591_MARKER: I = METAL ROD
 PZ0591_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PZ0591+WITH SETTING: INFORMATION.
 PZ0591_SP_SET: SHALLOW SET METAL ROD
 PZ0591_MARK LOGO: NONE  
 PZ0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0591
 PZ0591  HISTORY     - Date     Condition        Report By
 PZ0591  HISTORY     - 1983     MONUMENTED       USGS
 PZ0591  HISTORY     - 1983     GOOD             NGS
 PZ0591  HISTORY     - 1984     GOOD             NGS
 PZ0591  HISTORY     - 1985     GOOD             NGS
 PZ0591
 PZ0591                          STATION DESCRIPTION
 PZ0591
 PZ0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PZ0591'38.5 KM (29.1 MI) NE FROM MACKAY.
 PZ0591'35.65 KM (22.3 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0591'OF MAIN STREET AT MACKAY, THENCE 2.9 KM (1.8 MI) NORTHEAST ALONG
 PZ0591'DOUBLE SPRINGS ROAD, 0.65 KM (0.4 MI) SOUTHWEST OF THE CHALLIS
 PZ0591'NATIONAL FOREST BOUNDARY, 0.68 KM (0.42 MI) NORTHEAST OF A HIGH
 PZ0591'TENSION POWER LINE CROSSING, 130.9 METERS (429.5 FT) NORTHWEST OF
 PZ0591'THE CENTER OF THE ROAD AND 98.7 METERS (324 FT) NORTH OF BENCH
 PZ0591'MARK A 52 RESET 1973 BUT IS STAMPED A 52 1948.  NOTE--A
 PZ0591'RE-BAR PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND, A
 PZ0591'LARGE WASHER IS ATTACHED TO THE RE-BAR AND STAMPED USGS-B 1983.
 PZ0591'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 PZ0591'THE MARK IS 1.2 M ABOVE THE ROAD.
 PZ0591
 PZ0591                          STATION RECOVERY (1984)
 PZ0591
 PZ0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0591'RECOVERED IN GOOD CONDITION.
 PZ0591
 PZ0591                          STATION RECOVERY (1985)
 PZ0591
 PZ0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0372 ***********************************************************************
 NU0372  DESIGNATION -  B 100
 NU0372  PID         -  NU0372
 NU0372  STATE/COUNTY-  ID/ONEIDA
 NU0372  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0372
 NU0372                         *CURRENT SURVEY CONTROL
 NU0372  ___________________________________________________________________
 NU0372* NAD 83(1994)-  42 12 36.89043(N)    112 14 21.75716(W)     ADJUSTED  
 NU0372* NAVD 88     -      1458.286  (meters)    4784.39   (feet)  ADJUSTED  
 NU0372  ___________________________________________________________________
 NU0372  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 NU0372  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 NU0372  DYNAMIC HT  -        1457.304 (meters)    4781.17  (feet)  COMP
 NU0372  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 NU0372
 NU0372  HORZ ORDER  -  SECOND
 NU0372  VERT ORDER  -  SECOND    CLASS 0
 NU0372
 NU0372.The horizontal coordinates were established by classical geodetic methods
 NU0372.and adjusted by the National Geodetic Survey in November 1997..
 NU0372
 NU0372.The orthometric height was determined by differential leveling
 NU0372.and adjusted by the National Geodetic Survey in June 1991..
 NU0372
 NU0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0372
 NU0372.The geoid height was determined by GEOID03.
 NU0372
 NU0372.The dynamic height is computed by dividing the NAVD 88
 NU0372.geopotential number by the normal gravity value computed on the
 NU0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0372.degrees latitude (g = 980.6199 gals.).
 NU0372
 NU0372.The modeled gravity was interpolated from observed gravity values.
 NU0372
 NU0372;                    North         East     Units Scale Factor Converg.
 NU0372;SPC ID E     -    60,376.023   193,996.081   MT  0.99994781   -0 02 55.9
 NU0372;UTM  12      - 4,673,863.632   397,695.525   MT  0.99972878   -0 49 57.9
 NU0372
 NU0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0372!SPC ID E     -   0.99977355  x   0.99994781  =   0.99972137
 NU0372!UTM  12      -   0.99977355  x   0.99972878  =   0.99950239
 NU0372
 NU0372                          SUPERSEDED SURVEY CONTROL
 NU0372
 NU0372  NAD 83(1992)-  42 12 36.88790(N)    112 14 21.75336(W) AD(       ) 2
 NU0372  NAD 83(1986)-  42 12 36.88636(N)    112 14 21.74915(W) AD(       ) 2
 NU0372  NAD 27      -  42 12 37.17130(N)    112 14 18.87350(W) AD(       ) 2
 NU0372  NGVD 29 (??/??/92) 1457.206  (m)         4780.85   (f) ADJ UNCH    2 0
 NU0372
 NU0372.Superseded values are not recommended for survey control.
 NU0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0372.See file dsdata.txt to determine how the superseded data were derived.
 NU0372
 NU0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9769673864(NAD 83)
 NU0372_MARKER: DB = BENCH MARK DISK
 NU0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0372_STAMPING: B 100 1960
 NU0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0372+STABILITY: SURFACE MOTION
 NU0372
 NU0372  HISTORY     - Date     Condition        Report By
 NU0372  HISTORY     - 1960     MONUMENTED       CGS
 NU0372  HISTORY     - 1972     GOOD             NGS
 NU0372
 NU0372                          STATION DESCRIPTION
 NU0372
 NU0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0372'THE STATION IS ABOUT 1-1/2 MILES NORTHEAST OF MALAD CITY AND
 NU0372'IS 1.8 MILES NORTHERLY FROM THE JUNCTION OF U.S. HIGHWAY 191
 NU0372'AND STATE HIGHWAY 37 AT THE EAST EDGE OF MALAD CITY,
 NU0372'NEAR U.S. HIGHWAY 191.
 NU0372'
 NU0372'BENCH MARK B 100, IS A STANDARD
 NU0372'BENCH MARK DISK STAMPED B 100 1960 SET IN A CONCRETE POST
 NU0372'PROJECTING ABOUT 6 INCHES.  IT IS 2 FEET EAST OF THE WEST
 NU0372'RIGHT-OF-WAY FENCE AND 1-1/2 FEET SOUTHEAST OF A STEEL WITNESS
 NU0372'POST WITH SIGN.
 NU0372
 NU0372                          STATION RECOVERY (1972)
 NU0372
 NU0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NU0372'1.8 MI N FROM MALAD CITY.
 NU0372'REACHED FROM THE JUNCTION OF STATE HIGHWAY 37, AND U.S. HIGHWAY 191,
 NU0372'AT THE EAST EDGE OF MALAD CITY, GO NORTH ON U.S. HIGHWAY 191 FOR 1.8
 NU0372'MILES TO THE BENCH MARK ON THE LEFT, 98 FEET WEST OF THE CENTER OF
 NU0372'U.S. HIGHWAY 191, 46 FEET SOUTH OF THE SOUTH END OF A GATE INTO A
 NU0372'FIELD, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 1.5 FEET
 NU0372'SOUTHEAST OF A METAL WITNESS POST, SET IN A CYLINDRICAL CONCRETE
 NU0372'MONUMENT THAT IS 12-INCHES IN DIAMETER, AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0873 ***********************************************************************
 NU0873  DESIGNATION -  B 101
 NU0873  PID         -  NU0873
 NU0873  STATE/COUNTY-  ID/CASSIA
 NU0873  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0873
 NU0873                         *CURRENT SURVEY CONTROL
 NU0873  ___________________________________________________________________
 NU0873* NAD 83(1986)-  42 34 44.     (N)    113 25 41.     (W)     SCALED    
 NU0873* NAVD 88     -      1362.351  (meters)    4469.65   (feet)  ADJUSTED  
 NU0873  ___________________________________________________________________
 NU0873  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 NU0873  DYNAMIC HT  -        1361.553 (meters)    4467.03  (feet)  COMP
 NU0873  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 NU0873
 NU0873  VERT ORDER  -  FIRST     CLASS II
 NU0873
 NU0873.The horizontal coordinates were scaled from a topographic map and have
 NU0873.an estimated accuracy of +/- 6 seconds.
 NU0873
 NU0873.The orthometric height was determined by differential leveling
 NU0873.and adjusted by the National Geodetic Survey in June 1991..
 NU0873
 NU0873.The geoid height was determined by GEOID03.
 NU0873
 NU0873.The dynamic height is computed by dividing the NAVD 88
 NU0873.geopotential number by the normal gravity value computed on the
 NU0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0873.degrees latitude (g = 980.6199 gals.).
 NU0873
 NU0873.The modeled gravity was interpolated from observed gravity values.
 NU0873
 NU0873;                    North         East    Units  Estimated Accuracy
 NU0873;SPC ID C     -   101,480.      546,950.      MT  (+/- 180 meters Scaled)
 NU0873
 NU0873                          SUPERSEDED SURVEY CONTROL
 NU0873
 NU0873  NGVD 29 (??/??/92) 1361.375  (m)         4466.44   (f) ADJ UNCH    1 2
 NU0873
 NU0873.Superseded values are not recommended for survey control.
 NU0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0873.See file dsdata.txt to determine how the superseded data were derived.
 NU0873
 NU0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN007169(NAD 83)
 NU0873_MARKER: DB = BENCH MARK DISK
 NU0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0873_STAMPING: B 101 1960
 NU0873_MARK LOGO: CGS   
 NU0873_PROJECTION: FLUSH
 NU0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0873+STABILITY: SURFACE MOTION
 NU0873
 NU0873  HISTORY     - Date     Condition        Report By
 NU0873  HISTORY     - 1960     MONUMENTED       CGS
 NU0873  HISTORY     - 1983     GOOD             NGS
 NU0873
 NU0873                          STATION DESCRIPTION
 NU0873
 NU0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0873'9.75 MI W FROM RAFT RIVER.
 NU0873'9.75 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0873'STORE, 141 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 NU0873'LANE, 66 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE,
 NU0873'2 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL
 NU0873'CONCRETE POST PROJECTING 1 INCH AND ABOUT 5 FEET LOWER THAN THE
 NU0873'HIGHWAY.
 NU0873
 NU0873                          STATION RECOVERY (1983)
 NU0873
 NU0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0873'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0873'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0873'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0873'7.55 KM (4.7 MI) EAST ALONG INTERSTATE 86, 0.7 KM (0.4 MI) WEST OF
 NU0873'MILEPOST 5, 0.2 KM (0.13 MI) WEST OF AN AUTHORIZED VEHCILE CROSSOVER,
 NU0873'20.1 METERS (66 FT) NORTH OF THE EAST BOUND HIGHWAY CENTERLINE,
 NU0873'63.7 METERS (209 FT) EAST OF THE NORTH END OF A 24-INCH CORRUGATED
 NU0873'METAL PIPE CULVERT UNDER THE EAST BOUND LANES AND 43.0 METERS (141 FT)
 NU0873'SOUTH OF THE WEST BOUND HIGHWAY CENTERLINE.
 NU0873'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 NU0873'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1027 ***********************************************************************
 NU1027  DESIGNATION -  B 103
 NU1027  PID         -  NU1027
 NU1027  STATE/COUNTY-  ID/CASSIA
 NU1027  USGS QUAD   -  SUBLETT (1985)
 NU1027
 NU1027                         *CURRENT SURVEY CONTROL
 NU1027  ___________________________________________________________________
 NU1027* NAD 83(1986)-  42 19 40.     (N)    113 14 47.     (W)     SCALED    
 NU1027* NAVD 88     -      1424.772  (meters)    4674.44   (feet)  ADJUSTED  
 NU1027  ___________________________________________________________________
 NU1027  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NU1027  DYNAMIC HT  -        1423.858 (meters)    4671.44  (feet)  COMP
 NU1027  MODELED GRAV-     979,930.5   (mgal)                       NAVD 88
 NU1027
 NU1027  VERT ORDER  -  SECOND    CLASS 0
 NU1027
 NU1027.The horizontal coordinates were scaled from a topographic map and have
 NU1027.an estimated accuracy of +/- 6 seconds.
 NU1027
 NU1027.The orthometric height was determined by differential leveling
 NU1027.and adjusted by the National Geodetic Survey in June 1991..
 NU1027
 NU1027.The geoid height was determined by GEOID03.
 NU1027
 NU1027.The dynamic height is computed by dividing the NAVD 88
 NU1027.geopotential number by the normal gravity value computed on the
 NU1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1027.degrees latitude (g = 980.6199 gals.).
 NU1027
 NU1027.The modeled gravity was interpolated from observed gravity values.
 NU1027
 NU1027;                    North         East    Units  Estimated Accuracy
 NU1027;SPC ID C     -    73,700.      562,110.      MT  (+/- 180 meters Scaled)
 NU1027
 NU1027                          SUPERSEDED SURVEY CONTROL
 NU1027
 NU1027  NGVD 29 (??/??/92) 1423.722  (m)         4670.99   (f) ADJ UNCH    2 0
 NU1027
 NU1027.Superseded values are not recommended for survey control.
 NU1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1027.See file dsdata.txt to determine how the superseded data were derived.
 NU1027
 NU1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM149886(NAD 83)
 NU1027_MARKER: DB = BENCH MARK DISK
 NU1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1027_STAMPING: B 103 1960
 NU1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1027+STABILITY: SURFACE MOTION
 NU1027
 NU1027  HISTORY     - Date     Condition        Report By
 NU1027  HISTORY     - 1960     MONUMENTED       CGS
 NU1027
 NU1027                          STATION DESCRIPTION
 NU1027
 NU1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1027'7.0 MI E FROM MALTA.
 NU1027'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1027'GRAVEL ROAD, THENCE 6.55 MILES EAST, 39 FEET SOUTH OF THE CENTERLINE
 NU1027'OF THE ROAD, 1.8 FEET NORTH OF A FENCE LINE, 1.7 FEET WEST OF A METAL
 NU1027'WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 NU1027'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0124 ***********************************************************************
 NW0124  DESIGNATION -  B 106
 NW0124  PID         -  NW0124
 NW0124  STATE/COUNTY-  ID/OWYHEE
 NW0124  USGS QUAD   -  JORDAN VALLEY (1969)
 NW0124
 NW0124                         *CURRENT SURVEY CONTROL
 NW0124  ___________________________________________________________________
 NW0124* NAD 83(1986)-  42 57 38.     (N)    117 00 23.     (W)     SCALED    
 NW0124* NAVD 88     -      1358.720  (meters)    4457.73   (feet)  ADJUSTED  
 NW0124  ___________________________________________________________________
 NW0124  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 NW0124  DYNAMIC HT  -        1357.982 (meters)    4455.31  (feet)  COMP
 NW0124  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 NW0124
 NW0124  VERT ORDER  -  SECOND    CLASS 0
 NW0124
 NW0124.The horizontal coordinates were scaled from a topographic map and have
 NW0124.an estimated accuracy of +/- 6 seconds.
 NW0124
 NW0124.The orthometric height was determined by differential leveling
 NW0124.and adjusted by the National Geodetic Survey in June 1991..
 NW0124
 NW0124.The geoid height was determined by GEOID03.
 NW0124
 NW0124.The dynamic height is computed by dividing the NAVD 88
 NW0124.geopotential number by the normal gravity value computed on the
 NW0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0124.degrees latitude (g = 980.6199 gals.).
 NW0124
 NW0124.The modeled gravity was interpolated from observed gravity values.
 NW0124
 NW0124;                    North         East    Units  Estimated Accuracy
 NW0124;SPC ID W     -   144,480.      697,490.      MT  (+/- 180 meters Scaled)
 NW0124
 NW0124                          SUPERSEDED SURVEY CONTROL
 NW0124
 NW0124  NGVD 29 (??/??/92) 1357.651  (m)         4454.23   (f) ADJ UNCH    2 0
 NW0124
 NW0124.Superseded values are not recommended for survey control.
 NW0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0124.See file dsdata.txt to determine how the superseded data were derived.
 NW0124
 NW0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH994564(NAD 83)
 NW0124_MARKER: DB = BENCH MARK DISK
 NW0124_SETTING: 66 = SET IN ROCK OUTCROP
 NW0124_SP_SET: OUTCROP
 NW0124_STAMPING: B 106 1963
 NW0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0124+STABILITY: POSITION/ELEVATION WELL
 NW0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0124+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2002
 NW0124
 NW0124  HISTORY     - Date     Condition        Report By
 NW0124  HISTORY     - 1963     MONUMENTED       CGS
 NW0124  HISTORY     - 20021006 GOOD             ID0160
 NW0124
 NW0124                          STATION DESCRIPTION
 NW0124
 NW0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0124'3.05 MI E FROM JORDAN VALLEY, OR.
 NW0124'3.05 MILES EAST ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL AT
 NW0124'JORDAN VALLEY, ON THE INSIDE OF A CURVE, AT THE JUNCTION OF A GRAVELED
 NW0124'ROAD LEADING EAST, ON THE NORTH SLOPE OF A SMALL KNOLL, IN THE TOP OF
 NW0124'A 6 BY 15-FOOT OUTCROP PROJECTING 0.6 FOOT ABOVE THE GROUND, 84 FEET
 NW0124'WEST OF THE CENTER LINE OF THE ROAD, 206 FEET SOUTH OF THE CENTER OF
 NW0124'THE JUNCTION, 69 FEET NORTHWEST OF A POWER LINE POLE, 123 FEET WEST OF
 NW0124'AND ACROSS THE ROAD FROM WEST FENCE OF A POLE CORRAL, AND ABOUT 10
 NW0124'FEET HIGHER THAN THE ROAD.
 NW0124
 NW0124                          STATION RECOVERY (2002)
 NW0124
 NW0124'RECOVERY NOTE BY CITY OF BOISE IDAHO 2002 (GW)
 NW0124'MARK WAS RECOVERED IN GOOD CONDITION.  RECOVERY DESCRIPTION CHANGES
 NW0124'FROM GRAVEL ROAD TO PAVED ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0070 ***********************************************************************
 NW0070  DESIGNATION -  B 107
 NW0070  PID         -  NW0070
 NW0070  STATE/COUNTY-  ID/OWYHEE
 NW0070  USGS QUAD   -  BULL BASIN CAMP (1977)
 NW0070
 NW0070                         *CURRENT SURVEY CONTROL
 NW0070  ___________________________________________________________________
 NW0070* NAD 83(1986)-  42 19 26.     (N)    116 53 37.     (W)     SCALED    
 NW0070* NAVD 88     -      1609.789  (meters)    5281.45   (feet)  ADJUSTED  
 NW0070  ___________________________________________________________________
 NW0070  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 NW0070  DYNAMIC HT  -        1608.699 (meters)    5277.87  (feet)  COMP
 NW0070  MODELED GRAV-     979,888.0   (mgal)                       NAVD 88
 NW0070
 NW0070  VERT ORDER  -  SECOND    CLASS 0
 NW0070
 NW0070.The horizontal coordinates were scaled from a topographic map and have
 NW0070.an estimated accuracy of +/- 6 seconds.
 NW0070
 NW0070.The orthometric height was determined by differential leveling
 NW0070.and adjusted by the National Geodetic Survey in June 1991..
 NW0070
 NW0070.The geoid height was determined by GEOID03.
 NW0070
 NW0070.The dynamic height is computed by dividing the NAVD 88
 NW0070.geopotential number by the normal gravity value computed on the
 NW0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0070.degrees latitude (g = 980.6199 gals.).
 NW0070
 NW0070.The modeled gravity was interpolated from observed gravity values.
 NW0070
 NW0070;                    North         East    Units  Estimated Accuracy
 NW0070;SPC ID W     -    73,630.      705,740.      MT  (+/- 180 meters Scaled)
 NW0070
 NW0070                          SUPERSEDED SURVEY CONTROL
 NW0070
 NW0070  NGVD 29 (??/??/92) 1608.620  (m)         5277.61   (f) ADJ UNCH    2 0
 NW0070
 NW0070.Superseded values are not recommended for survey control.
 NW0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0070.See file dsdata.txt to determine how the superseded data were derived.
 NW0070
 NW0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG087857(NAD 83)
 NW0070_MARKER: DB = BENCH MARK DISK
 NW0070_SETTING: 66 = SET IN ROCK OUTCROP
 NW0070_SP_SET: MASSIVE OUTCROP
 NW0070_STAMPING: B 107 1963
 NW0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0070+STABILITY: POSITION/ELEVATION WELL
 NW0070
 NW0070  HISTORY     - Date     Condition        Report By
 NW0070  HISTORY     - 1963     MONUMENTED       CGS
 NW0070
 NW0070                          STATION DESCRIPTION
 NW0070
 NW0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0070'10.8 MI SE FROM C RANCH, OR.
 NW0070'10.8 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, 0.2 MILE
 NW0070'NORTH OF A STOCK POND, NEAR THE NORTH RIM OF A HILL, 37 FEET EAST OF
 NW0070'THE CENTER LINE OF THE ROAD, IN THE TOP OF A MASSIVE OUTCROP
 NW0070'PROJECTING 2 FEET ABOVE THE GROUND, 17 FEET SOUTHEAST OF A WITNESS
 NW0070'POST, AND ABOUT 4 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0046 ***********************************************************************
 NW0046  DESIGNATION -  B 108
 NW0046  PID         -  NW0046
 NW0046  STATE/COUNTY-  ID/OWYHEE
 NW0046  USGS QUAD   -  SHOOFLY SPRINGS (1972)
 NW0046
 NW0046                         *CURRENT SURVEY CONTROL
 NW0046  ___________________________________________________________________
 NW0046* NAD 83(1986)-  42 15 43.     (N)    116 17 46.     (W)     SCALED    
 NW0046* NAVD 88     -      1660.739  (meters)    5448.61   (feet)  ADJUSTED  
 NW0046  ___________________________________________________________________
 NW0046  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 NW0046  DYNAMIC HT  -        1659.606 (meters)    5444.89  (feet)  COMP
 NW0046  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 NW0046
 NW0046  VERT ORDER  -  SECOND    CLASS 0
 NW0046
 NW0046.The horizontal coordinates were scaled from a topographic map and have
 NW0046.an estimated accuracy of +/- 6 seconds.
 NW0046
 NW0046.The orthometric height was determined by differential leveling
 NW0046.and adjusted by the National Geodetic Survey in June 1991..
 NW0046
 NW0046.The geoid height was determined by GEOID03.
 NW0046
 NW0046.The dynamic height is computed by dividing the NAVD 88
 NW0046.geopotential number by the normal gravity value computed on the
 NW0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0046.degrees latitude (g = 980.6199 gals.).
 NW0046
 NW0046.The modeled gravity was interpolated from observed gravity values.
 NW0046
 NW0046;                    North         East    Units  Estimated Accuracy
 NW0046;SPC ID W     -    66,260.      754,940.      MT  (+/- 180 meters Scaled)
 NW0046
 NW0046                          SUPERSEDED SURVEY CONTROL
 NW0046
 NW0046  NGVD 29 (??/??/92) 1659.581  (m)         5444.81   (f) ADJ UNCH    2 0
 NW0046
 NW0046.Superseded values are not recommended for survey control.
 NW0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0046.See file dsdata.txt to determine how the superseded data were derived.
 NW0046
 NW0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG580791(NAD 83)
 NW0046_MARKER: DB = BENCH MARK DISK
 NW0046_SETTING: 66 = SET IN ROCK OUTCROP
 NW0046_SP_SET: LAVA OUTCROP
 NW0046_STAMPING: B 108 1963
 NW0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0046+STABILITY: POSITION/ELEVATION WELL
 NW0046
 NW0046  HISTORY     - Date     Condition        Report By
 NW0046  HISTORY     - 1963     MONUMENTED       CGS
 NW0046
 NW0046                          STATION DESCRIPTION
 NW0046
 NW0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0046'15.25 MI NW FROM RIDDLE.
 NW0046'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0046'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0046'ALONG A GRAVELED ROAD, THENCE 8.15 MILES NORTHWEST SLONG A DIRT ROAD,
 NW0046'0.15 MILE SOUTHEAST OF A GATE ACROSS ROAD, AT THE CROSSING OF A ROCKY
 NW0046'WASH, ON A LAVA ROCK COVERED KNOLL, 273 FEET NORTHEAST OF THE CENTER
 NW0046'LINE OF THE ROAD, IN THE TOP OF A 4 1/2 BY 12-FOOT LAVA OUTCROP
 NW0046'PROJECTING 1 1/2 FEET ABOVE THE GROUND, 4.6 FEET SOUTHEAST OF A
 NW0046'WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0107 ***********************************************************************
 NW0107  DESIGNATION -  B 109
 NW0107  PID         -  NW0107
 NW0107  STATE/COUNTY-  ID/OWYHEE
 NW0107  USGS QUAD   -  PIUTE BASIN EAST (1973)
 NW0107
 NW0107                         *CURRENT SURVEY CONTROL
 NW0107  ___________________________________________________________________
 NW0107* NAD 83(1986)-  42 12 52.     (N)    116 34 34.     (W)     SCALED    
 NW0107* NAVD 88     -      1512.737  (meters)    4963.04   (feet)  ADJUSTED  
 NW0107  ___________________________________________________________________
 NW0107  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 NW0107  DYNAMIC HT  -        1511.739 (meters)    4959.76  (feet)  COMP
 NW0107  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 NW0107
 NW0107  VERT ORDER  -  SECOND    CLASS 0
 NW0107
 NW0107.The horizontal coordinates were scaled from a topographic map and have
 NW0107.an estimated accuracy of +/- 6 seconds.
 NW0107
 NW0107.The orthometric height was determined by differential leveling
 NW0107.and adjusted by the National Geodetic Survey in June 1991..
 NW0107
 NW0107.The geoid height was determined by GEOID03.
 NW0107
 NW0107.The dynamic height is computed by dividing the NAVD 88
 NW0107.geopotential number by the normal gravity value computed on the
 NW0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0107.degrees latitude (g = 980.6199 gals.).
 NW0107
 NW0107.The modeled gravity was interpolated from observed gravity values.
 NW0107
 NW0107;                    North         East    Units  Estimated Accuracy
 NW0107;SPC ID W     -    61,170.      731,790.      MT  (+/- 180 meters Scaled)
 NW0107
 NW0107                          SUPERSEDED SURVEY CONTROL
 NW0107
 NW0107  NGVD 29 (??/??/92) 1511.613  (m)         4959.35   (f) ADJ UNCH    2 0
 NW0107
 NW0107.Superseded values are not recommended for survey control.
 NW0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0107.See file dsdata.txt to determine how the superseded data were derived.
 NW0107
 NW0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG349736(NAD 83)
 NW0107_MARKER: DB = BENCH MARK DISK
 NW0107_SETTING: 66 = SET IN ROCK OUTCROP
 NW0107_SP_SET: LAVA OUTCROP
 NW0107_STAMPING: B 109 1963
 NW0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0107+STABILITY: POSITION/ELEVATION WELL
 NW0107
 NW0107  HISTORY     - Date     Condition        Report By
 NW0107  HISTORY     - 1963     MONUMENTED       CGS
 NW0107
 NW0107                          STATION DESCRIPTION
 NW0107
 NW0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0107'37.35 MI W FROM RIDDLE.
 NW0107'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0107'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0107'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0107'THENCE 7.2 MILES WEST ALONG A DIRT ROAD, THENCE 7.6 MILES SOUTHWEST
 NW0107'ALONG A PIPE LINE ROAD, THENCE 6.2 MILES WEST ALONG A DIRT ROAD, 321
 NW0107'FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A LAVA
 NW0107'OUTCROP, 389 FEET SOUTH OF AND ACROSS THE ROAD FROM A FENCE LINE, 5.2
 NW0107'FEET NORTH OF A WITNESS POST, AND ABOUT 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0083 ***********************************************************************
 NW0083  DESIGNATION -  B 109 X
 NW0083  PID         -  NW0083
 NW0083  STATE/COUNTY-  ID/OWYHEE
 NW0083  USGS QUAD   -  RED BASIN (1973)
 NW0083
 NW0083                         *CURRENT SURVEY CONTROL
 NW0083  ___________________________________________________________________
 NW0083* NAD 83(1986)-  42 15 48.     (N)    116 51 30.     (W)     SCALED    
 NW0083* NAVD 88     -      1381.512  (meters)    4532.51   (feet)  ADJUSTED  
 NW0083  ___________________________________________________________________
 NW0083  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 NW0083  DYNAMIC HT  -        1380.571 (meters)    4529.42  (feet)  COMP
 NW0083  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 NW0083
 NW0083  VERT ORDER  -  SECOND    CLASS 0
 NW0083
 NW0083.The horizontal coordinates were scaled from a topographic map and have
 NW0083.an estimated accuracy of +/- 6 seconds.
 NW0083
 NW0083.The orthometric height was determined by differential leveling
 NW0083.and adjusted by the National Geodetic Survey in June 1991..
 NW0083
 NW0083.The geoid height was determined by GEOID03.
 NW0083
 NW0083.The dynamic height is computed by dividing the NAVD 88
 NW0083.geopotential number by the normal gravity value computed on the
 NW0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0083.degrees latitude (g = 980.6199 gals.).
 NW0083
 NW0083.The modeled gravity was interpolated from observed gravity values.
 NW0083
 NW0083;                    North         East    Units  Estimated Accuracy
 NW0083;SPC ID W     -    66,860.      708,560.      MT  (+/- 180 meters Scaled)
 NW0083
 NW0083                          SUPERSEDED SURVEY CONTROL
 NW0083
 NW0083  NGVD 29 (??/??/92) 1380.338  (m)         4528.66   (f) ADJ UNCH    2 0
 NW0083
 NW0083.Superseded values are not recommended for survey control.
 NW0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0083.See file dsdata.txt to determine how the superseded data were derived.
 NW0083
 NW0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG116790(NAD 83)
 NW0083_MARKER: DB = BENCH MARK DISK
 NW0083_SETTING: 66 = SET IN ROCK OUTCROP
 NW0083_SP_SET: OUTCROP
 NW0083_STAMPING: B 109X 1963
 NW0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0083+STABILITY: POSITION/ELEVATION WELL
 NW0083
 NW0083  HISTORY     - Date     Condition        Report By
 NW0083  HISTORY     - 1963     MONUMENTED       CGS
 NW0083
 NW0083                          STATION DESCRIPTION
 NW0083
 NW0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0083'18.2 MI SE FROM C RANCH, OR.
 NW0083'16.6 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, THENCE 0.6
 NW0083'MILE EAST ACROSS COUNTRY, THENCE 0.5 MILE EAST UP A WASH, THENCE 0.5
 NW0083'MILE NORTH-NORTHEAST ACROSS COUNTRY, 0.5 MILE NORTH-NORTHEAST OF BENCH
 NW0083'MARK C 109X, 0.5 MILE WEST ACROSS COUNTRY FROM BENCH MARK A 109X,
 NW0083'ABOUT 0.15 MILE WEST OF A DEEP WASH LEADING NORTH INTO RIVER, ABOUT
 NW0083'0.1 MILE EAST OF A DEEP WASH LEADING INTO RIVER, IN THE TOP OF A 3 BY
 NW0083'10 FOOT OUTCROP PROJECTING 1 1/2 FEET ABOVE THE GROUND AND 5.1 FEET
 NW0083'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0362 ***********************************************************************
 PY0362  DESIGNATION -  B 11
 PY0362  PID         -  PY0362
 PY0362  STATE/COUNTY-  ID/FREMONT
 PY0362  USGS QUAD   -  REAS PASS (1986)
 PY0362
 PY0362                         *CURRENT SURVEY CONTROL
 PY0362  ___________________________________________________________________
 PY0362* NAD 83(1986)-  44 32 59.     (N)    111 13 48.     (W)     SCALED    
 PY0362* NAVD 88     -      2055.751  (meters)    6744.58   (feet)  POSTED    
 PY0362  ___________________________________________________________________
 PY0362  GEOID HEIGHT-          -9.02  (meters)                     GEOID03
 PY0362  DYNAMIC HT  -        2054.590 (meters)    6740.77  (feet)  COMP
 PY0362  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 PY0362
 PY0362  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0362
 PY0362.The horizontal coordinates were scaled from a topographic map and have
 PY0362.an estimated accuracy of +/- 6 seconds.
 PY0362
 PY0362.The orthometric height was determined by differential leveling
 PY0362.and adjusted by the National Geodetic Survey in 1992..
 PY0362.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0362.rate of 4.1 thru 8.0 mm/km.
 PY0362
 PY0362.The geoid height was determined by GEOID03.
 PY0362
 PY0362.The dynamic height is computed by dividing the NAVD 88
 PY0362.geopotential number by the normal gravity value computed on the
 PY0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0362.degrees latitude (g = 980.6199 gals.).
 PY0362
 PY0362.The modeled gravity was interpolated from observed gravity values.
 PY0362
 PY0362;                    North         East    Units  Estimated Accuracy
 PY0362;SPC ID E     -   320,700.      274,430.      MT  (+/- 180 meters Scaled)
 PY0362
 PY0362                          SUPERSEDED SURVEY CONTROL
 PY0362
 PY0362  NGVD 29 (??/??/92) 2054.377  (m)         6740.07   (f) ADJ UNCH    1 2
 PY0362
 PY0362.Superseded values are not recommended for survey control.
 PY0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0362.See file dsdata.txt to determine how the superseded data were derived.
 PY0362
 PY0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ817329(NAD 83)
 PY0362_MARKER: DB = BENCH MARK DISK
 PY0362_SETTING: 66 = SET IN ROCK OUTCROP
 PY0362_SP_SET: ROCK LEDGE
 PY0362_STAMPING: B 11 1923 6740.180
 PY0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0362+STABILITY: POSITION/ELEVATION WELL
 PY0362
 PY0362  HISTORY     - Date     Condition        Report By
 PY0362  HISTORY     - 1923     MONUMENTED       CGS
 PY0362  HISTORY     - 1960     GOOD             NGS
 PY0362
 PY0362                          STATION DESCRIPTION
 PY0362
 PY0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0362'4.15 MI NE FROM BIG SPRINGS.
 PY0362'4.15 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0362'AT BIG SPRINGS, 3 1/2 POLES SOUTHWEST OF MILE 95, AT THE SOUTHWEST END
 PY0362'OF A LONG CURVE, IN TOP OF A ROCK LEDGE, 8.4 FEET NORTHWEST OF THE
 PY0362'NORTHWEST RAIL, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0206 ***********************************************************************
 NV0206  DESIGNATION -  B 113
 NV0206  PID         -  NV0206
 NV0206  STATE/COUNTY-  ID/TWIN FALLS
 NV0206  USGS QUAD   -  BERGER (1979)
 NV0206
 NV0206                         *CURRENT SURVEY CONTROL
 NV0206  ___________________________________________________________________
 NV0206* NAD 83(1986)-  42 29 30.     (N)    114 30 58.     (W)     SCALED    
 NV0206* NAVD 88     -      1233.599  (meters)    4047.23   (feet)  ADJUSTED  
 NV0206  ___________________________________________________________________
 NV0206  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 NV0206  DYNAMIC HT  -        1232.907 (meters)    4044.96  (feet)  COMP
 NV0206  MODELED GRAV-     980,017.6   (mgal)                       NAVD 88
 NV0206
 NV0206  VERT ORDER  -  SECOND    CLASS 0
 NV0206
 NV0206.The horizontal coordinates were scaled from a topographic map and have
 NV0206.an estimated accuracy of +/- 6 seconds.
 NV0206
 NV0206.The orthometric height was determined by differential leveling
 NV0206.and adjusted by the National Geodetic Survey in June 1991..
 NV0206
 NV0206.The geoid height was determined by GEOID03.
 NV0206
 NV0206.The dynamic height is computed by dividing the NAVD 88
 NV0206.geopotential number by the normal gravity value computed on the
 NV0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0206.degrees latitude (g = 980.6199 gals.).
 NV0206
 NV0206.The modeled gravity was interpolated from observed gravity values.
 NV0206
 NV0206;                    North         East    Units  Estimated Accuracy
 NV0206;SPC ID C     -    91,760.      457,570.      MT  (+/- 180 meters Scaled)
 NV0206
 NV0206                          SUPERSEDED SURVEY CONTROL
 NV0206
 NV0206  NGVD 29 (??/??/92) 1232.676  (m)         4044.20   (f) ADJ UNCH    2 0
 NV0206
 NV0206.Superseded values are not recommended for survey control.
 NV0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0206.See file dsdata.txt to determine how the superseded data were derived.
 NV0206
 NV0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH041073(NAD 83)
 NV0206_MARKER: DB = BENCH MARK DISK
 NV0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0206_STAMPING: B 113 1963
 NV0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0206+STABILITY: SURFACE MOTION
 NV0206
 NV0206  HISTORY     - Date     Condition        Report By
 NV0206  HISTORY     - 1963     MONUMENTED       CGS
 NV0206
 NV0206                          STATION DESCRIPTION
 NV0206
 NV0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NV0206'6.3 MI SW FROM TWIN FALLS.
 NV0206'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 74
 NV0206'IN TWIN FALLS, GO SOUTH AND WEST ON HIGHWAY 74 FOR 4.3 MILES TO CROSS
 NV0206'ROADS AND COUNTRY STORE ON LEFT.  TURN LEFT (SOUTH) AND GO 2.0 MILES
 NV0206'TO A T ROAD INTERSECTION AND MARK ON RIGHT, 24.0 FEET WEST OF THE
 NV0206'CENTERLINE OF THE NORTH-SOUTH ROAD, 48.0 FEET NORTH OF THE CENTERLINE
 NV0206'OF THE EAST-WEST ROAD AND 2.3 FEET EAST OF A NORTH-SOUTH FENCE. THE
 NV0206'MARK IS A STANDARD B.M. DISK STAMPED B 113, 1963 AND IS SET IN A 9 BY
 NV0206'9 IN. CONCRETE MONUMENT PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0023 ***********************************************************************
 NU0023  DESIGNATION -  B 115
 NU0023  PID         -  NU0023
 NU0023  STATE/COUNTY-  ID/BANNOCK
 NU0023  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU0023
 NU0023                         *CURRENT SURVEY CONTROL
 NU0023  ___________________________________________________________________
 NU0023* NAD 83(1986)-  42 47 10.     (N)    112 13 55.     (W)     SCALED    
 NU0023* NAVD 88     -      1389.273  (meters)    4557.97   (feet)  ADJUSTED  
 NU0023  ___________________________________________________________________
 NU0023  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 NU0023  DYNAMIC HT  -        1388.453 (meters)    4555.28  (feet)  COMP
 NU0023  MODELED GRAV-     979,982.6   (mgal)                       NAVD 88
 NU0023  OBS GRAVITY -     979,982.4   (mgal)                       GRAV_OBS
 NU0023
 NU0023  VERT ORDER  -  FIRST     CLASS I
 NU0023
 NU0023.The horizontal coordinates were scaled from a topographic map and have
 NU0023.an estimated accuracy of +/- 6 seconds.
 NU0023
 NU0023.The orthometric height was determined by differential leveling
 NU0023.and adjusted by the National Geodetic Survey in June 1991..
 NU0023
 NU0023.The geoid height was determined by GEOID03.
 NU0023
 NU0023.The dynamic height is computed by dividing the NAVD 88
 NU0023.geopotential number by the normal gravity value computed on the
 NU0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0023.degrees latitude (g = 980.6199 gals.).
 NU0023
 NU0023.The modeled gravity was interpolated from observed gravity values.
 NU0023.The observed gravity was obtained from relative gravimeter ties
 NU0023.to the IGSN71 gravity network.
 NU0023
 NU0023;                    North         East    Units  Estimated Accuracy
 NU0023;SPC ID E     -   124,340.      194,660.      MT  (+/- 180 meters Scaled)
 NU0023
 NU0023                          SUPERSEDED SURVEY CONTROL
 NU0023
 NU0023  NGVD 29 (??/??/92) 1388.216  (m)         4554.51   (f) ADJ UNCH    1 1
 NU0023
 NU0023.Superseded values are not recommended for survey control.
 NU0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0023.See file dsdata.txt to determine how the superseded data were derived.
 NU0023
 NU0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN992377(NAD 83)
 NU0023_MARKER: DB = BENCH MARK DISK
 NU0023_SETTING: 66 = SET IN ROCK OUTCROP
 NU0023_SP_SET: GRANITE OUTCROP
 NU0023_STAMPING: B 115 1958
 NU0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0023+STABILITY: POSITION/ELEVATION WELL
 NU0023
 NU0023  HISTORY     - Date     Condition        Report By
 NU0023  HISTORY     - 1958     MONUMENTED       CGS
 NU0023  HISTORY     - 1960     GOOD             NGS
 NU0023  HISTORY     - 1967     GOOD             NGS
 NU0023
 NU0023                          STATION DESCRIPTION
 NU0023
 NU0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0023'1.15 MI SE FROM INKOM.
 NU0023'1.15 MILES ALONG THE UNION PACIFIC RAILROAD FROM THE ABANDONDED
 NU0023'RAILROAD STATION AT INKOM, 3 POLES NORTHWEST FROM MILE POST 201, AT A
 NU0023'CUT AND IN THE TOP OF A GRANITE OUTCROP PROJECTING 1 FOOT ABOVE THE
 NU0023'GROUND, 56 FEET NORTHEAST FROM THE NORTHEAST RAIL, 12 FEET HIGHER THAN
 NU0023'THE TRACK, CEMENTED IN A DRILL HOLE.
 NU0023
 NU0023                          STATION RECOVERY (1967)
 NU0023
 NU0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0953 ***********************************************************************
 NU0953  DESIGNATION -  B 116
 NU0953  PID         -  NU0953
 NU0953  STATE/COUNTY-  ID/CASSIA
 NU0953  USGS QUAD   -  IDAHOME (1978)
 NU0953
 NU0953                         *CURRENT SURVEY CONTROL
 NU0953  ___________________________________________________________________
 NU0953* NAD 83(1986)-  42 23 24.     (N)    113 22 52.     (W)     SCALED    
 NU0953* NAVD 88     -      1349.764  (meters)    4428.35   (feet)  ADJUSTED  
 NU0953  ___________________________________________________________________
 NU0953  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 NU0953  DYNAMIC HT  -        1348.923 (meters)    4425.59  (feet)  COMP
 NU0953  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 NU0953
 NU0953  VERT ORDER  -  FIRST     CLASS II
 NU0953
 NU0953.The horizontal coordinates were scaled from a topographic map and have
 NU0953.an estimated accuracy of +/- 6 seconds.
 NU0953
 NU0953.The orthometric height was determined by differential leveling
 NU0953.and adjusted by the National Geodetic Survey in June 1991..
 NU0953
 NU0953.The geoid height was determined by GEOID03.
 NU0953
 NU0953.The dynamic height is computed by dividing the NAVD 88
 NU0953.geopotential number by the normal gravity value computed on the
 NU0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0953.degrees latitude (g = 980.6199 gals.).
 NU0953
 NU0953.The modeled gravity was interpolated from observed gravity values.
 NU0953
 NU0953;                    North         East    Units  Estimated Accuracy
 NU0953;SPC ID C     -    80,530.      550,960.      MT  (+/- 180 meters Scaled)
 NU0953
 NU0953                          SUPERSEDED SURVEY CONTROL
 NU0953
 NU0953  NGVD 29 (??/??/92) 1348.740  (m)         4424.99   (f) ADJ UNCH    1 2
 NU0953
 NU0953.Superseded values are not recommended for survey control.
 NU0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0953.See file dsdata.txt to determine how the superseded data were derived.
 NU0953
 NU0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM040958(NAD 83)
 NU0953_MARKER: DB = BENCH MARK DISK
 NU0953_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU0953_SP_SET: PREFAB CONC. POST IN EARTH
 NU0953_STAMPING: B 116 1958
 NU0953_MARK LOGO: CGS   
 NU0953_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0953
 NU0953  HISTORY     - Date     Condition        Report By
 NU0953  HISTORY     - 1958     MONUMENTED       CGS
 NU0953  HISTORY     - 19741210 GOOD             USGS
 NU0953
 NU0953                          STATION DESCRIPTION
 NU0953
 NU0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0953'5.8 MI N FROM MALTA.
 NU0953'5.8 MILES NORTH ALONG U.S. HIGHWAY 30 SOUTH FROM THE POST OFFICE AT
 NU0953'MALTA, 123 1/2 FEET EAST OF THE CENTER OF THE Y JUNCTION OF A TRACK
 NU0953'ROAD EAST, 118 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 73
 NU0953'FEET EAST OF A FENCE CORNER POST, 19 FEET NORTH OF THE CENTER LINE OF
 NU0953'THE ROAD, 1.7 FEET SOUTH OF A FENCE, 2.1 FEET WEST OF A WITNESS POST,
 NU0953'1/2 FOOT LOWER THAN THE HIGHWAY, LEVEL WITH THE ROAD, AND SET IN THE
 NU0953'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 NU0953
 NU0953                          STATION RECOVERY (1974)
 NU0953
 NU0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0522 ***********************************************************************
 OY0522  DESIGNATION -  B 117
 OY0522  PID         -  OY0522
 OY0522  STATE/COUNTY-  ID/BUTTE
 OY0522  USGS QUAD   -  ARCO SOUTH (1972)
 OY0522
 OY0522                         *CURRENT SURVEY CONTROL
 OY0522  ___________________________________________________________________
 OY0522* NAD 83(1986)-  43 36 43.     (N)    113 19 00.     (W)     SCALED    
 OY0522* NAVD 88     -      1618.286  (meters)    5309.33   (feet)  ADJUSTED  
 OY0522  ___________________________________________________________________
 OY0522  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 OY0522  DYNAMIC HT  -        1617.359 (meters)    5306.29  (feet)  COMP
 OY0522  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 OY0522
 OY0522  VERT ORDER  -  FIRST     CLASS II
 OY0522
 OY0522.The horizontal coordinates were scaled from a topographic map and have
 OY0522.an estimated accuracy of +/- 6 seconds.
 OY0522
 OY0522.The orthometric height was determined by differential leveling
 OY0522.and adjusted by the National Geodetic Survey in June 1991..
 OY0522
 OY0522.The geoid height was determined by GEOID03.
 OY0522
 OY0522.The dynamic height is computed by dividing the NAVD 88
 OY0522.geopotential number by the normal gravity value computed on the
 OY0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0522.degrees latitude (g = 980.6199 gals.).
 OY0522
 OY0522.The modeled gravity was interpolated from observed gravity values.
 OY0522
 OY0522;                    North         East    Units  Estimated Accuracy
 OY0522;SPC ID C     -   216,310.      555,160.      MT  (+/- 180 meters Scaled)
 OY0522
 OY0522                          SUPERSEDED SURVEY CONTROL
 OY0522
 OY0522  NGVD 29 (08/20/92) 1617.165  (m)         5305.65   (f) ADJUSTED    1 2
 OY0522
 OY0522.Superseded values are not recommended for survey control.
 OY0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0522.See file dsdata.txt to determine how the superseded data were derived.
 OY0522
 OY0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP130313(NAD 83)
 OY0522_MARKER: DB = BENCH MARK DISK
 OY0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0522_SP_SET: CONCRETE POST
 OY0522_STAMPING: B 117 1958
 OY0522_MARK LOGO: CGS   
 OY0522_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0522+STABILITY: SURFACE MOTION
 OY0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0522+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 OY0522
 OY0522  HISTORY     - Date     Condition        Report By
 OY0522  HISTORY     - 1958     MONUMENTED       CGS
 OY0522  HISTORY     - 19920619 GOOD             NGS
 OY0522  HISTORY     - 20011126 GOOD             IDTD
 OY0522  HISTORY     - 20020828 GOOD             IDTD
 OY0522
 OY0522                          STATION DESCRIPTION
 OY0522
 OY0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0522'1.9 MI SW FROM ARCO.
 OY0522'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0522'AT THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, INSIDE A FENCE
 OY0522'CORNER, 85 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 51 1/2
 OY0522'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 1/2 FEET WEST OF
 OY0522'THE CENTER LINE OF THE GRAVEL ROAD, 28 FEET SOUTH OF THE CENTER OF THE
 OY0522'SOUTHWEST END OF AN 8-INCH PIPE CULVERT, 2 1/2 FEET SOUTH OF A FENCE
 OY0522'CORNER POST, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 OY0522'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OY0522'ABOVE THE GROUND.
 OY0522
 OY0522                          STATION RECOVERY (1992)
 OY0522
 OY0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0522'3.1 KM (1.90 MI) SOUTHERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY0522'COURTHOUSE IN ARCO, 15.6 M (51.2 FT) SOUTHEAST OF THE HIGHWAY
 OY0522'CENTERLINE, 9.7 M (31.8 FT) WEST OF THE CENTER OF ROAD 3100 WEST, 0.3
 OY0522'M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 OY0522'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE
 OY0522'GROUND SURFACE.  NOTE--THE MONUMENT IS SLIGHTLY LOOSE.
 OY0522
 OY0522                          STATION RECOVERY (2001)
 OY0522
 OY0522'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JK)
 OY0522'THE MARK IS RIGHT (SOUTHEAST) OF US-20-26 MILEPOST 246.483.
 OY0522
 OY0522                          STATION RECOVERY (2002)
 OY0522
 OY0522'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OY0522'FROM THE JUNCTION OF US-20-26 AND US-93 IN ARCO, PROCEED SOUTHWESTERLY
 OY0522'ON US-20-26 FOR 3.334 KM TO MILEPOST 246.483 AND THE MARK ON THE LEFT.
 OY0522'NAD 83(1999) RTK POSITION =  43-36-43.04537 N   113-18-59.23961 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0569 ***********************************************************************
 OY0569  CBN         -  This is a Cooperative Base Network Control Station.
 OY0569  DESIGNATION -  B 118
 OY0569  PID         -  OY0569
 OY0569  STATE/COUNTY-  ID/BUTTE
 OY0569  USGS QUAD   -  FINGERS BUTTE (1972)
 OY0569
 OY0569                         *CURRENT SURVEY CONTROL
 OY0569  ___________________________________________________________________
 OY0569* NAD 83(1999)-  43 29 45.25186(N)    113 15 49.36631(W)     ADJUSTED  
 OY0569* NAVD 88     -      1643.722  (meters)    5392.78   (feet)  ADJUSTED  
 OY0569  ___________________________________________________________________
 OY0569  X           -  -1,830,810.631 (meters)                     COMP
 OY0569  Y           -  -4,258,516.705 (meters)                     COMP
 OY0569  Z           -   4,368,754.507 (meters)                     COMP
 OY0569  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 OY0569  ELLIP HEIGHT-        1631.42  (meters)          (04/16/01) GPS OBS
 OY0569  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 OY0569  DYNAMIC HT  -        1642.807 (meters)    5389.78  (feet)  COMP
 OY0569  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 OY0569
 OY0569  HORZ ORDER  -  B
 OY0569  VERT ORDER  -  SECOND    CLASS 0
 OY0569  ELLP ORDER  -  FOURTH    CLASS II
 OY0569
 OY0569.The horizontal coordinates were established by GPS observations
 OY0569.and adjusted by the National Geodetic Survey in April 2001..
 OY0569.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0569.DATUM ITEM on the data sheet items page.
 OY0569
 OY0569.The orthometric height was determined by differential leveling
 OY0569.and adjusted by the National Geodetic Survey in June 1991..
 OY0569
 OY0569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0569
 OY0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0569
 OY0569.The ellipsoidal height was determined by GPS observations
 OY0569.and is referenced to NAD 83.
 OY0569
 OY0569.The geoid height was determined by GEOID03.
 OY0569
 OY0569.The dynamic height is computed by dividing the NAVD 88
 OY0569.geopotential number by the normal gravity value computed on the
 OY0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0569.degrees latitude (g = 980.6199 gals.).
 OY0569
 OY0569.The modeled gravity was interpolated from observed gravity values.
 OY0569
 OY0569;                    North         East     Units Scale Factor Converg.
 OY0569;SPC ID C     -   203,452.678   559,549.439   MT  0.99999097   +0 30 24.5
 OY0569;UTM  12      - 4,818,375.675   316,976.705   MT  1.00001205   -1 33 30.8
 OY0569
 OY0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0569!SPC ID C     -   0.99974424  x   0.99999097  =   0.99973521
 OY0569!UTM  12      -   0.99974424  x   1.00001205  =   0.99975628
 OY0569
 OY0569                          SUPERSEDED SURVEY CONTROL
 OY0569
 OY0569  NAD 83(1992)-  43 29 45.25122(N)    113 15 49.36366(W) AD(       ) B
 OY0569  ELLIP H (05/15/92) 1631.51   (m)                       GP(       ) 4 2
 OY0569  NAD 83(1986)-  43 29 45.24456(N)    113 15 49.34996(W) AD(       ) 1
 OY0569  NAVD 88 (05/28/92) 1643.72   (m)         5392.8    (f) LEVELING    3  
 OY0569  NGVD 29 (??/??/92) 1642.643  (m)         5389.24   (f) ADJ UNCH    2 0
 OY0569
 OY0569.Superseded values are not recommended for survey control.
 OY0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0569.See file dsdata.txt to determine how the superseded data were derived.
 OY0569
 OY0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP1697718376(NAD 83)
 OY0569_MARKER: DB = BENCH MARK DISK
 OY0569_SETTING: 66 = SET IN ROCK OUTCROP
 OY0569_SP_SET: ROCK OUTCROP
 OY0569_STAMPING: B 118 1958
 OY0569_MARK LOGO: CGS   
 OY0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0569+STABILITY: POSITION/ELEVATION WELL
 OY0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0569+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 OY0569
 OY0569  HISTORY     - Date     Condition        Report By
 OY0569  HISTORY     - 1958     MONUMENTED       CGS
 OY0569  HISTORY     - 19900322 GOOD             NGS
 OY0569  HISTORY     - 20020813 GOOD             IDTD
 OY0569  HISTORY     - 20050619 GOOD             DJC
 OY0569
 OY0569                          STATION DESCRIPTION
 OY0569
 OY0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0569'10.95 MI S FROM ARCO.
 OY0569'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0569'THENCE 9.05 MILES SOUTH AND SOUTHEAST ALONG A DIRT ROAD, 0.4 MILE
 OY0569'NORTHWEST OF A TRACK ROAD SOUTH, AT AN S CURVE, ON A SMALL ROCKY
 OY0569'KNOLL, IN TOP OF A LAVA OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND,
 OY0569'49 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 OY0569'WITH THE ROAD.
 OY0569
 OY0569                          STATION RECOVERY (1990)
 OY0569
 OY0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY0569'THE STATION IS LOCATED ABOUT 14.5 KM (9.01 MI) SOUTH OF ARCO, 56.0 KM
 OY0569'(34.80 MI) EAST OF CAREY.  OWNERSHIP--BUREAU OF LAND MANAGEMENT.
 OY0569'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 20, 26 AND 93 IN ARCO.  GO
 OY0569'SOUTH AND SOUTHWEST ON U.S. HIGHWAYS 20, 26 AND 93 FOR 3.30 KM
 OY0569'(2.05 MI) TO A CROSSROADS.  TURN LEFT AND GO SOUTH AND SOUTHEAST ON A
 OY0569'PAVED AND GRAVEL ROAD FOR 6.72 KM (4.18 MI) TO A CATTLE GUARD.
 OY0569'CONTINUE SOUTH AND SOUTHEAST ON A GRAVEL AND DIRT ROAD FOR 0.58 KM
 OY0569'(0.36 MI) TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST ON A GRAVEL
 OY0569'AND DIRT ROAD FOR 5.6 KM (3.48 MI) TO A CATTLE GUARD.  CONTINUE
 OY0569'SOUTHEAST ON A GRAVEL AND DIRT ROAD FOR 1.56 KM (0.97 MI) TO THE MARK
 OY0569'ON THE LEFT ON A SMALL FLAT OUTCROP KNOLL.
 OY0569'THE STATION MARK IS SET IN A DRILL HOLE IN A LARGE PORTION OF LAVA
 OY0569'OUTCROP ABOUT 0.3 M (0.98 FT) ABOVE THE ROAD.  IT IS 15.1 M
 OY0569'(49.54 FT) NORTHEAST FROM THE CENTER OF THE ROAD, 2.0 M (6.56 FT)
 OY0569'SOUTH FROM A WITNESS POST AND FLUSH WITH THE OUTCROP SURFACE.
 OY0569'NOTE--THIS BENCH MARK IS ON SECOND ORDER LEVEL LINE L-17006.
 OY0569
 OY0569                          STATION RECOVERY (2002)
 OY0569
 OY0569'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OY0569'RECOVERED IN GOOD CONDITION.
 OY0569
 OY0569                          STATION RECOVERY (2005)
 OY0569
 OY0569'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 OY0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0586 ***********************************************************************
 OY0586  DESIGNATION -  B 119
 OY0586  PID         -  OY0586
 OY0586  STATE/COUNTY-  ID/BUTTE
 OY0586  USGS QUAD   -  SERVICEBERRY BUTTE (1972)
 OY0586
 OY0586                         *CURRENT SURVEY CONTROL
 OY0586  ___________________________________________________________________
 OY0586* NAD 83(1986)-  43 22 21.     (N)    113 13 40.     (W)     SCALED    
 OY0586* NAVD 88     -      1621.975  (meters)    5321.43   (feet)  ADJUSTED  
 OY0586  ___________________________________________________________________
 OY0586  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 OY0586  DYNAMIC HT  -        1621.041 (meters)    5318.37  (feet)  COMP
 OY0586  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 OY0586
 OY0586  VERT ORDER  -  SECOND    CLASS 0
 OY0586
 OY0586.The horizontal coordinates were scaled from a topographic map and have
 OY0586.an estimated accuracy of +/- 6 seconds.
 OY0586
 OY0586.The orthometric height was determined by differential leveling
 OY0586.and adjusted by the National Geodetic Survey in June 1991..
 OY0586
 OY0586.The geoid height was determined by GEOID03.
 OY0586
 OY0586.The dynamic height is computed by dividing the NAVD 88
 OY0586.geopotential number by the normal gravity value computed on the
 OY0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0586.degrees latitude (g = 980.6199 gals.).
 OY0586
 OY0586.The modeled gravity was interpolated from observed gravity values.
 OY0586
 OY0586;                    North         East    Units  Estimated Accuracy
 OY0586;SPC ID C     -   189,770.      562,580.      MT  (+/- 180 meters Scaled)
 OY0586
 OY0586                          SUPERSEDED SURVEY CONTROL
 OY0586
 OY0586  NGVD 29 (??/??/92) 1620.882  (m)         5317.84   (f) ADJ UNCH    2 0
 OY0586
 OY0586.Superseded values are not recommended for survey control.
 OY0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0586.See file dsdata.txt to determine how the superseded data were derived.
 OY0586
 OY0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP195045(NAD 83)
 OY0586_MARKER: DB = BENCH MARK DISK
 OY0586_SETTING: 66 = SET IN ROCK OUTCROP
 OY0586_SP_SET: ROCK OUTCROP
 OY0586_STAMPING: B 119 1958
 OY0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0586+STABILITY: POSITION/ELEVATION WELL
 OY0586
 OY0586  HISTORY     - Date     Condition        Report By
 OY0586  HISTORY     - 1958     MONUMENTED       CGS
 OY0586
 OY0586                          STATION DESCRIPTION
 OY0586
 OY0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0586'20.4 MI S FROM ARCO.
 OY0586'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0586'THENCE 18.5 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, 0.1
 OY0586'MILE SOUTHWEST OF THE JUNCTION OF A TRACK ROAD WEST, NEAR THE
 OY0586'NORTHEAST END OF A NORTHEAST-SOUTHWEST ROCKY RIDGE, IN TOP OF A LARGE
 OY0586'LAVA OUTCROP WHICH PROJECTS 3 FEET ABOVE THE GROUND, 285 FEET
 OY0586'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 15 FEET HIGHER
 OY0586'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0449 ***********************************************************************
 OX0449  DESIGNATION -  B 12
 OX0449  PID         -  OX0449
 OX0449  STATE/COUNTY-  ID/FREMONT
 OX0449  USGS QUAD   -  NEWDALE (1979)
 OX0449
 OX0449                         *CURRENT SURVEY CONTROL
 OX0449  ___________________________________________________________________
 OX0449* NAD 83(1986)-  43 59 51.     (N)    111 34 22.     (W)     SCALED    
 OX0449* NAVD 88     -      1545.562  (meters)    5070.73   (feet)  ADJUSTED  
 OX0449  ___________________________________________________________________
 OX0449  GEOID HEIGHT-         -10.67  (meters)                     GEOID03
 OX0449  DYNAMIC HT  -        1544.765 (meters)    5068.12  (feet)  COMP
 OX0449  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 OX0449
 OX0449  VERT ORDER  -  FIRST     CLASS II
 OX0449
 OX0449.The horizontal coordinates were scaled from a topographic map and have
 OX0449.an estimated accuracy of +/- 6 seconds.
 OX0449
 OX0449.The orthometric height was determined by differential leveling
 OX0449.and adjusted by the National Geodetic Survey in June 1991..
 OX0449
 OX0449.The geoid height was determined by GEOID03.
 OX0449
 OX0449.The dynamic height is computed by dividing the NAVD 88
 OX0449.geopotential number by the normal gravity value computed on the
 OX0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0449.degrees latitude (g = 980.6199 gals.).
 OX0449
 OX0449.The modeled gravity was interpolated from observed gravity values.
 OX0449
 OX0449;                    North         East    Units  Estimated Accuracy
 OX0449;SPC ID E     -   259,090.      247,630.      MT  (+/- 180 meters Scaled)
 OX0449
 OX0449                          SUPERSEDED SURVEY CONTROL
 OX0449
 OX0449  NGVD 29 (08/20/92) 1544.493  (m)         5067.22   (f) ADJUSTED    1 2
 OX0449
 OX0449.Superseded values are not recommended for survey control.
 OX0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0449.See file dsdata.txt to determine how the superseded data were derived.
 OX0449
 OX0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP540717(NAD 83)
 OX0449_MARKER: DB = BENCH MARK DISK
 OX0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0449_SP_SET: FOUNDATION
 OX0449_STAMPING: B 12 1923 5067.867
 OX0449_MARK LOGO: CGS   
 OX0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0449
 OX0449  HISTORY     - Date     Condition        Report By
 OX0449  HISTORY     - 1923     MONUMENTED       CGS
 OX0449  HISTORY     - 1960     GOOD             NGS
 OX0449  HISTORY     - 1983     GOOD             NGS
 OX0449  HISTORY     - 19990601 GOOD             IDTD
 OX0449
 OX0449                          STATION DESCRIPTION
 OX0449
 OX0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OX0449'6.1 MI NE FROM ST. ANTHONY.
 OX0449'6.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0449'AT ST. ANTHONY, AT CHESTER, 3 POLES SOUTHWEST AND ACROSS THE TRACK
 OX0449'FROM MILEPOLE 43, SET VERTICALLY IN THE SOUTHWEST FACE AND 1.6 FEET
 OX0449'NORTHWEST OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION FOR A GRAIN
 OX0449'ELEVATOR, 7.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK,
 OX0449'AND 1.0 FOOT ABOVE THE GROUND.
 OX0449
 OX0449                          STATION RECOVERY (1983)
 OX0449
 OX0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0449'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OX0449'THE FOLLOWING EXCEPTIONS, DELETE 3 POLES SOUTHWEST AND ACROSS THE
 OX0449'TRACKS FROM MILEPOLE 43.  DELETE 7.6 FEET NORTHWEST OF THE NORTHWEST
 OX0449'RAIL OF A SIDE TRACK.  ADD 0.3 KM (0.2 MI) SOUTHWEST OF A PAVED ROAD
 OX0449'LEADING EAST, AND 20.6 METERS (67.6 FT) NORTHWEST OF THE NEAR RAIL.
 OX0449
 OX0449                          STATION RECOVERY (1999)
 OX0449
 OX0449'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OX0449'THE MARK IS RIGHT OF US-20 AT MILEPOST 352.574.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0712 ***********************************************************************
 OY0712  DESIGNATION -  B 120
 OY0712  PID         -  OY0712
 OY0712  STATE/COUNTY-  ID/BLAINE
 OY0712  USGS QUAD   -  CAREY (1979)
 OY0712
 OY0712                         *CURRENT SURVEY CONTROL
 OY0712  ___________________________________________________________________
 OY0712* NAD 83(1986)-  43 20 06.     (N)    113 53 47.     (W)     SCALED    
 OY0712* NAVD 88     -      1458.602  (meters)    4785.43   (feet)  ADJUSTED  
 OY0712  ___________________________________________________________________
 OY0712  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 OY0712  DYNAMIC HT  -        1457.796 (meters)    4782.79  (feet)  COMP
 OY0712  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 OY0712
 OY0712  VERT ORDER  -  SECOND    CLASS 0
 OY0712
 OY0712.The horizontal coordinates were scaled from a topographic map and have
 OY0712.an estimated accuracy of +/- 6 seconds.
 OY0712
 OY0712.The orthometric height was determined by differential leveling
 OY0712.and adjusted by the National Geodetic Survey in June 1991..
 OY0712
 OY0712.The geoid height was determined by GEOID03.
 OY0712
 OY0712.The dynamic height is computed by dividing the NAVD 88
 OY0712.geopotential number by the normal gravity value computed on the
 OY0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0712.degrees latitude (g = 980.6199 gals.).
 OY0712
 OY0712.The modeled gravity was interpolated from observed gravity values.
 OY0712
 OY0712;                    North         East    Units  Estimated Accuracy
 OY0712;SPC ID C     -   185,320.      508,400.      MT  (+/- 180 meters Scaled)
 OY0712
 OY0712                          SUPERSEDED SURVEY CONTROL
 OY0712
 OY0712  NGVD 29 (??/??/92) 1457.568  (m)         4782.04   (f) ADJ UNCH    2 0
 OY0712
 OY0712.Superseded values are not recommended for survey control.
 OY0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0712.See file dsdata.txt to determine how the superseded data were derived.
 OY0712
 OY0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP652020(NAD 83)
 OY0712_MARKER: DB = BENCH MARK DISK
 OY0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0712_STAMPING: B 120 1958
 OY0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0712+STABILITY: SURFACE MOTION
 OY0712
 OY0712  HISTORY     - Date     Condition        Report By
 OY0712  HISTORY     - 1958     MONUMENTED       CGS
 OY0712  HISTORY     - 1978     GOOD             NGS
 OY0712
 OY0712                          STATION DESCRIPTION
 OY0712
 OY0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0712'4.15 MI NE FROM CAREY.
 OY0712'4.15 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0712'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, 48 1/2 FEET SOUTHEAST OF
 OY0712'THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING SOUTH TO A
 OY0712'RANCHHOUSE, 38 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 OY0712'EAST OF THE CENTER LINE OF THE DRIVEWAY, 2 1/2 FEET EAST OF A POWER
 OY0712'POLE WITH A TRANSFORMER, 1.7 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A
 OY0712'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 OY0712'OF A CONCRETE POST PROJECTING 0.5 FOOT FABOVE THE GROUND.
 OY0712
 OY0712                          STATION RECOVERY (1978)
 OY0712
 OY0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OY0712'REACHED FROM THE CAREY POST OFFICE BY GOING NORTHEAST ON U.S.
 OY0712'HIGHWAYS 20, 26, AND 93 FOR 3.1 MILES TO MILEPOST NO 208, CONTINUE
 OY0712'EAST ON THE HIGHWAY FOR 0.45 MILE TO THE BENCH MARK ON THE RIGHT, 40
 OY0712'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 32 FEET EAST OF THE CENTER
 OY0712'OF A DRIVEWAY SOUTH TO RANCH BUILDINGS, 16 FEET SOUTHEAST OF THE EAST
 OY0712'END OF A CORRUGATED CULVERT, 3 FEET EAST OF A POWER POLE, 1-FOOT
 OY0712'NORTH OF THE RIGHT-OF-WAY FENCE LINE, AND 1-FOOT LOWER THAN THE
 OY0712'HIGHWAY, SET IN A CONCRETE MONUMENT THAT PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0442 ***********************************************************************
 OY0442  DESIGNATION -  B 121
 OY0442  PID         -  OY0442
 OY0442  STATE/COUNTY-  ID/BINGHAM
 OY0442  USGS QUAD   -  COFFEE POINT SW (1973)
 OY0442
 OY0442                         *CURRENT SURVEY CONTROL
 OY0442  ___________________________________________________________________
 OY0442* NAD 83(1986)-  43 03 19.     (N)    112 55 09.     (W)     SCALED    
 OY0442* NAVD 88     -      1397.769  (meters)    4585.85   (feet)  ADJUSTED  
 OY0442  ___________________________________________________________________
 OY0442  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 OY0442  DYNAMIC HT  -        1396.982 (meters)    4583.27  (feet)  COMP
 OY0442  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 OY0442
 OY0442  VERT ORDER  -  SECOND    CLASS 0
 OY0442
 OY0442.The horizontal coordinates were scaled from a topographic map and have
 OY0442.an estimated accuracy of +/- 6 seconds.
 OY0442
 OY0442.The orthometric height was determined by differential leveling
 OY0442.and adjusted by the National Geodetic Survey in June 1991..
 OY0442
 OY0442.The geoid height was determined by GEOID03.
 OY0442
 OY0442.The dynamic height is computed by dividing the NAVD 88
 OY0442.geopotential number by the normal gravity value computed on the
 OY0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0442.degrees latitude (g = 980.6199 gals.).
 OY0442
 OY0442.The modeled gravity was interpolated from observed gravity values.
 OY0442
 OY0442;                    North         East    Units  Estimated Accuracy
 OY0442;SPC ID E     -   154,510.      138,700.      MT  (+/- 180 meters Scaled)
 OY0442
 OY0442                          SUPERSEDED SURVEY CONTROL
 OY0442
 OY0442  NGVD 29 (??/??/92) 1396.723  (m)         4582.42   (f) ADJ UNCH    2 0
 OY0442
 OY0442.Superseded values are not recommended for survey control.
 OY0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0442.See file dsdata.txt to determine how the superseded data were derived.
 OY0442
 OY0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN437687(NAD 83)
 OY0442_MARKER: DB = BENCH MARK DISK
 OY0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0442_STAMPING: B 121 1958
 OY0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0442+STABILITY: SURFACE MOTION
 OY0442
 OY0442  HISTORY     - Date     Condition        Report By
 OY0442  HISTORY     - 1958     MONUMENTED       CGS
 OY0442
 OY0442                          STATION DESCRIPTION
 OY0442
 OY0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0442'10.9 MI W FROM STERLING.
 OY0442'4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AND GROCERY
 OY0442'STORE AT STERLING, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 39,
 OY0442'THENCE 2.05 MILES WEST ALONG A GRAVEL ROAD, THENCE 3.8 MILES WEST
 OY0442'ALONG A DIRT ROAD, ON THE OUTSIDE OF A SHARP SOUTHWEST AND EAST CURVE,
 OY0442'55 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.9 FEET SOUTHEAST
 OY0442'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 OY0442'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0909 ***********************************************************************
 NU0909  DESIGNATION -  B 122
 NU0909  PID         -  NU0909
 NU0909  STATE/COUNTY-  ID/CASSIA
 NU0909  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0909
 NU0909                         *CURRENT SURVEY CONTROL
 NU0909  ___________________________________________________________________
 NU0909* NAD 83(1992)-  42 31 02.56158(N)    113 25 05.75330(W)     ADJUSTED  
 NU0909* NAVD 88     -      1369.014  (meters)    4491.51   (feet)  ADJUSTED  
 NU0909  ___________________________________________________________________
 NU0909  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 NU0909  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NU0909  DYNAMIC HT  -        1368.182 (meters)    4488.78  (feet)  COMP
 NU0909  MODELED GRAV-     979,965.9   (mgal)                       NAVD 88
 NU0909
 NU0909  HORZ ORDER  -  THIRD
 NU0909  VERT ORDER  -  SECOND    CLASS 0
 NU0909
 NU0909.The horizontal coordinates were established by classical geodetic methods
 NU0909.and adjusted by the National Geodetic Survey in July 1992..
 NU0909
 NU0909.The orthometric height was determined by differential leveling
 NU0909.and adjusted by the National Geodetic Survey in June 1991..
 NU0909
 NU0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0909
 NU0909.The geoid height was determined by GEOID03.
 NU0909
 NU0909.The dynamic height is computed by dividing the NAVD 88
 NU0909.geopotential number by the normal gravity value computed on the
 NU0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0909.degrees latitude (g = 980.6199 gals.).
 NU0909
 NU0909.The modeled gravity was interpolated from observed gravity values.
 NU0909
 NU0909;                    North         East     Units Scale Factor Converg.
 NU0909;SPC ID C     -    94,651.879   547,802.371   MT  0.99997547   +0 23 35.3
 NU0909;UTM  12      - 4,710,056.746   301,350.359   MT  1.00008554   -1 38 05.4
 NU0909
 NU0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0909!SPC ID C     -   0.99978760  x   0.99997547  =   0.99976308
 NU0909!UTM  12      -   0.99978760  x   1.00008554  =   0.99987312
 NU0909
 NU0909                          SUPERSEDED SURVEY CONTROL
 NU0909
 NU0909  NAD 83(1986)-  42 31 02.56017(N)    113 25 05.74867(W) AD(       ) 3
 NU0909  NAD 27      -  42 31 02.88200(N)    113 25 02.74600(W) AD(       ) 3
 NU0909  NGVD 29 (??/??/92) 1367.994  (m)         4488.16   (f) ADJ UNCH    2 0
 NU0909
 NU0909.Superseded values are not recommended for survey control.
 NU0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0909.See file dsdata.txt to determine how the superseded data were derived.
 NU0909
 NU0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN0135010057(NAD 83)
 NU0909_MARKER: DB = BENCH MARK DISK
 NU0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0909_STAMPING: B 122 1958
 NU0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0909+STABILITY: SURFACE MOTION
 NU0909
 NU0909  HISTORY     - Date     Condition        Report By
 NU0909  HISTORY     - 1958     MONUMENTED       CGS
 NU0909  HISTORY     - 1959     GOOD             CGS
 NU0909
 NU0909                          STATION DESCRIPTION
 NU0909
 NU0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0909'11.15 MI E FROM DECLO.
 NU0909'10.25 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF
 NU0909'STATE HIGHWAY 77 AT DECLO, THENCE 0.9 MILE EAST ALONG AN ASPHALT ROAD,
 NU0909'65 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH
 NU0909'DIRT ROAD, 32 FEET NORTH OF THE CENTER LINE OF THE ASPHALT ROAD, 2
 NU0909'FEET EAST OF THE EAST ONE OF THREE POWER POLES SUPPORTING THREE
 NU0909'TRANSFORMERS, 1.3 FEET SOUTH OF A FENCE, ABOUT 2 FEET HIGHER THAN THE
 NU0909'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 NU0909'THE GROUND.
 NU0909
 NU0909                          STATION RECOVERY (1959)
 NU0909
 NU0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WH)
 NU0909'A STANDARD BENCH MARK DISK SET IN A SQUARE CONCRETE POST
 NU0909'PROJECTING 4 INCHES, STAMPED B 122 1958, AND REACHED FROM DECLO AT
 NU0909'THE INTERSECTION OF U.S. HIGHWAY 30S AND STATE ROUTE 77, GO EAST
 NU0909'ON THE HIGHWAY 10.05 MILES TO AN OILED SIDE ROAD TO THE LEFT,
 NU0909'TURN UPON THE OILED ROAD, EAST, GOING 0.9 MILE TO A GROUP OF
 NU0909'RANCH BUILDINGS TO LEFT, AND THE BENCH MARK IS SET 28 FEET
 NU0909'NORTH FROM THE CENTER OF THE ROAD, 1 FOOT SOUTH OF THE FENCE
 NU0909'LINE AND 3 FEET EAST OF THE EAST ONE OF TWO POLES WITH
 NU0909'PLATFORM SUPPORTING TRANSFORMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0032 ***********************************************************************
 SV0032  DESIGNATION -  B 123
 SV0032  PID         -  SV0032
 SV0032  STATE/COUNTY-  ID/SHOSHONE
 SV0032  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV0032
 SV0032                         *CURRENT SURVEY CONTROL
 SV0032  ___________________________________________________________________
 SV0032* NAD 83(1986)-  47 52 38.     (N)    116 08 05.     (W)     SCALED    
 SV0032* NAVD 88     -       873.488  (meters)    2865.77   (feet)  ADJUSTED  
 SV0032  ___________________________________________________________________
 SV0032  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 SV0032  DYNAMIC HT  -         873.479 (meters)    2865.74  (feet)  COMP
 SV0032  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 SV0032
 SV0032  VERT ORDER  -  SECOND    CLASS 0
 SV0032
 SV0032.The horizontal coordinates were scaled from a topographic map and have
 SV0032.an estimated accuracy of +/- 6 seconds.
 SV0032
 SV0032.The orthometric height was determined by differential leveling
 SV0032.and adjusted by the National Geodetic Survey in June 1991..
 SV0032
 SV0032.The geoid height was determined by GEOID03.
 SV0032
 SV0032.The dynamic height is computed by dividing the NAVD 88
 SV0032.geopotential number by the normal gravity value computed on the
 SV0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0032.degrees latitude (g = 980.6199 gals.).
 SV0032
 SV0032.The modeled gravity was interpolated from observed gravity values.
 SV0032
 SV0032;                    North         East    Units  Estimated Accuracy
 SV0032;SPC ID W     -   690,190.      771,220.      MT  (+/- 180 meters Scaled)
 SV0032
 SV0032                          SUPERSEDED SURVEY CONTROL
 SV0032
 SV0032  NGVD 29 (??/??/92)  872.320  (m)         2861.94   (f) ADJ UNCH    2 0
 SV0032
 SV0032.Superseded values are not recommended for survey control.
 SV0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0032.See file dsdata.txt to determine how the superseded data were derived.
 SV0032
 SV0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP646030(NAD 83)
 SV0032_MARKER: DB = BENCH MARK DISK
 SV0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0032_STAMPING: B 123 1958
 SV0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0032+STABILITY: SURFACE MOTION
 SV0032
 SV0032  HISTORY     - Date     Condition        Report By
 SV0032  HISTORY     - 1958     MONUMENTED       CGS
 SV0032  HISTORY     - 1983     MARK NOT FOUND   NGS
 SV0032
 SV0032                          STATION DESCRIPTION
 SV0032
 SV0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0032'8.6 MI NE FROM MAGEE RANGER STATION.
 SV0032'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0032'THENCE 4.5 MILES EAST ALONG A GRAVEL ROAD, 47 FEET SOUTH OF THE CENTER
 SV0032'OF THE JUNCTION OF A DIRT ROAD LEADING NORTHEAST INTO SENATOR CREEK
 SV0032'CAMPGROUND, 26 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 69
 SV0032'FEET SOUTHEAST OF A POST SUPPORTING A SENATOR CREEK CAMPGROUND COEUR
 SV0032'DALENE NATIONAL FOREST SIGN, 2.0 FEET SOUTHEAST OF A WITNESS POST,
 SV0032'ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRET
 SV0032'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SV0032
 SV0032                          STATION RECOVERY (1983)
 SV0032
 SV0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0112 ***********************************************************************
 SV0112  DESIGNATION -  B 124
 SV0112  PID         -  SV0112
 SV0112  STATE/COUNTY-  ID/SHOSHONE
 SV0112  USGS QUAD   -  CATALDO (1996)
 SV0112
 SV0112                         *CURRENT SURVEY CONTROL
 SV0112  ___________________________________________________________________
 SV0112* NAD 83(1986)-  47 34 11.     (N)    116 15 11.     (W)     SCALED    
 SV0112* NAVD 88     -       671.585  (meters)    2203.36   (feet)  ADJUSTED  
 SV0112  ___________________________________________________________________
 SV0112  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 SV0112  DYNAMIC HT  -         671.591 (meters)    2203.38  (feet)  COMP
 SV0112  MODELED GRAV-     980,601.6   (mgal)                       NAVD 88
 SV0112
 SV0112  VERT ORDER  -  SECOND    CLASS 0
 SV0112
 SV0112.The horizontal coordinates were scaled from a topographic map and have
 SV0112.an estimated accuracy of +/- 6 seconds.
 SV0112
 SV0112.The orthometric height was determined by differential leveling
 SV0112.and adjusted by the National Geodetic Survey in June 1991..
 SV0112
 SV0112.The geoid height was determined by GEOID03.
 SV0112
 SV0112.The dynamic height is computed by dividing the NAVD 88
 SV0112.geopotential number by the normal gravity value computed on the
 SV0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0112.degrees latitude (g = 980.6199 gals.).
 SV0112
 SV0112.The modeled gravity was interpolated from observed gravity values.
 SV0112
 SV0112;                    North         East    Units  Estimated Accuracy
 SV0112;SPC ID W     -   656,050.      762,150.      MT  (+/- 180 meters Scaled)
 SV0112
 SV0112                          SUPERSEDED SURVEY CONTROL
 SV0112
 SV0112  NGVD 29 (??/??/92)  670.455  (m)         2199.65   (f) ADJ UNCH    2 0
 SV0112
 SV0112.Superseded values are not recommended for survey control.
 SV0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0112.See file dsdata.txt to determine how the superseded data were derived.
 SV0112
 SV0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN561687(NAD 83)
 SV0112_MARKER: DB = BENCH MARK DISK
 SV0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0112_SP_SET: ABUTMENT
 SV0112_STAMPING: B 124 1958
 SV0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0112
 SV0112  HISTORY     - Date     Condition        Report By
 SV0112  HISTORY     - 1958     MONUMENTED       CGS
 SV0112
 SV0112                          STATION DESCRIPTION
 SV0112
 SV0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0112'2.2 MI NE FROM KINGSTON.
 SV0112'2.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 SV0112'HIGHWAY 10 AT KINGSTON, IN TOP OF THE SOUTH END OF THE EAST CONCRETE
 SV0112'ABUTMENT OF A LARGE BRIDGE OVER THE COEUR DALENE RIVER, 11 FEET SOUTH
 SV0112'OF THE CENTER LINE OF THE ROAD, 0.7 FOOT NORTH OF THE END OF THE SOUTH
 SV0112'ABUTMENT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0195 ***********************************************************************
 RZ0195  DESIGNATION -  B 125
 RZ0195  PID         -  RZ0195
 RZ0195  STATE/COUNTY-  ID/CLEARWATER
 RZ0195  USGS QUAD   -  OROFINO EAST (1994)
 RZ0195
 RZ0195                         *CURRENT SURVEY CONTROL
 RZ0195  ___________________________________________________________________
 RZ0195* NAD 83(1986)-  46 27 24.     (N)    116 13 06.     (W)     SCALED    
 RZ0195* NAVD 88     -       319.150  (meters)    1047.08   (feet)  ADJUSTED  
 RZ0195  ___________________________________________________________________
 RZ0195  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 RZ0195  DYNAMIC HT  -         319.143 (meters)    1047.06  (feet)  COMP
 RZ0195  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 RZ0195
 RZ0195  VERT ORDER  -  SECOND    CLASS 0
 RZ0195
 RZ0195.The horizontal coordinates were scaled from a topographic map and have
 RZ0195.an estimated accuracy of +/- 6 seconds.
 RZ0195
 RZ0195.The orthometric height was determined by differential leveling
 RZ0195.and adjusted by the National Geodetic Survey in June 1991..
 RZ0195
 RZ0195.The geoid height was determined by GEOID03.
 RZ0195
 RZ0195.The dynamic height is computed by dividing the NAVD 88
 RZ0195.geopotential number by the normal gravity value computed on the
 RZ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0195.degrees latitude (g = 980.6199 gals.).
 RZ0195
 RZ0195.The modeled gravity was interpolated from observed gravity values.
 RZ0195
 RZ0195;                    North         East    Units  Estimated Accuracy
 RZ0195;SPC ID W     -   532,310.      764,020.      MT  (+/- 180 meters Scaled)
 RZ0195
 RZ0195                          SUPERSEDED SURVEY CONTROL
 RZ0195
 RZ0195  NGVD 29 (??/??/92)  318.129  (m)         1043.73   (f) ADJ UNCH    2 0
 RZ0195
 RZ0195.Superseded values are not recommended for survey control.
 RZ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0195.See file dsdata.txt to determine how the superseded data were derived.
 RZ0195
 RZ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM600450(NAD 83)
 RZ0195_MARKER: DB = BENCH MARK DISK
 RZ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0195_STAMPING: B 125 1935
 RZ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0195+STABILITY: SURFACE MOTION
 RZ0195
 RZ0195  HISTORY     - Date     Condition        Report By
 RZ0195  HISTORY     - 1935     MONUMENTED       CGS
 RZ0195  HISTORY     - 1967     MARK NOT FOUND   USGS
 RZ0195
 RZ0195                          STATION DESCRIPTION
 RZ0195
 RZ0195'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RZ0195'2.7 MI E FROM OROFINO.
 RZ0195'2.7 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0195'OROFINO, 166 YARDS EAST OF A LIME PLANT, 200 YARDS EAST OF THE STATION
 RZ0195'SIGN AT JORDAN, 430 FEET WEST OF MILEPOST 32, 12.2 FEET SOUTHEAST OF
 RZ0195'THE THIRD POLE WEST OF THE MILEPOST, 25 FEET NORTH OF THE CENTER LINE
 RZ0195'OF THE TRACK, AND 2 FEET HIGHER THAN THE TRACK.  SET IN THE TOP OF A
 RZ0195'CONCRETE POST.  NOTE-- THE GENERAL AREA OF THE DESCRIPTION HAD BEEN
 RZ0195'BULLDOZED OUT FOR FILL DUE TO A FLOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0259 ***********************************************************************
 RZ0259  DESIGNATION -  B 126
 RZ0259  PID         -  RZ0259
 RZ0259  STATE/COUNTY-  ID/NEZ PERCE
 RZ0259  USGS QUAD   -  LAPWAI (1972)
 RZ0259
 RZ0259                         *CURRENT SURVEY CONTROL
 RZ0259  ___________________________________________________________________
 RZ0259* NAD 83(1986)-  46 27 30.     (N)    116 47 19.     (W)     SCALED    
 RZ0259* NAVD 88     -       252.506  (meters)     828.43   (feet)  ADJUSTED  
 RZ0259  ___________________________________________________________________
 RZ0259  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 RZ0259  DYNAMIC HT  -         252.505 (meters)     828.43  (feet)  COMP
 RZ0259  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 RZ0259
 RZ0259  VERT ORDER  -  FIRST     CLASS II
 RZ0259
 RZ0259.The horizontal coordinates were scaled from a topographic map and have
 RZ0259.an estimated accuracy of +/- 6 seconds.
 RZ0259
 RZ0259.The orthometric height was determined by differential leveling
 RZ0259.and adjusted by the National Geodetic Survey in June 1991..
 RZ0259
 RZ0259.The geoid height was determined by GEOID03.
 RZ0259
 RZ0259.The dynamic height is computed by dividing the NAVD 88
 RZ0259.geopotential number by the normal gravity value computed on the
 RZ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0259.degrees latitude (g = 980.6199 gals.).
 RZ0259
 RZ0259.The modeled gravity was interpolated from observed gravity values.
 RZ0259
 RZ0259;                    North         East    Units  Estimated Accuracy
 RZ0259;SPC ID W     -   532,910.      720,220.      MT  (+/- 180 meters Scaled)
 RZ0259
 RZ0259                          SUPERSEDED SURVEY CONTROL
 RZ0259
 RZ0259  NGVD 29 (??/??/92)  251.516  (m)          825.18   (f) ADJ UNCH    1 2
 RZ0259
 RZ0259.Superseded values are not recommended for survey control.
 RZ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0259.See file dsdata.txt to determine how the superseded data were derived.
 RZ0259
 RZ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM162449(NAD 83)
 RZ0259_MARKER: DB = BENCH MARK DISK
 RZ0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0259_SP_SET: MONUMENT
 RZ0259_STAMPING: B 126 1935
 RZ0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ0259+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 RZ0259
 RZ0259  HISTORY     - Date     Condition        Report By
 RZ0259  HISTORY     - 1935     MONUMENTED       CGS
 RZ0259  HISTORY     - 1959     GOOD             NGS
 RZ0259  HISTORY     - 20060520 GOOD             GEOCAC
 RZ0259
 RZ0259                          STATION DESCRIPTION
 RZ0259
 RZ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0259'1.6 MI NE FROM SPALDING.
 RZ0259'ABOUT 1.6 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY (CAMAS
 RZ0259'PRAIRIE RAILROAD) FROM THE STATION AT SPALDING, 71 FEET NORTHEAST OF
 RZ0259'MILEPOST 125.  49 FEET EAST OF THE CENTERLINE OF THE RAILROAD TRACK,
 RZ0259'IN THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK STAMPED B 126 1935
 RZ0259'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT.
 RZ0259
 RZ0259                          STATION RECOVERY (2006)
 RZ0259
 RZ0259'RECOVERY NOTE BY GEOCACHING 2006 (IA)
 RZ0259'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0003 ***********************************************************************
 RZ0003  DESIGNATION -  B 128
 RZ0003  PID         -  RZ0003
 RZ0003  STATE/COUNTY-  ID/CLEARWATER
 RZ0003  USGS QUAD   -  AHSAHKA (1994)
 RZ0003
 RZ0003                         *CURRENT SURVEY CONTROL
 RZ0003  ___________________________________________________________________
 RZ0003* NAD 83(1986)-  46 31 50.     (N)    116 18 02.     (W)     SCALED    
 RZ0003* NAVD 88     -       313.518  (meters)    1028.60   (feet)  ADJUSTED  
 RZ0003  ___________________________________________________________________
 RZ0003  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 RZ0003  DYNAMIC HT  -         313.514 (meters)    1028.59  (feet)  COMP
 RZ0003  MODELED GRAV-     980,593.7   (mgal)                       NAVD 88
 RZ0003
 RZ0003  VERT ORDER  -  SECOND    CLASS 0
 RZ0003
 RZ0003.The horizontal coordinates were scaled from a topographic map and have
 RZ0003.an estimated accuracy of +/- 6 seconds.
 RZ0003
 RZ0003.The orthometric height was determined by differential leveling
 RZ0003.and adjusted by the National Geodetic Survey in June 1991..
 RZ0003
 RZ0003.The geoid height was determined by GEOID03.
 RZ0003
 RZ0003.The dynamic height is computed by dividing the NAVD 88
 RZ0003.geopotential number by the normal gravity value computed on the
 RZ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0003.degrees latitude (g = 980.6199 gals.).
 RZ0003
 RZ0003.The modeled gravity was interpolated from observed gravity values.
 RZ0003
 RZ0003;                    North         East    Units  Estimated Accuracy
 RZ0003;SPC ID W     -   540,560.      757,760.      MT  (+/- 180 meters Scaled)
 RZ0003
 RZ0003                          SUPERSEDED SURVEY CONTROL
 RZ0003
 RZ0003  NGVD 29 (??/??/92)  312.495  (m)         1025.24   (f) ADJ UNCH    2 0
 RZ0003
 RZ0003.Superseded values are not recommended for survey control.
 RZ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0003.See file dsdata.txt to determine how the superseded data were derived.
 RZ0003
 RZ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM536532(NAD 83)
 RZ0003_MARKER: DB = BENCH MARK DISK
 RZ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0003_STAMPING: B-128 1935
 RZ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0003+STABILITY: SURFACE MOTION
 RZ0003
 RZ0003  HISTORY     - Date     Condition        Report By
 RZ0003  HISTORY     - 1934     MONUMENTED       CGS
 RZ0003  HISTORY     - 1959     MARK NOT FOUND   NGS
 RZ0003
 RZ0003                          STATION DESCRIPTION
 RZ0003
 RZ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RZ0003'2.8 MI NE FROM AHSAHKA.
 RZ0003'2.8 MILES NORTHEAST OF, ALONG ELK RIVER ROAD, FROM NO. PAC. RY.
 RZ0003'STATION.  SET AT SMALL SHACK NOW OCCUPIED BY IRA WARD.  ABOUT 125 FEET
 RZ0003'SOUTHWEST OF SOUTHWEST BANK OF NORTH FORK OF CLEARWATER RIVER. 21 FEET
 RZ0003'NORTHEAST OF CENTERLINE OF DIRT ROAD.  8.6 FEET SOUTH OF SOUTHWEST
 RZ0003'CORNER OF SMALL SHACK.  2.5 FT. ABOVE LEVEL OF ROAD.  2.4 FEET
 RZ0003'SOUTHEAST OF TELEPHONE POLE.  0.9 FT. SOUTHWEST OF RAIL FENCE. TABLET
 RZ0003'SET IN PRECAST CONCRETE POST.
 RZ0003
 RZ0003                          STATION RECOVERY (1959)
 RZ0003
 RZ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0450 ***********************************************************************
 RY0450  DESIGNATION -  B 129
 RY0450  PID         -  RY0450
 RY0450  STATE/COUNTY-  ID/IDAHO
 RY0450  USGS QUAD   -  STITES (1966)
 RY0450
 RY0450                         *CURRENT SURVEY CONTROL
 RY0450  ___________________________________________________________________
 RY0450* NAD 83(1986)-  46 05 41.     (N)    115 58 46.     (W)     SCALED    
 RY0450* NAVD 88     -       400.619  (meters)    1314.36   (feet)  ADJUSTED  
 RY0450  ___________________________________________________________________
 RY0450  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 RY0450  DYNAMIC HT  -         400.584 (meters)    1314.25  (feet)  COMP
 RY0450  MODELED GRAV-     980,516.8   (mgal)                       NAVD 88
 RY0450
 RY0450  VERT ORDER  -  SECOND    CLASS 0
 RY0450
 RY0450.The horizontal coordinates were scaled from a topographic map and have
 RY0450.an estimated accuracy of +/- 6 seconds.
 RY0450
 RY0450.The orthometric height was determined by differential leveling
 RY0450.and adjusted by the National Geodetic Survey in June 1991..
 RY0450
 RY0450.The geoid height was determined by GEOID03.
 RY0450
 RY0450.The dynamic height is computed by dividing the NAVD 88
 RY0450.geopotential number by the normal gravity value computed on the
 RY0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0450.degrees latitude (g = 980.6199 gals.).
 RY0450
 RY0450.The modeled gravity was interpolated from observed gravity values.
 RY0450
 RY0450;                    North         East    Units  Estimated Accuracy
 RY0450;SPC ID W     -   491,990.      782,260.      MT  (+/- 180 meters Scaled)
 RY0450
 RY0450                          SUPERSEDED SURVEY CONTROL
 RY0450
 RY0450  NGVD 29 (??/??/92)  399.574  (m)         1310.94   (f) ADJ UNCH    2 0
 RY0450
 RY0450.Superseded values are not recommended for survey control.
 RY0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0450.See file dsdata.txt to determine how the superseded data were derived.
 RY0450
 RY0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM788050(NAD 83)
 RY0450_MARKER: DB = BENCH MARK DISK
 RY0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0450_STAMPING: B 129 1935
 RY0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0450+STABILITY: SURFACE MOTION
 RY0450
 RY0450  HISTORY     - Date     Condition        Report By
 RY0450  HISTORY     - 1935     MONUMENTED       CGS
 RY0450  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0450
 RY0450                          STATION DESCRIPTION
 RY0450
 RY0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0450'IN STITES.
 RY0450'AT STITES, IDAHO COUNTY, 65.7 FEET NORTHWEST OF THE NORTHWEST SIDE OF
 RY0450'THE NORTHERN PACIFIC RAILWAY STATION, IN AN ENCLOSED SMALL PARK, 25
 RY0450'FEET NORTHEAST OF THE CENTER LINE OF THE MAIN TRACK, 7.6 FEET
 RY0450'NORTHEAST OF THE NORTHEAST CORNER OF THE  PARK FENCE, 4.4 FEET
 RY0450'NORTHEST OF THE SOUTHWEST BOX ELDER TREE IN A LINE OF TREES, AND 2
 RY0450'FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED B 129
 RY0450'1935 AND SET IN THE TOP OF A CONCRETE POST.
 RY0450
 RY0450                          STATION RECOVERY (1964)
 RY0450
 RY0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0073 ***********************************************************************
 OZ0073  DESIGNATION -  B 13
 OZ0073  PID         -  OZ0073
 OZ0073  STATE/COUNTY-  ID/LINCOLN
 OZ0073  USGS QUAD   -  RICHFIELD (1979)
 OZ0073
 OZ0073                         *CURRENT SURVEY CONTROL
 OZ0073  ___________________________________________________________________
 OZ0073* NAD 83(1986)-  43 00 24.     (N)    114 14 28.     (W)     SCALED    
 OZ0073* NAVD 88     -      1269.130  (meters)    4163.80   (feet)  ADJUSTED  
 OZ0073  ___________________________________________________________________
 OZ0073  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 OZ0073  DYNAMIC HT  -        1268.489 (meters)    4161.70  (feet)  COMP
 OZ0073  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 OZ0073
 OZ0073  VERT ORDER  -  FIRST     CLASS II
 OZ0073
 OZ0073.The horizontal coordinates were scaled from a topographic map and have
 OZ0073.an estimated accuracy of +/- 6 seconds.
 OZ0073
 OZ0073.The orthometric height was determined by differential leveling
 OZ0073.and adjusted by the National Geodetic Survey in June 1991..
 OZ0073
 OZ0073.The geoid height was determined by GEOID03.
 OZ0073
 OZ0073.The dynamic height is computed by dividing the NAVD 88
 OZ0073.geopotential number by the normal gravity value computed on the
 OZ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0073.degrees latitude (g = 980.6199 gals.).
 OZ0073
 OZ0073.The modeled gravity was interpolated from observed gravity values.
 OZ0073
 OZ0073;                    North         East    Units  Estimated Accuracy
 OZ0073;SPC ID C     -   148,870.      480,340.      MT  (+/- 180 meters Scaled)
 OZ0073
 OZ0073                          SUPERSEDED SURVEY CONTROL
 OZ0073
 OZ0073  NGVD 29 (??/??/92) 1268.244  (m)         4160.90   (f) ADJ UNCH    1 2
 OZ0073
 OZ0073.Superseded values are not recommended for survey control.
 OZ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0073.See file dsdata.txt to determine how the superseded data were derived.
 OZ0073
 OZ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH248652(NAD 83)
 OZ0073_MARKER: DB = BENCH MARK DISK
 OZ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0073_STAMPING: 4161.022 B 13 1933
 OZ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0073+STABILITY: SURFACE MOTION
 OZ0073
 OZ0073  HISTORY     - Date     Condition        Report By
 OZ0073  HISTORY     - 1933     MONUMENTED       CGS
 OZ0073  HISTORY     - 1934     GOOD             NGS
 OZ0073  HISTORY     - 1973     MARK NOT FOUND   USGS
 OZ0073
 OZ0073                          STATION DESCRIPTION
 OZ0073
 OZ0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0073'5.3 MI SW FROM RICHFIELD.
 OZ0073'5.3 MILES SOUTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OZ0073'RICHFIELD, LINCOLN COUNTY, 1.0 MILE SOUTHWEST OF THE SIDING AT MARLEY,
 OZ0073'0.2 MILE NORTH OF A STONE FARMHOUSE, 120 FEET SOUTH OF MILEPOST 10, AT
 OZ0073'THE NORTHEAST EDGE OF A STOCK-ROAD CROSSING, 42 FEET SOUTHEAST OF THE
 OZ0073'CENTER LINE OF THE TRACK, 12 FEET NORTHWEST OF A FENCE AND A ROW OF
 OZ0073'COTTONWOOD TREES, AND 3.5 FEET LOWER THAN THE TRACK. A STANDARD DISK,
 OZ0073'STAMPED 4161.022 B 13 1933 AND SET IN THE TOP OF A CONCRETE POST
 OZ0073'PROJECTING 2 INCHES ABOVE GROUND.
 OZ0073
 OZ0073                          STATION RECOVERY (1973)
 OZ0073
 OZ0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0378 ***********************************************************************
 RY0378  DESIGNATION -  B 130
 RY0378  PID         -  RY0378
 RY0378  STATE/COUNTY-  ID/CLEARWATER
 RY0378  USGS QUAD   -  WHISKEY BUTTE (1994)
 RY0378
 RY0378                         *CURRENT SURVEY CONTROL
 RY0378  ___________________________________________________________________
 RY0378* NAD 83(1986)-  46 30 27.     (N)    115 53 48.     (W)     SCALED    
 RY0378* NAVD 88     -       818.609  (meters)    2685.72   (feet)  ADJUSTED  
 RY0378  ___________________________________________________________________
 RY0378  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 RY0378  DYNAMIC HT  -         818.524 (meters)    2685.44  (feet)  COMP
 RY0378  MODELED GRAV-     980,483.8   (mgal)                       NAVD 88
 RY0378
 RY0378  VERT ORDER  -  FIRST     CLASS II
 RY0378
 RY0378.The horizontal coordinates were scaled from a topographic map and have
 RY0378.an estimated accuracy of +/- 6 seconds.
 RY0378
 RY0378.The orthometric height was determined by differential leveling
 RY0378.and adjusted by the National Geodetic Survey in June 1991..
 RY0378
 RY0378.The geoid height was determined by GEOID03.
 RY0378
 RY0378.The dynamic height is computed by dividing the NAVD 88
 RY0378.geopotential number by the normal gravity value computed on the
 RY0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0378.degrees latitude (g = 980.6199 gals.).
 RY0378
 RY0378.The modeled gravity was interpolated from observed gravity values.
 RY0378
 RY0378;                    North         East    Units  Estimated Accuracy
 RY0378;SPC ID W     -   537,860.      788,740.      MT  (+/- 180 meters Scaled)
 RY0378
 RY0378                          SUPERSEDED SURVEY CONTROL
 RY0378
 RY0378  NGVD 29 (??/??/92)  817.532  (m)         2682.19   (f) ADJ UNCH    1 2
 RY0378
 RY0378.Superseded values are not recommended for survey control.
 RY0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0378.See file dsdata.txt to determine how the superseded data were derived.
 RY0378
 RY0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM846510(NAD 83)
 RY0378_MARKER: DB = BENCH MARK DISK
 RY0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0378_STAMPING: B 130 1935
 RY0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0378+STABILITY: SURFACE MOTION
 RY0378
 RY0378  HISTORY     - Date     Condition        Report By
 RY0378  HISTORY     - 1935     MONUMENTED       CGS
 RY0378
 RY0378                          STATION DESCRIPTION
 RY0378
 RY0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0378'6.3 MI W FROM PIERCE.
 RY0378'ABOUT 6.3 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RY0378'PUBLIC LIBRARY AT PIERCE, CLEARWATER COUNTY, ABOUT 0.6 MILE SOUTH OF
 RY0378'POORMAN SPUR, ABOUT 125 FEET NORTH OF MILEPOST 21, 65 FEET NORTHWEST
 RY0378'OF THE FIRST POLE NORTH OF THE MILEPOST, AT THE SOUTH END OF A CUT, AT
 RY0378'A SLIGHT CURVE, 28.8 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 RY0378'17.8 FEET NORTHWEST OF THE NORTH POST OF A RAIL RACK.  A STANDARD
 RY0378'DISK, STAMPED B 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0398 ***********************************************************************
 SV0398  DESIGNATION -  B 131
 SV0398  PID         -  SV0398
 SV0398  STATE/COUNTY-  ID/KOOTENAI
 SV0398  USGS QUAD   -  HAYDEN (1996)
 SV0398
 SV0398                         *CURRENT SURVEY CONTROL
 SV0398  ___________________________________________________________________
 SV0398* NAD 83(1986)-  47 48 10.     (N)    116 47 13.     (W)     SCALED    
 SV0398* NAVD 88     -       709.990  (meters)    2329.36   (feet)  ADJUSTED  
 SV0398  ___________________________________________________________________
 SV0398  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 SV0398  DYNAMIC HT  -         710.013 (meters)    2329.43  (feet)  COMP
 SV0398  MODELED GRAV-     980,621.5   (mgal)                       NAVD 88
 SV0398
 SV0398  VERT ORDER  -  SECOND    CLASS 0
 SV0398
 SV0398.The horizontal coordinates were scaled from a topographic map and have
 SV0398.an estimated accuracy of +/- 6 seconds.
 SV0398
 SV0398.The orthometric height was determined by differential leveling
 SV0398.and adjusted by the National Geodetic Survey in June 1991..
 SV0398
 SV0398.The geoid height was determined by GEOID03.
 SV0398
 SV0398.The dynamic height is computed by dividing the NAVD 88
 SV0398.geopotential number by the normal gravity value computed on the
 SV0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0398.degrees latitude (g = 980.6199 gals.).
 SV0398
 SV0398.The modeled gravity was interpolated from observed gravity values.
 SV0398
 SV0398;                    North         East    Units  Estimated Accuracy
 SV0398;SPC ID W     -   682,360.      722,330.      MT  (+/- 180 meters Scaled)
 SV0398
 SV0398                          SUPERSEDED SURVEY CONTROL
 SV0398
 SV0398  NGVD 29 (??/??/92)  708.808  (m)         2325.48   (f) ADJ UNCH    2 0
 SV0398
 SV0398.Superseded values are not recommended for survey control.
 SV0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0398.See file dsdata.txt to determine how the superseded data were derived.
 SV0398
 SV0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN159944(NAD 83)
 SV0398_MARKER: DB = BENCH MARK DISK
 SV0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0398_STAMPING: B 131 1935
 SV0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0398+STABILITY: SURFACE MOTION
 SV0398
 SV0398  HISTORY     - Date     Condition        Report By
 SV0398  HISTORY     - 1935     MONUMENTED       CGS
 SV0398  HISTORY     - 1971     GOOD             IDDT
 SV0398
 SV0398                          STATION DESCRIPTION
 SV0398
 SV0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0398'8.7 MI N FROM COEUR DALENE.
 SV0398'8.7 MILES NORTH ALONG GOVERNMENT WAY AND U.S. HIGHWAY 95 FROM THE
 SV0398'COUNTY COURTHOUSE AT COEUR DALENE, KOOTENAI COUNTY, 2.1 MILES SOUTH OF
 SV0398'GARWOOD, ABOUT 150 FEET NORTHWEST OF THE POINT OF A ROCK-RIDGE CLIFF,
 SV0398'49 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF RATHDRUM ROAD, 42.5
 SV0398'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET SOUTHEAST OF THE
 SV0398'CENTERLINE OF RATHDRUM ROAD.  A STANDARD DISK, STAMPED B 131 1935 AND
 SV0398'SET IN THE TOP OF A CONCRETE POST.
 SV0398
 SV0398                          STATION RECOVERY (1971)
 SV0398
 SV0398'RECOVERY NOTE BY ID DEPT OF TRANSP 1971
 SV0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0463 ***********************************************************************
 SV0463  DESIGNATION -  B 132
 SV0463  PID         -  SV0463
 SV0463  STATE/COUNTY-  ID/KOOTENAI
 SV0463  USGS QUAD   -  LANE (1981)
 SV0463
 SV0463                         *CURRENT SURVEY CONTROL
 SV0463  ___________________________________________________________________
 SV0463* NAD 83(1986)-  47 37 29.     (N)    116 32 20.     (W)     SCALED    
 SV0463* NAVD 88     -       853.349  (meters)    2799.70   (feet)  ADJUSTED  
 SV0463  ___________________________________________________________________
 SV0463  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 SV0463  DYNAMIC HT  -         853.351 (meters)    2799.70  (feet)  COMP
 SV0463  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 SV0463
 SV0463  VERT ORDER  -  SECOND    CLASS 0
 SV0463
 SV0463.The horizontal coordinates were scaled from a topographic map and have
 SV0463.an estimated accuracy of +/- 6 seconds.
 SV0463
 SV0463.The orthometric height was determined by differential leveling
 SV0463.and adjusted by the National Geodetic Survey in June 1991..
 SV0463
 SV0463.The geoid height was determined by GEOID03.
 SV0463
 SV0463.The dynamic height is computed by dividing the NAVD 88
 SV0463.geopotential number by the normal gravity value computed on the
 SV0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0463.degrees latitude (g = 980.6199 gals.).
 SV0463
 SV0463.The modeled gravity was interpolated from observed gravity values.
 SV0463
 SV0463;                    North         East    Units  Estimated Accuracy
 SV0463;SPC ID W     -   662,350.      740,710.      MT  (+/- 180 meters Scaled)
 SV0463
 SV0463                          SUPERSEDED SURVEY CONTROL
 SV0463
 SV0463  NGVD 29 (??/??/92)  852.214  (m)         2795.97   (f) ADJ UNCH    2 0
 SV0463
 SV0463.Superseded values are not recommended for survey control.
 SV0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0463.See file dsdata.txt to determine how the superseded data were derived.
 SV0463
 SV0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN346746(NAD 83)
 SV0463_MARKER: DB = BENCH MARK DISK
 SV0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0463_STAMPING: B 132 1935
 SV0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0463+STABILITY: SURFACE MOTION
 SV0463
 SV0463  HISTORY     - Date     Condition        Report By
 SV0463  HISTORY     - 1935     MONUMENTED       CGS
 SV0463  HISTORY     - 1957     MARK NOT FOUND   USGS
 SV0463
 SV0463                          STATION DESCRIPTION
 SV0463
 SV0463'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SV0463'14.5 MI NW FROM CATALDO.
 SV0463'14.5 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON-WASHINGTON
 SV0463'RAILROAD AND NAVIGATION COMPANY STATION AT CATALDO, KOOTENAI COUNTY,
 SV0463'58 FEET NORTH OF THE CENTER OF THE INTERSECTION OF A TRAIL, 58 FEET
 SV0463'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 39 FEET NORTH OF THE
 SV0463'CENTERLINE OF THE TRAIL, 59.6 FEET NORTHEAST OF A CONCRETE HIGHWAY
 SV0463'MARKER, IN LINE WITH A ROW OF TELEPHONE POLES, AT THE SOUTHWEST END OF
 SV0463'A CUT, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 SV0463'STAMPED B 132 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROAD
 SV0463'CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0276 ***********************************************************************
 SV0276  DESIGNATION -  B 133
 SV0276  PID         -  SV0276
 SV0276  STATE/COUNTY-  ID/KOOTENAI
 SV0276  USGS QUAD   -  HARRISON (1996)
 SV0276
 SV0276                         *CURRENT SURVEY CONTROL
 SV0276  ___________________________________________________________________
 SV0276* NAD 83(1986)-  47 26 11.     (N)    116 45 56.     (W)     SCALED    
 SV0276* NAVD 88     -       653.499  (meters)    2144.02   (feet)  ADJUSTED  
 SV0276  ___________________________________________________________________
 SV0276  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 SV0276  DYNAMIC HT  -         653.495 (meters)    2144.01  (feet)  COMP
 SV0276  MODELED GRAV-     980,585.9   (mgal)                       NAVD 88
 SV0276
 SV0276  VERT ORDER  -  SECOND    CLASS 0
 SV0276
 SV0276.The horizontal coordinates were scaled from a topographic map and have
 SV0276.an estimated accuracy of +/- 6 seconds.
 SV0276
 SV0276.The orthometric height was determined by differential leveling
 SV0276.and adjusted by the National Geodetic Survey in June 1991..
 SV0276
 SV0276.The geoid height was determined by GEOID03.
 SV0276
 SV0276.The dynamic height is computed by dividing the NAVD 88
 SV0276.geopotential number by the normal gravity value computed on the
 SV0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0276.degrees latitude (g = 980.6199 gals.).
 SV0276
 SV0276.The modeled gravity was interpolated from observed gravity values.
 SV0276
 SV0276;                    North         East    Units  Estimated Accuracy
 SV0276;SPC ID W     -   641,610.      723,400.      MT  (+/- 180 meters Scaled)
 SV0276
 SV0276                          SUPERSEDED SURVEY CONTROL
 SV0276
 SV0276  NGVD 29 (??/??/92)  652.376  (m)         2140.34   (f) ADJ UNCH    2 0
 SV0276
 SV0276.Superseded values are not recommended for survey control.
 SV0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0276.See file dsdata.txt to determine how the superseded data were derived.
 SV0276
 SV0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN176536(NAD 83)
 SV0276_MARKER: DB = BENCH MARK DISK
 SV0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0276_STAMPING: B 133 1935
 SV0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0276+STABILITY: SURFACE MOTION
 SV0276
 SV0276  HISTORY     - Date     Condition        Report By
 SV0276  HISTORY     - 1935     MONUMENTED       CGS
 SV0276  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0276
 SV0276                          STATION DESCRIPTION
 SV0276
 SV0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0276'1.4 MI SW FROM HARRISON.
 SV0276'1.4 MILES SOUTHWEST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0276'NAVIGATION CO. RAILROAD FROM THE STATION AT HARRISON, KOOTENAI COUNTY,
 SV0276'0.2 MILE NORTHWEST OF MILEPOST 29, ON THE UPSLOPE OF A HILL LYING
 SV0276'NORTHWEST, 65 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD, 43.4
 SV0276'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 2.4 FEET NORTHEAST
 SV0276'OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED B 133 1935 AND SET IN
 SV0276'THE TOP OF A CONCRETE POST.
 SV0276
 SV0276                          STATION RECOVERY (1976)
 SV0276
 SV0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0279 ***********************************************************************
 SV0279  DESIGNATION -  B 134
 SV0279  PID         -  SV0279
 SV0279  STATE/COUNTY-  ID/KOOTENAI
 SV0279  USGS QUAD   -  BLACK LAKE (1996)
 SV0279
 SV0279                         *CURRENT SURVEY CONTROL
 SV0279  ___________________________________________________________________
 SV0279* NAD 83(1986)-  47 28 41.     (N)    116 44 03.     (W)     SCALED    
 SV0279* NAVD 88     -       650.179  (meters)    2133.13   (feet)  ADJUSTED  
 SV0279  ___________________________________________________________________
 SV0279  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SV0279  DYNAMIC HT  -         650.167 (meters)    2133.09  (feet)  COMP
 SV0279  MODELED GRAV-     980,575.0   (mgal)                       NAVD 88
 SV0279
 SV0279  VERT ORDER  -  SECOND    CLASS 0
 SV0279
 SV0279.The horizontal coordinates were scaled from a topographic map and have
 SV0279.an estimated accuracy of +/- 6 seconds.
 SV0279
 SV0279.The orthometric height was determined by differential leveling
 SV0279.and adjusted by the National Geodetic Survey in June 1991..
 SV0279
 SV0279.The geoid height was determined by GEOID03.
 SV0279
 SV0279.The dynamic height is computed by dividing the NAVD 88
 SV0279.geopotential number by the normal gravity value computed on the
 SV0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0279.degrees latitude (g = 980.6199 gals.).
 SV0279
 SV0279.The modeled gravity was interpolated from observed gravity values.
 SV0279
 SV0279;                    North         East    Units  Estimated Accuracy
 SV0279;SPC ID W     -   646,210.      725,820.      MT  (+/- 180 meters Scaled)
 SV0279
 SV0279                          SUPERSEDED SURVEY CONTROL
 SV0279
 SV0279  NGVD 29 (??/??/92)  649.049  (m)         2129.42   (f) ADJ UNCH    2 0
 SV0279
 SV0279.Superseded values are not recommended for survey control.
 SV0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0279.See file dsdata.txt to determine how the superseded data were derived.
 SV0279
 SV0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN200583(NAD 83)
 SV0279_MARKER: DB = BENCH MARK DISK
 SV0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0279_STAMPING: B 134 1935
 SV0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0279+STABILITY: SURFACE MOTION
 SV0279
 SV0279  HISTORY     - Date     Condition        Report By
 SV0279  HISTORY     - 1935     MONUMENTED       CGS
 SV0279
 SV0279                          STATION DESCRIPTION
 SV0279
 SV0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0279'IN SPRINGSTON.
 SV0279'AT SPRINGSTON, KOOTENAI COUNTY, 0.1 MILE SOUTHWEST OF THE OLD
 SV0279'OREGON-WASHINGTON RAILROAD AND NAVIGATION CO. STATION, 0.2 MILE
 SV0279'SOUTHWEST OF MILEPOST 34, 0.1 MILE SOUTHWEST OF THE POST OFFICE, 57.4
 SV0279'FEET NORTHEAST OF THE EAST CORNER OF THE GEORGE LEMON HOUSE, 39.4 FEET
 SV0279'NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AND 1.3 FEET NORTH OF
 SV0279'THE EAST CORNER OF A PICKET FENCE.  A STANDARD DISK, STAMPED B 134
 SV0279'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0044 ***********************************************************************
 QB0044  DESIGNATION -  B 137
 QB0044  PID         -  QB0044
 QB0044  STATE/COUNTY-  ID/ADAMS
 QB0044  USGS QUAD   -  MEADOWS (1973)
 QB0044
 QB0044                         *CURRENT SURVEY CONTROL
 QB0044  ___________________________________________________________________
 QB0044* NAD 83(1986)-  44 57 36.     (N)    116 14 48.     (W)     SCALED    
 QB0044* NAVD 88     -      1212.768  (meters)    3978.89   (feet)  ADJUSTED  
 QB0044  ___________________________________________________________________
 QB0044  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 QB0044  DYNAMIC HT  -        1212.309 (meters)    3977.38  (feet)  COMP
 QB0044  MODELED GRAV-     980,197.4   (mgal)                       NAVD 88
 QB0044
 QB0044  VERT ORDER  -  SECOND    CLASS 0
 QB0044
 QB0044.The horizontal coordinates were scaled from a topographic map and have
 QB0044.an estimated accuracy of +/- 6 seconds.
 QB0044
 QB0044.The orthometric height was determined by differential leveling
 QB0044.and adjusted by the National Geodetic Survey in June 1991..
 QB0044
 QB0044.The geoid height was determined by GEOID03.
 QB0044
 QB0044.The dynamic height is computed by dividing the NAVD 88
 QB0044.geopotential number by the normal gravity value computed on the
 QB0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0044.degrees latitude (g = 980.6199 gals.).
 QB0044
 QB0044.The modeled gravity was interpolated from observed gravity values.
 QB0044
 QB0044;                    North         East    Units  Estimated Accuracy
 QB0044;SPC ID W     -   365,980.      760,820.      MT  (+/- 180 meters Scaled)
 QB0044
 QB0044                          SUPERSEDED SURVEY CONTROL
 QB0044
 QB0044  NGVD 29 (??/??/92) 1211.630  (m)         3975.16   (f) ADJ UNCH    2 0
 QB0044
 QB0044.Superseded values are not recommended for survey control.
 QB0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0044.See file dsdata.txt to determine how the superseded data were derived.
 QB0044
 QB0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK594787(NAD 83)
 QB0044_MARKER: DD = SURVEY DISK
 QB0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0044_SP_SET: STEP
 QB0044_STAMPING: B 137 1935
 QB0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0044
 QB0044  HISTORY     - Date     Condition        Report By
 QB0044  HISTORY     - 1935     MONUMENTED       CGS
 QB0044  HISTORY     - 1973     GOOD             USGS
 QB0044
 QB0044                          STATION DESCRIPTION
 QB0044
 QB0044'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QB0044'1.8 MI E FROM NEW MEADOWS.
 QB0044'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 55 FROM THE JUNCTION WITH
 QB0044'U.S. HIGHWAY 95 AT NEW MEADOWS, ADAMS COUNTY, AT MEADOWS, 1 BLOCK
 QB0044'SOUTH OF STATE HIGHWAY 55, 4.5 FEET WEST OF THE MAIN ENTRANCE TO THE
 QB0044'FORMER SCHOOL BUILDING, AND IN THE TOP OF THE FOURTH STEP.  A STANDARD
 QB0044'DISK, STAMPED B 137 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0548 ***********************************************************************
 QA0548  DESIGNATION -  B 138
 QA0548  PID         -  QA0548
 QA0548  STATE/COUNTY-  ID/VALLEY
 QA0548  USGS QUAD   -  WARM LAKE (1988)
 QA0548
 QA0548                         *CURRENT SURVEY CONTROL
 QA0548  ___________________________________________________________________
 QA0548* NAD 83(1986)-  44 38 27.     (N)    115 38 42.     (W)     SCALED    
 QA0548* NAVD 88     -      1632.492  (meters)    5355.93   (feet)  POSTED    
 QA0548  ___________________________________________________________________
 QA0548  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 QA0548  DYNAMIC HT  -        1631.600 (meters)    5353.01  (feet)  COMP
 QA0548  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 QA0548
 QA0548  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QA0548
 QA0548.The horizontal coordinates were scaled from a topographic map and have
 QA0548.an estimated accuracy of +/- 6 seconds.
 QA0548
 QA0548.The orthometric height was determined by differential leveling
 QA0548.and adjusted by the National Geodetic Survey in 1992..
 QA0548.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QA0548.rate of 4.1 thru 8.0 mm/km.
 QA0548
 QA0548.The geoid height was determined by GEOID03.
 QA0548
 QA0548.The dynamic height is computed by dividing the NAVD 88
 QA0548.geopotential number by the normal gravity value computed on the
 QA0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0548.degrees latitude (g = 980.6199 gals.).
 QA0548
 QA0548.The modeled gravity was interpolated from observed gravity values.
 QA0548
 QA0548;                    North         East    Units  Estimated Accuracy
 QA0548;SPC ID W     -   330,400.      808,330.      MT  (+/- 180 meters Scaled)
 QA0548
 QA0548                          SUPERSEDED SURVEY CONTROL
 QA0548
 QA0548  NGVD 29 (??/??/92) 1631.214  (m)         5351.74   (f) ADJ UNCH    2 0
 QA0548
 QA0548.Superseded values are not recommended for survey control.
 QA0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0548.See file dsdata.txt to determine how the superseded data were derived.
 QA0548
 QA0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK074439(NAD 83)
 QA0548_MARKER: DB = BENCH MARK DISK
 QA0548_SETTING: 80 = SET IN A BOULDER
 QA0548_SP_SET: BOULDER
 QA0548_STAMPING: B 138 1935
 QA0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0548+STABILITY: SURFACE MOTION
 QA0548
 QA0548  HISTORY     - Date     Condition        Report By
 QA0548  HISTORY     - 1935     MONUMENTED       CGS
 QA0548
 QA0548                          STATION DESCRIPTION
 QA0548
 QA0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0548'3.3 MI SE FROM KNOX.
 QA0548'3.3 MILES SOUTHEAST ALONG THE LANDMARK ROAD FROM THE WARM LAKE ROAD
 QA0548'JUNCTION AT KNOX, VALLEY COUNTY, ABOUT 163 YARDS WEST OF THE CENTER OF
 QA0548'THE JUNCTION OF THE STALLE MEADOW TRAIL, ABOUT 155 YARDS EAST OF A
 QA0548'WHITE POST MARKED 17, ABOUT 125 FEET EAST OF A PIPE CULVERT, 55.5 FEET
 QA0548'SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET WEST OF A BOULDER, 13.5
 QA0548'FEET SOUTH OF A BLAZED POPLAR TREE, AND IN THE TOP OF A FLAT BOULDER
 QA0548'PROJECTING ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED B 138
 QA0548'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0072 ***********************************************************************
 QB0072  DESIGNATION -  B 139
 QB0072  PID         -  QB0072
 QB0072  STATE/COUNTY-  ID/VALLEY
 QB0072  USGS QUAD   -  DONNELLY (1985)
 QB0072
 QB0072                         *CURRENT SURVEY CONTROL
 QB0072  ___________________________________________________________________
 QB0072* NAD 83(1986)-  44 43 48.     (N)    116 04 26.     (W)     SCALED    
 QB0072* NAVD 88     -      1483.721  (meters)    4867.84   (feet)  ADJUSTED  
 QB0072  ___________________________________________________________________
 QB0072  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 QB0072  DYNAMIC HT  -        1483.052 (meters)    4865.65  (feet)  COMP
 QB0072  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 QB0072
 QB0072  VERT ORDER  -  SECOND    CLASS 0
 QB0072
 QB0072.The horizontal coordinates were scaled from a topographic map and have
 QB0072.an estimated accuracy of +/- 6 seconds.
 QB0072
 QB0072.The orthometric height was determined by differential leveling
 QB0072.and adjusted by the National Geodetic Survey in June 1991..
 QB0072
 QB0072.The geoid height was determined by GEOID03.
 QB0072
 QB0072.The dynamic height is computed by dividing the NAVD 88
 QB0072.geopotential number by the normal gravity value computed on the
 QB0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0072.degrees latitude (g = 980.6199 gals.).
 QB0072
 QB0072.The modeled gravity was interpolated from observed gravity values.
 QB0072
 QB0072;                    North         East    Units  Estimated Accuracy
 QB0072;SPC ID W     -   340,350.      774,340.      MT  (+/- 180 meters Scaled)
 QB0072
 QB0072                          SUPERSEDED SURVEY CONTROL
 QB0072
 QB0072  NGVD 29 (??/??/92) 1482.586  (m)         4864.12   (f) ADJ UNCH    2 0
 QB0072
 QB0072.Superseded values are not recommended for survey control.
 QB0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0072.See file dsdata.txt to determine how the superseded data were derived.
 QB0072
 QB0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK733533(NAD 83)
 QB0072_MARKER: DB = BENCH MARK DISK
 QB0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0072_SP_SET: STEP
 QB0072_STAMPING: B 139 1935
 QB0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0072
 QB0072  HISTORY     - Date     Condition        Report By
 QB0072  HISTORY     - 1935     MONUMENTED       CGS
 QB0072
 QB0072                          STATION DESCRIPTION
 QB0072
 QB0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0072'IN DONNELLY.
 QB0072'AT DONNELLY, VALLEY COUNTY, ABOUT 0.3 MILE SOUTHEAST ALONG STATE
 QB0072'HIGHWAY 15 FROM THE OREGON SHORT LINE RAILROAD STATION, AT THE HIGH
 QB0072'SCHOOL, 3 FEET SOUTH OF THE CENTER OF THE NORTH ENTRANCE OF THE
 QB0072'BUILDING, AND IN THE TOP OF A CONCRETE STEP.  A STANDARD DISK, STAMPED
 QB0072'B 139 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0097 ***********************************************************************
 OZ0097  DESIGNATION -  B 14
 OZ0097  PID         -  OZ0097
 OZ0097  STATE/COUNTY-  ID/BLAINE
 OZ0097  USGS QUAD   -  SEAMANS CREEK (1979)
 OZ0097
 OZ0097                         *CURRENT SURVEY CONTROL
 OZ0097  ___________________________________________________________________
 OZ0097* NAD 83(1986)-  43 26 00.     (N)    114 14 14.     (W)     SCALED    
 OZ0097* NAVD 88     -      1556.425  (meters)    5106.37   (feet)  ADJUSTED  
 OZ0097  ___________________________________________________________________
 OZ0097  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 OZ0097  DYNAMIC HT  -        1555.544 (meters)    5103.48  (feet)  COMP
 OZ0097  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 OZ0097
 OZ0097  VERT ORDER  -  FIRST     CLASS II
 OZ0097
 OZ0097.The horizontal coordinates were scaled from a topographic map and have
 OZ0097.an estimated accuracy of +/- 6 seconds.
 OZ0097
 OZ0097.The orthometric height was determined by differential leveling
 OZ0097.and adjusted by the National Geodetic Survey in June 1991..
 OZ0097
 OZ0097.The geoid height was determined by GEOID03.
 OZ0097
 OZ0097.The dynamic height is computed by dividing the NAVD 88
 OZ0097.geopotential number by the normal gravity value computed on the
 OZ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0097.degrees latitude (g = 980.6199 gals.).
 OZ0097
 OZ0097.The modeled gravity was interpolated from observed gravity values.
 OZ0097
 OZ0097;                    North         East    Units  Estimated Accuracy
 OZ0097;SPC ID C     -   196,270.      480,790.      MT  (+/- 180 meters Scaled)
 OZ0097
 OZ0097                          SUPERSEDED SURVEY CONTROL
 OZ0097
 OZ0097  NGVD 29 (??/??/92) 1555.338  (m)         5102.80   (f) ADJ UNCH    1 2
 OZ0097
 OZ0097.Superseded values are not recommended for survey control.
 OZ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0097.See file dsdata.txt to determine how the superseded data were derived.
 OZ0097
 OZ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ236126(NAD 83)
 OZ0097_MARKER: DB = BENCH MARK DISK
 OZ0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0097_SP_SET: CANAL
 OZ0097_STAMPING: 5102.913 B 14 1933
 OZ0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0097
 OZ0097  HISTORY     - Date     Condition        Report By
 OZ0097  HISTORY     - 1933     MONUMENTED       CGS
 OZ0097  HISTORY     - 1934     GOOD             NGS
 OZ0097
 OZ0097                          STATION DESCRIPTION
 OZ0097
 OZ0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0097'1.7 MI SE FROM BELLEVUE.
 OZ0097'1.7 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OZ0097'BELLEVUE, BLAINE COUNTY, 0.2 MILE NORTHWEST OF MILEPOST 50, 100 FEET
 OZ0097'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 35 FEET SOUTHWEST OF THE
 OZ0097'CENTER LINE OF STATE HIGHWAY 22, AND IN THE TOP OF THE NORTHEAST END
 OZ0097'WALL OF A CROSS CHECK OF AN IRRIGATION CANAL.  A STANDARD DISK,
 OZ0097'STAMPED 5102.913 B 14 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0157 ***********************************************************************
 QB0157  DESIGNATION -  B 140
 QB0157  PID         -  QB0157
 QB0157  STATE/COUNTY-  ID/VALLEY
 QB0157  USGS QUAD   -  ALPHA (1985)
 QB0157
 QB0157                         *CURRENT SURVEY CONTROL
 QB0157  ___________________________________________________________________
 QB0157* NAD 83(1986)-  44 22 39.     (N)    116 00 52.     (W)     SCALED    
 QB0157* NAVD 88     -      1489.514  (meters)    4886.85   (feet)  POSTED    
 QB0157  ___________________________________________________________________
 QB0157  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 QB0157  DYNAMIC HT  -        1488.820 (meters)    4884.57  (feet)  COMP
 QB0157  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 QB0157
 QB0157  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QB0157
 QB0157.The horizontal coordinates were scaled from a topographic map and have
 QB0157.an estimated accuracy of +/- 6 seconds.
 QB0157
 QB0157.The orthometric height was determined by differential leveling
 QB0157.and adjusted by the National Geodetic Survey in 1992..
 QB0157.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QB0157.rate of 4.1 thru 8.0 mm/km.
 QB0157
 QB0157.The geoid height was determined by GEOID03.
 QB0157
 QB0157.The dynamic height is computed by dividing the NAVD 88
 QB0157.geopotential number by the normal gravity value computed on the
 QB0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0157.degrees latitude (g = 980.6199 gals.).
 QB0157
 QB0157.The modeled gravity was interpolated from observed gravity values.
 QB0157
 QB0157;                    North         East    Units  Estimated Accuracy
 QB0157;SPC ID W     -   301,170.      778,930.      MT  (+/- 180 meters Scaled)
 QB0157
 QB0157                          SUPERSEDED SURVEY CONTROL
 QB0157
 QB0157  NGVD 29 (??/??/92) 1488.354  (m)         4883.04   (f) ADJ UNCH    2 0
 QB0157
 QB0157.Superseded values are not recommended for survey control.
 QB0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0157.See file dsdata.txt to determine how the superseded data were derived.
 QB0157
 QB0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK785142(NAD 83)
 QB0157_MARKER: DB = BENCH MARK DISK
 QB0157_SETTING: 80 = SET IN A BOULDER
 QB0157_SP_SET: BOULDER
 QB0157_STAMPING: B 140 1935
 QB0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0157+STABILITY: SURFACE MOTION
 QB0157
 QB0157  HISTORY     - Date     Condition        Report By
 QB0157  HISTORY     - 1935     MONUMENTED       CGS
 QB0157
 QB0157                          STATION DESCRIPTION
 QB0157
 QB0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0157'7.5 MI NE FROM SMITHS FERRY.
 QB0157'7.5 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE FIRE WARDEN
 QB0157'RESIDENCE AT SMITHS FERRY, VALLEY COUNTY, ABOUT 0.1 MILE NORTH OF THE
 QB0157'TOP OF A HILL, ABOUT 135 FEET NORTH OF A RIGHT-OF-WAY MARKER STAMPED
 QB0157'358+46.8 P.T., 31.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT
 QB0157'THE SOUTH END OF A GROUP OF BOULDERS, IN THE TOP OF A GRANITE BOULDER,
 QB0157'AND ABOUT 3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED B 140 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0582 ***********************************************************************
 OH0582  DESIGNATION -  B 141
 OH0582  PID         -  OH0582
 OH0582  STATE/COUNTY-  ID/CANYON
 OH0582  USGS QUAD   -  NAMPA (1971)
 OH0582
 OH0582                         *CURRENT SURVEY CONTROL
 OH0582  ___________________________________________________________________
 OH0582* NAD 83(1986)-  43 36 19.     (N)    116 32 30.     (W)     SCALED    
 OH0582* NAVD 88     -       758.670  (meters)    2489.07   (feet)  ADJUSTED  
 OH0582  ___________________________________________________________________
 OH0582  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 OH0582  DYNAMIC HT  -         758.410 (meters)    2488.22  (feet)  COMP
 OH0582  MODELED GRAV-     980,252.0   (mgal)                       NAVD 88
 OH0582
 OH0582  VERT ORDER  -  SECOND    CLASS 0
 OH0582
 OH0582.The horizontal coordinates were scaled from a topographic map and have
 OH0582.an estimated accuracy of +/- 6 seconds.
 OH0582
 OH0582.The orthometric height was determined by differential leveling
 OH0582.and adjusted by the National Geodetic Survey in June 1991..
 OH0582
 OH0582.The geoid height was determined by GEOID03.
 OH0582
 OH0582.The dynamic height is computed by dividing the NAVD 88
 OH0582.geopotential number by the normal gravity value computed on the
 OH0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0582.degrees latitude (g = 980.6199 gals.).
 OH0582
 OH0582.The modeled gravity was interpolated from observed gravity values.
 OH0582
 OH0582;                    North         East    Units  Estimated Accuracy
 OH0582;SPC ID W     -   215,640.      736,090.      MT  (+/- 180 meters Scaled)
 OH0582
 OH0582                          SUPERSEDED SURVEY CONTROL
 OH0582
 OH0582  NGVD 29 (??/??/92)  757.736  (m)         2486.01   (f) ADJ UNCH    2 0
 OH0582
 OH0582.Superseded values are not recommended for survey control.
 OH0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0582.See file dsdata.txt to determine how the superseded data were derived.
 OH0582
 OH0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ369281(NAD 83)
 OH0582_MARKER: DB = BENCH MARK DISK
 OH0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0582_SP_SET: SIPHON
 OH0582_STAMPING: B 141 1935
 OH0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0582+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2002
 OH0582
 OH0582  HISTORY     - Date     Condition        Report By
 OH0582  HISTORY     - 1935     MONUMENTED       CGS
 OH0582  HISTORY     - 1959     GOOD             NGS
 OH0582  HISTORY     - 1979     GOOD             NGS
 OH0582  HISTORY     - 20020626 GOOD             ORBITE
 OH0582
 OH0582                          STATION DESCRIPTION
 OH0582
 OH0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0582'1.7 MI NE FROM NAMPA.
 OH0582'1.7 MILES NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH0582'LAKEVIEW PARK AT NAMPA, CANYON COUNTY, 0.2 MILE SOUTHWEST OF MILEPOST
 OH0582'B 465, 800 FEET SOUTHWEST OF NAMPA LOOP JUNCTION, 27.4 FEET SOUTH OF
 OH0582'THE CENTER OF THE CROSSING OF AN EAST-AND-WEST ROAD, 7.8 FEET
 OH0582'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF THE
 OH0582'CONCRETE HEADWALL OF AN INVERTED IRRIGATION SIPHON.  A STANDARD DISK,
 OH0582'STAMPED B 141 1935.
 OH0582
 OH0582                          STATION RECOVERY (1979)
 OH0582
 OH0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0582'RECOVERED IN GOOD CONDITION.
 OH0582
 OH0582                          STATION RECOVERY (2002)
 OH0582
 OH0582'RECOVERY NOTE BY ORBITECH INC 2002 (SHG)
 OH0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0058 ***********************************************************************
 OH0058  DESIGNATION -  B 142
 OH0058  PID         -  OH0058
 OH0058  STATE/COUNTY-  ID/ADA
 OH0058  USGS QUAD   -  LUCKY PEAK (1972)
 OH0058
 OH0058                         *CURRENT SURVEY CONTROL
 OH0058  ___________________________________________________________________
 OH0058* NAD 83(1986)-  43 33 24.     (N)    116 05 54.     (W)     SCALED    
 OH0058* NAVD 88     -       862.117  (meters)    2828.46   (feet)  ADJUSTED  
 OH0058  ___________________________________________________________________
 OH0058  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 OH0058  DYNAMIC HT  -         861.770 (meters)    2827.32  (feet)  COMP
 OH0058  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 OH0058
 OH0058  VERT ORDER  -  SECOND    CLASS 0
 OH0058
 OH0058.The horizontal coordinates were scaled from a topographic map and have
 OH0058.an estimated accuracy of +/- 6 seconds.
 OH0058
 OH0058.The orthometric height was determined by differential leveling
 OH0058.and adjusted by the National Geodetic Survey in June 1991..
 OH0058
 OH0058.The geoid height was determined by GEOID03.
 OH0058
 OH0058.The dynamic height is computed by dividing the NAVD 88
 OH0058.geopotential number by the normal gravity value computed on the
 OH0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0058.degrees latitude (g = 980.6199 gals.).
 OH0058
 OH0058.The modeled gravity was interpolated from observed gravity values.
 OH0058
 OH0058;                    North         East    Units  Estimated Accuracy
 OH0058;SPC ID W     -   210,000.      771,860.      MT  (+/- 180 meters Scaled)
 OH0058
 OH0058                          SUPERSEDED SURVEY CONTROL
 OH0058
 OH0058  NGVD 29 (??/??/92)  861.13   (m)         2825.2    (f) COMPUTED    2 0
 OH0058
 OH0058.Superseded values are not recommended for survey control.
 OH0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0058.See file dsdata.txt to determine how the superseded data were derived.
 OH0058
 OH0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ728230(NAD 83)
 OH0058_MARKER: DB = BENCH MARK DISK
 OH0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0058_STAMPING: B-142 1935
 OH0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0058+STABILITY: SURFACE MOTION
 OH0058
 OH0058  HISTORY     - Date     Condition        Report By
 OH0058  HISTORY     - 1935     MONUMENTED       CGS
 OH0058  HISTORY     - 1971     MARK NOT FOUND   NGS
 OH0058
 OH0058                          STATION DESCRIPTION
 OH0058
 OH0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0058'7.3 MI SE FROM BOISE.
 OH0058'7.3 MILES SOUTHEAST OF, ALONG ST. HWY. NO. 21, FROM POST OFFICE 1 MILE
 OH0058'EAST OF BOISE PAYETTE LUMBER CO. SAWMILL.  160 FEET SOUTHEAST OF
 OH0058'NORTHEAST END OF CULVERT UNDER HIGHWAY.  55 FEET NORTHEAST OF
 OH0058'CENTERLINE OF ST. HWY. NO. 21.  5.8 FEET NORTHEAST OF NORTHWEST CORNER
 OH0058'OF FENCE.  TABLET SET IN PRECAST CONCRETE POST SET ON OUTSIDE OF
 OH0058'HIGHWAY CURVE.  TABLET SET IN PRECAST CONCRETE POST.
 OH0058
 OH0058                          STATION RECOVERY (1971)
 OH0058
 OH0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OH0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0666 ***********************************************************************
 OH0666  DESIGNATION -  B 143
 OH0666  PID         -  OH0666
 OH0666  STATE/COUNTY-  ID/CANYON
 OH0666  USGS QUAD   -  NAMPA (1971)
 OH0666
 OH0666                         *CURRENT SURVEY CONTROL
 OH0666  ___________________________________________________________________
 OH0666* NAD 83(1986)-  43 37 11.     (N)    116 34 38.     (W)     SCALED    
 OH0666* NAVD 88     -       752.245  (meters)    2467.99   (feet)  ADJUSTED  
 OH0666  ___________________________________________________________________
 OH0666  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 OH0666  DYNAMIC HT  -         751.989 (meters)    2467.15  (feet)  COMP
 OH0666  MODELED GRAV-     980,254.3   (mgal)                       NAVD 88
 OH0666
 OH0666  VERT ORDER  -  SECOND    CLASS 0
 OH0666
 OH0666.The horizontal coordinates were scaled from a topographic map and have
 OH0666.an estimated accuracy of +/- 6 seconds.
 OH0666
 OH0666.The orthometric height was determined by differential leveling
 OH0666.and adjusted by the National Geodetic Survey in June 1991..
 OH0666
 OH0666.The geoid height was determined by GEOID03.
 OH0666
 OH0666.The dynamic height is computed by dividing the NAVD 88
 OH0666.geopotential number by the normal gravity value computed on the
 OH0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0666.degrees latitude (g = 980.6199 gals.).
 OH0666
 OH0666.The modeled gravity was interpolated from observed gravity values.
 OH0666
 OH0666;                    North         East    Units  Estimated Accuracy
 OH0666;SPC ID W     -   217,280.      733,230.      MT  (+/- 180 meters Scaled)
 OH0666
 OH0666                          SUPERSEDED SURVEY CONTROL
 OH0666
 OH0666  NGVD 29 (??/??/92)  751.310  (m)         2464.92   (f) ADJ UNCH    2 0
 OH0666
 OH0666.Superseded values are not recommended for survey control.
 OH0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0666.See file dsdata.txt to determine how the superseded data were derived.
 OH0666
 OH0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ341297(NAD 83)
 OH0666_MARKER: DB = BENCH MARK DISK
 OH0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0666_SP_SET: IRRIGATION DITCH HEADWALL
 OH0666_STAMPING: B-143-1935
 OH0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0666+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2001
 OH0666
 OH0666  HISTORY     - Date     Condition        Report By
 OH0666  HISTORY     - 1935     MONUMENTED       CGS
 OH0666  HISTORY     - 1970     MARK NOT FOUND   NGS
 OH0666  HISTORY     - 20011210 GOOD             INDIV
 OH0666
 OH0666                          STATION DESCRIPTION
 OH0666
 OH0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0666'3.0 MI N FROM NAMPA.
 OH0666'3.0 MILES NORTH OF ALONG OREGON SHORT LINE RR, FROM O.S.L. RR STATION.
 OH0666'MARK LOCATED ABOUT 221 FEET SOUTHEAST OF MILE POST NO.3. 28.4 FEET
 OH0666'NORTH OF CENTERLINE OF GRAVEL ROAD.  12.6 FEET EAST OF CENTERLINE OF
 OH0666'TRACK.  TABLET SET HORIZONTALLY IN TOP OF EAST HEADWALL TO IRRIGATION
 OH0666'DITCH UNDER RAILROAD.
 OH0666
 OH0666                          STATION RECOVERY (1970)
 OH0666
 OH0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OH0666'MARK NOT FOUND.
 OH0666
 OH0666                          STATION RECOVERY (2001)
 OH0666
 OH0666'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (HWE)
 OH0666'THIS STATION WAS REPORTED AS DESTROYED IN 1970. WE HAVE RECOVERED THE
 OH0666'STATION AS DESCRIBED IN 1935.
 OH0666'HUGH W. EDWARDS, P.L.S.
 OH0666'PORTER'S LAND SURVEYING, INC., 921 S. CURTIS RD., BOISE IDAHO 83705.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0692 ***********************************************************************
 OH0692  DESIGNATION -  B 144
 OH0692  PID         -  OH0692
 OH0692  STATE/COUNTY-  ID/GEM
 OH0692  USGS QUAD   -  SOUTHWEST EMMETT (1970)
 OH0692
 OH0692                         *CURRENT SURVEY CONTROL
 OH0692  ___________________________________________________________________
 OH0692* NAD 83(1986)-  43 52 11.     (N)    116 31 02.     (W)     SCALED    
 OH0692* NAVD 88     -       720.742  (meters)    2364.63   (feet)  ADJUSTED  
 OH0692  ___________________________________________________________________
 OH0692  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 OH0692  DYNAMIC HT  -         720.502 (meters)    2363.85  (feet)  COMP
 OH0692  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 OH0692
 OH0692  VERT ORDER  -  SECOND    CLASS 0
 OH0692
 OH0692.The horizontal coordinates were scaled from a topographic map and have
 OH0692.an estimated accuracy of +/- 6 seconds.
 OH0692
 OH0692.The orthometric height was determined by differential leveling
 OH0692.and adjusted by the National Geodetic Survey in June 1991..
 OH0692
 OH0692.The geoid height was determined by GEOID03.
 OH0692
 OH0692.The dynamic height is computed by dividing the NAVD 88
 OH0692.geopotential number by the normal gravity value computed on the
 OH0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0692.degrees latitude (g = 980.6199 gals.).
 OH0692
 OH0692.The modeled gravity was interpolated from observed gravity values.
 OH0692
 OH0692;                    North         East    Units  Estimated Accuracy
 OH0692;SPC ID W     -   245,000.      738,330.      MT  (+/- 180 meters Scaled)
 OH0692
 OH0692                          SUPERSEDED SURVEY CONTROL
 OH0692
 OH0692  NGVD 29 (??/??/92)  719.790  (m)         2361.51   (f) ADJ UNCH    2 0
 OH0692
 OH0692.Superseded values are not recommended for survey control.
 OH0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0692.See file dsdata.txt to determine how the superseded data were derived.
 OH0692
 OH0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ387575(NAD 83)
 OH0692_MARKER: DB = BENCH MARK DISK
 OH0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0692_STAMPING: B 144 1935
 OH0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0692+STABILITY: SURFACE MOTION
 OH0692
 OH0692  HISTORY     - Date     Condition        Report By
 OH0692  HISTORY     - 1935     MONUMENTED       CGS
 OH0692  HISTORY     - 1970     MARK NOT FOUND   NGS
 OH0692
 OH0692                          STATION DESCRIPTION
 OH0692
 OH0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0692'0.9 MI SW FROM EMMETT.
 OH0692'ABOUT 0.9 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OH0692'STATION AT EMMETT, GEM COUNTY, ABOUT 0.4 MILE SOUTHWEST OF EMMETT
 OH0692'JUNCTION, ABOUT 200 FEET NORTH OF MILEPOST 26, ABOUT 1,200 FEET
 OH0692'SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 16, 48.2 FEET NORTHWEST OF
 OH0692'THE CENTER LINE OF THE TRACKS, AND 1.8 FEET SOUTHEAST OF THE
 OH0692'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 144 1935 AND SET IN
 OH0692'THE TOP OF A CONCRETE POST.  NOTE-- ADDITIONAL FILL, AND A NEW SIDE
 OH0692'TRACK HAS BEEN PLACED AT THIS MILEAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0688 ***********************************************************************
 OZ0688  DESIGNATION -  B 145
 OZ0688  PID         -  OZ0688
 OZ0688  STATE/COUNTY-  ID/BOISE
 OZ0688  USGS QUAD   -  RABBIT CREEK SUMMIT (1972)
 OZ0688
 OZ0688                         *CURRENT SURVEY CONTROL
 OZ0688  ___________________________________________________________________
 OZ0688* NAD 83(1986)-  43 52 09.     (N)    115 45 01.     (W)     SCALED    
 OZ0688* NAVD 88     -      1340.488  (meters)    4397.92   (feet)  ADJUSTED  
 OZ0688  ___________________________________________________________________
 OZ0688  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 OZ0688  DYNAMIC HT  -        1339.833 (meters)    4395.77  (feet)  COMP
 OZ0688  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 OZ0688
 OZ0688  VERT ORDER  -  SECOND    CLASS 0
 OZ0688
 OZ0688.The horizontal coordinates were scaled from a topographic map and have
 OZ0688.an estimated accuracy of +/- 6 seconds.
 OZ0688
 OZ0688.The orthometric height was determined by differential leveling
 OZ0688.and adjusted by the National Geodetic Survey in June 1991..
 OZ0688
 OZ0688.The geoid height was determined by GEOID03.
 OZ0688
 OZ0688.The dynamic height is computed by dividing the NAVD 88
 OZ0688.geopotential number by the normal gravity value computed on the
 OZ0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0688.degrees latitude (g = 980.6199 gals.).
 OZ0688
 OZ0688.The modeled gravity was interpolated from observed gravity values.
 OZ0688
 OZ0688;                    North         East    Units  Estimated Accuracy
 OZ0688;SPC ID W     -   244,660.      799,980.      MT  (+/- 180 meters Scaled)
 OZ0688
 OZ0688                          SUPERSEDED SURVEY CONTROL
 OZ0688
 OZ0688  NGVD 29 (??/??/92) 1339.377  (m)         4394.27   (f) ADJ UNCH    2 0
 OZ0688
 OZ0688.Superseded values are not recommended for survey control.
 OZ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0688.See file dsdata.txt to determine how the superseded data were derived.
 OZ0688
 OZ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ004581(NAD 83)
 OZ0688_MARKER: DB = BENCH MARK DISK
 OZ0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0688_STAMPING: B 145 1935
 OZ0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0688+STABILITY: SURFACE MOTION
 OZ0688
 OZ0688  HISTORY     - Date     Condition        Report By
 OZ0688  HISTORY     - 1935     MONUMENTED       CGS
 OZ0688
 OZ0688                          STATION DESCRIPTION
 OZ0688
 OZ0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0688'6.0 MI NE FROM IDAHO CITY.
 OZ0688'6.0 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0688'AT IDAHO CITY, BOISE COUNTY, 0.3 MILE NORTHEAST OF A ROAD LEADING WEST
 OZ0688'TO THE WASHINGTON MINE, 25 FEET SOUTHEAST OF THE CENTERLINE OF THE
 OZ0688'HIGHWAY, AND 17 FEET NORTHEAST OF A DRY DITCH.  A STANDARD DISK,
 OZ0688'STAMPED B 145 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0220 ***********************************************************************
 QB0220  DESIGNATION -  B 147
 QB0220  PID         -  QB0220
 QB0220  STATE/COUNTY-  ID/WASHINGTON
 QB0220  USGS QUAD   -  MANN CREEK SE (1987)
 QB0220
 QB0220                         *CURRENT SURVEY CONTROL
 QB0220  ___________________________________________________________________
 QB0220* NAD 83(1986)-  44 15 51.     (N)    116 45 16.     (W)     SCALED    
 QB0220* NAVD 88     -       717.984  (meters)    2355.59   (feet)  ADJUSTED  
 QB0220  ___________________________________________________________________
 QB0220  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 QB0220  DYNAMIC HT  -         717.769 (meters)    2354.88  (feet)  COMP
 QB0220  MODELED GRAV-     980,295.3   (mgal)                       NAVD 88
 QB0220
 QB0220  VERT ORDER  -  SECOND    CLASS 0
 QB0220
 QB0220.The horizontal coordinates were scaled from a topographic map and have
 QB0220.an estimated accuracy of +/- 6 seconds.
 QB0220
 QB0220.The orthometric height was determined by differential leveling
 QB0220.and adjusted by the National Geodetic Survey in June 1991..
 QB0220
 QB0220.The geoid height was determined by GEOID03.
 QB0220
 QB0220.The dynamic height is computed by dividing the NAVD 88
 QB0220.geopotential number by the normal gravity value computed on the
 QB0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0220.degrees latitude (g = 980.6199 gals.).
 QB0220
 QB0220.The modeled gravity was interpolated from observed gravity values.
 QB0220
 QB0220;                    North         East    Units  Estimated Accuracy
 QB0220;SPC ID W     -   289,030.      719,800.      MT  (+/- 180 meters Scaled)
 QB0220
 QB0220                          SUPERSEDED SURVEY CONTROL
 QB0220
 QB0220  NGVD 29 (??/??/92)  716.981  (m)         2352.30   (f) ADJ UNCH    2 0
 QB0220
 QB0220.Superseded values are not recommended for survey control.
 QB0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0220.See file dsdata.txt to determine how the superseded data were derived.
 QB0220
 QB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK196012(NAD 83)
 QB0220_MARKER: DB = BENCH MARK DISK
 QB0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0220_STAMPING: B 147 1935
 QB0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0220+STABILITY: SURFACE MOTION
 QB0220
 QB0220  HISTORY     - Date     Condition        Report By
 QB0220  HISTORY     - 1935     MONUMENTED       CGS
 QB0220  HISTORY     - 1983     GOOD             NGS
 QB0220  HISTORY     - 1983     GOOD             USGS
 QB0220
 QB0220                          STATION DESCRIPTION
 QB0220
 QB0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0220'11.9 MI E FROM WEISER.
 QB0220'ABOUT 11.9 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0220'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 1.0 MILE EAST OF THE
 QB0220'UNION PACIFIC RAILROAD STATION AT CRANE, ABOUT 1.0 MILE EAST OF A
 QB0220'BRIDGE OVER WEISER RIVER, ABOUT 0.2 MILE NORTHWEST OF A SMALL WOODEN
 QB0220'BRIDGE OVER A DRY WASH, ABOUT 80 YARDS SOUTHEAST OF A SLIGHT CURVE TO
 QB0220'NORTHEAST, ABOUT 105 FEET SOUTHEAST OF THE TOP OF A HILL, 27 FEET
 QB0220'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET NORTHWEST OF A GATE,
 QB0220'AND 1.5 FEET NORTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED B 147
 QB0220'1935 AND SET IN THE TOP OF A CONCRETE POST.
 QB0220
 QB0220                          STATION RECOVERY (1983)
 QB0220
 QB0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0220'0.18 KM (0.1 MI) NORTH ALONG EAST 2ND ST FROM THE COUNTY COURTHOUSE
 QB0220'AT WEISER, THENCE 18.65 KM (11.65 MI) EAST ALONG RIVER ROAD, THENCE
 QB0220'1.4 KM (0.9 MI) EAST ALONG SOUTH CRANE CREEK ROAD, 1.55 KM (0.95 MI)
 QB0220'SOUTHEAST OF THE NORTH END OF THE STEEL BRIDGE OVER THE WEISER RIVER,
 QB0220'AT THE NORTHWEST END OF A SHORT ROAD FILL. 73.4 M (241.O FT)
 QB0220'SOUTHWEST CENTERLINE ROAD, 8.2 M (27.0 FT) SOUTHWEST CENTERLINE OLD
 QB0220'ROAD GRADE, 4.5 M (15.0 FT) NORTHWEST OF THE NORTHWEST GATE POST FOR
 QB0220'A WIRE GATE, 0.5 M (1.5 FT) NORTHEAST OF A FENCE.
 QB0220
 QB0220                          STATION RECOVERY (1983)
 QB0220
 QB0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0220'ABOUT 11.9 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0220'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 1.0 MILE EAST OF A
 QB0220'BRIDGE OVER WEISER RIVER, ABOUT 0.2 MILE 0.2 MILE NORTHWEST ALONG THE
 QB0220'OLD ROAD SCAR FROM A WASHED OUT BRIDGE ON THE OLD ROAD, ABOUT 110 FT.
 QB0220'SOUTHEAST ALONG THE OLD SCAR FROM THE TOP OF A LOW HILL, 32 FT.
 QB0220'SOUTHWEST OF THE OLD SCAR, 240 FT. SOUTHWEST OF THE NEW ROAD, A
 QB0220'STANDARD DISK STAMPED B 147 1935 AND SET IN THE TOP OF A CONCRETE
 QB0220'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0240 ***********************************************************************
 QB0240  DESIGNATION -  B 148
 QB0240  PID         -  QB0240
 QB0240  STATE/COUNTY-  ID/PAYETTE
 QB0240  USGS QUAD   -  PAYETTE (1974)
 QB0240
 QB0240                         *CURRENT SURVEY CONTROL
 QB0240  ___________________________________________________________________
 QB0240* NAD 83(1986)-  44 03 16.     (N)    116 56 25.     (W)     SCALED    
 QB0240* NAVD 88     -       655.240  (meters)    2149.73   (feet)  ADJUSTED  
 QB0240  ___________________________________________________________________
 QB0240  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 QB0240  DYNAMIC HT  -         655.045 (meters)    2149.09  (feet)  COMP
 QB0240  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 QB0240
 QB0240  VERT ORDER  -  SECOND    CLASS 0
 QB0240
 QB0240.The horizontal coordinates were scaled from a topographic map and have
 QB0240.an estimated accuracy of +/- 6 seconds.
 QB0240
 QB0240.The orthometric height was determined by differential leveling
 QB0240.and adjusted by the National Geodetic Survey in June 1991..
 QB0240
 QB0240.The geoid height was determined by GEOID03.
 QB0240
 QB0240.The dynamic height is computed by dividing the NAVD 88
 QB0240.geopotential number by the normal gravity value computed on the
 QB0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0240.degrees latitude (g = 980.6199 gals.).
 QB0240
 QB0240.The modeled gravity was interpolated from observed gravity values.
 QB0240
 QB0240;                    North         East    Units  Estimated Accuracy
 QB0240;SPC ID W     -   265,930.      704,630.      MT  (+/- 180 meters Scaled)
 QB0240
 QB0240                          SUPERSEDED SURVEY CONTROL
 QB0240
 QB0240  NGVD 29 (??/??/92)  654.280  (m)         2146.58   (f) ADJ UNCH    2 0
 QB0240
 QB0240.Superseded values are not recommended for survey control.
 QB0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0240.See file dsdata.txt to determine how the superseded data were derived.
 QB0240
 QB0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ047779(NAD 83)
 QB0240_MARKER: DB = BENCH MARK DISK
 QB0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0240_STAMPING: B 148 1935
 QB0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0240+STABILITY: SURFACE MOTION
 QB0240
 QB0240  HISTORY     - Date     Condition        Report By
 QB0240  HISTORY     - 1935     MONUMENTED       CGS
 QB0240  HISTORY     - 1937     GOOD             NGS
 QB0240
 QB0240                          STATION DESCRIPTION
 QB0240
 QB0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0240'1.7 MI SE FROM PAYETTE.
 QB0240'1.7 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 QB0240'STATION AT PAYETTE, PAYETTE COUNTY, 30 FEET SOUTHWEST OF THE WEST END
 QB0240'OF CULVERT 1.56, 45 FEET SOUTH OF THE CENTER OF A GATE, 28.5 FEET
 QB0240'NORTH OF A POLE, 25 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1
 QB0240'FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 148
 QB0240'1935 AND SET IN THE TOP OF A CONCRETE POST.
 QB0240
 QB0240                          STATION RECOVERY (1937)
 QB0240
 QB0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 QB0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0196 ***********************************************************************
 OH0196  DESIGNATION -  B 149
 OH0196  PID         -  OH0196
 OH0196  STATE/COUNTY-  ID/BOISE
 OH0196  USGS QUAD   -  HORSESHOE BEND (1976)
 OH0196
 OH0196                         *CURRENT SURVEY CONTROL
 OH0196  ___________________________________________________________________
 OH0196* NAD 83(1986)-  43 54 47.     (N)    116 13 21.     (W)     SCALED    
 OH0196* NAVD 88     -       790.183  (meters)    2592.46   (feet)  ADJUSTED  
 OH0196  ___________________________________________________________________
 OH0196  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 OH0196  DYNAMIC HT  -         789.897 (meters)    2591.52  (feet)  COMP
 OH0196  MODELED GRAV-     980,232.6   (mgal)                       NAVD 88
 OH0196
 OH0196  VERT ORDER  -  SECOND    CLASS 0
 OH0196
 OH0196.The horizontal coordinates were scaled from a topographic map and have
 OH0196.an estimated accuracy of +/- 6 seconds.
 OH0196
 OH0196.The orthometric height was determined by differential leveling
 OH0196.and adjusted by the National Geodetic Survey in June 1991..
 OH0196
 OH0196.The geoid height was determined by GEOID03.
 OH0196
 OH0196.The dynamic height is computed by dividing the NAVD 88
 OH0196.geopotential number by the normal gravity value computed on the
 OH0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0196.degrees latitude (g = 980.6199 gals.).
 OH0196
 OH0196.The modeled gravity was interpolated from observed gravity values.
 OH0196
 OH0196;                    North         East    Units  Estimated Accuracy
 OH0196;SPC ID W     -   249,640.      762,050.      MT  (+/- 180 meters Scaled)
 OH0196
 OH0196                          SUPERSEDED SURVEY CONTROL
 OH0196
 OH0196  NGVD 29 (??/??/92)  789.196  (m)         2589.22   (f) ADJ UNCH    2 0
 OH0196
 OH0196.Superseded values are not recommended for survey control.
 OH0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0196.See file dsdata.txt to determine how the superseded data were derived.
 OH0196
 OH0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ624625(NAD 83)
 OH0196_MARKER: DB = BENCH MARK DISK
 OH0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0196_SP_SET: CULVERT
 OH0196_STAMPING: B 149 1935
 OH0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0196
 OH0196  HISTORY     - Date     Condition        Report By
 OH0196  HISTORY     - 1935     MONUMENTED       CGS
 OH0196
 OH0196                          STATION DESCRIPTION
 OH0196
 OH0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0196'1.2 MI W FROM HORSE SHOE BEND.
 OH0196'1.2 MILES WEST ALONG THE OREGON SHORT LINE RAILROAD FROM BRIDGE 49.405
 OH0196'AT HORSE SHOE BEND, BOISE COUNTY, 16.5 FEET SOUTH OF THE CENTERLINE OF
 OH0196'THE TRACK, 90 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 16, IN THE
 OH0196'TOP OF THE EAST END OF THE SOUTH HEADWALL OF CULVERT 48.22 AND 4.5
 OH0196'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 149 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0046 ***********************************************************************
 OZ0046  DESIGNATION -  B 15
 OZ0046  PID         -  OZ0046
 OZ0046  STATE/COUNTY-  ID/CUSTER
 OZ0046  USGS QUAD   -  HERD PEAK (1967)
 OZ0046
 OZ0046                         *CURRENT SURVEY CONTROL
 OZ0046  ___________________________________________________________________
 OZ0046* NAD 83(1986)-  43 54 57.     (N)    114 07 46.     (W)     SCALED    
 OZ0046* NAVD 88     -      2119.322  (meters)    6953.14   (feet)  ADJUSTED  
 OZ0046  ___________________________________________________________________
 OZ0046  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OZ0046  DYNAMIC HT  -        2117.939 (meters)    6948.60  (feet)  COMP
 OZ0046  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 OZ0046
 OZ0046  VERT ORDER  -  FIRST     CLASS II
 OZ0046
 OZ0046.The horizontal coordinates were scaled from a topographic map and have
 OZ0046.an estimated accuracy of +/- 6 seconds.
 OZ0046
 OZ0046.The orthometric height was determined by differential leveling
 OZ0046.and adjusted by the National Geodetic Survey in June 1991..
 OZ0046
 OZ0046.The geoid height was determined by GEOID03.
 OZ0046
 OZ0046.The dynamic height is computed by dividing the NAVD 88
 OZ0046.geopotential number by the normal gravity value computed on the
 OZ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0046.degrees latitude (g = 980.6199 gals.).
 OZ0046
 OZ0046.The modeled gravity was interpolated from observed gravity values.
 OZ0046
 OZ0046;                    North         East    Units  Estimated Accuracy
 OZ0046;SPC ID C     -   249,850.      489,600.      MT  (+/- 180 meters Scaled)
 OZ0046
 OZ0046                          SUPERSEDED SURVEY CONTROL
 OZ0046
 OZ0046  NGVD 29 (??/??/92) 2117.998  (m)         6948.80   (f) ADJ UNCH    1 2
 OZ0046
 OZ0046.Superseded values are not recommended for survey control.
 OZ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0046.See file dsdata.txt to determine how the superseded data were derived.
 OZ0046
 OZ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ304665(NAD 83)
 OZ0046_MARKER: DB = BENCH MARK DISK
 OZ0046_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0046_SP_SET: ROCK OUTCROP
 OZ0046_STAMPING: 6948.890 B 15 1933
 OZ0046_MARK LOGO: CGS   
 OZ0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0046+STABILITY: POSITION/ELEVATION WELL
 OZ0046
 OZ0046  HISTORY     - Date     Condition        Report By
 OZ0046  HISTORY     - 1933     MONUMENTED       CGS
 OZ0046  HISTORY     - 1967     GOOD             USGS
 OZ0046  HISTORY     - 1984     GOOD             NGS
 OZ0046  HISTORY     - 1985     GOOD             NGS
 OZ0046
 OZ0046                          STATION DESCRIPTION
 OZ0046
 OZ0046'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OZ0046'17.6 MI SW FROM CHILLY.
 OZ0046'17.6 MILES SW ALONG TRAIL CREEK SUMMIT ROAD FROM JUNCTION OF HWY 27
 OZ0046'NEAR CHILLY.  22.3 MILES NORTHEAST ALONG THE TRAIL CREEK SUMMIT ROAD
 OZ0046'FROM KETCHUM, 1.1 MILES SOUTHWEST OF THE JUNCTION OF THE COPPER BASIN
 OZ0046'ROAD, 100 FT SOUTHEAST OF THE RIVER, 65 FT FROM CENTER LINE OF ROAD
 OZ0046'OPPOSITE.  A STANDARD DISK IN THE TOP OF THE SOUTHEAST EDGE OF A BROWN
 OZ0046'ROCK OUTCROP STAMPED 6948.890 B 15 1933.
 OZ0046
 OZ0046                          STATION RECOVERY (1984)
 OZ0046
 OZ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OZ0046'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.2 KM
 OZ0046'(9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF MAIN
 OZ0046'STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG OLD STATE
 OZ0046'HIGHWAY 27, THENCE 15.45 KM (9.6 MI) SOUTHWEST ALONG BARTLETT POINT
 OZ0046'ROAD, THENCE 12.9 KM (8.0 MI) SOUTHWEST ALONG TRAIL CREEK ROAD (OLD
 OZ0046'STATE HIGHWAY 75), IN TOP OF AND 0.6 METER (2 FT) SOUTHWEST OF THE
 OZ0046'NORTHEAST AND BOTTOM EDGE OF A MASSIVE PORTION OF BROWN VOLCANIC
 OZ0046'OUTCROP PROJECTING 8 FEET ABOVE THE SURFACE OF THE GROUND, 0.25 KM
 OZ0046'(0.15 MI) NORTHEAST OF THE BRIDGE OVER THE NORTH FORK OF THE BIG LOST
 OZ0046'RIVER, 21.3 METERS (70 FT) NORTHWEST OF THE CENTER OF THE ROAD AND
 OZ0046'30.5 METERS (100 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RIVER.
 OZ0046'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 OZ0046'THE MARK IS 2.1 M ABOVE THE ROAD.
 OZ0046
 OZ0046                          STATION RECOVERY (1985)
 OZ0046
 OZ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0250 ***********************************************************************
 RA0250  DESIGNATION -  B 150
 RA0250  PID         -  RA0250
 RA0250  STATE/COUNTY-  ID/IDAHO
 RA0250  USGS QUAD   -  RIGGINS (1964)
 RA0250
 RA0250                         *CURRENT SURVEY CONTROL
 RA0250  ___________________________________________________________________
 RA0250* NAD 83(1986)-  45 25 17.     (N)    116 16 50.     (W)     SCALED    
 RA0250* NAVD 88     -       551.421  (meters)    1809.12   (feet)  ADJUSTED  
 RA0250  ___________________________________________________________________
 RA0250  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 RA0250  DYNAMIC HT  -         551.302 (meters)    1808.73  (feet)  COMP
 RA0250  MODELED GRAV-     980,384.0   (mgal)                       NAVD 88
 RA0250
 RA0250  VERT ORDER  -  SECOND    CLASS 0
 RA0250
 RA0250.The horizontal coordinates were scaled from a topographic map and have
 RA0250.an estimated accuracy of +/- 6 seconds.
 RA0250
 RA0250.The orthometric height was determined by differential leveling
 RA0250.and adjusted by the National Geodetic Survey in June 1991..
 RA0250
 RA0250.The geoid height was determined by GEOID03.
 RA0250
 RA0250.The dynamic height is computed by dividing the NAVD 88
 RA0250.geopotential number by the normal gravity value computed on the
 RA0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0250.degrees latitude (g = 980.6199 gals.).
 RA0250
 RA0250.The modeled gravity was interpolated from observed gravity values.
 RA0250
 RA0250;                    North         East    Units  Estimated Accuracy
 RA0250;SPC ID W     -   417,270.      758,480.      MT  (+/- 180 meters Scaled)
 RA0250
 RA0250                          SUPERSEDED SURVEY CONTROL
 RA0250
 RA0250  NGVD 29 (??/??/92)  550.369  (m)         1805.67   (f) ADJ UNCH    2 0
 RA0250
 RA0250.Superseded values are not recommended for survey control.
 RA0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0250.See file dsdata.txt to determine how the superseded data were derived.
 RA0250
 RA0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL562300(NAD 83)
 RA0250_MARKER: DD = SURVEY DISK
 RA0250_SETTING: 66 = SET IN ROCK OUTCROP
 RA0250_SP_SET: BEDROCK
 RA0250_STAMPING: B 150 1941
 RA0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0250+STABILITY: POSITION/ELEVATION WELL
 RA0250
 RA0250  HISTORY     - Date     Condition        Report By
 RA0250  HISTORY     - 1941     MONUMENTED       DOD
 RA0250  HISTORY     - 1945     GOOD             NGS
 RA0250  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0250  HISTORY     - 19950620 GOOD             USPSQD
 RA0250
 RA0250                          STATION DESCRIPTION
 RA0250
 RA0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0250'2.85 MI E FROM RIGGINS.
 RA0250'ALONG SALMON RIVER ROAD, 2.85 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0250'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), 78.0 FEET EAST OF
 RA0250'AND ACROSS ROAD FROM WEST END OF ROCK CLIFF, 24.6 FEET NORTH OF AND
 RA0250'ACROSS ROAD FROM NORTH FACE OF ROCK WALL, 13.6 FEET NORTHEAST OF A
 RA0250'YELLOW PAINTED GUARD POST, 12.0 FEET NORTH OF CENTERLINE OF ROAD, SET
 RA0250'IN TOP OF BED ROCK PROJECTING INTO RIVER ABOUT THE SAME ELEVATION AS
 RA0250'THE ROAD.
 RA0250
 RA0250                          STATION RECOVERY (1982)
 RA0250
 RA0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0250'NOT RECOVERED.
 RA0250
 RA0250                          STATION RECOVERY (1995)
 RA0250
 RA0250'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0434 ***********************************************************************
 QA0434  DESIGNATION -  B 150
 QA0434  PID         -  QA0434
 QA0434  STATE/COUNTY-  ID/BOISE
 QA0434  USGS QUAD   -  GARDEN VALLEY (1988)
 QA0434
 QA0434                         *CURRENT SURVEY CONTROL
 QA0434  ___________________________________________________________________
 QA0434* NAD 83(1986)-  44 06 46.     (N)    115 58 12.     (W)     SCALED    
 QA0434* NAVD 88     -       928.055  (meters)    3044.79   (feet)  ADJUSTED  
 QA0434  ___________________________________________________________________
 QA0434  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 QA0434  DYNAMIC HT  -         927.678 (meters)    3043.56  (feet)  COMP
 QA0434  MODELED GRAV-     980,182.5   (mgal)                       NAVD 88
 QA0434
 QA0434  VERT ORDER  -  SECOND    CLASS 0
 QA0434
 QA0434.The horizontal coordinates were scaled from a topographic map and have
 QA0434.an estimated accuracy of +/- 6 seconds.
 QA0434
 QA0434.The orthometric height was determined by differential leveling
 QA0434.and adjusted by the National Geodetic Survey in June 1991..
 QA0434
 QA0434.The geoid height was determined by GEOID03.
 QA0434
 QA0434.The dynamic height is computed by dividing the NAVD 88
 QA0434.geopotential number by the normal gravity value computed on the
 QA0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0434.degrees latitude (g = 980.6199 gals.).
 QA0434
 QA0434.The modeled gravity was interpolated from observed gravity values.
 QA0434
 QA0434;                    North         East    Units  Estimated Accuracy
 QA0434;SPC ID W     -   271,750.      782,390.      MT  (+/- 180 meters Scaled)
 QA0434
 QA0434                          SUPERSEDED SURVEY CONTROL
 QA0434
 QA0434  NGVD 29 (??/??/92)  926.980  (m)         3041.27   (f) ADJ UNCH    2 0
 QA0434
 QA0434.Superseded values are not recommended for survey control.
 QA0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0434.See file dsdata.txt to determine how the superseded data were derived.
 QA0434
 QA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ824849(NAD 83)
 QA0434_MARKER: DB = BENCH MARK DISK
 QA0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0434_STAMPING: B 150 1935
 QA0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0434+STABILITY: SURFACE MOTION
 QA0434
 QA0434  HISTORY     - Date     Condition        Report By
 QA0434  HISTORY     - 1935     MONUMENTED       CGS
 QA0434  HISTORY     - 1959     MARK NOT FOUND   USGS
 QA0434
 QA0434                          STATION DESCRIPTION
 QA0434
 QA0434'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 QA0434'2.2 MI NW FROM GARDEN VALLEY.
 QA0434'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 17 FROM THE SCHOOL AT GARDEN
 QA0434'VALLEY, BOISE COUNTY, 0.1 MILE WEST OF THE BRIDGE OVER MIDDLE FORK
 QA0434'PAYETTE RIVER, 0.1 MILE SOUTHWEST OF THE JUNCTION OF THE BOILING
 QA0434'SPRINGS RANGER STATION ROAD, AT THE TOP OF A SMALL KNOLL, AND 48.5
 QA0434'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 QA0434'STAMPED B 150 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0050 ***********************************************************************
 RZ0050  DESIGNATION -  B 151
 RZ0050  PID         -  RZ0050
 RZ0050  STATE/COUNTY-  ID/CLEARWATER
 RZ0050  USGS QUAD   -  ELK RIVER (1994)
 RZ0050
 RZ0050                         *CURRENT SURVEY CONTROL
 RZ0050  ___________________________________________________________________
 RZ0050* NAD 83(1986)-  46 46 31.     (N)    116 10 25.     (W)     SCALED    
 RZ0050* NAVD 88     -       893.336  (meters)    2930.89   (feet)  ADJUSTED  
 RZ0050  ___________________________________________________________________
 RZ0050  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 RZ0050  DYNAMIC HT  -         893.246 (meters)    2930.59  (feet)  COMP
 RZ0050  MODELED GRAV-     980,483.7   (mgal)                       NAVD 88
 RZ0050
 RZ0050  VERT ORDER  -  SECOND    CLASS 0
 RZ0050
 RZ0050.The horizontal coordinates were scaled from a topographic map and have
 RZ0050.an estimated accuracy of +/- 6 seconds.
 RZ0050
 RZ0050.The orthometric height was determined by differential leveling
 RZ0050.and adjusted by the National Geodetic Survey in June 1991..
 RZ0050
 RZ0050.The geoid height was determined by GEOID03.
 RZ0050
 RZ0050.The dynamic height is computed by dividing the NAVD 88
 RZ0050.geopotential number by the normal gravity value computed on the
 RZ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0050.degrees latitude (g = 980.6199 gals.).
 RZ0050
 RZ0050.The modeled gravity was interpolated from observed gravity values.
 RZ0050
 RZ0050;                    North         East    Units  Estimated Accuracy
 RZ0050;SPC ID W     -   567,700.      767,650.      MT  (+/- 180 meters Scaled)
 RZ0050
 RZ0050                          SUPERSEDED SURVEY CONTROL
 RZ0050
 RZ0050  NGVD 29 (??/??/92)  892.221  (m)         2927.23   (f) ADJ UNCH    2 0
 RZ0050
 RZ0050.Superseded values are not recommended for survey control.
 RZ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0050.See file dsdata.txt to determine how the superseded data were derived.
 RZ0050
 RZ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM630805(NAD 83)
 RZ0050_MARKER: DB = BENCH MARK DISK
 RZ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0050_STAMPING: B-151 1935
 RZ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0050+STABILITY: SURFACE MOTION
 RZ0050
 RZ0050  HISTORY     - Date     Condition        Report By
 RZ0050  HISTORY     - 1935     MONUMENTED       CGS
 RZ0050  HISTORY     - 1969     MARK NOT FOUND   NGS
 RZ0050
 RZ0050                          STATION DESCRIPTION
 RZ0050
 RZ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0050'1.2 MI SW FROM ELK RIVER.
 RZ0050'1.2 MILE SOUTHWEST OF, ALONG C.M.S.T.P. AND P.RY1. FROM STATION.  0.6
 RZ0050'MILE SOUTHEAST OF JERSEY STATION MARKER.  SET AT U.S. WEATHER BUREAU
 RZ0050'STATION.  60.2 FEET NORTH OF NORTHEAST CORNER OF OFFICE BUILDING. 44.6
 RZ0050'FEET NORTHEAST OF TEMPERATURE REGISTER BOX.  32 FEET SOUTH OF
 RZ0050'CENTERLINE OF COUNTY ROAD.  30.6 FEET WEST OF NORTHEAST CORNER OF YARD
 RZ0050'FENCE.  24.4 FEET EAST OF RAIN-FALL REGISTER BOX.  10.2 FEET SOUTH OF
 RZ0050'PROPERTY FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 RZ0050
 RZ0050                          STATION RECOVERY (1969)
 RZ0050
 RZ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RZ0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0080 ***********************************************************************
 RZ0080  DESIGNATION -  B 152
 RZ0080  PID         -  RZ0080
 RZ0080  STATE/COUNTY-  ID/LATAH
 RZ0080  USGS QUAD   -  BECHTEL BUTTE (1994)
 RZ0080
 RZ0080                         *CURRENT SURVEY CONTROL
 RZ0080  ___________________________________________________________________
 RZ0080* NAD 83(1986)-  46 56 49.     (N)    116 20 53.     (W)     SCALED    
 RZ0080* NAVD 88     -       979.421  (meters)    3213.32   (feet)  ADJUSTED  
 RZ0080  ___________________________________________________________________
 RZ0080  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 RZ0080  DYNAMIC HT  -         979.328 (meters)    3213.01  (feet)  COMP
 RZ0080  MODELED GRAV-     980,485.5   (mgal)                       NAVD 88
 RZ0080
 RZ0080  VERT ORDER  -  SECOND    CLASS 0
 RZ0080
 RZ0080.The horizontal coordinates were scaled from a topographic map and have
 RZ0080.an estimated accuracy of +/- 6 seconds.
 RZ0080
 RZ0080.The orthometric height was determined by differential leveling
 RZ0080.and adjusted by the National Geodetic Survey in June 1991..
 RZ0080
 RZ0080.The geoid height was determined by GEOID03.
 RZ0080
 RZ0080.The dynamic height is computed by dividing the NAVD 88
 RZ0080.geopotential number by the normal gravity value computed on the
 RZ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0080.degrees latitude (g = 980.6199 gals.).
 RZ0080
 RZ0080.The modeled gravity was interpolated from observed gravity values.
 RZ0080
 RZ0080;                    North         East    Units  Estimated Accuracy
 RZ0080;SPC ID W     -   586,870.      754,470.      MT  (+/- 180 meters Scaled)
 RZ0080
 RZ0080                          SUPERSEDED SURVEY CONTROL
 RZ0080
 RZ0080  NGVD 29 (??/??/92)  978.262  (m)         3209.51   (f) ADJ UNCH    2 0
 RZ0080
 RZ0080.Superseded values are not recommended for survey control.
 RZ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0080.See file dsdata.txt to determine how the superseded data were derived.
 RZ0080
 RZ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM496994(NAD 83)
 RZ0080_MARKER: DB = BENCH MARK DISK
 RZ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0080_STAMPING: B-152 1935
 RZ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0080+STABILITY: SURFACE MOTION
 RZ0080
 RZ0080  HISTORY     - Date     Condition        Report By
 RZ0080  HISTORY     - 1935     MONUMENTED       CGS
 RZ0080  HISTORY     - 1959     MARK NOT FOUND   NGS
 RZ0080
 RZ0080                          STATION DESCRIPTION
 RZ0080
 RZ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0080'7.8 MI N FROM BOVILL.
 RZ0080'7.8 MILES NORTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  AT
 RZ0080'SHERWIN SIDING.  ON EAST SIDE OF TRACK IN NORTHWEST CORNER OF GARDEN
 RZ0080'FENCE.  29 FEET EAST OF CENTERLINE OF CHICAGO, MILWAUKEE, ST.PAUL AND
 RZ0080'PACIFIC R.R.  27 FEET SOUTH OF SOUTH SIDE OF ENTRANCE DOOR TO WAITING
 RZ0080'SHED AND SECTION FOREMANS HOUSE.  12.5 FEET SOUTH OF SOUTHWEST CORNER
 RZ0080'OF SECTION FOREMANS HOUSE.  1.9 FT. SOUTHWEST OF NORTHWEST GATE TO
 RZ0080'GARDEN FENCE.  1 FT. EAST OF PICKET FENCE.  TABLET SET IN PRECAST
 RZ0080'CONCRETE POST.
 RZ0080
 RZ0080                          STATION RECOVERY (1959)
 RZ0080
 RZ0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0124 ***********************************************************************
 RZ0124  DESIGNATION -  B 153
 RZ0124  PID         -  RZ0124
 RZ0124  STATE/COUNTY-  ID/LATAH
 RZ0124  USGS QUAD   -  BOVILL (1994)
 RZ0124
 RZ0124                         *CURRENT SURVEY CONTROL
 RZ0124  ___________________________________________________________________
 RZ0124* NAD 83(1986)-  46 50 43.     (N)    116 26 06.     (W)     SCALED    
 RZ0124* NAVD 88     -       894.134  (meters)    2933.50   (feet)  ADJUSTED  
 RZ0124  ___________________________________________________________________
 RZ0124  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 RZ0124  DYNAMIC HT  -         894.045 (meters)    2933.21  (feet)  COMP
 RZ0124  MODELED GRAV-     980,484.9   (mgal)                       NAVD 88
 RZ0124
 RZ0124  VERT ORDER  -  SECOND    CLASS 0
 RZ0124
 RZ0124.The horizontal coordinates were scaled from a topographic map and have
 RZ0124.an estimated accuracy of +/- 6 seconds.
 RZ0124
 RZ0124.The orthometric height was determined by differential leveling
 RZ0124.and adjusted by the National Geodetic Survey in June 1991..
 RZ0124
 RZ0124.The geoid height was determined by GEOID03.
 RZ0124
 RZ0124.The dynamic height is computed by dividing the NAVD 88
 RZ0124.geopotential number by the normal gravity value computed on the
 RZ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0124.degrees latitude (g = 980.6199 gals.).
 RZ0124
 RZ0124.The modeled gravity was interpolated from observed gravity values.
 RZ0124
 RZ0124;                    North         East    Units  Estimated Accuracy
 RZ0124;SPC ID W     -   575,620.      747,760.      MT  (+/- 180 meters Scaled)
 RZ0124
 RZ0124                          SUPERSEDED SURVEY CONTROL
 RZ0124
 RZ0124  NGVD 29 (??/??/92)  892.998  (m)         2929.78   (f) ADJ UNCH    2 0
 RZ0124
 RZ0124.Superseded values are not recommended for survey control.
 RZ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0124.See file dsdata.txt to determine how the superseded data were derived.
 RZ0124
 RZ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM430881(NAD 83)
 RZ0124_MARKER: DB = BENCH MARK DISK
 RZ0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0124_STAMPING: B 153 1935
 RZ0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0124+STABILITY: SURFACE MOTION
 RZ0124
 RZ0124  HISTORY     - Date     Condition        Report By
 RZ0124  HISTORY     - 1935     MONUMENTED       CGS
 RZ0124
 RZ0124                          STATION DESCRIPTION
 RZ0124
 RZ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0124'2.3 MI W FROM BOVILL.
 RZ0124'2.3 MILES WEST ALONG STATE HIGHWAY 8 FROM THE WASHINGTON, IDAHO AND
 RZ0124'MONTANA RAILWAY STATION AT BOVILL, 0.1 MILE NORTHEAST OF A CURVE, ON
 RZ0124'THE SOUTHWEST SLOPE OF A BARE SUMMIT SURROUNDED BY TAIL TIMBER, 55.4
 RZ0124'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 31.2 FEET NORTHWEST
 RZ0124'OF A POWER POLE, 13.2 FEET NORTHEAST OF A 3 FOOT TREE STUMP, AND 2.5
 RZ0124'FEET LOWER THAN THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0215 ***********************************************************************
 SV0215  DESIGNATION -  B 154
 SV0215  PID         -  SV0215
 SV0215  STATE/COUNTY-  ID/SHOSHONE
 SV0215  USGS QUAD   -  CALDER (1995)
 SV0215
 SV0215                         *CURRENT SURVEY CONTROL
 SV0215  ___________________________________________________________________
 SV0215* NAD 83(1986)-  47 16 30.     (N)    116 14 14.     (W)     SCALED    
 SV0215* NAVD 88     -       665.010  (meters)    2181.79   (feet)  ADJUSTED  
 SV0215  ___________________________________________________________________
 SV0215  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 SV0215  DYNAMIC HT  -         664.986 (meters)    2181.71  (feet)  COMP
 SV0215  MODELED GRAV-     980,557.6   (mgal)                       NAVD 88
 SV0215
 SV0215  VERT ORDER  -  SECOND    CLASS 0
 SV0215
 SV0215.The horizontal coordinates were scaled from a topographic map and have
 SV0215.an estimated accuracy of +/- 6 seconds.
 SV0215
 SV0215.The orthometric height was determined by differential leveling
 SV0215.and adjusted by the National Geodetic Survey in June 1991..
 SV0215
 SV0215.The geoid height was determined by GEOID03.
 SV0215
 SV0215.The dynamic height is computed by dividing the NAVD 88
 SV0215.geopotential number by the normal gravity value computed on the
 SV0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0215.degrees latitude (g = 980.6199 gals.).
 SV0215
 SV0215.The modeled gravity was interpolated from observed gravity values.
 SV0215
 SV0215;                    North         East    Units  Estimated Accuracy
 SV0215;SPC ID W     -   623,280.      763,140.      MT  (+/- 180 meters Scaled)
 SV0215
 SV0215                          SUPERSEDED SURVEY CONTROL
 SV0215
 SV0215  NGVD 29 (??/??/92)  663.887  (m)         2178.10   (f) ADJ UNCH    2 0
 SV0215
 SV0215.Superseded values are not recommended for survey control.
 SV0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0215.See file dsdata.txt to determine how the superseded data were derived.
 SV0215
 SV0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN576360(NAD 83)
 SV0215_MARKER: DB = BENCH MARK DISK
 SV0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0215_STAMPING: B 154 1935
 SV0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0215+STABILITY: SURFACE MOTION
 SV0215
 SV0215  HISTORY     - Date     Condition        Report By
 SV0215  HISTORY     - 1935     MONUMENTED       CGS
 SV0215  HISTORY     - 1963     GOOD             NGS
 SV0215
 SV0215                          STATION DESCRIPTION
 SV0215
 SV0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0215'2.5 MI W FROM CALDER.
 SV0215'2.5 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0215'RAILROAD FROM THE STATION AT CALDER, 0.3 MILE EAST OF MILE POST NO.
 SV0215'1798, 104 FEET SOUTHEAST OF A ROAD CROSSING, 53 FEET SOUTHEAST OF A
 SV0215'WARNING SIGNAL, 42 FEET SOUTHWEST OF THE CENTER OF THE RAILROAD
 SV0215'TRACKS, 17 FEET EAST OF THE CENTER OF A TRACK ROAD LEADING TO A FIELD,
 SV0215'2 1/2 FEET NORTHEAST OF A FENCE AND 0.5 FOOT NORTHWEST OF A METAL
 SV0215'WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0233 ***********************************************************************
 SV0233  DESIGNATION -  B 155
 SV0233  PID         -  SV0233
 SV0233  STATE/COUNTY-  ID/SHOSHONE
 SV0233  USGS QUAD   -  CLARKIA (1995)
 SV0233
 SV0233                         *CURRENT SURVEY CONTROL
 SV0233  ___________________________________________________________________
 SV0233* NAD 83(1986)-  47 01 00.     (N)    116 15 35.     (W)     SCALED    
 SV0233* NAVD 88     -       862.071  (meters)    2828.31   (feet)  ADJUSTED  
 SV0233  ___________________________________________________________________
 SV0233  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 SV0233  DYNAMIC HT  -         862.008 (meters)    2828.10  (feet)  COMP
 SV0233  MODELED GRAV-     980,512.0   (mgal)                       NAVD 88
 SV0233
 SV0233  VERT ORDER  -  SECOND    CLASS 0
 SV0233
 SV0233.The horizontal coordinates were scaled from a topographic map and have
 SV0233.an estimated accuracy of +/- 6 seconds.
 SV0233
 SV0233.The orthometric height was determined by differential leveling
 SV0233.and adjusted by the National Geodetic Survey in June 1991..
 SV0233
 SV0233.The geoid height was determined by GEOID03.
 SV0233
 SV0233.The dynamic height is computed by dividing the NAVD 88
 SV0233.geopotential number by the normal gravity value computed on the
 SV0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0233.degrees latitude (g = 980.6199 gals.).
 SV0233
 SV0233.The modeled gravity was interpolated from observed gravity values.
 SV0233
 SV0233;                    North         East    Units  Estimated Accuracy
 SV0233;SPC ID W     -   594,570.      761,250.      MT  (+/- 180 meters Scaled)
 SV0233
 SV0233                          SUPERSEDED SURVEY CONTROL
 SV0233
 SV0233  NGVD 29 (??/??/92)  860.924  (m)         2824.55   (f) ADJ UNCH    2 0
 SV0233
 SV0233.Superseded values are not recommended for survey control.
 SV0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0233.See file dsdata.txt to determine how the superseded data were derived.
 SV0233
 SV0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN562072(NAD 83)
 SV0233_MARKER: DB = BENCH MARK DISK
 SV0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0233_STAMPING: B-155 1935
 SV0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0233+STABILITY: SURFACE MOTION
 SV0233
 SV0233  HISTORY     - Date     Condition        Report By
 SV0233  HISTORY     - 1935     MONUMENTED       CGS
 SV0233
 SV0233                          STATION DESCRIPTION
 SV0233
 SV0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0233'0.4 MI N FROM CLARKIA.
 SV0233'0.4 MILE NORTH OF, ALONG C.M.S.P. AND P.RY., FROM STATION ABOUT 200
 SV0233'FEET SOUTHEAST OF TWO STORY LOG HOUSE.  ABOUT 200 FEET SOUTH OF OLD
 SV0233'BARN.  ABOUT 140 FEET EAST OF ST. HWY. NO. 8.  64.1 FEET NORTHWEST OF
 SV0233'WEST END OF CONCRETE PIPE UNDER RAILROAD.  36.8 FEET WEST OF
 SV0233'CENTERLINE OF C.M.ST.P. AND P.RY.  3.7 FEET NORTHEAST OF NORTH END OF
 SV0233'GATE.  2.1 FEET EAST OF RAILROAD R/W FENCE.  TABLET SET IN PRECAST
 SV0233'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0314 ***********************************************************************
 SV0314  DESIGNATION -  B 156
 SV0314  PID         -  SV0314
 SV0314  STATE/COUNTY-  ID/BENEWAH
 SV0314  USGS QUAD   -  LINDSTROM PEAK (1995)
 SV0314
 SV0314                         *CURRENT SURVEY CONTROL
 SV0314  ___________________________________________________________________
 SV0314* NAD 83(1986)-  47 12 46.     (N)    116 36 00.     (W)     SCALED    
 SV0314* NAVD 88     -       684.234  (meters)    2244.86   (feet)  ADJUSTED  
 SV0314  ___________________________________________________________________
 SV0314  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 SV0314  DYNAMIC HT  -         684.210 (meters)    2244.78  (feet)  COMP
 SV0314  MODELED GRAV-     980,556.9   (mgal)                       NAVD 88
 SV0314
 SV0314  VERT ORDER  -  SECOND    CLASS 0
 SV0314
 SV0314.The horizontal coordinates were scaled from a topographic map and have
 SV0314.an estimated accuracy of +/- 6 seconds.
 SV0314
 SV0314.The orthometric height was determined by differential leveling
 SV0314.and adjusted by the National Geodetic Survey in June 1991..
 SV0314
 SV0314.The geoid height was determined by GEOID03.
 SV0314
 SV0314.The dynamic height is computed by dividing the NAVD 88
 SV0314.geopotential number by the normal gravity value computed on the
 SV0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0314.degrees latitude (g = 980.6199 gals.).
 SV0314
 SV0314.The modeled gravity was interpolated from observed gravity values.
 SV0314
 SV0314;                    North         East    Units  Estimated Accuracy
 SV0314;SPC ID W     -   616,600.      735,610.      MT  (+/- 180 meters Scaled)
 SV0314
 SV0314                          SUPERSEDED SURVEY CONTROL
 SV0314
 SV0314  NGVD 29 (??/??/92)  683.114  (m)         2241.18   (f) ADJ UNCH    2 0
 SV0314
 SV0314.Superseded values are not recommended for survey control.
 SV0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0314.See file dsdata.txt to determine how the superseded data were derived.
 SV0314
 SV0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN302288(NAD 83)
 SV0314_MARKER: DB = BENCH MARK DISK
 SV0314_SETTING: 66 = SET IN ROCK OUTCROP
 SV0314_SP_SET: ROCK LEDGE
 SV0314_STAMPING: B-156 1935
 SV0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0314+STABILITY: POSITION/ELEVATION WELL
 SV0314
 SV0314  HISTORY     - Date     Condition        Report By
 SV0314  HISTORY     - 1935     MONUMENTED       CGS
 SV0314  HISTORY     - 1956     MARK NOT FOUND   USGS
 SV0314
 SV0314                          STATION DESCRIPTION
 SV0314
 SV0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0314'10.9 MI SE FROM ST MARIES.
 SV0314'10.9 MILES SOUTHEAST OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.
 SV0314'TABLET SET HORIZONTALLY IN BASE OF LEDGE ROCK.  0.2 MILE NORTHWEST OF
 SV0314'MILEPOST 11.  0.2 MILE SOUTHEAST OF ALDER CREEK STATION MARKER. ABOUT
 SV0314'0.4 MILE WEST OF RAILROAD BRIDGE OVER ST. MARIES RIVER.  95.4 FEET
 SV0314'EAST OF CLUSTER OF SMALL COTTON WOOD TREES GROWING BETWEEN RAILROAD
 SV0314'AND RIVER.  10.1 FT. NORTH OF CENTERLINE OF RAILROAD.
 SV0314
 SV0314                          STATION RECOVERY (1956)
 SV0314
 SV0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SV0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0547 ***********************************************************************
 SU0547  DESIGNATION -  B 157
 SU0547  PID         -  SU0547
 SU0547  STATE/COUNTY-  ID/SHOSHONE
 SU0547  USGS QUAD   -  MONUMENTAL BUTTES (1995)
 SU0547
 SU0547                         *CURRENT SURVEY CONTROL
 SU0547  ___________________________________________________________________
 SU0547* NAD 83(1986)-  47 03 59.     (N)    115 51 10.     (W)     SCALED    
 SU0547* NAVD 88     -      1236.246  (meters)    4055.92   (feet)  ADJUSTED  
 SU0547  ___________________________________________________________________
 SU0547  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 SU0547  DYNAMIC HT  -        1236.058 (meters)    4055.30  (feet)  COMP
 SU0547  MODELED GRAV-     980,418.2   (mgal)                       NAVD 88
 SU0547
 SU0547  VERT ORDER  -  SECOND    CLASS 0
 SU0547
 SU0547.The horizontal coordinates were scaled from a topographic map and have
 SU0547.an estimated accuracy of +/- 6 seconds.
 SU0547
 SU0547.The orthometric height was determined by differential leveling
 SU0547.and adjusted by the National Geodetic Survey in June 1991..
 SU0547
 SU0547.The geoid height was determined by GEOID03.
 SU0547
 SU0547.The dynamic height is computed by dividing the NAVD 88
 SU0547.geopotential number by the normal gravity value computed on the
 SU0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0547.degrees latitude (g = 980.6199 gals.).
 SU0547
 SU0547.The modeled gravity was interpolated from observed gravity values.
 SU0547
 SU0547;                    North         East    Units  Estimated Accuracy
 SU0547;SPC ID W     -   599,980.      792,190.      MT  (+/- 180 meters Scaled)
 SU0547
 SU0547                          SUPERSEDED SURVEY CONTROL
 SU0547
 SU0547  NGVD 29 (??/??/92) 1235.069  (m)         4052.06   (f) ADJ UNCH    2 0
 SU0547
 SU0547.Superseded values are not recommended for survey control.
 SU0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0547.See file dsdata.txt to determine how the superseded data were derived.
 SU0547
 SU0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN871131(NAD 83)
 SU0547_MARKER: DB = BENCH MARK DISK
 SU0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0547_STAMPING: B-157 1935
 SU0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0547+STABILITY: SURFACE MOTION
 SU0547
 SU0547  HISTORY     - Date     Condition        Report By
 SU0547  HISTORY     - 1935     MONUMENTED       CGS
 SU0547  HISTORY     - 1936     GOOD             NGS
 SU0547  HISTORY     - 1971     POOR             USGS
 SU0547
 SU0547                          STATION DESCRIPTION
 SU0547
 SU0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SU0547'18.2 MI S FROM AVERY.
 SU0547'18.2 MILES SOUTH OF AVERY, ALONG ROAD TO JUG CAMP, FROM C.M. ST. P.
 SU0547'AND P. RY. STATION.  ABOUT 600 FT. WEST OF WOODEN ROAD BRIDGE OVER
 SU0547'LITTLE NORTH FORK OF CLEAR WATER RIVER.  48 FT. SOUTH OF CENTERLINE OF
 SU0547'ROAD TO JUG CAMP.  25 FT. SOUTHEAST OF SPRUCE TREE, 4 FT. IN DIAMETER
 SU0547'AT BASE, WITH TRIANGLE BLAZE 6 FT. ABOVE GROUND ON NORTH SIDE. A
 SU0547'BRONZE DISC SET IN TOP OF PRECAST CONCRETE POST SET ON OUTSIDE OF ROAD
 SU0547'CURVE AND IN CENTER OF CAMP GROUNDS.  NOTE-- BM IS IN PLACE BUT IS
 SU0547'TILTED 30 DEG SOUTH OF ITS ORIGINAL VERTICAL POSITION.
 SU0547
 SU0547                          STATION RECOVERY (1971)
 SU0547
 SU0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SU0547'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0481 ***********************************************************************
 QA0481  DESIGNATION -  B 158
 QA0481  PID         -  QA0481
 QA0481  STATE/COUNTY-  ID/BOISE
 QA0481  USGS QUAD   -  LOWMAN (1972)
 QA0481
 QA0481                         *CURRENT SURVEY CONTROL
 QA0481  ___________________________________________________________________
 QA0481* NAD 83(1986)-  44 04 50.     (N)    115 36 27.     (W)     SCALED    
 QA0481* NAVD 88     -      1162.079  (meters)    3812.59   (feet)  ADJUSTED  
 QA0481  ___________________________________________________________________
 QA0481  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 QA0481  DYNAMIC HT  -        1161.517 (meters)    3810.74  (feet)  COMP
 QA0481  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 QA0481
 QA0481  VERT ORDER  -  SECOND    CLASS 0
 QA0481
 QA0481.The horizontal coordinates were scaled from a topographic map and have
 QA0481.an estimated accuracy of +/- 6 seconds.
 QA0481
 QA0481.The orthometric height was determined by differential leveling
 QA0481.and adjusted by the National Geodetic Survey in June 1991..
 QA0481
 QA0481.The geoid height was determined by GEOID03.
 QA0481
 QA0481.The dynamic height is computed by dividing the NAVD 88
 QA0481.geopotential number by the normal gravity value computed on the
 QA0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0481.degrees latitude (g = 980.6199 gals.).
 QA0481
 QA0481.The modeled gravity was interpolated from observed gravity values.
 QA0481
 QA0481;                    North         East    Units  Estimated Accuracy
 QA0481;SPC ID W     -   268,150.      811,410.      MT  (+/- 180 meters Scaled)
 QA0481
 QA0481                          SUPERSEDED SURVEY CONTROL
 QA0481
 QA0481  NGVD 29 (??/??/92) 1160.916  (m)         3808.77   (f) ADJ UNCH    2 0
 QA0481
 QA0481.Superseded values are not recommended for survey control.
 QA0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0481.See file dsdata.txt to determine how the superseded data were derived.
 QA0481
 QA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ114817(NAD 83)
 QA0481_MARKER: DB = BENCH MARK DISK
 QA0481_SETTING: 80 = SET IN A BOULDER
 QA0481_SP_SET: BOULDER
 QA0481_STAMPING: B 158 1935
 QA0481_MARK LOGO: CGS   
 QA0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 QA0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0481+STABILITY: SURFACE MOTION
 QA0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QA0481+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1995
 QA0481
 QA0481  HISTORY     - Date     Condition        Report By
 QA0481  HISTORY     - 1935     MONUMENTED       CGS
 QA0481  HISTORY     - 1972     GOOD             USGS
 QA0481  HISTORY     - 19950922 GOOD             NGS
 QA0481
 QA0481                          STATION DESCRIPTION
 QA0481
 QA0481'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 QA0481'0.65 MI E FROM LOWMAN.
 QA0481'ABOUT 0.65 MILES EAST ALONG STATE HWY. 21 FROM SOUTH FORK LODGE IN
 QA0481'LOWMAN, ABOUT 300 FEET SOUTH OF HIGHWAY, ABOUT 300 FEET WEST OF THE
 QA0481'MOUTH OF MILLER CREEK, 95 FEET SOUTH OF OLD HIGHWAY, 28 FEET NORTH OF
 QA0481'RIVER BANK AND ABOUT 9 FEET ABOVE RIVER, IN TOP OF A 6 BY 9 FOOT
 QA0481'BOULDER WHICH PROJECTS ABOUT 2 FEET.
 QA0481
 QA0481                          STATION RECOVERY (1995)
 QA0481
 QA0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 QA0481'REACHED FROM THE JUNCTION OF STATE HIGHWAY 21 AND THE BANKS LOWMAN
 QA0481'HIGHWAY IN LOWMAN.  GO SOUTHEAST ON STATE HIGHWAY 21 FOR 0.285 KM
 QA0481'(0.15 MI) TO A DIM TRACK ROAD ON THE RIGHT (JUST AFTER CROSSING THE
 QA0481'BRIDGE OVER CLEAR CREEK) TURN RIGHT AND THEN LEFT AND FOLLOW TRACK
 QA0481'ROAD SOUTHEAST FOR 0.363 KM (0.20 MI) TO THE MARK ON THE RIGHT IN A
 QA0481'SMALL CLEAR AREA AT THE BOTTOM OF THE GRADE.  LOCATED 26.2 M (86.0 FT)
 QA0481'SOUTHWEST OF THE CENTER OF THE TRACK ROAD AND 8.0 M (26.2 FT)
 QA0481'NORTHEAST OF THE RIVER BANK.  MARK IS CEMENTED IN TOP OF A 6 BY 9 FOOT
 QA0481'(2.7 M) BOULDER PROJECTING ABOUT 2-FEET ABOVE THE GROUND.  NO WITNESS
 QA0481'POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0352 ***********************************************************************
 QA0352  DESIGNATION -  B 159
 QA0352  PID         -  QA0352
 QA0352  STATE/COUNTY-  ID/BOISE
 QA0352  USGS QUAD   -  GRANDJEAN (1972)
 QA0352
 QA0352                         *CURRENT SURVEY CONTROL
 QA0352  ___________________________________________________________________
 QA0352* NAD 83(1986)-  44 10 08.     (N)    115 12 26.     (W)     SCALED    
 QA0352* NAVD 88     -      1544.528  (meters)    5067.34   (feet)  ADJUSTED  
 QA0352  ___________________________________________________________________
 QA0352  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 QA0352  DYNAMIC HT  -        1543.676 (meters)    5064.54  (feet)  COMP
 QA0352  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 QA0352
 QA0352  VERT ORDER  -  SECOND    CLASS 0
 QA0352
 QA0352.The horizontal coordinates were scaled from a topographic map and have
 QA0352.an estimated accuracy of +/- 6 seconds.
 QA0352
 QA0352.The orthometric height was determined by differential leveling
 QA0352.and adjusted by the National Geodetic Survey in June 1991..
 QA0352
 QA0352.The geoid height was determined by GEOID03.
 QA0352
 QA0352.The dynamic height is computed by dividing the NAVD 88
 QA0352.geopotential number by the normal gravity value computed on the
 QA0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0352.degrees latitude (g = 980.6199 gals.).
 QA0352
 QA0352.The modeled gravity was interpolated from observed gravity values.
 QA0352
 QA0352;                    North         East    Units  Estimated Accuracy
 QA0352;SPC ID W     -   278,100.      843,410.      MT  (+/- 180 meters Scaled)
 QA0352
 QA0352                          SUPERSEDED SURVEY CONTROL
 QA0352
 QA0352  NGVD 29 (??/??/92) 1543.262  (m)         5063.19   (f) ADJ UNCH    2 0
 QA0352
 QA0352.Superseded values are not recommended for survey control.
 QA0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0352.See file dsdata.txt to determine how the superseded data were derived.
 QA0352
 QA0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ433921(NAD 83)
 QA0352_MARKER: DB = BENCH MARK DISK
 QA0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0352_SP_SET: CULVERT
 QA0352_STAMPING: B 159 1935
 QA0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0352
 QA0352  HISTORY     - Date     Condition        Report By
 QA0352  HISTORY     - 1935     MONUMENTED       CGS
 QA0352  HISTORY     - 1960     GOOD             NGS
 QA0352
 QA0352                          STATION DESCRIPTION
 QA0352
 QA0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0352'2.1 MI W FROM GRANDJEAN.
 QA0352'2.1 MILES WEST ALONG STATE HIGHWAY 21 FROM THE SAWTOOTH LODGE AT
 QA0352'GRANDJEAN, 0.2 MILE EAST OF A 12-INCH PIPE CULVERT UNDER THE HIGHWAY,
 QA0352'ON A BARREN SLOPE, IN TOP OF A 7-BY 11-FOOT GRANITE OUTCROP WHICH
 QA0352'PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 23 1/2 FEET SOUTHWEST OF THE
 QA0352'CENTER LINE OF HIGHWAY, 135 FEET NORTHWEST OF THE CENTER OF A CURVE,
 QA0352'46 FEET EAST OF A TELEPHONE POLE, 15 FEET SOUTHEAST OF THE CENTER OF A
 QA0352'SMALL WASH, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0046 ***********************************************************************
 QA0046  DESIGNATION -  B 16
 QA0046  PID         -  QA0046
 QA0046  STATE/COUNTY-  ID/CUSTER
 QA0046  USGS QUAD   -  LITTLE ANTELOPE FLAT (1963)
 QA0046
 QA0046                         *CURRENT SURVEY CONTROL
 QA0046  ___________________________________________________________________
 QA0046* NAD 83(1986)-  44 23 34.     (N)    114 05 45.     (W)     SCALED    
 QA0046* NAVD 88     -      1714.386  (meters)    5624.61   (feet)  ADJUSTED  
 QA0046  ___________________________________________________________________
 QA0046  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 QA0046  DYNAMIC HT  -        1713.438 (meters)    5621.50  (feet)  COMP
 QA0046  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 QA0046
 QA0046  VERT ORDER  -  FIRST     CLASS II
 QA0046
 QA0046.The horizontal coordinates were scaled from a topographic map and have
 QA0046.an estimated accuracy of +/- 6 seconds.
 QA0046
 QA0046.The orthometric height was determined by differential leveling
 QA0046.and adjusted by the National Geodetic Survey in June 1991..
 QA0046
 QA0046.The geoid height was determined by GEOID03.
 QA0046
 QA0046.The dynamic height is computed by dividing the NAVD 88
 QA0046.geopotential number by the normal gravity value computed on the
 QA0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0046.degrees latitude (g = 980.6199 gals.).
 QA0046
 QA0046.The modeled gravity was interpolated from observed gravity values.
 QA0046
 QA0046;                    North         East    Units  Estimated Accuracy
 QA0046;SPC ID C     -   302,840.      492,370.      MT  (+/- 180 meters Scaled)
 QA0046
 QA0046                          SUPERSEDED SURVEY CONTROL
 QA0046
 QA0046  NGVD 29 (??/??/92) 1713.130  (m)         5620.49   (f) ADJ UNCH    1 2
 QA0046
 QA0046.Superseded values are not recommended for survey control.
 QA0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0046.See file dsdata.txt to determine how the superseded data were derived.
 QA0046
 QA0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK313196(NAD 83)
 QA0046_MARKER: DB = BENCH MARK DISK
 QA0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0046_MARK LOGO: CGS   
 QA0046_PROJECTION: PROJECTING 18 CENTIMETERS
 QA0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0046+STABILITY: SURFACE MOTION
 QA0046
 QA0046  HISTORY     - Date     Condition        Report By
 QA0046  HISTORY     - UNK      MONUMENTED       CGS
 QA0046  HISTORY     - 1961     GOOD             NGS
 QA0046  HISTORY     - 1985     GOOD             NGS
 QA0046
 QA0046                          STATION DESCRIPTION
 QA0046
 QA0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QA0046'10.5 MI SE FROM CHALLIS.
 QA0046'10.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 ALT. FROM THE COUNTY COURT
 QA0046'HOUSE IN CHALLIS, CUSTER COUNTY, TO A Y ROAD FORK, TAKE RIGHT FORK AND
 QA0046'FOLLOW DIRT ROAD 0.6 MILE TO THE TOP OF A HILL AND THE BENCH MARK IS
 QA0046'50 FEET WEST OF THE ROAD.
 QA0046
 QA0046                          STATION RECOVERY (1985)
 QA0046
 QA0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QA0046'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.8 KM
 QA0046'(10.4 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE INTERSECTION OF MAIN
 QA0046'STREET AT CHALLIS, THENCE 0.36 KM (0.23 MI) WEST-SOUTHWEST ALONG A
 QA0046'DIRT ROAD, ON THE TOP OF THE NORTHWEST END OF A FLAT TOPPED RIDGE, ON
 QA0046'THE INSIDE OF A SHARP CURVE OF A DIRT IRRIGATION CANAL, 14.9 METERS
 QA0046'(49 FT) WEST OF THE CENTER OF THE DIRT ROAD, 31.7 METERS (104 FT)
 QA0046'SOUTH OF THE CENTER OF THE EAST-WEST PORTION OF THE CANAL AND
 QA0046'30.2 METERS (99 FT) EAST OF THE CENTER OF THE NORTH-SOUTH PORTION OF
 QA0046'THE CANAL.
 QA0046'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 QA0046'THE MARK IS 0.3 M BELOW THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0374 ***********************************************************************
 QA0374  DESIGNATION -  B 160
 QA0374  PID         -  QA0374
 QA0374  STATE/COUNTY-  ID/CUSTER
 QA0374  USGS QUAD   -  STANLEY LAKE (1972)
 QA0374
 QA0374                         *CURRENT SURVEY CONTROL
 QA0374  ___________________________________________________________________
 QA0374* NAD 83(1986)-  44 14 52.     (N)    115 03 44.     (W)     SCALED    
 QA0374* NAVD 88     -      1994.030  (meters)    6542.08   (feet)  ADJUSTED  
 QA0374  ___________________________________________________________________
 QA0374  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 QA0374  DYNAMIC HT  -        1992.815 (meters)    6538.09  (feet)  COMP
 QA0374  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 QA0374
 QA0374  VERT ORDER  -  SECOND    CLASS 0
 QA0374
 QA0374.The horizontal coordinates were scaled from a topographic map and have
 QA0374.an estimated accuracy of +/- 6 seconds.
 QA0374
 QA0374.The orthometric height was determined by differential leveling
 QA0374.and adjusted by the National Geodetic Survey in June 1991..
 QA0374
 QA0374.The geoid height was determined by GEOID03.
 QA0374
 QA0374.The dynamic height is computed by dividing the NAVD 88
 QA0374.geopotential number by the normal gravity value computed on the
 QA0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0374.degrees latitude (g = 980.6199 gals.).
 QA0374
 QA0374.The modeled gravity was interpolated from observed gravity values.
 QA0374
 QA0374;                    North         East    Units  Estimated Accuracy
 QA0374;SPC ID C     -   287,270.      415,160.      MT  (+/- 180 meters Scaled)
 QA0374
 QA0374                          SUPERSEDED SURVEY CONTROL
 QA0374
 QA0374  NGVD 29 (??/??/92) 1992.740  (m)         6537.85   (f) ADJ UNCH    2 0
 QA0374
 QA0374.Superseded values are not recommended for survey control.
 QA0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0374.See file dsdata.txt to determine how the superseded data were derived.
 QA0374
 QA0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK547012(NAD 83)
 QA0374_MARKER: DB = BENCH MARK DISK
 QA0374_SETTING: 80 = SET IN A BOULDER
 QA0374_SP_SET: BOULDER
 QA0374_STAMPING: B 160 1935
 QA0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0374+STABILITY: SURFACE MOTION
 QA0374
 QA0374  HISTORY     - Date     Condition        Report By
 QA0374  HISTORY     - 1935     MONUMENTED       CGS
 QA0374  HISTORY     - 1960     GOOD             NGS
 QA0374  HISTORY     - 1972     GOOD             USGS
 QA0374
 QA0374                          STATION DESCRIPTION
 QA0374
 QA0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0374'7.9 MI W FROM STANLEY.
 QA0374'7.9 MILES WEST ALONG STANLEY LAKE HIGHWAY FROM THE POST OFFICE AT
 QA0374'STANLEY, IN THE APPROXIMATE CENTER OF A LARGE CLEARING, IN TOP OF LONE
 QA0374'6-BY 9-FOOT FLAT GRANITE BOULDER, 75 FEET NORTHWEST OF THE CENTER LINE
 QA0374'OF THE HIGHWAY, 94.4 FEET NORTH OF THE NORTH CORNER OF THE NORTHWEST
 QA0374'CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, 1.9 FEET SOUTHWEST OF A
 QA0374'WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 QA0374
 QA0374                          STATION RECOVERY (1972)
 QA0374
 QA0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0735 ***********************************************************************
 OZ0735  DESIGNATION -  B 161
 OZ0735  PID         -  OZ0735
 OZ0735  STATE/COUNTY-  ID/BOISE
 OZ0735  USGS QUAD   -  ARROWROCK RESERVOIR (1969)
 OZ0735
 OZ0735                         *CURRENT SURVEY CONTROL
 OZ0735  ___________________________________________________________________
 OZ0735* NAD 83(1986)-  43 43 16.     (N)    115 50 50.     (W)     SCALED    
 OZ0735* NAVD 88     -      1329.635  (meters)    4362.31   (feet)  ADJUSTED  
 OZ0735  ___________________________________________________________________
 OZ0735  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 OZ0735  DYNAMIC HT  -        1328.954 (meters)    4360.08  (feet)  COMP
 OZ0735  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 OZ0735
 OZ0735  VERT ORDER  -  SECOND    CLASS 0
 OZ0735
 OZ0735.The horizontal coordinates were scaled from a topographic map and have
 OZ0735.an estimated accuracy of +/- 6 seconds.
 OZ0735
 OZ0735.The orthometric height was determined by differential leveling
 OZ0735.and adjusted by the National Geodetic Survey in June 1991..
 OZ0735
 OZ0735.The geoid height was determined by GEOID03.
 OZ0735
 OZ0735.The dynamic height is computed by dividing the NAVD 88
 OZ0735.geopotential number by the normal gravity value computed on the
 OZ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0735.degrees latitude (g = 980.6199 gals.).
 OZ0735
 OZ0735.The modeled gravity was interpolated from observed gravity values.
 OZ0735
 OZ0735;                    North         East    Units  Estimated Accuracy
 OZ0735;SPC ID W     -   228,210.      792,170.      MT  (+/- 180 meters Scaled)
 OZ0735
 OZ0735                          SUPERSEDED SURVEY CONTROL
 OZ0735
 OZ0735  NGVD 29 (??/??/92) 1328.527  (m)         4358.68   (f) ADJ UNCH    2 0
 OZ0735
 OZ0735.Superseded values are not recommended for survey control.
 OZ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0735.See file dsdata.txt to determine how the superseded data were derived.
 OZ0735
 OZ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ928415(NAD 83)
 OZ0735_MARKER: DB = BENCH MARK DISK
 OZ0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0735_STAMPING: B 161 1935
 OZ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0735+STABILITY: SURFACE MOTION
 OZ0735
 OZ0735  HISTORY     - Date     Condition        Report By
 OZ0735  HISTORY     - 1935     MONUMENTED       CGS
 OZ0735  HISTORY     - 1969     MARK NOT FOUND   USGS
 OZ0735
 OZ0735                          STATION DESCRIPTION
 OZ0735
 OZ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0735'8.5 MI S FROM IDAHO CITY.
 OZ0735'ABOUT 8.5 MILES SOUTH ALONG STATE HIGHWAY 21 FROM IDAHO CITY, BOISE
 OZ0735'COUNTY, THENCE ABOUT 5.1 MILES EAST ALONG THE THORNE CREEK ROAD, ABOUT
 OZ0735'1.1 MILES SOUTHEAST OF THE TURNING OF THE ROAD FROM THORNE CREEK, AT
 OZ0735'THE WIDENING OF THE GULCH CROSSED BY THE ROAD, 40 FEET WEST OF THE
 OZ0735'SOUTHWEST END OF A LOG CULVERT, AND 27 FEET SOUTHWEST OF THE CENTER
 OZ0735'LINE OF THE ROAD.  A STANDARD DISK, STAMPED B 161 1935 AND SET IN THE
 OZ0735'TOP OF A CONCRETE POST.
 OZ0735
 OZ0735                          STATION RECOVERY (1969)
 OZ0735
 OZ0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OZ0735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0469 ***********************************************************************
 OZ0469  DESIGNATION -  B 162
 OZ0469  PID         -  OZ0469
 OZ0469  STATE/COUNTY-  ID/ELMORE
 OZ0469  USGS QUAD   -  PINE (1973)
 OZ0469
 OZ0469                         *CURRENT SURVEY CONTROL
 OZ0469  ___________________________________________________________________
 OZ0469* NAD 83(1986)-  43 26 02.     (N)    115 19 18.     (W)     SCALED    
 OZ0469* NAVD 88     -      1346.661  (meters)    4418.17   (feet)  ADJUSTED  
 OZ0469  ___________________________________________________________________
 OZ0469  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 OZ0469  DYNAMIC HT  -        1345.939 (meters)    4415.80  (feet)  COMP
 OZ0469  MODELED GRAV-     980,036.9   (mgal)                       NAVD 88
 OZ0469
 OZ0469  VERT ORDER  -  SECOND    CLASS 0
 OZ0469
 OZ0469.The horizontal coordinates were scaled from a topographic map and have
 OZ0469.an estimated accuracy of +/- 6 seconds.
 OZ0469
 OZ0469.The orthometric height was determined by differential leveling
 OZ0469.and adjusted by the National Geodetic Survey in June 1991..
 OZ0469
 OZ0469.The geoid height was determined by GEOID03.
 OZ0469
 OZ0469.The dynamic height is computed by dividing the NAVD 88
 OZ0469.geopotential number by the normal gravity value computed on the
 OZ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0469.degrees latitude (g = 980.6199 gals.).
 OZ0469
 OZ0469.The modeled gravity was interpolated from observed gravity values.
 OZ0469
 OZ0469;                    North         East    Units  Estimated Accuracy
 OZ0469;SPC ID W     -   196,390.      834,680.      MT  (+/- 180 meters Scaled)
 OZ0469
 OZ0469                          SUPERSEDED SURVEY CONTROL
 OZ0469
 OZ0469  NGVD 29 (??/??/92) 1345.593  (m)         4414.67   (f) ADJ UNCH    2 0
 OZ0469
 OZ0469.Superseded values are not recommended for survey control.
 OZ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0469.See file dsdata.txt to determine how the superseded data were derived.
 OZ0469
 OZ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ358103(NAD 83)
 OZ0469_MARKER: DB = BENCH MARK DISK
 OZ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0469_STAMPING: B 162 1935
 OZ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0469+STABILITY: SURFACE MOTION
 OZ0469
 OZ0469  HISTORY     - Date     Condition        Report By
 OZ0469  HISTORY     - 1935     MONUMENTED       CGS
 OZ0469  HISTORY     - 1950     GOOD             NGS
 OZ0469  HISTORY     - 1973     MARK NOT FOUND   USGS
 OZ0469
 OZ0469                          STATION DESCRIPTION
 OZ0469
 OZ0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0469'4.1 MI S FROM PINE.
 OZ0469'4.1 MILES SOUTH ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0469'PINE, 0.3 MILE SOUTHWEST OF A 30-INCH CORRUGATED METAL PIPE CULVERT AT
 OZ0469'GOAT CREEK, 48 FEET SOUTHEAST OF THE CENTER OF SLOANS GULCH, 37.6 FEET
 OZ0469'WEST OF AND ACROSS THE ROAD FROM A FENCE CORNER POST, 14 FEET
 OZ0469'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.2 FEET SOUTHWEST OF A
 OZ0469'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 OZ0469'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OZ0469
 OZ0469                          STATION RECOVERY (1973)
 OZ0469
 OZ0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0072 ***********************************************************************
 NU0072  DESIGNATION -  B 164
 NU0072  PID         -  NU0072
 NU0072  STATE/COUNTY-  ID/BANNOCK
 NU0072  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0072
 NU0072                         *CURRENT SURVEY CONTROL
 NU0072  ___________________________________________________________________
 NU0072* NAD 83(1986)-  42 54 21.     (N)    112 27 27.     (W)     SCALED    
 NU0072* NAVD 88     -      1362.387  (meters)    4469.76   (feet)  ADJUSTED  
 NU0072  ___________________________________________________________________
 NU0072  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 NU0072  DYNAMIC HT  -        1361.610 (meters)    4467.22  (feet)  COMP
 NU0072  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 NU0072
 NU0072  VERT ORDER  -  FIRST     CLASS I
 NU0072
 NU0072.The horizontal coordinates were scaled from a topographic map and have
 NU0072.an estimated accuracy of +/- 6 seconds.
 NU0072
 NU0072.The orthometric height was determined by differential leveling
 NU0072.and adjusted by the National Geodetic Survey in June 1991..
 NU0072.WARNING-Repeat measurements at this control monument indicate possible
 NU0072.vertical movement.
 NU0072
 NU0072.The geoid height was determined by GEOID03.
 NU0072
 NU0072.The dynamic height is computed by dividing the NAVD 88
 NU0072.geopotential number by the normal gravity value computed on the
 NU0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0072.degrees latitude (g = 980.6199 gals.).
 NU0072
 NU0072.The modeled gravity was interpolated from observed gravity values.
 NU0072
 NU0072;                    North         East    Units  Estimated Accuracy
 NU0072;SPC ID E     -   137,680.      176,250.      MT  (+/- 180 meters Scaled)
 NU0072
 NU0072                          SUPERSEDED SURVEY CONTROL
 NU0072
 NU0072  NGVD 29 (08/20/92) 1361.334  (m)         4466.31   (f) ADJUSTED    1 1
 NU0072
 NU0072.Superseded values are not recommended for survey control.
 NU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0072.See file dsdata.txt to determine how the superseded data were derived.
 NU0072
 NU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN810513(NAD 83)
 NU0072_MARKER: DB = BENCH MARK DISK
 NU0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0072_SP_SET: FOUNDATION
 NU0072_STAMPING: B 164 1941
 NU0072_MARK LOGO: CGS   
 NU0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0072
 NU0072  HISTORY     - Date     Condition        Report By
 NU0072  HISTORY     - 1941     MONUMENTED       CGS
 NU0072  HISTORY     - 1967     GOOD             NGS
 NU0072  HISTORY     - 1983     GOOD             NGS
 NU0072  HISTORY     - 1983     GOOD             NGS
 NU0072
 NU0072                          STATION DESCRIPTION
 NU0072
 NU0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0072'3.0 MI N FROM POCATELLO.
 NU0072'3.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE OVERPASS
 NU0072'OVER CENTER STREET AT POCATELLO, AT U.S, HIGHWAY 191 OVERPASS 137.06,
 NU0072'IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE
 NU0072'NORTH ONE OF THE WEST ROW OF CONCRETE PILLARS ON THE EAST SIDE OF THE
 NU0072'TRACK, 21 1/2 FEET EAST OF THE EAST RAIL, ABOUT LEVEL WITH THE TRACK,
 NU0072'AND 0.5 FOOT ABOVE THE GROUND.
 NU0072
 NU0072                          STATION RECOVERY (1983)
 NU0072
 NU0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0072'RECOVERED IN GOOD CONDITION.
 NU0072
 NU0072                          STATION RECOVERY (1983)
 NU0072
 NU0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1816 ***********************************************************************
 NU1816  DESIGNATION -  B 164 RESET
 NU1816  PID         -  NU1816
 NU1816  STATE/COUNTY-  ID/BANNOCK
 NU1816  USGS QUAD   -  POCATELLO NORTH (1971)
 NU1816
 NU1816                         *CURRENT SURVEY CONTROL
 NU1816  ___________________________________________________________________
 NU1816* NAD 83(1986)-  42 54 21.     (N)    112 27 27.     (W)     SCALED    
 NU1816* NAVD 88     -      1361.76   (meters)    4467.7    (feet)  RESET     
 NU1816  ___________________________________________________________________
 NU1816  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 NU1816
 NU1816  VERT ORDER  -  THIRD
 NU1816
 NU1816.The horizontal coordinates were scaled from a topographic map and have
 NU1816.an estimated accuracy of +/- 6 seconds.
 NU1816
 NU1816.The orthometric height was computed from unverified reset data.
 NU1816.No vertical observational check was made to the station.
 NU1816
 NU1816.The geoid height was determined by GEOID03.
 NU1816
 NU1816;                    North         East    Units  Estimated Accuracy
 NU1816;SPC ID E     -   137,680.      176,250.      MT  (+/- 180 meters Scaled)
 NU1816
 NU1816                          SUPERSEDED SURVEY CONTROL
 NU1816
 NU1816  NGVD 29 (03/27/06) 1360.71   (m)         4464.3    (f) RESET       3  
 NU1816
 NU1816.Superseded values are not recommended for survey control.
 NU1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1816.See file dsdata.txt to determine how the superseded data were derived.
 NU1816
 NU1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN810513(NAD 83)
 NU1816_MARKER: DB = BENCH MARK DISK
 NU1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1816_SP_SET: CONCRETE POST
 NU1816_STAMPING: B 164 RESET 1983
 NU1816_MARK LOGO: NGS   
 NU1816_PROJECTION: PROJECTING 5 CENTIMETERS
 NU1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1816+STABILITY: SURFACE MOTION
 NU1816
 NU1816  HISTORY     - Date     Condition        Report By
 NU1816  HISTORY     - 1983     MONUMENTED       NGS
 NU1816
 NU1816                          STATION DESCRIPTION
 NU1816
 NU1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1816'IN POCATELLO.
 NU1816'5.0 KM (3.10 MI) NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU1816'OVERPASS OVER CENTER STREET, 0.08 KM (0.05 MI) NORTH OF US 191
 NU1816'OVERPASS 137.06, 23.2 METERS SOUTHWEST OF WEST GATE POST OF GATE
 NU1816'ACROSS TRACK INTO KRAFT CO., 15.1 METERS SOUTHEAST OF CENTERLINE OF
 NU1816'MAIN TRACK, 0.30 METERS NORTHWEST OF FENCE, AND 0.25 METERS NORTHEAST
 NU1816'OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0802 ***********************************************************************
 NU0802  DESIGNATION -  B 165
 NU0802  PID         -  NU0802
 NU0802  STATE/COUNTY-  ID/BLAINE
 NU0802  USGS QUAD   -  LAKE WALCOTT EAST (1984)
 NU0802
 NU0802                         *CURRENT SURVEY CONTROL
 NU0802  ___________________________________________________________________
 NU0802* NAD 83(1986)-  42 42 29.     (N)    113 16 39.     (W)     SCALED    
 NU0802* NAVD 88     -      1304.102  (meters)    4278.54   (feet)  ADJUSTED  
 NU0802  ___________________________________________________________________
 NU0802  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 NU0802  DYNAMIC HT  -        1303.358 (meters)    4276.10  (feet)  COMP
 NU0802  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 NU0802
 NU0802  VERT ORDER  -  FIRST     CLASS II
 NU0802
 NU0802.The horizontal coordinates were scaled from a topographic map and have
 NU0802.an estimated accuracy of +/- 6 seconds.
 NU0802
 NU0802.The orthometric height was determined by differential leveling
 NU0802.and adjusted by the National Geodetic Survey in June 1991..
 NU0802
 NU0802.The geoid height was determined by GEOID03.
 NU0802
 NU0802.The dynamic height is computed by dividing the NAVD 88
 NU0802.geopotential number by the normal gravity value computed on the
 NU0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0802.degrees latitude (g = 980.6199 gals.).
 NU0802
 NU0802.The modeled gravity was interpolated from observed gravity values.
 NU0802
 NU0802;                    North         East    Units  Estimated Accuracy
 NU0802;SPC ID C     -   115,920.      559,190.      MT  (+/- 180 meters Scaled)
 NU0802
 NU0802                          SUPERSEDED SURVEY CONTROL
 NU0802
 NU0802  NGVD 29 (??/??/92) 1303.108  (m)         4275.28   (f) ADJ UNCH    1 2
 NU0802
 NU0802.Superseded values are not recommended for survey control.
 NU0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0802.See file dsdata.txt to determine how the superseded data were derived.
 NU0802
 NU0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN134309(NAD 83)
 NU0802_MARKER: DB = BENCH MARK DISK
 NU0802_SETTING: 66 = SET IN ROCK OUTCROP
 NU0802_SP_SET: BEDROCK
 NU0802_STAMPING: B 165 1941
 NU0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0802+STABILITY: POSITION/ELEVATION WELL
 NU0802
 NU0802  HISTORY     - Date     Condition        Report By
 NU0802  HISTORY     - 1941     MONUMENTED       CGS
 NU0802  HISTORY     - 1957     GOOD             USGS
 NU0802
 NU0802                          STATION DESCRIPTION
 NU0802
 NU0802'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0802'11.2 MI E FROM MINIDOKA.
 NU0802'IN BLAINE COUNTY, 11.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD
 NU0802'FROM THE STATION AT MINIDOKA, MINIDOKA COUNTY, 9 POLES WEST OF
 NU0802'MILEPOST 261, 4 POLES EAST OF A CURVE, 65 FEET SOUTH OF THE CENTERLINE
 NU0802'OF THE TRACK, 10 FEET SOUTH OF A ROW OF POLES, AND IN BEDROCK. A
 NU0802'STANDARD DISK, STAMPED B 165 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0453 ***********************************************************************
 SU0453  DESIGNATION -  B 166
 SU0453  PID         -  SU0453
 SU0453  STATE/COUNTY-  ID/SHOSHONE
 SU0453  USGS QUAD   -  AVERY (1995)
 SU0453
 SU0453                         *CURRENT SURVEY CONTROL
 SU0453  ___________________________________________________________________
 SU0453* NAD 83(1986)-  47 17 33.     (N)    115 46 29.     (W)     SCALED    
 SU0453* NAVD 88     -       847.605  (meters)    2780.85   (feet)  ADJUSTED  
 SU0453  ___________________________________________________________________
 SU0453  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 SU0453  DYNAMIC HT  -         847.547 (meters)    2780.66  (feet)  COMP
 SU0453  MODELED GRAV-     980,516.6   (mgal)                       NAVD 88
 SU0453
 SU0453  VERT ORDER  -  SECOND    CLASS 0
 SU0453
 SU0453.The horizontal coordinates were scaled from a topographic map and have
 SU0453.an estimated accuracy of +/- 6 seconds.
 SU0453
 SU0453.The orthometric height was determined by differential leveling
 SU0453.and adjusted by the National Geodetic Survey in June 1991..
 SU0453
 SU0453.The geoid height was determined by GEOID03.
 SU0453
 SU0453.The dynamic height is computed by dividing the NAVD 88
 SU0453.geopotential number by the normal gravity value computed on the
 SU0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0453.degrees latitude (g = 980.6199 gals.).
 SU0453
 SU0453.The modeled gravity was interpolated from observed gravity values.
 SU0453
 SU0453;                    North         East    Units  Estimated Accuracy
 SU0453;SPC ID W     -   625,110.      798,130.      MT  (+/- 180 meters Scaled)
 SU0453
 SU0453                          SUPERSEDED SURVEY CONTROL
 SU0453
 SU0453  NGVD 29 (??/??/92)  846.439  (m)         2777.03   (f) ADJ UNCH    2 0
 SU0453
 SU0453.Superseded values are not recommended for survey control.
 SU0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0453.See file dsdata.txt to determine how the superseded data were derived.
 SU0453
 SU0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN926383(NAD 83)
 SU0453_MARKER: DB = BENCH MARK DISK
 SU0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0453_SP_SET: TUNNEL
 SU0453_STAMPING: B 166 1935
 SU0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0453
 SU0453  HISTORY     - Date     Condition        Report By
 SU0453  HISTORY     - 1935     MONUMENTED       CGS
 SU0453  HISTORY     - 1963     GOOD             NGS
 SU0453
 SU0453                          STATION DESCRIPTION
 SU0453
 SU0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SU0453'4.4 MI N FROM AVERY.
 SU0453'4.4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SU0453'RAILROAD FROM THE STATION AT AVERY, 0.3 MILE NORTH OF MILE POST NO.
 SU0453'1769, 10 FEET EAST OF THE CENTER OF THE TRACKS, IN THE EAST SIDE OF
 SU0453'THE SOUTH PORTAL OF TUNNEL NO. 34, 1 FOOT EAST OF THE WEST SIDE OF THE
 SU0453'PORTAL AND 4 FEET ABOVE THE LEVEL OF THE TRACKS, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0468 ***********************************************************************
 SU0468  DESIGNATION -  B 167
 SU0468  PID         -  SU0468
 SU0468  STATE/COUNTY-  ID/SHOSHONE
 SU0468  USGS QUAD   -  WALLACE (1995)
 SU0468
 SU0468                         *CURRENT SURVEY CONTROL
 SU0468  ___________________________________________________________________
 SU0468* NAD 83(1986)-  47 28 46.     (N)    115 56 06.     (W)     SCALED    
 SU0468* NAVD 88     -       824.090  (meters)    2703.70   (feet)  ADJUSTED  
 SU0468  ___________________________________________________________________
 SU0468  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 SU0468  DYNAMIC HT  -         824.056 (meters)    2703.59  (feet)  COMP
 SU0468  MODELED GRAV-     980,544.5   (mgal)                       NAVD 88
 SU0468
 SU0468  VERT ORDER  -  SECOND    CLASS 0
 SU0468
 SU0468.The horizontal coordinates were scaled from a topographic map and have
 SU0468.an estimated accuracy of +/- 6 seconds.
 SU0468
 SU0468.The orthometric height was determined by differential leveling
 SU0468.and adjusted by the National Geodetic Survey in June 1991..
 SU0468
 SU0468.The geoid height was determined by GEOID03.
 SU0468
 SU0468.The dynamic height is computed by dividing the NAVD 88
 SU0468.geopotential number by the normal gravity value computed on the
 SU0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0468.degrees latitude (g = 980.6199 gals.).
 SU0468
 SU0468.The modeled gravity was interpolated from observed gravity values.
 SU0468
 SU0468;                    North         East    Units  Estimated Accuracy
 SU0468;SPC ID W     -   645,910.      786,060.      MT  (+/- 180 meters Scaled)
 SU0468
 SU0468                          SUPERSEDED SURVEY CONTROL
 SU0468
 SU0468  NGVD 29 (??/??/92)  822.946  (m)         2699.95   (f) ADJ UNCH    2 0
 SU0468
 SU0468.Superseded values are not recommended for survey control.
 SU0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0468.See file dsdata.txt to determine how the superseded data were derived.
 SU0468
 SU0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN802589(NAD 83)
 SU0468_MARKER: DB = BENCH MARK DISK
 SU0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0468_SP_SET: ABUTMENT
 SU0468_STAMPING: B 167 1935
 SU0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0468
 SU0468  HISTORY     - Date     Condition        Report By
 SU0468  HISTORY     - 1935     MONUMENTED       CGS
 SU0468  HISTORY     - 1959     GOOD             NGS
 SU0468  HISTORY     - 1983     GOOD             NGS
 SU0468
 SU0468                          STATION DESCRIPTION
 SU0468
 SU0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SU0468'0.75 MI W FROM WALLACE.
 SU0468'ABOUT 0.75 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SU0468'STATION AT WALLACE, AT STEEL TRUSS BRIDGE 79.26 OVER THE SOUTH FORK OF
 SU0468'COEUR DALENE RIVER, IN THE TOP OF THE SECOND STEP AT THE SOUTH END OF
 SU0468'THE WEST CONCRETE ABUTMENT, 8.6 FEET SOUTH OF THE SOUTH RAIL, 1.8 FEET
 SU0468'NORTH OF THE SOUTH END OF THE STEP, 0.8 FOOT WEST OF THE EAST EDGE OF
 SU0468'THE ABUTMENT, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.
 SU0468
 SU0468                          STATION RECOVERY (1983)
 SU0468
 SU0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SU0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1136 ***********************************************************************
 SU1136  DESIGNATION -  B 167 RESET
 SU1136  PID         -  SU1136
 SU1136  STATE/COUNTY-  ID/SHOSHONE
 SU1136  USGS QUAD   -  WALLACE (1995)
 SU1136
 SU1136                         *CURRENT SURVEY CONTROL
 SU1136  ___________________________________________________________________
 SU1136* NAD 83(1986)-  47 28 46.     (N)    115 56 06.     (W)     SCALED    
 SU1136* NAVD 88     -       824.25   (meters)    2704.2    (feet)  RESET     
 SU1136  ___________________________________________________________________
 SU1136  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 SU1136
 SU1136  VERT ORDER  -  THIRD
 SU1136
 SU1136.The horizontal coordinates were scaled from a topographic map and have
 SU1136.an estimated accuracy of +/- 6 seconds.
 SU1136
 SU1136.The orthometric height was computed from unverified reset data.
 SU1136.No vertical observational check was made to the station.
 SU1136
 SU1136.The geoid height was determined by GEOID03.
 SU1136
 SU1136;                    North         East    Units  Estimated Accuracy
 SU1136;SPC ID W     -   645,910.      786,060.      MT  (+/- 180 meters Scaled)
 SU1136
 SU1136                          SUPERSEDED SURVEY CONTROL
 SU1136
 SU1136  NGVD 29 (03/27/06)  823.11   (m)         2700.5    (f) RESET       3  
 SU1136
 SU1136.Superseded values are not recommended for survey control.
 SU1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1136.See file dsdata.txt to determine how the superseded data were derived.
 SU1136
 SU1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN802589(NAD 83)
 SU1136_MARKER: DB = BENCH MARK DISK
 SU1136_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SU1136_SP_SET: WHAREHOUSE FOOTING
 SU1136_STAMPING: B 167 RESET 1983
 SU1136_MARK LOGO: NGS   
 SU1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU1136+STABILITY: SURFACE MOTION
 SU1136
 SU1136  HISTORY     - Date     Condition        Report By
 SU1136  HISTORY     - 1983     MONUMENTED       NGS
 SU1136
 SU1136                          STATION DESCRIPTION
 SU1136
 SU1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 SU1136'IN WALLACE.
 SU1136'1.37 KM (0.85 MI) WEST ALONG US HIGHWAY 10 FROM THE SHOSHONE COUNTY
 SU1136'COURTHOUSE IN WALLACE TO THE PEABODY SPUNSTRAND COMPANY WHAREHOUSE ON
 SU1136'THE RIGHT AND THE MARK IN THE SOUTHWEST FOOTING OF THE WHAREHOUSE,
 SU1136'15.8 M (51.8 FT) EAST OF A GASILINE VENT AT THE STEPS OF THE
 SU1136'FABRICATING BUILDING, 9.1 M (29.9 FT) SOUTH OF THE CENTER OF THE
 SU1136'WHAREHOUSE DOUBLE DOOR, 0.46 M (1.5 FT) NORTH OF THE SOUTHWEST CORNER
 SU1136'OF THE FOOTING AND 0.3 M (1.0 FT) WEST OF THE SOUTHWEST CORNER OF THE
 SU1136'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0603 ***********************************************************************
 SU0603  DESIGNATION -  B 168
 SU0603  PID         -  SU0603
 SU0603  STATE/COUNTY-  ID/SHOSHONE
 SU0603  USGS QUAD   -  OSBURN (1996)
 SU0603
 SU0603                         *CURRENT SURVEY CONTROL
 SU0603  ___________________________________________________________________
 SU0603* NAD 83(1986)-  47 30 19.     (N)    115 52 39.     (W)     SCALED    
 SU0603* NAVD 88     -       963.132  (meters)    3159.88   (feet)  ADJUSTED  
 SU0603  ___________________________________________________________________
 SU0603  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 SU0603  DYNAMIC HT  -         963.070 (meters)    3159.67  (feet)  COMP
 SU0603  MODELED GRAV-     980,516.1   (mgal)                       NAVD 88
 SU0603
 SU0603  VERT ORDER  -  SECOND    CLASS 0
 SU0603
 SU0603.The horizontal coordinates were scaled from a topographic map and have
 SU0603.an estimated accuracy of +/- 6 seconds.
 SU0603
 SU0603.The orthometric height was determined by differential leveling
 SU0603.and adjusted by the National Geodetic Survey in June 1991..
 SU0603
 SU0603.The geoid height was determined by GEOID03.
 SU0603
 SU0603.The dynamic height is computed by dividing the NAVD 88
 SU0603.geopotential number by the normal gravity value computed on the
 SU0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0603.degrees latitude (g = 980.6199 gals.).
 SU0603
 SU0603.The modeled gravity was interpolated from observed gravity values.
 SU0603
 SU0603;                    North         East    Units  Estimated Accuracy
 SU0603;SPC ID W     -   648,770.      790,400.      MT  (+/- 180 meters Scaled)
 SU0603
 SU0603                          SUPERSEDED SURVEY CONTROL
 SU0603
 SU0603  NGVD 29 (??/??/92)  961.960  (m)         3156.03   (f) ADJ UNCH    2 0
 SU0603
 SU0603.Superseded values are not recommended for survey control.
 SU0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0603.See file dsdata.txt to determine how the superseded data were derived.
 SU0603
 SU0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN845619(NAD 83)
 SU0603_MARKER: DB = BENCH MARK DISK
 SU0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0603_STAMPING: B 168 1935
 SU0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0603+STABILITY: SURFACE MOTION
 SU0603
 SU0603  HISTORY     - Date     Condition        Report By
 SU0603  HISTORY     - 1935     MONUMENTED       CGS
 SU0603  HISTORY     - 1952     GOOD             NGS
 SU0603  HISTORY     - 1982     GOOD             LOCSUR
 SU0603  HISTORY     - 20040927 GOOD             USPSQD
 SU0603
 SU0603                          STATION DESCRIPTION
 SU0603
 SU0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SU0603'3.5 MI SW FROM BURKE.
 SU0603'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE UNION PACIFIC
 SU0603'RAILROAD STATION AT BURKE, SHOSHONE COUNTY, AT THE NORTHEAST END OF A
 SU0603'LONG CURVE, 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE COUNTY
 SU0603'COURTHOUSE AT WALLACE, 133.5 FEET WEST OF THE SOUTHWEST END OF A ROCK
 SU0603'RETAINING WALL, 92.4 FEET WEST OF A POWERLINE POLE, 34.5 FEET
 SU0603'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.8 FOOT SOUTHEAST OF A
 SU0603'WITNESS POST, 2.0 FEET HIGHER THAN THE SURFACE OF THE HIGHWAY, AND SET
 SU0603'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SU0603
 SU0603                          STATION RECOVERY (1982)
 SU0603
 SU0603'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 SU0603'RECOVERED IN GOOD CONDITION.
 SU0603
 SU0603                          STATION RECOVERY (2004)
 SU0603
 SU0603'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLM)
 SU0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0491 ***********************************************************************
 OZ0491  DESIGNATION -  B 169
 OZ0491  PID         -  OZ0491
 OZ0491  STATE/COUNTY-  ID/ELMORE
 OZ0491  USGS QUAD   -  ANDERSON RANCH DAM (1973)
 OZ0491
 OZ0491                         *CURRENT SURVEY CONTROL
 OZ0491  ___________________________________________________________________
 OZ0491* NAD 83(1986)-  43 20 22.     (N)    115 25 45.     (W)     SCALED    
 OZ0491* NAVD 88     -      1516.835  (meters)    4976.48   (feet)  ADJUSTED  
 OZ0491  ___________________________________________________________________
 OZ0491  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 OZ0491  DYNAMIC HT  -        1516.037 (meters)    4973.86  (feet)  COMP
 OZ0491  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 OZ0491
 OZ0491  VERT ORDER  -  SECOND    CLASS 0
 OZ0491
 OZ0491.The horizontal coordinates were scaled from a topographic map and have
 OZ0491.an estimated accuracy of +/- 6 seconds.
 OZ0491
 OZ0491.The orthometric height was determined by differential leveling
 OZ0491.and adjusted by the National Geodetic Survey in June 1991..
 OZ0491
 OZ0491.The geoid height was determined by GEOID03.
 OZ0491
 OZ0491.The dynamic height is computed by dividing the NAVD 88
 OZ0491.geopotential number by the normal gravity value computed on the
 OZ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0491.degrees latitude (g = 980.6199 gals.).
 OZ0491
 OZ0491.The modeled gravity was interpolated from observed gravity values.
 OZ0491
 OZ0491;                    North         East    Units  Estimated Accuracy
 OZ0491;SPC ID W     -   185,860.      826,020.      MT  (+/- 180 meters Scaled)
 OZ0491
 OZ0491                          SUPERSEDED SURVEY CONTROL
 OZ0491
 OZ0491  NGVD 29 (??/??/92) 1515.822  (m)         4973.16   (f) ADJ UNCH    2 0
 OZ0491
 OZ0491.Superseded values are not recommended for survey control.
 OZ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0491.See file dsdata.txt to determine how the superseded data were derived.
 OZ0491
 OZ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH273997(NAD 83)
 OZ0491_MARKER: DB = BENCH MARK DISK
 OZ0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0491_STAMPING: B 169 1935
 OZ0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0491+STABILITY: SURFACE MOTION
 OZ0491
 OZ0491  HISTORY     - Date     Condition        Report By
 OZ0491  HISTORY     - 1935     MONUMENTED       CGS
 OZ0491  HISTORY     - 1973     MARK NOT FOUND   USGS
 OZ0491
 OZ0491                          STATION DESCRIPTION
 OZ0491
 OZ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0491'2.0 MI N FROM BENNETT.
 OZ0491'2.0 MILES NORTH ALONG THE PINE ROAD FROM THE DIXIE STORE AT BENNETT,
 OZ0491'ELMORE COUNTY, AT CAMAS CREEK SUMMIT, AND 57 FEET NORTH OF THE
 OZ0491'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED B 169 1935 AND SET
 OZ0491'IN THE TOP OF A CONCRETE POST.
 OZ0491
 OZ0491                          STATION RECOVERY (1973)
 OZ0491
 OZ0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0521 ***********************************************************************
 PZ0521  DESIGNATION -  B 17
 PZ0521  PID         -  PZ0521
 PZ0521  STATE/COUNTY-  ID/LEMHI
 PZ0521  USGS QUAD   -  GOLDBUG RIDGE (1962)
 PZ0521
 PZ0521                         *CURRENT SURVEY CONTROL
 PZ0521  ___________________________________________________________________
 PZ0521* NAD 83(1986)-  44 52 37.     (N)    113 58 12.     (W)     SCALED    
 PZ0521* NAVD 88     -      1339.958  (meters)    4396.18   (feet)  ADJUSTED  
 PZ0521  ___________________________________________________________________
 PZ0521  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 PZ0521  DYNAMIC HT  -        1339.299 (meters)    4394.02  (feet)  COMP
 PZ0521  MODELED GRAV-     980,081.1   (mgal)                       NAVD 88
 PZ0521
 PZ0521  VERT ORDER  -  FIRST     CLASS II
 PZ0521
 PZ0521.The horizontal coordinates were scaled from a topographic map and have
 PZ0521.an estimated accuracy of +/- 6 seconds.
 PZ0521
 PZ0521.The orthometric height was determined by differential leveling
 PZ0521.and adjusted by the National Geodetic Survey in June 1991..
 PZ0521
 PZ0521.The geoid height was determined by GEOID03.
 PZ0521
 PZ0521.The dynamic height is computed by dividing the NAVD 88
 PZ0521.geopotential number by the normal gravity value computed on the
 PZ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0521.degrees latitude (g = 980.6199 gals.).
 PZ0521
 PZ0521.The modeled gravity was interpolated from observed gravity values.
 PZ0521
 PZ0521;                    North         East    Units  Estimated Accuracy
 PZ0521;SPC ID C     -   356,640.      502,370.      MT  (+/- 180 meters Scaled)
 PZ0521
 PZ0521                          SUPERSEDED SURVEY CONTROL
 PZ0521
 PZ0521  NGVD 29 (??/??/92) 1338.704  (m)         4392.06   (f) ADJ UNCH    1 2
 PZ0521
 PZ0521.Superseded values are not recommended for survey control.
 PZ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0521.See file dsdata.txt to determine how the superseded data were derived.
 PZ0521
 PZ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ654735(NAD 83)
 PZ0521_MARKER: DB = BENCH MARK DISK
 PZ0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0521_STAMPING: 4392.124 B 17 1933
 PZ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0521+STABILITY: SURFACE MOTION
 PZ0521
 PZ0521  HISTORY     - Date     Condition        Report By
 PZ0521  HISTORY     - 1933     MONUMENTED       CGS
 PZ0521
 PZ0521                          STATION DESCRIPTION
 PZ0521
 PZ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PZ0521'24.5 MI S FROM SALMON.
 PZ0521'24.5 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 PZ0521'HIGHWAY 28 AT SALMON, LEMHI COUNTY, AT THE EDISON RANCH, 70 FEET WEST
 PZ0521'OF THE HOUSE, 100 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 70 FEET
 PZ0521'SOUTH OF A CREEK, AND 4 FEET NORTH OF A GATE.  A STANDARD DISK,
 PZ0521'STAMPED 4392.124 B 17 1933 AND SET IN THE TOP OF A CONCRETE POST
 PZ0521'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB5022 ***********************************************************************
 AB5022  DESIGNATION -  B 170 RESET
 AB5022  PID         -  AB5022
 AB5022  STATE/COUNTY-  ID/ELMORE
 AB5022  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 AB5022
 AB5022                         *CURRENT SURVEY CONTROL
 AB5022  ___________________________________________________________________
 AB5022* NAD 83(1986)-  43 08 16.     (N)    115 40 21.     (W)     SCALED    
 AB5022* NAVD 88     -       960.45   (meters)    3151.1    (feet)  RESET     
 AB5022  ___________________________________________________________________
 AB5022  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 AB5022
 AB5022  VERT ORDER  -  THIRD
 AB5022
 AB5022.The horizontal coordinates were scaled from a topographic map and have
 AB5022.an estimated accuracy of +/- 6 seconds.
 AB5022
 AB5022.The orthometric height was computed from unverified reset data.
 AB5022
 AB5022.The geoid height was determined by GEOID03.
 AB5022
 AB5022;                    North         East    Units  Estimated Accuracy
 AB5022;SPC ID W     -   163,410.      806,310.      MT  (+/- 180 meters Scaled)
 AB5022
 AB5022                          SUPERSEDED SURVEY CONTROL
 AB5022
 AB5022.No superseded survey control is available for this station.
 AB5022
 AB5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH079769(NAD 83)
 AB5022_MARKER: DV = VERTICAL CONTROL DISK
 AB5022_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5022_SP_SET: IRRIGATION HEADWALL
 AB5022_STAMPING: B 170 RESET 1995
 AB5022_MARK LOGO: NGS   
 AB5022_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5022+STABILITY: SURFACE MOTION
 AB5022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5022+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5022
 AB5022  HISTORY     - Date     Condition        Report By
 AB5022  HISTORY     - 1995     MONUMENTED       NGS
 AB5022
 AB5022                          STATION DESCRIPTION
 AB5022
 AB5022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AB5022'MARK IS LOCATED NEAR THE SOUTHEAST CORNER OF THE MOUNTAIN HOME GOLF
 AB5022'COURSE ON 8TH NORTH STREET ALONG THE WEST SIDE OF A CANAL. REACHED
 AB5022'FROM THE JUNCTION OF N MAIN STREET AND STATE HIGHWAY 51 IN MOUNTAIN
 AB5022'HOME.  GO EAST AND NORTHEAST ON STATE HIGHWAY 51 FOR 2.76 KM (1.70 MI)
 AB5022'TO A SIDE ROAD LEFT (8TH NORTH STREET) JUST OPPOSITE K MART DEPARTMENT
 AB5022'STORE, TURN LEFT AND GO WESTERLY ON 8TH NORTH STREET FOR 0.7 KM (0.45
 AB5022'MI) TO THE NEW BRIDGE OVER THE EAST SIDE CANAL AND MARK ON THE RIGHT
 AB5022'ABOUT 215 FEET (65.5 M) NORTH OF THE BRIDGE.  LOCATED 11.8 M (38.7 FT)
 AB5022'EAST OF THE NORTHEAST CORNER OF A METAL BUILDING. MARK IS CEMENTED
 AB5022'INTO A DRILL HOLE IN NORTHWEST CORNER OF THE WEST CONCRETE HEADWALL
 AB5022'USED FOR IRRIGATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0542 ***********************************************************************
 NV0542  DESIGNATION -  B 171
 NV0542  PID         -  NV0542
 NV0542  STATE/COUNTY-  ID/OWYHEE
 NV0542  USGS QUAD   -  NOTCH BUTTE (1980)
 NV0542
 NV0542                         *CURRENT SURVEY CONTROL
 NV0542  ___________________________________________________________________
 NV0542* NAD 83(1986)-  42 40 23.     (N)    115 12 26.     (W)     SCALED    
 NV0542* NAVD 88     -      1023.420  (meters)    3357.67   (feet)  ADJUSTED  
 NV0542  ___________________________________________________________________
 NV0542  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 NV0542  DYNAMIC HT  -        1022.895 (meters)    3355.95  (feet)  COMP
 NV0542  MODELED GRAV-     980,073.1   (mgal)                       NAVD 88
 NV0542
 NV0542  VERT ORDER  -  SECOND    CLASS 0
 NV0542
 NV0542.The horizontal coordinates were scaled from a topographic map and have
 NV0542.an estimated accuracy of +/- 6 seconds.
 NV0542
 NV0542.The orthometric height was determined by differential leveling
 NV0542.and adjusted by the National Geodetic Survey in June 1991..
 NV0542
 NV0542.The geoid height was determined by GEOID03.
 NV0542
 NV0542.The dynamic height is computed by dividing the NAVD 88
 NV0542.geopotential number by the normal gravity value computed on the
 NV0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0542.degrees latitude (g = 980.6199 gals.).
 NV0542
 NV0542.The modeled gravity was interpolated from observed gravity values.
 NV0542
 NV0542;                    North         East    Units  Estimated Accuracy
 NV0542;SPC ID W     -   111,920.      844,490.      MT  (+/- 180 meters Scaled)
 NV0542
 NV0542                          SUPERSEDED SURVEY CONTROL
 NV0542
 NV0542  NGVD 29 (??/??/92) 1022.525  (m)         3354.73   (f) ADJ UNCH    2 0
 NV0542
 NV0542.Superseded values are not recommended for survey control.
 NV0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0542.See file dsdata.txt to determine how the superseded data were derived.
 NV0542
 NV0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH469260(NAD 83)
 NV0542_MARKER: DB = BENCH MARK DISK
 NV0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0542_STAMPING: B 171 1935
 NV0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0542+STABILITY: SURFACE MOTION
 NV0542
 NV0542  HISTORY     - Date     Condition        Report By
 NV0542  HISTORY     - 1935     MONUMENTED       CGS
 NV0542  HISTORY     - 1975     GOOD             USGS
 NV0542
 NV0542                          STATION DESCRIPTION
 NV0542
 NV0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0542'36.9 MI E FROM HOT SPRING.
 NV0542'ABOUT 36.9 MILES EAST ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING
 NV0542'BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 30.5 MILES WEST OF
 NV0542'CASTLEFORD, ABOUT 26.0 MILES SOUTHEAST OF GLENNS FERRY, ABOUT 18.0
 NV0542'MILES EAST OF SAILOR CAP BUTTE, ABOUT 1.3 MILES EAST OF PLACE
 NV0542'JUNCTION, ABOUT 1.1 MILES WEST OF THE NOTCH IN NOTCH BUTTE, AND 28
 NV0542'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 NV0542'STAMPED B 171 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NV0542
 NV0542                          STATION RECOVERY (1975)
 NV0542
 NV0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0542'CASTLEFORD. 2.8 MI. W. AND 1.0 MI. N. TO RD. X-ING THEN LEFT (W) FOR
 NV0542'2.8 MI. TO RD. Y, AND END OF PAVEMENT, THEN RIGHT (N) ON MAIN ROAD
 NV0542'FOR 4.8 MI. TO RD. X-ING THEN LEFT (W) ON MAIN ROAD FOR 4.9 MI. TO
 NV0542'RD. X-ING, THEN RIGHT, (N) ON GRAVEL RD. FOR 1.0 MI. N. AND 0.5 MI.
 NV0542'W. TO END OF GRAVEL AT RANCH DRIVEWAY, THEN CONTINUE W. ON DIRT ROAD
 NV0542'FOR 1.0 MI. W., 0.5 MI. N. AND 1.3 MI. WESTERLY TO JCT. WITH TRACK
 NV0542'ROAD. THEN NW ON TRACK RD. FOR 1.15 MI. TO RD Y, THEN LEFT (W) FOR
 NV0542'0.95 MI. TO RD. X-ING, THEN RIGHT (NW) FOR 2.6 MI. TO RD. X-ING, THEN
 NV0542'STRAIGHT AHEAD (W) FOR 0.3 MI. TO RD. X-ING, THEN STRAIGHT AHEAD (W)
 NV0542'FOR 0.5 MI. TO BM ON RIGHT. LOCATED ABOUT 0.3 MI. W. OF THE EAST 1/2
 NV0542'COR. OF SECTION 6/T9S/R11E, ABOUT 350 FT. SE OF THE SE END OF AN
 NV0542'EARTH DAM, 210 FT. ENE OF A RD. Y, 30 FT. NNW OF CENTERLINE ROAD, ON
 NV0542'A 6 IN. SQ. CONCRETE POST WHICH PROJECTS 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0589 ***********************************************************************
 RZ0589  DESIGNATION -  B 172
 RZ0589  PID         -  RZ0589
 RZ0589  STATE/COUNTY-  ID/LATAH
 RZ0589  USGS QUAD   -  POTLATCH (1994)
 RZ0589
 RZ0589                         *CURRENT SURVEY CONTROL
 RZ0589  ___________________________________________________________________
 RZ0589* NAD 83(1986)-  46 55 29.     (N)    116 56 19.     (W)     SCALED    
 RZ0589* NAVD 88     -       754.907  (meters)    2476.72   (feet)  ADJUSTED  
 RZ0589  ___________________________________________________________________
 RZ0589  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 RZ0589  DYNAMIC HT  -         754.860 (meters)    2476.57  (feet)  COMP
 RZ0589  MODELED GRAV-     980,527.1   (mgal)                       NAVD 88
 RZ0589
 RZ0589  VERT ORDER  -  SECOND    CLASS 0
 RZ0589
 RZ0589.The horizontal coordinates were scaled from a topographic map and have
 RZ0589.an estimated accuracy of +/- 6 seconds.
 RZ0589
 RZ0589.The orthometric height was determined by differential leveling
 RZ0589.and adjusted by the National Geodetic Survey in June 1991..
 RZ0589
 RZ0589.The geoid height was determined by GEOID03.
 RZ0589
 RZ0589.The dynamic height is computed by dividing the NAVD 88
 RZ0589.geopotential number by the normal gravity value computed on the
 RZ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0589.degrees latitude (g = 980.6199 gals.).
 RZ0589
 RZ0589.The modeled gravity was interpolated from observed gravity values.
 RZ0589
 RZ0589;                    North         East    Units  Estimated Accuracy
 RZ0589;SPC ID W     -   584,910.      709,480.      MT  (+/- 180 meters Scaled)
 RZ0589
 RZ0589                          SUPERSEDED SURVEY CONTROL
 RZ0589
 RZ0589  NGVD 29 (??/??/92)  753.794  (m)         2473.07   (f) ADJ UNCH    2 0
 RZ0589
 RZ0589.Superseded values are not recommended for survey control.
 RZ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0589.See file dsdata.txt to determine how the superseded data were derived.
 RZ0589
 RZ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM046968(NAD 83)
 RZ0589_MARKER: DB = BENCH MARK DISK
 RZ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0589_STAMPING: B 172 1935
 RZ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0589+STABILITY: SURFACE MOTION
 RZ0589
 RZ0589  HISTORY     - Date     Condition        Report By
 RZ0589  HISTORY     - 1935     MONUMENTED       CGS
 RZ0589  HISTORY     - 1959     MARK NOT FOUND   USGS
 RZ0589
 RZ0589                          STATION DESCRIPTION
 RZ0589
 RZ0589'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 RZ0589'2.1 MI W FROM POTLATCH.
 RZ0589'2.1 MILES WEST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM
 RZ0589'THE STATION AT POTLACH, 1.7 MILES EAST OF THE STATION AT KENNEDY FORD,
 RZ0589'110 FEET NORTHWEST OF MILEPOST 9, 49 FEET WEST OF THE CENTERLINE OF
 RZ0589'THE TRACK, 3.4 FEET SOUTH OF THE SOUTHEAST CORNER OF A FIELD, AND 1.8
 RZ0589'FEET EAST OF THE RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE
 RZ0589'POST.  NOTE-- THERE IS A VERY HEAVY GROWTH UNDER BRUSH ALONG THE RR
 RZ0589'AND ALL MILE POST HAVE BEEN REMOVED AS WELL AS THE BRIDGE NUMBERS. IT
 RZ0589'IS FELT THIS MARK STILL EXISTS AND CAN BE FOUND DURING FIELD
 RZ0589'COMPLETION EXERCISE BY SCALING THE DISTANCE ALONG THE RR AND USING THE
 RZ0589'GIVEN ELEV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1218 ***********************************************************************
 NU1218  DESIGNATION -  B 176
 NU1218  PID         -  NU1218
 NU1218  STATE/COUNTY-  ID/CASSIA
 NU1218  USGS QUAD   -  RUPERT SE (1978)
 NU1218
 NU1218                         *CURRENT SURVEY CONTROL
 NU1218  ___________________________________________________________________
 NU1218* NAD 83(1986)-  42 31 13.     (N)    113 37 29.     (W)     SCALED    
 NU1218* NAVD 88     -      1282.292  (meters)    4206.99   (feet)  ADJUSTED  
 NU1218  ___________________________________________________________________
 NU1218  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 NU1218  DYNAMIC HT  -        1281.548 (meters)    4204.55  (feet)  COMP
 NU1218  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 NU1218
 NU1218  VERT ORDER  -  SECOND    CLASS 0
 NU1218
 NU1218.The horizontal coordinates were scaled from a topographic map and have
 NU1218.an estimated accuracy of +/- 6 seconds.
 NU1218
 NU1218.The orthometric height was determined by differential leveling
 NU1218.and adjusted by the National Geodetic Survey in June 1991..
 NU1218
 NU1218.The geoid height was determined by GEOID03.
 NU1218
 NU1218.The dynamic height is computed by dividing the NAVD 88
 NU1218.geopotential number by the normal gravity value computed on the
 NU1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1218.degrees latitude (g = 980.6199 gals.).
 NU1218
 NU1218.The modeled gravity was interpolated from observed gravity values.
 NU1218
 NU1218;                    North         East    Units  Estimated Accuracy
 NU1218;SPC ID C     -    94,880.      530,840.      MT  (+/- 180 meters Scaled)
 NU1218
 NU1218                          SUPERSEDED SURVEY CONTROL
 NU1218
 NU1218  NGVD 29 (??/??/92) 1281.316  (m)         4203.78   (f) ADJ UNCH    2 0
 NU1218
 NU1218.Superseded values are not recommended for survey control.
 NU1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1218.See file dsdata.txt to determine how the superseded data were derived.
 NU1218
 NU1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN844108(NAD 83)
 NU1218_MARKER: DD = SURVEY DISK
 NU1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1218_STAMPING: USBM B 176 RPPT 432+30.1 BK. 432 22 AHD.
 NU1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1218+STABILITY: SURFACE MOTION
 NU1218
 NU1218  HISTORY     - Date     Condition        Report By
 NU1218  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1218  HISTORY     - 1935     GOOD             NGS
 NU1218
 NU1218                          STATION DESCRIPTION
 NU1218
 NU1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1218'9.6 MI E FROM BURLEY.
 NU1218'9.6 MILES EAST ALONG U. S. HIGHWAY 30 S FROM THE CITY HALL AT BURLEY,
 NU1218'CASSIA COUNTY, 50 FEET NORTHEAST OF RAILROAD BRIDGE 926, 50 FEET
 NU1218'SOUTHEAST OF THE EAST END OF A HIGHWAY BRIDGE, 48 FEET NORTH OF THE
 NU1218'CENTERLINE OF THE UNION PACIFIC RAILROAD TRACK, AND 40 FEET NORTH
 NU1218'(SOUTH) OF THE CENTERLINE OF THE HIGHWAY. AN IDAHO DEPARTMENT OF
 NU1218'PUBLIC WORKS STANDARD DISK, STAMPED USBM B 176 RPPT 432+30.1 BK. 432
 NU1218'22 AHD. AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0593 ***********************************************************************
 NU0593  DESIGNATION -  B 179
 NU0593  PID         -  NU0593
 NU0593  STATE/COUNTY-  ID/POWER
 NU0593  USGS QUAD   -  PAULINE (1971)
 NU0593
 NU0593                         *CURRENT SURVEY CONTROL
 NU0593  ___________________________________________________________________
 NU0593* NAD 83(1986)-  42 36 06.     (N)    112 34 54.     (W)     SCALED    
 NU0593* NAVD 88     -      1502.159  (meters)    4928.33   (feet)  ADJUSTED  
 NU0593  ___________________________________________________________________
 NU0593  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NU0593  DYNAMIC HT  -        1501.224 (meters)    4925.27  (feet)  COMP
 NU0593  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 NU0593
 NU0593  VERT ORDER  -  SECOND    CLASS 0
 NU0593
 NU0593.The horizontal coordinates were scaled from a topographic map and have
 NU0593.an estimated accuracy of +/- 6 seconds.
 NU0593
 NU0593.The orthometric height was determined by differential leveling
 NU0593.and adjusted by the National Geodetic Survey in June 1991..
 NU0593
 NU0593.The geoid height was determined by GEOID03.
 NU0593
 NU0593.The dynamic height is computed by dividing the NAVD 88
 NU0593.geopotential number by the normal gravity value computed on the
 NU0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0593.degrees latitude (g = 980.6199 gals.).
 NU0593
 NU0593.The modeled gravity was interpolated from observed gravity values.
 NU0593
 NU0593;                    North         East    Units  Estimated Accuracy
 NU0593;SPC ID E     -   103,930.      165,940.      MT  (+/- 180 meters Scaled)
 NU0593
 NU0593                          SUPERSEDED SURVEY CONTROL
 NU0593
 NU0593  NGVD 29 (??/??/92) 1501.073  (m)         4924.77   (f) ADJ UNCH    2 0
 NU0593
 NU0593.Superseded values are not recommended for survey control.
 NU0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0593.See file dsdata.txt to determine how the superseded data were derived.
 NU0593
 NU0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN702177(NAD 83)
 NU0593_MARKER: DB = BENCH MARK DISK
 NU0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0593_STAMPING: B 179 1935
 NU0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0593+STABILITY: SURFACE MOTION
 NU0593
 NU0593  HISTORY     - Date     Condition        Report By
 NU0593  HISTORY     - 1935     MONUMENTED       CGS
 NU0593  HISTORY     - 1938     GOOD             NGS
 NU0593
 NU0593                          STATION DESCRIPTION
 NU0593
 NU0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0593'3.2 MI N FROM PAULINE.
 NU0593'3.2 MILES NORTH ALONG THE SCHILLER ROAD FROM PAULINE, POWER COUNTY,
 NU0593'100 YARDS SOUTHEAST OF A LOG FARMHOUSE, 115 FEET SOUTH OF A GATE, AND
 NU0593'50 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 NU0593'B 179 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0532 ***********************************************************************
 PZ0532  DESIGNATION -  B 18
 PZ0532  PID         -  PZ0532
 PZ0532  STATE/COUNTY-  ID/LEMHI
 PZ0532  USGS QUAD   -  TENDOY (1989)
 PZ0532
 PZ0532                         *CURRENT SURVEY CONTROL
 PZ0532  ___________________________________________________________________
 PZ0532* NAD 83(1986)-  44 54 22.     (N)    113 37 47.     (W)     SCALED    
 PZ0532* NAVD 88     -      1533.325  (meters)    5030.58   (feet)  ADJUSTED  
 PZ0532  ___________________________________________________________________
 PZ0532  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 PZ0532  DYNAMIC HT  -        1532.595 (meters)    5028.19  (feet)  COMP
 PZ0532  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 PZ0532
 PZ0532  VERT ORDER  -  FIRST     CLASS II
 PZ0532
 PZ0532.The horizontal coordinates were scaled from a topographic map and have
 PZ0532.an estimated accuracy of +/- 6 seconds.
 PZ0532
 PZ0532.The orthometric height was determined by differential leveling
 PZ0532.and adjusted by the National Geodetic Survey in June 1991..
 PZ0532
 PZ0532.The geoid height was determined by GEOID03.
 PZ0532
 PZ0532.The dynamic height is computed by dividing the NAVD 88
 PZ0532.geopotential number by the normal gravity value computed on the
 PZ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0532.degrees latitude (g = 980.6199 gals.).
 PZ0532
 PZ0532.The modeled gravity was interpolated from observed gravity values.
 PZ0532
 PZ0532;                    North         East    Units  Estimated Accuracy
 PZ0532;SPC ID C     -   359,950.      529,240.      MT  (+/- 180 meters Scaled)
 PZ0532
 PZ0532                          SUPERSEDED SURVEY CONTROL
 PZ0532
 PZ0532  NGVD 29 (??/??/92) 1532.066  (m)         5026.45   (f) ADJ UNCH    1 2
 PZ0532
 PZ0532.Superseded values are not recommended for survey control.
 PZ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0532.See file dsdata.txt to determine how the superseded data were derived.
 PZ0532
 PZ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ923758(NAD 83)
 PZ0532_MARKER: DB = BENCH MARK DISK
 PZ0532_SETTING: 80 = SET IN A BOULDER
 PZ0532_SP_SET: BOULDER
 PZ0532_STAMPING: B 18 1933
 PZ0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0532+STABILITY: SURFACE MOTION
 PZ0532
 PZ0532  HISTORY     - Date     Condition        Report By
 PZ0532  HISTORY     - 1933     MONUMENTED       CGS
 PZ0532  HISTORY     - 1956     GOOD             USGS
 PZ0532  HISTORY     - 20010501 MARK NOT FOUND   IDTD
 PZ0532
 PZ0532                          STATION DESCRIPTION
 PZ0532
 PZ0532'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0532'24.1 MI SE FROM SALMON.
 PZ0532'FROM ITS JUNCTION WITH HIGHWAY 93 AT SALMON, 24.1 MI. SE ALONG HIGHWAY
 PZ0532'28, 70 FT. NE OF CENTERLINE OF HIGHWAY 28 AT THE NE ROCK POINT OF A
 PZ0532'HILL AT THE NW BASE OF A SMALL RIDGE OF LOOSE ROCK 110 FT. NE OF
 PZ0532'HIGHWAY ROCK CUT, IN THE TOP OF A PARTLY BURIED SQUARE BOULDER 2.5
 PZ0532'FEET HIGHER THAN THE GROUND.  A STANDARD DISK.
 PZ0532
 PZ0532                          STATION RECOVERY (2001)
 PZ0532
 PZ0532'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 PZ0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0659 ***********************************************************************
 NU0659  DESIGNATION -  B 180
 NU0659  PID         -  NU0659
 NU0659  STATE/COUNTY-  ID/POWER
 NU0659  USGS QUAD   -  ROCKLAND EAST (1971)
 NU0659
 NU0659                         *CURRENT SURVEY CONTROL
 NU0659  ___________________________________________________________________
 NU0659* NAD 83(1986)-  42 36 35.     (N)    112 52 04.     (W)     SCALED    
 NU0659* NAVD 88     -      1456.165  (meters)    4777.43   (feet)  ADJUSTED  
 NU0659  ___________________________________________________________________
 NU0659  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 NU0659  DYNAMIC HT  -        1455.255 (meters)    4774.45  (feet)  COMP
 NU0659  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 NU0659
 NU0659  VERT ORDER  -  SECOND    CLASS 0
 NU0659
 NU0659.The horizontal coordinates were scaled from a topographic map and have
 NU0659.an estimated accuracy of +/- 6 seconds.
 NU0659
 NU0659.The orthometric height was determined by differential leveling
 NU0659.and adjusted by the National Geodetic Survey in June 1991..
 NU0659.WARNING-Repeat measurements at this control monument indicate possible
 NU0659.vertical movement.
 NU0659
 NU0659.The geoid height was determined by GEOID03.
 NU0659
 NU0659.The dynamic height is computed by dividing the NAVD 88
 NU0659.geopotential number by the normal gravity value computed on the
 NU0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0659.degrees latitude (g = 980.6199 gals.).
 NU0659
 NU0659.The modeled gravity was interpolated from observed gravity values.
 NU0659
 NU0659;                    North         East    Units  Estimated Accuracy
 NU0659;SPC ID E     -   104,980.      142,470.      MT  (+/- 180 meters Scaled)
 NU0659
 NU0659                          SUPERSEDED SURVEY CONTROL
 NU0659
 NU0659  NGVD 29 (??/??/92) 1455.091  (m)         4773.91   (f) ADJ UNCH    2 0
 NU0659
 NU0659.Superseded values are not recommended for survey control.
 NU0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0659.See file dsdata.txt to determine how the superseded data were derived.
 NU0659
 NU0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN467191(NAD 83)
 NU0659_MARKER: DB = BENCH MARK DISK
 NU0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0659_STAMPING: B 180 1935
 NU0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0659+STABILITY: SURFACE MOTION
 NU0659
 NU0659  HISTORY     - Date     Condition        Report By
 NU0659  HISTORY     - 1935     MONUMENTED       CGS
 NU0659  HISTORY     - 1951     GOOD             NGS
 NU0659
 NU0659                          STATION DESCRIPTION
 NU0659
 NU0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NU0659'3.1 MI N FROM ROCKLAND.
 NU0659'3.1 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE LATTER DAY SAINTS
 NU0659'CHURCH AT ROCKLAND, POWER COUNTY, AT THE JUNCTION OF A ROAD LEADING
 NU0659'SOUTHEAST, 63 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 21
 NU0659'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 NU0659'STAMPED B 180 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0321 ***********************************************************************
 NU0321  DESIGNATION -  B 181
 NU0321  PID         -  NU0321
 NU0321  STATE/COUNTY-  ID/ONEIDA
 NU0321  USGS QUAD   -  DANIELS (1968)
 NU0321
 NU0321                         *CURRENT SURVEY CONTROL
 NU0321  ___________________________________________________________________
 NU0321* NAD 83(1986)-  42 18 28.     (N)    112 24 45.     (W)     SCALED    
 NU0321* NAVD 88     -      1539.812  (meters)    5051.87   (feet)  ADJUSTED  
 NU0321  ___________________________________________________________________
 NU0321  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 NU0321  DYNAMIC HT  -        1538.797 (meters)    5048.54  (feet)  COMP
 NU0321  MODELED GRAV-     979,907.7   (mgal)                       NAVD 88
 NU0321
 NU0321  VERT ORDER  -  SECOND    CLASS 0
 NU0321
 NU0321.The horizontal coordinates were scaled from a topographic map and have
 NU0321.an estimated accuracy of +/- 6 seconds.
 NU0321
 NU0321.The orthometric height was determined by differential leveling
 NU0321.and adjusted by the National Geodetic Survey in June 1991..
 NU0321
 NU0321.The geoid height was determined by GEOID03.
 NU0321
 NU0321.The dynamic height is computed by dividing the NAVD 88
 NU0321.geopotential number by the normal gravity value computed on the
 NU0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0321.degrees latitude (g = 980.6199 gals.).
 NU0321
 NU0321.The modeled gravity was interpolated from observed gravity values.
 NU0321
 NU0321;                    North         East    Units  Estimated Accuracy
 NU0321;SPC ID E     -    71,240.      179,730.      MT  (+/- 180 meters Scaled)
 NU0321
 NU0321                          SUPERSEDED SURVEY CONTROL
 NU0321
 NU0321  NGVD 29 (??/??/92) 1538.711  (m)         5048.25   (f) ADJ UNCH    2 0
 NU0321
 NU0321.Superseded values are not recommended for survey control.
 NU0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0321.See file dsdata.txt to determine how the superseded data were derived.
 NU0321
 NU0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM835849(NAD 83)
 NU0321_MARKER: DB = BENCH MARK DISK
 NU0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0321_STAMPING: B 181 1935
 NU0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0321+STABILITY: SURFACE MOTION
 NU0321
 NU0321  HISTORY     - Date     Condition        Report By
 NU0321  HISTORY     - 1935     MONUMENTED       CGS
 NU0321  HISTORY     - 1967     MARK NOT FOUND   USGS
 NU0321
 NU0321                          STATION DESCRIPTION
 NU0321
 NU0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU0321'14.0 MI NW FROM MALAD CITY.
 NU0321'ABOUT 14.0 MILES NORTHWEST ALONG THE GRAVEL ROAD LEADING TO ELK HORN
 NU0321'DAM FROM MALAD CITY, ONEIDA COUNTY, ABOUT 190 FEET SOUTHEAST OF THE
 NU0321'EAST END OF ELK HORN DAM, ABOUT 75 FEET SOUTHEAST OF A ROAD FORK, AT A
 NU0321'TURN OUT, AND ABAUT 60 FEET SOUTH OF THE CENTER LINE OF THE ROAD. A
 NU0321'STANDARD DISK, STAMPED B 181 1935 AND SET IN THE TOP OF A CONCRETE
 NU0321'POST.  NOTE-- AREA FAILED TO REVEAL ANY PART OF THE BM.  ROAD HAS BEEN
 NU0321'REALIGNED IN AREA.
 NU0321
 NU0321                          STATION RECOVERY (1967)
 NU0321
 NU0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1109 ***********************************************************************
 NU1109  DESIGNATION -  B 183
 NU1109  PID         -  NU1109
 NU1109  STATE/COUNTY-  ID/CASSIA
 NU1109  USGS QUAD   -  ELBA (1968)
 NU1109
 NU1109                         *CURRENT SURVEY CONTROL
 NU1109  ___________________________________________________________________
 NU1109* NAD 83(1986)-  42 14 54.     (N)    113 34 08.     (W)     SCALED    
 NU1109* NAVD 88     -      1571.521  (meters)    5155.90   (feet)  ADJUSTED  
 NU1109  ___________________________________________________________________
 NU1109  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 NU1109  DYNAMIC HT  -        1570.465 (meters)    5152.43  (feet)  COMP
 NU1109  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 NU1109
 NU1109  VERT ORDER  -  SECOND    CLASS 0
 NU1109
 NU1109.The horizontal coordinates were scaled from a topographic map and have
 NU1109.an estimated accuracy of +/- 6 seconds.
 NU1109
 NU1109.The orthometric height was determined by differential leveling
 NU1109.and adjusted by the National Geodetic Survey in June 1991..
 NU1109
 NU1109.The geoid height was determined by GEOID03.
 NU1109
 NU1109.The dynamic height is computed by dividing the NAVD 88
 NU1109.geopotential number by the normal gravity value computed on the
 NU1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1109.degrees latitude (g = 980.6199 gals.).
 NU1109
 NU1109.The modeled gravity was interpolated from observed gravity values.
 NU1109
 NU1109;                    North         East    Units  Estimated Accuracy
 NU1109;SPC ID C     -    64,690.      535,580.      MT  (+/- 180 meters Scaled)
 NU1109
 NU1109                          SUPERSEDED SURVEY CONTROL
 NU1109
 NU1109  NGVD 29 (??/??/92) 1570.440  (m)         5152.35   (f) ADJ UNCH    2 0
 NU1109
 NU1109.Superseded values are not recommended for survey control.
 NU1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1109.See file dsdata.txt to determine how the superseded data were derived.
 NU1109
 NU1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM880805(NAD 83)
 NU1109_MARKER: DB = BENCH MARK DISK
 NU1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1109_STAMPING: B 183 1935
 NU1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1109+STABILITY: SURFACE MOTION
 NU1109
 NU1109  HISTORY     - Date     Condition        Report By
 NU1109  HISTORY     - 1935     MONUMENTED       CGS
 NU1109
 NU1109                          STATION DESCRIPTION
 NU1109
 NU1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU1109'12.2 MI W FROM MALTA.
 NU1109'12.2 MILES WEST ALONG THE OAKLEY ROAD FROM MALTA, 0.4 MILES WEST OF
 NU1109'THE ELBA STORE, 90 YARDS EAST OF A FARMHOUSE, 90 FEET SOUTH OF A LOG
 NU1109'HUT, AND 35 FEET NORTH OF THE CENTER LINE OF THE ROAD.  SET IN THE TOP
 NU1109'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0523 ***********************************************************************
 NU0523  DESIGNATION -  B 185
 NU0523  PID         -  NU0523
 NU0523  STATE/COUNTY-  ID/ONEIDA
 NU0523  USGS QUAD   -  BLACK PINE (1973)
 NU0523
 NU0523                         *CURRENT SURVEY CONTROL
 NU0523  ___________________________________________________________________
 NU0523* NAD 83(1986)-  42 04 59.     (N)    112 56 40.     (W)     SCALED    
 NU0523* NAVD 88     -      1459.526  (meters)    4788.46   (feet)  ADJUSTED  
 NU0523  ___________________________________________________________________
 NU0523  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 NU0523  DYNAMIC HT  -        1458.533 (meters)    4785.20  (feet)  COMP
 NU0523  MODELED GRAV-     979,890.6   (mgal)                       NAVD 88
 NU0523
 NU0523  VERT ORDER  -  SECOND    CLASS 0
 NU0523
 NU0523.The horizontal coordinates were scaled from a topographic map and have
 NU0523.an estimated accuracy of +/- 6 seconds.
 NU0523
 NU0523.The orthometric height was determined by differential leveling
 NU0523.and adjusted by the National Geodetic Survey in June 1991..
 NU0523
 NU0523.The geoid height was determined by GEOID03.
 NU0523
 NU0523.The dynamic height is computed by dividing the NAVD 88
 NU0523.geopotential number by the normal gravity value computed on the
 NU0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0523.degrees latitude (g = 980.6199 gals.).
 NU0523
 NU0523.The modeled gravity was interpolated from observed gravity values.
 NU0523
 NU0523;                    North         East    Units  Estimated Accuracy
 NU0523;SPC ID E     -    46,540.      135,650.      MT  (+/- 180 meters Scaled)
 NU0523
 NU0523                          SUPERSEDED SURVEY CONTROL
 NU0523
 NU0523  NGVD 29 (??/??/92) 1458.444  (m)         4784.91   (f) ADJ UNCH    2 0
 NU0523
 NU0523.Superseded values are not recommended for survey control.
 NU0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0523.See file dsdata.txt to determine how the superseded data were derived.
 NU0523
 NU0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM391608(NAD 83)
 NU0523_MARKER: DB = BENCH MARK DISK
 NU0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0523_STAMPING: B 185 1935
 NU0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0523+STABILITY: SURFACE MOTION
 NU0523
 NU0523  HISTORY     - Date     Condition        Report By
 NU0523  HISTORY     - 1935     MONUMENTED       CGS
 NU0523  HISTORY     - 1960     GOOD             NGS
 NU0523
 NU0523                          STATION DESCRIPTION
 NU0523
 NU0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0523'20.2 MI NW FROM SNOWVILLE.
 NU0523'12.0 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0523'TO BLACK PINE ROAD, THENCE 8.2 MILES NORTH TO A INTERSECTION, 57 FEET
 NU0523'EAST OF THE CENTERLINE OF THE ROAD, 44 FEET NORTH OF THE CENTERLINE OF
 NU0523'A ROAD, 33 FEET EAST OF A FENCE CORNER, 1.8 FEET SOUTHEAST OF A METAL
 NU0523'WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1011 ***********************************************************************
 NU1011  DESIGNATION -  B 186
 NU1011  PID         -  NU1011
 NU1011  STATE/COUNTY-  ID/CASSIA
 NU1011  USGS QUAD   -  SUBLETT (1985)
 NU1011
 NU1011                         *CURRENT SURVEY CONTROL
 NU1011  ___________________________________________________________________
 NU1011* NAD 83(1986)-  42 19 39.     (N)    113 09 57.     (W)     SCALED    
 NU1011* NAVD 88     -      1490.697  (meters)    4890.73   (feet)  ADJUSTED  
 NU1011  ___________________________________________________________________
 NU1011  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 NU1011  DYNAMIC HT  -        1489.731 (meters)    4887.56  (feet)  COMP
 NU1011  MODELED GRAV-     979,921.3   (mgal)                       NAVD 88
 NU1011
 NU1011  VERT ORDER  -  SECOND    CLASS 0
 NU1011
 NU1011.The horizontal coordinates were scaled from a topographic map and have
 NU1011.an estimated accuracy of +/- 6 seconds.
 NU1011
 NU1011.The orthometric height was determined by differential leveling
 NU1011.and adjusted by the National Geodetic Survey in June 1991..
 NU1011
 NU1011.The geoid height was determined by GEOID03.
 NU1011
 NU1011.The dynamic height is computed by dividing the NAVD 88
 NU1011.geopotential number by the normal gravity value computed on the
 NU1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1011.degrees latitude (g = 980.6199 gals.).
 NU1011
 NU1011.The modeled gravity was interpolated from observed gravity values.
 NU1011
 NU1011;                    North         East    Units  Estimated Accuracy
 NU1011;SPC ID C     -    73,730.      568,750.      MT  (+/- 180 meters Scaled)
 NU1011
 NU1011                          SUPERSEDED SURVEY CONTROL
 NU1011
 NU1011  NGVD 29 (??/??/92) 1489.636  (m)         4887.25   (f) ADJ UNCH    2 0
 NU1011
 NU1011.Superseded values are not recommended for survey control.
 NU1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1011.See file dsdata.txt to determine how the superseded data were derived.
 NU1011
 NU1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM215884(NAD 83)
 NU1011_MARKER: DB = BENCH MARK DISK
 NU1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1011_STAMPING: B 186 1935
 NU1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1011+STABILITY: SURFACE MOTION
 NU1011
 NU1011  HISTORY     - Date     Condition        Report By
 NU1011  HISTORY     - 1935     MONUMENTED       CGS
 NU1011  HISTORY     - 1938     GOOD             NGS
 NU1011  HISTORY     - 1981     MARK NOT FOUND   USGS
 NU1011
 NU1011                          STATION DESCRIPTION
 NU1011
 NU1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU1011'1.7 MI N FROM SUBLETT.
 NU1011'1.7 MILES NORTH ALONG THE HEGLAR ROAD FROM THE POST OFFICE AT SUBLETT,
 NU1011'CASSIA COUNTY, 70 YARDS SOUTHWEST OF A FARMHOUSE, AT THE JUNCTION OF A
 NU1011'ROAD LEADING TO MALTA, 115 FEET SOUTHEAST OF THE CENTER OF THE
 NU1011'JUNCTION, 42 FEET SOUTH OF THE CENTERLINE OF THE SUBLETT ROAD, AND IN
 NU1011'A FENCE LINE.  A STANDARD DISK, STAMPED B 186 1935 AND SET IN THE TOP
 NU1011'OF A CONCRETE POST.
 NU1011
 NU1011                          STATION RECOVERY (1981)
 NU1011
 NU1011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NU1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0092 ***********************************************************************
 QB0092  DESIGNATION -  B 187
 QB0092  PID         -  QB0092
 QB0092  STATE/COUNTY-  ID/VALLEY
 QB0092  USGS QUAD   -  MC CALL (1973)
 QB0092
 QB0092                         *CURRENT SURVEY CONTROL
 QB0092  ___________________________________________________________________
 QB0092* NAD 83(1986)-  44 54 36.     (N)    116 05 45.     (W)     SCALED    
 QB0092* NAVD 88     -      1530.067  (meters)    5019.89   (feet)  ADJUSTED  
 QB0092  ___________________________________________________________________
 QB0092  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 QB0092  DYNAMIC HT  -        1529.407 (meters)    5017.73  (feet)  COMP
 QB0092  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 QB0092
 QB0092  VERT ORDER  -  SECOND    CLASS 0
 QB0092
 QB0092.The horizontal coordinates were scaled from a topographic map and have
 QB0092.an estimated accuracy of +/- 6 seconds.
 QB0092
 QB0092.The orthometric height was determined by differential leveling
 QB0092.and adjusted by the National Geodetic Survey in June 1991..
 QB0092
 QB0092.The geoid height was determined by GEOID03.
 QB0092
 QB0092.The dynamic height is computed by dividing the NAVD 88
 QB0092.geopotential number by the normal gravity value computed on the
 QB0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0092.degrees latitude (g = 980.6199 gals.).
 QB0092
 QB0092.The modeled gravity was interpolated from observed gravity values.
 QB0092
 QB0092;                    North         East    Units  Estimated Accuracy
 QB0092;SPC ID W     -   360,360.      772,690.      MT  (+/- 180 meters Scaled)
 QB0092
 QB0092                          SUPERSEDED SURVEY CONTROL
 QB0092
 QB0092  NGVD 29 (??/??/92) 1528.896  (m)         5016.05   (f) ADJ UNCH    2 0
 QB0092
 QB0092.Superseded values are not recommended for survey control.
 QB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0092.See file dsdata.txt to determine how the superseded data were derived.
 QB0092
 QB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK713733(NAD 83)
 QB0092_MARKER: DB = BENCH MARK DISK
 QB0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0092_SP_SET: BUILDING
 QB0092_STAMPING: B 187 1959
 QB0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0092
 QB0092  HISTORY     - Date     Condition        Report By
 QB0092  HISTORY     - 1959     MONUMENTED       CGS
 QB0092  HISTORY     - 1973     GOOD             USGS
 QB0092
 QB0092                          STATION DESCRIPTION
 QB0092
 QB0092'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QB0092'IN MCCALL.
 QB0092'AT MCCALL, 1/4 BLOCK N. ALONG STATE HWY 15 FROM THE UNION PACIFIC RR
 QB0092'STATION.  MCCALL P.O., EAST 1 BLOCK TO T-RD. TURN LEFT, NORTH ON STATE
 QB0092'HWY 55 1/2 BLOCK TO ALLEY WAY BETWEEN BUILDINGS.  ABOUT 50 FT. WEST OF
 QB0092'HWY, 7.0 FT. NORTH OF ALLEY.  SET VERTICALLY IN THE SOUTH WALL AT THE
 QB0092'SOUTHEAST CORNER OF BRICK BUILDING 4.9 FEET HIGHER THAN SIDEWALK. A
 QB0092'STANDARD DISK SET VERTICALLY STAMPED B 187 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0429 ***********************************************************************
 QZ0429  DESIGNATION -  B 188
 QZ0429  PID         -  QZ0429
 QZ0429  STATE/COUNTY-  ID/VALLEY
 QZ0429  USGS QUAD   -  ENOS LAKE (1969)
 QZ0429
 QZ0429                         *CURRENT SURVEY CONTROL
 QZ0429  ___________________________________________________________________
 QZ0429* NAD 83(1986)-  45 03 26.     (N)    115 52 26.     (W)     SCALED    
 QZ0429* NAVD 88     -      1642.818  (meters)    5389.81   (feet)  ADJUSTED  
 QZ0429  ___________________________________________________________________
 QZ0429  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 QZ0429  DYNAMIC HT  -        1642.021 (meters)    5387.20  (feet)  COMP
 QZ0429  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 QZ0429
 QZ0429  VERT ORDER  -  SECOND    CLASS 0
 QZ0429
 QZ0429.The horizontal coordinates were scaled from a topographic map and have
 QZ0429.an estimated accuracy of +/- 6 seconds.
 QZ0429
 QZ0429.The orthometric height was determined by differential leveling
 QZ0429.and adjusted by the National Geodetic Survey in June 1991..
 QZ0429
 QZ0429.The geoid height was determined by GEOID03.
 QZ0429
 QZ0429.The dynamic height is computed by dividing the NAVD 88
 QZ0429.geopotential number by the normal gravity value computed on the
 QZ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0429.degrees latitude (g = 980.6199 gals.).
 QZ0429
 QZ0429.The modeled gravity was interpolated from observed gravity values.
 QZ0429
 QZ0429;                    North         East    Units  Estimated Accuracy
 QZ0429;SPC ID W     -   376,670.      790,240.      MT  (+/- 180 meters Scaled)
 QZ0429
 QZ0429                          SUPERSEDED SURVEY CONTROL
 QZ0429
 QZ0429  NGVD 29 (??/??/92) 1641.576  (m)         5385.74   (f) ADJ UNCH    2 0
 QZ0429
 QZ0429.Superseded values are not recommended for survey control.
 QZ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0429.See file dsdata.txt to determine how the superseded data were derived.
 QZ0429
 QZ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK886899(NAD 83)
 QZ0429_MARKER: DB = BENCH MARK DISK
 QZ0429_SETTING: 80 = SET IN A BOULDER
 QZ0429_SP_SET: BOULDER
 QZ0429_STAMPING: B 188 1959
 QZ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0429+STABILITY: SURFACE MOTION
 QZ0429
 QZ0429  HISTORY     - Date     Condition        Report By
 QZ0429  HISTORY     - 1959     MONUMENTED       CGS
 QZ0429
 QZ0429                          STATION DESCRIPTION
 QZ0429
 QZ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0429'15.65 MI NW FROM KRASSEL RANGER STATION.
 QZ0429'4.65 MILES NORTH ALONG SOUTH FORK ROAD FROM KRASSEL RANGER STATION,
 QZ0429'THENCE 11.0 MILES NORTHWEST AND WEST ALONG A GRAVEL ROAD, 0.15 MILE
 QZ0429'SOUTHWEST OF A POST SUPPORTING A PRINCE CREEK SIGN, ON THE INSIDE OF A
 QZ0429'CURVE, IN TOP OF AN EMBEDDED GRANITE BOULDER ON THE SOUTH FACE OF A
 QZ0429'CUT BANK, 20 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.3
 QZ0429'FEET NORTH OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 QZ0429'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0271 ***********************************************************************
 RA0271  DESIGNATION -  B 189
 RA0271  PID         -  RA0271
 RA0271  STATE/COUNTY-  ID/VALLEY
 RA0271  USGS QUAD   -  GRANITE LAKE (1963)
 RA0271
 RA0271                         *CURRENT SURVEY CONTROL
 RA0271  ___________________________________________________________________
 RA0271* NAD 83(1986)-  45 04 50.     (N)    116 03 06.     (W)     SCALED    
 RA0271* NAVD 88     -      1598.070  (meters)    5243.00   (feet)  ADJUSTED  
 RA0271  ___________________________________________________________________
 RA0271  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 RA0271  DYNAMIC HT  -        1597.384 (meters)    5240.75  (feet)  COMP
 RA0271  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 RA0271
 RA0271  VERT ORDER  -  SECOND    CLASS 0
 RA0271
 RA0271.The horizontal coordinates were scaled from a topographic map and have
 RA0271.an estimated accuracy of +/- 6 seconds.
 RA0271
 RA0271.The orthometric height was determined by differential leveling
 RA0271.and adjusted by the National Geodetic Survey in June 1991..
 RA0271
 RA0271.The geoid height was determined by GEOID03.
 RA0271
 RA0271.The dynamic height is computed by dividing the NAVD 88
 RA0271.geopotential number by the normal gravity value computed on the
 RA0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0271.degrees latitude (g = 980.6199 gals.).
 RA0271
 RA0271.The modeled gravity was interpolated from observed gravity values.
 RA0271
 RA0271;                    North         East    Units  Estimated Accuracy
 RA0271;SPC ID W     -   379,300.      776,250.      MT  (+/- 180 meters Scaled)
 RA0271
 RA0271                          SUPERSEDED SURVEY CONTROL
 RA0271
 RA0271  NGVD 29 (??/??/92) 1596.875  (m)         5239.08   (f) ADJ UNCH    2 0
 RA0271
 RA0271.Superseded values are not recommended for survey control.
 RA0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0271.See file dsdata.txt to determine how the superseded data were derived.
 RA0271
 RA0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK746923(NAD 83)
 RA0271_MARKER: DB = BENCH MARK DISK
 RA0271_SETTING: 66 = SET IN ROCK OUTCROP
 RA0271_SP_SET: GRANITE OUTCROP
 RA0271_STAMPING: B 189 1959
 RA0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0271+STABILITY: POSITION/ELEVATION WELL
 RA0271
 RA0271  HISTORY     - Date     Condition        Report By
 RA0271  HISTORY     - 1959     MONUMENTED       CGS
 RA0271
 RA0271                          STATION DESCRIPTION
 RA0271
 RA0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0271'13.1 MI N FROM MCCALL.
 RA0271'13.1 MILES NORTH ALONG AN ASPHALT AND GRAVEL ROAD LEADING TO BURGDORF
 RA0271'FROM THE JUNCTION OF STATE HIGHWAY 15 AT MCCALL, IN TOP OF A 5 1/2-BY
 RA0271'8-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND,
 RA0271'82 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 4.0 FEET
 RA0271'SOUTH-SOUTHWEST OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE
 RA0271'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0217 ***********************************************************************
 OX0217  DESIGNATION -  B 19
 OX0217  PID         -  OX0217
 OX0217  STATE/COUNTY-  ID/TETON
 OX0217  USGS QUAD   -  VICTOR (1978)
 OX0217
 OX0217                         *CURRENT SURVEY CONTROL
 OX0217  ___________________________________________________________________
 OX0217* NAD 83(1986)-  43 36 09.     (N)    111 06 42.     (W)     SCALED    
 OX0217* NAVD 88     -      1892.496  (meters)    6208.96   (feet)  ADJUSTED  
 OX0217  ___________________________________________________________________
 OX0217  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 OX0217  DYNAMIC HT  -        1891.294 (meters)    6205.02  (feet)  COMP
 OX0217  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 OX0217
 OX0217  VERT ORDER  -  FIRST     CLASS II
 OX0217
 OX0217.The horizontal coordinates were scaled from a topographic map and have
 OX0217.an estimated accuracy of +/- 6 seconds.
 OX0217
 OX0217.The orthometric height was determined by differential leveling
 OX0217.and adjusted by the National Geodetic Survey in June 1991..
 OX0217
 OX0217.The geoid height was determined by GEOID03.
 OX0217
 OX0217.The dynamic height is computed by dividing the NAVD 88
 OX0217.geopotential number by the normal gravity value computed on the
 OX0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0217.degrees latitude (g = 980.6199 gals.).
 OX0217
 OX0217.The modeled gravity was interpolated from observed gravity values.
 OX0217
 OX0217;                    North         East    Units  Estimated Accuracy
 OX0217;SPC ID E     -   215,570.      285,180.      MT  (+/- 180 meters Scaled)
 OX0217
 OX0217                          SUPERSEDED SURVEY CONTROL
 OX0217
 OX0217  NGVD 29 (??/??/92) 1891.227  (m)         6204.80   (f) ADJ UNCH    1 2
 OX0217
 OX0217.Superseded values are not recommended for survey control.
 OX0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0217.See file dsdata.txt to determine how the superseded data were derived.
 OX0217
 OX0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP909277(NAD 83)
 OX0217_MARKER: DB = BENCH MARK DISK
 OX0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0217_STAMPING: B 19 1934
 OX0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0217+STABILITY: SURFACE MOTION
 OX0217
 OX0217  HISTORY     - Date     Condition        Report By
 OX0217  HISTORY     - 1934     MONUMENTED       CGS
 OX0217  HISTORY     - 1934     GOOD             NGS
 OX0217  HISTORY     - 1974     MARK NOT FOUND   USGS
 OX0217  HISTORY     - 20050301 MARK NOT FOUND   IDTD
 OX0217
 OX0217                          STATION DESCRIPTION
 OX0217
 OX0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0217'IN VICTOR.
 OX0217'AT VICTOR, TETON COUNTY, ON STATE HIGHWAY 33, 90.6 FEET NORTHWEST OF
 OX0217'THE INTERSECTION OF STATE HIGHWAY 31, 113.3 FEET NORTH OF THE
 OX0217'NORTHEAST CORNER OF THE C.M. HATCH AND CO. STORE, 77.7 FEET NORTH OF
 OX0217'THE CENTERLINE OF STATE HIGHWAY 31, AND 75.8 FEET WEST OF THE
 OX0217'CENTERLINE OF STATE HIGHWAY 33.  A STANDARD DISK, STAMPED B 19 1934
 OX0217'AND SET IN THE TOP OF A CONCRETE POST.
 OX0217
 OX0217                          STATION RECOVERY (1974)
 OX0217
 OX0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0217'MARK NOT FOUND.
 OX0217
 OX0217                          STATION RECOVERY (2005)
 OX0217
 OX0217'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (RR)
 OX0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0264 ***********************************************************************
 RA0264  DESIGNATION -  B 190
 RA0264  PID         -  RA0264
 RA0264  STATE/COUNTY-  ID/IDAHO
 RA0264  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0264
 RA0264                         *CURRENT SURVEY CONTROL
 RA0264  ___________________________________________________________________
 RA0264* NAD 83(1986)-  45 23 29.     (N)    116 01 58.     (W)     SCALED    
 RA0264* NAVD 88     -       885.239  (meters)    2904.32   (feet)  ADJUSTED  
 RA0264  ___________________________________________________________________
 RA0264  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 RA0264  DYNAMIC HT  -         884.942 (meters)    2903.35  (feet)  COMP
 RA0264  MODELED GRAV-     980,253.6   (mgal)                       NAVD 88
 RA0264
 RA0264  VERT ORDER  -  SECOND    CLASS 0
 RA0264
 RA0264.The horizontal coordinates were scaled from a topographic map and have
 RA0264.an estimated accuracy of +/- 6 seconds.
 RA0264
 RA0264.The orthometric height was determined by differential leveling
 RA0264.and adjusted by the National Geodetic Survey in June 1991..
 RA0264
 RA0264.The geoid height was determined by GEOID03.
 RA0264
 RA0264.The dynamic height is computed by dividing the NAVD 88
 RA0264.geopotential number by the normal gravity value computed on the
 RA0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0264.degrees latitude (g = 980.6199 gals.).
 RA0264
 RA0264.The modeled gravity was interpolated from observed gravity values.
 RA0264
 RA0264;                    North         East    Units  Estimated Accuracy
 RA0264;SPC ID W     -   413,840.      777,860.      MT  (+/- 180 meters Scaled)
 RA0264
 RA0264                          SUPERSEDED SURVEY CONTROL
 RA0264
 RA0264.No superseded survey control is available for this station.
 RA0264
 RA0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL757268(NAD 83)
 RA0264_MARKER: DB = BENCH MARK DISK
 RA0264_SETTING: 66 = SET IN ROCK OUTCROP
 RA0264_SP_SET: GRANITE OUTCROP
 RA0264_STAMPING: A 190 1959
 RA0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0264+STABILITY: POSITION/ELEVATION WELL
 RA0264
 RA0264  HISTORY     - Date     Condition        Report By
 RA0264  HISTORY     - 1959     MONUMENTED       CGS
 RA0264
 RA0264                          STATION DESCRIPTION
 RA0264
 RA0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0264'2.7 MI S FROM FRENCH CREEK.
 RA0264'2.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ABANDONED LODGE AT FRENCH
 RA0264'CREEK, 0.15 MILE NORTHEAST OF THE JUNCTION OF FRENCH CREEK TRAIL, IN
 RA0264'TOP OF A GRANITE OUTCROP WHICH IS EMBEDDED IN THE WEST FACE OF A CUT
 RA0264'BANK, 13 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 4.2 FEET SOUTH
 RA0264'OF A WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0159 ***********************************************************************
 RZ0159  DESIGNATION -  B 1911
 RZ0159  PID         -  RZ0159
 RZ0159  STATE/COUNTY-  ID/CLEARWATER
 RZ0159  USGS QUAD   -  OROFINO WEST (1994)
 RZ0159
 RZ0159                         *CURRENT SURVEY CONTROL
 RZ0159  ___________________________________________________________________
 RZ0159* NAD 83(1986)-  46 28 39.     (N)    116 15 09.     (W)     SCALED    
 RZ0159* NAVD 88     -       309.957  (meters)    1016.92   (feet)  ADJUSTED  
 RZ0159  ___________________________________________________________________
 RZ0159  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 RZ0159  DYNAMIC HT  -         309.951 (meters)    1016.90  (feet)  COMP
 RZ0159  MODELED GRAV-     980,589.7   (mgal)                       NAVD 88
 RZ0159
 RZ0159  VERT ORDER  -  FIRST     CLASS II
 RZ0159
 RZ0159.The horizontal coordinates were scaled from a topographic map and have
 RZ0159.an estimated accuracy of +/- 6 seconds.
 RZ0159
 RZ0159.The orthometric height was determined by differential leveling
 RZ0159.and adjusted by the National Geodetic Survey in June 1991..
 RZ0159
 RZ0159.The geoid height was determined by GEOID03.
 RZ0159
 RZ0159.The dynamic height is computed by dividing the NAVD 88
 RZ0159.geopotential number by the normal gravity value computed on the
 RZ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0159.degrees latitude (g = 980.6199 gals.).
 RZ0159
 RZ0159.The modeled gravity was interpolated from observed gravity values.
 RZ0159
 RZ0159;                    North         East    Units  Estimated Accuracy
 RZ0159;SPC ID W     -   534,640.      761,410.      MT  (+/- 180 meters Scaled)
 RZ0159
 RZ0159                          SUPERSEDED SURVEY CONTROL
 RZ0159
 RZ0159  NGVD 29 (??/??/92)  308.94   (m)         1013.6    (f) COMPUTED    1 2
 RZ0159
 RZ0159.Superseded values are not recommended for survey control.
 RZ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0159.See file dsdata.txt to determine how the superseded data were derived.
 RZ0159
 RZ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM573473(NAD 83)
 RZ0159_MARKER: DB = BENCH MARK DISK
 RZ0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0159_SP_SET: BRIDGE
 RZ0159_STAMPING: B-1911 ELEV.1016
 RZ0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0159
 RZ0159  HISTORY     - Date     Condition        Report By
 RZ0159  HISTORY     - 1911     MONUMENTED       CGS
 RZ0159  HISTORY     - 1935     GOOD             NGS
 RZ0159
 RZ0159                          STATION DESCRIPTION
 RZ0159
 RZ0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RZ0159'IN OROFINO.
 RZ0159'IN NORTHWEST END OF STEEL BRIDGE OVER SMALL CREEK FLOWING INTO
 RZ0159'CLEARWATER RIVER AT JOHNSTON AVE.  1 FT. BELOW CONCRETE SIDEWALK
 RZ0159'SURROUNDED BY 5 INCH STEEL PIPE.  18 FEET EAST OF CENTERLINE OF
 RZ0159'JOHNSON AVENUE.  7.8 FEET NORTHEAST OF NORTHWEST END OF STEEL BANISTER
 RZ0159'TO BRIDGE.  5 FEET SOUTH OF ELECTRIC HIGH LINE POLE.  1.7 FT.
 RZ0159'NORTHEAST OF STEEL POST SUPPORTING STEEL BANISTER TO SIDEWALK.  1 FT.
 RZ0159'WEST OF EAST SIDE OF CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0164 ***********************************************************************
 SV0164  DESIGNATION -  B 192
 SV0164  PID         -  SV0164
 SV0164  STATE/COUNTY-  ID/SHOSHONE
 SV0164  USGS QUAD   -  KELLOGG WEST (1996)
 SV0164
 SV0164                         *CURRENT SURVEY CONTROL
 SV0164  ___________________________________________________________________
 SV0164* NAD 83(1986)-  47 32 44.     (N)    116 14 51.     (W)     SCALED    
 SV0164* NAVD 88     -       700.986  (meters)    2299.82   (feet)  ADJUSTED  
 SV0164  ___________________________________________________________________
 SV0164  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 SV0164  DYNAMIC HT  -         700.996 (meters)    2299.85  (feet)  COMP
 SV0164  MODELED GRAV-     980,603.6   (mgal)                       NAVD 88
 SV0164
 SV0164  VERT ORDER  -  SECOND    CLASS 0
 SV0164
 SV0164.The horizontal coordinates were scaled from a topographic map and have
 SV0164.an estimated accuracy of +/- 6 seconds.
 SV0164
 SV0164.The orthometric height was determined by differential leveling
 SV0164.and adjusted by the National Geodetic Survey in June 1991..
 SV0164
 SV0164.The geoid height was determined by GEOID03.
 SV0164
 SV0164.The dynamic height is computed by dividing the NAVD 88
 SV0164.geopotential number by the normal gravity value computed on the
 SV0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0164.degrees latitude (g = 980.6199 gals.).
 SV0164
 SV0164.The modeled gravity was interpolated from observed gravity values.
 SV0164
 SV0164;                    North         East    Units  Estimated Accuracy
 SV0164;SPC ID W     -   653,360.      762,550.      MT  (+/- 180 meters Scaled)
 SV0164
 SV0164                          SUPERSEDED SURVEY CONTROL
 SV0164
 SV0164  NGVD 29 (??/??/92)  699.860  (m)         2296.12   (f) ADJ UNCH    2 0
 SV0164
 SV0164.Superseded values are not recommended for survey control.
 SV0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0164.See file dsdata.txt to determine how the superseded data were derived.
 SV0164
 SV0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN566660(NAD 83)
 SV0164_MARKER: DB = BENCH MARK DISK
 SV0164_SETTING: 0 = UNSPECIFIED SETTING
 SV0164_STAMPING: B 192 1959
 SV0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0164
 SV0164  HISTORY     - Date     Condition        Report By
 SV0164  HISTORY     - 1959     MONUMENTED       CGS
 SV0164
 SV0164                          STATION DESCRIPTION
 SV0164
 SV0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SV0164'4.35 MI E FROM CATALDO.
 SV0164'ABOUT 4.35 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE
 SV0164'OREGON-WASHINGTON RAILROAD AND NAVIGATION COMPANY STATION AT CATALDO,
 SV0164'AT SHIPLETT CHEVRON STATION, AT THE NORTHWEST CORNER OF THE GARAGE,
 SV0164'BETWEEN THE WALL AND AN OLD GAS PUMP, 54 FEET SOUTH OF THE CENTER LINE
 SV0164'OF THE HIGHWAY, 29.6 FEET SOUTHEAST OF THE WEST GASOLINE PUMPS, 3.8
 SV0164'FEET EAST OF THE ENTRANCE TO THE GARAGE, AND 0.5 FOOT NORTH OF THE
 SV0164'NORTH WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0476 ***********************************************************************
 OX0476  DESIGNATION -  B 20
 OX0476  PID         -  OX0476
 OX0476  STATE/COUNTY-  ID/BONNEVILLE
 OX0476  USGS QUAD   -  POPLAR (1979)
 OX0476
 OX0476                         *CURRENT SURVEY CONTROL
 OX0476  ___________________________________________________________________
 OX0476* NAD 83(1986)-  43 36 59.     (N)    111 39 44.     (W)     SCALED    
 OX0476* NAVD 88     -      1562.204  (meters)    5125.33   (feet)  ADJUSTED  
 OX0476  ___________________________________________________________________
 OX0476  GEOID HEIGHT-         -10.77  (meters)                     GEOID03
 OX0476  DYNAMIC HT  -        1561.354 (meters)    5122.54  (feet)  COMP
 OX0476  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 OX0476
 OX0476  VERT ORDER  -  FIRST     CLASS II
 OX0476
 OX0476.The horizontal coordinates were scaled from a topographic map and have
 OX0476.an estimated accuracy of +/- 6 seconds.
 OX0476
 OX0476.The orthometric height was determined by differential leveling
 OX0476.and adjusted by the National Geodetic Survey in June 1991..
 OX0476
 OX0476.The geoid height was determined by GEOID03.
 OX0476
 OX0476.The dynamic height is computed by dividing the NAVD 88
 OX0476.geopotential number by the normal gravity value computed on the
 OX0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0476.degrees latitude (g = 980.6199 gals.).
 OX0476
 OX0476.The modeled gravity was interpolated from observed gravity values.
 OX0476
 OX0476;                    North         East    Units  Estimated Accuracy
 OX0476;SPC ID E     -   216,700.      240,720.      MT  (+/- 180 meters Scaled)
 OX0476
 OX0476                          SUPERSEDED SURVEY CONTROL
 OX0476
 OX0476  NGVD 29 (??/??/92) 1561.079  (m)         5121.64   (f) ADJ UNCH    1 2
 OX0476
 OX0476.Superseded values are not recommended for survey control.
 OX0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0476.See file dsdata.txt to determine how the superseded data were derived.
 OX0476
 OX0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP465294(NAD 83)
 OX0476_MARKER: DB = BENCH MARK DISK
 OX0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0476_STAMPING: B 20 1934
 OX0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0476+STABILITY: SURFACE MOTION
 OX0476
 OX0476  HISTORY     - Date     Condition        Report By
 OX0476  HISTORY     - 1934     MONUMENTED       CGS
 OX0476
 OX0476                          STATION DESCRIPTION
 OX0476
 OX0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0476'22.6 MI NW FROM SWAN VALLEY.
 OX0476'22.6 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0476'BONNEVILLE COUNTY, 6.0 MILES SOUTHEAST OF RIRIE, 1.2 MILES EAST OF A
 OX0476'RED AND WHITE STORE, 40.5 FEET NORTH OF THE CENTER OF THE INTERSECTION
 OX0476'OF A ROAD LEADING NORTHEAST, 40 FEET NORTH OF THE CENTERLINE OF THE
 OX0476'HIGHWAY, 18 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 12.5
 OX0476'FEET SOUTH OF AN OLD EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED B
 OX0476'20 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0621 ***********************************************************************
 RY0621  DESIGNATION -  B 202
 RY0621  PID         -  RY0621
 RY0621  STATE/COUNTY-  ID/CLEARWATER
 RY0621  USGS QUAD   -  WHISKEY BUTTE (1994)
 RY0621
 RY0621                         *CURRENT SURVEY CONTROL
 RY0621  ___________________________________________________________________
 RY0621* NAD 83(1986)-  46 37 18.     (N)    115 56 44.     (W)     SCALED    
 RY0621* NAVD 88     -       668.215  (meters)    2192.30   (feet)  ADJUSTED  
 RY0621  ___________________________________________________________________
 RY0621  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 RY0621  DYNAMIC HT  -         668.159 (meters)    2192.12  (feet)  COMP
 RY0621  MODELED GRAV-     980,508.1   (mgal)                       NAVD 88
 RY0621
 RY0621  VERT ORDER  -  SECOND    CLASS 0
 RY0621
 RY0621.The horizontal coordinates were scaled from a topographic map and have
 RY0621.an estimated accuracy of +/- 6 seconds.
 RY0621
 RY0621.The orthometric height was determined by differential leveling
 RY0621.and adjusted by the National Geodetic Survey in June 1991..
 RY0621
 RY0621.The geoid height was determined by GEOID03.
 RY0621
 RY0621.The dynamic height is computed by dividing the NAVD 88
 RY0621.geopotential number by the normal gravity value computed on the
 RY0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0621.degrees latitude (g = 980.6199 gals.).
 RY0621
 RY0621.The modeled gravity was interpolated from observed gravity values.
 RY0621
 RY0621;                    North         East    Units  Estimated Accuracy
 RY0621;SPC ID W     -   550,560.      785,020.      MT  (+/- 180 meters Scaled)
 RY0621
 RY0621                          SUPERSEDED SURVEY CONTROL
 RY0621
 RY0621  NGVD 29 (??/??/92)  667.132  (m)         2188.75   (f) ADJ UNCH    2 0
 RY0621
 RY0621.Superseded values are not recommended for survey control.
 RY0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0621.See file dsdata.txt to determine how the superseded data were derived.
 RY0621
 RY0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM807636(NAD 83)
 RY0621_MARKER: DB = BENCH MARK DISK
 RY0621_SETTING: 80 = SET IN A BOULDER
 RY0621_STAMPING: B 202 1959
 RY0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0621+STABILITY: SURFACE MOTION
 RY0621
 RY0621  HISTORY     - Date     Condition        Report By
 RY0621  HISTORY     - 1959     MONUMENTED       CGS
 RY0621
 RY0621                          STATION DESCRIPTION
 RY0621
 RY0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0621'15.25 MI NW FROM PIERCE.
 RY0621'ABOUT 5.95 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE PUBLIC
 RY0621'LIBRARY AT PIERCE, THENCE 9.3 MILES NORTHWEST ALONG A GRAVEL ROAD.
 RY0621'0.12 MILE SOUTH OF THE EAST END OF A WOODEN BRIDGE, ON THE INSIDE OF A
 RY0621'SHARP CURVE, IN THE TOP OF A 3-BY 4-FOOT BOULDER WHICH PROJECTS 1 1/2
 RY0621'FEET ABOVE THE GROUND, 25 FEET WEST OF THE CENTER LINE OF THE ROAD, 2
 RY0621'FEET NORTH OF A SMALL STREAM, 2.8 FEET SOUTH OF A WITNESS POST, AND
 RY0621'ABOUT 5 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0114 ***********************************************************************
 RZ0114  DESIGNATION -  B 203
 RZ0114  PID         -  RZ0114
 RZ0114  STATE/COUNTY-  ID/CLEARWATER
 RZ0114  USGS QUAD   -  LITTLE GREEN MOUNTAIN (1994)
 RZ0114
 RZ0114                         *CURRENT SURVEY CONTROL
 RZ0114  ___________________________________________________________________
 RZ0114* NAD 83(1986)-  46 43 19.     (N)    116 00 24.     (W)     SCALED    
 RZ0114* NAVD 88     -       391.787  (meters)    1285.39   (feet)  ADJUSTED  
 RZ0114  ___________________________________________________________________
 RZ0114  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 RZ0114  DYNAMIC HT  -         391.760 (meters)    1285.30  (feet)  COMP
 RZ0114  MODELED GRAV-     980,536.8   (mgal)                       NAVD 88
 RZ0114
 RZ0114  VERT ORDER  -  SECOND    CLASS 0
 RZ0114
 RZ0114.The horizontal coordinates were scaled from a topographic map and have
 RZ0114.an estimated accuracy of +/- 6 seconds.
 RZ0114
 RZ0114.The orthometric height was determined by differential leveling
 RZ0114.and adjusted by the National Geodetic Survey in June 1991..
 RZ0114
 RZ0114.The geoid height was determined by GEOID03.
 RZ0114
 RZ0114.The dynamic height is computed by dividing the NAVD 88
 RZ0114.geopotential number by the normal gravity value computed on the
 RZ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0114.degrees latitude (g = 980.6199 gals.).
 RZ0114
 RZ0114.The modeled gravity was interpolated from observed gravity values.
 RZ0114
 RZ0114;                    North         East    Units  Estimated Accuracy
 RZ0114;SPC ID W     -   561,720.      780,380.      MT  (+/- 180 meters Scaled)
 RZ0114
 RZ0114                          SUPERSEDED SURVEY CONTROL
 RZ0114
 RZ0114  NGVD 29 (??/??/92)  390.700  (m)         1281.82   (f) ADJ UNCH    2 0
 RZ0114
 RZ0114.Superseded values are not recommended for survey control.
 RZ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0114.See file dsdata.txt to determine how the superseded data were derived.
 RZ0114
 RZ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM759747(NAD 83)
 RZ0114_MARKER: DB = BENCH MARK DISK
 RZ0114_SETTING: 80 = SET IN A BOULDER
 RZ0114_STAMPING: B 203 1959
 RZ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0114+STABILITY: SURFACE MOTION
 RZ0114
 RZ0114  HISTORY     - Date     Condition        Report By
 RZ0114  HISTORY     - 1959     MONUMENTED       CGS
 RZ0114  HISTORY     - 1980     GOOD             USGS
 RZ0114
 RZ0114                          STATION DESCRIPTION
 RZ0114
 RZ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RZ0114'28.0 MI NE FROM AHSAHKA.
 RZ0114'ABOUT 28.0 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RZ0114'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE EAST SIDE OF THE RIVER, IN
 RZ0114'THE TOP OF A 4- BY 5-FOOT BOULDER AT WATERS EDGE, 0.4 MILE
 RZ0114'SOUTH-SOUTHEAST OF FALLS CREEK, 25 FEET WEST OF WEST EDGE OF TIMBER
 RZ0114'LINE, AND ABOUT 4 FEET HIGHER THAN THE RIVER.
 RZ0114
 RZ0114                          STATION RECOVERY (1980)
 RZ0114
 RZ0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RZ0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0668 ***********************************************************************
 RY0668  DESIGNATION -  B 204
 RY0668  PID         -  RY0668
 RY0668  STATE/COUNTY-  ID/CLEARWATER
 RY0668  USGS QUAD   -  BERTHA HILL (1994)
 RY0668
 RY0668                         *CURRENT SURVEY CONTROL
 RY0668  ___________________________________________________________________
 RY0668* NAD 83(1986)-  46 46 30.     (N)    115 49 41.     (W)     SCALED    
 RY0668* NAVD 88     -      1177.072  (meters)    3861.78   (feet)  ADJUSTED  
 RY0668  ___________________________________________________________________
 RY0668  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 RY0668  DYNAMIC HT  -        1176.863 (meters)    3861.09  (feet)  COMP
 RY0668  MODELED GRAV-     980,396.2   (mgal)                       NAVD 88
 RY0668
 RY0668  VERT ORDER  -  SECOND    CLASS 0
 RY0668
 RY0668.The horizontal coordinates were scaled from a topographic map and have
 RY0668.an estimated accuracy of +/- 6 seconds.
 RY0668
 RY0668.The orthometric height was determined by differential leveling
 RY0668.and adjusted by the National Geodetic Survey in June 1991..
 RY0668
 RY0668.The geoid height was determined by GEOID03.
 RY0668
 RY0668.The dynamic height is computed by dividing the NAVD 88
 RY0668.geopotential number by the normal gravity value computed on the
 RY0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0668.degrees latitude (g = 980.6199 gals.).
 RY0668
 RY0668.The modeled gravity was interpolated from observed gravity values.
 RY0668
 RY0668;                    North         East    Units  Estimated Accuracy
 RY0668;SPC ID W     -   567,590.      794,040.      MT  (+/- 180 meters Scaled)
 RY0668
 RY0668                          SUPERSEDED SURVEY CONTROL
 RY0668
 RY0668  NGVD 29 (??/??/92) 1175.886  (m)         3857.89   (f) ADJ UNCH    2 0
 RY0668
 RY0668.Superseded values are not recommended for survey control.
 RY0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0668.See file dsdata.txt to determine how the superseded data were derived.
 RY0668
 RY0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM894808(NAD 83)
 RY0668_MARKER: DB = BENCH MARK DISK
 RY0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0668_STAMPING: B 204 1959
 RY0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0668+STABILITY: SURFACE MOTION
 RY0668
 RY0668  HISTORY     - Date     Condition        Report By
 RY0668  HISTORY     - 1959     MONUMENTED       CGS
 RY0668  HISTORY     - 1978     GOOD             NGS
 RY0668
 RY0668                          STATION DESCRIPTION
 RY0668
 RY0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0668'15.55 MI N FROM HEADQUARTERS.
 RY0668'ABOUT 15.55 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0668'OFFICE AT HEADQUARTERS, 0.6 MILE SOUTHEAST OF A LARGE CULVERT, ON THE
 RY0668'OUTSIDE OF A CURVE AND A TURNOUT, 53 FEET WEST OF THE CENTER LINE OF
 RY0668'THE ROAD, 17 FEET NORTHWEST OF THE WEST END OF A WOODEN CULVERT, 1.7
 RY0668'FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD,
 RY0668'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 RY0668'GROUND.
 RY0668
 RY0668                          STATION RECOVERY (1978)
 RY0668
 RY0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RY0668'REACHED FROM THE HEADQUARTERS POST OFFICE BY GOING NORTH ON THE
 RY0668'MACADAM ROAD FOR 8.5 MILES TO A FORK, TAKE THE LEFT FORK, AND GO
 RY0668'NORTHWEST ON THE DIRT ROAD FOR 0.45 MILE TO A FORK, RIGHT FORK TO
 RY0668'BERTHA HILL LOOKOUT, TAKE THE LEFT FORK STRAIGHT AHEAD FOR 3.4 MILES
 RY0668'TO A T ROAD JUNCTION WITH A GRAVEL ROAD, TURN RIGHT, AND GO NORTHWEST
 RY0668'ON THE GRAVEL ROAD FOR 2.2 MILES TO ROAD JUNCTION AT TOWNSHIP SADDLE,
 RY0668'TURN LEFT, AND GO NORTHWEST, DOWN-GRADE FOR 1.0 MILE TO THE BENCH
 RY0668'MARK ON THE LEFT, 77 FEET WEST OF A BEARING TREE, 55 FEET WEST OF THE
 RY0668'CENTER OF THE ROAD, 20 FEET NORTHWEST OF THE SOUTHWEST END OF A
 RY0668'WOODEN CULVERT, AND 1.5 FEET HIGHER THAN THE CENTER OF THE ROAD SET
 RY0668'IN A ROUND CONCRETE MONUMENT THAT PROJECTS 2-INCHES, IN THE NW 1/4
 RY0668'SEC 34 T 40 N R 5 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0694 ***********************************************************************
 RY0694  DESIGNATION -  B 205 RESET
 RY0694  PID         -  RY0694
 RY0694  STATE/COUNTY-  ID/CLEARWATER
 RY0694  USGS QUAD   -  THOMPSON POINT (1994)
 RY0694
 RY0694                         *CURRENT SURVEY CONTROL
 RY0694  ___________________________________________________________________
 RY0694* NAD 83(1986)-  46 47 37.     (N)    115 39 42.     (W)     SCALED    
 RY0694* NAVD 88     -       753.06   (meters)    2470.7    (feet)  RESET     
 RY0694  ___________________________________________________________________
 RY0694  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 RY0694
 RY0694  VERT ORDER  -  THIRD
 RY0694
 RY0694.The horizontal coordinates were scaled from a topographic map and have
 RY0694.an estimated accuracy of +/- 6 seconds.
 RY0694
 RY0694.The orthometric height was computed from unverified reset data.
 RY0694
 RY0694.The geoid height was determined by GEOID03.
 RY0694
 RY0694;                    North         East    Units  Estimated Accuracy
 RY0694;SPC ID W     -   569,660.      806,740.      MT  (+/- 180 meters Scaled)
 RY0694
 RY0694                          SUPERSEDED SURVEY CONTROL
 RY0694
 RY0694.No superseded survey control is available for this station.
 RY0694
 RY0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM021830(NAD 83)
 RY0694_MARKER: DB = BENCH MARK DISK
 RY0694_SETTING: 80 = SET IN A BOULDER
 RY0694_STAMPING: B 205 RESET 1964
 RY0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0694+STABILITY: SURFACE MOTION
 RY0694
 RY0694  HISTORY     - Date     Condition        Report By
 RY0694  HISTORY     - 1964     MONUMENTED       CGS
 RY0694
 RY0694                          STATION DESCRIPTION
 RY0694
 RY0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RY0694'19.5 MI NE FROM HEADQUARTERS.
 RY0694'ABOUT 19.5 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE HEADQUARTERS
 RY0694'POST OFFICE, 2.1 MILES NORTHEAST OF THE JUNCTION WITH THE BINGO SADDLE
 RY0694'ROAD, 100 FEET SOUTH OF A CULVERT UNDER THE ROAD, 48 FEET EAST OF THE
 RY0694'CENTER OF THE ROAD, 8 FEET NORTHEAST OF AN OLD LOGGING ROAD, 2 FEET
 RY0694'EAST OF A METAL WITNESS POST AND 5 FEET ABOVE THE LEVEL OF THE ROAD,
 RY0694'CEMENTED IN A DRILL HOLE IN A 2 BY 2 1/2 FOOT BOULDER THAT PROJECTS 2
 RY0694'FEET ON THE SOUTHWEST SIDE AND IS FLUSH ON THE NORTHEAST SIDE, THE
 RY0694'LETTERS B M PAINTED ON THE SOUTHWEST FACE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0431 ***********************************************************************
 RY0431  DESIGNATION -  B 216
 RY0431  PID         -  RY0431
 RY0431  STATE/COUNTY-  ID/IDAHO
 RY0431  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0431
 RY0431                         *CURRENT SURVEY CONTROL
 RY0431  ___________________________________________________________________
 RY0431* NAD 83(1986)-  46 25 41.     (N)    115 32 43.     (W)     SCALED    
 RY0431* NAVD 88     -      1803.771  (meters)    5917.87   (feet)  ADJUSTED  
 RY0431  ___________________________________________________________________
 RY0431  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 RY0431  DYNAMIC HT  -        1803.199 (meters)    5916.00  (feet)  COMP
 RY0431  MODELED GRAV-     980,232.6   (mgal)                       NAVD 88
 RY0431
 RY0431  VERT ORDER  -  FIRST     CLASS II
 RY0431
 RY0431.The horizontal coordinates were scaled from a topographic map and have
 RY0431.an estimated accuracy of +/- 6 seconds.
 RY0431
 RY0431.The orthometric height was determined by differential leveling
 RY0431.and adjusted by the National Geodetic Survey in June 1991..
 RY0431
 RY0431.The geoid height was determined by GEOID03.
 RY0431
 RY0431.The dynamic height is computed by dividing the NAVD 88
 RY0431.geopotential number by the normal gravity value computed on the
 RY0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0431.degrees latitude (g = 980.6199 gals.).
 RY0431
 RY0431.The modeled gravity was interpolated from observed gravity values.
 RY0431
 RY0431;                    North         East    Units  Estimated Accuracy
 RY0431;SPC ID W     -   529,040.      815,740.      MT  (+/- 180 meters Scaled)
 RY0431
 RY0431                          SUPERSEDED SURVEY CONTROL
 RY0431
 RY0431  NGVD 29 (??/??/92) 1802.463  (m)         5913.58   (f) ADJ UNCH    1 2
 RY0431
 RY0431.Superseded values are not recommended for survey control.
 RY0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0431.See file dsdata.txt to determine how the superseded data were derived.
 RY0431
 RY0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM117426(NAD 83)
 RY0431_MARKER: DB = BENCH MARK DISK
 RY0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0431_STAMPING: B 216 1935
 RY0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0431+STABILITY: SURFACE MOTION
 RY0431
 RY0431  HISTORY     - Date     Condition        Report By
 RY0431  HISTORY     - 1935     MONUMENTED       CGS
 RY0431  HISTORY     - 1950     GOOD             NGS
 RY0431
 RY0431                          STATION DESCRIPTION
 RY0431
 RY0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0431'26.2 MI E FROM PIERCE.
 RY0431'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0431'PIERCE, THENCE 25.5 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 53 1/2
 RY0431'FEET NORTH OF AND ACROSS THE ROAD FROM A PROMINENT PILE OF ROCKS, 47.6
 RY0431'FEET NORTHEAST OF A 13-INCH HEMLOCK TREE MARKED WITH A WHITE PAINTED
 RY0431'TRIANGULAR BLAZE, 42 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 RY0431'ROAD, 3.0 FEET SOUTHEAST OF A 16-INCH SNAG MARKED WITH THE WHITE
 RY0431'PAINTED LETTERS B M, 1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 7
 RY0431'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RY0431'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0249 ***********************************************************************
 QB0249  DESIGNATION -  B 217
 QB0249  PID         -  QB0249
 QB0249  STATE/COUNTY-  ID/WASHINGTON
 QB0249  USGS QUAD   -  OLDS FERRY (1974)
 QB0249
 QB0249                         *CURRENT SURVEY CONTROL
 QB0249  ___________________________________________________________________
 QB0249* NAD 83(1986)-  44 21 00.     (N)    117 11 52.     (W)     SCALED    
 QB0249* NAVD 88     -       633.913  (meters)    2079.76   (feet)  ADJUSTED  
 QB0249  ___________________________________________________________________
 QB0249  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 QB0249  DYNAMIC HT  -         633.745 (meters)    2079.21  (feet)  COMP
 QB0249  MODELED GRAV-     980,333.2   (mgal)                       NAVD 88
 QB0249
 QB0249  VERT ORDER  -  FIRST     CLASS II
 QB0249
 QB0249.The horizontal coordinates were scaled from a topographic map and have
 QB0249.an estimated accuracy of +/- 6 seconds.
 QB0249
 QB0249.The orthometric height was determined by differential leveling
 QB0249.and adjusted by the National Geodetic Survey in June 1991..
 QB0249
 QB0249.The geoid height was determined by GEOID03.
 QB0249
 QB0249.The dynamic height is computed by dividing the NAVD 88
 QB0249.geopotential number by the normal gravity value computed on the
 QB0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0249.degrees latitude (g = 980.6199 gals.).
 QB0249
 QB0249.The modeled gravity was interpolated from observed gravity values.
 QB0249
 QB0249;                    North         East    Units  Estimated Accuracy
 QB0249;SPC ID W     -   299,100.      684,570.      MT  (+/- 180 meters Scaled)
 QB0249
 QB0249                          SUPERSEDED SURVEY CONTROL
 QB0249
 QB0249  NGVD 29 (??/??/92)  632.930  (m)         2076.54   (f) ADJ UNCH    1 2
 QB0249
 QB0249.Superseded values are not recommended for survey control.
 QB0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0249.See file dsdata.txt to determine how the superseded data were derived.
 QB0249
 QB0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK842107(NAD 83)
 QB0249_MARKER: DB = BENCH MARK DISK
 QB0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0249_SP_SET: CULVERT
 QB0249_STAMPING: B 217 1941
 QB0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0249
 QB0249  HISTORY     - Date     Condition        Report By
 QB0249  HISTORY     - 1941     MONUMENTED       CGS
 QB0249
 QB0249                          STATION DESCRIPTION
 QB0249
 QB0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0249'4.65 MI W FROM OLDS FERRY.
 QB0249'ABOUT 4.65 MILES WEST OF OLDS FERRY, WASHINGTON COUNTY, ON OREGON
 QB0249'SHORT LINE RR, IN THE NORTH END ON THE WEST SIDE OF CULVERT 534.92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0289 ***********************************************************************
 QB0289  DESIGNATION -  B 218
 QB0289  PID         -  QB0289
 QB0289  STATE/COUNTY-  ID/WASHINGTON
 QB0289  USGS QUAD   -  WEISER SOUTH (1951)
 QB0289
 QB0289                         *CURRENT SURVEY CONTROL
 QB0289  ___________________________________________________________________
 QB0289* NAD 83(1986)-  44 11 52.     (N)    116 55 11.     (W)     SCALED    
 QB0289* NAVD 88     -       644.164  (meters)    2113.39   (feet)  ADJUSTED  
 QB0289  ___________________________________________________________________
 QB0289  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 QB0289  DYNAMIC HT  -         643.988 (meters)    2112.82  (feet)  COMP
 QB0289  MODELED GRAV-     980,324.4   (mgal)                       NAVD 88
 QB0289
 QB0289  VERT ORDER  -  FIRST     CLASS II
 QB0289
 QB0289.The horizontal coordinates were scaled from a topographic map and have
 QB0289.an estimated accuracy of +/- 6 seconds.
 QB0289
 QB0289.The orthometric height was determined by differential leveling
 QB0289.and adjusted by the National Geodetic Survey in June 1991..
 QB0289
 QB0289.The geoid height was determined by GEOID03.
 QB0289
 QB0289.The dynamic height is computed by dividing the NAVD 88
 QB0289.geopotential number by the normal gravity value computed on the
 QB0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0289.degrees latitude (g = 980.6199 gals.).
 QB0289
 QB0289.The modeled gravity was interpolated from observed gravity values.
 QB0289
 QB0289;                    North         East    Units  Estimated Accuracy
 QB0289;SPC ID W     -   281,830.      706,500.      MT  (+/- 180 meters Scaled)
 QB0289
 QB0289                          SUPERSEDED SURVEY CONTROL
 QB0289
 QB0289  NGVD 29 (??/??/92)  643.190  (m)         2110.20   (f) ADJ UNCH    1 2
 QB0289
 QB0289.Superseded values are not recommended for survey control.
 QB0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0289.See file dsdata.txt to determine how the superseded data were derived.
 QB0289
 QB0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ064938(NAD 83)
 QB0289_MARKER: DB = BENCH MARK DISK
 QB0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0289_STAMPING: B 218 1941
 QB0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0289+STABILITY: SURFACE MOTION
 QB0289
 QB0289  HISTORY     - Date     Condition        Report By
 QB0289  HISTORY     - 1941     MONUMENTED       CGS
 QB0289  HISTORY     - 1948     GOOD             NGS
 QB0289  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0289
 QB0289                          STATION DESCRIPTION
 QB0289
 QB0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QB0289'4.1 MI SE FROM WEISER.
 QB0289'4.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QB0289'AT WEISER, WASHINGTON COUNTY, NORTHWEST OF BUTTERMILK SLOUGH, 180 FEET
 QB0289'SOUTHEAST OF THE FELTHAM 1 MILE SIGN, AT MILEPOST 512, 42 FEET
 QB0289'NORTHEAST OF THE CENTERLINE OF THE TRACK, 4 FEET SOUTHWEST OF THE
 QB0289'RIGHT-OF-WAY FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD
 QB0289'DISK, STAMPED B 218 1941 AND SET IN THE TOP OF A CONCRETE POST.
 QB0289
 QB0289                          STATION RECOVERY (1983)
 QB0289
 QB0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0289'EVIDENCE WAS FOUND THAT THE BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0010 ***********************************************************************
 NV0010  DESIGNATION -  B 219
 NV0010  PID         -  NV0010
 NV0010  STATE/COUNTY-  ID/LINCOLN
 NV0010  USGS QUAD   -  SHOSHONE (1992)
 NV0010
 NV0010                         *CURRENT SURVEY CONTROL
 NV0010  ___________________________________________________________________
 NV0010* NAD 83(1986)-  42 57 00.     (N)    114 26 20.     (W)     SCALED    
 NV0010* NAVD 88     -      1199.513  (meters)    3935.40   (feet)  ADJUSTED  
 NV0010  ___________________________________________________________________
 NV0010  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 NV0010  DYNAMIC HT  -        1198.921 (meters)    3933.46  (feet)  COMP
 NV0010  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 NV0010
 NV0010  VERT ORDER  -  FIRST     CLASS II
 NV0010
 NV0010.The horizontal coordinates were scaled from a topographic map and have
 NV0010.an estimated accuracy of +/- 6 seconds.
 NV0010
 NV0010.The orthometric height was determined by differential leveling
 NV0010.and adjusted by the National Geodetic Survey in June 1991..
 NV0010
 NV0010.The geoid height was determined by GEOID03.
 NV0010
 NV0010.The dynamic height is computed by dividing the NAVD 88
 NV0010.geopotential number by the normal gravity value computed on the
 NV0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0010.degrees latitude (g = 980.6199 gals.).
 NV0010
 NV0010.The modeled gravity was interpolated from observed gravity values.
 NV0010
 NV0010;                    North         East    Units  Estimated Accuracy
 NV0010;SPC ID C     -   142,640.      464,190.      MT  (+/- 180 meters Scaled)
 NV0010
 NV0010                          SUPERSEDED SURVEY CONTROL
 NV0010
 NV0010  NGVD 29 (??/??/92) 1198.660  (m)         3932.60   (f) ADJ UNCH    1 2
 NV0010
 NV0010.Superseded values are not recommended for survey control.
 NV0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0010.See file dsdata.txt to determine how the superseded data were derived.
 NV0010
 NV0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH089584(NAD 83)
 NV0010_MARKER: DB = BENCH MARK DISK
 NV0010_SETTING: 66 = SET IN ROCK OUTCROP
 NV0010_SP_SET: LAVA OUTCROP
 NV0010_STAMPING: B 219 1941
 NV0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0010+STABILITY: POSITION/ELEVATION WELL
 NV0010
 NV0010  HISTORY     - Date     Condition        Report By
 NV0010  HISTORY     - 1941     MONUMENTED       CGS
 NV0010  HISTORY     - 1983     GOOD             NGS
 NV0010
 NV0010                          STATION DESCRIPTION
 NV0010
 NV0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NV0010'1.8 MI W FROM SHOSHONE.
 NV0010'1.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0010'SHOSHONE, LINCOLN COUNTY, 9 POLES NORTHWEST OF SEMAPHORE 3233, 78 FEET
 NV0010'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 15 FEET SOUTHWEST OF A ROW
 NV0010'OF POLES, 15 FEET NORTHEAST OF A FENCE, NEAR A WHITE WOODEN WITNESS
 NV0010'POST, AND IN THE TOP OF A LAVA OUTCROP.  A STANDARD DISK, STAMPED B
 NV0010'219 1941.
 NV0010
 NV0010                          STATION RECOVERY (1983)
 NV0010
 NV0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0537 ***********************************************************************
 OZ0537  DESIGNATION -  B 221
 OZ0537  PID         -  OZ0537
 OZ0537  STATE/COUNTY-  ID/ELMORE
 OZ0537  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0537
 OZ0537                         *CURRENT SURVEY CONTROL
 OZ0537  ___________________________________________________________________
 OZ0537* NAD 83(1986)-  43 05 50.     (N)    115 40 04.     (W)     SCALED    
 OZ0537* NAVD 88     -       945.943  (meters)    3103.48   (feet)  ADJUSTED  
 OZ0537  ___________________________________________________________________
 OZ0537  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 OZ0537  DYNAMIC HT  -         945.538 (meters)    3102.15  (feet)  COMP
 OZ0537  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 OZ0537
 OZ0537  VERT ORDER  -  FIRST     CLASS II
 OZ0537
 OZ0537.The horizontal coordinates were scaled from a topographic map and have
 OZ0537.an estimated accuracy of +/- 6 seconds.
 OZ0537
 OZ0537.The orthometric height was determined by differential leveling
 OZ0537.and adjusted by the National Geodetic Survey in June 1991..
 OZ0537
 OZ0537.The geoid height was determined by GEOID03.
 OZ0537
 OZ0537.The dynamic height is computed by dividing the NAVD 88
 OZ0537.geopotential number by the normal gravity value computed on the
 OZ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0537.degrees latitude (g = 980.6199 gals.).
 OZ0537
 OZ0537.The modeled gravity was interpolated from observed gravity values.
 OZ0537
 OZ0537;                    North         East    Units  Estimated Accuracy
 OZ0537;SPC ID W     -   158,900.      806,690.      MT  (+/- 180 meters Scaled)
 OZ0537
 OZ0537                          SUPERSEDED SURVEY CONTROL
 OZ0537
 OZ0537  NGVD 29 (??/??/92)  945.074  (m)         3100.63   (f) ADJ UNCH    1 2
 OZ0537
 OZ0537.Superseded values are not recommended for survey control.
 OZ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0537.See file dsdata.txt to determine how the superseded data were derived.
 OZ0537
 OZ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH084724(NAD 83)
 OZ0537_MARKER: DB = BENCH MARK DISK
 OZ0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0537_SP_SET: CULVERT
 OZ0537_STAMPING: B 221 1941
 OZ0537_MARK LOGO: CGS   
 OZ0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0537
 OZ0537  HISTORY     - Date     Condition        Report By
 OZ0537  HISTORY     - 1941     MONUMENTED       CGS
 OZ0537  HISTORY     - 1960     GOOD             NGS
 OZ0537  HISTORY     - 1979     GOOD             NGS
 OZ0537  HISTORY     - 1983     GOOD             NGS
 OZ0537
 OZ0537                          STATION DESCRIPTION
 OZ0537
 OZ0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OZ0537'2.6 MI SE FROM MOUNTAIN HOME.
 OZ0537'ABOUT 2.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OZ0537'STATION AT MOUNTAIN HOME, 3 1/2 POLES NORTHWEST OF MILEPOLE 399, AT A
 OZ0537'GRAVEL ROAD CROSSING, IN THE CENTER OF THE SOUTHWEST CONCRETE HEAD
 OZ0537'WALL OF A CULVERT UNDER A ROAD, 126 FEET NORTHEAST OF THE NORTHEAST
 OZ0537'RAIL, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 14 FEET
 OZ0537'SOUTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD, 25 FEET
 OZ0537'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD INTERSECTION AND ABOUT 3 1/2
 OZ0537'FEET LOWER THAN THE TRACK.
 OZ0537
 OZ0537                          STATION RECOVERY (1979)
 OZ0537
 OZ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OZ0537'RECOVERED IN GOOD CONDITION.
 OZ0537
 OZ0537                          STATION RECOVERY (1983)
 OZ0537
 OZ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0537'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.15 KM
 OZ0537'(2.6 MI) SOUTHEAST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0537'PACIFIC RAILROAD OVERPASS IN MOUNTAIN HOME, IN THE TOP CENTER OF THE
 OZ0537'SOUTHWEST HEADWALL FOR A SMALL CULVERT UNDER SOUTH MAIN STREET,
 OZ0537'0.13 KM (0.08 MI) NORTHWEST OF RAILROAD MILEPOLE 399, 77.7 METERS
 OZ0537'(255.5 FT) NORTHEAST ACROSS THE TRACKS FROM THE HIGHWAY CENTERLINE,
 OZ0537'38.4 METERS (126 FT) NORTHEAST OF THE NORTHEAST RAIL, 4.2 METERS (14
 OZ0537'FT) SOUTHWEST OF THE CENTER OF THE STREET, 3.3 METERS (11 FT)
 OZ0537'NORTHWEST OF THE EXTENDED CENTER OF A PRIVATE DRIVEWAY.
 OZ0537'THE MARK IS 0.2 M BELOW THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0473 ***********************************************************************
 OH0473  DESIGNATION -  B 222
 OH0473  PID         -  OH0473
 OH0473  STATE/COUNTY-  ID/CANYON
 OH0473  USGS QUAD   -  PARMA (1975)
 OH0473
 OH0473                         *CURRENT SURVEY CONTROL
 OH0473  ___________________________________________________________________
 OH0473* NAD 83(1986)-  43 46 11.     (N)    116 55 02.     (W)     SCALED    
 OH0473* NAVD 88     -       682.898  (meters)    2240.47   (feet)  POSTED    
 OH0473  ___________________________________________________________________
 OH0473  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 OH0473  DYNAMIC HT  -         682.670 (meters)    2239.73  (feet)  COMP
 OH0473  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 OH0473
 OH0473  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OH0473
 OH0473.The horizontal coordinates were scaled from a topographic map and have
 OH0473.an estimated accuracy of +/- 6 seconds.
 OH0473
 OH0473.The orthometric height was determined by differential leveling
 OH0473.and adjusted by the National Geodetic Survey in 1992..
 OH0473.No vertical observational check was made to the station.
 OH0473.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OH0473.was located on a no-check spur therefore a value was not computed.
 OH0473
 OH0473.The geoid height was determined by GEOID03.
 OH0473
 OH0473.The dynamic height is computed by dividing the NAVD 88
 OH0473.geopotential number by the normal gravity value computed on the
 OH0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0473.degrees latitude (g = 980.6199 gals.).
 OH0473
 OH0473.The modeled gravity was interpolated from observed gravity values.
 OH0473
 OH0473;                    North         East    Units  Estimated Accuracy
 OH0473;SPC ID W     -   234,270.      706,030.      MT  (+/- 180 meters Scaled)
 OH0473
 OH0473                          SUPERSEDED SURVEY CONTROL
 OH0473
 OH0473  NGVD 29 (??/??/92)  681.940  (m)         2237.33   (f) ADJ UNCH    1 2
 OH0473
 OH0473.Superseded values are not recommended for survey control.
 OH0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0473.See file dsdata.txt to determine how the superseded data were derived.
 OH0473
 OH0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ066463(NAD 83)
 OH0473_MARKER: DB = BENCH MARK DISK
 OH0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0473_SP_SET: CULVERT
 OH0473_STAMPING: B 222 1941
 OH0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0473
 OH0473  HISTORY     - Date     Condition        Report By
 OH0473  HISTORY     - 1941     MONUMENTED       CGS
 OH0473  HISTORY     - 1951     GOOD             NGS
 OH0473  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0473  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0473
 OH0473                          STATION DESCRIPTION
 OH0473
 OH0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0473'1.7 MI SE FROM PARMA.
 OH0473'1.7 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OH0473'AT PARMA, AT CULVERT (479.28), AND SET IN THE TOP OF THE NORTH
 OH0473'CONCRETE HEADWALL, 13.3 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 1/2
 OH0473'FEET LOWER THAN THE TRACK, 1.5 FEET EAST OF THE WEST END OF THE
 OH0473'HEADWALL.
 OH0473
 OH0473                          STATION RECOVERY (1979)
 OH0473
 OH0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0473'MARK NOT FOUND.
 OH0473
 OH0473                          STATION RECOVERY (1983)
 OH0473
 OH0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0473'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0494 ***********************************************************************
 OH0494  DESIGNATION -  B 223
 OH0494  PID         -  OH0494
 OH0494  STATE/COUNTY-  ID/CANYON
 OH0494  USGS QUAD   -  CALDWELL (1971)
 OH0494
 OH0494                         *CURRENT SURVEY CONTROL
 OH0494  ___________________________________________________________________
 OH0494* NAD 83(1986)-  43 39 12.     (N)    116 40 30.     (W)     SCALED    
 OH0494* NAVD 88     -       733.269  (meters)    2405.73   (feet)  ADJUSTED  
 OH0494  ___________________________________________________________________
 OH0494  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 OH0494  DYNAMIC HT  -         733.019 (meters)    2404.91  (feet)  COMP
 OH0494  MODELED GRAV-     980,255.1   (mgal)                       NAVD 88
 OH0494
 OH0494  VERT ORDER  -  FIRST     CLASS II
 OH0494
 OH0494.The horizontal coordinates were scaled from a topographic map and have
 OH0494.an estimated accuracy of +/- 6 seconds.
 OH0494
 OH0494.The orthometric height was determined by differential leveling
 OH0494.and adjusted by the National Geodetic Survey in June 1991..
 OH0494
 OH0494.The geoid height was determined by GEOID03.
 OH0494
 OH0494.The dynamic height is computed by dividing the NAVD 88
 OH0494.geopotential number by the normal gravity value computed on the
 OH0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0494.degrees latitude (g = 980.6199 gals.).
 OH0494
 OH0494.The modeled gravity was interpolated from observed gravity values.
 OH0494
 OH0494;                    North         East    Units  Estimated Accuracy
 OH0494;SPC ID W     -   221,090.      725,380.      MT  (+/- 180 meters Scaled)
 OH0494
 OH0494                          SUPERSEDED SURVEY CONTROL
 OH0494
 OH0494  NGVD 29 (??/??/92)  732.333  (m)         2402.66   (f) ADJ UNCH    1 2
 OH0494
 OH0494.Superseded values are not recommended for survey control.
 OH0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0494.See file dsdata.txt to determine how the superseded data were derived.
 OH0494
 OH0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ262334(NAD 83)
 OH0494_MARKER: DB = BENCH MARK DISK
 OH0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0494_SP_SET: STEP
 OH0494_STAMPING: B 223 1941
 OH0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0494
 OH0494  HISTORY     - Date     Condition        Report By
 OH0494  HISTORY     - 1941     MONUMENTED       CGS
 OH0494  HISTORY     - 1951     GOOD             NGS
 OH0494
 OH0494                          STATION DESCRIPTION
 OH0494
 OH0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0494'IN CALDWELL.
 OH0494'AT CALDWELL AND AT THE COLLEGE OF IDAHO, AND SET IN THE TOP OF THE
 OH0494'SECOND STEP FROM THE BOTTOM AT FINNEY HALL AND AT THE NORTHWEST END OF
 OH0494'THE STEPS, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVEWAY IN
 OH0494'FRONT OF FINNEY HALL, 4.8 FEET NORTHWEST OF THE CENTER OF THE STEPS
 OH0494'LEADING UP TO FINNEY HALL, 0.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 OH0494'CONCRETE GUARD RAIL, AND ABOUT 1 1/2 FEET HIGHER THAN THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0495 ***********************************************************************
 OH0495  DESIGNATION -  B 223 RESET
 OH0495  PID         -  OH0495
 OH0495  STATE/COUNTY-  ID/CANYON
 OH0495  USGS QUAD   -  CALDWELL (1971)
 OH0495
 OH0495                         *CURRENT SURVEY CONTROL
 OH0495  ___________________________________________________________________
 OH0495* NAD 83(1986)-  43 39 13.     (N)    116 40 31.     (W)     SCALED    
 OH0495* NAVD 88     -       733.402  (meters)    2406.17   (feet)  ADJUSTED  
 OH0495  ___________________________________________________________________
 OH0495  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 OH0495  DYNAMIC HT  -         733.153 (meters)    2405.35  (feet)  COMP
 OH0495  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 OH0495
 OH0495  VERT ORDER  -  FIRST     CLASS II
 OH0495
 OH0495.The horizontal coordinates were scaled from a topographic map and have
 OH0495.an estimated accuracy of +/- 6 seconds.
 OH0495
 OH0495.The orthometric height was determined by differential leveling
 OH0495.and adjusted by the National Geodetic Survey in June 1991..
 OH0495.WARNING-Repeat measurements at this control monument indicate possible
 OH0495.vertical movement.
 OH0495
 OH0495.The geoid height was determined by GEOID03.
 OH0495
 OH0495.The dynamic height is computed by dividing the NAVD 88
 OH0495.geopotential number by the normal gravity value computed on the
 OH0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0495.degrees latitude (g = 980.6199 gals.).
 OH0495
 OH0495.The modeled gravity was interpolated from observed gravity values.
 OH0495
 OH0495;                    North         East    Units  Estimated Accuracy
 OH0495;SPC ID W     -   221,120.      725,360.      MT  (+/- 180 meters Scaled)
 OH0495
 OH0495                          SUPERSEDED SURVEY CONTROL
 OH0495
 OH0495  NGVD 29 (??/??/92)  732.452  (m)         2403.05   (f) ADJ UNCH    1 2
 OH0495
 OH0495.Superseded values are not recommended for survey control.
 OH0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0495.See file dsdata.txt to determine how the superseded data were derived.
 OH0495
 OH0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ261334(NAD 83)
 OH0495_MARKER: DB = BENCH MARK DISK
 OH0495_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OH0495_SP_SET: STEP
 OH0495_STAMPING: B 223 RESET 1957
 OH0495_MARK LOGO: CGS   
 OH0495_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH0495+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1996
 OH0495
 OH0495  HISTORY     - Date     Condition        Report By
 OH0495  HISTORY     - 1957     MONUMENTED       CGS
 OH0495  HISTORY     - 1959     GOOD             NGS
 OH0495  HISTORY     - 1979     GOOD             NGS
 OH0495  HISTORY     - 1983     GOOD             NGS
 OH0495  HISTORY     - 19961002 GOOD             NGS
 OH0495
 OH0495                          STATION DESCRIPTION
 OH0495
 OH0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0495'IN CALDWELL.
 OH0495'AT CALDWELL, IN THE EASTERN PART OF THE TOWN, AT THE COLLEGE OF IDAHO,
 OH0495'AT THE MAIN ENTRANCE TO FINNEY HALL, AND IN THE WEST END OF THE SECOND
 OH0495'STEP, SET IN A DRILL HOLE.
 OH0495
 OH0495                          STATION RECOVERY (1979)
 OH0495
 OH0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0495'RECOVERED IN GOOD CONDITION.
 OH0495
 OH0495                          STATION RECOVERY (1983)
 OH0495
 OH0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0495'RECOVERED IN GOOD CONDITION.
 OH0495
 OH0495                          STATION RECOVERY (1996)
 OH0495
 OH0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (BEK)
 OH0495'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0281 ***********************************************************************
 QB0281  DESIGNATION -  B 225
 QB0281  PID         -  QB0281
 QB0281  STATE/COUNTY-  ID/WASHINGTON
 QB0281  USGS QUAD   -  WEISER SOUTH (1951)
 QB0281
 QB0281                         *CURRENT SURVEY CONTROL
 QB0281  ___________________________________________________________________
 QB0281* NAD 83(1986)-  44 14 45.     (N)    116 56 42.     (W)     SCALED    
 QB0281* NAVD 88     -       645.212  (meters)    2116.83   (feet)  ADJUSTED  
 QB0281  ___________________________________________________________________
 QB0281  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 QB0281  DYNAMIC HT  -         645.041 (meters)    2116.27  (feet)  COMP
 QB0281  MODELED GRAV-     980,332.1   (mgal)                       NAVD 88
 QB0281
 QB0281  VERT ORDER  -  FIRST     CLASS II
 QB0281
 QB0281.The horizontal coordinates were scaled from a topographic map and have
 QB0281.an estimated accuracy of +/- 6 seconds.
 QB0281
 QB0281.The orthometric height was determined by differential leveling
 QB0281.and adjusted by the National Geodetic Survey in June 1991..
 QB0281
 QB0281.The geoid height was determined by GEOID03.
 QB0281
 QB0281.The dynamic height is computed by dividing the NAVD 88
 QB0281.geopotential number by the normal gravity value computed on the
 QB0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0281.degrees latitude (g = 980.6199 gals.).
 QB0281
 QB0281.The modeled gravity was interpolated from observed gravity values.
 QB0281
 QB0281;                    North         East    Units  Estimated Accuracy
 QB0281;SPC ID W     -   287,200.      704,560.      MT  (+/- 180 meters Scaled)
 QB0281
 QB0281                          SUPERSEDED SURVEY CONTROL
 QB0281
 QB0281  NGVD 29 (??/??/92)  644.241  (m)         2113.65   (f) ADJ UNCH    1 2
 QB0281
 QB0281.Superseded values are not recommended for survey control.
 QB0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0281.See file dsdata.txt to determine how the superseded data were derived.
 QB0281
 QB0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ043991(NAD 83)
 QB0281_MARKER: DB = BENCH MARK DISK
 QB0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0281_SP_SET: BRIDGE
 QB0281_STAMPING: B 225 1941
 QB0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0281
 QB0281  HISTORY     - Date     Condition        Report By
 QB0281  HISTORY     - 1941     MONUMENTED       CGS
 QB0281  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0281
 QB0281                          STATION DESCRIPTION
 QB0281
 QB0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0281'IN WEISER.
 QB0281'1.05 MILE SOUTHEAST OF COURT HOUSE, ALONG U.P. RR SPUR, 168 FEET SOUTH
 QB0281'OF TRACK, 15 FEET SOUTHWEST OF COUNTY ROAD, 10 FEET EAST OF FENCE, IN
 QB0281'NORTHWEST WINGWALL OF BRIDGE OVER SLOUGH.
 QB0281
 QB0281                          STATION RECOVERY (1983)
 QB0281
 QB0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0226 ***********************************************************************
 OY0226  DESIGNATION -  B 226
 OY0226  PID         -  OY0226
 OY0226  STATE/COUNTY-  ID/BINGHAM
 OY0226  USGS QUAD   -  BLACKFOOT (1971)
 OY0226
 OY0226                         *CURRENT SURVEY CONTROL
 OY0226  ___________________________________________________________________
 OY0226* NAD 83(1986)-  43 14 04.     (N)    112 16 52.     (W)     SCALED    
 OY0226* NAVD 88     -      1381.055  (meters)    4531.01   (feet)  ADJUSTED  
 OY0226  ___________________________________________________________________
 OY0226  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 OY0226  DYNAMIC HT  -        1380.306 (meters)    4528.55  (feet)  COMP
 OY0226  MODELED GRAV-     980,029.4   (mgal)                       NAVD 88
 OY0226
 OY0226  VERT ORDER  -  FIRST     CLASS I
 OY0226
 OY0226.The horizontal coordinates were scaled from a topographic map and have
 OY0226.an estimated accuracy of +/- 6 seconds.
 OY0226
 OY0226.The orthometric height was determined by differential leveling
 OY0226.and adjusted by the National Geodetic Survey in June 1991..
 OY0226
 OY0226.The geoid height was determined by GEOID03.
 OY0226
 OY0226.The dynamic height is computed by dividing the NAVD 88
 OY0226.geopotential number by the normal gravity value computed on the
 OY0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0226.degrees latitude (g = 980.6199 gals.).
 OY0226
 OY0226.The modeled gravity was interpolated from observed gravity values.
 OY0226
 OY0226;                    North         East    Units  Estimated Accuracy
 OY0226;SPC ID E     -   174,150.      190,700.      MT  (+/- 180 meters Scaled)
 OY0226
 OY0226                          SUPERSEDED SURVEY CONTROL
 OY0226
 OY0226  NGVD 29 (08/20/92) 1379.994  (m)         4527.53   (f) ADJUSTED    1 1
 OY0226
 OY0226.Superseded values are not recommended for survey control.
 OY0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0226.See file dsdata.txt to determine how the superseded data were derived.
 OY0226
 OY0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN959876(NAD 83)
 OY0226_MARKER: DB = BENCH MARK DISK
 OY0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0226_STAMPING: B 226 1960
 OY0226_MARK LOGO: CGS   
 OY0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0226+STABILITY: SURFACE MOTION
 OY0226
 OY0226  HISTORY     - Date     Condition        Report By
 OY0226  HISTORY     - 1960     MONUMENTED       CGS
 OY0226  HISTORY     - 1967     GOOD             NGS
 OY0226  HISTORY     - 1983     GOOD             NGS
 OY0226
 OY0226                          STATION DESCRIPTION
 OY0226
 OY0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0226'4.45 MI NE FROM BLACKFOOT.
 OY0226'4.45 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0226'AT BLACKFOOT, 0.4 MILE SOUTHWEST OF MILEPOLE 163, 32.4 FEET NORTHWEST
 OY0226'OF THE NORTHWEST RAIL, 159 FEET WEST-SOUTHWEST AND ACROSS THE TRACK
 OY0226'FROM A 6-BY 6-INCH POST SUPPORTING A WAPELLO ONE MILE SIGN, 83 FEET
 OY0226'WEST-NORTHWEST AND ACROSS THE TRACK FROM THE TWELFTH POLE SOUTHWEST OF
 OY0226'THE MILEPOLE, 40 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 26,
 OY0226'91 AND 191, 15.9 FEET SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST OF A
 OY0226'TELEPHONE POLE, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET
 OY0226'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OY0226'0.4 FOOT ABOVE THE GROUND.
 OY0226
 OY0226                          STATION RECOVERY (1967)
 OY0226
 OY0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0226'RECOVERED IN GOOD CONDITION.
 OY0226
 OY0226                          STATION RECOVERY (1983)
 OY0226
 OY0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0226'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OY0226'THE FOLLOWING EXCEPTIONS, DELETE 83 FEET WEST-NORTHWEST AND ACROSS THE
 OY0226'TRACKS FROM THE TWELFTH POLE SOUTHWEST OF THE MILEPOLE, AND 15.9 FEET
 OY0226'SOUTHEAST OF A FENCE.  ADD 0.3 KM (0.2 MI) NORTHEAST OF A PRIVATE ROAD
 OY0226'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0758 ***********************************************************************
 OY0758  DESIGNATION -  B 227
 OY0758  PID         -  OY0758
 OY0758  STATE/COUNTY-  ID/BONNEVILLE
 OY0758  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0758
 OY0758                         *CURRENT SURVEY CONTROL
 OY0758  ___________________________________________________________________
 OY0758* NAD 83(1986)-  43 32 21.     (N)    112 00 14.     (W)     SCALED    
 OY0758* NAVD 88     -      1451.456  (meters)    4761.99   (feet)  ADJUSTED  
 OY0758  ___________________________________________________________________
 OY0758  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 OY0758  DYNAMIC HT  -        1450.695 (meters)    4759.49  (feet)  COMP
 OY0758  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 OY0758
 OY0758  VERT ORDER  -  FIRST     CLASS II
 OY0758
 OY0758.The horizontal coordinates were scaled from a topographic map and have
 OY0758.an estimated accuracy of +/- 6 seconds.
 OY0758
 OY0758.The orthometric height was determined by differential leveling
 OY0758.and adjusted by the National Geodetic Survey in June 1991..
 OY0758
 OY0758.The geoid height was determined by GEOID03.
 OY0758
 OY0758.The dynamic height is computed by dividing the NAVD 88
 OY0758.geopotential number by the normal gravity value computed on the
 OY0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0758.degrees latitude (g = 980.6199 gals.).
 OY0758
 OY0758.The modeled gravity was interpolated from observed gravity values.
 OY0758
 OY0758;                    North         East    Units  Estimated Accuracy
 OY0758;SPC ID E     -   208,010.      213,160.      MT  (+/- 180 meters Scaled)
 OY0758
 OY0758                          SUPERSEDED SURVEY CONTROL
 OY0758
 OY0758  NGVD 29 (08/20/92) 1450.380  (m)         4758.45   (f) ADJUSTED    1 2
 OY0758
 OY0758.Superseded values are not recommended for survey control.
 OY0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0758.See file dsdata.txt to determine how the superseded data were derived.
 OY0758
 OY0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP188211(NAD 83)
 OY0758_MARKER: DB = BENCH MARK DISK
 OY0758_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OY0758_SP_SET: HEADWALL
 OY0758_STAMPING: B 227 1960
 OY0758_MARK LOGO: CGS   
 OY0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0758+STABILITY: SURFACE MOTION
 OY0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0758+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 OY0758
 OY0758  HISTORY     - Date     Condition        Report By
 OY0758  HISTORY     - 1960     MONUMENTED       CGS
 OY0758  HISTORY     - 19910419 POOR             IDDT
 OY0758
 OY0758                          STATION DESCRIPTION
 OY0758
 OY0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0758'3.5 MI NE FROM IDAHO FALLS.
 OY0758'3.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0758'AT IDAHO FALLS, 1 1/2 POLES NORTH AND ACROSS THE TRACK FROM MILEPOLE
 OY0758'3.50, AT THE CROSSING OF A GRAVEL ROAD AND AN ASPHALT ROAD, IN TOP OF
 OY0758'THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A LARGE CONCRETE BOX
 OY0758'CULVERT UNDER THE ASPHALT ROAD, 137.2 FEET EAST-SOUTHEAST OF THE
 OY0758'EAST-SOUTHEAST RAIL, 314 FEET SOUTH OF THE CENTER OF THE CROSSING OF
 OY0758'THE ASPHALT ROAD, 144 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF
 OY0758'THE GRAVEL ROAD, 91 1/2 FEET SOUTH OF THE CENTER OF THE JUNCTION OF
 OY0758'THE ROADS, 12 1/2 FEET WEST OF THE CENTER LINE OF THE ASPHALT ROAD,
 OY0758'AND ABOUT 3 FEET LOWER THAN THE TRACK.
 OY0758
 OY0758                          STATION RECOVERY (1991)
 OY0758
 OY0758'RECOVERY NOTE BY ID DEPT OF TRANSP 1991 (RR)
 OY0758'MARK WAS RECOVERED IN FAIR CONDITION.  THE HEADWALL IS STARTING TO
 OY0758'CRUMBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0385 ***********************************************************************
 PY0385  DESIGNATION -  B 228
 PY0385  PID         -  PY0385
 PY0385  STATE/COUNTY-  ID/FREMONT
 PY0385  USGS QUAD   -  ASHTON (1965)
 PY0385
 PY0385                         *CURRENT SURVEY CONTROL
 PY0385  ___________________________________________________________________
 PY0385* NAD 83(1986)-  44 02 58.     (N)    111 28 42.     (W)     SCALED    
 PY0385* NAVD 88     -      1602.325  (meters)    5256.96   (feet)  ADJUSTED  
 PY0385  ___________________________________________________________________
 PY0385  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 PY0385  DYNAMIC HT  -        1601.496 (meters)    5254.24  (feet)  COMP
 PY0385  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 PY0385
 PY0385  VERT ORDER  -  FIRST     CLASS II
 PY0385
 PY0385.The horizontal coordinates were scaled from a topographic map and have
 PY0385.an estimated accuracy of +/- 6 seconds.
 PY0385
 PY0385.The orthometric height was determined by differential leveling
 PY0385.and adjusted by the National Geodetic Survey in June 1991..
 PY0385
 PY0385.The geoid height was determined by GEOID03.
 PY0385
 PY0385.The dynamic height is computed by dividing the NAVD 88
 PY0385.geopotential number by the normal gravity value computed on the
 PY0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0385.degrees latitude (g = 980.6199 gals.).
 PY0385
 PY0385.The modeled gravity was interpolated from observed gravity values.
 PY0385
 PY0385;                    North         East    Units  Estimated Accuracy
 PY0385;SPC ID E     -   264,920.      255,160.      MT  (+/- 180 meters Scaled)
 PY0385
 PY0385                          SUPERSEDED SURVEY CONTROL
 PY0385
 PY0385  NGVD 29 (08/20/92) 1601.248  (m)         5253.43   (f) ADJUSTED    1 2
 PY0385
 PY0385.Superseded values are not recommended for survey control.
 PY0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0385.See file dsdata.txt to determine how the superseded data were derived.
 PY0385
 PY0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP616774(NAD 83)
 PY0385_MARKER: DB = BENCH MARK DISK
 PY0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0385_SP_SET: BRIDGE
 PY0385_STAMPING: B 228 1960
 PY0385_MARK LOGO: CGS   
 PY0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0385
 PY0385  HISTORY     - Date     Condition        Report By
 PY0385  HISTORY     - 1960     MONUMENTED       CGS
 PY0385  HISTORY     - 1983     GOOD             NGS
 PY0385
 PY0385                          STATION DESCRIPTION
 PY0385
 PY0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0385'2.0 MI SW FROM ASHTON.
 PY0385'2.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0385'AT ASHTON, OPPOSITE OF RAILROAD CULVERT 49.03 AND MILEPOLE 49, IN TOP
 PY0385'OF THE CENTER OF THE SOUTHEAST CONCRETE GUARDRAIL OF A CONCRETE
 PY0385'HIGHWAY BRIDGE OVER AN IRRIGATION DITCH, 65.1 FEET NORTHWEST OF THE
 PY0385'NORTHWEST RAIL, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PY0385'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY AND THE TRACK.
 PY0385
 PY0385                          STATION RECOVERY (1983)
 PY0385
 PY0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0407 ***********************************************************************
 PY0407  DESIGNATION -  B 229
 PY0407  PID         -  PY0407
 PY0407  STATE/COUNTY-  ID/FREMONT
 PY0407  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0407
 PY0407                         *CURRENT SURVEY CONTROL
 PY0407  ___________________________________________________________________
 PY0407* NAD 83(1986)-  44 07 37.     (N)    111 18 23.     (W)     SCALED    
 PY0407* NAVD 88     -      1629.736  (meters)    5346.89   (feet)  POSTED    
 PY0407  ___________________________________________________________________
 PY0407  GEOID HEIGHT-         -10.09  (meters)                     GEOID03
 PY0407  DYNAMIC HT  -        1628.860 (meters)    5344.02  (feet)  COMP
 PY0407  MODELED GRAV-     980,022.7   (mgal)                       NAVD 88
 PY0407
 PY0407  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0407
 PY0407.The horizontal coordinates were scaled from a topographic map and have
 PY0407.an estimated accuracy of +/- 6 seconds.
 PY0407
 PY0407.The orthometric height was determined by differential leveling
 PY0407.and adjusted by the National Geodetic Survey in 1992..
 PY0407.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0407.rate of 1.1 thru 2.0 mm/km.
 PY0407
 PY0407.The geoid height was determined by GEOID03.
 PY0407
 PY0407.The dynamic height is computed by dividing the NAVD 88
 PY0407.geopotential number by the normal gravity value computed on the
 PY0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0407.degrees latitude (g = 980.6199 gals.).
 PY0407
 PY0407.The modeled gravity was interpolated from observed gravity values.
 PY0407
 PY0407;                    North         East    Units  Estimated Accuracy
 PY0407;SPC ID E     -   273,660.      268,850.      MT  (+/- 180 meters Scaled)
 PY0407
 PY0407                          SUPERSEDED SURVEY CONTROL
 PY0407
 PY0407  NGVD 29 (??/??/92) 1628.593  (m)         5343.14   (f) ADJ UNCH    1 2
 PY0407
 PY0407.Superseded values are not recommended for survey control.
 PY0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0407.See file dsdata.txt to determine how the superseded data were derived.
 PY0407
 PY0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP754860(NAD 83)
 PY0407_MARKER: DB = BENCH MARK DISK
 PY0407_SETTING: 80 = SET IN A BOULDER
 PY0407_STAMPING: B 229 1960
 PY0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0407+STABILITY: SURFACE MOTION
 PY0407
 PY0407  HISTORY     - Date     Condition        Report By
 PY0407  HISTORY     - 1960     MONUMENTED       CGS
 PY0407
 PY0407                          STATION DESCRIPTION
 PY0407
 PY0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0407'8.95 MI NE FROM ASHTON.
 PY0407'8.95 MILES NORTHEAT ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0407'AT ASHTON, 1 1/2 POLES SOUTH OF MILEPOST 60, SET VERTICALLY IN THE
 PY0407'EAST FACE OF A LARGE BOULDER, 16.4 FEET WEST OF THE WEST RAIL, AND
 PY0407'ABOUT 1 FOOT HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0066 ***********************************************************************
 TO0066  DESIGNATION -  B 23
 TO0066  PID         -  TO0066
 TO0066  STATE/COUNTY-  ID/BOUNDARY
 TO0066  USGS QUAD   -  MOYIE SPRINGS (1996)
 TO0066
 TO0066                         *CURRENT SURVEY CONTROL
 TO0066  ___________________________________________________________________
 TO0066* NAD 83(1986)-  48 41 18.     (N)    116 08 07.     (W)     SCALED    
 TO0066* NAVD 88     -       550.960  (meters)    1807.61   (feet)  ADJUSTED  
 TO0066  ___________________________________________________________________
 TO0066  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TO0066  DYNAMIC HT  -         550.988 (meters)    1807.70  (feet)  COMP
 TO0066  MODELED GRAV-     980,645.4   (mgal)                       NAVD 88
 TO0066
 TO0066  VERT ORDER  -  FIRST     CLASS II
 TO0066
 TO0066.The horizontal coordinates were scaled from a topographic map and have
 TO0066.an estimated accuracy of +/- 6 seconds.
 TO0066
 TO0066.The orthometric height was determined by differential leveling
 TO0066.and adjusted by the National Geodetic Survey in June 1991..
 TO0066
 TO0066.The geoid height was determined by GEOID03.
 TO0066
 TO0066.The dynamic height is computed by dividing the NAVD 88
 TO0066.geopotential number by the normal gravity value computed on the
 TO0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0066.degrees latitude (g = 980.6199 gals.).
 TO0066
 TO0066.The modeled gravity was interpolated from observed gravity values.
 TO0066
 TO0066;                    North         East    Units  Estimated Accuracy
 TO0066;SPC ID W     -   780,370.      771,640.      MT  (+/- 180 meters Scaled)
 TO0066
 TO0066                          SUPERSEDED SURVEY CONTROL
 TO0066
 TO0066  NGVD 29 (??/??/92)  549.754  (m)         1803.65   (f) ADJ UNCH    1 2
 TO0066
 TO0066.Superseded values are not recommended for survey control.
 TO0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0066.See file dsdata.txt to determine how the superseded data were derived.
 TO0066
 TO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP636931(NAD 83)
 TO0066_MARKER: DD = SURVEY DISK
 TO0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TO0066_SP_SET: PIER
 TO0066_STAMPING: B 23 1933
 TO0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0066
 TO0066  HISTORY     - Date     Condition        Report By
 TO0066  HISTORY     - 1933     MONUMENTED       USGS
 TO0066  HISTORY     - 1934     GOOD             IDDT
 TO0066
 TO0066                          STATION DESCRIPTION
 TO0066
 TO0066'DESCRIBED BY ID DEPT OF TRANSP 1934
 TO0066'IN KATKA.
 TO0066'AT KATKA, BOUNDARY COUNTY, IDAHO, ON THE GREAT NORTHERN RAILWAY, AT A
 TO0066'WATER TOWER AT MILE BOARD 1357.53, 15 FEET EAST OF THE TRACK, IN THE
 TO0066'TOP OF THE SOUTHEAST CONCRETE PIER.  A STANDARD USGS DISK, STAMPED B
 TO0066'23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0389 ***********************************************************************
 QA0389  DESIGNATION -  B 230
 QA0389  PID         -  QA0389
 QA0389  STATE/COUNTY-  ID/BOISE
 QA0389  USGS QUAD   -  SCOTT CREEK (1972)
 QA0389
 QA0389                         *CURRENT SURVEY CONTROL
 QA0389  ___________________________________________________________________
 QA0389* NAD 83(1986)-  44 07 58.     (N)    115 43 31.     (W)     SCALED    
 QA0389* NAVD 88     -      1712.439  (meters)    5618.23   (feet)  ADJUSTED  
 QA0389  ___________________________________________________________________
 QA0389  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 QA0389  DYNAMIC HT  -        1711.494 (meters)    5615.13  (feet)  COMP
 QA0389  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 QA0389
 QA0389  VERT ORDER  -  SECOND    CLASS 0
 QA0389
 QA0389.The horizontal coordinates were scaled from a topographic map and have
 QA0389.an estimated accuracy of +/- 6 seconds.
 QA0389
 QA0389.The orthometric height was determined by differential leveling
 QA0389.and adjusted by the National Geodetic Survey in June 1991..
 QA0389
 QA0389.The geoid height was determined by GEOID03.
 QA0389
 QA0389.The dynamic height is computed by dividing the NAVD 88
 QA0389.geopotential number by the normal gravity value computed on the
 QA0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0389.degrees latitude (g = 980.6199 gals.).
 QA0389
 QA0389.The modeled gravity was interpolated from observed gravity values.
 QA0389
 QA0389;                    North         East    Units  Estimated Accuracy
 QA0389;SPC ID W     -   273,940.      801,980.      MT  (+/- 180 meters Scaled)
 QA0389
 QA0389                          SUPERSEDED SURVEY CONTROL
 QA0389
 QA0389  NGVD 29 (??/??/92) 1711.207  (m)         5614.19   (f) ADJ UNCH    2 0
 QA0389
 QA0389.Superseded values are not recommended for survey control.
 QA0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0389.See file dsdata.txt to determine how the superseded data were derived.
 QA0389
 QA0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ019874(NAD 83)
 QA0389_MARKER: DB = BENCH MARK DISK
 QA0389_SETTING: 80 = SET IN A BOULDER
 QA0389_SP_SET: BOULDER
 QA0389_STAMPING: B 230 1960
 QA0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0389+STABILITY: SURFACE MOTION
 QA0389
 QA0389  HISTORY     - Date     Condition        Report By
 QA0389  HISTORY     - 1960     MONUMENTED       CGS
 QA0389
 QA0389                          STATION DESCRIPTION
 QA0389
 QA0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0389'16.1 MI NW FROM LOWMAN.
 QA0389'10.3 MILES WEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 QA0389'HIGHWAY 21 AT LOWMAN, THENCE 5.8 MILES NORTH ALONG DEADWOOD RIVER
 QA0389'ROAD, AT THE NORTH END OF A 200-FOOT TANGENT, SET VERTICALLY IN THE
 QA0389'WEST FACE OF A GRANITE BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 QA0389'GROUND, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, 104 FEET SOUTH OF
 QA0389'THE CENTER OF THE CURVE, ABOUT 1/2 FOOT HIGHER THAN THE GROUND, AND
 QA0389'ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0859 ***********************************************************************
 QA0859  DESIGNATION -  B 230 RESET
 QA0859  PID         -  QA0859
 QA0859  STATE/COUNTY-  ID/BOISE
 QA0859  USGS QUAD   -  SCOTT CREEK (1972)
 QA0859
 QA0859                         *CURRENT SURVEY CONTROL
 QA0859  ___________________________________________________________________
 QA0859* NAD 83(1986)-  44 07 58.     (N)    115 43 31.     (W)     SCALED    
 QA0859* NAVD 88     -      1717.23   (meters)    5633.9    (feet)  RESET     
 QA0859  ___________________________________________________________________
 QA0859  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 QA0859
 QA0859  VERT ORDER  -  THIRD
 QA0859
 QA0859.The horizontal coordinates were scaled from a topographic map and have
 QA0859.an estimated accuracy of +/- 6 seconds.
 QA0859
 QA0859.The orthometric height was computed from unverified reset data.
 QA0859.No vertical observational check was made to the station.
 QA0859
 QA0859.The geoid height was determined by GEOID03.
 QA0859
 QA0859;                    North         East    Units  Estimated Accuracy
 QA0859;SPC ID W     -   273,940.      801,980.      MT  (+/- 180 meters Scaled)
 QA0859
 QA0859                          SUPERSEDED SURVEY CONTROL
 QA0859
 QA0859  NGVD 29 (03/27/06) 1716.00   (m)         5629.9    (f) RESET       3  
 QA0859
 QA0859.Superseded values are not recommended for survey control.
 QA0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0859.See file dsdata.txt to determine how the superseded data were derived.
 QA0859
 QA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ019874(NAD 83)
 QA0859_MARKER: DB = BENCH MARK DISK
 QA0859_SETTING: 80 = SET IN A BOULDER
 QA0859_SP_SET: BOULDER
 QA0859_STAMPING: B 230 RESET 1984
 QA0859_MARK LOGO: NGS   
 QA0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0859+STABILITY: SURFACE MOTION
 QA0859
 QA0859  HISTORY     - Date     Condition        Report By
 QA0859  HISTORY     - 1984     MONUMENTED       NGS
 QA0859
 QA0859                          STATION DESCRIPTION
 QA0859
 QA0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QA0859'24.7 KM (15.35 MI) NW FROM LOWMAN.
 QA0859'FROM THE INTERSECTION OF HIGHWAY 582 AND HIGHWAY 21 IN LOWMAN GO WEST
 QA0859'16.5 KM (10.25 MI), ON ROAD 582 TURN RIGHT ON DEADWOOD RIVER RD AND
 QA0859'GO 8.2 KM (5.10 MI) NORTH TO THE MARK ON THE LEFT, IN THE TOP OF A
 QA0859'TRIANGULAR SHAPED BOULDER ABOUT 2 METERS ON A SIDE AND PROJECTS 1
 QA0859'METER, 11 METERS NORTHWEST OF THE CENTERLINE OF THE ROAD, 4 METERS
 QA0859'WEST OF A FIR TREE 0.8 METER IN DIAMETER, 0.7 METER NORTHWEST OF A
 QA0859'FIBERGLASS WITNESS POST AND ABOUT 0.5 METER LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0421 ***********************************************************************
 QA0421  DESIGNATION -  B 231
 QA0421  PID         -  QA0421
 QA0421  STATE/COUNTY-  ID/VALLEY
 QA0421  USGS QUAD   -  DEADWOOD RESERVOIR (1988)
 QA0421
 QA0421                         *CURRENT SURVEY CONTROL
 QA0421  ___________________________________________________________________
 QA0421* NAD 83(1986)-  44 18 17.     (N)    115 38 48.     (W)     SCALED    
 QA0421* NAVD 88     -      1668.559  (meters)    5474.26   (feet)  ADJUSTED  
 QA0421  ___________________________________________________________________
 QA0421  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 QA0421  DYNAMIC HT  -        1667.680 (meters)    5471.38  (feet)  COMP
 QA0421  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 QA0421
 QA0421  VERT ORDER  -  SECOND    CLASS 0
 QA0421
 QA0421.The horizontal coordinates were scaled from a topographic map and have
 QA0421.an estimated accuracy of +/- 6 seconds.
 QA0421
 QA0421.The orthometric height was determined by differential leveling
 QA0421.and adjusted by the National Geodetic Survey in June 1991..
 QA0421
 QA0421.The geoid height was determined by GEOID03.
 QA0421
 QA0421.The dynamic height is computed by dividing the NAVD 88
 QA0421.geopotential number by the normal gravity value computed on the
 QA0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0421.degrees latitude (g = 980.6199 gals.).
 QA0421
 QA0421.The modeled gravity was interpolated from observed gravity values.
 QA0421
 QA0421;                    North         East    Units  Estimated Accuracy
 QA0421;SPC ID W     -   293,050.      808,250.      MT  (+/- 180 meters Scaled)
 QA0421
 QA0421                          SUPERSEDED SURVEY CONTROL
 QA0421
 QA0421  NGVD 29 (??/??/92) 1667.341  (m)         5470.27   (f) ADJ UNCH    2 0
 QA0421
 QA0421.Superseded values are not recommended for survey control.
 QA0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0421.See file dsdata.txt to determine how the superseded data were derived.
 QA0421
 QA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK079066(NAD 83)
 QA0421_MARKER: DB = BENCH MARK DISK
 QA0421_SETTING: 80 = SET IN A BOULDER
 QA0421_SP_SET: BOULDER
 QA0421_STAMPING: B 231 1960
 QA0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0421+STABILITY: SURFACE MOTION
 QA0421
 QA0421  HISTORY     - Date     Condition        Report By
 QA0421  HISTORY     - 1960     MONUMENTED       CGS
 QA0421
 QA0421                          STATION DESCRIPTION
 QA0421
 QA0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0421'1.6 MI NE FROM DEADWOOD DAM.
 QA0421'1.6 MILES NORTHEAST ALONG DEADWOOD ROAD FROM THE SOUTH END OF DEADWOOD
 QA0421'DAM, AT THE SOUTHWEST END OF A SHARP CURVE, IN A DRAW BETWEEN TWO
 QA0421'CUTS, IN TOP OF A 4-BY 5-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 1
 QA0421'FOOT ABOVE THE GROUND, 34 FEET NORTHWEST OF THE CENTER LINE OF THE
 QA0421'ROAD, 9.0 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 4 FEET HIGHER
 QA0421'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0550 ***********************************************************************
 OX0550  DESIGNATION -  B 231 1
 OX0550  PID         -  OX0550
 OX0550  STATE/COUNTY-  ID/JEFFERSON
 OX0550  USGS QUAD   -  HEISE (1979)
 OX0550
 OX0550                         *CURRENT SURVEY CONTROL
 OX0550  ___________________________________________________________________
 OX0550* NAD 83(1986)-  43 37 43.     (N)    111 41 06.     (W)     SCALED    
 OX0550* NAVD 88     -      1529.384  (meters)    5017.65   (feet)  ADJUSTED  
 OX0550  ___________________________________________________________________
 OX0550  GEOID HEIGHT-         -10.83  (meters)                     GEOID03
 OX0550  DYNAMIC HT  -        1528.561 (meters)    5014.95  (feet)  COMP
 OX0550  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 OX0550
 OX0550  VERT ORDER  -  SECOND    CLASS 0
 OX0550
 OX0550.The horizontal coordinates were scaled from a topographic map and have
 OX0550.an estimated accuracy of +/- 6 seconds.
 OX0550
 OX0550.The orthometric height was determined by differential leveling
 OX0550.and adjusted by the National Geodetic Survey in June 1991..
 OX0550
 OX0550.The geoid height was determined by GEOID03.
 OX0550
 OX0550.The dynamic height is computed by dividing the NAVD 88
 OX0550.geopotential number by the normal gravity value computed on the
 OX0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0550.degrees latitude (g = 980.6199 gals.).
 OX0550
 OX0550.The modeled gravity was interpolated from observed gravity values.
 OX0550
 OX0550;                    North         East    Units  Estimated Accuracy
 OX0550;SPC ID E     -   218,050.      238,870.      MT  (+/- 180 meters Scaled)
 OX0550
 OX0550                          SUPERSEDED SURVEY CONTROL
 OX0550
 OX0550  NGVD 29 (??/??/92) 1528.265  (m)         5013.98   (f) ADJ UNCH    2 0
 OX0550
 OX0550.Superseded values are not recommended for survey control.
 OX0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0550.See file dsdata.txt to determine how the superseded data were derived.
 OX0550
 OX0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP447308(NAD 83)
 OX0550_MARKER: S = SPIKE
 OX0550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0550_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0550
 OX0550  HISTORY     - Date     Condition        Report By
 OX0550  HISTORY     - UNK      MONUMENTED       DOD
 OX0550  HISTORY     - 1945     GOOD             NGS
 OX0550
 OX0550                          STATION DESCRIPTION
 OX0550
 OX0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0550'0.6 MI N FROM POPLAR.
 OX0550'0.6 MILE NORTH ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, AT THE
 OX0550'EAGLE ROCK 1ST. HEADGATE, 60 FEET NORTHWEST OF THE CENTER-LINE OF THE
 OX0550'NORTH END OF THE BRIDGE, 8 FEET NORTH OF CENTER-LINE OF THE ROAD, 5.5
 OX0550'FEET WEST OF TELEPHONE POLE NO. 2. A USE SPIKE CEMENTED IN A 2-INCH
 OX0550'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0439 ***********************************************************************
 PY0439  DESIGNATION -  B 232
 PY0439  PID         -  PY0439
 PY0439  STATE/COUNTY-  ID/FREMONT
 PY0439  USGS QUAD   -  ISLAND PARK (1964)
 PY0439
 PY0439                         *CURRENT SURVEY CONTROL
 PY0439  ___________________________________________________________________
 PY0439* NAD 83(1986)-  44 28 52.     (N)    111 18 24.     (W)     SCALED    
 PY0439* NAVD 88     -      1953.005  (meters)    6407.48   (feet)  POSTED    
 PY0439  ___________________________________________________________________
 PY0439  GEOID HEIGHT-          -9.26  (meters)                     GEOID03
 PY0439  DYNAMIC HT  -        1951.920 (meters)    6403.92  (feet)  COMP
 PY0439  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 PY0439
 PY0439  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0439
 PY0439.The horizontal coordinates were scaled from a topographic map and have
 PY0439.an estimated accuracy of +/- 6 seconds.
 PY0439
 PY0439.The orthometric height was determined by differential leveling
 PY0439.and adjusted by the National Geodetic Survey in 1992..
 PY0439.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0439.rate of 3.1 thru 4.0 mm/km.
 PY0439
 PY0439.The geoid height was determined by GEOID03.
 PY0439
 PY0439.The dynamic height is computed by dividing the NAVD 88
 PY0439.geopotential number by the normal gravity value computed on the
 PY0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0439.degrees latitude (g = 980.6199 gals.).
 PY0439
 PY0439.The modeled gravity was interpolated from observed gravity values.
 PY0439
 PY0439;                    North         East    Units  Estimated Accuracy
 PY0439;SPC ID E     -   313,010.      268,410.      MT  (+/- 180 meters Scaled)
 PY0439
 PY0439                          SUPERSEDED SURVEY CONTROL
 PY0439
 PY0439  NGVD 29 (??/??/92) 1951.717  (m)         6403.26   (f) ADJ UNCH    1 2
 PY0439
 PY0439.Superseded values are not recommended for survey control.
 PY0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0439.See file dsdata.txt to determine how the superseded data were derived.
 PY0439
 PY0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ756253(NAD 83)
 PY0439_MARKER: DB = BENCH MARK DISK
 PY0439_SETTING: 66 = SET IN ROCK OUTCROP
 PY0439_SP_SET: SET IN ROCK OUTCROP
 PY0439_STAMPING: B 232 1960
 PY0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0439+STABILITY: POSITION/ELEVATION WELL
 PY0439
 PY0439  HISTORY     - Date     Condition        Report By
 PY0439  HISTORY     - 1960     MONUMENTED       CGS
 PY0439  HISTORY     - 1967     GOOD             NGS
 PY0439
 PY0439                          STATION DESCRIPTION
 PY0439
 PY0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0439'2.6 MI SW FROM BIG SPRINGS.
 PY0439'2.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0439'AT BIG SPRINGS, NEAR THE CENTER AND ON THE OUTSIDE OF A LONG CURVE, 83
 PY0439'FEET WEST-NORTHWEST AND ACROSS THE TRACK FROM THE FOURTH POLE
 PY0439'NORTHEAST OF MILEPOST 88, ON TOP OF A CUT BANK, IN TOP OF A 1-BY
 PY0439'3-FOOT OUTCROP WHICH IS FLUSH WITH THE GROUND, 14.5 FEET NORTHWEST OF
 PY0439'THE NORTHWEST RAIL, ABOUT 25 YARDS SOUTHWEST OF THE NORTHEAST END OF A
 PY0439'CUT, 244 FEET NORTHEAST OF A WHISTLE POST, 107 FEET SOUTHWEST OF THE
 PY0439'CENTER OF THE TRACK AT THE CENTER LINE OF A SECTION CAR SET-OFF, 2
 PY0439'FEET NORTH OF A SMALL ROCK CARIN, AND ABOUT 5 FEET HIGHER THAN THE
 PY0439'TRACK.
 PY0439
 PY0439                          STATION RECOVERY (1967)
 PY0439
 PY0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0087 ***********************************************************************
 QA0087  DESIGNATION -  B 233
 QA0087  PID         -  QA0087
 QA0087  STATE/COUNTY-  ID/CUSTER
 QA0087  USGS QUAD   -  BAYHORSE (1963)
 QA0087
 QA0087                         *CURRENT SURVEY CONTROL
 QA0087  ___________________________________________________________________
 QA0087* NAD 83(1986)-  44 29 17.     (N)    114 19 46.     (W)     SCALED    
 QA0087* NAVD 88     -      2021.925  (meters)    6633.60   (feet)  ADJUSTED  
 QA0087  ___________________________________________________________________
 QA0087  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 QA0087  DYNAMIC HT  -        2020.758 (meters)    6629.77  (feet)  COMP
 QA0087  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 QA0087
 QA0087  VERT ORDER  -  SECOND    CLASS 0
 QA0087
 QA0087.The horizontal coordinates were scaled from a topographic map and have
 QA0087.an estimated accuracy of +/- 6 seconds.
 QA0087
 QA0087.The orthometric height was determined by differential leveling
 QA0087.and adjusted by the National Geodetic Survey in June 1991..
 QA0087
 QA0087.The geoid height was determined by GEOID03.
 QA0087
 QA0087.The dynamic height is computed by dividing the NAVD 88
 QA0087.geopotential number by the normal gravity value computed on the
 QA0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0087.degrees latitude (g = 980.6199 gals.).
 QA0087
 QA0087.The modeled gravity was interpolated from observed gravity values.
 QA0087
 QA0087;                    North         East    Units  Estimated Accuracy
 QA0087;SPC ID C     -   313,480.      473,800.      MT  (+/- 180 meters Scaled)
 QA0087
 QA0087                          SUPERSEDED SURVEY CONTROL
 QA0087
 QA0087  NGVD 29 (??/??/92) 2020.630  (m)         6629.35   (f) ADJ UNCH    2 0
 QA0087
 QA0087.Superseded values are not recommended for survey control.
 QA0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0087.See file dsdata.txt to determine how the superseded data were derived.
 QA0087
 QA0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK123295(NAD 83)
 QA0087_MARKER: DB = BENCH MARK DISK
 QA0087_SETTING: 66 = SET IN ROCK OUTCROP
 QA0087_SP_SET: ROCK OUTCROP
 QA0087_STAMPING: B 233 1960
 QA0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0087+STABILITY: POSITION/ELEVATION WELL
 QA0087
 QA0087  HISTORY     - Date     Condition        Report By
 QA0087  HISTORY     - 1960     MONUMENTED       CGS
 QA0087
 QA0087                          STATION DESCRIPTION
 QA0087
 QA0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0087'5.9 MI W FROM CHALLIS.
 QA0087'5.9 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0087'AT CHALLIS, IN TOP OF A 4-BY 6-FOOT ROCK OUTCROP WHICH PROJECTS ABOUT
 QA0087'1 FOOT ABOVE THE GROUND, 25 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
 QA0087'THE ROAD, 2.9 FEET WEST OF A WITNESS POST, AND ABOUT 5 FEET HIGHER
 QA0087'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0160 ***********************************************************************
 QA0160  DESIGNATION -  B 234
 QA0160  PID         -  QA0160
 QA0160  STATE/COUNTY-  ID/CUSTER
 QA0160  USGS QUAD   -  CUSTER (1963)
 QA0160
 QA0160                         *CURRENT SURVEY CONTROL
 QA0160  ___________________________________________________________________
 QA0160* NAD 83(1986)-  44 25 00.     (N)    114 37 44.     (W)     SCALED    
 QA0160* NAVD 88     -      2072.189  (meters)    6798.51   (feet)  ADJUSTED  
 QA0160  ___________________________________________________________________
 QA0160  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 QA0160  DYNAMIC HT  -        2070.914 (meters)    6794.32  (feet)  COMP
 QA0160  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 QA0160
 QA0160  VERT ORDER  -  SECOND    CLASS 0
 QA0160
 QA0160.The horizontal coordinates were scaled from a topographic map and have
 QA0160.an estimated accuracy of +/- 6 seconds.
 QA0160
 QA0160.The orthometric height was determined by differential leveling
 QA0160.and adjusted by the National Geodetic Survey in June 1991..
 QA0160
 QA0160.The geoid height was determined by GEOID03.
 QA0160
 QA0160.The dynamic height is computed by dividing the NAVD 88
 QA0160.geopotential number by the normal gravity value computed on the
 QA0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0160.degrees latitude (g = 980.6199 gals.).
 QA0160
 QA0160.The modeled gravity was interpolated from observed gravity values.
 QA0160
 QA0160;                    North         East    Units  Estimated Accuracy
 QA0160;SPC ID C     -   305,680.      449,920.      MT  (+/- 180 meters Scaled)
 QA0160
 QA0160                          SUPERSEDED SURVEY CONTROL
 QA0160
 QA0160  NGVD 29 (??/??/92) 2070.832  (m)         6794.05   (f) ADJ UNCH    2 0
 QA0160
 QA0160.Superseded values are not recommended for survey control.
 QA0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0160.See file dsdata.txt to determine how the superseded data were derived.
 QA0160
 QA0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK887208(NAD 83)
 QA0160_MARKER: DB = BENCH MARK DISK
 QA0160_SETTING: 80 = SET IN A BOULDER
 QA0160_STAMPING: B 234 1960
 QA0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0160+STABILITY: SURFACE MOTION
 QA0160
 QA0160  HISTORY     - Date     Condition        Report By
 QA0160  HISTORY     - 1960     MONUMENTED       CGS
 QA0160
 QA0160                          STATION DESCRIPTION
 QA0160
 QA0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0160'14.75 MI NE FROM SUNBEAM.
 QA0160'14.75 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE
 QA0160'AND STORE AT SUNBEAM, 0.25 MILE EAST OF A STEEL CATTLEGUARD, ON THE
 QA0160'SOUTH SIDE OF A HIGH RIDGE, SET VERTICALLY IN THE SOUTH FACE OF A
 QA0160'LARGE GRANITE BOULDER WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE
 QA0160'GROUND, 28 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 10.4 FEET
 QA0160'NORTH OF A WITNESS POST, AND ABOUT 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0397 ***********************************************************************
 PY0397  DESIGNATION -  B 234 RESET
 PY0397  PID         -  PY0397
 PY0397  STATE/COUNTY-  ID/FREMONT
 PY0397  USGS QUAD   -  WARM RIVER (1965)
 PY0397
 PY0397                         *CURRENT SURVEY CONTROL
 PY0397  ___________________________________________________________________
 PY0397* NAD 83(1986)-  44 05 48.     (N)    111 20 25.     (W)     SCALED    
 PY0397* NAVD 88     -      1688.56   (+/-2cm)    5539.9    (feet)  VERTCON   
 PY0397  ___________________________________________________________________
 PY0397  GEOID HEIGHT-         -10.19  (meters)                     GEOID03
 PY0397
 PY0397  VERT ORDER  -  THIRD (See Below)
 PY0397
 PY0397.The horizontal coordinates were scaled from a topographic map and have
 PY0397.an estimated accuracy of +/- 6 seconds.
 PY0397
 PY0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY0397.The vertical order pertains to the NGVD 29 superseded value.
 PY0397
 PY0397.The geoid height was determined by GEOID03.
 PY0397
 PY0397;                    North         East    Units  Estimated Accuracy
 PY0397;SPC ID E     -   270,270.      266,170.      MT  (+/- 180 meters Scaled)
 PY0397
 PY0397                          SUPERSEDED SURVEY CONTROL
 PY0397
 PY0397  NGVD 29 (03/27/06) 1687.45   (m)         5536.2    (f) RESET       3  
 PY0397
 PY0397.Superseded values are not recommended for survey control.
 PY0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0397.See file dsdata.txt to determine how the superseded data were derived.
 PY0397
 PY0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP727826(NAD 83)
 PY0397_MARKER: DD = SURVEY DISK
 PY0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0397_SP_SET: MARKER POST
 PY0397_STAMPING: B 234 RESET 1954
 PY0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0397
 PY0397  HISTORY     - Date     Condition        Report By
 PY0397  HISTORY     - 1954     MONUMENTED       IDDT
 PY0397
 PY0397                          STATION DESCRIPTION
 PY0397
 PY0397'DESCRIBED BY ID DEPT OF TRANSP 1954
 PY0397'6.25 MI NE FROM ASHTON.
 PY0397'6.25 MILES EAST ALONG U. S. HIGHWAY 191 FROM THE EAST VILLAGE LIMITS
 PY0397'OF ASHTON, 0.9 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 48 LEADING
 PY0397'EAST TO CAVE FALLS, 60 FEET EAST OF AN 18 INCH METAL PIPE CROSS DRAIN,
 PY0397'29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT SURVEY STATION 328
 PY0397'+ 50, 1 FOOT WEST OF THE EAST-WEST RIGHT-OF-WAY FENCE LINE, SET IN THE
 PY0397'TOP OF A CONCRETE RIGHT-OF-WAY MARKER POST PROJECTING 4 INCHES ABOVE
 PY0397'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0491 ***********************************************************************
 PY0491  DESIGNATION -  B 235
 PY0491  PID         -  PY0491
 PY0491  STATE/COUNTY-  ID/FREMONT
 PY0491  USGS QUAD   -  LAST CHANCE (1964)
 PY0491
 PY0491                         *CURRENT SURVEY CONTROL
 PY0491  ___________________________________________________________________
 PY0491* NAD 83(1986)-  44 20 59.     (N)    111 25 25.     (W)     SCALED    
 PY0491* NAVD 88     -      1879.558  (meters)    6166.52   (feet)  ADJUSTED  
 PY0491  ___________________________________________________________________
 PY0491  GEOID HEIGHT-          -9.71  (meters)                     GEOID03
 PY0491  DYNAMIC HT  -        1878.518 (meters)    6163.10  (feet)  COMP
 PY0491  MODELED GRAV-     979,997.7   (mgal)                       NAVD 88
 PY0491
 PY0491  VERT ORDER  -  FIRST     CLASS II
 PY0491
 PY0491.The horizontal coordinates were scaled from a topographic map and have
 PY0491.an estimated accuracy of +/- 6 seconds.
 PY0491
 PY0491.The orthometric height was determined by differential leveling
 PY0491.and adjusted by the National Geodetic Survey in June 1991..
 PY0491
 PY0491.The geoid height was determined by GEOID03.
 PY0491
 PY0491.The dynamic height is computed by dividing the NAVD 88
 PY0491.geopotential number by the normal gravity value computed on the
 PY0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0491.degrees latitude (g = 980.6199 gals.).
 PY0491
 PY0491.The modeled gravity was interpolated from observed gravity values.
 PY0491
 PY0491;                    North         East    Units  Estimated Accuracy
 PY0491;SPC ID E     -   298,320.      259,240.      MT  (+/- 180 meters Scaled)
 PY0491
 PY0491                          SUPERSEDED SURVEY CONTROL
 PY0491
 PY0491  NGVD 29 (08/20/92) 1878.385  (m)         6162.67   (f) ADJUSTED    1 2
 PY0491
 PY0491.Superseded values are not recommended for survey control.
 PY0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0491.See file dsdata.txt to determine how the superseded data were derived.
 PY0491
 PY0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ662108(NAD 83)
 PY0491_MARKER: DD = SURVEY DISK
 PY0491_SETTING: 66 = SET IN ROCK OUTCROP
 PY0491_SP_SET: ROCK OUTCROP
 PY0491_STAMPING: B 235 1946
 PY0491_MARK LOGO: USE   
 PY0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0491+STABILITY: POSITION/ELEVATION WELL
 PY0491
 PY0491  HISTORY     - Date     Condition        Report By
 PY0491  HISTORY     - 1946     MONUMENTED       DOD
 PY0491  HISTORY     - 1983     GOOD             NGS
 PY0491
 PY0491                          STATION DESCRIPTION
 PY0491
 PY0491'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0491'29.9 MI N FROM ASHTON.
 PY0491'29.9 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0491'1.9 MILES NORTH OF A ROAD LEADING WEST TO OSBORNE BRIDGE, 1.2 MILES
 PY0491'NORTH OF A ROAD LEADING WEST, 21 FEET EAST OF AND LEVEL WITH THE
 PY0491'HIGHWAY, 4 FEET WEST OF A WHITE WOODEN WITNESS POST, AND IN A ROCK
 PY0491'OUTCROP.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED B
 PY0491'235 1946.
 PY0491
 PY0491                          STATION RECOVERY (1983)
 PY0491
 PY0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0491'RECOVERED IN GOOD CONDITION.
 PY0491'A NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY
 PY0491'47 FROM THE UNION PACIFIC RAILROAD IN ASHTON, THENCE 32.6 KM (20.25
 PY0491'MI) NOTHERLY ALONG U.S. HIGHWAY 20, THENCE 1.0 KM (0.6 MI) NORTH ALONG
 PY0491'A PAVED ROAD, IN THE CENTER OF THE EAST EDGE OF A 3 BY 3 FT EXPOSED
 PY0491'AREA OF OUTCROPPING BEDROCK, AND 4.7 METERS (15.4 FT) SOUTHEAST OF THE
 PY0491'CENTER OF THE ROAD.
 PY0491'THE MARK IS 1.2 METERS  W FROM A WITNESS POST.
 PY0491'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0245 ***********************************************************************
 RZ0245  DESIGNATION -  B 24
 RZ0245  PID         -  RZ0245
 RZ0245  STATE/COUNTY-  ID/NEZ PERCE
 RZ0245  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ0245
 RZ0245                         *CURRENT SURVEY CONTROL
 RZ0245  ___________________________________________________________________
 RZ0245* NAD 83(1986)-  46 21 50.     (N)    116 40 54.     (W)     SCALED    
 RZ0245* NAVD 88     -       595.871  (meters)    1954.95   (feet)  ADJUSTED  
 RZ0245  ___________________________________________________________________
 RZ0245  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 RZ0245  DYNAMIC HT  -         595.832 (meters)    1954.83  (feet)  COMP
 RZ0245  MODELED GRAV-     980,529.9   (mgal)                       NAVD 88
 RZ0245
 RZ0245  VERT ORDER  -  FIRST     CLASS II
 RZ0245
 RZ0245.The horizontal coordinates were scaled from a topographic map and have
 RZ0245.an estimated accuracy of +/- 6 seconds.
 RZ0245
 RZ0245.The orthometric height was determined by differential leveling
 RZ0245.and adjusted by the National Geodetic Survey in June 1991..
 RZ0245
 RZ0245.The geoid height was determined by GEOID03.
 RZ0245
 RZ0245.The dynamic height is computed by dividing the NAVD 88
 RZ0245.geopotential number by the normal gravity value computed on the
 RZ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0245.degrees latitude (g = 980.6199 gals.).
 RZ0245
 RZ0245.The modeled gravity was interpolated from observed gravity values.
 RZ0245
 RZ0245;                    North         East    Units  Estimated Accuracy
 RZ0245;SPC ID W     -   522,310.      728,310.      MT  (+/- 180 meters Scaled)
 RZ0245
 RZ0245                          SUPERSEDED SURVEY CONTROL
 RZ0245
 RZ0245  NGVD 29 (??/??/92)  594.841  (m)         1951.57   (f) ADJ UNCH    1 2
 RZ0245
 RZ0245.Superseded values are not recommended for survey control.
 RZ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0245.See file dsdata.txt to determine how the superseded data were derived.
 RZ0245
 RZ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM244345(NAD 83)
 RZ0245_MARKER: DB = BENCH MARK DISK
 RZ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0245_STAMPING: B 24 1933
 RZ0245_MARK LOGO: CGS   
 RZ0245_PROJECTION: PROJECTING 12 CENTIMETERS
 RZ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0245+STABILITY: SURFACE MOTION
 RZ0245
 RZ0245  HISTORY     - Date     Condition        Report By
 RZ0245  HISTORY     - 1933     MONUMENTED       CGS
 RZ0245  HISTORY     - 1965     GOOD             NGS
 RZ0245  HISTORY     - 1982     GOOD             NGS
 RZ0245  HISTORY     - 1982     GOOD             USGS
 RZ0245
 RZ0245                          STATION DESCRIPTION
 RZ0245
 RZ0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RZ0245'1.4 MI S FROM CULDESAC.
 RZ0245'1.4 MILES SOUTH ALONG A MACADAM ROAD, FORMERLY U.S. HIGHWAY 95, ON THE
 RZ0245'CULDESAC HILL FROM THE RAILROAD DEPOT AT CULDESAC, 300 FEET SOUTHWEST
 RZ0245'OF A ROCK CUT AT A GATE ON EITHER SIDE OF THE MACADAM ROAD, 54 FEET
 RZ0245'NORTHEAST OF THE NORTH END OF A CULVERT UNDER THE ROAD, 30 FEET
 RZ0245'NORTHWEST OF THE CENTER OF THE MACADAM, 7 FEET NORTHEAST OF THE NORTH
 RZ0245'END OF A GATE, 2 1/2 FEET SOUTHEAST OF THE FENCE AND 1 FOOT SOUTHWEST
 RZ0245'OF A METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 RZ0245'PROJECTS 8 INCHES.
 RZ0245
 RZ0245                          STATION RECOVERY (1982)
 RZ0245
 RZ0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0245'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 RZ0245'FOLLOWS.  1.9 KM (1.2 MI) SOUTH ALONG THE NORTH-SOUTH HIGHWAY FROM THE
 RZ0245'JUNCTION OF US HIGHWAY 95 IN CULDESAC, ON THE INSIDE CENTER OF A
 RZ0245'CURVE, 0.3 KM (0.2 MI) WEST OF A FARM HOUSE, 8.2 METERS (27 FT) NORTH
 RZ0245'OF THE HIGHWAY CENTERLINE, 16.5 METERS (54 FT) NORTHEAST OF THE NORTH
 RZ0245'END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 0.6 METER (2 FT)
 RZ0245'SOUTH OF THE RIGHT OF WAY FENCE.
 RZ0245'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RZ0245'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RZ0245
 RZ0245                          STATION RECOVERY (1982)
 RZ0245
 RZ0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RZ0245'OLD U.S. HIGHWAY 95, IS NOW A COUNTY ROAD. THE HIGHWAY 95 HAS BEEN
 RZ0245'RE-ROUTED TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0142 ***********************************************************************
 RZ0142  DESIGNATION -  B 25
 RZ0142  PID         -  RZ0142
 RZ0142  STATE/COUNTY-  ID/IDAHO
 RZ0142  USGS QUAD   -  COTTONWOOD (1981)
 RZ0142
 RZ0142                         *CURRENT SURVEY CONTROL
 RZ0142  ___________________________________________________________________
 RZ0142* NAD 83(1986)-  46 02 56.     (N)    116 20 59.     (W)     SCALED    
 RZ0142* NAVD 88     -      1068.263  (meters)    3504.79   (feet)  ADJUSTED  
 RZ0142  ___________________________________________________________________
 RZ0142  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 RZ0142  DYNAMIC HT  -        1068.073 (meters)    3504.17  (feet)  COMP
 RZ0142  MODELED GRAV-     980,400.0   (mgal)                       NAVD 88
 RZ0142
 RZ0142  VERT ORDER  -  FIRST     CLASS II
 RZ0142
 RZ0142.The horizontal coordinates were scaled from a topographic map and have
 RZ0142.an estimated accuracy of +/- 6 seconds.
 RZ0142
 RZ0142.The orthometric height was determined by differential leveling
 RZ0142.and adjusted by the National Geodetic Survey in June 1991..
 RZ0142
 RZ0142.The geoid height was determined by GEOID03.
 RZ0142
 RZ0142.The dynamic height is computed by dividing the NAVD 88
 RZ0142.geopotential number by the normal gravity value computed on the
 RZ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0142.degrees latitude (g = 980.6199 gals.).
 RZ0142
 RZ0142.The modeled gravity was interpolated from observed gravity values.
 RZ0142
 RZ0142;                    North         East    Units  Estimated Accuracy
 RZ0142;SPC ID W     -   487,050.      753,590.      MT  (+/- 180 meters Scaled)
 RZ0142
 RZ0142                          SUPERSEDED SURVEY CONTROL
 RZ0142
 RZ0142  NGVD 29 (??/??/92) 1067.200  (m)         3501.31   (f) ADJ UNCH    1 2
 RZ0142
 RZ0142.Superseded values are not recommended for survey control.
 RZ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0142.See file dsdata.txt to determine how the superseded data were derived.
 RZ0142
 RZ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL503996(NAD 83)
 RZ0142_MARKER: DB = BENCH MARK DISK
 RZ0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0142_SP_SET: BUILDING
 RZ0142_STAMPING: B 25 1933
 RZ0142_MARK LOGO: CGS   
 RZ0142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0142+STABILITY: POSITION/ELEVATION WELL
 RZ0142
 RZ0142  HISTORY     - Date     Condition        Report By
 RZ0142  HISTORY     - 1933     MONUMENTED       CGS
 RZ0142  HISTORY     - 1972     GOOD             NGS
 RZ0142  HISTORY     - 1982     GOOD             NGS
 RZ0142
 RZ0142                          STATION DESCRIPTION
 RZ0142
 RZ0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RZ0142'IN COTTONWOOD.
 RZ0142'THE MARK IS 1 BLOCK NORTH OF MAIN STREET, IN THE SOUTHEAST QUADRANT OF
 RZ0142'THE INTERSECTION OF KING AND FRONT STREETS IN COTTONWOOD, THE MARK IS
 RZ0142'SET VERTICALLY IN THE CONCRETE WALL OF THE BUILDING, 4 FEET ABOVE THE
 RZ0142'SIDEWALK AND 3 FEET SOUTH OF THE ENTRANCE TO THE BUILDING.  THE
 RZ0142'ENTRANCE TO THE BUILDING IS BUILT ACROSS THE NORTHWEST CORNER OF THE
 RZ0142'BUILDING AT A 45 DEGREE ANGLE TO THE WALLS, AND THE MARK IS IN THE
 RZ0142'WEST WALL OF THE BUILDING.
 RZ0142
 RZ0142                          STATION RECOVERY (1982)
 RZ0142
 RZ0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0142'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN COTTONWOOD,
 RZ0142'VERTICALLY IN THE NORTHWEST CORNER OF A CONCRETE BUILDING ON THE
 RZ0142'SOUTHEAST CORNER OF THE INTERSECTION OF FRONT STREET AND KING STREET,
 RZ0142'0.1 KM (0.05 MI) NORTH OF THE Y-JUNCTION OF MAIN STREET, 2.6 METERS
 RZ0142'(8.5 FT) EAST OF THE EAST CURB OF KING STREET, 1.2 METERS (4 FT) ABOVE
 RZ0142'THE SIDEWALK.
 RZ0142'THE MARK IS 1.2 M ABOVE KING STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0319 ***********************************************************************
 OH0319  DESIGNATION -  B 251
 OH0319  PID         -  OH0319
 OH0319  STATE/COUNTY-  ID/OWYHEE
 OH0319  USGS QUAD   -  JACKASS BUTTE (1992)
 OH0319
 OH0319                         *CURRENT SURVEY CONTROL
 OH0319  ___________________________________________________________________
 OH0319* NAD 83(1986)-  43 01 49.     (N)    116 11 51.     (W)     SCALED    
 OH0319* NAVD 88     -       735.156  (meters)    2411.92   (feet)  ADJUSTED  
 OH0319  ___________________________________________________________________
 OH0319  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 OH0319  DYNAMIC HT  -         734.860 (meters)    2410.95  (feet)  COMP
 OH0319  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 OH0319
 OH0319  VERT ORDER  -  SECOND    CLASS 0
 OH0319
 OH0319.The horizontal coordinates were scaled from a topographic map and have
 OH0319.an estimated accuracy of +/- 6 seconds.
 OH0319
 OH0319.The orthometric height was determined by differential leveling
 OH0319.and adjusted by the National Geodetic Survey in June 1991..
 OH0319
 OH0319.The geoid height was determined by GEOID03.
 OH0319
 OH0319.The dynamic height is computed by dividing the NAVD 88
 OH0319.geopotential number by the normal gravity value computed on the
 OH0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0319.degrees latitude (g = 980.6199 gals.).
 OH0319
 OH0319.The modeled gravity was interpolated from observed gravity values.
 OH0319
 OH0319;                    North         East    Units  Estimated Accuracy
 OH0319;SPC ID W     -   151,560.      763,530.      MT  (+/- 180 meters Scaled)
 OH0319
 OH0319                          SUPERSEDED SURVEY CONTROL
 OH0319
 OH0319  NGVD 29 (??/??/92)  734.293  (m)         2409.09   (f) ADJ UNCH    2 0
 OH0319
 OH0319.Superseded values are not recommended for survey control.
 OH0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0319.See file dsdata.txt to determine how the superseded data were derived.
 OH0319
 OH0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH653644(NAD 83)
 OH0319_MARKER: DB = BENCH MARK DISK
 OH0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0319_STAMPING: B 251 1961
 OH0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0319+STABILITY: SURFACE MOTION
 OH0319
 OH0319  HISTORY     - Date     Condition        Report By
 OH0319  HISTORY     - 1961     MONUMENTED       CGS
 OH0319
 OH0319                          STATION DESCRIPTION
 OH0319
 OH0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OH0319'6.2 MI NW FROM GRAND VIEW.
 OH0319'6.2 MILES NORTHWEST ALONG PAVED ROAD FROM THE GRAND VIEW JUNCTION TO
 OH0319'MURPHY, 143 FEET WEST OF CENTER OF GRAVELED ROAD, 39 FEET NORTH OF
 OH0319'CENTERLINE OF HIGHWAY, 6.5 FEET NORTHEAST OF TELEPHONE POLE NO. 6, 1.5
 OH0319'FEET NORTH OF A WITNESS POST, 2 FEET HIGHER THAN HIGHWAY, SET IN TOP
 OH0319'OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0045 ***********************************************************************
 RA0045  DESIGNATION -  B 26
 RA0045  PID         -  RA0045
 RA0045  STATE/COUNTY-  ID/IDAHO
 RA0045  USGS QUAD   -  SLATE CREEK (1995)
 RA0045
 RA0045                         *CURRENT SURVEY CONTROL
 RA0045  ___________________________________________________________________
 RA0045* NAD 83(1986)-  45 38 24.     (N)    116 16 50.     (W)     SCALED    
 RA0045* NAVD 88     -       476.518  (meters)    1563.38   (feet)  ADJUSTED  
 RA0045  ___________________________________________________________________
 RA0045  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 RA0045  DYNAMIC HT  -         476.443 (meters)    1563.13  (feet)  COMP
 RA0045  MODELED GRAV-     980,444.6   (mgal)                       NAVD 88
 RA0045
 RA0045  VERT ORDER  -  FIRST     CLASS II
 RA0045
 RA0045.The horizontal coordinates were scaled from a topographic map and have
 RA0045.an estimated accuracy of +/- 6 seconds.
 RA0045
 RA0045.The orthometric height was determined by differential leveling
 RA0045.and adjusted by the National Geodetic Survey in June 1991..
 RA0045
 RA0045.The geoid height was determined by GEOID03.
 RA0045
 RA0045.The dynamic height is computed by dividing the NAVD 88
 RA0045.geopotential number by the normal gravity value computed on the
 RA0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0045.degrees latitude (g = 980.6199 gals.).
 RA0045
 RA0045.The modeled gravity was interpolated from observed gravity values.
 RA0045
 RA0045;                    North         East    Units  Estimated Accuracy
 RA0045;SPC ID W     -   441,570.      758,640.      MT  (+/- 180 meters Scaled)
 RA0045
 RA0045                          SUPERSEDED SURVEY CONTROL
 RA0045
 RA0045  NGVD 29 (??/??/92)  475.460  (m)         1559.90   (f) ADJ UNCH    1 2
 RA0045
 RA0045.Superseded values are not recommended for survey control.
 RA0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0045.See file dsdata.txt to determine how the superseded data were derived.
 RA0045
 RA0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL560543(NAD 83)
 RA0045_MARKER: DB = BENCH MARK DISK
 RA0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0045_SP_SET: WING WALL
 RA0045_STAMPING: B 26 1933
 RA0045_MARK LOGO: CGS   
 RA0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0045
 RA0045  HISTORY     - Date     Condition        Report By
 RA0045  HISTORY     - 1933     MONUMENTED       CGS
 RA0045  HISTORY     - 1967     GOOD             NGS
 RA0045  HISTORY     - 1982     GOOD             NGS
 RA0045
 RA0045                          STATION DESCRIPTION
 RA0045
 RA0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0045'11.9 MI S FROM WHITE BIRD.
 RA0045'11.9 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE WHITE BIRD POST
 RA0045'OFFICE, AT THE SOUTHWEST CORNER OF THE STEEL BRIDGE OVER SLATE CREEK,
 RA0045'76 FEET NORTHWEST OF A ROAD TO THE STATE HIGHWAY MAINTENANCE SHEDS, 74
 RA0045'FEET WEST OF THE TEXACO SERVICE STATION AND STORE, 12.5 FEET SOUTHWEST
 RA0045'OF THE CENTER OF THE HIGHWAY AND 8 FEET NORTH OF A TELEPHONE POLE
 RA0045'CEMENTED IN A DRILL HOLE IN THE CONCRETE WING WALL AND LEVEL WITH THE
 RA0045'HIGHWAY.  THE LETTERS B M WERE PAINTED ON THE WING WALL WITH YELLOW
 RA0045'PAINT.
 RA0045
 RA0045                          STATION RECOVERY (1982)
 RA0045
 RA0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0045'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SLATE
 RA0045'CREEK, IN TOP OF AND 0.3 METER (1 FT) EAST OF THE WEST END OF THE
 RA0045'SOUTH CONCRETE ABUTMENT FOR THE OLD HIGHWAY BRIDGE OVER SLATE CREEK,
 RA0045'3.6 METERS (12 FT) WEST OF THE OLD HIGHWAY CENTERLINE.
 RA0045'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0375 ***********************************************************************
 NT0375  DESIGNATION -  B 262
 NT0375  PID         -  NT0375
 NT0375  STATE/COUNTY-  ID/FRANKLIN
 NT0375  USGS QUAD   -  BANIDA (1969)
 NT0375
 NT0375                         *CURRENT SURVEY CONTROL
 NT0375  ___________________________________________________________________
 NT0375* NAD 83(1986)-  42 12 33.     (N)    111 59 05.     (W)     SCALED    
 NT0375* NAVD 88     -      1450.113  (meters)    4757.58   (feet)  POSTED    
 NT0375  ___________________________________________________________________
 NT0375  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 NT0375  DYNAMIC HT  -        1449.140 (meters)    4754.39  (feet)  COMP
 NT0375  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 NT0375
 NT0375  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NT0375
 NT0375.The horizontal coordinates were scaled from a topographic map and have
 NT0375.an estimated accuracy of +/- 6 seconds.
 NT0375
 NT0375.The orthometric height was determined by differential leveling
 NT0375.and adjusted by the National Geodetic Survey in 1992..
 NT0375.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NT0375.rate of 1.1 thru 2.0 mm/km.
 NT0375
 NT0375.The geoid height was determined by GEOID03.
 NT0375
 NT0375.The dynamic height is computed by dividing the NAVD 88
 NT0375.geopotential number by the normal gravity value computed on the
 NT0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0375.degrees latitude (g = 980.6199 gals.).
 NT0375
 NT0375.The modeled gravity was interpolated from observed gravity values.
 NT0375
 NT0375;                    North         East    Units  Estimated Accuracy
 NT0375;SPC ID E     -    60,270.      215,020.      MT  (+/- 180 meters Scaled)
 NT0375
 NT0375                          SUPERSEDED SURVEY CONTROL
 NT0375
 NT0375.No superseded survey control is available for this station.
 NT0375
 NT0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM187734(NAD 83)
 NT0375_MARKER: DB = BENCH MARK DISK
 NT0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0375_SP_SET: SYPHON
 NT0375_STAMPING: B-262 1937
 NT0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0375
 NT0375  HISTORY     - Date     Condition        Report By
 NT0375  HISTORY     - 1937     MONUMENTED       CGS
 NT0375
 NT0375                          STATION DESCRIPTION
 NT0375
 NT0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 NT0375'1.3 MI S FROM COULAM.
 NT0375'1.3 MILES SOUTH OF, ALONG THE O.S.L.RR., FROM RR. STATION.  2 MILES
 NT0375'NORTH OF THE RAILWAY STATION AT CLIFTON.  MARK SET IN CENTER OF WEST
 NT0375'CONCRETE HEADWALL OF IRRIGATION SYPHON NO. 77.20.  6 POLES SOUTH OF
 NT0375'COULAM ONE MILE SIGN.  ABOUT 7 1/2 POLES NORTH OF MILE POLE NO. 77. 18
 NT0375'FEET WEST OF CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0758 ***********************************************************************
 NU0758  DESIGNATION -  B 263
 NU0758  PID         -  NU0758
 NU0758  STATE/COUNTY-  ID/POWER
 NU0758  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0758
 NU0758                         *CURRENT SURVEY CONTROL
 NU0758  ___________________________________________________________________
 NU0758* NAD 83(1986)-  42 45 19.     (N)    112 52 23.     (W)     SCALED    
 NU0758* NAVD 88     -      1351.013  (meters)    4432.45   (feet)  ADJUSTED  
 NU0758  ___________________________________________________________________
 NU0758  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 NU0758  DYNAMIC HT  -        1350.240 (meters)    4429.91  (feet)  COMP
 NU0758  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 NU0758
 NU0758  VERT ORDER  -  FIRST     CLASS II
 NU0758
 NU0758.The horizontal coordinates were scaled from a topographic map and have
 NU0758.an estimated accuracy of +/- 6 seconds.
 NU0758
 NU0758.The orthometric height was determined by differential leveling
 NU0758.and adjusted by the National Geodetic Survey in June 1991..
 NU0758
 NU0758.The geoid height was determined by GEOID03.
 NU0758
 NU0758.The dynamic height is computed by dividing the NAVD 88
 NU0758.geopotential number by the normal gravity value computed on the
 NU0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0758.degrees latitude (g = 980.6199 gals.).
 NU0758
 NU0758.The modeled gravity was interpolated from observed gravity values.
 NU0758
 NU0758;                    North         East    Units  Estimated Accuracy
 NU0758;SPC ID E     -   121,160.      142,180.      MT  (+/- 180 meters Scaled)
 NU0758
 NU0758                          SUPERSEDED SURVEY CONTROL
 NU0758
 NU0758  NGVD 29 (??/??/92) 1349.982  (m)         4429.07   (f) ADJ UNCH    1 2
 NU0758
 NU0758.Superseded values are not recommended for survey control.
 NU0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0758.See file dsdata.txt to determine how the superseded data were derived.
 NU0758
 NU0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN467353(NAD 83)
 NU0758_MARKER: DD = SURVEY DISK
 NU0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0758_STAMPING: B 263 1938
 NU0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0758+STABILITY: SURFACE MOTION
 NU0758
 NU0758  HISTORY     - Date     Condition        Report By
 NU0758  HISTORY     - 1938     MONUMENTED       IDPWD
 NU0758  HISTORY     - 1960     GOOD             NGS
 NU0758  HISTORY     - 1970     POOR             USGS
 NU0758  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0758
 NU0758                          STATION DESCRIPTION
 NU0758
 NU0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0758'1.5 MI SW FROM AMERICAN FALLS.
 NU0758'3.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0758'FROM THE AMERICAN FALLS OVERPASS, 504 FEET SOUTHEAST FROM THE CENTER
 NU0758'LINE OF THE EAST BOUND TRAFFIC LANE, 52 FEET SOUTHEAST FROM THE CENTER
 NU0758'LINE OF THE OLD HIGHWAY, 102 FEET SOUTHEAST FROM THE NEW RIGHT OF WAY
 NU0758'FENCE, 1.7 FEET NORTHWEST FROM A METAL WITNESS POST WITH SIGN, SET IN
 NU0758'THE TOP OF A PRECAST CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 NU0758'GROUND, AND 2 FEET HIGHER THAN THE OLD ROADBED.  NOTE-- THE CONCRETE
 NU0758'POST WITH TABLET WAS FOUND LEANING AND LOOSE IN THE GROUND. THE POST
 NU0758'IS NOW IN A CULTIVATED FIELD AND WAS DISTURBED DURING THE PLOWING
 NU0758'WORK.
 NU0758
 NU0758                          STATION RECOVERY (1970)
 NU0758
 NU0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NU0758'MARK RECOVERED IN POOR CONDITION.
 NU0758
 NU0758                          STATION RECOVERY (1983)
 NU0758
 NU0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0758'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0196 ***********************************************************************
 RA0196  DESIGNATION -  B 27
 RA0196  PID         -  RA0196
 RA0196  STATE/COUNTY-  ID/IDAHO
 RA0196  USGS QUAD   -  INDIAN MOUNTAIN (1963)
 RA0196
 RA0196                         *CURRENT SURVEY CONTROL
 RA0196  ___________________________________________________________________
 RA0196* NAD 83(1986)-  45 07 58.     (N)    116 17 04.     (W)     SCALED    
 RA0196* NAVD 88     -      1114.864  (meters)    3657.68   (feet)  ADJUSTED  
 RA0196  ___________________________________________________________________
 RA0196  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 RA0196  DYNAMIC HT  -        1114.461 (meters)    3656.36  (feet)  COMP
 RA0196  MODELED GRAV-     980,218.6   (mgal)                       NAVD 88
 RA0196
 RA0196  VERT ORDER  -  FIRST     CLASS II
 RA0196
 RA0196.The horizontal coordinates were scaled from a topographic map and have
 RA0196.an estimated accuracy of +/- 6 seconds.
 RA0196
 RA0196.The orthometric height was determined by differential leveling
 RA0196.and adjusted by the National Geodetic Survey in June 1991..
 RA0196
 RA0196.The geoid height was determined by GEOID03.
 RA0196
 RA0196.The dynamic height is computed by dividing the NAVD 88
 RA0196.geopotential number by the normal gravity value computed on the
 RA0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0196.degrees latitude (g = 980.6199 gals.).
 RA0196
 RA0196.The modeled gravity was interpolated from observed gravity values.
 RA0196
 RA0196;                    North         East    Units  Estimated Accuracy
 RA0196;SPC ID W     -   385,200.      757,960.      MT  (+/- 180 meters Scaled)
 RA0196
 RA0196                          SUPERSEDED SURVEY CONTROL
 RA0196
 RA0196.No superseded survey control is available for this station.
 RA0196
 RA0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK562979(NAD 83)
 RA0196_MARKER: DB = BENCH MARK DISK
 RA0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0196_SP_SET: MONUMENT
 RA0196_STAMPING: B 27 1933
 RA0196_MARK LOGO: CGS   
 RA0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0196
 RA0196  HISTORY     - Date     Condition        Report By
 RA0196  HISTORY     - 1933     MONUMENTED       CGS
 RA0196  HISTORY     - 1966     GOOD             NGS
 RA0196  HISTORY     - 1982     GOOD             NGS
 RA0196
 RA0196                          STATION DESCRIPTION
 RA0196
 RA0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RA0196'11.7 MI N FROM NEW MEADOWS.
 RA0196'11.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE NEW MEADOWS POST
 RA0196'OFFICE, 0.9 MILE NORTH OF THE STEEL BRIDGE OVER LITTLE SALMON RIVER AT
 RA0196'THE NORTH END OF A FILL, 112 FEET NORTH OF POWER POLE NO. 430, 110
 RA0196'FEET NORTHEAST AND ACROSS THE HIGHWAY FROM MILE POST NO. 177, 44 FEET
 RA0196'EAST OF THE CENTER OF THE OLD ROAD, 30 FEET EAST OF THE CENTER OF THE
 RA0196'HIGHWAY, 0.5 FOOT SOUTH OF A METAL WITNESS POST AND 1 FOOT BELOW THE
 RA0196'HIGHWAY SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 RA0196'INCHES.
 RA0196
 RA0196                          STATION RECOVERY (1982)
 RA0196
 RA0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0196'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  19.2 KM
 RA0196'(12.0 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 RA0196'55 IN NEW MEADOWS, AT THE SOUTH END OF A CURVE AND ACROSS THE HIGHWAY
 RA0196'FROM THE NORTH END OF A SOUTHBOUND PICNIC AREA ROAD, 0.25 KM (0.15 MI)
 RA0196'SOUTH OF MILEPOST 173, 8.8 METERS (29 FT) EAST OF THE HIGHWAY
 RA0196'CENTERLINE, 11.4 METERS (37.5 FT) SOUTHEAST OF THE EXTENDED CENTER OF
 RA0196'THE PICNIC AREA ROAD, 15.8 METERS (52 FT) WEST OF THE WEST BANK OF THE
 RA0196'LITTLE SALMON RIVER.
 RA0196'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RA0196'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0305 ***********************************************************************
 TO0305  DESIGNATION -  B 281
 TO0305  PID         -  TO0305
 TO0305  STATE/COUNTY-  ID/BONNER
 TO0305  USGS QUAD   -  SANDPOINT (1996)
 TO0305
 TO0305                         *CURRENT SURVEY CONTROL
 TO0305  ___________________________________________________________________
 TO0305* NAD 83(1986)-  48 17 16.     (N)    116 33 52.     (W)     SCALED    
 TO0305* NAVD 88     -       646.448  (meters)    2120.89   (feet)  ADJUSTED  
 TO0305  ___________________________________________________________________
 TO0305  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TO0305  DYNAMIC HT  -         646.496 (meters)    2121.05  (feet)  COMP
 TO0305  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 TO0305
 TO0305  VERT ORDER  -  FIRST     CLASS II
 TO0305
 TO0305.The horizontal coordinates were scaled from a topographic map and have
 TO0305.an estimated accuracy of +/- 6 seconds.
 TO0305
 TO0305.The orthometric height was determined by differential leveling
 TO0305.and adjusted by the National Geodetic Survey in June 1991..
 TO0305
 TO0305.The geoid height was determined by GEOID03.
 TO0305
 TO0305.The dynamic height is computed by dividing the NAVD 88
 TO0305.geopotential number by the normal gravity value computed on the
 TO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0305.degrees latitude (g = 980.6199 gals.).
 TO0305
 TO0305.The modeled gravity was interpolated from observed gravity values.
 TO0305
 TO0305;                    North         East    Units  Estimated Accuracy
 TO0305;SPC ID W     -   736,090.      739,570.      MT  (+/- 180 meters Scaled)
 TO0305
 TO0305                          SUPERSEDED SURVEY CONTROL
 TO0305
 TO0305  NGVD 29 (??/??/92)  645.257  (m)         2116.98   (f) ADJ UNCH    1 2
 TO0305
 TO0305.Superseded values are not recommended for survey control.
 TO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0305.See file dsdata.txt to determine how the superseded data were derived.
 TO0305
 TO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP323483(NAD 83)
 TO0305_MARKER: DB = BENCH MARK DISK
 TO0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0305_STAMPING: B 281 1942
 TO0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0305+STABILITY: SURFACE MOTION
 TO0305
 TO0305  HISTORY     - Date     Condition        Report By
 TO0305  HISTORY     - 1942     MONUMENTED       CGS
 TO0305
 TO0305                          STATION DESCRIPTION
 TO0305
 TO0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0305'1.26 MI NW FROM SANDPOINT.
 TO0305'1.26 MILES NORTHWEST OF THE SPOKANE-INTERNATIONAL RAILWAY DEPOT, ALONG
 TO0305'SECONDARY ROADS LEADING TO THE AIRPORT, AT THE SITE OF PROPOSED AIR
 TO0305'FIELD, 42 FEET NORTH OF ROAD CENTER, 2 FEET EAST OF THE NORTH-SOUTH
 TO0305'LINE FENCE.  WITNESS POST SET.  STAMPED B 281 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0205 ***********************************************************************
 TO0205  DESIGNATION -  B 282
 TO0205  PID         -  TO0205
 TO0205  STATE/COUNTY-  ID/BONNER
 TO0205  USGS QUAD   -  PRIEST RIVER (1996)
 TO0205
 TO0205                         *CURRENT SURVEY CONTROL
 TO0205  ___________________________________________________________________
 TO0205* NAD 83(1986)-  48 10 45.     (N)    116 58 15.     (W)     SCALED    
 TO0205* NAVD 88     -       633.783  (meters)    2079.34   (feet)  ADJUSTED  
 TO0205  ___________________________________________________________________
 TO0205  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TO0205  DYNAMIC HT  -         633.841 (meters)    2079.53  (feet)  COMP
 TO0205  MODELED GRAV-     980,682.4   (mgal)                       NAVD 88
 TO0205
 TO0205  VERT ORDER  -  FIRST     CLASS II
 TO0205
 TO0205.The horizontal coordinates were scaled from a topographic map and have
 TO0205.an estimated accuracy of +/- 6 seconds.
 TO0205
 TO0205.The orthometric height was determined by differential leveling
 TO0205.and adjusted by the National Geodetic Survey in June 1991..
 TO0205
 TO0205.The geoid height was determined by GEOID03.
 TO0205
 TO0205.The dynamic height is computed by dividing the NAVD 88
 TO0205.geopotential number by the normal gravity value computed on the
 TO0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0205.degrees latitude (g = 980.6199 gals.).
 TO0205
 TO0205.The modeled gravity was interpolated from observed gravity values.
 TO0205
 TO0205;                    North         East    Units  Estimated Accuracy
 TO0205;SPC ID W     -   724,410.      709,220.      MT  (+/- 180 meters Scaled)
 TO0205
 TO0205                          SUPERSEDED SURVEY CONTROL
 TO0205
 TO0205  NGVD 29 (??/??/92)  632.604  (m)         2075.47   (f) ADJ UNCH    1 2
 TO0205
 TO0205.Superseded values are not recommended for survey control.
 TO0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0205.See file dsdata.txt to determine how the superseded data were derived.
 TO0205
 TO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP021362(NAD 83)
 TO0205_MARKER: DB = BENCH MARK DISK
 TO0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0205_SP_SET: CONCRETE BASE
 TO0205_STAMPING: B 282 1942
 TO0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0205
 TO0205  HISTORY     - Date     Condition        Report By
 TO0205  HISTORY     - 1942     MONUMENTED       CGS
 TO0205
 TO0205                          STATION DESCRIPTION
 TO0205
 TO0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0205'3.1 MI W FROM PRIEST RIVER.
 TO0205'ALONG THE RAILROAD, FROM THE STATION AT PRIEST RIVER, 9 FEET NORTH OF
 TO0205'THE CENTER LINE OF TRACK, IN THE SOUTHEAST CORNER OF BLOCK SIGNAL 1427
 TO0205'+ 4.  STAMPED B 282 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0251 ***********************************************************************
 TO0251  DESIGNATION -  B 283
 TO0251  PID         -  TO0251
 TO0251  STATE/COUNTY-  ID/BONNER
 TO0251  USGS QUAD   -  PRIEST RIVER (1996)
 TO0251
 TO0251                         *CURRENT SURVEY CONTROL
 TO0251  ___________________________________________________________________
 TO0251* NAD 83(1986)-  48 12 48.     (N)    116 54 59.     (W)     SCALED    
 TO0251* NAVD 88     -       641.438  (meters)    2104.45   (feet)  ADJUSTED  
 TO0251  ___________________________________________________________________
 TO0251  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TO0251  DYNAMIC HT  -         641.496 (meters)    2104.64  (feet)  COMP
 TO0251  MODELED GRAV-     980,681.2   (mgal)                       NAVD 88
 TO0251
 TO0251  VERT ORDER  -  FIRST     CLASS II
 TO0251
 TO0251.The horizontal coordinates were scaled from a topographic map and have
 TO0251.an estimated accuracy of +/- 6 seconds.
 TO0251
 TO0251.The orthometric height was determined by differential leveling
 TO0251.and adjusted by the National Geodetic Survey in June 1991..
 TO0251
 TO0251.The geoid height was determined by GEOID03.
 TO0251
 TO0251.The dynamic height is computed by dividing the NAVD 88
 TO0251.geopotential number by the normal gravity value computed on the
 TO0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0251.degrees latitude (g = 980.6199 gals.).
 TO0251
 TO0251.The modeled gravity was interpolated from observed gravity values.
 TO0251
 TO0251;                    North         East    Units  Estimated Accuracy
 TO0251;SPC ID W     -   728,140.      713,320.      MT  (+/- 180 meters Scaled)
 TO0251
 TO0251                          SUPERSEDED SURVEY CONTROL
 TO0251
 TO0251  NGVD 29 (??/??/92)  640.255  (m)         2100.57   (f) ADJ UNCH    1 2
 TO0251
 TO0251.Superseded values are not recommended for survey control.
 TO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0251.See file dsdata.txt to determine how the superseded data were derived.
 TO0251
 TO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP062400(NAD 83)
 TO0251_MARKER: DB = BENCH MARK DISK
 TO0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0251_STAMPING: B 283 1942
 TO0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0251+STABILITY: SURFACE MOTION
 TO0251
 TO0251  HISTORY     - Date     Condition        Report By
 TO0251  HISTORY     - 1942     MONUMENTED       CGS
 TO0251  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0251  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0251
 TO0251                          STATION DESCRIPTION
 TO0251
 TO0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0251'2.8 MI N FROM PRIEST RIVER.
 TO0251'ABOUT 2.8 MILES NORTH OF PRIEST RIVER CITY HALL, BONNER COUNTY, ON
 TO0251'WEST BRANCH ROAD, OPPOSITE NORTHMOST ROAD TO GRAVEL PIT, 30 FEET EAST
 TO0251'CENTERLINE OF WEST BRANCH ROAD.  OUTSIDE FENCE CORNER.  WITNESS POST
 TO0251'SET.  NOTE-- RD CONSTR IN AREA.  STAMPED B 283 1942.
 TO0251
 TO0251                          STATION RECOVERY (1967)
 TO0251
 TO0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0251'MARK NOT FOUND.
 TO0251
 TO0251                          STATION RECOVERY (1980)
 TO0251
 TO0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0251'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0293 ***********************************************************************
 TO0293  DESIGNATION -  B 284
 TO0293  PID         -  TO0293
 TO0293  STATE/COUNTY-  ID/BONNER
 TO0293  USGS QUAD   -  PRATER MTN (1996)
 TO0293
 TO0293                         *CURRENT SURVEY CONTROL
 TO0293  ___________________________________________________________________
 TO0293* NAD 83(1986)-  48 16 34.     (N)    116 50 38.     (W)     SCALED    
 TO0293* NAVD 88     -       681.889  (meters)    2237.16   (feet)  ADJUSTED  
 TO0293  ___________________________________________________________________
 TO0293  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TO0293  DYNAMIC HT  -         681.914 (meters)    2237.25  (feet)  COMP
 TO0293  MODELED GRAV-     980,626.4   (mgal)                       NAVD 88
 TO0293
 TO0293  VERT ORDER  -  FIRST     CLASS II
 TO0293
 TO0293.The horizontal coordinates were scaled from a topographic map and have
 TO0293.an estimated accuracy of +/- 6 seconds.
 TO0293
 TO0293.The orthometric height was determined by differential leveling
 TO0293.and adjusted by the National Geodetic Survey in June 1991..
 TO0293
 TO0293.The geoid height was determined by GEOID03.
 TO0293
 TO0293.The dynamic height is computed by dividing the NAVD 88
 TO0293.geopotential number by the normal gravity value computed on the
 TO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0293.degrees latitude (g = 980.6199 gals.).
 TO0293
 TO0293.The modeled gravity was interpolated from observed gravity values.
 TO0293
 TO0293;                    North         East    Units  Estimated Accuracy
 TO0293;SPC ID W     -   735,050.      718,810.      MT  (+/- 180 meters Scaled)
 TO0293
 TO0293                          SUPERSEDED SURVEY CONTROL
 TO0293
 TO0293  NGVD 29 (??/??/92)  680.670  (m)         2233.16   (f) ADJ UNCH    1 2
 TO0293
 TO0293.Superseded values are not recommended for survey control.
 TO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0293.See file dsdata.txt to determine how the superseded data were derived.
 TO0293
 TO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP115470(NAD 83)
 TO0293_MARKER: DB = BENCH MARK DISK
 TO0293_SETTING: 66 = SET IN ROCK OUTCROP
 TO0293_SP_SET: ROCK OUTCROP
 TO0293_STAMPING: B 284 1942
 TO0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0293+STABILITY: POSITION/ELEVATION WELL
 TO0293
 TO0293  HISTORY     - Date     Condition        Report By
 TO0293  HISTORY     - 1942     MONUMENTED       CGS
 TO0293  HISTORY     - 1967     GOOD             USGS
 TO0293
 TO0293                          STATION DESCRIPTION
 TO0293
 TO0293'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO0293'7.8 MI N FROM COOLIN.
 TO0293'7.8 MILES NORTH OF PRIEST RIVER CITY HALL, FROM COOLIN P.O. GO 0.4
 TO0293'MILE SOUTH TO ROAD FORK OF THE EAST SHORE ROAD AND THE EAST BRANCH RD,
 TO0293'TAKE LEFT FORK AND TRAVEL SOUTH OF EAST BRANCH RD. FOR 10.7 MILES TO
 TO0293'ROAD FORK LEFT, TURN LEFT (EAST) AND GO 0.65 MILE TO ROAD FORK, TURN
 TO0293'TIGHT AND FOLLOW MAIN TRAVELED, GRAVEL ROAD FOR 2.55 MILES TO ROAD AND
 TO0293'CREEK CROSSING AND BM, 42 FEET NW OF ROAD AND CREEK CROSSING, 37 FEET
 TO0293'WEST OF ROAD CENTERLINE, 4.5 FEET BELOW ROAD LEVEL, CEMENTED IN THE
 TO0293'TOP OF ROCK OUTCROP, STAMPED B 284 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0354 ***********************************************************************
 SV0354  DESIGNATION -  B 286
 SV0354  PID         -  SV0354
 SV0354  STATE/COUNTY-  ID/KOOTENAI
 SV0354  USGS QUAD   -  SPIRIT LAKE EAST (1996)
 SV0354
 SV0354                         *CURRENT SURVEY CONTROL
 SV0354  ___________________________________________________________________
 SV0354* NAD 83(1986)-  47 52 57.     (N)    116 46 38.     (W)     SCALED    
 SV0354* NAVD 88     -       720.889  (meters)    2365.12   (feet)  ADJUSTED  
 SV0354  ___________________________________________________________________
 SV0354  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 SV0354  DYNAMIC HT  -         720.925 (meters)    2365.23  (feet)  COMP
 SV0354  MODELED GRAV-     980,639.6   (mgal)                       NAVD 88
 SV0354
 SV0354  VERT ORDER  -  FIRST     CLASS II
 SV0354
 SV0354.The horizontal coordinates were scaled from a topographic map and have
 SV0354.an estimated accuracy of +/- 6 seconds.
 SV0354
 SV0354.The orthometric height was determined by differential leveling
 SV0354.and adjusted by the National Geodetic Survey in June 1991..
 SV0354
 SV0354.The geoid height was determined by GEOID03.
 SV0354
 SV0354.The dynamic height is computed by dividing the NAVD 88
 SV0354.geopotential number by the normal gravity value computed on the
 SV0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0354.degrees latitude (g = 980.6199 gals.).
 SV0354
 SV0354.The modeled gravity was interpolated from observed gravity values.
 SV0354
 SV0354;                    North         East    Units  Estimated Accuracy
 SV0354;SPC ID W     -   691,210.      723,180.      MT  (+/- 180 meters Scaled)
 SV0354
 SV0354                          SUPERSEDED SURVEY CONTROL
 SV0354
 SV0354  NGVD 29 (??/??/92)  719.705  (m)         2361.23   (f) ADJ UNCH    1 2
 SV0354
 SV0354.Superseded values are not recommended for survey control.
 SV0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0354.See file dsdata.txt to determine how the superseded data were derived.
 SV0354
 SV0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP166032(NAD 83)
 SV0354_MARKER: DB = BENCH MARK DISK
 SV0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0354_STAMPING: B 286 1944
 SV0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0354+STABILITY: SURFACE MOTION
 SV0354
 SV0354  HISTORY     - Date     Condition        Report By
 SV0354  HISTORY     - 1944     MONUMENTED       CGS
 SV0354
 SV0354                          STATION DESCRIPTION
 SV0354
 SV0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SV0354'5.4 MI SW FROM ATHOL.
 SV0354'5.4 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0354'STATION AT ATHOL, SET BETWEEN THE TRACK AND THE ROAD PARALLING TRACK,
 SV0354'AT MILEPOST NO. 37, 87 FEET NORTHWEST OF THE NORTHWEST RAIL OF TRACK,
 SV0354'80 FEET NORTH OF MILEPOST NO. 37, 28 FEET SOUTHEAST OF CENTER-LINE OF
 SV0354'ROAD, 2 FEET SOUTHWEST OF REFERENCE POST, 4.5 FEET SOUTHEAST OF A
 SV0354'POINT IN LINE WITH THE NORTHWEST-MOST ROW OF POLES.  BENCH MARK DISK
 SV0354'SET IN TOP OF CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT
 SV0354'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0150 ***********************************************************************
 TO0150  DESIGNATION -  B 287
 TO0150  PID         -  TO0150
 TO0150  STATE/COUNTY-  ID/BONNER
 TO0150  USGS QUAD   -  ODEN BAY (1996)
 TO0150
 TO0150                         *CURRENT SURVEY CONTROL
 TO0150  ___________________________________________________________________
 TO0150* NAD 83(1986)-  48 18 08.     (N)    116 22 43.     (W)     SCALED    
 TO0150* NAVD 88     -       635.450  (meters)    2084.81   (feet)  ADJUSTED  
 TO0150  ___________________________________________________________________
 TO0150  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TO0150  DYNAMIC HT  -         635.495 (meters)    2084.95  (feet)  COMP
 TO0150  MODELED GRAV-     980,663.5   (mgal)                       NAVD 88
 TO0150
 TO0150  VERT ORDER  -  FIRST     CLASS II
 TO0150
 TO0150.The horizontal coordinates were scaled from a topographic map and have
 TO0150.an estimated accuracy of +/- 6 seconds.
 TO0150
 TO0150.The orthometric height was determined by differential leveling
 TO0150.and adjusted by the National Geodetic Survey in June 1991..
 TO0150
 TO0150.The geoid height was determined by GEOID03.
 TO0150
 TO0150.The dynamic height is computed by dividing the NAVD 88
 TO0150.geopotential number by the normal gravity value computed on the
 TO0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0150.degrees latitude (g = 980.6199 gals.).
 TO0150
 TO0150.The modeled gravity was interpolated from observed gravity values.
 TO0150
 TO0150;                    North         East    Units  Estimated Accuracy
 TO0150;SPC ID W     -   737,560.      753,370.      MT  (+/- 180 meters Scaled)
 TO0150
 TO0150                          SUPERSEDED SURVEY CONTROL
 TO0150
 TO0150  NGVD 29 (??/??/92)  634.270  (m)         2080.93   (f) ADJ UNCH    1 2
 TO0150
 TO0150.Superseded values are not recommended for survey control.
 TO0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0150.See file dsdata.txt to determine how the superseded data were derived.
 TO0150
 TO0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP460500(NAD 83)
 TO0150_MARKER: DB = BENCH MARK DISK
 TO0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0150_SP_SET: CONCRETE BASE
 TO0150_STAMPING: B 287 1944
 TO0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0150
 TO0150  HISTORY     - Date     Condition        Report By
 TO0150  HISTORY     - 1944     MONUMENTED       CGS
 TO0150
 TO0150                          STATION DESCRIPTION
 TO0150
 TO0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0150'5.0 MI NW FROM HOPE.
 TO0150'ABOUT 5.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TO0150'STATION AT HOPE, BONNER COUNTY, AT A LONG FILL, AT SEMAPHORE 1086, IN
 TO0150'THE CORNER OF THE CONCRETE BASE OF THE STEEL LADDER ON THE EAST SIDE
 TO0150'OF THE SEMAPHORE, 8.5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL
 TO0150'WITH THE GROUND.  A STANDARD DISK, STAMPED B 287 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0004 ***********************************************************************
 TO0004  DESIGNATION -  B 288
 TO0004  PID         -  TO0004
 TO0004  STATE/COUNTY-  ID/BOUNDARY
 TO0004  USGS QUAD   -  NAPLES (1996)
 TO0004
 TO0004                         *CURRENT SURVEY CONTROL
 TO0004  ___________________________________________________________________
 TO0004* NAD 83(1986)-  48 32 08.     (N)    116 24 07.     (W)     SCALED    
 TO0004* NAVD 88     -       652.158  (meters)    2139.62   (feet)  ADJUSTED  
 TO0004  ___________________________________________________________________
 TO0004  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TO0004  DYNAMIC HT  -         652.209 (meters)    2139.79  (feet)  COMP
 TO0004  MODELED GRAV-     980,668.6   (mgal)                       NAVD 88
 TO0004
 TO0004  VERT ORDER  -  FIRST     CLASS II
 TO0004
 TO0004.The horizontal coordinates were scaled from a topographic map and have
 TO0004.an estimated accuracy of +/- 6 seconds.
 TO0004
 TO0004.The orthometric height was determined by differential leveling
 TO0004.and adjusted by the National Geodetic Survey in June 1991..
 TO0004
 TO0004.The geoid height was determined by GEOID03.
 TO0004
 TO0004.The dynamic height is computed by dividing the NAVD 88
 TO0004.geopotential number by the normal gravity value computed on the
 TO0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0004.degrees latitude (g = 980.6199 gals.).
 TO0004
 TO0004.The modeled gravity was interpolated from observed gravity values.
 TO0004
 TO0004;                    North         East    Units  Estimated Accuracy
 TO0004;SPC ID W     -   763,520.      751,860.      MT  (+/- 180 meters Scaled)
 TO0004
 TO0004                          SUPERSEDED SURVEY CONTROL
 TO0004
 TO0004  NGVD 29 (??/??/92)  650.967  (m)         2135.71   (f) ADJ UNCH    1 2
 TO0004
 TO0004.Superseded values are not recommended for survey control.
 TO0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0004.See file dsdata.txt to determine how the superseded data were derived.
 TO0004
 TO0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP441760(NAD 83)
 TO0004_MARKER: DB = BENCH MARK DISK
 TO0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0004_STAMPING: B 288 1944
 TO0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0004+STABILITY: SURFACE MOTION
 TO0004
 TO0004  HISTORY     - Date     Condition        Report By
 TO0004  HISTORY     - 1944     MONUMENTED       CGS
 TO0004  HISTORY     - 1964     MARK NOT FOUND   USGS
 TO0004
 TO0004                          STATION DESCRIPTION
 TO0004
 TO0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0004'2.6 MI S FROM NAPLES.
 TO0004'2.6 MILES SOUTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 TO0004'STATION AT NAPLES, SET AT MILEPOST NO. 95, 36 FEET EAST OF THE FENCE,
 TO0004'11.9 FEET NORTHEAST OF MILEPOST NO. 95, 10.1 FEET WEST OF WEST RAIL OF
 TO0004'TRACK, 2 FEET NORTH OF REFERENCE POST.  IRON BENCH MARK DISK SET IN
 TO0004'TOP OF A PRECAST CONCRETE POST.  NOTE-- UNION PACIFIC RAILROAD
 TO0004'(FORMERLY SPOKANE INTERNATIONAL RAILROAD) RIGHT-OF-WAY HAD BEEN
 TO0004'EXTENDED OUT FROM THE TRACKS BY BULLDOZER.
 TO0004
 TO0004                          STATION RECOVERY (1964)
 TO0004
 TO0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0103 ***********************************************************************
 PZ0103  DESIGNATION -  B 289
 PZ0103  PID         -  PZ0103
 PZ0103  STATE/COUNTY-  ID/CLARK
 PZ0103  USGS QUAD   -  DUBOIS NW (1964)
 PZ0103
 PZ0103                         *CURRENT SURVEY CONTROL
 PZ0103  ___________________________________________________________________
 PZ0103* NAD 83(1992)-  44 10 05.12029(N)    112 13 26.84029(W)     ADJUSTED  
 PZ0103* NAVD 88     -      1562.310  (meters)    5125.68   (feet)  ADJUSTED  
 PZ0103  ___________________________________________________________________
 PZ0103  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 PZ0103  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 PZ0103  DYNAMIC HT  -        1561.539 (meters)    5123.15  (feet)  COMP
 PZ0103  MODELED GRAV-     980,069.9   (mgal)                       NAVD 88
 PZ0103
 PZ0103  HORZ ORDER  -  SECOND
 PZ0103  VERT ORDER  -  FIRST     CLASS II
 PZ0103
 PZ0103.The horizontal coordinates were established by classical geodetic methods
 PZ0103.and adjusted by the National Geodetic Survey in July 1992..
 PZ0103
 PZ0103.The orthometric height was determined by differential leveling
 PZ0103.and adjusted by the National Geodetic Survey in June 1991..
 PZ0103
 PZ0103.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0103
 PZ0103.The geoid height was determined by GEOID03.
 PZ0103
 PZ0103.The dynamic height is computed by dividing the NAVD 88
 PZ0103.geopotential number by the normal gravity value computed on the
 PZ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0103.degrees latitude (g = 980.6199 gals.).
 PZ0103
 PZ0103.The modeled gravity was interpolated from observed gravity values.
 PZ0103
 PZ0103;                    North         East     Units Scale Factor Converg.
 PZ0103;SPC ID E     -   277,872.838   195,404.974   MT  0.99994763   -0 02 24.1
 PZ0103;UTM  12      - 4,891,270.877   402,134.356   MT  0.99971779   -0 51 10.8
 PZ0103
 PZ0103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0103!SPC ID E     -   0.99975679  x   0.99994763  =   0.99970444
 PZ0103!UTM  12      -   0.99975679  x   0.99971779  =   0.99947465
 PZ0103
 PZ0103                          SUPERSEDED SURVEY CONTROL
 PZ0103
 PZ0103  NAD 83(1986)-  44 10 05.11677(N)    112 13 26.82818(W) AD(       ) 2
 PZ0103  NAD 27      -  44 10 05.44430(N)    112 13 23.87990(W) AD(       ) 2
 PZ0103  NGVD 29 (??/??/92) 1561.177  (m)         5121.96   (f) ADJ UNCH    1 2
 PZ0103
 PZ0103.Superseded values are not recommended for survey control.
 PZ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0103.See file dsdata.txt to determine how the superseded data were derived.
 PZ0103
 PZ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0213491271(NAD 83)
 PZ0103_MARKER: DB = BENCH MARK DISK
 PZ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0103_STAMPING: B 289 1945
 PZ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0103+STABILITY: SURFACE MOTION
 PZ0103
 PZ0103  HISTORY     - Date     Condition        Report By
 PZ0103  HISTORY     - 1959     MONUMENTED       CGS
 PZ0103  HISTORY     - 1967     GOOD             NGS
 PZ0103
 PZ0103                          STATION DESCRIPTION
 PZ0103
 PZ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 PZ0103'TO REACH STATION FLY FROM THE POST OFFICE IN DUBOIS, DRIVE
 PZ0103'EAST AND SOUTH ON U.S. HIGHWAY 91 FOR 0.5 MILE TO A SIDE ROAD ON
 PZ0103'THE LEFT.  TURN LEFT, CROSS OVER THE RAILROAD TRACKS AND DRIVE
 PZ0103'EAST FOR 0.15 MILE TO THE AIRPORT BEACON AND STATION FLY ON THE
 PZ0103'RIGHT.
 PZ0103'
 PZ0103'STATION MARK IS
 PZ0103'STAMPED B 289 1945, IS A STANDARD DISK SET IN THE TOP OF A
 PZ0103'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 PZ0103'GROUND.  IT IS 22.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 PZ0103'THE DUBOIS FAA ADMINISTRATION BUILDING.
 PZ0103
 PZ0103                          STATION RECOVERY (1967)
 PZ0103
 PZ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0103'IN DUBOIS.
 PZ0103'AT DUBOIS AIRPORT, 30.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PZ0103'FEDERAL AVIATION AGENCY WEATHER BUREAU STATION OFFICE, 304.67 FEET
 PZ0103'SOUTH OF FLY TRIANGULATION STATION, 51 FEET SOUTHEAST OF THE EXTENDED
 PZ0103'CENTER LINE OF EAST MAIN STREET ENTRANCE, 46 FEET NORTHEAST OF A POWER
 PZ0103'POLE SUPPORTING A LIGHT, 8.6 FEET EAST OF THE EAST END OF A SIDEWALK
 PZ0103'ALONG THE SOUTH SIDE OF THE BUILDING, AND SET IN THE TOP OF A CONCRETE
 PZ0103'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0343 ***********************************************************************
 QB0343  DESIGNATION -  B 29
 QB0343  PID         -  QB0343
 QB0343  STATE/COUNTY-  ID/WASHINGTON
 QB0343  USGS QUAD   -  WEISER NORTH (1987)
 QB0343
 QB0343                         *CURRENT SURVEY CONTROL
 QB0343  ___________________________________________________________________
 QB0343* NAD 83(1986)-  44 18 31.     (N)    116 55 23.     (W)     SCALED    
 QB0343* NAVD 88     -       704.273  (meters)    2310.60   (feet)  ADJUSTED  
 QB0343  ___________________________________________________________________
 QB0343  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 QB0343  DYNAMIC HT  -         704.085 (meters)    2309.99  (feet)  COMP
 QB0343  MODELED GRAV-     980,328.2   (mgal)                       NAVD 88
 QB0343
 QB0343  VERT ORDER  -  FIRST     CLASS II
 QB0343
 QB0343.The horizontal coordinates were scaled from a topographic map and have
 QB0343.an estimated accuracy of +/- 6 seconds.
 QB0343
 QB0343.The orthometric height was determined by differential leveling
 QB0343.and adjusted by the National Geodetic Survey in June 1991..
 QB0343.WARNING-Repeat measurements at this control monument indicate possible
 QB0343.vertical movement.
 QB0343
 QB0343.The geoid height was determined by GEOID03.
 QB0343
 QB0343.The dynamic height is computed by dividing the NAVD 88
 QB0343.geopotential number by the normal gravity value computed on the
 QB0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0343.degrees latitude (g = 980.6199 gals.).
 QB0343
 QB0343.The modeled gravity was interpolated from observed gravity values.
 QB0343
 QB0343;                    North         East    Units  Estimated Accuracy
 QB0343;SPC ID W     -   294,150.      706,410.      MT  (+/- 180 meters Scaled)
 QB0343
 QB0343                          SUPERSEDED SURVEY CONTROL
 QB0343
 QB0343  NGVD 29 (??/??/92)  703.307  (m)         2307.43   (f) ADJ UNCH    1 2
 QB0343
 QB0343.Superseded values are not recommended for survey control.
 QB0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0343.See file dsdata.txt to determine how the superseded data were derived.
 QB0343
 QB0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK061061(NAD 83)
 QB0343_MARKER: DB = BENCH MARK DISK
 QB0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0343_SP_SET: CONCRETE POST
 QB0343_STAMPING: B 29 1933
 QB0343_MARK LOGO: CGS   
 QB0343_PROJECTION: PROJECTING 12 CENTIMETERS
 QB0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0343+STABILITY: SURFACE MOTION
 QB0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB0343+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 QB0343
 QB0343  HISTORY     - Date     Condition        Report By
 QB0343  HISTORY     - 1933     MONUMENTED       CGS
 QB0343  HISTORY     - 1965     GOOD             NGS
 QB0343  HISTORY     - 1983     GOOD             NGS
 QB0343  HISTORY     - 19900213 GOOD             NGS
 QB0343
 QB0343                          STATION DESCRIPTION
 QB0343
 QB0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QB0343'5.1 MI NE FROM WEISER.
 QB0343'5.1 MILES NORTHEAST ALONG U.S. HIGHWAY 95 FROM THE WEISER POST OFFICE,
 QB0343'59 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 58 FEET
 QB0343'NORTHEAST AND ACROSS THE HIGHWAY FROM I. B. CARRS MAIL BOX, 38 FEET
 QB0343'SOUTH OF THE CENTER OF THE DRIVEWAY, 37 FEET NORTH OF THE WALK TO THE
 QB0343'HOUSE AND 30 FEET EAST OF THE CENTER OF THE HIGHWAY SET IN A 10-INCH
 QB0343'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 QB0343
 QB0343                          STATION RECOVERY (1983)
 QB0343
 QB0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0343'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 QB0343'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 QB0343'(0.1 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN WEISER, THENCE
 QB0343'8.6 KM (5.4 MI) NORTHEAST ALONG US HIGHWAY 95, 0.15 KM (0.1 MI) SOUTH
 QB0343'OF THE Y-JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, IN THE FRONT YARD
 QB0343'OF A TAN STUCCO HOUSE, 11 METERS (36 FT) EAST OF THE CENTERLINE OF THE
 QB0343'HIGHWAY, 17.7 METERS (58 FT) WEST OF THE NORTHWEST CORNER OF THE
 QB0343'HOUSE, 11.3 METERS (37 FT) NORTH OF THE CENTER OF THE SIDEWALK,
 QB0343'11 METERS (36 FT) SOUTH OF THE CENTER OF THE DRIVEWAY.
 QB0343
 QB0343                          STATION RECOVERY (1990)
 QB0343
 QB0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QB0343'FROM THE POST OFFICE IN WEISER GO EAST ON MAIN STREET FOR 0.15 KM
 QB0343'(0.09 MI) TO THE JUNCTION OF U.S. HIGHWAY 95.  TURN LEFT AND GO
 QB0343'NORTHEAST ON U.S. HIGHWAY 95 FOR 3.05 KM (1.90 MI) TO THE JUNCTION
 QB0343'OF INDIAN HEAD ROAD AND THE WEISER TRUCK BYPASS, CONTINUE AHEAD ON
 QB0343'U.S. HIGHWAY 95 FOR 6.36 KM (3.95 MI) TO A BRIDGE AND A CROSSROADS
 QB0343'(DEVILS ELBOW GOES LEFT AND CARR RD GOES RIGHT) TURN LEFT AND GO
 QB0343'WESTERLY ON DEVILS ELBOW ROAD (OLD U.S. HIGHWAY 95) FOR 0.80 KM
 QB0343'(0.50 MI) TO A SIDE ROAD LEFT (GRUNKE LN), TURN LEFT AND GO SOUTHERLY
 QB0343'ON GRUNKE LN FOR 0.14 KM (0.09 MI) TO THE MARK ON THE LEFT AT A TAN
 QB0343'STUCCO HOUSE.  LOCATED 11.0 M (36.1 FT) EAST OF THE CENTER OF GRUNKE
 QB0343'LN, 17.7 M (58.1 FT) WEST OF THE NORTHWEST CORNER OF THE HOUSE, 11.3
 QB0343'M (37.1 FT) NORTH OF THE CENTER OF A SIDEWALK AND 11.0 SOUTH OF THE
 QB0343'CENTER OF THE DRIVEWAY, PROJECTING 12 CM AND 0.2 M (0.7 FT) BELOW THE
 QB0343'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0047 ***********************************************************************
 OH0047  DESIGNATION -  B 290
 OH0047  PID         -  OH0047
 OH0047  STATE/COUNTY-  ID/ADA
 OH0047  USGS QUAD   -  BOISE SOUTH (1976)
 OH0047
 OH0047                         *CURRENT SURVEY CONTROL
 OH0047  ___________________________________________________________________
 OH0047* NAD 83(1986)-  43 33 27.     (N)    116 14 58.     (W)     SCALED    
 OH0047* NAVD 88     -       853.836  (meters)    2801.29   (feet)  ADJUSTED  
 OH0047  ___________________________________________________________________
 OH0047  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 OH0047  DYNAMIC HT  -         853.501 (meters)    2800.19  (feet)  COMP
 OH0047  MODELED GRAV-     980,199.1   (mgal)                       NAVD 88
 OH0047
 OH0047  VERT ORDER  -  SECOND    CLASS 0
 OH0047
 OH0047.This mark is at Boise Air Terminal (GOWEN FLD) Airport (BOI)
 OH0047
 OH0047.The horizontal coordinates were scaled from a topographic map and have
 OH0047.an estimated accuracy of +/- 6 seconds.
 OH0047
 OH0047.The orthometric height was determined by differential leveling
 OH0047.and adjusted by the National Geodetic Survey in June 1991..
 OH0047
 OH0047.The geoid height was determined by GEOID03.
 OH0047
 OH0047.The dynamic height is computed by dividing the NAVD 88
 OH0047.geopotential number by the normal gravity value computed on the
 OH0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0047.degrees latitude (g = 980.6199 gals.).
 OH0047
 OH0047.The modeled gravity was interpolated from observed gravity values.
 OH0047
 OH0047;                    North         East    Units  Estimated Accuracy
 OH0047;SPC ID W     -   210,150.      759,650.      MT  (+/- 180 meters Scaled)
 OH0047
 OH0047                          SUPERSEDED SURVEY CONTROL
 OH0047
 OH0047  NGVD 29 (??/??/92)  852.873  (m)         2798.13   (f) ADJ UNCH    2 0
 OH0047
 OH0047.Superseded values are not recommended for survey control.
 OH0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0047.See file dsdata.txt to determine how the superseded data were derived.
 OH0047
 OH0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ606230(NAD 83)
 OH0047_MARKER: DB = BENCH MARK DISK
 OH0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0047_SP_SET: CURBING
 OH0047_STAMPING: B 290 1945
 OH0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0047
 OH0047  HISTORY     - Date     Condition        Report By
 OH0047  HISTORY     - 1945     MONUMENTED       CGS
 OH0047  HISTORY     - 1950     GOOD             NGS
 OH0047  HISTORY     - 1956     GOOD             NGS
 OH0047  HISTORY     - 1983     GOOD             NGS
 OH0047  HISTORY     - 20000920 GOOD             ORBITE
 OH0047  HISTORY     - 20050310 MARK NOT FOUND   ID0160
 OH0047
 OH0047                          STATION DESCRIPTION
 OH0047
 OH0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OH0047'IN BOISE AIR TERMINAL.
 OH0047'AT THE BOISE AIR TERMINAL, 0.5 MILE SOUTH ALONG FIFTH AVENUE FROM THE
 OH0047'CONTROL TOWER, THENCE 0.9 MILE WEST ALONG THE AIRPORT HIGHWAY, AT THE
 OH0047'FORMER MAIN GATE TO GOWEN FIELD, ABOUT 190 YARDS EAST OF THE EAST EDGE
 OH0047'OF A BRIDGE OVER AN IRRIGATION CANAL, 22 1/2 FEET NORTH OF THE CENTER
 OH0047'LINE OF THE ROAD, 1.0 FOOT EAST OF THE NORTHEAST CORNER OF THE NORTH
 OH0047'ONE OF TWO ROCK PILLARS WHICH PROJECT 14 FEET ABOVE THE GROUND, IN THE
 OH0047'TOP OF THE NORTH CONCRETE CURBING OF THE ISLAND AROUND THE PILLARS.
 OH0047
 OH0047                          STATION RECOVERY (1956)
 OH0047
 OH0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 OH0047'RECOVERED IN GOOD CONDITION.
 OH0047
 OH0047                          STATION RECOVERY (1983)
 OH0047
 OH0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0047'RECOVERED IN GOOD CONDITION.
 OH0047
 OH0047                          STATION RECOVERY (2000)
 OH0047
 OH0047'RECOVERY NOTE BY ORBITECH INC 2000 (SHG)
 OH0047'THE ROCK PILLARS STILL EXIST AND MAY CAUSE THIS STATION TO BE A POOR
 OH0047'CANDIDATE FOR GPS OBSERVATIONS.
 OH0047
 OH0047                          STATION RECOVERY (2005)
 OH0047
 OH0047'RECOVERY NOTE BY CITY OF BOISE IDAHO 2005 (GJW)
 OH0047'B290, SET NEXT TO STONE GATE WAS NOT FOUND.  THE STONE GATE WAS MOVED
 OH0047'AND THE MARK WAS DESTROYED AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0065 ***********************************************************************
 QZ0065  DESIGNATION -  B 291
 QZ0065  PID         -  QZ0065
 QZ0065  STATE/COUNTY-  ID/LEMHI
 QZ0065  USGS QUAD   -  SHOUP (1991)
 QZ0065
 QZ0065                         *CURRENT SURVEY CONTROL
 QZ0065  ___________________________________________________________________
 QZ0065* NAD 83(1986)-  45 22 33.     (N)    114 16 37.     (W)     SCALED    
 QZ0065* NAVD 88     -      1032.612  (meters)    3387.83   (feet)  ADJUSTED  
 QZ0065  ___________________________________________________________________
 QZ0065  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 QZ0065  DYNAMIC HT  -        1032.230 (meters)    3386.57  (feet)  COMP
 QZ0065  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 QZ0065
 QZ0065  VERT ORDER  -  SECOND    CLASS 0
 QZ0065
 QZ0065.The horizontal coordinates were scaled from a topographic map and have
 QZ0065.an estimated accuracy of +/- 6 seconds.
 QZ0065
 QZ0065.The orthometric height was determined by differential leveling
 QZ0065.and adjusted by the National Geodetic Survey in June 1991..
 QZ0065
 QZ0065.The geoid height was determined by GEOID03.
 QZ0065
 QZ0065.The dynamic height is computed by dividing the NAVD 88
 QZ0065.geopotential number by the normal gravity value computed on the
 QZ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0065.degrees latitude (g = 980.6199 gals.).
 QZ0065
 QZ0065.The modeled gravity was interpolated from observed gravity values.
 QZ0065
 QZ0065;                    North         East    Units  Estimated Accuracy
 QZ0065;SPC ID C     -   412,120.      478,310.      MT  (+/- 180 meters Scaled)
 QZ0065
 QZ0065                          SUPERSEDED SURVEY CONTROL
 QZ0065
 QZ0065  NGVD 29 (??/??/92) 1031.455  (m)         3384.03   (f) ADJ UNCH    2 0
 QZ0065
 QZ0065.Superseded values are not recommended for survey control.
 QZ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0065.See file dsdata.txt to determine how the superseded data were derived.
 QZ0065
 QZ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL132283(NAD 83)
 QZ0065_MARKER: DB = BENCH MARK DISK
 QZ0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0065_SP_SET: STEP
 QZ0065_STAMPING: B 291 1945
 QZ0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0065
 QZ0065  HISTORY     - Date     Condition        Report By
 QZ0065  HISTORY     - 1945     MONUMENTED       CGS
 QZ0065
 QZ0065                          STATION DESCRIPTION
 QZ0065
 QZ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0065'IN SHOUP.
 QZ0065'AT SHOUP, ABOUT 80 FEET NORTH OF THE POST OFFICE, SET IN THE NORTH
 QZ0065'CORNER OF THE TOP CONCRETE STEP OF THE SCHOOL BUILDING, 1.2 FEET ABOVE
 QZ0065'GROUND LEVEL, 0.5 FOOT SOUTHEAST OF THE NORTHEAST FACING OF THE MAIN
 QZ0065'ENTRANCE.  BRONZE BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0096 ***********************************************************************
 QZ0096  DESIGNATION -  B 292
 QZ0096  PID         -  QZ0096
 QZ0096  STATE/COUNTY-  ID/LEMHI
 QZ0096  USGS QUAD   -  BUTTS CREEK POINT (1962)
 QZ0096
 QZ0096                         *CURRENT SURVEY CONTROL
 QZ0096  ___________________________________________________________________
 QZ0096* NAD 83(1986)-  45 20 08.     (N)    114 39 32.     (W)     SCALED    
 QZ0096* NAVD 88     -       908.316  (meters)    2980.03   (feet)  ADJUSTED  
 QZ0096  ___________________________________________________________________
 QZ0096  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 QZ0096  DYNAMIC HT  -         907.970 (meters)    2978.90  (feet)  COMP
 QZ0096  MODELED GRAV-     980,207.9   (mgal)                       NAVD 88
 QZ0096
 QZ0096  VERT ORDER  -  SECOND    CLASS 0
 QZ0096
 QZ0096.The horizontal coordinates were scaled from a topographic map and have
 QZ0096.an estimated accuracy of +/- 6 seconds.
 QZ0096
 QZ0096.The orthometric height was determined by differential leveling
 QZ0096.and adjusted by the National Geodetic Survey in June 1991..
 QZ0096
 QZ0096.The geoid height was determined by GEOID03.
 QZ0096
 QZ0096.The dynamic height is computed by dividing the NAVD 88
 QZ0096.geopotential number by the normal gravity value computed on the
 QZ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0096.degrees latitude (g = 980.6199 gals.).
 QZ0096
 QZ0096.The modeled gravity was interpolated from observed gravity values.
 QZ0096
 QZ0096;                    North         East    Units  Estimated Accuracy
 QZ0096;SPC ID C     -   407,810.      448,360.      MT  (+/- 180 meters Scaled)
 QZ0096
 QZ0096                          SUPERSEDED SURVEY CONTROL
 QZ0096
 QZ0096  NGVD 29 (??/??/92)  907.133  (m)         2976.15   (f) ADJ UNCH    2 0
 QZ0096
 QZ0096.Superseded values are not recommended for survey control.
 QZ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0096.See file dsdata.txt to determine how the superseded data were derived.
 QZ0096
 QZ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL834228(NAD 83)
 QZ0096_MARKER: DB = BENCH MARK DISK
 QZ0096_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0096_SP_SET: ROCK LEDGE
 QZ0096_STAMPING: B 292 1945
 QZ0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0096+STABILITY: POSITION/ELEVATION WELL
 QZ0096
 QZ0096  HISTORY     - Date     Condition        Report By
 QZ0096  HISTORY     - 1945     MONUMENTED       CGS
 QZ0096
 QZ0096                          STATION DESCRIPTION
 QZ0096
 QZ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0096'24.3 MI W FROM SHOUP.
 QZ0096'24.3 MILES WEST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT SHOUP,
 QZ0096'SET IN ROCK LEDGE OF A VERTICAL ROCK BLUFF, ABOUT 0.15 MILE EAST OF A
 QZ0096'CURVE WITH TANGENTS LEADING EAST AND NORTHWEST, 21.6 FEET NORTH OF
 QZ0096'CENTER-LINE OF THE ROAD, ABOUT 1.5 FEET ABOVE ROAD LEVEL.  IRON BENCH
 QZ0096'MARK DISK SET IN ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0370 ***********************************************************************
 NV0370  DESIGNATION -  B 293
 NV0370  PID         -  NV0370
 NV0370  STATE/COUNTY-  ID/GOODING
 NV0370  USGS QUAD   -  BLISS (1992)
 NV0370
 NV0370                         *CURRENT SURVEY CONTROL
 NV0370  ___________________________________________________________________
 NV0370* NAD 83(1986)-  42 54 36.     (N)    114 56 50.     (W)     SCALED    
 NV0370* NAVD 88     -       878.781  (meters)    2883.13   (feet)  ADJUSTED  
 NV0370  ___________________________________________________________________
 NV0370  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 NV0370  DYNAMIC HT  -         878.401 (meters)    2881.89  (feet)  COMP
 NV0370  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 NV0370
 NV0370  VERT ORDER  -  FIRST     CLASS II
 NV0370
 NV0370.The horizontal coordinates were scaled from a topographic map and have
 NV0370.an estimated accuracy of +/- 6 seconds.
 NV0370
 NV0370.The orthometric height was determined by differential leveling
 NV0370.and adjusted by the National Geodetic Survey in June 1991..
 NV0370
 NV0370.The geoid height was determined by GEOID03.
 NV0370
 NV0370.The dynamic height is computed by dividing the NAVD 88
 NV0370.geopotential number by the normal gravity value computed on the
 NV0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0370.degrees latitude (g = 980.6199 gals.).
 NV0370
 NV0370.The modeled gravity was interpolated from observed gravity values.
 NV0370
 NV0370;                    North         East    Units  Estimated Accuracy
 NV0370;SPC ID C     -   138,540.      422,650.      MT  (+/- 180 meters Scaled)
 NV0370
 NV0370                          SUPERSEDED SURVEY CONTROL
 NV0370
 NV0370  NGVD 29 (??/??/92)  877.982  (m)         2880.51   (f) ADJ UNCH    1 2
 NV0370
 NV0370.Superseded values are not recommended for survey control.
 NV0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0370.See file dsdata.txt to determine how the superseded data were derived.
 NV0370
 NV0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH675528(NAD 83)
 NV0370_MARKER: DB = BENCH MARK DISK
 NV0370_SETTING: 80 = SET IN A BOULDER
 NV0370_SP_SET: BOULDER
 NV0370_STAMPING: B 293 1944
 NV0370_MARK LOGO: CGS   
 NV0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0370+STABILITY: SURFACE MOTION
 NV0370
 NV0370  HISTORY     - Date     Condition        Report By
 NV0370  HISTORY     - 1944     MONUMENTED       CGS
 NV0370  HISTORY     - 1945     GOOD             NGS
 NV0370  HISTORY     - 1983     GOOD             NGS
 NV0370
 NV0370                          STATION DESCRIPTION
 NV0370
 NV0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0370'1.3 MI S FROM BLISS.
 NV0370'ALONG HIGHWAY U.S. 30.  0.1 MILE SOUTH OF A T ROAD NORTHWEST.
 NV0370'APPROXIMATELY 100 YARDS NORTH OF A GREEN AND WHITE FARM HOUSE ON EAST
 NV0370'SIDE OF HIGHWAY.  42 YARDS NORTHEAST OF A GATE ON WEST SIDE OF
 NV0370'HIGHWAY.  66 FEET SOUTHWEST OF A POWER POLE.  38 FEET EAST OF CENTER
 NV0370'LINE OF HIGHWAY.  4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SET IN A
 NV0370'DRILL HOLE ON TOP OF A 4 FOOT BY 6 FOOT ROCK BOULDER.  IN 1945, THE
 NV0370'JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 24 WAS 0.55 MILE WEST OF
 NV0370'THE PRESENT JUNCTION OF U.S. HIGHWAYS 20, 26, AND 30.
 NV0370
 NV0370                          STATION RECOVERY (1983)
 NV0370
 NV0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0370'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.95 KM
 NV0370'(1.2 MI) SOUTHEAST ALONG HAGGERMAN VALLEY ROAD (OLD HIGHWAY 30) FROM
 NV0370'THE POST OFFICE IN BLISS, IN TOP OF THE NORTHEAST EDGE OF A 4 BY 7
 NV0370'FOOT VOLCANIC BOULDER PROJECTING 4-FEET ABOVE THE SURFACE OF THE
 NV0370'GROUND, 0.15 KM (0.1 MI) SOUTHEAST OF THE Y JUNCTION OF SHOESTRING
 NV0370'ROAD, 0.15 KM (0.1 MI) NORTHWEST OF A ONE STORY FRAME HOUSE, 11.6
 NV0370'METERS (38 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 20.1 METERS
 NV0370'(66 FT) SOUTH OF THE SECOND POWER POLE NORTHWEST OF THE HOUSE AND 0.6
 NV0370'METER (2 FT) SOUTHEAST OF THE NORTHWEST END OF THE BOULDER.
 NV0370'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 NV0370'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0453 ***********************************************************************
 OH0453  DESIGNATION -  B 294
 OH0453  PID         -  OH0453
 OH0453  STATE/COUNTY-  ID/OWYHEE
 OH0453  USGS QUAD   -  MARSING (1971)
 OH0453
 OH0453                         *CURRENT SURVEY CONTROL
 OH0453  ___________________________________________________________________
 OH0453* NAD 83(1986)-  43 32 48.     (N)    116 48 16.     (W)     SCALED    
 OH0453* NAVD 88     -       686.324  (meters)    2251.71   (feet)  ADJUSTED  
 OH0453  ___________________________________________________________________
 OH0453  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 OH0453  DYNAMIC HT  -         686.079 (meters)    2250.91  (feet)  COMP
 OH0453  MODELED GRAV-     980,240.7   (mgal)                       NAVD 88
 OH0453
 OH0453  VERT ORDER  -  SECOND    CLASS 0
 OH0453
 OH0453.The horizontal coordinates were scaled from a topographic map and have
 OH0453.an estimated accuracy of +/- 6 seconds.
 OH0453
 OH0453.The orthometric height was determined by differential leveling
 OH0453.and adjusted by the National Geodetic Survey in June 1991..
 OH0453
 OH0453.The geoid height was determined by GEOID03.
 OH0453
 OH0453.The dynamic height is computed by dividing the NAVD 88
 OH0453.geopotential number by the normal gravity value computed on the
 OH0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0453.degrees latitude (g = 980.6199 gals.).
 OH0453
 OH0453.The modeled gravity was interpolated from observed gravity values.
 OH0453
 OH0453;                    North         East    Units  Estimated Accuracy
 OH0453;SPC ID W     -   209,370.      714,790.      MT  (+/- 180 meters Scaled)
 OH0453
 OH0453                          SUPERSEDED SURVEY CONTROL
 OH0453
 OH0453  NGVD 29 (??/??/92)  685.384  (m)         2248.63   (f) ADJ UNCH    2 0
 OH0453
 OH0453.Superseded values are not recommended for survey control.
 OH0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0453.See file dsdata.txt to determine how the superseded data were derived.
 OH0453
 OH0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ157215(NAD 83)
 OH0453_MARKER: DB = BENCH MARK DISK
 OH0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0453_STAMPING: B 294 1944
 OH0453_MARK LOGO: CGS   
 OH0453_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0453+STABILITY: SURFACE MOTION
 OH0453
 OH0453  HISTORY     - Date     Condition        Report By
 OH0453  HISTORY     - 1944     MONUMENTED       CGS
 OH0453  HISTORY     - 19970910 GOOD             IDTD
 OH0453
 OH0453                          STATION DESCRIPTION
 OH0453
 OH0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0453'IN MARSING.
 OH0453'61.5 FEET EAST OF THE CENTER-LINE OF THE HIGHWAY.  28 FEET NORTH OF
 OH0453'THE CENTERLINE OF THE NORTH SIDING OF THE RAILROAD NEAR STATION. 84.5
 OH0453'FEET SOUTH OF A SERVICE STATION.  4 FEET EAST OF A 4 INCH BY 4 INCH
 OH0453'WHITE WOODEN POST.  PROJECTS 4 INCHES ABOVE THE GROUND.
 OH0453
 OH0453                          STATION RECOVERY (1997)
 OH0453
 OH0453'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (DSS)
 OH0453'THIS BENCH MARK WAS RECOVERED IN GOOD CONDITION AND MAY BE DESTROYED
 OH0453'IN THE FUTURE DUE TO THE PROPOSED UNION PACIFIC RAILROAD COMPANY RAIL
 OH0453'LINE ABANDONMENT.  MARK IS LOCATED IN MARSING 84.5 FEET (25.8 M) SOUTH
 OH0453'OF A BROKEN CONCRETE WALL CORNER OF THE FORMER SERVICE STATION, 28.0
 OH0453'FEET (8.5 M) NORTH OF THE NORTH RAIL OF THE RAILROAD LOADING DOCK, 0.5
 OH0453'FEET (15.2 CM) NORTH OF A FIBERGLASS WITNESS POST AND IS 0.2 FEET (6.1
 OH0453'CM) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0355 ***********************************************************************
 OH0355  DESIGNATION -  B 295
 OH0355  PID         -  OH0355
 OH0355  STATE/COUNTY-  ID/OWYHEE
 OH0355  USGS QUAD   -  WALTERS BUTTE (1992)
 OH0355
 OH0355                         *CURRENT SURVEY CONTROL
 OH0355  ___________________________________________________________________
 OH0355* NAD 83(1986)-  43 20 17.     (N)    116 36 31.     (W)     SCALED    
 OH0355* NAVD 88     -       697.556  (meters)    2288.57   (feet)  ADJUSTED  
 OH0355  ___________________________________________________________________
 OH0355  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 OH0355  DYNAMIC HT  -         697.289 (meters)    2287.69  (feet)  COMP
 OH0355  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 OH0355
 OH0355  VERT ORDER  -  SECOND    CLASS 0
 OH0355
 OH0355.The horizontal coordinates were scaled from a topographic map and have
 OH0355.an estimated accuracy of +/- 6 seconds.
 OH0355
 OH0355.The orthometric height was determined by differential leveling
 OH0355.and adjusted by the National Geodetic Survey in June 1991..
 OH0355
 OH0355.The geoid height was determined by GEOID03.
 OH0355
 OH0355.The dynamic height is computed by dividing the NAVD 88
 OH0355.geopotential number by the normal gravity value computed on the
 OH0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0355.degrees latitude (g = 980.6199 gals.).
 OH0355
 OH0355.The modeled gravity was interpolated from observed gravity values.
 OH0355
 OH0355;                    North         East    Units  Estimated Accuracy
 OH0355;SPC ID W     -   186,010.      730,380.      MT  (+/- 180 meters Scaled)
 OH0355
 OH0355                          SUPERSEDED SURVEY CONTROL
 OH0355
 OH0355  NGVD 29 (??/??/92)  696.632  (m)         2285.53   (f) ADJ UNCH    2 0
 OH0355
 OH0355.Superseded values are not recommended for survey control.
 OH0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0355.See file dsdata.txt to determine how the superseded data were derived.
 OH0355
 OH0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH317984(NAD 83)
 OH0355_MARKER: DB = BENCH MARK DISK
 OH0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0355_SP_SET: CULVERT
 OH0355_STAMPING: B 295 1944
 OH0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0355
 OH0355  HISTORY     - Date     Condition        Report By
 OH0355  HISTORY     - 1944     MONUMENTED       CGS
 OH0355
 OH0355                          STATION DESCRIPTION
 OH0355
 OH0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0355'20.7 MI SE FROM MARSING.
 OH0355'20.7 MILES SOUTHEAST OF THE MAIN STREET AT MARSING, OWYHEE COUNTY,
 OH0355'ALONG THE MARSING TO MURPHY HIGHWAY, 0.4 MILE SOUTHWEST OF THE SNAKE
 OH0355'RIVER BRIDGE AT WALTERS FERRY, ON THE OUTSIDE OF A CURVE.  A STANDARD
 OH0355'BRONZE DISK SET IN A DRILL HOLE ON TOP OF THE WEST ABUTMENT OF A
 OH0355'CONCRETE CULVERT OVER A 3 FOOT PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0293 ***********************************************************************
 OH0293  DESIGNATION -  B 296
 OH0293  PID         -  OH0293
 OH0293  STATE/COUNTY-  ID/OWYHEE
 OH0293  USGS QUAD   -  WILD HORSE BUTTE (1992)
 OH0293
 OH0293                         *CURRENT SURVEY CONTROL
 OH0293  ___________________________________________________________________
 OH0293* NAD 83(1986)-  43 08 32.     (N)    116 19 09.     (W)     SCALED    
 OH0293* NAVD 88     -       718.348  (meters)    2356.78   (feet)  ADJUSTED  
 OH0293  ___________________________________________________________________
 OH0293  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 OH0293  DYNAMIC HT  -         718.061 (meters)    2355.84  (feet)  COMP
 OH0293  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 OH0293
 OH0293  VERT ORDER  -  SECOND    CLASS 0
 OH0293
 OH0293.The horizontal coordinates were scaled from a topographic map and have
 OH0293.an estimated accuracy of +/- 6 seconds.
 OH0293
 OH0293.The orthometric height was determined by differential leveling
 OH0293.and adjusted by the National Geodetic Survey in June 1991..
 OH0293
 OH0293.The geoid height was determined by GEOID03.
 OH0293
 OH0293.The dynamic height is computed by dividing the NAVD 88
 OH0293.geopotential number by the normal gravity value computed on the
 OH0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0293.degrees latitude (g = 980.6199 gals.).
 OH0293
 OH0293.The modeled gravity was interpolated from observed gravity values.
 OH0293
 OH0293;                    North         East    Units  Estimated Accuracy
 OH0293;SPC ID W     -   164,050.      753,700.      MT  (+/- 180 meters Scaled)
 OH0293
 OH0293                          SUPERSEDED SURVEY CONTROL
 OH0293
 OH0293  NGVD 29 (??/??/92)  717.447  (m)         2353.82   (f) ADJ UNCH    2 0
 OH0293
 OH0293.Superseded values are not recommended for survey control.
 OH0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0293.See file dsdata.txt to determine how the superseded data were derived.
 OH0293
 OH0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH553768(NAD 83)
 OH0293_MARKER: DB = BENCH MARK DISK
 OH0293_SETTING: 80 = SET IN A BOULDER
 OH0293_SP_SET: ROCK BOULDER
 OH0293_STAMPING: B 296 1944
 OH0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0293+STABILITY: SURFACE MOTION
 OH0293
 OH0293  HISTORY     - Date     Condition        Report By
 OH0293  HISTORY     - 1944     MONUMENTED       CGS
 OH0293
 OH0293                          STATION DESCRIPTION
 OH0293
 OH0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0293'9.0 MI SE FROM SWAN FALLS DAM.
 OH0293'9.0 MILES SOUTHEAST OF THE DAM AT SWAN FALLS DAM, ADA COUNTY, IN THE
 OH0293'CANYON ALONG THE SOUTHWEST BANK OF SNAKE RIVER, 20.7 MILES NORTHWEST
 OH0293'OF THE SNAKE RIVER BRIDGE AT GRAND VIEW, 2.7 MILES SOUTHEAST OF THE
 OH0293'MOUTH OF A DRY CREEK, 2.2 MILES NORTHWEST OF A RANCH ON THE SOUTHWEST
 OH0293'BANK OF SNAKE RIVER, ON THE EAST SLOPE OF A HILL, 220 FEET SOUTH OF
 OH0293'THE REMAINS OF AN OLD STONE SHACK, 40 FEET WEST OF THE CENTERLINE OF A
 OH0293'TRACK ROAD, AND 45 YARDS WEST OF THE RIVER BANK.  A STANDARD BRONZE
 OH0293'DISK SET IN THE TOP OF A 4 FOOT ROCK BOULDER 5 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0696 ***********************************************************************
 NV0696  DESIGNATION -  B 297
 NV0696  PID         -  NV0696
 NV0696  STATE/COUNTY-  ID/OWYHEE
 NV0696  USGS QUAD   -  C J STRIKE DAM (1992)
 NV0696
 NV0696                         *CURRENT SURVEY CONTROL
 NV0696  ___________________________________________________________________
 NV0696* NAD 83(1986)-  42 57 14.     (N)    115 57 18.     (W)     SCALED    
 NV0696* NAVD 88     -       729.989  (meters)    2394.97   (feet)  ADJUSTED  
 NV0696  ___________________________________________________________________
 NV0696  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 NV0696  DYNAMIC HT  -         729.672 (meters)    2393.93  (feet)  COMP
 NV0696  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 NV0696
 NV0696  VERT ORDER  -  SECOND    CLASS 0
 NV0696
 NV0696.The horizontal coordinates were scaled from a topographic map and have
 NV0696.an estimated accuracy of +/- 6 seconds.
 NV0696
 NV0696.The orthometric height was determined by differential leveling
 NV0696.and adjusted by the National Geodetic Survey in June 1991..
 NV0696
 NV0696.The geoid height was determined by GEOID03.
 NV0696
 NV0696.The dynamic height is computed by dividing the NAVD 88
 NV0696.geopotential number by the normal gravity value computed on the
 NV0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0696.degrees latitude (g = 980.6199 gals.).
 NV0696
 NV0696.The modeled gravity was interpolated from observed gravity values.
 NV0696
 NV0696;                    North         East    Units  Estimated Accuracy
 NV0696;SPC ID W     -   143,000.      783,270.      MT  (+/- 180 meters Scaled)
 NV0696
 NV0696                          SUPERSEDED SURVEY CONTROL
 NV0696
 NV0696  NGVD 29 (??/??/92)  729.112  (m)         2392.09   (f) ADJ UNCH    2 0
 NV0696
 NV0696.Superseded values are not recommended for survey control.
 NV0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0696.See file dsdata.txt to determine how the superseded data were derived.
 NV0696
 NV0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH852562(NAD 83)
 NV0696_MARKER: DB = BENCH MARK DISK
 NV0696_SETTING: 0 = UNSPECIFIED SETTING
 NV0696_STAMPING: B 297 1944
 NV0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0696
 NV0696  HISTORY     - Date     Condition        Report By
 NV0696  HISTORY     - 1944     MONUMENTED       CGS
 NV0696
 NV0696                          STATION DESCRIPTION
 NV0696
 NV0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NV0696'9.4 MI SE FROM GRANDVIEW.
 NV0696'ALONG A DIRT FARM ROAD LEADING UP CANYON FROM A RANCH.  TO REACH FROM
 NV0696'THE SNAKE RIVER BRIDGE AT GRANDVIEW, FOLLOW THE GRANDVIEW TO BRUNEAU
 NV0696'HIGHWAY FOR 8.2 MILES TO A Y ROAD INTERSECTION.  TAKE THE LEFT FORK
 NV0696'NORTHERLY TO A RANCH.  CONTINUE NORTH, FORDING THE BRUNEAU RIVER, AND
 NV0696'FOLLOW THE TRACK ROAD AROUND THE FIELD FOR 0.9 MILES TO THE NORTHEAST
 NV0696'CORNER OF THE FIELD AND THE BENCH MARK.  AT THE SOUTHWEST BASE OF A
 NV0696'TALL ROCKY RIDGE.  28 FEET SOUTHWEST OF THE CENTER LINE OF A DIM TRACK
 NV0696'ROAD.  8 FEET WEST OF A FENCE CORNER.  2 FEET NORTH OF A WIRE FENCE.
 NV0696'2.5 FEET SOUTH OF A 4 INCH BY 4 INCH WHITE WOODEN POST.  4 FEET BELOW
 NV0696'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0721 ***********************************************************************
 NV0721  DESIGNATION -  B 298
 NV0721  PID         -  NV0721
 NV0721  STATE/COUNTY-  ID/ELMORE
 NV0721  USGS QUAD   -  BRUNEAU DUNES (1992)
 NV0721
 NV0721                         *CURRENT SURVEY CONTROL
 NV0721  ___________________________________________________________________
 NV0721* NAD 83(1986)-  42 57 01.     (N)    115 39 20.     (W)     SCALED    
 NV0721* NAVD 88     -       751.606  (meters)    2465.89   (feet)  ADJUSTED  
 NV0721  ___________________________________________________________________
 NV0721  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 NV0721  DYNAMIC HT  -         751.290 (meters)    2464.86  (feet)  COMP
 NV0721  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 NV0721
 NV0721  VERT ORDER  -  SECOND    CLASS 0
 NV0721
 NV0721.The horizontal coordinates were scaled from a topographic map and have
 NV0721.an estimated accuracy of +/- 6 seconds.
 NV0721
 NV0721.The orthometric height was determined by differential leveling
 NV0721.and adjusted by the National Geodetic Survey in June 1991..
 NV0721
 NV0721.The geoid height was determined by GEOID03.
 NV0721
 NV0721.The dynamic height is computed by dividing the NAVD 88
 NV0721.geopotential number by the normal gravity value computed on the
 NV0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0721.degrees latitude (g = 980.6199 gals.).
 NV0721
 NV0721.The modeled gravity was interpolated from observed gravity values.
 NV0721
 NV0721;                    North         East    Units  Estimated Accuracy
 NV0721;SPC ID W     -   142,580.      807,710.      MT  (+/- 180 meters Scaled)
 NV0721
 NV0721                          SUPERSEDED SURVEY CONTROL
 NV0721
 NV0721  NGVD 29 (??/??/92)  750.770  (m)         2463.15   (f) ADJ UNCH    2 0
 NV0721
 NV0721.Superseded values are not recommended for survey control.
 NV0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0721.See file dsdata.txt to determine how the superseded data were derived.
 NV0721
 NV0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH096561(NAD 83)
 NV0721_MARKER: DB = BENCH MARK DISK
 NV0721_SETTING: 80 = SET IN A BOULDER
 NV0721_SP_SET: BOULDER
 NV0721_STAMPING: B 298 1945
 NV0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0721+STABILITY: SURFACE MOTION
 NV0721
 NV0721  HISTORY     - Date     Condition        Report By
 NV0721  HISTORY     - 1945     MONUMENTED       CGS
 NV0721
 NV0721                          STATION DESCRIPTION
 NV0721
 NV0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0721'11.7 MI W FROM HAMMETT.
 NV0721'11.7 MILES WEST OF THE RAILROAD STATION AT HAMMETT, ELMORE COUNTY, IN
 NV0721'A DEEP CANYON ALONG THE NORTH BANK OF THE SNAKE RIVER (INACCESSIBLE BY
 NV0721'TRUCK), 5.5 MILES EAST OF THE SNAKE RIVER BRIDGE NORTH OF BRUNEAU, 0.3
 NV0721'MILE NORTHEAST OF RANCH BUILDINGS ON THE OPPOSITE SIDE OF THE RIVER,
 NV0721'0.15 MILE NORTHEAST OF THE NORTHEAST END OF AN ISLAND, 20 FEET NORTH
 NV0721'OF THE NORTH RIVER BANK AND ON THE NORTH SIDE OF THE TRAIL.  A
 NV0721'STANDARD BRONZE DISK SET IN A FLAT BOULDER PROJECTING 8 INCHES AND
 NV0721'MARKED BY WHITE PAINT ON THE FACE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0389 ***********************************************************************
 NV0389  DESIGNATION -  B 299
 NV0389  PID         -  NV0389
 NV0389  STATE/COUNTY-  ID/GOODING
 NV0389  USGS QUAD   -  HAGERMAN (1992)
 NV0389
 NV0389                         *CURRENT SURVEY CONTROL
 NV0389  ___________________________________________________________________
 NV0389* NAD 83(1986)-  42 48 42.     (N)    114 55 03.     (W)     SCALED    
 NV0389* NAVD 88     -       878.812  (meters)    2883.24   (feet)  ADJUSTED  
 NV0389  ___________________________________________________________________
 NV0389  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 NV0389  DYNAMIC HT  -         878.422 (meters)    2881.96  (feet)  COMP
 NV0389  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 NV0389
 NV0389  VERT ORDER  -  SECOND    CLASS 0
 NV0389
 NV0389.The horizontal coordinates were scaled from a topographic map and have
 NV0389.an estimated accuracy of +/- 6 seconds.
 NV0389
 NV0389.The orthometric height was determined by differential leveling
 NV0389.and adjusted by the National Geodetic Survey in June 1991..
 NV0389
 NV0389.The geoid height was determined by GEOID03.
 NV0389
 NV0389.The dynamic height is computed by dividing the NAVD 88
 NV0389.geopotential number by the normal gravity value computed on the
 NV0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0389.degrees latitude (g = 980.6199 gals.).
 NV0389
 NV0389.The modeled gravity was interpolated from observed gravity values.
 NV0389
 NV0389;                    North         East    Units  Estimated Accuracy
 NV0389;SPC ID C     -   127,590.      424,960.      MT  (+/- 180 meters Scaled)
 NV0389
 NV0389                          SUPERSEDED SURVEY CONTROL
 NV0389
 NV0389  NGVD 29 (??/??/92)  878.007  (m)         2880.59   (f) ADJ UNCH    2 0
 NV0389
 NV0389.Superseded values are not recommended for survey control.
 NV0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0389.See file dsdata.txt to determine how the superseded data were derived.
 NV0389
 NV0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH702420(NAD 83)
 NV0389_MARKER: DB = BENCH MARK DISK
 NV0389_SETTING: 80 = SET IN A BOULDER
 NV0389_SP_SET: BOULDER
 NV0389_STAMPING: B 299 1945
 NV0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0389+STABILITY: SURFACE MOTION
 NV0389
 NV0389  HISTORY     - Date     Condition        Report By
 NV0389  HISTORY     - 1945     MONUMENTED       CGS
 NV0389  HISTORY     - 1984     GOOD             LOCSUR
 NV0389
 NV0389                          STATION DESCRIPTION
 NV0389
 NV0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0389'1.3 MI SW FROM HAGERMAN.
 NV0389'1.3 MILES SOUTHWEST OF THE POST OFFICE AT HAGERMAN.  ALONG A GRAVEL
 NV0389'ROAD.  TO REACH FROM THE POST OFFICE AT HAGERMAN, GO SOUTH ON HIGHWAY
 NV0389'U.S. 30 FOR 0.3 MILE TO A CROSS ROADS.  TURN WEST AT CROSS ROADS AND
 NV0389'FOLLOW GRAVEL ROAD FOR 1 MILE TO A Y ROAD INTERSECTION AND THE BENCH
 NV0389'MARK.  ABOUT THE CENTER AND ON THE SOUTHEAST SIDE OF A CURVE.  20 FEET
 NV0389'SOUTHEAST OF THE CENTER-LINE OF THE ROAD LEADING SOUTH.  9 FEET WEST
 NV0389'OF A 4 INCH BY 4 INCH WHITE WOODEN POST.  3 FEET SOUTHEAST OF THE
 NV0389'SOUTHEAST RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A 6 FOOT BY 6 FOOT
 NV0389'ROCK BOULDER FLUSH WITH THE GROUND.
 NV0389
 NV0389                          STATION RECOVERY (1984)
 NV0389
 NV0389'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 NV0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0085 ***********************************************************************
 NU0085  DESIGNATION -  B 3
 NU0085  PID         -  NU0085
 NU0085  STATE/COUNTY-  ID/BANNOCK
 NU0085  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0085
 NU0085                         *CURRENT SURVEY CONTROL
 NU0085  ___________________________________________________________________
 NU0085* NAD 83(1986)-  42 51 52.     (N)    112 27 10.     (W)     SCALED    
 NU0085* NAVD 88     -      1361.208  (meters)    4465.90   (feet)  ADJUSTED  
 NU0085  ___________________________________________________________________
 NU0085  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 NU0085  DYNAMIC HT  -        1360.439 (meters)    4463.37  (feet)  COMP
 NU0085  MODELED GRAV-     980,008.6   (mgal)                       NAVD 88
 NU0085
 NU0085  VERT ORDER  -  FIRST     CLASS II
 NU0085
 NU0085.The horizontal coordinates were scaled from a topographic map and have
 NU0085.an estimated accuracy of +/- 6 seconds.
 NU0085
 NU0085.The orthometric height was determined by differential leveling
 NU0085.and adjusted by the National Geodetic Survey in June 1991..
 NU0085
 NU0085.The geoid height was determined by GEOID03.
 NU0085
 NU0085.The dynamic height is computed by dividing the NAVD 88
 NU0085.geopotential number by the normal gravity value computed on the
 NU0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0085.degrees latitude (g = 980.6199 gals.).
 NU0085
 NU0085.The modeled gravity was interpolated from observed gravity values.
 NU0085
 NU0085;                    North         East    Units  Estimated Accuracy
 NU0085;SPC ID E     -   133,080.      176,620.      MT  (+/- 180 meters Scaled)
 NU0085
 NU0085                          SUPERSEDED SURVEY CONTROL
 NU0085
 NU0085  NGVD 29 (??/??/92) 1360.17   (m)         4462.5    (f) COMPUTED    1 2
 NU0085
 NU0085.Superseded values are not recommended for survey control.
 NU0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0085.See file dsdata.txt to determine how the superseded data were derived.
 NU0085
 NU0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN813467(NAD 83)
 NU0085_MARKER: Q = CHISELED SQUARE
 NU0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0085_SP_SET: WATER TABLE
 NU0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0085
 NU0085  HISTORY     - Date     Condition        Report By
 NU0085  HISTORY     - UNK      MONUMENTED       CGS
 NU0085  HISTORY     - 1958     GOOD             NGS
 NU0085  HISTORY     - 1967     MARK NOT FOUND   NGS
 NU0085
 NU0085                          STATION DESCRIPTION
 NU0085
 NU0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0085'IN POCATELLO.
 NU0085'AT POCATELLO, AT THE EAST CORNER OF WEST LANDER AND NORTH MAIN
 NU0085'STREETS, 12 FEET NORTHEAST OF THE WEST CORNER OF THE POCATELLO
 NU0085'ELECTRIC COMPANY BRICK BUILDING, IN THE SLOPING SURFACE OF THE LAVATIC
 NU0085'WATER TABLE, AND ABOUT 18 INCHES ABOVE THE SIDEWALK.
 NU0085
 NU0085                          STATION RECOVERY (1967)
 NU0085
 NU0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1089 ***********************************************************************
 NU1089  DESIGNATION -  B 30
 NU1089  PID         -  NU1089
 NU1089  STATE/COUNTY-  ID/CASSIA
 NU1089  USGS QUAD   -  KENYON (1976)
 NU1089
 NU1089                         *CURRENT SURVEY CONTROL
 NU1089  ___________________________________________________________________
 NU1089* NAD 83(1986)-  42 27 54.     (N)    113 50 35.     (W)     SCALED    
 NU1089* NAVD 88     -      1295.791  (meters)    4251.27   (feet)  ADJUSTED  
 NU1089  ___________________________________________________________________
 NU1089  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 NU1089  DYNAMIC HT  -        1295.025 (meters)    4248.76  (feet)  COMP
 NU1089  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 NU1089
 NU1089  VERT ORDER  -  FIRST     CLASS II
 NU1089
 NU1089.The horizontal coordinates were scaled from a topographic map and have
 NU1089.an estimated accuracy of +/- 6 seconds.
 NU1089
 NU1089.The orthometric height was determined by differential leveling
 NU1089.and adjusted by the National Geodetic Survey in June 1991..
 NU1089
 NU1089.The geoid height was determined by GEOID03.
 NU1089
 NU1089.The dynamic height is computed by dividing the NAVD 88
 NU1089.geopotential number by the normal gravity value computed on the
 NU1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1089.degrees latitude (g = 980.6199 gals.).
 NU1089
 NU1089.The modeled gravity was interpolated from observed gravity values.
 NU1089
 NU1089;                    North         East    Units  Estimated Accuracy
 NU1089;SPC ID C     -    88,680.      512,910.      MT  (+/- 180 meters Scaled)
 NU1089
 NU1089                          SUPERSEDED SURVEY CONTROL
 NU1089
 NU1089  NGVD 29 (??/??/92) 1294.813  (m)         4248.07   (f) ADJ UNCH    1 2
 NU1089
 NU1089.Superseded values are not recommended for survey control.
 NU1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1089.See file dsdata.txt to determine how the superseded data were derived.
 NU1089
 NU1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN662053(NAD 83)
 NU1089_MARKER: DB = BENCH MARK DISK
 NU1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1089_STAMPING: B 30 1934
 NU1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1089+STABILITY: SURFACE MOTION
 NU1089
 NU1089  HISTORY     - Date     Condition        Report By
 NU1089  HISTORY     - 1934     MONUMENTED       CGS
 NU1089
 NU1089                          STATION DESCRIPTION
 NU1089
 NU1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU1089'6.8 MI S FROM BURLEY.
 NU1089'6.8 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 NU1089'AT BURLEY, CASSIA COUNTY, 190 FEET NORTHWEST OF MILEPOST 6, 45 FEET
 NU1089'EAST OF THE CENTERLINE OF THE TRACK, 6 FEET NORTH OF GATE TO A FARM
 NU1089'ROAD, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED B 30 1934
 NU1089'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0426 ***********************************************************************
 NV0426  DESIGNATION -  B 300
 NV0426  PID         -  NV0426
 NV0426  STATE/COUNTY-  ID/TWIN FALLS
 NV0426  USGS QUAD   -  BALANCED ROCK (1992)
 NV0426
 NV0426                         *CURRENT SURVEY CONTROL
 NV0426  ___________________________________________________________________
 NV0426* NAD 83(1986)-  42 34 38.     (N)    114 53 53.     (W)     SCALED    
 NV0426* NAVD 88     -      1149.170  (meters)    3770.24   (feet)  ADJUSTED  
 NV0426  ___________________________________________________________________
 NV0426  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 NV0426  DYNAMIC HT  -        1148.549 (meters)    3768.20  (feet)  COMP
 NV0426  MODELED GRAV-     980,041.6   (mgal)                       NAVD 88
 NV0426
 NV0426  VERT ORDER  -  SECOND    CLASS 0
 NV0426
 NV0426.The horizontal coordinates were scaled from a topographic map and have
 NV0426.an estimated accuracy of +/- 6 seconds.
 NV0426
 NV0426.The orthometric height was determined by differential leveling
 NV0426.and adjusted by the National Geodetic Survey in June 1991..
 NV0426
 NV0426.The geoid height was determined by GEOID03.
 NV0426
 NV0426.The dynamic height is computed by dividing the NAVD 88
 NV0426.geopotential number by the normal gravity value computed on the
 NV0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0426.degrees latitude (g = 980.6199 gals.).
 NV0426
 NV0426.The modeled gravity was interpolated from observed gravity values.
 NV0426
 NV0426;                    North         East    Units  Estimated Accuracy
 NV0426;SPC ID C     -   101,530.      426,280.      MT  (+/- 180 meters Scaled)
 NV0426
 NV0426                          SUPERSEDED SURVEY CONTROL
 NV0426
 NV0426  NGVD 29 (??/??/92) 1148.272  (m)         3767.29   (f) ADJ UNCH    2 0
 NV0426
 NV0426.Superseded values are not recommended for survey control.
 NV0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0426.See file dsdata.txt to determine how the superseded data were derived.
 NV0426
 NV0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH724160(NAD 83)
 NV0426_MARKER: DB = BENCH MARK DISK
 NV0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0426_STAMPING: B 300 1945
 NV0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0426+STABILITY: SURFACE MOTION
 NV0426
 NV0426  HISTORY     - Date     Condition        Report By
 NV0426  HISTORY     - 1945     MONUMENTED       CGS
 NV0426
 NV0426                          STATION DESCRIPTION
 NV0426
 NV0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0426'8.2 MI SW FROM BUHL.
 NV0426'8.2 MILES SOUTHWEST OF THE POST OFFICE BY ROAD.  ALONG A DIRT FARM
 NV0426'ROAD.  TO REACH FROM THE POST OFFICE AT BUHL, GO WEST ON MAIN STREET
 NV0426'AND CONTINUE WEST ON PAVED ROAD FOR 0.7 MILE TO A Y ROAD INTERSECTION
 NV0426'OF A PAVED ROAD WEST AND A PAVED ROAD SOUTH.  CONTINUE STRAIGHT OR
 NV0426'WEST ON PAVED ROAD FOR 4.0 MILES TO A CROSS ROADS AND A POINT WHERE
 NV0426'PAVED ROAD TURNS SOUTH.  TURN SOUTH ON PAVED ROAD FOR 1.0 MILE TO A
 NV0426'CROSS ROADS.  TURN WEST ON DIRT ROAD AND CONTINUE FOR 2.5 MILES TO A
 NV0426'POINT WHERE ROAD TURNS SOUTH AT A RANCH HOUSE.  TURN SOUTH FOR 0.1
 NV0426'MILE TO BENCH MARK.  0.1 MILE SOUTH OF A WHITE FARM HOUSE.  48 YARDS
 NV0426'SOUTH OF A WOODEN CULVERT OVER AN IRRIGATION CANAL.  31.0 FEET NORTH
 NV0426'OF A TELEPHONE POLE.  19.1 FEET WEST OF THE CENTER-LINE OF THE ROAD.
 NV0426'3.0 FEET SOUTH OF A 4 INCH BY 4 INCH WHITE WOODEN POST.  2.0 FEET EAST
 NV0426'OF A FENCE CORNER.  AT THE SOUTHEAST CORNER OF A CORRAL, OR LAMBING
 NV0426'PEN.  1.5 FEET ABOVE THE LEVEL OF THE ROAD.  8 INCHES ABOVE THE
 NV0426'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0357 ***********************************************************************
 RA0357  DESIGNATION -  B 302
 RA0357  PID         -  RA0357
 RA0357  STATE/COUNTY-  ID/ADAMS
 RA0357  USGS QUAD   -  CUPRUM (1990)
 RA0357
 RA0357                         *CURRENT SURVEY CONTROL
 RA0357  ___________________________________________________________________
 RA0357* NAD 83(1986)-  45 01 15.     (N)    116 40 29.     (W)     SCALED    
 RA0357* NAVD 88     -      1332.710  (meters)    4372.40   (feet)  ADJUSTED  
 RA0357  ___________________________________________________________________
 RA0357  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 RA0357  DYNAMIC HT  -        1332.237 (meters)    4370.85  (feet)  COMP
 RA0357  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 RA0357
 RA0357  VERT ORDER  -  SECOND    CLASS 0
 RA0357
 RA0357.The horizontal coordinates were scaled from a topographic map and have
 RA0357.an estimated accuracy of +/- 6 seconds.
 RA0357
 RA0357.The orthometric height was determined by differential leveling
 RA0357.and adjusted by the National Geodetic Survey in June 1991..
 RA0357
 RA0357.The geoid height was determined by GEOID03.
 RA0357
 RA0357.The dynamic height is computed by dividing the NAVD 88
 RA0357.geopotential number by the normal gravity value computed on the
 RA0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0357.degrees latitude (g = 980.6199 gals.).
 RA0357
 RA0357.The modeled gravity was interpolated from observed gravity values.
 RA0357
 RA0357;                    North         East    Units  Estimated Accuracy
 RA0357;SPC ID W     -   373,040.      727,120.      MT  (+/- 180 meters Scaled)
 RA0357
 RA0357                          SUPERSEDED SURVEY CONTROL
 RA0357
 RA0357  NGVD 29 (??/??/92) 1331.587  (m)         4368.72   (f) ADJ UNCH    2 0
 RA0357
 RA0357.Superseded values are not recommended for survey control.
 RA0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0357.See file dsdata.txt to determine how the superseded data were derived.
 RA0357
 RA0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK256853(NAD 83)
 RA0357_MARKER: DB = BENCH MARK DISK
 RA0357_SETTING: 80 = SET IN A BOULDER
 RA0357_SP_SET: BOULDER
 RA0357_STAMPING: B 302 1945
 RA0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0357+STABILITY: SURFACE MOTION
 RA0357
 RA0357  HISTORY     - Date     Condition        Report By
 RA0357  HISTORY     - 1945     MONUMENTED       CGS
 RA0357
 RA0357                          STATION DESCRIPTION
 RA0357
 RA0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0357'28.4 MI NW FROM FRUITVALE.
 RA0357'28.4 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 RA0357'IDAHO THE HOMESTEAD, OREGON HIGHWAY AT THE T ROAD JUNCTION OF THE ROAD
 RA0357'TO BEAR AND THE ROAD TO CUPRUM AND HOMESTEAD.  150 FEET NORTHWEST OF
 RA0357'THE JUNCTION OF THE TWO ROADS.  100 FEET WEST OF A SMALL BUILDING. 20
 RA0357'FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY.  SET IN A LARGE BOULDER
 RA0357'2 FEET ABOVE THE GROUND.  A WHITE BM IS PAINTED ON THE FACE OF THE
 RA0357'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0251 ***********************************************************************
 QZ0251  DESIGNATION -  B 303
 QZ0251  PID         -  QZ0251
 QZ0251  STATE/COUNTY-  ID/IDAHO
 QZ0251  USGS QUAD   -  TRAPPER CREEK (1995)
 QZ0251
 QZ0251                         *CURRENT SURVEY CONTROL
 QZ0251  ___________________________________________________________________
 QZ0251* NAD 83(1986)-  45 42 35.     (N)    115 20 41.     (W)     SCALED    
 QZ0251* NAVD 88     -      1323.869  (meters)    4343.39   (feet)  ADJUSTED  
 QZ0251  ___________________________________________________________________
 QZ0251  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 QZ0251  DYNAMIC HT  -        1323.432 (meters)    4341.96  (feet)  COMP
 QZ0251  MODELED GRAV-     980,239.6   (mgal)                       NAVD 88
 QZ0251
 QZ0251  VERT ORDER  -  FIRST     CLASS II
 QZ0251
 QZ0251.The horizontal coordinates were scaled from a topographic map and have
 QZ0251.an estimated accuracy of +/- 6 seconds.
 QZ0251
 QZ0251.The orthometric height was determined by differential leveling
 QZ0251.and adjusted by the National Geodetic Survey in June 1991..
 QZ0251
 QZ0251.The geoid height was determined by GEOID03.
 QZ0251
 QZ0251.The dynamic height is computed by dividing the NAVD 88
 QZ0251.geopotential number by the normal gravity value computed on the
 QZ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0251.degrees latitude (g = 980.6199 gals.).
 QZ0251
 QZ0251.The modeled gravity was interpolated from observed gravity values.
 QZ0251
 QZ0251;                    North         East    Units  Estimated Accuracy
 QZ0251;SPC ID W     -   449,260.      831,560.      MT  (+/- 180 meters Scaled)
 QZ0251
 QZ0251                          SUPERSEDED SURVEY CONTROL
 QZ0251
 QZ0251  NGVD 29 (??/??/92) 1322.737  (m)         4339.68   (f) ADJ UNCH    1 2
 QZ0251
 QZ0251.Superseded values are not recommended for survey control.
 QZ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0251.See file dsdata.txt to determine how the superseded data were derived.
 QZ0251
 QZ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL288631(NAD 83)
 QZ0251_MARKER: DB = BENCH MARK DISK
 QZ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0251_STAMPING: B 303 1945
 QZ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0251+STABILITY: SURFACE MOTION
 QZ0251
 QZ0251  HISTORY     - Date     Condition        Report By
 QZ0251  HISTORY     - 1945     MONUMENTED       CGS
 QZ0251  HISTORY     - 1970     MARK NOT FOUND   NGS
 QZ0251  HISTORY     - 1974     MARK NOT FOUND   USGS
 QZ0251
 QZ0251                          STATION DESCRIPTION
 QZ0251
 QZ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0251'12.1 MI SE FROM ELK CITY.
 QZ0251'12.1 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE RED RIVER
 QZ0251'RANGER STATION ROAD.  AT THE RED RIVER RANGER STATION.  ABOUT 35 YARDS
 QZ0251'NORTHWEST OF THE RANGER STATION OFFICE.  SOUTHWEST OF THE CATTLE GUARD
 QZ0251'AT THE NORTHWEST DRIVEWAY TO THE RANGER STATION.  28 FEET SOUTHEAST OF
 QZ0251'THE CENTER-LINE OF THE ROAD.  PROJECTS 1 FOOT ABOVE THE GROUND. 3 FEET
 QZ0251'ABOVE THE LEVEL OF THE ROAD.  A STANDARD BRONZE DISK SET IN THE TOP OF
 QZ0251'A CONCRETE POST.
 QZ0251
 QZ0251                          STATION RECOVERY (1970)
 QZ0251
 QZ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QZ0251'MARK NOT FOUND.
 QZ0251
 QZ0251                          STATION RECOVERY (1974)
 QZ0251
 QZ0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0252 ***********************************************************************
 QZ0252  DESIGNATION -  B 303 RESET
 QZ0252  PID         -  QZ0252
 QZ0252  STATE/COUNTY-  ID/IDAHO
 QZ0252  USGS QUAD   -  TRAPPER CREEK (1995)
 QZ0252
 QZ0252                         *CURRENT SURVEY CONTROL
 QZ0252  ___________________________________________________________________
 QZ0252* NAD 83(1986)-  45 42 35.     (N)    115 20 41.     (W)     SCALED    
 QZ0252* NAVD 88     -      1325.75   (meters)    4349.6    (feet)  RESET     
 QZ0252  ___________________________________________________________________
 QZ0252  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 QZ0252
 QZ0252  VERT ORDER  -  THIRD
 QZ0252
 QZ0252.The horizontal coordinates were scaled from a topographic map and have
 QZ0252.an estimated accuracy of +/- 6 seconds.
 QZ0252
 QZ0252.The orthometric height was computed from unverified reset data.
 QZ0252
 QZ0252.The geoid height was determined by GEOID03.
 QZ0252
 QZ0252;                    North         East    Units  Estimated Accuracy
 QZ0252;SPC ID W     -   449,260.      831,560.      MT  (+/- 180 meters Scaled)
 QZ0252
 QZ0252                          SUPERSEDED SURVEY CONTROL
 QZ0252
 QZ0252.No superseded survey control is available for this station.
 QZ0252
 QZ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL288631(NAD 83)
 QZ0252_MARKER: DB = BENCH MARK DISK
 QZ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0252_STAMPING: B 303 RESET 1970
 QZ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0252+STABILITY: SURFACE MOTION
 QZ0252
 QZ0252  HISTORY     - Date     Condition        Report By
 QZ0252  HISTORY     - 1970     MONUMENTED       NGS
 QZ0252
 QZ0252                          STATION DESCRIPTION
 QZ0252
 QZ0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QZ0252'12.1 MI SE FROM ELK CITY.
 QZ0252'12.1 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  THE MARK IS AT THE
 QZ0252'RED RIVER RANGER STATION, NEZPERCE NATIONAL FOREST, INSIDE A 16-FOOT
 QZ0252'SQUARE, FENCED AREA, WITH CONCRETE RETAINING WALLS ON THREE SIDES AND
 QZ0252'THIS FENCED AREA CONTAINS WEATHER BUREAU GAGES ETC., AND IS CALLED THE
 QZ0252'WEATHER STATION.  THE MARK IS ABOUT 25 YARDS SOUTHWEST OF THE
 QZ0252'SOUTHWEST CORNER OF THE OFFICE BUILDING, 15 YARDS EAST OF THE CENTER
 QZ0252'OF DIXIE ROAD, 40 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A LOG
 QZ0252'HOUSE, 15 FEET EAST OF THE 3-FOOT HIGH CONCRETE RETAINING WALL ON THE
 QZ0252'WEST SIDE AND 5 FEET SOUTH OF THE WALL ON THE NORTH SIDE OF THE FENCED
 QZ0252'AREA.  A STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 QZ0252'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0298 ***********************************************************************
 QZ0298  DESIGNATION -  B 304
 QZ0298  PID         -  QZ0298
 QZ0298  STATE/COUNTY-  ID/IDAHO
 QZ0298  USGS QUAD   -  TRAPPER CREEK (1995)
 QZ0298
 QZ0298                         *CURRENT SURVEY CONTROL
 QZ0298  ___________________________________________________________________
 QZ0298* NAD 83(1986)-  45 38 48.     (N)    115 20 16.     (W)     SCALED    
 QZ0298* NAVD 88     -      1669.529  (meters)    5477.45   (feet)  ADJUSTED  
 QZ0298  ___________________________________________________________________
 QZ0298  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 QZ0298  DYNAMIC HT  -        1668.900 (meters)    5475.38  (feet)  COMP
 QZ0298  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 QZ0298
 QZ0298  VERT ORDER  -  SECOND    CLASS 0
 QZ0298
 QZ0298.The horizontal coordinates were scaled from a topographic map and have
 QZ0298.an estimated accuracy of +/- 6 seconds.
 QZ0298
 QZ0298.The orthometric height was determined by differential leveling
 QZ0298.and adjusted by the National Geodetic Survey in June 1991..
 QZ0298
 QZ0298.The geoid height was determined by GEOID03.
 QZ0298
 QZ0298.The dynamic height is computed by dividing the NAVD 88
 QZ0298.geopotential number by the normal gravity value computed on the
 QZ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0298.degrees latitude (g = 980.6199 gals.).
 QZ0298
 QZ0298.The modeled gravity was interpolated from observed gravity values.
 QZ0298
 QZ0298;                    North         East    Units  Estimated Accuracy
 QZ0298;SPC ID W     -   442,250.      832,130.      MT  (+/- 180 meters Scaled)
 QZ0298
 QZ0298                          SUPERSEDED SURVEY CONTROL
 QZ0298
 QZ0298  NGVD 29 (??/??/92) 1668.367  (m)         5473.63   (f) ADJ UNCH    2 0
 QZ0298
 QZ0298.Superseded values are not recommended for survey control.
 QZ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0298.See file dsdata.txt to determine how the superseded data were derived.
 QZ0298
 QZ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL295561(NAD 83)
 QZ0298_MARKER: DB = BENCH MARK DISK
 QZ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0298_STAMPING: B 304 1945
 QZ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0298+STABILITY: SURFACE MOTION
 QZ0298
 QZ0298  HISTORY     - Date     Condition        Report By
 QZ0298  HISTORY     - 1945     MONUMENTED       CGS
 QZ0298
 QZ0298                          STATION DESCRIPTION
 QZ0298
 QZ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0298'18.5 MI SE FROM ELK CITY.
 QZ0298'18.5 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE DALE RANCH
 QZ0298'ROAD.  6.5 MILES SOUTH OF THE RED RIVER RANGER STATION.  1.0 MILE
 QZ0298'SOUTHEAST OF JACKS CREEK SUMMIT AND THE ROAD JUNCTION OF THE MALLARD
 QZ0298'CREEK ROAD AND THE DIXIE ROAD.  ABOUT 150 FEET SOUTHEAST OF A CURVE.
 QZ0298'14 FEET NORTHEAST OF THE CENTER-LINE OF THE ROAD.  ON TOP OF A 3 FOOT
 QZ0298'EMBANKMENT.  12.5 FEET WEST OF A RAILROAD SPIKE DRIVEN IN THE CENTER
 QZ0298'OF A 1 FOOT TRIANGULAR BLAZE ON THE TREE.  2.6 FEET NORTHWEST OF A 4
 QZ0298'INCH BY 4 INCH WHITE WOODEN POST.  3 1/2 FEET ABOVE THE LEVEL OF THE
 QZ0298'ROAD.  PROJECTS 3 INCHES.  A STANDARD DISK SET IN THE TOP OF A
 QZ0298'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0930 ***********************************************************************
 RZ0930  DESIGNATION -  B 305 IDDT
 RZ0930  PID         -  RZ0930
 RZ0930  STATE/COUNTY-  ID/NEZ PERCE
 RZ0930  USGS QUAD   -  CLARKSTON (1971)
 RZ0930
 RZ0930                         *CURRENT SURVEY CONTROL
 RZ0930  ___________________________________________________________________
 RZ0930* NAD 83(1986)-  46 25 56.     (N)    117 00 49.     (W)     SCALED    
 RZ0930* NAVD 88     -       266.478  (meters)     874.27   (feet)  ADJUSTED  
 RZ0930  ___________________________________________________________________
 RZ0930  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 RZ0930  DYNAMIC HT  -         266.472 (meters)     874.25  (feet)  COMP
 RZ0930  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 RZ0930
 RZ0930  VERT ORDER  -  FIRST     CLASS II
 RZ0930
 RZ0930.The horizontal coordinates were scaled from a topographic map and have
 RZ0930.an estimated accuracy of +/- 6 seconds.
 RZ0930
 RZ0930.The orthometric height was determined by differential leveling
 RZ0930.and adjusted by the National Geodetic Survey in June 1991..
 RZ0930
 RZ0930.The geoid height was determined by GEOID03.
 RZ0930
 RZ0930.The dynamic height is computed by dividing the NAVD 88
 RZ0930.geopotential number by the normal gravity value computed on the
 RZ0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0930.degrees latitude (g = 980.6199 gals.).
 RZ0930
 RZ0930.The modeled gravity was interpolated from observed gravity values.
 RZ0930
 RZ0930;                    North         East    Units  Estimated Accuracy
 RZ0930;SPC ID W     -   530,260.      702,890.      MT  (+/- 180 meters Scaled)
 RZ0930
 RZ0930                          SUPERSEDED SURVEY CONTROL
 RZ0930
 RZ0930  NGVD 29 (??/??/92)  265.483  (m)          871.01   (f) ADJ UNCH    1 2
 RZ0930
 RZ0930.Superseded values are not recommended for survey control.
 RZ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0930.See file dsdata.txt to determine how the superseded data were derived.
 RZ0930
 RZ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM989420(NAD 83)
 RZ0930_MARKER: DD = SURVEY DISK
 RZ0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0930_STAMPING: B 305 1946
 RZ0930_MARK LOGO: IDDT  
 RZ0930_PROJECTION: RECESSED 6 CENTIMETERS
 RZ0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0930+STABILITY: SURFACE MOTION
 RZ0930
 RZ0930  HISTORY     - Date     Condition        Report By
 RZ0930  HISTORY     - 1946     MONUMENTED       IDDT
 RZ0930  HISTORY     - 1959     GOOD             NGS
 RZ0930  HISTORY     - 1974     GOOD             NGS
 RZ0930  HISTORY     - 1980     GOOD             NGS
 RZ0930
 RZ0930                          STATION DESCRIPTION
 RZ0930
 RZ0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0930'1.8 MI N FROM LEWISTON.
 RZ0930'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE CAUTION LIGHT AT THE
 RZ0930'INTERSECTION OF U.S. HIGHWAYS 410 AND 95 AT LEWISTON.  330 FEET SOUTH
 RZ0930'OF A GRAVEL ROAD LEADING WEST.  96.5 FEET SOUTHWEST OF MILEPOST 331.
 RZ0930'40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  1.8 FEET SOUTHWEST OF
 RZ0930'A WITNESS POST SET IN THE FENCELINE, AND SET IN A CONCRETE POST WHICH
 RZ0930'PROJECTS 0.5 FEET.
 RZ0930
 RZ0930                          STATION RECOVERY (1974)
 RZ0930
 RZ0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RZ0930'RECOVERED IN GOOD CONDITION.
 RZ0930
 RZ0930                          STATION RECOVERY (1980)
 RZ0930
 RZ0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0930'1.3 KILOMETERS (0.85 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ0930'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, SET AT THE SOUTHWEST
 RZ0930'HIGHWAY RIGHT-OF-WAY FENCE, 12.4 METERS (40.5 FEET) SOUTHWEST OF THE
 RZ0930'CENTERLINE OF THE HIGHWAY, 100.6 METERS (330 FEET) SOUTHEAST OF THE
 RZ0930'CENTERLINE OF DOWN RIVER ROAD LEADING TO THE WILMA AND CLARKSTON PORT
 RZ0930'AREA, 27.5 METERS (90.1 FEET) SOUTHWEST ACROSS THE HIGHWAY FROM
 RZ0930'BENCH MARK BB 305, 9.2 METERS (30.0 FEET) SOUTHEAST OF THE END
 RZ0930'POLE OF THE ABRUPT END OF THE POWER LINE. NOTE-THE HIGH POINT IS
 RZ0930'OVER THE -P- IN -DEPARTMENT-, THIS MARK IS A DEPARTMENT OF PUBLIC
 RZ0930'WORKS DISK.
 RZ0930'THE MARK IS 05 METERS  NW FROM A WITNESS POST.
 RZ0930'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0333 ***********************************************************************
 NV0333  DESIGNATION -  B 306
 NV0333  PID         -  NV0333
 NV0333  STATE/COUNTY-  ID/GOODING
 NV0333  USGS QUAD   -  HAGERMAN (1992)
 NV0333
 NV0333                         *CURRENT SURVEY CONTROL
 NV0333  ___________________________________________________________________
 NV0333* NAD 83(1986)-  42 47 10.     (N)    114 53 18.     (W)     SCALED    
 NV0333* NAVD 88     -       904.100  (meters)    2966.20   (feet)  ADJUSTED  
 NV0333  ___________________________________________________________________
 NV0333  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 NV0333  DYNAMIC HT  -         903.684 (meters)    2964.84  (feet)  COMP
 NV0333  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 NV0333
 NV0333  VERT ORDER  -  SECOND    CLASS 0
 NV0333
 NV0333.The horizontal coordinates were scaled from a topographic map and have
 NV0333.an estimated accuracy of +/- 6 seconds.
 NV0333
 NV0333.The orthometric height was determined by differential leveling
 NV0333.and adjusted by the National Geodetic Survey in June 1991..
 NV0333
 NV0333.The geoid height was determined by GEOID03.
 NV0333
 NV0333.The dynamic height is computed by dividing the NAVD 88
 NV0333.geopotential number by the normal gravity value computed on the
 NV0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0333.degrees latitude (g = 980.6199 gals.).
 NV0333
 NV0333.The modeled gravity was interpolated from observed gravity values.
 NV0333
 NV0333;                    North         East    Units  Estimated Accuracy
 NV0333;SPC ID C     -   124,720.      427,320.      MT  (+/- 180 meters Scaled)
 NV0333
 NV0333                          SUPERSEDED SURVEY CONTROL
 NV0333
 NV0333  NGVD 29 (??/??/92)  903.28   (m)         2963.5    (f) COMPUTED    2 0
 NV0333
 NV0333.Superseded values are not recommended for survey control.
 NV0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0333.See file dsdata.txt to determine how the superseded data were derived.
 NV0333
 NV0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH727392(NAD 83)
 NV0333_MARKER: DD = SURVEY DISK
 NV0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0333_STAMPING: B 306 1946
 NV0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0333+STABILITY: SURFACE MOTION
 NV0333
 NV0333  HISTORY     - Date     Condition        Report By
 NV0333  HISTORY     - 1946     MONUMENTED       IDPWD
 NV0333  HISTORY     - 1946     GOOD             NGS
 NV0333  HISTORY     - 19900122 MARK NOT FOUND   USPSQD
 NV0333
 NV0333                          STATION DESCRIPTION
 NV0333
 NV0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NV0333'2.35 MI S FROM HAGERMAN.
 NV0333'ALONG U.S. HIGHWAY 30, 2.35 MILES SOUTH OF POST OFFICE AT HAGERMAN, 65
 NV0333'YARDS SOUTH OF PAVED SIDE ROAD LEADING TO WENDALL, 25.2 FEET EAST OF
 NV0333'CENTER LINE OF HIGHWAY.  SET IN CONCRETE POST.
 NV0333
 NV0333                          STATION RECOVERY (1990)
 NV0333
 NV0333'RECOVERY NOTE BY US POWER SQUADRON 1990 (LGO)
 NV0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0067 ***********************************************************************
 NV0067  DESIGNATION -  B 307
 NV0067  PID         -  NV0067
 NV0067  STATE/COUNTY-  ID/JEROME
 NV0067  USGS QUAD   -  TWIN FALLS (1992)
 NV0067
 NV0067                         *CURRENT SURVEY CONTROL
 NV0067  ___________________________________________________________________
 NV0067* NAD 83(1986)-  42 36 20.     (N)    114 26 36.     (W)     SCALED    
 NV0067* NAVD 88     -      1108.658  (meters)    3637.32   (feet)  ADJUSTED  
 NV0067  ___________________________________________________________________
 NV0067  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 NV0067  DYNAMIC HT  -        1108.080 (meters)    3635.43  (feet)  COMP
 NV0067  MODELED GRAV-     980,061.3   (mgal)                       NAVD 88
 NV0067
 NV0067  VERT ORDER  -  SECOND    CLASS 0
 NV0067
 NV0067.The horizontal coordinates were scaled from a topographic map and have
 NV0067.an estimated accuracy of +/- 6 seconds.
 NV0067
 NV0067.The orthometric height was determined by differential leveling
 NV0067.and adjusted by the National Geodetic Survey in June 1991..
 NV0067
 NV0067.The geoid height was determined by GEOID03.
 NV0067
 NV0067.The dynamic height is computed by dividing the NAVD 88
 NV0067.geopotential number by the normal gravity value computed on the
 NV0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0067.degrees latitude (g = 980.6199 gals.).
 NV0067
 NV0067.The modeled gravity was interpolated from observed gravity values.
 NV0067
 NV0067;                    North         East    Units  Estimated Accuracy
 NV0067;SPC ID C     -   104,380.      463,620.      MT  (+/- 180 meters Scaled)
 NV0067
 NV0067                          SUPERSEDED SURVEY CONTROL
 NV0067
 NV0067  NGVD 29 (??/??/92) 1107.785  (m)         3634.46   (f) ADJ UNCH    2 0
 NV0067
 NV0067.Superseded values are not recommended for survey control.
 NV0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0067.See file dsdata.txt to determine how the superseded data were derived.
 NV0067
 NV0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH097201(NAD 83)
 NV0067_MARKER: DB = BENCH MARK DISK
 NV0067_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NV0067_SP_SET: UNSPEC. ROCK
 NV0067_STAMPING: B 307 1946
 NV0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0067
 NV0067  HISTORY     - Date     Condition        Report By
 NV0067  HISTORY     - 1946     MONUMENTED       CGS
 NV0067  HISTORY     - 1964     GOOD             NGS
 NV0067
 NV0067                          STATION DESCRIPTION
 NV0067
 NV0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0067'10.95 MI SE FROM JEROME.
 NV0067'TO REACH FROM POST OFFICE AT JEROME FOLLOW U.S. HIGHWAY 93 SOUTHEAST
 NV0067'9.9 MILES TO GRAVELED ROAD LEADING EAST ALONG RIM OF SNAKE RIVER
 NV0067'CANYON, FOLLOW GRAVELED ROAD EAST 0.55 MILE TO ROCKY LEDGE ON NORTH
 NV0067'SIDE OF ROAD, MARK IS SET IN SOLID ROCK AT WEST END OF LEDGE, 44 FEET
 NV0067'NORTH OF CENTER LINE OF ROAD, 2.3 FEET SOUTH OF WITNESS POST.  NOTE--
 NV0067'THE MARK IS .35 MILE EAST OF HIGHWAY 93.
 NV0067
 NV0067                          STATION RECOVERY (1964)
 NV0067
 NV0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NV0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0133 ***********************************************************************
 RA0133  DESIGNATION -  B 309
 RA0133  PID         -  RA0133
 RA0133  STATE/COUNTY-  ID/IDAHO
 RA0133  USGS QUAD   -  MOUGHMER POINT (1963)
 RA0133
 RA0133                         *CURRENT SURVEY CONTROL
 RA0133  ___________________________________________________________________
 RA0133* NAD 83(1986)-  45 54 21.     (N)    116 23 51.     (W)     SCALED    
 RA0133* NAVD 88     -       411.600  (meters)    1350.39   (feet)  ADJUSTED  
 RA0133  ___________________________________________________________________
 RA0133  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 RA0133  DYNAMIC HT  -         411.551 (meters)    1350.23  (feet)  COMP
 RA0133  MODELED GRAV-     980,484.8   (mgal)                       NAVD 88
 RA0133
 RA0133  VERT ORDER  -  SECOND    CLASS 0
 RA0133
 RA0133.The horizontal coordinates were scaled from a topographic map and have
 RA0133.an estimated accuracy of +/- 6 seconds.
 RA0133
 RA0133.The orthometric height was determined by differential leveling
 RA0133.and adjusted by the National Geodetic Survey in June 1991..
 RA0133
 RA0133.The geoid height was determined by GEOID03.
 RA0133
 RA0133.The dynamic height is computed by dividing the NAVD 88
 RA0133.geopotential number by the normal gravity value computed on the
 RA0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0133.degrees latitude (g = 980.6199 gals.).
 RA0133
 RA0133.The modeled gravity was interpolated from observed gravity values.
 RA0133
 RA0133;                    North         East    Units  Estimated Accuracy
 RA0133;SPC ID W     -   471,180.      749,760.      MT  (+/- 180 meters Scaled)
 RA0133
 RA0133                          SUPERSEDED SURVEY CONTROL
 RA0133
 RA0133  NGVD 29 (??/??/92)  410.535  (m)         1346.90   (f) ADJ UNCH    2 0
 RA0133
 RA0133.Superseded values are not recommended for survey control.
 RA0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0133.See file dsdata.txt to determine how the superseded data were derived.
 RA0133
 RA0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL467837(NAD 83)
 RA0133_MARKER: DB = BENCH MARK DISK
 RA0133_SETTING: 66 = SET IN ROCK OUTCROP
 RA0133_SP_SET: ROCK OUTCROP
 RA0133_STAMPING: B 309 1945
 RA0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0133+STABILITY: POSITION/ELEVATION WELL
 RA0133
 RA0133  HISTORY     - Date     Condition        Report By
 RA0133  HISTORY     - 1945     MONUMENTED       CGS
 RA0133
 RA0133                          STATION DESCRIPTION
 RA0133
 RA0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0133'1.1 MI SE FROM RICE CREEK.
 RA0133'ALONG COTTONWOOD-JOSEPH ROAD, 1.1 MILES SOUTHEAST (UPSTREAM) OF RICE
 RA0133'CREEK BRIDGE OVER SALMON RIVER, AT POINT WHERE GRAVE CREEK EMPTIES
 RA0133'INTO SALMON RIVER, 0.1 MILE SOUTH OF WOODEN BRIDGE OVER GRAVE CREEK,
 RA0133'146.0 FOOT SOUTH OF CENTERLINE OF COTTONWOOD-JOSEPH ROAD, 52.0 FEET
 RA0133'SOUTHEAST OF SOUTHEAST CORNER OF A SMALL FRAME DWELLING, 29.0 FEET
 RA0133'WEST OF MOST WESTERLY TREE OF A GROUP OF HACKBERRY TREES AT THE TOP OF
 RA0133'THE WEST BANK OF GRAVE CREEK, 4.0 FEET SOUTHEAST OF REFERENCE POST,
 RA0133'SET IN TOP OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0567 ***********************************************************************
 OZ0567  DESIGNATION -  B 31
 OZ0567  PID         -  OZ0567
 OZ0567  STATE/COUNTY-  ID/ELMORE
 OZ0567  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0567
 OZ0567                         *CURRENT SURVEY CONTROL
 OZ0567  ___________________________________________________________________
 OZ0567* NAD 83(1986)-  43 06 57.     (N)    115 43 01.     (W)     SCALED    
 OZ0567* NAVD 88     -       957.309  (meters)    3140.77   (feet)  ADJUSTED  
 OZ0567  ___________________________________________________________________
 OZ0567  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 OZ0567  DYNAMIC HT  -         956.907 (meters)    3139.45  (feet)  COMP
 OZ0567  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 OZ0567
 OZ0567  VERT ORDER  -  FIRST     CLASS II
 OZ0567
 OZ0567.The horizontal coordinates were scaled from a topographic map and have
 OZ0567.an estimated accuracy of +/- 6 seconds.
 OZ0567
 OZ0567.The orthometric height was determined by differential leveling
 OZ0567.and adjusted by the National Geodetic Survey in June 1991..
 OZ0567
 OZ0567.The geoid height was determined by GEOID03.
 OZ0567
 OZ0567.The dynamic height is computed by dividing the NAVD 88
 OZ0567.geopotential number by the normal gravity value computed on the
 OZ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0567.degrees latitude (g = 980.6199 gals.).
 OZ0567
 OZ0567.The modeled gravity was interpolated from observed gravity values.
 OZ0567
 OZ0567;                    North         East    Units  Estimated Accuracy
 OZ0567;SPC ID W     -   160,970.      802,690.      MT  (+/- 180 meters Scaled)
 OZ0567
 OZ0567                          SUPERSEDED SURVEY CONTROL
 OZ0567
 OZ0567  NGVD 29 (??/??/92)  956.448  (m)         3137.95   (f) ADJ UNCH    1 2
 OZ0567
 OZ0567.Superseded values are not recommended for survey control.
 OZ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0567.See file dsdata.txt to determine how the superseded data were derived.
 OZ0567
 OZ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH043744(NAD 83)
 OZ0567_MARKER: DB = BENCH MARK DISK
 OZ0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0567_STAMPING: B 31 1934
 OZ0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0567+STABILITY: SURFACE MOTION
 OZ0567
 OZ0567  HISTORY     - Date     Condition        Report By
 OZ0567  HISTORY     - 1934     MONUMENTED       CGS
 OZ0567  HISTORY     - 1955     GOOD             NGS
 OZ0567
 OZ0567                          STATION DESCRIPTION
 OZ0567
 OZ0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0567'2.3 MI S FROM MOUNTAIN HOME.
 OZ0567'2.3 MILES SOUTH ALONG THE ROAD TO BRUNEAU FROM THE COUNTY COURTHOUSE
 OZ0567'AT MOUNTAIN HOME, ELMORE COUNTY, 0.7 MILE SOUTH OF THE AIRPORT, 0.2
 OZ0567'MILE SOUTHWEST OF AN IRRIGATION DITCH, 25 FEET NORTHWEST OF THE
 OZ0567'CENTERLINE OF THE ROAD, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 OZ0567'DISK, STAMPED B 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0108 ***********************************************************************
 RA0108  DESIGNATION -  B 310
 RA0108  PID         -  RA0108
 RA0108  STATE/COUNTY-  ID/IDAHO
 RA0108  USGS QUAD   -  GRAVE POINT (1963)
 RA0108
 RA0108                         *CURRENT SURVEY CONTROL
 RA0108  ___________________________________________________________________
 RA0108* NAD 83(1986)-  45 39 58.     (N)    116 23 30.     (W)     SCALED    
 RA0108* NAVD 88     -      1295.103  (meters)    4249.02   (feet)  ADJUSTED  
 RA0108  ___________________________________________________________________
 RA0108  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 RA0108  DYNAMIC HT  -        1294.791 (meters)    4247.99  (feet)  COMP
 RA0108  MODELED GRAV-     980,328.6   (mgal)                       NAVD 88
 RA0108
 RA0108  VERT ORDER  -  SECOND    CLASS 0
 RA0108
 RA0108.The horizontal coordinates were scaled from a topographic map and have
 RA0108.an estimated accuracy of +/- 6 seconds.
 RA0108
 RA0108.The orthometric height was determined by differential leveling
 RA0108.and adjusted by the National Geodetic Survey in June 1991..
 RA0108
 RA0108.The geoid height was determined by GEOID03.
 RA0108
 RA0108.The dynamic height is computed by dividing the NAVD 88
 RA0108.geopotential number by the normal gravity value computed on the
 RA0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0108.degrees latitude (g = 980.6199 gals.).
 RA0108
 RA0108.The modeled gravity was interpolated from observed gravity values.
 RA0108
 RA0108;                    North         East    Units  Estimated Accuracy
 RA0108;SPC ID W     -   444,530.      750,000.      MT  (+/- 180 meters Scaled)
 RA0108
 RA0108                          SUPERSEDED SURVEY CONTROL
 RA0108
 RA0108  NGVD 29 (??/??/92) 1294.013  (m)         4245.44   (f) ADJ UNCH    2 0
 RA0108
 RA0108.Superseded values are not recommended for survey control.
 RA0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0108.See file dsdata.txt to determine how the superseded data were derived.
 RA0108
 RA0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL473571(NAD 83)
 RA0108_MARKER: DB = BENCH MARK DISK
 RA0108_SETTING: 80 = SET IN A BOULDER
 RA0108_SP_SET: BOULDER
 RA0108_STAMPING: B 310 1945
 RA0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0108+STABILITY: SURFACE MOTION
 RA0108
 RA0108  HISTORY     - Date     Condition        Report By
 RA0108  HISTORY     - 1945     MONUMENTED       CGS
 RA0108  HISTORY     - 1969     GOOD             NGS
 RA0108
 RA0108                          STATION DESCRIPTION
 RA0108
 RA0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 RA0108'12.6 MI SW FROM WHITE BIRD.
 RA0108'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE WHITE BIRD POST OFFICE,
 RA0108'THENCE ACROSS THE SALMON RIVER AND SOUTHWEST ALONG THE PITTSBURG
 RA0108'LANDING ROAD FOR 10.9 MILES TO THE BENCH MARK ON THE RIGHT, 0.65 MILE
 RA0108'WEST OF A CATTLE GUARD AT THE ENTRANCE TO NEZPERCE NATIONAL FOREST,
 RA0108'0.2 MILE EAST OF THE SUMMIT OF THE RIDGE BETWEEN THE SNAKE AND THE
 RA0108'SALMON RIVERS, 0.05 MILE EAST OF THE FIRST RAVINE EAST OF THE SUMMIT,
 RA0108'200 FEET SOUTHEAST OF A WATERING TANK AT A SPRING, 39 FEET NORTHWEST
 RA0108'OF THE NORTHWEST END OF A METAL CULVERT UNDER THE ROAD, 37 FEET NORTH
 RA0108'OF THE CENTER OF THE ROAD, 3 FEET EAST OF A METAL WITNESS POST, AND 16
 RA0108'FEET HIGHER THAN THE ROAD CEMENTED IN A 1 1/2 BY 3 FOOT BOULDER THAT
 RA0108'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0356 ***********************************************************************
 QZ0356  DESIGNATION -  B 311
 QZ0356  PID         -  QZ0356
 QZ0356  STATE/COUNTY-  ID/IDAHO
 QZ0356  USGS QUAD   -  CAREY DOME (1995)
 QZ0356
 QZ0356                         *CURRENT SURVEY CONTROL
 QZ0356  ___________________________________________________________________
 QZ0356* NAD 83(1986)-  45 27 31.     (N)    115 54 24.     (W)     SCALED    
 QZ0356* NAVD 88     -       608.955  (meters)    1997.88   (feet)  ADJUSTED  
 QZ0356  ___________________________________________________________________
 QZ0356  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 QZ0356  DYNAMIC HT  -         608.669 (meters)    1996.94  (feet)  COMP
 QZ0356  MODELED GRAV-     980,133.6   (mgal)                       NAVD 88
 QZ0356
 QZ0356  VERT ORDER  -  SECOND    CLASS 0
 QZ0356
 QZ0356.The horizontal coordinates were scaled from a topographic map and have
 QZ0356.an estimated accuracy of +/- 6 seconds.
 QZ0356
 QZ0356.The orthometric height was determined by differential leveling
 QZ0356.and adjusted by the National Geodetic Survey in June 1991..
 QZ0356
 QZ0356.The geoid height was determined by GEOID03.
 QZ0356
 QZ0356.The dynamic height is computed by dividing the NAVD 88
 QZ0356.geopotential number by the normal gravity value computed on the
 QZ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0356.degrees latitude (g = 980.6199 gals.).
 QZ0356
 QZ0356.The modeled gravity was interpolated from observed gravity values.
 QZ0356
 QZ0356;                    North         East    Units  Estimated Accuracy
 QZ0356;SPC ID W     -   421,280.      787,750.      MT  (+/- 180 meters Scaled)
 QZ0356
 QZ0356                          SUPERSEDED SURVEY CONTROL
 QZ0356
 QZ0356  NGVD 29 (??/??/92)  607.722  (m)         1993.83   (f) ADJ UNCH    2 0
 QZ0356
 QZ0356.Superseded values are not recommended for survey control.
 QZ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0356.See file dsdata.txt to determine how the superseded data were derived.
 QZ0356
 QZ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL854344(NAD 83)
 QZ0356_MARKER: DB = BENCH MARK DISK
 QZ0356_SETTING: 80 = SET IN A BOULDER
 QZ0356_SP_SET: BOULDER
 QZ0356_STAMPING: B 311 1945
 QZ0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0356+STABILITY: SURFACE MOTION
 QZ0356
 QZ0356  HISTORY     - Date     Condition        Report By
 QZ0356  HISTORY     - 1945     MONUMENTED       CGS
 QZ0356
 QZ0356                          STATION DESCRIPTION
 QZ0356
 QZ0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0356'6.9 MI E FROM FRENCH CREEK.
 QZ0356'ALONG SALMON RIVER ROAD, 6.9 MILES EAST OF POST OFFICE AT FRENCH
 QZ0356'CREEK, AT END OF ROAD AND STARTING POINT OF A TRAIL, 27.0 FEET SOUTH
 QZ0356'OF CENTERLINE OF ROAD, 16.5 FEET NORTHWEST OF A 1 1/2 FOOT FIR TREE,
 QZ0356'SET IN THE TOP OF THE BOTTOM BOULDER OF A PILE OF LARGE BOULDERS IN
 QZ0356'THE CENTER OF THE MOUTH OF A ROCKY RAVINE AND ABOUT 1 FOOT ABOVE THE
 QZ0356'ROAD.  AN IRON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0184 ***********************************************************************
 QZ0184  DESIGNATION -  B 312
 QZ0184  PID         -  QZ0184
 QZ0184  STATE/COUNTY-  ID/IDAHO
 QZ0184  USGS QUAD   -  MAGRUDER MTN (1991)
 QZ0184
 QZ0184                         *CURRENT SURVEY CONTROL
 QZ0184  ___________________________________________________________________
 QZ0184* NAD 83(1986)-  45 42 29.     (N)    114 46 06.     (W)     SCALED    
 QZ0184* NAVD 88     -      1536.384  (meters)    5040.62   (feet)  ADJUSTED  
 QZ0184  ___________________________________________________________________
 QZ0184  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 QZ0184  DYNAMIC HT  -        1535.815 (meters)    5038.75  (feet)  COMP
 QZ0184  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 QZ0184
 QZ0184  VERT ORDER  -  FIRST     CLASS II
 QZ0184
 QZ0184.The horizontal coordinates were scaled from a topographic map and have
 QZ0184.an estimated accuracy of +/- 6 seconds.
 QZ0184
 QZ0184.The orthometric height was determined by differential leveling
 QZ0184.and adjusted by the National Geodetic Survey in June 1991..
 QZ0184
 QZ0184.The geoid height was determined by GEOID03.
 QZ0184
 QZ0184.The dynamic height is computed by dividing the NAVD 88
 QZ0184.geopotential number by the normal gravity value computed on the
 QZ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0184.degrees latitude (g = 980.6199 gals.).
 QZ0184
 QZ0184.The modeled gravity was interpolated from observed gravity values.
 QZ0184
 QZ0184;                    North         East    Units  Estimated Accuracy
 QZ0184;SPC ID W     -   449,460.      876,440.      MT  (+/- 180 meters Scaled)
 QZ0184
 QZ0184                          SUPERSEDED SURVEY CONTROL
 QZ0184
 QZ0184  NGVD 29 (??/??/92) 1535.208  (m)         5036.76   (f) ADJ UNCH    1 2
 QZ0184
 QZ0184.Superseded values are not recommended for survey control.
 QZ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0184.See file dsdata.txt to determine how the superseded data were derived.
 QZ0184
 QZ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL737640(NAD 83)
 QZ0184_MARKER: DB = BENCH MARK DISK
 QZ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0184_STAMPING: B 312 1945
 QZ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0184+STABILITY: SURFACE MOTION
 QZ0184
 QZ0184  HISTORY     - Date     Condition        Report By
 QZ0184  HISTORY     - 1945     MONUMENTED       CGS
 QZ0184  HISTORY     - 1974     GOOD             USGS
 QZ0184
 QZ0184                          STATION DESCRIPTION
 QZ0184
 QZ0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0184'47.75 MI SW FROM CONNER, MT.
 QZ0184'ALONG CONNER - GRANGEVILLE ROAD, 47.75 MILES SOUTHWEST OF THE POST
 QZ0184'OFFICE AT CONNER, 3.05 MILES SOUTHWEST OF BRIDGE OVER SELWAY RIVER, AT
 QZ0184'TRAIL NO. 59 WHICH LEADS TO HAYSTACK MOUNTAIN, 81.0 FEET NORTH OF
 QZ0184'CENTER OF HORSE SHOE CURVE AT CENTER OF DEEP RAVINE, 40.0 FEET EAST OF
 QZ0184'CENTERLINE OF ROAD, 5.0 FEET EAST OF REFERENCE POST, SET IN TOP OF
 QZ0184'CONCRETE POST MIDWAY BETWEEN TWO LARGE PINE TREES AND ABOUT 5-FEET
 QZ0184'ABOVE ROAD.  MONUMENT PROJECTS 0.4 FOOT ABOVE GROUND.  A BRONZE DISK.
 QZ0184
 QZ0184                          STATION RECOVERY (1974)
 QZ0184
 QZ0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0184'ALONG NEZ PERCE TRAIL ROAD, 70.25 MILES EAST OF POST OFFICE AT ELK
 QZ0184'CITY, IDAHO, 3.15 MILES WEST OF BRIDGE OVER SELWAY RIVER, 83 FEET NE
 QZ0184'OF CENTERLINE ROAD AT CULVERT OVER LOST ELK CREEK, 42 FEET NE OF
 QZ0184'CENTERLINE ROAD AND 6 FEET ABOVE ROAD LEVEL, SET IN THE TOP OF A
 QZ0184'CONCRETE POST WHICH PROJECTS ABOUT 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0215 ***********************************************************************
 QZ0215  DESIGNATION -  B 313
 QZ0215  PID         -  QZ0215
 QZ0215  STATE/COUNTY-  ID/IDAHO
 QZ0215  USGS QUAD   -  SABE MTN (1991)
 QZ0215
 QZ0215                         *CURRENT SURVEY CONTROL
 QZ0215  ___________________________________________________________________
 QZ0215* NAD 83(1986)-  45 40 26.     (N)    114 58 42.     (W)     SCALED    
 QZ0215* NAVD 88     -      2309.356  (meters)    7576.61   (feet)  ADJUSTED  
 QZ0215  ___________________________________________________________________
 QZ0215  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 QZ0215  DYNAMIC HT  -        2308.267 (meters)    7573.04  (feet)  COMP
 QZ0215  MODELED GRAV-     980,059.5   (mgal)                       NAVD 88
 QZ0215
 QZ0215  VERT ORDER  -  FIRST     CLASS II
 QZ0215
 QZ0215.The horizontal coordinates were scaled from a topographic map and have
 QZ0215.an estimated accuracy of +/- 6 seconds.
 QZ0215
 QZ0215.The orthometric height was determined by differential leveling
 QZ0215.and adjusted by the National Geodetic Survey in June 1991..
 QZ0215
 QZ0215.The geoid height was determined by GEOID03.
 QZ0215
 QZ0215.The dynamic height is computed by dividing the NAVD 88
 QZ0215.geopotential number by the normal gravity value computed on the
 QZ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0215.degrees latitude (g = 980.6199 gals.).
 QZ0215
 QZ0215.The modeled gravity was interpolated from observed gravity values.
 QZ0215
 QZ0215;                    North         East    Units  Estimated Accuracy
 QZ0215;SPC ID W     -   445,490.      860,120.      MT  (+/- 180 meters Scaled)
 QZ0215
 QZ0215                          SUPERSEDED SURVEY CONTROL
 QZ0215
 QZ0215  NGVD 29 (??/??/92) 2308.047  (m)         7572.32   (f) ADJ UNCH    1 2
 QZ0215
 QZ0215.Superseded values are not recommended for survey control.
 QZ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0215.See file dsdata.txt to determine how the superseded data were derived.
 QZ0215
 QZ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL574598(NAD 83)
 QZ0215_MARKER: DB = BENCH MARK DISK
 QZ0215_SETTING: 80 = SET IN A BOULDER
 QZ0215_SP_SET: BOULDER
 QZ0215_STAMPING: B 313 1945
 QZ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0215+STABILITY: SURFACE MOTION
 QZ0215
 QZ0215  HISTORY     - Date     Condition        Report By
 QZ0215  HISTORY     - 1945     MONUMENTED       CGS
 QZ0215  HISTORY     - 1946     GOOD             NGS
 QZ0215  HISTORY     - 1974     GOOD             USGS
 QZ0215
 QZ0215                          STATION DESCRIPTION
 QZ0215
 QZ0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QZ0215'45.0 MI E FROM ELK CITY.
 QZ0215'ABOUT 45.0 MILES EAST ALONG THE CONNER-GRANGEVILLE ROAD FROM THE POST
 QZ0215'OFFICE AT ELK CITY, 7.9 MILES EAST OF THE BARGAMIN CREEK BRIDGE, 0.75
 QZ0215'MILE EAST OF A SMALL CAMP GROUND AT THE TOP OF A HILL, 88 FEET WEST OF
 QZ0215'AND ACROSS THE ROAD FROM A GAME PRESERVE BOUNDARY MARKER, 18.5 FEET
 QZ0215'NORTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET NORTH OF A WITNESS
 QZ0215'POST, AND SET IN THE TOP OF AN EMBEDDED GRANITE BOULDER ABOUT 8 FEET
 QZ0215'ABOVE THE ROAD.
 QZ0215
 QZ0215                          STATION RECOVERY (1974)
 QZ0215
 QZ0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0215'ALONG NEZ PERCE TRAIL ROAD, 46.05 MILES EAST OF POST OFFICE AT ELK
 QZ0215'CITY, IDAHO, 0.85 MILE EAST OF DRY SADDLE, AT A SLIGHT BEND IN A
 QZ0215'FAIRLY STRAIGHT STRETCH OF ROAD, 18 FEET NORTH OF CENTERLINE ROAD AND
 QZ0215'ABOUT 8 FEET ABOVE ROAD LEVEL, SET IN THE TOP OF A 5 X 3 FOOT BOULDER
 QZ0215'WHICH PROJECTS ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0490 ***********************************************************************
 QZ0490  DESIGNATION -  B 314
 QZ0490  PID         -  QZ0490
 QZ0490  STATE/COUNTY-  ID/IDAHO
 QZ0490  USGS QUAD   -  GOLDEN (1995)
 QZ0490
 QZ0490                         *CURRENT SURVEY CONTROL
 QZ0490  ___________________________________________________________________
 QZ0490* NAD 83(1986)-  45 48 49.     (N)    115 37 57.     (W)     SCALED    
 QZ0490* NAVD 88     -      1099.698  (meters)    3607.93   (feet)  ADJUSTED  
 QZ0490  ___________________________________________________________________
 QZ0490  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 QZ0490  DYNAMIC HT  -        1099.401 (meters)    3606.95  (feet)  COMP
 QZ0490  MODELED GRAV-     980,308.3   (mgal)                       NAVD 88
 QZ0490
 QZ0490  VERT ORDER  -  FIRST     CLASS II
 QZ0490
 QZ0490.The horizontal coordinates were scaled from a topographic map and have
 QZ0490.an estimated accuracy of +/- 6 seconds.
 QZ0490
 QZ0490.The orthometric height was determined by differential leveling
 QZ0490.and adjusted by the National Geodetic Survey in June 1991..
 QZ0490
 QZ0490.The geoid height was determined by GEOID03.
 QZ0490
 QZ0490.The dynamic height is computed by dividing the NAVD 88
 QZ0490.geopotential number by the normal gravity value computed on the
 QZ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0490.degrees latitude (g = 980.6199 gals.).
 QZ0490
 QZ0490.The modeled gravity was interpolated from observed gravity values.
 QZ0490
 QZ0490;                    North         East    Units  Estimated Accuracy
 QZ0490;SPC ID W     -   460,730.      809,130.      MT  (+/- 180 meters Scaled)
 QZ0490
 QZ0490                          SUPERSEDED SURVEY CONTROL
 QZ0490
 QZ0490  NGVD 29 (??/??/92) 1098.615  (m)         3604.37   (f) ADJ UNCH    1 2
 QZ0490
 QZ0490.Superseded values are not recommended for survey control.
 QZ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0490.See file dsdata.txt to determine how the superseded data were derived.
 QZ0490
 QZ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL062742(NAD 83)
 QZ0490_MARKER: DB = BENCH MARK DISK
 QZ0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QZ0490_SP_SET: ABUTMENT
 QZ0490_STAMPING: B 314 1945
 QZ0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QZ0490
 QZ0490  HISTORY     - Date     Condition        Report By
 QZ0490  HISTORY     - 1945     MONUMENTED       CGS
 QZ0490
 QZ0490                          STATION DESCRIPTION
 QZ0490
 QZ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0490'15.1 MI W FROM ELK CITY.
 QZ0490'ALONG CONNER - GRANGEVILLE ROAD, 15.1 MILES WEST OF THE POST OFFICE AT
 QZ0490'ELK CITY, AT STEEL BRIDGE OVER SOUTH FORK OF CLEARWATER RIVER FOR ROAD
 QZ0490'LEADING TO SOURDOUGH LOOKOUT, SET IN TOP OF THE WEST END OF THE SOUTH
 QZ0490'CONCRETE ABUTMENT FOR BRIDGE, ABOUT THE SAME ELEVATION AS THE TOP OF
 QZ0490'THE BRIDGE FLOOR.  A BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0332 ***********************************************************************
 RA0332  DESIGNATION -  B 315
 RA0332  PID         -  RA0332
 RA0332  STATE/COUNTY-  ID/ADAMS
 RA0332  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA0332
 RA0332                         *CURRENT SURVEY CONTROL
 RA0332  ___________________________________________________________________
 RA0332* NAD 83(1986)-  45 16 00.     (N)    116 41 12.     (W)     SCALED    
 RA0332* NAVD 88     -       447.219  (meters)    1467.25   (feet)  ADJUSTED  
 RA0332  ___________________________________________________________________
 RA0332  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 RA0332  DYNAMIC HT  -         447.056 (meters)    1466.72  (feet)  COMP
 RA0332  MODELED GRAV-     980,243.3   (mgal)                       NAVD 88
 RA0332
 RA0332  VERT ORDER  -  SECOND    CLASS 0
 RA0332
 RA0332.The horizontal coordinates were scaled from a topographic map and have
 RA0332.an estimated accuracy of +/- 6 seconds.
 RA0332
 RA0332.The orthometric height was determined by differential leveling
 RA0332.and adjusted by the National Geodetic Survey in June 1991..
 RA0332
 RA0332.The geoid height was determined by GEOID03.
 RA0332
 RA0332.The dynamic height is computed by dividing the NAVD 88
 RA0332.geopotential number by the normal gravity value computed on the
 RA0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0332.degrees latitude (g = 980.6199 gals.).
 RA0332
 RA0332.The modeled gravity was interpolated from observed gravity values.
 RA0332
 RA0332;                    North         East    Units  Estimated Accuracy
 RA0332;SPC ID W     -   400,370.      726,500.      MT  (+/- 180 meters Scaled)
 RA0332
 RA0332                          SUPERSEDED SURVEY CONTROL
 RA0332
 RA0332  NGVD 29 (??/??/92)  446.091  (m)         1463.55   (f) ADJ UNCH    2 0
 RA0332
 RA0332.Superseded values are not recommended for survey control.
 RA0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0332.See file dsdata.txt to determine how the superseded data were derived.
 RA0332
 RA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL245126(NAD 83)
 RA0332_MARKER: DB = BENCH MARK DISK
 RA0332_SETTING: 80 = SET IN A BOULDER
 RA0332_SP_SET: BOULDER
 RA0332_STAMPING: B 315 1946
 RA0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0332+STABILITY: SURFACE MOTION
 RA0332
 RA0332  HISTORY     - Date     Condition        Report By
 RA0332  HISTORY     - 1946     MONUMENTED       CGS
 RA0332
 RA0332                          STATION DESCRIPTION
 RA0332
 RA0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0332'20.45 MI N FROM HOMESTEAD, OR.
 RA0332'ABOUT 20.45 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0332'EAST BANK OF THE RIVER, 4.1 MILES NORTH OF EAGLE BAR, DIRECTLY ACROSS
 RA0332'THE RIVER FROM A VERY HIGH AND SHARP CLIFF, AT THE SOUTH END OF A SAND
 RA0332'BAR, AT THE SOUTH END OF A POINT WHERE THE RIVER IS VERY NARROW, A
 RA0332'STANDARD DISK SET IN TOP OF A ROCK BOULDER WHICH IS LOCATED ABOUT AT
 RA0332'HIGH WATER LEVEL AND PROJECTS 4 FEET ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0103 ***********************************************************************
 QZ0103  DESIGNATION -  B 316
 QZ0103  PID         -  QZ0103
 QZ0103  STATE/COUNTY-  ID/LEMHI
 QZ0103  USGS QUAD   -  SQUARE TOP (1962)
 QZ0103
 QZ0103                         *CURRENT SURVEY CONTROL
 QZ0103  ___________________________________________________________________
 QZ0103* NAD 83(1986)-  45 23 35.     (N)    114 42 49.     (W)     SCALED    
 QZ0103* NAVD 88     -       880.779  (meters)    2889.69   (feet)  ADJUSTED  
 QZ0103  ___________________________________________________________________
 QZ0103  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 QZ0103  DYNAMIC HT  -         880.347 (meters)    2888.27  (feet)  COMP
 QZ0103  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 QZ0103
 QZ0103  VERT ORDER  -  SECOND    CLASS 0
 QZ0103
 QZ0103.The horizontal coordinates were scaled from a topographic map and have
 QZ0103.an estimated accuracy of +/- 6 seconds.
 QZ0103
 QZ0103.The orthometric height was determined by differential leveling
 QZ0103.and adjusted by the National Geodetic Survey in June 1991..
 QZ0103
 QZ0103.The geoid height was determined by GEOID03.
 QZ0103
 QZ0103.The dynamic height is computed by dividing the NAVD 88
 QZ0103.geopotential number by the normal gravity value computed on the
 QZ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0103.degrees latitude (g = 980.6199 gals.).
 QZ0103
 QZ0103.The modeled gravity was interpolated from observed gravity values.
 QZ0103
 QZ0103;                    North         East    Units  Estimated Accuracy
 QZ0103;SPC ID C     -   414,240.      444,120.      MT  (+/- 180 meters Scaled)
 QZ0103
 QZ0103                          SUPERSEDED SURVEY CONTROL
 QZ0103
 QZ0103  NGVD 29 (??/??/92)  879.492  (m)         2885.47   (f) ADJ UNCH    2 0
 QZ0103
 QZ0103.Superseded values are not recommended for survey control.
 QZ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0103.See file dsdata.txt to determine how the superseded data were derived.
 QZ0103
 QZ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL789291(NAD 83)
 QZ0103_MARKER: DB = BENCH MARK DISK
 QZ0103_SETTING: 80 = SET IN A BOULDER
 QZ0103_SP_SET: BOULDER
 QZ0103_STAMPING: B 316 1945
 QZ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0103+STABILITY: SURFACE MOTION
 QZ0103
 QZ0103  HISTORY     - Date     Condition        Report By
 QZ0103  HISTORY     - 1945     MONUMENTED       CGS
 QZ0103
 QZ0103                          STATION DESCRIPTION
 QZ0103
 QZ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0103'30.2 MI W FROM SHOUP.
 QZ0103'30.2 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE NORTHERLY SIDE OF
 QZ0103'THE SALMON RIVER, SET IN TOP OF BOULDER BETWEEN RIVER AND TRAIL, ON
 QZ0103'SOUTHWEST SLOPE OF HILL, ABOUT 400 FEET NORTH OF LARGE BLACK BOULDER
 QZ0103'ON SOUTHERLY SIDE OF RIVER, ABOUT 20 FEET SOUTHWEST OF TRAIL AND ABOUT
 QZ0103'9 FEET SOUTH OF PIPE WITH PAINTED TRIANGULAR BLAZE ON SOUTHWEST SIDE.
 QZ0103'BRONZE BENCH MARK DISK SET IN TOP OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0274 ***********************************************************************
 QZ0274  DESIGNATION -  B 317
 QZ0274  PID         -  QZ0274
 QZ0274  STATE/COUNTY-  ID/IDAHO
 QZ0274  USGS QUAD   -  SHEEP HILL (1995)
 QZ0274
 QZ0274                         *CURRENT SURVEY CONTROL
 QZ0274  ___________________________________________________________________
 QZ0274* NAD 83(1986)-  45 30 46.     (N)    115 02 43.     (W)     SCALED    
 QZ0274* NAVD 88     -       803.180  (meters)    2635.10   (feet)  ADJUSTED  
 QZ0274  ___________________________________________________________________
 QZ0274  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 QZ0274  DYNAMIC HT  -         802.685 (meters)    2633.48  (feet)  COMP
 QZ0274  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 QZ0274
 QZ0274  VERT ORDER  -  SECOND    CLASS 0
 QZ0274
 QZ0274.The horizontal coordinates were scaled from a topographic map and have
 QZ0274.an estimated accuracy of +/- 6 seconds.
 QZ0274
 QZ0274.The orthometric height was determined by differential leveling
 QZ0274.and adjusted by the National Geodetic Survey in June 1991..
 QZ0274
 QZ0274.The geoid height was determined by GEOID03.
 QZ0274
 QZ0274.The dynamic height is computed by dividing the NAVD 88
 QZ0274.geopotential number by the normal gravity value computed on the
 QZ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0274.degrees latitude (g = 980.6199 gals.).
 QZ0274
 QZ0274.The modeled gravity was interpolated from observed gravity values.
 QZ0274
 QZ0274;                    North         East    Units  Estimated Accuracy
 QZ0274;SPC ID W     -   427,530.      855,060.      MT  (+/- 180 meters Scaled)
 QZ0274
 QZ0274                          SUPERSEDED SURVEY CONTROL
 QZ0274
 QZ0274  NGVD 29 (??/??/92)  801.762  (m)         2630.45   (f) ADJ UNCH    2 0
 QZ0274
 QZ0274.Superseded values are not recommended for survey control.
 QZ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0274.See file dsdata.txt to determine how the superseded data were derived.
 QZ0274
 QZ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL526417(NAD 83)
 QZ0274_MARKER: DB = BENCH MARK DISK
 QZ0274_SETTING: 80 = SET IN A BOULDER
 QZ0274_SP_SET: BOULDER
 QZ0274_STAMPING: B 317 1945
 QZ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0274+STABILITY: SURFACE MOTION
 QZ0274
 QZ0274  HISTORY     - Date     Condition        Report By
 QZ0274  HISTORY     - 1945     MONUMENTED       CGS
 QZ0274
 QZ0274                          STATION DESCRIPTION
 QZ0274
 QZ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0274'51.6 MI W FROM SHOUP.
 QZ0274'51.6 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE SOUTHERLY SIDE OF
 QZ0274'THE SALMON RIVER, SET IN TOP OF BOULDER, ABOUT 0.2 MILES DOWN STREAM
 QZ0274'FROM THE MOUTH OF THE HOT SPRINGS, ON SOUTH SIDE OF RIVER FROM THE
 QZ0274'MOST EASTERLY OF TWO LARGE BOULDERS, AND ABOUT LEVEL WITH HIGH WATER
 QZ0274'LINE.  BRONZE BENCH MARK DISK.  BRONZE DISK SET IN TOP OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0325 ***********************************************************************
 QZ0325  DESIGNATION -  B 318
 QZ0325  PID         -  QZ0325
 QZ0325  STATE/COUNTY-  ID/IDAHO
 QZ0325  USGS QUAD   -  FIVEMILE BAR (1995)
 QZ0325
 QZ0325                         *CURRENT SURVEY CONTROL
 QZ0325  ___________________________________________________________________
 QZ0325* NAD 83(1986)-  45 25 44.     (N)    115 27 38.     (W)     SCALED    
 QZ0325* NAVD 88     -       678.808  (meters)    2227.06   (feet)  ADJUSTED  
 QZ0325  ___________________________________________________________________
 QZ0325  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 QZ0325  DYNAMIC HT  -         678.418 (meters)    2225.78  (feet)  COMP
 QZ0325  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 QZ0325
 QZ0325  VERT ORDER  -  SECOND    CLASS 0
 QZ0325
 QZ0325.The horizontal coordinates were scaled from a topographic map and have
 QZ0325.an estimated accuracy of +/- 6 seconds.
 QZ0325
 QZ0325.The orthometric height was determined by differential leveling
 QZ0325.and adjusted by the National Geodetic Survey in June 1991..
 QZ0325
 QZ0325.The geoid height was determined by GEOID03.
 QZ0325
 QZ0325.The dynamic height is computed by dividing the NAVD 88
 QZ0325.geopotential number by the normal gravity value computed on the
 QZ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0325.degrees latitude (g = 980.6199 gals.).
 QZ0325
 QZ0325.The modeled gravity was interpolated from observed gravity values.
 QZ0325
 QZ0325;                    North         East    Units  Estimated Accuracy
 QZ0325;SPC ID W     -   418,010.      822,650.      MT  (+/- 180 meters Scaled)
 QZ0325
 QZ0325                          SUPERSEDED SURVEY CONTROL
 QZ0325
 QZ0325  NGVD 29 (??/??/92)  677.455  (m)         2222.62   (f) ADJ UNCH    2 0
 QZ0325
 QZ0325.Superseded values are not recommended for survey control.
 QZ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0325.See file dsdata.txt to determine how the superseded data were derived.
 QZ0325
 QZ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL204317(NAD 83)
 QZ0325_MARKER: DB = BENCH MARK DISK
 QZ0325_SETTING: 80 = SET IN A BOULDER
 QZ0325_SP_SET: BOULDER
 QZ0325_STAMPING: B 318 1945
 QZ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0325+STABILITY: SURFACE MOTION
 QZ0325
 QZ0325  HISTORY     - Date     Condition        Report By
 QZ0325  HISTORY     - 1945     MONUMENTED       CGS
 QZ0325  HISTORY     - 1974     GOOD             USGS
 QZ0325
 QZ0325                          STATION DESCRIPTION
 QZ0325
 QZ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0325'34.3 MI E FROM FRENCH CREEK.
 QZ0325'34.3 MILES EAST OF FRENCH CREEK, ON THE NORTHERLY SIDE OF THE SALMON
 QZ0325'RIVER, SET IN TOP OF BOULDER, BETWEEN RIVER AND TRAIL, JUST NORTHEAST
 QZ0325'OF NORTHEAST END OF SAND BAR, ABOUT 30 FEET EAST OF PINE TREE WITH
 QZ0325'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE, AND JUST ABOUT LEVEL WITH HIGH
 QZ0325'WATER LINE.  BRONZE BENCH MARK DISK SET IN TOP OF BOULDER.
 QZ0325
 QZ0325                          STATION RECOVERY (1974)
 QZ0325
 QZ0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0325'FRENCH CREEK 34.3 MILES EAST ALONG SALMON RIVER, AND ON THE NORTHERLY
 QZ0325'SIDE. OF. ABOUT 400 FEET SOUTHWEST OF MOUTH TEPEE CREEK, 110 FEET
 QZ0325'EAST-SOUTHEAST OF LONE GRAVE (SIGN JACK RANGER), 95 FEET
 QZ0325'EAST-SOUTHEAST OF TRAIL. A STANDARD DISK SET INTOP OF BOULDER ABOUT
 QZ0325'LEVEL WITH HIGH WATER LINE. STAMPED B 318 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0469 ***********************************************************************
 RA0469  DESIGNATION -  B 319
 RA0469  PID         -  RA0469
 RA0469  STATE/COUNTY-  ID/IDAHO
 RA0469  USGS QUAD   -  MOUGHMER POINT (1963)
 RA0469
 RA0469                         *CURRENT SURVEY CONTROL
 RA0469  ___________________________________________________________________
 RA0469* NAD 83(1986)-  45 57 30.     (N)    116 26 34.     (W)     SCALED    
 RA0469* NAVD 88     -       378.007  (meters)    1240.18   (feet)  ADJUSTED  
 RA0469  ___________________________________________________________________
 RA0469  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 RA0469  DYNAMIC HT  -         377.933 (meters)    1239.94  (feet)  COMP
 RA0469  MODELED GRAV-     980,410.6   (mgal)                       NAVD 88
 RA0469
 RA0469  VERT ORDER  -  SECOND    CLASS 0
 RA0469
 RA0469.The horizontal coordinates were scaled from a topographic map and have
 RA0469.an estimated accuracy of +/- 6 seconds.
 RA0469
 RA0469.The orthometric height was determined by differential leveling
 RA0469.and adjusted by the National Geodetic Survey in June 1991..
 RA0469
 RA0469.The geoid height was determined by GEOID03.
 RA0469
 RA0469.The dynamic height is computed by dividing the NAVD 88
 RA0469.geopotential number by the normal gravity value computed on the
 RA0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0469.degrees latitude (g = 980.6199 gals.).
 RA0469
 RA0469.The modeled gravity was interpolated from observed gravity values.
 RA0469
 RA0469;                    North         East    Units  Estimated Accuracy
 RA0469;SPC ID W     -   477,040.      746,300.      MT  (+/- 180 meters Scaled)
 RA0469
 RA0469                          SUPERSEDED SURVEY CONTROL
 RA0469
 RA0469  NGVD 29 (??/??/92)  376.913  (m)         1236.59   (f) ADJ UNCH    2 0
 RA0469
 RA0469.Superseded values are not recommended for survey control.
 RA0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0469.See file dsdata.txt to determine how the superseded data were derived.
 RA0469
 RA0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL431895(NAD 83)
 RA0469_MARKER: DB = BENCH MARK DISK
 RA0469_SETTING: 80 = SET IN A BOULDER
 RA0469_SP_SET: BOULDER
 RA0469_STAMPING: B 319 1945
 RA0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0469+STABILITY: SURFACE MOTION
 RA0469
 RA0469  HISTORY     - Date     Condition        Report By
 RA0469  HISTORY     - 1945     MONUMENTED       CGS
 RA0469  HISTORY     - 1962     MARK NOT FOUND   NGS
 RA0469
 RA0469                          STATION DESCRIPTION
 RA0469
 RA0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0469'4.7 MI NW FROM RICE CREEK BRIDGE.
 RA0469'4.7 MILES NORTHWEST ALONG THE SALMON RIVER FROM THE RICE CREEK BRIDGE,
 RA0469'0.2 MILE DOWN STREAM FROM THE MOUTH OF ROCKY CANYON, IN LINE WITH A
 RA0469'SMALL CANYON ON THE NORTHEAST SIDE OF THE RIVER.  A BRONZE DISK, SET
 RA0469'IN THE TOP OF A BOULDER ON THE SOUTHWEST SIDE OF THE RIVER, AND ABOVE
 RA0469'HIGH WATER LEVEL.
 RA0469
 RA0469                          STATION RECOVERY (1962)
 RA0469
 RA0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RA0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0644 ***********************************************************************
 NV0644  DESIGNATION -  B 32
 NV0644  PID         -  NV0644
 NV0644  STATE/COUNTY-  ID/OWYHEE
 NV0644  USGS QUAD   -  AUSTIN BUTTE (1980)
 NV0644
 NV0644                         *CURRENT SURVEY CONTROL
 NV0644  ___________________________________________________________________
 NV0644* NAD 83(1986)-  42 34 43.     (N)    115 42 21.     (W)     SCALED    
 NV0644* NAVD 88     -      1207.216  (meters)    3960.67   (feet)  ADJUSTED  
 NV0644  ___________________________________________________________________
 NV0644  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 NV0644  DYNAMIC HT  -        1206.554 (meters)    3958.50  (feet)  COMP
 NV0644  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 NV0644
 NV0644  VERT ORDER  -  FIRST     CLASS II
 NV0644
 NV0644.The horizontal coordinates were scaled from a topographic map and have
 NV0644.an estimated accuracy of +/- 6 seconds.
 NV0644
 NV0644.The orthometric height was determined by differential leveling
 NV0644.and adjusted by the National Geodetic Survey in June 1991..
 NV0644
 NV0644.The geoid height was determined by GEOID03.
 NV0644
 NV0644.The dynamic height is computed by dividing the NAVD 88
 NV0644.geopotential number by the normal gravity value computed on the
 NV0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0644.degrees latitude (g = 980.6199 gals.).
 NV0644
 NV0644.The modeled gravity was interpolated from observed gravity values.
 NV0644
 NV0644;                    North         East    Units  Estimated Accuracy
 NV0644;SPC ID W     -   101,290.      803,630.      MT  (+/- 180 meters Scaled)
 NV0644
 NV0644                          SUPERSEDED SURVEY CONTROL
 NV0644
 NV0644  NGVD 29 (??/??/92) 1206.238  (m)         3957.47   (f) ADJ UNCH    1 2
 NV0644
 NV0644.Superseded values are not recommended for survey control.
 NV0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0644.See file dsdata.txt to determine how the superseded data were derived.
 NV0644
 NV0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH062148(NAD 83)
 NV0644_MARKER: DB = BENCH MARK DISK
 NV0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0644_STAMPING: B 32 1934
 NV0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0644+STABILITY: SURFACE MOTION
 NV0644
 NV0644  HISTORY     - Date     Condition        Report By
 NV0644  HISTORY     - 1934     MONUMENTED       CGS
 NV0644
 NV0644                          STATION DESCRIPTION
 NV0644
 NV0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0644'16.9 MI SW FROM HOT SPRING.
 NV0644'16.9 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0644'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, ON THE CREST OF A RIDGE
 NV0644'BETWEEN TWO SUMMITS ABOUT 800 FEET APART, 110 FEET NORTH OF A
 NV0644'WATERCOURSE, AND 40 FEET EAST OF THE CENTERLINE OF THE ROAD.  A
 NV0644'STANDARD DISK, STAMPED B 32 1934 AND SET IN THE TOP OF A CONCRETE
 NV0644'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0485 ***********************************************************************
 RA0485  DESIGNATION -  B 320
 RA0485  PID         -  RA0485
 RA0485  STATE/COUNTY-  ID/NEZ PERCE
 RA0485  USGS QUAD   -  DEADHORSE RIDGE (1963)
 RA0485
 RA0485                         *CURRENT SURVEY CONTROL
 RA0485  ___________________________________________________________________
 RA0485* NAD 83(1986)-  45 51 29.     (N)    116 47 04.     (W)     SCALED    
 RA0485* NAVD 88     -       280.434  (meters)     920.06   (feet)  ADJUSTED  
 RA0485  ___________________________________________________________________
 RA0485  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 RA0485  DYNAMIC HT  -         280.360 (meters)     919.81  (feet)  COMP
 RA0485  MODELED GRAV-     980,351.3   (mgal)                       NAVD 88
 RA0485
 RA0485  VERT ORDER  -  SECOND    CLASS 0
 RA0485
 RA0485.The horizontal coordinates were scaled from a topographic map and have
 RA0485.an estimated accuracy of +/- 6 seconds.
 RA0485
 RA0485.The orthometric height was determined by differential leveling
 RA0485.and adjusted by the National Geodetic Survey in June 1991..
 RA0485
 RA0485.The geoid height was determined by GEOID03.
 RA0485
 RA0485.The dynamic height is computed by dividing the NAVD 88
 RA0485.geopotential number by the normal gravity value computed on the
 RA0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0485.degrees latitude (g = 980.6199 gals.).
 RA0485
 RA0485.The modeled gravity was interpolated from observed gravity values.
 RA0485
 RA0485;                    North         East    Units  Estimated Accuracy
 RA0485;SPC ID W     -   466,190.      719,670.      MT  (+/- 180 meters Scaled)
 RA0485
 RA0485                          SUPERSEDED SURVEY CONTROL
 RA0485
 RA0485  NGVD 29 (??/??/92)  279.318  (m)          916.40   (f) ADJ UNCH    2 0
 RA0485
 RA0485.Superseded values are not recommended for survey control.
 RA0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0485.See file dsdata.txt to determine how the superseded data were derived.
 RA0485
 RA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL167782(NAD 83)
 RA0485_MARKER: DB = BENCH MARK DISK
 RA0485_SETTING: 66 = SET IN ROCK OUTCROP
 RA0485_SP_SET: ROCK OUTCROP
 RA0485_STAMPING: B 320 1945
 RA0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0485+STABILITY: POSITION/ELEVATION WELL
 RA0485
 RA0485  HISTORY     - Date     Condition        Report By
 RA0485  HISTORY     - 1945     MONUMENTED       CGS
 RA0485
 RA0485                          STATION DESCRIPTION
 RA0485
 RA0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0485'0.6 MI NE FROM MOUTH OF SALMON RIVER.
 RA0485'0.6 MILE NORTHEAST (UP STREAM) ALONG THE NORTHWEST BANK OF THE SALMON
 RA0485'RIVER FROM THE CONFLUENCE OF THE SALMON AND SNAKE RIVERS, ABOUT 0.15
 RA0485'MILE WEST OF A RAPIDS WHERE THERE IS A BOULDER IN THE MIDDLE OF THE
 RA0485'STREAM, JUST EAST OF THE MOUTH OF A CANYON, ABOUT 25 FEET SOUTH OF A
 RA0485'VERTICAL CLIFF, ABOUT 0.3 MILE EAST OF AN OLD MINING CAMP, AND BELOW
 RA0485'HIGH WATER LEVEL.  A BRONZE DISK, SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0414 ***********************************************************************
 QB0414  DESIGNATION -  B 321
 QB0414  PID         -  QB0414
 QB0414  STATE/COUNTY-  ID/WASHINGTON
 QB0414  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0414
 QB0414                         *CURRENT SURVEY CONTROL
 QB0414  ___________________________________________________________________
 QB0414* NAD 83(1986)-  44 34 09.     (N)    116 33 25.     (W)     SCALED    
 QB0414* NAVD 88     -       842.853  (meters)    2765.26   (feet)  ADJUSTED  
 QB0414  ___________________________________________________________________
 QB0414  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 QB0414  DYNAMIC HT  -         842.601 (meters)    2764.43  (feet)  COMP
 QB0414  MODELED GRAV-     980,290.5   (mgal)                       NAVD 88
 QB0414
 QB0414  VERT ORDER  -  FIRST     CLASS II
 QB0414
 QB0414.The horizontal coordinates were scaled from a topographic map and have
 QB0414.an estimated accuracy of +/- 6 seconds.
 QB0414
 QB0414.The orthometric height was determined by differential leveling
 QB0414.and adjusted by the National Geodetic Survey in June 1991..
 QB0414.WARNING-Repeat measurements at this control monument indicate possible
 QB0414.vertical movement.
 QB0414
 QB0414.The geoid height was determined by GEOID03.
 QB0414
 QB0414.The dynamic height is computed by dividing the NAVD 88
 QB0414.geopotential number by the normal gravity value computed on the
 QB0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0414.degrees latitude (g = 980.6199 gals.).
 QB0414
 QB0414.The modeled gravity was interpolated from observed gravity values.
 QB0414
 QB0414;                    North         East    Units  Estimated Accuracy
 QB0414;SPC ID W     -   322,750.      735,900.      MT  (+/- 180 meters Scaled)
 QB0414
 QB0414                          SUPERSEDED SURVEY CONTROL
 QB0414
 QB0414  NGVD 29 (??/??/92)  841.797  (m)         2761.80   (f) ADJ UNCH    1 2
 QB0414
 QB0414.Superseded values are not recommended for survey control.
 QB0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0414.See file dsdata.txt to determine how the superseded data were derived.
 QB0414
 QB0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK351351(NAD 83)
 QB0414_MARKER: DD = SURVEY DISK
 QB0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0414_STAMPING: B 321 1946
 QB0414_MARK LOGO: IDPWD 
 QB0414_PROJECTION: PROJECTING 25 CENTIMETERS
 QB0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0414+STABILITY: SURFACE MOTION
 QB0414
 QB0414  HISTORY     - Date     Condition        Report By
 QB0414  HISTORY     - 1946     MONUMENTED       IDPWD
 QB0414  HISTORY     - 1967     GOOD             NGS
 QB0414  HISTORY     - 1983     GOOD             NGS
 QB0414
 QB0414                          STATION DESCRIPTION
 QB0414
 QB0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0414'6.1 MI E FROM CAMBRIDGE.
 QB0414'6.1 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0414'CAMBRIDGE, 0.25 MILE SOUTHWEST OF MILE POST NO. 124, 0.1 MILE
 QB0414'NORTHEAST OF A SIDE ROAD SOUTH, 38 FEET NORTHWEST OF THE CENTER OF THE
 QB0414'HIGHWAY, 10 FEET NORTHWEST OF A CURVE SIGN, 0.5 FOOT SOUTHEAST OF THE
 QB0414'RIGHT-OF-WAY FENCE, 0.5 FOOT NORTHEAST OF A METAL WITNESS POST AND 3
 QB0414'FEET ABOVE THE LEVEL OF THE HIGHWAY SET IN A 5-INCH SQUARE CONCRETE
 QB0414'MONUMENT THAT PROJECTS 8 INCHES.
 QB0414
 QB0414                          STATION RECOVERY (1983)
 QB0414
 QB0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0414'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.05 KM
 QB0414'(6.3 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0414'71 IN CAMBRIDGE, 0.65 KM (0.4 MI) SOUTHWEST OF MILEPOST 120, 0.25 KM
 QB0414'(0.15 MI) NORTHEAST OF THE T-JUNCTION OF THOMASON LANE, 0.15 KM
 QB0414'(0.1 MI) NORTHEAST OF THE NORTHEAST END OF A CURVE, 12.2 METERS (40
 QB0414'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.3 METERS (7.5 FT)
 QB0414'NORTHWEST OF A WESTBOUND TRAFFIC HIGHWAY CURVE SIGN, 0.1 METER (0.3
 QB0414'FT) SOUTHEAST OF A FENCE.
 QB0414'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 QB0414'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0559 ***********************************************************************
 QA0559  DESIGNATION -  B 322
 QA0559  PID         -  QA0559
 QA0559  STATE/COUNTY-  ID/VALLEY
 QA0559  USGS QUAD   -  WARM LAKE (1988)
 QA0559
 QA0559                         *CURRENT SURVEY CONTROL
 QA0559  ___________________________________________________________________
 QA0559* NAD 83(1986)-  44 41 46.     (N)    115 41 50.     (W)     SCALED    
 QA0559* NAVD 88     -      1574.078  (meters)    5164.29   (feet)  ADJUSTED  
 QA0559  ___________________________________________________________________
 QA0559  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 QA0559  DYNAMIC HT  -        1573.289 (meters)    5161.70  (feet)  COMP
 QA0559  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 QA0559
 QA0559  VERT ORDER  -  SECOND    CLASS 0
 QA0559
 QA0559.The horizontal coordinates were scaled from a topographic map and have
 QA0559.an estimated accuracy of +/- 6 seconds.
 QA0559
 QA0559.The orthometric height was determined by differential leveling
 QA0559.and adjusted by the National Geodetic Survey in June 1991..
 QA0559
 QA0559.The geoid height was determined by GEOID03.
 QA0559
 QA0559.The dynamic height is computed by dividing the NAVD 88
 QA0559.geopotential number by the normal gravity value computed on the
 QA0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0559.degrees latitude (g = 980.6199 gals.).
 QA0559
 QA0559.The modeled gravity was interpolated from observed gravity values.
 QA0559
 QA0559;                    North         East    Units  Estimated Accuracy
 QA0559;SPC ID W     -   336,540.      804,180.      MT  (+/- 180 meters Scaled)
 QA0559
 QA0559                          SUPERSEDED SURVEY CONTROL
 QA0559
 QA0559  NGVD 29 (??/??/92) 1572.892  (m)         5160.40   (f) ADJ UNCH    2 0
 QA0559
 QA0559.Superseded values are not recommended for survey control.
 QA0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0559.See file dsdata.txt to determine how the superseded data were derived.
 QA0559
 QA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK032500(NAD 83)
 QA0559_MARKER: DB = BENCH MARK DISK
 QA0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0559_STAMPING: B 322 1948
 QA0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0559+STABILITY: SURFACE MOTION
 QA0559
 QA0559  HISTORY     - Date     Condition        Report By
 QA0559  HISTORY     - 1948     MONUMENTED       CGS
 QA0559
 QA0559                          STATION DESCRIPTION
 QA0559
 QA0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0559'4.4 MI NW FROM WARM LAKE.
 QA0559'2.0 MILES NORTHWEST ALONG STIBNITE ROAD FROM THE POST OFFICE AT WARM
 QA0559'LAKE, THENCE 2.4 MILES NORTH ALONG THE SOUTH FORK ROAD, NEAR A POINT
 QA0559'WHERE A SMALL STREAM CROSSES THE ROAD, AT THE SOUTHWEST CORNER OF THE
 QA0559'INTERSECTION OF THE SOUTH FORK ROAD AND A DIM TRACK ROAD LEADING WEST,
 QA0559'61.5 FEET SOUTH OF THE STREAM CROSSING, 26.0 FEET WEST OF THE CENTER
 QA0559'LINE OF THE SOUTH FORK ROAD, 16.0 FEET SOUTH OF THE CENTER LINE OF THE
 QA0559'DIM TRACK ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 QA0559'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0272 ***********************************************************************
 QA0272  DESIGNATION -  B 323
 QA0272  PID         -  QA0272
 QA0272  STATE/COUNTY-  ID/VALLEY
 QA0272  USGS QUAD   -  ARTILLERY DOME (1990)
 QA0272
 QA0272                         *CURRENT SURVEY CONTROL
 QA0272  ___________________________________________________________________
 QA0272* NAD 83(1986)-  44 44 20.     (N)    115 08 43.     (W)     SCALED    
 QA0272* NAVD 88     -      1474.908  (meters)    4838.93   (feet)  ADJUSTED  
 QA0272  ___________________________________________________________________
 QA0272  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 QA0272  DYNAMIC HT  -        1473.957 (meters)    4835.81  (feet)  COMP
 QA0272  MODELED GRAV-     979,925.2   (mgal)                       NAVD 88
 QA0272
 QA0272  VERT ORDER  -  SECOND    CLASS 0
 QA0272
 QA0272.The horizontal coordinates were scaled from a topographic map and have
 QA0272.an estimated accuracy of +/- 6 seconds.
 QA0272
 QA0272.The orthometric height was determined by differential leveling
 QA0272.and adjusted by the National Geodetic Survey in June 1991..
 QA0272
 QA0272.The geoid height was determined by GEOID03.
 QA0272
 QA0272.The dynamic height is computed by dividing the NAVD 88
 QA0272.geopotential number by the normal gravity value computed on the
 QA0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0272.degrees latitude (g = 980.6199 gals.).
 QA0272
 QA0272.The modeled gravity was interpolated from observed gravity values.
 QA0272
 QA0272;                    North         East    Units  Estimated Accuracy
 QA0272;SPC ID W     -   341,470.      847,890.      MT  (+/- 180 meters Scaled)
 QA0272
 QA0272                          SUPERSEDED SURVEY CONTROL
 QA0272
 QA0272  NGVD 29 (??/??/92) 1473.341  (m)         4833.79   (f) ADJ UNCH    2 0
 QA0272
 QA0272.Superseded values are not recommended for survey control.
 QA0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0272.See file dsdata.txt to determine how the superseded data were derived.
 QA0272
 QA0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK468556(NAD 83)
 QA0272_MARKER: DB = BENCH MARK DISK
 QA0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0272_SP_SET: DOCK
 QA0272_STAMPING: B 323 1947
 QA0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0272
 QA0272  HISTORY     - Date     Condition        Report By
 QA0272  HISTORY     - 1947     MONUMENTED       CGS
 QA0272
 QA0272                          STATION DESCRIPTION
 QA0272
 QA0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0272'IN MIDDLE FORK GUARD STA.
 QA0272'AT MIDDLE FORK GUARD STATION, SET IN TOP OF THE NORTHEAST CORNER OF A
 QA0272'CONCRETE DOCK OF THE FOREST SERVICE WAREHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0210 ***********************************************************************
 QA0210  DESIGNATION -  B 324
 QA0210  PID         -  QA0210
 QA0210  STATE/COUNTY-  ID/LEMHI
 QA0210  USGS QUAD   -  RAMEY HILL (1962)
 QA0210
 QA0210                         *CURRENT SURVEY CONTROL
 QA0210  ___________________________________________________________________
 QA0210* NAD 83(1986)-  44 49 03.     (N)    114 48 24.     (W)     SCALED    
 QA0210* NAVD 88     -      1226.837  (meters)    4025.05   (feet)  ADJUSTED  
 QA0210  ___________________________________________________________________
 QA0210  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 QA0210  DYNAMIC HT  -        1226.082 (meters)    4022.57  (feet)  COMP
 QA0210  MODELED GRAV-     979,964.9   (mgal)                       NAVD 88
 QA0210
 QA0210  VERT ORDER  -  SECOND    CLASS 0
 QA0210
 QA0210.The horizontal coordinates were scaled from a topographic map and have
 QA0210.an estimated accuracy of +/- 6 seconds.
 QA0210
 QA0210.The orthometric height was determined by differential leveling
 QA0210.and adjusted by the National Geodetic Survey in June 1991..
 QA0210
 QA0210.The geoid height was determined by GEOID03.
 QA0210
 QA0210.The dynamic height is computed by dividing the NAVD 88
 QA0210.geopotential number by the normal gravity value computed on the
 QA0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0210.degrees latitude (g = 980.6199 gals.).
 QA0210
 QA0210.The modeled gravity was interpolated from observed gravity values.
 QA0210
 QA0210;                    North         East    Units  Estimated Accuracy
 QA0210;SPC ID C     -   350,350.      436,200.      MT  (+/- 180 meters Scaled)
 QA0210
 QA0210                          SUPERSEDED SURVEY CONTROL
 QA0210
 QA0210  NGVD 29 (??/??/92) 1225.320  (m)         4020.07   (f) ADJ UNCH    2 0
 QA0210
 QA0210.Superseded values are not recommended for survey control.
 QA0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0210.See file dsdata.txt to determine how the superseded data were derived.
 QA0210
 QA0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK734650(NAD 83)
 QA0210_MARKER: DB = BENCH MARK DISK
 QA0210_SETTING: 80 = SET IN A BOULDER
 QA0210_SP_SET: BOULDER
 QA0210_STAMPING: B 324 1947
 QA0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0210+STABILITY: SURFACE MOTION
 QA0210
 QA0210  HISTORY     - Date     Condition        Report By
 QA0210  HISTORY     - 1947     MONUMENTED       CGS
 QA0210
 QA0210                          STATION DESCRIPTION
 QA0210
 QA0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0210'26.7 MI NE FROM MIDDLE FORK GUARD STATION.
 QA0210'26.7 MILES NE ALONG MIDDLE FORK TRAIL ALONG THE FOREST SERVICE TRAIL
 QA0210'FROM THE MIDDLE FORK GUARD STATION, SET IN THE WEST SIDE OF A LARGE
 QA0210'BOULDER THAT IS SPLIT WITH A 6 INCH FIR TREE GROWING UP THROUGH THE
 QA0210'BOULDER, 29 FEET EAST OF THE MIDDLE FORK TRAIL, 176.4 FEET NORTH OF
 QA0210'FOREST SERVICE 44 MILE SIGN.  USBM PAINTED ON BOULDER WITH WHITE
 QA0210'PAINT.  NOTE-- FOREST SERVICE MILE SIGNS INDICATE DISTANCE TO
 QA0210'SNOW-SHOE CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0141 ***********************************************************************
 QZ0141  DESIGNATION -  B 325
 QZ0141  PID         -  QZ0141
 QZ0141  STATE/COUNTY-  ID/VALLEY
 QZ0141  USGS QUAD   -  PAPOOSE PEAK (1962)
 QZ0141
 QZ0141                         *CURRENT SURVEY CONTROL
 QZ0141  ___________________________________________________________________
 QZ0141* NAD 83(1986)-  45 10 11.     (N)    114 48 08.     (W)     SCALED    
 QZ0141* NAVD 88     -      2259.080  (meters)    7411.66   (feet)  ADJUSTED  
 QZ0141  ___________________________________________________________________
 QZ0141  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 QZ0141  DYNAMIC HT  -        2257.781 (meters)    7407.40  (feet)  COMP
 QZ0141  MODELED GRAV-     979,960.3   (mgal)                       NAVD 88
 QZ0141
 QZ0141  VERT ORDER  -  SECOND    CLASS 0
 QZ0141
 QZ0141.The horizontal coordinates were scaled from a topographic map and have
 QZ0141.an estimated accuracy of +/- 6 seconds.
 QZ0141
 QZ0141.The orthometric height was determined by differential leveling
 QZ0141.and adjusted by the National Geodetic Survey in June 1991..
 QZ0141
 QZ0141.The geoid height was determined by GEOID03.
 QZ0141
 QZ0141.The dynamic height is computed by dividing the NAVD 88
 QZ0141.geopotential number by the normal gravity value computed on the
 QZ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0141.degrees latitude (g = 980.6199 gals.).
 QZ0141
 QZ0141.The modeled gravity was interpolated from observed gravity values.
 QZ0141
 QZ0141;                    North         East    Units  Estimated Accuracy
 QZ0141;SPC ID W     -   389,600.      874,500.      MT  (+/- 180 meters Scaled)
 QZ0141
 QZ0141                          SUPERSEDED SURVEY CONTROL
 QZ0141
 QZ0141  NGVD 29 (??/??/92) 2257.655  (m)         7406.99   (f) ADJ UNCH    2 0
 QZ0141
 QZ0141.Superseded values are not recommended for survey control.
 QZ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0141.See file dsdata.txt to determine how the superseded data were derived.
 QZ0141
 QZ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL727041(NAD 83)
 QZ0141_MARKER: DB = BENCH MARK DISK
 QZ0141_SETTING: 80 = SET IN A BOULDER
 QZ0141_SP_SET: BOULDER
 QZ0141_STAMPING: B 325 1947
 QZ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0141+STABILITY: SURFACE MOTION
 QZ0141
 QZ0141  HISTORY     - Date     Condition        Report By
 QZ0141  HISTORY     - 1947     MONUMENTED       CGS
 QZ0141  HISTORY     - 1962     GOOD             USGS
 QZ0141
 QZ0141                          STATION DESCRIPTION
 QZ0141
 QZ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0141'8.6 MI SW FROM STODDARD LOOKOUT.
 QZ0141'8.6 MILES SOUTHWEST ALONG MIDDLE FORK TRAIL FROM STODDARD LOOKOUT, ON
 QZ0141'A KNOLL IN A FIELD COVERED WITH BOULDERS, 26 FEET EAST OF THE TRAIL,
 QZ0141'AND SET IN THE TOP OF A BOULDER PROJECTING 1 FOOT ABOVE THE GROUND.
 QZ0141'USBM PAINTED ON BOULDER WITH WHITE PAINT.  NOTE-- IT IS LOCATED 26
 QZ0141'FEET WEST OF THE TRAIL.
 QZ0141
 QZ0141                          STATION RECOVERY (1962)
 QZ0141
 QZ0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0161 ***********************************************************************
 QZ0161  DESIGNATION -  B 326
 QZ0161  PID         -  QZ0161
 QZ0161  STATE/COUNTY-  ID/IDAHO
 QZ0161  USGS QUAD   -  BUTTS CREEK POINT (1962)
 QZ0161
 QZ0161                         *CURRENT SURVEY CONTROL
 QZ0161  ___________________________________________________________________
 QZ0161* NAD 83(1986)-  45 17 17.     (N)    114 37 39.     (W)     SCALED    
 QZ0161* NAVD 88     -      1661.882  (meters)    5452.36   (feet)  ADJUSTED  
 QZ0161  ___________________________________________________________________
 QZ0161  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 QZ0161  DYNAMIC HT  -        1661.256 (meters)    5450.30  (feet)  COMP
 QZ0161  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 QZ0161
 QZ0161  VERT ORDER  -  SECOND    CLASS 0
 QZ0161
 QZ0161.The horizontal coordinates were scaled from a topographic map and have
 QZ0161.an estimated accuracy of +/- 6 seconds.
 QZ0161
 QZ0161.The orthometric height was determined by differential leveling
 QZ0161.and adjusted by the National Geodetic Survey in June 1991..
 QZ0161
 QZ0161.The geoid height was determined by GEOID03.
 QZ0161
 QZ0161.The dynamic height is computed by dividing the NAVD 88
 QZ0161.geopotential number by the normal gravity value computed on the
 QZ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0161.degrees latitude (g = 980.6199 gals.).
 QZ0161
 QZ0161.The modeled gravity was interpolated from observed gravity values.
 QZ0161
 QZ0161;                    North         East    Units  Estimated Accuracy
 QZ0161;SPC ID W     -   402,930.      888,060.      MT  (+/- 180 meters Scaled)
 QZ0161
 QZ0161                          SUPERSEDED SURVEY CONTROL
 QZ0161
 QZ0161  NGVD 29 (??/??/92) 1660.737  (m)         5448.60   (f) ADJ UNCH    2 0
 QZ0161
 QZ0161.Superseded values are not recommended for survey control.
 QZ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0161.See file dsdata.txt to determine how the superseded data were derived.
 QZ0161
 QZ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL860176(NAD 83)
 QZ0161_MARKER: DB = BENCH MARK DISK
 QZ0161_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0161_SP_SET: ROCKY POINT
 QZ0161_STAMPING: B 326 1947
 QZ0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0161+STABILITY: POSITION/ELEVATION WELL
 QZ0161
 QZ0161  HISTORY     - Date     Condition        Report By
 QZ0161  HISTORY     - 1947     MONUMENTED       CGS
 QZ0161
 QZ0161                          STATION DESCRIPTION
 QZ0161
 QZ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0161'3.0 MI SW FROM SALMON RIVER PACKBRIDGE.
 QZ0161'3.0 MILES SOUTHWEST ALONG MIDDLE FORK TRAIL FROM THE SALMON RIVER
 QZ0161'PACKBRIDGE, ABOUT 1 1/4 MILES EAST OF COLOR CREEK, SET IN A ROCKY
 QZ0161'POINT IN A SMALL CANYON OVERLOOKING MIDDLE FORK SALMON RIVER TO THE
 QZ0161'SOUTHEAST, 45.3 FEET SOUTHEAST OF THE TRAIL.  USBM PAINTED ON ROCKS
 QZ0161'WITH RED PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0368 ***********************************************************************
 QZ0368  DESIGNATION -  B 327
 QZ0368  PID         -  QZ0368
 QZ0368  STATE/COUNTY-  ID/VALLEY
 QZ0368  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0368
 QZ0368                         *CURRENT SURVEY CONTROL
 QZ0368  ___________________________________________________________________
 QZ0368* NAD 83(1986)-  45 01 33.     (N)    115 42 28.     (W)     SCALED    
 QZ0368* NAVD 88     -      1110.669  (meters)    3643.92   (feet)  ADJUSTED  
 QZ0368  ___________________________________________________________________
 QZ0368  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 QZ0368  DYNAMIC HT  -        1110.206 (meters)    3642.40  (feet)  COMP
 QZ0368  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 QZ0368
 QZ0368  VERT ORDER  -  SECOND    CLASS 0
 QZ0368
 QZ0368.The horizontal coordinates were scaled from a topographic map and have
 QZ0368.an estimated accuracy of +/- 6 seconds.
 QZ0368
 QZ0368.The orthometric height was determined by differential leveling
 QZ0368.and adjusted by the National Geodetic Survey in June 1991..
 QZ0368
 QZ0368.The geoid height was determined by GEOID03.
 QZ0368
 QZ0368.The dynamic height is computed by dividing the NAVD 88
 QZ0368.geopotential number by the normal gravity value computed on the
 QZ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0368.degrees latitude (g = 980.6199 gals.).
 QZ0368
 QZ0368.The modeled gravity was interpolated from observed gravity values.
 QZ0368
 QZ0368;                    North         East    Units  Estimated Accuracy
 QZ0368;SPC ID W     -   373,180.      803,330.      MT  (+/- 180 meters Scaled)
 QZ0368
 QZ0368                          SUPERSEDED SURVEY CONTROL
 QZ0368
 QZ0368  NGVD 29 (??/??/92) 1109.512  (m)         3640.12   (f) ADJ UNCH    2 0
 QZ0368
 QZ0368.Superseded values are not recommended for survey control.
 QZ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0368.See file dsdata.txt to determine how the superseded data were derived.
 QZ0368
 QZ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK018866(NAD 83)
 QZ0368_MARKER: DB = BENCH MARK DISK
 QZ0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QZ0368_SP_SET: ABUTMENT
 QZ0368_STAMPING: B 327 1948
 QZ0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QZ0368
 QZ0368  HISTORY     - Date     Condition        Report By
 QZ0368  HISTORY     - 1948     MONUMENTED       CGS
 QZ0368  HISTORY     - 1959     GOOD             NGS
 QZ0368
 QZ0368                          STATION DESCRIPTION
 QZ0368
 QZ0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QZ0368'4.65 MI N FROM KRASSEL RANGER STA..
 QZ0368'4.65 MILES NORTH ALONG SOUTH FORK ROAD FROM KRASSEL RANGER STATION, AT
 QZ0368'THE CONFLUENCE OF THE SECESH RIVER AND THE SOUTH FORK OF THE SALMON
 QZ0368'RIVER, IN TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A
 QZ0368'WOODEN BRIDGE OVER THE SECESH RIVER, 8 FEET WEST-NORTHWEST OF THE
 QZ0368'CENTER LINE OF SOUTH FORK ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0397 ***********************************************************************
 QZ0397  DESIGNATION -  B 328
 QZ0397  PID         -  QZ0397
 QZ0397  STATE/COUNTY-  ID/VALLEY
 QZ0397  USGS QUAD   -  PILOT PEAK (1969)
 QZ0397
 QZ0397                         *CURRENT SURVEY CONTROL
 QZ0397  ___________________________________________________________________
 QZ0397* NAD 83(1986)-  45 11 17.     (N)    115 34 12.     (W)     SCALED    
 QZ0397* NAVD 88     -       965.354  (meters)    3167.17   (feet)  ADJUSTED  
 QZ0397  ___________________________________________________________________
 QZ0397  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 QZ0397  DYNAMIC HT  -         964.954 (meters)    3165.85  (feet)  COMP
 QZ0397  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 QZ0397
 QZ0397  VERT ORDER  -  SECOND    CLASS 0
 QZ0397
 QZ0397.The horizontal coordinates were scaled from a topographic map and have
 QZ0397.an estimated accuracy of +/- 6 seconds.
 QZ0397
 QZ0397.The orthometric height was determined by differential leveling
 QZ0397.and adjusted by the National Geodetic Survey in June 1991..
 QZ0397
 QZ0397.The geoid height was determined by GEOID03.
 QZ0397
 QZ0397.The dynamic height is computed by dividing the NAVD 88
 QZ0397.geopotential number by the normal gravity value computed on the
 QZ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0397.degrees latitude (g = 980.6199 gals.).
 QZ0397
 QZ0397.The modeled gravity was interpolated from observed gravity values.
 QZ0397
 QZ0397;                    North         East    Units  Estimated Accuracy
 QZ0397;SPC ID W     -   391,220.      814,150.      MT  (+/- 180 meters Scaled)
 QZ0397
 QZ0397                          SUPERSEDED SURVEY CONTROL
 QZ0397
 QZ0397  NGVD 29 (??/??/92)  964.186  (m)         3163.33   (f) ADJ UNCH    2 0
 QZ0397
 QZ0397.Superseded values are not recommended for survey control.
 QZ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0397.See file dsdata.txt to determine how the superseded data were derived.
 QZ0397
 QZ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL123048(NAD 83)
 QZ0397_MARKER: DB = BENCH MARK DISK
 QZ0397_SETTING: 80 = SET IN A BOULDER
 QZ0397_SP_SET: BOULDER
 QZ0397_STAMPING: B 328 1948
 QZ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0397+STABILITY: SURFACE MOTION
 QZ0397
 QZ0397  HISTORY     - Date     Condition        Report By
 QZ0397  HISTORY     - 1948     MONUMENTED       CGS
 QZ0397  HISTORY     - 1959     GOOD             NGS
 QZ0397
 QZ0397                          STATION DESCRIPTION
 QZ0397
 QZ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0397'1.5 MI N FROM SOUTH FORK GUARD STATION.
 QZ0397'ABOUT 1.5 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0397'STATION, ABOUT 0.1 MILE NORTH OF PONY CREEK, AT THE BARKELL RANCH,
 QZ0397'ABOUT 186.0 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO THE RANCH
 QZ0397'HOUSE, 13.0 FEET EAST OF THE CENTER LINE OF THE WARREN ROAD, SET IN
 QZ0397'THE TOP OF A HUGE GRANITE BOULDER PROJECTING 15 FEET ABOVE THE GROUND
 QZ0397'AND ABOUT 2 FEET BELOW THE ROAD.
 QZ0397
 QZ0397                          STATION RECOVERY (1959)
 QZ0397
 QZ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QZ0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0232 ***********************************************************************
 QA0232  DESIGNATION -  B 329
 QA0232  PID         -  QA0232
 QA0232  STATE/COUNTY-  ID/VALLEY
 QA0232  USGS QUAD   -  PISTOL LAKE (1990)
 QA0232
 QA0232                         *CURRENT SURVEY CONTROL
 QA0232  ___________________________________________________________________
 QA0232* NAD 83(1986)-  44 40 07.     (N)    115 27 16.     (W)     SCALED    
 QA0232* NAVD 88     -      2420.091  (meters)    7939.92   (feet)  ADJUSTED  
 QA0232  ___________________________________________________________________
 QA0232  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 QA0232  DYNAMIC HT  -        2418.567 (meters)    7934.92  (feet)  COMP
 QA0232  MODELED GRAV-     979,899.6   (mgal)                       NAVD 88
 QA0232
 QA0232  VERT ORDER  -  SECOND    CLASS 0
 QA0232
 QA0232.The horizontal coordinates were scaled from a topographic map and have
 QA0232.an estimated accuracy of +/- 6 seconds.
 QA0232
 QA0232.The orthometric height was determined by differential leveling
 QA0232.and adjusted by the National Geodetic Survey in June 1991..
 QA0232
 QA0232.The geoid height was determined by GEOID03.
 QA0232
 QA0232.The dynamic height is computed by dividing the NAVD 88
 QA0232.geopotential number by the normal gravity value computed on the
 QA0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0232.degrees latitude (g = 980.6199 gals.).
 QA0232
 QA0232.The modeled gravity was interpolated from observed gravity values.
 QA0232
 QA0232;                    North         East    Units  Estimated Accuracy
 QA0232;SPC ID W     -   333,520.      823,440.      MT  (+/- 180 meters Scaled)
 QA0232
 QA0232                          SUPERSEDED SURVEY CONTROL
 QA0232
 QA0232  NGVD 29 (??/??/92) 2418.667  (m)         7935.24   (f) ADJ UNCH    2 0
 QA0232
 QA0232.Superseded values are not recommended for survey control.
 QA0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0232.See file dsdata.txt to determine how the superseded data were derived.
 QA0232
 QA0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK225473(NAD 83)
 QA0232_MARKER: DB = BENCH MARK DISK
 QA0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0232_STAMPING: B 329 1948
 QA0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0232+STABILITY: SURFACE MOTION
 QA0232
 QA0232  HISTORY     - Date     Condition        Report By
 QA0232  HISTORY     - 1948     MONUMENTED       CGS
 QA0232
 QA0232                          STATION DESCRIPTION
 QA0232
 QA0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0232'6.5 MI E FROM LANDMARK RANGER STATION.
 QA0232'6.5 MILES EAST ALONG THE LANDMARK-LUCKY LAD MINE ROAD FROM THE RANGER
 QA0232'STATION AT LANDMARK, ABOUT 1.1 MILES WEST OF PISTOL CREEK SUMMIT, AT A
 QA0232'SMALL CLEARING, 49.0 FEET SOUTHEAST OF A 10-INCH PINE TREE WITH A
 QA0232'TRIANGULAR BLAZE, 49.0 FEET SOUTHWEST OF 7926.4 U.S.G.S, 29.5 FEET
 QA0232'SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A CONCRETE
 QA0232'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  WITNESS POST SET 3.0 FEET
 QA0232'NORTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0015 ***********************************************************************
 NW0015  DESIGNATION -  B 33
 NW0015  PID         -  NW0015
 NW0015  STATE/COUNTY-  ID/OWYHEE
 NW0015  USGS QUAD   -  MOUNTAIN VIEW LAKE (1971)
 NW0015
 NW0015                         *CURRENT SURVEY CONTROL
 NW0015  ___________________________________________________________________
 NW0015* NAD 83(1986)-  42 05 39.     (N)    116 07 47.     (W)     SCALED    
 NW0015* NAVD 88     -      1618.132  (meters)    5308.82   (feet)  ADJUSTED  
 NW0015  ___________________________________________________________________
 NW0015  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0015  DYNAMIC HT  -        1617.004 (meters)    5305.12  (feet)  COMP
 NW0015  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 NW0015
 NW0015  VERT ORDER  -  FIRST     CLASS II
 NW0015
 NW0015.The horizontal coordinates were scaled from a topographic map and have
 NW0015.an estimated accuracy of +/- 6 seconds.
 NW0015
 NW0015.The orthometric height was determined by differential leveling
 NW0015.and adjusted by the National Geodetic Survey in June 1991..
 NW0015
 NW0015.The geoid height was determined by GEOID03.
 NW0015
 NW0015.The dynamic height is computed by dividing the NAVD 88
 NW0015.geopotential number by the normal gravity value computed on the
 NW0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0015.degrees latitude (g = 980.6199 gals.).
 NW0015
 NW0015.The modeled gravity was interpolated from observed gravity values.
 NW0015
 NW0015;                    North         East    Units  Estimated Accuracy
 NW0015;SPC ID W     -    47,550.      768,590.      MT  (+/- 180 meters Scaled)
 NW0015
 NW0015                          SUPERSEDED SURVEY CONTROL
 NW0015
 NW0015  NGVD 29 (??/??/92) 1616.983  (m)         5305.05   (f) ADJ UNCH    1 2
 NW0015
 NW0015.Superseded values are not recommended for survey control.
 NW0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0015.See file dsdata.txt to determine how the superseded data were derived.
 NW0015
 NW0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG719605(NAD 83)
 NW0015_MARKER: DB = BENCH MARK DISK
 NW0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0015_STAMPING: B 33 1934
 NW0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0015+STABILITY: SURFACE MOTION
 NW0015
 NW0015  HISTORY     - Date     Condition        Report By
 NW0015  HISTORY     - 1934     MONUMENTED       CGS
 NW0015  HISTORY     - 1971     MARK NOT FOUND   USGS
 NW0015
 NW0015                          STATION DESCRIPTION
 NW0015
 NW0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0015'8.3 MI S FROM RIDDLE.
 NW0015'8.3 MILES SOUTH ALONG THE ROAD TO OWYHEE FROM THE PUBLIC SCHOOL AT
 NW0015'RIDDLE, OWYHEE COUNTY, IN THE WESTERN SHOSHONE INDIAN RESERVATION, 0.4
 NW0015'MILE NORTH OF THE CORNER OF A FENCE EXTENDING THROUGH THE MIDDLE OF A
 NW0015'LAKE, 0.2 MILE SOUTH OF THE NORTH END OF A PROMINENT ROCKY CLIFF,
 NW0015'ABOUT 250 FEET WEST OF THE TOP OF A RIDGE, 50 FEET EAST OF A ROW OF
 NW0015'POLES, AND 35 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 NW0015'DISK, STAMPED B 33 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 NW0015'THIS ROAD HAS BEEN REALIGNED AND REBUILT TWICE IN THIS AREA SINCE THIS
 NW0015'LINE WAS ESTABLISHED.  THE BM WAS PROBABLY DESTROYED ON ONE OF THESE
 NW0015'OCCASIONS.
 NW0015
 NW0015                          STATION RECOVERY (1971)
 NW0015
 NW0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NW0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0607 ***********************************************************************
 QA0607  DESIGNATION -  B 330
 QA0607  PID         -  QA0607
 QA0607  STATE/COUNTY-  ID/VALLEY
 QA0607  USGS QUAD   -  LANDMARK (1988)
 QA0607
 QA0607                         *CURRENT SURVEY CONTROL
 QA0607  ___________________________________________________________________
 QA0607* NAD 83(1986)-  44 38 06.     (N)    115 31 59.     (W)     SCALED    
 QA0607* NAVD 88     -      2025.648  (meters)    6645.81   (feet)  ADJUSTED  
 QA0607  ___________________________________________________________________
 QA0607  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 QA0607  DYNAMIC HT  -        2024.475 (meters)    6641.97  (feet)  COMP
 QA0607  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 QA0607
 QA0607  VERT ORDER  -  SECOND    CLASS 0
 QA0607
 QA0607.The horizontal coordinates were scaled from a topographic map and have
 QA0607.an estimated accuracy of +/- 6 seconds.
 QA0607
 QA0607.The orthometric height was determined by differential leveling
 QA0607.and adjusted by the National Geodetic Survey in June 1991..
 QA0607
 QA0607.The geoid height was determined by GEOID03.
 QA0607
 QA0607.The dynamic height is computed by dividing the NAVD 88
 QA0607.geopotential number by the normal gravity value computed on the
 QA0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0607.degrees latitude (g = 980.6199 gals.).
 QA0607
 QA0607.The modeled gravity was interpolated from observed gravity values.
 QA0607
 QA0607;                    North         East    Units  Estimated Accuracy
 QA0607;SPC ID W     -   329,770.      817,210.      MT  (+/- 180 meters Scaled)
 QA0607
 QA0607                          SUPERSEDED SURVEY CONTROL
 QA0607
 QA0607  NGVD 29 (??/??/92) 2024.303  (m)         6641.40   (f) ADJ UNCH    2 0
 QA0607
 QA0607.Superseded values are not recommended for survey control.
 QA0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0607.See file dsdata.txt to determine how the superseded data were derived.
 QA0607
 QA0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK163434(NAD 83)
 QA0607_MARKER: DB = BENCH MARK DISK
 QA0607_SETTING: 80 = SET IN A BOULDER
 QA0607_SP_SET: BOULDER
 QA0607_STAMPING: B 330 1948
 QA0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0607+STABILITY: SURFACE MOTION
 QA0607
 QA0607  HISTORY     - Date     Condition        Report By
 QA0607  HISTORY     - 1948     MONUMENTED       CGS
 QA0607
 QA0607                          STATION DESCRIPTION
 QA0607
 QA0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0607'1.9 MI S FROM LANDMARK RANGER STATION.
 QA0607'1.9 MILES SOUTH ALONG THE LANDMARK-STANLEY ROAD FROM THE RANGER
 QA0607'STATION AT LANDMARK, NEAR THE LANDMARK EMERGENCY LANDING FIELD, ABOUT
 QA0607'0.2 MILE EAST OF THE ENTRANCE TO THE FIELD, 125.0 FEET SOUTH OF THE
 QA0607'SOUTH BANK OF JOHNSON CREEK, 99.0 FEET NORTH OF THE CENTER LINE OF THE
 QA0607'ROAD, SET IN THE TOP OF A PROMINENT BOULDER PROJECTING 2.5 FEET ABOVE
 QA0607'THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0474 ***********************************************************************
 QA0474  DESIGNATION -  B 331
 QA0474  PID         -  QA0474
 QA0474  STATE/COUNTY-  ID/VALLEY
 QA0474  USGS QUAD   -  BERNARD MOUNTAIN (1988)
 QA0474
 QA0474                         *CURRENT SURVEY CONTROL
 QA0474  ___________________________________________________________________
 QA0474* NAD 83(1986)-  44 24 40.     (N)    115 35 40.     (W)     SCALED    
 QA0474* NAVD 88     -      1880.698  (meters)    6170.26   (feet)  ADJUSTED  
 QA0474  ___________________________________________________________________
 QA0474  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 QA0474  DYNAMIC HT  -        1879.647 (meters)    6166.81  (feet)  COMP
 QA0474  MODELED GRAV-     979,991.8   (mgal)                       NAVD 88
 QA0474
 QA0474  VERT ORDER  -  SECOND    CLASS 0
 QA0474
 QA0474.The horizontal coordinates were scaled from a topographic map and have
 QA0474.an estimated accuracy of +/- 6 seconds.
 QA0474
 QA0474.The orthometric height was determined by differential leveling
 QA0474.and adjusted by the National Geodetic Survey in June 1991..
 QA0474
 QA0474.The geoid height was determined by GEOID03.
 QA0474
 QA0474.The dynamic height is computed by dividing the NAVD 88
 QA0474.geopotential number by the normal gravity value computed on the
 QA0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0474.degrees latitude (g = 980.6199 gals.).
 QA0474
 QA0474.The modeled gravity was interpolated from observed gravity values.
 QA0474
 QA0474;                    North         East    Units  Estimated Accuracy
 QA0474;SPC ID W     -   304,880.      812,390.      MT  (+/- 180 meters Scaled)
 QA0474
 QA0474                          SUPERSEDED SURVEY CONTROL
 QA0474
 QA0474  NGVD 29 (??/??/92) 1879.425  (m)         6166.08   (f) ADJ UNCH    2 0
 QA0474
 QA0474.Superseded values are not recommended for survey control.
 QA0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0474.See file dsdata.txt to determine how the superseded data were derived.
 QA0474
 QA0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK119184(NAD 83)
 QA0474_MARKER: DB = BENCH MARK DISK
 QA0474_SETTING: 66 = SET IN ROCK OUTCROP
 QA0474_SP_SET: ROCK OUTCROP
 QA0474_STAMPING: B 331 1948
 QA0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0474+STABILITY: POSITION/ELEVATION WELL
 QA0474
 QA0474  HISTORY     - Date     Condition        Report By
 QA0474  HISTORY     - 1948     MONUMENTED       CGS
 QA0474
 QA0474                          STATION DESCRIPTION
 QA0474
 QA0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0474'2.9 MI S FROM UPPER DEADWOOD G. S..
 QA0474'2.9 MILES SOUTH ALONG THE LANDMARK-STANLEY ROAD FROM THE UPPER
 QA0474'DEADWOOD GUARD STATION, AT A DRAW, AT A PROMINENT ROCK KNOLL, 42.0
 QA0474'FEET NORTH OF THE CENTER LINE OF THE ROAD, 54.0 FEET NORTHEAST OF A
 QA0474'14-INCH PINE TREE WITH A TRIANGULAR BLAZE, 19.0 FEET EAST OF THE EAST
 QA0474'EDGE OF THE DRAW, SET IN THE TOP OF A PROMINENT ROCK OUTCROP
 QA0474'PROJECTING 3.0 FEET ABOVE THE GROUND AND ABOUT 7 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0744 ***********************************************************************
 OZ0744  DESIGNATION -  B 333
 OZ0744  PID         -  OZ0744
 OZ0744  STATE/COUNTY-  ID/BOISE
 OZ0744  USGS QUAD   -  TWIN SPRINGS (1976)
 OZ0744
 OZ0744                         *CURRENT SURVEY CONTROL
 OZ0744  ___________________________________________________________________
 OZ0744* NAD 83(1986)-  43 39 59.     (N)    115 41 53.     (W)     SCALED    
 OZ0744* NAVD 88     -      1019.204  (meters)    3343.84   (feet)  ADJUSTED  
 OZ0744  ___________________________________________________________________
 OZ0744  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 OZ0744  DYNAMIC HT  -        1018.732 (meters)    3342.29  (feet)  COMP
 OZ0744  MODELED GRAV-     980,122.5   (mgal)                       NAVD 88
 OZ0744
 OZ0744  VERT ORDER  -  SECOND    CLASS 0
 OZ0744
 OZ0744.The horizontal coordinates were scaled from a topographic map and have
 OZ0744.an estimated accuracy of +/- 6 seconds.
 OZ0744
 OZ0744.The orthometric height was determined by differential leveling
 OZ0744.and adjusted by the National Geodetic Survey in June 1991..
 OZ0744
 OZ0744.The geoid height was determined by GEOID03.
 OZ0744
 OZ0744.The dynamic height is computed by dividing the NAVD 88
 OZ0744.geopotential number by the normal gravity value computed on the
 OZ0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0744.degrees latitude (g = 980.6199 gals.).
 OZ0744
 OZ0744.The modeled gravity was interpolated from observed gravity values.
 OZ0744
 OZ0744;                    North         East    Units  Estimated Accuracy
 OZ0744;SPC ID W     -   222,130.      804,190.      MT  (+/- 180 meters Scaled)
 OZ0744
 OZ0744                          SUPERSEDED SURVEY CONTROL
 OZ0744
 OZ0744  NGVD 29 (??/??/92) 1018.143  (m)         3340.36   (f) ADJ UNCH    2 0
 OZ0744
 OZ0744.Superseded values are not recommended for survey control.
 OZ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0744.See file dsdata.txt to determine how the superseded data were derived.
 OZ0744
 OZ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ049356(NAD 83)
 OZ0744_MARKER: DB = BENCH MARK DISK
 OZ0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0744_STAMPING: B 333 1950
 OZ0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0744+STABILITY: SURFACE MOTION
 OZ0744
 OZ0744  HISTORY     - Date     Condition        Report By
 OZ0744  HISTORY     - 1950     MONUMENTED       CGS
 OZ0744
 OZ0744                          STATION DESCRIPTION
 OZ0744
 OZ0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0744'0.2 MI SW FROM TWIN SPRINGS.
 OZ0744'0.2 MILE SOUTHWEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0744'POST OFFICE AT TWIN SPRINGS, 0.1 MILE SOUTHEAST OF AN ALDER CREEK
 OZ0744'SIGN, AT THE WEST END OF A CURVE THROUGH A CUT, 42 1/2 FEET SOUTH OF A
 OZ0744'30-INCH PINE TREE ON THE SOUTHWEST SHOULDER OF THE ROAD, 39 1/2 FEET
 OZ0744'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 16.3 FEET SOUTHWEST OF A
 OZ0744'FENCE, 11 FEET NORTHWEST OF A 42-INCH PINE TREE, 2.3 FEET SOUTHWEST OF
 OZ0744'A WITNESS POST, ABOUT 6 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 OZ0744'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0339 ***********************************************************************
 OZ0339  DESIGNATION -  B 334
 OZ0339  PID         -  OZ0339
 OZ0339  STATE/COUNTY-  ID/ELMORE
 OZ0339  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0339
 OZ0339                         *CURRENT SURVEY CONTROL
 OZ0339  ___________________________________________________________________
 OZ0339* NAD 83(1986)-  43 48 29.     (N)    115 22 32.     (W)     SCALED    
 OZ0339* NAVD 88     -      1309.718  (meters)    4296.97   (feet)  ADJUSTED  
 OZ0339  ___________________________________________________________________
 OZ0339  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 OZ0339  DYNAMIC HT  -        1309.013 (meters)    4294.65  (feet)  COMP
 OZ0339  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 OZ0339
 OZ0339  VERT ORDER  -  SECOND    CLASS 0
 OZ0339
 OZ0339.The horizontal coordinates were scaled from a topographic map and have
 OZ0339.an estimated accuracy of +/- 6 seconds.
 OZ0339
 OZ0339.The orthometric height was determined by differential leveling
 OZ0339.and adjusted by the National Geodetic Survey in June 1991..
 OZ0339
 OZ0339.The geoid height was determined by GEOID03.
 OZ0339
 OZ0339.The dynamic height is computed by dividing the NAVD 88
 OZ0339.geopotential number by the normal gravity value computed on the
 OZ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0339.degrees latitude (g = 980.6199 gals.).
 OZ0339
 OZ0339.The modeled gravity was interpolated from observed gravity values.
 OZ0339
 OZ0339;                    North         East    Units  Estimated Accuracy
 OZ0339;SPC ID W     -   237,930.      830,130.      MT  (+/- 180 meters Scaled)
 OZ0339
 OZ0339                          SUPERSEDED SURVEY CONTROL
 OZ0339
 OZ0339  NGVD 29 (??/??/92) 1308.544  (m)         4293.11   (f) ADJ UNCH    2 0
 OZ0339
 OZ0339.Superseded values are not recommended for survey control.
 OZ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0339.See file dsdata.txt to determine how the superseded data were derived.
 OZ0339
 OZ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ306518(NAD 83)
 OZ0339_MARKER: DB = BENCH MARK DISK
 OZ0339_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0339_SP_SET: CUT BANK
 OZ0339_STAMPING: B 334 1950
 OZ0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0339+STABILITY: POSITION/ELEVATION WELL
 OZ0339
 OZ0339  HISTORY     - Date     Condition        Report By
 OZ0339  HISTORY     - 1950     MONUMENTED       CGS
 OZ0339
 OZ0339                          STATION DESCRIPTION
 OZ0339
 OZ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0339'16.6 MI W FROM ATLANTA.
 OZ0339'16.6 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0339'OFFICE AT ATLANTA, 0.7 MILE SOUTHWEST OF THE DUTCH CREEK GUARD
 OZ0339'STATION, 298 FEET WEST OF THE WEST EDGE OF A CEMENT AND STONE MASONRY
 OZ0339'WATER FOUNTAIN, 130 FEET WEST OF A 14-INCH TRIANGULAR-BLAZED PINE
 OZ0339'TREE, 49 FEET EAST OF THE APPROXIMATE CENTER OF A HIGH POINTED
 OZ0339'OUTCROP, 18 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 7
 OZ0339'FEET HIGHER THAN THE ROAD, AND IN THE TOP OF A POINTED PROJECTION OF
 OZ0339'OUTCROP IN A CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0445 ***********************************************************************
 NV0445  DESIGNATION -  B 335 RESET
 NV0445  PID         -  NV0445
 NV0445  STATE/COUNTY-  ID/GOODING
 NV0445  USGS QUAD   -  GOODING (1992)
 NV0445
 NV0445                         *CURRENT SURVEY CONTROL
 NV0445  ___________________________________________________________________
 NV0445* NAD 83(1986)-  42 58 05.     (N)    114 42 47.     (W)     SCALED    
 NV0445* NAVD 88     -      1089.21   (meters)    3573.5    (feet)  RESET     
 NV0445  ___________________________________________________________________
 NV0445  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 NV0445
 NV0445  VERT ORDER  -  THIRD
 NV0445
 NV0445.The horizontal coordinates were scaled from a topographic map and have
 NV0445.an estimated accuracy of +/- 6 seconds.
 NV0445
 NV0445.The orthometric height was computed from unverified reset data.
 NV0445
 NV0445.The geoid height was determined by GEOID03.
 NV0445
 NV0445;                    North         East    Units  Estimated Accuracy
 NV0445;SPC ID C     -   144,800.      441,830.      MT  (+/- 180 meters Scaled)
 NV0445
 NV0445                          SUPERSEDED SURVEY CONTROL
 NV0445
 NV0445.No superseded survey control is available for this station.
 NV0445
 NV0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH865598(NAD 83)
 NV0445_MARKER: DB = BENCH MARK DISK
 NV0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0445_SP_SET: CULVERT
 NV0445_STAMPING: B 335 1969
 NV0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0445
 NV0445  HISTORY     - Date     Condition        Report By
 NV0445  HISTORY     - 1969     MONUMENTED       IDDT
 NV0445  HISTORY     - 1983     GOOD             NGS
 NV0445  HISTORY     - 20030111 MARK NOT FOUND   YERION
 NV0445
 NV0445                          STATION DESCRIPTION
 NV0445
 NV0445'DESCRIBED BY ID DEPT OF TRANSP 1969
 NV0445'2.0 MI N FROM GOODING.
 NV0445'2 MILES ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT GOODING, SET IN
 NV0445'THE NORTHEAST CORNER OF CONCRETE WINGWALL OF IRRIGATION BOX CULVERT.
 NV0445
 NV0445                          STATION RECOVERY (1983)
 NV0445
 NV0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0445'RECOVERED IN GOOD CONDITION.
 NV0445
 NV0445                          STATION RECOVERY (2003)
 NV0445
 NV0445'RECOVERY NOTE BY GEORGE YERION 2003 (GY)
 NV0445'HEADWALLS APPEAR TO HAVE BEEN EXTENDED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0216 ***********************************************************************
 OZ0216  DESIGNATION -  B 336
 OZ0216  PID         -  OZ0216
 OZ0216  STATE/COUNTY-  ID/CAMAS
 OZ0216  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0216
 OZ0216                         *CURRENT SURVEY CONTROL
 OZ0216  ___________________________________________________________________
 OZ0216* NAD 83(1986)-  43 20 32.     (N)    114 40 42.     (W)     SCALED    
 OZ0216* NAVD 88     -      1530.760  (meters)    5022.17   (feet)  ADJUSTED  
 OZ0216  ___________________________________________________________________
 OZ0216  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 OZ0216  DYNAMIC HT  -        1529.878 (meters)    5019.27  (feet)  COMP
 OZ0216  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 OZ0216
 OZ0216  VERT ORDER  -  SECOND    CLASS 0
 OZ0216
 OZ0216.The horizontal coordinates were scaled from a topographic map and have
 OZ0216.an estimated accuracy of +/- 6 seconds.
 OZ0216
 OZ0216.The orthometric height was determined by differential leveling
 OZ0216.and adjusted by the National Geodetic Survey in June 1991..
 OZ0216
 OZ0216.The geoid height was determined by GEOID03.
 OZ0216
 OZ0216.The dynamic height is computed by dividing the NAVD 88
 OZ0216.geopotential number by the normal gravity value computed on the
 OZ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0216.degrees latitude (g = 980.6199 gals.).
 OZ0216
 OZ0216.The modeled gravity was interpolated from observed gravity values.
 OZ0216
 OZ0216;                    North         East    Units  Estimated Accuracy
 OZ0216;SPC ID C     -   186,340.      445,000.      MT  (+/- 180 meters Scaled)
 OZ0216
 OZ0216                          SUPERSEDED SURVEY CONTROL
 OZ0216
 OZ0216  NGVD 29 (??/??/92) 1529.682  (m)         5018.63   (f) ADJ UNCH    2 0
 OZ0216
 OZ0216.Superseded values are not recommended for survey control.
 OZ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0216.See file dsdata.txt to determine how the superseded data were derived.
 OZ0216
 OZ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ881014(NAD 83)
 OZ0216_MARKER: DB = BENCH MARK DISK
 OZ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0216_STAMPING: B 336 1950
 OZ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0216+STABILITY: SURFACE MOTION
 OZ0216
 OZ0216  HISTORY     - Date     Condition        Report By
 OZ0216  HISTORY     - 1950     MONUMENTED       CGS
 OZ0216
 OZ0216                          STATION DESCRIPTION
 OZ0216
 OZ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0216'5.9 MI E FROM FAIRFIELD.
 OZ0216'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0216'THENCE 5.6 MILES EAST ALONG STATE HIGHWAY 22, 0.8 MILE EAST OF THE
 OZ0216'JUNCTION OF STATE HIGHWAY 46, 104 FEET EAST OF THE CENTER OF THE
 OZ0216'JUNCTION OF A PRIVATE DRIVEWAY LEADING SOUTH TO A FARMHOUSE, 38 FEET
 OZ0216'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 22, 29.9 FEET SOUTHWEST OF
 OZ0216'THE CENTER OF THE SOUTH END OF A 24-INCH CORRUGATED METAL PIPE
 OZ0216'CULVERT, 13 FEET EAST OF A TELEPHONE POLE AT THE NORTHEAST CORNER OF A
 OZ0216'YARD, 3.7 FEET WEST OF A WITNESS POST, 2.5 FEET NORTH OF A FENCE,
 OZ0216'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0216'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0121 ***********************************************************************
 OZ0121  DESIGNATION -  B 337
 OZ0121  PID         -  OZ0121
 OZ0121  STATE/COUNTY-  ID/BLAINE
 OZ0121  USGS QUAD   -  BELLEVUE (1986)
 OZ0121
 OZ0121                         *CURRENT SURVEY CONTROL
 OZ0121  ___________________________________________________________________
 OZ0121* NAD 83(1986)-  43 29 04.     (N)    114 21 59.     (W)     SCALED    
 OZ0121* NAVD 88     -      1667.777  (meters)    5471.70   (feet)  ADJUSTED  
 OZ0121  ___________________________________________________________________
 OZ0121  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 OZ0121  DYNAMIC HT  -        1666.797 (meters)    5468.48  (feet)  COMP
 OZ0121  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 OZ0121
 OZ0121  VERT ORDER  -  SECOND    CLASS 0
 OZ0121
 OZ0121.The horizontal coordinates were scaled from a topographic map and have
 OZ0121.an estimated accuracy of +/- 6 seconds.
 OZ0121
 OZ0121.The orthometric height was determined by differential leveling
 OZ0121.and adjusted by the National Geodetic Survey in June 1991..
 OZ0121
 OZ0121.The geoid height was determined by GEOID03.
 OZ0121
 OZ0121.The dynamic height is computed by dividing the NAVD 88
 OZ0121.geopotential number by the normal gravity value computed on the
 OZ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0121.degrees latitude (g = 980.6199 gals.).
 OZ0121
 OZ0121.The modeled gravity was interpolated from observed gravity values.
 OZ0121
 OZ0121;                    North         East    Units  Estimated Accuracy
 OZ0121;SPC ID C     -   201,980.      470,360.      MT  (+/- 180 meters Scaled)
 OZ0121
 OZ0121                          SUPERSEDED SURVEY CONTROL
 OZ0121
 OZ0121  NGVD 29 (??/??/92) 1666.644  (m)         5467.98   (f) ADJ UNCH    2 0
 OZ0121
 OZ0121.Superseded values are not recommended for survey control.
 OZ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0121.See file dsdata.txt to determine how the superseded data were derived.
 OZ0121
 OZ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ129179(NAD 83)
 OZ0121_MARKER: DB = BENCH MARK DISK
 OZ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0121_STAMPING: B 337 1950
 OZ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0121+STABILITY: SURFACE MOTION
 OZ0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0121+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 OZ0121
 OZ0121  HISTORY     - Date     Condition        Report By
 OZ0121  HISTORY     - 1950     MONUMENTED       CGS
 OZ0121  HISTORY     - 20060914 GOOD             USGS
 OZ0121
 OZ0121                          STATION DESCRIPTION
 OZ0121
 OZ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0121'3.9 MI SW FROM HAILEY.
 OZ0121'0.1 MILE NORTHWEST ALONG FIRST AVENUE FROM THE COUNTY COURTHOUSE AT
 OZ0121'HAILEY, THENCE 3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22, 184.3 FEET
 OZ0121'SOUTHWEST OF THE CENTER OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 64
 OZ0121'FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE JUNCTION OF A TRACK
 OZ0121'ROAD LEADING SOUTHEAST, 29 1/2 FEET WEST OF A POWER LINE POLE, 3.1
 OZ0121'FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 OZ0121'HIGHWAY, AND SET IN THE TOP OF A CONCRTETE POST PROJECTING 0.5 FOOT
 OZ0121'ABOVE THE GROUND.
 OZ0121
 OZ0121                          STATION RECOVERY (2006)
 OZ0121
 OZ0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0317 ***********************************************************************
 OZ0317  DESIGNATION -  B 338
 OZ0317  PID         -  OZ0317
 OZ0317  STATE/COUNTY-  ID/BLAINE
 OZ0317  USGS QUAD   -  SNOWYSIDE PEAK (1964)
 OZ0317
 OZ0317                         *CURRENT SURVEY CONTROL
 OZ0317  ___________________________________________________________________
 OZ0317* NAD 83(1986)-  43 53 43.     (N)    114 55 09.     (W)     SCALED    
 OZ0317* NAVD 88     -      2176.979  (meters)    7142.31   (feet)  ADJUSTED  
 OZ0317  ___________________________________________________________________
 OZ0317  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 OZ0317  DYNAMIC HT  -        2175.512 (meters)    7137.49  (feet)  COMP
 OZ0317  MODELED GRAV-     979,866.6   (mgal)                       NAVD 88
 OZ0317
 OZ0317  VERT ORDER  -  SECOND    CLASS 0
 OZ0317
 OZ0317.The horizontal coordinates were scaled from a topographic map and have
 OZ0317.an estimated accuracy of +/- 6 seconds.
 OZ0317
 OZ0317.The orthometric height was determined by differential leveling
 OZ0317.and adjusted by the National Geodetic Survey in June 1991..
 OZ0317
 OZ0317.The geoid height was determined by GEOID03.
 OZ0317
 OZ0317.The dynamic height is computed by dividing the NAVD 88
 OZ0317.geopotential number by the normal gravity value computed on the
 OZ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0317.degrees latitude (g = 980.6199 gals.).
 OZ0317
 OZ0317.The modeled gravity was interpolated from observed gravity values.
 OZ0317
 OZ0317;                    North         East    Units  Estimated Accuracy
 OZ0317;SPC ID C     -   247,970.      426,150.      MT  (+/- 180 meters Scaled)
 OZ0317
 OZ0317                          SUPERSEDED SURVEY CONTROL
 OZ0317
 OZ0317  NGVD 29 (??/??/92) 2175.576  (m)         7137.70   (f) ADJ UNCH    2 0
 OZ0317
 OZ0317.Superseded values are not recommended for survey control.
 OZ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0317.See file dsdata.txt to determine how the superseded data were derived.
 OZ0317
 OZ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ671623(NAD 83)
 OZ0317_MARKER: DB = BENCH MARK DISK
 OZ0317_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0317_SP_SET: OUTCROP
 OZ0317_STAMPING: B 338 1950
 OZ0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0317+STABILITY: POSITION/ELEVATION WELL
 OZ0317
 OZ0317  HISTORY     - Date     Condition        Report By
 OZ0317  HISTORY     - 1950     MONUMENTED       CGS
 OZ0317  HISTORY     - 1951     GOOD             NGS
 OZ0317
 OZ0317                          STATION DESCRIPTION
 OZ0317
 OZ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0317'4.6 MI SW FROM ALTURAS LAKE.
 OZ0317'4.1 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0317'OUTLET AT ALTURAS LAKE, THENCE 0.5 MILE SOUTHWEST ALONG ATLANTA TRAIL,
 OZ0317'ON THE HIGHEST ONE OF A GROUP OF PROMINENT ROCK OUTCROPS, 53 FEET
 OZ0317'NORTHWEST OF THE CENTER LINE OF THE TRAIL, 43 1/2 FEET NORTHWEST OF AN
 OZ0317'8-INCH PINE TREE WITH A TRIANGULAR BLAZE, 12 1/2 FEET WEST OF A
 OZ0317'10-INCH PINE TREE WITH A TRIANGULAR BLAZE, IN THE TOP OF THE
 OZ0317'APPROXIMATE CENTER OF THE HIGHEST OUTCROP MARKED WITH A PAINTED B M,
 OZ0317'AND ABOUT 12 FEET HIGHER THAN THE TRAIL.
 OZ0317
 OZ0317                          STATION RECOVERY (1951)
 OZ0317
 OZ0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0432 ***********************************************************************
 OZ0432  DESIGNATION -  B 339
 OZ0432  PID         -  OZ0432
 OZ0432  STATE/COUNTY-  ID/ELMORE
 OZ0432  USGS QUAD   -  HIGH PRAIRIE (1963)
 OZ0432
 OZ0432                         *CURRENT SURVEY CONTROL
 OZ0432  ___________________________________________________________________
 OZ0432* NAD 83(1986)-  43 20 12.     (N)    115 09 42.     (W)     SCALED    
 OZ0432* NAVD 88     -      1665.840  (meters)    5465.34   (feet)  ADJUSTED  
 OZ0432  ___________________________________________________________________
 OZ0432  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 OZ0432  DYNAMIC HT  -        1664.871 (meters)    5462.16  (feet)  COMP
 OZ0432  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 OZ0432
 OZ0432  VERT ORDER  -  SECOND    CLASS 0
 OZ0432
 OZ0432.The horizontal coordinates were scaled from a topographic map and have
 OZ0432.an estimated accuracy of +/- 6 seconds.
 OZ0432
 OZ0432.The orthometric height was determined by differential leveling
 OZ0432.and adjusted by the National Geodetic Survey in June 1991..
 OZ0432
 OZ0432.The geoid height was determined by GEOID03.
 OZ0432
 OZ0432.The dynamic height is computed by dividing the NAVD 88
 OZ0432.geopotential number by the normal gravity value computed on the
 OZ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0432.degrees latitude (g = 980.6199 gals.).
 OZ0432
 OZ0432.The modeled gravity was interpolated from observed gravity values.
 OZ0432
 OZ0432;                    North         East    Units  Estimated Accuracy
 OZ0432;SPC ID W     -   185,660.      847,710.      MT  (+/- 180 meters Scaled)
 OZ0432
 OZ0432                          SUPERSEDED SURVEY CONTROL
 OZ0432
 OZ0432  NGVD 29 (??/??/92) 1664.747  (m)         5461.76   (f) ADJ UNCH    2 0
 OZ0432
 OZ0432.Superseded values are not recommended for survey control.
 OZ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0432.See file dsdata.txt to determine how the superseded data were derived.
 OZ0432
 OZ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH490998(NAD 83)
 OZ0432_MARKER: DB = BENCH MARK DISK
 OZ0432_SETTING: 80 = SET IN A BOULDER
 OZ0432_SP_SET: BOULDER
 OZ0432_STAMPING: B 339 1950
 OZ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0432+STABILITY: SURFACE MOTION
 OZ0432
 OZ0432  HISTORY     - Date     Condition        Report By
 OZ0432  HISTORY     - 1950     MONUMENTED       CGS
 OZ0432
 OZ0432                          STATION DESCRIPTION
 OZ0432
 OZ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0432'12.2 MI W FROM CORRAL.
 OZ0432'0.6 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE AT
 OZ0432'CORRAL, THENCE 11.6 MILES WEST ALONG A GRADED COUNTY ROAD, AT THE
 OZ0432'SUMMIT OF A GRADE, 0.15 MILE WEST OF A TURNOUT, 0.5 MILE EAST OF A
 OZ0432'PROMINENT POINTED OUTCROP ON THE SOUTH END OF A NORTH-SOUTH RIDGE,
 OZ0432'ABOUT 100 YARDS NORTHWEST OF AND ACROSS THE ROAD FROM A TELEPHONE
 OZ0432'LINE, ON THE INSIDE OF A CURVE, 30 FEET NORTH OF THE CENTER LINE OF
 OZ0432'THE ROAD, IN THE TOP OF A FLAT-TOPPED BOULDER PROJECTING 0.8 FOOT
 OZ0432'ABOVE THE GROUND, ABOUT 2 FEET HIGHER THAN THE ROAD AND MARKED BY THE
 OZ0432'WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0183 ***********************************************************************
 PZ0183  DESIGNATION -  B 34
 PZ0183  PID         -  PZ0183
 PZ0183  STATE/COUNTY-  ID/CLARK
 PZ0183  USGS QUAD   -  SMALL (1964)
 PZ0183
 PZ0183                         *CURRENT SURVEY CONTROL
 PZ0183  ___________________________________________________________________
 PZ0183* NAD 83(1986)-  44 07 56.     (N)    112 29 34.     (W)     SCALED    
 PZ0183* NAVD 88     -      1490.854  (meters)    4891.24   (feet)  ADJUSTED  
 PZ0183  ___________________________________________________________________
 PZ0183  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 PZ0183  DYNAMIC HT  -        1490.137 (meters)    4888.89  (feet)  COMP
 PZ0183  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 PZ0183
 PZ0183  VERT ORDER  -  SECOND    CLASS 0
 PZ0183
 PZ0183.The horizontal coordinates were scaled from a topographic map and have
 PZ0183.an estimated accuracy of +/- 6 seconds.
 PZ0183
 PZ0183.The orthometric height was determined by differential leveling
 PZ0183.and adjusted by the National Geodetic Survey in June 1991..
 PZ0183
 PZ0183.The geoid height was determined by GEOID03.
 PZ0183
 PZ0183.The dynamic height is computed by dividing the NAVD 88
 PZ0183.geopotential number by the normal gravity value computed on the
 PZ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0183.degrees latitude (g = 980.6199 gals.).
 PZ0183
 PZ0183.The modeled gravity was interpolated from observed gravity values.
 PZ0183
 PZ0183;                    North         East    Units  Estimated Accuracy
 PZ0183;SPC ID E     -   273,940.      173,900.      MT  (+/- 180 meters Scaled)
 PZ0183
 PZ0183                          SUPERSEDED SURVEY CONTROL
 PZ0183
 PZ0183  NGVD 29 (??/??/92) 1489.753  (m)         4887.63   (f) ADJ UNCH    2 0
 PZ0183
 PZ0183.Superseded values are not recommended for survey control.
 PZ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0183.See file dsdata.txt to determine how the superseded data were derived.
 PZ0183
 PZ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP805876(NAD 83)
 PZ0183_MARKER: DB = BENCH MARK DISK
 PZ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0183_STAMPING: B 34 1934
 PZ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0183+STABILITY: SURFACE MOTION
 PZ0183
 PZ0183  HISTORY     - Date     Condition        Report By
 PZ0183  HISTORY     - 1934     MONUMENTED       CGS
 PZ0183  HISTORY     - 20000601 MARK NOT FOUND   IDTD
 PZ0183
 PZ0183                          STATION DESCRIPTION
 PZ0183
 PZ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PZ0183'17 MI SW FROM DUBOIS.
 PZ0183'ABOUT 17 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 PZ0183'AT DUBOIS, CLARK COUNTY, 0.7 MILE NORTHEAST OF THE POST OFFICE AT
 PZ0183'WINSPER, 0.3 MILE NORTHEAST OF A FARMHOUSE, 500 FEET FROM A SHARP BEND
 PZ0183'TO THE RIGHT, 40 FEET FROM THE CENTERLINE OF THE HIGHWAY, AND 5 FEET
 PZ0183'EAST OF A 4-1/2-FOOT POST.  A STANDARD DISK, STAMPED B 34 1934 AND SET
 PZ0183'IN THE TOP OF A CONCRETE POST.
 PZ0183
 PZ0183                          STATION RECOVERY (2000)
 PZ0183
 PZ0183'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 PZ0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0465 ***********************************************************************
 OZ0465  DESIGNATION -  B 340
 OZ0465  PID         -  OZ0465
 OZ0465  STATE/COUNTY-  ID/ELMORE
 OZ0465  USGS QUAD   -  PINE (1973)
 OZ0465
 OZ0465                         *CURRENT SURVEY CONTROL
 OZ0465  ___________________________________________________________________
 OZ0465* NAD 83(1986)-  43 27 46.     (N)    115 18 36.     (W)     SCALED    
 OZ0465* NAVD 88     -      1281.361  (meters)    4203.93   (feet)  ADJUSTED  
 OZ0465  ___________________________________________________________________
 OZ0465  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 OZ0465  DYNAMIC HT  -        1280.673 (meters)    4201.67  (feet)  COMP
 OZ0465  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 OZ0465
 OZ0465  VERT ORDER  -  SECOND    CLASS 0
 OZ0465
 OZ0465.The horizontal coordinates were scaled from a topographic map and have
 OZ0465.an estimated accuracy of +/- 6 seconds.
 OZ0465
 OZ0465.The orthometric height was determined by differential leveling
 OZ0465.and adjusted by the National Geodetic Survey in June 1991..
 OZ0465
 OZ0465.The geoid height was determined by GEOID03.
 OZ0465
 OZ0465.The dynamic height is computed by dividing the NAVD 88
 OZ0465.geopotential number by the normal gravity value computed on the
 OZ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0465.degrees latitude (g = 980.6199 gals.).
 OZ0465
 OZ0465.The modeled gravity was interpolated from observed gravity values.
 OZ0465
 OZ0465;                    North         East    Units  Estimated Accuracy
 OZ0465;SPC ID W     -   199,600.      835,610.      MT  (+/- 180 meters Scaled)
 OZ0465
 OZ0465                          SUPERSEDED SURVEY CONTROL
 OZ0465
 OZ0465  NGVD 29 (??/??/92) 1280.285  (m)         4200.40   (f) ADJ UNCH    2 0
 OZ0465
 OZ0465.Superseded values are not recommended for survey control.
 OZ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0465.See file dsdata.txt to determine how the superseded data were derived.
 OZ0465
 OZ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ367135(NAD 83)
 OZ0465_MARKER: DB = BENCH MARK DISK
 OZ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0465_STAMPING: B 340 1950
 OZ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0465+STABILITY: SURFACE MOTION
 OZ0465
 OZ0465  HISTORY     - Date     Condition        Report By
 OZ0465  HISTORY     - 1950     MONUMENTED       CGS
 OZ0465  HISTORY     - 1973     GOOD             USGS
 OZ0465
 OZ0465                          STATION DESCRIPTION
 OZ0465
 OZ0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0465'1.6 MI S FROM PINE.
 OZ0465'1.6 MILES SOUTH ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0465'PINE, AT THE PINE AIRPORT, ABOUT 15 FEET SOUTHWEST OF THE SOUTHWEST
 OZ0465'CORNER OF THE RUNWAY, 57 FEET NORTHEAST OF A LONE COTTONWOOD TREE, 46
 OZ0465'FEET EAST OF THE APPROXIMATE CENTER OF A SMALL DRAIN DITCH, 19 FEET
 OZ0465'WEST OF THE WEST EDGE OF THE RUNWAY, 2.5 FEET SOUTH OF A WITNESS POST,
 OZ0465'ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST
 OZ0465'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OZ0465
 OZ0465                          STATION RECOVERY (1973)
 OZ0465
 OZ0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0797 ***********************************************************************
 RZ0797  DESIGNATION -  B 3404
 RZ0797  PID         -  RZ0797
 RZ0797  STATE/COUNTY-  ID/LATAH
 RZ0797  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0797
 RZ0797                         *CURRENT SURVEY CONTROL
 RZ0797  ___________________________________________________________________
 RZ0797* NAD 83(1986)-  46 43 39.     (N)    117 00 38.     (W)     SCALED    
 RZ0797* NAVD 88     -       805.746  (meters)    2643.52   (feet)  ADJUSTED  
 RZ0797  ___________________________________________________________________
 RZ0797  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 RZ0797  DYNAMIC HT  -         805.686 (meters)    2643.32  (feet)  COMP
 RZ0797  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 RZ0797
 RZ0797  VERT ORDER  -  SECOND    CLASS 0
 RZ0797
 RZ0797.The horizontal coordinates were scaled from a topographic map and have
 RZ0797.an estimated accuracy of +/- 6 seconds.
 RZ0797
 RZ0797.The orthometric height was determined by differential leveling
 RZ0797.and adjusted by the National Geodetic Survey in June 1991..
 RZ0797
 RZ0797.The geoid height was determined by GEOID03.
 RZ0797
 RZ0797.The dynamic height is computed by dividing the NAVD 88
 RZ0797.geopotential number by the normal gravity value computed on the
 RZ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0797.degrees latitude (g = 980.6199 gals.).
 RZ0797
 RZ0797.The modeled gravity was interpolated from observed gravity values.
 RZ0797
 RZ0797;                    North         East    Units  Estimated Accuracy
 RZ0797;SPC ID W     -   563,070.      703,650.      MT  (+/- 180 meters Scaled)
 RZ0797
 RZ0797                          SUPERSEDED SURVEY CONTROL
 RZ0797
 RZ0797  NGVD 29 (??/??/92)  804.648  (m)         2639.92   (f) ADJ UNCH    2 0
 RZ0797
 RZ0797.Superseded values are not recommended for survey control.
 RZ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0797.See file dsdata.txt to determine how the superseded data were derived.
 RZ0797
 RZ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM991748(NAD 83)
 RZ0797_MARKER: DD = SURVEY DISK
 RZ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0797_STAMPING: B 3404
 RZ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0797+STABILITY: SURFACE MOTION
 RZ0797
 RZ0797  HISTORY     - Date     Condition        Report By
 RZ0797  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0797  HISTORY     - 1952     GOOD             NGS
 RZ0797
 RZ0797                          STATION DESCRIPTION
 RZ0797
 RZ0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0797'IN MOSCOW.
 RZ0797'AT MOSCOW, ON THE CAMPUS OF THE UNIVERSITY OF IDAHO, 67 FEET SOUTH OF
 RZ0797'THE INTERSECTION OF A NORTH-SOUTH SIDEWALK AND A NORTHEAST-SOUTHWEST
 RZ0797'SIDEWALK, 63.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OLE
 RZ0797'GABRIEL HAGBURG MONUMENT, 28 FEET OF THE FLAG POLE, 10.3 FEET EAST OF
 RZ0797'THE EAST EDGE OF THE NORTH-SOUTH SIDEWALK, ABOUT LEVEL WITH THE
 RZ0797'SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0803 ***********************************************************************
 RZ0803  DESIGNATION -  B 3406
 RZ0803  PID         -  RZ0803
 RZ0803  STATE/COUNTY-  ID/LATAH
 RZ0803  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0803
 RZ0803                         *CURRENT SURVEY CONTROL
 RZ0803  ___________________________________________________________________
 RZ0803* NAD 83(1986)-  46 43 30.     (N)    117 00 05.     (W)     SCALED    
 RZ0803* NAVD 88     -       784.827  (meters)    2574.89   (feet)  ADJUSTED  
 RZ0803  ___________________________________________________________________
 RZ0803  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 RZ0803  DYNAMIC HT  -         784.768 (meters)    2574.69  (feet)  COMP
 RZ0803  MODELED GRAV-     980,513.2   (mgal)                       NAVD 88
 RZ0803
 RZ0803  VERT ORDER  -  SECOND    CLASS 0
 RZ0803
 RZ0803.The horizontal coordinates were scaled from a topographic map and have
 RZ0803.an estimated accuracy of +/- 6 seconds.
 RZ0803
 RZ0803.The orthometric height was determined by differential leveling
 RZ0803.and adjusted by the National Geodetic Survey in June 1991..
 RZ0803
 RZ0803.The geoid height was determined by GEOID03.
 RZ0803
 RZ0803.The dynamic height is computed by dividing the NAVD 88
 RZ0803.geopotential number by the normal gravity value computed on the
 RZ0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0803.degrees latitude (g = 980.6199 gals.).
 RZ0803
 RZ0803.The modeled gravity was interpolated from observed gravity values.
 RZ0803
 RZ0803;                    North         East    Units  Estimated Accuracy
 RZ0803;SPC ID W     -   562,790.      704,340.      MT  (+/- 180 meters Scaled)
 RZ0803
 RZ0803                          SUPERSEDED SURVEY CONTROL
 RZ0803
 RZ0803  NGVD 29 (??/??/92)  783.728  (m)         2571.28   (f) ADJ UNCH    2 0
 RZ0803
 RZ0803.Superseded values are not recommended for survey control.
 RZ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0803.See file dsdata.txt to determine how the superseded data were derived.
 RZ0803
 RZ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM998746(NAD 83)
 RZ0803_MARKER: DD = SURVEY DISK
 RZ0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0803_STAMPING: B 3406
 RZ0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0803+STABILITY: SURFACE MOTION
 RZ0803
 RZ0803  HISTORY     - Date     Condition        Report By
 RZ0803  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0803  HISTORY     - 1952     GOOD             NGS
 RZ0803  HISTORY     - 1964     MARK NOT FOUND   NGS
 RZ0803
 RZ0803                          STATION DESCRIPTION
 RZ0803
 RZ0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0803'IN MOSCOW.
 RZ0803'AT MOSCOW, AT THE JUNCTION OF SWEET AVENUE AND U. S. HIGHWAY 95, 93.9
 RZ0803'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK OF THE NORTHERN
 RZ0803'PACIFIC RAILWAY, 80 FEET NORTHEAST OF THE CENTER LINE OF THE AVENUE,
 RZ0803'40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20.5 FEET NORTH OF THE
 RZ0803'NORTH RAIL OF A SPUR TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 RZ0803'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. NOTE-- REPORTED TO
 RZ0803'BE FILLED OVER BY GRAVEL IN DRIVEWAY.
 RZ0803
 RZ0803                          STATION RECOVERY (1964)
 RZ0803
 RZ0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RZ0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0403 ***********************************************************************
 RZ0403  DESIGNATION -  B 3408
 RZ0403  PID         -  RZ0403
 RZ0403  STATE/COUNTY-  ID/LATAH
 RZ0403  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0403
 RZ0403                         *CURRENT SURVEY CONTROL
 RZ0403  ___________________________________________________________________
 RZ0403* NAD 83(1986)-  46 43 09.     (N)    116 58 43.     (W)     SCALED    
 RZ0403* NAVD 88     -       800.491  (meters)    2626.28   (feet)  ADJUSTED  
 RZ0403  ___________________________________________________________________
 RZ0403  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 RZ0403  DYNAMIC HT  -         800.427 (meters)    2626.07  (feet)  COMP
 RZ0403  MODELED GRAV-     980,507.0   (mgal)                       NAVD 88
 RZ0403
 RZ0403  VERT ORDER  -  SECOND    CLASS 0
 RZ0403
 RZ0403.The horizontal coordinates were scaled from a topographic map and have
 RZ0403.an estimated accuracy of +/- 6 seconds.
 RZ0403
 RZ0403.The orthometric height was determined by differential leveling
 RZ0403.and adjusted by the National Geodetic Survey in June 1991..
 RZ0403
 RZ0403.The geoid height was determined by GEOID03.
 RZ0403
 RZ0403.The dynamic height is computed by dividing the NAVD 88
 RZ0403.geopotential number by the normal gravity value computed on the
 RZ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0403.degrees latitude (g = 980.6199 gals.).
 RZ0403
 RZ0403.The modeled gravity was interpolated from observed gravity values.
 RZ0403
 RZ0403;                    North         East    Units  Estimated Accuracy
 RZ0403;SPC ID W     -   562,110.      706,080.      MT  (+/- 180 meters Scaled)
 RZ0403
 RZ0403                          SUPERSEDED SURVEY CONTROL
 RZ0403
 RZ0403  NGVD 29 (??/??/92)  799.386  (m)         2622.65   (f) ADJ UNCH    2 0
 RZ0403
 RZ0403.Superseded values are not recommended for survey control.
 RZ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0403.See file dsdata.txt to determine how the superseded data were derived.
 RZ0403
 RZ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM016739(NAD 83)
 RZ0403_MARKER: DD = SURVEY DISK
 RZ0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0403_STAMPING: B 3408
 RZ0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0403+STABILITY: SURFACE MOTION
 RZ0403
 RZ0403  HISTORY     - Date     Condition        Report By
 RZ0403  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0403  HISTORY     - 1952     GOOD             NGS
 RZ0403
 RZ0403                          STATION DESCRIPTION
 RZ0403
 RZ0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0403'1.5 MI E FROM MOSCOW.
 RZ0403'0.4 MILE SOUTH ALONG WASHINGTON STREET FROM THE POST OFFICE AT MOSCOW,
 RZ0403'THENCE 1.1 MILES EAST ALONG STATE HIGHWAY 8, AT THE MOSCOW CEMETERY,
 RZ0403'112 FEET SOUTHWEST OF THE MAIN ENTRANCE, 40 FEET SOUTH OF THE CENTER
 RZ0403'LINE OF THE HIGHWAY, 29 FEET NORTH OF THE NORTH RAIL OF THE NORTHERN
 RZ0403'PACIFIC RAILWAY, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER
 RZ0403'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 RZ0403'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0286 ***********************************************************************
 NT0286  DESIGNATION -  B 341
 NT0286  PID         -  NT0286
 NT0286  STATE/COUNTY-  ID/FRANKLIN
 NT0286  USGS QUAD   -  FRANKLIN (1969)
 NT0286
 NT0286                         *CURRENT SURVEY CONTROL
 NT0286  ___________________________________________________________________
 NT0286* NAD 83(1986)-  42 07 13.     (N)    111 51 09.     (W)     SCALED    
 NT0286* NAVD 88     -      1458.983  (meters)    4786.68   (feet)  ADJUSTED  
 NT0286  ___________________________________________________________________
 NT0286  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NT0286  DYNAMIC HT  -        1457.967 (meters)    4783.35  (feet)  COMP
 NT0286  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 NT0286
 NT0286  VERT ORDER  -  SECOND    CLASS 0
 NT0286
 NT0286.The horizontal coordinates were scaled from a topographic map and have
 NT0286.an estimated accuracy of +/- 6 seconds.
 NT0286
 NT0286.The orthometric height was determined by differential leveling
 NT0286.and adjusted by the National Geodetic Survey in June 1991..
 NT0286
 NT0286.The geoid height was determined by GEOID03.
 NT0286
 NT0286.The dynamic height is computed by dividing the NAVD 88
 NT0286.geopotential number by the normal gravity value computed on the
 NT0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0286.degrees latitude (g = 980.6199 gals.).
 NT0286
 NT0286.The modeled gravity was interpolated from observed gravity values.
 NT0286
 NT0286;                    North         East    Units  Estimated Accuracy
 NT0286;SPC ID E     -    50,430.      225,980.      MT  (+/- 180 meters Scaled)
 NT0286
 NT0286                          SUPERSEDED SURVEY CONTROL
 NT0286
 NT0286  NGVD 29 (??/??/92) 1457.935  (m)         4783.24   (f) ADJ UNCH    2 0
 NT0286
 NT0286.Superseded values are not recommended for survey control.
 NT0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0286.See file dsdata.txt to determine how the superseded data were derived.
 NT0286
 NT0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM295634(NAD 83)
 NT0286_MARKER: DB = BENCH MARK DISK
 NT0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0286_STAMPING: B 341 1951
 NT0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0286+STABILITY: SURFACE MOTION
 NT0286
 NT0286  HISTORY     - Date     Condition        Report By
 NT0286  HISTORY     - 1951     MONUMENTED       CGS
 NT0286  HISTORY     - 1969     MARK NOT FOUND   USGS
 NT0286
 NT0286                          STATION DESCRIPTION
 NT0286
 NT0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0286'2.5 MI NE FROM PRESTON.
 NT0286'1 MILE NORTH ALONG U. S. HIGHWAY 91 FROM THE COURT HOUSE AT PRESTON,
 NT0286'THENCE 1.5 MILES NORTHEAST ALONG THE STATE HIGHWAY 34, 0.45 MILE
 NT0286'SOUTHWEST OF RADIO STATION KPST PRESTON, IDAHO, AND ABOUT 35 YARDS
 NT0286'SOUTHWEST OF A LARGE CONCRETE HEADWALL, 27 1/2 FEET SOUTHEAST OF THE
 NT0286'CENTER LINE OF THE HIGHWAY, 6 FEET NORTHEAST OF A TELEGRAPH LINE POLE,
 NT0286'1.3 FEET NORTHWEST OF A FENCE, 2.3 FEET SOUTHWEST OF A WITNESS POST,
 NT0286'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 NT0286'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NT0286
 NT0286                          STATION RECOVERY (1969)
 NT0286
 NT0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0812 ***********************************************************************
 RZ0812  DESIGNATION -  B 34106
 RZ0812  PID         -  RZ0812
 RZ0812  STATE/COUNTY-  ID/LATAH
 RZ0812  USGS QUAD   -  VIOLA (1964)
 RZ0812
 RZ0812                         *CURRENT SURVEY CONTROL
 RZ0812  ___________________________________________________________________
 RZ0812* NAD 83(1986)-  46 50 23.     (N)    117 01 41.     (W)     SCALED    
 RZ0812* NAVD 88     -       816.620  (meters)    2679.19   (feet)  ADJUSTED  
 RZ0812  ___________________________________________________________________
 RZ0812  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 RZ0812  DYNAMIC HT  -         816.559 (meters)    2678.99  (feet)  COMP
 RZ0812  MODELED GRAV-     980,511.7   (mgal)                       NAVD 88
 RZ0812
 RZ0812  VERT ORDER  -  SECOND    CLASS 0
 RZ0812
 RZ0812.The horizontal coordinates were scaled from a topographic map and have
 RZ0812.an estimated accuracy of +/- 6 seconds.
 RZ0812
 RZ0812.The orthometric height was determined by differential leveling
 RZ0812.and adjusted by the National Geodetic Survey in June 1991..
 RZ0812
 RZ0812.The geoid height was determined by GEOID03.
 RZ0812
 RZ0812.The dynamic height is computed by dividing the NAVD 88
 RZ0812.geopotential number by the normal gravity value computed on the
 RZ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0812.degrees latitude (g = 980.6199 gals.).
 RZ0812
 RZ0812.The modeled gravity was interpolated from observed gravity values.
 RZ0812
 RZ0812;                    North         East    Units  Estimated Accuracy
 RZ0812;SPC ID W     -   575,570.      702,510.      MT  (+/- 180 meters Scaled)
 RZ0812
 RZ0812                          SUPERSEDED SURVEY CONTROL
 RZ0812
 RZ0812  NGVD 29 (??/??/92)  815.504  (m)         2675.53   (f) ADJ UNCH    2 0
 RZ0812
 RZ0812.Superseded values are not recommended for survey control.
 RZ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0812.See file dsdata.txt to determine how the superseded data were derived.
 RZ0812
 RZ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM978873(NAD 83)
 RZ0812_MARKER: DD = SURVEY DISK
 RZ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0812_STAMPING: B 34106
 RZ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0812+STABILITY: SURFACE MOTION
 RZ0812
 RZ0812  HISTORY     - Date     Condition        Report By
 RZ0812  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0812  HISTORY     - 1952     GOOD             NGS
 RZ0812
 RZ0812                          STATION DESCRIPTION
 RZ0812
 RZ0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0812'8.3 MI N FROM MOSCOW.
 RZ0812'8.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RZ0812'MOSCOW, 6.1 MILES SOUTH OF PALOUSE, WASHINGTON, AT VIOLA, 3 POLES
 RZ0812'SOUTH OF MILEPOLE 82, AT A PRIVATE ROAD CROSSING, 75 FEET SOUTH OF THE
 RZ0812'CENTER LINE OF THE ROAD, 45 FEET EAST OF THE CENTER LINE OF THE TRACK,
 RZ0812'2.4 FEET WEST OF A FENCE, 0.9 FOOT NORTH OF A WITNESS POST, ABOUT 15
 RZ0812'FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 RZ0812'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0811 ***********************************************************************
 RZ0811  DESIGNATION -  B 34108
 RZ0811  PID         -  RZ0811
 RZ0811  STATE/COUNTY-  ID/LATAH
 RZ0811  USGS QUAD   -  VIOLA (1964)
 RZ0811
 RZ0811                         *CURRENT SURVEY CONTROL
 RZ0811  ___________________________________________________________________
 RZ0811* NAD 83(1986)-  46 50 56.     (N)    117 01 21.     (W)     SCALED    
 RZ0811* NAVD 88     -       839.295  (meters)    2753.59   (feet)  ADJUSTED  
 RZ0811  ___________________________________________________________________
 RZ0811  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 RZ0811  DYNAMIC HT  -         839.232 (meters)    2753.38  (feet)  COMP
 RZ0811  MODELED GRAV-     980,511.5   (mgal)                       NAVD 88
 RZ0811
 RZ0811  VERT ORDER  -  SECOND    CLASS 0
 RZ0811
 RZ0811.The horizontal coordinates were scaled from a topographic map and have
 RZ0811.an estimated accuracy of +/- 6 seconds.
 RZ0811
 RZ0811.The orthometric height was determined by differential leveling
 RZ0811.and adjusted by the National Geodetic Survey in June 1991..
 RZ0811
 RZ0811.The geoid height was determined by GEOID03.
 RZ0811
 RZ0811.The dynamic height is computed by dividing the NAVD 88
 RZ0811.geopotential number by the normal gravity value computed on the
 RZ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0811.degrees latitude (g = 980.6199 gals.).
 RZ0811
 RZ0811.The modeled gravity was interpolated from observed gravity values.
 RZ0811
 RZ0811;                    North         East    Units  Estimated Accuracy
 RZ0811;SPC ID W     -   576,580.      702,950.      MT  (+/- 180 meters Scaled)
 RZ0811
 RZ0811                          SUPERSEDED SURVEY CONTROL
 RZ0811
 RZ0811  NGVD 29 (??/??/92)  838.175  (m)         2749.91   (f) ADJ UNCH    2 0
 RZ0811
 RZ0811.Superseded values are not recommended for survey control.
 RZ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0811.See file dsdata.txt to determine how the superseded data were derived.
 RZ0811
 RZ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM982883(NAD 83)
 RZ0811_MARKER: DD = SURVEY DISK
 RZ0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0811_STAMPING: B 34108
 RZ0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0811+STABILITY: SURFACE MOTION
 RZ0811
 RZ0811  HISTORY     - Date     Condition        Report By
 RZ0811  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0811  HISTORY     - 1952     GOOD             NGS
 RZ0811  HISTORY     - 1981     GOOD             LOCENG
 RZ0811
 RZ0811                          STATION DESCRIPTION
 RZ0811
 RZ0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0811'5.3 MI S FROM PALOUSE, WA.
 RZ0811'5.3 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE NORTHERN
 RZ0811'PACIFIC RAILWAY STATION AT PALOUSE, ABOUT 0.5 MILE NORTHEAST OF VIOLA,
 RZ0811'12 POLES SOUTH OF MILEPOLE 81, 159 FEET NORTHWEST OF THE CENTER LINE
 RZ0811'OF U. S. HIGHWAY 95, 23 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 RZ0811'40-FOOT CUT, 6.0 FEET NORTHWEST OF A FENCE, 1.9 FEET NORTHEAST OF A
 RZ0811'WITNESS POST, ABOUT 40 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP
 RZ0811'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RZ0811
 RZ0811                          STATION RECOVERY (1981)
 RZ0811
 RZ0811'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 RZ0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0810 ***********************************************************************
 RZ0810  DESIGNATION -  B 34110
 RZ0810  PID         -  RZ0810
 RZ0810  STATE/COUNTY-  ID/LATAH
 RZ0810  USGS QUAD   -  VIOLA (1964)
 RZ0810
 RZ0810                         *CURRENT SURVEY CONTROL
 RZ0810  ___________________________________________________________________
 RZ0810* NAD 83(1986)-  46 51 07.     (N)    117 01 26.     (W)     SCALED    
 RZ0810* NAVD 88     -       826.004  (meters)    2709.98   (feet)  ADJUSTED  
 RZ0810  ___________________________________________________________________
 RZ0810  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 RZ0810  DYNAMIC HT  -         825.943 (meters)    2709.78  (feet)  COMP
 RZ0810  MODELED GRAV-     980,511.7   (mgal)                       NAVD 88
 RZ0810
 RZ0810  VERT ORDER  -  SECOND    CLASS 0
 RZ0810
 RZ0810.The horizontal coordinates were scaled from a topographic map and have
 RZ0810.an estimated accuracy of +/- 6 seconds.
 RZ0810
 RZ0810.The orthometric height was determined by differential leveling
 RZ0810.and adjusted by the National Geodetic Survey in June 1991..
 RZ0810
 RZ0810.The geoid height was determined by GEOID03.
 RZ0810
 RZ0810.The dynamic height is computed by dividing the NAVD 88
 RZ0810.geopotential number by the normal gravity value computed on the
 RZ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0810.degrees latitude (g = 980.6199 gals.).
 RZ0810
 RZ0810.The modeled gravity was interpolated from observed gravity values.
 RZ0810
 RZ0810;                    North         East    Units  Estimated Accuracy
 RZ0810;SPC ID W     -   576,920.      702,850.      MT  (+/- 180 meters Scaled)
 RZ0810
 RZ0810                          SUPERSEDED SURVEY CONTROL
 RZ0810
 RZ0810  NGVD 29 (??/??/92)  824.885  (m)         2706.31   (f) ADJ UNCH    2 0
 RZ0810
 RZ0810.Superseded values are not recommended for survey control.
 RZ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0810.See file dsdata.txt to determine how the superseded data were derived.
 RZ0810
 RZ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM981887(NAD 83)
 RZ0810_MARKER: DD = SURVEY DISK
 RZ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0810_STAMPING: B 34110
 RZ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0810+STABILITY: SURFACE MOTION
 RZ0810
 RZ0810  HISTORY     - Date     Condition        Report By
 RZ0810  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0810  HISTORY     - 1952     GOOD             NGS
 RZ0810
 RZ0810                          STATION DESCRIPTION
 RZ0810
 RZ0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0810'5.0 MI S FROM PALOUSE, WA.
 RZ0810'5.0 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE NORTHERN
 RZ0810'PACIFIC RAILWAY STATION AT PALOUSE, 3 POLES SOUTHEAST OF MILEPOLE 81,
 RZ0810'ABOUT 200 YARDS SOUTHWEST OF A TWO STORY FARMHOUSE, 32 FEET SOUTHWEST
 RZ0810'OF A FENCE, 17 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK,
 RZ0810'10.9 FEET SOUTHEAST OF A 2-INCH IRON PIPE SUPPORTING SIGN NO. 25, 2.2
 RZ0810'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 RZ0810'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0814 ***********************************************************************
 RZ0814  DESIGNATION -  B 34112
 RZ0814  PID         -  RZ0814
 RZ0814  STATE/COUNTY-  ID/LATAH
 RZ0814  USGS QUAD   -  VIOLA (1964)
 RZ0814
 RZ0814                         *CURRENT SURVEY CONTROL
 RZ0814  ___________________________________________________________________
 RZ0814* NAD 83(1986)-  46 49 25.     (N)    117 02 10.     (W)     SCALED    
 RZ0814* NAVD 88     -       819.980  (meters)    2690.22   (feet)  ADJUSTED  
 RZ0814  ___________________________________________________________________
 RZ0814  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 RZ0814  DYNAMIC HT  -         819.914 (meters)    2690.00  (feet)  COMP
 RZ0814  MODELED GRAV-     980,506.8   (mgal)                       NAVD 88
 RZ0814
 RZ0814  VERT ORDER  -  SECOND    CLASS 0
 RZ0814
 RZ0814.The horizontal coordinates were scaled from a topographic map and have
 RZ0814.an estimated accuracy of +/- 6 seconds.
 RZ0814
 RZ0814.The orthometric height was determined by differential leveling
 RZ0814.and adjusted by the National Geodetic Survey in June 1991..
 RZ0814
 RZ0814.The geoid height was determined by GEOID03.
 RZ0814
 RZ0814.The dynamic height is computed by dividing the NAVD 88
 RZ0814.geopotential number by the normal gravity value computed on the
 RZ0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0814.degrees latitude (g = 980.6199 gals.).
 RZ0814
 RZ0814.The modeled gravity was interpolated from observed gravity values.
 RZ0814
 RZ0814;                    North         East    Units  Estimated Accuracy
 RZ0814;SPC ID W     -   573,790.      701,870.      MT  (+/- 180 meters Scaled)
 RZ0814
 RZ0814                          SUPERSEDED SURVEY CONTROL
 RZ0814
 RZ0814  NGVD 29 (??/??/92)  818.860  (m)         2686.54   (f) ADJ UNCH    2 0
 RZ0814
 RZ0814.Superseded values are not recommended for survey control.
 RZ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0814.See file dsdata.txt to determine how the superseded data were derived.
 RZ0814
 RZ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM972855(NAD 83)
 RZ0814_MARKER: DD = SURVEY DISK
 RZ0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0814_STAMPING: B 34112
 RZ0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0814+STABILITY: SURFACE MOTION
 RZ0814
 RZ0814  HISTORY     - Date     Condition        Report By
 RZ0814  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0814  HISTORY     - 1952     GOOD             NGS
 RZ0814
 RZ0814                          STATION DESCRIPTION
 RZ0814
 RZ0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0814'7.1 MI N FROM MOSCOW.
 RZ0814'7.1 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RZ0814'MOSCOW, 0.3 MILE SOUTH OF THE SOUTH END OF WOODEN TRESTLE NO. 82.9
 RZ0814'OVER A SMALL CREEK AND AN ASPHALT ROAD, 0.3 MILE SOUTH OF MILEPOLE 83,
 RZ0814'TWO POLES NORTH OF A PRIVATE ROAD CROSSING, 53 1/2 FEET NORTH OF A
 RZ0814'TELEGRAPH POLE, 44 1/2 FEET WEST OF THE CENTER LINE OF THE TRACK, 6
 RZ0814'1/2 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 8
 RZ0814'FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 RZ0814'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0406 ***********************************************************************
 RZ0406  DESIGNATION -  B 3412
 RZ0406  PID         -  RZ0406
 RZ0406  STATE/COUNTY-  ID/LATAH
 RZ0406  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0406
 RZ0406                         *CURRENT SURVEY CONTROL
 RZ0406  ___________________________________________________________________
 RZ0406* NAD 83(1986)-  46 43 09.     (N)    116 57 43.     (W)     SCALED    
 RZ0406* NAVD 88     -       800.442  (meters)    2626.12   (feet)  ADJUSTED  
 RZ0406  ___________________________________________________________________
 RZ0406  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 RZ0406  DYNAMIC HT  -         800.378 (meters)    2625.91  (feet)  COMP
 RZ0406  MODELED GRAV-     980,507.4   (mgal)                       NAVD 88
 RZ0406
 RZ0406  VERT ORDER  -  SECOND    CLASS 0
 RZ0406
 RZ0406.The horizontal coordinates were scaled from a topographic map and have
 RZ0406.an estimated accuracy of +/- 6 seconds.
 RZ0406
 RZ0406.The orthometric height was determined by differential leveling
 RZ0406.and adjusted by the National Geodetic Survey in June 1991..
 RZ0406
 RZ0406.The geoid height was determined by GEOID03.
 RZ0406
 RZ0406.The dynamic height is computed by dividing the NAVD 88
 RZ0406.geopotential number by the normal gravity value computed on the
 RZ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0406.degrees latitude (g = 980.6199 gals.).
 RZ0406
 RZ0406.The modeled gravity was interpolated from observed gravity values.
 RZ0406
 RZ0406;                    North         East    Units  Estimated Accuracy
 RZ0406;SPC ID W     -   562,090.      707,350.      MT  (+/- 180 meters Scaled)
 RZ0406
 RZ0406                          SUPERSEDED SURVEY CONTROL
 RZ0406
 RZ0406  NGVD 29 (??/??/92)  799.338  (m)         2622.49   (f) ADJ UNCH    2 0
 RZ0406
 RZ0406.Superseded values are not recommended for survey control.
 RZ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0406.See file dsdata.txt to determine how the superseded data were derived.
 RZ0406
 RZ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM029739(NAD 83)
 RZ0406_MARKER: DD = SURVEY DISK
 RZ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0406_STAMPING: B 3412
 RZ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0406+STABILITY: SURFACE MOTION
 RZ0406
 RZ0406  HISTORY     - Date     Condition        Report By
 RZ0406  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0406  HISTORY     - 1952     GOOD             NGS
 RZ0406
 RZ0406                          STATION DESCRIPTION
 RZ0406
 RZ0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0406'2.3 MI E FROM MOSCOW.
 RZ0406'0.4 MILE SOUTH ALONG WASHINGTON STREET FROM THE POST OFFICE AT MOSCOW,
 RZ0406'THENCE 1.8 MILES EAST ALONG STATE HIGHWAY 8, THENCE 0.1 MILE SOUTH
 RZ0406'ACROSS COUNTRY, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE JUNCTION
 RZ0406'OF A COUNTY ROAD AND A DRIVEWAY LEADING TO A RANCHHOUSE, 25 FEET SOUTH
 RZ0406'OF THE CENTER LINE OF THE ROAD, 1.2 FEET EAST OF A WITNESS POST, ABOUT
 RZ0406'1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RZ0406'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0545 ***********************************************************************
 RZ0545  DESIGNATION -  B 34121
 RZ0545  PID         -  RZ0545
 RZ0545  STATE/COUNTY-  ID/LATAH
 RZ0545  USGS QUAD   -  JULIAETTA (1990)
 RZ0545
 RZ0545                         *CURRENT SURVEY CONTROL
 RZ0545  ___________________________________________________________________
 RZ0545* NAD 83(1986)-  46 34 53.     (N)    116 43 19.     (W)     SCALED    
 RZ0545* NAVD 88     -       554.183  (meters)    1818.18   (feet)  ADJUSTED  
 RZ0545  ___________________________________________________________________
 RZ0545  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 RZ0545  DYNAMIC HT  -         554.154 (meters)    1818.09  (feet)  COMP
 RZ0545  MODELED GRAV-     980,546.1   (mgal)                       NAVD 88
 RZ0545
 RZ0545  VERT ORDER  -  SECOND    CLASS 0
 RZ0545
 RZ0545.The horizontal coordinates were scaled from a topographic map and have
 RZ0545.an estimated accuracy of +/- 6 seconds.
 RZ0545
 RZ0545.The orthometric height was determined by differential leveling
 RZ0545.and adjusted by the National Geodetic Survey in June 1991..
 RZ0545
 RZ0545.The geoid height was determined by GEOID03.
 RZ0545
 RZ0545.The dynamic height is computed by dividing the NAVD 88
 RZ0545.geopotential number by the normal gravity value computed on the
 RZ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0545.degrees latitude (g = 980.6199 gals.).
 RZ0545
 RZ0545.The modeled gravity was interpolated from observed gravity values.
 RZ0545
 RZ0545;                    North         East    Units  Estimated Accuracy
 RZ0545;SPC ID W     -   546,520.      725,510.      MT  (+/- 180 meters Scaled)
 RZ0545
 RZ0545                          SUPERSEDED SURVEY CONTROL
 RZ0545
 RZ0545  NGVD 29 (??/??/92)  553.132  (m)         1814.73   (f) ADJ UNCH    2 0
 RZ0545
 RZ0545.Superseded values are not recommended for survey control.
 RZ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0545.See file dsdata.txt to determine how the superseded data were derived.
 RZ0545
 RZ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM213586(NAD 83)
 RZ0545_MARKER: DD = SURVEY DISK
 RZ0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0545_STAMPING: B 34121
 RZ0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0545+STABILITY: SURFACE MOTION
 RZ0545
 RZ0545  HISTORY     - Date     Condition        Report By
 RZ0545  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0545  HISTORY     - 1952     GOOD             NGS
 RZ0545  HISTORY     - 19880909 MARK NOT FOUND   USPSQD
 RZ0545
 RZ0545                          STATION DESCRIPTION
 RZ0545
 RZ0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0545'1.2 MI W FROM JULIAETTA.
 RZ0545'1.2 MILES WEST ALONG THE JULIAETTA-GENESEE ROAD FROM THE JULIAETTA
 RZ0545'GRAMMAR SCHOOL AT JULIAETTA, 182 FEET EAST OF THE CENTER OF THE T
 RZ0545'JUNCTION OF A ROAD LEADING EAST, 19 FEET NORTH OF THE CENTER LINE OF
 RZ0545'THE ROAD LEADING EAST, 9 FEET SOUTHEAST OF THE CENTER OF A 40-INCH
 RZ0545'PINE STUMP PROJECTING 3 FEET ABOVE THE GROUND, 2.4 FEET SOUTH OF A
 RZ0545'FENCE, 1.0 FEET EAST OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE
 RZ0545'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 RZ0545'THE GROUND.
 RZ0545
 RZ0545                          STATION RECOVERY (1988)
 RZ0545
 RZ0545'RECOVERY NOTE BY US POWER SQUADRON 1988 (GLC)
 RZ0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0543 ***********************************************************************
 RZ0543  DESIGNATION -  B 34123
 RZ0543  PID         -  RZ0543
 RZ0543  STATE/COUNTY-  ID/LATAH
 RZ0543  USGS QUAD   -  JULIAETTA (1990)
 RZ0543
 RZ0543                         *CURRENT SURVEY CONTROL
 RZ0543  ___________________________________________________________________
 RZ0543* NAD 83(1986)-  46 34 40.     (N)    116 44 17.     (W)     SCALED    
 RZ0543* NAVD 88     -       715.882  (meters)    2348.69   (feet)  ADJUSTED  
 RZ0543  ___________________________________________________________________
 RZ0543  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 RZ0543  DYNAMIC HT  -         715.845 (meters)    2348.57  (feet)  COMP
 RZ0543  MODELED GRAV-     980,538.6   (mgal)                       NAVD 88
 RZ0543
 RZ0543  VERT ORDER  -  SECOND    CLASS 0
 RZ0543
 RZ0543.The horizontal coordinates were scaled from a topographic map and have
 RZ0543.an estimated accuracy of +/- 6 seconds.
 RZ0543
 RZ0543.The orthometric height was determined by differential leveling
 RZ0543.and adjusted by the National Geodetic Survey in June 1991..
 RZ0543
 RZ0543.The geoid height was determined by GEOID03.
 RZ0543
 RZ0543.The dynamic height is computed by dividing the NAVD 88
 RZ0543.geopotential number by the normal gravity value computed on the
 RZ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0543.degrees latitude (g = 980.6199 gals.).
 RZ0543
 RZ0543.The modeled gravity was interpolated from observed gravity values.
 RZ0543
 RZ0543;                    North         East    Units  Estimated Accuracy
 RZ0543;SPC ID W     -   546,130.      724,270.      MT  (+/- 180 meters Scaled)
 RZ0543
 RZ0543                          SUPERSEDED SURVEY CONTROL
 RZ0543
 RZ0543  NGVD 29 (??/??/92)  714.830  (m)         2345.24   (f) ADJ UNCH    2 0
 RZ0543
 RZ0543.Superseded values are not recommended for survey control.
 RZ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0543.See file dsdata.txt to determine how the superseded data were derived.
 RZ0543
 RZ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM200582(NAD 83)
 RZ0543_MARKER: DD = SURVEY DISK
 RZ0543_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0543_SP_SET: OUTCROP
 RZ0543_STAMPING: B 34123
 RZ0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0543+STABILITY: POSITION/ELEVATION WELL
 RZ0543
 RZ0543  HISTORY     - Date     Condition        Report By
 RZ0543  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0543  HISTORY     - 1952     GOOD             NGS
 RZ0543  HISTORY     - 1961     MARK NOT FOUND   USGS
 RZ0543
 RZ0543                          STATION DESCRIPTION
 RZ0543
 RZ0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0543'2.1 MI W FROM JULIAETTA.
 RZ0543'2.1 MILES WEST ALONG THE JULIAETTA-GENESEE ROAD FROM THE JULIAETTA
 RZ0543'GRAMMAR SCHOOL AT JULIAETTA, IN THE TOP OF A 3- X 5-FOOT OUTCROP ON
 RZ0543'THE TOP OF A ROCKY RIDGE, 462 FEET NORTHWEST OF THE CENTER LINE OF THE
 RZ0543'ROAD, 42 FEET SOUTHEAST OF A FENCE, 20 FEET EAST OF AN 18-INCH PINE
 RZ0543'TREE, AND 0.5 FOOT EAST OF A ROCK CAIRN.
 RZ0543
 RZ0543                          STATION RECOVERY (1961)
 RZ0543
 RZ0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 RZ0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0541 ***********************************************************************
 RZ0541  DESIGNATION -  B 34125
 RZ0541  PID         -  RZ0541
 RZ0541  STATE/COUNTY-  ID/LATAH
 RZ0541  USGS QUAD   -  GREEN KNOB (1990)
 RZ0541
 RZ0541                         *CURRENT SURVEY CONTROL
 RZ0541  ___________________________________________________________________
 RZ0541* NAD 83(1992)-  46 35 08.03113(N)    116 45 13.62660(W)     ADJUSTED  
 RZ0541* NAVD 88     -       765.834  (meters)    2512.57   (feet)  ADJUSTED  
 RZ0541  ___________________________________________________________________
 RZ0541  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 RZ0541  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 RZ0541  DYNAMIC HT  -         765.785 (meters)    2512.41  (feet)  COMP
 RZ0541  MODELED GRAV-     980,524.4   (mgal)                       NAVD 88
 RZ0541
 RZ0541  HORZ ORDER  -  THIRD
 RZ0541  VERT ORDER  -  SECOND    CLASS 0
 RZ0541
 RZ0541.The horizontal coordinates were established by classical geodetic methods
 RZ0541.and adjusted by the National Geodetic Survey in July 1992..
 RZ0541
 RZ0541.The orthometric height was determined by differential leveling
 RZ0541.and adjusted by the National Geodetic Survey in June 1991..
 RZ0541
 RZ0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ0541
 RZ0541.The geoid height was determined by GEOID03.
 RZ0541
 RZ0541.The dynamic height is computed by dividing the NAVD 88
 RZ0541.geopotential number by the normal gravity value computed on the
 RZ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0541.degrees latitude (g = 980.6199 gals.).
 RZ0541
 RZ0541.The modeled gravity was interpolated from observed gravity values.
 RZ0541
 RZ0541;                    North         East     Units Scale Factor Converg.
 RZ0541;SPC ID W     -   547,015.054   723,073.147   MT  1.00000605   -0 43 45.1
 RZ0541;UTM  11      - 5,159,140.479   518,862.868   MT  0.99960437   +0 10 43.9
 RZ0541
 RZ0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ0541!SPC ID W     -   0.99988278  x   1.00000605  =   0.99988883
 RZ0541!UTM  11      -   0.99988278  x   0.99960437  =   0.99948720
 RZ0541
 RZ0541:                Primary Azimuth Mark                     Grid Az
 RZ0541:SPC ID W     -  LATCH                                    137 39 02.6
 RZ0541:UTM  11      -  LATCH                                    136 44 33.6
 RZ0541
 RZ0541|---------------------------------------------------------------------|
 RZ0541| PID    Reference Object                     Distance      Geod. Az  |
 RZ0541|                                                           dddmmss.s |
 RZ0541| RZ1866 LATCH                               APPROX. 6.8 KM 1365517.5 |
 RZ0541|---------------------------------------------------------------------|
 RZ0541
 RZ0541                          SUPERSEDED SURVEY CONTROL
 RZ0541
 RZ0541  NAD 83(1986)-  46 35 08.03651(N)    116 45 13.62160(W) AD(       ) 3
 RZ0541  NAD 27      -  46 35 08.43487(N)    116 45 10.05436(W) AD(       ) 3
 RZ0541  NGVD 29 (??/??/92)  764.773  (m)         2509.09   (f) ADJ UNCH    2 0
 RZ0541
 RZ0541.Superseded values are not recommended for survey control.
 RZ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0541.See file dsdata.txt to determine how the superseded data were derived.
 RZ0541
 RZ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM1886359140(NAD 83)
 RZ0541_MARKER: DD = SURVEY DISK
 RZ0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0541_STAMPING: B 34125
 RZ0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0541+STABILITY: SURFACE MOTION
 RZ0541
 RZ0541  HISTORY     - Date     Condition        Report By
 RZ0541  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0541  HISTORY     - 1952     GOOD             NGS
 RZ0541  HISTORY     - 1959     GOOD             USGS
 RZ0541
 RZ0541                          STATION DESCRIPTION
 RZ0541
 RZ0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0541'3.9 MI W FROM JULIAETTA.
 RZ0541'3.9 MILES WEST ALONG THE JULIAETTA-GENESEE ROAD FROM THE JULIAETTA
 RZ0541'GRAMMAR SCHOOL AT JULIAETTA, ACROSS THE ROAD FROM A FARMHOUSE, 442
 RZ0541'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET WEST OF THE
 RZ0541'SOUTH ONE OF TWO POWER LINE POLES, 0.7 FOOT NORTH OF A FENCE, 1.9 FEET
 RZ0541'EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 RZ0541'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RZ0541
 RZ0541                          STATION RECOVERY (1959)
 RZ0541
 RZ0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RZ0541'LOCATED 2.5 MI. AIRLINE W. OF JULIAETTA AND 3.0 MI. N. OF THE
 RZ0541'LATAH-NEZ PERCE COUNTY LINE, ON A FIELD FENCE 600 FT. S. OF A FARM
 RZ0541'HOUSE AND ABOUT 4 FT. W. OF THE S. POLE OF A DOUBLE POLE TRANSMISSION
 RZ0541'LINE.
 RZ0541'
 RZ0541'TO REACH FROM THE JULIAETTA GRAMMER SCHOOL IN JULIAETTA, DRIVE W. 3.9
 RZ0541'MI. ALONG THE JULIAETTA-GENESEE ROAD TO FARM HOUSE ON RIGHT (N.) SIDE
 RZ0541'OF RD. AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK S. UP SLOPE
 RZ0541'THROUGH CULTIVATED FIELD TO STATION AT POWER POLES.
 RZ0541'
 RZ0541'STATION MARK--A U.S.C. AND G.S. AND IDAHO STATE CO-OP TABLET STAMPED
 RZ0541'---B 34125---, SET IN A CONCRETE POST PROJECTING 0.1 FT.
 RZ0541'
 RZ0541'REFERENCE MARKS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0540 ***********************************************************************
 RZ0540  DESIGNATION -  B 34127
 RZ0540  PID         -  RZ0540
 RZ0540  STATE/COUNTY-  ID/LATAH
 RZ0540  USGS QUAD   -  GREEN KNOB (1990)
 RZ0540
 RZ0540                         *CURRENT SURVEY CONTROL
 RZ0540  ___________________________________________________________________
 RZ0540* NAD 83(1986)-  46 35 08.     (N)    116 45 32.     (W)     SCALED    
 RZ0540* NAVD 88     -       760.585  (meters)    2495.35   (feet)  ADJUSTED  
 RZ0540  ___________________________________________________________________
 RZ0540  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 RZ0540  DYNAMIC HT  -         760.534 (meters)    2495.19  (feet)  COMP
 RZ0540  MODELED GRAV-     980,521.4   (mgal)                       NAVD 88
 RZ0540
 RZ0540  VERT ORDER  -  SECOND    CLASS 0
 RZ0540
 RZ0540.The horizontal coordinates were scaled from a topographic map and have
 RZ0540.an estimated accuracy of +/- 6 seconds.
 RZ0540
 RZ0540.The orthometric height was determined by differential leveling
 RZ0540.and adjusted by the National Geodetic Survey in June 1991..
 RZ0540
 RZ0540.The geoid height was determined by GEOID03.
 RZ0540
 RZ0540.The dynamic height is computed by dividing the NAVD 88
 RZ0540.geopotential number by the normal gravity value computed on the
 RZ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0540.degrees latitude (g = 980.6199 gals.).
 RZ0540
 RZ0540.The modeled gravity was interpolated from observed gravity values.
 RZ0540
 RZ0540;                    North         East    Units  Estimated Accuracy
 RZ0540;SPC ID W     -   547,020.      722,680.      MT  (+/- 180 meters Scaled)
 RZ0540
 RZ0540                          SUPERSEDED SURVEY CONTROL
 RZ0540
 RZ0540  NGVD 29 (??/??/92)  759.522  (m)         2491.87   (f) ADJ UNCH    2 0
 RZ0540
 RZ0540.Superseded values are not recommended for survey control.
 RZ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0540.See file dsdata.txt to determine how the superseded data were derived.
 RZ0540
 RZ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM184591(NAD 83)
 RZ0540_MARKER: DD = SURVEY DISK
 RZ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0540_STAMPING: B 34127
 RZ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0540+STABILITY: SURFACE MOTION
 RZ0540
 RZ0540  HISTORY     - Date     Condition        Report By
 RZ0540  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0540  HISTORY     - 1952     GOOD             NGS
 RZ0540
 RZ0540                          STATION DESCRIPTION
 RZ0540
 RZ0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0540'4.1 MI W FROM JULIAETTA.
 RZ0540'4.1 MILES WEST ALONG THE JULIAETTA-GENESEE ROAD FROM THE JULIAETTA
 RZ0540'GRAMMAR SCHOOL AT JULIAETTA, 0.1 MILE WEST OF THE JUNCTION OF A ROAD
 RZ0540'LEADING SOUTH, 63 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM THE SOUTH
 RZ0540'ONE OF TWO POWER LINE POLES, 26 FEET SOUTH OF THE CENTER LINE OF THE
 RZ0540'ROAD, 23 FEET WEST OF POWER LINE POLE 8-43, 1.8 FEET NORTH OF A FENCE,
 RZ0540'1.6 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 RZ0540'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0796 ***********************************************************************
 RZ0796  DESIGNATION -  B 34128
 RZ0796  PID         -  RZ0796
 RZ0796  STATE/COUNTY-  ID/LATAH
 RZ0796  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0796
 RZ0796                         *CURRENT SURVEY CONTROL
 RZ0796  ___________________________________________________________________
 RZ0796* NAD 83(1986)-  46 43 30.     (N)    117 00 42.     (W)     SCALED    
 RZ0796* NAVD 88     -       809.357  (meters)    2655.37   (feet)  ADJUSTED  
 RZ0796  ___________________________________________________________________
 RZ0796  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 RZ0796  DYNAMIC HT  -         809.298 (meters)    2655.17  (feet)  COMP
 RZ0796  MODELED GRAV-     980,514.2   (mgal)                       NAVD 88
 RZ0796
 RZ0796  VERT ORDER  -  SECOND    CLASS 0
 RZ0796
 RZ0796.The horizontal coordinates were scaled from a topographic map and have
 RZ0796.an estimated accuracy of +/- 6 seconds.
 RZ0796
 RZ0796.The orthometric height was determined by differential leveling
 RZ0796.and adjusted by the National Geodetic Survey in June 1991..
 RZ0796
 RZ0796.The geoid height was determined by GEOID03.
 RZ0796
 RZ0796.The dynamic height is computed by dividing the NAVD 88
 RZ0796.geopotential number by the normal gravity value computed on the
 RZ0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0796.degrees latitude (g = 980.6199 gals.).
 RZ0796
 RZ0796.The modeled gravity was interpolated from observed gravity values.
 RZ0796
 RZ0796;                    North         East    Units  Estimated Accuracy
 RZ0796;SPC ID W     -   562,800.      703,560.      MT  (+/- 180 meters Scaled)
 RZ0796
 RZ0796                          SUPERSEDED SURVEY CONTROL
 RZ0796
 RZ0796  NGVD 29 (??/??/92)  808.260  (m)         2651.77   (f) ADJ UNCH    2 0
 RZ0796
 RZ0796.Superseded values are not recommended for survey control.
 RZ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0796.See file dsdata.txt to determine how the superseded data were derived.
 RZ0796
 RZ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM991746(NAD 83)
 RZ0796_MARKER: DD = SURVEY DISK
 RZ0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0796_STAMPING: B 34128
 RZ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0796+STABILITY: SURFACE MOTION
 RZ0796
 RZ0796  HISTORY     - Date     Condition        Report By
 RZ0796  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0796  HISTORY     - 1952     GOOD             NGS
 RZ0796
 RZ0796                          STATION DESCRIPTION
 RZ0796
 RZ0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0796'IN MOSCOW.
 RZ0796'AT MOSCOW, ON THE CAMPUS OF THE UNIVERSITY OF IDAHO, 169 FEET EAST OF
 RZ0796'THE SOUTHEAST CORNER OF THE ATHLETIC FIELD, 88.9 FEET SOUTH OF THE
 RZ0796'SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 31.3 FEET SOUTH OF
 RZ0796'THE SOUTH CURB OF THE STREET LEADING TO THE ADMINISTRATION BUILDING
 RZ0796'PARKING LOT, ABOUT 4 FEET HIGHER THAN THE STREET, AND SET IN THE TOP
 RZ0796'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0539 ***********************************************************************
 RZ0539  DESIGNATION -  B 34129
 RZ0539  PID         -  RZ0539
 RZ0539  STATE/COUNTY-  ID/LATAH
 RZ0539  USGS QUAD   -  GREEN KNOB (1990)
 RZ0539
 RZ0539                         *CURRENT SURVEY CONTROL
 RZ0539  ___________________________________________________________________
 RZ0539* NAD 83(1986)-  46 35 08.     (N)    116 45 49.     (W)     SCALED    
 RZ0539* NAVD 88     -       743.002  (meters)    2437.67   (feet)  ADJUSTED  
 RZ0539  ___________________________________________________________________
 RZ0539  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 RZ0539  DYNAMIC HT  -         742.949 (meters)    2437.49  (feet)  COMP
 RZ0539  MODELED GRAV-     980,518.4   (mgal)                       NAVD 88
 RZ0539
 RZ0539  VERT ORDER  -  SECOND    CLASS 0
 RZ0539
 RZ0539.The horizontal coordinates were scaled from a topographic map and have
 RZ0539.an estimated accuracy of +/- 6 seconds.
 RZ0539
 RZ0539.The orthometric height was determined by differential leveling
 RZ0539.and adjusted by the National Geodetic Survey in June 1991..
 RZ0539
 RZ0539.The geoid height was determined by GEOID03.
 RZ0539
 RZ0539.The dynamic height is computed by dividing the NAVD 88
 RZ0539.geopotential number by the normal gravity value computed on the
 RZ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0539.degrees latitude (g = 980.6199 gals.).
 RZ0539
 RZ0539.The modeled gravity was interpolated from observed gravity values.
 RZ0539
 RZ0539;                    North         East    Units  Estimated Accuracy
 RZ0539;SPC ID W     -   547,020.      722,320.      MT  (+/- 180 meters Scaled)
 RZ0539
 RZ0539                          SUPERSEDED SURVEY CONTROL
 RZ0539
 RZ0539  NGVD 29 (??/??/92)  741.936  (m)         2434.17   (f) ADJ UNCH    2 0
 RZ0539
 RZ0539.Superseded values are not recommended for survey control.
 RZ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0539.See file dsdata.txt to determine how the superseded data were derived.
 RZ0539
 RZ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM181591(NAD 83)
 RZ0539_MARKER: DD = SURVEY DISK
 RZ0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0539_STAMPING: B 34129
 RZ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0539+STABILITY: SURFACE MOTION
 RZ0539
 RZ0539  HISTORY     - Date     Condition        Report By
 RZ0539  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0539  HISTORY     - 1952     GOOD             NGS
 RZ0539
 RZ0539                          STATION DESCRIPTION
 RZ0539
 RZ0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0539'4.5 MI W FROM JULIAETTA.
 RZ0539'4.5 MILES WEST ALONG THE JULIAETTA-GENESEE ROAD FROM THE JULIAETTA
 RZ0539'GRAMMAR SCHOOL AT JULIAETTA, 43 FEET EAST OF POWER LINE POLE NO. 8 47,
 RZ0539'21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT NORTH OF A
 RZ0539'FENCE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 RZ0539'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 RZ0539'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0538 ***********************************************************************
 RZ0538  DESIGNATION -  B 34131
 RZ0538  PID         -  RZ0538
 RZ0538  STATE/COUNTY-  ID/LATAH
 RZ0538  USGS QUAD   -  GREEN KNOB (1990)
 RZ0538
 RZ0538                         *CURRENT SURVEY CONTROL
 RZ0538  ___________________________________________________________________
 RZ0538* NAD 83(1986)-  46 35 07.     (N)    116 46 05.     (W)     SCALED    
 RZ0538* NAVD 88     -       726.806  (meters)    2384.53   (feet)  ADJUSTED  
 RZ0538  ___________________________________________________________________
 RZ0538  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 RZ0538  DYNAMIC HT  -         726.752 (meters)    2384.35  (feet)  COMP
 RZ0538  MODELED GRAV-     980,515.7   (mgal)                       NAVD 88
 RZ0538
 RZ0538  VERT ORDER  -  SECOND    CLASS 0
 RZ0538
 RZ0538.The horizontal coordinates were scaled from a topographic map and have
 RZ0538.an estimated accuracy of +/- 6 seconds.
 RZ0538
 RZ0538.The orthometric height was determined by differential leveling
 RZ0538.and adjusted by the National Geodetic Survey in June 1991..
 RZ0538
 RZ0538.The geoid height was determined by GEOID03.
 RZ0538
 RZ0538.The dynamic height is computed by dividing the NAVD 88
 RZ0538.geopotential number by the normal gravity value computed on the
 RZ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0538.degrees latitude (g = 980.6199 gals.).
 RZ0538
 RZ0538.The modeled gravity was interpolated from observed gravity values.
 RZ0538
 RZ0538;                    North         East    Units  Estimated Accuracy
 RZ0538;SPC ID W     -   547,000.      721,980.      MT  (+/- 180 meters Scaled)
 RZ0538
 RZ0538                          SUPERSEDED SURVEY CONTROL
 RZ0538
 RZ0538  NGVD 29 (??/??/92)  725.738  (m)         2381.03   (f) ADJ UNCH    2 0
 RZ0538
 RZ0538.Superseded values are not recommended for survey control.
 RZ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0538.See file dsdata.txt to determine how the superseded data were derived.
 RZ0538
 RZ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM177591(NAD 83)
 RZ0538_MARKER: DD = SURVEY DISK
 RZ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0538_STAMPING: B 34131
 RZ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0538+STABILITY: SURFACE MOTION
 RZ0538
 RZ0538  HISTORY     - Date     Condition        Report By
 RZ0538  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0538  HISTORY     - 1952     GOOD             NGS
 RZ0538
 RZ0538                          STATION DESCRIPTION
 RZ0538
 RZ0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0538'4.7 MI W FROM JULIAETTA.
 RZ0538'4.7 MILES WEST ALONG THE JULIAETTA-GENESEE ROAD FROM THE JULIAETTA
 RZ0538'GRAMMAR SCHOOL AT JULIAETTA, AT THE SUMMIT OF A HILL, 27 FEET
 RZ0538'NORTHWEST OF THE NORTH ONE OF THREE POWER LINE POLES, 21 FEET
 RZ0538'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET EAST OF A WITNESS
 RZ0538'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 RZ0538'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0537 ***********************************************************************
 RZ0537  DESIGNATION -  B 34133
 RZ0537  PID         -  RZ0537
 RZ0537  STATE/COUNTY-  ID/LATAH
 RZ0537  USGS QUAD   -  GREEN KNOB (1990)
 RZ0537
 RZ0537                         *CURRENT SURVEY CONTROL
 RZ0537  ___________________________________________________________________
 RZ0537* NAD 83(1986)-  46 35 18.     (N)    116 47 01.     (W)     SCALED    
 RZ0537* NAVD 88     -       705.994  (meters)    2316.25   (feet)  ADJUSTED  
 RZ0537  ___________________________________________________________________
 RZ0537  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 RZ0537  DYNAMIC HT  -         705.933 (meters)    2316.05  (feet)  COMP
 RZ0537  MODELED GRAV-     980,505.2   (mgal)                       NAVD 88
 RZ0537
 RZ0537  VERT ORDER  -  SECOND    CLASS 0
 RZ0537
 RZ0537.The horizontal coordinates were scaled from a topographic map and have
 RZ0537.an estimated accuracy of +/- 6 seconds.
 RZ0537
 RZ0537.The orthometric height was determined by differential leveling
 RZ0537.and adjusted by the National Geodetic Survey in June 1991..
 RZ0537
 RZ0537.The geoid height was determined by GEOID03.
 RZ0537
 RZ0537.The dynamic height is computed by dividing the NAVD 88
 RZ0537.geopotential number by the normal gravity value computed on the
 RZ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0537.degrees latitude (g = 980.6199 gals.).
 RZ0537
 RZ0537.The modeled gravity was interpolated from observed gravity values.
 RZ0537
 RZ0537;                    North         East    Units  Estimated Accuracy
 RZ0537;SPC ID W     -   547,350.      720,790.      MT  (+/- 180 meters Scaled)
 RZ0537
 RZ0537                          SUPERSEDED SURVEY CONTROL
 RZ0537
 RZ0537  NGVD 29 (??/??/92)  704.92   (m)         2312.7    (f) COMPUTED    2 0
 RZ0537
 RZ0537.Superseded values are not recommended for survey control.
 RZ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0537.See file dsdata.txt to determine how the superseded data were derived.
 RZ0537
 RZ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM165594(NAD 83)
 RZ0537_MARKER: DD = SURVEY DISK
 RZ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0537_STAMPING: B 34133
 RZ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0537+STABILITY: SURFACE MOTION
 RZ0537
 RZ0537  HISTORY     - Date     Condition        Report By
 RZ0537  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0537  HISTORY     - 1952     GOOD             NGS
 RZ0537
 RZ0537                          STATION DESCRIPTION
 RZ0537
 RZ0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0537'5.6 MI W FROM JULIAETTA.
 RZ0537'5.6 MILES WEST ALONG THE JULIAETTA-GENESEE ROAD FROM THE JULIAETTA
 RZ0537'GRAMMAR SCHOOL AT JULIAETTA, ON THE OUTSIDE OF A SHARP CURVE, ON THE
 RZ0537'EAST EDGE OF A CANYON, AT THE NORTH CORNER OF A CULTIVATED FIELD, 34
 RZ0537'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.4 FEET SOUTHWEST OF A
 RZ0537'FENCE, 1.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 RZ0537'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 RZ0537'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0327 ***********************************************************************
 NT0327  DESIGNATION -  B 342
 NT0327  PID         -  NT0327
 NT0327  STATE/COUNTY-  ID/BEAR LAKE
 NT0327  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0327
 NT0327                         *CURRENT SURVEY CONTROL
 NT0327  ___________________________________________________________________
 NT0327* NAD 83(1986)-  42 21 18.     (N)    111 35 03.     (W)     SCALED    
 NT0327* NAVD 88     -      2139.702  (meters)    7020.01   (feet)  ADJUSTED  
 NT0327  ___________________________________________________________________
 NT0327  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 NT0327  DYNAMIC HT  -        2138.021 (meters)    7014.49  (feet)  COMP
 NT0327  MODELED GRAV-     979,758.8   (mgal)                       NAVD 88
 NT0327
 NT0327  VERT ORDER  -  SECOND    CLASS 0
 NT0327
 NT0327.The horizontal coordinates were scaled from a topographic map and have
 NT0327.an estimated accuracy of +/- 6 seconds.
 NT0327
 NT0327.The orthometric height was determined by differential leveling
 NT0327.and adjusted by the National Geodetic Survey in June 1991..
 NT0327
 NT0327.The geoid height was determined by GEOID03.
 NT0327
 NT0327.The dynamic height is computed by dividing the NAVD 88
 NT0327.geopotential number by the normal gravity value computed on the
 NT0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0327.degrees latitude (g = 980.6199 gals.).
 NT0327
 NT0327.The modeled gravity was interpolated from observed gravity values.
 NT0327
 NT0327;                    North         East    Units  Estimated Accuracy
 NT0327;SPC ID E     -    76,620.      247,990.      MT  (+/- 180 meters Scaled)
 NT0327
 NT0327                          SUPERSEDED SURVEY CONTROL
 NT0327
 NT0327  NGVD 29 (??/??/92) 2138.450  (m)         7015.90   (f) ADJ UNCH    2 0
 NT0327
 NT0327.Superseded values are not recommended for survey control.
 NT0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0327.See file dsdata.txt to determine how the superseded data were derived.
 NT0327
 NT0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM518893(NAD 83)
 NT0327_MARKER: DB = BENCH MARK DISK
 NT0327_SETTING: 66 = SET IN ROCK OUTCROP
 NT0327_SP_SET: ROCK OUTCROP
 NT0327_STAMPING: B 342 1951
 NT0327_MARK LOGO: CGS   
 NT0327_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0327+STABILITY: POSITION/ELEVATION WELL
 NT0327
 NT0327  HISTORY     - Date     Condition        Report By
 NT0327  HISTORY     - 1951     MONUMENTED       CGS
 NT0327  HISTORY     - 19900602 GOOD             NGS
 NT0327
 NT0327                          STATION DESCRIPTION
 NT0327
 NT0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0327'13.0 MI NW FROM OVID.
 NT0327'13 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0327'AT A DEEP CUT, SET IN THE TOP AND NEAR THE NORTHWEST EDGE OF A VERY
 NT0327'LARGE ROCK OUTCROP PROJECTING 15 FEET ABOVE THE GROUND.  81.5 FEET
 NT0327'SOUTH OF FOREST SERVICE MARKER NUMBER 370, 42 1/2 FEET SOUTHEAST OF
 NT0327'THE CENTER LINE OF THE ROAD, AND ABOUT 6 FEET HIGHER THAN THE ROAD,
 NT0327'AND ABOUT LEVEL WITH THE SOUTHEAST BANK OF THE CUT.
 NT0327
 NT0327                          STATION RECOVERY (1990)
 NT0327
 NT0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0327'MARK IS LOCATED ABOUT 17 KM (10.55 MI) WEST NORTHWEST OF OVID IN THE
 NT0327'CACHE NATIONAL FOREST ALONG STATE HIGHWAY 36 ON THE RIGHT OF WAY AT A
 NT0327'DIRT TURNOUT 2.5 KM (1.55 MI) SOUTHWEST OF THE FRANKLIN BEAR LAKE
 NT0327'COUNTY LINE ON THE BORDER OF SECTIONS 29 AND 30 T 12 S R 42 E.
 NT0327'OWNERSHIP  STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 NT0327'JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL
 NT0327'IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH
 NT0327'ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO THE
 NT0327'NATIONAL FOREST BOUNDARY.  CONTINUE AHEAD FOR 5.72 KM (3.55 MI) TO THE
 NT0327'COUNTY LINE.  CONTINUE AHEAD FOR 2.48 KM (1.55 MI) TO THE TURNOUT AND
 NT0327'THE MARK ON THE LEFT. MARK IS SET IN A DRILL HOLE IN THE TOP OF A 1.5
 NT0327'M (4.9 FT) HIGH BOULDER. IT IS 12.2 M (40.0 FT) SOUTHEAST OF AND 1.5 M
 NT0327'(4.9 FT) HIGHER THAN THE HIGHWAY CENTER AND 1.4 M (4.6 FT) SOUTHEAST
 NT0327'OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0525 ***********************************************************************
 OX0525  DESIGNATION -  B 343
 OX0525  PID         -  OX0525
 OX0525  STATE/COUNTY-  ID/MADISON
 OX0525  USGS QUAD   -  MOODY (1979)
 OX0525
 OX0525                         *CURRENT SURVEY CONTROL
 OX0525  ___________________________________________________________________
 OX0525* NAD 83(1986)-  43 48 58.     (N)    111 39 34.     (W)     SCALED    
 OX0525* NAVD 88     -      1586.019  (meters)    5203.46   (feet)  POSTED    
 OX0525  ___________________________________________________________________
 OX0525  GEOID HEIGHT-         -10.95  (meters)                     GEOID03
 OX0525  DYNAMIC HT  -        1585.150 (meters)    5200.61  (feet)  COMP
 OX0525  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 OX0525
 OX0525  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0525
 OX0525.The horizontal coordinates were scaled from a topographic map and have
 OX0525.an estimated accuracy of +/- 6 seconds.
 OX0525
 OX0525.The orthometric height was determined by differential leveling
 OX0525.and adjusted by the National Geodetic Survey in 1992..
 OX0525.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0525.rate of 2.1 thru 3.0 mm/km.
 OX0525
 OX0525.The geoid height was determined by GEOID03.
 OX0525
 OX0525.The dynamic height is computed by dividing the NAVD 88
 OX0525.geopotential number by the normal gravity value computed on the
 OX0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0525.degrees latitude (g = 980.6199 gals.).
 OX0525
 OX0525.The modeled gravity was interpolated from observed gravity values.
 OX0525
 OX0525;                    North         East    Units  Estimated Accuracy
 OX0525;SPC ID E     -   238,890.      240,810.      MT  (+/- 180 meters Scaled)
 OX0525
 OX0525                          SUPERSEDED SURVEY CONTROL
 OX0525
 OX0525  NGVD 29 (??/??/92) 1584.897  (m)         5199.78   (f) ADJ UNCH    2 0
 OX0525
 OX0525.Superseded values are not recommended for survey control.
 OX0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0525.See file dsdata.txt to determine how the superseded data were derived.
 OX0525
 OX0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP469516(NAD 83)
 OX0525_MARKER: DB = BENCH MARK DISK
 OX0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0525_SP_SET: PLATFORM
 OX0525_STAMPING: B 343 1951
 OX0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0525
 OX0525  HISTORY     - Date     Condition        Report By
 OX0525  HISTORY     - 1951     MONUMENTED       CGS
 OX0525
 OX0525                          STATION DESCRIPTION
 OX0525
 OX0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0525'5.8 MI SW FROM NEWDALE.
 OX0525'ABOUT 5.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0525'STATION AT NEWDALE, AT PARKINSON SIDING, AND SET ON THE TOP AND NEAR
 OX0525'THE NORTHWEST EDGE OF A CONCRETE PLATFORM BETWEEN TWO LARGE STEEL
 OX0525'TANKS USED FOR GRAIN STORAGE, 0.9 FOOT NORTHEAST OF THE NORTHEAST FACE
 OX0525'OF THE SOUTHWEST TANK, 0.8 FOOT WEST OF THE WEST SIDE OF A MANHOLE
 OX0525'COVER, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0584 ***********************************************************************
 OX0584  DESIGNATION -  B 344
 OX0584  PID         -  OX0584
 OX0584  STATE/COUNTY-  ID/FREMONT
 OX0584  USGS QUAD   -  NEWDALE (1979)
 OX0584
 OX0584                         *CURRENT SURVEY CONTROL
 OX0584  ___________________________________________________________________
 OX0584* NAD 83(1986)-  43 53 01.     (N)    111 34 06.     (W)     SCALED    
 OX0584* NAVD 88     -      1597.205  (meters)    5240.16   (feet)  POSTED    
 OX0584  ___________________________________________________________________
 OX0584  GEOID HEIGHT-         -10.74  (meters)                     GEOID03
 OX0584  DYNAMIC HT  -        1596.350 (meters)    5237.36  (feet)  COMP
 OX0584  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 OX0584
 OX0584  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0584
 OX0584.The horizontal coordinates were scaled from a topographic map and have
 OX0584.an estimated accuracy of +/- 6 seconds.
 OX0584
 OX0584.The orthometric height was determined by differential leveling
 OX0584.and adjusted by the National Geodetic Survey in 1992..
 OX0584.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0584.rate of 0.0 thru 1.0 mm/km.
 OX0584
 OX0584.The geoid height was determined by GEOID03.
 OX0584
 OX0584.The dynamic height is computed by dividing the NAVD 88
 OX0584.geopotential number by the normal gravity value computed on the
 OX0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0584.degrees latitude (g = 980.6199 gals.).
 OX0584
 OX0584.The modeled gravity was interpolated from observed gravity values.
 OX0584
 OX0584;                    North         East    Units  Estimated Accuracy
 OX0584;SPC ID E     -   246,440.      248,080.      MT  (+/- 180 meters Scaled)
 OX0584
 OX0584                          SUPERSEDED SURVEY CONTROL
 OX0584
 OX0584  NGVD 29 (??/??/92) 1596.097  (m)         5236.53   (f) ADJ UNCH    2 0
 OX0584
 OX0584.Superseded values are not recommended for survey control.
 OX0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0584.See file dsdata.txt to determine how the superseded data were derived.
 OX0584
 OX0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP543591(NAD 83)
 OX0584_MARKER: DB = BENCH MARK DISK
 OX0584_SETTING: 66 = SET IN ROCK OUTCROP
 OX0584_SP_SET: OUTCROP
 OX0584_STAMPING: B 344 1951
 OX0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0584+STABILITY: POSITION/ELEVATION WELL
 OX0584
 OX0584  HISTORY     - Date     Condition        Report By
 OX0584  HISTORY     - 1951     MONUMENTED       CGS
 OX0584  HISTORY     - 1974     GOOD             NGS
 OX0584  HISTORY     - 20060410 MARK NOT FOUND   IDTD
 OX0584
 OX0584                          STATION DESCRIPTION
 OX0584
 OX0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0584'2.9 MI E FROM NEWDALE.
 OX0584'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0584'NEWDALE, THENCE 1.9 MILES EAST ALONG U. S. HIGHWAY 20, AND SET IN THE
 OX0584'TOP AND ABOUT IN THE CENTER OF A 4 BY 3 FEET OUTCROP PROJECTING 3 FEET
 OX0584'ABOVE THE GROUND, 47 YARDS WEST OF THE CENTER OF AN IRRIGATIION CANAL,
 OX0584'38 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET
 OX0584'LOWER THAN THE HIGHWAY.
 OX0584
 OX0584                          STATION RECOVERY (1974)
 OX0584
 OX0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OX0584'REACHED FROM THE NEWDALE RAILROAD STATION GO SOUTH FOR 0.1 MILE TO
 OX0584'STATE HIGHWAY 33, TURN LEFT, AND GO EAST ON STATE HIGHWAY 33 FOR 2.05
 OX0584'MILE TO THE BENCH MARK ON THE LEFT, 0.4 MILE WEST OF MILEPOST NO. 9,
 OX0584'150 FEET WEST OF AN IRRIGATION CANAL, 47 FEET EAST-NORTHEAST OF A
 OX0584'POWER POLE, 37 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND 2 FEET
 OX0584'LOWER THAN THE HIGHWAY CEMENTED IN A DRILL HOLE IN A LAVA OUTCROP
 OX0584'THAT PROJECTS 3.5 FEET.
 OX0584
 OX0584                          STATION RECOVERY (2006)
 OX0584
 OX0584'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (JCH)
 OX0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0555 ***********************************************************************
 RZ0555  DESIGNATION -  B 3446
 RZ0555  PID         -  RZ0555
 RZ0555  STATE/COUNTY-  ID/LATAH
 RZ0555  USGS QUAD   -  LITTLE BEAR RIDGE (1990)
 RZ0555
 RZ0555                         *CURRENT SURVEY CONTROL
 RZ0555  ___________________________________________________________________
 RZ0555* NAD 83(1986)-  46 39 22.     (N)    116 43 07.     (W)     SCALED    
 RZ0555* NAVD 88     -       796.429  (meters)    2612.95   (feet)  ADJUSTED  
 RZ0555  ___________________________________________________________________
 RZ0555  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 RZ0555  DYNAMIC HT  -         796.372 (meters)    2612.76  (feet)  COMP
 RZ0555  MODELED GRAV-     980,516.1   (mgal)                       NAVD 88
 RZ0555
 RZ0555  VERT ORDER  -  SECOND    CLASS 0
 RZ0555
 RZ0555.The horizontal coordinates were scaled from a topographic map and have
 RZ0555.an estimated accuracy of +/- 6 seconds.
 RZ0555
 RZ0555.The orthometric height was determined by differential leveling
 RZ0555.and adjusted by the National Geodetic Survey in June 1991..
 RZ0555
 RZ0555.The geoid height was determined by GEOID03.
 RZ0555
 RZ0555.The dynamic height is computed by dividing the NAVD 88
 RZ0555.geopotential number by the normal gravity value computed on the
 RZ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0555.degrees latitude (g = 980.6199 gals.).
 RZ0555
 RZ0555.The modeled gravity was interpolated from observed gravity values.
 RZ0555
 RZ0555;                    North         East    Units  Estimated Accuracy
 RZ0555;SPC ID W     -   554,820.      725,870.      MT  (+/- 180 meters Scaled)
 RZ0555
 RZ0555                          SUPERSEDED SURVEY CONTROL
 RZ0555
 RZ0555  NGVD 29 (??/??/92)  795.345  (m)         2609.39   (f) ADJ UNCH    2 0
 RZ0555
 RZ0555.Superseded values are not recommended for survey control.
 RZ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0555.See file dsdata.txt to determine how the superseded data were derived.
 RZ0555
 RZ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM215669(NAD 83)
 RZ0555_MARKER: DD = SURVEY DISK
 RZ0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0555_STAMPING: B 3446
 RZ0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0555+STABILITY: SURFACE MOTION
 RZ0555
 RZ0555  HISTORY     - Date     Condition        Report By
 RZ0555  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0555  HISTORY     - 1952     GOOD             NGS
 RZ0555
 RZ0555                          STATION DESCRIPTION
 RZ0555
 RZ0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0555'5.3 MI NW FROM KENDRICK.
 RZ0555'0.5 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RZ0555'AT KENDRICK, THENCE 4.8 MILES NORTHWEST ALONG THE KENDRICK-TROY COUNTY
 RZ0555'ROAD, 7.5 MILES SOUTH OF TROY, ABOUT 140 YARDS SOUTH OF THE CENTER OF
 RZ0555'A TRUCK ROAD CROSSING, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, 23
 RZ0555'1/2 FEET SOUTH OF TELEPHONE POLE 665, 2.4 FEET EAST OF A WITNESS POST,
 RZ0555'ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RZ0555'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0409 ***********************************************************************
 RZ0409  DESIGNATION -  B 345
 RZ0409  PID         -  RZ0409
 RZ0409  STATE/COUNTY-  ID/LATAH
 RZ0409  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0409
 RZ0409                         *CURRENT SURVEY CONTROL
 RZ0409  ___________________________________________________________________
 RZ0409* NAD 83(1986)-  46 43 13.     (N)    116 55 29.     (W)     SCALED    
 RZ0409* NAVD 88     -       813.777  (meters)    2669.87   (feet)  ADJUSTED  
 RZ0409  ___________________________________________________________________
 RZ0409  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 RZ0409  DYNAMIC HT  -         813.707 (meters)    2669.64  (feet)  COMP
 RZ0409  MODELED GRAV-     980,500.6   (mgal)                       NAVD 88
 RZ0409
 RZ0409  VERT ORDER  -  SECOND    CLASS 0
 RZ0409
 RZ0409.The horizontal coordinates were scaled from a topographic map and have
 RZ0409.an estimated accuracy of +/- 6 seconds.
 RZ0409
 RZ0409.The orthometric height was determined by differential leveling
 RZ0409.and adjusted by the National Geodetic Survey in June 1991..
 RZ0409
 RZ0409.The geoid height was determined by GEOID03.
 RZ0409
 RZ0409.The dynamic height is computed by dividing the NAVD 88
 RZ0409.geopotential number by the normal gravity value computed on the
 RZ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0409.degrees latitude (g = 980.6199 gals.).
 RZ0409
 RZ0409.The modeled gravity was interpolated from observed gravity values.
 RZ0409
 RZ0409;                    North         East    Units  Estimated Accuracy
 RZ0409;SPC ID W     -   562,170.      710,200.      MT  (+/- 180 meters Scaled)
 RZ0409
 RZ0409                          SUPERSEDED SURVEY CONTROL
 RZ0409
 RZ0409  NGVD 29 (??/??/92)  812.667  (m)         2666.22   (f) ADJ UNCH    2 0
 RZ0409
 RZ0409.Superseded values are not recommended for survey control.
 RZ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0409.See file dsdata.txt to determine how the superseded data were derived.
 RZ0409
 RZ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM057740(NAD 83)
 RZ0409_MARKER: DD = SURVEY DISK
 RZ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0409_STAMPING: B 345 1952
 RZ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0409+STABILITY: SURFACE MOTION
 RZ0409
 RZ0409  HISTORY     - Date     Condition        Report By
 RZ0409  HISTORY     - 1952     MONUMENTED       CGS
 RZ0409
 RZ0409                          STATION DESCRIPTION
 RZ0409
 RZ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0409'4.2 MI E FROM MOSCOW.
 RZ0409'0.4 MILE SOUTH ALONG WASHINGTON STREET FROM THE POST OFFICE AT MOSCOW,
 RZ0409'THENCE 3.8 MILES EAST ALONG STATE HIGHWAY 8, ACROSS THE HIGHWAY FROM A
 RZ0409'LARGE RED BARN, 140 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 RZ0409'DRIVEWAY LEADING SOUTH TO A RANCHHOUSE, 35.6 FEET NORTH OF THE CENTER
 RZ0409'LINE OF THE HIGHWAY, 3 1/2 FEET EAST OF A POWER LINE POLE WITH A
 RZ0409'TRANSFORMER AND TWO GUY WIRES, 2.4 FEET WEST OF A WITNESS POST, ABOUT
 RZ0409'2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RZ0409'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0823 ***********************************************************************
 RZ0823  DESIGNATION -  B 3456
 RZ0823  PID         -  RZ0823
 RZ0823  STATE/COUNTY-  ID/LATAH
 RZ0823  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0823
 RZ0823                         *CURRENT SURVEY CONTROL
 RZ0823  ___________________________________________________________________
 RZ0823* NAD 83(1986)-  46 43 58.     (N)    117 00 00.     (W)     SCALED    
 RZ0823* NAVD 88     -       788.283  (meters)    2586.23   (feet)  ADJUSTED  
 RZ0823  ___________________________________________________________________
 RZ0823  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 RZ0823  DYNAMIC HT  -         788.222 (meters)    2586.03  (feet)  COMP
 RZ0823  MODELED GRAV-     980,510.4   (mgal)                       NAVD 88
 RZ0823
 RZ0823  VERT ORDER  -  SECOND    CLASS 0
 RZ0823
 RZ0823.The horizontal coordinates were scaled from a topographic map and have
 RZ0823.an estimated accuracy of +/- 6 seconds.
 RZ0823
 RZ0823.The orthometric height was determined by differential leveling
 RZ0823.and adjusted by the National Geodetic Survey in June 1991..
 RZ0823
 RZ0823.The geoid height was determined by GEOID03.
 RZ0823
 RZ0823.The dynamic height is computed by dividing the NAVD 88
 RZ0823.geopotential number by the normal gravity value computed on the
 RZ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0823.degrees latitude (g = 980.6199 gals.).
 RZ0823
 RZ0823.The modeled gravity was interpolated from observed gravity values.
 RZ0823
 RZ0823;                    North         East    Units  Estimated Accuracy
 RZ0823;SPC ID W     -   563,650.      704,460.      MT  (+/- 180 meters Scaled)
 RZ0823
 RZ0823                          SUPERSEDED SURVEY CONTROL
 RZ0823
 RZ0823  NGVD 29 (??/??/92)  787.180  (m)         2582.61   (f) ADJ UNCH    2 0
 RZ0823
 RZ0823.Superseded values are not recommended for survey control.
 RZ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0823.See file dsdata.txt to determine how the superseded data were derived.
 RZ0823
 RZ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM000754(NAD 83)
 RZ0823_MARKER: DD = SURVEY DISK
 RZ0823_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0823_SP_SET: BUILDING
 RZ0823_STAMPING: B 3456
 RZ0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0823
 RZ0823  HISTORY     - Date     Condition        Report By
 RZ0823  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0823  HISTORY     - 1952     GOOD             NGS
 RZ0823
 RZ0823                          STATION DESCRIPTION
 RZ0823
 RZ0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0823'IN MOSCOW.
 RZ0823'AT MOSCOW, SET VERTICALLY IN THE WEST FACE OF THE LIMESTONE FOUNDATION
 RZ0823'OF THE POST OFFICE BUILDING, 5.0 FEET NORTH OF THE SOUTHWEST CORNER OF
 RZ0823'THE BUILDING AND 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0824 ***********************************************************************
 RZ0824  DESIGNATION -  B 3458
 RZ0824  PID         -  RZ0824
 RZ0824  STATE/COUNTY-  ID/LATAH
 RZ0824  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0824
 RZ0824                         *CURRENT SURVEY CONTROL
 RZ0824  ___________________________________________________________________
 RZ0824* NAD 83(1986)-  46 44 04.     (N)    116 59 52.     (W)     SCALED    
 RZ0824* NAVD 88     -       812.326  (meters)    2665.11   (feet)  ADJUSTED  
 RZ0824  ___________________________________________________________________
 RZ0824  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 RZ0824  DYNAMIC HT  -         812.263 (meters)    2664.90  (feet)  COMP
 RZ0824  MODELED GRAV-     980,509.5   (mgal)                       NAVD 88
 RZ0824
 RZ0824  VERT ORDER  -  SECOND    CLASS 0
 RZ0824
 RZ0824.The horizontal coordinates were scaled from a topographic map and have
 RZ0824.an estimated accuracy of +/- 6 seconds.
 RZ0824
 RZ0824.The orthometric height was determined by differential leveling
 RZ0824.and adjusted by the National Geodetic Survey in June 1991..
 RZ0824
 RZ0824.The geoid height was determined by GEOID03.
 RZ0824
 RZ0824.The dynamic height is computed by dividing the NAVD 88
 RZ0824.geopotential number by the normal gravity value computed on the
 RZ0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0824.degrees latitude (g = 980.6199 gals.).
 RZ0824
 RZ0824.The modeled gravity was interpolated from observed gravity values.
 RZ0824
 RZ0824;                    North         East    Units  Estimated Accuracy
 RZ0824;SPC ID W     -   563,830.      704,640.      MT  (+/- 180 meters Scaled)
 RZ0824
 RZ0824                          SUPERSEDED SURVEY CONTROL
 RZ0824
 RZ0824  NGVD 29 (??/??/92)  811.223  (m)         2661.49   (f) ADJ UNCH    2 0
 RZ0824
 RZ0824.Superseded values are not recommended for survey control.
 RZ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0824.See file dsdata.txt to determine how the superseded data were derived.
 RZ0824
 RZ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM001756(NAD 83)
 RZ0824_MARKER: DD = SURVEY DISK
 RZ0824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0824_SP_SET: FOUNDATION
 RZ0824_STAMPING: B 3458
 RZ0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0824
 RZ0824  HISTORY     - Date     Condition        Report By
 RZ0824  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0824  HISTORY     - 1952     GOOD             NGS
 RZ0824
 RZ0824                          STATION DESCRIPTION
 RZ0824
 RZ0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0824'IN MOSCOW.
 RZ0824'AT MOSCOW, AT THE INTERSECTION OF A AND ADAMS STREETS, SET VERTICALLY
 RZ0824'IN THE NORTH FACE OF THE CONCRETE FOUNDATION OF THE RUSSELL SCHOOL
 RZ0824'BUILDING, 11.5 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING AND
 RZ0824'ABOUT 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0831 ***********************************************************************
 RZ0831  DESIGNATION -  B 346
 RZ0831  PID         -  RZ0831
 RZ0831  STATE/COUNTY-  ID/LATAH
 RZ0831  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0831
 RZ0831                         *CURRENT SURVEY CONTROL
 RZ0831  ___________________________________________________________________
 RZ0831* NAD 83(1986)-  46 39 59.     (N)    117 01 21.     (W)     SCALED    
 RZ0831* NAVD 88     -       788.633  (meters)    2587.37   (feet)  ADJUSTED  
 RZ0831  ___________________________________________________________________
 RZ0831  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 RZ0831  DYNAMIC HT  -         788.573 (meters)    2587.18  (feet)  COMP
 RZ0831  MODELED GRAV-     980,512.2   (mgal)                       NAVD 88
 RZ0831
 RZ0831  VERT ORDER  -  SECOND    CLASS 0
 RZ0831
 RZ0831.The horizontal coordinates were scaled from a topographic map and have
 RZ0831.an estimated accuracy of +/- 6 seconds.
 RZ0831
 RZ0831.The orthometric height was determined by differential leveling
 RZ0831.and adjusted by the National Geodetic Survey in June 1991..
 RZ0831
 RZ0831.The geoid height was determined by GEOID03.
 RZ0831
 RZ0831.The dynamic height is computed by dividing the NAVD 88
 RZ0831.geopotential number by the normal gravity value computed on the
 RZ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0831.degrees latitude (g = 980.6199 gals.).
 RZ0831
 RZ0831.The modeled gravity was interpolated from observed gravity values.
 RZ0831
 RZ0831;                    North         East    Units  Estimated Accuracy
 RZ0831;SPC ID W     -   556,300.      702,630.      MT  (+/- 180 meters Scaled)
 RZ0831
 RZ0831                          SUPERSEDED SURVEY CONTROL
 RZ0831
 RZ0831  NGVD 29 (??/??/92)  787.536  (m)         2583.77   (f) ADJ UNCH    2 0
 RZ0831
 RZ0831.Superseded values are not recommended for survey control.
 RZ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0831.See file dsdata.txt to determine how the superseded data were derived.
 RZ0831
 RZ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM982680(NAD 83)
 RZ0831_MARKER: DB = BENCH MARK DISK
 RZ0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0831_STAMPING: B 346 1952
 RZ0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0831+STABILITY: SURFACE MOTION
 RZ0831
 RZ0831  HISTORY     - Date     Condition        Report By
 RZ0831  HISTORY     - 1952     MONUMENTED       CGS
 RZ0831
 RZ0831                          STATION DESCRIPTION
 RZ0831
 RZ0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0831'4.8 MI S FROM MOSCOW.
 RZ0831'ONE BLOCK WEST ALONG 3RD STREET FROM THE POST OFFICE AT MOSCOW, THENCE
 RZ0831'4.8 MILES SOUTH ALONG U. S. HIGHWAY 95, AT THE JUNCTION OF A GRAVEL
 RZ0831'ROAD LEADING SOUTHWEST, AT A POINT WHERE A POWER LINE CROSSES THE
 RZ0831'HIGHWAY, 106 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM THE SOUTHEAST
 RZ0831'ONE OF TWO POLES SUPPORTING A MONUMENT, 52 FEET SOUTH OF THE CENTER
 RZ0831'LINE OF THE HIGHWAY, 44 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 RZ0831'4 FEET WEST OF POWER LINE POLE NO. REA CO-OP 10 117, 2.0 FEET NORTH OF
 RZ0831'A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 RZ0831'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0804 ***********************************************************************
 RZ0804  DESIGNATION -  B 3460
 RZ0804  PID         -  RZ0804
 RZ0804  STATE/COUNTY-  ID/LATAH
 RZ0804  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0804
 RZ0804                         *CURRENT SURVEY CONTROL
 RZ0804  ___________________________________________________________________
 RZ0804* NAD 83(1986)-  46 43 41.     (N)    116 59 38.     (W)     SCALED    
 RZ0804* NAVD 88     -       800.478  (meters)    2626.23   (feet)  ADJUSTED  
 RZ0804  ___________________________________________________________________
 RZ0804  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 RZ0804  DYNAMIC HT  -         800.416 (meters)    2626.03  (feet)  COMP
 RZ0804  MODELED GRAV-     980,510.3   (mgal)                       NAVD 88
 RZ0804
 RZ0804  VERT ORDER  -  SECOND    CLASS 0
 RZ0804
 RZ0804.The horizontal coordinates were scaled from a topographic map and have
 RZ0804.an estimated accuracy of +/- 6 seconds.
 RZ0804
 RZ0804.The orthometric height was determined by differential leveling
 RZ0804.and adjusted by the National Geodetic Survey in June 1991..
 RZ0804
 RZ0804.The geoid height was determined by GEOID03.
 RZ0804
 RZ0804.The dynamic height is computed by dividing the NAVD 88
 RZ0804.geopotential number by the normal gravity value computed on the
 RZ0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0804.degrees latitude (g = 980.6199 gals.).
 RZ0804
 RZ0804.The modeled gravity was interpolated from observed gravity values.
 RZ0804
 RZ0804;                    North         East    Units  Estimated Accuracy
 RZ0804;SPC ID W     -   563,120.      704,920.      MT  (+/- 180 meters Scaled)
 RZ0804
 RZ0804                          SUPERSEDED SURVEY CONTROL
 RZ0804
 RZ0804  NGVD 29 (??/??/92)  799.377  (m)         2622.62   (f) ADJ UNCH    2 0
 RZ0804
 RZ0804.Superseded values are not recommended for survey control.
 RZ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0804.See file dsdata.txt to determine how the superseded data were derived.
 RZ0804
 RZ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM004749(NAD 83)
 RZ0804_MARKER: DB = BENCH MARK DISK
 RZ0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0804_STAMPING: B 3460
 RZ0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0804+STABILITY: SURFACE MOTION
 RZ0804
 RZ0804  HISTORY     - Date     Condition        Report By
 RZ0804  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0804  HISTORY     - 1952     GOOD             NGS
 RZ0804
 RZ0804                          STATION DESCRIPTION
 RZ0804
 RZ0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0804'IN MOSCOW.
 RZ0804'AT MOSCOW, AT THE SOUTHWEST CORNER OF THE T JUNCTION OF 8TH AVENUE AND
 RZ0804'LOGAN STREET, 14.4 FEET SOUTH OF THE SOUTH CURB OF THE AVENUE, 4.1
 RZ0804'FEET WEST OF THE WEST CURB OF THE STREET, 4.2 FEET EAST OF THE EAST
 RZ0804'EDGE OF A NORTH-SOUTH SIDEWALK, 2 1/2 FEET SOUTH OF A POWER LINE POLE,
 RZ0804'ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST 0.2
 RZ0804'FOOT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0791 ***********************************************************************
 RZ0791  DESIGNATION -  B 3464
 RZ0791  PID         -  RZ0791
 RZ0791  STATE/COUNTY-  ID/LATAH
 RZ0791  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0791
 RZ0791                         *CURRENT SURVEY CONTROL
 RZ0791  ___________________________________________________________________
 RZ0791* NAD 83(1986)-  46 43 57.     (N)    117 01 10.     (W)     SCALED    
 RZ0791* NAVD 88     -       780.732  (meters)    2561.45   (feet)  ADJUSTED  
 RZ0791  ___________________________________________________________________
 RZ0791  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 RZ0791  DYNAMIC HT  -         780.672 (meters)    2561.25  (feet)  COMP
 RZ0791  MODELED GRAV-     980,511.5   (mgal)                       NAVD 88
 RZ0791
 RZ0791  VERT ORDER  -  SECOND    CLASS 0
 RZ0791
 RZ0791.The horizontal coordinates were scaled from a topographic map and have
 RZ0791.an estimated accuracy of +/- 6 seconds.
 RZ0791
 RZ0791.The orthometric height was determined by differential leveling
 RZ0791.and adjusted by the National Geodetic Survey in June 1991..
 RZ0791
 RZ0791.The geoid height was determined by GEOID03.
 RZ0791
 RZ0791.The dynamic height is computed by dividing the NAVD 88
 RZ0791.geopotential number by the normal gravity value computed on the
 RZ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0791.degrees latitude (g = 980.6199 gals.).
 RZ0791
 RZ0791.The modeled gravity was interpolated from observed gravity values.
 RZ0791
 RZ0791;                    North         East    Units  Estimated Accuracy
 RZ0791;SPC ID W     -   563,640.      702,980.      MT  (+/- 180 meters Scaled)
 RZ0791
 RZ0791                          SUPERSEDED SURVEY CONTROL
 RZ0791
 RZ0791  NGVD 29 (??/??/92)  779.632  (m)         2557.84   (f) ADJ UNCH    2 0
 RZ0791
 RZ0791.Superseded values are not recommended for survey control.
 RZ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0791.See file dsdata.txt to determine how the superseded data were derived.
 RZ0791
 RZ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM985754(NAD 83)
 RZ0791_MARKER: DD = SURVEY DISK
 RZ0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0791_STAMPING: B 3464
 RZ0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0791+STABILITY: SURFACE MOTION
 RZ0791
 RZ0791  HISTORY     - Date     Condition        Report By
 RZ0791  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0791  HISTORY     - 1952     GOOD             NGS
 RZ0791  HISTORY     - 1964     MARK NOT FOUND   USGS
 RZ0791
 RZ0791                          STATION DESCRIPTION
 RZ0791
 RZ0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0791'0.9 MI W FROM MOSCOW.
 RZ0791'0.9 MILE WEST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT MOSCOW, 39
 RZ0791'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33.9 FEET NORTH OF THE
 RZ0791'NORTH RAIL OF THE UNION PACIFIC RAILWAY, 11 1/2 FEET SOUTH OF A POWER
 RZ0791'LINE POLE (ALSO STREET LAMP POLE), 1.7 FEET EAST OF A WITNESS POST,
 RZ0791'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RZ0791'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RZ0791
 RZ0791                          STATION RECOVERY (1964)
 RZ0791
 RZ0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RZ0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0260 ***********************************************************************
 RZ0260  DESIGNATION -  B 3467
 RZ0260  PID         -  RZ0260
 RZ0260  STATE/COUNTY-  ID/NEZ PERCE
 RZ0260  USGS QUAD   -  LAPWAI (1972)
 RZ0260
 RZ0260                         *CURRENT SURVEY CONTROL
 RZ0260  ___________________________________________________________________
 RZ0260* NAD 83(1986)-  46 27 52.     (N)    116 46 59.     (W)     SCALED    
 RZ0260* NAVD 88     -       250.130  (meters)     820.63   (feet)  ADJUSTED  
 RZ0260  ___________________________________________________________________
 RZ0260  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 RZ0260  DYNAMIC HT  -         250.128 (meters)     820.63  (feet)  COMP
 RZ0260  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 RZ0260
 RZ0260  VERT ORDER  -  FIRST     CLASS II
 RZ0260
 RZ0260.The horizontal coordinates were scaled from a topographic map and have
 RZ0260.an estimated accuracy of +/- 6 seconds.
 RZ0260
 RZ0260.The orthometric height was determined by differential leveling
 RZ0260.and adjusted by the National Geodetic Survey in June 1991..
 RZ0260
 RZ0260.The geoid height was determined by GEOID03.
 RZ0260
 RZ0260.The dynamic height is computed by dividing the NAVD 88
 RZ0260.geopotential number by the normal gravity value computed on the
 RZ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0260.degrees latitude (g = 980.6199 gals.).
 RZ0260
 RZ0260.The modeled gravity was interpolated from observed gravity values.
 RZ0260
 RZ0260;                    North         East    Units  Estimated Accuracy
 RZ0260;SPC ID W     -   533,580.      720,650.      MT  (+/- 180 meters Scaled)
 RZ0260
 RZ0260                          SUPERSEDED SURVEY CONTROL
 RZ0260
 RZ0260  NGVD 29 (??/??/92)  249.139  (m)          817.38   (f) ADJ UNCH    1 2
 RZ0260
 RZ0260.Superseded values are not recommended for survey control.
 RZ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0260.See file dsdata.txt to determine how the superseded data were derived.
 RZ0260
 RZ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM166456(NAD 83)
 RZ0260_MARKER: DB = BENCH MARK DISK
 RZ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0260_STAMPING: B 3467
 RZ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0260+STABILITY: SURFACE MOTION
 RZ0260
 RZ0260  HISTORY     - Date     Condition        Report By
 RZ0260  HISTORY     - UNK      MONUMENTED       CGS
 RZ0260  HISTORY     - 1935     GOOD             NGS
 RZ0260  HISTORY     - 1957     MARK NOT FOUND   USGS
 RZ0260
 RZ0260                          STATION DESCRIPTION
 RZ0260
 RZ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RZ0260'2.1 MI N FROM SPALDING.
 RZ0260'2.1 MILES NORTH OF, ALONG NORTHERN PACIFIC R.R., FROM RY. STATION.
 RZ0260'LOCATED 1.0 MILES SOUTHWEST OF ARROW JUNCTION, ON THE RIGHT OF WAY OF
 RZ0260'NORTHERN PACIFIC RAILROAD, CAMAS PRAIRIE SPUR LINE, NEAR BASE OF STEEP
 RZ0260'ROCK CUT.  330 FT SOUTH OF A WHISTLING POST.  6.6 FT EAST OF EAST
 RZ0260'RAIL.  SECTION 13, T36N, R4W.  BOISE MERIDIAN.  MARK IS A STANDARD
 RZ0260'TABLET SET IN CONCRETE POST.  STAMPED B 3467.
 RZ0260
 RZ0260                          STATION RECOVERY (1957)
 RZ0260
 RZ0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RZ0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0262 ***********************************************************************
 RZ0262  DESIGNATION -  B 3469
 RZ0262  PID         -  RZ0262
 RZ0262  STATE/COUNTY-  ID/NEZ PERCE
 RZ0262  USGS QUAD   -  LAPWAI (1972)
 RZ0262
 RZ0262                         *CURRENT SURVEY CONTROL
 RZ0262  ___________________________________________________________________
 RZ0262* NAD 83(1986)-  46 28 20.     (N)    116 46 19.     (W)     SCALED    
 RZ0262* NAVD 88     -       250.710  (meters)     822.54   (feet)  ADJUSTED  
 RZ0262  ___________________________________________________________________
 RZ0262  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 RZ0262  DYNAMIC HT  -         250.707 (meters)     822.53  (feet)  COMP
 RZ0262  MODELED GRAV-     980,600.1   (mgal)                       NAVD 88
 RZ0262
 RZ0262  VERT ORDER  -  FIRST     CLASS II
 RZ0262
 RZ0262.The horizontal coordinates were scaled from a topographic map and have
 RZ0262.an estimated accuracy of +/- 6 seconds.
 RZ0262
 RZ0262.The orthometric height was determined by differential leveling
 RZ0262.and adjusted by the National Geodetic Survey in June 1991..
 RZ0262
 RZ0262.The geoid height was determined by GEOID03.
 RZ0262
 RZ0262.The dynamic height is computed by dividing the NAVD 88
 RZ0262.geopotential number by the normal gravity value computed on the
 RZ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0262.degrees latitude (g = 980.6199 gals.).
 RZ0262
 RZ0262.The modeled gravity was interpolated from observed gravity values.
 RZ0262
 RZ0262;                    North         East    Units  Estimated Accuracy
 RZ0262;SPC ID W     -   534,440.      721,520.      MT  (+/- 180 meters Scaled)
 RZ0262
 RZ0262                          SUPERSEDED SURVEY CONTROL
 RZ0262
 RZ0262  NGVD 29 (??/??/92)  249.718  (m)          819.28   (f) ADJ UNCH    1 2
 RZ0262
 RZ0262.Superseded values are not recommended for survey control.
 RZ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0262.See file dsdata.txt to determine how the superseded data were derived.
 RZ0262
 RZ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM175465(NAD 83)
 RZ0262_MARKER: DB = BENCH MARK DISK
 RZ0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0262_SP_SET: MONUMENT
 RZ0262_STAMPING: B 3469
 RZ0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0262
 RZ0262  HISTORY     - Date     Condition        Report By
 RZ0262  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0262  HISTORY     - 1959     GOOD             NGS
 RZ0262  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0262
 RZ0262                          STATION DESCRIPTION
 RZ0262
 RZ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0262'0.3 MI SW FROM ARROW.
 RZ0262'ABOUT 0.3 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY (CAMAS
 RZ0262'PRAIRIE RAILROAD) FROM THE STATION AT ARROW, 108 FEET SOUTHWEST OF A
 RZ0262'TRESTLE, 55 FEET SOUTH OF AND ACROSS THE TRACK FROM A RAILROAD SWITCH,
 RZ0262'14.6 FEET SOUTHEAST OF THE CENTERLINE OF THE RAILROAD TRACK, 16 FEET
 RZ0262'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A COAST AND GEODETIC SURVEY AND
 RZ0262'STATE SURVEY DISK STAMPED B 3469 SET IN THE TOP OF A 6-INCH SQUARE
 RZ0262'CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF THE GROUND.
 RZ0262
 RZ0262                          STATION RECOVERY (1980)
 RZ0262
 RZ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0262'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-AREA
 RZ0262'HAS BEEN GRADED, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0390 ***********************************************************************
 NT0390  DESIGNATION -  B 347
 NT0390  PID         -  NT0390
 NT0390  STATE/COUNTY-  ID/FRANKLIN
 NT0390  USGS QUAD   -  WESTON (1969)
 NT0390
 NT0390                         *CURRENT SURVEY CONTROL
 NT0390  ___________________________________________________________________
 NT0390* NAD 83(1986)-  42 05 02.     (N)    111 58 28.     (W)     SCALED    
 NT0390* NAVD 88     -      1431.589  (meters)    4696.80   (feet)  ADJUSTED  
 NT0390  ___________________________________________________________________
 NT0390  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 NT0390  DYNAMIC HT  -        1430.605 (meters)    4693.58  (feet)  COMP
 NT0390  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 NT0390
 NT0390  VERT ORDER  -  FIRST     CLASS I
 NT0390
 NT0390.The horizontal coordinates were scaled from a topographic map and have
 NT0390.an estimated accuracy of +/- 6 seconds.
 NT0390
 NT0390.The orthometric height was determined by differential leveling
 NT0390.and adjusted by the National Geodetic Survey in June 1991..
 NT0390
 NT0390.The geoid height was determined by GEOID03.
 NT0390
 NT0390.The dynamic height is computed by dividing the NAVD 88
 NT0390.geopotential number by the normal gravity value computed on the
 NT0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0390.degrees latitude (g = 980.6199 gals.).
 NT0390
 NT0390.The modeled gravity was interpolated from observed gravity values.
 NT0390
 NT0390;                    North         East    Units  Estimated Accuracy
 NT0390;SPC ID E     -    46,360.      215,900.      MT  (+/- 180 meters Scaled)
 NT0390
 NT0390                          SUPERSEDED SURVEY CONTROL
 NT0390
 NT0390  NGVD 29 (??/??/92) 1430.528  (m)         4693.32   (f) ADJ UNCH    1 1
 NT0390
 NT0390.Superseded values are not recommended for survey control.
 NT0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0390.See file dsdata.txt to determine how the superseded data were derived.
 NT0390
 NT0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM194595(NAD 83)
 NT0390_MARKER: DB = BENCH MARK DISK
 NT0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0390_SP_SET: CULVERT
 NT0390_STAMPING: B 347 1951
 NT0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0390
 NT0390  HISTORY     - Date     Condition        Report By
 NT0390  HISTORY     - 1951     MONUMENTED       CGS
 NT0390  HISTORY     - 1967     GOOD             NGS
 NT0390
 NT0390                          STATION DESCRIPTION
 NT0390
 NT0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0390'2.45 MI S FROM DAYTON.
 NT0390'2.45 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 NT0390'AND MILEPOLE 71 AT DAYTON, 200 FEET NORTH OF THE CENTER OF THE
 NT0390'CROSSING OF A ROAD, IN THE TOP AND 0.6 FOOT SOUTH OF THE NORTH END OF
 NT0390'THE EAST CONCRETE HEAD WALL OF CULVERT 68.54, 37.6 FEET EAST OF THE
 NT0390'EAST RAIL (SLOPE MEASUREMENT), AND ABOUT 28 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0367 ***********************************************************************
 RZ0367  DESIGNATION -  B 3471
 RZ0367  PID         -  RZ0367
 RZ0367  STATE/COUNTY-  ID/NEZ PERCE
 RZ0367  USGS QUAD   -  LAPWAI (1972)
 RZ0367
 RZ0367                         *CURRENT SURVEY CONTROL
 RZ0367  ___________________________________________________________________
 RZ0367* NAD 83(1986)-  46 28 30.     (N)    116 46 09.     (W)     SCALED    
 RZ0367* NAVD 88     -       264.201  (meters)     866.80   (feet)  ADJUSTED  
 RZ0367  ___________________________________________________________________
 RZ0367  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 RZ0367  DYNAMIC HT  -         264.198 (meters)     866.79  (feet)  COMP
 RZ0367  MODELED GRAV-     980,599.6   (mgal)                       NAVD 88
 RZ0367
 RZ0367  VERT ORDER  -  FIRST     CLASS II
 RZ0367
 RZ0367.The horizontal coordinates were scaled from a topographic map and have
 RZ0367.an estimated accuracy of +/- 6 seconds.
 RZ0367
 RZ0367.The orthometric height was determined by differential leveling
 RZ0367.and adjusted by the National Geodetic Survey in June 1991..
 RZ0367
 RZ0367.The geoid height was determined by GEOID03.
 RZ0367
 RZ0367.The dynamic height is computed by dividing the NAVD 88
 RZ0367.geopotential number by the normal gravity value computed on the
 RZ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0367.degrees latitude (g = 980.6199 gals.).
 RZ0367
 RZ0367.The modeled gravity was interpolated from observed gravity values.
 RZ0367
 RZ0367;                    North         East    Units  Estimated Accuracy
 RZ0367;SPC ID W     -   534,740.      721,740.      MT  (+/- 180 meters Scaled)
 RZ0367
 RZ0367                          SUPERSEDED SURVEY CONTROL
 RZ0367
 RZ0367  NGVD 29 (??/??/92)  263.205  (m)          863.53   (f) ADJ UNCH    1 2
 RZ0367
 RZ0367.Superseded values are not recommended for survey control.
 RZ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0367.See file dsdata.txt to determine how the superseded data were derived.
 RZ0367
 RZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM177468(NAD 83)
 RZ0367_MARKER: DD = SURVEY DISK
 RZ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0367_STAMPING: B 3471
 RZ0367_MARK LOGO: IDGS  
 RZ0367_PROJECTION: PROJECTING 10 CENTIMETERS
 RZ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0367+STABILITY: SURFACE MOTION
 RZ0367
 RZ0367  HISTORY     - Date     Condition        Report By
 RZ0367  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0367  HISTORY     - 1952     GOOD             NGS
 RZ0367  HISTORY     - 1980     GOOD             NGS
 RZ0367
 RZ0367                          STATION DESCRIPTION
 RZ0367
 RZ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0367'IN ARROW.
 RZ0367'AT ARROW, ABOUT 220 FEET WEST OF THE NORTHERN PACIFIC RAILWAY STATION,
 RZ0367'ON THE OUTSIDE OF A SHARP CURVE ON STATE HIGHWAY 42, 47 FEET EAST OF
 RZ0367'THE CENTER LINE OF THE HIGHWAY, 1.5 FEET WEST OF A FENCE, 1.3 FEET
 RZ0367'NORTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND
 RZ0367'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 RZ0367'GROUND.
 RZ0367
 RZ0367                          STATION RECOVERY (1980)
 RZ0367
 RZ0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0367'4.3 KILOMETERS (2.7 MILES) NORTHEAST ALONG THE CAMAS PRAIRIE RAILWAY
 RZ0367'FROM THE NORTHEAST END OF THE STEEL TRESTLE RAILWAY BRIDGE OVER THE
 RZ0367'CLEARWATER RIVER IN SPALDING, 0.2 KILOMETER (0.1 MILE) WEST OF THE
 RZ0367'WEST END OF A RAILWAY BRIDGE OVER THE POTLATCH RIVER, ALSO 0.5
 RZ0367'KILOMETER (0.3 MILE) NORTHEAST ALONG STATE HIGHWAY 3 FROM BENCH MARK
 RZ0367'Q 392, ON THE EAST EDGE OF A CUT FOR THE ABANDONED HIGHWAY,
 RZ0367'APPROXIMATELY 60 METERS (200 FEET) NORTH OF THE Y JUNCTION OF THE
 RZ0367'NORTHERN PACIFIC RAILWAY, 59.4 METERS (195 FEET) SOUTHEAST OF THE
 RZ0367'CENTERLINE OF STATE HIGHWAY 3, 19.8 METERS (65.0 FEET) SOUTHEAST OF
 RZ0367'THE HIGHWAY RIGHT-OF-WAY FENCE. NOTE-MARK APPEARS TO BE SET ON
 RZ0367'BEDROCK.
 RZ0367'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 RZ0367'THE MARK IS 9.1 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0821 ***********************************************************************
 RZ0821  DESIGNATION -  B 3486
 RZ0821  PID         -  RZ0821
 RZ0821  STATE/COUNTY-  ID/LATAH
 RZ0821  USGS QUAD   -  VIOLA (1964)
 RZ0821
 RZ0821                         *CURRENT SURVEY CONTROL
 RZ0821  ___________________________________________________________________
 RZ0821* NAD 83(1986)-  46 45 13.     (N)    117 00 19.     (W)     SCALED    
 RZ0821* NAVD 88     -       820.001  (meters)    2690.29   (feet)  ADJUSTED  
 RZ0821  ___________________________________________________________________
 RZ0821  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 RZ0821  DYNAMIC HT  -         819.935 (meters)    2690.07  (feet)  COMP
 RZ0821  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 RZ0821
 RZ0821  VERT ORDER  -  SECOND    CLASS 0
 RZ0821
 RZ0821.The horizontal coordinates were scaled from a topographic map and have
 RZ0821.an estimated accuracy of +/- 6 seconds.
 RZ0821
 RZ0821.The orthometric height was determined by differential leveling
 RZ0821.and adjusted by the National Geodetic Survey in June 1991..
 RZ0821
 RZ0821.The geoid height was determined by GEOID03.
 RZ0821
 RZ0821.The dynamic height is computed by dividing the NAVD 88
 RZ0821.geopotential number by the normal gravity value computed on the
 RZ0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0821.degrees latitude (g = 980.6199 gals.).
 RZ0821
 RZ0821.The modeled gravity was interpolated from observed gravity values.
 RZ0821
 RZ0821;                    North         East    Units  Estimated Accuracy
 RZ0821;SPC ID W     -   565,970.      704,100.      MT  (+/- 180 meters Scaled)
 RZ0821
 RZ0821                          SUPERSEDED SURVEY CONTROL
 RZ0821
 RZ0821  NGVD 29 (??/??/92)  818.891  (m)         2686.64   (f) ADJ UNCH    2 0
 RZ0821
 RZ0821.Superseded values are not recommended for survey control.
 RZ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0821.See file dsdata.txt to determine how the superseded data were derived.
 RZ0821
 RZ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM995777(NAD 83)
 RZ0821_MARKER: DD = SURVEY DISK
 RZ0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0821_STAMPING: B 3486
 RZ0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0821+STABILITY: SURFACE MOTION
 RZ0821
 RZ0821  HISTORY     - Date     Condition        Report By
 RZ0821  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0821  HISTORY     - 1952     GOOD             NGS
 RZ0821
 RZ0821                          STATION DESCRIPTION
 RZ0821
 RZ0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0821'1.4 MI N FROM MOSCOW.
 RZ0821'1.4 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RZ0821'MOSCOW, 6 1/2 POLES NORTH OF A PRIVATE ROAD CROSSING, 1 POLE SOUTH OF
 RZ0821'MILEPOLE 89, 50 FEET WEST OF THE CENTER LINE OF THE TRACK, 32 FEET
 RZ0821'SOUTHWEST OF A TELEPHONE POLE, 8 1/2 FEET EAST OF A FENCE, ABOUT 15
 RZ0821'FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 RZ0821'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0820 ***********************************************************************
 RZ0820  DESIGNATION -  B 3488
 RZ0820  PID         -  RZ0820
 RZ0820  STATE/COUNTY-  ID/LATAH
 RZ0820  USGS QUAD   -  VIOLA (1964)
 RZ0820
 RZ0820                         *CURRENT SURVEY CONTROL
 RZ0820  ___________________________________________________________________
 RZ0820* NAD 83(1986)-  46 45 37.     (N)    117 00 19.     (W)     SCALED    
 RZ0820* NAVD 88     -       818.197  (meters)    2684.37   (feet)  ADJUSTED  
 RZ0820  ___________________________________________________________________
 RZ0820  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 RZ0820  DYNAMIC HT  -         818.129 (meters)    2684.14  (feet)  COMP
 RZ0820  MODELED GRAV-     980,503.6   (mgal)                       NAVD 88
 RZ0820
 RZ0820  VERT ORDER  -  SECOND    CLASS 0
 RZ0820
 RZ0820.The horizontal coordinates were scaled from a topographic map and have
 RZ0820.an estimated accuracy of +/- 6 seconds.
 RZ0820
 RZ0820.The orthometric height was determined by differential leveling
 RZ0820.and adjusted by the National Geodetic Survey in June 1991..
 RZ0820
 RZ0820.The geoid height was determined by GEOID03.
 RZ0820
 RZ0820.The dynamic height is computed by dividing the NAVD 88
 RZ0820.geopotential number by the normal gravity value computed on the
 RZ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0820.degrees latitude (g = 980.6199 gals.).
 RZ0820
 RZ0820.The modeled gravity was interpolated from observed gravity values.
 RZ0820
 RZ0820;                    North         East    Units  Estimated Accuracy
 RZ0820;SPC ID W     -   566,710.      704,110.      MT  (+/- 180 meters Scaled)
 RZ0820
 RZ0820                          SUPERSEDED SURVEY CONTROL
 RZ0820
 RZ0820  NGVD 29 (??/??/92)  817.084  (m)         2680.72   (f) ADJ UNCH    2 0
 RZ0820
 RZ0820.Superseded values are not recommended for survey control.
 RZ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0820.See file dsdata.txt to determine how the superseded data were derived.
 RZ0820
 RZ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM995785(NAD 83)
 RZ0820_MARKER: DD = SURVEY DISK
 RZ0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0820_STAMPING: B 3488
 RZ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0820+STABILITY: SURFACE MOTION
 RZ0820
 RZ0820  HISTORY     - Date     Condition        Report By
 RZ0820  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0820  HISTORY     - 1952     GOOD             NGS
 RZ0820
 RZ0820                          STATION DESCRIPTION
 RZ0820
 RZ0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0820'1.9 MI N FROM MOSCOW.
 RZ0820'1.9 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RZ0820'MOSCOW, 0.3 MILE SOUTH OF WOODEN TRESTLE NO. 88.2 OVER AN ASPHALT
 RZ0820'ROAD, 6 POLES SOUTH OF A PRIVATE ROAD CROSSING, 92 FEET SOUTHEAST OF
 RZ0820'AND ACROSS THE TRACKS FROM A TELEPHONE POLE, 48 1/2 FEET EAST OF THE
 RZ0820'CENTER LINE OF THE TRACK, 13 FEET WEST OF A FENCE, ABOUT 15 FEET
 RZ0820'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 RZ0820'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0445 ***********************************************************************
 RZ0445  DESIGNATION -  B 349
 RZ0445  PID         -  RZ0445
 RZ0445  STATE/COUNTY-  ID/LATAH
 RZ0445  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0445
 RZ0445                         *CURRENT SURVEY CONTROL
 RZ0445  ___________________________________________________________________
 RZ0445* NAD 83(1986)-  46 41 21.     (N)    116 53 36.     (W)     SCALED    
 RZ0445* NAVD 88     -       818.702  (meters)    2686.02   (feet)  ADJUSTED  
 RZ0445  ___________________________________________________________________
 RZ0445  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 RZ0445  DYNAMIC HT  -         818.637 (meters)    2685.81  (feet)  COMP
 RZ0445  MODELED GRAV-     980,507.4   (mgal)                       NAVD 88
 RZ0445
 RZ0445  VERT ORDER  -  SECOND    CLASS 0
 RZ0445
 RZ0445.The horizontal coordinates were scaled from a topographic map and have
 RZ0445.an estimated accuracy of +/- 6 seconds.
 RZ0445
 RZ0445.The orthometric height was determined by differential leveling
 RZ0445.and adjusted by the National Geodetic Survey in June 1991..
 RZ0445
 RZ0445.The geoid height was determined by GEOID03.
 RZ0445
 RZ0445.The dynamic height is computed by dividing the NAVD 88
 RZ0445.geopotential number by the normal gravity value computed on the
 RZ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0445.degrees latitude (g = 980.6199 gals.).
 RZ0445
 RZ0445.The modeled gravity was interpolated from observed gravity values.
 RZ0445
 RZ0445;                    North         East    Units  Estimated Accuracy
 RZ0445;SPC ID W     -   558,680.      712,550.      MT  (+/- 180 meters Scaled)
 RZ0445
 RZ0445                          SUPERSEDED SURVEY CONTROL
 RZ0445
 RZ0445  NGVD 29 (??/??/92)  817.606  (m)         2682.43   (f) ADJ UNCH    2 0
 RZ0445
 RZ0445.Superseded values are not recommended for survey control.
 RZ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0445.See file dsdata.txt to determine how the superseded data were derived.
 RZ0445
 RZ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM081706(NAD 83)
 RZ0445_MARKER: DB = BENCH MARK DISK
 RZ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0445_STAMPING: B 349 1952
 RZ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0445+STABILITY: SURFACE MOTION
 RZ0445
 RZ0445  HISTORY     - Date     Condition        Report By
 RZ0445  HISTORY     - 1952     MONUMENTED       CGS
 RZ0445
 RZ0445                          STATION DESCRIPTION
 RZ0445
 RZ0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0445'2.0 MI S FROM JOEL.
 RZ0445'2.0 MILES SOUTH ALONG A GRADED COUNTY ROAD FROM THE NORTHERN PACIFIC
 RZ0445'RAILWAY STATION AT JOEL, 0.1 MILE NORTHWEST OF A T JUNCTION OF A ROAD,
 RZ0445'15 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTH OF A
 RZ0445'T IN A FENCE LINE, 1.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT
 RZ0445'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RZ0445'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0819 ***********************************************************************
 RZ0819  DESIGNATION -  B 3490
 RZ0819  PID         -  RZ0819
 RZ0819  STATE/COUNTY-  ID/LATAH
 RZ0819  USGS QUAD   -  VIOLA (1964)
 RZ0819
 RZ0819                         *CURRENT SURVEY CONTROL
 RZ0819  ___________________________________________________________________
 RZ0819* NAD 83(1986)-  46 46 06.     (N)    117 00 35.     (W)     SCALED    
 RZ0819* NAVD 88     -       814.535  (meters)    2672.35   (feet)  ADJUSTED  
 RZ0819  ___________________________________________________________________
 RZ0819  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 RZ0819  DYNAMIC HT  -         814.466 (meters)    2672.13  (feet)  COMP
 RZ0819  MODELED GRAV-     980,503.0   (mgal)                       NAVD 88
 RZ0819
 RZ0819  VERT ORDER  -  SECOND    CLASS 0
 RZ0819
 RZ0819.The horizontal coordinates were scaled from a topographic map and have
 RZ0819.an estimated accuracy of +/- 6 seconds.
 RZ0819
 RZ0819.The orthometric height was determined by differential leveling
 RZ0819.and adjusted by the National Geodetic Survey in June 1991..
 RZ0819
 RZ0819.The geoid height was determined by GEOID03.
 RZ0819
 RZ0819.The dynamic height is computed by dividing the NAVD 88
 RZ0819.geopotential number by the normal gravity value computed on the
 RZ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0819.degrees latitude (g = 980.6199 gals.).
 RZ0819
 RZ0819.The modeled gravity was interpolated from observed gravity values.
 RZ0819
 RZ0819;                    North         East    Units  Estimated Accuracy
 RZ0819;SPC ID W     -   567,610.      703,780.      MT  (+/- 180 meters Scaled)
 RZ0819
 RZ0819                          SUPERSEDED SURVEY CONTROL
 RZ0819
 RZ0819  NGVD 29 (??/??/92)  813.420  (m)         2668.70   (f) ADJ UNCH    2 0
 RZ0819
 RZ0819.Superseded values are not recommended for survey control.
 RZ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0819.See file dsdata.txt to determine how the superseded data were derived.
 RZ0819
 RZ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM992794(NAD 83)
 RZ0819_MARKER: DD = SURVEY DISK
 RZ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0819_STAMPING: B 3490
 RZ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0819+STABILITY: SURFACE MOTION
 RZ0819
 RZ0819  HISTORY     - Date     Condition        Report By
 RZ0819  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0819  HISTORY     - 1952     GOOD             NGS
 RZ0819
 RZ0819                          STATION DESCRIPTION
 RZ0819
 RZ0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0819'2.4 MI N FROM MOSCOW.
 RZ0819'2.4 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RZ0819'MOSCOW, 0.2 MILE NORTH OF WOODEN TRESTLE NO. 88.2 OVER AN ASPHALT
 RZ0819'ROAD, 79 1/2 FEET EAST OF AND ACROSS THE TRACK FROM MILEPOLE 88, 49
 RZ0819'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 1.4 FEET SOUTHWEST
 RZ0819'OF A FENCE, ABOUT 10 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF
 RZ0819'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0818 ***********************************************************************
 RZ0818  DESIGNATION -  B 3492
 RZ0818  PID         -  RZ0818
 RZ0818  STATE/COUNTY-  ID/LATAH
 RZ0818  USGS QUAD   -  VIOLA (1964)
 RZ0818
 RZ0818                         *CURRENT SURVEY CONTROL
 RZ0818  ___________________________________________________________________
 RZ0818* NAD 83(1986)-  46 46 15.     (N)    117 00 57.     (W)     SCALED    
 RZ0818* NAVD 88     -       802.629  (meters)    2633.29   (feet)  ADJUSTED  
 RZ0818  ___________________________________________________________________
 RZ0818  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 RZ0818  DYNAMIC HT  -         802.563 (meters)    2633.08  (feet)  COMP
 RZ0818  MODELED GRAV-     980,504.2   (mgal)                       NAVD 88
 RZ0818
 RZ0818  VERT ORDER  -  SECOND    CLASS 0
 RZ0818
 RZ0818.The horizontal coordinates were scaled from a topographic map and have
 RZ0818.an estimated accuracy of +/- 6 seconds.
 RZ0818
 RZ0818.The orthometric height was determined by differential leveling
 RZ0818.and adjusted by the National Geodetic Survey in June 1991..
 RZ0818
 RZ0818.The geoid height was determined by GEOID03.
 RZ0818
 RZ0818.The dynamic height is computed by dividing the NAVD 88
 RZ0818.geopotential number by the normal gravity value computed on the
 RZ0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0818.degrees latitude (g = 980.6199 gals.).
 RZ0818
 RZ0818.The modeled gravity was interpolated from observed gravity values.
 RZ0818
 RZ0818;                    North         East    Units  Estimated Accuracy
 RZ0818;SPC ID W     -   567,900.      703,320.      MT  (+/- 180 meters Scaled)
 RZ0818
 RZ0818                          SUPERSEDED SURVEY CONTROL
 RZ0818
 RZ0818  NGVD 29 (??/??/92)  801.516  (m)         2629.64   (f) ADJ UNCH    2 0
 RZ0818
 RZ0818.Superseded values are not recommended for survey control.
 RZ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0818.See file dsdata.txt to determine how the superseded data were derived.
 RZ0818
 RZ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM987796(NAD 83)
 RZ0818_MARKER: DD = SURVEY DISK
 RZ0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0818_STAMPING: B 3492
 RZ0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0818+STABILITY: SURFACE MOTION
 RZ0818
 RZ0818  HISTORY     - Date     Condition        Report By
 RZ0818  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0818  HISTORY     - 1952     GOOD             NGS
 RZ0818
 RZ0818                          STATION DESCRIPTION
 RZ0818
 RZ0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0818'2.7 MI N FROM MOSCOW.
 RZ0818'2.7 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RZ0818'MOSCOW, 0.1 MILE SOUTHEAST OF WOODEN TRESTLE 87.6 OVER A SMALL CREEK,
 RZ0818'ON THE OUTSIDE OF A CURVE, 36 1/2 FEET NORTHEAST OF A FENCE, 28 1/2
 RZ0818'FEET EAST OF A TELEGRAPH POLE, 12 FEET SOUTHWEST OF THE CENTER LINE OF
 RZ0818'THE TRACK, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 RZ0818'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0817 ***********************************************************************
 RZ0817  DESIGNATION -  B 3494
 RZ0817  PID         -  RZ0817
 RZ0817  STATE/COUNTY-  ID/LATAH
 RZ0817  USGS QUAD   -  VIOLA (1964)
 RZ0817
 RZ0817                         *CURRENT SURVEY CONTROL
 RZ0817  ___________________________________________________________________
 RZ0817* NAD 83(1986)-  46 46 47.     (N)    117 01 17.     (W)     SCALED    
 RZ0817* NAVD 88     -       804.103  (meters)    2638.13   (feet)  ADJUSTED  
 RZ0817  ___________________________________________________________________
 RZ0817  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 RZ0817  DYNAMIC HT  -         804.036 (meters)    2637.91  (feet)  COMP
 RZ0817  MODELED GRAV-     980,503.2   (mgal)                       NAVD 88
 RZ0817
 RZ0817  VERT ORDER  -  SECOND    CLASS 0
 RZ0817
 RZ0817.The horizontal coordinates were scaled from a topographic map and have
 RZ0817.an estimated accuracy of +/- 6 seconds.
 RZ0817
 RZ0817.The orthometric height was determined by differential leveling
 RZ0817.and adjusted by the National Geodetic Survey in June 1991..
 RZ0817
 RZ0817.The geoid height was determined by GEOID03.
 RZ0817
 RZ0817.The dynamic height is computed by dividing the NAVD 88
 RZ0817.geopotential number by the normal gravity value computed on the
 RZ0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0817.degrees latitude (g = 980.6199 gals.).
 RZ0817
 RZ0817.The modeled gravity was interpolated from observed gravity values.
 RZ0817
 RZ0817;                    North         East    Units  Estimated Accuracy
 RZ0817;SPC ID W     -   568,890.      702,910.      MT  (+/- 180 meters Scaled)
 RZ0817
 RZ0817                          SUPERSEDED SURVEY CONTROL
 RZ0817
 RZ0817  NGVD 29 (??/??/92)  802.988  (m)         2634.47   (f) ADJ UNCH    2 0
 RZ0817
 RZ0817.Superseded values are not recommended for survey control.
 RZ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0817.See file dsdata.txt to determine how the superseded data were derived.
 RZ0817
 RZ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM983806(NAD 83)
 RZ0817_MARKER: DD = SURVEY DISK
 RZ0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0817_STAMPING: B 3494
 RZ0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0817+STABILITY: SURFACE MOTION
 RZ0817
 RZ0817  HISTORY     - Date     Condition        Report By
 RZ0817  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0817  HISTORY     - 1952     GOOD             NGS
 RZ0817
 RZ0817                          STATION DESCRIPTION
 RZ0817
 RZ0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0817'3.4 MI N FROM MOSCOW.
 RZ0817'3.4 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RZ0817'MOSCOW, 0.15 MILE NORTHWEST OF THE ESTES SIDING, AT THE JUNCTION OF A
 RZ0817'GRAVEL ROAD AND A PRIVATE ROAD LEADING NORTHEAST TO A BARN, 109 FEET
 RZ0817'EAST OF AND ACROSS THE TRACK FROM MILEPOLE 87, 42 FEET SOUTHWEST OF
 RZ0817'THE CENTER LINE OF THE GRAVEL ROAD, 42 FEET NORTHEAST OF THE CENTER
 RZ0817'LINE OF THE TRACK, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET
 RZ0817'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RZ0817'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0498 ***********************************************************************
 RZ0498  DESIGNATION -  B 3499
 RZ0498  PID         -  RZ0498
 RZ0498  STATE/COUNTY-  ID/LATAH
 RZ0498  USGS QUAD   -  JULIAETTA (1990)
 RZ0498
 RZ0498                         *CURRENT SURVEY CONTROL
 RZ0498  ___________________________________________________________________
 RZ0498* NAD 83(1986)-  46 34 34.     (N)    116 42 15.     (W)     SCALED    
 RZ0498* NAVD 88     -       327.894  (meters)    1075.77   (feet)  ADJUSTED  
 RZ0498  ___________________________________________________________________
 RZ0498  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 RZ0498  DYNAMIC HT  -         327.880 (meters)    1075.72  (feet)  COMP
 RZ0498  MODELED GRAV-     980,562.2   (mgal)                       NAVD 88
 RZ0498
 RZ0498  VERT ORDER  -  SECOND    CLASS 0
 RZ0498
 RZ0498.The horizontal coordinates were scaled from a topographic map and have
 RZ0498.an estimated accuracy of +/- 6 seconds.
 RZ0498
 RZ0498.The orthometric height was determined by differential leveling
 RZ0498.and adjusted by the National Geodetic Survey in June 1991..
 RZ0498
 RZ0498.The geoid height was determined by GEOID03.
 RZ0498
 RZ0498.The dynamic height is computed by dividing the NAVD 88
 RZ0498.geopotential number by the normal gravity value computed on the
 RZ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0498.degrees latitude (g = 980.6199 gals.).
 RZ0498
 RZ0498.The modeled gravity was interpolated from observed gravity values.
 RZ0498
 RZ0498;                    North         East    Units  Estimated Accuracy
 RZ0498;SPC ID W     -   545,920.      726,860.      MT  (+/- 180 meters Scaled)
 RZ0498
 RZ0498                          SUPERSEDED SURVEY CONTROL
 RZ0498
 RZ0498  NGVD 29 (??/??/92)  326.851  (m)         1072.34   (f) ADJ UNCH    2 0
 RZ0498
 RZ0498.Superseded values are not recommended for survey control.
 RZ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0498.See file dsdata.txt to determine how the superseded data were derived.
 RZ0498
 RZ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM226581(NAD 83)
 RZ0498_MARKER: DD = SURVEY DISK
 RZ0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0498_STAMPING: B 3499
 RZ0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0498+STABILITY: SURFACE MOTION
 RZ0498
 RZ0498  HISTORY     - Date     Condition        Report By
 RZ0498  HISTORY     - UNK      MONUMENTED       IDGS
 RZ0498  HISTORY     - 1952     GOOD             NGS
 RZ0498  HISTORY     - 19880909 MARK NOT FOUND   USPSQD
 RZ0498
 RZ0498                          STATION DESCRIPTION
 RZ0498
 RZ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0498'IN JULIAETTA.
 RZ0498'AT JULIAETTA, 150.8 FEET SOUTHWEST OF THE WEST CORNER OF THE NORTHERN
 RZ0498'PACIFIC RAILWAY STATION, 32 1/2 FEET SOUTHWEST OF THE CENTER LINE OF A
 RZ0498'GRAVEL ROAD CROSSING, 4.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 RZ0498'MAIN TRACK, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 RZ0498'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RZ0498
 RZ0498                          STATION RECOVERY (1988)
 RZ0498
 RZ0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (GLC)
 RZ0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0518 ***********************************************************************
 OY0518  DESIGNATION -  B 35
 OY0518  PID         -  OY0518
 OY0518  STATE/COUNTY-  ID/BUTTE
 OY0518  USGS QUAD   -  BUTTE CITY (1972)
 OY0518
 OY0518                         *CURRENT SURVEY CONTROL
 OY0518  ___________________________________________________________________
 OY0518* NAD 83(1986)-  43 37 14.     (N)    113 08 54.     (W)     SCALED    
 OY0518* NAVD 88     -      1609.031  (meters)    5278.96   (feet)  ADJUSTED  
 OY0518  ___________________________________________________________________
 OY0518  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 OY0518  DYNAMIC HT  -        1608.151 (meters)    5276.08  (feet)  COMP
 OY0518  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 OY0518
 OY0518  VERT ORDER  -  FIRST     CLASS II
 OY0518
 OY0518.The horizontal coordinates were scaled from a topographic map and have
 OY0518.an estimated accuracy of +/- 6 seconds.
 OY0518
 OY0518.The orthometric height was determined by differential leveling
 OY0518.and adjusted by the National Geodetic Survey in December 1992..
 OY0518
 OY0518.The geoid height was determined by GEOID03.
 OY0518
 OY0518.The dynamic height is computed by dividing the NAVD 88
 OY0518.geopotential number by the normal gravity value computed on the
 OY0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0518.degrees latitude (g = 980.6199 gals.).
 OY0518
 OY0518.The modeled gravity was interpolated from observed gravity values.
 OY0518
 OY0518;                    North         East    Units  Estimated Accuracy
 OY0518;SPC ID C     -   217,390.      568,740.      MT  (+/- 180 meters Scaled)
 OY0518
 OY0518                          SUPERSEDED SURVEY CONTROL
 OY0518
 OY0518  NAVD 88 (06/15/91) 1609.024  (m)         5278.94   (f) UNKNOWN     1 2
 OY0518  NGVD 29 (08/20/92) 1607.954  (m)         5275.43   (f) ADJUSTED    1 2
 OY0518
 OY0518.Superseded values are not recommended for survey control.
 OY0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0518.See file dsdata.txt to determine how the superseded data were derived.
 OY0518
 OY0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP266319(NAD 83)
 OY0518_MARKER: DB = BENCH MARK DISK
 OY0518_SETTING: 66 = SET IN ROCK OUTCROP
 OY0518_SP_SET: IN A DRILL HOLE IN BEDROCK
 OY0518_STAMPING: B 35 1934
 OY0518_MARK LOGO: CGS   
 OY0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0518+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1992
 OY0518
 OY0518  HISTORY     - Date     Condition        Report By
 OY0518  HISTORY     - 1934     MONUMENTED       CGS
 OY0518  HISTORY     - 1937     GOOD             NGS
 OY0518  HISTORY     - 19920711 GOOD             NGS
 OY0518
 OY0518                          STATION DESCRIPTION
 OY0518
 OY0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OY0518'8.9 MI NE FROM ARCO.
 OY0518'8.9 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM THE COUNTY COURTHOUSE
 OY0518'AT ARCO, BUTTE COUNTY, 0.5 MILE NORTHEAST OF THE JUNCTION OF STATE
 OY0518'HIGHWAY 27, AT THE EAST END OF A CURVE, 100 FEET SOUTHWEST OF A 2-FOOT
 OY0518'CONCRETE BOX CULVERT, 80 FEET SOUTH OF A POWERLINE POLE SET IN A LARGE
 OY0518'LAVA ROCK, 30 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 22, AND IN
 OY0518'THE TOP OF A LAVA ROCK.  A STANDARD DISK, STAMPED B 35 1934.
 OY0518
 OY0518                          STATION RECOVERY (1992)
 OY0518
 OY0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0518'23.8 KM (14.80 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY0518'POST OFFICE IN HOWE, NEAR THE CENTER OF A 3 BY 4-FOOT AREA OF
 OY0518'OUTCROPPING BEDROCK, 31.2 M (102.4 FT) SOUTHWEST OF A 16-INCH PIPE
 OY0518'CULVERT, 10.1 M (33.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 1.2 M
 OY0518'(3.9 FT) SOUTH OF A WITNESS POST,AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 OY0518'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0848 ***********************************************************************
 RZ0848  DESIGNATION -  B 350
 RZ0848  PID         -  RZ0848
 RZ0848  STATE/COUNTY-  ID/LATAH
 RZ0848  USGS QUAD   -  UNIONTOWN (1964)
 RZ0848
 RZ0848                         *CURRENT SURVEY CONTROL
 RZ0848  ___________________________________________________________________
 RZ0848* NAD 83(1986)-  46 36 47.     (N)    117 00 24.     (W)     SCALED    
 RZ0848* NAVD 88     -       828.672  (meters)    2718.73   (feet)  ADJUSTED  
 RZ0848  ___________________________________________________________________
 RZ0848  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 RZ0848  DYNAMIC HT  -         828.605 (meters)    2718.51  (feet)  COMP
 RZ0848  MODELED GRAV-     980,505.8   (mgal)                       NAVD 88
 RZ0848
 RZ0848  VERT ORDER  -  SECOND    CLASS 0
 RZ0848
 RZ0848.The horizontal coordinates were scaled from a topographic map and have
 RZ0848.an estimated accuracy of +/- 6 seconds.
 RZ0848
 RZ0848.The orthometric height was determined by differential leveling
 RZ0848.and adjusted by the National Geodetic Survey in June 1991..
 RZ0848
 RZ0848.The geoid height was determined by GEOID03.
 RZ0848
 RZ0848.The dynamic height is computed by dividing the NAVD 88
 RZ0848.geopotential number by the normal gravity value computed on the
 RZ0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0848.degrees latitude (g = 980.6199 gals.).
 RZ0848
 RZ0848.The modeled gravity was interpolated from observed gravity values.
 RZ0848
 RZ0848;                    North         East    Units  Estimated Accuracy
 RZ0848;SPC ID W     -   550,350.      703,740.      MT  (+/- 180 meters Scaled)
 RZ0848
 RZ0848                          SUPERSEDED SURVEY CONTROL
 RZ0848
 RZ0848  NGVD 29 (??/??/92)  827.583  (m)         2715.16   (f) ADJ UNCH    2 0
 RZ0848
 RZ0848.Superseded values are not recommended for survey control.
 RZ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0848.See file dsdata.txt to determine how the superseded data were derived.
 RZ0848
 RZ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM994621(NAD 83)
 RZ0848_MARKER: DB = BENCH MARK DISK
 RZ0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0848_STAMPING: B 350 1952
 RZ0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0848+STABILITY: SURFACE MOTION
 RZ0848
 RZ0848  HISTORY     - Date     Condition        Report By
 RZ0848  HISTORY     - 1952     MONUMENTED       CGS
 RZ0848
 RZ0848                          STATION DESCRIPTION
 RZ0848
 RZ0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0848'7.9 MI NE FROM COLTON, WA.
 RZ0848'1.0 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0848'COLTON, THENCE 3.6 MILES NORTHEAST ALONG A GRADED COUNTY ROAD, THENCE
 RZ0848'3.1 MILES EAST ALONG A COUNTY ROAD, THENCE 0.2 MILE NORTH ALONG A
 RZ0848'GRAVEL ROAD, 106 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SAINT
 RZ0848'FRANCIS OF ASISSY CHURCH BUILDING, 26 FEET WEST OF THE CENTER LINE OF
 RZ0848'THE ROAD, 13 FEET NORTH OF A POWER LINE POLE, 3.1 FEET EAST OF A FENCE
 RZ0848'CORNER POST, 2.7 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER
 RZ0848'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 RZ0848'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0549 ***********************************************************************
 RZ0549  DESIGNATION -  B 351 RESET
 RZ0549  PID         -  RZ0549
 RZ0549  STATE/COUNTY-  ID/LATAH
 RZ0549  USGS QUAD   -  TROY (1975)
 RZ0549
 RZ0549                         *CURRENT SURVEY CONTROL
 RZ0549  ___________________________________________________________________
 RZ0549* NAD 83(1986)-  46 43 35.     (N)    116 46 00.     (W)     SCALED    
 RZ0549* NAVD 88     -       837.36   (meters)    2747.2    (feet)  RESET     
 RZ0549  ___________________________________________________________________
 RZ0549  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 RZ0549
 RZ0549  VERT ORDER  -  THIRD
 RZ0549
 RZ0549.The horizontal coordinates were scaled from a topographic map and have
 RZ0549.an estimated accuracy of +/- 6 seconds.
 RZ0549
 RZ0549.The orthometric height was computed from unverified reset data.
 RZ0549
 RZ0549.The geoid height was determined by GEOID03.
 RZ0549
 RZ0549;                    North         East    Units  Estimated Accuracy
 RZ0549;SPC ID W     -   562,680.      722,290.      MT  (+/- 180 meters Scaled)
 RZ0549
 RZ0549                          SUPERSEDED SURVEY CONTROL
 RZ0549
 RZ0549.No superseded survey control is available for this station.
 RZ0549
 RZ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM178747(NAD 83)
 RZ0549_MARKER: DB = BENCH MARK DISK
 RZ0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0549_STAMPING: B 351 RESET 1968
 RZ0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0549+STABILITY: SURFACE MOTION
 RZ0549
 RZ0549  HISTORY     - Date     Condition        Report By
 RZ0549  HISTORY     - 1968     MONUMENTED       CGS
 RZ0549
 RZ0549                          STATION DESCRIPTION
 RZ0549
 RZ0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 RZ0549'1.2 MI S FROM TROY.
 RZ0549'THE MARK IS ON OLD HIGHWAY 99, 0.2 MILE NORTH OF THE POINT WHERE THE
 RZ0549'OLD ROAD JOINS THE NEW ROAD, 0.05 MILE NORTH OF AND ABOUT 12 FEET
 RZ0549'LOWER THAN THE POINT WHERE THE ROAD CROSSES THE SUMMIT OF A HILL, 52
 RZ0549'FEET NORTH OF A TELEPHONE POLE, 47 FEET WEST OF A POWER POLE, 12 FEET
 RZ0549'WEST OF THE CENTER OF THE GRAVEL ROAD, 1 FOOT ABOVE THE ROAD, 8 FEET
 RZ0549'LOWER THAN THE TOP OF THE CUT BANK ON THE WEST SIDE OF THE ROAD AND 1
 RZ0549'FOOT NORTH OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET
 RZ0549'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ON THE EAST SIDE AND
 RZ0549'IS FLUSH WITH THE BANK ON THE WEST SIDE.  REACHED FROM THE
 RZ0549'INTERSECTION OF STATE HIGHWAYS 8 AND 99 AT THE SOUTH EDGE OF TROY BY
 RZ0549'GOING SOUTH ON STATE HIGHWAY 99 FOR 0.5 MILE, TURN RIGHT AND GO WEST
 RZ0549'AND SOUTH ON GRAVEL ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT, 0.05
 RZ0549'MILE BEFORE REACHING THE TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0496 ***********************************************************************
 RZ0496  DESIGNATION -  B 352
 RZ0496  PID         -  RZ0496
 RZ0496  STATE/COUNTY-  ID/LATAH
 RZ0496  USGS QUAD   -  JULIAETTA (1990)
 RZ0496
 RZ0496                         *CURRENT SURVEY CONTROL
 RZ0496  ___________________________________________________________________
 RZ0496* NAD 83(1986)-  46 32 56.     (N)    116 43 07.     (W)     SCALED    
 RZ0496* NAVD 88     -       306.908  (meters)    1006.91   (feet)  ADJUSTED  
 RZ0496  ___________________________________________________________________
 RZ0496  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 RZ0496  DYNAMIC HT  -         306.898 (meters)    1006.88  (feet)  COMP
 RZ0496  MODELED GRAV-     980,572.2   (mgal)                       NAVD 88
 RZ0496
 RZ0496  VERT ORDER  -  SECOND    CLASS 0
 RZ0496
 RZ0496.The horizontal coordinates were scaled from a topographic map and have
 RZ0496.an estimated accuracy of +/- 6 seconds.
 RZ0496
 RZ0496.The orthometric height was determined by differential leveling
 RZ0496.and adjusted by the National Geodetic Survey in June 1991..
 RZ0496
 RZ0496.The geoid height was determined by GEOID03.
 RZ0496
 RZ0496.The dynamic height is computed by dividing the NAVD 88
 RZ0496.geopotential number by the normal gravity value computed on the
 RZ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0496.degrees latitude (g = 980.6199 gals.).
 RZ0496
 RZ0496.The modeled gravity was interpolated from observed gravity values.
 RZ0496
 RZ0496;                    North         East    Units  Estimated Accuracy
 RZ0496;SPC ID W     -   542,910.      725,720.      MT  (+/- 180 meters Scaled)
 RZ0496
 RZ0496                          SUPERSEDED SURVEY CONTROL
 RZ0496
 RZ0496  NGVD 29 (??/??/92)  305.879  (m)         1003.54   (f) ADJ UNCH    2 0
 RZ0496
 RZ0496.Superseded values are not recommended for survey control.
 RZ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0496.See file dsdata.txt to determine how the superseded data were derived.
 RZ0496
 RZ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM215550(NAD 83)
 RZ0496_MARKER: DB = BENCH MARK DISK
 RZ0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0496_STAMPING: B 352 1952
 RZ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0496+STABILITY: SURFACE MOTION
 RZ0496
 RZ0496  HISTORY     - Date     Condition        Report By
 RZ0496  HISTORY     - 1952     MONUMENTED       CGS
 RZ0496
 RZ0496                          STATION DESCRIPTION
 RZ0496
 RZ0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0496'2.1 MI S FROM JULIAETTA.
 RZ0496'2.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0496'JULIAETTA, 0.3 MILE NORTH OF THE LATAH-NEZ PERCE COUNTY LINE, 0.15
 RZ0496'MILE SOUTH OF MILEPOST 117, 115 FEET WEST OF THE WEST RAIL, 90 FEET
 RZ0496'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME FARMHOUSE, 46 FEET SOUTH
 RZ0496'OF A FENCE CORNER POST, 35 FEET WEST OF THE CENTER LINE OF A HIGHWAY,
 RZ0496'34 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE
 RZ0496'FARMHOUSE, 3 1/2 FEET NORTH OF A POWER LINE POLE WITH A TRANSFORMER,
 RZ0496'ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RZ0496'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0540 ***********************************************************************
 SV0540  DESIGNATION -  B 353
 SV0540  PID         -  SV0540
 SV0540  STATE/COUNTY-  ID/KOOTENAI
 SV0540  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0540
 SV0540                         *CURRENT SURVEY CONTROL
 SV0540  ___________________________________________________________________
 SV0540* NAD 83(1986)-  47 36 33.     (N)    116 43 49.     (W)     SCALED    
 SV0540* NAVD 88     -       686.795  (meters)    2253.26   (feet)  ADJUSTED  
 SV0540  ___________________________________________________________________
 SV0540  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 SV0540  DYNAMIC HT  -         686.808 (meters)    2253.30  (feet)  COMP
 SV0540  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 SV0540
 SV0540  VERT ORDER  -  SECOND    CLASS 0
 SV0540
 SV0540.The horizontal coordinates were scaled from a topographic map and have
 SV0540.an estimated accuracy of +/- 6 seconds.
 SV0540
 SV0540.The orthometric height was determined by differential leveling
 SV0540.and adjusted by the National Geodetic Survey in June 1991..
 SV0540
 SV0540.The geoid height was determined by GEOID03.
 SV0540
 SV0540.The dynamic height is computed by dividing the NAVD 88
 SV0540.geopotential number by the normal gravity value computed on the
 SV0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0540.degrees latitude (g = 980.6199 gals.).
 SV0540
 SV0540.The modeled gravity was interpolated from observed gravity values.
 SV0540
 SV0540;                    North         East    Units  Estimated Accuracy
 SV0540;SPC ID W     -   660,780.      726,300.      MT  (+/- 180 meters Scaled)
 SV0540
 SV0540                          SUPERSEDED SURVEY CONTROL
 SV0540
 SV0540  NGVD 29 (??/??/92)  685.666  (m)         2249.56   (f) ADJ UNCH    2 0
 SV0540
 SV0540.Superseded values are not recommended for survey control.
 SV0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0540.See file dsdata.txt to determine how the superseded data were derived.
 SV0540
 SV0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN202728(NAD 83)
 SV0540_MARKER: DD = SURVEY DISK
 SV0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0540_STAMPING: B 353 1952
 SV0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0540+STABILITY: SURFACE MOTION
 SV0540
 SV0540  HISTORY     - Date     Condition        Report By
 SV0540  HISTORY     - 1952     MONUMENTED       IDGS
 SV0540  HISTORY     - 1952     GOOD             NGS
 SV0540
 SV0540                          STATION DESCRIPTION
 SV0540
 SV0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0540'15.1 MI S FROM COEUR DALENE.
 SV0540'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0540'COEUR DALENE, THENCE 6.3 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0540'ALTERNATE, ABOUT 300 FEET WEST OF B.M. PC 17 (D.P.W.), 130 FEET EAST
 SV0540'OF THE WEST END OF A CUT, 36 FEET NORTH OF THE CENTER LINE OF THE
 SV0540'HIGHWAY, 7 1/2 FEET NORTHWEST OF A 24-INCH PINE TREE, 2.5 FEET SOUTH
 SV0540'OF A FENCE, 1.3 FEET NORTHEAST OF A WITNESS POST, ABOUT 12 FEET HIGHER
 SV0540'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SV0540'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0425 ***********************************************************************
 NT0425  DESIGNATION -  B 360
 NT0425  PID         -  NT0425
 NT0425  STATE/COUNTY-  ID/CARIBOU
 NT0425  USGS QUAD   -  CHINA HAT (1981)
 NT0425
 NT0425                         *CURRENT SURVEY CONTROL
 NT0425  ___________________________________________________________________
 NT0425* NAD 83(1986)-  42 45 07.     (N)    111 33 51.     (W)     SCALED    
 NT0425* NAVD 88     -      1883.797  (meters)    6180.42   (feet)  ADJUSTED  
 NT0425  ___________________________________________________________________
 NT0425  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 NT0425  DYNAMIC HT  -        1882.471 (meters)    6176.07  (feet)  COMP
 NT0425  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 NT0425
 NT0425  VERT ORDER  -  SECOND    CLASS 0
 NT0425
 NT0425.The horizontal coordinates were scaled from a topographic map and have
 NT0425.an estimated accuracy of +/- 6 seconds.
 NT0425
 NT0425.The orthometric height was determined by differential leveling
 NT0425.and adjusted by the National Geodetic Survey in June 1991..
 NT0425
 NT0425.The geoid height was determined by GEOID03.
 NT0425
 NT0425.The dynamic height is computed by dividing the NAVD 88
 NT0425.geopotential number by the normal gravity value computed on the
 NT0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0425.degrees latitude (g = 980.6199 gals.).
 NT0425
 NT0425.The modeled gravity was interpolated from observed gravity values.
 NT0425
 NT0425;                    North         East    Units  Estimated Accuracy
 NT0425;SPC ID E     -   120,720.      249,320.      MT  (+/- 180 meters Scaled)
 NT0425
 NT0425                          SUPERSEDED SURVEY CONTROL
 NT0425
 NT0425  NGVD 29 (??/??/92) 1882.55   (m)         6176.3    (f) COMPUTED    2 0
 NT0425
 NT0425.Superseded values are not recommended for survey control.
 NT0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0425.See file dsdata.txt to determine how the superseded data were derived.
 NT0425
 NT0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN538334(NAD 83)
 NT0425_MARKER: DB = BENCH MARK DISK
 NT0425_SETTING: 0 = UNSPECIFIED SETTING
 NT0425_STAMPING: B 360 1951
 NT0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0425+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2002
 NT0425
 NT0425  HISTORY     - Date     Condition        Report By
 NT0425  HISTORY     - 1951     MONUMENTED       CGS
 NT0425  HISTORY     - 20020426 GOOD             ORBITE
 NT0425
 NT0425                          STATION DESCRIPTION
 NT0425
 NT0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0425'7.7 MI N FROM SODA SPRINGS.
 NT0425'7.7 MILES NORTH ALONG THE STATE HIGHWAY 34, 0.8 MILE SOUTH OF A FARM
 NT0425'BUILDING ON THE WEST SIDE OF THE HIGHWAY, 48 FEET EAST OF THE CENTER
 NT0425'LINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE, 2 FEET LOWER THAN THE
 NT0425'HIGHWAY, AND 4 FEET NORTH OF A WITNESS POST.
 NT0425
 NT0425                          STATION RECOVERY (2002)
 NT0425
 NT0425'RECOVERY NOTE BY ORBITECH INC 2002 (SHG)
 NT0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0358 ***********************************************************************
 RZ0358  DESIGNATION -  B 363
 RZ0358  PID         -  RZ0358
 RZ0358  STATE/COUNTY-  ID/NEZ PERCE
 RZ0358  USGS QUAD   -  CULDESAC NORTH (1984)
 RZ0358
 RZ0358                         *CURRENT SURVEY CONTROL
 RZ0358  ___________________________________________________________________
 RZ0358* NAD 83(1986)-  46 29 58.     (N)    116 43 28.     (W)     SCALED    
 RZ0358* NAVD 88     -       258.120  (meters)     846.85   (feet)  ADJUSTED  
 RZ0358  ___________________________________________________________________
 RZ0358  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 RZ0358  DYNAMIC HT  -         258.118 (meters)     846.84  (feet)  COMP
 RZ0358  MODELED GRAV-     980,599.6   (mgal)                       NAVD 88
 RZ0358
 RZ0358  VERT ORDER  -  FIRST     CLASS II
 RZ0358
 RZ0358.The horizontal coordinates were scaled from a topographic map and have
 RZ0358.an estimated accuracy of +/- 6 seconds.
 RZ0358
 RZ0358.The orthometric height was determined by differential leveling
 RZ0358.and adjusted by the National Geodetic Survey in June 1991..
 RZ0358
 RZ0358.The geoid height was determined by GEOID03.
 RZ0358
 RZ0358.The dynamic height is computed by dividing the NAVD 88
 RZ0358.geopotential number by the normal gravity value computed on the
 RZ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0358.degrees latitude (g = 980.6199 gals.).
 RZ0358
 RZ0358.The modeled gravity was interpolated from observed gravity values.
 RZ0358
 RZ0358;                    North         East    Units  Estimated Accuracy
 RZ0358;SPC ID W     -   537,410.      725,200.      MT  (+/- 180 meters Scaled)
 RZ0358
 RZ0358                          SUPERSEDED SURVEY CONTROL
 RZ0358
 RZ0358  NGVD 29 (??/??/92)  257.126  (m)          843.59   (f) ADJ UNCH    1 2
 RZ0358
 RZ0358.Superseded values are not recommended for survey control.
 RZ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0358.See file dsdata.txt to determine how the superseded data were derived.
 RZ0358
 RZ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM211495(NAD 83)
 RZ0358_MARKER: DB = BENCH MARK DISK
 RZ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0358_STAMPING: B 363 1959
 RZ0358_MARK LOGO: USE   
 RZ0358_PROJECTION: PROJECTING 10 CENTIMETERS
 RZ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0358+STABILITY: SURFACE MOTION
 RZ0358
 RZ0358  HISTORY     - Date     Condition        Report By
 RZ0358  HISTORY     - 1959     MONUMENTED       DOD
 RZ0358  HISTORY     - 1980     GOOD             NGS
 RZ0358
 RZ0358                          STATION DESCRIPTION
 RZ0358
 RZ0358'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0358'17.8 MI E FROM LEWISTON.
 RZ0358'APPROXIMATELY 17.8 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0358'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0358'CLEARWATER RIVER, ABOUT 36 FEET WEST OF AN OLD HARDWARE AND DRY GOODS
 RZ0358'STORE AT MYRTLE (NOW USED AS LIVING QUARTERS), 27 FEET SOUTH OF THE
 RZ0358'CENTERLINE OF A GRAVEL ROAD, 8 FEET EAST OF A POWER POLE, 3 FEET NORTH
 RZ0358'OF A 2- BY 2-INCH WHITE WOODEN WITNESS POST.  A STANDARD CORPS OF
 RZ0358'ENGINEERS BRONZE MARKER SET IN THE TOP OF A CONCRETE POST.
 RZ0358
 RZ0358                          STATION RECOVERY (1980)
 RZ0358
 RZ0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0358'15.9 KILOMETERS (9.85 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ0358'SOUTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER
 RZ0358'IN LENORE, THENCE 0.1 KILOMETER (0.05 MILE) WEST ALONG THE OLD HIGHWAY
 RZ0358'GRADE AT MERTLE, AT THE NORTH EDGE OF A GROUP OF SMALL LOCUST TREES,
 RZ0358'9.8 METERS (32.0 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.7
 RZ0358'METERS (22.0 FEET) WEST OF THE EXTENDED CENTERLINE OF A GRAVEL DRIVE
 RZ0358'LEADING NORTH, 2.6 METERS (8.5 FEET) EAST OF POWER LINE POLE NUMBER
 RZ0358'276236 AT A RIGHT-ANGLE IN THE POWER LINES.
 RZ0358'THE MARK IS 0.55 METERS  W FROM A WITNESS POST.
 RZ0358'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0205 ***********************************************************************
 RZ0205  DESIGNATION -  B 364
 RZ0205  PID         -  RZ0205
 RZ0205  STATE/COUNTY-  ID/NEZ PERCE
 RZ0205  USGS QUAD   -  PECK (1967)
 RZ0205
 RZ0205                         *CURRENT SURVEY CONTROL
 RZ0205  ___________________________________________________________________
 RZ0205* NAD 83(1986)-  46 29 48.     (N)    116 24 35.     (W)     SCALED    
 RZ0205* NAVD 88     -       293.683  (meters)     963.52   (feet)  ADJUSTED  
 RZ0205  ___________________________________________________________________
 RZ0205  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 RZ0205  DYNAMIC HT  -         293.678 (meters)     963.51  (feet)  COMP
 RZ0205  MODELED GRAV-     980,589.2   (mgal)                       NAVD 88
 RZ0205
 RZ0205  VERT ORDER  -  FIRST     CLASS II
 RZ0205
 RZ0205.The horizontal coordinates were scaled from a topographic map and have
 RZ0205.an estimated accuracy of +/- 6 seconds.
 RZ0205
 RZ0205.The orthometric height was determined by differential leveling
 RZ0205.and adjusted by the National Geodetic Survey in June 1991..
 RZ0205
 RZ0205.The geoid height was determined by GEOID03.
 RZ0205
 RZ0205.The dynamic height is computed by dividing the NAVD 88
 RZ0205.geopotential number by the normal gravity value computed on the
 RZ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0205.degrees latitude (g = 980.6199 gals.).
 RZ0205
 RZ0205.The modeled gravity was interpolated from observed gravity values.
 RZ0205
 RZ0205;                    North         East    Units  Estimated Accuracy
 RZ0205;SPC ID W     -   536,860.      749,360.      MT  (+/- 180 meters Scaled)
 RZ0205
 RZ0205                          SUPERSEDED SURVEY CONTROL
 RZ0205
 RZ0205  NGVD 29 (??/??/92)  292.683  (m)          960.24   (f) ADJ UNCH    1 2
 RZ0205
 RZ0205.Superseded values are not recommended for survey control.
 RZ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0205.See file dsdata.txt to determine how the superseded data were derived.
 RZ0205
 RZ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM452494(NAD 83)
 RZ0205_MARKER: DD = SURVEY DISK
 RZ0205_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0205_SP_SET: ROCK OUTCROP
 RZ0205_STAMPING: B 364 1959
 RZ0205_MARK LOGO: USE   
 RZ0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0205+STABILITY: POSITION/ELEVATION WELL
 RZ0205
 RZ0205  HISTORY     - Date     Condition        Report By
 RZ0205  HISTORY     - 1959     MONUMENTED       DOD
 RZ0205  HISTORY     - 1980     GOOD             NGS
 RZ0205
 RZ0205                          STATION DESCRIPTION
 RZ0205
 RZ0205'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0205'36.36 MI E FROM LEWISTON.
 RZ0205'APPROXIMATELY 36.36 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0205'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0205'CLEARWATER RIVER, ABOUT 270 FEET DOWNSTREAM FROM A HIGHWAY SIGN (CURVE
 RZ0205'AND 50 MPH), 100 FEET DOWNSTREAM FROM PP-49, 40 FEET DOWNSTREAM FROM
 RZ0205'AN 18-INCH C.M.P. CULVERT, 25 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 RZ0205'9, 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD CORPS OF ENGINEERS
 RZ0205'BRONZE MARKER CEMENTED IN THE TOP OF A ROCK OUTCROP AND MARKED WITH
 RZ0205'WHITE PAINT.
 RZ0205
 RZ0205                          STATION RECOVERY (1980)
 RZ0205
 RZ0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0205'12.9 KILOMETERS (8.0 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RZ0205'SOUTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER
 RZ0205'IN LENORE, 0.2 KILOMETER (0.1 MILE) EAST OF HIGHWAY MILEPOST 36,
 RZ0205'SET IN TOP OF A ROCK OUTCROP MARKED BY THE PAINTED INITIALS -BM-,
 RZ0205'7.6 METERS (25.0 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 13.4
 RZ0205'METERS (44.0 FEET) WEST OF AN UNDERGROUND TELEPHONE CABLE WITNESS
 RZ0205'SIGN, 12.2 METERS (40.0 FEET) WEST OF THE TOP CENTER OF THE SOUTH
 RZ0205'END OF A 45-CENTIMETER (18-INCH) DIAMETER STEEL PIPE CULVERT UNDER
 RZ0205'THE HIGHWAY.
 RZ0205'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0493 ***********************************************************************
 RY0493  DESIGNATION -  B 365
 RY0493  PID         -  RY0493
 RY0493  STATE/COUNTY-  ID/IDAHO
 RY0493  USGS QUAD   -  LOWELL (1994)
 RY0493
 RY0493                         *CURRENT SURVEY CONTROL
 RY0493  ___________________________________________________________________
 RY0493* NAD 83(1986)-  46 07 42.     (N)    115 35 17.     (W)     SCALED    
 RY0493* NAVD 88     -       460.632  (meters)    1511.26   (feet)  ADJUSTED  
 RY0493  ___________________________________________________________________
 RY0493  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 RY0493  DYNAMIC HT  -         460.577 (meters)    1511.08  (feet)  COMP
 RY0493  MODELED GRAV-     980,482.0   (mgal)                       NAVD 88
 RY0493
 RY0493  VERT ORDER  -  SECOND    CLASS 0
 RY0493
 RY0493.The horizontal coordinates were scaled from a topographic map and have
 RY0493.an estimated accuracy of +/- 6 seconds.
 RY0493
 RY0493.The orthometric height was determined by differential leveling
 RY0493.and adjusted by the National Geodetic Survey in June 1991..
 RY0493
 RY0493.The geoid height was determined by GEOID03.
 RY0493
 RY0493.The dynamic height is computed by dividing the NAVD 88
 RY0493.geopotential number by the normal gravity value computed on the
 RY0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0493.degrees latitude (g = 980.6199 gals.).
 RY0493
 RY0493.The modeled gravity was interpolated from observed gravity values.
 RY0493
 RY0493;                    North         East    Units  Estimated Accuracy
 RY0493;SPC ID W     -   495,720.      812,520.      MT  (+/- 180 meters Scaled)
 RY0493
 RY0493                          SUPERSEDED SURVEY CONTROL
 RY0493
 RY0493  NGVD 29 (??/??/92)  459.542  (m)         1507.68   (f) ADJ UNCH    2 0
 RY0493
 RY0493.Superseded values are not recommended for survey control.
 RY0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0493.See file dsdata.txt to determine how the superseded data were derived.
 RY0493
 RY0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM090092(NAD 83)
 RY0493_MARKER: DB = BENCH MARK DISK
 RY0493_SETTING: 66 = SET IN ROCK OUTCROP
 RY0493_SP_SET: ROCK CUT
 RY0493_STAMPING: B 365 1965
 RY0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0493+STABILITY: POSITION/ELEVATION WELL
 RY0493
 RY0493  HISTORY     - Date     Condition        Report By
 RY0493  HISTORY     - 1965     MONUMENTED       CGS
 RY0493  HISTORY     - 1966     MARK NOT FOUND   USGS
 RY0493
 RY0493                          STATION DESCRIPTION
 RY0493
 RY0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0493'1.35 MI SE FROM LOWELL.
 RY0493'1.35 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0493'U.S. HIGHWAY 12 AT LOWELL, SET VERTICALLY IN THE SOUTH-SOUTHWEST FACE
 RY0493'OF A ROCK CUT, 11 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD,
 RY0493'AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 RY0493
 RY0493                          STATION RECOVERY (1966)
 RY0493
 RY0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RY0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0357 ***********************************************************************
 RY0357  DESIGNATION -  B 366
 RY0357  PID         -  RY0357
 RY0357  STATE/COUNTY-  ID/IDAHO
 RY0357  USGS QUAD   -  FOG MOUNTAIN (1995)
 RY0357
 RY0357                         *CURRENT SURVEY CONTROL
 RY0357  ___________________________________________________________________
 RY0357* NAD 83(1986)-  46 03 49.     (N)    115 11 57.     (W)     SCALED    
 RY0357* NAVD 88     -       567.767  (meters)    1862.75   (feet)  ADJUSTED  
 RY0357  ___________________________________________________________________
 RY0357  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 RY0357  DYNAMIC HT  -         567.519 (meters)    1861.94  (feet)  COMP
 RY0357  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 RY0357
 RY0357  VERT ORDER  -  SECOND    CLASS 0
 RY0357
 RY0357.The horizontal coordinates were scaled from a topographic map and have
 RY0357.an estimated accuracy of +/- 6 seconds.
 RY0357
 RY0357.The orthometric height was determined by differential leveling
 RY0357.and adjusted by the National Geodetic Survey in June 1991..
 RY0357
 RY0357.The geoid height was determined by GEOID03.
 RY0357
 RY0357.The dynamic height is computed by dividing the NAVD 88
 RY0357.geopotential number by the normal gravity value computed on the
 RY0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0357.degrees latitude (g = 980.6199 gals.).
 RY0357
 RY0357.The modeled gravity was interpolated from observed gravity values.
 RY0357
 RY0357;                    North         East    Units  Estimated Accuracy
 RY0357;SPC ID W     -   488,660.      842,620.      MT  (+/- 180 meters Scaled)
 RY0357
 RY0357                          SUPERSEDED SURVEY CONTROL
 RY0357
 RY0357  NGVD 29 (??/??/92)  566.474  (m)         1858.51   (f) ADJ UNCH    2 0
 RY0357
 RY0357.Superseded values are not recommended for survey control.
 RY0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0357.See file dsdata.txt to determine how the superseded data were derived.
 RY0357
 RY0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM392026(NAD 83)
 RY0357_MARKER: DB = BENCH MARK DISK
 RY0357_SETTING: 80 = SET IN A BOULDER
 RY0357_STAMPING: B 366 1965
 RY0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0357+STABILITY: SURFACE MOTION
 RY0357
 RY0357  HISTORY     - Date     Condition        Report By
 RY0357  HISTORY     - 1965     MONUMENTED       CGS
 RY0357
 RY0357                          STATION DESCRIPTION
 RY0357
 RY0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0357'24.3 MI E FROM LOWELL.
 RY0357'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0357'HIGHWAY 12 AT LOWELL, THENCE 4.7 MILES EAST ALONG THE SELWAY RIVER
 RY0357'TRAIL, SET VERTICALLY IN THE EAST FACE OF A 7- BY 10-FOOT BOULDER, 5
 RY0357'FEET WEST-NORTHWEST OF THE CENTER LINE OF THE TRAIL, AND ABOUT 45 FEET
 RY0357'HIGHER THAN THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0182 ***********************************************************************
 RY0182  DESIGNATION -  B 367
 RY0182  PID         -  RY0182
 RY0182  STATE/COUNTY-  ID/IDAHO
 RY0182  USGS QUAD   -  SHISSLER PEAK (1995)
 RY0182
 RY0182                         *CURRENT SURVEY CONTROL
 RY0182  ___________________________________________________________________
 RY0182* NAD 83(1986)-  46 08 32.     (N)    114 54 37.     (W)     SCALED    
 RY0182* NAVD 88     -       694.908  (meters)    2279.88   (feet)  ADJUSTED  
 RY0182  ___________________________________________________________________
 RY0182  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 RY0182  DYNAMIC HT  -         694.699 (meters)    2279.19  (feet)  COMP
 RY0182  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 RY0182
 RY0182  VERT ORDER  -  SECOND    CLASS 0
 RY0182
 RY0182.The horizontal coordinates were scaled from a topographic map and have
 RY0182.an estimated accuracy of +/- 6 seconds.
 RY0182
 RY0182.The orthometric height was determined by differential leveling
 RY0182.and adjusted by the National Geodetic Survey in June 1991..
 RY0182
 RY0182.The geoid height was determined by GEOID03.
 RY0182
 RY0182.The dynamic height is computed by dividing the NAVD 88
 RY0182.geopotential number by the normal gravity value computed on the
 RY0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0182.degrees latitude (g = 980.6199 gals.).
 RY0182
 RY0182.The modeled gravity was interpolated from observed gravity values.
 RY0182
 RY0182;                    North         East    Units  Estimated Accuracy
 RY0182;SPC ID W     -   497,590.      864,880.      MT  (+/- 180 meters Scaled)
 RY0182
 RY0182                          SUPERSEDED SURVEY CONTROL
 RY0182
 RY0182  NGVD 29 (??/??/92)  693.673  (m)         2275.83   (f) ADJ UNCH    2 0
 RY0182
 RY0182.Superseded values are not recommended for survey control.
 RY0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0182.See file dsdata.txt to determine how the superseded data were derived.
 RY0182
 RY0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM613119(NAD 83)
 RY0182_MARKER: DB = BENCH MARK DISK
 RY0182_SETTING: 80 = SET IN A BOULDER
 RY0182_STAMPING: B 367 1965
 RY0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0182+STABILITY: SURFACE MOTION
 RY0182
 RY0182  HISTORY     - Date     Condition        Report By
 RY0182  HISTORY     - 1965     MONUMENTED       CGS
 RY0182
 RY0182                          STATION DESCRIPTION
 RY0182
 RY0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0182'1.3 MI NE FROM MOOSE CREEK.
 RY0182'1.3 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0182'RANGER STATION AT MOOSE CREEK, IN THE TOP OF A 3- BY 6-FOOT BOULDER, 5
 RY0182'FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL, AND ABOUT 2 1/2 FEET
 RY0182'HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0210 ***********************************************************************
 RY0210  DESIGNATION -  B 368
 RY0210  PID         -  RY0210
 RY0210  STATE/COUNTY-  ID/IDAHO
 RY0210  USGS QUAD   -  JEANETTE MOUNTAIN (1994)
 RY0210
 RY0210                         *CURRENT SURVEY CONTROL
 RY0210  ___________________________________________________________________
 RY0210* NAD 83(1986)-  46 16 38.     (N)    114 37 09.     (W)     SCALED    
 RY0210* NAVD 88     -      1201.383  (meters)    3941.54   (feet)  ADJUSTED  
 RY0210  ___________________________________________________________________
 RY0210  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 RY0210  DYNAMIC HT  -        1200.831 (meters)    3939.73  (feet)  COMP
 RY0210  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 RY0210
 RY0210  VERT ORDER  -  SECOND    CLASS 0
 RY0210
 RY0210.The horizontal coordinates were scaled from a topographic map and have
 RY0210.an estimated accuracy of +/- 6 seconds.
 RY0210
 RY0210.The orthometric height was determined by differential leveling
 RY0210.and adjusted by the National Geodetic Survey in June 1991..
 RY0210
 RY0210.The geoid height was determined by GEOID03.
 RY0210
 RY0210.The dynamic height is computed by dividing the NAVD 88
 RY0210.geopotential number by the normal gravity value computed on the
 RY0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0210.degrees latitude (g = 980.6199 gals.).
 RY0210
 RY0210.The modeled gravity was interpolated from observed gravity values.
 RY0210
 RY0210;                    North         East    Units  Estimated Accuracy
 RY0210;SPC ID W     -   512,870.      887,150.      MT  (+/- 180 meters Scaled)
 RY0210
 RY0210                          SUPERSEDED SURVEY CONTROL
 RY0210
 RY0210  NGVD 29 (??/??/92) 1199.971  (m)         3936.90   (f) ADJ UNCH    2 0
 RY0210
 RY0210.Superseded values are not recommended for survey control.
 RY0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0210.See file dsdata.txt to determine how the superseded data were derived.
 RY0210
 RY0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM834276(NAD 83)
 RY0210_MARKER: DB = BENCH MARK DISK
 RY0210_SETTING: 80 = SET IN A BOULDER
 RY0210_STAMPING: B 368 1965
 RY0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0210+STABILITY: SURFACE MOTION
 RY0210
 RY0210  HISTORY     - Date     Condition        Report By
 RY0210  HISTORY     - 1965     MONUMENTED       CGS
 RY0210
 RY0210                          STATION DESCRIPTION
 RY0210
 RY0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0210'24.15 MI NE FROM MOOSE CREEK.
 RY0210'13.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0210'RANGER STATION AT MOOSE CREEK, THENCE 10.75 MILES NORTHEAST ALONG EAST
 RY0210'FORK MOOSE CREEK TRAIL, NEAR THE BOTTOM OF A WASH, IN THE TOP OF A 5-
 RY0210'BY 5-FOOT BOULDER, 20 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE
 RY0210'TRAIL, ABOUT 10 FEET HIGHER THAN THE CREEK AND 2 1/2 FEET HIGHER THAN
 RY0210'THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0503 ***********************************************************************
 OY0503  DESIGNATION -  B 37
 OY0503  PID         -  OY0503
 OY0503  STATE/COUNTY-  ID/BUTTE
 OY0503  USGS QUAD   -  BUTTE CITY (1972)
 OY0503
 OY0503                         *CURRENT SURVEY CONTROL
 OY0503  ___________________________________________________________________
 OY0503* NAD 83(1986)-  43 33 15.     (N)    113 10 01.     (W)     SCALED    
 OY0503* NAVD 88     -      1578.715  (meters)    5179.50   (feet)  ADJUSTED  
 OY0503  ___________________________________________________________________
 OY0503  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 OY0503  DYNAMIC HT  -        1577.846 (meters)    5176.65  (feet)  COMP
 OY0503  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 OY0503
 OY0503  VERT ORDER  -  FIRST     CLASS II
 OY0503
 OY0503.The horizontal coordinates were scaled from a topographic map and have
 OY0503.an estimated accuracy of +/- 6 seconds.
 OY0503
 OY0503.The orthometric height was determined by differential leveling
 OY0503.and adjusted by the National Geodetic Survey in June 1991..
 OY0503
 OY0503.The geoid height was determined by GEOID03.
 OY0503
 OY0503.The dynamic height is computed by dividing the NAVD 88
 OY0503.geopotential number by the normal gravity value computed on the
 OY0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0503.degrees latitude (g = 980.6199 gals.).
 OY0503
 OY0503.The modeled gravity was interpolated from observed gravity values.
 OY0503
 OY0503;                    North         East    Units  Estimated Accuracy
 OY0503;SPC ID C     -   210,000.      567,310.      MT  (+/- 180 meters Scaled)
 OY0503
 OY0503                          SUPERSEDED SURVEY CONTROL
 OY0503
 OY0503  NGVD 29 (08/20/92) 1577.644  (m)         5175.99   (f) ADJUSTED    1 2
 OY0503
 OY0503.Superseded values are not recommended for survey control.
 OY0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0503.See file dsdata.txt to determine how the superseded data were derived.
 OY0503
 OY0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP249246(NAD 83)
 OY0503_MARKER: DB = BENCH MARK DISK
 OY0503_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY0503_SP_SET: PREFAB CONC. POST IN EARTH
 OY0503_STAMPING: B 37 1934
 OY0503_MARK LOGO: CGS   
 OY0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0503+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0503
 OY0503  HISTORY     - Date     Condition        Report By
 OY0503  HISTORY     - 1934     MONUMENTED       CGS
 OY0503  HISTORY     - 1948     GOOD             NGS
 OY0503  HISTORY     - 19920619 GOOD             NGS
 OY0503
 OY0503                          STATION DESCRIPTION
 OY0503
 OY0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0503'9.4 MI SE FROM ARCO.
 OY0503'9.4 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0503'STATION AT ARCO, BUTTE COUNTY, 360 FEET WEST OF MILEPOST 50, 33 FEET
 OY0503'SOUTH OF THE SECOND POLE WEST OF THE MILEPOST, 216 FEET SOUTHEAST OF
 OY0503'THE CENTERLINE OF CULVERT 50.07 UNDER THE TRACK, AND 73 FEET SOUTH OF
 OY0503'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 37 1934 AND
 OY0503'SET IN THE TOP OF A CONCRETE POST.
 OY0503
 OY0503                          STATION RECOVERY (1992)
 OY0503
 OY0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0503'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0503'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 10.2 KM (6.35 MI)
 OY0503'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, 105.0 M (344.5 FT)
 OY0503'WEST OF MILE MARKER 50, 22.8 M (74.8 FT) SOUTH OF THE NEAR RAIL, 1.3
 OY0503'M (4.3 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A
 OY0503'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OY0503'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0185 ***********************************************************************
 PZ0185  DESIGNATION -  B 370
 PZ0185  PID         -  PZ0185
 PZ0185  STATE/COUNTY-  ID/CLARK
 PZ0185  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0185
 PZ0185                         *CURRENT SURVEY CONTROL
 PZ0185  ___________________________________________________________________
 PZ0185* NAD 83(1986)-  44 21 00.     (N)    112 10 15.     (W)     SCALED    
 PZ0185* NAVD 88     -      1798.793  (meters)    5901.54   (feet)  POSTED    
 PZ0185  ___________________________________________________________________
 PZ0185  GEOID HEIGHT-         -10.20  (meters)                     GEOID03
 PZ0185  DYNAMIC HT  -        1797.850 (meters)    5898.45  (feet)  COMP
 PZ0185  MODELED GRAV-     980,028.4   (mgal)                       NAVD 88
 PZ0185
 PZ0185  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PZ0185
 PZ0185.The horizontal coordinates were scaled from a topographic map and have
 PZ0185.an estimated accuracy of +/- 6 seconds.
 PZ0185
 PZ0185.The orthometric height was determined by differential leveling
 PZ0185.and adjusted by the National Geodetic Survey in 1992..
 PZ0185.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PZ0185.rate of 0.0 thru 1.0 mm/km.
 PZ0185
 PZ0185.The geoid height was determined by GEOID03.
 PZ0185
 PZ0185.The dynamic height is computed by dividing the NAVD 88
 PZ0185.geopotential number by the normal gravity value computed on the
 PZ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0185.degrees latitude (g = 980.6199 gals.).
 PZ0185
 PZ0185.The modeled gravity was interpolated from observed gravity values.
 PZ0185
 PZ0185;                    North         East    Units  Estimated Accuracy
 PZ0185;SPC ID E     -   298,080.      199,670.      MT  (+/- 180 meters Scaled)
 PZ0185
 PZ0185                          SUPERSEDED SURVEY CONTROL
 PZ0185
 PZ0185  NGVD 29 (??/??/92) 1797.581  (m)         5897.56   (f) ADJ UNCH    1 2
 PZ0185
 PZ0185.Superseded values are not recommended for survey control.
 PZ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0185.See file dsdata.txt to determine how the superseded data were derived.
 PZ0185
 PZ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ066114(NAD 83)
 PZ0185_MARKER: DB = BENCH MARK DISK
 PZ0185_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0185_SP_SET: LAVA OUTCROP
 PZ0185_STAMPING: B 370 1965
 PZ0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0185+STABILITY: POSITION/ELEVATION WELL
 PZ0185
 PZ0185  HISTORY     - Date     Condition        Report By
 PZ0185  HISTORY     - 1965     MONUMENTED       CGS
 PZ0185  HISTORY     - 1967     GOOD             NGS
 PZ0185
 PZ0185                          STATION DESCRIPTION
 PZ0185
 PZ0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0185'0.95 MI E FROM SPENCER.
 PZ0185'0.15 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0185'THENCE 0.8 MILE EAST ALONG KILGORE ROAD, 0.3 MILE SOUTHEAST OF THE
 PZ0185'CROSSING OF A POWER LINE, AT THE EAST EDGE OF A LAVA COVERED KNOLL, IN
 PZ0185'THE TOP OF A 2- BY 4 1/2 FOOT LAVA OUTCROP PROJECTING ABOUT 1 FOOT
 PZ0185'ABOVE THE GROUND, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 96
 PZ0185'1/2 FEET EAST OF A LONE TREE, 4.0 FEET NORTHEAST OF A RAIL FENCE, 0.8
 PZ0185'FOOT NORTHWEST OF A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE
 PZ0185'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0512 ***********************************************************************
 PY0512  DESIGNATION -  B 371
 PY0512  PID         -  PY0512
 PY0512  STATE/COUNTY-  ID/FREMONT
 PY0512  USGS QUAD   -  ISLAND PARK DAM (1964)
 PY0512
 PY0512                         *CURRENT SURVEY CONTROL
 PY0512  ___________________________________________________________________
 PY0512* NAD 83(1986)-  44 28 03.     (N)    111 27 17.     (W)     SCALED    
 PY0512* NAVD 88     -      1955.974  (meters)    6417.22   (feet)  POSTED    
 PY0512  ___________________________________________________________________
 PY0512  GEOID HEIGHT-          -9.29  (meters)                     GEOID03
 PY0512  DYNAMIC HT  -        1954.900 (meters)    6413.70  (feet)  COMP
 PY0512  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 PY0512
 PY0512  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0512
 PY0512.The horizontal coordinates were scaled from a topographic map and have
 PY0512.an estimated accuracy of +/- 6 seconds.
 PY0512
 PY0512.The orthometric height was determined by differential leveling
 PY0512.and adjusted by the National Geodetic Survey in 1992..
 PY0512.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0512.rate of 0.0 thru 1.0 mm/km.
 PY0512
 PY0512.The geoid height was determined by GEOID03.
 PY0512
 PY0512.The dynamic height is computed by dividing the NAVD 88
 PY0512.geopotential number by the normal gravity value computed on the
 PY0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0512.degrees latitude (g = 980.6199 gals.).
 PY0512
 PY0512.The modeled gravity was interpolated from observed gravity values.
 PY0512
 PY0512;                    North         East    Units  Estimated Accuracy
 PY0512;SPC ID E     -   311,390.      256,650.      MT  (+/- 180 meters Scaled)
 PY0512
 PY0512                          SUPERSEDED SURVEY CONTROL
 PY0512
 PY0512  NGVD 29 (??/??/92) 1954.710  (m)         6413.08   (f) ADJ UNCH    1 2
 PY0512
 PY0512.Superseded values are not recommended for survey control.
 PY0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0512.See file dsdata.txt to determine how the superseded data were derived.
 PY0512
 PY0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ638239(NAD 83)
 PY0512_MARKER: DB = BENCH MARK DISK
 PY0512_SETTING: 80 = SET IN A BOULDER
 PY0512_STAMPING: B 371 1965
 PY0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0512+STABILITY: SURFACE MOTION
 PY0512
 PY0512  HISTORY     - Date     Condition        Report By
 PY0512  HISTORY     - 1965     MONUMENTED       CGS
 PY0512  HISTORY     - 1967     GOOD             NGS
 PY0512
 PY0512                          STATION DESCRIPTION
 PY0512
 PY0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0512'8.25 MI SW FROM MACKS INN.
 PY0512'3.45 MILES SOUTH ALONG U.S. HIGHWAY 20 AND 191 FROM THE POST OFFICE AT
 PY0512'MACKS INN, THENCE 3.8 MILES WEST ALONG A ROAD, THENCE 1.0 MILE
 PY0512'NORTHWEST ALONG KILGORE-YALE ROAD, AT THE CROSSING OF HOTEL CREEK, IN
 PY0512'THE TOP OF A LARGE BOULDER PROJECTING ABOUT 3 FEET ABOVE THE GROUND,
 PY0512'31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 133 FEET WEST OF THE
 PY0512'SOUTH END OF A LARGE PIPE CULVERT, 1.8 FEET SOUTHEAST OF A WITNESS
 PY0512'POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0459 ***********************************************************************
 OX0459  DESIGNATION -  B 372
 OX0459  PID         -  OX0459
 OX0459  STATE/COUNTY-  ID/FREMONT
 OX0459  USGS QUAD   -  ST ANTHONY (1979)
 OX0459
 OX0459                         *CURRENT SURVEY CONTROL
 OX0459  ___________________________________________________________________
 OX0459* NAD 83(1986)-  43 57 20.     (N)    111 44 58.     (W)     SCALED    
 OX0459* NAVD 88     -      1502.654  (meters)    4929.96   (feet)  POSTED    
 OX0459  ___________________________________________________________________
 OX0459  GEOID HEIGHT-         -10.93  (meters)                     GEOID03
 OX0459  DYNAMIC HT  -        1501.900 (meters)    4927.48  (feet)  COMP
 OX0459  MODELED GRAV-     980,066.4   (mgal)                       NAVD 88
 OX0459
 OX0459  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0459
 OX0459.The horizontal coordinates were scaled from a topographic map and have
 OX0459.an estimated accuracy of +/- 6 seconds.
 OX0459
 OX0459.The orthometric height was determined by differential leveling
 OX0459.and adjusted by the National Geodetic Survey in 1992..
 OX0459.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0459.rate of 0.0 thru 1.0 mm/km.
 OX0459
 OX0459.The geoid height was determined by GEOID03.
 OX0459
 OX0459.The dynamic height is computed by dividing the NAVD 88
 OX0459.geopotential number by the normal gravity value computed on the
 OX0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0459.degrees latitude (g = 980.6199 gals.).
 OX0459
 OX0459.The modeled gravity was interpolated from observed gravity values.
 OX0459
 OX0459;                    North         East    Units  Estimated Accuracy
 OX0459;SPC ID E     -   254,340.      233,490.      MT  (+/- 180 meters Scaled)
 OX0459
 OX0459                          SUPERSEDED SURVEY CONTROL
 OX0459
 OX0459  NGVD 29 (??/??/92) 1501.604  (m)         4926.51   (f) ADJ UNCH    1 2
 OX0459
 OX0459.Superseded values are not recommended for survey control.
 OX0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0459.See file dsdata.txt to determine how the superseded data were derived.
 OX0459
 OX0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP398672(NAD 83)
 OX0459_MARKER: DB = BENCH MARK DISK
 OX0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0459_SP_SET: ABUTMENT
 OX0459_STAMPING: B 372 1967
 OX0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0459
 OX0459  HISTORY     - Date     Condition        Report By
 OX0459  HISTORY     - 1967     MONUMENTED       CGS
 OX0459
 OX0459                          STATION DESCRIPTION
 OX0459
 OX0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OX0459'0.55 MI E FROM PARKER.
 OX0459'0.1 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT PARKER, THENCE
 OX0459'0.45 MILE EAST ALONG A COUNTY ROAD, IN THE TOP AND 0.5 FOOT SOUTH OF
 OX0459'THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER
 OX0459'EGIN CANAL , 15 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 OX0459'ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0537 ***********************************************************************
 PY0537  DESIGNATION -  B 373
 PY0537  PID         -  PY0537
 PY0537  STATE/COUNTY-  ID/FREMONT
 PY0537  USGS QUAD   -  SPLIT ROCK (1972)
 PY0537
 PY0537                         *CURRENT SURVEY CONTROL
 PY0537  ___________________________________________________________________
 PY0537* NAD 83(1986)-  44 12 45.     (N)    111 50 56.     (W)     SCALED    
 PY0537* NAVD 88     -      1820.181  (meters)    5971.71   (feet)  POSTED    
 PY0537  ___________________________________________________________________
 PY0537  GEOID HEIGHT-         -10.37  (meters)                     GEOID03
 PY0537  DYNAMIC HT  -        1819.190 (meters)    5968.46  (feet)  COMP
 PY0537  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 PY0537
 PY0537  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0537
 PY0537.The horizontal coordinates were scaled from a topographic map and have
 PY0537.an estimated accuracy of +/- 6 seconds.
 PY0537
 PY0537.The orthometric height was determined by differential leveling
 PY0537.and adjusted by the National Geodetic Survey in 1992..
 PY0537.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0537.rate of 0.0 thru 1.0 mm/km.
 PY0537
 PY0537.The geoid height was determined by GEOID03.
 PY0537
 PY0537.The dynamic height is computed by dividing the NAVD 88
 PY0537.geopotential number by the normal gravity value computed on the
 PY0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0537.degrees latitude (g = 980.6199 gals.).
 PY0537
 PY0537.The modeled gravity was interpolated from observed gravity values.
 PY0537
 PY0537;                    North         East    Units  Estimated Accuracy
 PY0537;SPC ID E     -   282,860.      225,400.      MT  (+/- 180 meters Scaled)
 PY0537
 PY0537                          SUPERSEDED SURVEY CONTROL
 PY0537
 PY0537  NGVD 29 (??/??/92) 1818.980  (m)         5967.77   (f) ADJ UNCH    1 2
 PY0537
 PY0537.Superseded values are not recommended for survey control.
 PY0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0537.See file dsdata.txt to determine how the superseded data were derived.
 PY0537
 PY0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP321958(NAD 83)
 PY0537_MARKER: DB = BENCH MARK DISK
 PY0537_SETTING: 66 = SET IN ROCK OUTCROP
 PY0537_SP_SET: LAVA OUTCROP
 PY0537_STAMPING: B 373 1967
 PY0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0537+STABILITY: POSITION/ELEVATION WELL
 PY0537
 PY0537  HISTORY     - Date     Condition        Report By
 PY0537  HISTORY     - 1967     MONUMENTED       CGS
 PY0537
 PY0537                          STATION DESCRIPTION
 PY0537
 PY0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0537'15.35 MI S FROM KILGORE.
 PY0537'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0537'14.55 MILES SOUTH ALONG THE ROAD TO ST ANTHONY, AT THE SUMMIT OF A
 PY0537'HILL, 0.05 MILE SOUTH OF THE JUNCTION OF A TRACK ROAD, IN THE TOP OF A
 PY0537'LAVA OUTCROP PROJECTING ABOUT 1 FOOT, 42 1/2 FEET EAST OF THE CENTER
 PY0537'LINE OF THE ROAD, 1.1 FEET NORTHEAST OF A WITNESS POST, AND ABOUT
 PY0537'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0135 ***********************************************************************
 PZ0135  DESIGNATION -  B 374
 PZ0135  PID         -  PZ0135
 PZ0135  STATE/COUNTY-  ID/CLARK
 PZ0135  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0135
 PZ0135                         *CURRENT SURVEY CONTROL
 PZ0135  ___________________________________________________________________
 PZ0135* NAD 83(1986)-  44 19 05.     (N)    112 11 13.     (W)     SCALED    
 PZ0135* NAVD 88     -      1752.157  (meters)    5748.54   (feet)  ADJUSTED  
 PZ0135  ___________________________________________________________________
 PZ0135  GEOID HEIGHT-         -10.33  (meters)                     GEOID03
 PZ0135  DYNAMIC HT  -        1751.244 (meters)    5745.54  (feet)  COMP
 PZ0135  MODELED GRAV-     980,034.8   (mgal)                       NAVD 88
 PZ0135
 PZ0135  VERT ORDER  -  FIRST     CLASS II
 PZ0135
 PZ0135.The horizontal coordinates were scaled from a topographic map and have
 PZ0135.an estimated accuracy of +/- 6 seconds.
 PZ0135
 PZ0135.The orthometric height was determined by differential leveling
 PZ0135.and adjusted by the National Geodetic Survey in June 1991..
 PZ0135
 PZ0135.The geoid height was determined by GEOID03.
 PZ0135
 PZ0135.The dynamic height is computed by dividing the NAVD 88
 PZ0135.geopotential number by the normal gravity value computed on the
 PZ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0135.degrees latitude (g = 980.6199 gals.).
 PZ0135
 PZ0135.The modeled gravity was interpolated from observed gravity values.
 PZ0135
 PZ0135;                    North         East    Units  Estimated Accuracy
 PZ0135;SPC ID E     -   294,530.      198,380.      MT  (+/- 180 meters Scaled)
 PZ0135
 PZ0135                          SUPERSEDED SURVEY CONTROL
 PZ0135
 PZ0135  NGVD 29 (??/??/92) 1750.956  (m)         5744.59   (f) ADJ UNCH    1 2
 PZ0135
 PZ0135.Superseded values are not recommended for survey control.
 PZ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0135.See file dsdata.txt to determine how the superseded data were derived.
 PZ0135
 PZ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ053078(NAD 83)
 PZ0135_MARKER: DB = BENCH MARK DISK
 PZ0135_SETTING: 80 = SET IN A BOULDER
 PZ0135_SP_SET: BOULDER
 PZ0135_STAMPING: B 374 1967
 PZ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0135+STABILITY: SURFACE MOTION
 PZ0135
 PZ0135  HISTORY     - Date     Condition        Report By
 PZ0135  HISTORY     - 1967     MONUMENTED       CGS
 PZ0135
 PZ0135                          STATION DESCRIPTION
 PZ0135
 PZ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PZ0135'3.05 MI S FROM SPENCER.
 PZ0135'3.05 MILES SOUTH ALONG U.S. HIGHWAY 91 AND INTERSTATE HIGHWAY 15 FROM
 PZ0135'THE SCHOOL AT SPENCER, AT A CUT AND A LAVA ROCK BED, IN THE TOP OF A
 PZ0135'LAVA BOULDER WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 81 FEET
 PZ0135'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANES OF THE HIGHWAY, 8
 PZ0135'1/2 POLES NORTHEAST OF RAILROAD MILEPOLE 245, 17.4 FEET NORTHWEST OF A
 PZ0135'FENCE, 5.6 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 5 FEET HIGHER
 PZ0135'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0068 ***********************************************************************
 NU0068  DESIGNATION -  B 375
 NU0068  PID         -  NU0068
 NU0068  STATE/COUNTY-  ID/BANNOCK
 NU0068  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0068
 NU0068                         *CURRENT SURVEY CONTROL
 NU0068  ___________________________________________________________________
 NU0068* NAD 83(1986)-  42 56 59.     (N)    112 27 37.     (W)     SCALED    
 NU0068* NAVD 88     -      1360.533  (meters)    4463.68   (feet)  ADJUSTED  
 NU0068  ___________________________________________________________________
 NU0068  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 NU0068  DYNAMIC HT  -        1359.767 (meters)    4461.17  (feet)  COMP
 NU0068  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 NU0068
 NU0068  VERT ORDER  -  FIRST     CLASS I
 NU0068
 NU0068.The horizontal coordinates were scaled from a topographic map and have
 NU0068.an estimated accuracy of +/- 6 seconds.
 NU0068
 NU0068.The orthometric height was determined by differential leveling
 NU0068.and adjusted by the National Geodetic Survey in June 1991..
 NU0068
 NU0068.The geoid height was determined by GEOID03.
 NU0068
 NU0068.The dynamic height is computed by dividing the NAVD 88
 NU0068.geopotential number by the normal gravity value computed on the
 NU0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0068.degrees latitude (g = 980.6199 gals.).
 NU0068
 NU0068.The modeled gravity was interpolated from observed gravity values.
 NU0068
 NU0068;                    North         East    Units  Estimated Accuracy
 NU0068;SPC ID E     -   142,560.      176,040.      MT  (+/- 180 meters Scaled)
 NU0068
 NU0068                          SUPERSEDED SURVEY CONTROL
 NU0068
 NU0068  NGVD 29 (08/20/92) 1359.487  (m)         4460.25   (f) ADJUSTED    1 1
 NU0068
 NU0068.Superseded values are not recommended for survey control.
 NU0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0068.See file dsdata.txt to determine how the superseded data were derived.
 NU0068
 NU0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN808562(NAD 83)
 NU0068_MARKER: DB = BENCH MARK DISK
 NU0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0068_STAMPING: B 375 1967
 NU0068_MARK LOGO: CGS   
 NU0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0068+STABILITY: SURFACE MOTION
 NU0068
 NU0068  HISTORY     - Date     Condition        Report By
 NU0068  HISTORY     - 1967     MONUMENTED       CGS
 NU0068  HISTORY     - 1983     GOOD             NGS
 NU0068
 NU0068                          STATION DESCRIPTION
 NU0068
 NU0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0068'5.7 MI S FROM FORT HALL.
 NU0068'5.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 NU0068'AT FORT HALL, AT THE CROSSING OF TYHEE ROAD, 42.5 FEET EAST OF THE
 NU0068'EAST RAIL, 62.3 FEET EAST AND ACROSS THE TRACK FROM BENCH MARK D 164,
 NU0068'33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET WEST OF THE
 NU0068'SECOND POLE NORTH OF MILEPOLE 140, 27 FEET EAST OF THE CENTER OF THE
 NU0068'EAST END OF CULVERT 140.10, 1.2 FEET SOUTH OF A FENCE, 6 FEET WEST OF
 NU0068'A FENCE JUNCTION, 1.5 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 NU0068'THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 NU0068'DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 13 FEET.  THE UPPER PORTION OF
 NU0068'THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NU0068'GROUND.
 NU0068
 NU0068                          STATION RECOVERY (1983)
 NU0068
 NU0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0272 ***********************************************************************
 NU0272  DESIGNATION -  B 376
 NU0272  PID         -  NU0272
 NU0272  STATE/COUNTY-  ID/BANNOCK
 NU0272  USGS QUAD   -  OXFORD (1968)
 NU0272
 NU0272                         *CURRENT SURVEY CONTROL
 NU0272  ___________________________________________________________________
 NU0272* NAD 83(1986)-  42 20 33.     (N)    112 02 24.     (W)     SCALED    
 NU0272* NAVD 88     -      1459.446  (meters)    4788.20   (feet)  ADJUSTED  
 NU0272  ___________________________________________________________________
 NU0272  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 NU0272  DYNAMIC HT  -        1458.490 (meters)    4785.06  (feet)  COMP
 NU0272  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 NU0272  OBS GRAVITY -     979,916.7   (mgal)                       GRAV_OBS
 NU0272
 NU0272  VERT ORDER  -  FIRST     CLASS I
 NU0272
 NU0272.The horizontal coordinates were scaled from a topographic map and have
 NU0272.an estimated accuracy of +/- 6 seconds.
 NU0272
 NU0272.The orthometric height was determined by differential leveling
 NU0272.and adjusted by the National Geodetic Survey in June 1991..
 NU0272
 NU0272.The geoid height was determined by GEOID03.
 NU0272
 NU0272.The dynamic height is computed by dividing the NAVD 88
 NU0272.geopotential number by the normal gravity value computed on the
 NU0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0272.degrees latitude (g = 980.6199 gals.).
 NU0272
 NU0272.The modeled gravity was interpolated from observed gravity values.
 NU0272.The observed gravity was obtained from relative gravimeter ties
 NU0272.to the IGSN71 gravity network.
 NU0272
 NU0272;                    North         East    Units  Estimated Accuracy
 NU0272;SPC ID E     -    75,070.      210,440.      MT  (+/- 180 meters Scaled)
 NU0272
 NU0272                          SUPERSEDED SURVEY CONTROL
 NU0272
 NU0272  NGVD 29 (??/??/92) 1458.386  (m)         4784.72   (f) ADJ UNCH    1 1
 NU0272
 NU0272.Superseded values are not recommended for survey control.
 NU0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0272.See file dsdata.txt to determine how the superseded data were derived.
 NU0272
 NU0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM143883(NAD 83)
 NU0272_MARKER: DB = BENCH MARK DISK
 NU0272_SETTING: 66 = SET IN ROCK OUTCROP
 NU0272_SP_SET: ROCK CUT
 NU0272_STAMPING: B 376 1967
 NU0272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0272+STABILITY: POSITION/ELEVATION WELL
 NU0272
 NU0272  HISTORY     - Date     Condition        Report By
 NU0272  HISTORY     - 1967     MONUMENTED       CGS
 NU0272
 NU0272                          STATION DESCRIPTION
 NU0272
 NU0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0272'2.55 MI NW FROM SWAN LAKE.
 NU0272'2.55 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU0272'CROSSING OF A COUNTY ROAD AT SWAN LAKE, 8 1/2 POLES NORTHWEST OF
 NU0272'MILEPOLE 87, 1/2 POLE SOUTHEAST AND ACROSS THE TRACK FROM MILEPOLE
 NU0272'87.25, AT A ROCK CUT, IN THE TOP OF A LEDGE OF AN OUTCROP WHICH
 NU0272'PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 29.0 FEET NORTHEAST OF THE
 NU0272'NORTHEAST RAIL, 27 1/2 FEET SOUTH OF A TELEPHONE POLE, 9.6 FEET
 NU0272'NORTHEAST OF A WITNESS POST, AND ABOUT 11 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0407 ***********************************************************************
 NT0407  DESIGNATION -  B 377
 NT0407  PID         -  NT0407
 NT0407  STATE/COUNTY-  ID/FRANKLIN
 NT0407  USGS QUAD   -  WESTON (1969)
 NT0407
 NT0407                         *CURRENT SURVEY CONTROL
 NT0407  ___________________________________________________________________
 NT0407* NAD 83(1986)-  42 05 19.     (N)    111 59 56.     (W)     SCALED    
 NT0407* NAVD 88     -      1457.196  (meters)    4780.82   (feet)  ADJUSTED  
 NT0407  ___________________________________________________________________
 NT0407  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 NT0407  DYNAMIC HT  -        1456.204 (meters)    4777.56  (feet)  COMP
 NT0407  MODELED GRAV-     979,890.1   (mgal)                       NAVD 88
 NT0407
 NT0407  VERT ORDER  -  FIRST     CLASS I
 NT0407
 NT0407.The horizontal coordinates were scaled from a topographic map and have
 NT0407.an estimated accuracy of +/- 6 seconds.
 NT0407
 NT0407.The orthometric height was determined by differential leveling
 NT0407.and adjusted by the National Geodetic Survey in June 1991..
 NT0407
 NT0407.The geoid height was determined by GEOID03.
 NT0407
 NT0407.The dynamic height is computed by dividing the NAVD 88
 NT0407.geopotential number by the normal gravity value computed on the
 NT0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0407.degrees latitude (g = 980.6199 gals.).
 NT0407
 NT0407.The modeled gravity was interpolated from observed gravity values.
 NT0407
 NT0407;                    North         East    Units  Estimated Accuracy
 NT0407;SPC ID E     -    46,880.      213,880.      MT  (+/- 180 meters Scaled)
 NT0407
 NT0407                          SUPERSEDED SURVEY CONTROL
 NT0407
 NT0407  NGVD 29 (??/??/92) 1456.145  (m)         4777.37   (f) ADJ UNCH    1 1
 NT0407
 NT0407.Superseded values are not recommended for survey control.
 NT0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0407.See file dsdata.txt to determine how the superseded data were derived.
 NT0407
 NT0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM173600(NAD 83)
 NT0407_MARKER: DB = BENCH MARK DISK
 NT0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0407_STAMPING: B 377 1967
 NT0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0407+STABILITY: SURFACE MOTION
 NT0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0407+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 NT0407
 NT0407  HISTORY     - Date     Condition        Report By
 NT0407  HISTORY     - 1967     MONUMENTED       CGS
 NT0407  HISTORY     - 20060404 GOOD             IDTD
 NT0407
 NT0407                          STATION DESCRIPTION
 NT0407
 NT0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NT0407'1.55 MI S FROM DAYTON.
 NT0407'1.55 MILES SOUTH ALONG THE ROAD TO WESTON FROM WEST SIDE HIGH SCHOOL
 NT0407'AT DAYTON, 0.15 MILE SOUTH OF THE JUNCTION OF A DRIVEWAY WEST TO A
 NT0407'HOUSE, AT THE JUNCTION OF A FIELD ENTRANCE ROAD EAST, 46 FEET EAST OF
 NT0407'THE CENTER LINE OF THE ROAD, 16 1/2 FEET SOUTH OF THE CENTER LINE OF
 NT0407'THE ROAD EAST, 37 1/2 FEET SOUTH OF THE T JUNCTION OF FENCES, 9 1/2
 NT0407'FEET SOUTH OF THE SOUTH END OF A GATE, 2.4 FEET WEST OF A FENCE, 1.0
 NT0407'FOOT NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, A
 NT0407'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL
 NT0407'REFUSAL AT A DEPTH OF 16 FEET.  THE UPPER PORTION OF THE ROD IS
 NT0407'ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NT0407
 NT0407                          STATION RECOVERY (2006)
 NT0407
 NT0407'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 NT0407'1.55 MILES SOUTH ALONG STATE HIGHWAY 36 WEST SIDE HIGH SCHOOL IN
 NT0407'DAYTON,
 NT0407'THE STEEL WITNESS POST HAS BEEN DESTROYED.  THE CONCRETE BASE IS LYING
 NT0407'UNDER THE FENCE AND THE SIGN AND UPPER PORTION OF THE POST ARE LAYING
 NT0407'AGAINST THE FENCE.  ADDED AN ORANGE POST WITH IDAHO TRANSPORTATION
 NT0407'DEPARTMENT SIGN TWO FEET (2') EAST OF MARK.
 NT0407'THE CONCRETE POST PROJECT 0.4 FEET ABOVE THE MARK, THE MARK IS IN A
 NT0407'HOLE IN THE CONCRETE.
 NT0407' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0203 ***********************************************************************
 PZ0203  DESIGNATION -  B 38
 PZ0203  PID         -  PZ0203
 PZ0203  STATE/COUNTY-  ID/CLARK
 PZ0203  USGS QUAD   -  BLUE DOME (1969)
 PZ0203
 PZ0203                         *CURRENT SURVEY CONTROL
 PZ0203  ___________________________________________________________________
 PZ0203* NAD 83(1986)-  44 12 40.     (N)    112 57 19.     (W)     SCALED    
 PZ0203* NAVD 88     -      1923.805  (meters)    6311.68   (feet)  ADJUSTED  
 PZ0203  ___________________________________________________________________
 PZ0203  GEOID HEIGHT-         -10.58  (meters)                     GEOID03
 PZ0203  DYNAMIC HT  -        1922.662 (meters)    6307.93  (feet)  COMP
 PZ0203  MODELED GRAV-     979,956.1   (mgal)                       NAVD 88
 PZ0203
 PZ0203  VERT ORDER  -  SECOND    CLASS 0
 PZ0203
 PZ0203.The horizontal coordinates were scaled from a topographic map and have
 PZ0203.an estimated accuracy of +/- 6 seconds.
 PZ0203
 PZ0203.The orthometric height was determined by differential leveling
 PZ0203.and adjusted by the National Geodetic Survey in June 1991..
 PZ0203
 PZ0203.The geoid height was determined by GEOID03.
 PZ0203
 PZ0203.The dynamic height is computed by dividing the NAVD 88
 PZ0203.geopotential number by the normal gravity value computed on the
 PZ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0203.degrees latitude (g = 980.6199 gals.).
 PZ0203
 PZ0203.The modeled gravity was interpolated from observed gravity values.
 PZ0203
 PZ0203;                    North         East    Units  Estimated Accuracy
 PZ0203;SPC ID E     -   282,950.      136,980.      MT  (+/- 180 meters Scaled)
 PZ0203
 PZ0203                          SUPERSEDED SURVEY CONTROL
 PZ0203
 PZ0203  NGVD 29 (??/??/92) 1922.461  (m)         6307.27   (f) ADJ UNCH    2 0
 PZ0203
 PZ0203.Superseded values are not recommended for survey control.
 PZ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0203.See file dsdata.txt to determine how the superseded data were derived.
 PZ0203
 PZ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP437971(NAD 83)
 PZ0203_MARKER: DB = BENCH MARK DISK
 PZ0203_SETTING: 80 = SET IN A BOULDER
 PZ0203_SP_SET: BOULDER
 PZ0203_STAMPING: B 38 1934
 PZ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0203+STABILITY: SURFACE MOTION
 PZ0203
 PZ0203  HISTORY     - Date     Condition        Report By
 PZ0203  HISTORY     - 1934     MONUMENTED       CGS
 PZ0203  HISTORY     - 1969     GOOD             USGS
 PZ0203
 PZ0203                          STATION DESCRIPTION
 PZ0203
 PZ0203'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 PZ0203'4.4 MI NW FROM KAUFMAN.
 PZ0203'TO REACH FROM LONE PINE, WHICH IS 17.55 MILES ALONG STATE HIGHWAY 28
 PZ0203'FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 28, GO NW ALONG THE HIGHWAY
 PZ0203'FOR 2.1 MILES.  TURN RIGHT AND GO NE FOR 0.25 MILE TO THE FOOT OF A
 PZ0203'HILL.  THE BM IS 150 SE OF A LARGE, LONE BOULDER, 37 FEET NE OF AN OLD
 PZ0203'ROAD, AND IN THE TOP OF A BOULDER WHICH PROJECTS 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0640 ***********************************************************************
 TO0640  DESIGNATION -  B 381
 TO0640  PID         -  TO0640
 TO0640  STATE/COUNTY-  ID/BOUNDARY
 TO0640  USGS QUAD   -  CURLEY CREEK (1983)
 TO0640
 TO0640                         *CURRENT SURVEY CONTROL
 TO0640  ___________________________________________________________________
 TO0640* NAD 83(1986)-  48 38 33.     (N)    116 03 26.     (W)     SCALED    
 TO0640* NAVD 88     -       692.250  (meters)    2271.16   (feet)  ADJUSTED  
 TO0640  ___________________________________________________________________
 TO0640  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 TO0640  DYNAMIC HT  -         692.311 (meters)    2271.36  (feet)  COMP
 TO0640  MODELED GRAV-     980,677.5   (mgal)                       NAVD 88
 TO0640
 TO0640  VERT ORDER  -  FIRST     CLASS II
 TO0640
 TO0640.The horizontal coordinates were scaled from a topographic map and have
 TO0640.an estimated accuracy of +/- 6 seconds.
 TO0640
 TO0640.The orthometric height was determined by differential leveling
 TO0640.and adjusted by the National Geodetic Survey in June 1991..
 TO0640
 TO0640.The geoid height was determined by GEOID03.
 TO0640
 TO0640.The dynamic height is computed by dividing the NAVD 88
 TO0640.geopotential number by the normal gravity value computed on the
 TO0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0640.degrees latitude (g = 980.6199 gals.).
 TO0640
 TO0640.The modeled gravity was interpolated from observed gravity values.
 TO0640
 TO0640;                    North         East    Units  Estimated Accuracy
 TO0640;SPC ID W     -   775,250.      777,360.      MT  (+/- 180 meters Scaled)
 TO0640
 TO0640                          SUPERSEDED SURVEY CONTROL
 TO0640
 TO0640.No superseded survey control is available for this station.
 TO0640
 TO0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP694881(NAD 83)
 TO0640_MARKER: DK = GRAVITY REFERENCE MARK DISK
 TO0640_SETTING: 66 = SET IN ROCK OUTCROP
 TO0640_SP_SET: ROCK OUTCROP
 TO0640_STAMPING: B 381 1980
 TO0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0640+STABILITY: POSITION/ELEVATION WELL
 TO0640
 TO0640  HISTORY     - Date     Condition        Report By
 TO0640  HISTORY     - 1980     MONUMENTED       NGS
 TO0640
 TO0640                          STATION DESCRIPTION
 TO0640
 TO0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0640'29.0 KM SE FROM BONNERS FERRY.
 TO0640'4.7 KILOMETERS (2.9 MILES) NORTH ALONG US HIGHWAYS 2 AND 95 FROM THE
 TO0640'POST OFFICE IN BONNERS FERRY, THENCE 24.3 KILOMETERS (15.0 MILES)
 TO0640'SOUTHEAST ALONG US HIGHWAY 2 , DIRECTLY ACROSS THE HIGHWAY FROM THE
 TO0640'NORTHWEST END OF A TURN OUT, SET IN TOP OF A NARROW LEDGE 7.0 METERS
 TO0640'(23.0 FEET) SOUTHEAST OF THE NORTHWEST END OF A LARGE BEDROCK
 TO0640'HIGHWAY CUT, 11.0 METERS (26.0 FEET) SOUTHEAST OF THE EXTENDED
 TO0640'CENTERLINE OF A GRAVEL ROAD LEADING SOUTHWEST, 9.5 METERS (31.0
 TO0640'FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.2 METER (0.6
 TO0640'FEET) NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE.
 TO0640'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 TO0640'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0608 ***********************************************************************
 TO0608  DESIGNATION -  B 382
 TO0608  PID         -  TO0608
 TO0608  STATE/COUNTY-  ID/BOUNDARY
 TO0608  USGS QUAD   -  RITZ (1996)
 TO0608
 TO0608                         *CURRENT SURVEY CONTROL
 TO0608  ___________________________________________________________________
 TO0608* NAD 83(1986)-  48 45 59.     (N)    116 17 31.     (W)     SCALED    
 TO0608* NAVD 88     -       715.662  (meters)    2347.97   (feet)  ADJUSTED  
 TO0608  ___________________________________________________________________
 TO0608  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 TO0608  DYNAMIC HT  -         715.733 (meters)    2348.20  (feet)  COMP
 TO0608  MODELED GRAV-     980,686.4   (mgal)                       NAVD 88
 TO0608
 TO0608  VERT ORDER  -  FIRST     CLASS II
 TO0608
 TO0608.The horizontal coordinates were scaled from a topographic map and have
 TO0608.an estimated accuracy of +/- 6 seconds.
 TO0608
 TO0608.The orthometric height was determined by differential leveling
 TO0608.and adjusted by the National Geodetic Survey in June 1991..
 TO0608
 TO0608.The geoid height was determined by GEOID03.
 TO0608
 TO0608.The dynamic height is computed by dividing the NAVD 88
 TO0608.geopotential number by the normal gravity value computed on the
 TO0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0608.degrees latitude (g = 980.6199 gals.).
 TO0608
 TO0608.The modeled gravity was interpolated from observed gravity values.
 TO0608
 TO0608;                    North         East    Units  Estimated Accuracy
 TO0608;SPC ID W     -   789,120.      760,160.      MT  (+/- 180 meters Scaled)
 TO0608
 TO0608                          SUPERSEDED SURVEY CONTROL
 TO0608
 TO0608.No superseded survey control is available for this station.
 TO0608
 TO0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ520017(NAD 83)
 TO0608_MARKER: I = METAL ROD
 TO0608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0608_SP_SET: STAINLESS STEEL ROD
 TO0608_STAMPING: B 382 1980
 TO0608_MARK LOGO: NGS   
 TO0608_PROJECTION: FLUSH
 TO0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0608_ROD/PIPE-DEPTH: 6.0  meters
 TO0608
 TO0608  HISTORY     - Date     Condition        Report By
 TO0608  HISTORY     - 1980     MONUMENTED       NGS
 TO0608
 TO0608                          STATION DESCRIPTION
 TO0608
 TO0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0608'8.8 KM NORTH FROM BONNERS FERRY.
 TO0608'8.8 KILOMETERS (5.45 MILES) NORTH ALONG U.S. HIGHWAY 95 FROM THE POST
 TO0608'OFFICE IN BONNERS FERRY, 0.1 KILOMETER (0.05 MILE) SOUTH OF HIGHWAY
 TO0608'MILEPOST 513, IN LINE WITH A ROW OF POWER LINE POLES, 11.O METERS
 TO0608'(36.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.0 METERS
 TO0608'(29.5 FEET) NORTHEAST OF THE NORTHEAST EDGE OF A HOP FIELD, 2.9
 TO0608'METERS (9.5 FEET) SOUTHEAST OF POWER LINE POLE NUMBER B719.
 TO0608'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 TO0608'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0527 ***********************************************************************
 TO0527  DESIGNATION -  B 383
 TO0527  PID         -  TO0527
 TO0527  STATE/COUNTY-  ID/BOUNDARY
 TO0527  USGS QUAD   -  BONNERS FERRY (1996)
 TO0527
 TO0527                         *CURRENT SURVEY CONTROL
 TO0527  ___________________________________________________________________
 TO0527* NAD 83(1986)-  48 39 12.     (N)    116 20 42.     (W)     SCALED    
 TO0527* NAVD 88     -       576.773  (meters)    1892.30   (feet)  ADJUSTED  
 TO0527  ___________________________________________________________________
 TO0527  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TO0527  DYNAMIC HT  -         576.829 (meters)    1892.48  (feet)  COMP
 TO0527  MODELED GRAV-     980,690.5   (mgal)                       NAVD 88
 TO0527
 TO0527  VERT ORDER  -  FIRST     CLASS II
 TO0527
 TO0527.The horizontal coordinates were scaled from a topographic map and have
 TO0527.an estimated accuracy of +/- 6 seconds.
 TO0527
 TO0527.The orthometric height was determined by differential leveling
 TO0527.and adjusted by the National Geodetic Survey in June 1991..
 TO0527
 TO0527.The geoid height was determined by GEOID03.
 TO0527
 TO0527.The dynamic height is computed by dividing the NAVD 88
 TO0527.geopotential number by the normal gravity value computed on the
 TO0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0527.degrees latitude (g = 980.6199 gals.).
 TO0527
 TO0527.The modeled gravity was interpolated from observed gravity values.
 TO0527
 TO0527;                    North         East    Units  Estimated Accuracy
 TO0527;SPC ID W     -   776,580.      756,160.      MT  (+/- 180 meters Scaled)
 TO0527
 TO0527                          SUPERSEDED SURVEY CONTROL
 TO0527
 TO0527.No superseded survey control is available for this station.
 TO0527
 TO0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP482891(NAD 83)
 TO0527_MARKER: I = METAL ROD
 TO0527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0527_SP_SET: STAINLESS STEEL ROD
 TO0527_STAMPING: B 383 1980
 TO0527_PROJECTION: FLUSH
 TO0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0527_ROD/PIPE-DEPTH: 8.0  meters
 TO0527
 TO0527  HISTORY     - Date     Condition        Report By
 TO0527  HISTORY     - 1980     MONUMENTED       NGS
 TO0527
 TO0527                          STATION DESCRIPTION
 TO0527
 TO0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0527'6.0 KM SOUTH FROM BONNERS FERRY.
 TO0527'6.0 KILOMETERS (3.7 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0527'POST OFFICE IN BONNERS FERRY, AT A HIGHWAY TURNOUT FRO A GEOLOGICAL
 TO0527'SITE ON A SIDE HILL OVERLOOKING MIRROR LAKE GOLF COURSE, 29.1 METERS
 TO0527'(95.5 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 15.0 METERS (49.2
 TO0527'FEET) NORTHWEST OF THE NORTH POST FOR A SIGN DESCRIBING THE GEOLOGICAL
 TO0527'SITE, 2.0 METERS (6.5 FEET) EAST OF A SIGN READING -MIRROR LAKE
 TO0527'GOLF COURSE-, 0.5 METER (1.5 FEET) EAST OF A BARBED WIRE FENCE LINE.
 TO0527'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 TO0527'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0558 ***********************************************************************
 TO0558  DESIGNATION -  B 384
 TO0558  PID         -  TO0558
 TO0558  STATE/COUNTY-  ID/BONNER
 TO0558  USGS QUAD   -  SANDPOINT (1996)
 TO0558
 TO0558                         *CURRENT SURVEY CONTROL
 TO0558  ___________________________________________________________________
 TO0558* NAD 83(1986)-  48 18 10.     (N)    116 32 35.     (W)     SCALED    
 TO0558* NAVD 88     -       647.721  (meters)    2125.06   (feet)  ADJUSTED  
 TO0558  ___________________________________________________________________
 TO0558  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TO0558  DYNAMIC HT  -         647.771 (meters)    2125.23  (feet)  COMP
 TO0558  MODELED GRAV-     980,669.3   (mgal)                       NAVD 88
 TO0558
 TO0558  VERT ORDER  -  FIRST     CLASS II
 TO0558
 TO0558.The horizontal coordinates were scaled from a topographic map and have
 TO0558.an estimated accuracy of +/- 6 seconds.
 TO0558
 TO0558.The orthometric height was determined by differential leveling
 TO0558.and adjusted by the National Geodetic Survey in June 1991..
 TO0558
 TO0558.The geoid height was determined by GEOID03.
 TO0558
 TO0558.The dynamic height is computed by dividing the NAVD 88
 TO0558.geopotential number by the normal gravity value computed on the
 TO0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0558.degrees latitude (g = 980.6199 gals.).
 TO0558
 TO0558.The modeled gravity was interpolated from observed gravity values.
 TO0558
 TO0558;                    North         East    Units  Estimated Accuracy
 TO0558;SPC ID W     -   737,740.      741,170.      MT  (+/- 180 meters Scaled)
 TO0558
 TO0558                          SUPERSEDED SURVEY CONTROL
 TO0558
 TO0558.No superseded survey control is available for this station.
 TO0558
 TO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP338500(NAD 83)
 TO0558_MARKER: I = METAL ROD
 TO0558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0558_SP_SET: STAINLESS STEEL ROD
 TO0558_STAMPING: B 384 1980
 TO0558_PROJECTION: FLUSH
 TO0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0558_ROD/PIPE-DEPTH: 7.5  meters
 TO0558
 TO0558  HISTORY     - Date     Condition        Report By
 TO0558  HISTORY     - 1980     MONUMENTED       NGS
 TO0558
 TO0558                          STATION DESCRIPTION
 TO0558
 TO0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0558'3.2 KM NORTH FROM SANDPOINT.
 TO0558'3.2 KILOMETERS (2.0 MILES) NORTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0558'SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, 43.9 METERS (144
 TO0558'FEET) SOUTH OF THE CENTERLINE OF A PAVED ROAD LEADING EAST, 22.9
 TO0558'METERS (75.0 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 3.7 METERS
 TO0558'(12.0 FEET) NORTHWEST OF T JUNCTION POWER LINE POLE NUMBER 2 13,
 TO0558'3.0 METERS (10.0 FEET) NORTH OF A SOUTHWEST CORNER FENCE POST, 0.5
 TO0558'METER (1.5 FEET) WEST OF A BARBED WIRE FENCE LINE.
 TO0558'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 TO0558'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0534 ***********************************************************************
 TO0534  DESIGNATION -  B 385
 TO0534  PID         -  TO0534
 TO0534  STATE/COUNTY-  ID/BOUNDARY
 TO0534  USGS QUAD   -  NAPLES (1996)
 TO0534
 TO0534                         *CURRENT SURVEY CONTROL
 TO0534  ___________________________________________________________________
 TO0534* NAD 83(1986)-  48 33 45.     (N)    116 23 47.     (W)     SCALED    
 TO0534* NAVD 88     -       638.068  (meters)    2093.39   (feet)  ADJUSTED  
 TO0534  ___________________________________________________________________
 TO0534  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TO0534  DYNAMIC HT  -         638.117 (meters)    2093.56  (feet)  COMP
 TO0534  MODELED GRAV-     980,668.7   (mgal)                       NAVD 88
 TO0534
 TO0534  VERT ORDER  -  FIRST     CLASS II
 TO0534
 TO0534.The horizontal coordinates were scaled from a topographic map and have
 TO0534.an estimated accuracy of +/- 6 seconds.
 TO0534
 TO0534.The orthometric height was determined by differential leveling
 TO0534.and adjusted by the National Geodetic Survey in June 1991..
 TO0534
 TO0534.The geoid height was determined by GEOID03.
 TO0534
 TO0534.The dynamic height is computed by dividing the NAVD 88
 TO0534.geopotential number by the normal gravity value computed on the
 TO0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0534.degrees latitude (g = 980.6199 gals.).
 TO0534
 TO0534.The modeled gravity was interpolated from observed gravity values.
 TO0534
 TO0534;                    North         East    Units  Estimated Accuracy
 TO0534;SPC ID W     -   766,510.      752,290.      MT  (+/- 180 meters Scaled)
 TO0534
 TO0534                          SUPERSEDED SURVEY CONTROL
 TO0534
 TO0534.No superseded survey control is available for this station.
 TO0534
 TO0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP445789(NAD 83)
 TO0534_MARKER: I = METAL ROD
 TO0534_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TO0534_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TO0534_STAMPING: B 385
 TO0534_PROJECTION: FLUSH
 TO0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0534+STABILITY: POSITION/ELEVATION WELL
 TO0534_ROD/PIPE-DEPTH: 10.0 meters
 TO0534_SLEEVE-DEPTH  : 9.0 meters
 TO0534
 TO0534  HISTORY     - Date     Condition        Report By
 TO0534  HISTORY     - 1980     MONUMENTED       NGS
 TO0534
 TO0534                          STATION DESCRIPTION
 TO0534
 TO0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0534'17.6 KM SOUTH FROM BONNERS FERRY.
 TO0534'17.6 KILOMETERS (10.85 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM
 TO0534'THE POST OFFICE IN BONNERS FERRY, 0.4 KILOMETER (0.25 MILE) SOUTH OF
 TO0534'HIGHWAY MILEPOST 497, AT THE Y JUNCTION OF COUNTY ROAD 2 (OLD US
 TO0534'HIGHWAY 2), 23.8 METERS (78.0 FEET) NORTHWEST OF THE CENTERLINE OF
 TO0534'THE HIGHWAY, 22.0 METERS (72.0 FEET) SOUTHEAST OF THE CENTERLINE OF
 TO0534'THE COUNTY ROAD, 1.2 METERS (4.0 FEET) WEST OF A UNDERGROUND CABLE
 TO0534'BOX.
 TO0534'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 TO0534'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0686 ***********************************************************************
 TO0686  DESIGNATION -  B 386
 TO0686  PID         -  TO0686
 TO0686  STATE/COUNTY-  ID/BONNER
 TO0686  USGS QUAD   -  LACLEDE (1996)
 TO0686
 TO0686                         *CURRENT SURVEY CONTROL
 TO0686  ___________________________________________________________________
 TO0686* NAD 83(1986)-  48 09 08.     (N)    116 50 46.     (W)     SCALED    
 TO0686* NAVD 88     -       635.107  (meters)    2083.68   (feet)  ADJUSTED  
 TO0686  ___________________________________________________________________
 TO0686  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TO0686  DYNAMIC HT  -         635.166 (meters)    2083.87  (feet)  COMP
 TO0686  MODELED GRAV-     980,685.2   (mgal)                       NAVD 88
 TO0686
 TO0686  VERT ORDER  -  FIRST     CLASS II
 TO0686
 TO0686.The horizontal coordinates were scaled from a topographic map and have
 TO0686.an estimated accuracy of +/- 6 seconds.
 TO0686
 TO0686.The orthometric height was determined by differential leveling
 TO0686.and adjusted by the National Geodetic Survey in June 1991..
 TO0686
 TO0686.The geoid height was determined by GEOID03.
 TO0686
 TO0686.The dynamic height is computed by dividing the NAVD 88
 TO0686.geopotential number by the normal gravity value computed on the
 TO0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0686.degrees latitude (g = 980.6199 gals.).
 TO0686
 TO0686.The modeled gravity was interpolated from observed gravity values.
 TO0686
 TO0686;                    North         East    Units  Estimated Accuracy
 TO0686;SPC ID W     -   721,270.      718,450.      MT  (+/- 180 meters Scaled)
 TO0686
 TO0686                          SUPERSEDED SURVEY CONTROL
 TO0686
 TO0686.No superseded survey control is available for this station.
 TO0686
 TO0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP114332(NAD 83)
 TO0686_MARKER: I = METAL ROD
 TO0686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0686_SP_SET: STAINLESS STEEL ROD
 TO0686_STAMPING: B 386 1980
 TO0686_PROJECTION: FLUSH
 TO0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0686_ROD/PIPE-DEPTH: 10.7 meters
 TO0686
 TO0686  HISTORY     - Date     Condition        Report By
 TO0686  HISTORY     - 1980     MONUMENTED       NGS
 TO0686
 TO0686                          STATION DESCRIPTION
 TO0686
 TO0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0686'6.6 KM SE FROM PRIEST RIVER.
 TO0686'6.6 KILOMETERS (4.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE
 TO0686'JUNIOR HIGHSCHOOL IN PRIEST RIVER, 0.2 KILOMETER (0.1 MILE) NORTHWEST
 TO0686'OF HIGHWAY MILEPOST 10, IN LINE WITH A ROW OF TELEGRAPH POLES, 38.1
 TO0686'METERS (125 FEET) SOUTHEAST OF THE CENTERLINE OF THAMA ROAD WHERE
 TO0686'IT CROSSES THE SPOKANE INTERNATIONAL RAILWAY TRACKS, 25.6 METERS
 TO0686'(84.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.9 METERS
 TO0686'(39.0 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 2.2 METERS
 TO0686'(7.4 FEET) SOUTHEAST OF A TELEGRAPH POLE WITH TWO GUY WIRES.
 TO0686'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TO0686'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0596 ***********************************************************************
 TO0596  DESIGNATION -  B 387
 TO0596  PID         -  TO0596
 TO0596  STATE/COUNTY-  ID/BONNER
 TO0596  USGS QUAD   -  TROUT PEAK (1989)
 TO0596
 TO0596                         *CURRENT SURVEY CONTROL
 TO0596  ___________________________________________________________________
 TO0596* NAD 83(1986)-  48 19 17.     (N)    116 22 33.     (W)     SCALED    
 TO0596* NAVD 88     -       638.508  (meters)    2094.84   (feet)  ADJUSTED  
 TO0596  ___________________________________________________________________
 TO0596  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TO0596  DYNAMIC HT  -         638.553 (meters)    2094.99  (feet)  COMP
 TO0596  MODELED GRAV-     980,662.2   (mgal)                       NAVD 88
 TO0596
 TO0596  VERT ORDER  -  FIRST     CLASS II
 TO0596
 TO0596.The horizontal coordinates were scaled from a topographic map and have
 TO0596.an estimated accuracy of +/- 6 seconds.
 TO0596
 TO0596.The orthometric height was determined by differential leveling
 TO0596.and adjusted by the National Geodetic Survey in June 1991..
 TO0596
 TO0596.The geoid height was determined by GEOID03.
 TO0596
 TO0596.The dynamic height is computed by dividing the NAVD 88
 TO0596.geopotential number by the normal gravity value computed on the
 TO0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0596.degrees latitude (g = 980.6199 gals.).
 TO0596
 TO0596.The modeled gravity was interpolated from observed gravity values.
 TO0596
 TO0596;                    North         East    Units  Estimated Accuracy
 TO0596;SPC ID W     -   739,690.      753,590.      MT  (+/- 180 meters Scaled)
 TO0596
 TO0596                          SUPERSEDED SURVEY CONTROL
 TO0596
 TO0596.No superseded survey control is available for this station.
 TO0596
 TO0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP462522(NAD 83)
 TO0596_MARKER: DB = BENCH MARK DISK
 TO0596_SETTING: 66 = SET IN ROCK OUTCROP
 TO0596_SP_SET: ROCK OUTCROP
 TO0596_STAMPING: B 387 1980
 TO0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0596+STABILITY: POSITION/ELEVATION WELL
 TO0596
 TO0596  HISTORY     - Date     Condition        Report By
 TO0596  HISTORY     - 1980     MONUMENTED       NGS
 TO0596
 TO0596                          STATION DESCRIPTION
 TO0596
 TO0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0596'11.1 KM NW FROM EAST HOPE.
 TO0596'11.1 KILOMETERS (6.9 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 TO0596'THE PUBLIC SCHOOL IN EAST HOPE, AT THE Y JUNCTION OF A DIRT ROAD
 TO0596'LEADING SOUTHEAST, 0.25 KILOMETER (0.15 MILE) SOUTHEAST OF HIGHWAY
 TO0596'MILEPOST 39, SET AT THE BASE OF A SLOPING GRANITE OUTCROP ON THE
 TO0596'WEST SLOPE OF A HILL, 41.7 METERS (136 FEET) NORTHEAST OF THE
 TO0596'CENTERLINE OF THE HIGHWAY, 48.2 METERS (158 FEET) SOUTHEAST OF
 TO0596'A 36-INCH DIAMETER TWIN TOPPED PONDEROSA PINE TREE, 14.0 METERS (46.0
 TO0596'FEET) NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD, 12.0 METERS (39.4
 TO0596'FEET) NORTH OF THE NORTH END OF A ROAD CUT, 8.9 METERS (29.2 FEET)
 TO0596'SOUTHEAST OF THE SOUTHEAST ONE OF FOUR 10-INCH DIAMETER BIRCH TREES
 TO0596'3.6 METERS (11.9 FEET) NORTH OF A 6-INCH DIAMETER PONDEROSA PINE
 TO0596'TREE, 3.7 METERS (12.0 FEET) NORTH OF THE SOUTH EDGE OF THE OUTCROP,
 TO0596'1.2 METERS (4.0 FEET) BELOW THE TOP OF THE OUTCROP.
 TO0596'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TO0596'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0802 ***********************************************************************
 RY0802  DESIGNATION -  B 388
 RY0802  PID         -  RY0802
 RY0802  STATE/COUNTY-  ID/IDAHO
 RY0802  USGS QUAD   -  ROCKY POINT (1994)
 RY0802
 RY0802                         *CURRENT SURVEY CONTROL
 RY0802  ___________________________________________________________________
 RY0802* NAD 83(1986)-  46 31 11.     (N)    114 41 20.     (W)     SCALED    
 RY0802* NAVD 88     -      1112.082  (meters)    3648.56   (feet)  ADJUSTED  
 RY0802  ___________________________________________________________________
 RY0802  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 RY0802  DYNAMIC HT  -        1111.820 (meters)    3647.70  (feet)  COMP
 RY0802  MODELED GRAV-     980,342.3   (mgal)                       NAVD 88
 RY0802
 RY0802  VERT ORDER  -  FIRST     CLASS II
 RY0802
 RY0802.The horizontal coordinates were scaled from a topographic map and have
 RY0802.an estimated accuracy of +/- 6 seconds.
 RY0802
 RY0802.The orthometric height was determined by differential leveling
 RY0802.and adjusted by the National Geodetic Survey in June 1991..
 RY0802
 RY0802.The geoid height was determined by GEOID03.
 RY0802
 RY0802.The dynamic height is computed by dividing the NAVD 88
 RY0802.geopotential number by the normal gravity value computed on the
 RY0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0802.degrees latitude (g = 980.6199 gals.).
 RY0802
 RY0802.The modeled gravity was interpolated from observed gravity values.
 RY0802
 RY0802;                    North         East    Units  Estimated Accuracy
 RY0802;SPC ID W     -   539,750.      881,420.      MT  (+/- 180 meters Scaled)
 RY0802
 RY0802                          SUPERSEDED SURVEY CONTROL
 RY0802
 RY0802.No superseded survey control is available for this station.
 RY0802
 RY0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM772543(NAD 83)
 RY0802_MARKER: DB = BENCH MARK DISK
 RY0802_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RY0802_SP_SET: STAINLESS STEEL ROD
 RY0802_STAMPING: B 388 1980
 RY0802_MARK LOGO: NGS   
 RY0802_PROJECTION: FLUSH
 RY0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0802_ROD/PIPE-DEPTH: 4.5  meters
 RY0802
 RY0802  HISTORY     - Date     Condition        Report By
 RY0802  HISTORY     - 1980     MONUMENTED       NGS
 RY0802
 RY0802                          STATION DESCRIPTION
 RY0802
 RY0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0802'3.6 KM (2.25 MI) NE FROM POWELL RANGER STATION.
 RY0802'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0802'RANGER STATION, THENCE 2.6 KILOMETERS (1.65 MILES) NORTHEAST ALONG
 RY0802'U.S. HIGHWAY 12, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF
 RY0802'ELK SUMMIT ROAD (FOREST SERVICE ROAD 360), ON TOP OF A SHORT CUTBANK,
 RY0802'72.9 METERS (239 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.0
 RY0802'METERS (39,5 FEET) EAST OF THE CENTERLINE OF ELK SUMMIT ROAD, 58.2
 RY0802'METERS (191 FEET) NORTHEAST OF THE CENTERLINE OF A TRACK ROAD LEADING
 RY0802'SOUTHEAST, 10.4 METERS (34.0 FEET) NORTHWEST OF THE
 RY0802'WEST CORNER OF AN OLD U.S. MAILBOX FOR THE U.S. FOREST SERVICE
 RY0802'GAGING EQUIPMENT, 8.3 METERS (27.4 FEET) SOUTH OF THE SOUTH EDGE OF
 RY0802'A 60-INCH DIAMETER CEDAR STUMP, 3.5 METERS (11.5 FEET) NORTH OF A
 RY0802'54-INCH DIAMETER CEDAR TREE, 2.4 METERS (7.8 FEET) NORTHEAST OF THE
 RY0802'NORTH LEG OF A U.S. FOREST SERVICE MILEAGE SIGN.
 RY0802'THE MARK IS 045 METERS  S FROM A WITNESS POST.
 RY0802'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0777 ***********************************************************************
 RY0777  DESIGNATION -  B 389
 RY0777  PID         -  RY0777
 RY0777  STATE/COUNTY-  ID/IDAHO
 RY0777  USGS QUAD   -  GREYSTONE BUTTE (1994)
 RY0777
 RY0777                         *CURRENT SURVEY CONTROL
 RY0777  ___________________________________________________________________
 RY0777* NAD 83(1986)-  46 27 12.     (N)    115 03 54.     (W)     SCALED    
 RY0777* NAVD 88     -       858.498  (meters)    2816.59   (feet)  ADJUSTED  
 RY0777  ___________________________________________________________________
 RY0777  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 RY0777  DYNAMIC HT  -         858.335 (meters)    2816.05  (feet)  COMP
 RY0777  MODELED GRAV-     980,397.0   (mgal)                       NAVD 88
 RY0777
 RY0777  VERT ORDER  -  FIRST     CLASS II
 RY0777
 RY0777.The horizontal coordinates were scaled from a topographic map and have
 RY0777.an estimated accuracy of +/- 6 seconds.
 RY0777
 RY0777.The orthometric height was determined by differential leveling
 RY0777.and adjusted by the National Geodetic Survey in June 1991..
 RY0777
 RY0777.The geoid height was determined by GEOID03.
 RY0777
 RY0777.The dynamic height is computed by dividing the NAVD 88
 RY0777.geopotential number by the normal gravity value computed on the
 RY0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0777.degrees latitude (g = 980.6199 gals.).
 RY0777
 RY0777.The modeled gravity was interpolated from observed gravity values.
 RY0777
 RY0777;                    North         East    Units  Estimated Accuracy
 RY0777;SPC ID W     -   532,060.      852,620.      MT  (+/- 180 meters Scaled)
 RY0777
 RY0777                          SUPERSEDED SURVEY CONTROL
 RY0777
 RY0777.No superseded survey control is available for this station.
 RY0777
 RY0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM486462(NAD 83)
 RY0777_MARKER: DB = BENCH MARK DISK
 RY0777_SETTING: 66 = SET IN ROCK OUTCROP
 RY0777_SP_SET: ROCK OUTCROP
 RY0777_STAMPING: B 389 1980
 RY0777_MARK LOGO: NGS   
 RY0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0777+STABILITY: POSITION/ELEVATION WELL
 RY0777
 RY0777  HISTORY     - Date     Condition        Report By
 RY0777  HISTORY     - 1980     MONUMENTED       NGS
 RY0777
 RY0777                          STATION DESCRIPTION
 RY0777
 RY0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0777'31.0 KM (19.3 MI) NE FROM LOCHSA RANGER STATION.
 RY0777'31.0 KILOMETERS (19.3 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0777'THE LOCHSA RANGER STATION, 0.55 KILOMETERS (0.35 MILE) NORTHEAST
 RY0777'OF HIGHWAY MILEPOST 140, 0.3 KILOMETER (0.2 MILE) SOUTHWEST OF
 RY0777'ASHPILE CREEK, SET IN TOP OF A SMALL FLAT SURFACE IN A DARK GRAY
 RY0777'AREA OF GRANITE AT THE NORTHEAST END OF A LOW HIGHWAY CUT, 7.8 METERS
 RY0777'(25.6 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 70.7 METERS
 RY0777'(235 FEET) NORTHEAST ACROSS THE HIGHWAY FROM A TRIPPLE-TOPPED CEDAR
 RY0777'TREE, 33.9 METERS (111 FEET) NORTHEAST OF A 60-CENTIMETER (24-INCH)
 RY0777'DIAMETER DOUGLAS FIR TREE, 32.3 METERS (106 FEET) SOUTHWEST OF THE
 RY0777'NORTHEAST END OF THE CUT.
 RY0777'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RY0777'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0106 ***********************************************************************
 OZ0106  DESIGNATION -  B 39 RESET
 OZ0106  PID         -  OZ0106
 OZ0106  STATE/COUNTY-  ID/BLAINE
 OZ0106  USGS QUAD   -  PICABO (1979)
 OZ0106
 OZ0106                         *CURRENT SURVEY CONTROL
 OZ0106  ___________________________________________________________________
 OZ0106* NAD 83(1986)-  43 17 47.     (N)    114 02 08.     (W)     SCALED    
 OZ0106* NAVD 88     -      1465.00   (+/-2cm)    4806.4    (feet)  VERTCON   
 OZ0106  ___________________________________________________________________
 OZ0106  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 OZ0106
 OZ0106  VERT ORDER  -  THIRD (See Below)
 OZ0106
 OZ0106.The horizontal coordinates were scaled from a topographic map and have
 OZ0106.an estimated accuracy of +/- 6 seconds.
 OZ0106
 OZ0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0106.The vertical order pertains to the NGVD 29 superseded value.
 OZ0106
 OZ0106.The geoid height was determined by GEOID03.
 OZ0106
 OZ0106;                    North         East    Units  Estimated Accuracy
 OZ0106;SPC ID C     -   181,030.      497,120.      MT  (+/- 180 meters Scaled)
 OZ0106
 OZ0106                          SUPERSEDED SURVEY CONTROL
 OZ0106
 OZ0106  NGVD 29 (03/27/06) 1463.97   (m)         4803.0    (f) RESET       3  
 OZ0106
 OZ0106.Superseded values are not recommended for survey control.
 OZ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0106.See file dsdata.txt to determine how the superseded data were derived.
 OZ0106
 OZ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH404979(NAD 83)
 OZ0106_MARKER: DB = BENCH MARK DISK
 OZ0106_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0106_SP_SET: BEDROCK
 OZ0106_STAMPING: B 39 RESET 1977
 OZ0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0106+STABILITY: POSITION/ELEVATION WELL
 OZ0106
 OZ0106  HISTORY     - Date     Condition        Report By
 OZ0106  HISTORY     - 1977     MONUMENTED       NGS
 OZ0106
 OZ0106                          STATION DESCRIPTION
 OZ0106
 OZ0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OZ0106'2 MI E FROM PICABO.
 OZ0106'REACHED FROM THE PICABO POST OFFICE BY GOING EAST ON STATE HIGHWAY 68
 OZ0106'FOR 1.9 MILES TO THE BENCH MARK ON THE RIGHT ON THE OUTSIDE OF A
 OZ0106'CURVE, 0.25 MILE WEST NORTHWEST OF THE BRIDGE OVER SILVER CREEK, 135
 OZ0106'FEET EAST OF THE RAILROAD TRACKS, 71 FEET SOUTHWEST OF THE CENTER OF
 OZ0106'STATE HIGHWAY 68, 41 FEET WEST OF THE CENTER OF A GRAVELED ROAD SOUTH,
 OZ0106'AND 2 FEET EAST OF A ROCK CAIRN, CEMENTED IN A DRILL HOLE IN LAVA
 OZ0106'BEDROCK THAT PROJECTS 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0748 ***********************************************************************
 RY0748  DESIGNATION -  B 390
 RY0748  PID         -  RY0748
 RY0748  STATE/COUNTY-  ID/IDAHO
 RY0748  USGS QUAD   -  LOWELL (1994)
 RY0748
 RY0748                         *CURRENT SURVEY CONTROL
 RY0748  ___________________________________________________________________
 RY0748* NAD 83(1986)-  46 08 06.     (N)    115 37 09.     (W)     SCALED    
 RY0748* NAVD 88     -       447.087  (meters)    1466.82   (feet)  ADJUSTED  
 RY0748  ___________________________________________________________________
 RY0748  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 RY0748  DYNAMIC HT  -         447.033 (meters)    1466.64  (feet)  COMP
 RY0748  MODELED GRAV-     980,481.1   (mgal)                       NAVD 88
 RY0748
 RY0748  VERT ORDER  -  FIRST     CLASS II
 RY0748
 RY0748.The horizontal coordinates were scaled from a topographic map and have
 RY0748.an estimated accuracy of +/- 6 seconds.
 RY0748
 RY0748.The orthometric height was determined by differential leveling
 RY0748.and adjusted by the National Geodetic Survey in June 1991..
 RY0748
 RY0748.The geoid height was determined by GEOID03.
 RY0748
 RY0748.The dynamic height is computed by dividing the NAVD 88
 RY0748.geopotential number by the normal gravity value computed on the
 RY0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0748.degrees latitude (g = 980.6199 gals.).
 RY0748
 RY0748.The modeled gravity was interpolated from observed gravity values.
 RY0748
 RY0748;                    North         East    Units  Estimated Accuracy
 RY0748;SPC ID W     -   496,450.      810,110.      MT  (+/- 180 meters Scaled)
 RY0748
 RY0748                          SUPERSEDED SURVEY CONTROL
 RY0748
 RY0748.No superseded survey control is available for this station.
 RY0748
 RY0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM066099(NAD 83)
 RY0748_MARKER: DB = BENCH MARK DISK
 RY0748_SETTING: 66 = SET IN ROCK OUTCROP
 RY0748_SP_SET: ROCK OUTCROP
 RY0748_STAMPING: B 390 1980
 RY0748_MARK LOGO: NGS   
 RY0748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0748+STABILITY: POSITION/ELEVATION WELL
 RY0748
 RY0748  HISTORY     - Date     Condition        Report By
 RY0748  HISTORY     - 1980     MONUMENTED       NGS
 RY0748
 RY0748                          STATION DESCRIPTION
 RY0748
 RY0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0748'2.1 KM (1.3 MI) SW FROM LOWELL.
 RY0748'2.1 KILOMETERS (1.3 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0748'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.55
 RY0748'KILOMETER (0.35 MILE) SOUTHWEST OF HIGHWAY MILEPOST 96, 0.5 KILOMETER
 RY0748'(0.3 MILE) EAST OF WILD GOOSE CAMPGROUND, SET IN TOP OF A 1 X 1.2
 RY0748'METER (3 X 4 FOOT) SHELF OF SOLID QUARTZ OUTCROP IN A HIGHWAY CUT,
 RY0748'8.7 METERS (28.6 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 92.5
 RY0748'METERS (304 FEET) WEST OF THE PROMINENT EAST EDGE OF ROCK AT THE
 RY0748'WEST END OF THE CUT, 11.0 METERS (36.0 FEET) EAST OF THE TOP CENTER
 RY0748'OF THE NORTH END OF A 60-CENTIMETER (24-INCH) DIAMETER STEEL PIPE
 RY0748'CULVERT UNDER THE HIGHWAY.
 RY0748'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 RY0748'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1395 ***********************************************************************
 RZ1395  DESIGNATION -  B 391
 RZ1395  PID         -  RZ1395
 RZ1395  STATE/COUNTY-  ID/LEWIS
 RZ1395  USGS QUAD   -  WOODLAND (1994)
 RZ1395
 RZ1395                         *CURRENT SURVEY CONTROL
 RZ1395  ___________________________________________________________________
 RZ1395* NAD 83(1986)-  46 15 54.     (N)    116 05 29.     (W)     SCALED    
 RZ1395* NAVD 88     -       352.657  (meters)    1157.01   (feet)  ADJUSTED  
 RZ1395  ___________________________________________________________________
 RZ1395  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 RZ1395  DYNAMIC HT  -         352.633 (meters)    1156.93  (feet)  COMP
 RZ1395  MODELED GRAV-     980,538.8   (mgal)                       NAVD 88
 RZ1395
 RZ1395  VERT ORDER  -  FIRST     CLASS II
 RZ1395
 RZ1395.The horizontal coordinates were scaled from a topographic map and have
 RZ1395.an estimated accuracy of +/- 6 seconds.
 RZ1395
 RZ1395.The orthometric height was determined by differential leveling
 RZ1395.and adjusted by the National Geodetic Survey in June 1991..
 RZ1395
 RZ1395.The geoid height was determined by GEOID03.
 RZ1395
 RZ1395.The dynamic height is computed by dividing the NAVD 88
 RZ1395.geopotential number by the normal gravity value computed on the
 RZ1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1395.degrees latitude (g = 980.6199 gals.).
 RZ1395
 RZ1395.The modeled gravity was interpolated from observed gravity values.
 RZ1395
 RZ1395;                    North         East    Units  Estimated Accuracy
 RZ1395;SPC ID W     -   510,950.      773,680.      MT  (+/- 180 meters Scaled)
 RZ1395
 RZ1395                          SUPERSEDED SURVEY CONTROL
 RZ1395
 RZ1395.No superseded survey control is available for this station.
 RZ1395
 RZ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM700238(NAD 83)
 RZ1395_MARKER: DB = BENCH MARK DISK
 RZ1395_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1395_SP_SET: ROCK OUTCROP
 RZ1395_STAMPING: B 391 1980
 RZ1395_MARK LOGO: NGS   
 RZ1395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1395+STABILITY: POSITION/ELEVATION WELL
 RZ1395
 RZ1395  HISTORY     - Date     Condition        Report By
 RZ1395  HISTORY     - 1980     MONUMENTED       NGS
 RZ1395
 RZ1395                          STATION DESCRIPTION
 RZ1395
 RZ1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1395'8.3 KM )5.15 MI) NW FROM KAMIAH.
 RZ1395'8.3 KILOMETER (5.15 MILES) NORTHWEST ALONG U.S HIGHWAY 12 FROM THE
 RZ1395'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN
 RZ1395'KAMIAH, 0.25 KILOMETER (0.15 MILE) NORTHWEST OF HIGHWAY MILEPOST 62,
 RZ1395'SET IN TOP OF A ROCK OUTCROP IN THE WEST CORNER OF THE T JUNCTION
 RZ1395'OF A DIRT ROAD LEADING SOUTHWEST, 6.3 METERS (20.5 FEET) SOUTHWEST OF
 RZ1395'THE CENTERLINE OF THE HIGHWAY, 10.7 METERS (35.0 FEET) NORTHWEST OF
 RZ1395'THE TOP CENTER OF A CONCRETE HEADWALL AT THE SOUTHWEST END OF A
 RZ1395'105-CENTIMETER (40-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE
 RZ1395'HIGHWAY, 4.6 METERS (15.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 RZ1395'DIRT ROAD, 0.45 METER (1.5 FEET) SOUTH OF A HIGHWAY PADDLE BOARD.
 RZ1395'THE MARK IS 0.75 METERS  E FROM A WITNESS POST.
 RZ1395'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1371 ***********************************************************************
 RZ1371  DESIGNATION -  B 392
 RZ1371  PID         -  RZ1371
 RZ1371  STATE/COUNTY-  ID/CLEARWATER
 RZ1371  USGS QUAD   -  OROFINO WEST (1994)
 RZ1371
 RZ1371                         *CURRENT SURVEY CONTROL
 RZ1371  ___________________________________________________________________
 RZ1371* NAD 83(1986)-  46 29 52.     (N)    116 18 34.     (W)     SCALED    
 RZ1371* NAVD 88     -       319.940  (meters)    1049.67   (feet)  ADJUSTED  
 RZ1371  ___________________________________________________________________
 RZ1371  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 RZ1371  DYNAMIC HT  -         319.936 (meters)    1049.66  (feet)  COMP
 RZ1371  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 RZ1371
 RZ1371  VERT ORDER  -  FIRST     CLASS II
 RZ1371
 RZ1371.The horizontal coordinates were scaled from a topographic map and have
 RZ1371.an estimated accuracy of +/- 6 seconds.
 RZ1371
 RZ1371.The orthometric height was determined by differential leveling
 RZ1371.and adjusted by the National Geodetic Survey in June 1991..
 RZ1371
 RZ1371.The geoid height was determined by GEOID03.
 RZ1371
 RZ1371.The dynamic height is computed by dividing the NAVD 88
 RZ1371.geopotential number by the normal gravity value computed on the
 RZ1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1371.degrees latitude (g = 980.6199 gals.).
 RZ1371
 RZ1371.The modeled gravity was interpolated from observed gravity values.
 RZ1371
 RZ1371;                    North         East    Units  Estimated Accuracy
 RZ1371;SPC ID W     -   536,920.      757,060.      MT  (+/- 180 meters Scaled)
 RZ1371
 RZ1371                          SUPERSEDED SURVEY CONTROL
 RZ1371
 RZ1371.No superseded survey control is available for this station.
 RZ1371
 RZ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM529495(NAD 83)
 RZ1371_MARKER: DB = BENCH MARK DISK
 RZ1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ1371_SP_SET: CONCRETE CATCH BASIN
 RZ1371_STAMPING: B 392 1980
 RZ1371_MARK LOGO: NGS   
 RZ1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1371
 RZ1371  HISTORY     - Date     Condition        Report By
 RZ1371  HISTORY     - 1980     MONUMENTED       NGS
 RZ1371
 RZ1371                          STATION DESCRIPTION
 RZ1371
 RZ1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1371'4.9 KM (3.05 MI) NW FROM OROFINO.
 RZ1371'4.9 KILOMETERS (3.05 MILES) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1371'JUNCTION OF STATE HIGHWAY 7 IN OROFINO, SOUTHWEST ACROSS THE HIGHWAY
 RZ1371'FROM THE WEST END OF A SMALL GROUP OF PINE TREES, SET IN TOP OF THE
 RZ1371'SOUTHWEST CORNER OF A HIGHWAY CATCH BASIN, 4.0 METERS (13.0 FEET)
 RZ1371'SOUTH OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY, 26.5
 RZ1371'METERS (87.0 FEET) EAST OF HIGHWAY MILEPOST 41, 26.5 METERS (87.0
 RZ1371'FEET) WEST OF THE CENTERLINE OF A PRIVATE DRIVE.
 RZ1371'THE MARK IS ABOVE LEVEL WITH THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1347 ***********************************************************************
 RZ1347  DESIGNATION -  B 393
 RZ1347  PID         -  RZ1347
 RZ1347  STATE/COUNTY-  ID/NEZ PERCE
 RZ1347  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ1347
 RZ1347                         *CURRENT SURVEY CONTROL
 RZ1347  ___________________________________________________________________
 RZ1347* NAD 83(1986)-  46 25 55.     (N)    116 59 37.     (W)     SCALED    
 RZ1347* NAVD 88     -       249.777  (meters)     819.48   (feet)  ADJUSTED  
 RZ1347  ___________________________________________________________________
 RZ1347  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 RZ1347  DYNAMIC HT  -         249.774 (meters)     819.47  (feet)  COMP
 RZ1347  MODELED GRAV-     980,599.8   (mgal)                       NAVD 88
 RZ1347
 RZ1347  VERT ORDER  -  FIRST     CLASS II
 RZ1347
 RZ1347.The horizontal coordinates were scaled from a topographic map and have
 RZ1347.an estimated accuracy of +/- 6 seconds.
 RZ1347
 RZ1347.The orthometric height was determined by differential leveling
 RZ1347.and adjusted by the National Geodetic Survey in June 1991..
 RZ1347.WARNING-Repeat measurements at this control monument indicate possible
 RZ1347.vertical movement.
 RZ1347
 RZ1347.The geoid height was determined by GEOID03.
 RZ1347
 RZ1347.The dynamic height is computed by dividing the NAVD 88
 RZ1347.geopotential number by the normal gravity value computed on the
 RZ1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1347.degrees latitude (g = 980.6199 gals.).
 RZ1347
 RZ1347.The modeled gravity was interpolated from observed gravity values.
 RZ1347
 RZ1347;                    North         East    Units  Estimated Accuracy
 RZ1347;SPC ID W     -   530,200.      704,430.      MT  (+/- 180 meters Scaled)
 RZ1347
 RZ1347                          SUPERSEDED SURVEY CONTROL
 RZ1347
 RZ1347.No superseded survey control is available for this station.
 RZ1347
 RZ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM004420(NAD 83)
 RZ1347_MARKER: DV = VERTICAL CONTROL DISK
 RZ1347_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RZ1347_SP_SET: BRIDGE ABUTMENT
 RZ1347_STAMPING: B 393 1980
 RZ1347_MARK LOGO: NGS   
 RZ1347_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1347+STABILITY: POSITION/ELEVATION WELL
 RZ1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RZ1347+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1991
 RZ1347
 RZ1347  HISTORY     - Date     Condition        Report By
 RZ1347  HISTORY     - 1980     MONUMENTED       NGS
 RZ1347  HISTORY     - 1980     GOOD             NGS
 RZ1347  HISTORY     - 1982     GOOD             NGS
 RZ1347  HISTORY     - 19911107 GOOD             NGS
 RZ1347
 RZ1347                          STATION DESCRIPTION
 RZ1347
 RZ1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1347'1.3 KM (0.85 MI) NORTH FROM LEWISTON.
 RZ1347'1.3 KILOMETERS (0.85 MILE) NORTH ALONG NEW U.S. HIGHWAY 95 FROM THE
 RZ1347'NORTH END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN LEWISTON,
 RZ1347'SET IN TOP OF THE WEST CORNER OF THE NORTHWEST END OF THE NORTHEAST
 RZ1347'ABUTMENT OF A HIGHWAY BRIDGE, 5.3 METERS (17.5 FEET) SOUTHWEST OF
 RZ1347'THE NORTHEAST END OF A CONCRETE GUARDRAIL, 0.15 METER (0.5 FOOT)
 RZ1347'NORTHWEST OF THE NORTHWEST FACE OF THE GUARDRAIL.
 RZ1347'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RZ1347
 RZ1347                          STATION RECOVERY (1980)
 RZ1347
 RZ1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ1347'1.3 KILOMETERS (0.85 MILE) NORTH ALONG NEW U.S. HIGHWAY 95 FROM THE
 RZ1347'NORTH END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN LEWISTON,
 RZ1347'SET IN TOP OF THE WEST CORNER OF THE NORTHWEST END OF THE NORTHEAST
 RZ1347'ABUTMENT OF A HIGHWAY BRIDGE, 5.3 METERS (17.5 FEET) SOUTHWEST OF
 RZ1347'THE NORTHEAST END OF A CONCRETE GUARDRAIL, 0.15 METER (0.5 FOOT)
 RZ1347'NORTHWEST OF THE NORTHWEST FACE OF THE GUARDRAIL.
 RZ1347'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RZ1347
 RZ1347                          STATION RECOVERY (1982)
 RZ1347
 RZ1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ1347'RECOVERED IN GOOD CONDITION.
 RZ1347
 RZ1347                          STATION RECOVERY (1991)
 RZ1347
 RZ1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RZ1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0126 ***********************************************************************
 QA0126  DESIGNATION -  B 40
 QA0126  PID         -  QA0126
 QA0126  STATE/COUNTY-  ID/CUSTER
 QA0126  USGS QUAD   -  OBSIDIAN (1963)
 QA0126
 QA0126                         *CURRENT SURVEY CONTROL
 QA0126  ___________________________________________________________________
 QA0126* NAD 83(1986)-  44 06 38.     (N)    114 51 41.     (W)     SCALED    
 QA0126* NAVD 88     -      2000.426  (meters)    6563.06   (feet)  ADJUSTED  
 QA0126  ___________________________________________________________________
 QA0126  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 QA0126  DYNAMIC HT  -        1999.149 (meters)    6558.87  (feet)  COMP
 QA0126  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 QA0126
 QA0126  VERT ORDER  -  SECOND    CLASS 0
 QA0126
 QA0126.The horizontal coordinates were scaled from a topographic map and have
 QA0126.an estimated accuracy of +/- 6 seconds.
 QA0126
 QA0126.The orthometric height was determined by differential leveling
 QA0126.and adjusted by the National Geodetic Survey in June 1991..
 QA0126
 QA0126.The geoid height was determined by GEOID03.
 QA0126
 QA0126.The dynamic height is computed by dividing the NAVD 88
 QA0126.geopotential number by the normal gravity value computed on the
 QA0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0126.degrees latitude (g = 980.6199 gals.).
 QA0126
 QA0126.The modeled gravity was interpolated from observed gravity values.
 QA0126
 QA0126;                    North         East    Units  Estimated Accuracy
 QA0126;SPC ID C     -   271,840.      431,040.      MT  (+/- 180 meters Scaled)
 QA0126
 QA0126                          SUPERSEDED SURVEY CONTROL
 QA0126
 QA0126  NGVD 29 (??/??/92) 1999.066  (m)         6558.60   (f) ADJ UNCH    2 0
 QA0126
 QA0126.Superseded values are not recommended for survey control.
 QA0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0126.See file dsdata.txt to determine how the superseded data were derived.
 QA0126
 QA0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ711863(NAD 83)
 QA0126_MARKER: DB = BENCH MARK DISK
 QA0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0126_STAMPING: B 40 1934
 QA0126_MARK LOGO: CGS   
 QA0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 QA0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0126+STABILITY: SURFACE MOTION
 QA0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QA0126+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 QA0126
 QA0126  HISTORY     - Date     Condition        Report By
 QA0126  HISTORY     - 1934     MONUMENTED       CGS
 QA0126  HISTORY     - 1977     MARK NOT FOUND   NGS
 QA0126  HISTORY     - 19950920 GOOD             NGS
 QA0126
 QA0126                          STATION DESCRIPTION
 QA0126
 QA0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QA0126'9.6 MI SE FROM STANLEY.
 QA0126'9.6 MILES SOUTHEAST ALONG NEW U. S. HIGHWAY 93 FROM VALLEY CREEK
 QA0126'RANGER STATION AT STANLEY, CUSTER COUNTY, 0.2 MILE NORTHWEST OF THE
 QA0126'INTERSECTION OF THE DIRT ROAD LEADING TO THE ROCKY MOUNTAIN CLUB OF
 QA0126'IDAHO, 815 FEET NORTHWEST OF THE MIDDLE OF A CONCRETE BRIDGE, 250 FEET
 QA0126'SOUTH OF RIGHT-OF-WAY POST 149, 36 FEET SOUTHWEST OF THE CENTERLINE OF
 QA0126'THE HIGHWAY, 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND SET IN
 QA0126'THE TOP OF A CONCRETE POST.
 QA0126
 QA0126                          STATION RECOVERY (1977)
 QA0126
 QA0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QA0126'MARK NOT FOUND.
 QA0126
 QA0126                          STATION RECOVERY (1995)
 QA0126
 QA0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 QA0126'REACHED FROM THE CHEVRON STATION AND CONVENIENCE STORE IN OBSIDIAN GO
 QA0126'NORTH ON STATE HIGHWAY 75 FOR 3.61 KM (2.25 MI) TO THE MARK ON THE
 QA0126'LEFT.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  LOCATED 11.0 M (36.1 FT)
 QA0126'SOUTH-SOUTHWEST FROM THE HIGHWAY PAINTED CENTERLINE AND 0.70 M (2.30
 QA0126'FT) NORTH-NORTHEAST FROM THE RIGHT-OF-WAY FENCE AND A FIBERGLASS
 QA0126'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0768 ***********************************************************************
 RY0768  DESIGNATION -  B 402
 RY0768  PID         -  RY0768
 RY0768  STATE/COUNTY-  ID/IDAHO
 RY0768  USGS QUAD   -  HOLLY CREEK (1994)
 RY0768
 RY0768                         *CURRENT SURVEY CONTROL
 RY0768  ___________________________________________________________________
 RY0768* NAD 83(1986)-  46 25 08.     (N)    115 09 57.     (W)     SCALED    
 RY0768* NAVD 88     -       770.818  (meters)    2528.93   (feet)  ADJUSTED  
 RY0768  ___________________________________________________________________
 RY0768  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 RY0768  DYNAMIC HT  -         770.676 (meters)    2528.46  (feet)  COMP
 RY0768  MODELED GRAV-     980,406.6   (mgal)                       NAVD 88
 RY0768
 RY0768  VERT ORDER  -  FIRST     CLASS II
 RY0768
 RY0768.The horizontal coordinates were scaled from a topographic map and have
 RY0768.an estimated accuracy of +/- 6 seconds.
 RY0768
 RY0768.The orthometric height was determined by differential leveling
 RY0768.and adjusted by the National Geodetic Survey in June 1991..
 RY0768
 RY0768.The geoid height was determined by GEOID03.
 RY0768
 RY0768.The dynamic height is computed by dividing the NAVD 88
 RY0768.geopotential number by the normal gravity value computed on the
 RY0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0768.degrees latitude (g = 980.6199 gals.).
 RY0768
 RY0768.The modeled gravity was interpolated from observed gravity values.
 RY0768
 RY0768;                    North         East    Units  Estimated Accuracy
 RY0768;SPC ID W     -   528,170.      844,910.      MT  (+/- 180 meters Scaled)
 RY0768
 RY0768                          SUPERSEDED SURVEY CONTROL
 RY0768
 RY0768.No superseded survey control is available for this station.
 RY0768
 RY0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM409422(NAD 83)
 RY0768_MARKER: DB = BENCH MARK DISK
 RY0768_SETTING: 66 = SET IN ROCK OUTCROP
 RY0768_SP_SET: ROCK OUTCROP
 RY0768_STAMPING: B 402 1981
 RY0768_MARK LOGO: NGS   
 RY0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0768+STABILITY: POSITION/ELEVATION WELL
 RY0768
 RY0768  HISTORY     - Date     Condition        Report By
 RY0768  HISTORY     - 1981     MONUMENTED       NGS
 RY0768
 RY0768                          STATION DESCRIPTION
 RY0768
 RY0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RY0768'14.3 KM (12.05 MI) NE FROM LOCHSA RANGER STATION.
 RY0768'19.3 KM (12.05 MI)NORTHEAST ALONG US HIGHWAY FROM THE LOCHSA RANGER
 RY0768'STATION, 0.5 KM (0.3 MI) NORTHEAST OF HIGHWAY MILEPOST NUMBER 133, IN
 RY0768'TOP OF A 40 X 20 FT MASSIVE GRANITE OUTCROP AND SLOPEING INTO THE
 RY0768'RIVER AND ON THE OUTSIDE OF A BEND IN THE RIVER, 16.5 M (54.0 FT) EAST
 RY0768'OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF WITNESS POST
 RY0768'SET IN THE OUTCROP.
 RY0768'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1520 ***********************************************************************
 RZ1520  DESIGNATION -  B 403
 RZ1520  PID         -  RZ1520
 RZ1520  STATE/COUNTY-  ID/LEWIS
 RZ1520  USGS QUAD   -  WINCHESTER EAST (1979)
 RZ1520
 RZ1520                         *CURRENT SURVEY CONTROL
 RZ1520  ___________________________________________________________________
 RZ1520* NAD 83(1986)-  46 14 03.     (N)    116 33 38.     (W)     SCALED    
 RZ1520* NAVD 88     -      1199.959  (meters)    3936.87   (feet)  ADJUSTED  
 RZ1520  ___________________________________________________________________
 RZ1520  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 RZ1520  DYNAMIC HT  -        1199.726 (meters)    3936.10  (feet)  COMP
 RZ1520  MODELED GRAV-     980,378.1   (mgal)                       NAVD 88
 RZ1520
 RZ1520  VERT ORDER  -  FIRST     CLASS II
 RZ1520
 RZ1520.The horizontal coordinates were scaled from a topographic map and have
 RZ1520.an estimated accuracy of +/- 6 seconds.
 RZ1520
 RZ1520.The orthometric height was determined by differential leveling
 RZ1520.and adjusted by the National Geodetic Survey in June 1991..
 RZ1520
 RZ1520.The geoid height was determined by GEOID03.
 RZ1520
 RZ1520.The dynamic height is computed by dividing the NAVD 88
 RZ1520.geopotential number by the normal gravity value computed on the
 RZ1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1520.degrees latitude (g = 980.6199 gals.).
 RZ1520
 RZ1520.The modeled gravity was interpolated from observed gravity values.
 RZ1520
 RZ1520;                    North         East    Units  Estimated Accuracy
 RZ1520;SPC ID W     -   507,790.      737,480.      MT  (+/- 180 meters Scaled)
 RZ1520
 RZ1520                          SUPERSEDED SURVEY CONTROL
 RZ1520
 RZ1520.No superseded survey control is available for this station.
 RZ1520
 RZ1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM338201(NAD 83)
 RZ1520_MARKER: I = METAL ROD
 RZ1520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1520_SP_SET: STAINLESS STEEL ROD
 RZ1520_STAMPING: B 403 1982
 RZ1520_MARK LOGO: NGS   
 RZ1520_PROJECTION: FLUSH
 RZ1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1520_ROD/PIPE-DEPTH: 2.1  meters
 RZ1520
 RZ1520  HISTORY     - Date     Condition        Report By
 RZ1520  HISTORY     - 1982     MONUMENTED       NGS
 RZ1520
 RZ1520                          STATION DESCRIPTION
 RZ1520
 RZ1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1520'7.4 KM (4.6 MI) NW FROM CRAIGMONT.
 RZ1520'7.4 KM (4.65 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF
 RZ1520'STATE HIGHWAY 64 IN CRAIGMONT, 0.25 KM (0.15 MI) EAST OF A ONE-STORY
 RZ1520'FARM HOUSE, 0.16 KM (0.1 MI) WEST OF A ONE-STORY FARM HOUSE, 18.0
 RZ1520'METERS (59 FT) SOUTH OF THE HIGHWAY CENTERLINE, 26.5 METERS (87 FT)
 RZ1520'SOUTH ACROSS THE HIGHWAY FROM MILEPOST 277, 0.7 METER (2.3 FT) NORTH
 RZ1520'OF THE SECOND POWER POLE EAST OF THE DRIVEWAY TO THE FARM HOUSE.
 RZ1520'THE MARK IS 0.35 METERS  S FROM A WITNESS POST.
 RZ1520'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1527 ***********************************************************************
 RZ1527  DESIGNATION -  B 404
 RZ1527  PID         -  RZ1527
 RZ1527  STATE/COUNTY-  ID/LEWIS
 RZ1527  USGS QUAD   -  CRAIGMONT (1967)
 RZ1527
 RZ1527                         *CURRENT SURVEY CONTROL
 RZ1527  ___________________________________________________________________
 RZ1527* NAD 83(1986)-  46 12 06.     (N)    116 25 08.     (W)     SCALED    
 RZ1527* NAVD 88     -      1022.774  (meters)    3355.55   (feet)  ADJUSTED  
 RZ1527  ___________________________________________________________________
 RZ1527  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 RZ1527  DYNAMIC HT  -        1022.592 (meters)    3354.95  (feet)  COMP
 RZ1527  MODELED GRAV-     980,401.4   (mgal)                       NAVD 88
 RZ1527
 RZ1527  VERT ORDER  -  FIRST     CLASS II
 RZ1527
 RZ1527.The horizontal coordinates were scaled from a topographic map and have
 RZ1527.an estimated accuracy of +/- 6 seconds.
 RZ1527
 RZ1527.The orthometric height was determined by differential leveling
 RZ1527.and adjusted by the National Geodetic Survey in June 1991..
 RZ1527
 RZ1527.The geoid height was determined by GEOID03.
 RZ1527
 RZ1527.The dynamic height is computed by dividing the NAVD 88
 RZ1527.geopotential number by the normal gravity value computed on the
 RZ1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1527.degrees latitude (g = 980.6199 gals.).
 RZ1527
 RZ1527.The modeled gravity was interpolated from observed gravity values.
 RZ1527
 RZ1527;                    North         East    Units  Estimated Accuracy
 RZ1527;SPC ID W     -   504,070.      748,380.      MT  (+/- 180 meters Scaled)
 RZ1527
 RZ1527                          SUPERSEDED SURVEY CONTROL
 RZ1527
 RZ1527.No superseded survey control is available for this station.
 RZ1527
 RZ1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM448166(NAD 83)
 RZ1527_MARKER: DB = BENCH MARK DISK
 RZ1527_SETTING: 80 = SET IN A BOULDER
 RZ1527_SP_SET: BOULDER
 RZ1527_STAMPING: B 404 1982
 RZ1527_MARK LOGO: NGS   
 RZ1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1527+STABILITY: SURFACE MOTION
 RZ1527
 RZ1527  HISTORY     - Date     Condition        Report By
 RZ1527  HISTORY     - 1982     MONUMENTED       NGS
 RZ1527
 RZ1527                          STATION DESCRIPTION
 RZ1527
 RZ1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1527'6.5 KM (4.0 MI) SE FROM CRAIGMONT.
 RZ1527'6.5 KM (4.05 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF
 RZ1527'STATE HIGHWAY 64 IN CRAIGMONT, IN TOP OF THE NORTH END OF A 3- BY
 RZ1527'5-FOOT BOULDER PROJECTING 3 FEET ABOVE THE GROUND, AT THE SOUTHEAST
 RZ1527'END OF A SMALL FLAT, 2.05 KM (1.3 MI) NORTHWEST OF THE LEWIS-IDAHO
 RZ1527'COUNTY LINE AND CONCRETE BRIDGE OVER LAWYER CREEK, 0.6 KM (0.4 MI)
 RZ1527'NORTHWEST OF MILEPOST 268, 13.7 METERS (45 FT) NORTHEAST OF THE
 RZ1527'HIGHWAY CENTERLINE, 37.8 METERS (124 FT) NORTH OF THE NORTH CORNER OF
 RZ1527'A SMALL WOODEN FOOTBRIDGE OVER A CREEK, 14.9 METERS (49 FT) NORTHWEST
 RZ1527'OF THE NORTHWEST END OF AN ALLUVIAL CUT.
 RZ1527'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 RZ1527'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1010 ***********************************************************************
 RA1010  DESIGNATION -  B 405
 RA1010  PID         -  RA1010
 RA1010  STATE/COUNTY-  ID/IDAHO
 RA1010  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA1010
 RA1010                         *CURRENT SURVEY CONTROL
 RA1010  ___________________________________________________________________
 RA1010* NAD 83(1986)-  45 53 44.     (N)    116 11 13.     (W)     SCALED    
 RA1010* NAVD 88     -      1070.524  (meters)    3512.21   (feet)  ADJUSTED  
 RA1010  ___________________________________________________________________
 RA1010  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 RA1010  DYNAMIC HT  -        1070.295 (meters)    3511.46  (feet)  COMP
 RA1010  MODELED GRAV-     980,364.8   (mgal)                       NAVD 88
 RA1010
 RA1010  VERT ORDER  -  FIRST     CLASS II
 RA1010
 RA1010.The horizontal coordinates were scaled from a topographic map and have
 RA1010.an estimated accuracy of +/- 6 seconds.
 RA1010
 RA1010.The orthometric height was determined by differential leveling
 RA1010.and adjusted by the National Geodetic Survey in June 1991..
 RA1010
 RA1010.The geoid height was determined by GEOID03.
 RA1010
 RA1010.The dynamic height is computed by dividing the NAVD 88
 RA1010.geopotential number by the normal gravity value computed on the
 RA1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1010.degrees latitude (g = 980.6199 gals.).
 RA1010
 RA1010.The modeled gravity was interpolated from observed gravity values.
 RA1010
 RA1010;                    North         East    Units  Estimated Accuracy
 RA1010;SPC ID W     -   469,930.      766,090.      MT  (+/- 180 meters Scaled)
 RA1010
 RA1010                          SUPERSEDED SURVEY CONTROL
 RA1010
 RA1010.No superseded survey control is available for this station.
 RA1010
 RA1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL630827(NAD 83)
 RA1010_MARKER: I = METAL ROD
 RA1010_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RA1010_SP_SET: STAINLESS STEEL ROD
 RA1010_STAMPING: B 405 1982
 RA1010_MARK LOGO: NGS   
 RA1010_PROJECTION: FLUSH
 RA1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA1010_ROD/PIPE-DEPTH: 1.2  meters
 RA1010
 RA1010  HISTORY     - Date     Condition        Report By
 RA1010  HISTORY     - 1982     MONUMENTED       NGS
 RA1010
 RA1010                          STATION DESCRIPTION
 RA1010
 RA1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1010'5.9 KM (3.7 MI) SW FROM GRANGEVILLE.
 RA1010'5.9 KM (3.7 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE T-JUNCTION OF
 RA1010'STATE HIGHWAY 13 IN GRANGEVILLE, IN THE NORTHWEST CORNER OF THE
 RA1010'INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 0.25 KM (0.15 MI) SOUTHWEST
 RA1010'OF A SMALL CREEK CROSSING, 93.0 METERS (305 FT) NORTH-NORTHEAST ACROSS
 RA1010'THE HIGHWAY FROM MILEPOST 236, 0.5 KM (0.3 MI) NORTHWEST ACROSS
 RA1010'COUNTRY FROM BM J 25, 24.4 METERS (80 FT) NORTHWEST OF THE HIGHWAY
 RA1010'CENTERLINE, 12.2 METERS (40 FT) WEST OF THE ROAD CENTER, 4.9 METERS
 RA1010'(16 FT) SOUTHWEST OF A FENCE CORNER POST, 0.35 METER (1.2 FT)
 RA1010'SOUTHEAST OF THE RIGHT OF WAY FENCE.
 RA1010'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 RA1010'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1036 ***********************************************************************
 RA1036  DESIGNATION -  B 406
 RA1036  PID         -  RA1036
 RA1036  STATE/COUNTY-  ID/IDAHO
 RA1036  USGS QUAD   -  LUCILE (1995)
 RA1036
 RA1036                         *CURRENT SURVEY CONTROL
 RA1036  ___________________________________________________________________
 RA1036* NAD 83(1986)-  45 30 38.     (N)    116 17 41.     (W)     SCALED    
 RA1036* NAVD 88     -       512.408  (meters)    1681.13   (feet)  ADJUSTED  
 RA1036  ___________________________________________________________________
 RA1036  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 RA1036  DYNAMIC HT  -         512.316 (meters)    1680.82  (feet)  COMP
 RA1036  MODELED GRAV-     980,422.2   (mgal)                       NAVD 88
 RA1036
 RA1036  VERT ORDER  -  FIRST     CLASS II
 RA1036
 RA1036.The horizontal coordinates were scaled from a topographic map and have
 RA1036.an estimated accuracy of +/- 6 seconds.
 RA1036
 RA1036.The orthometric height was determined by differential leveling
 RA1036.and adjusted by the National Geodetic Survey in June 1991..
 RA1036
 RA1036.The geoid height was determined by GEOID03.
 RA1036
 RA1036.The dynamic height is computed by dividing the NAVD 88
 RA1036.geopotential number by the normal gravity value computed on the
 RA1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1036.degrees latitude (g = 980.6199 gals.).
 RA1036
 RA1036.The modeled gravity was interpolated from observed gravity values.
 RA1036
 RA1036;                    North         East    Units  Estimated Accuracy
 RA1036;SPC ID W     -   427,190.      757,440.      MT  (+/- 180 meters Scaled)
 RA1036
 RA1036                          SUPERSEDED SURVEY CONTROL
 RA1036
 RA1036.No superseded survey control is available for this station.
 RA1036
 RA1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL550399(NAD 83)
 RA1036_MARKER: DB = BENCH MARK DISK
 RA1036_SETTING: 66 = SET IN ROCK OUTCROP
 RA1036_SP_SET: ROCK OUTCROP
 RA1036_STAMPING: B 406 1982
 RA1036_MARK LOGO: NGS   
 RA1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1036+STABILITY: POSITION/ELEVATION WELL
 RA1036
 RA1036  HISTORY     - Date     Condition        Report By
 RA1036  HISTORY     - 1982     MONUMENTED       NGS
 RA1036
 RA1036                          STATION DESCRIPTION
 RA1036
 RA1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1036'12.1 KM (7.6 MI) NORTH FROM RIGGINS.
 RA1036'12.1 KM (7.6 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 RA1036'RIGGINS, IN TOP OF THE WEST END OF A SMALL LEDGE OF GRAY GRANITE 3
 RA1036'FEET ABOVE THE BASE OF A BEDROCK CUT ON THE OUTSIDE OF THE NORTHWEST
 RA1036'END OF A CURVE, 0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 203 AND
 RA1036'CRAWFORD CREEK, 0.18 KM (0.1 MI) NORTH OF A LOG HOUSE ON THE INSIDE OF
 RA1036'THE CURVE, 8.8 METERS (29 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 RA1036'46.0 METERS (151 FT) NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE BOX
 RA1036'ATTACHED TO A 4-INCH WOODEN POST WITH A 12-INCH WHITE CANISTER ON ITS
 RA1036'TOP NORTHEAST SIDE, 31.4 METERS (103 FT) SOUTHEAST OF THE NORTHWEST
 RA1036'END OF THE CUT.
 RA1036'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 RA1036'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1060 ***********************************************************************
 RA1060  DESIGNATION -  B 407
 RA1060  PID         -  RA1060
 RA1060  STATE/COUNTY-  ID/ADAMS
 RA1060  USGS QUAD   -  BALLY MOUNTAIN (1963)
 RA1060
 RA1060                         *CURRENT SURVEY CONTROL
 RA1060  ___________________________________________________________________
 RA1060* NAD 83(1986)-  45 05 52.     (N)    116 18 27.     (W)     SCALED    
 RA1060* NAVD 88     -      1162.039  (meters)    3812.46   (feet)  ADJUSTED  
 RA1060  ___________________________________________________________________
 RA1060  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 RA1060  DYNAMIC HT  -        1161.623 (meters)    3811.09  (feet)  COMP
 RA1060  MODELED GRAV-     980,219.6   (mgal)                       NAVD 88
 RA1060
 RA1060  VERT ORDER  -  FIRST     CLASS II
 RA1060
 RA1060.The horizontal coordinates were scaled from a topographic map and have
 RA1060.an estimated accuracy of +/- 6 seconds.
 RA1060
 RA1060.The orthometric height was determined by differential leveling
 RA1060.and adjusted by the National Geodetic Survey in June 1991..
 RA1060
 RA1060.The geoid height was determined by GEOID03.
 RA1060
 RA1060.The dynamic height is computed by dividing the NAVD 88
 RA1060.geopotential number by the normal gravity value computed on the
 RA1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1060.degrees latitude (g = 980.6199 gals.).
 RA1060
 RA1060.The modeled gravity was interpolated from observed gravity values.
 RA1060
 RA1060;                    North         East    Units  Estimated Accuracy
 RA1060;SPC ID W     -   381,320.      756,120.      MT  (+/- 180 meters Scaled)
 RA1060
 RA1060                          SUPERSEDED SURVEY CONTROL
 RA1060
 RA1060.No superseded survey control is available for this station.
 RA1060
 RA1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK544940(NAD 83)
 RA1060_MARKER: I = METAL ROD
 RA1060_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RA1060_SP_SET: STAINLESS STEEL ROD
 RA1060_STAMPING: B 407 1982
 RA1060_MARK LOGO: NGS   
 RA1060_PROJECTION: FLUSH
 RA1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA1060_ROD/PIPE-DEPTH: 5.5  meters
 RA1060
 RA1060  HISTORY     - Date     Condition        Report By
 RA1060  HISTORY     - 1982     MONUMENTED       NGS
 RA1060
 RA1060                          STATION DESCRIPTION
 RA1060
 RA1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1060'14.6 KM (9.1 MI) NORTH FROM NEW MEADOWS.
 RA1060'14.6 KM (9.1 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 RA1060'HIGHWAY 55 IN NEW MEADOWS, IN THE SOUTHWEST CORNER OF THE T-JUNCTION
 RA1060'OF A TRACK ROAD LEADING WEST, 3.2 KM (2.0 MI) SOUTH OF THE BRIDGE OVER
 RA1060'THE LITTLE SALMON RIVER, 76.5 METERS (251 FT) SOUTH-SOUTHWEST ACROSS
 RA1060'THE HIGHWAY FROM MILEPOST 170, 18.3 METERS (60 FT) WEST OF THE HIGHWAY
 RA1060'CENTERLINE, 8.8 METERS (29 FT) SOUTHEAST OF THE EXTENDED CENTER OF
 RA1060'BALLY MOUNTAIN ROAD, 4.8 METERS (16 FT) SOUTH OF THE CENTER OF THE
 RA1060'TRACK ROAD, 2.2 METERS (7.5 FT) SOUTH OF THE SOUTH GATE POST FOR A
 RA1060'WIRE GATE, 0.45 METER (1.5 FT) EAST OF THE RIGHT OF WAY FENCE.
 RA1060'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 RA1060'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1096 ***********************************************************************
 QB1096  DESIGNATION -  B 408
 QB1096  PID         -  QB1096
 QB1096  STATE/COUNTY-  ID/ADAMS
 QB1096  USGS QUAD   -  COUNCIL (1986)
 QB1096
 QB1096                         *CURRENT SURVEY CONTROL
 QB1096  ___________________________________________________________________
 QB1096* NAD 83(1986)-  44 44 21.     (N)    116 26 01.     (W)     SCALED    
 QB1096* NAVD 88     -       908.759  (meters)    2981.49   (feet)  ADJUSTED  
 QB1096  ___________________________________________________________________
 QB1096  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 QB1096  DYNAMIC HT  -         908.492 (meters)    2980.61  (feet)  COMP
 QB1096  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 QB1096
 QB1096  VERT ORDER  -  FIRST     CLASS II
 QB1096
 QB1096.The horizontal coordinates were scaled from a topographic map and have
 QB1096.an estimated accuracy of +/- 6 seconds.
 QB1096
 QB1096.The orthometric height was determined by differential leveling
 QB1096.and adjusted by the National Geodetic Survey in June 1991..
 QB1096
 QB1096.The geoid height was determined by GEOID03.
 QB1096
 QB1096.The dynamic height is computed by dividing the NAVD 88
 QB1096.geopotential number by the normal gravity value computed on the
 QB1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1096.degrees latitude (g = 980.6199 gals.).
 QB1096
 QB1096.The modeled gravity was interpolated from observed gravity values.
 QB1096
 QB1096;                    North         East    Units  Estimated Accuracy
 QB1096;SPC ID W     -   341,550.      745,860.      MT  (+/- 180 meters Scaled)
 QB1096
 QB1096                          SUPERSEDED SURVEY CONTROL
 QB1096
 QB1096.No superseded survey control is available for this station.
 QB1096
 QB1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK448541(NAD 83)
 QB1096_MARKER: F = FLANGE-ENCASED ROD
 QB1096_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1096_SP_SET: STAINLESS STEEL ROD
 QB1096_STAMPING: B 408 1983
 QB1096_MARK LOGO: NGS   
 QB1096_PROJECTION: FLUSH
 QB1096_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1096_ROD/PIPE-DEPTH: 1.6  meters
 QB1096
 QB1096  HISTORY     - Date     Condition        Report By
 QB1096  HISTORY     - 1983     MONUMENTED       NGS
 QB1096  HISTORY     - 19980914 GOOD             IDTD
 QB1096
 QB1096                          STATION DESCRIPTION
 QB1096
 QB1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1096'1.5 KM (0.9 MI) NORTH FROM COUNCIL.
 QB1096'1.5 KM (0.95 MI) NORTH ALONG US HIGHWAY 95 FROM THE HIGH SCHOOL IN
 QB1096'COUNCIL, 0.65 KM (0.4 MI) SOUTH OF MILEPOST 137, AT THE NORTHWEST
 QB1096'PROPERTY CORNER OF THE COUNCIL VALLEY GRANGE NUMBER 373, 14 METERS (46
 QB1096'FT) EAST OF THE HIGHWAY CENTERLINE, 28.9 METERS (95 FT) NORTHWEST OF
 QB1096'THE NORTHWEST CORNER OF THE GRANGE HALL BUILDING, 19.8 METERS (65 FT)
 QB1096'WEST OF THE WEST POST OF A STEEL GATE, 2.7 METERS (9 FT) EAST OF POWER
 QB1096'LINE POLE 301, 2.6 METERS (8.5 FT) EAST OF A FENCE CORNER, 0.5 METER
 QB1096'(1.5 FT) SOUTH OF A 6-FOOT HIGH HOG WIRE FENCE.
 QB1096'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 QB1096'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QB1096
 QB1096                          STATION RECOVERY (1998)
 QB1096
 QB1096'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 QB1096'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1451 ***********************************************************************
 NU1451  DESIGNATION -  B 409
 NU1451  PID         -  NU1451
 NU1451  STATE/COUNTY-  ID/BANNOCK
 NU1451  USGS QUAD   -  POCATELLO NORTH (1971)
 NU1451
 NU1451                         *CURRENT SURVEY CONTROL
 NU1451  ___________________________________________________________________
 NU1451* NAD 83(1986)-  42 54 46.     (N)    112 27 32.     (W)     SCALED    
 NU1451* NAVD 88     -      1369.767  (meters)    4493.98   (feet)  ADJUSTED  
 NU1451  ___________________________________________________________________
 NU1451  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 NU1451  DYNAMIC HT  -        1368.986 (meters)    4491.41  (feet)  COMP
 NU1451  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 NU1451
 NU1451  VERT ORDER  -  FIRST     CLASS II
 NU1451
 NU1451.The horizontal coordinates were scaled from a topographic map and have
 NU1451.an estimated accuracy of +/- 6 seconds.
 NU1451
 NU1451.The orthometric height was determined by differential leveling
 NU1451.and adjusted by the National Geodetic Survey in June 1991..
 NU1451
 NU1451.The geoid height was determined by GEOID03.
 NU1451
 NU1451.The dynamic height is computed by dividing the NAVD 88
 NU1451.geopotential number by the normal gravity value computed on the
 NU1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1451.degrees latitude (g = 980.6199 gals.).
 NU1451
 NU1451.The modeled gravity was interpolated from observed gravity values.
 NU1451
 NU1451;                    North         East    Units  Estimated Accuracy
 NU1451;SPC ID E     -   138,450.      176,140.      MT  (+/- 180 meters Scaled)
 NU1451
 NU1451                          SUPERSEDED SURVEY CONTROL
 NU1451
 NU1451  NGVD 29 (08/20/92) 1368.714  (m)         4490.52   (f) ADJUSTED    1 2
 NU1451
 NU1451.Superseded values are not recommended for survey control.
 NU1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1451.See file dsdata.txt to determine how the superseded data were derived.
 NU1451
 NU1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN809521(NAD 83)
 NU1451_MARKER: DB = BENCH MARK DISK
 NU1451_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NU1451_SP_SET: ABUTMENT
 NU1451_STAMPING: B 409 1983
 NU1451_MARK LOGO: NGS   
 NU1451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1451+STABILITY: POSITION/ELEVATION WELL
 NU1451
 NU1451  HISTORY     - Date     Condition        Report By
 NU1451  HISTORY     - 1983     MONUMENTED       NGS
 NU1451
 NU1451                          STATION DESCRIPTION
 NU1451
 NU1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1451'IN POCATELLO.
 NU1451'IN POCATELLO, AT THE JUNCTION OF INTERSTATE HIGHWAY 86 AND THE UNION
 NU1451'PACIFIC RAILROAD, IN TOP OF AND 0.1 METER (0.3 FT) NORTH OF THE SOUTH
 NU1451'END OF THE WEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS, 19.9 METERS
 NU1451'(65.3 FT) WEST OF THE NEAR RAIL, AND 7.3 METERS (24.0 FT) SOUTH OF THE
 NU1451'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 NU1451'THE MARK IS 1.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0069 ***********************************************************************
 QA0069  DESIGNATION -  B 41
 QA0069  PID         -  QA0069
 QA0069  STATE/COUNTY-  ID/CUSTER
 QA0069  USGS QUAD   -  CLAYTON (1980)
 QA0069
 QA0069                         *CURRENT SURVEY CONTROL
 QA0069  ___________________________________________________________________
 QA0069* NAD 83(1986)-  44 15 34.     (N)    114 24 07.     (W)     SCALED    
 QA0069* NAVD 88     -      1671.993  (meters)    5485.53   (feet)  ADJUSTED  
 QA0069  ___________________________________________________________________
 QA0069  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 QA0069  DYNAMIC HT  -        1671.063 (meters)    5482.48  (feet)  COMP
 QA0069  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 QA0069
 QA0069  VERT ORDER  -  SECOND    CLASS 0
 QA0069
 QA0069.The horizontal coordinates were scaled from a topographic map and have
 QA0069.an estimated accuracy of +/- 6 seconds.
 QA0069
 QA0069.The orthometric height was determined by differential leveling
 QA0069.and adjusted by the National Geodetic Survey in June 1991..
 QA0069
 QA0069.The geoid height was determined by GEOID03.
 QA0069
 QA0069.The dynamic height is computed by dividing the NAVD 88
 QA0069.geopotential number by the normal gravity value computed on the
 QA0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0069.degrees latitude (g = 980.6199 gals.).
 QA0069
 QA0069.The modeled gravity was interpolated from observed gravity values.
 QA0069
 QA0069;                    North         East    Units  Estimated Accuracy
 QA0069;SPC ID C     -   288,100.      467,900.      MT  (+/- 180 meters Scaled)
 QA0069
 QA0069                          SUPERSEDED SURVEY CONTROL
 QA0069
 QA0069  NGVD 29 (??/??/92) 1670.754  (m)         5481.47   (f) ADJ UNCH    2 0
 QA0069
 QA0069.Superseded values are not recommended for survey control.
 QA0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0069.See file dsdata.txt to determine how the superseded data were derived.
 QA0069
 QA0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK073039(NAD 83)
 QA0069_MARKER: DB = BENCH MARK DISK
 QA0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0069_STAMPING: B 41 1934
 QA0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0069+STABILITY: SURFACE MOTION
 QA0069
 QA0069  HISTORY     - Date     Condition        Report By
 QA0069  HISTORY     - 1934     MONUMENTED       CGS
 QA0069  HISTORY     - 1955     GOOD             NGS
 QA0069  HISTORY     - 19940601 MARK NOT FOUND   IDTD
 QA0069
 QA0069                          STATION DESCRIPTION
 QA0069
 QA0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0069'IN CLAYTON.
 QA0069'AT CLAYTON, ABOUT 280 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY
 QA0069'93, ABOUT 100 FEET EAST OF KINNIKINE CREEK, ABOUT 30 FEET WEST OF THE
 QA0069'CENTERLINE OF THE ROAD RUNNING NORTH ALONG THE WEST SIDE OF LEUZINGERS
 QA0069'STORE AND CHEVRON SERVICE STATION AND ABOUT 50 FEET WEST OF THE
 QA0069'SOUTHWEST CORNER OF THE OLD LEUZINGER STORE BUILDING, SET IN A
 QA0069'CONCRETE POST PROJECTING 6 INCHES.
 QA0069
 QA0069                          STATION RECOVERY (1994)
 QA0069
 QA0069'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (GDJ)
 QA0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0752 ***********************************************************************
 PY0752  DESIGNATION -  B 410
 PY0752  PID         -  PY0752
 PY0752  STATE/COUNTY-  ID/FREMONT
 PY0752  USGS QUAD   -  ASHTON (1965)
 PY0752
 PY0752                         *CURRENT SURVEY CONTROL
 PY0752  ___________________________________________________________________
 PY0752* NAD 83(1986)-  44 07 29.     (N)    111 26 25.     (W)     SCALED    
 PY0752* NAVD 88     -      1646.288  (meters)    5401.20   (feet)  ADJUSTED  
 PY0752  ___________________________________________________________________
 PY0752  GEOID HEIGHT-         -10.28  (meters)                     GEOID03
 PY0752  DYNAMIC HT  -        1645.415 (meters)    5398.33  (feet)  COMP
 PY0752  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 PY0752
 PY0752  VERT ORDER  -  FIRST     CLASS II
 PY0752
 PY0752.The horizontal coordinates were scaled from a topographic map and have
 PY0752.an estimated accuracy of +/- 6 seconds.
 PY0752
 PY0752.The orthometric height was determined by differential leveling
 PY0752.and adjusted by the National Geodetic Survey in June 1991..
 PY0752
 PY0752.The geoid height was determined by GEOID03.
 PY0752
 PY0752.The dynamic height is computed by dividing the NAVD 88
 PY0752.geopotential number by the normal gravity value computed on the
 PY0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0752.degrees latitude (g = 980.6199 gals.).
 PY0752
 PY0752.The modeled gravity was interpolated from observed gravity values.
 PY0752
 PY0752;                    North         East    Units  Estimated Accuracy
 PY0752;SPC ID E     -   273,310.      258,140.      MT  (+/- 180 meters Scaled)
 PY0752
 PY0752                          SUPERSEDED SURVEY CONTROL
 PY0752
 PY0752  NGVD 29 (08/20/92) 1645.180  (m)         5397.56   (f) ADJUSTED    1 2
 PY0752
 PY0752.Superseded values are not recommended for survey control.
 PY0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0752.See file dsdata.txt to determine how the superseded data were derived.
 PY0752
 PY0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP647858(NAD 83)
 PY0752_MARKER: DB = BENCH MARK DISK
 PY0752_SETTING: 66 = SET IN ROCK OUTCROP
 PY0752_SP_SET: ROCK OUTCROP
 PY0752_STAMPING: B 410 1983
 PY0752_MARK LOGO: NGS   
 PY0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0752+STABILITY: POSITION/ELEVATION WELL
 PY0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0752+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 PY0752
 PY0752  HISTORY     - Date     Condition        Report By
 PY0752  HISTORY     - 1983     MONUMENTED       NGS
 PY0752  HISTORY     - 19960813 GOOD             IDTD
 PY0752  HISTORY     - 20040814 GOOD             USPSQD
 PY0752
 PY0752                          STATION DESCRIPTION
 PY0752
 PY0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0752'6.6 KM (4.1 MI) NE FROM ASHTON.
 PY0752'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 47 FROM THE UNION PACIFIC
 PY0752'RAILROAD STATION IN ASHTON, THENCE 6.2 KM (3.85 MI) NORTHEASTERLY
 PY0752'ALONG U.S. HIGHWAY 20, 0.7 KM (0.45 MI) NORTH OF MILEPOST 364, IN THE
 PY0752'CENTER OF THE NORTHEAST END OF AN 8 BY 21 FT EXPOSED AREA OF BEDROCK
 PY0752'IN A HIGHWAY CUT, 0.4 KM (0.25 MI) SOUTHWEST OF THE NORTHEAST END OF
 PY0752'THE HIGHWAY CUT, AND 17.7 METERS (58.1 FT) NORTHWEST OF THE CENTER OF
 PY0752'THE HIGHWAY.
 PY0752'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 PY0752'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 PY0752
 PY0752                          STATION RECOVERY (1996)
 PY0752
 PY0752'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 PY0752'FROM THE JUNCTION OF US-20 AND STATE HIGHWAY 47 IN ASHTON, PROCEED
 PY0752'NORTH ON US-20 FOR 6.180 KM (3.840 MILES) TO MILEPOST 361.706 AND THE
 PY0752'MARK ON THE LEFT.
 PY0752
 PY0752                          STATION RECOVERY (2004)
 PY0752
 PY0752'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 PY0752'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0725 ***********************************************************************
 PY0725  DESIGNATION -  B 411
 PY0725  PID         -  PY0725
 PY0725  STATE/COUNTY-  ID/FREMONT
 PY0725  USGS QUAD   -  ISLAND PARK (1964)
 PY0725
 PY0725                         *CURRENT SURVEY CONTROL
 PY0725  ___________________________________________________________________
 PY0725* NAD 83(1986)-  44 29 17.     (N)    111 20 38.     (W)     SCALED    
 PY0725* NAVD 88     -      1958.743  (meters)    6426.31   (feet)  ADJUSTED  
 PY0725  ___________________________________________________________________
 PY0725  GEOID HEIGHT-          -9.26  (meters)                     GEOID03
 PY0725  DYNAMIC HT  -        1957.664 (meters)    6422.77  (feet)  COMP
 PY0725  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 PY0725
 PY0725  VERT ORDER  -  FIRST     CLASS II
 PY0725
 PY0725.The horizontal coordinates were scaled from a topographic map and have
 PY0725.an estimated accuracy of +/- 6 seconds.
 PY0725
 PY0725.The orthometric height was determined by differential leveling
 PY0725.and adjusted by the National Geodetic Survey in June 1991..
 PY0725
 PY0725.The geoid height was determined by GEOID03.
 PY0725
 PY0725.The dynamic height is computed by dividing the NAVD 88
 PY0725.geopotential number by the normal gravity value computed on the
 PY0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0725.degrees latitude (g = 980.6199 gals.).
 PY0725
 PY0725.The modeled gravity was interpolated from observed gravity values.
 PY0725
 PY0725;                    North         East    Units  Estimated Accuracy
 PY0725;SPC ID E     -   313,750.      265,450.      MT  (+/- 180 meters Scaled)
 PY0725
 PY0725                          SUPERSEDED SURVEY CONTROL
 PY0725
 PY0725  NGVD 29 (08/20/92) 1957.553  (m)         6422.41   (f) ADJUSTED    1 2
 PY0725
 PY0725.Superseded values are not recommended for survey control.
 PY0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0725.See file dsdata.txt to determine how the superseded data were derived.
 PY0725
 PY0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ726261(NAD 83)
 PY0725_MARKER: DB = BENCH MARK DISK
 PY0725_SETTING: 66 = SET IN ROCK OUTCROP
 PY0725_SP_SET: ROCK OUTCROP
 PY0725_STAMPING: B 411 1983
 PY0725_MARK LOGO: NGS   
 PY0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0725
 PY0725  HISTORY     - Date     Condition        Report By
 PY0725  HISTORY     - 1983     MONUMENTED       NGS
 PY0725
 PY0725                          STATION DESCRIPTION
 PY0725
 PY0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0725'38.8 KM (23.85 MI) SW FROM WEST YELLOWSTONE MONTANA.
 PY0725'38.8 KM (23.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 20 FROM THE MUSEUM
 PY0725'OF THE YELLOWSTONE IN WEST YELLOWSTONE, IN THE CENTER OF A 4 BY 6 FT
 PY0725'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.3 KM (0.2 MI) SOUTH OF
 PY0725'MILEPOST 392, 134.1 METERS (440.0 FT) NORTH OF THE SOUTH END OF THE
 PY0725'HIGHWAY CUT, AND 9.6 METERS (31.5 FT) WEST OF THE CENTERLINE OF THE
 PY0725'HIGHWAY.
 PY0725'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PY0725'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1126 ***********************************************************************
 QB1126  DESIGNATION -  B 412
 QB1126  PID         -  QB1126
 QB1126  STATE/COUNTY-  ID/WASHINGTON
 QB1126  USGS QUAD   -  WEISER SOUTH (1951)
 QB1126
 QB1126                         *CURRENT SURVEY CONTROL
 QB1126  ___________________________________________________________________
 QB1126* NAD 83(1986)-  44 14 35.     (N)    116 57 33.     (W)     SCALED    
 QB1126* NAVD 88     -       645.059  (meters)    2116.33   (feet)  ADJUSTED  
 QB1126  ___________________________________________________________________
 QB1126  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 QB1126  DYNAMIC HT  -         644.888 (meters)    2115.77  (feet)  COMP
 QB1126  MODELED GRAV-     980,333.1   (mgal)                       NAVD 88
 QB1126
 QB1126  VERT ORDER  -  FIRST     CLASS II
 QB1126
 QB1126.The horizontal coordinates were scaled from a topographic map and have
 QB1126.an estimated accuracy of +/- 6 seconds.
 QB1126
 QB1126.The orthometric height was determined by differential leveling
 QB1126.and adjusted by the National Geodetic Survey in June 1991..
 QB1126
 QB1126.The geoid height was determined by GEOID03.
 QB1126
 QB1126.The dynamic height is computed by dividing the NAVD 88
 QB1126.geopotential number by the normal gravity value computed on the
 QB1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1126.degrees latitude (g = 980.6199 gals.).
 QB1126
 QB1126.The modeled gravity was interpolated from observed gravity values.
 QB1126
 QB1126;                    North         East    Units  Estimated Accuracy
 QB1126;SPC ID W     -   286,910.      703,420.      MT  (+/- 180 meters Scaled)
 QB1126
 QB1126                          SUPERSEDED SURVEY CONTROL
 QB1126
 QB1126.No superseded survey control is available for this station.
 QB1126
 QB1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ032988(NAD 83)
 QB1126_MARKER: DV = VERTICAL CONTROL DISK
 QB1126_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QB1126_SP_SET: BRIDGE SIDEWALK
 QB1126_STAMPING: B 412 1983
 QB1126_MARK LOGO: NGS   
 QB1126_PROJECTION: FLUSH
 QB1126_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QB1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB1126+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2001
 QB1126
 QB1126  HISTORY     - Date     Condition        Report By
 QB1126  HISTORY     - 1983     MONUMENTED       NGS
 QB1126  HISTORY     - 19980624 GOOD             IDTD
 QB1126  HISTORY     - 20010820 GOOD             IDTD
 QB1126
 QB1126                          STATION DESCRIPTION
 QB1126
 QB1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1126'1.3 KM (0.8 MI) SE FROM WEISER.
 QB1126'0.15 KM (0.1 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 QB1126'WEISER, THENCE 1.2 KM (0.75 MI) SOUTHEAST ALONG US HIGHWAY 95, IN TOP
 QB1126'OF AND 0.15 METER (0.5 FT) SOUTH OF THE NORTH END OF THE WEST SIDEWALK
 QB1126'OF THE WEISER RIVER BRIDGE, 5.2 METERS (17 FT) WEST OF THE CENTERLINE
 QB1126'OF THE HIGHWAY, 0.15 METER (0.5 FT) EAST OF THE EAST EDGE OF THE
 QB1126'CONCRETE GUARDRAIL.
 QB1126'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
 QB1126
 QB1126                          STATION RECOVERY (1998)
 QB1126
 QB1126'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 QB1126'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  NOTE--THIS BENCH MARK
 QB1126'WILL BE DESTROYED IN THE NEAR FUTURE WHEN THE BRIDGE IS REPLACED. SEE
 QB1126'B 412 RESET 1998.
 QB1126
 QB1126                          STATION RECOVERY (2001)
 QB1126
 QB1126'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 QB1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH4685 ***********************************************************************
 AH4685  DESIGNATION -  B 412 RESET
 AH4685  PID         -  AH4685
 AH4685  STATE/COUNTY-  ID/WASHINGTON
 AH4685  USGS QUAD   -  WEISER SOUTH (1951)
 AH4685
 AH4685                         *CURRENT SURVEY CONTROL
 AH4685  ___________________________________________________________________
 AH4685* NAD 83(1986)-  44 14 35.     (N)    116 57 37.     (W)     SCALED    
 AH4685* NAVD 88     -       644.138  (meters)    2113.31   (feet)  ADJUSTED  
 AH4685  ___________________________________________________________________
 AH4685  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 AH4685  DYNAMIC HT  -         643.967 (meters)    2112.75  (feet)  COMP
 AH4685  MODELED GRAV-     980,333.0   (mgal)                       NAVD 88
 AH4685
 AH4685  VERT ORDER  -  SECOND    CLASS II
 AH4685
 AH4685.The horizontal coordinates were scaled from a topographic map and have
 AH4685.an estimated accuracy of +/- 6 seconds.
 AH4685
 AH4685.The orthometric height was determined by differential leveling
 AH4685.and adjusted by the National Geodetic Survey in September 1999..
 AH4685.No vertical observational check was made to the station.
 AH4685
 AH4685.The geoid height was determined by GEOID03.
 AH4685
 AH4685.The dynamic height is computed by dividing the NAVD 88
 AH4685.geopotential number by the normal gravity value computed on the
 AH4685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4685.degrees latitude (g = 980.6199 gals.).
 AH4685
 AH4685.The modeled gravity was interpolated from observed gravity values.
 AH4685
 AH4685;                    North         East    Units  Estimated Accuracy
 AH4685;SPC ID W     -   286,910.      703,330.      MT  (+/- 180 meters Scaled)
 AH4685
 AH4685                          SUPERSEDED SURVEY CONTROL
 AH4685
 AH4685.No superseded survey control is available for this station.
 AH4685
 AH4685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ031988(NAD 83)
 AH4685_MARKER: DV = VERTICAL CONTROL DISK
 AH4685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4685_STAMPING: B 412 RESET 1998
 AH4685_MARK LOGO: NGS   
 AH4685_PROJECTION: FLUSH
 AH4685_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4685+STABILITY: SURFACE MOTION
 AH4685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4685+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH4685
 AH4685  HISTORY     - Date     Condition        Report By
 AH4685  HISTORY     - 1998     MONUMENTED       IDTD
 AH4685  HISTORY     - 20010815 GOOD             IDTD
 AH4685
 AH4685                          STATION DESCRIPTION
 AH4685
 AH4685'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 AH4685'REACHED FROM THE JUNCTION OF EAST MAIN STREET AND U.S. HIGHWAY 95 IN
 AH4685'WEISER, GO SOUTH ON U.S. HIGHWAY 95 FOR 0.25 KM (0.15 MI) TO THE NORTH
 AH4685'END OF THE BRIDGE OVER THE WEISER RIVER AND MARK ON THE LEFT SET
 AH4685'BETWEEN 2 6 BY 8 INCH VERTICALLY SET RAILROAD TIES MARKING A FOOT
 AH4685'TRAIL ALONG THE OLD RAILROAD BED.  LOCATED 16.5 M (54.1 FT) EAST OF
 AH4685'THE EXISTING HIGHWAY CENTERLINE, 4.2 M (13.8 FT) SOUTH OF THE
 AH4685'APPROXIMATE CENTER OF THE TRAIL, 27.6 M (90.6 FT) NORTHEAST OF BENCH
 AH4685'MARK B 412, 0.6 M (2.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AH4685'NORTH RAILROAD TIE, 0.6 M (2.0 FT) NORTHEAST OF THE NORTHEAST CORNER
 AH4685'OF THE SOUTH RAILROAD TIE AND 0.7 M (2.3 FT) EAST OF A FIBERGLASS
 AH4685'WITNESS POST.  MARK IS A 12-INCH IN DIAMETER CONCRETE POST SET FLUSH
 AH4685'WITH THE SURFACE OF THE GROUND AND TO A DEPTH OF 1.1 METER.
 AH4685
 AH4685                          STATION RECOVERY (2001)
 AH4685
 AH4685'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 AH4685'RECOVERED AS DESCRIBED AND IN GOOD CONDITION EXCEPT THE 2 VERTICALLY
 AH4685'SET RAILROAD TIES HAVE BEEN MOVED TO THE NORTH.  THE MARK IS NOW 39.3
 AH4685'FT (12.0 M) NORTHEAST OF A POWER POLE, 36.8 FT (11.2 M) SOUTHEAST OF A
 AH4685'POWER POLE, 10.0 FT (3.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AH4685'SOUTH RAILROAD TIE AND 3-INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0793 ***********************************************************************
 NV0793  DESIGNATION -  B 413
 NV0793  PID         -  NV0793
 NV0793  STATE/COUNTY-  ID/ELMORE
 NV0793  USGS QUAD   -  GLENNS FERRY (1992)
 NV0793
 NV0793                         *CURRENT SURVEY CONTROL
 NV0793  ___________________________________________________________________
 NV0793* NAD 83(1986)-  42 57 27.     (N)    115 20 59.     (W)     SCALED    
 NV0793* NAVD 88     -       771.915  (meters)    2532.52   (feet)  ADJUSTED  
 NV0793  ___________________________________________________________________
 NV0793  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 NV0793  DYNAMIC HT  -         771.594 (meters)    2531.47  (feet)  COMP
 NV0793  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 NV0793
 NV0793  VERT ORDER  -  FIRST     CLASS II
 NV0793
 NV0793.The horizontal coordinates were scaled from a topographic map and have
 NV0793.an estimated accuracy of +/- 6 seconds.
 NV0793
 NV0793.The orthometric height was determined by differential leveling
 NV0793.and adjusted by the National Geodetic Survey in June 1991..
 NV0793
 NV0793.The geoid height was determined by GEOID03.
 NV0793
 NV0793.The dynamic height is computed by dividing the NAVD 88
 NV0793.geopotential number by the normal gravity value computed on the
 NV0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0793.degrees latitude (g = 980.6199 gals.).
 NV0793
 NV0793.The modeled gravity was interpolated from observed gravity values.
 NV0793
 NV0793;                    North         East    Units  Estimated Accuracy
 NV0793;SPC ID W     -   143,450.      832,660.      MT  (+/- 180 meters Scaled)
 NV0793
 NV0793                          SUPERSEDED SURVEY CONTROL
 NV0793
 NV0793.No superseded survey control is available for this station.
 NV0793
 NV0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH346574(NAD 83)
 NV0793_MARKER: I = METAL ROD
 NV0793_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0793_SP_SET: STAINLESS STEEL ROD
 NV0793_STAMPING: B 413 1983
 NV0793_MARK LOGO: NGS   
 NV0793_PROJECTION: FLUSH
 NV0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0793_ROD/PIPE-DEPTH: 10.6 meters
 NV0793
 NV0793  HISTORY     - Date     Condition        Report By
 NV0793  HISTORY     - 1983     MONUMENTED       NGS
 NV0793
 NV0793                          STATION DESCRIPTION
 NV0793
 NV0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0793'4.5 KM (2.8 MI) WEST FROM GLENNS FERRY.
 NV0793'4.55 KM (2.85 MI) WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0793'STATION AT GLENNS FERRY, AT THE NORTH HIGH TENSION POWER LINE
 NV0793'STRUCTURE FOR THE POWER LINE CROSSING THE RAILROAD AND THE OLD OREGON
 NV0793'TRAIL HIGHWAY, 0.4 KM (0.25 MI) EAST OF MILEPOLE 377, 55.5 METERS (182
 NV0793'FT) NORTH ACROSS THE HIGHWAY FROM THE NORTH RAIL OF THE NORTH TRACKS,
 NV0793'11.6 METERS (38 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.9 METERS (9.5
 NV0793'FT) EAST OF THE EAST POLE OF THE STRUCTURE, 2.4 METERS (8 FT) SOUTH OF
 NV0793'THE RIGHT OF WAY FENCE.
 NV0793'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 NV0793'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0820 ***********************************************************************
 NV0820  DESIGNATION -  B 414
 NV0820  PID         -  NV0820
 NV0820  STATE/COUNTY-  ID/LINCOLN
 NV0820  USGS QUAD   -  TUNUPA (1992)
 NV0820
 NV0820                         *CURRENT SURVEY CONTROL
 NV0820  ___________________________________________________________________
 NV0820* NAD 83(1986)-  42 55 51.     (N)    114 34 22.     (W)     SCALED    
 NV0820* NAVD 88     -      1141.837  (meters)    3746.18   (feet)  ADJUSTED  
 NV0820  ___________________________________________________________________
 NV0820  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 NV0820  DYNAMIC HT  -        1141.275 (meters)    3744.33  (feet)  COMP
 NV0820  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 NV0820
 NV0820  VERT ORDER  -  FIRST     CLASS II
 NV0820
 NV0820.The horizontal coordinates were scaled from a topographic map and have
 NV0820.an estimated accuracy of +/- 6 seconds.
 NV0820
 NV0820.The orthometric height was determined by differential leveling
 NV0820.and adjusted by the National Geodetic Survey in June 1991..
 NV0820
 NV0820.The geoid height was determined by GEOID03.
 NV0820
 NV0820.The dynamic height is computed by dividing the NAVD 88
 NV0820.geopotential number by the normal gravity value computed on the
 NV0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0820.degrees latitude (g = 980.6199 gals.).
 NV0820
 NV0820.The modeled gravity was interpolated from observed gravity values.
 NV0820
 NV0820;                    North         East    Units  Estimated Accuracy
 NV0820;SPC ID C     -   140,570.      453,250.      MT  (+/- 180 meters Scaled)
 NV0820
 NV0820                          SUPERSEDED SURVEY CONTROL
 NV0820
 NV0820.No superseded survey control is available for this station.
 NV0820
 NV0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH980559(NAD 83)
 NV0820_MARKER: DB = BENCH MARK DISK
 NV0820_SETTING: 66 = SET IN ROCK OUTCROP
 NV0820_SP_SET: ROCK OUTCROP
 NV0820_STAMPING: B 414 1983
 NV0820_MARK LOGO: NGS   
 NV0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0820+STABILITY: POSITION/ELEVATION WELL
 NV0820
 NV0820  HISTORY     - Date     Condition        Report By
 NV0820  HISTORY     - 1983     MONUMENTED       NGS
 NV0820
 NV0820                          STATION DESCRIPTION
 NV0820
 NV0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0820'14.0 KM (8.7 MI) WEST FROM SHOSHONE.
 NV0820'14.0 KM (8.75 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF U.S.
 NV0820'HIGHWAY 93 AT SHOSHONE, 1.0 METER (3 FT) NORTHEAST OF THE SOUTHWEST
 NV0820'EDGE OF A 24 BY 36 FOOT PORTION OF VOLCANIC OUTCROP FLUSH WITH THE
 NV0820'SURFACE OF THE GROUND, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST 157,
 NV0820'56.1 METERS (184 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 43.0 METERS
 NV0820'(141 FT) SOUTHWEST OF THE WEST END OF THE LONG BEDROCK CUT, 14.0
 NV0820'METERS (46 FT) WEST-NORTHWEST OF THE NORTHWEST WOODEN BRACE IN THE
 NV0820'FENCE AND 5.2 METERS (17 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 NV0820'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 NV0820'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1129 ***********************************************************************
 OH1129  DESIGNATION -  B 415
 OH1129  PID         -  OH1129
 OH1129  STATE/COUNTY-  ID/ADA
 OH1129  USGS QUAD   -  BOISE SOUTH (1976)
 OH1129
 OH1129                         *CURRENT SURVEY CONTROL
 OH1129  ___________________________________________________________________
 OH1129* NAD 83(1986)-  43 31 45.     (N)    116 09 00.     (W)     SCALED    
 OH1129* NAVD 88     -       931.334  (meters)    3055.55   (feet)  ADJUSTED  
 OH1129  ___________________________________________________________________
 OH1129  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 OH1129  DYNAMIC HT  -         930.960 (meters)    3054.32  (feet)  COMP
 OH1129  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 OH1129
 OH1129  VERT ORDER  -  FIRST     CLASS II
 OH1129
 OH1129.The horizontal coordinates were scaled from a topographic map and have
 OH1129.an estimated accuracy of +/- 6 seconds.
 OH1129
 OH1129.The orthometric height was determined by differential leveling
 OH1129.and adjusted by the National Geodetic Survey in June 1991..
 OH1129
 OH1129.The geoid height was determined by GEOID03.
 OH1129
 OH1129.The dynamic height is computed by dividing the NAVD 88
 OH1129.geopotential number by the normal gravity value computed on the
 OH1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1129.degrees latitude (g = 980.6199 gals.).
 OH1129
 OH1129.The modeled gravity was interpolated from observed gravity values.
 OH1129
 OH1129;                    North         East    Units  Estimated Accuracy
 OH1129;SPC ID W     -   206,960.      767,670.      MT  (+/- 180 meters Scaled)
 OH1129
 OH1129                          SUPERSEDED SURVEY CONTROL
 OH1129
 OH1129.No superseded survey control is available for this station.
 OH1129
 OH1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ686199(NAD 83)
 OH1129_MARKER: DB = BENCH MARK DISK
 OH1129_SETTING: 66 = SET IN ROCK OUTCROP
 OH1129_SP_SET: ROCK OUTCROP
 OH1129_STAMPING: B 415 1983
 OH1129_MARK LOGO: NGS   
 OH1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH1129+STABILITY: POSITION/ELEVATION WELL
 OH1129
 OH1129  HISTORY     - Date     Condition        Report By
 OH1129  HISTORY     - 1983     MONUMENTED       NGS
 OH1129
 OH1129                          STATION DESCRIPTION
 OH1129
 OH1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1129'10.1 KM (6.3 MI) SE FROM BOISE.
 OH1129'10.1 KM (6.3 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC
 OH1129'RAILROAD STATION AT BOISE, IN TOP OF A 3- BY 3-FOOT LEDGE OF GRAY
 OH1129'OUTCROP AT THE CENTER OF A LOW CUT AND NEAR THE SOUTHWEST CORNER OF
 OH1129'THE POND AT THE MICRON TECHNOLOGY OFFICES, 0.3 KM (0.2 MI) SOUTHEAST
 OH1129'OF THE T-JUNCTION OF COLUMBIA ROAD, 8.5 METERS (28 FT) NORTHEAST OF
 OH1129'THE ROAD CENTERLINE, 26.0 METERS (85 FT) SOUTH OF A FENCE AROUND THE
 OH1129'POND, 17.0 METERS (56 FT) SOUTH OF A LIGHT POLE.
 OH1129'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 OH1129'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1119 ***********************************************************************
 OH1119  DESIGNATION -  B 416
 OH1119  PID         -  OH1119
 OH1119  STATE/COUNTY-  ID/ADA
 OH1119  USGS QUAD   -  MERIDIAN (1971)
 OH1119
 OH1119                         *CURRENT SURVEY CONTROL
 OH1119  ___________________________________________________________________
 OH1119* NAD 83(1986)-  43 36 13.     (N)    116 23 30.     (W)     SCALED    
 OH1119* NAVD 88     -       798.688  (meters)    2620.36   (feet)  ADJUSTED  
 OH1119  ___________________________________________________________________
 OH1119  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 OH1119  DYNAMIC HT  -         798.400 (meters)    2619.42  (feet)  COMP
 OH1119  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 OH1119
 OH1119  VERT ORDER  -  FIRST     CLASS II
 OH1119
 OH1119.The horizontal coordinates were scaled from a topographic map and have
 OH1119.an estimated accuracy of +/- 6 seconds.
 OH1119
 OH1119.The orthometric height was determined by differential leveling
 OH1119.and adjusted by the National Geodetic Survey in June 1991..
 OH1119
 OH1119.The geoid height was determined by GEOID03.
 OH1119
 OH1119.The dynamic height is computed by dividing the NAVD 88
 OH1119.geopotential number by the normal gravity value computed on the
 OH1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1119.degrees latitude (g = 980.6199 gals.).
 OH1119
 OH1119.The modeled gravity was interpolated from observed gravity values.
 OH1119
 OH1119;                    North         East    Units  Estimated Accuracy
 OH1119;SPC ID W     -   215,350.      748,200.      MT  (+/- 180 meters Scaled)
 OH1119
 OH1119                          SUPERSEDED SURVEY CONTROL
 OH1119
 OH1119.No superseded survey control is available for this station.
 OH1119
 OH1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ490280(NAD 83)
 OH1119_MARKER: DV = VERTICAL CONTROL DISK
 OH1119_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OH1119+WITH SETTING: PAVEMENT
 OH1119_SP_SET: FLAGPOLE FOUNDATION
 OH1119_STAMPING: B 416 1983
 OH1119_MARK LOGO: NGS   
 OH1119_PROJECTION: FLUSH
 OH1119_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1119+STABILITY: SURFACE MOTION
 OH1119
 OH1119  HISTORY     - Date     Condition        Report By
 OH1119  HISTORY     - 1983     MONUMENTED       NGS
 OH1119  HISTORY     - 19980616 GOOD             IDTD
 OH1119  HISTORY     - 20060618 GOOD             GEOCAC
 OH1119
 OH1119                          STATION DESCRIPTION
 OH1119
 OH1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1119'15.3 KM (9.5 MI) NE FROM NAMPA.
 OH1119'15.3 KM (9.5 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN
 OH1119'NAMPA, IN TOP OF THE SOUTHEAST CORNER OF AN 8- BY 8-FOOT CONCRETE
 OH1119'FLAGPOLE FOUNDATION AT THE MERIDIAN CITY PARK, ALSO 14.3 KM (8.9 MI)
 OH1119'WEST OF BOISE, 95.0 METERS (312 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 OH1119'48.0 METERS (157 FT) EAST OF THE CENTER OF FIRST STREET, 13.0 METERS
 OH1119'(43 FT) NORTH OF A MACADAM CURB, 12.0 METERS (39 FT) NORTHEAST OF THE
 OH1119'NORTHEAST CORNER OF A SMALL METAL BUILDING.
 OH1119'THE MARK IS 0.4 M ABOVE THE GROUND.
 OH1119
 OH1119                          STATION RECOVERY (1998)
 OH1119
 OH1119'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 OH1119'IN MERIDIAN, AT THE JUNCTION OF FRANKLIN ROAD AND FIRST STREET IN THE
 OH1119'MERIDIAN CITY PARK IN THE SOUTHEAST CORNER OF AN 8 BY 8 FOOT (2.4 M)
 OH1119'CONCRETE SLAB FOR A FLAGPOLE.
 OH1119
 OH1119                          STATION RECOVERY (2006)
 OH1119
 OH1119'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 OH1119'GEOCAC FIRST REPORT.
 OH1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1093 ***********************************************************************
 OH1093  DESIGNATION -  B 417
 OH1093  PID         -  OH1093
 OH1093  STATE/COUNTY-  ID/CANYON
 OH1093  USGS QUAD   -  PARMA (1975)
 OH1093
 OH1093                         *CURRENT SURVEY CONTROL
 OH1093  ___________________________________________________________________
 OH1093* NAD 83(1986)-  43 46 33.     (N)    116 55 40.     (W)     SCALED    
 OH1093* NAVD 88     -       683.045  (meters)    2240.96   (feet)  ADJUSTED  
 OH1093  ___________________________________________________________________
 OH1093  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 OH1093  DYNAMIC HT  -         682.822 (meters)    2240.23  (feet)  COMP
 OH1093  MODELED GRAV-     980,269.8   (mgal)                       NAVD 88
 OH1093
 OH1093  VERT ORDER  -  FIRST     CLASS II
 OH1093
 OH1093.The horizontal coordinates were scaled from a topographic map and have
 OH1093.an estimated accuracy of +/- 6 seconds.
 OH1093
 OH1093.The orthometric height was determined by differential leveling
 OH1093.and adjusted by the National Geodetic Survey in June 1991..
 OH1093
 OH1093.The geoid height was determined by GEOID03.
 OH1093
 OH1093.The dynamic height is computed by dividing the NAVD 88
 OH1093.geopotential number by the normal gravity value computed on the
 OH1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1093.degrees latitude (g = 980.6199 gals.).
 OH1093
 OH1093.The modeled gravity was interpolated from observed gravity values.
 OH1093
 OH1093;                    North         East    Units  Estimated Accuracy
 OH1093;SPC ID W     -   234,960.      705,190.      MT  (+/- 180 meters Scaled)
 OH1093
 OH1093                          SUPERSEDED SURVEY CONTROL
 OH1093
 OH1093.No superseded survey control is available for this station.
 OH1093
 OH1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ058469(NAD 83)
 OH1093_MARKER: I = METAL ROD
 OH1093_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1093_SP_SET: STAINLESS STEEL ROD
 OH1093_STAMPING: B 417 1983
 OH1093_MARK LOGO: NGS   
 OH1093_PROJECTION: FLUSH
 OH1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1093_ROD/PIPE-DEPTH: 8.5  meters
 OH1093
 OH1093  HISTORY     - Date     Condition        Report By
 OH1093  HISTORY     - 1983     MONUMENTED       NGS
 OH1093
 OH1093                          STATION DESCRIPTION
 OH1093
 OH1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1093'21.7 KM (13.5 MI) NW FROM CALDWELL.
 OH1093'21.7 KM (13.5 MI) NORTHWEST ALONG US HIGHWAYS 20, 26 AND 95 FROM THE
 OH1093'T-JUNCTION OF INTERSTATE 84 IN CALDWELL, IN THE EAST CORNER OF THE
 OH1093'T-JUNCTION OF A DIRT ROAD AND IN LINE WITH A TELEPHONE LINE, 0.3 KM
 OH1093'(0.2 MI) SOUTHEAST OF MARKET ROAD, 0.5 KM (0.3 MI) NORTHWEST OF US
 OH1093'HIGHWAY 95 MILEPOST 46, 15.0 METERS (49 FT) NORTHEAST OF THE HIGHWAY
 OH1093'CENTERLINE, 48.0 METERS (159 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 OH1093'CORNER OF A CONCRETE BLOCK BUILDING, 11.0 METERS (36 FT) SOUTHEAST OF
 OH1093'THE CENTER OF A DIRT ROAD, 1.6 METERS (6 FT) SOUTHWEST OF A FENCE AND
 OH1093'1.0 METER (3 FT) NORTHWEST OF TELEPHONE POLE 4.
 OH1093'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 OH1093'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0842 ***********************************************************************
 OZ0842  DESIGNATION -  B 418
 OZ0842  PID         -  OZ0842
 OZ0842  STATE/COUNTY-  ID/ELMORE
 OZ0842  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0842
 OZ0842                         *CURRENT SURVEY CONTROL
 OZ0842  ___________________________________________________________________
 OZ0842* NAD 83(1986)-  43 03 22.     (N)    115 43 52.     (W)     SCALED    
 OZ0842* NAVD 88     -       941.172  (meters)    3087.83   (feet)  ADJUSTED  
 OZ0842  ___________________________________________________________________
 OZ0842  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 OZ0842  DYNAMIC HT  -         940.788 (meters)    3086.57  (feet)  COMP
 OZ0842  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 OZ0842
 OZ0842  VERT ORDER  -  FIRST     CLASS II
 OZ0842
 OZ0842.The horizontal coordinates were scaled from a topographic map and have
 OZ0842.an estimated accuracy of +/- 6 seconds.
 OZ0842
 OZ0842.The orthometric height was determined by differential leveling
 OZ0842.and adjusted by the National Geodetic Survey in June 1991..
 OZ0842
 OZ0842.The geoid height was determined by GEOID03.
 OZ0842
 OZ0842.The dynamic height is computed by dividing the NAVD 88
 OZ0842.geopotential number by the normal gravity value computed on the
 OZ0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0842.degrees latitude (g = 980.6199 gals.).
 OZ0842
 OZ0842.The modeled gravity was interpolated from observed gravity values.
 OZ0842
 OZ0842;                    North         East    Units  Estimated Accuracy
 OZ0842;SPC ID W     -   154,330.      801,540.      MT  (+/- 180 meters Scaled)
 OZ0842
 OZ0842                          SUPERSEDED SURVEY CONTROL
 OZ0842
 OZ0842.No superseded survey control is available for this station.
 OZ0842
 OZ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH033678(NAD 83)
 OZ0842_MARKER: DV = VERTICAL CONTROL DISK
 OZ0842_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0842_SP_SET: ROCK OUTCROP
 OZ0842_STAMPING: B 418 1983
 OZ0842_MARK LOGO: NGS   
 OZ0842_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0842+STABILITY: POSITION/ELEVATION WELL
 OZ0842
 OZ0842  HISTORY     - Date     Condition        Report By
 OZ0842  HISTORY     - 1983     MONUMENTED       NGS
 OZ0842  HISTORY     - 19840601 GOOD             NGS
 OZ0842
 OZ0842                          STATION DESCRIPTION
 OZ0842
 OZ0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 OZ0842'LOCATION--10.8 KM (6.7 MI) SOUTH OF MOUNTAIN HOME. 10.8 KM (6.7 MI)
 OZ0842'SOUTH ALONG STATE 51 HIGHWAY FROM THE RAILROAD UNDERPASS AT MOUNTAIN
 OZ0842'HOME, IN TOP OF A SMALL PORTION OF LAVA OUTCROP IN A LOW CUT, 0.3 KM
 OZ0842'(0.2 MI) NORTH OF A POWER LINE CROSSING AND THE ENTRANCE TO THE AIR
 OZ0842'STRIP, 7.9 M (26 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE AND 7.9 M (26
 OZ0842'FT) WEST OF A FENCE.  0.6 M ABOVE THE HIGHWAY.  0.6 M NORTH FROM A
 OZ0842'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0913 ***********************************************************************
 NV0913  DESIGNATION -  B 419
 NV0913  PID         -  NV0913
 NV0913  STATE/COUNTY-  ID/OWYHEE
 NV0913  USGS QUAD   -  LITTLE VALLEY (1992)
 NV0913
 NV0913                         *CURRENT SURVEY CONTROL
 NV0913  ___________________________________________________________________
 NV0913* NAD 83(1986)-  42 45 12.     (N)    115 54 13.     (W)     SCALED    
 NV0913* NAVD 88     -       904.802  (meters)    2968.50   (feet)  ADJUSTED  
 NV0913  ___________________________________________________________________
 NV0913  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 NV0913  DYNAMIC HT  -         904.372 (meters)    2967.09  (feet)  COMP
 NV0913  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 NV0913
 NV0913  VERT ORDER  -  FIRST     CLASS II
 NV0913
 NV0913.The horizontal coordinates were scaled from a topographic map and have
 NV0913.an estimated accuracy of +/- 6 seconds.
 NV0913
 NV0913.The orthometric height was determined by differential leveling
 NV0913.and adjusted by the National Geodetic Survey in June 1991..
 NV0913
 NV0913.The geoid height was determined by GEOID03.
 NV0913
 NV0913.The dynamic height is computed by dividing the NAVD 88
 NV0913.geopotential number by the normal gravity value computed on the
 NV0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0913.degrees latitude (g = 980.6199 gals.).
 NV0913
 NV0913.The modeled gravity was interpolated from observed gravity values.
 NV0913
 NV0913;                    North         East    Units  Estimated Accuracy
 NV0913;SPC ID W     -   120,710.      787,430.      MT  (+/- 180 meters Scaled)
 NV0913
 NV0913                          SUPERSEDED SURVEY CONTROL
 NV0913
 NV0913.No superseded survey control is available for this station.
 NV0913
 NV0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH897340(NAD 83)
 NV0913_MARKER: I = METAL ROD
 NV0913_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NV0913+WITH SETTING: INFORMATION.
 NV0913_SP_SET: SHALLOW-SET METAL ROD
 NV0913_STAMPING: B 419 1983
 NV0913_MARK LOGO: NGS   
 NV0913_MAGNETIC: I = MARKER IS A STEEL ROD
 NV0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0913
 NV0913  HISTORY     - Date     Condition        Report By
 NV0913  HISTORY     - 1983     MONUMENTED       NGS
 NV0913  HISTORY     - 19840601 GOOD             NGS
 NV0913
 NV0913                          STATION DESCRIPTION
 NV0913
 NV0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0913'LOCATION--19.8 KM (12.3 MI) SOUTH OF BRUNEAU. 19.8 KM (12.3 MI) SOUTH
 NV0913'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0913'BRUNEAU, AT THE T JUNCTION OF A FIELD ROAD LEADING EAST, 17.4 M (57
 NV0913'FT) EAST OF THE HIGHWAY CENTERLINE AND 28.0 M (92 FT) NORTH OF THE
 NV0913'CENTER OF THE FIELD ROAD.   A SHALLOW-SET METAL ROD SET TO THE DEPTH
 NV0913'OF 1.6 M ENCASED IN A PIPE FLUSH WITH THE GROUND.  0.3 M ABOVE THE
 NV0913'HIGHWAY.  0.6 M WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0942 ***********************************************************************
 NV0942  DESIGNATION -  B 420
 NV0942  PID         -  NV0942
 NV0942  STATE/COUNTY-  ID/OWYHEE
 NV0942  USGS QUAD   -  GRASMERE RESERVOIR (1979)
 NV0942
 NV0942                         *CURRENT SURVEY CONTROL
 NV0942  ___________________________________________________________________
 NV0942* NAD 83(1986)-  42 21 16.     (N)    115 53 05.     (W)     SCALED    
 NV0942* NAVD 88     -      1566.746  (meters)    5140.23   (feet)  ADJUSTED  
 NV0942  ___________________________________________________________________
 NV0942  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 NV0942  DYNAMIC HT  -        1565.720 (meters)    5136.87  (feet)  COMP
 NV0942  MODELED GRAV-     979,911.3   (mgal)                       NAVD 88
 NV0942
 NV0942  VERT ORDER  -  FIRST     CLASS II
 NV0942
 NV0942.The horizontal coordinates were scaled from a topographic map and have
 NV0942.an estimated accuracy of +/- 6 seconds.
 NV0942
 NV0942.The orthometric height was determined by differential leveling
 NV0942.and adjusted by the National Geodetic Survey in June 1991..
 NV0942
 NV0942.The geoid height was determined by GEOID03.
 NV0942
 NV0942.The dynamic height is computed by dividing the NAVD 88
 NV0942.geopotential number by the normal gravity value computed on the
 NV0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0942.degrees latitude (g = 980.6199 gals.).
 NV0942
 NV0942.The modeled gravity was interpolated from observed gravity values.
 NV0942
 NV0942;                    North         East    Units  Estimated Accuracy
 NV0942;SPC ID W     -    76,400.      788,900.      MT  (+/- 180 meters Scaled)
 NV0942
 NV0942                          SUPERSEDED SURVEY CONTROL
 NV0942
 NV0942.No superseded survey control is available for this station.
 NV0942
 NV0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG918897(NAD 83)
 NV0942_MARKER: I = METAL ROD
 NV0942_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NV0942+WITH SETTING: INFORMATION.
 NV0942_SP_SET: SHALLOW-SET METAL ROD
 NV0942_STAMPING: B 420 1983
 NV0942_MARK LOGO: NGS   
 NV0942_MAGNETIC: I = MARKER IS A STEEL ROD
 NV0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0942
 NV0942  HISTORY     - Date     Condition        Report By
 NV0942  HISTORY     - 1983     MONUMENTED       NGS
 NV0942  HISTORY     - 19840601 GOOD             NGS
 NV0942
 NV0942                          STATION DESCRIPTION
 NV0942
 NV0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0942'LOCATION--28.2 KM (17.5 MI) NORTH OF RIDDLE. 28.2 KM (17.5 MI) NORTH
 NV0942'ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE, 24.4 M (80 FT) WEST
 NV0942'OF THE HIGHWAY CENTERLINE, 32.0 M (105 FT) WEST OF MILEPOST 31, 42.6 M
 NV0942'(140 FT) WEST OF A T JUNCTION FENCE POST AND A FIELD ROAD LEADING EAST
 NV0942'AND 0.3 M (1 FT) EAST OF AND BETWEEN BRACE POSTS IN THE RIGHT OF WAY
 NV0942'FENCE.  A SHALLOW-SET METAL ROD SET TO THE DEPTH OF 1.8 M ENCASED IN A
 NV0942'PIPE FLUSH WITH THE GROUND.  ABOUT LEVEL WITH THE HIGHWAY.  0.4 M EAST
 NV0942'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0847 ***********************************************************************
 NV0847  DESIGNATION -  B 422
 NV0847  PID         -  NV0847
 NV0847  STATE/COUNTY-  ID/JEROME
 NV0847  USGS QUAD   -  FALLS CITY (1992)
 NV0847
 NV0847                         *CURRENT SURVEY CONTROL
 NV0847  ___________________________________________________________________
 NV0847* NAD 83(1986)-  42 43 26.     (N)    114 26 30.     (W)     SCALED    
 NV0847* NAVD 88     -      1239.719  (meters)    4067.31   (feet)  ADJUSTED  
 NV0847  ___________________________________________________________________
 NV0847  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 NV0847  DYNAMIC HT  -        1239.052 (meters)    4065.12  (feet)  COMP
 NV0847  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 NV0847
 NV0847  VERT ORDER  -  FIRST     CLASS II
 NV0847
 NV0847.The horizontal coordinates were scaled from a topographic map and have
 NV0847.an estimated accuracy of +/- 6 seconds.
 NV0847
 NV0847.The orthometric height was determined by differential leveling
 NV0847.and adjusted by the National Geodetic Survey in June 1991..
 NV0847
 NV0847.The geoid height was determined by GEOID03.
 NV0847
 NV0847.The dynamic height is computed by dividing the NAVD 88
 NV0847.geopotential number by the normal gravity value computed on the
 NV0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0847.degrees latitude (g = 980.6199 gals.).
 NV0847
 NV0847.The modeled gravity was interpolated from observed gravity values.
 NV0847
 NV0847;                    North         East    Units  Estimated Accuracy
 NV0847;SPC ID C     -   117,520.      463,830.      MT  (+/- 180 meters Scaled)
 NV0847
 NV0847                          SUPERSEDED SURVEY CONTROL
 NV0847
 NV0847.No superseded survey control is available for this station.
 NV0847
 NV0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH094333(NAD 83)
 NV0847_MARKER: DB = BENCH MARK DISK
 NV0847_SETTING: 66 = SET IN ROCK OUTCROP
 NV0847_SP_SET: ROCK OUTCROP
 NV0847_STAMPING: B 422 1983
 NV0847_MARK LOGO: NGS   
 NV0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0847+STABILITY: POSITION/ELEVATION WELL
 NV0847
 NV0847  HISTORY     - Date     Condition        Report By
 NV0847  HISTORY     - 1983     MONUMENTED       NGS
 NV0847  HISTORY     - 19920713 MARK NOT FOUND   NGS
 NV0847
 NV0847                          STATION DESCRIPTION
 NV0847
 NV0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0847'20.0 KM (12.5 MI) NORTH FROM TWIN FALLS.
 NV0847'19.85 KM (12.4 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0847'STATE HIGHWAY 74 AT TWIN FALLS, THENCE 0.17 KM (0.1 MI) EAST ALONG
 NV0847'STATE HIGHWAY 25, IN TOP OF THE EAST END OF A 2 BY 5 FOOT FLAT TOP
 NV0847'ROCK SHELF IN THE WEST END OF A LOW BEDROCK CUT, 6.4 METERS (21 FT)
 NV0847'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES, 98.6 METERS (323 FT)
 NV0847'WEST OF THE EXTENDED CENTER OF A PRIVATE ROAD LEADING NORTH, 23.4
 NV0847'METERS (77 FT) SOUTHEAST ACROSS THE HIGHWAY FROM THE SOUTHEAST FENCE
 NV0847'CORNER FOR A FENCE AROUND A HIGHWAY DEPARTMENT GRAVEL YARD AND 0.3
 NV0847'METER (1 FT) SOUTH OF THE NORTH EDGE OF THE ROCK SHELF.
 NV0847'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 NV0847'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 NV0847
 NV0847                          STATION RECOVERY (1992)
 NV0847
 NV0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0847'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 NV0847'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0876 ***********************************************************************
 NV0876  DESIGNATION -  B 423
 NV0876  PID         -  NV0876
 NV0876  STATE/COUNTY-  ID/TWIN FALLS
 NV0876  USGS QUAD   -  KIMBERLY (1992)
 NV0876
 NV0876                         *CURRENT SURVEY CONTROL
 NV0876  ___________________________________________________________________
 NV0876* NAD 83(1986)-  42 31 59.     (N)    114 16 08.     (W)     SCALED    
 NV0876* NAVD 88     -      1244.623  (meters)    4083.40   (feet)  ADJUSTED  
 NV0876  ___________________________________________________________________
 NV0876  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 NV0876  DYNAMIC HT  -        1243.930 (meters)    4081.13  (feet)  COMP
 NV0876  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 NV0876
 NV0876  VERT ORDER  -  FIRST     CLASS II
 NV0876
 NV0876.The horizontal coordinates were scaled from a topographic map and have
 NV0876.an estimated accuracy of +/- 6 seconds.
 NV0876
 NV0876.The orthometric height was determined by differential leveling
 NV0876.and adjusted by the National Geodetic Survey in June 1991..
 NV0876
 NV0876.The geoid height was determined by GEOID03.
 NV0876
 NV0876.The dynamic height is computed by dividing the NAVD 88
 NV0876.geopotential number by the normal gravity value computed on the
 NV0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0876.degrees latitude (g = 980.6199 gals.).
 NV0876
 NV0876.The modeled gravity was interpolated from observed gravity values.
 NV0876
 NV0876;                    North         East    Units  Estimated Accuracy
 NV0876;SPC ID C     -    96,260.      477,910.      MT  (+/- 180 meters Scaled)
 NV0876
 NV0876                          SUPERSEDED SURVEY CONTROL
 NV0876
 NV0876.No superseded survey control is available for this station.
 NV0876
 NV0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH242125(NAD 83)
 NV0876_MARKER: I = METAL ROD
 NV0876_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0876_SP_SET: STAINLESS STEEL ROD
 NV0876_STAMPING: B 423 1983
 NV0876_MARK LOGO: NGS   
 NV0876_PROJECTION: FLUSH
 NV0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0876_ROD/PIPE-DEPTH: 6.1  meters
 NV0876
 NV0876  HISTORY     - Date     Condition        Report By
 NV0876  HISTORY     - 1983     MONUMENTED       NGS
 NV0876
 NV0876                          STATION DESCRIPTION
 NV0876
 NV0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0876'3.0 KM (1.9 MI) NE FROM HANSEN.
 NV0876'0.4 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 NV0876'HANSEN, THENCE 2.65 KM (1.65 MI) EAST ALONG U.S. HIGHWAY 30, AT THE T
 NV0876'JUNCTION OF 4000 EAST ROAD LEADING NORTH, 0.3 KM (0.2 MI) EAST OF
 NV0876'MILEPOST 229, 7.1 METERS (23.5 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 NV0876'24.4 METERS (80 FT) EAST OF THE EXTENDED CENTER OF THE ROAD, 20.7
 NV0876'METERS (68 FT) EAST OF A FENCE CORNER POST AND 0.5 METER (1.5 FT)
 NV0876'NORTH OF THE WEST POST OF A WOODEN RIGHT OF WAY FENCE BRACE.
 NV0876'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 NV0876'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1468 ***********************************************************************
 NU1468  DESIGNATION -  B 424
 NU1468  PID         -  NU1468
 NU1468  STATE/COUNTY-  ID/CASSIA
 NU1468  USGS QUAD   -  RUPERT SE (1978)
 NU1468
 NU1468                         *CURRENT SURVEY CONTROL
 NU1468  ___________________________________________________________________
 NU1468* NAD 83(1986)-  42 34 06.     (N)    113 34 18.     (W)     SCALED    
 NU1468* NAVD 88     -      1305.845  (meters)    4284.26   (feet)  ADJUSTED  
 NU1468  ___________________________________________________________________
 NU1468  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU1468  DYNAMIC HT  -        1305.104 (meters)    4281.83  (feet)  COMP
 NU1468  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 NU1468
 NU1468  VERT ORDER  -  FIRST     CLASS II
 NU1468
 NU1468.The horizontal coordinates were scaled from a topographic map and have
 NU1468.an estimated accuracy of +/- 6 seconds.
 NU1468
 NU1468.The orthometric height was determined by differential leveling
 NU1468.and adjusted by the National Geodetic Survey in June 1991..
 NU1468
 NU1468.The geoid height was determined by GEOID03.
 NU1468
 NU1468.The dynamic height is computed by dividing the NAVD 88
 NU1468.geopotential number by the normal gravity value computed on the
 NU1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1468.degrees latitude (g = 980.6199 gals.).
 NU1468
 NU1468.The modeled gravity was interpolated from observed gravity values.
 NU1468
 NU1468;                    North         East    Units  Estimated Accuracy
 NU1468;SPC ID C     -   100,240.      535,170.      MT  (+/- 180 meters Scaled)
 NU1468
 NU1468                          SUPERSEDED SURVEY CONTROL
 NU1468
 NU1468.No superseded survey control is available for this station.
 NU1468
 NU1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN889160(NAD 83)
 NU1468_MARKER: DB = BENCH MARK DISK
 NU1468_SETTING: 66 = SET IN ROCK OUTCROP
 NU1468_SP_SET: ROCK OUTCROP
 NU1468_STAMPING: B 424 1983
 NU1468_MARK LOGO: NGS   
 NU1468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1468+STABILITY: POSITION/ELEVATION WELL
 NU1468
 NU1468  HISTORY     - Date     Condition        Report By
 NU1468  HISTORY     - 1983     MONUMENTED       NGS
 NU1468
 NU1468                          STATION DESCRIPTION
 NU1468
 NU1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1468'13.5 KM (8.4 MI) EAST FROM HEYBURN.
 NU1468'13.5 KM (8.45 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE
 NU1468'OVERPASS BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN,
 NU1468'IN TOP OF THE EAST END OF A 3 BY 6 FOOT PORTION OF BEDROCK FLUSH WITH
 NU1468'THE SURFACE OF THE GROUND, AT THE CENTER OF A SHORT LOW CUT BANK, 80.0
 NU1468'METERS (262.5 FT) EAST OF MILEPOST 219, 14.0 METERS (46 FT) SOUTH OF
 NU1468'THE WEST BOUND HIGHWAY CENTERLINE, 78.6 METERS (258 FT) EAST OF A
 NU1468'BRACED RIGHT OF WAY FENCE POST, 15.8 METERS (52 FT) NORTH OF THE RIGHT
 NU1468'OF WAY FENCE AND 0.6 METER (2 FT) SOUTH OF THE NORTH END OF THE
 NU1468'BEDROCK.
 NU1468'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 NU1468'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1495 ***********************************************************************
 NU1495  DESIGNATION -  B 425
 NU1495  PID         -  NU1495
 NU1495  STATE/COUNTY-  ID/POWER
 NU1495  USGS QUAD   -  MICHAUD (1984)
 NU1495
 NU1495                         *CURRENT SURVEY CONTROL
 NU1495  ___________________________________________________________________
 NU1495* NAD 83(1999)-  42 54 03.23542(N)    112 34 31.15287(W)     ADJUSTED  
 NU1495* NAVD 88     -      1357.594  (meters)    4454.04   (feet)  ADJUSTED  
 NU1495  ___________________________________________________________________
 NU1495  X           -  -1,796,809.644 (meters)                     COMP
 NU1495  Y           -  -4,321,804.067 (meters)                     COMP
 NU1495  Z           -   4,320,358.857 (meters)                     COMP
 NU1495  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 NU1495  ELLIP HEIGHT-        1344.59  (meters)          (04/16/01) GPS OBS
 NU1495  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 NU1495  DYNAMIC HT  -        1356.833 (meters)    4451.54  (feet)  COMP
 NU1495  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 NU1495
 NU1495  HORZ ORDER  -  FIRST
 NU1495  VERT ORDER  -  FIRST     CLASS II
 NU1495  ELLP ORDER  -  FOURTH    CLASS II
 NU1495
 NU1495.The horizontal coordinates were established by GPS observations
 NU1495.and adjusted by the National Geodetic Survey in April 2001..
 NU1495.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NU1495.DATUM ITEM on the data sheet items page.
 NU1495
 NU1495.The orthometric height was determined by differential leveling
 NU1495.and adjusted by the National Geodetic Survey in June 1991..
 NU1495
 NU1495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NU1495
 NU1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1495
 NU1495.The ellipsoidal height was determined by GPS observations
 NU1495.and is referenced to NAD 83.
 NU1495
 NU1495.The geoid height was determined by GEOID03.
 NU1495
 NU1495.The dynamic height is computed by dividing the NAVD 88
 NU1495.geopotential number by the normal gravity value computed on the
 NU1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1495.degrees latitude (g = 980.6199 gals.).
 NU1495
 NU1495.The modeled gravity was interpolated from observed gravity values.
 NU1495
 NU1495;                    North         East     Units Scale Factor Converg.
 NU1495;SPC ID E     -   137,170.822   166,626.225   MT  0.99996107   -0 16 41.5
 NU1495;UTM  12      - 4,751,013.573   371,390.864   MT  0.99980348   -1 04 21.1
 NU1495
 NU1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1495!SPC ID E     -   0.99978918  x   0.99996107  =   0.99975026
 NU1495!UTM  12      -   0.99978918  x   0.99980348  =   0.99959270
 NU1495
 NU1495                          SUPERSEDED SURVEY CONTROL
 NU1495
 NU1495  NAD 83(1992)-  42 54 03.23491(N)    112 34 31.15127(W) AD(       ) 1
 NU1495  ELLIP H (01/22/97) 1344.71   (m)                       GP(       ) 4 1
 NU1495  NAVD 88 (01/22/97) 1357.59   (m)         4454.0    (f) LEVELING    3  
 NU1495
 NU1495.Superseded values are not recommended for survey control.
 NU1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1495.See file dsdata.txt to determine how the superseded data were derived.
 NU1495
 NU1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN7139151014(NAD 83)
 NU1495_MARKER: I = METAL ROD
 NU1495_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NU1495_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NU1495_STAMPING: B 425 1983
 NU1495_MARK LOGO: NGS   
 NU1495_PROJECTION: FLUSH
 NU1495_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1495+STABILITY: POSITION/ELEVATION WELL
 NU1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1495+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1996
 NU1495_ROD/PIPE-DEPTH: 7.9  meters
 NU1495_SLEEVE-DEPTH  : 7.3 meters
 NU1495
 NU1495  HISTORY     - Date     Condition        Report By
 NU1495  HISTORY     - 1983     MONUMENTED       NGS
 NU1495  HISTORY     - 19960828 GOOD             NGS
 NU1495
 NU1495                          STATION DESCRIPTION
 NU1495
 NU1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1495'11.1 KM (6.9 MI) NW FROM POCATELLO.
 NU1495'11.1 KM (6.95 MI) NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU1495'STATION AT POCATELLO, IN THE WEST CORNER OF THE Y JUNCTION OF OLD U.S.
 NU1495'HIGHWAY 30 AND THE PAVED ROAD LEADING NORTHWEST TO THE POCATELLO
 NU1495'AIRPORT, 93.7 METERS (307.5 FT) WEST ACROSS OLD U.S. HIGHWAY 30 FROM
 NU1495'MILEPOLE 222, 72.8 METERS (239 FT) NORTHWEST OF THE NORTHWEST RAIL OF
 NU1495'THE NORTHWEST TRACKS, 59.9 METERS (196.5 FT) SOUTHWEST OF THE CENTER
 NU1495'OF THE AIRPORT ROAD, 44.2 METERS (145 FT) SOUTHEAST OF THE CENTER OF
 NU1495'THE EAST BOUND OFF RAMP FOR INTERSTATE 86, 22.7 METERS (74.5 FT)
 NU1495'NORTHWEST OF THE CENTERLINE OF OLD U.S. HIGHWAY 30, 1.5 METERS (5 FT)
 NU1495'NORTH OF THE SOUTHEAST FENCE CORNER POST FOR AN OFFSET IN THE RIGHT OF
 NU1495'WAY FENCE AND 0.9 METER (3 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 NU1495'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 NU1495'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
 NU1495
 NU1495                          STATION RECOVERY (1996)
 NU1495
 NU1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 NU1495'THE STATION IS 8 MI (12.9 KM) WEST OF POCATELLO, JUST SOUTH INTERSTATE
 NU1495'HIGHWAY 86 AT EXIT 56.  OWNERSHIP--IDAHO DEPARTMENT OF TRANSPORTATION.
 NU1495'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 86 AND
 NU1495'TERMINAL WAY (NO STREET SIGN) , EXIT 56, GO SOUTHEAST FOR 0.1 MI (0.2
 NU1495'KM) TO THE JUNCTION OF EAST COUNTY ROAD.  TURN RIGHT, SOUTHWEST, AND
 NU1495'GO 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE STATION IS 22.7
 NU1495'M (74.5 FT) NORTHWEST OF THE CENTERLINE OF EAST COUNTY ROAD, 22.6 M
 NU1495'(74.1 FT) WEST OF A WOOD POWER POLE, 0.9 M (3.0 FT) EAST-NORTHEAST OF
 NU1495'A FENCELINE AND 0.5 M (1.6 FT) WEST OF A CARSONITE WITNESS POST.
 NU1495'NOTE--ACCESS TO DATUM POINT IS THRU A 5-INCH LOGO CAP.  DESCRIBED BY
 NU1495'J.E.D.III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0805 ***********************************************************************
 OZ0805  DESIGNATION -  B 426
 OZ0805  PID         -  OZ0805
 OZ0805  STATE/COUNTY-  ID/CUSTER
 OZ0805  USGS QUAD   -  HARRY CANYON (1967)
 OZ0805
 OZ0805                         *CURRENT SURVEY CONTROL
 OZ0805  ___________________________________________________________________
 OZ0805* NAD 83(1986)-  43 58 57.     (N)    114 03 10.     (W)     SCALED    
 OZ0805* NAVD 88     -      2043.202  (meters)    6703.41   (feet)  ADJUSTED  
 OZ0805  ___________________________________________________________________
 OZ0805  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 OZ0805  DYNAMIC HT  -        2041.910 (meters)    6699.17  (feet)  COMP
 OZ0805  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 OZ0805
 OZ0805  VERT ORDER  -  FIRST     CLASS II
 OZ0805
 OZ0805.The horizontal coordinates were scaled from a topographic map and have
 OZ0805.an estimated accuracy of +/- 6 seconds.
 OZ0805
 OZ0805.The orthometric height was determined by differential leveling
 OZ0805.and adjusted by the National Geodetic Survey in June 1991..
 OZ0805
 OZ0805.The geoid height was determined by GEOID03.
 OZ0805
 OZ0805.The dynamic height is computed by dividing the NAVD 88
 OZ0805.geopotential number by the normal gravity value computed on the
 OZ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0805.degrees latitude (g = 980.6199 gals.).
 OZ0805
 OZ0805.The modeled gravity was interpolated from observed gravity values.
 OZ0805
 OZ0805;                    North         East    Units  Estimated Accuracy
 OZ0805;SPC ID C     -   257,250.      495,770.      MT  (+/- 180 meters Scaled)
 OZ0805
 OZ0805                          SUPERSEDED SURVEY CONTROL
 OZ0805
 OZ0805.No superseded survey control is available for this station.
 OZ0805
 OZ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ363741(NAD 83)
 OZ0805_MARKER: I = METAL ROD
 OZ0805_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OZ0805_SP_SET: STAINLESS STEEL ROD
 OZ0805_STAMPING: B 426 1983
 OZ0805_MARK LOGO: NGS   
 OZ0805_PROJECTION: FLUSH
 OZ0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0805_ROD/PIPE-DEPTH: 1.5  meters
 OZ0805
 OZ0805  HISTORY     - Date     Condition        Report By
 OZ0805  HISTORY     - 1983     MONUMENTED       NGS
 OZ0805  HISTORY     - 1984     GOOD             NGS
 OZ0805  HISTORY     - 1985     GOOD             NGS
 OZ0805
 OZ0805                          STATION DESCRIPTION
 OZ0805
 OZ0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OZ0805'44.8 KM (27.9 MI) NW FROM MACKAY.
 OZ0805'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 OZ0805'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG
 OZ0805'OLD STATE HIGHWAY 27, THENCE 15.45 KM (9.65 MI) SOUTHWEST ALONG
 OZ0805'BARTLETT POINT ROAD, THENCE 2.6 KM (1.6 MI) SOUTHWEST ALONG TRAIL
 OZ0805'CREEK ROAD (OLD STATE HIGHWAY 75), IN THE WEST CORNER OF THE Y
 OZ0805'JUNCTION OF BURNT CREEK ROAD, 15.2 METERS (50 FT) NORTHWEST
 OZ0805'OF THE CENTER OF TRAIL CREEK ROAD, 19.2 METERS (63 FT) SOUTH
 OZ0805'OF THE CENTER OF BURNT CREEK ROAD AND 10.3 METERS (34 FT)
 OZ0805'SOUTHWEST OF THE NORTHWEST SIGN POST FOR BURNT CREEK ROAD.
 OZ0805'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 OZ0805'THE MARK IS 0.6 M ABOVE THE ROAD.
 OZ0805
 OZ0805                          STATION RECOVERY (1984)
 OZ0805
 OZ0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OZ0805'RECOVERED IN GOOD CONDITION.
 OZ0805
 OZ0805                          STATION RECOVERY (1985)
 OZ0805
 OZ0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0652 ***********************************************************************
 QA0652  DESIGNATION -  B 427
 QA0652  PID         -  QA0652
 QA0652  STATE/COUNTY-  ID/CUSTER
 QA0652  USGS QUAD   -  ANTELOPE FLAT (1963)
 QA0652
 QA0652                         *CURRENT SURVEY CONTROL
 QA0652  ___________________________________________________________________
 QA0652* NAD 83(1986)-  44 17 01.     (N)    114 02 07.     (W)     SCALED    
 QA0652* NAVD 88     -      1951.504  (meters)    6402.56   (feet)  ADJUSTED  
 QA0652  ___________________________________________________________________
 QA0652  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 QA0652  DYNAMIC HT  -        1950.334 (meters)    6398.72  (feet)  COMP
 QA0652  MODELED GRAV-     979,949.3   (mgal)                       NAVD 88
 QA0652
 QA0652  VERT ORDER  -  FIRST     CLASS II
 QA0652
 QA0652.The horizontal coordinates were scaled from a topographic map and have
 QA0652.an estimated accuracy of +/- 6 seconds.
 QA0652
 QA0652.The orthometric height was determined by differential leveling
 QA0652.and adjusted by the National Geodetic Survey in June 1991..
 QA0652
 QA0652.The geoid height was determined by GEOID03.
 QA0652
 QA0652.The dynamic height is computed by dividing the NAVD 88
 QA0652.geopotential number by the normal gravity value computed on the
 QA0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0652.degrees latitude (g = 980.6199 gals.).
 QA0652
 QA0652.The modeled gravity was interpolated from observed gravity values.
 QA0652
 QA0652;                    North         East    Units  Estimated Accuracy
 QA0652;SPC ID C     -   290,710.      497,180.      MT  (+/- 180 meters Scaled)
 QA0652
 QA0652                          SUPERSEDED SURVEY CONTROL
 QA0652
 QA0652.No superseded survey control is available for this station.
 QA0652
 QA0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK365076(NAD 83)
 QA0652_MARKER: I = METAL ROD
 QA0652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QA0652_SP_SET: STAINLESS STEEL ROD
 QA0652_STAMPING: B 427 1985
 QA0652_MARK LOGO: NGS   
 QA0652_PROJECTION: FLUSH
 QA0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0652_ROD/PIPE-DEPTH: 4.9  meters
 QA0652
 QA0652  HISTORY     - Date     Condition        Report By
 QA0652  HISTORY     - 1985     MONUMENTED       NGS
 QA0652
 QA0652                          STATION DESCRIPTION
 QA0652
 QA0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QA0652'30.7 KM (19.1 MI) SE FROM CHALLIS.
 QA0652'30.7 KM (19.1 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE INTERSECTION
 QA0652'OF MAIN STREET AT CHALLIS, NEAR A GATE IN THE RIGHT OF WAY FENCE, AT
 QA0652'THE NORTHWEST END OF STEEP GRADE IN THE HIGHWAY, 1.18 KM (0.73 MI)
 QA0652'SOUTHEAST OF THE Y JUNCTION OF SPAR CANYON ROAD, 0.84 KM (0.52 MI)
 QA0652'SOUTHEAST OF MILEPOST 144, 60.4 METERS (198 FT) SOUTHWEST OF THE
 QA0652'HIGHWAY CENTERLINE, 3.7 METERS (12 FT) NORTHWEST OF THE NORTHWEST END
 QA0652'OF THE GATE AND 0.6 METER (2 FT) NORTHEAST OF THE NORTHWEST ONE OF
 QA0652'THREE BRACED WOODEN POSTS IN THE RIGHT OF WAY FENCE.
 QA0652'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 QA0652'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1631 ***********************************************************************
 SV1631  DESIGNATION -  B 428
 SV1631  PID         -  SV1631
 SV1631  STATE/COUNTY-  ID/BENEWAH
 SV1631  USGS QUAD   -  TEKOA (1964)
 SV1631
 SV1631                         *CURRENT SURVEY CONTROL
 SV1631  ___________________________________________________________________
 SV1631* NAD 83(1986)-  47 13 43.     (N)    117 01 00.     (W)     SCALED    
 SV1631* NAVD 88     -       776.811  (meters)    2548.59   (feet)  ADJUSTED  
 SV1631  ___________________________________________________________________
 SV1631  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SV1631  DYNAMIC HT  -         776.794 (meters)    2548.53  (feet)  COMP
 SV1631  MODELED GRAV-     980,565.7   (mgal)                       NAVD 88
 SV1631
 SV1631  VERT ORDER  -  FIRST     CLASS II
 SV1631
 SV1631.The horizontal coordinates were scaled from a topographic map and have
 SV1631.an estimated accuracy of +/- 6 seconds.
 SV1631
 SV1631.The orthometric height was determined by differential leveling
 SV1631.and adjusted by the National Geodetic Survey in June 1991..
 SV1631
 SV1631.The geoid height was determined by GEOID03.
 SV1631
 SV1631.The dynamic height is computed by dividing the NAVD 88
 SV1631.geopotential number by the normal gravity value computed on the
 SV1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1631.degrees latitude (g = 980.6199 gals.).
 SV1631
 SV1631.The modeled gravity was interpolated from observed gravity values.
 SV1631
 SV1631;                    North         East    Units  Estimated Accuracy
 SV1631;SPC ID W     -   618,790.      704,080.      MT  (+/- 180 meters Scaled)
 SV1631
 SV1631                          SUPERSEDED SURVEY CONTROL
 SV1631
 SV1631.No superseded survey control is available for this station.
 SV1631
 SV1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN987305(NAD 83)
 SV1631_MARKER: I = METAL ROD
 SV1631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1631_SP_SET: STAINLESS STEEL ROD
 SV1631_STAMPING: B 428 1989
 SV1631_MARK LOGO: NGS   
 SV1631_PROJECTION: FLUSH
 SV1631_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1631+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1631_ROD/PIPE-DEPTH: 6.1  meters
 SV1631
 SV1631  HISTORY     - Date     Condition        Report By
 SV1631  HISTORY     - 1989     MONUMENTED       NGS
 SV1631
 SV1631                          STATION DESCRIPTION
 SV1631
 SV1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1631'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION.  0.86 KM
 SV1631'(0.55 MI) WEST OF IDAHO STATE HIGHWAY 60 MILEPOST 2, 6.5 KM (4.05 MI)
 SV1631'WEST OF THE JUNCTION OF U.S. HIGHWAY 95 AND AT A TELEPHONE CABLE BOX
 SV1631'NUMBER 11044.  OWNERSHIP HIGHWAY RIGHT-OF WAY.  REACHED FROM THE
 SV1631'JUNCTION OF WASHINGTON STATE HIGHWAYS 27 AND 274 WHICH IS AT THE
 SV1631'NORTH EDGE OF TEKOA, WASHINGTON, GO NORTHEAST ON STATE HIGHWAY 274
 SV1631'FOR 3.08 KM (1.90 MI) TO THE IDAHO STATE LINE AND THE JUNCTION OF
 SV1631'IDAHO STATE HIGHWAY 60 AND SIGN TO 95, TURN RIGHT AND GO EAST ON
 SV1631'STATE HIGHWAY 60 FOR 2.35 KM (1.45 MI) TO A HOUSE ON THE RIGHT AND
 SV1631'THE MARK ON THE LEFT.  IT IS 6.5 M (21.3 FT) NORTH FROM THE
 SV1631'CENTERLINE OF THE HIGHWAY, 2.1 M (6.9 FT) WEST FROM THE TELEPHONE
 SV1631'CABLE BOX, 6.0 M (19.7 FT) EAST FROM THE EXTENDED CENTERLINE OF A
 SV1631'GRAVEL ROAD LEADING TO THE HOUSE AND 0.70 M (2.3 FT) EAST FROM A
 SV1631'WITNESS POST.  MARK IS 0.5 M (1.6 FT) BELOW THE HIGHWAY.  MARK IS A
 SV1631'STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE IN THE TOP.
 SV1631'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1660 ***********************************************************************
 SV1660  DESIGNATION -  B 429
 SV1660  PID         -  SV1660
 SV1660  STATE/COUNTY-  ID/KOOTENAI
 SV1660  USGS QUAD   -  WORLEY (1981)
 SV1660
 SV1660                         *CURRENT SURVEY CONTROL
 SV1660  ___________________________________________________________________
 SV1660* NAD 83(1986)-  47 23 54.     (N)    116 54 28.     (W)     SCALED    
 SV1660* NAVD 88     -       815.929  (meters)    2676.93   (feet)  ADJUSTED  
 SV1660  ___________________________________________________________________
 SV1660  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 SV1660  DYNAMIC HT  -         815.928 (meters)    2676.92  (feet)  COMP
 SV1660  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 SV1660
 SV1660  VERT ORDER  -  FIRST     CLASS II
 SV1660
 SV1660.The horizontal coordinates were scaled from a topographic map and have
 SV1660.an estimated accuracy of +/- 6 seconds.
 SV1660
 SV1660.The orthometric height was determined by differential leveling
 SV1660.and adjusted by the National Geodetic Survey in June 1991..
 SV1660
 SV1660.The geoid height was determined by GEOID03.
 SV1660
 SV1660.The dynamic height is computed by dividing the NAVD 88
 SV1660.geopotential number by the normal gravity value computed on the
 SV1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1660.degrees latitude (g = 980.6199 gals.).
 SV1660
 SV1660.The modeled gravity was interpolated from observed gravity values.
 SV1660
 SV1660;                    North         East    Units  Estimated Accuracy
 SV1660;SPC ID W     -   637,530.      712,610.      MT  (+/- 180 meters Scaled)
 SV1660
 SV1660                          SUPERSEDED SURVEY CONTROL
 SV1660
 SV1660.No superseded survey control is available for this station.
 SV1660
 SV1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN069494(NAD 83)
 SV1660_MARKER: I = METAL ROD
 SV1660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1660_SP_SET: STAINLESS STEEL ROD
 SV1660_STAMPING: B 429 1989
 SV1660_MARK LOGO: NGS   
 SV1660_PROJECTION: FLUSH
 SV1660_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1660+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1660_ROD/PIPE-DEPTH: 4.3  meters
 SV1660
 SV1660  HISTORY     - Date     Condition        Report By
 SV1660  HISTORY     - 1989     MONUMENTED       NGS
 SV1660
 SV1660                          STATION DESCRIPTION
 SV1660
 SV1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1660'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1660'HIGHWAY 95, ABOUT 0.8 KM (0.50 MI) EAST OF WORLEY AND IN THE
 SV1660'SOUTHWEST CORNER OF A GRAVEL DRIVE LEADING TO A LARGE METAL BUILDING.
 SV1660'REACHED FROM THE POST OFFICE IN WORLEY, GO EAST ON U.S. HIGHWAY 95
 SV1660'FOR 0.81 KM (0.50 MI) TO THE MARK ON THE RIGHT.  IT IS 11.6 M (38.1
 SV1660'FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 22.7 M (74.5 FT) SOUTH
 SV1660'AND ACROSS THE HIGHWAY FROM A WOOD POST AND TWO TELEPHONE JUNCTION
 SV1660'BOXES, 8.5 M (27.9 FT) WEST FROM THE CENTER OF THE GRAVEL DRIVE, 1.5
 SV1660'M (4.9 FT) NORTHWEST FROM A CHAIN LINK FENCE CORNER, 0.9 M (3.0 FT)
 SV1660'NORTH FROM THE FENCE AND 0.7 M (2.3 FT) EAST FROM A WITNESS POST.
 SV1660'MARK IS 0.3 M (1.0 FT) BELOW THE HIGHWAY.  MARK IS A STAINLESS STEEL
 SV1660'ROD WITH A CENTER PUNCH HOLE IN THE TOP.  NOTE--ACCESS TO DATUM POINT
 SV1660'IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1284 ***********************************************************************
 OY1284  DESIGNATION -  B 430
 OY1284  PID         -  OY1284
 OY1284  STATE/COUNTY-  ID/JEFFERSON
 OY1284  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1284
 OY1284                         *CURRENT SURVEY CONTROL
 OY1284  ___________________________________________________________________
 OY1284* NAD 83(1986)-  43 51 06.     (N)    112 38 24.     (W)     SCALED    
 OY1284* NAVD 88     -      1487.977  (meters)    4881.80   (feet)  ADJUSTED  
 OY1284  ___________________________________________________________________
 OY1284  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 OY1284  DYNAMIC HT  -        1487.242 (meters)    4879.39  (feet)  COMP
 OY1284  MODELED GRAV-     980,072.5   (mgal)                       NAVD 88
 OY1284
 OY1284  VERT ORDER  -  FIRST     CLASS II
 OY1284
 OY1284.The horizontal coordinates were scaled from a topographic map and have
 OY1284.an estimated accuracy of +/- 6 seconds.
 OY1284
 OY1284.The orthometric height was determined by differential leveling
 OY1284.and adjusted by the National Geodetic Survey in December 1992..
 OY1284
 OY1284.The geoid height was determined by GEOID03.
 OY1284
 OY1284.The dynamic height is computed by dividing the NAVD 88
 OY1284.geopotential number by the normal gravity value computed on the
 OY1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1284.degrees latitude (g = 980.6199 gals.).
 OY1284
 OY1284.The modeled gravity was interpolated from observed gravity values.
 OY1284
 OY1284;                    North         East    Units  Estimated Accuracy
 OY1284;SPC ID E     -   242,820.      161,940.      MT  (+/- 180 meters Scaled)
 OY1284
 OY1284                          SUPERSEDED SURVEY CONTROL
 OY1284
 OY1284  NGVD 29 (08/20/92) 1486.908  (m)         4878.30   (f) ADJUSTED    1 2
 OY1284
 OY1284.Superseded values are not recommended for survey control.
 OY1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1284.See file dsdata.txt to determine how the superseded data were derived.
 OY1284
 OY1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP681567(NAD 83)
 OY1284_MARKER: DV = VERTICAL CONTROL DISK
 OY1284_SETTING: 66 = SET IN ROCK OUTCROP
 OY1284_SP_SET: BEDROCK
 OY1284_STAMPING: B 430 1992
 OY1284_MARK LOGO: NGS   
 OY1284_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1284+STABILITY: POSITION/ELEVATION WELL
 OY1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1284+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1284
 OY1284  HISTORY     - Date     Condition        Report By
 OY1284  HISTORY     - 1992     MONUMENTED       NGS
 OY1284
 OY1284                          STATION DESCRIPTION
 OY1284
 OY1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1284'17.1 KM (10.60 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1284'OFFICE IN TERRETON, THENCE 1.3 KM (0.80 MI) NORTHEASTERLY ALONG TRACK
 OY1284'ROAD T-17, NEAR THE NORTHWEST END OF A 20 BY 25-FOOT AREA OF
 OY1284'OUTCROPPING BEDROCK ALONG THE SOUTHWEST SLOPE OF A HILL, 18.9 M (62.0
 OY1284'FT) SOUTHEAST OF THE ROAD CENTER, 0.5 M (1.6 FT) NORTHWEST OF A
 OY1284'WITNESS POST, 0.5 M (1.6 FT) SOUTH OF A CAIRN, AND 0.3 M (1.0 FT)
 OY1284'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1191 ***********************************************************************
 OY1191  DESIGNATION -  B 431
 OY1191  PID         -  OY1191
 OY1191  STATE/COUNTY-  ID/BUTTE
 OY1191  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1191
 OY1191                         *CURRENT SURVEY CONTROL
 OY1191  ___________________________________________________________________
 OY1191* NAD 83(1986)-  43 31 52.     (N)    112 59 19.     (W)     SCALED    
 OY1191* NAVD 88     -      1518.952  (meters)    4983.43   (feet)  ADJUSTED  
 OY1191  ___________________________________________________________________
 OY1191  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 OY1191  DYNAMIC HT  -        1518.139 (meters)    4980.76  (feet)  COMP
 OY1191  MODELED GRAV-     980,030.6   (mgal)                       NAVD 88
 OY1191
 OY1191  VERT ORDER  -  FIRST     CLASS II
 OY1191
 OY1191.The horizontal coordinates were scaled from a topographic map and have
 OY1191.an estimated accuracy of +/- 6 seconds.
 OY1191
 OY1191.The orthometric height was determined by differential leveling
 OY1191.and adjusted by the National Geodetic Survey in December 1992..
 OY1191
 OY1191.The geoid height was determined by GEOID03.
 OY1191
 OY1191.The dynamic height is computed by dividing the NAVD 88
 OY1191.geopotential number by the normal gravity value computed on the
 OY1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1191.degrees latitude (g = 980.6199 gals.).
 OY1191
 OY1191.The modeled gravity was interpolated from observed gravity values.
 OY1191
 OY1191;                    North         East    Units  Estimated Accuracy
 OY1191;SPC ID C     -   207,600.      581,750.      MT  (+/- 180 meters Scaled)
 OY1191
 OY1191                          SUPERSEDED SURVEY CONTROL
 OY1191
 OY1191  NGVD 29 (08/20/92) 1517.888  (m)         4979.94   (f) ADJUSTED    1 2
 OY1191
 OY1191.Superseded values are not recommended for survey control.
 OY1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1191.See file dsdata.txt to determine how the superseded data were derived.
 OY1191
 OY1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP393217(NAD 83)
 OY1191_MARKER: DV = VERTICAL CONTROL DISK
 OY1191_SETTING: 66 = SET IN ROCK OUTCROP
 OY1191_SP_SET: BEDROCK
 OY1191_STAMPING: B 431 1992
 OY1191_MARK LOGO: NGS   
 OY1191_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1191+STABILITY: POSITION/ELEVATION WELL
 OY1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1191+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1191
 OY1191  HISTORY     - Date     Condition        Report By
 OY1191  HISTORY     - 1992     MONUMENTED       NGS
 OY1191
 OY1191                          STATION DESCRIPTION
 OY1191
 OY1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1191'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1191'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 0.5 KM (0.30 MI)
 OY1191'SOUTHWESTERLY ALONG VAN BUREN BOULEVARD, NEAR THE CENTER OF A 5 BY
 OY1191'15-FOOT AREA OF OUTCROPPING BEDROCK, 15.7 M (51.5 FT) NORTHWEST OF
 OY1191'THE BOULEVARD CENTERLINE, 1.6 M (5.2 FT) SOUTH OF A CAIRN, 0.6 M (2.0
 OY1191'FT) ABOVE THE LEVEL OF THE BOULEVARD, AND 0.3 M (1.0 FT) SOUTHEAST OF
 OY1191'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1160 ***********************************************************************
 OY1160  DESIGNATION -  B 432
 OY1160  PID         -  OY1160
 OY1160  STATE/COUNTY-  ID/BUTTE
 OY1160  USGS QUAD   -  EAST OF HOWE PEAK (1973)
 OY1160
 OY1160                         *CURRENT SURVEY CONTROL
 OY1160  ___________________________________________________________________
 OY1160* NAD 83(1986)-  43 43 56.     (N)    112 57 41.     (W)     SCALED    
 OY1160* NAVD 88     -      1469.027  (meters)    4819.63   (feet)  ADJUSTED  
 OY1160  ___________________________________________________________________
 OY1160  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 OY1160  DYNAMIC HT  -        1468.257 (meters)    4817.11  (feet)  COMP
 OY1160  MODELED GRAV-     980,043.8   (mgal)                       NAVD 88
 OY1160
 OY1160  VERT ORDER  -  FIRST     CLASS II
 OY1160
 OY1160.The horizontal coordinates were scaled from a topographic map and have
 OY1160.an estimated accuracy of +/- 6 seconds.
 OY1160
 OY1160.The orthometric height was determined by differential leveling
 OY1160.and adjusted by the National Geodetic Survey in December 1992..
 OY1160
 OY1160.The geoid height was determined by GEOID03.
 OY1160
 OY1160.The dynamic height is computed by dividing the NAVD 88
 OY1160.geopotential number by the normal gravity value computed on the
 OY1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1160.degrees latitude (g = 980.6199 gals.).
 OY1160
 OY1160.The modeled gravity was interpolated from observed gravity values.
 OY1160
 OY1160;                    North         East    Units  Estimated Accuracy
 OY1160;SPC ID C     -   229,970.      583,670.      MT  (+/- 180 meters Scaled)
 OY1160
 OY1160                          SUPERSEDED SURVEY CONTROL
 OY1160
 OY1160  NGVD 29 (08/20/92) 1467.954  (m)         4816.11   (f) ADJUSTED    1 2
 OY1160
 OY1160.Superseded values are not recommended for survey control.
 OY1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1160.See file dsdata.txt to determine how the superseded data were derived.
 OY1160
 OY1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP420440(NAD 83)
 OY1160_MARKER: DV = VERTICAL CONTROL DISK
 OY1160_SETTING: 66 = SET IN ROCK OUTCROP
 OY1160_SP_SET: BEDROCK
 OY1160_STAMPING: B 432 1992
 OY1160_MARK LOGO: NGS   
 OY1160_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1160+STABILITY: POSITION/ELEVATION WELL
 OY1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1160+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1160
 OY1160  HISTORY     - Date     Condition        Report By
 OY1160  HISTORY     - 1992     MONUMENTED       NGS
 OY1160
 OY1160                          STATION DESCRIPTION
 OY1160
 OY1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1160'2.7 KM (1.65 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1160'POST OFFICE IN HOWE, THENCE 1.5 KM (0.95 MI) EASTERLY ALONG A
 OY1160'GRAVELED ROAD, THENCE 1.9 KM (1.20 MI) SOUTHEASTERLY ALONG A TRACK
 OY1160'ROAD, THENCE 2.9 KM (1.80 MI) SOUTHERLY ALONG TRACK ROAD T-14, NEAR
 OY1160'THE CENTER OF THE WEST END OF A 10 BY 35-FOOT AREA OF OUTCROPPING
 OY1160'BEDROCK ALONG THE NORTH SLOPE OF A HILL, 23.8 M (78.1 FT) EAST OF THE
 OY1160'ROAD CENTER, 1.0 M (3.3 FT) NORTH OF A CAIRN, 0.6 M (2.0 FT) ABOVE
 OY1160'THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1205 ***********************************************************************
 OY1205  DESIGNATION -  B 433
 OY1205  PID         -  OY1205
 OY1205  STATE/COUNTY-  ID/BUTTE
 OY1205  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1205
 OY1205                         *CURRENT SURVEY CONTROL
 OY1205  ___________________________________________________________________
 OY1205* NAD 83(1986)-  43 31 06.     (N)    112 53 37.     (W)     SCALED    
 OY1205* NAVD 88     -      1504.085  (meters)    4934.65   (feet)  ADJUSTED  
 OY1205  ___________________________________________________________________
 OY1205  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 OY1205  DYNAMIC HT  -        1503.293 (meters)    4932.05  (feet)  COMP
 OY1205  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 OY1205
 OY1205  VERT ORDER  -  FIRST     CLASS II
 OY1205
 OY1205.The horizontal coordinates were scaled from a topographic map and have
 OY1205.an estimated accuracy of +/- 6 seconds.
 OY1205
 OY1205.The orthometric height was determined by differential leveling
 OY1205.and adjusted by the National Geodetic Survey in December 1992..
 OY1205
 OY1205.The geoid height was determined by GEOID03.
 OY1205
 OY1205.The dynamic height is computed by dividing the NAVD 88
 OY1205.geopotential number by the normal gravity value computed on the
 OY1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1205.degrees latitude (g = 980.6199 gals.).
 OY1205
 OY1205.The modeled gravity was interpolated from observed gravity values.
 OY1205
 OY1205;                    North         East    Units  Estimated Accuracy
 OY1205;SPC ID C     -   206,280.      589,450.      MT  (+/- 180 meters Scaled)
 OY1205
 OY1205                          SUPERSEDED SURVEY CONTROL
 OY1205
 OY1205  NGVD 29 (08/20/92) 1503.032  (m)         4931.20   (f) ADJUSTED    1 2
 OY1205
 OY1205.Superseded values are not recommended for survey control.
 OY1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1205.See file dsdata.txt to determine how the superseded data were derived.
 OY1205
 OY1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP469201(NAD 83)
 OY1205_MARKER: I = METAL ROD
 OY1205_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1205+WITH SETTING: INFORMATION.
 OY1205_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1205_STAMPING: B 433 1992
 OY1205_MARK LOGO: NGS   
 OY1205_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1205_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1205+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1205_ROD/PIPE-DEPTH: 2.7  meters
 OY1205
 OY1205  HISTORY     - Date     Condition        Report By
 OY1205  HISTORY     - 1992     MONUMENTED       NGS
 OY1205
 OY1205                          STATION DESCRIPTION
 OY1205
 OY1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1205'37.9 KM (23.55 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1205'OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY
 OY1205'ALONG PORTLAND AVENUE, THENCE 0.9 KM (0.55 MI) NORTHEASTERLY ALONG
 OY1205'JEFFERSON BOULEVARD, 36.9 M (121.1 FT) SOUTHEAST OF THE BOULEVARD
 OY1205'CENTERLINE, 14.5 M (47.6 FT) NORTHEAST OF THE EXTENDED CENTER OF A
 OY1205'PAVED ROAD, 1.6 M (5.2 FT) SOUTHWEST OF UTILITY POLE NUMBER 60, 0.7 M
 OY1205'(2.3 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 OY1205'LEVEL OF THE BOULEVARD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OY1205'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1243 ***********************************************************************
 OY1243  DESIGNATION -  B 434
 OY1243  PID         -  OY1243
 OY1243  STATE/COUNTY-  ID/JEFFERSON
 OY1243  USGS QUAD   -  ANTELOPE BUTTE (1969)
 OY1243
 OY1243                         *CURRENT SURVEY CONTROL
 OY1243  ___________________________________________________________________
 OY1243* NAD 83(1986)-  43 46 45.     (N)    112 33 33.     (W)     SCALED    
 OY1243* NAVD 88     -      1462.790  (meters)    4799.17   (feet)  ADJUSTED  
 OY1243  ___________________________________________________________________
 OY1243  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 OY1243  DYNAMIC HT  -        1462.044 (meters)    4796.72  (feet)  COMP
 OY1243  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 OY1243
 OY1243  VERT ORDER  -  FIRST     CLASS II
 OY1243
 OY1243.The horizontal coordinates were scaled from a topographic map and have
 OY1243.an estimated accuracy of +/- 6 seconds.
 OY1243
 OY1243.The orthometric height was determined by differential leveling
 OY1243.and adjusted by the National Geodetic Survey in December 1992..
 OY1243
 OY1243.The geoid height was determined by GEOID03.
 OY1243
 OY1243.The dynamic height is computed by dividing the NAVD 88
 OY1243.geopotential number by the normal gravity value computed on the
 OY1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1243.degrees latitude (g = 980.6199 gals.).
 OY1243
 OY1243.The modeled gravity was interpolated from observed gravity values.
 OY1243
 OY1243;                    North         East    Units  Estimated Accuracy
 OY1243;SPC ID E     -   234,740.      168,400.      MT  (+/- 180 meters Scaled)
 OY1243
 OY1243                          SUPERSEDED SURVEY CONTROL
 OY1243
 OY1243  NGVD 29 (08/20/92) 1461.711  (m)         4795.63   (f) ADJUSTED    1 2
 OY1243
 OY1243.Superseded values are not recommended for survey control.
 OY1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1243.See file dsdata.txt to determine how the superseded data were derived.
 OY1243
 OY1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP745485(NAD 83)
 OY1243_MARKER: DV = VERTICAL CONTROL DISK
 OY1243_SETTING: 66 = SET IN ROCK OUTCROP
 OY1243_SP_SET: BEDROCK
 OY1243_STAMPING: B 434 1992
 OY1243_MARK LOGO: NGS   
 OY1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1243+STABILITY: POSITION/ELEVATION WELL
 OY1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1243+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1243
 OY1243  HISTORY     - Date     Condition        Report By
 OY1243  HISTORY     - 1992     MONUMENTED       NGS
 OY1243
 OY1243                          STATION DESCRIPTION
 OY1243
 OY1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1243'17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1243'OFFICE IN TERRETON, THENCE 2.2 KM (1.35 MI) SOUTHWESTERLY ALONG TRACK
 OY1243'ROAD T-17, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG A TRACK ROAD,
 OY1243'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG A TRACK ROAD, THENCE 2.3 KM
 OY1243'(1.40 MI) NORTHEASTERLY ALONG A TRACK ROAD, THENCE 7.8 KM (4.85 MI)
 OY1243'EASTERLY ALONG TRACK ROAD T-9, NEAR THE NORTH END OF A 12 BY 23-FOOT
 OY1243'AREA OF OUTCROPPING BEDROCK ALONG THE NORTH SLOPE OF A HILL, 26.5 M
 OY1243'(86.9 FT) SOUTH OF THE ROAD CENTER, 1.3 M (4.3 FT) ABOVE THE LEVEL OF
 OY1243'THE ROAD, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1274 ***********************************************************************
 OY1274  DESIGNATION -  B 435
 OY1274  PID         -  OY1274
 OY1274  STATE/COUNTY-  ID/JEFFERSON
 OY1274  USGS QUAD   -  MUD LAKE SE (1964)
 OY1274
 OY1274                         *CURRENT SURVEY CONTROL
 OY1274  ___________________________________________________________________
 OY1274* NAD 83(1986)-  43 50 22.     (N)    112 17 10.     (W)     SCALED    
 OY1274* NAVD 88     -      1471.702  (meters)    4828.41   (feet)  ADJUSTED  
 OY1274  ___________________________________________________________________
 OY1274  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 OY1274  DYNAMIC HT  -        1470.960 (meters)    4825.97  (feet)  COMP
 OY1274  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 OY1274
 OY1274  VERT ORDER  -  FIRST     CLASS II
 OY1274
 OY1274.The horizontal coordinates were scaled from a topographic map and have
 OY1274.an estimated accuracy of +/- 6 seconds.
 OY1274
 OY1274.The orthometric height was determined by differential leveling
 OY1274.and adjusted by the National Geodetic Survey in December 1992..
 OY1274
 OY1274.The geoid height was determined by GEOID03.
 OY1274
 OY1274.The dynamic height is computed by dividing the NAVD 88
 OY1274.geopotential number by the normal gravity value computed on the
 OY1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1274.degrees latitude (g = 980.6199 gals.).
 OY1274
 OY1274.The modeled gravity was interpolated from observed gravity values.
 OY1274
 OY1274;                    North         East    Units  Estimated Accuracy
 OY1274;SPC ID E     -   241,360.      190,400.      MT  (+/- 180 meters Scaled)
 OY1274
 OY1274                          SUPERSEDED SURVEY CONTROL
 OY1274
 OY1274  NGVD 29 (08/20/92) 1470.620  (m)         4824.86   (f) ADJUSTED    1 2
 OY1274
 OY1274.Superseded values are not recommended for survey control.
 OY1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1274.See file dsdata.txt to determine how the superseded data were derived.
 OY1274
 OY1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP966548(NAD 83)
 OY1274_MARKER: DV = VERTICAL CONTROL DISK
 OY1274_SETTING: 66 = SET IN ROCK OUTCROP
 OY1274_SP_SET: BEDROCK
 OY1274_STAMPING: B 435 1992
 OY1274_MARK LOGO: NGS   
 OY1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1274+STABILITY: POSITION/ELEVATION WELL
 OY1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1274+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1274
 OY1274  HISTORY     - Date     Condition        Report By
 OY1274  HISTORY     - 1992     MONUMENTED       NGS
 OY1274
 OY1274                          STATION DESCRIPTION
 OY1274
 OY1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1274'12.2 KM (7.60 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1274'OFFICE IN TERRETON, NEAR THE NORTH END OF A 4 BY 6-FOOT AREA OF
 OY1274'OUTCROPPING BEDROCK ON TOP OF A HIGHWAY CUT, 20.0 M (65.6 FT) NORTH
 OY1274'OF THE HIGHWAY CENTERLINE, 1.6 M (5.2 FT) ABOVE THE LEVEL OF THE
 OY1274'HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1142 ***********************************************************************
 OY1142  DESIGNATION -  B 436
 OY1142  PID         -  OY1142
 OY1142  STATE/COUNTY-  ID/BUTTE
 OY1142  USGS QUAD   -  HOWE PEAK (1972)
 OY1142
 OY1142                         *CURRENT SURVEY CONTROL
 OY1142  ___________________________________________________________________
 OY1142* NAD 83(1986)-  43 40 55.     (N)    113 02 21.     (W)     SCALED    
 OY1142* NAVD 88     -      1533.290  (meters)    5030.47   (feet)  ADJUSTED  
 OY1142  ___________________________________________________________________
 OY1142  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 OY1142  DYNAMIC HT  -        1532.476 (meters)    5027.80  (feet)  COMP
 OY1142  MODELED GRAV-     980,034.0   (mgal)                       NAVD 88
 OY1142
 OY1142  VERT ORDER  -  FIRST     CLASS II
 OY1142
 OY1142.The horizontal coordinates were scaled from a topographic map and have
 OY1142.an estimated accuracy of +/- 6 seconds.
 OY1142
 OY1142.The orthometric height was determined by differential leveling
 OY1142.and adjusted by the National Geodetic Survey in December 1992..
 OY1142
 OY1142.The geoid height was determined by GEOID03.
 OY1142
 OY1142.The dynamic height is computed by dividing the NAVD 88
 OY1142.geopotential number by the normal gravity value computed on the
 OY1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1142.degrees latitude (g = 980.6199 gals.).
 OY1142
 OY1142.The modeled gravity was interpolated from observed gravity values.
 OY1142
 OY1142;                    North         East    Units  Estimated Accuracy
 OY1142;SPC ID C     -   224,310.      577,470.      MT  (+/- 180 meters Scaled)
 OY1142
 OY1142                          SUPERSEDED SURVEY CONTROL
 OY1142
 OY1142  NGVD 29 (08/20/92) 1532.226  (m)         5026.98   (f) ADJUSTED    1 2
 OY1142
 OY1142.Superseded values are not recommended for survey control.
 OY1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1142.See file dsdata.txt to determine how the superseded data were derived.
 OY1142
 OY1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP356385(NAD 83)
 OY1142_MARKER: I = METAL ROD
 OY1142_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1142+WITH SETTING: INFORMATION.
 OY1142_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1142_STAMPING: B 436 1992
 OY1142_MARK LOGO: NGS   
 OY1142_PROJECTION: FLUSH
 OY1142_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1142+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1142_ROD/PIPE-DEPTH: 1.2  meters
 OY1142
 OY1142  HISTORY     - Date     Condition        Report By
 OY1142  HISTORY     - 1992     MONUMENTED       NGS
 OY1142
 OY1142                          STATION DESCRIPTION
 OY1142
 OY1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1142'12.0 KM (7.45 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1142'POST OFFICE IN HOWE, 68.4 M (224.4 FT) SOUTHEAST OF UTILITY POLE
 OY1142'NUMBER 145, 13.5 M (44.3 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.6
 OY1142'M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 OY1142'NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 OY1142'THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 OY1142'ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AE6302 ***********************************************************************
 AE6302  DESIGNATION -  B 438
 AE6302  PID         -  AE6302
 AE6302  STATE/COUNTY-  ID/ADA
 AE6302  USGS QUAD   -  EAGLE (1979)
 AE6302
 AE6302                         *CURRENT SURVEY CONTROL
 AE6302  ___________________________________________________________________
 AE6302* NAD 83(1986)-  43 39 40.     (N)    116 16 01.     (W)     SCALED    
 AE6302* NAVD 88     -       800.484  (meters)    2626.25   (feet)  ADJUSTED  
 AE6302  ___________________________________________________________________
 AE6302  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 AE6302  DYNAMIC HT  -         800.177 (meters)    2625.25  (feet)  COMP
 AE6302  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 AE6302
 AE6302  VERT ORDER  -  SECOND    CLASS II
 AE6302
 AE6302.The horizontal coordinates were scaled from a topographic map and have
 AE6302.an estimated accuracy of +/- 6 seconds.
 AE6302
 AE6302.The orthometric height was determined by differential leveling
 AE6302.and adjusted by the National Geodetic Survey in March 1998..
 AE6302
 AE6302.The geoid height was determined by GEOID03.
 AE6302
 AE6302.The dynamic height is computed by dividing the NAVD 88
 AE6302.geopotential number by the normal gravity value computed on the
 AE6302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6302.degrees latitude (g = 980.6199 gals.).
 AE6302
 AE6302.The modeled gravity was interpolated from observed gravity values.
 AE6302
 AE6302;                    North         East    Units  Estimated Accuracy
 AE6302;SPC ID W     -   221,670.      758,310.      MT  (+/- 180 meters Scaled)
 AE6302
 AE6302                          SUPERSEDED SURVEY CONTROL
 AE6302
 AE6302.No superseded survey control is available for this station.
 AE6302
 AE6302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ591344(NAD 83)
 AE6302_MARKER: DV = VERTICAL CONTROL DISK
 AE6302_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE6302_SP_SET: IRRIGATION SIPHON
 AE6302_STAMPING: B 438 1997
 AE6302_MARK LOGO: NGS   
 AE6302_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6302+STABILITY: SURFACE MOTION
 AE6302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6302+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6302
 AE6302  HISTORY     - Date     Condition        Report By
 AE6302  HISTORY     - 1997     MONUMENTED       IDTD
 AE6302  HISTORY     - 19990406 GOOD             IDTD
 AE6302
 AE6302                          STATION DESCRIPTION
 AE6302
 AE6302'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 1997 (DSS)
 AE6302'REACHED FROM THE COURTHOUSE IN BOISE, GO NORTHWEST ON STATE STREET AND
 AE6302'STATE HIGHWAY 44 FOR 7.2 KM (4.45 MI) TO MARK ON THE LEFT 0.2 KM (0.10
 AE6302'MI) SOUTHEAST OF A STOP LIGHT AND PIERCE PARK LANE AND AT THE
 AE6302'NORTHEAST EDGE OF THE PLANTATION GOLF COURSE.  IN TOP OF THE NORTHWEST
 AE6302'CORNER OF A 3 FT (0.9 M) BY 3 FT (0.9 M) CONCRETE IRRIGATION SIPHON.
 AE6302'LOCATED 8.0 M (26.2 FT) SOUTHWEST OF THE CENTER OF THE EAST BOUND
 AE6302'LANE, 3.7 M (12.1 FT) SOUTHEAST OF A TELEPHONE POLE, 0.43 M (1.41 FT)
 AE6302'NORTHEAST OF A FIBERGLASS WITNESS POST AND PROJECTS 11 CENTIMETERS
 AE6302'ABOVE THE GROUND SURFACE.
 AE6302
 AE6302                          STATION RECOVERY (1999)
 AE6302
 AE6302'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 AE6302'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0449 ***********************************************************************
 NT0449  DESIGNATION -  B 44
 NT0449  PID         -  NT0449
 NT0449  STATE/COUNTY-  ID/CARIBOU
 NT0449  USGS QUAD   -  SODA SPRINGS (1982)
 NT0449
 NT0449                         *CURRENT SURVEY CONTROL
 NT0449  ___________________________________________________________________
 NT0449* NAD 83(1986)-  42 39 28.     (N)    111 36 14.     (W)     SCALED    
 NT0449* NAVD 88     -      1761.923  (meters)    5780.58   (feet)  ADJUSTED  
 NT0449  ___________________________________________________________________
 NT0449  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 NT0449  DYNAMIC HT  -        1760.720 (meters)    5776.63  (feet)  COMP
 NT0449  MODELED GRAV-     979,875.6   (mgal)                       NAVD 88
 NT0449
 NT0449  VERT ORDER  -  SECOND    CLASS 0
 NT0449
 NT0449.The horizontal coordinates were scaled from a topographic map and have
 NT0449.an estimated accuracy of +/- 6 seconds.
 NT0449
 NT0449.The orthometric height was determined by differential leveling
 NT0449.and adjusted by the National Geodetic Survey in June 1991..
 NT0449
 NT0449.The geoid height was determined by GEOID03.
 NT0449
 NT0449.The dynamic height is computed by dividing the NAVD 88
 NT0449.geopotential number by the normal gravity value computed on the
 NT0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0449.degrees latitude (g = 980.6199 gals.).
 NT0449
 NT0449.The modeled gravity was interpolated from observed gravity values.
 NT0449
 NT0449;                    North         East    Units  Estimated Accuracy
 NT0449;SPC ID E     -   110,240.      246,140.      MT  (+/- 180 meters Scaled)
 NT0449
 NT0449                          SUPERSEDED SURVEY CONTROL
 NT0449
 NT0449  NGVD 29 (??/??/92) 1760.738  (m)         5776.69   (f) ADJ UNCH    2 0
 NT0449
 NT0449.Superseded values are not recommended for survey control.
 NT0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0449.See file dsdata.txt to determine how the superseded data were derived.
 NT0449
 NT0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN505229(NAD 83)
 NT0449_MARKER: DB = BENCH MARK DISK
 NT0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0449_STAMPING: B 44 1934
 NT0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0449+STABILITY: SURFACE MOTION
 NT0449
 NT0449  HISTORY     - Date     Condition        Report By
 NT0449  HISTORY     - 1934     MONUMENTED       CGS
 NT0449  HISTORY     - 1951     MARK NOT FOUND   NGS
 NT0449  HISTORY     - 1979     MARK NOT FOUND   USGS
 NT0449
 NT0449                          STATION DESCRIPTION
 NT0449
 NT0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0449'IN SODA SPRINGS.
 NT0449'AT SODA SPRINGS, CARIBOU COUNTY, AT THE NORTH END OF MAIN STREET,
 NT0449'ABOUT 48 FEET SOUTHEAST OF THE EAST POST OF THE ARCH READING GATEWAY
 NT0449'TO YELLOWSTONE NATIONAL PARK, ABOUT 40 FEET NORTH OF THE CENTER LINE
 NT0449'OF THE UNION PACIFIC RAILROAD MAIN TRACK, AND ABOUT 2.5 FEET EAST OF
 NT0449'THE EAST EDGE OF THE CONCRETE SIDEWALK.  A STANDARD DISK, STAMPED B 44
 NT0449'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE IS A PAVED
 NT0449'DRIVEWAY TO THE RAILROAD STATION AT POINT WHERE MARK IS SUPPOSED TO
 NT0449'BE, BELIEVED TO BE DESTROYED.
 NT0449
 NT0449                          STATION RECOVERY (1979)
 NT0449
 NT0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NT0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0378 ***********************************************************************
 OX0378  DESIGNATION -  B 46
 OX0378  PID         -  OX0378
 OX0378  STATE/COUNTY-  ID/BONNEVILLE
 OX0378  USGS QUAD   -  RIGBY SE (1979)
 OX0378
 OX0378                         *CURRENT SURVEY CONTROL
 OX0378  ___________________________________________________________________
 OX0378* NAD 83(1986)-  43 30 14.     (N)    111 52 09.     (W)     SCALED    
 OX0378* NAVD 88     -      1611.925  (meters)    5288.46   (feet)  ADJUSTED  
 OX0378  ___________________________________________________________________
 OX0378  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 OX0378  DYNAMIC HT  -        1611.035 (meters)    5285.54  (feet)  COMP
 OX0378  MODELED GRAV-     980,010.1   (mgal)                       NAVD 88
 OX0378
 OX0378  VERT ORDER  -  SECOND    CLASS 0
 OX0378
 OX0378.The horizontal coordinates were scaled from a topographic map and have
 OX0378.an estimated accuracy of +/- 6 seconds.
 OX0378
 OX0378.The orthometric height was determined by differential leveling
 OX0378.and adjusted by the National Geodetic Survey in June 1991..
 OX0378
 OX0378.The geoid height was determined by GEOID03.
 OX0378
 OX0378.The dynamic height is computed by dividing the NAVD 88
 OX0378.geopotential number by the normal gravity value computed on the
 OX0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0378.degrees latitude (g = 980.6199 gals.).
 OX0378
 OX0378.The modeled gravity was interpolated from observed gravity values.
 OX0378
 OX0378;                    North         East    Units  Estimated Accuracy
 OX0378;SPC ID E     -   204,120.      224,060.      MT  (+/- 180 meters Scaled)
 OX0378
 OX0378                          SUPERSEDED SURVEY CONTROL
 OX0378
 OX0378  NGVD 29 (??/??/92) 1610.813  (m)         5284.81   (f) ADJ UNCH    2 0
 OX0378
 OX0378.Superseded values are not recommended for survey control.
 OX0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0378.See file dsdata.txt to determine how the superseded data were derived.
 OX0378
 OX0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP297171(NAD 83)
 OX0378_MARKER: DB = BENCH MARK DISK
 OX0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0378_STAMPING: B 46 1934
 OX0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0378+STABILITY: SURFACE MOTION
 OX0378
 OX0378  HISTORY     - Date     Condition        Report By
 OX0378  HISTORY     - 1934     MONUMENTED       CGS
 OX0378
 OX0378                          STATION DESCRIPTION
 OX0378
 OX0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0378'5.2 MI SE FROM LINCOLN.
 OX0378'ABOUT 5.2 MILES SOUTHEAST ALONG THE OZONE-LINCOLN ROAD FROM THE PUBLIC
 OX0378'SCHOOL AT LINCOLN, BONNEVILLE COUNTY, ABOUT 1.0 MILE EAST OF THE
 OX0378'JUNCTION WITH A ROAD, ON A PROMINENT HILL, ABOUT 150 FEET WEST OF THE
 OX0378'EAST BREAK IN THE HILL, 69 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 OX0378'AND IN A LARGE CLEAR SPOT.  A STANDARD DISK, STAMPED B 46 1934 AND SET
 OX0378'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0183 ***********************************************************************
 NT0183  DESIGNATION -  B 47
 NT0183  PID         -  NT0183
 NT0183  STATE/COUNTY-  ID/BEAR LAKE
 NT0183  USGS QUAD   -  BORDER (1980)
 NT0183
 NT0183                         *CURRENT SURVEY CONTROL
 NT0183  ___________________________________________________________________
 NT0183* NAD 83(1986)-  42 10 50.     (N)    111 05 01.     (W)     SCALED    
 NT0183* NAVD 88     -      1846.489  (meters)    6058.02   (feet)  ADJUSTED  
 NT0183  ___________________________________________________________________
 NT0183  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 NT0183  DYNAMIC HT  -        1845.066 (meters)    6053.35  (feet)  COMP
 NT0183  MODELED GRAV-     979,785.7   (mgal)                       NAVD 88
 NT0183
 NT0183  VERT ORDER  -  SECOND    CLASS 0
 NT0183
 NT0183.The horizontal coordinates were scaled from a topographic map and have
 NT0183.an estimated accuracy of +/- 6 seconds.
 NT0183
 NT0183.The orthometric height was determined by differential leveling
 NT0183.and adjusted by the National Geodetic Survey in June 1991..
 NT0183
 NT0183.The geoid height was determined by GEOID03.
 NT0183
 NT0183.The dynamic height is computed by dividing the NAVD 88
 NT0183.geopotential number by the normal gravity value computed on the
 NT0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0183.degrees latitude (g = 980.6199 gals.).
 NT0183
 NT0183.The modeled gravity was interpolated from observed gravity values.
 NT0183
 NT0183;                    North         East    Units  Estimated Accuracy
 NT0183;SPC ID E     -    57,640.      289,470.      MT  (+/- 180 meters Scaled)
 NT0183
 NT0183                          SUPERSEDED SURVEY CONTROL
 NT0183
 NT0183  NGVD 29 (??/??/92) 1845.235  (m)         6053.91   (f) ADJ UNCH    2 0
 NT0183
 NT0183.Superseded values are not recommended for survey control.
 NT0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0183.See file dsdata.txt to determine how the superseded data were derived.
 NT0183
 NT0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM930698(NAD 83)
 NT0183_MARKER: DB = BENCH MARK DISK
 NT0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0183_STAMPING: B 47 1934
 NT0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0183+STABILITY: SURFACE MOTION
 NT0183
 NT0183  HISTORY     - Date     Condition        Report By
 NT0183  HISTORY     - 1934     MONUMENTED       CGS
 NT0183
 NT0183                          STATION DESCRIPTION
 NT0183
 NT0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0183'2.0 MI W FROM BORDER, WY.
 NT0183'IN BEAR LAKE COUNTY, IDAHO, ABOUT 2.0 MILES WEST ALONG THE UNION
 NT0183'PACIFIC RAILROAD FROM THE WYOMING-IDAHO STATE LINE AT BORDER, LINCOLN
 NT0183'COUNTY, WYOMING, ABOUT 0.5 MILE EAST OF MILEPOST 95, ABOUT 0.4 MILE
 NT0183'EAST OF CULVERT 94.84, ABOUT 390 FEET WEST OF SEMAPHORE 943, 21 FEET
 NT0183'SOUTHEAST OF THE CENTER LINE OF A ROAD, 50 FEET NORTHWEST OF THE
 NT0183'CENTER LINE OF THE TRACK, 8 FEET SOUTHWEST OF A SIGNAL POLE, 1.5 FEET
 NT0183'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 5.5 FEET LOWER THAN THE
 NT0183'TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 47 1934 AND SET IN THE
 NT0183'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0442 ***********************************************************************
 NT0442  DESIGNATION -  B 48
 NT0442  PID         -  NT0442
 NT0442  STATE/COUNTY-  ID/CARIBOU
 NT0442  USGS QUAD   -  SODA PEAK (1982)
 NT0442
 NT0442                         *CURRENT SURVEY CONTROL
 NT0442  ___________________________________________________________________
 NT0442* NAD 83(1986)-  42 35 45.     (N)    111 30 23.     (W)     SCALED    
 NT0442* NAVD 88     -      1773.835  (meters)    5819.66   (feet)  ADJUSTED  
 NT0442  ___________________________________________________________________
 NT0442  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 NT0442  DYNAMIC HT  -        1772.550 (meters)    5815.44  (feet)  COMP
 NT0442  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 NT0442
 NT0442  VERT ORDER  -  SECOND    CLASS 0
 NT0442
 NT0442.The horizontal coordinates were scaled from a topographic map and have
 NT0442.an estimated accuracy of +/- 6 seconds.
 NT0442
 NT0442.The orthometric height was determined by differential leveling
 NT0442.and adjusted by the National Geodetic Survey in June 1991..
 NT0442
 NT0442.The geoid height was determined by GEOID03.
 NT0442
 NT0442.The dynamic height is computed by dividing the NAVD 88
 NT0442.geopotential number by the normal gravity value computed on the
 NT0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0442.degrees latitude (g = 980.6199 gals.).
 NT0442
 NT0442.The modeled gravity was interpolated from observed gravity values.
 NT0442
 NT0442;                    North         East    Units  Estimated Accuracy
 NT0442;SPC ID E     -   103,410.      254,190.      MT  (+/- 180 meters Scaled)
 NT0442
 NT0442                          SUPERSEDED SURVEY CONTROL
 NT0442
 NT0442  NGVD 29 (??/??/92) 1772.505  (m)         5815.29   (f) ADJ UNCH    2 0
 NT0442
 NT0442.Superseded values are not recommended for survey control.
 NT0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0442.See file dsdata.txt to determine how the superseded data were derived.
 NT0442
 NT0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN584160(NAD 83)
 NT0442_MARKER: DB = BENCH MARK DISK
 NT0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0442_SP_SET: CULVERT
 NT0442_STAMPING: B 48 1934
 NT0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0442
 NT0442  HISTORY     - Date     Condition        Report By
 NT0442  HISTORY     - 1934     MONUMENTED       CGS
 NT0442
 NT0442                          STATION DESCRIPTION
 NT0442
 NT0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0442'2.0 MI SE FROM ROSE.
 NT0442'ABOUT 2.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM BENCH
 NT0442'MARK C 48 AT ROSE, CARIBOU COUNTY, 96 FEET NORTHEAST OF THE NINTH POLE
 NT0442'NORTHWEST OF MILEPOST 138, AT CULVERT 138.26, IN THE TOP OF THE
 NT0442'NORTHEAST CONCRETE HEAD WALL, AND 10 FEET NORTHEAST OF THE CENTER LINE
 NT0442'OF THE TRACK.  A STANDARD DISK, STAMPED B 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0156 ***********************************************************************
 NU0156  DESIGNATION -  B 49
 NU0156  PID         -  NU0156
 NU0156  STATE/COUNTY-  ID/BANNOCK
 NU0156  USGS QUAD   -  LAVA HOT SPRINGS (1968)
 NU0156
 NU0156                         *CURRENT SURVEY CONTROL
 NU0156  ___________________________________________________________________
 NU0156* NAD 83(1986)-  42 37 11.     (N)    112 00 33.     (W)     SCALED    
 NU0156* NAVD 88     -      1525.637  (meters)    5005.36   (feet)  ADJUSTED  
 NU0156  ___________________________________________________________________
 NU0156  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 NU0156  DYNAMIC HT  -        1524.647 (meters)    5002.11  (feet)  COMP
 NU0156  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 NU0156
 NU0156  VERT ORDER  -  SECOND    CLASS 0
 NU0156
 NU0156.The horizontal coordinates were scaled from a topographic map and have
 NU0156.an estimated accuracy of +/- 6 seconds.
 NU0156
 NU0156.The orthometric height was determined by differential leveling
 NU0156.and adjusted by the National Geodetic Survey in June 1991..
 NU0156
 NU0156.The geoid height was determined by GEOID03.
 NU0156
 NU0156.The dynamic height is computed by dividing the NAVD 88
 NU0156.geopotential number by the normal gravity value computed on the
 NU0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0156.degrees latitude (g = 980.6199 gals.).
 NU0156
 NU0156.The modeled gravity was interpolated from observed gravity values.
 NU0156
 NU0156;                    North         East    Units  Estimated Accuracy
 NU0156;SPC ID E     -   105,870.      212,920.      MT  (+/- 180 meters Scaled)
 NU0156
 NU0156                          SUPERSEDED SURVEY CONTROL
 NU0156
 NU0156  NGVD 29 (??/??/92) 1524.526  (m)         5001.72   (f) ADJ UNCH    2 0
 NU0156
 NU0156.Superseded values are not recommended for survey control.
 NU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0156.See file dsdata.txt to determine how the superseded data were derived.
 NU0156
 NU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN172190(NAD 83)
 NU0156_MARKER: DB = BENCH MARK DISK
 NU0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0156_SP_SET: BUILDING
 NU0156_STAMPING: B 49 1934
 NU0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0156
 NU0156  HISTORY     - Date     Condition        Report By
 NU0156  HISTORY     - 1934     MONUMENTED       CGS
 NU0156
 NU0156                          STATION DESCRIPTION
 NU0156
 NU0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0156'IN LAVA HOT SPRINGS.
 NU0156'AT LAVA HOT SPRINGS, BANNOCK COUNTY, IN THE FACE OF THE FRONT WALL OF
 NU0156'RIVERSIDE HOTEL, 42 FEET EAST OF THE CENTER OF THE MAIN ENTRANCE, 30
 NU0156'FEET SOUTH OF THE SOUTHEAST CORNER OF AN ORNAMENTAL IRON FENCE, 21
 NU0156'FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 7 FEET EAST OF THE
 NU0156'CENTER OF THE CAFE ENTRANCE, 3.5 FEET WEST OF THE NORTHEAST CORNER OF
 NU0156'THE BUILDING, AND ABOUT 4.5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 NU0156'STAMPED B 49 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0021 ***********************************************************************
 QA0021  DESIGNATION -  B 50
 QA0021  PID         -  QA0021
 QA0021  STATE/COUNTY-  ID/LEMHI
 QA0021  USGS QUAD   -  ELLIS (1989)
 QA0021
 QA0021                         *CURRENT SURVEY CONTROL
 QA0021  ___________________________________________________________________
 QA0021* NAD 83(1986)-  44 40 31.     (N)    114 01 50.     (W)     SCALED    
 QA0021* NAVD 88     -      1436.815  (meters)    4713.95   (feet)  ADJUSTED  
 QA0021  ___________________________________________________________________
 QA0021  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 QA0021  DYNAMIC HT  -        1436.121 (meters)    4711.67  (feet)  COMP
 QA0021  MODELED GRAV-     980,085.5   (mgal)                       NAVD 88
 QA0021
 QA0021  VERT ORDER  -  SECOND    CLASS 0
 QA0021
 QA0021.The horizontal coordinates were scaled from a topographic map and have
 QA0021.an estimated accuracy of +/- 6 seconds.
 QA0021
 QA0021.The orthometric height was determined by differential leveling
 QA0021.and adjusted by the National Geodetic Survey in June 1991..
 QA0021
 QA0021.The geoid height was determined by GEOID03.
 QA0021
 QA0021.The dynamic height is computed by dividing the NAVD 88
 QA0021.geopotential number by the normal gravity value computed on the
 QA0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0021.degrees latitude (g = 980.6199 gals.).
 QA0021
 QA0021.The modeled gravity was interpolated from observed gravity values.
 QA0021
 QA0021;                    North         East    Units  Estimated Accuracy
 QA0021;SPC ID C     -   334,230.      497,580.      MT  (+/- 180 meters Scaled)
 QA0021
 QA0021                          SUPERSEDED SURVEY CONTROL
 QA0021
 QA0021  NGVD 29 (??/??/92) 1435.603  (m)         4709.97   (f) ADJ UNCH    2 0
 QA0021
 QA0021.Superseded values are not recommended for survey control.
 QA0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0021.See file dsdata.txt to determine how the superseded data were derived.
 QA0021
 QA0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK353511(NAD 83)
 QA0021_MARKER: DB = BENCH MARK DISK
 QA0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0021_STAMPING: B 50 1948
 QA0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0021+STABILITY: SURFACE MOTION
 QA0021
 QA0021  HISTORY     - Date     Condition        Report By
 QA0021  HISTORY     - 1948     MONUMENTED       CGS
 QA0021
 QA0021                          STATION DESCRIPTION
 QA0021
 QA0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0021'1.7 MI SE FROM ELLIS.
 QA0021'1.7 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE POST OFFICE AT
 QA0021'ELLIS, AT THE CARLSON RANCH, 59.0 FEET SOUTHWEST OF THE CENTER LINE OF
 QA0021'THE ROAD, 19.0 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY TO
 QA0021'THE RANCH, 2.3 FEET NORTHWEST OF A WITNESS POST, 1.7 FEET NORTHEAST OF
 QA0021'A WIRE FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 QA0021'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0505 ***********************************************************************
 PZ0505  DESIGNATION -  B 51
 PZ0505  PID         -  PZ0505
 PZ0505  STATE/COUNTY-  ID/CUSTER
 PZ0505  USGS QUAD   -  DONKEY HILLS NW (1989)
 PZ0505
 PZ0505                         *CURRENT SURVEY CONTROL
 PZ0505  ___________________________________________________________________
 PZ0505* NAD 83(1986)-  44 22 50.     (N)    113 38 29.     (W)     SCALED    
 PZ0505* NAVD 88     -      1868.144  (meters)    6129.07   (feet)  ADJUSTED  
 PZ0505  ___________________________________________________________________
 PZ0505  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 PZ0505  DYNAMIC HT  -        1867.057 (meters)    6125.50  (feet)  COMP
 PZ0505  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 PZ0505
 PZ0505  VERT ORDER  -  SECOND    CLASS 0
 PZ0505
 PZ0505.The horizontal coordinates were scaled from a topographic map and have
 PZ0505.an estimated accuracy of +/- 6 seconds.
 PZ0505
 PZ0505.The orthometric height was determined by differential leveling
 PZ0505.and adjusted by the National Geodetic Survey in June 1991..
 PZ0505
 PZ0505.The geoid height was determined by GEOID03.
 PZ0505
 PZ0505.The dynamic height is computed by dividing the NAVD 88
 PZ0505.geopotential number by the normal gravity value computed on the
 PZ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0505.degrees latitude (g = 980.6199 gals.).
 PZ0505
 PZ0505.The modeled gravity was interpolated from observed gravity values.
 PZ0505
 PZ0505;                    North         East    Units  Estimated Accuracy
 PZ0505;SPC ID C     -   301,540.      528,580.      MT  (+/- 180 meters Scaled)
 PZ0505
 PZ0505                          SUPERSEDED SURVEY CONTROL
 PZ0505
 PZ0505  NGVD 29 (??/??/92) 1866.814  (m)         6124.71   (f) ADJ UNCH    2 0
 PZ0505
 PZ0505.Superseded values are not recommended for survey control.
 PZ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0505.See file dsdata.txt to determine how the superseded data were derived.
 PZ0505
 PZ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ895175(NAD 83)
 PZ0505_MARKER: DB = BENCH MARK DISK
 PZ0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0505_SP_SET: BUILDING
 PZ0505_STAMPING: B 51 1948
 PZ0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0505
 PZ0505  HISTORY     - Date     Condition        Report By
 PZ0505  HISTORY     - 1948     MONUMENTED       CGS
 PZ0505
 PZ0505                          STATION DESCRIPTION
 PZ0505
 PZ0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0505'24.3 MI SE FROM MAY.
 PZ0505'24.3 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE RANGER STATION
 PZ0505'AT MAY, AT THE GOLDBURG SCHOOL, 13.5 FEET NORTH OF THE CENTER LINE OF
 PZ0505'THE MAIN ENTRANCE TO THE BUILDING, 0.7 FOOT WEST OF THE NORTHEAST
 PZ0505'CORNER, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST CORNER AND
 PZ0505'ABOUT 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0488 ***********************************************************************
 PZ0488  DESIGNATION -  B 52
 PZ0488  PID         -  PZ0488
 PZ0488  STATE/COUNTY-  ID/CUSTER
 PZ0488  USGS QUAD   -  DICKEY PEAK (1967)
 PZ0488
 PZ0488                         *CURRENT SURVEY CONTROL
 PZ0488  ___________________________________________________________________
 PZ0488* NAD 83(1986)-  44 08 41.     (N)    113 53 52.     (W)     SCALED    
 PZ0488* NAVD 88     -      1968.503  (meters)    6458.33   (feet)  ADJUSTED  
 PZ0488  ___________________________________________________________________
 PZ0488  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 PZ0488  DYNAMIC HT  -        1967.280 (meters)    6454.32  (feet)  COMP
 PZ0488  MODELED GRAV-     979,927.0   (mgal)                       NAVD 88
 PZ0488
 PZ0488  VERT ORDER  -  FIRST     CLASS II
 PZ0488
 PZ0488.The horizontal coordinates were scaled from a topographic map and have
 PZ0488.an estimated accuracy of +/- 6 seconds.
 PZ0488
 PZ0488.The orthometric height was determined by differential leveling
 PZ0488.and adjusted by the National Geodetic Survey in June 1991..
 PZ0488
 PZ0488.The geoid height was determined by GEOID03.
 PZ0488
 PZ0488.The dynamic height is computed by dividing the NAVD 88
 PZ0488.geopotential number by the normal gravity value computed on the
 PZ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0488.degrees latitude (g = 980.6199 gals.).
 PZ0488
 PZ0488.The modeled gravity was interpolated from observed gravity values.
 PZ0488
 PZ0488;                    North         East    Units  Estimated Accuracy
 PZ0488;SPC ID C     -   275,280.      508,180.      MT  (+/- 180 meters Scaled)
 PZ0488
 PZ0488                          SUPERSEDED SURVEY CONTROL
 PZ0488
 PZ0488.No superseded survey control is available for this station.
 PZ0488
 PZ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP682920(NAD 83)
 PZ0488_MARKER: DB = BENCH MARK DISK
 PZ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0488_STAMPING: B 52 1948
 PZ0488_MARK LOGO: CGS   
 PZ0488_PROJECTION: PROJECTING 5 CENTIMETERS
 PZ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0488+STABILITY: SURFACE MOTION
 PZ0488
 PZ0488  HISTORY     - Date     Condition        Report By
 PZ0488  HISTORY     - 1948     MONUMENTED       CGS
 PZ0488  HISTORY     - 1983     GOOD             NGS
 PZ0488  HISTORY     - 1984     GOOD             NGS
 PZ0488  HISTORY     - 1985     GOOD             NGS
 PZ0488
 PZ0488                          STATION DESCRIPTION
 PZ0488
 PZ0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0488'0.9 MI NW FROM DICKEY.
 PZ0488'0.4 MILE NORTHWEST ALONG STATE HIGHWAY NO.27 FROM THE STORE AT DICKEY,
 PZ0488'THENCE 0.5 MILE NORTH ALONG THE DOUBLE SPRINGS ROAD, ABOUT 51 POLES
 PZ0488'NORTH OF A FENCE CORNER, AT A POINT WHERE A DRAINAGE DITCH LEAVES
 PZ0488'ROAD, 81.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 60.0 FEET WEST OF
 PZ0488'A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 PZ0488'FOOT ABOVE THE GROUND.  WITNESS POST SET 2.6 FEET NORTH OF THE
 PZ0488'STATION.
 PZ0488
 PZ0488                          STATION RECOVERY (1983)
 PZ0488
 PZ0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PZ0488'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 PZ0488'36.65 KM (22.3 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0488'OF MAIN STREET AT MCKAY, THENCE 0.8 KM (0.5 MI) NORTHEAST ALONG
 PZ0488'DOUBLE SPRINGS ROAD, 0.41 KM (0.25 MI) SOUTHWEST OF A POWER LINE
 PZ0488'CROSSING THE ROAD, 24.8 METERS (81.5 FT) NORTHWEST OF THE CENTER
 PZ0488'OF THE ROAD.
 PZ0488'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 PZ0488
 PZ0488                          STATION RECOVERY (1984)
 PZ0488
 PZ0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0488'RECOVERED IN GOOD CONDITION.
 PZ0488
 PZ0488                          STATION RECOVERY (1985)
 PZ0488
 PZ0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0427 ***********************************************************************
 PZ0427  DESIGNATION -  B 53
 PZ0427  PID         -  PZ0427
 PZ0427  STATE/COUNTY-  ID/BUTTE
 PZ0427  USGS QUAD   -  BELL MOUNTAIN (1987)
 PZ0427
 PZ0427                         *CURRENT SURVEY CONTROL
 PZ0427  ___________________________________________________________________
 PZ0427* NAD 83(1986)-  44 08 10.     (N)    113 14 44.     (W)     SCALED    
 PZ0427* NAVD 88     -      1791.327  (meters)    5877.05   (feet)  ADJUSTED  
 PZ0427  ___________________________________________________________________
 PZ0427  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 PZ0427  DYNAMIC HT  -        1790.303 (meters)    5873.69  (feet)  COMP
 PZ0427  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 PZ0427
 PZ0427  VERT ORDER  -  SECOND    CLASS 0
 PZ0427
 PZ0427.The horizontal coordinates were scaled from a topographic map and have
 PZ0427.an estimated accuracy of +/- 6 seconds.
 PZ0427
 PZ0427.The orthometric height was determined by differential leveling
 PZ0427.and adjusted by the National Geodetic Survey in June 1991..
 PZ0427
 PZ0427.The geoid height was determined by GEOID03.
 PZ0427
 PZ0427.The dynamic height is computed by dividing the NAVD 88
 PZ0427.geopotential number by the normal gravity value computed on the
 PZ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0427.degrees latitude (g = 980.6199 gals.).
 PZ0427
 PZ0427.The modeled gravity was interpolated from observed gravity values.
 PZ0427
 PZ0427;                    North         East    Units  Estimated Accuracy
 PZ0427;SPC ID C     -   274,600.      560,370.      MT  (+/- 180 meters Scaled)
 PZ0427
 PZ0427                          SUPERSEDED SURVEY CONTROL
 PZ0427
 PZ0427  NGVD 29 (??/??/92) 1790.104  (m)         5873.03   (f) ADJ UNCH    2 0
 PZ0427
 PZ0427.Superseded values are not recommended for survey control.
 PZ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0427.See file dsdata.txt to determine how the superseded data were derived.
 PZ0427
 PZ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP203894(NAD 83)
 PZ0427_MARKER: DB = BENCH MARK DISK
 PZ0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0427_STAMPING: B 53 1948
 PZ0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0427+STABILITY: SURFACE MOTION
 PZ0427
 PZ0427  HISTORY     - Date     Condition        Report By
 PZ0427  HISTORY     - 1948     MONUMENTED       CGS
 PZ0427  HISTORY     - 1983     MARK NOT FOUND   USGS
 PZ0427
 PZ0427                          STATION DESCRIPTION
 PZ0427
 PZ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0427'0.3 MI SE FROM CLYDE.
 PZ0427'0.3 MILE SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT CLYDE,
 PZ0427'AT THE Y INTERSECTION OF THE PAHSIMEROI ROAD AND THE PASS CREEK ROAD,
 PZ0427'AT A FENCE CORNER, 120.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 PZ0427'PROLONGATION OF PASS CREEK ROAD, 30.0 FEET NORTHEAST OF THE CENTER
 PZ0427'LINE OF THE PAHSIMEROI ROAD, 8.5 FEET SOUTHEAST OF THE FENCE CORNER,
 PZ0427'2.3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 PZ0427'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PZ0427
 PZ0427                          STATION RECOVERY (1983)
 PZ0427
 PZ0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0436 ***********************************************************************
 PZ0436  DESIGNATION -  B 54
 PZ0436  PID         -  PZ0436
 PZ0436  STATE/COUNTY-  ID/BUTTE
 PZ0436  USGS QUAD   -  BADGER CREEK (1987)
 PZ0436
 PZ0436                         *CURRENT SURVEY CONTROL
 PZ0436  ___________________________________________________________________
 PZ0436* NAD 83(1986)-  44 01 03.     (N)    113 11 46.     (W)     SCALED    
 PZ0436* NAVD 88     -      1678.805  (meters)    5507.88   (feet)  ADJUSTED  
 PZ0436  ___________________________________________________________________
 PZ0436  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 PZ0436  DYNAMIC HT  -        1677.848 (meters)    5504.74  (feet)  COMP
 PZ0436  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 PZ0436
 PZ0436  VERT ORDER  -  SECOND    CLASS 0
 PZ0436
 PZ0436.The horizontal coordinates were scaled from a topographic map and have
 PZ0436.an estimated accuracy of +/- 6 seconds.
 PZ0436
 PZ0436.The orthometric height was determined by differential leveling
 PZ0436.and adjusted by the National Geodetic Survey in June 1991..
 PZ0436
 PZ0436.The geoid height was determined by GEOID03.
 PZ0436
 PZ0436.The dynamic height is computed by dividing the NAVD 88
 PZ0436.geopotential number by the normal gravity value computed on the
 PZ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0436.degrees latitude (g = 980.6199 gals.).
 PZ0436
 PZ0436.The modeled gravity was interpolated from observed gravity values.
 PZ0436
 PZ0436;                    North         East    Units  Estimated Accuracy
 PZ0436;SPC ID C     -   261,450.      564,460.      MT  (+/- 180 meters Scaled)
 PZ0436
 PZ0436                          SUPERSEDED SURVEY CONTROL
 PZ0436
 PZ0436  NGVD 29 (??/??/92) 1677.612  (m)         5503.97   (f) ADJ UNCH    2 0
 PZ0436
 PZ0436.Superseded values are not recommended for survey control.
 PZ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0436.See file dsdata.txt to determine how the superseded data were derived.
 PZ0436
 PZ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP239761(NAD 83)
 PZ0436_MARKER: DB = BENCH MARK DISK
 PZ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0436_STAMPING: B 54 1948
 PZ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0436+STABILITY: SURFACE MOTION
 PZ0436
 PZ0436  HISTORY     - Date     Condition        Report By
 PZ0436  HISTORY     - 1948     MONUMENTED       CGS
 PZ0436  HISTORY     - 1983     GOOD             USGS
 PZ0436
 PZ0436                          STATION DESCRIPTION
 PZ0436
 PZ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0436'9.5 MI SE FROM CLYDE.
 PZ0436'9.5 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0436'CLYDE, ABOUT 0.5 MILE SOUTHEAST OF THE BOTTOM OF THE SOUTHEAST SLOPE
 PZ0436'OF A GRADE, 82.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.8
 PZ0436'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PZ0436'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PZ0436
 PZ0436                          STATION RECOVERY (1983)
 PZ0436
 PZ0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0436'9.7 MILES SOUTHEAST ALONG THE PHASIMEREI ROAD FROM THE SCHOOLHOUSE AT
 PZ0436'CLYDE TO THE INTERSECTION OF A GRAVELED ROAD WEST TO THE INTERSECTION
 PZ0436'OF A GRAVELED ROAD WEST, TURN WEST ON GRAVELED ROAD FOR 200 FEET TO
 PZ0436'INTERSECTION OF A PORTION OF THE OLD HIGHWAY (NOW A TRACK ROAD)
 PZ0436'CONTINUE ON OLD HWY. FOR 510 FEET, 85 FEET SOUTHWEST OF CENTERLINE OF
 PZ0436'ROAD SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE
 PZ0436'GROUND A STANDARD TABLET, STAMPED B 54 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0567 ***********************************************************************
 OY0567  DESIGNATION -  B 55
 OY0567  PID         -  OY0567
 OY0567  STATE/COUNTY-  ID/CUSTER
 OY0567  USGS QUAD   -  METHODIST CREEK (1969)
 OY0567
 OY0567                         *CURRENT SURVEY CONTROL
 OY0567  ___________________________________________________________________
 OY0567* NAD 83(1986)-  43 58 39.     (N)    113 26 49.     (W)     SCALED    
 OY0567* NAVD 88     -      2014.079  (meters)    6607.86   (feet)  ADJUSTED  
 OY0567  ___________________________________________________________________
 OY0567  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 OY0567  DYNAMIC HT  -        2012.736 (meters)    6603.45  (feet)  COMP
 OY0567  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 OY0567
 OY0567  VERT ORDER  -  SECOND    CLASS 0
 OY0567
 OY0567.The horizontal coordinates were scaled from a topographic map and have
 OY0567.an estimated accuracy of +/- 6 seconds.
 OY0567
 OY0567.The orthometric height was determined by differential leveling
 OY0567.and adjusted by the National Geodetic Survey in June 1991..
 OY0567
 OY0567.The geoid height was determined by GEOID03.
 OY0567
 OY0567.The dynamic height is computed by dividing the NAVD 88
 OY0567.geopotential number by the normal gravity value computed on the
 OY0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0567.degrees latitude (g = 980.6199 gals.).
 OY0567
 OY0567.The modeled gravity was interpolated from observed gravity values.
 OY0567
 OY0567;                    North         East    Units  Estimated Accuracy
 OY0567;SPC ID C     -   256,840.      544,370.      MT  (+/- 180 meters Scaled)
 OY0567
 OY0567                          SUPERSEDED SURVEY CONTROL
 OY0567
 OY0567  NGVD 29 (??/??/92) 2012.722  (m)         6603.41   (f) ADJ UNCH    2 0
 OY0567
 OY0567.Superseded values are not recommended for survey control.
 OY0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0567.See file dsdata.txt to determine how the superseded data were derived.
 OY0567
 OY0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP037722(NAD 83)
 OY0567_MARKER: DB = BENCH MARK DISK
 OY0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0567_STAMPING: B 55 1948
 OY0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0567+STABILITY: SURFACE MOTION
 OY0567
 OY0567  HISTORY     - Date     Condition        Report By
 OY0567  HISTORY     - 1948     MONUMENTED       CGS
 OY0567  HISTORY     - 1969     MARK NOT FOUND   USGS
 OY0567
 OY0567                          STATION DESCRIPTION
 OY0567
 OY0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0567'9.0 MI N FROM LESLIE.
 OY0567'ABOUT 9.0 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE POST OFFICE
 OY0567'AT LESLIE, ABOUT 1.0 MILE NORTH OF THE NORTH END OF THE PASS CREEK
 OY0567'GORGE, AT THE MAIN ENTRANCE TO THE MOUNTAIN VIEW GUARD STATION, 40.0
 OY0567'FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO THE GUARD STATION,
 OY0567'39.5 FEET WEST OF THE CENTER LINE OF THE PASS CREEK ROAD, 30.0 FEET
 OY0567'SOUTH OF A CORNER FENCE POST, 2.0 FEET SOUTH OF A WITNESS POST, 1.3
 OY0567'FEET EAST OF A NORTH-SOUTH FENCE LINE, SET IN THE TOP OF A CONCRETE
 OY0567'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OY0567
 OY0567                          STATION RECOVERY (1969)
 OY0567
 OY0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0356 ***********************************************************************
 PZ0356  DESIGNATION -  B 56
 PZ0356  PID         -  PZ0356
 PZ0356  STATE/COUNTY-  ID/BUTTE
 PZ0356  USGS QUAD   -  MULKEY BAR (1987)
 PZ0356
 PZ0356                         *CURRENT SURVEY CONTROL
 PZ0356  ___________________________________________________________________
 PZ0356* NAD 83(1986)-  44 09 01.     (N)    113 18 16.     (W)     SCALED    
 PZ0356* NAVD 88     -      1868.790  (meters)    6131.19   (feet)  ADJUSTED  
 PZ0356  ___________________________________________________________________
 PZ0356  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 PZ0356  DYNAMIC HT  -        1867.687 (meters)    6127.57  (feet)  COMP
 PZ0356  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 PZ0356
 PZ0356  VERT ORDER  -  SECOND    CLASS 0
 PZ0356
 PZ0356.The horizontal coordinates were scaled from a topographic map and have
 PZ0356.an estimated accuracy of +/- 6 seconds.
 PZ0356
 PZ0356.The orthometric height was determined by differential leveling
 PZ0356.and adjusted by the National Geodetic Survey in June 1991..
 PZ0356
 PZ0356.The geoid height was determined by GEOID03.
 PZ0356
 PZ0356.The dynamic height is computed by dividing the NAVD 88
 PZ0356.geopotential number by the normal gravity value computed on the
 PZ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0356.degrees latitude (g = 980.6199 gals.).
 PZ0356
 PZ0356.The modeled gravity was interpolated from observed gravity values.
 PZ0356
 PZ0356;                    North         East    Units  Estimated Accuracy
 PZ0356;SPC ID C     -   276,130.      555,640.      MT  (+/- 180 meters Scaled)
 PZ0356
 PZ0356                          SUPERSEDED SURVEY CONTROL
 PZ0356
 PZ0356  NGVD 29 (??/??/92) 1867.535  (m)         6127.07   (f) ADJ UNCH    2 0
 PZ0356
 PZ0356.Superseded values are not recommended for survey control.
 PZ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0356.See file dsdata.txt to determine how the superseded data were derived.
 PZ0356
 PZ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP157911(NAD 83)
 PZ0356_MARKER: DB = BENCH MARK DISK
 PZ0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0356_STAMPING: B 56 1948
 PZ0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0356+STABILITY: SURFACE MOTION
 PZ0356
 PZ0356  HISTORY     - Date     Condition        Report By
 PZ0356  HISTORY     - 1948     MONUMENTED       CGS
 PZ0356
 PZ0356                          STATION DESCRIPTION
 PZ0356
 PZ0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0356'3.1 MI SW FROM CLYDE.
 PZ0356'3.1 MILES SOUTHWEST ALONG THE PASS CREEK ROAD FROM THE SCHOOL AT
 PZ0356'CLYDE, ABOUT 150 YARDS SOUTH OF A ROW OF WILLOW TREES, 93.5 FEET SOUTH
 PZ0356'OF THE CENTER LINE OF A TRACK ROAD LEADING NORTHEAST, 58.0 FEET NORTH
 PZ0356'OF THE CENTER LINE OF THE PASS CREEK ROAD, 3.2 FEET SOUTH OF A WITNESS
 PZ0356'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PZ0356'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0457 ***********************************************************************
 OY0457  DESIGNATION -  B 57
 OY0457  PID         -  OY0457
 OY0457  STATE/COUNTY-  ID/CLARK
 OY0457  USGS QUAD   -  CIRCULAR BUTTE NW (1969)
 OY0457
 OY0457                         *CURRENT SURVEY CONTROL
 OY0457  ___________________________________________________________________
 OY0457* NAD 83(1986)-  43 59 43.     (N)    112 43 34.     (W)     SCALED    
 OY0457* NAVD 88     -      1560.659  (meters)    5120.26   (feet)  ADJUSTED  
 OY0457  ___________________________________________________________________
 OY0457  GEOID HEIGHT-         -11.20  (meters)                     GEOID03
 OY0457  DYNAMIC HT  -        1559.887 (meters)    5117.73  (feet)  COMP
 OY0457  MODELED GRAV-     980,068.6   (mgal)                       NAVD 88
 OY0457
 OY0457  VERT ORDER  -  SECOND    CLASS 0
 OY0457
 OY0457.The horizontal coordinates were scaled from a topographic map and have
 OY0457.an estimated accuracy of +/- 6 seconds.
 OY0457
 OY0457.The orthometric height was determined by differential leveling
 OY0457.and adjusted by the National Geodetic Survey in June 1991..
 OY0457
 OY0457.The geoid height was determined by GEOID03.
 OY0457
 OY0457.The dynamic height is computed by dividing the NAVD 88
 OY0457.geopotential number by the normal gravity value computed on the
 OY0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0457.degrees latitude (g = 980.6199 gals.).
 OY0457
 OY0457.The modeled gravity was interpolated from observed gravity values.
 OY0457
 OY0457;                    North         East    Units  Estimated Accuracy
 OY0457;SPC ID E     -   258,820.      155,130.      MT  (+/- 180 meters Scaled)
 OY0457
 OY0457                          SUPERSEDED SURVEY CONTROL
 OY0457
 OY0457  NGVD 29 (??/??/92) 1559.559  (m)         5116.65   (f) ADJ UNCH    2 0
 OY0457
 OY0457.Superseded values are not recommended for survey control.
 OY0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0457.See file dsdata.txt to determine how the superseded data were derived.
 OY0457
 OY0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP615727(NAD 83)
 OY0457_MARKER: DB = BENCH MARK DISK
 OY0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0457_STAMPING: B 57 1948
 OY0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0457+STABILITY: SURFACE MOTION
 OY0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0457+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 OY0457
 OY0457  HISTORY     - Date     Condition        Report By
 OY0457  HISTORY     - 1948     MONUMENTED       CGS
 OY0457  HISTORY     - 20010522 GOOD             IDTD
 OY0457
 OY0457                          STATION DESCRIPTION
 OY0457
 OY0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0457'19.0 MI NW FROM TERRETON.
 OY0457'ABOUT 18.2 MILES NORTHWEST ALONG STATE HIGHWAY NO. 28 FROM THE POST
 OY0457'OFFICE AT TERRETON, THENCE 0.7 MILE NORTHEAST ALONG STATE HIGHWAY NO.
 OY0457'22, 78.5 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY NO. 22, 3.3
 OY0457'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OY0457'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0457
 OY0457                          STATION RECOVERY (2001)
 OY0457
 OY0457'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JW)
 OY0457'FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 22 PROCEED NORTHEAST ON
 OY0457'SH-22 FOR 0.550 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0138 ***********************************************************************
 OY0138  DESIGNATION -  B 58
 OY0138  PID         -  OY0138
 OY0138  STATE/COUNTY-  ID/JEFFERSON
 OY0138  USGS QUAD   -  MARKET LAKE (1964)
 OY0138
 OY0138                         *CURRENT SURVEY CONTROL
 OY0138  ___________________________________________________________________
 OY0138* NAD 83(1986)-  43 48 05.     (N)    112 10 40.     (W)     SCALED    
 OY0138* NAVD 88     -      1451.124  (meters)    4760.90   (feet)  ADJUSTED  
 OY0138  ___________________________________________________________________
 OY0138  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY0138  DYNAMIC HT  -        1450.414 (meters)    4758.57  (feet)  COMP
 OY0138  MODELED GRAV-     980,078.2   (mgal)                       NAVD 88
 OY0138
 OY0138  VERT ORDER  -  FIRST     CLASS II
 OY0138
 OY0138.The horizontal coordinates were scaled from a topographic map and have
 OY0138.an estimated accuracy of +/- 6 seconds.
 OY0138
 OY0138.The orthometric height was determined by differential leveling
 OY0138.and adjusted by the National Geodetic Survey in June 1991..
 OY0138
 OY0138.The geoid height was determined by GEOID03.
 OY0138
 OY0138.The dynamic height is computed by dividing the NAVD 88
 OY0138.geopotential number by the normal gravity value computed on the
 OY0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0138.degrees latitude (g = 980.6199 gals.).
 OY0138
 OY0138.The modeled gravity was interpolated from observed gravity values.
 OY0138
 OY0138;                    North         East    Units  Estimated Accuracy
 OY0138;SPC ID E     -   237,130.      199,110.      MT  (+/- 180 meters Scaled)
 OY0138
 OY0138                          SUPERSEDED SURVEY CONTROL
 OY0138
 OY0138  NGVD 29 (??/??/92) 1450.054  (m)         4757.39   (f) ADJ UNCH    1 2
 OY0138
 OY0138.Superseded values are not recommended for survey control.
 OY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0138.See file dsdata.txt to determine how the superseded data were derived.
 OY0138
 OY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP052504(NAD 83)
 OY0138_MARKER: DB = BENCH MARK DISK
 OY0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0138_STAMPING: B 58 1948
 OY0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0138+STABILITY: SURFACE MOTION
 OY0138
 OY0138  HISTORY     - Date     Condition        Report By
 OY0138  HISTORY     - 1948     MONUMENTED       CGS
 OY0138  HISTORY     - 1967     GOOD             NGS
 OY0138
 OY0138                          STATION DESCRIPTION
 OY0138
 OY0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0138'6.45 MI N FROM ROBERTS.
 OY0138'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 OY0138'RAILROAD STATION AT ROBERTS, THENCE 5.35 MILES NORTH ALONG INTERSTATE
 OY0138'HIGHWAY 15, AT AN IDAHO STATE WEIGHT STATION, AT THE CROSSING OF A
 OY0138'POWER LINE, 263 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 OY0138'HIGHWAY, 227.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE WEIGHT
 OY0138'STATION BUILDING, 59 FEET SOUTHWEST OF THE CENTER LINE OF AN ASPHALT
 OY0138'ROAD (FORMER ALIGNMENT OF HIGHWAY), 105 FEET EAST OF THE NORTH ONE OF
 OY0138'TWO POWER POLES, 5 FEET SOUTHWEST OF A FENCE CORNER, 1.6 FEET SOUTH OF
 OY0138'A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE
 OY0138'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 OY0138'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0391 ***********************************************************************
 OY0391  DESIGNATION -  B 59
 OY0391  PID         -  OY0391
 OY0391  STATE/COUNTY-  ID/BINGHAM
 OY0391  USGS QUAD   -  TABER (1973)
 OY0391
 OY0391                         *CURRENT SURVEY CONTROL
 OY0391  ___________________________________________________________________
 OY0391* NAD 83(1986)-  43 17 45.     (N)    112 38 37.     (W)     SCALED    
 OY0391* NAVD 88     -      1418.170  (meters)    4652.78   (feet)  ADJUSTED  
 OY0391  ___________________________________________________________________
 OY0391  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 OY0391  DYNAMIC HT  -        1417.430 (meters)    4650.35  (feet)  COMP
 OY0391  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 OY0391
 OY0391  VERT ORDER  -  FIRST     CLASS II
 OY0391
 OY0391.The horizontal coordinates were scaled from a topographic map and have
 OY0391.an estimated accuracy of +/- 6 seconds.
 OY0391
 OY0391.The orthometric height was determined by differential leveling
 OY0391.and adjusted by the National Geodetic Survey in December 1992..
 OY0391
 OY0391.The geoid height was determined by GEOID03.
 OY0391
 OY0391.The dynamic height is computed by dividing the NAVD 88
 OY0391.geopotential number by the normal gravity value computed on the
 OY0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0391.degrees latitude (g = 980.6199 gals.).
 OY0391
 OY0391.The modeled gravity was interpolated from observed gravity values.
 OY0391
 OY0391;                    North         East    Units  Estimated Accuracy
 OY0391;SPC ID E     -   181,070.      161,300.      MT  (+/- 180 meters Scaled)
 OY0391
 OY0391                          SUPERSEDED SURVEY CONTROL
 OY0391
 OY0391  NAVD 88 (06/15/91) 1418.181  (m)         4652.82   (f) UNKNOWN     1 2
 OY0391  NGVD 29 (08/20/92) 1417.151  (m)         4649.44   (f) ADJUSTED    1 2
 OY0391
 OY0391.Superseded values are not recommended for survey control.
 OY0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0391.See file dsdata.txt to determine how the superseded data were derived.
 OY0391
 OY0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN666949(NAD 83)
 OY0391_MARKER: DB = BENCH MARK DISK
 OY0391_SETTING: 66 = SET IN ROCK OUTCROP
 OY0391_SP_SET: BEDROCK
 OY0391_STAMPING: B 59 1948
 OY0391_MARK LOGO: CGS   
 OY0391_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0391+STABILITY: POSITION/ELEVATION WELL
 OY0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0391+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0391
 OY0391  HISTORY     - Date     Condition        Report By
 OY0391  HISTORY     - 1948     MONUMENTED       CGS
 OY0391  HISTORY     - 1958     GOOD             NGS
 OY0391  HISTORY     - 19920619 GOOD             NGS
 OY0391
 OY0391                          STATION DESCRIPTION
 OY0391
 OY0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0391'17.5 MI NW FROM BLACKFOOT.
 OY0391'17.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0391'AT BLACKFOOT, 78 FEET SOUTHWEST OF THE EIGHTH POLE WEST OF MILEPOLE
 OY0391'17, 8 1/2 POLES WEST OF THE CROSSING OF A ROAD, 66.6 FEET SOUTH OF THE
 OY0391'SOUTH RAIL, IN THE TOP OF A LAVA ROCK FORMATION FLUSH WITH THE GROUND,
 OY0391'AND 5 FEET LOWER THAN THE TRACK.
 OY0391
 OY0391                          STATION RECOVERY (1992)
 OY0391
 OY0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0391'25.7 KM (15.95 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY0391'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, NEAR THE
 OY0391'NORTHEAST END OF A 15 BY 30-FOOT AREA OF OUTCROPPING BEDROCK, 0.9 KM
 OY0391'(0.55 MI) SOUTHEAST OF THE INTERSECTION OF 1800 WEST ROAD, 20.3 M
 OY0391'(66.6 FT) SOUTHWEST OF THE NEAR RAIL, AND 1.5 M (4.9 FT) BELOW THE
 OY0391'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0490 ***********************************************************************
 RY0490  DESIGNATION -  B 60
 RY0490  PID         -  RY0490
 RY0490  STATE/COUNTY-  ID/IDAHO
 RY0490  USGS QUAD   -  LOWELL (1994)
 RY0490
 RY0490                         *CURRENT SURVEY CONTROL
 RY0490  ___________________________________________________________________
 RY0490* NAD 83(1986)-  46 13 31.     (N)    115 31 26.     (W)     SCALED    
 RY0490* NAVD 88     -       493.101  (meters)    1617.78   (feet)  ADJUSTED  
 RY0490  ___________________________________________________________________
 RY0490  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 RY0490  DYNAMIC HT  -         493.024 (meters)    1617.53  (feet)  COMP
 RY0490  MODELED GRAV-     980,446.2   (mgal)                       NAVD 88
 RY0490
 RY0490  VERT ORDER  -  FIRST     CLASS II
 RY0490
 RY0490.The horizontal coordinates were scaled from a topographic map and have
 RY0490.an estimated accuracy of +/- 6 seconds.
 RY0490
 RY0490.The orthometric height was determined by differential leveling
 RY0490.and adjusted by the National Geodetic Survey in June 1991..
 RY0490
 RY0490.The geoid height was determined by GEOID03.
 RY0490
 RY0490.The dynamic height is computed by dividing the NAVD 88
 RY0490.geopotential number by the normal gravity value computed on the
 RY0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0490.degrees latitude (g = 980.6199 gals.).
 RY0490
 RY0490.The modeled gravity was interpolated from observed gravity values.
 RY0490
 RY0490;                    North         East    Units  Estimated Accuracy
 RY0490;SPC ID W     -   506,500.      817,440.      MT  (+/- 180 meters Scaled)
 RY0490
 RY0490                          SUPERSEDED SURVEY CONTROL
 RY0490
 RY0490  NGVD 29 (??/??/92)  491.983  (m)         1614.11   (f) ADJ UNCH    1 2
 RY0490
 RY0490.Superseded values are not recommended for survey control.
 RY0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0490.See file dsdata.txt to determine how the superseded data were derived.
 RY0490
 RY0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM138201(NAD 83)
 RY0490_MARKER: DB = BENCH MARK DISK
 RY0490_SETTING: 66 = SET IN ROCK OUTCROP
 RY0490_SP_SET: ROCK LEDGE
 RY0490_STAMPING: B 60 1950
 RY0490_MARK LOGO: CGS   
 RY0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0490+STABILITY: POSITION/ELEVATION WELL
 RY0490
 RY0490  HISTORY     - Date     Condition        Report By
 RY0490  HISTORY     - 1950     MONUMENTED       CGS
 RY0490  HISTORY     - 1980     GOOD             NGS
 RY0490
 RY0490                          STATION DESCRIPTION
 RY0490
 RY0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0490'8.2 MI NE FROM LOWELL.
 RY0490'8.2 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF
 RY0490'THE STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, 0.4 MILE NORTHEAST
 RY0490'OF GLADE CREEK, 0.15 MILE SOUTH OF A LONE 36-INCH CEDAR TREE GROWING
 RY0490'ON THE EAST EDGE OF THE HIGHWAY, 26 1/2 FEET WEST OF THE CENTER LINE
 RY0490'OF THE HIGHWAY, IN THE NORTHEAST SIDE OF A ROCK LEDGE, ABOUT 3 1/2
 RY0490'FEET HIGHER THAN THE HIGHWAY, AND MARKED BY A PAINTED B M.
 RY0490
 RY0490                          STATION RECOVERY (1980)
 RY0490
 RY0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0490'14.2 KILOMETERS (8.8 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0490'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.6
 RY0490'KILOMETER (0.4 MILE) NORTHEAST OF GLADE CREEK AND HIGHWAY MILEPOST
 RY0490'105, SET IN A NARROW LEDGE ON THE NORTHEAST SIDE OF A ROCK OUTCROP
 RY0490'SLOPING TOWARD THE ROAD IN A BEDROCK HIGHWAY CUT, BELOW A MASSIVE
 RY0490'UNCUT OUTCROP OFFSET FROM THE SURROUNDING ROCK CUTS, 8.8 METERS (28.7
 RY0490'FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 51.8 METERS (170.0 FEET)
 RY0490'SOUTH OF THE TOP CENTER OF THE WEST END OF A 45-CENTIMETER (18-INCH)
 RY0490'DIAMETER STEEL CULVERT PIPE UNDER THE HIGHWAY AT THE SOUTH END OF THE
 RY0490'CUT, 42.0 METERS (137.6 FEET) NORTH OF THE TOP CENTER OF THE WEST
 RY0490'END OF A 45-CENTIMETER (18-INCH) DIAMETER STEEL PIPE CULVERT UNDER
 RY0490'THE HIGHWAY, 0.2 METER (0.7 FOOT) NORTHWEST OF A POINT IN THE ROCK.
 RY0490'THE MARK IS 0.55 METERS  ENE FROM A WITNESS POST.
 RY0490'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0282 ***********************************************************************
 RY0282  DESIGNATION -  B 61
 RY0282  PID         -  RY0282
 RY0282  STATE/COUNTY-  ID/IDAHO
 RY0282  USGS QUAD   -  LIZ BUTTE (1994)
 RY0282
 RY0282                         *CURRENT SURVEY CONTROL
 RY0282  ___________________________________________________________________
 RY0282* NAD 83(1986)-  46 25 19.     (N)    115 21 42.     (W)     SCALED    
 RY0282* NAVD 88     -      1516.971  (meters)    4976.93   (feet)  ADJUSTED  
 RY0282  ___________________________________________________________________
 RY0282  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 RY0282  DYNAMIC HT  -        1516.563 (meters)    4975.59  (feet)  COMP
 RY0282  MODELED GRAV-     980,292.0   (mgal)                       NAVD 88
 RY0282
 RY0282  VERT ORDER  -  FIRST     CLASS II
 RY0282
 RY0282.The horizontal coordinates were scaled from a topographic map and have
 RY0282.an estimated accuracy of +/- 6 seconds.
 RY0282
 RY0282.The orthometric height was determined by differential leveling
 RY0282.and adjusted by the National Geodetic Survey in June 1991..
 RY0282
 RY0282.The geoid height was determined by GEOID03.
 RY0282
 RY0282.The dynamic height is computed by dividing the NAVD 88
 RY0282.geopotential number by the normal gravity value computed on the
 RY0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0282.degrees latitude (g = 980.6199 gals.).
 RY0282
 RY0282.The modeled gravity was interpolated from observed gravity values.
 RY0282
 RY0282;                    North         East    Units  Estimated Accuracy
 RY0282;SPC ID W     -   528,410.      829,850.      MT  (+/- 180 meters Scaled)
 RY0282
 RY0282                          SUPERSEDED SURVEY CONTROL
 RY0282
 RY0282  NGVD 29 (??/??/92) 1515.734  (m)         4972.87   (f) ADJ UNCH    1 2
 RY0282
 RY0282.Superseded values are not recommended for survey control.
 RY0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0282.See file dsdata.txt to determine how the superseded data were derived.
 RY0282
 RY0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM258422(NAD 83)
 RY0282_MARKER: DB = BENCH MARK DISK
 RY0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0282_STAMPING: B 61 1950
 RY0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0282+STABILITY: SURFACE MOTION
 RY0282
 RY0282  HISTORY     - Date     Condition        Report By
 RY0282  HISTORY     - 1950     MONUMENTED       CGS
 RY0282
 RY0282                          STATION DESCRIPTION
 RY0282
 RY0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0282'0.6 MI E FROM SHERMAN SADDLE.
 RY0282'0.6 MILE EAST ALONG THE LOLO TRAIL ROAD FROM SHERMAN SADDLE, ON THE
 RY0282'OUTSIDE OF A PROMINENT U CURVE, 167.5 FEET NORTH OF THE SOUTHWEST END
 RY0282'OF A WOODEN CULVERT NEAR THE MIDDLE OF A CURVE, 26 FEET NORTHWEST OF
 RY0282'THE CENTER LINE OF THE ROAD, 21 FEET NORTH OF A 3-INCH PINE TREE
 RY0282'GROWING ON THE NORTHWEST EDGE OF THE ROAD, 6.6 FEET SOUTH OF A 7-INCH
 RY0282'WHITE FIR TREE MARKED WITH A WHITE PAINTED TRIANGULAR BLAZE, 2.7 FEET
 RY0282'SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET
 RY0282'IN THE TOP OF A CONCRETE POST PROJECTIG 3.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0250 ***********************************************************************
 RY0250  DESIGNATION -  B 62
 RY0250  PID         -  RY0250
 RY0250  STATE/COUNTY-  ID/IDAHO
 RY0250  USGS QUAD   -  ROUNDTOP (1994)
 RY0250
 RY0250                         *CURRENT SURVEY CONTROL
 RY0250  ___________________________________________________________________
 RY0250* NAD 83(1986)-  46 37 08.     (N)    114 35 23.     (W)     SCALED    
 RY0250* NAVD 88     -      1479.090  (meters)    4852.65   (feet)  POSTED    
 RY0250  ___________________________________________________________________
 RY0250  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RY0250  DYNAMIC HT  -        1478.700 (meters)    4851.37  (feet)  COMP
 RY0250  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 RY0250
 RY0250  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0250
 RY0250.The horizontal coordinates were scaled from a topographic map and have
 RY0250.an estimated accuracy of +/- 6 seconds.
 RY0250
 RY0250.The orthometric height was determined by differential leveling
 RY0250.and adjusted by the National Geodetic Survey in 1992..
 RY0250.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0250.rate of 1.1 thru 2.0 mm/km.
 RY0250
 RY0250.The geoid height was determined by GEOID03.
 RY0250
 RY0250.The dynamic height is computed by dividing the NAVD 88
 RY0250.geopotential number by the normal gravity value computed on the
 RY0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0250.degrees latitude (g = 980.6199 gals.).
 RY0250
 RY0250.The modeled gravity was interpolated from observed gravity values.
 RY0250
 RY0250;                    North         East    Units  Estimated Accuracy
 RY0250;SPC ID W     -   550,880.      888,870.      MT  (+/- 180 meters Scaled)
 RY0250
 RY0250                          SUPERSEDED SURVEY CONTROL
 RY0250
 RY0250  NGVD 29 (??/??/92) 1477.872  (m)         4848.65   (f) ADJ UNCH    1 2
 RY0250
 RY0250.Superseded values are not recommended for survey control.
 RY0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0250.See file dsdata.txt to determine how the superseded data were derived.
 RY0250
 RY0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM845656(NAD 83)
 RY0250_MARKER: DB = BENCH MARK DISK
 RY0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0250_STAMPING: B 62 1950
 RY0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0250+STABILITY: SURFACE MOTION
 RY0250
 RY0250  HISTORY     - Date     Condition        Report By
 RY0250  HISTORY     - 1950     MONUMENTED       CGS
 RY0250  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0250  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0250
 RY0250                          STATION DESCRIPTION
 RY0250
 RY0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0250'12.7 MI NE FROM POWELL RANGER STATION.
 RY0250'0.9 MILE NORTH ALONG A FOREST SERVICE DIRT ROAD FROM THE POWELL RANGER
 RY0250'STATION, THENCE 11.8 MILES NORTHEAST ALONG STATE HIGHWAY 9, AT THE
 RY0250'SOUTHEAST END OF A SHARP S CURVE, ON THE SOUTHEAST SIDE OF A RAVINE,
 RY0250'116 FEET SOUTHEAST OF THE SOUTHEAST END OF THROUGH CUT, 59 FEET
 RY0250'SOUTHEAST OF THE CENTER OF THE NORTHEAST END OF A 24-INCH CORRUGATED
 RY0250'METAL PIPE CULVERT, 22 FEET NORTHEAST OF THE CENTER LINE OF THE
 RY0250'HIGHWAY, 2.7 FEET NORTH OF A WITNESS POST, LEVEL WITH THE HIGHWAY,
 RY0250'CONCRETE POST PROJECTS 0.3 FOOT.
 RY0250
 RY0250                          STATION RECOVERY (1964)
 RY0250
 RY0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0250'MARK NOT FOUND.
 RY0250
 RY0250                          STATION RECOVERY (1980)
 RY0250
 RY0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0250'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0311 ***********************************************************************
 RY0311  DESIGNATION -  B 63
 RY0311  PID         -  RY0311
 RY0311  STATE/COUNTY-  ID/IDAHO
 RY0311  USGS QUAD   -  GREYSTONE BUTTE (1994)
 RY0311
 RY0311                         *CURRENT SURVEY CONTROL
 RY0311  ___________________________________________________________________
 RY0311* NAD 83(1986)-  46 26 44.     (N)    115 05 16.     (W)     SCALED    
 RY0311* NAVD 88     -       828.325  (meters)    2717.60   (feet)  POSTED    
 RY0311  ___________________________________________________________________
 RY0311  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 RY0311  DYNAMIC HT  -         828.160 (meters)    2717.05  (feet)  COMP
 RY0311  MODELED GRAV-     980,392.4   (mgal)                       NAVD 88
 RY0311
 RY0311  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0311
 RY0311.The horizontal coordinates were scaled from a topographic map and have
 RY0311.an estimated accuracy of +/- 6 seconds.
 RY0311
 RY0311.The orthometric height was determined by differential leveling
 RY0311.and adjusted by the National Geodetic Survey in 1992..
 RY0311.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0311.rate of 1.1 thru 2.0 mm/km.
 RY0311
 RY0311.The geoid height was determined by GEOID03.
 RY0311
 RY0311.The dynamic height is computed by dividing the NAVD 88
 RY0311.geopotential number by the normal gravity value computed on the
 RY0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0311.degrees latitude (g = 980.6199 gals.).
 RY0311
 RY0311.The modeled gravity was interpolated from observed gravity values.
 RY0311
 RY0311;                    North         East    Units  Estimated Accuracy
 RY0311;SPC ID W     -   531,180.      850,880.      MT  (+/- 180 meters Scaled)
 RY0311
 RY0311                          SUPERSEDED SURVEY CONTROL
 RY0311
 RY0311  NGVD 29 (??/??/92)  827.184  (m)         2713.85   (f) ADJ UNCH    1 2
 RY0311
 RY0311.Superseded values are not recommended for survey control.
 RY0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0311.See file dsdata.txt to determine how the superseded data were derived.
 RY0311
 RY0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM468453(NAD 83)
 RY0311_MARKER: DB = BENCH MARK DISK
 RY0311_SETTING: 80 = SET IN A BOULDER
 RY0311_STAMPING: B 63 1950
 RY0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0311+STABILITY: SURFACE MOTION
 RY0311
 RY0311  HISTORY     - Date     Condition        Report By
 RY0311  HISTORY     - 1950     MONUMENTED       CGS
 RY0311  HISTORY     - 1966     MARK NOT FOUND   USGS
 RY0311
 RY0311                          STATION DESCRIPTION
 RY0311
 RY0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0311'17.9 MI NE FROM LOCHSA RANGER STATION.
 RY0311'17.9 MILES NORTHEAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER
 RY0311'STATION, 1.3 MILES SOUTHWEST OF INDIAN GRAVE CREEK, AT THE WEST END OF
 RY0311'A LONG BEND IN THE RIVER, 120 FEET EAST OF A 36-INCH WHITE PINE TREE
 RY0311'MARKED BY A TRIANGULAR BLAZE, 27 FEET NORTH OF THE NORTH BANK AND
 RY0311'ABOUT 2 FEET HIGHER THAN THE RIVER AT LOW WATER, IN THE TOP OF A
 RY0311'BOULDER MARKED BY A PAINTED B M.
 RY0311
 RY0311                          STATION RECOVERY (1966)
 RY0311
 RY0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RY0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0223 ***********************************************************************
 RY0223  DESIGNATION -  B 64
 RY0223  PID         -  RY0223
 RY0223  STATE/COUNTY-  ID/IDAHO
 RY0223  USGS QUAD   -  CAYUSE JUNCTION (1994)
 RY0223
 RY0223                         *CURRENT SURVEY CONTROL
 RY0223  ___________________________________________________________________
 RY0223* NAD 83(1986)-  46 30 20.     (N)    114 49 25.     (W)     SCALED    
 RY0223* NAVD 88     -       974.891  (meters)    3198.45   (feet)  ADJUSTED  
 RY0223  ___________________________________________________________________
 RY0223  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 RY0223  DYNAMIC HT  -         974.689 (meters)    3197.79  (feet)  COMP
 RY0223  MODELED GRAV-     980,375.5   (mgal)                       NAVD 88
 RY0223
 RY0223  VERT ORDER  -  FIRST     CLASS II
 RY0223
 RY0223.The horizontal coordinates were scaled from a topographic map and have
 RY0223.an estimated accuracy of +/- 6 seconds.
 RY0223
 RY0223.The orthometric height was determined by differential leveling
 RY0223.and adjusted by the National Geodetic Survey in June 1991..
 RY0223
 RY0223.The geoid height was determined by GEOID03.
 RY0223
 RY0223.The dynamic height is computed by dividing the NAVD 88
 RY0223.geopotential number by the normal gravity value computed on the
 RY0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0223.degrees latitude (g = 980.6199 gals.).
 RY0223
 RY0223.The modeled gravity was interpolated from observed gravity values.
 RY0223
 RY0223;                    North         East    Units  Estimated Accuracy
 RY0223;SPC ID W     -   538,050.      871,100.      MT  (+/- 180 meters Scaled)
 RY0223
 RY0223                          SUPERSEDED SURVEY CONTROL
 RY0223
 RY0223  NGVD 29 (??/??/92)  973.748  (m)         3194.70   (f) ADJ UNCH    1 2
 RY0223
 RY0223.Superseded values are not recommended for survey control.
 RY0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0223.See file dsdata.txt to determine how the superseded data were derived.
 RY0223
 RY0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM669525(NAD 83)
 RY0223_MARKER: DB = BENCH MARK DISK
 RY0223_SETTING: 80 = SET IN A BOULDER
 RY0223_STAMPING: B 64 1950
 RY0223_MARK LOGO: CGS   
 RY0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0223+STABILITY: SURFACE MOTION
 RY0223
 RY0223  HISTORY     - Date     Condition        Report By
 RY0223  HISTORY     - 1950     MONUMENTED       CGS
 RY0223  HISTORY     - 1980     GOOD             NGS
 RY0223
 RY0223                          STATION DESCRIPTION
 RY0223
 RY0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0223'7.5 MI W FROM POWELL RANGER STATION.
 RY0223'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0223'STATION, THENCE 6.6 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, IN
 RY0223'THE TOP OF A FLAT GRANITE BOULDER, 122 FEET NORTH OF THE CENTER LINE
 RY0223'OF THE HIGHWAY, 31 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 RY0223'TRAILS 39 AND 229, 18 FEET WEST OF THE APPROXIMATE CENTER OF BADGER
 RY0223'CREEK, 7 FEET SOUTH OF A 14-INCH CEDAR TREE BEARING A METAL SIGN
 RY0223'READING BADGER CREEK, 4 FEET SOUTHWEST OF TRAIL NO. 229, ABOUT 6 FEET
 RY0223'HIGHER THAN THE HIGHWAY, AND MARKED BY A PAINTED B M.
 RY0223
 RY0223                          STATION RECOVERY (1980)
 RY0223
 RY0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0223'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0223'RANGER STATION, THENCE 9.9 KILOMETERS (6.15 MILES) WEST ALONG U.S.
 RY0223'HIGHWAY 12, 0.3 KILOMETER (0.2 MILE) NORTHWEST OF HIGHWAY MILEPOST
 RY0223'156, SET IN TOP OF AN 0.5 X 1 METER (1.5 X 3 FOOT) GRANITE BOULDER
 RY0223'ON THE WEST BANK OF BADGER CREEK, 58.5 METERS (192 FEET) NORTH OF
 RY0223'THE CENTERLINE OF THE HIGHWAY, 15.0 METERS (49.0 FEET) WEST OF THE
 RY0223'CENTERLINE OF BADGER CREEK ROAD, 2.1 METERS (7.0 FEET) SOUTH-SOUTHWEST
 RY0223'OF A 30-INCH DIAMETER CEDAR WITH A METAL SIGN READING -BADGER CREEK-,
 RY0223'1.9 METERS (6.0 FEET) NORTH OF A 36-INCH DIAMETER CEDAR TREE, 1.5
 RY0223'METERS (5.0 FEET) ABOVE BADGER CREEK. NOTE-MINOR REPAIRS DONE TO MARK.
 RY0223'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 RY0223'THE MARK IS 1.5 M BELOW BADGER CREEK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0603 ***********************************************************************
 NV0603  DESIGNATION -  B 66
 NV0603  PID         -  NV0603
 NV0603  STATE/COUNTY-  ID/OWYHEE
 NV0603  USGS QUAD   -  DISHPAN (1979)
 NV0603
 NV0603                         *CURRENT SURVEY CONTROL
 NV0603  ___________________________________________________________________
 NV0603* NAD 83(1986)-  42 01 06.     (N)    115 24 51.     (W)     SCALED    
 NV0603* NAVD 88     -      1592.536  (meters)    5224.85   (feet)  ADJUSTED  
 NV0603  ___________________________________________________________________
 NV0603  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 NV0603  DYNAMIC HT  -        1591.388 (meters)    5221.08  (feet)  COMP
 NV0603  MODELED GRAV-     979,845.5   (mgal)                       NAVD 88
 NV0603
 NV0603  VERT ORDER  -  SECOND    CLASS 0
 NV0603
 NV0603.The horizontal coordinates were scaled from a topographic map and have
 NV0603.an estimated accuracy of +/- 6 seconds.
 NV0603
 NV0603.The orthometric height was determined by differential leveling
 NV0603.and adjusted by the National Geodetic Survey in June 1991..
 NV0603
 NV0603.The geoid height was determined by GEOID03.
 NV0603
 NV0603.The dynamic height is computed by dividing the NAVD 88
 NV0603.geopotential number by the normal gravity value computed on the
 NV0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0603.degrees latitude (g = 980.6199 gals.).
 NV0603
 NV0603.The modeled gravity was interpolated from observed gravity values.
 NV0603
 NV0603;                    North         East    Units  Estimated Accuracy
 NV0603;SPC ID W     -    39,110.      827,810.      MT  (+/- 180 meters Scaled)
 NV0603
 NV0603                          SUPERSEDED SURVEY CONTROL
 NV0603
 NV0603  NGVD 29 (??/??/92) 1591.399  (m)         5221.11   (f) ADJ UNCH    2 0
 NV0603
 NV0603.Superseded values are not recommended for survey control.
 NV0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0603.See file dsdata.txt to determine how the superseded data were derived.
 NV0603
 NV0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG312530(NAD 83)
 NV0603_MARKER: DB = BENCH MARK DISK
 NV0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0603_STAMPING: B 66 1934
 NV0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0603+STABILITY: SURFACE MOTION
 NV0603
 NV0603  HISTORY     - Date     Condition        Report By
 NV0603  HISTORY     - 1934     MONUMENTED       CGS
 NV0603  HISTORY     - 1974     GOOD             USGS
 NV0603
 NV0603                          STATION DESCRIPTION
 NV0603
 NV0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0603'10.1 MI N FROM JARBIDGE, NV.
 NV0603'IN OWYHEE COUNTY, IDAHO, 10.1 MILES NORTH ALONG THE ROAD LEADING TO
 NV0603'THREE CREEK, IDAHO, FROM THE PUBLIC SCHOOL JARBIDGE, ELKO COUNTY,
 NV0603'NEVADA, AT THE FOOT OF A SMALL RIDGE OF HILLS, 60 FEET NORTHEAST OF A
 NV0603'LARGE SANDSTONE BOULDER, AND 36 FEET NORTH OF THE CENTERLINE OF THE
 NV0603'ROAD.  A STANDARD DISK, STAMPED B 66 1934 AND SET IN THE TOP OF A
 NV0603'CONCRETE POST.
 NV0603
 NV0603                          STATION RECOVERY (1974)
 NV0603
 NV0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0603'10.7 MILES NORTH ALONG A GRAVELED ROAD FROM THE SCHOOL HOUSE IN
 NV0603'JARBIDGE, ELKO COUNTY, NEVADA, AT THE FOOT OF A SMALL RIDGE OF HILLS,
 NV0603'60 FEET NORTHEAST OF A LARGE SANDSTONE BOULDER, 32 FEET EAST OF THE
 NV0603'CENTERLINE OF THE ROAD. A STANDARD DISK, STAMPED B 66 1934 AND SET IN
 NV0603'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0186 ***********************************************************************
 NV0186  DESIGNATION -  B 68
 NV0186  PID         -  NV0186
 NV0186  STATE/COUNTY-  ID/TWIN FALLS
 NV0186  USGS QUAD   -  BERGER (1979)
 NV0186
 NV0186                         *CURRENT SURVEY CONTROL
 NV0186  ___________________________________________________________________
 NV0186* NAD 83(1986)-  42 27 56.     (N)    114 35 24.     (W)     SCALED    
 NV0186* NAVD 88     -      1289.968  (meters)    4232.17   (feet)  ADJUSTED  
 NV0186  ___________________________________________________________________
 NV0186  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV0186  DYNAMIC HT  -        1289.228 (meters)    4229.74  (feet)  COMP
 NV0186  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 NV0186
 NV0186  VERT ORDER  -  SECOND    CLASS 0
 NV0186
 NV0186.The horizontal coordinates were scaled from a topographic map and have
 NV0186.an estimated accuracy of +/- 6 seconds.
 NV0186
 NV0186.The orthometric height was determined by differential leveling
 NV0186.and adjusted by the National Geodetic Survey in June 1991..
 NV0186
 NV0186.The geoid height was determined by GEOID03.
 NV0186
 NV0186.The dynamic height is computed by dividing the NAVD 88
 NV0186.geopotential number by the normal gravity value computed on the
 NV0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0186.degrees latitude (g = 980.6199 gals.).
 NV0186
 NV0186.The modeled gravity was interpolated from observed gravity values.
 NV0186
 NV0186;                    North         East    Units  Estimated Accuracy
 NV0186;SPC ID C     -    88,900.      451,480.      MT  (+/- 180 meters Scaled)
 NV0186
 NV0186                          SUPERSEDED SURVEY CONTROL
 NV0186
 NV0186  NGVD 29 (??/??/92) 1289.018  (m)         4229.05   (f) ADJ UNCH    2 0
 NV0186
 NV0186.Superseded values are not recommended for survey control.
 NV0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0186.See file dsdata.txt to determine how the superseded data were derived.
 NV0186
 NV0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH981042(NAD 83)
 NV0186_MARKER: DB = BENCH MARK DISK
 NV0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0186_STAMPING: B 68 1934
 NV0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0186+STABILITY: SURFACE MOTION
 NV0186
 NV0186  HISTORY     - Date     Condition        Report By
 NV0186  HISTORY     - 1934     MONUMENTED       CGS
 NV0186  HISTORY     - 1958     GOOD             NGS
 NV0186
 NV0186                          STATION DESCRIPTION
 NV0186
 NV0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NV0186'11.0 MI SW FROM TIWN FALLS.
 NV0186'11.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0186'AT TWIN FALLS, 52 FEET NORTHWEST OF MILEPOLE 11, 56 FEET SOUTHWEST OF
 NV0186'THE SOUTHWEST RAIL, 102 FEET WEST OF A SWITCH STAND, 56 FEET SOUTHWEST
 NV0186'OF A FROG POINT AT THE SOUTHEAST END OF A SPUR TRACK TO BERGER
 NV0186'ELEVATOR, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 NV0186'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1300 ***********************************************************************
 NU1300  DESIGNATION -  B 69
 NU1300  PID         -  NU1300
 NU1300  STATE/COUNTY-  ID/CASSIA
 NU1300  USGS QUAD   -  BURLEY SE (1978)
 NU1300
 NU1300                         *CURRENT SURVEY CONTROL
 NU1300  ___________________________________________________________________
 NU1300* NAD 83(1992)-  42 32 09.13012(N)    113 48 59.18201(W)     ADJUSTED  
 NU1300* NAVD 88     -      1269.528  (meters)    4165.11   (feet)  ADJUSTED  
 NU1300  ___________________________________________________________________
 NU1300  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 NU1300  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 NU1300  DYNAMIC HT  -        1268.805 (meters)    4162.74  (feet)  COMP
 NU1300  MODELED GRAV-     980,006.9   (mgal)                       NAVD 88
 NU1300
 NU1300  HORZ ORDER  -  SECOND
 NU1300  VERT ORDER  -  FIRST     CLASS II
 NU1300
 NU1300.The horizontal coordinates were established by classical geodetic methods
 NU1300.and adjusted by the National Geodetic Survey in July 1992..
 NU1300
 NU1300.The orthometric height was determined by differential leveling
 NU1300.and adjusted by the National Geodetic Survey in June 1991..
 NU1300.WARNING-Repeat measurements at this control monument indicate possible
 NU1300.vertical movement.
 NU1300
 NU1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1300
 NU1300.The geoid height was determined by GEOID03.
 NU1300
 NU1300.The dynamic height is computed by dividing the NAVD 88
 NU1300.geopotential number by the normal gravity value computed on the
 NU1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1300.degrees latitude (g = 980.6199 gals.).
 NU1300
 NU1300.The modeled gravity was interpolated from observed gravity values.
 NU1300
 NU1300;                    North         East     Units Scale Factor Converg.
 NU1300;SPC ID C     -    96,558.170   515,079.078   MT  0.99995016   +0 07 26.7
 NU1300;UTM  12      - 4,713,120.768   268,708.224   MT  1.00025823   -1 54 17.6
 NU1300
 NU1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1300!SPC ID C     -   0.99980323  x   0.99995016  =   0.99975340
 NU1300!UTM  12      -   0.99980323  x   1.00025823  =   1.00006141
 NU1300
 NU1300                          SUPERSEDED SURVEY CONTROL
 NU1300
 NU1300  NAD 83(1986)-  42 32 09.12955(N)    113 48 59.17855(W) AD(       ) 2
 NU1300  NAD 27      -  42 32 09.45200(N)    113 48 56.10800(W) AD(       ) 2
 NU1300  NGVD 29 (??/??/92) 1268.562  (m)         4161.94   (f) ADJ UNCH    1 2
 NU1300
 NU1300.Superseded values are not recommended for survey control.
 NU1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1300.See file dsdata.txt to determine how the superseded data were derived.
 NU1300
 NU1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN6870813121(NAD 83)
 NU1300_MARKER: DB = BENCH MARK DISK
 NU1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1300_STAMPING: B 69 1934
 NU1300_MARK LOGO: CGS   
 NU1300_PROJECTION: RECESSED 15 CENTIMETERS
 NU1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1300
 NU1300  HISTORY     - Date     Condition        Report By
 NU1300  HISTORY     - 1950     MONUMENTED       CGS
 NU1300  HISTORY     - 1963     GOOD             NGS
 NU1300  HISTORY     - 1983     GOOD             NGS
 NU1300
 NU1300                          STATION DESCRIPTION
 NU1300
 NU1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NU1300'STATION BURLEY IS REACHED AS FOLLOWS--FROM THE INTERSECTION AND
 NU1300'JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 27 IN BURLEY, GO
 NU1300'WEST ON U.S. HIGHWAY 30 FOR 1.15 MILES TO A SIDE ROAD TO THE
 NU1300'RIGHT.  TURN RIGHT, NORTH, CROSS THE RAILROAD TRACKS.
 NU1300'STATION BURLEY IS ON THE LEFT SIDE OF THE ROAD BETWEEN THE TRACKS
 NU1300'AND THE FENCE LINE.
 NU1300'
 NU1300'BM B69 IS A USC AND GS BENCH MARK DISK, STAMPED B69 1934.  IT IS
 NU1300'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST THAT PROJECTS
 NU1300'5 INCHES ABOVE THE GROUND AND IS ABOUT 7 FEET LOWER IN ELEVATION
 NU1300'THAN THE STATION MARK.  IT IS 2 FEET SOUTH OF A FENCE LINE.
 NU1300'
 NU1300'POSITION DETERMINED BY TRAVERSE FROM STATION BURLEY
 NU1300
 NU1300                          STATION RECOVERY (1963)
 NU1300
 NU1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NU1300'1.2 MI W FROM BURLEY.
 NU1300'1.2 MILES WEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 NU1300'AT BURLEY, 170 FEET NORTHEAST OF TRIANGULATION STATION BURLEY 1950, 97
 NU1300'FEET EAST OF THE CENTER OF THE DRIVEWAY TO BRAYNTS PACKING COMPANY, 95
 NU1300'FEET NORTH OF THE NEAREST RAIL OF THE RAILROAD, 54 FEET NORTHWEST OF A
 NU1300'TELEPHONE POLE, SECOND TELEPHONE POLE EAST OF RAILROAD MILE POST NO.
 NU1300'23, 2 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 0.5 FEET WEST OF A
 NU1300'METAL WITNESS POST SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12
 NU1300'INCHES IN DIAMETER AND PROJECTS 4 INCHES.
 NU1300
 NU1300                          STATION RECOVERY (1983)
 NU1300
 NU1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1300'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.9 KM
 NU1300'(1.2 MI) WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF STATE
 NU1300'HIGHWAY 27 AT BURLEY, IN THE NORTHEAST CORNER OF THE INTERSECTION OF A
 NU1300'DIRT ROAD LEADING NORTH ACROSS THE RAILROAD TRACKS TO BRYANTS MEAT
 NU1300'PACKING COMPANY, 72.2 METERS (237 FT) NORTH OF THE HIGHWAY CENTERLINE,
 NU1300'28.9 METERS (95 FT) NORTH OF THE NORTH RAIL, 29.5 METERS (97 FT) EAST
 NU1300'OF THE CENTER OF A GRAVEL DRIVEWAY, 14.3 METERS (47 FT) WEST OF THE T
 NU1300'JUNCTION POWER POLE WITH ONE GUY WIRE ATTACHED AND 51.8 METERS
 NU1300'(170 FT) EAST OF TRIANGULATION STATION BURLEY.
 NU1300'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NU1300'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0205 ***********************************************************************
 OY0205  DESIGNATION -  B 7
 OY0205  PID         -  OY0205
 OY0205  STATE/COUNTY-  ID/BINGHAM
 OY0205  USGS QUAD   -  FIRTH (1979)
 OY0205
 OY0205                         *CURRENT SURVEY CONTROL
 OY0205  ___________________________________________________________________
 OY0205* NAD 83(1986)-  43 21 32.     (N)    112 08 26.     (W)     SCALED    
 OY0205* NAVD 88     -      1406.052  (meters)    4613.02   (feet)  ADJUSTED  
 OY0205  ___________________________________________________________________
 OY0205  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 OY0205  DYNAMIC HT  -        1405.295 (meters)    4610.54  (feet)  COMP
 OY0205  MODELED GRAV-     980,032.4   (mgal)                       NAVD 88
 OY0205
 OY0205  VERT ORDER  -  FIRST     CLASS I
 OY0205
 OY0205.The horizontal coordinates were scaled from a topographic map and have
 OY0205.an estimated accuracy of +/- 6 seconds.
 OY0205
 OY0205.The orthometric height was determined by differential leveling
 OY0205.and adjusted by the National Geodetic Survey in June 1991..
 OY0205
 OY0205.The geoid height was determined by GEOID03.
 OY0205
 OY0205.The dynamic height is computed by dividing the NAVD 88
 OY0205.geopotential number by the normal gravity value computed on the
 OY0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0205.degrees latitude (g = 980.6199 gals.).
 OY0205
 OY0205.The modeled gravity was interpolated from observed gravity values.
 OY0205
 OY0205;                    North         East    Units  Estimated Accuracy
 OY0205;SPC ID E     -   187,970.      202,120.      MT  (+/- 180 meters Scaled)
 OY0205
 OY0205                          SUPERSEDED SURVEY CONTROL
 OY0205
 OY0205  NGVD 29 (??/??/92) 1404.971  (m)         4609.48   (f) ADJ UNCH    1 1
 OY0205
 OY0205.Superseded values are not recommended for survey control.
 OY0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0205.See file dsdata.txt to determine how the superseded data were derived.
 OY0205
 OY0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP075013(NAD 83)
 OY0205_MARKER: Q = CHISELED SQUARE
 OY0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0205_SP_SET: CULVERT
 OY0205_MARK LOGO: CGS   
 OY0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0205
 OY0205  HISTORY     - Date     Condition        Report By
 OY0205  HISTORY     - 1906     MONUMENTED       USGS
 OY0205  HISTORY     - 1960     GOOD             NGS
 OY0205  HISTORY     - 1983     GOOD             NGS
 OY0205
 OY0205                          STATION DESCRIPTION
 OY0205
 OY0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0205'1.65 MI SW FROM SHELLEY.
 OY0205'1.65 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0205'AT SHELLEY, IN THE TOP AND 0.6 FOOT SOUTHEAST OF THE NORTHWEST END OF
 OY0205'THE WEST CORNER OF THE NORTHWEST STONE WING WALL OF 36-INCH PIPE
 OY0205'CULVERT 173.80 UNDER THE TRACK, 17.2 FEET WEST OF THE WEST RAIL, AND
 OY0205'ABOUT 4 FEET LOWER THAN THE TRACK.
 OY0205
 OY0205                          STATION RECOVERY (1983)
 OY0205
 OY0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0585 ***********************************************************************
 NV0585  DESIGNATION -  B 70
 NV0585  PID         -  NV0585
 NV0585  STATE/COUNTY-  ID/OWYHEE
 NV0585  USGS QUAD   -  THREE CREEK (1979)
 NV0585
 NV0585                         *CURRENT SURVEY CONTROL
 NV0585  ___________________________________________________________________
 NV0585* NAD 83(1986)-  42 05 26.     (N)    115 13 27.     (W)     SCALED    
 NV0585* NAVD 88     -      1655.540  (meters)    5431.55   (feet)  ADJUSTED  
 NV0585  ___________________________________________________________________
 NV0585  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 NV0585  DYNAMIC HT  -        1654.367 (meters)    5427.70  (feet)  COMP
 NV0585  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 NV0585
 NV0585  VERT ORDER  -  SECOND    CLASS 0
 NV0585
 NV0585.The horizontal coordinates were scaled from a topographic map and have
 NV0585.an estimated accuracy of +/- 6 seconds.
 NV0585
 NV0585.The orthometric height was determined by differential leveling
 NV0585.and adjusted by the National Geodetic Survey in June 1991..
 NV0585
 NV0585.The geoid height was determined by GEOID03.
 NV0585
 NV0585.The dynamic height is computed by dividing the NAVD 88
 NV0585.geopotential number by the normal gravity value computed on the
 NV0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0585.degrees latitude (g = 980.6199 gals.).
 NV0585
 NV0585.The modeled gravity was interpolated from observed gravity values.
 NV0585
 NV0585;                    North         East    Units  Estimated Accuracy
 NV0585;SPC ID W     -    47,210.      843,500.      MT  (+/- 180 meters Scaled)
 NV0585
 NV0585                          SUPERSEDED SURVEY CONTROL
 NV0585
 NV0585  NGVD 29 (??/??/92) 1654.410  (m)         5427.84   (f) ADJ UNCH    2 0
 NV0585
 NV0585.Superseded values are not recommended for survey control.
 NV0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0585.See file dsdata.txt to determine how the superseded data were derived.
 NV0585
 NV0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG468613(NAD 83)
 NV0585_MARKER: DB = BENCH MARK DISK
 NV0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0585_STAMPING: B 70 1934
 NV0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0585+STABILITY: SURFACE MOTION
 NV0585
 NV0585  HISTORY     - Date     Condition        Report By
 NV0585  HISTORY     - 1934     MONUMENTED       CGS
 NV0585  HISTORY     - 1974     GOOD             USGS
 NV0585
 NV0585                          STATION DESCRIPTION
 NV0585
 NV0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0585'2.1 MI NW FROM THREE CREEK.
 NV0585'2.1 MILES NORTHWEST ALONG THE ROAD TO HOT SPRINGS FROM THE SCHOOLHOUSE
 NV0585'AT THREE CREEK, 0.2 MILES EAST OF A SMALL WOODEN BRIDGE OVER AN
 NV0585'IRRIGATION CANAL, AND 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
 NV0585'SET IN THE TOP OF A CONCRETE POST.
 NV0585
 NV0585                          STATION RECOVERY (1974)
 NV0585
 NV0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0585'THREE CREEK, (CREEK AT HIGHWAY CROSSING). WEST ON HIGHWAY 3.55 MILES.
 NV0585'THENCE NORTH ON DIRT ROAD 0.50 MILES. 230 FT NW OF A DIM TRACK ROAD
 NV0585'SOUTH. 25 FT WEST OF THE ROAD AND ABOUT 1.4 FT HIGHER THAN THE ROAD.
 NV0585'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST STAMPED-- B 70
 NV0585'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0681 ***********************************************************************
 NV0681  DESIGNATION -  B 71
 NV0681  PID         -  NV0681
 NV0681  STATE/COUNTY-  ID/OWYHEE
 NV0681  USGS QUAD   -  POT HOLE BUTTE (1981)
 NV0681
 NV0681                         *CURRENT SURVEY CONTROL
 NV0681  ___________________________________________________________________
 NV0681* NAD 83(1986)-  42 38 44.     (N)    115 33 30.     (W)     SCALED    
 NV0681* NAVD 88     -      1248.024  (meters)    4094.56   (feet)  ADJUSTED  
 NV0681  ___________________________________________________________________
 NV0681  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 NV0681  DYNAMIC HT  -        1247.350 (meters)    4092.35  (feet)  COMP
 NV0681  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 NV0681
 NV0681  VERT ORDER  -  SECOND    CLASS 0
 NV0681
 NV0681.The horizontal coordinates were scaled from a topographic map and have
 NV0681.an estimated accuracy of +/- 6 seconds.
 NV0681
 NV0681.The orthometric height was determined by differential leveling
 NV0681.and adjusted by the National Geodetic Survey in June 1991..
 NV0681
 NV0681.The geoid height was determined by GEOID03.
 NV0681
 NV0681.The dynamic height is computed by dividing the NAVD 88
 NV0681.geopotential number by the normal gravity value computed on the
 NV0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0681.degrees latitude (g = 980.6199 gals.).
 NV0681
 NV0681.The modeled gravity was interpolated from observed gravity values.
 NV0681
 NV0681;                    North         East    Units  Estimated Accuracy
 NV0681;SPC ID W     -   108,740.      815,720.      MT  (+/- 180 meters Scaled)
 NV0681
 NV0681                          SUPERSEDED SURVEY CONTROL
 NV0681
 NV0681  NGVD 29 (??/??/92) 1247.08   (m)         4091.5    (f) COMPUTED    2 0
 NV0681
 NV0681.Superseded values are not recommended for survey control.
 NV0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0681.See file dsdata.txt to determine how the superseded data were derived.
 NV0681
 NV0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH181224(NAD 83)
 NV0681_MARKER: DB = BENCH MARK DISK
 NV0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0681_STAMPING: B 71 1934
 NV0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0681+STABILITY: SURFACE MOTION
 NV0681
 NV0681  HISTORY     - Date     Condition        Report By
 NV0681  HISTORY     - 1934     MONUMENTED       CGS
 NV0681  HISTORY     - 1974     MARK NOT FOUND   USGS
 NV0681
 NV0681                          STATION DESCRIPTION
 NV0681
 NV0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0681'14.6 MI SE FROM HOT SPRINGS.
 NV0681'ABOUT 14.6 MILES SOUTHEAST ALONG THE ROAD TO THREE CREEK FROM THE POST
 NV0681'OFFICE AT HOT SPRINGS, OWYHEE COUNTY, ABOUT 550 FEET NORTHWEST OF THE
 NV0681'TOP OF A SMALL RIDGE OF HILLS, AND 48 FEET SOUTHWEST OF THE CENTER
 NV0681'LINE OF THE ROAD.  A STANDARD DISK, STAMPED B 71 1934 AND SET IN THE
 NV0681'TOP OF A CONCRETE POST.
 NV0681
 NV0681                          STATION RECOVERY (1974)
 NV0681
 NV0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0329 ***********************************************************************
 OH0329  DESIGNATION -  B 72
 OH0329  PID         -  OH0329
 OH0329  STATE/COUNTY-  ID/OWYHEE
 OH0329  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0329
 OH0329                         *CURRENT SURVEY CONTROL
 OH0329  ___________________________________________________________________
 OH0329* NAD 83(1986)-  43 03 15.     (N)    116 19 29.     (W)     SCALED    
 OH0329* NAVD 88     -       792.697  (meters)    2600.71   (feet)  ADJUSTED  
 OH0329  ___________________________________________________________________
 OH0329  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 OH0329  DYNAMIC HT  -         792.359 (meters)    2599.60  (feet)  COMP
 OH0329  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 OH0329
 OH0329  VERT ORDER  -  SECOND    CLASS 0
 OH0329
 OH0329.The horizontal coordinates were scaled from a topographic map and have
 OH0329.an estimated accuracy of +/- 6 seconds.
 OH0329
 OH0329.The orthometric height was determined by differential leveling
 OH0329.and adjusted by the National Geodetic Survey in June 1991..
 OH0329
 OH0329.The geoid height was determined by GEOID03.
 OH0329
 OH0329.The dynamic height is computed by dividing the NAVD 88
 OH0329.geopotential number by the normal gravity value computed on the
 OH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0329.degrees latitude (g = 980.6199 gals.).
 OH0329
 OH0329.The modeled gravity was interpolated from observed gravity values.
 OH0329
 OH0329;                    North         East    Units  Estimated Accuracy
 OH0329;SPC ID W     -   154,270.      753,180.      MT  (+/- 180 meters Scaled)
 OH0329
 OH0329                          SUPERSEDED SURVEY CONTROL
 OH0329
 OH0329  NGVD 29 (??/??/92)  791.770  (m)         2597.67   (f) ADJ UNCH    2 0
 OH0329
 OH0329.Superseded values are not recommended for survey control.
 OH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0329.See file dsdata.txt to determine how the superseded data were derived.
 OH0329
 OH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH549670(NAD 83)
 OH0329_MARKER: DB = BENCH MARK DISK
 OH0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0329_STAMPING: B 72 1934
 OH0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0329+STABILITY: SURFACE MOTION
 OH0329
 OH0329  HISTORY     - Date     Condition        Report By
 OH0329  HISTORY     - 1934     MONUMENTED       CGS
 OH0329
 OH0329                          STATION DESCRIPTION
 OH0329
 OH0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OH0329'16.1 MI NW FROM GRAND VIEW.
 OH0329'16.1 MILES NORTHWEST ALONG THE ROAD TO MURPHY FROM THE HIGHWAY BRIDGE
 OH0329'AT GRAND VIEW, OWYHEE COUNTY, 60 FEET NORTH OF THE JUNCTION WITH A
 OH0329'SIDE ROAD LEADING NORTH, AND 45 FEET NORTHWEST OF THE CENTERLINE OF
 OH0329'THE ROAD.  A STANDARD DISK, STAMPED B 72 1934 AND SET IN THE TOP OF A
 OH0329'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0509 ***********************************************************************
 NV0509  DESIGNATION -  B 73
 NV0509  PID         -  NV0509
 NV0509  STATE/COUNTY-  ID/ELMORE
 NV0509  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0509
 NV0509                         *CURRENT SURVEY CONTROL
 NV0509  ___________________________________________________________________
 NV0509* NAD 83(1986)-  42 57 05.     (N)    115 09 16.     (W)     SCALED    
 NV0509* NAVD 88     -       833.837  (meters)    2735.68   (feet)  ADJUSTED  
 NV0509  ___________________________________________________________________
 NV0509  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 NV0509  DYNAMIC HT  -         833.486 (meters)    2734.53  (feet)  COMP
 NV0509  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 NV0509
 NV0509  VERT ORDER  -  FIRST     CLASS II
 NV0509
 NV0509.The horizontal coordinates were scaled from a topographic map and have
 NV0509.an estimated accuracy of +/- 6 seconds.
 NV0509
 NV0509.The orthometric height was determined by differential leveling
 NV0509.and adjusted by the National Geodetic Survey in June 1991..
 NV0509
 NV0509.The geoid height was determined by GEOID03.
 NV0509
 NV0509.The dynamic height is computed by dividing the NAVD 88
 NV0509.geopotential number by the normal gravity value computed on the
 NV0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0509.degrees latitude (g = 980.6199 gals.).
 NV0509
 NV0509.The modeled gravity was interpolated from observed gravity values.
 NV0509
 NV0509;                    North         East    Units  Estimated Accuracy
 NV0509;SPC ID W     -   142,870.      848,600.      MT  (+/- 180 meters Scaled)
 NV0509
 NV0509                          SUPERSEDED SURVEY CONTROL
 NV0509
 NV0509  NGVD 29 (??/??/92)  833.054  (m)         2733.11   (f) ADJ UNCH    1 2
 NV0509
 NV0509.Superseded values are not recommended for survey control.
 NV0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0509.See file dsdata.txt to determine how the superseded data were derived.
 NV0509
 NV0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH505570(NAD 83)
 NV0509_MARKER: DB = BENCH MARK DISK
 NV0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0509_STAMPING: B 73 1934
 NV0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0509+STABILITY: SURFACE MOTION
 NV0509
 NV0509  HISTORY     - Date     Condition        Report By
 NV0509  HISTORY     - 1934     MONUMENTED       CGS
 NV0509  HISTORY     - 1944     GOOD             NGS
 NV0509  HISTORY     - 1983     GOOD             NGS
 NV0509
 NV0509                          STATION DESCRIPTION
 NV0509
 NV0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NV0509'4.8 MI SE FROM KING HILL.
 NV0509'4.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0509'AT KING HILL, 0.2 MILES NORTH OF MILEPOST 362, AT A ROAD CROSSING, 130
 NV0509'FEET NORTH OF THE CENTER LINE OF THE ROAD, 108 FEET EAST OF THE CENTER
 NV0509'LINE OF THE EAST TRACK, 1 FOOT WEST OF A FENCE AND NEAR A WHITE WOODEN
 NV0509'WITNESS POST.  SET IN THE TOP OF A CONCRETE POST.
 NV0509
 NV0509                          STATION RECOVERY (1983)
 NV0509
 NV0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0509'2.0 KM (1.25 MI) SOUTHEAST ALONG THE OLD OREGON TRAIL HWY FROM THE
 NV0509'P.O. AT KING HILL, THENCE 5.9 KM (3.7 MI) SOUTHEAST ALONG THE UNION
 NV0509'PACIFIC RAILROAD, 0.3 KM (0.2 MI) NORTH OF M.P. 362, 0.3 KM (0.2 MI)
 NV0509'SOUTH OF THE OVERPASS BRIDGE OVER I-84, ON THE NORTHEAST CORNER OF A
 NV0509'DIRT RD XING THE TRACKS. 32.9 M (108.0 FT) EAST-EAST RAIL, 39.6 M
 NV0509'(130.0 FT) NORTH CENTERLINE ROAD, 5.5 M (18.0 FT) WEST CENTERLINE OF
 NV0509'A NORTH -SOUTH DIRT ROAD, 0.6 MI (2.0 FT) WEST R OF W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0819 ***********************************************************************
 NU0819  DESIGNATION -  B 75
 NU0819  PID         -  NU0819
 NU0819  STATE/COUNTY-  ID/BLAINE
 NU0819  USGS QUAD   -  BEAR TRAP CAVE (1972)
 NU0819
 NU0819                         *CURRENT SURVEY CONTROL
 NU0819  ___________________________________________________________________
 NU0819* NAD 83(1986)-  42 58 26.     (N)    113 21 22.     (W)     SCALED    
 NU0819* NAVD 88     -      1434.306  (meters)    4705.72   (feet)  ADJUSTED  
 NU0819  ___________________________________________________________________
 NU0819  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 NU0819  DYNAMIC HT  -        1433.504 (meters)    4703.09  (feet)  COMP
 NU0819  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 NU0819
 NU0819  VERT ORDER  -  SECOND    CLASS 0
 NU0819
 NU0819.The horizontal coordinates were scaled from a topographic map and have
 NU0819.an estimated accuracy of +/- 6 seconds.
 NU0819
 NU0819.The orthometric height was determined by differential leveling
 NU0819.and adjusted by the National Geodetic Survey in June 1991..
 NU0819
 NU0819.The geoid height was determined by GEOID03.
 NU0819
 NU0819.The dynamic height is computed by dividing the NAVD 88
 NU0819.geopotential number by the normal gravity value computed on the
 NU0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0819.degrees latitude (g = 980.6199 gals.).
 NU0819
 NU0819.The modeled gravity was interpolated from observed gravity values.
 NU0819
 NU0819;                    North         East    Units  Estimated Accuracy
 NU0819;SPC ID C     -   145,400.      552,520.      MT  (+/- 180 meters Scaled)
 NU0819
 NU0819                          SUPERSEDED SURVEY CONTROL
 NU0819
 NU0819  NGVD 29 (??/??/92) 1433.296  (m)         4702.41   (f) ADJ UNCH    2 0
 NU0819
 NU0819.Superseded values are not recommended for survey control.
 NU0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0819.See file dsdata.txt to determine how the superseded data were derived.
 NU0819
 NU0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN078606(NAD 83)
 NU0819_MARKER: DB = BENCH MARK DISK
 NU0819_SETTING: 66 = SET IN ROCK OUTCROP
 NU0819_SP_SET: BEDROCK
 NU0819_STAMPING: B 75 1958
 NU0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0819+STABILITY: POSITION/ELEVATION WELL
 NU0819
 NU0819  HISTORY     - Date     Condition        Report By
 NU0819  HISTORY     - 1958     MONUMENTED       CGS
 NU0819
 NU0819                          STATION DESCRIPTION
 NU0819
 NU0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0819'18.65 MI NE FROM MINIDOKA.
 NU0819'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0819'MINIDOKA, THENCE 5.2 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 NU0819'THENCE 13.25 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD, ABOUT 300
 NU0819'FEET SOUTHWEST OF THE SOUTHWEST END OF A NORTHEAST-SOUTHWEST DIRT
 NU0819'RUNWAY, IN THE TOP OF LAVA BEDROCK, 38 FEET NORTHEAST OF THE CENTER
 NU0819'LINE OF THE ROAD, 38 1/2 FEET NORTH-NORTHEAST OF A WITNESS POST, ABOUT
 NU0819'LEVEL WITH THE ROAD, AND ABOUT 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0148 ***********************************************************************
 NV0148  DESIGNATION -  B 76
 NV0148  PID         -  NV0148
 NV0148  STATE/COUNTY-  ID/CASSIA
 NV0148  USGS QUAD   -  MILNER BUTTE (1992)
 NV0148
 NV0148                         *CURRENT SURVEY CONTROL
 NV0148  ___________________________________________________________________
 NV0148* NAD 83(1986)-  42 29 22.     (N)    114 01 48.     (W)     SCALED    
 NV0148* NAVD 88     -      1305.034  (meters)    4281.60   (feet)  ADJUSTED  
 NV0148  ___________________________________________________________________
 NV0148  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 NV0148  DYNAMIC HT  -        1304.289 (meters)    4279.15  (feet)  COMP
 NV0148  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 NV0148
 NV0148  VERT ORDER  -  SECOND    CLASS 0
 NV0148
 NV0148.The horizontal coordinates were scaled from a topographic map and have
 NV0148.an estimated accuracy of +/- 6 seconds.
 NV0148
 NV0148.The orthometric height was determined by differential leveling
 NV0148.and adjusted by the National Geodetic Survey in June 1991..
 NV0148
 NV0148.The geoid height was determined by GEOID03.
 NV0148
 NV0148.The dynamic height is computed by dividing the NAVD 88
 NV0148.geopotential number by the normal gravity value computed on the
 NV0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0148.degrees latitude (g = 980.6199 gals.).
 NV0148
 NV0148.The modeled gravity was interpolated from observed gravity values.
 NV0148
 NV0148;                    North         East    Units  Estimated Accuracy
 NV0148;SPC ID C     -    91,390.      497,530.      MT  (+/- 180 meters Scaled)
 NV0148
 NV0148                          SUPERSEDED SURVEY CONTROL
 NV0148
 NV0148  NGVD 29 (??/??/92) 1304.050  (m)         4278.37   (f) ADJ UNCH    2 0
 NV0148
 NV0148.Superseded values are not recommended for survey control.
 NV0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0148.See file dsdata.txt to determine how the superseded data were derived.
 NV0148
 NV0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH440083(NAD 83)
 NV0148_MARKER: DB = BENCH MARK DISK
 NV0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0148_SP_SET: SIPHON
 NV0148_STAMPING: B 76 1958
 NV0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0148
 NV0148  HISTORY     - Date     Condition        Report By
 NV0148  HISTORY     - 1958     MONUMENTED       CGS
 NV0148
 NV0148                          STATION DESCRIPTION
 NV0148
 NV0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0148'2.3 MI S FROM MILNER.
 NV0148'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE MILNER BEAN
 NV0148'GROWERS WAREHOUSE AT MILNER, THENCE 1.9 MILES SOUTH ALONG AN ASPHALT
 NV0148'ROAD, AT THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD, IN THE TOP OF
 NV0148'THE CENTER OF THE WEST CONCRETE HEAD WALL FOR AN IRRIGATION SIPHON, 28
 NV0148'FEET WEST OF THE CENTER LINE OF THE ASPHALT ROAD, 39 FEET SOUTH OF THE
 NV0148'CENTER LINE OF THE GRAVEL ROAD, 47 FEET SOUTHWEST OF THE CENTER OF THE
 NV0148'INTERSECTION, ABOUT LEVEL WITH THE ROAD, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0089 ***********************************************************************
 NV0089  DESIGNATION -  B 77
 NV0089  PID         -  NV0089
 NV0089  STATE/COUNTY-  ID/TWIN FALLS
 NV0089  USGS QUAD   -  KIMBERLY (1992)
 NV0089
 NV0089                         *CURRENT SURVEY CONTROL
 NV0089  ___________________________________________________________________
 NV0089* NAD 83(1986)-  42 30 54.     (N)    114 18 21.     (W)     SCALED    
 NV0089* NAVD 88     -      1239.504  (meters)    4066.61   (feet)  ADJUSTED  
 NV0089  ___________________________________________________________________
 NV0089  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 NV0089  DYNAMIC HT  -        1238.812 (meters)    4064.34  (feet)  COMP
 NV0089  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 NV0089
 NV0089  VERT ORDER  -  SECOND    CLASS 0
 NV0089
 NV0089.The horizontal coordinates were scaled from a topographic map and have
 NV0089.an estimated accuracy of +/- 6 seconds.
 NV0089
 NV0089.The orthometric height was determined by differential leveling
 NV0089.and adjusted by the National Geodetic Survey in June 1991..
 NV0089
 NV0089.The geoid height was determined by GEOID03.
 NV0089
 NV0089.The dynamic height is computed by dividing the NAVD 88
 NV0089.geopotential number by the normal gravity value computed on the
 NV0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0089.degrees latitude (g = 980.6199 gals.).
 NV0089
 NV0089.The modeled gravity was interpolated from observed gravity values.
 NV0089
 NV0089;                    North         East    Units  Estimated Accuracy
 NV0089;SPC ID C     -    94,270.      474,870.      MT  (+/- 180 meters Scaled)
 NV0089
 NV0089                          SUPERSEDED SURVEY CONTROL
 NV0089
 NV0089  NGVD 29 (??/??/92) 1238.564  (m)         4063.52   (f) ADJ UNCH    2 0
 NV0089
 NV0089.Superseded values are not recommended for survey control.
 NV0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0089.See file dsdata.txt to determine how the superseded data were derived.
 NV0089
 NV0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH213104(NAD 83)
 NV0089_MARKER: DB = BENCH MARK DISK
 NV0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0089_SP_SET: WALL
 NV0089_STAMPING: B 77 1958
 NV0089_MARK LOGO: CGS   
 NV0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0089
 NV0089  HISTORY     - Date     Condition        Report By
 NV0089  HISTORY     - 1958     MONUMENTED       CGS
 NV0089  HISTORY     - 1983     GOOD             NGS
 NV0089
 NV0089                          STATION DESCRIPTION
 NV0089
 NV0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0089'1.25 MI S FROM HANSEN.
 NV0089'1.25 MILES SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCTION OF U.S.
 NV0089'HIGHWAY 30 AT HANSEN, AT THE T JUNCTION OF A DIRT ROAD WEST, AT THE
 NV0089'CROSSING OF A LARGE IRRIGATION CANAL, IN THE TOP OF THE EAST END OF
 NV0089'THE SOUTH CONCRETE RETAINING WALL FOR THE IRRIGATION HEADGATE
 NV0089'SPILLWAY, 32 FEET WEST OF THE CENTER LINE OF ROCK CREEK ROAD, 14 FEET
 NV0089'NORTH OF THE CENTER LINE OF THE DIRT ROAD, AND ABOUT LEVEL WITH ROCK
 NV0089'CREEK ROAD.
 NV0089
 NV0089                          STATION RECOVERY (1983)
 NV0089
 NV0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0395 ***********************************************************************
 OY0395  DESIGNATION -  B 78
 OY0395  PID         -  OY0395
 OY0395  STATE/COUNTY-  ID/BINGHAM
 OY0395  USGS QUAD   -  OLSEN (1973)
 OY0395
 OY0395                         *CURRENT SURVEY CONTROL
 OY0395  ___________________________________________________________________
 OY0395* NAD 83(1986)-  43 16 18.     (N)    112 35 34.     (W)     SCALED    
 OY0395* NAVD 88     -      1400.095  (meters)    4593.48   (feet)  ADJUSTED  
 OY0395  ___________________________________________________________________
 OY0395  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 OY0395  DYNAMIC HT  -        1399.367 (meters)    4591.09  (feet)  COMP
 OY0395  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 OY0395
 OY0395  VERT ORDER  -  FIRST     CLASS II
 OY0395
 OY0395.The horizontal coordinates were scaled from a topographic map and have
 OY0395.an estimated accuracy of +/- 6 seconds.
 OY0395
 OY0395.The orthometric height was determined by differential leveling
 OY0395.and adjusted by the National Geodetic Survey in December 1992..
 OY0395
 OY0395.The geoid height was determined by GEOID03.
 OY0395
 OY0395.The dynamic height is computed by dividing the NAVD 88
 OY0395.geopotential number by the normal gravity value computed on the
 OY0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0395.degrees latitude (g = 980.6199 gals.).
 OY0395
 OY0395.The modeled gravity was interpolated from observed gravity values.
 OY0395
 OY0395;                    North         East    Units  Estimated Accuracy
 OY0395;SPC ID E     -   178,370.      165,410.      MT  (+/- 180 meters Scaled)
 OY0395
 OY0395                          SUPERSEDED SURVEY CONTROL
 OY0395
 OY0395  NAVD 88 (06/15/91) 1400.096  (m)         4593.48   (f) UNKNOWN     1 2
 OY0395  NGVD 29 (08/20/92) 1399.080  (m)         4590.15   (f) ADJUSTED    1 2
 OY0395
 OY0395.Superseded values are not recommended for survey control.
 OY0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0395.See file dsdata.txt to determine how the superseded data were derived.
 OY0395
 OY0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN707922(NAD 83)
 OY0395_MARKER: DB = BENCH MARK DISK
 OY0395_SETTING: 66 = SET IN ROCK OUTCROP
 OY0395_SP_SET: BEDROCK
 OY0395_STAMPING: B 78 1958
 OY0395_MARK LOGO: CGS   
 OY0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0395+STABILITY: POSITION/ELEVATION WELL
 OY0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0395+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0395
 OY0395  HISTORY     - Date     Condition        Report By
 OY0395  HISTORY     - 1958     MONUMENTED       CGS
 OY0395  HISTORY     - 19920619 GOOD             NGS
 OY0395
 OY0395                          STATION DESCRIPTION
 OY0395
 OY0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0395'14.45 MI NW FROM BLACKFOOT.
 OY0395'14.45 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0395'STATION AT BLACKFOOT, 0.2 MILE NORTHWEST OF MILEPOLE 14, 0.05 MILE
 OY0395'EAST OF THE CROSSING OF A GRAVEL ROAD, ON THE EAST SIDE OF A PILE OF
 OY0395'BOULDERS, IN THE TOP OF A LARGE LAVA OUTCROP WHICH IS FLUSH WITH THE
 OY0395'GROUND, 18.3 FEET SOUTH OF THE SOUTH RAIL, 197 1/2 FEET WEST OF THE
 OY0395'NORTHWEST CORNER OF A LONG CORRUGATED METAL POTATO SHED, 46 1/2 FEET
 OY0395'NORTH OF A TELEPHONE POLE, AND 5 FEET LOWER THAN THE TRACK.
 OY0395
 OY0395                          STATION RECOVERY (1992)
 OY0395
 OY0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0395'20.8 KM (12.90 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY0395'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, NEAR THE
 OY0395'CENTER OF A 5 BY-6 FOOT AREA OF OUTCROPPING BEDROCK THAT IS FLUSH
 OY0395'WITH THE GROUND SURFACE, 9.1 M (29.9 FT) SOUTHEAST OF THE CENTER OF
 OY0395'GRAVELED ROAD 1500 WEST, 6.4 M (21.0 FT) SOUTHWEST OF THE NEAR RAIL,
 OY0395'3.0 M (9.8 FT) SOUTHEAST OF A WITNESS POST, AND 1.5 M (4.9 FT) BELOW
 OY0395'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0470 ***********************************************************************
 RY0470  DESIGNATION -  B 79
 RY0470  PID         -  RY0470
 RY0470  STATE/COUNTY-  ID/IDAHO
 RY0470  USGS QUAD   -  SYRINGA (1994)
 RY0470
 RY0470                         *CURRENT SURVEY CONTROL
 RY0470  ___________________________________________________________________
 RY0470* NAD 83(1986)-  46 08 13.     (N)    115 44 54.     (W)     SCALED    
 RY0470* NAVD 88     -       426.489  (meters)    1399.24   (feet)  ADJUSTED  
 RY0470  ___________________________________________________________________
 RY0470  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 RY0470  DYNAMIC HT  -         426.438 (meters)    1399.07  (feet)  COMP
 RY0470  MODELED GRAV-     980,485.2   (mgal)                       NAVD 88
 RY0470
 RY0470  VERT ORDER  -  FIRST     CLASS II
 RY0470
 RY0470.The horizontal coordinates were scaled from a topographic map and have
 RY0470.an estimated accuracy of +/- 6 seconds.
 RY0470
 RY0470.The orthometric height was determined by differential leveling
 RY0470.and adjusted by the National Geodetic Survey in June 1991..
 RY0470
 RY0470.The geoid height was determined by GEOID03.
 RY0470
 RY0470.The dynamic height is computed by dividing the NAVD 88
 RY0470.geopotential number by the normal gravity value computed on the
 RY0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0470.degrees latitude (g = 980.6199 gals.).
 RY0470
 RY0470.The modeled gravity was interpolated from observed gravity values.
 RY0470
 RY0470;                    North         East    Units  Estimated Accuracy
 RY0470;SPC ID W     -   496,660.      800,130.      MT  (+/- 180 meters Scaled)
 RY0470
 RY0470                          SUPERSEDED SURVEY CONTROL
 RY0470
 RY0470  NGVD 29 (??/??/92)  425.394  (m)         1395.65   (f) ADJ UNCH    1 2
 RY0470
 RY0470.Superseded values are not recommended for survey control.
 RY0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0470.See file dsdata.txt to determine how the superseded data were derived.
 RY0470
 RY0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM966100(NAD 83)
 RY0470_MARKER: DB = BENCH MARK DISK
 RY0470_SETTING: 80 = SET IN A BOULDER
 RY0470_STAMPING: 1397 B 79 1911
 RY0470_MARK LOGO: USGS  
 RY0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0470+STABILITY: SURFACE MOTION
 RY0470
 RY0470  HISTORY     - Date     Condition        Report By
 RY0470  HISTORY     - 1911     MONUMENTED       USGS
 RY0470  HISTORY     - 1950     GOOD             NGS
 RY0470  HISTORY     - 1980     GOOD             NGS
 RY0470
 RY0470                          STATION DESCRIPTION
 RY0470
 RY0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0470'14.6 MI E FROM KOOSKIA.
 RY0470'0.3 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT KOOSKIA,
 RY0470'THENCE 14.3 MILES EAST ALONG STATE HIGHWAY 9, AT SWAN CREEK, ABOUT 100
 RY0470'YARDS EAST OF THE MIDDLE FORK RANGER STATION, 50 FEET NORTHWEST OF THE
 RY0470'CENTER LINE OF THE HIGHWAY, 43 FEET SOUTHWEST OF THE APPROXIMATE
 RY0470'CENTER OF SWAN CREEK, 25.5 FEET NORTHWEST OF A FENCE, 18.8 FEET
 RY0470'NORTHEAST OF A CROSS FENCE, IN THE TOP OF A LARGE BOULDER ABOUT 10.0
 RY0470'FEET HIGHER THAN THE HIGHWAY, AND MARKED BY THE PAINTED LETTERS B M.
 RY0470
 RY0470                          STATION RECOVERY (1980)
 RY0470
 RY0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0470'13.8 KILOMETER (8.6 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0470'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.7
 RY0470'KILOMETER (0.45 MILE) SOUTHWEST OF HIGHWAY MILEPOST 89, 0.25 KILOMETER
 RY0470'(0.15 MILE) EAST OF SMITH CREEK, ACROSS THE HIGHWAY FROM A PAVED
 RY0470'PULLOUT, SET IN TOP OF A 1.8 X 2.7 METER (6 X 9 FOOT) GRANITE
 RY0470'BOULDER PROJECTING 0.3 METER (1.0 FOOT), 14.0 METERS (46.0 FEET)
 RY0470'NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.0 METERS (49.0 FEET)
 RY0470'SOUTHWEST OF A 90-CENTIMETER (36-INCH) DIAMETER FIR TREE, 14.0 METERS
 RY0470'(46.0 FEET) NORTHWEST OF THE TOP CENTER OF THE NORTH END OF A
 RY0470'90-CENTIMETER (36-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE
 RY0470'HIGHWAY FOR SWAN CREEK.
 RY0470'NOTE-HIGH POINT IS THE -E- IN SURVEY.
 RY0470'THE MARK IS 224 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0693 ***********************************************************************
 NU0693  DESIGNATION -  B 79
 NU0693  PID         -  NU0693
 NU0693  STATE/COUNTY-  ID/BINGHAM
 NU0693  USGS QUAD   -  ABERDEEN (1971)
 NU0693
 NU0693                         *CURRENT SURVEY CONTROL
 NU0693  ___________________________________________________________________
 NU0693* NAD 83(1986)-  42 56 14.     (N)    112 50 27.     (W)     SCALED    
 NU0693* NAVD 88     -      1343.577  (meters)    4408.05   (feet)  ADJUSTED  
 NU0693  ___________________________________________________________________
 NU0693  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 NU0693  DYNAMIC HT  -        1342.821 (meters)    4405.57  (feet)  COMP
 NU0693  MODELED GRAV-     980,011.3   (mgal)                       NAVD 88
 NU0693
 NU0693  VERT ORDER  -  SECOND    CLASS 0
 NU0693
 NU0693.The horizontal coordinates were scaled from a topographic map and have
 NU0693.an estimated accuracy of +/- 6 seconds.
 NU0693
 NU0693.The orthometric height was determined by differential leveling
 NU0693.and adjusted by the National Geodetic Survey in June 1991..
 NU0693
 NU0693.The geoid height was determined by GEOID03.
 NU0693
 NU0693.The dynamic height is computed by dividing the NAVD 88
 NU0693.geopotential number by the normal gravity value computed on the
 NU0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0693.degrees latitude (g = 980.6199 gals.).
 NU0693
 NU0693.The modeled gravity was interpolated from observed gravity values.
 NU0693
 NU0693;                    North         East    Units  Estimated Accuracy
 NU0693;SPC ID E     -   141,350.      144,980.      MT  (+/- 180 meters Scaled)
 NU0693
 NU0693                          SUPERSEDED SURVEY CONTROL
 NU0693
 NU0693  NGVD 29 (??/??/92) 1342.545  (m)         4404.67   (f) ADJ UNCH    2 0
 NU0693
 NU0693.Superseded values are not recommended for survey control.
 NU0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0693.See file dsdata.txt to determine how the superseded data were derived.
 NU0693
 NU0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN498554(NAD 83)
 NU0693_MARKER: DB = BENCH MARK DISK
 NU0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0693_SP_SET: SIPHON
 NU0693_STAMPING: B 79 1958
 NU0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0693
 NU0693  HISTORY     - Date     Condition        Report By
 NU0693  HISTORY     - 1958     MONUMENTED       CGS
 NU0693  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0693
 NU0693                          STATION DESCRIPTION
 NU0693
 NU0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0693'0.6 MI SW FROM ABERDEEN.
 NU0693'0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 NU0693'ABERDEEN, 0.15 MILE WEST OF A CURVE IN THE HIGHWAY, 67 FEET NORTHWEST
 NU0693'OF THE CENTER OF THE T JUNCTION OF AN ASPHALT ROAD NORTH, IN THE TOP
 NU0693'OF THE WEST CONCRETE HEAD WALL OF AN IRRIGATION SIPHON UNDER THE ROAD,
 NU0693'33 FEET WEST OF THE CENTER LINE OF THE ROAD, 6.0 FEET SOUTH OF THE
 NU0693'NORTH END OF THE HEAD WALL AND 1 FOOT HIGHER THAN THE HIGHWAY.
 NU0693
 NU0693                          STATION RECOVERY (1971)
 NU0693
 NU0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0131 ***********************************************************************
 PZ0131  DESIGNATION -  B 8
 PZ0131  PID         -  PZ0131
 PZ0131  STATE/COUNTY-  ID/CLARK
 PZ0131  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0131
 PZ0131                         *CURRENT SURVEY CONTROL
 PZ0131  ___________________________________________________________________
 PZ0131* NAD 83(1986)-  44 17 59.     (N)    112 12 17.     (W)     SCALED    
 PZ0131* NAVD 88     -      1691.098  (meters)    5548.21   (feet)  ADJUSTED  
 PZ0131  ___________________________________________________________________
 PZ0131  GEOID HEIGHT-         -10.41  (meters)                     GEOID03
 PZ0131  DYNAMIC HT  -        1690.225 (meters)    5545.35  (feet)  COMP
 PZ0131  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 PZ0131
 PZ0131  VERT ORDER  -  FIRST     CLASS II
 PZ0131
 PZ0131.The horizontal coordinates were scaled from a topographic map and have
 PZ0131.an estimated accuracy of +/- 6 seconds.
 PZ0131
 PZ0131.The orthometric height was determined by differential leveling
 PZ0131.and adjusted by the National Geodetic Survey in June 1991..
 PZ0131
 PZ0131.The geoid height was determined by GEOID03.
 PZ0131
 PZ0131.The dynamic height is computed by dividing the NAVD 88
 PZ0131.geopotential number by the normal gravity value computed on the
 PZ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0131.degrees latitude (g = 980.6199 gals.).
 PZ0131
 PZ0131.The modeled gravity was interpolated from observed gravity values.
 PZ0131
 PZ0131;                    North         East    Units  Estimated Accuracy
 PZ0131;SPC ID E     -   292,500.      196,960.      MT  (+/- 180 meters Scaled)
 PZ0131
 PZ0131                          SUPERSEDED SURVEY CONTROL
 PZ0131
 PZ0131  NGVD 29 (??/??/92) 1689.908  (m)         5544.31   (f) ADJ UNCH    1 2
 PZ0131
 PZ0131.Superseded values are not recommended for survey control.
 PZ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0131.See file dsdata.txt to determine how the superseded data were derived.
 PZ0131
 PZ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ039058(NAD 83)
 PZ0131_MARKER: DB = BENCH MARK DISK
 PZ0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0131_SP_SET: CULVERT
 PZ0131_STAMPING: 5544.799
 PZ0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0131
 PZ0131  HISTORY     - Date     Condition        Report By
 PZ0131  HISTORY     - UNK      MONUMENTED       CGS
 PZ0131  HISTORY     - 1967     GOOD             NGS
 PZ0131
 PZ0131                          STATION DESCRIPTION
 PZ0131
 PZ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0131'4.6 MI S FROM SPENCER.
 PZ0131'4.6 MILES SOUTH ALONG U.S. HIGHWAY 91 AND INTERSTATE HIHWAY 15 FROM
 PZ0131'THE SCHOOL AT SPENCER, IN THE TOP OF THE NORTHEAST END OF THE
 PZ0131'NORTHWEST STONE HEAD WALL OF A DOUBLE BOX CULVERT OVER BEAVER CREEK,
 PZ0131'10 POLES SOUTHWEST OF RAILROAD MILEPOLE 244, 200 FEET SOUTHEAST OF THE
 PZ0131'CENTER LINE OF THE SOUTHEAST LANES OF THE HIGHWAY, 65 FEET NORTHWEST
 PZ0131'OF THE NORTHWEST RAIL, 101 FEET SOUTHEAST OF A FENCE, 1.0 FOOT
 PZ0131'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL, ABOUT 35 FEET LOWER
 PZ0131'THAN THE HIGHWAY, AND ABOUT 40 FEET LOWER THAN THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0418 ***********************************************************************
 NU0418  DESIGNATION -  B 80
 NU0418  PID         -  NU0418
 NU0418  STATE/COUNTY-  ID/ONEIDA
 NU0418  USGS QUAD   -  STONE (1973)
 NU0418
 NU0418                         *CURRENT SURVEY CONTROL
 NU0418  ___________________________________________________________________
 NU0418* NAD 83(1986)-  42 01 46.     (N)    112 41 44.     (W)     SCALED    
 NU0418* NAVD 88     -      1395.055  (meters)    4576.94   (feet)  ADJUSTED  
 NU0418  ___________________________________________________________________
 NU0418  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 NU0418  DYNAMIC HT  -        1394.111 (meters)    4573.85  (feet)  COMP
 NU0418  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 NU0418
 NU0418  VERT ORDER  -  SECOND    CLASS 0
 NU0418
 NU0418.The horizontal coordinates were scaled from a topographic map and have
 NU0418.an estimated accuracy of +/- 6 seconds.
 NU0418
 NU0418.The orthometric height was determined by differential leveling
 NU0418.and adjusted by the National Geodetic Survey in June 1991..
 NU0418
 NU0418.The geoid height was determined by GEOID03.
 NU0418
 NU0418.The dynamic height is computed by dividing the NAVD 88
 NU0418.geopotential number by the normal gravity value computed on the
 NU0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0418.degrees latitude (g = 980.6199 gals.).
 NU0418
 NU0418.The modeled gravity was interpolated from observed gravity values.
 NU0418
 NU0418;                    North         East    Units  Estimated Accuracy
 NU0418;SPC ID E     -    40,430.      156,200.      MT  (+/- 180 meters Scaled)
 NU0418
 NU0418                          SUPERSEDED SURVEY CONTROL
 NU0418
 NU0418  NGVD 29 (??/??/92) 1393.997  (m)         4573.47   (f) ADJ UNCH    2 0
 NU0418
 NU0418.Superseded values are not recommended for survey control.
 NU0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0418.See file dsdata.txt to determine how the superseded data were derived.
 NU0418
 NU0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM596544(NAD 83)
 NU0418_MARKER: DB = BENCH MARK DISK
 NU0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0418_STAMPING: B 80 1934
 NU0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0418+STABILITY: SURFACE MOTION
 NU0418
 NU0418  HISTORY     - Date     Condition        Report By
 NU0418  HISTORY     - 1934     MONUMENTED       CGS
 NU0418  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0418
 NU0418                          STATION DESCRIPTION
 NU0418
 NU0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0418'5.3 MI N FROM SNOWVILLE.
 NU0418'IN ONEIDA COUNTY, IDAHO, ABOUT 5.3 MILES NORTH ALONG THE ROAD LEADING
 NU0418'TO HOLBROOK FROM THE CAFE BUILDING AT SNOWVILLE, BOX ELDER COUNTY,
 NU0418'UTAH, ABOUT 400 FEET NORTH OF A FARMHOUSE, AND 21 FEET WEST OF THE
 NU0418'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED B 80 1934 AND SET
 NU0418'IN THE TOP OF A CONCRETE POST.
 NU0418
 NU0418                          STATION RECOVERY (1973)
 NU0418
 NU0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1056 ***********************************************************************
 NU1056  DESIGNATION -  B 81
 NU1056  PID         -  NU1056
 NU1056  STATE/COUNTY-  ID/CASSIA
 NU1056  USGS QUAD   -  NAF (1976)
 NU1056
 NU1056                         *CURRENT SURVEY CONTROL
 NU1056  ___________________________________________________________________
 NU1056* NAD 83(1986)-  42 00 36.     (N)    113 17 19.     (W)     SCALED    
 NU1056* NAVD 88     -      1610.368  (meters)    5283.35   (feet)  ADJUSTED  
 NU1056  ___________________________________________________________________
 NU1056  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 NU1056  DYNAMIC HT  -        1609.257 (meters)    5279.70  (feet)  COMP
 NU1056  MODELED GRAV-     979,875.0   (mgal)                       NAVD 88
 NU1056
 NU1056  VERT ORDER  -  SECOND    CLASS 0
 NU1056
 NU1056.The horizontal coordinates were scaled from a topographic map and have
 NU1056.an estimated accuracy of +/- 6 seconds.
 NU1056
 NU1056.The orthometric height was determined by differential leveling
 NU1056.and adjusted by the National Geodetic Survey in June 1991..
 NU1056
 NU1056.The geoid height was determined by GEOID03.
 NU1056
 NU1056.The dynamic height is computed by dividing the NAVD 88
 NU1056.geopotential number by the normal gravity value computed on the
 NU1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1056.degrees latitude (g = 980.6199 gals.).
 NU1056
 NU1056.The modeled gravity was interpolated from observed gravity values.
 NU1056
 NU1056;                    North         East    Units  Estimated Accuracy
 NU1056;SPC ID C     -    38,380.      558,930.      MT  (+/- 180 meters Scaled)
 NU1056
 NU1056                          SUPERSEDED SURVEY CONTROL
 NU1056
 NU1056  NGVD 29 (??/??/92) 1609.275  (m)         5279.76   (f) ADJ UNCH    2 0
 NU1056
 NU1056.Superseded values are not recommended for survey control.
 NU1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1056.See file dsdata.txt to determine how the superseded data were derived.
 NU1056
 NU1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM104534(NAD 83)
 NU1056_MARKER: DB = BENCH MARK DISK
 NU1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1056_STAMPING: B 81 1934
 NU1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1056+STABILITY: SURFACE MOTION
 NU1056
 NU1056  HISTORY     - Date     Condition        Report By
 NU1056  HISTORY     - 1934     MONUMENTED       CGS
 NU1056  HISTORY     - 1970     MARK NOT FOUND   USGS
 NU1056
 NU1056                          STATION DESCRIPTION
 NU1056
 NU1056'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NU1056'4.2 MI W FROM STREVELL.
 NU1056'4.2 MILES WEST ALONG THE ROAD LEADING TO OAKLEY FROM THE AIRWAY
 NU1056'STATION AT STREVELL, 1/4 MILE WEST OF A SERVICE STATION, AND 35 FEET
 NU1056'SOUTH OF THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A CONCRETE
 NU1056'POST.  NOTE-- HOWEVER RECENT ROAD WORK IN THE AREA HAS BLADED UP TO
 NU1056'THE FENCE, WHICH IS FIVE FEET BEYOND THE BENCH MARK.  SO THIS BENCH
 NU1056'MARK MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0117 ***********************************************************************
 NU0117  DESIGNATION -  B 82
 NU0117  PID         -  NU0117
 NU0117  STATE/COUNTY-  ID/POWER
 NU0117  USGS QUAD   -  CLIFTON CREEK (1968)
 NU0117
 NU0117                         *CURRENT SURVEY CONTROL
 NU0117  ___________________________________________________________________
 NU0117* NAD 83(1986)-  42 38 40.     (N)    112 29 28.     (W)     SCALED    
 NU0117* NAVD 88     -      1573.683  (meters)    5162.99   (feet)  ADJUSTED  
 NU0117  ___________________________________________________________________
 NU0117  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NU0117  DYNAMIC HT  -        1572.678 (meters)    5159.69  (feet)  COMP
 NU0117  MODELED GRAV-     979,927.1   (mgal)                       NAVD 88
 NU0117
 NU0117  VERT ORDER  -  SECOND    CLASS 0
 NU0117
 NU0117.The horizontal coordinates were scaled from a topographic map and have
 NU0117.an estimated accuracy of +/- 6 seconds.
 NU0117
 NU0117.The orthometric height was determined by differential leveling
 NU0117.and adjusted by the National Geodetic Survey in June 1991..
 NU0117
 NU0117.The geoid height was determined by GEOID03.
 NU0117
 NU0117.The dynamic height is computed by dividing the NAVD 88
 NU0117.geopotential number by the normal gravity value computed on the
 NU0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0117.degrees latitude (g = 980.6199 gals.).
 NU0117
 NU0117.The modeled gravity was interpolated from observed gravity values.
 NU0117
 NU0117;                    North         East    Units  Estimated Accuracy
 NU0117;SPC ID E     -   108,650.      173,390.      MT  (+/- 180 meters Scaled)
 NU0117
 NU0117                          SUPERSEDED SURVEY CONTROL
 NU0117
 NU0117  NGVD 29 (??/??/92) 1572.568  (m)         5159.33   (f) ADJ UNCH    2 0
 NU0117
 NU0117.Superseded values are not recommended for survey control.
 NU0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0117.See file dsdata.txt to determine how the superseded data were derived.
 NU0117
 NU0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN777224(NAD 83)
 NU0117_MARKER: DB = BENCH MARK DISK
 NU0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0117_SP_SET: CULVERT
 NU0117_STAMPING: B 82 1934
 NU0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0117
 NU0117  HISTORY     - Date     Condition        Report By
 NU0117  HISTORY     - 1934     MONUMENTED       CGS
 NU0117  HISTORY     - 1970     MARK NOT FOUND   USGS
 NU0117
 NU0117                          STATION DESCRIPTION
 NU0117
 NU0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0117'8.4 MI NE FROM PAULINE.
 NU0117'ABOUT 8.4 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE STORE AT
 NU0117'PAULINE, POWER COUNTY, AT A T-ROAD LEADING TO AMERICAN FALLS, ABOUT 75
 NU0117'FEET NORTH OF THE ROAD, AT A CONCRETE CULVERT, IN THE NORTHWEST WING
 NU0117'WALL, AND NEAR STATE HIGHWAY 38.  A STANDARD DISK, STAMPED B 82 1934.
 NU0117'NOTE-- THERE WAS NO CONCRETE CULVERT IN THE AREA.
 NU0117
 NU0117                          STATION RECOVERY (1970)
 NU0117
 NU0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NU0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0902 ***********************************************************************
 NU0902  DESIGNATION -  B 83
 NU0902  PID         -  NU0902
 NU0902  STATE/COUNTY-  ID/CASSIA
 NU0902  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0902
 NU0902                         *CURRENT SURVEY CONTROL
 NU0902  ___________________________________________________________________
 NU0902* NAD 83(1986)-  42 31 26.     (N)    113 15 14.     (W)     SCALED    
 NU0902* NAVD 88     -      1310.769  (meters)    4300.41   (feet)  ADJUSTED  
 NU0902  ___________________________________________________________________
 NU0902  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 NU0902  DYNAMIC HT  -        1309.986 (meters)    4297.85  (feet)  COMP
 NU0902  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 NU0902
 NU0902  VERT ORDER  -  SECOND    CLASS 0
 NU0902
 NU0902.The horizontal coordinates were scaled from a topographic map and have
 NU0902.an estimated accuracy of +/- 6 seconds.
 NU0902
 NU0902.The orthometric height was determined by differential leveling
 NU0902.and adjusted by the National Geodetic Survey in June 1991..
 NU0902
 NU0902.The geoid height was determined by GEOID03.
 NU0902
 NU0902.The dynamic height is computed by dividing the NAVD 88
 NU0902.geopotential number by the normal gravity value computed on the
 NU0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0902.degrees latitude (g = 980.6199 gals.).
 NU0902
 NU0902.The modeled gravity was interpolated from observed gravity values.
 NU0902
 NU0902;                    North         East    Units  Estimated Accuracy
 NU0902;SPC ID C     -    95,480.      561,300.      MT  (+/- 180 meters Scaled)
 NU0902
 NU0902                          SUPERSEDED SURVEY CONTROL
 NU0902
 NU0902  NGVD 29 (??/??/92) 1309.761  (m)         4297.11   (f) ADJ UNCH    2 0
 NU0902
 NU0902.Superseded values are not recommended for survey control.
 NU0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0902.See file dsdata.txt to determine how the superseded data were derived.
 NU0902
 NU0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN148104(NAD 83)
 NU0902_MARKER: DB = BENCH MARK DISK
 NU0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0902_STAMPING: B 83 1934
 NU0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0902+STABILITY: SURFACE MOTION
 NU0902
 NU0902  HISTORY     - Date     Condition        Report By
 NU0902  HISTORY     - 1934     MONUMENTED       CGS
 NU0902  HISTORY     - 1957     MARK NOT FOUND   USGS
 NU0902  HISTORY     - 1980     MARK NOT FOUND   USGS
 NU0902
 NU0902                          STATION DESCRIPTION
 NU0902
 NU0902'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0902'7.9 MI N FROM IDAHOME.
 NU0902'7.9 MILES NORTH ALONG U.S. HIGHWAY 30 S FROM THE EMERGENCY AIRWAY
 NU0902'FIELD AT IDAHOME, THENCE 9.8 MILES NORTHEAST ALONG THE ROAD LEADING TO
 NU0902'AMERICAN FALLS, 0.5 MILE EAST OF A RANCH HOUSE, 75 FEET WEST OF THE
 NU0902'ROAD, AND 65 FEET WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED B
 NU0902'83 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- TAPE
 NU0902'MEASUREMENTS AND PROBING FAILED TO LOCATE MARK SO PRESUME IT HAS BEEN
 NU0902'REMOVED.
 NU0902
 NU0902                          STATION RECOVERY (1980)
 NU0902
 NU0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NU0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0118 ***********************************************************************
 SV0118  DESIGNATION -  B 84
 SV0118  PID         -  SV0118
 SV0118  STATE/COUNTY-  ID/KOOTENAI
 SV0118  USGS QUAD   -  ROSE LAKE (1996)
 SV0118
 SV0118                         *CURRENT SURVEY CONTROL
 SV0118  ___________________________________________________________________
 SV0118* NAD 83(1986)-  47 35 49.     (N)    116 29 32.     (W)     SCALED    
 SV0118* NAVD 88     -       736.364  (meters)    2415.89   (feet)  ADJUSTED  
 SV0118  ___________________________________________________________________
 SV0118  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 SV0118  DYNAMIC HT  -         736.376 (meters)    2415.93  (feet)  COMP
 SV0118  MODELED GRAV-     980,604.8   (mgal)                       NAVD 88
 SV0118
 SV0118  VERT ORDER  -  SECOND    CLASS 0
 SV0118
 SV0118.The horizontal coordinates were scaled from a topographic map and have
 SV0118.an estimated accuracy of +/- 6 seconds.
 SV0118
 SV0118.The orthometric height was determined by differential leveling
 SV0118.and adjusted by the National Geodetic Survey in June 1991..
 SV0118
 SV0118.The geoid height was determined by GEOID03.
 SV0118
 SV0118.The dynamic height is computed by dividing the NAVD 88
 SV0118.geopotential number by the normal gravity value computed on the
 SV0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0118.degrees latitude (g = 980.6199 gals.).
 SV0118
 SV0118.The modeled gravity was interpolated from observed gravity values.
 SV0118
 SV0118;                    North         East    Units  Estimated Accuracy
 SV0118;SPC ID W     -   659,220.      744,190.      MT  (+/- 180 meters Scaled)
 SV0118
 SV0118                          SUPERSEDED SURVEY CONTROL
 SV0118
 SV0118  NGVD 29 (??/??/92)  735.246  (m)         2412.22   (f) ADJ UNCH    2 0
 SV0118
 SV0118.Superseded values are not recommended for survey control.
 SV0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0118.See file dsdata.txt to determine how the superseded data were derived.
 SV0118
 SV0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN381716(NAD 83)
 SV0118_MARKER: DB = BENCH MARK DISK
 SV0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0118_SP_SET: CULVERT
 SV0118_STAMPING: B 84 1958
 SV0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0118
 SV0118  HISTORY     - Date     Condition        Report By
 SV0118  HISTORY     - 1958     MONUMENTED       CGS
 SV0118  HISTORY     - 1974     GOOD             LOCENG
 SV0118
 SV0118                          STATION DESCRIPTION
 SV0118
 SV0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0118'9.8 MI NW FROM CATALDO.
 SV0118'9.8 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0118'RAILROAD AND NAVIGATION CO. RAILROAD STATION AT CATALDO, 1.2 MILES
 SV0118'WEST OF THE CEDARS SERVICE STATION, 16.0 FEET SOUTHWEST OF A CUT SOUTH
 SV0118'OF THE HIGHWAY, 39.4 FEET SOUTH OF THE EAST BOUND TRAFFIC LANE, SET IN
 SV0118'TOP OF THE SOUTHWEST CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER THE
 SV0118'HIGHWAY AND OVER THE FOURTH OF JULY CANYON CREEK AND 1 FOOT BELOW THE
 SV0118'HIGHWAY.
 SV0118
 SV0118                          STATION RECOVERY (1974)
 SV0118
 SV0118'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 SV0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0596 ***********************************************************************
 OZ0596  DESIGNATION -  B 85
 OZ0596  PID         -  OZ0596
 OZ0596  STATE/COUNTY-  ID/ELMORE
 OZ0596  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0596
 OZ0596                         *CURRENT SURVEY CONTROL
 OZ0596  ___________________________________________________________________
 OZ0596* NAD 83(1986)-  43 10 13.     (N)    115 43 34.     (W)     SCALED    
 OZ0596* NAVD 88     -       979.810  (meters)    3214.59   (feet)  ADJUSTED  
 OZ0596  ___________________________________________________________________
 OZ0596  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 OZ0596  DYNAMIC HT  -         979.384 (meters)    3213.20  (feet)  COMP
 OZ0596  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 OZ0596
 OZ0596  VERT ORDER  -  SECOND    CLASS 0
 OZ0596
 OZ0596.The horizontal coordinates were scaled from a topographic map and have
 OZ0596.an estimated accuracy of +/- 6 seconds.
 OZ0596
 OZ0596.The orthometric height was determined by differential leveling
 OZ0596.and adjusted by the National Geodetic Survey in June 1991..
 OZ0596
 OZ0596.The geoid height was determined by GEOID03.
 OZ0596
 OZ0596.The dynamic height is computed by dividing the NAVD 88
 OZ0596.geopotential number by the normal gravity value computed on the
 OZ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0596.degrees latitude (g = 980.6199 gals.).
 OZ0596
 OZ0596.The modeled gravity was interpolated from observed gravity values.
 OZ0596
 OZ0596;                    North         East    Units  Estimated Accuracy
 OZ0596;SPC ID W     -   167,010.      801,940.      MT  (+/- 180 meters Scaled)
 OZ0596
 OZ0596                          SUPERSEDED SURVEY CONTROL
 OZ0596
 OZ0596  NGVD 29 (??/??/92)  978.937  (m)         3211.73   (f) ADJ UNCH    2 0
 OZ0596
 OZ0596.Superseded values are not recommended for survey control.
 OZ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0596.See file dsdata.txt to determine how the superseded data were derived.
 OZ0596
 OZ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH035805(NAD 83)
 OZ0596_MARKER: DB = BENCH MARK DISK
 OZ0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0596_STAMPING: B 85 1959
 OZ0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0596+STABILITY: SURFACE MOTION
 OZ0596
 OZ0596  HISTORY     - Date     Condition        Report By
 OZ0596  HISTORY     - 1959     MONUMENTED       CGS
 OZ0596  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0596
 OZ0596                          STATION DESCRIPTION
 OZ0596
 OZ0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0596'4.7 MI NW FROM MOUNTAIN HOME.
 OZ0596'3.75 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 OZ0596'MOUNTAIN HOME TO A PAVED ROAD, THENCE 0.95 MILE EAST ON PAVED ROAD,
 OZ0596'97.0 FEET NORTHWEST OF POWER POLE NO. 30, 85.6 FEET SOUTHWEST OF THE
 OZ0596'SOUTHWEST CORNER OF A WHITE RANCH HOUSE (CLYDE E. AXTELL RESIDENCE),
 OZ0596'55.0 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 2.3 FEET
 OZ0596'SOUTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE
 OZ0596'POST PROJECTING 4 INCHES.
 OZ0596
 OZ0596                          STATION RECOVERY (1983)
 OZ0596
 OZ0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0599 ***********************************************************************
 OH0599  DESIGNATION -  B 86
 OH0599  PID         -  OH0599
 OH0599  STATE/COUNTY-  ID/CANYON
 OH0599  USGS QUAD   -  SAND HOLLOW (1970)
 OH0599
 OH0599                         *CURRENT SURVEY CONTROL
 OH0599  ___________________________________________________________________
 OH0599* NAD 83(1986)-  43 45 01.     (N)    116 42 45.     (W)     SCALED    
 OH0599* NAVD 88     -       748.689  (meters)    2456.32   (feet)  ADJUSTED  
 OH0599  ___________________________________________________________________
 OH0599  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 OH0599  DYNAMIC HT  -         748.447 (meters)    2455.53  (feet)  COMP
 OH0599  MODELED GRAV-     980,270.3   (mgal)                       NAVD 88
 OH0599
 OH0599  VERT ORDER  -  SECOND    CLASS 0
 OH0599
 OH0599.The horizontal coordinates were scaled from a topographic map and have
 OH0599.an estimated accuracy of +/- 6 seconds.
 OH0599
 OH0599.The orthometric height was determined by differential leveling
 OH0599.and adjusted by the National Geodetic Survey in June 1991..
 OH0599
 OH0599.The geoid height was determined by GEOID03.
 OH0599
 OH0599.The dynamic height is computed by dividing the NAVD 88
 OH0599.geopotential number by the normal gravity value computed on the
 OH0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0599.degrees latitude (g = 980.6199 gals.).
 OH0599
 OH0599.The modeled gravity was interpolated from observed gravity values.
 OH0599
 OH0599;                    North         East    Units  Estimated Accuracy
 OH0599;SPC ID W     -   231,900.      722,480.      MT  (+/- 180 meters Scaled)
 OH0599
 OH0599                          SUPERSEDED SURVEY CONTROL
 OH0599
 OH0599  NGVD 29 (??/??/92)  747.750  (m)         2453.24   (f) ADJ UNCH    2 0
 OH0599
 OH0599.Superseded values are not recommended for survey control.
 OH0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0599.See file dsdata.txt to determine how the superseded data were derived.
 OH0599
 OH0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ231441(NAD 83)
 OH0599_MARKER: DB = BENCH MARK DISK
 OH0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0599_STAMPING: B 86 1959
 OH0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0599+STABILITY: SURFACE MOTION
 OH0599
 OH0599  HISTORY     - Date     Condition        Report By
 OH0599  HISTORY     - 1959     MONUMENTED       CGS
 OH0599  HISTORY     - 1975     GOOD             NGS
 OH0599  HISTORY     - 20030923 POOR             IDTD
 OH0599
 OH0599                          STATION DESCRIPTION
 OH0599
 OH0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0599'4.8 MI NW FROM CALDWELL.
 OH0599'4.3 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0599'U.S. HIGHWAYS 30 AND 20 AT CALDWELL, THENCE 0.5 MILE SOUTHWEST ON ROAD
 OH0599'26N TO ITS INTERSECTION WITH ROAD 16W, 51.5 FEET NORTHEAST OF THE
 OH0599'INTERSECTION OF THE ROADS, 2.3 FEET NORTHEAST OF A METAL WITNESS POST
 OH0599'WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES AND ON
 OH0599'THE NORTHEAST SIDE OF THE PROPOSED HIGHWAY AND ABOUT 3.0 FEET HIGHER
 OH0599'THAN ROAD 26N.
 OH0599
 OH0599                          STATION RECOVERY (1975)
 OH0599
 OH0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OH0599'AZIMUTH MARK FOR TRIANGULATION STATIONS IDA 80-12 1959, AND HOUSE
 OH0599'1959. REACHED FROM THE JUNCTION OF INTERSTATE 80N, U.S. HIGHWAY 30,
 OH0599'AND STATE HIGHWAY 44, WHICH IS 3 MILES NORTHWEST OF CALDWELL, GO EAST
 OH0599'ON STATE HIGHWAY 44 FOR 0.1 MILE TO A CROSSROAD, TURN LEFT, AND GO
 OH0599'NORTH ON THE MACADAM ROAD, FORMERLY U.S. HIGHWAY 30, FOR 4.2 MILES TO
 OH0599'A CROSSROAD, TURN LEFT, AND GO WEST ON ROAD 26N FOR 0.5 MILE TO THE
 OH0599'BENCH MARK ON THE RIGHT, 0.1 MILE EAST OF THE OVERPASS OVER THE
 OH0599'FREEWAY 40 FEET NORTH OF THE CENTER OF ROAD 26N, 32 FEET EAST OF THE
 OH0599'CENTER OF FIR LANE, AND 2.5 FEET NORTHEAST OF A METAL WITNESS POST,
 OH0599'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 OH0599
 OH0599                          STATION RECOVERY (2003)
 OH0599
 OH0599'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (PRS)
 OH0599'RECOVERED AS DESCRIBED, MONUMENT IS DISTURBED AND TILTS TO THE WEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0608 ***********************************************************************
 OH0608  DESIGNATION -  B 87
 OH0608  PID         -  OH0608
 OH0608  STATE/COUNTY-  ID/CANYON
 OH0608  USGS QUAD   -  SAND HOLLOW (1970)
 OH0608
 OH0608                         *CURRENT SURVEY CONTROL
 OH0608  ___________________________________________________________________
 OH0608* NAD 83(1986)-  43 47 36.     (N)    116 40 32.     (W)     SCALED    
 OH0608* NAVD 88     -       783.325  (meters)    2569.96   (feet)  ADJUSTED  
 OH0608  ___________________________________________________________________
 OH0608  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 OH0608  DYNAMIC HT  -         783.065 (meters)    2569.11  (feet)  COMP
 OH0608  MODELED GRAV-     980,262.1   (mgal)                       NAVD 88
 OH0608
 OH0608  VERT ORDER  -  SECOND    CLASS 0
 OH0608
 OH0608.The horizontal coordinates were scaled from a topographic map and have
 OH0608.an estimated accuracy of +/- 6 seconds.
 OH0608
 OH0608.The orthometric height was determined by differential leveling
 OH0608.and adjusted by the National Geodetic Survey in June 1991..
 OH0608
 OH0608.The geoid height was determined by GEOID03.
 OH0608
 OH0608.The dynamic height is computed by dividing the NAVD 88
 OH0608.geopotential number by the normal gravity value computed on the
 OH0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0608.degrees latitude (g = 980.6199 gals.).
 OH0608
 OH0608.The modeled gravity was interpolated from observed gravity values.
 OH0608
 OH0608;                    North         East    Units  Estimated Accuracy
 OH0608;SPC ID W     -   236,650.      725,510.      MT  (+/- 180 meters Scaled)
 OH0608
 OH0608                          SUPERSEDED SURVEY CONTROL
 OH0608
 OH0608  NGVD 29 (??/??/92)  782.379  (m)         2566.86   (f) ADJ UNCH    2 0
 OH0608
 OH0608.Superseded values are not recommended for survey control.
 OH0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0608.See file dsdata.txt to determine how the superseded data were derived.
 OH0608
 OH0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ261489(NAD 83)
 OH0608_MARKER: DB = BENCH MARK DISK
 OH0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0608_STAMPING: B 87 1959
 OH0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0608+STABILITY: SURFACE MOTION
 OH0608
 OH0608  HISTORY     - Date     Condition        Report By
 OH0608  HISTORY     - 1959     MONUMENTED       CGS
 OH0608
 OH0608                          STATION DESCRIPTION
 OH0608
 OH0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0608'10.8 MI NW FROM CALDWELL.
 OH0608'7.8 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0608'U.S. HIGHWAY 30 AND U.S. HIGHWAY 20 AT CALDWELL, THENCE 3.0 MILES
 OH0608'EASTERLY ALONG A GRAVEL ROAD, 23.0 FEET NORTH OF THE CENTERLINE OF
 OH0608'ROAD, 2.0 FEET EAST OF A METAL WITNESS POST WITH SIGN, 2.0 FEET WEST
 OH0608'OF A POWERLINE POLE, SET IN A SQUARE CONCRETE POST PROJECTING 4
 OH0608'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0316 ***********************************************************************
 NV0316  DESIGNATION -  B 88
 NV0316  PID         -  NV0316
 NV0316  STATE/COUNTY-  ID/GOODING
 NV0316  USGS QUAD   -  TUTTLE (1992)
 NV0316
 NV0316                         *CURRENT SURVEY CONTROL
 NV0316  ___________________________________________________________________
 NV0316* NAD 83(1986)-  42 51 30.     (N)    114 50 20.     (W)     SCALED    
 NV0316* NAVD 88     -      1009.363  (meters)    3311.55   (feet)  ADJUSTED  
 NV0316  ___________________________________________________________________
 NV0316  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 NV0316  DYNAMIC HT  -        1008.903 (meters)    3310.04  (feet)  COMP
 NV0316  MODELED GRAV-     980,129.8   (mgal)                       NAVD 88
 NV0316
 NV0316  VERT ORDER  -  FIRST     CLASS II
 NV0316
 NV0316.The horizontal coordinates were scaled from a topographic map and have
 NV0316.an estimated accuracy of +/- 6 seconds.
 NV0316
 NV0316.The orthometric height was determined by differential leveling
 NV0316.and adjusted by the National Geodetic Survey in January 1993..
 NV0316
 NV0316.The geoid height was determined by GEOID03.
 NV0316
 NV0316.The dynamic height is computed by dividing the NAVD 88
 NV0316.geopotential number by the normal gravity value computed on the
 NV0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0316.degrees latitude (g = 980.6199 gals.).
 NV0316
 NV0316.The modeled gravity was interpolated from observed gravity values.
 NV0316
 NV0316;                    North         East    Units  Estimated Accuracy
 NV0316;SPC ID C     -   132,700.      431,440.      MT  (+/- 180 meters Scaled)
 NV0316
 NV0316                          SUPERSEDED SURVEY CONTROL
 NV0316
 NV0316  NAVD 88 (06/15/91) 1009.377  (m)         3311.60   (f) UNKNOWN     1 2
 NV0316  NGVD 29 (??/??/92) 1008.552  (m)         3308.89   (f) ADJ UNCH    1 2
 NV0316
 NV0316.Superseded values are not recommended for survey control.
 NV0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0316.See file dsdata.txt to determine how the superseded data were derived.
 NV0316
 NV0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH765473(NAD 83)
 NV0316_MARKER: DB = BENCH MARK DISK
 NV0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0316_SP_SET: CONCRETE POST
 NV0316_STAMPING: B 88 1959
 NV0316_MARK LOGO: CGS   
 NV0316_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0316+STABILITY: SURFACE MOTION
 NV0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NV0316+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0316
 NV0316  HISTORY     - Date     Condition        Report By
 NV0316  HISTORY     - 1959     MONUMENTED       CGS
 NV0316  HISTORY     - 19920715 GOOD             NGS
 NV0316
 NV0316                          STATION DESCRIPTION
 NV0316
 NV0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0316'6.3 MI SE FROM BLISS.
 NV0316'0.7 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT BLISS TO THE
 NV0316'JUNCTION OF STATE HIGHWAY 25, THENCE 5.6 MILES SOUTHEAST ALONG STATE
 NV0316'HIGHWAY 25 TO A PAVED CROSS ROAD.  256.0 FEET NORTHEAST OF THE
 NV0316'CENTERLINE OF THE HIGHWAY, 94.0 FEET SOUTHEAST OF MILE POLE 66, 26.0
 NV0316'FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 28.0 FEET EAST OF
 NV0316'THE EAST RAIL OF THE RAILROAD, 1.5 FEET SOUTHWEST OF A TELEPHONE POLE,
 NV0316'3.5 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN A
 NV0316'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 NV0316
 NV0316                          STATION RECOVERY (1992)
 NV0316
 NV0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0316'10.4 KM (6.45 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0316'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, THENCE 0.5 KM
 NV0316'(0.30 MI) EASTERLY ALONG A PAVED ROAD (EXIT 147), 21.5 M (70.5 FT)
 NV0316'EAST-SOUTHEAST OF AN UNDERGROUND CABLE WARNING SIGN, 13.2 M (43.3 FT)
 NV0316'NORTHEAST OF THE CENTER OF A RAILROAD GRADE (TRACKS REMOVED), 7.0 M
 NV0316'(23.0 FT) NORTH OF THE ROAD CENTER, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 NV0316'THE ROAD, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 NV0316'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0254 ***********************************************************************
 NV0254  DESIGNATION -  B 89
 NV0254  PID         -  NV0254
 NV0254  STATE/COUNTY-  ID/JEROME
 NV0254  USGS QUAD   -  JEROME (1982)
 NV0254
 NV0254                         *CURRENT SURVEY CONTROL
 NV0254  ___________________________________________________________________
 NV0254* NAD 83(1986)-  42 40 51.     (N)    114 31 07.     (W)     SCALED    
 NV0254* NAVD 88     -      1119.719  (meters)    3673.61   (feet)  ADJUSTED  
 NV0254  ___________________________________________________________________
 NV0254  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 NV0254  DYNAMIC HT  -        1119.132 (meters)    3671.69  (feet)  COMP
 NV0254  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 NV0254
 NV0254  VERT ORDER  -  SECOND    CLASS 0
 NV0254
 NV0254.The horizontal coordinates were scaled from a topographic map and have
 NV0254.an estimated accuracy of +/- 6 seconds.
 NV0254
 NV0254.The orthometric height was determined by differential leveling
 NV0254.and adjusted by the National Geodetic Survey in June 1991..
 NV0254
 NV0254.The geoid height was determined by GEOID03.
 NV0254
 NV0254.The dynamic height is computed by dividing the NAVD 88
 NV0254.geopotential number by the normal gravity value computed on the
 NV0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0254.degrees latitude (g = 980.6199 gals.).
 NV0254
 NV0254.The modeled gravity was interpolated from observed gravity values.
 NV0254
 NV0254;                    North         East    Units  Estimated Accuracy
 NV0254;SPC ID C     -   112,780.      457,500.      MT  (+/- 180 meters Scaled)
 NV0254
 NV0254                          SUPERSEDED SURVEY CONTROL
 NV0254
 NV0254  NGVD 29 (??/??/92) 1118.839  (m)         3670.72   (f) ADJ UNCH    2 0
 NV0254
 NV0254.Superseded values are not recommended for survey control.
 NV0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0254.See file dsdata.txt to determine how the superseded data were derived.
 NV0254
 NV0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH033283(NAD 83)
 NV0254_MARKER: DB = BENCH MARK DISK
 NV0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0254_STAMPING: B 89 1959
 NV0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0254+STABILITY: SURFACE MOTION
 NV0254
 NV0254  HISTORY     - Date     Condition        Report By
 NV0254  HISTORY     - 1959     MONUMENTED       CGS
 NV0254  HISTORY     - 1960     MARK NOT FOUND   LOCENG
 NV0254
 NV0254                          STATION DESCRIPTION
 NV0254
 NV0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0254'3.0 MI S FROM JEROME.
 NV0254'3.0 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0254'HIGHWAYS 25 AND 79 AT JEROME, 25 FEET WEST OF THE CENTERLINE OF THE
 NV0254'HIGHWAY, 20 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CANAL BRIDGE,
 NV0254'10 FEET EAST OF A CANAL BANK, 3 FEET NORTHWEST OF A TELEPHONE POLE, 3
 NV0254'FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE
 NV0254'POST PROJECTING 6 INCHES.
 NV0254
 NV0254                          STATION RECOVERY (1960)
 NV0254
 NV0254'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 NV0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0339 ***********************************************************************
 SV0339  DESIGNATION -  B 9
 SV0339  PID         -  SV0339
 SV0339  STATE/COUNTY-  ID/BONNER
 SV0339  USGS QUAD   -  ATHOL (1961)
 SV0339
 SV0339                         *CURRENT SURVEY CONTROL
 SV0339  ___________________________________________________________________
 SV0339* NAD 83(1986)-  47 59 38.     (N)    116 41 19.     (W)     SCALED    
 SV0339* NAVD 88     -       692.269  (meters)    2271.22   (feet)  ADJUSTED  
 SV0339  ___________________________________________________________________
 SV0339  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SV0339  DYNAMIC HT  -         692.304 (meters)    2271.33  (feet)  COMP
 SV0339  MODELED GRAV-     980,639.3   (mgal)                       NAVD 88
 SV0339
 SV0339  VERT ORDER  -  FIRST     CLASS II
 SV0339
 SV0339.The horizontal coordinates were scaled from a topographic map and have
 SV0339.an estimated accuracy of +/- 6 seconds.
 SV0339
 SV0339.The orthometric height was determined by differential leveling
 SV0339.and adjusted by the National Geodetic Survey in June 1991..
 SV0339
 SV0339.The geoid height was determined by GEOID03.
 SV0339
 SV0339.The dynamic height is computed by dividing the NAVD 88
 SV0339.geopotential number by the normal gravity value computed on the
 SV0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0339.degrees latitude (g = 980.6199 gals.).
 SV0339
 SV0339.The modeled gravity was interpolated from observed gravity values.
 SV0339
 SV0339;                    North         East    Units  Estimated Accuracy
 SV0339;SPC ID W     -   703,510.      729,950.      MT  (+/- 180 meters Scaled)
 SV0339
 SV0339                          SUPERSEDED SURVEY CONTROL
 SV0339
 SV0339  NGVD 29 (??/??/92)  691.078  (m)         2267.31   (f) ADJ UNCH    1 2
 SV0339
 SV0339.Superseded values are not recommended for survey control.
 SV0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0339.See file dsdata.txt to determine how the superseded data were derived.
 SV0339
 SV0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP232156(NAD 83)
 SV0339_MARKER: DB = BENCH MARK DISK
 SV0339_SETTING: 66 = SET IN ROCK OUTCROP
 SV0339_SP_SET: ROCK WALL
 SV0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0339+STABILITY: POSITION/ELEVATION WELL
 SV0339
 SV0339  HISTORY     - Date     Condition        Report By
 SV0339  HISTORY     - UNK      MONUMENTED       CGS
 SV0339  HISTORY     - 1935     GOOD             NGS
 SV0339  HISTORY     - 1944     GOOD             NGS
 SV0339
 SV0339                          STATION DESCRIPTION
 SV0339
 SV0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0339'1.5 MI SW FROM GRANITE.
 SV0339'1.5 MILES SOUTHWEST OF GRANITE STATION, BONNER COUNTY ALONG NORTHERN
 SV0339'PACIFIC RR.  13 FEET NORTHEAST OF NORTHEAST PORTAL OF TUNNEL NO. 1. 7
 SV0339'FEET SOUTHEAST OF CENTERLINE OF TRACKS.  1.5 FEET ABOVE TRACK LEVEL.
 SV0339'STANDARD BRONZE TABLET SET HORICONTALLY IN TOP OF SHELF 6 INCHES WIDE
 SV0339'OF GRANITE ROCK WALL AT ENTRANCE TO TUNNEL.
 SV0339
 SV0339                          STATION RECOVERY (1944)
 SV0339
 SV0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 SV0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0035 ***********************************************************************
 OY0035  DESIGNATION -  B 91
 OY0035  PID         -  OY0035
 OY0035  STATE/COUNTY-  ID/JEFFERSON
 OY0035  USGS QUAD   -  LEWISVILLE (1979)
 OY0035
 OY0035                         *CURRENT SURVEY CONTROL
 OY0035  ___________________________________________________________________
 OY0035* NAD 83(1986)-  43 38 29.     (N)    112 04 54.     (W)     SCALED    
 OY0035* NAVD 88     -      1455.383  (meters)    4774.87   (feet)  ADJUSTED  
 OY0035  ___________________________________________________________________
 OY0035  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 OY0035  DYNAMIC HT  -        1454.642 (meters)    4772.44  (feet)  COMP
 OY0035  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 OY0035
 OY0035  VERT ORDER  -  FIRST     CLASS II
 OY0035
 OY0035.The horizontal coordinates were scaled from a topographic map and have
 OY0035.an estimated accuracy of +/- 6 seconds.
 OY0035
 OY0035.The orthometric height was determined by differential leveling
 OY0035.and adjusted by the National Geodetic Survey in June 1991..
 OY0035
 OY0035.The geoid height was determined by GEOID03.
 OY0035
 OY0035.The dynamic height is computed by dividing the NAVD 88
 OY0035.geopotential number by the normal gravity value computed on the
 OY0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0035.degrees latitude (g = 980.6199 gals.).
 OY0035
 OY0035.The modeled gravity was interpolated from observed gravity values.
 OY0035
 OY0035;                    North         East    Units  Estimated Accuracy
 OY0035;SPC ID E     -   219,360.      206,860.      MT  (+/- 180 meters Scaled)
 OY0035
 OY0035                          SUPERSEDED SURVEY CONTROL
 OY0035
 OY0035  NGVD 29 (08/20/92) 1454.306  (m)         4771.34   (f) ADJUSTED    1 2
 OY0035
 OY0035.Superseded values are not recommended for survey control.
 OY0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0035.See file dsdata.txt to determine how the superseded data were derived.
 OY0035
 OY0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP127326(NAD 83)
 OY0035_MARKER: DB = BENCH MARK DISK
 OY0035_SETTING: 66 = SET IN ROCK OUTCROP
 OY0035_SP_SET: BEDROCK
 OY0035_STAMPING: B 91 1959
 OY0035_MARK LOGO: CGS   
 OY0035_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0035+STABILITY: POSITION/ELEVATION WELL
 OY0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0035+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1993
 OY0035
 OY0035  HISTORY     - Date     Condition        Report By
 OY0035  HISTORY     - 1959     MONUMENTED       CGS
 OY0035  HISTORY     - 1967     GOOD             NGS
 OY0035  HISTORY     - 19920625 GOOD             NGS
 OY0035  HISTORY     - 19930507 GOOD             IDDT
 OY0035
 OY0035                          STATION DESCRIPTION
 OY0035
 OY0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0035'6.0 MI S FROM ROBERTS.
 OY0035'6.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0035'ROBERTS, 2 1/2 POLES NORTHWEST OF MILEPOLE 196, 2 POLES NORTHWEST OF
 OY0035'THE CROSSING OF A ROAD, ON A SMALL LAVA ROCK COVERED KNOLL, IN THE TOP
 OY0035'OF A SMALL LAVA OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND, 25.5
 OY0035'FEET NORTHEAST OF THE NORTHEAST RAIL, 2.6 FEET NORTHEAST OF A WITNESS
 OY0035'POST, AND ABOUT 4 FEET HIGHER THAN THE TRACK.
 OY0035
 OY0035                          STATION RECOVERY (1992)
 OY0035
 OY0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0035'9.8 KM (6.10 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0035'JUNCTION OF STATE HIGHWAY 48 IN ROBERTS, NEAR THE CENTER OF A 2 BY
 OY0035'2-FOOT LAVA OUTCROP, 12.2 M (40.0 FT) EAST OF THE CENTER OF A
 OY0035'GRAVELED ROAD, 7.9 M (25.9 FT) EAST OF THE NEAR RAIL, 0.8 M (2.6 FT)
 OY0035'WEST OF A WITNESS POST, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 OY0035'TRACK.
 OY0035
 OY0035                          STATION RECOVERY (1993)
 OY0035
 OY0035'RECOVERY NOTE BY ID DEPT OF TRANSP 1993 (RR)
 OY0035'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0253 ***********************************************************************
 PY0253  DESIGNATION -  B 92
 PY0253  PID         -  PY0253
 PY0253  STATE/COUNTY-  ID/FREMONT
 PY0253  USGS QUAD   -  TARGHEE PASS (1964)
 PY0253
 PY0253                         *CURRENT SURVEY CONTROL
 PY0253  ___________________________________________________________________
 PY0253* NAD 83(1986)-  44 38 56.     (N)    111 18 52.     (W)     SCALED    
 PY0253* NAVD 88     -      2050.90   (+/-2cm)    6728.7    (feet)  VERTCON   
 PY0253  ___________________________________________________________________
 PY0253  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PY0253
 PY0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 PY0253
 PY0253.The horizontal coordinates were scaled from a topographic map and have
 PY0253.an estimated accuracy of +/- 6 seconds.
 PY0253
 PY0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY0253.The vertical order pertains to the NGVD 29 superseded value.
 PY0253
 PY0253.The geoid height was determined by GEOID03.
 PY0253
 PY0253;                    North         East    Units  Estimated Accuracy
 PY0253;SPC ID E     -   331,650.      267,600.      MT  (+/- 180 meters Scaled)
 PY0253
 PY0253                          SUPERSEDED SURVEY CONTROL
 PY0253
 PY0253  NGVD 29 (??/??/92) 2049.670  (m)         6724.63   (f) ADJ UNCH    2 0
 PY0253
 PY0253.Superseded values are not recommended for survey control.
 PY0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0253.See file dsdata.txt to determine how the superseded data were derived.
 PY0253
 PY0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ750439(NAD 83)
 PY0253_MARKER: DB = BENCH MARK DISK
 PY0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0253_STAMPING: B 92 1934
 PY0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0253+STABILITY: SURFACE MOTION
 PY0253
 PY0253  HISTORY     - Date     Condition        Report By
 PY0253  HISTORY     - 1934     MONUMENTED       CGS
 PY0253  HISTORY     - 1964     MARK NOT FOUND   NGS
 PY0253
 PY0253                          STATION DESCRIPTION
 PY0253
 PY0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0253'5.3 MI E FROM LAKE.
 PY0253'5.3 MILES EAST ALONG THE ROAD LEADING TO WEST YELLOWSTONE, MONTANA
 PY0253'FROM LAKE, 2.8 MILES SOUTHWEST OF THE MONTANA-IDAHO STATE LINE AND 33
 PY0253'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  SET IN THE TOP OF A
 PY0253'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0643 ***********************************************************************
 SU0643  DESIGNATION -  B 93
 SU0643  PID         -  SU0643
 SU0643  STATE/COUNTY-  ID/SHOSHONE
 SU0643  USGS QUAD   -  PRICHARD (1996)
 SU0643
 SU0643                         *CURRENT SURVEY CONTROL
 SU0643  ___________________________________________________________________
 SU0643* NAD 83(1986)-  47 40 09.     (N)    115 57 40.     (W)     SCALED    
 SU0643* NAVD 88     -       739.426  (meters)    2425.93   (feet)  ADJUSTED  
 SU0643  ___________________________________________________________________
 SU0643  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 SU0643  DYNAMIC HT  -         739.428 (meters)    2425.94  (feet)  COMP
 SU0643  MODELED GRAV-     980,590.7   (mgal)                       NAVD 88
 SU0643
 SU0643  VERT ORDER  -  SECOND    CLASS 0
 SU0643
 SU0643.The horizontal coordinates were scaled from a topographic map and have
 SU0643.an estimated accuracy of +/- 6 seconds.
 SU0643
 SU0643.The orthometric height was determined by differential leveling
 SU0643.and adjusted by the National Geodetic Survey in June 1991..
 SU0643
 SU0643.The geoid height was determined by GEOID03.
 SU0643
 SU0643.The dynamic height is computed by dividing the NAVD 88
 SU0643.geopotential number by the normal gravity value computed on the
 SU0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0643.degrees latitude (g = 980.6199 gals.).
 SU0643
 SU0643.The modeled gravity was interpolated from observed gravity values.
 SU0643
 SU0643;                    North         East    Units  Estimated Accuracy
 SU0643;SPC ID W     -   667,010.      784,150.      MT  (+/- 180 meters Scaled)
 SU0643
 SU0643                          SUPERSEDED SURVEY CONTROL
 SU0643
 SU0643  NGVD 29 (??/??/92)  738.291  (m)         2422.21   (f) ADJ UNCH    2 0
 SU0643
 SU0643.Superseded values are not recommended for survey control.
 SU0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0643.See file dsdata.txt to determine how the superseded data were derived.
 SU0643
 SU0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN779800(NAD 83)
 SU0643_MARKER: DB = BENCH MARK DISK
 SU0643_SETTING: 66 = SET IN ROCK OUTCROP
 SU0643_SP_SET: OUTCROP
 SU0643_STAMPING: B 93 1958
 SU0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0643+STABILITY: POSITION/ELEVATION WELL
 SU0643
 SU0643  HISTORY     - Date     Condition        Report By
 SU0643  HISTORY     - 1958     MONUMENTED       CGS
 SU0643
 SU0643                          STATION DESCRIPTION
 SU0643
 SU0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0643'0.95 MI N FROM PRICHARD.
 SU0643'0.95 MILE NORTH ALONG A GRAVEL ROAD FROM A CONCRETE BRIDGE OVER
 SU0643'PRICHARD CREEK AT PRICHARD, 37 1/2 FEET NORTHEAST OF THE CENTER OF THE
 SU0643'JUNCTION OF A DIRT ROAD LEADING WEST TO A FARMHOUSE, IN TOP OF A LEDGE
 SU0643'OF AN OUTCROP, 24 1/2 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 SU0643'54 1/2 FEET EAST-SOUTHEAST OF A POST SUPPORTING A CREAKY CREEK SIGN,
 SU0643'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0493 ***********************************************************************
 SV0493  DESIGNATION -  B 95
 SV0493  PID         -  SV0493
 SV0493  STATE/COUNTY-  ID/KOOTENAI
 SV0493  USGS QUAD   -  WOLF LODGE (1996)
 SV0493
 SV0493                         *CURRENT SURVEY CONTROL
 SV0493  ___________________________________________________________________
 SV0493* NAD 83(1986)-  47 44 42.     (N)    116 36 56.     (W)     SCALED    
 SV0493* NAVD 88     -      1133.598  (meters)    3719.15   (feet)  ADJUSTED  
 SV0493  ___________________________________________________________________
 SV0493  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 SV0493  DYNAMIC HT  -        1133.559 (meters)    3719.02  (feet)  COMP
 SV0493  MODELED GRAV-     980,538.2   (mgal)                       NAVD 88
 SV0493
 SV0493  VERT ORDER  -  SECOND    CLASS 0
 SV0493
 SV0493.The horizontal coordinates were scaled from a topographic map and have
 SV0493.an estimated accuracy of +/- 6 seconds.
 SV0493
 SV0493.The orthometric height was determined by differential leveling
 SV0493.and adjusted by the National Geodetic Survey in June 1991..
 SV0493
 SV0493.The geoid height was determined by GEOID03.
 SV0493
 SV0493.The dynamic height is computed by dividing the NAVD 88
 SV0493.geopotential number by the normal gravity value computed on the
 SV0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0493.degrees latitude (g = 980.6199 gals.).
 SV0493
 SV0493.The modeled gravity was interpolated from observed gravity values.
 SV0493
 SV0493;                    North         East    Units  Estimated Accuracy
 SV0493;SPC ID W     -   675,780.      735,100.      MT  (+/- 180 meters Scaled)
 SV0493
 SV0493                          SUPERSEDED SURVEY CONTROL
 SV0493
 SV0493  NGVD 29 (??/??/92) 1132.410  (m)         3715.25   (f) ADJ UNCH    2 0
 SV0493
 SV0493.Superseded values are not recommended for survey control.
 SV0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0493.See file dsdata.txt to determine how the superseded data were derived.
 SV0493
 SV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN288880(NAD 83)
 SV0493_MARKER: DB = BENCH MARK DISK
 SV0493_SETTING: 66 = SET IN ROCK OUTCROP
 SV0493_SP_SET: ROCK OUTCROP
 SV0493_STAMPING: B 95 1958
 SV0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0493+STABILITY: POSITION/ELEVATION WELL
 SV0493
 SV0493  HISTORY     - Date     Condition        Report By
 SV0493  HISTORY     - 1958     MONUMENTED       CGS
 SV0493
 SV0493                          STATION DESCRIPTION
 SV0493
 SV0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0493'11.75 MI NE FROM COEUR DALENE.
 SV0493'1.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT COEUR
 SV0493'DALENE, THENCE 10.45 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD,
 SV0493'0.15 MILE SOUTHWEST OF THE CROSSING OF A WASH, ON THE INSIDE OF A
 SV0493'CURVE, SET VERTICALLY IN THE SOUTH FACE OF A MASSIVE SHALE OUTCROP
 SV0493'WHICH PROJECTS 18 FEET ABOVE THE ROAD, 18 FEET NORTH OF THE CENTER
 SV0493'LINE OF THE ROAD, 10 YARDS NORTHWEST OF THE APPROXIMATE CENTER OF A
 SV0493'CURVE, 4.7 FEET NORTHEAST OF A WITNESS POST, AND 4 1/2 FEET HIGHER
 SV0493'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1762 ***********************************************************************
 SV1762  DESIGNATION -  B 95 RESET
 SV1762  PID         -  SV1762
 SV1762  STATE/COUNTY-  ID/KOOTENAI
 SV1762  USGS QUAD   -  WOLF LODGE (1996)
 SV1762
 SV1762                         *CURRENT SURVEY CONTROL
 SV1762  ___________________________________________________________________
 SV1762* NAD 83(1986)-  47 44 42.     (N)    116 36 56.     (W)     SCALED    
 SV1762* NAVD 88     -      1133.86   (meters)    3720.0    (feet)  RESET     
 SV1762  ___________________________________________________________________
 SV1762  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 SV1762
 SV1762  VERT ORDER  -  THIRD
 SV1762
 SV1762.The horizontal coordinates were scaled from a topographic map and have
 SV1762.an estimated accuracy of +/- 6 seconds.
 SV1762
 SV1762.The orthometric height was computed from unverified reset data.
 SV1762.No vertical observational check was made to the station.
 SV1762
 SV1762.The geoid height was determined by GEOID03.
 SV1762
 SV1762;                    North         East    Units  Estimated Accuracy
 SV1762;SPC ID W     -   675,780.      735,100.      MT  (+/- 180 meters Scaled)
 SV1762
 SV1762                          SUPERSEDED SURVEY CONTROL
 SV1762
 SV1762  NGVD 29 (03/27/06) 1132.67   (m)         3716.1    (f) RESET       3  
 SV1762
 SV1762.Superseded values are not recommended for survey control.
 SV1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1762.See file dsdata.txt to determine how the superseded data were derived.
 SV1762
 SV1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN288880(NAD 83)
 SV1762_MARKER: DB = BENCH MARK DISK
 SV1762_SETTING: 66 = SET IN ROCK OUTCROP
 SV1762_SP_SET: ROCK OUTCROP
 SV1762_STAMPING: B 95 RESET 1978
 SV1762_MARK LOGO: USFS  
 SV1762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1762+STABILITY: POSITION/ELEVATION WELL
 SV1762
 SV1762  HISTORY     - Date     Condition        Report By
 SV1762  HISTORY     - 1978     MONUMENTED       USFS
 SV1762
 SV1762                          STATION DESCRIPTION
 SV1762
 SV1762'DESCRIBED BY US FOREST SERVICE 1978
 SV1762'2.1 KM (1.30 MI) EAST FROM COEUR D ALENE.
 SV1762'1.3 MILES EAST ALONG BUSINESS I-90 (SHERMAN AVE) FROM THE POST OFFICE
 SV1762'AT 7TH AND LAKESIDE IN COEUR D ALENE, THENCE 10.45 MILES EAST AND
 SV1762'NORTHEAST ALONG FERNAN ROAD, 270 FEET UP ROAD FROM A 24 INCH TREE
 SV1762'CMP, ON THE INSIDE OF A CURVE, SET HORIZONTALLY ON A LEDGE IN THE
 SV1762'SOUTH FACE OF A SHALE COVERED ROCK OUTCROP WHICH PROJECTS 30 FEET
 SV1762'ABOVE ROAD, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5.0 FEET
 SV1762'ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0082 ***********************************************************************
 SV0082  DESIGNATION -  B 96
 SV0082  PID         -  SV0082
 SV0082  STATE/COUNTY-  ID/KOOTENAI
 SV0082  USGS QUAD   -  SKITWISH PEAK (1996)
 SV0082
 SV0082                         *CURRENT SURVEY CONTROL
 SV0082  ___________________________________________________________________
 SV0082* NAD 83(1986)-  47 44 46.     (N)    116 28 24.     (W)     SCALED    
 SV0082* NAVD 88     -       845.287  (meters)    2773.25   (feet)  ADJUSTED  
 SV0082  ___________________________________________________________________
 SV0082  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 SV0082  DYNAMIC HT  -         845.279 (meters)    2773.22  (feet)  COMP
 SV0082  MODELED GRAV-     980,574.8   (mgal)                       NAVD 88
 SV0082
 SV0082  VERT ORDER  -  SECOND    CLASS 0
 SV0082
 SV0082.The horizontal coordinates were scaled from a topographic map and have
 SV0082.an estimated accuracy of +/- 6 seconds.
 SV0082
 SV0082.The orthometric height was determined by differential leveling
 SV0082.and adjusted by the National Geodetic Survey in June 1991..
 SV0082
 SV0082.The geoid height was determined by GEOID03.
 SV0082
 SV0082.The dynamic height is computed by dividing the NAVD 88
 SV0082.geopotential number by the normal gravity value computed on the
 SV0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0082.degrees latitude (g = 980.6199 gals.).
 SV0082
 SV0082.The modeled gravity was interpolated from observed gravity values.
 SV0082
 SV0082;                    North         East    Units  Estimated Accuracy
 SV0082;SPC ID W     -   675,790.      745,760.      MT  (+/- 180 meters Scaled)
 SV0082
 SV0082                          SUPERSEDED SURVEY CONTROL
 SV0082
 SV0082  NGVD 29 (??/??/92)  844.109  (m)         2769.38   (f) ADJ UNCH    2 0
 SV0082
 SV0082.Superseded values are not recommended for survey control.
 SV0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0082.See file dsdata.txt to determine how the superseded data were derived.
 SV0082
 SV0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN394882(NAD 83)
 SV0082_MARKER: DB = BENCH MARK DISK
 SV0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0082_SP_SET: CLIFF
 SV0082_STAMPING: B 96 1958
 SV0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0082
 SV0082  HISTORY     - Date     Condition        Report By
 SV0082  HISTORY     - 1958     MONUMENTED       CGS
 SV0082
 SV0082                          STATION DESCRIPTION
 SV0082
 SV0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0082'7.75 MI SE FROM HUDLOW CAMP.
 SV0082'ABOUT 0.9 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM HUDLOW CAMP, THENCE
 SV0082'6.85 MILES SOUTHEAST ALONG A GRAVEL ROAD FOLLOWING THE NORTH FORK OF
 SV0082'COEUR DALENE RIVER, 0.8 MILE NORTH OF THE ENTRANCE TO HONEYSUCKLE
 SV0082'CAMP, 0.7 MILE NORTH OF BENCH MARK K 94, 79 YARDS NORTHEAST OF A
 SV0082'WOODEN POST MARKED X, SET VERTICALLY IN THE WEST FACE OF A JAGGED
 SV0082'CLIFF THAT PROJECTS ABOUT 15 FEET ABOVE THE ROAD, 23 FEET SOUTHEAST OF
 SV0082'THE CENTER LINE OF THE ROAD, 4 FEET NORTHEAST OF A WITNESS POST AND
 SV0082'ABOUT 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0008 ***********************************************************************
 SV0008  DESIGNATION -  B 96 X
 SV0008  PID         -  SV0008
 SV0008  STATE/COUNTY-  ID/SHOSHONE
 SV0008  USGS QUAD   -  FASET PEAK (1996)
 SV0008
 SV0008                         *CURRENT SURVEY CONTROL
 SV0008  ___________________________________________________________________
 SV0008* NAD 83(1986)-  47 58 16.     (N)    116 18 02.     (W)     SCALED    
 SV0008* NAVD 88     -      1371.639  (meters)    4500.12   (feet)  ADJUSTED  
 SV0008  ___________________________________________________________________
 SV0008  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 SV0008  DYNAMIC HT  -        1371.503 (meters)    4499.67  (feet)  COMP
 SV0008  MODELED GRAV-     980,465.0   (mgal)                       NAVD 88
 SV0008
 SV0008  VERT ORDER  -  SECOND    CLASS 0
 SV0008
 SV0008.The horizontal coordinates were scaled from a topographic map and have
 SV0008.an estimated accuracy of +/- 6 seconds.
 SV0008
 SV0008.The orthometric height was determined by differential leveling
 SV0008.and adjusted by the National Geodetic Survey in June 1991..
 SV0008
 SV0008.The geoid height was determined by GEOID03.
 SV0008
 SV0008.The dynamic height is computed by dividing the NAVD 88
 SV0008.geopotential number by the normal gravity value computed on the
 SV0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0008.degrees latitude (g = 980.6199 gals.).
 SV0008
 SV0008.The modeled gravity was interpolated from observed gravity values.
 SV0008
 SV0008;                    North         East    Units  Estimated Accuracy
 SV0008;SPC ID W     -   700,700.      758,890.      MT  (+/- 180 meters Scaled)
 SV0008
 SV0008                          SUPERSEDED SURVEY CONTROL
 SV0008
 SV0008  NGVD 29 (??/??/92) 1370.362  (m)         4495.93   (f) ADJ UNCH    2 0
 SV0008
 SV0008.Superseded values are not recommended for survey control.
 SV0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0008.See file dsdata.txt to determine how the superseded data were derived.
 SV0008
 SV0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP522133(NAD 83)
 SV0008_MARKER: DB = BENCH MARK DISK
 SV0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0008_STAMPING: B 96X 1958
 SV0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0008+STABILITY: SURFACE MOTION
 SV0008
 SV0008  HISTORY     - Date     Condition        Report By
 SV0008  HISTORY     - 1958     MONUMENTED       CGS
 SV0008
 SV0008                          STATION DESCRIPTION
 SV0008
 SV0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0008'19.6 MI NW FROM MAGEE RANGER STATION.
 SV0008'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0008'THENCE 6.65 MILES NORTH ALONG A DIRT ROAD, THENCE 8.85 MILES WEST
 SV0008'ALONG A DIRT ROAD, 0.2 MILE WEST OF THE JUNCTION OF A DIRT ROAD
 SV0008'LEADING SOUTH TO SNOW CREEK, 23 FEET SOUTHWEST OF THE CENTER LINE OF
 SV0008'THE ROAD, 1.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT 6 FEET HIGHER
 SV0008'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SV0008'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0236 ***********************************************************************
 OY0236  DESIGNATION -  B 97
 OY0236  PID         -  OY0236
 OY0236  STATE/COUNTY-  ID/BINGHAM
 OY0236  USGS QUAD   -  BLACKFOOT (1971)
 OY0236
 OY0236                         *CURRENT SURVEY CONTROL
 OY0236  ___________________________________________________________________
 OY0236* NAD 83(1986)-  43 09 57.     (N)    112 22 10.     (W)     SCALED    
 OY0236* NAVD 88     -      1368.233  (meters)    4488.94   (feet)  ADJUSTED  
 OY0236  ___________________________________________________________________
 OY0236  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 OY0236  DYNAMIC HT  -        1367.485 (meters)    4486.49  (feet)  COMP
 OY0236  MODELED GRAV-     980,025.4   (mgal)                       NAVD 88
 OY0236
 OY0236  VERT ORDER  -  FIRST     CLASS I
 OY0236
 OY0236.The horizontal coordinates were scaled from a topographic map and have
 OY0236.an estimated accuracy of +/- 6 seconds.
 OY0236
 OY0236.The orthometric height was determined by differential leveling
 OY0236.and adjusted by the National Geodetic Survey in June 1991..
 OY0236
 OY0236.The geoid height was determined by GEOID03.
 OY0236
 OY0236.The dynamic height is computed by dividing the NAVD 88
 OY0236.geopotential number by the normal gravity value computed on the
 OY0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0236.degrees latitude (g = 980.6199 gals.).
 OY0236
 OY0236.The modeled gravity was interpolated from observed gravity values.
 OY0236
 OY0236;                    North         East    Units  Estimated Accuracy
 OY0236;SPC ID E     -   166,540.      183,510.      MT  (+/- 180 meters Scaled)
 OY0236
 OY0236                          SUPERSEDED SURVEY CONTROL
 OY0236
 OY0236  NGVD 29 (08/20/92) 1367.177  (m)         4485.48   (f) ADJUSTED    1 1
 OY0236
 OY0236.Superseded values are not recommended for survey control.
 OY0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0236.See file dsdata.txt to determine how the superseded data were derived.
 OY0236
 OY0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN886801(NAD 83)
 OY0236_MARKER: DB = BENCH MARK DISK
 OY0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0236_STAMPING: B 97 1960
 OY0236_MARK LOGO: CGS   
 OY0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0236+STABILITY: SURFACE MOTION
 OY0236
 OY0236  HISTORY     - Date     Condition        Report By
 OY0236  HISTORY     - 1960     MONUMENTED       CGS
 OY0236  HISTORY     - 1960     GOOD             NGS
 OY0236  HISTORY     - 1967     GOOD             NGS
 OY0236  HISTORY     - 1983     GOOD             NGS
 OY0236
 OY0236                          STATION DESCRIPTION
 OY0236
 OY0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0236'2.1 MI SW FROM BLACKFOOT.
 OY0236'2.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0236'AT BLACKFOOT, 1 3/4 POLES NORTH AND ACROSS THE TRACK FROM MILEPOLE
 OY0236'156, 32.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 41 FEET SOUTHEAST OF
 OY0236'THE CENTER LINE OF U.S. HIGHWAY 91 AND 191, 70.1 FEET WEST AND ACROSS
 OY0236'THE TRACK FROM A 6-BY 6-INCH POST SUPPORTING A BLACKFOOT ONE MILE
 OY0236'SIGN, 14.6 FEET SOUTHEAST OF A FENCE, 2 1/2 FEET NORTHEAST OF A
 OY0236'TELEPHONE POLE, 1.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 OY0236'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OY0236'0.3 FOOT ABOVE THE GROUND.
 OY0236
 OY0236                          STATION RECOVERY (1967)
 OY0236
 OY0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0236'RECOVERED IN GOOD CONDITION.
 OY0236
 OY0236                          STATION RECOVERY (1983)
 OY0236
 OY0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0236'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OY0236'THE FOLLOWING EXCEPTIONS, DELETE 1 3/4 POLES NORTH AND ACROSS THE
 OY0236'TRACKS FROM MILEPOLE 156 AND 14.6 FEET SOUTHEAST OF A FENCE.  ADD 0.1
 OY0236'KM (0.05 MI) NORTHEAST OF MILEPOST 156.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0840 ***********************************************************************
 NU0840  DESIGNATION -  B 98
 NU0840  PID         -  NU0840
 NU0840  STATE/COUNTY-  ID/POWER
 NU0840  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU0840
 NU0840                         *CURRENT SURVEY CONTROL
 NU0840  ___________________________________________________________________
 NU0840* NAD 83(1986)-  42 37 01.     (N)    113 08 31.     (W)     SCALED    
 NU0840* NAVD 88     -      1323.339  (meters)    4341.65   (feet)  ADJUSTED  
 NU0840  ___________________________________________________________________
 NU0840  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 NU0840  DYNAMIC HT  -        1322.588 (meters)    4339.19  (feet)  COMP
 NU0840  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 NU0840
 NU0840  VERT ORDER  -  SECOND    CLASS 0
 NU0840
 NU0840.The horizontal coordinates were scaled from a topographic map and have
 NU0840.an estimated accuracy of +/- 6 seconds.
 NU0840
 NU0840.The orthometric height was determined by differential leveling
 NU0840.and adjusted by the National Geodetic Survey in June 1991..
 NU0840
 NU0840.The geoid height was determined by GEOID03.
 NU0840
 NU0840.The dynamic height is computed by dividing the NAVD 88
 NU0840.geopotential number by the normal gravity value computed on the
 NU0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0840.degrees latitude (g = 980.6199 gals.).
 NU0840
 NU0840.The modeled gravity was interpolated from observed gravity values.
 NU0840
 NU0840;                    North         East    Units  Estimated Accuracy
 NU0840;SPC ID E     -   106,010.      119,990.      MT  (+/- 180 meters Scaled)
 NU0840
 NU0840                          SUPERSEDED SURVEY CONTROL
 NU0840
 NU0840  NGVD 29 (??/??/92) 1322.358  (m)         4338.44   (f) ADJ UNCH    2 0
 NU0840
 NU0840.Superseded values are not recommended for survey control.
 NU0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0840.See file dsdata.txt to determine how the superseded data were derived.
 NU0840
 NU0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN243205(NAD 83)
 NU0840_MARKER: DB = BENCH MARK DISK
 NU0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0840_SP_SET: CONCRETE POST
 NU0840_STAMPING: B 98 1960
 NU0840_MARK LOGO: CGS   
 NU0840_PROJECTION: PROJECTING 10 CENTIMETERS
 NU0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0840+STABILITY: SURFACE MOTION
 NU0840
 NU0840  HISTORY     - Date     Condition        Report By
 NU0840  HISTORY     - 1960     MONUMENTED       CGS
 NU0840  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0840  HISTORY     - 1984     GOOD             NGS
 NU0840
 NU0840                          STATION DESCRIPTION
 NU0840
 NU0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0840'5.3 MI E FROM RAFT RIVER.
 NU0840'9.2 MILES WEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) FROM
 NU0840'THE MASSACRE ROCKS MOTEL, 5.3 MILES EASTWARD FROM THE RAFT RIVER
 NU0840'BRIDGE, 1.9 MILE EAST FROM THE CASSIA-POWER COUNTY LINE, 64 FEET NORTH
 NU0840'FROM THE CENTER LINE OF THE HIGHWAY, 2.4 FEET SOUTHWEST FROM A METAL
 NU0840'WITNESS POST WITH SIGN, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 NU0840'12-INCHES IN DIAMETER AND PROJECTING 2-INCHES ABOVE THE GROUND.
 NU0840
 NU0840                          STATION RECOVERY (1983)
 NU0840
 NU0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0840'NOT RECOVERED.
 NU0840
 NU0840                          STATION RECOVERY (1984)
 NU0840
 NU0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NU0840'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 NU0840'9.2 MILES WEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) FROM
 NU0840'THE MASSACRE ROCKS MOTEL, 5.3 MILES EASTWARD FROM THE RAFT RIVER
 NU0840'BRIDGE, 1.4 KM (0.85 MI) WEST OF COLDWATER OVERPASS, 39 METERS NORTH
 NU0840'OF CENTERLINE OF WEST BOUND LANE OF HIGHWAY 86, 7 METERS EAST OF A
 NU0840'PAVED DITCH, 3 METERS SOUTHEAST OF A JUNIPER TREE, AND 0.35 METERS
 NU0840'SOUTH OF A STATE WITNESS POST.
 NU0840'THE MARK IS 3 M BELOW FREEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1897 ***********************************************************************
 NU1897  DESIGNATION -  B 98 RESET
 NU1897  PID         -  NU1897
 NU1897  STATE/COUNTY-  ID/POWER
 NU1897  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU1897
 NU1897                         *CURRENT SURVEY CONTROL
 NU1897  ___________________________________________________________________
 NU1897* NAD 83(1986)-  42 37 01.     (N)    113 08 31.     (W)     SCALED    
 NU1897* NAVD 88     -      1325.88   (meters)    4350.0    (feet)  RESET     
 NU1897  ___________________________________________________________________
 NU1897  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 NU1897
 NU1897  VERT ORDER  -  THIRD
 NU1897
 NU1897.The horizontal coordinates were scaled from a topographic map and have
 NU1897.an estimated accuracy of +/- 6 seconds.
 NU1897
 NU1897.The orthometric height was computed from unverified reset data.
 NU1897.No vertical observational check was made to the station.
 NU1897
 NU1897.The geoid height was determined by GEOID03.
 NU1897
 NU1897;                    North         East    Units  Estimated Accuracy
 NU1897;SPC ID E     -   106,010.      119,990.      MT  (+/- 180 meters Scaled)
 NU1897
 NU1897                          SUPERSEDED SURVEY CONTROL
 NU1897
 NU1897  NGVD 29 (03/27/06) 1324.90   (m)         4346.8    (f) RESET       3  
 NU1897
 NU1897.Superseded values are not recommended for survey control.
 NU1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1897.See file dsdata.txt to determine how the superseded data were derived.
 NU1897
 NU1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN243205(NAD 83)
 NU1897_MARKER: DD = SURVEY DISK
 NU1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1897_SP_SET: CONCRETE POST
 NU1897_STAMPING: BM B 98 RESET IDH
 NU1897_MARK LOGO: IDDT  
 NU1897_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1897+STABILITY: SURFACE MOTION
 NU1897
 NU1897  HISTORY     - Date     Condition        Report By
 NU1897  HISTORY     - 1981     MONUMENTED       IDDT
 NU1897
 NU1897                          STATION DESCRIPTION
 NU1897
 NU1897'DESCRIBED BY ID DEPT OF TRANSP 1981
 NU1897'9.2 MILES (14.8 KM) WEST ALONG US HIGHWAY 30 N (INTERSTATE HIGHWAY 15
 NU1897'W), FROM THE MASSACRE ROCKS MOTEL, 5.3 MILES (8.5 KM) EASTWARD FROM
 NU1897'THE RAFT RIVER BRIDGE, 1.4 KM (0.85 MI) WEST OF COLDWATER OVERPASS,
 NU1897'39 METERS (128.0 FT) NORTH OF CENTERLINE OF WEST BOUND LANE OF
 NU1897'HIGHWAY 8C, 7 METERS (23.0 FT) EAST OF A PAVED DITCH, 3 METERS
 NU1897'(9.8 FT) SOUTHEAST OF A JUNIPER TREE, AND 0.35 METERS (1.15 FT) SOUTH
 NU1897'OF A STATE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0853 ***********************************************************************
 NU0853  DESIGNATION -  B 99
 NU0853  PID         -  NU0853
 NU0853  STATE/COUNTY-  ID/CASSIA
 NU0853  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU0853
 NU0853                         *CURRENT SURVEY CONTROL
 NU0853  ___________________________________________________________________
 NU0853* NAD 83(1986)-  42 34 32.     (N)    113 13 03.     (W)     SCALED    
 NU0853* NAVD 88     -      1298.821  (meters)    4261.22   (feet)  ADJUSTED  
 NU0853  ___________________________________________________________________
 NU0853  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 NU0853  DYNAMIC HT  -        1298.063 (meters)    4258.73  (feet)  COMP
 NU0853  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 NU0853
 NU0853  VERT ORDER  -  SECOND    CLASS 0
 NU0853
 NU0853.The horizontal coordinates were scaled from a topographic map and have
 NU0853.an estimated accuracy of +/- 6 seconds.
 NU0853
 NU0853.The orthometric height was determined by differential leveling
 NU0853.and adjusted by the National Geodetic Survey in June 1991..
 NU0853
 NU0853.The geoid height was determined by GEOID03.
 NU0853
 NU0853.The dynamic height is computed by dividing the NAVD 88
 NU0853.geopotential number by the normal gravity value computed on the
 NU0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0853.degrees latitude (g = 980.6199 gals.).
 NU0853
 NU0853.The modeled gravity was interpolated from observed gravity values.
 NU0853
 NU0853;                    North         East    Units  Estimated Accuracy
 NU0853;SPC ID C     -   101,250.      564,240.      MT  (+/- 180 meters Scaled)
 NU0853
 NU0853                          SUPERSEDED SURVEY CONTROL
 NU0853
 NU0853  NGVD 29 (??/??/92) 1297.825  (m)         4257.95   (f) ADJ UNCH    2 0
 NU0853
 NU0853.Superseded values are not recommended for survey control.
 NU0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0853.See file dsdata.txt to determine how the superseded data were derived.
 NU0853
 NU0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN180160(NAD 83)
 NU0853_MARKER: DB = BENCH MARK DISK
 NU0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0853_STAMPING: B 99 1960
 NU0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0853+STABILITY: SURFACE MOTION
 NU0853
 NU0853  HISTORY     - Date     Condition        Report By
 NU0853  HISTORY     - 1960     MONUMENTED       CGS
 NU0853
 NU0853                          STATION DESCRIPTION
 NU0853
 NU0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0853'0.5 MI E FROM RAFT RIVER.
 NU0853'0.5 MILES EASTWARD ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15) TO
 NU0853'AN OVERPASS, THENCE SOUTH ALONG A GRAVEL ROAD ABOUT 1.7 MILES, 67 FEET
 NU0853'SOUTHWEST FROM THE CENTER LINE OF THE ROAD, 60 FEET SOUTHEAST FROM A
 NU0853'GATE, 2 FEET INSIDE OF RIGHT OF WAY FENCE, 1.6 FEET EAST OF METAL
 NU0853'WITNESS POST WITH SIGN, SET IN A CYLINDRICAL POST PROJECTING 4-INCHES
 NU0853'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0812 ***********************************************************************
 QA0812  DESIGNATION -  B V MTN RM 1
 QA0812  PID         -  QA0812
 QA0812  STATE/COUNTY-  ID/VALLEY
 QA0812  USGS QUAD   -  BEAR VALLEY MTN (1972)
 QA0812
 QA0812                         *CURRENT SURVEY CONTROL
 QA0812  ___________________________________________________________________
 QA0812* NAD 83(1992)-  44 27 28.84610(N)    115 22 53.38003(W)     ADJUSTED  
 QA0812* NAVD 88     -      2528.     (meters)    8294.     (feet)  SCALED    
 QA0812  ___________________________________________________________________
 QA0812  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 QA0812  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 QA0812
 QA0812  HORZ ORDER  -  SECOND
 QA0812
 QA0812.The horizontal coordinates were established by classical geodetic methods
 QA0812.and adjusted by the National Geodetic Survey in July 1992..
 QA0812
 QA0812.The orthometric height was scaled from a topographic map.
 QA0812
 QA0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0812
 QA0812.The geoid height was determined by GEOID03.
 QA0812
 QA0812;                    North         East     Units Scale Factor Converg.
 QA0812;SPC ID W     -   310,147.096   829,326.159   MT  0.99994391   +0 15 29.2
 QA0812;SPC ID C     -   311,013.816   390,057.098   MT  1.00009597   -0 58 03.6
 QA0812;UTM  11      - 4,924,019.274   628,760.208   MT  0.99980389   +1 08 01.4
 QA0812
 QA0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0812!SPC ID W     -   0.99960590  x   0.99994391  =   0.99954983
 QA0812!SPC ID C     -   0.99960590  x   1.00009597  =   0.99970183
 QA0812!UTM  11      -   0.99960590  x   0.99980389  =   0.99940986
 QA0812
 QA0812                          SUPERSEDED SURVEY CONTROL
 QA0812
 QA0812  NAD 83(1986)-  44 27 28.84626(N)    115 22 53.37583(W) AD(       ) 2
 QA0812  NAD 27      -  44 27 29.20271(N)    115 22 49.98436(W) AD(       ) 2
 QA0812
 QA0812.Superseded values are not recommended for survey control.
 QA0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0812.See file dsdata.txt to determine how the superseded data were derived.
 QA0812
 QA0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK2876024019(NAD 83)
 QA0812
 QA0812  HISTORY     - Date     Condition        Report By
 QA0812  HISTORY     - 1959     MONUMENTED       CGS
 QA0812
 QA0812                          STATION DESCRIPTION
 QA0812
 QA0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QA0812'SEE STATION BEAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0814 ***********************************************************************
 QA0814  DESIGNATION -  B V MTN RM 2
 QA0814  PID         -  QA0814
 QA0814  STATE/COUNTY-  ID/VALLEY
 QA0814  USGS QUAD   -  BEAR VALLEY MTN (1972)
 QA0814
 QA0814                         *CURRENT SURVEY CONTROL
 QA0814  ___________________________________________________________________
 QA0814* NAD 83(1992)-  44 27 28.53004(N)    115 22 53.08683(W)     ADJUSTED  
 QA0814* NAVD 88     -      2528.     (meters)    8294.     (feet)  SCALED    
 QA0814  ___________________________________________________________________
 QA0814  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 QA0814  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 QA0814
 QA0814  HORZ ORDER  -  SECOND
 QA0814
 QA0814.The horizontal coordinates were established by classical geodetic methods
 QA0814.and adjusted by the National Geodetic Survey in July 1992..
 QA0814
 QA0814.The orthometric height was scaled from a topographic map.
 QA0814
 QA0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0814
 QA0814.The geoid height was determined by GEOID03.
 QA0814
 QA0814;                    North         East     Units Scale Factor Converg.
 QA0814;SPC ID W     -   310,137.371   829,332.684   MT  0.99994391   +0 15 29.4
 QA0814;SPC ID C     -   311,003.951   390,063.415   MT  1.00009595   -0 58 03.4
 QA0814;UTM  11      - 4,924,009.650   628,766.880   MT  0.99980391   +1 08 01.6
 QA0814
 QA0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0814!SPC ID W     -   0.99960590  x   0.99994391  =   0.99954983
 QA0814!SPC ID C     -   0.99960590  x   1.00009595  =   0.99970181
 QA0814!UTM  11      -   0.99960590  x   0.99980391  =   0.99940988
 QA0814
 QA0814                          SUPERSEDED SURVEY CONTROL
 QA0814
 QA0814  NAD 83(1986)-  44 27 28.53020(N)    115 22 53.08264(W) AD(       ) 2
 QA0814  NAD 27      -  44 27 28.88665(N)    115 22 49.69120(W) AD(       ) 2
 QA0814
 QA0814.Superseded values are not recommended for survey control.
 QA0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0814.See file dsdata.txt to determine how the superseded data were derived.
 QA0814
 QA0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK2876724010(NAD 83)
 QA0814
 QA0814  HISTORY     - Date     Condition        Report By
 QA0814  HISTORY     - 1959     MONUMENTED       CGS
 QA0814
 QA0814                          STATION DESCRIPTION
 QA0814
 QA0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QA0814'SEE STATION BEAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0629 ***********************************************************************
 QZ0629  DESIGNATION -  BAD LUCK LOT
 QZ0629  PID         -  QZ0629
 QZ0629  STATE/COUNTY-  ID/IDAHO
 QZ0629  USGS QUAD   -  MT GEORGE (1991)
 QZ0629
 QZ0629                         *CURRENT SURVEY CONTROL
 QZ0629  ___________________________________________________________________
 QZ0629* NAD 83(1992)-  45 53 17.04540(N)    114 43 20.76166(W)     ADJUSTED  
 QZ0629* NAVD 88     -      1629.9    (meters)    5347.     (feet)  VERTCON   
 QZ0629  ___________________________________________________________________
 QZ0629  LAPLACE CORR-           9.46  (seconds)                    DEFLEC99
 QZ0629  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 QZ0629
 QZ0629  HORZ ORDER  -  THIRD
 QZ0629
 QZ0629.The horizontal coordinates were established by classical geodetic methods
 QZ0629.and adjusted by the National Geodetic Survey in July 1992..
 QZ0629
 QZ0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0629
 QZ0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0629
 QZ0629.The geoid height was determined by GEOID03.
 QZ0629
 QZ0629;                    North         East     Units Scale Factor Converg.
 QZ0629;SPC ID W     -   469,513.383   879,753.577   MT  1.00001150   +0 44 16.1
 QZ0629;UTM  11      - 5,084,133.589   676,711.114   MT  0.99998391   +1 38 08.4
 QZ0629
 QZ0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0629!SPC ID W     -   0.99974679  x   1.00001150  =   0.99975829
 QZ0629!UTM  11      -   0.99974679  x   0.99998391  =   0.99973071
 QZ0629
 QZ0629:                Primary Azimuth Mark                     Grid Az
 QZ0629:SPC ID W     -  GARDNER                                  338 40 09.9
 QZ0629:UTM  11      -  GARDNER                                  337 46 17.6
 QZ0629
 QZ0629|---------------------------------------------------------------------|
 QZ0629| PID    Reference Object                     Distance      Geod. Az  |
 QZ0629|                                                           dddmmss.s |
 QZ0629| QZ0645 GARDNER                             APPROX. 9.7 KM 3392426.0 |
 QZ0629|---------------------------------------------------------------------|
 QZ0629
 QZ0629                          SUPERSEDED SURVEY CONTROL
 QZ0629
 QZ0629  NAD 83(1986)-  45 53 17.05050(N)    114 43 20.75322(W) AD(       ) 3
 QZ0629  NAD 27      -  45 53 17.35946(N)    114 43 17.39463(W) AD(       ) 3
 QZ0629  NGVD 29 (07/19/86) 1628.8    (m)         5344.     (f) VERT ANG       
 QZ0629
 QZ0629.Superseded values are not recommended for survey control.
 QZ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0629.See file dsdata.txt to determine how the superseded data were derived.
 QZ0629
 QZ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL7671184134(NAD 83)
 QZ0629_MARKER: 57 = LOOKOUT TOWER
 QZ0629
 QZ0629  HISTORY     - Date     Condition        Report By
 QZ0629  HISTORY     - 1965     FIRST OBSERVED   USGS
 QZ0629
 QZ0629                          STATION DESCRIPTION
 QZ0629
 QZ0629'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 QZ0629'LOCATED ABOUT 2 MI. NNE. OF --PARADISE GUARD STATION--, W. OF
 QZ0629'--BAD LUCK CREEK--AND E. OF --LOOKOUT CREEK--, ON A LOW TOP.
 QZ0629'
 QZ0629'STATION REACHED BY HELICOPTER.
 QZ0629'
 QZ0629'STATION MARK--NAIL AND CLOTH, GROUND AT CENTERLINE TOWER.
 QZ0629'
 QZ0629'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1655 ***********************************************************************
 NU1655  DESIGNATION -  BADGER
 NU1655  PID         -  NU1655
 NU1655  STATE/COUNTY-  ID/CASSIA
 NU1655  USGS QUAD   -  BADGER PEAK (1984)
 NU1655
 NU1655                         *CURRENT SURVEY CONTROL
 NU1655  ___________________________________________________________________
 NU1655* NAD 83(1992)-  42 33 05.61943(N)    113 03 45.07668(W)     ADJUSTED  
 NU1655* NAVD 88     -      1962.5    (meters)    6439.     (feet)  VERTCON   
 NU1655  ___________________________________________________________________
 NU1655  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 NU1655  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 NU1655
 NU1655  HORZ ORDER  -  SECOND
 NU1655
 NU1655.The horizontal coordinates were established by classical geodetic methods
 NU1655.and adjusted by the National Geodetic Survey in July 1992..
 NU1655
 NU1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1655
 NU1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1655
 NU1655.The geoid height was determined by GEOID03.
 NU1655
 NU1655;                    North         East     Units Scale Factor Converg.
 NU1655;SPC ID C     -    98,710.797   576,992.726   MT  1.00002027   +0 38 02.4
 NU1655;SPC ID E     -    98,673.808   126,425.777   MT  1.00001394   -0 36 21.1
 NU1655;UTM  12      - 4,713,079.920   330,666.720   MT  0.99995279   -1 23 42.4
 NU1655
 NU1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1655!SPC ID C     -   0.99969447  x   1.00002027  =   0.99971473
 NU1655!SPC ID E     -   0.99969447  x   1.00001394  =   0.99970840
 NU1655!UTM  12      -   0.99969447  x   0.99995279  =   0.99964727
 NU1655
 NU1655:                Primary Azimuth Mark                     Grid Az
 NU1655:SPC ID C     -  BADGER AZ MK                             188 33 48.3
 NU1655:SPC ID E     -  BADGER AZ MK                             189 48 11.8
 NU1655:UTM  12      -  BADGER AZ MK                             190 35 33.1
 NU1655
 NU1655|---------------------------------------------------------------------|
 NU1655| PID    Reference Object                     Distance      Geod. Az  |
 NU1655|                                                           dddmmss.s |
 NU1655| CM4215 BADGER AZ MK                                       1891150.7 |
 NU1655| CM4216 BADGER RM 1                           9.802 METERS 21118     |
 NU1655| CM4217 BADGER RM 2                          11.287 METERS 34535     |
 NU1655|---------------------------------------------------------------------|
 NU1655
 NU1655                          SUPERSEDED SURVEY CONTROL
 NU1655
 NU1655  NAD 83(1986)-  42 33 05.61576(N)    113 03 45.07068(W) AD(       ) 2
 NU1655  NAD 27      -  42 33 05.92500(N)    113 03 42.09500(W) AD(       ) 2
 NU1655  NGVD 29 (07/19/86) 1961.4    (m)         6435.     (f) VERT ANG       
 NU1655
 NU1655.Superseded values are not recommended for survey control.
 NU1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1655.See file dsdata.txt to determine how the superseded data were derived.
 NU1655
 NU1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN3066713080(NAD 83)
 NU1655_MARKER: DS = TRIANGULATION STATION DISK
 NU1655_SETTING: 80 = SET IN A BOULDER
 NU1655_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1655
 NU1655  HISTORY     - Date     Condition        Report By
 NU1655  HISTORY     - 1950     MONUMENTED       CGS
 NU1655  HISTORY     - 1968     GOOD             USGS
 NU1655  HISTORY     - 1968     GOOD             USGS
 NU1655
 NU1655                          STATION DESCRIPTION
 NU1655
 NU1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1655'THE STATION IS LOCATED ON THE NORTHERN END AND HIGHEST POINT
 NU1655'OF BADGER MOUNTAIN, A PROMINENT MOUNTAIN ABOUT 32 MILES AIRLINE
 NU1655'EAST OF RUPERT, ABOUT 13 MILES AIRLINE SOUTHEAST OF WAPI, AND
 NU1655'ABOUT 20 MILES AIRLINE SOUTHWEST OF AMERICAN FALLS.
 NU1655'
 NU1655'TO REACH THE STATION FROM THE POST OFFICE AT THE JUNCTION OF
 NU1655'STATE HIGHWAY 39 AND U.S. HIGHWAY 30N IN AMERICAN FALLS, GO
 NU1655'SOUTHWEST ON U.S. HIGHWAY 30N FOR 18.4 MILES TO TWO SERVICE
 NU1655'STATIONS ON THE RIGHT AND A SIDE ROAD ON THE LEFT.  TURN LEFT
 NU1655'ON A GRAVELED ROAD AND GO 4.3 MILES TO A SIDE ROAD ON THE LEFT.
 NU1655'TURN LEFT AND GO 1.1 MILES TO A CROSS ROAD.  TURN LEFT AND GO
 NU1655'1.5 MILES TO A T-ROAD.  TURN RIGHT AND GO 2.6 MILES TO A SIDE
 NU1655'ROAD ON THE LEFT.  TURN LEFT AND GO 0.6 MILE TO THE END OF THE
 NU1655'ROAD.  TURN LEFT, NORTH, ON A GRASSY LANE AND GO 0.2 MILE TO
 NU1655'A FENCE CORNER.  TURN RIGHT AND FOLLOW THE FENCE LINE NORTH
 NU1655'FOR 0.1 MILE.  TURN LEFT AND GO DOWN A DRAW FOR 0.2 MILE TO
 NU1655'A JUNCTION WITH ANOTHER DRAW.  CROSS THE DRAWS AND GO NORTH AND
 NU1655'EAST UP THE RIDGE FOR 2.7 MILES TO A CAIRN AND THE AZIMUTH MARK
 NU1655'ON THE TOP OF A ROCKY KNOLL ON THE MAIN RIDGE OF THE MOUNTAIN.
 NU1655'CONTINUE EAST THEN NORTH ALONG THE CREST OF THE RIDGE FOR 0.8
 NU1655'MILE TO THE HIGHEST POINT OF THE MOUNTAIN AND THE STATION.
 NU1655'(AFTER LEAVING THE ROAD, A TRUCK WITH 4-WHEEL DRIVE IS
 NU1655'NEEDED TO REACH THE STATION.)
 NU1655'
 NU1655'THE STATION MARK IS A STANDARD DISK STAMPED BADGER 1950 SET
 NU1655'IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 1 INCH ABOVE
 NU1655'THE GROUND.
 NU1655'
 NU1655'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BADGER NO 1
 NU1655'1950 SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 NU1655'2 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE
 NU1655'STATION.
 NU1655'
 NU1655'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BADGER NO
 NU1655'2 1950 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 NU1655'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 18
 NU1655'INCHES LOWER THAN THE STATION.
 NU1655'
 NU1655'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BADGER 1950 SET IN
 NU1655'A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 8 INCHES ABOVE THE
 NU1655'GROUND.  IT IS ABOUT 2 FEET WEST OF A 2-FOOT CAIRN.
 NU1655
 NU1655                          STATION RECOVERY (1968)
 NU1655
 NU1655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JJW)
 NU1655'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION
 NU1655'LIST 421131 STATION 1024, ALL MARKS IN GOOD CONDITION.  NEW
 NU1655'TO REACH AS FOLLOWS--
 NU1655'
 NU1655'TO REACH FROM RAFT RIVER STORE DRIVE E. ON U.S. INTERSTATE
 NU1655'15 FOR 9.3 MI. TO A T-RD. ABOUT 100 FT. W. OF SIGN AM FALLS 14,
 NU1655'POCATELLO 29 TURN RIGHT AND CONTINUE 0.6 MI. TO CATTLEGUARD.
 NU1655'CONTINUE ON FOR 0.5 MI. TO GATE.  PASS THROUGH GATE FOR 1.4 MI.
 NU1655'TO ANOTHER CATTLEGUARD.  CONTINUE ON MAIN RD. FOR 1.3 MI. TO
 NU1655'GATE.  PASS THROUGH GATE FOR 3.4 MI. TO INTERSECTION OF THREE
 NU1655'FORKS IN MAIN RD.  TAKE HARD RIGHT AND CONTINUE ALONG TRACK
 NU1655'RD. THROUGH GRAIN FIELDS FOR 1.2 MI. TO SADDLE.  PASS THROUGH
 NU1655'SADDLE FOR 0.1 MI. AND THEN TURN RIGHT UP RIDGE FOR 1.2 MI.
 NU1655'AND STATION.  A 4-WHEEL DRIVE TRUCK IS NEEDED FROM RD.
 NU1655
 NU1655                          STATION RECOVERY (1968)
 NU1655
 NU1655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1655'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 42113-1,
 NU1655'STATION 1024.  ALL MARKS IN GOOD CONDITION.  NEW TO REACH AS FOLLOWS
 NU1655'TO REACH FROM RAFT RIVER STORE, DRIVE E. ON U.S. INTERSTATE 15 FOR 9.3
 NU1655'MI. TO A T-RD. ABOUT 100 FT. W. OF SIGN --AM FALLS 14, POCATELLO 29--,
 NU1655'TURN RIGHT AND CONTINUE 0.6 MI. TO CATTLEGUARD, CONTINUE ON FOR 0.5
 NU1655'MI. TO GATE, PASS THROUGH GATE FOR 1.4 MI. TO ANOTHER CATTLEGUARD,
 NU1655'CONTINUE ON MAIN RD. FOR 1.3 MI. TO GATE, PASS THROUGH GATE FOR 3.4
 NU1655'MI. TO INTERSECTION OF THREE FORKS IN MAIN RD., TAKE HARD RIGHT AND
 NU1655'CONTINUE ALONG TRACK RD. THROUGH GRAIN FIELDS FOR 1.2 MI. TO SADDLE,
 NU1655'PASS THROUGH SADDLE FOR 0.1 MI. AND THEN TURN RIGHT UP RIDGE FOR 1.2
 NU1655'MI. AND STATION.  A 4-WHEEL DRIVE TRUCK IS NEEDED FROM RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0625 ***********************************************************************
 QY0625  DESIGNATION -  BADGER
 QY0625  PID         -  QY0625
 QY0625  STATE/COUNTY-  ID/LEMHI
 QY0625  USGS QUAD   -  BIRD CREEK (1966)
 QY0625
 QY0625                         *CURRENT SURVEY CONTROL
 QY0625  ___________________________________________________________________
 QY0625* NAD 83(1992)-  45 16 45.37959(N)    113 53 34.19317(W)     ADJUSTED  
 QY0625* NAVD 88     -      1158.1    (meters)    3800.     (feet)  VERTCON   
 QY0625  ___________________________________________________________________
 QY0625  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 QY0625  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 QY0625
 QY0625  HORZ ORDER  -  SECOND
 QY0625
 QY0625.The horizontal coordinates were established by classical geodetic methods
 QY0625.and adjusted by the National Geodetic Survey in July 1992..
 QY0625
 QY0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0625
 QY0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0625
 QY0625.The geoid height was determined by GEOID03.
 QY0625
 QY0625;                    North         East     Units Scale Factor Converg.
 QY0625;SPC ID C     -   401,352.079   508,408.310   MT  0.99994824   +0 04 34.1
 QY0625;UTM  12      - 5,018,046.294   273,111.760   MT  1.00023299   -2 03 22.9
 QY0625
 QY0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0625!SPC ID C     -   0.99982051  x   0.99994824  =   0.99976876
 QY0625!UTM  12      -   0.99982051  x   1.00023299  =   1.00005346
 QY0625
 QY0625|---------------------------------------------------------------------|
 QY0625| PID    Reference Object                     Distance      Geod. Az  |
 QY0625|                                                           dddmmss.s |
 QY0625| CN3901 BADGER RM 2                          26.091 METERS 00136     |
 QY0625| QY0624 HIGHWAY 93 RP 2                       6.971 METERS 17027     |
 QY0625| QY0621 HIGHWAY 93 RP 1                      30.056 METERS 25653     |
 QY0625| CN3900 BADGER AZ MK RESET                                 3564052.1 |
 QY0625| CN3899 BADGER AZ MK                                       3564814.4 |
 QY0625|---------------------------------------------------------------------|
 QY0625
 QY0625                          SUPERSEDED SURVEY CONTROL
 QY0625
 QY0625  NAD 83(1986)-  45 16 45.37728(N)    113 53 34.18683(W) AD(       ) 2
 QY0625  NAD 27      -  45 16 45.66500(N)    113 53 30.93800(W) AD(       ) 2
 QY0625  NGVD 29 (07/19/86) 1157.0    (m)         3796.     (f) VERT ANG       
 QY0625
 QY0625.Superseded values are not recommended for survey control.
 QY0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0625.See file dsdata.txt to determine how the superseded data were derived.
 QY0625
 QY0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR7311218046(NAD 83)
 QY0625_MARKER: Z = SEE DESCRIPTION
 QY0625_SETTING: 0 = UNSPECIFIED SETTING
 QY0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0625+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1997
 QY0625
 QY0625  HISTORY     - Date     Condition        Report By
 QY0625  HISTORY     - 1945     MONUMENTED       CGS
 QY0625  HISTORY     - 1964     SEE DESCRIPTION  CGS
 QY0625  HISTORY     - 19971001 GOOD             IDTD
 QY0625
 QY0625                          STATION DESCRIPTION
 QY0625
 QY0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QY0625'THE STATION IS LOCATED ABOUT 7.0 MILES N OF SALMON, 0.25
 QY0625'MILE E OF THE SALMON RIVER, JUST E OF U.S. HIGHWAY 93, AND
 QY0625'AT THE EDGE OF THE HIGHWAY RIGHT-OF-WAY.  IT IS 44 FEET E OF
 QY0625'THE CENTER LINE OF HIGHWAY, 4 FEET W OF E RIGHT-OF-WAY FENCE
 QY0625'LINE, AND 23 FEET N OF CATTLE GUARD.
 QY0625'
 QY0625'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED
 QY0625'BADGER 1945, AND PROJECTS 3 INCHES.  UNDERGROUND MARK IS A
 QY0625'BRONZE STATION DISK IN CONCRETE.
 QY0625'
 QY0625'THE AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, 45 FEET
 QY0625'W OF THE CENTER LINE OF THE HIGHWAY, 20 FEET N OF FENCE
 QY0625'CORNER, AND 25 PACES N OF CULVERT.  IT IS A BRONZE AZIMUTH
 QY0625'DISK IN CONCRETE, STAMPED BADGER 1945, AND PROJECTS 3 INCHES.
 QY0625'TO REACH FROM THE STATION, CONTINUE N ON HIGHWAY FOR 0.3
 QY0625'MILE TO THE MARK ON THE LEFT IN FENCE LINE AS DESCRIBED.
 QY0625'
 QY0625'REFERENCE MARK 1 IS SW OF THE STATION, 50 FEET W OF THE CENTER
 QY0625'LINE OF THE HIGHWAY, AND 12 FEET S OF GATE INTO PASTURE.
 QY0625'IT IS A BUREAU OF PUBLIC ROADS BRONZE DISK WELDED ON THE
 QY0625'TOP OF A 2-INCH IRON PIPE PROJECTING 14 INCHES.  IT IS STAMPED
 QY0625'R.P. NO 1.
 QY0625'
 QY0625'REFERENCE MARK 2 IS N OF THE STATION, 44 FEET E OF THE CENTER
 QY0625'LINE OF HIGHWAY, AND 1 FOOT W OF FENCE LINE.  IT IS A BRONZE
 QY0625'REFERENCE DISK IN CONCRETE, STAMPED BADGER NO 2 1945, AND
 QY0625'PROJECTS 3 INCHES.
 QY0625'
 QY0625'U.S. BUREAU OF PUBLIC ROADS REFERENCE POST 2 IS S OF THE
 QY0625'STATION, SET IN THE N END OF THE CATTLE GUARD, AND IN FENCE
 QY0625'LINE.  IT IS A BRONZE DISK WELDED ON THE TOP OF A 2-INCH IRON
 QY0625'PIPE PROJECTING ABOUT 6 INCHES AND IS STAMPED R.P. NO 2.
 QY0625'
 QY0625'TO REACH THE STATION FROM THE POST OFFICE IN SALMON, GO N
 QY0625'ON U.S. HIGHWAY 93 (MAIN STREET) FOR 4.0 MILES TO THE STEEL
 QY0625'BRIDGE ACROSS THE SALMON RIVER.  CONTINUE N ON HIGHWAY 93
 QY0625'FOR 3.5 MILES TO A BOARD GATE AND CATTLE GUARD ON THE RIGHT
 QY0625'IN FENCE LINE AND STATION AS DESCRIBED.
 QY0625'
 QY0625'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 QY0625'
 QY0625'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 QY0625
 QY0625                          STATION RECOVERY (1964)
 QY0625
 QY0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 QY0625'PREVIOUS DESCRIPTION FOUND IN BOOK NO. 894, PAGE 11.
 QY0625'
 QY0625'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 QY0625'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAS BEEN
 QY0625'HIT AND IS LEANING SLIGHTLY BUT IS SOLID AT THE BASE.  THE
 QY0625'AZIMUTH MARK WAS FOUND UNEARTHED.  THE AZIMUTH MARK WAS
 QY0625'RESET.  A NEW DESCRIPTION FOLLOWS.
 QY0625'
 QY0625'THE STATION IS 7 MILES NORTH OF SALMON, 2-1/2 MILES NORTH
 QY0625'OF CARMEN AND 1/4 MILE EAST OF THE SALMON RIVER ON THE EAST
 QY0625'RIGHT-OF-WAY OF U.S. HIGHWAY 93.
 QY0625'
 QY0625'TO REACH THE STATION FROM THE CARMEN POST OFFICE GO NORTH ON
 QY0625'U.S. HIGHWAY 93 FOR 2.6 MILES TO THE STATION ON THE RIGHT.
 QY0625'
 QY0625'THE STATION MARK, STAMPED BADGER 1945, IS A STANDARD DISK SET
 QY0625'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 QY0625'IN DIAMETER AND IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 QY0625'IT IS 100 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A DOUBLE
 QY0625'POWER POLE THAT IS SUPPORTING TWO TRANSFORMERS ON A PLATFORM,
 QY0625'48 FEET EAST OF THE CENTER OF THE HIGHWAY, 13 FEET NORTH OF THE
 QY0625'CENTER OF A FIELD DRIVEWAY, 4 FEET NORTHWEST OF THE NORTH
 QY0625'END OF A BOARD GATE, 3 FEET SOUTHEAST OF A TELEPHONE POLE AND
 QY0625'0.5 FOOT SOUTH OF A METAL WITNESS POST.
 QY0625'
 QY0625'REFERENCE MARK NO. 1, STAMPED R P NO 1, IS A BUREAU OF PUBLIC
 QY0625'ROADS DISK WELDED TO A 2-INCH IRON PIPE THAT PROJECTS 10
 QY0625'INCHES.  IT IS 98 FEET SOUTHWEST OF THE WITNESS POST, 49 FEET
 QY0625'WEST OF THE CENTER OF THE HIGHWAY, 15 FEET NORTHWEST OF THE
 QY0625'DOUBLE POWER POLE, 4 FEET SOUTHEAST OF THE SOUTH END OF A
 QY0625'POLE GATE AND 2 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 QY0625'
 QY0625'REFERENCE MARK NO. 2, STAMPED BADGER NO 2 1945, IS A STANDARD
 QY0625'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 QY0625'THAT PROJECTS 2 INCHES.  IT IS 85 FEET NORTH OF THE WITNESS
 QY0625'POST, 49 FEET EAST OF THE CENTER OF THE HIGHWAY AND 1 FOOT WEST
 QY0625'OF THE NORTH-SOUTH FENCE LINE.
 QY0625'
 QY0625'THE AZIMUTH MARK MAY BE REACHED BY GOING NORTH ON U.S. HIGHWAY
 QY0625'93 FOR 0.35 MILE TO THE MARK ON THE LEFT.  A STANDARD DISK,
 QY0625'STAMPED BADGER 1945 RESET 1964, SET IN THE TOP OF A ROUND
 QY0625'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 48 FEET
 QY0625'WEST OF THE CENTER OF THE HIGHWAY, 38 FEET NORTH OF A FOOT
 QY0625'GATE TO THE PASTURE, 26 FEET NORTH OF A T FENCE CORNER, 2
 QY0625'FEET EAST OF A NORTH-SOUTH FENCE AND 0.5 FOOT SOUTH OF A
 QY0625'METAL WITNESS POST.
 QY0625
 QY0625                          STATION RECOVERY (1997)
 QY0625
 QY0625'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0625'FROM THE NW END OF THE SALMON RIVER BRIDGE IN SALMON, GO N ON US-93
 QY0625'FOR 11.573 KM TO THE MARK ON THE RIGHT AT MP 312.513.  RM NO. 1 WAS
 QY0625'RECOVERED, BUT DISTURBED, RM NO. 2 WAS RECOVERED IN GOOD CONDITION,
 QY0625'AND THE AZIMUTH MARK WAS DESTROYED BY A TELEPHONE TRENCHING OPERATION.
 QY0625' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1012 ***********************************************************************
 OZ1012  DESIGNATION -  BAG
 OZ1012  PID         -  OZ1012
 OZ1012  STATE/COUNTY-  ID/ELMORE
 OZ1012  USGS QUAD   -  HOT SPRINGS CREEK RESERVOIR (1986)
 OZ1012
 OZ1012                         *CURRENT SURVEY CONTROL
 OZ1012  ___________________________________________________________________
 OZ1012* NAD 83(1992)-  43 03 45.57544(N)    115 22 55.23178(W)     ADJUSTED  
 OZ1012* NAVD 88     -      1033.8    (meters)    3392.     (feet)  VERTCON   
 OZ1012  ___________________________________________________________________
 OZ1012  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 OZ1012  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 OZ1012
 OZ1012  HORZ ORDER  -  SECOND
 OZ1012
 OZ1012.The horizontal coordinates were established by classical geodetic methods
 OZ1012.and adjusted by the National Geodetic Survey in July 1992..
 OZ1012
 OZ1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1012
 OZ1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1012
 OZ1012.The geoid height was determined by GEOID03.
 OZ1012
 OZ1012;                    North         East     Units Scale Factor Converg.
 OZ1012;SPC ID W     -   155,122.832   829,973.863   MT  0.99994438   +0 15 04.6
 OZ1012;UTM  11      - 4,769,043.432   631,746.918   MT  0.99981353   +1 06 17.7
 OZ1012
 OZ1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1012!SPC ID W     -   0.99984037  x   0.99994438  =   0.99978476
 OZ1012!UTM  11      -   0.99984037  x   0.99981353  =   0.99965393
 OZ1012
 OZ1012|---------------------------------------------------------------------|
 OZ1012| PID    Reference Object                     Distance      Geod. Az  |
 OZ1012|                                                           dddmmss.s |
 OZ1012| CD4210 BAG RM 1                             18.395 METERS 04028     |
 OZ1012| CD4211 BAG RM 2                             17.589 METERS 14429     |
 OZ1012| OZ1010 AIRWAY BN 23 NW OF GLENS FERRY      APPROX. 3.9 KM 1781243.4 |
 OZ1012|---------------------------------------------------------------------|
 OZ1012
 OZ1012                          SUPERSEDED SURVEY CONTROL
 OZ1012
 OZ1012  NAD 83(1986)-  43 03 45.57424(N)    115 22 55.22735(W) AD(       ) 2
 OZ1012  NAD 27      -  43 03 45.94560(N)    115 22 51.95810(W) AD(       ) 2
 OZ1012  NGVD 29 (07/19/86) 1032.9    (m)         3389.     (f) VERT ANG       
 OZ1012
 OZ1012.Superseded values are not recommended for survey control.
 OZ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1012.See file dsdata.txt to determine how the superseded data were derived.
 OZ1012
 OZ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3174769043(NAD 83)
 OZ1012_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ1012
 OZ1012  HISTORY     - Date     Condition        Report By
 OZ1012  HISTORY     - 1959     MONUMENTED       CGS
 OZ1012
 OZ1012                          STATION DESCRIPTION
 OZ1012
 OZ1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1012'THE STATION IS ABOUT 9 MILES NORTH-NORTHEAST OF HAMMETT,
 OZ1012'9 MILES NORTHWEST OF GLENNS FERRY AND 1/2 MILE EAST OF COLD
 OZ1012'SPRINGS CREEK, ON THE CREST OF A LOW SAGE-COVERED RIDGE
 OZ1012'ABOUT 0.15 MILE SOUTH OF WHERE THE POWER LINE CROSSES OVER
 OZ1012'THE RIDGE, AND 130 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 OZ1012'GRAVEL ROAD.
 OZ1012'
 OZ1012'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND THE GLENNS
 OZ1012'FERRY TURN-OFF (THIS JUNCTION IS AT THE NORTHEAST SIDE OF CANYON
 OZ1012'CREEK BRIDGE), GO SOUTHWEST ON U.S. HIGHWAY 30 FOR 0.4 MILE
 OZ1012'TO A PAVED CROSSROAD.  TURN RIGHT, NORTHWEST, FOR 0.3 MILE
 OZ1012'TO A FORK.  KEEP LEFT FORK ON BLACK-TOP, NORTHWESTERLY, FOR
 OZ1012'4.4 MILES TO FORK.  TAKE LEFT FORK (BLACK-TOP) NORTHWESTERLY,
 OZ1012'AT SIGN COMPRESSOR STATION NO. 11 6 MILES, FOR 3.0 MILES TO
 OZ1012'A T-ROAD (GRAVEL) RIGHT WHICH IS ABOUT 0.2 MILE SOUTHEAST
 OZ1012'OF A GRAIN ELEVATOR AND STOCK PENS.  TURN RIGHT, NORTH, FOR
 OZ1012'4.0 MILES TO THE STATION SITE ON THE LEFT, WEST SIDE OF THE
 OZ1012'ROAD.
 OZ1012'
 OZ1012'THE STATION AND ALL MARKS ARE STANDARD DISKS SET IN CONCRETE
 OZ1012'POSTS PROJECTING ABOUT 3 INCHES.
 OZ1012'
 OZ1012'THE STATION MARK, STAMPED BAG 1959, IS 7 FEET WEST OF A METAL
 OZ1012'WITNESS POST WITH SIGN.
 OZ1012'
 OZ1012'THE REFERENCE MARKS, STAMPED BAG 1959 NO 1 AND NO 2 RESPECTIVELY,
 OZ1012'ARE BOTH ABOUT 1/2 FOOT LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1624 ***********************************************************************
 NU1624  DESIGNATION -  BAILEY
 NU1624  PID         -  NU1624
 NU1624  STATE/COUNTY-  ID/POWER
 NU1624  USGS QUAD   -  PAULINE (1971)
 NU1624
 NU1624                         *CURRENT SURVEY CONTROL
 NU1624  ___________________________________________________________________
 NU1624* NAD 83(1992)-  42 30 21.67427(N)    112 35 42.57415(W)     ADJUSTED  
 NU1624* NAVD 88     -      1624.2    (meters)    5329.     (feet)  VERTCON   
 NU1624  ___________________________________________________________________
 NU1624  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 NU1624  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 NU1624
 NU1624  HORZ ORDER  -  FIRST
 NU1624
 NU1624.The horizontal coordinates were established by classical geodetic methods
 NU1624.and adjusted by the National Geodetic Survey in July 1992..
 NU1624
 NU1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1624
 NU1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1624
 NU1624.The geoid height was determined by GEOID03.
 NU1624
 NU1624;                    North         East     Units Scale Factor Converg.
 NU1624;SPC ID E     -    93,315.280   164,783.517   MT  0.99996262   -0 17 22.3
 NU1624;UTM  12      - 4,707,194.434   368,942.986   MT  0.99981132   -1 04 40.6
 NU1624
 NU1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1624!SPC ID E     -   0.99974743  x   0.99996262  =   0.99971006
 NU1624!UTM  12      -   0.99974743  x   0.99981132  =   0.99955880
 NU1624
 NU1624:                Primary Azimuth Mark                     Grid Az
 NU1624:SPC ID E     -  AIR BEACON 12 B                          023 03 19.2
 NU1624:UTM  12      -  AIR BEACON 12 B                          023 50 37.5
 NU1624
 NU1624|---------------------------------------------------------------------|
 NU1624| PID    Reference Object                     Distance      Geod. Az  |
 NU1624|                                                           dddmmss.s |
 NU1624| NU1623 AIR BEACON 12 B                     APPROX. 4.9 KM 0224556.9 |
 NU1624| CM4220 BAILEY AZ MK                                       1032805.3 |
 NU1624| CM4221 BAILEY RM 1                          30.498 METERS 17617     |
 NU1624| CM4222 BAILEY RM 2                          11.860 METERS 27348     |
 NU1624|---------------------------------------------------------------------|
 NU1624
 NU1624                          SUPERSEDED SURVEY CONTROL
 NU1624
 NU1624  NAD 83(1986)-  42 30 21.66948(N)    112 35 42.56383(W) AD(       ) 1
 NU1624  NAD 27      -  42 30 21.99300(N)    112 35 39.63300(W) AD(       ) 1
 NU1624  NGVD 29 (07/19/86) 1623.0    (m)         5325.     (f) VERT ANG       
 NU1624
 NU1624.Superseded values are not recommended for survey control.
 NU1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1624.See file dsdata.txt to determine how the superseded data were derived.
 NU1624
 NU1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN6894307194(NAD 83)
 NU1624_MARKER: DS = TRIANGULATION STATION DISK
 NU1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1624
 NU1624  HISTORY     - Date     Condition        Report By
 NU1624  HISTORY     - 1936     MONUMENTED       CGS
 NU1624  HISTORY     - 1958     GOOD             CGS
 NU1624  HISTORY     - 1970     GOOD             USGS
 NU1624
 NU1624                          STATION DESCRIPTION
 NU1624
 NU1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 NU1624'STATION IS LOCATED IN THE SW 1/4 OF SECTION 34, T 10 S, R 33 E,
 NU1624'ON THE LAND OF MELVIN BAILEY.  IT IS 2 MILES W AND 1/2
 NU1624'MILE S OF THE ARBON POST OFFICE, AND IS 4 MILES S AND 2 MILES
 NU1624'W OF PAULINA.  IT IS ON THE TOP OF A SMALL RISE, AND IS 18
 NU1624'FEET E OF CENTER OF N-S ROAD AND 8 FEET W OF N-S FENCE LINE
 NU1624'AND IS 0.2 MILE N OF E-W SECTION LINE AND ROAD.
 NU1624'
 NU1624'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 NU1624'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES
 NU1624'1A, 7A, AND 11A.
 NU1624'
 NU1624'AZ. MK. IS 0.2 MILE W OF BAILEY FARMHOUSE, AT THE BOTTOM OF
 NU1624'A SMALL DRAW.  IT IS 24 FEET N OF CENTER OF ROAD AND SETS
 NU1624'2 FEET S OF GATE POST IN FENCE LINE.  IT IS 0.2 MILE S AND 0.8
 NU1624'MILE E OF STATION BY ROAD.
 NU1624'
 NU1624'BEACON 12 B AND 11 ARE BOTH VISIBLE IN DAYLIGHT AND MAKE VERY
 NU1624'GOOD AZIMUTH.  BEACON NO. 12 B AT THE PAULINA EMERGENCY
 NU1624'FIELD IS ABOUT 2-1/2 MILES AIR LINE NE AND ONLY THE TOP IS
 NU1624'VISIBLE.  BEACON NO. 11 IS ABOUT 10 MILES SE ON THE TOP OF A
 NU1624'SMALL HILL NEAR A GAP OR PASS IN THE HILLS.
 NU1624'
 NU1624'TO REACH FROM MAIN AND CENTRAL STREETS IN POCATELLO, GO W ON
 NU1624'U.S. HIGHWAY 30 N FOR 9.7 MILES TO MICHAUD ELEVATOR, THEN
 NU1624'TURN LEFT ACROSS RAILROAD TRACKS AND FOLLOW GRAVELED ROAD FOR
 NU1624'1.5 MILES, THEN TAKE T-ROAD LEFT AND FOLLOW MAIN ROAD
 NU1624'(STATE HIGHWAY 38), FOR 22.6 MILES TO PAULINA, THEN CONTINUE
 NU1624'S ON MAIN ROAD FOR 4.1 MILES OR 0.7 MILE PAST ARBON POST OFFICE.
 NU1624'THEN TAKE T-ROAD RIGHT FOR 2.0 MILES, THEN TAKE CROSS ROAD
 NU1624'RIGHT (N) FOR 0.2 MILE TO STATION.
 NU1624
 NU1624                          STATION RECOVERY (1958)
 NU1624
 NU1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 NU1624'THE STATION MARK, BOTH REFERENCE MARKS, THE AZIMUTH MARK AND
 NU1624'BEACON 11 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NU1624'BEACON 12 B HAS BEEN REMOVED.
 NU1624'
 NU1624'TO REACH THE STATION FROM POCATELLO, GO EAST ON HIGHWAYS
 NU1624'91 AND 30 N TO A BLINKER LIGHT AT THE FARMERS INSURFACE CO BRICK
 NU1624'BUILDING.  TURN RIGHT AND GO 0.3 MILE TO AN INTERSECTION.
 NU1624'TURN LEFT AND GO 1.7 MILES TO A RAILROAD CROSSING.  CONTINUE
 NU1624'FOR 0.5 MILES TO STATE HIGHWAY 38.  TURN LEFT ONTO HIGHWAY
 NU1624'38 AND GO 25.7 MILES TO A ROAD RIGHT MARKED WITH A SIGN TO
 NU1624'TELEPHONE OFFICE.  TURN RIGHT AND GO 1.2 MILES TO THE
 NU1624'AZIMUTH MARK ON THE RIGHT, 18 FEET EAST OF FENCE CORNER.
 NU1624'CONTINUE ON THIS ROAD FOR 0.7 MILES TO A FIELD ROAD NORTH AND
 NU1624'SOUTH.  TURN RIGHT (NORTH) FOR 0.2 MILES TO STATION ON
 NU1624'RIGHT.
 NU1624
 NU1624                          STATION RECOVERY (1970)
 NU1624
 NU1624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NU1624'ALL MARKS IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 1 WHICH HAS
 NU1624'BEEN DISTURBED BY CULTIVATION EQUIPMENT.
 NU1624'
 NU1624'NEW TO REACH FOLLOWS--
 NU1624'
 NU1624'TO REACH FROM ARBON DRIVE W. ON GRAVELED RD. FOR 0.3 MI. TO T-RD.,
 NU1624'TURN RIGHT (N.) FOR 2.3 MI. TO RD. JUNCTION, TURN LEFT (W.) ON A
 NU1624'DIRT RD. FOR 1.0 MI. TO A T-RD., TURN RIGHT (N.) FOR 1.15 MI. TO A
 NU1624'DIRT RD. JUNCTION, CONTINUE N. FOR 0.1 MI. TO TOP OF HILL AND
 NU1624'STATION, 18 FT. E. OF CENTER OF N.-S. RD.
 NU1624'
 NU1624'SURFACE MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0891 ***********************************************************************
 RY0891  DESIGNATION -  BAILEY LOOKOUT
 RY0891  PID         -  RY0891
 RY0891  STATE/COUNTY-  ID/IDAHO
 RY0891  USGS QUAD   -  HUNGRY ROCK (1995)
 RY0891
 RY0891                         *CURRENT SURVEY CONTROL
 RY0891  ___________________________________________________________________
 RY0891* NAD 83(1992)-  46 15 21.04676(N)    114 52 23.80158(W)     ADJUSTED  
 RY0891* NAVD 88     -      2252.6    (meters)    7390.     (feet)  VERTCON   
 RY0891  ___________________________________________________________________
 RY0891  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 RY0891  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 RY0891
 RY0891  HORZ ORDER  -  THIRD
 RY0891
 RY0891.The horizontal coordinates were established by classical geodetic methods
 RY0891.and adjusted by the National Geodetic Survey in July 1992..
 RY0891
 RY0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0891
 RY0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0891
 RY0891.The geoid height was determined by GEOID03.
 RY0891
 RY0891;                    North         East     Units Scale Factor Converg.
 RY0891;SPC ID W     -   510,250.328   867,595.446   MT  0.99998948   +0 38 00.2
 RY0891;UTM  11      - 5,124,672.639   663,914.737   MT  0.99993029   +1 32 12.3
 RY0891
 RY0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0891!SPC ID W     -   0.99964935  x   0.99998948  =   0.99963884
 RY0891!UTM  11      -   0.99964935  x   0.99993029  =   0.99957967
 RY0891
 RY0891:                Primary Azimuth Mark                     Grid Az
 RY0891:SPC ID W     -  MAPLE                                    085 38 09.7
 RY0891:UTM  11      -  MAPLE                                    084 43 57.6
 RY0891
 RY0891|---------------------------------------------------------------------|
 RY0891| PID    Reference Object                     Distance      Geod. Az  |
 RY0891|                                                           dddmmss.s |
 RY0891| RY0889 MAPLE                               APPROX. 9.4 KM 0861609.9 |
 RY0891|---------------------------------------------------------------------|
 RY0891
 RY0891                          SUPERSEDED SURVEY CONTROL
 RY0891
 RY0891  NAD 83(1986)-  46 15 21.05437(N)    114 52 23.79721(W) AD(       ) 3
 RY0891  NAD 27      -  46 15 21.34577(N)    114 52 20.39850(W) AD(       ) 3
 RY0891  NGVD 29 (07/19/86) 2251.2    (m)         7386.     (f) VERT ANG       
 RY0891
 RY0891.Superseded values are not recommended for survey control.
 RY0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0891.See file dsdata.txt to determine how the superseded data were derived.
 RY0891
 RY0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM6391524673(NAD 83)
 RY0891_MARKER: 57 = LOOKOUT TOWER
 RY0891
 RY0891  HISTORY     - Date     Condition        Report By
 RY0891  HISTORY     - 1965     FIRST OBSERVED   USGS
 RY0891
 RY0891                          STATION DESCRIPTION
 RY0891
 RY0891'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RY0891'LOCATED 12.9 MI.ESE. OF EAGLE MTN. AND 12 MI. SW. OF GRAVE PEAK,
 RY0891'ABOUT 9.2 MI. NNE. OF MOOSE CREEK RANGER STATION, ON THE TOP OF
 RY0891'BAILEY MTN.
 RY0891'
 RY0891'STATION REACHED BY HELICOPTER.
 RY0891'
 RY0891'STATION MARK--THE CENTER POINT OF THE ROOF OF A 21.8 FT. SQUARE
 RY0891'LOOKOUT TOWER, MARKED BY A LIGHTNING ROD.  THE ROOF IS FLAT, 20 FT.
 RY0891'ABOVE GROUND.
 RY0891'
 RY0891'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE TABLET STAMPED
 RY0891'---NO 1 1965--- AND SET IN LARGE ROCK, 40.94 FT. FROM STATION,
 RY0891'S 27 DEG 36 MIN W.
 RY0891'
 RY0891'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE TABLET STAMPED
 RY0891'---NO 2 1965--- AND SET IN ROCK, 55.94 FT. FROM STATION,
 RY0891'N 72 DEG 58 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0661 ***********************************************************************
 OX0661  DESIGNATION -  BAILEY RESET
 OX0661  PID         -  OX0661
 OX0661  STATE/COUNTY-  ID/FREMONT
 OX0661  USGS QUAD   -  DRUMMOND (1965)
 OX0661
 OX0661                         *CURRENT SURVEY CONTROL
 OX0661  ___________________________________________________________________
 OX0661* NAD 83(1992)-  43 56 32.36070(N)    111 17 56.30056(W)     ADJUSTED  
 OX0661* NAVD 88     -      1837.8    (meters)    6030.     (feet)  VERTCON   
 OX0661  ___________________________________________________________________
 OX0661  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 OX0661  GEOID HEIGHT-         -10.25  (meters)                     GEOID03
 OX0661
 OX0661  HORZ ORDER  -  THIRD
 OX0661
 OX0661.The horizontal coordinates were established by classical geodetic methods
 OX0661.and adjusted by the National Geodetic Survey in July 1992..
 OX0661
 OX0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0661
 OX0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0661
 OX0661.The geoid height was determined by GEOID03.
 OX0661
 OX0661;                    North         East     Units Scale Factor Converg.
 OX0661;SPC ID E     -   253,152.916   269,658.276   MT  1.00000703   +0 36 07.7
 OX0661;UTM  12      - 4,865,510.190   476,006.943   MT  0.99960708   -0 12 26.9
 OX0661
 OX0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0661!SPC ID E     -   0.99971352  x   1.00000703  =   0.99972054
 OX0661!UTM  12      -   0.99971352  x   0.99960708  =   0.99932071
 OX0661
 OX0661:                Primary Azimuth Mark                     Grid Az
 OX0661:SPC ID E     -  CHURCH                                   297 33 13.0
 OX0661:UTM  12      -  CHURCH                                   298 21 47.6
 OX0661
 OX0661|---------------------------------------------------------------------|
 OX0661| PID    Reference Object                     Distance      Geod. Az  |
 OX0661|                                                           dddmmss.s |
 OX0661| OX0668 CHURCH                              APPROX.11.1 KM 2980920.7 |
 OX0661|---------------------------------------------------------------------|
 OX0661
 OX0661                          SUPERSEDED SURVEY CONTROL
 OX0661
 OX0661  NAD 83(1986)-  43 56 32.35685(N)    111 17 56.27777(W) AD(       ) 3
 OX0661  NAD 27      -  43 56 32.65680(N)    111 17 53.46034(W) AD(       ) 3
 OX0661  NGVD 29 (07/19/86) 1836.6    (m)         6026.     (f) VERT ANG       
 OX0661
 OX0661.Superseded values are not recommended for survey control.
 OX0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0661.See file dsdata.txt to determine how the superseded data were derived.
 OX0661
 OX0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7600765510(NAD 83)
 OX0661_MARKER: DD = SURVEY DISK
 OX0661_SETTING: 80 = SET IN A BOULDER
 OX0661_SP_SET: PARTIALLY EXPOSED BOULDER
 OX0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0661+STABILITY: SURFACE MOTION
 OX0661
 OX0661  HISTORY     - Date     Condition        Report By
 OX0661  HISTORY     - 1941     MONUMENTED       USGS
 OX0661
 OX0661                          STATION DESCRIPTION
 OX0661
 OX0661'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 OX0661'LOCATED ABOUT 7.5 MI. (AIRLINE) NW. OF FELT, ABOUT 4.5 MI. SW. OF
 OX0661'LAMONT, 2.5 MI. S. OF FRANCE, ON A FLAT-TOPPED HILL IN FIELD LINE.
 OX0661'
 OX0661'TO REACH FROM POST OFFICE IN ASHTON DRIVE E. ON STATE ROUTE 47, 0.5
 OX0661'MI. TO JUNCTION OF STATE ROUTE 32, TURN RIGHT AND FOLLOW STATE ROUTE
 OX0661'32, 13.1 MI. TO T-RD. S. AT CURVE IN HIGHWAY, TURN RIGHT (S.) AND
 OX0661'FOLLOW GRAVEL RD. PAST RANCH BUILDINGS AT 0.5 MI. FOR 2.1 MI. TO RD.
 OX0661'FORK, TURN RIGHT 0.5 MI. TO FIELD LINE WHERE RD. CROSSES RIDGE LINE,
 OX0661'TURN RIGHT ALONG FIELD LINE 0.1 MI. TO TOP AND STATION MARK.
 OX0661'
 OX0661'STATION MARK--STANDARD TABLET STAMPED---BAILEY 1941 RESET 1964---
 OX0661'CEMENTED IN TOP OF BURIED BOULDER FLUSH WITH GROUND.
 OX0661'
 OX0661'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN BOULDER IN
 OX0661'MIDDLE OF FIELD, 47.43 FT. FROM STATION MARK, S 73 DEG 56 MIN W,
 OX0661'THIS MARK WILL PROBABLY BE MOVED NEXT TIME FIELD IS PLOWED.)
 OX0661'
 OX0661'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---BAILEY NO 2 1941---
 OX0661'CEMENTED IN SIDE OF PARTLY BURIED BOULDER IN FIELD LINE, 54.66 FT.
 OX0661'FROM STATION MARK, N 00 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0672 ***********************************************************************
 OX0672  DESIGNATION -  BAIRD
 OX0672  PID         -  OX0672
 OX0672  STATE/COUNTY-  ID/BONNEVILLE
 OX0672  USGS QUAD   -  MOUNT BAIRD (1966)
 OX0672
 OX0672                         *CURRENT SURVEY CONTROL
 OX0672  ___________________________________________________________________
 OX0672* NAD 83(1992)-  43 21 46.69083(N)    111 05 41.14011(W)     ADJUSTED  
 OX0672* NAVD 88     -      3057.0    (meters)   10030.     (feet)  VERTCON   
 OX0672  ___________________________________________________________________
 OX0672  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 OX0672  GEOID HEIGHT-         -10.04  (meters)                     GEOID03
 OX0672
 OX0672  HORZ ORDER  -  THIRD
 OX0672
 OX0672.The horizontal coordinates were established by classical geodetic methods
 OX0672.and adjusted by the National Geodetic Survey in July 1992..
 OX0672
 OX0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0672
 OX0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0672
 OX0672.The geoid height was determined by GEOID03.
 OX0672
 OX0672;                    North         East     Units Scale Factor Converg.
 OX0672;SPC ID E     -   188,979.078   286,883.693   MT  1.00004019   +0 44 09.7
 OX0672;UTM  12      - 4,801,127.604   492,321.796   MT  0.99960073   -0 03 54.2
 OX0672
 OX0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0672!SPC ID E     -   0.99952241  x   1.00004019  =   0.99956259
 OX0672!UTM  12      -   0.99952241  x   0.99960073  =   0.99912333
 OX0672
 OX0672:                Primary Azimuth Mark                     Grid Az
 OX0672:SPC ID E     -  POWDER PEAK ET                           104 42 13.5
 OX0672:UTM  12      -  POWDER PEAK ET                           105 30 17.4
 OX0672
 OX0672|---------------------------------------------------------------------|
 OX0672| PID    Reference Object                     Distance      Geod. Az  |
 OX0672|                                                           dddmmss.s |
 OX0672| OX0670 POWDER PEAK ET                      APPROX. 7.7 KM 1052623.2 |
 OX0672|---------------------------------------------------------------------|
 OX0672
 OX0672                          SUPERSEDED SURVEY CONTROL
 OX0672
 OX0672  NAD 83(1986)-  43 21 46.68191(N)    111 05 41.13044(W) AD(       ) 3
 OX0672  NAD 27      -  43 21 46.95624(N)    111 05 38.36188(W) AD(       ) 3
 OX0672  NGVD 29 (07/19/86) 3055.6    (m)        10025.     (f) VERT ANG       
 OX0672
 OX0672.Superseded values are not recommended for survey control.
 OX0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0672.See file dsdata.txt to determine how the superseded data were derived.
 OX0672
 OX0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP9232201128(NAD 83)
 OX0672_MARKER: DD = SURVEY DISK
 OX0672_SETTING: 0 = UNSPECIFIED SETTING
 OX0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0672
 OX0672  HISTORY     - Date     Condition        Report By
 OX0672  HISTORY     - 1966     MONUMENTED       USGS
 OX0672
 OX0672                          STATION DESCRIPTION
 OX0672
 OX0672'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0672'LOCATED ABOUT 14 MI. SE. OF SWAN VALLEY, ABOUT 5 MI. NE. OF
 OX0672'PALISADES DAM, ON PROMINENT TOP.
 OX0672'
 OX0672'REACHED BY HELICOPTER.
 OX0672'
 OX0672'STATION MARK--STANDARD TABLET STAMPED ---BAIRD 1966---.
 OX0672'
 OX0672'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---RM 1
 OX0672'1966---, 13.85 FT. (SLOPE) FROM STATION MARK, N 20 DEG 19 MIN W.
 OX0672'
 OX0672'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---RM 2
 OX0672'1966---, 17.02 FT. (SLOPE) FROM STATION MARK, N 70 DEG 45 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1188 ***********************************************************************
 NV1188  DESIGNATION -  BAKER
 NV1188  PID         -  NV1188
 NV1188  STATE/COUNTY-  ID/OWYHEE
 NV1188  USGS QUAD   -  INDIAN COVE (1992)
 NV1188
 NV1188                         *CURRENT SURVEY CONTROL
 NV1188  ___________________________________________________________________
 NV1188* NAD 83(1992)-  42 52 37.34303(N)    115 30 26.19314(W)     ADJUSTED  
 NV1188* NAVD 88     -       951.     (meters)    3120.     (feet)  SCALED    
 NV1188  ___________________________________________________________________
 NV1188  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 NV1188  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 NV1188
 NV1188  HORZ ORDER  -  THIRD
 NV1188
 NV1188.The horizontal coordinates were established by classical geodetic methods
 NV1188.and adjusted by the National Geodetic Survey in July 1992..
 NV1188.No horizontal observational check was made to the station.
 NV1188
 NV1188.The orthometric height was scaled from a topographic map.
 NV1188
 NV1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1188
 NV1188.The geoid height was determined by GEOID03.
 NV1188
 NV1188;                    North         East     Units Scale Factor Converg.
 NV1188;SPC ID W     -   134,466.126   819,830.063   MT  0.99993817   +0 09 54.6
 NV1188;UTM  11      - 4,748,241.125   621,912.862   MT  0.99978285   +1 00 56.9
 NV1188
 NV1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1188!SPC ID W     -   0.99985345  x   0.99993817  =   0.99979163
 NV1188!UTM  11      -   0.99985345  x   0.99978285  =   0.99963633
 NV1188
 NV1188:                Primary Azimuth Mark                     Grid Az
 NV1188:SPC ID W     -  ABLE                                     214 32 35.0
 NV1188:UTM  11      -  ABLE                                     213 41 32.7
 NV1188
 NV1188|---------------------------------------------------------------------|
 NV1188| PID    Reference Object                     Distance      Geod. Az  |
 NV1188|                                                           dddmmss.s |
 NV1188| NV1190 ABLE                                APPROX. 1.9 KM 2144229.6 |
 NV1188|---------------------------------------------------------------------|
 NV1188
 NV1188                          SUPERSEDED SURVEY CONTROL
 NV1188
 NV1188  NAD 83(1986)-  42 52 37.34331(N)    115 30 26.18918(W) AD(       ) 3
 NV1188  NAD 27      -  42 52 37.70950(N)    115 30 22.91770(W) AD(       ) 3
 NV1188
 NV1188.Superseded values are not recommended for survey control.
 NV1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1188.See file dsdata.txt to determine how the superseded data were derived.
 NV1188
 NV1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2191348241(NAD 83)
 NV1188_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1188+STABILITY: SURFACE MOTION
 NV1188
 NV1188  HISTORY     - Date     Condition        Report By
 NV1188  HISTORY     - 1958     MONUMENTED       CGS
 NV1188
 NV1188                          STATION DESCRIPTION
 NV1188
 NV1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 NV1188'ON THE SOUTHERLY AND WESTWARD EDGE OF A PLATEAU NORTH OF
 NV1188'JACKS CREEK, A TRIBUTARY OF LITTLE VALLEY CREEK.  ABOUT 11
 NV1188'1/2 MILES SOUTHEAST FROM THE VILLAGE OF BRUNEAU, AND WHERE
 NV1188'THE PLATEAU BEGINS TO SLOPE OFF TOWARDS THE JACK CREEK DRAINAGE.
 NV1188'
 NV1188'THE STATION IS MARKED WITH A STANDARD DISK SET IN A CYLINDER
 NV1188'OF CONCRETE, STAMPED BAKER 1958.  TO REACH FROM BRUNEAU AT
 NV1188'THE HIGH SCHOOL, CONTINUE THE HIGHWAY WEST TOWARDS GRANDVIEW
 NV1188'FOR 1.8 MILE TO A JUNCTION, TAKE THE LEFT FORK SOUTHWEST
 NV1188'TOWARDS AND INTO SUGAR VALLEY AND THENCE OVER RIDGE INTO THE
 NV1188'VALLEY OF LITTLE VALLEY CREEK, KEEPING THE MAIN TRAVELED
 NV1188'ROAD FOR ABOUT 7.5 MILES, TURN FROM SOUTH TO WEST AT FORKS
 NV1188'AND GO 1 MILE WHEN BEAR LEFT OFF MAIN ROAD ONTO A TRACK
 NV1188'ROAD TOWARDS JACK CREEK AND INTO ITS DRAINAGE, GO ABOUT 4
 NV1188'MILES AND AT THE UPPER REACHES OF THE DRAINAGE BEAR RIGHT
 NV1188'INTO A DRAINAGE FROM THE NORTH AND FOLLOW TRACK ROAD ONTO THE
 NV1188'PLATEAU TO THE EASTWARD.  ON THE PLATEAU AND NEAR ITS
 NV1188'CENTER GO SOUTH ABOUT 300 YARDS TO THE STATION NEAR ITS
 NV1188'EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0967 ***********************************************************************
 OZ0967  DESIGNATION -  BAKER
 OZ0967  PID         -  OZ0967
 OZ0967  STATE/COUNTY-  ID/BLAINE
 OZ0967  USGS QUAD   -  EASLEY HOT SPRINGS (1970)
 OZ0967
 OZ0967                         *CURRENT SURVEY CONTROL
 OZ0967  ___________________________________________________________________
 OZ0967* NAD 83(1992)-  43 47 27.51743(N)    114 32 35.05192(W)     ADJUSTED  
 OZ0967* NAVD 88     -      2263.5    (meters)    7426.     (feet)  VERTCON   
 OZ0967  ___________________________________________________________________
 OZ0967  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OZ0967  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 OZ0967
 OZ0967  HORZ ORDER  -  SECOND
 OZ0967
 OZ0967.The horizontal coordinates were established by classical geodetic methods
 OZ0967.and adjusted by the National Geodetic Survey in July 1992..
 OZ0967
 OZ0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0967
 OZ0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0967
 OZ0967.The geoid height was determined by GEOID03.
 OZ0967
 OZ0967;                    North         East     Units Scale Factor Converg.
 OZ0967;SPC ID C     -   236,115.188   456,292.070   MT  0.99997086   -0 22 33.0
 OZ0967;UTM  11      - 4,851,591.505   697,675.059   MT  1.00008064   +1 42 02.9
 OZ0967
 OZ0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0967!SPC ID C     -   0.99964711  x   0.99997086  =   0.99961799
 OZ0967!UTM  11      -   0.99964711  x   1.00008064  =   0.99972773
 OZ0967
 OZ0967|---------------------------------------------------------------------|
 OZ0967| PID    Reference Object                     Distance      Geod. Az  |
 OZ0967|                                                           dddmmss.s |
 OZ0967| CD4213 BAKER RM 2                            3.804 METERS 18414     |
 OZ0967| CD4212 BAKER RM 1                            3.906 METERS 29518     |
 OZ0967| OZ0968 KING                                APPROX. 7.1 KM 3100622.6 |
 OZ0967|---------------------------------------------------------------------|
 OZ0967
 OZ0967                          SUPERSEDED SURVEY CONTROL
 OZ0967
 OZ0967  NAD 83(1986)-  43 47 27.51386(N)    114 32 35.04761(W) AD(       ) 2
 OZ0967  NAD 27      -  43 47 27.85110(N)    114 32 31.83630(W) AD(       ) 2
 OZ0967  NGVD 29 (07/19/86) 2262.1    (m)         7422.     (f) VERT ANG       
 OZ0967
 OZ0967.Superseded values are not recommended for survey control.
 OZ0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0967.See file dsdata.txt to determine how the superseded data were derived.
 OZ0967
 OZ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ9767551592(NAD 83)
 OZ0967_MARKER: DD = SURVEY DISK
 OZ0967_SETTING: 0 = UNSPECIFIED SETTING
 OZ0967
 OZ0967  HISTORY     - Date     Condition        Report By
 OZ0967  HISTORY     - 1970     MONUMENTED       USGS
 OZ0967
 OZ0967                          STATION DESCRIPTION
 OZ0967
 OZ0967'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OZ0967'RM 1 TO RM 2 NOT MEASURED.
 OZ0967'
 OZ0967'LOCATED ABOUT 12 MI (AIRLINE) NW. OF KETCHUM.  ABOUT 2.1 MI ESE. OF
 OZ0967'RUSSIAN JOHN GUARD STATION.  ABOUT 0.5 MI FROM CONFLUENCE OF BAKER
 OZ0967'CREEK AND BIG WOOD RIVER.
 OZ0967'
 OZ0967'TO REACH FROM THE POST OFFICE IN KETCHUM DRIVE N. ON U.S. 93
 OZ0967'FOR 15.5 MI TO RD. ON RIGHT WITH SIGN SILVER CREEK.  TURN RIGHT
 OZ0967'(E.) ON DIRT RD. FOR 0.4 MI TO Y-RD. FK.  TAKE RIGHT FORK FOR
 OZ0967'0.6 MI TO Y-RD. FK.  TAKE RIGHT FORK FOR 0.1 MI TO Y-RD. FK.  TAKE
 OZ0967'LEFT FORK FOR 0.1 MI TO Y-RD. FK.  TAKE RIGHT FORK FOR 0.6
 OZ0967'MI TO DIM Y-RD.  TAKE DIM RD. RIGHT FOR 0.4 MI TO SMALL
 OZ0967'BRIDGE.  CROSS BRIDGE, CONTINUE ALONG RD. FOR 0.4 MI TO TOP OF
 OZ0967'RIDGE AND END OF RD.  CONTINUE S. CROSS-COUNTRY FOR 0.2 MI PASSING
 OZ0967'THE EAST AND SOUTH SIDE OF AN ASPEN GROVE, WORKING YOUR WAY UP
 OZ0967'ON RIDGE TO W.  TRAVEL ALONG TOP OF RIDGE FOR 0.8 MI TO
 OZ0967'TOP AND END OF TRUCK TRAVEL.  PACK 150 FT S. TO STATION.
 OZ0967'
 OZ0967'HELICOPTER CAN LAND AT STATION.
 OZ0967'
 OZ0967'STATION MARK--STANDARD USGS TABLET STAMPED BAKER 1970 SET
 OZ0967'IN CONC.
 OZ0967'
 OZ0967'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 OZ0967'STAMPED NO 1 1970 SET IN ROCK 1.8 FT BELOW STATION MARK.
 OZ0967'
 OZ0967'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 OZ0967'STAMPED NO 2 1970 SET IN ROCK 2.1 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0600 ***********************************************************************
 QY0600  DESIGNATION -  BAKER
 QY0600  PID         -  QY0600
 QY0600  STATE/COUNTY-  ID/LEMHI
 QY0600  USGS QUAD   -  BAKER (1989)
 QY0600
 QY0600                         *CURRENT SURVEY CONTROL
 QY0600  ___________________________________________________________________
 QY0600* NAD 83(1992)-  45 05 48.48056(N)    113 43 57.16523(W)     ADJUSTED  
 QY0600* NAVD 88     -      1328.8    (meters)    4360.     (feet)  VERTCON   
 QY0600  ___________________________________________________________________
 QY0600  LAPLACE CORR-           9.03  (seconds)                    DEFLEC99
 QY0600  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 QY0600
 QY0600  HORZ ORDER  -  FIRST
 QY0600
 QY0600.The horizontal coordinates were established by classical geodetic methods
 QY0600.and adjusted by the National Geodetic Survey in July 1992..
 QY0600
 QY0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0600
 QY0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0600
 QY0600.The geoid height was determined by GEOID03.
 QY0600
 QY0600;                    North         East     Units Scale Factor Converg.
 QY0600;SPC ID C     -   381,103.257   521,051.263   MT  0.99995282   +0 11 22.0
 QY0600;SPC MT       -   103,120.629   267,020.562   MT  0.99994328   -3 05 46.1
 QY0600;SPC MT       -   338,322.27    876,051.71   iFT  0.99994328   -3 05 46.1
 QY0600;UTM  12      - 4,997,336.573   284,996.697   MT  1.00016843   -1 56 10.3
 QY0600
 QY0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0600!SPC ID C     -   0.99979371  x   0.99995282  =   0.99974654
 QY0600!SPC MT       -   0.99979371  x   0.99994328  =   0.99973700
 QY0600!UTM  12      -   0.99979371  x   1.00016843  =   0.99996210
 QY0600
 QY0600|---------------------------------------------------------------------|
 QY0600| PID    Reference Object                     Distance      Geod. Az  |
 QY0600|                                                           dddmmss.s |
 QY0600| CN3908 BAKER RM 1                           28.892 METERS 20428     |
 QY0600| CN3909 BAKER RM 2                           13.838 METERS 27633     |
 QY0600| QY0604 SALMON SE BASE                      APPROX. 3.0 KM 3054618.8 |
 QY0600|---------------------------------------------------------------------|
 QY0600
 QY0600                          SUPERSEDED SURVEY CONTROL
 QY0600
 QY0600  NAD 83(1986)-  45 05 48.47896(N)    113 43 57.16160(W) AD(       ) 1
 QY0600  NAD 27      -  45 05 48.75400(N)    113 43 53.95200(W) AD(       ) 1
 QY0600  NGVD 29 (07/19/86) 1327.6    (m)         4356.     (f) VERT ANG       
 QY0600
 QY0600.Superseded values are not recommended for survey control.
 QY0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0600.See file dsdata.txt to determine how the superseded data were derived.
 QY0600
 QY0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ8499797337(NAD 83)
 QY0600_MARKER: DS = TRIANGULATION STATION DISK
 QY0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0600_STAMPING: BAKER 1945
 QY0600_MARK LOGO: CGS   
 QY0600_MAGNETIC: N = NO MAGNETIC MATERIAL
 QY0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0600+STABILITY: SURFACE MOTION
 QY0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0600+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1994
 QY0600
 QY0600  HISTORY     - Date     Condition        Report By
 QY0600  HISTORY     - 1945     MONUMENTED       CGS
 QY0600  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QY0600  HISTORY     - 19940713 POOR             IDDT
 QY0600
 QY0600                          STATION DESCRIPTION
 QY0600
 QY0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QY0600'THE STATION IS LOCATED 9.0 MILES SE OF SALMON AND 0.25 MILE
 QY0600'E OF THE SMALL VILLAGE OF BAKER, ON THE E SIDE OF STATE
 QY0600'HIGHWAY 28, AND 0.05 MILE NW OF THE CROSS ROADS WHERE HIGHWAY
 QY0600'TURNS RIGHT TO BAKER.  IT IS 5 FEET SW OF FENCE LINE, 45
 QY0600'FEET NE OF CENTER LINE OF HIGHWAY, AND ABOUT 10 FEET S OF
 QY0600'IRRIGATION DITCH.
 QY0600'
 QY0600'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED
 QY0600'BAKER 1945, AND PROJECTS 3 INCHES.  UNDERGROUND MARK IS A
 QY0600'BRONZE STATION DISK IN CONCRETE.
 QY0600'
 QY0600'REFERENCE MARK 1 IS SW OF THE STATION, 55 FEET SW OF THE
 QY0600'CENTER LINE OF HIGHWAY, 2 FEET N OF FENCE LINE, AND 3 FEET
 QY0600'SE OF GATE.  IT IS A BRONZE REFERENCE DISK IN CONCRETE,
 QY0600'STAMPED BAKER NO 1 1945, AND PROJECTS 2 INCHES.
 QY0600'
 QY0600'REFERENCE MARK 2 IS W OF THE STATION AND SET IN THE NW CORNER
 QY0600'OF THE CONCRETE CULVERT.  THE DISK IS STAMPED BAKER NO 2
 QY0600'1945 AND IS SET FLUSH WITH CONCRETE SURFACE.
 QY0600'
 QY0600'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 93
 QY0600'AND STATE HIGHWAY 28, WHICH IS ABOUT 0.4 MILE SE OF THE POST
 QY0600'OFFICE IN SALMON, GO SE ON HIGHWAY 28 FOR 9.35 MILES TO STATION
 QY0600'ON LEFT IN FENCE LINE AS DESCRIBED.
 QY0600
 QY0600                          STATION RECOVERY (1963)
 QY0600
 QY0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QY0600'STATION WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST
 QY0600'WAS PLACED 1 FOOT SOUTH OF THE STATION MARK.
 QY0600
 QY0600                          STATION RECOVERY (1994)
 QY0600
 QY0600'RECOVERY NOTE BY ID DEPT OF TRANSP 1994 (GDJ)
 QY0600'STATION WAS RECOVERED IN POOR CONDITION.  THE MARK RESTS ON THE EDGE
 QY0600'OF AN IRRIGATION DITCH AND DUE TO EROSION MOST OF THE CONCRETE IN THE
 QY0600'MONUMENT IS VISIBLE.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0556 ***********************************************************************
 QZ0556  DESIGNATION -  BAL
 QZ0556  PID         -  QZ0556
 QZ0556  STATE/COUNTY-  ID/LEMHI
 QZ0556  USGS QUAD   -  LEESBURG (1989)
 QZ0556
 QZ0556                         *CURRENT SURVEY CONTROL
 QZ0556  ___________________________________________________________________
 QZ0556* NAD 83(1992)-  45 08 43.18564(N)    114 00 28.81870(W)     ADJUSTED  
 QZ0556* NAVD 88     -      2789.2    (meters)    9151.     (feet)  VERTCON   
 QZ0556  ___________________________________________________________________
 QZ0556  LAPLACE CORR-          -7.43  (seconds)                    DEFLEC99
 QZ0556  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 QZ0556
 QZ0556  HORZ ORDER  -  FIRST
 QZ0556
 QZ0556.The horizontal coordinates were established by classical geodetic methods
 QZ0556.and adjusted by the National Geodetic Survey in July 1992..
 QZ0556
 QZ0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0556
 QZ0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0556
 QZ0556.The geoid height was determined by GEOID03.
 QZ0556
 QZ0556;                    North         East     Units Scale Factor Converg.
 QZ0556;SPC ID C     -   386,461.453   499,370.447   MT  0.99994737   -0 00 20.4
 QZ0556;UTM  11      - 5,003,450.575   735,217.656   MT  1.00028035   +2 07 19.2
 QZ0556;UTM  12      - 5,003,497.337   263,523.682   MT  1.00028765   -2 08 00.1
 QZ0556
 QZ0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0556!SPC ID C     -   0.99956490  x   0.99994737  =   0.99951230
 QZ0556!UTM  11      -   0.99956490  x   1.00028035  =   0.99984513
 QZ0556!UTM  12      -   0.99956490  x   1.00028765  =   0.99985243
 QZ0556
 QZ0556:                Primary Azimuth Mark                     Grid Az
 QZ0556:SPC ID C     -  SOUTH PYRAMID MOUNTAIN                   054 30 42.7
 QZ0556:UTM  11      -  SOUTH PYRAMID MOUNTAIN                   052 23 03.1
 QZ0556:UTM  12      -  SOUTH PYRAMID MOUNTAIN                   056 38 22.4
 QZ0556
 QZ0556|---------------------------------------------------------------------|
 QZ0556| PID    Reference Object                     Distance      Geod. Az  |
 QZ0556|                                                           dddmmss.s |
 QZ0556| QY0594 SOUTH PYRAMID MOUNTAIN              APPROX.31.8 KM 0543022.3 |
 QZ0556| QZ0557 BALDY                               102.809 METERS 23907     |
 QZ0556| QZ0558 BALDY MTN LOOKOUT CABIN             102.837 METERS 24116     |
 QZ0556| CH6347 BAL RM 1                              7.678 METERS 24708     |
 QZ0556| QZ0568 GANT MOUNTAIN LOOKOUT CABIN         APPROX.30.3 KM 2890959.4 |
 QZ0556| CH6348 BAL RM 2                              5.978 METERS 29801     |
 QZ0556| CH6346 BAL AZ MK                                          3061436.9 |
 QZ0556|---------------------------------------------------------------------|
 QZ0556
 QZ0556                          SUPERSEDED SURVEY CONTROL
 QZ0556
 QZ0556  NAD 83(1986)-  45 08 43.18454(N)    114 00 28.81499(W) AD(       ) 1
 QZ0556  NAD 27      -  45 08 43.47400(N)    114 00 25.56700(W) AD(       ) 1
 QZ0556  NGVD 29 (07/19/86) 2787.8    (m)         9146.     (f) VERT ANG       
 QZ0556
 QZ0556.Superseded values are not recommended for survey control.
 QZ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0556.See file dsdata.txt to determine how the superseded data were derived.
 QZ0556
 QZ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL3521803451(NAD 83)
 QZ0556_MARKER: Z = SEE DESCRIPTION
 QZ0556_SETTING: 0 = UNSPECIFIED SETTING
 QZ0556
 QZ0556  HISTORY     - Date     Condition        Report By
 QZ0556  HISTORY     - 1945     MONUMENTED       CGS
 QZ0556  HISTORY     - 1950     SEE DESCRIPTION  CGS
 QZ0556  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QZ0556  HISTORY     - 1957     SEE DESCRIPTION  CGS
 QZ0556
 QZ0556                          STATION DESCRIPTION
 QZ0556
 QZ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0556'THE STATION IS LOCATED 5-1/2 MILES SW OF SALMON, ON THE TOP OF
 QZ0556'BALDY PEAK, ON THE SECOND HIGHEST POINT, 337 FEET NE OF THE
 QZ0556'LOOKOUT CABIN WHICH IS ON HIGHEST POINT.  IT IS A BRONZE
 QZ0556'STATION DISK BRAZED TO THE TOP OF A 2-INCH IRON SOIL PIPE
 QZ0556'THAT PROJECTS ABOUT 2 INCHES.  IT IS STAMPED BAL 1945.
 QZ0556'
 QZ0556'UNDERGROUND MARK IS A BRONZE STATION DISK IN CONCRETE.
 QZ0556'
 QZ0556'REFERENCE MARK 1 IS WSW OF THE STATION, ON THE SW SLOPE,
 QZ0556'AND 312 FEET NE OF THE LOOKOUT CABIN.  THE BOULDER IN WHICH
 QZ0556'IT IS SET MEASURES 6 INCHES BY 2 FEET AND PROJECTS ABOUT 8
 QZ0556'INCHES.  IT IS A BRONZE REFERENCE DISK AND IS STAMPED BAL NO 1
 QZ0556'1945.
 QZ0556'
 QZ0556'REFERENCE MARK 2 IS WNW OF THE STATION, ON THE W SLOPE.  THE
 QZ0556'BOULDER IN WHICH IT IS SET HAS A 1-1/2 FOOT BY 1-FOOT EXPOSED,
 QZ0556'SURFACE AND IS FLUSH.  IT IS A BRONZE REFERENCE DISK AND IS
 QZ0556'STAMPED BAL NO 2 1945.
 QZ0556'
 QZ0556'BALDY (U.S.G.S.) IS SW OF THE STATION, 9 FEET N OF W CORNER
 QZ0556'OF LOOKOUT CABIN, AND 9 FEET W OF N CORNER.  IT IS A BRONZE
 QZ0556'U.S. GEOLOGICAL SURVEY BENCH-MARK DISK WEDGED IN A DRILL HOLE
 QZ0556'IN A 2-BY 3-FOOT BOULDER THAT IS FLUSH.  NO STAMPING ON DISK.
 QZ0556'A ROCK CAIRN 5 FEET HIGH WAS BUILT OVER THE DISK.
 QZ0556'
 QZ0556'THE AZIMUTH MARK IS LOCATED IN OUTCROPPING BEDROCK, ON THE
 QZ0556'FIRST BENCH NW OF THE STATION, ABOUT 75 FEET E OF THE HIGHEST
 QZ0556'POINT, 54 FEET SW OF A TELEPHONE POLE ALONG THE TRAIL.  POLE
 QZ0556'HAS AN ARROW AND AN A BLAZED ON IT, 5.6 FEET SSE OF A 2-FOOT
 QZ0556'ROCK CAIRN.  IT IS ON LINE WITH THE STATION AND THE ROCK
 QZ0556'CAIRN.  IT IS A BRONZE AZIMUTH DISK AND IS STAMPED BAL 1945.
 QZ0556'
 QZ0556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 93
 QZ0556'AND STATE HIGHWAY 28 IN SE SALMON, GO S FOR 5.3 MILES TO A
 QZ0556'GRAVEL ROAD RIGHT (W).  TURN RIGHT AS PER SIGN 10 COUGAR CAMP
 QZ0556'AND GO 13.9 MILES UP THE CANYON ON THE MAIN-TRAVELED ROAD TO
 QZ0556'A TRIPLE FORK.  TURN RIGHT ON THE EXTREME RIGHT FOREST ROAD
 QZ0556'AND GO 5.7 MILES TO A DIM TRAIL ROAD RIGHT AND A SIGN BALDY MTN.
 QZ0556'ON THE LEFT.  THIS IS THE END OF TRUCK TRAVEL.  FOLLOW TRAIL
 QZ0556'AS PER SIGN GOING N, THEN E, AND THEN SE TO THE TOP OF THE
 QZ0556'MOUNTAIN AND THE STATION.  PACK WILL REQUIRE ABOUT 1-1/2
 QZ0556'HOURS.
 QZ0556
 QZ0556                          STATION RECOVERY (1950)
 QZ0556
 QZ0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 QZ0556'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND
 QZ0556'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 QZ0556'
 QZ0556'STATION IS LOCATED 5-1/2 MILES SOUTHWEST OF SALMON ON THE
 QZ0556'SECOND HIGHEST POINT OF BALDY PEAK, 337 FEET NORTHEAST OF THE
 QZ0556'LOOKOUT CABIN WHICH IS ON THE HIGHEST POINT.  IT IS A
 QZ0556'STANDARD USC AND GS BRONZE DISK BRAZED TO THE TOP OF A 2-INCH
 QZ0556'IRON SOIL PIPE THAT PROJECTS ABOUT 2 INCHES.  IT IS STAMPED
 QZ0556'BAL 1945.
 QZ0556'
 QZ0556'REFERENCE MARK NO. 1 IS WEST SOUTHWEST OF THE STATION ON THE
 QZ0556'SOUTHWEST SLOPE, 312 FEET NORTHEAST OF THE LOOKOUT CABIN.  IT
 QZ0556'IS SET IN A 6-INCH BY 2-FOOT BOULDER PROJECTING ABOUT 8 INCHES.
 QZ0556'IT IS STAMPED BAL NO 1 1945.
 QZ0556'
 QZ0556'REFERENCE MARK NO. 2 IS WEST NORTHWEST OF THE STATION ON THE
 QZ0556'WEST SLOPE OF THE HILL AND IS SET IN A BOULDER FLUSH WITH THE
 QZ0556'GROUND WITH A 1 X 1-1/2 FOOT EXPOSED SURFACE.  IT IS STAMPED
 QZ0556'BAL NO 2 1945.
 QZ0556'
 QZ0556'BALDY (USGS) IS A STANDARD BRONZE U.S. GEOLOGICAL SURVEY BENCH
 QZ0556'MARK WEDGED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER THAT IS
 QZ0556'FLUSH WITH THE GROUND.  THE MARK IS UNSTAMPED.  A CAIRN THAT
 QZ0556'IS 5 FEET HIGH IS OVER THE MARK.
 QZ0556'
 QZ0556'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION,
 QZ0556'ABOUT 75 FEET EAST OF THE HIGHEST POINT, 54 FEET WEST SOUTHWEST
 QZ0556'OF A TELEPHONE POLE ALONG THE TRAIL, (POLE IS BLAZED WITH AN
 QZ0556'ARROW AND AN A) 5.6 FEET SOUTH SOUTHEAST OF A CAIRN.  IT IS
 QZ0556'STAMPED BAL 1945.
 QZ0556'
 QZ0556'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS U.S. 93
 QZ0556'AND STATE 28 IN SALMON GO SOUTHERLY FOR 5.3 MILES TO A GRAVEL
 QZ0556'ROAD RIGHT (WEST).  TURN RIGHT AS PER SIGN 10 COUGAR CAMP
 QZ0556'AND GO 13.9 MILES UP THE CANYON ON THE MAIN TRAVELED ROAD TO A
 QZ0556'TRIPLE FORK.  TURN RIGHT ON THE EXTREME RIGHT FOREST ROAD AND
 QZ0556'GO 5.7 MILES TO A DIM TRAIL ROAD RIGHT AND A SIGN BALDY MTN
 QZ0556'ON THE LEFT AND THE END OF TRUCK TRAVEL.  FOLLOW THE TRAIL
 QZ0556'AS PER SIGN, GOING NORTHERLY, THEN EASTERLY, THEN
 QZ0556'SOUTHEASTERLY TO THE TOP OF THE MOUNTAIN AND THE STATION.
 QZ0556'ABOUT A 1-1/2 HOUR PACK.
 QZ0556'
 QZ0556'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 QZ0556
 QZ0556                          STATION RECOVERY (1955)
 QZ0556
 QZ0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 QZ0556'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 QZ0556'GOOD CONDITION.  A DESCRIPTION WAS NOT AVAILABLE WHEN THE
 QZ0556'STATION WAS VISITED.  REFERENCE MARK NO. 2 WAS NOT FOUND AFTER
 QZ0556'A QUICK LOOK AROUND THE STATION SITE AND THE AZIMUTH MARK WAS
 QZ0556'NOT SEARCHED FOR.
 QZ0556'
 QZ0556'THE 1950 RECOVERY NOTE BY W.R.H. IS OBSOLETE AS THE LOOKOUT
 QZ0556'CABIN AND BALDY (USGS)HAVE BEEN DESTROYED AND THE TOP OF THE
 QZ0556'HIGHEST PEAK ON THE MOUNTAIN LEVELED BY A BULLDOZER.  A ROAD
 QZ0556'HAS BEEN BUILT TO THE TOP OF THE MOUNTAIN AND A RADIO TRANSMITTER
 QZ0556'STATION IS BEING CONSTRUCTED AT THE STATION SITE.  A NEW
 QZ0556'DESCRIPTION FOLLOWS--
 QZ0556'
 QZ0556'THE STATION IS LOCATED 5.5 MILES SOUTHWEST OF SALMON ON THE SECOND
 QZ0556'HIGHEST PEAK ON BALDY MOUNTAIN AND 40 FEET NORTHEAT OF THE
 QZ0556'IDAHO HIGHWAY DEPARTMENT RADIO TRANSMITTER BUILDING NORTH WALL.
 QZ0556'THE MARK IS A STANDARD DISK STAMPED BALL 1945, BRAZED TO THE TOP
 QZ0556'OF A 2 INCH SOIL PIPE PROJECTING 2 INCHES.
 QZ0556'
 QZ0556'REFERENCE MARK NO. 1 IS WEST SOUTHWEST OF THE STATION ON THE
 QZ0556'SOUTHWEST SLOPE AND 15 FEET NORTH OF THE NORTH WALL OF THE
 QZ0556'TRANSMITTER BUILDING.  A STANDARD DISK STAMPED BAL NO 1 1945
 QZ0556'SET IN THE TOP OF A 6 INCH BY 2 FOOT BOULDER PROJECTING 8 INCHES.
 QZ0556'
 QZ0556'REFERENCE MARK NO. 2 IS WEST NORTHWEST OF THE STATION ON
 QZ0556'THE WEST SLOPE OF THE HILL.  A STANDARD DISK STAMPED BAL NO
 QZ0556'2 1945 SET IN A BOULDER FLUSH WITH THE GROUND WITH A 1 X 1-1/2
 QZ0556'FT. EXPOSED SURFACE.  (THIS MARK WAS NOT SEARCHED FOR.)
 QZ0556'
 QZ0556'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTHWEST OF THE
 QZ0556'STATION, ABOUT 75 FEET EAST OF THE HIGHEST POINT, 54 FEET
 QZ0556'SOUTHWEST OF A TELEPHONE POLE ALONG THE TRAIL (POLE IS BLAZED
 QZ0556'WITH AN ARROW AND AN A), 5.6 FEET SOUTH SOUTHWEST OF A CAIRN.
 QZ0556'THE MARK IS STAMPED BAL 1945.  (THIS MARK WAS NOT SEARCHED FOR.)
 QZ0556'
 QZ0556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 93
 QZ0556'AND STATE HIGHWAY NO. 28 IN SALMON, GO SOUTH ON U.S. HIGHWAY
 QZ0556'NO. 93 FOR 5.3 MILES TO A GRADED ROAD RIGHT (WEST).  TURN
 QZ0556'RIGHT AND FOLLOW SIGNS COUGAR POINT CAMP AND WILLIAMS CREEK
 QZ0556'RD UP THE CANYON FOR 13.9 MILES TO A SUMMIT AND A CROSS ROAD.
 QZ0556'TURN HARD RIGHT ONTO MOOSE CREEK ROAD AND GO NORTHERLY FOR 5.7
 QZ0556'MILES TO A FORK RIGHT AND A SIGN BALDY MTN 2.  BEAR RIGHT
 QZ0556'AND GO NORTH AND EAST FOR 2.0 MILES TO A TRANSMITTER BUILDING
 QZ0556'ON THE NORTHERLY OF TWO PEAKS AND THE STATION SITE.
 QZ0556'
 QZ0556'THE CONSTRUCTION ENGINEER STATES THAT THE TOP OF THE TRANSMITTER
 QZ0556'BUILDING WILL BE 7 FEET HIGHER THAN THE STATION, WHICH WILL
 QZ0556'ALLOW A CLEAR HORIZON FROM A 10 FOOT STAND OVER THE MARK.
 QZ0556
 QZ0556                          STATION RECOVERY (1957)
 QZ0556
 QZ0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QZ0556'THE STATION, AZIMUTH, REFERENCE MARKS WERE RECOVERED AND
 QZ0556'FOUND TO BE IN GOOD CONDITION.  A ROAD NOW GOES TO THE TOP
 QZ0556'OF THE MOUNTAIN AND SOME RADIO BUILDINGS HAVE BEEN BUILT ON AND
 QZ0556'NEAR THE TOP.  THE LOOKOUT HOUSE HAS BEEN REMOVED AND BALDY
 QZ0556'(USGS) HAS BEEN GRADED OUT OF THE GROUND.  A COMPLETE
 QZ0556'DESCRIPTION FOLLOWS--
 QZ0556'
 QZ0556'THE STATION IS LOCATED NEAR THE TOP OF BALDY PEAK, AIRLINE ABOUT
 QZ0556'5 MILES SOUTHWEST OF SALMON AND 4 MILES WEST OF THE SALMON RIVER.
 QZ0556'
 QZ0556'TO REACH THE STATION FROM THE POST OFFICE IN SALMON GO SOUTHEAST
 QZ0556'0.4 MILE TO AN INTERSECTION.  TURN RIGHT ON U.S. HIGHWAY 93
 QZ0556'AND GO SOUTH 5.2 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 QZ0556'AS PER SIGN WILLIAMS CR. ROAD AND GO WEST 13.7 MILES TO A
 QZ0556'CROSS ROAD.  TURN RIGHT AND GO NORTH 5.1 MILES TO A CROSS ROAD.
 QZ0556'CONTINUE NORTH 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AS
 QZ0556'PER SIGN BALDY MTN. 2 AND GO NORTH, EAST, AND NORTH 2.5 MILES
 QZ0556'TO THE END OF THE ROAD AT THE TOP OF THE MOUNTAIN AND THE
 QZ0556'STATION.
 QZ0556'
 QZ0556'THE STATION MARK IS A STANDARD DISK STAMPED BAL 1945 BRAZED
 QZ0556'TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 1 FOOT ABOVE THE
 QZ0556'GROUND.  IT IS 35 FEET NORTHEAST OF THE EAST CORNER OF A SMALL
 QZ0556'CONCRETE BUILDING THAT IS THE NORTHERMOST ONE OF FOUR BUILDINGS
 QZ0556'SET ON TOP OF THE MOUNTAIN AND ABOUT 100 YARDS NORTHEAST OF AND
 QZ0556'ABOUT 10 FEET LOWER THAN THE HIGHEST POINT OF THE MOUNTAIN.
 QZ0556'
 QZ0556'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BAL NO 1
 QZ0556'1945 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 5
 QZ0556'INCHES ABOVE THE GROUND.  IT IS 18 INCHES LOWER THAN THE
 QZ0556'STATION.
 QZ0556'
 QZ0556'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BAL NO
 QZ0556'2 1945 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 QZ0556'1 INCH ABOVE THE GROUND.  IT IS 18 INCHES LOWER THAN THE STATION.
 QZ0556'
 QZ0556'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAL 1945 CEMENTED
 QZ0556'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4 INCHES
 QZ0556'ABOVE THE GROUND.  IT IS 22 FEET SOUTH OF A TRIANGULAR-BLAZED
 QZ0556'14-INCH PINE, 5 FEET SOUTHEAST OF A 2-FOOT CAIRN, AND 75 FEET
 QZ0556'EAST OF AND 7 FEET LOWER THAN THE HIGHEST POINT OF A ROCKY KNOLL.
 QZ0556'
 QZ0556'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH AND
 QZ0556'WEST ALONG THE ROAD 0.5 MILE TO A 2-FOOT CAIRN ON THE RIGHT.
 QZ0556'PACK NORTHEAST ABOUT 200 YARDS TO THE CREST OF A RIDGE.  TURN
 QZ0556'LEFT AND PACK NORTHWEST ALONG THE RIDGE ABOUT 300 YARDS TO A
 QZ0556'ROCKY KNOLL AND THE AZIMUTH MARK.
 QZ0556'
 QZ0556'HEIGHT OF STAND--1.23 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0016 ***********************************************************************
 RA0016  DESIGNATION -  BALD
 RA0016  PID         -  RA0016
 RA0016  STATE/COUNTY-  ID/IDAHO
 RA0016  USGS QUAD   -  WHITE BIRD HILL (1995)
 RA0016
 RA0016                         *CURRENT SURVEY CONTROL
 RA0016  ___________________________________________________________________
 RA0016* NAD 83(1992)-  45 50 22.65229(N)    116 14 40.75827(W)     ADJUSTED  
 RA0016* NAVD 88     -      1407.027  (meters)    4616.22   (feet)  ADJUSTED  
 RA0016  ___________________________________________________________________
 RA0016  LAPLACE CORR-           6.85  (seconds)                    DEFLEC99
 RA0016  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RA0016  DYNAMIC HT  -        1406.719 (meters)    4615.21  (feet)  COMP
 RA0016  MODELED GRAV-     980,346.1   (mgal)                       NAVD 88
 RA0016
 RA0016  HORZ ORDER  -  FIRST
 RA0016  VERT ORDER  -  SECOND    CLASS 0
 RA0016
 RA0016.The horizontal coordinates were established by classical geodetic methods
 RA0016.and adjusted by the National Geodetic Survey in July 1992..
 RA0016
 RA0016.The orthometric height was determined by differential leveling
 RA0016.and adjusted by the National Geodetic Survey in June 1991..
 RA0016
 RA0016.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0016
 RA0016.The geoid height was determined by GEOID03.
 RA0016
 RA0016.The dynamic height is computed by dividing the NAVD 88
 RA0016.geopotential number by the normal gravity value computed on the
 RA0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0016.degrees latitude (g = 980.6199 gals.).
 RA0016
 RA0016.The modeled gravity was interpolated from observed gravity values.
 RA0016
 RA0016;                    North         East     Units Scale Factor Converg.
 RA0016;SPC ID W     -   463,734.912   761,574.408   MT  0.99995148   -0 21 17.5
 RA0016;UTM  11      - 5,076,506.435   558,656.806   MT  0.99964230   +0 32 30.8
 RA0016
 RA0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0016!SPC ID W     -   0.99978199  x   0.99995148  =   0.99973348
 RA0016!UTM  11      -   0.99978199  x   0.99964230  =   0.99942437
 RA0016
 RA0016:                Primary Azimuth Mark                     Grid Az
 RA0016:SPC ID W     -  BALD AZ MK                               062 12 21.2
 RA0016:UTM  11      -  BALD AZ MK                               061 18 32.9
 RA0016
 RA0016|---------------------------------------------------------------------|
 RA0016| PID    Reference Object                     Distance      Geod. Az  |
 RA0016|                                                           dddmmss.s |
 RA0016| CH6349 BALD AZ MK                                         0615103.7 |
 RA0016| RA0017 BALD RM 1                            19.208 METERS 14602     |
 RA0016| CH6350 BALD RM 3                            30.443 METERS 18639     |
 RA0016| RA0018 BALD RM 2                            10.905 METERS 23406     |
 RA0016| RA1267 FENN CAMAS PRAIRIE RR WATER TK      APPROX.13.9 KM 3545038.8 |
 RA0016|---------------------------------------------------------------------|
 RA0016
 RA0016                          SUPERSEDED SURVEY CONTROL
 RA0016
 RA0016  NAD 83(1986)-  45 50 22.65343(N)    116 14 40.75692(W) AD(       ) 1
 RA0016  NAD 27      -  45 50 23.07512(N)    116 14 37.24251(W) AD(       ) 1
 RA0016  NGVD 29 (??/??/92) 1405.953  (m)         4612.70   (f) ADJ UNCH    2 0
 RA0016
 RA0016.Superseded values are not recommended for survey control.
 RA0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0016.See file dsdata.txt to determine how the superseded data were derived.
 RA0016
 RA0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5865776506(NAD 83)
 RA0016_MARKER: DR = REFERENCE MARK DISK
 RA0016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA0016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RA0016_STAMPING: BALD 1945
 RA0016_MARK LOGO: CGS   
 RA0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0016
 RA0016  HISTORY     - Date     Condition        Report By
 RA0016  HISTORY     - 1945     MONUMENTED       CGS
 RA0016  HISTORY     - 1958     GOOD             CGS
 RA0016  HISTORY     - 1965     GOOD             CGS
 RA0016  HISTORY     - 1965     GOOD             NGS
 RA0016  HISTORY     - 1982     GOOD             NGS
 RA0016
 RA0016                          STATION DESCRIPTION
 RA0016
 RA0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA0016'STATION IS LOCATED ABOUT 5.0 MILES SW OF GRANGEVILLE, 1.0 MILE NW OF
 RA0016'U.S. HIGHWAY 95, AND 55 FEET W OF A TELEPHONE POLE WITH A TRIANGULAR
 RA0016'BLAZE CUT INTO IT.  IT IS ON THE SUMMIT OF A BARREN HILL WITH
 RA0016'HIGHER ELEVATION TO THE NE.
 RA0016'
 RA0016'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY
 RA0016'13 IN GRANGEVILLE, GO S ON U.S. HIGHWAY 95 FOR 9.6 MILES TO THE
 RA0016'HIGHWAY SUMMIT AT THE HEAD OF WHITE BIRD HILL, TURN RIGHT (W) ONTO
 RA0016'A TRACK ROAD AND GO 0.05 MILE, PASS THROUGH A WIRE GATE AND GO 0.05
 RA0016'MILE, TAKE THE RIGHT FORK AND GO 0.85 MILE, PASSING THROUGH TWO
 RA0016'WIRE GATES ENROUTE, TO A SMALL CORRAL TO THE LEFT OF THE ROAD AND
 RA0016'THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK SW ABOUT 200 YARDS
 RA0016'TO A WIRE FENCE.  (THE STATION HILL IS VISIBLE ABOUT 0.5 MILE TO
 RA0016'THE SW.) CROSS OVER THE FENCE AND PACK ABOUT 0.4 MILE, CROSS
 RA0016'OVER A WIRE FENCE AND PACK SW UP THE STEEP HILLSIDE TO THE HIGH
 RA0016'GROUND AND THE STATION.  BY LETTING DOWN THE FENCES THIS
 RA0016'STATION CAN BE DRIVEN TO.
 RA0016'
 RA0016'STATION MARK IS A BRONZE STATION DISK BRAZED TO THE TOP OF A 3-INCH
 RA0016'CAST-IRON SOIL PIPE WHICH PROJECTS 7 INCHES.  DISK IS STAMPED BALD
 RA0016'1945.
 RA0016'
 RA0016'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP OF A
 RA0016'3-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 8 INCHES AND IS
 RA0016'STAMPED BALD NO 1 1945.  MARK IS AT THE SAME ELEVATION AS THE
 RA0016'STATION MARK.
 RA0016'
 RA0016'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP OF A
 RA0016'3-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 8 INCHES AND IS
 RA0016'STAMPED BALD NO 2 1945.  MARK IS AT THE SAME ELEVATION AS THE
 RA0016'STATION MARK.
 RA0016'
 RA0016'AZIMUTH MARK IS LOCATED ABOUT 0.25 MILE NE OF THE STATION AND 1 FOOT
 RA0016'S OF A WIRE FENCE.  IT IS A BRONZE AZIMUTH DISK BRAZED TO THE TOP OF
 RA0016'A 3-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 8 INCHES.  DISK
 RA0016'IS STAMPED BALD 1945.
 RA0016
 RA0016                          STATION RECOVERY (1958)
 RA0016
 RA0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 RA0016'REPORT OF BARTON, STODDARD, MILHOLLIN AND LUPTON, CONSULTING
 RA0016'ENGINEERS, 500 IDAHO STREET, BOISE, IDAHO, DATED DECEMBER 31, 1957.
 RA0016'
 RA0016'STATION AND AZIMUTH MARK RECOVERED AS DESCRIBED.
 RA0016
 RA0016                          STATION RECOVERY (1965)
 RA0016
 RA0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 RA0016'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 RA0016'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD
 RA0016'BEEN DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE ORIGINAL
 RA0016'TO REACH IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RA0016'
 RA0016'THE STATION IS 12 MILES SOUTHWEST OF GRANGEVILLE, 11 MILES NORTHEAST
 RA0016'OF WHITE BIRD AND 1/2 MILE WEST OF U.S. HIGHWAY 95 ON A GENTLY
 RA0016'ROUNDED HILL THAT IS FREE OF TREES IN PASTURE LAND OWNED BY MR.
 RA0016'JOHN SPENCER.  SEVERAL ANTENNAS AND A SMALL CINDER BLOCK BUILDING
 RA0016'ALSO OCCUPY THIS SUMMIT.
 RA0016'
 RA0016'TO REACH THE STATION FROM THE WHITE BIRD POST OFFICE GO NORTHEAST ON
 RA0016'U.S. HIGHWAY 95 FOR 9.6 MILES TO A SADDLE AND A DIRT ROAD LEFT, TURN
 RA0016'LEFT PASS THROUGH THE GATE, WHICH IS UNDER A POWER LINE, AND GO
 RA0016'NORTHWEST ON THE BLADED DIRT ROAD FOR 0.45 MILE TO A GATE PASS
 RA0016'THROUGH THE GATE AND CONTINUE NORTHWEST ON BLADED ROAD FOR 0.8
 RA0016'MILE TO A 3-WAY FORK, TAKE EXTREME RIGHT FORK AND GO EAST ON THE
 RA0016'TRACK ROAD FOR 0.7 MILE TO THE SUMMIT AND STATION JUST NORTH OF
 RA0016'THE CINDER BLOCK BUILDING.
 RA0016'
 RA0016'THE STATION MARK, STAMPED BALD 1945, IS A STANDARD DISK BRAZED TO THE
 RA0016'TOP OF A 3-INCH IRON PIPE THAT PROJECTS 6 INCHES.  IT IS 100 FEET
 RA0016'NORTH OF THE NORTHWEST CORNER OF THE CINDER BLOCK BUILDING, 52 FEET
 RA0016'SOUTHEAST OF A POWER POLE, 37 FEET NORTHWEST OF TELEPHONE POLE NO.
 RA0016'199 R/3 AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 RA0016'
 RA0016'REFERENCE MARK NO. 1, STAMPED BALD NO 1 1945, IS A STANDARD DISK
 RA0016'BRAZED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 8 INCHES, 62
 RA0016'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CINDER BLOCK
 RA0016'BUILDING, 40 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 199 R/3 AND
 RA0016'0.5 FOOT NORTH OF A METAL WITNESS POST.
 RA0016'
 RA0016'REFERENCE MARK NO. 3, STAMPED BALD NO 3 1945, IS A STANDARD DISK
 RA0016'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE
 RA0016'FOUNDATION FOR THE CINDER BLOCK BUILDING, 100 FEET SOUTH OF THE
 RA0016'WITNESS POST AND 10 FEET WEST-SOUTHWEST OF AN ANTENNA POLE WITH A
 RA0016'METER ON.
 RA0016'
 RA0016'DISTANCE BETWEEN R.M. 1 AND R.M. 3 IS 66.25 FEET.
 RA0016'
 RA0016'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ACROSS THE
 RA0016'PASTURE FOR 0.15 MILE TO A FENCE CORNER, THEN GO EAST ON THE SOUTH
 RA0016'SIDE OF THE FENCE FOR 0.2 MILE TO THE AZIMUTH MARK, WHICH IS 200
 RA0016'FEET EAST OF A POWER POLE IN THE FENCE LINE, 91 FEET SOUTH OF
 RA0016'TELEPHONE POLE 191, 5-1/2 FEET SOUTH OF AN EAST-WEST FENCE LINE
 RA0016'AND 0.5 FOOT WEST OF A METAL WITNESS POST.
 RA0016'
 RA0016'THE AZIMUTH MARK, STAMPED BALD 1945, IS A STANDARD DISK BRAZED TO THE
 RA0016'TOP OF A 3-INCH IRON PIPE THAT PROJECTS 8 INCHES.
 RA0016
 RA0016                          STATION RECOVERY (1965)
 RA0016
 RA0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 RA0016'10.85 MI N FROM WHITE BIRD.
 RA0016'REACHED FROM THE WHITE BIRD POST OFFICE BY GOING NORTH ON U.S. HIGHWAY
 RA0016'95 FOR 9.6 MILES TO A SADDLE AND A TRACK ROAD LEFT, TURN LEFT, PASS
 RA0016'THROUGH THE WIRE GATE THAT IS UNDER THE POWER LINE AND GO NORTHWEST ON
 RA0016'THE BLADED TRACK ROAD FOR 0.45 MILE TO A GATE, CONTINUE NORTHWEST AND
 RA0016'NORTH ON THE BLADED ROAD FOR 0.8 MILE TO A 3-WAY FORK, TAKE EXTREME
 RA0016'RIGHT FORK AND GO EAST ON TRACK ROAD FOR 0.7 MILE TO THE SUMMIT, A
 RA0016'CINDER BLOCK BUILDING AND THE BENCH MARK, A STANDARD TRIANGULATION
 RA0016'STATION MARK DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT
 RA0016'PROJECTS 8 INCHES.  IT IS 100 FEET NORTH OF THE NORTHWEST CORNER OF A
 RA0016'CINDER BLOCK BUILDING HOUSING RADIO EQUIPMENT, 52 FEET SOUTHEAST OF A
 RA0016'POWER POLE, 37 FEET NORTHWEST OF TELEPHONE POLE NO. 199 R/3 AND 1 1/2
 RA0016'FEET EAST OF A METAL WITNESS POST.  NOTE-- THE LAND IS OWNED BY MR.
 RA0016'JOHN SPENCER.
 RA0016
 RA0016                          STATION RECOVERY (1982)
 RA0016
 RA0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0016'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 RA0016'FOLLOWS.  14.85 KM (9.3 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE
 RA0016'T-JUNCTION OF STATE HIGHWAY 13 IN GRANGEVILLE, THENCE 2.1 KM (1.3 MI)
 RA0016'NORTH ALONG TRUBLOOD LANE, THENCE 1.0 KM (0.65 MI) EAST ALONG A TRACK
 RA0016'ROAD TO AN 8-BY 8-FOOT CINDERBLOCK BUILDING AT THE SUMMIT OF A
 RA0016'GRASS-COVERED MOUNTAIN, 31.0 METERS (101.5 FT) NORTH OF THE NORTHEAST
 RA0016'CORNER OF THE BUILDING, 15.5 METERS (51 FT) SOUTH-SOUTHEAST OF THE
 RA0016'POWER POLE NORTH OF THE BUILDING, 19.3 METERS (63.5 FT) NORTHWEST OF
 RA0016'RM 1, PROJECTS 25 CM ABOVE THE GROUND.
 RA0016'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RA0016'THE MARK IS 0.2 M ABOVE THE BUILDING FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0992 ***********************************************************************
 RY0992  DESIGNATION -  BALD 2 ET
 RY0992  PID         -  RY0992
 RY0992  STATE/COUNTY-  ID/CLEARWATER
 RY0992  USGS QUAD   -  WHISKEY BUTTE (1994)
 RY0992
 RY0992                         *CURRENT SURVEY CONTROL
 RY0992  ___________________________________________________________________
 RY0992* NAD 83(1992)-  46 34 30.90740(N)    115 53 56.45614(W)     ADJUSTED  
 RY0992* NAVD 88     -      1541.4    (meters)    5057.     (feet)  VERTCON   
 RY0992  ___________________________________________________________________
 RY0992  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 RY0992  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 RY0992
 RY0992  HORZ ORDER  -  THIRD
 RY0992
 RY0992.The horizontal coordinates were established by classical geodetic methods
 RY0992.and adjusted by the National Geodetic Survey in July 1992..
 RY0992
 RY0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0992
 RY0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0992
 RY0992.The geoid height was determined by GEOID03.
 RY0992
 RY0992;                    North         East     Units Scale Factor Converg.
 RY0992;SPC ID W     -   545,390.079   788,577.730   MT  0.99993494   -0 06 29.6
 RY0992;UTM  11      - 5,158,553.897   584,363.709   MT  0.99968748   +0 47 58.8
 RY0992
 RY0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0992!SPC ID W     -   0.99976102  x   0.99993494  =   0.99969598
 RY0992!UTM  11      -   0.99976102  x   0.99968748  =   0.99944858
 RY0992
 RY0992:                Primary Azimuth Mark                     Grid Az
 RY0992:SPC ID W     -  ORO ET                                   189 38 28.1
 RY0992:UTM  11      -  ORO ET                                   188 43 59.7
 RY0992
 RY0992|---------------------------------------------------------------------|
 RY0992| PID    Reference Object                     Distance      Geod. Az  |
 RY0992|                                                           dddmmss.s |
 RY0992| RY0968 ORO ET                              APPROX.11.5 KM 1893158.5 |
 RY0992| CH6353 BALD 2 ET RM 1                        3.734 METERS 20152     |
 RY0992| CH6354 BALD RM 4                            37.039 METERS 29009     |
 RY0992|---------------------------------------------------------------------|
 RY0992
 RY0992                          SUPERSEDED SURVEY CONTROL
 RY0992
 RY0992  NAD 83(1986)-  46 34 30.91211(N)    115 53 56.45333(W) AD(       ) 3
 RY0992  NAD 27      -  46 34 31.25131(N)    115 53 52.94511(W) AD(       ) 3
 RY0992  NGVD 29 (07/19/86) 1540.3    (m)         5053.     (f) VERT ANG       
 RY0992
 RY0992.Superseded values are not recommended for survey control.
 RY0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0992.See file dsdata.txt to determine how the superseded data were derived.
 RY0992
 RY0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM8436458554(NAD 83)
 RY0992_MARKER: DD = SURVEY DISK
 RY0992_SETTING: 66 = SET IN ROCK OUTCROP
 RY0992
 RY0992  HISTORY     - Date     Condition        Report By
 RY0992  HISTORY     - 1964     MONUMENTED       USGS
 RY0992  HISTORY     - 1975     GOOD             USGS
 RY0992
 RY0992                          STATION DESCRIPTION
 RY0992
 RY0992'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0992'LOCATED NOT GIVEN.
 RY0992'
 RY0992'TO REACH FROM PIERCE LIBRARY, DRIVE 6.1 MI N. ON RD. TO
 RY0992'HEADQUARTERS.  TURN LEFT 1.3 MI W.  TURN LEFT 4.9 MI S. TO LOT AND
 RY0992'STATION.
 RY0992'
 RY0992'STATION MARK--STANDARD TABLET STAMPED---BALD NO 2 ET 1964---, SET
 RY0992'IN ROCK OUTCROP.
 RY0992'
 RY0992'RM 1--STANDARD RM TABLET STAMPED---NO 1 1964---, SET IN ROCK
 RY0992'OUTCROP.
 RY0992'
 RY0992'RM 4--NGS RM DISK STAMPED---BALD USGS NO 4 1933 1959---, IN
 RY0992'SOUTHWEST CONCRETE PIER UNDER LOT.
 RY0992
 RY0992                          STATION RECOVERY (1975)
 RY0992
 RY0992'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RY0992'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0930 ***********************************************************************
 TO0930  DESIGNATION -  BALD EAGLE LOOKOUT
 TO0930  PID         -  TO0930
 TO0930  STATE/COUNTY-  ID/BOUNDARY
 TO0930  USGS QUAD   -  TWENTYMILE CREEK (1996)
 TO0930
 TO0930                         *CURRENT SURVEY CONTROL
 TO0930  ___________________________________________________________________
 TO0930* NAD 83(1992)-  48 30 42.52455(N)    116 15 03.69692(W)     ADJUSTED  
 TO0930* NAVD 88     -      1873.7    (meters)    6147.     (feet)  VERTCON   
 TO0930  ___________________________________________________________________
 TO0930  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 TO0930  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TO0930
 TO0930  HORZ ORDER  -  THIRD
 TO0930
 TO0930.The horizontal coordinates were established by classical geodetic methods
 TO0930.and adjusted by the National Geodetic Survey in July 1992..
 TO0930
 TO0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0930
 TO0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0930
 TO0930.The geoid height was determined by GEOID03.
 TO0930
 TO0930;                    North         East     Units Scale Factor Converg.
 TO0930;SPC ID W     -   760,795.716   762,984.532   MT  0.99995016   -0 22 31.2
 TO0930;UTM  11      - 5,373,459.423   555,314.980   MT  0.99963759   +0 33 39.8
 TO0930
 TO0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0930!SPC ID W     -   0.99970898  x   0.99995016  =   0.99965915
 TO0930!UTM  11      -   0.99970898  x   0.99963759  =   0.99934667
 TO0930
 TO0930                          SUPERSEDED SURVEY CONTROL
 TO0930
 TO0930  NAD 83(1986)-  48 30 42.53374(N)    116 15 03.69268(W) AD(       ) 3
 TO0930  NAD 27      -  48 30 42.76845(N)    116 15 00.02474(W) AD(       ) 3
 TO0930  NGVD 29 (07/19/86) 1872.4    (m)         6143.     (f) VERT ANG       
 TO0930
 TO0930.Superseded values are not recommended for survey control.
 TO0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0930.See file dsdata.txt to determine how the superseded data were derived.
 TO0930
 TO0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5531573459(NAD 83)
 TO0930
 TO0930  HISTORY     - Date     Condition        Report By
 TO0930  HISTORY     - UNK      MONUMENTED       USGS
 TO0930  HISTORY     - 1949     GOOD             USGS
 TO0930
 TO0930                          STATION DESCRIPTION
 TO0930
 TO0930'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 TO0930'STATION MARK--CENTER OF BALD EAGLE LOT.
 TO0930'
 TO0930'A NO-CHECK DETERMINATION BY NGS.
 TO0930'
 TO0930'THE USGS DETERMINATION SHOULD BE USED FOR THIS STATION IN LIEU OF THE
 TO0930'NGS NO-CHECK POSITIONING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0988 ***********************************************************************
 RY0988  DESIGNATION -  BALD LOOKOUT TOWER CENTER
 RY0988  PID         -  RY0988
 RY0988  STATE/COUNTY-  ID/CLEARWATER
 RY0988  USGS QUAD   -  WHISKEY BUTTE (1994)
 RY0988
 RY0988                         *CURRENT SURVEY CONTROL
 RY0988  ___________________________________________________________________
 RY0988* NAD 83(1992)-  46 34 31.39736(N)    115 53 57.94850(W)     ADJUSTED  
 RY0988* NAVD 88     -      1541.     (meters)    5056.     (feet)  SCALED    
 RY0988  ___________________________________________________________________
 RY0988  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 RY0988  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 RY0988
 RY0988  HORZ ORDER  -  THIRD
 RY0988
 RY0988.The horizontal coordinates were established by classical geodetic methods
 RY0988.and adjusted by the National Geodetic Survey in July 1992..
 RY0988
 RY0988.The orthometric height was scaled from a topographic map.
 RY0988
 RY0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0988
 RY0988.The geoid height was determined by GEOID03.
 RY0988
 RY0988;                    North         East     Units Scale Factor Converg.
 RY0988;SPC ID W     -   545,405.268   788,545.983   MT  0.99993495   -0 06 30.7
 RY0988;UTM  11      - 5,158,568.576   584,331.734   MT  0.99968742   +0 47 57.7
 RY0988
 RY0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0988!SPC ID W     -   0.99976107  x   0.99993495  =   0.99969603
 RY0988!UTM  11      -   0.99976107  x   0.99968742  =   0.99944856
 RY0988
 RY0988                          SUPERSEDED SURVEY CONTROL
 RY0988
 RY0988  NAD 83(1986)-  46 34 31.40263(N)    115 53 57.94591(W) AD(       ) 4
 RY0988  NAD 27      -  46 34 31.72900(N)    115 53 54.42200(W) AD(       ) 3
 RY0988
 RY0988.Superseded values are not recommended for survey control.
 RY0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0988.See file dsdata.txt to determine how the superseded data were derived.
 RY0988
 RY0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM8433258569(NAD 83)
 RY0988
 RY0988  HISTORY     - Date     Condition        Report By
 RY0988  HISTORY     - 1933     MONUMENTED       CGS
 RY0988  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RY0988
 RY0988                          STATION DESCRIPTION
 RY0988
 RY0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0988'THIS STATION WAS LOCATED IN 1935 AND WAS NOT DESCRIBED.  FOLLOWING
 RY0988'IS A COMPLETE DESCRIPTION.  THE STATION IS THE CENTER OF
 RY0988'THE BASE OF THE LOOKOUT TOWER.  THE TOWER PROPER IS A WOOD
 RY0988'CABIN SUPPORTED BY FOUR POLE LEGS, UNPAINTED WITH AN OVERALL
 RY0988'HEIGHT OF 64 FEET.  IT IS ABOUT 16-1/2 MILES EAST AND 6-1/2
 RY0988'MILES NORTH OF OROFINO, 6 MILES SOUTH AND 5 MILES WEST OF
 RY0988'PIERCE, 1-1/4 MILES SOUTHWEST OF SNAKE CREEK AND IS ON THE
 RY0988'HIGHEST POINT OF BALD MOUNTAIN ELEVATION 5,036 FEET.  NEAR
 RY0988'THE EAST SIDE CENTER OF THE SOUTHWEST 1/4 OF SECTION 1, T 37
 RY0988'N, R 4 E.  A TRAVERSE CONNECTION WAS MADE TO THE DETERMINED
 RY0988'CENTER OF THE BASE OF THE TOWER FROM TRIANGULATION STATION
 RY0988'BALD USGS 1933 1959, THE DISTANCE BEING 48.82 FEET OR
 RY0988'14.880 METERS WEST.  THE LOOKOUT TOWER REFERRED TO IN
 RY0988'1933 HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0931 ***********************************************************************
 RY0931  DESIGNATION -  BALD MTN
 RY0931  PID         -  RY0931
 RY0931  STATE/COUNTY-  ID/IDAHO
 RY0931  USGS QUAD   -  HOLLY CREEK (1994)
 RY0931
 RY0931                         *CURRENT SURVEY CONTROL
 RY0931  ___________________________________________________________________
 RY0931* NAD 83(1992)-  46 27 16.39365(N)    115 14 33.43880(W)     ADJUSTED  
 RY0931* NAVD 88     -      1990.42   (+/-2cm)    6530.2    (feet)  VERTCON   
 RY0931  ___________________________________________________________________
 RY0931  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 RY0931  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 RY0931
 RY0931  HORZ ORDER  -  THIRD
 RY0931  VERT ORDER  -  THIRD ? (See Below)
 RY0931
 RY0931.The horizontal coordinates were established by classical geodetic methods
 RY0931.and adjusted by the National Geodetic Survey in July 1992..
 RY0931
 RY0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0931.The vertical order pertains to the NGVD 29 superseded value.
 RY0931
 RY0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0931
 RY0931.The geoid height was determined by GEOID03.
 RY0931
 RY0931;                    North         East     Units Scale Factor Converg.
 RY0931;SPC ID W     -   532,088.294   838,977.474   MT  0.99995200   +0 22 04.0
 RY0931;UTM  11      - 5,146,053.975   634,958.205   MT  0.99982389   +1 16 26.4
 RY0931
 RY0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0931!SPC ID W     -   0.99969052  x   0.99995200  =   0.99964254
 RY0931!UTM  11      -   0.99969052  x   0.99982389  =   0.99951447
 RY0931
 RY0931:                Primary Azimuth Mark                     Grid Az
 RY0931:SPC ID W     -  CASTLE BUTTE                             142 09 16.9
 RY0931:UTM  11      -  CASTLE BUTTE                             141 14 54.5
 RY0931
 RY0931|---------------------------------------------------------------------|
 RY0931| PID    Reference Object                     Distance      Geod. Az  |
 RY0931|                                                           dddmmss.s |
 RY0931| RY0932 CASTLE BUTTE                        APPROX. 2.9 KM 1423120.9 |
 RY0931|---------------------------------------------------------------------|
 RY0931
 RY0931                          SUPERSEDED SURVEY CONTROL
 RY0931
 RY0931  NAD 83(1986)-  46 27 16.40101(N)    115 14 33.43846(W) AD(       ) 3
 RY0931  NAD 27      -  46 27 16.70168(N)    115 14 29.97927(W) AD(       ) 3
 RY0931  NGVD 29 (07/19/86) 1989.20   (m)         6526.2    (f) LEVELING    3  
 RY0931
 RY0931.Superseded values are not recommended for survey control.
 RY0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0931.See file dsdata.txt to determine how the superseded data were derived.
 RY0931
 RY0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM3495846054(NAD 83)
 RY0931_MARKER: DD = SURVEY DISK
 RY0931_SETTING: 66 = SET IN ROCK OUTCROP
 RY0931_SP_SET: SET IN ROCK OUTCROP
 RY0931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0931+STABILITY: POSITION/ELEVATION WELL
 RY0931
 RY0931  HISTORY     - Date     Condition        Report By
 RY0931  HISTORY     - 1911     MONUMENTED       USGS
 RY0931
 RY0931                          STATION DESCRIPTION
 RY0931
 RY0931'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 RY0931'LOCATED 28 MI. NNW. OF MOOSE CREEK RANGER STATION, ABOUT 27 MI.
 RY0931'E. OF PIERCE, 26 MI. W. OF POWELL RANGER STATION, ON A TOP WHICH IS
 RY0931'BARE ON ITS S. SIDE.
 RY0931'
 RY0931'TO REACH FROM LOCHSA WORK CENTER ON HIGHWAY 12, GO NE. ALONG
 RY0931'LOCHSA RIVER ON HIGHWAY 12 FOR 19.2 MI. TO JUNCTION WITH INDIAN
 RY0931'GRAVE RD., TURN LEFT (N.) ON INDIAN GRAVE RD. FOR 8.6 MI. TO JUNCTION
 RY0931'WITH LOLO TRAIL RD., TURN LEFT (W.) ON THIS RD. AND GO 11.5 MI.
 RY0931'(PAST SADDLE CAMP, 12-MI. SADDLE INDIAN GRAVE L.O. FORK) AND
 RY0931'CASTLE BUTTE L.O.H. FORK, TO SIGN --BALD MTN. CREEK-- AND APPARENT
 RY0931'HIGH POINT OF RD. AND END OF TRUCK TRAVEL.  PACK UPHILL FOR 0.3 MI.
 RY0931'TO TOP AND STATION MARK.
 RY0931'
 RY0931'STATION MARK--A USGS BENCH MARK STAMPED---6528 B 1911 32 BALD MTN
 RY0931'1966--- SET IN A ROCK IN PLACE.
 RY0931'
 RY0931'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED---RM NO 1 1966---
 RY0931'SET IN ROCK IN PLACE, 33.49 FT. FROM STATION MARK,
 RY0931'S 60 DEG 41 MIN W.
 RY0931'
 RY0931'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED---RM NO 2 1966---
 RY0931'SET IN ROCK IN PLACE, 19.98 FT. FROM STATION MARK,
 RY0931'S 67 DEG 34 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0892 ***********************************************************************
 OZ0892  DESIGNATION -  BALD MTN
 OZ0892  PID         -  OZ0892
 OZ0892  STATE/COUNTY-  ID/ELMORE
 OZ0892  USGS QUAD   -  CAYUSE POINT (1964)
 OZ0892
 OZ0892                         *CURRENT SURVEY CONTROL
 OZ0892  ___________________________________________________________________
 OZ0892* NAD 83(1992)-  43 44 42.73052(N)    115 13 41.24943(W)     ADJUSTED  
 OZ0892* NAVD 88     -      2855.9    (meters)    9370.     (feet)  VERTCON   
 OZ0892  ___________________________________________________________________
 OZ0892  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 OZ0892  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 OZ0892
 OZ0892  HORZ ORDER  -  THIRD
 OZ0892
 OZ0892.The horizontal coordinates were established by classical geodetic methods
 OZ0892.and adjusted by the National Geodetic Survey in July 1992..
 OZ0892
 OZ0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0892
 OZ0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0892
 OZ0892.The geoid height was determined by GEOID03.
 OZ0892
 OZ0892;                    North         East     Units Scale Factor Converg.
 OZ0892;SPC ID W     -   231,015.372   842,033.558   MT  0.99995506   +0 21 39.1
 OZ0892;UTM  11      - 4,845,099.303   642,666.079   MT  0.99985035   +1 13 31.3
 OZ0892
 OZ0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0892!SPC ID W     -   0.99955456  x   0.99995506  =   0.99950964
 OZ0892!UTM  11      -   0.99955456  x   0.99985035  =   0.99940498
 OZ0892
 OZ0892:                Primary Azimuth Mark                     Grid Az
 OZ0892:SPC ID W     -  STEEL                                    270 50 09.9
 OZ0892:UTM  11      -  STEEL                                    269 58 17.7
 OZ0892
 OZ0892|---------------------------------------------------------------------|
 OZ0892| PID    Reference Object                     Distance      Geod. Az  |
 OZ0892|                                                           dddmmss.s |
 OZ0892| OZ0989 STEEL                               APPROX. 7.2 KM 2711149.0 |
 OZ0892|---------------------------------------------------------------------|
 OZ0892
 OZ0892                          SUPERSEDED SURVEY CONTROL
 OZ0892
 OZ0892  NAD 83(1986)-  43 44 42.73065(N)    115 13 41.24577(W) AD(       ) 3
 OZ0892  NGVD 29 (02/23/89) 2854.6    (m)         9365.     (f) VERT ANG       
 OZ0892
 OZ0892.Superseded values are not recommended for survey control.
 OZ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0892.See file dsdata.txt to determine how the superseded data were derived.
 OZ0892
 OZ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ4266645099(NAD 83)
 OZ0892_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ0892_SETTING: 0 = UNSPECIFIED SETTING
 OZ0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0892
 OZ0892  HISTORY     - Date     Condition        Report By
 OZ0892  HISTORY     - 1927     MONUMENTED       USFS
 OZ0892  HISTORY     - 1972     GOOD             USGS
 OZ0892
 OZ0892                          STATION DESCRIPTION
 OZ0892
 OZ0892'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 OZ0892'LOCATED ABOUT 9.6 MI. (AIRLINE) N. OF FEATHERVILLE, 5.2 MI. SE. OF
 OZ0892'THE CONFLUENCE OF JAMES CREEK AND YUBA CREEK, 5 MI. NE. OF ROCKY BAR,
 OZ0892'ON A BALD-TOPPED PEAK WITH A CIRQUE CONTAINING A LAKE ON THE NE. SIDE.
 OZ0892'
 OZ0892'STATION REACHED BY HELICOPTER.
 OZ0892'
 OZ0892'STATION MARK--STANDARD USFS TABLET STAMPED---2 5-10 BALD MT 1927---,
 OZ0892'SET IN ROCK OUTCROP AT HIGHEST POINT.
 OZ0892'
 OZ0892'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0716 ***********************************************************************
 QA0716  DESIGNATION -  BALD MTN CAIRN
 QA0716  PID         -  QA0716
 QA0716  STATE/COUNTY-  ID/CUSTER
 QA0716  USGS QUAD   -  BALD MOUNTAIN (1963)
 QA0716
 QA0716                         *CURRENT SURVEY CONTROL
 QA0716  ___________________________________________________________________
 QA0716* NAD 83(1992)-  44 22 01.90633(N)    114 20 38.80605(W)     ADJUSTED  
 QA0716* NAVD 88     -      3145.     (meters)   10318.     (feet)  SCALED    
 QA0716  ___________________________________________________________________
 QA0716  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 QA0716  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 QA0716
 QA0716  HORZ ORDER  -  THIRD
 QA0716
 QA0716.The horizontal coordinates were established by classical geodetic methods
 QA0716.and adjusted by the National Geodetic Survey in July 1992..
 QA0716
 QA0716.The orthometric height was scaled from a topographic map.
 QA0716
 QA0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0716
 QA0716.The geoid height was determined by GEOID03.
 QA0716
 QA0716;                    North         East     Units Scale Factor Converg.
 QA0716;SPC ID C     -   300,051.953   472,572.251   MT  0.99995662   -0 14 26.2
 QA0716;UTM  11      - 4,916,088.682   711,617.545   MT  1.00015076   +1 51 28.2
 QA0716
 QA0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0716!SPC ID C     -   0.99950896  x   0.99995662  =   0.99946560
 QA0716!UTM  11      -   0.99950896  x   1.00015076  =   0.99965964
 QA0716
 QA0716                          SUPERSEDED SURVEY CONTROL
 QA0716
 QA0716  NAD 83(1986)-  44 22 01.90499(N)    114 20 38.80034(W) AD(       ) 4
 QA0716  NAD 27      -  44 22 02.19300(N)    114 20 35.56600(W) AD(       ) 3
 QA0716
 QA0716.Superseded values are not recommended for survey control.
 QA0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0716.See file dsdata.txt to determine how the superseded data were derived.
 QA0716
 QA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK1161816089(NAD 83)
 QA0716
 QA0716  HISTORY     - Date     Condition        Report By
 QA0716  HISTORY     - 1957     MONUMENTED       CGS
 QA0716
 QA0716                          STATION DESCRIPTION
 QA0716
 QA0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0716'THE STATION IS LOCATED ABOUT 11 MILES SOUTH SOUTHWEST OF
 QA0716'CHALLIS, 4 MILES WEST OF THE SALMON RIVER AND 4 MILES SOUTH
 QA0716'OF RAMSHORN MOUNTAIN, ON THE HIGHEST PART OF BALD MOUNTAIN.
 QA0716'
 QA0716'THE U.S. GEOLOGICAL SURVEY CAIRN IS ABOUT 4 FEET IN DIAMETER,
 QA0716'4 FEET HIGH WITH AN 8 FOOT POLE AND 1 BY 4 CROSS ARMS AT THE
 QA0716'TOP CENTERED IN THE CAIRN.  THE CENTER OF THE POLE WAS TRAVERSED
 QA0716'TO RAM 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1524 ***********************************************************************
 SV1524  DESIGNATION -  BALD MTN LOT
 SV1524  PID         -  SV1524
 SV1524  STATE/COUNTY-  ID/LATAH
 SV1524  USGS QUAD   -  EMIDA (1994)
 SV1524
 SV1524                         *CURRENT SURVEY CONTROL
 SV1524  ___________________________________________________________________
 SV1524* NAD 83(1992)-  47 01 55.03387(N)    116 34 19.34580(W)     ADJUSTED  
 SV1524* NAVD 88     -      1627.0    (meters)    5338.     (feet)  VERTCON   
 SV1524  ___________________________________________________________________
 SV1524  LAPLACE CORR-           7.01  (seconds)                    DEFLEC99
 SV1524  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 SV1524
 SV1524  HORZ ORDER  -  THIRD
 SV1524
 SV1524.The horizontal coordinates were established by classical geodetic methods
 SV1524.and adjusted by the National Geodetic Survey in July 1992..
 SV1524
 SV1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1524
 SV1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1524
 SV1524.The geoid height was determined by GEOID03.
 SV1524
 SV1524;                    North         East     Units Scale Factor Converg.
 SV1524;SPC ID W     -   596,474.059   737,520.488   MT  0.99998129   -0 36 05.5
 SV1524;UTM  11      - 5,208,803.897   532,516.444   MT  0.99961299   +0 18 47.4
 SV1524
 SV1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1524!SPC ID W     -   0.99974777  x   0.99998129  =   0.99972906
 SV1524!UTM  11      -   0.99974777  x   0.99961299  =   0.99936086
 SV1524
 SV1524|---------------------------------------------------------------------|
 SV1524| PID    Reference Object                     Distance      Geod. Az  |
 SV1524|                                                           dddmmss.s |
 SV1524| CH6352 BALD MTN LOT RM 2                     4.390 METERS 01107     |
 SV1524| RZ1870 EAST GOLD                           APPROX.16.9 KM 2484533.9 |
 SV1524| CH6351 BALD MTN LOT RM 1                     4.430 METERS 28105     |
 SV1524|---------------------------------------------------------------------|
 SV1524
 SV1524                          SUPERSEDED SURVEY CONTROL
 SV1524
 SV1524  NAD 83(1986)-  47 01 55.03815(N)    116 34 19.33909(W) AD(       ) 3
 SV1524  NAD 27      -  47 01 55.35245(N)    116 34 15.77918(W) AD(       ) 3
 SV1524  NGVD 29 (07/19/86) 1625.8    (m)         5334.     (f) VERT ANG       
 SV1524
 SV1524.Superseded values are not recommended for survey control.
 SV1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1524.See file dsdata.txt to determine how the superseded data were derived.
 SV1524
 SV1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3251608804(NAD 83)
 SV1524_MARKER: DD = SURVEY DISK
 SV1524_SETTING: 0 = UNSPECIFIED SETTING
 SV1524
 SV1524  HISTORY     - Date     Condition        Report By
 SV1524  HISTORY     - 1956     MONUMENTED       USGS
 SV1524  HISTORY     - 1959     GOOD             USGS
 SV1524
 SV1524                          STATION DESCRIPTION
 SV1524
 SV1524'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV1524'LOCATED ABOUT 5.5 MI S. AND 1 MI E. OF EMIDA.  ON BALD MOUNTAIN.
 SV1524'
 SV1524'TO REACH FROM EMIDA POST OFFICE, DRIVE 5.4 MI S. ON U.S. HWY. 95A
 SV1524'TO RD. INTERSECTION IN SADDLE.  TURN LEFT 0.2 MI TO RD. FORKS.
 SV1524'TAKE RIGHT FORK 2.9 MI TO RD. FORKS.  TAKE RIGHT FORK 0.6 MI TO
 SV1524'RD. FORKS.  TAKE LEFT FORK 0.3 MI TO RD. FORKS.  TAKE LEFT FORK 0.2
 SV1524'MI TO RD. FORKS.  TAKE LEFT FORK 0.4 MI TO RD. FORKS.  TAKE RIGHT
 SV1524'FORK 0.3 MI TO RD. FORKS.  TAKE CENTER OF THREE RDS. 1.0 MI TO RD.
 SV1524'FORKS.  TURN SHARP RIGHT 1.1 MI TO STATION.
 SV1524'
 SV1524'STATION MARK--STANDARD TABLET STAMPED---BALD MTN LOT 1956---, IN
 SV1524'STOVEPIPE FILLED WITH CONCRETE ABOUT 0.5 FT ABOVE GROUND UNDER
 SV1524'CENTER OF LOT.
 SV1524'
 SV1524'RM 1--STANDARD RM TABLET STAMPED---NO 1 1956---, CEMENTED IN
 SV1524'CONCRETE PIER AT NORTHWEST CORNER OF LOT.
 SV1524'
 SV1524'RM 2--COPPER NAIL AND WASHER CEMENTED IN CONCRETE PIER AT
 SV1524'NORTHEAST CORNER OF LOT.
 SV1524
 SV1524                          STATION RECOVERY (1959)
 SV1524
 SV1524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 SV1524'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0989 ***********************************************************************
 RY0989  DESIGNATION -  BALD RESET
 RY0989  PID         -  RY0989
 RY0989  STATE/COUNTY-  ID/CLEARWATER
 RY0989  USGS QUAD   -  WHISKEY BUTTE (1994)
 RY0989
 RY0989                         *CURRENT SURVEY CONTROL
 RY0989  ___________________________________________________________________
 RY0989* NAD 83(1992)-  46 34 31.48755(N)    115 53 57.26204(W)     ADJUSTED  
 RY0989* NAVD 88     -      1541.2    (meters)    5056.     (feet)  VERTCON   
 RY0989  ___________________________________________________________________
 RY0989  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 RY0989  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 RY0989
 RY0989  HORZ ORDER  -  FIRST
 RY0989
 RY0989.The horizontal coordinates were established by classical geodetic methods
 RY0989.and adjusted by the National Geodetic Survey in July 1992..
 RY0989
 RY0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0989
 RY0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0989
 RY0989.The geoid height was determined by GEOID03.
 RY0989
 RY0989;                    North         East     Units Scale Factor Converg.
 RY0989;SPC ID W     -   545,408.025   788,560.605   MT  0.99993494   -0 06 30.2
 RY0989;UTM  11      - 5,158,571.564   584,346.306   MT  0.99968745   +0 47 58.2
 RY0989
 RY0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0989!SPC ID W     -   0.99976105  x   0.99993494  =   0.99969601
 RY0989!UTM  11      -   0.99976105  x   0.99968745  =   0.99944858
 RY0989
 RY0989:                Primary Azimuth Mark                     Grid Az
 RY0989:SPC ID W     -  TOWNSHIP BUTTE LOOKOUT TOWER             002 03 13.9
 RY0989:UTM  11      -  TOWNSHIP BUTTE LOOKOUT TOWER             001 08 45.5
 RY0989
 RY0989|---------------------------------------------------------------------|
 RY0989| PID    Reference Object                     Distance      Geod. Az  |
 RY0989|                                                           dddmmss.s |
 RY0989| RY1009 TOWNSHIP BUTTE LOOKOUT TOWER        APPROX.20.6 KM 0015643.7 |
 RY0989| RY0985 DULL AXE LOOKOUT TOWER              APPROX.15.7 KM 0363546.8 |
 RY0989| CH6355 BALD RM 1                             8.190 METERS 13826     |
 RY0989| CH6357 BALD RM 3                            24.828 METERS 13912     |
 RY0989| RY0965 OROFINO CREEK LOOKOUT TOWER         APPROX.14.0 KM 1655238.4 |
 RY0989| CH6358 BALD SUB PT B                                      22146     |
 RY0989| CH6356 BALD RM 2                             3.707 METERS 23246     |
 RY0989| CH6354 BALD RM 4                            18.542 METERS 25237     |
 RY0989| RY0988 BALD LOOKOUT TOWER CENTER            14.880 METERS 25913     |
 RY0989| RY0991 WHISKEY                             APPROX. 6.1 KM 2764117.4 |
 RY0989|---------------------------------------------------------------------|
 RY0989
 RY0989                          SUPERSEDED SURVEY CONTROL
 RY0989
 RY0989  NAD 83(1986)-  46 34 31.49282(N)    115 53 57.25945(W) AD(       ) 1
 RY0989  NAD 27      -  46 34 31.81900(N)    115 53 53.73600(W) AD(       ) 1
 RY0989  NGVD 29 (07/19/86) 1540.1    (m)         5053.     (f) VERT ANG       
 RY0989
 RY0989.Superseded values are not recommended for survey control.
 RY0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0989.See file dsdata.txt to determine how the superseded data were derived.
 RY0989
 RY0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM8434658572(NAD 83)
 RY0989_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RY0989_SETTING: 66 = SET IN ROCK OUTCROP
 RY0989
 RY0989  HISTORY     - Date     Condition        Report By
 RY0989  HISTORY     - 1933     MONUMENTED       CGS
 RY0989  HISTORY     - 1935     SEE DESCRIPTION  CGS
 RY0989  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RY0989
 RY0989                          STATION DESCRIPTION
 RY0989
 RY0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 RY0989'ON THE HIGHEST POINT OF BALD MOUNTAIN, JUST EAST OF A LOOKOUT
 RY0989'TOWER MAINTAINED BY THE CLEARWATER TIMBER PROTECTIVE ASSOCIATION.
 RY0989'
 RY0989'TO REACH FROM PIERCE JUST NORTH OF THE TOWN, TAKE THE LEFT FORK ON
 RY0989'THE ROAD TO HEADQUARTERS, FOLLOW THIS ROAD 5.8 MILES TO A SIGNBOARD
 RY0989'HEADQUARTERS 6 MILES.  THIS POINT IS 0.1 MILE PAST A RAILROAD
 RY0989'CROSSING.  TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD FOR
 RY0989'3.6 MILES, TAKE THE LEFT FORK AND GO 3.8 MILES TO A SIGNBOARD
 RY0989'COW CREEK, ON THE RIGHT HAND SIDE OF THE ROAD, DIRECTLY
 RY0989'OPPOSITE A LARGE LUMBER YARD, TURN RIGHT AT SIGN POST, AND
 RY0989'THROUGH GATE INTO CRAWFORD ROAD, GO 0.9 MILE, TAKE RIGHT
 RY0989'FORK, GO 1.5 MILES, KEEP TO THE RIGHT, GO 1.0 MILE PAST A
 RY0989'CAMPING SPACE WHICH IS ON THE LEFT SIDE OF THE ROAD, GO
 RY0989'0.2 MILE, TAKE DIM DIRT ROAD TO THE RIGHT UP HILL,
 RY0989'CONTINUE TO THE END OF THE ROAD, ABOUT 0.8 MILE, TAKE TRAIL
 RY0989'AT THIS POINT, AND CONTINUE FOR 1.0 MILE.  IT IS A PACK
 RY0989'OF ABOUT 30 MINUTES.
 RY0989'
 RY0989'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 RY0989'IN OUTCROPPING BEDROCK, AND IN BOULDERS, AS DESCRIBED IN NOTES 2,
 RY0989'AND 12C RESPECTIVELY.
 RY0989'
 RY0989'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 RY0989
 RY0989                          STATION RECOVERY (1935)
 RY0989
 RY0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 RY0989'STATION WAS FOUND AND IS IN GOOD CONDITION BUT ORIGINAL
 RY0989'DESCRIPTION IS INADEQUATE.
 RY0989'
 RY0989'TO REACH FROM PIERCE, TAKE THE FIRST LEFT FORK JUST NORTH
 RY0989'OF TOWN ON THE HEADQUARTERS ROAD, FOLLOW THIS ROAD FOR 5.8
 RY0989'MILES, TURN LEFT OFF MAIN ROAD AT HOLLYWOOD OR WHAT IS LOCALLY
 RY0989'KNOWN AS LUMBER CAMP NO. 12.  THIS POINT IS 0.1 MILE PAST
 RY0989'WHAT AT ONE TIME WAS A RAILROAD CROSSING BUT RAILS HAVE BEEN
 RY0989'REMOVED AND ONLY THE TIES REMAIN.  AFTER MAKING LEFT TURN AT
 RY0989'THIS POINT FOLLOW THE MAIN TRAVELED ROAD FOR 1.2 MILES (VERY
 RY0989'ROUGH).  AT THIS POINT THERE IS A SIGN AT ROAD FORK, BALD MTN. 4
 RY0989'MILES, TAKE LEFT FORK AND FOLLOW THIS ROAD UP THE MOUNTAIN
 RY0989'FOR 4.6 MILES TO END OF TRUCK TRAVEL AND STATION.  THERE
 RY0989'IS A NEW 45-FOOT LOOKOUT TOWER JUST WEST OF THE STATION.
 RY0989
 RY0989                          STATION RECOVERY (1959)
 RY0989
 RY0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0989'ALL MARKS HAVE BEEN DESTROYED.  THE TOP OF THE ROCK IN WHICH
 RY0989'THE STATION MARK WAS ORIGINALLY PLACED HAS BEEN BROKEN OFF,
 RY0989'ABOUT HALF OF THE DISK IMPRENT WAS VISIBLE.  THIS PARTY
 RY0989'REINFORCED THE BOULDER AND HELD THE SAME POINT AS THE ORIGINAL
 RY0989'STATION.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  FOLLOWING
 RY0989'IS A NEW AND COMPLETE DESCRIPTION.
 RY0989'
 RY0989'STATION IS ABOUT 16-1/2 MILES EAST AND 6-1/2 MILES NORTH OF
 RY0989'OROFINO, 6 MILES SOUTH AND 5 MILES WEST OF PIERCE, 1-1/4 MILES
 RY0989'SOUTHWEST OF SNAKE CREEK AND IS ON THE HIGHEST POINT OF BALD
 RY0989'MOUNTAIN ELEVATION 5,036 FEET.  NEAR THE EAST SIDE CENTER
 RY0989'OF THE SOUTHWEST 1/4 OF SECTION 1, T 37 N, R 4 E.
 RY0989'
 RY0989'TO REACH FROM THE POST OFFICE IN PIERCE, GO NORTHWESTERLY
 RY0989'ON STATE HIGHWAY 11 FOR 6.2 MILES TO A GRAVEL SIDE ROAD
 RY0989'LEFT, JUST AFTER CROSSING A BRIDGE, TURN LEFT ON GRAVEL ROAD,
 RY0989'WESTERLY, FOR 1.2 MILES TO A DIM FORK, TAKE LEFT FORK FOR
 RY0989'0.15 MILE TO A FORK, TAKE RIGHT FORK AND FOLLOW GRADED WOODS
 RY0989'ROAD, WESTERLY, FOR 4.25 MILES TO A FORK AND SIGNS BALD MTN.
 RY0989'WHISKEY BUTTE, TAKE THE RIGHT FORK NORTHWESTERLY, OF GRADED
 RY0989'WOODS ROAD FOR 0.6 MILE TO BALD LOOKOUT TOWER AND STATION.
 RY0989'
 RY0989'STATION MARK IS A STANDARD DISK, STAMPED BALD USGS 1933 1959,
 RY0989'CEMENTED IN THE TOP OF A REINFORCED BOULDER PROJECTING 6 INCHES.
 RY0989'IT IS 43 FEET EAST-NORTHEAST OF THE EAST LEG OF THE LOOKOUT
 RY0989'TOWER, 38 FEET EAST OF THE NORTH LEG OF THE LOOKOUT TOWER
 RY0989'AND 30 FEET EAST OF THE CENTER OF DRIVEWAY TO LOOKOUT TOWER.
 RY0989'(NOTE 4)
 RY0989'
 RY0989'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BALD USGS NO 4
 RY0989'1933 1959, CEMENTED IN A DRILL HOLE IN A 6 X 2 FOOT BOULDER
 RY0989'PROJECTING 3 INCHES.  IT IS 102 FEET SOUTHEAST OF THE EAST
 RY0989'LEG OF THE LOOKOUT TOWER AND 49 FEET EAST OF THE CENTER
 RY0989'OF THE DRIVEWAY.  (NOTE 12 C).
 RY0989'
 RY0989'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BALD USGS NO 4
 RY0989'1933 1959, CEMENTED IN IN A DRILL HOLE IN THE FOUNDATION OF
 RY0989'THE SOUTH LEG OF THE LOOKOUT TOWER PROJECTING 3 FEET.
 RY0989'
 RY0989'A SECOND ORDER TRAVERSE CONNECTION WAS MADE TO THE DETERMINED
 RY0989'CENTER OF THE BASE OF BALD LOOKOUT TOWER.
 RY0989'
 RY0989'NO SUITABLE PLACE FOR AN AZIMUTH MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0017 ***********************************************************************
 RA0017  DESIGNATION -  BALD RM 1
 RA0017  PID         -  RA0017
 RA0017  STATE/COUNTY-  ID/IDAHO
 RA0017  USGS QUAD   -  WHITE BIRD HILL (1995)
 RA0017
 RA0017                         *CURRENT SURVEY CONTROL
 RA0017  ___________________________________________________________________
 RA0017* NAD 83(1986)-  45 50 23.     (N)    116 14 41.     (W)     SCALED    
 RA0017* NAVD 88     -      1407.427  (meters)    4617.53   (feet)  ADJUSTED  
 RA0017  ___________________________________________________________________
 RA0017  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RA0017  DYNAMIC HT  -        1407.117 (meters)    4616.52  (feet)  COMP
 RA0017  MODELED GRAV-     980,344.5   (mgal)                       NAVD 88
 RA0017
 RA0017  VERT ORDER  -  SECOND    CLASS 0
 RA0017
 RA0017.The horizontal coordinates were scaled from a topographic map and have
 RA0017.an estimated accuracy of +/- 6 seconds.
 RA0017
 RA0017.The orthometric height was determined by differential leveling
 RA0017.and adjusted by the National Geodetic Survey in June 1991..
 RA0017
 RA0017.The geoid height was determined by GEOID03.
 RA0017
 RA0017.The dynamic height is computed by dividing the NAVD 88
 RA0017.geopotential number by the normal gravity value computed on the
 RA0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0017.degrees latitude (g = 980.6199 gals.).
 RA0017
 RA0017.The modeled gravity was interpolated from observed gravity values.
 RA0017
 RA0017;                    North         East    Units  Estimated Accuracy
 RA0017;SPC ID W     -   463,750.      761,570.      MT  (+/- 180 meters Scaled)
 RA0017
 RA0017                          SUPERSEDED SURVEY CONTROL
 RA0017
 RA0017  NGVD 29 (??/??/92) 1406.350  (m)         4614.00   (f) ADJ UNCH    2 0
 RA0017
 RA0017.Superseded values are not recommended for survey control.
 RA0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0017.See file dsdata.txt to determine how the superseded data were derived.
 RA0017
 RA0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL586765(NAD 83)
 RA0017_MARKER: DR = REFERENCE MARK DISK
 RA0017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA0017_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RA0017_STAMPING: BALD NO 1 1945
 RA0017_MARK LOGO: CGS   
 RA0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0017
 RA0017  HISTORY     - Date     Condition        Report By
 RA0017  HISTORY     - 1945     MONUMENTED       CGS
 RA0017  HISTORY     - 1965     GOOD             NGS
 RA0017  HISTORY     - 1982     GOOD             NGS
 RA0017
 RA0017                          STATION DESCRIPTION
 RA0017
 RA0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RA0017'10.85 MI N FROM WHITE BIRD.
 RA0017'REACHED FROM THE WHITE BIRD POST OFFICE BY GOING NORTH ON U.S. HIGHWAY
 RA0017'95 FOR 9.6 MILES TO A SADDLE AND A TRACK ROAD LEFT, TURN LEFT, PASS
 RA0017'THROUGH THE WIRE GATE THAT IS UNDER THE POWER LINE AND GO NORTHWEST ON
 RA0017'THE BLADED ROAD FOR 0.45 MILE TO A GATE, PASS THROUGH GATE AND
 RA0017'CONTINUE NORTHWEST AND NORTH ON THE BLADED ROAD FOR 0.8 MILE TO A
 RA0017'3-WAY FORK, TAKE EXTREME RIGHT FORK AND GO EAST ON THE TRACK ROAD FOR
 RA0017'0.7 MILE TO THE SUMMIT AND THE BENCH MARK, A STANDARD REFERENCE MARK
 RA0017'DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 8 INCHES.
 RA0017'IT IS 62 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CINDER BLOCK
 RA0017'BUILDING HOUSING SOME RADIO EQUIPMENT, 40 FEET SOUTH-SOUTHEAST OF
 RA0017'TELEPHONE POLE NO. 199 R/3 AND 0.5 FOOT NORTH OF A METAL WITNESS POST.
 RA0017
 RA0017                          STATION RECOVERY (1982)
 RA0017
 RA0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0017'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 RA0017'FOLLOWS.  14.85 KM (9.3 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE
 RA0017'T-JUNCTION OF STATE HIGHWAY 13 IN GRANGEVILLE, THENCE 2.1 KM (1.3 MI)
 RA0017'NORTH ALONG TRUBLOOD LANE, THENCE 1.0 KM (0.65 MI) EAST ALONG A TRACK
 RA0017'ROAD TO AN 8-BY 8-FOOT CINDERBLOCK BUILDING AT THE SUMMIT OF A
 RA0017'GRASS-COVERED MOUNTAIN, 34.5 METERS (113.5 FT) NORTHEAST OF THE
 RA0017'NORTHEAST CORNER OF THE BUILDING, 19.0 METERS (62.5 FT) SOUTHEAST OF A
 RA0017'POWER POLE NORTH OF THE BUILDING, 19.3 METERS (63.5 FT) SOUTHEAST OF
 RA0017'THE STATION, PROJECTS 30 CM ABOVE THE GROUND.
 RA0017'THE MARK IS 0.15 METERS  N FROM A WITNESS POST.
 RA0017'THE MARK IS 0.4 M ABOVE THE BUILDING FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0605 ***********************************************************************
 NT0605  DESIGNATION -  BALDY
 NT0605  PID         -  NT0605
 NT0605  STATE/COUNTY-  ID/BANNOCK
 NT0605  USGS QUAD   -  SEDGWICK PEAK (1982)
 NT0605
 NT0605                         *CURRENT SURVEY CONTROL
 NT0605  ___________________________________________________________________
 NT0605* NAD 83(1992)-  42 30 56.66238(N)    111 55 24.16548(W)     ADJUSTED  
 NT0605* NAVD 88     -      2796.2    (meters)    9174.     (feet)  VERTCON   
 NT0605  ___________________________________________________________________
 NT0605  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 NT0605  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 NT0605
 NT0605  HORZ ORDER  -  FIRST
 NT0605
 NT0605.The horizontal coordinates were established by classical geodetic methods
 NT0605.and adjusted by the National Geodetic Survey in July 1992..
 NT0605
 NT0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0605
 NT0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0605
 NT0605.The geoid height was determined by GEOID03.
 NT0605
 NT0605;                    North         East     Units Scale Factor Converg.
 NT0605;SPC ID E     -    94,334.539   219,991.918   MT  0.99995228   +0 09 51.9
 NT0605;UTM  12      - 4,707,453.852   424,148.235   MT  0.99967079   -0 37 26.6
 NT0605
 NT0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0605!SPC ID E     -   0.99956367  x   0.99995228  =   0.99951597
 NT0605!UTM  12      -   0.99956367  x   0.99967079  =   0.99923460
 NT0605
 NT0605|---------------------------------------------------------------------|
 NT0605| PID    Reference Object                     Distance      Geod. Az  |
 NT0605|                                                           dddmmss.s |
 NT0605| NT0606 BALDY CAIRN                           3.423 METERS 02811     |
 NT0605| CM4232 BALDY RM 1                           11.316 METERS 08656     |
 NT0605| CM4233 BALDY RM 2                            7.084 METERS 16517     |
 NT0605| CM4231 BALDY AZ MK                                        3261614.6 |
 NT0605|---------------------------------------------------------------------|
 NT0605
 NT0605                          SUPERSEDED SURVEY CONTROL
 NT0605
 NT0605  NAD 83(1986)-  42 30 56.65677(N)    111 55 24.15668(W) AD(       ) 1
 NT0605  NAD 27      -  42 30 56.94610(N)    111 55 21.31590(W) AD(       ) 1
 NT0605  NGVD 29 (07/19/86) 2794.9    (m)         9170.     (f) VERT ANG       
 NT0605
 NT0605.Superseded values are not recommended for survey control.
 NT0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0605.See file dsdata.txt to determine how the superseded data were derived.
 NT0605
 NT0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN2414807454(NAD 83)
 NT0605_MARKER: DS = TRIANGULATION STATION DISK
 NT0605_SETTING: 66 = SET IN ROCK OUTCROP
 NT0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0605+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002
 NT0605
 NT0605  HISTORY     - Date     Condition        Report By
 NT0605  HISTORY     - 1963     MONUMENTED       CGS
 NT0605  HISTORY     - 1969     GOOD             USGS
 NT0605  HISTORY     - 20020616 GOOD             INDIV
 NT0605
 NT0605                          STATION DESCRIPTION
 NT0605
 NT0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0605'THE STATION IS ABOUT 12 MILES NORTHEAST OF DOWNEY, 9 MILES
 NT0605'SOUTHEAST OF LAVA HOT SPRINGS, ON THE HIGHEST POINT AND NEAR
 NT0605'THE SOUTHEAST END OF THE RIDGE OF SEDGWICK MOUNTAIN.
 NT0605'
 NT0605'TO REACH THE STATION FROM THE POST OFFICE IN LAVA HOT SPRINGS,
 NT0605'GO WEST FOR 0.2 MILE OR THE 4TH CROSS STREET, TURN LEFT AND
 NT0605'GO SOUTH FOR 2 BLOCKS THENCE RIGHT FOR 1 BLOCK, THENCE LEFT
 NT0605'ON DEMPSEY ROAD FOR 1.4 MILE TO A SIDE ROAD LEFT JUST SOUTH
 NT0605'OF THE LAVA HOT SPRINGS GAS METER STATION AND JUST NORTH OF A
 NT0605'CEMETERY.  TURN LEFT, EAST, ON TRACK ROAD FOR 1.0 MILE TO A
 NT0605'BOARD GATE, PASS THROUGH GATE AND CONTINUE ON THE MAIN ROAD
 NT0605'FOR 0.5 MILE TO A WIRE GATE, PASS THROUGH THE GATE AND
 NT0605'CONTINUE ON THE MAIN ROAD FOR 1.1 MILE TO THE TOP OF THE
 NT0605'GRADE.  TURN SHARP RIGHT ON TRACK ROAD FOR 0.4 MILE AT A
 NT0605'PIPE AND WIRE GATE, PASS THROUGH GATE AND CONTINUE ON
 NT0605'THE TRACK ROAD FOR 0.4 MILE TO DIM FORKS.  (THIS IS ABOUT
 NT0605'0.1 MILE BEFORE REACHING A SMALL WIRE CORRAL).  TURN LEFT AT
 NT0605'FORKS AND GO SOUTH AND SOUTHEAST UP GRADE ON TRACK ROAD
 NT0605'FOR 2.9 MILES TO FORKS.  TAKE THE LEFT FORK AND FOLLOW
 NT0605'THE MAIN ROAD THROUGH TIMBER ON EDGE OF HILL FOR 0.7 MILE
 NT0605'TO DIM FORKS, TAKE RIGHT FORK FOR 0.1 MILE TO AN OLD MINE
 NT0605'ON THE RIGHT.  (THIS IS THE END OF THE ROAD).  FROM THIS
 NT0605'POINT, GO SOUTHERLY UP STEEP HILL STAYING ON THE RIDGE
 NT0605'FOR 0.2 MILE TO TOP OF ROCKY HILL, THEN WORK LEFT,
 NT0605'SOUTHERLY DOWN STEEP HILL FOR 0.5 MILE TO A SADDLE AND ABOUT
 NT0605'100 YARDS WEST OF A POLE CORRAL, A DIM TRACK ROAD GOES
 NT0605'SOUTHWEST INTO TIMBER, FOLLOW THIS TRACK ROAD SOUTHWEST AND
 NT0605'THENCE SOUTH UP STEEP HILL KEEPING TO THE WEST EDGE OF THE
 NT0605'TIMBER AND OUT ON THE BARE RIDGE AND FOLLOW THE BARE RIDGE
 NT0605'SOUTH AND SOUTHEASTERLY FOR 1.8 MILES TO THE AZIMUTH MARK ON
 NT0605'THE LEFT.  CONTINUE SOUTHEASTERLY FOR 0.5 MILE TO THE HIGHEST
 NT0605'POINT ON THE RIDGE AND THE STATION.
 NT0605'
 NT0605'THE STATION MARK IS A STANDARD DISK, STAMPED BALDY 1963,
 NT0605'CEMENTED IN A DRILL HOLE IN A 1-1/2 BY 2-1/2 FOOT ROCK OUTCROP
 NT0605'PROJECTING 5 INCHES.  IT IS 21 FEET NORTHWEST OF THE SOUTHEAST
 NT0605'EDGE OF THE HILL, 28 FEET SOUTH OF THE NORTH EDGE OF THE
 NT0605'HILL AND 16 FEET SOUTHEAST OF THE HIGHEST POINT OF THE HILL
 NT0605'AND ABOUT 2 FOOT LOWER.
 NT0605'
 NT0605'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BALDY NO 1 1963,
 NT0605'CEMENTED IN A DRILL HOLE IN A 4 BY 4 FOOT BOULDER PROJECTING
 NT0605'1-1/2 FEET.  IT IS 33 FEET EAST OF A CAIRN AND ABOUT 3 FOOT
 NT0605'LOWER THAN THE STATION.
 NT0605'
 NT0605'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BALDY NO 2 1963,
 NT0605'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER PROJECTING
 NT0605'4 FEET ON THE SOUTH SIDE AND 1 FOOT ON THE NORTH SIDE.  IT IS
 NT0605'37 FEET SOUTH OF THE HIGHEST POINT OF THE HILL AND ABOUT 6
 NT0605'FEET LOWER, 35 FEET EAST OF THE CAIRN AND ABOUT 3 FEET LOWER
 NT0605'THAN THE STATION.
 NT0605'
 NT0605'AZIMUTH MARK IS A STANDARD DISK, STAMPED BALDY 1963, CEMENTED
 NT0605'IN A DRILL HOLE IN A 1-1/2 BY 2-1/2 FOOT ROCK OUTCROP PROJECTING
 NT0605'5 INCHES.  IT IS 150 FEET WEST OF A ROCK LEDGE AND 3 FEET
 NT0605'SOUTHEAST OF A METAL WITNESS POST.
 NT0605'
 NT0605'CAIRN IS 6 FEET HIGH, 5 FEET WIDE AT THE BASE AND 3 FEET
 NT0605'WIDE AT THE TOP.  A TRAVERSE CONNECTION WAS MADE TO STATION
 NT0605'MARK.
 NT0605
 NT0605                          STATION RECOVERY (1969)
 NT0605
 NT0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0605'ALL MARKS FOUND IN GOOD CONDITION.
 NT0605'
 NT0605'REVISED TO REACH--FROM THE HIGH SCHOOL IN LAVA (THE HIGH SCHOOL IS
 NT0605'LOCATED SW. OF A CROSSROAD, PROCEED W. FOR 1.4 MI. TO A T-RD. E.
 NT0605'NEAR A CEMETERY, TURN LEFT (E.) FOR 0.1 MI. TO T-RD. S., KEEP
 NT0605'DRIVING STRAIGHT AHEAD (E.) FOR 1.3 MI. TO Y-RD., TAKE LEFT FORK
 NT0605'(MAIN RD.) FOR 0.1 MI. TO T-RD. N., FOLLOW MAIN RD. (RIGHT FORK)
 NT0605'GOING E. FOR 1.2 MI. TO Y-RD., TAKE RIGHT FORK FOR 0.2 MI. TO
 NT0605'T-RD. W., TAKE LEFT FORK (MAIN RD.) FOR 0.6 MI. TO RD. FORK, TAKE
 NT0605'LEFT FORK AND FOLLOW MAIN RD. FOR 7.1 MI. TO HIGHEST POINT AND
 NT0605'STATION.
 NT0605'
 NT0605'STATION MARK--A STANDARD DISK STAMPED---BALDY 1963---, CEMENTED IN
 NT0605'A DRILL HOLE IN A 1-1/2 BY 2-1/2 FOOT ROCK OUTCROP PROJECTING
 NT0605'5 INCHES.
 NT0605
 NT0605                          STATION RECOVERY (2002)
 NT0605
 NT0605'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (ZDV)
 NT0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0833 ***********************************************************************
 QA0833  DESIGNATION -  BALDY
 QA0833  PID         -  QA0833
 QA0833  STATE/COUNTY-  ID/VALLEY
 QA0833  USGS QUAD   -  LOG MOUNTAIN (1973)
 QA0833
 QA0833                         *CURRENT SURVEY CONTROL
 QA0833  ___________________________________________________________________
 QA0833* NAD 83(1992)-  44 49 16.10917(N)    115 36 16.55024(W)     ADJUSTED  
 QA0833* NAVD 88     -      2799.4    (meters)    9184.     (feet)  VERTCON   
 QA0833  ___________________________________________________________________
 QA0833  LAPLACE CORR-           7.38  (seconds)                    DEFLEC99
 QA0833  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 QA0833
 QA0833  HORZ ORDER  -  SECOND
 QA0833
 QA0833.The horizontal coordinates were established by classical geodetic methods
 QA0833.and adjusted by the National Geodetic Survey in July 1992..
 QA0833
 QA0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0833
 QA0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0833
 QA0833.The geoid height was determined by GEOID03.
 QA0833
 QA0833;                    North         East     Units Scale Factor Converg.
 QA0833;SPC ID W     -   350,441.212   811,499.389   MT  0.99993496   +0 06 09.0
 QA0833;UTM  11      - 4,964,028.843   610,320.789   MT  0.99974966   +0 59 01.4
 QA0833
 QA0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0833!SPC ID W     -   0.99956351  x   0.99993496  =   0.99949850
 QA0833!UTM  11      -   0.99956351  x   0.99974966  =   0.99931328
 QA0833
 QA0833                          SUPERSEDED SURVEY CONTROL
 QA0833
 QA0833  NAD 83(1986)-  44 49 16.11025(N)    115 36 16.54473(W) AD(       ) 2
 QA0833  NAD 27      -  44 49 16.46395(N)    115 36 13.13272(W) AD(       ) 2
 QA0833  NGVD 29 (07/19/86) 2798.0    (m)         9180.     (f) VERT ANG       
 QA0833
 QA0833.Superseded values are not recommended for survey control.
 QA0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0833.See file dsdata.txt to determine how the superseded data were derived.
 QA0833
 QA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK1032164029(NAD 83)
 QA0833_MARKER: DD = SURVEY DISK
 QA0833_SETTING: 66 = SET IN ROCK OUTCROP
 QA0833_SP_SET: SET IN ROCK OUTCROP
 QA0833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0833+STABILITY: POSITION/ELEVATION WELL
 QA0833
 QA0833  HISTORY     - Date     Condition        Report By
 QA0833  HISTORY     - 1959     MONUMENTED       CGS
 QA0833  HISTORY     - 1953     GOOD             USGS
 QA0833
 QA0833                          STATION DESCRIPTION
 QA0833
 QA0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QA0833'SEE STATION LOG.
 QA0833
 QA0833                          STATION RECOVERY (1953)
 QA0833
 QA0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 QA0833'LOCATED ON HIGHEST POINT ON TIMBERED RIDGE EXTENDING N. AND S. BETWEEN
 QA0833'S. FORK OF SALMON AND JOHNSON CREEK STANDING AT HEAD OF FOURMILE,
 QA0833'CATON AND COFFEE CREEKS.
 QA0833'
 QA0833'TO REACH FROM POVERTY FLAT R.S. OR REEDS RANCH BY BOLLOWING S. FORK
 QA0833'TRAIL TO MOUTH OF FOURMILE CREEK, THEN TURN UP SMOOTH RIDGE ON N. SIDE
 QA0833'OF FOURMILE CREEK AND FOLLOW DIM UNMARKED TRAIL TO SUMMIT OF RIDGE.
 QA0833'THEN FOLLOW BLAZED TRAIL TO STATION.  ALSO REACHED FROM KNOX OR YELLOW
 QA0833'PINE BY RD. TO TROUT CREEK R.S., THEN BY TRAIL TO SUMMIT OF RIDGE,
 QA0833'THEN FOLLOW RIDGE TO STATION.
 QA0833'
 QA0833'STATION MARK--BRONZE TABLET SET IN TOP OF ABOUT 15 FT. ROCK PINNACLE
 QA0833'WHICH MARKS SUMMIT OF PEAK.
 QA0833'
 QA0833'NOTE BY USGS, 1935--STATION FOUND AS DESCRIBED.  WHITE FLAG ON POLE
 QA0833'SET IN SMALL CAIRN WAS BUILD 1.68 FT. FROM STATION MARK
 QA0833'87 DEGREES 45 MINUTES NW.
 QA0833'
 QA0833'NOTE BY USGS, 1953--FOUND AS DESCRIBED BY USGS 1936, REFERENCE MARKS
 QA0833'SET AS FOLLOWS.
 QA0833'
 QA0833'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---BALDY
 QA0833'NO 1 1953---, 31.97 FT. FROM STATION MARK AND CEMENTED IN LARGE
 QA0833'BOULDER ABOUT 30 FT. LOWER THAN THE STATION MARK 54
 QA0833'DEGREES 16 MINUTES 34 SECONDS NW.
 QA0833'
 QA0833'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---BALDY NO 2 1953---,
 QA0833'CEMENTED IN ROCK OUTCROP ABOUT 10 FT. LOWER THAN MARK AND 12.20 FT.
 QA0833'FROM STATION MARK 43 DEGREES 52 MINUTES 58 SECONDS NE.
 QA0833'
 QA0833'RECOVERED BY NGS IN 1959.  POSITION LISTED IN NGS QUAD 44115-4,
 QA0833'STATION 1007.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1054 ***********************************************************************
 TO1054  DESIGNATION -  BALDY
 TO1054  PID         -  TO1054
 TO1054  STATE/COUNTY-  ID/BONNER
 TO1054  USGS QUAD   -  HAPPY FORK GAP (1996)
 TO1054
 TO1054                         *CURRENT SURVEY CONTROL
 TO1054  ___________________________________________________________________
 TO1054* NAD 83(1992)-  48 19 53.79857(N)    116 41 39.08449(W)     ADJUSTED  
 TO1054* NAVD 88     -      1888.9    (meters)    6197.     (feet)  VERTCON   
 TO1054  ___________________________________________________________________
 TO1054  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 TO1054  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TO1054
 TO1054  HORZ ORDER  -  SECOND
 TO1054
 TO1054.The horizontal coordinates were established by classical geodetic methods
 TO1054.and adjusted by the National Geodetic Survey in July 1992..
 TO1054
 TO1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1054
 TO1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1054
 TO1054.The geoid height was determined by GEOID03.
 TO1054
 TO1054;                    North         East     Units Scale Factor Converg.
 TO1054;SPC ID W     -   741,068.545   729,997.245   MT  0.99999352   -0 42 19.2
 TO1054;UTM  11      - 5,353,203.631   522,665.452   MT  0.99960631   +0 13 42.4
 TO1054
 TO1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1054!SPC ID W     -   0.99970665  x   0.99999352  =   0.99970017
 TO1054!UTM  11      -   0.99970665  x   0.99960631  =   0.99931308
 TO1054
 TO1054|---------------------------------------------------------------------|
 TO1054| PID    Reference Object                     Distance      Geod. Az  |
 TO1054|                                                           dddmmss.s |
 TO1054| CH6361 BALDY RM 1                           11.488 METERS 21128     |
 TO1054| TO0825 STONE JOHNNY LOT                    APPROX.26.0 KM 2531724.0 |
 TO1054| CH6362 BALDY RM 2                            8.496 METERS 32325     |
 TO1054|---------------------------------------------------------------------|
 TO1054
 TO1054                          SUPERSEDED SURVEY CONTROL
 TO1054
 TO1054  NAD 83(1986)-  48 19 53.80329(N)    116 41 39.08299(W) AD(       ) 2
 TO1054  NAD 27      -  48 19 54.09862(N)    116 41 35.39753(W) AD(       ) 2
 TO1054  NGVD 29 (07/19/86) 1887.6    (m)         6193.     (f) VERT ANG       
 TO1054
 TO1054.Superseded values are not recommended for survey control.
 TO1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1054.See file dsdata.txt to determine how the superseded data were derived.
 TO1054
 TO1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP2266553204(NAD 83)
 TO1054_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1054_SETTING: 66 = SET IN ROCK OUTCROP
 TO1054
 TO1054  HISTORY     - Date     Condition        Report By
 TO1054  HISTORY     - 1964     MONUMENTED       CGS
 TO1054  HISTORY     - 1967     GOOD             USGS
 TO1054
 TO1054                          STATION DESCRIPTION
 TO1054
 TO1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO1054'THE STATION IS ABOUT 14 MILES NORTHEAST OF PRIEST RIVER,
 TO1054'12-1/2 MILES SOUTHEAST OF COOLIN AND 7-1/2 MILES NORTHWEST
 TO1054'OF SANDPOINT, ON TOP OF A MOUNTAIN LOCALLY KNOWN AS SANDPOINT
 TO1054'BALDY MOUNTAIN THAT HAS TWO CONCRETE BUILDINGS AND SEVERAL
 TO1054'ANTENNA POLES ON TOP.
 TO1054'
 TO1054'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2,
 TO1054'95, 10A, 195 AND MAIN STREET IN SANDPOINT, GO WEST ON MAIN
 TO1054'STREET FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.05
 TO1054'MILE TO THE JUNCTION WITH BOYER STREET.  TURN RIGHT AND
 TO1054'GO NORTH ON BOYER STREET FOR 0.8 MILE TO A SIDE ROAD LEFT.
 TO1054'TURN LEFT AND GO WEST ON PAVED ROAD FOR 0.7 MILE TO A FORK.
 TO1054'TAKE THE LEFT FORK AND CONTINUE WESTERLY, CROSSING RAILROAD
 TO1054'TRACKS, FOR 2.95 MILES TO THE END OF PAVEMENT.  CONTINUE
 TO1054'AHEAD FOR 0.1 MILE TO A GRAVEL PIT ON THE RIGHT.  CONTINUE
 TO1054'WESTERLY ON GRADED ROAD FOR 5.0 MILES TO A FORK.  TAKE THE
 TO1054'RIGHT FORK AND FOLLOW MAIN ROAD FOR 0.8 MILE TO A FORK.
 TO1054'TAKE THE RIGHT FORK, TURNING SHARP RIGHT, ON WINDING ROAD
 TO1054'FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 TO1054'CONTINUE ON WINDING ROAD FOR 1.8 MILES TO A REVERSE FORK ON THE
 TO1054'RIGHT.  CONTINUE AHEAD ON MAIN ROAD FOR 0.05 MILE TO A
 TO1054'FORK.  TAKE THE LEFT FORK AND GO 0.45 MILE TO A FORK.
 TO1054'TAKE THE LEFT FORK, LOWER ROAD, AND GO 3.2 MILES ON
 TO1054'WINDING ROAD TO THE TOP OF THE MOUNTAIN, THE CONCRETE
 TO1054'BUILDINGS AND THE STATION.
 TO1054'
 TO1054'THE STATION MARK IS A STANDARD DISK, STAMPED BALDY 1964,
 TO1054'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT ROCK OUTCROP PROJECTING
 TO1054'3 INCHES.  IT IS 23 FEET NORTHWEST OF THE NORTHWEST CORNER
 TO1054'OF THE MOST EASTERLY ONE OF TWO CONCRETE BUILDINGS AND 16 FEET
 TO1054'NORTH OF THE NORTHEAST CORNER OF THE BUILDING.
 TO1054'
 TO1054'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BALDY NO 1 1964,
 TO1054'CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT ROCK OUTCROP PROJECTING
 TO1054'1 INCH.  IT IS 21.4 FEET WEST OF THE NORTHWEST CORNER OF THE
 TO1054'BUILDING, 11.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 TO1054'OF THE MOST WESTERLY ONE OF TWO CONCRETE BUILDINGS AND ABOUT
 TO1054'THE SAME ELEVATION AS THE STATION.
 TO1054'
 TO1054'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BALDY NO 2 1964,
 TO1054'CEMENTED IN A DRILL HOLE IN A 2 X 5 FOOT ROCK OUTCROP PROJECTING
 TO1054'8 INCHES.  IT IS 47.5 FEET NORTH-NORTHEAST OF THE NORTHWEST
 TO1054'CORNER OF THE EASTERLY BUILDING, 43.6 FEET NORTH OF THE NORTHEAST
 TO1054'CORNER OF THE BUILDING AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TO1054'
 TO1054'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 TO1054
 TO1054                          STATION RECOVERY (1967)
 TO1054
 TO1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO1054'STATION MARK--A STANDARD DISK STAMPED---BALDY 1964---, CEMENTED IN A
 TO1054'DRILL HOLE IN A 2 X 3 FT. ROCK OUTCROP PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0949 ***********************************************************************
 NV0949  DESIGNATION -  BALDY
 NV0949  PID         -  NV0949
 NV0949  STATE/COUNTY-  ID/OWYHEE
 NV0949  USGS QUAD   -  HOLE IN ROCK (1980)
 NV0949
 NV0949                         *CURRENT SURVEY CONTROL
 NV0949  ___________________________________________________________________
 NV0949* NAD 83(1992)-  42 38 00.60273(N)    115 58 34.06450(W)     ADJUSTED  
 NV0949* NAVD 88     -      1450.3    (meters)    4758.     (feet)  VERTCON   
 NV0949  ___________________________________________________________________
 NV0949  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 NV0949  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 NV0949
 NV0949  HORZ ORDER  -  THIRD
 NV0949
 NV0949.The horizontal coordinates were established by classical geodetic methods
 NV0949.and adjusted by the National Geodetic Survey in July 1992..
 NV0949
 NV0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0949
 NV0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0949
 NV0949.The geoid height was determined by GEOID03.
 NV0949
 NV0949;                    North         East     Units Scale Factor Converg.
 NV0949;SPC ID W     -   107,409.888   781,453.242   MT  0.99993756   -0 09 11.4
 NV0949;UTM  11      - 4,720,625.047   583,948.702   MT  0.99968670   +0 41 36.7
 NV0949
 NV0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0949!SPC ID W     -   0.99977522  x   0.99993756  =   0.99971280
 NV0949!UTM  11      -   0.99977522  x   0.99968670  =   0.99946200
 NV0949
 NV0949:                Primary Azimuth Mark                     Grid Az
 NV0949:SPC ID W     -  BLACK                                    345 46 01.9
 NV0949:UTM  11      -  BLACK                                    344 55 13.8
 NV0949
 NV0949|---------------------------------------------------------------------|
 NV0949| PID    Reference Object                     Distance      Geod. Az  |
 NV0949|                                                           dddmmss.s |
 NV0949| NV0951 BLACK                               APPROX. 6.1 KM 3453650.5 |
 NV0949|---------------------------------------------------------------------|
 NV0949
 NV0949                          SUPERSEDED SURVEY CONTROL
 NV0949
 NV0949  NAD 83(1986)-  42 38 00.60401(N)    115 58 34.06186(W) AD(       ) 3
 NV0949  NGVD 29 (01/23/89) 1449.3    (m)         4755.     (f) VERT ANG       
 NV0949
 NV0949.Superseded values are not recommended for survey control.
 NV0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0949.See file dsdata.txt to determine how the superseded data were derived.
 NV0949
 NV0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8394920625(NAD 83)
 NV0949_MARKER: DS = TRIANGULATION STATION DISK
 NV0949_SETTING: 0 = UNSPECIFIED SETTING
 NV0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0949
 NV0949  HISTORY     - Date     Condition        Report By
 NV0949  HISTORY     - 1946     MONUMENTED       USGS
 NV0949
 NV0949                          STATION DESCRIPTION
 NV0949
 NV0949'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV0949'LOCATED ABOUT 19 MI. (AIRLINE) SW. OF BRUNEAU, 17 MI. SSW. OF HOT
 NV0949'SPRINGS, 13 MI. N. OF WICKAHONEY, ON A HIGH BALD TOP BETWEEN
 NV0949'WICKAHONEY CREEK AND STATE HIGHWAY 51, ON THE HIGHEST POINT ON THE
 NV0949'TOP.
 NV0949'
 NV0949'TO REACH FROM THE BRUNEAU RURAL HIGH SCHOOL, DRIVE S. ON STATE HIGHWAY
 NV0949'51 FOR 4.7 MI., TAKE LEFT FORK (STRAIGHT AHEAD), AT 17.7 MI. LEAVE
 NV0949'GRAVELED RD. AT CURVE TO RIGHT AND GO RIGHT (W.) ON DIM RD., AT 18.7
 NV0949'MI. TAKE RIGHT FORK (STRAIGHT AHEAD), AT 20.55 MI. TAKE LEFT FORK
 NV0949'(S.), AT 21.45 MI. TAKE LEFT FORK AND CONTINUE ON DIM RD. UPGRADE TO
 NV0949'W. TO HIGH POINT AND SADDLE, AT 24.65 MI. TAKE RIGHT FORK (W.) AT RD.
 NV0949'FORKS IN SADDLE TO 24.85 MI. AND LEAVE RD. TO RIGHT (N.) AND DRIVE UP
 NV0949'LONG SLOPING RIDGE TO N. AND TOP, 25.45 MI. AND STATION.
 NV0949'
 NV0949'STATION MARK--STANDARD TABLET STAMPED---BALDY 1946---, CEMENTED IN
 NV0949'SOLID ROCK.
 NV0949'
 NV0949'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 NV0949'BALDY 1946---, CEMENTED IN SOLID ROCK, DISTANCE OF 30.40 FT. AND IN
 NV0949'BEARING OF N 14 DEG. 45 MIN. W FROM STATION.
 NV0949'
 NV0949'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 NV0949'BALDY 1946---, CEMENTED IN SOLID ROCK, DISTANCE OF 48.55 FT. AND IN
 NV0949'BEARING OF N 60 DEG. 2 MIN. E FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0606 ***********************************************************************
 NT0606  DESIGNATION -  BALDY CAIRN
 NT0606  PID         -  NT0606
 NT0606  STATE/COUNTY-  ID/BANNOCK
 NT0606  USGS QUAD   -  SEDGWICK PEAK (1982)
 NT0606
 NT0606                         *CURRENT SURVEY CONTROL
 NT0606  ___________________________________________________________________
 NT0606* NAD 83(1992)-  42 30 56.76017(N)    111 55 24.09467(W)     ADJUSTED  
 NT0606* NAVD 88     -      2795.7    (meters)    9172.     (feet)  VERTCON   
 NT0606  ___________________________________________________________________
 NT0606  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 NT0606  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 NT0606
 NT0606  HORZ ORDER  -  THIRD
 NT0606
 NT0606.The horizontal coordinates were established by classical geodetic methods
 NT0606.and adjusted by the National Geodetic Survey in July 1992..
 NT0606
 NT0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0606
 NT0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0606
 NT0606.The geoid height was determined by GEOID03.
 NT0606
 NT0606;                    North         East     Units Scale Factor Converg.
 NT0606;SPC ID E     -    94,337.561   219,993.526   MT  0.99995228   +0 09 51.9
 NT0606;UTM  12      - 4,707,456.851   424,149.884   MT  0.99967078   -0 37 26.5
 NT0606
 NT0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0606!SPC ID E     -   0.99956374  x   0.99995228  =   0.99951605
 NT0606!UTM  12      -   0.99956374  x   0.99967078  =   0.99923467
 NT0606
 NT0606                          SUPERSEDED SURVEY CONTROL
 NT0606
 NT0606  NAD 83(1986)-  42 30 56.75409(N)    111 55 24.08467(W) AD(       ) 3
 NT0606  NAD 27      -  42 30 57.04400(N)    111 55 21.24500(W) AD(       ) 3
 NT0606  NGVD 29 (07/19/86) 2794.4    (m)         9168.     (f) VERT ANG       
 NT0606
 NT0606.Superseded values are not recommended for survey control.
 NT0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0606.See file dsdata.txt to determine how the superseded data were derived.
 NT0606
 NT0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN2415007457(NAD 83)
 NT0606_MARKER: 72 = CAIRN
 NT0606
 NT0606  HISTORY     - Date     Condition        Report By
 NT0606  HISTORY     - 1915     FIRST OBSERVED   USGS
 NT0606  HISTORY     - 1963     GOOD             CGS
 NT0606
 NT0606                          STATION DESCRIPTION
 NT0606
 NT0606'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 NT0606'SHARP PEAK KNOWN AS BALDY MOUNTAIN IN SEC. 29, T 10 S, R 39 E, ON THE
 NT0606'DIVIDE BETWEEN BEAR RIVER AND MARSH LAKE OF PORTNEUF RIVER.
 NT0606'
 NT0606'SIGNAL AND STATION MARK--SEVEN FOOT ROCK CAIRN.
 NT0606'
 NT0606'NOTE--CAIRN NEAR --BALDY--, IS PROBABLY THE USGS
 NT0606'STATION --BALDY-- ESTABLISHED BY USGS, 1915.
 NT0606
 NT0606                          STATION RECOVERY (1963)
 NT0606
 NT0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 NT0606'THE STATION IS ABOUT 12 MILES NORTHEAST OF DOWNEY, 9 MILES
 NT0606'SOUTHEAST OF LAVA HOT SPRINGS, ON THE HIGHEST POINT AND NEAR
 NT0606'THE SOUTHEAST END OF THE RIDGE OF SEDGWICK MOUNTAIN.
 NT0606'
 NT0606'CAIRN IS 6 FEET HIGH, 5 FEET WIDE AT THE BASE AND 3 FEET
 NT0606'WIDE AT THE TOP.  A TRAVERSE CONNECTION WAS MADE TO STATION
 NT0606'BALDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0558 ***********************************************************************
 QZ0558  DESIGNATION -  BALDY MTN LOOKOUT CABIN
 QZ0558  PID         -  QZ0558
 QZ0558  STATE/COUNTY-  ID/LEMHI
 QZ0558  USGS QUAD   -  LEESBURG (1989)
 QZ0558
 QZ0558                         *CURRENT SURVEY CONTROL
 QZ0558  ___________________________________________________________________
 QZ0558* NAD 83(1992)-  45 08 41.58389(N)    114 00 32.94605(W)     ADJUSTED  
 QZ0558* NAVD 88     -                                                        
 QZ0558  ___________________________________________________________________
 QZ0558  LAPLACE CORR-          -6.96  (seconds)                    DEFLEC99
 QZ0558  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 QZ0558
 QZ0558  HORZ ORDER  -  THIRD
 QZ0558
 QZ0558.The horizontal coordinates were established by classical geodetic methods
 QZ0558.and adjusted by the National Geodetic Survey in July 1992..
 QZ0558
 QZ0558
 QZ0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0558
 QZ0558.The geoid height was determined by GEOID03.
 QZ0558
 QZ0558;                    North         East     Units Scale Factor Converg.
 QZ0558;SPC ID C     -   386,412.018   499,280.278   MT  0.99994737   -0 00 23.4
 QZ0558;UTM  11      - 5,003,397.809   735,129.355   MT  1.00027984   +2 07 16.2
 QZ0558;UTM  12      - 5,003,451.268   263,431.708   MT  1.00028819   -2 08 02.9
 QZ0558
 QZ0558                          SUPERSEDED SURVEY CONTROL
 QZ0558
 QZ0558  NAD 83(1986)-  45 08 41.58274(N)    114 00 32.94246(W) AD(       ) 4
 QZ0558  NAD 27      -  45 08 41.87000(N)    114 00 29.69000(W) AD(       ) 3
 QZ0558
 QZ0558.Superseded values are not recommended for survey control.
 QZ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0558.See file dsdata.txt to determine how the superseded data were derived.
 QZ0558
 QZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL3512903398(NAD 83)
 QZ0558
 QZ0558  HISTORY     - Date     Condition        Report By
 QZ0558  HISTORY     - 1945     MONUMENTED       CGS
 QZ0558  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QZ0558
 QZ0558                          STATION DESCRIPTION
 QZ0558
 QZ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0558'THE STATION IS THE CENTER OF A DILAPIDATED APPEARING WOODEN
 QZ0558'SHACK USED AS AN EMERGENCY LOOKOUT STATION.  IT IS ABOUT 6 FEET
 QZ0558'SQUARE.  IT IS ON THE HIGHEST POINT OF BALDY MOUNTAIN WHICH
 QZ0558'IS APPROXIMATELY 5-1/2 MILES SW OF SALMON.
 QZ0558'
 QZ0558'CONNECTED BY TRAVERSE FROM TRIANGULATION STATION BAL.
 QZ0558'DISTANCE - 337.40 FEET - 102.840 METERS.
 QZ0558
 QZ0558                          STATION RECOVERY (1955)
 QZ0558
 QZ0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 QZ0558'THE STATION IS DESTROYED.  THE CABIN WAS FOUND OVERTURNED
 QZ0558'ON THE SIDE OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1304 ***********************************************************************
 RA1304  DESIGNATION -  BALLY
 RA1304  PID         -  RA1304
 RA1304  STATE/COUNTY-  ID/IDAHO
 RA1304  USGS QUAD   -  BALLY MOUNTAIN (1963)
 RA1304
 RA1304                         *CURRENT SURVEY CONTROL
 RA1304  ___________________________________________________________________
 RA1304* NAD 83(1992)-  45 06 47.84839(N)    116 15 33.18117(W)     ADJUSTED  
 RA1304* NAVD 88     -      2079.4    (meters)    6822.     (feet)  VERTCON   
 RA1304  ___________________________________________________________________
 RA1304  LAPLACE CORR-          14.15  (seconds)                    DEFLEC99
 RA1304  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 RA1304
 RA1304  HORZ ORDER  -  FIRST
 RA1304
 RA1304.The horizontal coordinates were established by classical geodetic methods
 RA1304.and adjusted by the National Geodetic Survey in July 1992..
 RA1304
 RA1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1304
 RA1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1304
 RA1304.The geoid height was determined by GEOID03.
 RA1304
 RA1304;                    North         East     Units Scale Factor Converg.
 RA1304;SPC ID W     -   383,021.853   759,931.726   MT  0.99995307   -0 21 38.8
 RA1304;UTM  11      - 4,995,802.637   558,269.856   MT  0.99964175   +0 31 29.5
 RA1304
 RA1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1304!SPC ID W     -   0.99967643  x   0.99995307  =   0.99962952
 RA1304!UTM  11      -   0.99967643  x   0.99964175  =   0.99931830
 RA1304
 RA1304|---------------------------------------------------------------------|
 RA1304| PID    Reference Object                     Distance      Geod. Az  |
 RA1304|                                                           dddmmss.s |
 RA1304| CH6365 BALLY RM 1                                         09335     |
 RA1304| RA1298 GRANITE MTN LOOKOUT HOUSE           APPROX. 4.6 KM 1182202.5 |
 RA1304| CH6364 BALLY AZ MK                                        1594159.8 |
 RA1304| CH6366 BALLY RM 2                                         35109     |
 RA1304|---------------------------------------------------------------------|
 RA1304
 RA1304                          SUPERSEDED SURVEY CONTROL
 RA1304
 RA1304  NAD 83(1986)-  45 06 47.84801(N)    116 15 33.17906(W) AD(       ) 1
 RA1304  NAD 27      -  45 06 48.25684(N)    116 15 29.74891(W) AD(       ) 1
 RA1304  NGVD 29 (07/19/86) 2078.2    (m)         6818.     (f) VERT ANG       
 RA1304
 RA1304.Superseded values are not recommended for survey control.
 RA1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1304.See file dsdata.txt to determine how the superseded data were derived.
 RA1304
 RA1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK5827095803(NAD 83)
 RA1304_MARKER: DS = TRIANGULATION STATION DISK
 RA1304_SETTING: 80 = SET IN A BOULDER
 RA1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1304+STABILITY: SURFACE MOTION
 RA1304
 RA1304  HISTORY     - Date     Condition        Report By
 RA1304  HISTORY     - 1946     MONUMENTED       CGS
 RA1304  HISTORY     - 1962     GOOD             USGS
 RA1304  HISTORY     - 1976     GOOD             LOCENG
 RA1304
 RA1304                          STATION DESCRIPTION
 RA1304
 RA1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1304'STATION IS LOCATED ABOUT 10 MILES N AND 1 MILE E OF NEW MEADOWS,
 RA1304'ABOUT 2 MILES E OF U.S. HIGHWAY 95, ABOUT 1/2 MILE N OF THE
 RA1304'IDAHO-ADAMS COUNTY LINE, ON THE SUMMIT OF BALLY MOUNTAIN.
 RA1304'
 RA1304'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN A BURIED
 RA1304'BOULDER FLUSH WITH THE GROUND.  IT IS 18 FEET NNE OF A TRIANGULAR
 RA1304'BLAZED TREE.  DISK IS STAMPED BALLY 1946.  THE UNDERGROUND MARK IS
 RA1304'A BRONZE STATION DISK SET IN BEDROCK.
 RA1304'
 RA1304'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A
 RA1304'BURIED BOULDER FLUSH WITH THE GROUND.  IT IS 18 INCHES LOWER THAN
 RA1304'THE STATION AND 25 FEET NW OF A TRIANGULAR BLAZED TREE.  DISK IS
 RA1304'STAMPED BALLY NO 1 1946.
 RA1304'
 RA1304'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A
 RA1304'BURIED BOULDER FLUSH WITH THE GROUND.  IT IS 3 FEET LOWER THAN THE
 RA1304'STATION.  DISK IS STAMPED BALLY NO 2 1946.
 RA1304'
 RA1304'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN A
 RA1304'BOULDER FLUSH WITH THE GROUND.  IT IS 65 FEET N OF AN OLD ABANDONED
 RA1304'LOOKOUT HOUSE.  DISK IS STAMPED BALLY 1946.
 RA1304'
 RA1304'PICTURE POINT IS THE NW TREE IN A GROUP OF FOUR.  TREE HAS A
 RA1304'TRIANGULAR BLAZE, ALSO A YELLOW TIN FOREST SERVICE SIGN NAILED TO
 RA1304'TRUNK.  GROUND AT TREE IS 0.52 METER LOWER THAN THE STATION.
 RA1304'
 RA1304'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 15 AND U.S. HIGHWAY 95 IN
 RA1304'NEW MEADOWS, GO N ON HIGHWAY 95 FOR 9.6 MILES TO A DIRT ROAD RIGHT,
 RA1304'TURN RIGHT AND GO 0.7 MILE TO FORK, TAKE RIGHT FORK STRAIGHT AHEAD
 RA1304'FOR 0.1 MILE TO ROAD SHARP RIGHT, TURN SHARP RIGHT AND GO 0.3 MILE TO
 RA1304'A FORK, TAKE LEFT FORK FOR 0.9 MILE TO A FORK.  TAKE LEFT FORK FOR
 RA1304'0.15 MILE TO A TRIANGULAR BLAZED TREE ON THE RIGHT.  FROM THIS
 RA1304'POINT, PACK E UP STEEP SLOPE FOR 1/2 MILE, THEN BEAR LEFT FOR ABOUT
 RA1304'1/4 MILE TO A BARREN POINT OF RIDGE, THENCE GO SW UP GRADE AND
 RA1304'THROUGH TIMBER TO A SPRING AND WATERING THROUGH, THENCE LEFT OR NE
 RA1304'UP STEEP SLOPE FOR ABOUT 1/2 MILE TO HIGHEST POINT ON BARREN
 RA1304'MOUNTAIN TO STATION AS DESCRIBED.  NOTE--PACK WILL REQUIRE 3
 RA1304'HOURS.
 RA1304
 RA1304                          STATION RECOVERY (1962)
 RA1304
 RA1304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RA1304'DESCRIPTION AND POSITION LISTED IN NGS QUAD 45116-2, STATION 1001.
 RA1304'
 RA1304'NOTE BY USGS, 1962--FOUND AS DESCRIBED.  STATION MARK AND REFERENCE
 RA1304'MARK NO. 1 FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 NOT FOUND.
 RA1304'STATION REACHED BY HELICOPTER.
 RA1304'
 RA1304'STATION MARK--A BRONZE STATION DISK SET IN A DRILL HOLE IN A BURIED
 RA1304'BOULDER FLUSH WITH THE GROUND.  DISK IS STAMPED---BALLY 1946---.
 RA1304
 RA1304                          STATION RECOVERY (1976)
 RA1304
 RA1304'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 RA1304'BALLY 1946 RECOVERED EXCELLENT.
 RA1304'
 RA1304'BALLY NO 1 1946 RECOVERED GOOD.
 RA1304'
 RA1304'BALLY NO 2 1946 RECOVERED EXCELLENT.
 RA1304'
 RA1304'BALLY 1946 (AZIMUTH MARK) AZIMUTH MARK COULD NOT BE FOUND WITHOUT
 RA1304'INSTRUMENTATION FROM STA. MARK.  ABANDONED LOOKOUT HOUSE HAS FALLEN
 RA1304'TO GROUND AND 65-FT MEASUREMENT COULD NOT BE MADE ADEQUATELY TO
 RA1304'LOCATE MARK WHICH IS FLUSH WITH GROUND IN BRUSH.
 RA1304'
 RA1304'TO REACH FROM JUNCTION OF STATE HIGHWAY 55 AND U.S. HWY. 95 IN NEW
 RA1304'MEADOWS, GO N ON HIGHWAY 95 FOR 9.2 MILES TO BALLY MTN. RD. ON
 RA1304'RIGHT.  TAKE BALLY MTN. RD. E FOR 0.6 M TO FORK.  TAKE LEFT FORK NE
 RA1304'FOR 2.1 MILES TO FORK.  TAKE RIGHT FORK SE FOR 3.2 MILES TO ROAD
 RA1304'COMING IN AT ACUTE ANGLE ON THE LEFT.  TURN AROUND AND TAKE THIS
 RA1304'ROAD N FOR 2.4 MILES TO END OF TRUCK TRAVEL.  PACK NE UP STEEP SLOPE
 RA1304'TO TOP OF BALLY MTN. AND STATION.  ABOUT A 2 HOUR PACK ROUND TRIP.
 RA1304'
 RA1304'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES (AIRLINE)
 RA1304'NORTH OF NEW MEADOWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0645 ***********************************************************************
 OX0645  DESIGNATION -  BAM
 OX0645  PID         -  OX0645
 OX0645  STATE/COUNTY-  ID/TETON
 OX0645  USGS QUAD   -  CLAWSON (1965)
 OX0645
 OX0645                         *CURRENT SURVEY CONTROL
 OX0645  ___________________________________________________________________
 OX0645* NAD 83(1992)-  43 45 59.61725(N)    111 06 37.13426(W)     ADJUSTED  
 OX0645* NAVD 88     -      1875.     (meters)    6152.     (feet)  SCALED    
 OX0645  ___________________________________________________________________
 OX0645  LAPLACE CORR-           8.81  (seconds)                    DEFLEC99
 OX0645  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 OX0645
 OX0645  HORZ ORDER  -  THIRD
 OX0645
 OX0645.The horizontal coordinates were established by classical geodetic methods
 OX0645.and adjusted by the National Geodetic Survey in July 1992..
 OX0645
 OX0645.The orthometric height was scaled from a topographic map.
 OX0645
 OX0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0645
 OX0645.The geoid height was determined by GEOID03.
 OX0645
 OX0645;                    North         East     Units Scale Factor Converg.
 OX0645;SPC ID E     -   233,801.470   285,053.166   MT  1.00003631   +0 43 50.7
 OX0645;UTM  12      - 4,845,951.657   491,120.984   MT  0.99960097   -0 04 34.7
 OX0645
 OX0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0645!SPC ID E     -   0.99970757  x   1.00003631  =   0.99974387
 OX0645!UTM  12      -   0.99970757  x   0.99960097  =   0.99930865
 OX0645
 OX0645:                Primary Azimuth Mark                     Grid Az
 OX0645:SPC ID E     -  CAT                                      007 28 32.1
 OX0645:UTM  12      -  CAT                                      008 16 57.5
 OX0645
 OX0645|---------------------------------------------------------------------|
 OX0645| PID    Reference Object                     Distance      Geod. Az  |
 OX0645|                                                           dddmmss.s |
 OX0645| OX0644 CAT                                 APPROX.13.4 KM 0081222.8 |
 OX0645|---------------------------------------------------------------------|
 OX0645
 OX0645                          SUPERSEDED SURVEY CONTROL
 OX0645
 OX0645  NAD 83(1986)-  43 45 59.61097(N)    111 06 37.11926(W) AD(       ) 3
 OX0645  NAD 27      -  43 45 59.89957(N)    111 06 34.32272(W) AD(       ) 3
 OX0645
 OX0645.Superseded values are not recommended for survey control.
 OX0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0645.See file dsdata.txt to determine how the superseded data were derived.
 OX0645
 OX0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP9112145952(NAD 83)
 OX0645_MARKER: DD = SURVEY DISK
 OX0645_SETTING: 66 = SET IN ROCK OUTCROP
 OX0645_SP_SET: SET IN ROCK OUTCROP
 OX0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0645+STABILITY: POSITION/ELEVATION WELL
 OX0645
 OX0645  HISTORY     - Date     Condition        Report By
 OX0645  HISTORY     - 1941     MONUMENTED       USGS
 OX0645
 OX0645                          STATION DESCRIPTION
 OX0645
 OX0645'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 OX0645'LOCATED IN NW. CORNER OF THE OLD BAMBURGER ESTATE, APPROXIMATELY 35
 OX0645'YDS. E. OF IDAHO STATE HIGHWAY 33, UNDER E-W. FENCE.
 OX0645'
 OX0645'TO REACH FROM TETON COUNTY COURTHOUSE IN DRIGGS, DRIVE N. ON IDAHO
 OX0645'STATE HIGHWAY 33 2.8 MI., STATION IS E. OF SMALL LOG FARMHOUSE.
 OX0645'
 OX0645'STATION MARK--STANDARD TABLET, STAMPED ---BAM 1941---, CEMENTED IN
 OX0645'TOP OF LARGE ROCK.
 OX0645'
 OX0645'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---BAM
 OX0645'NO. 1 1941---, CEMENTED IN ROCK UNDER RIGHT-OF-WAY FENCE, 112.54 FT.
 OX0645'FROM STATION MARK, N 48 DEG 43 MIN E.
 OX0645'
 OX0645'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---BAM
 OX0645'NO. 2 1941---, CEMENTED IN ROCK, 51.10 FT. FROM STATION MARK,
 OX0645'S 89 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1099 ***********************************************************************
 NV1099  DESIGNATION -  BANBURY
 NV1099  PID         -  NV1099
 NV1099  STATE/COUNTY-  ID/GOODING
 NV1099  USGS QUAD   -  THOUSAND SPRINGS (1992)
 NV1099
 NV1099                         *CURRENT SURVEY CONTROL
 NV1099  ___________________________________________________________________
 NV1099* NAD 83(1992)-  42 41 53.52910(N)    114 49 11.96874(W)     ADJUSTED  
 NV1099* NAVD 88     -       970.7    (meters)    3185.     (feet)  VERTCON   
 NV1099  ___________________________________________________________________
 NV1099  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 NV1099  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 NV1099
 NV1099  HORZ ORDER  -  FIRST
 NV1099
 NV1099.The horizontal coordinates were established by classical geodetic methods
 NV1099.and adjusted by the National Geodetic Survey in July 1992..
 NV1099
 NV1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1099
 NV1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1099
 NV1099.The geoid height was determined by GEOID03.
 NV1099
 NV1099;                    North         East     Units Scale Factor Converg.
 NV1099;SPC ID C     -   114,899.741   432,814.153   MT  1.00000288   -0 33 21.9
 NV1099;UTM  11      - 4,729,605.763   678,559.618   MT  0.99999227   +1 28 43.4
 NV1099
 NV1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1099!SPC ID C     -   0.99985026  x   1.00000288  =   0.99985314
 NV1099!UTM  11      -   0.99985026  x   0.99999227  =   0.99984253
 NV1099
 NV1099:                Primary Azimuth Mark                     Grid Az
 NV1099:SPC ID C     -  BANBURY AZ MK                            171 34 30.5
 NV1099:UTM  11      -  BANBURY AZ MK                            169 32 25.2
 NV1099
 NV1099|---------------------------------------------------------------------|
 NV1099| PID    Reference Object                     Distance      Geod. Az  |
 NV1099|                                                           dddmmss.s |
 NV1099| CD4214 BANBURY AZ MK                                      1710108.6 |
 NV1099| CD4215 BANBURY RM 1                          4.553 METERS 25335     |
 NV1099| CD4216 BANBURY RM 2                          4.035 METERS 33719     |
 NV1099|---------------------------------------------------------------------|
 NV1099
 NV1099                          SUPERSEDED SURVEY CONTROL
 NV1099
 NV1099  NAD 83(1986)-  42 41 53.52708(N)    114 49 11.96685(W) AD(       ) 1
 NV1099  NAD 27      -  42 41 53.88100(N)    114 49 08.77900(W) AD(       ) 1
 NV1099  NGVD 29 (07/19/86)  969.9    (m)         3182.     (f) VERT ANG       
 NV1099
 NV1099.Superseded values are not recommended for survey control.
 NV1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1099.See file dsdata.txt to determine how the superseded data were derived.
 NV1099
 NV1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH7856029606(NAD 83)
 NV1099_MARKER: Z = SEE DESCRIPTION
 NV1099_SETTING: 0 = UNSPECIFIED SETTING
 NV1099
 NV1099  HISTORY     - Date     Condition        Report By
 NV1099  HISTORY     - 1945     MONUMENTED       CGS
 NV1099  HISTORY     - 1946     SEE DESCRIPTION  CGS
 NV1099  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NV1099
 NV1099                          STATION DESCRIPTION
 NV1099
 NV1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1099'STATION IS LOCATED ON THE E RIM OF THE SNAKE RIVER CANYON,
 NV1099'20 FEET E OF THE EDGE OF THE RIM, 15 FEET S OF A LONE 3-FOOT
 NV1099'SQUARE BOULDER, AND 0.15 MILE NW OF A FARMHOUSE.
 NV1099'
 NV1099'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 NV1099'BEDROCK AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 NV1099'STAMPED BANBURY 1945.  NO UNDERGROUND MARK WAS SET.
 NV1099'
 NV1099'TO REACH FROM THE HAGERMAN POST OFFICE, FOLLOW U.S. HIGHWAY
 NV1099'30 SOUTH 2.15 MILES TO THE INTERSECTION OF THE HIGHWAY WITH A
 NV1099'SURFACED ROAD LEADING E TO WENDELL, FOLLOW THE SURFACED ROAD
 NV1099'E 5.1 MILEWS TO A CROSS ROAD AT A POWER LINE CROSSING, TURN
 NV1099'RIGHT AND GO S 1.0 MILE TO A RIGHT-ANGLE TURN W IN MAIN ROAD,
 NV1099'TURN RIGHT AGAIN AND GO W 1.0 MILE TO RIGHT-ANGLE TURN SOUTH
 NV1099'IN MAIN ROAD, TURN LEFT AND GO S 4.4 MILES TO A DIRT-ROAD
 NV1099'CROSSING JUST N OF AN IRRIGATION DITCH, TURN RIGHT AND GO 1.3
 NV1099'MILES TO A BARN, TURN RIGHT FOR 0.05 MILE TO PASS A
 NV1099'FARMHOUSE, THEN TURN LEFT ALONG FENCE LINE FOR 0.1 MILE TO
 NV1099'RIM OF CANYON, TURN RIGHT AND FOLLOW THE RIM N ABOUT 0.1 MILE
 NV1099'TO STATION.
 NV1099'
 NV1099'REFERENCE MARK 1 IS LOCATED 5 FEET E OF THE RIM OF THE CANYON.
 NV1099'IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN BEDROCK
 NV1099'FLUSH WITH THE SURFACE OF THE GROUND AND LEVEL WITH THE STATION.
 NV1099'DISK IS STAMPED BANBURY NO 1 1945.
 NV1099'
 NV1099'REFERENCE MARK 2 IS LOCATED 5 FEET SW OF THE LONE 3-FOOT SQUARE
 NV1099'BOULDER.  IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 NV1099'IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND AND LEVEL
 NV1099'WITH THE STATION.  DISK IS STAMPED BANBURY NO 2 1945.
 NV1099'
 NV1099'AZIMUTH MARK IS LOCATED 42 FEET W OF A BOARD GATE, 29 FEET
 NV1099'S OF THE S EDGE OF A TRACK ROAD LEADING DOWN INTO THE CANYON,
 NV1099'AND 6 FEET E OF THE RIM OF THE CANYON.  IT IS A BRONZE AZIMUTH
 NV1099'DISK SET IN A DRILL HOLE IN A 5- BY 3-FOOT OUTCROPPING BOULDER.
 NV1099'DISK IS STAMPED BANBURY 1945.  TO REACH FROM THE BARN IN THE
 NV1099'STATION DESCRIPTION, CONTINUE SW BEYOND THE BARN AND SLIGHTLY
 NV1099'DOWNGRADE 0.05 MILE TO THE BOARD GATE AND THE MARK AS
 NV1099'DESCRIBED.
 NV1099
 NV1099                          STATION RECOVERY (1946)
 NV1099
 NV1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1099'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED AND
 NV1099'FOUND IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE DISTANCE
 NV1099'TO THE REFERENCE MARKS.  THE STATION IS BEST REACHED FROM BUHL.
 NV1099'THE COMPLETE NEW DESCRIPTION FOLLOWS.
 NV1099'
 NV1099'STATION IS LOCATED ABOUT 8 MILES (AIR LINE NNE OF BUHL, ABOUT
 NV1099'8 MILES SSW OF HAGERMAN, AND ON THE E RIM OF THE SNAKE RIVER CANYON.
 NV1099'IT IS A BRONZE STATION DISK SET FLUSH IN BEDROCK FLUSH WITH THE
 NV1099'GROUND.  IT IS 0.15 MILE NW OF A FARMHOUSE, 20 FEET E OF THE RIM
 NV1099'OF THE CANYON, 15 FEET S OF A LONE 3-FOOT BOULDER, AND IS
 NV1099'STAMPED BANBURY 1945.
 NV1099'
 NV1099'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 NV1099'FLUSH WITH THE GROUND AND IS STAMPED BANBURY NO 1 1945.  IT IS
 NV1099'W BY S OF THE STATION AND 5 FEET E OF THE RIM OF THE CANYON.
 NV1099'
 NV1099'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 NV1099'FLUSH WITH THE GROUND AND IS STAMPED BANBURY NO 2 1945.  IT IS
 NV1099'N BY W OF THE STATION AND 5 FEET SW OF THE LONE 3-FOOT BOULDER.
 NV1099'
 NV1099'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 3- BY 5-FOOT
 NV1099'OUTCROPPING ROCK AND IS STAMPED BANBURY 1945.  IT IS ABOUT 0.2
 NV1099'MILE S OF THE STATION, 20 FEET S OF THE S EDGE OF A TRACK ROAD
 NV1099'LEADING DOWN INTO THE CANYON, 6 FEET E OF THE RIM OF THE CANYON,
 NV1099'AND 42 FEET W OF A BOARD GATE.
 NV1099'
 NV1099'TO REACH THE STATION FROM THE POST OFFICE IN BUHL, GO N ON
 NV1099'A MACADAM HIGHWAY FOR 5.4 MILES TO A BRIDGE OVER THE SNAKE
 NV1099'RIVER, CONTINUE N ON MAIN ROAD FOR 3.95 MILES TO A CROSS
 NV1099'ROAD.  HERE TURN LEFT AND FOLLOW A DIRT ROAD W FOR 1.3 MILES
 NV1099'TO A BARN.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 NV1099'CONTINUE SW BEYOND THE BARN AND SLIGHTLY DOWN GRADE FOR 0.05
 NV1099'MILE TO A BOARD GATE AND THE MARK AS DESCRIBED.) HERE TURN
 NV1099'RIGHT AND GO N 0.05 MILE PAST A FARMHOUSE, THEN TURN LEFT AND
 NV1099'GO W ALONG A FENCE LINE FOR 0.1 MILE TO THE RIM OF THE
 NV1099'CANYON, THEN TURN RIGHT AND GO N ALONG CANYON RIM FOR 0.1
 NV1099'MILE TO THE STATION AS DESCRIBED.
 NV1099
 NV1099                          STATION RECOVERY (1962)
 NV1099
 NV1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 NV1099'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 NV1099'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NV1099'ROADS HAVE CHANGED, THE BARN HAS BEEN REMOVED, THE HOUSE IS
 NV1099'ABANDONED AND THE LAND IS NOW OWNED BY MR. JOSEPH HANSON.  BECAUSE
 NV1099'OF THE SOLID BEDROCK THE STATION IS LOCATED IN IT WAS IMPOSSIBLE
 NV1099'TO ANCHOR A WITNESS POST SO TO AID IN THE FUTURE RECOVERY OF THE
 NV1099'STATION A TRIANGLE WAS PAINTED AROUND THE STATION MARK WITH
 NV1099'YELLOW SPRAY PAINT AND CIRCLES WERE PAINTED AROUND THE
 NV1099'REFERENCE MARKS AND AZIMUTH MARK.  A NEW TO REACH FOLLOWS.
 NV1099'
 NV1099'TO REACH THE STATION FROM THE POST OFFICE IN BUHL GO NORTHEAST
 NV1099'ON MAIN STREET FOR 0.45 MILE TO A 3-WAY FORK, TAKE EXTREME
 NV1099'LEFT FORK AND GO NORTH ON THE CLEAR LAKES ROAD FOR 5.0 MILES TO THE
 NV1099'BRIDGE OVER THE SNAKE RIVER, CONTINUE NORTHERLY ON THE CLEAR
 NV1099'LAKES ROAD FOR 4.0 MILES TO A CROSSROAD, TURN LEFT AND GO
 NV1099'WEST ON THE DIRT ROAD FOR 1.4 MILES TO THE ABANDONED HOUSE
 NV1099'ON THE RIGHT AND A FARM LOT ON THE LEFT, CONTINUE WESTERLY ON
 NV1099'THE DIRT ROAD FOR 0.05 MILE TO THE RIM OF THE CANYON AND THE
 NV1099'AZIMUTH MARK ON THE LEFT.  FROM HERE IT IS THE EASIEST TO
 NV1099'PACK NORTH ALONG THE RIM OF THE CANYON FOR ABOUT 0.25 MILE
 NV1099'TO THE STATION AND REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0610 ***********************************************************************
 NT0610  DESIGNATION -  BANCROFT
 NT0610  PID         -  NT0610
 NT0610  STATE/COUNTY-  ID/CARIBOU
 NT0610  USGS QUAD   -  CHESTERFIELD (1981)
 NT0610
 NT0610                         *CURRENT SURVEY CONTROL
 NT0610  ___________________________________________________________________
 NT0610* NAD 83(1992)-  42 45 17.49524(N)    111 56 35.18117(W)     ADJUSTED  
 NT0610* NAVD 88     -      1639.3    (meters)    5378.     (feet)  VERTCON   
 NT0610  ___________________________________________________________________
 NT0610  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 NT0610  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 NT0610
 NT0610  HORZ ORDER  -  SECOND
 NT0610
 NT0610.The horizontal coordinates were established by classical geodetic methods
 NT0610.and adjusted by the National Geodetic Survey in July 1992..
 NT0610
 NT0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0610
 NT0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0610
 NT0610.The geoid height was determined by GEOID03.
 NT0610
 NT0610;                    North         East     Units Scale Factor Converg.
 NT0610;SPC ID E     -   120,891.519   218,300.705   MT  0.99995149   +0 09 06.4
 NT0610;UTM  12      - 4,734,024.192   422,823.828   MT  0.99967328   -0 38 25.0
 NT0610
 NT0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0610!SPC ID E     -   0.99974491  x   0.99995149  =   0.99969641
 NT0610!UTM  12      -   0.99974491  x   0.99967328  =   0.99941827
 NT0610
 NT0610|---------------------------------------------------------------------|
 NT0610| PID    Reference Object                     Distance      Geod. Az  |
 NT0610|                                                           dddmmss.s |
 NT0610| NT0463 S 48                                 20.746 METERS 03320     |
 NT0610| CM4234 BANCROFT AZ MK                                     1244141.5 |
 NT0610| CM4235 BANCROFT RM 1                        14.667 METERS 12552     |
 NT0610|---------------------------------------------------------------------|
 NT0610
 NT0610                          SUPERSEDED SURVEY CONTROL
 NT0610
 NT0610  NAD 83(1986)-  42 45 17.48779(N)    111 56 35.16991(W) AD(       ) 2
 NT0610  NAD 27      -  42 45 17.78410(N)    111 56 32.31980(W) AD(       ) 2
 NT0610  NGVD 29 (07/19/86) 1638.2    (m)         5375.     (f) VERT ANG       
 NT0610
 NT0610.Superseded values are not recommended for survey control.
 NT0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0610.See file dsdata.txt to determine how the superseded data were derived.
 NT0610
 NT0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN2282434024(NAD 83)
 NT0610_MARKER: DS = TRIANGULATION STATION DISK
 NT0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0610
 NT0610  HISTORY     - Date     Condition        Report By
 NT0610  HISTORY     - 1963     MONUMENTED       CGS
 NT0610  HISTORY     - 1968     GOOD             USGS
 NT0610
 NT0610                          STATION DESCRIPTION
 NT0610
 NT0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0610'THE STATION IS ABOUT 4 MILES NORTHWEST OF BANCROFT, 10 MILES
 NT0610'NORTH-NORTHEAST OF LAVA HOT SPRINGS AND 14 MILES EAST-SOUTHEAST
 NT0610'OF INKAM.  THE STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S.
 NT0610'HIGHWAY 30N.
 NT0610'
 NT0610'TO REACH FROM THE RAILROAD DEPOT IN BANCROFT, GO NORTHWEST,
 NT0610'ON U.S. HIGHWAY 30N FOR 3.9 MILES TO THE STATION ON THE LEFT.
 NT0610'
 NT0610'THE STATION MARK IS A STANDARD DISK STAMPED, BANCROFT 1963, IT
 NT0610'IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1
 NT0610'INCH.  IT IS 35 FEET SOUTH OF CENTERLINE OF U.S. 30N, 27
 NT0610'FEET EAST OF EAST GATE POST, 3.6 FEET SOUTH-SOUTHWEST OF A
 NT0610'TELEPHONE POLE, 3.3 FEET EAST OF METAL WITNESS POST, 2.5 FEET
 NT0610'NORTH OF A FENCE, AND ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 NT0610'
 NT0610'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, BANCROFT NO 1 1963,
 NT0610'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 NT0610'GROUND.  IT IS 37 FEET SOUTH OF THE CENTERLINE OF U.S. 30N, 1 FEET
 NT0610'NORTH OF THE FENCE, AND 0.6 FEET HIGHER THAN THE STATION.
 NT0610'
 NT0610'BENCH MARK S 48 IS A STANDARD DISK STAMPED, S 48 1934, SET
 NT0610'IN TOP OF A 5 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 NT0610'IS 58 FEET SOUTHWEST OF A TELEPHONE POLE NO. 39F, 88.5 FEET
 NT0610'SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD TRACK,
 NT0610'33 FEET NORTH OF THE CENTERLINE OF U.S. 30N, AND ON THE NORTH
 NT0610'SIDE OF A SNOW FENCE AT ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 NT0610'
 NT0610'AZIMUTH MARK IS A STANDARD DISK STAMPED, BANCROFT 1963, IT IS
 NT0610'CEMENTED IN A DRILL IN A ROCK OUTCROP, 6 FEET NORTH OF THE
 NT0610'HIGHEST PART OF OUTCROPPING ROCK, ABOUT 100 FEET SOUTH OF
 NT0610'U.S. 30N, 4.0 FEET EAST-SOUTHEAST OF A METAL WITNESS POST,
 NT0610'AND ABOUT 30 FEET HIGHER THAN THE HIGHWAY.  TO REACH AZIMUTH
 NT0610'MARK FROM STATION GO EAST ON U.S. 30N FOR 0.55 MILE TO AZIMUTH
 NT0610'MARK ON RIGHT.
 NT0610
 NT0610                          STATION RECOVERY (1968)
 NT0610
 NT0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NT0610'STATION MARK--A STANDARD DISK STAMPED---BANCROFT 1963---, SET IN
 NT0610'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0572 ***********************************************************************
 NT0572  DESIGNATION -  BANIDA IRON ELEVATOR N GABLE
 NT0572  PID         -  NT0572
 NT0572  STATE/COUNTY-  ID/FRANKLIN
 NT0572  USGS QUAD   -  BANIDA (1969)
 NT0572
 NT0572                         *CURRENT SURVEY CONTROL
 NT0572  ___________________________________________________________________
 NT0572* NAD 83(1994)-  42 13 40.18379(N)    111 59 02.37684(W)     ADJUSTED  
 NT0572* NAVD 88     -                                                        
 NT0572  ___________________________________________________________________
 NT0572  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 NT0572  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 NT0572
 NT0572  HORZ ORDER  -  THIRD
 NT0572
 NT0572.The horizontal coordinates were established by classical geodetic methods
 NT0572.and adjusted by the National Geodetic Survey in November 1997..
 NT0572
 NT0572
 NT0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0572
 NT0572.The geoid height was determined by GEOID03.
 NT0572
 NT0572;                    North         East     Units Scale Factor Converg.
 NT0572;SPC ID E     -    62,342.426   215,079.708   MT  0.99995017   +0 07 22.0
 NT0572;UTM  12      - 4,675,540.949   418,798.933   MT  0.99968113   -0 39 40.9
 NT0572
 NT0572                          SUPERSEDED SURVEY CONTROL
 NT0572
 NT0572  NAD 83(1992)-  42 13 40.18218(N)    111 59 02.37330(W) AD(       ) 4
 NT0572  NAD 83(1986)-  42 13 40.17747(N)    111 59 02.36669(W) AD(       ) 4
 NT0572  NAD 27      -  42 13 40.46600(N)    111 58 59.51900(W) AD(       ) 3
 NT0572
 NT0572.Superseded values are not recommended for survey control.
 NT0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0572.See file dsdata.txt to determine how the superseded data were derived.
 NT0572
 NT0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1879975541(NAD 83)
 NT0572_MARKER: 81 = GABLE
 NT0572
 NT0572  HISTORY     - Date     Condition        Report By
 NT0572  HISTORY     - 1915     FIRST OBSERVED   CGS
 NT0572
 NT0572                          STATION DESCRIPTION
 NT0572
 NT0572'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1579 ***********************************************************************
 NU1579  DESIGNATION -  BANK
 NU1579  PID         -  NU1579
 NU1579  STATE/COUNTY-  ID/ONEIDA
 NU1579  USGS QUAD   -  MALAD CITY WEST (1968)
 NU1579
 NU1579                         *CURRENT SURVEY CONTROL
 NU1579  ___________________________________________________________________
 NU1579* NAD 83(1994)-  42 12 11.66026(N)    112 15 28.22784(W)     ADJUSTED  
 NU1579* NAVD 88     -      1440.1    (meters)    4725.     (feet)  VERTCON   
 NU1579  ___________________________________________________________________
 NU1579  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 NU1579  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NU1579
 NU1579  HORZ ORDER  -  SECOND
 NU1579
 NU1579.The horizontal coordinates were established by classical geodetic methods
 NU1579.and adjusted by the National Geodetic Survey in November 1997..
 NU1579
 NU1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1579
 NU1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1579
 NU1579.The geoid height was determined by GEOID03.
 NU1579
 NU1579;                    North         East     Units Scale Factor Converg.
 NU1579;SPC ID E     -    59,599.057   192,470.612   MT  0.99994807   -0 03 40.5
 NU1579;UTM  12      - 4,673,107.771   396,159.903   MT  0.99973267   -0 50 42.2
 NU1579
 NU1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1579!SPC ID E     -   0.99977641  x   0.99994807  =   0.99972449
 NU1579!UTM  12      -   0.99977641  x   0.99973267  =   0.99950914
 NU1579
 NU1579|---------------------------------------------------------------------|
 NU1579| PID    Reference Object                     Distance      Geod. Az  |
 NU1579|                                                           dddmmss.s |
 NU1579| CM4237 BANK RM 1                             8.060 METERS 10749     |
 NU1579| CM4236 BANK AZ MK                                         1652104.0 |
 NU1579| CM4238 BANK RM 2                            11.924 METERS 34115     |
 NU1579|---------------------------------------------------------------------|
 NU1579
 NU1579                          SUPERSEDED SURVEY CONTROL
 NU1579
 NU1579  NAD 83(1992)-  42 12 11.65756(N)    112 15 28.22379(W) AD(       ) 2
 NU1579  NAD 83(1986)-  42 12 11.65620(N)    112 15 28.21967(W) AD(       ) 2
 NU1579  NAD 27      -  42 12 11.94090(N)    112 15 25.34290(W) AD(       ) 2
 NU1579  NGVD 29 (07/19/86) 1439.0    (m)         4721.     (f) VERT ANG       
 NU1579
 NU1579.Superseded values are not recommended for survey control.
 NU1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1579.See file dsdata.txt to determine how the superseded data were derived.
 NU1579
 NU1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9616073108(NAD 83)
 NU1579_MARKER: DS = TRIANGULATION STATION DISK
 NU1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1579_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1579
 NU1579  HISTORY     - Date     Condition        Report By
 NU1579  HISTORY     - 1960     MONUMENTED       CGS
 NU1579  HISTORY     - 1970     GOOD             NGS
 NU1579
 NU1579                          STATION DESCRIPTION
 NU1579
 NU1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1579'THE STATION IS IN THE NORTHWEST SECTION OF MALAD CITY, AT THE
 NU1579'EXTREME WEST END OF THE DAM THAT RESTRAINS THE MALAD RESERVOIR,
 NU1579'4.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED
 NU1579'AND 4 FEET EAST OF A FENCE LINE.
 NU1579'
 NU1579'TO REACH THE STATION FROM A 5-WAY INTERSECTION OF BANNOCK
 NU1579'STREET, SAMARIA LANE, 3RD NORTH AND 4TH WEST STREETS, PROCEED
 NU1579'NORTH ON 4TH WEST STREET FOR 0.9 MILE TO ITS END AT THE DAM,
 NU1579'TURN SHARP LEFT, WEST, ALONG THE TOP OF THE DAM FOR 0.1 MILE
 NU1579'TO THE STATION.
 NU1579'
 NU1579'THE STATION MARK AND THE UNDERGROUND MARK, STAMPED BANK 1960,
 NU1579'ARE STANDARD DISKS WITH THE SURFACE MARK SET IN A CYLINDRICAL
 NU1579'CONCRETE POST PROJECTING 2 INCHES.
 NU1579'
 NU1579'REFERENCE MARK 1, STAMPED BANK NO 1 1960, IS A STANDARD DISK
 NU1579'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND
 NU1579'IS AT THE SOUTH EDGE OF THE TOP OF THE DAM.
 NU1579'
 NU1579'REFERENCE MARK 2, STAMPED BANK NO 2 1960, IS A STANDARD DISK
 NU1579'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES AND IS
 NU1579'6 FEET SOUTH AND 4 FEET EAST OF A FENCE CORNER AT THE NORTH
 NU1579'EDGE OF THE TOP OF THE DAM.
 NU1579'
 NU1579'THE AZIMUTH MARK, STAMPED BANK 1960, IS A STANDARD DISK SET
 NU1579'IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.  IT IS
 NU1579'AT THE INTERSECTION OF 6TH NORTH STREET AND 4TH WEST STREET,
 NU1579'28 FEET EAST OF THE CENTER LINE OF 4TH WEST STREET, 24 FEET
 NU1579'SOUTH OF THE CENTER LINE OF 6TH NORTH STREET AND 1.5 FEET
 NU1579'NORTHWEST OF THE STREET CORNER SIGN POST.  THIS INTERSECTION
 NU1579'IS ENROUTE TO THE STATION ALONG 4TH WEST STREET.
 NU1579
 NU1579                          STATION RECOVERY (1970)
 NU1579
 NU1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NU1579'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 NU1579'WAS RECOVERED AS DESCRIBED.  THE FOLLOWING IS AN ALTERNATE
 NU1579'TO REACH AND A NEW BOX SCORE.
 NU1579'
 NU1579'TO REACH THE STATION FROM THE MALAD CITY POST OFFICE GO NORTH
 NU1579'ON NORTH MAIN STREET FOR 0.4 MILE TO FOURTH NORTH STREET, TURN
 NU1579'LEFT, AND GO WEST ON FOURTH NORTH STREET, PASSING TO THE SOUTH
 NU1579'OF THE HIGH SCHOOL, FOR 0.55 MILE TO FOURTH WEST STREET,
 NU1579'AT A T INTERSECTION, TURN RIGHT, AND GO NORTH FOR 0.3 MILE
 NU1579'TO SIXTH NORTH STREET, AND THE AZIMUTH MARK ON THE RIGHT.
 NU1579'CONTINUE NORTH ON FOURTH WEST STREET FOR 0.4 MILE TO THE DAM,
 NU1579'TURN SHARP LEFT AND GO SOUTHWEST, AND WEST ON THE TOP OF THE
 NU1579'DAM FOR 0.1 MILE TO THE END OF THE ROAD, AND THE STATION.
 NU1579'
 NU1579'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MALAD CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1324 ***********************************************************************
 OY1324  DESIGNATION -  BANK
 OY1324  PID         -  OY1324
 OY1324  STATE/COUNTY-  ID/BUTTE
 OY1324  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1324
 OY1324                         *CURRENT SURVEY CONTROL
 OY1324  ___________________________________________________________________
 OY1324* NAD 83(1986)-  43 51 36.     (N)    112 43 58.     (W)     SCALED    
 OY1324* NAVD 88     -      1462.435  (meters)    4798.01   (feet)  ADJUSTED  
 OY1324  ___________________________________________________________________
 OY1324  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 OY1324  DYNAMIC HT  -        1461.716 (meters)    4795.65  (feet)  COMP
 OY1324  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 OY1324
 OY1324  VERT ORDER  -  FIRST     CLASS II
 OY1324
 OY1324.The horizontal coordinates were scaled from a topographic map and have
 OY1324.an estimated accuracy of +/- 6 seconds.
 OY1324
 OY1324.The orthometric height was determined by differential leveling
 OY1324.and adjusted by the National Geodetic Survey in December 1992..
 OY1324
 OY1324.The geoid height was determined by GEOID03.
 OY1324
 OY1324.The dynamic height is computed by dividing the NAVD 88
 OY1324.geopotential number by the normal gravity value computed on the
 OY1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1324.degrees latitude (g = 980.6199 gals.).
 OY1324
 OY1324.The modeled gravity was interpolated from observed gravity values.
 OY1324
 OY1324;                    North         East    Units  Estimated Accuracy
 OY1324;SPC ID C     -   244,420.      601,870.      MT  (+/- 180 meters Scaled)
 OY1324
 OY1324                          SUPERSEDED SURVEY CONTROL
 OY1324
 OY1324  NGVD 29 (08/20/92) 1461.382  (m)         4794.55   (f) ADJUSTED    1 2
 OY1324
 OY1324.Superseded values are not recommended for survey control.
 OY1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1324.See file dsdata.txt to determine how the superseded data were derived.
 OY1324
 OY1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP607577(NAD 83)
 OY1324_MARKER: DD = SURVEY DISK
 OY1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY1324_SP_SET: CONCRETE POST
 OY1324_STAMPING: BANK
 OY1324_MARK LOGO: AEC   
 OY1324_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1324+STABILITY: SURFACE MOTION
 OY1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1324+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1992
 OY1324
 OY1324  HISTORY     - Date     Condition        Report By
 OY1324  HISTORY     - UNK      MONUMENTED       AEC
 OY1324  HISTORY     - 19920413 GOOD             NGS
 OY1324
 OY1324                          STATION DESCRIPTION
 OY1324
 OY1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1324'27.8 KM (17.25 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1324'OFFICE IN HOWE, THENCE 0.4 KM (0.25 MI) NORTHEASTERLY ALONG LINCOLN
 OY1324'BOULEVARD, THENCE 2.7 KM (1.65 MI) NORTHWESTERLY ALONG NILE AVENUE,
 OY1324'THENCE 0.2 KM (0.10 MI) NORTHWESTERLY ALONG A GRAVELED ROAD, THENCE
 OY1324'0.3 KM (0.20 MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.1 KM (0.05
 OY1324'MI) WESTERLY ALONG A TRACK ROAD, 0.2 KM (0.10 MI) WEST OF A RADIO
 OY1324'ANTENNA TOWER, 4.5 M (14.8 FT) SOUTH OF THE ROAD CENTER, 0.3 M (1.0
 OY1324'FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7
 OY1324'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS PROTECTED BY A 6
 OY1324'BY 6-FOOT WOOD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1626 ***********************************************************************
 NU1626  DESIGNATION -  BANNOCK
 NU1626  PID         -  NU1626
 NU1626  STATE/COUNTY-  ID/POWER
 NU1626  USGS QUAD   -  BANNOCK PEAK (1971)
 NU1626
 NU1626                         *CURRENT SURVEY CONTROL
 NU1626  ___________________________________________________________________
 NU1626* NAD 83(1992)-  42 36 12.42693(N)    112 42 26.71150(W)     ADJUSTED  
 NU1626* NAVD 88     -      2519.8    (meters)    8267.     (feet)  VERTCON   
 NU1626  ___________________________________________________________________
 NU1626  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 NU1626  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 NU1626
 NU1626  HORZ ORDER  -  FIRST
 NU1626
 NU1626.The horizontal coordinates were established by classical geodetic methods
 NU1626.and adjusted by the National Geodetic Survey in July 1992..
 NU1626
 NU1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1626
 NU1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1626
 NU1626.The geoid height was determined by GEOID03.
 NU1626
 NU1626;                    North         East     Units Scale Factor Converg.
 NU1626;SPC ID E     -   104,190.546   155,626.247   MT  0.99997158   -0 21 57.8
 NU1626;UTM  12      - 4,718,193.246   359,937.640   MT  0.99984136   -1 09 21.5
 NU1626
 NU1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1626!SPC ID E     -   0.99960704  x   0.99997158  =   0.99957863
 NU1626!UTM  12      -   0.99960704  x   0.99984136  =   0.99944846
 NU1626
 NU1626:                Primary Azimuth Mark                     Grid Az
 NU1626:SPC ID E     -  AIRWAY BN 14 3 MI S OF MICHAUD           012 28 17.1
 NU1626:UTM  12      -  AIRWAY BN 14 3 MI S OF MICHAUD           013 15 40.8
 NU1626
 NU1626|---------------------------------------------------------------------|
 NU1626| PID    Reference Object                     Distance      Geod. Az  |
 NU1626|                                                           dddmmss.s |
 NU1626| NU1617 AIRWAY BN 14 3 MI S OF MICHAUD      APPROX.28.7 KM 0120619.3 |
 NU1626| NU1625 8321 VA                              10.335 METERS 03003     |
 NU1626| NU1623 AIR BEACON 12 B                     APPROX.12.8 KM 1192619.8 |
 NU1626| CM4239 BANNOCK AZ MK                                      1510921.3 |
 NU1626| CM4240 BANNOCK RM 1                          6.945 METERS 17356     |
 NU1626|---------------------------------------------------------------------|
 NU1626
 NU1626                          SUPERSEDED SURVEY CONTROL
 NU1626
 NU1626  NAD 83(1986)-  42 36 12.42256(N)    112 42 26.70071(W) AD(       ) 1
 NU1626  NAD 27      -  42 36 12.74100(N)    112 42 23.74300(W) AD(       ) 1
 NU1626  NGVD 29 (07/19/86) 2518.6    (m)         8263.     (f) VERT ANG       
 NU1626
 NU1626.Superseded values are not recommended for survey control.
 NU1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1626.See file dsdata.txt to determine how the superseded data were derived.
 NU1626
 NU1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5993818193(NAD 83)
 NU1626_MARKER: Z = SEE DESCRIPTION
 NU1626_SETTING: 0 = UNSPECIFIED SETTING
 NU1626
 NU1626  HISTORY     - Date     Condition        Report By
 NU1626  HISTORY     - 1936     MONUMENTED       CGS
 NU1626  HISTORY     - 1968     SEE DESCRIPTION  USGS
 NU1626
 NU1626                          STATION DESCRIPTION
 NU1626
 NU1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 NU1626'STATION MARK IS A STANDARD U.S.G.S. DISK SET IN ROCK.
 NU1626'
 NU1626'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. DISK SET IN ROCK.
 NU1626'
 NU1626'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. BENCH MARK SET
 NU1626'IN ROCK, STAMPED 8321 V.A.
 NU1626'
 NU1626'AZIMUTH MARK IS U.S.C. AND G.S. 1936, SET IN ROCK ABOUT 3/4
 NU1626'MILE SSE AIR LINE, ON MAIN RIDGE OF MOUNTAIN.
 NU1626'
 NU1626'TO REACH FROM POCATELLO, TAKE U.S. HIGHWAY 30 NW FROM CENTER
 NU1626'STREET, FOR 11.2 MILES AND TURN LEFT (S) ONTO GRAVEL ROAD
 NU1626'AT WAREHOUSE AT MICHAUD, (SIGN TELEPHONE HERE).  CONTINUE 1.6
 NU1626'MILES AND TURN LEFT (S) AT GRAVEL T-ROAD JUNCTION.  CONTINUE
 NU1626'S FOR 11.5 MILES AND TURN RIGHT (SW) AT SIGN STAR LIGHT
 NU1626'CREEK, MOONSHINE CREEK 4.1 MILES, ETC.  FOLLOW THIS ROAD FOR
 NU1626'4.4 MILES, PASSING UNDER HIGH POWER LINE, TO FORKS.  CONTINUE
 NU1626'ON MAIN LEFT FORK FOR 3.1 MILES TO FORKS.  TAKE MAIN LEFT FORK
 NU1626'FOR 3.4 MILES AND TURN RIGHT (MAIN ROAD GOES UP STEEP
 NU1626'HILLSIDE, HERE).  CONTINUE RIGHT (W) FOR 0.2 MILE TO END OF
 NU1626'TRUCK TRAVEL.  TRUCK CAN BE TAKEN 0.8 MILE FARTHER BUT
 NU1626'NOT ADVISIBLE IN WET WEATHER.  FROM END OF TRUCK TRAVEL
 NU1626'FOLLOW SKID ROAD THAT WINDS UP TO SADDLE ON MAIN RIDGE,
 NU1626'THEN TURN RIGHT (N) UP MAIN RIDGE TO HIGHEST POINT OF
 NU1626'MOUNTAIN AND STATION.  A 2-HOUR DRIVE FROM POCATELLO AND
 NU1626'1-HOUR PACK FROM END OF TRUCK TRAVEL.
 NU1626
 NU1626                          STATION RECOVERY (1968)
 NU1626
 NU1626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (WAO)
 NU1626'ALL MARKS IN GOOD CONDITION.
 NU1626'
 NU1626'REACHED BY HELICOPTER.
 NU1626'
 NU1626'TO REACH FROM POCATELLO AIRPORT BY FLYING S. 14 DEG 30 MIN W. FOR
 NU1626'22.1 MI. TO HIGHEST POINT IN AREA.  LAND ON SMALL BENCH ABOUT
 NU1626'50 YARDS W. AND 30 FT. BELOW HIGHEST POINT AND STATION MARK.
 NU1626'
 NU1626'STATION MARK--STANDARD TABLET STAMPED BANNOCK 1934, CEMENTED
 NU1626'IN ROCK OUTCROP.
 NU1626'
 NU1626'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED
 NU1626'BANNOCK 1934 NO 1, CEMENTED IN ROCK OUTCROP.
 NU1626'
 NU1626'AZIMUTH MARK TURNED IS CENTERLINE OF HIGHEST ANTENNA LOCATED
 NU1626'ON HIGHEST POINT OF WILD HORSE MTN.  (ABOUT 18.0 MI. NE. OF
 NU1626'STATION.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1405 ***********************************************************************
 RA1405  DESIGNATION -  BAR
 RA1405  PID         -  RA1405
 RA1405  STATE/COUNTY-  ID/NEZ PERCE
 RA1405  USGS QUAD   -  WAPSHILLA CREEK (1963)
 RA1405
 RA1405                         *CURRENT SURVEY CONTROL
 RA1405  ___________________________________________________________________
 RA1405* NAD 83(1992)-  45 52 50.75675(N)    116 49 05.75060(W)     ADJUSTED  
 RA1405* NAVD 88     -       274.5    (meters)     901.     (feet)  VERTCON   
 RA1405  ___________________________________________________________________
 RA1405  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 RA1405  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 RA1405
 RA1405  HORZ ORDER  -  SECOND
 RA1405
 RA1405.The horizontal coordinates were established by classical geodetic methods
 RA1405.and adjusted by the National Geodetic Survey in July 1992..
 RA1405
 RA1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1405
 RA1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1405
 RA1405.The geoid height was determined by GEOID03.
 RA1405
 RA1405;                    North         East     Units Scale Factor Converg.
 RA1405;SPC ID W     -   468,743.269   717,076.843   MT  1.00001784   -0 46 01.0
 RA1405;SPC OR N     -   252,553.081 2,785,704.442   MT  0.99997187   +2 36 39.7
 RA1405;SPC OR N     -   828,586.22  9,139,450.27   iFT  0.99997187   +2 36 39.7
 RA1405;UTM  11      - 5,080,815.946   514,102.430   MT  0.99960244   +0 07 49.7
 RA1405
 RA1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1405!SPC ID W     -   0.99995960  x   1.00001784  =   0.99997744
 RA1405!SPC OR N     -   0.99995960  x   0.99997187  =   0.99993148
 RA1405!UTM  11      -   0.99995960  x   0.99960244  =   0.99956206
 RA1405
 RA1405:                Primary Azimuth Mark                     Grid Az
 RA1405:SPC ID W     -  JIM CREEK                                309 32 58.4
 RA1405:SPC OR N     -  JIM CREEK                                306 10 17.7
 RA1405:UTM  11      -  JIM CREEK                                308 39 07.7
 RA1405
 RA1405|---------------------------------------------------------------------|
 RA1405| PID    Reference Object                     Distance      Geod. Az  |
 RA1405|                                                           dddmmss.s |
 RA1405| RA1415 JIM CREEK                           APPROX.10.4 KM 3084657.4 |
 RA1405| RA0456 SAND                                 89.139 METERS 33814     |
 RA1405|---------------------------------------------------------------------|
 RA1405
 RA1405                          SUPERSEDED SURVEY CONTROL
 RA1405
 RA1405  NAD 83(1991)-  45 52 50.75957(N)    116 49 05.75674(W) AD(       ) 2
 RA1405  NAD 83(1986)-  45 52 50.76115(N)    116 49 05.75567(W) AD(       ) 2
 RA1405  NAD 27      -  45 52 51.19892(N)    116 49 02.21478(W) AD(       ) 2
 RA1405  NGVD 29 (07/19/86)  273.4    (m)          897.     (f) VERT ANG       
 RA1405
 RA1405.Superseded values are not recommended for survey control.
 RA1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1405.See file dsdata.txt to determine how the superseded data were derived.
 RA1405
 RA1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1410280816(NAD 83)
 RA1405_MARKER: Z = SEE DESCRIPTION
 RA1405_SETTING: 0 = UNSPECIFIED SETTING
 RA1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA1405
 RA1405  HISTORY     - Date     Condition        Report By
 RA1405  HISTORY     - 1945     MONUMENTED       USE
 RA1405
 RA1405                          STATION DESCRIPTION
 RA1405
 RA1405'DESCRIBED BY US ENGINEERS 1945 (JTJ)
 RA1405'THE STATION IS LOCATED ON THE E BANK OF THE SNAKE RIVER, ABOUT 1/2
 RA1405'MILE NW OF FIRST CREEK, AND APPROXIMATELY 1/2 MILE SE OF CHERRY
 RA1405'CREEK.
 RA1405'
 RA1405'STATION MARK IS A STANDARD BRONZE DISK OF THE U.S. ARMY ENGINEERS
 RA1405'SET FLUSH IN A DRILL HOLE IN A BLACK BOULDER APPROXIMATELY 4 FEET
 RA1405'IN DIAMETER.  IT IS SITUATED AT THE S END OF THE SAND BAR AND
 RA1405'BOAT LANDING, ABOUT 8 FEET ABOVE THE WATER LEVEL AND 12 FEET FROM
 RA1405'IT.  THE DISK IS STAMPED BAR 1941.
 RA1405'
 RA1405'TO REACH THE STATION FROM LEWISTON, GO UP THE RIVER BY BOAT FOR
 RA1405'APPROXIMATELY 48 MILES TO THE BOAT LANDING AND THE STATION AS
 RA1405'DESCRIBED.
 RA1405'
 RA1405'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION.
 RA1405'
 RA1405'NOTE--THIS LOCALE IS BELIEVED TO BE THE PROPOSED CHERRY CREEK
 RA1405'(NEZ PERCE) DAM SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0921 ***********************************************************************
 OZ0921  DESIGNATION -  BARITE
 OZ0921  PID         -  OZ0921
 OZ0921  STATE/COUNTY-  ID/BLAINE
 OZ0921  USGS QUAD   -  HAILEY (1967)
 OZ0921
 OZ0921                         *CURRENT SURVEY CONTROL
 OZ0921  ___________________________________________________________________
 OZ0921* NAD 83(1992)-  43 33 49.74046(N)    114 19 47.67321(W)     ADJUSTED  
 OZ0921* NAVD 88     -      1666.1    (meters)    5466.     (feet)  VERTCON   
 OZ0921  ___________________________________________________________________
 OZ0921  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 OZ0921  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 OZ0921
 OZ0921  HORZ ORDER  -  SECOND
 OZ0921
 OZ0921.The horizontal coordinates were established by classical geodetic methods
 OZ0921.and adjusted by the National Geodetic Survey in July 1992..
 OZ0921
 OZ0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0921
 OZ0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0921
 OZ0921.The geoid height was determined by GEOID03.
 OZ0921
 OZ0921;                    North         East     Units Scale Factor Converg.
 OZ0921;SPC ID C     -   210,787.192   473,347.552   MT  0.99995610   -0 13 38.5
 OZ0921;UTM  11      - 4,826,892.828   715,638.237   MT  1.00017200   +1 50 27.0
 OZ0921
 OZ0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0921!SPC ID C     -   0.99974081  x   0.99995610  =   0.99969692
 OZ0921!UTM  11      -   0.99974081  x   1.00017200  =   0.99991277
 OZ0921
 OZ0921|---------------------------------------------------------------------|
 OZ0921| PID    Reference Object                     Distance      Geod. Az  |
 OZ0921|                                                           dddmmss.s |
 OZ0921| CD4217 BARITE RM 1                           6.620 METERS 01338     |
 OZ0921| CD4218 BARITE RM 2                          10.230 METERS 14204     |
 OZ0921| OZ0920 HAILEY                              APPROX. 6.7 KM 1742021.1 |
 OZ0921|---------------------------------------------------------------------|
 OZ0921
 OZ0921                          SUPERSEDED SURVEY CONTROL
 OZ0921
 OZ0921  NAD 83(1986)-  43 33 49.73785(N)    114 19 47.66719(W) AD(       ) 2
 OZ0921  NAD 27      -  43 33 50.07585(N)    114 19 44.49224(W) AD(       ) 2
 OZ0921  NGVD 29 (07/19/86) 1664.9    (m)         5462.     (f) VERT ANG       
 OZ0921
 OZ0921.Superseded values are not recommended for survey control.
 OZ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0921.See file dsdata.txt to determine how the superseded data were derived.
 OZ0921
 OZ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ1563826893(NAD 83)
 OZ0921_MARKER: DD = SURVEY DISK
 OZ0921_SETTING: 0 = UNSPECIFIED SETTING
 OZ0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0921+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 OZ0921
 OZ0921  HISTORY     - Date     Condition        Report By
 OZ0921  HISTORY     - 1967     MONUMENTED       USGS
 OZ0921  HISTORY     - 20060914 GOOD             USGS
 OZ0921
 OZ0921                          STATION DESCRIPTION
 OZ0921
 OZ0921'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OZ0921'RM 1 TO RM 2 NOT MEASURED.
 OZ0921'
 OZ0921'LOCATED ABOUT 8 MI S. OF KETCHUM.  ABOUT 2 MI N. OF HAILEY.  ON
 OZ0921'THE EAST SIDE OF THE UNION PACIFIC RR. TRACKS.
 OZ0921'
 OZ0921'TO REACH FROM THE POST OFFICE IN HAILEY, DRIVE N. ON U.S. HIGHWAY
 OZ0921'93 FOR 3 MI TO A SIDE RD. E.  TURN RIGHT FOR 0.1 MI TO
 OZ0921'RR. X-ING.  CROSS TRACKS AND GO ABOUT 112 FT S. TO STATION, 34 FT
 OZ0921'E. OF THE EAST RAIL, 22 FT S. OF AN IRRIGATION DITCH.
 OZ0921'
 OZ0921'STATION MARK--A STANDARD USGS BRONZE TABLET STAMPED BARITE
 OZ0921'1967 SET IN A CONC. POST PROJECTING ABOUT 0.1 FT ABOVE GROUND.
 OZ0921'
 OZ0921'REFERENCE MARK NO. 1--A USGS BRONZE STATION MARK TABLET
 OZ0921'STAMPED REFERENCE MARK NO 1 1967 SET ON A COPPER-COATED STEEL
 OZ0921'ROD PROJECTING ABOUT 0.1 FT ABOVE GROUND, 46 FT E. OF THE EAST
 OZ0921'RAIL, 9 FT S. OF A IRRIGATION DITCH IN LINE WITH THE POWER LINE
 OZ0921'POLES.
 OZ0921'
 OZ0921'REFERENCE MARK NO. 2--A USGS BRONZE STATION MARK TABLET
 OZ0921'STAMPED REFERENCE MARK NO 2 1967 SET ON A COPPER-COATED STEEL
 OZ0921'ROD PROJECTING ABOUT 0.4 FT ABOVE GROUND, 46 FT E. OF THE EAST
 OZ0921'RAIL, IN LINE WITH A LINE OF POWER POLES.
 OZ0921
 OZ0921                          STATION RECOVERY (2006)
 OZ0921
 OZ0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1446 ***********************************************************************
 OH1446  DESIGNATION -  BARKER
 OH1446  PID         -  OH1446
 OH1446  STATE/COUNTY-  ID/PAYETTE
 OH1446  USGS QUAD   -  LETHA (1971)
 OH1446
 OH1446                         *CURRENT SURVEY CONTROL
 OH1446  ___________________________________________________________________
 OH1446* NAD 83(1992)-  43 59 18.55614(N)    116 42 39.05271(W)     ADJUSTED  
 OH1446* NAVD 88     -       820.4    (meters)    2692.     (feet)  VERTCON   
 OH1446  ___________________________________________________________________
 OH1446  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 OH1446  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 OH1446
 OH1446  HORZ ORDER  -  THIRD
 OH1446
 OH1446.The horizontal coordinates were established by classical geodetic methods
 OH1446.and adjusted by the National Geodetic Survey in July 1992..
 OH1446
 OH1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1446
 OH1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1446
 OH1446.The geoid height was determined by GEOID03.
 OH1446
 OH1446;                    North         East     Units Scale Factor Converg.
 OH1446;SPC ID W     -   258,361.373   722,924.147   MT  1.00000637   -0 40 02.5
 OH1446;UTM  11      - 4,870,634.844   523,186.992   MT  0.99960661   +0 12 03.0
 OH1446
 OH1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1446!SPC ID W     -   0.99987411  x   1.00000637  =   0.99988048
 OH1446!UTM  11      -   0.99987411  x   0.99960661  =   0.99948077
 OH1446
 OH1446:                Primary Azimuth Mark                     Grid Az
 OH1446:SPC ID W     -  PLYMOUTH                                 248 27 21.1
 OH1446:UTM  11      -  PLYMOUTH                                 247 35 15.6
 OH1446
 OH1446|---------------------------------------------------------------------|
 OH1446| PID    Reference Object                     Distance      Geod. Az  |
 OH1446|                                                           dddmmss.s |
 OH1446| OH1413 PLYMOUTH                            APPROX.14.1 KM 2474718.6 |
 OH1446|---------------------------------------------------------------------|
 OH1446
 OH1446                          SUPERSEDED SURVEY CONTROL
 OH1446
 OH1446  NAD 83(1991)-  43 59 18.55697(N)    116 42 39.05243(W) AD(       ) 3
 OH1446  NAD 83(1986)-  43 59 18.55700(N)    116 42 39.05196(W) AD(       ) 3
 OH1446  NGVD 29 (11/15/90)  819.4    (m)         2688.     (f) VERT ANG       
 OH1446
 OH1446.Superseded values are not recommended for survey control.
 OH1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1446.See file dsdata.txt to determine how the superseded data were derived.
 OH1446
 OH1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2318770635(NAD 83)
 OH1446_MARKER: DD = SURVEY DISK
 OH1446_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1446_SP_SET: METAL PIPE IMBEDDED IN GROUND
 OH1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1446
 OH1446  HISTORY     - Date     Condition        Report By
 OH1446  HISTORY     - 1950     MONUMENTED       USGS
 OH1446  HISTORY     - 1970     GOOD             USGS
 OH1446
 OH1446                          STATION DESCRIPTION
 OH1446
 OH1446'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OH1446'LOCATED ABOUT 13 MI. SE. OF PAYETTE, 3 MI. NE. OF PAYETTE RIVER, 3 MI.
 OH1446'SE. OF BIG WILLOW CREEK, 433 FT. W. OF A FENCE CORNER, 151 FT. S. OF A
 OH1446'DOUBLE WOODEN POWER POLE.
 OH1446'
 OH1446'TO REACH FROM JUNCTION OF STATE HIGHWAY 52 AND U.S. HIGHWAYS 30 AND 95
 OH1446'IN PAYETTE, GO SE. ON STATE HIGHWAY 52 FOR 9.2 MI. TO A PAVED RD. N.,
 OH1446'TURN LEFT FOR 1.1 MI. TO Y-RD., TURN RIGHT ACROSS BRIDGE FOR 1.0 MI.
 OH1446'TO A Y-RD., TURN RIGHT (S.) AND CONTINUE ON PAVED RD. S. AND SE. FOR
 OH1446'4.1 MI. TO A CORRAL ON LEFT, TURN LEFT (N.) PASS THROUGH CORRAL AND
 OH1446'CONTINUE ON TRACK RD. 2.1 MI. TO END OF RD. IN FIELD ON S. SIDE OF
 OH1446'POWER LINE AND STATION.
 OH1446'
 OH1446'STATION MARK--A USGS TABLET STAMPED---BARKER 1950---, RIVETED ON TOP
 OH1446'OF A 3.5 IN. DIAMETER PIPE PROJECTING 1.2 FT. ABOVE GROUND.
 OH1446'
 OH1446'REFERENCE MARK NO. 1--FOUND PULLED FROM GROUND (DESTROYED), USGS 1970.
 OH1446'
 OH1446'REFERENCE MARK NO. 2--NOT FOUND (APPARENTLY DESTROYED), USGS 1970.
 OH1446
 OH1446                          STATION RECOVERY (1970)
 OH1446
 OH1446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OH1446'LOCATED ABOUT 13 MI. SE. OF PAYETTE, 3 MI. NE. OF PAYETTE RIVER, 3
 OH1446'MI. SE. OF BIG WILLOW CREEK, 433 FT. W. OF A FENCE CORNER, 151 FT.
 OH1446'S. OF A DOUBLE WOODEN POWER POLE.
 OH1446'
 OH1446'TO REACH FROM JUNCTION OF STATE HIGHWAY 52 AND U.S. HIGHWAYS 30 AND
 OH1446'95 IN PAYETTE, GO SE. ON STATE HIGHWAY 52 FOR 9.2 MI. TO A PAVED
 OH1446'RD. N., TURN LEFT FOR 1.1 MI. TO Y-RD., TURN RIGHT ACROSS BRIDGE
 OH1446'FOR 1.0 MI. TO A Y-RD., TURN RIGHT (S.) AND CONTINUE ON PAVED RD. S.
 OH1446'AND SE. FOR 4.1 MI. TO A CORRAL ON LEFT, TURN LEFT (N.) PASS THROUGH
 OH1446'CORRAL AND CONTINUE ON TRACK RD. 2.1 MI. TO END OF RD. IN FIELD ON
 OH1446'S. SIDE OF POWER LINE AND STATION.
 OH1446'
 OH1446'STATION MARK--A USGS TABLET STAMPED---BARKER 1950--- RIVETED ON TOP
 OH1446'OF A 3.5 INCH DIAMETER PIPE PROJECTING 1.2 FT. ABOVE GROUND.
 OH1446'
 OH1446'REFERENCE MARK NO. 1--FOUND PULLED FROM GROUND (DESTROYED).
 OH1446'
 OH1446'REFERENCE MARK NO. 2--NOT FOUND (APPARENTLY DESTROYED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1805 ***********************************************************************
 RZ1805  DESIGNATION -  BARN
 RZ1805  PID         -  RZ1805
 RZ1805  STATE/COUNTY-  ID/NEZ PERCE
 RZ1805  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ1805
 RZ1805                         *CURRENT SURVEY CONTROL
 RZ1805  ___________________________________________________________________
 RZ1805* NAD 83(1992)-  46 20 41.92517(N)    116 39 20.15270(W)     ADJUSTED  
 RZ1805* NAVD 88     -       947.5    (meters)    3109.     (feet)  VERTCON   
 RZ1805  ___________________________________________________________________
 RZ1805  LAPLACE CORR-           8.98  (seconds)                    DEFLEC99
 RZ1805  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 RZ1805
 RZ1805  HORZ ORDER  -  THIRD
 RZ1805
 RZ1805.The horizontal coordinates were established by classical geodetic methods
 RZ1805.and adjusted by the National Geodetic Survey in July 1992..
 RZ1805
 RZ1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1805
 RZ1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1805
 RZ1805.The geoid height was determined by GEOID03.
 RZ1805
 RZ1805;                    North         East     Units Scale Factor Converg.
 RZ1805;SPC ID W     -   520,182.393   730,291.419   MT  0.99999304   -0 39 18.8
 RZ1805;UTM  11      - 5,132,435.838   526,501.619   MT  0.99960863   +0 14 57.0
 RZ1805
 RZ1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1805!SPC ID W     -   0.99985423  x   0.99999304  =   0.99984727
 RZ1805!UTM  11      -   0.99985423  x   0.99960863  =   0.99946292
 RZ1805
 RZ1805|---------------------------------------------------------------------|
 RZ1805| PID    Reference Object                     Distance      Geod. Az  |
 RZ1805|                                                           dddmmss.s |
 RZ1805| CH6368 BARN RM 2                             9.982 METERS 08838     |
 RZ1805| CH6367 BARN RM 1                            27.221 METERS 17738     |
 RZ1805| RZ1806 1 71A                               APPROX.10.1 KM 2111147.2 |
 RZ1805|---------------------------------------------------------------------|
 RZ1805
 RZ1805                          SUPERSEDED SURVEY CONTROL
 RZ1805
 RZ1805  NAD 83(1986)-  46 20 41.93068(N)    116 39 20.14844(W) AD(       ) 3
 RZ1805  NAD 27      -  46 20 42.32394(N)    116 39 16.64644(W) AD(       ) 3
 RZ1805  NGVD 29 (07/19/86)  946.4    (m)         3105.     (f) VERT ANG       
 RZ1805
 RZ1805.Superseded values are not recommended for survey control.
 RZ1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1805.See file dsdata.txt to determine how the superseded data were derived.
 RZ1805
 RZ1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM2650232436(NAD 83)
 RZ1805_MARKER: DD = SURVEY DISK
 RZ1805_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RZ1805
 RZ1805  HISTORY     - Date     Condition        Report By
 RZ1805  HISTORY     - 1957     MONUMENTED       USGS
 RZ1805
 RZ1805                          STATION DESCRIPTION
 RZ1805
 RZ1805'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1805'LOCATED ABOUT 2.1 MI SE. OF CULDESAC POST OFFICE.  ABOUT HALFWAY
 RZ1805'UP WINCHESTER GRADE PORTION OF U.S. HWY. 95, IN SOUTHWEST 1/4
 RZ1805'SECTION 25, T35N, R3W, 200 FT N. OF TOP OF SMALL GRASS-COVERED
 RZ1805'HILL WITH LARGE BARN ON TOP.
 RZ1805'
 RZ1805'TO REACH FROM CULDESAC POST OFFICE, DRIVE 0.4 MI W. ON MAIN
 RZ1805'STREET.  TURN LEFT ACROSS CAMAS PRAIRIE RR. TRACKS 0.1 MI S. TO
 RZ1805'U.S. HWY. 95, GO S. UP WINCHESTER GRADE ON U.S. HWY. 95 5.1 MI
 RZ1805'(FROM THIS POINT FOR NEXT 0.5 MI THE HILL WITH STATION IS ON LEFT
 RZ1805'AND IS ENCIRCLED BY HWY.).  GO 0.5 MI AROUND CURVE LEFT ON U.S.
 RZ1805'HWY. 95.  TURN LEFT 0.1 MI N. UP FIELD RD. TO LARGE BARN AT TOP OF
 RZ1805'HILL AND STATION ON OPEN HILLSIDE 158 FT N. OF NORTHEAST CORNER
 RZ1805'OF BARN.
 RZ1805'
 RZ1805'STATION MARK--STANDARD TABLET STAMPED---BARN 1957---, IN CONCRETE
 RZ1805'POST PROJECTING 8 INCHES.
 RZ1805'
 RZ1805'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, IN CONCRETE POST,
 RZ1805'8.9 FT HIGHER THAN STATION MARK.
 RZ1805'
 RZ1805'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0108 ***********************************************************************
 NV0108  DESIGNATION -  BARRY
 NV0108  PID         -  NV0108
 NV0108  STATE/COUNTY-  ID/JEROME
 NV0108  USGS QUAD   -  FALLS CITY (1992)
 NV0108
 NV0108                         *CURRENT SURVEY CONTROL
 NV0108  ___________________________________________________________________
 NV0108* NAD 83(1992)-  42 38 49.93381(N)    114 27 44.37820(W)     ADJUSTED  
 NV0108* NAVD 88     -      1130.382  (meters)    3708.59   (feet)  ADJUSTED  
 NV0108  ___________________________________________________________________
 NV0108  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 NV0108  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 NV0108  DYNAMIC HT  -        1129.788 (meters)    3706.65  (feet)  COMP
 NV0108  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 NV0108
 NV0108  HORZ ORDER  -  FIRST
 NV0108  VERT ORDER  -  SECOND    CLASS 0
 NV0108
 NV0108.The horizontal coordinates were established by classical geodetic methods
 NV0108.and adjusted by the National Geodetic Survey in July 1992..
 NV0108
 NV0108.The orthometric height was determined by differential leveling
 NV0108.and adjusted by the National Geodetic Survey in June 1991..
 NV0108
 NV0108.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0108
 NV0108.The geoid height was determined by GEOID03.
 NV0108
 NV0108.The dynamic height is computed by dividing the NAVD 88
 NV0108.geopotential number by the normal gravity value computed on the
 NV0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0108.degrees latitude (g = 980.6199 gals.).
 NV0108
 NV0108.The modeled gravity was interpolated from observed gravity values.
 NV0108
 NV0108;                    North         East     Units Scale Factor Converg.
 NV0108;SPC ID C     -   109,012.369   462,088.382   MT  0.99996504   -0 18 47.6
 NV0108;UTM  11      - 4,724,760.707   708,026.665   MT  1.00013244   +1 43 11.4
 NV0108
 NV0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0108!SPC ID C     -   0.99982514  x   0.99996504  =   0.99979018
 NV0108!UTM  11      -   0.99982514  x   1.00013244  =   0.99995755
 NV0108
 NV0108|---------------------------------------------------------------------|
 NV0108| PID    Reference Object                     Distance      Geod. Az  |
 NV0108|                                                           dddmmss.s |
 NV0108| NV0106 BARRY RM 1                            8.016 METERS 05852     |
 NV0108| NV0107 BARRY RM 2                            7.028 METERS 13718     |
 NV0108| NV0109 BARRY RM 3                           64.134 METERS 18150     |
 NV0108| CD4219 I80N STA 462+00=BARRY AZ MK 2                      3032720.9 |
 NV0108| NV0110 BARRY AZ MK                                        3553805.1 |
 NV0108|---------------------------------------------------------------------|
 NV0108
 NV0108                          SUPERSEDED SURVEY CONTROL
 NV0108
 NV0108  NAD 83(1986)-  42 38 49.93223(N)    114 27 44.37550(W) AD(       ) 1
 NV0108  NAD 27      -  42 38 50.26500(N)    114 27 41.23700(W) AD(       ) 1
 NV0108  NGVD 29 (??/??/92) 1129.508  (m)         3705.73   (f) ADJ UNCH    2 0
 NV0108
 NV0108.Superseded values are not recommended for survey control.
 NV0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0108.See file dsdata.txt to determine how the superseded data were derived.
 NV0108
 NV0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0802724761(NAD 83)
 NV0108_MARKER: DS = TRIANGULATION STATION DISK
 NV0108_SETTING: 66 = SET IN ROCK OUTCROP
 NV0108_SP_SET: BEDROCK
 NV0108_STAMPING: BARRY 1946
 NV0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0108+STABILITY: POSITION/ELEVATION WELL
 NV0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0108+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 NV0108
 NV0108  HISTORY     - Date     Condition        Report By
 NV0108  HISTORY     - 1946     MONUMENTED       CGS
 NV0108  HISTORY     - 1959     GOOD             CGS
 NV0108  HISTORY     - 1959     GOOD             NGS
 NV0108  HISTORY     - 1977     GOOD             NGS
 NV0108  HISTORY     - 1983     GOOD             NGS
 NV0108  HISTORY     - 20030426 GOOD             ORBITE
 NV0108
 NV0108                          STATION DESCRIPTION
 NV0108
 NV0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CLF)
 NV0108'STATION IS LOCATED ABOUT 6 MILES (AIR LINE) SE OF JEROME, 6 MILES
 NV0108'N OF TWIN FALLS, 3 MILES N OF THE SNAKE RIVER, AND ON THE W END OF
 NV0108'A ROCKY RIDGE WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 NV0108'
 NV0108'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL HOLE
 NV0108'IN BEDROCK AND IS FLUSH WITH THE GROUND.  IT IS 17 FEET NNW OF A
 NV0108'WHITE 4- BY 4-INCH WITNESS POST, 14 FEET E OF A N-S FENCE LINE, AND
 NV0108'38 FEET E OF A TRACK ROAD.  IT IS STAMPED BARRY 1946.  NO
 NV0108'UNDERGROUND MARK WAS SET.
 NV0108'
 NV0108'AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL HOLE IN
 NV0108'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 NV0108'IT IS 12 FEET NNW OF TELEPHONE POLE 18 AND 17 FEET E OF THE CENTER
 NV0108'LINE OF A TRACK ROAD.  IT IS STAMPED BARRY 1946.
 NV0108'
 NV0108'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 NV0108'HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND AND 6 INCHES LOWER
 NV0108'THAN THE STATION MARK.  IT IS STAMPED BARRY NO 1 1946.
 NV0108'
 NV0108'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 NV0108'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 INCH AND IS 1-1/2
 NV0108'FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS STAMPED BARRY
 NV0108'NO 2 1946.
 NV0108'
 NV0108'TO REACH THE STATION FROM THE MAIN STREET IN JEROME, GO S ON U.S.
 NV0108'HIGHWAY 93 FOR 3.7 MILES TO CROSSROADS AT A LARGE STONE SCHOOLHOUSE
 NV0108'IN THE NW CORNER, TURN LEFT (E) AND GO 2.8 MILES TO CROSSROADS,
 NV0108'TURN RIGHT (S) AND GO 1.05 MILES TO A CATTLE GUARD AND FORKS, KEEP
 NV0108'THE LEFT FORK S ALONG A TELEPHONE LINE FOR 0.3 MILE TO THE CREST
 NV0108'OF A LOW RIDGE AND THE STATION ON THE LEFT.
 NV0108
 NV0108                          STATION RECOVERY (1959)
 NV0108
 NV0108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0108'THE REFERENCE AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND
 NV0108'FOUND TO BE IN GOOD CONDITION.  BECAUSE OF CHANGES IN THE TERRAIN
 NV0108'A NEW DESCRIPTION OF THE STATION MARK AND THE TO REACH ARE SHOWN
 NV0108'BELOW.  REFERENCE MARK NO. 3 WAS ESTABLISHED THIS DATE.
 NV0108'
 NV0108'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 25 AND STATE HIGHWAY
 NV0108'79 AT JEROME GO SOUTH ON STATE HIGHWAY 79 FOR 3.8 MILES TO A
 NV0108'PAVED CROSS ROAD AT THE CANYONSIDE SCHOOL.  TURN LEFT, EAST,
 NV0108'AND GO 2.8 MILES TO A GRAVEL CROSS ROAD.  TURN RIGHT, SOUTH,
 NV0108'AND GO 1.1 MILE TO A WIRE GATE.  PASS THRU GATE AND GO SOUTH
 NV0108'0.3 MILE ALONG A TELEPHONE LINE TO THE STATION ON THE LEFT.
 NV0108'
 NV0108'THE STATION MARK, STAMPED BARRY 1946, IS A STANDARD DISK SET
 NV0108'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND, 125 FEET
 NV0108'EAST OF A TRACK ROAD AND 100 FEET EAST OF THE TELEPHONE LINE.
 NV0108'
 NV0108'REFERENCE MARK NO. 3, STAMPED BARRY NO 3 1946, IS A IDAHO DEPT.
 NV0108'OF HIGHWAYS BRONZE DISK SET IN THE TOP OF CYLINDRICAL
 NV0108'PRE-CAST CONCRETE POST PROJECTING 14 INCHES.  THE MARK IS 15
 NV0108'FEET EAST OF A TRACK ROAD AND 3 FEET EAST OF A METAL WITNESS
 NV0108'POST.
 NV0108
 NV0108                          STATION RECOVERY (1959)
 NV0108
 NV0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NV0108'8.0 MI SE FROM JEROME.
 NV0108'3.8 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0108'HIGHWAYS 25 AND 79 AT JEROME, THENCE 2.8 MILES EAST, THENCE 1.4 MILES
 NV0108'SOUTH.  125 FEET EAST OF A TRACK ROAD, 100 FEET EAST OF A TELEPHONE
 NV0108'LINE, 210.41 FEET NORTH OF R.M. 3, 26.20 FEET WEST OF R.M. 1, 23.04
 NV0108'FEET NORTHWEST OF R.M. 2, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH
 NV0108'THE GROUND.
 NV0108
 NV0108                          STATION RECOVERY (1977)
 NV0108
 NV0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NV0108'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 260.
 NV0108'
 NV0108'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NV0108'CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED.  ANOTHER AZIMUTH
 NV0108'MARK WAS ESTABLISHED.  A DIFFERENCE WAS FOUND IN THE HORIZONTAL
 NV0108'ANGLE TO REFERENCE MARK NO. 2.  LANDMARKS HAVE CHANGED, AND THE
 NV0108'ORIGINAL DESCRIPTION IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION
 NV0108'FOLLOWS.
 NV0108'
 NV0108'TO REACH THE STATION FROM THE JEROME POST OFFICE, GO WEST ON FIRST
 NV0108'STREET FOR 0.05 MILE TO A CROSS STREET, TURN LEFT, AND GO SOUTH ON
 NV0108'LINCOLN AVENUE, AND STATE HIGHWAY 79 FOR 2.5 MILES TO THE END OF
 NV0108'THE STATE HIGHWAY, AT THE ENTRANCE TO INTERSTATE 80N, EASTBOUND,
 NV0108'TURN LEFT, AND GO EAST ON INTERSTATE 80N FOR 2.9 MILES TO
 NV0108'MILEPOST NO.  171, AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NV0108'EAST ON INTERSTATE 80N FOR 1.1 MILES TO THE STATION ON THE RIGHT.
 NV0108'
 NV0108'THE STATION MARK, STAMPED BARRY 1946, IS A STANDARD DISK CEMENTED
 NV0108'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH, 1.0 MILE WEST OF THE
 NV0108'JUNCTION OF INTERSTATE 80N, AND U.S. HIGHWAY 93, 0.5 MILE EAST OF
 NV0108'A REST AREA, 0.1 MILE SOUTHEAST OF MILEPOST NO. 172, 180 FEET
 NV0108'SOUTH OF THE CENTER OF THE EASTBOUND LANES OF INTERSTATE 80N, 94
 NV0108'FEET EAST OF TELEPHONE POLE NO. 266 R, 77 FEET SOUTH OF THE
 NV0108'RIGHT-OF-WAY FENCE LINE, AND 2 FEET WEST OF A ROCK CAIRN.
 NV0108'
 NV0108'REFERENCE MARK NO. 1, STAMPED BARRY NO 1 1946, IS A STANDARD DISK
 NV0108'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH, 55 FEET SOUTH OF
 NV0108'THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT NORTH OF A ROCK CAIRN.
 NV0108'
 NV0108'REFERENCE MARK NO. 2, STAMPED BARRY NO 2 1946, IS A STANDARD DISK
 NV0108'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2-INCHES, 1-FOOT
 NV0108'SOUTH OF A ROCK CAIRN, AND 1-FOOT LOWER THAN THE STATION.
 NV0108'
 NV0108'AN IDAHO STATE HIGHWAY RIGHT-OF-WAY DISK, STAMPED STA 462+00 116
 NV0108'RT BARRY 1946 AZ 2 1977, WAS USED FOR THE AZIMUTH MARK, IT IS SET
 NV0108'IN A PRE-CAST CONCRETE POST THAT PROJECTS 4-INCHES, 63 FEET SOUTH
 NV0108'OF THE CENTER OF THE EASTBOUND LANES OF INTERSTATE 80N, 49 FEET
 NV0108'SOUTHWEST OF MILEPOST NO. 171, 3 FEET NORTH OF THE RIGHT-OF-WAY
 NV0108'FENCE LINE, AND 2-FEET EAST OF A METAL WITNESS POST.  THE POINT HELD
 NV0108'WAS THE CENTER-PUNCH MARK IN THE CENTER OF THE DISK.
 NV0108'
 NV0108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHEAST
 NV0108'OF JEROME.
 NV0108
 NV0108                          STATION RECOVERY (1983)
 NV0108
 NV0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0108'4.1 KM (2.55 MI) SOUTH ALONG STATE HWY. 79 FROM THE JCT. OF STATE
 NV0108'HWY. 25 AT JEROME , THENCE 6.5 KM (4.1 MI) SOUTHEAST ALONG I-84 IN
 NV0108'THE TOP CENTER OF A 10 X 10.0 FT. VOLCANIC ROCK OUTCROP ON THE
 NV0108'HIGHEST POINT OF THE WEST END OF A SHORT NARROW RIDGE COVERED BY
 NV0108'EXPOSURES OF VOLCANIC ROCK OUTCROP, 1.45 KM (0.9 MI) NORTHWEST OF THE
 NV0108'INTERSECTION OF U.S. HWY 93, 50.4 M (165.5 FT) SOUTHWEST CENTERLINE
 NV0108'OF THE EAST BOUND HWY. LANES, 44.3 M (145.5 FT) EAST OF A NORTH-SOUTH
 NV0108'BARB WIRE FENCE, 64.1 M (210.5 FT) NORTH OF RM 3, 23.1 M (76.0 FT)
 NV0108'SOUTHWEST OF THE R OF W FENCE, 7.0 M M (23.0 FT) NORTHWEST OF RM 2,
 NV0108'8.0 M (26.0 FT) WEST OF RM 1.
 NV0108
 NV0108                          STATION RECOVERY (2003)
 NV0108
 NV0108'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 NV0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0106 ***********************************************************************
 NV0106  DESIGNATION -  BARRY RM 1
 NV0106  PID         -  NV0106
 NV0106  STATE/COUNTY-  ID/JEROME
 NV0106  USGS QUAD   -  FALLS CITY (1992)
 NV0106
 NV0106                         *CURRENT SURVEY CONTROL
 NV0106  ___________________________________________________________________
 NV0106* NAD 83(1986)-  42 38 50.     (N)    114 27 44.     (W)     SCALED    
 NV0106* NAVD 88     -      1130.240  (meters)    3708.13   (feet)  ADJUSTED  
 NV0106  ___________________________________________________________________
 NV0106  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 NV0106  DYNAMIC HT  -        1129.646 (meters)    3706.18  (feet)  COMP
 NV0106  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 NV0106
 NV0106  VERT ORDER  -  SECOND    CLASS 0
 NV0106
 NV0106.The horizontal coordinates were scaled from a topographic map and have
 NV0106.an estimated accuracy of +/- 6 seconds.
 NV0106
 NV0106.The orthometric height was determined by differential leveling
 NV0106.and adjusted by the National Geodetic Survey in June 1991..
 NV0106
 NV0106.The geoid height was determined by GEOID03.
 NV0106
 NV0106.The dynamic height is computed by dividing the NAVD 88
 NV0106.geopotential number by the normal gravity value computed on the
 NV0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0106.degrees latitude (g = 980.6199 gals.).
 NV0106
 NV0106.The modeled gravity was interpolated from observed gravity values.
 NV0106
 NV0106;                    North         East    Units  Estimated Accuracy
 NV0106;SPC ID C     -   109,010.      462,100.      MT  (+/- 180 meters Scaled)
 NV0106
 NV0106                          SUPERSEDED SURVEY CONTROL
 NV0106
 NV0106  NGVD 29 (??/??/92) 1129.366  (m)         3705.26   (f) ADJ UNCH    2 0
 NV0106
 NV0106.Superseded values are not recommended for survey control.
 NV0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0106.See file dsdata.txt to determine how the superseded data were derived.
 NV0106
 NV0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH080247(NAD 83)
 NV0106_MARKER: DR = REFERENCE MARK DISK
 NV0106_SETTING: 66 = SET IN ROCK OUTCROP
 NV0106_SP_SET: BEDROCK
 NV0106_STAMPING: BARRY NO 1 1946
 NV0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0106+STABILITY: POSITION/ELEVATION WELL
 NV0106
 NV0106  HISTORY     - Date     Condition        Report By
 NV0106  HISTORY     - 1946     MONUMENTED       CGS
 NV0106  HISTORY     - 1959     GOOD             NGS
 NV0106  HISTORY     - 1983     GOOD             NGS
 NV0106
 NV0106                          STATION DESCRIPTION
 NV0106
 NV0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NV0106'8.0 MI SE FROM JEROME.
 NV0106'3.8 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0106'HIGHWAYS 25 AND 79 AT JEROME, THENCE 2.8 MILES EAST, THENCE 1.4 MILES
 NV0106'SOUTH 26.20 FEET EAST OF THE STATION MARK, SET IN A DRILL HOLE IN
 NV0106'BEDROCK FLUSH WITH THE GROUND.
 NV0106
 NV0106                          STATION RECOVERY (1983)
 NV0106
 NV0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0106'4.1 KM (2.55 MI) SOUTH ALONG STATE HWY. 79 FROM THE JCT. OF STATE
 NV0106'HWY. 25 AT JEROME, THENCE 6.5 KM (4.1 MI) SOUTHEAST ALONG I-84, IN
 NV0106'TOP CENTER OF A 1 X 1 FT EXPOSURE OF VOCANIC ROCK OUTCROP FLUSH WITH
 NV0106'THE GROUND ON TOP OF THE NORTH SUOPE OF THE WEST END OF A SHORT
 NV0106'NARROW RIDGE, 1.45 KM (0.9 MI) NORTHWEST OF THE INTERSECTION OF U.S.
 NV0106'HWY. 93, 44.3 M (145.5 FT) SOUTHWEST CENTERLINE EAST BOUND HWY LANES,
 NV0106'50.9 M (167.0 FT) EAST OF A NORTH-SOUTH BARB WIRE FENCE, 70.2 M
 NV0106'(230.5 FT) NORTH OF RM 3, 17.0 M (56.0 FT) SOUTHWEST OF THE R OF W
 NV0106'FENCE, 9.4 M (31.0 FT) NORTHEAST OF RM 2, 8.0 M (26.0 FT) EAST OF THE
 NV0106'STUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0107 ***********************************************************************
 NV0107  DESIGNATION -  BARRY RM 2
 NV0107  PID         -  NV0107
 NV0107  STATE/COUNTY-  ID/JEROME
 NV0107  USGS QUAD   -  FALLS CITY (1992)
 NV0107
 NV0107                         *CURRENT SURVEY CONTROL
 NV0107  ___________________________________________________________________
 NV0107* NAD 83(1986)-  42 38 50.     (N)    114 27 44.     (W)     SCALED    
 NV0107* NAVD 88     -      1130.066  (meters)    3707.56   (feet)  ADJUSTED  
 NV0107  ___________________________________________________________________
 NV0107  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 NV0107  DYNAMIC HT  -        1129.472 (meters)    3705.61  (feet)  COMP
 NV0107  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 NV0107
 NV0107  VERT ORDER  -  SECOND    CLASS 0
 NV0107
 NV0107.The horizontal coordinates were scaled from a topographic map and have
 NV0107.an estimated accuracy of +/- 6 seconds.
 NV0107
 NV0107.The orthometric height was determined by differential leveling
 NV0107.and adjusted by the National Geodetic Survey in June 1991..
 NV0107
 NV0107.The geoid height was determined by GEOID03.
 NV0107
 NV0107.The dynamic height is computed by dividing the NAVD 88
 NV0107.geopotential number by the normal gravity value computed on the
 NV0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0107.degrees latitude (g = 980.6199 gals.).
 NV0107
 NV0107.The modeled gravity was interpolated from observed gravity values.
 NV0107
 NV0107;                    North         East    Units  Estimated Accuracy
 NV0107;SPC ID C     -   109,010.      462,100.      MT  (+/- 180 meters Scaled)
 NV0107
 NV0107                          SUPERSEDED SURVEY CONTROL
 NV0107
 NV0107  NGVD 29 (??/??/92) 1129.192  (m)         3704.69   (f) ADJ UNCH    2 0
 NV0107
 NV0107.Superseded values are not recommended for survey control.
 NV0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0107.See file dsdata.txt to determine how the superseded data were derived.
 NV0107
 NV0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH080247(NAD 83)
 NV0107_MARKER: DR = REFERENCE MARK DISK
 NV0107_SETTING: 66 = SET IN ROCK OUTCROP
 NV0107_SP_SET: BEDROCK
 NV0107_STAMPING: BARRY NO 2 1946
 NV0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0107+STABILITY: POSITION/ELEVATION WELL
 NV0107
 NV0107  HISTORY     - Date     Condition        Report By
 NV0107  HISTORY     - 1946     MONUMENTED       CGS
 NV0107  HISTORY     - 1959     GOOD             NGS
 NV0107  HISTORY     - 1983     GOOD             NGS
 NV0107
 NV0107                          STATION DESCRIPTION
 NV0107
 NV0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NV0107'8.0 MI SE FROM JEROME.
 NV0107'3.8 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0107'HIGHWAYS 25 AND 79 AT JEROME, THENCE 2.8 MILES EAST, THENCE 1.4 MILES
 NV0107'SOUTH.  23.04 FEET SOUTHEAST OF THE STATION MARK, SET IN A DRILL HOLE
 NV0107'IN BEDROCK FLUSH WITH THE GROUND.
 NV0107
 NV0107                          STATION RECOVERY (1983)
 NV0107
 NV0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0107'4.1 KM (2.55 MI) SOUTH ALONG STATE HWY. 79 FROM THE JCT OF STATE HWY.
 NV0107'25 AT JEROME, THENCE 6.5 KM (4.1 MI) SOUTHEAST ALONG I-84, IN THE TOP
 NV0107'CENTER OF A 2 X 3 FT. EXPOSURE OF VOCCANIC ROCK OUTCROP ON THE SOUTH
 NV0107'SLOPE OF A SHORT NARROW RIDGE, 1.45 KM (0.9 MI) NORTHWEST OF THE
 NV0107'INTERSECTION OF U.S. HWY 93, 57.1 MI (187.5 FT) SOUTHWEST CENTERLINE
 NV0107'BOUND HWY LANES, 49.4 KM (162.0 FT) EAST OF A NORTH-SOUTH BARB WIRE
 NV0107'FENCE, 60.2 M (197.5 FT) NORTH OF RM 3, 27.1 M (89.0 FT) SOUTHWEST OF
 NV0107'THE R OF W FENCE, 7.0 M (23.0 FT) SOUTHEAST OF THE STATION, 9.4 M
 NV0107'(31.0 FT) SOUTHWEST OF RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0109 ***********************************************************************
 NV0109  DESIGNATION -  BARRY RM 3
 NV0109  PID         -  NV0109
 NV0109  STATE/COUNTY-  ID/JEROME
 NV0109  USGS QUAD   -  FALLS CITY (1992)
 NV0109
 NV0109                         *CURRENT SURVEY CONTROL
 NV0109  ___________________________________________________________________
 NV0109* NAD 83(1992)-  42 38 47.85646(N)    114 27 44.46868(W)     ADJUSTED  
 NV0109* NAVD 88     -      1128.777  (meters)    3703.33   (feet)  ADJUSTED  
 NV0109  ___________________________________________________________________
 NV0109  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 NV0109  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 NV0109  DYNAMIC HT  -        1128.184 (meters)    3701.38  (feet)  COMP
 NV0109  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 NV0109
 NV0109  HORZ ORDER  -  SECOND
 NV0109  VERT ORDER  -  SECOND    CLASS 0
 NV0109
 NV0109.The horizontal coordinates were established by classical geodetic methods
 NV0109.and adjusted by the National Geodetic Survey in July 1992..
 NV0109
 NV0109.The orthometric height was determined by differential leveling
 NV0109.and adjusted by the National Geodetic Survey in June 1991..
 NV0109
 NV0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0109
 NV0109.The geoid height was determined by GEOID03.
 NV0109
 NV0109.The dynamic height is computed by dividing the NAVD 88
 NV0109.geopotential number by the normal gravity value computed on the
 NV0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0109.degrees latitude (g = 980.6199 gals.).
 NV0109
 NV0109.The modeled gravity was interpolated from observed gravity values.
 NV0109
 NV0109;                    North         East     Units Scale Factor Converg.
 NV0109;SPC ID C     -   108,948.283   462,085.971   MT  0.99996505   -0 18 47.6
 NV0109;UTM  11      - 4,724,696.565   708,026.529   MT  1.00013244   +1 43 11.3
 NV0109
 NV0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0109!SPC ID C     -   0.99982539  x   0.99996505  =   0.99979045
 NV0109!UTM  11      -   0.99982539  x   1.00013244  =   0.99995781
 NV0109
 NV0109                          SUPERSEDED SURVEY CONTROL
 NV0109
 NV0109  NAD 83(1986)-  42 38 47.85489(N)    114 27 44.46598(W) AD(       ) 2
 NV0109  NAD 27      -  42 38 48.18700(N)    114 27 41.32750(W) AD(       ) 2
 NV0109  NGVD 29 (??/??/92) 1127.903  (m)         3700.46   (f) ADJ UNCH    2 0
 NV0109
 NV0109.Superseded values are not recommended for survey control.
 NV0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0109.See file dsdata.txt to determine how the superseded data were derived.
 NV0109
 NV0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0802724697(NAD 83)
 NV0109_MARKER: DR = REFERENCE MARK DISK
 NV0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0109_STAMPING: BARRY NO 3 1946
 NV0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0109+STABILITY: SURFACE MOTION
 NV0109
 NV0109  HISTORY     - Date     Condition        Report By
 NV0109  HISTORY     - 1959     MONUMENTED       CGS
 NV0109  HISTORY     - 1959     GOOD             NGS
 NV0109  HISTORY     - 1983     GOOD             NGS
 NV0109
 NV0109                          STATION DESCRIPTION
 NV0109
 NV0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0109'SEE STATION BARRY.
 NV0109
 NV0109                          STATION RECOVERY (1959)
 NV0109
 NV0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NV0109'8.0 MI SE FROM JEROME.
 NV0109'3.8 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0109'HIGHWAYS 25 AND 79 AT JEROME, THENCE 2.8 MILES EAST, THENCE 1.4 MILES
 NV0109'SOUTH.  210.41 FEET SOUTH OF THE STATION MARK, 15 FEET EAST OF A TRACK
 NV0109'ROAD, 3 FEET EAST OF A METAL WITNESS POST, SET IN A PRE-CAST
 NV0109'CYLINDRICAL CONCRETE POST PROJECTING 14 INCHES.
 NV0109
 NV0109                          STATION RECOVERY (1983)
 NV0109
 NV0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0109'4.1 KM (2.55 MI) SOUTH ALONG STATE HWY 79 FROM THE JCT. OF STATE HWY.
 NV0109'25 AT JEROME , THENCE 6.5 KM (4.1 MI) SOUTHEAST ALONG I-84, 1.45 KM
 NV0109'(0.9 MI) NORTHWEST OF THE INTERSECTION OF U.S. HWY. 93, 114.6 KM
 NV0109'(376.0 FT) SOUTHWEST CENTERLINE EAST BOUND HWY LANES, 87.3 M (286.5
 NV0109'FT) SOUTHWEST OF THE HWY. R OF W FENCE, 41.6 M (136.5 FT) EAST OF A
 NV0109'NORTH SOUTH BARB WIRE FENCE, 64.1 M (210.5 FT) SOUTH OF THE STATION,
 NV0109'60.2 M (197.5 FT) SOUTH OF RM 2, 4.5 M (15.0 FT) EAST CENTERLINE OF A
 NV0109'FAINT TRACK ROAD, 70.2 M (230.5 FT) SOUTH OF RM 1, NOTE: THIS RUN WAS
 NV0109'NOT ESTABLISHED AN THE SAME DATE OF THE STA. AS LED TO BELIEVE IT WAS
 NV0109'ESTABLISHED INTO, THE HORIZONTAL NETWORK IN 1959 BY W.W. HOUSEMEYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1137 ***********************************************************************
 NV1137  DESIGNATION -  BASALT
 NV1137  PID         -  NV1137
 NV1137  STATE/COUNTY-  ID/OWYHEE
 NV1137  USGS QUAD   -  CASTLEFORD BUTTE (1980)
 NV1137
 NV1137                         *CURRENT SURVEY CONTROL
 NV1137  ___________________________________________________________________
 NV1137* NAD 83(1992)-  42 37 14.48139(N)    115 05 47.63062(W)     ADJUSTED  
 NV1137* NAVD 88     -      1248.2    (meters)    4095.     (feet)  VERTCON   
 NV1137  ___________________________________________________________________
 NV1137  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 NV1137  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 NV1137
 NV1137  HORZ ORDER  -  FIRST
 NV1137
 NV1137.The horizontal coordinates were established by classical geodetic methods
 NV1137.and adjusted by the National Geodetic Survey in July 1992..
 NV1137
 NV1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1137
 NV1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1137
 NV1137.The geoid height was determined by GEOID03.
 NV1137
 NV1137;                    North         East     Units Scale Factor Converg.
 NV1137;SPC ID W     -   106,169.012   853,604.898   MT  0.99996867   +0 26 32.9
 NV1137;UTM  11      - 4,720,450.488   656,099.280   MT  0.99989980   +1 17 21.0
 NV1137
 NV1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1137!SPC ID W     -   0.99980680  x   0.99996867  =   0.99977548
 NV1137!UTM  11      -   0.99980680  x   0.99989980  =   0.99970662
 NV1137
 NV1137:                Primary Azimuth Mark                     Grid Az
 NV1137:SPC ID W     -  AIRWAY BEACON 21                         019 03 03.0
 NV1137:UTM  11      -  AIRWAY BEACON 21                         018 12 14.9
 NV1137
 NV1137|---------------------------------------------------------------------|
 NV1137| PID    Reference Object                     Distance      Geod. Az  |
 NV1137|                                                           dddmmss.s |
 NV1137| NV1117 AIRWAY BEACON 21                    APPROX.35.9 KM 0192935.9 |
 NV1137| NV1111 AIRWAY BEACON 20                    APPROX.33.6 KM 0402049.5 |
 NV1137| NV1072 AIRWAY BEACON 19                    APPROX.37.1 KM 0595702.4 |
 NV1137| NV1104 BUHL SEGO MILK CO CHIMNEY           APPROX.28.4 KM 0951228.0 |
 NV1137| CD4221 BASALT RM 1                           5.445 METERS 11548     |
 NV1137| CD4220 BASALT AZ MK                                       1391624.8 |
 NV1137| CD4222 BASALT RM 2                           9.384 METERS 26616     |
 NV1137| NV1141 NOTCH BUTTE CAIRN                   APPROX. 8.3 KM 3113929.7 |
 NV1137| NV1149 GRINDSTONE BUTTE PEAK               APPROX.21.1 KM 3220702.1 |
 NV1137| NV1140 TWIN BUTTES CAIRN                   APPROX.12.8 KM 3221318.1 |
 NV1137|---------------------------------------------------------------------|
 NV1137
 NV1137                          SUPERSEDED SURVEY CONTROL
 NV1137
 NV1137  NAD 83(1986)-  42 37 14.48174(N)    115 05 47.62956(W) AD(       ) 1
 NV1137  NAD 27      -  42 37 14.83300(N)    115 05 44.40800(W) AD(       ) 1
 NV1137  NGVD 29 (07/19/86) 1247.3    (m)         4092.     (f) VERT ANG       
 NV1137
 NV1137.Superseded values are not recommended for survey control.
 NV1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1137.See file dsdata.txt to determine how the superseded data were derived.
 NV1137
 NV1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH5609920450(NAD 83)
 NV1137_MARKER: DS = TRIANGULATION STATION DISK
 NV1137_SETTING: 66 = SET IN ROCK OUTCROP
 NV1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1137
 NV1137  HISTORY     - Date     Condition        Report By
 NV1137  HISTORY     - 1935     MONUMENTED       CGS
 NV1137  HISTORY     - 1947     GOOD             USGS
 NV1137  HISTORY     - 1948     GOOD             CGS
 NV1137  HISTORY     - 1975     GOOD             USGS
 NV1137
 NV1137                          STATION DESCRIPTION
 NV1137
 NV1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 NV1137'ABOUT 25 MILES, AIRLINE, FROM THE TOWN OF GLENNS FERRY, ON
 NV1137'THE CENTER PORTION OF A PROMINENT RIDGE.  THERE IS A ROCKY
 NV1137'OUTCROP OF BASALT APPROXIMATELY 6 FEET HIGH AND ABOUT 50
 NV1137'FEET IN DIAMETER ON THE SUMMIT.
 NV1137'
 NV1137'TO REACH FROM THE POST OFFICE IN GLENNS FERRY, GO EAST ON
 NV1137'U.S. HIGHWAY 30 FOR 0.8 MILE AND KEEP STRAIGHT AHEAD ON THE
 NV1137'GRAVEL ROAD, GO 0.1 MILE AND THROUGH UNDERPASS, GO 0.3 MILE,
 NV1137'CROSS BRIDGE OVER SNAKE RIVER, KEEP RIGHT AT END OF BRIDGE
 NV1137'AND GO 0.3 MILE, TURN RIGHT, GO 0.3 MILE, KEEP STRAIGHT
 NV1137'AHEAD, GO 0.4 MILE, KEEP LEFT (STRAIGHT AHEAD) AND GO 0.5
 NV1137'MILE TO GATE, PASS THROUGH GATE, GO 1.0 MILE, PASS THROUGH
 NV1137'GATE ABOUT 200 YARDS EAST OF SOME RANCH BUILDINGS, GO 0.1
 NV1137'MILE AND KEEP LEFT, GO 0.5 MILE AND PASS THROUGH GATE, GO
 NV1137'1.1 MILES AND KEEP LEFT, GO 0.2 MILE AND KEEP LEFT, GO 3.3
 NV1137'MILES AND KEEP LEFT, GO 0.7 MILE AND KEEP RIGHT (ARROW ON
 NV1137'POST), GO 0.9 MILE, KEEP STRAIGHT AHEAD AT CROSSROADS, GO
 NV1137'1.3 MILES AND KEEP RIGHT AS PER SIGNS HOT SPRINGS-SAILOR CAP
 NV1137'BUTTE, GO 1.9 MILES, KEEP STRAIGHT ON MAIN-TRAVELED ROAD, GO
 NV1137'5.2 MILES KEEP STRAIGHT AHEAD AS PER ARROW, GO 0.1 MILE
 NV1137'AND KEEP LEFT, GO 0.1 MILE AND KEEP LEFT, GO 1.8 MILES AND
 NV1137'KEEP RIGHT, GO 0.05 MILE, KEEP LEFT (AT THIS POINT THE ROAD
 NV1137'CROSSES A SMALL RAVINE), GO 0.1 MILE, KEEP LEFT
 NV1137'FOLLOWING THE DIRECTION OF ARROW MARKED CASTLE FORD 34 MILES,
 NV1137'BEARING IN AN EASTERLY DIRECTION, GO 0.7 MILE AND KEEP
 NV1137'RIGHT, GO 0.2 MILE AND KEEP LEFT, GO 1.6 MILES, KEEP
 NV1137'STRAIGHT AHEAD AT CROSSROADS, GO 1.6 MILES AND KEEP
 NV1137'STRAIGHT AHEAD, GO 1.2 MILES AND KEEP STRAIGHT AHEAD IN
 NV1137'AN EASTERLY DIRECTION AT CROSS ROADS AND FORKS (AT THIS POINT
 NV1137'THE ROAD HAS SEVERAL FORKS), GO 1.5 MILES, AND KEEP STRAIGHT
 NV1137'AHEAD IN AN EASTERLY DIRECTION, GO 1.0 MILE, PASS NOTCH
 NV1137'IN A BUTTE (NOTCH BUTTE) TO THE LEFT, GO 0.6 MILE AND KEEP
 NV1137'LEFT, GO 1.2 MILES AND KEEP LEFT, GO 1.5 MILES AND
 NV1137'KEEP RIGHT, GO 1.6 MILES AND KEEP LEFT, GO 0.4 MILE
 NV1137'AND TAKE RIGHT FORK, GO 0.6 MILE TO SADDLE IN THE RIDGE, TURN
 NV1137'LEFT (EAST-SOUTHEAST) CROSS COUNTRY UP THE RIDGE AND GO 0.7
 NV1137'MILE TO THE END OF TRUCK TRAVEL AND THE STATION.
 NV1137'
 NV1137'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 NV1137'SET IN OUTCROPPING BEDROCK.
 NV1137'
 NV1137'AZIMUTH MARK IS A LARGE BASALT BOULDER OR OUTCROP SOMEWHAT
 NV1137'ON THE SOUTHERLY SIDE OF THE RIDGE TOP AND IS 500 YARDS
 NV1137'SOUTHEAST OF THE STATION.
 NV1137
 NV1137                          STATION RECOVERY (1947)
 NV1137
 NV1137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 NV1137'RECOVERED AS DESCRIBED BY NGS.
 NV1137
 NV1137                          STATION RECOVERY (1948)
 NV1137
 NV1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 NV1137'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 NV1137'CONDITION AS DESCRIBED.
 NV1137'
 NV1137'THE STATION IS ABOUT 12 MILES AIRLINE NORTHWEST OF CASTLE FORD,
 NV1137'25 MILES AIRLINE SOUTHEAST OF GLENNS FERRY ON THE NORTHERLY
 NV1137'ONE OF TWO SAGE COVERED HILLS.
 NV1137'
 NV1137'TO REACH THE STATION FROM CASTLE FORD GO WESTERLY ON THE MAIN
 NV1137'STREET FOR 0.8 MILES FROM THE POST OFFICE, TO THE END OF THE
 NV1137'PAVEMENT AND A CROSS ROAD.  TURN RIGHT, NORTH, ON GRAVEL
 NV1137'ROAD AND GO 1 MILE TO CROSS ROAD.  TURN LEFT AND GO WESTERLY
 NV1137'ON THE MAIN ROAD FOR 3.4 MILES TO A BRIDGE IN CANYON.  CONTINUE
 NV1137'ON MAIN ROAD WESTERLY OUT OF CANYON FOR 2.0 MILES TO A FORK.
 NV1137'KEEP LEFT FORK WESTERLY FOR 1.5 MILES TO AN OLD WRECKED CAR
 NV1137'ON THE LEFT.  CONTINUE WESTERLY ON THE MAIN ROAD FOR 3.3 MILES
 NV1137'TO A TRACK ROAD RIGHT AND A BENCH MARK ON THE LEFT.  TURN
 NV1137'RIGHT ON TRACK ROAD NORTHERLY FOR 0.7 MILE TO A FORK.  KEEP
 NV1137'STRAIGHT AHEAD ON THE LEFT FORK FOR 1.1 MILE TO A FORK.
 NV1137'KEEP RIGHT FORK FOR 0.05 MILE TO ANOTHER FORK.  KEEP RIGHT
 NV1137'FORK FOR 1.0 MILE TO A FORK.  TAKE LEFT FORK FOR ABOUT 50
 NV1137'FEET TO ANOTHER FORK.  TURN LEFT WESTERLY AND GO 0.3
 NV1137'MILE TO A DIM FORK RIGHT.  CONTINUE STRAIGHT AHEAD ON LEFT
 NV1137'FORK FOR 0.3 MILE TO A FORK.  TAKE RIGHT FORK AND
 NV1137'CONTINUE NORTHWESTERLY UP THE HILL FOR 1.1 MILE TO THE
 NV1137'HIGHEST POINT AND THE STATION.
 NV1137'
 NV1137'THE MARK IS A STANDARD BRONZE DISK SET IN A LARGE BOULDER
 NV1137'IN ABOUT THE CENTER OF A LARGE GROUP OF BOULDERS PROJECTING
 NV1137'ABOUT 6 FEET ABOVE THE SURROUNDING SURFACE NEAR THE HIGHEST
 NV1137'POINT OF THE HILL.  IT IS STAMPED BASALT 1935.
 NV1137'
 NV1137'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK
 NV1137'SET IN A LARGE BOULDER AT THE EDGE OF THE GROUP OF BOULDERS
 NV1137'AND IS ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED
 NV1137'BASALT NO 1 1935.
 NV1137'
 NV1137'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK
 NV1137'SET IN A LARGE BOULDER ON THE WEST EDGE OF THE GROUP OF
 NV1137'BOULDERS AND IS ABOUT 3 FEET LOWER THAN THE STATION.  IT
 NV1137'IS STAMPED BASALT NO 2 1935.
 NV1137'
 NV1137'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A LARGE BOULDER
 NV1137'PROJECTING ABOUT 3 FEET, ABOUT 150 FEET WEST OF THE TRACK
 NV1137'ROAD LEADING TO THE STATION AND IS 0.2 MILE SOUTH OF THE
 NV1137'STATION.  IT IS STAMPED BASALT NO 3 1935.
 NV1137
 NV1137                          STATION RECOVERY (1975)
 NV1137
 NV1137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV1137'NOTE BY USGS, 1975--ALL MARKS IN GOOD CONDITION.  OCCUPIED ONLY TO
 NV1137'ESTABLISH ETVA ELEVATION.  NEW TO REACH FOLLOWS
 NV1137'
 NV1137'CASTLEFORD, 2.8 MI. W. AND 1.0 MI. N. OF TO RD. CROSSING, THEN W. ON
 NV1137'PAVED RD. PAST BALANCED ROCK FOR 2.8 MI. TO Y-RD. AT END OF PAVEMENT,
 NV1137'THEN RIGHT (N.) FOR 4.8 MI. TO RD. CROSSING, THENCE TURN LEFT (W.) 2.9
 NV1137'MI. TO T-RD. JUNCTION S., THENCE W. 2.0 MI. TO CROSSROADS, TURN LEFT
 NV1137'(S.) AND GO 0.3 MI., THENCE W. 0.25 MI. TO ED WHEELERS FARM, PROCEED
 NV1137'SW. PAST FARM HOUSE 0.3 MI. TO RD. CROSSING AT BASE OF LONG BUTTE,
 NV1137'THENCE 2.15 MI. NW. ALONG FIELD RD. PARALLELING DRAIN DITCH TO TRACK
 NV1137'RD. SW., THENCE 0.4 MI. SSW. OF TRACK RD. TO RD. CROSSING, THENCE 0.6
 NV1137'MI. SE. ALONG JEEP TRAIL TO STATION.
 NV1137'
 NV1137'STATION MARK--A STANDARD BRONZE DISK SET IN A LARGE BOULDER IN ABOUT
 NV1137'THE CENTER OF A LARGE GROUP OF BOULDERS PROJECTING ABOUT 6 FT. ABOVE
 NV1137'THE SURROUNDING SURFACE NEAR THE HIGHEST POINT OF THE HILL.  IT IS
 NV1137'STAMPED---BASALT 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1317 ***********************************************************************
 OH1317  DESIGNATION -  BASALT BUTTE
 OH1317  PID         -  OH1317
 OH1317  STATE/COUNTY-  ID/ADA
 OH1317  USGS QUAD   -  BIG FOOT BUTTE (1992)
 OH1317
 OH1317                         *CURRENT SURVEY CONTROL
 OH1317  ___________________________________________________________________
 OH1317* NAD 83(1992)-  43 12 17.13996(N)    116 13 44.83319(W)     ADJUSTED  
 OH1317* NAVD 88     -      1078.3    (meters)    3538.     (feet)  VERTCON   
 OH1317  ___________________________________________________________________
 OH1317  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 OH1317  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 OH1317
 OH1317  HORZ ORDER  -  SECOND
 OH1317
 OH1317.The horizontal coordinates were established by classical geodetic methods
 OH1317.and adjusted by the National Geodetic Survey in July 1992..
 OH1317
 OH1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1317
 OH1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1317
 OH1317.The geoid height was determined by GEOID03.
 OH1317
 OH1317;                    North         East     Units Scale Factor Converg.
 OH1317;SPC ID W     -   170,954.294   761,064.611   MT  0.99995198   -0 19 40.8
 OH1317;UTM  11      - 4,783,842.000   562,624.205   MT  0.99964824   +0 31 40.0
 OH1317
 OH1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1317!SPC ID W     -   0.99983352  x   0.99995198  =   0.99978551
 OH1317!UTM  11      -   0.99983352  x   0.99964824  =   0.99948182
 OH1317
 OH1317|---------------------------------------------------------------------|
 OH1317| PID    Reference Object                     Distance      Geod. Az  |
 OH1317|                                                           dddmmss.s |
 OH1317| CD4225 BASALT BUTTE RM 2                    14.665 METERS 20837     |
 OH1317| CD4224 BASALT BUTTE RM 1                     8.741 METERS 29010     |
 OH1317| CD4223 BASALT BUTTE AZ MK                                 3402440.9 |
 OH1317|---------------------------------------------------------------------|
 OH1317
 OH1317                          SUPERSEDED SURVEY CONTROL
 OH1317
 OH1317  NAD 83(1986)-  43 12 17.14044(N)    116 13 44.82858(W) AD(       ) 2
 OH1317  NAD 27      -  43 12 17.53808(N)    116 13 41.44651(W) AD(       ) 2
 OH1317  NGVD 29 (07/19/86) 1077.4    (m)         3535.     (f) VERT ANG       
 OH1317
 OH1317.Superseded values are not recommended for survey control.
 OH1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1317.See file dsdata.txt to determine how the superseded data were derived.
 OH1317
 OH1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH6262483842(NAD 83)
 OH1317_MARKER: Z = SEE DESCRIPTION
 OH1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1317_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1317
 OH1317  HISTORY     - Date     Condition        Report By
 OH1317  HISTORY     - 1944     MONUMENTED       CGS
 OH1317  HISTORY     - 1947     SEE DESCRIPTION  USGS
 OH1317  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OH1317  HISTORY     - 1979     GOOD             NGS
 OH1317
 OH1317                          STATION DESCRIPTION
 OH1317
 OH1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1317'STATION IS LOCATED ON THE SUMMIT OF A FLAT-TOPPED HILL KNOWN
 OH1317'AS BASALT BUTTE ABOUT 17 MILES (AIR LINE) ENE OF MURPHY AND
 OH1317'ABOUT THE SAME DISTANCE SSE OF KUNA.
 OH1317'
 OH1317'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 OH1317'SET IN CONCRETE.  AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL
 OH1317'HOLE IN A BOULDER.
 OH1317'
 OH1317'SURFACE AND UNDERGROUND MARKS ARE STAMPED BASALT BUTTE 1944.
 OH1317'
 OH1317'REFERENCE MARK 1 IS STAMPED BASALT BUTTE NO 1 1944 AND PROJECTS
 OH1317'6 INCHES ABOVE GROUND.  IT IS AT ABOUT THE SAME ELEVATION
 OH1317'AS STATION MARK.
 OH1317'
 OH1317'REFERENCE MARK 2 IS STAMPED BASALT BUTTE NO 2 1944 AND PROJECTS
 OH1317'3 INCHES ABOVE GROUND.  IT IS AT ABOUT THE SAME ELEVATION
 OH1317'AS STATION MARK.
 OH1317'
 OH1317'AZIMUTH MARK IS STAMPED BASALT BUTTE 1944 AND IS FLUSH WITH THE
 OH1317'GROUND.  IT IS ON THE EXTREME N EDGE OF THE BUTTE.
 OH1317'
 OH1317'TO REACH STATION FROM THE POST OFFICE AT KUNA, GO E AND S
 OH1317'ON PAVED ROAD FOR 0.25 MILE AND, AS THE HIGHWAY TURNS LEFT, KEEP
 OH1317'STRAIGHT AHEAD S ON A DIRT ROAD, CROSSING A BRIDGE AND RAILROAD
 OH1317'TRACKS, AND CONTINUE 12.9 MILES.  TURN LEFT ON ROAD PARALLELING
 OH1317'POWER-TRANSMISSION LINE AND GO 4.9 MILES TO THE TOP OF A GRADE
 OH1317'ON THE ROAD WHERE A ROAD TURNS OFF TO THE RIGHT LEADING DOWN
 OH1317'INTO CANYON TO THE SWAN FALLS HYDROELECTRIC STATION.  CONTINUE
 OH1317'STRAIGHT AHEAD FOR 1.0 MILE TO POLE 32.  TURN LEFT ONTO A
 OH1317'TRACK ROAD AND GO 1.5 MILES.  TURN RIGHT, GO 0.3 MILE.  TURN
 OH1317'LEFT (E) AND FOLLOW FIRE-BREAK AND TRACK ROAD FOR 3.0
 OH1317'MILES.  TURN LEFT (N) AND GO 0.2 MILE.  TURN RIGHT (E) AND
 OH1317'GO 1.9 MILES.  TURN RIGHT (S) AND GO 0.7 MILE.  TURN LEFT (SE)
 OH1317'CROSS COUNTRY AND GO 0.5 MILE TO HIGH GROUND AND THE
 OH1317'STATION.
 OH1317'
 OH1317'HEIGHT OF LIGHT ABOVE STATION MARK - 3.0 METERS.
 OH1317
 OH1317                          STATION RECOVERY (1947)
 OH1317
 OH1317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 OH1317'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 OH1317'CONCRETE.  AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A
 OH1317'BOULDER.
 OH1317'
 OH1317'SURFACE AND UNDERGROUND MARKS ARE STAMPED---BASALT BUTTE 1944---.
 OH1317
 OH1317                          STATION RECOVERY (1958)
 OH1317
 OH1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OH1317'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 OH1317'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 OH1317'WAS NOT RECOVERED THIS DATE.  THE TO REACH IS ADEQUATE.
 OH1317'DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS CHECKED THOSE OF
 OH1317'1944 WITHIN ACCEPTABLE LIMITS.
 OH1317
 OH1317                          STATION RECOVERY (1979)
 OH1317
 OH1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1317'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 OH1317'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO THE
 OH1317'REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 2
 OH1317'CHECKED,  A DIFFERENCE OF 0.007 METER SHORTER WAS NOTED IN THE
 OH1317'DISTANCE TO REFERENCE MARK 1.  A COMPLETE DESCRIPTION FOLLOWS.
 OH1317'R. 2 E. ABOUT 8 MILES EAST-SOUTHEAST OF SWAN FALLS DAM,  12-3/4
 OH1317'MILES SOUTHWEST OF ORCHARD,  22 MILES SOUTH-SOUTHWEST OF KUNA
 OH1317'AND IS ATOP A HILL LOCALLY KNOWN AS BASALT BUTTE.
 OH1317'IT IS ON PROPERTY OF THE FEDERAL BUREAU OF LAND MANAGEMENT.
 OH1317'
 OH1317'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ORCHARD, GO
 OH1317'SOUTH AND WEST ON A CINDER AND DIRT ROAD FOR 3.9 MILES TO A
 OH1317'CATTLEGUARD AND A SIGN  -ENTERING RANGE AREA- .  CONTINUE
 OH1317'WESTERLY ON THE DIRT ROAD FOR 2.5 MILES TO A FORK AND A SMALL
 OH1317'BUTTE STRAIGHT AHEAD.  BEAR LEFT AND GO SOUTHWEST FOR 2.6 MILES
 OH1317'TO A SIDE ROAD LEFT, (AT THIS POINT -CHRISTMAS MOUNTAIN- WITH A
 OH1317'LOOKOUT TOWER ATOP IT, IS SOUTHWEST).  TURN LEFT AND GO SOUTH ON
 OH1317'A DIRT ROAD FOR 2.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 OH1317'GO WESTERLY FOR 0.8 MILES TO A CROSSROAD.  CONTINUE AHEAD FOR 0.8
 OH1317'MILES TO A FORK.  BEAR RIGHT AND GO SOUTHWESTERLY FOR 0.6 MILES
 OH1317'TO A CROSSROAD.  CONTINUE AHEAD, SOUTHWESTERLY, AND UPHILL FOR
 OH1317'1.3 MILES TO THE TOP OF THE HILL AND THE AZIMUTH MARK 0.05 MILES
 OH1317'TO THE RIGHT.  CONTINUE AHEAD ON THE DIRT ROAD FOR 0.3 MILES TO A
 OH1317'FORK.  BEAR LEFT AND GO SOUTH FOR 0.05 MILE TO A TRACK ROAD RIGHT
 OH1317'AND THE STATION ON THE RIGHT.  THE STATION IS NOT ON THE HIGHEST
 OH1317'POINT OF THE HILL.
 OH1317'
 OH1317'THE STATION IS A STANDARD CGS DISK
 OH1317'STAMPED---BASALT BUTTE 1944---,
 OH1317'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH1317'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1317'4.4 METERS SOUTH FROM THE APPROXIMATE CENTER OF A TRACK ROAD.
 OH1317'9.0 METERS WEST FROM THE APPROXIMATE CENTER OF THE MAIN TRAVELED
 OH1317'TRACK ROAD.
 OH1317'8.5 METERS SOUTH-SOUTHEAST FROM METAL WITNESS POST.
 OH1317'
 OH1317'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH1317'STAMPED---BASALT BUTTE NO 1 1944---,
 OH1317'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH1317'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1317'3.1 METERS NORTH FROM THE APPROXIMATE CENTER OF A DIM TRACK ROAD.
 OH1317'10.8 METERS WEST FROM THE APPROXIMATE CENTER OF THE MAIN TRAVELED
 OH1317'TRACK ROAD.
 OH1317'0.4 METERS WEST-NORTHWEST FROM A METAL WITNESS POST.
 OH1317'MARK IS LEVEL WITH STATION.
 OH1317'
 OH1317'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OH1317'STAMPED---BASALT BUTTE NO2 1944---,
 OH1317'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH1317'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1317'24.0 METERS WEST FROM THE APPROXIMATE CENTER OF THE MAIN
 OH1317'TRACK ROAD,
 OH1317'15.9 METERS SOUTHWEST FROM A METAL WITNESS POST.
 OH1317'13.1 METERS SOUTH FROM THE APPROXIMATE CENTER OF THE DIM TRACK
 OH1317'ROAD.
 OH1317'MARK IS LEVEL WITH STATION.
 OH1317'
 OH1317'AZIMUTH MARK IS A STANDARD CGS DISK
 OH1317'STAMPED---BASALT 1944---,
 OH1317'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OH1317'0.05 MILES WEST FROM THE MAIN TRAVELED TRACK ROAD.
 OH1317'
 OH1317'NO LIGHT SHOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0647 ***********************************************************************
 SV0647  DESIGNATION -  BASIN
 SV0647  PID         -  SV0647
 SV0647  STATE/COUNTY-  ID/KOOTENAI
 SV0647  USGS QUAD   -  BAYVIEW (1996)
 SV0647
 SV0647                         *CURRENT SURVEY CONTROL
 SV0647  ___________________________________________________________________
 SV0647* NAD 83(1992)-  47 58 32.22436(N)    116 32 49.44212(W)     ADJUSTED  
 SV0647* NAVD 88     -       627.151  (meters)    2057.58   (feet)  ADJUSTED  
 SV0647  ___________________________________________________________________
 SV0647  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 SV0647  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 SV0647  DYNAMIC HT  -         627.169 (meters)    2057.64  (feet)  COMP
 SV0647  MODELED GRAV-     980,622.3   (mgal)                       NAVD 88
 SV0647
 SV0647  HORZ ORDER  -  SECOND
 SV0647  VERT ORDER  -  FIRST     CLASS II
 SV0647
 SV0647.The horizontal coordinates were established by classical geodetic methods
 SV0647.and adjusted by the National Geodetic Survey in July 1992..
 SV0647
 SV0647.The orthometric height was determined by differential leveling
 SV0647.and adjusted by the National Geodetic Survey in June 1991..
 SV0647
 SV0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0647
 SV0647.The geoid height was determined by GEOID03.
 SV0647
 SV0647.The dynamic height is computed by dividing the NAVD 88
 SV0647.geopotential number by the normal gravity value computed on the
 SV0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0647.degrees latitude (g = 980.6199 gals.).
 SV0647
 SV0647.The modeled gravity was interpolated from observed gravity values.
 SV0647
 SV0647;                    North         East     Units Scale Factor Converg.
 SV0647;SPC ID W     -   701,363.756   740,494.716   MT  0.99997683   -0 35 31.7
 SV0647;UTM  11      - 5,313,689.511   533,802.627   MT  0.99961404   +0 20 11.3
 SV0647
 SV0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0647!SPC ID W     -   0.99990442  x   0.99997683  =   0.99988125
 SV0647!UTM  11      -   0.99990442  x   0.99961404  =   0.99951850
 SV0647
 SV0647|---------------------------------------------------------------------|
 SV0647| PID    Reference Object                     Distance      Geod. Az  |
 SV0647|                                                           dddmmss.s |
 SV0647| SV0649 BASIN RM 1                           10.742 METERS 11620     |
 SV0647| SV0648 BASIN RM 2                            6.944 METERS 21123     |
 SV0647| SV1542 NAVAL                               APPROX. 1.0 KM 3012736.7 |
 SV0647|---------------------------------------------------------------------|
 SV0647
 SV0647                          SUPERSEDED SURVEY CONTROL
 SV0647
 SV0647  NAD 83(1986)-  47 58 32.22990(N)    116 32 49.43554(W) AD(       ) 2
 SV0647  NAD 27      -  47 58 32.60269(N)    116 32 45.69710(W) AD(       ) 2
 SV0647  NGVD 29 (??/??/92)  625.948  (m)         2053.63   (f) ADJ UNCH    1 2
 SV0647
 SV0647.Superseded values are not recommended for survey control.
 SV0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0647.See file dsdata.txt to determine how the superseded data were derived.
 SV0647
 SV0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3380313690(NAD 83)
 SV0647_MARKER: DS = TRIANGULATION STATION DISK
 SV0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0647_STAMPING: BASIN 1947
 SV0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0647+STABILITY: SURFACE MOTION
 SV0647
 SV0647  HISTORY     - Date     Condition        Report By
 SV0647  HISTORY     - 1947     MONUMENTED       CGS
 SV0647  HISTORY     - 1947     GOOD             CGS
 SV0647  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SV0647  HISTORY     - 1961     SEE DESCRIPTION  USGS
 SV0647
 SV0647                          STATION DESCRIPTION
 SV0647
 SV0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 SV0647'THE STATION IS AT THE SOUTH END OF PEND OREILLE LAKE ON THE SOUTH
 SV0647'SHORE OF SQUAW (SCENIC) BAY, ABOUT 0.6 MILES EAST OF THE DOCKS
 SV0647'OF THE U.S. NAVYS DAVID TAYLOR MODEL BASIN FIELD STATION, ABOUT
 SV0647'HALF WAY BETWEEN THE TOWN OF BAYVIEW AND LEIBERG POINT ON A GENTLY
 SV0647'ROUNDING POINT, 130 YARDS WEST OF A SMALL INDENTATION IN THE
 SV0647'SHORELINE.  THE MARK IS IN THE CENTER OF THE SAND AND GRAVEL
 SV0647'BEACH, 51 FEET FROM THE GRASSLINE AT THE FOOT OF THE HILL, 24
 SV0647'FEET WEST OF A SAWED-OFF HORIZONTAL BRANCH OF A 24-INCH
 SV0647'DIAMETER COTTONWOOD AND 22 FEET NORTHEAST OF A 30-INCH DIAMETER
 SV0647'COTTONWOOD TREE.  MARK IS FIVE FEET ABOVE MEAN WINTER LAKE
 SV0647'LEVEL, AND IS SET IN A CONCRETE CYLINDER PROTRUDING THREE
 SV0647'INCHES ABOVE THE GROUND.  THE STATION MAY BE REACHED BY A
 SV0647'ROAD THAT SKIRTS THE SHORE HERE.
 SV0647'
 SV0647'R.M. NO. 1 IS EAST OF THE STATION, AT THE SAME ELEVATION, AND
 SV0647'PROTRUDES THREE INCHES ABOVE THE GROUND.
 SV0647'
 SV0647'R.M. NO. 2 IS SOUTH OF THE STATION, FOUR FEET HIGHER, AND PROTRUDES
 SV0647'THREE INCHES ABOVE THE GROUND.
 SV0647
 SV0647                          STATION RECOVERY (1947)
 SV0647
 SV0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 SV0647'1 MI SE FROM BAYVIEW.
 SV0647'ABOUT 1 MILE SOUTHEAST OF BAYVIEW, NEAR THE SOUTHERN END OF PEND
 SV0647'OREILLE LAKE, ALONG THE SOUTH SHORE OF SQUAW BAY, ABOUT 0.5 MILE EAST
 SV0647'OF THE SOUTHEASTERN EXTREMITY OF THE DAVID TAYLOR MODEL BASIN FIELD
 SV0647'STATION, ABOUT 300 YARDS EAST OF THE SQUAW BASIN CLUB, ABOUT 130 YARDS
 SV0647'WEST OF THE CENTER OF A SMALL INDENTATION IN THE SHORE LINE, AT A
 SV0647'GENTLY ROUNDING POINT, 51 FEET NORTH OF THE GRASS LINE AT THE FOOT OF
 SV0647'A HILL, 22 FEET NORTHEAST OF A 40-INCH COTTONWOOD TREE, AND SET IN THE
 SV0647'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE BEACH SAND.
 SV0647
 SV0647                          STATION RECOVERY (1948)
 SV0647
 SV0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (ERM)
 SV0647'THE STATION WAS RECOVERED IN GOOD CONDITION BUT A NEW STATION
 SV0647'WAS ESTABLISHED BECAUSE THE PROPOSED POWER PROJECT AT ALBENI
 SV0647'FALLS WILL RAISE THE LAKE LEVEL.  ONLY THE REFERENCE MARKS WERE
 SV0647'REMOVED.  THE NEW STATION IS BASIN 2, 1948.
 SV0647
 SV0647                          STATION RECOVERY (1961)
 SV0647
 SV0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SV0647'STATION WAS NOT FOUND AND IS PRESUMED DESTROYED OR COVERED BY
 SV0647'WATER WHEN THE LAKE WAS RAISED BY THE DAM.
 SV0647'
 SV0647'NO REFERENCE MARKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0380 ***********************************************************************
 NW0380  DESIGNATION -  BASIN
 NW0380  PID         -  NW0380
 NW0380  STATE/COUNTY-  ID/OWYHEE
 NW0380  USGS QUAD   -  FOUR CORNERS (1973)
 NW0380
 NW0380                         *CURRENT SURVEY CONTROL
 NW0380  ___________________________________________________________________
 NW0380* NAD 83(1992)-  42 03 13.70232(N)    116 30 11.65583(W)     ADJUSTED  
 NW0380* NAVD 88     -      1563.2    (meters)    5129.     (feet)  VERTCON   
 NW0380  ___________________________________________________________________
 NW0380  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 NW0380  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 NW0380
 NW0380  HORZ ORDER  -  THIRD
 NW0380
 NW0380.The horizontal coordinates were established by classical geodetic methods
 NW0380.and adjusted by the National Geodetic Survey in July 1992..
 NW0380
 NW0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0380
 NW0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0380
 NW0380.The geoid height was determined by GEOID03.
 NW0380
 NW0380;                    North         East     Units Scale Factor Converg.
 NW0380;SPC ID W     -    43,271.473   737,650.250   MT  0.99998115   -0 30 16.4
 NW0380;SPC NV E     - 8,811,083.387   123,856.732   MT  0.99997132   -0 36 58.3
 NW0380;SPC NV E     -28,907,696.08    406,353.29   sFT  0.99997132   -0 36 58.3
 NW0380;UTM  11      - 4,655,869.657   541,106.047   MT  0.99962079   +0 19 57.9
 NW0380
 NW0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0380!SPC ID W     -   0.99975760  x   0.99998115  =   0.99973875
 NW0380!SPC NV E     -   0.99975760  x   0.99997132  =   0.99972892
 NW0380!UTM  11      -   0.99975760  x   0.99962079  =   0.99937848
 NW0380
 NW0380|---------------------------------------------------------------------|
 NW0380| PID    Reference Object                     Distance      Geod. Az  |
 NW0380|                                                           dddmmss.s |
 NW0380| CD4230 BASIN RM 1                            7.790 METERS 03708     |
 NW0380| CD4229 BASIN AZ MK                                        0824626.6 |
 NW0380| CD4231 BASIN RM 2                            8.156 METERS 13207     |
 NW0380|---------------------------------------------------------------------|
 NW0380
 NW0380                          SUPERSEDED SURVEY CONTROL
 NW0380
 NW0380  NAD 83(1986)-  42 03 13.70295(N)    116 30 11.65628(W) AD(       ) 3
 NW0380  NAD 27      -  42 03 14.07800(N)    116 30 08.25000(W) AD(       ) 3
 NW0380  NGVD 29 (07/19/86) 1562.1    (m)         5125.     (f) VERT ANG       
 NW0380
 NW0380.Superseded values are not recommended for survey control.
 NW0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0380.See file dsdata.txt to determine how the superseded data were derived.
 NW0380
 NW0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG4110655870(NAD 83)
 NW0380_MARKER: Z = SEE DESCRIPTION
 NW0380_SETTING: 0 = UNSPECIFIED SETTING
 NW0380
 NW0380  HISTORY     - Date     Condition        Report By
 NW0380  HISTORY     - 1956     MONUMENTED       CGS
 NW0380
 NW0380                          STATION DESCRIPTION
 NW0380
 NW0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0380'THE STATION IS ON A SMALL HILL ABOUT 4 MILES NORTH OF THE
 NW0380'NEVADA-IDAHO STATE LINE, 22 MILES WEST-NORTHWEST OF OWYHEE,
 NW0380'NEVADA AND 2 MILES WEST OF THE JUNIPER BASIN RESERVOIR.  IT
 NW0380'IS ON THE SUMMIT OF THE FIRST LOW HILL ABOUT 0.05 MILE SOUTH OF
 NW0380'A REVERSE Y-FORK ON THE ROAD THAT RUNS WEST FROM THE RESERVOIR.
 NW0380'
 NW0380'TO REACH FROM THE POST OFFICE IN OWYHEE, NEVADA, GO NORTH ON
 NW0380'GRAVELED ROAD FOR 3.4 MILES TO A T-ROAD LEFT.  TURN LEFT, WEST,
 NW0380'FOR 2.7 MILES TO A FORK.  TAKE THE RIGHT FORK, NORTHERLY,
 NW0380'FOR 3.2 MILES TO A FORK.  TAKE THE LEFT FORK, WESTERLY, FOR
 NW0380'0.9 MILE TO A GATE.  GO THROUGH THE GATE AND CONTINUE
 NW0380'NORTHWESTERLY (KEEPING LEFT AT ALL FORKS) FOR 3.1 MILES TO A GATE
 NW0380'AT THE TOP OF THE RIM.  GO THROUGH THE GATE AND CONTINUE
 NW0380'WESTERLY FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK,
 NW0380'WESTERLY, FOR 5.8 MILES TO A GATE.  GO THROUGH THE GATE AND
 NW0380'CONTINUE WEST FOR 1.35 MILES TO A FORK.  TAKE THE LEFT
 NW0380'FORK, WEST, FOR 2.6 MILES TO A FORK.  TAKE THE LEFT
 NW0380'FORK, WESTERLY, ACROSS THE JUNIPER BASIN RESERVOIR, FOR
 NW0380'2.05 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NW0380'WEST FOR 0.4 MILE TO THE TOP OF THE RIDGE, A REVERSE
 NW0380'Y-FORK AND THE STATION TO THE LEFT, SOUTH OF THE ROAD.
 NW0380'
 NW0380'THE STATION, REFERENCE MARKS 1, 2, AND THE AZIMUTH MARK ARE
 NW0380'STANDARD DISKS BRAZED TO 2-INCH IRON PIPES.
 NW0380'
 NW0380'THE STATION MARK, STAMPED BASIN 1956, PROJECTS ABOUT 7 INCHES
 NW0380'AND IS 8 FEET SOUTHEAST OF A WITNESS POST.
 NW0380'
 NW0380'REFERENCE MARK 1, STAMPED BASIN NO 1 1956, PROJECTS ABOUT 5
 NW0380'INCHES.
 NW0380'
 NW0380'REFERENCE MARK 2, STAMPED BASIN NO 2 1956, PROJECTS ABOUT 8
 NW0380'INCHES.
 NW0380'
 NW0380'THE AZIMUTH MARK, STAMPED BASIN 1956, PROJECTS ABOUT 5 INCHES.
 NW0380'IT IS 9 FEET NORTH OF THE CENTER OF THE ROAD AND 1-1/2 FEET
 NW0380'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1367 ***********************************************************************
 RA1367  DESIGNATION -  BASIN
 RA1367  PID         -  RA1367
 RA1367  STATE/COUNTY-  ID/IDAHO
 RA1367  USGS QUAD   -  WOLF CREEK (1963)
 RA1367
 RA1367                         *CURRENT SURVEY CONTROL
 RA1367  ___________________________________________________________________
 RA1367* NAD 83(1992)-  45 48 39.83996(N)    116 34 35.73943(W)     ADJUSTED  
 RA1367* NAVD 88     -      1336.0    (meters)    4383.     (feet)  VERTCON   
 RA1367  ___________________________________________________________________
 RA1367  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 RA1367  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 RA1367
 RA1367  HORZ ORDER  -  SECOND
 RA1367
 RA1367.The horizontal coordinates were established by classical geodetic methods
 RA1367.and adjusted by the National Geodetic Survey in July 1992..
 RA1367
 RA1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1367
 RA1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1367
 RA1367.The geoid height was determined by GEOID03.
 RA1367
 RA1367;                    North         East     Units Scale Factor Converg.
 RA1367;SPC ID W     -   460,774.159   735,756.038   MT  0.99998406   -0 35 33.8
 RA1367;SPC OR N     -   245,698.206 2,804,819.889   MT  0.99995745   +2 46 56.7
 RA1367;SPC OR N     -   806,096.48  9,202,164.99   iFT  0.99995745   +2 46 56.7
 RA1367;UTM  11      - 5,073,143.208   532,896.684   MT  0.99961330   +0 18 13.0
 RA1367
 RA1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1367!SPC ID W     -   0.99979316  x   0.99998406  =   0.99977723
 RA1367!SPC OR N     -   0.99979316  x   0.99995745  =   0.99975062
 RA1367!UTM  11      -   0.99979316  x   0.99961330  =   0.99940654
 RA1367
 RA1367|---------------------------------------------------------------------|
 RA1367| PID    Reference Object                     Distance      Geod. Az  |
 RA1367|                                                           dddmmss.s |
 RA1367| CH6373 BASIN RM 1                            4.689 METERS 11911     |
 RA1367| CH6374 BASIN RM 2                            9.189 METERS 31256     |
 RA1367| CH6372 BASIN AZ MK                                        3522529.6 |
 RA1367|---------------------------------------------------------------------|
 RA1367
 RA1367                          SUPERSEDED SURVEY CONTROL
 RA1367
 RA1367  NAD 83(1991)-  45 48 39.83982(N)    116 34 35.73943(W) AD(       ) 2
 RA1367  NAD 83(1986)-  45 48 39.84072(N)    116 34 35.73859(W) AD(       ) 2
 RA1367  NAD 27      -  45 48 40.27312(N)    116 34 32.21800(W) AD(       ) 2
 RA1367  NGVD 29 (07/19/86) 1334.9    (m)         4380.     (f) VERT ANG       
 RA1367
 RA1367.Superseded values are not recommended for survey control.
 RA1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1367.See file dsdata.txt to determine how the superseded data were derived.
 RA1367
 RA1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL3289773143(NAD 83)
 RA1367_MARKER: Z = SEE DESCRIPTION
 RA1367_SETTING: 0 = UNSPECIFIED SETTING
 RA1367
 RA1367  HISTORY     - Date     Condition        Report By
 RA1367  HISTORY     - 1945     MONUMENTED       CGS
 RA1367
 RA1367                          STATION DESCRIPTION
 RA1367
 RA1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1367'THE STATION IS ON THE SHOULDER AND SW POINT OF A FLAT RIDGE WHICH
 RA1367'DROPS OFF SHARPLY TO THE S TO LOOK INTO THE SNAKE RIVER CANYON.  IT
 RA1367'IS LOCATED ON THE VAN POOL RANCH, ABOUT 20 MILES SSW OF COTTONWOOD,
 RA1367'6 MILES SSW OF BOLES POST OFFICE, 2-1/2 MILES NE OF THE SNAKE
 RA1367'RIVER, AND 1-1/2 MILES S OF THE FORMER LOCATION OF THE DAVIDSON
 RA1367'POST OFFICE.  THE MARK IS 320 FEET W OF A FENCE AND 7 FEET NE OF
 RA1367'A ROCK CAIRN.
 RA1367'
 RA1367'STATION IS MARKED BY A BRONZE STATION DISK STAMPED BASIN 1945
 RA1367'AND SET IN A DRILL HOLE IN A BOULDER ABOUT 3 INCHES BELOW THE
 RA1367'SURFACE OF THE GROUND.
 RA1367'
 RA1367'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED BASIN NO 1
 RA1367'1945 AND SET IN A DRILL HOLE IN A BOULDER.  IT IS FLUSH WITH THE
 RA1367'GROUND AND ABOUT 1 FOOT LOWER THAN THE STATION.
 RA1367'
 RA1367'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED BASIN NO 2
 RA1367'1945 AND SET IN A DRILL HOLE IN A BOULDER MEASURING 2 FEET BY 2
 RA1367'FEET ACROSS THE TOP.  IT PROJECTS ABOUT 5 INCHES ABOVE THE
 RA1367'GROUND AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 RA1367'
 RA1367'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED BASIN 1945 AND
 RA1367'SET IN A DRILL HOLE IN A BOULDER PROJECTING 15 INCHES ABOVE THE
 RA1367'GROUND.  IT IS 30 FEET W OF A TRACK ROAD AND 25 FEET N OF THE
 RA1367'E-W FENCE LINE.
 RA1367'
 RA1367'TO REACH THE STATION FROM THE SHELL SERVICE STATION IN COTTONWOOD,
 RA1367'GO S ON GRAVEL ROAD FOR 0.1 MILE TO CROSS STREETS.  TURN LEFT AND
 RA1367'GO 0.1 MILE TO CROSS STREETS.  TURN RIGHT, CROSS RAILROAD TRACKS
 RA1367'AND CONTINUE ON MAIN TRAVELED DIRT ROAD S FOR 11.7 MILES TO ROAD
 RA1367'FORKS AND SMALL WOODEN BRIDGE.  TAKE RIGHT FORK ACROSS BRIDGE AND
 RA1367'GO 1.3 MILES TO BRIDGE OVER SALMON RIVER.  CROSS BRIDGE AND
 RA1367'CONTINUE ON MAIN TRAVELED ROAD WITH MANY SHARP SWITCH-BACKS FOR
 RA1367'11.8 MILES TO THE SUMMIT AND T-ROAD INTERSECTION.  CONTINUE
 RA1367'STRAIGHT AHEAD, W, FOR 3.5 MILES TO THE BOLES POST OFFICE.
 RA1367'CONTINUE ON ROAD FOR 2.9 MILES TO A SCHOOLHOUSE.  CONTINUE ON
 RA1367'ROAD FOR 0.3 MILE TO ROAD FORKS.  TAKE LEFT FORK AND GO 0.1 MILE
 RA1367'TO ROAD FORKS.  TAKE LEFT FORK AND GO 4.8 MILES ON MAIN
 RA1367'TRAVELED ROAD TO ROAD FORKS AND SIGN VAN POOL RANCH.  TAKE
 RA1367'RIGHT FORK AND GO 0.7 MILE TO A POLE CORRAL ON LEFT SIDE OF
 RA1367'ROAD.  CONTINUE STRAIGHT AHEAD AND GO 1.5 MILES TO ROAD FORKS
 RA1367'IN A SADDLE.  TAKE LEFT FORK AND GO 0.8 MILE TO A GATE.  BEAR
 RA1367'LEFT THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.4 MILE ACROSS
 RA1367'A FIELD, ALONG THE NE SIDE OF A HILL, AND THEN INTO A SADDLE.
 RA1367'BEAR RIGHT UP SLOPE AND CONTINUE ALONG TRACK ROAD FOR 0.3 MILE
 RA1367'W AND S TO A GATE IN A N-S FENCE LINE.  GO THROUGH GATE AND
 RA1367'CONTINUE ON TRACK ROAD FOR 0.8 MILE TO A CORRAL.  TURN SHARP
 RA1367'RIGHT BEFORE ENTERING CORRAL AND FOLLOW TRACK ROAD FOR 0.3 MILE
 RA1367'UP SLOPE AND THEN S ALONG RIDGE TO TWO GATES AT FENCE LINE
 RA1367'INTERSECTION.  THE AZIMUTH MARK IS ON THE W SIDE OF THE ROAD.  PASS
 RA1367'THROUGH BOTH GATES AND FOLLOW ON THE W SIDE OF THE N-S FENCE LINE
 RA1367'FOR 0.6 MILE TO THE SW POINT OF THE RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1539 ***********************************************************************
 SV1539  DESIGNATION -  BASIN 2
 SV1539  PID         -  SV1539
 SV1539  STATE/COUNTY-  ID/KOOTENAI
 SV1539  USGS QUAD   -  BAYVIEW (1996)
 SV1539
 SV1539                         *CURRENT SURVEY CONTROL
 SV1539  ___________________________________________________________________
 SV1539* NAD 83(1992)-  47 58 31.98233(N)    116 32 50.34500(W)     ADJUSTED  
 SV1539* NAVD 88     -       626.     (meters)    2054.     (feet)  SCALED    
 SV1539  ___________________________________________________________________
 SV1539  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 SV1539  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 SV1539
 SV1539  HORZ ORDER  -  SECOND
 SV1539
 SV1539.The horizontal coordinates were established by classical geodetic methods
 SV1539.and adjusted by the National Geodetic Survey in July 1992..
 SV1539
 SV1539.The orthometric height was scaled from a topographic map.
 SV1539
 SV1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1539
 SV1539.The geoid height was determined by GEOID03.
 SV1539
 SV1539;                    North         East     Units Scale Factor Converg.
 SV1539;SPC ID W     -   701,356.475   740,475.915   MT  0.99997685   -0 35 32.3
 SV1539;UTM  11      - 5,313,681.929   533,783.954   MT  0.99961402   +0 20 10.6
 SV1539
 SV1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1539!SPC ID W     -   0.99990457  x   0.99997685  =   0.99988142
 SV1539!UTM  11      -   0.99990457  x   0.99961402  =   0.99951862
 SV1539
 SV1539:                Primary Azimuth Mark                     Grid Az
 SV1539:SPC ID W     -  SILVER                                   068 50 06.3
 SV1539:UTM  11      -  SILVER                                   067 54 23.4
 SV1539
 SV1539|---------------------------------------------------------------------|
 SV1539| PID    Reference Object                     Distance      Geod. Az  |
 SV1539|                                                           dddmmss.s |
 SV1539| SV1550 SILVER                              APPROX. 1.9 KM 0681434.0 |
 SV1539| CH6375 BASIN 2 RM 1                          4.410 METERS 11634     |
 SV1539| CH6376 BASIN 2 RM 2                          5.065 METERS 27054     |
 SV1539|---------------------------------------------------------------------|
 SV1539
 SV1539                          SUPERSEDED SURVEY CONTROL
 SV1539
 SV1539  NAD 83(1986)-  47 58 31.98787(N)    116 32 50.33842(W) AD(       ) 2
 SV1539  NAD 27      -  47 58 32.36067(N)    116 32 46.59997(W) AD(       ) 2
 SV1539
 SV1539.Superseded values are not recommended for survey control.
 SV1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1539.See file dsdata.txt to determine how the superseded data were derived.
 SV1539
 SV1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3378413682(NAD 83)
 SV1539_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1539
 SV1539  HISTORY     - Date     Condition        Report By
 SV1539  HISTORY     - 1948     MONUMENTED       CGS
 SV1539  HISTORY     - 1961     SEE DESCRIPTION  USGS
 SV1539
 SV1539                          STATION DESCRIPTION
 SV1539
 SV1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 SV1539'THE STATION IS AT THE SOUTH END OF PEND OREILLE LAKE ON SOUTH
 SV1539'SIDE OF SCENIC (SQUAW) BAY, ABOUT 0.6 MILES EAST OF THE PIERS
 SV1539'OF THE DAVID TAYLOR MODEL BASIN FIELD STATION, ABOUT MIDWAY BETWEEN
 SV1539'THE TOWN OF BAYVIEW AND LEIBERG PT., ON A GENTLY ROUNDING POINT
 SV1539'130 METERS WEST OF THE CENTER OF A SMALL INDENTATION IN THE
 SV1539'SHORELINE.  THE MARK IS AT EDGE OF TREE FRINGE IN A SQUARE
 SV1539'CONCRETE POST IN GRAVEL BEACH 20 FT. ABOVE MEAN WINTER LAKE
 SV1539'LEVEL AND ABOUT 20 METERS FROM WATERS EDGE.  IT MAY BE REACHED
 SV1539'BY ROAD OR WATER.
 SV1539'
 SV1539'R.M. NO. 1 IS EAST OF STATION AT ABOUT THE SAME ELEVATION.
 SV1539'
 SV1539'R.M. NO. 2 IS SOUTHWEST OF STATION AND IS ABOUT 2 FT. HIGHER.
 SV1539'
 SV1539'R.M. NO. 3 IS OLD STATION BASIN, 1947 (NOT REMOVED) AND IS 15 FT.
 SV1539'LOWER THAN STATION.  THIS MARK WILL BE COVERED IF THE PROPOSED
 SV1539'POWER PROJECT AT ALBENI FALLS RAISES THE LAKE LEVEL.
 SV1539
 SV1539                          STATION RECOVERY (1961)
 SV1539
 SV1539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SV1539'STATION WAS NOT FOUND.
 SV1539'
 SV1539'THE BEACH IN THIS AREA HAS ALL BEEN LEVELED OFF AND A SMALL
 SV1539'BREAKWATER HAS BEEN BUILT.  MEASUREMENTS INDICATE THE MARK HAS
 SV1539'BEEN DESTROYED.
 SV1539'
 SV1539'NO REFERENCE MARKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0751 ***********************************************************************
 QA0751  DESIGNATION -  BASIN BUTTE LOOKOUT HOUSE
 QA0751  PID         -  QA0751
 QA0751  STATE/COUNTY-  ID/CUSTER
 QA0751  USGS QUAD   -  BASIN BUTTE (1963)
 QA0751
 QA0751                         *CURRENT SURVEY CONTROL
 QA0751  ___________________________________________________________________
 QA0751* NAD 83(1992)-  44 20 18.72807(N)    114 58 39.57769(W)     ADJUSTED  
 QA0751* NAVD 88     -      2700.     (meters)    8858.     (feet)  SCALED    
 QA0751  ___________________________________________________________________
 QA0751  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 QA0751  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 QA0751
 QA0751  HORZ ORDER  -  THIRD
 QA0751
 QA0751.The horizontal coordinates were established by classical geodetic methods
 QA0751.and adjusted by the National Geodetic Survey in July 1992..
 QA0751
 QA0751.The orthometric height was scaled from a topographic map.
 QA0751
 QA0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0751
 QA0751.The geoid height was determined by GEOID03.
 QA0751
 QA0751;                    North         East     Units Scale Factor Converg.
 QA0751;SPC ID C     -   297,274.683   422,036.825   MT  1.00002209   -0 40 59.9
 QA0751;UTM  11      - 4,911,463.257   661,215.332   MT  0.99991964   +1 24 49.4
 QA0751
 QA0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0751!SPC ID C     -   0.99957882  x   1.00002209  =   0.99960090
 QA0751!UTM  11      -   0.99957882  x   0.99991964  =   0.99949849
 QA0751
 QA0751                          SUPERSEDED SURVEY CONTROL
 QA0751
 QA0751  NAD 83(1986)-  44 20 18.72622(N)    114 58 39.57060(W) AD(       ) 4
 QA0751  NAD 27      -  44 20 19.05600(N)    114 58 36.24300(W) AD(       ) 3
 QA0751
 QA0751.Superseded values are not recommended for survey control.
 QA0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0751.See file dsdata.txt to determine how the superseded data were derived.
 QA0751
 QA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK6121511463(NAD 83)
 QA0751
 QA0751  HISTORY     - Date     Condition        Report By
 QA0751  HISTORY     - 1957     MONUMENTED       CGS
 QA0751  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QA0751
 QA0751                          STATION DESCRIPTION
 QA0751
 QA0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0751'THE STATION IS LOCATED ABOUT 29 MILES WEST NORTHWEST OF CLAYTON
 QA0751'AND 8 MILES NORTH NORTHWEST OF STANLEY, ON THE HIGHEST PART
 QA0751'OF A TIMBERED MOUNTAIN.
 QA0751'
 QA0751'THE HOUSE IS A 14 FOOT SQUARE BUILDING WITH A 4 FOOT PORCH
 QA0751'AROUND IT.  THE CENTER OF THE HOUSE WAS TRAVERSE TO BASIN 1957.
 QA0751
 QA0751                          STATION RECOVERY (1966)
 QA0751
 QA0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 QA0751'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  FOLLOWING
 QA0751'IS A TO REACH FOR BASIN BUTTE LOOKOUT HOUSE.
 QA0751'
 QA0751'TO REACH BASIN BUTTE LOOKOUT HOUSE FROM THE POST OFFICE IN
 QA0751'STANLEY GO NORTH 0.1 MILE TO STATE HIGHWAY 21, TURN LEFT AND GO
 QA0751'NORTHWEST ON THE HIGHWAY FOR 4.3 MILES TO A FORK, TAKE RIGHT
 QA0751'FORK AND GO NORTH FOR 0.5 MILE TO A FORK, TAKE RIGHT FORK AND
 QA0751'GO NORTHEAST AND EAST FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN
 QA0751'LEFT AND GO NORTH FOR 0.25 MILE TO A T INTERSECTION AND SIGN,
 QA0751'BASIN BUTTE L.O., TURN LEFT AS PER SIGN AND GO NORTHERLY FOR
 QA0751'1.6 MILES TO A SMALL SAWMILL, PASS TO THE RIGHT OF THE SAWMILL
 QA0751'AND CONTINUE ON THE MOUNTAIN ROAD AS PER SIGN, BASIN BUTTE
 QA0751'L.O., FOR 5.5 MILES TO A FORK, TAKE RIGHT FORK AND CONTINUE
 QA0751'NORTH FOR 0.6 MILE TO THE LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0649 ***********************************************************************
 SV0649  DESIGNATION -  BASIN RM 1
 SV0649  PID         -  SV0649
 SV0649  STATE/COUNTY-  ID/KOOTENAI
 SV0649  USGS QUAD   -  BAYVIEW (1996)
 SV0649
 SV0649                         *CURRENT SURVEY CONTROL
 SV0649  ___________________________________________________________________
 SV0649* NAD 83(1986)-  47 58 32.     (N)    116 32 49.     (W)     SCALED    
 SV0649* NAVD 88     -       627.113  (meters)    2057.45   (feet)  ADJUSTED  
 SV0649  ___________________________________________________________________
 SV0649  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 SV0649  DYNAMIC HT  -         627.131 (meters)    2057.51  (feet)  COMP
 SV0649  MODELED GRAV-     980,621.7   (mgal)                       NAVD 88
 SV0649
 SV0649  VERT ORDER  -  FIRST     CLASS II
 SV0649
 SV0649.The horizontal coordinates were scaled from a topographic map and have
 SV0649.an estimated accuracy of +/- 6 seconds.
 SV0649
 SV0649.The orthometric height was determined by differential leveling
 SV0649.and adjusted by the National Geodetic Survey in June 1991..
 SV0649
 SV0649.The geoid height was determined by GEOID03.
 SV0649
 SV0649.The dynamic height is computed by dividing the NAVD 88
 SV0649.geopotential number by the normal gravity value computed on the
 SV0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0649.degrees latitude (g = 980.6199 gals.).
 SV0649
 SV0649.The modeled gravity was interpolated from observed gravity values.
 SV0649
 SV0649;                    North         East    Units  Estimated Accuracy
 SV0649;SPC ID W     -   701,360.      740,500.      MT  (+/- 180 meters Scaled)
 SV0649
 SV0649                          SUPERSEDED SURVEY CONTROL
 SV0649
 SV0649  NGVD 29 (??/??/92)  625.909  (m)         2053.50   (f) ADJ UNCH    1 2
 SV0649
 SV0649.Superseded values are not recommended for survey control.
 SV0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0649.See file dsdata.txt to determine how the superseded data were derived.
 SV0649
 SV0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP338136(NAD 83)
 SV0649_MARKER: DR = REFERENCE MARK DISK
 SV0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0649_STAMPING: BASIN NO 1 1947
 SV0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0649+STABILITY: SURFACE MOTION
 SV0649
 SV0649  HISTORY     - Date     Condition        Report By
 SV0649  HISTORY     - 1947     MONUMENTED       CGS
 SV0649
 SV0649                          STATION DESCRIPTION
 SV0649
 SV0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SV0649'1 MI SE FROM BAYVIEW.
 SV0649'ABOUT 1 MILE SOUTHEAST OF BAYVIEW, NEAR THE SOUTHERN END OF PEND
 SV0649'OREILLE LAKE, ALONG THE SOUTH SHORE OF SQUAW BAY, ABOUT 0.5 MILE EAST
 SV0649'OF THE SOUTHEAST EXTREMITY OF THE DAVID TAYLOR MODEL BASIN FIELD
 SV0649'STATION, ABOUT 312 YARDS EAST OF THE SQUAW BASIN CLUB, ABOUT 118 YARDS
 SV0649'WEST OF THE CENTER OF A SMALL INDENTATION IN THE SHORE LINE, AT A
 SV0649'GENTLY ROUNDING POINT, 35.2 FEET EAST OF TRIANGULATION STATION BASIN,
 SV0649'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 SV0649'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0648 ***********************************************************************
 SV0648  DESIGNATION -  BASIN RM 2
 SV0648  PID         -  SV0648
 SV0648  STATE/COUNTY-  ID/KOOTENAI
 SV0648  USGS QUAD   -  BAYVIEW (1996)
 SV0648
 SV0648                         *CURRENT SURVEY CONTROL
 SV0648  ___________________________________________________________________
 SV0648* NAD 83(1986)-  47 58 32.     (N)    116 32 49.     (W)     SCALED    
 SV0648* NAVD 88     -       628.694  (meters)    2062.64   (feet)  ADJUSTED  
 SV0648  ___________________________________________________________________
 SV0648  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 SV0648  DYNAMIC HT  -         628.713 (meters)    2062.70  (feet)  COMP
 SV0648  MODELED GRAV-     980,621.7   (mgal)                       NAVD 88
 SV0648
 SV0648  VERT ORDER  -  FIRST     CLASS II
 SV0648
 SV0648.The horizontal coordinates were scaled from a topographic map and have
 SV0648.an estimated accuracy of +/- 6 seconds.
 SV0648
 SV0648.The orthometric height was determined by differential leveling
 SV0648.and adjusted by the National Geodetic Survey in June 1991..
 SV0648
 SV0648.The geoid height was determined by GEOID03.
 SV0648
 SV0648.The dynamic height is computed by dividing the NAVD 88
 SV0648.geopotential number by the normal gravity value computed on the
 SV0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0648.degrees latitude (g = 980.6199 gals.).
 SV0648
 SV0648.The modeled gravity was interpolated from observed gravity values.
 SV0648
 SV0648;                    North         East    Units  Estimated Accuracy
 SV0648;SPC ID W     -   701,360.      740,500.      MT  (+/- 180 meters Scaled)
 SV0648
 SV0648                          SUPERSEDED SURVEY CONTROL
 SV0648
 SV0648  NGVD 29 (??/??/92)  627.491  (m)         2058.69   (f) ADJ UNCH    1 2
 SV0648
 SV0648.Superseded values are not recommended for survey control.
 SV0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0648.See file dsdata.txt to determine how the superseded data were derived.
 SV0648
 SV0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP338136(NAD 83)
 SV0648_MARKER: DR = REFERENCE MARK DISK
 SV0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0648_STAMPING: BASIN NO 2 1947
 SV0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0648+STABILITY: SURFACE MOTION
 SV0648
 SV0648  HISTORY     - Date     Condition        Report By
 SV0648  HISTORY     - 1947     MONUMENTED       CGS
 SV0648
 SV0648                          STATION DESCRIPTION
 SV0648
 SV0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 SV0648'1 MI SE FROM BAYVIEW.
 SV0648'ABOUT 1 MILE SOUTHEAST OF BAYVIEW, NEAR THE SOUTH END OF LAKE PEND
 SV0648'OREILLE, ALONG THE SOUTH SHORE OF SQUAW BAY, ABOUT 0.5 MILE EAST OF
 SV0648'THE SOUTHEASTERN EXTREMITY OF THE DAVID TAYLOR MODEL BASIN FIELD
 SV0648'STATION, ABOUT 300 YARDS EAST OF THE SQUAW BASIN CLUB, ABOUT 130 YARDS
 SV0648'WEST OF THE CENTER OF A SMALL INDENTATION IN THE SHORE LINE, AT A
 SV0648'GENTLY ROUNDING POINT, 28 FEET NORTH OF THE GRASS LINE AT THE FOOT OF
 SV0648'A HILL, 22.8 FEET SOUTH OF TRIANGULATION STATION BASIN, 7 FEET EAST OF
 SV0648'A 30-INCH COTTONWOOD TREE, AND SET IN THE TOP OF A CONCRETE POST
 SV0648'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0667 ***********************************************************************
 QZ0667  DESIGNATION -  BAT
 QZ0667  PID         -  QZ0667
 QZ0667  STATE/COUNTY-  ID/IDAHO
 QZ0667  USGS QUAD   -  WHITEWATER RANCH (1987)
 QZ0667
 QZ0667                         *CURRENT SURVEY CONTROL
 QZ0667  ___________________________________________________________________
 QZ0667* NAD 83(1992)-  45 34 18.34683(N)    115 15 39.40265(W)     ADJUSTED  
 QZ0667* NAVD 88     -      1825.2    (meters)    5988.     (feet)  VERTCON   
 QZ0667  ___________________________________________________________________
 QZ0667  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 QZ0667  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 QZ0667
 QZ0667  HORZ ORDER  -  SECOND
 QZ0667
 QZ0667.The horizontal coordinates were established by classical geodetic methods
 QZ0667.and adjusted by the National Geodetic Survey in July 1992..
 QZ0667
 QZ0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0667
 QZ0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0667
 QZ0667.The geoid height was determined by GEOID03.
 QZ0667
 QZ0667;                    North         East     Units Scale Factor Converg.
 QZ0667;SPC ID W     -   433,962.499   838,172.437   MT  0.99995124   +0 20 57.3
 QZ0667;UTM  11      - 5,047,940.047   635,693.698   MT  0.99982638   +1 14 31.5
 QZ0667
 QZ0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0667!SPC ID W     -   0.99971627  x   0.99995124  =   0.99966752
 QZ0667!UTM  11      -   0.99971627  x   0.99982638  =   0.99954270
 QZ0667
 QZ0667:                Primary Azimuth Mark                     Grid Az
 QZ0667:SPC ID W     -  HIDA                                     148 08 35.2
 QZ0667:UTM  11      -  HIDA                                     147 15 01.0
 QZ0667
 QZ0667|---------------------------------------------------------------------|
 QZ0667| PID    Reference Object                     Distance      Geod. Az  |
 QZ0667|                                                           dddmmss.s |
 QZ0667| QZ0662 HIDA                                APPROX. 6.4 KM 1482932.5 |
 QZ0667| CH6377 BAT RM 1                             18.380 METERS 21517     |
 QZ0667| CH6378 BAT RM 2                             18.410 METERS 33508     |
 QZ0667|---------------------------------------------------------------------|
 QZ0667
 QZ0667                          SUPERSEDED SURVEY CONTROL
 QZ0667
 QZ0667  NAD 83(1986)-  45 34 18.34951(N)    115 15 39.39703(W) AD(       ) 2
 QZ0667  NAD 27      -  45 34 18.66734(N)    115 15 35.96749(W) AD(       ) 2
 QZ0667  NGVD 29 (07/19/86) 1823.9    (m)         5984.     (f) VERT ANG       
 QZ0667
 QZ0667.Superseded values are not recommended for survey control.
 QZ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0667.See file dsdata.txt to determine how the superseded data were derived.
 QZ0667
 QZ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL3569447940(NAD 83)
 QZ0667_MARKER: Z = SEE DESCRIPTION
 QZ0667_SETTING: 0 = UNSPECIFIED SETTING
 QZ0667
 QZ0667  HISTORY     - Date     Condition        Report By
 QZ0667  HISTORY     - 1946     MONUMENTED       CGS
 QZ0667
 QZ0667                          STATION DESCRIPTION
 QZ0667
 QZ0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0667'THE STATION IS LOCATED IN THE NEZPERCE NATIONAL FOREST, ABOUT
 QZ0667'10 MILES, AIRLINE, SE OF THE RED RIVER RANGER STATION, ABOUT
 QZ0667'3-1/2 MILES, AIRLINE, NNE OF THE DALE RANCH, ABOUT 2-1/2 MILES,
 QZ0667'AIRLINE, WNW OF THE ALLISON RANCH AND THE SALMON RIVER, AND ON A
 QZ0667'TIMBERED RIDGE BENEATH THE BAT POINT LOOKOUT TOWER.
 QZ0667'
 QZ0667'THE STATION MARK IS A BRONZE STATION DISK SET IN A 1- BY 1-FOOT
 QZ0667'BOULDER, STAMPED BAT 1945.
 QZ0667'
 QZ0667'TO REACH THE STATION FROM ELK CITY, GO E ON THE DARBY ROAD
 QZ0667'FOR 13.3 MILES TO THE RED RIVER RANGER STATION, CONTINUE ON THE
 QZ0667'DARBY ROAD FOR 0.9 MILE TO A FORK AND SIGN DARBY 113 - GREEN MTN.
 QZ0667'18.  DALE RANCH - DIXIE, ETC.  TAKE RIGHT FORK AS PER SIGN DALE
 QZ0667'RANCH AND CONTINUE FOR 4.4 MILES TO A FORK AND SIGN DALE
 QZ0667'RANCH - DIXIE, ETC.  CONTINUE STRAIGHT AHEAD (LEFT FORK) FOR
 QZ0667'8.2 MILES TO BAT CREEK, CONTINUE FOR ABOUT 1/2 MILE OR ABOUT
 QZ0667'1/4 MILE BEFORE REACHING BIG MALLARD CREEK TO A TRAIL AND SIGN
 QZ0667'BAT POINT TRAIL ON THE LEFT, AND END OF TRUCK TRAVEL.  AT THE
 QZ0667'END OF TRUCK TRAVEL CONTINUE ON TRAIL E FOR ABOUT 4 MILES
 QZ0667'TO A FORK AND SIGN BAT PT. L.O. 1 MILE, TAKE LEFT FORK AND
 QZ0667'CONTINUE FOR ABOUT 1 MILE TO THE BAT POINT LOOKOUT AND
 QZ0667'STATION.
 QZ0667'
 QZ0667'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BURIED
 QZ0667'BOULDER PROJECTING ABOUT 4 INCHES AND IS ABOUT 3 FEET LOWER
 QZ0667'THAN THE STATION.  IT IS STAMPED BAT NO 1 1945.
 QZ0667'
 QZ0667'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BURIED BOULDER
 QZ0667'PROJECTING ABOUT 4 INCES AND IS ABOUT 1 FOOT HIGHER THAN THE
 QZ0667'STATION.  IT IS STAMPED BAT NO 2 1945.
 QZ0667'
 QZ0667'STATION HIDA USED AS AZIMUTH MARK.
 QZ0667'
 QZ0667'PICTURE POINT IS THE SW CORNER OF THE FOREST SERVICE CABIN, 0.75
 QZ0667'METER HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0563 ***********************************************************************
 NT0563  CBN         -  This is a Cooperative Base Network Control Station.
 NT0563  DESIGNATION -  BATTLE
 NT0563  PID         -  NT0563
 NT0563  STATE/COUNTY-  ID/FRANKLIN
 NT0563  USGS QUAD   -  RIVERDALE (1980)
 NT0563
 NT0563                         *CURRENT SURVEY CONTROL
 NT0563  ___________________________________________________________________
 NT0563* NAD 83(1999)-  42 12 54.78219(N)    111 50 34.33055(W)     ADJUSTED  
 NT0563* NAVD 88     -      1578.0    (meters)    5177.     (feet)  GPS OBS   
 NT0563  ___________________________________________________________________
 NT0563  X           -  -1,760,647.180 (meters)                     COMP
 NT0563  Y           -  -4,392,397.899 (meters)                     COMP
 NT0563  Z           -   4,264,389.820 (meters)                     COMP
 NT0563  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 NT0563  ELLIP HEIGHT-        1564.09  (meters)          (09/01/00) GPS OBS
 NT0563  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 NT0563
 NT0563  HORZ ORDER  -  A
 NT0563  ELLP ORDER  -  THIRD     CLASS I
 NT0563
 NT0563.The horizontal coordinates were established by GPS observations
 NT0563.and adjusted by the National Geodetic Survey in September 2000..
 NT0563.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NT0563.DATUM ITEM on the data sheet items page.
 NT0563
 NT0563.The orthometric height was determined by GPS observations and a
 NT0563.high-resolution geoid model.
 NT0563
 NT0563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NT0563
 NT0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0563
 NT0563.The ellipsoidal height was determined by GPS observations
 NT0563.and is referenced to NAD 83.
 NT0563
 NT0563.The geoid height was determined by GEOID03.
 NT0563
 NT0563;                    North         East     Units Scale Factor Converg.
 NT0563;SPC ID E     -    60,976.241   226,734.855   MT  0.99995616   +0 13 03.2
 NT0563;UTM  12      - 4,674,015.841   430,431.004   MT  0.99965955   -0 33 58.9
 NT0563
 NT0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0563!SPC ID E     -   0.99975475  x   0.99995616  =   0.99971092
 NT0563!UTM  12      -   0.99975475  x   0.99965955  =   0.99941439
 NT0563
 NT0563:                Primary Azimuth Mark                     Grid Az
 NT0563:SPC ID E     -  BATTLE AZ MK                             172 30 38.6
 NT0563:UTM  12      -  BATTLE AZ MK                             173 17 40.7
 NT0563
 NT0563|---------------------------------------------------------------------|
 NT0563| PID    Reference Object                     Distance      Geod. Az  |
 NT0563|                                                           dddmmss.s |
 NT0563| AM7033 BATTLE AZ MK                                       1724341.8 |
 NT0563| AM7031 BATTLE AZ MK 2                                     1730346.9 |
 NT0563| NT0566 PRESTON RADIO STA KPST MAST         APPROX.10.1 KM 1814512.6 |
 NT0563| AM7030 BATTLE RM 1                           8.720 METERS 18219     |
 NT0563| AM7032 BATTLE RM 2                           7.738 METERS 27704     |
 NT0563|---------------------------------------------------------------------|
 NT0563
 NT0563                          SUPERSEDED SURVEY CONTROL
 NT0563
 NT0563  ELLIP H (07/28/92) 1564.19   (m)                       GP(       ) 5 1
 NT0563  NAD 83(1992)-  42 12 54.78211(N)    111 50 34.32904(W) AD(       ) B
 NT0563  ELLIP H (05/15/92) 1564.19   (m)                       GP(       ) 4 2
 NT0563  NAD 83(1986)-  42 12 54.77585(N)    111 50 34.31294(W) AD(       ) 1
 NT0563  NAD 27      -  42 12 55.05480(N)    111 50 31.48540(W) AD(       ) 1
 NT0563  NGVD 29 (05/10/91) 1577.1    (m)         5174.     (f) GPS OBS        
 NT0563
 NT0563.Superseded values are not recommended for survey control.
 NT0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0563.See file dsdata.txt to determine how the superseded data were derived.
 NT0563
 NT0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3043174016(NAD 83)
 NT0563_MARKER: DS = TRIANGULATION STATION DISK
 NT0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0563_SP_SET: CONCRETE POST
 NT0563_STAMPING: BATTLE 1963
 NT0563_MARK LOGO: CGS   
 NT0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0563+STABILITY: SURFACE MOTION
 NT0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0563+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 NT0563
 NT0563  HISTORY     - Date     Condition        Report By
 NT0563  HISTORY     - 1963     MONUMENTED       CGS
 NT0563  HISTORY     - 1963     GOOD             CGS
 NT0563  HISTORY     - 1976     GOOD             NGS
 NT0563  HISTORY     - 1980     GOOD             NGS
 NT0563  HISTORY     - 19900820 GOOD             NGS
 NT0563  HISTORY     - 19900820 GOOD             NGS
 NT0563  HISTORY     - 19990614 GOOD             JUBENG
 NT0563  HISTORY     - 20050530 GOOD             DJC
 NT0563
 NT0563                          STATION DESCRIPTION
 NT0563
 NT0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0563'THE STATION IS ABOUT 8-1/2 MILES NORTH-NORTHEAST OF PRESTON,
 NT0563'0.1 MILE EAST OF STATE HIGHWAY 34, ON LAND OWNED BY MELVIN KIRBY.
 NT0563'
 NT0563'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91
 NT0563'AND STATE HIGHWAY 34, ABOUT 1 MILE NORTH OF PRESTON, GO
 NT0563'NORTHEAST AND NORTH ON STATE HIGHWAY 34 FOR 5.5 MILES TO
 NT0563'STATE HIGHWAY 36.  CONTINUE NORTH ON STATE HIGHWAY 34 FOR 3.2
 NT0563'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR
 NT0563'0.25 MILE TO A DIM SIDE ROAD ON THE LEFT AND A FENCE CORNER
 NT0563'ON THE RIGHT.  BEAR RIGHT, CROSS A DITCH AND SELECT WAY
 NT0563'THROUGH SAGE BRUSH, GOING NORTHEASTERLY, FOR 0.2 MILE TO
 NT0563'THE HIGHEST POINT AND THE STATION.
 NT0563'
 NT0563'THE STATION MARK IS A STANDARD DISK, STAMPED BATTLE 1963,
 NT0563'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 NT0563'2 INCHES.  IT IS ABOUT 0.1 MILE EAST AND ABOUT 100 FEET
 NT0563'HIGHER THAN THE HIGHWAY, 5.4 FEET WEST OF A NORTH-SOUTH
 NT0563'FENCE AT THE WEST EDGE OF A CULTIVATED FIELD, 4.7 FEET WEST
 NT0563'OF A WITNESS POST AND 3.6 FEET EAST OF A SAWED OFF TELEPHONE
 NT0563'POLE THAT PROJECTS 6 INCHES.
 NT0563'
 NT0563'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BATTLE NO 1 1963,
 NT0563'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 NT0563'2 INCHES.  IT IS 7.4 FEET WEST OF THE FENCE AND ABOUT 2 FEET
 NT0563'LOWER THAN THE STATION.
 NT0563'
 NT0563'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BATTLE NO 2 1963,
 NT0563'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 5
 NT0563'INCHES.  IT IS 30.9 FEET WEST OF THE FENCE AND ABOUT 2 FEET
 NT0563'LOWER THAN THE STATION.
 NT0563'
 NT0563'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BATTLE 1963, SET
 NT0563'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 4
 NT0563'INCHES.  IT IS 64.0 FEET NORTH OF THE CENTERLINE OF A FIELD
 NT0563'ENTRANCE ROAD, 32.6 FEET WEST OF THE CENTERLINE OF THE
 NT0563'HIGHWAY, 2.0 FEET NORTH OF A WITNESS POST AND 49.5 FEET NORTH
 NT0563'OF A NORTH GATE POST.
 NT0563
 NT0563                          STATION RECOVERY (1963)
 NT0563
 NT0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 NT0563'RECOVERED IN GOOD CONDITION.
 NT0563
 NT0563                          STATION RECOVERY (1976)
 NT0563
 NT0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 NT0563'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NT0563'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  A NEW AZIMUTH
 NT0563'MARK WAS SET.  DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 NT0563'CHECKED THE 1963 DESCRIPTION.  THE STATION MARK WAS USED AS THE
 NT0563'ANTENNA SITE FOR GEOCEIVER STATION 51177.
 NT0563'
 NT0563'A NEW DESCRIPTION FOLLOWS.
 NT0563'
 NT0563'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF PRESTON, 0.1 MILE EAST
 NT0563'OF STATE HIGHWAY 34, ON LAND OWNED BY MRS. MELVIN KIRBY.
 NT0563'
 NT0563'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91 AND STATE
 NT0563'HIGHWAY 34 AT THE NORTH SIDE OF PRESTON, GO NORTHEAST AND NORTH ON
 NT0563'STATE HIGHWAY 34 FOR 5.4 MILES TO JUNCTION OF STATE HIGHWAY 36.
 NT0563'CONTINUE NORTH ON STATE HIGHWAY 34 FOR 3.0 MILES TO THE AZIMUTH
 NT0563'MARK ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 1.0 MILE TO
 NT0563'A CROSSROAD, TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.15
 NT0563'MILE TO A PAVED ROAD.  TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR
 NT0563'0.2 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT ON TRACK ROAD AND
 NT0563'GO EASTERLY AND UPHILL, PASSING AN ABANDONED LOG HOUSE, FOR 0.25
 NT0563'MILE TO TOP OF THE HILL AND CULTIVATED FIELD.  TURN RIGHT AND GO
 NT0563'SOUTH ALONG THE WEST EDGE OF THE CULTIVATED FIELD FOR 0.4 MILE TO THE
 NT0563'STATION.
 NT0563'
 NT0563'THE STATION MARK IS A STANDARD DISK, STAMPED BATTLE 1963, SET IN THE
 NT0563'TOP OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS
 NT0563'ABOUT 0.1 MILE EAST AND ABOUT 100 FEET HIGHER THAN THE HIGHWAY.  IT
 NT0563'IS 5 FEET WEST OF A CULTIVATED FIELD AND OLD FENCE LINE, 4.6 FEET
 NT0563'WEST OF A WITNESS POST, AND 3.1 FEET EAST OF A SAWED OFF
 NT0563'TELEPHONE POLE THAT PROJECTS 6 INCHES.
 NT0563'
 NT0563'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BATTLE NO 1 1963, SET
 NT0563'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 NT0563'INCH.  IT IS 6 FEET WEST OF THE EDGE OF THE CULTIVATED FIELD AND
 NT0563'ABOUT 1.5 FEET LOWER THAN THE STATION.
 NT0563'
 NT0563'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BATTLE NO 2 1963,
 NT0563'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NT0563'3 INCHES.  IT IS 39 FEET WEST OF THE EDGE OF THE CULTIVATED FIELD
 NT0563'AND ABOUT 2 FEET LOWER THAN THE STATION.
 NT0563'
 NT0563'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BATTLE 1963 1976, SET
 NT0563'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 NT0563'THE GROUND.  IT IS 61.5 FEET WEST OF THE CENTER LINE OF STATE
 NT0563'HIGHWAY 34, 25 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 12
 NT0563'FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER AND 2.4 FEET EAST OF A
 NT0563'METAL WITNESS POST.
 NT0563'
 NT0563'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH OF
 NT0563'PRESTON.
 NT0563
 NT0563                          STATION RECOVERY (1980)
 NT0563
 NT0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RM)
 NT0563'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 NT0563'DESCRIBED IN 1976 AND IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 NT0563'
 NT0563'THE STATION IS NOW ON PROPERTY OWNED BY MR. ALAN LYON WHO LIVES 2.5
 NT0563'MILES NORTH ALONG HIGHWAY 34, THEN WEST 1.0 MILE ALONG THE TREASURETON
 NT0563'ROAD.  PHONE 852 2753
 NT0563'
 NT0563'STATION OCCUPIED THIS DATE FOR ASTRO PURPOSES ONLY.
 NT0563
 NT0563                          STATION RECOVERY (1990)
 NT0563
 NT0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NT0563'THE STATION IS LOCATED ABOUT 14 KM (8.70 MI) NORTH OF PRESTON, 5.7 KM
 NT0563'(3.54 MI) NORTH OF THE JUNCTION OF STATE HIGHWAYS 34 AND 36 AT
 NT0563'RIVERDALE, 1 KM (0.62 MI) SOUTHEAST OF AN ELECTRIC SUBSTATION, ALONG
 NT0563'THE WEST EDGE OF A CULTIVATED FIELD ATOP A MESA.  OWNERSHIP--ALAN
 NT0563'LYONS, PHONE (208) 852-2753.
 NT0563'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91 AND STATE
 NT0563'HIGHWAY 34, ABOUT 1.6 KM (0.99 MI) NORTH OF PRESTON, GO NORTHEAST AND
 NT0563'NORTH ON STATE HIGHWAY 34 FOR 8.8 KM (5.47 MI) TO THE JUNCTION OF
 NT0563'STATE HIGHWAY 36. CONTINUE NORTH ON STATE HIGHWAY 34 FOR 6.92 KM
 NT0563'(4.30 MI) TO A CROSSROAD (ROAD LEFT GOES TO THE ELECTRIC SUBSTATION).
 NT0563'TURN RIGHT AND GO EAST ON A TRACK ROAD BETWEEN TWO FIELDS FOR 0.22
 NT0563'KM (0.14 MI) TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON AN OLD PAVED
 NT0563'HIGHWAY (HEAVILY GROWN OVER) FOR 0.93 KM (0.58 MI) TO THE END OF
 NT0563'TRUCK TRAVEL (ABOUT 100 M (328.08 FT) BEFORE THE OLD HIGHWAY REACHES
 NT0563'A NEW HIGHWAY)AND THE STATION ON THE LEFT. PACK UPHILL FOR ABOUT 50 M
 NT0563'(164.04 FT) .
 NT0563'ALSO REACHED FROM THE JUNCTION OF THE TRACK FIELD ROAD AND THE OLD
 NT0563'PAVED HIGHWAY IF PERMISSION IS GRANTED AND THE FIELD IS NOT IN CROPS,
 NT0563'GO SOUTH ON THE OLD PAVED HIGHWAY FOR 0.40 KM (0.25 MI) TO A TRACK
 NT0563'FIELD ROAD ON THE LEFT.  TURN LEFT AND GO EAST UPHILL FOR 0.24 KM
 NT0563'(0.15 MI) TO A FORK. BEAR RIGHT AND GO FOR 0.16 KM (0.10 MI) TO THE
 NT0563'EDGE OF THE FIELD.  TURN RIGHT AND GO SOUTH KEEPING TO THE EDGE OF
 NT0563'FIELD FOR 0.64 KM (0.40 MI) TO A SMALL KNOLL, JUST BEFORE THE CORNER
 NT0563'OF THE FIELD AND THE STATION ON THE RIGHT.
 NT0563'THE STATION MARK IS SET ABOUT 10M (32.81 FT) EAST OF THE EDGE OF THE
 NT0563'BANK, 1.3 M (4.27 FT) WEST OF THE EDGE OF THE FIELD, 0.8 M (2.62 FT)
 NT0563'EAST-NORTHEAST OF A UTILITY POLE STUB, 0.15 M (0.49 FT) NORTH OF A
 NT0563'WITNESS POST, 0.15 M (0.49 FT) SOUTH OF ANOTHER WITNESS POST, ABOUT
 NT0563'25 M (82.02 FT) ABOVE THE LEVEL OF THE OLD HIGHWAY AND FLUSH WITH THE
 NT0563'SURFACE.
 NT0563'DESCRIBED BY D.L. SPRANGERS.
 NT0563
 NT0563                          STATION RECOVERY (1990)
 NT0563
 NT0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0563'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NT0563'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  STATION IS LOCATED
 NT0563'ABOUT 14 KM (8.70 MI) NORTH OF PRESTON 5.7 KM (3.55 MI) NORTH OF THE
 NT0563'JUNCTION OF STATE HIGHWAYS 34 AND 36 AT THE RIVERDALE COMMUNITY 1 KM
 NT0563'(0.60 MI) SOUTHEAST OF AN ELECTRIC SUBSTATION ALONG THE WEST EDGE OF A
 NT0563'CULTIVATED FIELD ATOP A MESA ABOUT 30 M (98.4 FT) ABOVE THE HIGHWAY IN
 NT0563'THE SOUTHEAST 1/4 OF SECTION 12 T 14 S R 40 E. OWNERSHIP  ALAN LYONS
 NT0563'PHONE 208 852 2753. TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 34
 NT0563'AND 36 GO NORTH ON HIGHWAY 34 FOR 9.39 KM (5.85 MI) TO A CROSSROAD
 NT0563'(ROAD LEFT GOES TO SUBSTATION).  TURN RIGHT EAST ON TRACK ROAD BETWEEN
 NT0563'FIELDS FOR 0.22 KM (0.15 MI) TO A T ROAD.  TURN RIGHT SOUTH ON OLD
 NT0563'PAVED HIGHWAY (HEAVILY GROWN OVER) FOR 0.93 KM (0.60 MI) TO END OF
 NT0563'TRUCK TRAVEL (ABOUT 100 M (328.1 FT) BEFORE ROAD REACHES NEW HIGHWAY)
 NT0563'AND THE STATION ON THE LEFT.  PACK UPHILL FOR ABOUT 50 M (164.0 FT)
 NT0563'(25 M (82.0 FT) ELEVATION) TO STATION. STATION MARK IS SET IN THE TOP
 NT0563'OF A 30 CM SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS ABOUT 10
 NT0563'M (32.8 FT) EAST OF THE BANK EDGE 1.3 M (4.3 FT) WEST OF THE FIELD
 NT0563'EDGE 0.15 M (0.5 FT) NORTH OF A WITNESS POST 0.15 M (0.5 FT) SOUTH OF
 NT0563'ANOTHER WITNESS POST 0.8 M (2.6 FT) EAST NORTHEAST OF A UTILITY POLE
 NT0563'STUB ABOUT 25 M (82.0 FT) ABOVE THE OLD HIGHWAY. NOTE  IN DRY WEATHER
 NT0563'STATION CAN BE DRIVEN TO (DO NOT ATTEMPT WITHOUT PERMISSION).  TO
 NT0563'REACH FROM THE JUNCTION OF THE TRACK ROAD AND THE OLD HIGHWAY GO SOUTH
 NT0563'ON OLD HIGHWAY FOR 0.4 KM (0.25 MI) TO A TRACK FIELD ROAD ON THE LEFT.
 NT0563'TURN LEFT EAST UPHILL FOR 0.24 KM (0.15 MI) TO A FORK.  BEAR RIGHT FOR
 NT0563'0.16 KM (0.10 MI) TO THE EDGE OF A FIELD.  TURN RIGHT SOUTH ALONG
 NT0563'FIELD EDGE FOR 0.64 KM (0.40 MI) TO A SMALL KNOLL JUST BEFORE FIELD
 NT0563'CORNER AND STATION ON THE RIGHT. DESCRIBED BY D.L.SPRANGERS.
 NT0563
 NT0563                          STATION RECOVERY (1999)
 NT0563
 NT0563'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 1999 (RH)
 NT0563'STATION WAS RECOVERED AS DESCRIBED.  LOCATED ABOUT 600 FT (182.9 M)
 NT0563'NORTH OF CONDIE RESERVOIR SPORTSMAN ACCESS ROAD.
 NT0563
 NT0563                          STATION RECOVERY (2005)
 NT0563
 NT0563'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 NT0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0373 ***********************************************************************
 NW0373  DESIGNATION -  BATTLE
 NW0373  PID         -  NW0373
 NW0373  STATE/COUNTY-  ID/OWYHEE
 NW0373  USGS QUAD   -  JARVIS PASTURE (1971)
 NW0373
 NW0373                         *CURRENT SURVEY CONTROL
 NW0373  ___________________________________________________________________
 NW0373* NAD 83(1992)-  42 14 24.97311(N)    116 24 19.22476(W)     ADJUSTED  
 NW0373* NAVD 88     -      1692.9    (meters)    5554.     (feet)  VERTCON   
 NW0373  ___________________________________________________________________
 NW0373  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 NW0373  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 NW0373
 NW0373  HORZ ORDER  -  THIRD
 NW0373
 NW0373.The horizontal coordinates were established by classical geodetic methods
 NW0373.and adjusted by the National Geodetic Survey in July 1992..
 NW0373
 NW0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0373
 NW0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0373
 NW0373.The geoid height was determined by GEOID03.
 NW0373
 NW0373;                    North         East     Units Scale Factor Converg.
 NW0373;SPC ID W     -    63,915.218   745,912.785   MT  0.99996932   -0 26 26.0
 NW0373;UTM  11      - 4,676,624.882   549,062.696   MT  0.99962962   +0 23 59.1
 NW0373
 NW0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0373!SPC ID W     -   0.99973722  x   0.99996932  =   0.99970655
 NW0373!UTM  11      -   0.99973722  x   0.99962962  =   0.99936694
 NW0373
 NW0373|---------------------------------------------------------------------|
 NW0373| PID    Reference Object                     Distance      Geod. Az  |
 NW0373|                                                           dddmmss.s |
 NW0373| CD4233 BATTLE RM 1                          11.665 METERS 02149     |
 NW0373| CD4234 BATTLE RM 2                           8.144 METERS 25610     |
 NW0373| CD4232 BATTLE AZ MK                                       3390427.6 |
 NW0373|---------------------------------------------------------------------|
 NW0373
 NW0373                          SUPERSEDED SURVEY CONTROL
 NW0373
 NW0373  NAD 83(1986)-  42 14 24.97422(N)    116 24 19.22404(W) AD(       ) 3
 NW0373  NAD 27      -  42 14 25.35200(N)    116 24 15.81300(W) AD(       ) 3
 NW0373  NGVD 29 (07/19/86) 1691.7    (m)         5550.     (f) VERT ANG       
 NW0373
 NW0373.Superseded values are not recommended for survey control.
 NW0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0373.See file dsdata.txt to determine how the superseded data were derived.
 NW0373
 NW0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG4906376625(NAD 83)
 NW0373_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0373_SETTING: 80 = SET IN A BOULDER
 NW0373_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0373
 NW0373  HISTORY     - Date     Condition        Report By
 NW0373  HISTORY     - 1956     MONUMENTED       CGS
 NW0373
 NW0373                          STATION DESCRIPTION
 NW0373
 NW0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0373'THE STATION IS ON A HIGH FLAT BENCH ABOUT 26 MILES NORTHWEST
 NW0373'OF OWYHEE, NEVADA, ABOUT 16 MILES WNW OF THE RIDDLE POST OFFICE,
 NW0373'ABOUT 6 MILES EAST OF THE JUNCTION OF BLUE CREEK AND BATTLE
 NW0373'CREEK WITH THE SOUTH FORK OF THE OWYHEE RIVER AND 0.5 MILE
 NW0373'SOUTH OF AN OLD EAST-WEST TRACK ROAD.
 NW0373'
 NW0373'TO REACH THE STATION FROM THE RIDDLE POST OFFICE, GO NORTH ON
 NW0373'A GRAVEL ROAD FOR 1.6 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT
 NW0373'AND GO 0.1 MILE TO A FORK AND A SIGN UD RANCH.  TAKE THE RIGHT
 NW0373'FORK AND FOLLOW THE MAIN TRAVELED ROAD NORTH AND WEST FOR
 NW0373'5.2 MILES TO A BRIDGE OVER THE BLUE CREEK.  KEEP STRAIGHT
 NW0373'AHEAD PASSING THROUGH A WOODEN GATE TO A 3 WAY FORK.  KEEP
 NW0373'ON THE LEFT FORK, OR STRAIGHT AHEAD, AND FOLLOW THE MAIN
 NW0373'TRAVELED ROAD SOUTH AND WEST FOR 7.2 MILES TO RANCH BUILDINGS
 NW0373'ON THE LEFT.  KEEP TO THE RIGHT STRAIGHT AHEAD PASSING
 NW0373'THROUGH A WIRE GATE INTO A HAY MEADOW.  TURN LEFT AND FOLLOW
 NW0373'A TRACK ROAD NORTH THROUGH THE MEADOW FOR 2.4 MILES TO A
 NW0373'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH ON THE
 NW0373'TRACK ROAD FOR 1.0 MILE TO A DIM FORK.  TURN LEFT ON THE DIM
 NW0373'TRACK ROAD AND FOLLOW IT WEST FOR 6.3 MILES TO A ROCK
 NW0373'LEDGE ON THE LEFT THAT IS 40 FEET LONG AND 8 FEET HIGH.  THE
 NW0373'AZIMUTH MARK AND A 4 FOOT CAIRN IS ON THE TOP OF THE LEDGE.
 NW0373'HERE TURN LEFT AND GO SOUTH SOUTHEAST TO THE TOP OF BENCH AND
 NW0373'THE STATION, A DISTANCE OF 0.5 MILE.
 NW0373'
 NW0373'THE STATION IS ON A SMALL ROCK AND BRUSH COVERED MOUND.  THE
 NW0373'STATION IS A STANDARD DISK STAMPED BATTLE 1956.  IT IS CEMENTED
 NW0373'IN A DRILL HOLE IN A BOULDER THAT IS 2 FEET SQUARE AND IS
 NW0373'FLUSH WITH THE GROUND.
 NW0373'
 NW0373'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BATTLE NO 1 1956.
 NW0373'IT IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 24 INCHES
 NW0373'LONG, 18 INCHES WIDE AND PROJECTS 3 INCHES.
 NW0373'
 NW0373'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BATTLE NO 2 1956.
 NW0373'IT IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 20 INCHES
 NW0373'LONG, 16 INCHES WIDE AND PROJECTS 2 INCHES.
 NW0373'
 NW0373'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BATTLE 1956.
 NW0373'IT IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 4 FEET
 NW0373'LONG, 3 FEET WIDE AND IS FLUSH WITH THE GROUND.  THE MARK IS
 NW0373'ABOUT 100 YARDS SOUTH OF A DIM TRACK ROAD, 15 FEET SOUTH OF
 NW0373'A CAIRN, 6 FEET SOUTH OF THE EDGE OF THE ROCK LEDGE AND MARKED BY
 NW0373'A WHITE WITNESS POST IN THE CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0955 ***********************************************************************
 NU0955  DESIGNATION -  BB
 NU0955  PID         -  NU0955
 NU0955  STATE/COUNTY-  ID/CASSIA
 NU0955  USGS QUAD   -  MALTA (1968)
 NU0955
 NU0955                         *CURRENT SURVEY CONTROL
 NU0955  ___________________________________________________________________
 NU0955* NAD 83(1986)-  42 21 49.     (N)    113 22 12.     (W)     SCALED    
 NU0955* NAVD 88     -      1357.913  (meters)    4455.09   (feet)  ADJUSTED  
 NU0955  ___________________________________________________________________
 NU0955  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 NU0955  DYNAMIC HT  -        1357.066 (meters)    4452.31  (feet)  COMP
 NU0955  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 NU0955
 NU0955  VERT ORDER  -  FIRST     CLASS II
 NU0955
 NU0955.The horizontal coordinates were scaled from a topographic map and have
 NU0955.an estimated accuracy of +/- 6 seconds.
 NU0955
 NU0955.The orthometric height was determined by differential leveling
 NU0955.and adjusted by the National Geodetic Survey in June 1991..
 NU0955
 NU0955.The geoid height was determined by GEOID03.
 NU0955
 NU0955.The dynamic height is computed by dividing the NAVD 88
 NU0955.geopotential number by the normal gravity value computed on the
 NU0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0955.degrees latitude (g = 980.6199 gals.).
 NU0955
 NU0955.The modeled gravity was interpolated from observed gravity values.
 NU0955
 NU0955;                    North         East    Units  Estimated Accuracy
 NU0955;SPC ID C     -    77,600.      551,900.      MT  (+/- 180 meters Scaled)
 NU0955
 NU0955                          SUPERSEDED SURVEY CONTROL
 NU0955
 NU0955  NGVD 29 (??/??/92) 1356.890  (m)         4451.73   (f) ADJ UNCH    1 2
 NU0955
 NU0955.Superseded values are not recommended for survey control.
 NU0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0955.See file dsdata.txt to determine how the superseded data were derived.
 NU0955
 NU0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM048928(NAD 83)
 NU0955_MARKER: DD = SURVEY DISK
 NU0955_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU0955_SP_SET: PREFAB CONC. POST IN EARTH
 NU0955_STAMPING: BB
 NU0955_MARK LOGO: IDPWD 
 NU0955_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0955
 NU0955  HISTORY     - Date     Condition        Report By
 NU0955  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0955  HISTORY     - 1958     GOOD             NGS
 NU0955  HISTORY     - 19741209 GOOD             USGS
 NU0955
 NU0955                          STATION DESCRIPTION
 NU0955
 NU0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0955'3.85 MI N FROM MALTA.
 NU0955'3.85 MILES NORTH ALONG U.S. HIGHWAY 30 SOUTH FROM THE POST OFFICE AT
 NU0955'MALTA, 0.65 MILE NORTH OF MILEPOST 270, IN LINE WITH A ROW OF
 NU0955'TELEPHONE POLES, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 15
 NU0955'FEET NORTH OF A TELEPHONE POLE, 0.4 FOOT EAST OF A STEEL POST
 NU0955'PROJECTING 2.0 FEET ABOVE THE GROUND, 1 1/2 FEET LOWER THAN THE
 NU0955'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 NU0955'ABOVE THE GROUND.
 NU0955
 NU0955                          STATION RECOVERY (1974)
 NU0955
 NU0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0654 ***********************************************************************
 SV0654  DESIGNATION -  BB 285 IDDT
 SV0654  PID         -  SV0654
 SV0654  STATE/COUNTY-  ID/KOOTENAI
 SV0654  USGS QUAD   -  LIBERTY LAKE (1973)
 SV0654
 SV0654                         *CURRENT SURVEY CONTROL
 SV0654  ___________________________________________________________________
 SV0654* NAD 83(1986)-  47 44 22.     (N)    117 02 04.     (W)     SCALED    
 SV0654* NAVD 88     -       651.470  (meters)    2137.36   (feet)  ADJUSTED  
 SV0654  ___________________________________________________________________
 SV0654  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 SV0654  DYNAMIC HT  -         651.508 (meters)    2137.49  (feet)  COMP
 SV0654  MODELED GRAV-     980,649.6   (mgal)                       NAVD 88
 SV0654
 SV0654  VERT ORDER  -  FIRST     CLASS II
 SV0654
 SV0654.The horizontal coordinates were scaled from a topographic map and have
 SV0654.an estimated accuracy of +/- 6 seconds.
 SV0654
 SV0654.The orthometric height was determined by differential leveling
 SV0654.and adjusted by the National Geodetic Survey in June 1991..
 SV0654
 SV0654.The geoid height was determined by GEOID03.
 SV0654
 SV0654.The dynamic height is computed by dividing the NAVD 88
 SV0654.geopotential number by the normal gravity value computed on the
 SV0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0654.degrees latitude (g = 980.6199 gals.).
 SV0654
 SV0654.The modeled gravity was interpolated from observed gravity values.
 SV0654
 SV0654;                    North         East    Units  Estimated Accuracy
 SV0654;SPC ID W     -   675,600.      703,670.      MT  (+/- 180 meters Scaled)
 SV0654
 SV0654                          SUPERSEDED SURVEY CONTROL
 SV0654
 SV0654  NGVD 29 (??/??/92)  650.301  (m)         2133.53   (f) ADJ UNCH    1 2
 SV0654
 SV0654.Superseded values are not recommended for survey control.
 SV0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0654.See file dsdata.txt to determine how the superseded data were derived.
 SV0654
 SV0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN974873(NAD 83)
 SV0654_MARKER: DD = SURVEY DISK
 SV0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0654_STAMPING: BB 285 1944 P.O.T. 23+00 40.00
 SV0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0654+STABILITY: SURFACE MOTION
 SV0654
 SV0654  HISTORY     - Date     Condition        Report By
 SV0654  HISTORY     - 1944     MONUMENTED       IDDT
 SV0654  HISTORY     - 1944     GOOD             NGS
 SV0654  HISTORY     - 1980     GOOD
 SV0654
 SV0654                          STATION DESCRIPTION
 SV0654
 SV0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0654'1.2 MI SW FROM HAUSER.
 SV0654'1.2 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0654'STATION AT HAUSER, ALONG STATE HIGHWAY NO. 53, SET ON THE NORTHWEST
 SV0654'SIDE OF HIGHWAY FROM THE TRACK, 40 FEET NORTHWEST OF THE CENTER-LINE
 SV0654'OF THE HIGHWAY, 23 FEET SOUTHWEST OF A 3-WAY CORNER FENCE CORNER, SET
 SV0654'IN THE FENCE LINE, 2.5 FEET NORTHEAST OF REFERENCE POST.  A IDAHO
 SV0654'STATE HIGHWAY BRONZE RIGHT-OF-WAY DISK SET IN TOP OF A CONCRETE POST
 SV0654'PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
 SV0654
 SV0654                          STATION RECOVERY (1980)
 SV0654
 SV0654'RECOVERED 1980
 SV0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0931 ***********************************************************************
 RZ0931  DESIGNATION -  BB 305 IDDT
 RZ0931  PID         -  RZ0931
 RZ0931  STATE/COUNTY-  ID/NEZ PERCE
 RZ0931  USGS QUAD   -  CLARKSTON (1971)
 RZ0931
 RZ0931                         *CURRENT SURVEY CONTROL
 RZ0931  ___________________________________________________________________
 RZ0931* NAD 83(1986)-  46 25 56.     (N)    117 00 49.     (W)     SCALED    
 RZ0931* NAVD 88     -       267.127  (meters)     876.40   (feet)  ADJUSTED  
 RZ0931  ___________________________________________________________________
 RZ0931  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 RZ0931  DYNAMIC HT  -         267.121 (meters)     876.38  (feet)  COMP
 RZ0931  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 RZ0931
 RZ0931  VERT ORDER  -  FIRST     CLASS II
 RZ0931
 RZ0931.The horizontal coordinates were scaled from a topographic map and have
 RZ0931.an estimated accuracy of +/- 6 seconds.
 RZ0931
 RZ0931.The orthometric height was determined by differential leveling
 RZ0931.and adjusted by the National Geodetic Survey in June 1991..
 RZ0931
 RZ0931.The geoid height was determined by GEOID03.
 RZ0931
 RZ0931.The dynamic height is computed by dividing the NAVD 88
 RZ0931.geopotential number by the normal gravity value computed on the
 RZ0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0931.degrees latitude (g = 980.6199 gals.).
 RZ0931
 RZ0931.The modeled gravity was interpolated from observed gravity values.
 RZ0931
 RZ0931;                    North         East    Units  Estimated Accuracy
 RZ0931;SPC ID W     -   530,260.      702,890.      MT  (+/- 180 meters Scaled)
 RZ0931
 RZ0931                          SUPERSEDED SURVEY CONTROL
 RZ0931
 RZ0931  NGVD 29 (??/??/92)  266.132  (m)          873.13   (f) ADJ UNCH    1 2
 RZ0931
 RZ0931.Superseded values are not recommended for survey control.
 RZ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0931.See file dsdata.txt to determine how the superseded data were derived.
 RZ0931
 RZ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM989420(NAD 83)
 RZ0931_MARKER: DD = SURVEY DISK
 RZ0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0931_STAMPING: BB 305 1946
 RZ0931_MARK LOGO: IDDT  
 RZ0931_PROJECTION: PROJECTING 15 CENTIMETERS
 RZ0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0931+STABILITY: SURFACE MOTION
 RZ0931
 RZ0931  HISTORY     - Date     Condition        Report By
 RZ0931  HISTORY     - 1946     MONUMENTED       IDDT
 RZ0931  HISTORY     - 1959     GOOD             NGS
 RZ0931  HISTORY     - 1974     GOOD             NGS
 RZ0931  HISTORY     - 1980     GOOD             NGS
 RZ0931
 RZ0931                          STATION DESCRIPTION
 RZ0931
 RZ0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0931'1.8 MI N FROM LEWISTON.
 RZ0931'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE CAUTION LIGHT AT THE
 RZ0931'INTERSECTION OF U.S. HIGHWAYS 95 AND 410 AT LEWISTON.  84.3 FEET
 RZ0931'SOUTHEAST OF MILEPOST 331.  60.5 FEET SOUTH OF A SIGNBOARD, 51.6 FEET
 RZ0931'EAST OF THE CENTERLINE OF ROAD.  IN THE FENCELINE AND IN THE TOP OF A
 RZ0931'CONCRETE POST WHICH PROJECTS 0.5 FEET.
 RZ0931
 RZ0931                          STATION RECOVERY (1974)
 RZ0931
 RZ0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RZ0931'RECOVERED IN GOOD CONDITION.
 RZ0931
 RZ0931                          STATION RECOVERY (1980)
 RZ0931
 RZ0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0931'1.35 KILOMETER (0.85 MILE) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ0931'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, AT THE NORTHWEST END OF A
 RZ0931'LAND FILL, THE MARK IS SET ON THE NORTHEAST HIGHWAY RIGHT-OF-WAY,
 RZ0931'15.1 METERS (49.6 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 RZ0931'100.6 METERS (330 FEET) SOUTHEAST OF THE CENTERLINE OF DOWN RIVER
 RZ0931'ROAD, 27.5 METERS (90.1 FEET) NORTHEAST OF BENCH MARK B 305, 8.9
 RZ0931'METERS (29.2 FEET) EAST OF A HIGHWAY NARROWING SIGN. NOTE-THE MARK
 RZ0931'IS A DEPARTMENT OF PUBLIC WORKS DISK.
 RZ0931'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 RZ0931'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0415 ***********************************************************************
 QB0415  DESIGNATION -  BB 321
 QB0415  PID         -  QB0415
 QB0415  STATE/COUNTY-  ID/WASHINGTON
 QB0415  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0415
 QB0415                         *CURRENT SURVEY CONTROL
 QB0415  ___________________________________________________________________
 QB0415* NAD 83(1986)-  44 34 05.     (N)    116 34 12.     (W)     SCALED    
 QB0415* NAVD 88     -       833.206  (meters)    2733.61   (feet)  ADJUSTED  
 QB0415  ___________________________________________________________________
 QB0415  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 QB0415  DYNAMIC HT  -         832.957 (meters)    2732.79  (feet)  COMP
 QB0415  MODELED GRAV-     980,292.0   (mgal)                       NAVD 88
 QB0415
 QB0415  VERT ORDER  -  FIRST     CLASS II
 QB0415
 QB0415.The horizontal coordinates were scaled from a topographic map and have
 QB0415.an estimated accuracy of +/- 6 seconds.
 QB0415
 QB0415.The orthometric height was determined by differential leveling
 QB0415.and adjusted by the National Geodetic Survey in June 1991..
 QB0415.WARNING-Repeat measurements at this control monument indicate possible
 QB0415.vertical movement.
 QB0415
 QB0415.The geoid height was determined by GEOID03.
 QB0415
 QB0415.The dynamic height is computed by dividing the NAVD 88
 QB0415.geopotential number by the normal gravity value computed on the
 QB0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0415.degrees latitude (g = 980.6199 gals.).
 QB0415
 QB0415.The modeled gravity was interpolated from observed gravity values.
 QB0415
 QB0415;                    North         East    Units  Estimated Accuracy
 QB0415;SPC ID W     -   322,640.      734,870.      MT  (+/- 180 meters Scaled)
 QB0415
 QB0415                          SUPERSEDED SURVEY CONTROL
 QB0415
 QB0415  NGVD 29 (??/??/92)  832.159  (m)         2730.18   (f) ADJ UNCH    1 2
 QB0415
 QB0415.Superseded values are not recommended for survey control.
 QB0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0415.See file dsdata.txt to determine how the superseded data were derived.
 QB0415
 QB0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK341350(NAD 83)
 QB0415_MARKER: DD = SURVEY DISK
 QB0415_SETTING: 0 = UNSPECIFIED SETTING
 QB0415_STAMPING: BB 321 1946
 QB0415_MARK LOGO: IDPWD 
 QB0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0415
 QB0415  HISTORY     - Date     Condition        Report By
 QB0415  HISTORY     - 1946     MONUMENTED       IDPWD
 QB0415  HISTORY     - 1967     GOOD             NGS
 QB0415  HISTORY     - 1983     GOOD             NGS
 QB0415
 QB0415                          STATION DESCRIPTION
 QB0415
 QB0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0415'5.5 MI E FROM CAMBRIDGE.
 QB0415'5.5 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0415'CAMBRIDGE, 600 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM MILE POST
 QB0415'NO. 123, 150 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 QB0415'CORNER OF A SCHOOLHOUSE, 40 FEET NORTH OF THE CENTER LINE OF THE
 QB0415'HIGHWAY, 2.5 FEET EAST OF THE EAST END OF A GATE INTO A PASTURE, 1
 QB0415'FOOT SOUTH OF POWER POLE NO. 80 WITH A WITNESS SIGN NAILED ON IT AND 4
 QB0415'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 QB0415
 QB0415                          STATION RECOVERY (1983)
 QB0415
 QB0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0415'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.0 KM
 QB0415'(5.6 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0415'71 IN CAMBRIDGE, 92.4 METERS (303 FT) WEST ACROSS THE HIGHWAY FROM
 QB0415'MILEPOST 119, 12.8 METERS (42 FT) NORTH OF THE CENTERLINE OF THE
 QB0415'HIGHWAY, 42.7 METERS (140 FT) NORTHEAST ACROSS THE HIGHWAY FROM THE
 QB0415'NORTHEAST CORNER OF AN OLD SCHOOL HOUSE, 0.6 METER (2 FT) EAST OF THE
 QB0415'EAST POST OF A STEEL GATE, 0.3 METER (1 FT) SOUTH OF POWER LINE POLE
 QB0415'80, 0.1 METER (0.3 FT) SOUTH OF A FENCE.
 QB0415'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 QB0415'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0513 ***********************************************************************
 RZ0513  DESIGNATION -  BB 348
 RZ0513  PID         -  RZ0513
 RZ0513  STATE/COUNTY-  ID/LATAH
 RZ0513  USGS QUAD   -  TEXAS RIDGE (1994)
 RZ0513
 RZ0513                         *CURRENT SURVEY CONTROL
 RZ0513  ___________________________________________________________________
 RZ0513* NAD 83(1986)-  46 39 51.     (N)    116 37 21.     (W)     SCALED    
 RZ0513* NAVD 88     -       802.904  (meters)    2634.19   (feet)  ADJUSTED  
 RZ0513  ___________________________________________________________________
 RZ0513  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 RZ0513  DYNAMIC HT  -         802.865 (meters)    2634.07  (feet)  COMP
 RZ0513  MODELED GRAV-     980,538.6   (mgal)                       NAVD 88
 RZ0513
 RZ0513  VERT ORDER  -  SECOND    CLASS 0
 RZ0513
 RZ0513.The horizontal coordinates were scaled from a topographic map and have
 RZ0513.an estimated accuracy of +/- 6 seconds.
 RZ0513
 RZ0513.The orthometric height was determined by differential leveling
 RZ0513.and adjusted by the National Geodetic Survey in June 1991..
 RZ0513
 RZ0513.The geoid height was determined by GEOID03.
 RZ0513
 RZ0513.The dynamic height is computed by dividing the NAVD 88
 RZ0513.geopotential number by the normal gravity value computed on the
 RZ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0513.degrees latitude (g = 980.6199 gals.).
 RZ0513
 RZ0513.The modeled gravity was interpolated from observed gravity values.
 RZ0513
 RZ0513;                    North         East    Units  Estimated Accuracy
 RZ0513;SPC ID W     -   555,630.      733,230.      MT  (+/- 180 meters Scaled)
 RZ0513
 RZ0513                          SUPERSEDED SURVEY CONTROL
 RZ0513
 RZ0513  NGVD 29 (??/??/92)  801.836  (m)         2630.69   (f) ADJ UNCH    2 0
 RZ0513
 RZ0513.Superseded values are not recommended for survey control.
 RZ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0513.See file dsdata.txt to determine how the superseded data were derived.
 RZ0513
 RZ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM288679(NAD 83)
 RZ0513_MARKER: DB = BENCH MARK DISK
 RZ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0513_STAMPING: BB 348 1952
 RZ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0513+STABILITY: SURFACE MOTION
 RZ0513
 RZ0513  HISTORY     - Date     Condition        Report By
 RZ0513  HISTORY     - 1952     MONUMENTED       CGS
 RZ0513
 RZ0513                          STATION DESCRIPTION
 RZ0513
 RZ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0513'5.8 MI NE FROM KENDRICK.
 RZ0513'0.6 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RZ0513'AT KENDRICK, THENCE 5.2 MILES NORTHEAST ALONG STATE HIGHWAY 7, AT THE
 RZ0513'NORTHEAST CORNER OF THE BETHANY CEMETERY, 27 FEET SOUTH OF THE CENTER
 RZ0513'LINE OF THE HIGHWAY, 7.3 FEET WEST OF A FENCE CORNER POST, 1.7 FEET
 RZ0513'NORTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 RZ0513'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 RZ0513'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0386 ***********************************************************************
 NU0386  DESIGNATION -  BB 81
 NU0386  PID         -  NU0386
 NU0386  STATE/COUNTY-  ID/ONEIDA
 NU0386  USGS QUAD   -  IRELAND SPRINGS (1968)
 NU0386
 NU0386                         *CURRENT SURVEY CONTROL
 NU0386  ___________________________________________________________________
 NU0386* NAD 83(1986)-  42 09 35.     (N)    112 24 10.     (W)     SCALED    
 NU0386* NAVD 88     -      1551.919  (meters)    5091.59   (feet)  ADJUSTED  
 NU0386  ___________________________________________________________________
 NU0386  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 NU0386  DYNAMIC HT  -        1550.883 (meters)    5088.19  (feet)  COMP
 NU0386  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 NU0386
 NU0386  VERT ORDER  -  SECOND    CLASS 0
 NU0386
 NU0386.The horizontal coordinates were scaled from a topographic map and have
 NU0386.an estimated accuracy of +/- 6 seconds.
 NU0386
 NU0386.The orthometric height was determined by differential leveling
 NU0386.and adjusted by the National Geodetic Survey in June 1991..
 NU0386
 NU0386.The geoid height was determined by GEOID03.
 NU0386
 NU0386.The dynamic height is computed by dividing the NAVD 88
 NU0386.geopotential number by the normal gravity value computed on the
 NU0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0386.degrees latitude (g = 980.6199 gals.).
 NU0386
 NU0386.The modeled gravity was interpolated from observed gravity values.
 NU0386
 NU0386;                    North         East    Units  Estimated Accuracy
 NU0386;SPC ID E     -    54,790.      180,490.      MT  (+/- 180 meters Scaled)
 NU0386
 NU0386                          SUPERSEDED SURVEY CONTROL
 NU0386
 NU0386  NGVD 29 (??/??/92) 1550.859  (m)         5088.11   (f) ADJ UNCH    2 0
 NU0386
 NU0386.Superseded values are not recommended for survey control.
 NU0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0386.See file dsdata.txt to determine how the superseded data were derived.
 NU0386
 NU0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM841684(NAD 83)
 NU0386_MARKER: DB = BENCH MARK DISK
 NU0386_SETTING: 80 = SET IN A BOULDER
 NU0386_SP_SET: BOULDER
 NU0386_STAMPING: BB 81 1934
 NU0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0386+STABILITY: SURFACE MOTION
 NU0386
 NU0386  HISTORY     - Date     Condition        Report By
 NU0386  HISTORY     - 1934     MONUMENTED       CGS
 NU0386
 NU0386                          STATION DESCRIPTION
 NU0386
 NU0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0386'10.0 MI W FROM MALAD CITY.
 NU0386'10.0 MILES WEST ALONG STATE HIGHWAY 37 FROM THE POST FFICE AT MALAD
 NU0386'CITY, AT THE SUMMIT OF A HILL, IN A BOULDER, 45 FEET NORTH OF THE
 NU0386'CENTERLINE OF THE ROAD, 27 FEET EAST AND 3 FEET SOUTH OF A POLE, AND
 NU0386'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0297 ***********************************************************************
 OY0297  DESIGNATION -  BB 96
 OY0297  PID         -  OY0297
 OY0297  STATE/COUNTY-  ID/BINGHAM
 OY0297  USGS QUAD   -  FIRTH (1979)
 OY0297
 OY0297                         *CURRENT SURVEY CONTROL
 OY0297  ___________________________________________________________________
 OY0297* NAD 83(1986)-  43 19 05.     (N)    112 12 49.     (W)     SCALED    
 OY0297* NAVD 88     -      1397.768  (meters)    4585.84   (feet)  ADJUSTED  
 OY0297  ___________________________________________________________________
 OY0297  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 OY0297  DYNAMIC HT  -        1397.007 (meters)    4583.35  (feet)  COMP
 OY0297  MODELED GRAV-     980,026.8   (mgal)                       NAVD 88
 OY0297
 OY0297  VERT ORDER  -  FIRST     CLASS I
 OY0297
 OY0297.The horizontal coordinates were scaled from a topographic map and have
 OY0297.an estimated accuracy of +/- 6 seconds.
 OY0297
 OY0297.The orthometric height was determined by differential leveling
 OY0297.and adjusted by the National Geodetic Survey in June 1991..
 OY0297
 OY0297.The geoid height was determined by GEOID03.
 OY0297
 OY0297.The dynamic height is computed by dividing the NAVD 88
 OY0297.geopotential number by the normal gravity value computed on the
 OY0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0297.degrees latitude (g = 980.6199 gals.).
 OY0297
 OY0297.The modeled gravity was interpolated from observed gravity values.
 OY0297
 OY0297;                    North         East    Units  Estimated Accuracy
 OY0297;SPC ID E     -   183,430.      196,190.      MT  (+/- 180 meters Scaled)
 OY0297
 OY0297                          SUPERSEDED SURVEY CONTROL
 OY0297
 OY0297  NGVD 29 (??/??/92) 1396.688  (m)         4582.30   (f) ADJ UNCH    1 1
 OY0297
 OY0297.Superseded values are not recommended for survey control.
 OY0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0297.See file dsdata.txt to determine how the superseded data were derived.
 OY0297
 OY0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN015968(NAD 83)
 OY0297_MARKER: DB = BENCH MARK DISK
 OY0297_SETTING: 66 = SET IN ROCK OUTCROP
 OY0297_SP_SET: ROCK OUTCROP
 OY0297_STAMPING: BB 96 1959
 OY0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0297+STABILITY: POSITION/ELEVATION WELL
 OY0297
 OY0297  HISTORY     - Date     Condition        Report By
 OY0297  HISTORY     - 1959     MONUMENTED       CGS
 OY0297  HISTORY     - 1967     GOOD             NGS
 OY0297
 OY0297                          STATION DESCRIPTION
 OY0297
 OY0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0297'2.7 MI N FROM FIRTH.
 OY0297'0.4 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0297'AT FIRTH, THENCE 0.6 MILE NORTHWEST ALONG AN ASPHALT ROAD, THENCE 0.4
 OY0297'MILE ALONG AN ASPHALT ROAD, THENCE 1.0 MILE ALONG AN ASPHALT ROAD,
 OY0297'THENCE 0.3 MILE SOUTHWEST ALONG A GRAVELED ROAD WHICH IS ALONG THE
 OY0297'NORTHWEST SIDE OF AN IRRIGATION DITCH, ON A SMALL RISE, 40 1/2 FEET
 OY0297'NORTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A 2- BY 2-FOOT
 OY0297'FLAT LAVA OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND, 24.1 FEET
 OY0297'NORTH OF A FENCE, 24.1 FEET NORTH OF A WITNESS POST, 5 FENCE POST EAST
 OY0297'OF A FENCE BRACE, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1295 ***********************************************************************
 OH1295  DESIGNATION -  BEACON
 OH1295  PID         -  OH1295
 OH1295  STATE/COUNTY-  ID/ADA
 OH1295  USGS QUAD   -  STAR (1976)
 OH1295
 OH1295                         *CURRENT SURVEY CONTROL
 OH1295  ___________________________________________________________________
 OH1295* NAD 83(1992)-  43 43 15.57589(N)    116 27 29.03112(W)     ADJUSTED  
 OH1295* NAVD 88     -       779.9    (meters)    2559.     (feet)  VERTCON   
 OH1295  ___________________________________________________________________
 OH1295  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OH1295  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 OH1295
 OH1295  HORZ ORDER  -  SECOND
 OH1295
 OH1295.The horizontal coordinates were established by classical geodetic methods
 OH1295.and adjusted by the National Geodetic Survey in July 1992..
 OH1295
 OH1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1295
 OH1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1295
 OH1295.The geoid height was determined by GEOID03.
 OH1295
 OH1295;                    North         East     Units Scale Factor Converg.
 OH1295;SPC ID W     -   228,436.983   742,947.148   MT  0.99997336   -0 29 21.8
 OH1295;UTM  11      - 4,841,027.626   543,652.342   MT  0.99962344   +0 22 28.4
 OH1295
 OH1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1295!SPC ID W     -   0.99988041  x   0.99997336  =   0.99985377
 OH1295!UTM  11      -   0.99988041  x   0.99962344  =   0.99950389
 OH1295
 OH1295|---------------------------------------------------------------------|
 OH1295| PID    Reference Object                     Distance      Geod. Az  |
 OH1295|                                                           dddmmss.s |
 OH1295| OH1294 BEACON PT A                           6.658 METERS 02610     |
 OH1295| CD4235 BEACON RM 1                          16.479 METERS 13749     |
 OH1295| CD4236 BEACON RM 2                           9.069 METERS 19308     |
 OH1295| OH1296 BEACON AZ MK TPT                    APPROX. 0.6 KM 3541623.5 |
 OH1295| OH1297 BEACON AZ MK                        APPROX. 0.6 KM 3541622.6 |
 OH1295|---------------------------------------------------------------------|
 OH1295
 OH1295                          SUPERSEDED SURVEY CONTROL
 OH1295
 OH1295  NAD 83(1986)-  43 43 15.57624(N)    116 27 29.02902(W) AD(       ) 2
 OH1295  NAD 27      -  43 43 15.99041(N)    116 27 25.56384(W) AD(       ) 2
 OH1295  NGVD 29 (07/19/86)  779.0    (m)         2556.     (f) VERT ANG       
 OH1295
 OH1295.Superseded values are not recommended for survey control.
 OH1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1295.See file dsdata.txt to determine how the superseded data were derived.
 OH1295
 OH1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4365241028(NAD 83)
 OH1295_MARKER: DS = TRIANGULATION STATION DISK
 OH1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OH1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1295+STABILITY: SURFACE MOTION
 OH1295
 OH1295  HISTORY     - Date     Condition        Report By
 OH1295  HISTORY     - 1978     MONUMENTED       NGS
 OH1295
 OH1295                          STATION DESCRIPTION
 OH1295
 OH1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH1295'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF
 OH1295'STAR, 6 MILES
 OH1295'NORTHWEST OF EAGLE AND ON STATE HIGHWAY RIGHT-OF-WAY.  IT IS
 OH1295'IN THE NORTHWEST 1/4 OF SECTION 4, R1W, T4N.
 OH1295'
 OH1295'TO REACH THE STATION FROM THE FIRE STATION IN STAR, GO EAST ON
 OH1295'STATE HIGHWAY 44 FOR 1.6 MILES TO THE JUNCTION OF STATE HIGHWAY
 OH1295'16, TURN LEFT AND GO NORTH ON STATE HIGHWAY 16 FOR 2.0 MILES TO
 OH1295'THE STATION ON THE RIGHT JUST BEFORE REACHING BEACON LIGHT ROAD.
 OH1295'TO REACH THE AZIMUTH MARK, CONTINUE STRAIGHT AHEAD ON STATE
 OH1295'HIGHWAY 16 FOR 0.4 MILE TO THE MARK ON THE RIGHT IN A FENCE LINE.
 OH1295'
 OH1295'THE STATION IS A STANDARD NGS DISK
 OH1295'STAMPED---BEACON 1978---,
 OH1295'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1295'FLUSH WITH GROUND.  IT IS LOCATED
 OH1295'11.2 METERS EAST FROM THE CENTER OF STATE HIGHWAY 16,
 OH1295'13.6 METERS SOUTH FROM THE CENTER OF BEACON LIGHT ROAD AND
 OH1295'18.1 METERS WEST FROM A WIRE FENCE.
 OH1295'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 OH1295'STAMPED---BEACON 1978---,
 OH1295'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE
 OH1295'SURFACE.
 OH1295'
 OH1295'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 OH1295'STAMPED---BEACON NO 1 1978---,
 OH1295'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1295'FLUSH WITH GROUND.  IT IS LOCATED
 OH1295'0.4 METERS WEST FROM OF A WIRE FENCE,
 OH1295'23.0 METERS EAST FROM THE CENTER OF STATE HIGHWAY 16 AND
 OH1295'28.0 METERS SOUTH FROM THE CENTER OF BEACON LIGHT ROAD.
 OH1295'MARK IS LEVEL WITH STATION.
 OH1295'
 OH1295'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 OH1295'STAMPED---BEACON NO 2 1978---,
 OH1295'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1295'FLUSH WITH GROUND.  IT IS LOCATED
 OH1295'9.7 METERS EAST FROM THE CENTER OF STATE HIGHWAY 16,
 OH1295'13.5 METERS WEST FROM THE WIRE FENCE AND
 OH1295'23.8 METERS SOUTH FROM THE CENTER OF BEACON LIGHT ROAD.
 OH1295'MARK IS LEVEL WITH STATION.
 OH1295'
 OH1295'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 OH1295'STAMPED---BEACON 1978---,
 OH1295'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1295'FLUSH WITH GROUND.  IT IS LOCATED
 OH1295'0.4 METERS NORTHEAST FROM A METAL WITNESS POST IN FENCE AND
 OH1295'27.7 METERS SOUTHEAST FROM THE CENTER OF STATE HIGHWAY 16.
 OH1295'
 OH1295'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0851 ***********************************************************************
 OY0851  DESIGNATION -  BEACON 15
 OY0851  PID         -  OY0851
 OY0851  STATE/COUNTY-  ID/BINGHAM
 OY0851  USGS QUAD   -  FORT HALL (1971)
 OY0851
 OY0851                         *CURRENT SURVEY CONTROL
 OY0851  ___________________________________________________________________
 OY0851* NAD 83(1992)-  43 06 06.45483(N)    112 24 39.32291(W)     ADJUSTED  
 OY0851* NAVD 88     -      1379.0    (meters)    4524.     (feet)  VERTCON   
 OY0851  ___________________________________________________________________
 OY0851  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 OY0851  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 OY0851
 OY0851  HORZ ORDER  -  THIRD
 OY0851
 OY0851.The horizontal coordinates were established by classical geodetic methods
 OY0851.and adjusted by the National Geodetic Survey in July 1992..
 OY0851
 OY0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0851
 OY0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0851
 OY0851.The geoid height was determined by GEOID03.
 OY0851
 OY0851;                    North         East     Units Scale Factor Converg.
 OY0851;SPC ID E     -   159,435.488   180,117.052   MT  0.99995223   -0 10 00.8
 OY0851;UTM  12      - 4,773,084.879   385,187.225   MT  0.99976216   -0 57 51.1
 OY0851
 OY0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0851!SPC ID E     -   0.99978576  x   0.99995223  =   0.99973800
 OY0851!UTM  12      -   0.99978576  x   0.99976216  =   0.99954797
 OY0851
 OY0851                          SUPERSEDED SURVEY CONTROL
 OY0851
 OY0851  NAD 83(1986)-  43 06 06.44922(N)    112 24 39.30748(W) AD(       ) 3
 OY0851  NAD 27      -  43 06 06.75400(N)    112 24 36.38900(W) AD(       ) 3
 OY0851  NGVD 29 (07/19/86) 1378.0    (m)         4521.     (f) VERT ANG       
 OY0851
 OY0851.Superseded values are not recommended for survey control.
 OY0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0851.See file dsdata.txt to determine how the superseded data were derived.
 OY0851
 OY0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8518773085(NAD 83)
 OY0851_MARKER: DD = SURVEY DISK
 OY0851_SETTING: 0 = UNSPECIFIED SETTING
 OY0851
 OY0851  HISTORY     - Date     Condition        Report By
 OY0851  HISTORY     - 1934     MONUMENTED       USGS
 OY0851  HISTORY     - 1959     GOOD             CGS
 OY0851
 OY0851                          STATION DESCRIPTION
 OY0851
 OY0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OY0851'A STANDARD TABLET OF THE U.S. GEOLOGICAL SURVEY CEMENTED IN
 OY0851'A DRILL HOLE IN THE CONCRETE BASE OF THE DISMANTLED AIRWAY
 OY0851'BEACON PREVIOUSLY NUMBERED 15.  THE MARK IS IN THE CENTER OF
 OY0851'THE CONCRETE SLAB.
 OY0851'
 OY0851'SITUATED ON A SANDY KNOLL ABOUT 0.1 MILE SOUTH AND 0.3 MILE
 OY0851'EAST FROM GIBSON SIDING SIGN POST ON THE UNION PACIFIC RAILROAD.
 OY0851'STAMPED BEACON 15 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1297 ***********************************************************************
 OH1297  DESIGNATION -  BEACON AZ MK
 OH1297  PID         -  OH1297
 OH1297  STATE/COUNTY-  ID/ADA
 OH1297  USGS QUAD   -  STAR (1976)
 OH1297
 OH1297                         *CURRENT SURVEY CONTROL
 OH1297  ___________________________________________________________________
 OH1297* NAD 83(1992)-  43 43 35.60758(N)    116 27 31.80140(W)     ADJUSTED  
 OH1297* NAVD 88     -       784.3    (meters)    2573.     (feet)  VERTCON   
 OH1297  ___________________________________________________________________
 OH1297  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 OH1297  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 OH1297
 OH1297  HORZ ORDER  -  SECOND
 OH1297
 OH1297.The horizontal coordinates were established by classical geodetic methods
 OH1297.and adjusted by the National Geodetic Survey in July 1992..
 OH1297
 OH1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1297
 OH1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1297
 OH1297.The geoid height was determined by GEOID03.
 OH1297
 OH1297;                    North         East     Units Scale Factor Converg.
 OH1297;SPC ID W     -   229,055.712   742,890.430   MT  0.99997344   -0 29 23.9
 OH1297;UTM  11      - 4,841,645.214   543,586.323   MT  0.99962337   +0 22 26.6
 OH1297
 OH1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1297!SPC ID W     -   0.99987972  x   0.99997344  =   0.99985316
 OH1297!UTM  11      -   0.99987972  x   0.99962337  =   0.99950313
 OH1297
 OH1297                          SUPERSEDED SURVEY CONTROL
 OH1297
 OH1297  NAD 83(1986)-  43 43 35.60794(N)    116 27 31.79932(W) AD(       ) 2
 OH1297  NAD 27      -  43 43 36.02231(N)    116 27 28.33377(W) AD(       ) 2
 OH1297  NGVD 29 (07/19/86)  783.4    (m)         2570.     (f) VERT ANG       
 OH1297
 OH1297.Superseded values are not recommended for survey control.
 OH1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1297.See file dsdata.txt to determine how the superseded data were derived.
 OH1297
 OH1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4358641645(NAD 83)
 OH1297_MARKER: DZ = AZIMUTH MARK DISK
 OH1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OH1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1297+STABILITY: SURFACE MOTION
 OH1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1297+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2000
 OH1297
 OH1297  HISTORY     - Date     Condition        Report By
 OH1297  HISTORY     - 1978     MONUMENTED       NGS
 OH1297  HISTORY     - 20000623 GOOD             ORBITE
 OH1297
 OH1297                          STATION DESCRIPTION
 OH1297
 OH1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH1297'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF STAR, 6.55
 OH1297'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF STAR, 6.5
 OH1297'MILES NORTHWEST OF EAGLE AND ON STATE HIGHWAY RIGHT-OF-WAY.  IT IS
 OH1297'IN THE SOUTHWEST 1/4 SECTION 34, R1W, T5N.
 OH1297'
 OH1297'TO REACH THE STATION FROM THE FIRE STATION IN STAR, GO EAST ON
 OH1297'STATE HIGHWAY 44 FOR 1.6 MILES TO THE JUNCTION OF STATE
 OH1297'HIGHWAY 16.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 16 FOR 2.0
 OH1297'MILES TO BEACON LIGHT ROAD AND TRIANGULATION STATION BEACON ON THE
 OH1297'RIGHT.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 16 FOR 0.4 MILE
 OH1297'TO THE STATION ON THE RIGHT IN A FENCE LINE.
 OH1297'
 OH1297'THE STATION IS A STANDARD NGS DISK
 OH1297'STAMPED---BEACON 1978---,
 OH1297'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1297'FLUSH WITH GROUND.  IT IS LOCATED
 OH1297'0.4 METERS NORTHEAST FROM A METAL WITNESS POST IN THE FENCELINE
 OH1297'27.7 METERS SOUTHEAST FROM THE CENTER OF STATE HIGHWAY 16.
 OH1297'
 OH1297'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO
 OH1297'REFERENCE MARKS ESTABLISHED.
 OH1297'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 OH1297
 OH1297                          STATION RECOVERY (2000)
 OH1297
 OH1297'RECOVERY NOTE BY ORBITECH INC 2000 (SHG)
 OH1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1296 ***********************************************************************
 OH1296  DESIGNATION -  BEACON AZ MK TPT
 OH1296  PID         -  OH1296
 OH1296  STATE/COUNTY-  ID/ADA
 OH1296  USGS QUAD   -  STAR (1976)
 OH1296
 OH1296                         *CURRENT SURVEY CONTROL
 OH1296  ___________________________________________________________________
 OH1296* NAD 83(1992)-  43 43 35.35115(N)    116 27 31.76582(W)     ADJUSTED  
 OH1296* NAVD 88     -       784.2    (meters)    2573.     (feet)  VERTCON   
 OH1296  ___________________________________________________________________
 OH1296  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 OH1296  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 OH1296
 OH1296  HORZ ORDER  -  SECOND
 OH1296
 OH1296.The horizontal coordinates were established by classical geodetic methods
 OH1296.and adjusted by the National Geodetic Survey in July 1992..
 OH1296
 OH1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1296
 OH1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1296
 OH1296.The geoid height was determined by GEOID03.
 OH1296
 OH1296;                    North         East     Units Scale Factor Converg.
 OH1296;SPC ID W     -   229,047.792   742,891.159   MT  0.99997343   -0 29 23.9
 OH1296;UTM  11      - 4,841,637.308   543,587.171   MT  0.99962337   +0 22 26.7
 OH1296
 OH1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1296!SPC ID W     -   0.99987973  x   0.99997343  =   0.99985317
 OH1296!UTM  11      -   0.99987973  x   0.99962337  =   0.99950315
 OH1296
 OH1296                          SUPERSEDED SURVEY CONTROL
 OH1296
 OH1296  NAD 83(1986)-  43 43 35.35150(N)    116 27 31.76374(W) AD(       ) 2
 OH1296  NAD 27      -  43 43 35.76588(N)    116 27 28.29820(W) AD(       ) 2
 OH1296  NGVD 29 (07/19/86)  783.3    (m)         2570.     (f) VERT ANG       
 OH1296
 OH1296.Superseded values are not recommended for survey control.
 OH1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1296.See file dsdata.txt to determine how the superseded data were derived.
 OH1296
 OH1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4358741637(NAD 83)
 OH1296_MARKER: DD = SURVEY DISK
 OH1296_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1296_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OH1296
 OH1296  HISTORY     - Date     Condition        Report By
 OH1296  HISTORY     - 1978     MONUMENTED       NGS
 OH1296
 OH1296                          STATION DESCRIPTION
 OH1296
 OH1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (DCM)
 OH1296'THE STATION IS 1.5 FEET SOUTH OF A STEEL FENCE POST.
 OH1296'
 OH1296'THE STATION MARK IS AN ALUMINUM DISK ON AN ALUMINUM PIPE
 OH1296'PROJECTING 0.5 FOOT ABOVE THE GROUND AND IS STAMPED---ADA COUNTY
 OH1296'ENGINEERS OFFICE SURVEY MONUMENT LS 737---ON THE RIM WITH---T5N
 OH1296'R2E S29-S28-S32-S33 1979---IN THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1857 ***********************************************************************
 RZ1857  DESIGNATION -  BEALS
 RZ1857  PID         -  RZ1857
 RZ1857  STATE/COUNTY-  ID/LATAH
 RZ1857  USGS QUAD   -  SAND MOUNTAIN (1994)
 RZ1857
 RZ1857                         *CURRENT SURVEY CONTROL
 RZ1857  ___________________________________________________________________
 RZ1857* NAD 83(1992)-  46 56 36.54503(N)    116 30 22.83336(W)     ADJUSTED  
 RZ1857* NAVD 88     -      1504.5    (meters)    4936.     (feet)  VERTCON   
 RZ1857  ___________________________________________________________________
 RZ1857  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 RZ1857  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 RZ1857
 RZ1857  HORZ ORDER  -  THIRD
 RZ1857
 RZ1857.The horizontal coordinates were established by classical geodetic methods
 RZ1857.and adjusted by the National Geodetic Survey in July 1992..
 RZ1857
 RZ1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1857
 RZ1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1857
 RZ1857.The geoid height was determined by GEOID03.
 RZ1857
 RZ1857;                    North         East     Units Scale Factor Converg.
 RZ1857;SPC ID W     -   586,589.276   742,418.930   MT  0.99997407   -0 33 09.6
 RZ1857;UTM  11      - 5,199,002.067   537,570.113   MT  0.99961735   +0 21 38.6
 RZ1857
 RZ1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1857!SPC ID W     -   0.99976696  x   0.99997407  =   0.99974104
 RZ1857!UTM  11      -   0.99976696  x   0.99961735  =   0.99938440
 RZ1857
 RZ1857:                Primary Azimuth Mark                     Grid Az
 RZ1857:SPC ID W     -  GRAND                                    356 10 17.8
 RZ1857:UTM  11      -  GRAND                                    355 15 29.6
 RZ1857
 RZ1857|---------------------------------------------------------------------|
 RZ1857| PID    Reference Object                     Distance      Geod. Az  |
 RZ1857|                                                           dddmmss.s |
 RZ1857| SV1523 GRAND                               APPROX. 6.8 KM 3553708.2 |
 RZ1857|---------------------------------------------------------------------|
 RZ1857
 RZ1857                          SUPERSEDED SURVEY CONTROL
 RZ1857
 RZ1857  NAD 83(1986)-  46 56 36.54937(N)    116 30 22.82747(W) AD(       ) 3
 RZ1857  NAD 27      -  46 56 36.93186(N)    116 30 19.25294(W) AD(       ) 3
 RZ1857  NGVD 29 (07/19/86) 1503.3    (m)         4932.     (f) VERT ANG       
 RZ1857
 RZ1857.Superseded values are not recommended for survey control.
 RZ1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1857.See file dsdata.txt to determine how the superseded data were derived.
 RZ1857
 RZ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM3757099002(NAD 83)
 RZ1857_MARKER: DD = SURVEY DISK
 RZ1857_SETTING: 80 = SET IN A BOULDER
 RZ1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1857+STABILITY: SURFACE MOTION
 RZ1857
 RZ1857  HISTORY     - Date     Condition        Report By
 RZ1857  HISTORY     - 1959     MONUMENTED       USGS
 RZ1857
 RZ1857                          STATION DESCRIPTION
 RZ1857
 RZ1857'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 RZ1857'LOCATED ABOUT 12.8 MI. SW. OF CLARKIA, ABOUT 8.0 MI. NW. OF BOVILL,
 RZ1857'ABOUT 10.2 MI. ENE. OF HARVARD, ON EASTERN END OF THE MAIN RIDGE
 RZ1857'COMPRISING BEALS BUTTE AND LOWER THAN THE HIGHEST POINT OF THE
 RZ1857'MOUNTAIN.
 RZ1857'
 RZ1857'TO REACH FROM BOVILL POST OFFICE, DRIVE ONE BLOCK TO HIGHWAY 43, TURN
 RZ1857'RIGHT ON STATE HIGHWAY 43 AND CONTINUE 3.8 MI. TO RAILROAD CROSSING
 RZ1857'AND RD. FORK JUST BEYOND, TAKE LEFT FORK AND CONTINUE 0.9 MI. TO T-RD.
 RZ1857'N., CONTINUE STRAIGHT AHEAD FOR 2.1 MI. TO T-RD. S., CONTINUE STRAIGHT
 RZ1857'AHEAD FOR 3.5 MI. TO A RD. FORK, TAKE LEFT FORK AND CONTINUE 2.3 MI.
 RZ1857'TO TOP AND STATION.  (NOTE--A 1/4 TON JEEP SHOULD BE USED THE LAST
 RZ1857'2.3 MI. DUE TO A NARROW SPOT IN THE RD.)
 RZ1857'
 RZ1857'STATION MARK--STANDARD TABLET STAMPED---BEALS 1959---, CEMENTED IN
 RZ1857'BOULDER IN PLACE UNDER CENTER OF CABIN ON TOP OF LOOKOUT TOWER.  THE
 RZ1857'TOWER LEANS SLIGHTLY AND THE CENTER OF THE CABIN AND THE CENTER OF THE
 RZ1857'LEGS ARE NOT A COMMON POINT.
 RZ1857'
 RZ1857'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 RZ1857'1959---, SET IN SW. CORNER FOOTING, 15.27 FT. FROM STATION MARK,
 RZ1857'S 06 DEG 28 MIN W.
 RZ1857'
 RZ1857'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 RZ1857'1959---, SET IN SE. CORNER FOOTING, 14.35 FT. FROM STATION MARK,
 RZ1857'S 78 DEG 10 MIN E.
 RZ1857'
 RZ1857'PEAK OF L.O.T. IS 83.0 FT. ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0813 ***********************************************************************
 QA0813  DESIGNATION -  BEAR
 QA0813  PID         -  QA0813
 QA0813  STATE/COUNTY-  ID/VALLEY
 QA0813  USGS QUAD   -  BEAR VALLEY MTN (1972)
 QA0813
 QA0813                         *CURRENT SURVEY CONTROL
 QA0813  ___________________________________________________________________
 QA0813* NAD 83(1992)-  44 27 28.56762(N)    115 22 53.30706(W)     ADJUSTED  
 QA0813* NAVD 88     -      2528.4    (meters)    8295.     (feet)  VERTCON   
 QA0813  ___________________________________________________________________
 QA0813  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 QA0813  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 QA0813
 QA0813  HORZ ORDER  -  SECOND
 QA0813
 QA0813.The horizontal coordinates were established by classical geodetic methods
 QA0813.and adjusted by the National Geodetic Survey in July 1992..
 QA0813
 QA0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0813
 QA0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0813
 QA0813.The geoid height was determined by GEOID03.
 QA0813
 QA0813;                    North         East     Units Scale Factor Converg.
 QA0813;SPC ID W     -   310,138.508   829,327.811   MT  0.99994391   +0 15 29.2
 QA0813;UTM  11      - 4,924,010.713   628,761.991   MT  0.99980389   +1 08 01.5
 QA0813
 QA0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0813!SPC ID W     -   0.99960588  x   0.99994391  =   0.99954981
 QA0813!UTM  11      -   0.99960588  x   0.99980389  =   0.99940985
 QA0813
 QA0813|---------------------------------------------------------------------|
 QA0813| PID    Reference Object                     Distance      Geod. Az  |
 QA0813|                                                           dddmmss.s |
 QA0813| QA0814 B V MTN RM 2                          5.005 METERS 10324     |
 QA0813| QA0810 VALLEY                              APPROX. 4.7 KM 1982724.1 |
 QA0813| CD4237 BEAR RM 1                             5.216 METERS 27641     |
 QA0813| QA0811 BEAR VALLEY MTN LOT                   4.362 METERS 31219     |
 QA0813| QA0812 B V MTN RM 1                          8.746 METERS 34922     |
 QA0813|---------------------------------------------------------------------|
 QA0813
 QA0813                          SUPERSEDED SURVEY CONTROL
 QA0813
 QA0813  NAD 83(1986)-  44 27 28.56777(N)    115 22 53.30287(W) AD(       ) 2
 QA0813  NAD 27      -  44 27 28.92423(N)    115 22 49.91142(W) AD(       ) 2
 QA0813  NGVD 29 (07/19/86) 2527.1    (m)         8291.     (f) VERT ANG       
 QA0813
 QA0813.Superseded values are not recommended for survey control.
 QA0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0813.See file dsdata.txt to determine how the superseded data were derived.
 QA0813
 QA0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK2876224011(NAD 83)
 QA0813_MARKER: DS = TRIANGULATION STATION DISK
 QA0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0813+STABILITY: SURFACE MOTION
 QA0813
 QA0813  HISTORY     - Date     Condition        Report By
 QA0813  HISTORY     - 1959     MONUMENTED       CGS
 QA0813  HISTORY     - 1972     GOOD             USGS
 QA0813
 QA0813                          STATION DESCRIPTION
 QA0813
 QA0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0813'STATION IS LOCATED, AIRLINE, ABOUT 24-1/2 MILES NORTH NORTHEAST
 QA0813'OF LOWMAN, 24 MILES NORTHWEST OF STANLEY, 3 MILES NORTH OF THE
 QA0813'ELK CREEK FOREST SERVICE RANGER STATION AND ON TOP OF A
 QA0813'PROMINENT, WOODED MOUNTAIN LOCALLY KNOWN AS BEAR VALLEY MOUNTAIN.
 QA0813'THE STATION IS SOUTHEAST OF THE LOOKOUT TOWER.
 QA0813'
 QA0813'STATION IS REACHED AS FOLLOWS--FROM THE MAIN CROSS ROAD IN
 QA0813'LOWMAN, GO NORTH ON THE ROAD TO BEAR VALLEY AND STANLEY,
 QA0813'WEST OF THE BRIDGE, FOR 32.0 MILES TO A FORK AND SIGN STANLEY
 QA0813'37, ELK CREEK R.S. 3.  TAKE THE LEFT FORK AND GO 0.65 MILE TO A
 QA0813'FORK AND SIGN LOWMAN 33.  CONTINUE STRAIGHT AHEAD FOR 2.2
 QA0813'MILES TO A SIDE ROAD ON THE RIGHT AT THE SOUTHEAST CORNER OF
 QA0813'THE FENCE AROUND THE GUARD STATION.  TURN RIGHT AND FOLLOW THE
 QA0813'ROAD UP THE MOUNTAIN FOR 4.8 MILES TO THE LOOKOUT TOWER AND
 QA0813'THE STATION.
 QA0813'
 QA0813'STATION MARK, STAMPED BEAR 1959, IS A STANDARD DISK SET IN TOP
 QA0813'OF A 12 INCH, IN DIAMETER, ROUND CONCRETE POST THAT PROJECTS
 QA0813'4 INCHES.  IT IS 4 FEET SOUTHEAST OF THE SOUTHEAST LEG OF
 QA0813'THE TOWER WHICH IS A 2 FOOT SQUARE CONCRETE BLOCK.
 QA0813'
 QA0813'REFERENCE MARK NUMBER 1, STAMPED BEAR NO 1 1959, IS A STANDARD
 QA0813'DISK SET IN A DRILL HOLE IN THE SOUTHWEST CONCRETE ANCHOR OF
 QA0813'THE LOOKOUT TOWER.  IT IS ABOUT 18 INCHES HIGHER THAN THE
 QA0813'STATION.
 QA0813'
 QA0813'USGS R.M. 1, STAMPED B.V. MTN. 1952 NO. 1, IS A USGS REFERENCE
 QA0813'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 2 BY 4
 QA0813'FEET, PROJECTING 6 INCHES AND IS ABOUT 1 FOOT HIGHER THAN
 QA0813'THE STATION.
 QA0813'
 QA0813'USGS R.M. 2, STAMPED B.V. MTN. 1952 NO. 2, IS A USGS REFERENCE
 QA0813'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 4 FEET
 QA0813'IN DIAMETER, PROJECTING 1 FOOT AND IS ABOUT 14 INCHES HIGHER
 QA0813'THAN THE STATION.  IT IS 18 FEET SOUTHWEST OF THE CENTER OF THE
 QA0813'TOWER.
 QA0813'
 QA0813'AZIMUTH MARK, STATION VALLEY WILL SERVE.  SEE DESCRIPTION
 QA0813'FOR VALLEY.
 QA0813'
 QA0813'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 QA0813
 QA0813                          STATION RECOVERY (1972)
 QA0813
 QA0813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0813'RECOVERED BY USGS IN 1972.
 QA0813'
 QA0813'STATION MARK--A STANDARD DISK STAMPED---BEAR 1959---, SET IN TOP OF
 QA0813'A 12 IN., IN DIAMETER, ROUND CONCRETE POST THAT PROJECTS 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0659 ***********************************************************************
 QZ0659  DESIGNATION -  BEAR
 QZ0659  PID         -  QZ0659
 QZ0659  STATE/COUNTY-  ID/IDAHO
 QZ0659  USGS QUAD   -  SHEEP HILL (1995)
 QZ0659
 QZ0659                         *CURRENT SURVEY CONTROL
 QZ0659  ___________________________________________________________________
 QZ0659* NAD 83(1992)-  45 33 06.14007(N)    115 02 44.10048(W)     ADJUSTED  
 QZ0659* NAVD 88     -      2431.7    (meters)    7978.     (feet)  VERTCON   
 QZ0659  ___________________________________________________________________
 QZ0659  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 QZ0659  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 QZ0659
 QZ0659  HORZ ORDER  -  SECOND
 QZ0659
 QZ0659.The horizontal coordinates were established by classical geodetic methods
 QZ0659.and adjusted by the National Geodetic Survey in July 1992..
 QZ0659
 QZ0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0659
 QZ0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0659
 QZ0659.The geoid height was determined by GEOID03.
 QZ0659
 QZ0659;                    North         East     Units Scale Factor Converg.
 QZ0659;SPC ID W     -   431,858.441   855,001.726   MT  0.99997051   +0 30 10.4
 QZ0659;UTM  11      - 5,046,098.644   652,551.963   MT  0.99988613   +1 23 43.8
 QZ0659
 QZ0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0659!SPC ID W     -   0.99962120  x   0.99997051  =   0.99959172
 QZ0659!UTM  11      -   0.99962120  x   0.99988613  =   0.99950737
 QZ0659
 QZ0659|---------------------------------------------------------------------|
 QZ0659| PID    Reference Object                     Distance      Geod. Az  |
 QZ0659|                                                           dddmmss.s |
 QZ0659| QZ0658 BEAR CREEK POINT LOT                  2.356 METERS 00401     |
 QZ0659| CH6380 BEAR RM 1                            12.345 METERS 21146     |
 QZ0659| QZ0674 ROCKY POINT LOOKOUT HOUSE           APPROX. 8.8 KM 2284146.0 |
 QZ0659| CH6381 BEAR RM 2                            21.244 METERS 28205     |
 QZ0659| QZ0656 SHEEP HILL                          APPROX. 5.2 KM 3203906.3 |
 QZ0659|---------------------------------------------------------------------|
 QZ0659
 QZ0659                          SUPERSEDED SURVEY CONTROL
 QZ0659
 QZ0659  NAD 83(1986)-  45 33 06.14244(N)    115 02 44.09408(W) AD(       ) 2
 QZ0659  NAD 27      -  45 33 06.45346(N)    115 02 40.69957(W) AD(       ) 2
 QZ0659  NGVD 29 (07/19/86) 2430.2    (m)         7973.     (f) VERT ANG       
 QZ0659
 QZ0659.Superseded values are not recommended for survey control.
 QZ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0659.See file dsdata.txt to determine how the superseded data were derived.
 QZ0659
 QZ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL5255246099(NAD 83)
 QZ0659_MARKER: Z = SEE DESCRIPTION
 QZ0659_SETTING: 0 = UNSPECIFIED SETTING
 QZ0659
 QZ0659  HISTORY     - Date     Condition        Report By
 QZ0659  HISTORY     - 1945     MONUMENTED       CGS
 QZ0659  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QZ0659
 QZ0659                          STATION DESCRIPTION
 QZ0659
 QZ0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0659'THE STATION IS LOCATED IN THE NEZPERCE NATIONAL FOREST, AT
 QZ0659'THE BEAR CREEK PT. LOOKOUT TOWER AND CABIN.  IT IS ABOUT 18
 QZ0659'MILES AIRLINE SE OF THE RED RIVER RANGER STATION, ABOUT 11
 QZ0659'MILES AIRLINE SW OF THE SALMON MOUNTAIN LOOKOUT, AND ABOUT
 QZ0659'2-1/2 MILES AIRLINE N OF THE SALMON RIVER AT ITS NEAREST POINT,
 QZ0659'AND IS ON A BARE POINT OF A LONG TIMBERED RIDGE WHICH FORMS
 QZ0659'THE W BOUNDARY OF SABE CREEK.  THE DISK IS IN ROCK OUTCROP
 QZ0659'FLUSH WITH THE GROUND.  6 FEET SW OF THE SE LEG OF THE LOOKOUT
 QZ0659'TOWER, 4-1/2 FEET SE OF THE SW LEG OF THE TOWER, 66 FEET N BY
 QZ0659'E OF THE NE CORNER OF THE CABIN, AND 70 FEET NNE OF THE NW
 QZ0659'CORNER OF THE CABIN.
 QZ0659'
 QZ0659'STATION MARK IS A BRONZE STATION DISK AND IS STAMPED BEAR
 QZ0659'1945.
 QZ0659'
 QZ0659'REFERENCE MARK 1 IS SSW OF THE STATION, IN A 3- BY 8-FOOT
 QZ0659'BOULDER PROJECTING ABOUT 1 FOOT, 31 FEET NNW OF THE NE CORNER
 QZ0659'OF THE CABIN, AND 30 FEET NNE OF THE NW CORNER OF THE CABIN.  IT
 QZ0659'IS A BRONZE REFERENCE DISK AND IS STAMPED BEAR NO 1 1945.
 QZ0659'
 QZ0659'REFERENCE MARK 2 IS W OF THE STATION, IN A 4- BY 4-FOOT BOULDER
 QZ0659'PROJECTING ABOUT 1 FOOT, 66-1/2 FEET W OF THE SW LEG OF THE
 QZ0659'LOOKOUT TOWER, AND 87 FEET NW OF THE NW CORNER OF THE CABIN.
 QZ0659'IT IS A BRONZE REFERENCE DISK AND IS STAMPED BEAR NO 2 1945.
 QZ0659'
 QZ0659'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION
 QZ0659'SHEEP HILL.  IT IS A BRONZE STATION DISK SET IN A DRILL HOLE.
 QZ0659'
 QZ0659'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE 15-FOOT
 QZ0659'WOODEN BEAR CREEK PT. LOOKOUT TOWER.
 QZ0659'
 QZ0659'TO REACH THE STATION FROM THE BASE CAMP ON THE DARBY-GRANGEVILLE
 QZ0659'ROAD BELOW SALMON MOUNTAIN, GO W AND N ALONG ROAD FOR 14 MILES
 QZ0659'TO TOP OF RIDGE, ABOUT 1-3/4 MILES S OF BURNT KNOB LOOKOUT.
 QZ0659'THERE IS A CAMP GROUND AND A TRACK ROAD LEADING OFF TO THE
 QZ0659'LEFT AT THIS POINT.  HERE TURN LEFT OFF MAIN ROAD, FOLLOWING
 QZ0659'TRACK ROAD A SHORT WAY, AND THEN CONTINUE S ON TRAIL ALONG RIDGE
 QZ0659'FOR ABOUT 3 MILES TO A ROCKY SADDLE JUST BEFORE TRAIL GOES
 QZ0659'UP TO SPREAD CREEK.  THERE IS A SIGN SPREAD LAKE ON THE W
 QZ0659'SIDE OF THE TRAIL AND THE LAKE CAN BE SEEN BELOW TO THE E.
 QZ0659'FROM HERE CONTINUE AHEAD ON VERY ROCKY TRAIL S FOR ABOUT 4
 QZ0659'MILES TO WHERE TRAIL STARTS UP TO A LOW SADDLE AFTER IT
 QZ0659'COMES DOWN W SIDE OF RIDGE BY TWO LAKES.  FROM HERE
 QZ0659'CONTINUE ON TRAIL TO TOP OF SADDLE, HERE TRAIL IS NOT
 QZ0659'VISIBLE FOR A SHORT WAY BUT CONTINUE AHEAD AND PICK IT UP.
 QZ0659'(THE TRAIL TO SHEEP HILL LOOKOUT CAN BE SEEN TO THE RIGHT
 QZ0659'IN THE LOWEST PART OF THE SADDLE.) AFTER PICKING UP
 QZ0659'TRAIL, TURN LEFT AND FOLLOW IT SE AND S ALONG SIDE OF RIDGE TO
 QZ0659'FIRST PROMINENT FORKS.  TAKE RIGHT FORK AND CONTINUE TO
 QZ0659'TRIANGULAR-BLAZED TREE AND SIGN RATTLESNAKE TRAIL SALMON RIVER
 QZ0659'8 MILES.  HERE KEEP STRAIGHT AHEAD ON MAIN TRAIL FOR ABOUT
 QZ0659'1/2 HOUR TO LOOKOUT TOWER, CABIN, AND STATION AS DESCRIBED.
 QZ0659'TOTAL DISTANCE FROM MAIN ROAD TO STATION IS ABOUT 12 MILES
 QZ0659'AND TAKES ABOUT 7 HOURS BY PACK STRING.  CAMPSITES AT
 QZ0659'SPREAD LAKE SIGN AND SADDLE WHERE TRAIL LEADS TO SHEEP
 QZ0659'HILL LOOKOUT.
 QZ0659
 QZ0659                          STATION RECOVERY (1946)
 QZ0659
 QZ0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0659'RECOVERED AS DESCRIBED AND FOUND ALL MARKS IN GOOD CONDITION.
 QZ0659'THE 1945 DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE
 QZ0659'NOT CHECKED, THE STATION BEING OCCUPIED TO OBTAIN PHOTO POINTS
 QZ0659'FOR PHOTOGRAPHIC CONTROL.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 QZ0659'BUT SOMEWHAT UNWIELDY.  IT HAS BEEN REVISED AND CONDENSED AND
 QZ0659'A NEW TO REACH HAS BEEN ADDED.
 QZ0659'
 QZ0659'STATION IS IN THE NEZPERCE NATIONAL FOREST AT BEAR POINT
 QZ0659'LOOKOUT TOWER AND CABIN.  IT IS ABOUT 18 MILES, AIRLINE, SE
 QZ0659'OF THE RED RIVER RANGER STATION, ABOUT 11 MILES, AIRLINE, SW
 QZ0659'OF SALMON MOUNTAIN LOOKOUT, AND ABOUT 2-1/2 MILES, AIRLINE,
 QZ0659'N OF THE SALMON RIVER, ON A BARE POINT OF A LONG TIMBERED
 QZ0659'RIDGE WHICH FORMS THE W DRAINAGE SLOPE OF SABE CREEK.
 QZ0659'
 QZ0659'STATION MARK IS A BRONZE STATION DISK, STAMPED BEAR 1945 AND
 QZ0659'SET IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE SURFACE.
 QZ0659'IT IS 6 FEET SW OF THE SE LEG OF THE LOOKOUT TOWER, 4-1/2
 QZ0659'FEET SE OF THE SW LEG OF THE LOOKOUT TOWER, AND 66 FEET N BY
 QZ0659'E OF THE NE CORNER OF THE LOOKOUT CABIN.
 QZ0659'
 QZ0659'REFERENCE MARK 1 IS SSW OF THE STATION IN A 3- BY 4-FOOT
 QZ0659'BOULDER PROJECTING ABOUT 1 FOOT.  IT IS 31 FEET NNW OF THE NE
 QZ0659'CORNER OF THE LOOKOUT CABIN.  IT IS A BRONZE REFERENCE DISK,
 QZ0659'STAMPED BEAR NO 1 1945.
 QZ0659'
 QZ0659'REFERENCE MARK 2 IS W OF THE STATION IN A 4- BY 4-FOOT BOULDER
 QZ0659'PROJECTING ABOUT 1 FOOT.  IT IS 66-1/2 FEET W OF THE SW LEG
 QZ0659'OF THE LOOKOUT TOWER AND 87 FEET NW OF THE NW CORNER OF THE
 QZ0659'LOOKOUT CABIN.  IT IS A BRONZE REFERENCE DISK, STAMPED BEAR NO
 QZ0659'2 1945.
 QZ0659'
 QZ0659'TRIANGULATION STATION SHEEP HILL WILL SERVE AS THE AZIMUTH
 QZ0659'MARK FOR THIS STATION.
 QZ0659'
 QZ0659'TO REACH FROM ELK CITY, GO E ON THE DARBY ROAD FOR 13.3 MILES
 QZ0659'TO THE RED RIVER RANGER STATION, CONTINUE E ON THE DARBY
 QZ0659'ROAD FOR 0.9 MILE TO A FORK AND SIGN DARBY 113, GREEN MTN.,
 QZ0659'ETC., KEEP LEFT FORK ON THE DARBY ROAD FOR 18.7 MILES TO A
 QZ0659'FORK AND SIGN GREEN MTN, ETC., KEEP RIGHT FORK AND CONTINUE
 QZ0659'FOR 12.6 MILES TO SUMMIT OF HILL AND TRACK ROAD TO THE RIGHT.
 QZ0659'THERE IS A CAMP GROUND AND SIGN TO THE RIGHT OF THE ROAD AT
 QZ0659'THIS POINT WHICH IS 1.7 MILES E OF ROAD AND SIGN TO BURNT KNOB
 QZ0659'LOOKOUT.  TURN RIGHT ONTO TRACK ROAD AND CONTINUE FOR ABOUT
 QZ0659'1/4 MILE TO THE END OF THE ROAD.  FROM THIS POINT CONTINUE
 QZ0659'ON TRAIL S, KEEPING TO THE MAIN TRAVELED TRAIL ALONG CREST
 QZ0659'OF LONG ROCKY RIDGE FOR ABOUT 6-1/2 MILES TO TRAIL FORK
 QZ0659'IN A SADDLE JUST AFTER PASSING LAKE TO THE RIGHT.  TAKE THE
 QZ0659'LEFT FORK OF THE TRAIL AND FOLLOW IT SE AND S ALONG THE
 QZ0659'SIDE OF THE RIDGE TO THE FIRST PROMINENT FORKS, TAKE RIGHT
 QZ0659'FORK AND CONTINUE TO TRIANGULAR-BLAZED TREE AND SIGN
 QZ0659'RATTLESNAKE TRAIL, SALMON RIVER 8 MILES.  HERE KEEP
 QZ0659'STRAIGHT AHEAD ON MAIN TRAIL FOR ABOUT 1/2 HOUR TO
 QZ0659'LOOKOUT TOWER, CABIN, AND STATION AS DESCRIBED.  TOTAL DISTANCE
 QZ0659'FROM MAIN ROAD TO STATION IS ABOUT 12 MILES OR A 7-HOUR
 QZ0659'HORSE PACK.  CAMPSITE AND WATER AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1429 ***********************************************************************
 SV1429  DESIGNATION -  BEAR
 SV1429  PID         -  SV1429
 SV1429  STATE/COUNTY-  ID/SHOSHONE
 SV1429  USGS QUAD   -  KELLOGG WEST (1996)
 SV1429
 SV1429                         *CURRENT SURVEY CONTROL
 SV1429  ___________________________________________________________________
 SV1429* NAD 83(1992)-  47 33 26.58692(N)    116 12 36.65368(W)     ADJUSTED  
 SV1429* NAVD 88     -      1005.1    (meters)    3298.     (feet)  VERTCON   
 SV1429  ___________________________________________________________________
 SV1429  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 SV1429  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 SV1429
 SV1429  HORZ ORDER  -  THIRD
 SV1429
 SV1429.The horizontal coordinates were established by classical geodetic methods
 SV1429.and adjusted by the National Geodetic Survey in July 1992..
 SV1429
 SV1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1429
 SV1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1429
 SV1429.The geoid height was determined by GEOID03.
 SV1429
 SV1429;                    North         East     Units Scale Factor Converg.
 SV1429;SPC ID W     -   654,660.487   765,368.418   MT  0.99994807   -0 20 22.5
 SV1429;UTM  11      - 5,267,409.572   559,418.922   MT  0.99964339   +0 34 58.3
 SV1429
 SV1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1429!SPC ID W     -   0.99984512  x   0.99994807  =   0.99979320
 SV1429!UTM  11      -   0.99984512  x   0.99964339  =   0.99948856
 SV1429
 SV1429:                Primary Azimuth Mark                     Grid Az
 SV1429:SPC ID W     -  PINE RESET                               219 29 01.1
 SV1429:UTM  11      -  PINE RESET                               218 33 40.3
 SV1429
 SV1429|---------------------------------------------------------------------|
 SV1429| PID    Reference Object                     Distance      Geod. Az  |
 SV1429|                                                           dddmmss.s |
 SV1429| SV1434 PINE RESET                          APPROX. 1.6 KM 2190838.6 |
 SV1429| CH6385 BEAR RM 1                             7.822 METERS 26635     |
 SV1429| CH6386 BEAR RM 2                             6.121 METERS 35041     |
 SV1429|---------------------------------------------------------------------|
 SV1429
 SV1429                          SUPERSEDED SURVEY CONTROL
 SV1429
 SV1429  NAD 83(1986)-  47 33 26.59054(N)    116 12 36.64534(W) AD(       ) 3
 SV1429  NAD 27      -  47 33 26.87357(N)    116 12 33.04054(W) AD(       ) 3
 SV1429  NGVD 29 (07/19/86) 1004.0    (m)         3294.     (f) VERT ANG       
 SV1429
 SV1429.Superseded values are not recommended for survey control.
 SV1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1429.See file dsdata.txt to determine how the superseded data were derived.
 SV1429
 SV1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5941967410(NAD 83)
 SV1429_MARKER: DD = SURVEY DISK
 SV1429_SETTING: 0 = UNSPECIFIED SETTING
 SV1429
 SV1429  HISTORY     - Date     Condition        Report By
 SV1429  HISTORY     - 1937     MONUMENTED       USGS
 SV1429  HISTORY     - 1958     GOOD             CGS
 SV1429
 SV1429                          STATION DESCRIPTION
 SV1429
 SV1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1429'THE STATION IS ABOUT 2 MILES EAST OF THE ENAVILLE STORE AND
 SV1429'POST OFFICE, 2 MILES NORTHWEST OF SMELTERVILLE ON THE SUMMIT
 SV1429'OF A ROUNDED BUTTE WHICH IS THE HIGHEST OF THREE BUTTES
 SV1429'FORMING THE SUMMIT OF A EAST-WEST RIDGE THAT LIES BETWEEN BEAR
 SV1429'CREEK AND THE COUR D ALENE RIVER.
 SV1429'
 SV1429'TO REACH FROM THE ENAVILLE STORE AND POST OFFICE TAKE MAIN
 SV1429'ROAD NORTH ABOUT 50 YARDS TO WHERE A GRADED ROAD LEADS RIGHT.
 SV1429'TURN RIGHT AND FOLLOW ALONG GRADED ROAD, EASTERLY, FOREST SERVICE
 SV1429'ROAD NO. 482, FOR 1.1 MILES TO A SAWMILL ON THE RIGHT.  TURN
 SV1429'RIGHT THROUGH SAWMILL PASSING BETWEEN SAWDUST BURNER AND
 SV1429'BUILDINGS ON THE RIGHT FOR 0.1 MILE TO THE BASE OF TIMBERED RIDGE
 SV1429'AND BLADED ROAD.  TAKE BLADED ROAD, SOUTHERLY, UP STEEP
 SV1429'HILL FOR 0.5 MILE TO CREST OF RIDGE AND FORKS.  TAKE LEFT
 SV1429'FORK DIM TRACK ROAD, EASTERLY, ALONG CREST OF RIDGE TO
 SV1429'THE SUMMIT OF THE THIRD BUTTE AND STATION, A DISTANCE OF
 SV1429'1.1 MILE.
 SV1429'
 SV1429'THE STATION MARK IS A USGS BENCH MARK, STAMPED BEAR 1937 VABM
 SV1429'3295, AND IS SET IN A MASS OF CONCRETE PROJECTING ABOUT 1 INCH.
 SV1429'
 SV1429'REFERENCE MARK NO. 1, STAMPED BEAR USGS NO 1 1958, IS A
 SV1429'STANDARD DISK SET IN THE TOP OF A 6 INCH PIPE FILLED WITH
 SV1429'CONCRETE AND PROJECTING ABOUT 8 INCHES.
 SV1429'
 SV1429'REFERENCE MARK NO. 2, STAMPED BEAR USGS NO 2 1958, IS A
 SV1429'STANDARD DISK SET IN THE TOP OF A 6 INCH PIPE FILLED WITH
 SV1429'CONCRETE AND PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0958 ***********************************************************************
 OY0958  DESIGNATION -  BEAR
 OY0958  PID         -  OY0958
 OY0958  STATE/COUNTY-  ID/BLAINE
 OY0958  USGS QUAD   -  MULE BUTTE (1972)
 OY0958
 OY0958                         *CURRENT SURVEY CONTROL
 OY0958  ___________________________________________________________________
 OY0958* NAD 83(1992)-  43 04 30.65339(N)    113 21 32.73503(W)     ADJUSTED  
 OY0958* NAVD 88     -      1531.0    (meters)    5023.     (feet)  VERTCON   
 OY0958  ___________________________________________________________________
 OY0958  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 OY0958  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 OY0958
 OY0958  HORZ ORDER  -  SECOND
 OY0958
 OY0958.The horizontal coordinates were established by classical geodetic methods
 OY0958.and adjusted by the National Geodetic Survey in July 1992..
 OY0958
 OY0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0958
 OY0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0958
 OY0958.The geoid height was determined by GEOID03.
 OY0958
 OY0958;                    North         East     Units Scale Factor Converg.
 OY0958;SPC ID C     -   156,649.665   552,193.738   MT  0.99998087   +0 26 15.8
 OY0958;UTM  12      - 4,771,864.719   307,945.084   MT  1.00005377   -1 36 41.9
 OY0958
 OY0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0958!SPC ID C     -   0.99976203  x   0.99998087  =   0.99974290
 OY0958!UTM  12      -   0.99976203  x   1.00005377  =   0.99981578
 OY0958
 OY0958:                Primary Azimuth Mark                     Grid Az
 OY0958:SPC ID C     -  PILLAR                                   150 32 11.8
 OY0958:UTM  12      -  PILLAR                                   152 35 09.5
 OY0958
 OY0958|---------------------------------------------------------------------|
 OY0958| PID    Reference Object                     Distance      Geod. Az  |
 OY0958|                                                           dddmmss.s |
 OY0958| NU1651 PILLAR                              APPROX.24.3 KM 1505827.6 |
 OY0958| CN3919 BEAR RM 2                             4.835 METERS 16709     |
 OY0958| CN3918 BEAR RM 1                             6.092 METERS 33006     |
 OY0958|---------------------------------------------------------------------|
 OY0958
 OY0958                          SUPERSEDED SURVEY CONTROL
 OY0958
 OY0958  NAD 83(1986)-  43 04 30.64972(N)    113 21 32.72261(W) AD(       ) 2
 OY0958  NAD 27      -  43 04 30.98090(N)    113 21 29.69481(W) AD(       ) 2
 OY0958  NGVD 29 (07/19/86) 1530.0    (m)         5020.     (f) VERT ANG       
 OY0958
 OY0958.Superseded values are not recommended for survey control.
 OY0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0958.See file dsdata.txt to determine how the superseded data were derived.
 OY0958
 OY0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN0794571865(NAD 83)
 OY0958_MARKER: DD = SURVEY DISK
 OY0958_SETTING: 0 = UNSPECIFIED SETTING
 OY0958
 OY0958  HISTORY     - Date     Condition        Report By
 OY0958  HISTORY     - 1970     MONUMENTED       USGS
 OY0958
 OY0958                          STATION DESCRIPTION
 OY0958
 OY0958'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OY0958'RM 1 TO RM 2 NOT MEASURED.
 OY0958'
 OY0958'LOCATED ABOUT 43 MI (AIRLINE) NE. OF BURLEY.  32 MI NW. OF
 OY0958'AMERICAN FALLS.  NEAR THE NORTHWEST CORNER OF SECTION 18, T4S,
 OY0958'R27E.  ON A LOW ROCKY CRATER RIM.
 OY0958'
 OY0958'TO REACH FROM THE RR. GRADE X-ING JUST W. OF MINIDOKA, PROCEED
 OY0958'2.6 MI E. ALONG THE SOUTH SIDE OF THE UNION PACIFIC
 OY0958'RR. TRACKS.  TURN LEFT ACROSS TRACKS N. FOR 19 MI ALONG THE MAIN
 OY0958'RD. TO BEAR TRAP LANDING STRIP ON THE RIGHT.  CONTINUE STRAIGHT
 OY0958'AHEAD ON THE MAIN RD. 1.7 MI TO DIM TRACK RD. LEADING TO TWO BIG
 OY0958'METAL WATER TANKS ON A GRASSY RIDGE SE. OF THE RD.  CONTINUE
 OY0958'STRAIGHT AHEAD (NE.) FOR 0.5 MI TO TRIANGULATION STATION TRAP
 OY0958'OPPOSITE A DRY WATER HOLE ON THE NORTHWEST SIDE OF THE
 OY0958'RD.  CONTINUE NE. 2.2 MI ALONG THE MAIN RD. TO X-RDS.  TURN
 OY0958'LEFT NW. 2.4 MI TO X-RDS.  TURN RIGHT NE. FOR 0.4 MI TO DRY
 OY0958'WATER HOLE ON THE NORTHWEST SIDE OF THE RD.  CONTINUE NE.
 OY0958'1.9 MI TO DRY WATER HOLE ON THE SOUTHEAST SIDE OF THE RD.
 OY0958'CONTINUE NE. 0.5 MI TO JCT.  (STRAIGHT AHEAD AT THIS POINT
 OY0958'GOES W. TOWARD BEAR AND MIGHT BE A SHORTER AND FASTER ROUTE
 OY0958'ACROSS COUNTRY THAN THE FOLLOWING ROUTE DESCRIBED ALONG THE
 OY0958'RD.).  TURN RIGHT AND PROCEED N. 1.5 MI TO JCT.  TURN SHARP
 OY0958'LEFT W. ALONG A GRASSY RIDGE 0.9 MI TO A ROCKY TOP.
 OY0958'CONTINUE 2.0 MI SW. ALONG THE RD. TO THE ROCKY BUTTE AND
 OY0958'STATION.  STATION IS ON THE SOUTHWEST END OF THE CRATER RIM AND
 OY0958'MAY BE REACHED BY TRUCK FROM THE GRASSY SLOPE ON THE WEST
 OY0958'SIDE.
 OY0958'
 OY0958'STATION MARK--A STANDARD USGS TABLET STAMPED BEAR 1970 SET
 OY0958'IN A SOLID ROCK FLUSH WITH GROUND.
 OY0958'
 OY0958'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 OY0958'STAMPED BEAR NO 1 1970 SET IN A BOULDER FLUSH WITH GROUND.
 OY0958'
 OY0958'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 OY0958'STAMPED BEAR NO 2 1970 SET IN A DRILL HOLE IN A SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0721 ***********************************************************************
 PZ0721  DESIGNATION -  BEAR
 PZ0721  PID         -  PZ0721
 PZ0721  STATE/COUNTY-  ID/LEMHI
 PZ0721  USGS QUAD   -  TEPEE MOUNTAIN (1987)
 PZ0721
 PZ0721                         *CURRENT SURVEY CONTROL
 PZ0721  ___________________________________________________________________
 PZ0721* NAD 83(1992)-  44 39 48.09125(N)    113 04 07.30483(W)     ADJUSTED  
 PZ0721* NAVD 88     -      2925.9    (meters)    9599.     (feet)  VERTCON   
 PZ0721  ___________________________________________________________________
 PZ0721  LAPLACE CORR-           7.14  (seconds)                    DEFLEC99
 PZ0721  GEOID HEIGHT-         -10.67  (meters)                     GEOID03
 PZ0721
 PZ0721  HORZ ORDER  -  THIRD
 PZ0721
 PZ0721.The horizontal coordinates were established by classical geodetic methods
 PZ0721.and adjusted by the National Geodetic Survey in July 1992..
 PZ0721
 PZ0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0721
 PZ0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0721
 PZ0721.The geoid height was determined by GEOID03.
 PZ0721
 PZ0721;                    North         East     Units Scale Factor Converg.
 PZ0721;SPC ID C     -   333,324.832   573,855.259   MT  1.00001442   +0 39 16.8
 PZ0721;SPC MT       -    52,397.813   317,012.885   MT  1.00021864   -2 36 37.9
 PZ0721;SPC MT       -   171,908.84  1,040,068.52   iFT  1.00021864   -2 36 37.9
 PZ0721;UTM  12      - 4,947,636.509   336,002.741   MT  0.99993074   -1 27 16.2
 PZ0721
 PZ0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0721!SPC ID C     -   0.99954312  x   1.00001442  =   0.99955754
 PZ0721!SPC MT       -   0.99954312  x   1.00021864  =   0.99976166
 PZ0721!UTM  12      -   0.99954312  x   0.99993074  =   0.99947389
 PZ0721
 PZ0721:                Primary Azimuth Mark                     Grid Az
 PZ0721:SPC ID C     -  MON IDA                                  191 44 04.2
 PZ0721:SPC MT       -  MON IDA                                  194 59 58.9
 PZ0721:UTM  12      -  MON IDA                                  193 50 37.2
 PZ0721
 PZ0721|---------------------------------------------------------------------|
 PZ0721| PID    Reference Object                     Distance      Geod. Az  |
 PZ0721|                                                           dddmmss.s |
 PZ0721| PZ0723 MON IDA                             APPROX. 7.2 KM 1922321.0 |
 PZ0721|---------------------------------------------------------------------|
 PZ0721
 PZ0721                          SUPERSEDED SURVEY CONTROL
 PZ0721
 PZ0721  NAD 83(1986)-  44 39 48.08955(N)    113 04 07.30253(W) AD(       ) 3
 PZ0721  NAD 27      -  44 39 48.35783(N)    113 04 04.25195(W) AD(       ) 3
 PZ0721  NGVD 29 (07/19/86) 2924.4    (m)         9594.     (f) VERT ANG       
 PZ0721
 PZ0721.Superseded values are not recommended for survey control.
 PZ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0721.See file dsdata.txt to determine how the superseded data were derived.
 PZ0721
 PZ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ3600347637(NAD 83)
 PZ0721_MARKER: DD = SURVEY DISK
 PZ0721_SETTING: 80 = SET IN A BOULDER
 PZ0721_SP_SET: PARTIALLY EXPOSED BOULDER
 PZ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0721+STABILITY: SURFACE MOTION
 PZ0721
 PZ0721  HISTORY     - Date     Condition        Report By
 PZ0721  HISTORY     - 1956     MONUMENTED       USGS
 PZ0721
 PZ0721                          STATION DESCRIPTION
 PZ0721
 PZ0721'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0721'LOCATED ABOUT 16.5 MI. NE. OF GILMORE, IDAHO, AND 14 MI. E. OF
 PZ0721'LEADORE, IDAHO, ON THE IDAHO-MONTANA BORDER.
 PZ0721'
 PZ0721'TO REACH FROM LEADORE P.O., DRIVE E. ON STATE HIGHWAY 29 TOWARDS
 PZ0721'ARMSTEAD FOR 38.0 MI. AND THE MEDICINE LODGE CREEK ROAD TO RIGHT, TURN
 PZ0721'RIGHT (S.) FOR 24.5 MI. TO TOP SMALL PASS SIGN --CORRINE STAGE RD
 PZ0721'1862--, CONTINUE S. KEEPING TO W. SIDE OF LONE BUTTE (ISLAND BUTTE)
 PZ0721'FOR 3.8 MI. TO RD. FORKS AND SIGN --MORRISON LAKE--, TAKE RIGHT FORK
 PZ0721'ABOUT 3 MI. TO MORRISON LAKE, CONTINUE PAST LAKE ON TRUCK RD. ABOUT
 PZ0721'2 MI. TO TOP OF DIVIDE, CONTINUE N. ALONG DIVIDE ABOUT 3.5 MI. TO
 PZ0721'HIGHEST KNOLL AND STATION.
 PZ0721'
 PZ0721'STATION MARK--STANDARD TABLET STAMPED---BEAR 1956---, CEMENTED IN
 PZ0721'DRILL HOLE IN EMBEDDED BOULDER.
 PZ0721'
 PZ0721'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 PZ0721'1956---, CEMENTED IN DRILL HOLE IN EMBEDDED BOULDER, 35.39 FT. FROM
 PZ0721'STATION MARK AND 3.0 FT. LOWER, N 48 DEG 18 MIN W.
 PZ0721'
 PZ0721'REFERENCE MARK NO. 2 (USFS STATION --ERIC 1953--)--IDAHO-MONTANA
 PZ0721'BOUNDARY MONUMENT IRON PIPE AND CAP STAMPED---545975M---, ABOUT 3
 PZ0721'FT. ABOVE GROUND IN CAIRN, 10.36 FT. FROM STATION MARK,
 PZ0721'N 51 DEG 28 MIN E.
 PZ0721'
 PZ0721'NOTE--THIS MONUMENT WAS USED BY USFS IN 1953 AS A TRIANGULATION
 PZ0721'STATION AND CALLED --ERIC-- IN THEIR NOTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0658 ***********************************************************************
 QZ0658  DESIGNATION -  BEAR CREEK POINT LOT
 QZ0658  PID         -  QZ0658
 QZ0658  STATE/COUNTY-  ID/IDAHO
 QZ0658  USGS QUAD   -  SHEEP HILL (1995)
 QZ0658
 QZ0658                         *CURRENT SURVEY CONTROL
 QZ0658  ___________________________________________________________________
 QZ0658* NAD 83(1992)-  45 33 06.21619(N)    115 02 44.09287(W)     ADJUSTED  
 QZ0658* NAVD 88     -      2431.     (meters)    7976.     (feet)  SCALED    
 QZ0658  ___________________________________________________________________
 QZ0658  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 QZ0658  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 QZ0658
 QZ0658  HORZ ORDER  -  THIRD
 QZ0658
 QZ0658.The horizontal coordinates were established by classical geodetic methods
 QZ0658.and adjusted by the National Geodetic Survey in July 1992..
 QZ0658
 QZ0658.The orthometric height was scaled from a topographic map.
 QZ0658
 QZ0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0658
 QZ0658.The geoid height was determined by GEOID03.
 QZ0658
 QZ0658;                    North         East     Units Scale Factor Converg.
 QZ0658;SPC ID W     -   431,860.793   855,001.871   MT  0.99997051   +0 30 10.4
 QZ0658;UTM  11      - 5,046,100.997   652,552.071   MT  0.99988613   +1 23 43.8
 QZ0658
 QZ0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0658!SPC ID W     -   0.99962123  x   0.99997051  =   0.99959175
 QZ0658!UTM  11      -   0.99962123  x   0.99988613  =   0.99950741
 QZ0658
 QZ0658                          SUPERSEDED SURVEY CONTROL
 QZ0658
 QZ0658  NAD 83(1986)-  45 33 06.21856(N)    115 02 44.08653(W) AD(       ) 4
 QZ0658  NAD 27      -  45 33 06.52962(N)    115 02 40.69195(W) AD(       ) 3
 QZ0658
 QZ0658.Superseded values are not recommended for survey control.
 QZ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0658.See file dsdata.txt to determine how the superseded data were derived.
 QZ0658
 QZ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL5255246101(NAD 83)
 QZ0658
 QZ0658  HISTORY     - Date     Condition        Report By
 QZ0658  HISTORY     - 1945     MONUMENTED       CGS
 QZ0658
 QZ0658                          STATION DESCRIPTION
 QZ0658
 QZ0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0658'SEE STATION BEAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0774 ***********************************************************************
 QA0774  DESIGNATION -  BEAR CREEK PT
 QA0774  PID         -  QA0774
 QA0774  STATE/COUNTY-  ID/VALLEY
 QA0774  USGS QUAD   -  BEAR CREEK POINT (1962)
 QA0774
 QA0774                         *CURRENT SURVEY CONTROL
 QA0774  ___________________________________________________________________
 QA0774* NAD 83(1992)-  44 53 35.24477(N)    114 48 18.40119(W)     ADJUSTED  
 QA0774* NAVD 88     -      2632.0    (meters)    8635.     (feet)  VERTCON   
 QA0774  ___________________________________________________________________
 QA0774  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 QA0774  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 QA0774
 QA0774  HORZ ORDER  -  THIRD
 QA0774
 QA0774.The horizontal coordinates were established by classical geodetic methods
 QA0774.and adjusted by the National Geodetic Survey in July 1992..
 QA0774
 QA0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0774
 QA0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0774
 QA0774.The geoid height was determined by GEOID03.
 QA0774
 QA0774;                    North         East     Units Scale Factor Converg.
 QA0774;SPC ID W     -   358,864.066   874,634.888   MT  1.00000181   +0 40 00.9
 QA0774;UTM  11      - 4,973,421.418   673,312.314   MT  0.99996936   +1 32 58.2
 QA0774
 QA0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0774!SPC ID W     -   0.99958965  x   1.00000181  =   0.99959146
 QA0774!UTM  11      -   0.99958965  x   0.99996936  =   0.99955902
 QA0774
 QA0774|---------------------------------------------------------------------|
 QA0774| PID    Reference Object                     Distance      Geod. Az  |
 QA0774|                                                           dddmmss.s |
 QA0774| CD4240 BEAR CREEK PT RM 2                   10.290 METERS 17042     |
 QA0774| QA0775 RAMEY                               APPROX. 8.6 KM 2131258.8 |
 QA0774| CD4239 BEAR CREEK PT RM 1                    4.465 METERS 27844     |
 QA0774| CD4238 BEAR CREEK POINT LOT                 10.857 METERS 31921     |
 QA0774|---------------------------------------------------------------------|
 QA0774
 QA0774                          SUPERSEDED SURVEY CONTROL
 QA0774
 QA0774  NAD 83(1986)-  44 53 35.24603(N)    114 48 18.39714(W) AD(       ) 3
 QA0774  NAD 27      -  44 53 35.55945(N)    114 48 15.06519(W) AD(       ) 3
 QA0774  NGVD 29 (07/19/86) 2630.4    (m)         8630.     (f) VERT ANG       
 QA0774
 QA0774.Superseded values are not recommended for survey control.
 QA0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0774.See file dsdata.txt to determine how the superseded data were derived.
 QA0774
 QA0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK7331273421(NAD 83)
 QA0774_MARKER: DD = SURVEY DISK
 QA0774_SETTING: 66 = SET IN ROCK OUTCROP
 QA0774
 QA0774  HISTORY     - Date     Condition        Report By
 QA0774  HISTORY     - 1961     MONUMENTED       USGS
 QA0774
 QA0774                          STATION DESCRIPTION
 QA0774
 QA0774'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QA0774'LOCATED ABOUT 9.3 MI. (AIRLINE) SE. OF MORMAN MTN., ABOUT 5.9 MI. N.
 QA0774'OF THE JUNCTION OF LOON CREEK AND MIDDLE FORK OF SALMON RIVER, ABOUT
 QA0774'3.9 MI. W. OF THE JUNCTION OF CAMAS CREEK AND THE MIDDLE FORK OF THE
 QA0774'SALMON RIVER, ON A PROMINENT TOP KNOWN LOCALLY AS BEAR CREEK POINT.
 QA0774'
 QA0774'REACHED BY HELICOPTER.
 QA0774'
 QA0774'STATION MARK--STANDARD TABLET STAMPED---BEAR CREEK PT. 1961---,
 QA0774'CEMENTED IN ROCK OUTCROP.
 QA0774'
 QA0774'REFERENCE MARK NO. 1--CHISELED CROSS ON FACE OF ROCK OUTCROP, 14.65
 QA0774'FT. FROM STATION MARK, N 81 DEG 16 MIN W.
 QA0774'
 QA0774'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER ON STUMP, 33.76 FT. FROM
 QA0774'STATION MARK, S 09 DEG 18 MIN E.
 QA0774'
 QA0774'BEAR CREEK LOOKOUT HOUSE IS 35.62 FT. FROM STATION MARK,
 QA0774'N 40 DEG 39 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0687 ***********************************************************************
 OX0687  DESIGNATION -  BEAR IS
 OX0687  PID         -  OX0687
 OX0687  STATE/COUNTY-  ID/BONNEVILLE
 OX0687  USGS QUAD   -  BEAR ISLAND (1966)
 OX0687
 OX0687                         *CURRENT SURVEY CONTROL
 OX0687  ___________________________________________________________________
 OX0687* NAD 83(1992)-  43 03 35.06688(N)    111 24 55.62655(W)     ADJUSTED  
 OX0687* NAVD 88     -      2031.3    (meters)    6664.     (feet)  VERTCON   
 OX0687  ___________________________________________________________________
 OX0687  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 OX0687  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 OX0687
 OX0687  HORZ ORDER  -  THIRD
 OX0687
 OX0687.The horizontal coordinates were established by classical geodetic methods
 OX0687.and adjusted by the National Geodetic Survey in July 1992..
 OX0687
 OX0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0687
 OX0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0687
 OX0687.The geoid height was determined by GEOID03.
 OX0687
 OX0687;                    North         East     Units Scale Factor Converg.
 OX0687;SPC ID E     -   155,008.912   261,192.309   MT  0.99999342   +0 30 46.5
 OX0687;UTM  12      - 4,767,532.687   466,170.012   MT  0.99961408   -0 17 01.2
 OX0687
 OX0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0687!SPC ID E     -   0.99968328  x   0.99999342  =   0.99967670
 OX0687!UTM  12      -   0.99968328  x   0.99961408  =   0.99929748
 OX0687
 OX0687:                Primary Azimuth Mark                     Grid Az
 OX0687:SPC ID E     -  102 BIS                                  197 39 18.8
 OX0687:UTM  12      -  102 BIS                                  198 27 06.5
 OX0687
 OX0687|---------------------------------------------------------------------|
 OX0687| PID    Reference Object                     Distance      Geod. Az  |
 OX0687|                                                           dddmmss.s |
 OX0687| NT0531 102 BIS                             APPROX. 7.3 KM 1981005.3 |
 OX0687|---------------------------------------------------------------------|
 OX0687
 OX0687                          SUPERSEDED SURVEY CONTROL
 OX0687
 OX0687  NAD 83(1986)-  43 03 35.05822(N)    111 24 55.61607(W) AD(       ) 3
 OX0687  NAD 27      -  43 03 35.35387(N)    111 24 52.81671(W) AD(       ) 3
 OX0687  NGVD 29 (07/19/86) 2030.0    (m)         6660.     (f) VERT ANG       
 OX0687
 OX0687.Superseded values are not recommended for survey control.
 OX0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0687.See file dsdata.txt to determine how the superseded data were derived.
 OX0687
 OX0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN6617067533(NAD 83)
 OX0687_MARKER: DD = SURVEY DISK
 OX0687_SETTING: 80 = SET IN A BOULDER
 OX0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0687+STABILITY: SURFACE MOTION
 OX0687
 OX0687  HISTORY     - Date     Condition        Report By
 OX0687  HISTORY     - 1966     MONUMENTED       USGS
 OX0687
 OX0687                          STATION DESCRIPTION
 OX0687
 OX0687'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0687'LOCATED ABOUT 29.5 MI. (AIRLINE) N. OF SODA SPRINGS, ABOUT 22 MI. S.
 OX0687'OF PALISADES DAM, ABOUT 21 MI. W. OF ETNA, WYOMING, ON BEAR ISLAND
 OX0687'IN GRAYS LAKE.  STATION IS ON HIGH POINT OF ON E. END OF ISLAND.
 OX0687'
 OX0687'TO REACH FROM WAYAN, IDAHO GENERAL STORE AND POST OFFICE, GO N. 2.1
 OX0687'MI. TO JUNCTION OF HIGHWAY 34 AND RD. TO GRAY AND SIGN --GRAY 4
 OX0687'MI.--, TURN RIGHT AND GO FOR 2.8 MI. TO GRAYS LAKE GUARD STATION,
 OX0687'GO CROSS-COUNTRY TO ISLAND.  A SWAMP VEHICLE IS REQUIRED TO REACH
 OX0687'ISLAND.
 OX0687'
 OX0687'STATION MARK--A STANDARD TABLET STAMPED ---BEAR IS 1966--- CEMENTED
 OX0687'IN LARGE BOULDER ON TOP.
 OX0687'
 OX0687'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET CEMENTED IN
 OX0687'BOULDER, 30.88 FT. FROM STATION MARK AND LEVEL, S 26 DEG 02 MIN E.
 OX0687'
 OX0687'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET CEMENTED IN
 OX0687'BOULDER, 18.61 FT. FROM STATION MARK AND 2 FT. LOWER,
 OX0687'S 50 DEG 10 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0555 ***********************************************************************
 NT0555  DESIGNATION -  BEAR LK CO AIR BEA
 NT0555  PID         -  NT0555
 NT0555  STATE/COUNTY-  ID/BEAR LAKE
 NT0555  USGS QUAD   -  MONTPELIER (1967)
 NT0555
 NT0555                         *CURRENT SURVEY CONTROL
 NT0555  ___________________________________________________________________
 NT0555* NAD 83(1994)-  42 15 13.89254(N)    111 20 09.78128(W)     ADJUSTED  
 NT0555* NAVD 88     -      1806.7    (meters)    5927.     (feet)  VERTCON   
 NT0555  ___________________________________________________________________
 NT0555  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 NT0555  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NT0555
 NT0555  HORZ ORDER  -  THIRD
 NT0555
 NT0555.The horizontal coordinates were established by classical geodetic methods
 NT0555.and adjusted by the National Geodetic Survey in November 1997..
 NT0555
 NT0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0555
 NT0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0555
 NT0555.The geoid height was determined by GEOID03.
 NT0555
 NT0555;                    North         East     Units Scale Factor Converg.
 NT0555;SPC ID E     -    65,551.575   268,539.622   MT  1.00000515   +0 33 30.8
 NT0555;UTM  12      - 4,678,017.191   472,279.984   MT  0.99960945   -0 13 33.5
 NT0555
 NT0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0555!SPC ID E     -   0.99971882  x   1.00000515  =   0.99972397
 NT0555!UTM  12      -   0.99971882  x   0.99960945  =   0.99932838
 NT0555
 NT0555:                Primary Azimuth Mark                     Grid Az
 NT0555:SPC ID E     -  BLOOM                                    233 44 43.7
 NT0555:UTM  12      -  BLOOM                                    234 31 48.0
 NT0555
 NT0555|---------------------------------------------------------------------|
 NT0555| PID    Reference Object                     Distance      Geod. Az  |
 NT0555|                                                           dddmmss.s |
 NT0555| NT0546 BLOOM                               APPROX.10.2 KM 2341814.5 |
 NT0555|---------------------------------------------------------------------|
 NT0555
 NT0555                          SUPERSEDED SURVEY CONTROL
 NT0555
 NT0555  NAD 83(1992)-  42 15 13.89354(N)    111 20 09.77937(W) AD(       ) 3
 NT0555  NAD 83(1986)-  42 15 13.88644(N)    111 20 09.77808(W) AD(       ) 3
 NT0555  NAD 27      -  42 15 14.14840(N)    111 20 07.03464(W) AD(       ) 3
 NT0555  NGVD 29 (07/19/86) 1805.5    (m)         5924.     (f) VERT ANG       
 NT0555
 NT0555.Superseded values are not recommended for survey control.
 NT0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0555.See file dsdata.txt to determine how the superseded data were derived.
 NT0555
 NT0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM7228078017(NAD 83)
 NT0555_MARKER: 22 = AIRWAY BEACON
 NT0555
 NT0555  HISTORY     - Date     Condition        Report By
 NT0555  HISTORY     - 1966     FIRST OBSERVED   USGS
 NT0555
 NT0555                          STATION DESCRIPTION
 NT0555
 NT0555'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NT0555'LOCATED ABOUT 5 MI. (AIRLINE) SW. OF MONTPELIER, ABOUT 4.5 MI. NW.
 NT0555'OF DINGLE, ABOUT 3.5 MI. NE. OF PARIS, NEAR THE ENTRANCE TO THE
 NT0555'BEAR LAKE COUNTY AIRPORT.
 NT0555'
 NT0555'STATION MARK--A 1 INCH X 2 INCH HUB CENTERED UNDER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0762 ***********************************************************************
 PZ0762  DESIGNATION -  BEAR MOUNTAIN
 PZ0762  PID         -  PZ0762
 PZ0762  STATE/COUNTY-  ID/CUSTER
 PZ0762  USGS QUAD   -  MOFFETT SPRINGS (1987)
 PZ0762
 PZ0762                         *CURRENT SURVEY CONTROL
 PZ0762  ___________________________________________________________________
 PZ0762* NAD 83(1992)-  44 21 27.58953(N)    113 27 09.17153(W)     ADJUSTED  
 PZ0762* NAVD 88     -      3276.3    (meters)   10749.     (feet)  VERTCON   
 PZ0762  ___________________________________________________________________
 PZ0762  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 PZ0762  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 PZ0762
 PZ0762  HORZ ORDER  -  THIRD
 PZ0762
 PZ0762.The horizontal coordinates were established by classical geodetic methods
 PZ0762.and adjusted by the National Geodetic Survey in July 1992..
 PZ0762
 PZ0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0762
 PZ0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0762
 PZ0762.The geoid height was determined by GEOID03.
 PZ0762
 PZ0762;                    North         East     Units Scale Factor Converg.
 PZ0762;SPC ID C     -   299,080.946   543,642.155   MT  0.99997078   +0 22 57.9
 PZ0762;UTM  12      - 4,914,524.450   304,552.810   MT  1.00006980   -1 42 54.7
 PZ0762
 PZ0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0762!SPC ID C     -   0.99948827  x   0.99997078  =   0.99945906
 PZ0762!UTM  12      -   0.99948827  x   1.00006980  =   0.99955803
 PZ0762
 PZ0762:                Primary Azimuth Mark                     Grid Az
 PZ0762:SPC ID C     -  PAHSIMEROI RM 1                          332 55 14.4
 PZ0762:UTM  12      -  PAHSIMEROI RM 1                          335 01 07.0
 PZ0762
 PZ0762|---------------------------------------------------------------------|
 PZ0762| PID    Reference Object                     Distance      Geod. Az  |
 PZ0762|                                                           dddmmss.s |
 PZ0762| PZ0763 PAHSIMEROI RM 1                     APPROX.12.9 KM 3331812.3 |
 PZ0762|---------------------------------------------------------------------|
 PZ0762
 PZ0762                          SUPERSEDED SURVEY CONTROL
 PZ0762
 PZ0762  NAD 83(1986)-  44 21 27.58538(N)    113 27 09.16722(W) AD(       ) 3
 PZ0762  NAD 27      -  44 21 27.88943(N)    113 27 06.08435(W) AD(       ) 3
 PZ0762  NGVD 29 (07/19/86) 3274.8    (m)        10744.     (f) VERT ANG       
 PZ0762
 PZ0762.Superseded values are not recommended for survey control.
 PZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0762.See file dsdata.txt to determine how the superseded data were derived.
 PZ0762
 PZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ0455314524(NAD 83)
 PZ0762_MARKER: DD = SURVEY DISK
 PZ0762_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0762_SP_SET: SET IN ROCK OUTCROP
 PZ0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0762+STABILITY: POSITION/ELEVATION WELL
 PZ0762
 PZ0762  HISTORY     - Date     Condition        Report By
 PZ0762  HISTORY     - 1956     MONUMENTED       USGS
 PZ0762
 PZ0762                          STATION DESCRIPTION
 PZ0762
 PZ0762'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0762'THIS STATION WAS BUILT IN 1915 BY FIELD PARTY IN
 PZ0762'CHARGE OF T.M. BANNON, BUT WAS NOT LOCATED BY TRIANGULATION AT THAT
 PZ0762'TIME.
 PZ0762'
 PZ0762'LOCATED ABOUT 30 MI. N. OF MACKEY, 27 MI. SE. OF MAY AND 5 MI. NE. OF
 PZ0762'SUMMIT RESERVOIR, ON HIGHEST POINT OF TOP OF PROMINENT RED ROCKY PEAK
 PZ0762'LOCALLY CALLED --BALDY MOUNTAIN--.
 PZ0762'
 PZ0762'TO REACH FROM SUMMIT RESERVOIR, DRIVE NW. ON THE MAY ROAD FOR ABOUT
 PZ0762'2 MI., TURN RIGHT ON U.S. FOREST SERVICE BIG GULCH ROAD AND FOLLOW
 PZ0762'BIG GULCH ROAD TO END OF RD. AT A PROMINENT DRAIN FORK, TURN RIGHT
 PZ0762'(SE.) ON HORSE OR JEEP TRAIL AND CONTINUE TO SADDLE IN RIDGE BETWEEN
 PZ0762'BIG GULCH AND SUMMERHOUSE CANYON.  FROM SADDLE PACK N. UP RIDGE TO
 PZ0762'HIGHEST POINT AND STATION.  AN ESTIMATED 2-HOUR PACK.  HORSES CAN
 PZ0762'BE TAKEN TO THE TOP BY THIS ROUTE, BUT IS NOT ADVISABLE DUE TO STEEP
 PZ0762'ROCK SLIDES AND ADDITIONAL TIME REQUIRED.  (STATION WAS VISITED FROM
 PZ0762'A CAMP AT THE HEAD OF IRON CREEK, BUT REQUIRES A LONG HORSE TRIP FROM
 PZ0762'THE END OF RD.)
 PZ0762'
 PZ0762'STATION MARK--STANDARD TABLET (NOT STAMPED) CEMENTED IN SOLID ROCK.
 PZ0762'
 PZ0762'REFERENCE MARK NO. 1--CHISELED CROSS ON LARGE BOULDER, 13.0 FT. FROM
 PZ0762'STATION MARK, S 22 DEG 58 MIN W.
 PZ0762'
 PZ0762'REFERENCE MARK NO. 2--DRILL HOLE IN ROCK OUTCROP ON RIDGE-LINE E.,
 PZ0762'24.95 FT. FROM STATION MARK, S 76 DEG 02 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0893 ***********************************************************************
 RY0893  DESIGNATION -  BEAR MOUNTAIN LOOKOUT
 RY0893  PID         -  RY0893
 RY0893  STATE/COUNTY-  ID/IDAHO
 RY0893  USGS QUAD   -  BEAR MOUNTAIN (1994)
 RY0893
 RY0893                         *CURRENT SURVEY CONTROL
 RY0893  ___________________________________________________________________
 RY0893* NAD 83(1992)-  46 25 52.20128(N)    114 55 28.68341(W)     ADJUSTED  
 RY0893* NAVD 88     -      2190.9    (meters)    7188.     (feet)  VERTCON   
 RY0893  ___________________________________________________________________
 RY0893  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 RY0893  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 RY0893
 RY0893  HORZ ORDER  -  THIRD
 RY0893
 RY0893.The horizontal coordinates were established by classical geodetic methods
 RY0893.and adjusted by the National Geodetic Survey in July 1992..
 RY0893
 RY0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0893
 RY0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0893
 RY0893.The geoid height was determined by GEOID03.
 RY0893
 RY0893;                    North         East     Units Scale Factor Converg.
 RY0893;SPC ID W     -   529,694.748   863,432.785   MT  0.99998278   +0 35 52.9
 RY0893;UTM  11      - 5,144,047.658   659,445.879   MT  0.99991251   +1 30 14.5
 RY0893
 RY0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0893!SPC ID W     -   0.99965904  x   0.99998278  =   0.99964183
 RY0893!UTM  11      -   0.99965904  x   0.99991251  =   0.99957158
 RY0893
 RY0893:                Primary Azimuth Mark                     Grid Az
 RY0893:SPC ID W     -  JERRY JOHNSON                            354 16 29.6
 RY0893:UTM  11      -  JERRY JOHNSON                            353 22 08.0
 RY0893
 RY0893|---------------------------------------------------------------------|
 RY0893| PID    Reference Object                     Distance      Geod. Az  |
 RY0893|                                                           dddmmss.s |
 RY0893| RY0894 JERRY JOHNSON                       APPROX. 6.9 KM 3545222.5 |
 RY0893|---------------------------------------------------------------------|
 RY0893
 RY0893                          SUPERSEDED SURVEY CONTROL
 RY0893
 RY0893  NAD 83(1986)-  46 25 52.21064(N)    114 55 28.68162(W) AD(       ) 3
 RY0893  NAD 27      -  46 25 52.49900(N)    114 55 25.27300(W) AD(       ) 3
 RY0893  NGVD 29 (07/19/86) 2189.7    (m)         7184.     (f) VERT ANG       
 RY0893
 RY0893.Superseded values are not recommended for survey control.
 RY0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0893.See file dsdata.txt to determine how the superseded data were derived.
 RY0893
 RY0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM5944644048(NAD 83)
 RY0893_MARKER: DD = SURVEY DISK
 RY0893_SETTING: 0 = UNSPECIFIED SETTING
 RY0893
 RY0893  HISTORY     - Date     Condition        Report By
 RY0893  HISTORY     - 1966     MONUMENTED       USGS
 RY0893
 RY0893                          STATION DESCRIPTION
 RY0893
 RY0893'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0893'LOCATED ABOUT 54.5 MI. (AIRLINE) NE. OF KOOSKIA, 12 MI. SW. OF
 RY0893'POWELL RANGER STATION, ON U. S. HIGHWAY 12.
 RY0893'
 RY0893'TO REACH FROM POWELL RANGER STATION, GO W. ON GRAVEL RD. 0.8 MI.
 RY0893'TO JUNCTION WITH U. S. HIGHWAY 12, TURN LEFT (WESTERLY) AND TRAVEL
 RY0893'FOR 9.3 MI. TO WARM SPRINGS PACK BRIDGE AND END OF TRUCK TRAVEL,
 RY0893'CROSS LOCHSA RIVER VIA PACK BRIDGE AND GO UP WARM SPRINGS CREEK
 RY0893'TRAIL FOR 2 MI. TO PACK BRIDGE OVER WARM SPRINGS CREEK, CROSS BRIDGE
 RY0893'AND CONTINUE UP SLOPE ALONG TRAIL FOR 5.3 MI. TO TOP OF RIDGE, TURN
 RY0893'N. AND CONTINUE 0.5 MI. TO BEAR MTN. LOT AND STATION APPROXIMATELY
 RY0893'A 4.5-HOUR HORSE PACK OR 5.5-HOUR BACK PACK.
 RY0893'
 RY0893'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED---BEAR MTN LOT
 RY0893'1966--- CEMENTED IN A ROCK BURIED IN GROUND PROJECTING 0.8 FT.
 RY0893'ABOVE SURFACE OF GROUND.
 RY0893'
 RY0893'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED---NO 1
 RY0893'1966--- CEMENTED IN ROCK IN PLACE, 27.45 FT. FROM STATION MARK,
 RY0893'S 13 DEG 06 MIN W.
 RY0893'
 RY0893'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED---NO 2
 RY0893'1966--- CEMENTED IN ROCK IN PLACE, 16.26 FT. FROM STATION MARK,
 RY0893'N 85 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0719 ***********************************************************************
 QZ0719  DESIGNATION -  BEAR PETE
 QZ0719  PID         -  QZ0719
 QZ0719  STATE/COUNTY-  ID/IDAHO
 QZ0719  USGS QUAD   -  BURGDORF (1989)
 QZ0719
 QZ0719                         *CURRENT SURVEY CONTROL
 QZ0719  ___________________________________________________________________
 QZ0719* NAD 83(1992)-  45 16 36.00364(N)    115 58 47.18873(W)     ADJUSTED  
 QZ0719* NAVD 88     -      2668.     (meters)    8753.     (feet)  SCALED    
 QZ0719  ___________________________________________________________________
 QZ0719  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 QZ0719  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 QZ0719
 QZ0719  HORZ ORDER  -  SECOND
 QZ0719
 QZ0719.The horizontal coordinates were established by classical geodetic methods
 QZ0719.and adjusted by the National Geodetic Survey in July 1992..
 QZ0719
 QZ0719.The orthometric height was scaled from a topographic map.
 QZ0719
 QZ0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0719
 QZ0719.The geoid height was determined by GEOID03.
 QZ0719
 QZ0719;                    North         East     Units Scale Factor Converg.
 QZ0719;SPC ID W     -   401,077.113   781,971.600   MT  0.99993733   -0 09 47.7
 QZ0719;UTM  11      - 5,014,191.646   580,021.414   MT  0.99967873   +0 43 29.7
 QZ0719
 QZ0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0719!SPC ID W     -   0.99958413  x   0.99993733  =   0.99952148
 QZ0719!UTM  11      -   0.99958413  x   0.99967873  =   0.99926299
 QZ0719
 QZ0719                          SUPERSEDED SURVEY CONTROL
 QZ0719
 QZ0719  NAD 83(1986)-  45 16 36.00452(N)    115 58 47.18499(W) AD(       ) 2
 QZ0719  NAD 27      -  45 16 36.36289(N)    115 58 43.73706(W) AD(       ) 2
 QZ0719
 QZ0719.Superseded values are not recommended for survey control.
 QZ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0719.See file dsdata.txt to determine how the superseded data were derived.
 QZ0719
 QZ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL8002114192(NAD 83)
 QZ0719_MARKER: DD = SURVEY DISK
 QZ0719_SETTING: 80 = SET IN A BOULDER
 QZ0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0719+STABILITY: SURFACE MOTION
 QZ0719
 QZ0719  HISTORY     - Date     Condition        Report By
 QZ0719  HISTORY     - 1947     MONUMENTED       USGS
 QZ0719  HISTORY     - 1959     GOOD             CGS
 QZ0719
 QZ0719                          STATION DESCRIPTION
 QZ0719
 QZ0719'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 QZ0719'LOCATED ABOUT 3.5 MI. W. OF BURGDORF, ON TOP OF BEAR PETE MTN. NEAR E.
 QZ0719'BREAK OF TOP.
 QZ0719'
 QZ0719'TO REACH FROM BURGDORF, DRIVE N. FOR 2.5 MI. TO TRAIL LEADING W.  PACK
 QZ0719'W. ABOUT 3.5 MI. TO SUMMIT OF TRAIL AND GO S. ABOUT 1.5 MI. ON LATTER
 QZ0719'TO STATION.
 QZ0719'
 QZ0719'STATION MARK--STANDARD TABLET STAMPED---BEAR PETE 1947---, CEMENTED
 QZ0719'IN SOLID ROCK.
 QZ0719'
 QZ0719'REFERENCE MARK--STANDARD TABLET STAMPED---2--- AND MARKED WITH AN
 QZ0719'ARROW, 34.70 FT. FROM STATION MARK 80 DEGREES 54 MINUTES NW.
 QZ0719'
 QZ0719'CENTER OF FOREST SERVICE LOOKOUT HOUSE IS 17.63 FT. FROM STATION MARK
 QZ0719'56 DEGREES 52 MINUTES SW.
 QZ0719
 QZ0719                          STATION RECOVERY (1959)
 QZ0719
 QZ0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 QZ0719'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0720 ***********************************************************************
 QZ0720  DESIGNATION -  BEAR PETE LOOKOUT HOUSE
 QZ0720  PID         -  QZ0720
 QZ0720  STATE/COUNTY-  ID/IDAHO
 QZ0720  USGS QUAD   -  BURGDORF (1989)
 QZ0720
 QZ0720                         *CURRENT SURVEY CONTROL
 QZ0720  ___________________________________________________________________
 QZ0720* NAD 83(1992)-  45 16 35.92773(N)    115 58 47.39758(W)     ADJUSTED  
 QZ0720* NAVD 88     -                                                        
 QZ0720  ___________________________________________________________________
 QZ0720  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 QZ0720  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 QZ0720
 QZ0720  HORZ ORDER  -  THIRD
 QZ0720
 QZ0720.The horizontal coordinates were established by classical geodetic methods
 QZ0720.and adjusted by the National Geodetic Survey in July 1992..
 QZ0720
 QZ0720
 QZ0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0720
 QZ0720.The geoid height was determined by GEOID03.
 QZ0720
 QZ0720;                    North         East     Units Scale Factor Converg.
 QZ0720;SPC ID W     -   401,074.783   781,967.041   MT  0.99993733   -0 09 47.9
 QZ0720;UTM  11      - 5,014,189.246   580,016.893   MT  0.99967872   +0 43 29.6
 QZ0720
 QZ0720                          SUPERSEDED SURVEY CONTROL
 QZ0720
 QZ0720  NAD 83(1986)-  45 16 35.92860(N)    115 58 47.39383(W) AD(       ) 4
 QZ0720  NAD 27      -  45 16 36.28698(N)    115 58 43.94590(W) AD(       ) 3
 QZ0720
 QZ0720.Superseded values are not recommended for survey control.
 QZ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0720.See file dsdata.txt to determine how the superseded data were derived.
 QZ0720
 QZ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL8001714189(NAD 83)
 QZ0720
 QZ0720  HISTORY     - Date     Condition        Report By
 QZ0720  HISTORY     - 1959     MONUMENTED       CGS
 QZ0720
 QZ0720                          STATION DESCRIPTION
 QZ0720
 QZ0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QZ0720'STATION IS THE CENTER OF THE LOOKOUT HOUSE.  IT IS A 12 FOOT
 QZ0720'SQUARE, 15 FOOT HIGH HOUSE WITH A POINTED ROOF AND PAINTED WHITE.
 QZ0720'IT IS ON THE HIGHEST POIN OF BEAR PETE MOUNTAIN.
 QZ0720'
 QZ0720'THE LOOKOUT HOUSE HAS BEEN UNOCCUPIED FOR YEARS.
 QZ0720'
 QZ0720'IT IS LOCATED, AIRLINE, ABOUT 19 MILES SOUTHEAST OF RIGGINS
 QZ0720'AND 3-1/4 MILES WEST OF BURGDORF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0721 ***********************************************************************
 QZ0721  DESIGNATION -  BEAR PETE RM 2
 QZ0721  PID         -  QZ0721
 QZ0721  STATE/COUNTY-  ID/IDAHO
 QZ0721  USGS QUAD   -  BURGDORF (1989)
 QZ0721
 QZ0721                         *CURRENT SURVEY CONTROL
 QZ0721  ___________________________________________________________________
 QZ0721* NAD 83(1992)-  45 16 36.05790(N)    115 58 47.66739(W)     ADJUSTED  
 QZ0721* NAVD 88     -      2667.     (meters)    8750.     (feet)  SCALED    
 QZ0721  ___________________________________________________________________
 QZ0721  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 QZ0721  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 QZ0721
 QZ0721  HORZ ORDER  -  SECOND
 QZ0721
 QZ0721.The horizontal coordinates were established by classical geodetic methods
 QZ0721.and adjusted by the National Geodetic Survey in July 1992..
 QZ0721
 QZ0721.The orthometric height was scaled from a topographic map.
 QZ0721
 QZ0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0721
 QZ0721.The geoid height was determined by GEOID03.
 QZ0721
 QZ0721;                    North         East     Units Scale Factor Converg.
 QZ0721;SPC ID W     -   401,078.818   781,961.172   MT  0.99993733   -0 09 48.1
 QZ0721;UTM  11      - 5,014,193.189   580,010.964   MT  0.99967871   +0 43 29.4
 QZ0721
 QZ0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0721!SPC ID W     -   0.99958428  x   0.99993733  =   0.99952164
 QZ0721!UTM  11      -   0.99958428  x   0.99967871  =   0.99926313
 QZ0721
 QZ0721                          SUPERSEDED SURVEY CONTROL
 QZ0721
 QZ0721  NAD 83(1986)-  45 16 36.05878(N)    115 58 47.66364(W) AD(       ) 2
 QZ0721  NAD 27      -  45 16 36.41716(N)    115 58 44.21568(W) AD(       ) 2
 QZ0721
 QZ0721.Superseded values are not recommended for survey control.
 QZ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0721.See file dsdata.txt to determine how the superseded data were derived.
 QZ0721
 QZ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL8001114193(NAD 83)
 QZ0721
 QZ0721  HISTORY     - Date     Condition        Report By
 QZ0721  HISTORY     - 1959     MONUMENTED       CGS
 QZ0721
 QZ0721                          STATION DESCRIPTION
 QZ0721
 QZ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0721'SEE STATION PETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0578 ***********************************************************************
 QZ0578  DESIGNATION -  BEAR TRAP
 QZ0578  PID         -  QZ0578
 QZ0578  STATE/COUNTY-  ID/LEMHI
 QZ0578  USGS QUAD   -  TIN CUP HILL (1991)
 QZ0578
 QZ0578                         *CURRENT SURVEY CONTROL
 QZ0578  ___________________________________________________________________
 QZ0578* NAD 83(1992)-  45 23 28.79948(N)    114 26 37.97846(W)     ADJUSTED  
 QZ0578* NAVD 88     -      2464.4    (meters)    8085.     (feet)  VERTCON   
 QZ0578  ___________________________________________________________________
 QZ0578  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 QZ0578  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 QZ0578
 QZ0578  HORZ ORDER  -  SECOND
 QZ0578
 QZ0578.The horizontal coordinates were established by classical geodetic methods
 QZ0578.and adjusted by the National Geodetic Survey in July 1992..
 QZ0578
 QZ0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0578
 QZ0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0578
 QZ0578.The geoid height was determined by GEOID03.
 QZ0578
 QZ0578;                    North         East     Units Scale Factor Converg.
 QZ0578;SPC ID C     -   413,895.970   465,242.132   MT  0.99996222   -0 18 57.6
 QZ0578;UTM  11      - 5,029,602.507   700,084.219   MT  1.00009224   +1 49 13.3
 QZ0578
 QZ0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0578!SPC ID C     -   0.99961591  x   0.99996222  =   0.99957815
 QZ0578!UTM  11      -   0.99961591  x   1.00009224  =   0.99970812
 QZ0578
 QZ0578|---------------------------------------------------------------------|
 QZ0578| PID    Reference Object                     Distance      Geod. Az  |
 QZ0578|                                                           dddmmss.s |
 QZ0578| CH6383 BEAR TRAP RM 1                                     02640     |
 QZ0578| CH6382 BEAR TRAP AZ MK                                    0641952.6 |
 QZ0578| CH6384 BEAR TRAP RM 2                                     13429     |
 QZ0578| QZ0577 BEAR TRAP LOOKOUT CABIN              11.150 METERS 34604     |
 QZ0578|---------------------------------------------------------------------|
 QZ0578
 QZ0578                          SUPERSEDED SURVEY CONTROL
 QZ0578
 QZ0578  NAD 83(1986)-  45 23 28.79942(N)    114 26 37.96976(W) AD(       ) 2
 QZ0578  NAD 27      -  45 23 29.10500(N)    114 26 34.65000(W) AD(       ) 2
 QZ0578  NGVD 29 (07/19/86) 2463.1    (m)         8081.     (f) VERT ANG       
 QZ0578
 QZ0578.Superseded values are not recommended for survey control.
 QZ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0578.See file dsdata.txt to determine how the superseded data were derived.
 QZ0578
 QZ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL0008429603(NAD 83)
 QZ0578_MARKER: DS = TRIANGULATION STATION DISK
 QZ0578_SETTING: 0 = UNSPECIFIED SETTING
 QZ0578
 QZ0578  HISTORY     - Date     Condition        Report By
 QZ0578  HISTORY     - 1945     MONUMENTED       CGS
 QZ0578  HISTORY     - 1959     GOOD             USGS
 QZ0578  HISTORY     - 1961     GOOD             USGS
 QZ0578
 QZ0578                          STATION DESCRIPTION
 QZ0578
 QZ0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0578'THE STATION IS LOCATED ABOUT 8 MILES W OF SHOUP, AT THE BEAR
 QZ0578'TRAP LOOKOUT CABIN, 25 FEET S OF THE SE CORNER OF THE LOOKOUT
 QZ0578'CABIN, 30-1/2 FEET SE OF THE SW CORNER OF THE CABIN, AND 44
 QZ0578'FEET E OF THE CENTER OF THE ROAD.
 QZ0578'
 QZ0578'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED
 QZ0578'BEAR TRAP 1945, AND PROJECTS ABOUT 4 INCHES.  UNDERGROUND MARK
 QZ0578'IS A BRONZE STATION DISK.
 QZ0578'
 QZ0578'REFERENCE MARK 1 IS WNW OF THE STATION, 32 FEET NE OF THE
 QZ0578'SE CORNER OF THE CABIN, 22-1/2 FEET E OF THE NE CORNER OF THE
 QZ0578'CABIN, AND 4-1/2 FEET WSW OF A FLAGPOLE.  IT IS A BRONZE
 QZ0578'REFERENCE DISK SET IN CONCRETE IN DEPRESSION IN OUTCROPPING
 QZ0578'BEDROCK, STAMPED BEAR TRAP NO 1 1945, AND PROJECTS 10 INCHES.
 QZ0578'
 QZ0578'REFERENCE MARK 2 IS SE OF THE STATION, 74 FEET SE OF THE SE
 QZ0578'CORNER OF THE CABIN, AND 18 FEET SE OF THE CENTER OF THE ROAD.
 QZ0578'IT IS A BRONZE REFERENCE DISK IN CONCRETE, STAMPED BEAR TRAP
 QZ0578'NO 2 1945, AND PROJECTS ABOUT 6 INCHES.
 QZ0578'
 QZ0578'THE AZIMUTH MARK IS 2.2 MILES BY ROAD NE OF STATION AND 21
 QZ0578'FEET SSE OF THE CENTER ROAD.  IT IS A BRONZE AZIMUTH DISK IN
 QZ0578'CONCRETE, STAMPED BEAR TRAP 1945 AND PROJECTS ABOUT 5 INCHES.
 QZ0578'
 QZ0578'A TRAVERSE CONNECTION WAS MADE TO THE ALIDADE WHICH IS LOCATED
 QZ0578'IN THE CENTER OF THE BEAR TRAP LOOKOUT CABIN.
 QZ0578'
 QZ0578'TO REACH THE STATION FROM THE JUNCTION AT NORTH FORK, GO W
 QZ0578'ALONG THE SALMON RIVER FOR 17.0 MILES TO A SIDE ROAD RIGHT UP
 QZ0578'SPRING CREEK.  TURN RIGHT AND GO 2.2 MILES TO A FORK.  TAKE THE
 QZ0578'LEFT FORK AND FOLLOW THE MAIN ROAD UP THE MOUNTAIN FOR 11.4 MILES
 QZ0578'TO A FORK.  TAKE THE LEFT FORK AS PER SIGN BEAR TRAP AND GO 4.15
 QZ0578'MILES TO A SIDE ROAD LEFT.  KEEP TO THE RIGHT AND CONTINUE
 QZ0578'FOR 2.5 MILES TO THE AZIMUTH MARK ON THE LEFT JUST BEFORE
 QZ0578'REACHING A CURVE TO THE RIGHT.  CONTINUE FOR 2.2 MILES TO THE
 QZ0578'BEAR TRAP LOOKOUT CABIN AND THE STATION AS DESCRIBED.
 QZ0578
 QZ0578                          STATION RECOVERY (1959)
 QZ0578
 QZ0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 QZ0578'STATION MARK--A BRONZE STATION DISK IN CONCRETE, STAMPED---BEAR
 QZ0578'TRAP 1945---, AND PROJECTS ABOUT 4 IN.
 QZ0578
 QZ0578                          STATION RECOVERY (1961)
 QZ0578
 QZ0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QZ0578'INTERSECTED ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0577 ***********************************************************************
 QZ0577  DESIGNATION -  BEAR TRAP LOOKOUT CABIN
 QZ0577  PID         -  QZ0577
 QZ0577  STATE/COUNTY-  ID/LEMHI
 QZ0577  USGS QUAD   -  TIN CUP HILL (1991)
 QZ0577
 QZ0577                         *CURRENT SURVEY CONTROL
 QZ0577  ___________________________________________________________________
 QZ0577* NAD 83(1992)-  45 23 29.15001(N)    114 26 38.10196(W)     ADJUSTED  
 QZ0577* NAVD 88     -      2464.     (meters)    8084.     (feet)  SCALED    
 QZ0577  ___________________________________________________________________
 QZ0577  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 QZ0577  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 QZ0577
 QZ0577  HORZ ORDER  -  THIRD
 QZ0577
 QZ0577.The horizontal coordinates were established by classical geodetic methods
 QZ0577.and adjusted by the National Geodetic Survey in July 1992..
 QZ0577
 QZ0577.The orthometric height was scaled from a topographic map.
 QZ0577
 QZ0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0577
 QZ0577.The geoid height was determined by GEOID03.
 QZ0577
 QZ0577;                    North         East     Units Scale Factor Converg.
 QZ0577;SPC ID C     -   413,906.806   465,239.505   MT  0.99996222   -0 18 57.7
 QZ0577;UTM  11      - 5,029,613.239   700,081.190   MT  1.00009223   +1 49 13.2
 QZ0577
 QZ0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0577!SPC ID C     -   0.99961593  x   0.99996222  =   0.99957816
 QZ0577!UTM  11      -   0.99961593  x   1.00009223  =   0.99970812
 QZ0577
 QZ0577                          SUPERSEDED SURVEY CONTROL
 QZ0577
 QZ0577  NAD 83(1986)-  45 23 29.14995(N)    114 26 38.09326(W) AD(       ) 4
 QZ0577  NAD 27      -  45 23 29.45600(N)    114 26 34.77300(W) AD(       ) 3
 QZ0577
 QZ0577.Superseded values are not recommended for survey control.
 QZ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0577.See file dsdata.txt to determine how the superseded data were derived.
 QZ0577
 QZ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL0008129613(NAD 83)
 QZ0577
 QZ0577  HISTORY     - Date     Condition        Report By
 QZ0577  HISTORY     - 1945     MONUMENTED       CGS
 QZ0577
 QZ0577                          STATION DESCRIPTION
 QZ0577
 QZ0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0577'THE STATION IS THE ALIDADE IN THE CENTER OF THE BEAR TRAP
 QZ0577'LOOKOUT CABIN, A WOODEN STRUCTURE ABOUT 20 FEET SQUARE.  IT IS
 QZ0577'LOCATED ABOUT 8 MILES W OF SHOUP.
 QZ0577'
 QZ0577'CONNECTED BY TRAVERSE FROM TRIANGULATION STATION BEAR TRAP.
 QZ0577'DISTANCE - 11.150 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0811 ***********************************************************************
 QA0811  DESIGNATION -  BEAR VALLEY MTN LOT
 QA0811  PID         -  QA0811
 QA0811  STATE/COUNTY-  ID/VALLEY
 QA0811  USGS QUAD   -  BEAR VALLEY MTN (1972)
 QA0811
 QA0811                         *CURRENT SURVEY CONTROL
 QA0811  ___________________________________________________________________
 QA0811* NAD 83(1992)-  44 27 28.66277(N)    115 22 53.45297(W)     ADJUSTED  
 QA0811* NAVD 88     -      2528.     (meters)    8294.     (feet)  SCALED    
 QA0811  ___________________________________________________________________
 QA0811  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 QA0811  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 QA0811
 QA0811  HORZ ORDER  -  THIRD
 QA0811
 QA0811.The horizontal coordinates were established by classical geodetic methods
 QA0811.and adjusted by the National Geodetic Survey in July 1992..
 QA0811
 QA0811.The orthometric height was scaled from a topographic map.
 QA0811
 QA0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0811
 QA0811.The geoid height was determined by GEOID03.
 QA0811
 QA0811;                    North         East     Units Scale Factor Converg.
 QA0811;SPC ID W     -   310,141.431   829,324.572   MT  0.99994390   +0 15 29.1
 QA0811;SPC ID C     -   311,008.185   390,055.390   MT  1.00009597   -0 58 03.7
 QA0811;UTM  11      - 4,924,013.586   628,758.708   MT  0.99980388   +1 08 01.4
 QA0811
 QA0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0811!SPC ID W     -   0.99960590  x   0.99994390  =   0.99954982
 QA0811!SPC ID C     -   0.99960590  x   1.00009597  =   0.99970183
 QA0811!UTM  11      -   0.99960590  x   0.99980388  =   0.99940985
 QA0811
 QA0811                          SUPERSEDED SURVEY CONTROL
 QA0811
 QA0811  NAD 83(1986)-  44 27 28.66316(N)    115 22 53.44847(W) AD(       ) 4
 QA0811  NAD 27      -  44 27 29.01937(N)    115 22 50.05730(W) AD(       ) 3
 QA0811
 QA0811.Superseded values are not recommended for survey control.
 QA0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0811.See file dsdata.txt to determine how the superseded data were derived.
 QA0811
 QA0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK2875924014(NAD 83)
 QA0811
 QA0811  HISTORY     - Date     Condition        Report By
 QA0811  HISTORY     - 1959     MONUMENTED       CGS
 QA0811
 QA0811                          STATION DESCRIPTION
 QA0811
 QA0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0811'STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER.  THE
 QA0811'TOWER IS ABOUT 70 FEET HIGH AND HAS AN 8 FOOT SQUARE, 10 FEET
 QA0811'HIGH CABIN MOUNTED ON THE TOP.  IT IS ALL PAINTED SILVER WITH
 QA0811'A METAL CABIN AND A POINTED ROOF.
 QA0811'
 QA0811'STATION IS LOCATED, AIRLINE, ABOUT 3 MILES NORTH OF THE ELK
 QA0811'CREEK FOREST SERVICE RANGER STATION, 24 MILES NORTHEAST OF STANLEY
 QA0811'AND 24-1/2 MILES NORTH NORTHEAST OF LOWMAN.  IT IS ON A HIGH,
 QA0811'PROMINENT WOODED MOUNTAIN LOCALLY KNOWN AS BEAR VALLEY MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0935 ***********************************************************************
 RY0935  DESIGNATION -  BEAR WALLOW LOT
 RY0935  PID         -  RY0935
 RY0935  STATE/COUNTY-  ID/IDAHO
 RY0935  USGS QUAD   -  BIG ROCK MOUNTAIN (1995)
 RY0935
 RY0935                         *CURRENT SURVEY CONTROL
 RY0935  ___________________________________________________________________
 RY0935* NAD 83(1992)-  46 07 33.31763(N)    115 03 08.27988(W)     ADJUSTED  
 RY0935* NAVD 88     -      1604.2    (meters)    5263.     (feet)  VERTCON   
 RY0935  ___________________________________________________________________
 RY0935  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 RY0935  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 RY0935
 RY0935  HORZ ORDER  -  THIRD
 RY0935
 RY0935.The horizontal coordinates were established by classical geodetic methods
 RY0935.and adjusted by the National Geodetic Survey in July 1992..
 RY0935
 RY0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0935
 RY0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0935
 RY0935.The geoid height was determined by GEOID03.
 RY0935
 RY0935;                    North         East     Units Scale Factor Converg.
 RY0935;SPC ID W     -   495,672.530   853,919.769   MT  0.99996906   +0 30 10.7
 RY0935;UTM  11      - 5,109,882.390   650,471.338   MT  0.99987834   +1 24 15.4
 RY0935
 RY0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0935!SPC ID W     -   0.99975099  x   0.99996906  =   0.99972006
 RY0935!UTM  11      -   0.99975099  x   0.99987834  =   0.99962936
 RY0935
 RY0935                          SUPERSEDED SURVEY CONTROL
 RY0935
 RY0935  NAD 83(1986)-  46 07 33.32392(N)    115 03 08.27560(W) AD(       ) 3
 RY0935  NAD 27      -  46 07 33.62370(N)    115 03 04.85696(W) AD(       ) 3
 RY0935  NGVD 29 (07/19/86) 1602.9    (m)         5259.     (f) VERT ANG       
 RY0935
 RY0935.Superseded values are not recommended for survey control.
 RY0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0935.See file dsdata.txt to determine how the superseded data were derived.
 RY0935
 RY0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM5047109882(NAD 83)
 RY0935_MARKER: 57 = LOOKOUT TOWER
 RY0935
 RY0935  HISTORY     - Date     Condition        Report By
 RY0935  HISTORY     - 1965     FIRST OBSERVED   USGS
 RY0935
 RY0935                          STATION DESCRIPTION
 RY0935
 RY0935'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RY0935'LOCATED ABOUT 28 MI. NE. OF ELK CITY, IDAHO, 6 MI. W. OF MOOSE
 RY0935'CREEK RANGER STATION, 2 MI. N. OF THE SELWAY RIVER ON A BORE RIDGE
 RY0935'BETWEEN THREE LINKS CREEK AND MEEKER CREEK.
 RY0935'
 RY0935'STATION MARK--A 5 INCH BOLT DRIVEN FLUSH WITH GROUND, CENTERED UNDER
 RY0935'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0770 ***********************************************************************
 PZ0770  DESIGNATION -  BEAUTY RESET
 PZ0770  PID         -  PZ0770
 PZ0770  STATE/COUNTY-  ID/CUSTER
 PZ0770  USGS QUAD   -  BORAH PEAK (1967)
 PZ0770
 PZ0770                         *CURRENT SURVEY CONTROL
 PZ0770  ___________________________________________________________________
 PZ0770* NAD 83(1992)-  44 08 14.60076(N)    113 46 51.96444(W)     ADJUSTED  
 PZ0770* NAVD 88     -      3861.2    (meters)   12668.     (feet)  VERTCON   
 PZ0770  ___________________________________________________________________
 PZ0770  LAPLACE CORR-           8.68  (seconds)                    DEFLEC99
 PZ0770  GEOID HEIGHT-         -11.20  (meters)                     GEOID03
 PZ0770
 PZ0770  HORZ ORDER  -  FIRST
 PZ0770
 PZ0770.The horizontal coordinates were established by classical geodetic methods
 PZ0770.and adjusted by the National Geodetic Survey in July 1992..
 PZ0770
 PZ0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0770
 PZ0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0770
 PZ0770.The geoid height was determined by GEOID03.
 PZ0770
 PZ0770;                    North         East     Units Scale Factor Converg.
 PZ0770;SPC ID C     -   274,483.489   517,515.551   MT  0.99995114   +0 09 08.8
 PZ0770;UTM  12      - 4,890,893.823   277,540.095   MT  1.00020869   -1 56 15.0
 PZ0770
 PZ0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0770!SPC ID C     -   0.99939668  x   0.99995114  =   0.99934785
 PZ0770!UTM  12      -   0.99939668  x   1.00020869  =   0.99960524
 PZ0770
 PZ0770|---------------------------------------------------------------------|
 PZ0770| PID    Reference Object                     Distance      Geod. Az  |
 PZ0770|                                                           dddmmss.s |
 PZ0770| CN3921 BEAUTY RM 2                           6.897 METERS 08208     |
 PZ0770| PZ0769 12655 VA                              1.338 METERS 10112     |
 PZ0770| CN3920 BEAUTY RM 1                          11.208 METERS 16258     |
 PZ0770| OY1001 PORPHYRY                            APPROX.26.9 KM 2111343.9 |
 PZ0770|---------------------------------------------------------------------|
 PZ0770
 PZ0770                          SUPERSEDED SURVEY CONTROL
 PZ0770
 PZ0770  NAD 83(1986)-  44 08 14.59876(N)    113 46 51.95681(W) AD(       ) 1
 PZ0770  NAD 27      -  44 08 14.89959(N)    113 46 48.85401(W) AD(       ) 1
 PZ0770  NGVD 29 (07/19/86) 3859.5    (m)        12662.     (f) VERT ANG       
 PZ0770
 PZ0770.Superseded values are not recommended for survey control.
 PZ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0770.See file dsdata.txt to determine how the superseded data were derived.
 PZ0770
 PZ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP7754090894(NAD 83)
 PZ0770_MARKER: H = DRILL HOLE
 PZ0770_SETTING: 80 = SET IN A BOULDER
 PZ0770_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PZ0770
 PZ0770  HISTORY     - Date     Condition        Report By
 PZ0770  HISTORY     - 1915     MONUMENTED       USGS
 PZ0770  HISTORY     - 1932     GOOD             USGS
 PZ0770  HISTORY     - 1956     GOOD             USGS
 PZ0770  HISTORY     - 1965     GOOD             CGS
 PZ0770  HISTORY     - 1967     GOOD             USGS
 PZ0770
 PZ0770                          STATION DESCRIPTION
 PZ0770
 PZ0770'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 PZ0770'LOCATED ABOUT 6 MI NE. OF DICKEY POST OFFICE.  ON HIGHEST PEAK IN
 PZ0770'BIG LOST RIVER RANGE, MT. BORAH.
 PZ0770'
 PZ0770'STATION MARK--HOLE DRILLED FOR TABLET, CENTERED UNDER LARGE
 PZ0770'MONUMENT.
 PZ0770'
 PZ0770'RM 1--CHISELED CROSS ON SOLID ROCK S.
 PZ0770
 PZ0770                          STATION RECOVERY (1932)
 PZ0770
 PZ0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1932
 PZ0770'RECOVERED IN GOOD CONDITION.
 PZ0770
 PZ0770                          STATION RECOVERY (1956)
 PZ0770
 PZ0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0770'RECOVERED IN GOOD CONDITION.
 PZ0770'
 PZ0770'TO REACH FROM DICKEY, DRIVE 1.2 MI S. ON U.S. HWY. 93.  TURN LEFT
 PZ0770'FOLLOW ROAD S. ALONG FENCE 0.1 MI.  TURN LEFT WITH ROAD 0.75 MI
 PZ0770'TO X-RDS., GO STRAIGHT AHEAD 0.4 MI TO Y-FORK.  TAKE LEFT FORK
 PZ0770'1.2 MI TO DITCH.  CROSS NW. OF HEADGATE 0.15 MI TO Y-FORK.  TAKE
 PZ0770'RIGHT FORK 0.6 MI TO CAMPGROUND AND WATER ON RIGHT, CONTINUE ON
 PZ0770'POOR ROAD UP CANYON 0.8 MI TO END OF ROAD.  PACK LEFT (N.) UP SIDE
 PZ0770'DRAIN TO TIMBERED SADDLE, THENCE RIGHT (E.) UP RIDGE TO TOP AND
 PZ0770'STATION.  AT LEAST 6-HOURS TOUGH PACK WITH LOAD.  A 25-50 FT ROPE
 PZ0770'IS NEEDED FOR SAFE CROSSING OF A KNIFE-EDGED SNOW DRIFT IN SADDLE
 PZ0770'HIGH UP ON RIDGE (VISIBLE FROM DICKEY).  SLEET SQUALLS CAN BE
 PZ0770'EXPECTED ANY TIME OF THE YEAR.  IT IS RECOMMENDED THAT A SPIKE
 PZ0770'CAMP BE ESTABLISHED EITHER JUST BELOW YELLOW OUTCROP VISIBLE FROM
 PZ0770'DICKEY OR IN SADDLE JUST E. OF AND ABOUT 800 FT BELOW TOP.  THE
 PZ0770'1956 CAMP WAS IN THE SADDLE.  HORSES CAN PROBABLY BE GOTTEN TO
 PZ0770'JUST BELOW YELLOW OUTCROP VIA NEXT DRAIN N. OF DESCRIBED ROAD.
 PZ0770'
 PZ0770'STATION MARK--STANDARD TABLET STAMPED---BEAUTY 1915 1956---, SET IN
 PZ0770'EXACT LOCATION OF 1915 DRILL HOLE.
 PZ0770'
 PZ0770'RM 1--STANDARD RM TABLET STAMPED---NO 1 1956---, SET IN ROCK, 5.4
 PZ0770'FT LOWER THAN STATION MARK.
 PZ0770'
 PZ0770'RM 2--STANDARD RM TABLET STAMPED---NO 2 1956---, SET IN ROCK, 5.8
 PZ0770'FT LOWER THAN STATION MARK.
 PZ0770'
 PZ0770'RM 3--STANDARD TABLET STAMPED---VA 12655---, SET IN BOULDER, 0.3
 PZ0770'FT HIGHER THAN STATION MARK.
 PZ0770
 PZ0770                          STATION RECOVERY (1965)
 PZ0770
 PZ0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 PZ0770'THE STATION IS LOCATED ABOUT 6 AIRLINE MILES EAST OF DICKEY, 19
 PZ0770'AIRLINE MILES NORTHWEST OF MACKAY AND ABOUT 35 AIRLINE MILES
 PZ0770'SOUTHEAST OF CHALLIS.  ON THE HIGHEST POINT IN IDAHO WHICH IS
 PZ0770'KNOWN AS MT. BORAH.
 PZ0770'
 PZ0770'TO REACH STATION BEAUTY FROM THE POST OFFICE IN MACKAY, GO WEST
 PZ0770'ON MAIN STREET FOR 1/2 BLOCK TO U.S. HIGHWAY ALTERNATE 93.  TURN
 PZ0770'RIGHT AND GO NORTHWEST ON U.S. HIGHWAY ALTERNATE 93 FOR 20.8
 PZ0770'MILES TO A SIDE ROAD RIGHT AT SIGN ACCESS TO MT. BORAH.  TURN
 PZ0770'RIGHT AND GO EAST ON A TRACK ROAD FOR 0.25 MILE TO A WIRE GATE,
 PZ0770'PASS THROUGH THE GATE AND CONTINUE EASTERLY ON THE TRACK ROAD
 PZ0770'FOR 2.55 MILES TO END OF TRUCK TRAVEL.  FROM HERE FLY EAST ON A
 PZ0770'TRUE CORSE OF 087 DEGREES FOR ABOUT 2 MILES TO THE HIGHEST
 PZ0770'POINT OF THE MOUNTAIN RANGE AND STATION BEAUTY.
 PZ0770'
 PZ0770'THE STATION WAS VISITED BY HELICOPTER.  THERE IS ROOM TO LAND
 PZ0770'AT THE STATION BUT NO SUITABLE PLACE TO CAMP.  WE LEVELED ROCKS
 PZ0770'ON THE EAST SLOPE OF THE HILL TO ERECT A TENT BUT IT IS VERY
 PZ0770'DANGEROUS DUE TO THE SHEER CLIFF JUST EAST OF THE CAMP AREA.  THE
 PZ0770'CAMP AREA IS ABOUT A 10 MINUTE PACK FROM THE STATION.
 PZ0770'
 PZ0770'THE STATION MARK IS A USGS STATION DISK STAMPED BEAUTY 1915 1956,
 PZ0770'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 PZ0770'THE SURFACE.
 PZ0770'
 PZ0770'REFERENCE MARK 1 IS A USGS REFERENCE MARK DISK STAMPED BEAUTY NO 1
 PZ0770'1956, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2
 PZ0770'INCHES AND AND ABOUT 5 FEET LOWER THAN THE STATION.
 PZ0770'
 PZ0770'REFERENCE MARK 2 IS A USGS REFERENCE MARK DISK STAMPED BEAUTY NO
 PZ0770'2 1956, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6
 PZ0770'INCHES AND ABOUT 1 FOOT LOWER THAN THE STATION.
 PZ0770'
 PZ0770'USGS BM IS STAMPED ELEVATION 12655 FT. VA, CEMENTED IN A DRILL
 PZ0770'HOLE IN A BOULDER WHICH PROJECTS 1 INCH AND IT IS ABOUT THE SAME
 PZ0770'ELEVATION AS THE STATION.
 PZ0770'
 PZ0770'TRIANGULATION STATION CHILLY WAS USED FOR AN AZIMUTH MARK FOR THIS
 PZ0770'STATION.
 PZ0770
 PZ0770                          STATION RECOVERY (1967)
 PZ0770
 PZ0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PZ0770'THE DRILL HOLE DESCRIBED BY USGS WAS RECOVERED
 PZ0770'APPARENTLY UNDISTURBED, A STANDARD TABLET AS DESCRIBED BELOW WAS SET
 PZ0770'IN THIS HOLE.  NEW DESCRIPTION BY USGS, 1956 AS FOLLOWS--
 PZ0770'
 PZ0770'LOCATED ABOUT 6 MI. E. OF DICKEY ON THE TOP OF MT. BORAH, KNOWN AS
 PZ0770'THE HIGHEST PEAK IN IDAHO.
 PZ0770'
 PZ0770'REACHED BY HELICOPTER.
 PZ0770'
 PZ0770'TO REACH FROM DICKEY, DRIVE S. ON U.S. HIGHWAY 93 FOR 1.2 MI., TURN
 PZ0770'LEFT AND FOLLOW RD. S. ALONG FENCE 0.1 MI., TURN LEFT WITH RD. 0.75
 PZ0770'MI. TO X-RDS., GO STRAIGHT AHEAD 0.4 MI. TO Y-FORK, TAKE LEFT FORK
 PZ0770'1.2 MI. TO DITCH, CROSS NW. OF HEADGATE AND GO 0.15 MI. TO Y-FORK,
 PZ0770'TAKE RIGHT FORK 0.6 MI. TO CAMP GROUND AND WATER ON RIGHT, CONTINUE
 PZ0770'ON POOR ROAD UP CANYON 0.8 MI. TO END OF RD.  PACK LEFT (N.) UP SIDE
 PZ0770'DRAIN TO TIMBERED SADDLE, THENCE RIGHT (E.) UP RIDGE TO TOP AND
 PZ0770'STATION.  AT LEAST 6-HOURS TOUGH PACK WITH LOAD.  A 25-50 FT. ROPE
 PZ0770'IS NEEDED FOR SAFE CROSSING OF A KNIFE-EDGED SNOW DRIFT IN SADDLE
 PZ0770'HIGH UP ON RIDGE (VISIBLE FROM DICKEY).  SLEET SQUALLS CAN BE
 PZ0770'EXPECTED ANY TIME OF THE YEAR, IT IS RECOMMENDED THAT A SPIKE CAMP
 PZ0770'BE ESTABLISHED EITHER JUST BELOW YELLOW OUTCROP VISIBLE FROM DICKEY
 PZ0770'OR IN SADDLE JUST E. OF AND ABOUT 800 FT. BELOW TOP.  THE 1956 CAMP
 PZ0770'WAS IN THE SADDLE.  HORSES CAN PROBABLY BE GOTTEN TO JUST BELOW
 PZ0770'YELLOW OUTCROP VIA NEXT DRAIN N. OF DESCRIBED RD.
 PZ0770'
 PZ0770'STATION MARK--STANDARD TABLET STAMPED ---BEAUTY 1915 1956--- SET IN
 PZ0770'ORIGINAL DRILL HOLE.
 PZ0770'
 PZ0770'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 PZ0770'---NO 1 1956--- SET IN ROCK, 36.75 FT. FROM STATION MARK AND 5.4 FT.
 PZ0770'LOWER, S 17 DEG 02 MIN E.
 PZ0770'
 PZ0770'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 PZ0770'---NO 2 1956--- SET IN ROCK, 22.60 FT. FROM STATION MARK AND 5.8 FT.
 PZ0770'LOWER, S 82 DEG 07 MIN E.
 PZ0770'
 PZ0770'REFERENCE MARK NO. 3--STANDARD TABLET STAMPED ---VA 12655--- SET IN
 PZ0770'BOULDER, 4.36 FT. FROM STATION MARK AND 0.3 FT. HIGHER,
 PZ0770'S 78 DEG 38 MIN E.  (NOTE BY USGS, 1967--REFERENCE MARK NO. 3
 PZ0770'WHICH IS SET IN A LOOSE BOULDER IS EASILY MOVABLE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0660 ***********************************************************************
 RY0660  DESIGNATION -  BEAVER
 RY0660  PID         -  RY0660
 RY0660  STATE/COUNTY-  ID/CLEARWATER
 RY0660  USGS QUAD   -  HEADQUARTERS (1994)
 RY0660
 RY0660                         *CURRENT SURVEY CONTROL
 RY0660  ___________________________________________________________________
 RY0660* NAD 83(1992)-  46 43 39.66921(N)    115 47 44.62910(W)     ADJUSTED  
 RY0660* NAVD 88     -      1106.556  (meters)    3630.43   (feet)  ADJUSTED  
 RY0660  ___________________________________________________________________
 RY0660  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 RY0660  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 RY0660  DYNAMIC HT  -        1106.365 (meters)    3629.80  (feet)  COMP
 RY0660  MODELED GRAV-     980,403.3   (mgal)                       NAVD 88
 RY0660
 RY0660  HORZ ORDER  -  THIRD
 RY0660  VERT ORDER  -  SECOND    CLASS 0
 RY0660
 RY0660.The horizontal coordinates were established by classical geodetic methods
 RY0660.and adjusted by the National Geodetic Survey in July 1992..
 RY0660
 RY0660.The orthometric height was determined by differential leveling
 RY0660.and adjusted by the National Geodetic Survey in June 1991..
 RY0660
 RY0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0660
 RY0660.The geoid height was determined by GEOID03.
 RY0660
 RY0660.The dynamic height is computed by dividing the NAVD 88
 RY0660.geopotential number by the normal gravity value computed on the
 RY0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0660.degrees latitude (g = 980.6199 gals.).
 RY0660
 RY0660.The modeled gravity was interpolated from observed gravity values.
 RY0660
 RY0660;                    North         East     Units Scale Factor Converg.
 RY0660;SPC ID W     -   562,324.339   796,504.537   MT  0.99993348   -0 01 59.9
 RY0660;UTM  11      - 5,175,607.717   592,019.029   MT  0.99970408   +0 52 36.8
 RY0660
 RY0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0660!SPC ID W     -   0.99982914  x   0.99993348  =   0.99976264
 RY0660!UTM  11      -   0.99982914  x   0.99970408  =   0.99953327
 RY0660
 RY0660|---------------------------------------------------------------------|
 RY0660| PID    Reference Object                     Distance      Geod. Az  |
 RY0660|                                                           dddmmss.s |
 RY0660| RY0661 BEAVER RM 1                          12.446 METERS 02743     |
 RY0660| CH6394 BEAVER SUB PT B                                    17605     |
 RY0660| RY0987 BEAVER AZ MK                        APPROX. 1.0 KM 1881222.3 |
 RY0660| CH6393 BEAVER SUB PT A                                    21037     |
 RY0660| RY0662 BEAVER RM 2                          11.964 METERS 31307     |
 RY0660|---------------------------------------------------------------------|
 RY0660
 RY0660                          SUPERSEDED SURVEY CONTROL
 RY0660
 RY0660  NAD 83(1986)-  46 43 39.67400(N)    115 47 44.62744(W) AD(       ) 3
 RY0660  NAD 27      -  46 43 39.99940(N)    115 47 41.09350(W) AD(       ) 3
 RY0660  NGVD 29 (??/??/92) 1105.373  (m)         3626.54   (f) ADJ UNCH    2 0
 RY0660
 RY0660.Superseded values are not recommended for survey control.
 RY0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0660.See file dsdata.txt to determine how the superseded data were derived.
 RY0660
 RY0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM9201975608(NAD 83)
 RY0660_MARKER: DS = TRIANGULATION STATION DISK
 RY0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0660_STAMPING: BEAVER 1959
 RY0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0660+STABILITY: SURFACE MOTION
 RY0660
 RY0660  HISTORY     - Date     Condition        Report By
 RY0660  HISTORY     - 1959     MONUMENTED       CGS
 RY0660  HISTORY     - 1959     GOOD             CGS
 RY0660  HISTORY     - 1978     GOOD             NGS
 RY0660  HISTORY     - 1978     GOOD             NGS
 RY0660
 RY0660                          STATION DESCRIPTION
 RY0660
 RY0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0660'STATION IS ABOUT 7 MILES NORTH OF HEADQUARTERS, 6-1/2 MILES
 RY0660'SOUTH AND 5-1/2 EAST OF THE CONFLUENCE OF THE LITTLE NORTH
 RY0660'FORK AND THE NORTH FORK OF THE CLEARWATER RIVER AND 3 MILES EAST
 RY0660'OF CAMP 61.  ABOUT THE CENTER, NEAR THE LINE BETWEEN SECTIONS
 RY0660'11 AND 14, T 39 N, R 5 E.
 RY0660'
 RY0660'TO REACH FROM THE POST OFFICE IN HEADQUARTERS, GO NORTHWEST
 RY0660'FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.15 MILE
 RY0660'TO A FORK, TAKE THE LEFT FORK AND GO 1.5 MILES TO A T-JUNCTION,
 RY0660'TURN RIGHT AND GO 6.5 MILES TO AZIMUTH MARK ON THE LEFT (JUST
 RY0660'BEFORE REACHING A SIDE ROAD RIGHT LEADING TO CAMP 6), CONTINUE
 RY0660'ON GRAVEL ROAD FOR 0.5 MILE TO A FORK, TAKE LEFT FORK FOR 0.15
 RY0660'MILE TO THE STATION ON THE RIGHT, ON TOP OF A 10 FOOT HIGH
 RY0660'CUTBANK.
 RY0660'
 RY0660'STATION MARKS ARE STANDARD DISKS, STAMPED BEAVER 1959.  THE
 RY0660'SURFACE DISK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 RY0660'PROJECTING 4 INCHES.  IT IS 39 FEET SOUTHEAST OF A 16 INCH
 RY0660'CEDAR TREE WITH A TRIANGLE BLAZE ON THE SOUTHEAST SIDE AND
 RY0660'33 FEET NORTHEAST OF THE CENTER OF GRAVEL ROAD.  A 4 IN X 4 IN
 RY0660'WHITE WITNESS POST WAS SET 3 FEET SOUTHEAST OF THE MARK.  THE
 RY0660'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 RY0660'INCHES BELOW THE GROUND SURFACE.
 RY0660'
 RY0660'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAVER NO 1 1959,
 RY0660'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 RY0660'5 INCHES.  IT IS 70 FEET NORTHEAST OF THE CENTER OF THE GRAVEL
 RY0660'ROAD AND 44 FEET EAST OF THE CEDAR TREE.
 RY0660'
 RY0660'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEAVER NO 2 1959,
 RY0660'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 RY0660'6 INCHES.  IT IS 28 FEET NORTHEAST OF THE CENTER OF THE GRAVEL
 RY0660'ROAD AND 5 FEET SOUTH OF THE CEDAR TREE.
 RY0660'
 RY0660'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEAVER 1959, SET IN
 RY0660'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 RY0660'IT IS 135 FEET WEST OF THE WEST RAIL OF RAILROAD TRACKS, 73 FEET
 RY0660'SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF A SIDE
 RY0660'ROAD LEADING EAST AND NORTH-SOUTH GRAVEL ROAD, 22 FEET WEST OF
 RY0660'THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD AND 3 FEET NORTHWEST OF
 RY0660'A TELEPHONE LINE POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 RY0660'SET 2 FEET EAST OF THE MARK.
 RY0660
 RY0660                          STATION RECOVERY (1959)
 RY0660
 RY0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 RY0660'9.0 MI N FROM HEADQUARTERS.
 RY0660'ABOUT 9.0 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0660'OFFICE AT HEADQUARTERS, 0.13 MILE NORTH OF THE JUNCTION OF A ROAD
 RY0660'LEADING EAST ALONG BEAVER CREEK, 30 FEET NORTHEAST OF THE CENTER LINE
 RY0660'OF THE ROAD, 40.7 FEET SOUTH OF BEAVER RM 1, 38.8 FEET SOUTHEAST OF
 RY0660'BEAVER RM 2, 2 FEET NORTHWEST OF A WITNESS POST, ABOUT 11 FEET HIGHER
 RY0660'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 RY0660'FOOT ABOVE THE GROUND.
 RY0660
 RY0660                          STATION RECOVERY (1978)
 RY0660
 RY0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RY0660'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 RY0660'RECOVERED.  COMPARING 1978 WORK WITH 1959 SHOWS--R.M. 1 MEASURES
 RY0660'0.026 METER SHORTER, R.M. 2 MEASURES 0.012 METER LONGER.  ANGLE
 RY0660'FROM THE AZIMUTH MARK TO REFERENCE MARK NO. 1 IS 3 MINUTES 26
 RY0660'SECONDS SMALLER.  ANGLE FROM THE AZIMUTH MARK TO REFERENCE MARK
 RY0660'NO. 2 IS 2 MINUTES 40 SECONDS SMALLER.  NONE OF THE MARKS SHOW
 RY0660'ANY SIGNS OF BEING DISTURBED.
 RY0660'
 RY0660'THE STATION IS ABOUT 7 MILES NORTH OF HEADQUARTERS, 6-1/2 MILES
 RY0660'SOUTH AND 5-1/2 MILES EAST OF THE CONFLUENCE OF THE LITTLE NORTH
 RY0660'FORK AND THE NORTH FORK OF THE CLEARWATER RIVER AND ABOUT THE
 RY0660'CENTER, NEAR THE LINE BETWEEN SECTIONS 11 AND 14, T 39 N, R 5
 RY0660'E..
 RY0660'
 RY0660'REACHED FROM THE MAIN ROAD INTERSECTION IN THE VILLAGE OF
 RY0660'HEADQUARTERS BY GOING NORTHERLY ON FOREST SERVICE ROAD NO. 247
 RY0660'(BLACKTOP ROAD) FOR 1.5 MILES, KEEP RIGHT FORK 6.6 MILES TO A SHORT
 RY0660'ROAD CONNECTING THE OLD AND NEW ROADS AND THE AZIMUTH MARK ON THE
 RY0660'LEFT ABOUT 45 YARDS WEST OF THE NEW ROAD AND 20 YARDS SOUTH OF
 RY0660'THE SHORT ROAD CONNECTING THE TWO ROADS.  CONTINUE NORTH ON THE
 RY0660'BLACKTOP ROAD FOR 0.4 MILE, KEEP LEFT FORK 0.15 MILE TO A
 RY0660'SHARP CURVE TO THE LEFT AND THE STATION ON THE TOP OF THE 10-FOOT
 RY0660'BANK ON THE RIGHT ABOUT 33 FEET NORTHEAST OF THE CENTER OF
 RY0660'THE ROAD.
 RY0660'
 RY0660'THE STATION MARK, STAMPED BEAVER 1959, IS A STANDARD DISK SET IN A
 RY0660'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ON LINE WITH
 RY0660'THE PROJECTED EAST EDGE OF THE BLACKTOP ROAD VISIBLE BETWEEN THE
 RY0660'AZIMUTH MARK AND THE STATION, ABOUT 10 FEET HIGHER THAN THE ROAD
 RY0660'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 RY0660'
 RY0660'REFERENCE MARK NO. 1, STAMPED BEAVER NO 1 1959, IS A STANDARD DISK
 RY0660'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS ON THE
 RY0660'EAST SLOPE OF THE RIDGE, ABOUT 3 FEET LOWER THAN THE STATION MARK.
 RY0660'
 RY0660'REFERENCE MARK NO. 2, STAMPED BEAVER NO 2 1959, IS A STANDARD DISK
 RY0660'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES, ON THE SOUTH
 RY0660'SIDE AND IS FLUSH WITH THE BANK ON THE NORTH SIDE.  IT IS ON THE
 RY0660'SLOPING AREA ABOUT 5 FEET NORTH OF THE ROAD CUT AND 1 FOOT HIGHER
 RY0660'THAN THE STATION MARK.
 RY0660'
 RY0660'THE AZIMUTH MARK, STAMPED BEAVER 1959, IS A STANDARD DISK SET IN A
 RY0660'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 21 FEET WEST OF
 RY0660'AND 3 FEET HIGHER THAN THE CENTER OF THE OLD ROAD, 3 FEET WEST OF
 RY0660'THE TOP OF THE CUT BANK AND 1 FOOT EAST OF A METAL WITNESS POST.
 RY0660'
 RY0660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTH OF
 RY0660'HEADQUARTERS.
 RY0660
 RY0660                          STATION RECOVERY (1978)
 RY0660
 RY0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RY0660'REACHED FROM THE MAIN ROAD INTERSECTION IN THE VILLAGE OF
 RY0660'HEADQUARTERS BY GOING NORTHERLY ON FOREST SERVICE ROAD NO. 247 FOR
 RY0660'1.5 MILES KEEP RIGHT FORK 7.05 MILES. KEEP LEFT FORK 0.15 MILE TO A
 RY0660'SHARP CURVE TO THE LEFT AND THE MARK ON THE 10-FOOT BANK ON THE
 RY0660'RIGHT, 33 FEET NORTHEAST OF THE CENTER OF THE ROAD, ON LINE WITH THE
 RY0660'EAST EDGE OF THE BLACKTOP ROAD VISIBLE TO THE SOUTH AND 1 FOOT NORTH
 RY0660'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 MS0782 ***********************************************************************
 MS0782  DESIGNATION -  BEAVER
 MS0782  PID         -  MS0782
 MS0782  STATE/COUNTY-  ID/CASSIA
 MS0782  USGS QUAD   -  POLE CREEK (1990)
 MS0782
 MS0782                         *CURRENT SURVEY CONTROL
 MS0782  ___________________________________________________________________
 MS0782* NAD 83(1994)-  41 59 35.26861(N)    113 59 22.82358(W)     ADJUSTED  
 MS0782* NAVD 88     -      1510.4    (meters)    4955.     (feet)  VERTCON   
 MS0782  ___________________________________________________________________
 MS0782  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 MS0782  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 MS0782
 MS0782  HORZ ORDER  -  SECOND
 MS0782
 MS0782.The horizontal coordinates were established by classical geodetic methods
 MS0782.and adjusted by the National Geodetic Survey in November 1997..
 MS0782
 MS0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0782
 MS0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 MS0782
 MS0782.The geoid height was determined by GEOID03.
 MS0782
 MS0782;                    North         East     Units Scale Factor Converg.
 MS0782;SPC ID C     -    36,258.439   500,855.629   MT  0.99994738   +0 00 24.9
 MS0782;SPC NV E     - 8,805,163.825   332,038.767   MT  1.00011446   +1 03 59.0
 MS0782;SPC NV E     -28,888,274.98  1,089,363.85   sFT  1.00011446   +1 03 59.0
 MS0782;SPC UT N     - 1,187,286.026   293,726.301   MT  1.00004079   -1 38 29.7
 MS0782;UTM  12      - 4,653,338.088   252,363.785   MT  1.00035465   -2 00 04.4
 MS0782;UTM  11      - 4,653,398.078   749,347.127   MT  1.00036512   +2 00 54.2
 MS0782
 MS0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0782!SPC ID C     -   0.99976553  x   0.99994738  =   0.99971293
 MS0782!SPC NV E     -   0.99976553  x   1.00011446  =   0.99987997
 MS0782!SPC UT N     -   0.99976553  x   1.00004079  =   0.99980631
 MS0782!UTM  12      -   0.99976553  x   1.00035465  =   1.00012010
 MS0782!UTM  11      -   0.99976553  x   1.00036512  =   1.00013057
 MS0782
 MS0782:                Primary Azimuth Mark                     Grid Az
 MS0782:SPC ID C     -  BEAVER AZ MK                             203 52 04.9
 MS0782:SPC NV E     -  BEAVER AZ MK                             202 48 30.8
 MS0782:SPC UT N     -  BEAVER AZ MK                             205 30 59.5
 MS0782:UTM  12      -  BEAVER AZ MK                             205 52 34.2
 MS0782:UTM  11      -  BEAVER AZ MK                             201 51 35.6
 MS0782
 MS0782|---------------------------------------------------------------------|
 MS0782| PID    Reference Object                     Distance      Geod. Az  |
 MS0782|                                                           dddmmss.s |
 MS0782| CM4259 BEAVER AZ MK                                       2035229.8 |
 MS0782| CM4260 BEAVER RM 1                           8.642 METERS 23743     |
 MS0782| CQ5954 BEAVER RM 2                           8.310 METERS 31059     |
 MS0782| NV1041 SPRING                              APPROX.13.7 KM 3224613.2 |
 MS0782|---------------------------------------------------------------------|
 MS0782
 MS0782                          SUPERSEDED SURVEY CONTROL
 MS0782
 MS0782  NAD 83(1986)-  41 59 35.26730(N)    113 59 22.82151(W) AD(       ) 2
 MS0782  NAD 27      -  41 59 35.57200(N)    113 59 19.76900(W) AD(       ) 2
 MS0782  NGVD 29 (07/19/86) 1509.3    (m)         4952.     (f) VERT ANG       
 MS0782
 MS0782.Superseded values are not recommended for survey control.
 MS0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0782.See file dsdata.txt to determine how the superseded data were derived.
 MS0782
 MS0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM5236453338(NAD 83)
 MS0782_MARKER: DS = TRIANGULATION STATION DISK
 MS0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MS0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0782+STABILITY: SURFACE MOTION
 MS0782
 MS0782  HISTORY     - Date     Condition        Report By
 MS0782  HISTORY     - 1947     MONUMENTED       CGS
 MS0782
 MS0782                          STATION DESCRIPTION
 MS0782
 MS0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MS0782'STATION IS LOCATED ABOUT 20 MILES SOUTH OF OAKLEY.  IT IS
 MS0782'150 EAST OF A GRADED ROAD AT THE IDAHO-UTAH STATE LINE SIGN.
 MS0782'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MS0782'BEAVER 1947.
 MS0782'
 MS0782'REFERENCE MARK NO. 1 IS 28.35 FEET SOUTHWEST OF THE STATION.
 MS0782'THE MARK IS FLUSH AND THE DISK IS STAMPED BEAVER NO 1 1947.
 MS0782'
 MS0782'REFERENCE MARK NO. 2 IS 27.26 FEET NORTHWEST OF THE STATION.
 MS0782'THE MARK IS FLUSH AND THE DISK IS STAMPED BEAVER NO 2 1947.
 MS0782'
 MS0782'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION.  IT IS
 MS0782'25 FEET EAST OF THE CENTER OF A GRADED ROAD AND 3 FEET NORTH
 MS0782'OF A 1 X 4 INCH WITNESS POST.  THE MARK PROJECTS 2 INCHES
 MS0782'AND THE DISK IS STAMPED BEAVER 1947.
 MS0782'
 MS0782'TO REACH THE STATION FROM THE POST OFFICE IN OAKLEY, GO WEST
 MS0782'ON BLACK TOP ROAD FOR 0.5 MILE TO CROSSROAD, TURN LEFT AND
 MS0782'GO SOUTH FOR 2.1 MILES TO FORKS, TAKE LEFT FORK AND GO SOUTH
 MS0782'FOR 0.3 MILE TO FORKS, TAKE LEFT FORK AND CONTINUE FOR 9.4
 MS0782'MILES ON MAIN TRAVELED ROAD TO FORKS, TAKE LEFT FORK AND
 MS0782'CONTINUE FOR 9.3 MILES TO THE STATION ON THE LEFT AT THE STATE
 MS0782'LINE.
 MS0782'
 MS0782'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ROAD
 MS0782'FOR 0.15 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1689 ***********************************************************************
 NU1689  DESIGNATION -  BEAVER
 NU1689  PID         -  NU1689
 NU1689  STATE/COUNTY-  ID/CASSIA
 NU1689  USGS QUAD   -  SUBLETT RESERVOIR (1985)
 NU1689
 NU1689                         *CURRENT SURVEY CONTROL
 NU1689  ___________________________________________________________________
 NU1689* NAD 83(1994)-  42 17 47.36893(N)    113 00 41.51574(W)     ADJUSTED  
 NU1689* NAVD 88     -      2174.6    (meters)    7135.     (feet)  VERTCON   
 NU1689  ___________________________________________________________________
 NU1689  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 NU1689  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 NU1689
 NU1689  HORZ ORDER  -  SECOND
 NU1689
 NU1689.The horizontal coordinates were established by classical geodetic methods
 NU1689.and adjusted by the National Geodetic Survey in November 1997..
 NU1689
 NU1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1689
 NU1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1689
 NU1689.The geoid height was determined by GEOID03.
 NU1689
 NU1689;                    North         East     Units Scale Factor Converg.
 NU1689;SPC ID C     -    70,425.984   581,510.147   MT  1.00002909   +0 39 54.9
 NU1689;SPC ID E     -    70,298.477   130,331.552   MT  1.00000707   -0 34 06.9
 NU1689;UTM  12      - 4,684,655.444   334,181.985   MT  0.99993832   -1 21 14.4
 NU1689
 NU1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1689!SPC ID C     -   0.99966124  x   1.00002909  =   0.99969033
 NU1689!SPC ID E     -   0.99966124  x   1.00000707  =   0.99966831
 NU1689!UTM  12      -   0.99966124  x   0.99993832  =   0.99959959
 NU1689
 NU1689|---------------------------------------------------------------------|
 NU1689| PID    Reference Object                     Distance      Geod. Az  |
 NU1689|                                                           dddmmss.s |
 NU1689| CQ5955 BEAVER RM 1                           4.841 METERS 08820     |
 NU1689| CQ5956 BEAVER RM 2                           8.377 METERS 18217     |
 NU1689| NU1688 HEGLAR                              APPROX.10.8 KM 3594557.6 |
 NU1689|---------------------------------------------------------------------|
 NU1689
 NU1689                          SUPERSEDED SURVEY CONTROL
 NU1689
 NU1689  NAD 83(1992)-  42 17 47.36493(N)    113 00 41.50733(W) AD(       ) 2
 NU1689  NAD 83(1986)-  42 17 47.36375(N)    113 00 41.50449(W) AD(       ) 2
 NU1689  NAD 27      -  42 17 47.66936(N)    113 00 38.54145(W) AD(       ) 2
 NU1689  NGVD 29 (07/19/86) 2173.4    (m)         7131.     (f) VERT ANG       
 NU1689
 NU1689.Superseded values are not recommended for survey control.
 NU1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1689.See file dsdata.txt to determine how the superseded data were derived.
 NU1689
 NU1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3418284655(NAD 83)
 NU1689_MARKER: DD = SURVEY DISK
 NU1689_SETTING: 0 = UNSPECIFIED SETTING
 NU1689
 NU1689  HISTORY     - Date     Condition        Report By
 NU1689  HISTORY     - 1968     MONUMENTED       USGS
 NU1689
 NU1689                          STATION DESCRIPTION
 NU1689
 NU1689'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FLA)
 NU1689'LOCATED ABOUT 22 MI. NE. OF STREVELL.  ABOUT 18 MI. W. OF MALTA.
 NU1689'IN THE SUBLETT RANGE, ON THE MOST EASTERLY OF THE TWO HIGHEST
 NU1689'BARE TOPS IN THE VICINITY.
 NU1689'
 NU1689'TO REACH FROM MALTA DRIVE N. ON U.S. HIGHWAY 30S FOR 0.5 MI.
 NU1689'TO A GRAVEL CROSSROAD AT LARGE METAL STORAGE TANKS.  TURN RIGHT
 NU1689'AND GO E. FOR 3.7 MI. TO A RD. INTERSECTION, (TRIANGULATION
 NU1689'STATION MALTA IS AT THIS INTERSECTION).  CONTINUE ON THE MAIN
 NU1689'GRAVEL RD. FOR 7.5 MI. TO A Y-RD. AND A SIGN SUBLETT RESERVOIR,
 NU1689'TURN RIGHT AND GO TOWARD SUBLETT RESERVOIR FOR 1.7 MI. AND A
 NU1689'T-RD. S. AT SUBLETT NEAR THE OLD CHURCH.  TURN RIGHT AND GO
 NU1689'S. FOR 2.6 MI. TO A REVERSE Y-RD. JUST N. OF THE FREEWAY
 NU1689'UNDERPASS.  TURN SHARP LEFT AND FOLLOW THE SIGN COLD SPRINGS CANYON
 NU1689'FOR 2.9 MI. TO A Y-RD. JUST E. OF FARM BUILDINGS.  TURN
 NU1689'LEFT CONTINUE UP THE VALLEY FOR 1.7 MI. TO A GATE.
 NU1689'CONTINUE UP THE VALLEY FOR 1.9 MI. TO A GATE AND A SIGN
 NU1689'SAWTOOTH NATIONAL FOREST.  TAKE THE LEFT GATE AND FOLLOW
 NU1689'THE MAIN RD. FOR 2.5 MI. TO A FENCE IN A SADDLE (4-WHEEL
 NU1689'DRIVE FROM HERE).  TURN LEFT UP THE RIDGE ALONG THE S. SIDE OF
 NU1689'THE FENCELINE FOR 0.3 MI.  THEN CROSS TO N. SIDE OF
 NU1689'FENCELINE AND CONTINUE UP AND ALONG THE RIDGE FOR 0.7 MI.
 NU1689'TO THE HIGHEST TOP AND STATION SITE.
 NU1689'
 NU1689'STATION MARK--A STANDARD USGS TABLET STAMPED BEAVER 1968, SET
 NU1689'ON COPPERWELD ROD.
 NU1689'
 NU1689'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NU1689'STAMPED NO 1 1968 SET ON COPPERWELD ROD.
 NU1689'
 NU1689'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NU1689'STAMPED NO 2 1968 SET ON COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0979 ***********************************************************************
 TO0979  DESIGNATION -  BEAVER
 TO0979  PID         -  TO0979
 TO0979  STATE/COUNTY-  ID/BONNER
 TO0979  USGS QUAD   -  HOPE (1996)
 TO0979
 TO0979                         *CURRENT SURVEY CONTROL
 TO0979  ___________________________________________________________________
 TO0979* NAD 83(1992)-  48 12 57.27649(N)    116 21 25.58049(W)     ADJUSTED  
 TO0979* NAVD 88     -       647.     (meters)    2123.     (feet)  SCALED    
 TO0979  ___________________________________________________________________
 TO0979  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 TO0979  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 TO0979
 TO0979  HORZ ORDER  -  SECOND
 TO0979
 TO0979.The horizontal coordinates were established by classical geodetic methods
 TO0979.and adjusted by the National Geodetic Survey in July 1992..
 TO0979
 TO0979.The orthometric height was scaled from a topographic map.
 TO0979
 TO0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0979
 TO0979.The geoid height was determined by GEOID03.
 TO0979
 TO0979;                    North         East     Units Scale Factor Converg.
 TO0979;SPC ID W     -   727,951.338   754,886.989   MT  0.99995833   -0 27 09.7
 TO0979;UTM  11      - 5,340,497.980   547,756.466   MT  0.99962802   +0 28 45.8
 TO0979
 TO0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0979!SPC ID W     -   0.99990126  x   0.99995833  =   0.99985959
 TO0979!UTM  11      -   0.99990126  x   0.99962802  =   0.99952932
 TO0979
 TO0979:                Primary Azimuth Mark                     Grid Az
 TO0979:SPC ID W     -  HEINE                                    017 08 18.4
 TO0979:UTM  11      -  HEINE                                    016 12 22.9
 TO0979
 TO0979|---------------------------------------------------------------------|
 TO0979| PID    Reference Object                     Distance      Geod. Az  |
 TO0979|                                                           dddmmss.s |
 TO0979| TO1013 HEINE                               APPROX. 5.7 KM 0164108.7 |
 TO0979|---------------------------------------------------------------------|
 TO0979
 TO0979                          SUPERSEDED SURVEY CONTROL
 TO0979
 TO0979  NAD 83(1986)-  48 12 57.28685(N)    116 21 25.57379(W) AD(       ) 2
 TO0979  NAD 27      -  48 12 57.54980(N)    116 21 21.90827(W) AD(       ) 2
 TO0979
 TO0979.Superseded values are not recommended for survey control.
 TO0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0979.See file dsdata.txt to determine how the superseded data were derived.
 TO0979
 TO0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4775640498(NAD 83)
 TO0979_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0979_SETTING: 66 = SET IN ROCK OUTCROP
 TO0979
 TO0979  HISTORY     - Date     Condition        Report By
 TO0979  HISTORY     - 1947     MONUMENTED       CGS
 TO0979
 TO0979                          STATION DESCRIPTION
 TO0979
 TO0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO0979'THE STATION IS ON WEST SIDE OF PEND OREILLE LAKE ON PICARD
 TO0979'POINT ABOUT 150 METERS SOUTHERLY OF NORTHERNMOST EXTREMITY
 TO0979'OF POINT ON SHALE LITTERED SHORELINE FRINGING ROCK OUTCROP.
 TO0979'THE BUTLER SAWMILL AT EAST HOPE SHOWS JUST SOUTH OF A LINE
 TO0979'THROUGH SOUTH END OF WARREN ISLAND.  STATION PICARD IS NOT
 TO0979'VISIBLE.  THE MARK IS IN OUTCROP 12 FEET ABOVE MEAN WINTER
 TO0979'LAKE LEVEL AND ABOUT 15 METERS FROM LAKE EDGE.  THE STATION
 TO0979'MAY BE REACHED BY ROAD OR BY WATER.  TO REACH BY ROAD, TURN
 TO0979'OFF STATE HIGHWAY 95 AT SAGLE AND FOLLOW IMPROVED ROAD TO
 TO0979'PICARD POINT.  THIS STATION WAS OCCUPIED ECCENTRICALLY TO
 TO0979'SEE TRIANGULATION STATIONS DEADMAN AND ANDERSON.
 TO0979'
 TO0979'REFERENCE MARK NO. 1 IS IN OUTCROP SOUTH OF STATION AND ABOUT
 TO0979'1 FOOT LOWER.  IT IS ABOUT 15 METERS FROM LAKE EDGE.
 TO0979'
 TO0979'REFERENCE MARK NO. 2 IS IN OUTCROP NORTHWEST OF STATION AND
 TO0979'ABOUT 5 FEET HIGHER.  IT IS ABOUT 20 METERS FROM LAKE EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0667 ***********************************************************************
 PZ0667  DESIGNATION -  BEAVER
 PZ0667  PID         -  PZ0667
 PZ0667  STATE/COUNTY-  ID/CLARK
 PZ0667  USGS QUAD   -  DUBOIS NW (1964)
 PZ0667
 PZ0667                         *CURRENT SURVEY CONTROL
 PZ0667  ___________________________________________________________________
 PZ0667* NAD 83(1992)-  44 14 20.43779(N)    112 15 01.36490(W)     ADJUSTED  
 PZ0667* NAVD 88     -      1641.1    (meters)    5384.     (feet)  VERTCON   
 PZ0667  ___________________________________________________________________
 PZ0667  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 PZ0667  GEOID HEIGHT-         -10.66  (meters)                     GEOID03
 PZ0667
 PZ0667  HORZ ORDER  -  THIRD
 PZ0667
 PZ0667.The horizontal coordinates were established by classical geodetic methods
 PZ0667.and adjusted by the National Geodetic Survey in July 1992..
 PZ0667
 PZ0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0667
 PZ0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0667
 PZ0667.The geoid height was determined by GEOID03.
 PZ0667
 PZ0667;                    North         East     Units Scale Factor Converg.
 PZ0667;SPC ID E     -   285,754.757   193,313.106   MT  0.99994792   -0 03 30.2
 PZ0667;UTM  12      - 4,899,179.901   400,155.052   MT  0.99972260   -0 52 20.6
 PZ0667
 PZ0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0667!SPC ID E     -   0.99974440  x   0.99994792  =   0.99969234
 PZ0667!UTM  12      -   0.99974440  x   0.99972260  =   0.99946707
 PZ0667
 PZ0667|---------------------------------------------------------------------|
 PZ0667| PID    Reference Object                     Distance      Geod. Az  |
 PZ0667|                                                           dddmmss.s |
 PZ0667| CN3922 BEAVER RM 1                           9.077 METERS 10122     |
 PZ0667| PZ0670 DUBOIS MUNICIPAL TANK               APPROX. 7.1 KM 1653907.2 |
 PZ0667| CN3923 BEAVER RM 2                           3.685 METERS 28059     |
 PZ0667| PZ0679 SINKS                               APPROX. 1.3 KM 3511924.8 |
 PZ0667|---------------------------------------------------------------------|
 PZ0667
 PZ0667                          SUPERSEDED SURVEY CONTROL
 PZ0667
 PZ0667  NAD 83(1986)-  44 14 20.43540(N)    112 15 01.35390(W) AD(       ) 3
 PZ0667  NAD 27      -  44 14 20.75900(N)    112 14 58.39400(W) AD(       ) 3
 PZ0667  NGVD 29 (07/19/86) 1640.0    (m)         5381.     (f) VERT ANG       
 PZ0667
 PZ0667.Superseded values are not recommended for survey control.
 PZ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0667.See file dsdata.txt to determine how the superseded data were derived.
 PZ0667
 PZ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0015599180(NAD 83)
 PZ0667_MARKER: DD = SURVEY DISK
 PZ0667_SETTING: 80 = SET IN A BOULDER
 PZ0667_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PZ0667
 PZ0667  HISTORY     - Date     Condition        Report By
 PZ0667  HISTORY     - 1956     MONUMENTED       USGS
 PZ0667  HISTORY     - 1959     GOOD             USGS
 PZ0667  HISTORY     - 1963     GOOD             USGS
 PZ0667  HISTORY     - 1977     GOOD             NGS
 PZ0667
 PZ0667                          STATION DESCRIPTION
 PZ0667
 PZ0667'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0667'LOCATED ABOUT 8.5 MI SW. OF SPENCER, 4.5 MI NW. OF DUBOIS, 0.6
 PZ0667'MI W. OF BEAVER CREEK, 0.25 MI E. OF U.S. HWY. 91.  ON SOUTH
 PZ0667'EDGE OF LOW FLAT ROCK-COVERED TOP IN CENTER OF CULTIVATED FIELD.
 PZ0667'
 PZ0667'TO REACH FROM DUBOIS, DRIVE 5.1 MI N. ON U.S. HWY. 91 TO GATE AT
 PZ0667'EAST SIDE OF HIGHWAY.  TURN RIGHT (E.) ON FIELD RD. 0.3 MI.  TURN
 PZ0667'LEFT (N.) 0.3 MI TO SOUTHEAST EDGE OF SAGEBRUSH AREA AND STATION
 PZ0667'85 FT INTO SAGEBRUSH FROM EDGE OF CLEARING.
 PZ0667'
 PZ0667'STATION MARK--STANDARD TABLET STAMPED---BEAVER 1956,---CEMENTED IN
 PZ0667'DRILL HOLE IN NATURALLY EMBEDDED BOULDER.
 PZ0667'
 PZ0667'RM 1--STANDARD RM TABLET STAMPED---NO 1 1956,---CEMENTED IN DRILL
 PZ0667'HOLE IN NATURALLY EMBEDDED BOULDER.
 PZ0667'
 PZ0667'RM 2--STANDARD RM TABLET STAMPED---NO 2 1956,---CEMENTED IN DRILL
 PZ0667'HOLE IN NATURALLY EMBEDDED BOULDER.
 PZ0667
 PZ0667                          STATION RECOVERY (1959)
 PZ0667
 PZ0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (WWH)
 PZ0667'A STANDARD DISK OF THE U.S. GEOLOGICAL SURVEY CEMENTED IN A DRILL
 PZ0667'HOLE IN AN EMBEDDED BOULDER, STAMPED BEAVER 1956, AND REFERENCED
 PZ0667'BY TWO REFERENCE MARK DISKS.  NO. 1 IS SET IN A DRILL HOLE
 PZ0667'OF AN EMBEDDED BOULDER, STAMPED NO 1 1959, AND IS 29.90 FEET
 PZ0667'EAST BY SOUTH FROM THE STATION MARK.  NO. 2 IS LIKEWISE IN AN
 PZ0667'EMBEDDED BOULDER, STAMPED NO 2 1956 AND IS NORTH BY EAST FROM
 PZ0667'THE STATION MARK.
 PZ0667'
 PZ0667'THE STATION 4-1/2 MILES NORTH-NORTHEAST FROM DUBOIS IS REACHED
 PZ0667'BY TAKING U.S. HIGHWAY 91 NORTH FOR 5.1 MILE, TURN RIGHT THROUGH
 PZ0667'GATE IN FENCE LINE AND GO EAST 0.3 MILE, THEN TURN LEFT, NORTH,
 PZ0667'FOR 0.3 MILE TO A ROCKY SAGE BRUSH COVERED KNOLL IN THE CENTER
 PZ0667'OF A CULTIVATED AREA.  TARGET WAS A RANGE POLE CENTERED OVER
 PZ0667'THE STATION.
 PZ0667
 PZ0667                          STATION RECOVERY (1963)
 PZ0667
 PZ0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PZ0667'LOCATED ABOUT 8.5 MI. SW. OF SPENCER, 4.5 MI. NW. OF DUBOIS, 0.6 MI.
 PZ0667'W. OF BEAVER CREEK, 0.25 MI. E. OF U.S. HIGHWAY 91, ON THE S. EDGE
 PZ0667'OF A LOW FLAT ROCK-COVERED TOP THAT IS IN CENTER OF A CULTIVATED
 PZ0667'FIELD.
 PZ0667'
 PZ0667'TO REACH FOR DUBOIS, DRIVE N. ON U.S. HIGHWAY 91 FOR 5.1 MI. TO A
 PZ0667'GATE AT E. SIDE OF HIGHWAY, TURN RIGHT (E.) ON FIELD RD. FOR 0.3
 PZ0667'MI., TURN LEFT (N.) FOR 0.3 MI. TO SE. EDGE OF SAGEBRUSH AREA AND
 PZ0667'STATION.  STATION IS 85 FT. INTO SAGEBRUSH FROM EDGE OF CLEARING.
 PZ0667'
 PZ0667'STATION MARK--STANDARD TABLET STAMPED---BEAVER 1956--- CEMENTED IN
 PZ0667'DRILL HOLE IN NATURALLY EMBEDDED BOULDER.
 PZ0667'
 PZ0667'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 PZ0667'---NO 1 1956--- CEMENTED IN DRILL HOLE IN NATURALLY EMBEDDED BOULDER,
 PZ0667'29.90 FT. FROM STATION MARK, S 78 DEG 22 MIN E.
 PZ0667'
 PZ0667'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 PZ0667'---NO 2 1956--- CEMENTED IN DRILL HOLE IN NATURALLY EMBEDDED BOULDER,
 PZ0667'12.08 FT. FROM STATION MARK, N 78 DEG 34 MIN W.
 PZ0667
 PZ0667                          STATION RECOVERY (1977)
 PZ0667
 PZ0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PZ0667'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 918.
 PZ0667'
 PZ0667'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PZ0667'CONDITION.  THERE WAS NO PREVIOUS BOX SCORE AVAILABLE AT THIS
 PZ0667'OFFICE.  REFERENCE MARK NO. 2 WAS FOUND TO BE WEST-NORTHWEST RATHER
 PZ0667'THAN NORTH.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PZ0667'
 PZ0667'TO REACH THE STATION FROM THE DUBOIS POST OFFICE, GO WEST ON MAIN
 PZ0667'STREET FOR 0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT,
 PZ0667'TURN RIGHT, AND GO NORTH ON THE FREEWAY FOR 5.0 MILES TO THE EXIT TO
 PZ0667'THE U.S. SHEEP EXPERIMENT STATION, AT MILEPOST NO. 172, TAKE
 PZ0667'THE EXIT, AND GO 0.35 MILE TO A T INTERSECTION, TURN RIGHT, AND
 PZ0667'GO WEST, PASSING OVER THE FREEWAY, FOR 0.8 MILE TO A WIRE
 PZ0667'GATE ON THE LEFT, JUST AFTER PASSING OVER A WOODEN BRIDGE OVER
 PZ0667'BEAVER CREEK, TURN LEFT, PASS THRU THE GATE, AND GO SOUTH ON
 PZ0667'THE DIRT ROAD, PARALLELING THE POWER LINE FOR 0.4 MILE TO
 PZ0667'WHERE THE ROAD, AND POWER LINE CURVES TO THE SOUTHEAST, LEAVE THE
 PZ0667'ROAD, AND GO SOUTHWEST CROSS COUNTRY FOR 0.4 MILE TO THE
 PZ0667'HIGHEST PART OF THE RIDGE, AND THE STATION.
 PZ0667'
 PZ0667'THE STATION MARK, STAMPED BEAVER 1956, IS A U.S. GEOLOGICAL SURVEY
 PZ0667'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH,
 PZ0667'2-FEET NORTHWEST OF A ROCK CAIRN.
 PZ0667'
 PZ0667'REFERENCE MARK NO. 1, STAMPED NO 1 1956, IS A U.S. GEOLOGICAL
 PZ0667'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3
 PZ0667'FOOT BOULDER THAT PROJECTS 4-INCHES, 1-FOOT WEST OF A ROCK CAIRN.
 PZ0667'
 PZ0667'REFERENCE MARK NO. 2, STAMPED NO 2 1956, IS A U.S. GEOLOGICAL
 PZ0667'SURVEY REFERENCE MARK DISK CEMENTED IN A 2 BY 5 FOOT BOULDER THAT
 PZ0667'PROJECTS 3-INCHES, 1 FOOT EAST OF A ROCK CAIRN.
 PZ0667'
 PZ0667'TRIANGULATION STATION SINKS 1959 MAY BE USED FOR THE AZIMUTH MARK.
 PZ0667'SEE RECOVERY NOTE THEREOF.
 PZ0667'
 PZ0667'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 PZ0667'NORTHWEST OF DUBOIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0635 ***********************************************************************
 QZ0635  DESIGNATION -  BEAVER JACK
 QZ0635  PID         -  QZ0635
 QZ0635  STATE/COUNTY-  ID/IDAHO
 QZ0635  USGS QUAD   -  BEAVER JACK MTN (1994)
 QZ0635
 QZ0635                         *CURRENT SURVEY CONTROL
 QZ0635  ___________________________________________________________________
 QZ0635* NAD 83(1992)-  45 44 34.22101(N)    114 41 28.67107(W)     ADJUSTED  
 QZ0635* NAVD 88     -      2155.5    (meters)    7072.     (feet)  VERTCON   
 QZ0635  ___________________________________________________________________
 QZ0635  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 QZ0635  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 QZ0635
 QZ0635  HORZ ORDER  -  THIRD
 QZ0635
 QZ0635.The horizontal coordinates were established by classical geodetic methods
 QZ0635.and adjusted by the National Geodetic Survey in July 1992..
 QZ0635
 QZ0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0635
 QZ0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0635
 QZ0635.The geoid height was determined by GEOID03.
 QZ0635
 QZ0635;                    North         East     Units Scale Factor Converg.
 QZ0635;SPC ID W     -   453,404.255   882,384.078   MT  1.00001675   +0 45 29.9
 QZ0635;UTM  11      - 5,068,067.988   679,593.345   MT  0.99999655   +1 39 14.3
 QZ0635
 QZ0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0635!SPC ID W     -   0.99966440  x   1.00001675  =   0.99968114
 QZ0635!UTM  11      -   0.99966440  x   0.99999655  =   0.99966095
 QZ0635
 QZ0635|---------------------------------------------------------------------|
 QZ0635| PID    Reference Object                     Distance      Geod. Az  |
 QZ0635|                                                           dddmmss.s |
 QZ0635| CH6392 FM D 2                                5.377 METERS 03917     |
 QZ0635| QZ0630 NEZPERCE PK                         APPROX. 8.3 KM 0983618.5 |
 QZ0635| CH6391 BEAVER JACK RM 1                     13.451 METERS 13402     |
 QZ0635|---------------------------------------------------------------------|
 QZ0635
 QZ0635                          SUPERSEDED SURVEY CONTROL
 QZ0635
 QZ0635  NAD 83(1986)-  45 44 34.22520(N)    114 41 28.66238(W) AD(       ) 3
 QZ0635  NAD 27      -  45 44 34.53363(N)    114 41 25.30456(W) AD(       ) 3
 QZ0635  NGVD 29 (07/19/86) 2154.3    (m)         7068.     (f) VERT ANG       
 QZ0635
 QZ0635.Superseded values are not recommended for survey control.
 QZ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0635.See file dsdata.txt to determine how the superseded data were derived.
 QZ0635
 QZ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL7959368068(NAD 83)
 QZ0635
 QZ0635  HISTORY     - Date     Condition        Report By
 QZ0635  HISTORY     - 1958     MONUMENTED       USFS
 QZ0635  HISTORY     - 1961     GOOD             USGS
 QZ0635  HISTORY     - 1965     GOOD             USGS
 QZ0635
 QZ0635                          STATION DESCRIPTION
 QZ0635
 QZ0635'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QZ0635'RECOVERED AS DESCRIBED.
 QZ0635'
 QZ0635'LOCATED ABOUT 7.6 MI NW. OF HELLS HALF ACRE, ABOUT 3.1 MI NNE. OF
 QZ0635'MAGRUDER RANGER STATON, ABOUT 2.9 MI W. OF CAYUSE MTN.  ON
 QZ0635'HIGHEST TOP ON RIDGE SEPARATING INDIAN CREEK AND DEEP CREEK,
 QZ0635'KNOWN LOCALLY AS BEAVER JACK MTN.
 QZ0635'
 QZ0635'STATION REACHED BY HELICOPTER.
 QZ0635'
 QZ0635'STATION MARK--USFS TABLET STAMPED---BEAVER JACK 1958---, CEMENTED
 QZ0635'IN ROCK OUTCROP.
 QZ0635'
 QZ0635'RM 1--STANDARD RM TABLET STAMPED---NO 1 1961---, CEMENTED IN
 QZ0635'BOULDER.
 QZ0635'
 QZ0635'RM 2--USFS TABLET STAMPED---FMD 2 1935---, CEMENTED IN ROCK
 QZ0635'OUTCROP.
 QZ0635
 QZ0635                          STATION RECOVERY (1965)
 QZ0635
 QZ0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QZ0635'RECOVERED AS DESCRIBED.
 QZ0635'
 QZ0635'LOCATED ABOUT 7.6 MI. NW. OF HELLS HALF ACRE, ABOUT 3.1 MI. NNE. OF
 QZ0635'MAGRUDER RANGER STATION, ABOUT 2.9 MI. W. OF CAYUSE MTN., ON HIGHEST
 QZ0635'TOP ON RIDGE SEPARATING INDIAN CREEK AND DEEP CREEK KNOWN LOCALLY AS
 QZ0635'BEAVER JACK MTN.
 QZ0635'
 QZ0635'STATION REACHED BY HELICOPTER.
 QZ0635'
 QZ0635'STATION MARK--USFS TABLET STAMPED---BEAVER JACK 1958---, CEMENTED IN
 QZ0635'ROCK OUTCROP.
 QZ0635'
 QZ0635'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 QZ0635'---NO 1 1961---, CEMENTED IN BOULDER, 44.13 FT. FROM STATION MARK,
 QZ0635'S 45 DEG 58 MIN E.
 QZ0635'
 QZ0635'REFERENCE MARK NO. 2--USFS TABLET STAMPED---FMD 2 1935---, CEMENTED
 QZ0635'IN ROCK OUTCROP, 17.64 FT. FROM STATION MARK, N 39 DEG 16 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1415 ***********************************************************************
 SV1415  DESIGNATION -  BEAVER PK
 SV1415  PID         -  SV1415
 SV1415  STATE/COUNTY-  ID/SHOSHONE
 SV1415  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV1415
 SV1415                         *CURRENT SURVEY CONTROL
 SV1415  ___________________________________________________________________
 SV1415* NAD 83(1992)-  47 59 13.95987(N)    116 10 13.48685(W)     ADJUSTED  
 SV1415* NAVD 88     -      1642.1    (meters)    5387.     (feet)  VERTCON   
 SV1415  ___________________________________________________________________
 SV1415  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 SV1415  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SV1415
 SV1415  HORZ ORDER  -  THIRD
 SV1415
 SV1415.The horizontal coordinates were established by classical geodetic methods
 SV1415.and adjusted by the National Geodetic Survey in July 1992..
 SV1415
 SV1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1415
 SV1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1415
 SV1415.The geoid height was determined by GEOID03.
 SV1415
 SV1415;                    North         East     Units Scale Factor Converg.
 SV1415;SPC ID W     -   702,430.773   768,620.898   MT  0.99994543   -0 18 44.5
 SV1415;UTM  11      - 5,315,211.749   561,898.530   MT  0.99964708   +0 36 59.0
 SV1415
 SV1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1415!SPC ID W     -   0.99974528  x   0.99994543  =   0.99969072
 SV1415!UTM  11      -   0.99974528  x   0.99964708  =   0.99939245
 SV1415
 SV1415:                Primary Azimuth Mark                     Grid Az
 SV1415:SPC ID W     -  DIVIDE                                   102 17 15.4
 SV1415:UTM  11      -  DIVIDE                                   101 21 31.9
 SV1415
 SV1415|---------------------------------------------------------------------|
 SV1415| PID    Reference Object                     Distance      Geod. Az  |
 SV1415|                                                           dddmmss.s |
 SV1415| SV1407 DIVIDE                              APPROX.11.2 KM 1015830.9 |
 SV1415|---------------------------------------------------------------------|
 SV1415
 SV1415                          SUPERSEDED SURVEY CONTROL
 SV1415
 SV1415  NAD 83(1986)-  47 59 13.96567(N)    116 10 13.47867(W) AD(       ) 3
 SV1415  NAD 27      -  47 59 14.26271(N)    116 10 09.83269(W) AD(       ) 3
 SV1415  NGVD 29 (07/19/86) 1640.9    (m)         5384.     (f) VERT ANG       
 SV1415
 SV1415.Superseded values are not recommended for survey control.
 SV1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1415.See file dsdata.txt to determine how the superseded data were derived.
 SV1415
 SV1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP6189915212(NAD 83)
 SV1415_MARKER: DD = SURVEY DISK
 SV1415_SETTING: 66 = SET IN ROCK OUTCROP
 SV1415_SP_SET: SET IN ROCK OUTCROP
 SV1415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1415+STABILITY: POSITION/ELEVATION WELL
 SV1415
 SV1415  HISTORY     - Date     Condition        Report By
 SV1415  HISTORY     - 1938     MONUMENTED       USGS
 SV1415
 SV1415                          STATION DESCRIPTION
 SV1415
 SV1415'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 SV1415'LOCATED 21.4 MI. N., THENCE 28.8 MI. E. OF COEUR D ALENE, ABOUT 3 MI.
 SV1415'S. OF CLARKS FORK - COEUR D ALENE DIVIDE, IDAHO-MONTANA STATE LINE, ON
 SV1415'DIVIDE BETWEEN RAIN AND DEER CREEKS, AT HEAD OF CLARKS CREEK, ON TOP
 SV1415'OF PROMINENT BARE KNOLL AT L-ANGLE IN RIDGE.
 SV1415'
 SV1415'TO REACH FROM THE CLARK FORK POST OFFICE, IDAHO, DRIVE N. 1/2 BLOCK TO
 SV1415'U.S. HIGHWAY 10 ALTERNATE, TURN RIGHT (E.) FOR 0.2 MI. TO A RD.
 SV1415'INTERSECTION, TURN RIGHT (S.) FOR 0.25 MI. AND T-RD., TURN LEFT FOR
 SV1415'0.75 MI. TO A T-RD., CONTINUE STRAIGHT AHEAD FOR 4.4 MI. ON MAIN
 SV1415'COUNTY RD. TO A RD. JUNCTION, TAKE RIGHT FORK PER SIGN --DELYLE CREEK
 SV1415'ROAD-- FOR 2.1 MI. TO A Y-RD., TAKE LEFT FORK FOR 2.5 MI. TO A Y-RD.,
 SV1415'TAKE LEFT FORK --TWIN CREEK ROAD-- FOR 2.3 MI. TO A RD. JUNCTION ON
 SV1415'SUMMIT, CONTINUE STRAIGHT AHEAD PER SIGN --STATE LINE 7 - ELK RIDGE
 SV1415'8 - MAGEE RANGER STATION 23-- FOR 2.2 MI. TO A T-RD., TAKE RIGHT FORK
 SV1415'PER SIGN --23 MAGEE R.S. - BEAVER PEAK 4-- FOR 1.4 MI. TO A Y-RD. AT
 SV1415'THE SUMMIT OF WHITETAIL PEAK, TAKE LEFT FORK FOR 0.7 MI. TO A RD.
 SV1415'JUNCTION, TAKE LEFT FORK PER SIGN --BEAVER PEAK 2.5-- FOR 1.4 MI. TO
 SV1415'TOP AND STATION.
 SV1415'
 SV1415'STATION MARK--STANDARD TABLET STAMPED---BEAVER PK 1938---, CEMENTED
 SV1415'IN ROCK SET IN EARTH UNDER CENTER OF LOOKOUT HOUSE ON WOODEN TOWER.
 SV1415'
 SV1415'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 SV1415'1938---, CEMENTED IN ROCK SET IN EARTH, 50.29 FT. FROM STATION MARK,
 SV1415'N 01 DEG 04 MIN E.
 SV1415'
 SV1415'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---BEAVER
 SV1415'PK NO 2 1938---, CEMENTED IN ROCK SET IN EARTH, 36.59 FT. FROM STATION
 SV1415'MARK, S 89 DEG 24 MIN E.
 SV1415'
 SV1415'LOT HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0851 ***********************************************************************
 RY0851  DESIGNATION -  BEAVER RIDGE ET
 RY0851  PID         -  RY0851
 RY0851  STATE/COUNTY-  ID/IDAHO
 RY0851  USGS QUAD   -  RANGER PEAK (1994)
 RY0851
 RY0851                         *CURRENT SURVEY CONTROL
 RY0851  ___________________________________________________________________
 RY0851* NAD 83(1992)-  46 33 47.28270(N)    114 26 31.51468(W)     ADJUSTED  
 RY0851* NAVD 88     -      2247.7    (meters)    7374.     (feet)  VERTCON   
 RY0851  ___________________________________________________________________
 RY0851  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 RY0851  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 RY0851
 RY0851  HORZ ORDER  -  THIRD
 RY0851
 RY0851.The horizontal coordinates were established by classical geodetic methods
 RY0851.and adjusted by the National Geodetic Survey in July 1992..
 RY0851
 RY0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0851
 RY0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0851
 RY0851.The geoid height was determined by GEOID03.
 RY0851
 RY0851;                    North         East     Units Scale Factor Converg.
 RY0851;SPC ID W     -   544,863.456   900,275.345   MT  1.00005689   +0 56 59.3
 RY0851;UTM  11      - 5,159,797.281   696,042.690   MT  1.00007243   +1 51 28.7
 RY0851
 RY0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0851!SPC ID W     -   0.99965002  x   1.00005689  =   0.99970689
 RY0851!UTM  11      -   0.99965002  x   1.00007243  =   0.99972242
 RY0851
 RY0851:                Primary Azimuth Mark                     Grid Az
 RY0851:SPC ID W     -  RANGER ET                                153 27 48.0
 RY0851:UTM  11      -  RANGER ET                                152 33 18.6
 RY0851
 RY0851|---------------------------------------------------------------------|
 RY0851| PID    Reference Object                     Distance      Geod. Az  |
 RY0851|                                                           dddmmss.s |
 RY0851| RY0850 RANGER ET                           APPROX. 7.5 KM 1542447.3 |
 RY0851|---------------------------------------------------------------------|
 RY0851
 RY0851                          SUPERSEDED SURVEY CONTROL
 RY0851
 RY0851  NAD 83(1986)-  46 33 47.32836(N)    114 26 31.52541(W) AD(       ) 3
 RY0851  NAD 27      -  46 33 47.60077(N)    114 26 28.15904(W) AD(       ) 3
 RY0851  NGVD 29 (07/19/86) 2246.4    (m)         7370.     (f) VERT ANG       
 RY0851
 RY0851.Superseded values are not recommended for survey control.
 RY0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0851.See file dsdata.txt to determine how the superseded data were derived.
 RY0851
 RY0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM9604359797(NAD 83)
 RY0851_MARKER: DS = TRIANGULATION STATION DISK
 RY0851_SETTING: 66 = SET IN ROCK OUTCROP
 RY0851_SP_SET: SET IN BEDROCK
 RY0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0851+STABILITY: POSITION/ELEVATION WELL
 RY0851
 RY0851  HISTORY     - Date     Condition        Report By
 RY0851  HISTORY     - 1964     MONUMENTED       USGS
 RY0851
 RY0851                          STATION DESCRIPTION
 RY0851
 RY0851'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0851'LOCATED ABOUT 13.2 MI. (AIRLINE) NE. OF POWELL RANGER STATION,
 RY0851'IDAHO, ABOUT 12.3 MI. SE. OF LOLO HOT SPRINGS, MONTANA.
 RY0851'
 RY0851'TO REACH FROM POWELL RANGER STATION, GO 0.9 MI. TO HIGHWAY 12,
 RY0851'TURN RIGHT (E.) ON HIGHWAY AND GO 8 MI. TO BRIDGE OVER CROOKED FORK
 RY0851'CREEK, TURN RIGHT AT GRAVEL RD. ON E. END OF BRIDGE, GO ON GRAVEL
 RY0851'RD. 0.9 MI. TO RD. FORK, TURN RIGHT, CONTINUE FOR 1.1 MI. TO ANOTHER
 RY0851'RD. FORK, TAKE RIGHT FORK AND CONTINUE ON MAIN-TRAVELED RD. PAST
 RY0851'BEAVER MEADOWS SIGN TO BEAVER RIDGE LOOKOUT.  STATION IS 17.7 FT.
 RY0851'SW. OF LOOKOUT HOUSE.
 RY0851'
 RY0851'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED---BEAVER RIDGE
 RY0851'ET 1964--- CEMENTED IN SOLID ROCK.
 RY0851'
 RY0851'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0661 ***********************************************************************
 RY0661  DESIGNATION -  BEAVER RM 1
 RY0661  PID         -  RY0661
 RY0661  STATE/COUNTY-  ID/CLEARWATER
 RY0661  USGS QUAD   -  HEADQUARTERS (1994)
 RY0661
 RY0661                         *CURRENT SURVEY CONTROL
 RY0661  ___________________________________________________________________
 RY0661* NAD 83(1986)-  46 43 39.     (N)    115 47 45.     (W)     SCALED    
 RY0661* NAVD 88     -      1105.631  (meters)    3627.39   (feet)  ADJUSTED  
 RY0661  ___________________________________________________________________
 RY0661  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 RY0661  DYNAMIC HT  -        1105.438 (meters)    3626.76  (feet)  COMP
 RY0661  MODELED GRAV-     980,402.1   (mgal)                       NAVD 88
 RY0661
 RY0661  VERT ORDER  -  SECOND    CLASS 0
 RY0661
 RY0661.The horizontal coordinates were scaled from a topographic map and have
 RY0661.an estimated accuracy of +/- 6 seconds.
 RY0661
 RY0661.The orthometric height was determined by differential leveling
 RY0661.and adjusted by the National Geodetic Survey in June 1991..
 RY0661
 RY0661.The geoid height was determined by GEOID03.
 RY0661
 RY0661.The dynamic height is computed by dividing the NAVD 88
 RY0661.geopotential number by the normal gravity value computed on the
 RY0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0661.degrees latitude (g = 980.6199 gals.).
 RY0661
 RY0661.The modeled gravity was interpolated from observed gravity values.
 RY0661
 RY0661;                    North         East    Units  Estimated Accuracy
 RY0661;SPC ID W     -   562,300.      796,500.      MT  (+/- 180 meters Scaled)
 RY0661
 RY0661                          SUPERSEDED SURVEY CONTROL
 RY0661
 RY0661  NGVD 29 (??/??/92) 1104.446  (m)         3623.50   (f) ADJ UNCH    2 0
 RY0661
 RY0661.Superseded values are not recommended for survey control.
 RY0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0661.See file dsdata.txt to determine how the superseded data were derived.
 RY0661
 RY0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM920755(NAD 83)
 RY0661_MARKER: DR = REFERENCE MARK DISK
 RY0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0661_STAMPING: BEAVER NO 1 1959
 RY0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0661+STABILITY: SURFACE MOTION
 RY0661
 RY0661  HISTORY     - Date     Condition        Report By
 RY0661  HISTORY     - 1959     MONUMENTED       CGS
 RY0661  HISTORY     - 1978     GOOD             NGS
 RY0661
 RY0661                          STATION DESCRIPTION
 RY0661
 RY0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0661'9.0 MI N FROM HEADQUARTERS.
 RY0661'ABOUT 9.0 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0661'OFFICE AT HEADQUARTERS, 0.13 MILE NORTH OF THE JUNCTION OF A ROAD
 RY0661'LEADING EAST ALONG BEAVER CREEK, 67 FEET NORTHEAST OF THE CENTER LINE
 RY0661'OF THE ROAD, 40.7 FEET NORTH OF TRIANGULATION STATION BEAVER, 48.3
 RY0661'FEET EAST OF BEAVER RM 2, ABOUT 11 FEET HIGHER THAN THE ROAD, AND SET
 RY0661'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 RY0661
 RY0661                          STATION RECOVERY (1978)
 RY0661
 RY0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RY0661'THE MARK IS 40.84 FEET NORTH-NORTHEAST OF BENCH MARK BEAVER DESCRIBED
 RY0661'ABOVE. IT IS ON THE EAST SLOPE OF THE RIDGE AND ABOUT 3 FEET LOWER
 RY0661'THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0662 ***********************************************************************
 RY0662  DESIGNATION -  BEAVER RM 2
 RY0662  PID         -  RY0662
 RY0662  STATE/COUNTY-  ID/CLEARWATER
 RY0662  USGS QUAD   -  HEADQUARTERS (1994)
 RY0662
 RY0662                         *CURRENT SURVEY CONTROL
 RY0662  ___________________________________________________________________
 RY0662* NAD 83(1986)-  46 43 39.     (N)    115 47 45.     (W)     SCALED    
 RY0662* NAVD 88     -      1106.917  (meters)    3631.61   (feet)  ADJUSTED  
 RY0662  ___________________________________________________________________
 RY0662  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 RY0662  DYNAMIC HT  -        1106.724 (meters)    3630.98  (feet)  COMP
 RY0662  MODELED GRAV-     980,402.1   (mgal)                       NAVD 88
 RY0662
 RY0662  VERT ORDER  -  SECOND    CLASS 0
 RY0662
 RY0662.The horizontal coordinates were scaled from a topographic map and have
 RY0662.an estimated accuracy of +/- 6 seconds.
 RY0662
 RY0662.The orthometric height was determined by differential leveling
 RY0662.and adjusted by the National Geodetic Survey in June 1991..
 RY0662
 RY0662.The geoid height was determined by GEOID03.
 RY0662
 RY0662.The dynamic height is computed by dividing the NAVD 88
 RY0662.geopotential number by the normal gravity value computed on the
 RY0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0662.degrees latitude (g = 980.6199 gals.).
 RY0662
 RY0662.The modeled gravity was interpolated from observed gravity values.
 RY0662
 RY0662;                    North         East    Units  Estimated Accuracy
 RY0662;SPC ID W     -   562,300.      796,500.      MT  (+/- 180 meters Scaled)
 RY0662
 RY0662                          SUPERSEDED SURVEY CONTROL
 RY0662
 RY0662  NGVD 29 (??/??/92) 1105.732  (m)         3627.72   (f) ADJ UNCH    2 0
 RY0662
 RY0662.Superseded values are not recommended for survey control.
 RY0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0662.See file dsdata.txt to determine how the superseded data were derived.
 RY0662
 RY0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM920755(NAD 83)
 RY0662_MARKER: DR = REFERENCE MARK DISK
 RY0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0662_STAMPING: BEAVER NO 2 1959
 RY0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0662+STABILITY: SURFACE MOTION
 RY0662
 RY0662  HISTORY     - Date     Condition        Report By
 RY0662  HISTORY     - 1959     MONUMENTED       CGS
 RY0662  HISTORY     - 1978     GOOD             NGS
 RY0662
 RY0662                          STATION DESCRIPTION
 RY0662
 RY0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0662'9.0 MI N FROM HEADQUARTERS.
 RY0662'ABOUT 9.0 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0662'OFFICE AT HEADQUARTERS, 0.13 MILE NORTH OF THE JUNCTION OF A ROAD
 RY0662'LEADING EAST ALONG BEAVER CREEK, 26 FEET NORTH OF THE CENTER LINE OF
 RY0662'THE ROAD, 38.8 FEET NORTHWEST OF TRIANGULATION STATION BEAVER, 48.3
 RY0662'FEET WEST OF BEAVER RM 1, 4 1/2 FEET SOUTHWEST OF A TRIANGULAR BLAZED
 RY0662'CEDAR TREE, ABOUT 11 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 RY0662'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 RY0662
 RY0662                          STATION RECOVERY (1978)
 RY0662
 RY0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RY0662'THE MARK IS 39.25 FEET NORTHWEST OF AND 1 FOOT HIGHER THAN BENCH MARK
 RY0662'BEAVER DESCRIBED ABOVE. IT IS ON THE SLOPING AREA ABOUT 5 FEET NORTH
 RY0662'OF THE ROAD CUT. MARK PROJECTS 8 INCHES ON THE SOUTH SIDE AND IS
 RY0662'FLUSH WITH THE BANK ON THE NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0597 ***********************************************************************
 QZ0597  DESIGNATION -  BEE HIVE
 QZ0597  PID         -  QZ0597
 QZ0597  STATE/COUNTY-  ID/LEMHI
 QZ0597  USGS QUAD   -  MT MC GUIRE (1962)
 QZ0597
 QZ0597                         *CURRENT SURVEY CONTROL
 QZ0597  ___________________________________________________________________
 QZ0597* NAD 83(1992)-  45 13 15.20927(N)    114 33 04.14330(W)     ADJUSTED  
 QZ0597* NAVD 88     -      2931.8    (meters)    9619.     (feet)  VERTCON   
 QZ0597  ___________________________________________________________________
 QZ0597  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 QZ0597  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 QZ0597
 QZ0597  HORZ ORDER  -  FIRST
 QZ0597
 QZ0597.The horizontal coordinates were established by classical geodetic methods
 QZ0597.and adjusted by the National Geodetic Survey in July 1992..
 QZ0597
 QZ0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0597
 QZ0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0597
 QZ0597.The geoid height was determined by GEOID03.
 QZ0597
 QZ0597;                    North         East     Units Scale Factor Converg.
 QZ0597;SPC ID C     -   395,006.389   456,713.076   MT  0.99997040   -0 23 28.4
 QZ0597;SPC ID W     -   395,552.324   894,155.232   MT  1.00004230   +0 51 03.7
 QZ0597;UTM  11      - 5,010,406.487   692,263.357   MT  1.00005453   +1 44 19.6
 QZ0597
 QZ0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0597!SPC ID C     -   0.99954268  x   0.99997040  =   0.99951309
 QZ0597!SPC ID W     -   0.99954268  x   1.00004230  =   0.99958496
 QZ0597!UTM  11      -   0.99954268  x   1.00005453  =   0.99959718
 QZ0597
 QZ0597:                Primary Azimuth Mark                     Grid Az
 QZ0597:SPC ID C     -  HORSE HEAVEN                             004 38 20.6
 QZ0597:SPC ID W     -  HORSE HEAVEN                             003 23 48.5
 QZ0597:UTM  11      -  HORSE HEAVEN                             002 30 32.6
 QZ0597
 QZ0597|---------------------------------------------------------------------|
 QZ0597| PID    Reference Object                     Distance      Geod. Az  |
 QZ0597|                                                           dddmmss.s |
 QZ0597| QZ0585 HORSE HEAVEN                        APPROX. 4.7 KM 0041452.2 |
 QZ0597| QZ0568 GANT MOUNTAIN LOOKOUT CABIN         APPROX.14.1 KM 0835351.1 |
 QZ0597| QZ0567 JUREANO LOOKOUT TOWER               APPROX.24.3 KM 0942058.8 |
 QZ0597| CH6395 BEE HIVE RM 1                         3.338 METERS 11430     |
 QZ0597| CH6396 BEE HIVE RM 2                         2.841 METERS 35006     |
 QZ0597|---------------------------------------------------------------------|
 QZ0597
 QZ0597                          SUPERSEDED SURVEY CONTROL
 QZ0597
 QZ0597  NAD 83(1986)-  45 13 15.20909(N)    114 33 04.13639(W) AD(       ) 1
 QZ0597  NAD 27      -  45 13 15.51300(N)    114 33 00.80900(W) AD(       ) 1
 QZ0597  NGVD 29 (07/19/86) 2930.3    (m)         9614.     (f) VERT ANG       
 QZ0597
 QZ0597.Superseded values are not recommended for survey control.
 QZ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0597.See file dsdata.txt to determine how the superseded data were derived.
 QZ0597
 QZ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL9226310406(NAD 83)
 QZ0597_MARKER: DD = SURVEY DISK
 QZ0597_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0597_SP_SET: PARTIALLY EXPOSED BEDROCK
 QZ0597
 QZ0597  HISTORY     - Date     Condition        Report By
 QZ0597  HISTORY     - 1915     MONUMENTED       USGS
 QZ0597  HISTORY     - 1921     GOOD             USGS
 QZ0597  HISTORY     - 1944     GOOD             USGS
 QZ0597  HISTORY     - 1945     GOOD             CGS
 QZ0597  HISTORY     - 1961     GOOD             USGS
 QZ0597
 QZ0597                          STATION DESCRIPTION
 QZ0597
 QZ0597'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 QZ0597'STATION MARK--STANDARD TABLET, UNSTAMPED, UNDER MONUMENT.
 QZ0597'
 QZ0597'RM 1--CHISELED CROSS ON SOLID ROCK S.
 QZ0597
 QZ0597                          STATION RECOVERY (1921)
 QZ0597
 QZ0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1921
 QZ0597'RECOVERED AS DESCRIBED.
 QZ0597
 QZ0597                          STATION RECOVERY (1944)
 QZ0597
 QZ0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1944
 QZ0597'RECOVERED AS DESCRIBED.
 QZ0597'
 QZ0597'LOCATED 19 MI NW. OF FORNEY POST OFFICE, ABOUT 17 MI SW. OF
 QZ0597'SHOUP, ABOUT 4 MI N. OF MT. MCGUIRE, ABOUT 1 MI W. OF GOAT LAKE.
 QZ0597'ON HIGHEST OF SEVERAL ROCKY, PARTLY-TIMBERED PEAKS ON MAIN DIVIDE
 QZ0597'BETWEEN MIDDLE FORK AND SALMON RIVERS.  TRAIL STARTING AT
 QZ0597'GILLESPIE RANCH ON PANTHER CREEK, AND CONNECTING THROUGH THE
 QZ0597'CRAGS JOINING AT END OF ROAD WHICH GOES TOWARD CATHEDRAL ROCK,
 QZ0597'PASSES THROUGH SADDLE ABOUT 1 MI S. OF STATION.
 QZ0597'
 QZ0597'TO REACH FROM GILLESPIE RANCH ON PANTHER CREEK, TAKE TRAIL TO
 QZ0597'GOAT LAKE AND CRAGS PAST SAGEBRUSH LO AT ABOUT 7 MI, THENCE 7 MI
 QZ0597'TO GOAT LAKE, CONTINUE 2 MI TOWARD SHIP ISLAND LAKE TO SADDLE ON
 QZ0597'DIVIDE BETWEEN MIDDLE FORK AND SALMON RIVERS, THEN ABOUT 1 MI N.
 QZ0597'UP DIVIDE TO FIRST LARGE PEAK AND STATION.
 QZ0597'
 QZ0597'STATION MARK--STANDARD TABLET STAMPED---BEE HIVE 1944---, CEMENTED
 QZ0597'IN SOLID ROCK.
 QZ0597'
 QZ0597'RM 1--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 QZ0597'ROCK.
 QZ0597'
 QZ0597'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 QZ0597'ROCK.
 QZ0597
 QZ0597                          STATION RECOVERY (1945)
 QZ0597
 QZ0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0597'STATION IS LOCATED ON THE HIGHEST OF SEVERAL ROCKY, PARTLY
 QZ0597'TIMBERED HILLS, ABOUT 6 MILES SSE OF WHERE THE MIDDLE FORK
 QZ0597'OF THE SALMON RIVER EMPTIES INTO THE SALMON RIVER, AND ABOUT
 QZ0597'17-1/2 MILES SW OF SHOUP POST OFFICE.  IT IS ON THE HIGHEST
 QZ0597'MOUNTAIN BETWEEN GOAT CREEK AND ROARING CREEK AND ON THE N END
 QZ0597'OF THE CRAGS OF THE YELLOWJACKET MOUNTAINS.  THE MARK IS 5 FEET
 QZ0597'S OF THE EDGE OF A CLIFF AND IS SET FLUSH IN THE TOP OF A
 QZ0597'BOULDER TWO FEET IN DIAMETER.
 QZ0597'
 QZ0597'STATION MARK IS A BRONZE U.S. GEOLOGICAL SURVEY BENCH-MARK
 QZ0597'DISK.
 QZ0597'
 QZ0597'REFERENCE MARK 1 IS E OF THE STATION AND SET FLUSH IN BEDROCK
 QZ0597'OUTCROP ON THE EDGE OF THE CLIFF.  IT IS A BRONZE REFERENCE DISK
 QZ0597'OF THE U.S. GEOLOGICAL SURVEY.
 QZ0597'
 QZ0597'REFERENCE MARK 2 IS NW OF THE STATION AND SET FLUSH IN BEDROCK
 QZ0597'OUTCROP ON A SHARP RIDGE RUNNING N.  IT IS A BRONZE REFERENCE
 QZ0597'DISK OF THE U.S. GEOLOGICAL SURVEY.
 QZ0597'
 QZ0597'THE REFERENCE-MARK DISKS HAVE ARROWS POINTING TOWARDS THE
 QZ0597'STATION.  NEITHER IS STAMPED WITH THE NUMBER OR WITH THE NAME
 QZ0597'OF THE STATION.
 QZ0597'
 QZ0597'TO REACH FROM NORTH FORD WHICH IS ON ROUTE 93, ABOUT 21-1/2
 QZ0597'MILES N OF SALMON, GO W DOWN THE N SIDE OF THE SALMON RIVER
 QZ0597'FOR 10.5 MILES TO THE INDIANOLA RANGER STATION ON THE RIGHT,
 QZ0597'THENCE CONTINUE FOR 9.55 MILES TO BRIDGE ACROSS RIVER, CROSS
 QZ0597'BRIDGE AND CONTINUE DOWN THE S SIDE OF THE RIVER FOR 7.0
 QZ0597'MILES TO A SIDE ROAD LEFT UP PANTHER CREEK, THENCE CONTINUE
 QZ0597'FOR 0.9 MILE TO BRIDGE ACROSS RIVER, CROSS BRIDGE AND GO DOWN
 QZ0597'THE N SIDE OF THE RIVER FOR 6.15 MILES TO THE OLD CCC CAMP
 QZ0597'WITH A FEW BUILDINGS ON THE LEFT OF THE ROAD, THENCE CONTINUE
 QZ0597'FOR 1.35 MILES TO A CABLE CROSSING.  FORD RIVER ABOUT 300
 QZ0597'FEET E OF THE CABLE WITH HORSES AND FOLLOW TRAIL FOR ABOUT
 QZ0597'1/4 MILE TO AN OLD HOUSE, THENCE GO S UP CANYON FOR 50 YARDS
 QZ0597'TO WHERE THE FOREST SERVICE TRAIL IS VISIBLE TO RIGHT
 QZ0597'WINDING UP THE STEEP RIDGE, ANGLE RIGHT ONTO THIS TRAIL AND
 QZ0597'FOLLOW TO TOP OF RIDGE AND ON OUT THE RIDGE TO THE HORSE
 QZ0597'HEAVEN LOOKOUT CABIN, THE TRAIL IS WELL BLAZED AND FOLLOWS
 QZ0597'ALONG THE TELEPHONE LINE TO THE LOOKOUT.  FROM HORSE HEAVEN
 QZ0597'LOOKOUT, A GOOD WELL BLAZED TRAIL CONTINUES OUT THE RIDGE
 QZ0597'WHICH IS VISIBLE FROM THE CABIN GOING ACROSS THE OPEN
 QZ0597'MEADOW FOR A SHORT DISTANCE, THENCE INTO THE WOODS, FOLLOW
 QZ0597'THIS TRAIL FOR ABOUT 1-1/2 MILES AIRLINE TO THE TOP OF
 QZ0597'DOME MOUNTAIN WHICH HAS A FEW SCATTERED TREES ON TOP AND
 QZ0597'LIKEWISE ON THE N SIDE PLAINLY VISIBLE FROM HORSE
 QZ0597'HEAVEN, THE TRAIL ENDS ON TOP OF DOME MOUNTAIN OR
 QZ0597'ANGLES LEFT TO ANOTHER TRAIL WHICH SKIRTS THE EDGE OF DOME
 QZ0597'MOUNTAIN.  FROM TOP OF MOUNTAIN ANGLE RIGHT DOWN THE
 QZ0597'RIDGE FOR ABOUT 250 YARDS KEEPING ON THE CREST OF RIDGE
 QZ0597'MUCH AS POSSIBLE TO THE TRAIL COMING IN FROM THE LEFT.  THENCE
 QZ0597'TAKE RIGHT ON THIS TRAIL AND GO DOWN HILL INTO THE CANYON
 QZ0597'AND CONTINUE PAST THE RIGHT EDGE OF GOAT LAKE AND ON TO TOP OF
 QZ0597'THE LOW SADDLE AND END OF TRAIL AT SIGNS CRAGWAY SAGEBRUSH L.O.,
 QZ0597'DOME MOUNTAIN AND ROARING CREEK RIDGE.  FROM LOW SADDLE AND SIGNS
 QZ0597'TURN RIGHT ALONG THE EDGE OF THE RIM AND GO ABOUT 1/2 MILE
 QZ0597'TO THE STATION.  HORSES CAN BE TAKEN WITHIN ABOUT 250 YARDS
 QZ0597'OF STATION.  ABOUT A 1-1/2 DAY HORSE PACK FROM THE ROAD ALONG
 QZ0597'THE SALMON RIVER.
 QZ0597
 QZ0597                          STATION RECOVERY (1961)
 QZ0597
 QZ0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QZ0597'ALL MARKS IN GOOD CONDITION.
 QZ0597'
 QZ0597'STATION MARK--A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK AND IS
 QZ0597'SET FLUSH IN THE TOP OF A BOULDER 2 FT. IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0966 ***********************************************************************
 TO0966  DESIGNATION -  BEE TOP LOOKOUT
 TO0966  PID         -  TO0966
 TO0966  STATE/COUNTY-  ID/BONNER
 TO0966  USGS QUAD   -  CLARK FORK (1996)
 TO0966
 TO0966                         *CURRENT SURVEY CONTROL
 TO0966  ___________________________________________________________________
 TO0966* NAD 83(1992)-  48 14 05.48684(N)    116 08 48.96463(W)     ADJUSTED  
 TO0966* NAVD 88     -      1894.     (meters)    6214.     (feet)  SCALED    
 TO0966  ___________________________________________________________________
 TO0966  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 TO0966  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 TO0966
 TO0966  HORZ ORDER  -  THIRD
 TO0966
 TO0966.The horizontal coordinates were established by classical geodetic methods
 TO0966.and adjusted by the National Geodetic Survey in July 1992..
 TO0966
 TO0966.The orthometric height was scaled from a topographic map.
 TO0966
 TO0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0966
 TO0966.The geoid height was determined by GEOID03.
 TO0966
 TO0966;                    North         East     Units Scale Factor Converg.
 TO0966;SPC ID W     -   729,955.995   770,515.300   MT  0.99994401   -0 17 45.8
 TO0966;UTM  11      - 5,342,755.937   563,345.220   MT  0.99964930   +0 38 10.7
 TO0966
 TO0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0966!SPC ID W     -   0.99970577  x   0.99994401  =   0.99964980
 TO0966!UTM  11      -   0.99970577  x   0.99964930  =   0.99935518
 TO0966
 TO0966:                Primary Azimuth Mark                     Grid Az
 TO0966:SPC ID W     -  SCOTCHMAN                                136 29 57.6
 TO0966:UTM  11      -  SCOTCHMAN                                135 34 01.1
 TO0966
 TO0966|---------------------------------------------------------------------|
 TO0966| PID    Reference Object                     Distance      Geod. Az  |
 TO0966|                                                           dddmmss.s |
 TO0966| TO0961 SCOTCHMAN                           APPROX. 7.1 KM 1361211.8 |
 TO0966|---------------------------------------------------------------------|
 TO0966
 TO0966                          SUPERSEDED SURVEY CONTROL
 TO0966
 TO0966  NAD 83(1986)-  48 14 05.49988(N)    116 08 48.95966(W) AD(       ) 3
 TO0966  NAD 27      -  48 14 05.73715(N)    116 08 45.36501(W) AD(       ) 3
 TO0966
 TO0966.Superseded values are not recommended for survey control.
 TO0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0966.See file dsdata.txt to determine how the superseded data were derived.
 TO0966
 TO0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP6334542756(NAD 83)
 TO0966_MARKER: 73 = LOOKOUT HOUSE
 TO0966
 TO0966  HISTORY     - Date     Condition        Report By
 TO0966  HISTORY     - UNK      FIRST OBSERVED
 TO0966  HISTORY     - 1960     GOOD             CGS
 TO0966  HISTORY     - 1960     GOOD             NGS
 TO0966
 TO0966                          STATION DESCRIPTION
 TO0966
 TO0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TO0966'THE STATION IS THE TOP-CENTER OF THE LOOKOUT HOUSE.  IT IS
 TO0966'LOCATED 7 MILES NORTHEAST OF WHERE THE CLARK FORK RIVER
 TO0966'EMPTIES INTO PEND OREILLE LAKE, 6 MILES NORTH OF THE TOWN
 TO0966'OF CLARK FORK, 4-1/2 MILES WEST OF THE IDAHO-MONTANA STATE
 TO0966'LINE AND IN THE KANISKSU NATIONAL FOREST.
 TO0966'
 TO0966'THE LOOKOUT IS CONSTRUCTED OF WOOD AND IS APPROXIMATELY
 TO0966'14 X 14 FEET SQUARE.  IT IS SUPPORTED BY 4 POLE LEGS AND THE
 TO0966'HEIGHT, OVERALL, IS ABOUT 25 FEET.  STATION WAS PREVIOUSLY
 TO0966'LOCATED BUT NOT DESCRIBED.
 TO0966
 TO0966                          STATION RECOVERY (1960)
 TO0966
 TO0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 TO0966'RECOVERED.
 TO0966'
 TO0966'STATION MARK--THE TOP-CENTER OF THE LOOKOUT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1530 ***********************************************************************
 NU1530  DESIGNATION -  BELL
 NU1530  PID         -  NU1530
 NU1530  STATE/COUNTY-  ID/BANNOCK
 NU1530  USGS QUAD   -  SCOUT MTN (1976)
 NU1530
 NU1530                         *CURRENT SURVEY CONTROL
 NU1530  ___________________________________________________________________
 NU1530* NAD 83(1992)-  42 42 00.10812(N)    112 17 11.72675(W)     ADJUSTED  
 NU1530* NAVD 88     -      1958.8    (meters)    6426.     (feet)  VERTCON   
 NU1530  ___________________________________________________________________
 NU1530  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 NU1530  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 NU1530
 NU1530  HORZ ORDER  -  SECOND
 NU1530
 NU1530.The horizontal coordinates were established by classical geodetic methods
 NU1530.and adjusted by the National Geodetic Survey in July 1992..
 NU1530
 NU1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1530
 NU1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1530
 NU1530.The geoid height was determined by GEOID03.
 NU1530
 NU1530;                    North         East     Units Scale Factor Converg.
 NU1530;SPC ID E     -   114,783.678   190,174.355   MT  0.99994856   -0 04 52.8
 NU1530;UTM  12      - 4,728,306.944   394,622.687   MT  0.99973662   -0 52 21.3
 NU1530
 NU1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1530!SPC ID E     -   0.99969487  x   0.99994856  =   0.99964345
 NU1530!UTM  12      -   0.99969487  x   0.99973662  =   0.99943157
 NU1530
 NU1530|---------------------------------------------------------------------|
 NU1530| PID    Reference Object                     Distance      Geod. Az  |
 NU1530|                                                           dddmmss.s |
 NU1530| CQ5961 BELL RM 1                             4.676 METERS 10320     |
 NU1530| CQ5960 BELL AZ MK                                         1072915.9 |
 NU1530| CQ5962 BELL RM 2                            11.721 METERS 28857     |
 NU1530|---------------------------------------------------------------------|
 NU1530
 NU1530                          SUPERSEDED SURVEY CONTROL
 NU1530
 NU1530  NAD 83(1986)-  42 42 00.10149(N)    112 17 11.71139(W) AD(       ) 2
 NU1530  NAD 27      -  42 42 00.40730(N)    112 17 08.81680(W) AD(       ) 2
 NU1530  NGVD 29 (07/19/86) 1957.7    (m)         6423.     (f) VERT ANG       
 NU1530
 NU1530.Superseded values are not recommended for survey control.
 NU1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1530.See file dsdata.txt to determine how the superseded data were derived.
 NU1530
 NU1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9462328307(NAD 83)
 NU1530_MARKER: DS = TRIANGULATION STATION DISK
 NU1530_SETTING: 66 = SET IN ROCK OUTCROP
 NU1530
 NU1530  HISTORY     - Date     Condition        Report By
 NU1530  HISTORY     - 1960     MONUMENTED       CGS
 NU1530
 NU1530                          STATION DESCRIPTION
 NU1530
 NU1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1530'THE STATION IS 7 MILES NORTHWEST OF MC CAMMON, 0.35 MILE WEST
 NU1530'OF THE EAST BOUNDARY OF THE CARIBOU NATIONAL FOREST AND ON
 NU1530'A HIGH POINT OF AN EAST-WEST RIDGE WHICH DECENDS INTO MARSH
 NU1530'CREEK VALLEY.  IT IS ON THE SECOND PROMINENT CREST OF THE
 NU1530'RIDGE WEST OF THE CULTIVATED FIELDS AND THE STATION POINT
 NU1530'BEING COVERED WITH GRANITE OUTCROPS, CEDAR TREES AND HEAVY
 NU1530'BRUSH.
 NU1530'
 NU1530'TO REACH THE STATION FROM THE INKOM POST OFFICE, PROCEED
 NU1530'SOUTHEAST ON U.S. HIGHWAYS 30 N, 91 AND 191 FOR 0.2 MILE TO THE
 NU1530'ENTRANCE TO THE IDAHO CEMENT PLANT, TURN RIGHT, WEST, CROSSING
 NU1530'THE RAILROAD TRACKS, THE PORTNEUF RIVER AND UP THE HILL FOR
 NU1530'0.2 MILE TO A FORK, TURN LEFT, SOUTH, FOLLOWING MARSH CREEK
 NU1530'ROAD FOR 7.8 MILES TO A WIRE FENCED CORRAL, SMALL CREEK AND
 NU1530'A LOG HOUSE ALL ON THE WEST SIDE OF THE ROAD, TURN RIGHT,
 NU1530'WEST, UP THE CANYON PASSING THE LOG HOUSE FOR 0.25 MILE TO
 NU1530'A FORK, KEEP THE RIGHT FORK UP HILL FOR 0.65 MILE TO A WIRE
 NU1530'GATE, CONTINUE WEST THROUGH THE GATE FOR 0.05 MILE TO THE
 NU1530'AZIMUTH MARK, 94 FEET NORTH OF THE CENTER OF THE ROAD, 5.5
 NU1530'FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU1530'CONTINUE WESTERLY ON A RANCH ROAD AND THROUGH THE
 NU1530'CULTIVATED FIELDS UP THE CREST OF THE RIDGE FOR 1.0 MILE TO
 NU1530'A POINT WHERE ROAD CROSSES A DEEP DRAW, TURN RIGHT, NORTH,
 NU1530'CROSSING THE DRAW FOR 0.25 MILE TO AN EAST-WEST SECTION
 NU1530'LINE FENCE, TURN LEFT, WEST, FOLLOWING THE SOUTH SIDE OF
 NU1530'THE FENCE TO A CORNER THENCE RIGHT, NORTH, TOTALING 0.45
 NU1530'MILE TO THE NORTH EDGE OF THE CULTIVATED AREA AND A DEEP
 NU1530'RAVINE, CROSS THE RAVINE TO THE NORTH SIDE THENCE LEFT,
 NU1530'WEST, INTO THE HEAD OF A GRASSY DRAW FOR 0.2 MILE TO A
 NU1530'NORTH-SOUTH FENCE LINE, TURN RIGHT, NORTH, ALONG THE
 NU1530'FENCE FOR 0.05 MILE TO THE CREST OF THE RIDGE.  LETTING
 NU1530'DOWN THE FENCE, TURN LEFT, WEST, UP THE CREST OF THE RIDGE
 NU1530'FOR 0.6 MILE TO THE END OF TRUCK TRAVEL IN A LOW SADDLE
 NU1530'AT THE BASE OF THE STATION HILL.  PACK AROUND THE SOUTH SIDE
 NU1530'OF THE HILL TO THE STATION SITE ON THE FIRST SUMMIT.
 NU1530'ABOUT 5 MINUTES PACK TIME.
 NU1530'
 NU1530'THE STATION AND REFERENCE MARKS ARE STANDARD DISK CEMENTED
 NU1530'IN DRILL HOLES IN OUTCROPPING BEDROCK AND STAMPED BELL 1960, WITH
 NU1530'THE REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 NU1530'
 NU1530'THE AZIMUTH MARK, STAMPED BELL 1960, IS A STANDARD DISK
 NU1530'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER ON THE CREST OF
 NU1530'THE RIDGE.
 NU1530'
 NU1530'A 4-WHEEL DRIVE VEHICLE IS REQUIRED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1838 ***********************************************************************
 RZ1838  DESIGNATION -  BELL
 RZ1838  PID         -  RZ1838
 RZ1838  STATE/COUNTY-  ID/NEZ PERCE
 RZ1838  USGS QUAD   -  LAPWAI (1972)
 RZ1838
 RZ1838                         *CURRENT SURVEY CONTROL
 RZ1838  ___________________________________________________________________
 RZ1838* NAD 83(1992)-  46 27 30.47135(N)    116 46 29.12213(W)     ADJUSTED  
 RZ1838* NAVD 88     -       538.0    (meters)    1765.     (feet)  VERTCON   
 RZ1838  ___________________________________________________________________
 RZ1838  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 RZ1838  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 RZ1838
 RZ1838  HORZ ORDER  -  SECOND
 RZ1838
 RZ1838.The horizontal coordinates were established by classical geodetic methods
 RZ1838.and adjusted by the National Geodetic Survey in July 1992..
 RZ1838
 RZ1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1838
 RZ1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1838
 RZ1838.The geoid height was determined by GEOID03.
 RZ1838
 RZ1838;                    North         East     Units Scale Factor Converg.
 RZ1838;SPC ID W     -   532,908.160   721,282.636   MT  1.00000947   -0 44 34.3
 RZ1838;UTM  11      - 5,145,012.713   517,296.540   MT  0.99960368   +0 09 47.8
 RZ1838
 RZ1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1838!SPC ID W     -   0.99991850  x   1.00000947  =   0.99992797
 RZ1838!UTM  11      -   0.99991850  x   0.99960368  =   0.99952221
 RZ1838
 RZ1838|---------------------------------------------------------------------|
 RZ1838| PID    Reference Object                     Distance      Geod. Az  |
 RZ1838|                                                           dddmmss.s |
 RZ1838| CH6397 BELL RM 1                            15.942 METERS 07831     |
 RZ1838| CH6398 BELL RM 2                            11.932 METERS 20118     |
 RZ1838| RZ0235 SPALDING                            APPROX. 4.6 KM 2471240.5 |
 RZ1838|---------------------------------------------------------------------|
 RZ1838
 RZ1838                          SUPERSEDED SURVEY CONTROL
 RZ1838
 RZ1838  NAD 83(1991)-  46 27 30.47512(N)    116 46 29.11854(W) AD(       ) 2
 RZ1838  NAD 83(1986)-  46 27 30.47707(N)    116 46 29.11735(W) AD(       ) 2
 RZ1838  NAD 27      -  46 27 30.87750(N)    116 46 25.57510(W) AD(       ) 2
 RZ1838  NGVD 29 (07/19/86)  537.0    (m)         1762.     (f) VERT ANG       
 RZ1838
 RZ1838.Superseded values are not recommended for survey control.
 RZ1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1838.See file dsdata.txt to determine how the superseded data were derived.
 RZ1838
 RZ1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM1729745013(NAD 83)
 RZ1838_MARKER: Z = SEE DESCRIPTION
 RZ1838_SETTING: 0 = UNSPECIFIED SETTING
 RZ1838
 RZ1838  HISTORY     - Date     Condition        Report By
 RZ1838  HISTORY     - 1959     MONUMENTED       CGS
 RZ1838  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RZ1838
 RZ1838                          STATION DESCRIPTION
 RZ1838
 RZ1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1838'STATION IS LOCATED ABOUT 2 MILES EAST AND 3/4 MILE NORTH OF
 RZ1838'SPALDING JUNCTION, 1/2 MILE SOUTHEAST OF STATE HIGHWAY 9 AND 1-1/2
 RZ1838'MILES EAST AND 4 MILES NORTH OF LAPWAI, IN A GRASSY AREA BETWEEN
 RZ1838'A CULTIVATED FIELD AND THE EDGE OF A BLUFF WHICH DROPS OFF SHARPLY
 RZ1838'TO THE WEST, ON A LOW PROMINENT RIDGE WHICH OVERLOOKS THE
 RZ1838'CLEARWATER RIVER TO THE NORTH.  IT IS IN THE SOUTHWEST 1/4 OF
 RZ1838'SECTION 13, T 36 N, R 4 W, ON LAND OWNED BY A MR. WESTWARD.
 RZ1838'
 RZ1838'REACHED FROM THE DEPOT IN LAPWAI BY GOING NORTH ON U.S. HIGHWAY
 RZ1838'95 FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, CROSSING
 RZ1838'RAILROAD TRACKS, AND FOLLOW GRAVEL ROAD EAST AND NORTH FOR 0.8
 RZ1838'MILE TO FORKS, TAKE RIGHT FORK, NORTHEASTERLY, FOR 1.0 MILE
 RZ1838'TO FORKS AND SIGN MEACHAM HEREFORDS, TAKE LEFT FORK,
 RZ1838'NORTHEASTERLY, FOR 1.7 MILES TO A SIDE ROAD LEFT JUST AFTER
 RZ1838'PASSING TWO WOODEN GRAIN BINS ON THE LEFT, TURN LEFT AND
 RZ1838'FOLLOW GRAVEL ROAD FOR 1.1 MILE TO A HOUSE ON THE RIGHT AND
 RZ1838'END OF GRAVEL, CONTINUE STRAIGHT AHEAD ON DIRT FIELD ROAD,
 RZ1838'PASSING SOME SMALL SHEDS ON THE RIGHT, FOR 0.35 MILE TO
 RZ1838'FORKS, TAKE LEFT FORK AND FOLLOW DIRT ROAD UP STEEP GRADE FOR
 RZ1838'0.4 MILE TO TOP OF GRADE AND ENTRANCE TO FIELD, FROM
 RZ1838'HERE PICK WAY, WESTERLY, ACROSS FIELD FOR 0.5 MILE TO A
 RZ1838'BLUFF AND THREE SPRUCE TREES, TURN LEFT AND FOLLOW EDGE OF
 RZ1838'BLUFF SOUTHWESTERLY FOR 0.1 MILE TO THE MARK AS DESCRIBED.
 RZ1838'
 RZ1838'STATION MARK IS A STANDARD DISK, STAMPED BELL 1959, BRAZED TO
 RZ1838'THE TOP OF A 2-INCH PIPE PROJECTING 5 INCHES.  IT IS 294 FEET
 RZ1838'NORTHEAST OF A WIRE FENCE, 16 FEET EAST OF THE EDGE OF THE BLUFF
 RZ1838'AND 72 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD.
 RZ1838'
 RZ1838'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BELL NO 1 1959,
 RZ1838'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT EXPOSED AREA OF BEDROCK
 RZ1838'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 319 FEET NORTHEAST
 RZ1838'OF THE WIRE FENCE AND 49 FEET WEST OF THE WEST EDGE OF THE
 RZ1838'FIELD AND SET ON THE EDGE OF THE BLUFF.
 RZ1838'
 RZ1838'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BELL NO 2 1959,
 RZ1838'BRAZED TO THE TOP OF A 2-INCH PIPE PROJECTING 7 INCHES.  IT IS
 RZ1838'267 FEET NORTHEAST OF THE WIRE FENCE, 51 FEET WEST OF THE WEST
 RZ1838'EDGE OF THE FIELD AND 33 FEET EAST OF THE EDGE OF THE BLUFF.
 RZ1838'
 RZ1838'NO AZIMUTH MARK SET.
 RZ1838
 RZ1838                          STATION RECOVERY (1970)
 RZ1838
 RZ1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BPA)
 RZ1838'REACHED BY HELICOPTER.  STATION PROPER WAS FOUND IN GOOD
 RZ1838'CONDITION.  DID NOT SEARCH FOR R.M.S OR AZIMUTH.  1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0752 ***********************************************************************
 PZ0752  DESIGNATION -  BELL
 PZ0752  PID         -  PZ0752
 PZ0752  STATE/COUNTY-  ID/LEMHI
 PZ0752  USGS QUAD   -  BELL MOUNTAIN (1987)
 PZ0752
 PZ0752                         *CURRENT SURVEY CONTROL
 PZ0752  ___________________________________________________________________
 PZ0752* NAD 83(1992)-  44 14 10.36906(N)    113 11 38.12279(W)     ADJUSTED  
 PZ0752* NAVD 88     -      3541.     (meters)   11617.     (feet)  SCALED    
 PZ0752  ___________________________________________________________________
 PZ0752  LAPLACE CORR-           7.21  (seconds)                    DEFLEC99
 PZ0752  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 PZ0752
 PZ0752  HORZ ORDER  -  THIRD
 PZ0752
 PZ0752.The horizontal coordinates were established by classical geodetic methods
 PZ0752.and adjusted by the National Geodetic Survey in July 1992..
 PZ0752
 PZ0752.The orthometric height was scaled from a topographic map.
 PZ0752
 PZ0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0752
 PZ0752.The geoid height was determined by GEOID03.
 PZ0752
 PZ0752;                    North         East     Units Scale Factor Converg.
 PZ0752;SPC ID C     -   285,756.587   564,391.984   MT  0.99999834   +0 33 44.5
 PZ0752;UTM  12      - 4,900,449.690   324,802.321   MT  0.99997750   -1 31 51.3
 PZ0752
 PZ0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0752!SPC ID C     -   0.99944682  x   0.99999834  =   0.99944516
 PZ0752!UTM  12      -   0.99944682  x   0.99997750  =   0.99942433
 PZ0752
 PZ0752                          SUPERSEDED SURVEY CONTROL
 PZ0752
 PZ0752  NAD 83(1986)-  44 14 10.36635(N)    113 11 38.11614(W) AD(       ) 3
 PZ0752  NAD 27      -  44 14 10.66743(N)    113 11 35.13789(W) AD(       ) 3
 PZ0752
 PZ0752.Superseded values are not recommended for survey control.
 PZ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0752.See file dsdata.txt to determine how the superseded data were derived.
 PZ0752
 PZ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ2480200450(NAD 83)
 PZ0752_MARKER: DB = BENCH MARK DISK
 PZ0752_SETTING: 80 = SET IN A BOULDER
 PZ0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0752+STABILITY: SURFACE MOTION
 PZ0752
 PZ0752  HISTORY     - Date     Condition        Report By
 PZ0752  HISTORY     - 1915     MONUMENTED       USGS
 PZ0752  HISTORY     - 1932     GOOD             USGS
 PZ0752
 PZ0752                          STATION DESCRIPTION
 PZ0752
 PZ0752'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 PZ0752'NOT OCCUPIED.
 PZ0752'
 PZ0752'LOCATED ABOUT 10 MI NE. OF CLYDE POST OFFICE.  ON BELL MOUNTAIN,
 PZ0752'A HIGH PROMINENT BELL-SHAPED PEAK ON MAIN BACKBONE OF LITTLE LOST
 PZ0752'RIVER RANGE.
 PZ0752'
 PZ0752'REACHED BY LONG DIFFICULT CLIMB ON FOOT.
 PZ0752'
 PZ0752'STATION MARK--STANDARD BM TABLET, UNSTAMPED, IN ROCK IN PLACE
 PZ0752'UNDER CENTER OF LARGE MONUMENT.
 PZ0752'
 PZ0752'RM 1--CHISELED CROSS ON SOLID ROCK.
 PZ0752
 PZ0752                          STATION RECOVERY (1932)
 PZ0752
 PZ0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1932
 PZ0752'NOT OCCUPIED, INTERSECTED ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0847 ***********************************************************************
 OZ0847  DESIGNATION -  BELL
 OZ0847  PID         -  OZ0847
 OZ0847  STATE/COUNTY-  ID/BLAINE
 OZ0847  USGS QUAD   -  LITTLE WOOD RIVER RESERVOIR (1979)
 OZ0847
 OZ0847                         *CURRENT SURVEY CONTROL
 OZ0847  ___________________________________________________________________
 OZ0847* NAD 83(1992)-  43 25 51.55550(N)    114 06 39.75313(W)     ADJUSTED  
 OZ0847* NAVD 88     -      2436.1    (meters)    7992.     (feet)  VERTCON   
 OZ0847  ___________________________________________________________________
 OZ0847  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 OZ0847  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 OZ0847
 OZ0847  HORZ ORDER  -  THIRD
 OZ0847
 OZ0847.The horizontal coordinates were established by classical geodetic methods
 OZ0847.and adjusted by the National Geodetic Survey in July 1992..
 OZ0847
 OZ0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0847
 OZ0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0847
 OZ0847.The geoid height was determined by GEOID03.
 OZ0847
 OZ0847;                    North         East     Units Scale Factor Converg.
 OZ0847;SPC ID C     -   195,983.435   491,009.499   MT  0.99994836   -0 04 34.8
 OZ0847;UTM  11      - 4,812,731.521   733,827.242   MT  1.00027260   +1 59 13.2
 OZ0847
 OZ0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0847!SPC ID C     -   0.99962015  x   0.99994836  =   0.99956853
 OZ0847!UTM  11      -   0.99962015  x   1.00027260  =   0.99989265
 OZ0847
 OZ0847:                Primary Azimuth Mark                     Grid Az
 OZ0847:SPC ID C     -  GANNETT                                  234 03 28.1
 OZ0847:UTM  11      -  GANNETT                                  231 59 40.1
 OZ0847
 OZ0847|---------------------------------------------------------------------|
 OZ0847| PID    Reference Object                     Distance      Geod. Az  |
 OZ0847|                                                           dddmmss.s |
 OZ0847| OZ0865 GANNETT                             APPROX.13.5 KM 2335853.3 |
 OZ0847|---------------------------------------------------------------------|
 OZ0847
 OZ0847                          SUPERSEDED SURVEY CONTROL
 OZ0847
 OZ0847  NAD 83(1986)-  43 25 51.55404(N)    114 06 39.74832(W) AD(       ) 3
 OZ0847  NGVD 29 (01/23/89) 2435.0    (m)         7989.     (f) VERT ANG       
 OZ0847
 OZ0847.Superseded values are not recommended for survey control.
 OZ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0847.See file dsdata.txt to determine how the superseded data were derived.
 OZ0847
 OZ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ3382712732(NAD 83)
 OZ0847_MARKER: DD = SURVEY DISK
 OZ0847_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0847_SP_SET: SET IN ROCK OUTCROP
 OZ0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0847+STABILITY: POSITION/ELEVATION WELL
 OZ0847
 OZ0847  HISTORY     - Date     Condition        Report By
 OZ0847  HISTORY     - 1956     MONUMENTED       USGS
 OZ0847
 OZ0847                          STATION DESCRIPTION
 OZ0847
 OZ0847'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ0847'LOCATED ABOUT 6 MI. E. OF BELLEVUE, ON PROMINENT, HIGH TOP.
 OZ0847'
 OZ0847'TO REACH FROM BELLEVUE P.O., DRIVE E. FOR 5.8 MI. ALONG MULDOON ROAD
 OZ0847'TO RD. FORKS, TAKE RIGHT FORK FOR 2.5 MI. TO DRAIN FORKS.  PACK W. TO
 OZ0847'SADDLE AND THEN SE. TO TOP AND STATION.  A 1-HOUR PACK.
 OZ0847'
 OZ0847'STATION MARK--STANDARD TABLET STAMPED---BELL 1956---, CEMENTED IN
 OZ0847'ROCK.
 OZ0847'
 OZ0847'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN ROCK, 30.33
 OZ0847'FT. FROM STATION MARK, N 69 DEG 42 MIN E.
 OZ0847'
 OZ0847'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN ROCK, 39.25
 OZ0847'FT. FROM STATION MARK, S 64 DEG 48 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0928 ***********************************************************************
 OZ0928  DESIGNATION -  BELL 2
 OZ0928  PID         -  OZ0928
 OZ0928  STATE/COUNTY-  ID/BLAINE
 OZ0928  USGS QUAD   -  LITTLE WOOD RIVER RESERVOIR (1979)
 OZ0928
 OZ0928                         *CURRENT SURVEY CONTROL
 OZ0928  ___________________________________________________________________
 OZ0928* NAD 83(1994)-  43 25 51.53495(N)    114 06 38.73094(W)     ADJUSTED  
 OZ0928* NAVD 88     -      2436.0    (meters)    7992.     (feet)  VERTCON   
 OZ0928  ___________________________________________________________________
 OZ0928  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 OZ0928  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 OZ0928
 OZ0928  HORZ ORDER  -  SECOND
 OZ0928
 OZ0928.The horizontal coordinates were established by classical geodetic methods
 OZ0928.and adjusted by the National Geodetic Survey in June 1998..
 OZ0928
 OZ0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0928
 OZ0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0928
 OZ0928.The geoid height was determined by GEOID03.
 OZ0928
 OZ0928;                    North         East     Units Scale Factor Converg.
 OZ0928;SPC ID C     -   195,982.770   491,032.487   MT  0.99994836   -0 04 34.1
 OZ0928;UTM  11      - 4,812,731.684   733,850.247   MT  1.00027273   +1 59 13.9
 OZ0928
 OZ0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0928!SPC ID C     -   0.99962018  x   0.99994836  =   0.99956856
 OZ0928!UTM  11      -   0.99962018  x   1.00027273  =   0.99989280
 OZ0928
 OZ0928:                Primary Azimuth Mark                     Grid Az
 OZ0928:SPC ID C     -  ELK MT                                   034 49 39.2
 OZ0928:UTM  11      -  ELK MT                                   032 45 51.2
 OZ0928
 OZ0928|---------------------------------------------------------------------|
 OZ0928| PID    Reference Object                     Distance      Geod. Az  |
 OZ0928|                                                           dddmmss.s |
 OZ0928| OY0993 ELK MT                              APPROX.16.6 KM 0344505.1 |
 OZ0928| CD4242 BELL 2 RM 2                           8.244 METERS 15649     |
 OZ0928| CD4241 BELL 2 RM 1                          16.709 METERS 25759     |
 OZ0928|---------------------------------------------------------------------|
 OZ0928
 OZ0928                          SUPERSEDED SURVEY CONTROL
 OZ0928
 OZ0928  NAD 83(1992)-  43 25 51.53495(N)    114 06 38.73094(W) AD(       ) 2
 OZ0928  NAD 83(1986)-  43 25 51.53274(N)    114 06 38.72520(W) AD(       ) 2
 OZ0928  NAD 27      -  43 25 51.87507(N)    114 06 35.58926(W) AD(       ) 2
 OZ0928  NGVD 29 (07/19/86) 2434.8    (m)         7988.     (f) VERT ANG       
 OZ0928
 OZ0928.Superseded values are not recommended for survey control.
 OZ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0928.See file dsdata.txt to determine how the superseded data were derived.
 OZ0928
 OZ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ3385012732(NAD 83)
 OZ0928_MARKER: DD = SURVEY DISK
 OZ0928_SETTING: 0 = UNSPECIFIED SETTING
 OZ0928
 OZ0928  HISTORY     - Date     Condition        Report By
 OZ0928  HISTORY     - 1967     MONUMENTED       USGS
 OZ0928  HISTORY     - 1970     GOOD             USGS
 OZ0928
 OZ0928                          STATION DESCRIPTION
 OZ0928
 OZ0928'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DJF)
 OZ0928'LOCATED ABOUT 9 MI (AIRLINE) NNW. OF PICABO.  ABOUT 8 MI
 OZ0928'SE. OF BELLEVUE.
 OZ0928'
 OZ0928'TO REACH FROM THE POST OFFICE AT BELLEVUE GO S. ON U.S. HIGHWAY
 OZ0928'93 FOR 0.1 MI.  TURN LEFT (E.) ON GRAVEL RD. AT SIGN MULDOON, GO
 OZ0928'5.8 MI TO T-RD. S. AND SIGN BELL MTN. L.O. 6 MI.  TURN RIGHT
 OZ0928'AND FOLLOW MAIN RD. 6.1 MI TO LOOKOUT HOUSE AND STATION, 77.32
 OZ0928'FT E. OF THE CENTER OF THE LOOKOUT HOUSE AT THE EAST EDGE OF
 OZ0928'A PARKING AREA.
 OZ0928'
 OZ0928'STATION MARK--A STANDARD BRASS TABLET STAMPED BELL 2 1967
 OZ0928'SET IN A 12-INCH CONC. POST PROJECTING ABOUT 0.1 FT.
 OZ0928'
 OZ0928'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 OZ0928'NO 1 1967 CEMENTED INTO A DRILL HOLE IN THE CONC. LANDING OF
 OZ0928'THE LOOKOUT STEPS.
 OZ0928'
 OZ0928'REFERENCE MARK NO. 2--A STANDARD STATION MARK TABLET STAMPED
 OZ0928'REFERENCE MARK NO 2 1967 ON A COPPER-COATED STEEL ROD DRIVEN
 OZ0928'INTO THE GROUND AND PROJECTING ABOUT 0.4 FT.
 OZ0928
 OZ0928                          STATION RECOVERY (1970)
 OZ0928
 OZ0928'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OZ0928'LOCATED ABOUT 9 MI (AIRLINE) NNW. OF PICABO.  ABOUT 8 MI
 OZ0928'SE. OF BELLEVUE.
 OZ0928'
 OZ0928'TO REACH FROM THE POST OFFICE AT BELLEVUE GO S. ON U.S. HIGHWAY
 OZ0928'93 FOR 0.1 MI.  TURN LEFT (E.) ON GRAVEL RD. AT SIGN
 OZ0928'MULDOON, GO 5.8 MI TO T-RD. S. AND SIGN BELL MTN L.O. 6 MI.  TURN
 OZ0928'RIGHT AND FOLLOW MAIN RD. 6.1 MI TO LOOKOUT HOUSE AND
 OZ0928'STATION, ABOUT 23 YDS. E. OF THE CENTER OF THE LOOKOUT HOUSE AT
 OZ0928'THE EAST EDGE OF A PARKING AREA.
 OZ0928'
 OZ0928'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED BELL 2
 OZ0928'1967 SET IN A 12-INCH CONC. POST PROJECTING ABOUT 0.1 FT.
 OZ0928'
 OZ0928'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 OZ0928'STAMPED NO 1 1967 CEMENTED INTO A DRILL HOLE IN THE
 OZ0928'CONC. LANDING OF THE LOOKOUT STEPS, 1.6 FT BELOW STATION MARK.
 OZ0928'
 OZ0928'REFERENCE MARK NO. 2--A STANDARD USGS STATION MARK TABLET
 OZ0928'STAMPED REFERENCE MARK NO 2 1967 ON A COPPER-COATED STEEL ROD
 OZ0928'DRIVEN INTO THE GROUND AND PROJECTING ABOUT 0.4 FT, 5.0 FT
 OZ0928'BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0751 ***********************************************************************
 PZ0751  DESIGNATION -  BELL MOUNTAIN
 PZ0751  PID         -  PZ0751
 PZ0751  STATE/COUNTY-  ID/LEMHI
 PZ0751  USGS QUAD   -  BELL MOUNTAIN (1987)
 PZ0751
 PZ0751                         *CURRENT SURVEY CONTROL
 PZ0751  ___________________________________________________________________
 PZ0751* NAD 83(1992)-  44 14 10.39710(N)    113 11 38.01159(W)     ADJUSTED  
 PZ0751* NAVD 88     -                                                        
 PZ0751  ___________________________________________________________________
 PZ0751  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 PZ0751  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 PZ0751
 PZ0751  HORZ ORDER  -  THIRD
 PZ0751
 PZ0751.The horizontal coordinates were established by classical geodetic methods
 PZ0751.and adjusted by the National Geodetic Survey in July 1992..
 PZ0751
 PZ0751
 PZ0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0751
 PZ0751.The geoid height was determined by GEOID03.
 PZ0751
 PZ0751;                    North         East     Units Scale Factor Converg.
 PZ0751;SPC ID C     -   285,757.477   564,394.443   MT  0.99999835   +0 33 44.5
 PZ0751;UTM  12      - 4,900,450.489   324,804.811   MT  0.99997749   -1 31 51.2
 PZ0751
 PZ0751                          SUPERSEDED SURVEY CONTROL
 PZ0751
 PZ0751  NAD 83(1986)-  44 14 10.39741(N)    113 11 38.00327(W) AD(       ) 4
 PZ0751  NAD 27      -  44 14 10.69900(N)    113 11 34.98200(W) AD(       ) 3
 PZ0751
 PZ0751.Superseded values are not recommended for survey control.
 PZ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0751.See file dsdata.txt to determine how the superseded data were derived.
 PZ0751
 PZ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ2480500450(NAD 83)
 PZ0751_MARKER: Z = SEE DESCRIPTION
 PZ0751_SETTING: 80 = SET IN A BOULDER
 PZ0751_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PZ0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0751
 PZ0751  HISTORY     - Date     Condition        Report By
 PZ0751  HISTORY     - 1950     MONUMENTED       CGS
 PZ0751  HISTORY     - 1956     GOOD             USGS
 PZ0751
 PZ0751                          STATION DESCRIPTION
 PZ0751
 PZ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0751'STATION IS LOCATED, AIRLINE, ABOUT 44 MILES NORTHWEST OF
 PZ0751'TERRETON, 16 MILES SOUTH SOUTHEAST OF GILMORE AND 10 MILES
 PZ0751'WEST OF STATE HIGHWAY 28 WHICH RUNS THROUGH THE LEMHI VALLEY.
 PZ0751'IT IS A HIGH, PROMINENT PEAK IN THE LEMHI RANGE AND LOOKS LIKE
 PZ0751'A BELL FROM THE NORTH AND SOUTH.  IT IS LOCALLY CALLED BELL
 PZ0751'MOUNTAIN.
 PZ0751'
 PZ0751'STATION IS THE HIGHEST POINT OF THE MOUNTAIN.
 PZ0751
 PZ0751                          STATION RECOVERY (1956)
 PZ0751
 PZ0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0751'IN 1912-1915 USGS ESTABLISHED STATION --BELL-- (FINGER).
 PZ0751'THE STATION MARK
 PZ0751'IS A BENCH MARK TABLET SET IN PLACED ROCK UNDER CENTER OF LARGE
 PZ0751'MONUMENT.  THIS TABLET WAS RECOVERED AND USED AS REFERENCE MARK NO. 1
 PZ0751'FOR NEW 1956 STATION --BELL MTN.--.  IT WAS STAMPED--RM NO 1 1956--.
 PZ0751'
 PZ0751'NGS INTERSECTED THE HIGHEST POINT OF THE MOUNTAIN.
 PZ0751'LOCATED ABOUT 32 MI. N. OF HOWE, 31 MI. S. OF LEADORE, 10 MI. W. OF
 PZ0751'STATE HIGHWAY 28 ON A PROMINENT SHARP ROCKY TOP IN LEMHI RANGE
 PZ0751'LOCALLY KNOWN AS BELL MOUNTAIN.
 PZ0751'
 PZ0751'TO REACH FROM HOWE, DRIVE N. ON MAIN RD. 26.6 MI. TO RD. FORKS AND
 PZ0751'SIGN --MACKAY-- OPPOSITE CLYDE SCHOOL, CONTINUE STRAIGHT AHEAD 0.5 MI.
 PZ0751'TO FARM RD. RIGHT, TURN RIGHT 4.5 MI. TO RD. E. OPPOSITE GATE, DRIVE
 PZ0751'E. 0.5 MI. TO RD. FORKS, TAKE LEFT FORK DRIVING 2.1 MI. TO POINT OF
 PZ0751'LEAVING RD., TURN RIGHT AND DRIVE CROSS COUNTRY 1.9 MI. UP SLOPING
 PZ0751'GRASSY RIDGE TO EDGE OF TIMBER AND SLIDE ROCK AND END OF RD.  PACK UP
 PZ0751'RIDGE AND CLIMB TOWARD SHARP TOP AND STATION.  A 4-HOUR CLIMB.
 PZ0751'
 PZ0751'STATION MARK--STANDARD TABLET STAMPED---BELL MTN 1956---, CEMENTED
 PZ0751'IN NATURALLY EMBEDDED BOULDER.
 PZ0751'
 PZ0751'REFERENCE MARK NO. 1--EXISTING USGS BENCH MARK TABLET RECOVERED AND
 PZ0751'STAMPED---RM NO 1 1956---, CENTERED UNDER CAIRN, 8.03 FT. FROM
 PZ0751'STATION MARK, S 18 DEG 01 MIN W.
 PZ0751'
 PZ0751'REFERENCE MARK NO. 2--CHISELED CROSS ON BOULDER, 13.92 FT. FROM
 PZ0751'STATION MARK, N 12 DEG 14 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0753 ***********************************************************************
 PZ0753  DESIGNATION -  BELL MTN
 PZ0753  PID         -  PZ0753
 PZ0753  STATE/COUNTY-  ID/LEMHI
 PZ0753  USGS QUAD   -  BELL MOUNTAIN (1987)
 PZ0753
 PZ0753                         *CURRENT SURVEY CONTROL
 PZ0753  ___________________________________________________________________
 PZ0753* NAD 83(1992)-  44 14 10.43979(N)    113 11 38.10223(W)     ADJUSTED  
 PZ0753* NAVD 88     -      3540.9    (meters)   11617.     (feet)  VERTCON   
 PZ0753  ___________________________________________________________________
 PZ0753  LAPLACE CORR-           7.20  (seconds)                    DEFLEC99
 PZ0753  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 PZ0753
 PZ0753  HORZ ORDER  -  THIRD
 PZ0753
 PZ0753.The horizontal coordinates were established by classical geodetic methods
 PZ0753.and adjusted by the National Geodetic Survey in July 1992..
 PZ0753
 PZ0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0753
 PZ0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0753
 PZ0753.The geoid height was determined by GEOID03.
 PZ0753
 PZ0753;                    North         East     Units Scale Factor Converg.
 PZ0753;SPC ID C     -   285,758.774   564,392.419   MT  0.99999834   +0 33 44.5
 PZ0753;UTM  12      - 4,900,451.860   324,802.835   MT  0.99997750   -1 31 51.3
 PZ0753
 PZ0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0753!SPC ID C     -   0.99944677  x   0.99999834  =   0.99944512
 PZ0753!UTM  12      -   0.99944677  x   0.99997750  =   0.99942429
 PZ0753
 PZ0753|---------------------------------------------------------------------|
 PZ0753| PID    Reference Object                     Distance      Geod. Az  |
 PZ0753|                                                           dddmmss.s |
 PZ0753| CN3925 BELL MTN RM 1                         2.448 METERS 01214     |
 PZ0753| CN3926 BELL RM CROSS                         4.243 METERS 19801     |
 PZ0753| PZ0754 HAWLEY RESET                        APPROX.18.7 KM 2184546.2 |
 PZ0753|---------------------------------------------------------------------|
 PZ0753
 PZ0753                          SUPERSEDED SURVEY CONTROL
 PZ0753
 PZ0753  NAD 83(1986)-  44 14 10.43594(N)    113 11 38.09691(W) AD(       ) 3
 PZ0753  NAD 27      -  44 14 10.76286(N)    113 11 35.08339(W) AD(       ) 3
 PZ0753  NGVD 29 (07/19/86) 3539.3    (m)        11612.     (f) VERT ANG       
 PZ0753
 PZ0753.Superseded values are not recommended for survey control.
 PZ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0753.See file dsdata.txt to determine how the superseded data were derived.
 PZ0753
 PZ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ2480300452(NAD 83)
 PZ0753
 PZ0753  HISTORY     - Date     Condition        Report By
 PZ0753  HISTORY     - 1956     MONUMENTED       USGS
 PZ0753  HISTORY     - 1956     GOOD             USGS
 PZ0753
 PZ0753                          STATION DESCRIPTION
 PZ0753
 PZ0753'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0753'RECOVERED AS DESCRIBED.
 PZ0753'
 PZ0753'LOCATED ABOUT 32 MI N. OF HOWE, 31 MI S. OF LEADORE, 10 MI W. OF
 PZ0753'STATE HWY. 28.  ON PROMINENT SHARP ROCKY TOP IN LEMHI RANGE KNOWN
 PZ0753'LOCALLY AS BELL MOUNTAIN.
 PZ0753'
 PZ0753'TO REACH FROM HOWE, DRIVE 26.6 MI N. ON MAIN RD. TO RD. FORKS AND
 PZ0753'SIGN MACKAY OPPOSITE CLYDE SCHOOL, CONTINUE STRAIGHT AHEAD 0.5
 PZ0753'MI. TO FARM RD. RIGHT.  TURN RIGHT 4.5 MI TO RD. E. OPPOSITE GATE.
 PZ0753'DRIVE 0.5 MI E. TO RD. FORKS.  TAKE LEFT FORK 2.1 MI TO POINT OF
 PZ0753'LEAVING RD.  TURN RIGHT CROSS-COUNTRY 1.9 MI UP SLOPING GRASSY
 PZ0753'RIDGE TO EDGE OF TIMBER AND SLIDE ROCK AT END OF RD.  PACK UP
 PZ0753'RIDGE TOWARD SHARP TOP AND STATION.  A 4-HOUR CLIMB.
 PZ0753'
 PZ0753'STATION MARK--STANDARD TABLET STAMPED---BELL MTN 1956,---CEMENTED
 PZ0753'IN NATURALLY EMBEDDED BOULDER.
 PZ0753'
 PZ0753'RM 1--STANDARD RM TABLET STAMPED---RM NO 1 1956,---CENTERED UNDER
 PZ0753'CAIRN (1915 STATION BELL).
 PZ0753'
 PZ0753'RM 2--CHISELED CROSS ON BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0944 ***********************************************************************
 OZ0944  DESIGNATION -  BELLEVUE
 OZ0944  PID         -  OZ0944
 OZ0944  STATE/COUNTY-  ID/BLAINE
 OZ0944  USGS QUAD   -  BELLEVUE (1986)
 OZ0944
 OZ0944                         *CURRENT SURVEY CONTROL
 OZ0944  ___________________________________________________________________
 OZ0944* NAD 83(1992)-  43 27 44.90855(N)    114 16 59.52520(W)     ADJUSTED  
 OZ0944* NAVD 88     -      1936.7    (meters)    6354.     (feet)  VERTCON   
 OZ0944  ___________________________________________________________________
 OZ0944  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 OZ0944  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 OZ0944
 OZ0944  HORZ ORDER  -  SECOND
 OZ0944
 OZ0944.The horizontal coordinates were established by classical geodetic methods
 OZ0944.and adjusted by the National Geodetic Survey in July 1992..
 OZ0944
 OZ0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0944
 OZ0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0944
 OZ0944.The geoid height was determined by GEOID03.
 OZ0944
 OZ0944;                    North         East     Units Scale Factor Converg.
 OZ0944;SPC ID C     -   199,514.468   477,082.629   MT  0.99995383   -0 11 41.3
 OZ0944;UTM  11      - 4,815,759.565   719,778.276   MT  1.00019419   +1 52 10.5
 OZ0944
 OZ0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0944!SPC ID C     -   0.99969843  x   0.99995383  =   0.99965228
 OZ0944!UTM  11      -   0.99969843  x   1.00019419  =   0.99989256
 OZ0944
 OZ0944|---------------------------------------------------------------------|
 OZ0944| PID    Reference Object                     Distance      Geod. Az  |
 OZ0944|                                                           dddmmss.s |
 OZ0944| CD4244 BELLEVUE RM 2                         5.344 METERS 11149     |
 OZ0944| OZ0943 MABEL                               APPROX. 7.6 KM 1622713.6 |
 OZ0944| CD4243 BELLEVUE RM 1                         5.449 METERS 35653     |
 OZ0944|---------------------------------------------------------------------|
 OZ0944
 OZ0944                          SUPERSEDED SURVEY CONTROL
 OZ0944
 OZ0944  NAD 83(1986)-  43 27 44.90591(N)    114 16 59.51985(W) AD(       ) 2
 OZ0944  NAD 27      -  43 27 45.23838(N)    114 16 56.35577(W) AD(       ) 2
 OZ0944  NGVD 29 (07/19/86) 1935.6    (m)         6350.     (f) VERT ANG       
 OZ0944
 OZ0944.Superseded values are not recommended for survey control.
 OZ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0944.See file dsdata.txt to determine how the superseded data were derived.
 OZ0944
 OZ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ1977815760(NAD 83)
 OZ0944_MARKER: DD = SURVEY DISK
 OZ0944_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0944
 OZ0944  HISTORY     - Date     Condition        Report By
 OZ0944  HISTORY     - 1970     MONUMENTED       USGS
 OZ0944
 OZ0944                          STATION DESCRIPTION
 OZ0944
 OZ0944'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OZ0944'RM 1 TO RM 2 NOT MEASURED.
 OZ0944'
 OZ0944'LOCATED ABOUT 2.0 MI W. OF BELLEVUE.  ON A HIGH TOP OVERLOOKING
 OZ0944'BELLEVUE.
 OZ0944'
 OZ0944'TO REACH FROM THE POST OFFICE IN BELLEVUE GO N. ON
 OZ0944'U.S. HIGHWAY 99 FOR 0.15 MI TO RD. W.  TURN LEFT FOR 0.35 MI.  TURN
 OZ0944'LEFT AFTER X-ING WOOD RIVER BRIDGE AND GO 1.0 MI TO RD. FK.  TAKE
 OZ0944'RIGHT FORK 0.5 MI TO RD. FK. (SIGN LEES GULCH).  TURN RIGHT
 OZ0944'FOR 0.1 MI TO TRACK RD.  TURN RIGHT AND FOLLOW TRACK RD. UPHILL
 OZ0944'FOR 0.8 MI TO END OF TRUCK TRAVEL.  PACK N. UPHILL FOR ABOUT
 OZ0944'300 FT TO TOP AND STATION.
 OZ0944'
 OZ0944'STATION MARK--STANDARD USGS TABLET STAMPED BELLEVUE 1970
 OZ0944'SET IN ROCK OUTCROP FLUSH WITH GROUND.
 OZ0944'
 OZ0944'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 OZ0944'STAMPED NO 1 1970 SET IN ROCK, 0.3 FT BELOW STATION MARK.
 OZ0944'
 OZ0944'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 OZ0944'STAMPED NO 2 1970 SET IN ROCK, 2.5 FT BELOW STATION MARK.
 OZ0944'
 OZ0944'AZIMUTH MARK IS BELLEVUE COMMUNITY CHURCH IN CENTER OF BELLEVUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1751 ***********************************************************************
 NU1751  DESIGNATION -  BELT
 NU1751  PID         -  NU1751
 NU1751  STATE/COUNTY-  ID/MINIDOKA
 NU1751  USGS QUAD   -  RUPERT NW (1964)
 NU1751
 NU1751                         *CURRENT SURVEY CONTROL
 NU1751  ___________________________________________________________________
 NU1751* NAD 83(1992)-  42 40 40.30729(N)    113 42 17.11862(W)     ADJUSTED  
 NU1751* NAVD 88     -      1296.4    (meters)    4253.     (feet)  VERTCON   
 NU1751  ___________________________________________________________________
 NU1751  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 NU1751  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NU1751
 NU1751  HORZ ORDER  -  SECOND
 NU1751
 NU1751.The horizontal coordinates were established by classical geodetic methods
 NU1751.and adjusted by the National Geodetic Survey in July 1992..
 NU1751
 NU1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1751
 NU1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1751
 NU1751.The geoid height was determined by GEOID03.
 NU1751
 NU1751;                    North         East     Units Scale Factor Converg.
 NU1751;SPC ID C     -   112,356.652   524,198.669   MT  0.99995457   +0 12 00.5
 NU1751;UTM  12      - 4,728,590.321   278,384.871   MT  1.00020428   -1 50 03.2
 NU1751
 NU1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1751!SPC ID C     -   0.99979898  x   0.99995457  =   0.99975356
 NU1751!UTM  12      -   0.99979898  x   1.00020428  =   1.00000322
 NU1751
 NU1751:                Primary Azimuth Mark                     Grid Az
 NU1751:SPC ID C     -  RUPERT MUNICIPAL TANK                    158 50 12.6
 NU1751:UTM  12      -  RUPERT MUNICIPAL TANK                    160 52 16.3
 NU1751
 NU1751|---------------------------------------------------------------------|
 NU1751| PID    Reference Object                     Distance      Geod. Az  |
 NU1751|                                                           dddmmss.s |
 NU1751| NU1744 RUPERT MUNICIPAL TANK               APPROX. 7.1 KM 1590213.1 |
 NU1751| CQ5963 BELT AZ MK                                         1682213.4 |
 NU1751| CQ5966 BELT RM 3                            38.155 METERS 17610     |
 NU1751| CQ5965 BELT RM 2                            21.939 METERS 20743     |
 NU1751| NU1757 PAUL AMALGAMATED SUGAR CO STK       APPROX. 8.5 KM 2111249.0 |
 NU1751| NU1756 PAUL MUNICIPAL TANK                 APPROX. 9.9 KM 2181126.7 |
 NU1751| CQ5967 BELT RM 4                            25.234 METERS 29725     |
 NU1751| CQ5964 BELT RM 1                            15.620 METERS 29725     |
 NU1751| NU1767 KIMAMA BUTTE LOOKOUT HOUSE          APPROX.18.3 KM 3004531.6 |
 NU1751|---------------------------------------------------------------------|
 NU1751
 NU1751                          SUPERSEDED SURVEY CONTROL
 NU1751
 NU1751  NAD 83(1986)-  42 40 40.30699(N)    113 42 17.11390(W) AD(       ) 2
 NU1751  NAD 27      -  42 40 40.63000(N)    113 42 14.07500(W) AD(       ) 2
 NU1751  NGVD 29 (07/19/86) 1295.4    (m)         4250.     (f) VERT ANG       
 NU1751
 NU1751.Superseded values are not recommended for survey control.
 NU1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1751.See file dsdata.txt to determine how the superseded data were derived.
 NU1751
 NU1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7838528590(NAD 83)
 NU1751_MARKER: DS = TRIANGULATION STATION DISK
 NU1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1751
 NU1751  HISTORY     - Date     Condition        Report By
 NU1751  HISTORY     - 1950     MONUMENTED       CGS
 NU1751  HISTORY     - 1956     GOOD             BOR
 NU1751
 NU1751                          STATION DESCRIPTION
 NU1751
 NU1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1751'THE STATION IS LOCATED ON THE SOUTH END OF A BENCH THAT IS
 NU1751'THE HIGHEST POINT IN THE IMMEDIATE VICINITY, ABOUT 12 MILES
 NU1751'WEST SOUTHWEST OF MINIDOKA, 6 MILES NORTHEAST OF PAUL, 4-1/2
 NU1751'MILES NORTH NORTHWEST OF RUPERT AND 100 FEET EAST OF THE
 NU1751'CENTERLINE OF A GRAVELED ROAD.
 NU1751'
 NU1751'TO REACH, FROM THE NORTHWEST CORNER OF THE SQUARE IN RUPERT,
 NU1751'GO NORTH, ON F STREET 0.15 MILE.  TURN LEFT, AND GO WEST, ON
 NU1751'8TH STREET 0.6 MILE TO CROSS ROADS.  TURN RIGHT, AND GO NORTH
 NU1751'2.0 MILES TO CROSS ROADS.  TURN LEFT, AND GO WEST 0.45 MILE
 NU1751'TO THE AZIMUTH MARK.  CONTINUE WEST 0.45 MILE TO CROSS ROADS.
 NU1751'TURN RIGHT, AND GO NORTH 2.0 MILES TO TOP OF SMALL RISE AND
 NU1751'THE STATION.
 NU1751'
 NU1751'THE STATION MARK IS A STANDARD DISK, STAMPED BELT 1950, SET
 NU1751'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NU1751'ABOUT 4 INCHES.
 NU1751'
 NU1751'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BELT NO
 NU1751'1 1950, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 NU1751'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 2 FEET LOWER THAN
 NU1751'THE STATION.
 NU1751'
 NU1751'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BELT NO
 NU1751'2 1950, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 NU1751'PROJECTS ABOUT 4 INCHES AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 NU1751'
 NU1751'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BELT 1950, SET
 NU1751'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NU1751'ABOUT 4 INCHES.  IT IS LOCATED ALONG THE NORTH SIDE OF A PAVED
 NU1751'ROAD, ABOUT 25 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD,
 NU1751'6 INCHES SOUTH OF THE FENCE LINE AND 12 INCHES NORTH OF THE
 NU1751'TELEPHONE POLE.
 NU1751
 NU1751                          STATION RECOVERY (1956)
 NU1751
 NU1751'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1956 (OLK)
 NU1751'THE STATION WAS LOWERED IN PLACE AND REFERENCE MARKS 3 AND 4
 NU1751'ESTABLISHED BY MR. O.L. KIME, CONSTRUCTION ENGINEER, BUREAU OF
 NU1751'RECLAMATION.
 NU1751'
 NU1751'TRIANGULATION STATION BELT WAS LOWERED, BY PLUMB LINE, TO A DEPTH
 NU1751'OF 5.611 FEET BELOW ITS FORMER POSITION.  THE STATION DISK IS
 NU1751'NOW STAMPED BELT 2 1956.
 NU1751'
 NU1751'REFERENCE MARK NO. 1 WAS EXTENDED ALONG ITS FORMER AZIMUTH TO
 NU1751'A NEW DISTANCE OF 82.790 FEET FROM STATION BELT.  THIS MONUMENT
 NU1751'NOW LIES ON THE EAST RIGHT-OF-WAY OF A N AND S ROAD.  THE
 NU1751'REFERENCE NO. 1 DISK IS NOW STAMPED BELT 2 NO 4 1956.
 NU1751'
 NU1751'REFERENCE MARK NO. 2 WAS COMPLETELY RELOCATED AT A POINT
 NU1751'125.177 FEET FROM STATION BELT AND IS ON THE NORTH RIGHT-OF-WAY
 NU1751'LINE OF AN E AND W ROAD.  THE REFERENCE MARK NO. 2 DISK IS NOW
 NU1751'STAMPED BELT 2 NO 3 1956.
 NU1751'
 NU1751'THE AZIMUTH MARK WAS NOT DISTURBED.
 NU1751'
 NU1751'NOTE--STATION DISK STAMPED BELT 1950 AND R.M. DISK STAMPED
 NU1751'BELT NO 2 1950 RECD AT THIS OFFICE 2/24/57.  MARK LOWERED TO
 NU1751'PERMIT HOUSE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1155 ***********************************************************************
 NV1155  DESIGNATION -  BEN
 NV1155  PID         -  NV1155
 NV1155  STATE/COUNTY-  ID/ELMORE
 NV1155  USGS QUAD   -  HAMMETT (1992)
 NV1155
 NV1155                         *CURRENT SURVEY CONTROL
 NV1155  ___________________________________________________________________
 NV1155* NAD 83(1992)-  42 59 37.60859(N)    115 29 20.23884(W)     ADJUSTED  
 NV1155* NAVD 88     -       950.7    (meters)    3119.     (feet)  VERTCON   
 NV1155  ___________________________________________________________________
 NV1155  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 NV1155  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 NV1155
 NV1155  HORZ ORDER  -  SECOND
 NV1155
 NV1155.The horizontal coordinates were established by classical geodetic methods
 NV1155.and adjusted by the National Geodetic Survey in July 1992..
 NV1155
 NV1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1155
 NV1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1155
 NV1155.The geoid height was determined by GEOID03.
 NV1155
 NV1155;                    North         East     Units Scale Factor Converg.
 NV1155;SPC ID W     -   147,438.616   821,286.576   MT  0.99993891   +0 10 40.8
 NV1155;UTM  11      - 4,761,231.831   623,176.215   MT  0.99978665   +1 01 49.9
 NV1155
 NV1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1155!SPC ID W     -   0.99985342  x   0.99993891  =   0.99979234
 NV1155!UTM  11      -   0.99985342  x   0.99978665  =   0.99964010
 NV1155
 NV1155|---------------------------------------------------------------------|
 NV1155| PID    Reference Object                     Distance      Geod. Az  |
 NV1155|                                                           dddmmss.s |
 NV1155| CD4245 BEN RM 1                             20.378 METERS 00130     |
 NV1155| OZ1014 HAMMETT PACIFIC NW PLINE MAST       APPROX. 5.4 KM 0282630.3 |
 NV1155| CD4246 BEN RM 2                             16.388 METERS 10617     |
 NV1155| NV1186 STUMP                               APPROX. 5.3 KM 2291223.3 |
 NV1155|---------------------------------------------------------------------|
 NV1155
 NV1155                          SUPERSEDED SURVEY CONTROL
 NV1155
 NV1155  NAD 83(1986)-  42 59 37.60848(N)    115 29 20.23440(W) AD(       ) 2
 NV1155  NAD 27      -  42 59 37.97830(N)    115 29 16.95830(W) AD(       ) 2
 NV1155  NGVD 29 (07/19/86)  949.9    (m)         3116.     (f) VERT ANG       
 NV1155
 NV1155.Superseded values are not recommended for survey control.
 NV1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1155.See file dsdata.txt to determine how the superseded data were derived.
 NV1155
 NV1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2317661232(NAD 83)
 NV1155_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1155_SETTING: 66 = SET IN ROCK OUTCROP
 NV1155
 NV1155  HISTORY     - Date     Condition        Report By
 NV1155  HISTORY     - 1959     MONUMENTED       CGS
 NV1155  HISTORY     - 19890918 GOOD             NGS
 NV1155
 NV1155                          STATION DESCRIPTION
 NV1155
 NV1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 NV1155'THE STATION IS ABOUT 3-1/2 MILES WEST-NORTHWEST FROM HAMMETT,
 NV1155'ON PROMINENT POINT OF THE HIGH LAVA RIM-ROCK OVERLOOKING
 NV1155'BENNETT CREEK TO THE SOUTHWEST AND NEAR THE CORNER WHERE THE
 NV1155'RIM-ROCK TURNS NORTH ALONG THE EAST SIDE OF BENNETT CREEK.
 NV1155'THE STATION, A STANDARD TRIANGULATION DISK CEMENTED IN A DRILL
 NV1155'HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND,
 NV1155'17 FEET NORTHWEST FROM THE SOUTHWEST EDGE OF THE RIM-ROCK AND
 NV1155'STAMPED BEN 1959.
 NV1155'
 NV1155'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND A PAVED
 NV1155'CROSSROAD AT THE CAUTION LIGHT IN HAMMETT, GO NORTH ON PAVED
 NV1155'ROAD FOR 0.3 MILE TO THE END OF PAVEMENT AT RAILROAD TRACKS.
 NV1155'CROSS TRACKS AND GO NORTH AND EAST ON GRAVELED ROAD FOR
 NV1155'3.2 MILES TO A DIM TRACK ROAD LEFT ABOUT 50 YDS. AFTER CROSSING
 NV1155'A CATTLE GUARD NEAR THE TOP OF RIM.  TURN LEFT AND FOLLOW
 NV1155'DIM TRACK ROAD NORTHWEST AND WEST FOR 2.5 MILES TO A DIM TRACK
 NV1155'ROAD LEFT AND WHERE MAIN ROAD TURNS NORTH.  TURN NORTH, RIGHT
 NV1155'FORK AND CONTINUE ON MAIN ROAD FOR 0.2 MILE, FROM HERE TURN
 NV1155'LEFT AND GO WESTERLY ACROSS SAGE AND ROCK COVERED TERRIAN
 NV1155'FOR ABOUT 0.3 MILE TO THE RIM-ROCKS EDGE AND STATION.
 NV1155'
 NV1155'REFERENCE MARK 1 IS 29 FEET SOUTHWEST OF WHERE THE RIM-ROCK
 NV1155'DROPS SHARPLY TO THE WEST.
 NV1155'
 NV1155'REFERENCE MARK 2 IS 22 FEET NORTHWEST OF WHERE THE RIM-ROCK
 NV1155'DROPS OFF SHARPLY TO THE SOUTHEAST.  THE MARKS ARE STANDARD
 NV1155'REFERENCE DISKS, NO. 1 IS CEMENTED IN DRILL HOLE IN A BOULDER
 NV1155'PROJECTING 3 INCHES, NO. 2 IS CEMENTED IN DRILL HOLE IN BEDROCK
 NV1155'THAT IS FLUSH WITH THE GROUND, STAMPED BEN 1959 AND NO 1
 NV1155'AND NO 2 RESPECTIVELY.
 NV1155
 NV1155                          STATION RECOVERY (1989)
 NV1155
 NV1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (EEM)
 NV1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0848 ***********************************************************************
 OZ0848  DESIGNATION -  BEN
 OZ0848  PID         -  OZ0848
 OZ0848  STATE/COUNTY-  ID/ELMORE
 OZ0848  USGS QUAD   -  BENNETT MOUNTAIN (1986)
 OZ0848
 OZ0848                         *CURRENT SURVEY CONTROL
 OZ0848  ___________________________________________________________________
 OZ0848* NAD 83(1992)-  43 14 25.15096(N)    115 28 07.71905(W)     ADJUSTED  
 OZ0848* NAVD 88     -      2038.7    (meters)    6689.     (feet)  VERTCON   
 OZ0848  ___________________________________________________________________
 OZ0848  LAPLACE CORR-          12.98  (seconds)                    DEFLEC99
 OZ0848  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 OZ0848
 OZ0848  HORZ ORDER  -  THIRD
 OZ0848
 OZ0848.The horizontal coordinates were established by classical geodetic methods
 OZ0848.and adjusted by the National Geodetic Survey in July 1992..
 OZ0848
 OZ0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0848
 OZ0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0848
 OZ0848.The geoid height was determined by GEOID03.
 OZ0848
 OZ0848;                    North         East     Units Scale Factor Converg.
 OZ0848;SPC ID W     -   174,831.428   822,837.358   MT  0.99993975   +0 11 33.5
 OZ0848;UTM  11      - 4,788,640.586   624,318.139   MT  0.99979012   +1 02 56.7
 OZ0848
 OZ0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0848!SPC ID W     -   0.99968277  x   0.99993975  =   0.99962254
 OZ0848!UTM  11      -   0.99968277  x   0.99979012  =   0.99947296
 OZ0848
 OZ0848:                Primary Azimuth Mark                     Grid Az
 OZ0848:SPC ID W     -  CAMAS 2                                  070 43 19.2
 OZ0848:UTM  11      -  CAMAS 2                                  069 51 56.0
 OZ0848
 OZ0848|---------------------------------------------------------------------|
 OZ0848| PID    Reference Object                     Distance      Geod. Az  |
 OZ0848|                                                           dddmmss.s |
 OZ0848| OZ1016 CAMAS 2                             APPROX. 3.0 KM 0705452.7 |
 OZ0848|---------------------------------------------------------------------|
 OZ0848
 OZ0848                          SUPERSEDED SURVEY CONTROL
 OZ0848
 OZ0848  NAD 83(1986)-  43 14 25.15355(N)    115 28 07.71536(W) AD(       ) 3
 OZ0848  NGVD 29 (01/23/89) 2037.7    (m)         6685.     (f) VERT ANG       
 OZ0848
 OZ0848.Superseded values are not recommended for survey control.
 OZ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0848.See file dsdata.txt to determine how the superseded data were derived.
 OZ0848
 OZ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2431888641(NAD 83)
 OZ0848_MARKER: DD = SURVEY DISK
 OZ0848_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0848_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OZ0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0848+STABILITY: POSITION/ELEVATION WELL
 OZ0848
 OZ0848  HISTORY     - Date     Condition        Report By
 OZ0848  HISTORY     - 1955     MONUMENTED       USGS
 OZ0848
 OZ0848                          STATION DESCRIPTION
 OZ0848
 OZ0848'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OZ0848'LOCATED ABOUT 14 MI. NE. OF MOUNTAIN HOME, 2 MI. W. OF BENNETT
 OZ0848'MOUNTAIN LOOKOUT, ON THE W. END OF BENNETT MOUNTAIN AND ABOUT 0.25
 OZ0848'MI. NW. OF CAIRN ON HIGHER PEAK.
 OZ0848'
 OZ0848'TO REACH FROM JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 68 IN
 OZ0848'MOUNTAIN HOME, DRIVE NE. ALONG STATE HIGHWAY 68 FOR 17.2 MI. TO
 OZ0848'CROSSROADS AND SIGN --BENNETT MOUNTAIN LO 7 MILES--, TURN RIGHT (SE.)
 OZ0848'THROUGH GATE ON L.O. RD. AND CONTINUE 0.4 MI. TO RD. FORKS, TAKE
 OZ0848'RIGHT FORK 1.1 MI. TO CROSSROADS, CONTINUE STRAIGHT AHEAD THROUGH
 OZ0848'WIRE GATE 4.3 MI. TO T-RD. S. AND SIGN --BENNETT MTN LO 1 MILE--, TURN
 OZ0848'RIGHT (S.) 1.0 MI. TO L.O. AND SITE OF USC AND GS STATION --CAMAS
 OZ0848'1915-- AND END OF RD.  FROM L.O., PACK SW. ALONG RIDGE FOR ABOUT 2 MI.
 OZ0848'TO STATION.  A 1-HOUR PACK.
 OZ0848'
 OZ0848'STATION MARK--STANDARD BRONZE TABLET STAMPED---BEN 1955---, CEMENTED
 OZ0848'IN DRILL HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1768 ***********************************************************************
 RZ1768  DESIGNATION -  BEND
 RZ1768  PID         -  RZ1768
 RZ1768  STATE/COUNTY-  ID/NEZ PERCE
 RZ1768  USGS QUAD   -  SOUTHWICK (1990)
 RZ1768
 RZ1768                         *CURRENT SURVEY CONTROL
 RZ1768  ___________________________________________________________________
 RZ1768* NAD 83(1992)-  46 30 34.75285(N)    116 28 21.17046(W)     ADJUSTED  
 RZ1768* NAVD 88     -       618.8    (meters)    2030.     (feet)  VERTCON   
 RZ1768  ___________________________________________________________________
 RZ1768  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 RZ1768  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 RZ1768
 RZ1768  HORZ ORDER  -  SECOND
 RZ1768
 RZ1768.The horizontal coordinates were established by classical geodetic methods
 RZ1768.and adjusted by the National Geodetic Survey in July 1992..
 RZ1768
 RZ1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1768
 RZ1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1768
 RZ1768.The geoid height was determined by GEOID03.
 RZ1768
 RZ1768;                    North         East     Units Scale Factor Converg.
 RZ1768;SPC ID W     -   538,341.393   744,548.981   MT  0.99997112   -0 31 27.2
 RZ1768;UTM  11      - 5,150,811.164   540,465.245   MT  0.99962013   +0 22 57.6
 RZ1768
 RZ1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1768!SPC ID W     -   0.99990574  x   0.99997112  =   0.99987687
 RZ1768!UTM  11      -   0.99990574  x   0.99962013  =   0.99952591
 RZ1768
 RZ1768:                Primary Azimuth Mark                     Grid Az
 RZ1768:SPC ID W     -  PECK                                     115 45 16.0
 RZ1768:UTM  11      -  PECK                                     114 50 51.2
 RZ1768
 RZ1768|---------------------------------------------------------------------|
 RZ1768| PID    Reference Object                     Distance      Geod. Az  |
 RZ1768|                                                           dddmmss.s |
 RZ1768| RZ1798 PECK                                APPROX. 6.8 KM 1151348.8 |
 RZ1768| CH6418 BEND RM 1                             9.158 METERS 12011     |
 RZ1768| CH6419 BEND RM 2                             6.148 METERS 19205     |
 RZ1768|---------------------------------------------------------------------|
 RZ1768
 RZ1768                          SUPERSEDED SURVEY CONTROL
 RZ1768
 RZ1768  NAD 83(1986)-  46 30 34.75851(N)    116 28 21.16627(W) AD(       ) 2
 RZ1768  NAD 27      -  46 30 35.12620(N)    116 28 17.64100(W) AD(       ) 2
 RZ1768  NGVD 29 (07/19/86)  617.8    (m)         2027.     (f) VERT ANG       
 RZ1768
 RZ1768.Superseded values are not recommended for survey control.
 RZ1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1768.See file dsdata.txt to determine how the superseded data were derived.
 RZ1768
 RZ1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM4046550811(NAD 83)
 RZ1768_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1768_SETTING: 80 = SET IN A BOULDER
 RZ1768_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RZ1768
 RZ1768  HISTORY     - Date     Condition        Report By
 RZ1768  HISTORY     - 1959     MONUMENTED       CGS
 RZ1768
 RZ1768                          STATION DESCRIPTION
 RZ1768
 RZ1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1768'STATION IS LOCATED ON THE SOUTH SLOPE AND THE APPARENT CENTER
 RZ1768'ONE OF THREE BENCHES OF A HIGH PROMINENT RIDGE ABOUT 7-1/2
 RZ1768'MILES WEST OF AHSAHKA, 6-1/2 MILES SOUTH OF THE SMALL VILLAGE
 RZ1768'OF SOUTHWICK, 4 MILES EAST OF LENORE AND 1 MILE NORTH OF THE
 RZ1768'CLEARWATER RIVER, IN THE NORTHWEST 1/4 OF SECTION 33, T 37 N,
 RZ1768'R 1 W., ON LAND OWNED BY MR. FLOYD CLARK.
 RZ1768'
 RZ1768'REACHED FROM THE POST OFFICE IN LENORE BY GOING EAST AND NORTH ON
 RZ1768'GRAVEL ROAD FOR 0.7 MILE TO A T-INTERSECTION AT AN OLD SCHOOL
 RZ1768'HOUSE, TURN RIGHT, EASTERLY, FOR 0.6 MILE TO FORKS, TAKE RIGHT
 RZ1768'FORK, EASTERLY, FOR 1.0 MILE TO FORKS, TAKE RIGHT FORK, EASTERLY,
 RZ1768'FOR 3.1 MILES TO A GATE ON THE LEFT, TURN LEFT, NORTH, ON
 RZ1768'TRACK ROAD FOR 0.15 MILE, FROM HERE LEAVE TRACK ROAD AND PICK
 RZ1768'WAY, WEST, UPHILL FOR 0.2 MILE AND THE STATION AS DESCRIBED.
 RZ1768'
 RZ1768'STATION MARK IS A STANDARD DISK, STAMPED BEND 1959, CEMENTED
 RZ1768'IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER PROJECTING 10 INCHES.
 RZ1768'IT IS 67 FEET EAST OF A FENCE CORNER AND 5 FEET SOUTH OF A WIRE
 RZ1768'FENCE.  A WHITE WITNESS POST WAS SET 4 FEET NORTH OF THE MARK.
 RZ1768'
 RZ1768'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEND NO 1 1959,
 RZ1768'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER PROJECTING 11
 RZ1768'INCHES.  IT IS 96 FEET EAST-SOUTHEAST OF THE FENCE CORNER AND
 RZ1768'18 FEET SOUTH OF THE WIRE FENCE.
 RZ1768'
 RZ1768'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEND NO 2 1959,
 RZ1768'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER PROJECTING 7
 RZ1768'INCHES.  IT IS 69 FEET EAST-SOUTHEAST OF THE FENCE CORNER AND
 RZ1768'25 FEET SOUTH OF THE WIRE FENCE.
 RZ1768'
 RZ1768'NO AZIMUTH MARK SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1521 ***********************************************************************
 SV1521  DESIGNATION -  BENEWAH
 SV1521  PID         -  SV1521
 SV1521  STATE/COUNTY-  ID/BENEWAH
 SV1521  USGS QUAD   -  BENEWAH LAKE (1981)
 SV1521
 SV1521                         *CURRENT SURVEY CONTROL
 SV1521  ___________________________________________________________________
 SV1521* NAD 83(1992)-  47 15 38.93224(N)    116 39 22.62931(W)     ADJUSTED  
 SV1521* NAVD 88     -      1466.0    (meters)    4810.     (feet)  VERTCON   
 SV1521  ___________________________________________________________________
 SV1521  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 SV1521  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 SV1521
 SV1521  HORZ ORDER  -  THIRD
 SV1521
 SV1521.The horizontal coordinates were established by classical geodetic methods
 SV1521.and adjusted by the National Geodetic Survey in July 1992..
 SV1521
 SV1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1521
 SV1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1521
 SV1521.The geoid height was determined by GEOID03.
 SV1521
 SV1521;                    North         East     Units Scale Factor Converg.
 SV1521;SPC ID W     -   621,986.086   731,412.455   MT  0.99999113   -0 39 56.3
 SV1521;UTM  11      - 5,234,205.429   526,003.616   MT  0.99960831   +0 15 08.8
 SV1521
 SV1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1521!SPC ID W     -   0.99977300  x   0.99999113  =   0.99976413
 SV1521!UTM  11      -   0.99977300  x   0.99960831  =   0.99938140
 SV1521
 SV1521|---------------------------------------------------------------------|
 SV1521| PID    Reference Object                     Distance      Geod. Az  |
 SV1521|                                                           dddmmss.s |
 SV1521| CH6421 BENEWAH RM 2                          8.140 METERS 06844     |
 SV1521| SV1527 WEST DENNIS                         APPROX.19.3 KM 1941919.0 |
 SV1521| CH6420 BENEWAH RM 1                         22.280 METERS 31415     |
 SV1521|---------------------------------------------------------------------|
 SV1521
 SV1521                          SUPERSEDED SURVEY CONTROL
 SV1521
 SV1521  NAD 83(1986)-  47 15 38.93669(N)    116 39 22.62238(W) AD(       ) 3
 SV1521  NAD 27      -  47 15 39.26166(N)    116 39 19.01339(W) AD(       ) 3
 SV1521  NGVD 29 (07/19/86) 1464.9    (m)         4806.     (f) VERT ANG       
 SV1521
 SV1521.Superseded values are not recommended for survey control.
 SV1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1521.See file dsdata.txt to determine how the superseded data were derived.
 SV1521
 SV1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2600434205(NAD 83)
 SV1521_MARKER: DD = SURVEY DISK
 SV1521_SETTING: 0 = UNSPECIFIED SETTING
 SV1521
 SV1521  HISTORY     - Date     Condition        Report By
 SV1521  HISTORY     - 1956     MONUMENTED       USGS
 SV1521
 SV1521                          STATION DESCRIPTION
 SV1521
 SV1521'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV1521'LOCATED ABOUT 11.5 MI SE. OF PLUMMER, 5.5 MI SW. OF ST. MARIES.
 SV1521'ON HIGHEST POINT OF PARTIALLY-TIMBERED TOP.
 SV1521'
 SV1521'TO REACH FROM ST. MARIES GRADE SCHOOL, DRIVE 2.0 MI W. ON STATE
 SV1521'HWY. 5 TO DIRT RD. LEFT.  TURN LEFT FOLLOWING MAIN RD. 3.6 MI S.
 SV1521'TURN SHARP LEFT FOLLOWING RD. UPHILL 1.4 MI TO RD. FORKS.  TAKE
 SV1521'RIGHT FORK 0.6 MI TO RD. FORKS.  TAKE LEFT FORK 0.1 MI TO RD.
 SV1521'FORKS.  TAKE LEFT FORK 0.3 MI TO RD. FORKS.  TAKE LEFT FORK
 SV1521'FOLLOWING RD. ALONG RIDGE 0.4 MI TO STATION.
 SV1521'
 SV1521'STATION MARK--STANDARD TABLET STAMPED---BENEWAH 1956---, IN
 SV1521'STOVEPIPE FILLED WITH CONCRETE SET AT GROUND LEVEL.
 SV1521'
 SV1521'RM 1--COPPER NAIL AND WASHER IN STUMP.
 SV1521'
 SV1521'RM 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON SMALL TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1187 ***********************************************************************
 NV1187  DESIGNATION -  BENNETT CREEK
 NV1187  PID         -  NV1187
 NV1187  STATE/COUNTY-  ID/ELMORE
 NV1187  USGS QUAD   -  INDIAN COVE (1992)
 NV1187
 NV1187                         *CURRENT SURVEY CONTROL
 NV1187  ___________________________________________________________________
 NV1187* NAD 83(1992)-  42 58 02.23276(N)    115 33 57.26926(W)     ADJUSTED  
 NV1187* NAVD 88     -       919.2    (meters)    3016.     (feet)  VERTCON   
 NV1187  ___________________________________________________________________
 NV1187  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 NV1187  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 NV1187
 NV1187  HORZ ORDER  -  SECOND
 NV1187
 NV1187.The horizontal coordinates were established by classical geodetic methods
 NV1187.and adjusted by the National Geodetic Survey in July 1992..
 NV1187
 NV1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1187
 NV1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1187
 NV1187.The geoid height was determined by GEOID03.
 NV1187
 NV1187;                    North         East     Units Scale Factor Converg.
 NV1187;SPC ID W     -   144,478.987   815,017.991   MT  0.99993611   +0 07 31.7
 NV1187;UTM  11      - 4,758,179.773   616,953.345   MT  0.99976827   +0 58 39.2
 NV1187
 NV1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1187!SPC ID W     -   0.99985838  x   0.99993611  =   0.99979450
 NV1187!UTM  11      -   0.99985838  x   0.99976827  =   0.99962669
 NV1187
 NV1187:                Primary Azimuth Mark                     Grid Az
 NV1187:SPC ID W     -  BENNETT CREEK AZ MK                      049 51 39.3
 NV1187:UTM  11      -  BENNETT CREEK AZ MK                      049 00 31.8
 NV1187
 NV1187|---------------------------------------------------------------------|
 NV1187| PID    Reference Object                     Distance      Geod. Az  |
 NV1187|                                                           dddmmss.s |
 NV1187| CD4259 BENNETT CREEK AZ MK                                0495911.0 |
 NV1187| CD4261 BENNETT CREEK RM 2                   10.856 METERS 07352     |
 NV1187| CD6120 CLOVER PP                                          09340     |
 NV1187| CD4260 BENNETT CREEK RM 1                    9.189 METERS 34636     |
 NV1187|---------------------------------------------------------------------|
 NV1187
 NV1187                          SUPERSEDED SURVEY CONTROL
 NV1187
 NV1187  NAD 83(1986)-  42 58 02.23320(N)    115 33 57.26491(W) AD(       ) 2
 NV1187  NAD 27      -  42 58 02.60400(N)    115 33 53.98200(W) AD(       ) 2
 NV1187  NGVD 29 (07/19/86)  918.4    (m)         3013.     (f) VERT ANG       
 NV1187
 NV1187.Superseded values are not recommended for survey control.
 NV1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1187.See file dsdata.txt to determine how the superseded data were derived.
 NV1187
 NV1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1695358180(NAD 83)
 NV1187_MARKER: Z = SEE DESCRIPTION
 NV1187_SETTING: 0 = UNSPECIFIED SETTING
 NV1187
 NV1187  HISTORY     - Date     Condition        Report By
 NV1187  HISTORY     - 1945     MONUMENTED       CGS
 NV1187  HISTORY     - 1959     SEE DESCRIPTION  CGS
 NV1187
 NV1187                          STATION DESCRIPTION
 NV1187
 NV1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1187'STATION IS ABOUT 4 MILES W OF HAMMETT, ON THE SUMMIT OF A
 NV1187'SAND RIDGE, AND ABOUT 0.4 MILE SW OF U.S. HIGHWAY 30.  IT IS
 NV1187'0.25 MILE W OF A GROUP OF SWITCHES IN A POWER-TRANSMISSION
 NV1187'LINE, ABOUT 35 YARDS E OF A SAND PIT, ABOUT 60 FEET ESE OF
 NV1187'POWER-TRANSMISSION LINE POLE 978, AND 10 FEET N OF TRACK
 NV1187'ROAD LEADING TO THE SAND PIT.
 NV1187'
 NV1187'STATION MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 NV1187'IRON PIPE THAT IS SET FLUSH WITH THE GROUND AND STAMPED
 NV1187'BENNETT CR 1944.
 NV1187'
 NV1187'REFERENCE MARK 1 IS A BRONZE DISK BRAZED TO THE TOP OF A
 NV1187'3-INCH IRON PIPE THAT PROJECTS ABOUT 4 INCHES.  IT IS AT
 NV1187'ABOUT THE SAME ELEVATION AS STATION MARK AND IS STAMPED
 NV1187'BENNETT CR NO 1 1944.
 NV1187'
 NV1187'REFERENCE MARK 2 IS A BRONZE DISK BRAZED TO THE TOP OF A
 NV1187'3-INCH IRON PIPE THAT PROJECTS ABOUT 6 INCHES.  IT IS 6 INCHES
 NV1187'LOWER IN ELEVATION THAN THAN STATION MARK AND IS STAMPED
 NV1187'BENNETT CR NO 2 1944.
 NV1187'
 NV1187'AZIMUTH MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 NV1187'IRON PIPE THAT PROJECTS ABOUT 10 INCHES AND IS STAMPED BENNETT
 NV1187'CR 1944.  IT IS 45 FEET S OF THE CENTER LINE OF U.S. HIGHWAY
 NV1187'30, 50 YARDS NW OF THE CENTER LINE OF DIRT ROAD, AND 2-1/2
 NV1187'FEET W OF AN F.A.P. CONCRETE POST THAT IS LETTERED 10 AND 11A.
 NV1187'
 NV1187'TO REACH STATION FROM HAMMETT, GO W ON U.S. HIGHWAY 30 FOR
 NV1187'1.25 MILES TO A BRIDGE OVER BENNETT CREEK.  CONTINUE ALONG
 NV1187'HIGHWAY AHEAD FOR 3.85 MILES TO A GRAVELED ROAD LEFT JUST
 NV1187'BEFORE REACHING A WHITE F.A.P. CONCRETE POST.  (THIS WHITE
 NV1187'F.A.P. POST MARKS THE SITE OF THE AZIMUTH MARK.) TURN LEFT
 NV1187'(SE) ON GRAVELED ROAD AND GO 0.3 MILE TO A TRACK ROAD ALONG
 NV1187'A POWER-TRANSMISSION LINE.  TURN RIGHT ONTO TRACK ROAD AND
 NV1187'GO 0.1 MILE TO A Y.  TAKE THE RIGHT FORK OF THE Y AND CONTINUE
 NV1187'UP SLOPE FOR 0.2 MILE TO THE STATION SITE NEAR POLE 978.
 NV1187
 NV1187                          STATION RECOVERY (1959)
 NV1187
 NV1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV1187'THE STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD
 NV1187'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 NV1187'ADEQUATE.  THE MEASUREMENT TO THE REFERENCE MARKS CORRESPONDED
 NV1187'WITH THOSE OF 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0948 ***********************************************************************
 TO0948  DESIGNATION -  BENNING LOT
 TO0948  PID         -  TO0948
 TO0948  STATE/COUNTY-  ID/BONNER
 TO0948  USGS QUAD   -  BENNING MOUNTAIN (1996)
 TO0948
 TO0948                         *CURRENT SURVEY CONTROL
 TO0948  ___________________________________________________________________
 TO0948* NAD 83(1992)-  48 19 31.46653(N)    116 06 04.51665(W)     ADJUSTED  
 TO0948* NAVD 88     -      1860.3    (meters)    6103.     (feet)  VERTCON   
 TO0948  ___________________________________________________________________
 TO0948  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 TO0948  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 TO0948
 TO0948  HORZ ORDER  -  THIRD
 TO0948
 TO0948.The horizontal coordinates were established by classical geodetic methods
 TO0948.and adjusted by the National Geodetic Survey in July 1992..
 TO0948
 TO0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0948
 TO0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0948
 TO0948.The geoid height was determined by GEOID03.
 TO0948
 TO0948;                    North         East     Units Scale Factor Converg.
 TO0948;SPC ID W     -   740,007.545   773,954.522   MT  0.99994167   -0 15 44.5
 TO0948;UTM  11      - 5,352,859.217   566,619.356   MT  0.99965453   +0 40 16.8
 TO0948
 TO0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0948!SPC ID W     -   0.99971104  x   0.99994167  =   0.99965273
 TO0948!UTM  11      -   0.99971104  x   0.99965453  =   0.99936567
 TO0948
 TO0948                          SUPERSEDED SURVEY CONTROL
 TO0948
 TO0948  NAD 83(1986)-  48 19 31.47848(N)    116 06 04.51294(W) AD(       ) 3
 TO0948  NAD 27      -  48 19 31.70975(N)    116 06 00.91203(W) AD(       ) 3
 TO0948  NGVD 29 (07/19/86) 1859.0    (m)         6099.     (f) VERT ANG       
 TO0948
 TO0948.Superseded values are not recommended for survey control.
 TO0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0948.See file dsdata.txt to determine how the superseded data were derived.
 TO0948
 TO0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP6661952859(NAD 83)
 TO0948_MARKER: 57 = LOOKOUT TOWER
 TO0948
 TO0948  HISTORY     - Date     Condition        Report By
 TO0948  HISTORY     - 1949     FIRST OBSERVED   USGS
 TO0948
 TO0948                          STATION DESCRIPTION
 TO0948
 TO0948'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 TO0948'LOCATED ABOUT 13.0 MI. (AIRLINE) NE. OF CLARK FORK, IDAHO, ABOUT 13.0
 TO0948'MI. SW. OF TROY, MONTANA, ON SW. SLOPE OF BENNING MOUNTAIN.
 TO0948'
 TO0948'STATION MARK--CENTER OF LOOKOUT TOWER.
 TO0948'
 TO0948'NOT PANELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0549 ***********************************************************************
 NT0549  DESIGNATION -  BENNINGTON
 NT0549  PID         -  NT0549
 NT0549  STATE/COUNTY-  ID/BEAR LAKE
 NT0549  USGS QUAD   -  GEORGETOWN (1970)
 NT0549
 NT0549                         *CURRENT SURVEY CONTROL
 NT0549  ___________________________________________________________________
 NT0549* NAD 83(1994)-  42 23 24.44135(N)    111 19 11.29326(W)     ADJUSTED  
 NT0549* NAVD 88     -      1848.7    (meters)    6065.     (feet)  VERTCON   
 NT0549  ___________________________________________________________________
 NT0549  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 NT0549  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 NT0549
 NT0549  HORZ ORDER  -  SECOND
 NT0549
 NT0549.The horizontal coordinates were established by classical geodetic methods
 NT0549.and adjusted by the National Geodetic Survey in November 1997..
 NT0549
 NT0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0549
 NT0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0549
 NT0549.The geoid height was determined by GEOID03.
 NT0549
 NT0549;                    North         East     Units Scale Factor Converg.
 NT0549;SPC ID E     -    80,700.226   269,729.617   MT  1.00000717   +0 34 15.4
 NT0549;UTM  12      - 4,693,142.094   473,676.997   MT  0.99960853   -0 12 56.2
 NT0549
 NT0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0549!SPC ID E     -   0.99971215  x   1.00000717  =   0.99971932
 NT0549!UTM  12      -   0.99971215  x   0.99960853  =   0.99932079
 NT0549
 NT0549:                Primary Azimuth Mark                     Grid Az
 NT0549:SPC ID E     -  MONTPELIER MUNICIPAL TANK                163 17 55.0
 NT0549:UTM  12      -  MONTPELIER MUNICIPAL TANK                164 05 06.6
 NT0549
 NT0549|---------------------------------------------------------------------|
 NT0549| PID    Reference Object                     Distance      Geod. Az  |
 NT0549|                                                           dddmmss.s |
 NT0549| NT0552 MONTPELIER MUNICIPAL TANK           APPROX. 8.3 KM 1635210.4 |
 NT0549| CM4267 BENNINGTON RM 1                      31.465 METERS 16640     |
 NT0549| CM4266 BENNINGTON AZ MK                                   2474154.7 |
 NT0549| CM4268 BENNINGTON RM 2                      17.490 METERS 25134     |
 NT0549|---------------------------------------------------------------------|
 NT0549
 NT0549                          SUPERSEDED SURVEY CONTROL
 NT0549
 NT0549  NAD 83(1992)-  42 23 24.44180(N)    111 19 11.29304(W) AD(       ) 2
 NT0549  NAD 83(1986)-  42 23 24.43343(N)    111 19 11.29021(W) AD(       ) 2
 NT0549  NAD 27      -  42 23 24.70260(N)    111 19 08.54470(W) AD(       ) 2
 NT0549  NGVD 29 (07/19/86) 1847.4    (m)         6061.     (f) VERT ANG       
 NT0549
 NT0549.Superseded values are not recommended for survey control.
 NT0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0549.See file dsdata.txt to determine how the superseded data were derived.
 NT0549
 NT0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM7367793142(NAD 83)
 NT0549_MARKER: DS = TRIANGULATION STATION DISK
 NT0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0549
 NT0549  HISTORY     - Date     Condition        Report By
 NT0549  HISTORY     - 1963     MONUMENTED       CGS
 NT0549  HISTORY     - 1968     GOOD             CGS
 NT0549  HISTORY     - 1970     GOOD             USGS
 NT0549
 NT0549                          STATION DESCRIPTION
 NT0549
 NT0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0549'THE STATION IS LOCATED IN THE VILLAGE OF BENNINGTON, 0.1 MILE
 NT0549'NORTH OF THE POST OFFICE AND 0.15 MILE EAST OF U.S. HIGHWAY
 NT0549'30 N.
 NT0549'
 NT0549'TO REACH THE STATION FROM THE POST OFFICE IN BENNINGTON, GO
 NT0549'NORTH ON U.S. HIGHWAY 30 N FOR 0.1 MILE TO A CROSS STREET.
 NT0549'(THE AZIMUTH MARK IS 0.15 MILE WEST OF THIS POINT) TURN RIGHT
 NT0549'AND GO EAST ON A GRAVELED STREET FOR 0.15 MILE TO THE STATION
 NT0549'ON THE LEFT.
 NT0549'
 NT0549'THE STATION MARK IS A STANDARD DISK, STAMPED BENNINGTON 1963,
 NT0549'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 NT0549'5 INCHES.  IT IS 3.4 FEET SOUTH OF A NORTH RIGHT-OF-WAY FENCE,
 NT0549'62.2 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST GRAVELED
 NT0549'STREET, 200.5 FEET WEST OF A NORTH-SOUTH GRAVELED STREET AND
 NT0549'5.3 FEET EAST OF A WITNESS POST.
 NT0549'
 NT0549'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BENNINGTON NO
 NT0549'1 1963, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 NT0549'3 INCHES.  IT IS 41.6 FEET SOUTH OF THE CENTERLINE OF THE
 NT0549'EAST-WEST STREET, 2.0 FEET NORTH OF A SOUTH RIGHT-OF-WAY
 NT0549'FENCE, 201.5 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 NT0549'STREET AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 NT0549'
 NT0549'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BENNINGTON NO
 NT0549'2 1963, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 NT0549'PROJECTING 3 INCHES.  IT IS 3.4 FEET SOUTH OF THE NORTH
 NT0549'RIGHT-OF-WAY FENCE, 62.1 FEET NORTH OF THE CENTERLINE OF THE
 NT0549'EAST-WEST GRAVELED STREET, 275.5 FEET WEST OF THE CENTERLINE
 NT0549'OF THE NORTH-SOUTH STREET AND AT ABOUT THE SAME ELEVATION AS
 NT0549'THE STATION.
 NT0549'
 NT0549'THE AZIMUTH IS A STANDARD DISK, STAMPED BENNINGTON 1963, SET
 NT0549'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 4
 NT0549'INCHES.  IT IS 4.1 FEET EAST OF A FENCE CORNER, 2.5 FEET
 NT0549'EAST OF A WITNESS POST, 53.3 FEET SOUTH OF THE CENTERLINE OF
 NT0549'A GRAVELED STREET, 25.3 FEET EAST OF THE CENTERLINE OF A TRACK
 NT0549'ROAD.
 NT0549
 NT0549                          STATION RECOVERY (1968)
 NT0549
 NT0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 NT0549'THE STATION MARK, STAMPED BENNINGTON 1963, REFERENCE MARK NO.
 NT0549'1, STAMPED BENNINGTON NO 1 1963, REFERENCE MARK NO. 2, STAMPED
 NT0549'BENNINGTON NO 2 1963 AND THE AZIMUTH MARK, STAMPED BENNINGTON
 NT0549'1963 WERE RECOVERED AS DESCRIBED.
 NT0549
 NT0549                          STATION RECOVERY (1970)
 NT0549
 NT0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NT0549'STATION MARK--A STANDARD DISK STAMPED---BENNINGTON 1963---, SET
 NT0549'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY1002 ***********************************************************************
 RY1002  DESIGNATION -  BENTON
 RY1002  PID         -  RY1002
 RY1002  STATE/COUNTY-  ID/CLEARWATER
 RY1002  USGS QUAD   -  BERTHA HILL (1994)
 RY1002
 RY1002                         *CURRENT SURVEY CONTROL
 RY1002  ___________________________________________________________________
 RY1002* NAD 83(1992)-  46 50 18.78253(N)    115 48 13.84730(W)     ADJUSTED  
 RY1002* NAVD 88     -      1507.3    (meters)    4945.     (feet)  VERTCON   
 RY1002  ___________________________________________________________________
 RY1002  LAPLACE CORR-          10.10  (seconds)                    DEFLEC99
 RY1002  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 RY1002
 RY1002  HORZ ORDER  -  SECOND
 RY1002
 RY1002.The horizontal coordinates were established by classical geodetic methods
 RY1002.and adjusted by the National Geodetic Survey in July 1992..
 RY1002
 RY1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY1002
 RY1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1002
 RY1002.The geoid height was determined by GEOID03.
 RY1002
 RY1002;                    North         East     Units Scale Factor Converg.
 RY1002;SPC ID W     -   574,648.374   795,892.607   MT  0.99993354   -0 02 21.4
 RY1002;UTM  11      - 5,187,917.629   591,211.415   MT  0.99970225   +0 52 21.2
 RY1002
 RY1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1002!SPC ID W     -   0.99976637  x   0.99993354  =   0.99969992
 RY1002!UTM  11      -   0.99976637  x   0.99970225  =   0.99946869
 RY1002
 RY1002|---------------------------------------------------------------------|
 RY1002| PID    Reference Object                     Distance      Geod. Az  |
 RY1002|                                                           dddmmss.s |
 RY1002| CH6425 BENTON RM 1                           3.858 METERS 07026     |
 RY1002| RY0978 THOMPSON LOOKOUT TOWER              APPROX. 7.2 KM 0780225.8 |
 RY1002| RY1003 BOEHLS BUTTE LOOKOUT TOWER          APPROX. 6.3 KM 3013115.9 |
 RY1002| CH6426 BENTON RM 2                           3.993 METERS 33943     |
 RY1002|---------------------------------------------------------------------|
 RY1002
 RY1002                          SUPERSEDED SURVEY CONTROL
 RY1002
 RY1002  NAD 83(1986)-  46 50 18.78640(N)    115 48 13.84520(W) AD(       ) 2
 RY1002  NAD 27      -  46 50 19.12370(N)    115 48 10.30010(W) AD(       ) 2
 RY1002  NGVD 29 (07/19/86) 1506.1    (m)         4941.     (f) VERT ANG       
 RY1002
 RY1002.Superseded values are not recommended for survey control.
 RY1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1002.See file dsdata.txt to determine how the superseded data were derived.
 RY1002
 RY1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM9121187918(NAD 83)
 RY1002_MARKER: Z = SEE DESCRIPTION
 RY1002_SETTING: 0 = UNSPECIFIED SETTING
 RY1002
 RY1002  HISTORY     - Date     Condition        Report By
 RY1002  HISTORY     - 1959     MONUMENTED       CGS
 RY1002  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RY1002
 RY1002                          STATION DESCRIPTION
 RY1002
 RY1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY1002'STATION IS ABOUT 5 MILES WEST AND 1 MILE NORTH OF THE CONFLUENCE
 RY1002'OF THE LITTLE NORTH FORK AND THE NORTH FORK OF THE CLEARWATER
 RY1002'RIVERS, 1-1/2 MILES SOUTH OF THE NORTH FORK OF THE CLEARWATER
 RY1002'RIVER AND 1 MILE NORTH OF BENTON CREEK.  ON THE HIGHEST POINT
 RY1002'OF A HIGH TIMBER COVERED EAST-WEST RIDGE (ELEVATION 4,944 FEET).
 RY1002'THE STATION MARK IS IN THE DETERMINED CENTER OF THE BASE OF
 RY1002'THE BENTON BUTTE LOOKOUT TOWER.  NEAR THE WEST SIDE CENTER OF
 RY1002'SECTION 2, T 40 N, R 5 E.
 RY1002'
 RY1002'TO REACH FROM THE POST OFFICE IN HEADQUARTERS, GO NORTHWEST
 RY1002'FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK AND GO NORTH FOR
 RY1002'0.15 MILE TO A FORK, TAKE THE LEFT FORK AND GO WESTERLY FOR
 RY1002'1.5 MILES TO A T-JUNCTION, TURN RIGHT AND GO NORTHERLY AND
 RY1002'WESTERLY FOR 6.55 MILES TO CORRALS ON THE LEFT AND OLD CAMP
 RY1002'5 ON THE RIGHT, CONTINUE 0.5 MILE TO A FORK, TAKE THE LEFT FORK
 RY1002'AND GO 0.15 MILE TO STATION BEAVER ON THE RIGHT, CONTINUE 0.35
 RY1002'MILE TO A FORK, TAKE THE RIGHT FORK AND GO 2.7 MILES TO A
 RY1002'FORK, TAKE THE RIGHT FORK AND GO 1.0 MILE TO A T-JUNCTION AT
 RY1002'SIGN CANYON RANGER STATION, BINGO SADDLE, TURN RIGHT AND
 RY1002'GO TO BINGO SADDLE, THEN ON TO LOVELLS MILL, THEN ON TO
 RY1002'BENTON BUTTE LOOKOUT TOWER AND STATION.  DUE TO THE NUMEROUS
 RY1002'LOGGING ROAD CHANGES IT WOULD BE CONFUSING TO MENTION THEM
 RY1002'ALL.  THE DISTANCE BEING 12-1/2 MILES.
 RY1002'
 RY1002'STATION MARK IS A STANDARD DISK, STAMPED BENTON 1959, BRAZED
 RY1002'TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 6 INCHES.  IT IS
 RY1002'74 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD CABIN AND
 RY1002'49 FEET SOUTHWEST OF THE CENTER OF THE DRIVEWAY LEADING TO THE
 RY1002'LOOKOUT TOWER.
 RY1002'
 RY1002'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BENTON NO 1 1959,
 RY1002'CEMENTED IN A DRILL HOLE IN THE FOUNDATION OF THE EAST LEG OF
 RY1002'THE LOOKOUT TOWER PROJECTING 2 FEET.  IT IS 61 FEET NORTHWEST
 RY1002'OF THE NORTHWEST CORNER OF THE OLD CABIN AND 41 FEET SOUTHWEST
 RY1002'OF THE CENTER OF THE DRIVEWAY.
 RY1002'
 RY1002'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BENTON NO 2 1959,
 RY1002'CEMENTED IN A DRILL HOLE IN THE FOUNDATION OF THE NORTH LEG OF
 RY1002'THE LOOKOUT TOWER PROJECTING 3 FEET.  IT IS 81 FEET NORTHWEST
 RY1002'OF THE NORTHWEST CORNER OF THE CABIN AND 44 FEET SOUTHWEST OF
 RY1002'THE CENTER OF THE DRIVEWAY.
 RY1002'
 RY1002'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 RY1002
 RY1002                          STATION RECOVERY (1959)
 RY1002
 RY1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY1002'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RY1002'THE TOWER PROPER IS A METAL CABIN SUPPORTED BY FOUR ANGLE STEEL
 RY1002'LEGS, PAINTED GREEN, WITH AN OVERALL HEIGHT OF 84 FEET.  IT
 RY1002'IS LOCATED ABOUT 5 MILES WEST AND 1 MILE NORTH OF THE CONFLUENCE
 RY1002'OF THE LITTLE NORTH FORK AND THE NORTH FORK OF THE CLEARWATER
 RY1002'RIVERS, 1-1/2 MILES SOUTH OF THE NORTH FORK OF THE CLEARWATER
 RY1002'RIVER AND 1 MILE NORTH OF BENTON CREEK.  ON THE HIGHEST POINT
 RY1002'OF A HIGH TIMBER COVERED EAST-WEST RIDGE (ELEVATION 4,944
 RY1002'FEET).  TRIANGULATION STATION BENTON WAS SET AT THE DETERMINED
 RY1002'CENTER OF THE BASE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0986 ***********************************************************************
 NV0986  DESIGNATION -  BERGER
 NV0986  PID         -  NV0986
 NV0986  STATE/COUNTY-  ID/TWIN FALLS
 NV0986  USGS QUAD   -  BERGER BUTTE (1979)
 NV0986
 NV0986                         *CURRENT SURVEY CONTROL
 NV0986  ___________________________________________________________________
 NV0986* NAD 83(1992)-  42 25 35.01618(N)    114 37 49.44262(W)     ADJUSTED  
 NV0986* NAVD 88     -      1433.8    (meters)    4704.     (feet)  VERTCON   
 NV0986  ___________________________________________________________________
 NV0986  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 NV0986  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 NV0986
 NV0986  HORZ ORDER  -  THIRD
 NV0986
 NV0986.The horizontal coordinates were established by classical geodetic methods
 NV0986.and adjusted by the National Geodetic Survey in July 1992..
 NV0986
 NV0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0986
 NV0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0986
 NV0986.The geoid height was determined by GEOID03.
 NV0986
 NV0986;                    North         East     Units Scale Factor Converg.
 NV0986;SPC ID C     -    84,574.126   448,123.583   MT  0.99998047   -0 25 31.1
 NV0986;UTM  11      - 4,699,840.242   694,934.092   MT  1.00006755   +1 35 56.9
 NV0986
 NV0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0986!SPC ID C     -   0.99977760  x   0.99998047  =   0.99975807
 NV0986!UTM  11      -   0.99977760  x   1.00006755  =   0.99984514
 NV0986
 NV0986|---------------------------------------------------------------------|
 NV0986| PID    Reference Object                     Distance      Geod. Az  |
 NV0986|                                                           dddmmss.s |
 NV0986| CR8019 BERGER RM 2                          11.704 METERS 04821     |
 NV0986| NV0994 SALMON                              APPROX.16.6 KM 2031632.6 |
 NV0986| CR8018 BERGER RM 1                           9.495 METERS 26719     |
 NV0986|---------------------------------------------------------------------|
 NV0986
 NV0986                          SUPERSEDED SURVEY CONTROL
 NV0986
 NV0986  NAD 83(1986)-  42 25 35.01564(N)    114 37 49.44513(W) AD(       ) 3
 NV0986  NGVD 29 (02/23/89) 1432.8    (m)         4701.     (f) VERT ANG       
 NV0986
 NV0986.Superseded values are not recommended for survey control.
 NV0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0986.See file dsdata.txt to determine how the superseded data were derived.
 NV0986
 NV0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG9493499840(NAD 83)
 NV0986_MARKER: DS = TRIANGULATION STATION DISK
 NV0986_SETTING: 80 = SET IN A BOULDER
 NV0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0986+STABILITY: SURFACE MOTION
 NV0986
 NV0986  HISTORY     - Date     Condition        Report By
 NV0986  HISTORY     - 1963     MONUMENTED       USGS
 NV0986
 NV0986                          STATION DESCRIPTION
 NV0986
 NV0986'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NV0986'LOCATED ABOUT 4.6 MI N. OF HOLLISTER, 4.6 MI SSW. OF BERGER, 2.9
 NV0986'MI W. OF U.S. HWY. 93.
 NV0986'
 NV0986'TO REACH FROM HOLLISTER POST OFFICE, DRIVE N. ON U.S. HWY. 93 TO
 NV0986'PAVED X-RD.  TURN LEFT 2.6 MI TO GATE IN E.-W. FENCE.  TURN RIGHT
 NV0986'THROUGH GATE FOLLOWING TRACK RD. 0.6 MI TO TOP OF LARGE HILL
 NV0986'(MOST SOUTHERN OF TWO SMALL TOPS).  TURN LEFT OFF RD.
 NV0986'CROSS-COUNTRY 0.1 MI TO SMALL OPENING IN SAGEBRUSH AND STATION.
 NV0986'
 NV0986'STATION MARK--STANDARD TABLET STAMPED---BERGER 1963---, CEMENTED IN
 NV0986'ROCK IN PLACE.
 NV0986'
 NV0986'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, CEMENTED IN ROCK
 NV0986'IN PLACE.
 NV0986'
 NV0986'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, CEMENTED IN ROCK
 NV0986'IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1318 ***********************************************************************
 OH1318  DESIGNATION -  BERN
 OH1318  PID         -  OH1318
 OH1318  STATE/COUNTY-  ID/ADA
 OH1318  USGS QUAD   -  WILD HORSE BUTTE (1992)
 OH1318
 OH1318                         *CURRENT SURVEY CONTROL
 OH1318  ___________________________________________________________________
 OH1318* NAD 83(1992)-  43 11 58.12914(N)    116 21 18.97633(W)     ADJUSTED  
 OH1318* NAVD 88     -       923.9    (meters)    3031.     (feet)  VERTCON   
 OH1318  ___________________________________________________________________
 OH1318  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 OH1318  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 OH1318
 OH1318  HORZ ORDER  -  THIRD
 OH1318
 OH1318.The horizontal coordinates were established by classical geodetic methods
 OH1318.and adjusted by the National Geodetic Survey in July 1992..
 OH1318
 OH1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1318
 OH1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1318
 OH1318.The geoid height was determined by GEOID03.
 OH1318
 OH1318;                    North         East     Units Scale Factor Converg.
 OH1318;SPC ID W     -   170,434.071   750,808.781   MT  0.99996309   -0 24 51.6
 OH1318;UTM  11      - 4,783,168.879   552,380.533   MT  0.99963375   +0 26 28.9
 OH1318
 OH1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1318!SPC ID W     -   0.99985778  x   0.99996309  =   0.99982087
 OH1318!UTM  11      -   0.99985778  x   0.99963375  =   0.99949158
 OH1318
 OH1318                          SUPERSEDED SURVEY CONTROL
 OH1318
 OH1318  NAD 83(1986)-  43 11 58.12930(N)    116 21 18.97166(W) AD(       ) 3
 OH1318  NAD 27      -  43 11 58.53242(N)    116 21 15.57284(W) AD(       ) 3
 OH1318  NGVD 29 (07/19/86)  923.0    (m)         3028.     (f) VERT ANG       
 OH1318
 OH1318.Superseded values are not recommended for survey control.
 OH1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1318.See file dsdata.txt to determine how the superseded data were derived.
 OH1318
 OH1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH5238183169(NAD 83)
 OH1318_MARKER: Z = SEE DESCRIPTION
 OH1318_SETTING: 0 = UNSPECIFIED SETTING
 OH1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1318
 OH1318  HISTORY     - Date     Condition        Report By
 OH1318  HISTORY     - 1944     MONUMENTED       CGS
 OH1318  HISTORY     - 1948     SEE DESCRIPTION  USGS
 OH1318
 OH1318                          STATION DESCRIPTION
 OH1318
 OH1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1318'STATION IS LOCATED ABOUT 22 MILES S OF KUNA, 3.5 MILES SSE OF
 OH1318'THE SWANS FALLS HYDROELECTRIC PLANT, ON THE RIM OF THE SNAKE
 OH1318'RIVER CANYON, AT A PLACE WHERE THERE IS AN INDENTATION IN THE
 OH1318'RIM ABOUT 1-1/2 MILES DEEP AND 1 MILE WIDE.  IT IS 81 FEET
 OH1318'W OF A CAIRN AND 16 FEET E OF THE RIM OF THE CANYON.
 OH1318'
 OH1318'STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL HOLE
 OH1318'IN OUTCROPPING LAVA ROCK AND IS STAMPED BERN 1944.
 OH1318'
 OH1318'TO REACH STATION FROM KUNA, GO S ON A GRADED DIRT ROAD FOR
 OH1318'12.9 MILES TO AN INTERSECTION WITH A ROAD ALONG A
 OH1318'POWER-TRANSMISSION LINE.  THEN TURN LEFT AND FOLLOW
 OH1318'POWER-TRANSMISSION-LINE ROAD SE FOR 4.9 MILES TO A FORK AT POINT
 OH1318'WHERE ROAD TURNS RIGHT OVER THE RIM OF THE CANYON TO THE
 OH1318'HYDROELECTRIC PLANT BELOW.  THEN TURN LEFT AND CONTINUE E ALONG
 OH1318'POWER-TRANSMISSION-LINE ROAD FOR 0.3 MILE TO A FORK.  THEN TURN
 OH1318'RIGHT ON ROAD WHICH LEADS AWAY FROM THE POWER-TRANSMISSION
 OH1318'LINE AND GO S FOR 2.3 MILES TO A TRACK ROAD RIGHT.  THEN TURN
 OH1318'RIGHT ON TRACK ROAD FOR 0.25 MILE.  THEN TURN RIGHT AND GO CROSS
 OH1318'COUNTRY FOR 0.1 MILE TO CAIRN AND STATION.
 OH1318
 OH1318                          STATION RECOVERY (1948)
 OH1318
 OH1318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 (CVE)
 OH1318'LETTER OF C.A. ECKLUND, DIV. ENGR., SACRAMENTO, CALIF., DATED
 OH1318'MAY 27, 1948--
 OH1318'
 OH1318'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1548 ***********************************************************************
 SV1548  DESIGNATION -  BERNARD
 SV1548  PID         -  SV1548
 SV1548  STATE/COUNTY-  ID/KOOTENAI
 SV1548  USGS QUAD   -  BAYVIEW (1996)
 SV1548
 SV1548                         *CURRENT SURVEY CONTROL
 SV1548  ___________________________________________________________________
 SV1548* NAD 83(1992)-  47 57 02.18578(N)    116 31 07.12769(W)     ADJUSTED  
 SV1548* NAVD 88     -       629.     (meters)    2064.     (feet)  SCALED    
 SV1548  ___________________________________________________________________
 SV1548  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 SV1548  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 SV1548
 SV1548  HORZ ORDER  -  THIRD
 SV1548
 SV1548.The horizontal coordinates were established by classical geodetic methods
 SV1548.and adjusted by the National Geodetic Survey in July 1992..
 SV1548
 SV1548.The orthometric height was scaled from a topographic map.
 SV1548
 SV1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1548
 SV1548.The geoid height was determined by GEOID03.
 SV1548
 SV1548;                    North         East     Units Scale Factor Converg.
 SV1548;SPC ID W     -   698,561.498   742,588.748   MT  0.99997382   -0 34 14.8
 SV1548;UTM  11      - 5,310,922.549   535,941.019   MT  0.99961587   +0 21 26.8
 SV1548
 SV1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1548!SPC ID W     -   0.99990408  x   0.99997382  =   0.99987790
 SV1548!UTM  11      -   0.99990408  x   0.99961587  =   0.99951999
 SV1548
 SV1548                          SUPERSEDED SURVEY CONTROL
 SV1548
 SV1548  NAD 83(1986)-  47 57 02.19110(N)    116 31 07.12027(W) AD(       ) 3
 SV1548  NAD 27      -  47 57 02.57421(N)    116 31 03.40076(W) AD(       ) 3
 SV1548
 SV1548.Superseded values are not recommended for survey control.
 SV1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1548.See file dsdata.txt to determine how the superseded data were derived.
 SV1548
 SV1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3594110923(NAD 83)
 SV1548_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1548_SETTING: 80 = SET IN A BOULDER
 SV1548_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SV1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1548+STABILITY: SURFACE MOTION
 SV1548
 SV1548  HISTORY     - Date     Condition        Report By
 SV1548  HISTORY     - 1947     MONUMENTED       CGS
 SV1548
 SV1548                          STATION DESCRIPTION
 SV1548
 SV1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 SV1548'THE STATION IS AT SOUTH END OF PEND OREILLE LAKE ON BOULDER-STREWN
 SV1548'SHORE ABOUT 1/2 MILE SOUTHEASTERLY OF BERNARD POINT AND 1/4 MILE
 SV1548'SOUTHEASTERLY OF SILVER CREEK MINE.  THE BEACH IS NARROW AND
 SV1548'MADE UP OF GRANITE BOULDERS.  THE MARK IS SET IN A LARGE,
 SV1548'GRANITE BOULDER 13 FEET ABOVE MEAN WINTER LAKE LEVEL AND ABOUT
 SV1548'4 METERS FROM LAKE EDGE.  THICK GROWTHS OF ALDER, BIRCH, AND
 SV1548'FIR ARE IMMEDIATELY INSHORE FROM THE STATION.  THE STATION
 SV1548'SHOULD BE VISITED BY BOAT.
 SV1548'
 SV1548'REFERENCE MARK NO. 1 IS IN A LARGE GRANITE BOULDER WESTERLY OF
 SV1548'STATION, ABOUT THE SAME ELEVATION, AND IS ABOUT 5 METERS FROM
 SV1548'LAKE EDGE.
 SV1548'
 SV1548'REFERENCE MARK NO. 2 IS IN A LARGE GRANITE BOULDER SOUTHEASTERLY
 SV1548'OF STATION, ABOUT 2 FEET HIGHER THAN STATION, AND ABOUT 8 METERS
 SV1548'FROM LAKE EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0856 ***********************************************************************
 QA0856  DESIGNATION -  BERNARD MTN
 QA0856  PID         -  QA0856
 QA0856  STATE/COUNTY-  ID/VALLEY
 QA0856  USGS QUAD   -  BERNARD MOUNTAIN (1988)
 QA0856
 QA0856                         *CURRENT SURVEY CONTROL
 QA0856  ___________________________________________________________________
 QA0856* NAD 83(1992)-  44 26 35.59179(N)    115 31 09.63574(W)     ADJUSTED  
 QA0856* NAVD 88     -      2501.4    (meters)    8207.     (feet)  VERTCON   
 QA0856  ___________________________________________________________________
 QA0856  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 QA0856  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 QA0856
 QA0856  HORZ ORDER  -  THIRD
 QA0856
 QA0856.The horizontal coordinates were established by classical geodetic methods
 QA0856.and adjusted by the National Geodetic Survey in July 1992..
 QA0856
 QA0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0856
 QA0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0856
 QA0856.The geoid height was determined by GEOID03.
 QA0856
 QA0856;                    North         East     Units Scale Factor Converg.
 QA0856;SPC ID W     -   308,463.233   818,360.601   MT  0.99993748   +0 09 41.4
 QA0856;UTM  11      - 4,922,168.339   617,823.337   MT  0.99977072   +1 02 12.8
 QA0856
 QA0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0856!SPC ID W     -   0.99961016  x   0.99993748  =   0.99954766
 QA0856!UTM  11      -   0.99961016  x   0.99977072  =   0.99938096
 QA0856
 QA0856                          SUPERSEDED SURVEY CONTROL
 QA0856
 QA0856  NAD 83(1990)-  44 26 35.59189(N)    115 31 09.63188(W) AD(       ) 3
 QA0856  NGVD 29 (10/01/91) 2500.1    (m)         8202.     (f) VERT ANG       
 QA0856
 QA0856.Superseded values are not recommended for survey control.
 QA0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0856.See file dsdata.txt to determine how the superseded data were derived.
 QA0856
 QA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK1782322168(NAD 83)
 QA0856_MARKER: DS = TRIANGULATION STATION DISK
 QA0856_SETTING: 66 = SET IN ROCK OUTCROP
 QA0856_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 QA0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0856
 QA0856  HISTORY     - Date     Condition        Report By
 QA0856  HISTORY     - 1952     MONUMENTED       USGS
 QA0856
 QA0856                          STATION DESCRIPTION
 QA0856
 QA0856'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QA0856'LOCATED ABOUT 12.0 MI. NE. OF DEADWOOD RESERVOIR AND 6.0 MI. NW. OF
 QA0856'ELK CREEK GUARD STATION, ON PROMINENT ROCKY TOP 1.0 MI. E. OF SLIGHTLY
 QA0856'HIGHER TOP.
 QA0856'
 QA0856'REACHED BY HELICOPTER.
 QA0856'
 QA0856'TO REACH FROM LOWMAN, DRIVE N. TO BEAR VALLEY AND ELK CREEK GUARD
 QA0856'STATION, TURN W. FOR 5.0 MI. TO LITTLE BEAVER CREEK TRAIL, FOLLOW
 QA0856'TRAIL N. 3.0 MI., THENCE ACROSS COUNTRY TO E. ONE OF TWO HIGH TOPS
 QA0856'AND STATION.
 QA0856'
 QA0856'STATION MARK--STANDARD TABLET STAMPED---BERNARD MTN 1952---, CEMENTED
 QA0856'IN BEDROCK.
 QA0856'
 QA0856'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 QA0856'1952---, CEMENTED IN BOULDER, 13.40 FT. FROM STATION MARK 46 DEGREES
 QA0856'11 MINUTES SW.
 QA0856'
 QA0856'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 QA0856'1952---, CEMENTED IN BOULDER, 33.15 FT. FROM STATION MARK 35 DEGREES
 QA0856'33 MINUTES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1547 ***********************************************************************
 SV1547  DESIGNATION -  BERNARD PEAK LOOKOUT TOWER
 SV1547  PID         -  SV1547
 SV1547  STATE/COUNTY-  ID/KOOTENAI
 SV1547  USGS QUAD   -  BAYVIEW (1996)
 SV1547
 SV1547                         *CURRENT SURVEY CONTROL
 SV1547  ___________________________________________________________________
 SV1547* NAD 83(1992)-  47 56 06.53490(N)    116 32 03.33968(W)     ADJUSTED  
 SV1547* NAVD 88     -                                                        
 SV1547  ___________________________________________________________________
 SV1547  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 SV1547  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 SV1547
 SV1547  HORZ ORDER  -  THIRD
 SV1547
 SV1547.The horizontal coordinates were established by classical geodetic methods
 SV1547.and adjusted by the National Geodetic Survey in July 1992..
 SV1547
 SV1547
 SV1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1547
 SV1547.The geoid height was determined by GEOID03.
 SV1547
 SV1547;                    North         East     Units Scale Factor Converg.
 SV1547;SPC ID W     -   696,854.539   741,405.023   MT  0.99997551   -0 34 56.1
 SV1547;UTM  11      - 5,309,197.259   534,785.514   MT  0.99961487   +0 20 44.7
 SV1547
 SV1547                          SUPERSEDED SURVEY CONTROL
 SV1547
 SV1547  NAD 83(1986)-  47 56 06.54051(N)    116 32 03.33335(W) AD(       ) 4
 SV1547  NAD 27      -  47 56 06.85457(N)    116 31 59.63144(W) AD(       ) 3
 SV1547
 SV1547.Superseded values are not recommended for survey control.
 SV1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1547.See file dsdata.txt to determine how the superseded data were derived.
 SV1547
 SV1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3478609197(NAD 83)
 SV1547
 SV1547  HISTORY     - Date     Condition        Report By
 SV1547  HISTORY     - 1940     MONUMENTED       CGS
 SV1547  HISTORY     - 1960     SEE DESCRIPTION  USGS
 SV1547
 SV1547                          STATION DESCRIPTION
 SV1547
 SV1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1547'BERNARD PEAK FOREST SERVICE LOOKOUT TOWER IS ON THE COEUR
 SV1547'D ALENE AND KANIKSU NATIONAL FOREST BOUNDARY, 8 MILES E OF
 SV1547'ATHOL, 1 MILE S OF PEND OREILLE LAKE, 5 MILES SW OF LAKEVIEW
 SV1547'ON A TIMBERED N-S RIDGE.  THE TOP OF THE TOWER WAS INTERSECTED.
 SV1547
 SV1547                          STATION RECOVERY (1960)
 SV1547
 SV1547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 SV1547'LOOKOUT TOWER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1560 ***********************************************************************
 SV1560  DESIGNATION -  BERNARD PEAK LOT 2
 SV1560  PID         -  SV1560
 SV1560  STATE/COUNTY-  ID/KOOTENAI
 SV1560  USGS QUAD   -  BAYVIEW (1996)
 SV1560
 SV1560                         *CURRENT SURVEY CONTROL
 SV1560  ___________________________________________________________________
 SV1560* NAD 83(1992)-  47 56 09.03308(N)    116 32 01.32583(W)     ADJUSTED  
 SV1560* NAVD 88     -      1568.7    (meters)    5147.     (feet)  VERTCON   
 SV1560  ___________________________________________________________________
 SV1560  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 SV1560  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 SV1560
 SV1560  HORZ ORDER  -  THIRD
 SV1560
 SV1560.The horizontal coordinates were established by classical geodetic methods
 SV1560.and adjusted by the National Geodetic Survey in July 1992..
 SV1560
 SV1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1560
 SV1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1560
 SV1560.The geoid height was determined by GEOID03.
 SV1560
 SV1560;                    North         East     Units Scale Factor Converg.
 SV1560;SPC ID W     -   696,931.267   741,447.602   MT  0.99997545   -0 34 54.6
 SV1560;UTM  11      - 5,309,274.639   534,826.829   MT  0.99961490   +0 20 46.3
 SV1560
 SV1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1560!SPC ID W     -   0.99975688  x   0.99997545  =   0.99973233
 SV1560!UTM  11      -   0.99975688  x   0.99961490  =   0.99937187
 SV1560
 SV1560:                Primary Azimuth Mark                     Grid Az
 SV1560:SPC ID W     -  CEDAR MTN                                233 14 46.4
 SV1560:UTM  11      -  CEDAR MTN                                232 19 05.5
 SV1560
 SV1560|---------------------------------------------------------------------|
 SV1560| PID    Reference Object                     Distance      Geod. Az  |
 SV1560|                                                           dddmmss.s |
 SV1560| SV1569 CEDAR MTN                           APPROX. 9.8 KM 2323951.8 |
 SV1560|---------------------------------------------------------------------|
 SV1560
 SV1560                          SUPERSEDED SURVEY CONTROL
 SV1560
 SV1560  NAD 83(1986)-  47 56 09.03767(N)    116 32 01.31768(W) AD(       ) 3
 SV1560  NAD 27      -  47 56 09.36145(N)    116 31 57.62488(W) AD(       ) 3
 SV1560  NGVD 29 (07/19/86) 1567.5    (m)         5143.     (f) VERT ANG       
 SV1560
 SV1560.Superseded values are not recommended for survey control.
 SV1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1560.See file dsdata.txt to determine how the superseded data were derived.
 SV1560
 SV1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3482709275(NAD 83)
 SV1560_MARKER: 57 = LOOKOUT TOWER
 SV1560
 SV1560  HISTORY     - Date     Condition        Report By
 SV1560  HISTORY     - 1960     FIRST OBSERVED   USGS
 SV1560
 SV1560                          STATION DESCRIPTION
 SV1560
 SV1560'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SV1560'LOCATED ABOUT 8 MI. (AIRLINE) E. OF ATHOL, ABOUT 5 MI. SW. OF
 SV1560'LAKEVIEW, ABOUT 1 MI. S. OF PEND OREILLE LAKE, ON A TIMBERED N-S.
 SV1560'RIDGE, ABOUT 290 FT. N. OF, AND ABOUT 13 FT. LOWER THAN THE HIGHEST
 SV1560'POINT OF TOP.
 SV1560'
 SV1560'TO REACH FROM THE BAYVIEW-ATHOL JUNCTION IN ATHOL, DRIVE E. TOWARD
 SV1560'BAYVIEW FOR 4.05 MI. TO A RD. INTERSECTION, TURN RIGHT (S.) FOR 2 MI.
 SV1560'TO A RD. INTERSECTION, TURN LEFT (E.) FOR 1.65 MI. TO A RD. JUNCTION,
 SV1560'TAKE RIGHT FORK FOR 4.35 MI. TO A Y-RD., TAKE LEFT FORK FOR 0.4 MI.
 SV1560'TO A Y-RD., TAKE LEFT FORK FOR 1 MI. TO TOP AND STATION.
 SV1560'
 SV1560'NOTE--THE ORIGINAL SITE OF BERNARD PK. L.O.T., 1947, WHICH HAS BOTH
 SV1560'USGS AND NGS POSITIONS, IS 287.34 FT. FROM PRESENT L.O.T.,
 SV1560'S 28 DEG 42 MIN W, AND 12.9 FT. HIGHER.
 SV1560'
 SV1560'STATION MARK--CENTER OF USFS CABIN ON TOWER.
 SV1560'
 SV1560'REFERENCE MARKS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1023 ***********************************************************************
 TO1023  DESIGNATION -  BERRY
 TO1023  PID         -  TO1023
 TO1023  STATE/COUNTY-  ID/BONNER
 TO1023  USGS QUAD   -  ODEN BAY (1996)
 TO1023
 TO1023                         *CURRENT SURVEY CONTROL
 TO1023  ___________________________________________________________________
 TO1023* NAD 83(1992)-  48 15 25.06195(N)    116 25 25.92369(W)     ADJUSTED  
 TO1023* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 TO1023  ___________________________________________________________________
 TO1023  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 TO1023  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TO1023
 TO1023  HORZ ORDER  -  SECOND
 TO1023
 TO1023.The horizontal coordinates were established by classical geodetic methods
 TO1023.and adjusted by the National Geodetic Survey in July 1992..
 TO1023
 TO1023.The orthometric height was scaled from a topographic map.
 TO1023
 TO1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1023
 TO1023.The geoid height was determined by GEOID03.
 TO1023
 TO1023;                    North         East     Units Scale Factor Converg.
 TO1023;SPC ID W     -   732,557.072   749,966.084   MT  0.99996408   -0 30 10.1
 TO1023;UTM  11      - 5,345,021.508   542,762.944   MT  0.99962247   +0 25 47.6
 TO1023
 TO1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1023!SPC ID W     -   0.99990314  x   0.99996408  =   0.99986723
 TO1023!UTM  11      -   0.99990314  x   0.99962247  =   0.99952565
 TO1023
 TO1023|---------------------------------------------------------------------|
 TO1023| PID    Reference Object                     Distance      Geod. Az  |
 TO1023|                                                           dddmmss.s |
 TO1023| CH6429 BERRY RM 1                            5.986 METERS 11906     |
 TO1023| CH6430 BERRY RM 2                           22.280 METERS 24624     |
 TO1023|---------------------------------------------------------------------|
 TO1023
 TO1023                          SUPERSEDED SURVEY CONTROL
 TO1023
 TO1023  NAD 83(1986)-  48 15 25.07225(N)    116 25 25.91746(W) AD(       ) 2
 TO1023  NAD 27      -  48 15 25.33528(N)    116 25 22.24259(W) AD(       ) 2
 TO1023
 TO1023.Superseded values are not recommended for survey control.
 TO1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1023.See file dsdata.txt to determine how the superseded data were derived.
 TO1023
 TO1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4276345022(NAD 83)
 TO1023_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1023_SETTING: 80 = SET IN A BOULDER
 TO1023_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TO1023
 TO1023  HISTORY     - Date     Condition        Report By
 TO1023  HISTORY     - 1947     MONUMENTED       CGS
 TO1023  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TO1023
 TO1023                          STATION DESCRIPTION
 TO1023
 TO1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO1023'THE STATION IS AT THE NORTH END OF PEND OREILLE LAKE ON
 TO1023'ROUNDED POINT ABOUT 2-1/4 MILES WEST OF ANDERSON POINT AND
 TO1023'1 MILE EAST OF BOTTLE BAY POINT ON GRAVEL BEACH USUALLY LITTERED
 TO1023'WITH DRIFTWOOD.  THE MARK IS IN BOULDER BURIED ALMOST ENTIRELY
 TO1023'IN GRAVEL.  IT IS 12 FEET ABOVE MEAN WINTER LAKE LEVEL AND
 TO1023'ABOUT 15 METERS FROM TREE LINE.  IT IS 20 METERS FROM LAKE
 TO1023'EDGE.  THE STATION SHOULD BE VISITED BY BOAT.
 TO1023'
 TO1023'R.M. NO. 1 IS IN OUTCROP ALMOST COVERED WITH GRAVEL SOUTHEAST
 TO1023'OF STATION AND ABOUT 1 FOOT HIGHER.
 TO1023'
 TO1023'R.M. NO. 2 IS IN OUTCROP WEST OF STATION AND ABOUT THE SAME
 TO1023'ELEVATION.
 TO1023
 TO1023                          STATION RECOVERY (1948)
 TO1023
 TO1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (ERM)
 TO1023'THE STATION WAS RECOVERED IN GOOD CONDITION BUT A NEW STATION
 TO1023'WAS ESTABLISHED BECAUSE THE PROPOSED POWER PROJECT AT ALBENI
 TO1023'FALLS WILL RAISE THE LAKE LEVEL.  ONLY THE REFERENCE MARKS
 TO1023'WERE REMOVED.  THE NEW STATION IS BERRY 2, 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1026 ***********************************************************************
 TO1026  DESIGNATION -  BERRY 2
 TO1026  PID         -  TO1026
 TO1026  STATE/COUNTY-  ID/BONNER
 TO1026  USGS QUAD   -  ODEN BAY (1996)
 TO1026
 TO1026                         *CURRENT SURVEY CONTROL
 TO1026  ___________________________________________________________________
 TO1026* NAD 83(1992)-  48 15 24.71141(N)    116 25 25.69564(W)     ADJUSTED  
 TO1026* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 TO1026  ___________________________________________________________________
 TO1026  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 TO1026  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TO1026
 TO1026  HORZ ORDER  -  SECOND
 TO1026
 TO1026.The horizontal coordinates were established by classical geodetic methods
 TO1026.and adjusted by the National Geodetic Survey in July 1992..
 TO1026
 TO1026.The orthometric height was scaled from a topographic map.
 TO1026
 TO1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1026
 TO1026.The geoid height was determined by GEOID03.
 TO1026
 TO1026;                    North         East     Units Scale Factor Converg.
 TO1026;SPC ID W     -   732,546.204   749,970.692   MT  0.99996408   -0 30 09.9
 TO1026;UTM  11      - 5,345,010.721   542,767.727   MT  0.99962247   +0 25 47.7
 TO1026
 TO1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1026!SPC ID W     -   0.99990314  x   0.99996408  =   0.99986723
 TO1026!UTM  11      -   0.99990314  x   0.99962247  =   0.99952565
 TO1026
 TO1026:                Primary Azimuth Mark                     Grid Az
 TO1026:SPC ID W     -  SUNNY                                    028 16 14.2
 TO1026:UTM  11      -  SUNNY                                    027 20 16.6
 TO1026
 TO1026|---------------------------------------------------------------------|
 TO1026| PID    Reference Object                     Distance      Geod. Az  |
 TO1026|                                                           dddmmss.s |
 TO1026| TO1024 SUNNY                               APPROX. 2.8 KM 0274604.3 |
 TO1026| CH6431 BERRY 2 RM 1                          6.695 METERS 11809     |
 TO1026| CH6432 BERRY 2 RM 2                          6.305 METERS 21322     |
 TO1026| TO1023 BERRY                                11.805 METERS 33631     |
 TO1026|---------------------------------------------------------------------|
 TO1026
 TO1026                          SUPERSEDED SURVEY CONTROL
 TO1026
 TO1026  NAD 83(1986)-  48 15 24.72171(N)    116 25 25.68941(W) AD(       ) 2
 TO1026  NAD 27      -  48 15 24.98474(N)    116 25 22.01455(W) AD(       ) 2
 TO1026
 TO1026.Superseded values are not recommended for survey control.
 TO1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1026.See file dsdata.txt to determine how the superseded data were derived.
 TO1026
 TO1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4276845011(NAD 83)
 TO1026_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1026_SETTING: 66 = SET IN ROCK OUTCROP
 TO1026
 TO1026  HISTORY     - Date     Condition        Report By
 TO1026  HISTORY     - 1948     MONUMENTED       CGS
 TO1026  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TO1026
 TO1026                          STATION DESCRIPTION
 TO1026
 TO1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 TO1026'THE STATION IS AT THE NORTH END OF PEND OREILLE LAKE ON ROUNDED
 TO1026'POINT ABOUT 2-1/4 MILES WEST OF ANDERSON PT. AND 1 MILE EAST
 TO1026'OF BOTTLE BAY PT. ON GRAVEL BEACH USUALLY LITTERED WITH DRIFTWOOD.
 TO1026'THE MARK IS IN OUTCROP AT EDGE OF TREE FRINGE 14 FT. ABOVE
 TO1026'MEAN WINTER LAKE LEVEL.  THE STATION SHOULD BE VISITED BY
 TO1026'BOAT.
 TO1026'
 TO1026'R.M. NO. 1 IS IN OUTCROP SOUTHEAST OF STATION AND ABOUT 5 FT.
 TO1026'HIGHER.
 TO1026'
 TO1026'R.M. NO. 2 IS IN OUTCROP SOUTHWEST OF STATION AND ABOUT
 TO1026'5 FT. HIGHER.
 TO1026'
 TO1026'R.M. NO. 3 IS OLD STATION BERRY, 1947 (NOT REMOVED) AND IS
 TO1026'IN BOULDER 6 FT. LOWER THAN STATION.  THIS MARK WILL BE
 TO1026'COVERED IF THE PROPOSED POWER PROJECT AT ALBENI FALLS
 TO1026'RAISES THE LAKE LEVEL.
 TO1026
 TO1026                          STATION RECOVERY (1972)
 TO1026
 TO1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 TO1026'THE AREA WAS THOROUGHLY SEARCHED FOR ANY MARKS WHICH MIGHT STILL
 TO1026'EXIST, BUT NO MARKS WERE FOUND.  A SPOT WAS FOUND WITH TRACES OF
 TO1026'CEMENT ON A ROCK, AND A SHALLOW DRILL HOLE, BUT WITH ONLY TRACES OF
 TO1026'CEMENT, THERE WAS NO IMPRINT OF A DISK OR OTHER CONCLUSIVE
 TO1026'EVIDENCE THAT THIS HAD BEEN ONE OF THE MARKS.  A NEW STATION WAS
 TO1026'ESTABLISHED.  THE STATION MARK WAS SET IN THE SPOT INDICATED BY THE
 TO1026'SHALLOW DRILL HOLE.  IT IS POSSIBLE THAT THE LARGE ROCKS ON THIS
 TO1026'POINT WHERE A NAVIGATION HAZARD DURING SUMMER HIGH WATER, AND
 TO1026'WERE LEVELLED BY BLASTING.
 TO1026'
 TO1026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST OF
 TO1026'SANDPOINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1036 ***********************************************************************
 TO1036  DESIGNATION -  BERRY 3
 TO1036  PID         -  TO1036
 TO1036  STATE/COUNTY-  ID/BONNER
 TO1036  USGS QUAD   -  ODEN BAY (1996)
 TO1036
 TO1036                         *CURRENT SURVEY CONTROL
 TO1036  ___________________________________________________________________
 TO1036* NAD 83(1992)-  48 15 24.96622(N)    116 25 25.67139(W)     ADJUSTED  
 TO1036* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 TO1036  ___________________________________________________________________
 TO1036  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 TO1036  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TO1036
 TO1036  HORZ ORDER  -  SECOND
 TO1036
 TO1036.The horizontal coordinates were established by classical geodetic methods
 TO1036.and adjusted by the National Geodetic Survey in July 1992..
 TO1036
 TO1036.The orthometric height was scaled from a topographic map.
 TO1036
 TO1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1036
 TO1036.The geoid height was determined by GEOID03.
 TO1036
 TO1036;                    North         East     Units Scale Factor Converg.
 TO1036;SPC ID W     -   732,554.069   749,971.261   MT  0.99996407   -0 30 09.9
 TO1036;UTM  11      - 5,345,018.592   542,768.168   MT  0.99962247   +0 25 47.8
 TO1036
 TO1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1036!SPC ID W     -   0.99990314  x   0.99996407  =   0.99986722
 TO1036!UTM  11      -   0.99990314  x   0.99962247  =   0.99952565
 TO1036
 TO1036:                Primary Azimuth Mark                     Grid Az
 TO1036:SPC ID W     -  SUNNY 2                                  028 02 25.2
 TO1036:UTM  11      -  SUNNY 2                                  027 06 27.5
 TO1036
 TO1036|---------------------------------------------------------------------|
 TO1036| PID    Reference Object                     Distance      Geod. Az  |
 TO1036|                                                           dddmmss.s |
 TO1036| TO1034 SUNNY 2                             APPROX. 2.8 KM 0273215.3 |
 TO1036| CH6434 BERRY 3 RM 5                         11.736 METERS 12008     |
 TO1036| CH6433 BERRY 3 RM 4                          9.840 METERS 22842     |
 TO1036|---------------------------------------------------------------------|
 TO1036
 TO1036                          SUPERSEDED SURVEY CONTROL
 TO1036
 TO1036  NAD 83(1986)-  48 15 24.97652(N)    116 25 25.66515(W) AD(       ) 2
 TO1036  NAD 27      -  48 15 25.23887(N)    116 25 21.98995(W) AD(       ) 2
 TO1036
 TO1036.Superseded values are not recommended for survey control.
 TO1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1036.See file dsdata.txt to determine how the superseded data were derived.
 TO1036
 TO1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4276845019(NAD 83)
 TO1036_MARKER: DS = TRIANGULATION STATION DISK
 TO1036_SETTING: 66 = SET IN ROCK OUTCROP
 TO1036
 TO1036  HISTORY     - Date     Condition        Report By
 TO1036  HISTORY     - 1972     MONUMENTED       NGS
 TO1036
 TO1036                          STATION DESCRIPTION
 TO1036
 TO1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 TO1036'THE STATION IS ABOUT 6 MILES EAST OF SANDPOINT, ON THE SOUTH SHORE OF
 TO1036'PEND OREILLE LAKE, 2-1/4 MILES WEST OF ANDERSON POINT, 1-1/4 MILES
 TO1036'EAST OF BOTTLE BAY, ON A POINT IN FRONT OF A SUBDIVISION, IN
 TO1036'SECTION 27, T 57 N, R 1 W.  STATION IS ON A ROCKY BEACH WITH
 TO1036'SCATTERED ROCK OUTCROPS AND CUT TREE STUMPS, AND ON THE MOST
 TO1036'PROMINENT POINT IN THE IMMEDIATE AREA.
 TO1036'
 TO1036'REACHED FROM THE MAIN INTERSECTION IN THE TOWN OF SAGLE (3.0 MILES
 TO1036'SOUTH ON U.S. HIGHWAY 95 FROM THE SOUTH END OF THE BRIDGE OVER PEND
 TO1036'OREILLE LAKE AT SAND POINT), BY GOING EAST ON THE BLACKTOP COUNTY
 TO1036'ROAD FOR 0.55 MILE TO THE SAGLE SCHOOL ON THE RIGHT, CONTINUE 0.3
 TO1036'MILE, CROSS RAILROAD AND CONTINUE 0.1 MILE, KEEP RIGHT FORK AND
 TO1036'FOLLOW THE BLACKTOP ROAD 0.35 MILE, KEEP LEFT FORK (TOWARD GAMBEL
 TO1036'LAKE) FOR 5.9 MILES TO A Y, KEEP LEFT FORK (TOWARD GAMBLE LAKE)
 TO1036'(RIGHT FORK GOES TO GARFIELD BAY).  GO 1.85 MILES, KEEP LEFT FORK
 TO1036'(BLACKTOP ROAD TO BOTTLE BAY) AND GO 1.2 MILES TO Y AND THE END OF
 TO1036'THE BLACKTOP.  KEEP RIGHT AND FOLLOW THE GRAVEL ROAD ALONG THE
 TO1036'LAKE 0.45 MILE, KEEP RIGHT FORK AND FOLLOW THE NARROW, ROUGH,
 TO1036'WINDING ROAD 2.35 MILES TO A STEEP DRIVEWAY LEFT AND SIGNS ON
 TO1036'TREES THE GRASHIOS AND LT. COL. E.P.  CONNEELY.  FOLLOW THE
 TO1036'STEEP DRIVEWAY 0.15 MILE TO THE PARKING AREA ABOUT 30 FEET LOWER
 TO1036'THAN SAMS SHACK (A BLACK-STAINED CABIN WITH STAIRWAY TO
 TO1036'PARKING AREA).  (RED CABIN TO THE WEST HAS A SIGN GRANNYS SHACK).
 TO1036'FROM THE PARKING AREA WALK EAST ALONG THE BEACH FOR 160 YARDS TO THE
 TO1036'STATION.
 TO1036'
 TO1036'THE STATION MARK, STAMPED BERRY 3 1972, IS A STANDARD DISK SET IN THE
 TO1036'NORTH END OF A 12-FOOT LONG ROCK OUTCROP WHICH PROJECTS 1 FOOT ABOVE
 TO1036'GROUND AND IS 21 FEET NORTH OF AND 4 FEET LOWER THAN THE HIGH WATER
 TO1036'LINE.
 TO1036'
 TO1036'REFERENCE MARK NO. 4, STAMPED BERRY 3 NO 4 1972, IS A STANDARD DISK
 TO1036'SET IN CONCRETE IN A DEPRESSION IN THE SOUTH END OF A 10-FOOT LONG
 TO1036'ROCK OUTCROP AT THE HIGH WATER LINE AND 7 YARDS EAST OF A LOT
 TO1036'CORNER.
 TO1036'
 TO1036'REFERENCE MARK NO. 5, STAMPED BERRY 3 NO 5 1972, IS A STANDARD DISK
 TO1036'SET IN CONCRETE IN A DEPRESSION IN A ROCK OUTCROP, 4 FEET NORTH OF A
 TO1036'2-FOOT HIGH ROCK LEDGE AT THE HIGH WATER LINE AND 2 FEET LOWER THAN
 TO1036'SUMMER HIGH WATER.  THE MARK IS 9 YARDS WEST OF A LOT CORNER.
 TO1036'
 TO1036'TRIANGULATION STATION SUNNY 2 WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY1007 ***********************************************************************
 RY1007  DESIGNATION -  BERTHA
 RY1007  PID         -  RY1007
 RY1007  STATE/COUNTY-  ID/CLEARWATER
 RY1007  USGS QUAD   -  BERTHA HILL (1994)
 RY1007
 RY1007                         *CURRENT SURVEY CONTROL
 RY1007  ___________________________________________________________________
 RY1007* NAD 83(1992)-  46 45 51.12206(N)    115 47 32.52739(W)     ADJUSTED  
 RY1007* NAVD 88     -      1683.5    (meters)    5523.     (feet)  VERTCON   
 RY1007  ___________________________________________________________________
 RY1007  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 RY1007  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 RY1007
 RY1007  HORZ ORDER  -  FIRST
 RY1007
 RY1007.The horizontal coordinates were established by classical geodetic methods
 RY1007.and adjusted by the National Geodetic Survey in July 1992..
 RY1007
 RY1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY1007
 RY1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1007
 RY1007.The geoid height was determined by GEOID03.
 RY1007
 RY1007;                    North         East     Units Scale Factor Converg.
 RY1007;SPC ID W     -   566,383.111   796,763.671   MT  0.99993346   -0 01 51.1
 RY1007;UTM  11      - 5,179,669.164   592,213.592   MT  0.99970451   +0 52 47.5
 RY1007
 RY1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1007!SPC ID W     -   0.99973874  x   0.99993346  =   0.99967222
 RY1007!UTM  11      -   0.99973874  x   0.99970451  =   0.99944333
 RY1007
 RY1007:                Primary Azimuth Mark                     Grid Az
 RY1007:SPC ID W     -  SMITH POINT LOOKOUT HOUSE                015 12 15.6
 RY1007:UTM  11      -  SMITH POINT LOOKOUT HOUSE                014 17 37.0
 RY1007
 RY1007|---------------------------------------------------------------------|
 RY1007| PID    Reference Object                     Distance      Geod. Az  |
 RY1007|                                                           dddmmss.s |
 RY1007| RY0979 SMITH POINT LOOKOUT HOUSE           APPROX.15.5 KM 0151024.5 |
 RY1007| RY1004 BERTHA HILL LOOKOUT TOWER            18.300 METERS 07325     |
 RY1007| RY0975 EAGLE PT LOOKOUT TOWER              APPROX.19.9 KM 0780911.3 |
 RY1007| RY0985 DULL AXE LOOKOUT TOWER              APPROX. 8.5 KM 1715148.6 |
 RY1007| RY0660 BEAVER                              APPROX. 4.1 KM 1833720.1 |
 RY1007| CH6435 BERTHA RM 1                          10.855 METERS 18731     |
 RY1007| CH6437 BERTHA SUB POINT B                                 23338     |
 RY1007| CH6436 BERTHA RM 2                          30.260 METERS 24059     |
 RY1007| RY1010 TOWNSHIP BUTTE LOOKOUT TOWER        APPROX. 7.3 KM 2662930.7 |
 RY1007| RY1009 TOWNSHIP BUTTE LOOKOUT TOWER        APPROX. 7.5 KM 2664831.5 |
 RY1007| RY1008 ARMSTRONG LOOKOUT TOWER             APPROX. 9.0 KM 2991956.5 |
 RY1007| RY1003 BOEHLS BUTTE LOOKOUT TOWER          APPROX.13.2 KM 3313358.2 |
 RY1007|---------------------------------------------------------------------|
 RY1007
 RY1007                          SUPERSEDED SURVEY CONTROL
 RY1007
 RY1007  NAD 83(1986)-  46 45 51.12654(N)    115 47 32.52541(W) AD(       ) 1
 RY1007  NAD 27      -  46 45 51.45600(N)    115 47 28.98800(W) AD(       ) 1
 RY1007  NGVD 29 (07/19/86) 1682.3    (m)         5519.     (f) VERT ANG       
 RY1007
 RY1007.Superseded values are not recommended for survey control.
 RY1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1007.See file dsdata.txt to determine how the superseded data were derived.
 RY1007
 RY1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM9221479669(NAD 83)
 RY1007_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RY1007_SETTING: 66 = SET IN ROCK OUTCROP
 RY1007
 RY1007  HISTORY     - Date     Condition        Report By
 RY1007  HISTORY     - 1933     MONUMENTED       CGS
 RY1007  HISTORY     - 1935     SEE DESCRIPTION  CGS
 RY1007  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RY1007
 RY1007                          STATION DESCRIPTION
 RY1007
 RY1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 RY1007'ON BERTHA HILL, SEC. 35, T. 40 N., R. 5 E.
 RY1007'
 RY1007'TO REACH FROM HEADQUARTERS, GO WESTWARD PAST THE RAILROAD
 RY1007'STATION, TURN RIGHT ON A DIRT ROAD AND SIGNBOARD READING BERTHA
 RY1007'HILL.  FOLLOW THIS ROAD 2.1 MILES TO A POINT ALONGSIDE THE
 RY1007'RAILROAD TRACKS, 0.2 MILE PAST THE SECOND CROSSING OF TWO, 0.2
 RY1007'MILE APART, THEN TAKE THE RIGHT FORK AND GO 11.0 MILES TO
 RY1007'A SIGNBOARD READING BERTHA HILL, TURN RIGHT, GO 0.6 MILE TO
 RY1007'A POINT OF THE RIDGE JUST SOUTH OF THE STATION (AT PRESENT
 RY1007'THIS SITE IS OCCUPIED BY A CIVILIAN CONSERVATION CORPS CAMP),
 RY1007'TURN LEFT UP HILL 0.3 MILE TO THE STATION.  THIS ROAD IS
 RY1007'IMPASSABLE IN WET WEATHER.
 RY1007'
 RY1007'SURFACE MARK IS A STANDARD BRONZE DISK SET IN OUTCROPPING
 RY1007'BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN THE ROCK AS
 RY1007'DESCRIBED IN NOTE 2A.  REFERENCE MARKS ARE STANDARD BRONZE
 RY1007'DISKS SET IN OUTCROPPING BEDROCK, NOTE 12A.
 RY1007'
 RY1007'UNITED STATES GEOLOGICAL SURVEY TRIANGULATION STATION IS 5
 RY1007'FEET SOUTHEAST OF THE SOUTHEAST LEG OF LOOKOUT TOWER 20.205
 RY1007'METERS DISTANT FROM THE STATION.
 RY1007'
 RY1007'HEIGHT OF LIGHT ABOVE STATION MARK - 1.21 METERS.
 RY1007
 RY1007                          STATION RECOVERY (1935)
 RY1007
 RY1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 RY1007'ON A HIGH BURNED HILL ABOUT 9 MILES, AIRLINE, NORTH OF HEADQUARTERS.
 RY1007'
 RY1007'TO REACH FROM HEADQUARTERS, GO WEST 0.1 MILE FROM THE RAILROAD
 RY1007'STATION, TURN RIGHT ONTO A DIRT ROAD PASSING THROUGH A GATE
 RY1007'AND BY A SIGNBOARD READING BERTHA HILL, JOHN LEWIS AND OTHER
 RY1007'POINTS.  GO 0.1 MILE AND TAKE LEFT FORK GO 1.8 MILES AND TAKE
 RY1007'THE RIGHT FORK JUST BEYOND LOOP CREEK, GO 7.0 MILES TO SUMMIT
 RY1007'AND SIGN READING BERTHA HILL, BEAVER CREEK, ETC., FOLLOW
 RY1007'MAIN ROAD 1.7 MILES, THEN TAKE THE RIGHT FORK, GO 1.5 MILES
 RY1007'AND TAKE ANOTHER RIGHT FORK, GO 0.8 MILE (PASSING SIGN AT
 RY1007'0.1 MILE READING TOWNSHIP PK. AND BERTHA HILL), TURN BACK
 RY1007'SHARP TO THE RIGHT JUST BEFORE COMING TO A SIGN READING
 RY1007'BENTON BUTTE AND BEAVER BUTTE, GO 0.6 MILE TO SUMMIT, TURN
 RY1007'LEFT AND GO UP SUMMIT TO (0.4 MILE) LOOKOUT AND STATION.
 RY1007'
 RY1007'THE LINE TO STATION ROCKY RIDGE IS OBSTRUCTED BY ONE LEG OF
 RY1007'THE LOOKOUT TOWER AND THIS LINE WAS OBSERVED FROM THE U.S.
 RY1007'GEOLOGICAL SURVEY MARK.  REFERENCE MARK NO. 1 WAS RE-SET, THE
 RY1007'BOULDER IN WHICH IT WAS SET WAS HAVING BEEN DUG UP.
 RY1007
 RY1007                          STATION RECOVERY (1959)
 RY1007
 RY1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY1007'THE STATION MARK, REFERENCE MARK 2 AND BERTHA HILL (USGS) WERE
 RY1007'FOUND IN GOOD CONDITION, HOWEVER, A DIFFERENCE OF 4 MINUTES
 RY1007'AND 19 SECONDS WAS NOTED IN THE OBSERVED DIRECTION TO BERTHA
 RY1007'HILL (USGS).  REFERENCE MARK 1 AND THE ORIGINAL LOOKOUT TOWER HAVE
 RY1007'BEEN DESTROYED AND A NEW LOOKOUT TOWER HAS BUILT AT THE STATION
 RY1007'SITE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 RY1007'
 RY1007'THE STATION IS ON THE HIGHEST POINT OF BERTHA HILL WHICH IS
 RY1007'HIGH AND WOODED, HAVING AN ELEVATION OF 5, 520.00 FEET.  IT
 RY1007'IS ABOUT 19 MILES EAST AND 1-1/2 MILES SOUTH OF ELK RIVER,
 RY1007'10 MILES NORTH OF HEADQUARTERS, 6-1/2 MILES SOUTHEAST OF THE
 RY1007'JUNCTION OF THE LITTLE NORTH FORK AND THE NORTH FORK OF THE
 RY1007'CLEARWATER RIVER, IN THE NORTHWEST PART OF THE CLEARWATER
 RY1007'NATIONAL FOREST AND IN THE SOUTHEAST 1/4 OF SECTION 35, T 40 N, R
 RY1007'5 E.
 RY1007'
 RY1007'TO REACH FROM THE POST OFFICE IN HEADQUARTERS, GO NORTHWEST
 RY1007'FOR 0.1 MILE TO A FORK, TAKE THE RIGHT ROAD AND GO NORTH FOR
 RY1007'0.15 MILE TO A FORK, TAKE THE LEFT ROAD AND GO WESTERLY FOR
 RY1007'1.5 MILES TO A T-JUNCTION, TURN RIGHT AND GO NORTHERLY AND
 RY1007'WESTERLY FOR 6.55 MILES TO CORRALS ON THE LEFT AND OLD CAMP
 RY1007'5 ON THE RIGHT, CONTINUE 0.5 MILE TO A FORK, TAKE THE LEFT
 RY1007'ROAD FOR 0.15 MILE TO TRIANGULATION STATION BEAVER ON THE
 RY1007'RIGHT, CONTINUE FOR 0.35 MILE TO A FORK, TAKE THE RIGHT ROAD
 RY1007'AND GO 2.7 MILES TO A FORK, TAKE THE RIGHT ROAD AND GO 0.95
 RY1007'MILE TO A FORK, TAKE THE RIGHT ROAD AND GO 0.6 MILE TO A
 RY1007'SIDE ROAD LEFT, TURN LEFT AND GO 0.45 MILE TO THE TOP OF
 RY1007'HILL AND THE STATION.
 RY1007'
 RY1007'THE STATION MARK IS A STANDARD DISK, STAMPED BERTHA 1933,
 RY1007'CEMENTED IN A DRILL HOLE IN A 14 X 18 INCH BOULDER WHICH IS FLUSH
 RY1007'WITH THE GROUND.  IT IS 61 FEET SOUTHWEST OF THE SOUTHWEST
 RY1007'CORNER OF A BUILDING, 17 FEET SOUTHWEST OF THE SOUTHEAST
 RY1007'LEG OF THE LOOKOUT TOWER, 15 FEET SOUTHEAST OF THE SOUTHWEST
 RY1007'LEG OF THE LOOKOUT TOWER AND ABOUT 18 INCHES LOWER THAN THE
 RY1007'GROUND SURFACE AT THE BASE OF THE LOOKOUT TOWER.  NOTE 4.
 RY1007'
 RY1007'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BERTHA NO 2 1933,
 RY1007'CEMENTED IN A DRILL HOLE IN THE TOP OF AN 18 X 24 INCH BOULDER
 RY1007'WHICH PROJECTS 10 INCHES.  IT IS 98 FEET SOUTHWEST OF THE
 RY1007'SOUTHWEST LEG OF THE LOOKOUT TOWER, 81 FEET WEST-SOUTHWEST OF A
 RY1007'TELEPHONE LINE POLE AND ABOUT 4 FEET LOWER THAN THE STATION.
 RY1007'NOTE 12C.
 RY1007'
 RY1007'BERTHA HILL (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 RY1007'DISK, STAMPED IDAHO, CEMENTED IN A DRILL HOLE IN THE TOP OF
 RY1007'A 15 X 20 INCH BOULDER WHICH PROJECTS 4 INCHES.  IT IS 57
 RY1007'FEET SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING, 54 FEET
 RY1007'EAST-SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND
 RY1007'33 FEET SOUTH OF THE CENTER OF THE ROAD LEADING TO THE LOOKOUT
 RY1007'TOWER.
 RY1007'
 RY1007'TRIANGULATION STATION BEAVER (AZ. MK.) IS A STANDARD DISK,
 RY1007'STAMPED BEAVER 1959, SET IN THE TOP OF AN 11-INCH SQUARE,
 RY1007'CONCRETE POST PROJECTING 4 INCHES.  IT IS 39 FEET SOUTHEAST
 RY1007'OF A 16-INCH CEDAR TREE WITH TRIANGLE BLAZE ON SOUTHEAST
 RY1007'SIDE AND 33 FEET NORTHEAST OF THE CENTER OF THE ROAD.  IT IS
 RY1007'ON A 10-FOOT HIGH CUTBANK.  A WHITE WITNESS POST WAS SET 3 FEET
 RY1007'SOUTHEAST OF THE MARK.  NOTE 1A.
 RY1007'
 RY1007'A MEASUREMENT WAS MADE TO THE DETERMINED CENTER OF THE BASE
 RY1007'OF THE LOOKOUT TOWER.
 RY1007'
 RY1007'HEIGHT OF LIGHTPLATE - 26.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY1005 ***********************************************************************
 RY1005  DESIGNATION -  BERTHA HILL
 RY1005  PID         -  RY1005
 RY1005  STATE/COUNTY-  ID/CLEARWATER
 RY1005  USGS QUAD   -  BERTHA HILL (1994)
 RY1005
 RY1005                         *CURRENT SURVEY CONTROL
 RY1005  ___________________________________________________________________
 RY1005* NAD 83(1992)-  46 45 51.18849(N)    115 47 31.58029(W)     ADJUSTED  
 RY1005* NAVD 88     -      1683.     (meters)    5522.     (feet)  SCALED    
 RY1005  ___________________________________________________________________
 RY1005  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 RY1005  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 RY1005
 RY1005  HORZ ORDER  -  SECOND
 RY1005
 RY1005.The horizontal coordinates were established by classical geodetic methods
 RY1005.and adjusted by the National Geodetic Survey in July 1992..
 RY1005
 RY1005.The orthometric height was scaled from a topographic map.
 RY1005
 RY1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1005
 RY1005.The geoid height was determined by GEOID03.
 RY1005
 RY1005;                    North         East     Units Scale Factor Converg.
 RY1005;SPC ID W     -   566,385.151   796,783.768   MT  0.99993346   -0 01 50.4
 RY1005;UTM  11      - 5,179,671.523   592,233.649   MT  0.99970456   +0 52 48.2
 RY1005
 RY1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1005!SPC ID W     -   0.99973879  x   0.99993346  =   0.99967227
 RY1005!UTM  11      -   0.99973879  x   0.99970456  =   0.99944343
 RY1005
 RY1005:                Primary Azimuth Mark                     Grid Az
 RY1005:SPC ID W     -  BALD RESET                               201 24 20.0
 RY1005:UTM  11      -  BALD RESET                               200 29 41.4
 RY1005
 RY1005|---------------------------------------------------------------------|
 RY1005| PID    Reference Object                     Distance      Geod. Az  |
 RY1005|                                                           dddmmss.s |
 RY1005| RY0989 BALD RESET                          APPROX.22.5 KM 2012229.6 |
 RY1005| RY1007 BERTHA                               20.201 METERS 26410     |
 RY1005|---------------------------------------------------------------------|
 RY1005
 RY1005                          SUPERSEDED SURVEY CONTROL
 RY1005
 RY1005  NAD 83(1986)-  46 45 51.19296(N)    115 47 31.57832(W) AD(       ) 2
 RY1005  NAD 27      -  46 45 51.52200(N)    115 47 28.04000(W) AD(       ) 2
 RY1005
 RY1005.Superseded values are not recommended for survey control.
 RY1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1005.See file dsdata.txt to determine how the superseded data were derived.
 RY1005
 RY1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM9223479672(NAD 83)
 RY1005
 RY1005  HISTORY     - Date     Condition        Report By
 RY1005  HISTORY     - 1933     MONUMENTED       USGS
 RY1005  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RY1005
 RY1005                          STATION DESCRIPTION
 RY1005
 RY1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY1005'THIS STATION RECOVERED AND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY1004 ***********************************************************************
 RY1004  DESIGNATION -  BERTHA HILL LOOKOUT TOWER
 RY1004  PID         -  RY1004
 RY1004  STATE/COUNTY-  ID/CLEARWATER
 RY1004  USGS QUAD   -  BERTHA HILL (1994)
 RY1004
 RY1004                         *CURRENT SURVEY CONTROL
 RY1004  ___________________________________________________________________
 RY1004* NAD 83(1992)-  46 45 51.29124(N)    115 47 31.70088(W)     ADJUSTED  
 RY1004* NAVD 88     -      1683.     (meters)    5522.     (feet)  SCALED    
 RY1004  ___________________________________________________________________
 RY1004  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 RY1004  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 RY1004
 RY1004  HORZ ORDER  -  THIRD
 RY1004
 RY1004.The horizontal coordinates were established by classical geodetic methods
 RY1004.and adjusted by the National Geodetic Survey in July 1992..
 RY1004
 RY1004.The orthometric height was scaled from a topographic map.
 RY1004
 RY1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1004
 RY1004.The geoid height was determined by GEOID03.
 RY1004
 RY1004;                    North         East     Units Scale Factor Converg.
 RY1004;SPC ID W     -   566,388.325   796,781.211   MT  0.99993346   -0 01 50.5
 RY1004;UTM  11      - 5,179,674.655   592,231.043   MT  0.99970455   +0 52 48.1
 RY1004
 RY1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1004!SPC ID W     -   0.99973879  x   0.99993346  =   0.99967227
 RY1004!UTM  11      -   0.99973879  x   0.99970455  =   0.99944342
 RY1004
 RY1004                          SUPERSEDED SURVEY CONTROL
 RY1004
 RY1004  NAD 83(1986)-  46 45 51.29584(N)    115 47 31.69896(W) AD(       ) 4
 RY1004  NAD 27      -  46 45 51.62500(N)    115 47 28.16100(W) AD(       ) 3
 RY1004
 RY1004.Superseded values are not recommended for survey control.
 RY1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1004.See file dsdata.txt to determine how the superseded data were derived.
 RY1004
 RY1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM9223179675(NAD 83)
 RY1004
 RY1004  HISTORY     - Date     Condition        Report By
 RY1004  HISTORY     - 1933     MONUMENTED       CGS
 RY1004  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RY1004
 RY1004                          STATION DESCRIPTION
 RY1004
 RY1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY1004'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY1006 ***********************************************************************
 RY1006  DESIGNATION -  BERTHA HILL LOOKOUT TOWER
 RY1006  PID         -  RY1006
 RY1006  STATE/COUNTY-  ID/CLEARWATER
 RY1006  USGS QUAD   -  BERTHA HILL (1994)
 RY1006
 RY1006                         *CURRENT SURVEY CONTROL
 RY1006  ___________________________________________________________________
 RY1006* NAD 83(1992)-  46 45 51.34475(N)    115 47 32.50744(W)     ADJUSTED  
 RY1006* NAVD 88     -                                                        
 RY1006  ___________________________________________________________________
 RY1006  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 RY1006  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 RY1006
 RY1006  HORZ ORDER  -  THIRD
 RY1006
 RY1006.The horizontal coordinates were established by classical geodetic methods
 RY1006.and adjusted by the National Geodetic Survey in July 1992..
 RY1006
 RY1006
 RY1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1006
 RY1006.The geoid height was determined by GEOID03.
 RY1006
 RY1006;                    North         East     Units Scale Factor Converg.
 RY1006;SPC ID W     -   566,389.987   796,764.098   MT  0.99993346   -0 01 51.1
 RY1006;UTM  11      - 5,179,676.044   592,213.910   MT  0.99970452   +0 52 47.6
 RY1006
 RY1006                          SUPERSEDED SURVEY CONTROL
 RY1006
 RY1006  NAD 83(1986)-  46 45 51.34918(N)    115 47 32.50577(W) AD(       ) 4
 RY1006  NAD 27      -  46 45 51.67900(N)    115 47 28.96900(W) AD(       ) 3
 RY1006
 RY1006.Superseded values are not recommended for survey control.
 RY1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1006.See file dsdata.txt to determine how the superseded data were derived.
 RY1006
 RY1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM9221479676(NAD 83)
 RY1006
 RY1006  HISTORY     - Date     Condition        Report By
 RY1006  HISTORY     - 1959     MONUMENTED       CGS
 RY1006
 RY1006                          STATION DESCRIPTION
 RY1006
 RY1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY1006'THE STATION IS THE DETERMINED CENTER OF THE BASE OF THE LOOKOUT
 RY1006'TOWER.  THE STEEL CAB IS SUPPORTED BY FOUR STEEL LEGS, IS
 RY1006'GRAY IN COLOR AND 20.35 METERS HIGH.  IT IS ABOUT 19 MILES
 RY1006'EAST AND 1-1/2 MILES SOUTH OF ELK RIVER, 10 MILES NORTH OF
 RY1006'HEADQUARTERS, 6-1/2 MILES SOUTHEAST OF THE JUNCTION OF THE
 RY1006'LITTLE NORTH FORK AND THE NORTH FORK OF THE CLEARWATER RIVER,
 RY1006'ON THE HIGHEST POINT OF BERTHA HILL AND IN THE SOUTHEAST 1/4
 RY1006'OF SECTION 35, T 40 N, R 5 E.  IT IS OWNED BY THE CLEARWATER
 RY1006'TIMBER PROTECTIVE ASSOCIATION.
 RY1006'
 RY1006'A MEASUREMENT WAS MADE FROM THE CENTER OF THE BASE OF THE
 RY1006'LOOKOUT TOWER TO TRIANGULATION STATION BERTHA 1933 AND THE
 RY1006'DISTANCE IS 22.59 FEET AND/OR 6.887 METERS NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0996 ***********************************************************************
 NV0996  DESIGNATION -  BESS
 NV0996  PID         -  NV0996
 NV0996  STATE/COUNTY-  ID/LINCOLN
 NV0996  USGS QUAD   -  OWINZA (1992)
 NV0996
 NV0996                         *CURRENT SURVEY CONTROL
 NV0996  ___________________________________________________________________
 NV0996* NAD 83(1992)-  42 53 58.08078(N)    114 05 30.12911(W)     ADJUSTED  
 NV0996* NAVD 88     -      1287.1    (meters)    4223.     (feet)  VERTCON   
 NV0996  ___________________________________________________________________
 NV0996  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 NV0996  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 NV0996
 NV0996  HORZ ORDER  -  SECOND
 NV0996
 NV0996.The horizontal coordinates were established by classical geodetic methods
 NV0996.and adjusted by the National Geodetic Survey in July 1992..
 NV0996
 NV0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0996
 NV0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0996
 NV0996.The geoid height was determined by GEOID03.
 NV0996
 NV0996;                    North         East     Units Scale Factor Converg.
 NV0996;SPC ID C     -   136,934.826   492,510.702   MT  0.99994806   -0 03 44.7
 NV0996;UTM  11      - 4,753,754.862   737,444.269   MT  1.00029366   +1 58 50.3
 NV0996
 NV0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0996!SPC ID C     -   0.99980040  x   0.99994806  =   0.99974847
 NV0996!UTM  11      -   0.99980040  x   1.00029366  =   1.00009400
 NV0996
 NV0996|---------------------------------------------------------------------|
 NV0996| PID    Reference Object                     Distance      Geod. Az  |
 NV0996|                                                           dddmmss.s |
 NV0996| CD4263 BESS RM 2                            14.052 METERS 27751     |
 NV0996| NV0997 DIETRICH                            APPROX.11.3 KM 2972211.8 |
 NV0996| CD4262 BESS RM 1                            24.290 METERS 35958     |
 NV0996|---------------------------------------------------------------------|
 NV0996
 NV0996                          SUPERSEDED SURVEY CONTROL
 NV0996
 NV0996  NAD 83(1986)-  42 53 58.07926(N)    114 05 30.12568(W) AD(       ) 2
 NV0996  NAD 27      -  42 53 58.41509(N)    114 05 27.01372(W) AD(       ) 2
 NV0996  NGVD 29 (07/19/86) 1286.2    (m)         4220.     (f) VERT ANG       
 NV0996
 NV0996.Superseded values are not recommended for survey control.
 NV0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0996.See file dsdata.txt to determine how the superseded data were derived.
 NV0996
 NV0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH3744453755(NAD 83)
 NV0996_MARKER: DD = SURVEY DISK
 NV0996_SETTING: 66 = SET IN ROCK OUTCROP
 NV0996_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 NV0996
 NV0996  HISTORY     - Date     Condition        Report By
 NV0996  HISTORY     - 1970     MONUMENTED       USGS
 NV0996
 NV0996                          STATION DESCRIPTION
 NV0996
 NV0996'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NV0996'NOTE--THE TABLETS FOR THIS STATION WERE SET AS PART OF A
 NV0996'SECOND ORDER PROJECT BUT NO OBSERVATIONS WERE MADE IN 1970.
 NV0996'
 NV0996'LOCATED ABOUT 13 MI (AIRLINE) ESE. OF SHOSHONE.  ABOUT
 NV0996'6.5 MI E. OF DIETRICH.  ABOUT 800 FT S. OF THE UNION
 NV0996'PACIFIC RR. TRACKS.  ABOUT 150 FT S. OF A SNOW DRIFT
 NV0996'FENCE.  ON THE NORTH EDGE OF A FLAT AND GRASSY RIDGE.
 NV0996'
 NV0996'TO REACH FROM DIETRICH, DRIVE E. ON IDAHO STATE HIGHWAY
 NV0996'24 FOR 10.4 MI TO TOP OF SMALL RIDGE BETWEEN SPEED LIMIT
 NV0996'SIGN AND STATE HIGHWAY 24 SIGN.  GO LEFT (N.) CROSS-COUNTRY
 NV0996'FOR 0.5 MI ALONG THE TOP OF A LOW GRASSY RIDGE TO END
 NV0996'OF RIDGE AND STATION.
 NV0996'
 NV0996'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED
 NV0996'BESS 1970 CEMENTED IN A DRILL HOLE IN ROCK FLUSH WITH THE GROUND.
 NV0996'
 NV0996'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK
 NV0996'TABLET STAMPED BESS NO 1 1970 SET IN A SMALL ROCK
 NV0996'FLUSH WITH THE GROUND.
 NV0996'
 NV0996'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK
 NV0996'TABLET STAMPED BESS NO 2 1970 SET IN A SMALL ROCK FLUSH
 NV0996'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1231 ***********************************************************************
 NV1231  DESIGNATION -  BETTER
 NV1231  PID         -  NV1231
 NV1231  STATE/COUNTY-  ID/OWYHEE
 NV1231  USGS QUAD   -  WINTER CAMP (1980)
 NV1231
 NV1231                         *CURRENT SURVEY CONTROL
 NV1231  ___________________________________________________________________
 NV1231* NAD 83(1992)-  42 31 34.11429(N)    115 31 59.25852(W)     ADJUSTED  
 NV1231* NAVD 88     -      1341.5    (meters)    4401.     (feet)  VERTCON   
 NV1231  ___________________________________________________________________
 NV1231  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 NV1231  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 NV1231
 NV1231  HORZ ORDER  -  THIRD
 NV1231
 NV1231.The horizontal coordinates were established by classical geodetic methods
 NV1231.and adjusted by the National Geodetic Survey in July 1992..
 NV1231
 NV1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1231
 NV1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1231
 NV1231.The geoid height was determined by GEOID03.
 NV1231
 NV1231;                    North         East     Units Scale Factor Converg.
 NV1231;SPC ID W     -    95,482.883   817,818.104   MT  0.99993724   +0 08 47.7
 NV1231;UTM  11      - 4,709,238.503   620,478.189   MT  0.99977858   +0 59 29.8
 NV1231
 NV1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1231!SPC ID W     -   0.99979223  x   0.99993724  =   0.99972948
 NV1231!UTM  11      -   0.99979223  x   0.99977858  =   0.99957085
 NV1231
 NV1231                          SUPERSEDED SURVEY CONTROL
 NV1231
 NV1231  NAD 83(1991)-  42 31 34.11692(N)    115 31 59.25795(W) AD(       ) 3
 NV1231  NGVD 29 (11/04/91) 1340.5    (m)         4398.     (f) VERT ANG       
 NV1231
 NV1231.Superseded values are not recommended for survey control.
 NV1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1231.See file dsdata.txt to determine how the superseded data were derived.
 NV1231
 NV1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2047809239(NAD 83)
 NV1231_MARKER: DD = SURVEY DISK
 NV1231_SETTING: 80 = SET IN A BOULDER
 NV1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1231+STABILITY: SURFACE MOTION
 NV1231
 NV1231  HISTORY     - Date     Condition        Report By
 NV1231  HISTORY     - 1957     MONUMENTED       USGS
 NV1231
 NV1231                          STATION DESCRIPTION
 NV1231
 NV1231'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NV1231'LOCATED ABOUT 36 MI. N. OF MURPHY HOT SPRING, 13 MI. NNE. OF INDIAN
 NV1231'HOT SPRING, 11 MI. WNW. OF CLOVER FLAT RANCH, 1.5 MI. S. OF RD. FORKS,
 NV1231'AND 4,000 FT. N. OF TRIANGULATION STATION --EAST FORK 1946--, ON TOP
 NV1231'OF ROUND HILL.
 NV1231'
 NV1231'STATION REACHED BY HELICOPTER.  (CAN BE REACHED BY TWO-WHEEL DRIVE
 NV1231'TRUCK.)
 NV1231'
 NV1231'STATION MARK--STANDARD TABLET STAMPED---BETTER 1957---, SET IN TOP OF
 NV1231'LARGE BURIED BOULDER.
 NV1231'
 NV1231'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN ROCK, 24.90
 NV1231'FT. FROM STATION MARK 70 DEGREES 43 MINUTES 15 SECONDS NW.
 NV1231'
 NV1231'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN ROCK, 20.74
 NV1231'FT. FROM STATION MARK 07 DEGREES 40 MINUTES 20 SECONDS NE.
 NV1231'
 NV1231'NOTE BY USGS, 1974--OCCUPIED ONLY TO ESTABLISH VA ELEVATION.
 NV1231'
 NV1231'NOTE BY USGS, 1975--OCCUPIED ONLY TO ESTABLISH ETVA ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0851 ***********************************************************************
 OZ0851  DESIGNATION -  BIG
 OZ0851  PID         -  OZ0851
 OZ0851  STATE/COUNTY-  ID/ELMORE
 OZ0851  USGS QUAD   -  DEER HEAVEN MOUNTAIN (1986)
 OZ0851
 OZ0851                         *CURRENT SURVEY CONTROL
 OZ0851  ___________________________________________________________________
 OZ0851* NAD 83(1992)-  43 13 31.07642(N)    115 11 55.83453(W)     ADJUSTED  
 OZ0851* NAVD 88     -      1954.3    (meters)    6412.     (feet)  VERTCON   
 OZ0851  ___________________________________________________________________
 OZ0851  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 OZ0851  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 OZ0851
 OZ0851  HORZ ORDER  -  THIRD
 OZ0851
 OZ0851.The horizontal coordinates were established by classical geodetic methods
 OZ0851.and adjusted by the National Geodetic Survey in July 1992..
 OZ0851
 OZ0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0851
 OZ0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0851
 OZ0851.The geoid height was determined by GEOID03.
 OZ0851
 OZ0851;                    North         East     Units Scale Factor Converg.
 OZ0851;SPC ID W     -   173,271.881   844,774.388   MT  0.99995799   +0 22 38.9
 OZ0851;UTM  11      - 4,787,409.236   646,273.344   MT  0.99986320   +1 14 01.6
 OZ0851
 OZ0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0851!SPC ID W     -   0.99969595  x   0.99995799  =   0.99965395
 OZ0851!UTM  11      -   0.99969595  x   0.99986320  =   0.99955919
 OZ0851
 OZ0851:                Primary Azimuth Mark                     Grid Az
 OZ0851:SPC ID W     -  COYOTE                                   236 50 35.0
 OZ0851:UTM  11      -  COYOTE                                   235 59 12.3
 OZ0851
 OZ0851|---------------------------------------------------------------------|
 OZ0851| PID    Reference Object                     Distance      Geod. Az  |
 OZ0851|                                                           dddmmss.s |
 OZ0851| OZ0859 COYOTE                              APPROX. 6.7 KM 2371313.9 |
 OZ0851|---------------------------------------------------------------------|
 OZ0851
 OZ0851                          SUPERSEDED SURVEY CONTROL
 OZ0851
 OZ0851  NAD 83(1986)-  43 13 31.07651(N)    115 11 55.83206(W) AD(       ) 3
 OZ0851  NGVD 29 (01/23/89) 1953.2    (m)         6408.     (f) VERT ANG       
 OZ0851
 OZ0851.Superseded values are not recommended for survey control.
 OZ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0851.See file dsdata.txt to determine how the superseded data were derived.
 OZ0851
 OZ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4627387409(NAD 83)
 OZ0851_MARKER: DD = SURVEY DISK
 OZ0851_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0851_SP_SET: SET IN ROCK OUTCROP
 OZ0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0851+STABILITY: POSITION/ELEVATION WELL
 OZ0851
 OZ0851  HISTORY     - Date     Condition        Report By
 OZ0851  HISTORY     - 1957     MONUMENTED       USGS
 OZ0851
 OZ0851                          STATION DESCRIPTION
 OZ0851
 OZ0851'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OZ0851'LOCATED ABOUT 9 MI. SW. OF HILL CITY, ON A PROMINENT TOP NEAR THE HEAD
 OZ0851'OF KING HILL CREEK.
 OZ0851'
 OZ0851'TO REACH FROM THE GLENNS FERRY POST OFFICE, DRIVE W. FOR 0.4 MI., TURN
 OZ0851'RIGHT ACROSS HIGHWAY AND CONTINUE ALONG A PAVED RD. FOR 4.6 MI. TO A
 OZ0851'RD. FORK, TAKE RIGHT FORK AND CONTINUE N. ALONG GRADED RD. FOR 20.4
 OZ0851'MI. TO RD. FORKS, TAKE RIGHT FORK AND CONTINUE ALONG GRADED RD. FOR
 OZ0851'7.6 MI. TO TRACK RD. RIGHT AT WIRE GATE, TURN RIGHT THROUGH GATE FOR
 OZ0851'0.1 MI. TO DIM RD. FORKS, TURN LEFT AND CONTINUE ALONG TRACK RD. 1.3
 OZ0851'MI. TO DIM RD. FORKS, TAKE LEFT FORK AND CONTINUE FOR 1.7 MI. TO DIM
 OZ0851'CROSSROADS IN SADDLE, TURN RIGHT AND CONTINUE 0.4 MI. TO SADDLE.
 OZ0851'LEAVE TRUCK AND CLIMB S. TO TOP AND STATION.  A 30-MINUTE PACK.
 OZ0851'
 OZ0851'STATION MARK--STANDARD TABLET STAMPED---BIG 1957---, CEMENTED IN
 OZ0851'ROCK.
 OZ0851'
 OZ0851'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 OZ0851'1957---, CEMENTED IN ROCK, 20.33 FT. FROM STATION MARK,
 OZ0851'N 74 DEG 35 MIN W.
 OZ0851'
 OZ0851'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 OZ0851'1957---, CEMENTED IN ROCK, 14.73 FT. FROM STATION MARK,
 OZ0851'S 00 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0783 ***********************************************************************
 QA0783  DESIGNATION -  BIG BALDY
 QA0783  PID         -  QA0783
 QA0783  STATE/COUNTY-  ID/VALLEY
 QA0783  USGS QUAD   -  BIG BALDY (1973)
 QA0783
 QA0783                         *CURRENT SURVEY CONTROL
 QA0783  ___________________________________________________________________
 QA0783* NAD 83(1992)-  44 46 56.82436(N)    115 13 08.02802(W)     ADJUSTED  
 QA0783* NAVD 88     -      2962.6    (meters)    9720.     (feet)  VERTCON   
 QA0783  ___________________________________________________________________
 QA0783  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 QA0783  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 QA0783
 QA0783  HORZ ORDER  -  SECOND
 QA0783
 QA0783.The horizontal coordinates were established by classical geodetic methods
 QA0783.and adjusted by the National Geodetic Survey in July 1992..
 QA0783
 QA0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0783
 QA0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0783
 QA0783.The geoid height was determined by GEOID03.
 QA0783
 QA0783;                    North         East     Units Scale Factor Converg.
 QA0783;SPC ID W     -   346,268.875   842,031.182   MT  0.99995505   +0 22 26.8
 QA0783;UTM  11      - 4,960,326.979   640,908.592   MT  0.99984416   +1 15 17.4
 QA0783
 QA0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0783!SPC ID W     -   0.99953787  x   0.99995505  =   0.99949294
 QA0783!UTM  11      -   0.99953787  x   0.99984416  =   0.99938210
 QA0783
 QA0783|---------------------------------------------------------------------|
 QA0783| PID    Reference Object                     Distance      Geod. Az  |
 QA0783|                                                           dddmmss.s |
 QA0783| CD4265 BIG BALDY RM 1                        6.530 METERS 02207     |
 QA0783| CD4266 BIG BALDY RM 2                        7.100 METERS 10256     |
 QA0783| QA0784 BIG BALDY                             6.272 METERS 11057     |
 QA0783| QA0786 LITTLE SOLDIER LOOKOUT              APPROX.13.0 KM 1283707.2 |
 QA0783| CD4264 BIG BALDY RM 1                       13.864 METERS 18030     |
 QA0783| QA0790 ARTILLERY DOME LOOKOUT              APPROX.13.4 KM 1870452.4 |
 QA0783| QA0799 MISSOURI RIDGE LOOKOUT HOUSE        APPROX.26.1 KM 3282009.4 |
 QA0783|---------------------------------------------------------------------|
 QA0783
 QA0783                          SUPERSEDED SURVEY CONTROL
 QA0783
 QA0783  NAD 83(1986)-  44 46 56.82662(N)    115 13 08.02371(W) AD(       ) 2
 QA0783  NAD 27      -  44 46 57.16201(N)    115 13 04.64559(W) AD(       ) 2
 QA0783  NGVD 29 (01/23/89) 2961.0    (m)         9715.     (f) VERT ANG       
 QA0783
 QA0783.Superseded values are not recommended for survey control.
 QA0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0783.See file dsdata.txt to determine how the superseded data were derived.
 QA0783
 QA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK4090960327(NAD 83)
 QA0783_MARKER: DD = SURVEY DISK
 QA0783_SETTING: 66 = SET IN ROCK OUTCROP
 QA0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0783
 QA0783  HISTORY     - Date     Condition        Report By
 QA0783  HISTORY     - 1935     MONUMENTED       USGS
 QA0783  HISTORY     - 1959     GOOD             CGS
 QA0783  HISTORY     - 1960     GOOD             USGS
 QA0783
 QA0783                          STATION DESCRIPTION
 QA0783
 QA0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0783'STATION MARK, REFERENCE MARK NO. 1 (USGS), REFERENCE MARK
 QA0783'NO. 2 (USGS), BIG BALDY 1938, AND REFERENCE MARK NUMBER 1 1938,
 QA0783'WERE ALL FOUND IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 QA0783'FOLLOWS.
 QA0783'
 QA0783'STATION IS LOCATED, AIRLINE, ABOUT 18 MILES SOUTHEAST OF YELLOW
 QA0783'PINE AND 19 MILES NORTHEAST OF LANDMARK RANGER STATION NEAR
 QA0783'THE LOOKOUT HOUSE ON BIG BALDY MOUNTAIN.
 QA0783'
 QA0783'TO REACH THE STATION FROM YELLOW PINE, GO SOUTHERLY ON THE
 QA0783'LANDMARK-STANLEY ROAD FOR ABOUT 22.0 MILES TO THE U.S. FOREST
 QA0783'SERVICE LANDMARK GUARD STATION ON THE RIGHT.  CONTINUE ABOUT 0.25
 QA0783'MILES TO A CROSSROAD AND A SIGN ARTILLERY DOME ROAD.  TAKE THE
 QA0783'LEFT FORK AND GO EASTERLY 1.8 MILES, PASSING LANDING FIELD
 QA0783'ROAD, TO A FORK AND SIGN SNOWSHOE CABIN 6 MI.  TAKE THE LEFT
 QA0783'FORK AND GO 1.9 MILES TO A FORK AND SIGN ARTILLERY DOME
 QA0783'ROAD.  TAKE THE RIGHT FORK, LEAVING THE MAIN ROAD, UP
 QA0783'HILL FOR 3.4 MILES TO A CROSSROAD AND SIGNS SNOWSHOE SUMMIT
 QA0783'AND CORALLS, AND END OF TRUCK TRAVEL.  CABIN IS DOWN TO
 QA0783'RIGHT.  TO REACH FROM HERE WITH PACK HORSES, PICK UP TRAIL
 QA0783'TO THE LEFT OF PRIMITIVE AREA SIGN AND FOLLOW THE TRAIL DOWN
 QA0783'PISTOL CREEK 14 MILES TO FORKS OF LITTLE PISTOL CREEK, AND
 QA0783'A BRIDGE.  CROSS THE BRIDGE AND GO ABOUT 200 YARDS DOWN
 QA0783'TRAIL TO FORKS AND A SIGN ON A LARGE PINE TREE BIG BALDY 8 MI.
 QA0783'TAKE THE LEFT FORK UP HILL TO THE STATION.  HORSE PACK
 QA0783'TAKES 6 HOURS TO BRIDGE AND 3 HOURS ON TO STATION.  A
 QA0783'FRESH WATER SPRING AND GRAZING AREA ARE NEAR THE TRAIL
 QA0783'AND ABOUT 1 MILE FROM THE TOP OF MOUNTAIN.  A NEW LOOKOUT
 QA0783'HOUSE WAS BUILT ON TOP OF THE MOUNTAIN IN 1959.
 QA0783'
 QA0783'STATION MARK IS A STANDARD U.S.G.S. TRIANGULATION MARK SET IN A
 QA0783'DRILL HOLE IN OUTCROPPING BEDROCK, STAMPED BIG BALDY 1935.
 QA0783'IT IS AT THE HIGH POINT OF THE MOUNTAIN, 2.5 FEET NORTH OF THE
 QA0783'CENTER OF THE NORTH SIDE OF THE LOOKOUT HOUSE, DIRECTLY UNDER
 QA0783'THE OUTSIDE EDGE OF THE OVERHEAD CATWALK.
 QA0783'
 QA0783'REFERENCE MARK NUMBER 1 (USGS) IS A STANDARD U.S.G.S. REFERENCE
 QA0783'MARK SET IN A DRILL HOLE IN BEDROCK, STAMPED BIG BALDY R.M. NO. 1.
 QA0783'IT IS 21 FEET NORTH OF THE NORTHEAST CORNER OF THE LOOKOUT HOUSE
 QA0783'ON THE WEST SLOPING SIDE OF THE BEDROCK.
 QA0783'
 QA0783'REFERENCE MARK NUMBER 2 (USGS) IS A STANDARD U.S.G.S. REFERENCE
 QA0783'MARK SET IN A DRILL HOLE IN BEDROCK, STAMPED BIG BALDY R.M.
 QA0783'NO. 2.  IT IS 5 FEET BELOW THE BASE AND 12 FEET EAST OF THE
 QA0783'NORTHEAST CORNER OF THE LOOKOUT HOUSE.
 QA0783'
 QA0783'BIG BALDY 1938 IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK,
 QA0783'STAMPED BIG BALDY 1938.  IT IS ABOUT 6 FEET BELOW THE BASE
 QA0783'AND 13 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE LOOKOUT
 QA0783'HOUSE.
 QA0783'
 QA0783'REFERENCE MARK NUMBER 1 1938 IS A STANDARD DISK SET IN A
 QA0783'DRILL HOLE IN OUTCROPPING BEDROCK, STAMPED BIG BALDY R.M. 1.
 QA0783'IT IS ABOUT 7 FEET BELOW THE BASE AND 24 FEET SOUTH OF THE
 QA0783'SOUTHEAST CORNER OF THE LOOKOUT HOUSE.
 QA0783
 QA0783                          STATION RECOVERY (1960)
 QA0783
 QA0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QA0783'NOTE BY USGS, 1960--STATION MARKS FOR BOTH USGS AND NGS FOUND IN
 QA0783'GOOD CONDITION, REFERENCE MARKS WERE NOT NOTED.  NGS 1959 LIGHT
 QA0783'STAND WAS FOUND CENTERED OVER THE USGS STATION MARK.  THE LOOKOUT
 QA0783'HOUSE IN PREVIOUS DESCRIPTIONS HAS BEEN REPLACED BY A LARGER BUILDING
 QA0783'ERRECTED ON A SHORT WOODEN TOWER WITHIN A FOOT OF THE OLD SITE, THE
 QA0783'ROOF IS FLAT.  STATION WAS REACHED WITH HORSES BUT MAY BE REACHED BY
 QA0783'HELICOPTER.
 QA0783'
 QA0783'STATION MARK--A STANDARD USGS TRIANGULATION MARK SET IN A DRILL HOLE
 QA0783'IN OUTCROPPING BEDROCK, STAMPED---BIG BALDY 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0784 ***********************************************************************
 QA0784  DESIGNATION -  BIG BALDY
 QA0784  PID         -  QA0784
 QA0784  STATE/COUNTY-  ID/VALLEY
 QA0784  USGS QUAD   -  BIG BALDY (1973)
 QA0784
 QA0784                         *CURRENT SURVEY CONTROL
 QA0784  ___________________________________________________________________
 QA0784* NAD 83(1992)-  44 46 56.75173(N)    115 13 07.76158(W)     ADJUSTED  
 QA0784* NAVD 88     -      2961.5    (meters)    9716.     (feet)  VERTCON   
 QA0784  ___________________________________________________________________
 QA0784  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 QA0784  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 QA0784
 QA0784  HORZ ORDER  -  FIRST
 QA0784
 QA0784.The horizontal coordinates were established by classical geodetic methods
 QA0784.and adjusted by the National Geodetic Survey in July 1992..
 QA0784
 QA0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0784
 QA0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0784
 QA0784.The geoid height was determined by GEOID03.
 QA0784
 QA0784;                    North         East     Units Scale Factor Converg.
 QA0784;SPC ID W     -   346,266.671   842,037.054   MT  0.99995506   +0 22 27.0
 QA0784;SPC ID C     -   346,857.020   403,541.703   MT  1.00006174   -0 51 31.0
 QA0784;UTM  11      - 4,960,324.866   640,914.497   MT  0.99984418   +1 15 17.6
 QA0784
 QA0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0784!SPC ID W     -   0.99953804  x   0.99995506  =   0.99949312
 QA0784!SPC ID C     -   0.99953804  x   1.00006174  =   0.99959975
 QA0784!UTM  11      -   0.99953804  x   0.99984418  =   0.99938229
 QA0784
 QA0784:                Primary Azimuth Mark                     Grid Az
 QA0784:SPC ID W     -  SHELLROCK LOOKOUT                        048 36 09.3
 QA0784:SPC ID C     -  SHELLROCK LOOKOUT                        049 50 07.3
 QA0784:UTM  11      -  SHELLROCK LOOKOUT                        047 43 18.7
 QA0784
 QA0784|---------------------------------------------------------------------|
 QA0784| PID    Reference Object                     Distance      Geod. Az  |
 QA0784|                                                           dddmmss.s |
 QA0784| QA0780 SHELLROCK LOOKOUT                   APPROX.29.5 KM 0485836.3 |
 QA0784| QA0786 LITTLE SOLDIER LOOKOUT              APPROX.13.0 KM 1283737.6 |
 QA0784| QA0788 GREYHOUND LOOKOUT                   APPROX.22.1 KM 1590802.0 |
 QA0784| QA0790 ARTILLERY DOME LOOKOUT              APPROX.13.4 KM 1870626.6 |
 QA0784| QA0792 BIG SOLDIER LOOKOUT                 APPROX.23.9 KM 1875223.9 |
 QA0784| QA0793 MOOREHEAD MOUNTAIN LOOKOUT          APPROX.26.6 KM 2044558.7 |
 QA0784| CD4264 BIG BALDY RM 1                       12.325 METERS 20849     |
 QA0784| QA0783 BIG BALDY                             6.272 METERS 29057     |
 QA0784| CD4266 BIG BALDY RM 2                        0.930 METERS 35558     |
 QA0784| QA0785 RAINBOW PEAK                        APPROX.20.0 KM 3575803.8 |
 QA0784|---------------------------------------------------------------------|
 QA0784
 QA0784                          SUPERSEDED SURVEY CONTROL
 QA0784
 QA0784  NAD 83(1986)-  44 46 56.75435(N)    115 13 07.75707(W) AD(       ) 1
 QA0784  NAD 27      -  44 46 57.08952(N)    115 13 04.37909(W) AD(       ) 1
 QA0784  NGVD 29 (07/19/86) 2959.9    (m)         9711.     (f) VERT ANG       
 QA0784
 QA0784.Superseded values are not recommended for survey control.
 QA0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0784.See file dsdata.txt to determine how the superseded data were derived.
 QA0784
 QA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK4091460325(NAD 83)
 QA0784_MARKER: DS = TRIANGULATION STATION DISK
 QA0784_SETTING: 66 = SET IN ROCK OUTCROP
 QA0784_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 QA0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0784+STABILITY: POSITION/ELEVATION WELL
 QA0784
 QA0784  HISTORY     - Date     Condition        Report By
 QA0784  HISTORY     - 1938     MONUMENTED       CGS
 QA0784  HISTORY     - 1953     GOOD             USGS
 QA0784  HISTORY     - 1959     SEE DESCRIPTION  CGS
 QA0784
 QA0784                          STATION DESCRIPTION
 QA0784
 QA0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (ACT)
 QA0784'ABOUT 19 MILES, AIRLINE, NORTHEAST OF LANDMARK RANGER STATION,
 QA0784'8 FEET BELOW THE HIGHEST POINT OF BIG BALDY MOUNTAIN, AND 13
 QA0784'FEET EAST OF THE NORTHEAST CORNER OF BIG BALDY LOOKOUT HOUSE.
 QA0784'
 QA0784'TO REACH FROM LANDMARK RANGER STATION, GO SOUTH ON THE STANLEY
 QA0784'ROAD FOR 0.25 MILE, TURN LEFT ON PISTOL SUMMIT ROAD AND GO 8
 QA0784'MILES TO THE CY JOHNSON RANCH, ALSO KNOWN AS SNOWSHOE CABIN,
 QA0784'WHICH IS END OF TRUCK TRAVEL.  FROM THIS POINT FOLLOW BIG BALDY
 QA0784'TRAIL 26 MILES TO STATION.  (CY JOHNSON IS A COMMERCIAL HORSE
 QA0784'PACKER).
 QA0784'
 QA0784'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QA0784'BEDROCK AS DESCRIBED IN NOTES 2 AND 12A RESPECTIVELY.
 QA0784'
 QA0784'REFERENCE MARK NO. 1, 1938 LIES ABOUT 6 FEET BELOW STATION
 QA0784'AND TO SOUTH-SOUTHWEST.  REFERENCE MARK NO. 2, 1938 WAS NOT
 QA0784'LOCATED, DUE TO HEAVY SNOWFALL.
 QA0784
 QA0784                          STATION RECOVERY (1953)
 QA0784
 QA0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 QA0784'NOTE BY USGS, 1953--STATION MARK AND REFERENCE MARKS FOUND IN GOOD
 QA0784'CONDITION.
 QA0784'
 QA0784'RECOVERED BY NGS IN 1959.  DESCRIPTION AND POSITION LISTED IN NGS
 QA0784'QUAD 44115-1, STATION 1001.
 QA0784'
 QA0784'STATION MARK--A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK,
 QA0784'STAMPED---BIG BALDY 1938---.
 QA0784
 QA0784                          STATION RECOVERY (1959)
 QA0784
 QA0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0784'STATION MARK, REFERENCE MARK NUMBER 1, BIG BALDY (USGS) 1935,
 QA0784'REFERENCE MARK NO. 1 (USGS) 1935, AND REFERENCE MARK NO. 2
 QA0784'(USGS) 1935 WERE ALL FOUND IN GOOD CONDITION.  A COMPLETE NEW
 QA0784'DESCRIPTION FOLLOWS.
 QA0784'
 QA0784'STATION IS LOCATED, AIRLINE, ABOUT 18 MILES SOUTHEAST OF YELLOW
 QA0784'PINE AND 19 MILES NORTHEAST OF LANDMARK RANGER STATION NEAR THE
 QA0784'LOOKOUT HOUSE ON BIG BALDY MOUNTAIN.
 QA0784'
 QA0784'TO REACH THE STATION FROM YELLOW PINE, GO SOUTHERLY ON THE
 QA0784'LANDMARK-STANLEY ROAD FOR ABOUT 22.0 MILES TO THE U.S. FOREST
 QA0784'SERVICE LANDMARK GUARD STATION ON THE RIGHT.  CONTINUE ABOUT
 QA0784'0.25 MILES TO A CROSSROAD AND A SIGN ARTILLERY DOME ROAD.  TAKE
 QA0784'THE LEFT FORK AND GO EASTERLY 1.8 MILES, PASSING LANDING FIELD
 QA0784'ROAD, TO A FORK AND SIGN SNOWSHOE CABIN 6 MI.  TAKE THE LEFT
 QA0784'FORK AND GO 1.9 MILES TO A FORK AND SIGN ARTILLERY DOME ROAD.
 QA0784'TAKE THE RIGHT FORK, LEAVING THE MAIN ROAD, UP HILL FOR 3.4
 QA0784'MILES TO A CROSSROAD AND SIGNS SNOWSHOE SUMMIT AND CORALLS,
 QA0784'AND END OF TRUCK TRAVEL.  CABIN IS DOWN TO RIGHT.  TO REACH
 QA0784'FROM HERE WITH PACK HORSES, PICK UP TRAIL TO THE LEFT OF
 QA0784'PRIMITIVE AREA SIGN AND FOLLOW THE TRAIL DOWN PISTOL CREEK
 QA0784'14 MILES TO FORKS OF LITTLE PISTOL CREEK, AND A BRIDGE.
 QA0784'CROSS THE BRIDGE AND GO ABOUT 200 YARDS DOWN TRAIL TO FORKS
 QA0784'AND A SIGN ON A LARGE PINE TREE BIG BALDY 8 MI.  TAKE THE
 QA0784'LEFT FORK UP HILL TO THE STATION.  HORSE PACK TAKES 6
 QA0784'HOURS TO BRIDGE AND 3 HOURS ON TO STATION.  A FRESH
 QA0784'WATER SPRING AND GRAZING AREA ARE NEAR THE TRAIL AND ABOUT
 QA0784'1 MILE FROM THE TOP OF MOUNTAIN.  A NEW LOOKOUT HOUSE WAS
 QA0784'BUILT ON TOP OF THE MOUNTAIN IN 1959.
 QA0784'
 QA0784'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK,
 QA0784'STAMPED BIG BALDY 1938.  IT IS ABOUT 6 FEET BELOW THE BASE AND 13
 QA0784'FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE LOOKOUT
 QA0784'HOUSE.
 QA0784'
 QA0784'REFERENCE MARK NUMBER 1 IS A STANDARD DISK SET IN A DRILL HOLE
 QA0784'IN OUTCROPPING BEDROCK, STAMPED BIG BALDY R.M. 1.  IT IS ABOUT
 QA0784'7 FEET BELOW THE BASE AND 24 FEET SOUTH OF THE SOUTHEAST CORNER
 QA0784'OF THE LOOKOUT HOUSE.
 QA0784'
 QA0784'BIG BALDY (USGS) IS A STANDARD U.S.G.S. TRIANGULATION MARK
 QA0784'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, STAMPED BIG BALDY
 QA0784'1935.  IT IS AT THE HIGH POINT OF THE MOUNTAIN, 2.5 FEET
 QA0784'NORTH OF THE CENTER OF THE NORTH SIDE OF THE LOOKOUT HOUSE,
 QA0784'DIRECTLY UNDER THE OUTSIDE EDGE OF THE OVERHEAD CATWALK.
 QA0784'
 QA0784'REFERENCE MARK NUMBER 1 (USGS) IS A STANDARD U.S.G.S. REFERENCE
 QA0784'MARK SET IN A DRILL HOLE IN BEDROCK, STAMPED BIG BALDY R.M.
 QA0784'NO. 1.  IT IS 21 FEET NORTH OF THE NORTHEAST CORNER OF THE
 QA0784'LOOKOUT HOUSE ON THE WEST SLOPING SIDE OF THE BEDROCK.
 QA0784'
 QA0784'REFERENCE MARK NUMBER 2 (USGS) IS A STANDARD U.S.G.S. REFERENCE
 QA0784'MARK SET IN A DRILL HOLE IN BEDROCK, STAMPED BIG BALDY R.M. NO.
 QA0784'2.  IT IS 5 FEET BELOW THE BASE AND 12 FEET EAST OF THE NORTHEAST
 QA0784'CORNER OF THE LOOKOUT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1180 ***********************************************************************
 PY1180  DESIGNATION -  BIG BEND
 PY1180  PID         -  PY1180
 PY1180  STATE/COUNTY-  ID/FREMONT
 PY1180  USGS QUAD   -  BLUE CREEK RESERVOIR (1965)
 PY1180
 PY1180                         *CURRENT SURVEY CONTROL
 PY1180  ___________________________________________________________________
 PY1180* NAD 83(1992)-  44 11 19.41362(N)    111 31 36.43596(W)     ADJUSTED  
 PY1180* NAVD 88     -      1847.1    (meters)    6060.     (feet)  VERTCON   
 PY1180  ___________________________________________________________________
 PY1180  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 PY1180  GEOID HEIGHT-         -10.20  (meters)                     GEOID03
 PY1180
 PY1180  HORZ ORDER  -  THIRD
 PY1180
 PY1180.The horizontal coordinates were established by classical geodetic methods
 PY1180.and adjusted by the National Geodetic Survey in July 1992..
 PY1180
 PY1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1180
 PY1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1180
 PY1180.The geoid height was determined by GEOID03.
 PY1180
 PY1180;                    North         East     Units Scale Factor Converg.
 PY1180;SPC ID E     -   280,363.326   251,156.628   MT  0.99997954   +0 26 45.7
 PY1180;UTM  12      - 4,892,969.474   457,899.348   MT  0.99962180   -0 22 01.9
 PY1180
 PY1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1180!SPC ID E     -   0.99971206  x   0.99997954  =   0.99969160
 PY1180!UTM  12      -   0.99971206  x   0.99962180  =   0.99933397
 PY1180
 PY1180:                Primary Azimuth Mark                     Grid Az
 PY1180:SPC ID E     -  GAME                                     234 29 44.1
 PY1180:UTM  12      -  GAME                                     235 18 31.7
 PY1180
 PY1180|---------------------------------------------------------------------|
 PY1180| PID    Reference Object                     Distance      Geod. Az  |
 PY1180|                                                           dddmmss.s |
 PY1180| PY1185 GAME                                APPROX.10.3 KM 2345629.8 |
 PY1180|---------------------------------------------------------------------|
 PY1180
 PY1180                          SUPERSEDED SURVEY CONTROL
 PY1180
 PY1180  NAD 83(1986)-  44 11 19.41592(N)    111 31 36.41881(W) AD(       ) 3
 PY1180  NAD 27      -  44 11 19.72887(N)    111 31 33.57114(W) AD(       ) 3
 PY1180  NGVD 29 (07/19/86) 1845.9    (m)         6056.     (f) VERT ANG       
 PY1180
 PY1180.Superseded values are not recommended for survey control.
 PY1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1180.See file dsdata.txt to determine how the superseded data were derived.
 PY1180
 PY1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP5789992969(NAD 83)
 PY1180_MARKER: DD = SURVEY DISK
 PY1180_SETTING: 80 = SET IN A BOULDER
 PY1180_SP_SET: PARTIALLY EXPOSED BOULDER
 PY1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1180+STABILITY: SURFACE MOTION
 PY1180
 PY1180  HISTORY     - Date     Condition        Report By
 PY1180  HISTORY     - 1964     MONUMENTED       USGS
 PY1180
 PY1180                          STATION DESCRIPTION
 PY1180
 PY1180'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 PY1180'LOCATED ABOUT 17.5 MI. (AIRLINE) NNE. OF ST. ANTHONY, ABOUT 9 MI.
 PY1180'NW. OF ASHTON, ABOUT 0.15 MI. NW. OF A DIRT RD., ON THE SW. END OF A
 PY1180'NE.-SW., TIMBERED RIDGE, ON TOP OF A VERY LARGE BOULDER.
 PY1180'
 PY1180'TO REACH FROM POST OFFICE AT ASHTON, DRIVE DUE W. ON A PAVED RD.
 PY1180'FOR 4.6 MI. TO THE JUNCTION OF A PAVED RD. S. AND A GRAVEL RD. N.,
 PY1180'TURN RIGHT, N., ON GRAVEL RD. AND CONTINUE FOR 1.2 MI. TO A CROSSROAD
 PY1180'AND A SIGN READING --SADORIS HILL RD.--, HERE TURN LEFT, W., AND
 PY1180'FOLLOW MAIN RD., WHICH MAKES A RIGHT ANGLE TURN TO THE N. AFTER A
 PY1180'SHORT DISTANCE, AND DRIVE 1.7 MI. TO A CROSSROAD AND A SIGN READING
 PY1180'--SARILDA-- AND --SADORIS HILL RD.--, TURN LEFT, W., AND FOLLOW MAIN
 PY1180'RD. IN A GENERALLY N. TO NW. DIRECTION FOR 7.4 MI. TO A JUNCTION OF
 PY1180'FIVE RDS., TAKE NORTHEASTERNMOST RD., WITH A SIGN READING --ELK
 PY1180'WALLOW WELL-- AND --OSBORNE BRIDGE--, AND DRIVE 1.3 MI. ALONG WINDING
 PY1180'DIRT RD., AT THIS POINT HIKE W. OF RD. UP TO THE HIGHEST POINT AT
 PY1180'THE SW. END OF A RIDGE RUNNING NE. AND SW., ABOUT 0.15 MI.  STATION
 PY1180'LIES IN THE TOP OF A VERY LARGE AND PROMINENT BOULDER.
 PY1180'
 PY1180'STATION MARK--A STANDARD TABLET STAMPED---BIG BEND 1964--- SET IN
 PY1180'THE TOP OF A VERY LARGE BOULDER.
 PY1180'
 PY1180'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 PY1180'---RM NO 1 1964--- SET IN THE TOP OF A ROCK OUTCROP, ABOUT 7.5 FT.
 PY1180'BELOW AND 18.4 FT. FROM STATION MARK, S 52 DEG 23 MIN W.
 PY1180'
 PY1180'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 PY1180'---RM NO 2 1964--- SET IN THE TOP OF A LARGE BOULDER ABOUT LEVEL WITH
 PY1180'AND 11.77 FT. FROM STATION MARK, N 05 DEG 37 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0984 ***********************************************************************
 OZ0984  DESIGNATION -  BIG BUCK
 OZ0984  PID         -  OZ0984
 OZ0984  STATE/COUNTY-  ID/ELMORE
 OZ0984  USGS QUAD   -  NAHNEKE MTN (1972)
 OZ0984
 OZ0984                         *CURRENT SURVEY CONTROL
 OZ0984  ___________________________________________________________________
 OZ0984* NAD 83(1992)-  43 59 06.22791(N)    115 12 50.90638(W)     ADJUSTED  
 OZ0984* NAVD 88     -      2676.     (meters)    8780.     (feet)  SCALED    
 OZ0984  ___________________________________________________________________
 OZ0984  LAPLACE CORR-          13.12  (seconds)                    DEFLEC99
 OZ0984  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 OZ0984
 OZ0984  HORZ ORDER  -  SECOND
 OZ0984
 OZ0984.The horizontal coordinates were established by classical geodetic methods
 OZ0984.and adjusted by the National Geodetic Survey in July 1992..
 OZ0984
 OZ0984.The orthometric height was scaled from a topographic map.
 OZ0984
 OZ0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0984
 OZ0984.The geoid height was determined by GEOID03.
 OZ0984
 OZ0984;                    North         East     Units Scale Factor Converg.
 OZ0984;SPC ID W     -   257,671.627   842,987.176   MT  0.99995605   +0 22 19.7
 OZ0984;UTM  11      - 4,871,764.150   643,216.459   MT  0.99985227   +1 14 25.6
 OZ0984
 OZ0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0984!SPC ID W     -   0.99958265  x   0.99995605  =   0.99953872
 OZ0984!UTM  11      -   0.99958265  x   0.99985227  =   0.99943498
 OZ0984
 OZ0984:                Primary Azimuth Mark                     Grid Az
 OZ0984:SPC ID W     -  BROWNS                                   130 50 24.9
 OZ0984:UTM  11      -  BROWNS                                   129 58 19.0
 OZ0984
 OZ0984|---------------------------------------------------------------------|
 OZ0984| PID    Reference Object                     Distance      Geod. Az  |
 OZ0984|                                                           dddmmss.s |
 OZ0984| OZ0895 BROWNS                              APPROX. 8.6 KM 1311244.6 |
 OZ0984|---------------------------------------------------------------------|
 OZ0984
 OZ0984                          SUPERSEDED SURVEY CONTROL
 OZ0984
 OZ0984  NAD 83(1986)-  43 59 06.22732(N)    115 12 50.90257(W) AD(       ) 2
 OZ0984  NAD 27      -  43 59 06.58063(N)    115 12 47.58347(W) AD(       ) 2
 OZ0984
 OZ0984.Superseded values are not recommended for survey control.
 OZ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0984.See file dsdata.txt to determine how the superseded data were derived.
 OZ0984
 OZ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ4321671764(NAD 83)
 OZ0984_MARKER: DD = SURVEY DISK
 OZ0984_SETTING: 0 = UNSPECIFIED SETTING
 OZ0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0984
 OZ0984  HISTORY     - Date     Condition        Report By
 OZ0984  HISTORY     - 1936     MONUMENTED       USGS
 OZ0984  HISTORY     - 1959     GOOD             CGS
 OZ0984  HISTORY     - 1972     GOOD             USGS
 OZ0984
 OZ0984                          STATION DESCRIPTION
 OZ0984
 OZ0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ0984'LOCATED 20-1/2 MILES EAST SOUTHEAST OF LOWMAN, 13-1/2 MILES
 OZ0984'NORTH NORTHWEST OF ATLANTA, 3-1/2 MILES NORTHEAST OF GRAHAM
 OZ0984'GUARD STATION AND ON THE HIGH POINT OF A TIMBERED EAST-WEST
 OZ0984'RIDGE ABOUT 3/4 MILE LONG.
 OZ0984'
 OZ0984'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BIG
 OZ0984'BUCK (USFS), DISTANCE BEING 8.691 FEET, 2.650 METERS SOUTH
 OZ0984'SOUTHEAST OF BIG BUCK (USFS).  THE MARK IS A USGS SURVEY
 OZ0984'DISK CEMENTED IN A DRILL HOLE IN A BOULDER 3-1/2 BY 4 FEET
 OZ0984'AND PROJECTING 2 FEET.  IT IS 2-1/2 FEET HIGHER THAN THE
 OZ0984'TRIANGULATION STATION MARK.  IT IS STAMPED BIG BUCK 1939.
 OZ0984
 OZ0984                          STATION RECOVERY (1972)
 OZ0984
 OZ0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OZ0984'STATION MARK--STANDARD USGS TABLET STAMPED---BIG BUCK 1936---,
 OZ0984'CEMENTED IN ROCK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0985 ***********************************************************************
 OZ0985  DESIGNATION -  BIG BUCK RM 1
 OZ0985  PID         -  OZ0985
 OZ0985  STATE/COUNTY-  ID/ELMORE
 OZ0985  USGS QUAD   -  NAHNEKE MTN (1972)
 OZ0985
 OZ0985                         *CURRENT SURVEY CONTROL
 OZ0985  ___________________________________________________________________
 OZ0985* NAD 83(1992)-  43 59 06.20780(N)    115 12 51.16747(W)     ADJUSTED  
 OZ0985* NAVD 88     -      2676.     (meters)    8780.     (feet)  SCALED    
 OZ0985  ___________________________________________________________________
 OZ0985  LAPLACE CORR-          13.12  (seconds)                    DEFLEC99
 OZ0985  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 OZ0985
 OZ0985  HORZ ORDER  -  SECOND
 OZ0985
 OZ0985.The horizontal coordinates were established by classical geodetic methods
 OZ0985.and adjusted by the National Geodetic Survey in July 1992..
 OZ0985
 OZ0985.The orthometric height was scaled from a topographic map.
 OZ0985
 OZ0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0985
 OZ0985.The geoid height was determined by GEOID03.
 OZ0985
 OZ0985;                    North         East     Units Scale Factor Converg.
 OZ0985;SPC ID W     -   257,670.968   842,981.362   MT  0.99995605   +0 22 19.5
 OZ0985;UTM  11      - 4,871,763.403   643,210.657   MT  0.99985225   +1 14 25.4
 OZ0985
 OZ0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0985!SPC ID W     -   0.99958265  x   0.99995605  =   0.99953872
 OZ0985!UTM  11      -   0.99958265  x   0.99985225  =   0.99943496
 OZ0985
 OZ0985                          SUPERSEDED SURVEY CONTROL
 OZ0985
 OZ0985  NAD 83(1986)-  43 59 06.20721(N)    115 12 51.16366(W) AD(       ) 2
 OZ0985  NAD 27      -  43 59 06.56053(N)    115 12 47.84454(W) AD(       ) 2
 OZ0985
 OZ0985.Superseded values are not recommended for survey control.
 OZ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0985.See file dsdata.txt to determine how the superseded data were derived.
 OZ0985
 OZ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ4321171763(NAD 83)
 OZ0985
 OZ0985  HISTORY     - Date     Condition        Report By
 OZ0985  HISTORY     - 1959     MONUMENTED       CGS
 OZ0985
 OZ0985                          STATION DESCRIPTION
 OZ0985
 OZ0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0985'SEE STATION BIG BUCK USFS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0983 ***********************************************************************
 OZ0983  DESIGNATION -  BIG BUCK=T8N R10E
 OZ0983  PID         -  OZ0983
 OZ0983  STATE/COUNTY-  ID/ELMORE
 OZ0983  USGS QUAD   -  NAHNEKE MTN (1972)
 OZ0983
 OZ0983                         *CURRENT SURVEY CONTROL
 OZ0983  ___________________________________________________________________
 OZ0983* NAD 83(1992)-  43 59 06.30518(N)    115 12 50.95821(W)     ADJUSTED  
 OZ0983* NAVD 88     -      2676.2    (meters)    8780.     (feet)  VERTCON   
 OZ0983  ___________________________________________________________________
 OZ0983  LAPLACE CORR-          13.12  (seconds)                    DEFLEC99
 OZ0983  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 OZ0983
 OZ0983  HORZ ORDER  -  THIRD
 OZ0983
 OZ0983.The horizontal coordinates were established by classical geodetic methods
 OZ0983.and adjusted by the National Geodetic Survey in July 1992..
 OZ0983
 OZ0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0983
 OZ0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0983
 OZ0983.The geoid height was determined by GEOID03.
 OZ0983
 OZ0983;                    North         East     Units Scale Factor Converg.
 OZ0983;SPC ID W     -   257,674.004   842,986.005   MT  0.99995605   +0 22 19.7
 OZ0983;UTM  11      - 4,871,766.509   643,215.253   MT  0.99985227   +1 14 25.5
 OZ0983
 OZ0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0983!SPC ID W     -   0.99958268  x   0.99995605  =   0.99953875
 OZ0983!UTM  11      -   0.99958268  x   0.99985227  =   0.99943502
 OZ0983
 OZ0983|---------------------------------------------------------------------|
 OZ0983| PID    Reference Object                     Distance      Geod. Az  |
 OZ0983|                                                           dddmmss.s |
 OZ0983| OZ0984 BIG BUCK                              2.650 METERS 15410     |
 OZ0983| OZ0985 BIG BUCK RM 1                         5.548 METERS 23712     |
 OZ0983| CD4267 BIG BUCK AZ MK                                     2684439.4 |
 OZ0983| QA0806 JACKSON PK LOOKOUT HOUSE            APPROX.19.0 KM 3025224.8 |
 OZ0983|---------------------------------------------------------------------|
 OZ0983
 OZ0983                          SUPERSEDED SURVEY CONTROL
 OZ0983
 OZ0983  NAD 83(1986)-  43 59 06.30460(N)    115 12 50.95440(W) AD(       ) 3
 OZ0983  NAD 27      -  43 59 06.65791(N)    115 12 47.63529(W) AD(       ) 3
 OZ0983  NGVD 29 (07/19/86) 2674.8    (m)         8776.     (f) VERT ANG       
 OZ0983
 OZ0983.Superseded values are not recommended for survey control.
 OZ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0983.See file dsdata.txt to determine how the superseded data were derived.
 OZ0983
 OZ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ4321571767(NAD 83)
 OZ0983_MARKER: Z = SEE DESCRIPTION
 OZ0983_SETTING: 0 = UNSPECIFIED SETTING
 OZ0983
 OZ0983  HISTORY     - Date     Condition        Report By
 OZ0983  HISTORY     - 1959     MONUMENTED       CGS
 OZ0983
 OZ0983                          STATION DESCRIPTION
 OZ0983
 OZ0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ0983'THE STATION IS LOCATED, AIRLINE, ABOUT 20-1/2 MILES EAST-SOUTHEAST
 OZ0983'OF LOWMAN, 13-1/2 MILES NORTH-NORTHWEST OF ATLANTA, AND
 OZ0983'3-1/2 MILES NORTHEAST OF THE GRAHAM GUARD STATION AND LANDING
 OZ0983'STRIP ON THE HIGH POINT OF A TIMBERED EAST-WEST RIDGE ABOUT
 OZ0983'3/4 MILE LONG.
 OZ0983'
 OZ0983'TO REACH THE STATION FROM THE POST OFFICE IN LOWMAN GO SOUTH
 OZ0983'ON STATE HIGHWAY 21 14.3 MILES TO A SIDE ROAD ON THE LEFT
 OZ0983'TO BEAVER CREEK GUARD STATION.  CONTINUE SOUTH ON THE HIGHWAY
 OZ0983'1.1 MILES TO FOREST SERVICE ROAD NO. 76 ON THE LEFT.  TURN
 OZ0983'LEFT AND GO EAST 4.2 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 OZ0983'LEFT AND GO NORTHEAST TOWARD GRAHAM GUARD STATION 1.1 MILES
 OZ0983'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY
 OZ0983'9.2 MILES TO A FORK ON THE RIDGE.  KEEP RIGHT AND GO DOWNHILL
 OZ0983'THEN UP AGAIN 6.2 MILES TO THE TOP OF A PASS.  CONTINUE
 OZ0983'EAST DOWNHILL 6.3 MILES TO A TRACK ROAD ON THE LEFT MARKED
 OZ0983'BY TRIANGLE BLAZES ON THE TREES.  TURN LEFT AND GO 0.1 MILE
 OZ0983'TO AN OLD CAMP GROUND AND CORRALS AND THE END OF TRUCK
 OZ0983'TRAVEL.  PACK NORTHEAST ACROSS COW CREEK AND UP ALONG THE WEST
 OZ0983'SIDE OF THE NORTH FORK OF THE BOISE RIVER FOR ABOUT 1/4
 OZ0983'MILE TO A TRAIL FORK.  TURN RIGHT AND GO DOWN ACROSS THE
 OZ0983'RIVER ON A LOG BRIDGE THEN SOUTHEAST ABOUT 1/4 MILE TO A
 OZ0983'FORK TO BAYHOUSE CREEK.  KEEP RIGHT TOWARD ATLANTA AND
 OZ0983'CLIMB ABOUT A MILE TO THE SUMMIT OF A PASS.  TURN LEFT OFF
 OZ0983'THE TRAIL AND CLIMB NORTH-NORTHEAST UP THE STEEP SLOPE
 OZ0983'ABOUT A MILE TO THE TOP AND THE AZIMUTH MARK 50 YARDS
 OZ0983'BEYOND.  CONTINUE ALONG THE CREST ABOUT 1/4 MILE TO
 OZ0983'THE HIGHEST POINT AND THE STATION.  THE PACKING TIME IS
 OZ0983'ABOUT 4 HOURS.
 OZ0983'
 OZ0983'THE STATION MARK IS A U.S. DEPARTMENT OF AGRICULTURE FOREST
 OZ0983'SERVICE DISK STAMPED T 8 N R 10 E 27 CEMENTED IN A DRILL HOLE
 OZ0983'IN A 3 BY 4-FOOT BEDROCK OUTCROP PROJECTING ABOUT 1 FOOT ON
 OZ0983'ITS LOWER SIDE.  IT IS 3.5 FEET WEST OF THE HIGHEST OUTCROP
 OZ0983'ON THE SUMMIT.
 OZ0983'
 OZ0983'A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED BIG BUCK
 OZ0983'1939 CEMENTED IN A DRILL HOLE IN A 3-1/2 BY 4-FOOT BEDROCK
 OZ0983'OUTCROP PROJECTING 2 FEET ABOVE THE GROUND SERVES AS REFERENCE
 OZ0983'MARK NUMBER ONE.  IT IS ABOUT 2-1/2 FEET ABOVE THE STATION
 OZ0983'ELEVATION.
 OZ0983'
 OZ0983'A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK STAMPED NO 1
 OZ0983'CEMENTED IN A DRILL HOLE IN A 3-1/2 BY 4-FOOT BEDROCK OUTCROP
 OZ0983'PROJECTING 3 FEET ABOVE THE GROUND SERVES AS REFERENCE MARK
 OZ0983'NUMBER TWO.  IT IS ABOUT 4 FEET LOWER THAN THE STATION MARK
 OZ0983'AND THE ARROW POINTS TO THE BENCH MARK MENTIONED ABOVE.
 OZ0983'
 OZ0983'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BIG BUCK USFS
 OZ0983'1959 CEMENTED IN A DRILL HOLE IN A 4-FOOT SQUARE BEDROCK
 OZ0983'OUTCROP PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS AT THE
 OZ0983'TOP EDGE OF THE STEEP SOUTH SLOPE OF THE RIDGE ABOUT 100
 OZ0983'YARDS ABOVE A PROMINENT ROCK SPUR WHICH PROJECTS FROM THE SOUTH
 OZ0983'SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0945 ***********************************************************************
 OY0945  DESIGNATION -  BIG BUTTE
 OY0945  PID         -  OY0945
 OY0945  STATE/COUNTY-  ID/BUTTE
 OY0945  USGS QUAD   -  BIG SOUTHERN BUTTE (1972)
 OY0945
 OY0945                         *CURRENT SURVEY CONTROL
 OY0945  ___________________________________________________________________
 OY0945* NAD 83(1994)-  43 23 45.91488(N)    113 01 21.08238(W)     ADJUSTED  
 OY0945* NAVD 88     -      2310.4    (meters)    7580.     (feet)  VERTCON   
 OY0945  ___________________________________________________________________
 OY0945  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 OY0945  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 OY0945
 OY0945  HORZ ORDER  -  FIRST
 OY0945
 OY0945.The horizontal coordinates were established by classical geodetic methods
 OY0945.and adjusted by the National Geodetic Survey in June 1998..
 OY0945
 OY0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0945
 OY0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0945
 OY0945.The geoid height was determined by GEOID03.
 OY0945
 OY0945;                    North         East     Units Scale Factor Converg.
 OY0945;SPC ID C     -   192,564.309   579,186.603   MT  1.00002447   +0 40 17.8
 OY0945;SPC ID E     -   192,456.000   130,666.098   MT  1.00000648   -0 35 16.9
 OY0945;UTM  12      - 4,806,787.746   336,208.392   MT  0.99993001   -1 23 23.5
 OY0945
 OY0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0945!SPC ID C     -   0.99963975  x   1.00002447  =   0.99966421
 OY0945!SPC ID E     -   0.99963975  x   1.00000648  =   0.99964623
 OY0945!UTM  12      -   0.99963975  x   0.99993001  =   0.99956979
 OY0945
 OY0945:                Primary Azimuth Mark                     Grid Az
 OY0945:SPC ID C     -  MIDDLE BUTTE                             064 40 25.9
 OY0945:SPC ID E     -  MIDDLE BUTTE                             065 56 00.6
 OY0945:UTM  12      -  MIDDLE BUTTE                             066 44 07.2
 OY0945
 OY0945|---------------------------------------------------------------------|
 OY0945| PID    Reference Object                     Distance      Geod. Az  |
 OY0945|                                                           dddmmss.s |
 OY0945| OY0878 MIDDLE BUTTE                        APPROX.25.3 KM 0652043.7 |
 OY0945| OY0879 LITTLE BUTTE CAIRN                  APPROX.31.1 KM 0683844.1 |
 OY0945| OY0895 JACOB GOHLS RANCH HOUSE             APPROX.14.6 KM 0735403.0 |
 OY0945| OY0950 BIG BUTTE RM 1                        2.713 METERS 10704     |
 OY0945| OY0947 BIG BUTTE CAIRN                       3.351 METERS 25504     |
 OY0945| CN3964 BIG BUTTE RM 2                        2.975 METERS 30411     |
 OY0945|---------------------------------------------------------------------|
 OY0945
 OY0945                          SUPERSEDED SURVEY CONTROL
 OY0945
 OY0945  NAD 83(1992)-  43 23 45.91488(N)    113 01 21.08238(W) AD(       ) 1
 OY0945  NAD 83(1986)-  43 23 45.90895(N)    113 01 21.06742(W) AD(       ) 1
 OY0945  NAD 27      -  43 23 46.24000(N)    113 01 18.05400(W) AD(       ) 1
 OY0945  NGVD 29 (07/19/86) 2309.3    (m)         7576.     (f) VERT ANG       
 OY0945
 OY0945.Superseded values are not recommended for survey control.
 OY0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0945.See file dsdata.txt to determine how the superseded data were derived.
 OY0945
 OY0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP3620806788(NAD 83)
 OY0945_MARKER: DS = TRIANGULATION STATION DISK
 OY0945_SETTING: 80 = SET IN A BOULDER
 OY0945_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OY0945
 OY0945  HISTORY     - Date     Condition        Report By
 OY0945  HISTORY     - 1915     MONUMENTED       CGS
 OY0945  HISTORY     - 1915     GOOD             USGS
 OY0945  HISTORY     - 1934     GOOD             USGS
 OY0945  HISTORY     - 1936     GOOD             CGS
 OY0945  HISTORY     - 1959     MARK NOT FOUND   USGS
 OY0945  HISTORY     - 1960     MARK NOT FOUND   CGS
 OY0945
 OY0945                          STATION DESCRIPTION
 OY0945
 OY0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CVH)
 OY0945'STATION IS ON THE HIGHEST POINT OF THE MOUNTAIN OF THE SAME
 OY0945'NAME, 23 MILES SE OF ARCO AND 7 MILES SW OF CERRO GRANDE.
 OY0945'IT IS ON OR NEAR THE BOUNDARY LINE BETWEEN BINGHAM AND BLAINE
 OY0945'COUNTIES AND IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 OY0945'HOLE IN BOULDER.
 OY0945'
 OY0945'REFERENCE MARK IS A STANDARD BRONZE DISK, 1-INCH HOLE 3
 OY0945'INCHES DEEP IN THE TOP OF A LARGE BOULDER WHICH PROJECTS
 OY0945'6 INCHES ABOVE THE SURFACE OF THE GROUND.  A U.S.G.S. CAIRN
 OY0945'IS NEAR-BY.
 OY0945
 OY0945                          STATION RECOVERY (1915)
 OY0945
 OY0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1915
 OY0945'RECOVERED AS DESCRIBED.
 OY0945'
 OY0945'CAIRN--6X6-FT ROCK CAIRN OVER USGS BM IN ROCK.
 OY0945
 OY0945                          STATION RECOVERY (1934)
 OY0945
 OY0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 OY0945'RECOVERED AS DESCRIBED.
 OY0945
 OY0945                          STATION RECOVERY (1936)
 OY0945
 OY0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (CP)
 OY0945'STATION WAS RECOVERED ON THE SOUTHERLY AND HIGHEST POINT OF
 OY0945'A LARGE BUTTE RISING ABRUPTLY ABOVE LAVA PLAINS KNOWN AS
 OY0945'BIG BUTTE.  IT IS 37 MILES WNW OF BLACKFOOT AND 6 MILES
 OY0945'SW OF CERRO GRANDE, AIR LINE DISTANCES.
 OY0945'
 OY0945'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 OY0945'IN DRILL HOLES IN BOULDERS.
 OY0945'
 OY0945'REFERENCE MARK IS 8.9 FEET FROM STATION S 72 DEG 55 MIN E,
 OY0945'CROSS IN BOULDER 9.74 FEET N 55 DEG 51 MINW.
 OY0945'
 OY0945'A U.S.G.S. ROCK CAIRN 6 BY 6 FEET IS 11.2 FEET FROM STATION
 OY0945'S 74 MIN 10 MIN W.
 OY0945'
 OY0945'STATION IS REACHED FROM BLACKFOOT BY GOING NW ON STATE ROUTE
 OY0945'27, 31.6 MILES, OR 10.9 MILES PAST A WATER TANK ON THE LEFT
 OY0945'IN TABER, TO MIDWAY SERVICE STATION (SHELL) ON THE RIGHT
 OY0945'AND CONTINUE ON HIGHWAY FOR 4.75 MILES AND TURN LEFT ONTO
 OY0945'A DIRT CROSS ROAD AT A 2-BY 2-INCH SIGN WITH ONLY FAINT TRACES
 OY0945'OF LETTERS.  THIS POINT IS ALONG A LARGE LEFT CURVE AND THERE
 OY0945'IS A VOLCANIC FORMATION TO LEFT OF HIGHWAY.  GO 2.0 MILES
 OY0945'AND KEEP RIGHT FORK, AND GO 2.2 MILES AND FOLLOW ROAD LEFT,
 OY0945'GO 2.0 MILES AND CROSS TWO RAILROAD TRACKS TO W OF CERRO
 OY0945'GRANDE RAILROAD STATION AND BOARDED UP BUILDINGS.  CONTINUE
 OY0945'0.2 MILE AND TAKE LEFT FORK (S) AT SECTION MARKER IN
 OY0945'ANGLE, GO 0.05 MILE AND KEEP STRAIGHT AT RIGHT FORK,
 OY0945'GO 0.75 MILE TO CROSSROADS AND TURN RIGHT (W), KEEP MAIN
 OY0945'ROAD 1.75 MILES TO A POINT WHERE THE ROAD MAKES EASY LEFT
 OY0945'TURN AT DITCH.  GO 0.45 MILE AND KEEP RIGHT FORK.
 OY0945'FOLLOW MAIN ROAD 1.25 MILE AND TAKE EXTREME LEFT FORK
 OY0945'SE AT LOG CORRAL AND SHACK ABOUT 400 FEET TO THE NW, GO
 OY0945'0.7 MILE AND TURN RIGHT OFF ROAD AND DRIVE ABOUT 0.3
 OY0945'MILE, OR AS FAR AS POSSIBLE, THROUGH SAGE-BRUSH TOWARD THE
 OY0945'DEEP DRAW ON THE N SIDE OF BUTTE.  THIS DRAW IS BRUSHY
 OY0945'AT THE BOTTOM AND WOODED NEAR THE TOP.  FROM FOOT OF DRAW
 OY0945'WALK UP THE STEEP SLOPE OF RIDGE TO LEFT OF DRAW, AND
 OY0945'FOLLOW TO HIGHEST POINT AND STATION ON THE S SIDE OF
 OY0945'BUTTE.  A STEEP 1 3/4-HOUR PACK.
 OY0945
 OY0945                          STATION RECOVERY (1959)
 OY0945
 OY0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 OY0945'NOT OCCUPIED.  STATION MARK WAS APPARENTLY DESTROYED.  RMS 1 AND
 OY0945'2 IN GOOD CONDITION BUT NOT MEASURED.  USGS TABLET NOT SEARCHED
 OY0945'FOR BUT PROBABLY DESTROYED ALSO.  STATION REACHED BY HELICOPTER.
 OY0945
 OY0945                          STATION RECOVERY (1960)
 OY0945
 OY0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0945'THE STATION MARK COULD NOT BE FOUND.  REFERENCE MARKS 1 AND 2
 OY0945'WERE RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 OY0945'LEFT INTACT AND USED FOR BIG BUTTE 2.
 OY0945'
 OY0945'THE ORIGINAL DESCRIPTION STATED THAT THE STATION IS ON THE
 OY0945'BLAINE-BINGHAM COUNTY LINE BUT IT IS WELL WITHIN THE SOUTHEAST
 OY0945'CORNER OF BUTTE COUNTY.
 OY0945'
 OY0945'STATION MARK--STANDARD BRONZE DISK WEDGED IN DRILL HOLE IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0946 ***********************************************************************
 OY0946  DESIGNATION -  BIG BUTTE 2
 OY0946  PID         -  OY0946
 OY0946  STATE/COUNTY-  ID/BUTTE
 OY0946  USGS QUAD   -  BIG SOUTHERN BUTTE (1972)
 OY0946
 OY0946                         *CURRENT SURVEY CONTROL
 OY0946  ___________________________________________________________________
 OY0946* NAD 83(1992)-  43 23 45.90289(N)    113 01 21.14587(W)     ADJUSTED  
 OY0946* NAVD 88     -      2310.6    (meters)    7581.     (feet)  VERTCON   
 OY0946  ___________________________________________________________________
 OY0946  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 OY0946  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 OY0946
 OY0946  HORZ ORDER  -  FIRST
 OY0946
 OY0946.The horizontal coordinates were established by classical geodetic methods
 OY0946.and adjusted by the National Geodetic Survey in July 1992..
 OY0946
 OY0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0946
 OY0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0946
 OY0946.The geoid height was determined by GEOID03.
 OY0946
 OY0946;                    North         East     Units Scale Factor Converg.
 OY0946;SPC ID C     -   192,563.922   579,185.179   MT  1.00002447   +0 40 17.7
 OY0946;SPC ID E     -   192,455.645   130,664.666   MT  1.00000648   -0 35 16.9
 OY0946;UTM  12      - 4,806,787.410   336,206.955   MT  0.99993002   -1 23 23.5
 OY0946
 OY0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0946!SPC ID C     -   0.99963972  x   1.00002447  =   0.99966418
 OY0946!SPC ID E     -   0.99963972  x   1.00000648  =   0.99964620
 OY0946!UTM  12      -   0.99963972  x   0.99993002  =   0.99956977
 OY0946
 OY0946|---------------------------------------------------------------------|
 OY0946| PID    Reference Object                     Distance      Geod. Az  |
 OY0946|                                                           dddmmss.s |
 OY0946| OY0950 BIG BUTTE RM 1                        4.044 METERS 09603     |
 OY0946| CN3966 BIG BUTTE 2 AZ MK                                  1220840.2 |
 OY0946| CN3965 BIG BUTTE RM 2 RESET                  4.418 METERS 20857     |
 OY0946|---------------------------------------------------------------------|
 OY0946
 OY0946                          SUPERSEDED SURVEY CONTROL
 OY0946
 OY0946  NAD 83(1986)-  43 23 45.89695(N)    113 01 21.13087(W) AD(       ) 1
 OY0946  NAD 27      -  43 23 46.22750(N)    113 01 18.14830(W) AD(       ) 1
 OY0946  NGVD 29 (07/19/86) 2309.5    (m)         7577.     (f) VERT ANG       
 OY0946
 OY0946.Superseded values are not recommended for survey control.
 OY0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0946.See file dsdata.txt to determine how the superseded data were derived.
 OY0946
 OY0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP3620706787(NAD 83)
 OY0946_MARKER: DS = TRIANGULATION STATION DISK
 OY0946_SETTING: 80 = SET IN A BOULDER
 OY0946_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OY0946
 OY0946  HISTORY     - Date     Condition        Report By
 OY0946  HISTORY     - 1960     MONUMENTED       CGS
 OY0946  HISTORY     - 1972     GOOD             NGS
 OY0946
 OY0946                          STATION DESCRIPTION
 OY0946
 OY0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0946'STATION IS ON THE HIGHEST POINT OF BIG BUTTE MOUNTAIN, ABOUT
 OY0946'16-1/2 MILES SOUTH AND 15 MILES EAST OF ARCO, 11 MILES WEST
 OY0946'AND 4 MILES SOUTH OF ATOMIC CITY, 8 MILES NORTH OF THE
 OY0946'BUTTE-BLAINE COUNTY LINE, 4-1/2 MILES WEST OF THE BUTTE-BINGHAM
 OY0946'COUNTY LINE AND IN R 29 E, T 1 N.  REFERENCE MARKS 1 AND 2
 OY0946'ARE THE REFERENCE MARKS FOR BIG BUTTE 1936.
 OY0946'
 OY0946'TO REACH FROM THE POST OFFICE IN ATOMIC CITY, GO SOUTHERLY
 OY0946'ON MAIN STREET FOR 0.3 MILE TO A GRADED SIDE ROAD RIGHT, TURN
 OY0946'RIGHT, WESTERLY ON GRADED ROAD FOR 4.2 MILE TO A RAILROAD
 OY0946'CROSSING, CONTINUE WESTERLY, ON GRADED ROAD FOR 6.25 MILE TO
 OY0946'THE AZIMUTH MARK ON THE LEFT AND A SMALL, ROCKY,
 OY0946'NORTHWEST-SOUTHEAST RIDGE ON THE RIGHT, CONTINUE WESTERLY ON GRADED
 OY0946'ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT, CONTINUE WESTERLY,
 OY0946'ON GRADED ROAD FOR 0.2 MILE TO A FORK, TAKE THE RIGHT FORK,
 OY0946'NORTHWEST AND WEST, ALONG THE SOUTH SIDE OF MOUNTAIN FOR 1.3 MILE
 OY0946'TO A FORK, TAKE THE RIGHT FORK, WESTERLY ON GRADED ROAD FOR 0.1
 OY0946'MILE, THEN NORTH CROSS COUNTRY FOR ABOUT 0.5 MILE TO THE BASE OF
 OY0946'MOUNTAIN AND END OF TRUCK TRAVEL.  FROM HERE PACK
 OY0946'NORTHERLY UP STEEP SLOPE TO THE HIGHEST POINT AND STATION.
 OY0946'ABOUT A 2 HOUR PACK.
 OY0946'
 OY0946'STATION MARK IS A STANDARD DISK, STAMPED BIG BUTTE 2 1960,
 OY0946'CEMENTED IN A DRILL HOLE IN A 3 X 2 FOOT BOULDER PROJECTING
 OY0946'6 INCHES.  4 FEET EAST OF A SMALL CONCRETE FOUNDATION AND
 OY0946'ON THE HIGHEST POINT.
 OY0946'
 OY0946'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG BUTTE NO
 OY0946'1 1936, CEMENTED IN A DRILL HOLE IN A 3 X 2 FOOT BOULDER
 OY0946'PROJECTING 1 FOOT ON THE SOUTH SIDE AND FLUSH ON THE NORTH
 OY0946'SIDE.  IT IS 18 FEET EAST OF THE CONCRETE FOUNDATION AND ABOUT
 OY0946'THE SAME ELEVATION AS THE STATION.
 OY0946'
 OY0946'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIG BUTTE NO
 OY0946'2 1936, CEMENTED IN A DRILL HOLE IN A 2 X 1 FOOT BOULDER
 OY0946'PROJECTING 2 FEET ON THE SOUTH SIDE AND FLUSH ON THE NORTH
 OY0946'SIDE.  IT IS 10 FEET SOUTH-SOUTHWEST OF THE CONCRETE FOUNDATION
 OY0946'AND ABOUT 2 FEET LOWER THAN THE STATION.
 OY0946'
 OY0946'AZIMUTH MARK IS A STANDARD DISK, STAMPED BIG BUTTE 2 1960,
 OY0946'CEMENTED IN A DRILL HOLE IN A 5 X 3 FOOT BOULDER PROJECTING
 OY0946'4 INCHES.  IT IS 18 FEET SOUTH OF THE CENTER OF THE GRADED ROAD
 OY0946'AND 8.3 FEET SOUTH OF A METAL, WITNESS SIGN POST.
 OY0946
 OY0946                          STATION RECOVERY (1972)
 OY0946
 OY0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OY0946'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 1035.
 OY0946'
 OY0946'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION
 OY0946'MARK, AND REFERENCE MARKS HAVE BEEN DESTROYED.  A LOOKOUT
 OY0946'HOUSE OCCUPIES THIS SUMMIT.  A U.S.G.S. DISK, STAMPED BIG BUTTE
 OY0946'3 1963 HAS BEEN ESTABLISHED ABOUT 275 FEET WEST-SOUTHWEST OF THE
 OY0946'DESCRIBED LOCATION FOR TRIANGULATION STATION BIG BUTTE 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0948 ***********************************************************************
 OY0948  CBN         -  This is a Cooperative Base Network Control Station.
 OY0948  DESIGNATION -  BIG BUTTE 3
 OY0948  PID         -  OY0948
 OY0948  STATE/COUNTY-  ID/BUTTE
 OY0948  USGS QUAD   -  BIG SOUTHERN BUTTE (1972)
 OY0948
 OY0948                         *CURRENT SURVEY CONTROL
 OY0948  ___________________________________________________________________
 OY0948* NAD 83(1999)-  43 23 45.22127(N)    113 01 24.28206(W)     ADJUSTED  
 OY0948* NAVD 88     -      2305.5    (meters)    7564.     (feet)  GPS OBS   
 OY0948  ___________________________________________________________________
 OY0948  X           -  -1,816,111.364 (meters)                     COMP
 OY0948  Y           -  -4,273,634.254 (meters)                     COMP
 OY0948  Z           -   4,361,140.219 (meters)                     COMP
 OY0948  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 OY0948  ELLIP HEIGHT-        2293.24  (meters)          (04/16/01) GPS OBS
 OY0948  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 OY0948
 OY0948  HORZ ORDER  -  B
 OY0948  ELLP ORDER  -  FOURTH    CLASS II
 OY0948
 OY0948.The horizontal coordinates were established by GPS observations
 OY0948.and adjusted by the National Geodetic Survey in April 2001..
 OY0948.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0948.DATUM ITEM on the data sheet items page.
 OY0948
 OY0948.The orthometric height was determined by GPS observations and a
 OY0948.high-resolution geoid model.
 OY0948
 OY0948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0948
 OY0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0948
 OY0948.The ellipsoidal height was determined by GPS observations
 OY0948.and is referenced to NAD 83.
 OY0948
 OY0948.The geoid height was determined by GEOID03.
 OY0948
 OY0948;                    North         East     Units Scale Factor Converg.
 OY0948;SPC ID C     -   192,542.060   579,114.851   MT  1.00002433   +0 40 15.5
 OY0948;SPC ID E     -   192,435.335   130,593.875   MT  1.00000660   -0 35 19.1
 OY0948;UTM  12      - 4,806,768.095   336,135.892   MT  0.99993030   -1 23 25.7
 OY0948
 OY0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0948!SPC ID C     -   0.99964051  x   1.00002433  =   0.99966483
 OY0948!SPC ID E     -   0.99964051  x   1.00000660  =   0.99964711
 OY0948!UTM  12      -   0.99964051  x   0.99993030  =   0.99957084
 OY0948
 OY0948|---------------------------------------------------------------------|
 OY0948| PID    Reference Object                     Distance      Geod. Az  |
 OY0948|                                                           dddmmss.s |
 OY0948| CN3970 BIG BUTTE LOH NW CORNER              72.219 METERS 06713     |
 OY0948| OY0949 BIG BUTTE LOOKOUT HOUSE              76.264 METERS 07007     |
 OY0948| CN3972 BIG BUTTE LOH SW CORNER              70.695 METERS 07025     |
 OY0948| CN3971 BIG BUTTE LOH SE CORNER              77.617 METERS 07211     |
 OY0948| OY0875 TABER                               APPROX.31.6 KM 0961404.9 |
 OY0948| CN3966 BIG BUTTE 2 AZ MK                                  1211858.0 |
 OY0948| CN3967 BIG BUTTE 3 RM 1                      4.639 METERS 16101     |
 OY0948| CN3968 BIG BUTTE 3 RM 2                      9.911 METERS 24904     |
 OY0948| CN3969 BIG BUTTE 3 RM 3                     13.048 METERS 30433     |
 OY0948|---------------------------------------------------------------------|
 OY0948
 OY0948                          SUPERSEDED SURVEY CONTROL
 OY0948
 OY0948  NAD 83(1992)-  43 23 45.22048(N)    113 01 24.28036(W) AD(       ) B
 OY0948  ELLIP H (05/15/92) 2293.33   (m)                       GP(       ) 4 2
 OY0948  NAD 83(1986)-  43 23 45.21424(N)    113 01 24.26130(W) AD(       ) 2
 OY0948  NAD 27      -  43 23 45.54191(N)    113 01 21.26962(W) AD(       ) 2
 OY0948  NGVD 29 (05/10/91) 2304.4    (m)         7560.     (f) GPS OBS        
 OY0948
 OY0948.Superseded values are not recommended for survey control.
 OY0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0948.See file dsdata.txt to determine how the superseded data were derived.
 OY0948
 OY0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP3613606768(NAD 83)
 OY0948_MARKER: DB = BENCH MARK DISK
 OY0948_SETTING: 80 = SET IN A BOULDER
 OY0948_SP_SET: IN DRILL HOLE IN A BOULDER
 OY0948_STAMPING: BIG BUTTE 3 1963
 OY0948_MARK LOGO: USGS  
 OY0948_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0948+STABILITY: SURFACE MOTION
 OY0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0948+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1990
 OY0948
 OY0948  HISTORY     - Date     Condition        Report By
 OY0948  HISTORY     - 1963     MONUMENTED       USGS
 OY0948  HISTORY     - 1970     GOOD             USGS
 OY0948  HISTORY     - 1974     GOOD             NGS
 OY0948  HISTORY     - 19900831 GOOD             NGS
 OY0948  HISTORY     - 20050619 POOR             DJC
 OY0948
 OY0948                          STATION DESCRIPTION
 OY0948
 OY0948'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OY0948'RM 1 TO RM 3 NOT MEASURED.
 OY0948'
 OY0948'LOCATED 11.5 MI SE. OF ARCO.  9 MI NW. OF BIG SOUTHERN BUTTE.  IN
 OY0948'T. 2 N. NEAR THE LINE BETWEEN R. 27 E. AND R. 28E. ON A
 OY0948'PROMINENT ROCKY-COVERED, DOME-SHAPED HILL, ON THE SOUTHEAST
 OY0948'END OF A LOW RIDGE THAT HAS TWO JAGGY BLACK ROCKY PEAKS ON THE
 OY0948'NORTHWEST END.
 OY0948'
 OY0948'TO REACH FROM THE POST OFFICE IN ATOMIC CITY, GO S. ON
 OY0948'MAIN STREET FOR 0.3 MI TO A T-RD.  TURN RIGHT W. ON GRADED
 OY0948'RD. FOR 4.2 MI TO RR. X-ING.  CONTINUE W. ON MAIN GRADED RD. FOR
 OY0948'6.25 MI TO AZIMUTH MARK FOR TRIANGULATION STATION BIG BUTTE 2 ON
 OY0948'LEFT SIDE OF RD. AT CREST OVER ROCKY RIDGE.  CONTINUE ON
 OY0948'MAIN-TRAVELED RD. FOR 3.5 MI TO RD. FK.  TURN RIGHT AND GO FOR
 OY0948'4.3 MI TO A CATTLEGUARD.  CONTINUE 0.1 MI TO Y-RD. NEAR A SMALL
 OY0948'CABIN AND CORRAL AT OLD DIRT LANDING STRIP.  TURN RIGHT FOR
 OY0948'1.4 MI TO A GATE AT BASE OF MOUNTAIN (KEY TO GATE OBTAINED
 OY0948'FROM BLM OFFICE IN IDAHO FALLS).  BEGIN 4-WHEEL DRIVE
 OY0948'TRAVEL AND CONTINUE UP MOUNTAIN RD. FOR 3.3 MI TO TOP AND
 OY0948'STATION, ABOUT 250 FT FROM LOH AND 10 FT LOWER.
 OY0948'
 OY0948'STATION MARK--A STANDARD USGS TABLET STAMPED BIG BUTTE 3 1963
 OY0948'CEMENTED IN DRILL HOLE IN BOULDER ON SMALL TOP.
 OY0948'
 OY0948'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 OY0948'STAMPED NO 1 1963 CEMENTED IN DRILL HOLE IN BOULDER 2.6 FT
 OY0948'BELOW STATION MARK.
 OY0948'
 OY0948'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER CEMENTED IN
 OY0948'BOULDER, 3.8 FT BELOW STATION MARK.
 OY0948'
 OY0948'REFERENCE MARK NO. 3--(ESTABLISHED IN 1970) A STANDARD USGS
 OY0948'REFERENCE MARK TABLET STAMPED BIG BUTTE 3 RM 3 1970 CEMENTED
 OY0948'IN DRILL HOLE IN BOULDER.
 OY0948
 OY0948                          STATION RECOVERY (1974)
 OY0948
 OY0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OY0948'NO PREVIOUS DESCRIPTION AVAILABLE AT THIS OFFICE.
 OY0948'
 OY0948'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WAS
 OY0948'RECOVERED IN GOOD CONDITION.  THERE WAS NO SUITABLE PLACE TO
 OY0948'ESTABLISH ANOTHER WORTHY REFERECE MARK.  A NEW AND COMPLETE
 OY0948'DESCRIPTION FOLLOWS.
 OY0948'
 OY0948'THE STATION IS ON BIG BUTTE MOUNTAIN, JUST SOUTHWEST OF THE LOOKOUT
 OY0948'TOWER.
 OY0948'
 OY0948'TO REACH THE STATION FROM THE ATOMIC CITY POST OFFICE GO SOUTH ON
 OY0948'THE MAIN STREET FOR 0.2 MILE TO A GRADED ROAD RIGHT, JUST AFTER
 OY0948'PASSING THE TWIN BUTTES BAR, TURN RIGHT, AND GO WESTERLY ON THE
 OY0948'BLADED ROAD FOR 4.3 MILES TO A RAILROAD CROSSING, CROSS THE RAILROAD,
 OY0948'AND CONTINUE WESTERLY ON THE BLADED ROAD FOR 6.5 MILES TO THE
 OY0948'AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY FOR 0.45 MILE TO A
 OY0948'SIDE ROAD LEFT, CONTINUE WEST ALONG THE SOUTH SIDE OF THE BUTTE
 OY0948'FOR 3.2 MILES TO A FORK, AND SIGN, BIG BUTTE LOOKOUT 9, TURN RIGHT
 OY0948'AS PER SIGN, AND GO NORTHEASTERLY FOR 3.5 MILES TO A CATTLE
 OY0948'GUARD, AND GATE, CONTINUE NORTHEAST FOR 0.25 MILE TO A FORK,
 OY0948'JUST BEFORE REACHING SOME OLD BUILDINGS.  USING A 4-WHEEL DRIVE
 OY0948'VEHICLE, TURN SHARP RIGHT, AS PER SIGN, BIG BUTTE LOOKOUT 5
 OY0948'AND GO SOUTH AND EAST UP THE STEEP MOUNTAIN ROAD FOR 4.8 MILES
 OY0948'TO THE LOOKOUT, AND THE END OF TRUCK TRAVEL.  HIKE WEST PAST THE
 OY0948'LOOKOUT, AND OUT THE RIDGE FOR 300 FEET TO THE STATION.
 OY0948'
 OY0948'THE STATION MARK, STAMPED BIG BUTTE 3 1963, IS A U.S. GEOLOGICAL
 OY0948'DISK CEMENTED IN A BOULDER THAT PROJECTS 1-INCH, 250 FEET SOUTHWEST
 OY0948'OF THE LOOKOUT, AND 2 FEET EAST OF A ROCK CAIRN.
 OY0948'
 OY0948'REFERENCE MARK NO. 1, STAMPED NO 1 1963, IS A U.S. GEOLOGICAL
 OY0948'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT
 OY0948'BOULDER THAT PROJECTS 2-INCHES, 1 FOOT NORTHEAST OF A ROCK CAIRN,
 OY0948'AND 1.5 FEET LOWER THAN THE STATION.
 OY0948'
 OY0948'THE AZIMUTH MARK, STAMPED BIG BUTTE 2 1960, IS A STANDARD DISK
 OY0948'CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT BOULDER THAT PROJECTS
 OY0948'4 INCHES, 25 FEET SOUTH OF THE CENTER OF THE ROAD, AND 6 FEET
 OY0948'SOUTH OF A METAL WITNESS POST.
 OY0948'
 OY0948'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES WSW OF
 OY0948'ATOMIC CITY.
 OY0948
 OY0948                          STATION RECOVERY (1990)
 OY0948
 OY0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY0948'THE STATION IS LOCATED ABOUT 30.0 KM (18.64 MI) SOUTHEAST OF ARCO,
 OY0948'25.0 KM (15.53 MI) SOUTHWEST FROM ATOMIC CITY AND ON TOP OF AND NEAR
 OY0948'THE WESTERLY END OF BIG SOUTHERN BUTTE ON RESTRICTED PROPERTY OF THE
 OY0948'IDAHO NATIONAL ENGINEERING LABORATORY. FOR PERMISSION, CONTACT
 OY0948'RICHARD SMITH, EG G IDAHO, INC., P.O. BOX 1625, IDAHO FALLS, ID
 OY0948'83415, PHONE (208) 526-9896.
 OY0948'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE IN ATOMIC
 OY0948'CITY,  GO SOUTH ON MAIN STREET FOR 0.48 KM (0.30 MI) TO A FORK.  TAKE
 OY0948'THE RIGHT FORK AND GO SOUTHEAST AND WEST ON A VERY ROUGH PAVED ROAD
 OY0948'FOR 2.2 KM (1.37 MI) TO A GRAVEL SIDE ROAD ON THE RIGHT AND SIGN
 OY0948'--BIG SOUTHERN BUTTE 13--.  TURN RIGHT AND GO NORTHWEST ON A GRAVEL
 OY0948'AND DIRT ROAD FOR 6.76 KM (4.20 MI) TO A RAILROAD CROSSING.  CONTINUE
 OY0948'WESTERLY ON THE DIRT ROAD, CROSSING THE TRACKS, FOR 10.45 KM
 OY0948'(6.49 MI) TO THE AZIMUTH MARK FOR BIG BUTTE 2 ON THE LEFT.  CONTINUE
 OY0948'WEST ON THE DIRT ROAD FOR 0.72 KM (0.45 MI) TO A CATTLE GUARD AND A
 OY0948'SIDE ROAD ON THE LEFT.  CONTINUE WESTERLY ON THE DIRT ROAD ALONG THE
 OY0948'SOUTHERN SIDE OF THE BUTTE FOR 5.1 KM (3.17 MI) TO A FORK AND SIGN
 OY0948'--BIG BUTTE LOOKOUT--.  TAKE THE RIGHT FORK AND GO NORTH ON THE DIRT
 OY0948'ROAD FOR 5.6 KM (3.48 MI) TO A CATTLE GUARD.  CONTINUE NORTH AND
 OY0948'NORTHEAST ON THE DIRT ROAD FOR 0.4 KM (0.25 MI) TO A 4-WAY
 OY0948'INTERSECTION.  TURN RIGHT AND GO SOUTHEAST ON A TRACK ROAD TO BIG
 OY0948'BUTTE LOOKOUT 5 FOR 2.1 KM (1.30 MI) TO A GATE.  CONTINUE SOUTHEAST
 OY0948'ON THE TRACK ROAD FOR 5.8 KM (3.60 MI) TO THE TOP OF THE BUTTE AND
 OY0948'THE LOOKOUT HOUSE.  PROCEED AROUND THE NORTH SIDE OF THE LOOKOUT ON A
 OY0948'NARROW TRACK ROAD FOR 0.08 KM (0.05 MI) TO THE MARK ON THE LEFT AT
 OY0948'THE TOP OF A ROCKY BANK.
 OY0948'THE STATION MARK IS SET 4.8 M (15.75 FT) SOUTHEAST FROM THE CENTER OF
 OY0948'THE ROAD, 4.64 NORTH-NORTHEAST FROM RM 1, IN A BOULDER PROJECTING 7
 OY0948'CM ABOVE THE GROUND SURFACE AND ABOUT 2 M (6.56 FT) ABOVE THE LEVEL
 OY0948'OF THE ROAD.
 OY0948'NOTE--IF AREA IS WET, TO REACH THE STATION WITH 4-WD WILL BE
 OY0948'DIFFICULT.
 OY0948
 OY0948                          STATION RECOVERY (2005)
 OY0948
 OY0948'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 OY0948'THIS MONUMENT HAS BEEN DAMAGED, THE BASE ROCK REMOVED WITH BRASS
 OY0948'TABLET ATTACHED.
 OY0948'REFERENCE MONUMENT 1 IS IN GOOD CONDITION.
 OY0948' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0947 ***********************************************************************
 OY0947  DESIGNATION -  BIG BUTTE CAIRN
 OY0947  PID         -  OY0947
 OY0947  STATE/COUNTY-  ID/BUTTE
 OY0947  USGS QUAD   -  BIG SOUTHERN BUTTE (1972)
 OY0947
 OY0947                         *CURRENT SURVEY CONTROL
 OY0947  ___________________________________________________________________
 OY0947* NAD 83(1992)-  43 23 45.88987(N)    113 01 21.22729(W)     ADJUSTED  
 OY0947* NAVD 88     -      2310.4    (meters)    7580.     (feet)  VERTCON   
 OY0947  ___________________________________________________________________
 OY0947  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 OY0947  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 OY0947
 OY0947  HORZ ORDER  -  SECOND
 OY0947
 OY0947.The horizontal coordinates were established by classical geodetic methods
 OY0947.and adjusted by the National Geodetic Survey in July 1992..
 OY0947
 OY0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0947
 OY0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0947
 OY0947.The geoid height was determined by GEOID03.
 OY0947
 OY0947;                    North         East     Units Scale Factor Converg.
 OY0947;SPC ID C     -   192,563.499   579,183.351   MT  1.00002447   +0 40 17.7
 OY0947;SPC ID E     -   192,455.262   130,662.829   MT  1.00000649   -0 35 17.0
 OY0947;UTM  12      - 4,806,787.053   336,205.113   MT  0.99993003   -1 23 23.6
 OY0947
 OY0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0947!SPC ID C     -   0.99963975  x   1.00002447  =   0.99966421
 OY0947!SPC ID E     -   0.99963975  x   1.00000649  =   0.99964624
 OY0947!UTM  12      -   0.99963975  x   0.99993003  =   0.99956981
 OY0947
 OY0947                          SUPERSEDED SURVEY CONTROL
 OY0947
 OY0947  NAD 83(1986)-  43 23 45.88097(N)    113 01 21.21130(W) AD(       ) 2
 OY0947  NAD 27      -  43 23 46.21500(N)    113 01 18.19900(W) AD(       ) 2
 OY0947  NGVD 29 (07/19/86) 2309.3    (m)         7576.     (f) VERT ANG       
 OY0947
 OY0947.Superseded values are not recommended for survey control.
 OY0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0947.See file dsdata.txt to determine how the superseded data were derived.
 OY0947
 OY0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP3620506787(NAD 83)
 OY0947_MARKER: 72 = CAIRN
 OY0947
 OY0947  HISTORY     - Date     Condition        Report By
 OY0947  HISTORY     - 1915     FIRST OBSERVED   CGS
 OY0947
 OY0947                          STATION DESCRIPTION
 OY0947
 OY0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 OY0947'STATION BIG BUTTE IS REACHED FROM BLACKFOOT BY GOING NW ON STATE ROUTE
 OY0947'27, 31.6 MILES, OR 10.9 MILES PAST A WATER TANK ON THE LEFT
 OY0947'IN TABER, TO MIDWAY SERVICE STATION (SHELL) ON THE RIGHT
 OY0947'AND CONTINUE ON HIGHWAY FOR 4.75 MILES AND TURN LEFT ONTO
 OY0947'A DIRT CROSS ROAD AT A 2-BY 2-INCH SIGN WITH ONLY FAINT TRACES
 OY0947'OF LETTERS.  THIS POINT IS ALONG A LARGE LEFT CURVE AND THERE
 OY0947'IS A VOLCANIC FORMATION TO LEFT OF HIGHWAY.  GO 2.0 MILES
 OY0947'AND KEEP RIGHT FORK, AND GO 2.2 MILES AND FOLLOW ROAD LEFT,
 OY0947'GO 2.0 MILES AND CROSS TWO RAILROAD TRACKS TO W OF CERRO
 OY0947'GRANDE RAILROAD STATION AND BOARDED UP BUILDINGS.  CONTINUE
 OY0947'0.2 MILE AND TAKE LEFT FORK (S) AT SECTION MARKER IN
 OY0947'ANGLE, GO 0.05 MILE AND KEEP STRAIGHT AT RIGHT FORK,
 OY0947'GO 0.75 MILE TO CROSSROADS AND TURN RIGHT (W), KEEP MAIN
 OY0947'ROAD 1.75 MILES TO A POINT WHERE THE ROAD MAKES EASY LEFT
 OY0947'TURN AT DITCH.  GO 0.45 MILE AND KEEP RIGHT FORK.
 OY0947'FOLLOW MAIN ROAD 1.25 MILE AND TAKE EXTREME LEFT FORK
 OY0947'SE AT LOG CORRAL AND SHACK ABOUT 400 FEET TO THE NW, GO
 OY0947'0.7 MILE AND TURN RIGHT OFF ROAD AND DRIVE ABOUT 0.3
 OY0947'MILE, OR AS FAR AS POSSIBLE, THROUGH SAGE-BRUSH TOWARD THE
 OY0947'DEEP DRAW ON THE N SIDE OF BUTTE.  THIS DRAW IS BRUSHY
 OY0947'AT THE BOTTOM AND WOODED NEAR THE TOP.  FROM FOOT OF DRAW
 OY0947'WALK UP THE STEEP SLOPE OF RIDGE TO LEFT OF DRAW, AND
 OY0947'FOLLOW TO HIGHEST POINT AND STATION BIG BUTTE ON THE S SIDE OF
 OY0947'BUTTE.  A STEEP 1 3/4-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1000 ***********************************************************************
 OY1000  DESIGNATION -  BIG DOME
 OY1000  PID         -  OY1000
 OY1000  STATE/COUNTY-  ID/CUSTER
 OY1000  USGS QUAD   -  BIG BLACK DOME (1991)
 OY1000
 OY1000                         *CURRENT SURVEY CONTROL
 OY1000  ___________________________________________________________________
 OY1000* NAD 83(1992)-  43 49 20.86955(N)    113 58 47.98934(W)     ADJUSTED  
 OY1000* NAVD 88     -      3461.9    (meters)   11358.     (feet)  VERTCON   
 OY1000  ___________________________________________________________________
 OY1000  LAPLACE CORR-          -6.96  (seconds)                    DEFLEC99
 OY1000  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 OY1000
 OY1000  HORZ ORDER  -  THIRD
 OY1000
 OY1000.The horizontal coordinates were established by classical geodetic methods
 OY1000.and adjusted by the National Geodetic Survey in July 1992..
 OY1000
 OY1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY1000
 OY1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY1000
 OY1000.The geoid height was determined by GEOID03.
 OY1000
 OY1000;                    North         East     Units Scale Factor Converg.
 OY1000;SPC ID C     -   239,470.288   501,609.053   MT  0.99994740   +0 00 49.9
 OY1000;UTM  12      - 4,856,471.639   260,365.523   MT  1.00030636   -2 03 51.9
 OY1000;UTM  11      - 4,856,588.386   742,851.651   MT  1.00032546   +2 05 31.7
 OY1000
 OY1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY1000!SPC ID C     -   0.99945924  x   0.99994740  =   0.99940666
 OY1000!UTM  12      -   0.99945924  x   1.00030636  =   0.99976543
 OY1000!UTM  11      -   0.99945924  x   1.00032546  =   0.99978452
 OY1000
 OY1000:                Primary Azimuth Mark                     Grid Az
 OY1000:SPC ID C     -  STARHOPE                                 068 27 59.6
 OY1000:UTM  12      -  STARHOPE                                 070 32 41.4
 OY1000:UTM  11      -  STARHOPE                                 066 23 17.8
 OY1000
 OY1000|---------------------------------------------------------------------|
 OY1000| PID    Reference Object                     Distance      Geod. Az  |
 OY1000|                                                           dddmmss.s |
 OY1000| OY0999 STARHOPE                            APPROX. 6.9 KM 0682849.5 |
 OY1000|---------------------------------------------------------------------|
 OY1000
 OY1000                          SUPERSEDED SURVEY CONTROL
 OY1000
 OY1000  NAD 83(1986)-  43 49 20.86695(N)    113 58 47.98307(W) AD(       ) 3
 OY1000  NAD 27      -  43 49 21.19534(N)    113 58 44.80687(W) AD(       ) 3
 OY1000  NGVD 29 (07/19/86) 3460.4    (m)        11353.     (f) VERT ANG       
 OY1000
 OY1000.Superseded values are not recommended for survey control.
 OY1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1000.See file dsdata.txt to determine how the superseded data were derived.
 OY1000
 OY1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP6036656472(NAD 83)
 OY1000_MARKER: DD = SURVEY DISK
 OY1000_SETTING: 80 = SET IN A BOULDER
 OY1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1000+STABILITY: SURFACE MOTION
 OY1000
 OY1000  HISTORY     - Date     Condition        Report By
 OY1000  HISTORY     - 1959     MONUMENTED       USGS
 OY1000
 OY1000                          STATION DESCRIPTION
 OY1000
 OY1000'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OY1000'LOCATED ABOUT 7.9 MI NW. OF COPPER BASIN GUARD STATION, ABOUT 7.7
 OY1000'MI SSW. OF PORPHYRY PEAK, 3.9 MI NE. OF STANDHOPE PEAK.  ON VERY
 OY1000'PROMINENT ROUND TOP KNOWN LOCALLY AS BIG BLACK DOME.
 OY1000'
 OY1000'TO REACH FROM COPPER BASIN GUARD STATION, DRIVE 0.05 MI. TO Y-RD.
 OY1000'FORK.  TURN RIGHT ON RD. 0.2 MI TO Y-RD. FORK.  TAKE RIGHT FORK
 OY1000'FOLLOWING MAIN-TRAVELED RD. 1.3 MI TO T-RD., CONTINUE STRAIGHT
 OY1000'FOLLOWING MAIN-TRAVELED RD. 2.3 MI TO RAMEY CREEK TIMBER SPUR
 OY1000'RD.  TURN RIGHT 0.5 MI TO REVERSE Y-RD. FORK, GO STRAIGHT 1.0 MI
 OY1000'TO END OF TRUCK TRAVEL.  FOLLOW TRAIL TO TOP OF RIDGE AND STATION.
 OY1000'A 3-HR. HORSE PACK.  WITH CARE HORSES CAN BE TAKEN TO STATION.
 OY1000'
 OY1000'STATION MARK--STANDARD TABLET STAMPED---BIG DOME 1959---, CEMENTED
 OY1000'IN BOULDER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0684 ***********************************************************************
 OX0684  DESIGNATION -  BIG ELK
 OX0684  PID         -  OX0684
 OX0684  STATE/COUNTY-  ID/BONNEVILLE
 OX0684  USGS QUAD   -  BIG ELK MTN (1966)
 OX0684
 OX0684                         *CURRENT SURVEY CONTROL
 OX0684  ___________________________________________________________________
 OX0684* NAD 83(1992)-  43 14 09.08415(N)    111 16 29.84554(W)     ADJUSTED  
 OX0684* NAVD 88     -      2889.6    (meters)    9480.     (feet)  VERTCON   
 OX0684  ___________________________________________________________________
 OX0684  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 OX0684  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 OX0684
 OX0684  HORZ ORDER  -  THIRD
 OX0684
 OX0684.The horizontal coordinates were established by classical geodetic methods
 OX0684.and adjusted by the National Geodetic Survey in July 1992..
 OX0684
 OX0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0684
 OX0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0684
 OX0684.The geoid height was determined by GEOID03.
 OX0684
 OX0684;                    North         East     Units Scale Factor Converg.
 OX0684;SPC ID E     -   174,685.781   272,428.505   MT  1.00001188   +0 36 39.1
 OX0684;UTM  12      - 4,787,043.519   477,674.607   MT  0.99960613   -0 11 18.1
 OX0684
 OX0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0684!SPC ID E     -   0.99954870  x   1.00001188  =   0.99956057
 OX0684!UTM  12      -   0.99954870  x   0.99960613  =   0.99915501
 OX0684
 OX0684:                Primary Azimuth Mark                     Grid Az
 OX0684:SPC ID E     -  POKER PEAK                               082 39 31.7
 OX0684:UTM  12      -  POKER PEAK                               083 27 28.9
 OX0684
 OX0684|---------------------------------------------------------------------|
 OX0684| PID    Reference Object                     Distance      Geod. Az  |
 OX0684|                                                           dddmmss.s |
 OX0684| OX0683 POKER PEAK                          APPROX. 6.7 KM 0831610.8 |
 OX0684|---------------------------------------------------------------------|
 OX0684
 OX0684                          SUPERSEDED SURVEY CONTROL
 OX0684
 OX0684  NAD 83(1986)-  43 14 09.07533(N)    111 16 29.83455(W) AD(       ) 3
 OX0684  NAD 27      -  43 14 09.36988(N)    111 16 27.03133(W) AD(       ) 3
 OX0684  NGVD 29 (07/19/86) 2888.3    (m)         9476.     (f) VERT ANG       
 OX0684
 OX0684.Superseded values are not recommended for survey control.
 OX0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0684.See file dsdata.txt to determine how the superseded data were derived.
 OX0684
 OX0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN7767587044(NAD 83)
 OX0684_MARKER: DD = SURVEY DISK
 OX0684_SETTING: 66 = SET IN ROCK OUTCROP
 OX0684_SP_SET: SET IN ROCK OUTCROP
 OX0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0684+STABILITY: POSITION/ELEVATION WELL
 OX0684
 OX0684  HISTORY     - Date     Condition        Report By
 OX0684  HISTORY     - 1966     MONUMENTED       USGS
 OX0684
 OX0684                          STATION DESCRIPTION
 OX0684
 OX0684'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0684'LOCATED ABOUT 12 MI. (AIRLINE) S. OF PALISADES, 15 MI. SE. OF SWAN
 OX0684'VALLEY.
 OX0684'
 OX0684'REACHED BY HELICOPTER.
 OX0684'
 OX0684'STATION MARK--A STANDARD TABLET STAMPED ---USGS 1966--- SET IN ROCK
 OX0684'FLUSH WITH GROUND.
 OX0684'
 OX0684'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET SET IN ROCK,
 OX0684'17.78 FT. FROM STATION MARK, N 60 DEG 18 MIN E.
 OX0684'
 OX0684'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET SET IN ROCK,
 OX0684'98.70 FT. FROM STATION MARK, S 57 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1164 ***********************************************************************
 NV1164  DESIGNATION -  BIG FLAT
 NV1164  PID         -  NV1164
 NV1164  STATE/COUNTY-  ID/OWYHEE
 NV1164  USGS QUAD   -  MURPHY HOT SPRINGS (1979)
 NV1164
 NV1164                         *CURRENT SURVEY CONTROL
 NV1164  ___________________________________________________________________
 NV1164* NAD 83(1994)-  42 03 32.97997(N)    115 16 36.32569(W)     ADJUSTED  
 NV1164* NAVD 88     -      1795.9    (meters)    5892.     (feet)  VERTCON   
 NV1164  ___________________________________________________________________
 NV1164  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 NV1164  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 NV1164
 NV1164  HORZ ORDER  -  FIRST
 NV1164
 NV1164.The horizontal coordinates were established by classical geodetic methods
 NV1164.and adjusted by the National Geodetic Survey in June 1998..
 NV1164
 NV1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1164
 NV1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1164
 NV1164.The geoid height was determined by GEOID03.
 NV1164
 NV1164;                    North         East     Units Scale Factor Converg.
 NV1164;SPC ID W     -    43,700.062   839,169.628   MT  0.99995221   +0 19 01.3
 NV1164;SPC NV E     - 8,811,314.143   225,374.005   MT  0.99990792   +0 12 19.4
 NV1164;SPC NV E     -28,908,453.15    739,414.55   sFT  0.99990792   +0 12 19.4
 NV1164;UTM  11      - 4,657,781.478   642,584.850   MT  0.99985016   +1 09 16.5
 NV1164
 NV1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1164!SPC ID W     -   0.99972092  x   0.99995221  =   0.99967314
 NV1164!SPC NV E     -   0.99972092  x   0.99990792  =   0.99962886
 NV1164!UTM  11      -   0.99972092  x   0.99985016  =   0.99957112
 NV1164
 NV1164:                Primary Azimuth Mark                     Grid Az
 NV1164:SPC ID W     -  BIG FLAT AZ MK                           037 47 15.0
 NV1164:SPC NV E     -  BIG FLAT AZ MK                           037 53 56.9
 NV1164:UTM  11      -  BIG FLAT AZ MK                           036 56 59.8
 NV1164
 NV1164|---------------------------------------------------------------------|
 NV1164| PID    Reference Object                     Distance      Geod. Az  |
 NV1164|                                                           dddmmss.s |
 NV1164| CD4268 BIG FLAT AZ MK                                     0380616.3 |
 NV1164| CD4269 BIG FLAT RM 1                         7.134 METERS 06741     |
 NV1164| CD4270 BIG FLAT RM 2                         4.874 METERS 30927     |
 NV1164|---------------------------------------------------------------------|
 NV1164
 NV1164                          SUPERSEDED SURVEY CONTROL
 NV1164
 NV1164  NAD 83(1992)-  42 03 32.97635(N)    115 16 36.31835(W) AD(       ) 1
 NV1164  NAD 83(1986)-  42 03 32.97650(N)    115 16 36.31804(W) AD(       ) 1
 NV1164  NAD 27      -  42 03 33.31181(N)    115 16 33.08896(W) AD(       ) 1
 NV1164  NGVD 29 (07/19/86) 1794.7    (m)         5888.     (f) VERT ANG       
 NV1164
 NV1164.Superseded values are not recommended for survey control.
 NV1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1164.See file dsdata.txt to determine how the superseded data were derived.
 NV1164
 NV1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG4258557781(NAD 83)
 NV1164_MARKER: DS = TRIANGULATION STATION DISK
 NV1164_SETTING: 66 = SET IN ROCK OUTCROP
 NV1164_PROJECTION: FLUSH
 NV1164_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1164+STABILITY: POSITION/ELEVATION WELL
 NV1164
 NV1164  HISTORY     - Date     Condition        Report By
 NV1164  HISTORY     - 1947     MONUMENTED       CGS
 NV1164  HISTORY     - 1956     SEE DESCRIPTION  CGS
 NV1164  HISTORY     - 1968     SEE DESCRIPTION  USGS
 NV1164  HISTORY     - 1974     GOOD             USGS
 NV1164  HISTORY     - 1982     GOOD             NGS
 NV1164
 NV1164                          STATION DESCRIPTION
 NV1164
 NV1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1164'THE STATION IS 38 MILES, AIRLINE, WEST-SOUTHWEST OF ROGERSON,
 NV1164'IDAHO, 34-1/4 MILES, AIRLINE, NORTHWEST OF CONTACT, NEVADA,
 NV1164'AND 4 MILES, AIRLINE, NORTH OF THE NEVADA-IDAHO BOUNDARY LINE.
 NV1164'IT IS ON THE HIGHEST POINT OF A LOW SAGE-COVERED RISE WHICH
 NV1164'IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 NV1164'
 NV1164'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 NV1164'IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND
 NV1164'IS SURROUNDED BY OUTCROPPING BEDROCK PROJECTIONS WHICH ARE
 NV1164'SLIGHTLY HIGHER.  IT IS STAMPED BIG FLAT 1947.
 NV1164'
 NV1164'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 NV1164'HOLE IN A 1-1/2 FT X 2-1/4 FT BOULDER WHICH PROJECTS 6 INCHES AND
 NV1164'IS 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.  IT IS
 NV1164'STAMPED BIG FLAT NO 1 1947.
 NV1164'
 NV1164'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 NV1164'HOLE IN A MASS OF OUTCROPPING BEDROCK WHICH IS 4 FT X 5 FT
 NV1164'AND PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 NV1164'STAMPED BIG FLAT NO 2 1947.
 NV1164'
 NV1164'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 NV1164'IN A 2 FT X 4 FT BOULDER WHICH PROJECTS 4 INCHES ABOVE THE
 NV1164'SURFACE OF THE GROUND.  IT IS 20 FEET WEST AND 5 FEET LOWER
 NV1164'FROM THE HIGHEST POINT OF A SMALL RISE.  IT IS STAMPED BIG FLAT
 NV1164'1947.
 NV1164'
 NV1164'TO REACH FROM THREE CREEKS, IDAHO GO WEST ON THE JARBIDGE
 NV1164'ROAD FOR 7.6 MILES TO THE TOP OF A GRADE.  TURN LEFT ACROSS
 NV1164'COUNTRY AND GO 0.5 MILE TO THE SUMMIT OF A DENSELY SAGE-COVERED
 NV1164'RISE AND THE STATION.  A DRIVE STATION.
 NV1164
 NV1164                          STATION RECOVERY (1956)
 NV1164
 NV1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NV1164'THE MARKS AT THIS STATION WERE RECOVERED AND FOUND TO BE IN
 NV1164'GOOD CONDITION.
 NV1164'
 NV1164'THE STATION WAS NOT USED AT THIS TIME HENCE NO OBSERVATIONS
 NV1164'WERE TAKEN.
 NV1164
 NV1164                          STATION RECOVERY (1968)
 NV1164
 NV1164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JJW)
 NV1164'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 NV1164'421152 STATION 1003.
 NV1164'
 NV1164'ALL MARKS FOUND IN GOOD CONDITION EXCEPT R.M. NO 1.
 NV1164'
 NV1164'REFERENCE MARK NO. 1 WAS FOUND IN A LOOSE BOULDER, DISTANCE
 NV1164'AND AZIMUTH WERE MEASURED AND FOUND TO CHECK.
 NV1164
 NV1164                          STATION RECOVERY (1974)
 NV1164
 NV1164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV1164'DESCRIPTION AND POSITION LISTED IN NGS QUAD 42115-2, STATION 1003. ALL
 NV1164'MARKS IN GOOD CONDITION.
 NV1164'STATION MARK A STANDARD DISK---STAMPED---BIG FLAT 1947---, CEMENTED IN
 NV1164'A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 NV1164'AND IS SURROUNDED BY OUTCROPPING BEDROCK PROJECTIONS WHICH ARE
 NV1164'SLIGHTLY HIGHER.
 NV1164
 NV1164                          STATION RECOVERY (1982)
 NV1164
 NV1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 NV1164'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK 2  WERE
 NV1164'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS SET IN A
 NV1164'BOULDER WHICH IS NOW LOOSE ON TOP OF THE GROUND.  THE DIRECTION
 NV1164'BETWEEN THE REFERENCE MARKS DID COMPARE TO THE 1947 DATA.  THE
 NV1164'DISTANCE TO REFERENCE MARK 1 WAS NOTED TO BE SHORTER BY
 NV1164'0.004 METER AND THE DISTANCE TO REFERENCE MARK 2 WAS NOTED TO BE
 NV1164'LONGER BY 0.004 METER.
 NV1164'
 NV1164'THE STATION IS LOCATED ABOUT 62.8 KM (39 MI)
 NV1164'WEST-SOUTHWEST OF ROGERSON, 6.4 KM (4 MI) NORTH OF THE
 NV1164'NEVADA STATE LINE, IN THE SW 1/4 SEC 3, T16S, R10E, AND ON A
 NV1164'SAGE COVERED HILL.
 NV1164'
 NV1164'TO REACH THE STATION FROM THE VILLAGE OF ROGERSON, ABOUT 25.7 KM
 NV1164'(16 MI) NORTH OF THE NEVADA-IDAHO STATE LINE.  GO
 NV1164'WESTERLY ON JARBIDGE ROAD FOR 12.7 KM (7.9 MI) TO THE CENTER OF
 NV1164'THE SALMON FALLS DAM.  CONTINUE AHEAD FOR 29.9 KM (18.6 MI) TO
 NV1164'DEVIL CREEK RANCH, BUILDINGS ON BOTH SIDES OF THE ROAD AND A SIGN
 NV1164'DEVIL CREEK RANCH.  CONTINUE AHEAD FOR 15.4 KM (9.6 MI) TO
 NV1164'THE THREE CREEK SCHOOL ON THE LEFT.  CONTINUE AHEAD FOR 6.1 KM
 NV1164'(3.8 MI) TO A DIRT ROAD RIGHT AND A SIGN, BRUNEAU 71.  CONTINUE
 NV1164'AHEAD FOR 3.0 KM (1.85 MI) TO A WIRE GATE ON THE LEFT.  TURN
 NV1164'LEFT, PASS THROUGH GATE, AND GO SOUTHEAST AND UPHILL FOLLOWING
 NV1164'A TRACK ROAD FOR 0.5 KM (0.3 MI) TO A SADDLE AND END
 NV1164'OF THE TRACK ROAD.  (TO REACH THE AZIMUTH MARK TURN LEFT AND GO
 NV1164'NORTHEAST UPHILL AND CROSS COUNTRY FOR 0.24 KM (0.15 MI) TO
 NV1164'HIGH GROUND AND THE AZIMUTH MARK.)  TURN RIGHT AND GO SOUTHERLY
 NV1164'CROSS COUNTRY AND UPHILL FOR 0.24 KM (0.15 MI) TO HIGH GROUND
 NV1164'AND THE STATION MARK.
 NV1164'
 NV1164'THE STATION IS A STANDARD CGS DISK
 NV1164'STAMPED---BIG FLAT 1947---,
 NV1164'SET INTO A ROCK OUTCROP.
 NV1164'NOTHING SUITABLE TO LOCAL TO.
 NV1164'
 NV1164'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 NV1164'STAMPED---BIG FLAT NO 1 1947---,
 NV1164'SET INTO THE TOP OF A BOULDER OF 0.75 METER.
 NV1164'LARGEST DIMENSION.
 NV1164'NOTHING SUITABLE TO LOCAL TO.
 NV1164'MARK IS BELOW STATION 0.3 METERS.
 NV1164'
 NV1164'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 NV1164'STAMPED---BIG FLAT NO 2 1947---,
 NV1164'SET INTO A ROCK OUTCROP.
 NV1164'NOTHING SUITABLE TO LOCAL TO.
 NV1164'MARK IS BELOW STATION 0.2 METERS.
 NV1164'
 NV1164'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 NV1164'STAMPED---BIG FLAT 1947---,
 NV1164'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 NV1164'0.45 METER (1.5 FT) SOUTH FROM A 4 X 4 INCH WOODEN WITNESS POST.
 NV1164'
 NV1164'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0960 ***********************************************************************
 RY0960  DESIGNATION -  BIG HILL ET
 RY0960  PID         -  RY0960
 RY0960  STATE/COUNTY-  ID/IDAHO
 RY0960  USGS QUAD   -  SYRINGA (1994)
 RY0960
 RY0960                         *CURRENT SURVEY CONTROL
 RY0960  ___________________________________________________________________
 RY0960* NAD 83(1992)-  46 09 28.53891(N)    115 37 56.94717(W)     ADJUSTED  
 RY0960* NAVD 88     -      1240.7    (meters)    4071.     (feet)  VERTCON   
 RY0960  ___________________________________________________________________
 RY0960  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 RY0960  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 RY0960
 RY0960  HORZ ORDER  -  THIRD
 RY0960
 RY0960.The horizontal coordinates were established by classical geodetic methods
 RY0960.and adjusted by the National Geodetic Survey in July 1992..
 RY0960
 RY0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0960
 RY0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0960
 RY0960.The geoid height was determined by GEOID03.
 RY0960
 RY0960;                    North         East     Units Scale Factor Converg.
 RY0960;SPC ID W     -   498,999.932   809,076.536   MT  0.99993435   +0 05 05.1
 RY0960;UTM  11      - 5,112,503.470   605,587.770   MT  0.99973705   +0 59 11.1
 RY0960
 RY0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0960!SPC ID W     -   0.99980809  x   0.99993435  =   0.99974245
 RY0960!UTM  11      -   0.99980809  x   0.99973705  =   0.99954519
 RY0960
 RY0960:                Primary Azimuth Mark                     Grid Az
 RY0960:SPC ID W     -  LOOKOUT BUTTE                            189 24 58.2
 RY0960:UTM  11      -  LOOKOUT BUTTE                            188 30 52.2
 RY0960
 RY0960|---------------------------------------------------------------------|
 RY0960| PID    Reference Object                     Distance      Geod. Az  |
 RY0960|                                                           dddmmss.s |
 RY0960| RY0959 LOOKOUT BUTTE                       APPROX.12.6 KM 1893003.3 |
 RY0960| CH6441 BIG HILL ET RM 1                      6.681 METERS 24545     |
 RY0960| CH6442 BIG HILL ET RM 2                      6.730 METERS 33610     |
 RY0960|---------------------------------------------------------------------|
 RY0960
 RY0960                          SUPERSEDED SURVEY CONTROL
 RY0960
 RY0960  NAD 83(1986)-  46 09 28.54330(N)    115 37 56.94599(W) AD(       ) 3
 RY0960  NAD 27      -  46 09 28.88148(N)    115 37 53.43009(W) AD(       ) 3
 RY0960  NGVD 29 (07/19/86) 1239.6    (m)         4067.     (f) VERT ANG       
 RY0960
 RY0960.Superseded values are not recommended for survey control.
 RY0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0960.See file dsdata.txt to determine how the superseded data were derived.
 RY0960
 RY0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM0558812503(NAD 83)
 RY0960_MARKER: DD = SURVEY DISK
 RY0960_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RY0960_SP_SET: OBJECT IMBEDDED IN GROUND
 RY0960
 RY0960  HISTORY     - Date     Condition        Report By
 RY0960  HISTORY     - 1964     MONUMENTED       USGS
 RY0960
 RY0960                          STATION DESCRIPTION
 RY0960
 RY0960'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0960'LOCATED ABOUT 17 MI E. OF KOOSKIA, ABOUT 2 MI NW. OF LOWELL.  ON
 RY0960'END OF RIDGE KNOWN AS BIG HILL.
 RY0960'
 RY0960'TO REACH FROM LOWELL (BRIDGE AT CONFLUENCE OF SELWAY AND LOCHSA
 RY0960'RIVERS), GO 1 MI NE. OF U.S. HWY. 12 TO RD. ON LEFT.  TURN LEFT
 RY0960'AND GO 0.2 MI TO FORK, TAKE LEFT FORK AND FOLLOW RD. 5.4 MI TO
 RY0960'END OF TRUCK TRAVEL AND STATION.
 RY0960'
 RY0960'STATION MARK--STANDARD TABLET STAMPED---BIG HILL ET 1964---,
 RY0960'CEMENTED IN CONCRETE PIER OF OLD LOH.
 RY0960'
 RY0960'RM 1--STANDARD RM TABLET STAMPED---RM 1---, CEMENTED IN OLD
 RY0960'CONCRETE PIER.
 RY0960'
 RY0960'RM 2--STANDARD RM TABLET STAMPED---RM 2---, CEMENTED IN CONCRETE
 RY0960'PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0928 ***********************************************************************
 OY0928  DESIGNATION -  BIG LOST
 OY0928  PID         -  OY0928
 OY0928  STATE/COUNTY-  ID/BUTTE
 OY0928  USGS QUAD   -  ARCO HILLS SE (1972)
 OY0928
 OY0928                         *CURRENT SURVEY CONTROL
 OY0928  ___________________________________________________________________
 OY0928* NAD 83(1992)-  43 32 50.89476(N)    113 01 14.78261(W)     ADJUSTED  
 OY0928* NAVD 88     -      1530.1    (meters)    5020.     (feet)  VERTCON   
 OY0928  ___________________________________________________________________
 OY0928  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 OY0928  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 OY0928
 OY0928  HORZ ORDER  -  FIRST
 OY0928
 OY0928.The horizontal coordinates were established by classical geodetic methods
 OY0928.and adjusted by the National Geodetic Survey in July 1992..
 OY0928
 OY0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0928
 OY0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0928
 OY0928.The geoid height was determined by GEOID03.
 OY0928
 OY0928;                    North         East     Units Scale Factor Converg.
 OY0928;SPC ID C     -   209,384.199   579,130.594   MT  1.00002436   +0 40 28.8
 OY0928;SPC ID E     -   209,272.742   130,980.363   MT  1.00000594   -0 35 18.5
 OY0928;UTM  12      - 4,823,597.132   336,758.246   MT  0.99992779   -1 23 33.1
 OY0928
 OY0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0928!SPC ID C     -   0.99976203  x   1.00002436  =   0.99978639
 OY0928!SPC ID E     -   0.99976203  x   1.00000594  =   0.99976797
 OY0928!UTM  12      -   0.99976203  x   0.99992779  =   0.99968984
 OY0928
 OY0928:                Primary Azimuth Mark                     Grid Az
 OY0928:SPC ID C     -  BIG LOST AZ MK                           006 03 06.5
 OY0928:SPC ID E     -  BIG LOST AZ MK                           007 18 53.8
 OY0928:UTM  12      -  BIG LOST AZ MK                           008 07 08.4
 OY0928
 OY0928|---------------------------------------------------------------------|
 OY0928| PID    Reference Object                     Distance      Geod. Az  |
 OY0928|                                                           dddmmss.s |
 OY0928| CN3979 BIG LOST AZ MK                                     0064335.3 |
 OY0928| CN3980 BIG LOST RM 1                         9.905 METERS 01530     |
 OY0928| OY0929 NATIONAL REACTR SITE EBR 1 MST      APPROX. 4.2 KM 1635516.5 |
 OY0928| OY0949 BIG BUTTE LOOKOUT HOUSE             APPROX.16.8 KM 1802901.5 |
 OY0928| CN3981 BIG LOST RM 2                         9.144 METERS 28538     |
 OY0928|---------------------------------------------------------------------|
 OY0928
 OY0928                          SUPERSEDED SURVEY CONTROL
 OY0928
 OY0928  NAD 83(1986)-  43 32 50.89038(N)    113 01 14.76745(W) AD(       ) 1
 OY0928  NAD 27      -  43 32 51.22710(N)    113 01 11.76840(W) AD(       ) 1
 OY0928  NGVD 29 (07/19/86) 1529.0    (m)         5016.     (f) VERT ANG       
 OY0928
 OY0928.Superseded values are not recommended for survey control.
 OY0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0928.See file dsdata.txt to determine how the superseded data were derived.
 OY0928
 OY0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP3675823597(NAD 83)
 OY0928_MARKER: DD = SURVEY DISK
 OY0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0928
 OY0928  HISTORY     - Date     Condition        Report By
 OY0928  HISTORY     - 1960     MONUMENTED       USE
 OY0928  HISTORY     - 1974     GOOD             NGS
 OY0928
 OY0928                          STATION DESCRIPTION
 OY0928
 OY0928'DESCRIBED BY US ENGINEERS 1960 (OSR)
 OY0928'THE STATION IS ABOUT 15 MILES EAST-SOUTHEAST OF ARCO, 4 MILES
 OY0928'WEST OF THE HEADQUARTERS OF THE NATIONAL REACTOR TESTING
 OY0928'STATION, 1/2 MILE WEST-SOUTHWEST OF A POINT WHERE U.S. HIGHWAYS
 OY0928'20 AND 26 CROSSES THE BIG LOST RIVER, ON THE HIGHEST POINT
 OY0928'OF A ROCK AND SAGE COVERED HILL WHICH IS THE HIGHEST POINT IN
 OY0928'THE IMMEDIATE VICINITY AND IN R 29 E, T 3 N.
 OY0928'
 OY0928'TO REACH THE STATION FROM THE POST OFFICE IN ARCO, GO SOUTHEAST
 OY0928'ON U.S. HIGHWAYS 20 AND 26 FOR 7.4 MILES TO STATE HIGHWAY 22.
 OY0928'CONTINUE SOUTHEAST ON HIGHWAYS 20 AND 26 FOR 8.0 MILES TO
 OY0928'MILEPOST 278.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.3 MILE
 OY0928'TO A DIM SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK.  TURN
 OY0928'RIGHT AND GO SOUTHERLY ON A WINDING TRACK ROAD FOR 0.4 MILE
 OY0928'TO THE HIGHEST POINT AND THE STATION.
 OY0928'
 OY0928'THE STATION MARK IS A BRONZE DISK OF THE CORPS OF ENGINEERS,
 OY0928'DEPARTMENT OF THE ARMY, SET IN THE TOP OF A 7 BY 7 INCH CONCRETE
 OY0928'POST PROJECTING 9 INCHES.  IT IS 9.8 FEET WEST OF A 4 FOOT
 OY0928'HIGH CAIRN.  THE DISK IS STAMPED BIG LOST 1949.
 OY0928'
 OY0928'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG LOST USE NO
 OY0928'1 1960, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP ABOUT 12 BY
 OY0928'14 INCHES IN AREA AND FLUSH WITH THE GROUND.  IT IS 36.5 FEET
 OY0928'NORTH OF THE CAIRN.
 OY0928'
 OY0928'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIG LOST USE
 OY0928'NO 2 1960, CEMENTED IN A 12 BY 18 INCH ROCK OUTCROP PROJECTING
 OY0928'2 INCHES.  IT IS 39.2 FEET WEST OF THE CAIRN.
 OY0928'
 OY0928'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BIG LOST USE 1960,
 OY0928'CEMENTED IN A DRILL HOLE ON THE HIGHEST POINT OF A ROCK KNOLL
 OY0928'ABOUT 15 BY 20 FEET IN AREA, 4 FEET HIGHER THAN THE HIGHWAY
 OY0928'AND 10 FEET HIGHER THAN THE TRACK ROAD.  IT IS 147 FEET EAST
 OY0928'OF THE CENTER OF THE TRACK ROAD AND 121.4 FEET SOUTH OF THE
 OY0928'CENTERLINE OF THE HIGHWAY.  A METAL WITNESS SIGNPOST WAS SET
 OY0928'5.9 FEET EAST OF THE MARK.
 OY0928
 OY0928                          STATION RECOVERY (1974)
 OY0928
 OY0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OY0928'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 1026.
 OY0928'
 OY0928'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OY0928'WAS FOUND IN GOOD CONDITION AS DESCRIBED.  A DIFFERENCE WAS
 OY0928'FOUND IN THE HORIZONTAL ANGLE BETWEEN THE REFERENCE MARKS.
 OY0928'A METAL WITNESS POST WAS PLACED 3 FEET SOUTHEAST OF THE STATION
 OY0928'MARK.
 OY0928'
 OY0928'THE TO REACH IS CORRECT, AND ADEQUATE FOR RECOVERY.
 OY0928'
 OY0928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 OY0928'ESE OF ARCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1820 ***********************************************************************
 RZ1820  DESIGNATION -  BIG PINE
 RZ1820  PID         -  RZ1820
 RZ1820  STATE/COUNTY-  ID/NEZ PERCE
 RZ1820  USGS QUAD   -  FRYE POINT (1968)
 RZ1820
 RZ1820                         *CURRENT SURVEY CONTROL
 RZ1820  ___________________________________________________________________
 RZ1820* NAD 83(1992)-  46 03 19.34482(N)    116 51 12.64457(W)     ADJUSTED  
 RZ1820* NAVD 88     -      1603.3    (meters)    5260.     (feet)  VERTCON   
 RZ1820  ___________________________________________________________________
 RZ1820  LAPLACE CORR-          12.84  (seconds)                    DEFLEC99
 RZ1820  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 RZ1820
 RZ1820  HORZ ORDER  -  SECOND
 RZ1820
 RZ1820.The horizontal coordinates were established by classical geodetic methods
 RZ1820.and adjusted by the National Geodetic Survey in July 1992..
 RZ1820
 RZ1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1820
 RZ1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1820
 RZ1820.The geoid height was determined by GEOID03.
 RZ1820
 RZ1820;                    North         East     Units Scale Factor Converg.
 RZ1820;SPC ID W     -   488,186.869   714,609.482   MT  1.00002294   -0 47 40.5
 RZ1820;SPC WA S     -    86,776.028   782,074.434   MT  0.99995706   +2 38 55.7
 RZ1820;SPC WA S     -   284,697.69  2,565,855.87   sFT  0.99995706   +2 38 55.7
 RZ1820;SPC OR N     -   271,816.893 2,782,095.358   MT  1.00001455   +2 35 09.7
 RZ1820;SPC OR N     -   891,787.71  9,127,609.44   iFT  1.00001455   +2 35 09.7
 RZ1820;UTM  11      - 5,100,210.334   511,331.555   MT  0.99960158   +0 06 19.7
 RZ1820
 RZ1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1820!SPC ID W     -   0.99975138  x   1.00002294  =   0.99977431
 RZ1820!SPC WA S     -   0.99975138  x   0.99995706  =   0.99970845
 RZ1820!SPC OR N     -   0.99975138  x   1.00001455  =   0.99976592
 RZ1820!UTM  11      -   0.99975138  x   0.99960158  =   0.99935306
 RZ1820
 RZ1820:                Primary Azimuth Mark                     Grid Az
 RZ1820:SPC ID W     -  BIG PINE AZ MK                           176 43 55.7
 RZ1820:SPC WA S     -  BIG PINE AZ MK                           173 17 19.5
 RZ1820:SPC OR N     -  BIG PINE AZ MK                           173 21 05.5
 RZ1820:UTM  11      -  BIG PINE AZ MK                           175 49 55.5
 RZ1820
 RZ1820|---------------------------------------------------------------------|
 RZ1820| PID    Reference Object                     Distance      Geod. Az  |
 RZ1820|                                                           dddmmss.s |
 RZ1820| CH6449 BIG PINE AZ MK                                     1755615.2 |
 RZ1820| CH6450 BIG PINE RM 1                         6.826 METERS 22133     |
 RZ1820| CH6451 BIG PINE RM 2                        16.464 METERS 29226     |
 RZ1820|---------------------------------------------------------------------|
 RZ1820
 RZ1820                          SUPERSEDED SURVEY CONTROL
 RZ1820
 RZ1820  NAD 83(1991)-  46 03 19.34472(N)    116 51 12.64470(W) AD(       ) 2
 RZ1820  NAD 83(1986)-  46 03 19.34766(N)    116 51 12.64114(W) AD(       ) 2
 RZ1820  NAD 27      -  46 03 19.79646(N)    116 51 09.11990(W) AD(       ) 2
 RZ1820  NGVD 29 (07/19/86) 1602.1    (m)         5256.     (f) VERT ANG       
 RZ1820
 RZ1820.Superseded values are not recommended for survey control.
 RZ1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1820.See file dsdata.txt to determine how the superseded data were derived.
 RZ1820
 RZ1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM1133200210(NAD 83)
 RZ1820_MARKER: Z = SEE DESCRIPTION
 RZ1820_SETTING: 0 = UNSPECIFIED SETTING
 RZ1820
 RZ1820  HISTORY     - Date     Condition        Report By
 RZ1820  HISTORY     - 1945     MONUMENTED       CGS
 RZ1820
 RZ1820                          STATION DESCRIPTION
 RZ1820
 RZ1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RZ1820'THE STATION IS ON ZAZA POINT, ABOUT 11 MILES S OF WAHA, 5 MILES
 RZ1820'NE OF THE SNAKE RIVER, AT THE MOUTH OF CORRAL CREEK, 6.6 MILES
 RZ1820'NNW OF FRYE POINT JUNCTION, ON A SMALL KNOLL 77 FEET W OF A
 RZ1820'Y-INTERSECTION, AND 28 FEET WSW OF A LARGE PINE TREE WITH A
 RZ1820'TRIANGULAR BLAZE.
 RZ1820'
 RZ1820'THE STATION IS MARKED BY A BRONZE DISK STAMPED BIG PINE 1945
 RZ1820'WELDED TO THE TOP OF A 3-INCH CAST-IRON PIPE PROJECTING 4
 RZ1820'INCHES ABOVE THE GROUND.
 RZ1820'
 RZ1820'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED BIG PINE
 RZ1820'NO 1 1945 AND SET IN A DRILL HOLE IN BEDROCK.  IT IS ABOUT 5 FEET
 RZ1820'LOWER THAN THE STATION.
 RZ1820'
 RZ1820'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED BIG PINE
 RZ1820'NO 2 1945 AND SET IN A DRILL HOLE IN BEDROCK.  IT IS ABOUT 7
 RZ1820'INCHES BELOW THE SURFACE OF THE GROUND AND 4 FEET LOWER THAN
 RZ1820'THE STATION.
 RZ1820'
 RZ1820'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED BIG PINE
 RZ1820'1945 AND SET IN A DRILL HOLE IN A BOULDER PROJECTING 30 INCHES
 RZ1820'ABOVE THE GROUND.  IT IS 45 FEET W OF THE ROAD WHERE THE ROAD
 RZ1820'BENDS LEFT TO THE SE.
 RZ1820'
 RZ1820'TO REACH THE STATION FROM WAHA, GO S ON THE MAIN TRAVELED ROAD
 RZ1820'UPGRADE FOR 1.3 MILES TO ROAD FORKS AND SIGN SOLDERS MEADOW.
 RZ1820'TAKE RIGHT FORK AS PER SIGN AND GO 0.5 MILE TO ROAD FORKS.  TURN
 RZ1820'OFF MAIN TRAVELED ROAD AND TAKE RIGHT FORK UPGRADE.  CONTINUE
 RZ1820'ON MAIN TRAVELED ROAD FOR 4.7 MILES TO T-ROAD INTERSECTION AND
 RZ1820'SIGN DEER CREEK SAWMILL 5.  TURN RIGHT AS PER SIGN AND GO 2.3
 RZ1820'MILES TO ROAD FORKS.  TAKE RIGHT FORK OPPOSITE SIGN DEER
 RZ1820'CREEK SAWMILL 3 AND GO 1.5 MILES TO ROAD INTERSECTION.  TAKE
 RZ1820'RIGHT FORK AND GO 1.6 MILES TO ROAD INTERSECTION.  TAKE RIGHT
 RZ1820'FORK OPPOSITE SIGN COMEGYS AND GO 3.3 MILES TO CORRALS ON
 RZ1820'RIGHT SIDE OF ROAD.  CONTINUE ON ROAD FOR 1.0 MILE TO
 RZ1820'BUILDINGS ON RIGHT SIDE OF ROAD AND FORMER LOCATION OF ZAZA.
 RZ1820'CONTINUE ON ROAD FOR 0.8 MILE TO A Y-INTERSECTION ON ZAZA
 RZ1820'POINT WHERE THE SNAKE RIVER CANYON BREAKS INTO VIEW AND THE
 RZ1820'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0379 ***********************************************************************
 NW0379  DESIGNATION -  BIG POND
 NW0379  PID         -  NW0379
 NW0379  STATE/COUNTY-  ID/OWYHEE
 NW0379  USGS QUAD   -  FOUR CORNERS (1973)
 NW0379
 NW0379                         *CURRENT SURVEY CONTROL
 NW0379  ___________________________________________________________________
 NW0379* NAD 83(1992)-  42 00 45.40021(N)    116 30 29.41370(W)     ADJUSTED  
 NW0379* NAVD 88     -      1632.24   (+/-2cm)    5355.1    (feet)  VERTCON   
 NW0379  ___________________________________________________________________
 NW0379  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 NW0379  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 NW0379
 NW0379  HORZ ORDER  -  SECOND
 NW0379  VERT ORDER  -  THIRD ? (See Below)
 NW0379
 NW0379.The horizontal coordinates were established by classical geodetic methods
 NW0379.and adjusted by the National Geodetic Survey in July 1992..
 NW0379
 NW0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0379.The vertical order pertains to the NGVD 29 superseded value.
 NW0379
 NW0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0379
 NW0379.The geoid height was determined by GEOID03.
 NW0379
 NW0379;                    North         East     Units Scale Factor Converg.
 NW0379;SPC ID W     -    38,699.649   737,201.396   MT  0.99998184   -0 30 26.8
 NW0379;SPC NV E     - 8,806,512.492   123,398.978   MT  0.99997218   -0 37 08.5
 NW0379;SPC NV E     -28,892,699.73    404,851.48   sFT  0.99997218   -0 37 08.5
 NW0379;UTM  11      - 4,651,293.417   540,724.161   MT  0.99962041   +0 19 45.1
 NW0379
 NW0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0379!SPC ID W     -   0.99974679  x   0.99998184  =   0.99972863
 NW0379!SPC NV E     -   0.99974679  x   0.99997218  =   0.99971897
 NW0379!UTM  11      -   0.99974679  x   0.99962041  =   0.99936729
 NW0379
 NW0379:                Primary Azimuth Mark                     Grid Az
 NW0379:SPC ID W     -  BONES                                    069 32 06.7
 NW0379:SPC NV E     -  BONES                                    069 38 48.4
 NW0379:UTM  11      -  BONES                                    068 41 54.8
 NW0379
 NW0379|---------------------------------------------------------------------|
 NW0379| PID    Reference Object                     Distance      Geod. Az  |
 NW0379|                                                           dddmmss.s |
 NW0379| NW0372 BONES                               APPROX.17.0 KM 0690139.9 |
 NW0379| CD4271 BIG POND AZ MK                                     1763226.7 |
 NW0379| MU0471 MILL LINE WINDMILL                  APPROX. 7.9 KM 2580117.2 |
 NW0379| NW0381 MIDDLE WINDMILL                     APPROX.16.8 KM 2855758.8 |
 NW0379| CD4272 BIG POND RM 1                        36.415 METERS 29324     |
 NW0379| NW0382 45 WINDMILL                         APPROX.20.2 KM 3014058.2 |
 NW0379| CD4273 BIG POND RM 2                        34.738 METERS 35846     |
 NW0379|---------------------------------------------------------------------|
 NW0379
 NW0379                          SUPERSEDED SURVEY CONTROL
 NW0379
 NW0379  NAD 83(1986)-  42 00 45.40095(N)    116 30 29.41411(W) AD(       ) 2
 NW0379  NAD 27      -  42 00 45.77600(N)    116 30 26.01100(W) AD(       ) 2
 NW0379  NGVD 29 (11/08/90) 1631.11   (m)         5351.4    (f) LEVELING    3  
 NW0379
 NW0379.Superseded values are not recommended for survey control.
 NW0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0379.See file dsdata.txt to determine how the superseded data were derived.
 NW0379
 NW0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG4072451293(NAD 83)
 NW0379_MARKER: Z = SEE DESCRIPTION
 NW0379_SETTING: 0 = UNSPECIFIED SETTING
 NW0379
 NW0379  HISTORY     - Date     Condition        Report By
 NW0379  HISTORY     - 1956     MONUMENTED       CGS
 NW0379
 NW0379                          STATION DESCRIPTION
 NW0379
 NW0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0379'THE STATION IS LOCATED ABOUT 26.0 MILES (AIR LINE) EAST OF
 NW0379'THE IDAHO-OREGON-NEVADA STATE LINES, 22.0 MILES WEST-NORTHWEST
 NW0379'OF OWYHEE, NEVADA, 1.1 MILE NORTH OF THE IDAHO-NEVADA STATE
 NW0379'LINE, AND 6 FEET NORTHWEST OF A WHITE WITNESS POST.
 NW0379'
 NW0379'TO REACH THE STATION FROM THE MILLINE CABIN AND WINDMILL PASS
 NW0379'THROUGH THE GATE IN THE EAST-WEST FENCE LINE (IDAHO-NEVADA
 NW0379'BOULDARY FENCE LINE).  TURN LEFT, FOLLOWING ALONG THE SOUTH
 NW0379'SIDE OF THE FENCE LINE, AND GO 0.75 MILE TO A CROSSROAD.
 NW0379'TURN RIGHT AND GO 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 NW0379'(EAST) AND GO 3.8 MILES TO A SIDE ROAD RIGHT.  CONTINUE EASTERLY
 NW0379'AND GO 1.1 MILES TO A GATE ON THE LEFT AND THE AZIMUTH MARK AT
 NW0379'THE WEST GATE POST.  TURN LEFT, PASSING THROUGH THE GATE,
 NW0379'AND DRIVE ACROSS COUNTRY (NORTHERLY) FOR 1.1 MILE TO THE
 NW0379'STATION.  THIS IS A DRIVE STATION.
 NW0379'
 NW0379'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 NW0379'BIG POND 1937, IS SET IN A SQUARE CONCRETE POST THAT IS FLUSH
 NW0379'WITH THE GROUND.
 NW0379'
 NW0379'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE MARK STAMPED
 NW0379'1, IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2
 NW0379'INCHES ABOVE THE GROUND.  IT IS ABOUT 18 INCHES LOWER THAN
 NW0379'THE STATION MARK.
 NW0379'
 NW0379'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 NW0379'STAMPED 2, IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 NW0379'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER
 NW0379'THAN THE STATION MARK.
 NW0379'
 NW0379'THE AZIMUTH MARK, A STANDARD DISK STAMPED BIG POND USGS 1956,
 NW0379'IS SECURED TO THE TOP OF A 2-INCH CAST IRON SOIL PIPE THAT
 NW0379'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 3 FEET EAST
 NW0379'OF A WHITE WITNESS POST, 1 FOOT NORTH OF THE IDAHO-NEVADA
 NW0379'BOUNDARY FENCE, AND 1 FOOT NORTHWEST OF THE WEST GATE POST.
 NW0379'
 NW0379'SEE THE DESCRIPTION TO STATION MILL LINE TO OBTAIN THE TO
 NW0379'REACH TO THE MILLINE CABIN AND WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0764 ***********************************************************************
 PZ0764  DESIGNATION -  BIG RESET
 PZ0764  PID         -  PZ0764
 PZ0764  STATE/COUNTY-  ID/LEMHI
 PZ0764  USGS QUAD   -  BIG CREEK PEAK (1989)
 PZ0764
 PZ0764                         *CURRENT SURVEY CONTROL
 PZ0764  ___________________________________________________________________
 PZ0764* NAD 83(1992)-  44 28 18.13248(N)    113 32 34.94928(W)     ADJUSTED  
 PZ0764* NAVD 88     -      3461.1    (meters)   11355.     (feet)  VERTCON   
 PZ0764  ___________________________________________________________________
 PZ0764  LAPLACE CORR-          11.90  (seconds)                    DEFLEC99
 PZ0764  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 PZ0764
 PZ0764  HORZ ORDER  -  THIRD
 PZ0764
 PZ0764.The horizontal coordinates were established by classical geodetic methods
 PZ0764.and adjusted by the National Geodetic Survey in July 1992..
 PZ0764
 PZ0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0764
 PZ0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0764
 PZ0764.The geoid height was determined by GEOID03.
 PZ0764
 PZ0764;                    North         East     Units Scale Factor Converg.
 PZ0764;SPC ID C     -   311,708.211   536,357.379   MT  0.99996362   +0 19 12.5
 PZ0764;UTM  12      - 4,927,411.725   297,734.848   MT  1.00010314   -1 46 55.7
 PZ0764
 PZ0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0764!SPC ID C     -   0.99945936  x   0.99996362  =   0.99942300
 PZ0764!UTM  12      -   0.99945936  x   1.00010314  =   0.99956245
 PZ0764
 PZ0764|---------------------------------------------------------------------|
 PZ0764| PID    Reference Object                     Distance      Geod. Az  |
 PZ0764|                                                           dddmmss.s |
 PZ0764| CN3982 BIG RM CROSS                          4.429 METERS 06500     |
 PZ0764| PZ0734 SHEEPHORN PEAK                      APPROX.11.8 KM 0682811.5 |
 PZ0764|---------------------------------------------------------------------|
 PZ0764
 PZ0764                          SUPERSEDED SURVEY CONTROL
 PZ0764
 PZ0764  NAD 83(1986)-  44 28 18.12844(N)    113 32 34.94565(W) AD(       ) 3
 PZ0764  NAD 27      -  44 28 18.40131(N)    113 32 31.83364(W) AD(       ) 3
 PZ0764  NGVD 29 (07/19/86) 3459.5    (m)        11350.     (f) VERT ANG       
 PZ0764
 PZ0764.Superseded values are not recommended for survey control.
 PZ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0764.See file dsdata.txt to determine how the superseded data were derived.
 PZ0764
 PZ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ9773527412(NAD 83)
 PZ0764_MARKER: DB = BENCH MARK DISK
 PZ0764_SETTING: 80 = SET IN A BOULDER
 PZ0764_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PZ0764
 PZ0764  HISTORY     - Date     Condition        Report By
 PZ0764  HISTORY     - 1915     MONUMENTED       USGS
 PZ0764  HISTORY     - 1932     GOOD             USGS
 PZ0764  HISTORY     - 1956     GOOD             USGS
 PZ0764
 PZ0764                          STATION DESCRIPTION
 PZ0764
 PZ0764'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 PZ0764'STATION MARK--STANDARD BM TABLET, UNSTAMPED, IN ROCK IN PLACE
 PZ0764'UNDER CENTER OF VERY LARGE MONUMENT.
 PZ0764'
 PZ0764'RM 1--CHISELED CROSS ON ROCK IN PLACE NE.
 PZ0764'
 PZ0764'NOTE--STATION CALLED GOLD BERG USGS AT THIS TIME.
 PZ0764
 PZ0764                          STATION RECOVERY (1932)
 PZ0764
 PZ0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1932
 PZ0764'RECOVERED IN GOOD CONDITION.
 PZ0764'INTERSECTED ONLY.  STATION CALLED FLAT IRON USGS AT THIS TIME.
 PZ0764
 PZ0764                          STATION RECOVERY (1956)
 PZ0764
 PZ0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0764'RECOVERED AS DESCRIBED.
 PZ0764'
 PZ0764'LOCATED ABOUT 17 MI SSW. OF LEADORE, 10 MI ESE. OF PATTERSON,
 PZ0764'3 MI NE. OF USFS BIG CREEK CAMP GROUND.  ON HIGHEST POINT OF BIG
 PZ0764'CREEK PEAK.
 PZ0764'TO REACH FROM CENTER OF PATTERSON, DRIVE 4.9 MI S. ON DIRT RD.
 PZ0764'TOWARD GOLDBERG TO FORKS.  TAKE LEFT FORK 2.7 MI TO SIDE RD. LEFT.
 PZ0764'TURN LEFT AS PER SIGN BIG CR. CAMP 3.5 MI TO END OF RD. AND
 PZ0764'USFS CAMPGROUND.  HORSE PACK N. ALONG USFS TRAIL FOLLOWING NORTH
 PZ0764'FORK BIG CREEK ABOUT 5 MI TO FORKS.  TURN RIGHT AS PER SIGN
 PZ0764'PARK FORK ABOUT 2 MI TO UPPER END OF LARGE MEADOW AND TRAIL
 PZ0764'FORKS.  TURN RIGHT (S.) FOLLOWING USFS TRAIL ABOUT 0.7 MI TO ROCKY
 PZ0764'SADDLE (ABOUT 1 MI W. OF YELLOW PEAK).  AT SADDLE LEAVE TRAIL AND
 PZ0764'GO SW. BY SMALL LAKES ABOUT 2 MI TO TIMBERED SADDLE.  TURN LEFT
 PZ0764'(S.) FOLLOWING ABANDONED TRAIL ABOUT 4 MI TO WHERE SLIDES HAVE
 PZ0764'COVERED TRAIL AND END OF HORSE PACK.  BACK PACK (S.) ALONG TRAIL
 PZ0764'TO SADDLE, CONTINUE S. UP STEEP RIDGE ABOUT 1 HOUR TO HIGHEST
 PZ0764'POINT AND STATION.  NEAREST CAMP SITE TO STATION IS AT SMALL
 PZ0764'LAKES MENTIONED ABOVE.
 PZ0764'
 PZ0764'STATION MARK--STANDARD BM TABLET STAMPED---BIG 1956,---CEMENTED IN
 PZ0764'TOP OF LARGE BURIED ROCK.
 PZ0764'
 PZ0764'RM 1--CHISELED CROSS ON TOP OF LARGE BURIED ROCK ENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0934 ***********************************************************************
 RY0934  DESIGNATION -  BIG ROCK
 RY0934  PID         -  RY0934
 RY0934  STATE/COUNTY-  ID/IDAHO
 RY0934  USGS QUAD   -  BIG ROCK MOUNTAIN (1995)
 RY0934
 RY0934                         *CURRENT SURVEY CONTROL
 RY0934  ___________________________________________________________________
 RY0934* NAD 83(1992)-  46 12 23.87765(N)    115 02 24.71182(W)     ADJUSTED  
 RY0934* NAVD 88     -      2164.     (meters)    7100.     (feet)  SCALED    
 RY0934  ___________________________________________________________________
 RY0934  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 RY0934  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 RY0934
 RY0934  HORZ ORDER  -  FIRST
 RY0934
 RY0934.The horizontal coordinates were established by classical geodetic methods
 RY0934.and adjusted by the National Geodetic Survey in July 1992..
 RY0934
 RY0934.The orthometric height was scaled from a topographic map.
 RY0934
 RY0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0934
 RY0934.The geoid height was determined by GEOID03.
 RY0934
 RY0934;                    North         East     Units Scale Factor Converg.
 RY0934;SPC ID W     -   504,651.596   854,774.883   MT  0.99997020   +0 30 44.6
 RY0934;UTM  11      - 5,118,872.995   651,184.941   MT  0.99988098   +1 24 53.8
 RY0934
 RY0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0934!SPC ID W     -   0.99966321  x   0.99997020  =   0.99963342
 RY0934!UTM  11      -   0.99966321  x   0.99988098  =   0.99954423
 RY0934
 RY0934|---------------------------------------------------------------------|
 RY0934| PID    Reference Object                     Distance      Geod. Az  |
 RY0934|                                                           dddmmss.s |
 RY0934| CH6452 BIG ROCK RM 1                         7.416 METERS 00856     |
 RY0934| RY0887 BAILEY LOOKOUT                      APPROX.14.0 KM 0665353.3 |
 RY0934| RY0882 FREEMAN PEAK LOOKOUT                APPROX.20.8 KM 1081731.0 |
 RY0934| QZ0643 GARDNER PEAK LOOKOUT                APPROX.33.8 KM 1410426.6 |
 RY0934| RY0937 CRAGS                               APPROX.13.1 KM 2553744.5 |
 RY0934| RY0933 62 LOOKOUT                           85.801 METERS 26251     |
 RY0934| CH6453 BIG ROCK RM 2                        18.198 METERS 27540     |
 RY0934| RY0925 EAGLE MOUNTAIN                      APPROX.15.8 KM 3375856.4 |
 RY0934|---------------------------------------------------------------------|
 RY0934
 RY0934                          SUPERSEDED SURVEY CONTROL
 RY0934
 RY0934  NAD 83(1986)-  46 12 23.88417(N)    115 02 24.70821(W) AD(       ) 1
 RY0934  NAD 27      -  46 12 24.18100(N)    115 02 21.28800(W) AD(       ) 1
 RY0934
 RY0934.Superseded values are not recommended for survey control.
 RY0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0934.See file dsdata.txt to determine how the superseded data were derived.
 RY0934
 RY0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM5118518873(NAD 83)
 RY0934_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RY0934_SETTING: 66 = SET IN ROCK OUTCROP
 RY0934
 RY0934  HISTORY     - Date     Condition        Report By
 RY0934  HISTORY     - 1935     MONUMENTED       CGS
 RY0934  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RY0934  HISTORY     - 1965     GOOD             USGS
 RY0934
 RY0934                          STATION DESCRIPTION
 RY0934
 RY0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 RY0934'ON PEAK OCCUPIED BY 62 LOOKOUT AND IN APPROXIMATE NORTHEAST
 RY0934'CORNER OF SEC. 14, T. 33 N., R. 11 E. (UNSURVEYED).
 RY0934'
 RY0934'TO REACH FROM POWELL RANGER STATION, TAKE TRAIL 39, WHICH
 RY0934'LEADS OFF OF THE LOLO MOTORWAY IN THE VICINITY OF THE POWELL
 RY0934'RANGER STATION, AND GO DOWN THE LOSHSA RIVER FOR A DISTANCE OF
 RY0934'11.0 MILES, CROSS THE RIVER ON THE JERRY JOHNSON BRIDGE AND
 RY0934'TAKE TRAIL UP CANYON TO SIGN BEAR MTN. LOOKOUT, TURN RIGHT
 RY0934'AND CROSS RIVER, TAKE A STEEP SLOPE AND GO ALONG RIDGE TO TWO
 RY0934'SIGNS BEAR MTN., POWELL RANGER STATION, TURN LEFT AND TAKE
 RY0934'TRAIL SOUTH TO MC CONNEL PASS, TAKE RIGHT FORK AND FOLLOW TRAIL
 RY0934'TO FISH LAKE AND THE RANGER CABIN.  FROM HERE TAKE TRAIL ON
 RY0934'NORTH SIDE OF CABIN AND FOLLOW IT ABOUT 1.5 MILES TO TOP OF
 RY0934'RIDGE AND SADDLE WHERE THERE IS A GROUP OF SIGNS.  FOLLOW
 RY0934'TRAIL MARKED TWO LAKES FOR 10.0 MILES, KEEP ON SAME
 RY0934'TRAIL WHICH IS KNOWN FROM HERE AS 62 TRAIL TO ROHDA CREEK,
 RY0934'HERE TAKE RIGHT FORK AND CROSS CREEK FOLLOWING THE MAIN TRAIL
 RY0934'TO THE TOP OF HILL AND STATION.
 RY0934'
 RY0934'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 RY0934'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2A AND 12A RESPECTIVELY.
 RY0934'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK IN
 RY0934'OUTCROPPING BEDROCK, NOTE 12A.
 RY0934
 RY0934                          STATION RECOVERY (1956)
 RY0934
 RY0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 RY0934'THE LOOKOUT HOUSE WAS OBSERVED FROM A LOW FLYING AIRCRAFT.
 RY0934'IT APPEARS TO BE IN ITS ORIGINAL POSITION.  THE 1935 DESCRIPTION
 RY0934'FOR REACHING THE SITE IS ADEQUATE.
 RY0934
 RY0934                          STATION RECOVERY (1965)
 RY0934
 RY0934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RY0934'TO REACH-- DESCRIPTION ADEQUATE EXCEPT AS
 RY0934'FOLLOWS-- --62 LOOKOUT-- NO LONGER EXISTS.
 RY0934'
 RY0934'STATION REACHED BY HELICOPTER.
 RY0934'
 RY0934'SURFACE MARK IS A STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0792 ***********************************************************************
 QA0792  DESIGNATION -  BIG SOLDIER LOOKOUT
 QA0792  PID         -  QA0792
 QA0792  STATE/COUNTY-  ID/CUSTER
 QA0792  USGS QUAD   -  BIG SOLDIER MOUNTAIN (1990)
 QA0792
 QA0792                         *CURRENT SURVEY CONTROL
 QA0792  ___________________________________________________________________
 QA0792* NAD 83(1992)-  44 34 10.08364(N)    115 15 36.07242(W)     ADJUSTED  
 QA0792* NAVD 88     -      2740.4    (meters)    8991.     (feet)  VERTCON   
 QA0792  ___________________________________________________________________
 QA0792  LAPLACE CORR-           8.09  (seconds)                    DEFLEC99
 QA0792  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 QA0792
 QA0792  HORZ ORDER  -  THIRD
 QA0792
 QA0792.The horizontal coordinates were established by classical geodetic methods
 QA0792.and adjusted by the National Geodetic Survey in July 1992..
 QA0792
 QA0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0792
 QA0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0792
 QA0792.The geoid height was determined by GEOID03.
 QA0792
 QA0792;                    North         East     Units Scale Factor Converg.
 QA0792;SPC ID C     -   323,242.233   399,915.347   MT  1.00007051   -0 53 03.6
 QA0792;SPC ID W     -   322,582.123   838,919.000   MT  0.99995195   +0 20 37.9
 QA0792;UTM  11      - 4,936,597.975   638,160.491   MT  0.99983474   +1 13 16.6
 QA0792
 QA0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0792!SPC ID C     -   0.99957265  x   1.00007051  =   0.99964313
 QA0792!SPC ID W     -   0.99957265  x   0.99995195  =   0.99952462
 QA0792!UTM  11      -   0.99957265  x   0.99983474  =   0.99940746
 QA0792
 QA0792:                Primary Azimuth Mark                     Grid Az
 QA0792:SPC ID C     -  MOOREHEAD                                266 56 34.1
 QA0792:SPC ID W     -  MOOREHEAD                                265 42 52.6
 QA0792:UTM  11      -  MOOREHEAD                                264 50 13.9
 QA0792
 QA0792|---------------------------------------------------------------------|
 QA0792| PID    Reference Object                     Distance      Geod. Az  |
 QA0792|                                                           dddmmss.s |
 QA0792| QA0666 MOOREHEAD                           APPROX. 7.9 KM 2660330.5 |
 QA0792|---------------------------------------------------------------------|
 QA0792
 QA0792                          SUPERSEDED SURVEY CONTROL
 QA0792
 QA0792  NAD 83(1986)-  44 34 10.07250(N)    115 15 36.08046(W) AD(       ) 4
 QA0792  NAD 27      -  44 34 10.40942(N)    115 15 32.69090(W) AD(       ) 3
 QA0792  NGVD 29 (01/23/89) 2739.0    (m)         8986.     (f) VERT ANG       
 QA0792
 QA0792.Superseded values are not recommended for survey control.
 QA0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0792.See file dsdata.txt to determine how the superseded data were derived.
 QA0792
 QA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK3816036598(NAD 83)
 QA0792
 QA0792  HISTORY     - Date     Condition        Report By
 QA0792  HISTORY     - 1938     FIRST OBSERVED   CGS
 QA0792  HISTORY     - 1960     GOOD             USGS
 QA0792
 QA0792                          STATION DESCRIPTION
 QA0792
 QA0792'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QA0792'LOCATED ABOUT 15.0 MI. ESE. OF LANDMARK RANGER STATION AND 13.0 MI.
 QA0792'SSW. OF MIDDLE FORK SALMON RIVER GUARD STATION, ON N. POINT OF A SHARP
 QA0792'RIDGE.
 QA0792'
 QA0792'TO REACH FROM THE MOUTH OF SULPHUR CREEK ON THE MIDDLE FORK OF SALMON
 QA0792'RIVER, DRIVE S. ALONG TRAIL ON THE E. BANK OF MIDDLE FORK OF SALMON
 QA0792'RIVER FOR ABOUT 0.5 MI. TO JUNCTION OF TRAIL E. AND SIGN --BIG
 QA0792'SOLDIER LOOKOUT 4 MILES--, TAKE LEFT FORK AND FOLLOW TRAIL TO LOOKOUT
 QA0792'AND STATION.
 QA0792'
 QA0792'NOTE BY USGS, 1960--STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD
 QA0792'CONDITION, NO MEASUREMENTS WERE TAKEN DUE TO POSITION AND BAD WEATHER,
 QA0792'STATION REACHED BY HELICOPTER.
 QA0792'
 QA0792'STATION MARK AND SIGNAL--CENTER OF L.O.H.
 QA0792'
 QA0792'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 QA0792'---NO 1---, CEMENTED IN LARGE ROCK, 23.27 FT. FROM STATION MARK IN
 QA0792'BEARING N 10 DEG 34 MIN W.
 QA0792'
 QA0792'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 QA0792'---NO 2---, CEMENTED IN LARGE ROCK, 24.25 FT. FROM STATION MARK IN
 QA0792'BEARING N 74 DEG 47 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1143 ***********************************************************************
 PY1143  DESIGNATION -  BIG SPRINGS LOOKOUT TOWER
 PY1143  PID         -  PY1143
 PY1143  STATE/COUNTY-  ID/FREMONT
 PY1143  USGS QUAD   -  REAS PASS (1986)
 PY1143
 PY1143                         *CURRENT SURVEY CONTROL
 PY1143  ___________________________________________________________________
 PY1143* NAD 83(1992)-  44 30 14.56526(N)    111 14 45.87361(W)     ADJUSTED  
 PY1143* NAVD 88     -      2110.2    (meters)    6923.     (feet)  VERTCON   
 PY1143  ___________________________________________________________________
 PY1143  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 PY1143  GEOID HEIGHT-          -9.15  (meters)                     GEOID03
 PY1143
 PY1143  HORZ ORDER  -  THIRD
 PY1143
 PY1143.The horizontal coordinates were established by classical geodetic methods
 PY1143.and adjusted by the National Geodetic Survey in July 1992..
 PY1143
 PY1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1143
 PY1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1143
 PY1143.The geoid height was determined by GEOID03.
 PY1143
 PY1143;                    North         East     Units Scale Factor Converg.
 PY1143;SPC ID E     -   315,612.658   273,205.316   MT  1.00001325   +0 38 43.2
 PY1143;SPC MT       -    29,789.820   461,110.118   MT  1.00033366   -1 16 38.1
 PY1143;SPC MT       -    97,735.63  1,512,828.47   iFT  1.00033366   -1 16 38.1
 PY1143;UTM  12      - 4,927,888.033   480,438.863   MT  0.99960471   -0 10 21.0
 PY1143
 PY1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1143!SPC ID E     -   0.99967067  x   1.00001325  =   0.99968391
 PY1143!SPC MT       -   0.99967067  x   1.00033366  =   1.00000422
 PY1143!UTM  12      -   0.99967067  x   0.99960471  =   0.99927551
 PY1143
 PY1143:                Primary Azimuth Mark                     Grid Az
 PY1143:SPC ID E     -  POONTANG AZ MK                           292 07 10.9
 PY1143:SPC MT       -  POONTANG AZ MK                           294 02 32.2
 PY1143:UTM  12      -  POONTANG AZ MK                           292 56 15.1
 PY1143
 PY1143|---------------------------------------------------------------------|
 PY1143| PID    Reference Object                     Distance      Geod. Az  |
 PY1143|                                                           dddmmss.s |
 PY1143| PY1147 POONTANG AZ MK                      APPROX.17.1 KM 2924554.1 |
 PY1143|---------------------------------------------------------------------|
 PY1143
 PY1143                          SUPERSEDED SURVEY CONTROL
 PY1143
 PY1143  NAD 83(1986)-  44 30 14.59529(N)    111 14 45.85028(W) AD(       ) 3
 PY1143  NAD 27      -  44 30 14.88600(N)    111 14 43.04800(W) AD(       ) 3
 PY1143  NGVD 29 (07/19/86) 2109.0    (m)         6919.     (f) VERT ANG       
 PY1143
 PY1143.Superseded values are not recommended for survey control.
 PY1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1143.See file dsdata.txt to determine how the superseded data were derived.
 PY1143
 PY1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ8043927888(NAD 83)
 PY1143_MARKER: 57 = LOOKOUT TOWER
 PY1143
 PY1143  HISTORY     - Date     Condition        Report By
 PY1143  HISTORY     - 1946     FIRST OBSERVED   CGS
 PY1143  HISTORY     - 1963     GOOD             USGS
 PY1143
 PY1143                          STATION DESCRIPTION
 PY1143
 PY1143'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 PY1143'LOCATED 4.5 MI. (AIRLINE) E. OF MACKS INN, AND 0.75 MI. SE. OF THE
 PY1143'UNION PACIFIC RAILROAD.  STATION IN BIG SPRINGS.
 PY1143'
 PY1143'STATION MARK AND SIGNAL--CENTERLINE OF TOWER AND CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1114 ***********************************************************************
 NV1114  DESIGNATION -  BILLINGER
 NV1114  PID         -  NV1114
 NV1114  STATE/COUNTY-  ID/GOODING
 NV1114  USGS QUAD   -  HAGERMAN (1992)
 NV1114
 NV1114                         *CURRENT SURVEY CONTROL
 NV1114  ___________________________________________________________________
 NV1114* NAD 83(1992)-  42 50 12.23515(N)    114 53 16.08943(W)     ADJUSTED  
 NV1114* NAVD 88     -       968.7    (meters)    3178.     (feet)  VERTCON   
 NV1114  ___________________________________________________________________
 NV1114  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 NV1114  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 NV1114
 NV1114  HORZ ORDER  -  SECOND
 NV1114
 NV1114.The horizontal coordinates were established by classical geodetic methods
 NV1114.and adjusted by the National Geodetic Survey in July 1992..
 NV1114
 NV1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1114
 NV1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1114
 NV1114.The geoid height was determined by GEOID03.
 NV1114
 NV1114;                    North         East     Units Scale Factor Converg.
 NV1114;SPC ID C     -   130,344.225   427,419.932   MT  1.00001215   -0 36 13.2
 NV1114;UTM  11      - 4,744,848.274   672,619.876   MT  0.99996660   +1 26 11.3
 NV1114
 NV1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1114!SPC ID C     -   0.99985053  x   1.00001215  =   0.99986268
 NV1114!UTM  11      -   0.99985053  x   0.99996660  =   0.99981714
 NV1114
 NV1114|---------------------------------------------------------------------|
 NV1114| PID    Reference Object                     Distance      Geod. Az  |
 NV1114|                                                           dddmmss.s |
 NV1114| CD4275 BILLINGER RM 1                        9.700 METERS 20924     |
 NV1114| CD4276 BILLINGER RM 2                       11.137 METERS 29708     |
 NV1114| CD4274 BILLINGER AZ MK                                    3551717.4 |
 NV1114|---------------------------------------------------------------------|
 NV1114
 NV1114                          SUPERSEDED SURVEY CONTROL
 NV1114
 NV1114  NAD 83(1986)-  42 50 12.23341(N)    114 53 16.08781(W) AD(       ) 2
 NV1114  NAD 27      -  42 50 12.58500(N)    114 53 12.88300(W) AD(       ) 2
 NV1114  NGVD 29 (07/19/86)  967.9    (m)         3176.     (f) VERT ANG       
 NV1114
 NV1114.Superseded values are not recommended for survey control.
 NV1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1114.See file dsdata.txt to determine how the superseded data were derived.
 NV1114
 NV1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH7262044848(NAD 83)
 NV1114_MARKER: Z = SEE DESCRIPTION
 NV1114_SETTING: 0 = UNSPECIFIED SETTING
 NV1114_STAMPING: BILLINGER 1945
 NV1114_MARK LOGO: CGS   
 NV1114_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1114+STABILITY: SURFACE MOTION
 NV1114
 NV1114  HISTORY     - Date     Condition        Report By
 NV1114  HISTORY     - 1945     MONUMENTED       CGS
 NV1114  HISTORY     - 19980807 GOOD             IDTD
 NV1114
 NV1114                          STATION DESCRIPTION
 NV1114
 NV1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1114'STATION IS LOCATED ON THE RIM OF THE SNAKE RIVER CANYON, ABOUT
 NV1114'2 MILES NE OF HAGERMAN, 1/2 MILE ENE OF BILLINGER CREEK WHERE
 NV1114'IT CROSSES U.S. HIGHWAY 30, AND 0.2 MILE S OF WHERE THE ROAD
 NV1114'LEADING FROM HAGERMAN TO TUTTLE TOPS THE RIM OF THE CANYON.
 NV1114'IT IS 4.6 METERS N OF A 5-FOOT CAIRN AND 10.7 METERS E OF THE
 NV1114'EDGE OF THE RIM.
 NV1114'
 NV1114'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER ABOUT
 NV1114'18 INCHES IN DIAMETER AND PROJECTING 6 INCHES ABOVE THE
 NV1114'GROUND.  IT IS STAMPED BILLINGER 1945.
 NV1114'
 NV1114'NO UNDERGROUND OR WITNESS MARK WAS SET.
 NV1114'
 NV1114'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 NV1114'FLUSH WITH THE GROUND AND IS STAMPED BILLINGER 1945 NO 1.
 NV1114'IT IS 7 METERS WSW OF A CAIRN, 1-1/2 METERS E OF THE EDGE
 NV1114'OF THE RIM, AND ABOUT 2 FEET LOWER IN ELEVATION THAN STATION
 NV1114'MARK.
 NV1114'
 NV1114'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN AN OUTCROPPING
 NV1114'LEDGE ABOUT 1 FOOT IN HEIGHT AND IS STAMPED BILLINGER 1945
 NV1114'NO 2.  IT IS ABOUT 13 METERS N OF CAIRN, 6 METERS E OF THE EDGE
 NV1114'OF THE RIM, AND 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 NV1114'
 NV1114'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER ABOUT
 NV1114'2-1/2 FEET IN DIAMETER AND PROJECTING ABOUT 8 INCHES ABOVE
 NV1114'GROUND.  IT IS STAMPED BILLINGER 1945.  IT IS 16 METERS S
 NV1114'OF THE CENTER LINE OF THE ROAD LEADING TO TUTTLE WHERE IT
 NV1114'TOPS THE RIM, 15 METERS N OF FENCE LINE, AND 23 METERS E OF THE
 NV1114'EDGE OF THE RIM.
 NV1114'
 NV1114'TO REACH THE STATION FROM THE POST OFFICE IN HAGERMAN, GO N ON
 NV1114'U.S. HIGHWAY 30 FOR 1.6 MILES AND CROSS BILLINGER CREEK.
 NV1114'THEN TURN RIGHT AS PER SIGN TUTTLE AND CONTINUE 0.6 MILE TO TOP
 NV1114'OF RIM AND END OF TRUCK TRAVEL (NEAR THE AZIMUTH MARK).  THEN
 NV1114'CROSS FENCE LINE AND PACK S 0.2 MILE TO POINT OF RIM AND STATION
 NV1114'SITE.
 NV1114
 NV1114                          STATION RECOVERY (1998)
 NV1114
 NV1114'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 NV1114'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1364 ***********************************************************************
 RA1364  DESIGNATION -  BILLY
 RA1364  PID         -  RA1364
 RA1364  STATE/COUNTY-  ID/IDAHO
 RA1364  USGS QUAD   -  BOLES (1963)
 RA1364
 RA1364                         *CURRENT SURVEY CONTROL
 RA1364  ___________________________________________________________________
 RA1364* NAD 83(1992)-  45 58 36.70796(N)    116 36 13.62260(W)     ADJUSTED  
 RA1364* NAVD 88     -      1402.8    (meters)    4602.     (feet)  VERTCON   
 RA1364  ___________________________________________________________________
 RA1364  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 RA1364  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 RA1364
 RA1364  HORZ ORDER  -  SECOND
 RA1364
 RA1364.The horizontal coordinates were established by classical geodetic methods
 RA1364.and adjusted by the National Geodetic Survey in July 1992..
 RA1364
 RA1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1364
 RA1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1364
 RA1364.The geoid height was determined by GEOID03.
 RA1364
 RA1364;                    North         East     Units Scale Factor Converg.
 RA1364;SPC ID W     -   479,223.266   733,840.000   MT  0.99998712   -0 36 50.2
 RA1364;UTM  11      - 5,091,553.164   530,692.694   MT  0.99961158   +0 17 05.7
 RA1364
 RA1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1364!SPC ID W     -   0.99978275  x   0.99998712  =   0.99976988
 RA1364!UTM  11      -   0.99978275  x   0.99961158  =   0.99939442
 RA1364
 RA1364|---------------------------------------------------------------------|
 RA1364| PID    Reference Object                     Distance      Geod. Az  |
 RA1364|                                                           dddmmss.s |
 RA1364| CH6456 BILLY RM 2                            5.810 METERS 11936     |
 RA1364| CH6454 BILLY AZ MK                                        1700203.8 |
 RA1364| CH6455 BILLY RM 1                            4.195 METERS 21852     |
 RA1364|---------------------------------------------------------------------|
 RA1364
 RA1364                          SUPERSEDED SURVEY CONTROL
 RA1364
 RA1364  NAD 83(1991)-  45 58 36.70977(N)    116 36 13.62071(W) AD(       ) 2
 RA1364  NAD 83(1986)-  45 58 36.70978(N)    116 36 13.62069(W) AD(       ) 2
 RA1364  NAD 27      -  45 58 37.15571(N)    116 36 10.09610(W) AD(       ) 2
 RA1364  NGVD 29 (07/19/86) 1401.6    (m)         4598.     (f) VERT ANG       
 RA1364
 RA1364.Superseded values are not recommended for survey control.
 RA1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1364.See file dsdata.txt to determine how the superseded data were derived.
 RA1364
 RA1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL3069391553(NAD 83)
 RA1364_MARKER: Z = SEE DESCRIPTION
 RA1364_SETTING: 0 = UNSPECIFIED SETTING
 RA1364
 RA1364  HISTORY     - Date     Condition        Report By
 RA1364  HISTORY     - 1945     MONUMENTED       CGS
 RA1364
 RA1364                          STATION DESCRIPTION
 RA1364
 RA1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1364'STATION IS LOCATED ON THE HIGHEST POINT OF A BARE PROMINENT RIDGE
 RA1364'THAT DROPS OFF SHARPLY INTO BILLY CREEK ON THE E AND THE SALMON
 RA1364'RIVER ON THE W.  IT IS ABOUT 7 MILES NW OF BOLES POST OFFICE.  THE
 RA1364'RIDGE EXTENDS N AND S WITH THE N END ABOUT 3 MILES S OF THE
 RA1364'EXTREME N POINT OF OX BOW LOOP.
 RA1364'
 RA1364'STATION MARK IS A BRONZE STATION DISK BRAZED TO A 3-INCH CAST-IRON
 RA1364'PIPE.  IT IS STAMPED BILLY 1945 AND PROJECTS 12 INCHES.
 RA1364'
 RA1364'REFERENCE MARK 1 IS WSW OF THE STATION.  IT IS A BRONZE REFERENCE
 RA1364'DISK BRAZED TO A 3-INCH IRON PIPE.  IT IS STAMPED BILLY NO 1 1945
 RA1364'AND PROJECTS 5 INCHES.
 RA1364'
 RA1364'REFERENCE MARK 2 IS SE OF THE STATION AND ABOUT 1 FOOT LOWER.  IT
 RA1364'IS A BRONZE REFERENCE DISK BRAZED TO A 3-INCH IRON PIPE.  IT IS
 RA1364'STAMPED BILLY NO 2 1945 AND PROJECTS 8 INCHES.
 RA1364'
 RA1364'AZIMUTH MARK IS S OF THE STATION, ON THE CREST OF THE RIDGE,
 RA1364'ABOUT 100 YARDS S OF A GROVE OF TREES WHERE THE RIDGE DROPS OFF
 RA1364'INTO A LOW SADDLE.  IT IS A BRONZE AZIMUTH DISK SET IN A DRILL
 RA1364'HOLE IN OUTCROPPING BEDROCK.
 RA1364'
 RA1364'TO REACH THE STATION FROM THE SHELL SERVICE STATION IN COTTONWOOD,
 RA1364'GO S ON A GRAVEL ROAD 0.1 MILE, TURN LEFT 0.1 MILE TO THE SHELL
 RA1364'BULK PLANT, TURN RIGHT AND CONTINUE MAIN TRAVELED ROAD 11.7 MILES
 RA1364'TO A FORK, TAKE RIGHT FORK AND CONTINUE 1.3 MILES TO SALMON RIVER
 RA1364'BRIDGE.  CONTINUE THE MAIN TRAVELED ROAD UP RICE CREEK 11.8 MILES
 RA1364'TO A T-ROAD AT THE MORROW RANCH, KEEP STRAIGHT AHEAD 3.45 MILES
 RA1364'TO THE BOLES POST OFFICE ON THE LEFT.  FROM HERE CONTINUE W
 RA1364'2.85 MILES TO WHERE THE ROAD TURNS LEFT AT A SMALL SCHOOLHOUSE,
 RA1364'CONTINUE 0.35 MILE TO A FORKS, KEEP RIGHT FORK 0.8 MILE TO A CABIN
 RA1364'SURROUNDED BY A PICKET FENCE, CONTINUE NW 0.85 MILE TO A
 RA1364'CATTLE GUARD AND BOARD GATE.  PASS THROUGH GATE AND FOLLOW DIM
 RA1364'TRACK ROAD 1.0 MILE TO A FORK, KEEP RIGHT FORK 0.4 MILE TO A POLE
 RA1364'GATE, CONTINUE NW 0.55 MILE TO A WIRE GATE, CONTINUE DIM
 RA1364'ROAD AND TRAIL 0.4 MILE TO FOOT OF HILL AND WHERE ROAD TURNS
 RA1364'LEFT.  FROM HERE CONTINUE N ALONG E SLOPE OF HILL, FOLLOWING
 RA1364'A TRAIL, FOR 0.5 MILE TO A TRIANGULAR BLAZE ON A 24-INCH PINE
 RA1364'TREE AND END OF TRUCK TRAVEL.  FROM HERE PACK ALONG A WELL
 RA1364'DEFINED TRAIL ABOUT 0.15 MILE TO THE AZIMUTH MARK ON THE CREST OF
 RA1364'THE RIDGE, CONTINUE TRAIL TO THE HIGHEST POINT OF RIDGE AND THE
 RA1364'STATION.  A 30-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1106 ***********************************************************************
 TO1106  DESIGNATION -  BINARCH
 TO1106  PID         -  TO1106
 TO1106  STATE/COUNTY-  ID/BONNER
 TO1106  USGS QUAD   -  PRIEST LAKE SW (1996)
 TO1106
 TO1106                         *CURRENT SURVEY CONTROL
 TO1106  ___________________________________________________________________
 TO1106* NAD 83(1992)-  48 30 17.36674(N)    116 57 17.91969(W)     ADJUSTED  
 TO1106* NAVD 88     -      1272.2    (meters)    4174.     (feet)  VERTCON   
 TO1106  ___________________________________________________________________
 TO1106  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 TO1106  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 TO1106
 TO1106  HORZ ORDER  -  THIRD
 TO1106
 TO1106.The horizontal coordinates were established by classical geodetic methods
 TO1106.and adjusted by the National Geodetic Survey in July 1992..
 TO1106
 TO1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1106
 TO1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1106
 TO1106.The geoid height was determined by GEOID03.
 TO1106
 TO1106;                    North         East     Units Scale Factor Converg.
 TO1106;SPC ID W     -   760,598.732   710,965.627   MT  1.00003069   -0 54 09.4
 TO1106;UTM  11      - 5,372,412.780   503,325.566   MT  0.99960014   +0 02 01.4
 TO1106
 TO1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1106!SPC ID W     -   0.99980327  x   1.00003069  =   0.99983395
 TO1106!UTM  11      -   0.99980327  x   0.99960014  =   0.99940349
 TO1106
 TO1106:                Primary Azimuth Mark                     Grid Az
 TO1106:SPC ID W     -  SUNDANCE                                 096 45 51.1
 TO1106:UTM  11      -  SUNDANCE                                 095 49 40.3
 TO1106
 TO1106|---------------------------------------------------------------------|
 TO1106| PID    Reference Object                     Distance      Geod. Az  |
 TO1106|                                                           dddmmss.s |
 TO1106| TO1082 SUNDANCE                            APPROX.15.1 KM 0955141.7 |
 TO1106|---------------------------------------------------------------------|
 TO1106
 TO1106                          SUPERSEDED SURVEY CONTROL
 TO1106
 TO1106  NAD 83(1986)-  48 30 17.36851(N)    116 57 17.91876(W) AD(       ) 3
 TO1106  NAD 27      -  48 30 17.62414(N)    116 57 14.18798(W) AD(       ) 3
 TO1106  NGVD 29 (07/19/86) 1271.0    (m)         4170.     (f) VERT ANG       
 TO1106
 TO1106.Superseded values are not recommended for survey control.
 TO1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1106.See file dsdata.txt to determine how the superseded data were derived.
 TO1106
 TO1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP0332672413(NAD 83)
 TO1106
 TO1106  HISTORY     - Date     Condition        Report By
 TO1106  HISTORY     - 1959     MONUMENTED       USFS
 TO1106  HISTORY     - 1967     GOOD             USGS
 TO1106
 TO1106                          STATION DESCRIPTION
 TO1106
 TO1106'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO1106'LOCATED ABOUT 5 MI. WNW. OF COOLIN, ABOUT 4 MI. E. OF THE
 TO1106'WASHINGTON-IDAHO STATE LINE, AND ABOUT 3 MI. WNW. OF OUTLET ON BINARCH
 TO1106'MOUNTAIN, IN SEC. 35, T. 60 N., R. 5 W.
 TO1106'
 TO1106'TO REACH FROM COOLIN, GO S. AND W. ON EAST SHORE RD. FOR 5.5 MI. TO
 TO1106'JUNCTION OF EAST SHORE RD. AND HIGHWAY 57 (WEST BRANCH RD.), TURN
 TO1106'RIGHT (N.) AND GO 1.5 MI. ON HIGHWAY 57 TO RD. FORK AND SIGN --BINARCH
 TO1106'CREEK ROAD--, TURN LEFT ON GRAVEL FORK AND CONTINUE NORTHWESTERLY ON
 TO1106'MAIN-TRAVELED RD. FOR 6.4 MI. TO TOP AND OLD LOOKOUT SIGHT.
 TO1106'
 TO1106'STATION MARK--USFS BRASS CAP STAMPED---BINARCH 1959---, CEMENTED IN
 TO1106'THE TOP OF A CONCRETE LOOKOUT FOUNDATION BLOCK PROJECTING 0.6 FT.
 TO1106'ABOVE GROUND ON THE HIGHEST POINT OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0921 ***********************************************************************
 OY0921  CBN         -  This is a Cooperative Base Network Control Station.
 OY0921  DESIGNATION -  BIRCH
 OY0921  PID         -  OY0921
 OY0921  STATE/COUNTY-  ID/BUTTE
 OY0921  USGS QUAD   -  RICHARD BUTTE (1969)
 OY0921
 OY0921                         *CURRENT SURVEY CONTROL
 OY0921  ___________________________________________________________________
 OY0921* NAD 83(1999)-  43 57 34.62344(N)    112 45 25.71359(W)     ADJUSTED  
 OY0921* NAVD 88     -      1572.993  (meters)    5160.73   (feet)  ADJUSTED  
 OY0921  ___________________________________________________________________
 OY0921  X           -  -1,779,289.507 (meters)                     COMP
 OY0921  Y           -  -4,241,641.071 (meters)                     COMP
 OY0921  Z           -   4,405,946.949 (meters)                     COMP
 OY0921  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 OY0921  ELLIP HEIGHT-        1561.74  (meters)          (04/16/01) GPS OBS
 OY0921  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 OY0921  DYNAMIC HT  -        1572.212 (meters)    5158.17  (feet)  COMP
 OY0921  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 OY0921
 OY0921  HORZ ORDER  -  B
 OY0921  VERT ORDER  -  FIRST     CLASS II
 OY0921  ELLP ORDER  -  FOURTH    CLASS II
 OY0921
 OY0921.The horizontal coordinates were established by GPS observations
 OY0921.and adjusted by the National Geodetic Survey in April 2001..
 OY0921.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0921.DATUM ITEM on the data sheet items page.
 OY0921
 OY0921.The orthometric height was determined by differential leveling
 OY0921.and adjusted by the National Geodetic Survey in December 1992..
 OY0921.WARNING-GPS observations at this control monument resulted in a GPS
 OY0921.derived orthometric height which differed from the leveled height by
 OY0921.more than one decimeter (0.1 meter).
 OY0921
 OY0921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0921
 OY0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0921
 OY0921.The ellipsoidal height was determined by GPS observations
 OY0921.and is referenced to NAD 83.
 OY0921
 OY0921.The geoid height was determined by GEOID03.
 OY0921
 OY0921.The dynamic height is computed by dividing the NAVD 88
 OY0921.geopotential number by the normal gravity value computed on the
 OY0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0921.degrees latitude (g = 980.6199 gals.).
 OY0921
 OY0921.The modeled gravity was interpolated from observed gravity values.
 OY0921
 OY0921;                    North         East     Units Scale Factor Converg.
 OY0921;SPC ID C     -   255,459.507   599,747.490   MT  1.00006970   +0 51 46.1
 OY0921;SPC ID E     -   254,877.982   152,610.520   MT  0.99997498   -0 24 35.6
 OY0921;UTM  12      - 4,868,888.452   359,026.295   MT  0.99984443   -1 13 11.7
 OY0921
 OY0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0921!SPC ID C     -   0.99975517  x   1.00006970  =   0.99982485
 OY0921!SPC ID E     -   0.99975517  x   0.99997498  =   0.99973016
 OY0921!UTM  12      -   0.99975517  x   0.99984443  =   0.99959964
 OY0921
 OY0921|---------------------------------------------------------------------|
 OY0921| PID    Reference Object                     Distance      Geod. Az  |
 OY0921|                                                           dddmmss.s |
 OY0921| OY1313 BIRCH RM 1                           32.167 METERS 03719     |
 OY0921| OY1311 BIRCH AZ MK                                        0492750.1 |
 OY0921| OY1314 BIRCH RM 2                           21.940 METERS 12729     |
 OY0921| OY0880 LITTLE BUTTE                        APPROX.51.9 KM 1714243.8 |
 OY0921| OY0876 MIDDLE BUTTE                        APPROX.52.1 KM 1781958.8 |
 OY0921|---------------------------------------------------------------------|
 OY0921
 OY0921                          SUPERSEDED SURVEY CONTROL
 OY0921
 OY0921  NAD 83(1992)-  43 57 34.62226(N)    112 45 25.71220(W) AD(       ) B
 OY0921  ELLIP H (05/15/92) 1561.81   (m)                       GP(       ) 4 2
 OY0921  NAD 83(1986)-  43 57 34.61746(N)    112 45 25.70430(W) AD(       ) 2
 OY0921  NAD 27      -  43 57 34.95300(N)    112 45 22.72100(W) AD(       ) 2
 OY0921  NGVD 29 (08/20/92) 1571.912  (m)         5157.18   (f) ADJUSTED    1 2
 OY0921
 OY0921.Superseded values are not recommended for survey control.
 OY0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0921.See file dsdata.txt to determine how the superseded data were derived.
 OY0921
 OY0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP5902668888(NAD 83)
 OY0921_MARKER: DS = TRIANGULATION STATION DISK
 OY0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0921_SP_SET: CONCRETE POST
 OY0921_STAMPING: BIRCH 1949
 OY0921_MARK LOGO: USE   
 OY0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0921+STABILITY: SURFACE MOTION
 OY0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0921+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 OY0921
 OY0921  HISTORY     - Date     Condition        Report By
 OY0921  HISTORY     - 1949     MONUMENTED       USE
 OY0921  HISTORY     - 1950     GOOD             CGS
 OY0921  HISTORY     - 1969     GOOD             USGS
 OY0921  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OY0921  HISTORY     - 19900925 GOOD             NGS
 OY0921  HISTORY     - 19920330 GOOD             NGS
 OY0921  HISTORY     - 20040906 GOOD             DJC
 OY0921
 OY0921                          STATION DESCRIPTION
 OY0921
 OY0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 OY0921'THE STATION IS LOCATED ON THE SUMMIT OF A LOW, LONE BUTTE THAT IS
 OY0921'KNOWN AS RICHARD BUTTE.  IT IS IN THE FLAT THAT IS EAST OF THE
 OY0921'SOUTHEAST END OF THE LEMHI MOUNTAIN RANGE.  IT IS 2 MILES
 OY0921'AIRLINE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 28 AND 22,
 OY0921'ABOUT 18 MILES AIRLINE NORTHWEST OF TERRETON, AND ABOUT 12
 OY0921'MILES AIRLINE WEST OF MONTEVIEW.
 OY0921'
 OY0921'THE STATION IS A STANDARD U.S. ARMY CORPS OF ENGINEERS DISK SET
 OY0921'IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 OY0921'INCHES.  THE DISK IS STAMPED--BRICH 1949.
 OY0921'
 OY0921'REFERENCE MARK NUMBER ONE IS 1 FOOT SOUTH OF A 2-FOOT CAIRN AND
 OY0921'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS A STANDARD DISK SET
 OY0921'IN A DRILL HOLE IN THE WEST END OF A FLAT-TOPPED BOULDER THAT
 OY0921'IS 2 FEET BY 3 FEET ON ITS TOP SURFACE AND PROJECTS 6 INCHES.
 OY0921'THE DISK IS STAMPED--BIRCH USE NO 1 1950.
 OY0921'
 OY0921'REFERENCE MARK NUMBER TWO IS 10 FEET NORTHEAST OF A DIM TRACK
 OY0921'ROAD, 1 FOOT NORTHEAST OF A 2-FOOT CAIRN, AND ABOUT 1 FOOT
 OY0921'LOWER THAN THE STATION.  IT IS A STANDARD DISK SET IN A DRILL
 OY0921'HOLE IN A LARGE FLAT-TOPPED BOULDER THAT PROJECTS 4 INCHES.
 OY0921'THE DISK IS STAMPED--BIRCH USE NO 2 1950.
 OY0921'
 OY0921'THE AZIMUTH MARK IS 54 FEET WEST OF THE CENTER LINE OF STATE
 OY0921'HIGHWAY 22 AND 12 FEET NORTHWEST OF AN 8-FOOT 2 BY 2 INCH POLE
 OY0921'THAT IS PAINTED WHITE.  IT IS A STANDARD DISK SET IN THE TOP OF
 OY0921'A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 OY0921'THE GROUND.  THE DISK IS STAMPED--BIRCH USE 1950.  TO REACH THE
 OY0921'MARK FROM THE STATION GO SOUTHEAST ON THE TRACK ROAD FOR 0.2
 OY0921'MILE TO STATE HIGHWAY 22.  TURN LEFT AND FOLLOW THE HIGHWAY
 OY0921'FOR 0.6 MILE TO THE MARK ON THE LEFT.
 OY0921'
 OY0921'TO REACH THE STATION FROM THE POST OFFICE IN TERRETON GO NORTHWEST
 OY0921'ON STATE HIGHWAY 28 FOR 18.7 MILES TO THE JUNCTION OF STATE
 OY0921'HIGHWAY 22.  TURN LEFT ON STATE HIGHWAY 22 AND GO 2.3 MILES TO
 OY0921'A TRACK ROAD TO THE RIGHT.  TURN RIGHT AND GO 0.2 MILE TO THE
 OY0921'TOP OF THE HILL AND THE STATION.
 OY0921'
 OY0921'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 OY0921
 OY0921                          STATION RECOVERY (1969)
 OY0921
 OY0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0921'STATION MARK--A STANDARD US ARMY CORPS OF ENGINEERS DISK STAMPED
 OY0921'---BIRCH 1949---, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 OY0921'THAT PROJECTS 2 INCHES.
 OY0921
 OY0921                          STATION RECOVERY (1972)
 OY0921
 OY0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OY0921'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OY0921'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  A METAL WITNESS
 OY0921'POST WAS PLACED 2 FEET NORTH OF THE STATION MARK.  A METAL
 OY0921'WITNESS POST WAS PLACED 1 FOOT NORTHEAST OF THE AZIMUTH MARK.
 OY0921
 OY0921                          STATION RECOVERY (1990)
 OY0921
 OY0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY0921'THE STATION IS LOCATED ABOUT 4 KM (2.49 MI) SOUTHWEST FROM THE
 OY0921'JUNCTION OF STATE HIGHWAYS 22 AND 28, 0.4 KM (0.25 MI) NORTHWEST OF
 OY0921'STATE HIGHWAY 22 ON THE RESTRICTED PROPERTY OF THE IDAHO NATIONAL
 OY0921'ENGINEERING LABORATORY (U.S. DEPT. OF ENERGY).  SECURITY CLEARENCE
 OY0921'MUST BE OBTAINED BEFORE GOING TO STATION.  CONTACT RICHARD SMITH OF
 OY0921'EG G IDAHO, INC., P.O. BOX 1625, IDAHO FALLS, ID 83415, PHONE (208)
 OY0921'526-9896.
 OY0921'REACHED FROM THE POST OFFICE IN HOWE.  GO EAST ON STATE HIGHWAYS 22
 OY0921'AND 23 FOR 14.0 KM (8.70 MI) TO A POINT WHERE THE HIGHWAYS SPLIT.
 OY0921'TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY 22 FOR 18.08 KM
 OY0921'(11.23 MI) TO A TRACK ROAD ON THE LEFT.  THIS IS 3.7 KM (2.30 MI)
 OY0921'WEST FROM THE JUNCTION OF STATE HIGHWAY 28.  TURN LEFT AND GO
 OY0921'NORTHWEST ON THE TRACK ROAD PASSING A DOE WARNNING SIGN FOR 0.37 KM
 OY0921'(0.23 MI) TO THE TOP OF THE HILL AND STATION ON THE RIGHT.
 OY0921'THE STATION MARK IS SET 21.9 M (71.85 FT) NORTHWEST FROM RM 2 AND 32.2
 OY0921'M (105.64 FT) SOUTHWEST FROM RM 1 AND PROJECTS 5 CM ABOVE THE GROUND
 OY0921'SURFACE..
 OY0921'MARK IS A DEPARTMENT OF THE ARMY, CORPS OF ENGINEERS DISK, SET IN TOP
 OY0921'OF A CONCRETE POST PROJECTING ABOUT 2-INCHES ABOVE THE GROUND
 OY0921'SURFACE.
 OY0921
 OY0921                          STATION RECOVERY (1992)
 OY0921
 OY0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0921'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY0921'OFFICE IN HOWE, THENCE 18.1 KM (11.25 MI) NORTHERLY ALONG STATE
 OY0921'HIGHWAY 22, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG A TRACK ROAD
 OY0921'LEADING TO RICHARD BUTTE, 32.2 M (105.6 FT) SOUTH-SOUTHWEST OF
 OY0921'REFERENCE MARK 1, 21.9 M (71.9 FT) NORTHWEST OF REFERENCE MARK 2, 6.6
 OY0921'M (21.7 FT) NORTH OF AND LEVEL WITH THE ROAD CENTER, 0.6 M (2.0 FT)
 OY0921'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 OY0921'ABOVE THE GROUND SURFACE.
 OY0921
 OY0921                          STATION RECOVERY (2004)
 OY0921
 OY0921'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 OY0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0801 ***********************************************************************
 PZ0801  DESIGNATION -  BIRCH
 PZ0801  PID         -  PZ0801
 PZ0801  STATE/COUNTY-  ID/LEMHI
 PZ0801  USGS QUAD   -  GOLDBUG RIDGE (1962)
 PZ0801
 PZ0801                         *CURRENT SURVEY CONTROL
 PZ0801  ___________________________________________________________________
 PZ0801* NAD 83(1992)-  44 59 41.42603(N)    113 56 36.07106(W)     ADJUSTED  
 PZ0801* NAVD 88     -      1288.2    (meters)    4226.     (feet)  VERTCON   
 PZ0801  ___________________________________________________________________
 PZ0801  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 PZ0801  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 PZ0801
 PZ0801  HORZ ORDER  -  SECOND
 PZ0801
 PZ0801.The horizontal coordinates were established by classical geodetic methods
 PZ0801.and adjusted by the National Geodetic Survey in July 1992..
 PZ0801
 PZ0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0801
 PZ0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0801
 PZ0801.The geoid height was determined by GEOID03.
 PZ0801
 PZ0801;                    North         East     Units Scale Factor Converg.
 PZ0801;SPC ID C     -   369,739.571   504,466.597   MT  0.99994761   +0 02 24.2
 PZ0801;UTM  12      - 4,986,592.470   267,997.787   MT  1.00026190   -2 04 55.2
 PZ0801;UTM  11      - 4,986,923.372   740,932.317   MT  1.00031384   +2 09 44.0
 PZ0801
 PZ0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0801!SPC ID C     -   0.99980005  x   0.99994761  =   0.99974767
 PZ0801!UTM  12      -   0.99980005  x   1.00026190  =   1.00006190
 PZ0801!UTM  11      -   0.99980005  x   1.00031384  =   1.00011383
 PZ0801
 PZ0801|---------------------------------------------------------------------|
 PZ0801| PID    Reference Object                     Distance      Geod. Az  |
 PZ0801|                                                           dddmmss.s |
 PZ0801| CN3987 BIRCH RM 1                           12.648 METERS 04551     |
 PZ0801| CN3986 BIRCH AZ MK                                        0501436.0 |
 PZ0801| CN3988 BIRCH RM 2                            9.018 METERS 13807     |
 PZ0801|---------------------------------------------------------------------|
 PZ0801
 PZ0801                          SUPERSEDED SURVEY CONTROL
 PZ0801
 PZ0801  NAD 83(1986)-  44 59 41.42575(N)    113 56 36.06762(W) AD(       ) 2
 PZ0801  NAD 27      -  44 59 41.69740(N)    113 56 32.83130(W) AD(       ) 2
 PZ0801  NGVD 29 (07/19/86) 1287.0    (m)         4222.     (f) VERT ANG       
 PZ0801
 PZ0801.Superseded values are not recommended for survey control.
 PZ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0801.See file dsdata.txt to determine how the superseded data were derived.
 PZ0801
 PZ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ6799886592(NAD 83)
 PZ0801_MARKER: DS = TRIANGULATION STATION DISK
 PZ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0801
 PZ0801  HISTORY     - Date     Condition        Report By
 PZ0801  HISTORY     - 1957     MONUMENTED       CGS
 PZ0801
 PZ0801                          STATION DESCRIPTION
 PZ0801
 PZ0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 PZ0801'THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF AN ALFALFA
 PZ0801'FILED ALONG THE EAST SIDE OF U.S. HIGHWAY 93.  IT IS ABOUT
 PZ0801'14 MILES AIRLINE SOUTH OF SALMON AND 35 MILES AIRLINE
 PZ0801'NORTH-NORTHEAST OF CHALLIS.
 PZ0801'
 PZ0801'TO REACH FROM THE U.S. POST OFFICE IN SALMON, GO SOUTHEAST ON
 PZ0801'U.S. HIGHWAY 93 FOR 0.4 MILE TO ITS JUNCTION WITH STATE
 PZ0801'HIGHWAY 28.  TURN RIGHT AND GO SOUTHERLY ON U.S. HIGHWAY
 PZ0801'93 FOR 13.7 MILES TO A FENCE CORNER AND THE STATION ON THE
 PZ0801'LEFT.
 PZ0801'
 PZ0801'THE STATION MARK IS A STANDARD DISK STAMPED BIRCH 1957, SET
 PZ0801'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH THE
 PZ0801'GROUND.  IT IS 36 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PZ0801'HIGHWAY, 15 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 15 FEET
 PZ0801'NORTH-NORTHWEST OF A STANDARD WITNESS POST AND 17 FEET
 PZ0801'NORTH-NORTHWEST OF A SIGN 45TH PARALLEL HALFWAY BETWEEN NORTH
 PZ0801'POLE AND EQUATOR.
 PZ0801'
 PZ0801'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BIRCH NO
 PZ0801'1 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 PZ0801'THAT PROJECTS 2 INCHES.  IT IS IN THE EDGE OF THE ALFALFA
 PZ0801'FIELD, 2 FEET SOUTHEAST OF A FENCE LINE AND AT THE SAME
 PZ0801'ELEVATION AS THE STATION.
 PZ0801'
 PZ0801'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BIRCH NO
 PZ0801'2 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 PZ0801'THAT PROJECTS 2 INCHES.  IT IS 1 FOOT SOUTHWEST OF A FENCE
 PZ0801'LINE AND ABOUT 6 INCHES HIGHER THAN THE STATION.
 PZ0801'
 PZ0801'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BIRCH 1957,
 PZ0801'CEMENTED IN A DRILL HOLE IN A 4-FOOT BOULDER THAT SETS AGAINST
 PZ0801'THE TRUNK OF A LARGE JUNIPER AND PROJECTS 3 FEET.  IT IS
 PZ0801'LOCATED ON A SMALL RIDGE ALONG THE NORTHEAST SIDE OF U.S.
 PZ0801'HIGHWAY 93, 105 FEET NORTHEAST OF THE EDGE OF A HIGH CUT BANK
 PZ0801'AND 12 FEET NORTHEAST OF AN OLD TRACK ROAD.  TO REACH FROM
 PZ0801'THE STATION, GO NORTHERLY ON U.S. HIGHWAY 93 FOR 0.8 MILE TO A
 PZ0801'HIGH CUT BANK.  CLIMB THE CUT BANK AND WALK NORTHEAST 105
 PZ0801'FEET TO A LARGE JUNIPER AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0292 ***********************************************************************
 NW0292  DESIGNATION -  BIRCH
 NW0292  PID         -  NW0292
 NW0292  STATE/COUNTY-  ID/OWYHEE
 NW0292  USGS QUAD   -  ROUGH MOUNTAIN NE (1992)
 NW0292
 NW0292                         *CURRENT SURVEY CONTROL
 NW0292  ___________________________________________________________________
 NW0292* NAD 83(1992)-  42 55 48.95733(N)    116 17 19.15240(W)     ADJUSTED  
 NW0292* NAVD 88     -      1021.0    (meters)    3350.     (feet)  VERTCON   
 NW0292  ___________________________________________________________________
 NW0292  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 NW0292  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 NW0292
 NW0292  HORZ ORDER  -  THIRD
 NW0292
 NW0292.The horizontal coordinates were established by classical geodetic methods
 NW0292.and adjusted by the National Geodetic Survey in July 1992..
 NW0292
 NW0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0292
 NW0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0292
 NW0292.The geoid height was determined by GEOID03.
 NW0292
 NW0292;                    North         East     Units Scale Factor Converg.
 NW0292;SPC ID W     -   140,490.870   756,030.922   MT  0.99995711   -0 22 00.8
 NW0292;UTM  11      - 4,753,316.425   558,046.321   MT  0.99964145   +0 29 04.3
 NW0292
 NW0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0292!SPC ID W     -   0.99984260  x   0.99995711  =   0.99979972
 NW0292!UTM  11      -   0.99984260  x   0.99964145  =   0.99948411
 NW0292
 NW0292:                Primary Azimuth Mark                     Grid Az
 NW0292:SPC ID W     -  CASTLE CREEK                             344 36 28.3
 NW0292:UTM  11      -  CASTLE CREEK                             343 45 23.2
 NW0292
 NW0292|---------------------------------------------------------------------|
 NW0292| PID    Reference Object                     Distance      Geod. Az  |
 NW0292|                                                           dddmmss.s |
 NW0292| OH1321 CASTLE CREEK                        APPROX.14.9 KM 3441427.5 |
 NW0292|---------------------------------------------------------------------|
 NW0292
 NW0292                          SUPERSEDED SURVEY CONTROL
 NW0292
 NW0292  NAD 83(1986)-  42 55 48.95841(N)    116 17 19.14906(W) AD(       ) 3
 NW0292  NGVD 29 (01/23/89) 1020.0    (m)         3346.     (f) VERT ANG       
 NW0292
 NW0292.Superseded values are not recommended for survey control.
 NW0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0292.See file dsdata.txt to determine how the superseded data were derived.
 NW0292
 NW0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH5804653316(NAD 83)
 NW0292_MARKER: DS = TRIANGULATION STATION DISK
 NW0292_SETTING: 0 = UNSPECIFIED SETTING
 NW0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0292
 NW0292  HISTORY     - Date     Condition        Report By
 NW0292  HISTORY     - 1946     MONUMENTED       USGS
 NW0292
 NW0292                          STATION DESCRIPTION
 NW0292
 NW0292'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NW0292'LOCATED ABOUT 11 MI. SW. OF GRAND VIEW, 11 MI. SE. FROM OREANA, ON A
 NW0292'LOW POINT ON THE E. SIDE OF BIRCH CREEK VALLEY.  THIS IS ONE OF THE
 NW0292'POINTS ON THE E. BANK WHICH PROJECTS INTO THE VALLEY.  THE STATION IS
 NW0292'ON THE HIGHEST POINT, ON THE W. END OF THE RISE.
 NW0292'
 NW0292'TO REACH FROM GRAND VIEW HIGH SCHOOL, DRIVE S. ON GRAVELED RD. ACROSS
 NW0292'THE IRRIGATION DITCH AND RIGHT FORK (W.) AT 0.4 MI., AT 10.4 MI. TAKE
 NW0292'LEFT FORK (S.), AT 12.4 MI. TAKE LEFT FORK, AT 14.4 MI. TAKE LEFT FORK
 NW0292'(S.), AT 15.2 MI. TAKE LEFT FORK (SE.), FOLLOW GRAVELED RD. TO A TOP
 NW0292'20.6 MI. AT INTERSECTION WITH DIM CROSSROADS, DRIVE RIGHT (W.) 20.8
 NW0292'MI. TO THE HIGH POINT ABOVE BIRCH CREEK VALLEY AND STATION.
 NW0292'
 NW0292'ALTERNATE ROUTE--TAKE LEFT FORK ACROSS IRRIGATION DITCH S. OF GRAND
 NW0292'VIEW AT 0.4 MI., RIGHT FORK (S.) AT 1.6 MI. AND DRIVE S. NEAR POLE
 NW0292'LINE, AT 17.8 MI. TAKE RIGHT FORK (N.) AT SIGN --ARMY AIR FORCES
 NW0292'BOMBING RANGE-- DRIVE N. TO A POINT ON RD., 27.8 MI., THENCE LEFT
 NW0292'(W.) TO TOP AND STATION.
 NW0292'
 NW0292'STATION MARK--STANDARD TABLET STAMPED---BIRCH 1946---, CEMENTED IN
 NW0292'ROCK BURIED IN GROUND.
 NW0292'
 NW0292'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 NW0292'BIRCH 1946---, CEMENTED IN ROCK BURIED IN GROUND, DISTANCE OF 18.71
 NW0292'FT. AND IN BEARING OF N 25 DEG. 56 MIN. W FROM STATION.
 NW0292'
 NW0292'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 NW0292'BIRCH 1946---, CEMENTED IN ROCK BURIED IN GROUND, DISTANCE OF 18.84
 NW0292'FT. AND IN BEARING OF N 71 DEG. 13 MIN. E FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 MS0784 ***********************************************************************
 MS0784  DESIGNATION -  BIRCH
 MS0784  PID         -  MS0784
 MS0784  STATE/COUNTY-  ID/CASSIA
 MS0784  USGS QUAD   -  COTTON THOMAS BASIN (1990)
 MS0784
 MS0784                         *CURRENT SURVEY CONTROL
 MS0784  ___________________________________________________________________
 MS0784* NAD 83(1994)-  41 59 52.56644(N)    113 51 47.65846(W)     ADJUSTED  
 MS0784* NAVD 88     -      2314.6    (meters)    7594.     (feet)  VERTCON   
 MS0784  ___________________________________________________________________
 MS0784  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 MS0784  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 MS0784
 MS0784  HORZ ORDER  -  THIRD
 MS0784
 MS0784.The horizontal coordinates were established by classical geodetic methods
 MS0784.and adjusted by the National Geodetic Survey in November 1997..
 MS0784
 MS0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 MS0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MS0784
 MS0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 MS0784
 MS0784.The geoid height was determined by GEOID03.
 MS0784
 MS0784;                    North         East     Units Scale Factor Converg.
 MS0784;SPC ID C     -    36,801.108   511,330.569   MT  0.99994895   +0 05 29.4
 MS0784;SPC UT N     - 1,187,527.043   304,213.499   MT  1.00004189   -1 33 29.6
 MS0784;UTM  12      - 4,653,513.428   262,855.243   MT  1.00029205   -1 55 00.1
 MS0784
 MS0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MS0784!SPC ID C     -   0.99963944  x   0.99994895  =   0.99958841
 MS0784!SPC UT N     -   0.99963944  x   1.00004189  =   0.99968131
 MS0784!UTM  12      -   0.99963944  x   1.00029205  =   0.99993138
 MS0784
 MS0784                          SUPERSEDED SURVEY CONTROL
 MS0784
 MS0784  NAD 83(1992)-  41 59 52.56157(N)    113 51 47.65779(W) AD(       ) 3
 MS0784  NAD 83(1986)-  41 59 52.55956(N)    113 51 47.65878(W) AD(       ) 3
 MS0784  NGVD 29 (10/09/91) 2313.4    (m)         7590.     (f) VERT ANG       
 MS0784
 MS0784.Superseded values are not recommended for survey control.
 MS0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0784.See file dsdata.txt to determine how the superseded data were derived.
 MS0784
 MS0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM6285553513(NAD 83)
 MS0784_MARKER: DD = SURVEY DISK
 MS0784_SETTING: 66 = SET IN ROCK OUTCROP
 MS0784_SP_SET: SET IN ROCK OUTCROP
 MS0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MS0784+STABILITY: POSITION/ELEVATION WELL
 MS0784
 MS0784  HISTORY     - Date     Condition        Report By
 MS0784  HISTORY     - 1957     MONUMENTED       USGS
 MS0784  HISTORY     - 1968     GOOD             USGS
 MS0784
 MS0784                          STATION DESCRIPTION
 MS0784
 MS0784'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MS0784'LOCATED ABOUT 19 MI. N. OF GROUSE CREEK, UTAH, 17 MI. S. OF OAKLEY,
 MS0784'IDAHO, AND 15 MI. SE. OF ALMO, IDAHO, ON A SMALL SHARP TOP NEAR THE
 MS0784'HEAD OF BIRCH CREEK.
 MS0784'
 MS0784'TO REACH FROM OAKLEY DRIVE SSE. TO THE OLD SETTLEMENT TO MOULTON,
 MS0784'THENCE 1 MI. S., TURN W. AND DRIVE TO THE TOP OF GRANITE PASS, AT
 MS0784'THE TOP OF THE PASS TURN RIGHT UP A NARROW FOUR WHEEL DRIVE RD. TO
 MS0784'THE TOP OF THE RIDGE, THENCE W. ALONG THE TOP OF THE RIDGE TO THE
 MS0784'END OF VEHICLE TRAVEL, PACK W. UP THE SLOPE TO THE STATION.  ABOUT
 MS0784'5 MINUTE PACK.
 MS0784'
 MS0784'STATION MARK--STANDARD TABLET STAMPED---BIRCH 1957--- SET IN SOLID
 MS0784'ROCK OUTCROP.
 MS0784'
 MS0784'REFERENCE MARK NO. 1--CHISELED CROSS, 8.92 FT. FROM STATION MARK
 MS0784'IN AZIMUTH 131 DEGREES 22 MINUTES.
 MS0784'
 MS0784'REFERENCE MARK NO. 2--COPPER NAIL WASHER, 15.12 FT. FROM STATION
 MS0784'MARK 17 DEGREES 08 MINUTES SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1311 ***********************************************************************
 OY1311  DESIGNATION -  BIRCH AZ MK
 OY1311  PID         -  OY1311
 OY1311  STATE/COUNTY-  ID/BUTTE
 OY1311  USGS QUAD   -  CIRCULAR BUTTE NW (1969)
 OY1311
 OY1311                         *CURRENT SURVEY CONTROL
 OY1311  ___________________________________________________________________
 OY1311* NAD 83(1986)-  43 57 58.     (N)    112 44 47.     (W)     SCALED    
 OY1311* NAVD 88     -      1548.955  (meters)    5081.86   (feet)  ADJUSTED  
 OY1311  ___________________________________________________________________
 OY1311  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 OY1311  DYNAMIC HT  -        1548.188 (meters)    5079.35  (feet)  COMP
 OY1311  MODELED GRAV-     980,068.7   (mgal)                       NAVD 88
 OY1311
 OY1311  VERT ORDER  -  FIRST     CLASS II
 OY1311
 OY1311.The horizontal coordinates were scaled from a topographic map and have
 OY1311.an estimated accuracy of +/- 6 seconds.
 OY1311
 OY1311.The orthometric height was determined by differential leveling
 OY1311.and adjusted by the National Geodetic Survey in December 1992..
 OY1311
 OY1311.The geoid height was determined by GEOID03.
 OY1311
 OY1311.The dynamic height is computed by dividing the NAVD 88
 OY1311.geopotential number by the normal gravity value computed on the
 OY1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1311.degrees latitude (g = 980.6199 gals.).
 OY1311
 OY1311.The modeled gravity was interpolated from observed gravity values.
 OY1311
 OY1311;                    North         East    Units  Estimated Accuracy
 OY1311;SPC ID C     -   256,190.      600,600.      MT  (+/- 180 meters Scaled)
 OY1311
 OY1311                          SUPERSEDED SURVEY CONTROL
 OY1311
 OY1311  NGVD 29 (08/20/92) 1547.872  (m)         5078.31   (f) ADJUSTED    1 2
 OY1311
 OY1311.Superseded values are not recommended for survey control.
 OY1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1311.See file dsdata.txt to determine how the superseded data were derived.
 OY1311
 OY1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP599695(NAD 83)
 OY1311_MARKER: DZ = AZIMUTH MARK DISK
 OY1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY1311_SP_SET: CONCRETE POST
 OY1311_STAMPING: BIRCH USE 1950
 OY1311_MARK LOGO: CGS   
 OY1311_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1311+STABILITY: SURFACE MOTION
 OY1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1311+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 OY1311
 OY1311  HISTORY     - Date     Condition        Report By
 OY1311  HISTORY     - 1950     MONUMENTED       CGS
 OY1311  HISTORY     - 19920330 GOOD             NGS
 OY1311  HISTORY     - 19990601 GOOD             IDTD
 OY1311  HISTORY     - 20010522 GOOD             IDTD
 OY1311
 OY1311                          STATION DESCRIPTION
 OY1311
 OY1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1311'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1311'OFFICE IN HOWE, THENCE 19.0 KM (11.80 MI) NORTHERLY ALONG STATE
 OY1311'HIGHWAY 22, 0.9 KM (0.55 MI) SOUTHEAST OF THE BUTTE-CLARK COUNTY
 OY1311'LINE, 17.1 M (56.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.3 M
 OY1311'(1.0 FT) SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL
 OY1311'OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OY1311'GROUND SURFACE.
 OY1311
 OY1311                          STATION RECOVERY (1999)
 OY1311
 OY1311'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OY1311'ADD THE FOLLOWING,
 OY1311'THE MARK IS LEFT (NORTH) OF SH-22 AT MILEPOST 36.488.
 OY1311
 OY1311                          STATION RECOVERY (2001)
 OY1311
 OY1311'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JLW)
 OY1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1401 ***********************************************************************
 RA1401  DESIGNATION -  BIRCH CREEK
 RA1401  PID         -  RA1401
 RA1401  STATE/COUNTY-  ID/NEZ PERCE
 RA1401  USGS QUAD   -  WAPSHILLA CREEK (1963)
 RA1401
 RA1401                         *CURRENT SURVEY CONTROL
 RA1401  ___________________________________________________________________
 RA1401* NAD 83(1992)-  45 54 06.03423(N)    116 47 10.41726(W)     ADJUSTED  
 RA1401* NAVD 88     -      1380.1    (meters)    4528.     (feet)  VERTCON   
 RA1401  ___________________________________________________________________
 RA1401  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 RA1401  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 RA1401
 RA1401  HORZ ORDER  -  SECOND
 RA1401
 RA1401.The horizontal coordinates were established by classical geodetic methods
 RA1401.and adjusted by the National Geodetic Survey in July 1992..
 RA1401
 RA1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1401
 RA1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1401
 RA1401.The geoid height was determined by GEOID03.
 RA1401
 RA1401;                    North         East     Units Scale Factor Converg.
 RA1401;SPC ID W     -   471,034.488   719,593.867   MT  1.00001279   -0 44 39.1
 RA1401;SPC OR N     -   254,988.527 2,788,081.991   MT  0.99997649   +2 38 01.5
 RA1401;SPC OR N     -   836,576.53  9,147,250.63   iFT  0.99997649   +2 38 01.5
 RA1401;SPC WA S     -    69,954.700   788,079.518   MT  0.99998521   +2 41 51.6
 RA1401;SPC WA S     -   229,509.71  2,585,557.55   sFT  0.99998521   +2 41 51.6
 RA1401;UTM  11      - 5,083,145.351   516,582.231   MT  0.99960338   +0 09 12.7
 RA1401
 RA1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1401!SPC ID W     -   0.99978633  x   1.00001279  =   0.99979911
 RA1401!SPC OR N     -   0.99978633  x   0.99997649  =   0.99976282
 RA1401!SPC WA S     -   0.99978633  x   0.99998521  =   0.99977154
 RA1401!UTM  11      -   0.99978633  x   0.99960338  =   0.99938979
 RA1401
 RA1401|---------------------------------------------------------------------|
 RA1401| PID    Reference Object                     Distance      Geod. Az  |
 RA1401|                                                           dddmmss.s |
 RA1401| CH6459 BIRCH CREEK RM 2                      9.624 METERS 25114     |
 RA1401| CH6458 BIRCH CREEK RM 1                      5.674 METERS 32843     |
 RA1401| CH6457 BIRCH CREEK AZ MK                                  3375848.3 |
 RA1401|---------------------------------------------------------------------|
 RA1401
 RA1401                          SUPERSEDED SURVEY CONTROL
 RA1401
 RA1401  NAD 83(1991)-  45 54 06.03446(N)    116 47 10.41693(W) AD(       ) 2
 RA1401  NAD 83(1986)-  45 54 06.03610(N)    116 47 10.41585(W) AD(       ) 2
 RA1401  NAD 27      -  45 54 06.47885(N)    116 47 06.88933(W) AD(       ) 2
 RA1401  NGVD 29 (07/19/86) 1379.0    (m)         4524.     (f) VERT ANG       
 RA1401
 RA1401.Superseded values are not recommended for survey control.
 RA1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1401.See file dsdata.txt to determine how the superseded data were derived.
 RA1401
 RA1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1658283145(NAD 83)
 RA1401_MARKER: Z = SEE DESCRIPTION
 RA1401_SETTING: 0 = UNSPECIFIED SETTING
 RA1401
 RA1401  HISTORY     - Date     Condition        Report By
 RA1401  HISTORY     - 1945     MONUMENTED       CGS
 RA1401  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RA1401
 RA1401                          STATION DESCRIPTION
 RA1401
 RA1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1401'STATION IS LOCATED ON A POINT OF THE MAIN N AND S RIDGE SEPARATING
 RA1401'THE WATERSHEDS OF THE SNAKE AND SALMON RIVERS AND NEAR THE S END
 RA1401'OF THE RIDGE WHERE IT BREAKS SHARPLY TO THE LOWER ELEVATIONS.  IT
 RA1401'IS AT THE HEAD OF BIRCH CREEK, ABOUT 3-1/2 MILES N OF THE
 RA1401'CONFLUENCE OF THE SNAKE AND SALMON RIVERS, AND 2-1/2 MILES SW OF
 RA1401'THE MOUTH OF BIRCH CREEK.  ABOUT 0.2 MILE SE OF THE STATION
 RA1401'AND ACROSS A SADDLE IS A RIMROCKED TIMBERED PEAK OF ABOUT THE
 RA1401'SAME ELEVATION AS THE STATION POINT.
 RA1401'
 RA1401'STATION MARK, STAMPED BIRCH CR 1945, IS A BRONZE STATION DISK SET
 RA1401'IN A BURIED BOULDER ABOUT 8 INCHES BY 12 INCHES, AND PROTRUDING
 RA1401'6 INCHES.  IT IS ON THE HIGHEST POINT OF THE SUMMIT.
 RA1401'
 RA1401'NO UNDERGROUND OR WITNESS MARK WAS SET.
 RA1401'
 RA1401'REFERENCE MARK 1, STAMPED BIRCH CR NO 1 1945, IS A BRONZE
 RA1401'REFERENCE DISK SET IN A BEDROCK OUTCROP ABOUT 10 INCHES BY 14
 RA1401'INCHES, AND FLUSH WITH THE SURFACE.  IT IS ABOUT 1 METER W OF THE
 RA1401'CREST OF THE RIDGE AND 1 FOOT LOWER.
 RA1401'
 RA1401'REFERENCE MARK 2, STAMPED BIRCH CR NO 2 1945, IS A BRONZE
 RA1401'REFERENCE DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS ON
 RA1401'THE EDGE OF A RIMROCK OUTCROP AND ABOUT 10 FEET LOWER THAN THE
 RA1401'STATION MARK.
 RA1401'
 RA1401'THE AZIMUTH MARK, STAMPED BIRCH CR 1945, IS A BRONZE AZIMUTH DISK
 RA1401'SET IN BEDROCK ON THE THIRD HIGH POINT N ALONG THE RIDGE FROM
 RA1401'THE STATION.
 RA1401'
 RA1401'TO REACH THE STATION FROM WAHA, TAKE THE ROAD S UPGRADE (NOT
 RA1401'THE ONE BETWEEN THE BUILDINGS) 0.7 MILE TO FORK.  TAKE LEFT FORK,
 RA1401'(MAIN TRAVELED ROAD), AND CONTINUE 0.6 MILE TO FORK AND SIGN
 RA1401'SOLDERS MEADOW.  TAKE RIGHT FORK, AS PER SIGN, AND CONTINUE 0.5
 RA1401'MILE TO FORK AND CABIN ON RIGHT.  TAKE RIGHT FORK, OFF MAIN ROAD,
 RA1401'AND CONTINUE UPGRADE 4.2 MILES TO ROAD INTERSECTION AND SIGN
 RA1401'DEER CREEK SAWMILL 5.  TURN RIGHT, AS PER SIGN, AND CONTINUE
 RA1401'2.3 MILES TO ROAD INTERSECTION AND SIGN DEER CREEK SAWMILL 3.
 RA1401'TURN RIGHT AND CONTINUE ON ROAD 1.5 MILES TO INTERSECTION.
 RA1401'TAKE RIGHT FORK AND CONTINUE 1.6 MILES TO ROAD INTERSECTION AT
 RA1401'SIGN COMEGYS.  TAKE RIGHT FORK AND CONTINUE 5.7 MILES
 RA1401'TO T-ROAD INTERSECTION (FRYE POINT JUNCTION).  TAKE RIGHT
 RA1401'FORK, STRAIGHT AHEAD, AND CONTINUE S 5.6 MILES TO FORK (LEFT)
 RA1401'LEADING TO CABIN AND CORRALS.  TAKE RIGHT FORK AND CONTINUE S
 RA1401'ALONG THE RIDGE 1.1 MILES TO THE END OF THE ROAD AND END OF
 RA1401'TRUCK TRAVEL.
 RA1401'
 RA1401'FROM THE END OF TRUCK TRAVEL TAKE TRAIL ALONG THE W SIDE OF THE
 RA1401'FENCE AND GO S ABOUT 0.2 MILE TO SPRING AND WATER TROUGH.  CONTINUE
 RA1401'S ON TRAIL, WHICH ASCENDS THE E SIDE OF THE RIDGE, AND GO ALONG
 RA1401'RIDGE ABOUT 3-1/2 MILES TO A SMALL LINE CABIN IN SWALE AND TO
 RA1401'LEFT OF THE TRAIL (STATIONS WOP AND WOP AZ. ABOVE ON
 RA1401'RIDGE).  CONTINUE ON TRAIL S DOWN RIDGE APPROXIMATELY 2-1/2
 RA1401'MILES TO THE LOCATION OF THE STATION AS DESCRIBED ABOVE.
 RA1401'STATION IS ABOUT A 4-HOUR BACK-PACK FROM THE END OF TRUCK
 RA1401'TRAVEL.
 RA1401
 RA1401                          STATION RECOVERY (1958)
 RA1401
 RA1401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RHG)
 RA1401'RECOVERED AS DESCRIBED.  TRIPOD IS OVER POINT IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1313 ***********************************************************************
 OY1313  DESIGNATION -  BIRCH RM 1
 OY1313  PID         -  OY1313
 OY1313  STATE/COUNTY-  ID/BUTTE
 OY1313  USGS QUAD   -  RICHARD BUTTE (1969)
 OY1313
 OY1313                         *CURRENT SURVEY CONTROL
 OY1313  ___________________________________________________________________
 OY1313* NAD 83(1986)-  43 57 34.     (N)    112 45 25.     (W)     SCALED    
 OY1313* NAVD 88     -      1572.961  (meters)    5160.62   (feet)  ADJUSTED  
 OY1313  ___________________________________________________________________
 OY1313  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 OY1313  DYNAMIC HT  -        1572.181 (meters)    5158.06  (feet)  COMP
 OY1313  MODELED GRAV-     980,067.2   (mgal)                       NAVD 88
 OY1313
 OY1313  VERT ORDER  -  FIRST     CLASS II
 OY1313
 OY1313.The horizontal coordinates were scaled from a topographic map and have
 OY1313.an estimated accuracy of +/- 6 seconds.
 OY1313
 OY1313.The orthometric height was determined by differential leveling
 OY1313.and adjusted by the National Geodetic Survey in December 1992..
 OY1313
 OY1313.The geoid height was determined by GEOID03.
 OY1313
 OY1313.The dynamic height is computed by dividing the NAVD 88
 OY1313.geopotential number by the normal gravity value computed on the
 OY1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1313.degrees latitude (g = 980.6199 gals.).
 OY1313
 OY1313.The modeled gravity was interpolated from observed gravity values.
 OY1313
 OY1313;                    North         East    Units  Estimated Accuracy
 OY1313;SPC ID C     -   255,440.      599,760.      MT  (+/- 180 meters Scaled)
 OY1313
 OY1313                          SUPERSEDED SURVEY CONTROL
 OY1313
 OY1313  NGVD 29 (08/20/92) 1571.881  (m)         5157.08   (f) ADJUSTED    1 2
 OY1313
 OY1313.Superseded values are not recommended for survey control.
 OY1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1313.See file dsdata.txt to determine how the superseded data were derived.
 OY1313
 OY1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP590688(NAD 83)
 OY1313_MARKER: DR = REFERENCE MARK DISK
 OY1313_SETTING: 80 = SET IN A BOULDER
 OY1313_SP_SET: IN DRILL HOLE IN A BOULDER
 OY1313_STAMPING: BIRCH USE NO.1 1950
 OY1313_MARK LOGO: CGS   
 OY1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1313+STABILITY: SURFACE MOTION
 OY1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1313+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1992
 OY1313
 OY1313  HISTORY     - Date     Condition        Report By
 OY1313  HISTORY     - 1950     MONUMENTED       CGS
 OY1313  HISTORY     - 19920330 GOOD             NGS
 OY1313
 OY1313                          STATION DESCRIPTION
 OY1313
 OY1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1313'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1313'OFFICE IN HOWE, THENCE 18.1 KM (11.25 MI) NORTHERLY ALONG STATE
 OY1313'HIGHWAY 22, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG A TRACK ROAD
 OY1313'LEADING TO RICHARD BUTTE, NEAR THE WEST END OF A 2 BY 3-FOOT BOULDER
 OY1313'THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE, 39.0 M (128.0
 OY1313'FT) NORTH OF REFERENCE MARK 2, 38.8 M (127.3 FT) NORTH-NORTHEAST OF
 OY1313'THE ROAD CENTER, 32.2 M (105.6 FT) NORTH-NORTHEAST OF TRIANGULATION
 OY1313'STATION BIRCH, AND 0.8 M (2.6 FT) SOUTH OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1314 ***********************************************************************
 OY1314  DESIGNATION -  BIRCH RM 2
 OY1314  PID         -  OY1314
 OY1314  STATE/COUNTY-  ID/BUTTE
 OY1314  USGS QUAD   -  RICHARD BUTTE (1969)
 OY1314
 OY1314                         *CURRENT SURVEY CONTROL
 OY1314  ___________________________________________________________________
 OY1314* NAD 83(1986)-  43 57 34.     (N)    112 45 25.     (W)     SCALED    
 OY1314* NAVD 88     -      1572.444  (meters)    5158.93   (feet)  ADJUSTED  
 OY1314  ___________________________________________________________________
 OY1314  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 OY1314  DYNAMIC HT  -        1571.664 (meters)    5156.37  (feet)  COMP
 OY1314  MODELED GRAV-     980,067.2   (mgal)                       NAVD 88
 OY1314
 OY1314  VERT ORDER  -  FIRST     CLASS II
 OY1314
 OY1314.The horizontal coordinates were scaled from a topographic map and have
 OY1314.an estimated accuracy of +/- 6 seconds.
 OY1314
 OY1314.The orthometric height was determined by differential leveling
 OY1314.and adjusted by the National Geodetic Survey in December 1992..
 OY1314
 OY1314.The geoid height was determined by GEOID03.
 OY1314
 OY1314.The dynamic height is computed by dividing the NAVD 88
 OY1314.geopotential number by the normal gravity value computed on the
 OY1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1314.degrees latitude (g = 980.6199 gals.).
 OY1314
 OY1314.The modeled gravity was interpolated from observed gravity values.
 OY1314
 OY1314;                    North         East    Units  Estimated Accuracy
 OY1314;SPC ID C     -   255,440.      599,760.      MT  (+/- 180 meters Scaled)
 OY1314
 OY1314                          SUPERSEDED SURVEY CONTROL
 OY1314
 OY1314  NGVD 29 (08/20/92) 1571.364  (m)         5155.38   (f) ADJUSTED    1 2
 OY1314
 OY1314.Superseded values are not recommended for survey control.
 OY1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1314.See file dsdata.txt to determine how the superseded data were derived.
 OY1314
 OY1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP590688(NAD 83)
 OY1314_MARKER: DR = REFERENCE MARK DISK
 OY1314_SETTING: 80 = SET IN A BOULDER
 OY1314_SP_SET: IN DRILL HOLE IN A BOULDER
 OY1314_STAMPING: BIRCH USE NO.2 1950
 OY1314_MARK LOGO: CGS   
 OY1314_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1314+STABILITY: SURFACE MOTION
 OY1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1314+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1992
 OY1314
 OY1314  HISTORY     - Date     Condition        Report By
 OY1314  HISTORY     - 1950     MONUMENTED       CGS
 OY1314  HISTORY     - 19920330 GOOD             NGS
 OY1314
 OY1314                          STATION DESCRIPTION
 OY1314
 OY1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1314'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1314'OFFICE IN HOWE, THENCE 18.1 KM (11.25 MI) NORTHERLY ALONG STATE
 OY1314'HIGHWAY 22, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG A TRACK ROAD
 OY1314'LEADING TO RICHARD BUTTE, NEAR THE WEST END OF A 2 BY 3-FOOT BOULDER
 OY1314'THAT IS FLUSH WITH THE GROUND SURFACE, 39.0 M (128.0 FT) SOUTH OF
 OY1314'REFERENCE MARK 1, 21.9 M (71.9 FT) SOUTHEAST OF TRIANGULATION STATION
 OY1314'BIRCH, 4.2 M (13.8 FT) NORTH OF THE ROAD CENTER, AND 0.8 M (2.6 FT)
 OY1314'NORTH OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1704 ***********************************************************************
 NU1704  DESIGNATION -  BIRD
 NU1704  PID         -  NU1704
 NU1704  STATE/COUNTY-  ID/CASSIA
 NU1704  USGS QUAD   -  SANDROCK CANYON (1985)
 NU1704
 NU1704                         *CURRENT SURVEY CONTROL
 NU1704  ___________________________________________________________________
 NU1704* NAD 83(1994)-  42 12 09.76221(N)    113 09 37.08955(W)     ADJUSTED  
 NU1704* NAVD 88     -      2312.5    (meters)    7587.     (feet)  VERTCON   
 NU1704  ___________________________________________________________________
 NU1704  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 NU1704  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 NU1704
 NU1704  HORZ ORDER  -  SECOND
 NU1704
 NU1704.The horizontal coordinates were established by classical geodetic methods
 NU1704.and adjusted by the National Geodetic Survey in November 1997..
 NU1704
 NU1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1704
 NU1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1704
 NU1704.The geoid height was determined by GEOID03.
 NU1704
 NU1704;                    North         East     Units Scale Factor Converg.
 NU1704;SPC ID C     -    59,877.832   569,344.924   MT  1.00000651   +0 33 50.7
 NU1704;UTM  12      - 4,674,542.630   321,653.630   MT  0.99999138   -1 27 05.7
 NU1704
 NU1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1704!SPC ID C     -   0.99963968  x   1.00000651  =   0.99964619
 NU1704!UTM  12      -   0.99963968  x   0.99999138  =   0.99963106
 NU1704
 NU1704|---------------------------------------------------------------------|
 NU1704| PID    Reference Object                     Distance      Geod. Az  |
 NU1704|                                                           dddmmss.s |
 NU1704| CM4281 BIRD RM 1                             4.932 METERS 25209     |
 NU1704| CM4282 BIRD RM 2                             9.577 METERS 34321     |
 NU1704| CM4280 BIRD AZ MK                                         3510639.0 |
 NU1704|---------------------------------------------------------------------|
 NU1704
 NU1704                          SUPERSEDED SURVEY CONTROL
 NU1704
 NU1704  NAD 83(1992)-  42 12 09.75719(N)    113 09 37.08217(W) AD(       ) 2
 NU1704  NAD 83(1986)-  42 12 09.75600(N)    113 09 37.08004(W) AD(       ) 2
 NU1704  NAD 27      -  42 12 10.05820(N)    113 09 34.10400(W) AD(       ) 2
 NU1704  NGVD 29 (07/19/86) 2311.3    (m)         7583.     (f) VERT ANG       
 NU1704
 NU1704.Superseded values are not recommended for survey control.
 NU1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1704.See file dsdata.txt to determine how the superseded data were derived.
 NU1704
 NU1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2165474543(NAD 83)
 NU1704_MARKER: DS = TRIANGULATION STATION DISK
 NU1704_SETTING: 80 = SET IN A BOULDER
 NU1704_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1704
 NU1704  HISTORY     - Date     Condition        Report By
 NU1704  HISTORY     - 1960     MONUMENTED       CGS
 NU1704  HISTORY     - 1968     GOOD             USGS
 NU1704
 NU1704                          STATION DESCRIPTION
 NU1704
 NU1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1704'THE STATION IS 10 MILES EAST OF MALTA, 8 MILES SOUTH OF SUBLETT,
 NU1704'ON THE CREST OF THE SIXTH BALD SUMMIT SOUTH OF THE NORTH
 NU1704'END OF A HIGH RANGE OF MOUNTAINS.  THE MOUNTAIN RANGE RUNS
 NU1704'NORTH TO SOUTH TO THE STATION SUMMIT, THENCE TURNS EAST FOR
 NU1704'0.2 MILE TO ANOTHER PEAK ABOUT THE SAME ELEVATION AS THE
 NU1704'STATION PEAK.
 NU1704'
 NU1704'TO REACH THE STATION FROM THE POST OFFICE IN MALTA, DRIVE
 NU1704'SOUTH ON U.S. HIGHWAY 30S FOR 2.45 MILES TO A GRAVELED SIDE
 NU1704'ROAD LEFT.  TURN LEFT AND DRIVE SOUTHEAST AND EAST FOR 2.8
 NU1704'MILES TO A Y-FORK.  KEEP THE LEFT FORK AND CONTINUE EAST
 NU1704'FOR 4.15 MILES TO A CATTLE GUARD.  CROSS THE CATTLE GUARD
 NU1704'AND DRIVE EAST FOR 3.05 MILE TO A GATE ON THE RIGHT.  TURN
 NU1704'RIGHT THROUGH THE GATE AND DRIVE SOUTH ON A DIM TRACK ROAD
 NU1704'FOR 1.0 MILE, THENCE BEAR RIGHT, SOUTHWEST, FOR 0.3 MILE
 NU1704'TO A LARGE RAVINE.  ENTER THE RAVINE, THENCE TURN LEFT AND
 NU1704'DRIVE SOUTHEAST FOR 0.3 MILE TO A NORTHWEST FENCE CORNER.
 NU1704'DRIVE EAST ALONG THE NORTH SIDE OF THE FENCE FOR 0.2 MILES
 NU1704'TO A NORTHEAST FENCE CORNER AND A BREAK IN THE FENCE.  PASS
 NU1704'THROUGH THE FENCE, THENCE DRIVE SOUTH AND SOUTHEAST UP
 NU1704'THE CREST OF THE MOUNTAIN RIDGE FOR 3.5 MILES TO THE
 NU1704'AZIMUTH MARK ON THE LEFT.  CONTINUE UP THE RIDGE FOR 0.25
 NU1704'MILE TO THE HIGHEST POINT AND THE STATION.
 NU1704'
 NU1704'THE STATION MARK, STAMPED BIRD 1960, IS A STANDARD DISK CEMENTED
 NU1704'IN A DRILL HOLE IN A BOULDER WHICH WAS BURIED FLUSH WITH THE
 NU1704'GROUND SURFACE.  IT IS SITUATED ON THE HIGHEST POINT OF THE
 NU1704'PEAK.
 NU1704'
 NU1704'REFERENCE MARKS 1 AND 2, STAMPED BIRD NO 1 1960 AND BIRD NO
 NU1704'2 1960, ARE STANDARD DISKS CEMENTED IN DRILL HOLE IN BURIED
 NU1704'BOULDERS, NUMBER 1 BEING 1 FOOT LOWER IN ELEVATION THAN THE
 NU1704'STATION MARK AND FLUSH WITH THE GROUND AND NUMBER 2 IS 2 FEET
 NU1704'LOWER IN ELEVATION THAN THE STATION AND FLUSH.
 NU1704'
 NU1704'THE AZIMUTH MARK, STAMPED BIRD 1960, IS A STANDARD DISK
 NU1704'CEMENTED IN A DRILL HOLE IN BEDROCK, PROJECTING 1 FOOT ON THE
 NU1704'EAST SIDE AND FLUSH WITH THE GROUND ON THE WEST SIDE.  IT
 NU1704'IS SITUATED ON THE NORTHEAST SLOPE OF THE FIRST HIGH POINT
 NU1704'NORTH OF THE STATION PEAK, 240 FEET NORTHEAST OF THE CREST
 NU1704'OF THE RIDGE.
 NU1704'
 NU1704'A 4-WHEEL-DRIVE VEHICLE CAN BE DRIVEN TO THE STATION.
 NU1704
 NU1704                          STATION RECOVERY (1968)
 NU1704
 NU1704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1704'THE STATION WAS FOUND AS DESCRIBED BY USC AND GS.
 NU1704'
 NU1704'ALL MARKS ARE IN GOOD CONDITION.
 NU1704'
 NU1704'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1315 ***********************************************************************
 RA1315  DESIGNATION -  BIRD
 RA1315  PID         -  RA1315
 RA1315  STATE/COUNTY-  ID/IDAHO
 RA1315  USGS QUAD   -  POLLOCK (1979)
 RA1315
 RA1315                         *CURRENT SURVEY CONTROL
 RA1315  ___________________________________________________________________
 RA1315* NAD 83(1992)-  45 20 11.88306(N)    116 21 27.51283(W)     ADJUSTED  
 RA1315* NAVD 88     -       870.3    (meters)    2855.     (feet)  VERTCON   
 RA1315  ___________________________________________________________________
 RA1315  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 RA1315  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 RA1315
 RA1315  HORZ ORDER  -  SECOND
 RA1315
 RA1315.The horizontal coordinates were established by classical geodetic methods
 RA1315.and adjusted by the National Geodetic Survey in July 1992..
 RA1315
 RA1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1315
 RA1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1315
 RA1315.The geoid height was determined by GEOID03.
 RA1315
 RA1315;                    North         East     Units Scale Factor Converg.
 RA1315;SPC ID W     -   407,895.154   752,373.879   MT  0.99996121   -0 25 55.9
 RA1315;UTM  11      - 5,020,547.969   550,330.255   MT  0.99963114   +0 27 24.8
 RA1315
 RA1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1315!SPC ID W     -   0.99986598  x   0.99996121  =   0.99982720
 RA1315!UTM  11      -   0.99986598  x   0.99963114  =   0.99949717
 RA1315
 RA1315|---------------------------------------------------------------------|
 RA1315| PID    Reference Object                     Distance      Geod. Az  |
 RA1315|                                                           dddmmss.s |
 RA1315| CH6460 BIRD RM 1                                          05416     |
 RA1315| RA1318 CAPTAIN                             APPROX. 5.5 KM 0610718.6 |
 RA1315| CH6461 BIRD RM 2                                          33253     |
 RA1315|---------------------------------------------------------------------|
 RA1315
 RA1315                          SUPERSEDED SURVEY CONTROL
 RA1315
 RA1315  NAD 83(1991)-  45 20 11.88436(N)    116 21 27.51209(W) AD(       ) 2
 RA1315  NAD 83(1986)-  45 20 11.88440(N)    116 21 27.51214(W) AD(       ) 2
 RA1315  NAD 27      -  45 20 12.28976(N)    116 21 24.03838(W) AD(       ) 2
 RA1315  NGVD 29 (07/19/86)  869.2    (m)         2852.     (f) VERT ANG       
 RA1315
 RA1315.Superseded values are not recommended for survey control.
 RA1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1315.See file dsdata.txt to determine how the superseded data were derived.
 RA1315
 RA1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5033020548(NAD 83)
 RA1315_MARKER: DS = TRIANGULATION STATION DISK
 RA1315_SETTING: 80 = SET IN A BOULDER
 RA1315_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RA1315
 RA1315  HISTORY     - Date     Condition        Report By
 RA1315  HISTORY     - 1946     MONUMENTED       CGS
 RA1315
 RA1315                          STATION DESCRIPTION
 RA1315
 RA1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1315'STATION IS LOCATED ABOUT 6.5 MILES SSW OF RIGGINS, 1.5 MILES N OF
 RA1315'POLLOCK POST OFFICE, AND ON A LOW ROCKY POINT OF RIDGE ABOUT 3/4
 RA1315'MILE W OF U.S. HIGHWAY 95.
 RA1315'
 RA1315'STATION MARK IS A BRONZE STATION DISK SET IN THE FLAT SURFACE OF A
 RA1315'LARGE BOULDER 2 BY 4 FEET, PROJECTING 10 INCHES ABOVE SURFACE OF
 RA1315'GROUND.  IT IS LOCATED ABOUT 75 YARDS DOWN E SLOPE OF HIGHEST POINT
 RA1315'OF VERY ROCKY RIDGE.  DISK IS STAMPED BIRD 1946.
 RA1315'
 RA1315'REFERENCE MARK 1, STAMPED BIRD NO 1 1946, IS A BRONZE REFERENCE DISK
 RA1315'SET IN A LARGE BOULDER, 2.5 BY 2.5 FEET, PROJECTING ABOUT 10 INCHES.
 RA1315'IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 RA1315'
 RA1315'REFERENCE MARK 2, STAMPED BIRD NO 2 1946, IS A BRONZE REFERENCE DISK
 RA1315'SET IN TOP OF A LARGE POINTED BOULDER, 3 BY 5 FEET, PROJECTING 28
 RA1315'INCHES.  IT IS ABOUT 20 INCHES ABOVE STATION ELEVATION.
 RA1315'
 RA1315'NO AZIMUTH MARK WAS SET.
 RA1315'
 RA1315'TO REACH THE STATION FROM THE POST OFFICE IN RIGGINS, GO S ON U.S.
 RA1315'HIGHWAY 95 FOR 6.9 MILES TO A SIGN ON LEFT SHEEP CREEK.  CONTINUE
 RA1315'ABOUT 50 YARDS, THENCE RIGHT THROUGH WIRE GATE ON TRACK ROAD 0.45
 RA1315'MILE.  FROM HERE THE STATION IS ON ROCKY RIDGE NEAR THE LONE TREE,
 RA1315'ABOUT 0.4 MILE S.  TURN LEFT ACROSS COUNTRY 0.05 MILE TO END OF
 RA1315'TRUCK TRAVEL.  PACK S ABOUT 0.4 MILE TO LONE TREE AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1173 ***********************************************************************
 PY1173  DESIGNATION -  BISHOP MOUNTAIN LOOKOUT TOWER
 PY1173  PID         -  PY1173
 PY1173  STATE/COUNTY-  ID/FREMONT
 PY1173  USGS QUAD   -  BISHOP MOUNTAIN (1965)
 PY1173
 PY1173                         *CURRENT SURVEY CONTROL
 PY1173  ___________________________________________________________________
 PY1173* NAD 83(1992)-  44 20 00.29791(N)    111 33 12.43055(W)     ADJUSTED  
 PY1173* NAVD 88     -      2405.3    (meters)    7891.     (feet)  VERTCON   
 PY1173  ___________________________________________________________________
 PY1173  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 PY1173  GEOID HEIGHT-          -9.82  (meters)                     GEOID03
 PY1173
 PY1173  HORZ ORDER  -  THIRD
 PY1173
 PY1173.The horizontal coordinates were established by classical geodetic methods
 PY1173.and adjusted by the National Geodetic Survey in July 1992..
 PY1173
 PY1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1173
 PY1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1173
 PY1173.The geoid height was determined by GEOID03.
 PY1173
 PY1173;                    North         East     Units Scale Factor Converg.
 PY1173;SPC ID E     -   296,423.832   248,904.724   MT  0.99997677   +0 25 42.8
 PY1173;UTM  12      - 4,909,054.644   455,876.628   MT  0.99962394   -0 23 12.4
 PY1173
 PY1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1173!SPC ID E     -   0.99962454  x   0.99997677  =   0.99960132
 PY1173!UTM  12      -   0.99962454  x   0.99962394  =   0.99924862
 PY1173
 PY1173:                Primary Azimuth Mark                     Grid Az
 PY1173:SPC ID E     -  HIGH POINT                               180 32 27.7
 PY1173:UTM  12      -  HIGH POINT                               181 21 22.9
 PY1173
 PY1173|---------------------------------------------------------------------|
 PY1173| PID    Reference Object                     Distance      Geod. Az  |
 PY1173|                                                           dddmmss.s |
 PY1173| PY1172 HIGH POINT                          APPROX. 7.2 KM 1805810.5 |
 PY1173|---------------------------------------------------------------------|
 PY1173
 PY1173                          SUPERSEDED SURVEY CONTROL
 PY1173
 PY1173  NAD 83(1986)-  44 20 00.30545(N)    111 33 12.41541(W) AD(       ) 3
 PY1173  NAD 27      -  44 20 00.60100(N)    111 33 09.55700(W) AD(       ) 3
 PY1173  NGVD 29 (07/19/86) 2404.0    (m)         7887.     (f) VERT ANG       
 PY1173
 PY1173.Superseded values are not recommended for survey control.
 PY1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1173.See file dsdata.txt to determine how the superseded data were derived.
 PY1173
 PY1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ5587709055(NAD 83)
 PY1173_MARKER: 57 = LOOKOUT TOWER
 PY1173
 PY1173  HISTORY     - Date     Condition        Report By
 PY1173  HISTORY     - 1946     FIRST OBSERVED   CGS
 PY1173  HISTORY     - 1964     GOOD             USGS
 PY1173
 PY1173                          STATION DESCRIPTION
 PY1173
 PY1173'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 PY1173'ECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1297 ***********************************************************************
 QB1297  DESIGNATION -  BISSELL
 QB1297  PID         -  QB1297
 QB1297  STATE/COUNTY-  ID/GEM
 QB1297  USGS QUAD   -  HOG COVE BUTTE (1970)
 QB1297
 QB1297                         *CURRENT SURVEY CONTROL
 QB1297  ___________________________________________________________________
 QB1297* NAD 83(1992)-  44 00 15.25971(N)    116 32 18.07108(W)     ADJUSTED  
 QB1297* NAVD 88     -      1034.7    (meters)    3395.     (feet)  VERTCON   
 QB1297  ___________________________________________________________________
 QB1297  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 QB1297  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 QB1297
 QB1297  HORZ ORDER  -  THIRD
 QB1297
 QB1297.The horizontal coordinates were established by classical geodetic methods
 QB1297.and adjusted by the National Geodetic Survey in July 1992..
 QB1297
 QB1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1297
 QB1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1297
 QB1297.The geoid height was determined by GEOID03.
 QB1297
 QB1297;                    North         East     Units Scale Factor Converg.
 QB1297;SPC ID W     -   259,964.685   736,777.845   MT  0.99998248   -0 32 51.7
 QB1297;UTM  11      - 4,872,447.217   537,009.511   MT  0.99961685   +0 19 14.6
 QB1297
 QB1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1297!SPC ID W     -   0.99984044  x   0.99998248  =   0.99982293
 QB1297!UTM  11      -   0.99984044  x   0.99961685  =   0.99945736
 QB1297
 QB1297|---------------------------------------------------------------------|
 QB1297| PID    Reference Object                     Distance      Geod. Az  |
 QB1297|                                                           dddmmss.s |
 QB1297| CD4278 BISSELL RM 1                          8.608 METERS 01200     |
 QB1297| CD4279 BISSELL RM 2                          5.537 METERS 09424     |
 QB1297| CD4277 BISSELL AZ MK                                      1364700.2 |
 QB1297|---------------------------------------------------------------------|
 QB1297
 QB1297                          SUPERSEDED SURVEY CONTROL
 QB1297
 QB1297  NAD 83(1986)-  44 00 15.26024(N)    116 32 18.06688(W) AD(       ) 3
 QB1297  NAD 27      -  44 00 15.66230(N)    116 32 14.55520(W) AD(       ) 3
 QB1297  NGVD 29 (07/19/86) 1033.7    (m)         3391.     (f) VERT ANG       
 QB1297
 QB1297.Superseded values are not recommended for survey control.
 QB1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1297.See file dsdata.txt to determine how the superseded data were derived.
 QB1297
 QB1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ3701072447(NAD 83)
 QB1297_MARKER: DS = TRIANGULATION STATION DISK
 QB1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1297_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QB1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1297+STABILITY: SURFACE MOTION
 QB1297
 QB1297  HISTORY     - Date     Condition        Report By
 QB1297  HISTORY     - 1959     MONUMENTED       CGS
 QB1297  HISTORY     - 1970     GOOD             USGS
 QB1297  HISTORY     - 1984     GOOD             LOCENG
 QB1297
 QB1297                          STATION DESCRIPTION
 QB1297
 QB1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QB1297'THE STATION IS LOCATED (AIRLINE) ABOUT 9.5 MILES NORTH OF EMMETT
 QB1297'AND 15.0 MILES EAST-NORTHEAST OF NEW PLYMOUTH.  ON A HIGH
 QB1297'KNOLL AT THE NORTHWEST END OF THE RIDGE THAT SEPARATES BIG
 QB1297'WILLOW AND BISSELL CREEKS.  IT IS THE HIGHEST POINT IN THE
 QB1297'VICINITY.
 QB1297'
 QB1297'TO REACH FROM THE U.S. POST OFFICE IN EMMETT GO SOUTH ON N.
 QB1297'HAYS AVE. FOR 0.05 MILE TO MAIN STREET.  TURN RIGHT, WEST,
 QB1297'ON MAIN STREET FOR 0.05 MILE TO STATE HIGHWAY 52.  TURN RIGHT,
 QB1297'NORTH, ON HIGHWAY 52 FOR 2.3 MILES TO CROSSROADS, HIGHWAY 52
 QB1297'TURNS RIGHT, CONTINUE STRAIGHT AHEAD, NORTH, 0.8 MILE TO A
 QB1297'FORK.  KEEP RIGHT FORK, CROSSING BRIDGE OVER CANAL AND FOLLOW
 QB1297'GRAVEL ROAD NORTHERLY 3.5 MILES TO A SIDE ROAD RIGHT AND
 QB1297'SIGN--SQUAW MTN.  CONTINUE AHEAD NORTHERLY FOR 2.5 MILES TO
 QB1297'A FORK (LEFT FORK TO RANCH HOUSE).  CONTINUE ON THE RIGHT
 QB1297'FORK 0.8 MILE TO A Y-FORK.  TAKE LEFT FORK AND GO 0.45 MILE
 QB1297'TO WHERE THE ROAD TURNS RIGHT AND A GATE ON THE LEFT.  TURN
 QB1297'SHARP LEFT, NORTHERLY, ALONG FENCE LINE 0.05 MILE TO A
 QB1297'SMALL VALLEY.  BARE LEFT UP VALLEY 0.1 MILE TO TOP OF RIDGE
 QB1297'THENCE LEFT TO TOP OF WESTERLY RIDGE AND END OF TRUCK
 QB1297'TRAVEL (CAN BE DRIVEN WITH 4-WHEEL DRIVE VEHICLE).  PACK
 QB1297'RIGHT, WEST, 0.3 MILE UP STEEP HILL TO TOP OF NEXT
 QB1297'WESTERLY RIDGE.  TURN LEFT, SOUTHWESTERLY, ALONG RIDGE LINE 1.1
 QB1297'MILES TO SMALL VALLEY.  BEAR RIGHT, WEST, ACROSS VALLEY
 QB1297'0.1 MILE TO TOP OF NEXT WESTERLY RIDGE.  TURN LEFT,
 QB1297'SOUTHWESTERLY, 0.6 MILE ALONG RIDGE LINE TO TOP OF RIDGE
 QB1297'AND AZIMUTH MARK ON THE LEFT.  TURN RIGHT, NORTHWEST, 0.4
 QB1297'MILE ACROSS VERY NARROW SADDLE TO HIGH POINT AND STATION.
 QB1297'(1-1/2 HOUR PACK)
 QB1297'
 QB1297'ALL MARKS ARE SET IN 10 INCH SQUARE CONCRETE MONUMENTS PROJECTING
 QB1297'ABOUT 4 INCHES ABOVE GROUND.
 QB1297'
 QB1297'STATION MARK, A STANDARD DISK STAMPED BISSELL 1959 IS 6.0
 QB1297'FEET EAST OF A WITNESS POST.
 QB1297'
 QB1297'REFERENCE MARK 1, A STANDARD DISK STAMPED BISSELL NO 1 1959
 QB1297'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 QB1297'
 QB1297'REFERENCE MARK 2, A STANDARD DISK STAMPED BISSELL NO 2 1959
 QB1297'IS ABOUT 2 FEET LOWER THAN THE STATION.
 QB1297'
 QB1297'AZIMUTH MARK, A STANDARD DISK STAMPED BISSELL 1959 IS ABOUT
 QB1297'30 FEET WEST OF TRACK ROAD, 4 FEET LOWER THAN THE HIGH POINT
 QB1297'ON THE RIDGE AND NORTHWEST OF HIGH POINT.
 QB1297
 QB1297                          STATION RECOVERY (1970)
 QB1297
 QB1297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QB1297'DESCRIPTION AND POSITION LISTED IN NGS QUAD 44116-3, STATION 1006.
 QB1297'
 QB1297'NEW --TO REACH-- FOLLOWS--TO REACH FROM SIGNAL LIGHT AT WASHINGTON
 QB1297'AND MAIN STREETS IN EMMETT.  GO N. ON STATE HIGHWAY 52 TO CROSSROAD
 QB1297'(HWY. TURNS TO RIGHT), GO STRAIGHT AHEAD ON GRAVEL RD. FOR 4.3 MI.
 QB1297'TO 3 FORKS IN RD., TAKE LEFT FORK FOR 3.5 MI. TO RD. FORKS, TURN
 QB1297'LEFT FOR 0.4 MI. TO T-RD., TURN RIGHT FOR 0.6 MI. TO A WIRE GATE ON
 QB1297'LEFT, TURN LEFT ON TRACK RD. (WITH 4-WHEEL DRIVE) GO 0.9 MI. TO A
 QB1297'SADDLE, LEAVE TRACK RD. AND BEAR LEFT (S.) ON RIDGE FOR 1.0 MI.
 QB1297'TO A E.-W. RIDGE, GO W. ON E.-W. RIDGE FOR 0.5 MI. TO TOP AND
 QB1297'STATION.
 QB1297'
 QB1297'STATION MARK--A STANDARD DISK STAMPED---BISSELL 1959---, SET IN
 QB1297'10 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES ABOVE
 QB1297'GROUND.
 QB1297
 QB1297                          STATION RECOVERY (1984)
 QB1297
 QB1297'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (JJP)
 QB1297'BISSELL 1959 RECOVERED GOOD.
 QB1297'
 QB1297'ALL MARKS, INCLUDING R.M. 1 (STAMPED BISSELL NO 1 1959), R.M. 2
 QB1297'(STAMPED BISSELL NO 2 1959), AND THE AZIMUTH MARK (STAMPED
 QB1297'BISSELL 1959) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 QB1297'DISTANCE FROM R.M. 1 TO R.M. 2 (31.49 FT.) CHECKS.  SOME OF THE
 QB1297'BEARINGS IN THE 1959 DESCRIPTION ARE INCORRECT.  THEY SHOULD BE
 QB1297'AS FOLLOWS--SQUAW BUTTE LOH E, R.M. 2 E, AND AZIMUTH MARK SE.
 QB1297'THE AZIMUTH MARK IS NEAR THE HIGHEST POINT OF THE RIDGE WHICH
 QB1297'IS ABOUT 15 FT. HIGHER THAN THE STATION MARK.  THE 1959 TO REACH
 QB1297'INSTRUCTIONS ARE ADEQUATE EXCEPT THAT AT POINT WHERE THE ROAD TURNS
 QB1297'RIGHT AND A GATE ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1460 ***********************************************************************
 OH1460  DESIGNATION -  BISUKA
 OH1460  PID         -  OH1460
 OH1460  STATE/COUNTY-  ID/ADA
 OH1460  USGS QUAD   -  ORCHARD (1992)
 OH1460
 OH1460                         *CURRENT SURVEY CONTROL
 OH1460  ___________________________________________________________________
 OH1460* NAD 83(1992)-  43 21 33.01406(N)    116 06 50.02771(W)     ADJUSTED  
 OH1460* NAVD 88     -       974.7    (meters)    3198.     (feet)  VERTCON   
 OH1460  ___________________________________________________________________
 OH1460  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 OH1460  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 OH1460
 OH1460  HORZ ORDER  -  THIRD
 OH1460
 OH1460.The horizontal coordinates were established by classical geodetic methods
 OH1460.and adjusted by the National Geodetic Survey in July 1992..
 OH1460
 OH1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1460
 OH1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1460
 OH1460.The geoid height was determined by GEOID03.
 OH1460
 OH1460;                    North         East     Units Scale Factor Converg.
 OH1460;SPC ID W     -   188,060.631   770,502.893   MT  0.99994403   -0 14 59.4
 OH1460;UTM  11      - 4,801,082.554   571,802.887   MT  0.99966342   +0 36 30.2
 OH1460
 OH1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1460!SPC ID W     -   0.99984978  x   0.99994403  =   0.99979382
 OH1460!UTM  11      -   0.99984978  x   0.99966342  =   0.99951325
 OH1460
 OH1460                          SUPERSEDED SURVEY CONTROL
 OH1460
 OH1460  NAD 83(1991)-  43 21 33.01415(N)    116 06 50.02456(W) AD(       ) 3
 OH1460  NGVD 29 (11/04/91)  973.7    (m)         3195.     (f) VERT ANG       
 OH1460
 OH1460.Superseded values are not recommended for survey control.
 OH1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1460.See file dsdata.txt to determine how the superseded data were derived.
 OH1460
 OH1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7180301083(NAD 83)
 OH1460_MARKER: DD = SURVEY DISK
 OH1460_SETTING: 80 = SET IN A BOULDER
 OH1460_SP_SET: PARTIALLY EXPOSED BOULDER
 OH1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1460+STABILITY: SURFACE MOTION
 OH1460
 OH1460  HISTORY     - Date     Condition        Report By
 OH1460  HISTORY     - 1956     MONUMENTED       USGS
 OH1460
 OH1460                          STATION DESCRIPTION
 OH1460
 OH1460'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OH1460'LOCATED ABOUT 4 MI. NW. OF ORCHARD, 6.2 MI. SE. OF OWYHEE, 0.8 MI. NE.
 OH1460'OF UNION PACIFIC RAILROAD (OLD FREIGHT LINE BUT STILL IN USE), 81 FT.
 OH1460'2. OF OLD CAIRN AND 27 FT. S. OF CENTER OF TRACK RD., ON HIGHTEST POIN
 OH1460'OF ROLLING SAGEBRUSH COVERED KNOLL.
 OH1460'
 OH1460'TO REACH FROM OWYHEE, GO 240 FT. N. OF RAILROAD WATER TOWER AND N.
 OH1460'SIDE OF UNION PACIFIC RAILROAD TRACKS, DRIVE E. 2.9 MI. TO FORKS IN
 OH1460'DRAW, TAKE RIGHT FORK OUT OF DRAW 1.8 MI. TO T-RD. FORKS ON LONG
 OH1460'TANGENT, TAKE RIGHT FORK (S.) 1.5 MI. TO CROSSROADS, TAKE LEFT FORK
 OH1460'AT ACUTE ANGLE 0.3 MI. TO STATION.
 OH1460'
 OH1460'STATION MARK--STANDARD TABLET STAMPED---BISUKA 1956---, CEMENTED IN
 OH1460'BOULDER.
 OH1460'
 OH1460'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---1---,
 OH1460'CEMENTED IN BOULDER, 38.8 FT. FROM STATION MARK 73 DEGREES
 OH1460'07 MINUTES SW.
 OH1460'
 OH1460'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPTE---2---,
 OH1460'CEMENTED IN BOULDER, 26.65 FT. FROM STATION MARK 38
 OH1460'DEGREES 18 MINUTES SE.
 OH1460'
 OH1460'NOTE--CAIRN IS 81 FT. FROM STATION MARK 80 DEGREES 09
 OH1460'MINUTES NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1203 ***********************************************************************
 NV1203  DESIGNATION -  BLACK
 NV1203  PID         -  NV1203
 NV1203  STATE/COUNTY-  ID/OWYHEE
 NV1203  USGS QUAD   -  HOLE IN ROCK (1980)
 NV1203
 NV1203                         *CURRENT SURVEY CONTROL
 NV1203  ___________________________________________________________________
 NV1203* NAD 83(1992)-  42 42 26.92833(N)    115 54 02.27961(W)     ADJUSTED  
 NV1203* NAVD 88     -      1238.9    (meters)    4065.     (feet)  VERTCON   
 NV1203  ___________________________________________________________________
 NV1203  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 NV1203  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 NV1203
 NV1203  HORZ ORDER  -  SECOND
 NV1203
 NV1203.The horizontal coordinates were established by classical geodetic methods
 NV1203.and adjusted by the National Geodetic Survey in July 1992..
 NV1203
 NV1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1203
 NV1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1203
 NV1203.The geoid height was determined by GEOID03.
 NV1203
 NV1203;                    North         East     Units Scale Factor Converg.
 NV1203;SPC ID W     -   115,613.645   787,659.937   MT  0.99993521   -0 06 07.8
 NV1203;UTM  11      - 4,728,917.670   590,031.929   MT  0.99969972   +0 44 44.5
 NV1203
 NV1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1203!SPC ID W     -   0.99980838  x   0.99993521  =   0.99974360
 NV1203!UTM  11      -   0.99980838  x   0.99969972  =   0.99950815
 NV1203
 NV1203|---------------------------------------------------------------------|
 NV1203| PID    Reference Object                     Distance      Geod. Az  |
 NV1203|                                                           dddmmss.s |
 NV1203| CD4280 BLACK RM 1                           13.569 METERS 19325     |
 NV1203| CD4281 BLACK RM 2                           11.951 METERS 27925     |
 NV1203| NV0916 G 45                                               3525934.1 |
 NV1203|---------------------------------------------------------------------|
 NV1203
 NV1203                          SUPERSEDED SURVEY CONTROL
 NV1203
 NV1203  NAD 83(1986)-  42 42 26.93117(N)    115 54 02.27475(W) AD(       ) 2
 NV1203  NAD 27      -  42 42 27.29840(N)    115 53 58.96490(W) AD(       ) 2
 NV1203  NGVD 29 (07/19/86) 1238.0    (m)         4062.     (f) VERT ANG       
 NV1203
 NV1203.Superseded values are not recommended for survey control.
 NV1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1203.See file dsdata.txt to determine how the superseded data were derived.
 NV1203
 NV1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9003228918(NAD 83)
 NV1203_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1203
 NV1203  HISTORY     - Date     Condition        Report By
 NV1203  HISTORY     - 1961     MONUMENTED       CGS
 NV1203
 NV1203                          STATION DESCRIPTION
 NV1203
 NV1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 NV1203'THE STATION IS ABOUT 13 MILES SOUTH-SOUTHWEST OF BRUNEAU,
 NV1203'0.2 MILE EAST OF STATE HIGHWAY 51 AND ABOUT 50 FEET HIGHER AND
 NV1203'ON THE SUMMIT OF A LOW RISE THAT IS COVERED WITH BLACK BOULDERS
 NV1203'AND LOW SAGE BRUSH.
 NV1203'
 NV1203'TO REACH THE STATION FROM THE BRUNEAU HIGH SCHOOL IN BRUNEAU,
 NV1203'GO WEST ON STATE HIGHWAY 51 FOR 1.75 MILES TO A FORK.  BEAR
 NV1203'LEFT AND CONTINUE ON THE HIGHWAY FOR 13.2 MILES TO THE AZIMUTH
 NV1203'MARK ON THE RIGHT.  CONTINUE SOUTHERLY FOR 0.05 MILE TO A
 NV1203'GRAVEL DUMP ON THE RIGHT.  CONTINUE SOUTHERLY FOR 0.35 MILE
 NV1203'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO UP SLIGHT GRADE
 NV1203'(EASTERLY) FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 NV1203'
 NV1203'THE STATION MARKS ARE STANDARD DISKS STAMPED BLACK 1961.  THE
 NV1203'SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE
 NV1203'POST PROJECTING 6 INCHES.  IT IS 22.7 FEET WEST OF THE CENTERLINE
 NV1203'OF THE ROAD AND 4.5 FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND
 NV1203'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 NV1203'THE GROUND SURFACE.
 NV1203'
 NV1203'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLACK NO 1 1961,
 NV1203'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 NV1203'6 INCHES.  IT IS 55.6 FEET WEST OF THE CENTERLINE OF THE ROAD
 NV1203'AND ABOUT THE SAME ELEVATION AS THE STATION.
 NV1203'
 NV1203'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLACK NO 2 1961,
 NV1203'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 NV1203'6 INCHES.  IT IS 49.2 SOUTHWEST OF THE CENTERLINE OF THE ROAD
 NV1203'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 NV1203'
 NV1203'G 45 JRH (USGS) IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL
 NV1203'SURVEY SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING
 NV1203'6 INCHES.  THE DISK IS STAMPED JRH G 45 3376 1947.  IT IS 8
 NV1203'FEET EAST OF A WITNESS POST AND 99 FEET WEST OF THE CENTERLINE
 NV1203'OF THE HIGHWAY AND ABOUT 2 FEET LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1285 ***********************************************************************
 OH1285  DESIGNATION -  BLACK
 OH1285  PID         -  OH1285
 OH1285  STATE/COUNTY-  ID/ADA
 OH1285  USGS QUAD   -  MERIDIAN (1971)
 OH1285
 OH1285                         *CURRENT SURVEY CONTROL
 OH1285  ___________________________________________________________________
 OH1285* NAD 83(1992)-  43 31 53.40835(N)    116 27 13.31879(W)     ADJUSTED  
 OH1285* NAVD 88     -       797.9    (meters)    2618.     (feet)  VERTCON   
 OH1285  ___________________________________________________________________
 OH1285  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 OH1285  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 OH1285
 OH1285  HORZ ORDER  -  SECOND
 OH1285
 OH1285.The horizontal coordinates were established by classical geodetic methods
 OH1285.and adjusted by the National Geodetic Survey in July 1992..
 OH1285
 OH1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1285
 OH1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1285
 OH1285.The geoid height was determined by GEOID03.
 OH1285
 OH1285;                    North         East     Units Scale Factor Converg.
 OH1285;SPC ID W     -   207,381.927   743,120.423   MT  0.99997311   -0 29 04.9
 OH1285;UTM  11      - 4,819,984.922   544,142.350   MT  0.99962397   +0 22 34.6
 OH1285
 OH1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1285!SPC ID W     -   0.99987757  x   0.99997311  =   0.99985069
 OH1285!UTM  11      -   0.99987757  x   0.99962397  =   0.99950159
 OH1285
 OH1285|---------------------------------------------------------------------|
 OH1285| PID    Reference Object                     Distance      Geod. Az  |
 OH1285|                                                           dddmmss.s |
 OH1285| OH1284 T2N R1W SECS 3 4 9 10                57.222 METERS 00616     |
 OH1285| CD4287 BLACK RM 1                           10.183 METERS 09628     |
 OH1285| OH1287 BLACK AZ MK TPT                     APPROX. 0.9 KM 1791557.7 |
 OH1285| OH1286 BLACK AZ MK                         APPROX. 0.9 KM 1791604.9 |
 OH1285| CD4288 BLACK RM 2                           13.020 METERS 17945     |
 OH1285|---------------------------------------------------------------------|
 OH1285
 OH1285                          SUPERSEDED SURVEY CONTROL
 OH1285
 OH1285  NAD 83(1986)-  43 31 53.40853(N)    116 27 13.31617(W) AD(       ) 2
 OH1285  NAD 27      -  43 31 53.82017(N)    116 27 09.86610(W) AD(       ) 2
 OH1285  NGVD 29 (07/19/86)  797.0    (m)         2615.     (f) VERT ANG       
 OH1285
 OH1285.Superseded values are not recommended for survey control.
 OH1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1285.See file dsdata.txt to determine how the superseded data were derived.
 OH1285
 OH1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4414219985(NAD 83)
 OH1285_MARKER: DS = TRIANGULATION STATION DISK
 OH1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OH1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1285+STABILITY: SURFACE MOTION
 OH1285
 OH1285  HISTORY     - Date     Condition        Report By
 OH1285  HISTORY     - 1979     MONUMENTED       NGS
 OH1285  HISTORY     - 1981     GOOD             NGS
 OH1285
 OH1285                          STATION DESCRIPTION
 OH1285
 OH1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1285'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 9,
 OH1285'T. 2 N., R. 1 E.  ABOUT 3 MILES NORTH-NORTHWEST OF KUNA,  5.5
 OH1285'MILES SOUTH-SOUTHEAST OF MERIDIAN,  0.05 MILE SOUTH OF THE
 OH1285'INTERSECTION OF COLUMBIA AND BLACKCAT ROADS AND IS ALONG HIGHWAY
 OH1285'RIGHT-OF-WAY.
 OH1285'
 OH1285'TO REACH THE STATION FROM THE POST OFFICE IN KUNA, GO WESTERLY
 OH1285'ON FIRST STREET FOR 0.1 MILE TO A FORK AND A POINT WHERE MAIN
 OH1285'HIGHWAY BEARS LEFT.  CONTINUE STRAIGHT AHEAD
 OH1285'FOR 0.05 MILE TO A SHARP RIGHT TURN.  TURN RIGHT AND GO NORTH
 OH1285'ON AVENUE E FOR 0.05 MILE TO A T-INTERSECTION. TURN LEFT ON
 OH1285'SECOND AVENUE AND GO WEST FOR 0.15 MILE TO A CROSSROAD.
 OH1285'CONTINUE WEST ON SECOND AVENUE FOR 0.55 MILE TO A ROAD RIGHT.
 OH1285'TURN RIGHT AND GO NORTH ON TEN MILE ROAD FOR 0.2 MILE TO A SIDE
 OH1285'ROAD RIGHT, BOISE AVENUE.  CONTINUE NORTH ON TEN MILE ROAD FOR
 OH1285'2.5 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON COLUMBIA ROAD
 OH1285'FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON BLACKCAT
 OH1285'ROAD FOR 0.05 MILE AND THE STATION ON THE RIGHT.
 OH1285'
 OH1285'THE STATION IS A STANDARD NGS DISK
 OH1285'STAMPED---BLACK 1979---,
 OH1285'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1285'FLUSH WITH GROUND.  IT IS LOCATED
 OH1285'6.7 METERS WEST FROM THE APPROXIMATE CENTER OF BLACKCAT ROAD,
 OH1285'15.85 METERS NORTHWEST FROM A TELEPHONE POLE AND
 OH1285'18.6 METERS NORTH FROM A POWERLINE POLE.
 OH1285'
 OH1285'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 OH1285'STAMPED---BLACK 1979---, SET INTO AN IRREGULAR MASS OF
 OH1285'CONCRETE ABOUT 1 METER BELOW THE GROUND.
 OH1285'
 OH1285'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 OH1285'STAMPED---BLACK NO 1 1979---,
 OH1285'SET IN A DRILL HOLE IN THE TOP OF A CONCRETE WINGWALL OF
 OH1285'A BRIDGE OVER A CANAL.  IT IS LOCATED
 OH1285'8.4 METERS NORTH FROM A POWERLINE POLE AND
 OH1285'12.6 METERS WEST FROM A TELEPHONE POLE.
 OH1285'MARK IS LEVEL WITH STATION.
 OH1285'
 OH1285'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 OH1285'STAMPED---BLACK NO 2 1979---,
 OH1285'SET IN TO A DRILL HOLE IN THE TOP OF A CONCRETE WINGWALL
 OH1285'OF A BRIDGE OVER A CANAL. IT IS LOCATED
 OH1285'8.0 METERS NORTH FROM A TELEPHONE POLE,
 OH1285'21.9 METERS NORTHEAST FROM A POWERLINE POLE AND
 OH1285'6.4 METERS EAST FROM THE APPROXIMATE CENTER OF BLACKCAT ROAD.
 OH1285'MARK IS LEVEL WITH STATION.
 OH1285'
 OH1285'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 OH1285'STAMPED---BLACK 1979---,
 OH1285'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 OH1285'LARGEST DIMENSION.  IT IS LOCATED
 OH1285'21.0 FEET WEST FROM THE SOUTHWEST ABUTMENT OF A BRIDGE AND
 OH1285'35.9 FEET EAST FROM A TELEPHONE POLE.
 OH1285'
 OH1285'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON BLACKCAT
 OH1285'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT JUST AFTER
 OH1285'CROSSING A METAL BRIDGE.
 OH1285'
 OH1285'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OH1285
 OH1285                          STATION RECOVERY (1981)
 OH1285
 OH1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OH1285'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 OH1285'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 OH1285'WERE SWITCHED IN THE 1979 DESCRIPTION.
 OH1285'
 OH1285'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF KUNA, 5.5
 OH1285'MILES SOUTH-SOUTHEAST OF MERIDAN AND 0.05 MILE SOUTH OF THE
 OH1285'INTERSECTION OF COLUMBIA AND BLACKCAT ROADS.
 OH1285'
 OH1285'TO REACH THE STATION FROM THE POST OFFICE IN KUNA, GO WESTERLY ON
 OH1285'FIRST STREET FOR 0.1 MILE, TO A FORK AND A POINT WHERE MAIN HIGHWAY
 OH1285'BEARS LEFT, CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A SHARP TURN
 OH1285'RIGHT, TURN RIGHT AND GO NORTH ON AVE E FOR 0.05 MILE TO A T
 OH1285'INTERSECTION, TURN LEFT ON SECOND AVE AND GO WEST FOR 0.15 MILE TO A
 OH1285'CROSSROAD, CONTINUE ON SECOND AVE FOR 0.55 MILE TO A ROAD RIGHT, TURN
 OH1285'RIGHT ON TEN MILE ROAD FOR 2.7 MILE TO A CROSSROAD, TURN LEFT AND GO
 OH1285'WEST ON COLUMBIA ROAD FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND GO
 OH1285'0.05 MILE ON BLACKCAT ROAD TO THE STATION ON THE RIGHT.
 OH1285'
 OH1285'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 OH1285'---BLACK 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 OH1285'(11.8 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 6.4 METERS
 OH1285'(21 FEET) W FROM THE CENTERLINE OF BLACKCAT ROAD, 8.0 METERS (26
 OH1285'FEET) SE FROM A GROUP OF TREES, .3 METER (1 FOOT) NW FROM THE
 OH1285'NORTHWEST GUARD RAIL OF BRIDGE OVER THE CANAL, AND 0.75 METER (2.5
 OH1285'FEET) S FROM A METAL WITNESS POST.
 OH1285'
 OH1285'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OH1285'STAMPED---BLACK NO 1 1979---SET INTO THE NORTHEAST CONCRETE
 OH1285'WINGWALL OF A BRIDGE OVER THE CANAL AND LOCATED 6.8 METERS (22 FEET)
 OH1285'E FROM THE CENTERLINE OF BLACKCAT ROAD, 1.8 METERS (6 FEET) ENE FROM
 OH1285'THE NORTHEAST GUARD RAIL POST, 0.2 METER (1 FOOT) SW FROM THE
 OH1285'SOUTHWEST CORNER OF THE WINGWALL, AND 0.1 METER (0.3 FOOT) HIGHER
 OH1285'THAN THE STATION.
 OH1285'
 OH1285'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OH1285'STAMPED---BLACK NO 2 1979---SET INTO A DRILL HOLE IN THE SOUTHWEST
 OH1285'WINGWALL OF A BRIDGE OVER A CANAL AND LOCATED 8.6 METERS (28 FEET) N
 OH1285'FROM A POWER POLE, 6.0 METERS (20 FEET) W FROM THE CENTERLINE OF
 OH1285'BLACKCAT ROAD, 1.8 METERS (6 FEET) WSW FROM THE SOUTHWEST GUARDRAIL
 OH1285'POST, 0.2 METER (1 FOOT) NE FROM THE SOUTHWEST END OF THE WINGWALL,
 OH1285'AND 0.1 METER (0.3 FOOT) HIGHER THAN THE STATION.
 OH1285'
 OH1285'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OH1285'STAMPED---BLACK 1979---SET INTO THE TOP OF A PARTIALLY EXPOSED
 OH1285'BOULDER OF 1.0 METER (3 FEET) LARGEST DIMENSION LOCATED 11.0 METERS
 OH1285'(36 FEET) E FROM A POWER POLE, 7.0 METERS (23 FEET) W FROM THE
 OH1285'SOUTHWEST CORNER OF A BRIDGE, AND 5.5 METERS (18 FEET) S FROM THE TOP
 OH1285'EDGE OF THE BANK.
 OH1285'
 OH1285'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON BLACKCAT ROAD
 OH1285'FOR 0.6 MILE, JUST AFTER GOING ACROSS A METAL BRIDGE, TO THE MARK ON
 OH1285'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0951 ***********************************************************************
 NV0951  DESIGNATION -  BLACK
 NV0951  PID         -  NV0951
 NV0951  STATE/COUNTY-  ID/OWYHEE
 NV0951  USGS QUAD   -  HOLE IN ROCK (1980)
 NV0951
 NV0951                         *CURRENT SURVEY CONTROL
 NV0951  ___________________________________________________________________
 NV0951* NAD 83(1992)-  42 41 11.26752(N)    115 59 40.35485(W)     ADJUSTED  
 NV0951* NAVD 88     -      1238.4    (meters)    4063.     (feet)  VERTCON   
 NV0951  ___________________________________________________________________
 NV0951  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 NV0951  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 NV0951
 NV0951  HORZ ORDER  -  THIRD
 NV0951
 NV0951.The horizontal coordinates were established by classical geodetic methods
 NV0951.and adjusted by the National Geodetic Survey in July 1992..
 NV0951
 NV0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0951
 NV0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0951
 NV0951.The geoid height was determined by GEOID03.
 NV0951
 NV0951;                    North         East     Units Scale Factor Converg.
 NV0951;SPC ID W     -   113,297.094   779,959.969   MT  0.99993827   -0 09 56.9
 NV0951;UTM  11      - 4,726,488.050   582,368.955   MT  0.99968347   +0 40 54.2
 NV0951
 NV0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0951!SPC ID W     -   0.99980847  x   0.99993827  =   0.99974675
 NV0951!UTM  11      -   0.99980847  x   0.99968347  =   0.99949200
 NV0951
 NV0951:                Primary Azimuth Mark                     Grid Az
 NV0951:SPC ID W     -  BALDY                                    165 46 02.4
 NV0951:UTM  11      -  BALDY                                    164 55 11.3
 NV0951
 NV0951|---------------------------------------------------------------------|
 NV0951| PID    Reference Object                     Distance      Geod. Az  |
 NV0951|                                                           dddmmss.s |
 NV0951| NV0949 BALDY                               APPROX. 6.1 KM 1653605.5 |
 NV0951|---------------------------------------------------------------------|
 NV0951
 NV0951                          SUPERSEDED SURVEY CONTROL
 NV0951
 NV0951  NAD 83(1986)-  42 41 11.26786(N)    115 59 40.35177(W) AD(       ) 3
 NV0951  NGVD 29 (01/23/89) 1237.4    (m)         4060.     (f) VERT ANG       
 NV0951
 NV0951.Superseded values are not recommended for survey control.
 NV0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0951.See file dsdata.txt to determine how the superseded data were derived.
 NV0951
 NV0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8236926488(NAD 83)
 NV0951_MARKER: DS = TRIANGULATION STATION DISK
 NV0951_SETTING: 0 = UNSPECIFIED SETTING
 NV0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0951
 NV0951  HISTORY     - Date     Condition        Report By
 NV0951  HISTORY     - 1946     MONUMENTED       USGS
 NV0951
 NV0951                          STATION DESCRIPTION
 NV0951
 NV0951'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV0951'LOCATED ABOUT 16.5 MI. N. OF WICKAHONEY, 16 MI. (AIRLINE) SE. OF
 NV0951'BRUNEAU, 15.5 MI. WSW. OF HOT SPRINGS, ON A BLACK ROCK (BASALT)
 NV0951'COVERED PLATEAU E. OF WICKAHONEY CREEK AND W. OF STATE HIGHWAY 51,
 NV0951'ABOUT 1000 FT. SE. OF THE POINT WHERE WICKAHONEY CREEK LEAVES THE
 NV0951'CANYON AND ENTERS THE LOW COUNTRY.
 NV0951'
 NV0951'TO REACH FROM BRUNEAU RURAL HIGH SCHOOL, DRIVE S. ON GRAVELED RD.
 NV0951'(STATE HIGHWAY 51) TO 17.7 MI., THENCE LEAVE GRAVELED RD. AT CURVE
 NV0951'TO RIGHT AND GO RIGHT (W.) ON DIM RD., AT 18.7 MI. TAKE RIGHT FORK
 NV0951'(STRAIGHT) AT 20.55 MI. TAKE LEFT FORK (S.), AT 21.45 MI. TAKE LEFT
 NV0951'FORK AND CONTINUE ON RD. UPGRADE TO W. TO HIGH POINT AND RD. FORKS
 NV0951'IN SADDLE, 24.65 MI., TAKE RIGHT FORK (W.) AND FOLLOW DIM RD. DOWN
 NV0951'DRAIN (W.) TO 25.4 MI. AND DIM RD. TO RIGHT, TAKE RIGHT FORK (N.) AT
 NV0951'INTERSECTION WITH DIM N-S. RD. AND DRIVE N. TO A LOW EARTH-FILLED DAM
 NV0951'AT 26.4 MI., CONTINUE ABOUT 200 FT. PAST DAM AND LEAVE RD. AND GO
 NV0951'ACROSS COUNTRY TO W. ABOUT 0.5 MI., THENCE RIGHT (N.) ACROSS COUNTRY
 NV0951'TO END OF PLATEAU AND STATION, 30.25 MI.
 NV0951'
 NV0951'STATION MARK--STANDARD TABLET STAMPED---BLACK 1946---, CEMENTED IN
 NV0951'ROCK BURIED IN GROUND.
 NV0951'
 NV0951'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 NV0951'BLACK 1946---, CEMENTED IN ROCK, DISTANCE OF 34.74 FT. AND IN BEARING
 NV0951'OF N 5 DEG. 0 MIN. E FROM STATION.
 NV0951'
 NV0951'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 NV0951'BLACK 1946---, CEMENTED IN ROCK, DISTANCE OF 18.71 FT. AND IN BEARING
 NV0951'OF S 75 DEG. 2 MIN. E FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0893 ***********************************************************************
 OZ0893  DESIGNATION -  BLACK
 OZ0893  PID         -  OZ0893
 OZ0893  STATE/COUNTY-  ID/ELMORE
 OZ0893  USGS QUAD   -  ARROWROCK DAM (1976)
 OZ0893
 OZ0893                         *CURRENT SURVEY CONTROL
 OZ0893  ___________________________________________________________________
 OZ0893* NAD 83(1992)-  43 30 23.09710(N)    115 56 02.65885(W)     ADJUSTED  
 OZ0893* NAVD 88     -      1623.0    (meters)    5325.     (feet)  VERTCON   
 OZ0893  ___________________________________________________________________
 OZ0893  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 OZ0893  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 OZ0893
 OZ0893  HORZ ORDER  -  THIRD
 OZ0893
 OZ0893.The horizontal coordinates were established by classical geodetic methods
 OZ0893.and adjusted by the National Geodetic Survey in July 1992..
 OZ0893
 OZ0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0893
 OZ0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0893
 OZ0893.The geoid height was determined by GEOID03.
 OZ0893
 OZ0893;                    North         East     Units Scale Factor Converg.
 OZ0893;SPC ID W     -   204,370.813   785,115.443   MT  0.99993606   -0 07 36.2
 OZ0893;UTM  11      - 4,817,605.734   586,165.383   MT  0.99969132   +0 44 01.9
 OZ0893
 OZ0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0893!SPC ID W     -   0.99974807  x   0.99993606  =   0.99968414
 OZ0893!UTM  11      -   0.99974807  x   0.99969132  =   0.99943947
 OZ0893
 OZ0893:                Primary Azimuth Mark                     Grid Az
 OZ0893:SPC ID W     -  LUCKY                                    268 19 34.0
 OZ0893:UTM  11      -  LUCKY                                    267 27 55.9
 OZ0893
 OZ0893|---------------------------------------------------------------------|
 OZ0893| PID    Reference Object                     Distance      Geod. Az  |
 OZ0893|                                                           dddmmss.s |
 OZ0893| OH1157 LUCKY                               APPROX. 7.9 KM 2681157.8 |
 OZ0893|---------------------------------------------------------------------|
 OZ0893
 OZ0893                          SUPERSEDED SURVEY CONTROL
 OZ0893
 OZ0893  NAD 83(1986)-  43 30 23.09369(N)    115 56 02.65586(W) AD(       ) 3
 OZ0893  NGVD 29 (02/23/89) 1621.9    (m)         5321.     (f) VERT ANG       
 OZ0893
 OZ0893.Superseded values are not recommended for survey control.
 OZ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0893.See file dsdata.txt to determine how the superseded data were derived.
 OZ0893
 OZ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ8616517606(NAD 83)
 OZ0893_MARKER: DB = BENCH MARK DISK
 OZ0893_SETTING: 80 = SET IN A BOULDER
 OZ0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0893
 OZ0893  HISTORY     - Date     Condition        Report By
 OZ0893  HISTORY     - 1959     MONUMENTED       USGS
 OZ0893
 OZ0893                          STATION DESCRIPTION
 OZ0893
 OZ0893'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OZ0893'LOCATED ABOUT 13 MI. (AIRLINE) SE. OF BOISE AND ABOUT 6.5 MI. NW. OF
 OZ0893'MAYFIELD ON THE HIGHEST ONE OF THREE TOPS OF THREE POINT MT.
 OZ0893'
 OZ0893'TO REACH FROM THE CAPITOL BLDG. IN BOISE, DRIVE SE. ON HIGHWAY 20, 26
 OZ0893'AND 30 FOR 11 MI. TO A RD. FORK, TURN LEFT AND DRIVE 6.7 MI. TO A RD.
 OZ0893'FORK, TURN LEFT AND DRIVE 4.5 MI. TO A SUMMIT.  LEAVE TRUCK AND PACK
 OZ0893'W. UP RIDGE TO HIGHEST POINT AND STATION.  ABOUT A 40 MINUTE PACK.
 OZ0893'
 OZ0893'STATION MARK--STANDARD BENCH MARK TABLET STAMPED---BLACK 1959---, AND
 OZ0893'CEMENTED IN A FLAT BOULDER LEVEL WITH GROUND.
 OZ0893'
 OZ0893'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---1
 OZ0893'1959---, WELDED ON TOP OF A 2 IN. PIPE, 17.52 FT. FROM STATION MARK IN
 OZ0893'BEARING 58 DEG. S. 40 MIN. W.
 OZ0893'
 OZ0893'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---2
 OZ0893'1959---, WELDED ON TOP OF A 2 IN. PIPE, 19.90 FT. FROM STATION MARK IN
 OZ0893'BEARING 30 DEGREES S. 28 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1725 ***********************************************************************
 SV1725  DESIGNATION -  BLACK
 SV1725  PID         -  SV1725
 SV1725  STATE/COUNTY-  ID/KOOTENAI
 SV1725  USGS QUAD   -  COEUR D'ALENE (1996)
 SV1725
 SV1725                         *CURRENT SURVEY CONTROL
 SV1725  ___________________________________________________________________
 SV1725* NAD 83(1999)-  47 41 00.30420(N)    116 48 18.87313(W)     ADJUSTED  
 SV1725* NAVD 88     -       653.5    (meters)    2144.     (feet)  VERTCON   
 SV1725  ___________________________________________________________________
 SV1725  X           -  -1,940,134.415 (meters)                     COMP
 SV1725  Y           -  -3,839,940.240 (meters)                     COMP
 SV1725  Z           -   4,693,720.979 (meters)                     COMP
 SV1725  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 SV1725  ELLIP HEIGHT-         635.79  (meters)          (05/11/01) GPS OBS
 SV1725  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 SV1725
 SV1725  HORZ ORDER  -  FIRST
 SV1725  ELLP ORDER  -  FIFTH     CLASS II
 SV1725
 SV1725.The horizontal coordinates were established by GPS observations
 SV1725.and adjusted by the National Geodetic Survey in May 2001..
 SV1725.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1725.DATUM ITEM on the data sheet items page.
 SV1725
 SV1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1725
 SV1725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1725
 SV1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1725
 SV1725.The ellipsoidal height was determined by GPS observations
 SV1725.and is referenced to NAD 83.
 SV1725
 SV1725.The geoid height was determined by GEOID03.
 SV1725
 SV1725;                    North         East     Units Scale Factor Converg.
 SV1725;SPC ID W     -   669,109.071   720,777.273   MT  1.00001043   -0 46 49.2
 SV1725;UTM  11      - 5,281,132.775   514,616.689   MT  0.99960263   +0 08 38.4
 SV1725
 SV1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1725!SPC ID W     -   0.99990036  x   1.00001043  =   0.99991079
 SV1725!UTM  11      -   0.99990036  x   0.99960263  =   0.99950303
 SV1725
 SV1725                          SUPERSEDED SURVEY CONTROL
 SV1725
 SV1725  NAD 83(1992)-  47 41 00.30279(N)    116 48 18.87490(W) AD(       ) 1
 SV1725  ELLIP H (07/28/92)  636.21   (m)                       GP(       ) 5 1
 SV1725  NAD 83(1991)-  47 41 00.30300(N)    116 48 18.86953(W) AD(       ) 1
 SV1725  ELLIP H (12/09/91)  635.86   (m)                       GP(       ) 4 1
 SV1725  NAD 83(1986)-  47 41 00.30899(N)    116 48 18.86529(W) AD(       ) 1
 SV1725  NGVD 29 (03/07/91)  652.3    (m)         2140.     (f) GPS OBS        
 SV1725
 SV1725.Superseded values are not recommended for survey control.
 SV1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1725.See file dsdata.txt to determine how the superseded data were derived.
 SV1725
 SV1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN1461781133(NAD 83)
 SV1725_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1725_SP_SET: CONCRETE POST
 SV1725_STAMPING: 1988 STA. BLACK
 SV1725_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1725+STABILITY: SURFACE MOTION
 SV1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1725+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 SV1725
 SV1725  HISTORY     - Date     Condition        Report By
 SV1725  HISTORY     - UNK      MONUMENTED       LOCENG
 SV1725  HISTORY     - UNK      GOOD
 SV1725  HISTORY     - 19900802 GOOD
 SV1725
 SV1725                          STATION DESCRIPTION
 SV1725
 SV1725'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) UNK
 SV1725'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF COEUR D ALENE ALONG
 SV1725'U.S. HIGHWAY 95.
 SV1725'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND U.S.
 SV1725'INTERSTATE HIGHWAY 90 AT THE NORTH EDGE OF COEUR D ALENE, GO
 SV1725'SOUTHWESTERLY ON U.S. HIGHWAY 95 FOR 2.25 KM (1.40 MI) TO THE MARK ON
 SV1725'THE RIGHT, DIRECTLY ACROSS FROM A YACHT CLUB ENTRANCE.
 SV1725'THE MARK IS SET 6.65 M (21.82 FT) SOUTHWEST FROM A U.S. HIGHWAY 95
 SV1725'ROAD SIGN, 11.61 M (38.09 FT) NORTHWEST FROM THE CENTERLINE OF THE
 SV1725'HIGHWAY, 7.95 M (26.08 FT) EAST FROM THE WEST END OF THE NORTH METAL
 SV1725'GUARD RAIL, 2.3 M (7.5 FT) SOUTHEAST FROM A PK NAIL DRIVEN INTO THE
 SV1725'TOP OF A WOODEN POST THAT IS ATTACHED TO THE GUARD RAIL AND 0.14 M
 SV1725'(0.46 FT) BELOW THE GROUND SURFACE.
 SV1725'NOTE--ACCESS TO THE MARK IS HAD THROUGH A 8-INCH CITY OF COEUR D ALENE
 SV1725'MONUMENT COVER WHICH IS FLUSH WITH THE GROUND SURFACE.
 SV1725
 SV1725                          STATION RECOVERY (UNK )
 SV1725
 SV1725'RECOVERED UNK
 SV1725'RECOVERED IN GOOD CONDITION.
 SV1725
 SV1725                          STATION RECOVERY (1990)
 SV1725
 SV1725'RECOVERED 1990
 SV1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB3351 ***********************************************************************
 AB3351  DESIGNATION -  BLACK
 AB3351  PID         -  AB3351
 AB3351  STATE/COUNTY-  ID/CASSIA
 AB3351  USGS QUAD   -  SANDROCK CANYON (1985)
 AB3351
 AB3351                         *CURRENT SURVEY CONTROL
 AB3351  ___________________________________________________________________
 AB3351* NAD 83(1994)-  42 08 19.94419(N)    113 07 33.23444(W)     ADJUSTED  
 AB3351* NAVD 88     -      2861.7    (meters)    9389.     (feet)  VERTCON   
 AB3351  ___________________________________________________________________
 AB3351  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 AB3351  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 AB3351
 AB3351  HORZ ORDER  -  THIRD
 AB3351
 AB3351.The horizontal coordinates were established by classical geodetic methods
 AB3351.and adjusted by the National Geodetic Survey in November 1997..
 AB3351
 AB3351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3351
 AB3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3351
 AB3351.The geoid height was determined by GEOID03.
 AB3351
 AB3351;                    North         East     Units Scale Factor Converg.
 AB3351;SPC ID C     -    52,815.723   572,258.784   MT  1.00001159   +0 35 11.4
 AB3351;UTM  12      - 4,667,382.629   324,317.385   MT  0.99997978   -1 25 36.1
 AB3351
 AB3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3351!SPC ID C     -   0.99955360  x   1.00001159  =   0.99956519
 AB3351!UTM  12      -   0.99955360  x   0.99997978  =   0.99953339
 AB3351
 AB3351                          SUPERSEDED SURVEY CONTROL
 AB3351
 AB3351  NAD 83(1986)-  42 08 19.93817(N)    113 07 33.22471(W) AD(       ) 3
 AB3351  NGVD 29 (12/14/94) 2860.5    (m)         9385.     (f) VERT ANG       
 AB3351
 AB3351.Superseded values are not recommended for survey control.
 AB3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3351.See file dsdata.txt to determine how the superseded data were derived.
 AB3351
 AB3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2431767383(NAD 83)
 AB3351_MARKER: Z = SEE DESCRIPTION
 AB3351_SETTING: 0 = UNSPECIFIED SETTING
 AB3351
 AB3351  HISTORY     - Date     Condition        Report By
 AB3351  HISTORY     - 1957     MONUMENTED       USGS
 AB3351
 AB3351                          STATION DESCRIPTION
 AB3351
 AB3351'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AB3351'LOCATED ABOUT 9.5 MI. NE. OF STREVELL, ON THE HIGHEST POINT OF N. TOP
 AB3351'OF A DOUBLE-TOP ON THE N. END OF A PROMINENT RIDGE KNOWN AS BLACK PINE
 AB3351'RIDGE.
 AB3351'STATION REACHED BY HELICOPTER.
 AB3351'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---BLACK 1957---, SET IN
 AB3351'BEDROCK.
 AB3351'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 AB3351'1957---, SET IN BEDROCK, 13.33 FT. FROM STATION MARK.
 AB3351'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 AB3351'1957---, SET IN BEDROCK, 9.98 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1286 ***********************************************************************
 OH1286  DESIGNATION -  BLACK AZ MK
 OH1286  PID         -  OH1286
 OH1286  STATE/COUNTY-  ID/ADA
 OH1286  USGS QUAD   -  MERIDIAN (1971)
 OH1286
 OH1286                         *CURRENT SURVEY CONTROL
 OH1286  ___________________________________________________________________
 OH1286* NAD 83(1992)-  43 31 24.72860(N)    116 27 12.81529(W)     ADJUSTED  
 OH1286* NAVD 88     -       793.     (meters)    2602.     (feet)  VERTCON   
 OH1286  ___________________________________________________________________
 OH1286  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 OH1286  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 OH1286
 OH1286  HORZ ORDER  -  SECOND
 OH1286
 OH1286.The horizontal coordinates were established by classical geodetic methods
 OH1286.and adjusted by the National Geodetic Survey in July 1992..
 OH1286
 OH1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1286
 OH1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1286
 OH1286.The geoid height was determined by GEOID03.
 OH1286
 OH1286;                    North         East     Units Scale Factor Converg.
 OH1286;SPC ID W     -   206,496.774   743,124.243   MT  0.99997311   -0 29 04.3
 OH1286;UTM  11      - 4,819,100.235   544,159.463   MT  0.99962399   +0 22 34.7
 OH1286
 OH1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1286!SPC ID W     -   0.99987836  x   0.99997311  =   0.99985147
 OH1286!UTM  11      -   0.99987836  x   0.99962399  =   0.99950239
 OH1286
 OH1286                          SUPERSEDED SURVEY CONTROL
 OH1286
 OH1286  NAD 83(1986)-  43 31 24.72878(N)    116 27 12.81263(W) AD(       ) 2
 OH1286  NAD 27      -  43 31 25.14016(N)    116 27 09.36347(W) AD(       ) 2
 OH1286  NGVD 29 (07/19/86)  792.     (m)         2598.     (f) VERT ANG       
 OH1286
 OH1286.Superseded values are not recommended for survey control.
 OH1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1286.See file dsdata.txt to determine how the superseded data were derived.
 OH1286
 OH1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4415919100(NAD 83)
 OH1286_MARKER: DS = TRIANGULATION STATION DISK
 OH1286_SETTING: 80 = SET IN A BOULDER
 OH1286_SP_SET: PARTIALLY EXPOSED BOULDER
 OH1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1286+STABILITY: SURFACE MOTION
 OH1286
 OH1286  HISTORY     - Date     Condition        Report By
 OH1286  HISTORY     - 1979     MONUMENTED       NGS
 OH1286  HISTORY     - 1981     GOOD             NGS
 OH1286
 OH1286                          STATION DESCRIPTION
 OH1286
 OH1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1286'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 9,
 OH1286'T. 2 N., R. 1 E.  ABOUT 3 MILES NORTH-NORTHWEST OF KUNA,  5.5
 OH1286'MILES SOUTH-SOUTHEAST OF MERIDIAN,  0.05 MILE SOUTH OF THE
 OH1286'INTERSECTION OF COLUMBIA AND BLACKCAT ROADS AND IS ALONG HIGHWAY
 OH1286'RIGHT-OF-WAY.
 OH1286'
 OH1286'TO REACH THE STATION FROM THE POST OFFICE IN KUNA, GO WESTERLY
 OH1286'ON FIRST STREET FOR 0.1 MILE TO A FORK AND A POINT WHERE MAIN
 OH1286'HIGHWAY BEARS LEFT.  CONTINUE STRAIGHT AHEAD
 OH1286'FOR 0.05 MILE TO A SHARP RIGHT TURN.  TURN RIGHT AND GO NORTH
 OH1286'ON AVENUE E FOR 0.05 MILE TO A T-INTERSECTION. TURN LEFT ON
 OH1286'SECOND AVENUE AND GO WEST FOR 0.15 MILE TO A CROSSROAD.
 OH1286'CONTINUE WEST ON SECOND AVENUE FOR 0.55 MILE TO A ROAD RIGHT.
 OH1286'TURN RIGHT AND GO NORTH ON TEN MILE ROAD FOR 0.2 MILE TO A SIDE
 OH1286'ROAD RIGHT, BOISE AVENUE.  CONTINUE NORTH ON TEN MILE ROAD FOR
 OH1286'2.5 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON COLUMBIA ROAD
 OH1286'FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON BLACKCAT
 OH1286'ROAD FOR 0.05 MILE AND THE STATION ON THE RIGHT.
 OH1286'
 OH1286'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON BLACKCAT
 OH1286'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT JUST AFTER
 OH1286'CROSSING A METAL BRIDGE.
 OH1286'
 OH1286'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 OH1286'STAMPED---BLACK 1979---,
 OH1286'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 OH1286'LARGEST DIMENSION.  IT IS LOCATED
 OH1286'21.0 FEET WEST FROM THE SOUTHWEST ABUTMENT OF A BRIDGE AND
 OH1286'35.9 FEET EAST FROM A TELEPHONE POLE.
 OH1286'
 OH1286'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OH1286
 OH1286                          STATION RECOVERY (1981)
 OH1286
 OH1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OH1286'THE MARK WAS RECOVERED AS DESCRIBED IN 1979.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0578 ***********************************************************************
 NW0578  DESIGNATION -  BLACK BU
 NW0578  PID         -  NW0578
 NW0578  STATE/COUNTY-  ID/OWYHEE
 NW0578  USGS QUAD   -  PIXLEY BASIN (1992)
 NW0578
 NW0578                         *CURRENT SURVEY CONTROL
 NW0578  ___________________________________________________________________
 NW0578* NAD 83(1992)-  42 47 19.24013(N)    116 28 31.23244(W)     ADJUSTED  
 NW0578* NAVD 88     -      1828.1    (meters)    5998.     (feet)  VERTCON   
 NW0578  ___________________________________________________________________
 NW0578  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 NW0578  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 NW0578
 NW0578  HORZ ORDER  -  THIRD
 NW0578
 NW0578.The horizontal coordinates were established by classical geodetic methods
 NW0578.and adjusted by the National Geodetic Survey in July 1992..
 NW0578
 NW0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0578
 NW0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0578
 NW0578.The geoid height was determined by GEOID03.
 NW0578
 NW0578;                    North         East     Units Scale Factor Converg.
 NW0578;SPC ID W     -   124,877.294   740,656.429   MT  0.99997664   -0 29 33.9
 NW0578;UTM  11      - 4,737,481.721   542,910.288   MT  0.99962265   +0 21 23.1
 NW0578
 NW0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0578!SPC ID W     -   0.99971599  x   0.99997664  =   0.99969263
 NW0578!UTM  11      -   0.99971599  x   0.99962265  =   0.99933874
 NW0578
 NW0578:                Primary Azimuth Mark                     Grid Az
 NW0578:SPC ID W     -  ALDER                                    341 18 24.7
 NW0578:UTM  11      -  ALDER                                    340 27 27.7
 NW0578
 NW0578|---------------------------------------------------------------------|
 NW0578| PID    Reference Object                     Distance      Geod. Az  |
 NW0578|                                                           dddmmss.s |
 NW0578| NW0577 ALDER                               APPROX. 7.9 KM 3404850.8 |
 NW0578|---------------------------------------------------------------------|
 NW0578
 NW0578                          SUPERSEDED SURVEY CONTROL
 NW0578
 NW0578  NAD 83(1986)-  42 47 19.24102(N)    116 28 31.22700(W) AD(       ) 3
 NW0578  NGVD 29 (11/15/90) 1827.0    (m)         5994.     (f) VERT ANG       
 NW0578
 NW0578.Superseded values are not recommended for survey control.
 NW0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0578.See file dsdata.txt to determine how the superseded data were derived.
 NW0578
 NW0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH4291037482(NAD 83)
 NW0578_MARKER: DS = TRIANGULATION STATION DISK
 NW0578_SETTING: 0 = UNSPECIFIED SETTING
 NW0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0578
 NW0578  HISTORY     - Date     Condition        Report By
 NW0578  HISTORY     - 1964     MONUMENTED       USGS
 NW0578
 NW0578                          STATION DESCRIPTION
 NW0578
 NW0578'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0578'LOCATED ABOUT 32 MI SE. OF JORDAN VALLEY, 19 MI S. OF OREANA, 8 MI
 NW0578'DUE E. OF TRIANGLE, ON A ROCKY TOP ON THE WEST END OF A BUTTE
 NW0578'KNOWN AS BLACK BUTTE.
 NW0578'
 NW0578'REACHED BY HELICOPTER.
 NW0578'
 NW0578'STATION MARK--A STANDARD USGS TABLET STAMPED---BLACK BU 1964---
 NW0578'CEMENTED IN DRILL HOLE IN ROCK.
 NW0578'
 NW0578'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---
 NW0578'RM NO 1 1964--- CEMENTED IN DRILL HOLE IN ROCK, 46.78 FT. FROM
 NW0578'STATION MARK IN AZIMUTH 182 DEGREES 36 MINUTES.
 NW0578'
 NW0578'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---
 NW0578'RM NO 2 1964--- CEMENTED IN DRILL HOLE IN ROCK, 48.67 FT. FROM
 NW0578'STATION MARK IN AZIMUTH 297 DEGREES 50 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1316 ***********************************************************************
 OH1316  DESIGNATION -  BLACK BUTTE
 OH1316  PID         -  OH1316
 OH1316  STATE/COUNTY-  ID/ELMORE
 OH1316  USGS QUAD   -  JACKASS BUTTE (1992)
 OH1316
 OH1316                         *CURRENT SURVEY CONTROL
 OH1316  ___________________________________________________________________
 OH1316* NAD 83(1992)-  43 04 46.15766(N)    116 10 37.47522(W)     ADJUSTED  
 OH1316* NAVD 88     -       959.4    (meters)    3148.     (feet)  VERTCON   
 OH1316  ___________________________________________________________________
 OH1316  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 OH1316  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 OH1316
 OH1316  HORZ ORDER  -  SECOND
 OH1316
 OH1316.The horizontal coordinates were established by classical geodetic methods
 OH1316.and adjusted by the National Geodetic Survey in July 1992..
 OH1316
 OH1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1316
 OH1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1316
 OH1316.The geoid height was determined by GEOID03.
 OH1316
 OH1316;                    North         East     Units Scale Factor Converg.
 OH1316;SPC ID W     -   157,015.047   765,222.994   MT  0.99994821   -0 17 30.1
 OH1316;UTM  11      - 4,769,970.480   566,988.772   MT  0.99965520   +0 33 43.5
 OH1316
 OH1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1316!SPC ID W     -   0.99985220  x   0.99994821  =   0.99980042
 OH1316!UTM  11      -   0.99985220  x   0.99965520  =   0.99950745
 OH1316
 OH1316:                Primary Azimuth Mark                     Grid Az
 OH1316:SPC ID W     -  BLACK BUTTE AZ MK                        020 26 06.4
 OH1316:UTM  11      -  BLACK BUTTE AZ MK                        019 34 52.8
 OH1316
 OH1316|---------------------------------------------------------------------|
 OH1316| PID    Reference Object                     Distance      Geod. Az  |
 OH1316|                                                           dddmmss.s |
 OH1316| CD4282 BLACK BUTTE AZ MK                                  0200836.3 |
 OH1316| OH1315 BLACK BUTTE CAIRN                     7.350 METERS 03345     |
 OH1316| CD6120 CLOVER PP                                          08425     |
 OH1316| CD4284 BLACK BUTTE RM 2                      4.628 METERS 23345     |
 OH1316| CD4283 BLACK BUTTE RM 1                      4.280 METERS 33628     |
 OH1316|---------------------------------------------------------------------|
 OH1316
 OH1316                          SUPERSEDED SURVEY CONTROL
 OH1316
 OH1316  NAD 83(1986)-  43 04 46.15825(N)    116 10 37.47073(W) AD(       ) 2
 OH1316  NAD 27      -  43 04 46.55256(N)    116 10 34.10521(W) AD(       ) 2
 OH1316  NGVD 29 (07/19/86)  958.5    (m)         3145.     (f) VERT ANG       
 OH1316
 OH1316.Superseded values are not recommended for survey control.
 OH1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1316.See file dsdata.txt to determine how the superseded data were derived.
 OH1316
 OH1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH6698969970(NAD 83)
 OH1316_MARKER: DS = TRIANGULATION STATION DISK
 OH1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1316_STAMPING: BLACK BUTTE 1944
 OH1316_MARK LOGO: CGS   
 OH1316_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1316
 OH1316  HISTORY     - Date     Condition        Report By
 OH1316  HISTORY     - 1944     MONUMENTED       CGS
 OH1316  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OH1316  HISTORY     - 1961     SEE DESCRIPTION  CGS
 OH1316  HISTORY     - 1972     SEE DESCRIPTION  USGS
 OH1316  HISTORY     - 1974     GOOD             USGS
 OH1316  HISTORY     - 19850615 GOOD             NGS
 OH1316
 OH1316                          STATION DESCRIPTION
 OH1316
 OH1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1316'STATION IS LOCATED ABOUT 8 MILES NW OF GRAND VIEW, ABOUT 25
 OH1316'MILES WSW OF MOUNTAIN HOME, ABOUT 9-1/2 MILES W OF THE ADA-ELMORE
 OH1316'COUNTY LINE, AND ABOUT 1 MILE E OF A SHARP BEND IN THE SNAKE
 OH1316'RIVER.  IT IS SITUATED ON W END OF A BLACK ROCKY BUTTE WHERE
 OH1316'IT NARROWS INTO A SHARP RIDGE EXTENDING W DOWN TO THE RIM OF THE
 OH1316'SNAKE RIVER CANYON.  IT IS 10 FEET N OF THE EDGE OF THE RIDGE.
 OH1316'A CAIRN IS ON THE HIGHEST POINT OF THE RIDGE AND THE STATION
 OH1316'MARK IS 7.35 METERS SSW AND ABOUT 1 FOOT LOWER THAN THE BASE
 OH1316'OF THE CAIRN.
 OH1316'
 OH1316'STATION MARK IS A BRONZE STATION DISK SET IN A 2- BY 3-FOOT
 OH1316'OUTCROP OF ROCK.  IT IS STAMPED BLACK BUTTE 1944 AND PROJECTS
 OH1316'ABOUT 8 INCHES ABOVE THE GROUND.
 OH1316'
 OH1316'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 3- BY
 OH1316'3-1/2-FOOT ROCK OUTCROP ON THE N EDGE OF THE RIM.  IT IS STAMPED
 OH1316'BLACK BUTTE NO 1 1944, PROJECTS ABOUT 6 INCHES ABOVE GROUND,
 OH1316'AND IS ABOUT 10 INCHES LOWER IN ELEVATION THAN THE STATION
 OH1316'MARK.
 OH1316'
 OH1316'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 3- BY
 OH1316'3-FOOT BOULDER ON THE S EDGE OF THE RIM.  IT IS STAMPED BLACK
 OH1316'BUTTE NO 2 1944, PROJECTS ABOUT 3 FEET ABOVE GROUND, AND IS
 OH1316'6 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 OH1316'
 OH1316'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 3- BY 4-FOOT
 OH1316'ROCK OUTCROP 10 FEET E OF RIM AND 2 FEET W OF A SMALL ROCK
 OH1316'CAIRN.  IT IS STAMPED BLACK BUTTE 1944.
 OH1316'
 OH1316'TO REACH STATION FROM THE POST OFFICE IN GRAND VIEW, FOLLOW
 OH1316'HIGHWAY TOWARDS MOUNTAIN HOME ACROSS THE SNAKE RIVER BRIDGE FOR
 OH1316'4.7 MILES TO WHERE POWER-TRANSMISSION LINE CROSSES THE HIGHWAY
 OH1316'(POLE 409 IS ON THE N SIDE OF THE HIGHWAY).  TURN LEFT AND
 OH1316'FOLLOW A ROAD ALONG POWER-TRANSMISSION LINE NW FOR 5.8 MILES
 OH1316'TO CROSSROADS AT POLE 302.  TURN LEFT AND FOLLOW TRACK ROAD
 OH1316'W FOR 0.8 MILE AND KEEP STRAIGHT AHEAD WHERE TRACK ROAD COMES
 OH1316'IN FROM THE LEFT.  CONTINUE FOR 0.45 MILE AND TAKE DIM TRACK
 OH1316'ROAD RIGHT AT FORK.  CONTINUE FROM FORK FOR 0.4 MILE ALONG E
 OH1316'SIDE OF HILL.  TURN LEFT OFF OLD ROAD AND GO UPGRADE CROSS
 OH1316'COUNTRY (W) FOR 1.1 MILES TO THE TOP OF HILL AND STATION
 OH1316'SITE.
 OH1316'
 OH1316'TO REACH AZIMUTH MARK FROM STATION, PACK NNE ALONG THE RIM OF
 OH1316'BUTTE FOR 0.2 MILE TO A SMALL CAIRN AND MARK.
 OH1316
 OH1316                          STATION RECOVERY (1959)
 OH1316
 OH1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1316'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 OH1316'CONDITION.  IT IS BELIEVED THAT THE STATION IS ACTUALLY IN
 OH1316'ELMORE COUNTY.  A COMPLETE DESCRIPTION FOLLOWS--
 OH1316'
 OH1316'THE STATION IS LOCATED, AIRLINE, ABOUT 38-1/2 MILES SOUTH OF
 OH1316'BOISE, 10 MILES EAST OF OREANA AND 7 MILES NORTHWEST OF GRAND
 OH1316'VIEW ON THE RIM ROCK BLUFF ABOVE A BEND WHERE THE SNAKE RIVER
 OH1316'FLOWS NORTH FOR A SHORT DISTANCE.
 OH1316'
 OH1316'TO REACH THE STATION FROM THE POST OFFICE IN GRAND VIEW GO
 OH1316'NORTH ACROSS THE SNAKE RIVER TOWARD MOUNTAIN HOME FOR 5.0 MILES
 OH1316'TO A POWERLINE CROSSING. TURN LEFT AND GO NORTHWEST ALONG THE
 OH1316'POWERLINE ROAD FOR 6.0 MILES TO A CROSSROAD AT POLE 302.  TURN
 OH1316'LEFT AND CONTINUE SOUTHWEST 0.8 MILE TO A FORK.  TAKE THE RIGHT
 OH1316'FORK AND CONTINUE 0.5 MILE TO A FORK AT THE NORTHEAST BASE
 OH1316'OF THE STATION HILL.  TAKE THE RIGHT FORK WEST AROUND THE
 OH1316'BASE OF THE HILL 0.5 MILE TO A DIM TRACE OF TRACKS ON THE
 OH1316'LEFT.  TURN LEFT AND CLIMB SOUTH THROUGH AND AROUND MANY
 OH1316'ROCKS ABOUT 1.1 MILES TO THE STATION.
 OH1316'
 OH1316'THE STATION MARK IS A STANDARD DISK STAMPED BLACK BUTTE 1944
 OH1316'CEMENTED IN A DRILL HOLE IN A 2 BY 3-FOOT BEDROCK OUTCROP
 OH1316'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 8 FEET NORTH OF
 OH1316'THE SOUTH EDGE OF THE RIM ROCK.
 OH1316'
 OH1316'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLACK BUTTE
 OH1316'NO 1 1944 CEMENTED IN A DRILL HOLE IN A 24 BY 30-INCH BEDROCK
 OH1316'OUTCROP PROJECTING 2 FEET ABOVE THE GROUND.  IT IS ABOUT 10
 OH1316'INCHES LOWER THAN THE STATION ELEVATION.
 OH1316'
 OH1316'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLACK
 OH1316'BUTTE NO 2 1944 CEMENTED IN A DRILL HOLE IN A 24 BY 30-INCH
 OH1316'BEDROCK OUTCROP PROJECTING 36 INCHES ABOVE THE GROUND.  IT IS
 OH1316'ABOUT 6 INCHES LOWER THAN THE STATION ELEVATION.
 OH1316'
 OH1316'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACK BUTTE 1944
 OH1316'CEMENTED IN A DRILL HOLE IN A 3 BY 4-FOOT BEDROCK OUTCROP
 OH1316'PROJECTING ABOUT 2 FEET ABOVE THE GROUND ON ITS WEST SIDE.
 OH1316'IT IS ABOUT 10 FEET EAST OF THE TOP EDGE OF THE RIM ROCK AND
 OH1316'2 FEET WEST OF AN 18-INCH CAIRN.  TO REACH THE AZIMUTH MARK FROM
 OH1316'THE STATION PACK DOWN ALONG THE EDGE OF THE RIM WHICH CURVES
 OH1316'NORTH FROM THE STATION ABOUT 1/4 MILE TO THE CAIRN AND THE
 OH1316'MARK.
 OH1316'
 OH1316'HEIGHT OF STAND--4 FT.
 OH1316
 OH1316                          STATION RECOVERY (1961)
 OH1316
 OH1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 OH1316'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED BY A.N.S.
 OH1316'IN 1944.  THE STATION IS BELIEVED TO BE IN ELMORE COUNTY
 OH1316'RATHER THAN ADA COUNTY AS DESCRIBED IN THE OLD DESCRIPTION.
 OH1316'DUE TO ROAD CHANGES A NEW ROUTING TO THE STATION FOLLOWS--
 OH1316'
 OH1316'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51
 OH1316'AND 67 ABOUT 1 MILE WEST OF MOUNTAIN HOME, GO WEST AND SOUTHWEST
 OH1316'ON STATE HIGHWAY 67 FOR 7.45 MILES TO A FORK ON THE LEFT
 OH1316'LEADING TO THE MOUNTAIN HOME AIR FORCE BASE.  CONTINUE STRAIGHT
 OH1316'AHEAD AND GO WESTERLY FOR 9.7 MILES TO A DOUBLE POLE POWERLINE.
 OH1316'CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO A POWERLINE.  CONTINUE
 OH1316'ON PAVED ROAD FOR 0.1 MILE TO A DIM SIDE ROAD RIGHT.  TURN
 OH1316'SHARP RIGHT AND GO EASTERLY ALONG NORTH SIDE OF ROAD FOR 0.1
 OH1316'MILE TO THE POWERLINE.  TURN LEFT AND FOLLOW POWERLINE ON GRADED
 OH1316'ROAD, NORTHWESTERLY FOR 6.15 MILES TO POWERLINE POLE
 OH1316'NUMBER 302 AND A CROSSROAD.  TURN LEFT AND GO SOUTHWEST ON
 OH1316'TRACK ROAD FOR 0.8 MILE TO A FORK.  TAKE RIGHT FORK AND CONTINUE
 OH1316'SOUTHWEST FOR 0.45 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 OH1316'WEST FOR 0.5 MILE TO A SIDE TRACK ROAD LEFT.  TURN LEFT
 OH1316'AND GO SOUTHWEST ON DIM TRACK ROAD UP SIDE OF HILL THROUGH
 OH1316'AND OVER LARGE ROCKS FOR 0.75 MILE TO THE HIGHEST POINT
 OH1316'AND THE STATION.  A FOUR WHEEL DRIVE VEHICLE WAS USED TO
 OH1316'REACH THE STATION.
 OH1316'
 OH1316'TO REACH THE AZIMUTH MARK FROM THE STATION PACK NORTHERLY
 OH1316'AROUND THE EDGE OF THE RIM OF THE HILL FOR ABOUT 1/4 MILE TO THE
 OH1316'MARK.
 OH1316
 OH1316                          STATION RECOVERY (1972)
 OH1316
 OH1316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OH1316'INSTRUMENT STAND 4.5 FT ABOVE STATION MARK.
 OH1316'
 OH1316'ALL MARKS IN GOOD CONDITION.
 OH1316'
 OH1316'STATION REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 OH1316
 OH1316                          STATION RECOVERY (1974)
 OH1316
 OH1316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OH1316'RECOVERED BY USGS IN 1974.  ALL MARKS IN GOOD CONDITION.  STATION
 OH1316'REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 OH1316'
 OH1316'STATION MARK--A BRONZE STATION DISK SET IN A 2 BY 3 FT. OUTCROP OF
 OH1316'ROCK.  IT IS STAMPED---BLACK BUTTE 1944--- AND PROJECTS ABOUT 8 IN.
 OH1316'ABOVE THE GROUND.
 OH1316
 OH1316                          STATION RECOVERY (1985)
 OH1316
 OH1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 OH1316'THE STATION, RM 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE AZ MK
 OH1316'WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0605 ***********************************************************************
 QZ0605  DESIGNATION -  BLACK BUTTE
 QZ0605  PID         -  QZ0605
 QZ0605  STATE/COUNTY-  ID/VALLEY
 QZ0605  USGS QUAD   -  PAPOOSE PEAK (1962)
 QZ0605
 QZ0605                         *CURRENT SURVEY CONTROL
 QZ0605  ___________________________________________________________________
 QZ0605* NAD 83(1992)-  45 10 53.11157(N)    114 51 02.60708(W)     ADJUSTED  
 QZ0605* NAVD 88     -      2657.     (meters)    8717.     (feet)  SCALED    
 QZ0605  ___________________________________________________________________
 QZ0605  LAPLACE CORR-           7.14  (seconds)                    DEFLEC99
 QZ0605  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 QZ0605
 QZ0605  HORZ ORDER  -  FIRST
 QZ0605
 QZ0605.The horizontal coordinates were established by classical geodetic methods
 QZ0605.and adjusted by the National Geodetic Survey in July 1992..
 QZ0605
 QZ0605.The orthometric height was scaled from a topographic map.
 QZ0605
 QZ0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0605
 QZ0605.The geoid height was determined by GEOID03.
 QZ0605
 QZ0605;                    North         East     Units Scale Factor Converg.
 QZ0605;SPC ID W     -   390,860.098   870,676.210   MT  0.99999473   +0 38 16.5
 QZ0605;SPC ID C     -   390,824.245   433,138.636   MT  1.00000232   -0 36 12.5
 QZ0605;UTM  11      - 5,005,351.283   668,860.193   MT  0.99995061   +1 31 29.8
 QZ0605
 QZ0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0605!SPC ID W     -   0.99958585  x   0.99999473  =   0.99958058
 QZ0605!SPC ID C     -   0.99958585  x   1.00000232  =   0.99958817
 QZ0605!UTM  11      -   0.99958585  x   0.99995061  =   0.99953648
 QZ0605
 QZ0605:                Primary Azimuth Mark                     Grid Az
 QZ0605:SPC ID W     -  CAIRN ON PAPOOSE PK                      037 20 24.0
 QZ0605:SPC ID C     -  CAIRN ON PAPOOSE PK                      038 34 53.0
 QZ0605:UTM  11      -  CAIRN ON PAPOOSE PK                      036 27 10.7
 QZ0605
 QZ0605|---------------------------------------------------------------------|
 QZ0605| PID    Reference Object                     Distance      Geod. Az  |
 QZ0605|                                                           dddmmss.s |
 QZ0605| CH6579 CAIRN ON PAPOOSE PK                                0375840.5 |
 QZ0605| CH6463 BLACK BUTTE RM 2                      7.263 METERS 05105     |
 QZ0605| QZ0581 LONG TOM LOOKOUT                    APPROX.33.4 KM 0534107.5 |
 QZ0605| QZ0598 MCGUIRE                             APPROX.19.6 KM 0921538.8 |
 QZ0605| QZ0609 HORSE MOUNTAIN LOOKOUT              APPROX. 6.2 KM 2021511.6 |
 QZ0605| QZ0610 HORSE MTN                           APPROX. 6.2 KM 2022509.6 |
 QZ0605| QZ0604 BLACK BUTTE LO CEN OF ALIDADE        12.387 METERS 22303     |
 QZ0605| CH6462 BLACK BUTTE RM 1                     13.704 METERS 25907     |
 QZ0605|---------------------------------------------------------------------|
 QZ0605
 QZ0605                          SUPERSEDED SURVEY CONTROL
 QZ0605
 QZ0605  NAD 83(1986)-  45 10 53.11243(N)    114 51 02.60122(W) AD(       ) 1
 QZ0605  NAD 27      -  45 10 53.41708(N)    114 50 59.25031(W) AD(       ) 1
 QZ0605
 QZ0605.Superseded values are not recommended for survey control.
 QZ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0605.See file dsdata.txt to determine how the superseded data were derived.
 QZ0605
 QZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL6886005351(NAD 83)
 QZ0605_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QZ0605_SETTING: 80 = SET IN A BOULDER
 QZ0605_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QZ0605
 QZ0605  HISTORY     - Date     Condition        Report By
 QZ0605  HISTORY     - 1935     MONUMENTED       CGS
 QZ0605  HISTORY     - 1938     SEE DESCRIPTION  CGS
 QZ0605  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QZ0605  HISTORY     - 1961     GOOD             USGS
 QZ0605
 QZ0605                          STATION DESCRIPTION
 QZ0605
 QZ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 QZ0605'IN THE IDAHO NATIONAL FOREST ON THE SOUTHERN PEAK OF A LONG
 QZ0605'RIDGE RUNNING APPROXIMATELY NORTH AND SOUTH, ON THE PEAK WITH
 QZ0605'THE U.S. FOREST SERVICE LOOKOUT (WHICH IS NOT A HOUSE BUT A
 QZ0605'MAP BOARD).  IT IS NOT THE HIGHEST POINT IN THE VICINITY, THE
 QZ0605'HIGHEST BEING PAPOOSE PEAK ABOUT 1-1/2 MILES NORTH.  THE PEAK
 QZ0605'IS A PILE OF BOULDERS, AND THE STATION IS LOCATED AT ITS
 QZ0605'HIGHEST POINT AT THE EASTERN END OF THE BOULDER PILE AND
 QZ0605'ABOUT MID-WAY ALONG THE RIDGE THAT FORMS THE HIGHEST POINT IN
 QZ0605'A NORTH AND SOUTH DIRECTION.
 QZ0605'
 QZ0605'TO REACH FROM COTTONWOOD BUTTE, GO BY TRAIL ABOUT 6 HOURS,
 QZ0605'OR FROM COLD MEADOWS RANGER STATION ABOUT 13 MILES BY TRAIL.
 QZ0605'
 QZ0605'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QZ0605'BOULDERS AS DESCRIBED IN NOTES 4 AND 12C RESPECTIVELY.  THERE
 QZ0605'IS NO UNDERGROUND MARK.
 QZ0605'
 QZ0605'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 QZ0605
 QZ0605                          STATION RECOVERY (1938)
 QZ0605
 QZ0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACT)
 QZ0605'IN THE IDAHO NATIONAL FOREST, ON BLACK BUTTE MOUNTAIN, ABOUT
 QZ0605'5-1/2 MILES, AIRLINE, DUE NORTH OF BIG CREEK, 9 MILES, AIRLINE,
 QZ0605'SOUTHEAST OF COLD MEADOWS LANDING FIELD, 13 MILES BY TRAIL
 QZ0605'FROM COLD MEADOWS, 4-1/2 MILES, AIRLINE, FROM THE WALLACE
 QZ0605'RANCH.
 QZ0605'
 QZ0605'TO REACH FROM EDWARDSBURG, GO EAST ON BIG CREEK TRAIL FOR
 QZ0605'ABOUT 28 MILES TO THE WALLACE RANCH, THENCE NORTH AND EAST
 QZ0605'UP COW CREEK FOR 2-1/2 MILES BY TRAIL, CONTINUE ON TRAIL TO TOP
 QZ0605'OF RIDGE FOR 6 MILES TO STATION.  HORSES CAN BE OBTAINED FROM
 QZ0605'THE MC COY RANCH ON MONUMENTAL CREEK.
 QZ0605'
 QZ0605'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BOULDER AND
 QZ0605'STAMPED BLACK BUTTE 1935.
 QZ0605'
 QZ0605'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN BOULDERS AND
 QZ0605'STAMPED BLACK BUTTE NO. 1 1935 AND BLACK BUTTE NO. 2 1935,
 QZ0605'RESPECTIVELY.
 QZ0605'
 QZ0605'HORSE MOUNTAIN LOOKOUT HOUSE 4 MILES SOUTHWEST OF STATION WAS
 QZ0605'USED FOR AN AZIMUTH.  THE ORIGINAL DESCRIPTION USED A CAIRN
 QZ0605'ON PAPOOSE PEAK, WHICH COULD NOT BE FOUND, NOR COULD A CAIRN
 QZ0605'BE FOUND EXCEPT ONE ON A PEAK IN THE SAME DIRECTION AND 15
 QZ0605'MILES DISTANT.
 QZ0605
 QZ0605                          STATION RECOVERY (1955)
 QZ0605
 QZ0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 QZ0605'THE STATION WAS NOT VISITED.  A CROSS BANNER SIGNAL IS IN
 QZ0605'PLACE OVER THE SITE DESCRIBED IN THE 1938 RECOVERY NOTE BY
 QZ0605'A.C.T.
 QZ0605'
 QZ0605'THE STATION CAN BEST BE REACHED FROM THE AIRSTRIP AT THE TAYLOR
 QZ0605'RANCH ON BIG CREEK AT THE MOUTH OF LEWIS CREEK, BY FOLLOWING
 QZ0605'THE TRAIL ALONG THE NORTH SIDE OF BIG CREEK FOR THREE MILES
 QZ0605'TO GOAT CREEK, THENCE NORTH ALONG THE GOAT CREEK TRAIL FOR
 QZ0605'11 MILES TO A FORK IN THE TRAIL AND A SIGN COW CREEK AND
 QZ0605'COYOTE SPRINGS.  BEAR LEFT AND GO SOUTHERLY FOR APPROXIMATELY
 QZ0605'1.6 MILES TO THE TOP OF THE RIDGE AND THE STATION SITE.  THIS
 QZ0605'TRAIL IS COMPLETELY BLOCKED BY FALLEN TIMBER AND AT LEAST
 QZ0605'1-1/2 HRS. IS REQUIRED TO WALK FROM THE FORKS TO THE STATION
 QZ0605'SITE.  THIS PARTY ATTEMPTED TO VISIT THE STATION BUT WAS
 QZ0605'TURNED BACK ON ACCOUNT OF APPROACHING DARKNESS.  HORSES ARE
 QZ0605'AVAILABLE AT THE AIRSTRIP.  A 6-1/2 HR. HORSE-BACK RIDE
 QZ0605'TO THE TRAIL FORKS.
 QZ0605'
 QZ0605'DUE TO HEAVY BUG KILL, CROSS COUNTRY TRAVEL IN THIS AREA IS
 QZ0605'VIRTUALLY IMPOSSIBLE ON HORSE-BACK, AS THE DOWNED TIMBER IS 3
 QZ0605'TO 5 FEET DEEP ON THE HIGHER SIDE HILLS, AND HAS CLOSED ALL
 QZ0605'BUT THE GOAT CREEK TRAIOL WHICH WAS OPENED BY THE FOREST
 QZ0605'SERVICE THIS SPRING.  LOCAL INFORMATION SHOULD BE OBTAINED
 QZ0605'AS TO WHICH TRAILS ARE OPEN BEFORE ATTEMPTING TO REACH THE
 QZ0605'STATION.  THIS INFORMATION CAN BEST BE OBTAINED FROM THE BIG
 QZ0605'CREEK RANGER STATION.
 QZ0605
 QZ0605                          STATION RECOVERY (1961)
 QZ0605
 QZ0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QZ0605'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 QZ0605'
 QZ0605'STATION MARK--A STANDARD BRONZE DISK SET IN A BOULDER AND STAMPED
 QZ0605'---BLACK BUTTE 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0711 ***********************************************************************
 QZ0711  DESIGNATION -  BLACK BUTTE
 QZ0711  PID         -  QZ0711
 QZ0711  STATE/COUNTY-  ID/IDAHO
 QZ0711  USGS QUAD   -  JOHNSON BUTTE (1989)
 QZ0711
 QZ0711                         *CURRENT SURVEY CONTROL
 QZ0711  ___________________________________________________________________
 QZ0711* NAD 83(1992)-  45 29 22.14091(N)    115 52 29.50576(W)     ADJUSTED  
 QZ0711* NAVD 88     -      2052.8    (meters)    6735.     (feet)  VERTCON   
 QZ0711  ___________________________________________________________________
 QZ0711  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 QZ0711  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 QZ0711
 QZ0711  HORZ ORDER  -  FIRST
 QZ0711
 QZ0711.The horizontal coordinates were established by classical geodetic methods
 QZ0711.and adjusted by the National Geodetic Survey in July 1992..
 QZ0711
 QZ0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0711
 QZ0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0711
 QZ0711.The geoid height was determined by GEOID03.
 QZ0711
 QZ0711;                    North         East     Units Scale Factor Converg.
 QZ0711;SPC ID W     -   424,709.639   790,239.807   MT  0.99993450   -0 05 20.6
 QZ0711;UTM  11      - 5,037,943.807   587,919.652   MT  0.99969504   +0 48 08.7
 QZ0711
 QZ0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0711!SPC ID W     -   0.99968067  x   0.99993450  =   0.99961519
 QZ0711!UTM  11      -   0.99968067  x   0.99969504  =   0.99937580
 QZ0711
 QZ0711:                Primary Azimuth Mark                     Grid Az
 QZ0711:SPC ID W     -  QUARTZITE LOOKOUT CABIN                  072 49 55.4
 QZ0711:UTM  11      -  QUARTZITE LOOKOUT CABIN                  071 56 26.1
 QZ0711
 QZ0711|---------------------------------------------------------------------|
 QZ0711| PID    Reference Object                     Distance      Geod. Az  |
 QZ0711|                                                           dddmmss.s |
 QZ0711| QZ0736 QUARTZITE LOOKOUT CABIN             APPROX.10.5 KM 0724434.8 |
 QZ0711| CH6464 BLACK BUTTE RM 1                     13.004 METERS 27733     |
 QZ0711| QZ0715 BLACK BUTTE LOOKOUT TOWER            15.910 METERS 29515     |
 QZ0711| QZ0714 FM W 1                               17.054 METERS 30419     |
 QZ0711| CH6465 BLACK BUTTE RM 2                     14.423 METERS 30707     |
 QZ0711|---------------------------------------------------------------------|
 QZ0711
 QZ0711                          SUPERSEDED SURVEY CONTROL
 QZ0711
 QZ0711  NAD 83(1986)-  45 29 22.14239(N)    115 52 29.50222(W) AD(       ) 1
 QZ0711  NAD 27      -  45 29 22.50557(N)    115 52 26.03193(W) AD(       ) 1
 QZ0711  NGVD 29 (07/19/86) 2051.5    (m)         6731.     (f) VERT ANG       
 QZ0711
 QZ0711.Superseded values are not recommended for survey control.
 QZ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0711.See file dsdata.txt to determine how the superseded data were derived.
 QZ0711
 QZ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL8792037944(NAD 83)
 QZ0711_MARKER: Z = SEE DESCRIPTION
 QZ0711_SETTING: 0 = UNSPECIFIED SETTING
 QZ0711
 QZ0711  HISTORY     - Date     Condition        Report By
 QZ0711  HISTORY     - 1945     MONUMENTED       CGS
 QZ0711
 QZ0711                          STATION DESCRIPTION
 QZ0711
 QZ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QZ0711'STATION IS LOCATED ABOUT 22 MILES ENE OF RIGGINS, ABOUT 4.2
 QZ0711'MILES NE OF THE MOUTH OF THE WIND RIVER, 3.5 MILES NW OF THE
 QZ0711'MOUTH OF SHEEP CREEK, 2.2 MILES N OF THE SALMON RIVER, AND
 QZ0711'52 FEET SE OF THE BLACK BUTTE FOREST SERVICE LOOKOUT TOWER.
 QZ0711'STATION IS ON THE SUMMIT OF BLACK BUTTE IN THE NEZPERCE NATIONAL
 QZ0711'FOREST.
 QZ0711'
 QZ0711'TO REACH FROM RIGGINS, GO S ON U.S. HIGHWAY 95 FOR 1.2 MILES,
 QZ0711'TURN LEFT, CROSS THE BRIDGE OVER THE LITTLE SALMON RIVER
 QZ0711'AND FOLLOW THE ROAD UP THE SALMON RIVER FOR 6.75 MILES,
 QZ0711'TURN LEFT, CROSS THE BRIDGE OVER THE SALMON RIVER AND CONTINUE
 QZ0711'ALONG THE N BANK OF THE SALMON RIVER FOR 8.0 MILES, CROSS THE
 QZ0711'BRIDGE OVER THE SALMON RIVER AND CONTINUE UP THE S BANK OF THE
 QZ0711'SALMON RIVER FOR 5.3 MILES TO A T-INTERSECTION AT THE MOUTH
 QZ0711'OF FRENCH CREEK, TAKE THE LEFT-HAND FORK AND CONTINUE UP THE
 QZ0711'RIVER FOR 5.2 MILES TO THE END OF TRUCK TRAVEL AT A
 QZ0711'CABLE-CAR CROSSING OVER THE SALMON RIVER.  FROM THIS POINT,
 QZ0711'CROSS THE RIVER BY MEANS OF THE CABLE CAR.  (IF HORSES ARE
 QZ0711'USED IT WILL BE NECESSARY TO SWIM THEM ACROSS THE RIVER JUST
 QZ0711'ABOVE THE CABLE CROSSING.) FROM THE N BANK OF THE SALMON
 QZ0711'RIVER, AT THE MOUTH OF WIND RIVER, PACK N ABOUT 200
 QZ0711'YARDS, CROSS OVER WIND RIVER AND FOLLOW THE TRAIL ALONG ITS E BANK
 QZ0711'FOR ABOUT 100 YARDS, THEN TURN RIGHT TO THE TOP OF THE FIRST LOW
 QZ0711'SADDLE WHICH IS ABOUT 250 YARDS N OF THE SALMON RIVER, FROM
 QZ0711'HERE CONTINUE N A SHORT DISTANCE TO AN OLD DITCH, CROSS THE
 QZ0711'DITCH AND TAKE THE LEFT-HAND TRAIL FOR ABOUT 50 YARDS, TAKE THE
 QZ0711'RIGHT FORK WHICH PASSES JUST TO THE RIGHT OF A LONE PINE
 QZ0711'TREE, FOLLOW THE TRAIL, NE, FOR ABOUT 2.0 MILES TO A SIGN
 QZ0711'READING MOUTH OF WIND RIVER 2 MILES.  TAKE THE RIGHT
 QZ0711'FORK AND FOLLOW THE TRAIL FOR ABOUT 4.0 MILES TO A SIGN
 QZ0711'READING BLACK BUTTE L.O. 1.5 MILES.* TURN SHARP AS PER THE
 QZ0711'SIGN AND FOLLOW THE TRAIL TO THE SUMMIT AND THE STATION.
 QZ0711'THIS IS ABOUT A 6-HOUR HORSE PACK.
 QZ0711'
 QZ0711'STATION MARK IS A BRONZE STATION DISK CEMENTED INTO A DRILL
 QZ0711'HOLE IN BEDROCK WHICH PROJECTS ABOUT 3 FEET.  DISK IS STAMPED
 QZ0711'BLACK BUTTE 1945.
 QZ0711'
 QZ0711'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED INTO A
 QZ0711'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  DISK IS
 QZ0711'SET ABOUT 6 FEET LOWER THAN THE STATION AND IS STAMPED BLACK
 QZ0711'BUTTE NO 1 1945.
 QZ0711'
 QZ0711'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED INTO
 QZ0711'A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 5 INCHES.  DISK IS
 QZ0711'SET ABOUT 6 FEET LOWER THAN THE STATION AND IS STAMPED BLACK
 QZ0711'BUTTE NO 2 1945.  THE MARK IS LOCATED 3 FEET NE OF THE NE CORNER
 QZ0711'OF THE LOOKOUT HOUSE.
 QZ0711'
 QZ0711'A U.S. DEPARTMENT OF AGRICULTURE DISK IS LOCATED 3 FEET NE
 QZ0711'OF THE NE CORNER OF THE LOOKOUT HOUSE.  THE DISK IS CAST WITH
 QZ0711'THE WORDS U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE AND
 QZ0711'IS STAMPED F M W 1 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1315 ***********************************************************************
 OH1315  DESIGNATION -  BLACK BUTTE CAIRN
 OH1315  PID         -  OH1315
 OH1315  STATE/COUNTY-  ID/ELMORE
 OH1315  USGS QUAD   -  JACKASS BUTTE (1992)
 OH1315
 OH1315                         *CURRENT SURVEY CONTROL
 OH1315  ___________________________________________________________________
 OH1315* NAD 83(1992)-  43 04 46.35568(N)    116 10 37.29468(W)     ADJUSTED  
 OH1315* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 OH1315  ___________________________________________________________________
 OH1315  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 OH1315  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 OH1315
 OH1315  HORZ ORDER  -  SECOND
 OH1315
 OH1315.The horizontal coordinates were established by classical geodetic methods
 OH1315.and adjusted by the National Geodetic Survey in July 1992..
 OH1315
 OH1315.The orthometric height was scaled from a topographic map.
 OH1315
 OH1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1315
 OH1315.The geoid height was determined by GEOID03.
 OH1315
 OH1315;                    North         East     Units Scale Factor Converg.
 OH1315;SPC ID W     -   157,021.136   765,227.108   MT  0.99994820   -0 17 30.0
 OH1315;UTM  11      - 4,769,976.629   566,992.794   MT  0.99965521   +0 33 43.6
 OH1315
 OH1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1315!SPC ID W     -   0.99985213  x   0.99994820  =   0.99980033
 OH1315!UTM  11      -   0.99985213  x   0.99965521  =   0.99950739
 OH1315
 OH1315                          SUPERSEDED SURVEY CONTROL
 OH1315
 OH1315  NAD 83(1986)-  43 04 46.35627(N)    116 10 37.29019(W) AD(       ) 2
 OH1315  NAD 27      -  43 04 46.75058(N)    116 10 33.92467(W) AD(       ) 2
 OH1315
 OH1315.Superseded values are not recommended for survey control.
 OH1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1315.See file dsdata.txt to determine how the superseded data were derived.
 OH1315
 OH1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH6699369977(NAD 83)
 OH1315
 OH1315  HISTORY     - Date     Condition        Report By
 OH1315  HISTORY     - 1944     MONUMENTED       CGS
 OH1315
 OH1315                          STATION DESCRIPTION
 OH1315
 OH1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH1315'SEE STATION BLACK BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0604 ***********************************************************************
 QZ0604  DESIGNATION -  BLACK BUTTE LO CEN OF ALIDADE
 QZ0604  PID         -  QZ0604
 QZ0604  STATE/COUNTY-  ID/VALLEY
 QZ0604  USGS QUAD   -  PAPOOSE PEAK (1962)
 QZ0604
 QZ0604                         *CURRENT SURVEY CONTROL
 QZ0604  ___________________________________________________________________
 QZ0604* NAD 83(1992)-  45 10 52.81833(N)    114 51 02.99436(W)     ADJUSTED  
 QZ0604* NAVD 88     -      2657.     (meters)    8717.     (feet)  SCALED    
 QZ0604  ___________________________________________________________________
 QZ0604  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 QZ0604  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 QZ0604
 QZ0604  HORZ ORDER  -  THIRD
 QZ0604
 QZ0604.The horizontal coordinates were established by classical geodetic methods
 QZ0604.and adjusted by the National Geodetic Survey in July 1992..
 QZ0604
 QZ0604.The orthometric height was scaled from a topographic map.
 QZ0604
 QZ0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0604
 QZ0604.The geoid height was determined by GEOID03.
 QZ0604
 QZ0604;                    North         East     Units Scale Factor Converg.
 QZ0604;SPC ID W     -   390,850.952   870,667.856   MT  0.99999472   +0 38 16.2
 QZ0604;SPC ID C     -   390,815.282   433,130.086   MT  1.00000233   -0 36 12.8
 QZ0604;UTM  11      - 5,005,342.009   668,851.982   MT  0.99995057   +1 31 29.5
 QZ0604
 QZ0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0604!SPC ID W     -   0.99958585  x   0.99999472  =   0.99958057
 QZ0604!SPC ID C     -   0.99958585  x   1.00000233  =   0.99958818
 QZ0604!UTM  11      -   0.99958585  x   0.99995057  =   0.99953644
 QZ0604
 QZ0604                          SUPERSEDED SURVEY CONTROL
 QZ0604
 QZ0604  NAD 83(1986)-  45 10 52.81919(N)    114 51 02.98851(W) AD(       ) 4
 QZ0604  NAD 27      -  45 10 53.12400(N)    114 50 59.63700(W) AD(       ) 3
 QZ0604
 QZ0604.Superseded values are not recommended for survey control.
 QZ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0604.See file dsdata.txt to determine how the superseded data were derived.
 QZ0604
 QZ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL6885205342(NAD 83)
 QZ0604
 QZ0604  HISTORY     - Date     Condition        Report By
 QZ0604  HISTORY     - 1935     MONUMENTED       CGS
 QZ0604
 QZ0604                          STATION DESCRIPTION
 QZ0604
 QZ0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QZ0604'SEE STATION BLACK BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0715 ***********************************************************************
 QZ0715  DESIGNATION -  BLACK BUTTE LOOKOUT TOWER
 QZ0715  PID         -  QZ0715
 QZ0715  STATE/COUNTY-  ID/IDAHO
 QZ0715  USGS QUAD   -  JOHNSON BUTTE (1989)
 QZ0715
 QZ0715                         *CURRENT SURVEY CONTROL
 QZ0715  ___________________________________________________________________
 QZ0715* NAD 83(1992)-  45 29 22.36079(N)    115 52 30.16842(W)     ADJUSTED  
 QZ0715* NAVD 88     -      2053.     (meters)    6736.     (feet)  SCALED    
 QZ0715  ___________________________________________________________________
 QZ0715  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 QZ0715  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 QZ0715
 QZ0715  HORZ ORDER  -  THIRD
 QZ0715
 QZ0715.The horizontal coordinates were established by classical geodetic methods
 QZ0715.and adjusted by the National Geodetic Survey in July 1992..
 QZ0715
 QZ0715.The orthometric height was scaled from a topographic map.
 QZ0715
 QZ0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0715
 QZ0715.The geoid height was determined by GEOID03.
 QZ0715
 QZ0715;                    North         East     Units Scale Factor Converg.
 QZ0715;SPC ID W     -   424,716.449   790,225.429   MT  0.99993451   -0 05 21.0
 QZ0715;UTM  11      - 5,037,950.392   587,905.173   MT  0.99969500   +0 48 08.2
 QZ0715
 QZ0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0715!SPC ID W     -   0.99968059  x   0.99993451  =   0.99961512
 QZ0715!UTM  11      -   0.99968059  x   0.99969500  =   0.99937568
 QZ0715
 QZ0715                          SUPERSEDED SURVEY CONTROL
 QZ0715
 QZ0715  NAD 83(1986)-  45 29 22.36227(N)    115 52 30.16486(W) AD(       ) 4
 QZ0715  NAD 27      -  45 29 22.72547(N)    115 52 26.69455(W) AD(       ) 3
 QZ0715
 QZ0715.Superseded values are not recommended for survey control.
 QZ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0715.See file dsdata.txt to determine how the superseded data were derived.
 QZ0715
 QZ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL8790537950(NAD 83)
 QZ0715
 QZ0715  HISTORY     - Date     Condition        Report By
 QZ0715  HISTORY     - 1945     MONUMENTED       CGS
 QZ0715
 QZ0715                          STATION DESCRIPTION
 QZ0715
 QZ0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QZ0715'STATION IS THE CENTER OF THE U.S. FOREST SERVICE LOOKOUT
 QZ0715'CABIN WHICH IS LOCATED ON THE SUMMIT OF BLACK BUTTE IN THE
 QZ0715'NEZPERCE NATIONAL FOREST, ABOUT 22 MILES ENE OF RIGGINS, ABOUT
 QZ0715'4.2 MILES NE OF THE MOUTH OF WIND RIVER, 3.5 MILES NW OF THE
 QZ0715'MOUTH OF SHEEP CREEK, 2.2 MILES N OF THE SALMON RIVER, AND 52
 QZ0715'FEET NW OF TRIANGULATION STATION BLACK BUTTE.
 QZ0715'
 QZ0715'THIS STATION WAS LOCATED BY DISTANCE AND DIRECTIONS FROM
 QZ0715'TRIANGULATION STATION BLACK BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0986 ***********************************************************************
 OY0986  DESIGNATION -  BLACK CAP RESET
 OY0986  PID         -  OY0986
 OY0986  STATE/COUNTY-  ID/BUTTE
 OY0986  USGS QUAD   -  GROUSE (1991)
 OY0986
 OY0986                         *CURRENT SURVEY CONTROL
 OY0986  ___________________________________________________________________
 OY0986* NAD 83(1992)-  43 39 38.59055(N)    113 36 42.67453(W)     ADJUSTED  
 OY0986* NAVD 88     -      2006.5    (meters)    6583.     (feet)  VERTCON   
 OY0986  ___________________________________________________________________
 OY0986  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 OY0986  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 OY0986
 OY0986  HORZ ORDER  -  THIRD
 OY0986
 OY0986.The horizontal coordinates were established by classical geodetic methods
 OY0986.and adjusted by the National Geodetic Survey in July 1992..
 OY0986
 OY0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0986
 OY0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0986
 OY0986.The geoid height was determined by GEOID03.
 OY0986
 OY0986;                    North         East     Units Scale Factor Converg.
 OY0986;SPC ID C     -   221,573.310   531,306.928   MT  0.99995942   +0 16 04.7
 OY0986;UTM  12      - 4,837,505.917   289,403.820   MT  1.00014555   -1 48 13.9
 OY0986
 OY0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0986!SPC ID C     -   0.99968733  x   0.99995942  =   0.99964676
 OY0986!UTM  12      -   0.99968733  x   1.00014555  =   0.99983283
 OY0986
 OY0986:                Primary Azimuth Mark                     Grid Az
 OY0986:SPC ID C     -  CRAWFORD                                 057 43 51.4
 OY0986:UTM  12      -  CRAWFORD                                 059 48 10.0
 OY0986
 OY0986|---------------------------------------------------------------------|
 OY0986| PID    Reference Object                     Distance      Geod. Az  |
 OY0986|                                                           dddmmss.s |
 OY0986| OY0935 CRAWFORD                            APPROX.13.2 KM 0575956.1 |
 OY0986| CN3996 BLACK CAP RM 2 CROSS                  4.392 METERS 07453     |
 OY0986| CN3995 BLACK CAP RM 1                       11.153 METERS 35910     |
 OY0986|---------------------------------------------------------------------|
 OY0986
 OY0986                          SUPERSEDED SURVEY CONTROL
 OY0986
 OY0986  NAD 83(1986)-  43 39 38.58741(N)    113 36 42.66648(W) AD(       ) 3
 OY0986  NAD 27      -  43 39 38.94716(N)    113 36 39.57493(W) AD(       ) 3
 OY0986  NGVD 29 (07/19/86) 2005.3    (m)         6579.     (f) VERT ANG       
 OY0986
 OY0986.Superseded values are not recommended for survey control.
 OY0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0986.See file dsdata.txt to determine how the superseded data were derived.
 OY0986
 OY0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP8940437506(NAD 83)
 OY0986_MARKER: N = NAIL
 OY0986_SETTING: 66 = SET IN ROCK OUTCROP
 OY0986_SP_SET: PARTIALLY EXPOSED BEDROCK
 OY0986
 OY0986  HISTORY     - Date     Condition        Report By
 OY0986  HISTORY     - 1915     MONUMENTED       USGS
 OY0986  HISTORY     - 1959     GOOD             USGS
 OY0986
 OY0986                          STATION DESCRIPTION
 OY0986
 OY0986'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 OY0986'STATION MARK--LARGE NAIL DRIVEN BETWEEN ROCKS CENTERED UNDER
 OY0986'LARGE MONUMENT.
 OY0986'
 OY0986'NOTE--NOT OBSERVED BY 3RD ORDER METHODS.
 OY0986
 OY0986                          STATION RECOVERY (1959)
 OY0986
 OY0986'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 OY0986'RECOVERED AS DESCRIBED.
 OY0986'
 OY0986'LOCATED ON LOW GRASSY PEAK ON EAST SIDE OF MOUTH OF DRY FORK OF
 OY0986'ANTELOPE CREEK VALLEY.
 OY0986'
 OY0986'TO REACH FROM DARLINGTON POST OFFICE DRIVE 2.4 MI S. ON ALTERNATE
 OY0986'U.S. HWY. 93 TO T-RD.  TURN RIGHT FOLLOWING MAIN-TRAVELED RD. AS
 OY0986'PER SIGN ANTELOPE GUARD STATION 10.5 MI TO Y-RD. FORK.  TAKE
 OY0986'LEFT FORK FOLLOWING MAIN-TRAVELED RD. 4.3 MI TO T-RD.  TURN LEFT
 OY0986'AS PER SIGN DRY FORK RD. FOLLOWING MAIN-TRAVELED RD. 1.6 MI TO
 OY0986'Y-RD. FORK JUST AFTER CROSSING CATTLEGUARD.  TURN LEFT ON OLD RD.
 OY0986'0.1 MI.  TURN LEFT THROUGH GATE FOLLOWING DIM RD. 0.2 MI.  TURN
 OY0986'RIGHT CROSS-COUNTRY 0.2 MI TO END OF TRUCK TRAVEL.  WALK NE. TO
 OY0986'SMALL PROMINENT BLACK-CAPPED ROCK AND STATION.  A 20-MINUTE PACK.
 OY0986'
 OY0986'STATION MARK--STANDARD TABLET STAMPED---BLACK CAP 1915 1959---
 OY0986'CEMENTED IN SOLID ROCK 0.5 FT BELOW THE GROUND IN EXACT LOCATION
 OY0986'OF 1915 NAIL.
 OY0986'
 OY0986'RM 1--STANDARD TABLET STAMPED---NO 1 1959---, CEMENTED IN BEDROCK.
 OY0986'
 OY0986'RM 2--CHISELED CROSS IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0903 ***********************************************************************
 RY0903  DESIGNATION -  BLACK LEAD
 RY0903  PID         -  RY0903
 RY0903  STATE/COUNTY-  ID/CLEARWATER
 RY0903  USGS QUAD   -  RHODES PEAK (1994)
 RY0903
 RY0903                         *CURRENT SURVEY CONTROL
 RY0903  ___________________________________________________________________
 RY0903* NAD 83(1992)-  46 38 22.04494(N)    114 51 03.81351(W)     ADJUSTED  
 RY0903* NAVD 88     -      2231.8    (meters)    7322.     (feet)  VERTCON   
 RY0903  ___________________________________________________________________
 RY0903  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 RY0903  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 RY0903
 RY0903  HORZ ORDER  -  THIRD
 RY0903
 RY0903.The horizontal coordinates were established by classical geodetic methods
 RY0903.and adjusted by the National Geodetic Survey in July 1992..
 RY0903
 RY0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0903
 RY0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0903
 RY0903.The geoid height was determined by GEOID03.
 RY0903
 RY0903;                    North         East     Units Scale Factor Converg.
 RY0903;SPC ID W     -   552,908.585   868,823.641   MT  0.99999153   +0 39 13.0
 RY0903;UTM  11      - 5,167,342.463   664,468.046   MT  0.99993249   +1 33 45.8
 RY0903
 RY0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0903!SPC ID W     -   0.99965262  x   0.99999153  =   0.99964415
 RY0903!UTM  11      -   0.99965262  x   0.99993249  =   0.99958513
 RY0903
 RY0903:                Primary Azimuth Mark                     Grid Az
 RY0903:SPC ID W     -  KELLYS FINGER                            009 26 26.3
 RY0903:UTM  11      -  KELLYS FINGER                            008 31 53.5
 RY0903
 RY0903|---------------------------------------------------------------------|
 RY0903| PID    Reference Object                     Distance      Geod. Az  |
 RY0903|                                                           dddmmss.s |
 RY0903| RY0902 KELLYS FINGER                       APPROX. 5.4 KM 0100539.3 |
 RY0903|---------------------------------------------------------------------|
 RY0903
 RY0903                          SUPERSEDED SURVEY CONTROL
 RY0903
 RY0903  NAD 83(1986)-  46 38 22.05596(N)    114 51 03.81427(W) AD(       ) 3
 RY0903  NAD 27      -  46 38 22.35139(N)    114 51 00.38804(W) AD(       ) 3
 RY0903  NGVD 29 (07/19/86) 2230.5    (m)         7318.     (f) VERT ANG       
 RY0903
 RY0903.Superseded values are not recommended for survey control.
 RY0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0903.See file dsdata.txt to determine how the superseded data were derived.
 RY0903
 RY0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM6446867342(NAD 83)
 RY0903
 RY0903  HISTORY     - Date     Condition        Report By
 RY0903  HISTORY     - 1959     MONUMENTED       USFS
 RY0903  HISTORY     - 1966     GOOD             USGS
 RY0903
 RY0903                          STATION DESCRIPTION
 RY0903
 RY0903'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0903'LOCATED ABOUT 12 MI. (AIRLINE) NW. OF POWELL RANGER STATION, ABOUT
 RY0903'4 MI. SW. OF RHODES PEAK, ON A BROAD TOP KNOWN AS BLACKLEAD
 RY0903'MOUNTAIN.
 RY0903'
 RY0903'TO REACH FROM POWELL RANGER STATION, DRIVE TO HIGHWAY 12, THENCE E.
 RY0903'ON HIGHWAY ABOUT 0.2 MI. TO THE LOLO DIVIDE RD., DRIVE N. ON THE
 RY0903'LOLO DIVIDE RD. ABOUT 28 MI. TO A TURNOFF TO BLACKLEAD MOUNTAIN,
 RY0903'CONTINUE UPHILL ABOUT 2 MI. TO TOP AND STATION.
 RY0903'
 RY0903'STATION MARK--A USFS BRASS TABLET STAMPED---BLACK LEAD 1959---
 RY0903'CEMENTED IN A ROCK AT THE CENTER OF A DISMANTLED LOOKOUT TOWER.
 RY0903'
 RY0903'REFERENCE MARK NO. 1--A USGS STANDARD REFERENCE MARK DISK STAMPED
 RY0903'---RM NO 1 1966--- CEMENTED IN A CONCRETE CORNER FOUNDATION POST,
 RY0903'13.18 FT. FROM STATION MARK, S 29 DEG 58 MIN E.
 RY0903'
 RY0903'REFERENCE MARK NO. 2--A USGS STANDARD REFERENCE MARK DISK STAMPED
 RY0903'---RM NO 2 1966--- CEMENTED IN A CONCRETE CORNER FOUNDATION POST,
 RY0903'14.10 FT. FROM STATION MARK, N 37 DEG 43 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0926 ***********************************************************************
 TO0926  DESIGNATION -  BLACK MOUNTAIN LOOKOUT TOWER
 TO0926  PID         -  TO0926
 TO0926  STATE/COUNTY-  ID/BOUNDARY
 TO0926  USGS QUAD   -  TWENTYMILE CREEK (1996)
 TO0926
 TO0926                         *CURRENT SURVEY CONTROL
 TO0926  ___________________________________________________________________
 TO0926* NAD 83(1992)-  48 36 37.36192(N)    116 15 27.73957(W)     ADJUSTED  
 TO0926* NAVD 88     -                                                        
 TO0926  ___________________________________________________________________
 TO0926  LAPLACE CORR-          13.35  (seconds)                    DEFLEC99
 TO0926  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 TO0926
 TO0926  HORZ ORDER  -  THIRD
 TO0926
 TO0926.The horizontal coordinates were established by classical geodetic methods
 TO0926.and adjusted by the National Geodetic Survey in July 1992..
 TO0926
 TO0926
 TO0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0926
 TO0926.The geoid height was determined by GEOID03.
 TO0926
 TO0926;                    North         East     Units Scale Factor Converg.
 TO0926;SPC ID W     -   771,758.839   762,563.937   MT  0.99995055   -0 22 51.2
 TO0926;UTM  11      - 5,384,410.771   554,715.331   MT  0.99963678   +0 33 24.9
 TO0926
 TO0926                          SUPERSEDED SURVEY CONTROL
 TO0926
 TO0926  NAD 83(1986)-  48 36 37.37301(N)    116 15 27.73742(W) AD(       ) 4
 TO0926  NAD 27      -  48 36 37.60392(N)    116 15 24.05866(W) AD(       ) 3
 TO0926
 TO0926.Superseded values are not recommended for survey control.
 TO0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0926.See file dsdata.txt to determine how the superseded data were derived.
 TO0926
 TO0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5471584411(NAD 83)
 TO0926
 TO0926  HISTORY     - Date     Condition        Report By
 TO0926  HISTORY     - 1964     MONUMENTED       CGS
 TO0926
 TO0926                          STATION DESCRIPTION
 TO0926
 TO0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO0926'THE STATION IS THE APEX OF THE BLACK MT., LOOKOUT TOWER LOCATED
 TO0926'ON THE SUMMIT OF BLACK MOUNTAIN, ABOUT 6 MILES SOUTHEAST OF
 TO0926'BONNERS FERRY.  THE STRUCTURE IS BUILT OF WOOD AND IS ABOUT
 TO0926'50 FEET HIGH.
 TO0926'
 TO0926'NOTE--THIS STATION IS NEAR THE LOCATION OF INTERSECTION STATION
 TO0926'BLACK MOUNTAIN LOOKOUT 1936 WHICH HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0693 ***********************************************************************
 QA0693  DESIGNATION -  BLACK MTN
 QA0693  PID         -  QA0693
 QA0693  STATE/COUNTY-  ID/CUSTER
 QA0693  USGS QUAD   -  BLACK MTN (1963)
 QA0693
 QA0693                         *CURRENT SURVEY CONTROL
 QA0693  ___________________________________________________________________
 QA0693* NAD 83(1992)-  44 50 27.15688(N)    114 20 39.61373(W)     ADJUSTED  
 QA0693* NAVD 88     -      2900.3    (meters)    9515.     (feet)  VERTCON   
 QA0693  ___________________________________________________________________
 QA0693  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 QA0693  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 QA0693
 QA0693  HORZ ORDER  -  THIRD
 QA0693
 QA0693.The horizontal coordinates were established by classical geodetic methods
 QA0693.and adjusted by the National Geodetic Survey in July 1992..
 QA0693
 QA0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0693
 QA0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0693
 QA0693.The geoid height was determined by GEOID03.
 QA0693
 QA0693;                    North         East     Units Scale Factor Converg.
 QA0693;SPC ID C     -   352,686.587   472,776.495   MT  0.99995648   -0 14 34.1
 QA0693;UTM  11      - 4,968,705.210   709,885.902   MT  1.00014173   +1 52 23.9
 QA0693
 QA0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0693!SPC ID C     -   0.99954748  x   0.99995648  =   0.99950398
 QA0693!UTM  11      -   0.99954748  x   1.00014173  =   0.99968914
 QA0693
 QA0693:                Primary Azimuth Mark                     Grid Az
 QA0693:SPC ID C     -  TAYLOR                                   064 19 58.5
 QA0693:UTM  11      -  TAYLOR                                   062 13 00.5
 QA0693
 QA0693|---------------------------------------------------------------------|
 QA0693| PID    Reference Object                     Distance      Geod. Az  |
 QA0693|                                                           dddmmss.s |
 QA0693| QA0676 TAYLOR                              APPROX.11.3 KM 0640524.4 |
 QA0693|---------------------------------------------------------------------|
 QA0693
 QA0693                          SUPERSEDED SURVEY CONTROL
 QA0693
 QA0693  NAD 83(1986)-  44 50 27.15629(N)    114 20 39.60874(W) AD(       ) 3
 QA0693  NAD 27      -  44 50 27.43478(N)    114 20 36.35103(W) AD(       ) 3
 QA0693  NGVD 29 (07/19/86) 2898.7    (m)         9510.     (f) VERT ANG       
 QA0693
 QA0693.Superseded values are not recommended for survey control.
 QA0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0693.See file dsdata.txt to determine how the superseded data were derived.
 QA0693
 QA0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK0988668705(NAD 83)
 QA0693_MARKER: X = CHISELED CROSS
 QA0693_SETTING: 80 = SET IN A BOULDER
 QA0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0693+STABILITY: SURFACE MOTION
 QA0693
 QA0693  HISTORY     - Date     Condition        Report By
 QA0693  HISTORY     - 1915     MONUMENTED       USGS
 QA0693  HISTORY     - 1961     MARK NOT FOUND   USGS
 QA0693
 QA0693                          STATION DESCRIPTION
 QA0693
 QA0693'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 QA0693'LOCATED ABOUT 10 MI SE. OF FORNEY, 4 MI SE. OF RABBITFOOT MINE,
 QA0693'4 MI S. OF RANGER STATION ON PANTHER CREEK AT MOUTH OF OPAL LAKE
 QA0693'CREEK.  ON HIGH ROCKY PEAK ON MAIN DIVIDE.  FORNEY-CHALLIS WAGON
 QA0693'ROAD PASSES OVER MAIN DIVIDE BETWEEN PANTHER AND MORGAN CREEKS
 QA0693'ABOUT 4 MI NE. OF PEAK.
 QA0693'
 QA0693'NO TO REACH GIVEN.
 QA0693'
 QA0693'STATION MARK--CHISELED CROSS ON ROCK UNDER MONUMENT.
 QA0693'
 QA0693'RM 1--STANDARD TABLET IN SOLID ROCK NW.
 QA0693
 QA0693                          STATION RECOVERY (1961)
 QA0693
 QA0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QA0693'DESCRIBED.  CHISELED CROSS NOT FOUND.  RM TABLET
 QA0693'USED AS STATION MARK.  STATION REACHED BY HELICOPTER.
 QA0693'
 QA0693'STATION MARK--STANDARD TABLET, UNSTAMPED, IN SOLID ROCK, 3 FT
 QA0693'LOWER THAN HIGHEST POINT OF TOP.
 QA0693'
 QA0693'RM 1--DRILL HOLE IN ROCK ENE.
 QA0693'
 QA0693'RM 2--CHISELED CROSS ON ROCK OUTCROP SSW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0971 ***********************************************************************
 RY0971  DESIGNATION -  BLACK MTN
 RY0971  PID         -  RY0971
 RY0971  STATE/COUNTY-  ID/CLEARWATER
 RY0971  USGS QUAD   -  MALLARD PEAK (1994)
 RY0971
 RY0971                         *CURRENT SURVEY CONTROL
 RY0971  ___________________________________________________________________
 RY0971* NAD 83(1992)-  46 52 44.18974(N)    115 33 06.48427(W)     ADJUSTED  
 RY0971* NAVD 88     -      2158.6    (meters)    7082.     (feet)  VERTCON   
 RY0971  ___________________________________________________________________
 RY0971  LAPLACE CORR-           9.98  (seconds)                    DEFLEC99
 RY0971  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 RY0971
 RY0971  HORZ ORDER  -  SECOND
 RY0971
 RY0971.The horizontal coordinates were established by classical geodetic methods
 RY0971.and adjusted by the National Geodetic Survey in July 1992..
 RY0971
 RY0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0971
 RY0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0971
 RY0971.The geoid height was determined by GEOID03.
 RY0971
 RY0971;                    North         East     Units Scale Factor Converg.
 RY0971;SPC ID W     -   579,155.918   815,107.214   MT  0.99993614   +0 08 40.8
 RY0971;UTM  11      - 5,192,729.487   610,347.829   MT  0.99974966   +1 03 25.8
 RY0971
 RY0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0971!SPC ID W     -   0.99966424  x   0.99993614  =   0.99960040
 RY0971!UTM  11      -   0.99966424  x   0.99974966  =   0.99941399
 RY0971
 RY0971:                Primary Azimuth Mark                     Grid Az
 RY0971:SPC ID W     -  1 325 A                                  023 53 52.5
 RY0971:UTM  11      -  1 325 A                                  022 59 07.5
 RY0971
 RY0971|---------------------------------------------------------------------|
 RY0971| PID    Reference Object                     Distance      Geod. Az  |
 RY0971|                                                           dddmmss.s |
 RY0971| RY0922 1 325 A                             APPROX.13.2 KM 0240233.3 |
 RY0971| RY0973 BLACK MTN LOOKOUT HOUSE               8.301 METERS 08244     |
 RY0971| CH6471 BLACK MTN RM 1                        4.260 METERS 12705     |
 RY0971| CH6472 BLACK MTN RM 2                        6.220 METERS 24931     |
 RY0971|---------------------------------------------------------------------|
 RY0971
 RY0971                          SUPERSEDED SURVEY CONTROL
 RY0971
 RY0971  NAD 83(1986)-  46 52 44.19315(N)    115 33 06.48325(W) AD(       ) 2
 RY0971  NAD 27      -  46 52 44.52240(N)    115 33 02.94220(W) AD(       ) 2
 RY0971  NGVD 29 (07/19/86) 2157.4    (m)         7078.     (f) VERT ANG       
 RY0971
 RY0971.Superseded values are not recommended for survey control.
 RY0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0971.See file dsdata.txt to determine how the superseded data were derived.
 RY0971
 RY0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM1034892729(NAD 83)
 RY0971_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RY0971_SETTING: 80 = SET IN A BOULDER
 RY0971_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RY0971
 RY0971  HISTORY     - Date     Condition        Report By
 RY0971  HISTORY     - 1959     MONUMENTED       CGS
 RY0971  HISTORY     - 1969     GOOD             USGS
 RY0971
 RY0971                          STATION DESCRIPTION
 RY0971
 RY0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0971'STATION IS LOCATED NEAR THE SITE OF THE BLACK MTN. LOOKOUT
 RY0971'HOUSE, ABOUT 150 FEET WEST OF THE HIGHEST POINT OF BLACK MTN.,
 RY0971'ABOUT 16-1/2 MILES NORTH AND 12 MILES EAST OF HEADQUARTERS,
 RY0971'1-3/4 MILES NORTH AND 3 MILES EAST OF THE CONFLUENCE OF THE
 RY0971'NORTH FORK OF THE CLEARWATER RIVER AND BEAVER CREEK AND 1-1/2
 RY0971'MILES NORTH AND 1-1/4 MILES EAST OF THE CANYON RANGER STATION
 RY0971'ON THE NORTH FORK OF THE CLEARWATER RIVER, IN THE WEST-CENTRAL
 RY0971'PART OF SECTION 26, T 41 N, R 7 E.
 RY0971'
 RY0971'THIS STATION WAS REACHED BY HELICOPTER FROM LARSONS BAR LANDING
 RY0971'STRIP BUT THERE IS A FOREST SERVICE TRAIL LEADING FROM CANYON
 RY0971'RANGER STATION NORTHEASTERLY TO THE LOOKOUT HOUSE.
 RY0971'
 RY0971'THE STATION MARK IS A STANDARD DISK, STAMPED BLACK MTN 1959,
 RY0971'CEMENTED IN A DRILL HOLE IN A 5 X 8 FOOT BOULDER PROJECTING
 RY0971'1-1/2 FEET.  IT IS 25 FEET NORTHWEST OF THE SOUTH CORNER OF
 RY0971'THE LOOKOUT HOUSE, 5.5 FEET EAST OF THE HIGHEST POINT OF A
 RY0971'LARGE BOULDER WHICH SLANTS TO A SHARP POINT ON THE WEST END
 RY0971'AND 18.7 FEET WEST-SOUTHWEST OF THE WEST CORNER OF THE LOOKOUT
 RY0971'HOUSE.
 RY0971'
 RY0971'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACK MTN NO 1
 RY0971'1959, CEMENTED IN A DRILL HOLE IN A 5 X 10 FOOT BOULDER PROJECTING
 RY0971'3 FEET.  IT IS 13.3 FEET WEST-NORTHWEST OF THE SOUTH CORNER
 RY0971'OF THE LOOKOUT HOUSE AND 16 FEET SOUTH OF THE WEST CORNER OF
 RY0971'THE LOOKOUT HOUSE.
 RY0971'
 RY0971'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLACK MTN NO 2
 RY0971'1959, CEMENTED IN A DRILL HOLE IN A 6 X 11 FOOT BOULDER PROJECTING
 RY0971'ABOUT 5 FEET.  IT IS 43 FEET WEST-NORTH WEST OF THE SOUTH
 RY0971'CORNER OF THE LOOKOUT HOUSE AND 39 FEET WEST-SOUTHWEST OF THE
 RY0971'WEST CORNER OF THE LOOKOUT HOUSE.
 RY0971'
 RY0971'A TRAVERSE CONNECTION WAS MADE TO THE TOP-CENTER OF THE LOOKOUT
 RY0971'HOUSE.
 RY0971
 RY0971                          STATION RECOVERY (1969)
 RY0971
 RY0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RY0971'RECOVERED AS DESCRIBED.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0929 ***********************************************************************
 TO0929  DESIGNATION -  BLACK MTN
 TO0929  PID         -  TO0929
 TO0929  STATE/COUNTY-  ID/BOUNDARY
 TO0929  USGS QUAD   -  TWENTYMILE CREEK (1996)
 TO0929
 TO0929                         *CURRENT SURVEY CONTROL
 TO0929  ___________________________________________________________________
 TO0929* NAD 83(1992)-  48 36 36.90325(N)    116 15 27.79232(W)     ADJUSTED  
 TO0929* NAVD 88     -      1859.4    (meters)    6100.     (feet)  VERTCON   
 TO0929  ___________________________________________________________________
 TO0929  LAPLACE CORR-          13.34  (seconds)                    DEFLEC99
 TO0929  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 TO0929
 TO0929  HORZ ORDER  -  THIRD
 TO0929
 TO0929.The horizontal coordinates were established by classical geodetic methods
 TO0929.and adjusted by the National Geodetic Survey in July 1992..
 TO0929
 TO0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0929
 TO0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0929
 TO0929.The geoid height was determined by GEOID03.
 TO0929
 TO0929;                    North         East     Units Scale Factor Converg.
 TO0929;SPC ID W     -   771,744.679   762,562.762   MT  0.99995055   -0 22 51.3
 TO0929;UTM  11      - 5,384,396.598   554,714.389   MT  0.99963678   +0 33 24.8
 TO0929
 TO0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0929!SPC ID W     -   0.99971123  x   0.99995055  =   0.99966179
 TO0929!UTM  11      -   0.99971123  x   0.99963678  =   0.99934811
 TO0929
 TO0929:                Primary Azimuth Mark                     Grid Az
 TO0929:SPC ID W     -  DOUST                                    081 08 49.8
 TO0929:UTM  11      -  DOUST                                    080 12 33.7
 TO0929
 TO0929|---------------------------------------------------------------------|
 TO0929| PID    Reference Object                     Distance      Geod. Az  |
 TO0929|                                                           dddmmss.s |
 TO0929| TO0916 DOUST                               APPROX. 2.8 KM 0804558.5 |
 TO0929|---------------------------------------------------------------------|
 TO0929
 TO0929                          SUPERSEDED SURVEY CONTROL
 TO0929
 TO0929  NAD 83(1986)-  48 36 36.91240(N)    116 15 27.78816(W) AD(       ) 3
 TO0929  NAD 27      -  48 36 37.14372(N)    116 15 24.10302(W) AD(       ) 3
 TO0929  NGVD 29 (07/19/86) 1858.1    (m)         6096.     (f) VERT ANG       
 TO0929
 TO0929.Superseded values are not recommended for survey control.
 TO0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0929.See file dsdata.txt to determine how the superseded data were derived.
 TO0929
 TO0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5471484397(NAD 83)
 TO0929_MARKER: DD = SURVEY DISK
 TO0929_SETTING: 66 = SET IN ROCK OUTCROP
 TO0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0929
 TO0929  HISTORY     - Date     Condition        Report By
 TO0929  HISTORY     - 1964     MONUMENTED       USGS
 TO0929
 TO0929                          STATION DESCRIPTION
 TO0929
 TO0929'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TO0929'LOCATED 6.5 MI. (AIRLINE) NE. OF NAPLES, 6 MI. SE. OF BONNERS FERRY,
 TO0929'IN THE SE. 1/4 OF THE NW. 1/4 OF SEC. 30, T 61 N, R 2 E, ON THE
 TO0929'WESTERN PEAK OF CLIFTY MOUNTAIN.
 TO0929'
 TO0929'TO REACH FROM NAPLES POST OFFICE, GO N. ALONG OLD HIGHWAY FOR 0.1 MI.
 TO0929'TO T-RD. RIGHT, TURN RIGHT FOR 0.15 MI. TO NEW HIGHWAY, TURN LEFT ON
 TO0929'HIGHWAY FOR 1.3 MI. TO T-RD. RIGHT AND SIGN --LEONIA - 20 MILE RD.--,
 TO0929'TURN RIGHT OFF HIGHWAY AND FOLLOW MAIN TRAVELED RD. FOR 8.2 MI. TO
 TO0929'Y-RD. FORK, TURN LEFT ONTO BLACK MTN. L.O. RD. FOR 7.2 MI. TO END OF
 TO0929'RD. AND BLACK MTN. LOOKOUT AND STATION.
 TO0929'
 TO0929'STATION MARK--STANDARD TABLET STAMPED---BLACK MTN 1964---, SET IN A
 TO0929'ROCK OUTCROPPING.
 TO0929'
 TO0929'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---NO 1 1964---, SET IN
 TO0929'A LARGE SLOPING BOULDER, 19.23 FT. FROM STATION MARK,
 TO0929'N 17 DEG 43 MIN W.  (THIS MARK IS LOOSE IN DRILL HOLE.)
 TO0929'
 TO0929'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO 2 1964---, SET IN
 TO0929'AN EMBEDDED BOULDER FLUSH WITH GROUND, 17.30 FT. FROM STATION MARK,
 TO0929'S 89 DEG 51 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0688 ***********************************************************************
 PZ0688  DESIGNATION -  BLACK MTN
 PZ0688  PID         -  PZ0688
 PZ0688  STATE/COUNTY-  ID/CLARK
 PZ0688  USGS QUAD   -  HEART MOUNTAIN (1987)
 PZ0688
 PZ0688                         *CURRENT SURVEY CONTROL
 PZ0688  ___________________________________________________________________
 PZ0688* NAD 83(1992)-  44 17 20.16025(N)    112 40 12.75346(W)     ADJUSTED  
 PZ0688* NAVD 88     -      2702.2    (meters)    8865.     (feet)  VERTCON   
 PZ0688  ___________________________________________________________________
 PZ0688  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 PZ0688  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 PZ0688
 PZ0688  HORZ ORDER  -  THIRD
 PZ0688
 PZ0688.The horizontal coordinates were established by classical geodetic methods
 PZ0688.and adjusted by the National Geodetic Survey in July 1992..
 PZ0688
 PZ0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0688
 PZ0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0688
 PZ0688.The geoid height was determined by GEOID03.
 PZ0688
 PZ0688;                    North         East     Units Scale Factor Converg.
 PZ0688;SPC ID E     -   291,421.677   159,811.375   MT  0.99996722   -0 21 05.8
 PZ0688;UTM  12      - 4,905,321.281   366,743.505   MT  0.99981839   -1 09 59.2
 PZ0688
 PZ0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0688!SPC ID E     -   0.99957811  x   0.99996722  =   0.99954534
 PZ0688!UTM  12      -   0.99957811  x   0.99981839  =   0.99939657
 PZ0688
 PZ0688|---------------------------------------------------------------------|
 PZ0688| PID    Reference Object                     Distance      Geod. Az  |
 PZ0688|                                                           dddmmss.s |
 PZ0688| CN4000 BLACK MTN RM 1                        7.303 METERS 03929     |
 PZ0688| CN4001 BLACK MTN RM 2                       13.082 METERS 15734     |
 PZ0688| PZ0698 BLOOM                               APPROX.18.8 KM 2112848.9 |
 PZ0688|---------------------------------------------------------------------|
 PZ0688
 PZ0688                          SUPERSEDED SURVEY CONTROL
 PZ0688
 PZ0688  NAD 83(1986)-  44 17 20.15692(N)    112 40 12.74390(W) AD(       ) 3
 PZ0688  NAD 27      -  44 17 20.47811(N)    112 40 09.76423(W) AD(       ) 3
 PZ0688  NGVD 29 (07/19/86) 2700.8    (m)         8861.     (f) VERT ANG       
 PZ0688
 PZ0688.Superseded values are not recommended for survey control.
 PZ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0688.See file dsdata.txt to determine how the superseded data were derived.
 PZ0688
 PZ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ6674405321(NAD 83)
 PZ0688_MARKER: DD = SURVEY DISK
 PZ0688_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0688_SP_SET: PARTIALLY EXPOSED BEDROCK
 PZ0688
 PZ0688  HISTORY     - Date     Condition        Report By
 PZ0688  HISTORY     - 1956     MONUMENTED       USGS
 PZ0688  HISTORY     - 1969     GOOD             USGS
 PZ0688
 PZ0688                          STATION DESCRIPTION
 PZ0688
 PZ0688'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0688'LOCATED ABOUT 23 MI NW. OF DUBOIS, 12 MI NNW. OF LIDY HOT
 PZ0688'SPRINGS.  ON SPARSELY-TIMBERED TOP OF RIDGE DIVIDING CROOKED CREEK
 PZ0688'AND DEEP CREEK KNOWN AS BLACK MTN.
 PZ0688'
 PZ0688'TO REACH FROM TERRETON POST OFFICE, DRIVE 17.0 MI NE. ON STATE
 PZ0688'HWY. 28 TO GRAVEL RD. RIGHT.  TURN RIGHT (E.) AS PER SIGN
 PZ0688'DUBOIS 40 12.7 MI E. TO RD. FORKS LEFT.  TURN LEFT (N.) ON
 PZ0688'WARM SPRINGS R.S. RD. 8.2 MI TO RD. RIGHT AT SIGN
 PZ0688'WARM SPRINGS R S 3.  FOLLOW RD. TO WARM SPRING R.S. 3.0 MI,
 PZ0688'CONTINUE ON MAIN RD. 5.3 MI.  TURN LEFT ON DIM TRACK RD. 1.1 MI
 PZ0688'ALONG RIDGE TO END OF RD.  PACK W. TO SADDLE ON RIDGE THEN S. TO
 PZ0688'HIGHEST POINT OF TOP AND STATION.  A 45-MINUTE PACK.
 PZ0688'
 PZ0688'STATION MARK--STANDARD TABLET STAMPED---BLACK MTN 1956,---CEMENTED
 PZ0688'IN SOLID ROCK, 0.5 FT LOWER THAN GROUND.
 PZ0688'
 PZ0688'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 PZ0688'1956---, CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 23.96 FT. FROM
 PZ0688'STATION MARK, N 39 DEG 29 MIN E.
 PZ0688'
 PZ0688'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PZ0688'1956---, CEMENTED IN DRILL HOLE IN SLOPING FACE OF ROCK OUTCROP ON
 PZ0688'SW. SLOPE OF RIDGE, 42.92 FT. FROM STATION MARK AND 9 FT. LOWER,
 PZ0688'S 22 DEG 26 MIN E.
 PZ0688
 PZ0688                          STATION RECOVERY (1969)
 PZ0688
 PZ0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PZ0688'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1447 ***********************************************************************
 OH1447  DESIGNATION -  BLACK MTN
 OH1447  PID         -  OH1447
 OH1447  STATE/COUNTY-  ID/OWYHEE
 OH1447  USGS QUAD   -  REYNOLDS (1990)
 OH1447
 OH1447                         *CURRENT SURVEY CONTROL
 OH1447  ___________________________________________________________________
 OH1447* NAD 83(1994)-  43 07 46.18146(N)    116 42 44.40597(W)     ADJUSTED  
 OH1447* NAVD 88     -      2017.7    (meters)    6620.     (feet)  VERTCON   
 OH1447  ___________________________________________________________________
 OH1447  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 OH1447  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 OH1447
 OH1447  HORZ ORDER  -  THIRD
 OH1447
 OH1447.The horizontal coordinates were established by classical geodetic methods
 OH1447.and adjusted by the National Geodetic Survey in June 1998..
 OH1447
 OH1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1447
 OH1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1447
 OH1447.The geoid height was determined by GEOID03.
 OH1447
 OH1447;                    North         East     Units Scale Factor Converg.
 OH1447;SPC ID W     -   162,931.183   721,700.236   MT  1.00000873   -0 39 28.6
 OH1447;UTM  11      - 4,775,235.298   523,397.808   MT  0.99960673   +0 11 48.0
 OH1447
 OH1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1447!SPC ID W     -   0.99968629  x   1.00000873  =   0.99969502
 OH1447!UTM  11      -   0.99968629  x   0.99960673  =   0.99929315
 OH1447
 OH1447:                Primary Azimuth Mark                     Grid Az
 OH1447:SPC ID W     -  FLORIDA                                  197 58 07.3
 OH1447:UTM  11      -  FLORIDA                                  197 06 50.7
 OH1447
 OH1447|---------------------------------------------------------------------|
 OH1447| PID    Reference Object                     Distance      Geod. Az  |
 OH1447|                                                           dddmmss.s |
 OH1447| OH1448 FLORIDA                             APPROX. 6.6 KM 1971838.7 |
 OH1447|---------------------------------------------------------------------|
 OH1447
 OH1447                          SUPERSEDED SURVEY CONTROL
 OH1447
 OH1447  NAD 83(1992)-  43 07 46.18146(N)    116 42 44.40597(W) AD(       ) 3
 OH1447  NAD 83(1986)-  43 07 46.18077(N)    116 42 44.40191(W) AD(       ) 3
 OH1447  NGVD 29 (11/15/90) 2016.6    (m)         6616.     (f) VERT ANG       
 OH1447
 OH1447.Superseded values are not recommended for survey control.
 OH1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1447.See file dsdata.txt to determine how the superseded data were derived.
 OH1447
 OH1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH2339875235(NAD 83)
 OH1447_MARKER: DS = TRIANGULATION STATION DISK
 OH1447_SETTING: 0 = UNSPECIFIED SETTING
 OH1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1447
 OH1447  HISTORY     - Date     Condition        Report By
 OH1447  HISTORY     - 1964     MONUMENTED       USGS
 OH1447
 OH1447                          STATION DESCRIPTION
 OH1447
 OH1447'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 OH1447'LOCATED ABOUT 18.5 MI. (AIRLINE) WNW. OF OREANA, ABOUT 10 MI. SW.
 OH1447'OF MURPHY, ABOUT 5 MI. SSE. OF REYNOLDS, ON THE HIGHEST PART OF
 OH1447'BLACK MTN.
 OH1447'
 OH1447'TO REACH FROM MURPHY, DRIVE N. FROM THE OWYHEE COUNTY COURTHOUSE
 OH1447'0.1 MI., TURN LEFT ON SILVER CITY RD. FOR 0.7 MI. TO RD. FORK,
 OH1447'TAKE RIGHT FORK 8.5 MI. TO T-RD. LEFT, TURN LEFT AND GO 2.6 MI. TO
 OH1447'GATE, PASS THROUGH GATE, FOLLOW MAIN-TRAVELED RD. PASSING THROUGH
 OH1447'A GATE AT 1.3 MI., CONTINUE 0.4 MI. AND TAKE LEFT FORK 2.1 MI. TO
 OH1447'CURVE IN RD. JUST SHORT OF FENCE, TURN RIGHT AND DRIVE
 OH1447'CROSS-COUNTRY 0.2 MI. TO HIGHEST POINT AND STATION.
 OH1447'
 OH1447'STATION MARK--STANDARD TABLET STAMPED---BLACK MTN. 1964--- SET IN
 OH1447'CEMENT POURED IN PLACE.
 OH1447'
 OH1447'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---NO 1 1964--- SET
 OH1447'IN CEMENT POURED IN PLACE, 34.05 FT. FROM STATION IN AZIMUTH
 OH1447'45 DEGREES 30 MINUTES.
 OH1447'
 OH1447'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO 2 1964---
 OH1447'SET IN CEMENT POURED IN PLACE, 36.92 FT. FROM STATION IN
 OH1447'AZIMUTH 293 DEGREES 00 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0973 ***********************************************************************
 RY0973  DESIGNATION -  BLACK MTN LOOKOUT HOUSE
 RY0973  PID         -  RY0973
 RY0973  STATE/COUNTY-  ID/CLEARWATER
 RY0973  USGS QUAD   -  MALLARD PEAK (1994)
 RY0973
 RY0973                         *CURRENT SURVEY CONTROL
 RY0973  ___________________________________________________________________
 RY0973* NAD 83(1992)-  46 52 44.22374(N)    115 33 06.09540(W)     ADJUSTED  
 RY0973* NAVD 88     -                                                        
 RY0973  ___________________________________________________________________
 RY0973  LAPLACE CORR-           9.95  (seconds)                    DEFLEC99
 RY0973  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 RY0973
 RY0973  HORZ ORDER  -  THIRD
 RY0973
 RY0973.The horizontal coordinates were established by classical geodetic methods
 RY0973.and adjusted by the National Geodetic Survey in July 1992..
 RY0973
 RY0973
 RY0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0973
 RY0973.The geoid height was determined by GEOID03.
 RY0973
 RY0973;                    North         East     Units Scale Factor Converg.
 RY0973;SPC ID W     -   579,156.988   815,115.444   MT  0.99993614   +0 08 41.1
 RY0973;UTM  11      - 5,192,730.688   610,356.041   MT  0.99974968   +1 03 26.1
 RY0973
 RY0973                          SUPERSEDED SURVEY CONTROL
 RY0973
 RY0973  NAD 83(1986)-  46 52 44.22732(N)    115 33 06.09447(W) AD(       ) 4
 RY0973  NAD 27      -  46 52 44.55600(N)    115 33 02.55300(W) AD(       ) 3
 RY0973
 RY0973.Superseded values are not recommended for survey control.
 RY0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0973.See file dsdata.txt to determine how the superseded data were derived.
 RY0973
 RY0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM1035692731(NAD 83)
 RY0973
 RY0973  HISTORY     - Date     Condition        Report By
 RY0973  HISTORY     - 1959     MONUMENTED       CGS
 RY0973
 RY0973                          STATION DESCRIPTION
 RY0973
 RY0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0973'STATION IS LOCATED ON BLACK MTN., ABOUT 16-1/2 MILES NORTH
 RY0973'AND 12 MILES EAST OF HEADQAURTERS, 1-3/4 MILES NORTH AND 3 MILES
 RY0973'EAST OF THE CONFLUENCE OF THE NORTH FORK OF THE CLEARWATER RIVER
 RY0973'AND BEAVER CREEK, AND 1-1/2 MILES NORTH AND 1-1/4 MILES EAST
 RY0973'OF THE CANYON RANGER STATION, IN THE WEST CENTRAL PART OF
 RY0973'SECTION 26, T 41 N, R 7 E.  IT IS A FRAME BUILDING, SUPPORTED
 RY0973'BY A CONCRETE BLOCK FOUNDATION, WITH AN OVERALL HEIGHT OF 26
 RY0973'FEET.  A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE
 RY0973'HOUSE FROM TRIANGULATION BLACK MTN, THE DISTANCE BEING 27.22
 RY0973'FEET OR 8.298 METERS EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0694 ***********************************************************************
 QA0694  DESIGNATION -  BLACK MTN RM
 QA0694  PID         -  QA0694
 QA0694  STATE/COUNTY-  ID/CUSTER
 QA0694  USGS QUAD   -  BLACK MTN (1963)
 QA0694
 QA0694                         *CURRENT SURVEY CONTROL
 QA0694  ___________________________________________________________________
 QA0694* NAD 83(1992)-  44 50 27.17019(N)    114 20 39.58785(W)     ADJUSTED  
 QA0694* NAVD 88     -      2900.3    (meters)    9515.     (feet)  VERTCON   
 QA0694  ___________________________________________________________________
 QA0694  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 QA0694  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 QA0694
 QA0694  HORZ ORDER  -  THIRD
 QA0694
 QA0694.The horizontal coordinates were established by classical geodetic methods
 QA0694.and adjusted by the National Geodetic Survey in July 1992..
 QA0694
 QA0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0694
 QA0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0694
 QA0694.The geoid height was determined by GEOID03.
 QA0694
 QA0694;                    North         East     Units Scale Factor Converg.
 QA0694;SPC ID C     -   352,686.995   472,777.065   MT  0.99995648   -0 14 34.1
 QA0694;UTM  11      - 4,968,705.639   709,886.457   MT  1.00014173   +1 52 23.9
 QA0694
 QA0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0694!SPC ID C     -   0.99954748  x   0.99995648  =   0.99950398
 QA0694!UTM  11      -   0.99954748  x   1.00014173  =   0.99968914
 QA0694
 QA0694|---------------------------------------------------------------------|
 QA0694| PID    Reference Object                     Distance      Geod. Az  |
 QA0694|                                                           dddmmss.s |
 QA0694| CD4285 BLACK MTN RM 1 DRILL HOLE             2.877 METERS 05819     |
 QA0694| QA0676 TAYLOR                              APPROX.11.3 KM 0640526.7 |
 QA0694| CD4286 BLACK MTN RM 2 CROSS                  8.355 METERS 19610     |
 QA0694|---------------------------------------------------------------------|
 QA0694
 QA0694                          SUPERSEDED SURVEY CONTROL
 QA0694
 QA0694  NAD 83(1986)-  44 50 27.16954(N)    114 20 39.58288(W) AD(       ) 3
 QA0694  NAD 27      -  44 50 27.45522(N)    114 20 36.31055(W) AD(       ) 3
 QA0694  NGVD 29 (07/19/86) 2898.7    (m)         9510.     (f) VERT ANG       
 QA0694
 QA0694.Superseded values are not recommended for survey control.
 QA0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0694.See file dsdata.txt to determine how the superseded data were derived.
 QA0694
 QA0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK0988668706(NAD 83)
 QA0694
 QA0694  HISTORY     - Date     Condition        Report By
 QA0694  HISTORY     - 1912     MONUMENTED       CGS
 QA0694  HISTORY     - 1961     GOOD             USGS
 QA0694
 QA0694                          STATION DESCRIPTION
 QA0694
 QA0694'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QA0694'LOCATED ON A HIGH ROCKY PEAK ON MAIN DIVIDE.  WATER TO THE E., S. AND
 QA0694'W. DRAINS INTO CAMAS CREEK, THEN TO THE N. INTO PANTHER CREEK, MORGAN
 QA0694'CREEK HEADS 1 MI. E., THE WAGON RD. FROM FORNEY TO CHALLIS, WHERE IT
 QA0694'PASSES OVER THE MAIN DIVIDE BETWEEN PANTHER AND MORGAN CREEKS, IS
 QA0694'ABOUT 4 MI. NE. OF PEAK, FORNEY IS ABOUT 10 MI. NW., RABBITFOOT MINE
 QA0694'IS ABOUT 4 MI. NW.
 QA0694'
 QA0694'STATION REACHED BY HELICOPTER.
 QA0694'
 QA0694'STATION MARK--STANDARD TRIANGULATION STATION TABLET (1912 RM), NOT
 QA0694'STAMPED, SET IN SOLID ROCK, 3 FT. LOWER THAN THE HIGHEST POINT OF
 QA0694'TOP.
 QA0694'
 QA0694'REFERENCE MARK NO. 1--DRILL HOLE IN ROCK, 9.44 FT. FROM STATION MARK,
 QA0694'N 58 DEG 19 MIN E.
 QA0694'
 QA0694'REFERENCE MARK NO. 2--CHISELED CROSS ON ROCK OUTCROP, 27.41 FT. FROM
 QA0694'STATION MARK, S 16 DEG 10 MIN W.
 QA0694'
 QA0694'STATION FOUND AS DESCRIBED BY USGS, EXCEPT THAT
 QA0694'THE CHISELED CROSS COULD NOT BE FOUND.  REFERENCE MARK TRIANGULATION
 QA0694'TABLET WAS FOUND AND USED AS THE STATION MARK.  ALL SIGHTS ARE FROM
 QA0694'THE REFERENCE MARK TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0999 ***********************************************************************
 RY0999  DESIGNATION -  BLACKDOME
 RY0999  PID         -  RY0999
 RY0999  STATE/COUNTY-  ID/SHOSHONE
 RY0999  USGS QUAD   -  LITTLE GOAT MOUNTAINS (1994)
 RY0999
 RY0999                         *CURRENT SURVEY CONTROL
 RY0999  ___________________________________________________________________
 RY0999* NAD 83(1992)-  46 58 59.17624(N)    115 48 57.15704(W)     ADJUSTED  
 RY0999* NAVD 88     -      1955.4    (meters)    6415.     (feet)  VERTCON   
 RY0999  ___________________________________________________________________
 RY0999  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 RY0999  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 RY0999
 RY0999  HORZ ORDER  -  SECOND
 RY0999
 RY0999.The horizontal coordinates were established by classical geodetic methods
 RY0999.and adjusted by the National Geodetic Survey in July 1992..
 RY0999
 RY0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0999
 RY0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0999
 RY0999.The geoid height was determined by GEOID03.
 RY0999
 RY0999;                    North         East     Units Scale Factor Converg.
 RY0999;SPC ID W     -   590,717.919   794,988.417   MT  0.99993364   -0 02 53.4
 RY0999;UTM  11      - 5,203,966.993   590,051.576   MT  0.99969967   +0 51 57.0
 RY0999
 RY0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0999!SPC ID W     -   0.99969612  x   0.99993364  =   0.99962978
 RY0999!UTM  11      -   0.99969612  x   0.99969967  =   0.99939588
 RY0999
 RY0999|---------------------------------------------------------------------|
 RY0999| PID    Reference Object                     Distance      Geod. Az  |
 RY0999|                                                           dddmmss.s |
 RY0999| CH6474 BLACKDOME RM 2                        8.740 METERS 14812     |
 RY0999| RY0998 BLACKDOME AZ MK                     APPROX. 0.8 KM 3183402.6 |
 RY0999| CH6473 BLACKDOME RM 1                       12.590 METERS 33433     |
 RY0999|---------------------------------------------------------------------|
 RY0999
 RY0999                          SUPERSEDED SURVEY CONTROL
 RY0999
 RY0999  NAD 83(1986)-  46 58 59.17952(N)    115 48 57.15453(W) AD(       ) 2
 RY0999  NAD 27      -  46 58 59.53180(N)    115 48 53.59120(W) AD(       ) 2
 RY0999  NGVD 29 (07/19/86) 1954.1    (m)         6411.     (f) VERT ANG       
 RY0999
 RY0999.Superseded values are not recommended for survey control.
 RY0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0999.See file dsdata.txt to determine how the superseded data were derived.
 RY0999
 RY0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9005203967(NAD 83)
 RY0999_MARKER: DD = SURVEY DISK
 RY0999_SETTING: 66 = SET IN ROCK OUTCROP
 RY0999_SP_SET: PARTIALLY EXPOSED BEDROCK
 RY0999
 RY0999  HISTORY     - Date     Condition        Report By
 RY0999  HISTORY     - 1934     MONUMENTED       USGS
 RY0999  HISTORY     - 1959     GOOD             CGS
 RY0999  HISTORY     - 1969     GOOD             USGS
 RY0999
 RY0999                          STATION DESCRIPTION
 RY0999
 RY0999'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 RY0999'LOCATED 2 MI S. AND 0.3 MI W. OF SOUTH BUTTE OF MONUMENTAL
 RY0999'BUTTES.  IN SECTION 15, T42N, R5E, ON TOP OF CENTER AND HIGHEST OF
 RY0999'THREE SMALL BUTTES ON LONG RIDGE KNOWN AS BLACKSTONE, E. OF
 RY0999'LITTLE GOAT MTN.
 RY0999'
 RY0999'STATION MARK--STANDARD TABLET STAMPED---BLACKDOME 1934---, CEMENTED
 RY0999'IN BEDROCK AT SUMMIT OF DOME-SHAPED PEAK.
 RY0999'
 RY0999'RM 1--STANDARD RM TABLET STAMPED---BLACKDOME 1934 NO 1---, CEMENTED
 RY0999'IN BEDROCK.
 RY0999'
 RY0999'RM 2--STANDARD RM TABLET STAMPED---BLACKDOME 1934 NO 2---, CEMENTED
 RY0999'IN BEDROCK.
 RY0999
 RY0999                          STATION RECOVERY (1959)
 RY0999
 RY0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0999'STATION IS LOCATED ON THE SOUTHEAST AND HIGHEST ONE OF TWO
 RY0999'PROMINENT ROCKY KNOLLS ON BLACKDOME PEAK (A RIDGE ABOUT 1/5 MILE
 RY0999'LONG AND LYING IN A SOUTHEAST-NORTHWEST DIRECTION), ABOUT 1-3/4
 RY0999'MILES SOUTHWEST OF GOAT MTN., 1/2 MILE WEST OF BIG TALK LAKE AND
 RY0999'3-1/2 MILES NORTH OF THE CLEARWATER-SHOSHONE COUNTY LINE.  THE
 RY0999'RIDGE IS BARE ON THE KNOLLS WITH SCATTERED TIMBER IN THE SADDLE
 RY0999'BETWEEN THE KNOLLS.  IT IS IN SECTION 15, T 42 N, R 5 E.
 RY0999'
 RY0999'THIS STATION WAS REACHED BY HELICOPTER BUT A DESCRIPTION TO
 RY0999'REACH THE STATION BY THE U.S. GEOLOGICAL SURVEY FOLLOWS--TO
 RY0999'REACH FROM CLARKIA, PROCEED 25 MILES ON ROAD TO JUG CAMP, THENCE
 RY0999'TURN SOUTH ON ROAD TO INDIAN DIP FOR 2.5 MILES AND E.T.T.
 RY0999'ABOUT 15 MINUTE CLIMB.
 RY0999'
 RY0999'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 RY0999'BLACKDOME 1934, CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT
 RY0999'BOULDER PROJECTING 4 INCHES.  IT IS SET ON THE HIGHEST POINT
 RY0999'OF THE KNOLL AND IS 18 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 RY0999'OF A 7-FOOT CAIRN.
 RY0999'
 RY0999'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 RY0999'STAMPED BLACKDOME NO 1 1934, CEMENTED IN A DRILL HOLE IN A
 RY0999'4 X 7 FOOT BOULDER PROJECTING 2 FEET.  IT IS 17 FEET NORTHWEST
 RY0999'OF THE NORTHWEST EDGE OF THE CAIRN.
 RY0999'
 RY0999'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 RY0999'STAMPED BLACKDOME NO 2 1934, CEMENTED IN A DRILL HOLE IN A
 RY0999'4 X 6 FOOT BOULDER FLUSH WITH THE SURFACE OF THE GROUND.  IT
 RY0999'IS 47 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE CAIRN.
 RY0999'
 RY0999'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACKDOME USGS 1959,
 RY0999'CEMENTED IN A DRILL HOLE IN BEDROCK 2 INCHES BELOW THE GROUND
 RY0999'SURFACE.  IT IS LOCATED ON THE EXTREME NORTHWEST EDGE OF THE
 RY0999'NORTHWEST ONE OF TWO ROCK KNOLLS ON BLACKDOME PEAK.  IT IS 51
 RY0999'FEET WEST OF THE SOUTH ONE OF A GROUP OF SMALL SPRUCE TREES AND 1
 RY0999'FOOT NORTHEAST OF A ROCK OUTCROP ABOUT 7 FEET LONG AND
 RY0999'PROJECTING 2 FEET.
 RY0999
 RY0999                          STATION RECOVERY (1969)
 RY0999
 RY0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RY0999'RECOVERED AS DESCRIBED.
 RY0999'
 RY0999'TO REACH FROM X-RD. AT CLARKIA GRADE SCHOOL, GO 25.6 MI E. ON
 RY0999'MAIN RD. FOLLOWING SIGNS TO ROUNDTOP.  TURN RIGHT FOLLOWING SIGN
 RY0999'INDIAN DIP 2.6 MI TO RD. FORK.  KEEP RIGHT FOLLOWING SIGN
 RY0999'INDIAN DIP 2.4 MI ALONG MAIN-TRAVELED RD. TO JEEP RD. TURNING
 RY0999'SHARP LEFT.  FOLLOW JEEP RD. GENERALLY E. 0.5 MI TO END OF TRUCK
 RY0999'TRAVEL.  TAKE WELL-WORN TRAIL PAST END OF JEEP RD. WHICH CLIMBS TO
 RY0999'TOP OF RIDGE.  CONTINUE E. ALONG TRAIL ON RIDGE UNTIL BARE TOP OF
 RY0999'BLACKDOME PEAK IS IN SIGHT.  LEAVE TRAIL AND CLIMB UP RIDGE TO
 RY0999'HIGHEST POINT AND STATION.  A 15-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0998 ***********************************************************************
 RY0998  DESIGNATION -  BLACKDOME AZ MK
 RY0998  PID         -  RY0998
 RY0998  STATE/COUNTY-  ID/SHOSHONE
 RY0998  USGS QUAD   -  LITTLE GOAT MOUNTAINS (1994)
 RY0998
 RY0998                         *CURRENT SURVEY CONTROL
 RY0998  ___________________________________________________________________
 RY0998* NAD 83(1992)-  46 59 18.09679(N)    115 49 21.56274(W)     ADJUSTED  
 RY0998* NAVD 88     -      1949.5    (meters)    6396.     (feet)  VERTCON   
 RY0998  ___________________________________________________________________
 RY0998  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 RY0998  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 RY0998
 RY0998  HORZ ORDER  -  SECOND
 RY0998
 RY0998.The horizontal coordinates were established by classical geodetic methods
 RY0998.and adjusted by the National Geodetic Survey in July 1992..
 RY0998
 RY0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0998
 RY0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0998
 RY0998.The geoid height was determined by GEOID03.
 RY0998
 RY0998;                    North         East     Units Scale Factor Converg.
 RY0998;SPC ID W     -   591,302.616   794,473.220   MT  0.99993371   -0 03 11.3
 RY0998;UTM  11      - 5,204,543.262   589,527.240   MT  0.99969851   +0 51 39.4
 RY0998
 RY0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0998!SPC ID W     -   0.99969704  x   0.99993371  =   0.99963077
 RY0998!UTM  11      -   0.99969704  x   0.99969851  =   0.99939564
 RY0998
 RY0998|---------------------------------------------------------------------|
 RY0998| PID    Reference Object                     Distance      Geod. Az  |
 RY0998|                                                           dddmmss.s |
 RY0998| CH7582 BLACKDOME AZ MK SUB PT A                           08736     |
 RY0998| RY0999 BLACKDOME                           APPROX. 0.8 KM 1383344.8 |
 RY0998| CH7583 BLACKDOME AZ MK SUB PT B                           14830     |
 RY0998|---------------------------------------------------------------------|
 RY0998
 RY0998                          SUPERSEDED SURVEY CONTROL
 RY0998
 RY0998  NAD 83(1986)-  46 59 18.10010(N)    115 49 21.56025(W) AD(       ) 2
 RY0998  NAD 27      -  46 59 18.45300(N)    115 49 17.99570(W) AD(       ) 2
 RY0998  NGVD 29 (07/19/86) 1948.2    (m)         6392.     (f) VERT ANG       
 RY0998
 RY0998.Superseded values are not recommended for survey control.
 RY0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0998.See file dsdata.txt to determine how the superseded data were derived.
 RY0998
 RY0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN8952704543(NAD 83)
 RY0998_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RY0998_SETTING: 66 = SET IN ROCK OUTCROP
 RY0998
 RY0998  HISTORY     - Date     Condition        Report By
 RY0998  HISTORY     - 1959     MONUMENTED       CGS
 RY0998
 RY0998                          STATION DESCRIPTION
 RY0998
 RY0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0998'STATION IS LOCATED ON THE NORTHWEST ONE OF TWO PROMINENT KNOLLS
 RY0998'ON BLACKDOME PEAK ABOUT 1-1/4 MILES SOUTHEAST OF GOAT MTN, 1/2
 RY0998'MILE WEST OF BIG TALK LAKE AND 4 MILES NORTH OF THE
 RY0998'CLEARWATER-SHOSHONE COUNTY LINE, IN SECTION 15, T 42 N, R 5 E.
 RY0998'
 RY0998'THIS STATION IS THE AZIMUTH MARK FOR BLACKDOME (USGS) BUT WAS
 RY0998'OCCUPIED AS A TRIANGULATION STATION FOR TRIGONOMETRIC LEVELING
 RY0998'AND PHOTOGRAMMETRIC CONTROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0706 ***********************************************************************
 OX0706  DESIGNATION -  BLACKFOOT
 OX0706  PID         -  OX0706
 OX0706  STATE/COUNTY-  ID/BINGHAM
 OX0706  USGS QUAD   -  POISON CREEK (1981)
 OX0706
 OX0706                         *CURRENT SURVEY CONTROL
 OX0706  ___________________________________________________________________
 OX0706* NAD 83(1992)-  43 11 51.06343(N)    111 52 32.35592(W)     ADJUSTED  
 OX0706* NAVD 88     -      2302.     (meters)    7552.     (feet)  SCALED    
 OX0706  ___________________________________________________________________
 OX0706  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 OX0706  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 OX0706
 OX0706  HORZ ORDER  -  FIRST
 OX0706
 OX0706.The horizontal coordinates were established by classical geodetic methods
 OX0706.and adjusted by the National Geodetic Survey in July 1992..
 OX0706
 OX0706.The orthometric height was scaled from a topographic map.
 OX0706
 OX0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0706
 OX0706.The geoid height was determined by GEOID03.
 OX0706
 OX0706;                    North         East     Units Scale Factor Converg.
 OX0706;SPC ID E     -   170,081.673   223,652.031   MT  0.99995425   +0 11 57.1
 OX0706;UTM  12      - 4,783,121.324   428,855.717   MT  0.99966226   -0 35 57.9
 OX0706
 OX0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0706!SPC ID E     -   0.99964087  x   0.99995425  =   0.99959514
 OX0706!UTM  12      -   0.99964087  x   0.99966226  =   0.99930325
 OX0706
 OX0706:                Primary Azimuth Mark                     Grid Az
 OX0706:SPC ID E     -  BLACKFOOT AZ MK                          014 37 10.7
 OX0706:UTM  12      -  BLACKFOOT AZ MK                          015 25 05.7
 OX0706
 OX0706|---------------------------------------------------------------------|
 OX0706| PID    Reference Object                     Distance      Geod. Az  |
 OX0706|                                                           dddmmss.s |
 OX0706| CN4003 BLACKFOOT AZ MK                                    0144907.8 |
 OX0706| CN4004 BLACKFOOT RM 1                       24.070 METERS 10617     |
 OX0706| CN4005 BLACKFOOT RM 2                        7.590 METERS 18948     |
 OX0706| OY0834 CAIRN ON SMALL PROMINENT POINT      APPROX.19.5 KM 2304630.5 |
 OX0706|---------------------------------------------------------------------|
 OX0706
 OX0706                          SUPERSEDED SURVEY CONTROL
 OX0706
 OX0706  NAD 83(1986)-  43 11 51.05588(N)    111 52 32.34224(W) AD(       ) 1
 OX0706  NAD 27      -  43 11 51.34600(N)    111 52 29.49000(W) AD(       ) 1
 OX0706
 OX0706.Superseded values are not recommended for survey control.
 OX0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0706.See file dsdata.txt to determine how the superseded data were derived.
 OX0706
 OX0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN2885683121(NAD 83)
 OX0706_MARKER: DD = SURVEY DISK
 OX0706_SETTING: 66 = SET IN ROCK OUTCROP
 OX0706
 OX0706  HISTORY     - Date     Condition        Report By
 OX0706  HISTORY     - 1936     MONUMENTED       USGS
 OX0706  HISTORY     - 1946     GOOD             CGS
 OX0706
 OX0706                          STATION DESCRIPTION
 OX0706
 OX0706'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (CP)
 OX0706'STATION IS ABOUT 24 MILES E OF BLACKFOOT, IN THE SW 1/4
 OX0706'SECTION 34, T 2 S, R 39 E, ON THE HIGHEST POINT OF A BARE-TOPPED
 OX0706'RIDGE RUNNING ROUGHLY N-S TIMBERED ON THE E SIDE AND BARE ON
 OX0706'THE W.
 OX0706'
 OX0706'STATION IS A U.S.G.S. TABLET (UNMARKED) WEDGED IN A DRILL
 OX0706'HOLE IN OUTCROPPING BEDROCK.
 OX0706'
 OX0706'REFERENCE MARKS AND AZIMUTH MARK ARE STANDARD BRONZE DISKS
 OX0706'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 OX0706'
 OX0706'AZIMUTH MARK IS 1.0 MILE N, AIR LINE, FROM STATION, ON A
 OX0706'SMALL, RED, ROCKY RIDGE, (SOME SMALL MINING PITS HERE) AND
 OX0706'ABOUT 50 FEET E FROM WHERE ROAD CROSSES THE RED RIDGE.
 OX0706'
 OX0706'REACHED FROM BLACKFOOT BY GOING N ON U.S. HIGHWAY 91 TO WAPELLO
 OX0706'RAILROAD STATION ON RIGHT, THENCE CONTINUE 0.7 MILE TO CROSSROADS,
 OX0706'THENCE E ACROSS TRACK 4.6 MILES.  HERE TURN LEFT FOR 0.5 MILE
 OX0706'TO CROSS ROAD, THENCE RIGHT (E) 0.75 MILE TO SIDE ROAD LEFT
 OX0706'JUST BEFORE BRIDGE OVER IRRIGATION DITCH.  TURN N ON THE ROAD
 OX0706'1.45 MILES TO T-ROAD, THENCE RIGHT FOR 1.65 MILES TO CROSS
 OX0706'ROAD JUST BEYOND BRIDGE OVER IRRIGATION DITCH.  FROM HERE
 OX0706'CONTINUE STRAIGHT AHEAD AND FOLLOW MAIN ROAD 5.8 MILES TO
 OX0706'FORKS AT RANCH, THENCE TAKE RIGHT FORK 4.3 MILES TO ALDRIDGE
 OX0706'POST OFFICE ON RIGHT.  CONTINUE E ON ROAD WHICH GROWS WORSE,
 OX0706'8.15 MILES TO FORKS AT TREE WITH TRIANGLE BLAZE.  HERE TAKE
 OX0706'RIGHT FORK 0.45 MILE TO WHERE ROAD CROSSES SMALL RIDGE.
 OX0706'(AZIMUTH IS ABOUT 50 FEET OFF ROAD TO THE LEFT AT THIS
 OX0706'POINT.) CONTINUE 1.5 MILES TO THE END OF TRUCK TRAVEL AT
 OX0706'TRIANGULAR-BLAZED TREE ON RIGHT.  FROM END OF TRUCK TRAVEL TURN
 OX0706'RIGHT, (W) AND CLIMB STEEPLY TO THE STATION ON TOP ABOUT
 OX0706'1/4 MILE.
 OX0706'
 OX0706'NOTE--BUCKSKIN U.S.G.S. IS ABOUT 28 MILES SW, LOCATED ON THE
 OX0706'HIGH POINT OF A LOW BARREN RIDGE, PROMINENT CAIRN AND TARGET.
 OX0706
 OX0706                          STATION RECOVERY (1946)
 OX0706
 OX0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0706'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 OX0706'AND FOUND IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE
 OX0706'MARKS WERE FOUND TO BE REVERSED, REFERENCE MARK NO. 1 BEING
 OX0706'24.070 METERS INSTEAD OF 7.590 METERS AS LISTED IN THE ORIGINAL
 OX0706'DESCRIPTION AND REFERENCE MARK NO. 2 BEING 7.590 METERS FROM
 OX0706'THE STATION.  SOME CHANGES WERE NOTED IN THE ORIGINAL
 OX0706'DESCRIPTION TO REACH THE STATION AND ARE HERE CORRECTED.  A
 OX0706'COMPLETE, NEW DESCRIPTION FOLLOWS.
 OX0706'
 OX0706'THE STATION IS LOCATED ABOUT 25 MILES BY ROAD EAST AND SOUTH
 OX0706'OF FIRTH, ON THE HIGHEST ROCKY POINT OF A BARE TOPPED RIDGE
 OX0706'RUNNING APPROXIMATELY NORTH AND SOUTH, TIMBERED ON THE EAST
 OX0706'SLOPE AND BARE ON THE WEST SLOPE AND IN THE THE SOUTHWEST 1/4
 OX0706'SECTION 34, T2S, R39E.  THE DISK IS A U.S. GEOLOGICAL SURVEY
 OX0706'BENCH MARK DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 OX0706'AND IS STAMPED BLACKFOOT 1936.
 OX0706'
 OX0706'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN ROCK
 OX0706'OUTCROP PROJECTING ABOUT 18 INCHES AND IS STAMPED BLACKFOOT
 OX0706'NO 1 1936.  IT IS EAST SOUTHEAST OF THE STATION, 20 FEET
 OX0706'WEST OF A 2 FOOT PINE TREE AND ABOUT 6 FEET LOWER THAN THE
 OX0706'STATION.
 OX0706'
 OX0706'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN ROCK
 OX0706'OUTCROP PROJECTING ABOUT 3 INCHES AND IS STAMPED BLACKFOOT
 OX0706'NO 2 1936.  IT IS SOUTH SOUTHWEST OF AND ABOUT 3 FEET LOWER
 OX0706'THAN THE STATION.
 OX0706'
 OX0706'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE AIRLINE
 OX0706'NORTH OF THE STATION.  IT IS A DISK SET FLUSH IN ROCK OUTCROP
 OX0706'45 PACES EAST OF WHERE THE ROAD LEADING TO THE STATION CROSSES
 OX0706'A SMALL ROCKY RIDGE AND IS STAMPED BLACKFOOT 1936.  THERE
 OX0706'ARE SOME OLD MINING PITS HERE AND THE DISK IS SET IN ROCK
 OX0706'AT THE NORTH EDGE OF THE RIDGE WHERE IT DROPS OFF ABRUPTLY
 OX0706'TO THE NORTH.
 OX0706'
 OX0706'TO REACH THE STATION FROM THE RAILROAD STATION IN FIRTH GO
 OX0706'SOUTHWEST ON U.S. HIGHWAY NO. 191 FOR 2.0 MILES TO A SIDE ROAD
 OX0706'LEFT, TURN LEFT, EAST, ACROSS RAILROAD TRACKS AND FOLLOW
 OX0706'A GRAVEL ROAD FOR 5.0 MILES TO FORKS JUST AFTER CROSSING A
 OX0706'BRIDGE OVER AN IRRIGATION DITCH.  HERE TAKE CENTER ROAD,
 OX0706'STRAIGHT AHEAD, AND FOLLOW FOR 6.0 MILES TO A SIDE ROAD RIGHT
 OX0706'AT THE ART PAULSEN RANCH HOUSE.  TURN RIGHT AND CONTINUE
 OX0706'ON MAIN ROAD 4.3 MILES TO WHERE THE MAIN ROAD TURNS RIGHT AT
 OX0706'AN OLD RANCH HOUSE.  (FORMER ALDRIDGE POST OFFICE, NOW
 OX0706'DISCONTINUED).  HERE CONTINUE STRAIGHT AHEAD ON A TRACK ROAD
 OX0706'AND GO 6.6 MILES TO A FORK ON A HILLSIDE, TAKE THE LEFT
 OX0706'FORK DOWN HILL ACROSS A CREEKAND TURNING RIGHT UP A CANYON
 OX0706'ABOUT 0.1 MILE BEYOND CREEK CROSSING AND CONTINUING FOR
 OX0706'1.9 MILES FROM THE FORK TO ANOTHER FORK AT TOP OF HILL AND
 OX0706'A TREE WITH A TRIANGLE BLAZE IN THE FORK.  TAKE THE DIM
 OX0706'RIGHT FORK AND GO 0.35 MILE TO THE TOP OF A SMALL ROCKY
 OX0706'RIDGE.  (THE AZIMUTH MARK IS 45 PACES LEFT, EAST, OF THIS
 OX0706'POINT).  FROM HERE CONTINUE ON DIM TRACK ROAD DOWN
 OX0706'HILL FOR 1.5 MILES TO A LARGE PINE TREE ON THE RIGHT
 OX0706'WITH A TRIANGLE BLAZE AND THE END OF TRUCK TRAVEL.  FROM
 OX0706'HERE PACK RIGHT, WEST, UP STEEP HILL TO THE HIGHEST POINT
 OX0706'AND THE STATION AS DESCRIBED.  ABOUT A 35 MINUTE CLIMB AND
 OX0706'APPROXIMATELY 1/4 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0862 ***********************************************************************
 OY0862  DESIGNATION -  BLACKFOOT BM Q 6
 OY0862  PID         -  OY0862
 OY0862  STATE/COUNTY-  ID/BINGHAM
 OY0862  USGS QUAD   -  MORELAND (1971)
 OY0862
 OY0862                         *CURRENT SURVEY CONTROL
 OY0862  ___________________________________________________________________
 OY0862* NAD 83(1992)-  43 09 29.94123(N)    112 22 41.81914(W)     ADJUSTED  
 OY0862* NAVD 88     -      1367.     (meters)    4485.     (feet)  SCALED    
 OY0862  ___________________________________________________________________
 OY0862  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 OY0862  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 OY0862
 OY0862  HORZ ORDER  -  SECOND
 OY0862
 OY0862.The horizontal coordinates were established by classical geodetic methods
 OY0862.and adjusted by the National Geodetic Survey in July 1992..
 OY0862
 OY0862.The orthometric height was scaled from a topographic map.
 OY0862
 OY0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0862
 OY0862.The geoid height was determined by GEOID03.
 OY0862
 OY0862;                    North         East     Units Scale Factor Converg.
 OY0862;SPC ID E     -   165,707.487   182,789.863   MT  0.99995101   -0 08 41.1
 OY0862;UTM  12      - 4,779,317.854   387,946.563   MT  0.99975446   -0 56 34.3
 OY0862
 OY0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0862!SPC ID E     -   0.99978763  x   0.99995101  =   0.99973865
 OY0862!UTM  12      -   0.99978763  x   0.99975446  =   0.99954214
 OY0862
 OY0862:                Primary Azimuth Mark                     Grid Az
 OY0862:SPC ID E     -  MIDDLE BUTTE                             321 56 10.4
 OY0862:UTM  12      -  MIDDLE BUTTE                             322 44 03.6
 OY0862
 OY0862|---------------------------------------------------------------------|
 OY0862| PID    Reference Object                     Distance      Geod. Az  |
 OY0862|                                                           dddmmss.s |
 OY0862| OY0878 MIDDLE BUTTE                        APPROX.47.1 KM 3214729.3 |
 OY0862|---------------------------------------------------------------------|
 OY0862
 OY0862                          SUPERSEDED SURVEY CONTROL
 OY0862
 OY0862  NAD 83(1986)-  43 09 29.93243(N)    112 22 41.80429(W) AD(       ) 2
 OY0862  NAD 27      -  43 09 30.26000(N)    112 22 38.89900(W) AD(       ) 2
 OY0862
 OY0862.Superseded values are not recommended for survey control.
 OY0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0862.See file dsdata.txt to determine how the superseded data were derived.
 OY0862
 OY0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8794779318(NAD 83)
 OY0862
 OY0862  HISTORY     - Date     Condition        Report By
 OY0862  HISTORY     - 1915     MONUMENTED       CGS
 OY0862
 OY0862                          STATION DESCRIPTION
 OY0862
 OY0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CVH)
 OY0862'STATION MAY BEST BE LOCATED BY COMPARISON WITH PRECISE LEVEL
 OY0862'B.M. Q.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0842 ***********************************************************************
 OY0842  DESIGNATION -  BLACKFOOT IDAHO SUGAR CO STACK
 OY0842  PID         -  OY0842
 OY0842  STATE/COUNTY-  ID/BINGHAM
 OY0842  USGS QUAD   -  BLACKFOOT (1971)
 OY0842
 OY0842                         *CURRENT SURVEY CONTROL
 OY0842  ___________________________________________________________________
 OY0842* NAD 83(1992)-  43 12 07.70207(N)    112 19 53.82663(W)     ADJUSTED  
 OY0842* NAVD 88     -                                                        
 OY0842  ___________________________________________________________________
 OY0842  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 OY0842  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 OY0842
 OY0842  HORZ ORDER  -  THIRD
 OY0842
 OY0842.The horizontal coordinates were established by classical geodetic methods
 OY0842.and adjusted by the National Geodetic Survey in July 1992..
 OY0842
 OY0842
 OY0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0842
 OY0842.The geoid height was determined by GEOID03.
 OY0842
 OY0842;                    North         East     Units Scale Factor Converg.
 OY0842;SPC ID E     -   170,567.211   186,594.547   MT  0.99994958   -0 06 46.5
 OY0842;UTM  12      - 4,784,123.122   391,817.819   MT  0.99974397   -0 54 42.0
 OY0842
 OY0842                          SUPERSEDED SURVEY CONTROL
 OY0842
 OY0842  NAD 83(1986)-  43 12 07.69583(N)    112 19 53.81384(W) AD(       ) 4
 OY0842  NAD 27      -  43 12 07.99800(N)    112 19 50.90400(W) AD(       ) 3
 OY0842
 OY0842.Superseded values are not recommended for survey control.
 OY0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0842.See file dsdata.txt to determine how the superseded data were derived.
 OY0842
 OY0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9181884123(NAD 83)
 OY0842
 OY0842  HISTORY     - Date     Condition        Report By
 OY0842  HISTORY     - 1936     MONUMENTED       CGS
 OY0842
 OY0842                          STATION DESCRIPTION
 OY0842
 OY0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 OY0842'STATION IS AT THE N CITY LIMITS OF THE TOWN OF BLACKFOOT, AT THE
 OY0842'UTAH, IDAHO SUGAR COMPANY REFINERY.  IT IS A RED-BRICK STACK, 212
 OY0842'FEET IN HEIGHT AND ABOUT 15 FEET AT THE BASE AND ABOUT 10 FEET
 OY0842'AT THE TOP.  THE POINT SIGHTED ON WAS THE CENTER OF THE TOP OF
 OY0842'THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0843 ***********************************************************************
 OY0843  DESIGNATION -  BLACKFOOT MTN STS TT CO MAST
 OY0843  PID         -  OY0843
 OY0843  STATE/COUNTY-  ID/BINGHAM
 OY0843  USGS QUAD   -  BLACKFOOT (1971)
 OY0843
 OY0843                         *CURRENT SURVEY CONTROL
 OY0843  ___________________________________________________________________
 OY0843* NAD 83(1992)-  43 11 29.26455(N)    112 20 41.06583(W)     ADJUSTED  
 OY0843* NAVD 88     -                                                        
 OY0843  ___________________________________________________________________
 OY0843  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 OY0843  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 OY0843
 OY0843  HORZ ORDER  -  THIRD
 OY0843
 OY0843.The horizontal coordinates were established by classical geodetic methods
 OY0843.and adjusted by the National Geodetic Survey in July 1992..
 OY0843
 OY0843
 OY0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0843
 OY0843.The geoid height was determined by GEOID03.
 OY0843
 OY0843;                    North         East     Units Scale Factor Converg.
 OY0843;SPC ID E     -   169,383.271   185,525.613   MT  0.99994994   -0 07 18.8
 OY0843;UTM  12      - 4,782,954.436   390,732.707   MT  0.99974687   -0 55 13.7
 OY0843
 OY0843                          SUPERSEDED SURVEY CONTROL
 OY0843
 OY0843  NAD 83(1986)-  43 11 29.25803(N)    112 20 41.05248(W) AD(       ) 4
 OY0843  NAD 27      -  43 11 29.56700(N)    112 20 38.13500(W) AD(       ) 3
 OY0843
 OY0843.Superseded values are not recommended for survey control.
 OY0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0843.See file dsdata.txt to determine how the superseded data were derived.
 OY0843
 OY0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9073382954(NAD 83)
 OY0843
 OY0843  HISTORY     - Date     Condition        Report By
 OY0843  HISTORY     - 1960     MONUMENTED       CGS
 OY0843
 OY0843                          STATION DESCRIPTION
 OY0843
 OY0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0843'STATION IS THE TOP CENTER OF THE MOUNTAIN STATES TELEPHONE
 OY0843'AND TELEGRAPH COMPANY, MICRO-WAVE RELAY MAST.  IT IS A 4 LEGGED
 OY0843'LACED STEEL STRUCTURE, PAINTED RED AND WHITE, WITH 2 FANS
 OY0843'ON TOP AND HAS A RED FLASHING LIGHT ON TOP.  IT IS 285 FEET
 OY0843'HIGH.
 OY0843'
 OY0843'STATION IS IN THE CENTRAL PART OF BLACKFOOT ON THE TELEPHONE
 OY0843'COMPANY PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0844 ***********************************************************************
 OY0844  DESIGNATION -  BLACKFOOT NORTH MUNICIPAL TANK
 OY0844  PID         -  OY0844
 OY0844  STATE/COUNTY-  ID/BINGHAM
 OY0844  USGS QUAD   -  BLACKFOOT (1971)
 OY0844
 OY0844                         *CURRENT SURVEY CONTROL
 OY0844  ___________________________________________________________________
 OY0844* NAD 83(1992)-  43 11 31.29901(N)    112 20 44.32992(W)     ADJUSTED  
 OY0844* NAVD 88     -                                                        
 OY0844  ___________________________________________________________________
 OY0844  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 OY0844  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 OY0844
 OY0844  HORZ ORDER  -  THIRD
 OY0844
 OY0844.The horizontal coordinates were established by classical geodetic methods
 OY0844.and adjusted by the National Geodetic Survey in July 1992..
 OY0844
 OY0844
 OY0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0844
 OY0844.The geoid height was determined by GEOID03.
 OY0844
 OY0844;                    North         East     Units Scale Factor Converg.
 OY0844;SPC ID E     -   169,446.208   185,452.049   MT  0.99994997   -0 07 21.0
 OY0844;UTM  12      - 4,783,018.380   390,660.042   MT  0.99974707   -0 55 16.0
 OY0844
 OY0844                          SUPERSEDED SURVEY CONTROL
 OY0844
 OY0844  NAD 83(1986)-  43 11 31.29203(N)    112 20 44.31663(W) AD(       ) 4
 OY0844  NAD 27      -  43 11 31.59400(N)    112 20 41.40200(W) AD(       ) 3
 OY0844
 OY0844.Superseded values are not recommended for survey control.
 OY0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0844.See file dsdata.txt to determine how the superseded data were derived.
 OY0844
 OY0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9066083018(NAD 83)
 OY0844
 OY0844  HISTORY     - Date     Condition        Report By
 OY0844  HISTORY     - 1959     MONUMENTED       CGS
 OY0844
 OY0844                          STATION DESCRIPTION
 OY0844
 OY0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OY0844'AN ELEVATED STEEL WATER TANK TOWARDS THE NORTH LIMITS OF THE
 OY0844'CITY OF BLACKFOOT.  THE LONGTITUDINAL DEMENSIONS OF THE TANK
 OY0844'IS ABOUT 2-1/2 TIMES THAT OF ITS DIAMETER.  THE CONICAL TOP
 OY0844'OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0841 ***********************************************************************
 OY0841  DESIGNATION -  BLACKFOOT RADIO STA KBLI MAST
 OY0841  PID         -  OY0841
 OY0841  STATE/COUNTY-  ID/BINGHAM
 OY0841  USGS QUAD   -  BLACKFOOT (1971)
 OY0841
 OY0841                         *CURRENT SURVEY CONTROL
 OY0841  ___________________________________________________________________
 OY0841* NAD 83(1992)-  43 10 03.65807(N)    112 22 10.95808(W)     ADJUSTED  
 OY0841* NAVD 88     -                                                        
 OY0841  ___________________________________________________________________
 OY0841  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 OY0841  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 OY0841
 OY0841  HORZ ORDER  -  THIRD
 OY0841
 OY0841.The horizontal coordinates were established by classical geodetic methods
 OY0841.and adjusted by the National Geodetic Survey in July 1992..
 OY0841
 OY0841
 OY0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0841
 OY0841.The geoid height was determined by GEOID03.
 OY0841
 OY0841;                    North         East     Units Scale Factor Converg.
 OY0841;SPC ID E     -   166,746.207   183,489.563   MT  0.99995072   -0 08 20.1
 OY0841;UTM  12      - 4,780,346.524   388,660.524   MT  0.99975250   -0 56 13.8
 OY0841
 OY0841                          SUPERSEDED SURVEY CONTROL
 OY0841
 OY0841  NAD 83(1986)-  43 10 03.65159(N)    112 22 10.94464(W) AD(       ) 4
 OY0841  NAD 27      -  43 10 03.95400(N)    112 22 08.02800(W) AD(       ) 3
 OY0841
 OY0841.Superseded values are not recommended for survey control.
 OY0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0841.See file dsdata.txt to determine how the superseded data were derived.
 OY0841
 OY0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8866180347(NAD 83)
 OY0841
 OY0841  HISTORY     - Date     Condition        Report By
 OY0841  HISTORY     - 1959     MONUMENTED       CGS
 OY0841  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OY0841  HISTORY     - 1968     SEE DESCRIPTION  CGS
 OY0841
 OY0841                          STATION DESCRIPTION
 OY0841
 OY0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0841'THE STATION IS 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM
 OY0841'THE JUNCTION OF U.S. HIGHWAYS 191, 91 AND 26 AT BLACKFOOT.
 OY0841'THE TOWER IS A THREE LEGGED STEEL STRUCTURE PAINTED RED AND
 OY0841'WHITE AND IS ABOUT 140 FEET HIGH.  POINT OF INTERSECTION
 OY0841'WAS THE FLASHING RED LIGHT ON THE TOP.
 OY0841
 OY0841                          STATION RECOVERY (1960)
 OY0841
 OY0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0841'THE STATION IS THE TOP OF THE MAST, LOCATED 2 MILES SOUTHWEST
 OY0841'OF BLACKFOOT AND 0.1 MILE NORTHWEST OF U.S. HIGHWAY 91.
 OY0841'IT IS A STEEL STRUCTURE, PAINTED ALTERNATELY RED AND WHITE
 OY0841'AND 304 FEET HIGH.
 OY0841
 OY0841                          STATION RECOVERY (1968)
 OY0841
 OY0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 OY0841'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 OY0841'
 OY0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH
 OY0841'OF BLACKFOOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0846 ***********************************************************************
 OY0846  DESIGNATION -  BLACKFOOT SOUTH MUNICIPAL TANK
 OY0846  PID         -  OY0846
 OY0846  STATE/COUNTY-  ID/BINGHAM
 OY0846  USGS QUAD   -  BLACKFOOT (1971)
 OY0846
 OY0846                         *CURRENT SURVEY CONTROL
 OY0846  ___________________________________________________________________
 OY0846* NAD 83(1992)-  43 10 50.66533(N)    112 21 13.78604(W)     ADJUSTED  
 OY0846* NAVD 88     -                                                        
 OY0846  ___________________________________________________________________
 OY0846  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 OY0846  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 OY0846
 OY0846  HORZ ORDER  -  THIRD
 OY0846
 OY0846.The horizontal coordinates were established by classical geodetic methods
 OY0846.and adjusted by the National Geodetic Survey in July 1992..
 OY0846
 OY0846
 OY0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0846
 OY0846.The geoid height was determined by GEOID03.
 OY0846
 OY0846;                    North         East     Units Scale Factor Converg.
 OY0846;SPC ID E     -   168,193.769   184,784.173   MT  0.99995022   -0 07 41.1
 OY0846;UTM  12      - 4,781,775.621   389,974.915   MT  0.99974892   -0 55 35.5
 OY0846
 OY0846                          SUPERSEDED SURVEY CONTROL
 OY0846
 OY0846  NAD 83(1986)-  43 10 50.65856(N)    112 21 13.77293(W) AD(       ) 4
 OY0846  NAD 27      -  43 10 50.96100(N)    112 21 10.85400(W) AD(       ) 3
 OY0846
 OY0846.Superseded values are not recommended for survey control.
 OY0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0846.See file dsdata.txt to determine how the superseded data were derived.
 OY0846
 OY0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8997581776(NAD 83)
 OY0846
 OY0846  HISTORY     - Date     Condition        Report By
 OY0846  HISTORY     - 1959     MONUMENTED       CGS
 OY0846
 OY0846                          STATION DESCRIPTION
 OY0846
 OY0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OY0846'AN ELEVATED STEEL WATER TANK SITUATED TOWARDS THE SOUTH
 OY0846'LIMITS OF THE CITY OF BLACKFOOT.  IT IS OF A HEMISPHERICAL
 OY0846'TYPE, AND IS SQUAT IN APPEARANCE.  THE TOP AND CENTER OF THE
 OY0846'TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0671 ***********************************************************************
 QZ0671  DESIGNATION -  BLACKHAWK
 QZ0671  PID         -  QZ0671
 QZ0671  STATE/COUNTY-  ID/IDAHO
 QZ0671  USGS QUAD   -  BLACK HAWK MOUNTAIN (1995)
 QZ0671
 QZ0671                         *CURRENT SURVEY CONTROL
 QZ0671  ___________________________________________________________________
 QZ0671* NAD 83(1992)-  45 48 49.41689(N)    115 16 30.41874(W)     ADJUSTED  
 QZ0671* NAVD 88     -      1857.7    (meters)    6095.     (feet)  VERTCON   
 QZ0671  ___________________________________________________________________
 QZ0671  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 QZ0671  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 QZ0671
 QZ0671  HORZ ORDER  -  THIRD
 QZ0671
 QZ0671.The horizontal coordinates were established by classical geodetic methods
 QZ0671.and adjusted by the National Geodetic Survey in July 1992..
 QZ0671
 QZ0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0671
 QZ0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0671
 QZ0671.The geoid height was determined by GEOID03.
 QZ0671
 QZ0671;                    North         East     Units Scale Factor Converg.
 QZ0671;SPC ID W     -   460,847.195   836,906.831   MT  0.99995007   +0 20 25.9
 QZ0671;UTM  11      - 5,074,798.289   634,008.668   MT  0.99982078   +1 14 13.4
 QZ0671
 QZ0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0671!SPC ID W     -   0.99971122  x   0.99995007  =   0.99966130
 QZ0671!UTM  11      -   0.99971122  x   0.99982078  =   0.99953205
 QZ0671
 QZ0671:                Primary Azimuth Mark                     Grid Az
 QZ0671:SPC ID W     -  ELK                                      056 02 59.9
 QZ0671:UTM  11      -  ELK                                      055 09 12.4
 QZ0671
 QZ0671|---------------------------------------------------------------------|
 QZ0671| PID    Reference Object                     Distance      Geod. Az  |
 QZ0671|                                                           dddmmss.s |
 QZ0671| QZ0652 ELK                                 APPROX.19.9 KM 0562325.8 |
 QZ0671| CH6475 BLACKHAWK RM 1                       12.600 METERS 24152     |
 QZ0671| CH6476 BLACKHAWK RM 2                        3.234 METERS 31746     |
 QZ0671|---------------------------------------------------------------------|
 QZ0671
 QZ0671                          SUPERSEDED SURVEY CONTROL
 QZ0671
 QZ0671  NAD 83(1986)-  45 48 49.41996(N)    115 16 30.41442(W) AD(       ) 3
 QZ0671  NAD 27      -  45 48 49.74859(N)    115 16 26.98317(W) AD(       ) 3
 QZ0671  NGVD 29 (07/19/86) 1856.5    (m)         6091.     (f) VERT ANG       
 QZ0671
 QZ0671.Superseded values are not recommended for survey control.
 QZ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0671.See file dsdata.txt to determine how the superseded data were derived.
 QZ0671
 QZ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL3400974798(NAD 83)
 QZ0671
 QZ0671  HISTORY     - Date     Condition        Report By
 QZ0671  HISTORY     - 1951     MONUMENTED       USGS
 QZ0671  HISTORY     - 1965     GOOD             USGS
 QZ0671
 QZ0671                          STATION DESCRIPTION
 QZ0671
 QZ0671'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 QZ0671'RECOVERED AS DESCRIBED BY USFS.  TWO RMS SET.
 QZ0671'
 QZ0671'LOCATED 10 MI WNW. OF GREEN MTN., ABOUT 8 MI E. OF ELK CITY, 8 MI
 QZ0671'NNE. OF RED RIVER RANGER STATION, 6 MI SSE. OF ANDERSON BUTTE.  IN
 QZ0671'SMALL CLEARING ON FLAT TOP RINGED WITH TREES.
 QZ0671'
 QZ0671'TO REACH FROM RED RIVER RANGER STATION (SE. OF ELK CITY), GO 7 MI
 QZ0671'NE. TOWARD RED RIVER HOT SPRINGS FOLLOWING MAIN-TRAVELED RD. TO
 QZ0671'TRAIL CREEK RD.  TURN LEFT 0.25 MI TO WIRE GATE, CONTINUE 0.9 MI
 QZ0671'UP GRADE TO RD. FORKS.  TAKE RIGHT FORK 4.25 MI TO RD. FORKS.  TAKE
 QZ0671'LEFT FORK 1.4 MI TO RD. FORK.  TAKE RIGHT FORK 1.7 MI TO TOP OF
 QZ0671'HILL AND STATION.
 QZ0671'
 QZ0671'STATION MARK--USFS DISK STAMPED---BLACKHAWK 1951---, SET IN 2-1/2
 QZ0671'INCH IRON PIPE PROJECTING ABOUT 1.5 FT.
 QZ0671'
 QZ0671'RM 1--STANDARD RM TABLET STAMPED---NO 1 1965---, SET IN ROCK 3.2
 QZ0671'FT. LOWER THAN STATION MARK.
 QZ0671'
 QZ0671'RM 2--STANDARD RM TABLET STAMPED---NO 2 1965---, SET IN CONCRETE
 QZ0671'FOOTING OF DESTROYED LOT ABOUT LEVEL WITH STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0842 ***********************************************************************
 QA0842  DESIGNATION -  BLACKMARE LOOKOUT HOUSE
 QA0842  PID         -  QA0842
 QA0842  STATE/COUNTY-  ID/VALLEY
 QA0842  USGS QUAD   -  BLACKMARE (1973)
 QA0842
 QA0842                         *CURRENT SURVEY CONTROL
 QA0842  ___________________________________________________________________
 QA0842* NAD 83(1992)-  44 49 12.50726(N)    115 47 21.15806(W)     ADJUSTED  
 QA0842* NAVD 88     -                                                        
 QA0842  ___________________________________________________________________
 QA0842  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 QA0842  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 QA0842
 QA0842  HORZ ORDER  -  THIRD
 QA0842
 QA0842.The horizontal coordinates were established by classical geodetic methods
 QA0842.and adjusted by the National Geodetic Survey in July 1992..
 QA0842
 QA0842
 QA0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0842
 QA0842.The geoid height was determined by GEOID03.
 QA0842
 QA0842;                    North         East     Units Scale Factor Converg.
 QA0842;SPC ID W     -   350,320.495   796,898.920   MT  0.99993345   -0 01 39.5
 QA0842;UTM  11      - 4,963,683.667   595,726.868   MT  0.99971268   +0 51 12.7
 QA0842
 QA0842                          SUPERSEDED SURVEY CONTROL
 QA0842
 QA0842  NAD 83(1986)-  44 49 12.50665(N)    115 47 21.15995(W) AD(       ) 4
 QA0842  NAD 27      -  44 49 12.87362(N)    115 47 17.73080(W) AD(       ) 3
 QA0842
 QA0842.Superseded values are not recommended for survey control.
 QA0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0842.See file dsdata.txt to determine how the superseded data were derived.
 QA0842
 QA0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK9572763684(NAD 83)
 QA0842
 QA0842  HISTORY     - Date     Condition        Report By
 QA0842  HISTORY     - 1966     MONUMENTED       CGS
 QA0842  HISTORY     - 1979     GOOD             LOCENG
 QA0842
 QA0842                          STATION DESCRIPTION
 QA0842
 QA0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QA0842'STATION IS LOCATED ON A CENTRAL HIGH KNOB, ON A LONG NORTH-SOUTH
 QA0842'RIDGE BETWEEN THE DRAINAGE OF BLACKMARE CREEK, COUGAR CREEK
 QA0842'AND THE EAST FORK OF KENNALLY CREEK.
 QA0842'
 QA0842'THE POINT CAN EASILY BE REACHED BY LEAVING THE PADDY FLAT-POVERTY
 QA0842'FLAT TRAIL ON THE BLACKMARE SUMMIT, AND TRAVELING NORTH ALONG
 QA0842'THE EAST SIDE OF THE MOUNTAIN, ALONG A BLAZED TRAIL TO THE
 QA0842'STATION.
 QA0842'
 QA0842'THE POINT INTERSECTED WAS THE TOP-CENTER OF THE LOOKOUT.
 QA0842
 QA0842                          STATION RECOVERY (1979)
 QA0842
 QA0842'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JJP)
 QA0842'LOOKOUT HAS BEEN ABANDONED FOR SOME YEARS AND THE HOUSE HAS NOT BEEN
 QA0842'MAINTAINED.  THE ORANGE-COLORED SHEET-METAL ROOFING HAS PARTLY BLOWN
 QA0842'AWAY.
 QA0842'
 QA0842'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 16 MILES (AIRLINE)
 QA0842'EAST-NORTHEAST OF DONNELLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1068 ***********************************************************************
 TO1068  DESIGNATION -  BLACKTAIL
 TO1068  PID         -  TO1068
 TO1068  STATE/COUNTY-  ID/BONNER
 TO1068  USGS QUAD   -  COCOLALLA (1996)
 TO1068
 TO1068                         *CURRENT SURVEY CONTROL
 TO1068  ___________________________________________________________________
 TO1068* NAD 83(1992)-  48 07 08.27977(N)    116 31 07.55842(W)     ADJUSTED  
 TO1068* NAVD 88     -      1512.2    (meters)    4961.     (feet)  VERTCON   
 TO1068  ___________________________________________________________________
 TO1068  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 TO1068  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 TO1068
 TO1068  HORZ ORDER  -  SECOND
 TO1068
 TO1068.The horizontal coordinates were established by classical geodetic methods
 TO1068.and adjusted by the National Geodetic Survey in July 1992..
 TO1068
 TO1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1068
 TO1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1068
 TO1068.The geoid height was determined by GEOID03.
 TO1068
 TO1068;                    North         East     Units Scale Factor Converg.
 TO1068;SPC ID W     -   717,280.218   742,766.571   MT  0.99997357   -0 34 20.6
 TO1068;UTM  11      - 5,329,634.991   535,815.220   MT  0.99961576   +0 21 29.9
 TO1068
 TO1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1068!SPC ID W     -   0.99976574  x   0.99997357  =   0.99973932
 TO1068!UTM  11      -   0.99976574  x   0.99961576  =   0.99938159
 TO1068
 TO1068:                Primary Azimuth Mark                     Grid Az
 TO1068:SPC ID W     -  ANTELOPE LOOKOUT                         085 56 26.7
 TO1068:UTM  11      -  ANTELOPE LOOKOUT                         085 00 36.2
 TO1068
 TO1068|---------------------------------------------------------------------|
 TO1068| PID    Reference Object                     Distance      Geod. Az  |
 TO1068|                                                           dddmmss.s |
 TO1068| TO0967 ANTELOPE LOOKOUT                    APPROX.28.5 KM 0852206.1 |
 TO1068| TO0990 SCHAEFER PEAK LOOKOUT               APPROX.11.1 KM 0950518.9 |
 TO1068| TO0988 PACKSADDLE LOOKOUT HOUSE            APPROX.15.6 KM 1285156.9 |
 TO1068| TO0989 PACKSADDLE LOOKOUT TOWER            APPROX.15.6 KM 1285131.8 |
 TO1068| SV1468 FASET PEAK LOOKOUT TOWER            APPROX.24.0 KM 1460714.0 |
 TO1068| SV1477 LAKEVIEW LOOKOUT                    APPROX.18.2 KM 1582318.0 |
 TO1068| SV1479 JACKKNIFE PEAK LOOKOUT TOWER        APPROX.26.3 KM 1674731.6 |
 TO1068| CH6478 BLACKTAIL RM 1                        6.070 METERS 17044     |
 TO1068| SV1553 CHILCO                              APPROX.25.3 KM 1815312.2 |
 TO1068| SV1547 BERNARD PEAK LOOKOUT TOWER          APPROX.20.5 KM 1831431.4 |
 TO1068| TO1064 LITTLE BLACKTAIL LOOKOUT            APPROX. 3.8 KM 2234412.9 |
 TO1068| CH6491 BLACKTAIL BM                          5.490 METERS 31910     |
 TO1068| CH6477 BLACKTAIL RM 2                       29.733 METERS 31911     |
 TO1068| TO1055 SAND POINT BALDY LOOKOUT            APPROX.27.0 KM 3311142.2 |
 TO1068| TO1058 ATLASTA LOOKOUT                     APPROX.37.2 KM 3371410.1 |
 TO1068| TO1063 BLACKTAIL LOOKOUT                   APPROX. 1.4 KM 3382052.5 |
 TO1068|---------------------------------------------------------------------|
 TO1068
 TO1068                          SUPERSEDED SURVEY CONTROL
 TO1068
 TO1068  NAD 83(1986)-  48 07 08.28821(N)    116 31 07.55234(W) AD(       ) 2
 TO1068  NAD 27      -  48 07 08.58635(N)    116 31 03.86744(W) AD(       ) 2
 TO1068  NGVD 29 (07/19/86) 1511.0    (m)         4957.     (f) VERT ANG       
 TO1068
 TO1068.Superseded values are not recommended for survey control.
 TO1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1068.See file dsdata.txt to determine how the superseded data were derived.
 TO1068
 TO1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3581529635(NAD 83)
 TO1068_MARKER: DS = TRIANGULATION STATION DISK
 TO1068_SETTING: 66 = SET IN ROCK OUTCROP
 TO1068
 TO1068  HISTORY     - Date     Condition        Report By
 TO1068  HISTORY     - 1936     MONUMENTED       CGS
 TO1068  HISTORY     - 1947     GOOD             CGS
 TO1068  HISTORY     - 1967     GOOD             USGS
 TO1068
 TO1068                          STATION DESCRIPTION
 TO1068
 TO1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (LCJ)
 TO1068'ABOUT 11 MILES, AIR LINE, SOUTH OF SAND POINT, IDAHO, NEAR
 TO1068'THE WESTERN SHORE OF PEND OREILLE LAKE, AND ABOUT 4 MILES
 TO1068'EAST OF THE HAMLET OF COCOLALLA, IDAHO, ON A PROMINENT BALD
 TO1068'POINT, NEAR THE SOUTH END OF THE SUMMIT.
 TO1068'
 TO1068'TO REACH FROM SANDPOINT, IDAHO, GO SOUTH ON U.S. HIGHWAY
 TO1068'95, CROSSING THE PEND OREILLE BRIDGE, FOR 12.5 MILES, TURN
 TO1068'LEFT ON A DIRT ROAD, GO 1.5 MILES TO SIGN FIRE WARNING, TURN
 TO1068'LEFT AND CONTINUE FOR 3.0 MILES TO AN ABANDONED LOG HOUSE
 TO1068'AT THE END OF TRUCK TRAVEL AND THE FOOT OF TRAIL, FOLLOW
 TO1068'THE TRAIL TO SUMMIT AND STATION, A PACK OF ABOUT 1-1/2 HOURS.
 TO1068'
 TO1068'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 TO1068'OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 2 AND 12A RESPECTIVELY.
 TO1068'
 TO1068'A 50-FOOT U.S. FOREST SERVICE LOOKOUT TOWER ON THE SAME MOUNTAIN
 TO1068'ABOUT 3/4 MILE NORTH OF THE STATION IS USED AS THE AZIMUTH
 TO1068'MARK.
 TO1068
 TO1068                          STATION RECOVERY (1947)
 TO1068
 TO1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (OSR)
 TO1068'ALL MARKS WERE FOUND AS DESCRIBED AND ARE ALL IN GOOD CONDITION.
 TO1068'ORIGINAL DESCRIPTION IS ADEQUATE.
 TO1068
 TO1068                          STATION RECOVERY (1967)
 TO1068
 TO1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO1068'THE LOOKOUT USED AS AZIMUTH MARK HAS BEEN DESTROYED.
 TO1068'
 TO1068'NOTE--IN ORIGINAL DESCRIPTION REFERENCE MARK NOS. ARE REVERSED.
 TO1068'
 TO1068'REFERENCE MARK NO. 1--STANDARD TABLET SET IN ROCK S. OF STATION,
 TO1068'37.03 FT. FROM MARK, S 09 DEG 11 MIN E.
 TO1068'
 TO1068'REFERENCE MARK NO. 2--STANDARD TABLET SET IN ROCK NW. OF STATION,
 TO1068'96.43 FT. FROM MARK, N 40 DEG 52 MIN W.
 TO1068'
 TO1068'STATION MARK--STANDARD BRONZE DISK IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1063 ***********************************************************************
 TO1063  DESIGNATION -  BLACKTAIL LOOKOUT
 TO1063  PID         -  TO1063
 TO1063  STATE/COUNTY-  ID/BONNER
 TO1063  USGS QUAD   -  SAGLE (1968)
 TO1063
 TO1063                         *CURRENT SURVEY CONTROL
 TO1063  ___________________________________________________________________
 TO1063* NAD 83(1992)-  48 07 49.84307(N)    116 31 32.20600(W)     ADJUSTED  
 TO1063* NAVD 88     -                                                        
 TO1063  ___________________________________________________________________
 TO1063  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 TO1063  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 TO1063
 TO1063  HORZ ORDER  -  THIRD
 TO1063
 TO1063.The horizontal coordinates were established by classical geodetic methods
 TO1063.and adjusted by the National Geodetic Survey in July 1992..
 TO1063
 TO1063
 TO1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1063
 TO1063.The geoid height was determined by GEOID03.
 TO1063
 TO1063;                    North         East     Units Scale Factor Converg.
 TO1063;SPC ID W     -   718,568.995   742,269.799   MT  0.99997427   -0 34 39.3
 TO1063;UTM  11      - 5,330,915.069   535,297.764   MT  0.99961531   +0 21 11.8
 TO1063
 TO1063                          SUPERSEDED SURVEY CONTROL
 TO1063
 TO1063  NAD 83(1986)-  48 07 49.85145(N)    116 31 32.19964(W) AD(       ) 4
 TO1063  NAD 27      -  48 07 50.15274(N)    116 31 28.51403(W) AD(       ) 3
 TO1063
 TO1063.Superseded values are not recommended for survey control.
 TO1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1063.See file dsdata.txt to determine how the superseded data were derived.
 TO1063
 TO1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3529830915(NAD 83)
 TO1063
 TO1063  HISTORY     - Date     Condition        Report By
 TO1063  HISTORY     - UNK      MONUMENTED       USGS
 TO1063  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO1063
 TO1063                          STATION DESCRIPTION
 TO1063
 TO1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO1063'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0852 ***********************************************************************
 OZ0852  DESIGNATION -  BLAINE
 OZ0852  PID         -  OZ0852
 OZ0852  STATE/COUNTY-  ID/BLAINE
 OZ0852  USGS QUAD   -  MAGIC RESERVOIR WEST (1986)
 OZ0852
 OZ0852                         *CURRENT SURVEY CONTROL
 OZ0852  ___________________________________________________________________
 OZ0852* NAD 83(1992)-  43 21 49.11742(N)    114 27 44.17477(W)     ADJUSTED  
 OZ0852* NAVD 88     -      1873.1    (meters)    6145.     (feet)  VERTCON   
 OZ0852  ___________________________________________________________________
 OZ0852  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 OZ0852  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 OZ0852
 OZ0852  HORZ ORDER  -  THIRD
 OZ0852
 OZ0852.The horizontal coordinates were established by classical geodetic methods
 OZ0852.and adjusted by the National Geodetic Survey in July 1992..
 OZ0852
 OZ0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0852
 OZ0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0852
 OZ0852.The geoid height was determined by GEOID03.
 OZ0852
 OZ0852;                    North         East     Units Scale Factor Converg.
 OZ0852;SPC ID C     -   188,599.685   462,530.994   MT  0.99996463   -0 19 02.7
 OZ0852;UTM  11      - 4,804,325.897   705,626.074   MT  1.00012014   +1 44 35.1
 OZ0852
 OZ0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0852!SPC ID C     -   0.99970849  x   0.99996463  =   0.99967313
 OZ0852!UTM  11      -   0.99970849  x   1.00012014  =   0.99982859
 OZ0852
 OZ0852:                Primary Azimuth Mark                     Grid Az
 OZ0852:SPC ID C     -  32 LC                                    188 20 51.7
 OZ0852:UTM  11      -  32 LC                                    186 17 13.9
 OZ0852
 OZ0852|---------------------------------------------------------------------|
 OZ0852| PID    Reference Object                     Distance      Geod. Az  |
 OZ0852|                                                           dddmmss.s |
 OZ0852| OZ0850 32 LC                               APPROX. 7.7 KM 1880149.0 |
 OZ0852|---------------------------------------------------------------------|
 OZ0852
 OZ0852                          SUPERSEDED SURVEY CONTROL
 OZ0852
 OZ0852  NAD 83(1986)-  43 21 49.11483(N)    114 27 44.17047(W) AD(       ) 3
 OZ0852  NGVD 29 (01/23/89) 1872.0    (m)         6142.     (f) VERT ANG       
 OZ0852
 OZ0852.Superseded values are not recommended for survey control.
 OZ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0852.See file dsdata.txt to determine how the superseded data were derived.
 OZ0852
 OZ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ0562604326(NAD 83)
 OZ0852_MARKER: DD = SURVEY DISK
 OZ0852_SETTING: 80 = SET IN A BOULDER
 OZ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0852+STABILITY: SURFACE MOTION
 OZ0852
 OZ0852  HISTORY     - Date     Condition        Report By
 OZ0852  HISTORY     - 1956     MONUMENTED       USGS
 OZ0852
 OZ0852                          STATION DESCRIPTION
 OZ0852
 OZ0852'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ0852'LOCATED ABOUT 16 MI. E. OF FAIRFIELD, ON HIGH ROCKY POINT ON TOP OF A
 OZ0852'N-S. RIDGE.
 OZ0852'
 OZ0852'TO REACH FROM FAIRFIELD POST OFFICE, DRIVE E. ON STATE HIGHWAY 68 FOR
 OZ0852'15.1 MI. TO SIDE RD. N., TURN LEFT 0.6 MI. TO T-RD. FORKS, TURN RIGHT
 OZ0852'1.2 MI. TO TOP OF LOW RIDGE, TURN LEFT AND DRIVE ACROSS COUNTRY UP
 OZ0852'RIDGE 0.3 MI. TO END OF RD.  PACK NE. PAST LARGE BOULDERS TO LONG BARE
 OZ0852'RIDGE, TURN N. UP RIDGE AND CONTINUE TO HIGHEST POINT AND STATION.  A
 OZ0852'50-MINUTE PACK.
 OZ0852'
 OZ0852'STATION MARK--STANDARD TABLET STAMPED---BLAINE 1956---, CEMENTED IN
 OZ0852'LARGE BOULDER.
 OZ0852'
 OZ0852'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---1
 OZ0852'BLAINE 1956---, CEMENTED IN BOULDER, 14.96 FT. FROM STATION MARK,
 OZ0852'N 80 DEG 05 MIN W.
 OZ0852'
 OZ0852'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---2
 OZ0852'BLAINE 1956---, CEMENTED IN BOULDER, 22.65 FT. FROM STATION MARK,
 OZ0852'N 47 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1610 ***********************************************************************
 NU1610  DESIGNATION -  BLENZ
 NU1610  PID         -  NU1610
 NU1610  STATE/COUNTY-  ID/POWER
 NU1610  USGS QUAD   -  ROY (1973)
 NU1610
 NU1610                         *CURRENT SURVEY CONTROL
 NU1610  ___________________________________________________________________
 NU1610* NAD 83(1994)-  42 18 36.30228(N)    112 48 18.68117(W)     ADJUSTED  
 NU1610* NAVD 88     -      1756.4    (meters)    5762.     (feet)  VERTCON   
 NU1610  ___________________________________________________________________
 NU1610  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 NU1610  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 NU1610
 NU1610  HORZ ORDER  -  SECOND
 NU1610
 NU1610.The horizontal coordinates were established by classical geodetic methods
 NU1610.and adjusted by the National Geodetic Survey in November 1997..
 NU1610
 NU1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1610
 NU1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1610
 NU1610.The geoid height was determined by GEOID03.
 NU1610
 NU1610;                    North         East     Units Scale Factor Converg.
 NU1610;SPC ID E     -    71,660.023   147,358.199   MT  0.99998145   -0 25 47.4
 NU1610;UTM  12      - 4,685,783.347   351,224.182   MT  0.99987234   -1 12 55.3
 NU1610
 NU1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1610!SPC ID E     -   0.99972677  x   0.99998145  =   0.99970823
 NU1610!UTM  12      -   0.99972677  x   0.99987234  =   0.99959915
 NU1610
 NU1610|---------------------------------------------------------------------|
 NU1610| PID    Reference Object                     Distance      Geod. Az  |
 NU1610|                                                           dddmmss.s |
 NU1610| CM4308 BLENZ RM 2                            6.495 METERS 09654     |
 NU1610| CM4307 BLENZ RM 1                            4.729 METERS 32713     |
 NU1610| NU1607 KRESS                               APPROX.10.2 KM 3484027.7 |
 NU1610|---------------------------------------------------------------------|
 NU1610
 NU1610                          SUPERSEDED SURVEY CONTROL
 NU1610
 NU1610  NAD 83(1992)-  42 18 36.30025(N)    112 48 18.67662(W) AD(       ) 2
 NU1610  NAD 83(1986)-  42 18 36.29982(N)    112 48 18.67285(W) AD(       ) 2
 NU1610  NAD 27      -  42 18 36.60233(N)    112 48 15.72554(W) AD(       ) 2
 NU1610  NGVD 29 (07/19/86) 1755.3    (m)         5759.     (f) VERT ANG       
 NU1610
 NU1610.Superseded values are not recommended for survey control.
 NU1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1610.See file dsdata.txt to determine how the superseded data were derived.
 NU1610
 NU1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5122485783(NAD 83)
 NU1610_MARKER: DS = TRIANGULATION STATION DISK
 NU1610_SETTING: 66 = SET IN ROCK OUTCROP
 NU1610_STAMPING: BLENZ 1968
 NU1610_MARK LOGO: USGS  
 NU1610_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1610+STABILITY: POSITION/ELEVATION WELL
 NU1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1610+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1993
 NU1610
 NU1610  HISTORY     - Date     Condition        Report By
 NU1610  HISTORY     - 1968     MONUMENTED       USGS
 NU1610  HISTORY     - 19930410 GOOD             LOCENG
 NU1610
 NU1610                          STATION DESCRIPTION
 NU1610
 NU1610'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FLA)
 NU1610'LOCATED ABOUT 13 MI. NW. OF HOLBROOK.  4 MI. S. OF ROY.  ABOUT
 NU1610'0.4 MI. W. OF STATE HIGHWAY 37 ON THE N. END OF A SMALL TOP.
 NU1610'
 NU1610'TO REACH FROM THE HIGHWAY JUNCTION JUST NW. OF HOLBROOK, DRIVE
 NU1610'N. ON STATE HIGHWAY 37 FOR 12.7 MI. TO A T-RD. W. (NEAR THE
 NU1610'BLENZ RANCH).  TURN LEFT AND DIRVE W. FOR 0.5 MI. TO A SADDLE.
 NU1610'TURN RIGHT AT THE SADDLE AND DRIVE CROSS-COUNTRY TO THE N. FOR
 NU1610'ABOUT 0.2 MI. TO THE MOST EASTERLY AND NORTHERLY END OF A
 NU1610'SMALL TOP AND STATION.
 NU1610'
 NU1610'STATION MARK--A STANDARD USGS TRIANGULATION TABLET STAMPED
 NU1610'BLENZ 1968 CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 NU1610'
 NU1610'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NU1610'STAMPED NO 1 1968 CEMENTED IN A DRILL HOLE IN THE ROCK OUTCROP
 NU1610'LEVEL WITH THE STATION MARK.
 NU1610'
 NU1610'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NU1610'STAMPED NO 2 1968 SET ON THE TOP OF A COPPERWELD ROD, 2.3 FT.
 NU1610'BELOW THE STATION MARK.
 NU1610
 NU1610                          STATION RECOVERY (1993)
 NU1610
 NU1610'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NU1610'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1616 ***********************************************************************
 NU1616  DESIGNATION -  BLIND
 NU1616  PID         -  NU1616
 NU1616  STATE/COUNTY-  ID/POWER
 NU1616  USGS QUAD   -  WHEATGRASS BENCH (1971)
 NU1616
 NU1616                         *CURRENT SURVEY CONTROL
 NU1616  ___________________________________________________________________
 NU1616* NAD 83(1994)-  42 46 16.56341(N)    112 41 58.55865(W)     ADJUSTED  
 NU1616* NAVD 88     -      1664.1    (meters)    5460.     (feet)  VERTCON   
 NU1616  ___________________________________________________________________
 NU1616  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 NU1616  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 NU1616
 NU1616  HORZ ORDER  -  FIRST
 NU1616
 NU1616.The horizontal coordinates were established by classical geodetic methods
 NU1616.and adjusted by the National Geodetic Survey in June 1998..
 NU1616
 NU1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1616
 NU1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1616
 NU1616.The geoid height was determined by GEOID03.
 NU1616
 NU1616;                    North         East     Units Scale Factor Converg.
 NU1616;SPC ID E     -   122,827.644   156,385.532   MT  0.99997076   -0 21 42.9
 NU1616;UTM  12      - 4,736,815.632   360,954.064   MT  0.99983786   -1 09 15.6
 NU1616
 NU1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1616!SPC ID E     -   0.99974116  x   0.99997076  =   0.99971193
 NU1616!UTM  12      -   0.99974116  x   0.99983786  =   0.99957906
 NU1616
 NU1616:                Primary Azimuth Mark                     Grid Az
 NU1616:SPC ID E     -  AIRWAY BN 14 3 MI S OF MICHAUD           030 05 40.7
 NU1616:UTM  12      -  AIRWAY BN 14 3 MI S OF MICHAUD           030 53 13.4
 NU1616
 NU1616|---------------------------------------------------------------------|
 NU1616| PID    Reference Object                     Distance      Geod. Az  |
 NU1616|                                                           dddmmss.s |
 NU1616| NU1617 AIRWAY BN 14 3 MI S OF MICHAUD      APPROX.10.8 KM 0294357.8 |
 NU1616| NU1612 MICHAUD GABLE ON WAREHOUSE          APPROX.16.5 KM 0322611.5 |
 NU1616| OY0851 BEACON 15                           APPROX.43.6 KM 0323528.0 |
 NU1616| NU1611 POCATELLO MUN AIRPORT TANK BCN      APPROX.17.1 KM 0334412.7 |
 NU1616| CM4310 BLIND RM 1                            6.697 METERS 04515     |
 NU1616| CM4311 BLIND RM 2                            4.918 METERS 14233     |
 NU1616| CM4309 BLIND AZ MK                                        1464819.7 |
 NU1616| NU1641 AMERICAN FALLS ABANDONED ELEV       APPROX.13.9 KM 2761050.1 |
 NU1616| NU1643 AMERICAN FALLS POWER CO ELEV        APPROX.12.8 KM 2781734.0 |
 NU1616| NU1646 BOWER                               APPROX.23.5 KM 2782550.9 |
 NU1616| NU1640 AMERICAN FALLS UP RR WATER TK       APPROX.12.6 KM 2825252.0 |
 NU1616| NU1638 ABERDEEN MUNICIPAL TANK             APPROX.22.3 KM 3295638.0 |
 NU1616|---------------------------------------------------------------------|
 NU1616
 NU1616                          SUPERSEDED SURVEY CONTROL
 NU1616
 NU1616  NAD 83(1992)-  42 46 16.56341(N)    112 41 58.55865(W) AD(       ) 1
 NU1616  NAD 83(1986)-  42 46 16.55775(N)    112 41 58.54690(W) AD(       ) 1
 NU1616  NAD 27      -  42 46 16.87500(N)    112 41 55.58500(W) AD(       ) 1
 NU1616  NGVD 29 (07/19/86) 1663.0    (m)         5456.     (f) VERT ANG       
 NU1616
 NU1616.Superseded values are not recommended for survey control.
 NU1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1616.See file dsdata.txt to determine how the superseded data were derived.
 NU1616
 NU1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN6095436816(NAD 83)
 NU1616_MARKER: DS = TRIANGULATION STATION DISK
 NU1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1616
 NU1616  HISTORY     - Date     Condition        Report By
 NU1616  HISTORY     - 1936     MONUMENTED       CGS
 NU1616  HISTORY     - 1950     GOOD             CGS
 NU1616  HISTORY     - 1960     GOOD             CGS
 NU1616  HISTORY     - 1970     GOOD             USGS
 NU1616  HISTORY     - 1971     GOOD             USGS
 NU1616
 NU1616                          STATION DESCRIPTION
 NU1616
 NU1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 NU1616'STATION IS LOCATED ON THE HIGHEST POINT OF A JUNIPER-COVERED
 NU1616'RIDGE ABOUT 8-3/4 MILES DUE E OF AMERICAN FALLS AND IS ABOUT
 NU1616'15 MILES SW OF POCATELLO, IN THE NE 1/4 OF SECTION 34, T 7 S,
 NU1616'R 32 E.
 NU1616'
 NU1616'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 NU1616'IN CONCRETE, AS DESCRIBED IN NOTES 1A, AND 11A.
 NU1616'
 NU1616'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A ROCK
 NU1616'OUTCROPPING ABOUT HALF-WAY UP HILL, 1/4 MILE SSE.  THERE IS A
 NU1616'PROMINENT OUTCROPPING WHICH RUNS UP AND DOWN THE HILL AND
 NU1616'THE AZIMUTH IS IN THE CENTER OF THIS ROCK OUTCROP.
 NU1616'
 NU1616'TO REACH FROM POCATELLO, GO W ON U.S. HIGHWAY 30 N, FOR 11
 NU1616'MILES, AND TURN LEFT (S) AT WAREHOUSE AT MICHAUD (TELEPHONE
 NU1616'ARROW HERE.) PROCEED 1.65 MILES AND TURN LEFT AT GRAVEL
 NU1616'T-ROAD JUNCTION, CONTINUE S 5 MILES OR 0.6 MILE BEYOND A
 NU1616'TELEPHONE POLE ON THE RIGHT WITH WHITE-PAINTED U.S.G.S. ON
 NU1616'N SIDE, AND TURN RIGHT ONTO COUNTRY ROAD.  FOLLOW THIS ROAD
 NU1616'0.15 MILE WHERE IT LEADS ONTO A NEWLY GRADED NARROW DIRT
 NU1616'ROAD.  FOLLOW THIS MAIN-TRAVELED ROAD 1.6 MILES AND PASS
 NU1616'A WINDMILL AND BLACK TANK ABOUT 50 YARDS TO RIGHT.  CONTINUE
 NU1616'ON MAIN-TRAVELED ROAD WINDING UP HILL FOR 2.15 MILES WHERE
 NU1616'IT BENDS SLIGHTLY LEFT AFTER A LONG STRAIGHT STRETCH AND
 NU1616'CONTINUE ON ANOTHER STRAIGHT STRETCH UP HILL FOR 0.7 MILE
 NU1616'TO TOP OF HIGH FLAT GROUND AND TURN OFF RIGHT (W) ANYWHERE
 NU1616'HERE FROM MAIN ROAD AND FOLLOW ACROSS SAGE-BRUSH AND AROUND
 NU1616'JUNIPERS UP SLIGHT GRADE ABOUT 0.5 MILE TO STATION.
 NU1616
 NU1616                          STATION RECOVERY (1950)
 NU1616
 NU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1616'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 NU1616'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 NU1616'
 NU1616'THE STATION IS LOCATED ON THE HIGHEST POINT AND WESTERN END
 NU1616'OF A JUNIPER-COVERED RIDGE, ABOUT 8 MILES AIRLINE EAST OF
 NU1616'AMERICAN FALLS, ABOUT 15 MILES AIRLINE SOUTHWEST OF POCATELLO,
 NU1616'AND ABOUT 14 MILES AIRLINE SOUTHEAST OF ABERDEEN.
 NU1616'
 NU1616'TO REACH THE STATION FROM THE POST OFFICE AT THE JUNCTION OF
 NU1616'STATE HIGHWAY 39 AND U.S. HIGHWAY 30N IN AMERICAN FALLS, GO
 NU1616'NORTHEAST ON U.S. HIGHWAY 30N FOR 14.6 MILES TO A WAREHOUSE
 NU1616'AND A SIDE ROAD ON THE RIGHT.  TURN RIGHT AS PER SIGN CRYSTAL
 NU1616'AND GO 1.7 MILES TO A T-ROAD.  TURN LEFT AND GO 4.7 MILES TO
 NU1616'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 1.8 MILES TO A
 NU1616'FORK ABOUT 50 YARDS SOUTHWEST OF A WINDMILL AND A WATERING
 NU1616'TANK.  TURN RIGHT AND GO 0.8 MILE TO A CROSS ROAD.  TURN LEFT
 NU1616'AND GO 2.5 MILES TO THE TOP AND APPROXIMATE CENTER OF A HIGH
 NU1616'LEVEL RIDGE.  TURN RIGHT AND GO WEST, CROSS COUNTRY FOR 0.5
 NU1616'MILE TO THE STATION AT THE WESTERN END OF THE RIDGE.
 NU1616'
 NU1616'THE STATION MARK IS A STANDARD DISK STAMPED BLIND 1936 SET
 NU1616'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT
 NU1616'10 INCHES ABOVE THE GROUND.  IT IS ABOUT 16 FEET NORTHWEST
 NU1616'OF A WHITE WITNESS POST.
 NU1616'
 NU1616'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BLIND
 NU1616'NO 1 1950 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 NU1616'THAT PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.  IT IS ABOUT
 NU1616'1 FOOT LOWER THAN THE STATION.
 NU1616'
 NU1616'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BLIND
 NU1616'NO 2 1936 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 NU1616'THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT
 NU1616'2 FEET WEST OF A WHITE WITNESS POST AND ABOUT THE SAME ELEVATION
 NU1616'AS THE STATION.
 NU1616'
 NU1616'THE AZIMUTH MARK IS LOCATED NEAR THE CENTER OF A PROMINENT
 NU1616'OUTCROPPING OF BEDROCK THAT PROJECTS OUT OF THE HILLSIDE BELOW
 NU1616'THE STATION.  IT IS A STANDARD DISK STAMPED BLIND 1936 SET IN
 NU1616'A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 3 FEET
 NU1616'OUT OF THE GROUND AND IS ABOUT 8 FEET LONG AND 4 FEET WIDE.
 NU1616'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST,
 NU1616'DOWNHILL, FOR ABOUT 0.3 MILE TO AN OUTCROPPING OF ROCK AND THE
 NU1616'AZIMUTH MARK.
 NU1616
 NU1616                          STATION RECOVERY (1960)
 NU1616
 NU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1616'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 NU1616'DESCRIBED AND IN GOOD CONDITION. NO ATTEMPT WAS MADE TO RECOVER
 NU1616'THE AZIMUTH MARK.
 NU1616'
 NU1616'THE ORIGINAL ROUTE TO STATION WILL BE CHANGED WHEN NEW
 NU1616'HIGHWAY CONSTRUCTION IS COMPLETED.
 NU1616'
 NU1616'THE STATION WAS INTERSECTED AND NOT OCCUPIED THIS DATE.
 NU1616
 NU1616                          STATION RECOVERY (1970)
 NU1616
 NU1616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NU1616'INSTRUMENT STAND 3.8 FT ABOVE STATION MARK.
 NU1616'
 NU1616'NEW TO REACH FOLLOWS--
 NU1616'
 NU1616'TO REACH FROM OVERPASS AT INTERSTATE 15 AND U.S. HIGHWAY 191
 NU1616'DRIVE W. ON I-15 FOR 10.0 MI.  TURN LEFT AT A GROUP OF METAL
 NU1616'BUILDINGS AND GRAIN ELEVATOR AND GO 0.3 MI.  TURN RIGHT
 NU1616'AT T-RD. S. FOR 2.3 MI TO AN OFFSET X-RDS.  CONTINUE S. FOR
 NU1616'3.0 MI TO RIGHT ANGLE BEND IN GRAVEL RD.  CONTINUE S. ON FIELD
 NU1616'RD. FOR 0.9 MI.  TURN LEFT UPHILL ON MAIN RD. FOR 2.6 MI TO
 NU1616'RIDGE TOP.  TURN RIGHT CROSS-COUNTRY UP SLIGHT RISE FOR 0.5
 NU1616'MI TO STATION AT WEST END OF RIDGE.
 NU1616
 NU1616                          STATION RECOVERY (1971)
 NU1616
 NU1616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU1616'FOUND AS DESCRIBED BY USGS 1970
 NU1616'
 NU1616'R.M.S CHECK IN 1971
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0367 ***********************************************************************
 NV0367  DESIGNATION -  BLISS
 NV0367  PID         -  NV0367
 NV0367  STATE/COUNTY-  ID/GOODING
 NV0367  USGS QUAD   -  BLISS (1992)
 NV0367
 NV0367                         *CURRENT SURVEY CONTROL
 NV0367  ___________________________________________________________________
 NV0367* NAD 83(1992)-  42 55 21.18262(N)    114 56 45.19908(W)     ADJUSTED  
 NV0367* NAVD 88     -      1006.367  (meters)    3301.72   (feet)  ADJUSTED  
 NV0367  ___________________________________________________________________
 NV0367  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 NV0367  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 NV0367  DYNAMIC HT  -        1005.919 (meters)    3300.25  (feet)  COMP
 NV0367  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 NV0367
 NV0367  HORZ ORDER  -  THIRD
 NV0367  VERT ORDER  -  SECOND    CLASS 0
 NV0367
 NV0367.The horizontal coordinates were established by classical geodetic methods
 NV0367.and adjusted by the National Geodetic Survey in July 1992..
 NV0367
 NV0367.The orthometric height was determined by differential leveling
 NV0367.and adjusted by the National Geodetic Survey in June 1991..
 NV0367
 NV0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0367
 NV0367.The geoid height was determined by GEOID03.
 NV0367
 NV0367.The dynamic height is computed by dividing the NAVD 88
 NV0367.geopotential number by the normal gravity value computed on the
 NV0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0367.degrees latitude (g = 980.6199 gals.).
 NV0367
 NV0367.The modeled gravity was interpolated from observed gravity values.
 NV0367
 NV0367;                    North         East     Units Scale Factor Converg.
 NV0367;SPC ID C     -   139,929.129   422,778.327   MT  1.00002070   -0 38 39.1
 NV0367;SPC ID W     -   139,806.779   865,646.095   MT  0.99998633   +0 32 51.5
 NV0367;UTM  11      - 4,754,261.156   667,640.030   MT  0.99994574   +1 23 57.1
 NV0367
 NV0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0367!SPC ID C     -   0.99984462  x   1.00002070  =   0.99986531
 NV0367!SPC ID W     -   0.99984462  x   0.99998633  =   0.99983095
 NV0367!UTM  11      -   0.99984462  x   0.99994574  =   0.99979036
 NV0367
 NV0367|---------------------------------------------------------------------|
 NV0367| PID    Reference Object                     Distance      Geod. Az  |
 NV0367|                                                           dddmmss.s |
 NV0367| NV0368 BLISS RM 1                           53.071 METERS 08415     |
 NV0367| NV0369 BLISS RM 2                           61.399 METERS 12100     |
 NV0367| NV0454 BLISS AZ MK                                        2814744.0 |
 NV0367| NV1125 SALT LAKE PORTLAND AWY BCN 22       APPROX. 6.9 KM 3064847.5 |
 NV0367| NV1118 BLISS UNION PACIFIC RR TANK         APPROX. 0.6 KM 3274752.5 |
 NV0367|---------------------------------------------------------------------|
 NV0367
 NV0367                          SUPERSEDED SURVEY CONTROL
 NV0367
 NV0367  NAD 83(1986)-  42 55 21.18128(N)    114 56 45.19750(W) AD(       ) 3
 NV0367  NAD 27      -  42 55 21.53600(N)    114 56 41.98000(W) AD(       ) 3
 NV0367  NGVD 29 (??/??/92) 1005.36   (m)         3298.4    (f) COMPUTED    2 0
 NV0367
 NV0367.Superseded values are not recommended for survey control.
 NV0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0367.See file dsdata.txt to determine how the superseded data were derived.
 NV0367
 NV0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6764054261(NAD 83)
 NV0367_MARKER: DS = TRIANGULATION STATION DISK
 NV0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0367_STAMPING: BLISS 1945
 NV0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0367+STABILITY: SURFACE MOTION
 NV0367
 NV0367  HISTORY     - Date     Condition        Report By
 NV0367  HISTORY     - 1945     MONUMENTED       CGS
 NV0367  HISTORY     - 1945     GOOD             CGS
 NV0367  HISTORY     - 1959     SEE DESCRIPTION  CGS
 NV0367  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NV0367  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0367
 NV0367                          STATION DESCRIPTION
 NV0367
 NV0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV0367'STATION IS LOCATED ON A LOW SAGEBRUSH-COVERED HILL 0.4 MILE
 NV0367'SE OF THE RAILROAD STATION AT BLISS AND 0.1 MILE SE OF THE E
 NV0367'CORNER OF THE Y-JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 NV0367'24.  IT IS 60 FEET WSW OF THE SW CORNER OF A STEEL FENCE
 NV0367'AROUND A GRAVE THAT IS NEAR THE HIGHEST POINT OF A ROUND-TOPPED
 NV0367'HILL.  MARK IS STAMPED BLISS 1945 AND IS FLUSH WITH THE
 NV0367'GROUND.
 NV0367'
 NV0367'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 NV0367'SET IN CONCRETE.
 NV0367'
 NV0367'REFERENCE MARK 1 IS LOCATED IN A N-S FENCE LINE, ON THE
 NV0367'HIGHEST POINT OF THE HILL, AND IS 2 FEET HIGHER IN ELEVATION
 NV0367'THAN THE STATION MARK.  IT IS STAMPED BLISS NO 1 1945 AND IS
 NV0367'3 INCHES ABOVE THE GROUND.
 NV0367'
 NV0367'REFERENCE MARK 2 IS LOCATED ON THE SW SLOPE OF THE HILL, IN
 NV0367'THE SAME FENCE LINE AS REFERENCE MARK 1, AND IS 2 FEET LOWER
 NV0367'IN ELEVATION THAN STATION MARK.  IT IS STAMPED BLISS NO 2 1945
 NV0367'AND IS 3 INCHES ABOVE THE GROUND.
 NV0367'
 NV0367'AZIMUTH MARK IS LOCATED 1.4 MILES W OF BLISS, IN THE HIGHWAY
 NV0367'OVERPASS CROSSING THE RAILROAD TRACKS.  IT IS A BRONZE DISK
 NV0367'SET IN THE TOP OF THE SE END OF THE NE CONCRETE RAIL AND IS
 NV0367'STAMPED BLISS 1945.
 NV0367
 NV0367                          STATION RECOVERY (1945)
 NV0367
 NV0367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 NV0367'IN BLISS.
 NV0367'ALONG STATE HIGHWAY 24.  ON TOP OF A PROMINENT KNOLL SOUTHEAST OF THE
 NV0367'EAST Y INTERSECTION OF HIGHWAYS U.S. 30 AND STATE HIGHWAY 24.  NEAR A
 NV0367'SMALL GRAVEYARD.  59.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 NV0367'IRON FENCE AROUND THE GRAVE OF JOHN C. SMITH.  54 YARDS WEST OF A
 NV0367'NORTH-SOUTH FENCE AROUND A LARGE EXCAVATION PIT.  FLUSH WITH THE
 NV0367'GROUND.  A STANDARD DISK BRONZE TRIANGULATION DISK SET IN TOP OF A
 NV0367'CONCRETE POST.  IN 1945, THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 NV0367'HIGHWAY 24 WAS 0.55 MILE WEST OF THE PRESENT JUNCTION OF U.S. HIGHWAYS
 NV0367'20, 26, AND 30.
 NV0367
 NV0367                          STATION RECOVERY (1959)
 NV0367
 NV0367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0367'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 NV0367'RECOVERED AND FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 NV0367'OF 1945 IS ADEQUATE FOR RECOVERY, U.S. HIGHWAY 30 IS NOW
 NV0367'ROUTED NORTH OF THE STATION ALONG WITH STATE HIGHWAY 25 AND THE
 NV0367'STATION IS NOW NEAR THE EAST EDGE OF A GRAVEL PIT.  A DIFFERENCE
 NV0367'OF .01 FOOT SHORTER DISTANCE WAS FOUND IN THE MEASUREMENT OF
 NV0367'R.M.  1 AND .05 FOOT SHORTER DISTANCE WAS NOTED TO R.M. 2.
 NV0367
 NV0367                          STATION RECOVERY (1971)
 NV0367
 NV0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NV0367'THE STATION MARK, THE UNDERGROUND MARK, AND BOTH REFERENCE MARKS
 NV0367'HAVE BEEN DESTROYED.  THE AZIMUTH MARK WAS RECOVERED IN
 NV0367'GOOD CONDITION.  THE TO REACH IS ADEQUATE.  AS THERE IS
 NV0367'ADEQUATE HORIZONTAL COVERAGE IN THE AREA, THAT IS IN GOOD
 NV0367'ORDER, NO EFFORT WAS MADE TO RESTORE THIS STATION AT THIS TIME.
 NV0367'
 NV0367'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BLISS
 NV0367
 NV0367                          STATION RECOVERY (1983)
 NV0367
 NV0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0367'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0454 ***********************************************************************
 NV0454  DESIGNATION -  BLISS AZ MK
 NV0454  PID         -  NV0454
 NV0454  STATE/COUNTY-  ID/GOODING
 NV0454  USGS QUAD   -  BLISS (1992)
 NV0454
 NV0454                         *CURRENT SURVEY CONTROL
 NV0454  ___________________________________________________________________
 NV0454* NAD 83(1986)-  42 55 34.     (N)    114 58 14.     (W)     SCALED    
 NV0454* NAVD 88     -       998.285  (meters)    3275.21   (feet)  ADJUSTED  
 NV0454  ___________________________________________________________________
 NV0454  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 NV0454  DYNAMIC HT  -         997.842 (meters)    3273.75  (feet)  COMP
 NV0454  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 NV0454
 NV0454  VERT ORDER  -  FIRST     CLASS II
 NV0454
 NV0454.The horizontal coordinates were scaled from a topographic map and have
 NV0454.an estimated accuracy of +/- 6 seconds.
 NV0454
 NV0454.The orthometric height was determined by differential leveling
 NV0454.and adjusted by the National Geodetic Survey in June 1991..
 NV0454
 NV0454.The geoid height was determined by GEOID03.
 NV0454
 NV0454.The dynamic height is computed by dividing the NAVD 88
 NV0454.geopotential number by the normal gravity value computed on the
 NV0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0454.degrees latitude (g = 980.6199 gals.).
 NV0454
 NV0454.The modeled gravity was interpolated from observed gravity values.
 NV0454
 NV0454;                    North         East    Units  Estimated Accuracy
 NV0454;SPC ID C     -   140,350.      420,770.      MT  (+/- 180 meters Scaled)
 NV0454
 NV0454                          SUPERSEDED SURVEY CONTROL
 NV0454
 NV0454.No superseded survey control is available for this station.
 NV0454
 NV0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH656546(NAD 83)
 NV0454_MARKER: DZ = AZIMUTH MARK DISK
 NV0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0454_SP_SET: RAIL
 NV0454_STAMPING: BLISS 1945 AZ
 NV0454_MARK LOGO: CGS   
 NV0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0454
 NV0454  HISTORY     - Date     Condition        Report By
 NV0454  HISTORY     - 1945     MONUMENTED       CGS
 NV0454  HISTORY     - 1959     GOOD             NGS
 NV0454  HISTORY     - 1983     GOOD             NGS
 NV0454
 NV0454                          STATION DESCRIPTION
 NV0454
 NV0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NV0454'1.4 MI W FROM BLISS.
 NV0454'1.4 MILES WEST OF BLISS, GOODING COUNTY, IN THE HIGHWAY OVERPASS OVER
 NV0454'THE RAILROAD TRACKS.  THIS MARK IS SET IN THE TOP OF SOUTHEAST END OF
 NV0454'NORTHEAST CONCRETEE RAIL OF U.S. HIGHWAY 30 OVERPASS OVER UNION
 NV0454'PACIFIC RAILROAD.  A STANDARD DISK, STAMPED BLISS 1945 AZI.
 NV0454
 NV0454                          STATION RECOVERY (1983)
 NV0454
 NV0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0454'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.95 KM
 NV0454'(1.2 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN BLISS, IN
 NV0454'TOP OF AND 0.3 METER (1 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 NV0454'NORTHEAST GUARDRAIL FOR THE OVERPASS BRIDGE OVER THE UNION PACIFIC
 NV0454'RAILROAD, 4.5 METERS (15 FT) NORTHEAST OF THE HIGHWAY CENTERLINE.
 NV0454'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0368 ***********************************************************************
 NV0368  DESIGNATION -  BLISS RM 1
 NV0368  PID         -  NV0368
 NV0368  STATE/COUNTY-  ID/GOODING
 NV0368  USGS QUAD   -  BLISS (1992)
 NV0368
 NV0368                         *CURRENT SURVEY CONTROL
 NV0368  ___________________________________________________________________
 NV0368* NAD 83(1986)-  42 55 21.     (N)    114 56 44.     (W)     SCALED    
 NV0368* NAVD 88     -      1006.766  (meters)    3303.03   (feet)  ADJUSTED  
 NV0368  ___________________________________________________________________
 NV0368  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 NV0368  DYNAMIC HT  -        1006.318 (meters)    3301.56  (feet)  COMP
 NV0368  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 NV0368
 NV0368  VERT ORDER  -  SECOND    CLASS 0
 NV0368
 NV0368.The horizontal coordinates were scaled from a topographic map and have
 NV0368.an estimated accuracy of +/- 6 seconds.
 NV0368
 NV0368.The orthometric height was determined by differential leveling
 NV0368.and adjusted by the National Geodetic Survey in June 1991..
 NV0368
 NV0368.The geoid height was determined by GEOID03.
 NV0368
 NV0368.The dynamic height is computed by dividing the NAVD 88
 NV0368.geopotential number by the normal gravity value computed on the
 NV0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0368.degrees latitude (g = 980.6199 gals.).
 NV0368
 NV0368.The modeled gravity was interpolated from observed gravity values.
 NV0368
 NV0368;                    North         East    Units  Estimated Accuracy
 NV0368;SPC ID C     -   139,920.      422,810.      MT  (+/- 180 meters Scaled)
 NV0368
 NV0368                          SUPERSEDED SURVEY CONTROL
 NV0368
 NV0368  NGVD 29 (??/??/92) 1005.958  (m)         3300.38   (f) ADJ UNCH    2 0
 NV0368
 NV0368.Superseded values are not recommended for survey control.
 NV0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0368.See file dsdata.txt to determine how the superseded data were derived.
 NV0368
 NV0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH676542(NAD 83)
 NV0368_MARKER: DR = REFERENCE MARK DISK
 NV0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0368_STAMPING: BLISS NO 1 1945
 NV0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0368+STABILITY: SURFACE MOTION
 NV0368
 NV0368  HISTORY     - Date     Condition        Report By
 NV0368  HISTORY     - 1945     MONUMENTED       CGS
 NV0368  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0368
 NV0368                          STATION DESCRIPTION
 NV0368
 NV0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0368'IN BLISS.
 NV0368'ALONG STATE HIGHWAY 24.  ON TOP OF A PROMINENT KNOLL SOUTHEAST OF THE
 NV0368'EAST Y INTERSECTION OF HIGHWAYS U.S. 30 AND STATE HIGHWAY 24.  NEAR A
 NV0368'SMALL GRAVEYARD.  IN A FENCE LINE BORDERING A LARGE GRAVEL PIT.  EAST
 NV0368'OF THE GRAVE OF JOHN C. SMITH.  19 FEET EAST OF THE SOUTHEAST CORNER
 NV0368'OF A WIRE FENCE AROUND A GROUP OF GRAVES.  3 INCHES ABOVE THE GROUND.
 NV0368'A STANDARD BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE POST. IN
 NV0368'1945, THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 24 WAS 0.55
 NV0368'MILE WEST OF THE PRESENT JUNCTION OF U.S. HIGHWAYS 20. 26, AND 30.
 NV0368
 NV0368                          STATION RECOVERY (1983)
 NV0368
 NV0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0368'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0369 ***********************************************************************
 NV0369  DESIGNATION -  BLISS RM 2
 NV0369  PID         -  NV0369
 NV0369  STATE/COUNTY-  ID/GOODING
 NV0369  USGS QUAD   -  BLISS (1992)
 NV0369
 NV0369                         *CURRENT SURVEY CONTROL
 NV0369  ___________________________________________________________________
 NV0369* NAD 83(1986)-  42 55 21.     (N)    114 56 44.     (W)     SCALED    
 NV0369* NAVD 88     -      1006.024  (meters)    3300.60   (feet)  ADJUSTED  
 NV0369  ___________________________________________________________________
 NV0369  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 NV0369  DYNAMIC HT  -        1005.576 (meters)    3299.13  (feet)  COMP
 NV0369  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 NV0369
 NV0369  VERT ORDER  -  SECOND    CLASS 0
 NV0369
 NV0369.The horizontal coordinates were scaled from a topographic map and have
 NV0369.an estimated accuracy of +/- 6 seconds.
 NV0369
 NV0369.The orthometric height was determined by differential leveling
 NV0369.and adjusted by the National Geodetic Survey in June 1991..
 NV0369
 NV0369.The geoid height was determined by GEOID03.
 NV0369
 NV0369.The dynamic height is computed by dividing the NAVD 88
 NV0369.geopotential number by the normal gravity value computed on the
 NV0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0369.degrees latitude (g = 980.6199 gals.).
 NV0369
 NV0369.The modeled gravity was interpolated from observed gravity values.
 NV0369
 NV0369;                    North         East    Units  Estimated Accuracy
 NV0369;SPC ID C     -   139,920.      422,810.      MT  (+/- 180 meters Scaled)
 NV0369
 NV0369                          SUPERSEDED SURVEY CONTROL
 NV0369
 NV0369  NGVD 29 (??/??/92) 1005.216  (m)         3297.95   (f) ADJ UNCH    2 0
 NV0369
 NV0369.Superseded values are not recommended for survey control.
 NV0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0369.See file dsdata.txt to determine how the superseded data were derived.
 NV0369
 NV0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH676542(NAD 83)
 NV0369_MARKER: DR = REFERENCE MARK DISK
 NV0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0369_STAMPING: BLISS NO 2 1945
 NV0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0369+STABILITY: SURFACE MOTION
 NV0369
 NV0369  HISTORY     - Date     Condition        Report By
 NV0369  HISTORY     - 1945     MONUMENTED       CGS
 NV0369  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0369
 NV0369                          STATION DESCRIPTION
 NV0369
 NV0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0369'IN BLISS.
 NV0369'ALONG STATE HIGHWAY 24.  ON TOP OF A PROMINENT KNOLL SOUTHEAST OF THE
 NV0369'EAST Y INTERSECTION OF HIGHWAYS U.S. 30 AND STATE HIGHWAY 24.  NEAR A
 NV0369'SMALL CEMETERY.  49 YARDS SOUTHEAST OF THE IRON FENCE ENCLOSURE AROUND
 NV0369'THE GRAVE OF JOHN C. SMITH.  IN FENCE LINE AROUND A LARGE GRAVEL PIT.
 NV0369'A STANDARD BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE POST. IN
 NV0369'1945, THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 24 WAS 0.55
 NV0369'MILE WEST OF THE PRESENT JUNCTION OF U.S. HIGHWAYS 20, 26, AND 30.
 NV0369
 NV0369                          STATION RECOVERY (1983)
 NV0369
 NV0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0369'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1118 ***********************************************************************
 NV1118  DESIGNATION -  BLISS UNION PACIFIC RR TANK
 NV1118  PID         -  NV1118
 NV1118  STATE/COUNTY-  ID/GOODING
 NV1118  USGS QUAD   -  BLISS (1992)
 NV1118
 NV1118                         *CURRENT SURVEY CONTROL
 NV1118  ___________________________________________________________________
 NV1118* NAD 83(1992)-  42 55 38.03938(N)    114 56 59.64565(W)     ADJUSTED  
 NV1118* NAVD 88     -                                                        
 NV1118  ___________________________________________________________________
 NV1118  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 NV1118  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 NV1118
 NV1118  HORZ ORDER  -  THIRD
 NV1118
 NV1118.The horizontal coordinates were established by classical geodetic methods
 NV1118.and adjusted by the National Geodetic Survey in July 1992..
 NV1118
 NV1118
 NV1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1118
 NV1118.The geoid height was determined by GEOID03.
 NV1118
 NV1118;                    North         East     Units Scale Factor Converg.
 NV1118;SPC ID C     -   140,452.976   422,456.585   MT  1.00002131   -0 38 49.1
 NV1118;SPC ID W     -   140,323.802   865,313.538   MT  0.99998579   +0 32 41.8
 NV1118;UTM  11      - 4,754,773.158   667,299.839   MT  0.99994434   +1 23 47.7
 NV1118
 NV1118                          SUPERSEDED SURVEY CONTROL
 NV1118
 NV1118  NAD 83(1986)-  42 55 38.03785(N)    114 56 59.64452(W) AD(       ) 4
 NV1118  NAD 27      -  42 55 38.39300(N)    114 56 56.42600(W) AD(       ) 3
 NV1118
 NV1118.Superseded values are not recommended for survey control.
 NV1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1118.See file dsdata.txt to determine how the superseded data were derived.
 NV1118
 NV1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6730054773(NAD 83)
 NV1118
 NV1118  HISTORY     - Date     Condition        Report By
 NV1118  HISTORY     - 1945     MONUMENTED       CGS
 NV1118
 NV1118                          STATION DESCRIPTION
 NV1118
 NV1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1118'THE TANK IS A CYLINDRICAL STEEL TANK 33 FEET HIGH AND 36 FEET
 NV1118'IN DIAMETER.  THE SIDES ARE PAINTED BLACK, THE TOP ALUMINUM,
 NV1118'AND THE TANK IS SUPPORTED BY SEVERAL STEEL LEGS.  THE OVER-ALL
 NV1118'HEIGHT IS 65 FEET.  IT IS 100 FEET W OF A DIRT ROAD AND 200
 NV1118'FEET E OF DEPOT, AT THE N EDGE OF TRACKS.
 NV1118'
 NV1118'THE POINT OBSERVED UPON WAS A SMALL CONE ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0967 ***********************************************************************
 OY0967  DESIGNATION -  BLIZZARD
 OY0967  PID         -  OY0967
 OY0967  STATE/COUNTY-  ID/BLAINE
 OY0967  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY0967
 OY0967                         *CURRENT SURVEY CONTROL
 OY0967  ___________________________________________________________________
 OY0967* NAD 83(1992)-  43 29 54.50233(N)    113 40 06.65700(W)     ADJUSTED  
 OY0967* NAVD 88     -      2839.9    (meters)    9317.     (feet)  VERTCON   
 OY0967  ___________________________________________________________________
 OY0967  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 OY0967  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 OY0967
 OY0967  HORZ ORDER  -  THIRD
 OY0967
 OY0967.The horizontal coordinates were established by classical geodetic methods
 OY0967.and adjusted by the National Geodetic Survey in July 1992..
 OY0967
 OY0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0967
 OY0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0967
 OY0967.The geoid height was determined by GEOID03.
 OY0967
 OY0967;                    North         East     Units Scale Factor Converg.
 OY0967;SPC ID C     -   203,528.162   526,808.611   MT  0.99995621   +0 13 41.4
 OY0967;UTM  12      - 4,819,631.319   284,255.987   MT  1.00017257   -1 50 15.1
 OY0967
 OY0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0967!SPC ID C     -   0.99955680  x   0.99995621  =   0.99951303
 OY0967!UTM  12      -   0.99955680  x   1.00017257  =   0.99972929
 OY0967
 OY0967:                Primary Azimuth Mark                     Grid Az
 OY0967:SPC ID C     -  COLD                                     007 40 08.0
 OY0967:UTM  12      -  COLD                                     009 44 04.5
 OY0967
 OY0967|---------------------------------------------------------------------|
 OY0967| PID    Reference Object                     Distance      Geod. Az  |
 OY0967|                                                           dddmmss.s |
 OY0967| OY0990 COLD                                APPROX. 8.7 KM 0075349.4 |
 OY0967| CN4011 BLIZZARD RM CROSS                     2.609 METERS 14057     |
 OY0967| CN4010 BLIZZARD RM 1                         5.962 METERS 27618     |
 OY0967|---------------------------------------------------------------------|
 OY0967
 OY0967                          SUPERSEDED SURVEY CONTROL
 OY0967
 OY0967  NAD 83(1986)-  43 29 54.49843(N)    113 40 06.65022(W) AD(       ) 3
 OY0967  NAD 27      -  43 29 54.85928(N)    113 40 03.53731(W) AD(       ) 3
 OY0967  NGVD 29 (07/19/86) 2838.6    (m)         9313.     (f) VERT ANG       
 OY0967
 OY0967.Superseded values are not recommended for survey control.
 OY0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0967.See file dsdata.txt to determine how the superseded data were derived.
 OY0967
 OY0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP8425619631(NAD 83)
 OY0967_MARKER: DD = SURVEY DISK
 OY0967_SETTING: 66 = SET IN ROCK OUTCROP
 OY0967_SP_SET: PARTIALLY EXPOSED BEDROCK
 OY0967
 OY0967  HISTORY     - Date     Condition        Report By
 OY0967  HISTORY     - 1915     MONUMENTED       USGS
 OY0967  HISTORY     - 1959     GOOD             USGS
 OY0967  HISTORY     - 1972     SEE DESCRIPTION  USGS
 OY0967
 OY0967                          STATION DESCRIPTION
 OY0967
 OY0967'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 OY0967'LOCATED 30 MI SW. OF ARCO, 10 MI E. OF CROOKS POST OFFICE, ABOUT
 OY0967'6 MI W. OF MARTIN POST OFFICE AND RANCH.  ON IRON MOUNTAIN, THE
 OY0967'HIGHEST ROCKY-TOPPED GRASSY HILL OF ANTELOPE MOUNTAINS, AT HEAD
 OY0967'OF LAVA AND COTTONWOOD CREEKS TO NORTH AND EAST, AND IRON MINE
 OY0967'CREEK AND FISH CREEK TO SOUTH AND WEST, ON MAIN DIVIDE BETWEEN
 OY0967'LOST RIVER AND WOOD RIVER DRAINAGE.
 OY0967'
 OY0967'STANDARD TABLET, UNSTAMPED, SET IN ROCK IN PLACE UNDER CENTER OF
 OY0967'LARGE MONUMENT.
 OY0967'
 OY0967'RM 1--CHISELED CROSS ON SOLID ROCK SE.
 OY0967'
 OY0967'RM 2--CENTER OF SMALLER MONUMENT ON EAST END OF HILL.
 OY0967
 OY0967                          STATION RECOVERY (1959)
 OY0967
 OY0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 OY0967'TO REACH FROM COURTHOUSE IN ARCO, DRIVE 4.9 MI SW. ALONG U.S. HWY. 20
 OY0967'TO ROAD INTERSECTION AT SOLBERG LANDING STRIP.  TURN RIGHT LEAVING
 OY0967'HWY. FOLLOWING MAIN-TRAVELED ROAD 2.1 MI TO X-RD., CONTINUE
 OY0967'STRAIGHT ALONG MAIN-TRAVELED ROAD 6.6 MI TO Y-RD. FORK.  TAKE LEFT
 OY0967'FORK FOLLOWING MAIN-TRAVELED ROAD 1.3 MI TO T-RD. W.  TURN RIGHT
 OY0967'(W.) FOLLOWING MAIN-TRAVELED ROAD 4.8 MI TO T-RD. S.  TURN LEFT
 OY0967'(S.) FOLLOWING OLD ROAD UP CANYON 1.3 MI TO Y-RD. FORK IN SADDLE.
 OY0967'TAKE RIGHT FORK FOLLOWING OLD ROAD 0.8 MI TO ROAD FORK, GO STRAIGHT
 OY0967'AHEAD FOLLOWING OLD ROAD 2.8 MI TO SADDLE AND END OF TRUCK
 OY0967'TRAVEL.  PACK SOUTH UP RIDGE TO HIGHEST POINT AND STATION.  A 25-
 OY0967'MIN. PACK.
 OY0967'
 OY0967'RM 1--STANDARD TABLET STAMPED---BLIZZARD 1915 NO 1 1959---,
 OY0967'CEMENTED IN ROCK OUTCROP.
 OY0967'
 OY0967'RM 2--CHISELED CROSS ON SOLID ROCK (RM 1 IN 1915).
 OY0967
 OY0967                          STATION RECOVERY (1972)
 OY0967
 OY0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0967'STATION MARK FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0868 ***********************************************************************
 RY0868  DESIGNATION -  BLODGETT MTN
 RY0868  PID         -  RY0868
 RY0868  STATE/COUNTY-  ID/IDAHO
 RY0868  USGS QUAD   -  BLODGETT MOUNTAIN (1994)
 RY0868
 RY0868                         *CURRENT SURVEY CONTROL
 RY0868  ___________________________________________________________________
 RY0868* NAD 83(1992)-  46 16 23.39297(N)    114 27 53.35653(W)     ADJUSTED  
 RY0868* NAVD 88     -      2637.0    (meters)    8652.     (feet)  VERTCON   
 RY0868  ___________________________________________________________________
 RY0868  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 RY0868  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 RY0868
 RY0868  HORZ ORDER  -  THIRD
 RY0868
 RY0868.The horizontal coordinates were established by classical geodetic methods
 RY0868.and adjusted by the National Geodetic Survey in July 1992..
 RY0868
 RY0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0868
 RY0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0868
 RY0868.The geoid height was determined by GEOID03.
 RY0868
 RY0868;                    North         East     Units Scale Factor Converg.
 RY0868;SPC ID W     -   512,604.504   899,056.179   MT  1.00005391   +0 55 43.7
 RY0868;UTM  11      - 5,127,522.590   695,333.741   MT  1.00006905   +1 49 57.4
 RY0868
 RY0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0868!SPC ID W     -   0.99958898  x   1.00005391  =   0.99964287
 RY0868!UTM  11      -   0.99958898  x   1.00006905  =   0.99965800
 RY0868
 RY0868:                Primary Azimuth Mark                     Grid Az
 RY0868:SPC ID W     -  DIVIDE 3                                 182 29 16.4
 RY0868:UTM  11      -  DIVIDE 3                                 181 35 02.7
 RY0868
 RY0868|---------------------------------------------------------------------|
 RY0868| PID    Reference Object                     Distance      Geod. Az  |
 RY0868|                                                           dddmmss.s |
 RY0868| RY0862 DIVIDE 3                            APPROX. 9.1 KM 1832500.1 |
 RY0868|---------------------------------------------------------------------|
 RY0868
 RY0868                          SUPERSEDED SURVEY CONTROL
 RY0868
 RY0868  NAD 83(1986)-  46 16 23.40013(N)    114 27 53.34617(W) AD(       ) 3
 RY0868  NAD 27      -  46 16 23.67811(N)    114 27 50.00330(W) AD(       ) 3
 RY0868  NGVD 29 (07/19/86) 2635.6    (m)         8647.     (f) VERT ANG       
 RY0868
 RY0868.Superseded values are not recommended for survey control.
 RY0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0868.See file dsdata.txt to determine how the superseded data were derived.
 RY0868
 RY0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM9533427523(NAD 83)
 RY0868_MARKER: DD = SURVEY DISK
 RY0868_SETTING: 66 = SET IN ROCK OUTCROP
 RY0868_SP_SET: SET IN BEDROCK
 RY0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0868+STABILITY: POSITION/ELEVATION WELL
 RY0868
 RY0868  HISTORY     - Date     Condition        Report By
 RY0868  HISTORY     - 1966     MONUMENTED       USGS
 RY0868
 RY0868                          STATION DESCRIPTION
 RY0868
 RY0868'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0868'LOCATED ABOUT 26.2 MI. (AIRLINE) SSE. OF LOLO PASS, ABOUT 15.3 MI.
 RY0868'W. OF HAMILTON, MONTANA, ON A HIGH MOUNTAIN ON THE IDAHO-MONTANA
 RY0868'STATE LINE.
 RY0868'
 RY0868'TO REACH FROM HAMILTON, MONTANA, DRIVE W. UP BLODGETT CREEK TO
 RY0868'BLODGETT PASS, ABOUT 14 MI. BACKPACK W. UP RIDGE, TO BASE OF CLIFF,
 RY0868'HIKE SW. ALONG BASE OF CLIFF TO LARGE CLEFT IN ROCK, HIKE NW. UP
 RY0868'CLEFT TO TOP OF RIDGE, THEN NE. TO TOP AND STATION (2-1/2 HOURS
 RY0868'FROM PASS).
 RY0868'
 RY0868'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED---BLODGETT MTN
 RY0868'1966--- CEMENTED IN BEDROCK.
 RY0868'
 RY0868'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 RY0868'---NO 1 1966---, 17.21 FT. FROM STATION MARK, N 70 DEG 09 MIN W.
 RY0868'
 RY0868'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 RY0868'---NO 2 1966---, 13.49 FT. FROM STATION MARK, S 07 DEG 19 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0546 ***********************************************************************
 NT0546  DESIGNATION -  BLOOM
 NT0546  PID         -  NT0546
 NT0546  STATE/COUNTY-  ID/BEAR LAKE
 NT0546  USGS QUAD   -  PARIS (1980)
 NT0546
 NT0546                         *CURRENT SURVEY CONTROL
 NT0546  ___________________________________________________________________
 NT0546* NAD 83(1994)-  42 12 00.63084(N)    111 26 11.25758(W)     ADJUSTED  
 NT0546* NAVD 88     -      2097.3    (meters)    6881.     (feet)  VERTCON   
 NT0546  ___________________________________________________________________
 NT0546  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 NT0546  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 NT0546
 NT0546  HORZ ORDER  -  THIRD
 NT0546
 NT0546.The horizontal coordinates were established by classical geodetic methods
 NT0546.and adjusted by the National Geodetic Survey in November 1997..
 NT0546
 NT0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0546
 NT0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0546
 NT0546.The geoid height was determined by GEOID03.
 NT0546
 NT0546;                    North         East     Units Scale Factor Converg.
 NT0546;SPC ID E     -    59,512.877   260,305.153   MT  0.99999210   +0 29 25.8
 NT0546;UTM  12      - 4,672,094.032   463,966.858   MT  0.99961598   -0 17 35.5
 NT0546
 NT0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0546!SPC ID E     -   0.99967328  x   0.99999210  =   0.99966538
 NT0546!UTM  12      -   0.99967328  x   0.99961598  =   0.99928938
 NT0546
 NT0546:                Primary Azimuth Mark                     Grid Az
 NT0546:SPC ID E     -  STOCKYARD WT                             031 47 24.7
 NT0546:UTM  12      -  STOCKYARD WT                             032 34 26.0
 NT0546
 NT0546|---------------------------------------------------------------------|
 NT0546| PID    Reference Object                     Distance      Geod. Az  |
 NT0546|                                                           dddmmss.s |
 NT0546| NT0553 STOCKYARD WT                        APPROX.17.5 KM 0321650.5 |
 NT0546| NT0554 KVSI RADIO TOWER                    APPROX.16.0 KM 0354425.4 |
 NT0546| NT0545 PARIS TABERNACLE SP                 APPROX. 4.1 KM 0461630.2 |
 NT0546|---------------------------------------------------------------------|
 NT0546
 NT0546                          SUPERSEDED SURVEY CONTROL
 NT0546
 NT0546  NAD 83(1992)-  42 12 00.63139(N)    111 26 11.25387(W) AD(       ) 3
 NT0546  NAD 83(1986)-  42 12 00.62527(N)    111 26 11.25201(W) AD(       ) 3
 NT0546  NAD 27      -  42 12 00.88944(N)    111 26 08.50280(W) AD(       ) 3
 NT0546  NGVD 29 (07/19/86) 2096.1    (m)         6877.     (f) VERT ANG       
 NT0546
 NT0546.Superseded values are not recommended for survey control.
 NT0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0546.See file dsdata.txt to determine how the superseded data were derived.
 NT0546
 NT0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM6396772094(NAD 83)
 NT0546_MARKER: DD = SURVEY DISK
 NT0546_SETTING: 80 = SET IN A BOULDER
 NT0546_SP_SET: PARTIALLY EXPOSED BOULDER
 NT0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0546+STABILITY: SURFACE MOTION
 NT0546
 NT0546  HISTORY     - Date     Condition        Report By
 NT0546  HISTORY     - 1966     MONUMENTED       USGS
 NT0546
 NT0546                          STATION DESCRIPTION
 NT0546
 NT0546'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NT0546'LOCATED ABOUT 2.5 MI. (AIRLINE) SW. OF PARIS, ABOUT 2 MI. NW. OF
 NT0546'BLOOMINGTON, ON A TOP ON THE DIVIDE BETWEEN PARIS CANYON AND
 NT0546'BLOOMINGTON CREEK.
 NT0546'
 NT0546'TO REACH FROM THE POST OFFICE IN PARIS, DRIVE S. ALONG U.S. HIGHWAY
 NT0546'89 FOR 0.7 MI. TO DIRT RD. (W.), TAKE RIGHT FORK W. FOR 0.8 MI. TO
 NT0546'WIRE GATE AT T-RD., CONTINUE STRAIGHT AHEAD THRU GATE AND UP DRAW
 NT0546'FOR 1 MI. TO A Y-RD., TAKE LEFT FORK PASSING THRU THE W. GATE OF
 NT0546'TWO WIRE GATES FOR 0.4 MI. TO DRAIN, ABOUT 100 YDS. E. OF A SPRING,
 NT0546'FROM THIS POINT CONTINUE S. CROSS-COUNTRY PASSING TO W. OF GROVE OF
 NT0546'ASPEN, THENCE ONTO RIDGE AND STATION, A DISTANCE OF 0.3 MI.
 NT0546'
 NT0546'STATION MARK--STANDARD TABLET STAMPED---BLOOM 1966--- SET IN A
 NT0546'NATURALLY EMBEDDED BOULDER PROJECTING ABOUT 0.3 FT.
 NT0546'
 NT0546'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER STAMPED---1---
 NT0546'CEMENTED INTO A SHALLOW DRILL HOLE IN BOULDER PROJECTING ABOUT 1 FT.,
 NT0546'23.20 FT. FROM STATION MARK, N 83 DEG 34 MIN W.
 NT0546'
 NT0546'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER STAMPED---2---
 NT0546'CEMENTED INTO A SHALLOW DRILL HOLE IN BOULDER PROJECTING ABOUT 0.5
 NT0546'FT., 21.85 FT. FROM STATION MARK, N 01 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1063 ***********************************************************************
 SU1063  DESIGNATION -  BLOOM
 SU1063  PID         -  SU1063
 SU1063  STATE/COUNTY-  ID/SHOSHONE
 SU1063  USGS QUAD   -  BLOOM PEAK (1983)
 SU1063
 SU1063                         *CURRENT SURVEY CONTROL
 SU1063  ___________________________________________________________________
 SU1063* NAD 83(1992)-  47 45 17.44440(N)    115 49 49.37079(W)     ADJUSTED  
 SU1063* NAVD 88     -      1788.2    (meters)    5867.     (feet)  VERTCON   
 SU1063  ___________________________________________________________________
 SU1063  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 SU1063  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 SU1063
 SU1063  HORZ ORDER  -  THIRD
 SU1063
 SU1063.The horizontal coordinates were established by classical geodetic methods
 SU1063.and adjusted by the National Geodetic Survey in July 1992..
 SU1063
 SU1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1063
 SU1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1063
 SU1063.The geoid height was determined by GEOID03.
 SU1063
 SU1063;                    North         East     Units Scale Factor Converg.
 SU1063;SPC ID W     -   676,513.886   793,973.595   MT  0.99993378   -0 03 34.2
 SU1063;UTM  11      - 5,289,715.318   587,660.312   MT  0.99969443   +0 51 57.2
 SU1063
 SU1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1063!SPC ID W     -   0.99972233  x   0.99993378  =   0.99965612
 SU1063!UTM  11      -   0.99972233  x   0.99969443  =   0.99941684
 SU1063
 SU1063:                Primary Azimuth Mark                     Grid Az
 SU1063:SPC ID W     -  SUNSET                                   180 55 11.7
 SU1063:UTM  11      -  SUNSET                                   179 59 40.3
 SU1063
 SU1063|---------------------------------------------------------------------|
 SU1063| PID    Reference Object                     Distance      Geod. Az  |
 SU1063|                                                           dddmmss.s |
 SU1063| SU1051 SUNSET                              APPROX.21.3 KM 1805137.5 |
 SU1063|---------------------------------------------------------------------|
 SU1063
 SU1063                          SUPERSEDED SURVEY CONTROL
 SU1063
 SU1063  NAD 83(1986)-  47 45 17.44852(N)    115 49 49.36178(W) AD(       ) 3
 SU1063  NAD 27      -  47 45 17.72082(N)    115 49 45.74054(W) AD(       ) 3
 SU1063  NGVD 29 (07/19/86) 1787.0    (m)         5863.     (f) VERT ANG       
 SU1063
 SU1063.Superseded values are not recommended for survey control.
 SU1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1063.See file dsdata.txt to determine how the superseded data were derived.
 SU1063
 SU1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN8766089715(NAD 83)
 SU1063
 SU1063  HISTORY     - Date     Condition        Report By
 SU1063  HISTORY     - 1952     MONUMENTED       USFS
 SU1063  HISTORY     - 1956     GOOD             USGS
 SU1063
 SU1063                          STATION DESCRIPTION
 SU1063
 SU1063'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SU1063'LOCATED 20 MI. NE. OF WALLACE, IDAHO, ON THE MONTANA-IDAHO BORDER.
 SU1063'
 SU1063'TO REACH FROM WALLACE POST OFFICE, DRIVE E. TWO BLOCKS, TURN LEFT AND
 SU1063'FOLLOW STREET OUT OF TOWN ON TO NINE MILE CREEK RD., CROSS DIVIDE AND
 SU1063'GO TO PRICHARD, CONTINUE ON THROUGH PRICHARD 0.2 MI. TO T-RD., TAKE
 SU1063'LEFT FORK 4.5 MI. TO RD. SIGN --TROUT CREEK 28--, TURN RIGHT 9 MI. TO
 SU1063'DIVIDE.  STATION IS LOCATED ON HIGHEST POINT ON DIVIDE.  LOOKOUT HOUSE
 SU1063'IS NO LONGER IN EXISTENCE.
 SU1063'
 SU1063'THE STATION MARK WAS REPORTED STAMPED---BLOOM
 SU1063'PEAK 1952---, BUT WAS FOUND STAMPED---VABM 5880 USFS 1952 BLOOM---.
 SU1063'
 SU1063'TWO REFERENCE MARKS WERE SET IN 1956.
 SU1063'
 SU1063'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER DRIVEN INTO FACE OF A
 SU1063'STUMP, 74.06 FT. FROM STATION MARK, S 87 DEG 14 MIN W.
 SU1063'
 SU1063'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER DRIVEN INTO FACE OF A
 SU1063'STUMP, 56.11 FT. FROM STATION MARK, S N 51 DEG 05 MIN W.
 SU1063'
 SU1063'STATE LINE MONUMENT 3 A.P.--A SCRIBED ROCK, 139 FT. FROM STATION MARK
 SU1063'AND 2.9 FT. LOWER, N 55 DEG 12 MIN W.
 SU1063'
 SU1063'NOTE--THE APPROXIMATE CENTER OF THE FORMER LOOKOUT HOUSE --BLOOM
 SU1063'PEAK-- IS 12.45 FT. FROM STATION MARK, S 02 DEG 29 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1062 ***********************************************************************
 SU1062  DESIGNATION -  BLOOM PEAK LOOKOUT HOUSE
 SU1062  PID         -  SU1062
 SU1062  STATE/COUNTY-  ID/SHOSHONE
 SU1062  USGS QUAD   -  BLOOM PEAK (1983)
 SU1062
 SU1062                         *CURRENT SURVEY CONTROL
 SU1062  ___________________________________________________________________
 SU1062* NAD 83(1992)-  47 45 17.32639(N)    115 49 49.35327(W)     ADJUSTED  
 SU1062* NAVD 88     -                                                        
 SU1062  ___________________________________________________________________
 SU1062  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 SU1062  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 SU1062
 SU1062  HORZ ORDER  -  THIRD
 SU1062
 SU1062.The horizontal coordinates were established by classical geodetic methods
 SU1062.and adjusted by the National Geodetic Survey in July 1992..
 SU1062
 SU1062
 SU1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1062
 SU1062.The geoid height was determined by GEOID03.
 SU1062
 SU1062;                    North         East     Units Scale Factor Converg.
 SU1062;SPC ID W     -   676,510.241   793,973.956   MT  0.99993378   -0 03 34.2
 SU1062;SPC MT       -   408,607.455   126,124.095   MT  0.99947662   -4 37 50.5
 SU1062;SPC MT       - 1,340,575.64    413,792.96   iFT  0.99947662   -4 37 50.5
 SU1062;UTM  11      - 5,289,711.680   587,660.731   MT  0.99969443   +0 51 57.2
 SU1062
 SU1062                          SUPERSEDED SURVEY CONTROL
 SU1062
 SU1062  NAD 83(1986)-  47 45 17.32655(N)    115 49 49.33937(W) AD(       ) 4
 SU1062  NAD 27      -  47 45 17.60291(N)    115 49 45.73844(W) AD(       ) 3
 SU1062
 SU1062.Superseded values are not recommended for survey control.
 SU1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1062.See file dsdata.txt to determine how the superseded data were derived.
 SU1062
 SU1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN8766189712(NAD 83)
 SU1062
 SU1062  HISTORY     - Date     Condition        Report By
 SU1062  HISTORY     - 1940     MONUMENTED       CGS
 SU1062
 SU1062                          STATION DESCRIPTION
 SU1062
 SU1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU1062'BLOOM PEAK FOREST SERVICE LOOKOUT HOUSE IS ON THE COEUR
 SU1062'D ALENE NATIONAL FOREST ON A TIMBERED RIDGE, 20 MILES NNE OF
 SU1062'WALLACE, 9 MILES NE OF PRICHARD RANGER STATION ON THE MONTANA
 SU1062'AND IDAHO STATE LINE.  THE CENTER OF THE HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1016 ***********************************************************************
 NV1016  DESIGNATION -  BLUE
 NV1016  PID         -  NV1016
 NV1016  STATE/COUNTY-  ID/JEROME
 NV1016  USGS QUAD   -  TWIN FALLS (1992)
 NV1016
 NV1016                         *CURRENT SURVEY CONTROL
 NV1016  ___________________________________________________________________
 NV1016* NAD 83(1992)-  42 36 26.25151(N)    114 28 30.27065(W)     ADJUSTED  
 NV1016* NAVD 88     -       959.7    (meters)    3149.     (feet)  VERTCON   
 NV1016  ___________________________________________________________________
 NV1016  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 NV1016  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 NV1016
 NV1016  HORZ ORDER  -  SECOND
 NV1016
 NV1016.The horizontal coordinates were established by classical geodetic methods
 NV1016.and adjusted by the National Geodetic Survey in July 1992..
 NV1016
 NV1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1016
 NV1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1016
 NV1016.The geoid height was determined by GEOID03.
 NV1016
 NV1016;                    North         East     Units Scale Factor Converg.
 NV1016;SPC ID C     -   104,584.768   461,018.135   MT  0.99996606   -0 19 17.8
 NV1016;UTM  11      - 4,720,297.202   707,113.956   MT  1.00012779   +1 42 35.7
 NV1016
 NV1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1016!SPC ID C     -   0.99985191  x   0.99996606  =   0.99981797
 NV1016!UTM  11      -   0.99985191  x   1.00012779  =   0.99997968
 NV1016
 NV1016|---------------------------------------------------------------------|
 NV1016| PID    Reference Object                     Distance      Geod. Az  |
 NV1016|                                                           dddmmss.s |
 NV1016| NV1024 BLUE 2                               26.973 METERS 01256     |
 NV1016| CD4293 BLUE RM 1                            11.932 METERS 12101     |
 NV1016| CD4294 BLUE RM 2                             9.912 METERS 20341     |
 NV1016|---------------------------------------------------------------------|
 NV1016
 NV1016                          SUPERSEDED SURVEY CONTROL
 NV1016
 NV1016  NAD 83(1986)-  42 36 26.24982(N)    114 28 30.26795(W) AD(       ) 2
 NV1016  NAD 27      -  42 36 26.58200(N)    114 28 27.13000(W) AD(       ) 2
 NV1016  NGVD 29 (07/19/86)  958.8    (m)         3146.     (f) VERT ANG       
 NV1016
 NV1016.Superseded values are not recommended for survey control.
 NV1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1016.See file dsdata.txt to determine how the superseded data were derived.
 NV1016
 NV1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0711420297(NAD 83)
 NV1016_MARKER: Z = SEE DESCRIPTION
 NV1016_SETTING: 80 = SET IN A BOULDER
 NV1016_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NV1016
 NV1016  HISTORY     - Date     Condition        Report By
 NV1016  HISTORY     - 1946     MONUMENTED       CGS
 NV1016  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NV1016  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NV1016  HISTORY     - 1978     GOOD             NGS
 NV1016  HISTORY     - 1979     SEE DESCRIPTION  NGS
 NV1016
 NV1016                          STATION DESCRIPTION
 NV1016
 NV1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1016'STATION IS LOCATED ABOUT 4 MILES (AIR LINE) NNW OF THE CENTER OF
 NV1016'TWIN FALLS, IN THE BOTTON OF SNAKE RIVER CANYON, 1 MILE WNW OF
 NV1016'THE MAIN RIVER BRIDGE, AND JUST NE OF THE N END OF AN OLD RIVER
 NV1016'BRIDGE.
 NV1016'
 NV1016'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL HOLE
 NV1016'IN THE TOP OF A BOULDER WHICH IS 3 FEET IN DIAMETER AND PROJECTS
 NV1016'7 INCHES.  IT IS 86.6 FEET ENE OF TELEPHONE POLE XBCOL 136, 135
 NV1016'FEET ENE OF N END OF THE BRIDGE, 83.9 FEET ESE OF TELEPHONE
 NV1016'POLE 18, AND 49.0 FEET N OF THE CENTER OF A TRACK ROAD.  DISK IS
 NV1016'STAMPED BLUE 1946.  NO UNDERGROUND MARK WAS SET.
 NV1016'
 NV1016'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 NV1016'DRILL HOLE IN A 5- BY 6-FOOT BOULDER WHICH PROJECTS 14 INCHES AND
 NV1016'IS AT APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  DISK
 NV1016'IS STAMPED BLUE NO 1 1946.
 NV1016'
 NV1016'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 NV1016'DRILL HOLE IN A 5- BY 6-FOOT BOULDER WHICH PROJECTS 1 FOOT AND IS
 NV1016'1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.  DISK IS STAMPED
 NV1016'BLUE NO 2 1946.
 NV1016'
 NV1016'TO REACH THE STATION FROM THE POST OFFICE IN TWIN FALLS, GO
 NV1016'N ON SECOND STREET N. 0.6 MILE TO U.S. HIGHWAY 93, TURN RIGHT (E)
 NV1016'AND FOLLOW HIGHWAY 93 E AND N FOR 1.9 MILES TO A POINT WHERE
 NV1016'HIGHWAY CURVES TO THE RIGHT AND A GRAVEL ROAD LEADS STRAIGHT
 NV1016'AHEAD, KEEP STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 0.2 MILE,
 NV1016'THENCE LEFT FORK AND FOLLOW THE ONLY ROAD DOWN A STEEP CANYON
 NV1016'ROAD FOR 1.6 MILES INTO THE RIVER BOTTOM TO FORKS, BEAR RIGHT
 NV1016'FOR 0.1 MILE, THENCE RIGHT FORK FOR 0.15 MILE TO THE S END OF AN
 NV1016'OLD BRIDGE AND THE END OF TRUCK TRAVEL.  PACK ACROSS THE BRIDGE
 NV1016'TO THE N END AND THE STATION.
 NV1016'
 NV1016'THE SUBSTITUTE CONTROL STATION IS THE CENTER OF A WOODEN GATE
 NV1016'ACROSS THE N END OF A BRIDGE WHICH SPANS SNAKE RIVER.  IT IS 43.8
 NV1016'METERS (143.9 FEET) SW OF THE STATION AND ABOUT 1 MILE WNW OF
 NV1016'THE BRIDGE ON U.S. HIGHWAY 30 WHICH SPANS THE SNAKE RIVER CANYON.
 NV1016
 NV1016                          STATION RECOVERY (1970)
 NV1016
 NV1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BES)
 NV1016'MR. B.E. SESSIONS, IDAHO DEPARTMENT OF HIGHWAYS, WROTE THE FOLLOWING
 NV1016'NEW TO REACH--
 NV1016'
 NV1016'TO REACH THE STATION FROM THE POST OFFICE IN TWIN FALLS, GO NORTH
 NV1016'ON SECOND STREET NORTH 0.6 MILE TO U.S. HIGHWAY 93, TURN RIGHT
 NV1016'(E) AND FOLLOW HIGHWAY 93 EAST AND NORTH FOR 3.19 MILES TO THE
 NV1016'JUNCTION OF U.S. HIGHWAY 93 AND STATE HIGHWAY 79.  TURN RIGHT
 NV1016'(NW) ON STATE HIGHWAY 79 AND GO 1.42 MILES TO THE JUNCTION OF
 NV1016'STATE HIGHWAY 79 AND THE ROAD TO THE BLUE LAKES COUNTRY CLUB ON
 NV1016'THE LEFT.  TURN LEFT (S) AND GO 1.70 MILES ON THE BLUE LAKES
 NV1016'COUNTRY CLUB ROAD TO THE CLUB HOUSE.  GO LEFT TO THE PARKING
 NV1016'LOT.  TURN RIGHT (W) AND PROCEED ON A TRACK ROAD BEARING LEFT
 NV1016'TO THE JUNCTION OF ROAD AT OLD BRIDGE ACROSS THE SNAKE RIVER.
 NV1016'TURN LEFT (SE) AND PROCEED ALONG ROAD TO A TRAMWAY.  THE
 NV1016'STATION IS 25 FEET W.  OF TRAMWAY.  STATION MARK IS A BRONZE
 NV1016'STATION DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 NV1016'WHICH IS 3 FEET IN DIAMETER AND PROJECTS 7 INCHES.  IT IS
 NV1016'86.6 FEET ENE OF TELEPHONE POLE XBCOL 136, 135 FEET ENE OF
 NV1016'NORTH END OF THE OLD BRIDGE, 83.9 FEET ESE OF TELEPHONE
 NV1016'POLE 18 AND 49.0 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 NV1016'DISK IS STAMPED BLUE 1946.
 NV1016'
 NV1016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH
 NV1016'NORTHWEST TWIN FALLS
 NV1016
 NV1016                          STATION RECOVERY (1971)
 NV1016
 NV1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NV1016'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NV1016'CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 NV1016'DESCRIPTION FOLLOWS.
 NV1016'
 NV1016'THE STATION IS 2 MILES NORTH OF TWIN FALLS ON PROPERTY OWNED
 NV1016'BY THE BLUE LAKES COUNTRY CLUB.
 NV1016'
 NV1016'TO REACH THE STATION FROM THE CLUB HOUSE AT THE BLUE LAKES
 NV1016'COUNTRY CLUB, WHICH IS 2 MILES NORTH OF TWIN FALLS, GO TO THE
 NV1016'WEST SIDE OF THE PARKING LOT, AND FOLLOW THE SINGLE LANE TRACK
 NV1016'ROAD SOUTHWEST, SOUTH, AND SOUTHEAST FOR 0.4 MILE TO THE STATION
 NV1016'ON THE LEFT.
 NV1016'
 NV1016'THE STATION MARK, STAMPED BLUE 1946, IS A STANDARD DISK CEMENTED
 NV1016'IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER THAT PROJECTS 6 INCHES,
 NV1016'135 FEET EAST-NORTHEAST OF THE NORTH END OF A TUBE THAT CARRIES
 NV1016'THE WATER ACROSS THE SNAKE RIVER FOR THE CITY OF TWIN FALLS ON
 NV1016'A FORMER HIGHWAY BRIDGE, 90 FEET NORTHWEST OF THE SOUTHWEST
 NV1016'CORNER OF THE GOLF COURSE, 80 FEET NORTH OF THE NORTH BANK OF THE
 NV1016'SNAKE RIVER, 46 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 NV1016'AND 3 FEET SOUTH OF A METAL WITNESS POST.  (NOTE 4)
 NV1016'
 NV1016'REFERENCE MARK NO. 1, STAMPED BLUE NO 1 1946, IS A STANDARD DISK
 NV1016'SET IN 3 BY 4 FOOT BOULDER THAT PROJECTS 8 INCHES, 55 FEET NORTH
 NV1016'OF THE CENTER OF THE GRAVELED ROAD, 40 FEET EAST OF THE WITNESS
 NV1016'POST, AND LEVEL WITH THE STATION.  (NOTE 12C)
 NV1016'
 NV1016'REFERENCE MARK NO. 2, STAMPED BLUE NO 2 1946, IS A STANDARD DISK
 NV1016'CEMENTED IN A DRILL HOLE IN A 4 BY 8 FOOT BOULDER THAT PROJECTS
 NV1016'2 FEET, 36 FEET SOUTH OF THE WITNESS POST, 15 FEET NORTH OF THE
 NV1016'CENTER OF THE GRAVELED ROAD, AND 1 FOOT LOWER THAN THE STATION.
 NV1016'(NOTE 12C)
 NV1016'
 NV1016'THE DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 47.50 FEET
 NV1016'OR 14.478 METERS.
 NV1016'
 NV1016'THERE WAS NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 NV1016'
 NV1016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 NV1016'OF TWIN FALLS
 NV1016
 NV1016                          STATION RECOVERY (1978)
 NV1016
 NV1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NV1016'PREVIOUS DESCRIPTION FOUND IN BOOK 903, PAGE 8.
 NV1016'
 NV1016'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NV1016'CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION
 NV1016'FOLLOWS.
 NV1016'
 NV1016'TO REACH THE STATION FROM THE TWIN FALLS POST OFFICE GO NORTH ON
 NV1016'THIRD STREET NORTH FOR 0.1 MILE, TURN LEFT, AND GO WEST ON SECOND
 NV1016'STREET NORTH FOR 0.4 MILE TO THE JUNCTION WITH U.S. HIGHWAY 93,
 NV1016'TURN RIGHT, AND GO EAST, AND NORTH ON U.S. HIGHWAY 93 FOR 3.4 MILES
 NV1016'TO THE BRIDGE OVER THE SNAKE RIVER.  CONTINUE NORTH ON U.S.
 NV1016'HIGHWAY 93 FOR 0.2 MILE TO A CROSSROAD, TURN LEFT, AND GO
 NV1016'NORTHWEST ON GOLF COURSE ROAD FOR 1.5 MILES TO A MACADAM SIDE
 NV1016'ROAD LEFT, TURN LEFT, AND FOLLOW THE ONLY MACADAM ROAD SOUTH DOWN
 NV1016'INTO THE CANYON FOR 1.5 MILES TO A FORK, TAKE THE RIGHT FORK, AND GO
 NV1016'SOUTHWEST ON A GRAVELED ROAD FOR 0.1 MILE TO A ONE-LANE BRIDGE,
 NV1016'CROSS THE BRIDGE, AND GO SOUTH, AND EAST ON THE DIRT ROAD FOR 0.2
 NV1016'MILE TO THE STATION ON THE LEFT AT THE END OF THE ROAD.
 NV1016'
 NV1016'THE STATION MARK, STAMPED BLUE 1946, IS A STANDARD DISK CEMENTED IN
 NV1016'A DRILL HOLE IN A BOULDER THAT PROJECTS 6-INCHES, 160 FEET WEST OF
 NV1016'THE SIXTH HOLE OF THE GOLF COURSE, 110 FEET WEST OF THE END OF THE
 NV1016'TRAM, 48 FEET NORTH OF THE TRACK ROAD, AND 3 FEET SOUTH OF A METAL
 NV1016'WITNESS POST.
 NV1016'
 NV1016'REFERENCE MARK NO. 1, STAMPED BLUE NO 1 1946, IS A STANDARD DISK
 NV1016'CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER THAT PROJECTS
 NV1016'1-FOOT, 57 FEET NORTH OF THE END OF THE ROAD, AND 35 FEET WEST OF
 NV1016'THE END OF THE GOLF COURSE.
 NV1016'
 NV1016'REFERENCE MARK NO. 2, STAMPED BLUE NO 2 1946, IS A STANDARD DISK
 NV1016'CEMENTED IN A DRILL HOLE IN A 4 BY 7 FOOT BOULDER THAT PROJECTS
 NV1016'2-FEET 60 FEET WEST OF THE WEST END OF THE GOLF COURSE, AND 14
 NV1016'FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 NV1016'
 NV1016'TRIANGULATION STATION BRIDGE 1946 MAY BE USED FOR THE AZIMUTH MARK.
 NV1016'SEE RECOVERY NOTE THEREOF.
 NV1016'
 NV1016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 NV1016'TWIN FALLS.
 NV1016
 NV1016                          STATION RECOVERY (1979)
 NV1016
 NV1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NV1016'PREVIOUS DESCRIPTION FOUND IN BOOK NO. 903, PAGE 8, AND A RECOVERY
 NV1016'NOTE SUBMITTED BY C.L.N. DATED 1978.
 NV1016'
 NV1016'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NV1016'CONDITION AS DESCRIBED BY C.L.N. IN RECOVERY NOTE DATED 1978.
 NV1016'
 NV1016'TRIANGULATION STATION BLUE 2 WAS ESTABLISHED, AND BLUE 1946 WAS
 NV1016'DESTROYED TO PERMIT IMPROVEMENT TO THE GOLF COURSE.
 NV1016'
 NV1016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NNW OF
 NV1016'TWIN FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0571 ***********************************************************************
 QZ0571  DESIGNATION -  BLUE
 QZ0571  PID         -  QZ0571
 QZ0571  STATE/COUNTY-  ID/LEMHI
 QZ0571  USGS QUAD   -  SHOUP (1991)
 QZ0571
 QZ0571                         *CURRENT SURVEY CONTROL
 QZ0571  ___________________________________________________________________
 QZ0571* NAD 83(1992)-  45 28 21.46314(N)    114 21 30.64375(W)     ADJUSTED  
 QZ0571* NAVD 88     -      2646.26   (+/-2cm)    8681.9    (feet)  VERTCON   
 QZ0571  ___________________________________________________________________
 QZ0571  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 QZ0571  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 QZ0571
 QZ0571  HORZ ORDER  -  FIRST
 QZ0571  VERT ORDER  -  THIRD ? (See Below)
 QZ0571
 QZ0571.The horizontal coordinates were established by classical geodetic methods
 QZ0571.and adjusted by the National Geodetic Survey in July 1992..
 QZ0571
 QZ0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0571.The vertical order pertains to the NGVD 29 superseded value.
 QZ0571
 QZ0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0571
 QZ0571.The geoid height was determined by GEOID03.
 QZ0571
 QZ0571;                    North         East     Units Scale Factor Converg.
 QZ0571;SPC ID C     -   422,897.362   471,967.289   MT  0.99995703   -0 15 20.1
 QZ0571;SPC MT       -   147,659.992   220,422.960   MT  0.99974919   -3 33 14.5
 QZ0571;SPC MT       -   484,448.79    723,172.44   iFT  0.99974919   -3 33 14.5
 QZ0571;UTM  11      - 5,038,849.887   706,469.851   MT  1.00012416   +1 53 01.8
 QZ0571
 QZ0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0571!SPC ID C     -   0.99958739  x   0.99995703  =   0.99954444
 QZ0571!SPC MT       -   0.99958739  x   0.99974919  =   0.99933669
 QZ0571!UTM  11      -   0.99958739  x   1.00012416  =   0.99971150
 QZ0571
 QZ0571|---------------------------------------------------------------------|
 QZ0571| PID    Reference Object                     Distance      Geod. Az  |
 QZ0571|                                                           dddmmss.s |
 QZ0571| CH6483 BLUE RM 1                            17.486 METERS 10324     |
 QZ0571| CH6482 BLUE AZ MK                                         1413925.1 |
 QZ0571| CH6484 BLUE RM 2                             6.013 METERS 21900     |
 QZ0571|---------------------------------------------------------------------|
 QZ0571
 QZ0571                          SUPERSEDED SURVEY CONTROL
 QZ0571
 QZ0571  NAD 83(1986)-  45 28 21.46241(N)    114 21 30.63447(W) AD(       ) 1
 QZ0571  NAD 27      -  45 28 21.76400(N)    114 21 27.32400(W) AD(       ) 1
 QZ0571  NGVD 29 (07/19/86) 2644.90   (m)         8677.5    (f) LEVELING    3  
 QZ0571
 QZ0571.Superseded values are not recommended for survey control.
 QZ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0571.See file dsdata.txt to determine how the superseded data were derived.
 QZ0571
 QZ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL0647038850(NAD 83)
 QZ0571_MARKER: Z = SEE DESCRIPTION
 QZ0571_SETTING: 0 = UNSPECIFIED SETTING
 QZ0571
 QZ0571  HISTORY     - Date     Condition        Report By
 QZ0571  HISTORY     - 1945     MONUMENTED       CGS
 QZ0571
 QZ0571                          STATION DESCRIPTION
 QZ0571
 QZ0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0571'THE STATION IS ABOUT 18 MILES WNW OF NORTH FORK, 16 MILES
 QZ0571'NE OF MIDDLE FORK, AND AOUT 7-1/2 MILES NW OF SHOUP AND THE
 QZ0571'SALMON RIVER.  IT IS ON THE IDAHO-MONTANA STATE LINE, ON THE
 QZ0571'SUMMIT OF A ROCKY MOUNTAIN KNOWN LOCALLY AS BLUE NOSE MOUNTAIN,
 QZ0571'3.12 METERS S OF THE SE CORNER OF THE U.S. FOREST SERVICE BLUE
 QZ0571'NOSE, LOOKOUT HOUSE, AND IS SET IN A BOULDER WHICH IS FLUSH
 QZ0571'WITH THE SURFACE OF THE GROUND.
 QZ0571'
 QZ0571'STATION MARK IS A BRONZE STATION DISK IN A BOULDER AND IS
 QZ0571'STAMPED BLUE 1945.
 QZ0571'
 QZ0571'REFERENCE MARK 1 IS ESE OF THE STATION, 28 FEET S OF THE
 QZ0571'CENTER LINE OF THE ROAD TO THE STATION, AND IS IN A 2-1/2
 QZ0571'BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET.  IT IS A BRONZE
 QZ0571'REFERENCE DISK AND IS STAMPED BLUE NO 1 1945.
 QZ0571'
 QZ0571'REFERENCE MARK 2 IS SW OF THE STATION AND ABOUT 5 FEET LOWER
 QZ0571'THAN THE STATION.  IT IS A BRONZE REFERENCE DISK IN OUTCROPPING
 QZ0571'BEDROCK, STAMPED BLUE NO 2 1945, AND PROJECTS ABOUT 1 FOOT.
 QZ0571'
 QZ0571'THE AZIMUTH MARK IS ABOUT 3/4 MILE SE OF THE STATION, 50 YARDS
 QZ0571'N OF A ROAD FORKS, 20 FEET E OF THE CENTER LINE OF THE ROAD,
 QZ0571'AND ABOUT 10 FEET HIGHER THAN THE ROAD.  IT IS A BRONZE AZIMUTH
 QZ0571'DISK SET IN A LARGE BOULDER WHICH PROJECTS ABOUT 1 FOOT, AND
 QZ0571'IS STAMPED BLUE 1945.
 QZ0571'
 QZ0571'TO REACH FROM SHOUP, GO E ALONG THE ROAD ON THE N SIDE OF THE
 QZ0571'SALMON RIVER FOR 1.5 MILES AND TURN LEFT, N, AT SPRING CREEK.
 QZ0571'GO 2.25 MILES AND TAKE A LEFT FORK.  GO UP THE MOUNTAIN ROAD
 QZ0571'FOR 11.8 MILES AND TAKE A RIGHT FORK.  GO 0.3 MILE AND TAKE
 QZ0571'A LEFT FORK.  GO 0.35 MILE AND TAKE THE RIGHT, UPPER FORK.  GO
 QZ0571'50 YARDS TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE 1.2
 QZ0571'MILES TO THE SUMMIT OF THE MOUNTAIN AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1802 ***********************************************************************
 RZ1802  DESIGNATION -  BLUE
 RZ1802  PID         -  RZ1802
 RZ1802  STATE/COUNTY-  ID/NEZ PERCE
 RZ1802  USGS QUAD   -  GIFFORD (1984)
 RZ1802
 RZ1802                         *CURRENT SURVEY CONTROL
 RZ1802  ___________________________________________________________________
 RZ1802* NAD 83(1992)-  46 26 11.99370(N)    116 30 36.47521(W)     ADJUSTED  
 RZ1802* NAVD 88     -       974.8    (meters)    3198.     (feet)  VERTCON   
 RZ1802  ___________________________________________________________________
 RZ1802  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 RZ1802  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 RZ1802
 RZ1802  HORZ ORDER  -  THIRD
 RZ1802
 RZ1802.The horizontal coordinates were established by classical geodetic methods
 RZ1802.and adjusted by the National Geodetic Survey in July 1992..
 RZ1802
 RZ1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1802
 RZ1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1802
 RZ1802.The geoid height was determined by GEOID03.
 RZ1802
 RZ1802;                    North         East     Units Scale Factor Converg.
 RZ1802;SPC ID W     -   530,255.587   741,586.558   MT  0.99997526   -0 33 02.9
 RZ1802;UTM  11      - 5,142,682.393   537,632.097   MT  0.99961741   +0 21 17.9
 RZ1802
 RZ1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1802!SPC ID W     -   0.99984993  x   0.99997526  =   0.99982520
 RZ1802!UTM  11      -   0.99984993  x   0.99961741  =   0.99946740
 RZ1802
 RZ1802|---------------------------------------------------------------------|
 RZ1802| PID    Reference Object                     Distance      Geod. Az  |
 RZ1802|                                                           dddmmss.s |
 RZ1802| CH6488 BLUE RM 2                            20.083 METERS 08959     |
 RZ1802| RZ1803 FORD                                APPROX. 6.0 KM 2645108.7 |
 RZ1802| CH6487 BLUE RM 1                            23.679 METERS 26946     |
 RZ1802|---------------------------------------------------------------------|
 RZ1802
 RZ1802                          SUPERSEDED SURVEY CONTROL
 RZ1802
 RZ1802  NAD 83(1986)-  46 26 11.99920(N)    116 30 36.47069(W) AD(       ) 3
 RZ1802  NAD 27      -  46 26 12.37102(N)    116 30 32.96028(W) AD(       ) 3
 RZ1802  NGVD 29 (07/19/86)  973.8    (m)         3195.     (f) VERT ANG       
 RZ1802
 RZ1802.Superseded values are not recommended for survey control.
 RZ1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1802.See file dsdata.txt to determine how the superseded data were derived.
 RZ1802
 RZ1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM3763242682(NAD 83)
 RZ1802_MARKER: DD = SURVEY DISK
 RZ1802_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RZ1802
 RZ1802  HISTORY     - Date     Condition        Report By
 RZ1802  HISTORY     - 1957     MONUMENTED       USGS
 RZ1802
 RZ1802                          STATION DESCRIPTION
 RZ1802
 RZ1802'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1802'LOCATED ABOUT 8.5 MI NE. OF CULDESAC, 4.8 MI SW. OF PECK, 2.2 MI
 RZ1802'E. OF GIFFORD.  IN NORTHWEST 1/4 SECTION 30, T36N, R1W.
 RZ1802'
 RZ1802'TO REACH FROM GIFFORD POST OFFICE, FOLLOW MAIN RD. GENERALLY E.
 RZ1802'0.8 MI.  TURN LEFT AT RD. FORKS 0.6 MI.  TURN RIGHT GENERALLY SE.
 RZ1802'1.5 MI.  TURN LEFT INTO FARM DRIVE 0.3 MI NE. THROUGH FARMYARD TO
 RZ1802'SMALL RESERVOIR.  CROSS EARTH-FILLED DAM 0.1 MI NE.  FOLLOW N.-S.
 RZ1802'FENCELINE 0.1 MI N.  FOLLOW E.-W. FENCELINE 378 FT W. TO TOP AND
 RZ1802'STATION.
 RZ1802'
 RZ1802'STATION MARK--STANDARD TABLET STAMPED---BLUE 1957---, IN CONCRETE
 RZ1802'POST 18-INCHES BELOW GROUND.
 RZ1802'
 RZ1802'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, IN 18-INCH
 RZ1802'BOULDER.
 RZ1802'
 RZ1802'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1157 ***********************************************************************
 PY1157  DESIGNATION -  BLUE
 PY1157  PID         -  PY1157
 PY1157  STATE/COUNTY-  ID/FREMONT
 PY1157  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY1157
 PY1157                         *CURRENT SURVEY CONTROL
 PY1157  ___________________________________________________________________
 PY1157* NAD 83(1992)-  44 07 37.12123(N)    111 19 41.28847(W)     ADJUSTED  
 PY1157* NAVD 88     -      1801.1    (meters)    5909.     (feet)  VERTCON   
 PY1157  ___________________________________________________________________
 PY1157  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 PY1157  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 PY1157
 PY1157  HORZ ORDER  -  FIRST
 PY1157
 PY1157.The horizontal coordinates were established by classical geodetic methods
 PY1157.and adjusted by the National Geodetic Survey in July 1992..
 PY1157
 PY1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1157
 PY1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1157
 PY1157.The geoid height was determined by GEOID03.
 PY1157
 PY1157;                    North         East     Units Scale Factor Converg.
 PY1157;SPC ID E     -   273,645.355   267,108.321   MT  1.00000274   +0 35 01.9
 PY1157;UTM  12      - 4,886,028.517   473,748.181   MT  0.99960848   -0 13 42.5
 PY1157
 PY1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1157!SPC ID E     -   0.99971925  x   1.00000274  =   0.99972199
 PY1157!UTM  12      -   0.99971925  x   0.99960848  =   0.99932784
 PY1157
 PY1157|---------------------------------------------------------------------|
 PY1157| PID    Reference Object                     Distance      Geod. Az  |
 PY1157|                                                           dddmmss.s |
 PY1157| CN4019 BLUE RM 1                             4.100 METERS 10739     |
 PY1157| CN4018 BLUE AZ MK                                         1815550.7 |
 PY1157| CN4020 BLUE RM 2                             3.100 METERS 22118     |
 PY1157| PY1160 FORK                                APPROX. 5.1 KM 2252952.5 |
 PY1157|---------------------------------------------------------------------|
 PY1157
 PY1157                          SUPERSEDED SURVEY CONTROL
 PY1157
 PY1157  NAD 83(1986)-  44 07 37.12248(N)    111 19 41.26706(W) AD(       ) 1
 PY1157  NAD 27      -  44 07 37.42700(N)    111 19 38.43300(W) AD(       ) 1
 PY1157  NGVD 29 (07/19/86) 1800.0    (m)         5906.     (f) VERT ANG       
 PY1157
 PY1157.Superseded values are not recommended for survey control.
 PY1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1157.See file dsdata.txt to determine how the superseded data were derived.
 PY1157
 PY1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7374886029(NAD 83)
 PY1157_MARKER: DS = TRIANGULATION STATION DISK
 PY1157_SETTING: 66 = SET IN ROCK OUTCROP
 PY1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1157+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 PY1157
 PY1157  HISTORY     - Date     Condition        Report By
 PY1157  HISTORY     - 1946     MONUMENTED       CGS
 PY1157  HISTORY     - 1981     GOOD             NGS
 PY1157  HISTORY     - 20030905 GOOD             MRIVER
 PY1157
 PY1157                          STATION DESCRIPTION
 PY1157
 PY1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 PY1157'THE STATION IS LOCATED ABOUT 8.0 MILES AIRLINE NORTHEAST OF
 PY1157'ASHTON, AND ABOUT 2.0 MILES NORTH OF WARM RIVER.  IT IS ON
 PY1157'A BUTTE ON THE SOUTHEAST SLOPE OF SNAKE RIVER BUTTE, AND IN
 PY1157'THE BEND OF THE HENRYS NORTH FORK RIVER, THE EASTERLY OF TWO
 PY1157'BUTTES.  THE MARK IS A STANDARD DISK STAMPED BLUE 1946, SET
 PY1157'IN OUTCROPPING BEDROCK, TWO FEET LOWER THAN THE HIGHEST ROCK
 PY1157'IN THE TOP.
 PY1157'
 PY1157'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED BLUE NO 1 1946,
 PY1157'SET IN OUTCROPPING BEDROCK, ABOUT 2 FEET LOWER THAN THE
 PY1157'HIGHEST ROCK.  IT IS 4 FEET SOUTHWEST OF A LARGE BOULDER AND
 PY1157'ABOUT THE SAME ELEVATION AS THE STATION.
 PY1157'
 PY1157'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED BLUE NO 2 1946,
 PY1157'SET IN OUTCROPPING BEDROCK, ABOUT THE SAME ELEVATION AS THE
 PY1157'STATION AND ON THE SOUTH EDGE OF THE CLIFF.
 PY1157'
 PY1157'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLUE 1946, SET
 PY1157'IN A BURIED BOULDER FLUSH WITH THE GROUND.  IT IS 300 FEET
 PY1157'NORTH OF THE RIM OF THE RIVER BANK, 10 FEET EAST OF A WASTE
 PY1157'STRIP OF GROUND, AND AT THE NORTHWEST CORNER OF A SMALL
 PY1157'UNCULTIVATED TRACK OF GROUND.
 PY1157'
 PY1157'TO REACH THE STATION FROM THE DEPOT IN ASHTON GO EAST ON U.S.
 PY1157'HIGHWAY NO 191 FOR 8.2 MILES TO A ROAD TO THE LEFT, JUST
 PY1157'BEFORE GOING DOWN HILL.  GO LEFT DOWN HILL FOR 0.1 MILE AND MAKE
 PY1157'A SHARP TURN TO THE LEFT AND GO 0.55 MILE TO THE BRIDGE OVER
 PY1157'THE RIVER.  CROSS THE BRIDGE AND TURN TO THE LEFT FOR 0.35
 PY1157'MILE TO A FORK.  TAKE THE RIGHT FORK UP HILL AND GO 1.0 MILE
 PY1157'TO A BEND TO THE LEFT, CONTINUE FOR 0.1 MILE TO A T ROAD TO
 PY1157'THE RIGHT.  TURN RIGHT (NORTH) AND GO 0.5 MILE TO OLD FARM
 PY1157'BUILDINGS.  GO EAST DOWN A LANE FROM THE BARN FOR 0.55 MILE
 PY1157'TO WHERE THE LANE LEADS INTO THE TREES.  TURN RIGHT AND GO
 PY1157'ALONG THE NORTH SIDE OF THE FIELD FOR 0.6 MILE TO ABOUT 500
 PY1157'YARDS OF THE RIVER AND THE END OF TRUCK TRAVEL.  KEEP TO
 PY1157'THE RIGHT THE EAST SIDE OF THE HILL AND PACK ABOUT 10
 PY1157'MINUTES TO THE TOP OF THE BUTTE AND THE STATION AS
 PY1157'DESCRIBED ABOVE.
 PY1157'
 PY1157'THE AZIMUTH MARK IS ABOUT 0.1 MILE SOUTH OF THE END OF TRUCK
 PY1157'TRAVEL.
 PY1157
 PY1157                          STATION RECOVERY (1981)
 PY1157
 PY1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PY1157'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 PY1157'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AFTER A BRIEF
 PY1157'SEARCH.  STATION WARM RIVER 1946 WOULD MAKE A GOOD AZIMUTH MARK AS
 PY1157'IT IS LOCATED ON THE SIDE OF THE ROAD LEADING TO THE STATION.  A
 PY1157'DIFFERENCE OF .01 METER WAS FOUND TO THE DISTANCE TO THE REFERENCE
 PY1157'MARK.  THE ANGLE BETWEEN THE REFERENCE MARK CHECKED FAVORABLY WITH
 PY1157'THE 1946 OBSERVATIONS.
 PY1157'
 PY1157'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF ASHTON, ABOUT 2
 PY1157'MILES NORTH OF WARM RIVER AND ABOUT 1/2 MILE NORTH OF A BEND OF THE
 PY1157'HENERYS NORTH FORK RIVER AND ON THE EASTERY OF TWO SIMILAR BUTTES.
 PY1157'
 PY1157'TO REACH THE STATION FROM THE POST OFFICE IN ASHTON, GO EAST ON STATE
 PY1157'HIGHWAY 47 FOR 4.5 MILES TO WHERE HIGHWAY 47 TURNS NORTH, CONTINUE ON
 PY1157'HIGHWAY 47 FOR 3.4 MILES TO A FORK, TAKE THE LEFT FORK AND GO .45
 PY1157'MILE TO STATION WARM RIVER ON THE RIGHT, CONTINUE WESTERLY ACROSS
 PY1157'BRIDGE FOR .45 MILE TO A ROAD FORK, TAKE RIGHT FORK UP HILL 1.0 MILE
 PY1157'TO A BEND LEFT, CONTINUE FOR 0.1 MILE TO A T ROAD, TURN RIGHT AND GO
 PY1157'0.5 MILE TO FARM BUILDINGS, GO EASTERLY DOWN LANE FOR 0.55 MILE TO
 PY1157'WHERE ROAD TURNS INTO TREES, CONTINUE ON ROAD 0.2 MILE TO WHERE ROAD
 PY1157'BECOMES VERY STEEP AND ROUGH AND END OF TRUCK TRAVEL FOR A TWO WHEEL
 PY1157'DRIVE, CONTINUE EASTERLY ON ROAD FOR 0.2 MILE TO SECOND BLUFF ON THE
 PY1157'RIGHT.  THE MARK IS ABOUT 100 METERS SOUTH OF THIS POINT.
 PY1157'
 PY1157'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PY1157'STAMPED---BLUE 1946---SET INTO ROCK OUTCROP LOCATED 17.4 METERS (57
 PY1157'FEET) NE FROM A 35 CENTIMETER IN DIAMETER TREE WITH WITNESS SIGN
 PY1157'ATTACHED AND 1.1 METERS (4 FEET) S FROM THE HIGHEST ROCK ON HILL.
 PY1157'
 PY1157'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PY1157'NOS) DISK STAMPED---BLUE NO 2 1946---LOCATED 14.2 METERS (47 FEET)
 PY1157'NE FROM A 35 CENTIMETER IN DIAMETER TREE WITH WITNESS SIGN ATTACHED,
 PY1157'3.5 METERS (11 FEET) SW FROM THE HIGHEST PART OF THE HILL, AND 0.2
 PY1157'METER (1 FOOT) LOWER THAN THE STATION.
 PY1157'
 PY1157'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PY1157'NOS) DISK STAMPED---BLUE NO 1 1946---LOCATED 20 METERS (66 FEET)
 PY1157'ENE FROM A TREE WITH WITNESS SIGN ATTACHED, 4.5 METERS (15 FEET) SE
 PY1157'FROM THE HIGHEST PART OF HILL, AND 0.2 METER (1 FOOT) HIGHER THAN THE
 PY1157'STATION.
 PY1157
 PY1157                          STATION RECOVERY (2003)
 PY1157
 PY1157'RECOVERY NOTE BY MOUNTAIN RIVER ENGINEERING 2003 (JLW)
 PY1157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0987 ***********************************************************************
 NV0987  DESIGNATION -  BLUE
 NV0987  PID         -  NV0987
 NV0987  STATE/COUNTY-  ID/OWYHEE
 NV0987  USGS QUAD   -  COONSKIN BUTTE NE (1979)
 NV0987
 NV0987                         *CURRENT SURVEY CONTROL
 NV0987  ___________________________________________________________________
 NV0987* NAD 83(1992)-  42 25 29.83016(N)    115 05 27.41083(W)     ADJUSTED  
 NV0987* NAVD 88     -      1409.8    (meters)    4625.     (feet)  VERTCON   
 NV0987  ___________________________________________________________________
 NV0987  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 NV0987  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 NV0987
 NV0987  HORZ ORDER  -  THIRD
 NV0987
 NV0987.The horizontal coordinates were established by classical geodetic methods
 NV0987.and adjusted by the National Geodetic Survey in July 1992..
 NV0987
 NV0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0987
 NV0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0987
 NV0987.The geoid height was determined by GEOID03.
 NV0987
 NV0987;                    North         East     Units Scale Factor Converg.
 NV0987;SPC ID W     -    84,430.828   854,234.698   MT  0.99996951   +0 26 40.6
 NV0987;UTM  11      - 4,698,725.424   657,049.571   MT  0.99990347   +1 17 17.4
 NV0987
 NV0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0987!SPC ID W     -   0.99978145  x   0.99996951  =   0.99975096
 NV0987!UTM  11      -   0.99978145  x   0.99990347  =   0.99968494
 NV0987
 NV0987:                Primary Azimuth Mark                     Grid Az
 NV0987:SPC ID W     -  CASTLE FORD                              027 39 40.4
 NV0987:UTM  11      -  CASTLE FORD                              026 49 03.6
 NV0987
 NV0987|---------------------------------------------------------------------|
 NV0987| PID    Reference Object                     Distance      Geod. Az  |
 NV0987|                                                           dddmmss.s |
 NV0987| NV1138 CASTLE FORD                         APPROX.10.9 KM 0280621.0 |
 NV0987| CR8020 BLUE RM 1                            15.749 METERS 07100     |
 NV0987| CR8021 BLUE RM 2                            16.721 METERS 17744     |
 NV0987|---------------------------------------------------------------------|
 NV0987
 NV0987                          SUPERSEDED SURVEY CONTROL
 NV0987
 NV0987  NAD 83(1986)-  42 25 29.83092(N)    115 05 27.41015(W) AD(       ) 3
 NV0987  NGVD 29 (02/23/89) 1408.8    (m)         4622.     (f) VERT ANG       
 NV0987
 NV0987.Superseded values are not recommended for survey control.
 NV0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0987.See file dsdata.txt to determine how the superseded data were derived.
 NV0987
 NV0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG5705098725(NAD 83)
 NV0987_MARKER: DS = TRIANGULATION STATION DISK
 NV0987_SETTING: 80 = SET IN A BOULDER
 NV0987_SP_SET: PARTIALLY EXPOSED BOULDER
 NV0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0987+STABILITY: SURFACE MOTION
 NV0987
 NV0987  HISTORY     - Date     Condition        Report By
 NV0987  HISTORY     - 1957     MONUMENTED       USGS
 NV0987  HISTORY     - 1974     GOOD             USGS
 NV0987
 NV0987                          STATION DESCRIPTION
 NV0987
 NV0987'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NV0987'LOCATED ABOUT 13 MI. WSW. OF CASTLEFORD, 6.5 MI. NNE. OF A VERY
 NV0987'PROMINENT HILL --COONSKIN BUTTE-- AND TRIANGULATION STATION HIGH BOY,
 NV0987'3.8 MI. NW. OF MAIN RD. ON A LOW RIDGE BETWEEN BLUE GULCH AND SAILOR
 NV0987'CREEK.
 NV0987'
 NV0987'TO REACH FROM CASTLEFORD POST OFFICE, GO W. FOR 3.0 MI., TURN RIGHT
 NV0987'(N.) FOR 1.1 MI. TO CROSSROADS, TURN LEFT (W.) FOR 3.1 MI. TO Y-RD.,
 NV0987'TAKE LEFT FORK FOR 2.1 MI. TO T-RD. S., TURN LEFT (S.) FOR 14.3 MI.
 NV0987'ON MAIN RD. TO DIM CROSSROADS, TURN RIGHT (N.) FOR 2.7 MI. TO Y-RD.,
 NV0987'TAKE LEFT FORK FOR 1.1 MI. TO TOP AND STATION ON TOP AND LEFT OF RD.
 NV0987'
 NV0987'STATION MARK--A STANDARD TABLET STAMPED---BLUE 1957---, CEMENTED IN
 NV0987'TOP OF A BURIED BOULDER PROJECTING 0.4 FT. ABOVE GROUND.
 NV0987'
 NV0987'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER SET IN BURIED STONE,
 NV0987'51.67 FT. FROM STATION MARK 71 DEGREES 00 MINUTES SE.
 NV0987'
 NV0987'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN BURIED ROCK,
 NV0987'54.86 FT. FROM STATION MARK 02 DEGREES 16 MINUTES SE.
 NV0987
 NV0987                          STATION RECOVERY (1974)
 NV0987
 NV0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0987'RECOVERED AS DESCRIBED BY USGS.
 NV0987'
 NV0987'TO REACH FROM CASTLEFORD POST OFFICE, GO 3 MI W.  TURN RIGHT 1.1
 NV0987'MI N. TO X-RDS.  TURN LEFT 3.1 MI W. TO Y-RD., TAKE LEFT FORK 2.1
 NV0987'MI TO T-RD. S., TURN LEFT 14.3 MI S. ON MAIN RD. TO DIM X-RDS.
 NV0987'TURN RIGHT 2.7 MI N. TO Y-RD.  TAKE LEFT FORK 1.1 MI TO TOP AND
 NV0987'STATION ON TOP AND LEFT OF RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1378 ***********************************************************************
 QB1378  DESIGNATION -  BLUE
 QB1378  PID         -  QB1378
 QB1378  STATE/COUNTY-  ID/ADAMS
 QB1378  USGS QUAD   -  NO BUSINESS MTN (1973)
 QB1378
 QB1378                         *CURRENT SURVEY CONTROL
 QB1378  ___________________________________________________________________
 QB1378* NAD 83(1992)-  44 49 31.28403(N)    116 14 43.92644(W)     ADJUSTED  
 QB1378* NAVD 88     -      2010.4    (meters)    6596.     (feet)  VERTCON   
 QB1378  ___________________________________________________________________
 QB1378  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 QB1378  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 QB1378
 QB1378  HORZ ORDER  -  THIRD
 QB1378
 QB1378.The horizontal coordinates were established by classical geodetic methods
 QB1378.and adjusted by the National Geodetic Survey in July 1992..
 QB1378
 QB1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1378
 QB1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1378
 QB1378.The geoid height was determined by GEOID03.
 QB1378
 QB1378;                    North         East     Units Scale Factor Converg.
 QB1378;SPC ID W     -   351,018.790   760,812.722   MT  0.99995221   -0 20 57.6
 QB1378;UTM  11      - 4,963,826.873   559,643.750   MT  0.99964374   +0 31 54.7
 QB1378
 QB1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1378!SPC ID W     -   0.99968725  x   0.99995221  =   0.99963948
 QB1378!UTM  11      -   0.99968725  x   0.99964374  =   0.99933110
 QB1378
 QB1378                          SUPERSEDED SURVEY CONTROL
 QB1378
 QB1378  NAD 83(1986)-  44 49 31.28342(N)    116 14 43.92290(W) AD(       ) 3
 QB1378  NGVD 29 (09/26/91) 2009.2    (m)         6592.     (f) VERT ANG       
 QB1378
 QB1378.Superseded values are not recommended for survey control.
 QB1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1378.See file dsdata.txt to determine how the superseded data were derived.
 QB1378
 QB1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK5964463827(NAD 83)
 QB1378_MARKER: DD = SURVEY DISK
 QB1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1378+STABILITY: SURFACE MOTION
 QB1378
 QB1378  HISTORY     - Date     Condition        Report By
 QB1378  HISTORY     - 1953     MONUMENTED       USGS
 QB1378
 QB1378                          STATION DESCRIPTION
 QB1378
 QB1378'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QB1378'LOCATED ABOUT 11.0 MI. S. OF NEW MEADOWS, ON RIDGE KNOWN AS BLUE BUNCH
 QB1378'RIDGE AND 300 FT. W. OF RD. ON HIGHEST POINT OF RIDGE.
 QB1378'
 QB1378'TO REACH FROM NEW MEADOWS (JUNCTION OF U.S. HIGHWAY 95 AND STATE
 QB1378'HIGHWAY 15), DRIVE E. FOR 0.6 MI., THENCE S. FOR 2.5 MI. TO RD.
 QB1378'JUNCTION, TAKE LEFT RD. S., 0.5 MI. TO RD. JUNCTION, TAKE RD. TO RIGHT
 QB1378'FOR 5.9 MI. TO RD. JUNCTION, TAKE LEFT RD. S., 3.9 MI. TO STATION.
 QB1378'
 QB1378'STATION MARK--STANDARD TABLET STAMPED---BLUE 1953---, SET IN CONCRETE
 QB1378'POST PROJECTING ABOUT 0.7 FT. ABOVE GROUND.
 QB1378'
 QB1378'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TRAIANGULAR BLAZE ON
 QB1378'24 IN. RED FIR TREE ABOUT 6 FT. ABOVE GROUND, 219.95 FT. FROM STATION
 QB1378'MARK 29 DEGREES 31 MINUTES 56 SECONDS SE.
 QB1378'
 QB1378'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAE ON
 QB1378'8 IN. RED FIR TREE ABOUT 6 FT. ABOVE GROUND, 144.92 FT. FROM STATION
 QB1378'MARK 85 DEGREES 53 MINUTES 06 SECONDS NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1024 ***********************************************************************
 NV1024  DESIGNATION -  BLUE 2
 NV1024  PID         -  NV1024
 NV1024  STATE/COUNTY-  ID/JEROME
 NV1024  USGS QUAD   -  TWIN FALLS (1992)
 NV1024
 NV1024                         *CURRENT SURVEY CONTROL
 NV1024  ___________________________________________________________________
 NV1024* NAD 83(1992)-  42 36 27.10347(N)    114 28 30.00577(W)     ADJUSTED  
 NV1024* NAVD 88     -       965.     (meters)    3166.     (feet)  VERTCON   
 NV1024  ___________________________________________________________________
 NV1024  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 NV1024  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 NV1024
 NV1024  HORZ ORDER  -  THIRD
 NV1024
 NV1024.The horizontal coordinates were established by classical geodetic methods
 NV1024.and adjusted by the National Geodetic Survey in July 1992..
 NV1024.No horizontal observational check was made to the station.
 NV1024
 NV1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1024
 NV1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1024
 NV1024.The geoid height was determined by GEOID03.
 NV1024
 NV1024;                    North         East     Units Scale Factor Converg.
 NV1024;SPC ID C     -   104,611.021   461,024.320   MT  0.99996605   -0 19 17.6
 NV1024;UTM  11      - 4,720,323.663   707,119.207   MT  1.00012781   +1 42 35.9
 NV1024
 NV1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1024!SPC ID C     -   0.99985109  x   0.99996605  =   0.99981715
 NV1024!UTM  11      -   0.99985109  x   1.00012781  =   0.99997889
 NV1024
 NV1024|---------------------------------------------------------------------|
 NV1024| PID    Reference Object                     Distance      Geod. Az  |
 NV1024|                                                           dddmmss.s |
 NV1024| CD4295 BLUE 2 RM 3                          15.813 METERS 04204     |
 NV1024| NV0053 BRIDGE                              APPROX. 1.9 KM 1205210.1 |
 NV1024| NV1016 BLUE                                 26.973 METERS 19256     |
 NV1024| CD4296 BLUE 2 RM 4                           6.017 METERS 27443     |
 NV1024|---------------------------------------------------------------------|
 NV1024
 NV1024                          SUPERSEDED SURVEY CONTROL
 NV1024
 NV1024  NAD 83(1986)-  42 36 27.10216(N)    114 28 30.00295(W) AD(       ) 3
 NV1024  NAD 27      -  42 36 27.43397(N)    114 28 26.86512(W) AD(       ) 3
 NV1024  NGVD 29 (07/19/86)  964.     (m)         3163.     (f) VERT ANG       
 NV1024
 NV1024.Superseded values are not recommended for survey control.
 NV1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1024.See file dsdata.txt to determine how the superseded data were derived.
 NV1024
 NV1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0711920324(NAD 83)
 NV1024_MARKER: DS = TRIANGULATION STATION DISK
 NV1024_SETTING: 80 = SET IN A BOULDER
 NV1024_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NV1024
 NV1024  HISTORY     - Date     Condition        Report By
 NV1024  HISTORY     - 1979     MONUMENTED       NGS
 NV1024
 NV1024                          STATION DESCRIPTION
 NV1024
 NV1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NV1024'THE STATION IS 4 MILES NORTH-NORTHWEST OF TWIN FALLS ON PROPERTY
 NV1024'OWNED BY THE BLUE LAKES GOLF CLUB.
 NV1024'
 NV1024'TO REACH THE STATION FROM THE TWIN FALLS POST OFFICE GO NORTH ON
 NV1024'THIRD STREET NORTH FOR 0.1 MILE TO SECOND STREET NORTH, TURN LEFT,
 NV1024'AND GO WEST ON SECOND STREET NORTH FOR 0.4 MILE TO THE JUNCTION
 NV1024'WITH U.S. HIGHWAY 93, TURN RIGHT, AND GO EAST, AND NORTH ON U.S.
 NV1024'HIGHWAY 93 FOR 3.3 MILES TO THE SOUTH END OF THE BRIDGE OVER THE
 NV1024'SNAKE RIVER, CONTINUE NORTH ON U.S. HIGHWAY 93 FOR 0.8 MILE TO A
 NV1024'CROSSROAD, TURN LEFT, AND GO WEST ON GOLF COURSE ROAD FOR 1.5
 NV1024'MILES TO A FORK, TAKE THE LEFT FORK, AND GO SOUTH ON BLUE
 NV1024'LAKES ROAD FOR 2.0 MILES TO THE PARKING LOT JUST SOUTH OF THE
 NV1024'BLUE LAKES COUNTRY CLUB, AND THE END OF TRUCK TRAVEL.  HIKE
 NV1024'SOUTHWEST ON THE NORTH SIDE OF THE COURSE TO THE TOP OF THE
 NV1024'RAIL-CABLE LIFT, THEN HIKE DOWN THE LIFT FOR 100 FEET, THEN HIKE
 NV1024'WEST THRU THE HUGE BOULDERS FOR 225 FEET TO THE STATION.
 NV1024'LENGTH OF PACK IS 5 MINUTES.
 NV1024'
 NV1024'THE STATION MARK, STAMPED BLUE 2 1979, IS A STANDARD DISK CEMENTED
 NV1024'IN A DRILL HOLE IN A 6 BY 10 FOOT BOULDER THAT PROJECTS 2-FEET,
 NV1024'225 FEET WEST OF THE RAIL-CABLE LIFT, AND 12 FEET SOUTHWEST OF A
 NV1024'METAL WITNESS POST.
 NV1024'
 NV1024'REFERENCE MARK NO. 3, STAMPED BLUE 2 NO 3 1979, IS A STANDARD
 NV1024'DISK CEMENTED IN A DRILL HOLE IN A 6 BY 7 FOOT BOULDER THAT
 NV1024'PROJECTS 3-FEET, 42 FEET NORTHEAST OF THE WITNESS POST, AND 5
 NV1024'FEET HIGHER THAN THE STATION.
 NV1024'
 NV1024'REFERENCE MARK NO. 4, STAMPED BLUE 2 NO 4 1979, IS A STANDARD
 NV1024'DISK CEMENTED IN A DRILL HOLE IN A 4 BY 10 FOOT BOULDER THAT
 NV1024'PROJECTS 2-FEET, 30 FEET SOUTHWEST OF THE WITNESS POST, AND LEVEL
 NV1024'WITH THE STATION.
 NV1024'
 NV1024'TRIANGULATION STATION BRIDGE 1946 MAY BE USED FOR THE AZIMUTH MARK.
 NV1024'SEE RECOVERY NOTE THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0573 ***********************************************************************
 QZ0573  DESIGNATION -  BLUE NOSE
 QZ0573  PID         -  QZ0573
 QZ0573  STATE/COUNTY-  ID/LEMHI
 QZ0573  USGS QUAD   -  SHOUP (1991)
 QZ0573
 QZ0573                         *CURRENT SURVEY CONTROL
 QZ0573  ___________________________________________________________________
 QZ0573* NAD 83(1992)-  45 28 21.72495(N)    114 21 29.26325(W)     ADJUSTED  
 QZ0573* NAVD 88     -      2646.2    (meters)    8682.     (feet)  VERTCON   
 QZ0573  ___________________________________________________________________
 QZ0573  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 QZ0573  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 QZ0573
 QZ0573  HORZ ORDER  -  THIRD
 QZ0573
 QZ0573.The horizontal coordinates were established by classical geodetic methods
 QZ0573.and adjusted by the National Geodetic Survey in July 1992..
 QZ0573
 QZ0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0573
 QZ0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0573
 QZ0573.The geoid height was determined by GEOID03.
 QZ0573
 QZ0573;                    North         East     Units Scale Factor Converg.
 QZ0573;SPC ID C     -   422,905.311   471,997.309   MT  0.99995701   -0 15 19.1
 QZ0573;UTM  11      - 5,038,858.952   706,499.559   MT  1.00012431   +1 53 02.7
 QZ0573
 QZ0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0573!SPC ID C     -   0.99958741  x   0.99995701  =   0.99954444
 QZ0573!UTM  11      -   0.99958741  x   1.00012431  =   0.99971167
 QZ0573
 QZ0573:                Primary Azimuth Mark                     Grid Az
 QZ0573:SPC ID C     -  ROCKY                                    060 16 47.4
 QZ0573:UTM  11      -  ROCKY                                    058 08 25.6
 QZ0573
 QZ0573|---------------------------------------------------------------------|
 QZ0573| PID    Reference Object                     Distance      Geod. Az  |
 QZ0573|                                                           dddmmss.s |
 QZ0573| QZ0542 ROCKY                               APPROX.27.3 KM 0600128.3 |
 QZ0573|---------------------------------------------------------------------|
 QZ0573
 QZ0573                          SUPERSEDED SURVEY CONTROL
 QZ0573
 QZ0573  NAD 83(1986)-  45 28 21.71734(N)    114 21 29.25706(W) AD(       ) 3
 QZ0573  NAD 27      -  45 28 22.01496(N)    114 21 25.94119(W) AD(       ) 3
 QZ0573  NGVD 29 (07/19/86) 2644.8    (m)         8677.     (f) VERT ANG       
 QZ0573
 QZ0573.Superseded values are not recommended for survey control.
 QZ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0573.See file dsdata.txt to determine how the superseded data were derived.
 QZ0573
 QZ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL0650038859(NAD 83)
 QZ0573_MARKER: DS = TRIANGULATION STATION DISK
 QZ0573_SETTING: 80 = SET IN A BOULDER
 QZ0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0573+STABILITY: SURFACE MOTION
 QZ0573
 QZ0573  HISTORY     - Date     Condition        Report By
 QZ0573  HISTORY     - 1915     MONUMENTED       USGS
 QZ0573  HISTORY     - 1959     GOOD             USGS
 QZ0573
 QZ0573                          STATION DESCRIPTION
 QZ0573
 QZ0573'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 QZ0573'LOCATED ABOUT 2 MI E. OF SHOUP WAGON ROAD CROSSING STATE LINE
 QZ0573'TRAIL, ABOUT 1.5 MI W. OF SOUTH PASS.  ON ROCKY MOUNTAIN (OLD
 QZ0573'BURN ON SOUTH) ON STATE LINE AT ANGLE POINT BETWEEN MP 389.245
 QZ0573'AND MP 390.181.
 QZ0573'
 QZ0573'REACHED EASILY FROM STATE LINE TRAIL ON SOUTH SLOPE OF MOUNTAIN.
 QZ0573'
 QZ0573'STATION MARK--STANDARD BRONZE TABLET, UNSTAMPED, CEMENTED IN
 QZ0573'LARGE BOULDER.
 QZ0573'
 QZ0573'RM 1--CHISELED CROSS ON SLANTING ROCK UNDER LARGE MONUMENT.
 QZ0573
 QZ0573                          STATION RECOVERY (1959)
 QZ0573
 QZ0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 QZ0573'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0572 ***********************************************************************
 QZ0572  DESIGNATION -  BLUE NOSE LOH SE CORNER
 QZ0572  PID         -  QZ0572
 QZ0572  STATE/COUNTY-  ID/LEMHI
 QZ0572  USGS QUAD   -  SHOUP (1991)
 QZ0572
 QZ0572                         *CURRENT SURVEY CONTROL
 QZ0572  ___________________________________________________________________
 QZ0572* NAD 83(1992)-  45 28 21.56387(N)    114 21 30.65538(W)     ADJUSTED  
 QZ0572* NAVD 88     -      2648.     (meters)    8688.     (feet)  SCALED    
 QZ0572  ___________________________________________________________________
 QZ0572  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 QZ0572  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 QZ0572
 QZ0572  HORZ ORDER  -  THIRD
 QZ0572
 QZ0572.The horizontal coordinates were established by classical geodetic methods
 QZ0572.and adjusted by the National Geodetic Survey in July 1992..
 QZ0572
 QZ0572.The orthometric height was scaled from a topographic map.
 QZ0572
 QZ0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0572
 QZ0572.The geoid height was determined by GEOID03.
 QZ0572
 QZ0572;                    North         East     Units Scale Factor Converg.
 QZ0572;SPC ID C     -   422,900.473   471,967.050   MT  0.99995703   -0 15 20.1
 QZ0572;SPC MT       -   147,663.111   220,422.901   MT  0.99974918   -3 33 14.5
 QZ0572;SPC MT       -   484,459.03    723,172.25   iFT  0.99974918   -3 33 14.5
 QZ0572;UTM  11      - 5,038,852.987   706,469.497   MT  1.00012416   +1 53 01.7
 QZ0572
 QZ0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0572!SPC ID C     -   0.99958706  x   0.99995703  =   0.99954411
 QZ0572!SPC MT       -   0.99958706  x   0.99974918  =   0.99933635
 QZ0572!UTM  11      -   0.99958706  x   1.00012416  =   0.99971117
 QZ0572
 QZ0572                          SUPERSEDED SURVEY CONTROL
 QZ0572
 QZ0572  NAD 83(1986)-  45 28 21.56313(N)    114 21 30.64610(W) AD(       ) 4
 QZ0572  NAD 27      -  45 28 21.86500(N)    114 21 27.33600(W) AD(       ) 3
 QZ0572
 QZ0572.Superseded values are not recommended for survey control.
 QZ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0572.See file dsdata.txt to determine how the superseded data were derived.
 QZ0572
 QZ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL0646938853(NAD 83)
 QZ0572
 QZ0572  HISTORY     - Date     Condition        Report By
 QZ0572  HISTORY     - 1945     MONUMENTED       CGS
 QZ0572
 QZ0572                          STATION DESCRIPTION
 QZ0572
 QZ0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0572'THE STATION IS ABOUT 18 MILES WNW OF NORTH FORK, 16 MILES
 QZ0572'NE OF THE MOUTH OF THE MIDDLE FORK OF THE SALMON RIVER, AND ABOUT
 QZ0572'7-1/2 MILES NW OF SHOUP AND THE SALMON RIVER.  IT IS ON THE
 QZ0572'IDAHO-MONTANA STATE LINE, ON THE SUMMIT OF A ROCKY MOUNTAIN
 QZ0572'KNOWN LOCALLY AS BLUE NOSE MOUNTAIN.  IT IS A TWO-STORY,
 QZ0572'SQUARE, FRAME LOOKOUT HOUSE IS PAINTED WHITE, AND HAS A
 QZ0572'PYRAMIDAL TYPE ROOF.  IT WAS LOCATED BY TRAVERSE FROM STATION
 QZ0572'BLUE.
 QZ0572'
 QZ0572'THE POINT LOCATED WAS THE COMPUTED CENTER OF THE LOOKOUT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0371 ***********************************************************************
 NW0371  DESIGNATION -  BLUES
 NW0371  PID         -  NW0371
 NW0371  STATE/COUNTY-  ID/OWYHEE
 NW0371  USGS QUAD   -  ROSS LAKE (1971)
 NW0371
 NW0371                         *CURRENT SURVEY CONTROL
 NW0371  ___________________________________________________________________
 NW0371* NAD 83(1992)-  42 12 14.13035(N)    116 18 31.23501(W)     ADJUSTED  
 NW0371* NAVD 88     -      1767.7    (meters)    5800.     (feet)  VERTCON   
 NW0371  ___________________________________________________________________
 NW0371  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 NW0371  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 NW0371
 NW0371  HORZ ORDER  -  FIRST
 NW0371
 NW0371.The horizontal coordinates were established by classical geodetic methods
 NW0371.and adjusted by the National Geodetic Survey in July 1992..
 NW0371
 NW0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0371
 NW0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0371
 NW0371.The geoid height was determined by GEOID03.
 NW0371
 NW0371;                    North         East     Units Scale Factor Converg.
 NW0371;SPC ID W     -    59,821.508   753,864.318   MT  0.99995951   -0 22 31.1
 NW0371;UTM  11      - 4,672,649.498   557,070.750   MT  0.99964008   +0 27 51.9
 NW0371
 NW0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0371!SPC ID W     -   0.99972548  x   0.99995951  =   0.99968500
 NW0371!UTM  11      -   0.99972548  x   0.99964008  =   0.99936565
 NW0371
 NW0371:                Primary Azimuth Mark                     Grid Az
 NW0371:SPC ID W     -  FLYING H WINDMILL                        087 28 02.9
 NW0371:UTM  11      -  FLYING H WINDMILL                        086 37 39.9
 NW0371
 NW0371|---------------------------------------------------------------------|
 NW0371| PID    Reference Object                     Distance      Geod. Az  |
 NW0371|                                                           dddmmss.s |
 NW0371| NW0368 FLYING H WINDMILL                   APPROX.10.5 KM 0870531.8 |
 NW0371| CD4297 BLUES AZ MK                                        1225945.8 |
 NW0371| CD4298 BLUES RM 1                           16.178 METERS 18348     |
 NW0371| CD4299 BLUES RM 2                           17.049 METERS 27203     |
 NW0371| NW0370 CAIRN F                              56.662 METERS 27611     |
 NW0371|---------------------------------------------------------------------|
 NW0371
 NW0371                          SUPERSEDED SURVEY CONTROL
 NW0371
 NW0371  NAD 83(1986)-  42 12 14.13118(N)    116 18 31.23440(W) AD(       ) 1
 NW0371  NAD 27      -  42 12 14.50400(N)    116 18 27.83700(W) AD(       ) 1
 NW0371  NGVD 29 (07/19/86) 1766.5    (m)         5796.     (f) VERT ANG       
 NW0371
 NW0371.Superseded values are not recommended for survey control.
 NW0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0371.See file dsdata.txt to determine how the superseded data were derived.
 NW0371
 NW0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG5707172649(NAD 83)
 NW0371_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0371_SETTING: 80 = SET IN A BOULDER
 NW0371_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0371
 NW0371  HISTORY     - Date     Condition        Report By
 NW0371  HISTORY     - 1956     MONUMENTED       CGS
 NW0371
 NW0371                          STATION DESCRIPTION
 NW0371
 NW0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0371'THE STATION IS LOCATED ABOUT 22 MILES NORTHWEST OF OWYHEE,
 NW0371'NEVADA, ABOUT 10 MILES WEST-NORTHWEST OF THE POST OFFICE IN
 NW0371'RIDDLE, 8 MILES WEST OF THE FLYING H RANCH, ABOUT 7 MILES WEST
 NW0371'OF BLUE CREEK, ABOUT 1/4 MILE WEST OF THE WEST SIDE OF A DRY LAKE
 NW0371'BED.  IT IS ON A PROMINENT BOULDER COVERED HILL WHICH IS THE
 NW0371'HIGHEST ELEVATION IN THE IMMEDIATE VICINITY AND HAS 2 SIZEABLE
 NW0371'JUNIPER TREES ON THE SOUTH SLOPE.
 NW0371'
 NW0371'TO REACH FROM THE POST OFFICE IN RIDDLE, IDAHO GO NORTH ON
 NW0371'STATE HIGHWAY 51 FOR 1.55 MILES TO A GRAVEL ROAD LEFT JUST
 NW0371'AFTER PASSING BUILDINGS ON THE RIGHT.  TURN LEFT, WEST, AND GO
 NW0371'0.15 MILE TO A CATTLE GUARD AND A ROAD RIGHT.  TURN RIGHT,
 NW0371'NORTH THENCE WEST, AND GO 4.5 MILES TO A CATTLE GUARD.  CROSS
 NW0371'CATTLE GUARD AND CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A
 NW0371'BRIDGE OVER BLUE CREEK.  CROSS THE BRIDGE AND BEAR LEFT,
 NW0371'SOUTHWEST, ON BLADED ROAD AND GO 0.65 MILE TO THE PORTLOCK
 NW0371'RANCH.  TURN RIGHT AND FOLLOW BLADED ROAD WEST AND SOUTHWEST
 NW0371'FOR 4.05 MILES TO A SIDE ROAD RIGHT.  (THIS IS 0.1 MILE
 NW0371'BEFORE REACHING THE FLYING H RANCH).  TURN RIGHT AND GO 150
 NW0371'FEET TO A GATE.  PASS THROUGH GATE AND TAKE THE CENTER 1 OF
 NW0371'3 TRACK ROADS AND CONTINUE WESTERLY FOR 1.2 MILES TO A
 NW0371'Y-FORK.  TAKE THE LEFT FORK AND CONTINUE WEST FOR 0.55 MILE
 NW0371'TO A GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.6 MILE
 NW0371'TO A CREEK CROSSING.  CROSS CREEK AND CONTINUE WEST AND
 NW0371'SOUTHWEST FOR 0.4 MILE TO A FORK AND THE AZIMUTH MARK FOR
 NW0371'TRIANGULATION STATION FLYING H.  TAKE THE RIGHT FORK FOR
 NW0371'0.25 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE WESTERLY
 NW0371'FOR 3.8 MILES TO THE CREST OF A NORTH-SOUTH RIDGE AND THE
 NW0371'AZIMUTH MARK ON THE LEFT, SOUTH, SIDE OF ROAD.  CONTINUE
 NW0371'WEST FOR 0.6 MILE TO A REVERSE-Y AT THE SOUTHWEST END OF
 NW0371'DRY LAKE BED.  TURN SHARP RIGHT, NORTHEAST THENCE NORTH, AND
 NW0371'GO ALONG THE EAST SIDE OF RIM FOR 0.9 MILE TO A POINT
 NW0371'OPPOSITE THE STATION THENCE NORTHWEST TO THE TOP OF RIM
 NW0371'THENCE LEFT, SOUTHWEST, TO THE SUMMIT OF THE HILL AND THE
 NW0371'STATION, A DISTANCE OF APPROXIMATELY 0.2 MILE.
 NW0371'
 NW0371'THE STATION MARK, A STANDARD DISK STAMPED BLUES 1956, IS
 NW0371'SET IN THE TOP OF A LARGE BOULDER THAT PROJECTS 10 INCHES ABOVE
 NW0371'THE GROUND.  THE MARK IS APPROXIMATELY 100 YARDS NORTH OF A
 NW0371'JUNIPER TREE AND 15.5 FEET WEST OF A 4X4-INCH WITNESS POST.
 NW0371'
 NW0371'REFERENCE MARK 1, A STANDARD DISK STAMPED BLUES NO 1 1956, IS
 NW0371'SET IN THE TOP OF A LARGE BOULDER THAT PROJECTS 8 INCHES
 NW0371'ABOVE THE GROUND.  THE MARK IS APPROXIMATELY 1 FOOT LOWER IN
 NW0371'ELEVATION THAN THE STATION.
 NW0371'
 NW0371'REFERENCE MARK 2, A STANDARD DISK STAMPED BLUES NO 2 1956,
 NW0371'IS SET IN THE TOP OF A BOULDER THAT PROJECTS 18 INCHES ABOVE
 NW0371'THE GROUND AND IS AT THE SAME ELEVATION AS THE STATION.
 NW0371'
 NW0371'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLUES 1956, IS SET
 NW0371'IN THE TOP OF AN OUTCROP THAT PROJECTS 10 INCHES ON THE SOUTH
 NW0371'AND 3 FEET ON THE NORTH SIDE.  THE MARK IS ABOUT 60 YARDS
 NW0371'SOUTH OF A TRACK ROAD, 30 FEET NORTH OF AND ABOUT 10 FEET
 NW0371'LOWER THAN THE RIM ROCK.  THE MARK IS 5 FEET NORTHEAST OF A
 NW0371'4 X 4 WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0711 ***********************************************************************
 OX0711  DESIGNATION -  BLUFF
 OX0711  PID         -  OX0711
 OX0711  STATE/COUNTY-  ID/BONNEVILLE
 OX0711  USGS QUAD   -  OZONE (1981)
 OX0711
 OX0711                         *CURRENT SURVEY CONTROL
 OX0711  ___________________________________________________________________
 OX0711* NAD 83(1992)-  43 27 08.46380(N)    111 51 24.71840(W)     ADJUSTED  
 OX0711* NAVD 88     -      1845.     (meters)    6053.     (feet)  SCALED    
 OX0711  ___________________________________________________________________
 OX0711  LAPLACE CORR-           7.80  (seconds)                    DEFLEC99
 OX0711  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 OX0711
 OX0711  HORZ ORDER  -  THIRD
 OX0711
 OX0711.The horizontal coordinates were established by classical geodetic methods
 OX0711.and adjusted by the National Geodetic Survey in July 1992..
 OX0711
 OX0711.The orthometric height was scaled from a topographic map.
 OX0711
 OX0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0711
 OX0711.The geoid height was determined by GEOID03.
 OX0711
 OX0711;                    North         East     Units Scale Factor Converg.
 OX0711;SPC ID E     -   198,397.446   225,074.013   MT  0.99995510   +0 12 47.0
 OX0711;UTM  12      - 4,811,406.149   430,672.630   MT  0.99965912   -0 35 21.6
 OX0711
 OX0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0711!SPC ID E     -   0.99971249  x   0.99995510  =   0.99966760
 OX0711!UTM  12      -   0.99971249  x   0.99965912  =   0.99937171
 OX0711
 OX0711:                Primary Azimuth Mark                     Grid Az
 OX0711:SPC ID E     -  HORSE                                    119 44 15.5
 OX0711:UTM  12      -  HORSE                                    120 32 24.1
 OX0711
 OX0711|---------------------------------------------------------------------|
 OX0711| PID    Reference Object                     Distance      Geod. Az  |
 OX0711|                                                           dddmmss.s |
 OX0711| OX0699 HORSE                               APPROX.13.7 KM 1195702.5 |
 OX0711|---------------------------------------------------------------------|
 OX0711
 OX0711                          SUPERSEDED SURVEY CONTROL
 OX0711
 OX0711  NAD 83(1986)-  43 27 08.45558(N)    111 51 24.70401(W) AD(       ) 3
 OX0711  NAD 27      -  43 27 08.76711(N)    111 51 21.83363(W) AD(       ) 3
 OX0711
 OX0711.Superseded values are not recommended for survey control.
 OX0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0711.See file dsdata.txt to determine how the superseded data were derived.
 OX0711
 OX0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP3067311406(NAD 83)
 OX0711_MARKER: DD = SURVEY DISK
 OX0711_SETTING: 0 = UNSPECIFIED SETTING
 OX0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0711
 OX0711  HISTORY     - Date     Condition        Report By
 OX0711  HISTORY     - 1923     MONUMENTED       USGS
 OX0711
 OX0711                          STATION DESCRIPTION
 OX0711
 OX0711'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 OX0711'LOCATED 2.0 MI. N. OF OZONE ON DIVIDE BETWEEN WILLOW CREEK AND SNAKE
 OX0711'RIVER, 1.0 MI. N. OF WHERE OZONE TO IDAHO FALLS RD. CROSSES SAME
 OX0711'DIVIDE, 200 YDS. SW. OF SUMMIT OF HILL AND 100 YDS. NE. OF SW. END.
 OX0711'
 OX0711'STATION MARK--STANDARD TABLET SET UNDER CAIRN NEAR SE. EDGE OF HILL.
 OX0711'
 OX0711'REFERENCE MARK NO. 1--CHISELED CROSS, 32.50 FT. BEARING SW. FROM
 OX0711'STATION MARK.
 OX0711'
 OX0711'REFERENCE MARK NO. 2--CHISELED CROSS, 17.30 FT. BEARING E. FROM
 OX0711'STATION MARK.
 OX0711'
 OX0711'REFERENCE MARK NO. 3--CHISELED CROSS, 15.15 FT. BEARING N. FROM
 OX0711'STATION MARK.
 OX0711'
 OX0711'REFERENCE MARK NO. 4--CHISELED CROSS, 8.90 FT. BEARING NW. FROM
 OX0711'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0293 ***********************************************************************
 NW0293  DESIGNATION -  BLUFF
 NW0293  PID         -  NW0293
 NW0293  STATE/COUNTY-  ID/OWYHEE
 NW0293  USGS QUAD   -  HILL PASTURE (1972)
 NW0293
 NW0293                         *CURRENT SURVEY CONTROL
 NW0293  ___________________________________________________________________
 NW0293* NAD 83(1992)-  42 30 34.23473(N)    116 01 21.77906(W)     ADJUSTED  
 NW0293* NAVD 88     -      1650.4    (meters)    5415.     (feet)  VERTCON   
 NW0293  ___________________________________________________________________
 NW0293  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 NW0293  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 NW0293
 NW0293  HORZ ORDER  -  THIRD
 NW0293
 NW0293.The horizontal coordinates were established by classical geodetic methods
 NW0293.and adjusted by the National Geodetic Survey in July 1992..
 NW0293
 NW0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0293
 NW0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0293
 NW0293.The geoid height was determined by GEOID03.
 NW0293
 NW0293;                    North         East     Units Scale Factor Converg.
 NW0293;SPC ID W     -    93,648.582   777,587.865   MT  0.99993951   -0 11 03.4
 NW0293;UTM  11      - 4,706,811.720   580,287.790   MT  0.99967931   +0 39 37.4
 NW0293
 NW0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0293!SPC ID W     -   0.99974384  x   0.99993951  =   0.99968337
 NW0293!UTM  11      -   0.99974384  x   0.99967931  =   0.99942323
 NW0293
 NW0293:                Primary Azimuth Mark                     Grid Az
 NW0293:SPC ID W     -  RAIN                                     037 31 36.1
 NW0293:UTM  11      -  RAIN                                     036 40 55.3
 NW0293
 NW0293|---------------------------------------------------------------------|
 NW0293| PID    Reference Object                     Distance      Geod. Az  |
 NW0293|                                                           dddmmss.s |
 NW0293| NV1202 RAIN                                APPROX. 9.7 KM 0372032.7 |
 NW0293|---------------------------------------------------------------------|
 NW0293
 NW0293                          SUPERSEDED SURVEY CONTROL
 NW0293
 NW0293  NAD 83(1986)-  42 30 34.23733(N)    116 01 21.77607(W) AD(       ) 3
 NW0293  NGVD 29 (01/23/89) 1649.3    (m)         5411.     (f) VERT ANG       
 NW0293
 NW0293.Superseded values are not recommended for survey control.
 NW0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0293.See file dsdata.txt to determine how the superseded data were derived.
 NW0293
 NW0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8028806812(NAD 83)
 NW0293_MARKER: DS = TRIANGULATION STATION DISK
 NW0293_SETTING: 0 = UNSPECIFIED SETTING
 NW0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0293
 NW0293  HISTORY     - Date     Condition        Report By
 NW0293  HISTORY     - 1946     MONUMENTED       USGS
 NW0293
 NW0293                          STATION DESCRIPTION
 NW0293
 NW0293'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NW0293'LOCATED 14 MI. NW. OF GRASMERE, ABOUT 5 MI. (AIRLINE) N. OF
 NW0293'WICKAHONEY, ON A ROCKY BLUFF ABOUT 4000 FT. W. AND ABOVE A RANCH HOUSE
 NW0293'WHICH LIES IN THE VALLEY W. OF WICKAHONEY CREEK, ON A ROCK OUTCROP ON
 NW0293'THE N. END AND HIGHEST POINT OF THE TOP.
 NW0293'
 NW0293'TO REACH FROM GRASMERE STATION, DRIVE N. ON STATE HIGHWAY 51 FOR 12.4
 NW0293'MI. TO A CROSSROAD, TAKE LEFT FORK 6.8 MI. TO A RD. FORK, TAKE RIGHT
 NW0293'FORK 3.6 MI. PASSING THROUGH VALLEY AND UP A PROMINENT RIDGE TO A
 NW0293'DRAIN TO THE E., TURN E. KEEPING TO S. SIDE OF DRAIN 0.7 MI. TO THE
 NW0293'SECOND AND HIGHER TOP AND STATION.
 NW0293'
 NW0293'STATION MARK--STANDARD TABLET STAMPED---BLUFF 1946---, SET IN DRILL
 NW0293'HOLE IN BEDROCK.
 NW0293'
 NW0293'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---BLUFF
 NW0293'NO 1 1946---, SET IN DRILL HOLE IN BEDROCK, DISTANCE OF 36.30 FT. AND
 NW0293'IN BEARING OF S 58 DEG. 33 MIN. W FROM STATION.
 NW0293'
 NW0293'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---BLUFF
 NW0293'NO 2 1946---, SET IN DRILL HOLE IN BEDROCK, DISTANCE OF 33.42 FT. AND
 NW0293'IN BEARING OF N 42 DEG. 4 MIN. W FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0762 ***********************************************************************
 RY0762  DESIGNATION -  BM
 RY0762  PID         -  RY0762
 RY0762  STATE/COUNTY-  ID/IDAHO
 RY0762  USGS QUAD   -  GREENSIDE BUTTE (1994)
 RY0762
 RY0762                         *CURRENT SURVEY CONTROL
 RY0762  ___________________________________________________________________
 RY0762* NAD 83(1986)-  46 22 25.     (N)    115 14 54.     (W)     SCALED    
 RY0762* NAVD 88     -       703.503  (meters)    2308.08   (feet)  ADJUSTED  
 RY0762  ___________________________________________________________________
 RY0762  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 RY0762  DYNAMIC HT  -         703.393 (meters)    2307.72  (feet)  COMP
 RY0762  MODELED GRAV-     980,436.4   (mgal)                       NAVD 88
 RY0762
 RY0762  VERT ORDER  -  FIRST     CLASS II
 RY0762
 RY0762.The horizontal coordinates were scaled from a topographic map and have
 RY0762.an estimated accuracy of +/- 6 seconds.
 RY0762
 RY0762.The orthometric height was determined by differential leveling
 RY0762.and adjusted by the National Geodetic Survey in June 1991..
 RY0762
 RY0762.The geoid height was determined by GEOID03.
 RY0762
 RY0762.The dynamic height is computed by dividing the NAVD 88
 RY0762.geopotential number by the normal gravity value computed on the
 RY0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0762.degrees latitude (g = 980.6199 gals.).
 RY0762
 RY0762.The modeled gravity was interpolated from observed gravity values.
 RY0762
 RY0762;                    North         East    Units  Estimated Accuracy
 RY0762;SPC ID W     -   523,090.      838,600.      MT  (+/- 180 meters Scaled)
 RY0762
 RY0762                          SUPERSEDED SURVEY CONTROL
 RY0762
 RY0762.No superseded survey control is available for this station.
 RY0762
 RY0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM347370(NAD 83)
 RY0762_MARKER: DB = BENCH MARK DISK
 RY0762_SETTING: 80 = SET IN A BOULDER
 RY0762_SP_SET: BOULDER
 RY0762_MARK LOGO: BPR   
 RY0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0762
 RY0762  HISTORY     - Date     Condition        Report By
 RY0762  HISTORY     - UNK      MONUMENTED       BPR
 RY0762  HISTORY     - 1980     GOOD             NGS
 RY0762
 RY0762                          STATION DESCRIPTION
 RY0762
 RY0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0762'10.1 KM (6.3 MI) NE FROM LOCHSA RANGER STATION.
 RY0762'10.1 KILOMETERS (6.3 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0762'THE LOCHSA RANGER STATION, 0.55 KILOMETER (0.35 MILE) SOUTHWEST OF
 RY0762'HIGHWAY MILEPOST 128, SET IN TOP OF A 4.3 X 7.3 METER (14 X 24 FOOT)
 RY0762'GRANITE BOULDER PROJECTING 3.4 METERS (11.2 FEET),  APPROXIMATELY
 RY0762'91 METERS (300 FEET) SOUTHWEST ACROSS THE RIVER FROM THE MOUTH OF
 RY0762'HARD CREEK, 17.4 METERS (57.0 FEET) SOUTHEAST OF THE CENTERLINE OF
 RY0762'THE HIGHWAY, 3.65 METERS (12.0 FEET) NORTH OF THE SOUTHEDGE OF
 RY0762'THE BOULDER, 0.6 METER (2.0 FEET) WEST OF THE EAST EDGE OF THE
 RY0762'BOULDER. NOTE-THE HIGH POINT IS THE -P- IN PUBLIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0116 ***********************************************************************
 SV0116  DESIGNATION -  BM
 SV0116  PID         -  SV0116
 SV0116  STATE/COUNTY-  ID/SHOSHONE
 SV0116  USGS QUAD   -  CATALDO (1996)
 SV0116
 SV0116                         *CURRENT SURVEY CONTROL
 SV0116  ___________________________________________________________________
 SV0116* NAD 83(1986)-  47 32 46.     (N)    116 15 06.     (W)     SCALED    
 SV0116* NAVD 88     -       708.603  (meters)    2324.81   (feet)  ADJUSTED  
 SV0116  ___________________________________________________________________
 SV0116  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 SV0116  DYNAMIC HT  -         708.613 (meters)    2324.84  (feet)  COMP
 SV0116  MODELED GRAV-     980,603.9   (mgal)                       NAVD 88
 SV0116
 SV0116  VERT ORDER  -  SECOND    CLASS 0
 SV0116
 SV0116.The horizontal coordinates were scaled from a topographic map and have
 SV0116.an estimated accuracy of +/- 6 seconds.
 SV0116
 SV0116.The orthometric height was determined by differential leveling
 SV0116.and adjusted by the National Geodetic Survey in June 1991..
 SV0116
 SV0116.The geoid height was determined by GEOID03.
 SV0116
 SV0116.The dynamic height is computed by dividing the NAVD 88
 SV0116.geopotential number by the normal gravity value computed on the
 SV0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0116.degrees latitude (g = 980.6199 gals.).
 SV0116
 SV0116.The modeled gravity was interpolated from observed gravity values.
 SV0116
 SV0116;                    North         East    Units  Estimated Accuracy
 SV0116;SPC ID W     -   653,430.      762,240.      MT  (+/- 180 meters Scaled)
 SV0116
 SV0116                          SUPERSEDED SURVEY CONTROL
 SV0116
 SV0116  NGVD 29 (??/??/92)  707.475  (m)         2321.11   (f) ADJ UNCH    2 0
 SV0116
 SV0116.Superseded values are not recommended for survey control.
 SV0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0116.See file dsdata.txt to determine how the superseded data were derived.
 SV0116
 SV0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN563661(NAD 83)
 SV0116_MARKER: DD = SURVEY DISK
 SV0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0116_STAMPING: P.C.192X38.3P.K. 192X27.9A.H.40FT.
 SV0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0116+STABILITY: SURFACE MOTION
 SV0116
 SV0116  HISTORY     - Date     Condition        Report By
 SV0116  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0116  HISTORY     - 1958     GOOD             NGS
 SV0116  HISTORY     - 1980     MARK NOT FOUND   USGS
 SV0116
 SV0116                          STATION DESCRIPTION
 SV0116
 SV0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0116'1.05 MI E FROM KINGSTON.
 SV0116'ABOUT 1.05 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF A
 SV0116'GRAVEL ROAD NORTH AT KINGSTON, AT THE JUNCTION OF A BLACKTOP ROAD
 SV0116'EAST, IN THE DITCH ALONG THE SOUTH SIDE OF THE SIDE ROAD, 95 FEET
 SV0116'SOUTHEAST OF THE CENTER OF THE JUNCTION, 40 FEET SOUTH AND ACROSS THE
 SV0116'SIDE ROAD FROM THE CENTER LINE OF THE HIGHWAY, 11 FEET SOUTH OF THE
 SV0116'CENTER LINE OF THE BLACK TOP ROAD, 80 FEET EAST OF TELEPHONE POLE 2610
 SV0116'L-19, ABOUT LEVEL WITH THE SIDE ROAD AND IN THE TOP OF A CONCRETE POST
 SV0116'PROJECTING 5 INCHES.
 SV0116
 SV0116                          STATION RECOVERY (1980)
 SV0116
 SV0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0549 ***********************************************************************
 OZ0549  DESIGNATION -  BM
 OZ0549  PID         -  OZ0549
 OZ0549  STATE/COUNTY-  ID/ELMORE
 OZ0549  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0549
 OZ0549                         *CURRENT SURVEY CONTROL
 OZ0549  ___________________________________________________________________
 OZ0549* NAD 83(1986)-  43 02 49.     (N)    115 37 36.     (W)     SCALED    
 OZ0549* NAVD 88     -       947.015  (meters)    3107.00   (feet)  ADJUSTED  
 OZ0549  ___________________________________________________________________
 OZ0549  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 OZ0549  DYNAMIC HT  -         946.614 (meters)    3105.68  (feet)  COMP
 OZ0549  MODELED GRAV-     980,164.3   (mgal)                       NAVD 88
 OZ0549
 OZ0549  VERT ORDER  -  FIRST     CLASS II
 OZ0549
 OZ0549.The horizontal coordinates were scaled from a topographic map and have
 OZ0549.an estimated accuracy of +/- 6 seconds.
 OZ0549
 OZ0549.The orthometric height was determined by differential leveling
 OZ0549.and adjusted by the National Geodetic Survey in June 1991..
 OZ0549
 OZ0549.The geoid height was determined by GEOID03.
 OZ0549
 OZ0549.The dynamic height is computed by dividing the NAVD 88
 OZ0549.geopotential number by the normal gravity value computed on the
 OZ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0549.degrees latitude (g = 980.6199 gals.).
 OZ0549
 OZ0549.The modeled gravity was interpolated from observed gravity values.
 OZ0549
 OZ0549;                    North         East    Units  Estimated Accuracy
 OZ0549;SPC ID W     -   153,320.      810,050.      MT  (+/- 180 meters Scaled)
 OZ0549
 OZ0549                          SUPERSEDED SURVEY CONTROL
 OZ0549
 OZ0549  NGVD 29 (??/??/92)  946.157  (m)         3104.18   (f) ADJ UNCH    1 2
 OZ0549
 OZ0549.Superseded values are not recommended for survey control.
 OZ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0549.See file dsdata.txt to determine how the superseded data were derived.
 OZ0549
 OZ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH118669(NAD 83)
 OZ0549_MARKER: DD = SURVEY DISK
 OZ0549_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0549_SP_SET: ROCK OUTCROP
 OZ0549_MARK LOGO: BOR   
 OZ0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0549+STABILITY: POSITION/ELEVATION WELL
 OZ0549
 OZ0549  HISTORY     - Date     Condition        Report By
 OZ0549  HISTORY     - UNK      MONUMENTED       BOR
 OZ0549  HISTORY     - 1960     GOOD             NGS
 OZ0549  HISTORY     - 1983     GOOD             NGS
 OZ0549
 OZ0549                          STATION DESCRIPTION
 OZ0549
 OZ0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OZ0549'6.7 MI SE FROM MOUNTAIN HOME.
 OZ0549'ABOUT 6.7 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OZ0549'STATION AT MOUNTAIN HOME, 145 FEET SOUTH AND ACROSS THE TRACK FROM
 OZ0549'MILEPOLE 395, 7.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 89 FEET
 OZ0549'NORTHEAST OF THE FENCE, 89 FEET SOUTHWEST AND ACROSS THE TRACK FROM
 OZ0549'THE FIRST POLE SOUTHEAST OF MILEPOLE 395, ABOUT 2 FEET HIGHER THAN THE
 OZ0549'TRACK AND IN THE TOP OF A LAVA ROCK OUTCROP THAT PROJECTS ABOUT 2 1/2
 OZ0549'FEET.
 OZ0549
 OZ0549                          STATION RECOVERY (1983)
 OZ0549
 OZ0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0549'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.7 KM
 OZ0549'(6.7 MI) SOUTHEAST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0549'PACIFIC RAILROAD OVERPASS IN MOUNTAIN HOME, IN TOP OF AND 0.6 METER
 OZ0549'(2 FT) NORTHWEST OF THE SOUTHEAST EDGE OF A 6 BY 7 FOOT VOLCANIC ROCK
 OZ0549'OUTCROP PROJECTING 2-FEET ABOVE THE SURFACE OF THE GROUND, 44.2 METERS
 OZ0549'(145 FT) SOUTHEAST ACROSS THE TRACKS FROM RAILROAD MILEPOLE 395,
 OZ0549'39.4 METERS (129.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 43.9
 OZ0549'METERS (144 FT) SOUTHEAST ACROSS THE TRACKS FROM TRIANGULATION STATION
 OZ0549'SHORT, 2.4 METERS (8 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND 0.3 METER
 OZ0549'(1 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE OUTCROP.  THE MARK IS
 OZ0549'NOT STAMPED.
 OZ0549'THE MARK IS 0.5 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0618 ***********************************************************************
 SV0618  DESIGNATION -  BM
 SV0618  PID         -  SV0618
 SV0618  STATE/COUNTY-  ID/KOOTENAI
 SV0618  USGS QUAD   -  POST FALLS (1981)
 SV0618
 SV0618                         *CURRENT SURVEY CONTROL
 SV0618  ___________________________________________________________________
 SV0618* NAD 83(1986)-  47 42 58.     (N)    116 59 25.     (W)     SCALED    
 SV0618* NAVD 88     -       646.023  (meters)    2119.49   (feet)  ADJUSTED  
 SV0618  ___________________________________________________________________
 SV0618  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 SV0618  DYNAMIC HT  -         646.055 (meters)    2119.60  (feet)  COMP
 SV0618  MODELED GRAV-     980,641.5   (mgal)                       NAVD 88
 SV0618
 SV0618  VERT ORDER  -  SECOND    CLASS 0
 SV0618
 SV0618.The horizontal coordinates were scaled from a topographic map and have
 SV0618.an estimated accuracy of +/- 6 seconds.
 SV0618
 SV0618.The orthometric height was determined by differential leveling
 SV0618.and adjusted by the National Geodetic Survey in June 1991..
 SV0618
 SV0618.The geoid height was determined by GEOID03.
 SV0618
 SV0618.The dynamic height is computed by dividing the NAVD 88
 SV0618.geopotential number by the normal gravity value computed on the
 SV0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0618.degrees latitude (g = 980.6199 gals.).
 SV0618
 SV0618.The modeled gravity was interpolated from observed gravity values.
 SV0618
 SV0618;                    North         East    Units  Estimated Accuracy
 SV0618;SPC ID W     -   672,950.      706,940.      MT  (+/- 180 meters Scaled)
 SV0618
 SV0618                          SUPERSEDED SURVEY CONTROL
 SV0618
 SV0618  NGVD 29 (??/??/92)  644.855  (m)         2115.66   (f) ADJ UNCH    2 0
 SV0618
 SV0618.Superseded values are not recommended for survey control.
 SV0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0618.See file dsdata.txt to determine how the superseded data were derived.
 SV0618
 SV0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN007847(NAD 83)
 SV0618_MARKER: DD = SURVEY DISK
 SV0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0618+STABILITY: SURFACE MOTION
 SV0618
 SV0618  HISTORY     - Date     Condition        Report By
 SV0618  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0618  HISTORY     - 1958     GOOD             NGS
 SV0618
 SV0618                          STATION DESCRIPTION
 SV0618
 SV0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0618'2.3 MI NW FROM POST FALLS.
 SV0618'0.3 MILE NORTH ALONG SPOKANE AVE. FROM THE POST OFFICE AT POST FALLS,
 SV0618'THENCE 2.0 MILE WEST ALONG U.S. HIGHWAY 10 TO THE INTERSECTION OF A
 SV0618'GRAVEL ROAD, 0.7 MILE WEST OF THE SPOKANE INTERNATIONAL RAILROAD
 SV0618'OVERPASS, 73.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FLYING A
 SV0618'SERVICE STATION BUILDING, 57.0 FEET SOUTH OF THE CENTERLINE OF THE
 SV0618'HIGHWAY, 21.0 FEET WEST OF THE CENTERLINE OF GRAVEL ROAD, 5.5 FEET
 SV0618'SOUTHEWEST OF A POWER POLE, SET IN TOP OF A 5 X 5 INCH CONCRETE POST
 SV0618'PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0438 ***********************************************************************
 RY0438  DESIGNATION -  BM
 RY0438  PID         -  RY0438
 RY0438  STATE/COUNTY-  ID/IDAHO
 RY0438  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0438
 RY0438                         *CURRENT SURVEY CONTROL
 RY0438  ___________________________________________________________________
 RY0438* NAD 83(1986)-  46 26 46.     (N)    115 30 44.     (W)     SCALED    
 RY0438* NAVD 88     -      1994.664  (meters)    6544.16   (feet)  ADJUSTED  
 RY0438  ___________________________________________________________________
 RY0438  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RY0438  DYNAMIC HT  -        1994.014 (meters)    6542.03  (feet)  COMP
 RY0438  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 RY0438
 RY0438  VERT ORDER  -  FIRST     CLASS II
 RY0438
 RY0438.The horizontal coordinates were scaled from a topographic map and have
 RY0438.an estimated accuracy of +/- 6 seconds.
 RY0438
 RY0438.The orthometric height was determined by differential leveling
 RY0438.and adjusted by the National Geodetic Survey in June 1991..
 RY0438.WARNING-Repeat measurements at this control monument indicate possible
 RY0438.vertical movement.
 RY0438
 RY0438.The geoid height was determined by GEOID03.
 RY0438
 RY0438.The dynamic height is computed by dividing the NAVD 88
 RY0438.geopotential number by the normal gravity value computed on the
 RY0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0438.degrees latitude (g = 980.6199 gals.).
 RY0438
 RY0438.The modeled gravity was interpolated from observed gravity values.
 RY0438
 RY0438;                    North         East    Units  Estimated Accuracy
 RY0438;SPC ID W     -   531,050.      818,270.      MT  (+/- 180 meters Scaled)
 RY0438
 RY0438                          SUPERSEDED SURVEY CONTROL
 RY0438
 RY0438  NGVD 29 (??/??/92) 1993.352  (m)         6539.86   (f) ADJ UNCH    1 2
 RY0438
 RY0438.Superseded values are not recommended for survey control.
 RY0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0438.See file dsdata.txt to determine how the superseded data were derived.
 RY0438
 RY0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM142446(NAD 83)
 RY0438_MARKER: DD = SURVEY DISK
 RY0438_SETTING: 80 = SET IN A BOULDER
 RY0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0438+STABILITY: SURFACE MOTION
 RY0438
 RY0438  HISTORY     - Date     Condition        Report By
 RY0438  HISTORY     - UNK      MONUMENTED       USGS
 RY0438  HISTORY     - 1950     GOOD             NGS
 RY0438
 RY0438                          STATION DESCRIPTION
 RY0438
 RY0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0438'28.5 MI SE FROM PIERCE.
 RY0438'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0438'PIERCE, THENCE 27.5 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, THENCE
 RY0438'0.3 MILE NORTH ALONG A DIRT ROAD LEADING TO THE OLD ROCKY RIDGE
 RY0438'LOOKOUT, AT THE SUMMIT OF ROCKY RIDGE, 48.8 FEET SOUTH OF ROCKY RIDGE
 RY0438'STATION, 38.7 FEET SOUTHWEST OF ROCKY RIDGE R.M.1, 12 FEET EAST OF
 RY0438'ROCKY RIDGE R.M.2, 9.3 FEET SOUTHWEST OF THE EAST CONCRETE FOUNDATION
 RY0438'PILLAR OF THE OLD LOOKOUT TOWER, IN THE TOP OF A GRANITE BOULDER WHICH
 RY0438'PROJECTS ABOUT 3 FEET ABOVE THE GROUND, AND MARKED WITH THE WHITE
 RY0438'PAINTED LETTERS B M.  NOTE-- THE DISK IS SLANTING SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0151 ***********************************************************************
 NV0151  DESIGNATION -  BM
 NV0151  PID         -  NV0151
 NV0151  STATE/COUNTY-  ID/TWIN FALLS
 NV0151  USGS QUAD   -  STRICKER BUTTE (1979)
 NV0151
 NV0151                         *CURRENT SURVEY CONTROL
 NV0151  ___________________________________________________________________
 NV0151* NAD 83(1986)-  42 29 24.     (N)    114 18 20.     (W)     SCALED    
 NV0151* NAVD 88     -      1242.905  (meters)    4077.76   (feet)  ADJUSTED  
 NV0151  ___________________________________________________________________
 NV0151  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 NV0151  DYNAMIC HT  -        1242.204 (meters)    4075.46  (feet)  COMP
 NV0151  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 NV0151
 NV0151  VERT ORDER  -  SECOND    CLASS 0
 NV0151
 NV0151.The horizontal coordinates were scaled from a topographic map and have
 NV0151.an estimated accuracy of +/- 6 seconds.
 NV0151
 NV0151.The orthometric height was determined by differential leveling
 NV0151.and adjusted by the National Geodetic Survey in June 1991..
 NV0151
 NV0151.The geoid height was determined by GEOID03.
 NV0151
 NV0151.The dynamic height is computed by dividing the NAVD 88
 NV0151.geopotential number by the normal gravity value computed on the
 NV0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0151.degrees latitude (g = 980.6199 gals.).
 NV0151
 NV0151.The modeled gravity was interpolated from observed gravity values.
 NV0151
 NV0151;                    North         East    Units  Estimated Accuracy
 NV0151;SPC ID C     -    91,490.      474,880.      MT  (+/- 180 meters Scaled)
 NV0151
 NV0151                          SUPERSEDED SURVEY CONTROL
 NV0151
 NV0151  NGVD 29 (??/??/92) 1241.96   (m)         4074.7    (f) COMPUTED    2 0
 NV0151
 NV0151.Superseded values are not recommended for survey control.
 NV0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0151.See file dsdata.txt to determine how the superseded data were derived.
 NV0151
 NV0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH214077(NAD 83)
 NV0151_MARKER: DD = SURVEY DISK
 NV0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0151+STABILITY: SURFACE MOTION
 NV0151
 NV0151  HISTORY     - Date     Condition        Report By
 NV0151  HISTORY     - UNK      MONUMENTED       IDDT
 NV0151  HISTORY     - 1958     GOOD             NGS
 NV0151
 NV0151                          STATION DESCRIPTION
 NV0151
 NV0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NV0151'3.0 MIO S FROM HANSEN.
 NV0151'3.0 MILES SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCTION OF U.S.
 NV0151'HIGHWAY 30 AT HANSEN, 41 FEET NORTHWEST OF THE CENTER OF THE
 NV0151'INTERSECTION OF A GRAVEL ROAD, AT THE CROSSING OF AN IRRIGATION CANAL,
 NV0151'33 FEET WEST OF THE CENTER LINE OF ROCK CREEK ROAD, 23 FEET NORTH OF
 NV0151'THE CENTER LINE OF GRAVEL ROAD, 3 FEET NORTHWEST OF A CABLE POLE WITH
 NV0151'A GUY WIRE, 2 FEET SOUTH OF THE SOUTH END OF A FENCE, LEVEL WITH ROAD,
 NV0151'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NV0151'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0548 ***********************************************************************
 NU0548  DESIGNATION -  BM
 NU0548  PID         -  NU0548
 NU0548  STATE/COUNTY-  ID/ONEIDA
 NU0548  USGS QUAD   -  SHEEP CREEK SPRING (1973)
 NU0548
 NU0548                         *CURRENT SURVEY CONTROL
 NU0548  ___________________________________________________________________
 NU0548* NAD 83(1986)-  42 10 14.     (N)    112 34 22.     (W)     SCALED    
 NU0548* NAVD 88     -      1513.828  (meters)    4966.62   (feet)  ADJUSTED  
 NU0548  ___________________________________________________________________
 NU0548  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NU0548  DYNAMIC HT  -        1512.804 (meters)    4963.26  (feet)  COMP
 NU0548  MODELED GRAV-     979,892.4   (mgal)                       NAVD 88
 NU0548
 NU0548  VERT ORDER  -  SECOND    CLASS 0
 NU0548
 NU0548.The horizontal coordinates were scaled from a topographic map and have
 NU0548.an estimated accuracy of +/- 6 seconds.
 NU0548
 NU0548.The orthometric height was determined by differential leveling
 NU0548.and adjusted by the National Geodetic Survey in June 1991..
 NU0548
 NU0548.The geoid height was determined by GEOID03.
 NU0548
 NU0548.The dynamic height is computed by dividing the NAVD 88
 NU0548.geopotential number by the normal gravity value computed on the
 NU0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0548.degrees latitude (g = 980.6199 gals.).
 NU0548
 NU0548.The modeled gravity was interpolated from observed gravity values.
 NU0548
 NU0548;                    North         East    Units  Estimated Accuracy
 NU0548;SPC ID E     -    56,050.      166,450.      MT  (+/- 180 meters Scaled)
 NU0548
 NU0548                          SUPERSEDED SURVEY CONTROL
 NU0548
 NU0548  NGVD 29 (??/??/92) 1512.749  (m)         4963.08   (f) ADJ UNCH    2 0
 NU0548
 NU0548.Superseded values are not recommended for survey control.
 NU0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0548.See file dsdata.txt to determine how the superseded data were derived.
 NU0548
 NU0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM700699(NAD 83)
 NU0548_MARKER: DD = SURVEY DISK
 NU0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0548+STABILITY: SURFACE MOTION
 NU0548
 NU0548  HISTORY     - Date     Condition        Report By
 NU0548  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0548  HISTORY     - 1934     GOOD             NGS
 NU0548
 NU0548                          STATION DESCRIPTION
 NU0548
 NU0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0548'4.8 MI E FROM HOLBROOK.
 NU0548'4.8 MILES EAST ALONG STATE HIGHWAY 37 FROM THE SCHOOLHOUSE AT
 NU0548'HOLBROOK, 40 YARDS EAST OF THE CENTER OF A WYE FORK, 40 FEET SOUTH OF
 NU0548'THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0212 ***********************************************************************
 NT0212  DESIGNATION -  BM
 NT0212  PID         -  NT0212
 NT0212  STATE/COUNTY-  ID/BEAR LAKE
 NT0212  USGS QUAD   -  FOSSIL CANYON (1970)
 NT0212
 NT0212                         *CURRENT SURVEY CONTROL
 NT0212  ___________________________________________________________________
 NT0212* NAD 83(1986)-  42 30 20.     (N)    111 24 43.     (W)     SCALED    
 NT0212* NAVD 88     -      1794.420  (meters)    5887.19   (feet)  ADJUSTED  
 NT0212  ___________________________________________________________________
 NT0212  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 NT0212  DYNAMIC HT  -        1793.104 (meters)    5882.88  (feet)  COMP
 NT0212  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 NT0212
 NT0212  VERT ORDER  -  SECOND    CLASS 0
 NT0212
 NT0212.The horizontal coordinates were scaled from a topographic map and have
 NT0212.an estimated accuracy of +/- 6 seconds.
 NT0212
 NT0212.The orthometric height was determined by differential leveling
 NT0212.and adjusted by the National Geodetic Survey in June 1991..
 NT0212
 NT0212.The geoid height was determined by GEOID03.
 NT0212
 NT0212.The dynamic height is computed by dividing the NAVD 88
 NT0212.geopotential number by the normal gravity value computed on the
 NT0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0212.degrees latitude (g = 980.6199 gals.).
 NT0212
 NT0212.The modeled gravity was interpolated from observed gravity values.
 NT0212
 NT0212;                    North         East    Units  Estimated Accuracy
 NT0212;SPC ID E     -    93,450.      262,030.      MT  (+/- 180 meters Scaled)
 NT0212
 NT0212                          SUPERSEDED SURVEY CONTROL
 NT0212
 NT0212  NGVD 29 (??/??/92) 1793.186  (m)         5883.14   (f) ADJ UNCH    2 0
 NT0212
 NT0212.Superseded values are not recommended for survey control.
 NT0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0212.See file dsdata.txt to determine how the superseded data were derived.
 NT0212
 NT0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN661059(NAD 83)
 NT0212_MARKER: DD = SURVEY DISK
 NT0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0212_SP_SET: BRIDGE
 NT0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0212
 NT0212  HISTORY     - Date     Condition        Report By
 NT0212  HISTORY     - UNK      MONUMENTED       USGS
 NT0212  HISTORY     - 1934     GOOD             NGS
 NT0212
 NT0212                          STATION DESCRIPTION
 NT0212
 NT0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0212'2.9 MI NW FROM GEORGETOWN.
 NT0212'ABOUT 2.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NT0212'STATION AT GEORGETOWN, BEAR LAKE COUNTY, AND IN THE TOP OF THE
 NT0212'SOUTHWEST STONE CORNER OF A BRIDGE OVER BEAR RIVER.  A UNITED STATES
 NT0212'GEOLOGICAL SURVEY STANDARD DISK.  NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0148 ***********************************************************************
 NU0148  DESIGNATION -  BM
 NU0148  PID         -  NU0148
 NU0148  STATE/COUNTY-  ID/BANNOCK
 NU0148  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0148
 NU0148                         *CURRENT SURVEY CONTROL
 NU0148  ___________________________________________________________________
 NU0148* NAD 83(1986)-  42 51 44.     (N)    112 27 03.     (W)     SCALED    
 NU0148* NAVD 88     -      1360.557  (meters)    4463.76   (feet)  ADJUSTED  
 NU0148  ___________________________________________________________________
 NU0148  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 NU0148  DYNAMIC HT  -        1359.790 (meters)    4461.24  (feet)  COMP
 NU0148  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 NU0148
 NU0148  VERT ORDER  -  FIRST     CLASS II
 NU0148
 NU0148.The horizontal coordinates were scaled from a topographic map and have
 NU0148.an estimated accuracy of +/- 6 seconds.
 NU0148
 NU0148.The orthometric height was determined by differential leveling
 NU0148.and adjusted by the National Geodetic Survey in June 1991..
 NU0148.WARNING-Repeat measurements at this control monument indicate possible
 NU0148.vertical movement.
 NU0148
 NU0148.The geoid height was determined by GEOID03.
 NU0148
 NU0148.The dynamic height is computed by dividing the NAVD 88
 NU0148.geopotential number by the normal gravity value computed on the
 NU0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0148.degrees latitude (g = 980.6199 gals.).
 NU0148
 NU0148.The modeled gravity was interpolated from observed gravity values.
 NU0148
 NU0148;                    North         East    Units  Estimated Accuracy
 NU0148;SPC ID E     -   132,830.      176,780.      MT  (+/- 180 meters Scaled)
 NU0148
 NU0148                          SUPERSEDED SURVEY CONTROL
 NU0148
 NU0148.No superseded survey control is available for this station.
 NU0148
 NU0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN814465(NAD 83)
 NU0148_MARKER: B = BOLT
 NU0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0148_SP_SET: CONCRETE MASS
 NU0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0148
 NU0148  HISTORY     - Date     Condition        Report By
 NU0148  HISTORY     - UNK      MONUMENTED       LOCENG
 NU0148  HISTORY     - 1967     MARK NOT FOUND   NGS
 NU0148
 NU0148                          STATION DESCRIPTION
 NU0148
 NU0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0148'IN POCATELLO.
 NU0148'AT POCATELLO, BANNOCK COUNTY, AT THE CENTER OF THE INTERSECTION OF
 NU0148'MAIN AND CENTER STREETS, IN CONCRETE 8 INCHES BENEATH THE PAVEMENT,
 NU0148'AND COVERED WITH A MANHOLE COVER.  A CITY OF POCATELLO STANDARD COPPER
 NU0148'BOLT.  NOTE-- A MANHOLE COVER COULD NOT BE LOCATED AT THE INTERSECTION
 NU0148'OF MAIN AND CENTER STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0590 ***********************************************************************
 NU0590  DESIGNATION -  BM
 NU0590  PID         -  NU0590
 NU0590  STATE/COUNTY-  ID/POWER
 NU0590  USGS QUAD   -  MICHAUD (1984)
 NU0590
 NU0590                         *CURRENT SURVEY CONTROL
 NU0590  ___________________________________________________________________
 NU0590* NAD 83(1986)-  42 55 07.     (N)    112 34 40.     (W)     SCALED    
 NU0590* NAVD 88     -      1355.999  (meters)    4448.81   (feet)  POSTED    
 NU0590  ___________________________________________________________________
 NU0590  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 NU0590  DYNAMIC HT  -        1355.240 (meters)    4446.32  (feet)  COMP
 NU0590  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 NU0590
 NU0590  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NU0590
 NU0590.This mark is at Pocatello Regional Airport (PIH)
 NU0590
 NU0590.The horizontal coordinates were scaled from a topographic map and have
 NU0590.an estimated accuracy of +/- 6 seconds.
 NU0590
 NU0590.The orthometric height was determined by differential leveling
 NU0590.and adjusted by the National Geodetic Survey in 1992..
 NU0590.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NU0590.rate of 4.1 thru 8.0 mm/km.
 NU0590
 NU0590.The geoid height was determined by GEOID03.
 NU0590
 NU0590.The dynamic height is computed by dividing the NAVD 88
 NU0590.geopotential number by the normal gravity value computed on the
 NU0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0590.degrees latitude (g = 980.6199 gals.).
 NU0590
 NU0590.The modeled gravity was interpolated from observed gravity values.
 NU0590
 NU0590;                    North         East    Units  Estimated Accuracy
 NU0590;SPC ID E     -   139,140.      166,440.      MT  (+/- 180 meters Scaled)
 NU0590
 NU0590                          SUPERSEDED SURVEY CONTROL
 NU0590
 NU0590  NGVD 29 (??/??/92) 1354.96   (m)         4445.4    (f) COMPUTED    1 2
 NU0590
 NU0590.Superseded values are not recommended for survey control.
 NU0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0590.See file dsdata.txt to determine how the superseded data were derived.
 NU0590
 NU0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN712529(NAD 83)
 NU0590_MARKER: DB = BENCH MARK DISK
 NU0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0590_SP_SET: PAVEMENT
 NU0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0590
 NU0590  HISTORY     - Date     Condition        Report By
 NU0590  HISTORY     - UNK      MONUMENTED       DOD
 NU0590  HISTORY     - 1962     GOOD             NGS
 NU0590
 NU0590                          STATION DESCRIPTION
 NU0590
 NU0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NU0590'8 MI W FROM POCATELLO.
 NU0590'THE HIGHEST POINT ON THE RUNWAY, AT THE INTERSECTION OF THE
 NU0590'CENTERLINES OF THE EAST-AND-WEST RUNWAY AND THE
 NU0590'NORTHEAST-AND-SOUTHWEST RUNWAY, IN THE PAVEMENT, AND FLUSH WITH THE
 NU0590'PAVEMENT.  NOTE-- USE WITH CAUTION.  NOTE-- HAS BEEN STRUCK NUMEROUS
 NU0590'TIMES BY SNOW REMOVAL AND RUNWAY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0660 ***********************************************************************
 NU0660  DESIGNATION -  BM
 NU0660  PID         -  NU0660
 NU0660  STATE/COUNTY-  ID/POWER
 NU0660  USGS QUAD   -  ROCKLAND EAST (1971)
 NU0660
 NU0660                         *CURRENT SURVEY CONTROL
 NU0660  ___________________________________________________________________
 NU0660* NAD 83(1986)-  42 36 07.     (N)    112 52 29.     (W)     SCALED    
 NU0660* NAVD 88     -      1427.782  (meters)    4684.31   (feet)  ADJUSTED  
 NU0660  ___________________________________________________________________
 NU0660  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 NU0660  DYNAMIC HT  -        1426.897 (meters)    4681.41  (feet)  COMP
 NU0660  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 NU0660
 NU0660  VERT ORDER  -  SECOND    CLASS 0
 NU0660
 NU0660.The horizontal coordinates were scaled from a topographic map and have
 NU0660.an estimated accuracy of +/- 6 seconds.
 NU0660
 NU0660.The orthometric height was determined by differential leveling
 NU0660.and adjusted by the National Geodetic Survey in June 1991..
 NU0660
 NU0660.The geoid height was determined by GEOID03.
 NU0660
 NU0660.The dynamic height is computed by dividing the NAVD 88
 NU0660.geopotential number by the normal gravity value computed on the
 NU0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0660.degrees latitude (g = 980.6199 gals.).
 NU0660
 NU0660.The modeled gravity was interpolated from observed gravity values.
 NU0660
 NU0660;                    North         East    Units  Estimated Accuracy
 NU0660;SPC ID E     -   104,120.      141,900.      MT  (+/- 180 meters Scaled)
 NU0660
 NU0660                          SUPERSEDED SURVEY CONTROL
 NU0660
 NU0660  NGVD 29 (??/??/92) 1426.72   (m)         4680.8    (f) COMPUTED    2 0
 NU0660
 NU0660.Superseded values are not recommended for survey control.
 NU0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0660.See file dsdata.txt to determine how the superseded data were derived.
 NU0660
 NU0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN462183(NAD 83)
 NU0660_MARKER: DD = SURVEY DISK
 NU0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0660+STABILITY: SURFACE MOTION
 NU0660
 NU0660  HISTORY     - Date     Condition        Report By
 NU0660  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0660  HISTORY     - 1951     GOOD             NGS
 NU0660  HISTORY     - 1970     MARK NOT FOUND   USGS
 NU0660
 NU0660                          STATION DESCRIPTION
 NU0660
 NU0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NU0660'2.6 MI N FROM ROCKLAND.
 NU0660'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 NU0660'ROCKLAND, AT THE NORTH END AND ON THE OUTSIDE OF A SLIGHT CURVE, THERE
 NU0660'IS A SIMILAR MARK SET IN A CONCRETE POST ON THE OPPOSITE (WEST) SIDE
 NU0660'OF THE HIGHWAY, AT THE TOP OF A 10 FEET BANK OR CUT, 50 1/2 FEET EAST
 NU0660'OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 NU0660'POST PROJECTING 0.6 FOOT ABOVE THE GROUND, AND ABOUT 9 FEET LOWER THAN
 NU0660'THE HIGHWAY.
 NU0660
 NU0660                          STATION RECOVERY (1970)
 NU0660
 NU0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NU0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0066 ***********************************************************************
 NU0066  DESIGNATION -  BM
 NU0066  PID         -  NU0066
 NU0066  STATE/COUNTY-  ID/BANNOCK
 NU0066  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0066
 NU0066                         *CURRENT SURVEY CONTROL
 NU0066  ___________________________________________________________________
 NU0066* NAD 83(1986)-  42 57 40.     (N)    112 27 31.     (W)     SCALED    
 NU0066* NAVD 88     -      1361.273  (meters)    4466.11   (feet)  ADJUSTED  
 NU0066  ___________________________________________________________________
 NU0066  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 NU0066  DYNAMIC HT  -        1360.512 (meters)    4463.61  (feet)  COMP
 NU0066  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 NU0066
 NU0066  VERT ORDER  -  FIRST     CLASS I
 NU0066
 NU0066.The horizontal coordinates were scaled from a topographic map and have
 NU0066.an estimated accuracy of +/- 6 seconds.
 NU0066
 NU0066.The orthometric height was determined by differential leveling
 NU0066.and adjusted by the National Geodetic Survey in June 1991..
 NU0066
 NU0066.The geoid height was determined by GEOID03.
 NU0066
 NU0066.The dynamic height is computed by dividing the NAVD 88
 NU0066.geopotential number by the normal gravity value computed on the
 NU0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0066.degrees latitude (g = 980.6199 gals.).
 NU0066
 NU0066.The modeled gravity was interpolated from observed gravity values.
 NU0066
 NU0066;                    North         East    Units  Estimated Accuracy
 NU0066;SPC ID E     -   143,820.      176,180.      MT  (+/- 180 meters Scaled)
 NU0066
 NU0066                          SUPERSEDED SURVEY CONTROL
 NU0066
 NU0066  NGVD 29 (08/20/92) 1360.229  (m)         4462.68   (f) ADJUSTED    1 1
 NU0066
 NU0066.Superseded values are not recommended for survey control.
 NU0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0066.See file dsdata.txt to determine how the superseded data were derived.
 NU0066
 NU0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN810575(NAD 83)
 NU0066_MARKER: DD = SURVEY DISK
 NU0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0066_SP_SET: CULVERT
 NU0066_MARK LOGO: USIIS 
 NU0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0066
 NU0066  HISTORY     - Date     Condition        Report By
 NU0066  HISTORY     - UNK      MONUMENTED       USIIS
 NU0066  HISTORY     - 1960     GOOD             NGS
 NU0066  HISTORY     - 1967     GOOD             NGS
 NU0066  HISTORY     - 1983     GOOD             NGS
 NU0066
 NU0066                          STATION DESCRIPTION
 NU0066
 NU0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0066'4.9 MI S FROM FORT HALL.
 NU0066'4.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0066'FORT HALL, 3 1/2 POLES SOUTH OF MILEPOLE 141, AT THE CROSSING OF AN
 NU0066'IRRIGATION DITCH UNDER THE TRACK, IN TOP OF THE SOUTH END OF THE WEST
 NU0066'CONCRETE HEAD WALL OF IRRIGATION CULVERT 140.90, 27.7 FEET WEST OF THE
 NU0066'WEST RAIL OF THE MAIN TRACK, 1.8 FEET SOUTH OF BENCH MARK E 164, AND
 NU0066'ABOUT 2 1/2 FEET HIGHER THAN THE MAIN TRACK.
 NU0066
 NU0066                          STATION RECOVERY (1967)
 NU0066
 NU0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0066'RECOVERED IN GOOD CONDITION.
 NU0066
 NU0066                          STATION RECOVERY (1983)
 NU0066
 NU0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0426 ***********************************************************************
 NU0426  DESIGNATION -  BM
 NU0426  PID         -  NU0426
 NU0426  STATE/COUNTY-  ID/ONEIDA
 NU0426  USGS QUAD   -  HOLBROOK (1973)
 NU0426
 NU0426                         *CURRENT SURVEY CONTROL
 NU0426  ___________________________________________________________________
 NU0426* NAD 83(1986)-  42 09 42.     (N)    112 39 20.     (W)     SCALED    
 NU0426* NAVD 88     -      1456.850  (meters)    4779.68   (feet)  ADJUSTED  
 NU0426  ___________________________________________________________________
 NU0426  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NU0426  DYNAMIC HT  -        1455.881 (meters)    4776.50  (feet)  COMP
 NU0426  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 NU0426
 NU0426  VERT ORDER  -  SECOND    CLASS 0
 NU0426
 NU0426.The horizontal coordinates were scaled from a topographic map and have
 NU0426.an estimated accuracy of +/- 6 seconds.
 NU0426
 NU0426.The orthometric height was determined by differential leveling
 NU0426.and adjusted by the National Geodetic Survey in June 1991..
 NU0426
 NU0426.The geoid height was determined by GEOID03.
 NU0426
 NU0426.The dynamic height is computed by dividing the NAVD 88
 NU0426.geopotential number by the normal gravity value computed on the
 NU0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0426.degrees latitude (g = 980.6199 gals.).
 NU0426
 NU0426.The modeled gravity was interpolated from observed gravity values.
 NU0426
 NU0426;                    North         East    Units  Estimated Accuracy
 NU0426;SPC ID E     -    55,090.      159,600.      MT  (+/- 180 meters Scaled)
 NU0426
 NU0426                          SUPERSEDED SURVEY CONTROL
 NU0426
 NU0426  NGVD 29 (??/??/92) 1455.79   (m)         4776.2    (f) COMPUTED    2 0
 NU0426
 NU0426.Superseded values are not recommended for survey control.
 NU0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0426.See file dsdata.txt to determine how the superseded data were derived.
 NU0426
 NU0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM632690(NAD 83)
 NU0426_MARKER: Z = SEE DESCRIPTION
 NU0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0426_SP_SET: PORCH
 NU0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0426
 NU0426  HISTORY     - Date     Condition        Report By
 NU0426  HISTORY     - UNK      MONUMENTED       LOCENG
 NU0426  HISTORY     - 1934     GOOD             NGS
 NU0426  HISTORY     - 1975     MARK NOT FOUND   USGS
 NU0426
 NU0426                          STATION DESCRIPTION
 NU0426
 NU0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0426'IN HOLBROOK.
 NU0426'AT HOLBROOK, ONEIDA COUNTY, AT THE DRUG STORE ACROSS THE STREET FROM
 NU0426'THE SMITH GARAGE, AND AT THE SOUTHWEST CORNER OF THE PORCH.  THE TOP
 NU0426'OF THE CONCRETE.
 NU0426
 NU0426                          STATION RECOVERY (1975)
 NU0426
 NU0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NU0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0358 ***********************************************************************
 OH0358  DESIGNATION -  BM
 OH0358  PID         -  OH0358
 OH0358  STATE/COUNTY-  ID/OWYHEE
 OH0358  USGS QUAD   -  WALTERS BUTTE (1992)
 OH0358
 OH0358                         *CURRENT SURVEY CONTROL
 OH0358  ___________________________________________________________________
 OH0358* NAD 83(1986)-  43 20 09.     (N)    116 36 29.     (W)     SCALED    
 OH0358* NAVD 88     -       701.357  (meters)    2301.04   (feet)  ADJUSTED  
 OH0358  ___________________________________________________________________
 OH0358  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 OH0358  DYNAMIC HT  -         701.089 (meters)    2300.16  (feet)  COMP
 OH0358  MODELED GRAV-     980,215.0   (mgal)                       NAVD 88
 OH0358
 OH0358  VERT ORDER  -  SECOND    CLASS 0
 OH0358
 OH0358.The horizontal coordinates were scaled from a topographic map and have
 OH0358.an estimated accuracy of +/- 6 seconds.
 OH0358
 OH0358.The orthometric height was determined by differential leveling
 OH0358.and adjusted by the National Geodetic Survey in June 1991..
 OH0358
 OH0358.The geoid height was determined by GEOID03.
 OH0358
 OH0358.The dynamic height is computed by dividing the NAVD 88
 OH0358.geopotential number by the normal gravity value computed on the
 OH0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0358.degrees latitude (g = 980.6199 gals.).
 OH0358
 OH0358.The modeled gravity was interpolated from observed gravity values.
 OH0358
 OH0358;                    North         East    Units  Estimated Accuracy
 OH0358;SPC ID W     -   185,760.      730,420.      MT  (+/- 180 meters Scaled)
 OH0358
 OH0358                          SUPERSEDED SURVEY CONTROL
 OH0358
 OH0358  NGVD 29 (??/??/92)  700.433  (m)         2298.00   (f) ADJ UNCH    2 0
 OH0358
 OH0358.Superseded values are not recommended for survey control.
 OH0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0358.See file dsdata.txt to determine how the superseded data were derived.
 OH0358
 OH0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH317981(NAD 83)
 OH0358_MARKER: DD = SURVEY DISK
 OH0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0358+STABILITY: SURFACE MOTION
 OH0358
 OH0358  HISTORY     - Date     Condition        Report By
 OH0358  HISTORY     - UNK      MONUMENTED       IDDT
 OH0358  HISTORY     - 1944     GOOD             NGS
 OH0358
 OH0358                          STATION DESCRIPTION
 OH0358
 OH0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH0358'0.5 MI S FROM WALTERS FERRY.
 OH0358'0.5 MILE SOUTH OF THE SNAKE RIVER BRIDGE AT WALTERS FERRY OWYHEE
 OH0358'COUNTY, ALONG THE WALTERS FERRY TO MURPHY HIGHWAY, AT THE SOUTH END OF
 OH0358'A CURVE, IN THE FENCE LINE AND 33 FEET WEST OF THE CENTERLINE OF THE
 OH0358'HIGHWAY.  A STANDARD COPPER DISK SET IN THE TOP OF A CONCRETE POST 1
 OH0358'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0422 ***********************************************************************
 OH0422  DESIGNATION -  BM
 OH0422  PID         -  OH0422
 OH0422  STATE/COUNTY-  ID/CANYON
 OH0422  USGS QUAD   -  NAMPA (1971)
 OH0422
 OH0422                         *CURRENT SURVEY CONTROL
 OH0422  ___________________________________________________________________
 OH0422* NAD 83(1986)-  43 31 27.     (N)    116 32 22.     (W)     SCALED    
 OH0422* NAVD 88     -       781.677  (meters)    2564.55   (feet)  ADJUSTED  
 OH0422  ___________________________________________________________________
 OH0422  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 OH0422  DYNAMIC HT  -         781.398 (meters)    2563.64  (feet)  COMP
 OH0422  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 OH0422
 OH0422  VERT ORDER  -  FIRST     CLASS II
 OH0422
 OH0422.The horizontal coordinates were scaled from a topographic map and have
 OH0422.an estimated accuracy of +/- 6 seconds.
 OH0422
 OH0422.The orthometric height was determined by differential leveling
 OH0422.and adjusted by the National Geodetic Survey in June 1991..
 OH0422.WARNING-Repeat measurements at this control monument indicate possible
 OH0422.vertical movement.
 OH0422
 OH0422.The geoid height was determined by GEOID03.
 OH0422
 OH0422.The dynamic height is computed by dividing the NAVD 88
 OH0422.geopotential number by the normal gravity value computed on the
 OH0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0422.degrees latitude (g = 980.6199 gals.).
 OH0422
 OH0422.The modeled gravity was interpolated from observed gravity values.
 OH0422
 OH0422;                    North         East    Units  Estimated Accuracy
 OH0422;SPC ID W     -   206,630.      736,180.      MT  (+/- 180 meters Scaled)
 OH0422
 OH0422                          SUPERSEDED SURVEY CONTROL
 OH0422
 OH0422  NGVD 29 (??/??/92)  780.749  (m)         2561.51   (f) ADJ UNCH    1 2
 OH0422
 OH0422.Superseded values are not recommended for survey control.
 OH0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0422.See file dsdata.txt to determine how the superseded data were derived.
 OH0422
 OH0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ372191(NAD 83)
 OH0422_MARKER: DD = SURVEY DISK
 OH0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0422_SP_SET: BRIDGE
 OH0422_MARK LOGO: BOR   
 OH0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0422
 OH0422  HISTORY     - Date     Condition        Report By
 OH0422  HISTORY     - UNK      MONUMENTED       BOR
 OH0422  HISTORY     - 1965     GOOD             NGS
 OH0422  HISTORY     - 1983     GOOD             NGS
 OH0422
 OH0422                          STATION DESCRIPTION
 OH0422
 OH0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 OH0422'4.2 MI S FROM NAMPA.
 OH0422'4.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OH0422'NAMPA, 700 FEET SOUTH OF MILE POST NO. 4, IN THE SOUTHEAST WINGWALL OF
 OH0422'RAILROAD BRIDGE NO. 4.12, 21 FEET EAST OF THE NEAREST RAIL, 6 FEET
 OH0422'NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL AND 2 FEET NORTH OF A
 OH0422'METAL WITNESS POST.
 OH0422
 OH0422                          STATION RECOVERY (1983)
 OH0422
 OH0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0422'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM
 OH0422'(2.0 MI) SOUTHEAST ALONG SECOND STREET SOUTH FROM THE POST OFFICE IN
 OH0422'NAMPA, THENCE 4.0 KM (2.5 MI) SOUTH ALONG SOUTH SIDE BOULEVARD, THENCE
 OH0422'0.7 KM (0.45 MI) WEST ALONG A TRACK ROAD ON THE NORTH SIDE OF A CANAL,
 OH0422'IN TOP OF THE SOUTHEAST CONCRETE WINGWALL OF THE UNION PACIFIC
 OH0422'RAILROAD BRIDGE 4.12 OVER THE NEW YORK CANAL, 7.0 METERS (23 FT) EAST
 OH0422'OF THE EAST RAIL, 5.0 METERS (16 FT) NORTH OF THE CENTER OF A FARM
 OH0422'ROAD, 15.0 METERS (49 FT) SOUTH OF THE CENTER OF THE CANAL AND
 OH0422'2.0 METERS (6 FT) NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL.  NO
 OH0422'STAMPING.
 OH0422'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 OH0422'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0531 ***********************************************************************
 OH0531  DESIGNATION -  BM
 OH0531  PID         -  OH0531
 OH0531  STATE/COUNTY-  ID/GEM
 OH0531  USGS QUAD   -  LETHA (1971)
 OH0531
 OH0531                         *CURRENT SURVEY CONTROL
 OH0531  ___________________________________________________________________
 OH0531* NAD 83(1986)-  43 54 33.     (N)    116 40 52.     (W)     SCALED    
 OH0531* NAVD 88     -       691.759  (meters)    2269.55   (feet)  ADJUSTED  
 OH0531  ___________________________________________________________________
 OH0531  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 OH0531  DYNAMIC HT  -         691.542 (meters)    2268.83  (feet)  COMP
 OH0531  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 OH0531
 OH0531  VERT ORDER  -  SECOND    CLASS 0
 OH0531
 OH0531.The horizontal coordinates were scaled from a topographic map and have
 OH0531.an estimated accuracy of +/- 6 seconds.
 OH0531
 OH0531.The orthometric height was determined by differential leveling
 OH0531.and adjusted by the National Geodetic Survey in June 1991..
 OH0531.WARNING-Repeat measurements at this control monument indicate possible
 OH0531.vertical movement.
 OH0531
 OH0531.The geoid height was determined by GEOID03.
 OH0531
 OH0531.The dynamic height is computed by dividing the NAVD 88
 OH0531.geopotential number by the normal gravity value computed on the
 OH0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0531.degrees latitude (g = 980.6199 gals.).
 OH0531
 OH0531.The modeled gravity was interpolated from observed gravity values.
 OH0531
 OH0531;                    North         East    Units  Estimated Accuracy
 OH0531;SPC ID W     -   249,520.      725,210.      MT  (+/- 180 meters Scaled)
 OH0531
 OH0531                          SUPERSEDED SURVEY CONTROL
 OH0531
 OH0531  NGVD 29 (??/??/92)  690.81   (m)         2266.4    (f) COMPUTED    2 0
 OH0531
 OH0531.Superseded values are not recommended for survey control.
 OH0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0531.See file dsdata.txt to determine how the superseded data were derived.
 OH0531
 OH0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ256618(NAD 83)
 OH0531_MARKER: DD = SURVEY DISK
 OH0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0531+STABILITY: SURFACE MOTION
 OH0531
 OH0531  HISTORY     - Date     Condition        Report By
 OH0531  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0531  HISTORY     - 1971     GOOD             NGS
 OH0531
 OH0531                          STATION DESCRIPTION
 OH0531
 OH0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0531'2.0 MI NW FROM LETHA.
 OH0531'2.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD, FORMERLY THE
 OH0531'OREGON SHORT LINE RAILROAD FROM LETHA, 0.05 MILE EAST OF HIGHWAY
 OH0531'MILEPOST NO. 20, 50 FEET NORTH OF THE CENTER OF STATE HIGHWAY 52, 47
 OH0531'FEET SOUTH OF THE NEAREST RAIL OF THE RAILROAD, AND IN THE
 OH0531'RIGHT-OF-WAY FENCE LINE SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT
 OH0531'PROJECTS 1 FOOT.  A WITNESS SIGN WAS WIRED BETWEEN THE TWO TOP WIRES
 OH0531'OF THE RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0680 ***********************************************************************
 OH0680  DESIGNATION -  BM
 OH0680  PID         -  OH0680
 OH0680  STATE/COUNTY-  ID/CANYON
 OH0680  USGS QUAD   -  SAND HOLLOW (1970)
 OH0680
 OH0680                         *CURRENT SURVEY CONTROL
 OH0680  ___________________________________________________________________
 OH0680* NAD 83(1986)-  43 46 57.     (N)    116 39 13.     (W)     SCALED    
 OH0680* NAVD 88     -       766.202  (meters)    2513.78   (feet)  ADJUSTED  
 OH0680  ___________________________________________________________________
 OH0680  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 OH0680  DYNAMIC HT  -         765.947 (meters)    2512.94  (feet)  COMP
 OH0680  MODELED GRAV-     980,259.8   (mgal)                       NAVD 88
 OH0680
 OH0680  VERT ORDER  -  SECOND    CLASS 0
 OH0680
 OH0680.The horizontal coordinates were scaled from a topographic map and have
 OH0680.an estimated accuracy of +/- 6 seconds.
 OH0680
 OH0680.The orthometric height was determined by differential leveling
 OH0680.and adjusted by the National Geodetic Survey in June 1991..
 OH0680
 OH0680.The geoid height was determined by GEOID03.
 OH0680
 OH0680.The dynamic height is computed by dividing the NAVD 88
 OH0680.geopotential number by the normal gravity value computed on the
 OH0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0680.degrees latitude (g = 980.6199 gals.).
 OH0680
 OH0680.The modeled gravity was interpolated from observed gravity values.
 OH0680
 OH0680;                    North         East    Units  Estimated Accuracy
 OH0680;SPC ID W     -   235,420.      727,270.      MT  (+/- 180 meters Scaled)
 OH0680
 OH0680                          SUPERSEDED SURVEY CONTROL
 OH0680
 OH0680  NGVD 29 (??/??/92)  765.25   (m)         2510.7    (f) COMPUTED    2 0
 OH0680
 OH0680.Superseded values are not recommended for survey control.
 OH0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0680.See file dsdata.txt to determine how the superseded data were derived.
 OH0680
 OH0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ278477(NAD 83)
 OH0680_MARKER: DD = SURVEY DISK
 OH0680_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH0680_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0680
 OH0680  HISTORY     - Date     Condition        Report By
 OH0680  HISTORY     - UNK      MONUMENTED       BOR
 OH0680  HISTORY     - 1970     GOOD             NGS
 OH0680
 OH0680                          STATION DESCRIPTION
 OH0680
 OH0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0680'5.8 MI N FROM MIDDLETON.
 OH0680'ALONG THE UNION PACIFIC RAILROAD, 66 FEET SOUTHEAST OF THE NEAREST
 OH0680'RAIL, 25 FEET SOUTHEAST OF MILE POST NO. 15, 17 FEET SOUTHEAST OF A
 OH0680'POWER POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST, A U.S.
 OH0680'RECLAMATION SERVICE STANDARD DISK RIVETED TO A 4-INCH PIPE THAT
 OH0680'PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0449 ***********************************************************************
 SV0449  DESIGNATION -  BM 1
 SV0449  PID         -  SV0449
 SV0449  STATE/COUNTY-  ID/KOOTENAI
 SV0449  USGS QUAD   -  FERNAN LAKE (1981)
 SV0449
 SV0449                         *CURRENT SURVEY CONTROL
 SV0449  ___________________________________________________________________
 SV0449* NAD 83(1986)-  47 37 39.     (N)    116 37 49.     (W)     SCALED    
 SV0449* NAVD 88     -       649.856  (meters)    2132.07   (feet)  ADJUSTED  
 SV0449  ___________________________________________________________________
 SV0449  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 SV0449  DYNAMIC HT  -         649.868 (meters)    2132.11  (feet)  COMP
 SV0449  MODELED GRAV-     980,610.7   (mgal)                       NAVD 88
 SV0449
 SV0449  VERT ORDER  -  SECOND    CLASS 0
 SV0449
 SV0449.The horizontal coordinates were scaled from a topographic map and have
 SV0449.an estimated accuracy of +/- 6 seconds.
 SV0449
 SV0449.The orthometric height was determined by differential leveling
 SV0449.and adjusted by the National Geodetic Survey in June 1991..
 SV0449.WARNING-Repeat measurements at this control monument indicate possible
 SV0449.vertical movement.
 SV0449
 SV0449.The geoid height was determined by GEOID03.
 SV0449
 SV0449.The dynamic height is computed by dividing the NAVD 88
 SV0449.geopotential number by the normal gravity value computed on the
 SV0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0449.degrees latitude (g = 980.6199 gals.).
 SV0449
 SV0449.The modeled gravity was interpolated from observed gravity values.
 SV0449
 SV0449;                    North         East    Units  Estimated Accuracy
 SV0449;SPC ID W     -   662,730.      733,840.      MT  (+/- 180 meters Scaled)
 SV0449
 SV0449                          SUPERSEDED SURVEY CONTROL
 SV0449
 SV0449  NGVD 29 (??/??/92)  648.720  (m)         2128.34   (f) ADJ UNCH    2 0
 SV0449
 SV0449.Superseded values are not recommended for survey control.
 SV0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0449.See file dsdata.txt to determine how the superseded data were derived.
 SV0449
 SV0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN277749(NAD 83)
 SV0449_MARKER: DD = SURVEY DISK
 SV0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0449_SP_SET: CULVERT
 SV0449_STAMPING: BM NO. 1 2130.455 7 A2 02
 SV0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0449
 SV0449  HISTORY     - Date     Condition        Report By
 SV0449  HISTORY     - UNK      MONUMENTED       BPR
 SV0449  HISTORY     - 1952     GOOD             NGS
 SV0449
 SV0449                          STATION DESCRIPTION
 SV0449
 SV0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0449'9.7 MI E FROM COEUR DALENE.
 SV0449'9.7 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0449'COEUR DALENE, IN THE TOP OF THE NORTHWEST CONCRETE HEAD WALL OF A
 SV0449'CULVERT, 195 FEET NORTHEAST OF THE CENTER OF THE Y JUNCTION OF A PAVED
 SV0449'ROAD LEADING NORTHEAST TO THE HONEYSUCKLE RANGER STATION, 26 1/2 FEET
 SV0449'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.7 FEET SOUTHWEST OF THE
 SV0449'NORTHEAST END OF THE HEAD WALL, AND ABOUT 9 FEET LOWER THAN THE
 SV0449'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0138 ***********************************************************************
 NV0138  DESIGNATION -  BM 2
 NV0138  PID         -  NV0138
 NV0138  STATE/COUNTY-  ID/TWIN FALLS
 NV0138  USGS QUAD   -  MILNER BUTTE (1992)
 NV0138
 NV0138                         *CURRENT SURVEY CONTROL
 NV0138  ___________________________________________________________________
 NV0138* NAD 83(1986)-  42 25 02.     (N)    114 06 20.     (W)     SCALED    
 NV0138* NAVD 88     -      1302.690  (meters)    4273.91   (feet)  ADJUSTED  
 NV0138  ___________________________________________________________________
 NV0138  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 NV0138  DYNAMIC HT  -        1301.924 (meters)    4271.40  (feet)  COMP
 NV0138  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 NV0138
 NV0138  VERT ORDER  -  SECOND    CLASS 0
 NV0138
 NV0138.The horizontal coordinates were scaled from a topographic map and have
 NV0138.an estimated accuracy of +/- 6 seconds.
 NV0138
 NV0138.The orthometric height was determined by differential leveling
 NV0138.and adjusted by the National Geodetic Survey in June 1991..
 NV0138
 NV0138.The geoid height was determined by GEOID03.
 NV0138
 NV0138.The dynamic height is computed by dividing the NAVD 88
 NV0138.geopotential number by the normal gravity value computed on the
 NV0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0138.degrees latitude (g = 980.6199 gals.).
 NV0138
 NV0138.The modeled gravity was interpolated from observed gravity values.
 NV0138
 NV0138;                    North         East    Units  Estimated Accuracy
 NV0138;SPC ID C     -    83,370.      491,310.      MT  (+/- 180 meters Scaled)
 NV0138
 NV0138                          SUPERSEDED SURVEY CONTROL
 NV0138
 NV0138  NGVD 29 (??/??/92) 1301.70   (m)         4270.7    (f) COMPUTED    2 0
 NV0138
 NV0138.Superseded values are not recommended for survey control.
 NV0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0138.See file dsdata.txt to determine how the superseded data were derived.
 NV0138
 NV0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH381001(NAD 83)
 NV0138_MARKER: P = PIPE CAP
 NV0138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0138_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0138
 NV0138  HISTORY     - Date     Condition        Report By
 NV0138  HISTORY     - UNK      MONUMENTED       BPR
 NV0138  HISTORY     - 1958     GOOD             NGS
 NV0138  HISTORY     - 20021008 MARK NOT FOUND   YERION
 NV0138
 NV0138                          STATION DESCRIPTION
 NV0138
 NV0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NV0138'11.7 MI SW FROM MILNER.
 NV0138'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE MILNER BEAN
 NV0138'GROWERS WAREHOUSE AT MILNER, THENCE 2.6 MILES SOUTH ALONG AN ASPHALT
 NV0138'ROAD, THENCE 0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 30, THENCE 4.25
 NV0138'MILES SOUTH ALONG A DIRT ROAD, THENCE 3.95 MILES WEST ALONG A GRAVEL
 NV0138'ROAD, 23 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 142 FEET EAST
 NV0138'OF THE EXTENDED CENTER LINE OF A DRIVE LEADING SOUTH TO A FARMHOUSE,
 NV0138'33 FEET EAST OF A POWER POLE WITH A GUY WIRE AND TRANSFORMER, ABOUT
 NV0138'LEVEL WITH THE ROAD, AND RIVETED ON TOP OF A 2-INCH IRON PIPE WHICH
 NV0138'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NV0138
 NV0138                          STATION RECOVERY (2002)
 NV0138
 NV0138'RECOVERY NOTE BY GEORGE YERION 2002 (GY)
 NV0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1352 ***********************************************************************
 QB1352  DESIGNATION -  BOARD
 QB1352  PID         -  QB1352
 QB1352  STATE/COUNTY-  ID/WASHINGTON
 QB1352  USGS QUAD   -  BROWNLEE DAM (1987)
 QB1352
 QB1352                         *CURRENT SURVEY CONTROL
 QB1352  ___________________________________________________________________
 QB1352* NAD 83(1992)-  44 48 08.04427(N)    116 52 37.93868(W)     ADJUSTED  
 QB1352* NAVD 88     -      1533.5    (meters)    5031.     (feet)  VERTCON   
 QB1352  ___________________________________________________________________
 QB1352  LAPLACE CORR-          16.85  (seconds)                    DEFLEC99
 QB1352  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 QB1352
 QB1352  HORZ ORDER  -  SECOND
 QB1352
 QB1352.The horizontal coordinates were established by classical geodetic methods
 QB1352.and adjusted by the National Geodetic Survey in July 1992..
 QB1352
 QB1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1352
 QB1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1352
 QB1352.The geoid height was determined by GEOID03.
 QB1352
 QB1352;                    North         East     Units Scale Factor Converg.
 QB1352;SPC ID W     -   348,948.146   710,824.127   MT  1.00003109   -0 47 39.7
 QB1352;SPC OR N     -   132,610.824 2,786,506.408   MT  0.99991493   +2 34 09.2
 QB1352;SPC OR N     -   435,074.88  9,142,081.39   iFT  0.99991493   +2 34 09.2
 QB1352;UTM  11      - 4,960,988.877   509,711.345   MT  0.99960116   +0 05 11.5
 QB1352
 QB1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1352!SPC ID W     -   0.99976214  x   1.00003109  =   0.99979323
 QB1352!SPC OR N     -   0.99976214  x   0.99991493  =   0.99967709
 QB1352!UTM  11      -   0.99976214  x   0.99960116  =   0.99936340
 QB1352
 QB1352|---------------------------------------------------------------------|
 QB1352| PID    Reference Object                     Distance      Geod. Az  |
 QB1352|                                                           dddmmss.s |
 QB1352| CD4303 BOARD RM 1                            4.970 METERS 07333     |
 QB1352| CD4304 BOARD RM 2                            7.995 METERS 15731     |
 QB1352| QB1351 DEER                                APPROX. 6.0 KM 2623815.5 |
 QB1352| CD4302 BOARD AZ MK                                        3552857.5 |
 QB1352|---------------------------------------------------------------------|
 QB1352
 QB1352                          SUPERSEDED SURVEY CONTROL
 QB1352
 QB1352  NAD 83(1991)-  44 48 08.04409(N)    116 52 37.93866(W) AD(       ) 2
 QB1352  NAD 83(1986)-  44 48 08.04424(N)    116 52 37.93877(W) AD(       ) 2
 QB1352  NAD 27      -  44 48 08.47697(N)    116 52 34.34189(W) AD(       ) 2
 QB1352  NGVD 29 (07/19/86) 1532.4    (m)         5028.     (f) VERT ANG       
 QB1352
 QB1352.Superseded values are not recommended for survey control.
 QB1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1352.See file dsdata.txt to determine how the superseded data were derived.
 QB1352
 QB1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK0971160989(NAD 83)
 QB1352_MARKER: Z = SEE DESCRIPTION
 QB1352_SETTING: 0 = UNSPECIFIED SETTING
 QB1352
 QB1352  HISTORY     - Date     Condition        Report By
 QB1352  HISTORY     - 1945     MONUMENTED       CGS
 QB1352
 QB1352                          STATION DESCRIPTION
 QB1352
 QB1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 QB1352'STATION IS LOCATED ABOUT 8 MILES AIRLINE NE OF ROBINETTE, ABOUT
 QB1352'3 MILES E OF THE SNAKE RIVER AT THE BROWNLEE FERRY, ABOUT
 QB1352'1-1/2 MILES W OF THE HIGHER ELEVATION, OR BEGINNING OF THE RIM
 QB1352'OF THE SNAKE RIVER, ON A HIGH POINTED RIDGE WHICH IS COVERED
 QB1352'WITH OUTCROPPING AND IS ABOUT 1/2 MILE S OF BOARD CREEK.
 QB1352'
 QB1352'TO REACH FROM ROBINETTE, GO N ON THE SNAKE RIVER ROAD FOR
 QB1352'ABOUT 8 MILES TO THE BROWNLEE FERRY, CROSS FERRY AND CONTINUE
 QB1352'ON THE MAIN TRAVELED ROAD TOWARDS COUNCIL FOR 1.1 MILES TO A
 QB1352'BOARD GATE (AND SIGN BROWNLEE FERRY).  GO THROUGH GATE AND
 QB1352'TURN SHARP LEFT THROUGH A WIRE GATE AND CONTINUE ON RANCH ROAD
 QB1352'N FOR 3.0 MILES TO RANCH BUILDINGS, CONTINUE TO RIGHT OF HOUSE
 QB1352'AND THROUGH CORRAL, FOLLOWING ROAD UP CREEK, FOR 2.8 MILES
 QB1352'TO ANOTHER RANCH, CONTINUE ACROSS CREEK AND TO LEFT OF BARN
 QB1352'TO THE EXTREME SW END OF FIELD TO END OF TRUCK TRAVEL.  FROM
 QB1352'THIS POINT CONTINUE ON FOOT S OVER LOW SADDLE (A GOOD TRAIL
 QB1352'IS FOUND AT END OF TRUCK TRAVEL), CROSSING BOARD CREEK, AND
 QB1352'UP STEEP RIDGE, BEARING SE ON S SIDE OF BOARD CREEK FOR
 QB1352'ABOUT 1 MILE TO HIGHEST POINT OF RIDGE AND STATION.
 QB1352'
 QB1352'THE STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 QB1352'HOLE IN OUTCROP, ABOUT 200 FEET NW OF THE HIGHEST POINT OF
 QB1352'RIDGE, AND IS 18 FEET SE OF A CAIRN.  IT IS 8 FEET NE OF THE
 QB1352'EDGE OF THE RIM AND IS STAMPED BOARD 1945.
 QB1352'
 QB1352'NO UNDERGROUND MARK WAS SET.
 QB1352'
 QB1352'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 QB1352'HOLE IN A BOULDER PROJECTING ABOUT 18 INCHES AND IS ABOUT 1
 QB1352'FOOT LOWER THAN THE STATION.  IT IS STAMPED BOARD NO 1 1945.
 QB1352'
 QB1352'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 QB1352'DRILL HOLE IN OUTCROP PROJECTING ABOUT 4 INCHES AND IS ABOUT
 QB1352'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED BOARD NO
 QB1352'2 1945.
 QB1352'
 QB1352'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN OUTCROP
 QB1352'PROJECTING ABOUT 2 FEET, ABOUT 0.15 MILE N ON A RISE OF THE
 QB1352'SAME RIDGE AS THE STATION, AND IS SLIGHTLY LOWER.  IT IS STAMPED
 QB1352'BOARD 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0665 ***********************************************************************
 PZ0665  DESIGNATION -  BOB
 PZ0665  PID         -  PZ0665
 PZ0665  STATE/COUNTY-  ID/CLARK
 PZ0665  USGS QUAD   -  DUBOIS NW (1964)
 PZ0665
 PZ0665                         *CURRENT SURVEY CONTROL
 PZ0665  ___________________________________________________________________
 PZ0665* NAD 83(1992)-  44 10 45.11425(N)    112 10 27.08841(W)     ADJUSTED  
 PZ0665* NAVD 88     -      1603.4    (meters)    5260.     (feet)  VERTCON   
 PZ0665  ___________________________________________________________________
 PZ0665  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 PZ0665  GEOID HEIGHT-         -10.81  (meters)                     GEOID03
 PZ0665
 PZ0665  HORZ ORDER  -  SECOND
 PZ0665
 PZ0665.The horizontal coordinates were established by classical geodetic methods
 PZ0665.and adjusted by the National Geodetic Survey in July 1992..
 PZ0665
 PZ0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0665
 PZ0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0665
 PZ0665.The geoid height was determined by GEOID03.
 PZ0665
 PZ0665;                    North         East     Units Scale Factor Converg.
 PZ0665;SPC ID E     -   279,105.627   199,398.335   MT  0.99994737   -0 00 18.9
 PZ0665;UTM  12      - 4,892,446.601   406,143.867   MT  0.99970834   -0 49 06.1
 PZ0665
 PZ0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0665!SPC ID E     -   0.99975034  x   0.99994737  =   0.99969772
 PZ0665!UTM  12      -   0.99975034  x   0.99970834  =   0.99945875
 PZ0665
 PZ0665:                Primary Azimuth Mark                     Grid Az
 PZ0665:SPC ID E     -  BOB AZ MK                                014 15 00.2
 PZ0665:UTM  12      -  BOB AZ MK                                015 03 47.4
 PZ0665
 PZ0665|---------------------------------------------------------------------|
 PZ0665| PID    Reference Object                     Distance      Geod. Az  |
 PZ0665|                                                           dddmmss.s |
 PZ0665| CN4027 BOB AZ MK                                          0141441.3 |
 PZ0665| PZ0666 RNG DUBOIS DBS                      APPROX. 6.2 KM 2105022.6 |
 PZ0665| CN4028 BOB RM 1                              9.654 METERS 21850     |
 PZ0665| PZ0669 POCATELLO BUTTE AWY BCN 23          APPROX. 4.2 KM 2540202.7 |
 PZ0665| PZ0670 DUBOIS MUNICIPAL TANK               APPROX. 4.3 KM 2672219.6 |
 PZ0665| CN4029 BOB RM 2                              9.826 METERS 30408     |
 PZ0665|---------------------------------------------------------------------|
 PZ0665
 PZ0665                          SUPERSEDED SURVEY CONTROL
 PZ0665
 PZ0665  NAD 83(1986)-  44 10 45.11120(N)    112 10 27.07551(W) AD(       ) 2
 PZ0665  NAD 27      -  44 10 45.43420(N)    112 10 24.13540(W) AD(       ) 2
 PZ0665  NGVD 29 (07/19/86) 1602.3    (m)         5257.     (f) VERT ANG       
 PZ0665
 PZ0665.Superseded values are not recommended for survey control.
 PZ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0665.See file dsdata.txt to determine how the superseded data were derived.
 PZ0665
 PZ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0614492447(NAD 83)
 PZ0665_MARKER: DS = TRIANGULATION STATION DISK
 PZ0665_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0665_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 PZ0665_STAMPING: BOB 1959
 PZ0665_MARK LOGO: CGS   
 PZ0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0665+STABILITY: POSITION/ELEVATION WELL
 PZ0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0665+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 PZ0665
 PZ0665  HISTORY     - Date     Condition        Report By
 PZ0665  HISTORY     - 1959     MONUMENTED       CGS
 PZ0665  HISTORY     - 19930515 GOOD             LOCENG
 PZ0665
 PZ0665                          STATION DESCRIPTION
 PZ0665
 PZ0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0665'THE STATION IS ON THE SUMMIT OF A LOW ROCK AND BRUSH COVERED RISE
 PZ0665'3.0 MILES EAST OF DUBOIS, 0.6 MILE SOUTH OF A GRAVELED COUNTY
 PZ0665'ROAD LYING IN AN EAST-WEST DIRECTION AND 0.15 MILE WEST OF A
 PZ0665'NORTH-SOUTH POWERLINE.
 PZ0665'
 PZ0665'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS, DRIVE
 PZ0665'EAST AND SOUTH ON U.S. HIGHWAY 91 FOR 0.2 MILE TO A GRAVELED SIDE
 PZ0665'ROAD ON THE LEFT.  TURN LEFT AND DRIVE EAST FOR 3.1 MILES TO A
 PZ0665'POWERLINE CROSSING THE ROAD.  TURN RIGHT AND DRIVE SOUTH ON THE
 PZ0665'TRACK ROAD ALONG THE POWERLINE FOR 0.1 MILE TO THE AZIMUTH MARK
 PZ0665'ON THE RIGHT.  CONTINUE SOUTH ON THE TRACK ROAD FOR 0.5 MILE,
 PZ0665'THENCE TURN RIGHT AND DRIVE WEST ACROSS COUNTRY FOR 0.05 MILE
 PZ0665'TO THE STATION.
 PZ0665'
 PZ0665'THE STATION MARK, STAMPED BOB 1959, IS A STANDARD DISK CEMENTED
 PZ0665'IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 2 INCHES ABOVE THE
 PZ0665'SURFACE OF THE GROUND.  IT IS 15 FEET NORTH-NORTHWEST OF A CAIRN
 PZ0665'WHICH PROJECTS 5 FEET ABOVE THE SURFACE OF THE GROUND.
 PZ0665'
 PZ0665'REFERENCE MARK 1, STAMPED BOB NO 1 1959, IS A STANDARD DISK
 PZ0665'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 PZ0665'SURFACE OF THE GROUND.  IT IS ABOUT 18 INCHES LOWER IN ELEVATION
 PZ0665'THAN THE STATION MARK.
 PZ0665'
 PZ0665'REFERENCE MARK 2, STAMPED BOB NO 2 1959, IS A STANDARD DISK
 PZ0665'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 PZ0665'SURFACE OF THE GROUND.  IT IS ABOUT 18 INCHES LOWER IN ELEVATION
 PZ0665'THAN THE STATION MARK.
 PZ0665'
 PZ0665'THE AZIMUTH MARK, STAMPED BOB 1959, IS A STANDARD DISK
 PZ0665'CEMENTED IN A DRILL HOLE IN BED ROCK.  IT IS 76 FEET WEST
 PZ0665'OF THE WEST POWER POLE OF A PAIR, WHICH ARE NUMBERED 914, AND
 PZ0665'5 FEET SOUTHEAST OF A CAIRN WHICH PROJECTS 4 FEET ABOVE THE
 PZ0665'SURFACE OF THE GROUND.
 PZ0665
 PZ0665                          STATION RECOVERY (1993)
 PZ0665
 PZ0665'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 PZ0665'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY1003 ***********************************************************************
 RY1003  DESIGNATION -  BOEHLS BUTTE LOOKOUT TOWER
 RY1003  PID         -  RY1003
 RY1003  STATE/COUNTY-  ID/CLEARWATER
 RY1003  USGS QUAD   -  BERTHA HILL (1994)
 RY1003
 RY1003                         *CURRENT SURVEY CONTROL
 RY1003  ___________________________________________________________________
 RY1003* NAD 83(1992)-  46 52 05.77279(N)    115 52 28.39346(W)     ADJUSTED  
 RY1003* NAVD 88     -                                                        
 RY1003  ___________________________________________________________________
 RY1003  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 RY1003  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 RY1003
 RY1003  HORZ ORDER  -  THIRD
 RY1003
 RY1003.The horizontal coordinates were established by classical geodetic methods
 RY1003.and adjusted by the National Geodetic Survey in July 1992..
 RY1003
 RY1003
 RY1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1003
 RY1003.The geoid height was determined by GEOID03.
 RY1003
 RY1003;                    North         East     Units Scale Factor Converg.
 RY1003;SPC ID W     -   577,958.137   790,504.317   MT  0.99993444   -0 05 27.2
 RY1003;UTM  11      - 5,191,140.437   585,772.416   MT  0.99969042   +0 49 17.0
 RY1003
 RY1003                          SUPERSEDED SURVEY CONTROL
 RY1003
 RY1003  NAD 83(1986)-  46 52 05.77620(N)    115 52 28.39136(W) AD(       ) 4
 RY1003  NAD 27      -  46 52 06.12000(N)    115 52 24.84300(W) AD(       ) 3
 RY1003
 RY1003.Superseded values are not recommended for survey control.
 RY1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1003.See file dsdata.txt to determine how the superseded data were derived.
 RY1003
 RY1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM8577291140(NAD 83)
 RY1003
 RY1003  HISTORY     - Date     Condition        Report By
 RY1003  HISTORY     - 1959     MONUMENTED       CGS
 RY1003
 RY1003                          STATION DESCRIPTION
 RY1003
 RY1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY1003'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.  THE TOWER
 RY1003'IS ABOUT 14-1/2 MILES EAST AND 6 MILES NORTH OF ELK RIVER,
 RY1003'16-1/2 MILES NORTH AND 3 MILES WEST OF HEADQUARTERS, 3 MILES
 RY1003'NORTH AND 2 MILES EAST OF THE JUNCTION OF THE LITTLE NORTH FORK
 RY1003'AND THE NORTH FORK OF THE CLEARWATER RIVER AND IN SECTION 30,
 RY1003'T 41 N, R 5 E.  THE 14 X 14 FOOT WOOD CAB IS SUPPORTED BY FOUR
 RY1003'WOOD POLES AND IS 50 FEET HIGH.  THIS HEIGHT WAS OBTAINED
 RY1003'FROM THE FOREST SERVICE.  THE TOWER IS OWNED BY THE POTLATCH
 RY1003'TIMBER PROTECTIVE ASSOCIATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0819 ***********************************************************************
 QA0819  DESIGNATION -  BOG
 QA0819  PID         -  QA0819
 QA0819  STATE/COUNTY-  ID/BOISE
 QA0819  USGS QUAD   -  SCOTT CREEK (1972)
 QA0819
 QA0819                         *CURRENT SURVEY CONTROL
 QA0819  ___________________________________________________________________
 QA0819* NAD 83(1992)-  44 07 57.80679(N)    115 42 25.02469(W)     ADJUSTED  
 QA0819* NAVD 88     -      2314.1    (meters)    7592.     (feet)  VERTCON   
 QA0819  ___________________________________________________________________
 QA0819  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 QA0819  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 QA0819
 QA0819  HORZ ORDER  -  THIRD
 QA0819
 QA0819.The horizontal coordinates were established by classical geodetic methods
 QA0819.and adjusted by the National Geodetic Survey in July 1992..
 QA0819
 QA0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0819
 QA0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0819
 QA0819.The geoid height was determined by GEOID03.
 QA0819
 QA0819;                    North         East     Units Scale Factor Converg.
 QA0819;SPC ID W     -   273,938.922   803,444.836   MT  0.99993348   +0 01 47.9
 QA0819;UTM  11      - 4,887,427.199   603,437.930   MT  0.99973159   +0 54 01.7
 QA0819
 QA0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0819!SPC ID W     -   0.99963964  x   0.99993348  =   0.99957314
 QA0819!UTM  11      -   0.99963964  x   0.99973159  =   0.99937132
 QA0819
 QA0819:                Primary Azimuth Mark                     Grid Az
 QA0819:SPC ID W     -  RED MTN LOOKOUT HOUSE                    061 14 06.5
 QA0819:UTM  11      -  RED MTN LOOKOUT HOUSE                    060 21 52.7
 QA0819
 QA0819|---------------------------------------------------------------------|
 QA0819| PID    Reference Object                     Distance      Geod. Az  |
 QA0819|                                                           dddmmss.s |
 QA0819| QA0809 RED MTN LOOKOUT HOUSE               APPROX.27.4 KM 0611554.4 |
 QA0819| CD4306 BOG RM 2                             10.465 METERS 09208     |
 QA0819| QA0806 JACKSON PK LOOKOUT HOUSE            APPROX.24.2 KM 1042627.5 |
 QA0819| CD4970 DEADWOOD RM 1                                      1641051.0 |
 QA0819| QA0820 DEADWOOD LOOKOUT HOUSE              APPROX. 0.8 KM 1641859.9 |
 QA0819| CD4305 BOG RM 1                              9.114 METERS 35931     |
 QA0819|---------------------------------------------------------------------|
 QA0819
 QA0819                          SUPERSEDED SURVEY CONTROL
 QA0819
 QA0819  NAD 83(1986)-  44 07 57.80696(N)    115 42 25.02100(W) AD(       ) 3
 QA0819  NAD 27      -  44 07 58.17791(N)    115 42 21.62192(W) AD(       ) 3
 QA0819  NGVD 29 (07/19/86) 2312.8    (m)         7588.     (f) VERT ANG       
 QA0819
 QA0819.Superseded values are not recommended for survey control.
 QA0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0819.See file dsdata.txt to determine how the superseded data were derived.
 QA0819
 QA0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ0343887427(NAD 83)
 QA0819_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0819
 QA0819  HISTORY     - Date     Condition        Report By
 QA0819  HISTORY     - 1959     MONUMENTED       CGS
 QA0819
 QA0819                          STATION DESCRIPTION
 QA0819
 QA0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0819'THE STATION IS LOCATED, AIRLINE, ABOUT 13-1/2 MILES EAST OF
 QA0819'CROUCH, 11 MILES SOUTH-SOUTHWEST OF DEADWOOD RESERVOIR DAM,
 QA0819'AND 5-1/2 MILES NORTHWEST OF LOWMAN ON A LIGHTLY TIMBERED
 QA0819'RIDGE ON THE EAST SIDE OF THE ROAD TO DEADWOOD LOOKOUT.
 QA0819'
 QA0819'TO REACH THE STATION FROM THE POST OFFICE IN LOWMAN GO NORTH
 QA0819'ON STATE HIGHWAY 21 FOR 0.35 MILE TO A FORK JUST AFTER CROSSING
 QA0819'THE PAYETTE RIVER BRIDGE.  KEEP LEFT ABOUT 100 YARDS TO A SIDE
 QA0819'ROAD ON THE LEFT TO CROUCH AND BANKS.  TURN LEFT AND GO DOWN
 QA0819'THE RIVER 10.0 MILES TO A SIDE ROAD ON THE RIGHT AT BIG PINE
 QA0819'CREEK.  TURN RIGHT AND CLIMB 8.5 MILES TO A SIDE ROAD ON THE
 QA0819'RIGHT TO BOG GUARD STATION.  TURN RIGHT AND GO EAST THEN
 QA0819'SOUTH 2.0 MILES TO THE STATION ON THE LEFT ON THE CREST OF
 QA0819'THE RIDGE.
 QA0819'
 QA0819'THE STATION MARK IS A STANDARD DISK STAMPED BOG 1959 SET IN
 QA0819'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 1 INCH
 QA0819'ABOVE THE GROUND.  IT IS 108.4 FEET EAST OF THE CENTERLINE OF THE
 QA0819'ROAD AND 8.7 FEET EAST OF A WITNESS POST.
 QA0819'
 QA0819'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BOG
 QA0819'NO 1 1959 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 QA0819'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 106.3 FEET EAST
 QA0819'OF THE CENTERLINE OF THE ROAD.
 QA0819'
 QA0819'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BOG
 QA0819'NO 2 1959 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 QA0819'PROJECTING 3 INCHES FROM THE GROUND.  IT IS 142.7 FEET EAST
 QA0819'OF THE ROAD TO THE LOOKOUT AND 59.4 FEET NORTHWEST OF A
 QA0819'TELEPHONE POLE.
 QA0819'
 QA0819'A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK STAMPED DEADWOOD
 QA0819'NO 1 1933 CEMENTED IN A DRILL HOLE IN A 2 BY 4-FOOT BEDROCK
 QA0819'OUTCROP PROJECTING 3 FEET ABOVE THE SLOPE SERVES AS THE
 QA0819'AZIMUTH MARK.  IT IS 2.3 FEET NORTH OF THE NORTH PORCH OF THE
 QA0819'DEADWOOD LOOKOUT HOUSE NEAR THE NORTHWEST CORNER.  TO REACH
 QA0819'THE AZIMUTH MARK FROM THE STATION GO SOUTH 0.5 MILE TO THE
 QA0819'END OF THE ROAD AND THE LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0363 ***********************************************************************
 NW0363  DESIGNATION -  BOGAR
 NW0363  PID         -  NW0363
 NW0363  STATE/COUNTY-  ID/OWYHEE
 NW0363  USGS QUAD   -  ROUGH MOUNTAIN (1992)
 NW0363
 NW0363                         *CURRENT SURVEY CONTROL
 NW0363  ___________________________________________________________________
 NW0363* NAD 83(1992)-  42 45 20.34803(N)    116 22 16.59967(W)     ADJUSTED  
 NW0363* NAVD 88     -      2162.2    (meters)    7094.     (feet)  VERTCON   
 NW0363  ___________________________________________________________________
 NW0363  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 NW0363  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 NW0363
 NW0363  HORZ ORDER  -  SECOND
 NW0363
 NW0363.The horizontal coordinates were established by classical geodetic methods
 NW0363.and adjusted by the National Geodetic Survey in July 1992..
 NW0363
 NW0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0363
 NW0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0363
 NW0363.The geoid height was determined by GEOID03.
 NW0363
 NW0363;                    North         East     Units Scale Factor Converg.
 NW0363;SPC ID W     -   121,140.797   749,143.448   MT  0.99996514   -0 25 18.4
 NW0363;UTM  11      - 4,733,872.610   551,448.800   MT  0.99963256   +0 25 36.6
 NW0363
 NW0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0363!SPC ID W     -   0.99966363  x   0.99996514  =   0.99962878
 NW0363!UTM  11      -   0.99966363  x   0.99963256  =   0.99929631
 NW0363
 NW0363|---------------------------------------------------------------------|
 NW0363| PID    Reference Object                     Distance      Geod. Az  |
 NW0363|                                                           dddmmss.s |
 NW0363| CD4308 BOGAR RM 2                            6.668 METERS 09258     |
 NW0363| CD4307 BOGAR RM 1                            4.415 METERS 22449     |
 NW0363| NW0396 LOUISA                              APPROX.20.2 KM 2463036.2 |
 NW0363|---------------------------------------------------------------------|
 NW0363
 NW0363                          SUPERSEDED SURVEY CONTROL
 NW0363
 NW0363  NAD 83(1986)-  42 45 20.34971(N)    116 22 16.59665(W) AD(       ) 2
 NW0363  NAD 27      -  42 45 20.75414(N)    116 22 13.19111(W) AD(       ) 2
 NW0363  NGVD 29 (07/19/86) 2161.0    (m)         7090.     (f) VERT ANG       
 NW0363
 NW0363.Superseded values are not recommended for survey control.
 NW0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0363.See file dsdata.txt to determine how the superseded data were derived.
 NW0363
 NW0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH5144933873(NAD 83)
 NW0363_MARKER: DS = TRIANGULATION STATION DISK
 NW0363_SETTING: 66 = SET IN ROCK OUTCROP
 NW0363_SP_SET: SET IN BEDROCK
 NW0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0363+STABILITY: POSITION/ELEVATION WELL
 NW0363
 NW0363  HISTORY     - Date     Condition        Report By
 NW0363  HISTORY     - 1964     MONUMENTED       USGS
 NW0363  HISTORY     - 1972     SEE DESCRIPTION  USGS
 NW0363
 NW0363                          STATION DESCRIPTION
 NW0363
 NW0363'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 NW0363'LOCATED ABOUT 22 MI SW. OF GRAND VIEW.  3 MI N. OF THE SUMMIT AT
 NW0363'THE HEAD OF POISON CREEK.  ON THE LARGE MOUNTAIN BETWEEN BIRCH
 NW0363'AND POISON CREEKS.  ON THE HIGHEST ONE OF FOUR TOPS.
 NW0363'
 NW0363'REACHED BY HELICOPTER.  LANDING SITE ABOUT 200 FT S. OF STATION.
 NW0363'
 NW0363'STATION MARK--A STANDARD USGS TABLET STAMPED BOGAR 1964, CEMENTED
 NW0363'IN BEDROCK AT HIGHEST POINT OF TOP.
 NW0363'
 NW0363'RM NO. 1--A STANDARD USGS REFERENCE MARK TABLET CEMENTED IN
 NW0363'PROTRUDING BEDROCK AND IS 6.2 FT BELOW STATION MARK.
 NW0363'
 NW0363'RM NO. 2--A STANDARD USGS REFERENCE MARK TABLET CEMENTED IN
 NW0363'PROTRUDING BEDROCK, 21.88 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5198 ***********************************************************************
 AC5198  CBN         -  This is a Cooperative Base Network Control Station.
 AC5198  PACS        -  This is a Primary Airport Control Station.
 AC5198  DESIGNATION -  BOI B
 AC5198  PID         -  AC5198
 AC5198  STATE/COUNTY-  ID/ADA
 AC5198  USGS QUAD   -  BOISE SOUTH (1976)
 AC5198
 AC5198                         *CURRENT SURVEY CONTROL
 AC5198  ___________________________________________________________________
 AC5198* NAD 83(1999)-  43 33 48.36670(N)    116 13 13.37675(W)     ADJUSTED  
 AC5198* NAVD 88     -       868.84   (meters)    2850.5    (feet)  GPS OBS   
 AC5198  ___________________________________________________________________
 AC5198  X           -  -2,045,497.615 (meters)                     COMP
 AC5198  Y           -  -4,153,269.741 (meters)                     COMP
 AC5198  Z           -   4,373,658.609 (meters)                     COMP
 AC5198  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 AC5198  ELLIP HEIGHT-         852.06  (meters)          (09/01/00) GPS OBS
 AC5198  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 AC5198
 AC5198  HORZ ORDER  -  A
 AC5198  ELLP ORDER  -  THIRD     CLASS I
 AC5198
 AC5198.This mark is at Boise Air Terminal (GOWEN FLD) Airport (BOI)
 AC5198
 AC5198.The horizontal coordinates were established by GPS observations
 AC5198.and adjusted by the National Geodetic Survey in September 2000..
 AC5198.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5198.DATUM ITEM on the data sheet items page.
 AC5198
 AC5198.The orthometric height was determined by GPS observations and a
 AC5198.high-resolution geoid model.
 AC5198
 AC5198.GPS derived orthometric heights for airport stations designated as
 AC5198.PACS or SACS are published to 2 decimal places.  This maintains
 AC5198.centimeter relative accuracy between the PACS and SACS.  It does
 AC5198.not indicate centimeter accuracy relative to other marks which are
 AC5198.part of the NAVD 88 network.
 AC5198
 AC5198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5198
 AC5198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5198
 AC5198.The ellipsoidal height was determined by GPS observations
 AC5198.and is referenced to NAD 83.
 AC5198
 AC5198.The geoid height was determined by GEOID03.
 AC5198
 AC5198;                    North         East     Units Scale Factor Converg.
 AC5198;SPC ID W     -   210,796.460   761,999.395   MT  0.99995109   -0 19 27.0
 AC5198;UTM  11      - 4,823,681.623   562,961.734   MT  0.99964876   +0 32 14.3
 AC5198
 AC5198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5198!SPC ID W     -   0.99986640  x   0.99995109  =   0.99981750
 AC5198!UTM  11      -   0.99986640  x   0.99964876  =   0.99951521
 AC5198
 AC5198                          SUPERSEDED SURVEY CONTROL
 AC5198
 AC5198  NAD 83(1992)-  43 33 48.36592(N)    116 13 13.37470(W) AD(       ) B
 AC5198  ELLIP H (01/22/97)  852.16   (m)                       GP(       ) 4 1
 AC5198
 AC5198.Superseded values are not recommended for survey control.
 AC5198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5198.See file dsdata.txt to determine how the superseded data were derived.
 AC5198
 AC5198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6296223682(NAD 83)
 AC5198_MARKER: I = METAL ROD
 AC5198_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC5198+WITH SETTING: INFORMATION.
 AC5198_STAMPING: BOI B 1996
 AC5198_MARK LOGO: NGS   
 AC5198_PROJECTION: FLUSH
 AC5198_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5198+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2001
 AC5198_ROD/PIPE-DEPTH: 2.4  meters
 AC5198_SLEEVE-DEPTH  : 0.9 meters
 AC5198
 AC5198  HISTORY     - Date     Condition        Report By
 AC5198  HISTORY     - 1996     MONUMENTED       NGS
 AC5198  HISTORY     - 19990616 GOOD             PORTLN
 AC5198  HISTORY     - 20010608 GOOD             NGS
 AC5198
 AC5198                          STATION DESCRIPTION
 AC5198
 AC5198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 AC5198'THE STATION IS 4.0 MI (6.4 KM) SOUTH OF BOISE, AT THE BOISE AIR
 AC5198'TERMINAL/GOWEN FIELD.  OWNERSHIP--CITY OF BOISE--3201 AIRPORT WAY,
 AC5198'BOISE, ID 83705.  AIRPORT MANAGER IS MR. JOHN ANDERSON, PHONE
 AC5198'208-383-3110.  AIRPORT POINT OF CONTACT AT THE TIME OF ESTABLISHMENT
 AC5198'WAS MATT PETAJA, ENGINEER, PHONE 208-383-3110.  NOTE--PERMISSION MUST
 AC5198'BE OBTAINED BEFORE ENTERING THE AIRCRAFT OPERATIONS AREA AND AN ESCORT
 AC5198'IS REQUIRED.  NOTE--TO REACH IS TO THE AIRPORT MAINTENANCE SHOP AND
 AC5198'NOT TO THE TERMINAL AND THE AIRPORT OFFICE.  TO REACH THE STATION FROM
 AC5198'THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 84 AND VISTA AVENUE
 AC5198'ON THE SOUTH SIDE OF BOISE, GO 0.1 MI (0.2 KM) SOUTH ON VISTA AVENUE
 AC5198'TO W AIRPORT WAY.  TURN LEFT, EAST, AND GO 0.8 MI (1.3 KM) TO A TURN
 AC5198'LEFT.  TURN LEFT, EAST, AND GO 0.15 MI (0.24 KM) TO INDUSTRIAL STREET.
 AC5198'TURN RIGHT, SOUTH, AND GO 0.1 MI (0.2 KM) TO A GATE ON THE RIGHT AND
 AC5198'THE AIRPORT MAINTENANCE SHOP (SNOW REMOVAL EQUIPMENT BUILDING).  TURN
 AC5198'RIGHT AND GO THROUGH GATE, CONTINUE STRAIGHT AHEAD ON A SERVICE ROAD,
 AC5198'WEST, FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF TAXIWAYS A AND A1.
 AC5198'CONTINUE WEST ON THE SERVICE ROAD FOR 0.4 MI, (0.6 KM) TURN LEFT,
 AC5198'CROSS TAXIWAY A AND RUNWAY 10L/28R TO THE STATION STRAIGHT AHEAD.  THE
 AC5198'STATION IS APPROXIMATELY 930.0 FT (283.5 M) WEST OF THE EDGE OF
 AC5198'TAXIWAY D, 276.5 FT (84.3 M) SOUTH OF THE EDGE OF RUNWAY 10L/28R,
 AC5198'212.5 FT (64.8 M) NORTH OF THE EDGE OF RUNWAY 10R/28L AND 1.4 FT (0.4
 AC5198'M) NORTH OF A FIBREGLASS WITNESS POST.  STATION IS A STAINLESS STEEL
 AC5198'ROD DRIVEN TO REFUSAL AND IS ANCHORED IN A SUBSURFACE LAYER OF LAVE OR
 AC5198'ROCK.  NOTE--ACCESS TO DATUM POINT IS THROUGH A FIVE-INCH NGS LOGO
 AC5198'CAP.  THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION.  DESCRIBED BY
 AC5198'J.E.D. III.
 AC5198
 AC5198                          STATION RECOVERY (1999)
 AC5198
 AC5198'RECOVERY NOTE BY PORTER LAND SURVEY 1999 (CP)
 AC5198'RECOVERED AS DESCRIBED.
 AC5198
 AC5198                          STATION RECOVERY (2001)
 AC5198
 AC5198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (LJL)
 AC5198'THE STATION IS LOCATED AT THE BOISE AIR TERMINAL (GOWEN FIELD), IN THE
 AC5198'GRASS ISLAND FORMED BY THE PARALLEL RUNWAYS AND CONNECTING TAXIWAYS C
 AC5198'AND D.  OWNERSHIP- CITY OF BOISE, 3201 AIRPORT WAY, BOISE, ID. 83705
 AC5198'GARY L. FRAISE, SECURITY AND OPERATIONS MANAGER, PHONE (208)383-3110.
 AC5198'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AC5198'HIGHWAY 84 AND VISTA AVENUE ON THE SOUTH SIDE OF BOISE, GO 0.45 MI
 AC5198'SOUTHWEST THEN WEST ALONG VISTA AVENUE AND WEST AIRPORT WAY, TO A
 AC5198'PAVED ROAD LEFT, TURN LEFT AND GO 0.15 MI SOUTH ALONG INDUSTRIAL
 AC5198'STREET TO THE AIRPORT MAINTENANCE SECURITY GATE AND SHOP ON THE RIGHT.
 AC5198'PASS THROUGH THE GATE AND TURNING LEFT AND GO 0.15 MI SOUTH ACROSS
 AC5198'MAINTENANCE RAMP TO TAXIWAY A, TURN RIGHT AND GO NORTHWEST 0.4 MI TO
 AC5198'TAXIWAY D ON THE LEFT, TURN LEFT AND GO SOUTHWEST 0.15 MI ALONG
 AC5198'TAXIWAY D TO THE MIDFIELD SERVICE ROAD, TURN RIGHT AND GO NORTHWEST
 AC5198'0.2 MI ALONG THE SERVICE ROAD TO THE STATION ON THE LEFT.
 AC5198'THE STATION IS LOCATED APPROXIMATELY 930 FT WEST OF THE WEST EDGE OF
 AC5198'TAXYWAY D, 353 FT NORTHEAST OF A NUMBER 6 DISTANCE MARKER, 242 NORTH
 AC5198'OF A 10R-28L RUNWAY LIGHT, 30.2 FT SOUTH OF THE SOUTH EDGE OF THE
 AC5198'SERVICE ROAD, 2.0 FT NORTH OF A WITNESS POST AND THE STATION IS ABOUT
 AC5198'LEVEL WITH THE ROAD.  STATION IS A STAINLESS STEEL ROD DRIVEN TO
 AC5198'REFUSAL AND ANCHORED IN A SUBSURFACE ROCK LAYER.  NOTE- THIS STATION
 AC5198'HAS BEEN DESIGNATED AS A PACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ4081 ***********************************************************************
 AJ4081  SACS        -  This is a Secondary Airport Control Station.
 AJ4081  DESIGNATION -  BOI C
 AJ4081  PID         -  AJ4081
 AJ4081  STATE/COUNTY-  ID/ADA
 AJ4081  USGS QUAD   -  BOISE SOUTH (1976)
 AJ4081
 AJ4081                         *CURRENT SURVEY CONTROL
 AJ4081  ___________________________________________________________________
 AJ4081* NAD 83(1999)-  43 33 57.50472(N)    116 13 39.35544(W)     ADJUSTED  
 AJ4081* NAVD 88     -       865.86   (meters)    2840.7    (feet)  GPS OBS   
 AJ4081  ___________________________________________________________________
 AJ4081  X           -  -2,045,933.828 (meters)                     COMP
 AJ4081  Y           -  -4,152,835.758 (meters)                     COMP
 AJ4081  Z           -   4,373,860.919 (meters)                     COMP
 AJ4081  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 AJ4081  ELLIP HEIGHT-         849.06  (meters)          (06/26/01) GPS OBS
 AJ4081  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 AJ4081
 AJ4081  HORZ ORDER  -  FIRST
 AJ4081  ELLP ORDER  -  FOURTH    CLASS I
 AJ4081
 AJ4081.This mark is at Boise Air Terminal (GOWEN FLD) Airport (BOI)
 AJ4081
 AJ4081.The horizontal coordinates were established by GPS observations
 AJ4081.and adjusted by the National Geodetic Survey in June 2001..
 AJ4081.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AJ4081.DATUM ITEM on the data sheet items page.
 AJ4081
 AJ4081.The orthometric height was determined by GPS observations and a
 AJ4081.high-resolution geoid model.
 AJ4081
 AJ4081.GPS derived orthometric heights for airport stations designated as
 AJ4081.PACS or SACS are published to 2 decimal places.  This maintains
 AJ4081.centimeter relative accuracy between the PACS and SACS.  It does
 AJ4081.not indicate centimeter accuracy relative to other marks which are
 AJ4081.part of the NAVD 88 network.
 AJ4081
 AJ4081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4081
 AJ4081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4081
 AJ4081.The ellipsoidal height was determined by GPS observations
 AJ4081.and is referenced to NAD 83.
 AJ4081
 AJ4081.The geoid height was determined by GEOID03.
 AJ4081
 AJ4081;                    North         East     Units Scale Factor Converg.
 AJ4081;SPC ID W     -   211,081.784   761,418.033   MT  0.99995164   -0 19 45.0
 AJ4081;UTM  11      - 4,823,958.091   562,376.326   MT  0.99964786   +0 31 56.5
 AJ4081
 AJ4081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4081!SPC ID W     -   0.99986687  x   0.99995164  =   0.99981852
 AJ4081!UTM  11      -   0.99986687  x   0.99964786  =   0.99951478
 AJ4081
 AJ4081                          SUPERSEDED SURVEY CONTROL
 AJ4081
 AJ4081.No superseded survey control is available for this station.
 AJ4081
 AJ4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6237623958(NAD 83)
 AJ4081_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4081_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ4081_SP_SET: TOP OF CONCRETE VAULT
 AJ4081_STAMPING: BOI C 2001
 AJ4081_MARK LOGO: NGS   
 AJ4081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4081+STABILITY: SURFACE MOTION
 AJ4081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4081+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2001
 AJ4081
 AJ4081  HISTORY     - Date     Condition        Report By
 AJ4081  HISTORY     - 20010608 MONUMENTED       NGS
 AJ4081
 AJ4081                          STATION DESCRIPTION
 AJ4081
 AJ4081'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (LJL)
 AJ4081'THE STATION IS LOCATED AT THE BOISE AIR TERMINAL (GOWEN FIELD), IN THE
 AJ4081'GRASS ISLAND FORMED BY THE PARALLEL RUNWAYS AND CONNECTING TAXIWAYS E
 AJ4081'AND G.  OWNERSHIP- CITY OF BOISE, 3201 AIRPORT WAY, BOISE, ID. 83705
 AJ4081'GARY L. FRAISE, SECURITY AND OPERATIONS MANAGER, PHONE (208)383-3110.
 AJ4081'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AJ4081'HIGHWAY 84 AND VISTA AVENUE ON THE SOUTH SIDE OF BOISE, GO 0.45 MI
 AJ4081'SOUTHWEST THEN WEST ALONG VISTA AVENUE AND WEST AIRPORT WAY, TO A
 AJ4081'PAVED ROAD LEFT, TURN LEFT AND GO 0.15 MI SOUTH ALONG INDUSTRIAL
 AJ4081'STREET TO THE AIRPORT MAINTENANCE SECURITY GATE AND SHOP ON THE RIGHT.
 AJ4081'PASS THROUGH THE GATE AND TURNING LEFT AND GO 0.15 MI SOUTH ACROSS
 AJ4081'MAINTENANCE RAMP TO TAXIWAY A, TURN RIGHT AND GO NORTHWEST 1.2 MI TO
 AJ4081'TAXIWAY E ON THE LEFT, TURN LEFT AND GO SOUTHWEST 0.15 MI ALONG
 AJ4081'TAXIWAY E TO THE MIDFIELD SERVICE ROAD, TURN RIGHT AND GO NORTHWEST
 AJ4081'0.2 MI ALONG THE SERVICE ROAD TO THE STATION ON THE LEFT, SET IN TOP
 AJ4081'OF A 12 BY 14 FT CONCRETE ELECTRICAL VAULT SET FLUSH IN THE GROUND.
 AJ4081'THE STATION IS LOCATED APPROXIMATELY 1000 FT WEST OF THE WEST EDGE OF
 AJ4081'TAXYWAY E, 2270 FT SOUTHWEST OF THE AIR TRAFFIC CONTROL TOWER, 564 FT
 AJ4081'SOUTHEAST OF A YIELD SIGN FOR TAXIWAY G, 269 FT NORTHEAST OF A NUMBER
 AJ4081'4 DISTANCE MARKER, 12.0 FT SOUTH OF THE SOUTH EDGE OF THE SERVICE
 AJ4081'ROAD, 5.8 FT EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE VAULT, 1.7
 AJ4081'FT SOUTH OF THE NORTH EDGE OF THE VAULT.  NOTE- THIS STATION HAS BEEN
 AJ4081'DESIGNATED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ4082 ***********************************************************************
 AJ4082  SACS        -  This is a Secondary Airport Control Station.
 AJ4082  DESIGNATION -  BOI D
 AJ4082  PID         -  AJ4082
 AJ4082  STATE/COUNTY-  ID/ADA
 AJ4082  USGS QUAD   -  BOISE SOUTH (1976)
 AJ4082
 AJ4082                         *CURRENT SURVEY CONTROL
 AJ4082  ___________________________________________________________________
 AJ4082* NAD 83(1999)-  43 34 02.59811(N)    116 14 23.59335(W)     ADJUSTED  
 AJ4082* NAVD 88     -       860.24   (meters)    2822.3    (feet)  GPS OBS   
 AJ4082  ___________________________________________________________________
 AJ4082  X           -  -2,046,774.733 (meters)                     COMP
 AJ4082  Y           -  -4,152,296.017 (meters)                     COMP
 AJ4082  Z           -   4,373,970.945 (meters)                     COMP
 AJ4082  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 AJ4082  ELLIP HEIGHT-         843.42  (meters)          (06/26/01) GPS OBS
 AJ4082  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 AJ4082
 AJ4082  HORZ ORDER  -  FIRST
 AJ4082  ELLP ORDER  -  FOURTH    CLASS I
 AJ4082
 AJ4082.This mark is at Boise Air Terminal (GOWEN FLD) Airport (BOI)
 AJ4082
 AJ4082.The horizontal coordinates were established by GPS observations
 AJ4082.and adjusted by the National Geodetic Survey in June 2001..
 AJ4082.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AJ4082.DATUM ITEM on the data sheet items page.
 AJ4082
 AJ4082.The orthometric height was determined by GPS observations and a
 AJ4082.high-resolution geoid model.
 AJ4082
 AJ4082.GPS derived orthometric heights for airport stations designated as
 AJ4082.PACS or SACS are published to 2 decimal places.  This maintains
 AJ4082.centimeter relative accuracy between the PACS and SACS.  It does
 AJ4082.not indicate centimeter accuracy relative to other marks which are
 AJ4082.part of the NAVD 88 network.
 AJ4082
 AJ4082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4082
 AJ4082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4082
 AJ4082.The ellipsoidal height was determined by GPS observations
 AJ4082.and is referenced to NAD 83.
 AJ4082
 AJ4082.The geoid height was determined by GEOID03.
 AJ4082
 AJ4082;                    North         East     Units Scale Factor Converg.
 AJ4082;SPC ID W     -   211,244.743   760,426.269   MT  0.99995259   -0 20 15.5
 AJ4082;UTM  11      - 4,824,106.075   561,382.527   MT  0.99964634   +0 31 26.0
 AJ4082
 AJ4082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4082!SPC ID W     -   0.99986776  x   0.99995259  =   0.99982035
 AJ4082!UTM  11      -   0.99986776  x   0.99964634  =   0.99951415
 AJ4082
 AJ4082                          SUPERSEDED SURVEY CONTROL
 AJ4082
 AJ4082.No superseded survey control is available for this station.
 AJ4082
 AJ4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6138324106(NAD 83)
 AJ4082_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4082_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ4082_SP_SET: FOOTING OF A RAZED STRUCTURE
 AJ4082_STAMPING: BOI D 2001
 AJ4082_MARK LOGO: NGS   
 AJ4082_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4082+STABILITY: SURFACE MOTION
 AJ4082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4082+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2001
 AJ4082
 AJ4082  HISTORY     - Date     Condition        Report By
 AJ4082  HISTORY     - 20010608 MONUMENTED       NGS
 AJ4082
 AJ4082                          STATION DESCRIPTION
 AJ4082
 AJ4082'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (LJL)
 AJ4082'THE STATION IS LOCATED AT THE BOISE AIR TERMINAL (GOWEN FIELD), ON THE
 AJ4082'WEST SIDE OF THE AIRPORT NEAR THE OLD COMPASS ROSE.  OWNERSHIP- CITY
 AJ4082'OF BOISE, 3201 AIRPORT WAY, BOISE, ID. 83705
 AJ4082'GARY L. FRAISE, SECURITY AND OPERATIONS MANAGER, PHONE (208)383-3110.
 AJ4082'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AJ4082'HIGHWAY 84 AND VISTA AVENUE ON THE SOUTH SIDE OF BOISE, GO 0.45 MI
 AJ4082'SOUTHWEST THEN WEST ALONG VISTA AVENUE AND WEST AIRPORT WAY, TO A
 AJ4082'PAVED ROAD LEFT, TURN LEFT AND GO 0.15 MI SOUTH ALONG INDUSTRIAL
 AJ4082'STREET TO THE AIRPORT MAINTENANCE SECURITY GATE AND SHOP ON THE RIGHT.
 AJ4082'PASS THROUGH THE GATE AND TURNING LEFT AND GO 0.15 MI SOUTH ACROSS
 AJ4082'MAINTENANCE RAMP TO TAXIWAY A, TURN RIGHT AND GO NORTHWEST 0.4 MI TO
 AJ4082'TAXIWAY C ON THE LEFT, TURN LEFT AND GO SOUTHWEST 0.3 MI ALONG
 AJ4082'TAXIWAY C CROSSING BOTH RUNWAYS TO TAXIWAY B, TURN RIGHT AND GO
 AJ4082'NORTHWEST AND THEN WEST 1.5 MILES ON TAXIWAYS B AND F, TO TAXIWAY H ON
 AJ4082'THE RIGHT, TURN RIGHT AND GO NORTHEAST FOR 0.1 TO THE STATION ON THE
 AJ4082'LEFT, SET IN TOP OF THE SOUTHWEST CORNER OF A 5 BY 6 FT CONCRETE
 AJ4082'FOOTING SURROUNDED BY THE CONCRETE ROAD TO THE COMPASS ROSE.
 AJ4082'THE STATION IS LOCATED 231.5 FT SOUTHEAST OF THE GLIDESLOPE SERVING
 AJ4082'RUNWAY 10R, 221 FT WEST OF THE CENTER OF TAXIWAY H, 218.4 FT NORTHEAST
 AJ4082'OF AN ASOS MAST, 98 FT EAST OF THE CENTER OF THE COMPASS ROSE, AND
 AJ4082'FLUSH WITH THE ROAD.  NOTE- THIS STATION HAS BEEN DESIGNATED AS A
 AJ4082'SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH9750 ***********************************************************************
 AH9750  DESIGNATION -  BOIS A
 AH9750  PID         -  AH9750
 AH9750  STATE/COUNTY-  ID/ADA
 AH9750  USGS QUAD   -  EAGLE (1979)
 AH9750
 AH9750                         *CURRENT SURVEY CONTROL
 AH9750  ___________________________________________________________________
 AH9750* NAD 83(1999)-  43 39 15.86444(N)    116 17 00.46525(W)     ADJUSTED  
 AH9750* NAVD 88     -       798.335  (meters)    2619.20   (feet)  ADJUSTED  
 AH9750  ___________________________________________________________________
 AH9750  X           -  -2,046,958.873 (meters)                     COMP
 AH9750  Y           -  -4,144,717.900 (meters)                     COMP
 AH9750  Z           -   4,380,929.180 (meters)                     COMP
 AH9750  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 AH9750  ELLIP HEIGHT-         781.38  (meters)          (12/13/01) GPS OBS
 AH9750  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 AH9750  DYNAMIC HT  -         798.034 (meters)    2618.22  (feet)  COMP
 AH9750  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 AH9750
 AH9750  HORZ ORDER  -  B
 AH9750  VERT ORDER  -  SECOND    CLASS II
 AH9750  ELLP ORDER  -  FIFTH     CLASS I
 AH9750
 AH9750.The horizontal coordinates were established by GPS observations
 AH9750.and adjusted by the National Geodetic Survey in December 2001..
 AH9750.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AH9750.DATUM ITEM on the data sheet items page.
 AH9750
 AH9750.The orthometric height was determined by differential leveling
 AH9750.and adjusted by the National Geodetic Survey in July 2002..
 AH9750.No vertical observational check was made to the station.
 AH9750
 AH9750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9750
 AH9750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9750
 AH9750.The ellipsoidal height was determined by GPS observations
 AH9750.and is referenced to NAD 83.
 AH9750
 AH9750.The geoid height was determined by GEOID03.
 AH9750
 AH9750.The dynamic height is computed by dividing the NAVD 88
 AH9750.geopotential number by the normal gravity value computed on the
 AH9750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9750.degrees latitude (g = 980.6199 gals.).
 AH9750
 AH9750.The modeled gravity was interpolated from observed gravity values.
 AH9750
 AH9750;                    North         East     Units Scale Factor Converg.
 AH9750;SPC ID W     -   220,933.938   756,968.263   MT  0.99995610   -0 22 05.7
 AH9750;UTM  11      - 4,833,739.142   557,780.229   MT  0.99964106   +0 29 40.7
 AH9750
 AH9750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9750!SPC ID W     -   0.99987749  x   0.99995610  =   0.99983359
 AH9750!UTM  11      -   0.99987749  x   0.99964106  =   0.99951859
 AH9750
 AH9750                          SUPERSEDED SURVEY CONTROL
 AH9750
 AH9750  NAVD 88 (12/13/01)  798.34   (m)         2619.2    (f) LEVELING    3  
 AH9750
 AH9750.Superseded values are not recommended for survey control.
 AH9750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9750.See file dsdata.txt to determine how the superseded data were derived.
 AH9750
 AH9750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5778033739(NAD 83)
 AH9750_MARKER: F = FLANGE-ENCASED ROD
 AH9750_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH9750_STAMPING: BOIS A 1999
 AH9750_MARK LOGO: NGS   
 AH9750_PROJECTION: FLUSH
 AH9750_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9750+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 AH9750_ROD/PIPE-DEPTH: 3.9  meters
 AH9750_SLEEVE-DEPTH  : 0.9 meters
 AH9750
 AH9750  HISTORY     - Date     Condition        Report By
 AH9750  HISTORY     - 1999     MONUMENTED       IDTD
 AH9750  HISTORY     - 20010904 GOOD             IDTD
 AH9750  HISTORY     - 20041208 GOOD             COMPDA
 AH9750
 AH9750                          STATION DESCRIPTION
 AH9750
 AH9750'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 AH9750'STATION IS LOCATED IN GARDEN CITY AT THE IDAHO TRANSPORTATION
 AH9750'DEPARTMENT DISTRICT 3 HEADQUATERS.  OWNERSHIP--IDAHO TRANSPORTATION
 AH9750'DEPARTMENT.  REACHED FROM THE CITY HALL IN GARDEN CITY, GO SOUTHWEST
 AH9750'ON 50TH STREET FOR 0.2 KM (0.10 MI) TO ITS JUNCTION WITH CHINDEN BLVD,
 AH9750'TURN RIGHT AND GO NORTHWEST ON CHINDEN BLVD FOR 1.5 KM (0.95 MI) TO A
 AH9750'TRAFFIC LIGHT AND GLENWOOD STREET, CONTINUE NORTHWEST ON CHINDEN BLVD
 AH9750'FOR 0.3 KM (0.20 MI) TO DISTRICT 3 HEADQUATERS ON THE RIGHT.  STOP AT
 AH9750'THE LOCATION SECTION OR CALL DAVE SHORT 208-334-8918 FOR MORE
 AH9750'INFORMATION AND PERMISSION TO DRIVE TO THE STATION.  MARK IS LOCATED
 AH9750'4.6 M (15.1 FT) NORTH IS A 6-FOOT HIGH CYCLONE FENCE, 21.6 M (70.9 FT)
 AH9750'WEST OF A FENCE CORNER, 45.1 M (148.0 FT) EAST OF A PROPERTY FENCE,
 AH9750'44.0 M (144.4 FT) SOUTH-SOUTHWEST OF THE SOUTH LEG OF A TALL STEEL
 AH9750'TOWER AND 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.  MARK IS
 AH9750'A STAINLESS STEEL ROD DRIVEN TO ANCHORED REFUSAL AT 3.9 M (12.8 FT)
 AH9750'WITH A PUNCH HOLE IN THE TOP AND INSIDE A 0.9 M (3.0 FT) FOOD GRADE
 AH9750'GREESE FILLED SLEEVE.  ACCESS TO MARK IS THRU A 5-INCH LOGO CAP.
 AH9750'NOTE--THIS IS A REFERENCE MARK FOR THE BOISE CORS STATION. NOTE--THE
 AH9750'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AH9750
 AH9750                          STATION RECOVERY (2001)
 AH9750
 AH9750'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 AH9750'THE STATION IS LOCATED IN GARDEN CITY AT THE IDAHO TRANSPORTATION
 AH9750'DEPARTMENT DISTRICT 3 HEADQUARTERS AT 8150 CHINDEN BOULEVARD, THE
 AH9750'STATION IS ON PROPERTY OWNED BY THE STATE OF IDAHO, CONTACT NEIL
 AH9750'GUSTAFSON, TELEPHONE 208-334-8336.
 AH9750'
 AH9750'TO REACH THE STATION FROM THE CITY HALL IN GARDEN CITY, GO SOUTHWEST
 AH9750'ON 50TH STREET FOR 0.10 MI TO ITS JUNCTION WITH CHINDEN BOULEVARD,
 AH9750'TURN RIGHT AND GO NORTHWEST ON CHINDEN BOULEVARD FOR 0.95 MI TO A
 AH9750'TRAFFIC LIGHT AND GLENWOOD STREET, CONTINUE NORTHWEST ON CHINDEN
 AH9750'BOULEVARD FOR 0.20 MI TO DISTRICT 3 HEADQUARTERS ON THE RIGHT.
 AH9750'
 AH9750'THE STATION IS LOCATED 148.0 FT EAST OF A PROPERTY FENCE, 144.4 FT
 AH9750'SOUTH-SOUTHWEST OF THE SOUTH LEG OF A STEEL TOWER, 70.9 FT WEST OF A
 AH9750'FENCE CORNER, 15.1 FT NORTH OF A CHAIN-LINK FENCE, AND 3.3 FT SOUTH OF
 AH9750'A FIBERGLASS WITNESS POST.  NOTE--THIS IS A CORS SITE REFERENCE
 AH9750'STATION.
 AH9750
 AH9750                          STATION RECOVERY (2004)
 AH9750
 AH9750'RECOVERY NOTE BY COMPASSDATA INC 2004 (RL)
 AH9750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH9751 ***********************************************************************
 AH9751  DESIGNATION -  BOIS B
 AH9751  PID         -  AH9751
 AH9751  STATE/COUNTY-  ID/ADA
 AH9751  USGS QUAD   -  EAGLE (1979)
 AH9751
 AH9751                         *CURRENT SURVEY CONTROL
 AH9751  ___________________________________________________________________
 AH9751* NAD 83(1999)-  43 38 54.33466(N)    116 16 15.24634(W)     ADJUSTED  
 AH9751* NAVD 88     -       801.288  (meters)    2628.89   (feet)  ADJUSTED  
 AH9751  ___________________________________________________________________
 AH9751  X           -  -2,046,254.174 (meters)                     COMP
 AH9751  Y           -  -4,145,579.813 (meters)                     COMP
 AH9751  Z           -   4,380,450.395 (meters)                     COMP
 AH9751  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 AH9751  ELLIP HEIGHT-         784.35  (meters)          (12/13/01) GPS OBS
 AH9751  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 AH9751  DYNAMIC HT  -         800.984 (meters)    2627.89  (feet)  COMP
 AH9751  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 AH9751
 AH9751  HORZ ORDER  -  B
 AH9751  VERT ORDER  -  SECOND    CLASS II
 AH9751  ELLP ORDER  -  FIFTH     CLASS I
 AH9751
 AH9751.The horizontal coordinates were established by GPS observations
 AH9751.and adjusted by the National Geodetic Survey in December 2001..
 AH9751.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AH9751.DATUM ITEM on the data sheet items page.
 AH9751
 AH9751.The orthometric height was determined by differential leveling
 AH9751.and adjusted by the National Geodetic Survey in July 2002..
 AH9751.No vertical observational check was made to the station.
 AH9751
 AH9751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9751
 AH9751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9751
 AH9751.The ellipsoidal height was determined by GPS observations
 AH9751.and is referenced to NAD 83.
 AH9751
 AH9751.The geoid height was determined by GEOID03.
 AH9751
 AH9751.The dynamic height is computed by dividing the NAVD 88
 AH9751.geopotential number by the normal gravity value computed on the
 AH9751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9751.degrees latitude (g = 980.6199 gals.).
 AH9751
 AH9751.The modeled gravity was interpolated from observed gravity values.
 AH9751
 AH9751;                    North         East     Units Scale Factor Converg.
 AH9751;SPC ID W     -   220,263.079   757,977.311   MT  0.99995505   -0 21 34.4
 AH9751;UTM  11      - 4,833,083.761   558,798.946   MT  0.99964252   +0 30 11.7
 AH9751
 AH9751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9751!SPC ID W     -   0.99987702  x   0.99995505  =   0.99983208
 AH9751!UTM  11      -   0.99987702  x   0.99964252  =   0.99951958
 AH9751
 AH9751                          SUPERSEDED SURVEY CONTROL
 AH9751
 AH9751  NAVD 88 (12/13/01)  801.29   (m)         2628.9    (f) LEVELING    3  
 AH9751
 AH9751.Superseded values are not recommended for survey control.
 AH9751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9751.See file dsdata.txt to determine how the superseded data were derived.
 AH9751
 AH9751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5879933084(NAD 83)
 AH9751_MARKER: F = FLANGE-ENCASED ROD
 AH9751_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH9751_STAMPING: BOIS B 1999
 AH9751_MARK LOGO: NGS   
 AH9751_PROJECTION: FLUSH
 AH9751_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9751+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2001
 AH9751_ROD/PIPE-DEPTH: 4.9  meters
 AH9751_SLEEVE-DEPTH  : 0.9 meters
 AH9751
 AH9751  HISTORY     - Date     Condition        Report By
 AH9751  HISTORY     - 1999     MONUMENTED       IDTD
 AH9751  HISTORY     - 20010904 GOOD             IDTD
 AH9751
 AH9751                          STATION DESCRIPTION
 AH9751
 AH9751'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 AH9751'STATION IS LOCATED IN GARDEN CITY NEAR THE SOUTH END OF THE RACE TRACK
 AH9751'AT THE WESTERN IDAHO FAIRGROUNDS BETWEEN AN ABANDONED CITY STREET AND
 AH9751'A POLE FENCE.  SET NEAR THE CENTER OF 3 STEEL FENCE POSTS.
 AH9751'OWNERSHIP--CITY PROPERTY.  REACHED FROM THE CITY HALL IN GARDEN CITY
 AH9751'GO SOUTHWEST ON 50TH STREET FOR 0.2 KM (0.10 MI) TO ITS JUNCTION WITH
 AH9751'CHINDEN BLVD, TURN RIGHT AND GO NORTHWEST ON CHINDEN BLVD FOR 1.1 KM
 AH9751'(0.70 MI) TO A TRAFFIC LIGHT AND KENT LN.  (FRED MEYERS) ON THE LEFT,
 AH9751'TURN RIGHT AND GO NORTH ON KENT LN.  FOR 0.25 KM (0.15 MI) TO ITS
 AH9751'JUNCTION WITH ALWORTH STREET, TURN RIGHT AND GO EAST ON ALWORTH STREET
 AH9751'FOR 0.32 KM (0.20 MI) TO A SLIGHT CURVE AND THE ABANDONED CITY STREET
 AH9751'GOES STRAIGHT AHEAD AND THE MARK ON THE LEFT.  LOCATED 5.9 M (19.4 FT)
 AH9751'NORTH OF THE APPROXIMATE CENTER OF THE STREET, 3.1 M (10.2 FT) SOUTH
 AH9751'OF A POLE FENCE, 6.2 M (20.3 FT) SOUTHWEST OF A FENCE CORNER, 0.8 M
 AH9751'(2.6 FT) SOUTH OF A FIBERGLASS WITNESS POST AND ABOUT LEVEL WITH THE
 AH9751'STREET.  MARK IS A STAINLESS STEEL ROD DRIVEN TO ANCHORED REFUSAL AT
 AH9751'4.9 M (16.1 FT) WITH A PUNCH HOLE IN THE TOP AND INSIDE A FOOD GRADE
 AH9751'GREESE FILLED SLEEVE.  ACCESS IS THRU A 5-INCH LOGO CAP.  NOTE--THIS
 AH9751'IS A REFERENCE MARK FOR THE BOISE CORS STATION. NOTE--THE SLEEVE DEPTH
 AH9751'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AH9751
 AH9751                          STATION RECOVERY (2001)
 AH9751
 AH9751'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 AH9751'THE STATION IS LOCATED IN GARDEN CITY NEAR THE SOUTH END OF THE RACE
 AH9751'TRACK AT THE WESTERN IDAHO FAIRGROUNDS BETWEEN AND ABANDONED CITY
 AH9751'STREET AND A POLE FENCE.  THE STATION IS ON CITY PROPERTY.
 AH9751'
 AH9751'TO REACH THE STATION FROM CITY HALL IN GARDEN CITY GO SOUTHWEST ON
 AH9751'50TH STREET FOR 0.10 MI TO ITS JUNCTION WITH CHINDEN BOULEVARD, TURN
 AH9751'RIGHT AND GO NORTHWEST ON CHINDEN BOULEVARD FOR 0.70 MI TO A TRAFFIC
 AH9751'LIGHT AND KENT LANE, TURN LEFT AND GO NORTH ON KENT LANE FOR 0.15 MI
 AH9751'TO ITS JUNCTION WITH ALWORTH STREET, TURN RIGHT AND GO EAST ON ALWORTH
 AH9751'STREET FOR 0.20 MI TO A SLIGHT CURVE AND THE ABANDONED CITY STREET
 AH9751'GOES STRAIGHT AHEAD AND MARK ON THE LEFT.
 AH9751'
 AH9751'THE STATION IS LOCATED 20.3 FT SOUTHWEST OF A FENCE CORNER, 19.4 FT
 AH9751'NORTH OF THE CENTER OF THE STREET, 10.2 FT SOUTH OF THE POLE FENCE,
 AH9751'2.6 FT SOUTH OF A FIBERGLASS WITNESS POST, AND NEAR THE CENTER OF 3
 AH9751'STEEL FENCE POSTS.  NOTE--THIS IS A CORS SITE REFERENCE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1236 ***********************************************************************
 OH1236  DESIGNATION -  BOISE
 OH1236  PID         -  OH1236
 OH1236  STATE/COUNTY-  ID/ADA
 OH1236  USGS QUAD   -  BOISE SOUTH (1976)
 OH1236
 OH1236                         *CURRENT SURVEY CONTROL
 OH1236  ___________________________________________________________________
 OH1236* NAD 83(1992)-  43 37 02.73988(N)    116 12 04.09497(W)     ADJUSTED  
 OH1236* NAVD 88     -       848.6    (meters)    2784.     (feet)  VERTCON   
 OH1236  ___________________________________________________________________
 OH1236  LAPLACE CORR-           8.45  (seconds)                    DEFLEC99
 OH1236  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 OH1236
 OH1236  HORZ ORDER  -  FIRST
 OH1236
 OH1236.The horizontal coordinates were established by classical geodetic methods
 OH1236.and adjusted by the National Geodetic Survey in July 1992..
 OH1236
 OH1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1236
 OH1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1236
 OH1236.The geoid height was determined by GEOID03.
 OH1236
 OH1236;                    North         East     Units Scale Factor Converg.
 OH1236;SPC ID W     -   216,786.254   763,586.696   MT  0.99994964   -0 18 40.4
 OH1236;UTM  11      - 4,829,692.810   564,458.306   MT  0.99965110   +0 33 04.0
 OH1236
 OH1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1236!SPC ID W     -   0.99986957  x   0.99994964  =   0.99981921
 OH1236!UTM  11      -   0.99986957  x   0.99965110  =   0.99952071
 OH1236
 OH1236:                Primary Azimuth Mark                     Grid Az
 OH1236:SPC ID W     -  ST JOHNS CH SPIRE                        024 30 22.2
 OH1236:UTM  11      -  ST JOHNS CH SPIRE                        023 38 37.8
 OH1236
 OH1236|---------------------------------------------------------------------|
 OH1236| PID    Reference Object                     Distance      Geod. Az  |
 OH1236|                                                           dddmmss.s |
 OH1236| CD5524 ST JOHNS CH SPIRE                                  0241141.8 |
 OH1236| OH1230 BOISE STATE CAPITOL DOME            123.929 METERS 07216     |
 OH1236| CD4309 BOISE RM 1                            1.176 METERS 11428     |
 OH1236| CD4310 BOISE RM 2                           42.169 METERS 19150     |
 OH1236| OH1233 BOISE U PAC DEPOT CLOCK TOWER       APPROX. 2.0 KM 2124604.8 |
 OH1236| CD5509 SPIRE 1ST ME CHURCH                                3333610.3 |
 OH1236|---------------------------------------------------------------------|
 OH1236
 OH1236                          SUPERSEDED SURVEY CONTROL
 OH1236
 OH1236  NAD 83(1986)-  43 37 02.74033(N)    116 12 04.09239(W) AD(       ) 1
 OH1236  NAD 27      -  43 37 03.13942(N)    116 12 00.66788(W) AD(       ) 1
 OH1236  NGVD 29 (07/19/86)  847.7    (m)         2781.     (f) VERT ANG       
 OH1236
 OH1236.Superseded values are not recommended for survey control.
 OH1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1236.See file dsdata.txt to determine how the superseded data were derived.
 OH1236
 OH1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6445829693(NAD 83)
 OH1236
 OH1236  HISTORY     - Date     Condition        Report By
 OH1236  HISTORY     - 1933     MONUMENTED       CGS
 OH1236  HISTORY     - 1951     SEE DESCRIPTION  CGS
 OH1236  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 OH1236  HISTORY     - 1979     GOOD             NGS
 OH1236
 OH1236                          STATION DESCRIPTION
 OH1236
 OH1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CP)
 OH1236'STATION IS IN THE CENTER OF THE U.S. WEATHER BUREAU OBSERVATORY
 OH1236'PLATFORM, ON TOP OF THE POST OFFICE AT BOISE.  STATION MARK
 OH1236'IS SET IN THE TOP OF A CONCRETE POST THAT IS COVERED WITH
 OH1236'COPPER.
 OH1236'
 OH1236'REFERENCE MARK NO. 1 IS SET IN THE CONCRETE WALL OF THE PLATFORM.
 OH1236'
 OH1236'REFERENCE MARK NO. 2 IS SET IN A TRIANGULAR POST OF CONCRETE
 OH1236'COVERED WITH COPPER, WHICH IS A GENERAL LAND OFFICE
 OH1236'INSTRUMENT-TESTING STATION.
 OH1236'
 OH1236'THE CLOCK TOWER IS ABOUT 1/2 MILE SOUTHWEST AND IS ON THE
 OH1236'UNION PACIFIC RAILROAD DEPOT, A GOOD AZIMUTH MARK.
 OH1236
 OH1236                          STATION RECOVERY (1951)
 OH1236
 OH1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (GBG)
 OH1236'DESCRIPTION ADEQUATE.
 OH1236
 OH1236                          STATION RECOVERY (1976)
 OH1236
 OH1236'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 OH1236'RECOVERED BY JOHN J. PEEBLES. P.E.
 OH1236'
 OH1236'BOISE 1933-GOOD - BRONZE DISK HAS BEE PAINTED OVER WITH DARK
 OH1236'GREEN PAINT.  STAIRWAY LEADING TO TOP OF PLATFORM HAS BEEN
 OH1236'COVERED WITH A STEEL PLATE.
 OH1236'
 OH1236'BOISE 1933 NO 1-EXCELLENT.
 OH1236'
 OH1236'BOISE 1933 NO 2-EXCELLENT.
 OH1236'
 OH1236'DESCRIPTION SHOULD BE CHANGED TO READ--STATION AND REFERENCE
 OH1236'MARKS ARE STANDARD DISKS ON ROOF OF FEDERAL BUILDING AT 8TH
 OH1236'AND BANNOCK IN BOISE.  STATION MARK AND REFERENCE MARK NO. 1
 OH1236'ARE ON TOP OF OLD OBSERVATION PLATFORM.  STATION MARK IS SET
 OH1236'IN TOP OF A LOW CONCRETE POST.
 OH1236'
 OH1236'REFERENCE MARK NO. 1 IS SET IN TOP OF CONCRETE CURB AROUND
 OH1236'OBSERVATION PLATFORM.
 OH1236'
 OH1236'REFERENCE MARK NO. 2 IS SET IN A LOW TRIANGULAR POST OF CONCRETE.
 OH1236
 OH1236                          STATION RECOVERY (1979)
 OH1236
 OH1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1236'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND
 OH1236'IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK 2 CHECKED.
 OH1236'A DIFFERENCE OF 0.107 METER LONGER WAS NOTED IN THE DISTANCE
 OH1236'TO REFERENCE MARK 2.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.
 OH1236'THE DIRECTION TO REFERENCE MARK 1 WAS NOT OBSERVED DUE TO THE
 OH1236'PROXIMITY AND SCAFFOLDING OF THE STAND.  A COMPLETE DESCRIPTION
 OH1236'FOLLOWS.
 OH1236'
 OH1236'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 10,
 OH1236'T. 3 N., R. 2 E.  AND IS ON THE ROOF OF THE FEDERAL BUILDING
 OH1236'AT NORTH EIGHTH AND WEST JEFFERSON STREETS IN BOISE.
 OH1236'PERMISSION FOR THE STATION WAS OBTAINED FROM MR. MIKE
 OH1236'MCCLINTOCK, POST OFFICE BUILDING MANAGER, TELEPHONE 384-1241.
 OH1236'
 OH1236'THE STATION IS A STANDARD CGS DISK
 OH1236'STAMPED---BOISE 1933---,
 OH1236'CEMENT FILLED LINCOLN HAT BONDED TO THE ROOF.
 OH1236'IT IS LOCATED
 OH1236'IN THE CENTER OF THE ROOF OF THE ELEVATOR SHAFT.
 OH1236'
 OH1236'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH1236'STAMPED---BOISE NO 1 1933---, SET IN A DRILL HOLE IN THE
 OH1236'THE LEDGE OF THE EAST WALL OF THE ELEVATOR SHAFT.
 OH1236'MARK IS LEVEL WITH STATION.
 OH1236'
 OH1236'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OH1236'STAMPED---BOISE NO 2 1933---,
 OH1236'AND BONDED TO A TRIANGULAR CONCRETE PAD. IT IS LOCATED
 OH1236'14.1 FEET NORTHEAST FROM THE SOUTHEAST BUILDING CORNER AND
 OH1236'41.4 FEET SOUTH-SOUTHEAST FROM THE NORTHEAST BUILDING CORNER.
 OH1236'MARK IS BELOW STATION 2 METERS.
 OH1236'
 OH1236'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF THE PROXIMITY
 OH1236'OF THE LEDGE AND CROSSING A CHASM OF THE ELE SHAPE OF THE
 OH1236'BUILDING.
 OH1236'
 OH1236'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0051 ***********************************************************************
 OH0051  DESIGNATION -  BOISE CITY
 OH0051  PID         -  OH0051
 OH0051  STATE/COUNTY-  ID/ADA
 OH0051  USGS QUAD   -  BOISE SOUTH (1976)
 OH0051
 OH0051                         *CURRENT SURVEY CONTROL
 OH0051  ___________________________________________________________________
 OH0051* NAD 83(1986)-  43 37 01.     (N)    116 12 08.     (W)     SCALED    
 OH0051* NAVD 88     -       825.011  (meters)    2706.72   (feet)  ADJUSTED  
 OH0051  ___________________________________________________________________
 OH0051  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 OH0051  DYNAMIC HT  -         824.686 (meters)    2705.66  (feet)  COMP
 OH0051  MODELED GRAV-     980,199.1   (mgal)                       NAVD 88
 OH0051
 OH0051  VERT ORDER  -  FIRST     CLASS II
 OH0051
 OH0051.The horizontal coordinates were scaled from a topographic map and have
 OH0051.an estimated accuracy of +/- 6 seconds.
 OH0051
 OH0051.The orthometric height was determined by differential leveling
 OH0051.and adjusted by the National Geodetic Survey in January 1993..
 OH0051.WARNING-Repeat measurements at this control monument indicate possible
 OH0051.vertical movement.
 OH0051
 OH0051.The geoid height was determined by GEOID03.
 OH0051
 OH0051.The dynamic height is computed by dividing the NAVD 88
 OH0051.geopotential number by the normal gravity value computed on the
 OH0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0051.degrees latitude (g = 980.6199 gals.).
 OH0051
 OH0051.The modeled gravity was interpolated from observed gravity values.
 OH0051
 OH0051;                    North         East    Units  Estimated Accuracy
 OH0051;SPC ID W     -   216,730.      763,500.      MT  (+/- 180 meters Scaled)
 OH0051
 OH0051                          SUPERSEDED SURVEY CONTROL
 OH0051
 OH0051  NAVD 88 (06/15/91)  825.011  (m)         2706.72   (f) UNKNOWN     1 2
 OH0051  NGVD 29 (??/??/92)  824.067  (m)         2703.63   (f) ADJ UNCH    1 2
 OH0051
 OH0051.Superseded values are not recommended for survey control.
 OH0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0051.See file dsdata.txt to determine how the superseded data were derived.
 OH0051
 OH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ643296(NAD 83)
 OH0051_MARKER: DB = BENCH MARK DISK
 OH0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0051_SP_SET: CONCRETE POST
 OH0051_STAMPING: BOISE CITY 1934
 OH0051_MARK LOGO: CGS   
 OH0051_PROJECTION: PROJECTING 16 CENTIMETERS
 OH0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0051+STABILITY: SURFACE MOTION
 OH0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH0051+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 OH0051
 OH0051  HISTORY     - Date     Condition        Report By
 OH0051  HISTORY     - 1934     MONUMENTED       CGS
 OH0051  HISTORY     - 1935     GOOD             NGS
 OH0051  HISTORY     - 1982     GOOD             NGS
 OH0051  HISTORY     - 1982     GOOD             NGS
 OH0051  HISTORY     - 1983     GOOD             NGS
 OH0051  HISTORY     - 19900918 GOOD             NGS
 OH0051  HISTORY     - 19920729 GOOD             NGS
 OH0051  HISTORY     - 20020827 GOOD             USPSQD
 OH0051  HISTORY     - 20050609 GOOD             ID0160
 OH0051
 OH0051                          STATION DESCRIPTION
 OH0051
 OH0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0051'IN BOISE.
 OH0051'AT BOISE, ADA COUNTY, AT THE INTERSECTION OF EIGHTH AND BANNOCK
 OH0051'STREETS, IN THE SOUTHWEST CORNER OF THE POST OFFICE LAWN, 16.4 FEET
 OH0051'SOUTH OF THE ENTRANCE STEPS TO THE BUILDING, AND 2.8 FEET WEST OF THE
 OH0051'EXTENDED BUILDING LINE.  A STANDARD DISK, STAMPED BOISE CITY 1934 AND
 OH0051'SET IN THE TOP OF A CONCRETE POST.
 OH0051
 OH0051                          STATION RECOVERY (1982)
 OH0051
 OH0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OH0051'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT BOISE, AT
 OH0051'THE INTERSECTION OF EIGHTH AND BANNOCK STREETS, IN THE SOUTHWEST
 OH0051'CORNER OF THE POST OFFICE LAWN, 16.9 METERS NORTHWEST OF A FLAGPOLE,
 OH0051'10.5 METERS SOUTHEAST OF THE EAST EDGE OF NORTH 8TH STREET, 10.2
 OH0051'METERS NORTHEAST OF NORTH EDGE OF WEST BANNOCK STREET, 7.7 METERS
 OH0051'SOUTHWEST OF SIDE ENTRANCE TO THE POST OFFICE, AND 1.4 METERS WEST OF
 OH0051'A 50-CENTIMETER TREE.
 OH0051
 OH0051                          STATION RECOVERY (1982)
 OH0051
 OH0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OH0051'THE MARK IS 16.9 METERS NORTHEAST OF A FLAGPOLE, 10.5 METERS
 OH0051'SOUTHEAST OF THE EAST-EDGE OF N 8 TH ST., 10.2 METERS NORTHEAST OF
 OH0051'THE NORTH EDGE OF W BANNOCK ST., 2.7 METERS SOUTHWEST OF THE SIDE
 OH0051'ENTRANCE TO THE POST OFFICE AND 1.4 METERS WEST OF A 50 CENTIMETER
 OH0051'TREE.
 OH0051
 OH0051                          STATION RECOVERY (1983)
 OH0051
 OH0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0051'THE MARK IS 1.0 M ABOVE THE INTERSECTION.
 OH0051'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BOISE, AT
 OH0051'THE INTERSECTION OF EIGHTH AND BANNOCK STREETS, IN THE SOUTHWEST
 OH0051'CORNER OF THE POST OFFICE LAWN.  LAWN AREA IS BRICKED IN AROUND THE
 OH0051'MARK.  11.8 METERS (39 FT) NORTHEAST OF THE NORTHEAST CURB OF BANNOCK
 OH0051'STREET, 11.8 METERS (39 FT) SOUTHEAST OF THE SOUTHEAST CURB OF EIGHTH
 OH0051'STREET, 6.4 METERS (21 FT) WEST OF THE WEST CORNER OF THE POST OFFICE.
 OH0051
 OH0051                          STATION RECOVERY (1990)
 OH0051
 OH0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 OH0051'OTHER ALIASES INCLUDE NN 335, DOD 0452-4 AND IGB 15636. STATION IS IN
 OH0051'DOWNTOWN BOISE, IDAHO, AT THE US POST OFFICE AT THE EAST CORNER OF
 OH0051'WEST BANNOCK STREET AND NORTH EIGHTH STREET.  STATION IS ABOUT 180 M
 OH0051'(590.5 FT) WSW OF STATE CAPITOL DOME.  TO ACCESS FROM EXIT 53 OF
 OH0051'INTERSTATE 84/US 30, GO NORTH ON VISTA AVENUE FOR 2.2 MI (3.5 KM) .
 OH0051'CONTINUE NE ON CAPITOL BOULEVARD (= 7TH STREET = US 20/US 26) FOR 1.3
 OH0051'MI (2.1 KM) TO CAPITOL AT INTERSECTION WITH NW JEFFERSON STREET.  POST
 OH0051'OFFICE IS NEXT BUILDING TO WEST, LEFT.  STATION IS ON PATIO AT WEST
 OH0051'CORNER OF POST OFFICE (BORDA STATION, ZIP 83701) , 10.5 M (34.4 FT) SE
 OH0051'OF SE EDGE OF N 8TH STREET, 10.2 M (33.5 FT) NE OF NE EDGE OF W
 OH0051'BANNOCK STREET, 16.9 M (55.4 FT) NW OF FLAGPOLE, 7.7 M (25.3 FT) SW OF
 OH0051'NW SIDE ENTRANCE AND 1.4 M (4.6 FT) WEST OF 50 CM TREE.  DISK IS SET
 OH0051'IN TOP OF A CONCRETE POST, WHICH PROJECTS 0.16 M (0.52 FT) ABOVE PATIO
 OH0051'LEVEL.  SOME GRAVITY METERS WILL NOT FIT ON POST AND MAY BE SET ON
 OH0051'PATIO ON NW SIDE OF POST.  ELEVATION GIVEN IS FOR BENCHMARK DISK.
 OH0051
 OH0051                          STATION RECOVERY (1992)
 OH0051
 OH0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH0051'IN BOISE, AT THE INTERSECTION OF 8TH AND BANNOCK STREETS, 11.8 M
 OH0051'(38.7 FT) NORTHEAST OF THE NORTHEAST CURB OF BANNOCK STREET, 11.8 M
 OH0051'(38.7 FT) SOUTHEAST OF THE SOUTHEAST CURB OF 8TH STREET, 6.4 M
 OH0051'(21.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING (OLD POST
 OH0051'OFFICE), 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREETS, AND THE
 OH0051'MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
 OH0051
 OH0051                          STATION RECOVERY (2002)
 OH0051
 OH0051'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH0051'RECOVERED IN GOOD CONDITION.
 OH0051
 OH0051                          STATION RECOVERY (2005)
 OH0051
 OH0051'RECOVERY NOTE BY CITY OF BOISE IDAHO 2005 (GJW)
 OH0051'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1274 ***********************************************************************
 OH1274  DESIGNATION -  BOISE FAA MARKER MAST
 OH1274  PID         -  OH1274
 OH1274  STATE/COUNTY-  ID/ADA
 OH1274  USGS QUAD   -  CLOVERDALE (1979)
 OH1274
 OH1274                         *CURRENT SURVEY CONTROL
 OH1274  ___________________________________________________________________
 OH1274* NAD 83(1992)-  43 35 48.84464(N)    116 18 54.72326(W)     ADJUSTED  
 OH1274* NAVD 88     -                                                        
 OH1274  ___________________________________________________________________
 OH1274  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 OH1274  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 OH1274
 OH1274  HORZ ORDER  -  THIRD
 OH1274
 OH1274.The horizontal coordinates were established by classical geodetic methods
 OH1274.and adjusted by the National Geodetic Survey in July 1992..
 OH1274
 OH1274
 OH1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1274
 OH1274.The geoid height was determined by GEOID03.
 OH1274
 OH1274;                    North         East     Units Scale Factor Converg.
 OH1274;SPC ID W     -   214,562.148   754,364.604   MT  0.99995894   -0 23 23.1
 OH1274;UTM  11      - 4,827,330.924   555,273.571   MT  0.99963758   +0 28 20.0
 OH1274
 OH1274                          SUPERSEDED SURVEY CONTROL
 OH1274
 OH1274  NAD 83(1986)-  43 35 48.84515(N)    116 18 54.72133(W) AD(       ) 4
 OH1274  NAD 27      -  43 35 49.24720(N)    116 18 51.28943(W) AD(       ) 3
 OH1274
 OH1274.Superseded values are not recommended for survey control.
 OH1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1274.See file dsdata.txt to determine how the superseded data were derived.
 OH1274
 OH1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5527427331(NAD 83)
 OH1274_MARKER: 55 = TOWER
 OH1274_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OH1274
 OH1274  HISTORY     - Date     Condition        Report By
 OH1274  HISTORY     - 1979     FIRST OBSERVED   NGS
 OH1274
 OH1274                          STATION DESCRIPTION
 OH1274
 OH1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1274'THE STATION IS THE LIGHT TOP, NOT CENTER OF THE BOISE FEDERAL
 OH1274'AERONAUTICS ADMINISTRATION OUTER MARKER MAST.  ITIS A RED AND
 OH1274'WHITE, SKELETON STEEL TRUSS WORK TOWER, 34 METERS IN HEIGHT.
 OH1274'
 OH1274'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF BOISE ALONG THE
 OH1274'SOUTH SIDE OF I80N. IT IS 91 METERS WEST OF FIVE MILE ROAD
 OH1274'43 METERS WEST OF A HOUSE, 27 METERS SOUTH OF THE EAST BOUND LANE
 OH1274'OF I80N, 34 METERS SOUTHWEST OF MILE POST NUMBER 48, OWNED BY THE
 OH1274'U S GOVERNMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1242 ***********************************************************************
 OH1242  DESIGNATION -  BOISE FIRST METH CH SPIRE
 OH1242  PID         -  OH1242
 OH1242  STATE/COUNTY-  ID/ADA
 OH1242  USGS QUAD   -  BOISE SOUTH (1976)
 OH1242
 OH1242                         *CURRENT SURVEY CONTROL
 OH1242  ___________________________________________________________________
 OH1242* NAD 83(1992)-  43 37 21.24357(N)    116 12 08.72811(W)     ADJUSTED  
 OH1242* NAVD 88     -                                                        
 OH1242  ___________________________________________________________________
 OH1242  LAPLACE CORR-           8.66  (seconds)                    DEFLEC99
 OH1242  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 OH1242
 OH1242  HORZ ORDER  -  THIRD
 OH1242
 OH1242.The horizontal coordinates were established by classical geodetic methods
 OH1242.and adjusted by the National Geodetic Survey in July 1992..
 OH1242
 OH1242
 OH1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1242
 OH1242.The geoid height was determined by GEOID03.
 OH1242
 OH1242;                    North         East     Units Scale Factor Converg.
 OH1242;SPC ID W     -   217,357.851   763,485.929   MT  0.99994973   -0 18 43.7
 OH1242;UTM  11      - 4,830,262.656   564,348.980   MT  0.99965093   +0 33 01.0
 OH1242
 OH1242                          SUPERSEDED SURVEY CONTROL
 OH1242
 OH1242  NAD 83(1986)-  43 37 21.24369(N)    116 12 08.72712(W) AD(       ) 4
 OH1242  NAD 27      -  43 37 21.64254(N)    116 12 05.30249(W) AD(       ) 3
 OH1242
 OH1242.Superseded values are not recommended for survey control.
 OH1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1242.See file dsdata.txt to determine how the superseded data were derived.
 OH1242
 OH1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6434930263(NAD 83)
 OH1242_MARKER: 89 = SPIRE
 OH1242_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH1242+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 OH1242
 OH1242  HISTORY     - Date     Condition        Report By
 OH1242  HISTORY     - 1979     FIRST OBSERVED   NGS
 OH1242  HISTORY     - 20020827 GOOD             USPSQD
 OH1242
 OH1242                          STATION DESCRIPTION
 OH1242
 OH1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1242'THE STATION, IS THE BASE OF THE CROSS AT THE TOP CENTER OF
 OH1242'OF THE BOISE FIRST UNITED METHODIST CHURCH.
 OH1242'IT IS A BROWN SPIRE, 60 METERS IN HEIGHT.
 OH1242'
 OH1242'THE STATION IS LOCATED IN NORTH CENTRAL BOISE, 79
 OH1242'METERS NORTH OF
 OH1242'WEST FRANKLIN STREET, 45 METERS SOUTH OF WEST HAYES STREET
 OH1242'30 METERS WEST OF NORTH ELEVENTH STREET, OWNED BY THE FIRST
 OH1242'METHODIST CHURCH.
 OH1242
 OH1242                          STATION RECOVERY (2002)
 OH1242
 OH1242'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1226 ***********************************************************************
 OH1226  DESIGNATION -  BOISE GOWEN FIELD CONTROL TWR
 OH1226  PID         -  OH1226
 OH1226  STATE/COUNTY-  ID/ADA
 OH1226  USGS QUAD   -  BOISE SOUTH (1976)
 OH1226
 OH1226                         *CURRENT SURVEY CONTROL
 OH1226  ___________________________________________________________________
 OH1226* NAD 83(1992)-  43 34 06.06399(N)    116 13 17.55835(W)     ADJUSTED  
 OH1226* NAVD 88     -                                                        
 OH1226  ___________________________________________________________________
 OH1226  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 OH1226  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 OH1226
 OH1226  HORZ ORDER  -  THIRD
 OH1226
 OH1226.The horizontal coordinates were established by classical geodetic methods
 OH1226.and adjusted by the National Geodetic Survey in July 1992..
 OH1226
 OH1226
 OH1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1226
 OH1226.The geoid height was determined by GEOID03.
 OH1226
 OH1226;                    North         East     Units Scale Factor Converg.
 OH1226;SPC ID W     -   211,343.132   761,908.654   MT  0.99995117   -0 19 30.0
 OH1226;UTM  11      - 4,824,226.705   562,862.815   MT  0.99964861   +0 32 11.6
 OH1226
 OH1226                          SUPERSEDED SURVEY CONTROL
 OH1226
 OH1226  NAD 83(1986)-  43 34 06.06348(N)    116 13 17.55708(W) AD(       ) 4
 OH1226  NAD 27      -  43 34 06.47073(N)    116 13 14.13425(W) AD(       ) 3
 OH1226
 OH1226.Superseded values are not recommended for survey control.
 OH1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1226.See file dsdata.txt to determine how the superseded data were derived.
 OH1226
 OH1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6286324227(NAD 83)
 OH1226
 OH1226  HISTORY     - Date     Condition        Report By
 OH1226  HISTORY     - 1959     MONUMENTED       CGS
 OH1226  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OH1226  HISTORY     - 1976     GOOD             LOCENG
 OH1226
 OH1226                          STATION DESCRIPTION
 OH1226
 OH1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1226'THE CENTER OF THE TOP OF THE CONTROL TOWER LOCATED ON THE
 OH1226'SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING AT GOWEN
 OH1226'FIELD, THE MUNICIPAL AIRPORT, ABOUT 4 MILES SOUTH OF THE
 OH1226'CITY OF BOISE.  IT IS A GLASS ENCLOSED ROOM ABOUT 20-FEET
 OH1226'SQUARE OF CREAM COLORED CONCRETE WITH A FLAT ROOF HAVING A
 OH1226'BEACON IN THE CENTER AND IS ABOUT 65 FEET HIGH OVERALL.
 OH1226
 OH1226                          STATION RECOVERY (1965)
 OH1226
 OH1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 OH1226'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 OH1226
 OH1226                          STATION RECOVERY (1976)
 OH1226
 OH1226'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH1226'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW CONTROL TOWER,
 OH1226'ABOUT 450 FEET NE OF AND ABOUT 20 FEET HIGHER THAN OLD TOWER WAS
 OH1226'COMPLETED IN 1975.
 OH1226'
 OH1226'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.6 MILES (AIRLINE)
 OH1226'SSW OF STATE CAPITOL BLDG. IN BOISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1272 ***********************************************************************
 OH1272  DESIGNATION -  BOISE KBRJ RADIO MAST
 OH1272  PID         -  OH1272
 OH1272  STATE/COUNTY-  ID/ADA
 OH1272  USGS QUAD   -  CLOVERDALE (1979)
 OH1272
 OH1272                         *CURRENT SURVEY CONTROL
 OH1272  ___________________________________________________________________
 OH1272* NAD 83(1992)-  43 37 13.81250(N)    116 18 00.17948(W)     ADJUSTED  
 OH1272* NAVD 88     -                                                        
 OH1272  ___________________________________________________________________
 OH1272  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 OH1272  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 OH1272
 OH1272  HORZ ORDER  -  THIRD
 OH1272
 OH1272.The horizontal coordinates were established by classical geodetic methods
 OH1272.and adjusted by the National Geodetic Survey in July 1992..
 OH1272
 OH1272
 OH1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1272
 OH1272.The geoid height was determined by GEOID03.
 OH1272
 OH1272;                    North         East     Units Scale Factor Converg.
 OH1272;SPC ID W     -   217,176.080   755,605.293   MT  0.99995757   -0 22 46.1
 OH1272;UTM  11      - 4,829,962.388   556,474.403   MT  0.99963923   +0 28 58.4
 OH1272
 OH1272                          SUPERSEDED SURVEY CONTROL
 OH1272
 OH1272  NAD 83(1986)-  43 37 13.81290(N)    116 18 00.17754(W) AD(       ) 4
 OH1272  NAD 27      -  43 37 14.21563(N)    116 17 56.73884(W) AD(       ) 3
 OH1272
 OH1272.Superseded values are not recommended for survey control.
 OH1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1272.See file dsdata.txt to determine how the superseded data were derived.
 OH1272
 OH1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5647429962(NAD 83)
 OH1272_MARKER: 42 = RADIO/TV MAST
 OH1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1272
 OH1272  HISTORY     - Date     Condition        Report By
 OH1272  HISTORY     - 1979     FIRST OBSERVED   NGS
 OH1272
 OH1272                          STATION DESCRIPTION
 OH1272
 OH1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1272'THE STATION, IS THE RED LIGHT TOP CENTER OF KBRJ RADIO MAST.
 OH1272'IT IS A RED AND WHITE GUYED MAST, 62 METERS IN HEIGHT
 OH1272'OWNED BY RADIO STATION KBJR INC.
 OH1272'
 OH1272'THE STATION IS LOCATED AT THE INTERSECTION OF
 OH1272'HALSTEAD DRIVE AND
 OH1272'FAIRVIEW AVENUE IN BOISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1251 ***********************************************************************
 OH1251  DESIGNATION -  BOISE KGEM RADIO MAST
 OH1251  PID         -  OH1251
 OH1251  STATE/COUNTY-  ID/ADA
 OH1251  USGS QUAD   -  BOISE SOUTH (1976)
 OH1251
 OH1251                         *CURRENT SURVEY CONTROL
 OH1251  ___________________________________________________________________
 OH1251* NAD 83(1992)-  43 35 46.28837(N)    116 15 03.37850(W)     ADJUSTED  
 OH1251* NAVD 88     -                                                        
 OH1251  ___________________________________________________________________
 OH1251  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 OH1251  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 OH1251
 OH1251  HORZ ORDER  -  THIRD
 OH1251
 OH1251.The horizontal coordinates were established by classical geodetic methods
 OH1251.and adjusted by the National Geodetic Survey in July 1992..
 OH1251
 OH1251
 OH1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1251
 OH1251.The geoid height was determined by GEOID03.
 OH1251
 OH1251;                    North         East     Units Scale Factor Converg.
 OH1251;SPC ID W     -   214,449.971   759,552.806   MT  0.99995345   -0 20 43.6
 OH1251;UTM  11      - 4,827,296.821   560,461.240   MT  0.99964496   +0 30 59.6
 OH1251
 OH1251                          SUPERSEDED SURVEY CONTROL
 OH1251
 OH1251  NAD 83(1986)-  43 35 46.28911(N)    116 15 03.37668(W) AD(       ) 4
 OH1251  NAD 27      -  43 35 46.68605(N)    116 14 59.94751(W) AD(       ) 3
 OH1251
 OH1251.Superseded values are not recommended for survey control.
 OH1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1251.See file dsdata.txt to determine how the superseded data were derived.
 OH1251
 OH1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6046127297(NAD 83)
 OH1251_MARKER: 42 = RADIO/TV MAST
 OH1251_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1251
 OH1251  HISTORY     - Date     Condition        Report By
 OH1251  HISTORY     - 1979     FIRST OBSERVED   NGS
 OH1251
 OH1251                          STATION DESCRIPTION
 OH1251
 OH1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1251'THE STATION, IS THE LIGHT TOP CENTER OF THE GEM STATE BROADCASTING
 OH1251'CORPORATION MAST.  IT IS A SKELETON STEEL, GUYED MAST,
 OH1251'59 METERS IN HEIGHT AND PAINTED RED AND WHITE.
 OH1251'
 OH1251'THE STATION IS LOCATED IN THE SOUTHWEST PART OF BOISE, 0.2 MILES
 OH1251'EAST OF CURTIS ROAD 107 METERS WEST OF SCOTT STREET, 76 METERS
 OH1251'SOUTH OF CASSIA STREET, AT THE PROLONGED CENTER OF EAGLESON DRIVE,
 OH1251'OWNED BY THE GEM STATE BROADCASTING CORPORATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1270 ***********************************************************************
 OH1270  DESIGNATION -  BOISE KYME RADIO MAST
 OH1270  PID         -  OH1270
 OH1270  STATE/COUNTY-  ID/ADA
 OH1270  USGS QUAD   -  CLOVERDALE (1979)
 OH1270
 OH1270                         *CURRENT SURVEY CONTROL
 OH1270  ___________________________________________________________________
 OH1270* NAD 83(1992)-  43 36 54.82251(N)    116 17 07.53403(W)     ADJUSTED  
 OH1270* NAVD 88     -                                                        
 OH1270  ___________________________________________________________________
 OH1270  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 OH1270  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 OH1270
 OH1270  HORZ ORDER  -  THIRD
 OH1270
 OH1270.The horizontal coordinates were established by classical geodetic methods
 OH1270.and adjusted by the National Geodetic Survey in July 1992..
 OH1270
 OH1270
 OH1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1270
 OH1270.The geoid height was determined by GEOID03.
 OH1270
 OH1270;                    North         East     Units Scale Factor Converg.
 OH1270;SPC ID W     -   216,582.327   756,781.804   MT  0.99995630   -0 22 09.7
 OH1270;UTM  11      - 4,829,386.591   557,659.341   MT  0.99964089   +0 29 34.6
 OH1270
 OH1270                          SUPERSEDED SURVEY CONTROL
 OH1270
 OH1270  NAD 83(1986)-  43 36 54.82290(N)    116 17 07.53219(W) AD(       ) 4
 OH1270  NAD 27      -  43 36 55.22628(N)    116 17 04.09562(W) AD(       ) 3
 OH1270
 OH1270.Superseded values are not recommended for survey control.
 OH1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1270.See file dsdata.txt to determine how the superseded data were derived.
 OH1270
 OH1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5765929387(NAD 83)
 OH1270_MARKER: 42 = RADIO/TV MAST
 OH1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1270
 OH1270  HISTORY     - Date     Condition        Report By
 OH1270  HISTORY     - 1979     FIRST OBSERVED   NGS
 OH1270
 OH1270                          STATION DESCRIPTION
 OH1270
 OH1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1270'THE STATION, IS THE LIGHT TOP CENTER OF THE KYME RADIO MAST.
 OH1270'IT IS A RED AND WHITE GUYED MAST 85 METERS IN HEIGHT.
 OH1270'
 OH1270'THE STATION IS LOCATED IN WEST BOISE, 0.6 MILES
 OH1270'WEST OF CORE,
 OH1270'0.6 MILE NORTH OF THE UNION PACIFIC RAILROAD TRACKS, 0.3 MILE
 OH1270'SOUTH OF FAIRVEIW AVENUE, AT THE END OF A GRAVEL ROAD, 30
 OH1270'METERS NORTH OF BREEZE DRIVE, OWNED BY KYME BROADCASTERS INC.
 OH1270'WHICH IS OWNED BY MR. THOMAS E. HOTCHKISS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1221 ***********************************************************************
 OH1221  DESIGNATION -  BOISE LUCKY PK USAF MAST
 OH1221  PID         -  OH1221
 OH1221  STATE/COUNTY-  ID/ADA
 OH1221  USGS QUAD   -  LUCKY PEAK (1972)
 OH1221
 OH1221                         *CURRENT SURVEY CONTROL
 OH1221  ___________________________________________________________________
 OH1221* NAD 83(1992)-  43 36 19.17722(N)    116 03 40.39111(W)     ADJUSTED  
 OH1221* NAVD 88     -                                                        
 OH1221  ___________________________________________________________________
 OH1221  LAPLACE CORR-           7.11  (seconds)                    DEFLEC99
 OH1221  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 OH1221
 OH1221  HORZ ORDER  -  THIRD
 OH1221
 OH1221.The horizontal coordinates were established by classical geodetic methods
 OH1221.and adjusted by the National Geodetic Survey in July 1992..
 OH1221
 OH1221
 OH1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1221
 OH1221.The geoid height was determined by GEOID03.
 OH1221
 OH1221;                    North         East     Units Scale Factor Converg.
 OH1221;SPC ID W     -   215,390.064   774,875.046   MT  0.99994110   -0 12 52.7
 OH1221;UTM  11      - 4,828,466.997   575,763.170   MT  0.99967060   +0 38 51.0
 OH1221
 OH1221                          SUPERSEDED SURVEY CONTROL
 OH1221
 OH1221  NAD 83(1986)-  43 36 19.17739(N)    116 03 40.38726(W) AD(       ) 4
 OH1221  NAD 27      -  43 36 19.56878(N)    116 03 36.98106(W) AD(       ) 3
 OH1221
 OH1221.Superseded values are not recommended for survey control.
 OH1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1221.See file dsdata.txt to determine how the superseded data were derived.
 OH1221
 OH1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7576328467(NAD 83)
 OH1221_MARKER: 42 = RADIO/TV MAST
 OH1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1221
 OH1221  HISTORY     - Date     Condition        Report By
 OH1221  HISTORY     - 1979     FIRST OBSERVED   NGS
 OH1221
 OH1221                          STATION DESCRIPTION
 OH1221
 OH1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1221'THE STATION, THE TOP CENTER OF A U S AIR FORCE MAST. IT IS A GREY
 OH1221'MAST 15 METERS IN HEIGHT.
 OH1221'
 OH1221'THE STATION IS LOCATED AT THE SUMMET OF LUCKY PEAK,
 OH1221'7 1/2 MILES
 OH1221'NORTHWEST OF ARROW ROCK DAM, 7 MILES EAST OF BOISE, 5 MILES NORTH
 OH1221'OF LUCKY PEAK DAM, ON PROPERTY OWNED BY THE U S GOVERNMENT.
 OH1221'
 OH1221'TO REACH THE STATION FROM THE NORTHEAST END OF LUCKY PEAK DAA
 OH1221'DAM, GO NORTH ON STATE HIGHWAY 21 FOR 2
 OH1221'2.45 MILES TO HIGHLAND VALLEY ROAD.  TURN SHARP LEFT
 OH1221'AND GO WESTERLY FOR 0.3 MILES TO A CATTLE GUARD.  CONTINUE
 OH1221'AHEAD ON THE DIRT ROAD FOR 1.1 MILES TO A SIDE ROAD RIGHT.
 OH1221'TURN RIGHT PASSING UNDER A HIGHLINE AND GO NORTHERLY FOR
 OH1221'1.25 MILES TO A CATTLE GUARD.  CONTINUE AHEAD FOR 1.25 MILES TO A
 OH1221'WIRE GATE.  PASS THRU THE GATE CONTINUING NORTHERLY FOR 1.4
 OH1221'E
 OH1221'MILES TO A CATTLE GUARD.  CONTINUE AHEAD FOR 0.5 MILE TO A
 OH1221'FORK IN THE TIMBER.  TAKE LEFT FORK FOR 0.1 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0094 ***********************************************************************
 OH0094  DESIGNATION -  BOISE OVERLAND 105+65.8
 OH0094  PID         -  OH0094
 OH0094  STATE/COUNTY-  ID/ADA
 OH0094  USGS QUAD   -  CLOVERDALE (1979)
 OH0094
 OH0094                         *CURRENT SURVEY CONTROL
 OH0094  ___________________________________________________________________
 OH0094* NAD 83(1986)-  43 35 26.     (N)    116 21 16.     (W)     SCALED    
 OH0094* NAVD 88     -       810.575  (meters)    2659.36   (feet)  ADJUSTED  
 OH0094  ___________________________________________________________________
 OH0094  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 OH0094  DYNAMIC HT  -         810.276 (meters)    2658.38  (feet)  COMP
 OH0094  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 OH0094
 OH0094  VERT ORDER  -  SECOND    CLASS 0
 OH0094
 OH0094.The horizontal coordinates were scaled from a topographic map and have
 OH0094.an estimated accuracy of +/- 6 seconds.
 OH0094
 OH0094.The orthometric height was determined by differential leveling
 OH0094.and adjusted by the National Geodetic Survey in June 1991..
 OH0094
 OH0094.The geoid height was determined by GEOID03.
 OH0094
 OH0094.The dynamic height is computed by dividing the NAVD 88
 OH0094.geopotential number by the normal gravity value computed on the
 OH0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0094.degrees latitude (g = 980.6199 gals.).
 OH0094
 OH0094.The modeled gravity was interpolated from observed gravity values.
 OH0094
 OH0094;                    North         East    Units  Estimated Accuracy
 OH0094;SPC ID W     -   213,880.      751,190.      MT  (+/- 180 meters Scaled)
 OH0094
 OH0094                          SUPERSEDED SURVEY CONTROL
 OH0094
 OH0094  NGVD 29 (??/??/92)  809.626  (m)         2656.25   (f) ADJ UNCH    2 0
 OH0094
 OH0094.Superseded values are not recommended for survey control.
 OH0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0094.See file dsdata.txt to determine how the superseded data were derived.
 OH0094
 OH0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ521266(NAD 83)
 OH0094_MARKER: DD = SURVEY DISK
 OH0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0094_STAMPING: 105 + 65.8 25
 OH0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0094+STABILITY: SURFACE MOTION
 OH0094
 OH0094  HISTORY     - Date     Condition        Report By
 OH0094  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0094  HISTORY     - 1959     GOOD             NGS
 OH0094
 OH0094                          STATION DESCRIPTION
 OH0094
 OH0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0094'7.9 MI SW FROM BOISE.
 OH0094'0.85 MILE SOUTH ALONG VISTA AVE. FROM THE RAILROAD STATION AT BOISE TO
 OH0094'OVERLAND ROAD, THENCE 7.05 MILES WEST ON OVERLAND ROAD, 35.0 FEET
 OH0094'NORTHWEST OF THE INTERSECTION OF OVERLAND ROAD AND FISK ROAD, 3.0 FEET
 OH0094'NORTH OF POWER POLE NO. 16-32, SET IN A SQUARE CONCRETE POST
 OH0094'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0096 ***********************************************************************
 OH0096  DESIGNATION -  BOISE OVERLAND 159+07.6
 OH0096  PID         -  OH0096
 OH0096  STATE/COUNTY-  ID/ADA
 OH0096  USGS QUAD   -  CLOVERDALE (1979)
 OH0096
 OH0096                         *CURRENT SURVEY CONTROL
 OH0096  ___________________________________________________________________
 OH0096* NAD 83(1986)-  43 35 26.     (N)    116 20 04.     (W)     SCALED    
 OH0096* NAVD 88     -       814.294  (meters)    2671.56   (feet)  ADJUSTED  
 OH0096  ___________________________________________________________________
 OH0096  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 OH0096  DYNAMIC HT  -         813.991 (meters)    2670.57  (feet)  COMP
 OH0096  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 OH0096
 OH0096  VERT ORDER  -  SECOND    CLASS 0
 OH0096
 OH0096.The horizontal coordinates were scaled from a topographic map and have
 OH0096.an estimated accuracy of +/- 6 seconds.
 OH0096
 OH0096.The orthometric height was determined by differential leveling
 OH0096.and adjusted by the National Geodetic Survey in June 1991..
 OH0096
 OH0096.The geoid height was determined by GEOID03.
 OH0096
 OH0096.The dynamic height is computed by dividing the NAVD 88
 OH0096.geopotential number by the normal gravity value computed on the
 OH0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0096.degrees latitude (g = 980.6199 gals.).
 OH0096
 OH0096.The modeled gravity was interpolated from observed gravity values.
 OH0096
 OH0096;                    North         East    Units  Estimated Accuracy
 OH0096;SPC ID W     -   213,870.      752,810.      MT  (+/- 180 meters Scaled)
 OH0096
 OH0096                          SUPERSEDED SURVEY CONTROL
 OH0096
 OH0096  NGVD 29 (??/??/92)  813.343  (m)         2668.44   (f) ADJ UNCH    2 0
 OH0096
 OH0096.Superseded values are not recommended for survey control.
 OH0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0096.See file dsdata.txt to determine how the superseded data were derived.
 OH0096
 OH0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ537266(NAD 83)
 OH0096_MARKER: DD = SURVEY DISK
 OH0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0096_STAMPING: 159 + 07.6 25
 OH0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0096+STABILITY: SURFACE MOTION
 OH0096
 OH0096  HISTORY     - Date     Condition        Report By
 OH0096  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0096  HISTORY     - 1959     GOOD             NGS
 OH0096
 OH0096                          STATION DESCRIPTION
 OH0096
 OH0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0096'6.9 MI SW FROM BOISE.
 OH0096'0.85 MILE SOUTH ALONG VISTA AVE. FROM THE RAILROAD DEPOT AT BOISE,
 OH0096'THENCE 6.05 MILE WEST ON OVERLAND ROAD, 37.0 FEET NORTHEAST OF THE
 OH0096'INTERSECTION OF OVERLAND ROAD AND SOUTH CLOVERDALE DRIVE, 3.0 FEET
 OH0096'NORTHEAST OF A TELEPHONE POLE, SET IN A SQUARE CONCRETE POST
 OH0096'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0103 ***********************************************************************
 OH0103  DESIGNATION -  BOISE OVERLAND 212+33.8
 OH0103  PID         -  OH0103
 OH0103  STATE/COUNTY-  ID/ADA
 OH0103  USGS QUAD   -  CLOVERDALE (1979)
 OH0103
 OH0103                         *CURRENT SURVEY CONTROL
 OH0103  ___________________________________________________________________
 OH0103* NAD 83(1986)-  43 35 26.     (N)    116 18 50.     (W)     SCALED    
 OH0103* NAVD 88     -       823.222  (meters)    2700.85   (feet)  ADJUSTED  
 OH0103  ___________________________________________________________________
 OH0103  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 OH0103  DYNAMIC HT  -         822.913 (meters)    2699.84  (feet)  COMP
 OH0103  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 OH0103
 OH0103  VERT ORDER  -  SECOND    CLASS 0
 OH0103
 OH0103.The horizontal coordinates were scaled from a topographic map and have
 OH0103.an estimated accuracy of +/- 6 seconds.
 OH0103
 OH0103.The orthometric height was determined by differential leveling
 OH0103.and adjusted by the National Geodetic Survey in June 1991..
 OH0103
 OH0103.The geoid height was determined by GEOID03.
 OH0103
 OH0103.The dynamic height is computed by dividing the NAVD 88
 OH0103.geopotential number by the normal gravity value computed on the
 OH0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0103.degrees latitude (g = 980.6199 gals.).
 OH0103
 OH0103.The modeled gravity was interpolated from observed gravity values.
 OH0103
 OH0103;                    North         East    Units  Estimated Accuracy
 OH0103;SPC ID W     -   213,860.      754,470.      MT  (+/- 180 meters Scaled)
 OH0103
 OH0103                          SUPERSEDED SURVEY CONTROL
 OH0103
 OH0103  NGVD 29 (??/??/92)  822.269  (m)         2697.73   (f) ADJ UNCH    2 0
 OH0103
 OH0103.Superseded values are not recommended for survey control.
 OH0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0103.See file dsdata.txt to determine how the superseded data were derived.
 OH0103
 OH0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ553266(NAD 83)
 OH0103_MARKER: DD = SURVEY DISK
 OH0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0103_STAMPING: 212 + 33.8 25 BM 2697.33
 OH0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0103+STABILITY: SURFACE MOTION
 OH0103
 OH0103  HISTORY     - Date     Condition        Report By
 OH0103  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0103  HISTORY     - 1959     GOOD             NGS
 OH0103
 OH0103                          STATION DESCRIPTION
 OH0103
 OH0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0103'5.9 MI SW FROM BOISE.
 OH0103'0.85 MILE SOUTH ALONG VISTA AVE. FROM THE RAILROAD DEPOT AT BOISE,
 OH0103'THENCE 5.05 MILES WEST ON OVERLAND ROAD, 88.0 FEET SOUTHWEST OF THE
 OH0103'CORNER OF THE 5 MILE GROCERY, 24.0 FEET NORTH OF THE CENTERLINE OF THE
 OH0103'ROAD, 3.0 FEET EAST OF A FENCE CORNER, SET IN A SQUARE CONCRETE POST
 OH0103'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0104 ***********************************************************************
 OH0104  DESIGNATION -  BOISE OVERLAND 265+66.4
 OH0104  PID         -  OH0104
 OH0104  STATE/COUNTY-  ID/ADA
 OH0104  USGS QUAD   -  CLOVERDALE (1979)
 OH0104
 OH0104                         *CURRENT SURVEY CONTROL
 OH0104  ___________________________________________________________________
 OH0104* NAD 83(1986)-  43 35 25.     (N)    116 17 39.     (W)     SCALED    
 OH0104* NAVD 88     -       833.803  (meters)    2735.57   (feet)  ADJUSTED  
 OH0104  ___________________________________________________________________
 OH0104  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 OH0104  DYNAMIC HT  -         833.487 (meters)    2734.53  (feet)  COMP
 OH0104  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 OH0104
 OH0104  VERT ORDER  -  SECOND    CLASS 0
 OH0104
 OH0104.The horizontal coordinates were scaled from a topographic map and have
 OH0104.an estimated accuracy of +/- 6 seconds.
 OH0104
 OH0104.The orthometric height was determined by differential leveling
 OH0104.and adjusted by the National Geodetic Survey in June 1991..
 OH0104
 OH0104.The geoid height was determined by GEOID03.
 OH0104
 OH0104.The dynamic height is computed by dividing the NAVD 88
 OH0104.geopotential number by the normal gravity value computed on the
 OH0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0104.degrees latitude (g = 980.6199 gals.).
 OH0104
 OH0104.The modeled gravity was interpolated from observed gravity values.
 OH0104
 OH0104;                    North         East    Units  Estimated Accuracy
 OH0104;SPC ID W     -   213,820.      756,060.      MT  (+/- 180 meters Scaled)
 OH0104
 OH0104                          SUPERSEDED SURVEY CONTROL
 OH0104
 OH0104  NGVD 29 (??/??/92)  832.846  (m)         2732.43   (f) ADJ UNCH    2 0
 OH0104
 OH0104.Superseded values are not recommended for survey control.
 OH0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0104.See file dsdata.txt to determine how the superseded data were derived.
 OH0104
 OH0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ569266(NAD 83)
 OH0104_MARKER: DD = SURVEY DISK
 OH0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0104_STAMPING: 265 + 66.4
 OH0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0104+STABILITY: SURFACE MOTION
 OH0104
 OH0104  HISTORY     - Date     Condition        Report By
 OH0104  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0104  HISTORY     - 1959     GOOD             NGS
 OH0104  HISTORY     - 20020827 MARK NOT FOUND   USPSQD
 OH0104
 OH0104                          STATION DESCRIPTION
 OH0104
 OH0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0104'4.9 MI SW FROM BOISE.
 OH0104'0.85 MILE SOUTH ALONG VISTA AVE. FROM THE RAILROAD DEPOT AT BOISE,
 OH0104'THENCE 4.05 MILES WEST ON OVERLAND ROAD, 35.0 FEET NORTHWEST OF THE
 OH0104'INTERSECTION OF OVERLAND ROAD AND MAPLE GROVE ROAD, 3.0 FEET NORTHWEST
 OH0104'OF TELEPHONE POLE NO. 98, SET IN A SQUARE CONCRETE POST PROJECTING 10
 OH0104'INCHES.
 OH0104
 OH0104                          STATION RECOVERY (2002)
 OH0104
 OH0104'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH0104'OVERLAND ROAD IS NOW FIVE LANES WIDE AND MAPLE GROVE ROAD IS NOW 6
 OH0104'LANES WIDE.  ROAD CONSTRUCTION HAS PROBABLY DESTROYED THIS MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0115 ***********************************************************************
 OH0115  DESIGNATION -  BOISE OVERLAND 317+83.1
 OH0115  PID         -  OH0115
 OH0115  STATE/COUNTY-  ID/ADA
 OH0115  USGS QUAD   -  CLOVERDALE (1979)
 OH0115
 OH0115                         *CURRENT SURVEY CONTROL
 OH0115  ___________________________________________________________________
 OH0115* NAD 83(1986)-  43 35 26.     (N)    116 16 27.     (W)     SCALED    
 OH0115* NAVD 88     -       839.465  (meters)    2754.14   (feet)  ADJUSTED  
 OH0115  ___________________________________________________________________
 OH0115  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 OH0115  DYNAMIC HT  -         839.145 (meters)    2753.09  (feet)  COMP
 OH0115  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 OH0115
 OH0115  VERT ORDER  -  SECOND    CLASS 0
 OH0115
 OH0115.The horizontal coordinates were scaled from a topographic map and have
 OH0115.an estimated accuracy of +/- 6 seconds.
 OH0115
 OH0115.The orthometric height was determined by differential leveling
 OH0115.and adjusted by the National Geodetic Survey in June 1991..
 OH0115
 OH0115.The geoid height was determined by GEOID03.
 OH0115
 OH0115.The dynamic height is computed by dividing the NAVD 88
 OH0115.geopotential number by the normal gravity value computed on the
 OH0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0115.degrees latitude (g = 980.6199 gals.).
 OH0115
 OH0115.The modeled gravity was interpolated from observed gravity values.
 OH0115
 OH0115;                    North         East    Units  Estimated Accuracy
 OH0115;SPC ID W     -   213,840.      757,670.      MT  (+/- 180 meters Scaled)
 OH0115
 OH0115                          SUPERSEDED SURVEY CONTROL
 OH0115
 OH0115  NGVD 29 (??/??/92)  838.507  (m)         2751.00   (f) ADJ UNCH    2 0
 OH0115
 OH0115.Superseded values are not recommended for survey control.
 OH0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0115.See file dsdata.txt to determine how the superseded data were derived.
 OH0115
 OH0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ585266(NAD 83)
 OH0115_MARKER: DD = SURVEY DISK
 OH0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0115_STAMPING: 317+83.1 BM 2750.47
 OH0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0115+STABILITY: SURFACE MOTION
 OH0115
 OH0115  HISTORY     - Date     Condition        Report By
 OH0115  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0115  HISTORY     - 1959     GOOD             NGS
 OH0115  HISTORY     - 20020827 MARK NOT FOUND   USPSQD
 OH0115
 OH0115                          STATION DESCRIPTION
 OH0115
 OH0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0115'3.9 MI SW FROM BOISE.
 OH0115'0.85 MILE SOUTH ALONG VISTA AVE. FROM THE RAILROAD DEPOT AT BOISE,
 OH0115'THENCE 3.05 MILES WEST ON OVERLAND ROAD, 68.0 FEET WEST OF THE
 OH0115'INTERSECTION OF COLE ROAD AND OVERLAND ROAD, 25.0 FEET NORTH OF THE
 OH0115'CENTERLINE OF OVERLAND ROAD, 6.0 FEET NORTHEAST OF TELEPHONE POLE NO.
 OH0115'67, SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES.
 OH0115
 OH0115                          STATION RECOVERY (2002)
 OH0115
 OH0115'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH0115'MAJOR ROAD MODIFICATIONS AT THIS INTERSECTION HAVE PROBABLY DESTROYED
 OH0115'THIS MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0119 ***********************************************************************
 OH0119  DESIGNATION -  BOISE OVERLAND 372+88.1
 OH0119  PID         -  OH0119
 OH0119  STATE/COUNTY-  ID/ADA
 OH0119  USGS QUAD   -  CLOVERDALE (1979)
 OH0119
 OH0119                         *CURRENT SURVEY CONTROL
 OH0119  ___________________________________________________________________
 OH0119* NAD 83(1986)-  43 35 23.     (N)    116 15 12.     (W)     SCALED    
 OH0119* NAVD 88     -       847.258  (meters)    2779.71   (feet)  ADJUSTED  
 OH0119  ___________________________________________________________________
 OH0119  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 OH0119  DYNAMIC HT  -         846.932 (meters)    2778.64  (feet)  COMP
 OH0119  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 OH0119
 OH0119  VERT ORDER  -  SECOND    CLASS 0
 OH0119
 OH0119.The horizontal coordinates were scaled from a topographic map and have
 OH0119.an estimated accuracy of +/- 6 seconds.
 OH0119
 OH0119.The orthometric height was determined by differential leveling
 OH0119.and adjusted by the National Geodetic Survey in June 1991..
 OH0119
 OH0119.The geoid height was determined by GEOID03.
 OH0119
 OH0119.The dynamic height is computed by dividing the NAVD 88
 OH0119.geopotential number by the normal gravity value computed on the
 OH0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0119.degrees latitude (g = 980.6199 gals.).
 OH0119
 OH0119.The modeled gravity was interpolated from observed gravity values.
 OH0119
 OH0119;                    North         East    Units  Estimated Accuracy
 OH0119;SPC ID W     -   213,730.      759,360.      MT  (+/- 180 meters Scaled)
 OH0119
 OH0119                          SUPERSEDED SURVEY CONTROL
 OH0119
 OH0119  NGVD 29 (??/??/92)  846.298  (m)         2776.56   (f) ADJ UNCH    2 0
 OH0119
 OH0119.Superseded values are not recommended for survey control.
 OH0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0119.See file dsdata.txt to determine how the superseded data were derived.
 OH0119
 OH0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ602265(NAD 83)
 OH0119_MARKER: DD = SURVEY DISK
 OH0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0119_STAMPING: 372+88.1 BM 2776.05
 OH0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0119+STABILITY: SURFACE MOTION
 OH0119
 OH0119  HISTORY     - Date     Condition        Report By
 OH0119  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0119  HISTORY     - 1959     GOOD             NGS
 OH0119  HISTORY     - 20020827 MARK NOT FOUND   USPSQD
 OH0119
 OH0119                          STATION DESCRIPTION
 OH0119
 OH0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0119'2.9 MI SW FROM BOISE.
 OH0119'0.85 MILE SOUTH ALONG VISTA AVE, FROM THE RAILROAD DEPOT AT BOISE,
 OH0119'THENCE 2.05 MILES WEST ON OVERLAND ROAD, 29.0 FEET SOUTHEAST OF THE
 OH0119'INTERSECTION OF OVERLAND ROAD AND CURTIS ROAD, 9.0 FEET WEST OF POWER
 OH0119'POLE NO. 488, SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 OH0119
 OH0119                          STATION RECOVERY (2002)
 OH0119
 OH0119'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH0119'POWER POLE NO LONGER EXISTS.  ROAD MODIFICATIONS AND A NEW CONVENIENCE
 OH0119'STORE HAVE PROBABLY DESTROYED THIS MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1230 ***********************************************************************
 OH1230  DESIGNATION -  BOISE STATE CAPITOL DOME
 OH1230  PID         -  OH1230
 OH1230  STATE/COUNTY-  ID/ADA
 OH1230  USGS QUAD   -  BOISE SOUTH (1976)
 OH1230
 OH1230                         *CURRENT SURVEY CONTROL
 OH1230  ___________________________________________________________________
 OH1230* NAD 83(1992)-  43 37 03.96291(N)    116 11 58.83049(W)     ADJUSTED  
 OH1230* NAVD 88     -                                                        
 OH1230  ___________________________________________________________________
 OH1230  LAPLACE CORR-           8.57  (seconds)                    DEFLEC99
 OH1230  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 OH1230
 OH1230  HORZ ORDER  -  THIRD
 OH1230
 OH1230.The horizontal coordinates were established by classical geodetic methods
 OH1230.and adjusted by the National Geodetic Survey in July 1992..
 OH1230
 OH1230
 OH1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1230
 OH1230.The geoid height was determined by GEOID03.
 OH1230
 OH1230;                    North         East     Units Scale Factor Converg.
 OH1230;SPC ID W     -   216,823.357   763,704.934   MT  0.99994953   -0 18 36.8
 OH1230;UTM  11      - 4,829,731.677   564,575.937   MT  0.99965129   +0 33 07.6
 OH1230
 OH1230                          SUPERSEDED SURVEY CONTROL
 OH1230
 OH1230  NAD 83(1986)-  43 37 03.96305(N)    116 11 58.82950(W) AD(       ) 4
 OH1230  NAD 27      -  43 37 04.35882(N)    116 11 55.40901(W) AD(       ) 3
 OH1230
 OH1230.Superseded values are not recommended for survey control.
 OH1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1230.See file dsdata.txt to determine how the superseded data were derived.
 OH1230
 OH1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6457629732(NAD 83)
 OH1230_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH1230+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 OH1230
 OH1230  HISTORY     - Date     Condition        Report By
 OH1230  HISTORY     - 1959     MONUMENTED       CGS
 OH1230  HISTORY     - 1962     SEE DESCRIPTION  CGS
 OH1230  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OH1230  HISTORY     - 1976     GOOD             LOCENG
 OH1230  HISTORY     - 1977     GOOD             NGS
 OH1230  HISTORY     - 1979     GOOD             NGS
 OH1230  HISTORY     - 20020827 GOOD             USPSQD
 OH1230
 OH1230                          STATION DESCRIPTION
 OH1230
 OH1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OH1230'THE APEX OF THE STATE CAPITOL, A LIGHTED FIXTURE WAS INTERSECTED.
 OH1230'THE CAPITOL DOME IS TOPPED BY THE FIGURE OF AN EAGLE, PROBABLY
 OH1230'CAST IN BRONZE.
 OH1230
 OH1230                          STATION RECOVERY (1962)
 OH1230
 OH1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MJU)
 OH1230'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN IDAHO
 OH1230'VOL. 11.  PAGE 452.
 OH1230
 OH1230                          STATION RECOVERY (1965)
 OH1230
 OH1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 OH1230'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 OH1230
 OH1230                          STATION RECOVERY (1976)
 OH1230
 OH1230'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH1230'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OH1230'
 OH1230'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BOISE.
 OH1230
 OH1230                          STATION RECOVERY (1977)
 OH1230
 OH1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JWB)
 OH1230'STATION RECOVERED AS DESCRIBED.
 OH1230
 OH1230                          STATION RECOVERY (1979)
 OH1230
 OH1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1230'THE STATION WAS RECOVERED IN GOOD CONDITION.
 OH1230'THE STATION, IS THE TOP CENTER OF THE DOME AT THE TOP CENTER OF
 OH1230'THE STATE CAPITOL BUILDING.
 OH1230'
 OH1230'THE STATION IS LOCATED IN THE CENTER OF BOISE IN THE
 OH1230'AREA BO
 OH1230'BY NORTH SIXTH STREET ON THE EAST, WEST STATE STREET ON THE
 OH1230'NORTH, NORTH EIGHT STREET ON THE WEST, AND WEST JEFFERSON ON
 OH1230'THE SOUTH.
 OH1230
 OH1230                          STATION RECOVERY (2002)
 OH1230
 OH1230'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1231 ***********************************************************************
 OH1231  DESIGNATION -  BOISE TABLE ROCK MESA CROSS
 OH1231  PID         -  OH1231
 OH1231  STATE/COUNTY-  ID/ADA
 OH1231  USGS QUAD   -  BOISE SOUTH (1976)
 OH1231
 OH1231                         *CURRENT SURVEY CONTROL
 OH1231  ___________________________________________________________________
 OH1231* NAD 83(1992)-  43 35 54.71445(N)    116 08 52.03154(W)     ADJUSTED  
 OH1231* NAVD 88     -                                                        
 OH1231  ___________________________________________________________________
 OH1231  LAPLACE CORR-          10.90  (seconds)                    DEFLEC99
 OH1231  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 OH1231
 OH1231  HORZ ORDER  -  THIRD
 OH1231
 OH1231.The horizontal coordinates were established by classical geodetic methods
 OH1231.and adjusted by the National Geodetic Survey in July 1992..
 OH1231
 OH1231
 OH1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1231
 OH1231.The geoid height was determined by GEOID03.
 OH1231
 OH1231;                    North         East     Units Scale Factor Converg.
 OH1231;SPC ID W     -   214,664.957   767,882.839   MT  0.99994602   -0 16 27.5
 OH1231;UTM  11      - 4,827,637.002   568,784.613   MT  0.99965820   +0 35 15.8
 OH1231
 OH1231                          SUPERSEDED SURVEY CONTROL
 OH1231
 OH1231  NAD 83(1986)-  43 35 54.71434(N)    116 08 52.03085(W) AD(       ) 4
 OH1231  NAD 27      -  43 35 55.11154(N)    116 08 48.61627(W) AD(       ) 3
 OH1231
 OH1231.Superseded values are not recommended for survey control.
 OH1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1231.See file dsdata.txt to determine how the superseded data were derived.
 OH1231
 OH1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6878527637(NAD 83)
 OH1231_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1231
 OH1231  HISTORY     - Date     Condition        Report By
 OH1231  HISTORY     - UNK      MONUMENTED
 OH1231  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OH1231  HISTORY     - 1968     SEE DESCRIPTION  CGS
 OH1231  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OH1231  HISTORY     - 1976     GOOD             LOCENG
 OH1231  HISTORY     - 1977     GOOD             NGS
 OH1231  HISTORY     - 1979     GOOD             NGS
 OH1231  HISTORY     - 1981     GOOD             NGS
 OH1231
 OH1231                          STATION DESCRIPTION
 OH1231
 OH1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JJC)
 OH1231'NO PREVIOUS DESCRIPTION AVAILABLE.
 OH1231'
 OH1231'THE STATION IS A LARGE WHITE CROSS WHICH IS LIGHTED AT NIGHT,
 OH1231'LOCATED ON THE NORTHWEST CORNER OF TABLE ROCK MESA EAST OF
 OH1231'THE CITY OF BOISE, IDAHO.
 OH1231
 OH1231                          STATION RECOVERY (1968)
 OH1231
 OH1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 OH1231'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 OH1231'
 OH1231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.2 MILES
 OH1231'EAST OF BOISE
 OH1231
 OH1231                          STATION RECOVERY (1970)
 OH1231
 OH1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 OH1231'STATION RECOVERED AS DESCRIBED
 OH1231
 OH1231                          STATION RECOVERY (1976)
 OH1231
 OH1231'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH1231'RECOVERED IN GOOD CONDITION AS DESCRIBED.  FOR TO REACH INSTRUCTIONS,
 OH1231'REFER TO REPORT ON STATION TABLE DATE APRIL 30, 1976.
 OH1231'
 OH1231'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES SE OF STATE
 OH1231'CAPITOL BUILDING IN BOISE AND ABOUT 0.15 MILE N OF STATION TABLE.
 OH1231
 OH1231                          STATION RECOVERY (1977)
 OH1231
 OH1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JWB)
 OH1231'STATION RECOVERED AS DESCRIBED.
 OH1231
 OH1231                          STATION RECOVERY (1979)
 OH1231
 OH1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1231'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 OH1231'DATA STATES THE POSITION IS UNCHECKED.
 OH1231'THE STATION, IS THE TOP CENTER OF THE BOISE TABLE ROCK MESA CROSS.
 OH1231'IT IS A LARGE WHITE CROSS, 50 METERS IN HEIGHT AND IS ON THE
 OH1231'NORTHWEST SIDE OF THE MESA.
 OH1231'
 OH1231'THE STATION IS LOCATED ON THE NORTHWEST RIM OF THE MESA
 OH1231'
 OH1231'TO REACH THE STATION FROM THE INTERSECTION OF SIXTH STREET AND
 OH1231'STATE STREET JUST EAST OF THE CAPITOL BUILDING IN BOISE, GO
 OH1231'SOUTHEAST ON STATE STREET FOR 0.35 MILE TO A T-JUNCTION WITH FORT
 OH1231'STREET.  TURN RIGHT AND GO SOUTHEAST ON FORT STREET FOR 0.15
 OH1231'MILE TO A T-JUNCTION WITH RESERVE STREET.  TURN LEFT AND GO
 OH1231'GO NORTHEAST ON RESERVE STREET FOR 0.45 MILE TO A FORK.
 OH1231'KEEP RIGHT FORK SHAW MOUNTAIN ROAD FOR 1.1 MILES TO A FORK.
 OH1231'KEEP RIGHT FORK FOR 0.4 MILE TO THE END OF THE PAVEMENT.
 OH1231'CONTINUE AHEAD (FOUR WHEEL DRIVE IN WET WEATHER) ON THE
 OH1231'DIRT ROAD FOR 2.0 MILES TO THE MESA RIM, FROM HERE THE STATION IS
 OH1231'VISIBLE.  PICK YOUR WAY ACROSS THE MESA TO THE STATION.
 OH1231
 OH1231                          STATION RECOVERY (1981)
 OH1231
 OH1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OH1231'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1233 ***********************************************************************
 OH1233  DESIGNATION -  BOISE U PAC DEPOT CLOCK TOWER
 OH1233  PID         -  OH1233
 OH1233  STATE/COUNTY-  ID/ADA
 OH1233  USGS QUAD   -  BOISE SOUTH (1976)
 OH1233
 OH1233                         *CURRENT SURVEY CONTROL
 OH1233  ___________________________________________________________________
 OH1233* NAD 83(1992)-  43 36 07.65567(N)    116 12 52.88230(W)     ADJUSTED  
 OH1233* NAVD 88     -                                                        
 OH1233  ___________________________________________________________________
 OH1233  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 OH1233  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 OH1233
 OH1233  HORZ ORDER  -  THIRD
 OH1233
 OH1233.The horizontal coordinates were established by classical geodetic methods
 OH1233.and adjusted by the National Geodetic Survey in July 1992..
 OH1233
 OH1233
 OH1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1233
 OH1233.The geoid height was determined by GEOID03.
 OH1233
 OH1233;                    North         East     Units Scale Factor Converg.
 OH1233;SPC ID W     -   215,092.365   762,483.340   MT  0.99995064   -0 19 13.7
 OH1233;UTM  11      - 4,827,983.023   563,380.887   MT  0.99964941   +0 32 29.8
 OH1233
 OH1233                          SUPERSEDED SURVEY CONTROL
 OH1233
 OH1233  NAD 83(1986)-  43 36 07.65593(N)    116 12 52.88105(W) AD(       ) 4
 OH1233  NAD 27      -  43 36 08.05502(N)    116 12 49.45663(W) AD(       ) 3
 OH1233
 OH1233.Superseded values are not recommended for survey control.
 OH1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1233.See file dsdata.txt to determine how the superseded data were derived.
 OH1233
 OH1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6338127983(NAD 83)
 OH1233_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH1233+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 OH1233
 OH1233  HISTORY     - Date     Condition        Report By
 OH1233  HISTORY     - 1959     MONUMENTED       CGS
 OH1233  HISTORY     - 1961     SEE DESCRIPTION  CGS
 OH1233  HISTORY     - 1968     SEE DESCRIPTION  CGS
 OH1233  HISTORY     - 1976     GOOD             LOCENG
 OH1233  HISTORY     - 1979     GOOD             NGS
 OH1233  HISTORY     - 20020826 GOOD             USPSQD
 OH1233
 OH1233                          STATION DESCRIPTION
 OH1233
 OH1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH1233'THE APEX OF THE CLOCK TOWER ON THE UNION PACIFIC RAILROAD
 OH1233'CLOCK TOWER, SITUATED AT THE SOUTH END OF CAPITOL AVENUE,
 OH1233'BOISE.  THE CLOCK TOWER WAS USED FOR THE AZIMUTH FOR TRIANGULATION
 OH1233'BOISE 1933, BUT NO POSITION DETERMINED.
 OH1233
 OH1233                          STATION RECOVERY (1961)
 OH1233
 OH1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 OH1233'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH1233
 OH1233                          STATION RECOVERY (1968)
 OH1233
 OH1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 OH1233'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OH1233'
 OH1233'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOISE
 OH1233
 OH1233                          STATION RECOVERY (1976)
 OH1233
 OH1233'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH1233'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH1233'
 OH1233'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES SW OF STATE
 OH1233'CAPITOL BUILDING IN BOISE.
 OH1233
 OH1233                          STATION RECOVERY (1979)
 OH1233
 OH1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1233'THE STATION WAS RECOVERED IN GOOD CONDITION.
 OH1233'THE STATION, IS THE BALL TOP CENTER OF THE UNION PACIFIC RAILROAD
 OH1233'COMPANY CLOCK TOWER.  IT IS A CYLINDRICAL RED TOWER 37 METERS
 OH1233'IN HEIGHT.
 OH1233'
 OH1233'THE STATION IS LOCATED IN SOUTH CENTRAL BOISE,
 OH1233'ALONG THE NORTHEAST SIDE OF THE RAILROAD TRACKS, 179 METERS
 OH1233'NORTHWEST OF VISTA AVENUE, 61 METERS EAST OF THE PROLONGED
 OH1233'CENTER OF PEARL STREET, 30 METERS SOUTH OF EASTOVER
 OH1233'EASTOVER TERRACE.
 OH1233
 OH1233                          STATION RECOVERY (2002)
 OH1233
 OH1233'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0535 ***********************************************************************
 NW0535  DESIGNATION -  BOLT
 NW0535  PID         -  NW0535
 NW0535  STATE/COUNTY-  ID/OWYHEE
 NW0535  USGS QUAD   -  FAIRYLAWN (1973)
 NW0535
 NW0535                         *CURRENT SURVEY CONTROL
 NW0535  ___________________________________________________________________
 NW0535* NAD 83(1986)-  42 35 24.     (N)    116 59 10.     (W)     SCALED    
 NW0535* NAVD 88     -      1581.012  (meters)    5187.04   (feet)  POSTED    
 NW0535  ___________________________________________________________________
 NW0535  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 NW0535  DYNAMIC HT  -        1580.050 (meters)    5183.88  (feet)  COMP
 NW0535  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 NW0535
 NW0535  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NW0535
 NW0535.The horizontal coordinates were scaled from a topographic map and have
 NW0535.an estimated accuracy of +/- 6 seconds.
 NW0535
 NW0535.The orthometric height was determined by differential leveling
 NW0535.and adjusted by the National Geodetic Survey in 1992..
 NW0535.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NW0535.rate of 0.0 thru 1.0 mm/km.
 NW0535
 NW0535.The geoid height was determined by GEOID03.
 NW0535
 NW0535.The dynamic height is computed by dividing the NAVD 88
 NW0535.geopotential number by the normal gravity value computed on the
 NW0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0535.degrees latitude (g = 980.6199 gals.).
 NW0535
 NW0535.The modeled gravity was interpolated from observed gravity values.
 NW0535
 NW0535;                    North         East    Units  Estimated Accuracy
 NW0535;SPC ID W     -   103,290.      698,550.      MT  (+/- 180 meters Scaled)
 NW0535
 NW0535                          SUPERSEDED SURVEY CONTROL
 NW0535
 NW0535.No superseded survey control is available for this station.
 NW0535
 NW0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH011152(NAD 83)
 NW0535_MARKER: B = BOLT
 NW0535_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NW0535+WITH SETTING: PAVEMENT
 NW0535_SP_SET: CATTLEGUARD BASE
 NW0535_MARK LOGO: NONE  
 NW0535_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NW0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0535+SATELLITE: SATELLITE OBSERVATIONS - 1973
 NW0535
 NW0535  HISTORY     - Date     Condition        Report By
 NW0535  HISTORY     - 1973     MONUMENTED       USGS
 NW0535
 NW0535                          STATION DESCRIPTION
 NW0535
 NW0535'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NW0535'FROM THE POST OFFICE IN JORDAN VALLEY, OREGON, PROCEED 22.6 MILES
 NW0535'SOUTH ALONG A GRAVELED ROAD, THENCE 11.0 MILES SOUTH ALONG A DIRT ROAD
 NW0535'TOWARD GRANDVIEW, IDAHO, AT A CATTLEGUARD, AT THE NORTHWEST CORNER OF
 NW0535'THE FOUNDATION, TOP OF A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0728 ***********************************************************************
 QA0728  DESIGNATION -  BONANZA
 QA0728  PID         -  QA0728
 QA0728  STATE/COUNTY-  ID/CUSTER
 QA0728  USGS QUAD   -  SUNBEAM (1964)
 QA0728
 QA0728                         *CURRENT SURVEY CONTROL
 QA0728  ___________________________________________________________________
 QA0728* NAD 83(1992)-  44 21 25.25076(N)    114 41 28.13429(W)     ADJUSTED  
 QA0728* NAVD 88     -      2839.     (meters)    9314.     (feet)  SCALED    
 QA0728  ___________________________________________________________________
 QA0728  LAPLACE CORR-           8.35  (seconds)                    DEFLEC99
 QA0728  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 QA0728
 QA0728  HORZ ORDER  -  THIRD
 QA0728
 QA0728.The horizontal coordinates were established by classical geodetic methods
 QA0728.and adjusted by the National Geodetic Survey in July 1992..
 QA0728
 QA0728.The orthometric height was scaled from a topographic map.
 QA0728
 QA0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0728
 QA0728.The geoid height was determined by GEOID03.
 QA0728
 QA0728;                    North         East     Units Scale Factor Converg.
 QA0728;SPC ID C     -   299,095.330   444,901.970   MT  0.99998469   -0 28 59.6
 QA0728;UTM  11      - 4,914,119.431   683,997.719   MT  1.00001637   +1 36 52.7
 QA0728
 QA0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0728!SPC ID C     -   0.99955697  x   0.99998469  =   0.99954167
 QA0728!UTM  11      -   0.99955697  x   1.00001637  =   0.99957333
 QA0728
 QA0728:                Primary Azimuth Mark                     Grid Az
 QA0728:SPC ID C     -  ESTES MOUNTAIN                           351 04 35.5
 QA0728:UTM  11      -  ESTES MOUNTAIN                           348 58 43.2
 QA0728
 QA0728|---------------------------------------------------------------------|
 QA0728| PID    Reference Object                     Distance      Geod. Az  |
 QA0728|                                                           dddmmss.s |
 QA0728| QA0730 ESTES MOUNTAIN                      APPROX.10.0 KM 3503535.9 |
 QA0728|---------------------------------------------------------------------|
 QA0728
 QA0728                          SUPERSEDED SURVEY CONTROL
 QA0728
 QA0728  NAD 83(1986)-  44 21 25.24940(N)    114 41 28.12862(W) AD(       ) 3
 QA0728  NAD 27      -  44 21 25.53301(N)    114 41 24.86105(W) AD(       ) 3
 QA0728
 QA0728.Superseded values are not recommended for survey control.
 QA0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0728.See file dsdata.txt to determine how the superseded data were derived.
 QA0728
 QA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK8399814119(NAD 83)
 QA0728_MARKER: X = CHISELED CROSS
 QA0728_SETTING: 80 = SET IN A BOULDER
 QA0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0728+STABILITY: SURFACE MOTION
 QA0728
 QA0728  HISTORY     - Date     Condition        Report By
 QA0728  HISTORY     - 1915     MONUMENTED       USGS
 QA0728
 QA0728                          STATION DESCRIPTION
 QA0728
 QA0728'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 QA0728'LOCATED ABOUT 3 MI S. OF CUSTER, 3 MI SE. OF BONANZA.  ON ROCKY
 QA0728'HILL HAVING SCATTERED TREES ON TOP, AT HEAD OF ADAIR AND RAMEY
 QA0728'CREEKS, SOUTH ONE OF TWO HILLS ON RIDGE S. OF FORKS OF JORDAN
 QA0728'AND YANKEE FORK CREEKS.
 QA0728'
 QA0728'REACH EASILY BY TRAIL UP ADAIR CREEK FROM CUSTER TO BLACK MINE.
 QA0728'
 QA0728'STATION MARK--CHISELED CROSS ON ROCK UNDER LARGE ROCK MONUMENT.
 QA0728'
 QA0728'RM 1--CHISELED CROSS ON SOLID ROCK W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0372 ***********************************************************************
 NW0372  DESIGNATION -  BONES
 NW0372  PID         -  NW0372
 NW0372  STATE/COUNTY-  ID/OWYHEE
 NW0372  USGS QUAD   -  JUNIPER BASIN SE (1971)
 NW0372
 NW0372                         *CURRENT SURVEY CONTROL
 NW0372  ___________________________________________________________________
 NW0372* NAD 83(1992)-  42 04 01.56882(N)    116 19 00.56650(W)     ADJUSTED  
 NW0372* NAVD 88     -      1805.5    (meters)    5924.     (feet)  VERTCON   
 NW0372  ___________________________________________________________________
 NW0372  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 NW0372  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 NW0372
 NW0372  HORZ ORDER  -  FIRST
 NW0372
 NW0372.The horizontal coordinates were established by classical geodetic methods
 NW0372.and adjusted by the National Geodetic Survey in July 1992..
 NW0372
 NW0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0372
 NW0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0372
 NW0372.The geoid height was determined by GEOID03.
 NW0372
 NW0372;                    North         East     Units Scale Factor Converg.
 NW0372;SPC ID W     -    44,629.185   753,090.616   MT  0.99996040   -0 22 47.2
 NW0372;SPC NV E     - 8,812,410.988   139,299.523   MT  0.99994532   -0 29 29.2
 NW0372;SPC NV E     -28,912,051.72    457,018.52   sFT  0.99994532   -0 29 29.2
 NW0372;UTM  11      - 4,657,452.346   556,519.667   MT  0.99963931   +0 27 27.9
 NW0372
 NW0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0372!SPC ID W     -   0.99971957  x   0.99996040  =   0.99967998
 NW0372!SPC NV E     -   0.99971957  x   0.99994532  =   0.99966491
 NW0372!UTM  11      -   0.99971957  x   0.99963931  =   0.99935898
 NW0372
 NW0372|---------------------------------------------------------------------|
 NW0372| PID    Reference Object                     Distance      Geod. Az  |
 NW0372|                                                           dddmmss.s |
 NW0372| CD4312 BONES RM 1                            9.031 METERS 03411     |
 NW0372| CD4311 BONES AZ MK                                        2475035.4 |
 NW0372| CD4313 BONES RM 2                            9.726 METERS 28624     |
 NW0372|---------------------------------------------------------------------|
 NW0372
 NW0372                          SUPERSEDED SURVEY CONTROL
 NW0372
 NW0372  NAD 83(1986)-  42 04 01.56941(N)    116 19 00.56636(W) AD(       ) 1
 NW0372  NAD 27      -  42 04 01.93600(N)    116 18 57.17900(W) AD(       ) 1
 NW0372  NGVD 29 (07/19/86) 1804.3    (m)         5920.     (f) VERT ANG       
 NW0372
 NW0372.Superseded values are not recommended for survey control.
 NW0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0372.See file dsdata.txt to determine how the superseded data were derived.
 NW0372
 NW0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG5652057452(NAD 83)
 NW0372_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0372_SETTING: 80 = SET IN A BOULDER
 NW0372_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0372
 NW0372  HISTORY     - Date     Condition        Report By
 NW0372  HISTORY     - 1956     MONUMENTED       CGS
 NW0372
 NW0372                          STATION DESCRIPTION
 NW0372
 NW0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0372'THE STATION IS ON A HIGH ROCK-COVERED HILL ABOUT 13-1/2 MILES
 NW0372'NORTHWEST OF OWYHEE, NEVADA, 7 MILES EAST-NORTHEAST OF THE JUNIPER
 NW0372'BASIN RESERVOIR AND 4 MILES NORTH OF THE IDAHO-NEVADA STATE
 NW0372'LINE.
 NW0372'
 NW0372'TO REACH FROM THE POST OFFICE IN OWYHEE, NEVADA, GO NORTH
 NW0372'ON GRAVELED ROAD FOR 3.4 MILES TO A T-ROAD LEFT.  TURN LEFT,
 NW0372'WEST, FOR 2.7 MILES TO A FORK.  TAKE THE RIGHT FORK, NORTHERLY,
 NW0372'FOR 3.2 MILES TO A FORK.  TAKE THE LEFT FORK, WESTERLY, FOR 0.9
 NW0372'MILE TO A GATE.  GO THROUGH THE GATE AND CONTINUE NORTHWESTERLY
 NW0372'(KEEPING LEFT AT ALL FORKS) FOR 3.1 MILES TO A GATE AT THE TOP
 NW0372'OF THE RIM.  GO THROUGH THE GATE AND CONTINUE WESTERLY FOR 0.2
 NW0372'MILE TO A FORK.  TAKE THE LEFT FORK, WESTERLY, FOR 1.8 MILES
 NW0372'TO A DIM T-ROAD RIGHT.  TURN RIGHT, NORTH, FOR 0.7 MILE TO A
 NW0372'DIM FORK ON THE RIGHT.  KEEP THE LEFT FORK, NORTH, FOR 0.9
 NW0372'MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE
 NW0372'ROAD.  CONTINUE NORTHEASTERLY ON THE TRACK ROAD FOR 0.4 MILE
 NW0372'TO A POINT WHERE YOU LEAVE THE ROAD.  TURN RIGHT AND GO
 NW0372'EASTERLY ACROSS COUNTRY, UP THE DRAW FOR 0.45 MILE TO NEAR
 NW0372'THE TOP OF THE HILL.  BEAR RIGHT, SOUTH AND SOUTHEAST, FOR 0.3
 NW0372'MILE TO THE SUMMIT OF THE BOULDER-COVERED HILL, A CAIRN
 NW0372'AND STATION SITE.  FROM THE ABOVE 1.8 MILEAGE, THE ROAD IS
 NW0372'VERY ROUGH, WASHED OUT AND ROCKY, HOWEVER, A
 NW0372'CONVENTIONAL-DRIVE TRUCK MAY BE DRIVEN TO THE STATION.
 NW0372'
 NW0372'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK ARE
 NW0372'STANDARD DISKS CEMENTED IN DRILL HOLES IN BOULDERS.
 NW0372'
 NW0372'THE STATION MARK, STAMPED BONES 1956, IS IN A BOULDER PROJECTING
 NW0372'ABOUT 6 INCHES.  IT IS 27-1/2 FEET SOUTHEAST OF A 5-FOOT HIGH
 NW0372'CAIRN AND 10 FEET WEST-SOUTHWEST OF A WITNESS POST.
 NW0372'
 NW0372'REFERENCE MARK 1, STAMPED BONES NO 1 1956, IS IN A BOULDER
 NW0372'PROJECTING ABOUT 12 INCHES.  IT IS 22 FEET EAST OF THE CAIRN
 NW0372'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 NW0372'
 NW0372'REFERENCE MARK 2, STAMPED BONES NO 2 1956, IS IN A BOULDER
 NW0372'PROJECTING ABOUT 16 INCHES.  IT IS 31 FEET SOUTHEAST OF THE
 NW0372'CAIRN AND ABOUT THE SAME ELEVATION AS THE STATION.
 NW0372'
 NW0372'THE AZIMUTH MARK, STAMPED BONES 1956, IS IN A BOULDER PROJECTING
 NW0372'ABOUT 6 INCHES.  IT IS IN A FLAT AREA ON TOP OF THE HILL, 38
 NW0372'FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 4
 NW0372'FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1461 ***********************************************************************
 OH1461  DESIGNATION -  BONNE
 OH1461  PID         -  OH1461
 OH1461  STATE/COUNTY-  ID/ADA
 OH1461  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH1461
 OH1461                         *CURRENT SURVEY CONTROL
 OH1461  ___________________________________________________________________
 OH1461* NAD 83(1992)-  43 28 26.11898(N)    116 06 36.20569(W)     ADJUSTED  
 OH1461* NAVD 88     -      1041.6    (meters)    3417.     (feet)  VERTCON   
 OH1461  ___________________________________________________________________
 OH1461  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 OH1461  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 OH1461
 OH1461  HORZ ORDER  -  THIRD
 OH1461
 OH1461.The horizontal coordinates were established by classical geodetic methods
 OH1461.and adjusted by the National Geodetic Survey in July 1992..
 OH1461
 OH1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1461
 OH1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1461
 OH1461.The geoid height was determined by GEOID03.
 OH1461
 OH1461;                    North         East     Units Scale Factor Converg.
 OH1461;SPC ID W     -   200,807.420   770,869.176   MT  0.99994377   -0 14 51.8
 OH1461;UTM  11      - 4,813,829.828   571,977.950   MT  0.99966373   +0 36 44.4
 OH1461
 OH1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1461!SPC ID W     -   0.99983928  x   0.99994377  =   0.99978306
 OH1461!UTM  11      -   0.99983928  x   0.99966373  =   0.99950307
 OH1461
 OH1461                          SUPERSEDED SURVEY CONTROL
 OH1461
 OH1461  NAD 83(1991)-  43 28 26.11473(N)    116 06 36.20164(W) AD(       ) 3
 OH1461  NGVD 29 (11/04/91) 1040.6    (m)         3414.     (f) VERT ANG       
 OH1461
 OH1461.Superseded values are not recommended for survey control.
 OH1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1461.See file dsdata.txt to determine how the superseded data were derived.
 OH1461
 OH1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7197813830(NAD 83)
 OH1461_MARKER: DD = SURVEY DISK
 OH1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1461+STABILITY: SURFACE MOTION
 OH1461
 OH1461  HISTORY     - Date     Condition        Report By
 OH1461  HISTORY     - 1956     MONUMENTED       USGS
 OH1461
 OH1461                          STATION DESCRIPTION
 OH1461
 OH1461'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OH1461'LOCATED ABOUT 11.8 MI. N. OF AND 5.2 MI. W. OF ORCHARD, ON TOP OF
 OH1461'HILL.
 OH1461'
 OH1461'TO REACH FROM ORCHARD POST OFFICE, DRIVE N. 6 MI. TO U.S. HIGHWAY 30,
 OH1461'TURN LEFT 8.4 MI. TO RD. FORKS WHICH IS 0.6 MI. W. OF BONNEVILLE
 OH1461'MONUMENT ON U.S. HIGHWAY 30, TAKE LEFT FORK 0.4 MI. TO SADDLE, TAKE
 OH1461'RIGHT FORK IN SADDLE 0.1 MI. TO RD. FORKS, TAKE RIGHT FORK 0.1 MI. TO
 OH1461'TOP OF HILL AND STATION.
 OH1461'
 OH1461'STATION MARK--STANDARD TABLET STAMPED---BONNE 1956---, IN TOP OF
 OH1461'CONCRETE POST.
 OH1461'
 OH1461'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---,
 OH1461'1 1956---, IN TOP OF CONCRETE POST, 33.45 FT. FROM STATION MARK
 OH1461'54 DEGREES 03 MINUTES NE.
 OH1461'
 OH1461'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---,
 OH1461'2 1956---, IN TOP OF CONCRETE POST, 62.65 FT. FROM STATION MARK
 OH1461'29 DEGREES 58 MINUTES 18 SECONDS SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0921 ***********************************************************************
 TO0921  DESIGNATION -  BONNERS AZ MK
 TO0921  PID         -  TO0921
 TO0921  STATE/COUNTY-  ID/BOUNDARY
 TO0921  USGS QUAD   -  BONNERS FERRY (1996)
 TO0921
 TO0921                         *CURRENT SURVEY CONTROL
 TO0921  ___________________________________________________________________
 TO0921* NAD 83(1992)-  48 40 41.69947(N)    116 19 46.91557(W)     ADJUSTED  
 TO0921* NAVD 88     -       568.5    (meters)    1865.     (feet)  VERTCON   
 TO0921  ___________________________________________________________________
 TO0921  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 TO0921  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TO0921
 TO0921  HORZ ORDER  -  THIRD
 TO0921
 TO0921.The horizontal coordinates were established by classical geodetic methods
 TO0921.and adjusted by the National Geodetic Survey in July 1992..
 TO0921.No horizontal observational check was made to the station.
 TO0921
 TO0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0921
 TO0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0921
 TO0921.The geoid height was determined by GEOID03.
 TO0921
 TO0921;                    North         East     Units Scale Factor Converg.
 TO0921;SPC ID W     -   779,343.589   757,312.790   MT  0.99995571   -0 26 07.3
 TO0921;UTM  11      - 5,391,906.115   549,342.402   MT  0.99962991   +0 30 12.3
 TO0921
 TO0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0921!SPC ID W     -   0.99991351  x   0.99995571  =   0.99986922
 TO0921!UTM  11      -   0.99991351  x   0.99962991  =   0.99954345
 TO0921
 TO0921                          SUPERSEDED SURVEY CONTROL
 TO0921
 TO0921  NAD 83(1986)-  48 40 41.70799(N)    116 19 46.91073(W) AD(       ) 3
 TO0921  NAD 27      -  48 40 41.94282(N)    116 19 43.20489(W) AD(       ) 3
 TO0921  NGVD 29 (07/19/86)  567.3    (m)         1861.     (f) VERT ANG       
 TO0921
 TO0921.Superseded values are not recommended for survey control.
 TO0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0921.See file dsdata.txt to determine how the superseded data were derived.
 TO0921
 TO0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4934291906(NAD 83)
 TO0921
 TO0921  HISTORY     - Date     Condition        Report By
 TO0921  HISTORY     - 1964     MONUMENTED       CGS
 TO0921  HISTORY     - 1980     GOOD             NGS
 TO0921
 TO0921                          STATION DESCRIPTION
 TO0921
 TO0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TO0921'SEE STATION BONNERS USFS
 TO0921
 TO0921                          STATION RECOVERY (1980)
 TO0921
 TO0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TO0921'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 TO0921'CONDITION.
 TO0921'
 TO0921'TO REACH THE STATION FROM THE POST OFFICE IN BONNERS FERRY GO EAST
 TO0921'ON WEST KOUTNEAI STREET FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAYS
 TO0921'2 AND 95.  TURN RIGHT AND GO SOUTHERLY FOR 1.3 MILES TO THE STATION
 TO0921'ON THE LEFT
 TO0921'
 TO0921'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK STAMPED BONNERS
 TO0921'USFS 1964 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 TO0921'IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 23 FEET SE OF THE CENTER
 TO0921'OF THE HIGHWAYS, 2 SOUTH OF A POWER POLE AND 1 FOOT NORTHWEST OF A
 TO0921'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0026 ***********************************************************************
 TO0026  DESIGNATION -  BONNERS RM 4 AZIMUTH
 TO0026  PID         -  TO0026
 TO0026  STATE/COUNTY-  ID/BOUNDARY
 TO0026  USGS QUAD   -  BONNERS FERRY (1996)
 TO0026
 TO0026                         *CURRENT SURVEY CONTROL
 TO0026  ___________________________________________________________________
 TO0026* NAD 83(1992)-  48 40 09.19346(N)    116 20 07.22480(W)     ADJUSTED  
 TO0026* NAVD 88     -       567.607  (meters)    1862.22   (feet)  ADJUSTED  
 TO0026  ___________________________________________________________________
 TO0026  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 TO0026  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TO0026  DYNAMIC HT  -         567.667 (meters)    1862.42  (feet)  COMP
 TO0026  MODELED GRAV-     980,699.0   (mgal)                       NAVD 88
 TO0026
 TO0026  HORZ ORDER  -  THIRD
 TO0026  VERT ORDER  -  FIRST     CLASS II
 TO0026
 TO0026.The horizontal coordinates were established by classical geodetic methods
 TO0026.and adjusted by the National Geodetic Survey in July 1992..
 TO0026.No horizontal observational check was made to the station.
 TO0026
 TO0026.The orthometric height was determined by differential leveling
 TO0026.and adjusted by the National Geodetic Survey in June 1991..
 TO0026
 TO0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0026
 TO0026.The geoid height was determined by GEOID03.
 TO0026
 TO0026.The dynamic height is computed by dividing the NAVD 88
 TO0026.geopotential number by the normal gravity value computed on the
 TO0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0026.degrees latitude (g = 980.6199 gals.).
 TO0026
 TO0026.The modeled gravity was interpolated from observed gravity values.
 TO0026
 TO0026;                    North         East     Units Scale Factor Converg.
 TO0026;SPC ID W     -   778,342.729   756,889.670   MT  0.99995616   -0 26 22.4
 TO0026;UTM  11      - 5,390,898.786   548,935.869   MT  0.99962942   +0 29 56.8
 TO0026
 TO0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0026!SPC ID W     -   0.99991365  x   0.99995616  =   0.99986981
 TO0026!UTM  11      -   0.99991365  x   0.99962942  =   0.99954310
 TO0026
 TO0026:                Primary Azimuth Mark                     Grid Az
 TO0026:SPC ID W     -  TT 13 M=BONNERS                          009 32 50.5
 TO0026:UTM  11      -  TT 13 M=BONNERS                          008 36 31.3
 TO0026
 TO0026|---------------------------------------------------------------------|
 TO0026| PID    Reference Object                     Distance      Geod. Az  |
 TO0026|                                                           dddmmss.s |
 TO0026| TO0023 TT 13 M=BONNERS                     APPROX. 0.7 KM 0090628.1 |
 TO0026| TO0922 BONNERS RM 5 RESET                   29.259 METERS 00906     |
 TO0026| TO0920 BONNERS A STA                        29.229 METERS 05006     |
 TO0026| TO0938 BURTON LOOKOUT                      APPROX.15.3 KM 3081200.6 |
 TO0026|---------------------------------------------------------------------|
 TO0026
 TO0026                          SUPERSEDED SURVEY CONTROL
 TO0026
 TO0026  NAD 83(1986)-  48 40 09.20201(N)    116 20 07.22024(W) AD(       ) 3
 TO0026  NAD 27      -  48 40 09.43711(N)    116 20 03.51444(W) AD(       ) 3
 TO0026  NGVD 29 (07/19/86)  566.44   (m)         1858.4    (f) LEVELING    3  
 TO0026
 TO0026.Superseded values are not recommended for survey control.
 TO0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0026.See file dsdata.txt to determine how the superseded data were derived.
 TO0026
 TO0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4893690899(NAD 83)
 TO0026_MARKER: DR = REFERENCE MARK DISK
 TO0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0026_STAMPING: AZ BONNERS 1936 NO 4 1974
 TO0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0026+STABILITY: SURFACE MOTION
 TO0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0026+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TO0026
 TO0026  HISTORY     - Date     Condition        Report By
 TO0026  HISTORY     - 1975     MONUMENTED       NGS
 TO0026  HISTORY     - 1975     GOOD             NGS
 TO0026  HISTORY     - 1980     GOOD             NGS
 TO0026  HISTORY     - 1980     GOOD             NGS
 TO0026  HISTORY     - 1980     GOOD             NGS
 TO0026  HISTORY     - 1986     GOOD
 TO0026
 TO0026                          STATION DESCRIPTION
 TO0026
 TO0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 TO0026'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE CENTER OF
 TO0026'BONNERS FERRY, ON THE EAST SIDE OF U.S. HIGHWAY 2 AND 95 IN THE
 TO0026'IDAHO STATE HIGHWAY MAINTENANCE YARD.  IT WAS USED AS THE ANTENNA
 TO0026'SITE FOR GEOCEIVER STATION 51099.  THE GEODETIC SURVEY OF CANADA
 TO0026'USED REFERENCE MARK NUMBER 5 AS THE ANTENNA SITE FOR THEIR DOPPLER
 TO0026'STATION.
 TO0026'
 TO0026'TO REACH FROM THE POST OFFICE IN BONNERS FERRY, GO EAST ON WEST
 TO0026'KOOTENAI STREET FOR 0.2 MILE TO U.S. HIGHWAY 2 AND 95.  TURN RIGHT
 TO0026'AND GO SOUTHERLY ON U.S. 2 AND 95 FOR 1.95 MILES TO BONNERS (USFS)
 TO0026'1936 ON THE RIGHT, CONTINUE SOUTHERLY ON U.S. HIGHWAY 2 AND 95 FOR
 TO0026'0.45 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST ABOUT 75 FEET
 TO0026'TO A SIDE ROAD RIGHT AND ENTRANCE TO IDAHO STATE HIGHWAY
 TO0026'MAINTENANCE YARD.  TURN RIGHT AND PASS THROUGH THE GATE AND GO
 TO0026'SOUTHEAST ACROSS THE MAINTENANCE YARD FOR ABOUT 100 YEARS
 TO0026'TO A DIRT FILLED LOADING RAMP AND THE STATION IN THE NORTH EDGE
 TO0026'OF THE DIRT FILL.
 TO0026'
 TO0026'THE STATION IS A STANDARD REFERENCE MARK DISK, STAMPED AZ BONNERS
 TO0026'1936 NO 4 1974, SET IN A ROUND CONCRETE MONUMENT THAT IS 6-INCHES
 TO0026'BELOW THE GROUND SURFACE.  IT IS ABOUT 200 FEET SOUTHEAST OF THE
 TO0026'SOUTHEAST CORNER OF THE MAIN SHOP BUILDING, 129 FEET SOUTH-
 TO0026'SOUTHEAST CORNER OF THE MAIN SHIP BUILDING, 129 FEET
 TO0026'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF STORAGE BUILDING NUMBER
 TO0026'5062, 44.3 FEET SOUTHEAST OF A POLE SUPPORTING A YARD LIGHT AND
 TO0026'21.2 FEET EAST OF THE 3-FOOT HIGH RETAINING WALL AT THE WEST END OF
 TO0026'THE RAMP.
 TO0026'
 TO0026'REFERENCE MARK NUMBER 5 IS A STANDARD DISK, STAMPED BONNERS 1936
 TO0026'NO 5 1975, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 TO0026'IS TWO INCHES BELOW THE GROUND SURFACE.  IT IS 96 FEET NORTH OF THE
 TO0026'NORTHWEST CORNER OF A LOADING RAMP, 57.5 FEET NORTHEAST OF THE
 TO0026'NORTH- EAST CORNER OF A TUBULAR GARAGE AND 51 FEET SOUTH-SOUTHEAST
 TO0026'OF THE SOUTHEAST CORNER OF STORAGE BUILDING NUMBER 5062.
 TO0026'BONNERS (USFS) 1936 IS A U.S. FOREST SERVICE DISK,
 TO0026'STAMPED TT 13 M BONNERS 1936, SET IN A ROUND CONCRETE MONUMENT
 TO0026'FLUSH WITH THE GROUND.  IT IS 57.2 FEET EAST OF THE EAST CORNER OF A
 TO0026'HOUSE, 32.7 FEET NORTH- WEST OF THE CENTER OF THE HIGHWAY, 9.1 FEET
 TO0026'SOUTH OF A 4-INCH CHERRY TREE AND 8.0 FEET EAST-NORTHEAST OF THE
 TO0026'EAST CORNER OF A 2 BY 4-FOOT WOODEN WELL COVER.
 TO0026
 TO0026                          STATION RECOVERY (1975)
 TO0026
 TO0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 TO0026'2.65 MI S FROM BONNERS FERRY.
 TO0026'2.65 MILES SOUTH ALONG U. S. HIGHWAYS 2 AND 95 FROM THE POST OFFICE AT
 TO0026'BONNERS FERRY, AT THE IDAHO STATE HIGHWAY MAINTENANCE YARD, IN THE
 TO0026'NORTH END OF A DIRT FILL, ABOUT 200 FEET SOUTHEAST OF THE SOUTHEAST
 TO0026'CORNER OF THE MAIN SHOP BUILDING, 129 FEET SOUTH-SOUTHEAST OF THE
 TO0026'SOUTHEAST CORNER OF STORAGE BUILDING NO. 5062, 95.99 FEET FROM RM 5,
 TO0026'44.3 FEET SOUTHEAST OF A POLE SUPPORTING A YARD LIGHT, 21.2 FEET EAST
 TO0026'OF THE, 3 FOOT TALL, RETAINING WALL AT THE WEST END OF THE LOADING
 TO0026'RAMP AND SET IN THE TOP OF A CONCRETE POST 6 INCHES BELOW THE SURFACE
 TO0026'OF THE GROUND.
 TO0026
 TO0026                          STATION RECOVERY (1980)
 TO0026
 TO0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TO0026'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TO0026'1975.  THE CAP HAD BEEN KNOCKED OFF OF REFERENCE MARK 5.  THE
 TO0026'INDENTATION ON THE MONUMENT TOP AND THE STEM WERE VERY DEFINITE.  THE
 TO0026'CENTER OF THE STEM WAS HELD AND THE CAP REPLACED.  THE LINE TO
 TO0026'BONNERS USFS 1936.  IS OBSTRUCTED BY TREES.  THE ANGLE TO THE REFERENC
 TO0026'MARK COMPARED FAVORABLY WITH THE 1975 DATA.  THE DISTANCE TO THE
 TO0026'MARK WAS NOT KNOWN AT THIS TIME SO A COMPARISON COULD NOT BE MADE.  A
 TO0026'NEW DESCRIPTION FOLLOWS
 TO0026'
 TO0026'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE CENTER OF
 TO0026'BONNERS FERRY IN THE IDAHO DEPARTMENT OF HIGHWAY YARD.
 TO0026'
 TO0026'TO REACH THE STATION FROM THE POST OFFICE IN BONNERS FERRY GO EAST ON
 TO0026'WEST KOUPENAI STREET FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAYS 2
 TO0026'AND 95.  TURN RIGHT AND GO SOUTHERLY ON HIGHWAYS 2 AND 95 FOR 2.4
 TO0026'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR ABOUT 100 FEET
 TO0026'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR ABOUT 250 FEET TO
 TO0026'THE GATE TO THE HIGHWAY YARD.  PASS THROUGH THE GATE AND TURN LEFT IN
 TO0026'FRONT OF THE MAIN BUILDING AND GO EAST AND SOUTH ACROSS THE YARD FOR
 TO0026'0.1 MILE TO THE LOADING RAMP THE YARD LIGHT AND THE STATION.
 TO0026'
 TO0026'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---AZ
 TO0026'BONNERS 1936 NO 4 1974---SET INTO THE TOP OF A ROUND CONCRETE
 TO0026'MONUMENT 25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 TO0026'39.32 METERS (129 FEET) SSE FROM THE SOUTHEAST CORNER OF BUILDING
 TO0026'NUMBER 5026, 13.41 METERS (44 FEET) SE FROM A YARD LIGHT POLE, AND
 TO0026'6.40 METERS (21 FEET) E FROM THE NORTHEAST CORNER OF THE LOADING RAMP.
 TO0026'
 TO0026'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TO0026'STAMPED---BONNERS USFS 1936 NO 5 1975 1980---SET INTO THE TOP OF A
 TO0026'ROUND CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER RECESSED 5 CM
 TO0026'(2 INCHES) BELOW THE GROUND LOCATED 29.26 METERS (96 FEET) N FROM THE
 TO0026'NORTHWEST CORNER OF THE LOADING RAMP, 15.54 METERS (51 FEET) SSE FROM
 TO0026'THE SOUTHEAST CORNER OF BUILDING 5062, 4.88 METERS (16 FEET) NNW FROM
 TO0026'AN ENTRANCE DOOR TO BUILDING 520-01, AND 0.30 METER (1 FOOT) S FROM A
 TO0026'METAL WITNESS POST.
 TO0026
 TO0026                          STATION RECOVERY (1980)
 TO0026
 TO0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0026'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
 TO0026
 TO0026                          STATION RECOVERY (1980)
 TO0026
 TO0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0026'RECOVERED IN GOOD CONDITION.
 TO0026
 TO0026                          STATION RECOVERY (1986)
 TO0026
 TO0026'RECOVERED 1986
 TO0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0025 ***********************************************************************
 TO0025  DESIGNATION -  BONNERS RM 5
 TO0025  PID         -  TO0025
 TO0025  STATE/COUNTY-  ID/BOUNDARY
 TO0025  USGS QUAD   -  BONNERS FERRY (1996)
 TO0025
 TO0025                         *CURRENT SURVEY CONTROL
 TO0025  ___________________________________________________________________
 TO0025* NAD 83(1986)-  48 40 33.     (N)    116 20 01.     (W)     SCALED    
 TO0025* NAVD 88     -       567.26   (+/-2cm)    1861.1    (feet)  VERTCON   
 TO0025  ___________________________________________________________________
 TO0025  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TO0025
 TO0025  VERT ORDER  -  THIRD (See Below)
 TO0025
 TO0025.The horizontal coordinates were scaled from a topographic map and have
 TO0025.an estimated accuracy of +/- 6 seconds.
 TO0025
 TO0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0025.The vertical order pertains to the NGVD 29 superseded value.
 TO0025
 TO0025.The geoid height was determined by GEOID03.
 TO0025
 TO0025;                    North         East    Units  Estimated Accuracy
 TO0025;SPC ID W     -   779,080.      757,020.      MT  (+/- 180 meters Scaled)
 TO0025
 TO0025                          SUPERSEDED SURVEY CONTROL
 TO0025
 TO0025  NGVD 29 (03/27/06)  566.09   (m)         1857.2    (f) RESET       3  
 TO0025
 TO0025.Superseded values are not recommended for survey control.
 TO0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0025.See file dsdata.txt to determine how the superseded data were derived.
 TO0025
 TO0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP490916(NAD 83)
 TO0025_MARKER: DR = REFERENCE MARK DISK
 TO0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0025_STAMPING: BONNERS 1936 NO 5 1975
 TO0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0025+STABILITY: SURFACE MOTION
 TO0025
 TO0025  HISTORY     - Date     Condition        Report By
 TO0025  HISTORY     - 1975     MONUMENTED       NGS
 TO0025  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0025  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0025
 TO0025                          STATION DESCRIPTION
 TO0025
 TO0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TO0025'2.65 MI S FROM BONNERS FERRY.
 TO0025'2.65 MILES SOUTH ALONG U. S. HIGHWAYS 2 AND 95 FROM THE POST OFFICE AT
 TO0025'BONNERS FERRY, AT THE IDAHO STATE HIGHWAY MAINTENANCE YARD, 96 FEET
 TO0025'NORTH OF THE NORTHWEST CORNER OF A LOADING RAMP, 95.99 FEET FROM
 TO0025'BONNER RM 4, 57.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TUBULAR
 TO0025'GARAGE, 51 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF STORAGE
 TO0025'BUILDING NO. 5062 AND SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW
 TO0025'THE SURFACE OF THE GROUND.
 TO0025
 TO0025                          STATION RECOVERY (1980)
 TO0025
 TO0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0025'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 TO0025'MEASUREMENTS PLACE THIS MARK IN AN AREA THAT HAS BEEN RECENTLY GRADED
 TO0025'FOR THE CONSTRUCTION OF A NEW STORAGE BUILDING, MARK IS PRESUMED
 TO0025'DESTROYED.
 TO0025
 TO0025                          STATION RECOVERY (1980)
 TO0025
 TO0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0922 ***********************************************************************
 TO0922  DESIGNATION -  BONNERS RM 5 RESET
 TO0922  PID         -  TO0922
 TO0922  STATE/COUNTY-  ID/BOUNDARY
 TO0922  USGS QUAD   -  BONNERS FERRY (1996)
 TO0922
 TO0922                         *CURRENT SURVEY CONTROL
 TO0922  ___________________________________________________________________
 TO0922* NAD 83(1992)-  48 40 10.12872(N)    116 20 06.99854(W)     ADJUSTED  
 TO0922* NAVD 88     -       567.01   (meters)    1860.3    (feet)  RESET     
 TO0922  ___________________________________________________________________
 TO0922  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 TO0922  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TO0922
 TO0922  HORZ ORDER  -  THIRD
 TO0922  VERT ORDER  -  THIRD
 TO0922
 TO0922.The horizontal coordinates were established by classical geodetic methods
 TO0922.and adjusted by the National Geodetic Survey in July 1992..
 TO0922.No horizontal observational check was made to the station.
 TO0922
 TO0922.The orthometric height was computed from unverified reset data.
 TO0922.No vertical observational check was made to the station.
 TO0922
 TO0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0922
 TO0922.The geoid height was determined by GEOID03.
 TO0922
 TO0922;                    North         East     Units Scale Factor Converg.
 TO0922;SPC ID W     -   778,371.582   756,894.520   MT  0.99995615   -0 26 22.2
 TO0922;UTM  11      - 5,390,927.705   548,940.244   MT  0.99962943   +0 29 57.0
 TO0922
 TO0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0922!SPC ID W     -   0.99991374  x   0.99995615  =   0.99986989
 TO0922!UTM  11      -   0.99991374  x   0.99962943  =   0.99954320
 TO0922
 TO0922:                Primary Azimuth Mark                     Grid Az
 TO0922:SPC ID W     -  TT 13 M=BONNERS                          009 32 51.1
 TO0922:UTM  11      -  TT 13 M=BONNERS                          008 36 31.9
 TO0922
 TO0922|---------------------------------------------------------------------|
 TO0922| PID    Reference Object                     Distance      Geod. Az  |
 TO0922|                                                           dddmmss.s |
 TO0922| TO0023 TT 13 M=BONNERS                     APPROX. 0.7 KM 0090628.9 |
 TO0922| TO0920 BONNERS A STA                        20.480 METERS 11941     |
 TO0922| TO0026 BONNERS RM 4 AZIMUTH                 29.259 METERS 18906     |
 TO0922|---------------------------------------------------------------------|
 TO0922
 TO0922                          SUPERSEDED SURVEY CONTROL
 TO0922
 TO0922  NAD 83(1986)-  48 40 10.13727(N)    116 20 06.99393(W) AD(       ) 3
 TO0922  NAD 27      -  48 40 10.37236(N)    116 20 03.28816(W) AD(       ) 3
 TO0922  NGVD 29 (07/19/86)  565.85   (m)         1856.5    (f) LEVELING    3  
 TO0922
 TO0922.Superseded values are not recommended for survey control.
 TO0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0922.See file dsdata.txt to determine how the superseded data were derived.
 TO0922
 TO0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4894090928(NAD 83)
 TO0922_MARKER: DR = REFERENCE MARK DISK
 TO0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0922_SP_SET: CONCRETE POST
 TO0922_STAMPING: BONNERS USFS 1936 NO 5 1975 1980
 TO0922_MARK LOGO: NGS   
 TO0922_PROJECTION: RECESSED 5 CENTIMETERS
 TO0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0922+STABILITY: SURFACE MOTION
 TO0922
 TO0922  HISTORY     - Date     Condition        Report By
 TO0922  HISTORY     - 1975     MONUMENTED       NGS
 TO0922  HISTORY     - 1980     GOOD             NGS
 TO0922  HISTORY     - 1981     GOOD             NGS
 TO0922
 TO0922                          STATION DESCRIPTION
 TO0922
 TO0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TO0922'SEE STATION BONNERS USFS
 TO0922
 TO0922                          STATION RECOVERY (1980)
 TO0922
 TO0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TO0922'THE STATION MARK WAS RECOVERED WITH THE CAP MISSING.  THE STEM AND
 TO0922'THE INDENTATION OF THE CAP WERE EASILY IDENTIFIED.  THE CENTER OF
 TO0922'THE STEM WAS HELD AND THE CAP REPLACED.  THE LINE TO BONNERS USFS
 TO0922'1936 IS OBSTRUCTED.  THE DISTANCE FROM STATION BONNERS USFS 1936
 TO0922'RM 4 WAS MEASURED AND FOUND TO BE 96.014 FEET OR 29.2646 METERS.
 TO0922'
 TO0922'FOR A ROUTE TO REACH SEE THE DESCRIPTION FOR BONNERS USFS 1936 RM
 TO0922'4 1975.
 TO0922'
 TO0922'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED BONNERS
 TO0922'USFS 1976 NO 5 1975 1980, SET IN THE TOP OF A ROUND CONCRETE
 TO0922'MONUMENT 10 INCHES IN DIAMETER AND RECESSED 2 INCHES.  IT IS 51 FEET
 TO0922'SSE OF THE SE CORNER OF BLDG 5062, 16 FEET NNW OF A BACK DOOR TO
 TO0922'BUILDING 520-01, AND 1 FT S OF A METAL WITNESS POST.
 TO0922
 TO0922                          STATION RECOVERY (1981)
 TO0922
 TO0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TO0922'4.2 KM (2.60 MI) SW FROM BONNERS FERRY.
 TO0922'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 TO0922'4.2 KM (2.60 MI) SOUTHWEST ALONG US HIGHWAYS 2 AND 95 FROM THE POST
 TO0922'OFFICE IN BONNERS FERRY, IN THE IDAHO DEPARTMENT OF HIGHWAYS YARD,
 TO0922'29.3 M (96.1 FT) NORTH OF THE NORTHWEST CORNER OF A LOADING RAMP,
 TO0922'15.5 M (50.9 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF BLDG
 TO0922'5062, 4.9 M (16.1 FT) NORTH-NORTHWEST OF THE ENTRANCE DOOR TO BLDG
 TO0922'520-01.
 TO0922'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 TO0922'THE MARK IS 7.6 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0800 ***********************************************************************
 OY0800  DESIGNATION -  BONNY
 OY0800  PID         -  OY0800
 OY0800  STATE/COUNTY-  ID/BONNEVILLE
 OY0800  USGS QUAD   -  SHATTUCK BUTTE (1979)
 OY0800
 OY0800                         *CURRENT SURVEY CONTROL
 OY0800  ___________________________________________________________________
 OY0800* NAD 83(1992)-  43 36 55.60296(N)    112 12 27.56527(W)     ADJUSTED  
 OY0800* NAVD 88     -      1607.9    (meters)    5275.     (feet)  VERTCON   
 OY0800  ___________________________________________________________________
 OY0800  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 OY0800  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 OY0800
 OY0800  HORZ ORDER  -  THIRD
 OY0800
 OY0800.The horizontal coordinates were established by classical geodetic methods
 OY0800.and adjusted by the National Geodetic Survey in July 1992..
 OY0800
 OY0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0800
 OY0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0800
 OY0800.The geoid height was determined by GEOID03.
 OY0800
 OY0800;                    North         East     Units Scale Factor Converg.
 OY0800;SPC ID E     -   216,470.967   196,691.334   MT  0.99994750   -0 01 41.8
 OY0800;UTM  12      - 4,829,871.108   402,553.638   MT  0.99971680   -0 49 59.2
 OY0800
 OY0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0800!SPC ID E     -   0.99974976  x   0.99994750  =   0.99969727
 OY0800!UTM  12      -   0.99974976  x   0.99971680  =   0.99946663
 OY0800
 OY0800:                Primary Azimuth Mark                     Grid Az
 OY0800:SPC ID E     -  ROBERTS                                  101 53 52.8
 OY0800:UTM  12      -  ROBERTS                                  102 42 10.2
 OY0800
 OY0800|---------------------------------------------------------------------|
 OY0800| PID    Reference Object                     Distance      Geod. Az  |
 OY0800|                                                           dddmmss.s |
 OY0800| OY0798 ROBERTS                             APPROX. 5.1 KM 1015211.0 |
 OY0800|---------------------------------------------------------------------|
 OY0800
 OY0800                          SUPERSEDED SURVEY CONTROL
 OY0800
 OY0800  NAD 83(1986)-  43 36 55.59566(N)    112 12 27.55240(W) AD(       ) 3
 OY0800  NAD 27      -  43 36 55.91443(N)    112 12 24.63878(W) AD(       ) 3
 OY0800  NGVD 29 (07/19/86) 1606.8    (m)         5272.     (f) VERT ANG       
 OY0800
 OY0800.Superseded values are not recommended for survey control.
 OY0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0800.See file dsdata.txt to determine how the superseded data were derived.
 OY0800
 OY0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0255429871(NAD 83)
 OY0800_MARKER: DD = SURVEY DISK
 OY0800_SETTING: 66 = SET IN ROCK OUTCROP
 OY0800_SP_SET: SET IN ROCK OUTCROP
 OY0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0800+STABILITY: POSITION/ELEVATION WELL
 OY0800
 OY0800  HISTORY     - Date     Condition        Report By
 OY0800  HISTORY     - 1947     MONUMENTED       USGS
 OY0800
 OY0800                          STATION DESCRIPTION
 OY0800
 OY0800'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OY0800'LOCATED ABOUT 12.6 MI. NW. OF IDAHO FALLS, AND 8.5 MI. SW. OF ROBERTS,
 OY0800'(AIRLINE DISTANCES) ON HIGHEST POINT OF PROMINENT, PARTIALLY
 OY0800'CULTIVATED BUTTE, 18 FT. E. OF 5 FT. CAIRN.
 OY0800'
 OY0800'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NOS. 91 AND 191, DRIVE
 OY0800'W. FOR 2.35 MI. ON U.S. NO. 91 TO CROSSROADS, TURN RIGHT (N.) ON U.S.
 OY0800'NO. 91, DRIVE 7.1 MI. TO CROSSROADS, TURN LEFT (W.) ON GRAVELED RD.
 OY0800'AND DRIVE 7.15 MI. TO CROSSROADS AT N-W. POWER LINE, TURN RIGHT (N.)
 OY0800'ON POWER LINE RD. AND DRIVE 1 MI. TO EDGE OF CULTIVATED FIELD, TURN
 OY0800'RIGHT (E.), DRIVE 1 MI. E. AND N. AROUND FIELD TO W. SLOPE OF BUTTE,
 OY0800'TURN RIGHT (E.) ACROSS COUNTRY, DRIVE FOR 0.2 MI. TO HIGHEST POINT AND
 OY0800'STATION.
 OY0800'
 OY0800'STATION MARK--STANDARD TABLET STAMPED---BONNY 1947---, CEMENTED IN
 OY0800'SOLID ROCK OUTCROP.
 OY0800'
 OY0800'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OY0800'---NO 1---, CEMENTED IN SOLID ROCK OUTCROP, 35.67 FT. FROM STATION
 OY0800'MARK, S 84 DEG 28 MIN W.
 OY0800'
 OY0800'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OY0800'---NO 2---, CEMENTED IN SOLID ROCK OUTCROP, 41.12 FT. FROM STATION
 OY0800'MARK, S 20 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0501 ***********************************************************************
 NT0501  DESIGNATION -  BOOKS
 NT0501  PID         -  NT0501
 NT0501  STATE/COUNTY-  ID/CARIBOU
 NT0501  USGS QUAD   -  SNOWDRIFT MOUNTAIN (1984)
 NT0501
 NT0501                         *CURRENT SURVEY CONTROL
 NT0501  ___________________________________________________________________
 NT0501* NAD 83(1992)-  42 35 52.08291(N)    111 09 34.39963(W)     ADJUSTED  
 NT0501* NAVD 88     -      2558.5    (meters)    8394.     (feet)  VERTCON   
 NT0501  ___________________________________________________________________
 NT0501  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 NT0501  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 NT0501
 NT0501  HORZ ORDER  -  THIRD
 NT0501
 NT0501.The horizontal coordinates were established by classical geodetic methods
 NT0501.and adjusted by the National Geodetic Survey in July 1992..
 NT0501
 NT0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0501
 NT0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0501
 NT0501.The geoid height was determined by GEOID03.
 NT0501
 NT0501;                    North         East     Units Scale Factor Converg.
 NT0501;SPC ID E     -   103,912.759   282,650.428   MT  1.00003138   +0 40 54.1
 NT0501;UTM  12      - 4,716,165.171   486,910.394   MT  0.99960211   -0 06 28.8
 NT0501
 NT0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0501!SPC ID E     -   0.99960073  x   1.00003138  =   0.99963210
 NT0501!UTM  12      -   0.99960073  x   0.99960211  =   0.99920300
 NT0501
 NT0501:                Primary Azimuth Mark                     Grid Az
 NT0501:SPC ID E     -  PINNACLE                                 279 32 02.1
 NT0501:UTM  12      -  PINNACLE                                 280 19 25.0
 NT0501
 NT0501|---------------------------------------------------------------------|
 NT0501| PID    Reference Object                     Distance      Geod. Az  |
 NT0501|                                                           dddmmss.s |
 NT0501| NT0502 PINNACLE                            APPROX. 3.5 KM 2801256.2 |
 NT0501|---------------------------------------------------------------------|
 NT0501
 NT0501                          SUPERSEDED SURVEY CONTROL
 NT0501
 NT0501  NAD 83(1986)-  42 35 52.07260(N)    111 09 34.39121(W) AD(       ) 3
 NT0501  NAD 27      -  42 35 52.31984(N)    111 09 31.64656(W) AD(       ) 3
 NT0501  NGVD 29 (07/19/86) 2557.1    (m)         8389.     (f) VERT ANG       
 NT0501
 NT0501.Superseded values are not recommended for survey control.
 NT0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0501.See file dsdata.txt to determine how the superseded data were derived.
 NT0501
 NT0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN8691016165(NAD 83)
 NT0501_MARKER: DD = SURVEY DISK
 NT0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0501+STABILITY: SURFACE MOTION
 NT0501
 NT0501  HISTORY     - Date     Condition        Report By
 NT0501  HISTORY     - 1947     MONUMENTED       USGS
 NT0501
 NT0501                          STATION DESCRIPTION
 NT0501
 NT0501'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NT0501'LOCATED 22 MI. (AIRLINE) ESE. OF SODA SPRINGS, 13.5 MI. NE. OF
 NT0501'GEORGETOWN, 7.6 MI. NW. OF JUNCTION OF DEER CREEK AND CROW CREEK, ON
 NT0501'A PROMINENT BARE TOP TIMBERED ON N. SLOPE, 220 FT. S. AND 3 FT. LOWER
 NT0501'THAN HIGHEST POINT.
 NT0501'
 NT0501'TO REACH FROM MONTPELIER POST OFFICE, DRIVE E. FOR 8.1 MI. ON U.S.
 NT0501'HIGHWAY 89 TO A SIDE RD. LEFT, TURN LEFT (N.) ON DIRT RD. AND DRIVE
 NT0501'13.4 MI. TO RD. FORKS, TAKE LEFT FORK (N.) FOR 5.7 MI. TO RD. FORKS,
 NT0501'TAKE RIGHT FORK (NE.) FOR 2.5 MI. TO SIDE RD. LEFT, TURN LEFT (W.)
 NT0501'FOR 0.5 MI. TO RD. FORKS, TAKE RIGHT FORK (NW.) FOR 0.5 MI. TO
 NT0501'BOTTOM OF STEEP SLOPE, TURN LEFT (SW.) CROSS-COUNTRY AND DRIVE 0.4
 NT0501'MI. TO CREST OF RIDGE AND END OF TRUCK TRAVEL.  PACK NW. UP RIDGE TO
 NT0501'HIGHEST POINT AND STATION.
 NT0501'
 NT0501'STATION MARK--STANDARD TABLET STAMPED---BOOKS 1947---, CEMENTED IN
 NT0501'EMBEDDED BOULDER.
 NT0501'
 NT0501'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NT0501'---NO 1---, CEMENTED IN BOULDER, 14.34 FT. FROM STATION MARK,
 NT0501'N 88 DEG 54 MIN W.
 NT0501'
 NT0501'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NT0501'---NO 2---, CEMENTED IN BOULDER, 23.83 FT. FROM STATION MARK,
 NT0501'S 02 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1277 ***********************************************************************
 RA1277  DESIGNATION -  BOOT
 RA1277  PID         -  RA1277
 RA1277  STATE/COUNTY-  ID/IDAHO
 RA1277  USGS QUAD   -  MOUGHMER POINT (1963)
 RA1277
 RA1277                         *CURRENT SURVEY CONTROL
 RA1277  ___________________________________________________________________
 RA1277* NAD 83(1992)-  45 56 34.37670(N)    116 24 09.26465(W)     ADJUSTED  
 RA1277* NAVD 88     -      1239.7    (meters)    4067.     (feet)  VERTCON   
 RA1277  ___________________________________________________________________
 RA1277  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 RA1277  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 RA1277
 RA1277  HORZ ORDER  -  FIRST
 RA1277
 RA1277.The horizontal coordinates were established by classical geodetic methods
 RA1277.and adjusted by the National Geodetic Survey in July 1992..
 RA1277
 RA1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1277
 RA1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1277
 RA1277.The geoid height was determined by GEOID03.
 RA1277
 RA1277;                    North         East     Units Scale Factor Converg.
 RA1277;SPC ID W     -   475,299.142   749,400.921   MT  0.99996480   -0 28 08.3
 RA1277;UTM  11      - 5,087,874.872   546,307.666   MT  0.99962636   +0 25 45.6
 RA1277
 RA1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1277!SPC ID W     -   0.99980827  x   0.99996480  =   0.99977308
 RA1277!UTM  11      -   0.99980827  x   0.99962636  =   0.99943470
 RA1277
 RA1277|---------------------------------------------------------------------|
 RA1277| PID    Reference Object                     Distance      Geod. Az  |
 RA1277|                                                           dddmmss.s |
 RA1277| CH6497 BOOT RM 1                             4.820 METERS 06117     |
 RA1277| RA1267 FENN CAMAS PRAIRIE RR WATER TK      APPROX.11.2 KM 0775115.8 |
 RA1277| CH6498 BOOT RM 2                             6.510 METERS 11324     |
 RA1277| CH6496 BOOT AZ MK                                         2705609.8 |
 RA1277|---------------------------------------------------------------------|
 RA1277
 RA1277                          SUPERSEDED SURVEY CONTROL
 RA1277
 RA1277  NAD 83(1991)-  45 56 34.37786(N)    116 24 09.26318(W) AD(       ) 1
 RA1277  NAD 83(1986)-  45 56 34.37786(N)    116 24 09.26319(W) AD(       ) 1
 RA1277  NAD 27      -  45 56 34.81743(N)    116 24 05.73704(W) AD(       ) 1
 RA1277  NGVD 29 (07/19/86) 1238.6    (m)         4064.     (f) VERT ANG       
 RA1277
 RA1277.Superseded values are not recommended for survey control.
 RA1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1277.See file dsdata.txt to determine how the superseded data were derived.
 RA1277
 RA1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL4630887875(NAD 83)
 RA1277_MARKER: DS = TRIANGULATION STATION DISK
 RA1277_SETTING: 0 = UNSPECIFIED SETTING
 RA1277
 RA1277  HISTORY     - Date     Condition        Report By
 RA1277  HISTORY     - 1945     MONUMENTED       CGS
 RA1277  HISTORY     - 1969     GOOD             CGS
 RA1277
 RA1277                          STATION DESCRIPTION
 RA1277
 RA1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1277'STATION IS LOCATED ON THE S EDGE OF A RIDGE AND JUST S OF A FIELD
 RA1277'THAT FORMS THE SHAPE OF A BOOT.  IT IS 6.5 MILES S OF COTTONWOOD AND
 RA1277'4 MILES W OF FENN.  IT IS NE OF THE FIRST RIDGE E OF THE SALMON
 RA1277'RIVER AND 1.5 MILES N OF ROCKY CANYON.
 RA1277'
 RA1277'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN A
 RA1277'BOULDER THAT IS FLUSH WITH THE GROUND AND IS STAMPED BOOT 1945.
 RA1277'
 RA1277'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A
 RA1277'BOULDER THAT PROJECTS 6 INCHES AND IS STAMPED BOOT NO 1 1945.
 RA1277'
 RA1277'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 RA1277'A BOULDER THAT PROJECTS 1 FOOT ON THE N SIDE AND 1.5 FEET ON THE
 RA1277'S SIDE.  IT IS WHERE THE RIDGE STARS TO BREAK SHARPLY TO THE SE.
 RA1277'DISK IS STAMPED BOOT NO 2 1945.
 RA1277'
 RA1277'AZIMUTH MARK IS ON THE SE SLOPE OF A RIDGE, 62 FEET S OF A FENCE,
 RA1277'AND 5 FEET E OF A CAIRN.  IT IS A BRONZE AZIMUTH DISK SET IN A DRILL
 RA1277'HOLE IN A BOULDER.  IT IS FLUSH WITH THE GROUND AND IS STAMPED BOOT
 RA1277'1945.
 RA1277'
 RA1277'TO REACH THE STATION FROM THE POST OFFICE IN COTTONWOOD, GO W ON THE
 RA1277'KEUTERVILLE ROAD, PASSING UNDER AN OVERPASS, AND FOLLOW THE MAIN
 RA1277'TRAVELED ROAD W AND S FOR 1.6 MILES TO A FORKS, TAKE LEFT FORK AND
 RA1277'GO 1.7 MILES, PASSING CATHOLIC SCHOOL ON THE RIGHT, TO A FORKS,
 RA1277'TAKE LEFT FORK AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 3.8 MILES
 RA1277'TO A SCHOOLHOUSE ON THE LEFT, CONTINUE STRAIGHT AHEAD ON THE MAIN
 RA1277'TRAVELED ROAD FOR 2.0 MILES TO A WOODEN GATE AND FARMHOUSE
 RA1277'STRAIGHT AHEAD.  GO THROUGH GATE AND TURN SHARP RIGHT AND GO
 RA1277'THROUGH A WIRE GATE, CONTINUE UP HILL FOR 0.6 MILE TO A FENCE
 RA1277'CORNER, TURN LEFT (N) AND FOLLOW FENCE UP GRADE AND DOWN STEEP
 RA1277'GRADE AND UP THE SECOND STEEP GRADE FOR 0.4 MILE TO THE STATION
 RA1277'AS DESCRIBED.
 RA1277
 RA1277                          STATION RECOVERY (1969)
 RA1277
 RA1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RA1277'THE STATION MARK, STAMPED BOOT 1945, REFERENCE MARK NO. 1, STAMPED
 RA1277'BOOT NO 1 1945, REFERENCE MARK NO. 2, STAMPED BOOT NO 2 1945, AND
 RA1277'THE AZIMUTH MARK, STAMPED BOOT 1945 WERE RECOVERED IN GOOD
 RA1277'CONDITION.  A ROCK CAIRN WAS BUILT OVER THE STATION MARK.  A ROCK
 RA1277'CAIRN WAS BUILT 1 FOOT SOUTH OF EACH REFERENCE MARK.  A ROCK CAIRN
 RA1277'WAS BUILT 1 FOOT NORTHWEST OF THE AZIMUTH MARK.  THE STATION IS ON
 RA1277'PASTURE LAND OWNED BY MR. D. LIGHTFIELD.  A NEW TO REACH FOLLOWS.
 RA1277'
 RA1277'TO REACH THE STATION FROM THE COTTONWOOD POST OFFICE, GO WEST ON
 RA1277'1ST SOUTH FOR 0.1 MILE TO THE KEUTERVILLE ROAD, TURN LEFT AND GO
 RA1277'SOUTHWEST, UNDER THE RAILROAD, ON THE KEUTERVILLE ROAD FOR 1.5
 RA1277'MILES TO A FORK, TAKE LEFT FORK, MAIN TRAVELED ROAD, SOUTHWEST,
 RA1277'PAST THE CATHOLIC SCHOOL, FOR 1.7 MILES TO A FORK, TAKE LEFT
 RA1277'FORK, GRAVELED ROAD, FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK AND
 RA1277'GO SOUTH FOR 5.8 MILES TO MR. LIGHTFIELD RESIDENCE AT THE END
 RA1277'OF THE ROAD.  PASS TO THE NORTH OF THE BARN AND THRU A BOARD GATE
 RA1277'IN THE SOUTHEAST CORNER OF THE CORRAL, PASS THRU THE GATE AND GO
 RA1277'SOUTH ON A FIELD ROAD BETWEEN TWO FIELDS, AND ACROSS THE HAY
 RA1277'FIELD, IF HAY HAS BEEN HARVESTED, FOR 0.45 MILE TO THE SOUTHEAST
 RA1277'CORNER OF THE HAY FIELD AND THE END OF TRUCK TRAVEL.  CROSS THE
 RA1277'FENCE AND HIKE SOUTHEAST, DOWN THE SLOPE FOR 200 PACES TO THE
 RA1277'STATION.
 RA1277'
 RA1277'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH OF
 RA1277'COTTONWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1652 ***********************************************************************
 NU1652  DESIGNATION -  BORAH
 NU1652  PID         -  NU1652
 NU1652  STATE/COUNTY-  ID/POWER
 NU1652  USGS QUAD   -  REGISTER ROCK (1984)
 NU1652
 NU1652                         *CURRENT SURVEY CONTROL
 NU1652  ___________________________________________________________________
 NU1652* NAD 83(1992)-  42 42 05.97933(N)    113 02 52.64240(W)     ADJUSTED  
 NU1652* NAVD 88     -      1409.6    (meters)    4625.     (feet)  VERTCON   
 NU1652  ___________________________________________________________________
 NU1652  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 NU1652  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 NU1652
 NU1652  HORZ ORDER  -  SECOND
 NU1652
 NU1652.The horizontal coordinates were established by classical geodetic methods
 NU1652.and adjusted by the National Geodetic Survey in July 1992..
 NU1652
 NU1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1652
 NU1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1652
 NU1652.The geoid height was determined by GEOID03.
 NU1652
 NU1652;                    North         East     Units Scale Factor Converg.
 NU1652;SPC ID E     -   115,334.477   127,795.668   MT  1.00001149   -0 35 51.7
 NU1652;SPC ID C     -   115,397.380   578,001.289   MT  1.00002219   +0 38 44.5
 NU1652;UTM  12      - 4,729,719.054   332,266.205   MT  0.99994615   -1 23 21.1
 NU1652
 NU1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1652!SPC ID E     -   0.99978113  x   1.00001149  =   0.99979262
 NU1652!SPC ID C     -   0.99978113  x   1.00002219  =   0.99980332
 NU1652!UTM  12      -   0.99978113  x   0.99994615  =   0.99972729
 NU1652
 NU1652:                Primary Azimuth Mark                     Grid Az
 NU1652:SPC ID E     -  AMERICAN FALLS POWER CO ELEV             059 22 05.9
 NU1652:SPC ID C     -  AMERICAN FALLS POWER CO ELEV             058 07 29.7
 NU1652:UTM  12      -  AMERICAN FALLS POWER CO ELEV             060 09 35.3
 NU1652
 NU1652|---------------------------------------------------------------------|
 NU1652| PID    Reference Object                     Distance      Geod. Az  |
 NU1652|                                                           dddmmss.s |
 NU1652| NU1643 AMERICAN FALLS POWER CO ELEV        APPROX.18.5 KM 0584614.2 |
 NU1652| CM5198 BORAH RM 1                            8.777 METERS 22636     |
 NU1652| CM5197 BORAH AZ MK                                        2942752.4 |
 NU1652| NU1654 CHANLK FAA REL MST AWE26            186.489 METERS 32358     |
 NU1652| CM5199 BORAH RM 2                            9.514 METERS 35620     |
 NU1652|---------------------------------------------------------------------|
 NU1652
 NU1652                          SUPERSEDED SURVEY CONTROL
 NU1652
 NU1652  NAD 83(1986)-  42 42 05.97591(N)    113 02 52.63413(W) AD(       ) 2
 NU1652  NAD 27      -  42 42 06.29400(N)    113 02 49.64600(W) AD(       ) 2
 NU1652  NGVD 29 (07/19/86) 1408.6    (m)         4621.     (f) VERT ANG       
 NU1652
 NU1652.Superseded values are not recommended for survey control.
 NU1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1652.See file dsdata.txt to determine how the superseded data were derived.
 NU1652
 NU1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN3226629719(NAD 83)
 NU1652_MARKER: DS = TRIANGULATION STATION DISK
 NU1652_SETTING: 66 = SET IN ROCK OUTCROP
 NU1652
 NU1652  HISTORY     - Date     Condition        Report By
 NU1652  HISTORY     - 1950     MONUMENTED       CGS
 NU1652  HISTORY     - 1960     GOOD             CGS
 NU1652  HISTORY     - 1971     GOOD             NGS
 NU1652
 NU1652                          STATION DESCRIPTION
 NU1652
 NU1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1652'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 NU1652'HILL, THAT IS COVERED WITH NUMEROUS JUNIPER TREES.  IT IS ABOUT
 NU1652'20 MILES SOUTHWEST OF ABERDEEN, 11 MILES WEST SOUTHWEST OF
 NU1652'AMERICAN FALLS, 7 MILES EAST OF WAPI AND ABOUT 110 YARDS WEST
 NU1652'OF A PROMINENT ROCK BUTTE.
 NU1652'
 NU1652'TO REACH, FROM THE JUNCTION OF HIGHWAYS U.S. HIGHWAY 30N AND
 NU1652'STATE HIGHWAY 39, GO WEST, ON STATE HIGHWAY 39, FOR 1.5 MILES TO
 NU1652'FORKS.  TAKE LEFT FORK AND THEN RIGHT FORK, AND GO WEST 0.2
 NU1652'MILE TO FORKS.  TAKE LEFT FORK, AND GO SOUTH 11.05 MILES TO
 NU1652'FORKS.  TAKE LEFT FORK, AND GO EAST 1.05 MILES TO SIDE ROAD LEFT
 NU1652'AND WIRE GATE.  TURN LEFT, AND PASS THROUGH WIRE GATE, AND GO
 NU1652'NORTH 0.3 MILE TO THE AZIMUTH MARK.  CONTINUE STRAIGHT AHEAD
 NU1652'0.35 MILE.  THENCE ACROSS COUNTRY, AND GO EAST 0.25 MILE TO
 NU1652'HIGHEST POINT OF HILL AND THE STATION.
 NU1652'
 NU1652'THE STATION MARK IS A STANDARD DISK, STAMPED BORAH 1950, SET IN
 NU1652'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES.
 NU1652'IT IS LOCATED 18 FEET SOUTH OF A WHITE WITNESS POST.
 NU1652'
 NU1652'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BORAH NO
 NU1652'1 1950, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 NU1652'ABOUT 2 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 NU1652'
 NU1652'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BORAH NO
 NU1652'2 1950, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 NU1652'ABOUT 4 INCHES AND IS ABOUT 6 INCHES LOWER THAN THE STATION.
 NU1652'
 NU1652'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BORAH 1950, SET
 NU1652'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 NU1652'10 INCHES.  IT IS LOCATED 65 FEET NORTH OF TWO POWER LINE POLES
 NU1652'147R AND 147L AND 50 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 NU1652
 NU1652                          STATION RECOVERY (1960)
 NU1652
 NU1652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1652'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND IN
 NU1652'GOOD CONDITION.
 NU1652'
 NU1652'THE STATION WAS INTERSECTED AND NOT OCCUPIED THIS DATE.
 NU1652
 NU1652                          STATION RECOVERY (1971)
 NU1652
 NU1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NU1652'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 NU1652'RECOVERED IN GOOD CONDITION AS DESCRIBED.  LANDMARKS HAVE
 NU1652'CHANGED.  A NEW TO REACH FOLLOWS.
 NU1652'
 NU1652'TO REACH THE STATION FROM THE AMERICAN FALLS POST OFFICE, GO
 NU1652'WEST ON STATE HIGHWAY 39 FOR 1.6 MILES TO A REVERSE Y, TURN
 NU1652'SHARP LEFT, AND GO SOUTH AND WEST ON THE MACADAM ROAD FOR 0.25
 NU1652'MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO SOUTH AND WEST ON THE
 NU1652'MAIN TRAVELED GRAVELED ROAD FOR 10.7 MILES TO A FORK, TAKE THE
 NU1652'LEFT FORK, MAIN TRAVELED ROAD, AND GO SOUTHWEST, AND SOUTH FOR
 NU1652'1.4 MILES TO A GATE ON THE LEFT, JUST BEFORE CROSSING A CATTLE
 NU1652'GUARD, TURN LEFT, AND GO EAST ON THE TRACK ROAD FOR 0.3 MILE
 NU1652'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON THE TRACK
 NU1652'ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO
 NU1652'SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO A GOVERNMENT OWNED
 NU1652'MAST, AND THE END OF TRUCK TRAVEL.  PACK SOUTHEAST FOR 1/4
 NU1652'MILE TO THE FIRST SUMMIT, AND STATION.  LENGTH OF PACK IS 5
 NU1652'MINUTES.
 NU1652'
 NU1652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 NU1652'SOUTHWEST OF AMERICAN FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0665 ***********************************************************************
 QZ0665  DESIGNATION -  BOSTON
 QZ0665  PID         -  QZ0665
 QZ0665  STATE/COUNTY-  ID/IDAHO
 QZ0665  USGS QUAD   -  BOSTON MTN (1992)
 QZ0665
 QZ0665                         *CURRENT SURVEY CONTROL
 QZ0665  ___________________________________________________________________
 QZ0665* NAD 83(1992)-  45 38 43.29490(N)    115 11 20.25872(W)     ADJUSTED  
 QZ0665* NAVD 88     -      2332.4    (meters)    7652.     (feet)  VERTCON   
 QZ0665  ___________________________________________________________________
 QZ0665  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 QZ0665  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 QZ0665
 QZ0665  HORZ ORDER  -  FIRST
 QZ0665
 QZ0665.The horizontal coordinates were established by classical geodetic methods
 QZ0665.and adjusted by the National Geodetic Survey in July 1992..
 QZ0665
 QZ0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0665
 QZ0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0665
 QZ0665.The geoid height was determined by GEOID03.
 QZ0665
 QZ0665;                    North         East     Units Scale Factor Converg.
 QZ0665;SPC ID W     -   442,178.521   843,733.836   MT  0.99995684   +0 24 04.2
 QZ0665;UTM  11      - 5,056,240.803   641,125.671   MT  0.99984486   +1 17 42.6
 QZ0665
 QZ0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0665!SPC ID W     -   0.99963679  x   0.99995684  =   0.99959364
 QZ0665!UTM  11      -   0.99963679  x   0.99984486  =   0.99948170
 QZ0665
 QZ0665:                Primary Azimuth Mark                     Grid Az
 QZ0665:SPC ID W     -  VERMILLION PEAK LOOKOUT                  006 53 23.1
 QZ0665:UTM  11      -  VERMILLION PEAK LOOKOUT                  005 59 44.7
 QZ0665
 QZ0665|---------------------------------------------------------------------|
 QZ0665| PID    Reference Object                     Distance      Geod. Az  |
 QZ0665|                                                           dddmmss.s |
 QZ0665| QZ0654 VERMILLION PEAK LOOKOUT             APPROX.31.8 KM 0071727.3 |
 QZ0665| QZ0641 BURNT KNOB LOOKOUT                  APPROX.16.7 KM 0672841.8 |
 QZ0665| QZ0197 SALMON                              APPROX.27.6 KM 0962618.5 |
 QZ0665| CH6502 BOSTON RM 1                          30.948 METERS 14215     |
 QZ0665| QZ0663 BOSTON MT                            12.954 METERS 22351     |
 QZ0665| CH6503 BOSTON RM 2                           7.381 METERS 26016     |
 QZ0665| QZ0664 BOSTON MOUNTAIN LOT                   5.497 METERS 28349     |
 QZ0665|---------------------------------------------------------------------|
 QZ0665
 QZ0665                          SUPERSEDED SURVEY CONTROL
 QZ0665
 QZ0665  NAD 83(1986)-  45 38 43.29739(N)    115 11 20.25237(W) AD(       ) 1
 QZ0665  NAD 27      -  45 38 43.61116(N)    115 11 16.83389(W) AD(       ) 1
 QZ0665  NGVD 29 (07/19/86) 2331.0    (m)         7648.     (f) VERT ANG       
 QZ0665
 QZ0665.Superseded values are not recommended for survey control.
 QZ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0665.See file dsdata.txt to determine how the superseded data were derived.
 QZ0665
 QZ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL4112656241(NAD 83)
 QZ0665_MARKER: DS = TRIANGULATION STATION DISK
 QZ0665_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0665
 QZ0665  HISTORY     - Date     Condition        Report By
 QZ0665  HISTORY     - 1935     MONUMENTED       CGS
 QZ0665  HISTORY     - 1946     GOOD             CGS
 QZ0665  HISTORY     - 1965     GOOD             USGS
 QZ0665  HISTORY     - 1974     GOOD             USGS
 QZ0665  HISTORY     - 1982     GOOD             NGS
 QZ0665
 QZ0665                          STATION DESCRIPTION
 QZ0665
 QZ0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 QZ0665'IN THE NEZPERCE NATIONAL FOREST.
 QZ0665'
 QZ0665'TO REACH FROM RED RIVER RANGER STATION, TAKE ROAD TO THE LEFT
 QZ0665'OF RANGER STATION AND FOLLOW IT FOR 11.0 MILES TO THE END OF
 QZ0665'TRUCK TRAVEL.  FROM HERE WALK SOUTH ABOUT 100 YARDS TO TRAIL,
 QZ0665'TURN LEFT AND FOLLOW TRAIL FOR TWO MILES, TAKE LEFT FORK AND
 QZ0665'FOLLOW TRAIL FOR ABOUT 3.0 MILES TO TOP OF HILL AND STATION.
 QZ0665'
 QZ0665'SURFACE AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 QZ0665'SET IN OUTCROPPING BEDROCK AS DESCRIBED.
 QZ0665'RESPECTIVELY.  REFERENCE MARK NO. 2 IS A STANDARD BRONZE
 QZ0665'DISK SET IN CONCRETE AS DESCRIBED.  WITNESS MARK
 QZ0665'IS A U.S. FOREST SERVICE STANDARD DISK IN BEDROCK.
 QZ0665
 QZ0665                          STATION RECOVERY (1946)
 QZ0665
 QZ0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0665'THE STATION MARK AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED,
 QZ0665'ALSO BOSTON DA-FS 1926, AND ALL WERE FOUND IN GOOD CONDITION.
 QZ0665'
 QZ0665'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE EAST SOUTHEAST
 QZ0665'OF THE RED RIVER RANGER STATION OF THE NEZPERCE NATIONAL
 QZ0665'FOREST, ABOUT 5-1/2 METERS EAST OF THE CENTER OF THE BOSTON
 QZ0665'MTN. LOOKOUT TOWER.
 QZ0665'
 QZ0665'THE STATION MARK IS A STANDARD BRONZE DISK SET IN A BURIED
 QZ0665'BOULDER PROJECTING ABOUT 4 INCHES.  STAMPED BOSTON 1935.
 QZ0665'
 QZ0665'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 QZ0665'IN A BURIED BOULDER PROJECTING ABOUT 4 INCHES, AND IS ABOUT 6
 QZ0665'FEET LOWER THAN THE STATION.  STAMPED BOSTON NO 1 1935.
 QZ0665'
 QZ0665'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 QZ0665'IN THE CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF THE LOOKOUT
 QZ0665'TOWER.  IT IS ABOUT 8 INCHES ABOVE THE GROUND SURFACE AND IS
 QZ0665'ABOUT THE SAME ELEVATION AS THE STATION.  STAMPED BOSTON NO 2
 QZ0665'1935.
 QZ0665'
 QZ0665'THE DA-FS MARK IS A STANDARD BRONZE FOREST SERVICE DISK SET
 QZ0665'IN A BURIED BOULDER PROJECTING ABOUT 6 INCHES, AND IS ABOUT
 QZ0665'1-1/2 FEET LOWER THAN THE STATION.  STAMPED BOSTON MT 1926.
 QZ0665'
 QZ0665'TO REACH FROM ELK CITY GO EAST ON THE DARBY ROAD FOR 13.3
 QZ0665'MILES TO THE RED RIVER RANGER STATION, CONTINUE EAST ON THE
 QZ0665'DARBY ROAD FOR 0.9 MILE TO A FORK AND SIGN DARBY 113- GREEN
 QZ0665'MTN. 18 ETC., KEEP LEFT FORK ON THE DARBY ROAD FOR 11.4 MILES
 QZ0665'TO A TRAIL AND SIGN ON THE RIGHT BOSTON MTN L O 5 MI AND THE END
 QZ0665'OF TRUCK TRAVEL.  AT THE END OF TRUCK TRAVEL CONTINUE ON FOOT
 QZ0665'FOLLOWING TRAIL SOUTHEASTERLY FOR ABOUT 1/4 MILE TO A SMALL
 QZ0665'MEADOW AND STREAM AND DIM FORK JUST AFTER CROSSING SMALL
 QZ0665'STREAM WITH DIM SIGN ON A TREE, TAKE RIGHT DIM FORK
 QZ0665'SOUTHWESTERLY FOR ABOUT 4-1/2 MILES TO THE BOSTON MT LOOKOUT AND
 QZ0665'STATION.
 QZ0665
 QZ0665                          STATION RECOVERY (1965)
 QZ0665
 QZ0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QZ0665'RECOVERED AS DESCRIBED.
 QZ0665
 QZ0665                          STATION RECOVERY (1974)
 QZ0665
 QZ0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0665'STATION REACHED BY HELICOPTER.
 QZ0665'
 QZ0665'LOH HAS BEEN DESTROYED.
 QZ0665'
 QZ0665'STATION MARK--A STANDARD BRONZE DISK STAMPED---BOSTON 1935---, SET
 QZ0665'IN A BURIED BOULDER PROJECTING ABOUT 4 INCHES.
 QZ0665
 QZ0665                          STATION RECOVERY (1982)
 QZ0665
 QZ0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 QZ0665'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND BOSTON MT USFS 1935
 QZ0665'WERE RECOVERED IN GOOD CONDITION. THE DIRECTION TO THE REFERENCE
 QZ0665'MARKS AND BOSTON MT USFS 1935 CHECKED. THE DISTANCE TO BOSTON MT
 QZ0665'USFS 1935 AND REFERENCE MARK 2 CHECKED. THE DISTANCE REFERENCE
 QZ0665'MARK 1 WAS 0.052 METER SHORTER. THE STATION WAS REACHED BY
 QZ0665'HELICOPTER AND THE OLD TO REACH IS COPIED. A DESCRIPTION FOLLOWS.
 QZ0665'
 QZ0665'THE STATION IS LOCATED ABOUT 12.8 KM (8.0 MI) SOUTHEAST OF THE RED
 QZ0665'RIVER RANGER STATION OF NEZPERCE NATIONAL FOREST.
 QZ0665'OWNERSHIP--U.S. DEPARTMENT OF AGRICULTURE, U.S. FOREST SERVICE.
 QZ0665'
 QZ0665'TO REACH THE STATION FROM ELK CITY, GO EAST ON DARBY ROAD FOR
 QZ0665'21.4 KM (13.3 MI) TO THE RED RIVER RANGER STATION, CONTINUE EAST
 QZ0665'FOR 1.5 KM (0.9 MI) TO A FORK AND SIGN (DARBY 113-GREEN MTN ETC)
 QZ0665'KEEP LEFT FORK ON DARBY ROAD FOR 18.3 KM (11.4 MI) TO A TRAIL
 QZ0665'AND SIGN ON THE RIGHT (BOSTON MTN L O 5 MI) AND THE END OF TRUCK
 QZ0665'TRAVEL. CONTINUE ON FOOT FOLLOWING TRAIL SOUTHEASTERLY FOR ABOUT
 QZ0665'3/4 MILE TO A SMALL MEADOW, STREAM AND DIM FORK JUST AFTER
 QZ0665'CROSSING A SMALL STREAM WITH DIM SIGN ON TREE. TAKE RIGHT DIM FORK
 QZ0665'SOUTHWESTERLY FOR ABOUT 4-1/2 MILES TO THE BOSTON MTN LOOKOUT AND
 QZ0665'THE STATION. (ONLY THE FOUNDATION REMAINS.)
 QZ0665'
 QZ0665'THE STATION IS A STANDARD CGS DISK
 QZ0665'STAMPED---BOSTON 1935---,
 QZ0665'SET INTO THE TOP OF A BOULDER OF 0.3 METERS
 QZ0665'LARGEST DIMENSION.
 QZ0665'
 QZ0665'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 QZ0665'STAMPED---BOSTON NO.1 1935---,
 QZ0665'SET INTO A ROCK OUTCROP
 QZ0665'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 QZ0665'0.85 METER (2.8 FT) WEST FROM A 4-TRUNK TREE.
 QZ0665'MARK IS BELOW STATION 0.8 METER.
 QZ0665'
 QZ0665'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 QZ0665'STAMPED---BOSTON NO.2 1935---,
 QZ0665'SET INTO THE TOP OF A SQUARE CONCRETE SLAB 80 CM ON A SIDE
 QZ0665'FLUSH WITH GROUND.  IT IS LOCATED
 QZ0665'MARK IS LEVEL WITH STATION.
 QZ0665'
 QZ0665'REFERENCE MARK NUMBER 03 IS A STANDARD DA-FS DISK
 QZ0665'STAMPED---BOSTON MT 1926---,
 QZ0665'SET INTO THE TOP OF A BOULDER OF 0.4 METER.
 QZ0665'LARGEST DIMENSION.  IT IS LOCATED
 QZ0665'0.6 METER (2.0 FT) WEST FROM A TRIPLE TRUNK STUMP.
 QZ0665'MARK IS BELOW STATION 0.3 METER.
 QZ0665'
 QZ0665'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0664 ***********************************************************************
 QZ0664  DESIGNATION -  BOSTON MOUNTAIN LOT
 QZ0664  PID         -  QZ0664
 QZ0664  STATE/COUNTY-  ID/IDAHO
 QZ0664  USGS QUAD   -  BOSTON MTN (1992)
 QZ0664
 QZ0664                         *CURRENT SURVEY CONTROL
 QZ0664  ___________________________________________________________________
 QZ0664* NAD 83(1992)-  45 38 43.33741(N)    115 11 20.50522(W)     ADJUSTED  
 QZ0664* NAVD 88     -                                                        
 QZ0664  ___________________________________________________________________
 QZ0664  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 QZ0664  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 QZ0664
 QZ0664  HORZ ORDER  -  THIRD
 QZ0664
 QZ0664.The horizontal coordinates were established by classical geodetic methods
 QZ0664.and adjusted by the National Geodetic Survey in July 1992..
 QZ0664
 QZ0664
 QZ0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0664
 QZ0664.The geoid height was determined by GEOID03.
 QZ0664
 QZ0664;                    North         East     Units Scale Factor Converg.
 QZ0664;SPC ID W     -   442,179.796   843,728.490   MT  0.99995683   +0 24 04.0
 QZ0664;UTM  11      - 5,056,241.995   641,120.306   MT  0.99984484   +1 17 42.4
 QZ0664
 QZ0664                          SUPERSEDED SURVEY CONTROL
 QZ0664
 QZ0664  NAD 83(1986)-  45 38 43.33991(N)    115 11 20.49887(W) AD(       ) 4
 QZ0664  NAD 27      -  45 38 43.65365(N)    115 11 17.08040(W) AD(       ) 3
 QZ0664
 QZ0664.Superseded values are not recommended for survey control.
 QZ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0664.See file dsdata.txt to determine how the superseded data were derived.
 QZ0664
 QZ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL4112056242(NAD 83)
 QZ0664
 QZ0664  HISTORY     - Date     Condition        Report By
 QZ0664  HISTORY     - 1946     MONUMENTED       CGS
 QZ0664
 QZ0664                          STATION DESCRIPTION
 QZ0664
 QZ0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QZ0664'SEE STATION BOSTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0663 ***********************************************************************
 QZ0663  DESIGNATION -  BOSTON MT
 QZ0663  PID         -  QZ0663
 QZ0663  STATE/COUNTY-  ID/IDAHO
 QZ0663  USGS QUAD   -  BOSTON MTN (1992)
 QZ0663
 QZ0663                         *CURRENT SURVEY CONTROL
 QZ0663  ___________________________________________________________________
 QZ0663* NAD 83(1992)-  45 38 42.99227(N)    115 11 20.67309(W)     ADJUSTED  
 QZ0663* NAVD 88     -      2332.     (meters)    7651.     (feet)  SCALED    
 QZ0663  ___________________________________________________________________
 QZ0663  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 QZ0663  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 QZ0663
 QZ0663  HORZ ORDER  -  SECOND
 QZ0663
 QZ0663.The horizontal coordinates were established by classical geodetic methods
 QZ0663.and adjusted by the National Geodetic Survey in July 1992..
 QZ0663
 QZ0663.The orthometric height was scaled from a topographic map.
 QZ0663
 QZ0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0663
 QZ0663.The geoid height was determined by GEOID03.
 QZ0663
 QZ0663;                    North         East     Units Scale Factor Converg.
 QZ0663;SPC ID W     -   442,169.116   843,724.929   MT  0.99995683   +0 24 03.9
 QZ0663;UTM  11      - 5,056,231.261   641,116.913   MT  0.99984483   +1 17 42.3
 QZ0663
 QZ0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0663!SPC ID W     -   0.99963679  x   0.99995683  =   0.99959363
 QZ0663!UTM  11      -   0.99963679  x   0.99984483  =   0.99948167
 QZ0663
 QZ0663                          SUPERSEDED SURVEY CONTROL
 QZ0663
 QZ0663  NAD 83(1986)-  45 38 42.99476(N)    115 11 20.66674(W) AD(       ) 2
 QZ0663  NAD 27      -  45 38 43.30830(N)    115 11 17.24850(W) AD(       ) 2
 QZ0663
 QZ0663.Superseded values are not recommended for survey control.
 QZ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0663.See file dsdata.txt to determine how the superseded data were derived.
 QZ0663
 QZ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL4111756231(NAD 83)
 QZ0663
 QZ0663  HISTORY     - Date     Condition        Report By
 QZ0663  HISTORY     - 1935     MONUMENTED       CGS
 QZ0663
 QZ0663                          STATION DESCRIPTION
 QZ0663
 QZ0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QZ0663'SEE STATION BOSTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0280 ***********************************************************************
 OX0280  DESIGNATION -  BOTT
 OX0280  PID         -  OX0280
 OX0280  STATE/COUNTY-  ID/TETON
 OX0280  USGS QUAD   -  DRUMMOND (1965)
 OX0280
 OX0280                         *CURRENT SURVEY CONTROL
 OX0280  ___________________________________________________________________
 OX0280* NAD 83(1992)-  43 52 34.53697(N)    111 22 18.33326(W)     ADJUSTED  
 OX0280* NAVD 88     -      1825.325  (meters)    5988.59   (feet)  POSTED    
 OX0280  ___________________________________________________________________
 OX0280  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 OX0280  GEOID HEIGHT-         -10.32  (meters)                     GEOID03
 OX0280  DYNAMIC HT  -        1824.260 (meters)    5985.09  (feet)  COMP
 OX0280  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 OX0280
 OX0280  HORZ ORDER  -  FIRST
 OX0280  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0280
 OX0280.The horizontal coordinates were established by classical geodetic methods
 OX0280.and adjusted by the National Geodetic Survey in July 1992..
 OX0280
 OX0280.The orthometric height was determined by differential leveling
 OX0280.and adjusted by the National Geodetic Survey in 1992..
 OX0280.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0280.rate of 0.0 thru 1.0 mm/km.
 OX0280
 OX0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0280
 OX0280.The geoid height was determined by GEOID03.
 OX0280
 OX0280.The dynamic height is computed by dividing the NAVD 88
 OX0280.geopotential number by the normal gravity value computed on the
 OX0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0280.degrees latitude (g = 980.6199 gals.).
 OX0280
 OX0280.The modeled gravity was interpolated from observed gravity values.
 OX0280
 OX0280;                    North         East     Units Scale Factor Converg.
 OX0280;SPC ID E     -   245,754.241   263,885.577   MT  0.99999755   +0 33 03.5
 OX0280;UTM  12      - 4,858,196.650   470,132.650   MT  0.99961097   -0 15 27.6
 OX0280
 OX0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0280!SPC ID E     -   0.99971548  x   0.99999755  =   0.99971303
 OX0280!UTM  12      -   0.99971548  x   0.99961097  =   0.99932656
 OX0280
 OX0280|---------------------------------------------------------------------|
 OX0280| PID    Reference Object                     Distance      Geod. Az  |
 OX0280|                                                           dddmmss.s |
 OX0280| OX0281 BOTT RM 1                             6.638 METERS 06521     |
 OX0280| OX0273 CANYON CREEK                        APPROX. 7.3 KM 2501729.2 |
 OX0280| OX0279 BOTT RM 2                            13.558 METERS 25453     |
 OX0280|---------------------------------------------------------------------|
 OX0280
 OX0280                          SUPERSEDED SURVEY CONTROL
 OX0280
 OX0280  NAD 83(1986)-  43 52 34.53300(N)    111 22 18.31103(W) AD(       ) 1
 OX0280  NAD 27      -  43 52 34.83300(N)    111 22 15.48600(W) AD(       ) 1
 OX0280  NGVD 29 (??/??/92) 1824.143  (m)         5984.71   (f) ADJ UNCH    2 0
 OX0280
 OX0280.Superseded values are not recommended for survey control.
 OX0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0280.See file dsdata.txt to determine how the superseded data were derived.
 OX0280
 OX0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7013358197(NAD 83)
 OX0280_MARKER: DS = TRIANGULATION STATION DISK
 OX0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0280_STAMPING: BOTT 1946
 OX0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0280+STABILITY: SURFACE MOTION
 OX0280
 OX0280  HISTORY     - Date     Condition        Report By
 OX0280  HISTORY     - 1946     MONUMENTED       CGS
 OX0280  HISTORY     - 1951     GOOD             CGS
 OX0280  HISTORY     - 1951     GOOD             NGS
 OX0280  HISTORY     - 1964     GOOD             USGS
 OX0280
 OX0280                          STATION DESCRIPTION
 OX0280
 OX0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0280'THE STATION IS LOCATED ON THE NORTH SIDE OF ALTERNATE U.S.
 OX0280'HIGHWAY NO. 20 AT A POINT 13.4 MILES EAST OF NEWDALE AND NEAR THE
 OX0280'SOUTHWEST CORNER OF THE YARD FENCE AT FARM RESIDENCE OF
 OX0280'MR. BOTT.  IT IS A DISK SET IN A CONCRETE MONUMENT PROJECTING
 OX0280'ABOUT 5 INCHES AND IS STAMPED BOTT 1946.  IT IS 46-1/2 FEET
 OX0280'NORTH OF THE CENTER OF THE HIGHWAY, 3-1/2 FEET SOUTH OF A
 OX0280'FENCE LINE AND 22 FEET WEST BY SOUTH OF THE FENCE CORNER OF
 OX0280'THE HOUSE YARD.
 OX0280'
 OX0280'REFERENCE MARK NO. 1 IS A DISK SET IN A CONCRETE MONUMENT
 OX0280'PROJECTING ABOUT 6 INCHES AND IS STAMPED BOTT NO 1 1946.  IT
 OX0280'IS EAST OF THE STATION, 49 FEET NORTH OF THE CENTER OF THE
 OX0280'HIGHWAY AND 1 FOOT SOUTH OF THE YARD FENCE CORNER.
 OX0280'
 OX0280'REFERENCE MARK NO. 2 IS A DISK SET IN A CONCRETE MONUMENT
 OX0280'PROJECTING ABOUT 6 INCHES AND IS STAMPED BOTT NO 2 1946.
 OX0280'IT IS WEST OF THE STATION, 49 FEET NORTH OF THE CENTER OF THE
 OX0280'HIGHWAY AND 1 FOOT SOUTH OF THE FENCE LINE.
 OX0280'
 OX0280'THE AZIMUTH MARK IS A STATE OF IDAHO DEPT. OF PUBLIC WORKS
 OX0280'BOUNDARY STATE RIGHT OF WAY MARK, A BRASS DISK SET IN A 5
 OX0280'INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES AND
 OX0280'IS STAMPED BOTT AZI. MARK 1946.  IT IS 0.5 MILE WEST BY SOUTH
 OX0280'OF THE STATION AND 53 FEET SOUTH OF THE CENTER OF ALTERNATE
 OX0280'U.S. HIGHWAY NO. 20.
 OX0280'
 OX0280'TO REACH THE STATION FROM THE RAILROAD AND HIGHWAY CROSSING
 OX0280'IN NEWDALE GO EAST ON ALTERNATE U.S. HIGHWAY NO. 20 FOR 13.35
 OX0280'MILES (1.7 MILES EAST OF THE TETON-MADISON COUNTY LINE) TO A
 OX0280'LARGE COLLECTION OF BUILDINGS, RESIDENCE AND ELEVATOR OF FARM
 OX0280'OWNED BY MR. BOTT ON THE RIGHT AND THE STATION AS DESCRIBED.
 OX0280
 OX0280                          STATION RECOVERY (1951)
 OX0280
 OX0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 OX0280'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 OX0280'AS DESCRIBED ON PHOTOSTAT COPY OF ORIGINAL DESCRIPTION.  A
 OX0280'THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT
 OX0280'RECOVERED.
 OX0280
 OX0280                          STATION RECOVERY (1951)
 OX0280
 OX0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OX0280'12.7 MI SE FROM NEWDALE.
 OX0280'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0280'NEWDALE, THENCE 12.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 20, AND ABOUT
 OX0280'12.3 MILES NORTHWEST OF TETONIA, IDAHO, AT CLEMENTSVILLE, NEAR THE
 OX0280'SOUTHWEST CORNER OF A YARD, AROUND A LARGE RANCH HOUSE OWNED BY A MR.
 OX0280'BOTT, ACROSS THE HIGHWAY FROM THE TELEGRAPH LINE POLE NUMBER 481, 46
 OX0280'1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21.6 FEET SOUTHWEST
 OX0280'OF THE SOUTHWEST CORNER OF A PICKET FENCE IN FRONT OF THE RANCH HOUSE,
 OX0280'9.6 FEET SOUTH OF A WIRE FENCE, 3 1/2 FEET EAST OF A WITNESS POST, AND
 OX0280'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OX0280'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OX0280
 OX0280                          STATION RECOVERY (1964)
 OX0280
 OX0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OX0280'ALTERNATE U.S. HIGHWAY 20 MENTIONED IN THE
 OX0280'--TO REACH-- DESCRIPTION IS NOW DESIGNATED AS STATE HIGHWAY 33.
 OX0280'
 OX0280'STATION MARK--A DISK STAMPED---BOTT 1946---, SET IN A CONCRETE
 OX0280'MONUMENT PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0281 ***********************************************************************
 OX0281  DESIGNATION -  BOTT RM 1
 OX0281  PID         -  OX0281
 OX0281  STATE/COUNTY-  ID/TETON
 OX0281  USGS QUAD   -  DRUMMOND (1965)
 OX0281
 OX0281                         *CURRENT SURVEY CONTROL
 OX0281  ___________________________________________________________________
 OX0281* NAD 83(1986)-  43 52 34.     (N)    111 22 18.     (W)     SCALED    
 OX0281* NAVD 88     -      1825.551  (meters)    5989.33   (feet)  POSTED    
 OX0281  ___________________________________________________________________
 OX0281  GEOID HEIGHT-         -10.32  (meters)                     GEOID03
 OX0281  DYNAMIC HT  -        1824.490 (meters)    5985.85  (feet)  COMP
 OX0281  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 OX0281
 OX0281  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0281
 OX0281.The horizontal coordinates were scaled from a topographic map and have
 OX0281.an estimated accuracy of +/- 6 seconds.
 OX0281
 OX0281.The orthometric height was determined by differential leveling
 OX0281.and adjusted by the National Geodetic Survey in 1992..
 OX0281.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0281.rate of 0.0 thru 1.0 mm/km.
 OX0281
 OX0281.The geoid height was determined by GEOID03.
 OX0281
 OX0281.The dynamic height is computed by dividing the NAVD 88
 OX0281.geopotential number by the normal gravity value computed on the
 OX0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0281.degrees latitude (g = 980.6199 gals.).
 OX0281
 OX0281.The modeled gravity was interpolated from observed gravity values.
 OX0281
 OX0281;                    North         East    Units  Estimated Accuracy
 OX0281;SPC ID E     -   245,740.      263,890.      MT  (+/- 180 meters Scaled)
 OX0281
 OX0281                          SUPERSEDED SURVEY CONTROL
 OX0281
 OX0281  NGVD 29 (??/??/92) 1824.369  (m)         5985.45   (f) ADJ UNCH    2 0
 OX0281
 OX0281.Superseded values are not recommended for survey control.
 OX0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0281.See file dsdata.txt to determine how the superseded data were derived.
 OX0281
 OX0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP701581(NAD 83)
 OX0281_MARKER: DR = REFERENCE MARK DISK
 OX0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0281_STAMPING: BOTT NO 1 1946
 OX0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0281+STABILITY: SURFACE MOTION
 OX0281
 OX0281  HISTORY     - Date     Condition        Report By
 OX0281  HISTORY     - 1946     MONUMENTED       CGS
 OX0281  HISTORY     - 1951     GOOD             NGS
 OX0281
 OX0281                          STATION DESCRIPTION
 OX0281
 OX0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0281'12.7 MI SE FROM NEWDALE.
 OX0281'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0281'NEWDALE, THENCE 12.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 20, AT
 OX0281'CLEMENTSVILLE, AT THE SOUTHWEST CORNER OF A PICKET FENCE, 49 FEET
 OX0281'NORTH OF THE CENTER LINE OF THE HIGHWAY, 21.8 FEET EAST OF THE
 OX0281'TRIANGULATION STATION, 1.4 FEET SOUTH OF THE SOUTHWEST FENCE CORNER,
 OX0281'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 OX0281'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0279 ***********************************************************************
 OX0279  DESIGNATION -  BOTT RM 2
 OX0279  PID         -  OX0279
 OX0279  STATE/COUNTY-  ID/TETON
 OX0279  USGS QUAD   -  DRUMMOND (1965)
 OX0279
 OX0279                         *CURRENT SURVEY CONTROL
 OX0279  ___________________________________________________________________
 OX0279* NAD 83(1986)-  43 52 34.     (N)    111 22 18.     (W)     SCALED    
 OX0279* NAVD 88     -      1824.927  (meters)    5987.28   (feet)  POSTED    
 OX0279  ___________________________________________________________________
 OX0279  GEOID HEIGHT-         -10.32  (meters)                     GEOID03
 OX0279  DYNAMIC HT  -        1823.860 (meters)    5983.78  (feet)  COMP
 OX0279  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 OX0279
 OX0279  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0279
 OX0279.The horizontal coordinates were scaled from a topographic map and have
 OX0279.an estimated accuracy of +/- 6 seconds.
 OX0279
 OX0279.The orthometric height was determined by differential leveling
 OX0279.and adjusted by the National Geodetic Survey in 1992..
 OX0279.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0279.rate of 0.0 thru 1.0 mm/km.
 OX0279
 OX0279.The geoid height was determined by GEOID03.
 OX0279
 OX0279.The dynamic height is computed by dividing the NAVD 88
 OX0279.geopotential number by the normal gravity value computed on the
 OX0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0279.degrees latitude (g = 980.6199 gals.).
 OX0279
 OX0279.The modeled gravity was interpolated from observed gravity values.
 OX0279
 OX0279;                    North         East    Units  Estimated Accuracy
 OX0279;SPC ID E     -   245,740.      263,890.      MT  (+/- 180 meters Scaled)
 OX0279
 OX0279                          SUPERSEDED SURVEY CONTROL
 OX0279
 OX0279  NGVD 29 (??/??/92) 1823.745  (m)         5983.40   (f) ADJ UNCH    2 0
 OX0279
 OX0279.Superseded values are not recommended for survey control.
 OX0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0279.See file dsdata.txt to determine how the superseded data were derived.
 OX0279
 OX0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP701581(NAD 83)
 OX0279_MARKER: DR = REFERENCE MARK DISK
 OX0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0279_STAMPING: BOTT NO2 1946
 OX0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0279+STABILITY: SURFACE MOTION
 OX0279
 OX0279  HISTORY     - Date     Condition        Report By
 OX0279  HISTORY     - 1946     MONUMENTED       CGS
 OX0279  HISTORY     - 1951     GOOD             NGS
 OX0279
 OX0279                          STATION DESCRIPTION
 OX0279
 OX0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0279'12.7 MI SE FROM NEWDALE.
 OX0279'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0279'NEWDALE, THENCE 12.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 20, AT
 OX0279'CLEMENTSVILLE, 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 44.5
 OX0279'FEET WEST OF A TRIANGULATION STATION, 6.6 FEET SOUTH OF A WIRE FENCE,
 OX0279'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 OX0279'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1029 ***********************************************************************
 TO1029  DESIGNATION -  BOTTLE
 TO1029  PID         -  TO1029
 TO1029  STATE/COUNTY-  ID/BONNER
 TO1029  USGS QUAD   -  ODEN BAY (1996)
 TO1029
 TO1029                         *CURRENT SURVEY CONTROL
 TO1029  ___________________________________________________________________
 TO1029* NAD 83(1992)-  48 15 20.57057(N)    116 26 57.79688(W)     ADJUSTED  
 TO1029* NAVD 88     -       629.     (meters)    2064.     (feet)  SCALED    
 TO1029  ___________________________________________________________________
 TO1029  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 TO1029  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TO1029
 TO1029  HORZ ORDER  -  THIRD
 TO1029
 TO1029.The horizontal coordinates were established by classical geodetic methods
 TO1029.and adjusted by the National Geodetic Survey in July 1992..
 TO1029
 TO1029.The orthometric height was scaled from a topographic map.
 TO1029
 TO1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1029
 TO1029.The geoid height was determined by GEOID03.
 TO1029
 TO1029;                    North         East     Units Scale Factor Converg.
 TO1029;SPC ID W     -   732,435.298   748,069.975   MT  0.99996646   -0 31 18.6
 TO1029;UTM  11      - 5,344,868.939   540,869.720   MT  0.99962052   +0 24 39.0
 TO1029
 TO1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1029!SPC ID W     -   0.99990409  x   0.99996646  =   0.99987055
 TO1029!UTM  11      -   0.99990409  x   0.99962052  =   0.99952464
 TO1029
 TO1029:                Primary Azimuth Mark                     Grid Az
 TO1029:SPC ID W     -  NEWMAN                                   193 10 56.0
 TO1029:UTM  11      -  NEWMAN                                   192 14 58.4
 TO1029
 TO1029|---------------------------------------------------------------------|
 TO1029| PID    Reference Object                     Distance      Geod. Az  |
 TO1029|                                                           dddmmss.s |
 TO1029| TO1007 NEWMAN                              APPROX. 1.7 KM 1923937.4 |
 TO1029|---------------------------------------------------------------------|
 TO1029
 TO1029                          SUPERSEDED SURVEY CONTROL
 TO1029
 TO1029  NAD 83(1986)-  48 15 20.58077(N)    116 26 57.79069(W) AD(       ) 3
 TO1029  NAD 27      -  48 15 20.84517(N)    116 26 54.11095(W) AD(       ) 3
 TO1029
 TO1029.Superseded values are not recommended for survey control.
 TO1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1029.See file dsdata.txt to determine how the superseded data were derived.
 TO1029
 TO1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4087044869(NAD 83)
 TO1029_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1029_SETTING: 66 = SET IN ROCK OUTCROP
 TO1029
 TO1029  HISTORY     - Date     Condition        Report By
 TO1029  HISTORY     - 1947     MONUMENTED       CGS
 TO1029
 TO1029                          STATION DESCRIPTION
 TO1029
 TO1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO1029'THE STATION IS AT THE NORTH END OF PEND OREILLE LAKE ON BOTTLE
 TO1029'BAY POINT.  THE STATION IS ON WESTERLY OF TWO PRONGS MAKING
 TO1029'UP THE POINT.  THE POINT IS OF CRAGGY ROCK HAVING VERY LITTLE
 TO1029'VEGETATION NEAR WATERS EDGE.  SUNNYSIDE IS JUST VISIBLE FROM
 TO1029'HERE.  THE MARK IS SET IN OUTCROP 18 FEET ABOVE MEAN WINTER
 TO1029'LAKE LEVEL AND ABOUT 5 METERS FROM LAKE EDGE.  THE STATION
 TO1029'SHOULD BE VISITED BY BOAT.
 TO1029'
 TO1029'R.M. NO. 1 IS IN OUTCROP NORTHEAST OF STATION AND AT ABOUT
 TO1029'THE SAME ELEVATION.
 TO1029'
 TO1029'R.M. NO. 2 IS IN OUTCROP SOUTH OF STATION NEAR FRINGE OF
 TO1029'TREES.  IT IS ABOUT 3 FEET HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1050 ***********************************************************************
 NV1050  DESIGNATION -  BOULDER
 NV1050  PID         -  NV1050
 NV1050  STATE/COUNTY-  ID/TWIN FALLS
 NV1050  USGS QUAD   -  HOPPER GULCH (1978)
 NV1050
 NV1050                         *CURRENT SURVEY CONTROL
 NV1050  ___________________________________________________________________
 NV1050* NAD 83(1994)-  42 07 45.00285(N)    114 28 32.51714(W)     ADJUSTED  
 NV1050* NAVD 88     -      1842.7    (meters)    6046.     (feet)  VERTCON   
 NV1050  ___________________________________________________________________
 NV1050  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 NV1050  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 NV1050
 NV1050  HORZ ORDER  -  SECOND
 NV1050
 NV1050.The horizontal coordinates were established by classical geodetic methods
 NV1050.and adjusted by the National Geodetic Survey in June 1998..
 NV1050
 NV1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1050
 NV1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1050
 NV1050.The geoid height was determined by GEOID03.
 NV1050
 NV1050;                    North         East     Units Scale Factor Converg.
 NV1050;SPC ID C     -    51,477.385   460,669.788   MT  0.99996639   -0 19 08.8
 NV1050;UTM  11      - 4,667,201.818   708,640.141   MT  1.00013565   +1 41 38.1
 NV1050
 NV1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1050!SPC ID C     -   0.99971344  x   0.99996639  =   0.99967984
 NV1050!UTM  11      -   0.99971344  x   1.00013565  =   0.99984905
 NV1050
 NV1050|---------------------------------------------------------------------|
 NV1050| PID    Reference Object                     Distance      Geod. Az  |
 NV1050|                                                           dddmmss.s |
 NV1050| CD4314 BOULDER RM 1                          8.949 METERS 04207     |
 NV1050| CD4315 BOULDER RM 2                          7.727 METERS 17625     |
 NV1050| NV1062 SHEEP                               APPROX. 2.8 KM 2774340.5 |
 NV1050|---------------------------------------------------------------------|
 NV1050
 NV1050                          SUPERSEDED SURVEY CONTROL
 NV1050
 NV1050  NAD 83(1994)-  42 07 45.00223(N)    114 28 32.51703(W) AD(       ) 2
 NV1050  NAD 83(1992)-  42 07 45.00004(N)    114 28 32.51660(W) AD(       ) 2
 NV1050  NAD 83(1986)-  42 07 44.99966(N)    114 28 32.51527(W) AD(       ) 2
 NV1050  NAD 27      -  42 07 45.31500(N)    114 28 29.40200(W) AD(       ) 2
 NV1050  NGVD 29 (07/19/86) 1841.6    (m)         6042.     (f) VERT ANG       
 NV1050
 NV1050.Superseded values are not recommended for survey control.
 NV1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1050.See file dsdata.txt to determine how the superseded data were derived.
 NV1050
 NV1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG0864067202(NAD 83)
 NV1050_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1050_SETTING: 80 = SET IN A BOULDER
 NV1050_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NV1050
 NV1050  HISTORY     - Date     Condition        Report By
 NV1050  HISTORY     - 1947     MONUMENTED       CGS
 NV1050
 NV1050                          STATION DESCRIPTION
 NV1050
 NV1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1050'STATION IS ON A LOW ROCKY SAGE COVERED HILL ABOUT 13-1/2
 NV1050'MILES N. OF THE IDAHO-NEVADA STATE LINE, ABOUT 10 MILES S.E.
 NV1050'OF ROGERSON, ABOUT 1-1/2 MILES E. OF A GRADED ROAD, AND ABOUT
 NV1050'0.1 MILE S.E. OF A SIMILAR HILL WHICH IS ABOUT 10 FEET HIGHER
 NV1050'THAN THE STATION.
 NV1050'
 NV1050'STATION MARK IS STANDARD DISK SET IN BOULDER PROJECTING ABOUT
 NV1050'6 IN, IS STAMPED BOULDER 1947.
 NV1050'
 NV1050'REFERENCE MARK NO. 1 IS STANDARD DISK, NOTE 12C, PROJECTS
 NV1050'ABOUT 6 IN.  IT IS STAMPED BOULDER NO 1 1947.
 NV1050'
 NV1050'REFERENCE MARK NO. 2 IS STANDARD DISK, NOTE 12C, PROJECTS ABOUT
 NV1050'8 IN.  IT IS STAMPED BOULDER NO 2 1947.
 NV1050'
 NV1050'AZIMUTH MARK IS STATION SHEEP.
 NV1050'
 NV1050'TO REACH FROM THE POST OFFICE IN ROGERSON GO N ON U.S. 93
 NV1050'FOR 1.0 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO 4.9 MILES
 NV1050'TO T ROAD INTERSECTION, TURN RIGHT AND GO 2.4 MILES TO FORKS
 NV1050'AND SIGN MAGIC HOT SPRINGS, KEEP RIGHT AND GO 3.2 MILES TO WIRE
 NV1050'GATE ON LEFT, GO THROUGH GATE AND GO 0.8 MILE ON TRACK ROAD
 NV1050'TO A FORKS AT OLD LOG BARN, KEEP LEFT ON MAIN TRAVELED ROAD
 NV1050'FOR 1.0 MILE TO A DIM SIDE ROAD LEFT (VERY FAINT), TURN LEFT
 NV1050'FOR ABOUT 0.2 MILE AND THEN LEAVE DIM ROAD, BEARING TO THE
 NV1050'RIGHT THROUGH HEAVY BOULDERS AND SAGEBRUSH FOR ABOUT 0.1 MILE
 NV1050'TO STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0966 ***********************************************************************
 OZ0966  DESIGNATION -  BOULDER
 OZ0966  PID         -  OZ0966
 OZ0966  STATE/COUNTY-  ID/BLAINE
 OZ0966  USGS QUAD   -  EASLEY HOT SPRINGS (1970)
 OZ0966
 OZ0966                         *CURRENT SURVEY CONTROL
 OZ0966  ___________________________________________________________________
 OZ0966* NAD 83(1992)-  43 49 57.41809(N)    114 31 06.10603(W)     ADJUSTED  
 OZ0966* NAVD 88     -      3348.6    (meters)   10986.     (feet)  VERTCON   
 OZ0966  ___________________________________________________________________
 OZ0966  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 OZ0966  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 OZ0966
 OZ0966  HORZ ORDER  -  SECOND
 OZ0966
 OZ0966.The horizontal coordinates were established by classical geodetic methods
 OZ0966.and adjusted by the National Geodetic Survey in July 1992..
 OZ0966
 OZ0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0966
 OZ0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0966
 OZ0966.The geoid height was determined by GEOID03.
 OZ0966
 OZ0966;                    North         East     Units Scale Factor Converg.
 OZ0966;SPC ID C     -   240,728.663   458,309.558   MT  0.99996874   -0 21 32.4
 OZ0966;UTM  11      - 4,856,275.623   699,524.196   MT  1.00008967   +1 43 09.2
 OZ0966
 OZ0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0966!SPC ID C     -   0.99947709  x   0.99996874  =   0.99944584
 OZ0966!UTM  11      -   0.99947709  x   1.00008967  =   0.99956671
 OZ0966
 OZ0966:                Primary Azimuth Mark                     Grid Az
 OZ0966:SPC ID C     -  RYAN                                     048 46 55.3
 OZ0966:UTM  11      -  RYAN                                     046 42 13.7
 OZ0966
 OZ0966|---------------------------------------------------------------------|
 OZ0966| PID    Reference Object                     Distance      Geod. Az  |
 OZ0966|                                                           dddmmss.s |
 OZ0966| OZ0926 RYAN                                APPROX.11.7 KM 0482522.9 |
 OZ0966| CD4317 BOULDER RM 2                          4.573 METERS 10927     |
 OZ0966| CD4316 BOULDER RM 1                          5.248 METERS 21456     |
 OZ0966|---------------------------------------------------------------------|
 OZ0966
 OZ0966                          SUPERSEDED SURVEY CONTROL
 OZ0966
 OZ0966  NAD 83(1986)-  43 49 57.41706(N)    114 31 06.10031(W) AD(       ) 2
 OZ0966  NAD 27      -  43 49 57.75746(N)    114 31 02.89384(W) AD(       ) 2
 OZ0966  NGVD 29 (07/19/86) 3347.1    (m)        10981.     (f) VERT ANG       
 OZ0966
 OZ0966.Superseded values are not recommended for survey control.
 OZ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0966.See file dsdata.txt to determine how the superseded data were derived.
 OZ0966
 OZ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ9952456276(NAD 83)
 OZ0966_MARKER: DD = SURVEY DISK
 OZ0966_SETTING: 0 = UNSPECIFIED SETTING
 OZ0966
 OZ0966  HISTORY     - Date     Condition        Report By
 OZ0966  HISTORY     - 1967     MONUMENTED       USGS
 OZ0966  HISTORY     - 1970     GOOD             USGS
 OZ0966
 OZ0966                          STATION DESCRIPTION
 OZ0966
 OZ0966'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JJW)
 OZ0966'LOCATED ABOUT 13 MI NW. OF KETCHUM.  ABOUT 3.5 MI NE. OF RUSSIAN
 OZ0966'JOHN GUARD STATION.  ON THE HIGHEST POINT OF BOULDER PEAK.
 OZ0966'
 OZ0966'REACHED BY HELICOPTER.
 OZ0966'
 OZ0966'STATION MARK--A STANDARD TABLET STAMPED BOULDER 1967 MOUNTED ON
 OZ0966'A COPPERWELD ROD FLUSH WITH GROUND.
 OZ0966'
 OZ0966'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED REFERENCE
 OZ0966'MARK NO 1 1967.
 OZ0966'
 OZ0966'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED REFERENCE
 OZ0966'MARK NO 2 1967 MOUNTED ON A COPPERWELD ROD FLUSH WITH GROUND.
 OZ0966
 OZ0966                          STATION RECOVERY (1970)
 OZ0966
 OZ0966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OZ0966'LOCATED ABOUT 13 MI NW. OF KETCHUM.  ABOUT 3.5 MI NE. OF RUSSIAN
 OZ0966'JOHN GUARD STATION.  ON THE HIGHEST POINT OF BOULDER PEAK.
 OZ0966'
 OZ0966'REACHED BY HELICOPTER.
 OZ0966'
 OZ0966'STATION MARK--A STANDARD USGS TABLET STAMPED BOULDER 1967 MOUNTED
 OZ0966'ON A COPPERWELD ROD FLUSH WITH GROUND.
 OZ0966'
 OZ0966'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED REFERENCE
 OZ0966'MARK NO 1 1967 MOUNTED ON COPPERWELD ROD DRIVEN IN GROUND.
 OZ0966'
 OZ0966'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED REFERENCE MARK
 OZ0966'NO 2 1967 MOUNTED ON A COPPERWELD ROD FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1179 ***********************************************************************
 NV1179  DESIGNATION -  BOUND
 NV1179  PID         -  NV1179
 NV1179  STATE/COUNTY-  ID/OWYHEE
 NV1179  USGS QUAD   -  BLACK LEG CREEK (1979)
 NV1179
 NV1179                         *CURRENT SURVEY CONTROL
 NV1179  ___________________________________________________________________
 NV1179* NAD 83(1992)-  42 00 49.32600(N)    115 49 50.41991(W)     ADJUSTED  
 NV1179* NAVD 88     -      1917.0    (meters)    6289.     (feet)  VERTCON   
 NV1179  ___________________________________________________________________
 NV1179  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 NV1179  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 NV1179
 NV1179  HORZ ORDER  -  THIRD
 NV1179
 NV1179.The horizontal coordinates were established by classical geodetic methods
 NV1179.and adjusted by the National Geodetic Survey in July 1992..
 NV1179
 NV1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1179
 NV1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1179
 NV1179.The geoid height was determined by GEOID03.
 NV1179
 NV1179;                    North         East     Units Scale Factor Converg.
 NV1179;SPC ID W     -    38,545.819   793,318.126   MT  0.99993388   -0 03 14.4
 NV1179;SPC NV E     - 8,806,249.406   179,514.225   MT  0.99990516   -0 09 56.0
 NV1179;SPC NV E     -28,891,836.59    588,956.25   sFT  0.99990516   -0 09 56.0
 NV1179;UTM  11      - 4,651,958.826   596,820.882   MT  0.99971535   +0 46 57.7
 NV1179
 NV1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1179!SPC ID W     -   0.99970197  x   0.99993388  =   0.99963587
 NV1179!SPC NV E     -   0.99970197  x   0.99990516  =   0.99960716
 NV1179!UTM  11      -   0.99970197  x   0.99971535  =   0.99941740
 NV1179
 NV1179:                Primary Azimuth Mark                     Grid Az
 NV1179:SPC ID W     -  BOUND AZ MK                              024 16 36.3
 NV1179:SPC NV E     -  BOUND AZ MK                              024 23 17.9
 NV1179:UTM  11      -  BOUND AZ MK                              023 26 24.2
 NV1179
 NV1179|---------------------------------------------------------------------|
 NV1179| PID    Reference Object                     Distance      Geod. Az  |
 NV1179|                                                           dddmmss.s |
 NV1179| CD4318 BOUND AZ MK                                        0241321.9 |
 NV1179| CD4319 BOUND RM 1                            4.668 METERS 11516     |
 NV1179| NV1180 CAIRN I                               3.658 METERS 15805     |
 NV1179| CD4320 BOUND RM 2                           13.028 METERS 19501     |
 NV1179|---------------------------------------------------------------------|
 NV1179
 NV1179                          SUPERSEDED SURVEY CONTROL
 NV1179
 NV1179  NAD 83(1986)-  42 00 49.32610(N)    115 49 50.41968(W) AD(       ) 3
 NV1179  NAD 27      -  42 00 49.67500(N)    115 49 47.09500(W) AD(       ) 3
 NV1179  NGVD 29 (07/19/86) 1915.8    (m)         6285.     (f) VERT ANG       
 NV1179
 NV1179.Superseded values are not recommended for survey control.
 NV1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1179.See file dsdata.txt to determine how the superseded data were derived.
 NV1179
 NV1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG9682151959(NAD 83)
 NV1179_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1179_SETTING: 66 = SET IN ROCK OUTCROP
 NV1179
 NV1179  HISTORY     - Date     Condition        Report By
 NV1179  HISTORY     - 1956     MONUMENTED       CGS
 NV1179
 NV1179                          STATION DESCRIPTION
 NV1179
 NV1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NV1179'THE STATION IS ON A LOW, ROUND HILL THAT IS COVERED WITH FLAT
 NV1179'SHALE ROCK AND GRASS.  IT IS ABOUT 14 MILES, AIRLINE, NORTHEAST
 NV1179'OF MOUNTAIN CITY, NEVADA, ABOUT 9 MILES, AIRLINE, WEST NORTHWEST
 NV1179'OF THE VILLAGE OF ROWLAND, NEVADA, NOW ABANDON, AND THOUGHT
 NV1179'TO BE ON THE IDAHO-NEVADA STATE LINE.
 NV1179'
 NV1179'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN CITY,
 NV1179'GO SOUTH ON STATE HIGHWAY 43 FOR 1.1 MILES TO A SIDE ROAD LEFT.
 NV1179'TURN LEFT ON DIRT ROAD AND GO EAST FOR 3.4 MILES TO A FORK,
 NV1179'JUST BEFORE REACHING A RANCH HOME.  TURN LEFT AND FOLLOW THE
 NV1179'MAIN TRAVELED ROAD FOR 4.9 MILES, NORTH, TO YANKEE BILL SUMMIT.
 NV1179'CONTINUE ON THE MAIN ROAD FOR 0.5 MILE TO A FORK.  TAKE THE
 NV1179'LEFT FORK AND CONTINUE NORTH ON THE MAIN TRAVELED ROAD FOR
 NV1179'2.7 MILES TO THE MERRITT CREEK BRIDGE AND A ROAD FORK JUST
 NV1179'BEYOND THE BRIDGE.  CROSS THE BRIDGE AND TAKE THE RIGHT FORK
 NV1179'AND GO 7.0 MILES TO A CATTLE GUARD AT THE NORTH BOUNDARY OF
 NV1179'THE HUMBOLDT NATIONAL FOREST.  CONTINUE ON THE MAIN
 NV1179'TRAVELED ROAD FOR 1.8 MILES TO THE STATION ON THE RIGHT,
 NV1179'EAST.  CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.2 MILE TO THE
 NV1179'AZIMUTH MARK ON THE RIGHT, EAST.
 NV1179'
 NV1179'THE STATION MARK IS A STANDARD DISK STAMPED BOUND 1956.  IT
 NV1179'IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  THE
 NV1179'MARK IS 0.1 MILE EAST OF A TRACK ROAD, THE MAIN TRAVELED ROAD
 NV1179'IN THE VICINITY, 12 FEET NORTH NORTHWEST OF A 6-FOOT CAIRN AND
 NV1179'7 FEET SOUTH OF A WHITE WITNESS POST.
 NV1179'
 NV1179'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOUND NO 1 1956.
 NV1179'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH AND
 NV1179'IS 10 FEET NORTHEAST OF A CAIRN.
 NV1179'
 NV1179'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOUND NO 2 1956.
 NV1179'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 NV1179'PROJECTS 3 INCHES.
 NV1179'
 NV1179'THE AZIMUTH MARK IS A 1-INCH DEEP DRILL HOLE IN A LARGE BOULDER
 NV1179'THAT IS THE PEAK OF A SMALL HILL.  IT IS 150 FEET EAST OF A
 NV1179'TRACK ROAD AND ON THE THIRD ROCKY POINT NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0953 ***********************************************************************
 RY0953  DESIGNATION -  BOUNDARY ET
 RY0953  PID         -  RY0953
 RY0953  STATE/COUNTY-  ID/IDAHO
 RY0953  USGS QUAD   -  BOUNDARY PEAK (1994)
 RY0953
 RY0953                         *CURRENT SURVEY CONTROL
 RY0953  ___________________________________________________________________
 RY0953* NAD 83(1992)-  46 22 08.86781(N)    115 31 24.89727(W)     ADJUSTED  
 RY0953* NAVD 88     -      1599.3    (meters)    5247.     (feet)  VERTCON   
 RY0953  ___________________________________________________________________
 RY0953  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 RY0953  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RY0953
 RY0953  HORZ ORDER  -  THIRD
 RY0953
 RY0953.The horizontal coordinates were established by classical geodetic methods
 RY0953.and adjusted by the National Geodetic Survey in July 1992..
 RY0953
 RY0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0953
 RY0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0953
 RY0953.The geoid height was determined by GEOID03.
 RY0953
 RY0953;                    North         East     Units Scale Factor Converg.
 RY0953;SPC ID W     -   522,493.088   817,420.880   MT  0.99993706   +0 09 50.0
 RY0953;UTM  11      - 5,136,120.810   613,559.228   MT  0.99975852   +1 04 07.5
 RY0953
 RY0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0953!SPC ID W     -   0.99975186  x   0.99993706  =   0.99968894
 RY0953!UTM  11      -   0.99975186  x   0.99975852  =   0.99951044
 RY0953
 RY0953:                Primary Azimuth Mark                     Grid Az
 RY0953:SPC ID W     -  FRENCHMAN BUTTE                          192 22 19.1
 RY0953:UTM  11      -  FRENCHMAN BUTTE                          191 28 01.6
 RY0953
 RY0953|---------------------------------------------------------------------|
 RY0953| PID    Reference Object                     Distance      Geod. Az  |
 RY0953|                                                           dddmmss.s |
 RY0953| RY0954 FRENCHMAN BUTTE                     APPROX. 6.0 KM 1923209.1 |
 RY0953| CH6506 BOUNDARY ET RM 1                      5.224 METERS 26516     |
 RY0953|---------------------------------------------------------------------|
 RY0953
 RY0953                          SUPERSEDED SURVEY CONTROL
 RY0953
 RY0953  NAD 83(1986)-  46 22 08.87378(N)    115 31 24.89644(W) AD(       ) 3
 RY0953  NAD 27      -  46 22 09.17940(N)    115 31 21.39806(W) AD(       ) 3
 RY0953  NGVD 29 (07/19/86) 1598.1    (m)         5243.     (f) VERT ANG       
 RY0953
 RY0953.Superseded values are not recommended for survey control.
 RY0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0953.See file dsdata.txt to determine how the superseded data were derived.
 RY0953
 RY0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM1355936121(NAD 83)
 RY0953_MARKER: DD = SURVEY DISK
 RY0953_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RY0953_SP_SET: OBJECT IMBEDDED IN GROUND
 RY0953
 RY0953  HISTORY     - Date     Condition        Report By
 RY0953  HISTORY     - 1964     MONUMENTED       USGS
 RY0953  HISTORY     - 1966     GOOD             USGS
 RY0953
 RY0953                          STATION DESCRIPTION
 RY0953
 RY0953'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0953'LOCATED ABOUT 15.5 MI SE. OF PIERCE, ON BARE RIDGE USED AS
 RY0953'HELIPORT.
 RY0953'
 RY0953'STATION MARK--STANDARD TABLET STAMPED---BOUNDARY ET 1964---, SET IN
 RY0953'CONCRETE FOOTING OF OLD LOT (TORN DOWN) 1.2 FT ABOVE GROUND.
 RY0953'
 RY0953'RM 1--STANDARD RM TABLET STAMPED---1964---.
 RY0953
 RY0953                          STATION RECOVERY (1966)
 RY0953
 RY0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RY0953'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 RY0953'
 RY0953'TO REACH FROM KOOSKIA, DRIVE 0.8 MI E. TOWARDS LOWELL TO BRIDGE
 RY0953'AND RD. FORK AT U.S. HWY. 12.  TURN RIGHT ONTO U.S. HWY. 12 13.3
 RY0953'MI TO Y-RD. FORK (SMITH CREEK RD.).  TURN LEFT 6.5 MI TO Y-RD.
 RY0953'FORK (JUNGLE POINT RD.).  TURN RIGHT FOLLOWING MAIN-TRAVELED RD.
 RY0953'9.8 MI TO X-RDS., KEEP RIGHT 0.25 MI TO Y-RD. FORK AT FAN CREEK
 RY0953'SADDLE.  TAKE LEFT FORK 11.4 MI TO CANYON MEADOWS WORK CENTER,
 RY0953'CONTINUE STRAIGHT AHEAD 1 MI TO Y-RD. FORK.  TAKE RIGHT FORK 6.2
 RY0953'MI TO RD. FORK (PETE FORK HUNTERS CAMP), TAKE RIGHT FORK 5.3 MI
 RY0953'TO RD. FORK, TAKE RIGHT FORK 1 MI TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3685 ***********************************************************************
 AA3685  CBN         -  This is a Cooperative Base Network Control Station.
 AA3685  DESIGNATION -  BOUNDARY ID OR NV
 AA3685  PID         -  AA3685
 AA3685  STATE/COUNTY-  ID/OWYHEE
 AA3685  USGS QUAD   -  STAR VALLEY KNOLL (1982)
 AA3685
 AA3685                         *CURRENT SURVEY CONTROL
 AA3685  ___________________________________________________________________
 AA3685* NAD 83(1992)-  42 00 00.90122(N)    117 01 34.42123(W)     ADJUSTED  
 AA3685* NAVD 88     -      1607.4    (meters)    5274.     (feet)  GPS OBS   
 AA3685  ___________________________________________________________________
 AA3685  X           -  -2,157,556.820 (meters)                     COMP
 AA3685  Y           -  -4,229,656.021 (meters)                     COMP
 AA3685  Z           -   4,246,688.376 (meters)                     COMP
 AA3685  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AA3685  ELLIP HEIGHT-        1589.93  (meters)          (11/14/01) GPS OBS
 AA3685  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 AA3685
 AA3685  HORZ ORDER  -  B
 AA3685  ELLP ORDER  -  FOURTH    CLASS II
 AA3685
 AA3685.The horizontal coordinates were established by GPS observations
 AA3685.and adjusted by the National Geodetic Survey in November 2001..
 AA3685
 AA3685.The orthometric height was determined by GPS observations and a
 AA3685.high-resolution geoid model.
 AA3685
 AA3685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3685
 AA3685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3685
 AA3685.The ellipsoidal height was determined by GPS observations
 AA3685.and is referenced to NAD 83.
 AA3685
 AA3685.The geoid height was determined by GEOID03.
 AA3685
 AA3685;                    North         East     Units Scale Factor Converg.
 AA3685;SPC ID W     -    37,836.683   694,270.061   MT  1.00007084   -0 51 14.6
 AA3685;UTM  11      - 4,649,804.352   497,827.858   MT  0.99960006   -0 01 03.2
 AA3685
 AA3685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3685!SPC ID W     -   0.99975069  x   1.00007084  =   0.99982152
 AA3685!UTM  11      -   0.99975069  x   0.99960006  =   0.99935085
 AA3685
 AA3685                          SUPERSEDED SURVEY CONTROL
 AA3685
 AA3685  NAD 83(1994)-  42 00 00.90007(N)    117 01 34.41971(W) AD(       ) B
 AA3685  ELLIP H (04/21/95) 1590.02   (m)                       GP(       ) 4 1
 AA3685
 AA3685.Superseded values are not recommended for survey control.
 AA3685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3685.See file dsdata.txt to determine how the superseded data were derived.
 AA3685
 AA3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG9782849804(NAD 83)
 AA3685_MARKER: DD = SURVEY DISK
 AA3685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3685_SP_SET: SANDSTONE POST IN CONCRETE PAD
 AA3685_STAMPING: 1867 OREGON IDAHO NEVADA 1993
 AA3685_MARK LOGO: BLM   
 AA3685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3685+STABILITY: SURFACE MOTION
 AA3685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3685+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2003
 AA3685
 AA3685  HISTORY     - Date     Condition        Report By
 AA3685  HISTORY     - 1993     MONUMENTED       BLM
 AA3685  HISTORY     - 19940814 GOOD             NGS
 AA3685  HISTORY     - 20030928 GOOD             DJC
 AA3685
 AA3685                          STATION DESCRIPTION
 AA3685
 AA3685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3685'STATION IS LOCATED ABOUT 56.6 KM (35.15 MI) EAST OF MCDERMITT, NV, AT
 AA3685'THE IDAHO, NEVADA, OREGON STATE BOUNDARY CORNER. TO REACH FROM THE
 AA3685'"SAY WHEN" CASINO IN MCDERMITT, NV, GO SOUTH ON US HIGHWAY 95 FOR 4.2
 AA3685'KM (2.60 MI) TO A PAVED ROAD LEFT(NORTH ROAD). TURN LEFT AND GO
 AA3685'EASTERLY FOR 10.5 KM (6.50 MI) TO PAVEMENT END AND A FORK.  TAKE THE
 AA3685'LEFT FORK AND GO UPHILL FOR 0.25 KM (0.15 MI) TO A THREE WAY FORK.
 AA3685'TAKE THE LEFT FORK FOR 0.25 KM (0.15 MI) TO A FORK. TAKE THE LEFT FORK
 AA3685'AND GO 0.5 KM (0.30 MI) TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR
 AA3685'6.2 KM (3.85 MI) TO A FENCELINE AND A CATTLEGUARD. CONTINUE STRAIGHT
 AA3685'AHEAD FOR 4.9 KM (3.05 MI) TO A SIDE ROAD RIGHT. CONTINUE STRAIGHT
 AA3685'AHEAD FOR 3.9 KM (2.40 MI) TO A FENCELINE AND A CATTLEGUARD.  CONTINUE
 AA3685'STRAIGHT AHEAD FOR 3.7 KM (2.30 MI) TO A CROSSROAD AND A SIGN (QUINN
 AA3685'RIVER 5, MCDERMITT 25, 18 THREE CORNERS, 19 ANDERSON CROSSING).  BEAR
 AA3685'LEFT, EASTERLY, ON A GRAVEL ROAD FOR 1.5 KM (0.95 MI) TO A FORK.  TAKE
 AA3685'THE RIGHT FORK AND GO 13.8 KM (8.55 MI) TO A FENCELINE AND A GATE.
 AA3685'CONTINUE STRAIGHT AHEAD FOR 10.6 KM (6.60 MI) TO A FENCELINE AND A
 AA3685'GATE.  PASS THROUGH GATE AND TURN RIGHT, EAST, ALONG THE NORTH SIDE OF
 AA3685'THE FENCE AND GO 0.25 KM (0.15 MI) TO A JOG IN THE FENCELINE.
 AA3685'CONTINUE AHEAD FOR 1.05 KM (0.65 MI) TO A JOG IN THE FENCELINE.
 AA3685'CONTINUE AHEAD FOR 0.3 KM (0.20 MI) TO THE STATION ON THE LEFT. THE
 AA3685'STATION IS A BRASS DISK SET INTO THE TOP OF A 25 CM TRIANGULAR PRECUT
 AA3685'SANDSTONE POST THAT PROJECTS 58 CM ABOVE A 1.4 BY 1.4 METER (4.6 FT)
 AA3685'CONCRETE PAD SURROUNDED BY ROCKS.  IT IS 122.0 M (400.3 FT)
 AA3685'WEST-NORTHWEST OF THE WEST ONE OF TWO WOOD BRACE POSTS IN THE
 AA3685'FENCELINE AND 27.6 M (90.6 FT) NORTH OF THE FENCELINE.
 AA3685
 AA3685                          STATION RECOVERY (2003)
 AA3685
 AA3685'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2003 (DJC)
 AA3685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0322 ***********************************************************************
 NW0322  DESIGNATION -  BOUNDARY ION CAIRN B
 NW0322  PID         -  NW0322
 NW0322  STATE/COUNTY-  ID/OWYHEE
 NW0322  USGS QUAD   -  STAR VALLEY KNOLL (1982)
 NW0322
 NW0322                         *CURRENT SURVEY CONTROL
 NW0322  ___________________________________________________________________
 NW0322* NAD 83(1992)-  42 00 00.90891(N)    117 01 34.44900(W)     ADJUSTED  
 NW0322* NAVD 88     -      1605.     (meters)    5266.     (feet)  SCALED    
 NW0322  ___________________________________________________________________
 NW0322  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 NW0322  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 NW0322
 NW0322  HORZ ORDER  -  SECOND
 NW0322
 NW0322.The horizontal coordinates were established by classical geodetic methods
 NW0322.and adjusted by the National Geodetic Survey in October 1991..
 NW0322
 NW0322.The orthometric height was scaled from a topographic map.
 NW0322
 NW0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0322
 NW0322.The geoid height was determined by GEOID03.
 NW0322
 NW0322;                    North         East     Units Scale Factor Converg.
 NW0322;SPC ID W     -    37,836.930   694,269.425   MT  1.00007084   -0 51 14.6
 NW0322;SPC NV E     - 8,805,733.367    80,465.511   MT  1.00007577   -0 57 56.2
 NW0322;SPC NV E     -28,890,143.55    263,993.93   sFT  1.00007577   -0 57 56.2
 NW0322;SPC OR S     -    43,026.109 1,787,749.253   MT  1.00010046   +2 22 35.6
 NW0322;SPC OR S     -   141,161.77  5,865,319.07   iFT  1.00010046   +2 22 35.6
 NW0322;UTM  11      - 4,649,804.590   497,827.219   MT  0.99960006   -0 01 03.2
 NW0322
 NW0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0322!SPC ID W     -   0.99975111  x   1.00007084  =   0.99982193
 NW0322!SPC NV E     -   0.99975111  x   1.00007577  =   0.99982686
 NW0322!SPC OR S     -   0.99975111  x   1.00010046  =   0.99985154
 NW0322!UTM  11      -   0.99975111  x   0.99960006  =   0.99935127
 NW0322
 NW0322                          SUPERSEDED SURVEY CONTROL
 NW0322
 NW0322  NAD 83(1986)-  42 00 00.91378(N)    117 01 34.45106(W) AD(       ) 2
 NW0322  NAD 27      -  42 00 01.30500(N)    117 01 30.99100(W) AD(       ) 2
 NW0322
 NW0322.Superseded values are not recommended for survey control.
 NW0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0322.See file dsdata.txt to determine how the superseded data were derived.
 NW0322
 NW0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG9782749805(NAD 83)
 NW0322
 NW0322  HISTORY     - Date     Condition        Report By
 NW0322  HISTORY     - 1956     MONUMENTED       CGS
 NW0322  HISTORY     - 1973     SEE DESCRIPTION  USGS
 NW0322
 NW0322                          STATION DESCRIPTION
 NW0322
 NW0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0322'ON THE NEVADA STATE LINE AT THE CORNER OF IDAHO AND OREGON.
 NW0322'IT IS ABOUT 6 MILES SOUTHWEST OF THE STAR VALLEY RANCH AND
 NW0322'12 MILES NORTHEAST OF THE CALICO RANCH, ON THE SUMMIT OF
 NW0322'A LOW, FLAT RIDGE COVERED WITH SAGE BRUSH AND ROCKS.
 NW0322'
 NW0322'THE LARGE CAIRN, DESCRIBED IN 1934 AS THE OLD
 NW0322'IDAHO-OREGON-NEVADA CORNER, IS ABOUT 5 FEET IN DIAMETER
 NW0322'AT THE BASE AND 3-1/2 FEET HIGH.
 NW0322'
 NW0322'THE TIE WAS MADE FROM TRIANGULATION STATION BOUNDARY I.O.N.
 NW0322'OFFSET 1934.
 NW0322'
 NW0322'THE CAIRN IS 834 FEET (254.2 METERS) EAST OF THE I.O.N. OFFSET.
 NW0322
 NW0322                          STATION RECOVERY (1973)
 NW0322
 NW0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RFW)
 NW0322'DESCRIBED IN 1934 AS THE OLD IDAHO-OREGON-NEVADA CORNER AND
 NW0322'IN 1956 NAMED CAIRN B.  THIS CAIRN IS STILL THE SIZE DESCRIBED
 NW0322'IN 1956 AND IS THE BOUNDARY MONUMENT ON THE NEVADA STATE
 NW0322'LINE FOR SW CORNER OF IDAHO AND THE SE CORNER OF OREGON.
 NW0322'THE TOP ROCK ON THE CAIRN IS A BROKEN ROCK WITH I SCRIBED
 NW0322'ON IT.  THERE IS ALSO A ROCK SCRIBED N 42 IN THE CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 MU0449 ***********************************************************************
 MU0449  DESIGNATION -  BOUNDARY ION OFFSET
 MU0449  PID         -  MU0449
 MU0449  STATE/COUNTY-  ID/OWYHEE
 MU0449  USGS QUAD   -  STAR VALLEY KNOLL (1982)
 MU0449
 MU0449                         *CURRENT SURVEY CONTROL
 MU0449  ___________________________________________________________________
 MU0449* NAD 83(1992)-  41 59 59.94104(N)    117 01 45.41814(W)     ADJUSTED  
 MU0449* NAVD 88     -      1618.38   (+/-2cm)    5309.6    (feet)  VERTCON   
 MU0449  ___________________________________________________________________
 MU0449  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 MU0449  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 MU0449
 MU0449  HORZ ORDER  -  SECOND
 MU0449  VERT ORDER  -  THIRD ? (See Below)
 MU0449
 MU0449.The horizontal coordinates were established by classical geodetic methods
 MU0449.and adjusted by the National Geodetic Survey in October 1991..
 MU0449
 MU0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 MU0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MU0449.The vertical order pertains to the NGVD 29 superseded value.
 MU0449
 MU0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0449
 MU0449.The geoid height was determined by GEOID03.
 MU0449
 MU0449;                    North         East     Units Scale Factor Converg.
 MU0449;SPC ID W     -    37,810.836   694,016.545   MT  1.00007150   -0 51 21.9
 MU0449;SPC NV E     - 8,805,707.766    80,212.579   MT  1.00007651   -0 58 03.5
 MU0449;SPC NV E     -28,890,059.56    263,164.10   sFT  1.00007651   -0 58 03.5
 MU0449;SPC OR S     -    42,985.805 1,787,498.238   MT  1.00010055   +2 22 28.1
 MU0449;SPC OR S     -   141,029.54  5,864,495.53   iFT  1.00010055   +2 22 28.1
 MU0449;UTM  11      - 4,649,774.821   497,574.866   MT  0.99960007   -0 01 10.5
 MU0449
 MU0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0449!SPC ID W     -   0.99974903  x   1.00007150  =   0.99982051
 MU0449!SPC NV E     -   0.99974903  x   1.00007651  =   0.99982552
 MU0449!SPC OR S     -   0.99974903  x   1.00010055  =   0.99984955
 MU0449!UTM  11      -   0.99974903  x   0.99960007  =   0.99934920
 MU0449
 MU0449|---------------------------------------------------------------------|
 MU0449| PID    Reference Object                     Distance      Geod. Az  |
 MU0449|                                                           dddmmss.s |
 MU0449| CD6955 BOUNDARY ION OFFSET RM 1             13.582 METERS 05446     |
 MU0449| NW0322 BOUNDARY ION CAIRN B                254.204 METERS 08315     |
 MU0449| CD6956 BOUNDARY ION OFFSET RM 2                           17022     |
 MU0449| MU0420 CALICO                              APPROX.29.4 KM 2321625.1 |
 MU0449| NW0324 BOUNDARY ION IRON PIPE               29.797 METERS 31353     |
 MU0449|---------------------------------------------------------------------|
 MU0449
 MU0449                          SUPERSEDED SURVEY CONTROL
 MU0449
 MU0449  NAD 83(1986)-  41 59 59.94593(N)    117 01 45.42018(W) AD(       ) 2
 MU0449  NAD 27      -  42 00 00.33700(N)    117 01 41.96000(W) AD(       ) 2
 MU0449  NGVD 29 (07/19/86) 1617.27   (m)         5306.0    (f) LEVELING    3  
 MU0449
 MU0449.Superseded values are not recommended for survey control.
 MU0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0449.See file dsdata.txt to determine how the superseded data were derived.
 MU0449
 MU0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG9757549775(NAD 83)
 MU0449_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MU0449_SETTING: 80 = SET IN A BOULDER
 MU0449_SP_SET: SET IN DRILL HOLE IN A BOULDER
 MU0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0449+STABILITY: SURFACE MOTION
 MU0449
 MU0449  HISTORY     - Date     Condition        Report By
 MU0449  HISTORY     - 1934     MONUMENTED       CGS
 MU0449  HISTORY     - 1937     SEE DESCRIPTION  CGS
 MU0449  HISTORY     - 1956     SEE DESCRIPTION  CGS
 MU0449  HISTORY     - 1973     SEE DESCRIPTION  USGS
 MU0449
 MU0449                          STATION DESCRIPTION
 MU0449
 MU0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 MU0449'STATION IS AT THE CORNER OF IDAHO AND OREGON ON THE NEVADA
 MU0449'LINE.  IT IS 6 MILES SOUTHWEST OF STAR VALLEY AND 12 MILES
 MU0449'NORTHEAST OF THE CALICO RANCH.  STATION IS ON A LOW, FLAT
 MU0449'RIDGE, ABOUT 30 YARDS WEST OF THE HIGHEST POINT.
 MU0449'
 MU0449'BEST REACHED FROM STAR VALLEY AS FOLLOWS--GO SOUTH ON THE
 MU0449'CALICO RANCH ROAD FOR 4.5 MILES (STATION BOUNDARY 150 MILE
 MU0449'IS 120 FEET WEST OF THE ROAD HERE), GO WEST ALONG THE BOUNDARY
 MU0449'LINE 2.0 MILES TO STATION.  A TRUCK CAN BE DRIVEN ACROSS
 MU0449'THE SAGE BRUSH TO STATION (THERE ARE DIM TRACKS ALONG THE
 MU0449'BOUNDARY).
 MU0449'
 MU0449'SURFACE MARK IS A STANDARD BRONZE DISK SET AS DESCRIBED
 MU0449'IN NOTE 4.
 MU0449'
 MU0449'THE G.L.O. PIPE IS MARKED AS FOLLOWS--T 41 S, R 48 E, S 24.
 MU0449'R 49E, S 19 1917, N.
 MU0449'
 MU0449'THE ROCK CAIRN IS SOUTH 13.5 FEET AND IS THE OLD BOUNDARY
 MU0449'MARK.  A LARGE ROCK CAIRN IS ABOUT 300 YARDS EAST, (THE OLD
 MU0449'IDAHO-OREGON-NEVADA CORNER).
 MU0449
 MU0449                          STATION RECOVERY (1937)
 MU0449
 MU0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LAM)
 MU0449'ABOUT 850 FEET WEST OF CORNER COMMON TO OREGON AND IDAHO
 MU0449'ON THE NEVADA LINE AND ABOUT 50 FEET SOUTH OF THE OREGON-NEVADA
 MU0449'BOUNDARY LINE.  POINT IS ABOUT 6 MILES SOUTHWEST OF STAR
 MU0449'VALLEY, IDAHO AND ABOUT 12 MILES NORTHEAST OF CALICO RANCH,
 MU0449'NEVADA.  FROM STAR VALLEY DRIVE SOUTH ON CALICO RANCH ROAD
 MU0449'4.5 MILES TO NEVADA-IDAHO BOUNDARY.  AT THIS POINT STATION
 MU0449'BOUNDARY MONUMENT 150 MILE IS 120 FEET WEST OF ROAD.  DRIVE
 MU0449'WEST ALONG BOUNDARY AND OVER SAGE BRUSH ABOUT 2 MILES
 MU0449'FOLLOWING DIM TRACKS TO POINT ABOUT 100 FEET WEST OF HIGHEST
 MU0449'POINT.
 MU0449'
 MU0449'STATION IS MARKED BY STANDARD DISKS IN CONCRETE.
 MU0449'
 MU0449'G.L.O. IRON PIPE MARKING NEVADA-OREGON BOUNDARY AT INTERSECTION
 MU0449'OF LINE BETWEEN RANGES 48 AND 49 EAST OF WILLAMETTE MERIDIAN
 MU0449'IS 22.71 METERS (74.5 FEET) NORTHWEST IN AZIMUTH 133 DEG
 MU0449'57 MIN 26.9 SEC.
 MU0449'
 MU0449'OLD BOUNDARY MARK CAIRN IS 4.11 METERS (13.5 FEET) SOUTH IN
 MU0449'AZIMUTH 11 DEG 16 MIN.  LARGE CAIRN, PROBABLY VERY CLOSE
 MU0449'TO OLD JOINT OREGON-IDAHO-NEVADA CORNER, IS ABOUT 850 FEET
 MU0449'EAST.
 MU0449
 MU0449                          STATION RECOVERY (1956)
 MU0449
 MU0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 MU0449'THE STATION MARK WAS RECOVERED AS DESCRIBED AND IN GOOD
 MU0449'CONDITION.  REFERENCE MARKS 1 AND 2 WERE ESTABLISHED.
 MU0449'
 MU0449'THE G.L.O. PIPE WAS RECOVERED, HOWEVER, IT HAS EVIDENTLY
 MU0449'BEEN MOVED A DISTANCE OF 23.11 FEET ON LINE AND NORTHWEST
 MU0449'OF ITS ORIGINAL POINT.  THE INSCRIBED CAP IS GONE AND ALL
 MU0449'THAT REMAINS IS A 2 1/2-INCH IRON PIPE FILLED WITH CONCRETE,
 MU0449'PROJECTING ABOUT 18 INCHES AND SURROUNDED WITH ROCKS.
 MU0449'
 MU0449'THE CAIRN DESCRIBED AS THE OLD BOUNDARY MARK (13.5 FEET SOUTH
 MU0449'OF THE STATION) IS GONE.  THE LARGE CAIRN DESCRIBED AS ABOUT
 MU0449'300 YARDS EAST OF THE STATION (THE OLD IDAHO-OREGON-NEVADA CORNER)
 MU0449'IS STILL INTACT.  A MEASURMENT WAS MADE TO IT FROM THE STATION.
 MU0449'
 MU0449'THE FOLLOWING IS AN ADAPTATION OF THE ORIGINAL DESCRIPTION
 MU0449'WITH ANY CHANGES AND ADDITIONS NOTED--
 MU0449'
 MU0449'THE STATION IS ON THE NEVADA STATE LINE AT THE CORNER OF
 MU0449'IDAHO AND OREGON.  IT IS ABOUT 6 MILES SOUTHWEST OF THE
 MU0449'STAR VALLEY RANCH AND 12 MILES NORTHEAST OF THE CALICO RANCH, ON
 MU0449'THE SUMMIT OF A LOW, FLAT RIDGE COVERED WITH SAGE BRUSH
 MU0449'AND ROCKS.
 MU0449'
 MU0449'TO REACH FROM THE TRIPLE FORK ABOUT 0.15 MILE WEST OF THE
 MU0449'CALICO RANCH HOUSE, GO SOUTH FOR 0.15 MILE TO A GATE.  GO THROUGH
 MU0449'GATE AND CONTINUE SOUTH FOR 1.6 MILES TO A SIDE ROAD LEFT.
 MU0449'TURN LEFT, EAST, FOR 2.85 MILES TO A CROSSROAD.  TURN LEFT
 MU0449'AND GO NORTHEASTERLY FOR 12.75 MILES TO A Y-FORK AND THE
 MU0449'REMAINS OF AN OLD ROCK HOUSE ON THE LEFT.  TAKE THE RIGHT
 MU0449'FORK AND GO NORTH-NORTHWEST AND NORTH FOR 0.9 MILE (STATION
 MU0449'BOUNDARY 150 MILE IS 120 FEET WEST OF THE ROAD AT THIS POINT),
 MU0449'THENCE CONTINUE NORTH FOR 1.75 MILES TO A REVERSE Y-FORK.
 MU0449'TURN SHARP LEFT, SOUTHWEST AND WEST FOR 3.1 MILES TO A POINT
 MU0449'WHERE YOU LEAVE THE ROAD.  TURN LEFT, SOUTH, AND GO ACROSS
 MU0449'COUNTRY FOR 0.4 MILE TO THE SUMMIT OF THE FIRST LOW KNOLL
 MU0449'AND THE STATION.  THIS IS ABOUT A 2-HOUR DRIVE FROM THE
 MU0449'CALICO RANCH HOUSE.
 MU0449'
 MU0449'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS
 MU0449'CEMENTED IN DRILL HOLES IN BOULDERS.
 MU0449'
 MU0449'THE STATION MARK, STAMPED BOUNDARY 1934, IS IN A BOULDER
 MU0449'PROJECTING ABOUT 6 INCHES.  IT IS 9 FEET NORTH OF A WITNESS
 MU0449'POST.  A LARGE CAIRN, ABOUT 3-1/2 FEET HIGH AND 5 FEET IN
 MU0449'DIAMETER AT THE BASE, IS 834 FEET EAST OF THE STATION.
 MU0449'
 MU0449'REFERENCE MARK 1, STAMPED BOUNDARY I.O.N. OFFSET NO. 1 1934,
 MU0449'IS IN A BOULDER PROJECTING ABOUT 4 INCHES.
 MU0449'
 MU0449'REFERENCE MARK 2, STAMPED BOUNDARY I.O.N. OFFSET NO. 2 1934,
 MU0449'IS IN A BOULDER PROJECTING ABOUT 6 INCHES.
 MU0449'
 MU0449'TRIANGULATION STATION ONIDA 1956, CAN BE USED FOR AN AZIMUTH.
 MU0449
 MU0449                          STATION RECOVERY (1973)
 MU0449
 MU0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RFW)
 MU0449'THE PREVIOUS DESCRIPTIONS FOR THIS STATION ARE SOMEWHAT
 MU0449'MISLEADING.  THE STATION IS NEAR THE POINT WHERE THE IDAHO-OREGON
 MU0449'STATE LINE JOINS THE NEVADA STATE LINE.  THE STATION IS
 MU0449'ACTUALLY IN HUMBOLDT COUNTY, NEVADA.
 MU0449'
 MU0449'SEE REPORTS FOR NEARBY STATIONS CAIRN B AND IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0611 ***********************************************************************
 QY0611  DESIGNATION -  BOUNDARY MARKER
 QY0611  PID         -  QY0611
 QY0611  STATE/COUNTY-  ID/LEMHI
 QY0611  USGS QUAD   -  WILLIAMS LAKE (1989)
 QY0611
 QY0611                         *CURRENT SURVEY CONTROL
 QY0611  ___________________________________________________________________
 QY0611* NAD 83(1992)-  45 03 06.88336(N)    113 53 37.20600(W)     ADJUSTED  
 QY0611* NAVD 88     -      1766.     (meters)    5794.     (feet)  SCALED    
 QY0611  ___________________________________________________________________
 QY0611  LAPLACE CORR-           9.68  (seconds)                    DEFLEC99
 QY0611  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 QY0611
 QY0611  HORZ ORDER  -  SECOND
 QY0611
 QY0611.The horizontal coordinates were established by classical geodetic methods
 QY0611.and adjusted by the National Geodetic Survey in July 1992..
 QY0611
 QY0611.The orthometric height was scaled from a topographic map.
 QY0611
 QY0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0611
 QY0611.The geoid height was determined by GEOID03.
 QY0611
 QY0611;                    North         East     Units Scale Factor Converg.
 QY0611;SPC ID C     -   376,085.658   508,375.900   MT  0.99994823   +0 04 30.9
 QY0611;UTM  12      - 4,992,791.248   272,140.759   MT  1.00023846   -2 02 55.9
 QY0611
 QY0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0611!SPC ID C     -   0.99972516  x   0.99994823  =   0.99967341
 QY0611!UTM  12      -   0.99972516  x   1.00023846  =   0.99996356
 QY0611
 QY0611                          SUPERSEDED SURVEY CONTROL
 QY0611
 QY0611  NAD 83(1986)-  45 03 06.88256(N)    113 53 37.20244(W) AD(       ) 2
 QY0611  NAD 27      -  45 03 07.15960(N)    113 53 33.96170(W) AD(       ) 2
 QY0611
 QY0611.Superseded values are not recommended for survey control.
 QY0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0611.See file dsdata.txt to determine how the superseded data were derived.
 QY0611
 QY0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ7214192791(NAD 83)
 QY0611
 QY0611  HISTORY     - Date     Condition        Report By
 QY0611  HISTORY     - 1957     MONUMENTED       CGS
 QY0611
 QY0611                          STATION DESCRIPTION
 QY0611
 QY0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QY0611'THE U.S. FOREST SERVICE BOUNDARY MARKER IS LOCATED ABOUT 8
 QY0611'MILES SOUTH OF SALMON AND 1-1/2 MILES EAST OF THE SALMON
 QY0611'RIVER, ON THE HIGHEST PART OF A GRASSY RIDGE THAT RUNS NORTHWEST
 QY0611'FROM SAL MOUNTAIN.
 QY0611'
 QY0611'THE MARKER IS AN 8 INCH POST SET IN THE CENTER OF A 2 FOOT
 QY0611'CAIRN.  THE CENTER OF THE POST WAS TRAVERSED TO ELI CR 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 MU0478 ***********************************************************************
 MU0478  DESIGNATION -  BOUNDARY MI 151 ID NV
 MU0478  PID         -  MU0478
 MU0478  STATE/COUNTY-  ID/OWYHEE
 MU0478  USGS QUAD   -  STAR VALLEY RIDGE WEST (1973)
 MU0478
 MU0478                         *CURRENT SURVEY CONTROL
 MU0478  ___________________________________________________________________
 MU0478* NAD 83(1992)-  41 59 55.82588(N)    116 59 20.86831(W)     ADJUSTED  
 MU0478* NAVD 88     -      1571.470  (meters)    5155.73   (feet)  POSTED    
 MU0478  ___________________________________________________________________
 MU0478  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 MU0478  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 MU0478  DYNAMIC HT  -        1570.370 (meters)    5152.12  (feet)  COMP
 MU0478  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 MU0478
 MU0478  HORZ ORDER  -  SECOND
 MU0478  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MU0478
 MU0478.The horizontal coordinates were established by classical geodetic methods
 MU0478.and adjusted by the National Geodetic Survey in October 1991..
 MU0478
 MU0478.The orthometric height was determined by differential leveling
 MU0478.and adjusted by the National Geodetic Survey in 1992..
 MU0478.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MU0478.rate of 0.0 thru 1.0 mm/km.
 MU0478
 MU0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 MU0478
 MU0478.The geoid height was determined by GEOID03.
 MU0478
 MU0478.The dynamic height is computed by dividing the NAVD 88
 MU0478.geopotential number by the normal gravity value computed on the
 MU0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MU0478.degrees latitude (g = 980.6199 gals.).
 MU0478
 MU0478.The modeled gravity was interpolated from observed gravity values.
 MU0478
 MU0478;                    North         East     Units Scale Factor Converg.
 MU0478;SPC ID W     -    37,634.946   697,341.257   MT  1.00006297   -0 49 45.1
 MU0478;SPC NV E     - 8,805,525.402    83,536.956   MT  1.00006685   -0 56 26.7
 MU0478;SPC NV E     -28,889,461.26    274,070.83   sFT  1.00006685   -0 56 26.7
 MU0478;SPC OR S     -    42,997.574 1,790,827.690   MT  1.00010096   +2 24 07.0
 MU0478;SPC OR S     -   141,068.16  5,875,418.93   iFT  1.00010096   +2 24 07.0
 MU0478;UTM  11      - 4,649,647.546   500,900.237   MT  0.99960001   +0 00 26.2
 MU0478
 MU0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MU0478!SPC ID W     -   0.99975638  x   1.00006297  =   0.99981934
 MU0478!SPC NV E     -   0.99975638  x   1.00006685  =   0.99982321
 MU0478!SPC OR S     -   0.99975638  x   1.00010096  =   0.99985732
 MU0478!UTM  11      -   0.99975638  x   0.99960001  =   0.99935649
 MU0478
 MU0478:                Primary Azimuth Mark                     Grid Az
 MU0478:SPC ID W     -  STAR RIDGE                               120 13 27.6
 MU0478:SPC NV E     -  STAR RIDGE                               120 20 09.2
 MU0478:SPC OR S     -  STAR RIDGE                               116 59 35.5
 MU0478:UTM  11      -  STAR RIDGE                               119 23 16.3
 MU0478
 MU0478|---------------------------------------------------------------------|
 MU0478| PID    Reference Object                     Distance      Geod. Az  |
 MU0478|                                                           dddmmss.s |
 MU0478| MU0477 STAR RIDGE                          APPROX. 9.0 KM 1192342.5 |
 MU0478|---------------------------------------------------------------------|
 MU0478
 MU0478                          SUPERSEDED SURVEY CONTROL
 MU0478
 MU0478  NAD 83(1986)-  41 59 55.83101(N)    116 59 20.87219(W) AD(       ) 2
 MU0478  NAD 27      -  41 59 56.22400(N)    116 59 17.42400(W) AD(       ) 2
 MU0478  NGVD 29 (07/19/86) 1570.38   (m)         5152.2    (f) LEVELING    3  
 MU0478
 MU0478.Superseded values are not recommended for survey control.
 MU0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MU0478.See file dsdata.txt to determine how the superseded data were derived.
 MU0478
 MU0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG0090049648(NAD 83)
 MU0478_MARKER: DS = TRIANGULATION STATION DISK
 MU0478_SETTING: 80 = SET IN A BOULDER
 MU0478_SP_SET: IN DRILL HOLE IN A BOULDER
 MU0478_STAMPING: BOUNDARY 1934
 MU0478_MARK LOGO: CGS   
 MU0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MU0478+STABILITY: SURFACE MOTION
 MU0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MU0478+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1973
 MU0478
 MU0478  HISTORY     - Date     Condition        Report By
 MU0478  HISTORY     - UNK      MONUMENTED       USGLO
 MU0478  HISTORY     - 1934     GOOD             CGS
 MU0478  HISTORY     - 1937     GOOD             CGS
 MU0478  HISTORY     - 19731022 GOOD             USGS
 MU0478
 MU0478                          STATION DESCRIPTION
 MU0478
 MU0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 MU0478'STATION IS ON THE IDAHO-NEVADA BOUNDARY LINE AT A POINT 4.5
 MU0478'MILES SOUTH OF STAR VALLEY, IDAHO AND 14 MILES NORTHEAST OF
 MU0478'THE CALICO RANCH, NEVADA, 2.0 MILES EAST OF THE CORNER OF THE
 MU0478'IDAHO AND OREGON BOUNDARY.  STATION IS 120 FEET WEST OF THE
 MU0478'STAR VALLEY-CALICO ROAD, AT A POINT 4.5 MILES SOUTH OF STAR
 MU0478'VALLEY AND 0.9 MILE NORTH OF THE STONE HOUSE IN THE CANYON
 MU0478'JUST NORTH OF A ROAD FORK.
 MU0478'
 MU0478'SURFACE MARK IS A STANDARD BRONZE DISK.
 MU0478'
 MU0478'THIS STATION WAS PLACED IN THE SAME POINT AS A ROCK CAIRN
 MU0478'THAT PROBABLY MARKED THE OLD IDAHO-NEVADA BOUNDARY.
 MU0478
 MU0478                          STATION RECOVERY (1937)
 MU0478
 MU0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (LAM)
 MU0478'LEWIS A. MC ARTHUR SUBMITTED THE QUERY AS THE ACCURACY OF
 MU0478'THIS STATION AS 150 MILE.  DESCRIPTION INDICATES STATION IS
 MU0478'ABOUT 2 MILES EAST OF SOUTHEAST CORNER OF OREGON, WHICH IS
 MU0478'KNOWN TO BE ABOUT 153 MILES.  STATION BOUNDARY I-O-N OFFSET
 MU0478'IS ALSO KNOWN TO BE CLOSE TO 153 MILES.  IT SEEMS PROBABLY,
 MU0478'THAT STATION 150 MILE IS REALLY AT 151 MILES, AS IT APPEARS
 MU0478'TO BE ABOUT 2 MILES EAST OF BOUNDARY I-O-N OFFSET.  CHECK
 MU0478'SHOULD BE MADE TO SEE IF THIS MARK IS ON NORTH LINE OF
 MU0478'HUMBOLDT COUNTY OR ELKO COUNTY, NEVADA.  MUST BE CLOSE TO
 MU0478'COUNTY LINE.
 MU0478
 MU0478                          STATION RECOVERY (1973)
 MU0478
 MU0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 MU0478'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 MU0478'FROM STAR VALLEY RANCH, NEVADA, PROCEED 1.8 MILES WEST TO A Y-ROAD,
 MU0478'THENCE 1.2 MILES SOUTHWEST ALONG DIRT ROAD TO A Y-ROAD, THENCE 1.8
 MU0478'MILES SOUTH ALONG DIRT ROAD, 105 FEET WEST OF A NORTH-SOUTH ROAD AT A
 MU0478'FENCE CROSSING AND IN AN EAST-WEST FENCELINE, SET IN AN EMBEDDED
 MU0478'BOULDER IN A SMALL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0899 ***********************************************************************
 TO0899  DESIGNATION -  BOUNDARY MON 10 7.53 M ID MT
 TO0899  PID         -  TO0899
 TO0899  STATE/COUNTY-  ID/BOUNDARY
 TO0899  USGS QUAD   -  LINE POINT (1996)
 TO0899
 TO0899                         *CURRENT SURVEY CONTROL
 TO0899  ___________________________________________________________________
 TO0899* NAD 83(1992)-  48 53 29.36296(N)    116 02 56.66060(W)     ADJUSTED  
 TO0899* NAVD 88     -      1863.6    (meters)    6114.     (feet)  VERTCON   
 TO0899  ___________________________________________________________________
 TO0899  LAPLACE CORR-          12.44  (seconds)                    DEFLEC99
 TO0899  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 TO0899
 TO0899  HORZ ORDER  -  THIRD
 TO0899
 TO0899.The horizontal coordinates were established by classical geodetic methods
 TO0899.and adjusted by the National Geodetic Survey in July 1992..
 TO0899
 TO0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0899
 TO0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0899
 TO0899.The geoid height was determined by GEOID03.
 TO0899
 TO0899;                    North         East     Units Scale Factor Converg.
 TO0899;SPC ID W     -   802,936.410   778,070.313   MT  0.99993924   -0 13 31.2
 TO0899;UTM  11      - 5,415,829.168   569,703.784   MT  0.99965969   +0 42 59.5
 TO0899
 TO0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0899!SPC ID W     -   0.99971041  x   0.99993924  =   0.99964967
 TO0899!UTM  11      -   0.99971041  x   0.99965969  =   0.99937020
 TO0899
 TO0899:                Primary Azimuth Mark                     Grid Az
 TO0899:SPC ID W     -  BOUNDARY MON 12 8.61 M ID MT             180 14 46.2
 TO0899:UTM  11      -  BOUNDARY MON 12 8.61 M ID MT             179 18 15.5
 TO0899
 TO0899|---------------------------------------------------------------------|
 TO0899| PID    Reference Object                     Distance      Geod. Az  |
 TO0899|                                                           dddmmss.s |
 TO0899| TO0897 BOUNDARY MON 12 8.61 M ID MT        APPROX. 1.7 KM 1800115.0 |
 TO0899|---------------------------------------------------------------------|
 TO0899
 TO0899                          SUPERSEDED SURVEY CONTROL
 TO0899
 TO0899  NAD 83(1986)-  48 53 29.37519(N)    116 02 56.65757(W) AD(       ) 3
 TO0899  NAD 27      -  48 53 29.55210(N)    116 02 52.95703(W) AD(       ) 3
 TO0899  NGVD 29 (07/19/86) 1862.3    (m)         6110.     (f) VERT ANG       
 TO0899
 TO0899.Superseded values are not recommended for survey control.
 TO0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0899.See file dsdata.txt to determine how the superseded data were derived.
 TO0899
 TO0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ6970415829(NAD 83)
 TO0899_MARKER: P = PIPE CAP
 TO0899_SETTING: 0 = UNSPECIFIED SETTING
 TO0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0899
 TO0899  HISTORY     - Date     Condition        Report By
 TO0899  HISTORY     - 1964     MONUMENTED       USGS
 TO0899
 TO0899                          STATION DESCRIPTION
 TO0899
 TO0899'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TO0899'LOCATED ABOUT 13 MI. (AIRLINE) NE. OF MOYIE SPRINGS, IDAHO, 6.5 MI.
 TO0899'SE. OF ADDIE, IDAHO, ON THE IDAHO-MONTANA STATE LINE, NEAR THE CREST
 TO0899'OF RIDGE.
 TO0899'
 TO0899'REACHED BY HELICOPTER.
 TO0899'
 TO0899'STATION MARK--BRONZE CAP ON IRON POST STAMPED---BOUNDARY LINE IDAHO
 TO0899'MONTANA NO. 10 7.53 M---, PROJECTING 4.8 FT. ABOVE THE GROUND.
 TO0899'
 TO0899'REFERENCE MARK--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1175 ***********************************************************************
 TO1175  DESIGNATION -  BOUNDARY MON 199 CD US
 TO1175  PID         -  TO1175
 TO1175  STATE/COUNTY-  ID/BOUNDARY
 TO1175  USGS QUAD   -  GRASS MOUNTAIN (1996)
 TO1175
 TO1175                         *CURRENT SURVEY CONTROL
 TO1175  ___________________________________________________________________
 TO1175* NAD 83(1992)-  48 59 58.98871(N)    116 49 42.33921(W)     ADJUSTED  
 TO1175* NAVD 88     -      1256.8    (meters)    4123.     (feet)  VERTCON   
 TO1175  ___________________________________________________________________
 TO1175  X           -  -1,892,509.333 (meters)                     COMP
 TO1175  Y           -  -3,741,917.325 (meters)                     COMP
 TO1175  Z           -   4,791,474.978 (meters)                     COMP
 TO1175  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 TO1175  ELLIP HEIGHT-        1241.18  (meters)          (07/28/92) GPS OBS
 TO1175  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 TO1175
 TO1175  HORZ ORDER  -  FIRST
 TO1175  ELLP ORDER  -  FIFTH     CLASS I
 TO1175
 TO1175.The horizontal coordinates were established by GPS observations
 TO1175.and adjusted by the National Geodetic Survey in July 1992..
 TO1175
 TO1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1175
 TO1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TO1175
 TO1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1175
 TO1175.The ellipsoidal height was determined by GPS observations
 TO1175.and is referenced to NAD 83.
 TO1175
 TO1175.The geoid height was determined by GEOID03.
 TO1175
 TO1175;                    North         East     Units Scale Factor Converg.
 TO1175;SPC ID W     -   815,488.990   721,094.981   MT  1.00000979   -0 48 50.2
 TO1175;UTM  11      - 5,427,438.734   512,549.310   MT  0.99960193   +0 07 46.2
 TO1175
 TO1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1175!SPC ID W     -   0.99980553  x   1.00000979  =   0.99981532
 TO1175!UTM  11      -   0.99980553  x   0.99960193  =   0.99940754
 TO1175
 TO1175                          SUPERSEDED SURVEY CONTROL
 TO1175
 TO1175  NAD 83(1991)-  48 59 58.99024(N)    116 49 42.33789(W) AD(       ) 1
 TO1175  NAD 83(1986)-  48 59 58.99426(N)    116 49 42.33357(W) AD(       ) 1
 TO1175  NGVD 29 (10/22/91) 1255.5    (m)         4119.     (f) GPS OBS        
 TO1175
 TO1175.Superseded values are not recommended for survey control.
 TO1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1175.See file dsdata.txt to determine how the superseded data were derived.
 TO1175
 TO1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ1254927439(NAD 83)
 TO1175_MARKER: U = CONCRETE POST
 TO1175_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TO1175_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TO1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO1175+SATELLITE: SATELLITE OBSERVATIONS - 1990
 TO1175
 TO1175  HISTORY     - Date     Condition        Report By
 TO1175  HISTORY     - 1990     MONUMENTED       GSC
 TO1175
 TO1175                          STATION DESCRIPTION
 TO1175
 TO1175'DESCRIBED BY GEODETIC SURVEY OF CANADA 1990
 TO1175'MKR TYEP V SETTING CODE 04
 TO1175'LOC ONT HE CANADA-US BOUNDARY ABOUT 75 KM W OF RYKENTS, BC-
 TO1175'PORTHILL TIDAHO RD CROSSING. IT IS AT W END OF A CLEARED
 TO1175'AREA USED BY CAMPERS, 30 M OF US FOREST SERVICE RD 2450
 TO1175'AND 10 M E OF BLUE JOE CREEK. FROM US CUSTOMS AT PORTHILL,
 TO1175'DRIVE 16.3 KM S ON HWY 21, TURN RIGHT AT COPELAND, GOING
 TO1175'W ACROSS KOOTENAY RIVER AND FLATS AND TURNING  NO N WESTSIDE
 TO1175'RD AT 22.1 KM AT 37.0 KM TURN RIGHT ON BOUNDARY CREEK RD.
 TO1175'TURN RIGHT AT 50.7 KM (AVOIDING SADDLE CREEK RD) CROSS 1ST
 TO1175'BRIDGE OVER BOUNDARY CREEK, DO NOT CROSS 2ND BRIDGE AT 56.6
 TO1175'KM TURN LEFT AND CROSS 3RD BRIDGE AT 61.6 KM ON RD
 TO1175'2450. MKD IS ON RIGHT JUST BEFORE 4TH BRIDGE. MKD BYA
 TO1175'BRONZE IBC OBELISK, 1.4 M HIGH, SET IN A 60 CM SQUARE CONC
 TO1175'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1142 ***********************************************************************
 TO1142  DESIGNATION -  BOUNDARY MON 206 CD US
 TO1142  PID         -  TO1142
 TO1142  STATE/COUNTY-  ID/BONNER
 TO1142  USGS QUAD   -  
 TO1142
 TO1142                         *CURRENT SURVEY CONTROL
 TO1142  ___________________________________________________________________
 TO1142* NAD 83(1992)-  48 59 59.52456(N)    116 34 36.07485(W)     ADJUSTED  
 TO1142* NAVD 88     -       610.     (meters)    2001.     (feet)  SCALED    
 TO1142  ___________________________________________________________________
 TO1142  LAPLACE CORR-         -12.71  (seconds)                    DEFLEC99
 TO1142  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 TO1142
 TO1142  HORZ ORDER  -  THIRD
 TO1142
 TO1142.The horizontal coordinates were established by classical geodetic methods
 TO1142.and adjusted by the National Geodetic Survey in July 1992..
 TO1142
 TO1142.The orthometric height was scaled from a topographic map.
 TO1142
 TO1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1142
 TO1142.The geoid height was determined by GEOID03.
 TO1142
 TO1142;                    North         East     Units Scale Factor Converg.
 TO1142;SPC ID W     -   815,274.416   739,513.958   MT  0.99997826   -0 37 26.1
 TO1142;UTM  11      - 5,427,527.422   530,962.191   MT  0.99961178   +0 19 10.1
 TO1142
 TO1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1142!SPC ID W     -   0.99990692  x   0.99997826  =   0.99988519
 TO1142!UTM  11      -   0.99990692  x   0.99961178  =   0.99951874
 TO1142
 TO1142:                Primary Azimuth Mark                     Grid Az
 TO1142:SPC ID W     -  BOUNDARY MON 207 CD US                   090 35 06.2
 TO1142:UTM  11      -  BOUNDARY MON 207 CD US                   089 38 30.0
 TO1142
 TO1142|---------------------------------------------------------------------|
 TO1142| PID    Reference Object                     Distance      Geod. Az  |
 TO1142|                                                           dddmmss.s |
 TO1142| TO1143 BOUNDARY MON 207 CD US              APPROX. 5.7 KM 0895740.1 |
 TO1142| TO0932 HALL MOUNTAIN LOOKOUT TOWER         APPROX.16.3 KM 1045005.9 |
 TO1142|---------------------------------------------------------------------|
 TO1142
 TO1142                          SUPERSEDED SURVEY CONTROL
 TO1142
 TO1142  NAD 83(1991)-  48 59 59.52720(N)    116 34 36.05008(W) AD(       ) 3
 TO1142  NAD 83(1986)-  48 59 59.55550(N)    116 34 36.05136(W) AD(       ) 3
 TO1142
 TO1142.Superseded values are not recommended for survey control.
 TO1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1142.See file dsdata.txt to determine how the superseded data were derived.
 TO1142
 TO1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ3096227527(NAD 83)
 TO1142_MARKER: Z = SEE DESCRIPTION
 TO1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO1142_SP_SET: METAL SHAFT IN CONCRETE BASE
 TO1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1142+STABILITY: SURFACE MOTION
 TO1142
 TO1142  HISTORY     - Date     Condition        Report By
 TO1142  HISTORY     - 1905     MONUMENTED       IBC
 TO1142  HISTORY     - 1969     GOOD             IBC
 TO1142
 TO1142                          STATION DESCRIPTION
 TO1142
 TO1142'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1142'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1142'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1142'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1142'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1142'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1142'MONUMENT.
 TO1142
 TO1142                          STATION RECOVERY (1969)
 TO1142
 TO1142'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969
 TO1142'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1143 ***********************************************************************
 TO1143  DESIGNATION -  BOUNDARY MON 207 CD US
 TO1143  PID         -  TO1143
 TO1143  STATE/COUNTY-  ID/BONNER
 TO1143  USGS QUAD   -  
 TO1143
 TO1143                         *CURRENT SURVEY CONTROL
 TO1143  ___________________________________________________________________
 TO1143* NAD 83(1992)-  48 59 59.55543(N)    116 29 57.28074(W)     ADJUSTED  
 TO1143* NAVD 88     -       549.5    (meters)    1803.     (feet)  VERTCON   
 TO1143  ___________________________________________________________________
 TO1143  X           -  -1,870,766.619 (meters)                     COMP
 TO1143  Y           -  -3,752,301.235 (meters)                     COMP
 TO1143  Z           -   4,790,952.344 (meters)                     COMP
 TO1143  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 TO1143  ELLIP HEIGHT-         533.46  (meters)          (07/28/92) GPS OBS
 TO1143  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 TO1143
 TO1143  HORZ ORDER  -  THIRD
 TO1143  ELLP ORDER  -  FIFTH     CLASS I
 TO1143
 TO1143.The horizontal coordinates were established by classical geodetic methods
 TO1143.and adjusted by the National Geodetic Survey in July 1992..
 TO1143
 TO1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1143
 TO1143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TO1143
 TO1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1143
 TO1143.The ellipsoidal height was determined by GPS observations
 TO1143.and is referenced to NAD 83.
 TO1143
 TO1143.The geoid height was determined by GEOID03.
 TO1143
 TO1143;                    North         East     Units Scale Factor Converg.
 TO1143;SPC ID W     -   815,216.555   745,180.160   MT  0.99997024   -0 33 55.7
 TO1143;UTM  11      - 5,427,562.849   536,626.537   MT  0.99961648   +0 22 40.5
 TO1143
 TO1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1143!SPC ID W     -   0.99991641  x   0.99997024  =   0.99988665
 TO1143!UTM  11      -   0.99991641  x   0.99961648  =   0.99953292
 TO1143
 TO1143:                Primary Azimuth Mark                     Grid Az
 TO1143:SPC ID W     -  BOUNDARY MON 206 CD US                   270 35 06.2
 TO1143:UTM  11      -  BOUNDARY MON 206 CD US                   269 38 30.0
 TO1143
 TO1143|---------------------------------------------------------------------|
 TO1143| PID    Reference Object                     Distance      Geod. Az  |
 TO1143|                                                           dddmmss.s |
 TO1143| TO1142 BOUNDARY MON 206 CD US              APPROX. 5.7 KM 2700110.5 |
 TO1143|---------------------------------------------------------------------|
 TO1143
 TO1143                          SUPERSEDED SURVEY CONTROL
 TO1143
 TO1143  NAD 83(1991)-  48 59 59.55614(N)    116 29 57.28015(W) AD(       ) 3
 TO1143  NAD 83(1986)-  48 59 59.58144(N)    116 29 57.23042(W) AD(       ) 3
 TO1143  NGVD 29 (10/22/91)  548.3    (m)         1799.     (f) GPS OBS        
 TO1143
 TO1143.Superseded values are not recommended for survey control.
 TO1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1143.See file dsdata.txt to determine how the superseded data were derived.
 TO1143
 TO1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ3662727563(NAD 83)
 TO1143_MARKER: Z = SEE DESCRIPTION
 TO1143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO1143_SP_SET: METAL SHAFT IN CONCRETE BASE
 TO1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1143+STABILITY: SURFACE MOTION
 TO1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO1143+SATELLITE: SATELLITE OBSERVATIONS - 1990
 TO1143
 TO1143  HISTORY     - Date     Condition        Report By
 TO1143  HISTORY     - 1905     MONUMENTED       IBC
 TO1143  HISTORY     - 1975     GOOD             IBC
 TO1143  HISTORY     - 1990     GOOD             GSC
 TO1143
 TO1143                          STATION DESCRIPTION
 TO1143
 TO1143'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1143'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1143'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1143'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1143'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1143'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1143'MONUMENT.
 TO1143
 TO1143                          STATION RECOVERY (1975)
 TO1143
 TO1143'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TO1143'STATION SEARCHED FOR AND RECOVERED.
 TO1143
 TO1143                          STATION RECOVERY (1990)
 TO1143
 TO1143'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1990
 TO1143'MKR TYPE V SETTING CODE 04
 TO1143'LOC ON THE CANADA-US BOUNDARY AT RYKERTS, BC-PORTHILL WA.
 TO1143'THE MON IS LOC AT THE TOP OF A RD CUT, ABOUT 20 M E OF THE
 TO1143'C/L OF HWY 21, JUST N OF US CUSTOMS.  FROM HWY 3 W OF
 TO1143'CRESTON. TAKE HWY 21 S APPROX 13 KM TO THE BOUNDARY.  MARKED
 TO1143'BY AN IBC BRONZE OBELISK, SET ON A SQUARE CONC BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1144 ***********************************************************************
 TO1144  DESIGNATION -  BOUNDARY MON 208 CD US
 TO1144  PID         -  TO1144
 TO1144  STATE/COUNTY-  ID/BONNER
 TO1144  USGS QUAD   -  
 TO1144
 TO1144                         *CURRENT SURVEY CONTROL
 TO1144  ___________________________________________________________________
 TO1144* NAD 83(1992)-  49 00 00.52771(N)    116 26 21.43438(W)     ADJUSTED  
 TO1144* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 TO1144  ___________________________________________________________________
 TO1144  LAPLACE CORR-          17.57  (seconds)                    DEFLEC99
 TO1144  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TO1144
 TO1144  HORZ ORDER  -  THIRD
 TO1144
 TO1144.The horizontal coordinates were established by classical geodetic methods
 TO1144.and adjusted by the National Geodetic Survey in July 1992..
 TO1144
 TO1144.The orthometric height was scaled from a topographic map.
 TO1144
 TO1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1144
 TO1144.The geoid height was determined by GEOID03.
 TO1144
 TO1144;                    North         East     Units Scale Factor Converg.
 TO1144;SPC ID W     -   815,205.024   749,567.288   MT  0.99996457   -0 31 12.8
 TO1144;UTM  11      - 5,427,623.531   541,011.730   MT  0.99962066   +0 25 23.5
 TO1144
 TO1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1144!SPC ID W     -   0.99989735  x   0.99996457  =   0.99986192
 TO1144!UTM  11      -   0.99989735  x   0.99962066  =   0.99951805
 TO1144
 TO1144:                Primary Azimuth Mark                     Grid Az
 TO1144:SPC ID W     -  BOUNDARY MON 206 CD US                   270 23 43.7
 TO1144:UTM  11      -  BOUNDARY MON 206 CD US                   269 27 07.4
 TO1144
 TO1144|---------------------------------------------------------------------|
 TO1144| PID    Reference Object                     Distance      Geod. Az  |
 TO1144|                                                           dddmmss.s |
 TO1144| TO1142 BOUNDARY MON 206 CD US              APPROX.10.1 KM 2695230.9 |
 TO1144|---------------------------------------------------------------------|
 TO1144
 TO1144                          SUPERSEDED SURVEY CONTROL
 TO1144
 TO1144  NAD 83(1991)-  49 00 00.53121(N)    116 26 21.43682(W) AD(       ) 3
 TO1144  NAD 83(1986)-  49 00 00.54657(N)    116 26 21.40113(W) AD(       ) 3
 TO1144
 TO1144.Superseded values are not recommended for survey control.
 TO1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1144.See file dsdata.txt to determine how the superseded data were derived.
 TO1144
 TO1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ4101227624(NAD 83)
 TO1144_MARKER: Z = SEE DESCRIPTION
 TO1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1144+STABILITY: SURFACE MOTION
 TO1144
 TO1144  HISTORY     - Date     Condition        Report By
 TO1144  HISTORY     - 1905     MONUMENTED       IBC
 TO1144  HISTORY     - 1960     GOOD             IBC
 TO1144
 TO1144                          STATION DESCRIPTION
 TO1144
 TO1144'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1144'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1144'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1144'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1144'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1144'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1144'MONUMENT.
 TO1144
 TO1144                          STATION RECOVERY (1960)
 TO1144
 TO1144'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960
 TO1144'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1124 ***********************************************************************
 TO1124  DESIGNATION -  BOUNDARY MON 209 CD US
 TO1124  PID         -  TO1124
 TO1124  STATE/COUNTY-  ID/BOUNDARY
 TO1124  USGS QUAD   -  
 TO1124
 TO1124                         *CURRENT SURVEY CONTROL
 TO1124  ___________________________________________________________________
 TO1124* NAD 83(1992)-  49 00 01.15598(N)    116 23 48.63972(W)     ADJUSTED  
 TO1124* NAVD 88     -      1841.7    (meters)    6042.     (feet)  VERTCON   
 TO1124  ___________________________________________________________________
 TO1124  LAPLACE CORR-          18.76  (seconds)                    DEFLEC99
 TO1124  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 TO1124
 TO1124  HORZ ORDER  -  THIRD
 TO1124
 TO1124.The horizontal coordinates were established by classical geodetic methods
 TO1124.and adjusted by the National Geodetic Survey in July 1992..
 TO1124
 TO1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1124
 TO1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1124
 TO1124.The geoid height was determined by GEOID03.
 TO1124
 TO1124;                    North         East     Units Scale Factor Converg.
 TO1124;SPC ID W     -   815,197.102   752,672.836   MT  0.99996084   -0 29 17.5
 TO1124;UTM  11      - 5,427,666.728   544,115.930   MT  0.99962391   +0 27 18.8
 TO1124
 TO1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1124!SPC ID W     -   0.99971397  x   0.99996084  =   0.99967482
 TO1124!UTM  11      -   0.99971397  x   0.99962391  =   0.99933799
 TO1124
 TO1124:                Primary Azimuth Mark                     Grid Az
 TO1124:SPC ID W     -  HAWKINS                                  075 05 29.4
 TO1124:UTM  11      -  HAWKINS                                  074 08 53.1
 TO1124
 TO1124|---------------------------------------------------------------------|
 TO1124| PID    Reference Object                     Distance      Geod. Az  |
 TO1124|                                                           dddmmss.s |
 TO1124| TO1134 HAWKINS                             APPROX. 8.5 KM 0743611.9 |
 TO1124|---------------------------------------------------------------------|
 TO1124
 TO1124                          SUPERSEDED SURVEY CONTROL
 TO1124
 TO1124  NAD 83(1986)-  49 00 01.16887(N)    116 23 48.62951(W) AD(       ) 3
 TO1124  NAD 27      -  49 00 01.36797(N)    116 23 44.86480(W) AD(       ) 3
 TO1124  NGVD 29 (07/19/86) 1840.4    (m)         6038.     (f) VERT ANG       
 TO1124
 TO1124.Superseded values are not recommended for survey control.
 TO1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1124.See file dsdata.txt to determine how the superseded data were derived.
 TO1124
 TO1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ4411627667(NAD 83)
 TO1124_MARKER: Z = SEE DESCRIPTION
 TO1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1124_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1124+STABILITY: SURFACE MOTION
 TO1124
 TO1124  HISTORY     - Date     Condition        Report By
 TO1124  HISTORY     - 1905     MONUMENTED       IBC
 TO1124  HISTORY     - 1956     GOOD             IBC
 TO1124  HISTORY     - 1964     GOOD             USGS
 TO1124
 TO1124                          STATION DESCRIPTION
 TO1124
 TO1124'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1124'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1124'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1124'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1124'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1124'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1124'MONUMENT.
 TO1124
 TO1124                          STATION RECOVERY (1956)
 TO1124
 TO1124'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RJP)
 TO1124'RECOVERED IN GOOD CONDITION.
 TO1124
 TO1124                          STATION RECOVERY (1964)
 TO1124
 TO1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO1124'LOCATED ABOUT 9.75 MI. (AIRLINE) W. OF EASTPORT, ABOUT 4.75 MI. E. OF
 TO1124'PORTHILL, AT THE CREST OF RIDGE ON THE U.S. AND CANADA BORDER.
 TO1124'
 TO1124'TO REACH FROM JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 1, TAKE
 TO1124'U.S. HIGHWAY 95 FOR 4.5 MI. NE. TO HALL MTN. L.O. RD., THENCE 4.1 MI.
 TO1124'N. ALONG HALL MTN. L.O. RD. TO JUNCTION OF HALL MTN. L.O. RD. AND
 TO1124'HARVEY CREEK RD., PROCEED ON HALL MTN. L.O. RD. 3.7 MI. TO A SHARP
 TO1124'TURN AND OLD LOGGING RD. LEADING N., PROCEED ON LOGGING RD. FOR ABOUT
 TO1124'0.25 MI. TO END OF TRUCK TRAVEL.  HIKE UP DIM RD. TO DRAIN CROSSING,
 TO1124'THEN UP RIDGE TO TOP AND CANADA - U.S. BOUNDARY AND MONUMENT 209.
 TO1124'
 TO1124'STATION MARK--PEAK OF METAL MONUMENT, WITH RAISED LETTERS AND NUMBERS
 TO1124'---UNITED STATES - 209 - CANADA--- ON S., W. AND N. FACES.  E. FACE
 TO1124'OF MONUMENT IS STAMPED---TREATY OF 1846 LINE ESTABLISHED 1857-1861
 TO1124'SURVEYED AND MARKED 1903-1907---.
 TO1124'
 TO1124'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1145 ***********************************************************************
 TO1145  DESIGNATION -  BOUNDARY MON 210 CD US
 TO1145  PID         -  TO1145
 TO1145  STATE/COUNTY-  ID/BONNER
 TO1145  USGS QUAD   -  
 TO1145
 TO1145                         *CURRENT SURVEY CONTROL
 TO1145  ___________________________________________________________________
 TO1145* NAD 83(1992)-  49 00 01.81335(N)    116 20 53.03714(W)     ADJUSTED  
 TO1145* NAVD 88     -      1427.     (meters)    4682.     (feet)  SCALED    
 TO1145  ___________________________________________________________________
 TO1145  LAPLACE CORR-           8.06  (seconds)                    DEFLEC99
 TO1145  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 TO1145
 TO1145  HORZ ORDER  -  THIRD
 TO1145
 TO1145.The horizontal coordinates were established by classical geodetic methods
 TO1145.and adjusted by the National Geodetic Survey in July 1992..
 TO1145
 TO1145.The orthometric height was scaled from a topographic map.
 TO1145
 TO1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1145
 TO1145.The geoid height was determined by GEOID03.
 TO1145
 TO1145;                    North         East     Units Scale Factor Converg.
 TO1145;SPC ID W     -   815,188.145   756,241.916   MT  0.99995685   -0 27 05.0
 TO1145;UTM  11      - 5,427,716.520   547,683.485   MT  0.99962793   +0 29 31.3
 TO1145
 TO1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1145!SPC ID W     -   0.99977882  x   0.99995685  =   0.99973568
 TO1145!UTM  11      -   0.99977882  x   0.99962793  =   0.99940683
 TO1145
 TO1145:                Primary Azimuth Mark                     Grid Az
 TO1145:SPC ID W     -  HAWKINS                                  064 47 38.8
 TO1145:UTM  11      -  HAWKINS                                  063 51 02.5
 TO1145
 TO1145|---------------------------------------------------------------------|
 TO1145| PID    Reference Object                     Distance      Geod. Az  |
 TO1145|                                                           dddmmss.s |
 TO1145| TO1134 HAWKINS                             APPROX. 5.2 KM 0642033.8 |
 TO1145| TO0932 HALL MOUNTAIN LOOKOUT TOWER         APPROX. 4.4 KM 1925455.1 |
 TO1145|---------------------------------------------------------------------|
 TO1145
 TO1145                          SUPERSEDED SURVEY CONTROL
 TO1145
 TO1145  NAD 83(1986)-  49 00 01.82555(N)    116 20 53.03178(W) AD(       ) 3
 TO1145
 TO1145.Superseded values are not recommended for survey control.
 TO1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1145.See file dsdata.txt to determine how the superseded data were derived.
 TO1145
 TO1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ4768327717(NAD 83)
 TO1145_MARKER: Z = SEE DESCRIPTION
 TO1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1145_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1145+STABILITY: SURFACE MOTION
 TO1145
 TO1145  HISTORY     - Date     Condition        Report By
 TO1145  HISTORY     - 1905     MONUMENTED       IBC
 TO1145  HISTORY     - 1956     GOOD             IBC
 TO1145
 TO1145                          STATION DESCRIPTION
 TO1145
 TO1145'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1145'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1145'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1145'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1145'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1145'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1145'MONUMENT.
 TO1145
 TO1145                          STATION RECOVERY (1956)
 TO1145
 TO1145'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RJP)
 TO1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1146 ***********************************************************************
 TO1146  DESIGNATION -  BOUNDARY MON 211 CD US
 TO1146  PID         -  TO1146
 TO1146  STATE/COUNTY-  ID/BONNER
 TO1146  USGS QUAD   -  
 TO1146
 TO1146                         *CURRENT SURVEY CONTROL
 TO1146  ___________________________________________________________________
 TO1146* NAD 83(1992)-  49 00 02.07585(N)    116 19 36.63088(W)     ADJUSTED  
 TO1146* NAVD 88     -      1217.     (meters)    3993.     (feet)  SCALED    
 TO1146  ___________________________________________________________________
 TO1146  LAPLACE CORR-          10.91  (seconds)                    DEFLEC99
 TO1146  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 TO1146
 TO1146  HORZ ORDER  -  THIRD
 TO1146
 TO1146.The horizontal coordinates were established by classical geodetic methods
 TO1146.and adjusted by the National Geodetic Survey in July 1992..
 TO1146
 TO1146.The orthometric height was scaled from a topographic map.
 TO1146
 TO1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1146
 TO1146.The geoid height was determined by GEOID03.
 TO1146
 TO1146;                    North         East     Units Scale Factor Converg.
 TO1146;SPC ID W     -   815,184.237   757,794.842   MT  0.99995521   -0 26 07.3
 TO1146;UTM  11      - 5,427,738.174   549,235.757   MT  0.99962978   +0 30 29.0
 TO1146
 TO1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1146!SPC ID W     -   0.99981174  x   0.99995521  =   0.99976695
 TO1146!UTM  11      -   0.99981174  x   0.99962978  =   0.99944159
 TO1146
 TO1146:                Primary Azimuth Mark                     Grid Az
 TO1146:SPC ID W     -  HALL                                     225 12 51.2
 TO1146:UTM  11      -  HALL                                     224 16 14.9
 TO1146
 TO1146|---------------------------------------------------------------------|
 TO1146| PID    Reference Object                     Distance      Geod. Az  |
 TO1146|                                                           dddmmss.s |
 TO1146| TO1132 HALL                                APPROX. 4.3 KM 2244643.9 |
 TO1146|---------------------------------------------------------------------|
 TO1146
 TO1146                          SUPERSEDED SURVEY CONTROL
 TO1146
 TO1146  NAD 83(1986)-  49 00 02.08811(N)    116 19 36.62754(W) AD(       ) 3
 TO1146
 TO1146.Superseded values are not recommended for survey control.
 TO1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1146.See file dsdata.txt to determine how the superseded data were derived.
 TO1146
 TO1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ4923627738(NAD 83)
 TO1146_MARKER: Z = SEE DESCRIPTION
 TO1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1146+STABILITY: SURFACE MOTION
 TO1146
 TO1146  HISTORY     - Date     Condition        Report By
 TO1146  HISTORY     - 1905     MONUMENTED       IBC
 TO1146  HISTORY     - 1956     GOOD             IBC
 TO1146
 TO1146                          STATION DESCRIPTION
 TO1146
 TO1146'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1146'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1146'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1146'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1146'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1146'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1146'MONUMENT.
 TO1146
 TO1146                          STATION RECOVERY (1956)
 TO1146
 TO1146'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RJP)
 TO1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1123 ***********************************************************************
 TO1123  DESIGNATION -  BOUNDARY MON 212 CD US
 TO1123  PID         -  TO1123
 TO1123  STATE/COUNTY-  ID/BOUNDARY
 TO1123  USGS QUAD   -  
 TO1123
 TO1123                         *CURRENT SURVEY CONTROL
 TO1123  ___________________________________________________________________
 TO1123* NAD 83(1992)-  49 00 02.62123(N)    116 16 39.00374(W)     ADJUSTED  
 TO1123* NAVD 88     -      1789.9    (meters)    5872.     (feet)  VERTCON   
 TO1123  ___________________________________________________________________
 TO1123  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 TO1123  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 TO1123
 TO1123  HORZ ORDER  -  THIRD
 TO1123
 TO1123.The horizontal coordinates were established by classical geodetic methods
 TO1123.and adjusted by the National Geodetic Survey in July 1992..
 TO1123
 TO1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1123
 TO1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1123
 TO1123.The geoid height was determined by GEOID03.
 TO1123
 TO1123;                    North         East     Units Scale Factor Converg.
 TO1123;SPC ID W     -   815,174.825   761,405.014   MT  0.99995163   -0 23 53.2
 TO1123;UTM  11      - 5,427,788.189   552,844.435   MT  0.99963430   +0 32 43.1
 TO1123
 TO1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1123!SPC ID W     -   0.99972203  x   0.99995163  =   0.99967368
 TO1123!UTM  11      -   0.99972203  x   0.99963430  =   0.99935644
 TO1123
 TO1123:                Primary Azimuth Mark                     Grid Az
 TO1123:SPC ID W     -  HARVEY RESET                             216 02 58.6
 TO1123:UTM  11      -  HARVEY RESET                             215 06 22.3
 TO1123
 TO1123|---------------------------------------------------------------------|
 TO1123| PID    Reference Object                     Distance      Geod. Az  |
 TO1123|                                                           dddmmss.s |
 TO1123| TO0933 HARVEY RESET                        APPROX. 1.1 KM 2153905.4 |
 TO1123|---------------------------------------------------------------------|
 TO1123
 TO1123                          SUPERSEDED SURVEY CONTROL
 TO1123
 TO1123  NAD 83(1986)-  49 00 02.63293(N)    116 16 38.99620(W) AD(       ) 3
 TO1123  NAD 27      -  49 00 02.82491(N)    116 16 35.25537(W) AD(       ) 3
 TO1123  NGVD 29 (07/19/86) 1788.6    (m)         5868.     (f) VERT ANG       
 TO1123
 TO1123.Superseded values are not recommended for survey control.
 TO1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1123.See file dsdata.txt to determine how the superseded data were derived.
 TO1123
 TO1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ5284427788(NAD 83)
 TO1123_MARKER: Z = SEE DESCRIPTION
 TO1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1123+STABILITY: SURFACE MOTION
 TO1123
 TO1123  HISTORY     - Date     Condition        Report By
 TO1123  HISTORY     - 1905     MONUMENTED       IBC
 TO1123  HISTORY     - 1956     GOOD             IBC
 TO1123  HISTORY     - 1964     GOOD             USGS
 TO1123
 TO1123                          STATION DESCRIPTION
 TO1123
 TO1123'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1123'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1123'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1123'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1123'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1123'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1123'MONUMENT.
 TO1123
 TO1123                          STATION RECOVERY (1956)
 TO1123
 TO1123'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (RJP)
 TO1123'RECOVERED IN GOOD CONDITION.
 TO1123
 TO1123                          STATION RECOVERY (1964)
 TO1123
 TO1123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO1123'LOCATED ABOUT 10 MI. (AIRLINE) E. OF PORTHILL, ABOUT 4.5 MI. W. OF
 TO1123'EASTPORT, NEAR THE CREST OF RIDGE ON THE U.S. AND CANADA BORDER.
 TO1123'
 TO1123'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 95 AND IDAHO STATE HIGHWAY
 TO1123'NO. 1, GO NE. ALONG U.S. HIGHWAY 95 FOR 4.5 MI. TO T-RD. FORK AND HALL
 TO1123'MTN. L.O. RD., TURN LEFT ONTO HALL MTN. L.O. RD. FOR 4.1 MI. TO Y-RD.
 TO1123'FORK AND HARVEY CREEK RD., TURN RIGHT ONTO HARVEY CREEK RD. FOR 4.45
 TO1123'MI. TO RD. AND TRAIL FORK.  LEAVE TRUCK AND PACK LEFT UP TRAIL (OLD
 TO1123'LOGGING SPUR) TO CLEARING, LEAVE MAIN SPUR AND PROCEED NE. UP STEEP
 TO1123'SLOPE TO HIGHEST POINT OF HARVEY MOUNTAIN AND STATION.  ABOUT A ONE
 TO1123'HOUR AND 30 MINUTE PACK.
 TO1123'
 TO1123'STATION MARK--PEAK OF METAL MONUMENT WHICH IS 4.5 FT. ABOVE GROUND,
 TO1123'WITH RAISED LETTERS AND NUMBERS ---UNITED STATES - 212 - CANADA---,
 TO1123'ON S., W. AND N. FACES.  E. FACE IS STAMPED---TREATY OF 1846 LINE
 TO1123'ESTABLISHED 1857 - 1861 SURVEYED AND MARKED 1903-1907---.
 TO1123'
 TO1123'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1147 ***********************************************************************
 TO1147  DESIGNATION -  BOUNDARY MON 213 CD US
 TO1147  PID         -  TO1147
 TO1147  STATE/COUNTY-  ID/BONNER
 TO1147  USGS QUAD   -  
 TO1147
 TO1147                         *CURRENT SURVEY CONTROL
 TO1147  ___________________________________________________________________
 TO1147* NAD 83(1992)-  49 00 03.02045(N)    116 14 14.05106(W)     ADJUSTED  
 TO1147* NAVD 88     -       811.     (meters)    2661.     (feet)  SCALED    
 TO1147  ___________________________________________________________________
 TO1147  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 TO1147  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 TO1147
 TO1147  HORZ ORDER  -  THIRD
 TO1147
 TO1147.The horizontal coordinates were established by classical geodetic methods
 TO1147.and adjusted by the National Geodetic Survey in July 1992..
 TO1147
 TO1147.The orthometric height was scaled from a topographic map.
 TO1147
 TO1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1147
 TO1147.The geoid height was determined by GEOID03.
 TO1147
 TO1147;                    North         East     Units Scale Factor Converg.
 TO1147;SPC ID W     -   815,167.468   764,351.073   MT  0.99994894   -0 22 03.8
 TO1147;UTM  11      - 5,427,829.326   555,789.291   MT  0.99963823   +0 34 32.5
 TO1147
 TO1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1147!SPC ID W     -   0.99987543  x   0.99994894  =   0.99982438
 TO1147!UTM  11      -   0.99987543  x   0.99963823  =   0.99951371
 TO1147
 TO1147:                Primary Azimuth Mark                     Grid Az
 TO1147:SPC ID W     -  BORDER                                   088 10 20.0
 TO1147:UTM  11      -  BORDER                                   087 13 43.7
 TO1147
 TO1147|---------------------------------------------------------------------|
 TO1147| PID    Reference Object                     Distance      Geod. Az  |
 TO1147|                                                           dddmmss.s |
 TO1147| TO1122 BORDER                              APPROX. 1.7 KM 0874816.2 |
 TO1147|---------------------------------------------------------------------|
 TO1147
 TO1147                          SUPERSEDED SURVEY CONTROL
 TO1147
 TO1147  NAD 83(1986)-  49 00 03.03575(N)    116 14 14.03589(W) AD(       ) 3
 TO1147
 TO1147.Superseded values are not recommended for survey control.
 TO1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1147.See file dsdata.txt to determine how the superseded data were derived.
 TO1147
 TO1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ5578927829(NAD 83)
 TO1147_MARKER: Z = SEE DESCRIPTION
 TO1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1147+STABILITY: SURFACE MOTION
 TO1147
 TO1147  HISTORY     - Date     Condition        Report By
 TO1147  HISTORY     - 1905     MONUMENTED       IBC
 TO1147  HISTORY     - 1956     GOOD             IBC
 TO1147
 TO1147                          STATION DESCRIPTION
 TO1147
 TO1147'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1147'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1147'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1147'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1147'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1147'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1147'MONUMENT.
 TO1147
 TO1147                          STATION RECOVERY (1956)
 TO1147
 TO1147'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 TO1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1148 ***********************************************************************
 TO1148  DESIGNATION -  BOUNDARY MON 214 CD US
 TO1148  PID         -  TO1148
 TO1148  STATE/COUNTY-  ID/BONNER
 TO1148  USGS QUAD   -  
 TO1148
 TO1148                         *CURRENT SURVEY CONTROL
 TO1148  ___________________________________________________________________
 TO1148* NAD 83(1992)-  49 00 02.42453(N)    116 12 48.39570(W)     ADJUSTED  
 TO1148* NAVD 88     -      1457.     (meters)    4780.     (feet)  SCALED    
 TO1148  ___________________________________________________________________
 TO1148  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 TO1148  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 TO1148
 TO1148  HORZ ORDER  -  THIRD
 TO1148
 TO1148.The horizontal coordinates were established by classical geodetic methods
 TO1148.and adjusted by the National Geodetic Survey in July 1992..
 TO1148
 TO1148.The orthometric height was scaled from a topographic map.
 TO1148
 TO1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1148
 TO1148.The geoid height was determined by GEOID03.
 TO1148
 TO1148;                    North         East     Units Scale Factor Converg.
 TO1148;SPC ID W     -   815,138.160   766,091.795   MT  0.99994745   -0 20 59.2
 TO1148;UTM  11      - 5,427,828.683   557,529.721   MT  0.99964066   +0 35 37.1
 TO1148
 TO1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1148!SPC ID W     -   0.99977412  x   0.99994745  =   0.99972158
 TO1148!UTM  11      -   0.99977412  x   0.99964066  =   0.99941486
 TO1148
 TO1148:                Primary Azimuth Mark                     Grid Az
 TO1148:SPC ID W     -  BOUNDARY MON 213 CD US                   270 57 52.5
 TO1148:UTM  11      -  BOUNDARY MON 213 CD US                   270 01 16.2
 TO1148
 TO1148|---------------------------------------------------------------------|
 TO1148| PID    Reference Object                     Distance      Geod. Az  |
 TO1148|                                                           dddmmss.s |
 TO1148| TO1147 BOUNDARY MON 213 CD US              APPROX. 1.7 KM 2703653.3 |
 TO1148| TO1122 BORDER                               95.447 METERS 33031     |
 TO1148|---------------------------------------------------------------------|
 TO1148
 TO1148                          SUPERSEDED SURVEY CONTROL
 TO1148
 TO1148  NAD 83(1986)-  49 00 02.43926(N)    116 12 48.38518(W) AD(       ) 3
 TO1148
 TO1148.Superseded values are not recommended for survey control.
 TO1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1148.See file dsdata.txt to determine how the superseded data were derived.
 TO1148
 TO1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ5753027829(NAD 83)
 TO1148_MARKER: Z = SEE DESCRIPTION
 TO1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1148+STABILITY: SURFACE MOTION
 TO1148
 TO1148  HISTORY     - Date     Condition        Report By
 TO1148  HISTORY     - 1905     MONUMENTED       IBC
 TO1148  HISTORY     - 1960     GOOD             IBC
 TO1148
 TO1148                          STATION DESCRIPTION
 TO1148
 TO1148'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1148'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1148'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1148'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1148'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1148'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1148'MONUMENT.
 TO1148
 TO1148                          STATION RECOVERY (1960)
 TO1148
 TO1148'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (WMS)
 TO1148'RECOVERED IN GOOD CONDITION.  THE OBELISK WAS PAINTED WITH ALUMINUM
 TO1148'PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1149 ***********************************************************************
 TO1149  DESIGNATION -  BOUNDARY MON 215 CD US
 TO1149  PID         -  TO1149
 TO1149  STATE/COUNTY-  ID/BONNER
 TO1149  USGS QUAD   -  
 TO1149
 TO1149                         *CURRENT SURVEY CONTROL
 TO1149  ___________________________________________________________________
 TO1149* NAD 83(1992)-  49 00 01.99761(N)    116 11 38.98761(W)     ADJUSTED  
 TO1149* NAVD 88     -      1023.     (meters)    3356.     (feet)  SCALED    
 TO1149  ___________________________________________________________________
 TO1149  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 TO1149  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 TO1149
 TO1149  HORZ ORDER  -  THIRD
 TO1149
 TO1149.The horizontal coordinates were established by classical geodetic methods
 TO1149.and adjusted by the National Geodetic Survey in July 1992..
 TO1149
 TO1149.The orthometric height was scaled from a topographic map.
 TO1149
 TO1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1149
 TO1149.The geoid height was determined by GEOID03.
 TO1149
 TO1149;                    North         East     Units Scale Factor Converg.
 TO1149;SPC ID W     -   815,116.540   767,502.353   MT  0.99994630   -0 20 06.8
 TO1149;UTM  11      - 5,427,830.291   558,940.013   MT  0.99964268   +0 36 29.5
 TO1149
 TO1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1149!SPC ID W     -   0.99984216  x   0.99994630  =   0.99978847
 TO1149!UTM  11      -   0.99984216  x   0.99964268  =   0.99948490
 TO1149
 TO1149:                Primary Azimuth Mark                     Grid Az
 TO1149:SPC ID W     -  HARPER                                   043 03 26.7
 TO1149:UTM  11      -  HARPER                                   042 06 50.4
 TO1149
 TO1149|---------------------------------------------------------------------|
 TO1149| PID    Reference Object                     Distance      Geod. Az  |
 TO1149|                                                           dddmmss.s |
 TO1149| TO1133 HARPER                              APPROX. 2.5 KM 0424319.9 |
 TO1149|---------------------------------------------------------------------|
 TO1149
 TO1149                          SUPERSEDED SURVEY CONTROL
 TO1149
 TO1149  NAD 83(1986)-  49 00 02.00533(N)    116 11 39.00092(W) AD(       ) 3
 TO1149
 TO1149.Superseded values are not recommended for survey control.
 TO1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1149.See file dsdata.txt to determine how the superseded data were derived.
 TO1149
 TO1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ5894027830(NAD 83)
 TO1149_MARKER: Z = SEE DESCRIPTION
 TO1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1149_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1149+STABILITY: SURFACE MOTION
 TO1149
 TO1149  HISTORY     - Date     Condition        Report By
 TO1149  HISTORY     - 1905     MONUMENTED       IBC
 TO1149  HISTORY     - 1960     GOOD             IBC
 TO1149
 TO1149                          STATION DESCRIPTION
 TO1149
 TO1149'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1149'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1149'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1149'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1149'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1149'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1149'MONUMENT.
 TO1149
 TO1149                          STATION RECOVERY (1960)
 TO1149
 TO1149'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (WMS)
 TO1149'RECOVERED IN GOOD CONDITION.  THE OBELISK WAS PAINTED WITH ALUMINUM
 TO1149'PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0105 ***********************************************************************
 TO0105  DESIGNATION -  BOUNDARY MON 216 A REF
 TO0105  PID         -  TO0105
 TO0105  STATE/COUNTY-  ID/BOUNDARY
 TO0105  USGS QUAD   -  
 TO0105
 TO0105                         *CURRENT SURVEY CONTROL
 TO0105  ___________________________________________________________________
 TO0105* NAD 83(1986)-  49 00 02.     (N)    116 10 53.     (W)     SCALED    
 TO0105* NAVD 88     -       805.680  (meters)    2643.30   (feet)  ADJUSTED  
 TO0105  ___________________________________________________________________
 TO0105  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 TO0105  DYNAMIC HT  -         805.749 (meters)    2643.53  (feet)  COMP
 TO0105  MODELED GRAV-     980,670.2   (mgal)                       NAVD 88
 TO0105
 TO0105  VERT ORDER  -  FIRST     CLASS II
 TO0105
 TO0105.The horizontal coordinates were scaled from a topographic map and have
 TO0105.an estimated accuracy of +/- 6 seconds.
 TO0105
 TO0105.The orthometric height was determined by differential leveling
 TO0105.and adjusted by the National Geodetic Survey in June 1991..
 TO0105
 TO0105.The geoid height was determined by GEOID03.
 TO0105
 TO0105.The dynamic height is computed by dividing the NAVD 88
 TO0105.geopotential number by the normal gravity value computed on the
 TO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0105.degrees latitude (g = 980.6199 gals.).
 TO0105
 TO0105.The modeled gravity was interpolated from observed gravity values.
 TO0105
 TO0105;                    North         East    Units  Estimated Accuracy
 TO0105;SPC ID W     -   815,110.      768,440.      MT  (+/- 180 meters Scaled)
 TO0105
 TO0105                          SUPERSEDED SURVEY CONTROL
 TO0105
 TO0105  NGVD 29 (??/??/92)  804.456  (m)         2639.29   (f) ADJ UNCH    1 2
 TO0105
 TO0105.Superseded values are not recommended for survey control.
 TO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0105.See file dsdata.txt to determine how the superseded data were derived.
 TO0105
 TO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ598278(NAD 83)
 TO0105_MARKER: DD = SURVEY DISK
 TO0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0105+STABILITY: SURFACE MOTION
 TO0105
 TO0105  HISTORY     - Date     Condition        Report By
 TO0105  HISTORY     - UNK      MONUMENTED       USDA
 TO0105  HISTORY     - 1946     GOOD             NGS
 TO0105
 TO0105                          STATION DESCRIPTION
 TO0105
 TO0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TO0105'IN EASTPORT.
 TO0105'AT EASTPORT, AT THE INTERNATIONAL BOUNDARY, 3.3 FEET EAST OF BOUNDARY
 TO0105'MONUMENT NO. 216-A, 29.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 TO0105'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 TO0105'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1130 ***********************************************************************
 TO1130  DESIGNATION -  BOUNDARY MON 216 B
 TO1130  PID         -  TO1130
 TO1130  STATE/COUNTY-  ID/BOUNDARY
 TO1130  USGS QUAD   -  
 TO1130
 TO1130                         *CURRENT SURVEY CONTROL
 TO1130  ___________________________________________________________________
 TO1130* NAD 83(1992)-  49 00 02.02107(N)    116 10 51.70240(W)     ADJUSTED  
 TO1130* NAVD 88     -       807.5    (meters)    2649.     (feet)  VERTCON   
 TO1130  ___________________________________________________________________
 TO1130  X           -  -1,849,947.258 (meters)                     COMP
 TO1130  Y           -  -3,762,733.810 (meters)                     COMP
 TO1130  Z           -   4,791,197.171 (meters)                     COMP
 TO1130  LAPLACE CORR-          11.19  (seconds)                    DEFLEC99
 TO1130  ELLIP HEIGHT-         791.64  (meters)          (07/28/92) GPS OBS
 TO1130  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 TO1130
 TO1130  HORZ ORDER  -  FIRST
 TO1130  ELLP ORDER  -  FIFTH     CLASS I
 TO1130
 TO1130.The horizontal coordinates were established by GPS observations
 TO1130.and adjusted by the National Geodetic Survey in July 1992..
 TO1130
 TO1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1130
 TO1130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TO1130
 TO1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1130
 TO1130.The ellipsoidal height was determined by GPS observations
 TO1130.and is referenced to NAD 83.
 TO1130
 TO1130.The geoid height was determined by GEOID03.
 TO1130
 TO1130;                    North         East     Units Scale Factor Converg.
 TO1130;SPC ID W     -   815,111.725   768,463.374   MT  0.99994555   -0 19 31.1
 TO1130;UTM  11      - 5,427,841.296   559,900.692   MT  0.99964408   +0 37 05.2
 TO1130
 TO1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1130!SPC ID W     -   0.99987595  x   0.99994555  =   0.99982151
 TO1130!UTM  11      -   0.99987595  x   0.99964408  =   0.99952008
 TO1130
 TO1130                          SUPERSEDED SURVEY CONTROL
 TO1130
 TO1130  NAD 83(1986)-  49 00 02.02489(N)    116 10 51.70025(W) AD(       ) 1
 TO1130  NGVD 29 (08/25/89)  806.3    (m)         2645.     (f) GPS OBS        
 TO1130
 TO1130.Superseded values are not recommended for survey control.
 TO1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1130.See file dsdata.txt to determine how the superseded data were derived.
 TO1130
 TO1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ5990127841(NAD 83)
 TO1130_MARKER: DU = BOUNDARY MARKER
 TO1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1130_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO1130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO1130+STABILITY: POSITION/ELEVATION WELL
 TO1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO1130+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1988
 TO1130
 TO1130  HISTORY     - Date     Condition        Report By
 TO1130  HISTORY     - 1936     MONUMENTED       IBC
 TO1130  HISTORY     - 1936     GOOD             IBC
 TO1130  HISTORY     - 1975     GOOD             IBC
 TO1130  HISTORY     - 19880801 GOOD             NGS
 TO1130
 TO1130                          STATION DESCRIPTION
 TO1130
 TO1130'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1936 (FHB)
 TO1130'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TO1130'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TO1130'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TO1130'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TO1130'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TO1130'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TO1130'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TO1130'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TO1130'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TO1130'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TO1130'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TO1130'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TO1130'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TO1130'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TO1130'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TO1130'CONCRETE.
 TO1130'
 TO1130'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TO1130'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TO1130'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TO1130'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TO1130'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TO1130'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE.
 TO1130'NOTE--IN 1956 THIS MONUMENT WAS MOVED TO A NEW LOCATION.
 TO1130
 TO1130                          STATION RECOVERY (1936)
 TO1130
 TO1130'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1936
 TO1130'RECOVERED IN GOOD CONDITION.
 TO1130
 TO1130                          STATION RECOVERY (1975)
 TO1130
 TO1130'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TO1130'RECOVERED IN GOOD CONDITION.
 TO1130
 TO1130                          STATION RECOVERY (1988)
 TO1130
 TO1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TO1130'THE MONUMENT IS LOCATED 10.53 M (34.5 FT) EAST OF THE CENTER OF THE
 TO1130'HIGHWAY AT THE EASTPORT, IDAHO - KINGSGATE, BRITISH COLUMBIA BORDER
 TO1130'CROSSING.
 TO1130'THE MONUMENT IS OF THE ORNAMENTAL TYPE AND CONSISTS OF A CONCRETE
 TO1130'OBELISK SET IN A 0.91 M (3.0 FT) SQUARE, CONCRETE BASE THAT PROJECTS
 TO1130'ABOUT 0.10 M (0.3 FT) ABOVE THE SURFACE. --NO 216B-- IS INSCRIBED IN
 TO1130'THE CONCRETE BASE.  THE OBELISK IS FINISHED IN GRANULAR QUARTZ
 TO1130'AGGREGATE, WASHED FREE OF CEMENT SO THAT THE LIGHT COLOR AND TEXTURE
 TO1130'SHOWS CLEAN.  IT IS 0.36 M (1.2 FT) SQUARE AT THE POINT IT ENTERS THE
 TO1130'CONCRETE BASE AND TAPERS TO A CROSS-SECTION OF 0.20 M (0.7 FT)  AT
 TO1130'THE TOP, AND IS CAPPED BY A PYRAMID 0.10 M (0.3 FT) IN HEIGHT.  IT
 TO1130'PROJECTS ABOUT 1.52 M (5.0 FT) ABOVE THE CONCRETE BASE.  THE
 TO1130'INSCRIPTIONS ON THE OBELISK ARE IN BLACK AGGREGATE FLUSH WITH THE
 TO1130'SURFACE.  THEY READ VERTICALLY AND ARE AS FOLLOWS, --INTERNATIONAL
 TO1130'BOUNDARY-- ON THE WEST SIDE, --TREATY OF 1925-- ON THE EAST SIDE,
 TO1130'--CANADA-- ON THE NORTH SIDE AND --UNITED STATES-- ON THE SOUTH SIDE.
 TO1130'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TO1130'TYPED E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1150 ***********************************************************************
 TO1150  DESIGNATION -  BOUNDARY MON 216 CD US
 TO1150  PID         -  TO1150
 TO1150  STATE/COUNTY-  ID/BONNER
 TO1150  USGS QUAD   -  
 TO1150
 TO1150                         *CURRENT SURVEY CONTROL
 TO1150  ___________________________________________________________________
 TO1150* NAD 83(1992)-  49 00 02.01876(N)    116 10 57.59322(W)     ADJUSTED  
 TO1150* NAVD 88     -       807.     (meters)    2648.     (feet)  SCALED    
 TO1150  ___________________________________________________________________
 TO1150  LAPLACE CORR-          10.64  (seconds)                    DEFLEC99
 TO1150  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 TO1150
 TO1150  HORZ ORDER  -  THIRD
 TO1150
 TO1150.The horizontal coordinates were established by classical geodetic methods
 TO1150.and adjusted by the National Geodetic Survey in July 1992..
 TO1150
 TO1150.The orthometric height was scaled from a topographic map.
 TO1150
 TO1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1150
 TO1150.The geoid height was determined by GEOID03.
 TO1150
 TO1150;                    North         East     Units Scale Factor Converg.
 TO1150;SPC ID W     -   815,112.335   768,343.649   MT  0.99994564   -0 19 35.6
 TO1150;UTM  11      - 5,427,839.935   559,781.010   MT  0.99964390   +0 37 00.7
 TO1150
 TO1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1150!SPC ID W     -   0.99987595  x   0.99994564  =   0.99982160
 TO1150!UTM  11      -   0.99987595  x   0.99964390  =   0.99951989
 TO1150
 TO1150:                Primary Azimuth Mark                     Grid Az
 TO1150:SPC ID W     -  HARPER                                   025 30 15.9
 TO1150:UTM  11      -  HARPER                                   024 33 39.6
 TO1150
 TO1150|---------------------------------------------------------------------|
 TO1150| PID    Reference Object                     Distance      Geod. Az  |
 TO1150|                                                           dddmmss.s |
 TO1150| TO1133 HARPER                              APPROX. 2.0 KM 0251040.3 |
 TO1150| TO1153 BOUNDARY MON 218 CD US              331.681 METERS 08956     |
 TO1150| TO1152 BOUNDARY MON 217 CD US              304.845 METERS 08958     |
 TO1150|---------------------------------------------------------------------|
 TO1150
 TO1150                          SUPERSEDED SURVEY CONTROL
 TO1150
 TO1150  NAD 83(1986)-  49 00 02.02311(N)    116 10 57.59111(W) AD(       ) 3
 TO1150
 TO1150.Superseded values are not recommended for survey control.
 TO1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1150.See file dsdata.txt to determine how the superseded data were derived.
 TO1150
 TO1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ5978127840(NAD 83)
 TO1150_MARKER: Z = SEE DESCRIPTION
 TO1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1150+STABILITY: SURFACE MOTION
 TO1150
 TO1150  HISTORY     - Date     Condition        Report By
 TO1150  HISTORY     - 1905     MONUMENTED       IBC
 TO1150  HISTORY     - 1960     GOOD             IBC
 TO1150
 TO1150                          STATION DESCRIPTION
 TO1150
 TO1150'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1150'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1150'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1150'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1150'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1150'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1150'MONUMENT.
 TO1150
 TO1150                          STATION RECOVERY (1960)
 TO1150
 TO1150'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (WMS)
 TO1150'RECOVERED IN GOOD CONDITION.  THE OBELISK WAS PAINTED WITH ALUMINUM
 TO1150'PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1152 ***********************************************************************
 TO1152  DESIGNATION -  BOUNDARY MON 217 CD US
 TO1152  PID         -  TO1152
 TO1152  STATE/COUNTY-  ID/BONNER
 TO1152  USGS QUAD   -  
 TO1152
 TO1152                         *CURRENT SURVEY CONTROL
 TO1152  ___________________________________________________________________
 TO1152* NAD 83(1992)-  49 00 02.02493(N)    116 10 42.59492(W)     ADJUSTED  
 TO1152* NAVD 88     -       806.     (meters)    2644.     (feet)  SCALED    
 TO1152  ___________________________________________________________________
 TO1152  LAPLACE CORR-          12.05  (seconds)                    DEFLEC99
 TO1152  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 TO1152
 TO1152  HORZ ORDER  -  THIRD
 TO1152
 TO1152.The horizontal coordinates were established by classical geodetic methods
 TO1152.and adjusted by the National Geodetic Survey in July 1992..
 TO1152
 TO1152.The orthometric height was scaled from a topographic map.
 TO1152
 TO1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1152
 TO1152.The geoid height was determined by GEOID03.
 TO1152
 TO1152;                    North         East     Units Scale Factor Converg.
 TO1152;SPC ID W     -   815,110.797   768,648.473   MT  0.99994540   -0 19 24.2
 TO1152;UTM  11      - 5,427,843.415   560,085.727   MT  0.99964435   +0 37 12.1
 TO1152
 TO1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1152!SPC ID W     -   0.99987611  x   0.99994540  =   0.99982152
 TO1152!UTM  11      -   0.99987611  x   0.99964435  =   0.99952050
 TO1152
 TO1152                          SUPERSEDED SURVEY CONTROL
 TO1152
 TO1152  NAD 83(1986)-  49 00 02.02848(N)    116 10 42.59151(W) AD(       ) 3
 TO1152
 TO1152.Superseded values are not recommended for survey control.
 TO1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1152.See file dsdata.txt to determine how the superseded data were derived.
 TO1152
 TO1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ6008627843(NAD 83)
 TO1152_MARKER: Z = SEE DESCRIPTION
 TO1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1152+STABILITY: SURFACE MOTION
 TO1152
 TO1152  HISTORY     - Date     Condition        Report By
 TO1152  HISTORY     - 1905     MONUMENTED       IBC
 TO1152  HISTORY     - 1965     GOOD             IBC
 TO1152
 TO1152                          STATION DESCRIPTION
 TO1152
 TO1152'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1152'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1152'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1152'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1152'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1152'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1152'MONUMENT.
 TO1152
 TO1152                          STATION RECOVERY (1965)
 TO1152
 TO1152'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965 (NWS)
 TO1152'RECOVERED IN GOOD CONDITION.  THE OBELISK WAS PAINTED IN 1960 WITH
 TO1152'ALUMINUM PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1153 ***********************************************************************
 TO1153  DESIGNATION -  BOUNDARY MON 218 CD US
 TO1153  PID         -  TO1153
 TO1153  STATE/COUNTY-  ID/BONNER
 TO1153  USGS QUAD   -  
 TO1153
 TO1153                         *CURRENT SURVEY CONTROL
 TO1153  ___________________________________________________________________
 TO1153* NAD 83(1992)-  49 00 02.03236(N)    116 10 41.27460(W)     ADJUSTED  
 TO1153* NAVD 88     -       806.     (meters)    2644.     (feet)  SCALED    
 TO1153  ___________________________________________________________________
 TO1153  LAPLACE CORR-          12.18  (seconds)                    DEFLEC99
 TO1153  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 TO1153
 TO1153  HORZ ORDER  -  THIRD
 TO1153
 TO1153.The horizontal coordinates were established by classical geodetic methods
 TO1153.and adjusted by the National Geodetic Survey in July 1992..
 TO1153
 TO1153.The orthometric height was scaled from a topographic map.
 TO1153
 TO1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1153
 TO1153.The geoid height was determined by GEOID03.
 TO1153
 TO1153;                    North         East     Units Scale Factor Converg.
 TO1153;SPC ID W     -   815,110.875   768,675.309   MT  0.99994538   -0 19 23.2
 TO1153;UTM  11      - 5,427,843.935   560,112.549   MT  0.99964439   +0 37 13.1
 TO1153
 TO1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1153!SPC ID W     -   0.99987611  x   0.99994538  =   0.99982150
 TO1153!UTM  11      -   0.99987611  x   0.99964439  =   0.99952054
 TO1153
 TO1153|---------------------------------------------------------------------|
 TO1153| PID    Reference Object                     Distance      Geod. Az  |
 TO1153|                                                           dddmmss.s |
 TO1153| TO1152 BOUNDARY MON 217 CD US               26.837 METERS 26931     |
 TO1153| TO1150 BOUNDARY MON 216 CD US              331.681 METERS 26956     |
 TO1153|---------------------------------------------------------------------|
 TO1153
 TO1153                          SUPERSEDED SURVEY CONTROL
 TO1153
 TO1153  NAD 83(1986)-  49 00 02.03583(N)    116 10 41.27119(W) AD(       ) 3
 TO1153
 TO1153.Superseded values are not recommended for survey control.
 TO1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1153.See file dsdata.txt to determine how the superseded data were derived.
 TO1153
 TO1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ6011327844(NAD 83)
 TO1153_MARKER: Z = SEE DESCRIPTION
 TO1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1153+STABILITY: SURFACE MOTION
 TO1153
 TO1153  HISTORY     - Date     Condition        Report By
 TO1153  HISTORY     - 1905     MONUMENTED       IBC
 TO1153  HISTORY     - 1965     GOOD             IBC
 TO1153
 TO1153                          STATION DESCRIPTION
 TO1153
 TO1153'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1153'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1153'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1153'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1153'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1153'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1153'MONUMENT.
 TO1153
 TO1153                          STATION RECOVERY (1965)
 TO1153
 TO1153'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965 (NWS)
 TO1153'RECOVERED IN GOOD CONDITION.  THE OBELISK WAS PAINTED IN 1960 WITH
 TO1153'ALUMINUM PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1121 ***********************************************************************
 TO1121  DESIGNATION -  BOUNDARY MON 219 CD US
 TO1121  PID         -  TO1121
 TO1121  STATE/COUNTY-  ID/BOUNDARY
 TO1121  USGS QUAD   -  
 TO1121
 TO1121                         *CURRENT SURVEY CONTROL
 TO1121  ___________________________________________________________________
 TO1121* NAD 83(1992)-  49 00 02.38712(N)    116 08 18.95368(W)     ADJUSTED  
 TO1121* NAVD 88     -      1679.2    (meters)    5509.     (feet)  VERTCON   
 TO1121  ___________________________________________________________________
 TO1121  LAPLACE CORR-          18.40  (seconds)                    DEFLEC99
 TO1121  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 TO1121
 TO1121  HORZ ORDER  -  THIRD
 TO1121
 TO1121.The horizontal coordinates were established by classical geodetic methods
 TO1121.and adjusted by the National Geodetic Survey in July 1992..
 TO1121
 TO1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1121
 TO1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1121
 TO1121.The geoid height was determined by GEOID03.
 TO1121
 TO1121;                    North         East     Units Scale Factor Converg.
 TO1121;SPC ID W     -   815,106.274   771,567.873   MT  0.99994326   -0 17 35.8
 TO1121;SPC MT       -   548,514.177   114,829.476   MT  1.00000041   -4 51 22.2
 TO1121;SPC MT       - 1,799,587.19    376,737.13   iFT  1.00000041   -4 51 22.2
 TO1121;UTM  11      - 5,427,886.948   563,003.935   MT  0.99964876   +0 39 00.5
 TO1121
 TO1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1121!SPC ID W     -   0.99973933  x   0.99994326  =   0.99968261
 TO1121!SPC MT       -   0.99973933  x   1.00000041  =   0.99973974
 TO1121!UTM  11      -   0.99973933  x   0.99964876  =   0.99938819
 TO1121
 TO1121:                Primary Azimuth Mark                     Grid Az
 TO1121:SPC ID W     -  BOUNDARY MON 220 CD US                   090 05 08.2
 TO1121:SPC MT       -  BOUNDARY MON 220 CD US                   094 38 54.6
 TO1121:UTM  11      -  BOUNDARY MON 220 CD US                   089 08 31.9
 TO1121
 TO1121|---------------------------------------------------------------------|
 TO1121| PID    Reference Object                     Distance      Geod. Az  |
 TO1121|                                                           dddmmss.s |
 TO1121| TO1120 BOUNDARY MON 220 CD US              APPROX. 2.2 KM 0894732.4 |
 TO1121|---------------------------------------------------------------------|
 TO1121
 TO1121                          SUPERSEDED SURVEY CONTROL
 TO1121
 TO1121  NAD 83(1986)-  49 00 02.39806(N)    116 08 18.95014(W) AD(       ) 3
 TO1121  NAD 27      -  49 00 02.58197(N)    116 08 15.22698(W) AD(       ) 3
 TO1121  NGVD 29 (07/19/86) 1677.9    (m)         5505.     (f) VERT ANG       
 TO1121
 TO1121.Superseded values are not recommended for survey control.
 TO1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1121.See file dsdata.txt to determine how the superseded data were derived.
 TO1121
 TO1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ6300427887(NAD 83)
 TO1121_MARKER: Z = SEE DESCRIPTION
 TO1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1121_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1121+STABILITY: SURFACE MOTION
 TO1121
 TO1121  HISTORY     - Date     Condition        Report By
 TO1121  HISTORY     - 1905     MONUMENTED       IBC
 TO1121  HISTORY     - 1957     GOOD             IBC
 TO1121  HISTORY     - 1964     GOOD             USGS
 TO1121
 TO1121                          STATION DESCRIPTION
 TO1121
 TO1121'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1121'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1121'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1121'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1121'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1121'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1121'MONUMENT.
 TO1121
 TO1121                          STATION RECOVERY (1957)
 TO1121
 TO1121'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TO1121'STATION SEARCHED FOR AND RECOVERED.
 TO1121
 TO1121                          STATION RECOVERY (1964)
 TO1121
 TO1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO1121'LOCATED ABOUT 4 MI. (AIRLINE) W. OF THE IDAHO-MONTANA BOUNDARY, 2 MI.
 TO1121'E. OF EASTPORT, ON A SMALL RISE ON THE W. SLOPE OF A HILL AT THE U.S.
 TO1121'AND CANADA BOUNDARY.
 TO1121'
 TO1121'TO REACH FROM MOYIE SPRINGS, PROCEED E. ALONG OLD U.S. HIGHWAY NO. 2
 TO1121'FOR 2.8 MI. TO RD. JUNCTION JUST E. OF SCHOOLHOUSE, TURN LEFT ONTO
 TO1121'PAVED RD. FOR 3.1 MI. TO T-RD. N., TURN LEFT FOR 1 MI. TO Y-RD., TURN
 TO1121'LEFT ONTO DEER CREEK - CANUCK RD. FOR 10 MI. TO A Y-RD., TURN RIGHT
 TO1121'AND FOLLOW MAIN RD. FOR 8.3 MI. TO T-RD. FORK AND CLOVERLEAF, TURN
 TO1121'LEFT FOR 1.7 MI. TO A Y-RD., TURN LEFT FOR 1.8 MI. TO REVERSE CURVE
 TO1121'AND Y-RD. FORK, CONTINUE STRAIGHT AHEAD ALONG COPPER RIDGE RD. FOR
 TO1121'2.4 MI. TO TOP OF RIDGE AND COPPER CREEK TRAIL NO. 211 AND END OF
 TO1121'TRUCK TRAVEL.  PROCEED N. ALONG TRAIL THAT PARALLELS CREEK FOR ABOUT
 TO1121'0.25 MI. TO COPPER LAKE, CONTINUE ON TRAIL TO N. END OF MEADOW (TRAIL
 TO1121'TURNS LEFT), CONTINUE TO FOLLOW TRAIL IN A NORTHWESTERLY DIRECTION TO
 TO1121'ITS APPARENT END, CONTINUE NW. ALONG RIDGE TO THE INTERNATIONAL
 TO1121'BOUNDARY, TURN LEFT AND FOLLOW INTERNATIONAL BOULDARY FOR ABOUT 0.50
 TO1121'MI. TO W. SLOPE OF HILL AND STATION.
 TO1121'
 TO1121'STATION MARK--PEAK OF METAL MONUMENT WHICH IS 4.5 FT. ABOVE THE
 TO1121'GROUND, WITH RAISED LETTERS AND NUMBERS ---UNITED STATES
 TO1121'- 219 - CANADA---, ON S., W. AND N. FACES.  E. FACE STAMPED---TREATY
 TO1121'OF 1846 LINE ESTABLISHED 1857-1861 SURVEYED AND MARKED 1903-1907---.
 TO1121'
 TO1121'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1120 ***********************************************************************
 TO1120  DESIGNATION -  BOUNDARY MON 220 CD US
 TO1120  PID         -  TO1120
 TO1120  STATE/COUNTY-  ID/BOUNDARY
 TO1120  USGS QUAD   -  
 TO1120
 TO1120                         *CURRENT SURVEY CONTROL
 TO1120  ___________________________________________________________________
 TO1120* NAD 83(1992)-  49 00 02.62866(N)    116 06 31.87757(W)     ADJUSTED  
 TO1120* NAVD 88     -      1878.0    (meters)    6161.     (feet)  VERTCON   
 TO1120  ___________________________________________________________________
 TO1120  LAPLACE CORR-          11.18  (seconds)                    DEFLEC99
 TO1120  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 TO1120
 TO1120  HORZ ORDER  -  THIRD
 TO1120
 TO1120.The horizontal coordinates were established by classical geodetic methods
 TO1120.and adjusted by the National Geodetic Survey in July 1992..
 TO1120
 TO1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1120
 TO1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1120
 TO1120.The geoid height was determined by GEOID03.
 TO1120
 TO1120;                    North         East     Units Scale Factor Converg.
 TO1120;SPC ID W     -   815,103.022   773,744.103   MT  0.99994180   -0 16 15.0
 TO1120;SPC MT       -   548,337.786   116,998.674   MT  1.00000045   -4 50 03.9
 TO1120;SPC MT       - 1,799,008.48    383,853.92   iFT  1.00000045   -4 50 03.9
 TO1120;UTM  11      - 5,427,919.518   565,179.288   MT  0.99965219   +0 40 21.3
 TO1120
 TO1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1120!SPC ID W     -   0.99970818  x   0.99994180  =   0.99964999
 TO1120!SPC MT       -   0.99970818  x   1.00000045  =   0.99970863
 TO1120!UTM  11      -   0.99970818  x   0.99965219  =   0.99936047
 TO1120
 TO1120:                Primary Azimuth Mark                     Grid Az
 TO1120:SPC ID W     -  BOUNDARY MON 222 CD US                   090 05 12.4
 TO1120:SPC MT       -  BOUNDARY MON 222 CD US                   094 39 01.3
 TO1120:UTM  11      -  BOUNDARY MON 222 CD US                   089 08 36.1
 TO1120
 TO1120|---------------------------------------------------------------------|
 TO1120| PID    Reference Object                     Distance      Geod. Az  |
 TO1120|                                                           dddmmss.s |
 TO1120| TO1118 BOUNDARY MON 222 CD US              APPROX. 5.6 KM 0894857.4 |
 TO1120|---------------------------------------------------------------------|
 TO1120
 TO1120                          SUPERSEDED SURVEY CONTROL
 TO1120
 TO1120  NAD 83(1986)-  49 00 02.63878(N)    116 06 31.87414(W) AD(       ) 3
 TO1120  NAD 27      -  49 00 02.82097(N)    116 06 28.14886(W) AD(       ) 3
 TO1120  NGVD 29 (07/19/86) 1876.7    (m)         6157.     (f) VERT ANG       
 TO1120
 TO1120.Superseded values are not recommended for survey control.
 TO1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1120.See file dsdata.txt to determine how the superseded data were derived.
 TO1120
 TO1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ6517927920(NAD 83)
 TO1120_MARKER: Z = SEE DESCRIPTION
 TO1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1120_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1120+STABILITY: SURFACE MOTION
 TO1120
 TO1120  HISTORY     - Date     Condition        Report By
 TO1120  HISTORY     - 1905     MONUMENTED       IBC
 TO1120  HISTORY     - 1957     GOOD             IBC
 TO1120  HISTORY     - 1964     GOOD             USGS
 TO1120
 TO1120                          STATION DESCRIPTION
 TO1120
 TO1120'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1120'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1120'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1120'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1120'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1120'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1120'MONUMENT.
 TO1120
 TO1120                          STATION RECOVERY (1957)
 TO1120
 TO1120'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TO1120'STATION SEARCHED FOR AND RECOVERED.
 TO1120
 TO1120                          STATION RECOVERY (1964)
 TO1120
 TO1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO1120'LOCATED ABOUT 7 MI. (AIRLINE) NW. OF NORTHWEST PEAK LOOKOUT, 3.25 MI.
 TO1120'E. OF EASTPORT.
 TO1120'
 TO1120'TO REACH FROM MOYIE SPRINGS, PROCEED E. ALONG OLD U.S. HIGHWAY NO. 2
 TO1120'FOR 2.8 MI. TO RD. JUNCTION E. OF SCHOOLHOUSE, TURN LEFT ONTO PAVED
 TO1120'RD. FOR 3.1 MI. TO T-RD., TURN LEFT FOR 1 MI. TO Y-RD., TURN LEFT
 TO1120'ONTO DEER CREEK-CANUCK RD. FOR 10 MI. TO Y-RD., TURN RIGHT ONTO MAIN
 TO1120'RD. FOR 8.3 MI. TO T-RD. FORK AND CLOVERLEAF, TURN LEFT FOR 1.7 MI.
 TO1120'TO Y-RD., TURN LEFT FOR 1.8 MI. TO REVERSE CURVE AND Y-RD. FORK,
 TO1120'CONTINUE STRAIGHT AHEAD ALONG COPPER RIDGE RD. FOR 2.4 MI. TO TOP OF
 TO1120'RIDGE AND COPPER CREEK TRAIL NO. 211.  LEAVE TRUCK AND PROCEED
 TO1120'NORTHERLY ALONG TRAIL FOR ABOUT 0.25 MI. TO COPPER LAKE, CONTINUE
 TO1120'WALKING IN A NORTHERLY DIRECTION AROUND LAKE TO A MEADOW, CROSS
 TO1120'MEADOW AND CLIMB E. TO TOP OF RIDGE, THENCE N. ALONG RIDGE TO
 TO1120'INTERNATIONAL BOUNDARY AND STATION.
 TO1120'
 TO1120'STATION MARK--PEAK OF METAL MONUMENT WHICH IS 4.5 FT. ABOVE GROUND,
 TO1120'WITH RAISED LETTERS AND NUMBERS ---UNITED STATES - 220 - CANADA---, ON
 TO1120'S., W. AND N. FACES.  E. FACE IS STAMPED---TREATY OF 1846 LINE
 TO1120'ESTABLISHED 1857-1861 SURVEYED AND MARKED 1903-1907---.
 TO1120'
 TO1120'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1154 ***********************************************************************
 TO1154  DESIGNATION -  BOUNDARY MON 221 CD US
 TO1154  PID         -  TO1154
 TO1154  STATE/COUNTY-  ID/BONNER
 TO1154  USGS QUAD   -  
 TO1154
 TO1154                         *CURRENT SURVEY CONTROL
 TO1154  ___________________________________________________________________
 TO1154* NAD 83(1992)-  49 00 02.98301(N)    116 03 44.30366(W)     ADJUSTED  
 TO1154* NAVD 88     -      1235.     (meters)    4052.     (feet)  SCALED    
 TO1154  ___________________________________________________________________
 TO1154  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 TO1154  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 TO1154
 TO1154  HORZ ORDER  -  THIRD
 TO1154
 TO1154.The horizontal coordinates were established by classical geodetic methods
 TO1154.and adjusted by the National Geodetic Survey in July 1992..
 TO1154
 TO1154.The orthometric height was scaled from a topographic map.
 TO1154
 TO1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1154
 TO1154.The geoid height was determined by GEOID03.
 TO1154
 TO1154;                    North         East     Units Scale Factor Converg.
 TO1154;SPC ID W     -   815,098.912   777,149.886   MT  0.99993975   -0 14 08.5
 TO1154;SPC MT       -   548,062.660   120,393.533   MT  1.00000051   -4 48 01.3
 TO1154;SPC MT       - 1,798,105.84    394,991.91   iFT  1.00000051   -4 48 01.3
 TO1154;UTM  11      - 5,427,971.471   568,583.704   MT  0.99965778   +0 42 27.8
 TO1154
 TO1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1154!SPC ID W     -   0.99980883  x   0.99993975  =   0.99974859
 TO1154!SPC MT       -   0.99980883  x   1.00000051  =   0.99980934
 TO1154!UTM  11      -   0.99980883  x   0.99965778  =   0.99946667
 TO1154
 TO1154:                Primary Azimuth Mark                     Grid Az
 TO1154:SPC ID W     -  HUNTER                                   308 56 23.6
 TO1154:SPC MT       -  HUNTER                                   313 30 16.4
 TO1154:UTM  11      -  HUNTER                                   307 59 47.3
 TO1154
 TO1154|---------------------------------------------------------------------|
 TO1154| PID    Reference Object                     Distance      Geod. Az  |
 TO1154|                                                           dddmmss.s |
 TO1154| TO1135 HUNTER                              APPROX. 4.2 KM 3084215.1 |
 TO1154|---------------------------------------------------------------------|
 TO1154
 TO1154                          SUPERSEDED SURVEY CONTROL
 TO1154
 TO1154  NAD 83(1986)-  49 00 02.98763(N)    116 03 44.30712(W) AD(       ) 3
 TO1154
 TO1154.Superseded values are not recommended for survey control.
 TO1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1154.See file dsdata.txt to determine how the superseded data were derived.
 TO1154
 TO1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ6858427971(NAD 83)
 TO1154_MARKER: Z = SEE DESCRIPTION
 TO1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1154+STABILITY: SURFACE MOTION
 TO1154
 TO1154  HISTORY     - Date     Condition        Report By
 TO1154  HISTORY     - 1905     MONUMENTED       IBC
 TO1154  HISTORY     - 1957     GOOD             IBC
 TO1154
 TO1154                          STATION DESCRIPTION
 TO1154
 TO1154'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1905 (JJM)
 TO1154'THE MONUMENT IS AN ALUMINUM - BRONZE SHAFT SET IN A 3 FOOT SQUARE
 TO1154'CONCRETE BASE AND PROJECTS 4-1/2 FEET ABOVE THE BASE.  ---CANADA---
 TO1154'IS CAST ON THE NORTH FACE OF THE SHAFT,---UNITED STATES---ON THE
 TO1154'SOUTH FACE, AND---TREATY OF 1846, LINE ESTABLISHED 1857-1907---ON THE
 TO1154'EAST FACE.  ON THE WEST FACE IS A PLATE BEARING THE NUMBER OF THE
 TO1154'MONUMENT.
 TO1154
 TO1154                          STATION RECOVERY (1957)
 TO1154
 TO1154'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TO1154'STATION SEARCHED FOR AND RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0195 ***********************************************************************
 NW0195  DESIGNATION -  BOUNDARY MON OFFSET
 NW0195  PID         -  NW0195
 NW0195  STATE/COUNTY-  ID/OWYHEE
 NW0195  USGS QUAD   -  DEACON CROSSING (1982)
 NW0195
 NW0195                         *CURRENT SURVEY CONTROL
 NW0195  ___________________________________________________________________
 NW0195* NAD 83(1992)-  42 23 42.98394(N)    117 01 35.72028(W)     ADJUSTED  
 NW0195* NAVD 88     -      1618.403  (meters)    5309.71   (feet)  ADJUSTED  
 NW0195  ___________________________________________________________________
 NW0195  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 NW0195  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 NW0195  DYNAMIC HT  -        1617.348 (meters)    5306.25  (feet)  COMP
 NW0195  MODELED GRAV-     979,911.8   (mgal)                       NAVD 88
 NW0195
 NW0195  HORZ ORDER  -  SECOND
 NW0195  VERT ORDER  -  SECOND    CLASS 0
 NW0195
 NW0195.The horizontal coordinates were established by classical geodetic methods
 NW0195.and adjusted by the National Geodetic Survey in October 1991..
 NW0195
 NW0195.The orthometric height was determined by differential leveling
 NW0195.and adjusted by the National Geodetic Survey in June 1991..
 NW0195
 NW0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0195
 NW0195.The geoid height was determined by GEOID03.
 NW0195
 NW0195.The dynamic height is computed by dividing the NAVD 88
 NW0195.geopotential number by the normal gravity value computed on the
 NW0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0195.degrees latitude (g = 980.6199 gals.).
 NW0195
 NW0195.The modeled gravity was interpolated from observed gravity values.
 NW0195
 NW0195;                    North         East     Units Scale Factor Converg.
 NW0195;SPC ID W     -    81,713.305   694,896.913   MT  1.00006920   -0 51 38.9
 NW0195;UTM  11      - 4,693,664.828   497,811.645   MT  0.99960006   -0 01 04.5
 NW0195
 NW0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0195!SPC ID W     -   0.99974897  x   1.00006920  =   0.99981815
 NW0195!UTM  11      -   0.99974897  x   0.99960006  =   0.99934913
 NW0195
 NW0195|---------------------------------------------------------------------|
 NW0195| PID    Reference Object                     Distance      Geod. Az  |
 NW0195|                                                           dddmmss.s |
 NW0195| CD6750 BOUNDARY MON OFFSET RM 3             14.426 METERS 16750     |
 NW0195| NW0330 HORSE HILL                          APPROX.45.4 KM 2302443.1 |
 NW0195| CD6748 BOUNDARY MON OFFSET RM 1              9.814 METERS 29044     |
 NW0195| NW0319 T12S R6W SEC 10 1/4 WEST ID OR        6.148 METERS 35113     |
 NW0195|---------------------------------------------------------------------|
 NW0195
 NW0195                          SUPERSEDED SURVEY CONTROL
 NW0195
 NW0195  NAD 83(1986)-  42 23 42.98808(N)    117 01 35.72485(W) AD(       ) 2
 NW0195  NAD 27      -  42 23 43.42200(N)    117 01 32.22900(W) AD(       ) 2
 NW0195  NGVD 29 (??/??/92) 1617.26   (m)         5306.0    (f) COMPUTED    2 0
 NW0195
 NW0195.Superseded values are not recommended for survey control.
 NW0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0195.See file dsdata.txt to determine how the superseded data were derived.
 NW0195
 NW0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG9781293665(NAD 83)
 NW0195_MARKER: DS = TRIANGULATION STATION DISK
 NW0195_SETTING: 66 = SET IN ROCK OUTCROP
 NW0195_SP_SET: OUTCROP
 NW0195_STAMPING: OFFSET BOUNDARY 1934
 NW0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0195+STABILITY: POSITION/ELEVATION WELL
 NW0195
 NW0195  HISTORY     - Date     Condition        Report By
 NW0195  HISTORY     - 1934     MONUMENTED       CGS
 NW0195  HISTORY     - 1963     GOOD             NGS
 NW0195  HISTORY     - 1975     GOOD             USGS
 NW0195
 NW0195                          STATION DESCRIPTION
 NW0195
 NW0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 NW0195'THE STATION IS ON THE OREGON-IDAHO BOUNDARY, ABOUT 300 YARDS
 NW0195'NORTH OF THE RANCH HOUSE OF THE C. RANCH.
 NW0195'
 NW0195'REACHED FROM JORDAN VALLEY AS FOLLOWS--GO EAST ON THE MAIN
 NW0195'STREET (THE POVERTY FLAT ROAD) AND FOLLOW THE MAIN-TRAVELED
 NW0195'ROAD 18.1 MILES, TAKE THE LEFT FORK AND GO 2.0 MILES, TAKE THE
 NW0195'RIGHT FORK TURNING OFF THE POVERTY FLAT ROAD AND GO 12.4
 NW0195'MILES TO THE THREE FORKS CANYON, CROSS THE THREE FORKS CANYON
 NW0195'AND CONTINUE 16.1 MILES TO THE C RANCH HOUSE, FROM HERE
 NW0195'GO NORTH ABOUT 300 YARDS TO THE STATION.  A DRIVE STATION.
 NW0195'
 NW0195'SURFACE AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 NW0195'SET IN A BOULDER AS DESCRIBED.
 NW0195'
 NW0195'REFERENCE MARK NO. 2 IS A GENERAL LAND OFFICE SECTION-CORNER
 NW0195'PIPE PROJECTING ABOUT 2 FEET ABOVE THE GROUND, AND STAMPED
 NW0195'ORE. IDA., 1/4 SEC., 10-1921.
 NW0195
 NW0195                          STATION RECOVERY (1963)
 NW0195
 NW0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NW0195'IN C RANCH.
 NW0195'AT THE C RANCH, ABOUT 350 YARDS NORTH OF THE HOUSE, 0.1 MILE NORTHWEST
 NW0195'OF THE HOUSE VIA ROAD, 659 FEET NORTHEAST OF THE CENTER LINE OF THE
 NW0195'ROAD, 679 FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE SOUTHEAST END
 NW0195'OF A GATE, IN THE TOP OF A 3 BY 3 1/2 FOOT OUTCROP PROJECTING 0.3 FOOT
 NW0195'ABOVE THE GROUND, 32.25 FEET SOUTHEAST OF OFFSET BOUNDARY R.M. 1, 22.0
 NW0195'FEET NORTHEAST OF A WITNESS POST, AND ABOUT 20 FEET HIGHER THAN THE
 NW0195'ROAD.
 NW0195
 NW0195                          STATION RECOVERY (1975)
 NW0195
 NW0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NW0195'RECOVERED AS DESCRIBED.
 NW0195'STATION MARK AND RM 1 ARE IN GOOD CONDITION.
 NW0195'RM 2 (GLO CORNER) WAS FOUND TIPPED OVER AND OUT OF ROCK MOUND.
 NW0195'IT IS A CAP ON 1-INCH IRON PIPE STAMPED---1/4 S 10 IDA OR 1921---.
 NW0195'IT WAS NOT MEASURED.  A NEW RM WAS SET IN A FLAT OUTCROP FLUSH
 NW0195'WITH GROUND.  STANDARD TABLET STAMPED---OFFSET BOUNDARY NO 3 1975---.
 NW0195'
 NW0195'INSTRUMENT STAND 5.0 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0500 ***********************************************************************
 NT0500  DESIGNATION -  BOUNDARY MP 112 ID WY
 NT0500  PID         -  NT0500
 NT0500  STATE/COUNTY-  ID/BANNOCK
 NT0500  USGS QUAD   -  ELK VALLEY (1980)
 NT0500
 NT0500                         *CURRENT SURVEY CONTROL
 NT0500  ___________________________________________________________________
 NT0500* NAD 83(1992)-  42 36 34.41499(N)    111 02 43.32487(W)     ADJUSTED  
 NT0500* NAVD 88     -      2301.7    (meters)    7551.     (feet)  VERTCON   
 NT0500  ___________________________________________________________________
 NT0500  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 NT0500  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 NT0500
 NT0500  HORZ ORDER  -  SECOND
 NT0500
 NT0500.The horizontal coordinates were established by classical geodetic methods
 NT0500.and adjusted by the National Geodetic Survey in July 1992..
 NT0500
 NT0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0500
 NT0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0500
 NT0500.The geoid height was determined by GEOID03.
 NT0500
 NT0500;                    North         East     Units Scale Factor Converg.
 NT0500;SPC ID E     -   105,336.775   292,004.221   MT  1.00005147   +0 45 33.0
 NT0500;UTM  12      - 4,717,459.548   496,278.800   MT  0.99960017   -0 01 50.6
 NT0500
 NT0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0500!SPC ID E     -   0.99964094  x   1.00005147  =   0.99969239
 NT0500!UTM  12      -   0.99964094  x   0.99960017  =   0.99924125
 NT0500
 NT0500|---------------------------------------------------------------------|
 NT0500| PID    Reference Object                     Distance      Geod. Az  |
 NT0500|                                                           dddmmss.s |
 NT0500| CM4931 BOUNDARY MP 112 RM 1                  6.840 METERS 03257     |
 NT0500| CM4932 BOUNDARY MP 112 RM 2                 10.710 METERS 12800     |
 NT0500| CM4933 BOUNDARY MP 112 RM 3                 15.280 METERS 28443     |
 NT0500| NT0499 SALT                                APPROX. 0.5 KM 3010047.5 |
 NT0500|---------------------------------------------------------------------|
 NT0500
 NT0500                          SUPERSEDED SURVEY CONTROL
 NT0500
 NT0500  NAD 83(1986)-  42 36 34.40429(N)    111 02 43.31623(W) AD(       ) 2
 NT0500  NAD 27      -  42 36 34.64200(N)    111 02 40.56600(W) AD(       ) 2
 NT0500  NGVD 29 (07/19/86) 2300.4    (m)         7547.     (f) VERT ANG       
 NT0500
 NT0500.Superseded values are not recommended for survey control.
 NT0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0500.See file dsdata.txt to determine how the superseded data were derived.
 NT0500
 NT0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9627917460(NAD 83)
 NT0500_MARKER: X = CHISELED CROSS
 NT0500_SETTING: 0 = UNSPECIFIED SETTING
 NT0500
 NT0500  HISTORY     - Date     Condition        Report By
 NT0500  HISTORY     - 1946     MONUMENTED       CGS
 NT0500
 NT0500                          STATION DESCRIPTION
 NT0500
 NT0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0500'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF AFTON WYOMING,
 NT0500'4 MILES SOUTH OF THE INTERSECTION OF THE CROW CREEK ROAD AND
 NT0500'THE IDAHO-WYOMING STATE LINE, IN (T9S, R46E, SEC. 26 IDAHO
 NT0500'AND T30N, R119W, SEC. 6 WYOMING.  THE MILE POST IS ON THE
 NT0500'EDGE OF A SHARP BREAKOFF SLOPING INTO SPRING CREEK AND 0.3
 NT0500'MILE SOUTHEAST OF THE HIGHEST HILL IN THE VICINITY, IT IS A
 NT0500'STONE SET ON END WITH A CHIZELED CROSS ON THE TOP, PROJECTING
 NT0500'ABOUT 18 INCHES ABOVE THE GROUND.
 NT0500'
 NT0500'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MILEPOST 112
 NT0500'1946, SET IN ROCK OUTCROP PROJECTING ABOUT 2 INCHES.  IT IS 10
 NT0500'FEET WEST OF THE EAST EDGE OF THE HILL AND ABOUT 1 FOOT
 NT0500'LOWER THAN THE STATION.
 NT0500'
 NT0500'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MILEPOST 112
 NT0500'1946, SET IN ROCK OUTCROP PROJECTING ABOUT 2 INCHES.  IT IS
 NT0500'45 FEET SOUTH OF THE EDGE OF THE HILL, AND ABOUT 1 FOOT HIGHER
 NT0500'THAN THE STATION.
 NT0500'
 NT0500'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MILEPOST 112
 NT0500'1946, SET IN ROCK OUTCROP FLUSH WITH THE GROUND.  IT IS 60
 NT0500'FEET WEST OF THE EDGE OF THE HILL, AND ABOUT 2 FEET HIGHER
 NT0500'THAN THE STATION.
 NT0500'
 NT0500'TRIANGULATION STATION SALT WAS USED AS THE AZIMUTH MARK FOR
 NT0500'THIS STATION.  IT IS WEST ABOUT 0.3 MILE AND ON THE TOP OF THE
 NT0500'HIGHEST HILL.
 NT0500'
 NT0500'TO REACH THE AZIMUTH MARK SEE STATION DISCRIPTION.
 NT0500'
 NT0500'TO REACH THE STATION FROM THE POST OFFICE IN AFTON WYOMING
 NT0500'GO SOUTH FOR 2.25 TO THE CHEESE FACTORY ON THE RIGHT (WEST).
 NT0500'TURN RIGHT (WEST) AND GO 3.45 MILE TO A T ROAD.  TURN LEFT
 NT0500'(SOUTH) AND GO 4.0 MILES TO THE IDAHO-WYOMING STATE LINE, AND
 NT0500'A FORK, TAKE THE LEFT FORK AND GO 0.1 MILE TO A DIM ROAD TO
 NT0500'THE LEFT (EAST) JUST AFTER CROSSING A CULVERT.  TURN LEFT (EAST)
 NT0500'AND CROSS THE CREEK THENCE RIGHT UP THE FENCE LINE SOUTH FOR
 NT0500'1.45 MILE TO THE SUMMIT OF THE RIDGE, BEAR LEFT ON THE SUMMIT
 NT0500'AND GO SOUTH FOR 2.0 MILES ON A DIM TRACK ROAD, CONTINUE TO
 NT0500'THE RIGHT TO THE HIGHEST PART OF THE HILL AND STATION SALT,
 NT0500'BEAR LEFT SOUTHEAST FOR 0.3 MILE TO A LOW SADDLE AND THE
 NT0500'STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0498 ***********************************************************************
 NT0498  DESIGNATION -  BOUNDARY MP 115 ID WY
 NT0498  PID         -  NT0498
 NT0498  STATE/COUNTY-  ID/CARIBOU
 NT0498  USGS QUAD   -  SAGE VALLEY (1980)
 NT0498
 NT0498                         *CURRENT SURVEY CONTROL
 NT0498  ___________________________________________________________________
 NT0498* NAD 83(1992)-  42 39 10.46326(N)    111 02 41.07107(W)     ADJUSTED  
 NT0498* NAVD 88     -      1928.     (meters)    6325.     (feet)  SCALED    
 NT0498  ___________________________________________________________________
 NT0498  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 NT0498  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 NT0498
 NT0498  HORZ ORDER  -  SECOND
 NT0498
 NT0498.The horizontal coordinates were established by classical geodetic methods
 NT0498.and adjusted by the National Geodetic Survey in July 1992..
 NT0498
 NT0498.The orthometric height was scaled from a topographic map.
 NT0498
 NT0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0498
 NT0498.The geoid height was determined by GEOID03.
 NT0498
 NT0498;                    North         East     Units Scale Factor Converg.
 NT0498;SPC ID E     -   110,152.477   291,991.725   MT  1.00005145   +0 45 36.8
 NT0498;SPC WY W     -   339,545.926   721,170.610   MT  1.00001392   -0 39 05.2
 NT0498;UTM  12      - 4,722,272.792   496,332.696   MT  0.99960017   -0 01 49.1
 NT0498
 NT0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0498!SPC ID E     -   0.99969945  x   1.00005145  =   0.99975089
 NT0498!SPC WY W     -   0.99969945  x   1.00001392  =   0.99971337
 NT0498!UTM  12      -   0.99969945  x   0.99960017  =   0.99929974
 NT0498
 NT0498                          SUPERSEDED SURVEY CONTROL
 NT0498
 NT0498  NAD 83(1986)-  42 39 10.45254(N)    111 02 41.06221(W) AD(       ) 2
 NT0498  NAD 27      -  42 39 10.69700(N)    111 02 38.31100(W) AD(       ) 2
 NT0498
 NT0498.Superseded values are not recommended for survey control.
 NT0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0498.See file dsdata.txt to determine how the superseded data were derived.
 NT0498
 NT0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9633322273(NAD 83)
 NT0498_MARKER: Z = SEE DESCRIPTION
 NT0498_SETTING: 80 = SET IN A BOULDER
 NT0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0498+STABILITY: SURFACE MOTION
 NT0498
 NT0498  HISTORY     - Date     Condition        Report By
 NT0498  HISTORY     - 1946     MONUMENTED       CGS
 NT0498
 NT0498                          STATION DESCRIPTION
 NT0498
 NT0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0498'STATION BAGLEY IS LOCATED 7-1/2 MILES, AIRLINE, SOUTHWEST OF
 NT0498'AFTON, NEAR THE IDAHO-WYOMING STATE LINE, ON THE WEST SIDE OF
 NT0498'A LOW HILL NEAR THE SOUTH BANK OF CROW CREEK, 3/10 MILE
 NT0498'SOUTHEAST OF A GROUP OF FARM BUILDINGS, AND 2/10 MILE EAST
 NT0498'OF A COUNTY ROAD.
 NT0498'
 NT0498'THE IDAHO-WYOMING BOUNDARY MILE POST CONSISTS OF A FLAT BOULDER
 NT0498'SET ON EDGE AND SUPPORTED ON THE SIDES BY TWO SMALL BOULDERS.
 NT0498'THE BOULDER IS ABOUT 12 INCHES HIGH AND 18 INCHES LONG.  THERE
 NT0498'IS A W CHISLED ON THE WEST SIDE OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0901 ***********************************************************************
 RY0901  DESIGNATION -  BOUNDARY MP 225.065 M ID MT
 RY0901  PID         -  RY0901
 RY0901  STATE/COUNTY-  ID/CLEARWATER
 RY0901  USGS QUAD   -  RHODES PEAK (1994)
 RY0901
 RY0901                         *CURRENT SURVEY CONTROL
 RY0901  ___________________________________________________________________
 RY0901* NAD 83(1992)-  46 41 48.66097(N)    114 45 59.38990(W)     ADJUSTED  
 RY0901* NAVD 88     -      2311.1    (meters)    7582.     (feet)  VERTCON   
 RY0901  ___________________________________________________________________
 RY0901  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 RY0901  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 RY0901
 RY0901  HORZ ORDER  -  THIRD
 RY0901
 RY0901.The horizontal coordinates were established by classical geodetic methods
 RY0901.and adjusted by the National Geodetic Survey in July 1992..
 RY0901
 RY0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0901
 RY0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0901
 RY0901.The geoid height was determined by GEOID03.
 RY0901
 RY0901;                    North         East     Units Scale Factor Converg.
 RY0901;SPC ID W     -   559,365.531   875,218.088   MT  1.00000285   +0 42 56.7
 RY0901;UTM  11      - 5,173,899.765   670,758.862   MT  0.99995841   +1 37 32.8
 RY0901
 RY0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0901!SPC ID W     -   0.99964018  x   1.00000285  =   0.99964303
 RY0901!UTM  11      -   0.99964018  x   0.99995841  =   0.99959860
 RY0901
 RY0901:                Primary Azimuth Mark                     Grid Az
 RY0901:SPC ID W     -  RHODES PEAK                              207 26 05.1
 RY0901:UTM  11      -  RHODES PEAK                              206 31 29.0
 RY0901
 RY0901|---------------------------------------------------------------------|
 RY0901| PID    Reference Object                     Distance      Geod. Az  |
 RY0901|                                                           dddmmss.s |
 RY0901| RY0900 RHODES PEAK                         APPROX. 2.8 KM 2080901.8 |
 RY0901|---------------------------------------------------------------------|
 RY0901
 RY0901                          SUPERSEDED SURVEY CONTROL
 RY0901
 RY0901  NAD 83(1986)-  46 41 48.67135(N)    114 45 59.39336(W) AD(       ) 3
 RY0901  NAD 27      -  46 41 48.96833(N)    114 45 55.96906(W) AD(       ) 3
 RY0901  NGVD 29 (07/19/86) 2309.8    (m)         7578.     (f) VERT ANG       
 RY0901
 RY0901.Superseded values are not recommended for survey control.
 RY0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0901.See file dsdata.txt to determine how the superseded data were derived.
 RY0901
 RY0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM7075973900(NAD 83)
 RY0901_MARKER: P = PIPE CAP
 RY0901_SETTING: 0 = UNSPECIFIED SETTING
 RY0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0901
 RY0901  HISTORY     - Date     Condition        Report By
 RY0901  HISTORY     - 1966     MONUMENTED       USGS
 RY0901
 RY0901                          STATION DESCRIPTION
 RY0901
 RY0901'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0901'LOCATED ABOUT 12.9 MI. (AIRLINE) N. OF POWELL RANGER STATION, ABOUT
 RY0901'9.8 MI. NW. OF LOLO PASS, 0.5 MI. W. OF CACHE SADDLE, ON A ROUND,
 RY0901'CLEAR TOP.
 RY0901'
 RY0901'REACHED BY HELICOPTER.
 RY0901'
 RY0901'STATION MARK--TOP 3 IN. IRON PIPE WITH CAST IRON CAP STAMPED
 RY0901'---IDA + MONT 225.065 M---, PROJECTING 2.1 FT. ABOVE
 RY0901'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0865 ***********************************************************************
 RY0865  DESIGNATION -  BOUNDARY MP 279.893 M ID MT
 RY0865  PID         -  RY0865
 RY0865  STATE/COUNTY-  ID/IDAHO
 RY0865  USGS QUAD   -  GASH POINT (1966)
 RY0865
 RY0865                         *CURRENT SURVEY CONTROL
 RY0865  ___________________________________________________________________
 RY0865* NAD 83(1992)-  46 26 12.38984(N)    114 22 06.97694(W)     ADJUSTED  
 RY0865* NAVD 88     -      2681.2    (meters)    8797.     (feet)  VERTCON   
 RY0865  ___________________________________________________________________
 RY0865  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 RY0865  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 RY0865
 RY0865  HORZ ORDER  -  THIRD
 RY0865
 RY0865.The horizontal coordinates were established by classical geodetic methods
 RY0865.and adjusted by the National Geodetic Survey in July 1992..
 RY0865
 RY0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0865
 RY0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0865
 RY0865.The geoid height was determined by GEOID03.
 RY0865
 RY0865;                    North         East     Units Scale Factor Converg.
 RY0865;SPC ID W     -   530,914.407   906,154.755   MT  1.00007180   +1 00 03.9
 RY0865;UTM  11      - 5,145,942.756   702,142.370   MT  1.00010230   +1 54 26.6
 RY0865
 RY0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0865!SPC ID W     -   0.99958208  x   1.00007180  =   0.99965385
 RY0865!UTM  11      -   0.99958208  x   1.00010230  =   0.99968434
 RY0865
 RY0865:                Primary Azimuth Mark                     Grid Az
 RY0865:SPC ID W     -  GASH                                     094 46 26.8
 RY0865:UTM  11      -  GASH                                     093 52 04.1
 RY0865
 RY0865|---------------------------------------------------------------------|
 RY0865| PID    Reference Object                     Distance      Geod. Az  |
 RY0865|                                                           dddmmss.s |
 RY0865| RY0864 GASH                                APPROX. 3.7 KM 0954630.7 |
 RY0865|---------------------------------------------------------------------|
 RY0865
 RY0865                          SUPERSEDED SURVEY CONTROL
 RY0865
 RY0865  NAD 83(1986)-  46 26 12.40022(N)    114 22 06.95848(W) AD(       ) 3
 RY0865  NAD 27      -  46 26 12.67372(N)    114 22 03.61442(W) AD(       ) 3
 RY0865  NGVD 29 (07/19/86) 2679.8    (m)         8792.     (f) VERT ANG       
 RY0865
 RY0865.Superseded values are not recommended for survey control.
 RY0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0865.See file dsdata.txt to determine how the superseded data were derived.
 RY0865
 RY0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM0214245943(NAD 83)
 RY0865_MARKER: P = PIPE CAP
 RY0865_SETTING: 66 = SET IN ROCK OUTCROP
 RY0865_SP_SET: SET IN ROCK OUTCROP
 RY0865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0865+STABILITY: POSITION/ELEVATION WELL
 RY0865
 RY0865  HISTORY     - Date     Condition        Report By
 RY0865  HISTORY     - 1966     MONUMENTED       USGS
 RY0865
 RY0865                          STATION DESCRIPTION
 RY0865
 RY0865'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0865'LOCATED ABOUT 18 MI. ESE. OF POWELL RANGER STATION IN IDAHO, ABOUT
 RY0865'16 MI. NW. OF HAMILTON, MONTANA, ON THE IDAHO-MONTANA STATE
 RY0865'BOUNDARY, ON A PROMINENT TOP KNOWN AS SKY PILOT PEAK.
 RY0865'
 RY0865'REACHED BY HELICOPTER WHICH CAN LAND ABOUT 100 FT. E. OF STATION.
 RY0865'
 RY0865'STATION MARK--A 2-1/2 IN. STEEL PIPE AND CAP STAMPED---IDA MONT---,
 RY0865'4 FT. ABOVE GROUND CENTERED IN A MOUND OF ROCK.
 RY0865'
 RY0865'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0870 ***********************************************************************
 RY0870  DESIGNATION -  BOUNDARY MP 282.148 M ID MT
 RY0870  PID         -  RY0870
 RY0870  STATE/COUNTY-  ID/IDAHO
 RY0870  USGS QUAD   -  WHITE SAND LAKE (1994)
 RY0870
 RY0870                         *CURRENT SURVEY CONTROL
 RY0870  ___________________________________________________________________
 RY0870* NAD 83(1992)-  46 24 40.77847(N)    114 23 05.44554(W)     ADJUSTED  
 RY0870* NAVD 88     -      2528.2    (meters)    8295.     (feet)  VERTCON   
 RY0870  ___________________________________________________________________
 RY0870  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 RY0870  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 RY0870
 RY0870  HORZ ORDER  -  THIRD
 RY0870
 RY0870.The horizontal coordinates were established by classical geodetic methods
 RY0870.and adjusted by the National Geodetic Survey in July 1992..
 RY0870
 RY0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0870
 RY0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0870
 RY0870.The geoid height was determined by GEOID03.
 RY0870
 RY0870;                    North         East     Units Scale Factor Converg.
 RY0870;SPC ID W     -   528,064.209   904,955.522   MT  1.00006869   +0 59 20.0
 RY0870;UTM  11      - 5,143,073.865   700,988.326   MT  1.00009658   +1 53 41.3
 RY0870
 RY0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0870!SPC ID W     -   0.99960604  x   1.00006869  =   0.99967471
 RY0870!UTM  11      -   0.99960604  x   1.00009658  =   0.99970259
 RY0870
 RY0870                          SUPERSEDED SURVEY CONTROL
 RY0870
 RY0870  NAD 83(1986)-  46 24 40.79152(N)    114 23 05.42870(W) AD(       ) 3
 RY0870  NAD 27      -  46 24 41.06599(N)    114 23 02.08444(W) AD(       ) 3
 RY0870  NGVD 29 (07/19/86) 2526.8    (m)         8290.     (f) VERT ANG       
 RY0870
 RY0870.Superseded values are not recommended for survey control.
 RY0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0870.See file dsdata.txt to determine how the superseded data were derived.
 RY0870
 RY0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQM0098843074(NAD 83)
 RY0870_MARKER: P = PIPE CAP
 RY0870_SETTING: 0 = UNSPECIFIED SETTING
 RY0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0870
 RY0870  HISTORY     - Date     Condition        Report By
 RY0870  HISTORY     - 1966     MONUMENTED       USGS
 RY0870
 RY0870                          STATION DESCRIPTION
 RY0870
 RY0870'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0870'LOCATED ABOUT 16 MI. (AIRLINE) NW. OF HAMILTON, MONTANA, 15.8 MI.
 RY0870'SW. OF STEVENSVILLE, MONTANA, ON A SHARP TOP ALONG THE
 RY0870'IDAHO-MONTANA STATELINE.
 RY0870'
 RY0870'STATION MARK--A 2 1/2 IN. IRON PIPE WITH CAP STAMPED---IDA-MONT
 RY0870'282.148 M--- PROJECTING 3.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0545 ***********************************************************************
 QZ0545  DESIGNATION -  BOUNDARY MP 323.925 M ID MT
 QZ0545  PID         -  QZ0545
 QZ0545  STATE/COUNTY-  ID/IDAHO
 QZ0545  USGS QUAD   -  TIN CUP LAKE (1981)
 QZ0545
 QZ0545                         *CURRENT SURVEY CONTROL
 QZ0545  ___________________________________________________________________
 QZ0545* NAD 83(1992)-  45 59 55.74504(N)    114 29 10.57935(W)     ADJUSTED  
 QZ0545* NAVD 88     -      2567.9    (meters)    8425.     (feet)  VERTCON   
 QZ0545  ___________________________________________________________________
 QZ0545  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 QZ0545  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 QZ0545
 QZ0545  HORZ ORDER  -  THIRD
 QZ0545
 QZ0545.The horizontal coordinates were established by classical geodetic methods
 QZ0545.and adjusted by the National Geodetic Survey in July 1992..
 QZ0545
 QZ0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0545
 QZ0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0545
 QZ0545.The geoid height was determined by GEOID03.
 QZ0545
 QZ0545;                    North         East     Units Scale Factor Converg.
 QZ0545;SPC ID W     -   482,085.520   897,887.830   MT  1.00005109   +0 54 32.8
 QZ0545;UTM  11      - 5,096,988.543   694,645.819   MT  1.00006578   +1 48 31.5
 QZ0545
 QZ0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0545!SPC ID W     -   0.99959974  x   1.00005109  =   0.99965081
 QZ0545!UTM  11      -   0.99959974  x   1.00006578  =   0.99966550
 QZ0545
 QZ0545:                Primary Azimuth Mark                     Grid Az
 QZ0545:SPC ID W     -  EL CAPITAN                               081 07 53.2
 QZ0545:UTM  11      -  EL CAPITAN                               080 13 54.5
 QZ0545
 QZ0545|---------------------------------------------------------------------|
 QZ0545| PID    Reference Object                     Distance      Geod. Az  |
 QZ0545|                                                           dddmmss.s |
 QZ0545| RY0861 EL CAPITAN                          APPROX. 7.0 KM 0820226.0 |
 QZ0545|---------------------------------------------------------------------|
 QZ0545
 QZ0545                          SUPERSEDED SURVEY CONTROL
 QZ0545
 QZ0545  NAD 83(1986)-  45 59 55.74639(N)    114 29 10.56797(W) AD(       ) 3
 QZ0545  NAD 27      -  45 59 56.03565(N)    114 29 07.23319(W) AD(       ) 3
 QZ0545  NGVD 29 (07/19/86) 2566.7    (m)         8421.     (f) VERT ANG       
 QZ0545
 QZ0545.Superseded values are not recommended for survey control.
 QZ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0545.See file dsdata.txt to determine how the superseded data were derived.
 QZ0545
 QZ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL9464696989(NAD 83)
 QZ0545_MARKER: P = PIPE CAP
 QZ0545_SETTING: 0 = UNSPECIFIED SETTING
 QZ0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0545
 QZ0545  HISTORY     - Date     Condition        Report By
 QZ0545  HISTORY     - 1965     MONUMENTED       USGS
 QZ0545
 QZ0545                          STATION DESCRIPTION
 QZ0545
 QZ0545'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 QZ0545'LOCATED ON THE IDAHO - MONTANA BOUNDARY ON A HIGH PROMINENT TOP.
 QZ0545'
 QZ0545'STATION REACHED BY HELICOPTER.
 QZ0545'
 QZ0545'STATION MARK--A 3-FT. IRON PIPE WITH BRASS CAP STAMPED---IDA---
 QZ0545'(ON W. SIDE) ---MONT--- (ON E. SIDE) AND ---323.925 M--- PROJECTING
 QZ0545'4 FT. ABOVE THE GROUND AND IS CIRCLED BY A 2-FT. CAIRN OF ROCK.
 QZ0545'A SECOND 2-FT. CAIRN OF ROCK IS ABOUT 6 FT. SW. OF PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0300 ***********************************************************************
 NW0300  DESIGNATION -  BOUNDARY MP 59 ID OR
 NW0300  PID         -  NW0300
 NW0300  STATE/COUNTY-  ID/OWYHEE
 NW0300  USGS QUAD   -  JORDAN VALLEY (1969)
 NW0300
 NW0300                         *CURRENT SURVEY CONTROL
 NW0300  ___________________________________________________________________
 NW0300* NAD 83(1992)-  42 57 19.41513(N)    117 01 35.25595(W)     ADJUSTED  
 NW0300* NAVD 88     -      1377.     (meters)    4518.     (feet)  SCALED    
 NW0300  ___________________________________________________________________
 NW0300  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 NW0300  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 NW0300
 NW0300  HORZ ORDER  -  SECOND
 NW0300
 NW0300.The horizontal coordinates were established by classical geodetic methods
 NW0300.and adjusted by the National Geodetic Survey in October 1991..
 NW0300
 NW0300.The orthometric height was scaled from a topographic map.
 NW0300
 NW0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0300
 NW0300.The geoid height was determined by GEOID03.
 NW0300
 NW0300;                    North         East     Units Scale Factor Converg.
 NW0300;SPC ID W     -   143,931.974   695,847.269   MT  1.00006674   -0 52 11.6
 NW0300;SPC OR S     -   149,031.253 1,783,331.447   MT  0.99990150   +2 22 35.1
 NW0300;SPC OR S     -   488,947.68  5,850,824.96   iFT  0.99990150   +2 22 35.1
 NW0300;UTM  11      - 4,755,861.634   497,841.731   MT  0.99960006   -0 01 04.9
 NW0300
 NW0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0300!SPC ID W     -   0.99978674  x   1.00006674  =   0.99985347
 NW0300!SPC OR S     -   0.99978674  x   0.99990150  =   0.99968827
 NW0300!UTM  11      -   0.99978674  x   0.99960006  =   0.99938689
 NW0300
 NW0300                          SUPERSEDED SURVEY CONTROL
 NW0300
 NW0300  NAD 83(1986)-  42 57 19.41664(N)    117 01 35.25325(W) AD(       ) 2
 NW0300  NAD 27      -  42 57 19.86000(N)    117 01 31.75400(W) AD(       ) 2
 NW0300
 NW0300.Superseded values are not recommended for survey control.
 NW0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0300.See file dsdata.txt to determine how the superseded data were derived.
 NW0300
 NW0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH9784255862(NAD 83)
 NW0300
 NW0300  HISTORY     - Date     Condition        Report By
 NW0300  HISTORY     - 1933     MONUMENTED       CGS
 NW0300
 NW0300                          STATION DESCRIPTION
 NW0300
 NW0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NW0300'SEE STATION GLO NO 1 OFFSET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1472 ***********************************************************************
 SV1472  DESIGNATION -  BOUNDARY PEAK LOOKOUT TOWER
 SV1472  PID         -  SV1472
 SV1472  STATE/COUNTY-  ID/SHOSHONE
 SV1472  USGS QUAD   -  LAMB PEAK (1996)
 SV1472
 SV1472                         *CURRENT SURVEY CONTROL
 SV1472  ___________________________________________________________________
 SV1472* NAD 83(1992)-  47 48 51.82116(N)    116 19 27.06553(W)     ADJUSTED  
 SV1472* NAVD 88     -                                                        
 SV1472  ___________________________________________________________________
 SV1472  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 SV1472  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 SV1472
 SV1472  HORZ ORDER  -  THIRD
 SV1472
 SV1472.The horizontal coordinates were established by classical geodetic methods
 SV1472.and adjusted by the National Geodetic Survey in July 1992..
 SV1472
 SV1472
 SV1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1472
 SV1472.The geoid height was determined by GEOID03.
 SV1472
 SV1472;                    North         East     Units Scale Factor Converg.
 SV1472;SPC ID W     -   683,291.000   757,000.719   MT  0.99995605   -0 25 31.7
 SV1472;UTM  11      - 5,295,892.404   550,593.216   MT  0.99963145   +0 30 02.8
 SV1472
 SV1472                          SUPERSEDED SURVEY CONTROL
 SV1472
 SV1472  NAD 83(1986)-  47 48 51.82565(N)    116 19 27.06011(W) AD(       ) 4
 SV1472  NAD 27      -  47 48 52.13475(N)    116 19 23.40266(W) AD(       ) 3
 SV1472
 SV1472.Superseded values are not recommended for survey control.
 SV1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1472.See file dsdata.txt to determine how the superseded data were derived.
 SV1472
 SV1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5059395892(NAD 83)
 SV1472
 SV1472  HISTORY     - Date     Condition        Report By
 SV1472  HISTORY     - 1940     MONUMENTED       CGS
 SV1472
 SV1472                          STATION DESCRIPTION
 SV1472
 SV1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1472'BOUNDARY PEAK FOREST SERVICE LOOKOUT TOWER IS IN THE COEUR D ALENE
 SV1472'NATIONAL FOREST ON A TIMBERED RIDGE, 4 MILES SW OF THE MAGEE
 SV1472'RANGER STATION, 15 MILES NNW OF LINFOR ON THE KOOTENAI AND
 SV1472'SHOSHONE COUNTY LINE.  THE TOP OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1552 ***********************************************************************
 RZ1552  DESIGNATION -  BOUNDARY POST 12 1933
 RZ1552  PID         -  RZ1552
 RZ1552  STATE/COUNTY-  ID/LATAH
 RZ1552  USGS QUAD   -  UNIONTOWN (1964)
 RZ1552
 RZ1552                         *CURRENT SURVEY CONTROL
 RZ1552  ___________________________________________________________________
 RZ1552* NAD 83(1992)-  46 35 56.63969(N)    117 02 23.06084(W)     ADJUSTED  
 RZ1552* NAVD 88     -       863.1    (meters)    2832.     (feet)  VERTCON   
 RZ1552  ___________________________________________________________________
 RZ1552  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 RZ1552  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 RZ1552
 RZ1552  HORZ ORDER  -  SECOND
 RZ1552
 RZ1552.The horizontal coordinates were established by classical geodetic methods
 RZ1552.and adjusted by the National Geodetic Survey in July 1992..
 RZ1552
 RZ1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1552
 RZ1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1552
 RZ1552.The geoid height was determined by GEOID03.
 RZ1552
 RZ1552;                    North         East     Units Scale Factor Converg.
 RZ1552;SPC ID W     -   548,834.549   701,183.285   MT  1.00005332   -0 56 13.8
 RZ1552;SPC WA S     -   146,500.252   765,028.112   MT  0.99991463   +2 30 48.7
 RZ1552;SPC WA S     -   480,642.91  2,509,929.73   sFT  0.99991463   +2 30 48.7
 RZ1552;UTM  11      - 5,160,612.168   496,956.285   MT  0.99960011   -0 01 43.9
 RZ1552
 RZ1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1552!SPC ID W     -   0.99986758  x   1.00005332  =   0.99992090
 RZ1552!SPC WA S     -   0.99986758  x   0.99991463  =   0.99978222
 RZ1552!UTM  11      -   0.99986758  x   0.99960011  =   0.99946775
 RZ1552
 RZ1552:                Primary Azimuth Mark                     Grid Az
 RZ1552:SPC ID W     -  BALD                                     316 55 41.7
 RZ1552:SPC WA S     -  BALD                                     313 28 39.2
 RZ1552:UTM  11      -  BALD                                     316 01 11.8
 RZ1552
 RZ1552|---------------------------------------------------------------------|
 RZ1552| PID    Reference Object                     Distance      Geod. Az  |
 RZ1552|                                                           dddmmss.s |
 RZ1552| RZ1545 BALD                                APPROX. 5.3 KM 3155927.9 |
 RZ1552|---------------------------------------------------------------------|
 RZ1552
 RZ1552                          SUPERSEDED SURVEY CONTROL
 RZ1552
 RZ1552  NAD 83(1991)-  46 35 56.63917(N)    117 02 23.05992(W) AD(       ) 2
 RZ1552  NAD 83(1986)-  46 35 56.64493(N)    117 02 23.05487(W) AD(       ) 2
 RZ1552  NAD 27      -  46 35 57.06100(N)    117 02 19.47000(W) AD(       ) 2
 RZ1552  NGVD 29 (07/19/86)  862.0    (m)         2828.     (f) VERT ANG       
 RZ1552
 RZ1552.Superseded values are not recommended for survey control.
 RZ1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1552.See file dsdata.txt to determine how the superseded data were derived.
 RZ1552
 RZ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM9695660612(NAD 83)
 RZ1552
 RZ1552  HISTORY     - Date     Condition        Report By
 RZ1552  HISTORY     - 1933     MONUMENTED       CGS
 RZ1552
 RZ1552                          STATION DESCRIPTION
 RZ1552
 RZ1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 RZ1552'THE MARK IS A TABLET SET IN AN IRON PIPE.
 RZ1552'
 RZ1552'TO REACH FROM MOSCOW, GO SOUTH ON U.S. HIGHWAY 95, 8.6 MILES
 RZ1552'TO A SIGNBOARD UNIONTOWN 8 MI., TURN RIGHT HERE, 1.3 MILES
 RZ1552'(PASSING CHURCH JUST BEFORE REACHING TURN) TURN RIGHT ON
 RZ1552'SECONDARY ROAD, GO 1.6 MILES AND TURN RIGHT, GO 0.4 MILE TO
 RZ1552'MR. A.B. SIMPSONS GATE.  AT THIS POINT MR. SIMPSONS HOUSE SETS
 RZ1552'ON THE RIGHT OF THE ROAD AND HIS BARN ON THE LEFT.  GO THROUGH
 RZ1552'THE BARNYARD, ASCEND THE RIDGE BACK OF THE BARN ABOUT 1/4 MILE
 RZ1552'TO STATION WHICH IS IN THE FENCE LINE, APPROXIMATELY 100 YARDS
 RZ1552'NORTH OF THE EAST AND WEST FENCE THAT BOUNDS THE FIELD.
 RZ1552'
 RZ1552'NO REFERENCE MARKS WERE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0722 ***********************************************************************
 PZ0722  DESIGNATION -  BOUNDARY POST 552 M ID MT
 PZ0722  PID         -  PZ0722
 PZ0722  STATE/COUNTY-  ID/LEMHI
 PZ0722  USGS QUAD   -  MORRISON LAKE (1987)
 PZ0722
 PZ0722                         *CURRENT SURVEY CONTROL
 PZ0722  ___________________________________________________________________
 PZ0722* NAD 83(1992)-  44 35 58.69591(N)    113 05 17.62768(W)     ADJUSTED  
 PZ0722* NAVD 88     -      3286.     (meters)   10781.     (feet)  SCALED    
 PZ0722  ___________________________________________________________________
 PZ0722  LAPLACE CORR-          10.99  (seconds)                    DEFLEC99
 PZ0722  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 PZ0722
 PZ0722  HORZ ORDER  -  SECOND
 PZ0722
 PZ0722.The horizontal coordinates were established by classical geodetic methods
 PZ0722.and adjusted by the National Geodetic Survey in July 1992..
 PZ0722
 PZ0722.The orthometric height was scaled from a topographic map.
 PZ0722
 PZ0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0722
 PZ0722.The geoid height was determined by GEOID03.
 PZ0722
 PZ0722;                    North         East     Units Scale Factor Converg.
 PZ0722;SPC ID C     -   326,226.715   572,385.309   MT  1.00001178   +0 38 24.8
 PZ0722;SPC MT       -    45,393.344   315,140.613   MT  1.00026376   -2 37 29.3
 PZ0722;SPC MT       -   148,928.29  1,033,925.90   iFT  1.00026376   -2 37 29.3
 PZ0722;UTM  12      - 4,940,597.820   334,272.831   MT  0.99993776   -1 27 59.7
 PZ0722
 PZ0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0722!SPC ID C     -   0.99948678  x   1.00001178  =   0.99949855
 PZ0722!SPC MT       -   0.99948678  x   1.00026376  =   0.99975040
 PZ0722!UTM  12      -   0.99948678  x   0.99993776  =   0.99942457
 PZ0722
 PZ0722                          SUPERSEDED SURVEY CONTROL
 PZ0722
 PZ0722  NAD 83(1986)-  44 35 58.69300(N)    113 05 17.62391(W) AD(       ) 2
 PZ0722  NAD 27      -  44 35 58.97600(N)    113 05 14.56500(W) AD(       ) 2
 PZ0722
 PZ0722.Superseded values are not recommended for survey control.
 PZ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0722.See file dsdata.txt to determine how the superseded data were derived.
 PZ0722
 PZ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ3427340598(NAD 83)
 PZ0722_MARKER: P = PIPE CAP
 PZ0722_SETTING: 0 = UNSPECIFIED SETTING
 PZ0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0722
 PZ0722  HISTORY     - Date     Condition        Report By
 PZ0722  HISTORY     - 1950     MONUMENTED       CGS
 PZ0722
 PZ0722                          STATION DESCRIPTION
 PZ0722
 PZ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PZ0722'BOUNDARY MARK 552M IS AN IDAHO-MONTANA STATE BOUNDARY BRASS
 PZ0722'CAP BOLTED TO THE TOP OF A 2 INCH IRON PIPE THAT SETS IN A
 PZ0722'CAIRN AND PROJECTS 2 FEET ABOVE THE CAIRN.  IT IS STAMPED 552M.
 PZ0722'
 PZ0722'STATION MON IDA IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 PZ0722'IN LEADORE, GO NORTHEAST ON STATE HIGHWAY 28 FOR 0.4 MILE.
 PZ0722'TAKE THE RIGHT ROAD OF THREE AS PER SIGN HAWLEY CREEK AND GO
 PZ0722'3.8 MILES.  TAKE THE RIGHT FORK AND GO 2.3 MILES.  TAKE THE
 PZ0722'LEFT FORK AND GO 2.7 MILES.  TAKE THE LEFT FORK AND GO 2.6
 PZ0722'MILES.  TAKE THE LEFT FORK AND GO 0.8 MILE.  TAKE THE RIGHT
 PZ0722'FORK AND FOLLOW DIM ROAD UPHILL TO A FENCE AND A GATE AT THE
 PZ0722'FENCE CORNER.  PASS THROUGH GATE AND CONTINUE UPHILL ALONG
 PZ0722'CREST OF RIDGE FOR ABOUT 1.5 MILES TO THE END OF TRUCK
 PZ0722'TRAVEL.  FROM HERE PACK UP THE RIDGE TO THE HIGHEST POINT AND
 PZ0722'STATION MON IDA.  IT IS ABOUT A 2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1197 ***********************************************************************
 PY1197  DESIGNATION -  BOUNDARY POST 683.006 M
 PY1197  PID         -  PY1197
 PY1197  STATE/COUNTY-  ID/FREMONT
 PY1197  USGS QUAD   -  MOUNT JEFFERSON (1988)
 PY1197
 PY1197                         *CURRENT SURVEY CONTROL
 PY1197  ___________________________________________________________________
 PY1197* NAD 83(1992)-  44 33 43.16050(N)    111 30 17.83486(W)     ADJUSTED  
 PY1197* NAVD 88     -      3113.     (meters)   10213.     (feet)  SCALED    
 PY1197  ___________________________________________________________________
 PY1197  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 PY1197  GEOID HEIGHT-          -8.99  (meters)                     GEOID03
 PY1197
 PY1197  HORZ ORDER  -  SECOND
 PY1197
 PY1197.The horizontal coordinates were established by classical geodetic methods
 PY1197.and adjusted by the National Geodetic Survey in July 1992..
 PY1197
 PY1197.The orthometric height was scaled from a topographic map.
 PY1197
 PY1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1197
 PY1197.The geoid height was determined by GEOID03.
 PY1197
 PY1197;                    North         East     Units Scale Factor Converg.
 PY1197;SPC ID E     -   321,851.856   252,567.170   MT  0.99998134   +0 27 51.6
 PY1197;SPC MT       -    36,721.588   440,686.973   MT  1.00029097   -1 27 59.9
 PY1197;SPC MT       -   120,477.65  1,445,823.40   iFT  1.00029097   -1 27 59.9
 PY1197;UTM  12      - 4,934,418.798   459,899.831   MT  0.99961977   -0 21 15.6
 PY1197
 PY1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1197!SPC ID E     -   0.99951348  x   0.99998134  =   0.99949483
 PY1197!SPC MT       -   0.99951348  x   1.00029097  =   0.99980431
 PY1197!UTM  12      -   0.99951348  x   0.99961977  =   0.99913344
 PY1197
 PY1197                          SUPERSEDED SURVEY CONTROL
 PY1197
 PY1197  NAD 83(1986)-  44 33 43.18088(N)    111 30 17.82253(W) AD(       ) 2
 PY1197  NAD 27      -  44 33 43.47000(N)    111 30 14.96000(W) AD(       ) 2
 PY1197
 PY1197.Superseded values are not recommended for survey control.
 PY1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1197.See file dsdata.txt to determine how the superseded data were derived.
 PY1197
 PY1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ5990034419(NAD 83)
 PY1197_MARKER: I = METAL ROD
 PY1197_SETTING: 80 = SET IN A BOULDER
 PY1197_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PY1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1197
 PY1197  HISTORY     - Date     Condition        Report By
 PY1197  HISTORY     - 1922     MONUMENTED       USGLO
 PY1197  HISTORY     - 1923     SEE DESCRIPTION  USGLO
 PY1197
 PY1197                          STATION DESCRIPTION
 PY1197
 PY1197'DESCRIBED BY US GENERAL LAND OFFICE 1922 (WMS)
 PY1197'STATION IS BOUNDARY POST NO. 683.006 OF THE IDAHO-MONTANA
 PY1197'BOUNDARY LINE AND IS 4.4 METERS E (APPROXIMATELY) OF SAWTELLE.
 PY1197'IT IS MARKED BY A 3-INCH IRON PIPE IN A CAIRN OF ROCKS.
 PY1197
 PY1197                          STATION RECOVERY (1923)
 PY1197
 PY1197'RECOVERY NOTE BY US GENERAL LAND OFFICE 1923
 PY1197'STATION REMONUMENTED.  NEW DESCRIPTION FOLLOWS--
 PY1197'
 PY1197'A BRASS DISK CEMENTED IN A LIMESTONE BOULDER 18 BY 18 BY 16
 PY1197'INCHES.
 PY1197'
 PY1197'THE ORIGINAL IRON POST WITH BRASS CAP IS SET ON TOP OF THE
 PY1197'DISK, IN A MOUND OF STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5199 ***********************************************************************
 AC5199  FBN         -  This is a Federal Base Network Control Station.
 AC5199  DESIGNATION -  BOVL GPS
 AC5199  PID         -  AC5199
 AC5199  STATE/COUNTY-  ID/LATAH
 AC5199  USGS QUAD   -  BOVILL (1994)
 AC5199
 AC5199                         *CURRENT SURVEY CONTROL
 AC5199  ___________________________________________________________________
 AC5199* NAD 83(1999)-  46 51 24.49562(N)    116 24 07.29928(W)     ADJUSTED  
 AC5199* NAVD 88     -       873.55   (meters)    2866.0    (feet)  N HEIGHT  
 AC5199  ___________________________________________________________________
 AC5199  X           -  -1,943,150.672 (meters)                     COMP
 AC5199  Y           -  -3,914,103.851 (meters)                     COMP
 AC5199  Z           -   4,631,518.226 (meters)                     COMP
 AC5199  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 AC5199  ELLIP HEIGHT-         856.16  (meters)          (09/01/00) GPS OBS
 AC5199  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 AC5199  DYNAMIC HT  -         873.47  (meters)    2865.7   (feet)  COMP
 AC5199  MODELED GRAV-     980,489.1   (mgal)                       NAVD 88
 AC5199
 AC5199  HORZ ORDER  -  A
 AC5199  VERT ORDER  -  THIRD
 AC5199  ELLP ORDER  -  THIRD     CLASS I
 AC5199
 AC5199.The horizontal coordinates were established by GPS observations
 AC5199.and adjusted by the National Geodetic Survey in September 2000..
 AC5199.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5199.DATUM ITEM on the data sheet items page.
 AC5199
 AC5199.The orthometric height was determined by differential leveling
 AC5199.and adjusted by the National Geodetic Survey in October 1997..
 AC5199.The height was determined by precise leveling from only one NSRS
 AC5199.bench mark.  This was not adequate "tie leveling" to NSRS and was
 AC5199.allowed ONLY to validate the GPS-derived height.
 AC5199
 AC5199.Photographs are available for this station.
 AC5199
 AC5199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5199
 AC5199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5199
 AC5199.The ellipsoidal height was determined by GPS observations
 AC5199.and is referenced to NAD 83.
 AC5199
 AC5199.The geoid height was determined by GEOID03.
 AC5199
 AC5199.The dynamic height is computed by dividing the NAVD 88
 AC5199.geopotential number by the normal gravity value computed on the
 AC5199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5199.degrees latitude (g = 980.6199 gals.).
 AC5199
 AC5199.The modeled gravity was interpolated from observed gravity values.
 AC5199
 AC5199;                    North         East     Units Scale Factor Converg.
 AC5199;SPC ID W     -   576,882.474   750,280.438   MT  0.99996371   -0 28 32.7
 AC5199;UTM  11      - 5,189,425.054   545,582.462   MT  0.99962554   +0 26 10.7
 AC5199
 AC5199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5199!SPC ID W     -   0.99986581  x   0.99996371  =   0.99982953
 AC5199!UTM  11      -   0.99986581  x   0.99962554  =   0.99949140
 AC5199
 AC5199                          SUPERSEDED SURVEY CONTROL
 AC5199
 AC5199  NAD 83(1992)-  46 51 24.49387(N)    116 24 07.29987(W) AD(       ) B
 AC5199  ELLIP H (01/22/97)  856.26   (m)                       GP(       ) 4 1
 AC5199  NAVD 88 (01/29/98)  873.55   (m)         2866.0    (f) LEVELING    3  
 AC5199  NGVD 29 (08/12/96)  872.41   (m)         2862.2    (f) N HEIGHT    3  
 AC5199
 AC5199.Superseded values are not recommended for survey control.
 AC5199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5199.See file dsdata.txt to determine how the superseded data were derived.
 AC5199
 AC5199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM4558289425(NAD 83)
 AC5199_MARKER: I = METAL ROD
 AC5199_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5199_STAMPING: BOVL GPS 1995
 AC5199_MARK LOGO: NGS   
 AC5199_PROJECTION: FLUSH
 AC5199_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5199+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 AC5199_ROD/PIPE-DEPTH: 14.0 meters
 AC5199_SLEEVE-DEPTH  : 1.0 meters
 AC5199
 AC5199  HISTORY     - Date     Condition        Report By
 AC5199  HISTORY     - 1995     MONUMENTED       NGS
 AC5199  HISTORY     - 19951010 GOOD             NGS
 AC5199  HISTORY     - 19990514 GOOD             NGS
 AC5199  HISTORY     - 20041113 GOOD             DJC
 AC5199
 AC5199                          STATION DESCRIPTION
 AC5199
 AC5199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AC5199'STATION IS LOCATED IN BOVIL WHICH IS A ABOUT 65.0 KM (40.40 MI)
 AC5199'NORTHEAST OF LEWISTON.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  REACHED FROM
 AC5199'THE JUNCTION OF STATE HIGHWAYS 3 AND 8 IN BOVIL.  GO SOUTHWEST ON
 AC5199'STATE HIGHWAY 3 CROSSING A BRIDGE AND THE RAILROAD TRACKS FOR 0.42 KM
 AC5199'(0.25 MI) TO THE MARK ON THE RIGHT.  LOCATED 17.5 M (57.4 FT)
 AC5199'NORTHWEST OF THE HIGHWAY CENTERLINE, 20.7 M (67.9 FT) WEST OF A
 AC5199'HIGHWAY MILEAGE SIGN, 0.85 M (2.79 FT) SOUTHEAST OF THE RIGHT-OF-WAY
 AC5199'FENCE AND 0.6 M (2.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST. MARK
 AC5199'IS A STAINLESS STEEL ROD DRIVEN TO ANCHORED REFUSAL AT 14.0 M (45.9
 AC5199'FT) WITH A PUNCH HOLE IN THE TOP AND INSIDE A 1.0 M (3.3 FT) FOOD
 AC5199'GRADE GREESE FILLED SLEEVE AND ABOUT LEVEL WITH THE HIGHWAY. ACCESS TO
 AC5199'MARK IS HAD THRU A 5-INCH LOGO CAP.
 AC5199
 AC5199                          STATION RECOVERY (1995)
 AC5199
 AC5199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AC5199'RECOVERED AS DESCRIBED.
 AC5199
 AC5199                          STATION RECOVERY (1999)
 AC5199
 AC5199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AC5199'RECOVERED AS DESCRIBED.
 AC5199
 AC5199                          STATION RECOVERY (2004)
 AC5199
 AC5199'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 AC5199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1815 ***********************************************************************
 RZ1815  DESIGNATION -  BOW
 RZ1815  PID         -  RZ1815
 RZ1815  STATE/COUNTY-  ID/LEWIS
 RZ1815  USGS QUAD   -  HOOVER POINT (1967)
 RZ1815
 RZ1815                         *CURRENT SURVEY CONTROL
 RZ1815  ___________________________________________________________________
 RZ1815* NAD 83(1992)-  46 01 46.14471(N)    116 40 27.66331(W)     ADJUSTED  
 RZ1815* NAVD 88     -      1134.0    (meters)    3720.     (feet)  VERTCON   
 RZ1815  ___________________________________________________________________
 RZ1815  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 RZ1815  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 RZ1815
 RZ1815  HORZ ORDER  -  SECOND
 RZ1815
 RZ1815.The horizontal coordinates were established by classical geodetic methods
 RZ1815.and adjusted by the National Geodetic Survey in July 1992..
 RZ1815
 RZ1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1815
 RZ1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1815
 RZ1815.The geoid height was determined by GEOID03.
 RZ1815
 RZ1815;                    North         East     Units Scale Factor Converg.
 RZ1815;SPC ID W     -   485,132.801   728,439.648   MT  0.99999626   -0 39 55.0
 RZ1815;UTM  11      - 5,097,374.992   525,202.360   MT  0.99960781   +0 14 03.7
 RZ1815
 RZ1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1815!SPC ID W     -   0.99982490  x   0.99999626  =   0.99982116
 RZ1815!UTM  11      -   0.99982490  x   0.99960781  =   0.99943278
 RZ1815
 RZ1815|---------------------------------------------------------------------|
 RZ1815| PID    Reference Object                     Distance      Geod. Az  |
 RZ1815|                                                           dddmmss.s |
 RZ1815| CH6509 BOW RM 2                              7.313 METERS 23136     |
 RZ1815| CH6508 BOW RM 1                              5.891 METERS 34014     |
 RZ1815| CH6507 BOW AZ MK                                          3465441.0 |
 RZ1815|---------------------------------------------------------------------|
 RZ1815
 RZ1815                          SUPERSEDED SURVEY CONTROL
 RZ1815
 RZ1815  NAD 83(1986)-  46 01 46.14667(N)    116 40 27.66106(W) AD(       ) 2
 RZ1815  NAD 27      -  46 01 46.60227(N)    116 40 24.13144(W) AD(       ) 2
 RZ1815  NGVD 29 (07/19/86) 1132.9    (m)         3717.     (f) VERT ANG       
 RZ1815
 RZ1815.Superseded values are not recommended for survey control.
 RZ1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1815.See file dsdata.txt to determine how the superseded data were derived.
 RZ1815
 RZ1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2520297375(NAD 83)
 RZ1815_MARKER: Z = SEE DESCRIPTION
 RZ1815_SETTING: 0 = UNSPECIFIED SETTING
 RZ1815
 RZ1815  HISTORY     - Date     Condition        Report By
 RZ1815  HISTORY     - 1945     MONUMENTED       CGS
 RZ1815
 RZ1815                          STATION DESCRIPTION
 RZ1815
 RZ1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RZ1815'STATION IS LOCATED ABOUT 14.5 MILES W OF COTTONWOOD, ABOUT 9.0
 RZ1815'MILES SSE OF FOREST, 100 YARDS N OF A BARE KNOLL, AND ABOUT
 RZ1815'50 FEET W OF A LONE PINE TREE.  THE STATION IS ON THE CREST OF
 RZ1815'A BARE ROCKY RIDGE WHICH LIES BETWEEN DEER CREEK TO THE W AND
 RZ1815'THE OX BOW LOOP OF THE SALMON RIVER TO THE E.
 RZ1815'
 RZ1815'TO REACH FROM THE POST OFFICE AT FOREST, GO W ON GRADED
 RZ1815'ROAD FOR 0.1 MILE, TAKE THE LEFT FORK AND GO 1.2 MILES, TAKE THE
 RZ1815'LEFT FORK (S), CROSS THE RAILROAD TRACKS AND CONTINUE ON THE MAIN
 RZ1815'TRAVELED ROAD FOR 2.35 MILES, TURN LEFT AND GO 0.25 MILE TO A
 RZ1815'BUMPER GATE, PASS THROUGH GATE AND FOLLOW GRADED ROAD FOR 0.1
 RZ1815'MILE, TAKE THE RIGHT FORK AND FOLLOW THE MAIN TRAVELED ROAD,
 RZ1815'KEEPING ALL RIGHT-HAND MAIN FORKS, FOR 3.2 MILES TO TWO OLD LOG
 RZ1815'CABINS ON THE LEFT OF THE ROAD, CONTINUE SE FOR 0.2 MILE, TURN
 RZ1815'LEFT AND CONTINUE ON TRACK ROAD FOR 1.8 MILES TO A WIRE GATE
 RZ1815'AND A SMALL SHACK.  PASS THROUGH THE GATE AND GO 0.1 MILE,
 RZ1815'TAKE THE RIGHT FORK AND GO 0.35 MILE TO THE END OF TRUCK
 RZ1815'TRAVEL.  FROM THIS POINT PACK SW, DOWN THE LONG RIDGE, PASSING
 RZ1815'THROUGH ONE GATE, FOR ABOUT 2 MILES TO THE STATION ON THE
 RZ1815'CREST OF THE RIDGE.  LOGGING OPERATIONS ARE NOW IN PROGRESS
 RZ1815'IN THIS VICINITY AND THE DESCRIPTION IN REGARD TO THE ROAD
 RZ1815'APPROACH FROM THE TOWN OF FOREST WILL LIKELY CHANGE IN THE
 RZ1815'NEAR FUTURE.
 RZ1815'
 RZ1815'STATION MARK IS A BRONZE STATION DISK CEMENTED INTO A DRILL HOLE
 RZ1815'IN A BOULDER WHICH IS ABOUT 5 FEET IN DIAMETER AND PROJECTS
 RZ1815'12 INCHES.  DISK IS STAMPED BOW 1945.
 RZ1815'
 RZ1815'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED INTO A
 RZ1815'DRILL HOLE IN A BOULDER WHICH IS ON THE SAME ELEVATION AS THE
 RZ1815'STATION AND PROJECTS 2 FEET.  DISK IS STAMPED BOW NO 1 1945.
 RZ1815'
 RZ1815'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED INTO A
 RZ1815'DRILL HOLE IN A BOULDER WHICH IS 2.5 FEET LOWER THAN THE STATION
 RZ1815'AND PROJECTS 6 INCHES.  DISK IS STAMPED BOW NO 2 1945.
 RZ1815'
 RZ1815'AZIMUTH MARK IS LOCATED ON THE CREST OF THE RIDGE, ABOUT 0.5
 RZ1815'MILE N OF THE STATION AND ABOUT 40 FEET E OF THE TRAIL LEADING
 RZ1815'TO THE STATION.  IT IS A BRONZE AZIMUTH DISK SET INTO A DRILL
 RZ1815'HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 FEET.  DISK IS STAMPED
 RZ1815'BOW 1945.  A SMALL CAIRN WAS ERECTED ABOUT 5 FEET E OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1646 ***********************************************************************
 NU1646  DESIGNATION -  BOWER
 NU1646  PID         -  NU1646
 NU1646  STATE/COUNTY-  ID/POWER
 NU1646  USGS QUAD   -  AMERICAN FALLS SW (1971)
 NU1646
 NU1646                         *CURRENT SURVEY CONTROL
 NU1646  ___________________________________________________________________
 NU1646* NAD 83(1992)-  42 48 06.92222(N)    112 59 01.34298(W)     ADJUSTED  
 NU1646* NAVD 88     -      1430.5    (meters)    4693.     (feet)  VERTCON   
 NU1646  ___________________________________________________________________
 NU1646  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 NU1646  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 NU1646
 NU1646  HORZ ORDER  -  SECOND
 NU1646
 NU1646.The horizontal coordinates were established by classical geodetic methods
 NU1646.and adjusted by the National Geodetic Survey in July 1992..
 NU1646
 NU1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1646
 NU1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1646
 NU1646.The geoid height was determined by GEOID03.
 NU1646
 NU1646;                    North         East     Units Scale Factor Converg.
 NU1646;SPC ID E     -   126,418.954   133,167.526   MT  1.00000230   -0 33 18.6
 NU1646;UTM  12      - 4,740,727.403   337,790.415   MT  0.99992371   -1 20 53.4
 NU1646
 NU1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1646!SPC ID E     -   0.99977783  x   1.00000230  =   0.99978013
 NU1646!UTM  12      -   0.99977783  x   0.99992371  =   0.99970156
 NU1646
 NU1646:                Primary Azimuth Mark                     Grid Az
 NU1646:SPC ID E     -  RINGE                                    045 16 08.5
 NU1646:UTM  12      -  RINGE                                    046 03 43.3
 NU1646
 NU1646|---------------------------------------------------------------------|
 NU1646| PID    Reference Object                     Distance      Geod. Az  |
 NU1646|                                                           dddmmss.s |
 NU1646| NU0680 RINGE                               APPROX.11.0 KM 0444249.9 |
 NU1646| CM5208 BOWER AZ MK                                        1252153.1 |
 NU1646| CM5209 BOWER AZ MK 2                                      1252149.7 |
 NU1646| CM5211 BOWER RM 2                           15.907 METERS 18010     |
 NU1646| NU1654 CHANLK FAA REL MST AWE26            APPROX.12.2 KM 2060404.5 |
 NU1646| CM5210 BOWER RM 1                           14.417 METERS 35933     |
 NU1646|---------------------------------------------------------------------|
 NU1646
 NU1646                          SUPERSEDED SURVEY CONTROL
 NU1646
 NU1646  NAD 83(1986)-  42 48 06.91872(N)    112 59 01.33289(W) AD(       ) 2
 NU1646  NAD 27      -  42 48 07.24200(N)    112 58 58.34100(W) AD(       ) 2
 NU1646  NGVD 29 (07/19/86) 1429.5    (m)         4690.     (f) VERT ANG       
 NU1646
 NU1646.Superseded values are not recommended for survey control.
 NU1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1646.See file dsdata.txt to determine how the superseded data were derived.
 NU1646
 NU1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN3779040727(NAD 83)
 NU1646_MARKER: DD = SURVEY DISK
 NU1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1646
 NU1646  HISTORY     - Date     Condition        Report By
 NU1646  HISTORY     - 1934     MONUMENTED       USGS
 NU1646  HISTORY     - 1950     GOOD             CGS
 NU1646  HISTORY     - 1970     GOOD             USGS
 NU1646  HISTORY     - 1971     GOOD             NGS
 NU1646
 NU1646                          STATION DESCRIPTION
 NU1646
 NU1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1646'THE STATION IS LOCATED ALONG THE WEST SIDE OF A NARROW ROAD
 NU1646'WHERE IT PASSES OVER THE HIGHEST POINT OF A PROMINENT RIDGE.
 NU1646'IT IS ABOUT 7 MILES AIRLINE WEST-NORTHWEST OF AMERICAN FALLS,
 NU1646'ABOUT 12 MILES AIRLINE SOUTHWEST OF ABERDEEN, AND ABOUT 0.7
 NU1646'MILE NORTH OF A FARM HOUSE.
 NU1646'
 NU1646'THE STATION IS IN THE FENCELINE, 8 FEET NORTH OF A WHITE
 NU1646'WITNESS POST, AND 8 FEET NORTH OF THE CENTER LINE OF THE TRACK
 NU1646'ROAD.  IT IS A STANDARD USGS DISK SET IN THE TOP OF A 6-INCH
 NU1646'SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  THE DISK IS
 NU1646'STAMPED--BOWER 1934.
 NU1646'
 NU1646'REFERENCE MARK NUMBER ONE IS 1-1/2 FEET EAST OF THE FENCELINE
 NU1646'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 NU1646'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 NU1646'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS
 NU1646'STAMPED--BOWER USGS NO 1 1950.
 NU1646'
 NU1646'REFERENCE MARK NUMBER TWO IS 1-1/2 FEET EAST OF THE FENCELINE
 NU1646'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 NU1646'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 NU1646'PROJECTS 2 INCHES.  THE DISK IS STAMPED--BOWER USGS NO 2 1950.
 NU1646'
 NU1646'THE AZIMUTH MARK IS 35 FEET NORTH OF THE CENTER LINE OF THE
 NU1646'MACADAM ROAD, 22 FEET EAST OF THE CENTER LINE OF A DIRT ROAD,
 NU1646'AND 4 FEET EAST OF A TELEPHONE POLE.  IT IS A STANDARD DISK
 NU1646'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 NU1646'4 INCHES.  THE DISK IS STAMPED--BOWER USGS 1950.  TO REACH THE
 NU1646'MARK FROM THE STATION GO SOUTH FOR 0.7 MILE TO THE MAIN ROAD.
 NU1646'TURN LEFT AND GO 1.0 MILE TO A DIRT ROAD LEFT AND THE MARK ON
 NU1646'THE LEFT.
 NU1646'
 NU1646'TO REACH THE STATION FROM THE POST OFFICE IN AMERICAN FALLS
 NU1646'GO WESTERLY ON STATE HIGHWAY 38 FOR 2.9 MILES TO A PAVED
 NU1646'FORK.  TAKE THE LEFT FORK, STRAIGHT AHEAD, AND GO 4.6 MILES
 NU1646'TO A NARROW DIRT ROAD TO THE RIGHT.  TURN RIGHT AND GO 0.7
 NU1646'MILE TO THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 NU1646'
 NU1646'HEIGHT OF LIGHT ABOVE STATION MARK 2.17 METERS.
 NU1646
 NU1646                          STATION RECOVERY (1970)
 NU1646
 NU1646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NU1646'INSTRUMENT STAND 5.4 FT. ABOVE STATION MARK.
 NU1646'
 NU1646'ALL MARKS IN GOOD CONDITION.
 NU1646'
 NU1646'A NEW TO REACH FOLLOWS--
 NU1646'
 NU1646'TO REACH FROM THE JCT. OF U.S. HIGHWAYS 30N, 37 AND 39, GO W.
 NU1646'AND N. ON U.S. HIGHWAY 39 TOWARDS ABERDEEN FOR 2.6 MI TO SOUTH
 NU1646'PLEASANT VALLEY RD.  TURN LEFT (W.) FOR 4.5 MI TO T-RD. N.
 NU1646'TURN RIGHT (N.) FOR 0.7 MI TO HIGH POINT AND STATION ABOUT 30 FT
 NU1646'W. OF CENTERLINE OF GRAVEL RD.
 NU1646
 NU1646                          STATION RECOVERY (1971)
 NU1646
 NU1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NU1646'PREVIOUS DESCRIPTION FOUND IN GOOK NO. 1058, PAGE 15.
 NU1646'
 NU1646'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 NU1646'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND UNEARTHED.  THE
 NU1646'SAME MONUMENT WAS ADDITIONALLY STAMPED, AND REESTABLISHED.
 NU1646'LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION
 NU1646'FOLLOWS.
 NU1646'
 NU1646'THE STATION IS 6 MILES NORTHWEST OF AMERICAN FALLS ON THE
 NU1646'WEST RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE ROAD.
 NU1646'
 NU1646'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30N,
 NU1646'AND STATE HIGHWAY 39, WHICH IS JUST WEST OF THE AMERICAN
 NU1646'FALLS POST OFFICE, GO WEST AND NORTH ON STATE HIGHWAY 39 FOR
 NU1646'2.6 MILES TO A CROSSROAD, TURN LEFT AND GO WEST ON SOUTH
 NU1646'PLEASANT VALLEY ROAD FOR 3.5 MILES TO THE AZIMUTH MARK ON THE
 NU1646'RIGHT, CONTINUE WEST ON SOUTH PLEASANT VALLEY ROAD FOR 1.0
 NU1646'MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT, AND GO NORTH ON
 NU1646'THE GRAVELED ROAD FOR 0.7 MILE TO THE STATION ON THE LEFT.
 NU1646'
 NU1646'THE STATION MARK, STAMPED BOWER 1934, IS A U.S. GEOLOGICAL
 NU1646'SURVEY DISK SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT IS
 NU1646'FLUSH, 101 FEET SOUTH OF A FIELD APPROACH, 26 FEET WEST OF THE
 NU1646'CENTER OF THE GRAVELED ROAD, AND 1 FOOT NORTH OF A METAL
 NU1646'WITNESS POST.
 NU1646'
 NU1646'REFERENCE MARK NO. 1, STAMPED BOWER USGS NO 1 1950, IS A STANDARD
 NU1646'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH,
 NU1646'64 FEET SOUTH OF THE FIELD APPROACH, 26 FEET WEST OF THE
 NU1646'CENTER OF THE GRAVELED ROAD, AND 1 FOOT EAST OF A WITNESS POST.
 NU1646'(NOTE 11A).
 NU1646'
 NU1646'REFERENCE MARK NO. 2, STAMPED BOWER USGS NO 2 1950, IS A
 NU1646'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 NU1646'FLUSH, 26 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, AND
 NU1646'0.5 FOOT EAST OF A METAL WITNESS POST.  (NOTE 11A)
 NU1646'
 NU1646'THE AZIMUTH MARK, STAMPED BOWER USGS 1950 1971, IS A STANDARD
 NU1646'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NU1646'2 INCHES, 38 FEET SOUTH OF A POWER LINE POLE, 35 FEET NORTH OF
 NU1646'SOUTH PLEASANT VALLEY ROAD, 27 FEET EAST OF THE CENTER OF A
 NU1646'GRAVELED ROAD NORTH, 4 FEET SOUTH OF A DEADMAN ANCHOR FOR
 NU1646'THE POWER POLE, 3 FEET EAST OF A TELEPHONE POLE, AND 1 FOOT
 NU1646'NORTH OF A METAL WITNESS POST.  (NOTE 16A)
 NU1646'
 NU1646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 NU1646'NORTHWEST OF AMERICAN FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0846 ***********************************************************************
 QA0846  DESIGNATION -  BOX
 QA0846  PID         -  QA0846
 QA0846  STATE/COUNTY-  ID/VALLEY
 QA0846  USGS QUAD   -  FITSUM SUMMIT (1973)
 QA0846
 QA0846                         *CURRENT SURVEY CONTROL
 QA0846  ___________________________________________________________________
 QA0846* NAD 83(1992)-  44 59 12.39942(N)    115 58 49.42595(W)     ADJUSTED  
 QA0846* NAVD 88     -      2421.8    (meters)    7946.     (feet)  VERTCON   
 QA0846  ___________________________________________________________________
 QA0846  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 QA0846  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 QA0846
 QA0846  HORZ ORDER  -  THIRD
 QA0846
 QA0846.The horizontal coordinates were established by classical geodetic methods
 QA0846.and adjusted by the National Geodetic Survey in July 1992..
 QA0846
 QA0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0846
 QA0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0846
 QA0846.The geoid height was determined by GEOID03.
 QA0846
 QA0846;                    North         East     Units Scale Factor Converg.
 QA0846;SPC ID W     -   368,862.657   781,831.030   MT  0.99993739   -0 09 46.4
 QA0846;UTM  11      - 4,981,987.188   580,378.873   MT  0.99967944   +0 43 15.0
 QA0846
 QA0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0846!SPC ID W     -   0.99962271  x   0.99993739  =   0.99956012
 QA0846!UTM  11      -   0.99962271  x   0.99967944  =   0.99930227
 QA0846
 QA0846:                Primary Azimuth Mark                     Grid Az
 QA0846:SPC ID W     -  BOULDER RIDGE LOOKOUT HOUSE              164 19 36.6
 QA0846:UTM  11      -  BOULDER RIDGE LOOKOUT HOUSE              163 26 35.2
 QA0846
 QA0846|---------------------------------------------------------------------|
 QA0846| PID    Reference Object                     Distance      Geod. Az  |
 QA0846|                                                           dddmmss.s |
 QA0846| QA0845 BOULDER RIDGE LOOKOUT HOUSE         APPROX.12.2 KM 1640950.2 |
 QA0846| CD4321 BOX RM 1                              6.839 METERS 21606     |
 QA0846| CD4322 BOX RM 2                              5.619 METERS 31456     |
 QA0846|---------------------------------------------------------------------|
 QA0846
 QA0846                          SUPERSEDED SURVEY CONTROL
 QA0846
 QA0846  NAD 83(1986)-  44 59 12.40014(N)    115 58 49.42396(W) AD(       ) 3
 QA0846  NAD 27      -  44 59 12.78764(N)    115 58 45.98979(W) AD(       ) 3
 QA0846  NGVD 29 (07/19/86) 2420.5    (m)         7941.     (f) VERT ANG       
 QA0846
 QA0846.Superseded values are not recommended for survey control.
 QA0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0846.See file dsdata.txt to determine how the superseded data were derived.
 QA0846
 QA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK8037981987(NAD 83)
 QA0846_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0846_SETTING: 66 = SET IN ROCK OUTCROP
 QA0846
 QA0846  HISTORY     - Date     Condition        Report By
 QA0846  HISTORY     - 1959     MONUMENTED       CGS
 QA0846
 QA0846                          STATION DESCRIPTION
 QA0846
 QA0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0846'THE STATION IS LOCATED, AIRLINE, ABOUT 8 MILES NORTHEAST OF
 QA0846'MC CALL, 4-1/2 MILES EAST OF THE NORTH END OF PAYETTE LAKE,
 QA0846'AND 2 MILES SOUTH OF THE SOUTH END OF BOX LAKE NEAR THE SOUTH
 QA0846'END OF A PROMINENT, SPARSELY-TIMBERED, NORTH-SOUTH RIDGE.
 QA0846'IT IS ABOUT 1 MILE SOUTH OF THE HIGHEST POINT ON THE RIDGE.
 QA0846'
 QA0846'TO REACH THE STATION FROM THE POST OFFICE IN MC CALL, GO NORTH AND
 QA0846'EAST 1.1 MILES TO A CROSS ROAD JUST NORTH OF THE GOLF COURSE.
 QA0846'TURN RIGHT AND GO EAST 2.1 MILES TO A FORK AND THE END OF THE
 QA0846'PAVEMENT.  TAKE THE RIGHT FORK AND CONTINUE EAST AND NORTH
 QA0846'11.0 MILES TO A BRIDGE OVER BLACK LEE CREEK AND A TRAIL ON THE
 QA0846'LEFT TO BOX LAKE.  THIS IS THE END OF TRUCK TRAVEL.  PACK WEST
 QA0846'AND NORTHWEST UP THE TRAIL ABOUT 1-1/2 MILES TO A SMALL
 QA0846'MEADOW AND A STREAM CROSSING.  HERE LEAVE THE TRAIL AND CLIMB
 QA0846'SOUTHWEST UP A NARROW, STEEP RAVINE, AVOIDING THE ROCK CLIFFS
 QA0846'ON EITHER SIDE, TO THE TOP OF THE RIDGE.
 QA0846'CONTINUE WEST-SOUTHWEST UP THE RIDGE TO THE LOW POINT IN
 QA0846'THE MAIN NORTH-SOUTH RIDGE JUST SOUTH OF THE BARE, STEEP
 QA0846'CLIFFS.  TURN LEFT AND GO SOUTH ON THE MAIN RIDGE ABOUT 1/4
 QA0846'MILE TO THE RATHER FLAT HIGH POINT AND THE STATION.  THE
 QA0846'PACKING TIME IS ABOUT 3 HOURS.
 QA0846'
 QA0846'THE STATION MARK IS A STANDARD DISK STAMPED BOX 1959 CEMENTED
 QA0846'IN A DRILL HOLE IN A 3 BY 4-FOOT PIECE OF BEDROCK PROJECTING
 QA0846'ABOUT 4 INCHES ABOVE THE GROUND ON THE NORTH SIDE.  IT IS 40.6
 QA0846'FEET NORTH OF A 6-INCH PINE TREE WITH A TRIANGLE BLAZE, 6 FEET
 QA0846'WEST OF A 2-FOOT ROCK CAIRN AND ABOUT 100 FEET NORTH OF THE
 QA0846'HIGHEST OUTCROP ON THE RIDGE.
 QA0846'
 QA0846'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BOX NO
 QA0846'1 1959 CEMENTED IN A DRILL HOLE IN THE CENTER OF A BOULDER
 QA0846'2 FEET WIDE AND 6 FEET LONG PROJECTING ABOUT 3 FEET ABOVE THE
 QA0846'GROUND.  IT IS ABOUT 2 FEET HIGHER THAN THE STATION ELEVATION
 QA0846'AND IS 22.9 FEET NORTHWEST OF A 6-INCH PINE TREE WITH A
 QA0846'TRIANGLE BLAZE.
 QA0846'
 QA0846'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BOX
 QA0846'NO 2 1959 CEMENTED IN A DRILL HOLE IN A 1 BY 2-FOOT PIECE OF
 QA0846'BEDROCK PROJECTING 4 INCHES ABOVE THE GROUND.
 QA0846'
 QA0846'NO AZIMUTH MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY1011 ***********************************************************************
 RY1011  DESIGNATION -  BRACE
 RY1011  PID         -  RY1011
 RY1011  STATE/COUNTY-  ID/CLEARWATER
 RY1011  USGS QUAD   -  TOWNSHIP BUTTE (1994)
 RY1011
 RY1011                         *CURRENT SURVEY CONTROL
 RY1011  ___________________________________________________________________
 RY1011* NAD 83(1992)-  46 49 49.75198(N)    115 56 46.08164(W)     ADJUSTED  
 RY1011* NAVD 88     -       908.6    (meters)    2981.     (feet)  VERTCON   
 RY1011  ___________________________________________________________________
 RY1011  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 RY1011  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 RY1011
 RY1011  HORZ ORDER  -  SECOND
 RY1011
 RY1011.The horizontal coordinates were established by classical geodetic methods
 RY1011.and adjusted by the National Geodetic Survey in July 1992..
 RY1011
 RY1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY1011
 RY1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1011
 RY1011.The geoid height was determined by GEOID03.
 RY1011
 RY1011;                    North         East     Units Scale Factor Converg.
 RY1011;SPC ID W     -   573,769.245   785,036.735   MT  0.99993608   -0 08 35.0
 RY1011;UTM  11      - 5,186,866.120   580,373.552   MT  0.99967940   +0 46 07.2
 RY1011
 RY1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1011!SPC ID W     -   0.99986022  x   0.99993608  =   0.99979631
 RY1011!UTM  11      -   0.99986022  x   0.99967940  =   0.99953966
 RY1011
 RY1011:                Primary Azimuth Mark                     Grid Az
 RY1011:SPC ID W     -  BOEHLS BUTTE LOOKOUT TOWER               052 32 35.1
 RY1011:UTM  11      -  BOEHLS BUTTE LOOKOUT TOWER               051 37 52.9
 RY1011
 RY1011|---------------------------------------------------------------------|
 RY1011| PID    Reference Object                     Distance      Geod. Az  |
 RY1011|                                                           dddmmss.s |
 RY1011| RY1003 BOEHLS BUTTE LOOKOUT TOWER          APPROX. 6.9 KM 0522400.1 |
 RY1011| CH6517 BRACE SUB PT A                                     08232     |
 RY1011| RY1008 ARMSTRONG LOOKOUT TOWER             APPROX. 4.9 KM 1271739.8 |
 RY1011| CH6515 BRACE RM 1                            9.504 METERS 16019     |
 RY1011| CH6518 BRACE SUB PT B                                     16130     |
 RY1011| CH6516 BRACE RM 2                            7.727 METERS 22440     |
 RY1011|---------------------------------------------------------------------|
 RY1011
 RY1011                          SUPERSEDED SURVEY CONTROL
 RY1011
 RY1011  NAD 83(1986)-  46 49 49.75602(N)    115 56 46.07906(W) AD(       ) 2
 RY1011  NAD 27      -  46 49 50.10010(N)    115 56 42.53230(W) AD(       ) 2
 RY1011  NGVD 29 (07/19/86)  907.5    (m)         2977.     (f) VERT ANG       
 RY1011
 RY1011.Superseded values are not recommended for survey control.
 RY1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1011.See file dsdata.txt to determine how the superseded data were derived.
 RY1011
 RY1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM8037486866(NAD 83)
 RY1011_MARKER: Z = SEE DESCRIPTION
 RY1011_SETTING: 0 = UNSPECIFIED SETTING
 RY1011
 RY1011  HISTORY     - Date     Condition        Report By
 RY1011  HISTORY     - 1959     MONUMENTED       CGS
 RY1011
 RY1011                          STATION DESCRIPTION
 RY1011
 RY1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY1011'STATION IS LOCATED ON THE SOUTH SLOPE OF A LOW BUT PROMINENT
 RY1011'RIDGE, ABOUT 1-1/4 MILES WEST OF THE CONFLUENCE OF THE NORTH
 RY1011'FORK OF THE CLEARWATER RIVER AND THE LITTLE NORTH FORK OF
 RY1011'THE CLEARWATER RIVER, AND BOUNDED ON THE NORTHEAST BY LONG
 RY1011'CREEK AND ON THE SOUTHWEST BY ROBINSON CREEK, IN THE NORTHWEST
 RY1011'1/4 OF SECTION 10, T 40 N, R 4 E.
 RY1011'
 RY1011'THIS STATION WAS REACHED BY HELICOPTER BUT THERE IS AN OLD
 RY1011'LOGGING ROAD THAT RUNS OVER THE RIDGE CLOSE TO THE STATION.
 RY1011'THE RIDGE IS COVERED WITH UNDERBRUSH AND SOME SCATTERED TIMBER.
 RY1011'
 RY1011'THE STATION MARK IS A STANDARD DISK, STAMPED BRACE 1959, BRAZED
 RY1011'TO THE TOP OF A 2-INCH PIPE PROJECTING 6 INCHES.  IT IS 87 FEET
 RY1011'NORTH OF A TRIANGLE BLAZE ON THE NORTH SIDE OF AN 18-INCH SPRUCE
 RY1011'TREE, 35 FEET EAST OF THE HIGHEST POINT OF THE RIDGE AND 22
 RY1011'FEET EAST OF A TRIANGLE BLAZE ON THE SOUTH SIDE OF A 6-INCH
 RY1011'SPRUCE TREE.
 RY1011'
 RY1011'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRACE NO 1 1959.
 RY1011'BRAZED TO THE TOP OF A 2-INCH PIPE PROJECTING 9 INCHES.  IT IS
 RY1011'61 FEET NORTHEAST OF THE 18-INCH SPRUCE TREE AND 41 FEET
 RY1011'SOUTHEAST OF THE 6-INCH SPRUCE TREE.
 RY1011'
 RY1011'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRACE NO 2 1959,
 RY1011'BRAZED TO THE TOP OF A 2-INCH PIPE PROJECTING 9 INCHES.  IT IS
 RY1011'70 FEET NORTHWEST OF THE 18-INCH SPRUCE TREE AND 15 FEET
 RY1011'SOUTHEAST OF THE 6-INCH SPRUCE TREE.
 RY1011'
 RY1011'NO SUITABLE PLACE FOR AN AZIMUTH MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0853 ***********************************************************************
 OZ0853  DESIGNATION -  BRAY
 OZ0853  PID         -  OZ0853
 OZ0853  STATE/COUNTY-  ID/GOODING
 OZ0853  USGS QUAD   -  MC KINNEY BUTTE (1986)
 OZ0853
 OZ0853                         *CURRENT SURVEY CONTROL
 OZ0853  ___________________________________________________________________
 OZ0853* NAD 83(1992)-  43 01 13.19047(N)    114 49 13.13933(W)     ADJUSTED  
 OZ0853* NAVD 88     -      1199.7    (meters)    3936.     (feet)  VERTCON   
 OZ0853  ___________________________________________________________________
 OZ0853  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 OZ0853  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 OZ0853
 OZ0853  HORZ ORDER  -  THIRD
 OZ0853
 OZ0853.The horizontal coordinates were established by classical geodetic methods
 OZ0853.and adjusted by the National Geodetic Survey in July 1992..
 OZ0853
 OZ0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0853
 OZ0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0853
 OZ0853.The geoid height was determined by GEOID03.
 OZ0853
 OZ0853;                    North         East     Units Scale Factor Converg.
 OZ0853;SPC ID C     -   150,683.612   433,136.015   MT  1.00000235   -0 33 34.9
 OZ0853;UTM  11      - 4,765,377.951   677,606.855   MT  0.99998807   +1 29 15.0
 OZ0853
 OZ0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0853!SPC ID C     -   0.99981426  x   1.00000235  =   0.99981661
 OZ0853!UTM  11      -   0.99981426  x   0.99998807  =   0.99980234
 OZ0853
 OZ0853:                Primary Azimuth Mark                     Grid Az
 OZ0853:SPC ID C     -  G 335                                    086 16 48.1
 OZ0853:UTM  11      -  G 335                                    084 13 58.2
 OZ0853
 OZ0853|---------------------------------------------------------------------|
 OZ0853| PID    Reference Object                     Distance      Geod. Az  |
 OZ0853|                                                           dddmmss.s |
 OZ0853| OZ0125 G 335                               APPROX.10.4 KM 0854313.2 |
 OZ0853|---------------------------------------------------------------------|
 OZ0853
 OZ0853                          SUPERSEDED SURVEY CONTROL
 OZ0853
 OZ0853  NAD 83(1986)-  43 01 13.18863(N)    114 49 13.13779(W) AD(       ) 3
 OZ0853  NGVD 29 (01/23/89) 1198.8    (m)         3933.     (f) VERT ANG       
 OZ0853
 OZ0853.Superseded values are not recommended for survey control.
 OZ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0853.See file dsdata.txt to determine how the superseded data were derived.
 OZ0853
 OZ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH7760765378(NAD 83)
 OZ0853_MARKER: DD = SURVEY DISK
 OZ0853_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0853_SP_SET: SET IN ROCK OUTCROP
 OZ0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0853+STABILITY: POSITION/ELEVATION WELL
 OZ0853
 OZ0853  HISTORY     - Date     Condition        Report By
 OZ0853  HISTORY     - 1947     MONUMENTED       USGS
 OZ0853
 OZ0853                          STATION DESCRIPTION
 OZ0853
 OZ0853'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OZ0853'LOCATED ABOUT 9.5 MI. NE. OF BLISS, 8 MI. NW. OF GOODING, 3 MI. ESE.
 OZ0853'OF THE BRAY LAKE RESERVOIR, ON A HIGH POINT ON THE SE. CORNER OF THE
 OZ0853'RIM OF A PROMINENT CRATER TOP KNOWN LOCALLY AS MCKINNEY BUTTE.
 OZ0853'
 OZ0853'TO REACH FROM THE GOODING POST OFFICE, DRIVE N. ON STATE HIGHWAY 46
 OZ0853'FOR 4.8 MI. TO A RIGHT ANGLE BEND (W.), CONTINUE AHEAD TO CROSSROADS,
 OZ0853'THENCE LEFT (W.) FOR 3.5 MI. TO T-RD. INTERSECTION, TURN LEFT (S.)
 OZ0853'FOR 0.5 MI. TO RD. TO RIGHT, TURN RIGHT (W.) AND GO THROUGH
 OZ0853'CATTLEGUARD AND FOLLOW WINDING RD. 1.8 MI. TO A DIM RD. TO RIGHT,
 OZ0853'TURN RIGHT 1 MI. TO CREST OF HILL, THENCE LEFT ACROSS COUNTRY TO ROCK
 OZ0853'EDGE 0.2 MI. TO END OF RD.  STATION IS ABOUT 200 FT. TO THE E.
 OZ0853'
 OZ0853'STATION MARK--STANDARD TABLET STAMPED---BRAY 1947---, CEMENTED IN
 OZ0853'ROCK.
 OZ0853'
 OZ0853'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OZ0853'---NO 1---, CEMENTED IN ROCK OUTCROP, 25.63 FT. FROM STATION MARK IN
 OZ0853'BEARING S 73 DEG. 15 MIN. W.
 OZ0853'
 OZ0853'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OZ0853'---NO 2---, CEMENTED IN ROCK OUTCROP, 56.97 FT. FROM STATION MARK IN
 OZ0853'BEARING N 10 DEG. 35 MIN. W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1326 ***********************************************************************
 QB1326  DESIGNATION -  BRENT
 QB1326  PID         -  QB1326
 QB1326  STATE/COUNTY-  ID/WASHINGTON
 QB1326  USGS QUAD   -  MANN CREEK SE (1987)
 QB1326
 QB1326                         *CURRENT SURVEY CONTROL
 QB1326  ___________________________________________________________________
 QB1326* NAD 83(1992)-  44 18 42.88568(N)    116 49 31.51861(W)     ADJUSTED  
 QB1326* NAVD 88     -      1003.1    (meters)    3291.     (feet)  VERTCON   
 QB1326  ___________________________________________________________________
 QB1326  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 QB1326  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 QB1326
 QB1326  HORZ ORDER  -  THIRD
 QB1326
 QB1326.The horizontal coordinates were established by classical geodetic methods
 QB1326.and adjusted by the National Geodetic Survey in July 1992..
 QB1326
 QB1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1326
 QB1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1326
 QB1326.The geoid height was determined by GEOID03.
 QB1326
 QB1326;                    North         East     Units Scale Factor Converg.
 QB1326;SPC ID W     -   294,410.025   714,203.262   MT  1.00002383   -0 45 04.7
 QB1326;UTM  11      - 4,906,532.063   513,923.115   MT  0.99960238   +0 07 19.0
 QB1326
 QB1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1326!SPC ID W     -   0.99984538  x   1.00002383  =   0.99986921
 QB1326!UTM  11      -   0.99984538  x   0.99960238  =   0.99944782
 QB1326
 QB1326|---------------------------------------------------------------------|
 QB1326| PID    Reference Object                     Distance      Geod. Az  |
 QB1326|                                                           dddmmss.s |
 QB1326| CD6120 CLOVER PP                                          01010     |
 QB1326| CD4324 BRENT RM 1                            6.648 METERS 04153     |
 QB1326| CD4323 BRENT AZ MK                                        2034751.6 |
 QB1326| CD4325 BRENT RM 2                            6.143 METERS 24310     |
 QB1326|---------------------------------------------------------------------|
 QB1326
 QB1326                          SUPERSEDED SURVEY CONTROL
 QB1326
 QB1326  NAD 83(1991)-  44 18 42.88516(N)    116 49 31.51877(W) AD(       ) 3
 QB1326  NAD 83(1986)-  44 18 42.88469(N)    116 49 31.51921(W) AD(       ) 3
 QB1326  NAD 27      -  44 18 43.29300(N)    116 49 27.92900(W) AD(       ) 3
 QB1326  NGVD 29 (07/19/86) 1002.1    (m)         3288.     (f) VERT ANG       
 QB1326
 QB1326.Superseded values are not recommended for survey control.
 QB1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1326.See file dsdata.txt to determine how the superseded data were derived.
 QB1326
 QB1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1392306532(NAD 83)
 QB1326_MARKER: DS = TRIANGULATION STATION DISK
 QB1326_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB1326_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QB1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB1326
 QB1326  HISTORY     - Date     Condition        Report By
 QB1326  HISTORY     - 1945     MONUMENTED       CGS
 QB1326  HISTORY     - 1954     GOOD             USGS
 QB1326
 QB1326                          STATION DESCRIPTION
 QB1326
 QB1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1326'STATION IS LOCATED ON THE SUMMIT OF ONE OF THE HIGH HILLS
 QB1326'OF THE RANGE OF HILLS BETWEEN MANNS CREEK AND THE WEISER
 QB1326'RIVER.  IT IS ABOUT 2 MILES E OF MANNS CREEK, 1-1/2 MILES W
 QB1326'OF THE WEISER RIVER, AND ABOUT 9 MILES NE OF WEISER.
 QB1326'
 QB1326'THE MARK IS A BRONZE STATION DISK BRAZED TO THE TOP OF A
 QB1326'3-INCH IRON PIPE THAT PROJECTS ABOUT 6 INCHES AND IS STAMPED
 QB1326'BRENT 1945.  A SUBSURFACE MARK WAS SET IN CONCRETE BELOW
 QB1326'THE SURFACE MARK AND IS A BRONZE AZIMUTH DISK STAMPED BRENT
 QB1326'1945.  THE STATION IS SITUATED IN A SMALL OPEN AREA, VOID
 QB1326'OF SAGEBRUSH, AND AT THE S EDGE OF THE HILL.
 QB1326'
 QB1326'REFERENCE MARK 1, STAMPED BRENT NO 1 1945, IS A BRONZE REFERENCE
 QB1326'DISK BRAZED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS
 QB1326'ABOUT 6 INCHES.  IT IS 1-1/2 FEET LOWER THAN THE STATION AND
 QB1326'ALONG THE E SHOULDER OF THE HILL.
 QB1326'
 QB1326'REFERENCE MARK 2, STAMPED BRENT NO 2 1945, IS A BRONZE REFERENCE
 QB1326'DISK BRAZED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS
 QB1326'ABOUT 6 INCHES.  IT IS 1 FOOT LOWER THAN THE STATION AND SET
 QB1326'ON THE SW SHOULDER OF THE HILL.
 QB1326'
 QB1326'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP
 QB1326'OF A 12- BY 12-INCH BLOCK OF CONCRETE THAT PROJECTS ABOUT 2
 QB1326'INCHES.  THE MARK, STAMPED BRENT 1945, IS 2 FEET N OF A WIRE
 QB1326'FENCE, 2 FEET NE OF A WOODEN GATEPOST, AND 10 FEET N OF THE
 QB1326'CENTER LINE OF A TRACK ROAD.
 QB1326'
 QB1326'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 95
 QB1326'AND 30N IN WEISER, GO N ON HIGHWAY 95 TOWARDS LEWISTON FOR
 QB1326'3 BLOCKS (0.25 MILE) TO EAST PARK STREET.  TURN RIGHT (E)
 QB1326'ON EAST PARK STREET AND FOLLOW THE MAIN ROAD E FOR 5.6 MILES
 QB1326'TO A BRIDGE ON THE LEFT (N) CROSSING A LARGE IRRIGATION
 QB1326'CANAL AND A SIGN ON THE RIGHT (S) MANNS CREEK.  TURN RIGHT
 QB1326'(N) AND FOLLOW THE DIRT ROAD N FOR 3.1 MILES TO A GATE IN
 QB1326'A WIRE FENCE ON THE RIGHT (E) JUST N OF A BRIDGE OVER A CANAL
 QB1326'AND ABOUT 100 YARDS NE OF A LARGE WHITE RANCH HOUSE.  TURN
 QB1326'RIGHT THROUGH THE WIRE GATE AND FOLLOW THE TRACK ROAD E
 QB1326'FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 QB1326'CONTINUE THE TRACK ROAD E FOR 1.1 MILES TO A WIRE GATE AND
 QB1326'SITE OF THE AZIMUTH MARK ON THE LEFT (N) NEAR GATEPOST.
 QB1326'PASS THROUGH GATE AND CONTINUE THE TRACK ROAD 0.3 MILE TO A
 QB1326'DIM TRACK ROAD LEFT ALONG THE E SIDE OF A WIRE FENCE.
 QB1326'TURN LEFT AND FOLLOW THE DIM TRACK ROAD N FOR 0.5 MILE TO
 QB1326'A GATE IN A WIRE FENCE AT THE BASE OF A STEEP HILL AND
 QB1326'END OF TRUCK TRAVEL.  PACK N UP THE STEEP HILL TO THE
 QB1326'SUMMIT AND STATION IN SMALL OPEN AREA VOID OF SAGEBRUSH.
 QB1326
 QB1326                          STATION RECOVERY (1954)
 QB1326
 QB1326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QB1326'NOTE BY USGS, 1950--STATION WAS FOUND AS DESCRIBED WITH THE FOLLOWING
 QB1326'EXCEPTIONS - IN --TO REACH-- DESCRIPTION, THE SENTENCE --TURN RIGHT
 QB1326'(N.) AND FOLLOW DIRT RD. N. FOR 3.1 MI. TO GATE IN WIRE FENCE--,
 QB1326'SHOULD READ --TURN LEFT (N.) AND FOLLOW DIRT RD. N. FOR 4.1 MI. TO
 QB1326'GATE IN WIRE FENCE--.
 QB1326'
 QB1326'RECOVERED BY USGS IN 1954.  STATION WAS FOUND AS DESCRIBED.  ALL MARKS
 QB1326'WERE IN GOOD CONDITION.
 QB1326'
 QB1326'STATION MARK--A BRONZE STATION DISK BRAZED TO THE TOP OF A 3 IN. IRON
 QB1326'PIPE THAT PROJECTS ABOUT 6 IN. AND IS STAMPED---BRENT 1945---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1192 ***********************************************************************
 NV1192  DESIGNATION -  BRICK
 NV1192  PID         -  NV1192
 NV1192  STATE/COUNTY-  ID/OWYHEE
 NV1192  USGS QUAD   -  HOT SPRING (1992)
 NV1192
 NV1192                         *CURRENT SURVEY CONTROL
 NV1192  ___________________________________________________________________
 NV1192* NAD 83(1992)-  42 50 14.16044(N)    115 44 57.47920(W)     ADJUSTED  
 NV1192* NAVD 88     -       796.6    (meters)    2614.     (feet)  VERTCON   
 NV1192  ___________________________________________________________________
 NV1192  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 NV1192  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 NV1192
 NV1192  HORZ ORDER  -  THIRD
 NV1192
 NV1192.The horizontal coordinates were established by classical geodetic methods
 NV1192.and adjusted by the National Geodetic Survey in July 1992..
 NV1192
 NV1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1192
 NV1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1192
 NV1192.The geoid height was determined by GEOID03.
 NV1192
 NV1192;                    North         East     Units Scale Factor Converg.
 NV1192;SPC ID W     -   130,019.466   800,057.243   MT  0.99993333   +0 00 01.7
 NV1192;UTM  11      - 4,743,502.375   602,211.758   MT  0.99972853   +0 51 01.6
 NV1192
 NV1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1192!SPC ID W     -   0.99987772  x   0.99993333  =   0.99981106
 NV1192!UTM  11      -   0.99987772  x   0.99972853  =   0.99960628
 NV1192
 NV1192                          SUPERSEDED SURVEY CONTROL
 NV1192
 NV1192  NAD 83(1986)-  42 50 14.16191(N)    115 44 57.47654(W) AD(       ) 3
 NV1192  NAD 27      -  42 50 14.53200(N)    115 44 54.17400(W) AD(       ) 3
 NV1192  NGVD 29 (07/19/86)  795.7    (m)         2611.     (f) VERT ANG       
 NV1192
 NV1192.Superseded values are not recommended for survey control.
 NV1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1192.See file dsdata.txt to determine how the superseded data were derived.
 NV1192
 NV1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0221243502(NAD 83)
 NV1192_MARKER: Z = SEE DESCRIPTION
 NV1192_SETTING: 0 = UNSPECIFIED SETTING
 NV1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1192
 NV1192  HISTORY     - Date     Condition        Report By
 NV1192  HISTORY     - 1945     MONUMENTED       CGS
 NV1192
 NV1192                          STATION DESCRIPTION
 NV1192
 NV1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1192'STATION IS LOCATED 3.9 MILES S ALONG THE HOT SPRINGS ROAD FROM
 NV1192'THE ROAD JUNCTION 0.2 MILE E OF BRUNEAU.  IT IS ABOUT 180
 NV1192'FEET E AND ABOUT 50 FEET HIGHER THAN THE ROAD.  82 FEET
 NV1192'W OF THE STEPS LEADING UP TO THE PORCH OF AN OLD BRICK BUILDING.
 NV1192'68 FEET SW OF A FENCE CORNER.  AND 30 FEET W OF THE CENTER
 NV1192'LINE OF OLD ROAD IN FRONT OF THE BUILDING.
 NV1192'
 NV1192'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 NV1192'POST PROJECTING 4 INCHES ABOVE GROUND.  IT IS STAMPED BRICK
 NV1192'1945.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 NV1192'CONCRETE.
 NV1192'
 NV1192'NO REFERENCE OR AZIMUTH MARK WAS SET.
 NV1192'
 NV1192'HEIGHT OF LIGHT ABOVE STATION MARK - 0.51 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0053 ***********************************************************************
 NV0053  DESIGNATION -  BRIDGE
 NV0053  PID         -  NV0053
 NV0053  STATE/COUNTY-  ID/TWIN FALLS
 NV0053  USGS QUAD   -  TWIN FALLS (1992)
 NV0053
 NV0053                         *CURRENT SURVEY CONTROL
 NV0053  ___________________________________________________________________
 NV0053* NAD 83(1992)-  42 35 55.70733(N)    114 27 18.92772(W)     ADJUSTED  
 NV0053* NAVD 88     -      1096.869  (meters)    3598.64   (feet)  ADJUSTED  
 NV0053  ___________________________________________________________________
 NV0053  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 NV0053  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0053  DYNAMIC HT  -        1096.294 (meters)    3596.76  (feet)  COMP
 NV0053  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 NV0053
 NV0053  HORZ ORDER  -  FIRST
 NV0053  VERT ORDER  -  FIRST     CLASS II
 NV0053
 NV0053.The horizontal coordinates were established by classical geodetic methods
 NV0053.and adjusted by the National Geodetic Survey in July 1992..
 NV0053
 NV0053.The orthometric height was determined by differential leveling
 NV0053.and adjusted by the National Geodetic Survey in June 1991..
 NV0053
 NV0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0053
 NV0053.The geoid height was determined by GEOID03.
 NV0053
 NV0053.The dynamic height is computed by dividing the NAVD 88
 NV0053.geopotential number by the normal gravity value computed on the
 NV0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0053.degrees latitude (g = 980.6199 gals.).
 NV0053
 NV0053.The modeled gravity was interpolated from observed gravity values.
 NV0053
 NV0053;                    North         East     Units Scale Factor Converg.
 NV0053;SPC ID C     -   103,633.377   462,639.175   MT  0.99996454   -0 18 29.3
 NV0053;UTM  11      - 4,719,403.721   708,767.976   MT  1.00013625   +1 43 23.0
 NV0053
 NV0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0053!SPC ID C     -   0.99983039  x   0.99996454  =   0.99979494
 NV0053!UTM  11      -   0.99983039  x   1.00013625  =   0.99996662
 NV0053
 NV0053|---------------------------------------------------------------------|
 NV0053| PID    Reference Object                     Distance      Geod. Az  |
 NV0053|                                                           dddmmss.s |
 NV0053| NV0054 BRIDGE RM 1                          17.245 METERS 09045     |
 NV0053| CD4326 BRIDGE RM 2                          12.857 METERS 24440     |
 NV0053| NV1252 BRIDGE RM 3                          16.541 METERS 25441     |
 NV0053| NV1024 BLUE 2                              APPROX. 1.9 KM 3005258.2 |
 NV0053|---------------------------------------------------------------------|
 NV0053
 NV0053                          SUPERSEDED SURVEY CONTROL
 NV0053
 NV0053  NAD 83(1986)-  42 35 55.70566(N)    114 27 18.92494(W) AD(       ) 1
 NV0053  NAD 27      -  42 35 56.03600(N)    114 27 15.78600(W) AD(       ) 1
 NV0053  NGVD 29 (??/??/92) 1095.993  (m)         3595.77   (f) ADJ UNCH    1 2
 NV0053
 NV0053.Superseded values are not recommended for survey control.
 NV0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0053.See file dsdata.txt to determine how the superseded data were derived.
 NV0053
 NV0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0876819404(NAD 83)
 NV0053_MARKER: DS = TRIANGULATION STATION DISK
 NV0053_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NV0053_SP_SET: UNSPEC. ROCK
 NV0053_STAMPING: BRIDGE 1946
 NV0053_MARK LOGO: CGS   
 NV0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0053+SATELLITE: SATELLITE OBSERVATIONS - 1986
 NV0053
 NV0053  HISTORY     - Date     Condition        Report By
 NV0053  HISTORY     - 1946     MONUMENTED       CGS
 NV0053  HISTORY     - 1946     GOOD             CGS
 NV0053  HISTORY     - 1978     GOOD             NGS
 NV0053  HISTORY     - 1979     GOOD             NGS
 NV0053  HISTORY     - 1979     GOOD             NGS
 NV0053  HISTORY     - 1983     POOR             NGS
 NV0053  HISTORY     - 1986     GOOD
 NV0053
 NV0053                          STATION DESCRIPTION
 NV0053
 NV0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV0053'STATION IS LOCATED 3 MILES (AIR LINE) NNE OF THE CENTER OF THE
 NV0053'CITY OF TWIN FALLS, ON THE S RIM OF SNAKE RIVER CANYON, ABOUT
 NV0053'72 YARDS W OF THE S END OF THE BRIDGE ON U.S. HIGHWAY 93 WHICH
 NV0053'SPANS THE CANYON.  IT IS JUST NW OF A WOODEN BUILDING (CANYON
 NV0053'LODGE).
 NV0053'
 NV0053'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL HOLE
 NV0053'IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT IS 6 FEET S OF
 NV0053'A WHITE 4- BY 4-INCH WITNESS POST, 21.8 FEET W OF A FENCE CORNER,
 NV0053'109 FEET WNW OF THE NW CORNER OF LARGE WOODEN BUILDING (CANYON
 NV0053'LODGE), 25 FEET S OF THE EDGE OF THE RIM OF THE CANYON, AND 222.5
 NV0053'FEET W OF THE CENTER LINE OF U.S. HIGHWAY 93.  DISK IS STAMPED
 NV0053'BRIDGE 1946.  NO UNDERGROUND MARK WAS SET.
 NV0053'
 NV0053'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 NV0053'HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND AND IS AT
 NV0053'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT IS 4 FEET
 NV0053'FROM E-W FENCE LINE AND 14 FEET S OF A ROCK LEDGE.  DISK IS
 NV0053'STAMPED BRIDGE NO 1 1946.
 NV0053'
 NV0053'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 NV0053'HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND AND IS AT
 NV0053'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT IS 24
 NV0053'FEET S OF ROCK LEDGE AND ABOUT 30 FEET NNW OF THE CENTER OF A
 NV0053'PARKING LOT.  DISK IS STAMPED BRIDGE NO 2 1946.
 NV0053'
 NV0053'STATION BLUE MAY BE USED FOR AN AZIMUTH MARK.
 NV0053'
 NV0053'A STATE SURVEY BENCH MARK NO. F3409 IS 208.50 FEET E OF STATION
 NV0053'AND IS IN A CONCRETE ABUTMENT IN SW END OF BRIDGE.  IT IS A
 NV0053'STANDARD DISK SET IN A DRILL HOLE IN CONCRETE AND IS 2-1/2 FEET
 NV0053'LOWER IN ELEVATION THAN TOP OF FLOOR OR BRIDGE.
 NV0053'
 NV0053'TO REACH THE STATION FROM THE POST OFFICE IN TWIN FALLS, GO
 NV0053'N ON SECOND STREET FOR 0.6 MILE TO THE INTERSECTION WITH U.S.
 NV0053'HIGHWAY 93, FOLLOW HIGHWAY 93 E AND N 2.4 MILES TO THE SNAKE
 NV0053'RIVER BRIDGE AND THE STATION ON THE LEFT.
 NV0053'
 NV0053'THE SUBSTITUTE CONTROL STATION IS THE CENTER OF U.S. HIGHWAY 93
 NV0053'AT THE S END OF THE BRIDGE OVER THE SNAKE RIVER, 15.20 FEET E
 NV0053'OF U.S.C. AND G.S. AND STATE SURVEY B.M. F3409, AND 223.70 FEET
 NV0053'E OF THE STATION.  A TEMPORARY POINT WAS USED.
 NV0053
 NV0053                          STATION RECOVERY (1946)
 NV0053
 NV0053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NV0053'3.2 MI N FROM TWIN FALLS.
 NV0053'ALONG U.S. HIGHWAY 93, 3.2 MILES NORTH OF THE INTERSECTION OF FIRST
 NV0053'AND MAIN STREETS IN TWIN FALLS, SET IN SOLID ROCK ON SOUTH RIM OF
 NV0053'SNAKE RIVER CANYON, 206 FEET WEST OF SOUTHWEST CORNER OF HIGHWAY
 NV0053'BRIDGE OVER SNAKE RIVER, 28 FEET SOUTH OF EDGE OF RIM, 56 FEET WEST OF
 NV0053'REFERENCE MARK NO. 1.
 NV0053
 NV0053                          STATION RECOVERY (1978)
 NV0053
 NV0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NV0053'PREVIOUS DESCRIPTION FOUND ON PAGES 7, AND 8 OF BOOK NO. 903.
 NV0053'
 NV0053'THE STATION MARK, REFERENCE MARK NO. 1, AND B.M. F 3409 (IDAHO
 NV0053'GEOD. S.) WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2
 NV0053'HAD BEEN DESTROYED WHEN THE PARAPET WALL WAS BUILT.  LINE OF SIGHT
 NV0053'WAS NOT CLEARED TO B.M. F 3409 BECAUSE OF THE LOCATION OF THE
 NV0053'OBSTRUCTION.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  LANDMARKS
 NV0053'HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NV0053'
 NV0053'THE STATION IS ON THE SOUTH RIM OF THE SNAKE RIVER CANYON.
 NV0053'
 NV0053'TO REACH THE STATION FROM THE TWIN FALLS POST OFFICE, GO NORTH ON
 NV0053'THIRD STREET NORTH FOR 0.1 MILE TO SECOND STREET NORTH, TURN LEFT,
 NV0053'AND GO WEST ON SECOND STREET NORTH FOR 0.4 MILE TO THE JUNCTION
 NV0053'WITH U.S. HIGHWAY 93, TURN RIGHT, AND GO EAST, AND NORTH ON U.S.
 NV0053'HIGHWAY 93 FOR 3.3 MILES TO THE ENTRANCE TO THE VIEW POINT ON THE
 NV0053'LEFT, JUST BEFORE REACHING THE BRIDGE OVER THE SNAKE RIVER, TURN
 NV0053'LEFT, AND GO NORTHWEST TO THE SOUTH RIM OF THE CANYON, AND THE
 NV0053'STATION.
 NV0053'
 NV0053'THE STATION MARK, STAMPED BRIDGE 1946, IS A STANDARD DISK CEMENTED
 NV0053'IN A DRILL HOLE IN BEDROCK, 250 FEET WEST OF THE SOUTH END OF THE
 NV0053'BRIDGE OVER THE SNAKE RIVER, 175 FEET WEST OF THE INFORMATION
 NV0053'PLAQUE, 66 FEET EAST-NORTHEAST OF THE WEST END OF THE PARAPET, 15
 NV0053'FEET SOUTH OF THE VERTICAL CLIFF, AND 7 FEET NORTH OF THE
 NV0053'PARAPET.
 NV0053'
 NV0053'REFERENCE MARK NO. 1, STAMPED BRIDGE NO 1 1946, IS A STANDARD DISK
 NV0053'CEMENTED IN A DRILL HOLE IN BEDROCK, 122 FEET WEST OF THE
 NV0053'INFORMATION PLAQUE, 10 FEET SOUTH OF THE VERTICAL BLUFF, AND 5 FEET
 NV0053'NORTH OF THE PARAPET.
 NV0053'
 NV0053'REFERENCE MARK NO. 3, STAMPED BRIDGE 1946 NO 3 1978, IS A STANDARD
 NV0053'DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 12 FEET NORTHEAST OF THE
 NV0053'WEST END OF THE PARAPET, 12 FEET SOUTH OF THE VERTICAL CLIFF, AND
 NV0053'5 FEET NORTH OF THE PARAPET.
 NV0053'
 NV0053'BENCH MARK F 3409, STAMPED F 3409 1934, IS A USC AND GS AND IDAHO
 NV0053'GEO.  SURVEY DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST
 NV0053'END OF THE SOUTH CONCRETE ABUTMENT OF THE ABANDONED BRIDGE OVER THE
 NV0053'SNAKE RIVER, 35 FEET WEST OF THE WEST EDGE OF THE PRESENT BRIDGE,
 NV0053'30 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE INFORMATION
 NV0053'PLAQUE, 5 FEET NORTH OF THE PARAPET, AND 10-INCHES SOUTHEAST OF
 NV0053'THE NORTHWEST CORNER OF THE ABUTMENT.
 NV0053'
 NV0053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 NV0053'NORTH-NORTHEAST OF TWIN FALLS.
 NV0053
 NV0053                          STATION RECOVERY (1979)
 NV0053
 NV0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NV0053'PREVIOUS DESCRIPTION FOUND ON PAGES 7, AND 8 OF BOOK NO. 903, AND
 NV0053'A RECOVERY NOTE SUBMITTED BY C.L.N. DATED 1978.
 NV0053'
 NV0053'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 3
 NV0053'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.L.N. IN RECOVERY
 NV0053'NOTE DATED 1978.  THE TO REACH IS ADEQUATE FOR RECOVERY.
 NV0053'TRIANGULATION STATION BLUE 2 MAY BE USED FOR THE AZIMUTH MARK.
 NV0053'SEE DESCRIPTION THEREOF.
 NV0053'
 NV0053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 NV0053'NORTH-NORTHEAST OF TWIN FALLS.
 NV0053
 NV0053                          STATION RECOVERY (1979)
 NV0053
 NV0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NV0053'REACHED FROM THE TWIN FALLS POST OFFICE BY GOING NORTH ON THIRD
 NV0053'STREET NORTH FOR 0.1 MILE TO SECOND STREET NORTH, TURN LEFT, AND GO
 NV0053'WEST ON SECOND STREET NORTH FOR 0.4 MILE TO THE JUNCTION WITH U.S.
 NV0053'HIGHWAY 93, TURN RIGHT, AND GO EAST, AND NORTH ON U.S. HIGHWAY 93 FOR
 NV0053'3.3 MILES TO THE ENTRANCE TO THE VIEW POINT ON THE LEFT, TURN LEFT,
 NV0053'AND GO NORTHWEST FOR 0.2 MILE TO THE VIEW POINT, AND MARK, 250 FEET
 NV0053'WEST OF THE HIGHWAY BRIDGE, 125 FEET NORTHWEST OF THE LIGHT STANDARD,
 NV0053'56.58 FEET WEST OF BRIDGE RM 1, 17 FEET SOUTH OF THE VERTICAL BLUFF,
 NV0053'AND 6 FEET NORTH OF THE PARAPET.
 NV0053
 NV0053                          STATION RECOVERY (1983)
 NV0053
 NV0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0053'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  4.25 KM
 NV0053'(2.65 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 NV0053'HIGHWAY 74 AT TWIN FALLS, IN TOP OF AND 7.6 METERS (25 FT) SOUTH OF
 NV0053'THE NORTH EDGE OF THE SOUTH RIM ROCK OF THE SNAKE RIVER CANYON,
 NV0053'0.15 KM (0.1 MI) NORTHWEST OF MILEPOST 50, AT THE SCENIC OVERLOOK
 NV0053'AREA, 79.4 METERS (260.5 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 NV0053'LANES, 72.1 METERS (236.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 NV0053'SOUTH ABUTMENT FOR THE STEEL ARCH BRIDGE OVER THE CANYON, 63.5 METERS
 NV0053'(208.5 FT) WEST OF BENCH MARK F 3409 IDGS, 20.6 METERS (67.5 FT) EAST
 NV0053'OF THE WEST END OF THE OVERLOOK ROCK WALL, 17.2 METERS (56.5 FT) WEST
 NV0053'OF RM 1 AND 16.6 METERS (54.5 FT) EAST OF RM 3.  NOTE-RIM ROCK IS
 NV0053'BREAKING AWAY FROM THE WALL ELEVATION SHOULD BE USED WITH CAUTION.
 NV0053'THE MARK IS 6.1 M BELOW THE HIGHWAY.
 NV0053
 NV0053                          STATION RECOVERY (1986)
 NV0053
 NV0053'RECOVERED 1986
 NV0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1748 ***********************************************************************
 NU1748  DESIGNATION -  BRIDGE
 NU1748  PID         -  NU1748
 NU1748  STATE/COUNTY-  ID/MINIDOKA
 NU1748  USGS QUAD   -  RUPERT (1976)
 NU1748
 NU1748                         *CURRENT SURVEY CONTROL
 NU1748  ___________________________________________________________________
 NU1748* NAD 83(1992)-  42 34 50.59844(N)    113 37 43.71381(W)     ADJUSTED  
 NU1748* NAVD 88     -      1267.2    (meters)    4157.     (feet)  VERTCON   
 NU1748  ___________________________________________________________________
 NU1748  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 NU1748  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 NU1748
 NU1748  HORZ ORDER  -  SECOND
 NU1748
 NU1748.The horizontal coordinates were established by classical geodetic methods
 NU1748.and adjusted by the National Geodetic Survey in July 1992..
 NU1748
 NU1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1748
 NU1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1748
 NU1748.The geoid height was determined by GEOID03.
 NU1748
 NU1748;                    North         East     Units Scale Factor Converg.
 NU1748;SPC ID C     -   101,590.744   530,470.639   MT  0.99995879   +0 15 04.2
 NU1748;UTM  12      - 4,717,606.200   284,272.437   MT  1.00017261   -1 46 45.9
 NU1748
 NU1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1748!SPC ID C     -   0.99980358  x   0.99995879  =   0.99976237
 NU1748!UTM  12      -   0.99980358  x   1.00017261  =   0.99997615
 NU1748
 NU1748|---------------------------------------------------------------------|
 NU1748| PID    Reference Object                     Distance      Geod. Az  |
 NU1748|                                                           dddmmss.s |
 NU1748| CM5222 BRIDGE RM 1                          10.775 METERS 02553     |
 NU1748| NU1678 SALT LAKE PENDLETON BCN 14 A        APPROX.14.9 KM 1070440.6 |
 NU1748| CM5223 BRIDGE RM 2                           8.340 METERS 12346     |
 NU1748| NU1284 K 101 RESET                                        1802917.9 |
 NU1748| CM5221 BRIDGE AZ MK                                       2012341.5 |
 NU1748|---------------------------------------------------------------------|
 NU1748
 NU1748                          SUPERSEDED SURVEY CONTROL
 NU1748
 NU1748  NAD 83(1986)-  42 34 50.59773(N)    113 37 43.70946(W) AD(       ) 2
 NU1748  NAD 27      -  42 34 50.92100(N)    113 37 40.68100(W) AD(       ) 2
 NU1748  NGVD 29 (07/19/86) 1266.2    (m)         4154.     (f) VERT ANG       
 NU1748
 NU1748.Superseded values are not recommended for survey control.
 NU1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1748.See file dsdata.txt to determine how the superseded data were derived.
 NU1748
 NU1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN8427217606(NAD 83)
 NU1748_MARKER: DS = TRIANGULATION STATION DISK
 NU1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1748_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NU1748
 NU1748  HISTORY     - Date     Condition        Report By
 NU1748  HISTORY     - 1950     MONUMENTED       CGS
 NU1748  HISTORY     - 1959     GOOD             CGS
 NU1748  HISTORY     - 1976     GOOD             NGS
 NU1748
 NU1748                          STATION DESCRIPTION
 NU1748
 NU1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1748'STATION IS LOCATED, AIRLINE, ABOUT 5 MILES NORTH OF DECLO
 NU1748'AND 3 MILES SOUTHEAST OF RUPERT.  IT IS ON THE WEST BANK OF
 NU1748'THE SNAKE RIVER, AT THE BRIDGE ON THE COUNTY ROAD BETWEEN
 NU1748'RUPERT AND DECLO.
 NU1748'
 NU1748'STATION MARK, STAMPED BRIDGE 1950, IS A STANDARD DISK SET IN
 NU1748'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 NU1748'INCHES ABOVE THE GROUND.  IT IS 35 FEET WEST OF THE CENTER
 NU1748'OF A POWER LINE TOWER, 75 FEET NORTH OF THE SNAKE RIVER AND
 NU1748'100 FEET SOUTHWEST OF THE APPROACH TO THE BRIDGE.
 NU1748'
 NU1748'REFERENCE MARK NUMBER 1, STAMPED BRIDGE NO 1 1950, IS A STANDARD
 NU1748'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 NU1748'PROJECTS 3 INCHES ABOVE THE GROUND AND IS AT THE SAME ELEVATION
 NU1748'AS THE STATION MARK.  IT IS DIRECTLY UNDER THE CENTER OF THE
 NU1748'POWER LINE TOWER.
 NU1748'
 NU1748'REFERENCE MARK NUMBER 2, STAMPED BRIDGE NO 2 1950, IS A STANDARD DISK
 NU1748'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 NU1748'INCHES ABOVE THE GROUND AND IS 18 INCHES LOWER IN ELEVATION
 NU1748'THAN THE STATION MARK.  IT IS 50 FEET NORTH OF THE SNAKE
 NU1748'RIVER.
 NU1748'
 NU1748'AZIMUTH MARK, STAMPED BRIDGE 1950, IS A STANDARD DISK SET IN
 NU1748'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 NU1748'ABOVE THE GROUND.  TO REACH FROM THE STATION, GO SOUTH SOUTHWEST
 NU1748'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.
 NU1748'IT IS 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 15 FEET
 NU1748'NORTH OF THE BANK OF THE RIVER.
 NU1748'
 NU1748'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 NU1748'IN RUPERT GO SOUTHEAST FOR 0.2 MILE.  CROSS THE RAILROAD TRACKS,
 NU1748'TURN LEFT, EAST, ON U.S. HIGHWAY 30N AND GO 2.1 MILES.  TURN
 NU1748'RIGHT, SOUTH, ON THE DECLO ROAD, AND GO 2.6 MILES TO THE WEST
 NU1748'END OF THE BRIDGE OVER THE SNAKE RIVER AND THE STATION.
 NU1748
 NU1748                          STATION RECOVERY (1959)
 NU1748
 NU1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1748'STATION AND REFERENCE MARKS RECOVERED AS DESCRIPTION AND FOUND
 NU1748'TO BE IN GOOD CONDITION.  AZIMUTH MARK HAS BEEN DESTROYED
 NU1748'BY EROSION, THE DISK WAS RECOVERED.
 NU1748'
 NU1748'THE 1950 DESCRIPTION INDICATES THE STATION TO BE IN CASSIA COUNTY
 NU1748'BUT IT IS ON THE WEST BANK (OR NORTH SIDE) OF SNAKE RIVER WHICH
 NU1748'IS DIVIDING LINE BETWEEN MINIDOKA AND CASSIA COUNTIES.
 NU1748'
 NU1748'THE DIFFERENCE IN THE MEASUREMENT TO R.M. 2 IN 1950 IS NOTED
 NU1748
 NU1748                          STATION RECOVERY (1976)
 NU1748
 NU1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NU1748'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 615.
 NU1748'
 NU1748'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 NU1748'WERE RECOVERED, AND FOUND IN GOOD CONDITION.  FERROUS METAL WAS
 NU1748'DRIVEN IN BESIDE THE STATION MARK.  THE AZIMUTH MARK HAD BEEN
 NU1748'DESTROYED, ANOTHER AZIMUTH MARK WAS ESTABLISHED.  A NEW AND
 NU1748'COMPLETE DESCRIPTION FOLLOWS.
 NU1748'
 NU1748'THE STATION IS ON ROAD RIGHT-OF-WAY.
 NU1748'
 NU1748'TO REACH THE STATION FROM THE RUPERT POST OFFICE GO EAST ON 8TH
 NU1748'STREET FOR 0.4 MILE TO STATE HIGHWAY 25, JUST AFTER CROSSING THE
 NU1748'RIALROAD TRACKS, CONTINUE EAST, AND SOUTH ON STATE HIGHWAY 25 FOR
 NU1748'4.6 MILES TO A MACADAM ROAD RIGHT, JUST AFTER PASSING MILEPOST
 NU1748'NO. 57, AND JUST BEFORE CROSSING THE SNAKE RIVER, TURN RIGHT, AND
 NU1748'GO SOUTH ON THE MACADAM ROAD FOR 0.1 MILE TO THE STATION ON THE
 NU1748'LEFT.
 NU1748'
 NU1748'THE STATION MARK, STAMPED BRIDGE 1950, IS A STANDARD DISK SET IN A
 NU1748'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES, 200 FEET
 NU1748'SOUTH OF A BONNEVILLE POWER SUBSTATION, 40 FEET NORTHWEST OF THE
 NU1748'BANK OF THE SNAKE RIVER, 35 FEET SOUTHWEST OF A STEEL TOWER WHERE
 NU1748'THE POWER LINES CROSS THE RIVER, 29 FEET SOUTHEAST OF THE CENTER
 NU1748'OF THE MACADAM ROAD, AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 NU1748'
 NU1748'REFERENCE MARK NO. 1, STAMPED BRIDGE NO 1 1950, IS A STANDARD DISK IN
 NU1748'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH, 39 FEET
 NU1748'NORTHWEST OF THE BANK OF THE RIVER, 31 FEET SOUTHEAST OF THE CENTER
 NU1748'OF THE MACADAM ROAD, AND UNDER TOWER NO. 17, LINE 1, MILE 4, WHERE
 NU1748'THE POWER LINES CROSS THE RIVER.
 NU1748'
 NU1748'REFERENCE MARK NO. 2, STAMPED BRIDGE NO 2 1950, IS A STANDARD DISK
 NU1748'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH, 57 FEET
 NU1748'SOUTHEAST OF THE CENTER OF THE ROAD, AND 12 FEET NORTHWEST OF THE
 NU1748'RIVER BANK.
 NU1748'
 NU1748'TO REACH BENCH MARK K 101 RESET 1976, WHICH WAS USED FOR THE AZIMUTH
 NU1748'MARK, FROM THE STATION GO SOUTH ON STATE HIGHWAY 25 FOR 0.9 MILE
 NU1748'TO INTERSTATE 80N, TURN RIGHT, AND GO WEST ON INTERSTATE 80N FOR
 NU1748'0.25 MILE TO THE EAST END OF THE BRIDGE OVER THE SNAKE RIVER, AND
 NU1748'THE MARK ON THE LEFT, 18 FEET SOUTH OF THE CENTER OF THE
 NU1748'WESTBOUND TRAFFIC LANES, 8.5 FEET WEST OF THE EAST END OF THE
 NU1748'BRIDGE, 2.5 FEET WEST OF THE EAST END OF THE METAL GUARD RAIL,
 NU1748'AND 4-INCHES HIGHER THAN THE DECK OF THE BRIDGE, A STANDARD
 NU1748'BENCH MARK DISK STAMPED K 101 RESET 1976.
 NU1748'
 NU1748'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST
 NU1748'OF RUPERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1147 ***********************************************************************
 NV1147  DESIGNATION -  BRIDGE
 NV1147  PID         -  NV1147
 NV1147  STATE/COUNTY-  ID/ELMORE
 NV1147  USGS QUAD   -  GLENNS FERRY (1992)
 NV1147
 NV1147                         *CURRENT SURVEY CONTROL
 NV1147  ___________________________________________________________________
 NV1147* NAD 83(1992)-  42 57 20.32046(N)    115 21 01.94650(W)     ADJUSTED  
 NV1147* NAVD 88     -       761.4    (meters)    2498.     (feet)  VERTCON   
 NV1147  ___________________________________________________________________
 NV1147  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 NV1147  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 NV1147
 NV1147  HORZ ORDER  -  THIRD
 NV1147
 NV1147.The horizontal coordinates were established by classical geodetic methods
 NV1147.and adjusted by the National Geodetic Survey in July 1992..
 NV1147
 NV1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1147
 NV1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1147
 NV1147.The geoid height was determined by GEOID03.
 NV1147
 NV1147;                    North         East     Units Scale Factor Converg.
 NV1147;SPC ID W     -   143,246.687   832,593.564   MT  0.99994640   +0 16 19.9
 NV1147;UTM  11      - 4,757,209.100   634,542.735   MT  0.99982269   +1 07 27.0
 NV1147
 NV1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1147!SPC ID W     -   0.99988309  x   0.99994640  =   0.99982950
 NV1147!UTM  11      -   0.99988309  x   0.99982269  =   0.99970581
 NV1147
 NV1147                          SUPERSEDED SURVEY CONTROL
 NV1147
 NV1147  NAD 83(1986)-  42 57 20.32005(N)    115 21 01.94388(W) AD(       ) 3
 NV1147  NAD 27      -  42 57 20.68400(N)    115 20 58.68000(W) AD(       ) 3
 NV1147  NGVD 29 (07/19/86)  760.6    (m)         2495.     (f) VERT ANG       
 NV1147
 NV1147.Superseded values are not recommended for survey control.
 NV1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1147.See file dsdata.txt to determine how the superseded data were derived.
 NV1147
 NV1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3454357209(NAD 83)
 NV1147
 NV1147  HISTORY     - Date     Condition        Report By
 NV1147  HISTORY     - 1945     MONUMENTED       CGS
 NV1147
 NV1147                          STATION DESCRIPTION
 NV1147
 NV1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1147'STATION IS LOCATED ABOUT 3 MILES W OF GLENNS FERRY, ON THE SLICK
 NV1147'BRIDGE OVER THE SNAKE RIVER.
 NV1147'
 NV1147'STATION MARK IS A CHISELED CROSS ON A STEEL CROSS MEMBER BETWEEN
 NV1147'THE TWO PIERS AT THE NE END OF THE BRIDGE.  IT IS CENTERED
 NV1147'OVER THE SE ONE OF THE TWO PIERS AND IS 1-1/2 FEET BELOW THE
 NV1147'LEVEL OF THE BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1411 ***********************************************************************
 OH1411  DESIGNATION -  BRIDGE
 OH1411  PID         -  OH1411
 OH1411  STATE/COUNTY-  ID/PAYETTE
 OH1411  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH1411
 OH1411                         *CURRENT SURVEY CONTROL
 OH1411  ___________________________________________________________________
 OH1411* NAD 83(1992)-  43 58 08.10644(N)    116 46 20.42471(W)     ADJUSTED  
 OH1411* NAVD 88     -       689.2    (meters)    2261.     (feet)  VERTCON   
 OH1411  ___________________________________________________________________
 OH1411  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 OH1411  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 OH1411
 OH1411  HORZ ORDER  -  SECOND
 OH1411
 OH1411.The horizontal coordinates were established by classical geodetic methods
 OH1411.and adjusted by the National Geodetic Survey in July 1992..
 OH1411
 OH1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1411
 OH1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1411
 OH1411.The geoid height was determined by GEOID03.
 OH1411
 OH1411;                    North         East     Units Scale Factor Converg.
 OH1411;SPC ID W     -   256,246.413   717,964.496   MT  1.00001608   -0 42 35.3
 OH1411;UTM  11      - 4,868,445.880   518,261.950   MT  0.99960410   +0 09 29.0
 OH1411
 OH1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1411!SPC ID W     -   0.99989468  x   1.00001608  =   0.99991076
 OH1411!UTM  11      -   0.99989468  x   0.99960410  =   0.99949882
 OH1411
 OH1411:                Primary Azimuth Mark                     Grid Az
 OH1411:SPC ID W     -  NEW PLYMOUTH MUNICIPAL TANK              272 29 33.9
 OH1411:UTM  11      -  NEW PLYMOUTH MUNICIPAL TANK              271 37 29.6
 OH1411
 OH1411|---------------------------------------------------------------------|
 OH1411| PID    Reference Object                     Distance      Geod. Az  |
 OH1411|                                                           dddmmss.s |
 OH1411| OH1412 NEW PLYMOUTH MUNICIPAL TANK         APPROX. 3.9 KM 2714658.6 |
 OH1411| CD4327 BRIDGE RM 1                          10.242 METERS 28514     |
 OH1411| CD4328 BRIDGE RM 2                          17.451 METERS 35055     |
 OH1411|---------------------------------------------------------------------|
 OH1411
 OH1411                          SUPERSEDED SURVEY CONTROL
 OH1411
 OH1411  NAD 83(1991)-  43 58 08.10627(N)    116 46 20.42442(W) AD(       ) 2
 OH1411  NAD 83(1986)-  43 58 08.10602(N)    116 46 20.42440(W) AD(       ) 2
 OH1411  NAD 27      -  43 58 08.51020(N)    116 46 16.89790(W) AD(       ) 2
 OH1411  NGVD 29 (07/19/86)  688.3    (m)         2258.     (f) VERT ANG       
 OH1411
 OH1411.Superseded values are not recommended for survey control.
 OH1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1411.See file dsdata.txt to determine how the superseded data were derived.
 OH1411
 OH1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1826268446(NAD 83)
 OH1411_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1411
 OH1411  HISTORY     - Date     Condition        Report By
 OH1411  HISTORY     - 1959     MONUMENTED       CGS
 OH1411  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OH1411
 OH1411                          STATION DESCRIPTION
 OH1411
 OH1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OH1411'THE STATION IS 2-1/2 MILES EAST OF NEW PLYMOUTH, ON THE FILL
 OH1411'AT THE SOUTHEAST END OF THE CONCRETE BRIDGE OVER THE UNION
 OH1411'PACIFIC RAILROAD TRACKS, 1.0 MILE NORTH FROM THE JUNCTION
 OH1411'OF U.S. HIGHWAY 30 AND STATE HIGHWAY 52.  THE STATION IS 2.7
 OH1411'FEET EAST OF A GUARD RAIL, 4.4 FEET NORTH FROM A STEEL WITNESS
 OH1411'POST, 11.3 FEET SOUTHEAST FROM THE SOUTHEAST END OF THE
 OH1411'CONCRETE BRIDGE RAILING AND 17 FEET EAST FROM THE CENTER
 OH1411'LINE OF HIGHWAY 52.  A STANDARD TRIANGULATION DISK SET IN A
 OH1411'SQUARE TOPPED CONCRETE MONUMENT FLUSH WITH THE GROUND,
 OH1411'STAMPED BRIDGE 1959.
 OH1411'
 OH1411'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK SET IN A DRILL
 OH1411'HOLE IN THE SOUTHWEST END OF THE CONCRETE BRIDGE, 14 FEET WEST
 OH1411'FROM THE CENTER LINE OF THE HIGHWAY, STAMPED BRIDGE NO 1 1959.
 OH1411'
 OH1411'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK SET IN A DRILL
 OH1411'HOLE IN THE TOP OF THE EAST RAIL OF THE BRIDGE, 13 FEET EAST
 OH1411'FROM THE CENTER LINE OF THE HIGHWAY, 46.2 FEET NORTH FROM
 OH1411'THE SOUTHEAST END OF THE BRIDGE, STAMPED BRIDGE NO 2 1959.
 OH1411
 OH1411                          STATION RECOVERY (1974)
 OH1411
 OH1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OH1411'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 OH1411'GOOD CONDITION AS DESCRIBED.  A DIFFERENCE IN THE HORIZONTAL
 OH1411'ANGLE TO THE REFERENCE MARKS WAS FOUND.  THE DISTANCE TO THE
 OH1411'REFERENCE MARKS WAS NOT VERIFIED BECAUSE OF THE HAZARDS OF
 OH1411'MEASURING ACROSS A THOROUGHFARE.  THE HORIZONTAL DISTANCES
 OH1411'SHOWN ABOVE WERE TAKEN FROM THE ORIGINAL DESCRIPTION.  THERE
 OH1411'WAS NO TO REACH IN THE ORIGINAL DESCRIPTION.  A TO REACH
 OH1411'FOLLOWS.
 OH1411'
 OH1411'TO REACH THE STATION FROM THE NEW PLYMOUTH POST OFFICE GO SOUTH,
 OH1411'AND SOUTHEAST ON U.S. HIGHWAY 30 FOR 0.5 MILE TO WHERE THE
 OH1411'HIGHWAY AGAIN TURNS SOUTH, AND A MACADAM ROAD EAST, GO EAST
 OH1411'ON THE MACADAM ROAD FOR 2.0 MILES TO THE JUNCTION WITH STATE
 OH1411'HIGHWAY 52, TURN LEFT, AND GO NORTH ON STATE HIGHWAY 52 FOR 0.15
 OH1411'MILE TO THE RAILROAD OVERPASS, AND THE STATION ON THE RIGHT.
 OH1411'
 OH1411'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST
 OH1411'OF NEW PLYMOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0054 ***********************************************************************
 NV0054  DESIGNATION -  BRIDGE RM 1
 NV0054  PID         -  NV0054
 NV0054  STATE/COUNTY-  ID/TWIN FALLS
 NV0054  USGS QUAD   -  TWIN FALLS (1992)
 NV0054
 NV0054                         *CURRENT SURVEY CONTROL
 NV0054  ___________________________________________________________________
 NV0054* NAD 83(1986)-  42 35 56.     (N)    114 27 19.     (W)     SCALED    
 NV0054* NAVD 88     -      1096.746  (meters)    3598.24   (feet)  ADJUSTED  
 NV0054  ___________________________________________________________________
 NV0054  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0054  DYNAMIC HT  -        1096.170 (meters)    3596.35  (feet)  COMP
 NV0054  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 NV0054
 NV0054  VERT ORDER  -  SECOND    CLASS 0
 NV0054
 NV0054.The horizontal coordinates were scaled from a topographic map and have
 NV0054.an estimated accuracy of +/- 6 seconds.
 NV0054
 NV0054.The orthometric height was determined by differential leveling
 NV0054.and adjusted by the National Geodetic Survey in June 1991..
 NV0054
 NV0054.The geoid height was determined by GEOID03.
 NV0054
 NV0054.The dynamic height is computed by dividing the NAVD 88
 NV0054.geopotential number by the normal gravity value computed on the
 NV0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0054.degrees latitude (g = 980.6199 gals.).
 NV0054
 NV0054.The modeled gravity was interpolated from observed gravity values.
 NV0054
 NV0054;                    North         East    Units  Estimated Accuracy
 NV0054;SPC ID C     -   103,640.      462,640.      MT  (+/- 180 meters Scaled)
 NV0054
 NV0054                          SUPERSEDED SURVEY CONTROL
 NV0054
 NV0054  NGVD 29 (??/??/92) 1095.870  (m)         3595.37   (f) ADJ UNCH    2 0
 NV0054
 NV0054.Superseded values are not recommended for survey control.
 NV0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0054.See file dsdata.txt to determine how the superseded data were derived.
 NV0054
 NV0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH087194(NAD 83)
 NV0054_MARKER: DR = REFERENCE MARK DISK
 NV0054_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NV0054_SP_SET: UNSPEC. ROCK
 NV0054_STAMPING: BRIDGE NO 1
 NV0054_MARK LOGO: CGS   
 NV0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0054
 NV0054  HISTORY     - Date     Condition        Report By
 NV0054  HISTORY     - 1946     MONUMENTED       CGS
 NV0054  HISTORY     - 1946     GOOD             NGS
 NV0054  HISTORY     - 1979     GOOD             NGS
 NV0054  HISTORY     - 1983     SEE DESCRIPTION  NGS
 NV0054  HISTORY     - 20051002 GOOD             GEOCAC
 NV0054
 NV0054                          STATION DESCRIPTION
 NV0054
 NV0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NV0054'3.2 MI N FROM TWIN FALLS.
 NV0054'ALONG U.S. HIGHWAY 93, 3.2 MILES NORTH OF THE INTERSECTION OF FIRST
 NV0054'AND MAIN STREETS IN TWIN FALLS, SET IN SOLID ROCK ON SOUTH RIM OF
 NV0054'SNAKE RIVER CANYON, 150 FEET WEST OF SOUTHWEST CORNER OF HIGHWAY
 NV0054'BRIDGE OVER SNAKE RIVER, 13 FEET SOUTH OF EDGE OF CANYON RIM, 4 FEET
 NV0054'NORTH OF WOVEN WIRE FENCE, 56 FEET EAST OF STATION MARK.
 NV0054
 NV0054                          STATION RECOVERY (1979)
 NV0054
 NV0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NV0054'REACHED FROM THE TWIN FALLS POST OFFICE BY GOING NORTH ON THIRD
 NV0054'STREET NORTH FOR 0.1 MILE TO SECOND STREET NORTH, TURN LEFT, AND GO
 NV0054'WEST ON SECOND STREET NORTH FOR 0.4 MILE TO THE JUNCTION WITH U.S.
 NV0054'HIGHWAY 93, TURN RIGHT, AND GO EAST, AND NORTH ON U.S. HIGHWAY 93 FOR
 NV0054'3.3 MILES TO THE ENTRANCE TO THE VIEW POINT ON THE LEFT, TURN LEFT,
 NV0054'AND GO NORTHWEST FOR 0.2 MILE TO THE VIEW POINT, AND MARK, 200 FEET
 NV0054'WEST OF THE HIGHWAY BRIDGE, 56.58 FEET EAST OF TRIANGULATION STATION
 NV0054'BRIDGE 1946, 11 FEET SOUTH OF THE VERTICAL CLIFF, AND 3 FEET NORTH OF
 NV0054'THE PARAPET.
 NV0054
 NV0054                          STATION RECOVERY (1983)
 NV0054
 NV0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0054'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  4.25 KM
 NV0054'(2.65 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 NV0054'HIGHWAY 74 AT TWIN FALLS, IN TOP OF AND 4.3 METERS (14 FT) SOUTH OF
 NV0054'THE NORTH EDGE OF THE SOUTH RIM ROCK OF THE SNAKE RIVER CANYON,
 NV0054'0.15 METER (0.1 MI) NORTHWEST OF MILEPOST 50, 62.5 METERS (205 FT)
 NV0054'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES, 56.9 METERS (186 FT)
 NV0054'NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTH ABUTMENT FOR THE STEEL
 NV0054'ARCH BRIDGE OVER THE CANYON, 46.3 METERS (152 FT) WEST OF BENCH MARK F
 NV0054'3409 IDGS, 33.8 METERS (111 FT) EAST OF RM 3, 17.2 METERS (56.5 FT)
 NV0054'EAST OF THE STATION AND 0.9 METER (3 FT) NORTH OF THE OVERLOOK ROCK
 NV0054'WALL.  NOTE-THE ROCK THAT THE DISK IS SET IN IS BREAKING AWAY FROM THE
 NV0054'CANYON WALL.  MARK WILL NOT BE LEVELED TO.
 NV0054'THE MARK IS 6.1 M BELOW THE HIGHWAY.
 NV0054
 NV0054                          STATION RECOVERY (2005)
 NV0054
 NV0054'RECOVERY NOTE BY GEOCACHING 2005
 NV0054'PICTURES ARE AVAILABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1252 ***********************************************************************
 NV1252  DESIGNATION -  BRIDGE RM 3
 NV1252  PID         -  NV1252
 NV1252  STATE/COUNTY-  ID/TWIN FALLS
 NV1252  USGS QUAD   -  TWIN FALLS (1992)
 NV1252
 NV1252                         *CURRENT SURVEY CONTROL
 NV1252  ___________________________________________________________________
 NV1252* NAD 83(1986)-  42 35 56.     (N)    114 27 18.     (W)     SCALED    
 NV1252* NAVD 88     -      1097.08   (meters)    3599.3    (feet)  RESET     
 NV1252  ___________________________________________________________________
 NV1252  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV1252
 NV1252  VERT ORDER  -  THIRD
 NV1252
 NV1252.The horizontal coordinates were scaled from a topographic map and have
 NV1252.an estimated accuracy of +/- 6 seconds.
 NV1252
 NV1252.The orthometric height was computed from unverified reset data.
 NV1252.No vertical observational check was made to the station.
 NV1252
 NV1252.The geoid height was determined by GEOID03.
 NV1252
 NV1252;                    North         East    Units  Estimated Accuracy
 NV1252;SPC ID C     -   103,640.      462,660.      MT  (+/- 180 meters Scaled)
 NV1252
 NV1252                          SUPERSEDED SURVEY CONTROL
 NV1252
 NV1252  NGVD 29 (03/27/06) 1096.20   (m)         3596.4    (f) RESET       3  
 NV1252
 NV1252.Superseded values are not recommended for survey control.
 NV1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1252.See file dsdata.txt to determine how the superseded data were derived.
 NV1252
 NV1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH087194(NAD 83)
 NV1252_MARKER: DR = REFERENCE MARK DISK
 NV1252_SETTING: 66 = SET IN ROCK OUTCROP
 NV1252_SP_SET: ROCK OUTCROP
 NV1252_STAMPING: BRIDGE 1946 NO 3 1978
 NV1252_MARK LOGO: CGS   
 NV1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1252+STABILITY: POSITION/ELEVATION WELL
 NV1252
 NV1252  HISTORY     - Date     Condition        Report By
 NV1252  HISTORY     - 1978     MONUMENTED       NGS
 NV1252  HISTORY     - 19790723 GOOD             NGS
 NV1252
 NV1252                          STATION DESCRIPTION
 NV1252
 NV1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NV1252'FROM THE TWIN FALLS POST OFFICE BY GOING NORTH ON THIRD STREET, NORTH
 NV1252'FOR 0.1 MILE (0.2 KM) TO SECOND STREET NORTH, TURN LEFT, AND GO WEST
 NV1252'ON SECOND STREET NORTH FOR 0.4 MILES (0.6 KM) TO THE JUNCTION WITH US
 NV1252'HIGHWAY 93, TURN RIGHT, AND GO EAST, AND NORTH ON US HIGHWAY 93 FOR
 NV1252'3.3 MILES (5.3 KM) TO THE ENTRANCE TO THE VIEW POINT ON THE LEFT,
 NV1252'TURN LEFT, AND GO NORTHWEST FOR 0.2 MILE (0.3 KM) TO THE VIEW POINT
 NV1252'AND MARK, 300 FEET (91.4 M) WEST OF 1946, 26 FEET (7.9 M) EAST OF THE
 NV1252'NORTH END OF A CORRUGATED CULVERT, 17 FEET (5.2 M) SOUTH OF THE
 NV1252'VERTICAL BLUFF, 13 FEET (4.0 M) NORTHEAST OF THE WEST END OF THE
 NV1252'PARAPET AND 5 FEET (1.5 M) NORTH OF THE PARAPET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0734 ***********************************************************************
 NV0734  DESIGNATION -  BRINK
 NV0734  PID         -  NV0734
 NV0734  STATE/COUNTY-  ID/ELMORE
 NV0734  USGS QUAD   -  INDIAN COVE (1992)
 NV0734
 NV0734                         *CURRENT SURVEY CONTROL
 NV0734  ___________________________________________________________________
 NV0734* NAD 83(1992)-  42 59 45.39218(N)    115 35 02.40174(W)     ADJUSTED  
 NV0734* NAVD 88     -       939.240  (meters)    3081.49   (feet)  ADJUSTED  
 NV0734  ___________________________________________________________________
 NV0734  X           -  -2,017,932.248 (meters)                     COMP
 NV0734  Y           -  -4,214,769.483 (meters)                     COMP
 NV0734  Z           -   4,327,801.823 (meters)                     COMP
 NV0734  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 NV0734  ELLIP HEIGHT-         923.47  (meters)          (06/11/98) GPS OBS
 NV0734  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 NV0734  DYNAMIC HT  -         938.842 (meters)    3080.18  (feet)  COMP
 NV0734  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 NV0734
 NV0734  HORZ ORDER  -  SECOND
 NV0734  VERT ORDER  -  FIRST     CLASS II
 NV0734  ELLP ORDER  -  FOURTH    CLASS I
 NV0734
 NV0734.The horizontal coordinates were established by classical geodetic methods
 NV0734.and adjusted by the National Geodetic Survey in July 1992..
 NV0734
 NV0734.The orthometric height was determined by differential leveling
 NV0734.and adjusted by the National Geodetic Survey in June 1991..
 NV0734
 NV0734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NV0734
 NV0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0734
 NV0734.The ellipsoidal height was determined by GPS observations
 NV0734.and is referenced to NAD 83.
 NV0734
 NV0734.The geoid height was determined by GEOID03.
 NV0734
 NV0734.The dynamic height is computed by dividing the NAVD 88
 NV0734.geopotential number by the normal gravity value computed on the
 NV0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0734.degrees latitude (g = 980.6199 gals.).
 NV0734
 NV0734.The modeled gravity was interpolated from observed gravity values.
 NV0734
 NV0734;                    North         East     Units Scale Factor Converg.
 NV0734;SPC ID W     -   147,659.098   813,535.751   MT  0.99993559   +0 06 47.5
 NV0734;UTM  11      - 4,761,336.948   615,424.224   MT  0.99976390   +0 57 56.7
 NV0734
 NV0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0734!SPC ID W     -   0.99985520  x   0.99993559  =   0.99979080
 NV0734!UTM  11      -   0.99985520  x   0.99976390  =   0.99961913
 NV0734
 NV0734:                Primary Azimuth Mark                     Grid Az
 NV0734:SPC ID W     -  STUMP                                    134 02 42.8
 NV0734:UTM  11      -  STUMP                                    133 11 33.6
 NV0734
 NV0734|---------------------------------------------------------------------|
 NV0734| PID    Reference Object                     Distance      Geod. Az  |
 NV0734|                                                           dddmmss.s |
 NV0734| NV1186 STUMP                               APPROX. 5.3 KM 1340930.3 |
 NV0734| NV0736 BRINK RM 1                           21.784 METERS 14715     |
 NV0734| NV0735 BRINK RM 2                           20.800 METERS 24124     |
 NV0734|---------------------------------------------------------------------|
 NV0734
 NV0734                          SUPERSEDED SURVEY CONTROL
 NV0734
 NV0734  NAD 83(1986)-  42 59 45.39280(N)    115 35 02.39706(W) AD(       ) 2
 NV0734  NAD 27      -  42 59 45.76470(N)    115 34 59.11110(W) AD(       ) 2
 NV0734  NGVD 29 (??/??/92)  938.386  (m)         3078.69   (f) ADJ UNCH    1 2
 NV0734
 NV0734.Superseded values are not recommended for survey control.
 NV0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0734.See file dsdata.txt to determine how the superseded data were derived.
 NV0734
 NV0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1542461337(NAD 83)
 NV0734_MARKER: DS = TRIANGULATION STATION DISK
 NV0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0734_SP_SET: CONCRETE POST
 NV0734_STAMPING: BRINK 1959
 NV0734_MARK LOGO: CGS   
 NV0734_PROJECTION: FLUSH
 NV0734_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0734+STABILITY: SURFACE MOTION
 NV0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0734+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1990
 NV0734
 NV0734  HISTORY     - Date     Condition        Report By
 NV0734  HISTORY     - 1959     MONUMENTED       CGS
 NV0734  HISTORY     - 1960     GOOD             NGS
 NV0734  HISTORY     - 1983     GOOD             NGS
 NV0734  HISTORY     - 19880519 GOOD             NGS
 NV0734  HISTORY     - 19900725 GOOD
 NV0734
 NV0734                          STATION DESCRIPTION
 NV0734
 NV0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0734'THE STATION IS ABOUT 11 MILES SOUTHEAST ALONG U.S. HIGHWAY
 NV0734'30 FROM MOUNTAIN HOME AND 1 MILE SOUTH-SOUTHEAST OF A GROUP
 NV0734'OF RAILROAD BUILDINGS.  ON THE SOUTHWEST SIDE OF THE HIGHWAY,
 NV0734'60 YARDS SOUTH-SOUTHEAST OF HIGHWAY SIGN HAMMETT 7 - GLENNS
 NV0734'FERRY 16 - TWIN FALLS 84.
 NV0734'
 NV0734'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 51 AND U.S.
 NV0734'HIGHWAY 30 AT THE SOUTHEAST SIDE OF MOUNTAIN HOME, GO SOUTHEAST
 NV0734'ON U.S. HIGHWAY 30 FOR 9.0 MILES TO A ROAD JUNCTION LEADING
 NV0734'LEFT, EAST, TO RAILROAD BUILDINGS.  CONTINUE SOUTHEAST FOR
 NV0734'1.3 MILES TO A SLIGHT CURVE IN THE HIGHWAY AND THE STATION
 NV0734'ON THE RIGHT, SOUTHWEST SIDE OF THE HIGHWAY.
 NV0734'
 NV0734'THE SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 NV0734'DISKS SET IN CONCRETE POSTS PROJECTING 2 INCHES.
 NV0734'
 NV0734'THE STATION MARK, STAMPED BRINK 1959, IS 55 FEET SOUTHWEST
 NV0734'OF THE CENTER LINE OF THE EAST BOUND LANE OF THE HIGHWAY
 NV0734'AND 3-1/2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 NV0734'
 NV0734'REFERENCE MARK 1, STAMPED BRINK NO 1 1959, IS 56 FEET SOUTHWEST
 NV0734'OF THE CENTER LINE OF THE EAST BOUND LANE OF THE HIGHWAY.
 NV0734'
 NV0734'REFERENCE MARK 2, STAMPED BRINK NO 2 1959, IS IN A SMALL
 NV0734'CLEARING IN THE SAGE-BRUSH, ABOUT THE SAME ELEVATION AS THE STATION.
 NV0734'
 NV0734'A BUREAU OF RECLAMATION BENCH MARK DISK STAMPED PILOT 1956,
 NV0734'WAS USED FOR THE AZIMUTH MARK.  IT IS A BRONZE 2 1/2-INCH
 NV0734'CAP RIVETED TO A 2-INCH GALVANIZED IRON PIPE SET IN CONCRETE
 NV0734'AND PROJECTS 1 FOOT.  IT IS ON THE SUMMIT OF THE SAGE-COVERED
 NV0734'HILL AND A DIM TRACK ROAD LEADS SOUTH-SOUTHWEST (1/2 MILE)
 NV0734'FROM STATION BRINK TO THE MARK.
 NV0734
 NV0734                          STATION RECOVERY (1960)
 NV0734
 NV0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NV0734'10.3 MI SE FROM MOUNTAIN HOME.
 NV0734'ABOUT 10.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 NV0734'STATE HIGHWAY 51 AT MOUNTAIN HOME, AT A SLIGHT CURVE IN THE HIGHWAY,
 NV0734'55 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 71.5 FEET
 NV0734'NORTH-NORTHWEST OF REFERENCE MARK NO. 1, 68.2 FEET EAST-NORTHEAST OF
 NV0734'REFERENCE MARK NO. 2, 3.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT 3
 NV0734'FEET HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 NV0734'PROJECTING 0.2 FOOT.  NOTE-- THIS MARK IS ABOUT 10.8 MILES SOUTHEAST
 NV0734'ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT MOUNTAIN HOME,
 NV0734'THENCE 0.3 MILE SOUTH ACROSS COUNTRY.
 NV0734
 NV0734                          STATION RECOVERY (1983)
 NV0734
 NV0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0734'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.7 KM
 NV0734'(7.3 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE
 NV0734'JUNCTION OF STATE HIGHWAY 78 AT HAMMETT, AT THE TOP OF A GRADE, 16.7
 NV0734'METERS (55 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 48.6 METERS (159.5
 NV0734'FT) SOUTHEAST OF HAMMETT 7 MILES, GLENNS FERRY 16 MILES AND TWIN FALLS
 NV0734'84 MILES SIGN, 21.8 METERS (71.5 FT) NORTHWEST OF RM 1 AND 20.8 METERS
 NV0734'(68.5 FT) NORTHEAST OF RM 2.
 NV0734'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 NV0734'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 NV0734
 NV0734                          STATION RECOVERY (1988)
 NV0734
 NV0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NV0734'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NV0734'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 NV0734'STATION IS LOCATED ABOUT 15.0 KM (9.3 MI) SOUTHEAST OF MOUNTAIN HOME
 NV0734'AND ON A WIDE STRIP OF LAND BETWEEN THE HIGHWAY AND THE RIGHT-OF-WAY
 NV0734'FENCE.
 NV0734'REACHED FROM THE JUNCTION OF BUSINESS LOOP 84 (OLD US HIGHWAY 30) AND
 NV0734'STATE HIGHWAYS 51 AND 67 AT THE SOUTH EDGE OF MOUNTAIN HOME SOUTH OF
 NV0734'THE RAILROAD OVERPASS).  GO SOUTHEAST ON BUSINESS LOOP 84 (OLD US
 NV0734'HIGHWAY 30) FOR 4.22 KM (2.62 MI) TO A SIDE ROAD ON THE LEFT AND A
 NV0734'JUNK YARD.  TURN LEFT AND GO SOUTHEASTERLY ON OLD US HIGHWAY 30 FOR
 NV0734'0.82 KM (0.51 MI) TO A HIGHWAY OVERPASS, CONTINUE AHEAD SOUTHEASTERLY
 NV0734'ON OLD US HIGHWAY 30 FOR 9.12 KM (5.67 MI) TO FIVE METAL SILOS ON THE
 NV0734'LEFT, CONTINUE AHEAD SOUTHEASTERLY ON OLD US HIGHWAY 30 FOR 0.98 KM
 NV0734'(0.61 MI) TO A SLANTED DIRT CROSSROADS, CONTINUE AHEAD SOUTHEASTERLY
 NV0734'ON THE HIGHWAY FOR 2.05 KM (1.27 MI) TO THE STATION ON THE RIGHT JUST
 NV0734'PAST A MILEAGE SIGN AND THE START OF A SLIGHT CURVE.
 NV0734'MARK IS PROJECTING 0.09 M (0.30 FT) ABOVE THE GROUND SURFACE AND ABOUT
 NV0734'0.8 M (2.6 FT) ABOVE THE HIGHWAY.  LOCATED 22.0 M (72.2 FT) SOUTHWEST
 NV0734'FROM THE CENTERLINE OF THE HIGHWAY, 14.0 M (45.9 FT) NORTHEAST FROM A
 NV0734'LONE BRACED WOODEN FENCE POST IN THE RIGHT-OF-WAY FENCE, 21.78 M
 NV0734'(71.46 FT) NORTH-NORTHEAST FROM REFERENCE MARK 1, 20.80 M (68.24 FT)
 NV0734'NORTHWEST FROM REFERENCE MARK 2, 0.9 M (3.0 FT) SOUTHEAST FROM A METAL
 NV0734'WITNESS POST AND 0.8 M (2.6 FT) NORTHWEST FROM A FIBERGLASS WITNESS
 NV0734'POST.
 NV0734'IDAHO FAA GPS SURVEY, 1990
 NV0734
 NV0734                          STATION RECOVERY (1990)
 NV0734
 NV0734'RECOVERED 1990
 NV0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0736 ***********************************************************************
 NV0736  DESIGNATION -  BRINK RM 1
 NV0736  PID         -  NV0736
 NV0736  STATE/COUNTY-  ID/ELMORE
 NV0736  USGS QUAD   -  INDIAN COVE (1992)
 NV0736
 NV0736                         *CURRENT SURVEY CONTROL
 NV0736  ___________________________________________________________________
 NV0736* NAD 83(1986)-  42 59 45.     (N)    115 35 02.     (W)     SCALED    
 NV0736* NAVD 88     -       939.028  (meters)    3080.79   (feet)  POSTED    
 NV0736  ___________________________________________________________________
 NV0736  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 NV0736  DYNAMIC HT  -         938.630 (meters)    3079.49  (feet)  COMP
 NV0736  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 NV0736
 NV0736  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NV0736
 NV0736.The horizontal coordinates were scaled from a topographic map and have
 NV0736.an estimated accuracy of +/- 6 seconds.
 NV0736
 NV0736.The orthometric height was determined by differential leveling
 NV0736.and adjusted by the National Geodetic Survey in 1992..
 NV0736.No vertical observational check was made to the station.
 NV0736.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NV0736.was located on a no-check spur therefore a value was not computed.
 NV0736
 NV0736.The geoid height was determined by GEOID03.
 NV0736
 NV0736.The dynamic height is computed by dividing the NAVD 88
 NV0736.geopotential number by the normal gravity value computed on the
 NV0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0736.degrees latitude (g = 980.6199 gals.).
 NV0736
 NV0736.The modeled gravity was interpolated from observed gravity values.
 NV0736
 NV0736;                    North         East    Units  Estimated Accuracy
 NV0736;SPC ID W     -   147,650.      813,550.      MT  (+/- 180 meters Scaled)
 NV0736
 NV0736                          SUPERSEDED SURVEY CONTROL
 NV0736
 NV0736  NGVD 29 (??/??/92)  938.175  (m)         3078.00   (f) ADJ UNCH    1 2
 NV0736
 NV0736.Superseded values are not recommended for survey control.
 NV0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0736.See file dsdata.txt to determine how the superseded data were derived.
 NV0736
 NV0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH154613(NAD 83)
 NV0736_MARKER: DR = REFERENCE MARK DISK
 NV0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0736_SP_SET: CONCRETE POST
 NV0736_STAMPING: BRINK NO 1 1959
 NV0736_MARK LOGO: CGS   
 NV0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0736+STABILITY: SURFACE MOTION
 NV0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0736+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1988
 NV0736
 NV0736  HISTORY     - Date     Condition        Report By
 NV0736  HISTORY     - 1959     MONUMENTED       CGS
 NV0736  HISTORY     - 1960     GOOD             NGS
 NV0736  HISTORY     - 19880519 GOOD             NGS
 NV0736
 NV0736                          STATION DESCRIPTION
 NV0736
 NV0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NV0736'10.3 MI SE FROM MOUNTAIN HOME.
 NV0736'ABOUT 10.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 NV0736'STATE HIGHWAY 51 AT MOUNTAIN HOME, INSIDE A SLIGHT CURVE IN THE
 NV0736'HIGHWAY, 56 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3
 NV0736'FEET HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 NV0736'PROJECTING 0.1 FOOT.
 NV0736
 NV0736                          STATION RECOVERY (1988)
 NV0736
 NV0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NV0736'MARK IS LOCATED ABOUT 15.0 KM (9.3 MI) SOUTHEAST OF MOUNTAIN HOME AND
 NV0736'ON A WIDE STRIP OF LAND BETWEEN THE HIGHWAY AND THE RIGHT-OF-WAY
 NV0736'FENCE.
 NV0736'REACHED FROM THE JUNCTION OF BUSINESS LOOP 84 (OLD US HIGHWAY 30) AND
 NV0736'STATE HIGHWAYS 51 AND 67 AT THE SOUTH EDGE OF MOUNTAIN HOMESOUTH OF
 NV0736'THE RAILROAD OVERPASS).  GO SOUTHEAST ON BUSINESS LOOP 84 (OLD US
 NV0736'HIGHWAY 30) FOR 4.22 KM (2.62 MI) TO A SIDE ROAD ON THE LEFT AND A
 NV0736'JUNK YARD.  TURN LEFT AND GO SOUTHEASTERLY ON OLD US HIGHWAY 30 FOR
 NV0736'0.82 KM (0.51 MI) TO A HIGHWAY OVERPASS, CONTINUE AHEAD SOUTHEASTERLY
 NV0736'ON OLD US HIGHWAY 30 FOR 9.12 KM (5.67 MI) TO FIVE METAL SILOS ON THE
 NV0736'LEFT, CONTINUE AHEAD SOUTHEASTERLY ON OLD US HIGHWAY 30 FOR 0.98 KM
 NV0736'(0.61 MI) TO A SLANTED DIRT CROSSROADS, CONTINUE AHEAD SOUTHEASTERLY
 NV0736'ON THE HIGHWAY FOR 2.05 KM (1.27 MI) TO THE MARK ON THE RIGHT JUST
 NV0736'PAST A MILEAGE SIGN AND THE START OF A SLIGHT CURVE.
 NV0736'MARK IS PROJECTING 0.09 M (0.30 FT) ABOVE THE GROUND SURFACE AND ABOUT
 NV0736'0.8 M (2.6 FT) ABOVE THE HIGHWAY.  LOCATED 17.1 M (56.1 FT) SOUTHWEST
 NV0736'FROM THE HIGHWAY CENTERLINE AND 21.78 M (71.46 FT) SOUTH-SOUTHEAST
 NV0736'FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0735 ***********************************************************************
 NV0735  DESIGNATION -  BRINK RM 2
 NV0735  PID         -  NV0735
 NV0735  STATE/COUNTY-  ID/ELMORE
 NV0735  USGS QUAD   -  INDIAN COVE (1992)
 NV0735
 NV0735                         *CURRENT SURVEY CONTROL
 NV0735  ___________________________________________________________________
 NV0735* NAD 83(1986)-  42 59 45.     (N)    115 35 02.     (W)     SCALED    
 NV0735* NAVD 88     -       938.975  (meters)    3080.62   (feet)  POSTED    
 NV0735  ___________________________________________________________________
 NV0735  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 NV0735  DYNAMIC HT  -         938.580 (meters)    3079.32  (feet)  COMP
 NV0735  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 NV0735
 NV0735  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NV0735
 NV0735.The horizontal coordinates were scaled from a topographic map and have
 NV0735.an estimated accuracy of +/- 6 seconds.
 NV0735
 NV0735.The orthometric height was determined by differential leveling
 NV0735.and adjusted by the National Geodetic Survey in 1992..
 NV0735.No vertical observational check was made to the station.
 NV0735.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NV0735.was located on a no-check spur therefore a value was not computed.
 NV0735
 NV0735.The geoid height was determined by GEOID03.
 NV0735
 NV0735.The dynamic height is computed by dividing the NAVD 88
 NV0735.geopotential number by the normal gravity value computed on the
 NV0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0735.degrees latitude (g = 980.6199 gals.).
 NV0735
 NV0735.The modeled gravity was interpolated from observed gravity values.
 NV0735
 NV0735;                    North         East    Units  Estimated Accuracy
 NV0735;SPC ID W     -   147,650.      813,550.      MT  (+/- 180 meters Scaled)
 NV0735
 NV0735                          SUPERSEDED SURVEY CONTROL
 NV0735
 NV0735  NGVD 29 (??/??/92)  938.122  (m)         3077.82   (f) ADJ UNCH    1 2
 NV0735
 NV0735.Superseded values are not recommended for survey control.
 NV0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0735.See file dsdata.txt to determine how the superseded data were derived.
 NV0735
 NV0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH154613(NAD 83)
 NV0735_MARKER: DR = REFERENCE MARK DISK
 NV0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0735_SP_SET: CONCRETE POST
 NV0735_STAMPING: BRINK NO 2 1959
 NV0735_MARK LOGO: CGS   
 NV0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0735+STABILITY: SURFACE MOTION
 NV0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0735+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1988
 NV0735
 NV0735  HISTORY     - Date     Condition        Report By
 NV0735  HISTORY     - 1959     MONUMENTED       CGS
 NV0735  HISTORY     - 1960     GOOD             NGS
 NV0735  HISTORY     - 19880519 GOOD             NGS
 NV0735
 NV0735                          STATION DESCRIPTION
 NV0735
 NV0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NV0735'10.3 MI SE FROM MOUNTAIN HOME.
 NV0735'ABOUT 10.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 NV0735'STATE HIGHWAY 51 AT MOUNTAIN HOME, AT A SLIGHT CURVE IN THE HIGHWAY,
 NV0735'123 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET
 NV0735'HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING
 NV0735'0.1 FOOT.
 NV0735
 NV0735                          STATION RECOVERY (1988)
 NV0735
 NV0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NV0735'MARK IS LOCATED ABOUT 15.0 KM (9.3 MI) SOUTHEAST OF MOUNTAIN HOME AND
 NV0735'ON A WIDE STRIP OF LAND BETWEEN THE HIGHWAY AND THE RIGHT-OF-WAY
 NV0735'FENCE.
 NV0735'REACHED FROM THE JUNCTION OF BUSINESS LOOP 84 (OLD US HIGHWAY 30) AND
 NV0735'STATE HIGHWAYS 51 AND 67 AT THE SOUTH EDGE OF MOUNTAIN HOMESOUTH OF
 NV0735'THE RAILROAD OVERPASS).  GO SOUTHEAST ON BUSINESS LOOP 84 (OLD US
 NV0735'HIGHWAY 30) FOR 4.22 KM (2.62 MI) TO A SIDE ROAD ON THE LEFT AND A
 NV0735'JUNK YARD.  TURN LEFT AND GO SOUTHEASTERLY ON OLD US HIGHWAY 30 FOR
 NV0735'0.82 KM (0.51 MI) TO A HIGHWAY OVERPASS, CONTINUE AHEAD SOUTHEASTERLY
 NV0735'ON OLD US HIGHWAY 30 FOR 9.12 KM (5.67 MI) TO FIVE METAL SILOS ON THE
 NV0735'LEFT, CONTINUE AHEAD SOUTHEASTERLY ON OLD US HIGHWAY 30 FOR 0.98 KM
 NV0735'(0.61 MI) TO A SLANTED DIRT CROSSROADS, CONTINUE AHEAD SOUTHEASTERLY
 NV0735'ON THE HIGHWAY FOR 2.05 KM (1.27 MI) TO THE MARK ON THE RIGHT JUST
 NV0735'PAST A MILEAGE SIGN AND THE START OF A SLIGHT CURVE.
 NV0735'MARK IS PROJECTING 0.09 M (0.30 FT) ABOVE THE GROUND SURFACE AND ABOUT
 NV0735'0.8 M (2.6 FT) ABOVE THE HIGHWAY.  LOCATED 38.4 M (126.0 FT)
 NV0735'SOUTHWEST FROM THE HIGHWAY CENTERLINE AND 20.8 M (68.2 FT)
 NV0735'WEST-SOUTHWEST FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0688 ***********************************************************************
 OX0688  DESIGNATION -  BROCK
 OX0688  PID         -  OX0688
 OX0688  STATE/COUNTY-  ID/BONNEVILLE
 OX0688  USGS QUAD   -  HERMAN (1966)
 OX0688
 OX0688                         *CURRENT SURVEY CONTROL
 OX0688  ___________________________________________________________________
 OX0688* NAD 83(1992)-  43 13 54.31151(N)    111 24 47.11931(W)     ADJUSTED  
 OX0688* NAVD 88     -      2252.6    (meters)    7390.     (feet)  VERTCON   
 OX0688  ___________________________________________________________________
 OX0688  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 OX0688  GEOID HEIGHT-         -10.61  (meters)                     GEOID03
 OX0688
 OX0688  HORZ ORDER  -  THIRD
 OX0688
 OX0688.The horizontal coordinates were established by classical geodetic methods
 OX0688.and adjusted by the National Geodetic Survey in July 1992..
 OX0688
 OX0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0688
 OX0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0688
 OX0688.The geoid height was determined by GEOID03.
 OX0688
 OX0688;                    North         East     Units Scale Factor Converg.
 OX0688;SPC ID E     -   174,119.559   261,212.922   MT  0.99999344   +0 30 58.2
 OX0688;UTM  12      - 4,786,633.942   466,456.624   MT  0.99961384   -0 16 58.6
 OX0688
 OX0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0688!SPC ID E     -   0.99964854  x   0.99999344  =   0.99964198
 OX0688!UTM  12      -   0.99964854  x   0.99961384  =   0.99926251
 OX0688
 OX0688:                Primary Azimuth Mark                     Grid Az
 OX0688:SPC ID E     -  FLAG                                     314 03 46.5
 OX0688:UTM  12      -  FLAG                                     314 51 43.3
 OX0688
 OX0688|---------------------------------------------------------------------|
 OX0688| PID    Reference Object                     Distance      Geod. Az  |
 OX0688|                                                           dddmmss.s |
 OX0688| OX0692 FLAG                                APPROX. 8.0 KM 3143444.7 |
 OX0688|---------------------------------------------------------------------|
 OX0688
 OX0688                          SUPERSEDED SURVEY CONTROL
 OX0688
 OX0688  NAD 83(1986)-  43 13 54.30288(N)    111 24 47.10827(W) AD(       ) 3
 OX0688  NAD 27      -  43 13 54.59770(N)    111 24 44.29017(W) AD(       ) 3
 OX0688  NGVD 29 (07/19/86) 2251.3    (m)         7386.     (f) VERT ANG       
 OX0688
 OX0688.Superseded values are not recommended for survey control.
 OX0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0688.See file dsdata.txt to determine how the superseded data were derived.
 OX0688
 OX0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN6645786634(NAD 83)
 OX0688_MARKER: DD = SURVEY DISK
 OX0688_SETTING: 0 = UNSPECIFIED SETTING
 OX0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0688
 OX0688  HISTORY     - Date     Condition        Report By
 OX0688  HISTORY     - 1966     MONUMENTED       USGS
 OX0688
 OX0688                          STATION DESCRIPTION
 OX0688
 OX0688'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0688'LOCATED ABOUT 20 MI. SSE. OF BONE, 13.5 MI. SW. OF PALISADES DAM,
 OX0688'6.5 MI. N. OF HERMAN.
 OX0688'
 OX0688'TO REACH FROM SWAN VALLEY POST OFFICE, GO W. 2.3 MI. TO SWAN VALLEY
 OX0688'BRIDGE, GO LEFT (E.) 1 MI. TO FALL CREEK RD., GO RIGHT (S.) 13.3 MI.
 OX0688'TO SKYLINE RD., GO LEFT (E.) 14.9 MI. TO GRAVEL RD. LEFT (E.) AT
 OX0688'SECOND --BEAR CREEK-- SIGN, GO 1 MI. TO RD. FORK, GO LEFT (N.)
 OX0688'0.8 MI. TO SMALL TOP ON RIDGE AND STATION MARK.
 OX0688'
 OX0688'STATION MARK--STANDARD ALUMINUM TABLET STAMPED ---BROCK 1966---
 OX0688'CEMENTED IN ROCK BURIED IN GROUND.
 OX0688'
 OX0688'REFERENCE MARK NO. 1--1/4-IN. BOLT DRIVEN INTO 7-IN. FIR TREE,
 OX0688'3.4 FT. ABOVE GROUND, 83.1 FT. FROM STATION MARK, N 33 DEG 04 MIN W.
 OX0688'
 OX0688'REFERENCE MARK NO. 2--1/4-IN. BOLT DRIVE INTO A 5-IN. FIR TREE, 4.4
 OX0688'FT. ABOVE GROUND, 75.2 FT. FROM STATION MARK, N 22 DEG 35 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1035 ***********************************************************************
 NV1035  DESIGNATION -  BROOM RESET
 NV1035  PID         -  NV1035
 NV1035  STATE/COUNTY-  ID/CASSIA
 NV1035  USGS QUAD   -  MILNER BUTTE (1992)
 NV1035
 NV1035                         *CURRENT SURVEY CONTROL
 NV1035  ___________________________________________________________________
 NV1035* NAD 83(1992)-  42 27 27.00431(N)    114 01 08.97928(W)     ADJUSTED  
 NV1035* NAVD 88     -      1410.8    (meters)    4629.     (feet)  VERTCON   
 NV1035  ___________________________________________________________________
 NV1035  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 NV1035  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 NV1035
 NV1035  HORZ ORDER  -  SECOND
 NV1035
 NV1035.The horizontal coordinates were established by classical geodetic methods
 NV1035.and adjusted by the National Geodetic Survey in July 1992..
 NV1035
 NV1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1035
 NV1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1035
 NV1035.The geoid height was determined by GEOID03.
 NV1035
 NV1035;                    North         East     Units Scale Factor Converg.
 NV1035;SPC ID C     -    87,837.098   498,424.009   MT  0.99994740   -0 00 46.6
 NV1035;UTM  11      - 4,704,880.015   745,099.792   MT  1.00033919   +2 00 47.5
 NV1035;UTM  12      - 4,704,991.500   251,748.932   MT  1.00035832   -2 02 20.8
 NV1035
 NV1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1035!SPC ID C     -   0.99978111  x   0.99994740  =   0.99972852
 NV1035!UTM  11      -   0.99978111  x   1.00033919  =   1.00012022
 NV1035!UTM  12      -   0.99978111  x   1.00035832  =   1.00013935
 NV1035
 NV1035|---------------------------------------------------------------------|
 NV1035| PID    Reference Object                     Distance      Geod. Az  |
 NV1035|                                                           dddmmss.s |
 NV1035| CD4333 BROOM RM 3                           12.470 METERS 00234     |
 NV1035| CD4331 BROOM RM 1                           15.017 METERS 04609     |
 NV1035| NU1756 PAUL MUNICIPAL TANK                 APPROX.25.9 KM 0493742.5 |
 NV1035| NU1744 RUPERT MUNICIPAL TANK               APPROX.33.5 KM 0574222.5 |
 NV1035| CD4332 BROOM RM 2                           16.624 METERS 13743     |
 NV1035| CD4329 BROOM AZ MK                                        2970255.2 |
 NV1035| CD4330 BROOM AZ MK 2                                      2970718.1 |
 NV1035|---------------------------------------------------------------------|
 NV1035
 NV1035                          SUPERSEDED SURVEY CONTROL
 NV1035
 NV1035  NAD 83(1986)-  42 27 27.00378(N)    114 01 08.97634(W) AD(       ) 2
 NV1035  NAD 27      -  42 27 27.32400(N)    114 01 05.86600(W) AD(       ) 2
 NV1035  NGVD 29 (07/19/86) 1409.8    (m)         4625.     (f) VERT ANG       
 NV1035
 NV1035.Superseded values are not recommended for survey control.
 NV1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1035.See file dsdata.txt to determine how the superseded data were derived.
 NV1035
 NV1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH4510004880(NAD 83)
 NV1035_MARKER: DS = TRIANGULATION STATION DISK
 NV1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1035_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NV1035_STAMPING: BROOM 1950 1982
 NV1035_MARK LOGO: NGS   
 NV1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1035+STABILITY: SURFACE MOTION
 NV1035
 NV1035  HISTORY     - Date     Condition        Report By
 NV1035  HISTORY     - 1982     MONUMENTED       NGS
 NV1035
 NV1035                          STATION DESCRIPTION
 NV1035
 NV1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NV1035'THE AZIMUTH MARK, REFEREENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 NV1035'CONDITION.  THE SURFACE MARK TOP HAD BEEN BROKEN OFF.  IT WAS RESET AT
 NV1035'THIS TIME.  THE DISTANCES TO THE RMS CHECK FAVORABLY WITH 1968 DATA.
 NV1035'THE STATION IS LOCATED ABOUT 21 KM (13.05 MI) SW OF BURLEY, 13 KM
 NV1035'(8.05 MI) ESE OF MURTAUGH ON THE TOP OF A SAGEBRUSH COVERED HILL THAT
 NV1035'IS OWNED BY THE BLM.
 NV1035' 
 NV1035'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 27 AND US
 NV1035'HIGHWAY 30 IN BURLEY GO W ON US HIGHWAY 30.  FOR 22.4 KM (13.90 MI)
 NV1035'PASSING MILNER ROAD ON THE RIGHT AT 21.4 KM (13.30 MI) TURN SHARP LEFT
 NV1035'ONTO A GRAVEL ROAD AND GO 0.7 KM (0.45 MI) TO A GATE ON THE RIGHT,
 NV1035'TURN RIGHT THRU GATE AND GO S ON A DIRT TRACK ROAD 0.8 KM (0.50 MI) TO
 NV1035'A GATE, PASS THRU GATE AND CONTINUE UP HILL 1.1 KM (0.70 MI) TO
 NV1035'ANOTHER GATE, PASS THRU GATE AND CONTINUE UP HILL 0.5 KM (0.30 MI) TO
 NV1035'THE TOP OF HILL AND STATION ON THE LEFT.
 NV1035' 
 NV1035'THE STATION IS A STANDARD NGS DISK STAMPED---BROOM 1950 1982---, SET
 NV1035'INTO THE TOP OF A SQUARE CONCRETE MONUMENT (30 CM) IN DIAMETER, FLUSH
 NV1035'WITH GROUND.  THE STATION IS LOCATED 10.0 METERS (32.8 FT) N FROM THE
 NV1035'CENTERLINE OF A TRACK ROAD, 9.0 METERS (29.5 FT) NW FROM A BEND IN THE
 NV1035'SAGE BRUSH CLEARING, 0.3 METERS (1.0 FT) NW FROM A WITNESS POST.
 NV1035' 
 NV1035'REFERENCE MARK NO 1, IS A STANDARD USCGS DISK STAMPED---BROOM 1950 NO
 NV1035'1---, SET INTO PARTIALLY EXPOSED BOULDER OF 0.4 METERS (1.3 FT)
 NV1035'LARGEST DIMENSION.  THE STATION IS LOCATED 14.3 METERS (46.9 FT) NW
 NV1035'FROM THE CENTERLINE OF A TRACK ROAD, 13.5 METERS (44.3 FT) N FROM A
 NV1035'BEND IN THE SAGE BRUSH CLEARING, 15.3 METERS (50.2 FT) NE FROM A METAL
 NV1035'WITNESS POST AND 0.1 METERS (0.3 FT) HIGHER THAN THE STATION.
 NV1035' 
 NV1035'REFERENCE MARK NO 3, IS A STANDARD USCGS DISK STAMPED---BROOM 1950 NO
 NV1035'3 1968---, SET INTO PARTIALLY EXPOSED BOULDER OF 0.5 METERS (1.6 FT)
 NV1035'LARGEST DIMENSION.  THE STATION IS LOCATED 17.5 METERS (57.4 FT) NW
 NV1035'FROM A BEND IN THE CLEARING OF SAGE BRUSH, 13.0 METERS (42.7 FT) N
 NV1035'FROM A METAL WITNESS POST AND 0.1 METERS (0.3 FT) HIGHER THAN THE
 NV1035'STATION.
 NV1035' 
 NV1035'AZIMUTH MARK NO 2, IS A STANDARD USCGS DISK STAMPED---BROOM 1950
 NV1035'1968---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN
 NV1035'DIAMETER, PROJECTING 10 CM, ABOVE THE GROUND.  THE STATION IS LOCATED
 NV1035'81 METERS (265.7 FT) E FROM MILE POST 242, 19.1 METERS (62.7 FT) S
 NV1035'FROM A POWER POLE, 10.5 METERS (34.4 FT) S FROM THE CENTRELINE OF A
 NV1035'PAVED ROAD, 0.5 METERS (1.6 FT) E FROM A METAL WITNESS POST.  TO REACH
 NV1035'THE AZIMUTH MARK FROM THE GATE ENTERING THE FIELD GO W ON GRAVEL ROAD
 NV1035'0.7 KM (0.45 MI) TO A PAVED ROAD THEN CONTINUE W FOR 2.22 KM (1.35 MI)
 NV1035'TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1027 ***********************************************************************
 TO1027  DESIGNATION -  BROTEN
 TO1027  PID         -  TO1027
 TO1027  STATE/COUNTY-  ID/BONNER
 TO1027  USGS QUAD   -  ODEN BAY (1996)
 TO1027
 TO1027                         *CURRENT SURVEY CONTROL
 TO1027  ___________________________________________________________________
 TO1027* NAD 83(1992)-  48 15 25.41456(N)    116 28 02.06676(W)     ADJUSTED  
 TO1027* NAVD 88     -       626.     (meters)    2054.     (feet)  SCALED    
 TO1027  ___________________________________________________________________
 TO1027  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 TO1027  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TO1027
 TO1027  HORZ ORDER  -  THIRD
 TO1027
 TO1027.The horizontal coordinates were established by classical geodetic methods
 TO1027.and adjusted by the National Geodetic Survey in July 1992..
 TO1027
 TO1027.The orthometric height was scaled from a topographic map.
 TO1027
 TO1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1027
 TO1027.The geoid height was determined by GEOID03.
 TO1027
 TO1027;                    North         East     Units Scale Factor Converg.
 TO1027;SPC ID W     -   732,597.133   746,745.802   MT  0.99996817   -0 32 06.6
 TO1027;UTM  11      - 5,345,009.150   539,543.549   MT  0.99961921   +0 23 51.1
 TO1027
 TO1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1027!SPC ID W     -   0.99990455  x   0.99996817  =   0.99987273
 TO1027!UTM  11      -   0.99990455  x   0.99961921  =   0.99952380
 TO1027
 TO1027:                Primary Azimuth Mark                     Grid Az
 TO1027:SPC ID W     -  TENAI                                    345 28 14.2
 TO1027:UTM  11      -  TENAI                                    344 32 16.5
 TO1027
 TO1027|---------------------------------------------------------------------|
 TO1027| PID    Reference Object                     Distance      Geod. Az  |
 TO1027|                                                           dddmmss.s |
 TO1027| TO1028 TENAI                               APPROX. 4.3 KM 3445607.6 |
 TO1027|---------------------------------------------------------------------|
 TO1027
 TO1027                          SUPERSEDED SURVEY CONTROL
 TO1027
 TO1027  NAD 83(1986)-  48 15 25.42468(N)    116 28 02.06059(W) AD(       ) 3
 TO1027  NAD 27      -  48 15 25.68941(N)    116 27 58.37763(W) AD(       ) 3
 TO1027
 TO1027.Superseded values are not recommended for survey control.
 TO1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1027.See file dsdata.txt to determine how the superseded data were derived.
 TO1027
 TO1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3954445009(NAD 83)
 TO1027_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1027_SETTING: 66 = SET IN ROCK OUTCROP
 TO1027
 TO1027  HISTORY     - Date     Condition        Report By
 TO1027  HISTORY     - 1947     MONUMENTED       CGS
 TO1027
 TO1027                          STATION DESCRIPTION
 TO1027
 TO1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO1027'THE STATION IS AT THE NORTH END OF PEN OREILLE LAKE ON POINT
 TO1027'AT WEST SIDE OF ENTRANCE TO BOTTLE BAY.  THERE IS CONSIDERABLE
 TO1027'OUTCROP ON THE POINT AND A FEW SCATTERED TREES.  A REEF LIES
 TO1027'OFF THE SHORELINE TO THE EASTWARD AND IS BARE 2 FEET AT MEAN
 TO1027'WINTER LAKE LEVEL.  THE MARK IS IN LARGE SAUCER-LIKE DEPRESSION
 TO1027'IN OUTCROP 20 FEET ABOVE MEAN WINTER LAKE LEVEL AND ABOUT
 TO1027'15 METERS FROM LAKE EDGE.  THE STATION MAY BE REACHED BY
 TO1027'WATER OR BY ROAD--AN IMPROVED ROAD SKIRTS THE SHORELINE HERE.
 TO1027'
 TO1027'R.M. NO. 1 IS IN OUTCROP SOUTH OF STATION NEAR CLUMP OF
 TO1027'SMALL PINES.  IT IS ABOUT 3 FEET HIGHER THAN STATION.
 TO1027'
 TO1027'R.M. NO. 2 IS IN OUTCROP WEST OF STATION ON HOG BACK RIDGE.
 TO1027'IT IS ABOUT 5 FEET HIGHER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1420 ***********************************************************************
 OH1420  DESIGNATION -  BROWN
 OH1420  PID         -  OH1420
 OH1420  STATE/COUNTY-  ID/PAYETTE
 OH1420  USGS QUAD   -  PARMA SE (1975)
 OH1420
 OH1420                         *CURRENT SURVEY CONTROL
 OH1420  ___________________________________________________________________
 OH1420* NAD 83(1992)-  43 48 41.80396(N)    116 46 28.61490(W)     ADJUSTED  
 OH1420* NAVD 88     -       804.3    (meters)    2639.     (feet)  VERTCON   
 OH1420  ___________________________________________________________________
 OH1420  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 OH1420  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 OH1420
 OH1420  HORZ ORDER  -  SECOND
 OH1420
 OH1420.The horizontal coordinates were established by classical geodetic methods
 OH1420.and adjusted by the National Geodetic Survey in July 1992..
 OH1420
 OH1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1420
 OH1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1420
 OH1420.The geoid height was determined by GEOID03.
 OH1420
 OH1420;                    North         East     Units Scale Factor Converg.
 OH1420;SPC ID W     -   238,771.417   717,565.234   MT  1.00001689   -0 42 33.7
 OH1420;UTM  11      - 4,850,974.053   518,127.102   MT  0.99960404   +0 09 21.7
 OH1420
 OH1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1420!SPC ID W     -   0.99987664  x   1.00001689  =   0.99989353
 OH1420!UTM  11      -   0.99987664  x   0.99960404  =   0.99948073
 OH1420
 OH1420|---------------------------------------------------------------------|
 OH1420| PID    Reference Object                     Distance      Geod. Az  |
 OH1420|                                                           dddmmss.s |
 OH1420| CD4334 BROWN RM 1                            9.304 METERS 06945     |
 OH1420| CD4335 BROWN RM 2                           10.424 METERS 18300     |
 OH1420| OH1397 NOTUS MUNICIPAL TANK                APPROX. 9.5 KM 1932817.3 |
 OH1420|---------------------------------------------------------------------|
 OH1420
 OH1420                          SUPERSEDED SURVEY CONTROL
 OH1420
 OH1420  NAD 83(1991)-  43 48 41.80383(N)    116 46 28.61431(W) AD(       ) 2
 OH1420  NAD 83(1986)-  43 48 41.80361(N)    116 46 28.61427(W) AD(       ) 2
 OH1420  NAD 27      -  43 48 42.22120(N)    116 46 25.09390(W) AD(       ) 2
 OH1420  NGVD 29 (07/19/86)  803.4    (m)         2636.     (f) VERT ANG       
 OH1420
 OH1420.Superseded values are not recommended for survey control.
 OH1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1420.See file dsdata.txt to determine how the superseded data were derived.
 OH1420
 OH1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1812750974(NAD 83)
 OH1420_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1420
 OH1420  HISTORY     - Date     Condition        Report By
 OH1420  HISTORY     - 1959     MONUMENTED       CGS
 OH1420  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OH1420
 OH1420                          STATION DESCRIPTION
 OH1420
 OH1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH1420'THE STATION IS 11 MILES SOUTHEAST OF NEW PLYMOUTH, 1 MILE WEST
 OH1420'OF U.S. HIGHWAY 30, 25 FEET EAST OF THE CENTER LINE OF A DIRT
 OH1420'FIELD ROAD AND 6-1/2 FEET EAST OF A METAL WITNESS POST.  IT
 OH1420'IS ON A HIGH FLAT TOPPED GRASS COVERED KNOLL JUST EAST OF A
 OH1420'DOUBLE POLE LINE.
 OH1420'
 OH1420'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE
 OH1420'ROUTE 44 NORTH OF CALDWELL GO NORTH ON U.S. HIGHWAY 30 FOR
 OH1420'7.8 MILES TO THE OASIS MOTEL AND SERVICE STATION AND AN OILED
 OH1420'ROAD LEADING TO THE WEST, TURN LEFT, WEST, AND FOLLOW THE
 OH1420'OILED ROAD WEST AND SOUTHWEST FOR 2 MILES TO A DIRT ROAD RIGHT
 OH1420'LEADING TO A RANCH AND CORRALS, TURN RIGHT, WEST, FOR 0.05 MILE
 OH1420'TO THE RANCH ROAD JUST BEFORE CROSSING UNDER THE DOUBLE POLE
 OH1420'LINE, TURN RIGHT NORTHERLY INTO THE RANCH YARDS AND FOLLOW THE
 OH1420'DIRT ROAD TO THE SOUTH SIDE OF THE HOUSE AND CORRALS AND
 OH1420'THENCE NORTHWESTERLY THROUGH THE FIELD FOR 0.45 MILE TO A T
 OH1420'ROAD AT A CANAL, TURN RIGHT AND FOLLOW ALONG THE CANAL ROAD
 OH1420'TO A BRIDGE CROSSING THE CANAL FOR 0.2 MILE, CONTINUE
 OH1420'ACROSS THE BRIDGE FOR 0.1 MILE TO A FORKS, KEEP THE RIGHT
 OH1420'FORK FOR 1.5 MILE UP THE RIDGE ON THE MAIN TRAVELED ROAD
 OH1420'TO THE STATION SITE ON THE SUMMIT OF THE HIGHEST KNOLL IN THE
 OH1420'VICINITY.
 OH1420'
 OH1420'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN SQUARE
 OH1420'CONCRETE POSTS EACH PROJECTING ABOUT 4 INCHES AND STAMPED
 OH1420'BROWN 1959 WITH THE REFERENCE MARKS FURTHER STAMPED NO 1
 OH1420'AND NO 2 RESPECTIVELY.
 OH1420'
 OH1420'A 2-WHEEL DRIVE VEHICLE CAN BE DRIVEN TO THE STATION DURING
 OH1420'DRY WEATHER.
 OH1420
 OH1420                          STATION RECOVERY (1970)
 OH1420
 OH1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OH1420'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED AS
 OH1420'DESCRIBED.  LANDMARKS HAVE CHANGED.  A NEW TO REACH FOLLOWS.
 OH1420'
 OH1420'TO REACH THE STATION FROM THE CALDWELL POST OFFICE GO WEST ON
 OH1420'ARTHUR STREET FOR 0.1 MILE TO KIMBALL AVENUE, TURN RIGHT, AND
 OH1420'GO NORTHEAST ON KIMBALL AVENUE FOR 0.6 MILE TO INTERSTATE 80N,
 OH1420'TURN LEFT, AND GO NORTHWEST ON INTERSTATE 80N FOR 10.2 MILES
 OH1420'TO THE SAND HOLLOW EXIT, TURN LEFT ON SAND HOLLOW ROAD, AND
 OH1420'GO WEST, PASSING OVER INTERSTATE 80N, FOR 0.1 MILE TO A ROAD
 OH1420'ON THE RIGHT, TURN RIGHT, AND GO NORTH, AND WEST FOR 0.7 MILE
 OH1420'TO MR. MELVIN MARSHALS RESIDENCE ON THE LEFT, THE PROPERTY
 OH1420'OWNER.  CONTINUE WEST, ACROSS A CATTLE GUARD, FOR 0.2 MILE
 OH1420'TO A GATE IN THE NORTHEAST CORNER OF A PASTURE, PASS THRU
 OH1420'THE GATE, AND GO WEST ON THE TRACK ROAD ALONG THE SOUTH
 OH1420'SIDE OF THE FENCE FOR 0.25 MILE TO A DIRT CROSSROAD, TURN
 OH1420'RIGHT, AND GO NORTH-NORTHWEST ON A DIRT ROAD ON THE WEST
 OH1420'SIDE OF A NORTH-SOUTH FENCE LINE FOR 0.4 MILE TO THE
 OH1420'STATION.
 OH1420'
 OH1420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 OH1420'NORTHWEST OF CALDWELL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0736 ***********************************************************************
 OX0736  DESIGNATION -  BROWN
 OX0736  PID         -  OX0736
 OX0736  STATE/COUNTY-  ID/BONNEVILLE
 OX0736  USGS QUAD   -  RIGBY SE (1979)
 OX0736
 OX0736                         *CURRENT SURVEY CONTROL
 OX0736  ___________________________________________________________________
 OX0736* NAD 83(1992)-  43 31 23.72542(N)    111 49 01.86503(W)     ADJUSTED  
 OX0736* NAVD 88     -      1735.8    (meters)    5695.     (feet)  VERTCON   
 OX0736  ___________________________________________________________________
 OX0736  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 OX0736  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 OX0736
 OX0736  HORZ ORDER  -  THIRD
 OX0736
 OX0736.The horizontal coordinates were established by classical geodetic methods
 OX0736.and adjusted by the National Geodetic Survey in July 1992..
 OX0736
 OX0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0736
 OX0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0736
 OX0736.The geoid height was determined by GEOID03.
 OX0736
 OX0736;                    North         East     Units Scale Factor Converg.
 OX0736;SPC ID E     -   206,287.564   228,252.609   MT  0.99995718   +0 14 26.4
 OX0736;UTM  12      - 4,819,248.598   433,960.494   MT  0.99965364   -0 33 46.0
 OX0736
 OX0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0736!SPC ID E     -   0.99972961  x   0.99995718  =   0.99968681
 OX0736!UTM  12      -   0.99972961  x   0.99965364  =   0.99938335
 OX0736
 OX0736:                Primary Azimuth Mark                     Grid Az
 OX0736:SPC ID E     -  33 WF                                    030 04 59.3
 OX0736:UTM  12      -  33 WF                                    030 53 11.7
 OX0736
 OX0736|---------------------------------------------------------------------|
 OX0736| PID    Reference Object                     Distance      Geod. Az  |
 OX0736|                                                           dddmmss.s |
 OX0736| OX0735 33 WF                               APPROX. 2.5 KM 0301925.7 |
 OX0736|---------------------------------------------------------------------|
 OX0736
 OX0736                          SUPERSEDED SURVEY CONTROL
 OX0736
 OX0736  NAD 83(1986)-  43 31 23.71746(N)    111 49 01.85089(W) AD(       ) 3
 OX0736  NAD 27      -  43 31 24.02718(N)    111 48 58.97700(W) AD(       ) 3
 OX0736  NGVD 29 (07/19/86) 1734.7    (m)         5691.     (f) VERT ANG       
 OX0736
 OX0736.Superseded values are not recommended for survey control.
 OX0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0736.See file dsdata.txt to determine how the superseded data were derived.
 OX0736
 OX0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP3396019249(NAD 83)
 OX0736_MARKER: DD = SURVEY DISK
 OX0736_SETTING: 66 = SET IN ROCK OUTCROP
 OX0736_SP_SET: SET IN ROCK OUTCROP
 OX0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0736+STABILITY: POSITION/ELEVATION WELL
 OX0736
 OX0736  HISTORY     - Date     Condition        Report By
 OX0736  HISTORY     - 1947     MONUMENTED       USGS
 OX0736  HISTORY     - 1984     GOOD             BPA
 OX0736  HISTORY     - 1984     GOOD             BPA
 OX0736
 OX0736                          STATION DESCRIPTION
 OX0736
 OX0736'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OX0736'LOCATED ABOUT 11.0 MI. (AIRLINE) ENE. OF IDAHO FALLS, 7.8 MI. SSW. OF
 OX0736'RIRIE, NEAR CENTER OF E. EDGE OF SQUARE ROCKY CLEARING ON OTHERWISE
 OX0736'CULTIVATED HILL OWNED BY F. L. BROWN, 132 FT. SE. OF AND 2 FT. LOWER
 OX0736'THAN NW. CORNER OF CLEARING WHICH IS HIGHEST POINT OF TOP.
 OX0736'
 OX0736'TO REACH FROM SUGAR REFINERY IN LINCOLN, DRIVE E. ON GRAVEL RD. 4.5
 OX0736'MI. TO CROSSROAD (IONA TO OZONE RD.), CONTINUE STRAIGHT AHEAD (E.) ON
 OX0736'DIRT RD. FOR 4.1 MI. TO RD. FORKS, TAKE LEFT FORK (N.) AND DRIVE 1.0
 OX0736'MI. TO T-INTERSECTION, TURN LEFT (W.) AND DRIVE 0.6 MI. TO F. L.
 OX0736'BROWNS FARMHOUSE, FROM HOUSE FOLLOW RD. TO N. SLOPE OF HILL AND PACK
 OX0736'TO TOP.  A 5-MINUTE PACK.
 OX0736'
 OX0736'STATION MARK--STANDARD TABLET STAMPED---BROWN 1947---, CEMENTED IN
 OX0736'SOLID ROCK OUTCROP.
 OX0736'
 OX0736'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OX0736'---NO 1---, CEMENTED IN SOLID ROCK OUTCROP, 44.50 FT. FROM STATION
 OX0736'MARK, S 62 DEG 05 MIN W.
 OX0736'
 OX0736'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OX0736'---NO 2---, CEMENTED IN SOLID ROCK OUTCROP, 27.09 FT. FROM STATION
 OX0736'MARK, N 21 DEG 17 MIN E.
 OX0736
 OX0736                          STATION RECOVERY (1984)
 OX0736
 OX0736'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1984 (DR)
 OX0736'BROWN 1947 GOOD CONDITION AS DESCRIBED.
 OX0736
 OX0736                          STATION RECOVERY (1984)
 OX0736
 OX0736'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1984 (DP)
 OX0736'BROWN 1947 FOUND GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1189 ***********************************************************************
 NV1189  DESIGNATION -  BROWN CREEK
 NV1189  PID         -  NV1189
 NV1189  STATE/COUNTY-  ID/OWYHEE
 NV1189  USGS QUAD   -  INDIAN COVE (1992)
 NV1189
 NV1189                         *CURRENT SURVEY CONTROL
 NV1189  ___________________________________________________________________
 NV1189* NAD 83(1992)-  42 52 39.38871(N)    115 33 04.90627(W)     ADJUSTED  
 NV1189* NAVD 88     -       885.0    (meters)    2904.     (feet)  VERTCON   
 NV1189  ___________________________________________________________________
 NV1189  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 NV1189  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 NV1189
 NV1189  HORZ ORDER  -  SECOND
 NV1189
 NV1189.The horizontal coordinates were established by classical geodetic methods
 NV1189.and adjusted by the National Geodetic Survey in July 1992..
 NV1189
 NV1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1189
 NV1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1189
 NV1189.The geoid height was determined by GEOID03.
 NV1189
 NV1189;                    North         East     Units Scale Factor Converg.
 NV1189;SPC ID W     -   134,519.809   816,228.097   MT  0.99993657   +0 08 06.6
 NV1189;UTM  11      - 4,748,241.326   618,311.072   MT  0.99977220   +0 59 08.9
 NV1189
 NV1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1189!SPC ID W     -   0.99986378  x   0.99993657  =   0.99980036
 NV1189!UTM  11      -   0.99986378  x   0.99977220  =   0.99963601
 NV1189
 NV1189|---------------------------------------------------------------------|
 NV1189| PID    Reference Object                     Distance      Geod. Az  |
 NV1189|                                                           dddmmss.s |
 NV1189| CD4337 BROWN CREEK RM 1                      8.046 METERS 01617     |
 NV1189| CD6120 CLOVER PP                                          10155     |
 NV1189| CD4338 BROWN CREEK RM 2                      7.243 METERS 10350     |
 NV1189| CD4336 BROWN CREEK AZ MK                                  3393856.2 |
 NV1189|---------------------------------------------------------------------|
 NV1189
 NV1189                          SUPERSEDED SURVEY CONTROL
 NV1189
 NV1189  NAD 83(1986)-  42 52 39.38890(N)    115 33 04.90209(W) AD(       ) 2
 NV1189  NAD 27      -  42 52 39.75700(N)    115 33 01.62600(W) AD(       ) 2
 NV1189  NGVD 29 (07/19/86)  884.2    (m)         2901.     (f) VERT ANG       
 NV1189
 NV1189.Superseded values are not recommended for survey control.
 NV1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1189.See file dsdata.txt to determine how the superseded data were derived.
 NV1189
 NV1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1831148241(NAD 83)
 NV1189_MARKER: Z = SEE DESCRIPTION
 NV1189_SETTING: 0 = UNSPECIFIED SETTING
 NV1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1189
 NV1189  HISTORY     - Date     Condition        Report By
 NV1189  HISTORY     - 1945     MONUMENTED       CGS
 NV1189  HISTORY     - 1946     SEE DESCRIPTION  USGS
 NV1189  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NV1189
 NV1189                          STATION DESCRIPTION
 NV1189
 NV1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1189'STATION IS LOCATED ABOUT 7.0 MILES SW OF HAMMETT, 5.0 MILES
 NV1189'S OF INDIAN COVE, 1.0 MILE E OF BROWN CREEK, AND ON THE SUMMIT
 NV1189'OF THE FIRST HILL S OF THE SNAKE RIVER ON THE E SIDE OF BROWN
 NV1189'CREEK.  THE SUMMIT OF THE HILL IS COVERED WITH A DENSE GROWTH
 NV1189'OF SAGEBRUSH.  MARK IS STAMPED BROWN CR 1945 AND PROJECTS
 NV1189'12 INCHES ABOVE THE GROUND.
 NV1189'
 NV1189'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 NV1189'IN CONCRETE AT THE CENTERS OF THE TOPS OF TILES.
 NV1189'
 NV1189'REFERENCE MARK 1 IS STAMPED BROWN CR NO 1 1945 AND PROJECTS
 NV1189'12 INCHES ABOVE GROUND.  IT IS AT ABOUT THE SAME ELEVATION AS
 NV1189'STATION MARK.
 NV1189'
 NV1189'REFERENCE MARK 2 IS STAMPED BROWN CR NO 2 1945 AND PROJECTS
 NV1189'10 INCHES ABOVE GROUND.  IT IS AT ABOUT THE SAME ELEVATION
 NV1189'AS STATION MARK.
 NV1189'
 NV1189'AZIMUTH MARK IS STAMPED BROWN CR 1945 AND PROJECTS 6 INCHES
 NV1189'ABOVE GROUND.  IT IS 0.05 MILE S OF ROAD FORKS AND 22 FEET
 NV1189'E OF THE CENTER LINE OF A TRACK ROAD.
 NV1189'
 NV1189'TO REACH STATION FROM HAMMETT, GO W ON U.S. HIGHWAY 30 FOR
 NV1189'1.2 MILES, TURN LEFT ONTO GRADED ROAD AND GO 0.45 MILE, TURN
 NV1189'RIGHT (W) AND GO 2.1 MILES, CROSS THE INDIAN COVE BRIDGE OVER
 NV1189'THE SNAKE RIVER AND CONTINUE W AND S FOR 1.5 MILES, TURN LEFT,
 NV1189'JUST BEFORE CROSSING THE BRIDGE OVER BROWN CREEK, AND GO S
 NV1189'FOR 1.1 MILES, PASS OVER A CATTLE GUARD AND CONTINUE S FOR
 NV1189'0.6 MILE, KEEP STRAIGHT AHEAD AT Y-JUNCTION AND GO 0.9 MILE.
 NV1189'TAKE LEFT FORK AND GO 1.3 MILES TO THE SUMMIT OF A LOW SADDLE.
 NV1189'TURN RIGHT (NW) UP THE SLOPE AND GO 0.6 MILE TO THE SUMMIT
 NV1189'AND THE STATION WHICH IS ALMOST IN THE CENTER OF THE LOW
 NV1189'RIDGE.
 NV1189
 NV1189                          STATION RECOVERY (1946)
 NV1189
 NV1189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 NV1189'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE
 NV1189'AT THE CENTERS OF THE TOPS OF TILES.
 NV1189'
 NV1189'STATION MARK IS STAMPED---BROWN CR 1945--- AND PROJECTS 12 IN. ABOVE
 NV1189'THE GROUND.
 NV1189
 NV1189                          STATION RECOVERY (1958)
 NV1189
 NV1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 NV1189'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 NV1189'SOME ERRORS WERE FOUND IN THE DESCRIPTION AND STAMPING AS
 NV1189'PUBLISHED AND A NEW DESCRIPTION FOLLOWS.
 NV1189'
 NV1189'THE STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 NV1189'WELDED TO THE TOP OF 2 1/2-INCH IRON PIPES EACH PROJECTING
 NV1189'SOME 10 INCHES.  ALL MARKS WERE FOUND TO BE STAMPED BROWN CR
 NV1189'1944 WITH THE REFERENCE MARKS FURTHER STAMPED NO 1 AND NO
 NV1189'2 RESPECTIVELY.
 NV1189'
 NV1189'TO REACH FROM HAMMETT GO WEST ON U.S. HIGHWAY 30 FOR 1.2
 NV1189'MILES, TURN LEFT, SOUTH, ON GRAVELED ROAD FOR 0.45 MILE, TURN
 NV1189'RIGHT, WEST, AND FOLLOW THE OILED ROAD FOR 2.1 MILES TO THE
 NV1189'INDIAN COVE BRIDGE CROSSING THE SNAKE RIVER, CONTINUE OVER
 NV1189'THE BRIDGE SOUTH AND WEST FOR 1.5 MILES TO A FARM ROAD LEFT
 NV1189'JUST BEFORE THE BRIDGE OVER BROWNS CREEK, TURN LEFT, SOUTH,
 NV1189'FOR 1.7 MILE THROUGH WIRE GATE AND CROSSING TWO CATTLE GUARDS
 NV1189'TO FORKS, CONTINUE STRAIGHT AHEAD ON RIGHT FORK FOR 0.9 MILE
 NV1189'TO AZIMUTH MARK ON THE LEFT, CONTINUE 1.3 MILES TO THE SUMMIT
 NV1189'OF LOW SADDLE, TURN RIGHT, SOUTHWEST, AND PICK WAY TO THE
 NV1189'SUMMIT OF THE FIRST HILL AND THE STATION SITE.
 NV1189'
 NV1189'THE DISTANCE AND DIRECTIONS TO ALL MARKS WERE CHECKED WITHIN
 NV1189'ACCEPTABLE LIMITS AS PUBLISHED.
 NV1189'
 NV1189'A 2-WHEEL DRIVE STATION IN DRY WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0966 ***********************************************************************
 RY0966  DESIGNATION -  BROWN ET
 RY0966  PID         -  RY0966
 RY0966  STATE/COUNTY-  ID/CLEARWATER
 RY0966  USGS QUAD   -  BROWN CREEK RIDGE (1994)
 RY0966
 RY0966                         *CURRENT SURVEY CONTROL
 RY0966  ___________________________________________________________________
 RY0966* NAD 83(1992)-  46 18 56.19910(N)    115 48 17.59440(W)     ADJUSTED  
 RY0966* NAVD 88     -      1305.3    (meters)    4282.     (feet)  VERTCON   
 RY0966  ___________________________________________________________________
 RY0966  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 RY0966  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 RY0966
 RY0966  HORZ ORDER  -  THIRD
 RY0966
 RY0966.The horizontal coordinates were established by classical geodetic methods
 RY0966.and adjusted by the National Geodetic Survey in July 1992..
 RY0966
 RY0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0966
 RY0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0966
 RY0966.The geoid height was determined by GEOID03.
 RY0966
 RY0966;                    North         East     Units Scale Factor Converg.
 RY0966;SPC ID W     -   516,520.960   795,772.767   MT  0.99993355   -0 02 22.9
 RY0966;UTM  11      - 5,129,809.005   592,012.477   MT  0.99970407   +0 51 51.5
 RY0966
 RY0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0966!SPC ID W     -   0.99979798  x   0.99993355  =   0.99973155
 RY0966!UTM  11      -   0.99979798  x   0.99970407  =   0.99950211
 RY0966
 RY0966|---------------------------------------------------------------------|
 RY0966| PID    Reference Object                     Distance      Geod. Az  |
 RY0966|                                                           dddmmss.s |
 RY0966| CH6524 BROWN                                16.112 METERS 17225     |
 RY0966| RY0967 LARSON ET                           APPROX.10.7 KM 2733523.2 |
 RY0966|---------------------------------------------------------------------|
 RY0966
 RY0966                          SUPERSEDED SURVEY CONTROL
 RY0966
 RY0966  NAD 83(1986)-  46 18 56.20336(N)    115 48 17.59393(W) AD(       ) 3
 RY0966  NAD 27      -  46 18 56.55074(N)    115 48 14.05338(W) AD(       ) 3
 RY0966  NGVD 29 (07/19/86) 1304.2    (m)         4279.     (f) VERT ANG       
 RY0966
 RY0966.Superseded values are not recommended for survey control.
 RY0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0966.See file dsdata.txt to determine how the superseded data were derived.
 RY0966
 RY0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM9201229809(NAD 83)
 RY0966_MARKER: DD = SURVEY DISK
 RY0966_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RY0966
 RY0966  HISTORY     - Date     Condition        Report By
 RY0966  HISTORY     - 1964     MONUMENTED       USGS
 RY0966
 RY0966                          STATION DESCRIPTION
 RY0966
 RY0966'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0966'LOCATED ABOUT 12 MI S. OF PIERCE, ABOUT 9 MI SE. OF WEIPPE.
 RY0966'
 RY0966'TO REACH FROM WEIPPE POST OFICE, GO 0.1 MI S. TO X-RD.  TURN LEFT
 RY0966'ON GRAVEL RD. 2.5 MI E. TO T-RD. RIGHT.  GO RIGHT 1.5 MI TO X-RD.
 RY0966'TURN LEFT 2.4 MI TO FORK, CONTINUE STRAIGHT TO RD. FORK.  TAKE
 RY0966'RIGHT FORK 1.1 MI TO RD. FORK.  TAKE LEFT FORK 0.6 MI TO RD. FORK,
 RY0966'TAKE LEFT FORK 0.1 MI TO FORK.  GO RIGHT AT FORK 0.4 MI TO POINT
 RY0966'OF RIDGE, ABOUT 200 FT. N.
 RY0966'
 RY0966'STATION MARK--STANDARD TABLET STAMPED---BROWN ET 1964---, CEMENTED
 RY0966'IN CONCRETE BLOCK.
 RY0966'
 RY0966'BROWN USFS--DESCRIPTION NOT GIVEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1287 ***********************************************************************
 QB1287  DESIGNATION -  BROWNLEE
 QB1287  PID         -  QB1287
 QB1287  STATE/COUNTY-  ID/BOISE
 QB1287  USGS QUAD   -  DRY BUCK VALLEY (1985)
 QB1287
 QB1287                         *CURRENT SURVEY CONTROL
 QB1287  ___________________________________________________________________
 QB1287* NAD 83(1992)-  44 00 20.74474(N)    116 12 33.55915(W)     ADJUSTED  
 QB1287* NAVD 88     -      1298.0    (meters)    4259.     (feet)  VERTCON   
 QB1287  ___________________________________________________________________
 QB1287  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 QB1287  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 QB1287
 QB1287  HORZ ORDER  -  THIRD
 QB1287
 QB1287.The horizontal coordinates were established by classical geodetic methods
 QB1287.and adjusted by the National Geodetic Survey in July 1992..
 QB1287
 QB1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1287
 QB1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1287
 QB1287.The geoid height was determined by GEOID03.
 QB1287
 QB1287;                    North         East     Units Scale Factor Converg.
 QB1287;SPC ID W     -   259,934.368   763,165.539   MT  0.99995001   -0 19 08.8
 QB1287;UTM  11      - 4,872,816.719   563,385.844   MT  0.99964941   +0 32 57.6
 QB1287
 QB1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1287!SPC ID W     -   0.99979904  x   0.99995001  =   0.99974906
 QB1287!UTM  11      -   0.99979904  x   0.99964941  =   0.99944852
 QB1287
 QB1287|---------------------------------------------------------------------|
 QB1287| PID    Reference Object                     Distance      Geod. Az  |
 QB1287|                                                           dddmmss.s |
 QB1287| CD4340 BROWNLEE RM 1                         7.011 METERS 17709     |
 QB1287| QB1290 SQUAW BUTTE LOOKOUT HOUSE           APPROX.16.2 KM 2690624.4 |
 QB1287| CD4341 BROWNLEE RM 2                        15.117 METERS 27741     |
 QB1287| CD4339 BROWNLEE AZ MK                                     3432435.3 |
 QB1287|---------------------------------------------------------------------|
 QB1287
 QB1287                          SUPERSEDED SURVEY CONTROL
 QB1287
 QB1287  NAD 83(1986)-  44 00 20.74516(N)    116 12 33.55678(W) AD(       ) 3
 QB1287  NAD 27      -  44 00 21.13800(N)    116 12 30.10160(W) AD(       ) 3
 QB1287  NGVD 29 (07/19/86) 1297.0    (m)         4255.     (f) VERT ANG       
 QB1287
 QB1287.Superseded values are not recommended for survey control.
 QB1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1287.See file dsdata.txt to determine how the superseded data were derived.
 QB1287
 QB1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6338672817(NAD 83)
 QB1287_MARKER: Z = SEE DESCRIPTION
 QB1287_SETTING: 0 = UNSPECIFIED SETTING
 QB1287
 QB1287  HISTORY     - Date     Condition        Report By
 QB1287  HISTORY     - 1959     MONUMENTED       CGS
 QB1287
 QB1287                          STATION DESCRIPTION
 QB1287
 QB1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QB1287'THE STATION IS LOCATED, AIRLINE, ABOUT 5 MILES NORTH OF
 QB1287'HORSESHOE BEND, ABOUT 12 MILES NORTHEAST OF EMMETT, ABOUT
 QB1287'7-1/2 MILES NORTHEAST OF MONTOUR AND IS ON THE HIGHEST ONE
 QB1287'OF A NUMBER OF HIGH ROCKY HILLS IN THE VICINITY.
 QB1287'
 QB1287'TO REACH FROM THE POST OFFICE IN HORSESHOE BEND, GO NORTH,
 QB1287'ON STATE HIGHWAY 15, FOR 4.6 MILES TO GARDENA AND A DIRT SIDE ROAD
 QB1287'LEFT.  TURN LEFT, WEST, AND GO ON THE DIRT SIDE ROAD FOR 0.1
 QB1287'MILE, CROSSING THE PAYETTE RIVER, TO THE RAILROAD TRACKS.
 QB1287'CROSS OVER THE RAILROAD TRACKS AND TURN RIGHT AND GO NORTH
 QB1287'FOR 0.3 MILE, ON DIRT ROAD TO A SIDE ROAD ON THE LEFT.
 QB1287'TURN LEFT AND GO WEST AND NORTH, ON THE DIRT ROAD, FOR 1.7
 QB1287'MILES TO A SIDE ROAD ON THE LEFT, CONTINUE NORTHERLY FOR
 QB1287'0.85 MILE TO A BRIDGE.  PASS OVER THE BRIDGE AND CONTINUE
 QB1287'NORTHERLY, ON THE DIRT ROAD, FOR 0.75 MILE TO THE L.E.
 QB1287'HANSON FARM HOUSE ON THE RIGHT.  CONTINUE NORTHERLY FOR
 QB1287'0.65 MILE, ON THE DIRT ROAD, TO A GATE ON THE RIGHT.  PASS
 QB1287'THROUGH THE GATE AND GO EASTERLY FOR 0.2 MILE, ON THE DIRT
 QB1287'ROAD, TO THE SUMMIT OF A SADDLE OF THE RIDGE.  TURN RIGHT,
 QB1287'OFF THE DIRT ROAD, AND GO UP THE HILL FOR 0.05 MILE TO THE
 QB1287'HIGHEST PART OF THE HILL AND THE STATION.
 QB1287'
 QB1287'THE STATION MARK, STAMPED BROWNLEE 1952, IS A U.S. GEOLOGICAL
 QB1287'SURVEY DISK CEMENTED IN A DRILL HOLE IN A OUTCROPPING BOULDER
 QB1287'WHICH IS ABOUT 2 FEET BY 1 FOOT AND PROJECTS ABOUT 2-INCHES
 QB1287'ABOVE THE GROUND.
 QB1287'
 QB1287'REFERENCE MARK NUMBER ONE, STAMPED NO 1 1952, IS A U.S. GEOLOGICAL
 QB1287'SURVEY DISK CEMENTED IN A DRILL HOLE IN A OUTCROPPING BOULDER
 QB1287'WHICH IS ABOUT 10 FEET BY 5 FEET AND PROJECTS ABOUT 2 FEET
 QB1287'ABOVE THE GROUND.  IT IS ABOUT 1-1/2 FEET HIGHER THAN THE
 QB1287'STATION.
 QB1287'
 QB1287'REFERENCE MARK NUMBER TWO, STAMPED NO 2 1952, IS A U.S. GEOLOGICAL
 QB1287'SURVEY DISK CEMENTED IN A DRILL HOLE IN A OUTCROPPING BOULDER
 QB1287'WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND AND IS ABOUT 5
 QB1287'FEET BY 3 FEET.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 QB1287'
 QB1287'THE AZIMUTH MARK, STAMPED BROWNLEE USGS 1959, IS A STANDARD
 QB1287'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 QB1287'9 FEET BY 5 FEET AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 QB1287'IT IS 11 FEET EAST OF A NORTH-SOUTH FENCE AND IS 21.5 FEET
 QB1287'EAST OF CENTERLINE OF A DIRT ROAD.  TO REACH FROM THE
 QB1287'STATION, GO TO THE GATE MENTIONED ABOVE AND CONTINUE NORTHERLY
 QB1287'ON THE DIRT ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT,
 QB1287'CONTINUE NORTHERLY, ON THE DIRT ROAD FOR 0.1 MILE TO THE
 QB1287'AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0895 ***********************************************************************
 OZ0895  DESIGNATION -  BROWNS
 OZ0895  PID         -  OZ0895
 OZ0895  STATE/COUNTY-  ID/ELMORE
 OZ0895  USGS QUAD   -  NAHNEKE MTN (1972)
 OZ0895
 OZ0895                         *CURRENT SURVEY CONTROL
 OZ0895  ___________________________________________________________________
 OZ0895* NAD 83(1992)-  43 56 03.52406(N)    115 08 02.39262(W)     ADJUSTED  
 OZ0895* NAVD 88     -      2959.4    (meters)    9709.     (feet)  VERTCON   
 OZ0895  ___________________________________________________________________
 OZ0895  LAPLACE CORR-          11.93  (seconds)                    DEFLEC99
 OZ0895  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 OZ0895
 OZ0895  HORZ ORDER  -  THIRD
 OZ0895
 OZ0895.The horizontal coordinates were established by classical geodetic methods
 OZ0895.and adjusted by the National Geodetic Survey in July 1992..
 OZ0895
 OZ0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0895
 OZ0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0895
 OZ0895.The geoid height was determined by GEOID03.
 OZ0895
 OZ0895;                    North         East     Units Scale Factor Converg.
 OZ0895;SPC ID W     -   252,077.847   849,458.397   MT  0.99996341   +0 25 38.7
 OZ0895;UTM  11      - 4,866,269.558   649,771.041   MT  0.99987590   +1 17 41.8
 OZ0895
 OZ0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0895!SPC ID W     -   0.99953826  x   0.99996341  =   0.99950169
 OZ0895!UTM  11      -   0.99953826  x   0.99987590  =   0.99941422
 OZ0895
 OZ0895:                Primary Azimuth Mark                     Grid Az
 OZ0895:SPC ID W     -  BIG BUCK                                 310 50 26.2
 OZ0895:UTM  11      -  BIG BUCK                                 309 58 23.1
 OZ0895
 OZ0895|---------------------------------------------------------------------|
 OZ0895| PID    Reference Object                     Distance      Geod. Az  |
 OZ0895|                                                           dddmmss.s |
 OZ0895| OZ0984 BIG BUCK                            APPROX. 8.6 KM 3111604.9 |
 OZ0895|---------------------------------------------------------------------|
 OZ0895
 OZ0895                          SUPERSEDED SURVEY CONTROL
 OZ0895
 OZ0895  NAD 83(1986)-  43 56 03.52337(N)    115 08 02.38850(W) AD(       ) 3
 OZ0895  NGVD 29 (02/23/89) 2958.0    (m)         9705.     (f) VERT ANG       
 OZ0895
 OZ0895.Superseded values are not recommended for survey control.
 OZ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0895.See file dsdata.txt to determine how the superseded data were derived.
 OZ0895
 OZ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ4977166270(NAD 83)
 OZ0895_MARKER: DS = TRIANGULATION STATION DISK
 OZ0895_SETTING: 0 = UNSPECIFIED SETTING
 OZ0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0895
 OZ0895  HISTORY     - Date     Condition        Report By
 OZ0895  HISTORY     - 1936     MONUMENTED       USGS
 OZ0895
 OZ0895                          STATION DESCRIPTION
 OZ0895
 OZ0895'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 OZ0895'LOCATED ON DIVIDE BETWEEN QUEENS RIVER AND THE HEADWATERS OF LITTLE
 OZ0895'QUEENS RIVER AND JOHNSON CREEK, ON PEAK KNOWN AS BROWNS PEAK.  THE
 OZ0895'PEAK HAS A DOUBLE SUMMIT, THE STATION IS ON MOST EASTERLY AND HIGHEST
 OZ0895'ONE.
 OZ0895'
 OZ0895'REACHED FROM QUEENS RIVER TRAIL, THIS IS STEEP, ROCKY CLIMB AND HORSES
 OZ0895'CAN BE TAKEN ONLY SHORT DISTANCE ABOVE TRAIL.  PROBABLY A BETTER ROUTE
 OZ0895'WOULD BE UP LITTLE QUEENS RIVER AS IT APPEARS THAT HORSES COULD BE
 OZ0895'TAKEN NEAR TO SUMMIT, AND THE CLIMB LESS DIFFICULT FROM THAT SIDE.
 OZ0895'
 OZ0895'STATION MARK--STANDARD TABLET STAMPED---BROWNS 1936---, CEMENTED IN
 OZ0895'TOP OF LARGE ROCK IN PLACE.  (MARK UNDER A LARGE CAIRN, NOT UNCOVERED
 OZ0895'IN 1972.)
 OZ0895'
 OZ0895'REFERENCE MARK NO. 1--DEPARTMENT OF AGRICULTURE, U.S. FOREST SERVICE
 OZ0895'BENCH MARK TABLET STAMPED---BROWNS PK 1927---, CEMENTED IN LARGE
 OZ0895'PROJECTING ROCK, 4.48 FT. FROM STATION MARK IN BEARING 21  DEGREES
 OZ0895'DEG. N. 47 MIN. W.
 OZ0895'
 OZ0895'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET (NOT
 OZ0895'STAMPED) CEMENTED IN TOP OF LARGE PROJECTING ROCK, HIGHEST POINT ON
 OZ0895'SUMMIT, 8.58 FT. FROM STATION MARK IN BEARING 71 DEGREES N.
 OZ0895'29 MIN. S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0675 ***********************************************************************
 QZ0675  DESIGNATION -  BRUIN
 QZ0675  PID         -  QZ0675
 QZ0675  STATE/COUNTY-  ID/IDAHO
 QZ0675  USGS QUAD   -  MEADOW OF DOUBT (1974)
 QZ0675
 QZ0675                         *CURRENT SURVEY CONTROL
 QZ0675  ___________________________________________________________________
 QZ0675* NAD 83(1992)-  45 29 34.86286(N)    115 07 34.95633(W)     ADJUSTED  
 QZ0675* NAVD 88     -      2264.9    (meters)    7431.     (feet)  VERTCON   
 QZ0675  ___________________________________________________________________
 QZ0675  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 QZ0675  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 QZ0675
 QZ0675  HORZ ORDER  -  SECOND
 QZ0675
 QZ0675.The horizontal coordinates were established by classical geodetic methods
 QZ0675.and adjusted by the National Geodetic Survey in July 1992..
 QZ0675
 QZ0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0675
 QZ0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0675
 QZ0675.The geoid height was determined by GEOID03.
 QZ0675
 QZ0675;                    North         East     Units Scale Factor Converg.
 QZ0675;SPC ID W     -   425,283.974   848,743.945   MT  0.99996254   +0 26 41.1
 QZ0675;UTM  11      - 5,039,428.151   646,397.871   MT  0.99986351   +1 20 11.2
 QZ0675
 QZ0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0675!SPC ID W     -   0.99964734  x   0.99996254  =   0.99960989
 QZ0675!UTM  11      -   0.99964734  x   0.99986351  =   0.99951090
 QZ0675
 QZ0675:                Primary Azimuth Mark                     Grid Az
 QZ0675:SPC ID W     -  ARCTIC POINT LOOKOUT TOWER               106 20 09.4
 QZ0675:UTM  11      -  ARCTIC POINT LOOKOUT TOWER               105 26 39.3
 QZ0675
 QZ0675|---------------------------------------------------------------------|
 QZ0675| PID    Reference Object                     Distance      Geod. Az  |
 QZ0675|                                                           dddmmss.s |
 QZ0675| QZ0672 ARCTIC POINT LOOKOUT TOWER          APPROX. 7.2 KM 1064650.5 |
 QZ0675| CH6525 BRUIN RM 1                            7.772 METERS 22449     |
 QZ0675| CH6526 BRUIN RM 2                            6.949 METERS 33332     |
 QZ0675|---------------------------------------------------------------------|
 QZ0675
 QZ0675                          SUPERSEDED SURVEY CONTROL
 QZ0675
 QZ0675  NAD 83(1986)-  45 29 34.86509(N)    115 07 34.95004(W) AD(       ) 2
 QZ0675  NAD 27      -  45 29 35.18086(N)    115 07 31.54462(W) AD(       ) 2
 QZ0675  NGVD 29 (07/19/86) 2263.4    (m)         7426.     (f) VERT ANG       
 QZ0675
 QZ0675.Superseded values are not recommended for survey control.
 QZ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0675.See file dsdata.txt to determine how the superseded data were derived.
 QZ0675
 QZ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL4639839428(NAD 83)
 QZ0675_MARKER: Z = SEE DESCRIPTION
 QZ0675_SETTING: 0 = UNSPECIFIED SETTING
 QZ0675
 QZ0675  HISTORY     - Date     Condition        Report By
 QZ0675  HISTORY     - 1945     MONUMENTED       CGS
 QZ0675  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QZ0675
 QZ0675                          STATION DESCRIPTION
 QZ0675
 QZ0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0675'THE STATION IS IN THE IDAHO NATIONAL FOREST, 10 MILES E
 QZ0675'OF CAMPBELLS FERRY, 8-1/2 MILES NNE OF THE CHAMBERLAIN RANGER
 QZ0675'STATION, AND 1/2 MILE S OF THE ROCKY POINT LOOKOUT HOUSE,
 QZ0675'ON THE N END AND HIGHEST POINT OF THE RIDGE FORMED BETWEEN
 QZ0675'BRUIN CREEK AND DILLINGER CREEK.  IT IS SET IN A 2- BY 2-FOOT
 QZ0675'BOULDER WHICH IS 17 FEET NE OF AN 8-INCH PINE TREE.
 QZ0675'
 QZ0675'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 QZ0675'A BOULDER.  IT IS STAMPED BRUIN 1945 AND PROJECTS 1 FOOT.
 QZ0675'
 QZ0675'REFERENCE MARK 1 IS SW OF THE STATION AND ABOUT 4 FEET LOWER.
 QZ0675'IT IS IN A 2- BY 4-FOOT BOULDER WHICH PROJECTS 1 FOOT.  IT IS
 QZ0675'A BRONZE REFERENCE DISK AND IS STAMPED BRUIN NO 1 1945.
 QZ0675'
 QZ0675'REFERENCE MARK 2 IS N OF THE STATION AND ABOUT 1 FOOT LOWER.
 QZ0675'IT IS IN A 2- BY 5-FOOT BOULDER WHICH PROJECTS 3 INCHES.
 QZ0675'IT IS A BRONZE REFERENCE DISK AND IS STAMPED BRUIN NO 2 1945.
 QZ0675'
 QZ0675'TO REACH THE STATION FROM THE CHAMBERLAIN RANGER STATION,
 QZ0675'FOLLOW THE TRAIL N UP THE W FORK OF CHAMBERLAIN CREEK FOR
 QZ0675'ABOUT 8 MILES TO A FORKS.  TAKE THE RIGHT FORK AS PER SIGN
 QZ0675'MEADOW OF DOUBT AND GO ABOUT 3 MILES TO THE MEADOW OF DOUBT.
 QZ0675'CROSS THE MEADOW TO AN OLD CAMPSITE AND CONTINUE STRAIGHT
 QZ0675'AHEAD ON THE ARCTIC POINT TRAIL.  GO ABOUT 1/2 MILE AND KEEP
 QZ0675'STRAIGHT AHEAD AT A FORKS TO THE LEFT.  GO ABOUT 3/4 MILE
 QZ0675'AND TAKE A LEFT FORK TO THE HOT SPRINGS MEADOW AND CABIN.
 QZ0675'TAKE THE TRAIL LEADING N UP THE RIDGE FROM THE CABIN FOR ABOUT
 QZ0675'1 MILE TO A FORKS.  TAKE THE RIGHT FORK AS PER SIGN
 QZ0675'ROCKY POINT L.O. AND GO 1/2 MILE TO ANOTHER FORKS.  TAKE
 QZ0675'THE RIGHT FORK AND GO ABOUT 150 YARDS.  THEN LEAVE THE
 QZ0675'TRAIL AND GO NW FOR ABOUT 50 YARDS TO THE SUMMIT OF THE
 QZ0675'TIMBERED HILL AND THE STATION.
 QZ0675
 QZ0675                          STATION RECOVERY (1946)
 QZ0675
 QZ0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0675'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND THE
 QZ0675'MARKS WERE IN GOOD CONDITION.
 QZ0675'
 QZ0675'TO REACH THE STATION FROM THE RED RIVER RANGER STATION, GO
 QZ0675'S FOR 0.85 MILE TO A FORK IN THE ROAD, TAKE RIGHT FORK AND
 QZ0675'GO 4.4 MILES TO ANOTHER FORK, TAKE LEFT FORK AND GO 16.1
 QZ0675'MILES TO THE DALE RANCH.  THIS IS THE END OF TRUCK TRAVEL.
 QZ0675'FOLLOW THE TRAIL BELOW THE HOUSE DOWN RIVER FOR 4 MILES TO
 QZ0675'WHAT IS KNOWN AS CAMPBELLS FERRY.  CROSS THE FERRY AND FOLLOW
 QZ0675'THE TRAIL UP RIVER FOR ABOUT 1.5 MILES TO LITTLE TROUT CREEK.
 QZ0675'CONTINUE ON THE TRAIL UP LITTLE TROUT CREEK FOR ABOUT 7
 QZ0675'MILES TO SIGN BURNT KNOB L.O.H. 1, TAKE THE LEFT FORK AND
 QZ0675'FOLLOW THE SIGNS CHAMBERLAIN RANGER STATION FOR ABOUT 8
 QZ0675'MILES TO A FORKS WITH A SIGN MEADOW OF DOUBT, TAKE THE LEFT
 QZ0675'FORK AND GO ABOUT 3 MILES TO THE MEADOW OF DOUBT, CROSS
 QZ0675'THE MEADOW AND CONTINUE STRAIGHT AHEAD ON THE ARTIC POINT
 QZ0675'TRAIL FOR ABOUT 2 MILES TO A SIGN HOT SPRINGS MEADOW,
 QZ0675'TAKE THE LEFT TRAIL AND GO TO HOT SPRINGS MEADOW AND
 QZ0675'CABIN.  TAKE THE TRAIL LEADING N UP THE RIDGE FROM THE CABIN
 QZ0675'FOR ABOUT 1 MILE TO A FORKS, TAKE THE RIGHT FORK AS PER
 QZ0675'SIGN ROCKY POINT L.O. AND GO ABOUT 1/2 MILE TO ANOTHER
 QZ0675'FORKS, TAKE THE RIGHT FORK AND GO ABOUT 200 YARDS, THEN
 QZ0675'LEAVE THE TRAIL AND GO NW FOR ABOUT 75 YARDS TO THE SUMMIT
 QZ0675'OF THE HILL AND STATION.
 QZ0675'
 QZ0675'THE 1945 DISTANCES AND DIRECTIONS WERE CHECKED AND FOUND
 QZ0675'TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0910 ***********************************************************************
 RY0910  DESIGNATION -  BRUIN HILL
 RY0910  PID         -  RY0910
 RY0910  STATE/COUNTY-  ID/CLEARWATER
 RY0910  USGS QUAD   -  BRUIN HILL (1994)
 RY0910
 RY0910                         *CURRENT SURVEY CONTROL
 RY0910  ___________________________________________________________________
 RY0910* NAD 83(1992)-  46 45 38.66364(N)    114 54 49.51025(W)     ADJUSTED  
 RY0910* NAVD 88     -      1983.6    (meters)    6508.     (feet)  VERTCON   
 RY0910  ___________________________________________________________________
 RY0910  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 RY0910  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 RY0910
 RY0910  HORZ ORDER  -  THIRD
 RY0910
 RY0910.The horizontal coordinates were established by classical geodetic methods
 RY0910.and adjusted by the National Geodetic Survey in July 1992..
 RY0910
 RY0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0910
 RY0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0910
 RY0910.The geoid height was determined by GEOID03.
 RY0910
 RY0910;                    North         East     Units Scale Factor Converg.
 RY0910;SPC ID W     -   566,337.176   863,880.580   MT  0.99998347   +0 36 33.2
 RY0910;UTM  11      - 5,180,689.983   659,312.669   MT  0.99991196   +1 31 12.5
 RY0910
 RY0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0910!SPC ID W     -   0.99969152  x   0.99998347  =   0.99967499
 RY0910!UTM  11      -   0.99969152  x   0.99991196  =   0.99960350
 RY0910
 RY0910:                Primary Azimuth Mark                     Grid Az
 RY0910:SPC ID W     -  POLLOCK                                  274 45 03.8
 RY0910:UTM  11      -  POLLOCK                                  273 50 24.5
 RY0910
 RY0910|---------------------------------------------------------------------|
 RY0910| PID    Reference Object                     Distance      Geod. Az  |
 RY0910|                                                           dddmmss.s |
 RY0910| RY0912 POLLOCK                             APPROX. 7.0 KM 2752137.0 |
 RY0910|---------------------------------------------------------------------|
 RY0910
 RY0910                          SUPERSEDED SURVEY CONTROL
 RY0910
 RY0910  NAD 83(1986)-  46 45 38.67195(N)    114 54 49.50750(W) AD(       ) 3
 RY0910  NAD 27      -  46 45 38.97093(N)    114 54 46.06890(W) AD(       ) 3
 RY0910  NGVD 29 (07/19/86) 1982.4    (m)         6504.     (f) VERT ANG       
 RY0910
 RY0910.Superseded values are not recommended for survey control.
 RY0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0910.See file dsdata.txt to determine how the superseded data were derived.
 RY0910
 RY0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM5931380690(NAD 83)
 RY0910_MARKER: DS = TRIANGULATION STATION DISK
 RY0910_SETTING: 66 = SET IN ROCK OUTCROP
 RY0910_SP_SET: SET IN ROCK OUTCROP
 RY0910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0910+STABILITY: POSITION/ELEVATION WELL
 RY0910
 RY0910  HISTORY     - Date     Condition        Report By
 RY0910  HISTORY     - 1956     MONUMENTED       USGS
 RY0910  HISTORY     - 1956     GOOD             USGS
 RY0910
 RY0910                          STATION DESCRIPTION
 RY0910
 RY0910'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 RY0910'LOCATED 40 MI. W. OF LOLO, MONTANA, AND 20 MI. NW. OF POWELL RANGER
 RY0910'STATION ON AN OPEN TOP.
 RY0910'
 RY0910'REACHED BY HELICOPTER.
 RY0910'
 RY0910'STATION MARK--A STANDARD TABLET STAMPED---BRUIN HILL 1956--- SET
 RY0910'IN SOLID ROCK OUTCROPPING.
 RY0910'
 RY0910'REFERENCE MARKS--NONE.
 RY0910
 RY0910                          STATION RECOVERY (1956)
 RY0910
 RY0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 RY0910'STATION LOCATED ABOUT 30 MI. DUE S. OF SUPERIOR, MONTANA, AND
 RY0910'ON TOP OF BRUIN HILL WHICH LIES AT THE HEAD OF BEAR CREEK.
 RY0910'REACHED BY HELICOPTER.
 RY0910'
 RY0910'STATION MARK - - STANDARD USGS TABLET, CEMENTED IN A DRILL HOLE
 RY0910'IN BEDROCK, STAMPED--- BRUIN HILL, 1956 ---.
 RY0910'
 RY0910'CENTER OF BRUIN HILL LOOKOUT HOUSE LOCATED 22.7 FT. FROM THE
 RY0910'STATION MARK, N 30 DEG 41 MIN W.
 RY0910'
 RY0910'REFERENCE MARKS - - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1425 ***********************************************************************
 RA1425  DESIGNATION -  BRUIN MTN
 RA1425  PID         -  RA1425
 RA1425  STATE/COUNTY-  ID/IDAHO
 RA1425  USGS QUAD   -  HAZARD LAKE (1963)
 RA1425
 RA1425                         *CURRENT SURVEY CONTROL
 RA1425  ___________________________________________________________________
 RA1425* NAD 83(1992)-  45 09 50.02451(N)    116 07 35.34594(W)     ADJUSTED  
 RA1425* NAVD 88     -      2624.7    (meters)    8611.     (feet)  VERTCON   
 RA1425  ___________________________________________________________________
 RA1425  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 RA1425  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 RA1425
 RA1425  HORZ ORDER  -  THIRD
 RA1425
 RA1425.The horizontal coordinates were established by classical geodetic methods
 RA1425.and adjusted by the National Geodetic Survey in July 1992..
 RA1425
 RA1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1425
 RA1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1425
 RA1425.The geoid height was determined by GEOID03.
 RA1425
 RA1425;                    North         East     Units Scale Factor Converg.
 RA1425;SPC ID W     -   388,588.185   770,402.075   MT  0.99994410   -0 16 01.1
 RA1425;UTM  11      - 5,001,528.503   568,649.776   MT  0.99965795   +0 37 10.0
 RA1425
 RA1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1425!SPC ID W     -   0.99959093  x   0.99994410  =   0.99953505
 RA1425!UTM  11      -   0.99959093  x   0.99965795  =   0.99924902
 RA1425
 RA1425                          SUPERSEDED SURVEY CONTROL
 RA1425
 RA1425  NAD 83(1991)-  45 09 50.02479(N)    116 07 35.34243(W) AD(       ) 3
 RA1425  NGVD 29 (11/04/91) 2623.4    (m)         8607.     (f) VERT ANG       
 RA1425
 RA1425.Superseded values are not recommended for survey control.
 RA1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1425.See file dsdata.txt to determine how the superseded data were derived.
 RA1425
 RA1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6865001529(NAD 83)
 RA1425_MARKER: DD = SURVEY DISK
 RA1425_SETTING: 66 = SET IN ROCK OUTCROP
 RA1425_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RA1425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1425+STABILITY: POSITION/ELEVATION WELL
 RA1425
 RA1425  HISTORY     - Date     Condition        Report By
 RA1425  HISTORY     - 1962     MONUMENTED       USGS
 RA1425
 RA1425                          STATION DESCRIPTION
 RA1425
 RA1425'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RA1425'LOCATED ABOUT 17.5 MI. (AIRLINE) N. OF MCCALL, 6 MI. NW. OF DAM AT
 RA1425'UPPER PAYETTE LAKE, 2.5 MI. ESE. OF HARD CREEK GUARD STATION, 1.5 MI.
 RA1425'SE. OF UPPER HAZARD LAKE, AND 1.75 MI. SSW. OF HIGHEST TOP OF BRUIN
 RA1425'MOUNTAIN.  THE STATION IS ON THE HIGHEST TOP OF A LONG, ROCKY RIDGE
 RA1425'RUNNING W. AND THEN S. FROM BRUIN MOUNTAIN.  THE STATION IS 10 FT. W.
 RA1425'OF THE EDGE OF A SHARP DROP INTO A LARGE CIRQUE BETWEEN THE STATION
 RA1425'AND BRUIN MOUNTAIN.
 RA1425'
 RA1425'STATION REACHED BY HELICOPTER.
 RA1425'
 RA1425'THE STATION MAY BE REACHED FROM MCCALL AS FOLLOWS -- FROM THE POST
 RA1425'OFFICE AT MCCALL, DRIVE W. ALONG STATE HIGHWAY 15 FOR 2.9 MI. TO A RD.
 RA1425'ON THE RIGHT, TURN RIGHT AND FOLLOW THE RD. N. TOWARD BRUNDAGE
 RA1425'MOUNTAIN 2 MI. TO A RD. FORK, TAKE THE RIGHT FORK AND FOLLOW THE RD.
 RA1425'N. 4.2 MI. TO A RD. FORK, CONTINUE STRAIGHT (N.) ALONG RD. TOWARD
 RA1425'GRANITE LAKE 9.5 MI. TO A RD. FORK LEFT, TAKE RIGHT FORK AND FOLLOW
 RA1425'RD. N. AND E. 3 MI. TO FISHER CREEK, FOLLOW MAIN TRAVELED RD. N. UP
 RA1425'FISHER CREEK 13 MI. TO DIVIDE BETWEEN FISHER CREEK AND LITTLE FRENCH
 RA1425'CREEK AND END OF TRUCK TRAVEL, PACK W. 1.5 MI. TO TOP OF PROMINENT
 RA1425'RIDGE RUNNING N-S., FOLLOW TOP OF RIDGE ABOUT 1 MI. TO A PROMINENT
 RA1425'ROCKY TOP AND STATION.
 RA1425'
 RA1425'STATION MARK--STANDARD TABLET STAMPED---BRUIN MTN 1962---, CEMENTED
 RA1425'IN A DRILLED HOLE IN SOLID ROCK.
 RA1425'
 RA1425'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---NO 1---,
 RA1425'CEMENTED IN A DRILLED HOLE IN SOLID ROCK, 8.10 FT. FROM AND THE SAME
 RA1425'ELEVATION AS STATION 07 DEGREES 05 MINUTES 44 SECONDS NW.
 RA1425'
 RA1425'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---NO 2---,
 RA1425'CEMENTED IN A DRILLED HOLE IN SOLID ROCK, 15.30 FT. FROM AND 5 FT.
 RA1425'LOWER THAN STATION 71 DEGREES 17 MINUTES 31 SECONDS NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1295 ***********************************************************************
 RA1295  DESIGNATION -  BRUNDAGE
 RA1295  PID         -  RA1295
 RA1295  STATE/COUNTY-  ID/ADAMS
 RA1295  USGS QUAD   -  BRUNDAGE MTN (1963)
 RA1295
 RA1295                         *CURRENT SURVEY CONTROL
 RA1295  ___________________________________________________________________
 RA1295* NAD 83(1999)-  45 00 08.84612(N)    116 08 05.26627(W)     ADJUSTED  
 RA1295* NAVD 88     -      2303.0    (meters)    7556.     (feet)  GPS OBS   
 RA1295  ___________________________________________________________________
 RA1295  X           -  -1,990,556.250 (meters)                     COMP
 RA1295  Y           -  -4,056,992.629 (meters)                     COMP
 RA1295  Z           -   4,489,159.614 (meters)                     COMP
 RA1295  LAPLACE CORR-           8.13  (seconds)                    DEFLEC99
 RA1295  ELLIP HEIGHT-        2288.26  (meters)          (05/11/01) GPS OBS
 RA1295  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 RA1295
 RA1295  HORZ ORDER  -  FIRST
 RA1295  ELLP ORDER  -  FOURTH    CLASS I
 RA1295
 RA1295.The horizontal coordinates were established by GPS observations
 RA1295.and adjusted by the National Geodetic Survey in May 2001..
 RA1295.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RA1295.DATUM ITEM on the data sheet items page.
 RA1295
 RA1295.The orthometric height was determined by GPS observations and a
 RA1295.high-resolution geoid model.
 RA1295
 RA1295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RA1295
 RA1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1295
 RA1295.The ellipsoidal height was determined by GPS observations
 RA1295.and is referenced to NAD 83.
 RA1295
 RA1295.The geoid height was determined by GEOID03.
 RA1295
 RA1295;                    North         East     Units Scale Factor Converg.
 RA1295;SPC ID W     -   370,651.257   769,663.358   MT  0.99994465   -0 16 19.6
 RA1295;UTM  11      - 4,983,587.450   568,188.384   MT  0.99965717   +0 36 42.6
 RA1295
 RA1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1295!SPC ID W     -   0.99964136  x   0.99994465  =   0.99958603
 RA1295!UTM  11      -   0.99964136  x   0.99965717  =   0.99929865
 RA1295
 RA1295|---------------------------------------------------------------------|
 RA1295| PID    Reference Object                     Distance      Geod. Az  |
 RA1295|                                                           dddmmss.s |
 RA1295| RA1294 BRUNDAGE MOUNTAIN LOH                39.098 METERS 00725     |
 RA1295| QB1259 MCCALL MUNICIPAL TANK               APPROX.10.6 KM 1630057.0 |
 RA1295| CH6530 BRUNDAGE AZ MK                                     1645252.5 |
 RA1295| CH6531 BRUNDAGE RM 1                         4.737 METERS 21156     |
 RA1295| CH6532 BRUNDAGE RM 2                         7.382 METERS 31819     |
 RA1295|---------------------------------------------------------------------|
 RA1295
 RA1295                          SUPERSEDED SURVEY CONTROL
 RA1295
 RA1295  NAD 83(1992)-  45 00 08.84413(N)    116 08 05.26532(W) AD(       ) 1
 RA1295  ELLIP H (12/10/98) 2288.32   (m)                       GP(       ) 3 2
 RA1295  NAD 83(1992)-  45 00 08.84333(N)    116 08 05.25787(W) AD(       ) 1
 RA1295  NAD 83(1986)-  45 00 08.84406(N)    116 08 05.25603(W) AD(       ) 1
 RA1295  NAD 27      -  45 00 09.23011(N)    116 08 01.80214(W) AD(       ) 1
 RA1295  NGVD 29 (07/19/86) 2301.6    (m)         7551.     (f) VERT ANG       
 RA1295
 RA1295.Superseded values are not recommended for survey control.
 RA1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1295.See file dsdata.txt to determine how the superseded data were derived.
 RA1295
 RA1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK6818883587(NAD 83)
 RA1295_MARKER: DS = TRIANGULATION STATION DISK
 RA1295_SETTING: 66 = SET IN ROCK OUTCROP
 RA1295_SP_SET: SET IN ROCK OUTCROP
 RA1295_STAMPING: BRUNDAGE 1959
 RA1295_MARK LOGO: CGS   
 RA1295_PROJECTION: FLUSH
 RA1295_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA1295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1295+STABILITY: POSITION/ELEVATION WELL
 RA1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA1295+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1994
 RA1295
 RA1295  HISTORY     - Date     Condition        Report By
 RA1295  HISTORY     - 1959     MONUMENTED       CGS
 RA1295  HISTORY     - 1962     GOOD             USGS
 RA1295  HISTORY     - 1966     GOOD             CGS
 RA1295  HISTORY     - 19940601 GOOD             IDTD
 RA1295
 RA1295                          STATION DESCRIPTION
 RA1295
 RA1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 RA1295'THE STATION IS LOCATED ABOUT 8-1/2 MILES AIRLINE, EAST-NORTHEAST OF
 RA1295'NEW MEADOWS, 8-1/2 MILES AIRLINE, NORTH-NORTHWEST OF MCCALL AND AT
 RA1295'THE SOUTHERN IDAHO TIMBER PROTECTIVE ASSOCIATION BRUNDAGE MOUNTAIN
 RA1295'LOOKOUT HOUSE.
 RA1295'
 RA1295'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MCCALL, GO NORTH ON
 RA1295'STATE HIGHWAY 15 FOR 0.05 MILE TO A CROSS STREET, (STATE HIGHWAY 15
 RA1295'TURNS LEFT, WEST.) TURN LEFT AND FOLLOW STATE HIGHWAY 15 WEST FOR
 RA1295'2.4 MILE TO A SIDE ROAD ON THE RIGHT AT A SIGN BRUNDAGE L.0. 8.
 RA1295'TURN RIGHT AND GO NORTHERLY FOR 6.55 MILES TO A FORK AT A SIGN
 RA1295'BRUNDAGE L.O. - MCCALL.  TURN LEFT AND GO 0.5 MILE TO A
 RA1295'SWITCHBACK AT SADDLE, AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 RA1295'UPGRADE FROM 0.4 MILE TO THE TOP OF A MOUNTAIN AND THE STATION.
 RA1295'
 RA1295'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED BRUNDAGE 1959,
 RA1295'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  MARK IS IN THE
 RA1295'CENTER OF A TRAFFIC CIRCLE JUST SOUTH OF THE LOOKOUT HOUSE.
 RA1295'
 RA1295'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED BRUNDAGE
 RA1295'NO 1 1959, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 RA1295'PROJECTS 1 FOOT ABOVE GROUND LEVEL.  MARK IS ALSO IN THE TRAFFIC
 RA1295'CIRCLE.
 RA1295'
 RA1295'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED BRUNDAGE
 RA1295'NO 2 1959, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 RA1295'FLUSH WITH GROUND LEVEL.  MARK IS ALSO IN THE TRAFFIC CIRCLE.
 RA1295'
 RA1295'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED BRUNDAGE 1959,
 RA1295'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  MARK IS 225 FEET
 RA1295'SOUTH OF THE ROAD LEADING TO THE STATION, AT THE BASE OF A ROCKY
 RA1295'OUTCROPPING, 3 FEET WEST OF A 2 FOOT CAIRN.
 RA1295'
 RA1295'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 RA1295
 RA1295                          STATION RECOVERY (1962)
 RA1295
 RA1295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RA1295'NOTE BY USGS, 1962--STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD
 RA1295'CONDITION.
 RA1295'
 RA1295'RECOVERED BY NGS IN 1966.  DESCRIPTION AND POSITION LISTED IN NGS
 RA1295'QUAD 45116-2, STATION 1041.
 RA1295'
 RA1295'STATION MARK--A STANDARD BRONZE DISK STAMPED---BRUNDAGE 1959---,
 RA1295'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 RA1295
 RA1295                          STATION RECOVERY (1966)
 RA1295
 RA1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 RA1295'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 RA1295'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE 1959
 RA1295'DESCRIPTION IS ADEQUATE.
 RA1295'
 RA1295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES NNW OF
 RA1295'MCCALL.
 RA1295
 RA1295                          STATION RECOVERY (1994)
 RA1295
 RA1295'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (DSS)
 RA1295'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 RA1295'RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN THE AREA A NEW TO
 RA1295'REACH FOLLOWS.  REACHED FROM THE HOTEL MCCALL AND THE BLINKING LIGHT
 RA1295'IN MCCALL ON STATE HIGHWAY 55.  GO WEST ON STATE HIGHWAY 55 FOR 2.4 MI
 RA1295'(3.9 KM) TO A SIDE ROAD RIGHT AND SIGN BRUNDAGE L.O.  9, TURN RIGHT
 RA1295'AND GO NORTHERLY ON A DIRT ROAD FOR 7.1 MI (11.4 KM) TO A FORK AND A
 RA1295'SIGN BRUNDAGE L.O..  TAKE LEFT FORK AND GO 0.5 MI (0.8 KM) TO A
 RA1295'SWITCHBACK AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE UPGRADE FOR 0.5
 RA1295'MI (0.8 KM) TO THE TOP OF THE MOUNTAIN AND THE STATION AS DESCRIBED IN
 RA1295'1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1424 ***********************************************************************
 RA1424  DESIGNATION -  BRUNDAGE
 RA1424  PID         -  RA1424
 RA1424  STATE/COUNTY-  ID/ADAMS
 RA1424  USGS QUAD   -  BRUNDAGE MTN (1963)
 RA1424
 RA1424                         *CURRENT SURVEY CONTROL
 RA1424  ___________________________________________________________________
 RA1424* NAD 83(1992)-  45 01 16.93315(N)    116 07 42.24815(W)     ADJUSTED  
 RA1424* NAVD 88     -      2379.6    (meters)    7807.     (feet)  VERTCON   
 RA1424  ___________________________________________________________________
 RA1424  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 RA1424  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 RA1424
 RA1424  HORZ ORDER  -  THIRD
 RA1424
 RA1424.The horizontal coordinates were established by classical geodetic methods
 RA1424.and adjusted by the National Geodetic Survey in July 1992..
 RA1424
 RA1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1424
 RA1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1424
 RA1424.The geoid height was determined by GEOID03.
 RA1424
 RA1424;                    North         East     Units Scale Factor Converg.
 RA1424;SPC ID W     -   372,750.589   770,177.260   MT  0.99994427   -0 16 03.6
 RA1424;UTM  11      - 4,985,693.857   568,669.695   MT  0.99965798   +0 36 59.6
 RA1424
 RA1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1424!SPC ID W     -   0.99962935  x   0.99994427  =   0.99957364
 RA1424!UTM  11      -   0.99962935  x   0.99965798  =   0.99928745
 RA1424
 RA1424                          SUPERSEDED SURVEY CONTROL
 RA1424
 RA1424  NAD 83(1986)-  45 01 16.92556(N)    116 07 42.24295(W) AD(       ) 3
 RA1424  NGVD 29 (09/26/91) 2378.4    (m)         7803.     (f) VERT ANG       
 RA1424
 RA1424.Superseded values are not recommended for survey control.
 RA1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1424.See file dsdata.txt to determine how the superseded data were derived.
 RA1424
 RA1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK6867085694(NAD 83)
 RA1424_MARKER: DD = SURVEY DISK
 RA1424_SETTING: 66 = SET IN ROCK OUTCROP
 RA1424_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RA1424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1424+STABILITY: POSITION/ELEVATION WELL
 RA1424
 RA1424  HISTORY     - Date     Condition        Report By
 RA1424  HISTORY     - 1921     MONUMENTED       USGS
 RA1424  HISTORY     - 1953     GOOD             USGS
 RA1424  HISTORY     - 1962     GOOD             USGS
 RA1424  HISTORY     - 19970830 MARK NOT FOUND   IDTD
 RA1424
 RA1424                          STATION DESCRIPTION
 RA1424
 RA1424'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 RA1424'RECOVERED AS DESCRIBED BY USGS IN 1953.
 RA1424'
 RA1424'NOTE BY USGS, 1962--STATION MARK TABLET WAS UNSTAMPED---IT IS NOW
 RA1424'STAMPED---BRUNDAGE 1921---.  ALL MARKS IN GOOD CONDITION.
 RA1424
 RA1424                          STATION RECOVERY (1962)
 RA1424
 RA1424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RA1424'RECOVERED BY USGS IN 1953 AS FOLLOWS
 RA1424'
 RA1424'LOCATED ABOUT 8.0 MI. NW. OF MCCALL, ABOUT 1.0 MI. N. OF BRUNDAGE L.O.
 RA1424'ON HIGHEST POINT OF BRUNDAGE MOUNTAIN.
 RA1424'
 RA1424'TO REACH FROM MCCALL, DRIVE W. ON STATE HIGHWAY 15 FOR 2.7 MI. TO TOP
 RA1424'OF RD. JUNCTION, TAKE RIGHT FORK 7.6 MI. TO RD. JUNCTION, TAKE LEFT
 RA1424'FORK 0.5 MI. TO BRUNDAGE L.O., THENCE N. ALONG RIDGE ABOUT 1.0 MI. TO
 RA1424'HIGHEST POINT OF MOUNTAIN AND STATION.
 RA1424'
 RA1424'STATION MARK--STANDARD TABLET STAMPED---BRUNDAGE 1921---, CEMENTED
 RA1424'IN ROCK.
 RA1424'
 RA1424'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 RA1424'1953---, CEMENTED IN ROCK, 39.51 FT. FROM STATION MARK
 RA1424'9 DEGREES 31 MINUTES SW.
 RA1424'
 RA1424'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 RA1424'1953---, CEMENTED IN GRANITE BOULDER, 29.42 FT. FROM STATION MARK
 RA1424'42 DEGREES 24 MINUTES NW.
 RA1424'
 RA1424'NOTE BY USGS, 1962--STATION MARK TABLET WAS UNSTAMPED.  IT IS NOW
 RA1424'STAMPED---BRUNDAGE 1921 1953---.  ALL MARKS IN GOOD CONDITION.
 RA1424
 RA1424                          STATION RECOVERY (1997)
 RA1424
 RA1424'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (DSS)
 RA1424'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1294 ***********************************************************************
 RA1294  DESIGNATION -  BRUNDAGE MOUNTAIN LOH
 RA1294  PID         -  RA1294
 RA1294  STATE/COUNTY-  ID/VALLEY
 RA1294  USGS QUAD   -  BRUNDAGE MTN (1963)
 RA1294
 RA1294                         *CURRENT SURVEY CONTROL
 RA1294  ___________________________________________________________________
 RA1294* NAD 83(1992)-  45 00 10.09928(N)    116 08 05.02740(W)     ADJUSTED  
 RA1294* NAVD 88     -      2315.     (meters)    7595.     (feet)  VERTCON   
 RA1294  ___________________________________________________________________
 RA1294  LAPLACE CORR-           8.13  (seconds)                    DEFLEC99
 RA1294  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 RA1294
 RA1294  HORZ ORDER  -  SECOND
 RA1294
 RA1294.The horizontal coordinates were established by classical geodetic methods
 RA1294.and adjusted by the National Geodetic Survey in July 1992..
 RA1294
 RA1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1294
 RA1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1294
 RA1294.The geoid height was determined by GEOID03.
 RA1294
 RA1294;                    North         East     Units Scale Factor Converg.
 RA1294;SPC ID W     -   370,689.914   769,668.772   MT  0.99994464   -0 16 19.4
 RA1294;UTM  11      - 4,983,626.175   568,193.201   MT  0.99965718   +0 36 42.8
 RA1294
 RA1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1294!SPC ID W     -   0.99963945  x   0.99994464  =   0.99958411
 RA1294!UTM  11      -   0.99963945  x   0.99965718  =   0.99929675
 RA1294
 RA1294                          SUPERSEDED SURVEY CONTROL
 RA1294
 RA1294  NAD 83(1986)-  45 00 10.10001(N)    116 08 05.02556(W) AD(       ) 2
 RA1294  NAD 27      -  45 00 10.48615(N)    116 08 01.57203(W) AD(       ) 2
 RA1294  NGVD 29 (07/19/86) 2314.     (m)         7592.     (f) VERT ANG       
 RA1294
 RA1294.Superseded values are not recommended for survey control.
 RA1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1294.See file dsdata.txt to determine how the superseded data were derived.
 RA1294
 RA1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK6819383626(NAD 83)
 RA1294_MARKER: 73 = LOOKOUT HOUSE
 RA1294
 RA1294  HISTORY     - Date     Condition        Report By
 RA1294  HISTORY     - 1959     FIRST OBSERVED   CGS
 RA1294  HISTORY     - 1966     GOOD             CGS
 RA1294
 RA1294                          STATION DESCRIPTION
 RA1294
 RA1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 RA1294'A TWO STORY 20 X 20 FOOT SQUARE LOG STRUCTURE, CONSTRUCTED BY THE
 RA1294'SOUTHERN IDAHO TIMBER PROTECTIVE ASSOCIATION.  STRUCTURE IS SILVER
 RA1294'IN COLOR AND THE BASE OF THE LOOKOUT HOUSE IS USED AS A STORE ROOM.
 RA1294'
 RA1294'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MCCALL, GO NORTH ON
 RA1294'STATE HIGHWAY 15 FOR 0.05 MILE TO A CROSS STREET, (STATE HIGHWAY 15
 RA1294'TURNS LEFT, WEST.) TURN LEFT AND FOLLOW STATE HIGHWAY 15 WEST FOR
 RA1294'2.4 MILE TO A SIDE ROAD ON THE RIGHT AT A SIGN BRUNDAGE L.0. 8.
 RA1294'TURN RIGHT AND GO NORTHERLY FOR 6.55 MILES TO A FORK AT A SIGN
 RA1294'BRUNDAGE L.O. - MCCALL.  TURN LEFT AND GO 0.5 MILE TO A
 RA1294'SWITCHBACK AT SADDLE, AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 RA1294'UPGRADE FROM 0.4 MILE TO THE TOP OF A MOUNTAIN AND THE STATION.
 RA1294
 RA1294                          STATION RECOVERY (1966)
 RA1294
 RA1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 RA1294'STATION IS LOCATED ABOUT 8-1/2 MILES EAST-NORTH EAST OF NEW MEADOWS,
 RA1294'8-1/2 MILES NORTH-NORTHWEST OF MCCALL AND ON A POINT LOCALLY KNOWN
 RA1294'AS BRUNDAGE MOUNTAIN.
 RA1294'
 RA1294'TO REACH FROM THE MAIN INTERSECTION IN MCCALL, GO WEST ON MAIN STREET
 RA1294'FOR 1.2 MILES TO A SIDE ROAD RIGHT AND SIGN BRUNDAGE L.O. 8, TURN
 RA1294'RIGHT AND FOLLOW BLADED ROAD NORTHERLY FOR 6.55 MILES TO A FORK,
 RA1294'KEEP THE LEFT FORK AND CONTINUE NORTH FOR 0.9 MILE TO THE LOOKOUT
 RA1294'HOUSE AND STATION.
 RA1294'
 RA1294'THE POINT INTERSECTED WAS THE TOP CENTER OF THE LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1207 ***********************************************************************
 NV1207  DESIGNATION -  BRUNEAU
 NV1207  PID         -  NV1207
 NV1207  STATE/COUNTY-  ID/OWYHEE
 NV1207  USGS QUAD   -  BRUNEAU (1992)
 NV1207
 NV1207                         *CURRENT SURVEY CONTROL
 NV1207  ___________________________________________________________________
 NV1207* NAD 83(1992)-  42 53 08.49858(N)    115 46 16.99632(W)     ADJUSTED  
 NV1207* NAVD 88     -       914.9    (meters)    3002.     (feet)  VERTCON   
 NV1207  ___________________________________________________________________
 NV1207  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 NV1207  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 NV1207
 NV1207  HORZ ORDER  -  SECOND
 NV1207
 NV1207.The horizontal coordinates were established by classical geodetic methods
 NV1207.and adjusted by the National Geodetic Survey in July 1992..
 NV1207
 NV1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1207
 NV1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1207
 NV1207.The geoid height was determined by GEOID03.
 NV1207
 NV1207;                    North         East     Units Scale Factor Converg.
 NV1207;SPC ID W     -   135,399.115   798,252.900   MT  0.99993337   -0 00 52.4
 NV1207;UTM  11      - 4,748,853.545   600,328.164   MT  0.99972383   +0 50 10.3
 NV1207
 NV1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1207!SPC ID W     -   0.99985917  x   0.99993337  =   0.99979255
 NV1207!UTM  11      -   0.99985917  x   0.99972383  =   0.99958304
 NV1207
 NV1207|---------------------------------------------------------------------|
 NV1207| PID    Reference Object                     Distance      Geod. Az  |
 NV1207|                                                           dddmmss.s |
 NV1207| CD4344 BRUNEAU RM 2                         12.583 METERS 17547     |
 NV1207| CD4343 BRUNEAU RM 1                         13.716 METERS 27003     |
 NV1207| CD4342 BRUNEAU AZ MK                                      3323621.8 |
 NV1207|---------------------------------------------------------------------|
 NV1207
 NV1207                          SUPERSEDED SURVEY CONTROL
 NV1207
 NV1207  NAD 83(1986)-  42 53 08.49925(N)    115 46 16.99331(W) AD(       ) 2
 NV1207  NAD 27      -  42 53 08.87300(N)    115 46 13.68700(W) AD(       ) 2
 NV1207  NGVD 29 (07/19/86)  914.0    (m)         2999.     (f) VERT ANG       
 NV1207
 NV1207.Superseded values are not recommended for survey control.
 NV1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1207.See file dsdata.txt to determine how the superseded data were derived.
 NV1207
 NV1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0032848854(NAD 83)
 NV1207_MARKER: DS = TRIANGULATION STATION DISK
 NV1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1207_STAMPING: BRUNEAU 1945
 NV1207_MARK LOGO: CGS   
 NV1207_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1207+STABILITY: SURFACE MOTION
 NV1207
 NV1207  HISTORY     - Date     Condition        Report By
 NV1207  HISTORY     - 1945     MONUMENTED       CGS
 NV1207  HISTORY     - 1946     SEE DESCRIPTION  USGS
 NV1207  HISTORY     - 1961     SEE DESCRIPTION  CGS
 NV1207  HISTORY     - 1983     GOOD             LOCENG
 NV1207  HISTORY     - 19840918 GOOD             NGS
 NV1207
 NV1207                          STATION DESCRIPTION
 NV1207
 NV1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1207'STATION IS LOCATED ON A POINT OF BLUFF OF TABLELAND OVERLOOKING
 NV1207'THE TOWN OF BRUNEAU FROM THE E.  IT IS ABOUT 1 MILE E OF
 NV1207'BRUNEAU AND 0.5 MILE SE OF THE GRADED ROAD LEADING FROM MOUNTAIN
 NV1207'HOME AT A POINT WHERE IT STARTS DOWNGRADE TOWARD BRUNEAU.  IT
 NV1207'IS 53 METERS N OF THE TOP OF THE POINT, ABOUT MIDWAY BETWEEN
 NV1207'THE DROP-OFFS TO THE E AND W, AND AT THE S TIP OF GROWTH OF
 NV1207'HEAVY SAGEBRUSH.
 NV1207'
 NV1207'STATION MARK IS A BRONZE STATION DISK SET IN A BLOCK OF CONCRETE
 NV1207'PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS STAMPED BRUNEAU
 NV1207'1944.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 NV1207'CONCRETE.
 NV1207'
 NV1207'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BURIED
 NV1207'BOULDER ABOUT 12 INCHES IN DIAMETER AND PROJECTING ABOUT 2
 NV1207'INCHES.  IT IS STAMPED BRUNEAU NO 1 1944 AND IS 4 METERS E
 NV1207'OF THE W EDGE OF THE BLUFF.
 NV1207'
 NV1207'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BURIED
 NV1207'BOULDER 12 BY 18 INCHESE AND PROJECTING 2 INCHES ABOVE THE
 NV1207'GROUND.  IT IS STAMPED BRUNEAU NO 2 1944 AND IS 9 METERS
 NV1207'W OF THE E EDGE OF THE BLUFF.
 NV1207'
 NV1207'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER ABOUT
 NV1207'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS
 NV1207'STAMPED BRUNEAU 1944.  IT IS 9 METERS W OF THE CENTER LINE
 NV1207'OF THE BRUNEAU-MOUNTAIN HOME HIGHWAY, 4.6 METERS NW OF THE
 NV1207'SIGN SLOW SHARP CURVES KEEP TO RIGHT, AND 1 METER N OF A
 NV1207'WHITE WOODEN WITNESS POST.  IT IS AT THE POINT WHERE THE HIGHWAY
 NV1207'STARTS DOWNGRADE TOWARDS BRUNEAU.
 NV1207'
 NV1207'TO REACH STATION FROM THE SNAKE RIVER BRIDGE, GO ON THE
 NV1207'MOUNTAIN HOME-BRUNEAU HIGHWAY S 0.4 MILE TO JUNCTION WITH ROAD
 NV1207'ON LEFT LEADING TO HAMMETT.  KEEP STRAIGHT AHEAD, TOWARD BRUNEAU,
 NV1207'3.6 MILES TO START OF DOWNGRADE AND SIGN AND AZIMUTH MARK
 NV1207'ON RIGHT (ABOUT 1-1/2 MILES FROM BRUNEAU).  THEN CONTINUE
 NV1207'STRAIGHT AHEAD, HIGHWAY BEARS TO RIGHT, AND FOLLOW TRACK ROAD SE
 NV1207'0.4 MILE TO A FORK.  TAKE RIGHT FORK AND CONTINUE 0.2 MILE.
 NV1207'THEN TURN RIGHT AND FOLLOW TRUCK TRACK SW ACROSS COUNTRY 0.15
 NV1207'MILE TO POINT OF BLUFF AND LOCATION OF STATION.
 NV1207
 NV1207                          STATION RECOVERY (1946)
 NV1207
 NV1207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 NV1207'STATION MARK--BRONZE STATION DISK SET IN A BLOCK OF CONCRETE,
 NV1207'PROJECTING 4 IN. ABOVE THE GROUND.  IT IS STAMPED---BRUNEAU 1944---.
 NV1207
 NV1207                          STATION RECOVERY (1961)
 NV1207
 NV1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 NV1207'THE STATION MARK AND THE REFERENCE MARKS 1 AND 2 WERE RECOVERED
 NV1207'AS DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 NV1207'RECOVERED.  THE STATION WAS NOT VISITED BY AN OBSERVING PARTY.
 NV1207
 NV1207                          STATION RECOVERY (1983)
 NV1207
 NV1207'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 NV1207'BRUNEAU 1944 RECOVERED GOOD.
 NV1207'
 NV1207'R.M. 1 (STPD. BRUNEAU NO 1 1944) AND AZI. MK. (STPD. BRUNEAU 1944)
 NV1207'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  2/3 OF DISK,
 NV1207'INCLUDING EXACT CENTER, OF R.M. 2 HAS BEEN TORN AWAY.  REMAINDER IS
 NV1207'FIRM.  DIST. FROM R.M. 1 TO R.M. 2 (63.29 FEET) CHECKS.  PLACED
 NV1207'ORANGE SIGN POST 4.4 FEET SE OF STA. MK.  ERECTED SMALL ROCK
 NV1207'CAIRN, VISIBLE FROM GRADED RD., 2 FEET W. OF AZI. MK.  TO REACH
 NV1207'STA. FROM INTERSECTION OF STATE HWY. 51 AND HOT SPRINGS RD. AT E.
 NV1207'EDGE OF BRUNEAU, GO SE ON HOT SPRINGS RD. ABOUT 300 FEET TO
 NV1207'CEMETERY RD. ON LT.  TURN LT. (NE) FOR 0.4 MI. TO OLD GRADED RD.
 NV1207'ON LT.  TURN LT.  (N) AND FOLLOW OLD GRADED RD N AND E UP GRADE
 NV1207'FOR 1.2 MI. TO LEVEL OF MESA AND TRACK RD. ON PT. COMING IN FROM
 NV1207'SSE.  THE AZI. MK. IS ABT. 200 FEET NNW OF THIS PT. AND 30 FEET
 NV1207'WSW OF CTR OF GRADED RD.  TURN HARD RT. (SSE) AND FOLLOW TRACK RD.
 NV1207'SE FOR 0.4 MI.  TURN RT.  (S) AND GO ACROSS COUNTRY FOR 0.3 MI.
 NV1207'TO EDGE OF MESA AND STATION.
 NV1207
 NV1207                          STATION RECOVERY (1984)
 NV1207
 NV1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NV1207'THE STATION, AZ MK AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2
 NV1207'WAS DESTROYED BY VANDALS, RM 3 WAS ESTABLISHED AT THIS TIME.  THE
 NV1207'DISTANCE TO RM 1 DIFFERS BY 0.005 METERS.  (0.016 FT) THE STATION IS
 NV1207'LOCATED ON A POINT OF BLUFF OF TABLELAND OVERLOOKING THE TOWN OF
 NV1207'BRUNEAU.  IT IS ABOUT 1.6 KM (1.00 MI) E OF BRUNEAU.  TO REACH THE
 NV1207'STATION FROM THE INTERSECTION OF HOT SPRINGS ROAD AND HWY 78.  GO E ON
 NV1207'HWY 78 FOR 2.1 MILES (3.4 KM) TURN RIGHT ON A GRAVEL ROAD (ABOUT A 45
 NV1207'DEGREE TURN) AND GO 0.1 MILE (0.2 KM) TO A CROSSROAD, CONTINUE TURN
 NV1207'RIGHT AND GO 0.8 MILE (1.3 KM) TO A POWERLINE CROSSING, CONTINUE ON
 NV1207'0.25 MILE (0.40 KM) TO AZ MK ON THE RIGHT, CONTINUE ON FOR 0.05 MILE
 NV1207'(0.08 KM) TO A ROAD FORK, TURN LEFT AND GO 0.3 MILE (0.5 KM) TO A
 NV1207'TRACK ROAD RIGHT, TURN RIGHT AND GO 0.3 MILE (0.5 KM) TO STATION AT
 NV1207'EDGE OF BLUFF.
 NV1207' 
 NV1207'THE STATION IS A STANDARD CGS DISK STAMPED---BRUNEAU 1944---, SET INTO
 NV1207'THE TOP OF A SQUARE CONCRETE MOUNMENT, 25 CM ON SIDE, PROJECTING 15 CM
 NV1207'ABOVE THE GROUND. THE STATION IS LOCATED 55 METERS (180.4 FT) E FROM
 NV1207'THE W END OF BLUFF, 25 METERS (82.0 FT) N FROM THE S EDGE OF THE
 NV1207'POINT, 1.3 METERS (4.3 FT) N FROM A WITNESS POST.  RM NO 1, IS A
 NV1207'STANDARD CGS DISK STAMPED---BRUNEAU NO 1 1944---, SET INTO PARTIALLY
 NV1207'EXPOSED BOULDER OF 0.4 METERS (1.3 FT) LARGES DIMENSION.  THE STATION
 NV1207'IS LOCATED 15.0 METERS (49.2 FT) NW FROM A WITNESS POST, 3 METERS (9.8
 NV1207'FT) E FROM THE TOP EDGE OF BLUFF, 0.3 METERS (1.0 FT) LOWER THAN THE
 NV1207'STATION.  RM NO 3, IS A STANDARD NGS DISK STAMPED---BRUNEAU 1945 NO 3
 NV1207'1984---, SET INTO PARTIALLY EXPOSED BOULDER OF 0.5 METERS (1.6 FT)
 NV1207'LARGEST DIMENSION.  THE STATION IS LOCATED 12.2 METERS (40.0 FT) SW
 NV1207'FROM A WITNESS POST, 7 METERS (23.0 FT) N FROM THE TOP EDGE OF THE
 NV1207'BLUFF, AND 0.4 METERS (1.3 FT) LOWER THAN THE STATION. AZ MK NO 1, IS
 NV1207'A STANDARD CGS DISK STAMPED---BRUNEAU 1944---, SET INTO A PARTIALLY
 NV1207'EXPOSED BOULDER OF 0.3 METERS (1.0 FT) LARGEST DIMENSION.  THE STATION
 NV1207'IS LOCATED 55 METERS (180.4 FT) N FROM A ROAD FORK, 8.9 METERS (29.2
 NV1207'FT) W FOM THE CENTERLINE OF A TRACK ROAD, 0.8 METERS (2.6 FT) S FROM A
 NV1207'WITNESS POST.  TO REACH THE AZ MK FROM THE STATION GO NE ACCROSS
 NV1207'COUNTRY 0.3 MILE (0.5 KM) TO A TRACK ROAD. TURN LEFT AND GO 0.3 MILE
 NV1207'(0.5 KM) TO A ROAD FORK.  MARK IS 55 METERS (180.4 FT) N OF THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1669 ***********************************************************************
 NU1669  DESIGNATION -  BRUSH
 NU1669  PID         -  NU1669
 NU1669  STATE/COUNTY-  ID/CASSIA
 NU1669  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU1669
 NU1669                         *CURRENT SURVEY CONTROL
 NU1669  ___________________________________________________________________
 NU1669* NAD 83(1992)-  42 30 13.53593(N)    113 23 37.31365(W)     ADJUSTED  
 NU1669* NAVD 88     -      1447.4    (meters)    4749.     (feet)  VERTCON   
 NU1669  ___________________________________________________________________
 NU1669  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 NU1669  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 NU1669
 NU1669  HORZ ORDER  -  SECOND
 NU1669
 NU1669.The horizontal coordinates were established by classical geodetic methods
 NU1669.and adjusted by the National Geodetic Survey in July 1992..
 NU1669
 NU1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1669
 NU1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1669
 NU1669.The geoid height was determined by GEOID03.
 NU1669
 NU1669;                    North         East     Units Scale Factor Converg.
 NU1669;SPC ID C     -    93,153.339   549,831.880   MT  0.99997791   +0 24 34.7
 NU1669;UTM  12      - 4,708,487.170   303,325.780   MT  1.00007593   -1 37 04.1
 NU1669
 NU1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1669!SPC ID C     -   0.99977532  x   0.99997791  =   0.99975323
 NU1669!UTM  12      -   0.99977532  x   1.00007593  =   0.99985123
 NU1669
 NU1669|---------------------------------------------------------------------|
 NU1669| PID    Reference Object                     Distance      Geod. Az  |
 NU1669|                                                           dddmmss.s |
 NU1669| CM5230 BRUSH RM 1                           18.807 METERS 00924     |
 NU1669| NU1711 SALT LAKE PENDLETON BCN 13          APPROX. 9.8 KM 1825622.9 |
 NU1669| CM6566 T11 10S R26E SECS 2 3 34 35                        1984215.2 |
 NU1669| CM5231 BRUSH RM 2                           15.229 METERS 31615     |
 NU1669|---------------------------------------------------------------------|
 NU1669
 NU1669                          SUPERSEDED SURVEY CONTROL
 NU1669
 NU1669  NAD 83(1986)-  42 30 13.53414(N)    113 23 37.30878(W) AD(       ) 2
 NU1669  NAD 27      -  42 30 13.85630(N)    113 23 34.30850(W) AD(       ) 2
 NU1669  NGVD 29 (07/19/86) 1446.4    (m)         4745.     (f) VERT ANG       
 NU1669
 NU1669.Superseded values are not recommended for survey control.
 NU1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1669.See file dsdata.txt to determine how the superseded data were derived.
 NU1669
 NU1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN0332608487(NAD 83)
 NU1669_MARKER: DS = TRIANGULATION STATION DISK
 NU1669_SETTING: 66 = SET IN ROCK OUTCROP
 NU1669_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NU1669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1669+STABILITY: POSITION/ELEVATION WELL
 NU1669
 NU1669  HISTORY     - Date     Condition        Report By
 NU1669  HISTORY     - 1959     MONUMENTED       CGS
 NU1669  HISTORY     - 1968     GOOD             USGS
 NU1669
 NU1669                          STATION DESCRIPTION
 NU1669
 NU1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1669'THE STATION IS ON THE SUMMIT AND AT THE EAST EDGE OF A LONG
 NU1669'LOW SAGE AND ROCK COVERED HILL 11 MILES SOUTHEAST OF DECLO, 1
 NU1669'MILE EAST OF U.S. HIGHWAY 30 S AND AT THE WEST EDGE OF THE RAFT
 NU1669'RIVER VALLEY.
 NU1669'
 NU1669'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 NU1669'S AND STATE ROUTE 77 IN DELCO GO EAST AND SOUTH EAST ON U.S.
 NU1669'HIGHWAY 30 S FOR 10.05 MILES TO AN OILED SIDE ROAD LEFT
 NU1669'CONTINUE SOUTHEAST ON U.S. HIGHWAY 30 S
 NU1669'FOR 2.75 MILES TO THE NORTH ONE OF TWO WIRE GATES, TURN
 NU1669'SHARP LEFT, NORTH, THROUGH THE NORTH GATE AND FOLLOW ALONG
 NU1669'THE EAST SIDE OF THE RIGHT OF WAY FENCE FOR 0.25 MILE TO THE
 NU1669'NORTH EDGE OF A CULTIVATED FIELD, TURN RIGHT, EAST, ACROSS THE
 NU1669'TOP OF THE FIELD FOR 0.2 MILE TO A POINT WHERE THE FIELD TURNS
 NU1669'SOUTHEAST AND A DIM SIDE ROAD TO THE LEFT, TURN LEFT,
 NU1669'NORTHEAST, ON DIM TRACK ROAD UP THE RIDGE FOR 0.35 MILE TO A
 NU1669'SLIGHT SADDLE AND A TALL POST AT THE SECTION CORNER, TURN
 NU1669'LEFT, NORTH, AROUND THE EAST SIDE OF THE SECTION CORNER AND
 NU1669'FOLLOW THE DIM TRACK ROAD UP THE RIDGE FOR 0.45 MILE TO THE
 NU1669'SUMMIT AND THE STATION SITE AT THE EAST EDGE OF THE HILL.
 NU1669'
 NU1669'THE STATION MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 NU1669'IN BEDROCK FLUSH AND STAMPED BRUSH 1959.  IT IS ABOUT 15 FEET
 NU1669'WEST OF THE EAST EDGE OF THE HILL.
 NU1669'
 NU1669'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NU1669'HOLE IN BEDROCK WHICH PROJECTS 10 INCHES AND THE MARK IS STAMPED
 NU1669'BRUSH NO 1 1959.  IT IS AT THE BRINK OF THE EAST EDGE OF THE
 NU1669'HILL.
 NU1669'
 NU1669'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NU1669'HOLE IN BEDROCK FLUSH WITH THE SURROUNDING GROUND AND STAMPED
 NU1669'BRUSH NO 2 1959.  IT IS 30 FEET WEST OF THE EAST EDGE OF THE
 NU1669'HILL.
 NU1669'
 NU1669'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK SET IN A SQUARE
 NU1669'CONCRETE POST PROJECTING 4 INCHES AND IS STAMPED B 122 1958.
 NU1669'
 NU1669'TO REACH THE AZIMUTH MARK FROM THE MILLAGE (10.05) ABOVE GO
 NU1669'EAST ON THE OILED ROAD FOR 0.9 MILE TO A GROUP OF RANCH BUILDINGS
 NU1669'ON THE LEFT AND THE MARK IS SET 28 FEET NORTH OF THE CENTER
 NU1669'OF THE ROAD, 1 FOOT SOUTH OF THE FENCE LINE AND 3 FEET EAST
 NU1669'OF THE EAST ONE OF TWO POWER POLES AND PLATFORM FOR TRANSFORMERS.
 NU1669'
 NU1669'A 2-WHEEL DRIVE STATION DURRING DRY WEATHER.
 NU1669
 NU1669                          STATION RECOVERY (1968)
 NU1669
 NU1669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (NAW)
 NU1669'ALL MARKS FOUND IN GOOD CONDITION.
 NU1669'
 NU1669'NEW TO REACH AS FOLLOWS--TO REACH FROM THE IDAHO STATE PORT
 NU1669'OF ENTRY ON U.S. INTERSTATE 80N AND 30S, GO S. ON U.S. 30S FOR
 NU1669'1.0 MI. TO A GRAVEL CROSSROAD, TURN LEFT (E.) TOWARD OVERPASS
 NU1669'ON INTERSTATE 80N WHICH IS UNDER CONSTRUCTION.  CROSS OVERPASS AND
 NU1669'GO 0.1 TO A WIRE GATE ON N. SIDE OF RD.  TURN LEFT THROUGH
 NU1669'GATE ON DIM TRACK RD. FOR 1.3 MI. TO STATION MARK AT HIGHEST
 NU1669'POINT OF HILL.
 NU1669'
 NU1669'AN AZIMUTH WAS TURNED TO SECTION CORNER 34/10S/26E, CENTER
 NU1669'OF BRASS CAP ON IRON PIPE STAMPED T10S T11S R26E 34 35 3 2
 NU1669'ABOUT 0.1 MI. SW. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1139 ***********************************************************************
 NV1139  DESIGNATION -  BRUSH
 NV1139  PID         -  NV1139
 NV1139  STATE/COUNTY-  ID/OWYHEE
 NV1139  USGS QUAD   -  CROWS NEST (1980)
 NV1139
 NV1139                         *CURRENT SURVEY CONTROL
 NV1139  ___________________________________________________________________
 NV1139* NAD 83(1992)-  42 30 53.49183(N)    115 12 31.08388(W)     ADJUSTED  
 NV1139* NAVD 88     -      1374.0    (meters)    4508.     (feet)  VERTCON   
 NV1139  ___________________________________________________________________
 NV1139  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 NV1139  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 NV1139
 NV1139  HORZ ORDER  -  FIRST
 NV1139
 NV1139.The horizontal coordinates were established by classical geodetic methods
 NV1139.and adjusted by the National Geodetic Survey in July 1992..
 NV1139
 NV1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1139
 NV1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1139
 NV1139.The geoid height was determined by GEOID03.
 NV1139
 NV1139;                    North         East     Units Scale Factor Converg.
 NV1139;SPC ID W     -    94,348.735   844,486.271   MT  0.99995767   +0 21 57.1
 NV1139;SPC ID C     -    94,916.009   400,679.547   MT  1.00006869   -0 49 00.6
 NV1139;UTM  11      - 4,708,497.851   647,156.848   MT  0.99986644   +1 12 38.8
 NV1139
 NV1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1139!SPC ID W     -   0.99978709  x   0.99995767  =   0.99974477
 NV1139!SPC ID C     -   0.99978709  x   1.00006869  =   0.99985576
 NV1139!UTM  11      -   0.99978709  x   0.99986644  =   0.99965356
 NV1139
 NV1139|---------------------------------------------------------------------|
 NV1139| PID    Reference Object                     Distance      Geod. Az  |
 NV1139|                                                           dddmmss.s |
 NV1139| CD4346 BRUSH RM 1                           21.470 METERS 16808     |
 NV1139| CD4345 BRUSH AZ MK                                        2011750.1 |
 NV1139| CD4347 BRUSH RM 2                           23.607 METERS 26120     |
 NV1139|---------------------------------------------------------------------|
 NV1139
 NV1139                          SUPERSEDED SURVEY CONTROL
 NV1139
 NV1139  NAD 83(1986)-  42 30 53.49316(N)    115 12 31.08265(W) AD(       ) 1
 NV1139  NAD 27      -  42 30 53.83400(N)    115 12 27.85600(W) AD(       ) 1
 NV1139  NGVD 29 (07/19/86) 1373.0    (m)         4505.     (f) VERT ANG       
 NV1139
 NV1139.Superseded values are not recommended for survey control.
 NV1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1139.See file dsdata.txt to determine how the superseded data were derived.
 NV1139
 NV1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4715708498(NAD 83)
 NV1139_MARKER: Z = SEE DESCRIPTION
 NV1139_SETTING: 0 = UNSPECIFIED SETTING
 NV1139
 NV1139  HISTORY     - Date     Condition        Report By
 NV1139  HISTORY     - 1948     MONUMENTED       CGS
 NV1139
 NV1139                          STATION DESCRIPTION
 NV1139
 NV1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 NV1139'THE STATION IS ABOUT 22 MILES WEST OF CASTLE FORD, 12 MILES
 NV1139'EAST-NORTHEAST OF THE CLOVER FLAT RANCH, ON A LOW SAGE COVERED
 NV1139'RIDGE.
 NV1139'
 NV1139'TO REACH THE STATION FROM THE POST OFFICE IN CASTLE FORD GO
 NV1139'WESTERLY ON THE MAIN STREET FOR 0.8 MILE TO THE END OF THE
 NV1139'PAVEMENT AND CROSS ROAD.  TURN RIGHT, NORTH, ON GRAVEL ROAD
 NV1139'AND GO 1.0 MILE TO A CROSS ROAD.  TURN LEFT WESTERLY AND CONTINUE
 NV1139'ON MAIN ROAD FOR 3.4 MILES TO A BRIDGE IN THE DEEP CANYON.
 NV1139'CONTINUE WESTERLY OUT OF CANYON FOR 2 MILES TO A FORK.  KEEP
 NV1139'LEFT WESTERLY ON MAIN ROAD FOR 15.3 MILES TO A FORK.  TURN
 NV1139'LEFT, SOUTHWESTERLY FOR 10.0 MILES TO A FORK.  CONTINUE
 NV1139'STRAIGHT AHEAD ON LEFT ROAD FOR 1.3 MILES TO DIM TRACK
 NV1139'ROAD LEFT EASTERLY (1.3 MILES NORTH OF THE BRIDGE IN
 NV1139'CLOVER FLAT).  TURN LEFT ON TRACK ROAD AND GO 6.1 MILES
 NV1139'TO A FORK.  TAKE RIGHT ROAD SOUTHERLY FOR 1.0 MILE TO
 NV1139'DIM TRACKS RIGHT (THIS IS TRACK ROAD TO STATION SAGE
 NV1139'USGS).  CONTINUE STRAIGHT AHEAD SOUTHERLY FOR 1.1
 NV1139'MILES TO A FORK.  KEEP LEFT, SOUTHERLY FOR 0.6 MILE TO A
 NV1139'FORK.  TAKE LEFT ROAD EASTERLY AND CONTINUE FOR 2.0 MILES TO
 NV1139'A FORK (AZIMUTH MARK IS ON THE RIGHT OF ROAD).  CONTINUE ON THE
 NV1139'RIGHT ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 NV1139'
 NV1139'THE STATION IS A STANDARD BRONZE STATION DISK SET IN A BURIED
 NV1139'BOULDER PROJECTING ABOUT 2 INCHES, AND IS ABOUT 38 FEET EAST
 NV1139'OF THE TRACK ROAD.  IT IS STAMPED BRUSH 1948.
 NV1139'
 NV1139'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK
 NV1139'SET IN A BURIED BOULDER FLUSH WITH THE GROUND SURFACE AND
 NV1139'IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 NV1139'BRUSH NO 1 1948.
 NV1139'
 NV1139'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 NV1139'IN A BURIED BOULDER PROJECTING ABOUT 2 INCHES AND IS ABOUT
 NV1139'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED BRUSH NO 2
 NV1139'1948.
 NV1139'
 NV1139'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BURIED
 NV1139'BOULDER PROJECTING ABOUT 1 FOOT AND IS ABOUT 50 FEET SOUTH
 NV1139'OF A ROAD FORK 0.4 MILE BY ROAD SOUTH OF THE STATION.
 NV1139'IT IS STAMPED BRUSH 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1029 ***********************************************************************
 OZ1029  DESIGNATION -  BRUSH
 OZ1029  PID         -  OZ1029
 OZ1029  STATE/COUNTY-  ID/ELMORE
 OZ1029  USGS QUAD   -  REVERSE (1992)
 OZ1029
 OZ1029                         *CURRENT SURVEY CONTROL
 OZ1029  ___________________________________________________________________
 OZ1029* NAD 83(1992)-  43 03 44.37444(N)    115 32 10.44180(W)     ADJUSTED  
 OZ1029* NAVD 88     -      1003.9    (meters)    3294.     (feet)  VERTCON   
 OZ1029  ___________________________________________________________________
 OZ1029  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 OZ1029  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 OZ1029
 OZ1029  HORZ ORDER  -  SECOND
 OZ1029
 OZ1029.The horizontal coordinates were established by classical geodetic methods
 OZ1029.and adjusted by the National Geodetic Survey in July 1992..
 OZ1029
 OZ1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1029
 OZ1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1029
 OZ1029.The geoid height was determined by GEOID03.
 OZ1029
 OZ1029;                    North         East     Units Scale Factor Converg.
 OZ1029;SPC ID W     -   155,042.226   817,411.914   MT  0.99993706   +0 08 45.5
 OZ1029;UTM  11      - 4,768,775.725   619,189.405   MT  0.99977476   +0 59 58.4
 OZ1029
 OZ1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1029!SPC ID W     -   0.99984509  x   0.99993706  =   0.99978216
 OZ1029!UTM  11      -   0.99984509  x   0.99977476  =   0.99961988
 OZ1029
 OZ1029:                Primary Azimuth Mark                     Grid Az
 OZ1029:SPC ID W     -  REVERSE                                  239 56 13.8
 OZ1029:UTM  11      -  REVERSE                                  239 05 00.9
 OZ1029
 OZ1029|---------------------------------------------------------------------|
 OZ1029| PID    Reference Object                     Distance      Geod. Az  |
 OZ1029|                                                           dddmmss.s |
 OZ1029| OZ1030 REVERSE                             APPROX. 7.1 KM 2400459.3 |
 OZ1029|---------------------------------------------------------------------|
 OZ1029
 OZ1029                          SUPERSEDED SURVEY CONTROL
 OZ1029
 OZ1029  NAD 83(1986)-  43 03 44.37474(N)    115 32 10.43636(W) AD(       ) 2
 OZ1029  NAD 27      -  43 03 44.74640(N)    115 32 07.15320(W) AD(       ) 2
 OZ1029  NGVD 29 (07/19/86) 1003.0    (m)         3291.     (f) VERT ANG       
 OZ1029
 OZ1029.Superseded values are not recommended for survey control.
 OZ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1029.See file dsdata.txt to determine how the superseded data were derived.
 OZ1029
 OZ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1918968776(NAD 83)
 OZ1029_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1029_SETTING: 0 = UNSPECIFIED SETTING
 OZ1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ1029
 OZ1029  HISTORY     - Date     Condition        Report By
 OZ1029  HISTORY     - 1955     MONUMENTED       USGS
 OZ1029  HISTORY     - 1959     GOOD             CGS
 OZ1029
 OZ1029                          STATION DESCRIPTION
 OZ1029
 OZ1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ1029'STATION MARK--STANDARD BRONZE TABLET STAMPED---BRUSH 1955---, SET
 OZ1029'IN TOP OF 8 IN. CONCRETE MONUMENT AND PROJECTING ABOUT 5 IN. ABOVE
 OZ1029'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0804 ***********************************************************************
 OY0804  DESIGNATION -  BRUSH
 OY0804  PID         -  OY0804
 OY0804  STATE/COUNTY-  ID/JEFFERSON
 OY0804  USGS QUAD   -  KETTLE BUTTE NE (1979)
 OY0804
 OY0804                         *CURRENT SURVEY CONTROL
 OY0804  ___________________________________________________________________
 OY0804* NAD 83(1992)-  43 44 46.25032(N)    112 15 29.26890(W)     ADJUSTED  
 OY0804* NAVD 88     -      1481.8    (meters)    4862.     (feet)  VERTCON   
 OY0804  ___________________________________________________________________
 OY0804  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 OY0804  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 OY0804
 OY0804  HORZ ORDER  -  THIRD
 OY0804  VERT ORDER  -  THIRD ? (See Below)
 OY0804
 OY0804.The horizontal coordinates were established by classical geodetic methods
 OY0804.and adjusted by the National Geodetic Survey in July 1992..
 OY0804
 OY0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0804.The vertical order pertains to the NGVD 29 superseded value.
 OY0804
 OY0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0804
 OY0804.The geoid height was determined by GEOID03.
 OY0804
 OY0804;                    North         East     Units Scale Factor Converg.
 OY0804;SPC ID E     -   230,998.938   192,633.240   MT  0.99994804   -0 03 47.7
 OY0804;UTM  12      - 4,844,451.414   398,701.134   MT  0.99972621   -0 52 12.1
 OY0804
 OY0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0804!SPC ID E     -   0.99976951  x   0.99994804  =   0.99971756
 OY0804!UTM  12      -   0.99976951  x   0.99972621  =   0.99949578
 OY0804
 OY0804:                Primary Azimuth Mark                     Grid Az
 OY0804:SPC ID E     -  RANGE                                    095 16 28.9
 OY0804:UTM  12      -  RANGE                                    096 04 53.3
 OY0804
 OY0804|---------------------------------------------------------------------|
 OY0804| PID    Reference Object                     Distance      Geod. Az  |
 OY0804|                                                           dddmmss.s |
 OY0804| OY0803 RANGE                               APPROX. 4.5 KM 0951241.2 |
 OY0804|---------------------------------------------------------------------|
 OY0804
 OY0804                          SUPERSEDED SURVEY CONTROL
 OY0804
 OY0804  NAD 83(1986)-  43 44 46.24340(N)    112 15 29.25655(W) AD(       ) 3
 OY0804  NAD 27      -  43 44 46.56550(N)    112 15 26.33376(W) AD(       ) 3
 OY0804  NGVD 29 (07/19/86) 1480.8    (m)         4858.     (f) LEVELING    3  
 OY0804
 OY0804.Superseded values are not recommended for survey control.
 OY0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0804.See file dsdata.txt to determine how the superseded data were derived.
 OY0804
 OY0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP9870144451(NAD 83)
 OY0804_MARKER: DD = SURVEY DISK
 OY0804_SETTING: 0 = UNSPECIFIED SETTING
 OY0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0804
 OY0804  HISTORY     - Date     Condition        Report By
 OY0804  HISTORY     - 1947     MONUMENTED       USGS
 OY0804
 OY0804                          STATION DESCRIPTION
 OY0804
 OY0804'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OY0804'LOCATED ABOUT 13.1 MI. SSW. OF HAMER AND 6.4 MI. WNW. OF ROBERTS,
 OY0804'(AIRLINE DISTANCES) 214 FT. S. OF DIM T-RD. N., ON CREST OF A LOW
 OY0804'BRUSHY RIDGE.
 OY0804'
 OY0804'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 91 AND STATE
 OY0804'HIGHWAY 48 IN ROBERTS, DRIVE N. FOR 1.7 MI. ON U.S. HIGHWAY 91 TO
 OY0804'CROSSROADS, TURN LEFT (W.) ON GRAVELED RD. AND DRIVE 4.0 MI. TO RD.
 OY0804'FORKS, TAKE LEFT FORK (SW.) FOR 0.8 MI. ON A DIRT RD. TO A RD. FORK,
 OY0804'TAKE RIGHT FORK NW. AND DRIVE 1.8 MI. ON DIRT RD. TO RD. FORKS ON
 OY0804'CREST OF LOW RIDGE, TURN LEFT (S.) AND DRIVE CROSS-COUNTRY ABOUT 210
 OY0804'FT. TO STATION.
 OY0804'
 OY0804'STATION MARK--STANDARD TABLET STAMPED---BRUSH 1947---, SET IN
 OY0804'CONCRETE POST PROJECTING ABOUT 3 IN. ABOVE GROUND.
 OY0804'
 OY0804'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OY0804'---NO 1---, CEMENTED IN SOLID ROCK OUTCROP, 97.65 FT. FROM STATION
 OY0804'MARK, S 58 DEG 38 MIN W.
 OY0804'
 OY0804'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OY0804'---NO 2---, SET IN CONCRETE POST, 46.94 FT. FROM STATION MARK,
 OY0804'N 32 DEG 48 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1426 ***********************************************************************
 RA1426  DESIGNATION -  BRUSH MTN
 RA1426  PID         -  RA1426
 RA1426  STATE/COUNTY-  ID/IDAHO
 RA1426  USGS QUAD   -  POLLOCK MOUNTAIN (1963)
 RA1426
 RA1426                         *CURRENT SURVEY CONTROL
 RA1426  ___________________________________________________________________
 RA1426* NAD 83(1992)-  45 07 49.41206(N)    116 23 28.81419(W)     ADJUSTED  
 RA1426* NAVD 88     -      1905.0    (meters)    6250.     (feet)  VERTCON   
 RA1426  ___________________________________________________________________
 RA1426  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 RA1426  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 RA1426
 RA1426  HORZ ORDER  -  THIRD
 RA1426
 RA1426.The horizontal coordinates were established by classical geodetic methods
 RA1426.and adjusted by the National Geodetic Survey in July 1992..
 RA1426
 RA1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1426
 RA1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1426
 RA1426.The geoid height was determined by GEOID03.
 RA1426
 RA1426;                    North         East     Units Scale Factor Converg.
 RA1426;SPC ID W     -   384,996.190   749,550.777   MT  0.99996462   -0 27 16.3
 RA1426;UTM  11      - 4,997,615.670   547,862.999   MT  0.99962817   +0 25 53.0
 RA1426
 RA1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1426!SPC ID W     -   0.99970379  x   0.99996462  =   0.99966842
 RA1426!UTM  11      -   0.99970379  x   0.99962817  =   0.99933207
 RA1426
 RA1426                          SUPERSEDED SURVEY CONTROL
 RA1426
 RA1426  NAD 83(1991)-  45 07 49.41367(N)    116 23 28.81317(W) AD(       ) 3
 RA1426  NGVD 29 (11/04/91) 1903.8    (m)         6246.     (f) VERT ANG       
 RA1426
 RA1426.Superseded values are not recommended for survey control.
 RA1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1426.See file dsdata.txt to determine how the superseded data were derived.
 RA1426
 RA1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK4786397616(NAD 83)
 RA1426_MARKER: DD = SURVEY DISK
 RA1426_SETTING: 66 = SET IN ROCK OUTCROP
 RA1426_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RA1426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1426+STABILITY: POSITION/ELEVATION WELL
 RA1426
 RA1426  HISTORY     - Date     Condition        Report By
 RA1426  HISTORY     - 1962     MONUMENTED       USGS
 RA1426
 RA1426                          STATION DESCRIPTION
 RA1426
 RA1426'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RA1426'LOCATED ABOUT 21 (AIRLINE) MI. SSW. OF RIGGINS, ABOUT 5.5 MI. W. OF
 RA1426'LITTLE SALMON RIVER, THE FIRST HIGH MOUNTAIN W. OF AND OVERLOOKING
 RA1426'ROUND VALLEY.
 RA1426'
 RA1426'STATION REACHED BY HELICOPTER.
 RA1426'
 RA1426'STATION MARK--A STANDARD USGS TABLET SET IN ROCK IN PLACE STAMPED---,
 RA1426'---BRUSH MTN. 1962---.
 RA1426'
 RA1426'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 RA1426'1962---, SET IN ROCK IN PLACE, 12.94 FT. FROM STATION
 RA1426'43 DEGREES 06 MINUTES 40 SECONDS SW.
 RA1426'
 RA1426'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 RA1426'1962---, SET IN ROCK IN PLACE, 24.74 FT. FROM STATION
 RA1426'28 DEGREES 04 MINUTES 16 SECONDS NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0494 ***********************************************************************
 NT0494  DESIGNATION -  BUCK
 NT0494  PID         -  NT0494
 NT0494  STATE/COUNTY-  ID/CARIBOU
 NT0494  USGS QUAD   -  SAGE VALLEY (1980)
 NT0494
 NT0494                         *CURRENT SURVEY CONTROL
 NT0494  ___________________________________________________________________
 NT0494* NAD 83(1992)-  42 39 50.77492(N)    111 04 24.89996(W)     ADJUSTED  
 NT0494* NAVD 88     -      2317.2    (meters)    7602.     (feet)  VERTCON   
 NT0494  ___________________________________________________________________
 NT0494  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 NT0494  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 NT0494
 NT0494  HORZ ORDER  -  SECOND
 NT0494
 NT0494.The horizontal coordinates were established by classical geodetic methods
 NT0494.and adjusted by the National Geodetic Survey in July 1992..
 NT0494
 NT0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0494
 NT0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0494
 NT0494.The geoid height was determined by GEOID03.
 NT0494
 NT0494;                    North         East     Units Scale Factor Converg.
 NT0494;SPC ID E     -   111,365.361   289,610.784   MT  1.00004613   +0 44 27.0
 NT0494;SPC WY W     -   340,817.063   718,820.351   MT  1.00001855   -0 40 16.1
 NT0494;UTM  12      - 4,723,517.855   493,969.778   MT  0.99960045   -0 02 59.5
 NT0494
 NT0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0494!SPC ID E     -   0.99963850  x   1.00004613  =   0.99968462
 NT0494!SPC WY W     -   0.99963850  x   1.00001855  =   0.99965705
 NT0494!UTM  12      -   0.99963850  x   0.99960045  =   0.99923910
 NT0494
 NT0494|---------------------------------------------------------------------|
 NT0494| PID    Reference Object                     Distance      Geod. Az  |
 NT0494|                                                           dddmmss.s |
 NT0494| CM5235 BUCK RM 1                             9.236 METERS 12203     |
 NT0494| NT0495 POISON                              APPROX. 2.6 KM 1482356.7 |
 NT0494| CM5236 BUCK RM 2                             6.913 METERS 23444     |
 NT0494|---------------------------------------------------------------------|
 NT0494
 NT0494                          SUPERSEDED SURVEY CONTROL
 NT0494
 NT0494  NAD 83(1986)-  42 39 50.76440(N)    111 04 24.89099(W) AD(       ) 2
 NT0494  NAD 27      -  42 39 51.01200(N)    111 04 22.13800(W) AD(       ) 2
 NT0494  NGVD 29 (07/19/86) 2315.9    (m)         7598.     (f) VERT ANG       
 NT0494
 NT0494.Superseded values are not recommended for survey control.
 NT0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0494.See file dsdata.txt to determine how the superseded data were derived.
 NT0494
 NT0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9397023518(NAD 83)
 NT0494_MARKER: DS = TRIANGULATION STATION DISK
 NT0494_SETTING: 66 = SET IN ROCK OUTCROP
 NT0494
 NT0494  HISTORY     - Date     Condition        Report By
 NT0494  HISTORY     - 1946     MONUMENTED       CGS
 NT0494  HISTORY     - 1947     GOOD             USGS
 NT0494
 NT0494                          STATION DESCRIPTION
 NT0494
 NT0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0494'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF AFTON WYOMING
 NT0494'AND 2 MILES WEST OF THE IDAHO AND WYOMING STATE LINE, ON THE
 NT0494'HIGHEST PART OF THE MOUNTAIN IN THE VICINITY.  IT IS A STANDARD
 NT0494'DISK STAMPED BUCK 1946, SET IN ROCK OUTCROP.  THE MARK IS 60
 NT0494'YARDS SOUTH OF THE HIGHEST PART OF THE MOUNTAIN, 10 FEET
 NT0494'WEST OF THE EAST EDGE OF THE MOUNTAIN AND PROJECTING ABOUT
 NT0494'1 FOOT.
 NT0494'
 NT0494'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED BUCK NO 1 1946,
 NT0494'SET IN ROCK OUTCROP FLUSH WITH THE GROUND, AND ABOUT 5 FEET
 NT0494'LOWER THAN THE STATION.
 NT0494'
 NT0494'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED BUCK NO 2 1946,
 NT0494'SET IN ROCK OUTCROP PROJECTING ABOUT 10 INCHES ABOVE THE
 NT0494'GROUND, AND ABOUT 4 FEET LOWER THAN THE STATION.
 NT0494'
 NT0494'TRIANGULATION STATION POISON WAS USED AS THE AZIMUTH MARK FOR
 NT0494'THIS STATION.  TO REACH SEE STATION DISCRIPTION.
 NT0494'
 NT0494'TO REACH THE STATION FROM THE POST OFFICE IN AFTON WYOMING
 NT0494'GO SOUTH FOR 2.25 MILES TO THE CHEESE FACTORY ON THE RIGHT.
 NT0494'TURN RIGHT (WEST) AND GO 3.45 MILES TO A T ROAD THENCE SOUTH
 NT0494'(LEFT) FOR 4.0 MILES TO THE IDAHO-WYOMING STATE LINE AND FORK.
 NT0494'TURN RIGHT (WEST) AND GO 1.6 MILE TO A DIM TRAIL UP THE DRAW.
 NT0494'TURN LEFT AND GO TO THE TOP OF THE SAGE COVERED HILL THEN BEAR
 NT0494'TO THE WEST THROUGH THE TIMBER TO THE NORTH END OF THE
 NT0494'MOUNTAIN, BEAR LEFT SOUTH AND GO TO THE HIGHEST PART OF THE
 NT0494'MOUNTAIN AND THE STATION AS DESCRIBED ABOVE.
 NT0494
 NT0494                          STATION RECOVERY (1947)
 NT0494
 NT0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 NT0494'WRONG COUNTY WAS GIVEN IN DESCRIPTION BY NGS.
 NT0494'
 NT0494'STATION MARK--STANDARD DISK STAMPED---BUCK 1946---, SET IN ROCK
 NT0494'OUTCROP, PROJECTING ABOUT 1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0914 ***********************************************************************
 TO0914  DESIGNATION -  BUCK MOUNTAIN LOOKOUT
 TO0914  PID         -  TO0914
 TO0914  STATE/COUNTY-  ID/BOUNDARY
 TO0914  USGS QUAD   -  CLIFTY MTN (1996)
 TO0914
 TO0914                         *CURRENT SURVEY CONTROL
 TO0914  ___________________________________________________________________
 TO0914* NAD 83(1992)-  48 33 43.89506(N)    116 08 57.54533(W)     ADJUSTED  
 TO0914* NAVD 88     -                                                        
 TO0914  ___________________________________________________________________
 TO0914  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 TO0914  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 TO0914
 TO0914  HORZ ORDER  -  THIRD
 TO0914
 TO0914.The horizontal coordinates were established by classical geodetic methods
 TO0914.and adjusted by the National Geodetic Survey in July 1992..
 TO0914
 TO0914
 TO0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0914
 TO0914.The geoid height was determined by GEOID03.
 TO0914
 TO0914;                    North         East     Units Scale Factor Converg.
 TO0914;SPC ID W     -   766,353.471   770,527.937   MT  0.99994400   -0 17 57.7
 TO0914;UTM  11      - 5,379,138.033   562,764.249   MT  0.99964840   +0 38 15.9
 TO0914
 TO0914                          SUPERSEDED SURVEY CONTROL
 TO0914
 TO0914  NAD 83(1986)-  48 33 43.90244(N)    116 08 57.53915(W) AD(       ) 4
 TO0914  NAD 27      -  48 33 44.12740(N)    116 08 53.87810(W) AD(       ) 3
 TO0914
 TO0914.Superseded values are not recommended for survey control.
 TO0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0914.See file dsdata.txt to determine how the superseded data were derived.
 TO0914
 TO0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP6276479138(NAD 83)
 TO0914
 TO0914  HISTORY     - Date     Condition        Report By
 TO0914  HISTORY     - UNK      MONUMENTED
 TO0914  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TO0914  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO0914
 TO0914                          STATION DESCRIPTION
 TO0914
 TO0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TO0914'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.  IT IS
 TO0914'LOCATED IN THE KANIKSU NATIONAL FOREST, ABOUT 12-1/2 MILES
 TO0914'NORTHWEST OF TROY, MONTANA, 6 MILES SOUTHWEST OF LEONIA (A TOWN
 TO0914'LOCATED ON THE IDAHO-MONTANA STATE LINE), AND 4-1/2 MILES WEST
 TO0914'OF THE IDAHO-MONTANA STATE LINE.
 TO0914'
 TO0914'THE LOOKOUT IS CONSTRUCTED OF WOOD AND IS APPROXIMATELY 14 X 14
 TO0914'FEET SQUARE.  IT IS SUPPORTED BY 4 POLE LEGS AND THE HEIGHT,
 TO0914'OVERALL, IS ABOUT 25 FEET.  STATION WAS PREVIOUSLY LOCATED BUT
 TO0914'NOT DESCRIBED.
 TO0914
 TO0914                          STATION RECOVERY (1964)
 TO0914
 TO0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO0914'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1232 ***********************************************************************
 NV1232  DESIGNATION -  BUCKHORN
 NV1232  PID         -  NV1232
 NV1232  STATE/COUNTY-  ID/CASSIA
 NV1232  USGS QUAD   -  RAMS HORN RIDGE (1992)
 NV1232
 NV1232                         *CURRENT SURVEY CONTROL
 NV1232  ___________________________________________________________________
 NV1232* NAD 83(1992)-  42 19 59.33446(N)    114 09 43.11293(W)     ADJUSTED  
 NV1232* NAVD 88     -      1985.4    (meters)    6514.     (feet)  VERTCON   
 NV1232  ___________________________________________________________________
 NV1232  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 NV1232  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 NV1232
 NV1232  HORZ ORDER  -  THIRD
 NV1232
 NV1232.The horizontal coordinates were established by classical geodetic methods
 NV1232.and adjusted by the National Geodetic Survey in July 1992..
 NV1232
 NV1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1232
 NV1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1232
 NV1232.The geoid height was determined by GEOID03.
 NV1232
 NV1232;                    North         East     Units Scale Factor Converg.
 NV1232;SPC ID C     -    74,037.132   486,651.107   MT  0.99994956   -0 06 32.7
 NV1232;UTM  11      - 4,690,667.851   733,817.507   MT  1.00027272   +1 54 43.6
 NV1232
 NV1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1232!SPC ID C     -   0.99969101  x   0.99994956  =   0.99964059
 NV1232!UTM  11      -   0.99969101  x   1.00027272  =   0.99996365
 NV1232
 NV1232                          SUPERSEDED SURVEY CONTROL
 NV1232
 NV1232  NAD 83(1991)-  42 19 59.33265(N)    114 09 43.11174(W) AD(       ) 3
 NV1232  NGVD 29 (11/04/91) 1984.3    (m)         6510.     (f) VERT ANG       
 NV1232
 NV1232.Superseded values are not recommended for survey control.
 NV1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1232.See file dsdata.txt to determine how the superseded data were derived.
 NV1232
 NV1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG3381890668(NAD 83)
 NV1232_MARKER: DD = SURVEY DISK
 NV1232_SETTING: 66 = SET IN ROCK OUTCROP
 NV1232_SP_SET: SET IN ROCK OUTCROP
 NV1232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1232+STABILITY: POSITION/ELEVATION WELL
 NV1232
 NV1232  HISTORY     - Date     Condition        Report By
 NV1232  HISTORY     - 1963     MONUMENTED       USGS
 NV1232
 NV1232                          STATION DESCRIPTION
 NV1232
 NV1232'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NV1232'LOCATED ABOUT 17.5 MI. SE. OF KIMBERLY AND 15.5 MI. WNW. OF OAKLEY,
 NV1232'15.5 MI. SW. OF MILNER DAM ON A BARE, FLAT N-S. RIDGE ABOUT 300 FT. N.
 NV1232'OF THE EDGE OF A GROUP OF JUNIPERS.
 NV1232'
 NV1232'TO REACH FROM THE MAIN INTERSECTION ALONG U.S. HIGHWAY 30 IN HANSEN,
 NV1232'GO E. ON HIGHWAY 30 FOR 9.1 MI. TO AN OILED RD. TURNING S.  TURN RIGHT
 NV1232'ON THIS RD. AND GO 4.2 MI., OILED RD. TURNS E., CONTINUE S. ON DIRT
 NV1232'RD. 0.45 MI. TO A GATE, GO THROUGH GATE AND CONTINUE S. FOR 1.55 MI.
 NV1232'TO ANOTHER GATE ON A STEEP HILL, GO THROUGH GATE AND ON S. FOR 1.65
 NV1232'MI. TO A RD. FORK.  TAKE RIGHT FORK (STATION --BUCKHORN-- CAN ALSO BE
 NV1232'REACHED BY GOING STRAIGHT HERE THROUGH A SYSTEM OF RDS. THAT APPROACH
 NV1232'IT FROM THE E., HOWEVER AT THIS TIME SNOW BLOCKED THIS RD. IN PLACES.)
 NV1232'FOR 2.5 MI. TO A SMALL HILLTOP AND OLD SHEEP CAMP.  FROM HERE A
 NV1232'FOUR-WHEEL DRIVE IS NECESSARY.  GO S. FROM SHEEP CAMP ALONG POOR RD.
 NV1232'AND FIREBREAK 1.3 MI. GENERALLY S. AND THEN E. TO A FENCE CORNER AND
 NV1232'GATE, GO THROUGH GATE AND FOLLOW FIREBREAK 0.5 MI. TO ANOTHER POOR
 NV1232'GATE, CROSS FENCE AND FOLLOW FIREBREAK N. OF FENCE FOR 0.2 MI. TO
 NV1232'WITHIN ABOUT 0.1 MI. SHORT OF TOP OF MAIN RIDGE.  TURN N. ACROSS
 NV1232'COUNTRY JUST UNDER RIM ROCK FOR 0.15 MI. TO END OF TRUCK TRAVEL, 150
 NV1232'FT. FROM STATION.
 NV1232'
 NV1232'STATION MARK--A STANDARD TABLET STAMPED---BUCKHORN 1963---, CEMENTED
 NV1232'IN A FLAT ROCK OUTCROP NEAR SOME LARGE BOULDERS.
 NV1232'
 NV1232'REFERENCE MARK NO. 1--A STANDARD TRIANGULATION TABLET STAMPED---,
 NV1232'---REFERENCE MARK NO 1 1963---, CEMENTED IN A ROCK OUTCROP, 43.45 FT.
 NV1232'FROM STATION MARK 33 DEGREES 29 MINUTES 38 SECONDS NE.
 NV1232'
 NV1232'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 NV1232'1963---, CEMENTED IN A LARGE PROTRUDING BOULDER, 37.09 FT. FROM
 NV1232'STATION MARK 68 DEGREES 10 MINUTES 52 SECONDS SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1564 ***********************************************************************
 SV1564  DESIGNATION -  BUCKLES MOUNTAIN LOOKOUT TOWER
 SV1564  PID         -  SV1564
 SV1564  STATE/COUNTY-  ID/KOOTENAI
 SV1564  USGS QUAD   -  SPADES MOUNTAIN (1996)
 SV1564
 SV1564                         *CURRENT SURVEY CONTROL
 SV1564  ___________________________________________________________________
 SV1564* NAD 83(1992)-  47 51 02.02679(N)    116 36 32.67699(W)     ADJUSTED  
 SV1564* NAVD 88     -                                                        
 SV1564  ___________________________________________________________________
 SV1564  LAPLACE CORR-           9.10  (seconds)                    DEFLEC99
 SV1564  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 SV1564
 SV1564  HORZ ORDER  -  THIRD
 SV1564
 SV1564.The horizontal coordinates were established by classical geodetic methods
 SV1564.and adjusted by the National Geodetic Survey in July 1992..
 SV1564
 SV1564
 SV1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1564
 SV1564.The geoid height was determined by GEOID03.
 SV1564
 SV1564;                    North         East     Units Scale Factor Converg.
 SV1564;SPC ID W     -   687,509.863   735,710.679   MT  0.99998410   -0 38 13.0
 SV1564;UTM  11      - 5,299,765.108   529,245.196   MT  0.99961051   +0 17 23.4
 SV1564
 SV1564                          SUPERSEDED SURVEY CONTROL
 SV1564
 SV1564  NAD 83(1986)-  47 51 02.03089(N)    116 36 32.66812(W) AD(       ) 4
 SV1564  NAD 27      -  47 51 02.37424(N)    116 36 28.98005(W) AD(       ) 3
 SV1564
 SV1564.Superseded values are not recommended for survey control.
 SV1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1564.See file dsdata.txt to determine how the superseded data were derived.
 SV1564
 SV1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2924599765(NAD 83)
 SV1564
 SV1564  HISTORY     - Date     Condition        Report By
 SV1564  HISTORY     - 1940     MONUMENTED       CGS
 SV1564
 SV1564                          STATION DESCRIPTION
 SV1564
 SV1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1564'BUCKLES MOUNTAIN FOREST SERVICE TOWER IS ON A N-S TIMBERED
 SV1564'RIDGE, ABOUT 14 MILES NE OF COEUR D ALENE AND 6 MILES E OF
 SV1564'CHILCO.  IT IS IN THE COEUR D ALENE NATIONAL FOREST.  THE
 SV1564'TOP OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0603 ***********************************************************************
 NT0603  DESIGNATION -  BUCKSKIN
 NT0603  PID         -  NT0603
 NT0603  STATE/COUNTY-  ID/CARIBOU
 NT0603  USGS QUAD   -  TALMAGE (1982)
 NT0603
 NT0603                         *CURRENT SURVEY CONTROL
 NT0603  ___________________________________________________________________
 NT0603* NAD 83(1992)-  42 37 35.23190(N)    111 52 26.77711(W)     ADJUSTED  
 NT0603* NAVD 88     -      1963.8    (meters)    6443.     (feet)  VERTCON   
 NT0603  ___________________________________________________________________
 NT0603  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 NT0603  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 NT0603
 NT0603  HORZ ORDER  -  SECOND
 NT0603
 NT0603.The horizontal coordinates were established by classical geodetic methods
 NT0603.and adjusted by the National Geodetic Survey in July 1992..
 NT0603
 NT0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0603
 NT0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0603
 NT0603.The geoid height was determined by GEOID03.
 NT0603
 NT0603;                    North         East     Units Scale Factor Converg.
 NT0603;SPC ID E     -   106,645.271   223,998.530   MT  0.99995445   +0 11 53.3
 NT0603;UTM  12      - 4,719,704.714   428,322.853   MT  0.99966321   -0 35 31.1
 NT0603
 NT0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0603!SPC ID E     -   0.99969407  x   0.99995445  =   0.99964853
 NT0603!UTM  12      -   0.99969407  x   0.99966321  =   0.99935738
 NT0603
 NT0603:                Primary Azimuth Mark                     Grid Az
 NT0603:SPC ID E     -  BUCKSKIN AZ MK                           014 04 00.8
 NT0603:UTM  12      -  BUCKSKIN AZ MK                           014 51 25.2
 NT0603
 NT0603|---------------------------------------------------------------------|
 NT0603| PID    Reference Object                     Distance      Geod. Az  |
 NT0603|                                                           dddmmss.s |
 NT0603| CM5237 BUCKSKIN AZ MK                                     0141554.1 |
 NT0603| CM5238 BUCKSKIN RM 1                         4.076 METERS 06459     |
 NT0603| NT0602 BUCKSKIN RM                           2.617 METERS 06751     |
 NT0603| CM5239 BUCKSKIN RM 2                         2.729 METERS 33538     |
 NT0603| NT0607 BANCROFT ELEVATOR                   APPROX.10.2 KM 3560648.4 |
 NT0603|---------------------------------------------------------------------|
 NT0603
 NT0603                          SUPERSEDED SURVEY CONTROL
 NT0603
 NT0603  NAD 83(1986)-  42 37 35.22497(N)    111 52 26.76745(W) AD(       ) 2
 NT0603  NAD 27      -  42 37 35.51640(N)    111 52 23.92680(W) AD(       ) 2
 NT0603  NGVD 29 (07/19/86) 1962.7    (m)         6439.     (f) VERT ANG       
 NT0603
 NT0603.Superseded values are not recommended for survey control.
 NT0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0603.See file dsdata.txt to determine how the superseded data were derived.
 NT0603
 NT0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN2832319705(NAD 83)
 NT0603_MARKER: DS = TRIANGULATION STATION DISK
 NT0603_SETTING: 66 = SET IN ROCK OUTCROP
 NT0603
 NT0603  HISTORY     - Date     Condition        Report By
 NT0603  HISTORY     - 1963     MONUMENTED       CGS
 NT0603
 NT0603                          STATION DESCRIPTION
 NT0603
 NT0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0603'THE STATION IS ABOUT 8-1/4 MILES EAST OF LAVA HOT SPRINGS,
 NT0603'6-1/4 MILES SOUTH OF BANCROFT, ON THE HIGHEST POINT OF A
 NT0603'BRUSH COVERED HILL WHICH IS THE HIGHEST POINT IN THE VICINITY.
 NT0603'IT IS ON LAND OWNED BY MR. HENRY MINERS.
 NT0603'
 NT0603'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 NT0603'U.S. HIGHWAY 30N IN BANCROFT, GO EAST ON HIGHWAY 30N FOR 1
 NT0603'BLOCK AT A STANDARD SERVICE STATION, TURN RIGHT AND GO SOUTH
 NT0603'FOLLOWING THE MAIN BLACKTOP ROAD FOR 5.4 MILES TO CROSSROADS.
 NT0603'TURN LEFT, EAST, FOR 1.0 MILE TO CROSSROADS AND MAILBOX
 NT0603'(LUTHER E. WILSON).  TURN RIGHT, SOUTH, FOR 0.1 MILE TO FORKS,
 NT0603'TAKE RIGHT FORK AND GO WEST PASSING BETWEEN HOUSE AND BUILDINGS
 NT0603'FOR 0.1 MILE TO A FORK JUST WEST OF A SMALL POLE SHED, TAKE
 NT0603'LEFT FORK, SOUTH, FOR 0.1 MILE TO FORKS AT CANAL.  TAKE RIGHT
 NT0603'FORK WESTERLY FOR 0.05 MILE TO WHERE THE ROAD CROSSES THE
 NT0603'CANAL, CROSS THE CANAL AND TURN RIGHT, WEST, ALONG THE
 NT0603'SOUTH SIDE OF THE CANAL FOR 0.05 MILE TO A GATE.  PASS
 NT0603'THROUGH THE GATE AND THENCE BEAR LEFT AND FOLLOW DIM TRACKS
 NT0603'SOUTH UP STEEP HILL FOR 0.4 MILE TO THE AZIMUTH MARK ON
 NT0603'THE RIGHT.  CONTINUE SOUTH UP HILL FOR 0.2 MILE TO THE
 NT0603'HIGHEST POINT AND THE STATION.
 NT0603'
 NT0603'THE STATION MARK IS A STANDARD DISK, STAMPED BUCKSKIN 1963,
 NT0603'CEMENTED IN A DRILL HOLE IN A 4 BY 15 FOOT MASS OF ROCK OUTCROP
 NT0603'FLUSH WITH THE GROUND.  IT IS 17 FEET EAST OF THE HIGHEST
 NT0603'POINT OF THE HILL AND ABOUT 2 FEET LOWER, 13 FEET SOUTH OF
 NT0603'THE NORTH EDGE OF THE HILL AND 50 FEET EAST OF THE WEST EDGE
 NT0603'OF THE HILL.
 NT0603'
 NT0603'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUCKSKIN NO 1
 NT0603'1963, CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP
 NT0603'PROJECTING 2 FEET ON THE NORTH SIDE AND FLUSH ON THE SOUTH
 NT0603'SIDE.  IT IS 28 FEET EAST-NORTHEAST OF THE HIGHEST POINT OF
 NT0603'THE HILL AND ABOUT 3 FEET LOWER.  IT IS ABOUT 2 FOOT LOWER
 NT0603'THAN THE STATION.
 NT0603'
 NT0603'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUCKSKIN NO 2
 NT0603'1963, CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP
 NT0603'PROJECTING 6 INCHES.  IT IS 13 FEET NORTHEAST OF THE HIGHEST
 NT0603'POINT OF THE HILL AND ABOUT 2 FEET LOWER, 7 FEET SOUTH OF THE
 NT0603'NORTH EDGE OF THE HILL AND ABOUT 1 FOOT LOWER THAN THE STATION.
 NT0603'
 NT0603'(IDH) MARK IS A BRONZE DISK OF THE STATE OF IDAHO DEPARTMENT
 NT0603'OF HIGHWAYS, NOT STAMPED.  IT IS CEMENTED IN A DRILL HOLE
 NT0603'IN A 3 BY 3 FOOT ROCK OUTCROP FLUSH WITH THE GROUND.  IT IS
 NT0603'EAST-NORTHEAST OF THE HIGHEST POINT OF THE HILL AND ABOUT
 NT0603'3 FEET LOWER, 3 FEET SOUTH OF THE NORTH EDGE OF THE HILL
 NT0603'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 NT0603'
 NT0603'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUCKSKIN 1963, CEMENTED
 NT0603'IN A DRILL HOLE IN A 6 BY 20 FOOT MASS OF ROCK OUTCROP PROJECTING
 NT0603'2 FOOT ON THE NORTH SIDE AND FLUSH ON THE SOUTH SIDE.  IT IS
 NT0603'70 FEET WEST OF THE EAST EDGE OF HILL AND 68 FEET SOUTH OF
 NT0603'THE NORTH SLOPE OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1538 ***********************************************************************
 NU1538  DESIGNATION -  BUCKSKIN CAIRN AND TARGET USGS
 NU1538  PID         -  NU1538
 NU1538  STATE/COUNTY-  ID/BANNOCK
 NU1538  USGS QUAD   -  MOONLIGHT MTN (1971)
 NU1538
 NU1538                         *CURRENT SURVEY CONTROL
 NU1538  ___________________________________________________________________
 NU1538* NAD 83(1992)-  42 58 24.36475(N)    112 21 19.34174(W)     ADJUSTED  
 NU1538* NAVD 88     -      1854.     (meters)    6083.     (feet)  SCALED    
 NU1538  ___________________________________________________________________
 NU1538  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 NU1538  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NU1538
 NU1538  HORZ ORDER  -  THIRD
 NU1538
 NU1538.The horizontal coordinates were established by classical geodetic methods
 NU1538.and adjusted by the National Geodetic Survey in July 1992..
 NU1538
 NU1538.The orthometric height was scaled from a topographic map.
 NU1538
 NU1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1538
 NU1538.The geoid height was determined by GEOID03.
 NU1538
 NU1538;                    North         East     Units Scale Factor Converg.
 NU1538;SPC ID E     -   145,164.783   184,606.908   MT  0.99995028   -0 07 43.1
 NU1538;UTM  12      - 4,758,755.948   389,477.476   MT  0.99975027   -0 55 26.4
 NU1538
 NU1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1538!SPC ID E     -   0.99971127  x   0.99995028  =   0.99966156
 NU1538!UTM  12      -   0.99971127  x   0.99975027  =   0.99946161
 NU1538
 NU1538:                Primary Azimuth Mark                     Grid Az
 NU1538:SPC ID E     -  PUTNAM RESET                             109 58 53.6
 NU1538:UTM  12      -  PUTNAM RESET                             110 46 36.9
 NU1538
 NU1538|---------------------------------------------------------------------|
 NU1538| PID    Reference Object                     Distance      Geod. Az  |
 NU1538|                                                           dddmmss.s |
 NU1538| NU1517 PUTNAM RESET                        APPROX.19.6 KM 1095110.5 |
 NU1538|---------------------------------------------------------------------|
 NU1538
 NU1538                          SUPERSEDED SURVEY CONTROL
 NU1538
 NU1538  NAD 83(1986)-  42 58 24.35854(N)    112 21 19.32718(W) AD(       ) 3
 NU1538  NAD 27      -  42 58 24.66300(N)    112 21 16.41100(W) AD(       ) 3
 NU1538
 NU1538.Superseded values are not recommended for survey control.
 NU1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1538.See file dsdata.txt to determine how the superseded data were derived.
 NU1538
 NU1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8947758756(NAD 83)
 NU1538_MARKER: Z = SEE DESCRIPTION
 NU1538_SETTING: 0 = UNSPECIFIED SETTING
 NU1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1538
 NU1538  HISTORY     - Date     Condition        Report By
 NU1538  HISTORY     - 1936     MONUMENTED       USGS
 NU1538
 NU1538                          STATION DESCRIPTION
 NU1538
 NU1538'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (CP)
 NU1538'BUCKSKIN (AZIMUTH OBJECT PUTNAM) IS ABOUT 12 MILES SW ON
 NU1538'BARREN ROUND-TOPPED MOUNTAIN.  PROMINENT CAIRN AND TARGET AS
 NU1538'OBJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0602 ***********************************************************************
 NT0602  DESIGNATION -  BUCKSKIN RM
 NT0602  PID         -  NT0602
 NT0602  STATE/COUNTY-  ID/CARIBOU
 NT0602  USGS QUAD   -  TALMAGE (1982)
 NT0602
 NT0602                         *CURRENT SURVEY CONTROL
 NT0602  ___________________________________________________________________
 NT0602* NAD 83(1992)-  42 37 35.26388(N)    111 52 26.67074(W)     ADJUSTED  
 NT0602* NAVD 88     -      1964.     (meters)    6444.     (feet)  SCALED    
 NT0602  ___________________________________________________________________
 NT0602  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 NT0602  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 NT0602
 NT0602  HORZ ORDER  -  SECOND
 NT0602
 NT0602.The horizontal coordinates were established by classical geodetic methods
 NT0602.and adjusted by the National Geodetic Survey in July 1992..
 NT0602
 NT0602.The orthometric height was scaled from a topographic map.
 NT0602
 NT0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0602
 NT0602.The geoid height was determined by GEOID03.
 NT0602
 NT0602;                    North         East     Units Scale Factor Converg.
 NT0602;SPC ID E     -   106,646.266   224,000.950   MT  0.99995445   +0 11 53.3
 NT0602;UTM  12      - 4,719,705.676   428,325.287   MT  0.99966320   -0 35 31.1
 NT0602
 NT0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0602!SPC ID E     -   0.99969402  x   0.99995445  =   0.99964849
 NT0602!UTM  12      -   0.99969402  x   0.99966320  =   0.99935733
 NT0602
 NT0602                          SUPERSEDED SURVEY CONTROL
 NT0602
 NT0602  NAD 83(1986)-  42 37 35.25695(N)    111 52 26.66108(W) AD(       ) 2
 NT0602  NAD 27      -  42 37 35.54840(N)    111 52 23.82040(W) AD(       ) 2
 NT0602
 NT0602.Superseded values are not recommended for survey control.
 NT0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0602.See file dsdata.txt to determine how the superseded data were derived.
 NT0602
 NT0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN2832519706(NAD 83)
 NT0602_MARKER: DD = SURVEY DISK
 NT0602_SETTING: 66 = SET IN ROCK OUTCROP
 NT0602_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NT0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0602+STABILITY: POSITION/ELEVATION WELL
 NT0602
 NT0602  HISTORY     - Date     Condition        Report By
 NT0602  HISTORY     - 1963     MONUMENTED       IDDT
 NT0602
 NT0602                          STATION DESCRIPTION
 NT0602
 NT0602'DESCRIBED BY ID DEPT OF TRANSP 1963 (JCC)
 NT0602'THE STATION IS ABOUT 8-1/4 MILES EAST OF LAVA HOT SPRINGS,
 NT0602'6-1/4 MILES SOUTH OF BANCROFT, ON THE HIGHEST POINT OF A
 NT0602'BRUSH COVERED HILL WHICH IS THE HIGHEST POINT IN THE VICINITY.
 NT0602'
 NT0602'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 NT0602'BUCKSKIN.  THE DISTANCE BEING 8.58 FEET OR 2.617 METERS
 NT0602'EAST-NORTHEAST.  THE MARK IS A BRONZE DISK OF THE IDAHO
 NT0602'DEPT. OF HIGHWAYS, NOT STAMPED, CEMENTED IN A DRILL HOLE IN A
 NT0602'3 BY 3 FOOT ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0737 ***********************************************************************
 QZ0737  DESIGNATION -  BUFFALO
 QZ0737  PID         -  QZ0737
 QZ0737  STATE/COUNTY-  ID/IDAHO
 QZ0737  USGS QUAD   -  BUFFALO HUMP (1995)
 QZ0737
 QZ0737                         *CURRENT SURVEY CONTROL
 QZ0737  ___________________________________________________________________
 QZ0737* NAD 83(1992)-  45 37 13.71181(N)    115 41 57.46806(W)     ADJUSTED  
 QZ0737* NAVD 88     -      2725.6    (meters)    8942.     (feet)  VERTCON   
 QZ0737  ___________________________________________________________________
 QZ0737  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 QZ0737  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 QZ0737
 QZ0737  HORZ ORDER  -  FIRST
 QZ0737
 QZ0737.The horizontal coordinates were established by classical geodetic methods
 QZ0737.and adjusted by the National Geodetic Survey in July 1992..
 QZ0737
 QZ0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0737
 QZ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0737
 QZ0737.The geoid height was determined by GEOID03.
 QZ0737
 QZ0737;                    North         East     Units Scale Factor Converg.
 QZ0737;SPC ID W     -   439,261.120   803,954.149   MT  0.99993353   +0 02 10.5
 QZ0737;UTM  11      - 5,052,703.840   601,402.667   MT  0.99972642   +0 55 47.0
 QZ0737
 QZ0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0737!SPC ID W     -   0.99957520  x   0.99993353  =   0.99950876
 QZ0737!UTM  11      -   0.99957520  x   0.99972642  =   0.99930174
 QZ0737
 QZ0737|---------------------------------------------------------------------|
 QZ0737| PID    Reference Object                     Distance      Geod. Az  |
 QZ0737|                                                           dddmmss.s |
 QZ0737| CH6541 BUFFALO RM 1                         19.020 METERS 01841     |
 QZ0737| CH6542 BUFFALO RM 2                          9.537 METERS 16952     |
 QZ0737| QZ0741 GOSPEL                              APPROX.18.8 KM 2700522.6 |
 QZ0737|---------------------------------------------------------------------|
 QZ0737
 QZ0737                          SUPERSEDED SURVEY CONTROL
 QZ0737
 QZ0737  NAD 83(1986)-  45 37 13.71353(N)    115 41 57.46474(W) AD(       ) 1
 QZ0737  NAD 27      -  45 37 14.06930(N)    115 41 53.98011(W) AD(       ) 1
 QZ0737  NGVD 29 (07/19/86) 2724.2    (m)         8938.     (f) VERT ANG       
 QZ0737
 QZ0737.Superseded values are not recommended for survey control.
 QZ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0737.See file dsdata.txt to determine how the superseded data were derived.
 QZ0737
 QZ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL0140352704(NAD 83)
 QZ0737_MARKER: Z = SEE DESCRIPTION
 QZ0737_SETTING: 0 = UNSPECIFIED SETTING
 QZ0737
 QZ0737  HISTORY     - Date     Condition        Report By
 QZ0737  HISTORY     - 1946     MONUMENTED       CGS
 QZ0737  HISTORY     - 1962     GOOD             USGS
 QZ0737  HISTORY     - 1974     GOOD             USGS
 QZ0737
 QZ0737                          STATION DESCRIPTION
 QZ0737
 QZ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0737'STATION IS LOCATED ABOUT 13-1/2 MILES (AIR LINE) S OF GOLDEN
 QZ0737'POST OFFICE, 9 MILES SW OF OROGRANDE, 3/4 MILE WNW OF
 QZ0737'BUFFALO LAKE, ON THE SUMMIT OF A HIGH ROCKY PEAK KNOWN AS
 QZ0737'BUFFALO HUMP, AND IS ON THE HIGHEST POINT OF THE HILL.
 QZ0737'
 QZ0737'STATION MARK IS A BRONZE STATION DISK SET IN A BURIED BOULDER
 QZ0737'PROJECTING ABOUT 10 INCHES.  IT IS AMONG A GROUP OF LOOSE
 QZ0737'BOULDERS.  DISK IS STAMPED BUFFALO 1945.
 QZ0737'
 QZ0737'TO REACH FROM THE OROGRANDE POST OFFICE, GO SSW ON THE MAIN
 QZ0737'ROAD FOR 0.8 MILE TO A FORK JUST AFTER PASSING AN OLD STORE
 QZ0737'BUILDING ON THE RIGHT, KEEP RIGHT FORK AS PER SIGN OROGRANDE
 QZ0737'SUMMIT 6 MILES AND GO 6.2 MILES TO A FORK AT SUMMIT OF HILL,
 QZ0737'TAKE RIGHT FORK AS PER SIGN HUMP TOWN 5 AND CONTINUE FOR 5.8
 QZ0737'MILES TO A FORK AT TOP OF NEXT DIVIDE AND SIGN BUFFALO LAKE
 QZ0737'1/2 MILE, TAKE RIGHT FORK AND CONTINUE FOR ABOUT 0.1 MILE TO A
 QZ0737'FORK ABOUT 200 YARDS S OF THE S END OF THE LAKE.  (FROM THIS
 QZ0737'POINT THE STATION IS VISIBLE ON THE PROMINENT SKYLINE PEAK
 QZ0737'ABOUT 3/4 MILE NW.) CONTINUE ON LEFT FORK FOR ABOUT 0.1
 QZ0737'MILE AND END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL
 QZ0737'PICK UP OLD TRAIL AND PACK NW TO THE HIGHEST POINT AND
 QZ0737'STATION.
 QZ0737'
 QZ0737'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROP
 QZ0737'ABOUT 10 FEET LOWER THAN THE STATION.  DISK IS STAMPED BUFFALO
 QZ0737'NO 1 1945.
 QZ0737'
 QZ0737'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROP
 QZ0737'ABOUT 2-1/2 FEET LOWER THAN THE STATION.  DISK IS STAMPED BUFFALO
 QZ0737'NO 2 1945.
 QZ0737'
 QZ0737'STATION GOSPEL USED AS AZIMUTH MARK.
 QZ0737'
 QZ0737'U.S.G.S. MARK IS A TRIANGLE CHISELED IN A ROCK AND IS COVERED
 QZ0737'BY A ROCK CAIRN.
 QZ0737
 QZ0737                          STATION RECOVERY (1962)
 QZ0737
 QZ0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0737'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.
 QZ0737'
 QZ0737'REACHED BY HELICOPTER.
 QZ0737
 QZ0737                          STATION RECOVERY (1974)
 QZ0737
 QZ0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0737'RECOVERED AS DESCRIBED BY USGS AND NGS.  ALL MARKS IN GOOD
 QZ0737'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0738 ***********************************************************************
 QZ0738  DESIGNATION -  BUFFALO HUMP CAIRN
 QZ0738  PID         -  QZ0738
 QZ0738  STATE/COUNTY-  ID/IDAHO
 QZ0738  USGS QUAD   -  BUFFALO HUMP (1995)
 QZ0738
 QZ0738                         *CURRENT SURVEY CONTROL
 QZ0738  ___________________________________________________________________
 QZ0738* NAD 83(1992)-  45 37 13.79037(N)    115 41 57.23149(W)     ADJUSTED  
 QZ0738* NAVD 88     -      2725.     (meters)    8940.     (feet)  SCALED    
 QZ0738  ___________________________________________________________________
 QZ0738  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 QZ0738  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 QZ0738
 QZ0738  HORZ ORDER  -  THIRD
 QZ0738
 QZ0738.The horizontal coordinates were established by classical geodetic methods
 QZ0738.and adjusted by the National Geodetic Survey in July 1992..
 QZ0738.No horizontal observational check was made to the station.
 QZ0738
 QZ0738.The orthometric height was scaled from a topographic map.
 QZ0738
 QZ0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0738
 QZ0738.The geoid height was determined by GEOID03.
 QZ0738
 QZ0738;                    North         East     Units Scale Factor Converg.
 QZ0738;SPC ID W     -   439,263.548   803,959.272   MT  0.99993353   +0 02 10.6
 QZ0738;UTM  11      - 5,052,706.347   601,407.751   MT  0.99972643   +0 55 47.2
 QZ0738
 QZ0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0738!SPC ID W     -   0.99957524  x   0.99993353  =   0.99950879
 QZ0738!UTM  11      -   0.99957524  x   0.99972643  =   0.99930178
 QZ0738
 QZ0738                          SUPERSEDED SURVEY CONTROL
 QZ0738
 QZ0738  NAD 83(1986)-  45 37 13.79208(N)    115 41 57.22817(W) AD(       ) 3
 QZ0738  NAD 27      -  45 37 14.14744(N)    115 41 53.74479(W) AD(       ) 3
 QZ0738
 QZ0738.Superseded values are not recommended for survey control.
 QZ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0738.See file dsdata.txt to determine how the superseded data were derived.
 QZ0738
 QZ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL0140852706(NAD 83)
 QZ0738
 QZ0738  HISTORY     - Date     Condition        Report By
 QZ0738  HISTORY     - 1946     MONUMENTED       CGS
 QZ0738
 QZ0738                          STATION DESCRIPTION
 QZ0738
 QZ0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QZ0738'SEE STATION BUFFALO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1178 ***********************************************************************
 NV1178  DESIGNATION -  BUGS
 NV1178  PID         -  NV1178
 NV1178  STATE/COUNTY-  ID/OWYHEE
 NV1178  USGS QUAD   -  BLACK LEG CREEK (1979)
 NV1178
 NV1178                         *CURRENT SURVEY CONTROL
 NV1178  ___________________________________________________________________
 NV1178* NAD 83(1992)-  42 07 11.53483(N)    115 45 26.59825(W)     ADJUSTED  
 NV1178* NAVD 88     -      1735.4    (meters)    5694.     (feet)  VERTCON   
 NV1178  ___________________________________________________________________
 NV1178  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 NV1178  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 NV1178
 NV1178  HORZ ORDER  -  FIRST
 NV1178
 NV1178.The horizontal coordinates were established by classical geodetic methods
 NV1178.and adjusted by the National Geodetic Survey in July 1992..
 NV1178
 NV1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1178
 NV1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1178
 NV1178.The geoid height was determined by GEOID03.
 NV1178
 NV1178;                    North         East     Units Scale Factor Converg.
 NV1178;SPC ID W     -    50,334.601   799,389.056   MT  0.99993334   -0 00 17.8
 NV1178;SPC NV E     - 8,818,025.983   185,607.938   MT  0.99990255   -0 07 00.3
 NV1178;SPC NV E     -28,930,473.58    608,948.71   sFT  0.99990255   -0 07 00.3
 NV1178;UTM  11      - 4,663,832.585   602,717.594   MT  0.99972982   +0 50 00.5
 NV1178
 NV1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1178!SPC ID W     -   0.99973045  x   0.99993334  =   0.99966381
 NV1178!SPC NV E     -   0.99973045  x   0.99990255  =   0.99963303
 NV1178!UTM  11      -   0.99973045  x   0.99972982  =   0.99946034
 NV1178
 NV1178|---------------------------------------------------------------------|
 NV1178| PID    Reference Object                     Distance      Geod. Az  |
 NV1178|                                                           dddmmss.s |
 NV1178| CD4349 BUGS RM 1                             8.627 METERS 07420     |
 NV1178| CD4350 BUGS RM 2                             8.586 METERS 17455     |
 NV1178| CD4348 BUGS AZ MK                                         2092252.4 |
 NV1178|---------------------------------------------------------------------|
 NV1178
 NV1178                          SUPERSEDED SURVEY CONTROL
 NV1178
 NV1178  NAD 83(1986)-  42 07 11.53497(N)    115 45 26.59777(W) AD(       ) 1
 NV1178  NAD 27      -  42 07 11.88400(N)    115 45 23.27800(W) AD(       ) 1
 NV1178  NGVD 29 (07/19/86) 1734.3    (m)         5690.     (f) VERT ANG       
 NV1178
 NV1178.Superseded values are not recommended for survey control.
 NV1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1178.See file dsdata.txt to determine how the superseded data were derived.
 NV1178
 NV1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG0271863833(NAD 83)
 NV1178_MARKER: DS = TRIANGULATION STATION DISK
 NV1178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV1178_SP_SET: METAL PIPE IMBEDDED IN GROUND
 NV1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1178
 NV1178  HISTORY     - Date     Condition        Report By
 NV1178  HISTORY     - 1956     MONUMENTED       CGS
 NV1178  HISTORY     - 1972     SEE DESCRIPTION  USGS
 NV1178
 NV1178                          STATION DESCRIPTION
 NV1178
 NV1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NV1178'THE STATION IS ON A SMALL FLAT TOPPED RIDGE OR PLATEAU WHICH
 NV1178'RUNS IN A GENERAL NORTHWEST-SOUTHEAST DIRECTION.  IT IS ABOUT
 NV1178'23 MILES NORTHEAST OF MOUNTAIN CITY, NEVADA, 22 MILES
 NV1178'EAST-NORTHEAST OF OWYHEE, NEVADA, AND 15 MILES SOUTHEAST OF
 NV1178'GRASMERE, IDAHO.
 NV1178'
 NV1178'TO REACH FROM MOUNTAIN CITY, NEVADA, GO SOUTH ON STATE HIGHWAY
 NV1178'43 FOR 1.15 MILES TO A ROAD LEFT.  TURN LEFT AND FOLLOW THIS
 NV1178'BLADED ROAD FOR 3.3 MILES UP CALIFORNIA CREEK TO A Y FORK
 NV1178'JUST BEFORE REACHING RANCH BUILDINGS.  TAKE THE LEFT FORK, NORTH,
 NV1178'UP HILL AND GO 4.85 MILES TO YANKEE BILL SUMMIT, AS PER SIGN.
 NV1178'CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD DOWN HILL
 NV1178'FOR 0.45 MILES TO A Y FORK.  TAKE THE LEFT FORK, NORTH, AND
 NV1178'CONTINUE AHEAD FOR 3.1 MILES TO MERRIT CREEK, AS PER SIGN.
 NV1178'AFTER CROSSING CREEK TAKE RIGHT FORK AND GO 1.55 MILES TO
 NV1178'RANCH.  CONTINUE PAST HOUSE ON THE MAIN TRAVELED ROAD FOR 1.9
 NV1178'MILES TO A FORK.  KEEP THE LEFT FORK AND CONTINUE AHEAD
 NV1178'FOR 1.4 MILES TO SUMMIT OF HILL.  (THIS IS ABOUT 1 MILE
 NV1178'WEST OF TRIANGULATION STATION ALDER (USGS) CONTINUE
 NV1178'AHEAD ON THE MAIN TRAVELED ROAD DOWN GRADE, NORTHEAST AND
 NV1178'NORTH, FOR 7.7 MILES TO THE ALZOLA BROTHERS RANCH TO THE
 NV1178'LEFT OF ROAD JUST NORTH-NORTHWEST OF A POLE GATE.
 NV1178'FROM HERE CONTINUE ON THE MAIN TRAVELED ROAD AS IT SWINGS
 NV1178'RIGHT, EAST, AND THEN LEFT, NORTHEAST, FOR 0.85 MILES TO A FORK.
 NV1178'TAKE THE RIGHT FORK, SOUTHEAST AND SOUTH, FOR 1.0 MILES TO
 NV1178'INTERSECTION WITH A GRADED ROAD AND TRIANGULATION STATION
 NV1178'ZOLA IN THE Y OF THE INTERSECTION.  TURN LEFT, NORTH, ONTO
 NV1178'THE GRADED ROAD AND GO 0.4 MILE TO A CROSSROAD.  CONTINUE
 NV1178'STRAIGHT AHEAD, NORTH, FOR 1.2 MILES TO A REVERSE Y AND
 NV1178'LARGE MAIL BOX WITH SIGN ALZOLA BROS. RANCH.  CONTINUE
 NV1178'STRAIGHT AHEAD, NORTH, FOR 2.6 MILES TO THE AZIMUTH MARK ON THE
 NV1178'RIGHT JUST AFTER PASSING A DIM TRACK ROAD RIGHT, AT THE CREST
 NV1178'OF A HILL.  CONTINUE AHEAD FOR 0.05 MILES TO A DIM TRACK ROAD
 NV1178'RIGHT, HERE TURN RIGHT AND GO NORTHEAST FOR 0.6 MILE TO AN OLD
 NV1178'CAMP SITE AT THE TOP OF A SMALL PLATEAU.  BEAR LEFT, NORTHWEST,
 NV1178'FOR 0.05 MILES TO THE HIGHEST POINT OF PLATEAU AND STATION.
 NV1178'THE STATION MARK, A STANDARD DISK STAMPED BUGS 1956, IS BRAZED
 NV1178'TO THE TOP OF A 2 INCH CAST IRON SOIL PIPE THAT PROJECTS ABOUT
 NV1178'14 INCHES.  THE STATION IS ON THE TOP OF A SMALL PLATEAU, 90
 NV1178'YARDS EAST OF THE RIM ROCK, 85 YARDS NORTH-NORTHWEST OF THE
 NV1178'END OF A TRACK ROAD AND OLD CAMP SITE AND 7 FEET EAST OF A
 NV1178'4 X 4 INCH WHITE WOODEN WITNESS POST.
 NV1178'
 NV1178'REFERENCE MARK 1, A STANDARD DISK STAMPED BUGS NO. 1 1956,
 NV1178'IS BRAZED TO THE TOP OF A 2 INCH CAST IRON SOIL PIPE THAT
 NV1178'PROJECTS ABOUT 14 INCHES AND IS AT THE SAME ELEVATION AS THE
 NV1178'STATION.
 NV1178'
 NV1178'REFERENCE MARK 2, A STANDARD DISK STAMPED BUGS NO. 2 1956,
 NV1178'IS BRAZED TO THE TOP OF A 2 INCH CAST IRON SOIL PIPE THAT
 NV1178'PROJECTS ABOUT 12 INCHES AND IS AT THE SAME ELEVATION AS THE
 NV1178'STATION.
 NV1178'
 NV1178'THE AZIMUTH MARK, A STANDARD DISK STAMPED BUGS 1956, IS BRAZED
 NV1178'TO THE TOP OF A 2 INCH CAST IRON SOIL PIPE THAT PROJECTS ABOUT
 NV1178'14 INCHES.  THE MARK IS 0.05 MILE NORTH OF THE CREST OF A
 NV1178'LOW HILL, 19 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 NV1178'ROAD AND 3 FEET NORTH OF A 4 X 4 INCH WHITE WOODEN WITNESS POST.
 NV1178
 NV1178                          STATION RECOVERY (1972)
 NV1178
 NV1178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NV1178'INSTRUMENT STAND 3.4 FT ABOVE STATION MARK.
 NV1178'
 NV1178'ALL MARKS IN GOOD CONDITION.  NEW TO REACH FOLLOWS--
 NV1178'
 NV1178'FROM GRASMERE STATION DRIVE SOUTH ON STATE ROUTE 51 FOR 0.4
 NV1178'MI TO A LANDING STRIP AND RD. FORK.  TURN LEFT AND FOLLOW
 NV1178'GRADED DIRT RD. SOUTHEAST FOR 5.4 MI TO MARYS CREEK.  CONTINUE
 NV1178'SE. ON MAIN RD. FOR 4.0 MI TO A RD. T W., CONTINUE SE. ON MAIN
 NV1178'RD. FOR 1.8 MI TO A 5-WAY JCT.  CONTINUE SE. ON MAIN RD. FOR
 NV1178'0.9 MI TO A RD. T E.  CONTINUE SOUTH ON MAIN RD. FOR 3.0 MI
 NV1178'TO SHEEP CREEK.  CONTINUE SE. FOR 2.8 MI TO CATTLE GUARD AND
 NV1178'RD. Y.  TAKE RIGHT FORK AND CONTINUE SE. ON MAIN RD. FOR 2.1
 NV1178'MI TO CAT CREEK.  CONTINUE W. AND THEN S. ON GRADED RD. FOR 3.5
 NV1178'MI TO A DIM TRACK RD. WHICH TURNS SHARPLY LEFT FROM MAIN RD.
 NV1178'TAKE TRACK RD. N. FOR 0.7 MI TO STATION SITE.  FOUR WHEEL
 NV1178'DRIVE NOT NEEDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1104 ***********************************************************************
 NV1104  DESIGNATION -  BUHL SEGO MILK CO CHIMNEY
 NV1104  PID         -  NV1104
 NV1104  STATE/COUNTY-  ID/TWIN FALLS
 NV1104  USGS QUAD   -  BUHL (1992)
 NV1104
 NV1104                         *CURRENT SURVEY CONTROL
 NV1104  ___________________________________________________________________
 NV1104* NAD 83(1992)-  42 35 49.08970(N)    114 45 07.24170(W)     ADJUSTED  
 NV1104* NAVD 88     -                                                        
 NV1104  ___________________________________________________________________
 NV1104  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 NV1104  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 NV1104
 NV1104  HORZ ORDER  -  THIRD
 NV1104
 NV1104.The horizontal coordinates were established by classical geodetic methods
 NV1104.and adjusted by the National Geodetic Survey in July 1992..
 NV1104
 NV1104
 NV1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1104
 NV1104.The geoid height was determined by GEOID03.
 NV1104
 NV1104;                    North         East     Units Scale Factor Converg.
 NV1104;SPC ID C     -   103,602.857   438,284.090   MT  0.99999421   -0 30 32.4
 NV1104;UTM  11      - 4,718,509.949   684,426.889   MT  1.00001849   +1 31 19.0
 NV1104
 NV1104                          SUPERSEDED SURVEY CONTROL
 NV1104
 NV1104  NAD 83(1986)-  42 35 49.08795(N)    114 45 07.24035(W) AD(       ) 4
 NV1104  NAD 27      -  42 35 49.43200(N)    114 45 04.07200(W) AD(       ) 3
 NV1104
 NV1104.Superseded values are not recommended for survey control.
 NV1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1104.See file dsdata.txt to determine how the superseded data were derived.
 NV1104
 NV1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8442718510(NAD 83)
 NV1104
 NV1104  HISTORY     - Date     Condition        Report By
 NV1104  HISTORY     - UNK      MONUMENTED
 NV1104  HISTORY     - 1946     SEE DESCRIPTION  CGS
 NV1104
 NV1104                          STATION DESCRIPTION
 NV1104
 NV1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1104'LOCATED IN THE SE PART OF THE CITY OF BUHL, JUST S OF THE
 NV1104'UNION PACIFIC RAILROAD TRACKS, AND 0.2 MILE N OF U.S. HIGHWAY
 NV1104'30.  THE STATION IS A CONCRETE STACK AT THE W END OF THE SEGO
 NV1104'MILK PRODUCTS COMPANY BUILDING.  IT IS APPROXIMATELY 200
 NV1104'FEET HIGH AND 12 FEET IN DIAMETER AT THE BASE.  IT IS UNPAINTED.
 NV1104'
 NV1104'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NV1104'30 AND MAIN STREET IN BUHL, GO S AND E 0.6 MILE TO A STREET
 NV1104'LEADING BACK SHARP TO THE LEFT, TURN LEFT (N) AND GO 0.2 MILE
 NV1104'TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0540 ***********************************************************************
 OZ0540  DESIGNATION -  BULL
 OZ0540  PID         -  OZ0540
 OZ0540  STATE/COUNTY-  ID/ELMORE
 OZ0540  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0540
 OZ0540                         *CURRENT SURVEY CONTROL
 OZ0540  ___________________________________________________________________
 OZ0540* NAD 83(1992)-  43 04 58.33142(N)    115 39 24.04232(W)     ADJUSTED  
 OZ0540* NAVD 88     -       943.919  (meters)    3096.84   (feet)  ADJUSTED  
 OZ0540  ___________________________________________________________________
 OZ0540  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 OZ0540  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 OZ0540  DYNAMIC HT  -         943.517 (meters)    3095.52  (feet)  COMP
 OZ0540  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 OZ0540
 OZ0540  HORZ ORDER  -  SECOND
 OZ0540  VERT ORDER  -  FIRST     CLASS II
 OZ0540
 OZ0540.The horizontal coordinates were established by classical geodetic methods
 OZ0540.and adjusted by the National Geodetic Survey in July 1992..
 OZ0540
 OZ0540.The orthometric height was determined by differential leveling
 OZ0540.and adjusted by the National Geodetic Survey in June 1991..
 OZ0540
 OZ0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0540
 OZ0540.The geoid height was determined by GEOID03.
 OZ0540
 OZ0540.The dynamic height is computed by dividing the NAVD 88
 OZ0540.geopotential number by the normal gravity value computed on the
 OZ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0540.degrees latitude (g = 980.6199 gals.).
 OZ0540
 OZ0540.The modeled gravity was interpolated from observed gravity values.
 OZ0540
 OZ0540;                    North         East     Units Scale Factor Converg.
 OZ0540;SPC ID W     -   157,306.398   807,598.791   MT  0.99993404   +0 03 49.5
 OZ0540;UTM  11      - 4,770,893.056   609,345.354   MT  0.99974708   +0 55 03.6
 OZ0540
 OZ0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0540!SPC ID W     -   0.99985450  x   0.99993404  =   0.99978855
 OZ0540!UTM  11      -   0.99985450  x   0.99974708  =   0.99960161
 OZ0540
 OZ0540:                Primary Azimuth Mark                     Grid Az
 OZ0540:SPC ID W     -  ROCKY                                    020 55 17.7
 OZ0540:UTM  11      -  ROCKY                                    020 04 03.6
 OZ0540
 OZ0540|---------------------------------------------------------------------|
 OZ0540| PID    Reference Object                     Distance      Geod. Az  |
 OZ0540|                                                           dddmmss.s |
 OZ0540| OZ1044 ROCKY                               APPROX. 5.8 KM 0205907.2 |
 OZ0540| OZ0539 A 221                                55.998 METERS 02308     |
 OZ0540| OZ1037 HWY 30 STA 2635+86.6 PT              25.760 METERS 19212     |
 OZ0540|---------------------------------------------------------------------|
 OZ0540
 OZ0540                          SUPERSEDED SURVEY CONTROL
 OZ0540
 OZ0540  NAD 83(1986)-  43 04 58.33241(N)    115 39 24.03753(W) AD(       ) 2
 OZ0540  NAD 27      -  43 04 58.70820(N)    115 39 20.73780(W) AD(       ) 2
 OZ0540  NGVD 29 (??/??/92)  943.056  (m)         3094.01   (f) ADJ UNCH    1 2
 OZ0540
 OZ0540.Superseded values are not recommended for survey control.
 OZ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0540.See file dsdata.txt to determine how the superseded data were derived.
 OZ0540
 OZ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0934570893(NAD 83)
 OZ0540_MARKER: DS = TRIANGULATION STATION DISK
 OZ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0540_STAMPING: BULL 1959
 OZ0540_MARK LOGO: CGS   
 OZ0540_PROJECTION: FLUSH
 OZ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0540+STABILITY: SURFACE MOTION
 OZ0540
 OZ0540  HISTORY     - Date     Condition        Report By
 OZ0540  HISTORY     - 1959     MONUMENTED       CGS
 OZ0540  HISTORY     - 1960     GOOD             NGS
 OZ0540  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OZ0540  HISTORY     - 1979     GOOD             NGS
 OZ0540  HISTORY     - 1983     GOOD             LOCENG
 OZ0540  HISTORY     - 1983     GOOD             NGS
 OZ0540
 OZ0540                          STATION DESCRIPTION
 OZ0540
 OZ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ0540'THE STATION IS 3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM
 OZ0540'THE JUNCTION OF U.S. HIGHWAY 30 AND STATE ROUTE 51 IN MOUNTAIN
 OZ0540'HOME, 98 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 30,
 OZ0540'39 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE UNION PACIFIC
 OZ0540'TRACKS, 26 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD
 OZ0540'AND 4 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 OZ0540'
 OZ0540'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 OZ0540'PROJECTING 3 INCHES AND STAMPED BULL 1959.
 OZ0540'
 OZ0540'REFERENCE MARK 1 IS A STANDARD BENCH MARK DISK SET IN A DRILL
 OZ0540'HOLE IN A 2.5 BY 2.5 FOOT SQUARE CONCRETE FOUNDATION AND STAMPED
 OZ0540'A 221 1941.  IT IS 17 FEET SOUTHWEST OF THE CENTER LINE OF A
 OZ0540'GRAVELED ROAD PARALLELING THE RAILROAD TRACKS, 7 FEET NORTHEAST
 OZ0540'OF THE RAILROAD RIGHT OF WAY FENCE LINE AND AT THE EDGE OF THE
 OZ0540'GRAVELED ROADWAY.  THE FOUNDATION PROJECTS ABOUT 16 INCHES.
 OZ0540'
 OZ0540'REFERENCE MARK 2 IS A BRONZE DISK OF THE IDAHO DEPARTMENT OF
 OZ0540'PUBLIC WORKS SET IN A 6 BY 6-INCH SQUARE CONCRETE POST PROJECTING
 OZ0540'2 INCHES AND STAMPED PT 2635 86.6.  IT IS 40 FEET NORTHEAST OF THE
 OZ0540'CENTER LINE OF U.S. HIGHWAY 30 AND 28 FEET SOUTHEAST OF THE CORNER
 OZ0540'POST OF THE RIGHT OF WAY FENCE LINE.
 OZ0540'
 OZ0540'A 2-WHEEL DRIVE STATION.
 OZ0540
 OZ0540                          STATION RECOVERY (1960)
 OZ0540
 OZ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 OZ0540'3.75 MI SE FROM MOUNTAIN HOME.
 OZ0540'ABOUT 3.75 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OZ0540'STATION AT MOUNTAIN HOME, 3 POLES SOUTHEAST AND ACROSS THE TRACK FROM
 OZ0540'MILEPOLE 398, AT A GRAVEL ROAD CROSSING, 39.7 FEET SOUTHWEST OF THE
 OZ0540'SOUTHWEST RAIL, 99 FEET NORTHEAST OF THE CENTER LINE OF US HIGHWAY 30,
 OZ0540'29 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTH OF THE
 OZ0540'CENTER OF THE CROSSING, 24.7 FEET NORTHWEST OF A FENCE, 3.6 FEET
 OZ0540'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP
 OZ0540'OF A CONCRETE POST PROJECTING 0.1 FOOT.
 OZ0540
 OZ0540                          STATION RECOVERY (1967)
 OZ0540
 OZ0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OZ0540'THE STATION MARK, STAMPED BULL 1959, REFERENCE MARK NO. 1,
 OZ0540'STAMPED A 221 1941 AND REFERENCE MARK NO. 2, STAMPED PT 2635
 OZ0540'86.6 WERE RECOVERED AS DESCRIBED.  THE TO REACH IS CORRECT AND
 OZ0540'ADEQUATE.
 OZ0540
 OZ0540                          STATION RECOVERY (1979)
 OZ0540
 OZ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OZ0540'RECOVERED IN GOOD CONDITION.
 OZ0540
 OZ0540                          STATION RECOVERY (1983)
 OZ0540
 OZ0540'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 OZ0540'BULL 1959 RECOVERED GOOD.
 OZ0540'
 OZ0540'ALL MARKS INCLUDING R.M. 1 (STAMPED A221 1941) AND R.M. 2 (STAMPED
 OZ0540'2635 + 86.6) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  A
 OZ0540'METAL WITNESS POST WITH SIGN ATTACHED IS 4 FEET SOUTHWEST OF
 OZ0540'STATION MARK.  THE DESCRIPTION OF THE LOCATION OF THE MARK IS
 OZ0540'ADEQUATE.
 OZ0540
 OZ0540                          STATION RECOVERY (1983)
 OZ0540
 OZ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0540'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.95 KM
 OZ0540'(3.75 MI) SOUTHEAST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0540'PACIFIC RAILROAD OVERPASS IN MOUNTAIN HOME, IN THE SOUTHEAST CORNER OF
 OZ0540'THE INTERSECTION OF AN EAST-WEST ROAD, 30.0 METERS (98 FT) NORTHEAST
 OZ0540'OF THE HIGHWAY CENTERLINE, 56.0 METERS (183.5 FT) SOUTH ACROSS THE
 OZ0540'TRACKS FROM BM A 221, 25.7 METERS (84.5 FT) SOUTHWEST OF THE SOUTHWEST
 OZ0540'RAIL AND 7.4 METERS (24.5 FT) SOUTH OF THE CENTER OF THE ROAD.
 OZ0540'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 OZ0540'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1597 ***********************************************************************
 NU1597  DESIGNATION -  BULL
 NU1597  PID         -  NU1597
 NU1597  STATE/COUNTY-  ID/POWER
 NU1597  USGS QUAD   -  CEDARHILL (1973)
 NU1597
 NU1597                         *CURRENT SURVEY CONTROL
 NU1597  ___________________________________________________________________
 NU1597* NAD 83(1994)-  42 22 27.47540(N)    112 43 31.61406(W)     ADJUSTED  
 NU1597* NAVD 88     -      2420.7    (meters)    7942.     (feet)  VERTCON   
 NU1597  ___________________________________________________________________
 NU1597  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 NU1597  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 NU1597
 NU1597  HORZ ORDER  -  SECOND
 NU1597
 NU1597.The horizontal coordinates were established by classical geodetic methods
 NU1597.and adjusted by the National Geodetic Survey in June 1998..
 NU1597
 NU1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1597
 NU1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1597
 NU1597.The geoid height was determined by GEOID03.
 NU1597
 NU1597;                    North         East     Units Scale Factor Converg.
 NU1597;SPC ID E     -    78,746.411   153,979.163   MT  0.99997342   -0 22 35.8
 NU1597;UTM  12      - 4,692,777.422   357,940.948   MT  0.99984830   -1 09 47.1
 NU1597
 NU1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1597!SPC ID E     -   0.99962263  x   0.99997342  =   0.99959606
 NU1597!UTM  12      -   0.99962263  x   0.99984830  =   0.99947099
 NU1597
 NU1597|---------------------------------------------------------------------|
 NU1597| PID    Reference Object                     Distance      Geod. Az  |
 NU1597|                                                           dddmmss.s |
 NU1597| CM5241 BULL RM 1                             3.749 METERS 05205     |
 NU1597| CM5242 BULL RM 2                             7.468 METERS 15344     |
 NU1597| NU1688 HEGLAR                              APPROX.23.7 KM 2751711.4 |
 NU1597|---------------------------------------------------------------------|
 NU1597
 NU1597                          SUPERSEDED SURVEY CONTROL
 NU1597
 NU1597  NAD 83(1992)-  42 22 27.47540(N)    112 43 31.61406(W) AD(       ) 2
 NU1597  NAD 83(1986)-  42 22 27.47314(N)    112 43 31.60881(W) AD(       ) 2
 NU1597  NAD 27      -  42 22 27.77694(N)    112 43 28.66804(W) AD(       ) 2
 NU1597  NGVD 29 (07/19/86) 2419.5    (m)         7938.     (f) VERT ANG       
 NU1597
 NU1597.Superseded values are not recommended for survey control.
 NU1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1597.See file dsdata.txt to determine how the superseded data were derived.
 NU1597
 NU1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM5794192777(NAD 83)
 NU1597_MARKER: DD = SURVEY DISK
 NU1597_SETTING: 66 = SET IN ROCK OUTCROP
 NU1597
 NU1597  HISTORY     - Date     Condition        Report By
 NU1597  HISTORY     - 1968     MONUMENTED       USGS
 NU1597
 NU1597                          STATION DESCRIPTION
 NU1597
 NU1597'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (NAW)
 NU1597'LOCATED ABOUT 37 MI. SW. OF POCATELLO.  5 MI. E. OF ROY.
 NU1597'AT THE S. END OF THE DEEP CREEK MOUNTAINS.  ON THE N. PART
 NU1597'OF A PROMINENT ROCKY PEAK.
 NU1597'
 NU1597'REACHED BY HELICOPTER BY FLYING E. FROM ROY ABOUT 5 MI. TO
 NU1597'HIGHEST POINT AND STATION.
 NU1597'
 NU1597'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED BULL
 NU1597'1968 CEMENTED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE
 NU1597'GROUND.
 NU1597'
 NU1597'REFERENCE MARK NO. 1--A STANDARD BRASS TABLET STAMPED NO 1 1968
 NU1597'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP ABOUT 0.3 FT. BELOW
 NU1597'THE STATION MARK.
 NU1597'
 NU1597'REFERENCE MARK NO. 2--A STANDARD BRASS TABLET STAMPED NO 2 1968
 NU1597'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP ABOUT 3.4 FT. BELOW
 NU1597'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0374 ***********************************************************************
 NW0374  DESIGNATION -  BULL
 NW0374  PID         -  NW0374
 NW0374  STATE/COUNTY-  ID/OWYHEE
 NW0374  USGS QUAD   -  FRYING PAN BASIN (1972)
 NW0374
 NW0374                         *CURRENT SURVEY CONTROL
 NW0374  ___________________________________________________________________
 NW0374* NAD 83(1992)-  42 28 27.07461(N)    116 27 35.00148(W)     ADJUSTED  
 NW0374* NAVD 88     -      1870.2    (meters)    6136.     (feet)  VERTCON   
 NW0374  ___________________________________________________________________
 NW0374  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 NW0374  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 NW0374
 NW0374  HORZ ORDER  -  SECOND
 NW0374
 NW0374.The horizontal coordinates were established by classical geodetic methods
 NW0374.and adjusted by the National Geodetic Survey in July 1992..
 NW0374
 NW0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0374
 NW0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0374
 NW0374.The geoid height was determined by GEOID03.
 NW0374
 NW0374;                    North         East     Units Scale Factor Converg.
 NW0374;SPC ID W     -    89,933.180   741,641.268   MT  0.99997522   -0 28 45.3
 NW0374;UTM  11      - 4,702,568.285   544,410.816   MT  0.99962427   +0 21 53.4
 NW0374
 NW0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0374!SPC ID W     -   0.99970940  x   0.99997522  =   0.99968463
 NW0374!UTM  11      -   0.99970940  x   0.99962427  =   0.99933378
 NW0374
 NW0374:                Primary Azimuth Mark                     Grid Az
 NW0374:SPC ID W     -  JACK                                     064 28 56.2
 NW0374:UTM  11      -  JACK                                     063 38 17.5
 NW0374
 NW0374|---------------------------------------------------------------------|
 NW0374| PID    Reference Object                     Distance      Geod. Az  |
 NW0374|                                                           dddmmss.s |
 NW0374| NW0362 JACK                                APPROX.17.4 KM 0640010.9 |
 NW0374| CD4352 BULL RM 2                             7.566 METERS 13626     |
 NW0374| CD4351 BULL RM 1                             7.736 METERS 20933     |
 NW0374|---------------------------------------------------------------------|
 NW0374
 NW0374                          SUPERSEDED SURVEY CONTROL
 NW0374
 NW0374  NAD 83(1986)-  42 28 27.07624(N)    116 27 35.00000(W) AD(       ) 2
 NW0374  NAD 27      -  42 28 27.47353(N)    116 27 31.58490(W) AD(       ) 2
 NW0374  NGVD 29 (07/19/86) 1869.0    (m)         6132.     (f) VERT ANG       
 NW0374
 NW0374.Superseded values are not recommended for survey control.
 NW0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0374.See file dsdata.txt to determine how the superseded data were derived.
 NW0374
 NW0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH4441102568(NAD 83)
 NW0374_MARKER: Z = SEE DESCRIPTION
 NW0374_SETTING: 0 = UNSPECIFIED SETTING
 NW0374
 NW0374  HISTORY     - Date     Condition        Report By
 NW0374  HISTORY     - 1974     MONUMENTED       USGS
 NW0374
 NW0374                          STATION DESCRIPTION
 NW0374
 NW0374'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0374'LOCATED ABOUT 40.0 MI SE. OF GRAND VIEW.  26.5 NW. OF RIDDLE.  21.5
 NW0374'MI SE. OF TRIANGLE.  ABOUT 5.0 MI W. OF BULL BASIN.  ON A HIGH
 NW0374'ROUNDED TOP.
 NW0374'
 NW0374'REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 NW0374'
 NW0374'STATION MARK--A STANDARD USGS TABLET STAMPED BULL 1972 CEMENTED
 NW0374'IN A LARGE ROCK OUTCROP.
 NW0374'
 NW0374'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NW0374'STAMPED BULL NO 1 1972 SET IN A LARGE BOULDER.
 NW0374'
 NW0374'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NW0374'STAMPED BULL NO 2 1972, SET IN A LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1006 ***********************************************************************
 SU1006  DESIGNATION -  BULLFROG
 SU1006  PID         -  SU1006
 SU1006  STATE/COUNTY-  ID/SHOSHONE
 SU1006  USGS QUAD   -  LOOKOUT PASS (1988)
 SU1006
 SU1006                         *CURRENT SURVEY CONTROL
 SU1006  ___________________________________________________________________
 SU1006* NAD 83(1992)-  47 29 03.11624(N)    115 41 02.30488(W)     ADJUSTED  
 SU1006* NAVD 88     -      1958.     (meters)    6424.     (feet)  SCALED    
 SU1006  ___________________________________________________________________
 SU1006  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 SU1006  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 SU1006
 SU1006  HORZ ORDER  -  SECOND
 SU1006
 SU1006.The horizontal coordinates were established by classical geodetic methods
 SU1006.and adjusted by the National Geodetic Survey in July 1992..
 SU1006
 SU1006.The orthometric height was scaled from a topographic map.
 SU1006
 SU1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1006
 SU1006.The geoid height was determined by GEOID03.
 SU1006
 SU1006;                    North         East     Units Scale Factor Converg.
 SU1006;SPC ID W     -   646,423.586   804,975.827   MT  0.99993364   +0 02 55.2
 SU1006;SPC MT       -   377,754.520   134,688.652   MT  0.99942648   -4 31 25.0
 SU1006;SPC MT       - 1,239,352.10    441,891.90   iFT  0.99942648   -4 31 25.0
 SU1006;UTM  11      - 5,259,813.001   599,143.455   MT  0.99972079   +0 58 12.4
 SU1006
 SU1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1006!SPC ID W     -   0.99969563  x   0.99993364  =   0.99962929
 SU1006!SPC MT       -   0.99969563  x   0.99942648  =   0.99912229
 SU1006!UTM  11      -   0.99969563  x   0.99972079  =   0.99941651
 SU1006
 SU1006|---------------------------------------------------------------------|
 SU1006| PID    Reference Object                     Distance      Geod. Az  |
 SU1006|                                                           dddmmss.s |
 SU1006| CH6543 BULLFROG RM 1                        19.292 METERS 12618     |
 SU1006| SU1010 VOR                                 APPROX. 3.4 KM 1635328.4 |
 SU1006| CH6544 BULLFROG RM 2                        11.282 METERS 27814     |
 SU1006|---------------------------------------------------------------------|
 SU1006
 SU1006                          SUPERSEDED SURVEY CONTROL
 SU1006
 SU1006  NAD 83(1986)-  47 29 03.11945(N)    115 41 02.29775(W) AD(       ) 2
 SU1006  NAD 27      -  47 29 03.36110(N)    115 40 58.73471(W) AD(       ) 2
 SU1006
 SU1006.Superseded values are not recommended for survey control.
 SU1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1006.See file dsdata.txt to determine how the superseded data were derived.
 SU1006
 SU1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9914359813(NAD 83)
 SU1006_MARKER: Z = SEE DESCRIPTION
 SU1006_SETTING: 0 = UNSPECIFIED SETTING
 SU1006
 SU1006  HISTORY     - Date     Condition        Report By
 SU1006  HISTORY     - 1958     MONUMENTED       CGS
 SU1006  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SU1006  HISTORY     - 1973     SEE DESCRIPTION  IDDT
 SU1006
 SU1006                          STATION DESCRIPTION
 SU1006
 SU1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU1006'THE STATION IS 5 MILES EAST-NORTHEAST OF MULLAN, 2 MILES
 SU1006'NORTH-NORTHEAST OF LOOKOUT PASS AND 0.25 MILE SOUTHEAST OF THE
 SU1006'HIGHEST POINT OF BULLFROG MOUNTAIN.
 SU1006'
 SU1006'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 10 AND BOULDER
 SU1006'CREEK ROAD IN MULLAN GO EASTERLY ON U.S. HIGHWAY 10 FOR 1.2
 SU1006'MILES TO AN OILED ROAD LEFT, (OLD HIGHWAY) KEEP LEFT, EASTERLY,
 SU1006'ALONG THE OLD HIGHWAY FOR 2.6 MILES TO THE HALE FISH HATCHERY
 SU1006'ON THE RIGHT AND A ROAD LEADING LEFT AT A SIGN LITTLE NORTH
 SU1006'FORK, TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD FOR 0.6 MILE
 SU1006'TO A FORK, KEEP THE RIGHT FORK, LEAVING THE MAIN TRAVELED
 SU1006'ROAD, AND GO 0.9 MILE TO ANOTHER FORK.  KEEP TO THE RIGHT
 SU1006'FORK, ALWAYS UP GRADE, FOR 0.7 MILE TO A FORK, KEEP RIGHT AND
 SU1006'GO 0.2 MILE TO A SHARP RIGHT SWITCHBACK, CONTINUE FOR 0.2
 SU1006'MILE TO A FORK, KEEP THE LEFT FORK FOR 1.2 MILES TO ANOTHER
 SU1006'SWITCHBACK LEFT, CONTINUE UP GRADE FOR 1.1 MILES TO THE END OF
 SU1006'TRUCK TRAVEL AT A TRIANGLE BLAZE ON A 12 INCH PINE TREE
 SU1006'ON THE RIGHT OF THE ROAD.  FROM HERE CONTINUE ON THE ROAD FOR
 SU1006'0.55 MILE TO A TURNING AREA IN THE SADDLE.
 SU1006'
 SU1006'THE ONLY VEHICLE THAT CAN BE DRIVEN ON THIS ROAD WOULD BE
 SU1006'A SHORT COUPLED JEEP WITH 4 WHEEL DRIVE.  A 5 MINUTE PACK.
 SU1006'
 SU1006'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS WELDED TO
 SU1006'THE TOP OF 3 INCH IRON PIPES EACH PROJECTING ABOUT 8 INCHES
 SU1006'AND STAMPED BULLFROG 1958 WITH THE REFERENCE MARKS FURTHER
 SU1006'STAMPED NO 1 AND NO 2 RESPECTIVELY.
 SU1006'
 SU1006'THE STATION WAS ECCENTRICALLY OCCUPIED FROM THE EMBANKMENT LEFT
 SU1006'BY BULLDOZER OPERATION FOR A MINING CLAIM LOCATION TO SEE
 SU1006'POINTS INTO THE VALLEY.  TRUE STATION WILL SEE WELL TO ALL
 SU1006'DIRECTION EXCEPT WHERE BLOCKED BY TIMBER TO THE NORTHWEST.
 SU1006
 SU1006                          STATION RECOVERY (1962)
 SU1006
 SU1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WPY)
 SU1006'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SU1006
 SU1006                          STATION RECOVERY (1973)
 SU1006
 SU1006'RECOVERY NOTE BY ID DEPT OF TRANSP 1973
 SU1006'TO REACH FROM THE INTERSECTION OF U.S. 10 AND BOULDER CREEK
 SU1006'ROAD IN MULLAN, GO EASTERLY ON HWY 10 FOR 1.2 MILES TO AN OILED
 SU1006'ROAD LEFT, KEEP LEFT, GO EASTERLY FOR 2.6 MILES TO THE HALE
 SU1006'FISH HATCHERY ON THE RIGHT AND A ROAD LEFT AT A SIGN LITTLE
 SU1006'NORTH FORK, TURN LEFT AND GO NORTHERLY 0.1 MILE, CROSS RAILROAD,
 SU1006'CONTINUE 0.1 MILE.  KEEP RIGHT FORK AND GO EASTERLY 0.2 MILE,
 SU1006'KEEP RIGHT FORK 0.5 MILE TO A CROSSROAD, TAKE CENTER ROAD
 SU1006'NORTHERLY 0.15 MILE TO A REVERSE Y ON THE RIGHT, KEEP LEFT
 SU1006'AND CONTINUE NORTHERLY 0.15 MILE TO A REVERSE Y ON RIGHT.
 SU1006'TURN SHARP RIGHT AND GO SOUTHERLY 0.25 MILE, KEEP RIGHT FORK
 SU1006'0.15 MILE TO A FORK IN A DRAW.  (4-WHEEL DRIVE VEHICLE
 SU1006'REQUIRED FROM HERE).  KEEP LEFT FORK, GO SOUTHERLY 0.35 MILE.
 SU1006'KEEP LEFT FORK 0.1 MILE.  KEEP RIGHT 0.2 MILE TO A SWITCH
 SU1006'BACK TO THE LEFT.  CONTINUE SOUTHWESTERLY 0.15 MILE.  KEEP
 SU1006'RIGHT FORK 0.25 MILE.  KEEP RIGHT 0.1 MILE.  KEEP RIGHT,
 SU1006'NORTHERLY 0.3 MILE, KEEP RIGHT 0.1 MILE TO A SWITCHBACK.
 SU1006'TURN SHARP RIGHT, GO SOUTHEASTERLY 0.4 MILE.  KEEP LEFT
 SU1006'FORK 0.1 MILE TO END OF TRUCK TRAVEL, A BLAZED 14-INCH
 SU1006'FIR TREE ON THE RIGHT AT THE SUMMIT OF A RISE, AND THE
 SU1006'STATION ON THE TOP OF THE HILL ON THE LEFT.  ABOUT 5 MIN.
 SU1006'PACK.  TRUCK CAN BE TURNED AROUND IN THE SADDLE 0.6 MILE
 SU1006'BEYOND END OF TRUCK TRAVEL.
 SU1006'
 SU1006'1958 MEASUREMENTS TO REFERENCE MARKS WERE VERIFIED.
 SU1006'
 SU1006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 SU1006'NORTHEAST OF MULLAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1497 ***********************************************************************
 SV1497  DESIGNATION -  BUM
 SV1497  PID         -  SV1497
 SV1497  STATE/COUNTY-  ID/SHOSHONE
 SV1497  USGS QUAD   -  MERRY CREEK (1995)
 SV1497
 SV1497                         *CURRENT SURVEY CONTROL
 SV1497  ___________________________________________________________________
 SV1497* NAD 83(1992)-  47 04 44.93032(N)    116 08 01.51882(W)     ADJUSTED  
 SV1497* NAVD 88     -      1443.0    (meters)    4734.     (feet)  VERTCON   
 SV1497  ___________________________________________________________________
 SV1497  LAPLACE CORR-          10.76  (seconds)                    DEFLEC99
 SV1497  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 SV1497
 SV1497  HORZ ORDER  -  SECOND
 SV1497
 SV1497.The horizontal coordinates were established by classical geodetic methods
 SV1497.and adjusted by the National Geodetic Survey in July 1992..
 SV1497
 SV1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1497
 SV1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1497
 SV1497.The geoid height was determined by GEOID03.
 SV1497
 SV1497;                    North         East     Units Scale Factor Converg.
 SV1497;SPC ID W     -   601,463.785   770,858.200   MT  0.99994377   -0 16 51.7
 SV1497;UTM  11      - 5,214,323.563   565,759.264   MT  0.99965315   +0 38 03.7
 SV1497
 SV1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1497!SPC ID W     -   0.99977646  x   0.99994377  =   0.99972024
 SV1497!UTM  11      -   0.99977646  x   0.99965315  =   0.99942968
 SV1497
 SV1497|---------------------------------------------------------------------|
 SV1497| PID    Reference Object                     Distance      Geod. Az  |
 SV1497|                                                           dddmmss.s |
 SV1497| SV1499 HOBO                                 22.291 METERS 29603     |
 SV1497| SV1500 TRAMP                               APPROX. 1.0 KM 3340302.7 |
 SV1497|---------------------------------------------------------------------|
 SV1497
 SV1497                          SUPERSEDED SURVEY CONTROL
 SV1497
 SV1497  NAD 83(1986)-  47 04 44.93412(N)    116 08 01.51126(W) AD(       ) 2
 SV1497  NAD 27      -  47 04 45.24327(N)    116 07 57.95848(W) AD(       ) 2
 SV1497  NGVD 29 (07/19/86) 1441.8    (m)         4730.     (f) VERT ANG       
 SV1497
 SV1497.Superseded values are not recommended for survey control.
 SV1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1497.See file dsdata.txt to determine how the superseded data were derived.
 SV1497
 SV1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6575914324(NAD 83)
 SV1497_MARKER: P = PIPE CAP
 SV1497_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV1497
 SV1497  HISTORY     - Date     Condition        Report By
 SV1497  HISTORY     - 1967     MONUMENTED       BPA
 SV1497
 SV1497                          STATION DESCRIPTION
 SV1497
 SV1497'DESCRIBED BY BONNEVILLE POWER ADMINISTRATION 1967
 SV1497'TO REACH BPA STATIONS HOBO AND BUM FROM THE POST OFFICE IN
 SV1497'CLARKIA, IDAHO, GO 0.5 MILE EASTERLY ON BLACKTOP ROAD TO
 SV1497'CROSS BRIDGE NEAR ROCK QUARRY.  TURN RIGHT ON GRAVEL ROAD
 SV1497'AND GO 0.2 MILE TO SIDE ROAD LEFT.  CONTINUE STRAIGHT 0.4
 SV1497'MILE TO ROAD JUNCTION.  TURN LEFT ON HOBO PASS ROAD AND GO
 SV1497'2.1 MILES TO A T-INTERSECTION.  TURN RIGHT ON MERRY CREEK
 SV1497'ROAD CROSSING BRIDGE AND GO 2.4 MILES TO A Y-INTERSECTION.
 SV1497'TURN LEFT AND GO 2.7 MILES TO A T-INTERSECTION.  TURN RIGHT
 SV1497'AND GO 1.5 MILES TO A Y-INTERSECTION.  TURN LEFT ON MAIN
 SV1497'ROAD AND GO 0.2 MILE TO A Y-INTERSECTION AT HOBO PASS.  TURN
 SV1497'RIGHT UPHILL AND GO 0.3 MILE TO A Y-INTERSECTION.  STATION
 SV1497'HOBO IS LEFT OF ROAD AND STATION BUM IS RIGHT OF ROAD.
 SV1497'
 SV1497'BUM IS A STANDARD BPA BRASS CAP ON IRON PIPE STAMPED BUM,
 SV1497'D-HS, F-67 LOCATED 73 FEET NE OF HOBO.  BUM IS 11 FEET HIGHER
 SV1497'THAN THE CENTER LINE OF THE ROAD AND EXTENDS 0.3 FEET ABOVE
 SV1497'GROUND.  BUM IS ABOUT 41 FEET EAST OF THE CENTER LINE OF THE
 SV1497'RIGHT ROAD FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1446 ***********************************************************************
 SV1446  DESIGNATION -  BUMBLEBEE
 SV1446  PID         -  SV1446
 SV1446  STATE/COUNTY-  ID/SHOSHONE
 SV1446  USGS QUAD   -  BUMBLEBEE PEAK (1985)
 SV1446
 SV1446                         *CURRENT SURVEY CONTROL
 SV1446  ___________________________________________________________________
 SV1446* NAD 83(1999)-  47 40 33.11608(N)    116 18 38.76124(W)     ADJUSTED  
 SV1446* NAVD 88     -      1448.0    (meters)    4751.     (feet)  VERTCON   
 SV1446  ___________________________________________________________________
 SV1446  X           -  -1,907,435.602 (meters)                     COMP
 SV1446  Y           -  -3,857,577.465 (meters)                     COMP
 SV1446  Z           -   4,693,743.605 (meters)                     COMP
 SV1446  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 SV1446  ELLIP HEIGHT-        1431.12  (meters)          (05/11/01) GPS OBS
 SV1446  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 SV1446
 SV1446  HORZ ORDER  -  FIRST
 SV1446  ELLP ORDER  -  FIFTH     CLASS II
 SV1446
 SV1446.The horizontal coordinates were established by classical geodetic methods
 SV1446.and adjusted by the National Geodetic Survey in May 2001..
 SV1446.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1446.DATUM ITEM on the data sheet items page.
 SV1446
 SV1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1446
 SV1446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1446
 SV1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1446
 SV1446.The ellipsoidal height was determined by GPS observations
 SV1446.and is referenced to NAD 83.
 SV1446
 SV1446.The geoid height was determined by GEOID03.
 SV1446
 SV1446;                    North         East     Units Scale Factor Converg.
 SV1446;SPC ID W     -   667,882.304   757,893.974   MT  0.99995511   -0 24 52.6
 SV1446;UTM  11      - 5,280,505.119   551,734.795   MT  0.99963289   +0 30 34.5
 SV1446
 SV1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1446!SPC ID W     -   0.99977574  x   0.99995511  =   0.99973086
 SV1446!UTM  11      -   0.99977574  x   0.99963289  =   0.99940871
 SV1446
 SV1446|---------------------------------------------------------------------|
 SV1446| PID    Reference Object                     Distance      Geod. Az  |
 SV1446|                                                           dddmmss.s |
 SV1446| SV1445 BUMBLEBEE PEAK LOOKOUT TOWER         92.147 METERS 01657     |
 SV1446| SV1412 SPY GLASS PEAK LOOKOUT TOWER        APPROX.20.3 KM 0245043.0 |
 SV1446| SV1411 GRASSY MOUNTAIN LOOKOUT TOWER       APPROX.14.9 KM 0315124.6 |
 SV1446| SV1448 BUMBLEBEE RM A                       25.755 METERS 03317     |
 SV1446| SV1409 LITTLE GUARD PEAK LOH               APPROX.26.6 KM 0590824.5 |
 SV1446| CH6546 BUMBLEBEE RM 1                       11.258 METERS 06111     |
 SV1446| SV1417 GRIZZLY MOUNTAIN LOOKOUT HOUSE      APPROX.16.8 KM 0754043.2 |
 SV1446| SU1052 SUNSET PEAK LOOKOUT HOUSE           APPROX.37.9 KM 1090457.4 |
 SV1446| SV1439 GRAHAM MOUNTAIN LOOKOUT TOWER       APPROX.15.5 KM 1212453.2 |
 SV1446| CH6545 BUMBLEBEE AZ MK                                    1312413.5 |
 SV1446| SV1437 LINFOR HILL LOOKOUT TOWER           APPROX.12.0 KM 1334137.9 |
 SV1446| SU1033 STRIPED PEAK LOOKOUT HOUSE          APPROX.35.4 KM 1375054.2 |
 SV1446| SV1487 KELLOGG PEAK LOOKOUT TOWER          APPROX.24.9 KM 1463416.8 |
 SV1446| SV1518 INITIAL PEAK LOOKOUT HOUSE          APPROX.24.7 KM 2165401.0 |
 SV1446| SV1452 WALL PEAK LOOKOUT TOWER             APPROX. 9.8 KM 2253310.7 |
 SV1446| SV1579 SWAN PEAK LOOKOUT TOWER             APPROX.31.1 KM 2325452.1 |
 SV1446| SV1575 ELK MOUNTAIN LOOKOUT TOWER          APPROX.24.0 KM 2484527.0 |
 SV1446| SV1463 COPPER MOUNTAIN OLD LOT             APPROX.13.1 KM 2564200.1 |
 SV1446| SV1464 MOUNMENT MOUNTAIN LOOKOUT HOUSE     APPROX.11.2 KM 2992511.6 |
 SV1446| SV1566 SPADES MOUNTAIN LOOKOUT TOWER       APPROX.23.5 KM 3044252.4 |
 SV1446| SV1565 SOUTH CHILCO MTN LOOKOUT HOUSE      APPROX.28.0 KM 3192042.6 |
 SV1446| SV1558 CHILCO MOUNTAIN LOOKOUT TOWER       APPROX.29.1 KM 3254130.9 |
 SV1446| SV1473 LOOKOUT RIDGE LOOKOUT HOUSE         APPROX.13.2 KM 3325156.6 |
 SV1446| CH6547 BUMBLEBEE RM 2                        9.026 METERS 34433     |
 SV1446| SV1447 HEMLOCK MTN USFS PATROL POINT       APPROX. 5.1 KM 3444455.2 |
 SV1446|---------------------------------------------------------------------|
 SV1446
 SV1446                          SUPERSEDED SURVEY CONTROL
 SV1446
 SV1446  NAD 83(1992)-  47 40 33.11398(N)    116 18 38.76855(W) AD(       ) 1
 SV1446  ELLIP H (07/28/92) 1431.38   (m)                       GP(       ) 5 1
 SV1446  ELLIP H (12/09/91) 1431.07   (m)                       GP(       ) 4 1
 SV1446  NAD 83(1986)-  47 40 33.11721(N)    116 18 38.75944(W) AD(       ) 1
 SV1446  NAD 27      -  47 40 33.42242(N)    116 18 35.12855(W) AD(       ) 1
 SV1446  NGVD 29 (07/19/86) 1446.8    (m)         4747.     (f) VERT ANG       
 SV1446
 SV1446.Superseded values are not recommended for survey control.
 SV1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1446.See file dsdata.txt to determine how the superseded data were derived.
 SV1446
 SV1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5173580505(NAD 83)
 SV1446_MARKER: DS = TRIANGULATION STATION DISK
 SV1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1446_SP_SET: CONCRETE POST
 SV1446_STAMPING: BUMBLEBEE 1940
 SV1446_MARK LOGO: CGS   
 SV1446_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1446+STABILITY: SURFACE MOTION
 SV1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1446+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 SV1446
 SV1446  HISTORY     - Date     Condition        Report By
 SV1446  HISTORY     - 1940     MONUMENTED       CGS
 SV1446  HISTORY     - 1940     GOOD             CGS
 SV1446  HISTORY     - 1949     GOOD             USGS
 SV1446  HISTORY     - 1956     GOOD             USGS
 SV1446  HISTORY     - 1958     GOOD             CGS
 SV1446  HISTORY     - 1961     GOOD             CGS
 SV1446  HISTORY     - 1968     GOOD             CGS
 SV1446  HISTORY     - 1974     GOOD             NGS
 SV1446  HISTORY     - 1975     GOOD             NGS
 SV1446  HISTORY     - 1981     GOOD             BPA
 SV1446  HISTORY     - 19900802 GOOD             NGS
 SV1446
 SV1446                          STATION DESCRIPTION
 SV1446
 SV1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1446'STATION IS LOCATED ABOUT 16 MILES W OF PRICHARD AND ABOUT 22
 SV1446'MILES E OF COEUR D ALENE ON THE HIGHEST PART OF A LOW BARE
 SV1446'TOPPED HILL.
 SV1446'
 SV1446'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 SV1446'DISKS SET IN CONCRETE, AS DESCRIBED.
 SV1446'
 SV1446'STATION, STAMPED BUMBLEBEE 1940 PROJECTS ABOUT 6 INCHES ABOVE THE
 SV1446'GROUND.  IT IS 6.5 FEET SW OF WHITE REFERENCE POST, AND 66.0
 SV1446'FEET W OF THE CENTER LINE OF ROAD.
 SV1446'
 SV1446'REFERENCE MARK NO. 1, STAMPED BUMBLEBEE NO. 1, 1940 PROJECTS
 SV1446'ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT 2.0 FEET LOWER THAN
 SV1446'THE STATION.  IT IS 32.0 FEET W OF THE CENTER LINE OF ROAD.
 SV1446'
 SV1446'REFERENCE MARK NO. 2, STAMPED BUMBLEBEE NO. 2, 1940 PROJECTS
 SV1446'ABOUT 6 INCHES ABOVE THE GROUND AT ABOUT 3.0 FEET LOWER THAN THE
 SV1446'STATION ON THE W SLOPE OF RIDGE.
 SV1446'
 SV1446'AZIMUTH MARK, STAMPED BUMBLEBEE 1940 IS A STANDARD BRONZE DISK
 SV1446'SET IN BEDROCK FLUSH WITH THE GROUND.  IT IS ON A SHARP ROCKY
 SV1446'RIDGE THAT RUNS FROM THE ROAD BELOW THE STATION TO TIMBER ABOUT
 SV1446'0.3 MILE E.  MARK IS ABOUT 30 FEET W OF THE HIGHEST PART OF RIDGE
 SV1446'AND ABOUT 100 YARDS W OF WOODS.  TO REACH THE AZIMUTH MARK FROM
 SV1446'STATION GO ESE ON ROCKY RIDGE ABOUT 0.3 MILE TO MARK ABOUT 30
 SV1446'FEET W OF THE HIGHEST PART OF RIDGE.
 SV1446'
 SV1446'STATION IS REACHED AS FOLLOWS--FROM PRICHARD GO W ON ROAD
 SV1446'DOWN COEUR D ALENE RIVER 1.65 MILES TO A FORK.  TAKE RIGHT FORK
 SV1446'AND CONTINUE DOWN RIVER TO A SIDE ROAD ON THE RIGHT (GRIZZLY RIDGE
 SV1446'ROAD).  TURN RIGHT, PASSING THROUGH GATE AND FOLLOW GRIZZLY RIDGE
 SV1446'ROAD UPHILL AND ALONG THE TOP OF RIDGE 15.0 MILES TO A FORK AT
 SV1446'SIGN GRASSY MTN. 0.2 MILE.  CONTINUE STRAIGHT AHEAD ON THE LEFT
 SV1446'FORK AND GO 4.8 MILES TO WHERE MC DONALD PEAK LOOKOUT ROAD
 SV1446'TURNS RIGHT.  CONTINUE STRAIGHT AHEAD ON MAIN ROAD 3.2 MILES TO
 SV1446'A FORK AT TEPEE SUMMIT.  TAKE LEFT FORK AND FOLLOW MAIN ROAD S
 SV1446'7.3 MILES TO BUMBLEBEE LOOKOUT TOWER AND STATION.
 SV1446
 SV1446                          STATION RECOVERY (1940)
 SV1446
 SV1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 SV1446'RECOVERED IN GOOD CONDITION.
 SV1446
 SV1446                          STATION RECOVERY (1949)
 SV1446
 SV1446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 SV1446'RECOVERED AS DESCRIBED.
 SV1446
 SV1446                          STATION RECOVERY (1956)
 SV1446
 SV1446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SV1446'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 SV1446
 SV1446                          STATION RECOVERY (1958)
 SV1446
 SV1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1446'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN
 SV1446'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  THE ORIGINAL
 SV1446'DESCRIPTION OF ROUTE TO STATION IS OBSOLETE.
 SV1446'
 SV1446'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND THE ENAVILLE ROAD
 SV1446'TURN-OFF IN THE VILLAGE OF KINGSTON, GO NORTH FOR 1.4 MILES TO
 SV1446'ENAVILLE RAILROAD STATION.  CONTINUE NORTHERLY FOR 0.6 MILE TO
 SV1446'FORK.  TAKE RIGHT FORK UP OVER THE COEUR D ALENE RIVER BRIDGE AND
 SV1446'KEEP MAIN ROAD FOR 4.0 MILES TO THE BRIDGE OVER THE NORTH FORK
 SV1446'COEUR D ALENE RIVER, AND ROAD NO. 209 (LEFT) JUST AFTER CROSSING
 SV1446'BRIDGE.  TURN LEFT AND GO 2.7 MILES TO FORK (ROAD NO. 796) AND
 SV1446'SIGN BUMBLEBEE PEAK 8 ETC.  TURN RIGHT AND FOLLOW WINDING ROAD
 SV1446'FOR 8.5 MILES TO FORK AND SIGN BUMBLEBEE PEAK L.O. ELEV.
 SV1446'4744.  TAKE LEFT FORK FOR 1.2 MILES TO FORK, THEN LEFT FORK AS
 SV1446'PER SIGN BUMBLEBEE L.O. 1/2 AND GO 0.5 MILE TO BUMBLEBEE
 SV1446'LOOKOUT TOWER AND STATION ABOUT 300 FEET TO THE SOUTH OF
 SV1446'THE TOWER.
 SV1446
 SV1446                          STATION RECOVERY (1961)
 SV1446
 SV1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 SV1446'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 SV1446'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE
 SV1446'DESCRIPTION IS ADEQUATE EXCEPT FOR THE TO REACH.  A NEW TO REACH
 SV1446'IS AS FOLLOWS.
 SV1446'
 SV1446'TO REACH THE STATION FROM ENAVILLE, GO NORTHERLY ON A BLACK
 SV1446'TOP ROAD FOR 0.5 MILE TO A Y-INTERSECTION.  TAKE THE RIGHT FORK
 SV1446'AND GO NORTHERLY ON A BLACK TOP ROAD FOR 0.2 MILE TO THE BRIDGE
 SV1446'OVER THE COUER D ALENE RIVER.  CONTINUE NORTHERLY ON THE WEST
 SV1446'SIDE OF THE COEUR D ALENE RIVER FOR 3.8 MILES TO A SIDE ROAD ON
 SV1446'THE LEFT AND A SIGN ROAD NO. 209.  TURN LEFT AND GO NORTHERLY
 SV1446'ALONG THE EAST SIDE OF THE NORTH FORK OF THE COEUR D ALENE
 SV1446'RIVER FOR 2.6 MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN ROAD
 SV1446'NO.  796 BUMBLEBEE PEAK 8.  TURN RIGHT AND GO NORTHERLY ON A
 SV1446'GRADED ROAD FOR 8.5 MILES TO A Y-INTERSECTION AND A SIGN
 SV1446'BUMBLEBEE LOOKOUT 1.5.  TAKE THE LEFT FORK AND GO UPHILL
 SV1446'ON A GRADED ROAD FOR 1.15 MILES TO A SIDE ROAD ON THE
 SV1446'LEFT AND A SIGN BUMBLEBEE LOOKOUT 0.5.  TURN LEFT AND GO
 SV1446'UP HILL ON A GRADED ROAD FOR 0.45 MILE TO THE HIGHEST PART
 SV1446'OF THE HILL AND THE STATION SITE.
 SV1446'
 SV1446'STATION MARK--A STANDARD BRONZE DISK STAMPED---BUMBLEBEE 1940---,
 SV1446'SET IN CONCRETE AND PROJECTING ABOUT 6 IN. ABOVE THE GROUND.
 SV1446
 SV1446                          STATION RECOVERY (1968)
 SV1446
 SV1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SV1446'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 SV1446'CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED.  DUE TO
 SV1446'CHANGES IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 SV1446'
 SV1446'THE STATION IS LOCATED ABOUT 22 MILES EAST OF COEUR D ALENE, 9 MILES
 SV1446'NORTH OF KINGSTON AND ON THE HIGHEST POINT OF BUMBLEBEE PEAK.
 SV1446'
 SV1446'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON, GO WEST ON
 SV1446'PAVED ROAD FOR 0.05 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO
 SV1446'NORTH ON PAVED ROAD FOR 1.15 MILES TO RAILROAD TRACKS IN ENAVILLE.
 SV1446'CONTINUE NORTHERLY ON PAVED ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT
 SV1446'AND SIGN NORTH FORK COEUR D ALENE RIVER.  TURN RIGHT AND GO ALONG
 SV1446'THE WEST SIDE OF THE RIVER FOR 4.1 MILES TO A SIDE ROAD ON THE
 SV1446'LEFT AT THE NORTH END OF A BRIDGE.  TURN LEFT AND GO NORTHERLY ON
 SV1446'A GRAVELED ROAD FOR 2.85 MILES TO A SIDEROAD RIGHT.  CONTINUE
 SV1446'AHEAD WEST FOR 0.75 MILE TO A SIDEROAD RIGHT.  TURN RIGHT AND GO
 SV1446'NORTHERLY ON GRADED ROAD FOR 0.65 MILE TO A FORK.  KEEP RIGHT FORK
 SV1446'FOR 0.15 MILE TO A FORK.  KEEP RIGHT FORK AND GO 1.15 MILES TO A
 SV1446'FORK.  KEEP THE LEFT FORK, MAIN TRAVELED ROAD FOR 1.4 MILES TO A
 SV1446'REVERSE Y-FORK.  KEEP STRAIGHT AHEAD NORTH ON THE MAIN ROAD
 SV1446'FOR 0.9 MILE TO ROAD FORKS.  KEEP STRAIGHT AHEAD UP HILL FOR 0.55
 SV1446'MILE TO A T-ROAD.  TURN RIGHT AND GO APPROXIMATELY 100
 SV1446'FEET TO A FORK.  TAKE RIGHT FORK AND GO 0.5 MILE TO THE HIGHEST
 SV1446'POINT OF THE HILL TO THE LOOKOUT TOWER AND THE STATION.
 SV1446'
 SV1446'THE STATION MARK IS A STANDARD DISK, STAMPED BUMBLEBEE 1940, SET IN
 SV1446'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SV1446'6-INCHES.  IT IS 114 FEET SOUTH OF THE SOUTHWEST CORNER OF A FENCED
 SV1446'IN AREA, 66 FEET WEST OF THE CENTER OF THE GRADED ROAD AND 3.5
 SV1446'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SV1446'
 SV1446'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUMBLEBEE NO 1 1940,
 SV1446'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SV1446'4-INCHES.  IT IS 34 FEET WEST OF THE CENTER OF THE GRADED ROAD AND
 SV1446'33.5 FEET NORTHEAST OF THE METAL WITNESS POST WITH SIGN.
 SV1446'
 SV1446'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUMBLEBEE NO 2 1940, SET
 SV1446'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SV1446'4-INCHES.  IT IS 75 FEET WEST OF THE CENTER OF THE GRADED ROAD AND
 SV1446'33.2 FEET NORTHWEST OF THE METAL WITNESS POST WITH SIGN.
 SV1446'
 SV1446'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BUMBLEBEE 1940,
 SV1446'CEMENTED IN A DRILL HOLE IN OUTCROPPING BED ROCK THAT PROJECTS
 SV1446'18-INCHES.  IT IS 23 FEET EAST-SOUTHEAST OF A 14-INCH TRIANGLE
 SV1446'BLAZED PINE TREE.
 SV1446'
 SV1446'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK EAST-SOUTHEAST ON
 SV1446'LOW ROCKY RIDGE FOR APPROXIMATELY 0.3 MILE TO THE EAST END OF THE
 SV1446'LOW RIDGE AND THE STATION.
 SV1446'
 SV1446'NOTE--TRAVERSE DISTANCE WAS REDUCED TO SEA LEVEL.
 SV1446'
 SV1446'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES NORTH OF
 SV1446'KINGSTON.
 SV1446
 SV1446                          STATION RECOVERY (1974)
 SV1446
 SV1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JDS)
 SV1446'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, RM A,
 SV1446'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AND AS
 SV1446'DESCRIBED BY L.G. BURDINE IN 1968.  DISTANCES AND DIRECTIONS TO
 SV1446'ALL MARKS COMPARED FAVORABLY WITH THE 1968 DATA.  THE 1968
 SV1446'RECOVERY NOTE IS ADEQUATE.
 SV1446'
 SV1446'THE STATION MARK WAS USED AS THE ANTENNA SITE FOR GEOCEIVER
 SV1446'STATION 51093.
 SV1446'
 SV1446'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES NORTH
 SV1446'OF KINGSTON
 SV1446
 SV1446                          STATION RECOVERY (1975)
 SV1446
 SV1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (KLC)
 SV1446'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, R.M. A, AND
 SV1446'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 SV1446'BY L.G. BURDINE IN 1968.  THE 1968 RECOVERY NOTE IS ADEQUATE.
 SV1446'
 SV1446'THE STATION MARK WAS USED AS THE ANTENNA SITE FOR GEOCEIVER
 SV1446'STATION 52093.
 SV1446'
 SV1446'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES NORTH OF
 SV1446'KINGSTON
 SV1446
 SV1446                          STATION RECOVERY (1981)
 SV1446
 SV1446'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1981 (M)
 SV1446'BUMBLEBEE 1940 RECOVERED GOOD.
 SV1446'
 SV1446'RM NO. 1 1940 RECOVERED GOOD.
 SV1446'
 SV1446'RM NO. 2 1940 RECOVERED GOOD.
 SV1446
 SV1446                          STATION RECOVERY (1990)
 SV1446
 SV1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SV1446'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHWEST OF KELLOGG, 7.0
 SV1446'MI (11.3 KM) NORTH KINGSTON AND 5 MI (8.0 KM) NORTHWEST OF ENAVILLE.
 SV1446'OWNERSHIP--U.S. FOREST SERVICE.
 SV1446'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON, GO NORTH ON
 SV1446'FOREST HIGHWAY NO. 9 FOR 5.6 MI, PASSING THROUGH ENAVILLE TO A SIDE
 SV1446'ROAD ON THE LEFT.  TURN LEFT ON FOREST SERVICE ROAD NO. 29 AND GO FOR
 SV1446'0.3 MI (0.5 KM) CROSSING A BRIDGE TO A CROSSROAD.  CONTINUE ON FOREST
 SV1446'SERVICE ROAD NO. 29 FOR 2.8 MI (4.5 KM) TO A SIDE ROAD RIGHT AND
 SV1446'ENTRANCE TO THE BUMBLEBEE CAMPGROUND.  TURN RIGHT ON FOREST SERVICE
 SV1446'ROAD NO. 796 AND GO FOR 0.15 MI (0.24 KM) TO A CROSSROAD IN THE
 SV1446'CAMPGROUND.  CONTINUE ON ROAD NO. 796 FOR 0.25 MI (0.40 KM) TO A ROAD
 SV1446'FORK.  TAKE THE LEFT FORK AND GO FOR 0.5 MI (0.8 KM) TO A ROAD ON THE
 SV1446'RIGHT.  CONTINUE AHEAD FOR 1.4 MI (2.3 KM) TO A ROAD ON THE RIGHT.
 SV1446'CONTINUE AHEAD FOR 0.3 MI (0.5 KM) TO A FORK.  TAKE THE RIGHT FORK
 SV1446'AND GO FOR 0.6 MI (1.0 KM) TO A SIDE ROAD ON THE LEFT. CONTINUE AHEAD
 SV1446'FOR 0.4 MI (0.6 KM) TO A FORK WITH A SHARP LEFT TURN. TURN SHARP LEFT
 SV1446'AND GO FOR 0.9 MI (1.4 KM) TO A SIDE ROAD ON THE LEFT. CONTINUE AHEAD
 SV1446'FOR 0.2 MI (0.3 KM) TO A FORK.  TAKE THE LEFT FORK AND GO FOR 0.7 MI
 SV1446'(1.1 KM) TO A CROSSROAD. CONTINUE AHEAD FOR 0.2 MI (0.3 KM) TO A
 SV1446'FORK.  TAKE THE LEFT FORK AND GO FOR 1.0 MI (1.6 KM) TO A FORK. TAKE
 SV1446'THE RIGHT FORK AND GO FOR 0.2 MI (0.3 KM) TO A FORK. TAKE THE LEFT
 SV1446'FORK AND GO FOR 1.1 MI (1.8 KM) TO A SIDE ROAD ON THE LEFT. CONTINUE
 SV1446'AHEAD FOR 0.5 MI (0.8 KM) TO A SIDE ROAD ON THE RIGHT. CONTINUE AHEAD
 SV1446'FOR 0.5 MI (0.8 KM) TO A FORK. TAKE THE LEFT FORK AND GO ON FOREST
 SV1446'SERVICE ROAD 869 FOR 0.1 MI (0.2 KM) TO A FORK. TAKE THE RIGHT FORK
 SV1446'AND GO FOR 0.3 MI (0.5 KM) TO A SIDE ROAD ON THE LEFT. CONTINUE AHEAD
 SV1446'FOR 0.25 MI (0.40 KM) TO A REVERSE FORK. TURN SHARP LEFT AND GO
 SV1446'UP-HILL FOR 0.45 MI (0.72 KM) TO A TURN-AROUND JUST BEFORE AN OLD
 SV1446'LOOKOUT TOWER.  BEAR LEFT AROUND A SMALL FIR TREE ON A DIM TRACK ROAD
 SV1446'AND GO APPROXIMATELY 500 FT (152.4 M) TO THE TOP OF A KNOLL AND THE
 SV1446'STATION.
 SV1446'THE MARK IS SET 21.3 M (69.9 FT) WEST OF THE CENTERLINE OF THE DIM
 SV1446'TRACK ROAD, 1.1 M (3.6 FT) WEST-SOUTHWEST OF A WITNESS POST AND .01 M
 SV1446'(0.03 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1445 ***********************************************************************
 SV1445  DESIGNATION -  BUMBLEBEE PEAK LOOKOUT TOWER
 SV1445  PID         -  SV1445
 SV1445  STATE/COUNTY-  ID/SHOSHONE
 SV1445  USGS QUAD   -  BUMBLEBEE PEAK (1985)
 SV1445
 SV1445                         *CURRENT SURVEY CONTROL
 SV1445  ___________________________________________________________________
 SV1445* NAD 83(1992)-  47 40 35.96867(N)    116 18 37.48010(W)     ADJUSTED  
 SV1445* NAVD 88     -                                                        
 SV1445  ___________________________________________________________________
 SV1445  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 SV1445  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 SV1445
 SV1445  HORZ ORDER  -  THIRD
 SV1445
 SV1445.The horizontal coordinates were established by classical geodetic methods
 SV1445.and adjusted by the National Geodetic Survey in July 1992..
 SV1445
 SV1445
 SV1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1445
 SV1445.The geoid height was determined by GEOID03.
 SV1445
 SV1445;                    North         East     Units Scale Factor Converg.
 SV1445;SPC ID W     -   667,970.205   757,921.332   MT  0.99995508   -0 24 51.7
 SV1445;UTM  11      - 5,280,593.421   551,760.723   MT  0.99963292   +0 30 35.5
 SV1445
 SV1445                          SUPERSEDED SURVEY CONTROL
 SV1445
 SV1445  NAD 83(1986)-  47 40 35.97129(N)    116 18 37.47194(W) AD(       ) 4
 SV1445  NAD 27      -  47 40 36.27225(N)    116 18 33.84340(W) AD(       ) 3
 SV1445
 SV1445.Superseded values are not recommended for survey control.
 SV1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1445.See file dsdata.txt to determine how the superseded data were derived.
 SV1445
 SV1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5176180593(NAD 83)
 SV1445_MARKER: 57 = LOOKOUT TOWER
 SV1445
 SV1445  HISTORY     - Date     Condition        Report By
 SV1445  HISTORY     - 1940     FIRST OBSERVED   USFS
 SV1445  HISTORY     - 1968     GOOD             CGS
 SV1445
 SV1445                          STATION DESCRIPTION
 SV1445
 SV1445'DESCRIBED BY US FOREST SERVICE 1940 (ANS)
 SV1445'BUMBLEE PEAK FOREST SERVICE LOOKOUT TOWER IS ABOUT 16.0 MILES
 SV1445'W OF PRICHARD, 22.0 MILES E OF COEUR D ALENE ON THE HIGHEST POINT
 SV1445'OF BUMBLEBEE PEAK, A TIMBER COVERED MOUNTAIN WITH A CLEARING ON THE
 SV1445'TOP, IN THE COEUR D ALENE NATIONAL FOREST.  THE TOP OF THE
 SV1445'LOOKOUT TOWER WAS INTERSECTED.  IT IS 301.86 FEET N OF STATION
 SV1445'BUMBLEBEE.
 SV1445
 SV1445                          STATION RECOVERY (1968)
 SV1445
 SV1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SV1445'RECOVERED AS DESCRIBED IN 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1448 ***********************************************************************
 SV1448  DESIGNATION -  BUMBLEBEE RM A
 SV1448  PID         -  SV1448
 SV1448  STATE/COUNTY-  ID/SHOSHONE
 SV1448  USGS QUAD   -  BUMBLEBEE PEAK (1985)
 SV1448
 SV1448                         *CURRENT SURVEY CONTROL
 SV1448  ___________________________________________________________________
 SV1448* NAD 83(1992)-  47 40 33.81108(N)    116 18 38.09111(W)     ADJUSTED  
 SV1448* NAVD 88     -      1446.5    (meters)    4746.     (feet)  VERTCON   
 SV1448  ___________________________________________________________________
 SV1448  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 SV1448  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 SV1448
 SV1448  HORZ ORDER  -  FIRST
 SV1448
 SV1448.The horizontal coordinates were established by classical geodetic methods
 SV1448.and adjusted by the National Geodetic Survey in July 1992..
 SV1448
 SV1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1448
 SV1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1448
 SV1448.The geoid height was determined by GEOID03.
 SV1448
 SV1448;                    North         East     Units Scale Factor Converg.
 SV1448;SPC ID W     -   667,903.666   757,908.106   MT  0.99995510   -0 24 52.1
 SV1448;UTM  11      - 5,280,526.699   551,748.576   MT  0.99963291   +0 30 35.0
 SV1448
 SV1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1448!SPC ID W     -   0.99977597  x   0.99995510  =   0.99973108
 SV1448!UTM  11      -   0.99977597  x   0.99963291  =   0.99940897
 SV1448
 SV1448|---------------------------------------------------------------------|
 SV1448| PID    Reference Object                     Distance      Geod. Az  |
 SV1448|                                                           dddmmss.s |
 SV1448| SV1446 BUMBLEBEE                            25.755 METERS 21317     |
 SV1448| SV1571 HUCKLEBERRY                         APPROX.23.0 KM 2902117.4 |
 SV1448|---------------------------------------------------------------------|
 SV1448
 SV1448                          SUPERSEDED SURVEY CONTROL
 SV1448
 SV1448  NAD 83(1986)-  47 40 33.81437(N)    116 18 38.08194(W) AD(       ) 1
 SV1448  NAD 27      -  47 40 34.11948(N)    116 18 34.45102(W) AD(       ) 1
 SV1448  NGVD 29 (07/19/86) 1445.3    (m)         4742.     (f) VERT ANG       
 SV1448
 SV1448.Superseded values are not recommended for survey control.
 SV1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1448.See file dsdata.txt to determine how the superseded data were derived.
 SV1448
 SV1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5174980527(NAD 83)
 SV1448_MARKER: Z = SEE DESCRIPTION
 SV1448_SETTING: 0 = UNSPECIFIED SETTING
 SV1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1448
 SV1448  HISTORY     - Date     Condition        Report By
 SV1448  HISTORY     - 1968     MONUMENTED       CGS
 SV1448  HISTORY     - 1974     GOOD             NGS
 SV1448
 SV1448                          STATION DESCRIPTION
 SV1448
 SV1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SV1448'THE STATION IS LOCATED ABOUT 22 MILES EAST OF COEUR DALENE, 9 MILES
 SV1448'NORTH OF KINGSTON AND ON THE HIGHEST POINT OF BUMBLEBEE PARK.
 SV1448'
 SV1448'THE STATION MARK IS A STANDARD DISK STAMPED BUMBLEBEE RM A 1968,
 SV1448'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 SV1448'DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 82
 SV1448'FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED, 38 FEET
 SV1448'SOUTH OF THE SOUTHEAST CORNER OF A FENCE AND 23 FEET WEST OF THE
 SV1448'CENTER OF A BLADED ROAD.  NOTE 1B7A
 SV1448'
 SV1448'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BUMBLEBEE
 SV1448'1940 AND THE DISTANCE, REDUCED TO SEA LEVEL AND THE DIRECTION IS
 SV1448'NOTED BELOW.
 SV1448'
 SV1448'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 SV1448'BUMBLEBEE 1940.
 SV1448
 SV1448                          STATION RECOVERY (1974)
 SV1448
 SV1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JDS)
 SV1448'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY
 SV1448'L.G. BURDINE IN 1968.  THE 1968 DESCRIPTION IS ADEQUATE.
 SV1448'
 SV1448'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TWON--9 MILES NORTH OF
 SV1448'KINGSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1840 ***********************************************************************
 RZ1840  DESIGNATION -  BUNDY
 RZ1840  PID         -  RZ1840
 RZ1840  STATE/COUNTY-  ID/NEZ PERCE
 RZ1840  USGS QUAD   -  SWEETWATER (1972)
 RZ1840
 RZ1840                         *CURRENT SURVEY CONTROL
 RZ1840  ___________________________________________________________________
 RZ1840* NAD 83(1992)-  46 20 27.62831(N)    116 46 34.55062(W)     ADJUSTED  
 RZ1840* NAVD 88     -       696.2    (meters)    2284.     (feet)  VERTCON   
 RZ1840  ___________________________________________________________________
 RZ1840  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 RZ1840  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 RZ1840
 RZ1840  HORZ ORDER  -  THIRD
 RZ1840
 RZ1840.The horizontal coordinates were established by classical geodetic methods
 RZ1840.and adjusted by the National Geodetic Survey in July 1992..
 RZ1840
 RZ1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1840
 RZ1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1840
 RZ1840.The geoid height was determined by GEOID03.
 RZ1840
 RZ1840;                    North         East     Units Scale Factor Converg.
 RZ1840;SPC ID W     -   519,854.282   720,997.445   MT  1.00001003   -0 44 33.0
 RZ1840;UTM  11      - 5,131,961.260   517,217.654   MT  0.99960364   +0 09 42.7
 RZ1840
 RZ1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1840!SPC ID W     -   0.99989364  x   1.00001003  =   0.99990367
 RZ1840!UTM  11      -   0.99989364  x   0.99960364  =   0.99949733
 RZ1840
 RZ1840|---------------------------------------------------------------------|
 RZ1840| PID    Reference Object                     Distance      Geod. Az  |
 RZ1840|                                                           dddmmss.s |
 RZ1840| CH6549 BUNDY RM 2                           10.744 METERS 08942     |
 RZ1840| RZ1841 SLICK                               APPROX. 7.9 KM 1854140.3 |
 RZ1840| CH6548 BUNDY RM 1                            5.958 METERS 26946     |
 RZ1840|---------------------------------------------------------------------|
 RZ1840
 RZ1840                          SUPERSEDED SURVEY CONTROL
 RZ1840
 RZ1840  NAD 83(1991)-  46 20 27.63238(N)    116 46 34.54665(W) AD(       ) 3
 RZ1840  NAD 83(1986)-  46 20 27.63420(N)    116 46 34.54632(W) AD(       ) 3
 RZ1840  NAD 27      -  46 20 28.03961(N)    116 46 31.02679(W) AD(       ) 3
 RZ1840  NGVD 29 (07/19/86)  695.2    (m)         2281.     (f) VERT ANG       
 RZ1840
 RZ1840.Superseded values are not recommended for survey control.
 RZ1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1840.See file dsdata.txt to determine how the superseded data were derived.
 RZ1840
 RZ1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM1721831961(NAD 83)
 RZ1840_MARKER: DD = SURVEY DISK
 RZ1840_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RZ1840
 RZ1840  HISTORY     - Date     Condition        Report By
 RZ1840  HISTORY     - 1957     MONUMENTED       USGS
 RZ1840
 RZ1840                          STATION DESCRIPTION
 RZ1840
 RZ1840'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1840'LOCATED ABOUT 4.2 MI SE. OF LAPWAI, 1.3 MI SW. OF RR. STATION AT
 RZ1840'BUNDY, 1.1 MI S. OF U.S. HWY. 95.  IN E.-W. FENCELINE ON TOP OF
 RZ1840'CENTER OF ONE OF THREE FINGERS EXTENDING NW. FROM RIDGE SE., IN
 RZ1840'SECTION LINE FENCE 1400 FT W. OF NORTHEAST CORNER OF SECTION 36,
 RZ1840'T35N, R4W.
 RZ1840'
 RZ1840'TO REACH FROM LAPWAI POST OFFICE, GO 0.6 MI SE. ON MAIN STREET
 RZ1840'PAST HIGH SCHOOL TO JCT. WITH U.S. HWY. 95.  TURN RIGHT 2.3 MI S.
 RZ1840'ON U.S. HWY. 95.  TURN RIGHT 2.5 MI SW. ON GRAVEL RD. TO VICINITY
 RZ1840'OF WEBB.  TURN LEFT 2.8 MI SE. ON GRAVEL RD. TO FARM BUILDINGS
 RZ1840'RIGHT, CONTINUE SE. 1.2 MI ALONG TOP OF MCCORMACK RIDGE.  TURN
 RZ1840'LEFT 0.7 MI E. THENCE N. ALONG FENCE LINES.  TURN LEFT FOLLOWING
 RZ1840'DIRT FIELD RD. 2.0 MI NW. ALONG TOP OF RIDGE TO VICINITY OF SMALL
 RZ1840'HUMMOCK NEAR POINT WHERE RIDGE SPLITS INTO THREE FINGERS.  GO N.
 RZ1840'ABOUT 0.2 MI TO E.-W. FENCE LINE WHICH CROSSES MIDDLE FINGER AND
 RZ1840'STATION IN FENCE LINE 200 FT E. OF FIELD RD. AND 50 FT W. OF TOP
 RZ1840'OF MIDDLE FINGER.
 RZ1840'
 RZ1840'STATION MARK--STANDARD TABLET STAMPED---BUNDY 1957---, IN CONCRETE
 RZ1840'POST.
 RZ1840'
 RZ1840'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, IN CONCRETE POST.
 RZ1840'
 RZ1840'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1440 ***********************************************************************
 SV1440  DESIGNATION -  BUNKER RESET
 SV1440  PID         -  SV1440
 SV1440  STATE/COUNTY-  ID/SHOSHONE
 SV1440  USGS QUAD   -  KELLOGG WEST (1996)
 SV1440
 SV1440                         *CURRENT SURVEY CONTROL
 SV1440  ___________________________________________________________________
 SV1440* NAD 83(1992)-  47 31 25.27081(N)    116 09 48.01872(W)     ADJUSTED  
 SV1440* NAVD 88     -      1200.6    (meters)    3939.     (feet)  VERTCON   
 SV1440  ___________________________________________________________________
 SV1440  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 SV1440  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 SV1440
 SV1440  HORZ ORDER  -  FIRST
 SV1440
 SV1440.The horizontal coordinates were established by classical geodetic methods
 SV1440.and adjusted by the National Geodetic Survey in July 1992..
 SV1440
 SV1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1440
 SV1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1440
 SV1440.The geoid height was determined by GEOID03.
 SV1440
 SV1440;                    North         East     Units Scale Factor Converg.
 SV1440;SPC ID W     -   650,894.222   768,873.709   MT  0.99994524   -0 18 17.5
 SV1440;UTM  11      - 5,263,701.328   562,983.305   MT  0.99964875   +0 37 01.6
 SV1440
 SV1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1440!SPC ID W     -   0.99981447  x   0.99994524  =   0.99975972
 SV1440!UTM  11      -   0.99981447  x   0.99964875  =   0.99946329
 SV1440
 SV1440|---------------------------------------------------------------------|
 SV1440| PID    Reference Object                     Distance      Geod. Az  |
 SV1440|                                                           dddmmss.s |
 SV1440| CH6550 BUNKER RM 1                          19.653 METERS 00153     |
 SV1440| CH6551 BUNKER RM 2                          41.102 METERS 20305     |
 SV1440| SV0172 P 167                               APPROX. 2.4 KM 3523529.4 |
 SV1440|---------------------------------------------------------------------|
 SV1440
 SV1440                          SUPERSEDED SURVEY CONTROL
 SV1440
 SV1440  NAD 83(1986)-  47 31 25.27371(N)    116 09 48.01043(W) AD(       ) 1
 SV1440  NAD 27      -  47 31 25.56336(N)    116 09 44.40874(W) AD(       ) 1
 SV1440  NGVD 29 (07/19/86) 1199.4    (m)         3935.     (f) VERT ANG       
 SV1440
 SV1440.Superseded values are not recommended for survey control.
 SV1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1440.See file dsdata.txt to determine how the superseded data were derived.
 SV1440
 SV1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6298363701(NAD 83)
 SV1440_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1440_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SV1440_STAMPING: BUNKER 1968 1982
 SV1440_MARK LOGO: NGS   
 SV1440_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1440+STABILITY: SURFACE MOTION
 SV1440
 SV1440  HISTORY     - Date     Condition        Report By
 SV1440  HISTORY     - 1982     MONUMENTED       NGS
 SV1440
 SV1440                          STATION DESCRIPTION
 SV1440
 SV1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SV1440'THE UNDERGROUND STATION MARK AND RM 1 WERE RECOVERED IN GOOD
 SV1440'CONDITION.  THE SURFACE MARK RM 2 AND BENCH MARK P 167 WERE NOT FOUND.
 SV1440'A NEW SURFACE MARK AND RM WERE ESTABLISHED AT THIS DATE.  A POSITION
 SV1440'STAR BUNKER HILL MINING CO MARK WAS ESTABLISHED AND MAY BE USED AS AN
 SV1440'AZ MK.  A NEW DESCRIPTION FOLLOWS.
 SV1440' 
 SV1440'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) W OF OSBURN, 5.6 KM
 SV1440'(3.45 MI) SE OF PINEHURST, 4.0 KM (2.50 MI) SW OF KELLOGG AT A VERY
 SV1440'DEFINITE POINT OF THE RIDGE AT A POINT WHERE THE ROAD TURNS BACK TO
 SV1440'THE S, AND ON PROPERTY OF THE BUNKER HILL MINING CO.  TO REACH THE
 SV1440'STATION FROM THE POST OFFICE IN KELLOGG GO S ON DIVISION STREET FOR
 SV1440'0.32 KM (0.20 MI) TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SW ON
 SV1440'DIVISION STREET FOR 2.25 KM (1.40 MI) TO THE END OF THE PAVEMENT TURN
 SV1440'RIGHT AND GO UP HILL ON THE BLADED ROAD FOR 1.13 KM (0.70 MI) TO A
 SV1440'LOCKED GATE, KEY MAY BE OBTAINED AT THE POLICE STATION IS KELLOGG,
 SV1440'PASS THROUGH THE GATE AND CONTINUE UP HILL ON THE BLADED ROAD FOR 3.86
 SV1440'KM (2.40 MI) TO A SWITCH BACK AND THE STATION BETWEEN THE SWITCH BACK
 SV1440'ROADS.
 SV1440' 
 SV1440'THE STATION IS A STANDARD NGS DISK STAMPED---BUNKER 1968 1982---, SET
 SV1440'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 18 INCHES (46 CM) IN
 SV1440'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 11 METERS (36.1
 SV1440'FT) E FROM THE CENTERLINE OF THE ROAD, 10.7 METERS (35.1 FT) W FROM
 SV1440'THE E CUT BANK, 0.6 METERS (2.0 FT) E FROM A WITNESS POST.
 SV1440' 
 SV1440'RM NO 1, IS A STANDARD NGS DISK STAMPED---BUNKER NO 1 1968---, SET
 SV1440'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 SV1440'DIAMETER, PROJECTING 2 INCHES ABOVE THE GROUND.  THE STATION IS
 SV1440'LOCATED 11 METERS (36.1 FT) S FROM THE EDGE OF THE CUT BANK AT THE
 SV1440'SWITCH POINT, 3.1 METERS (10.2 FT) E FROM THE W CUT BANK.
 SV1440' 
 SV1440'RM NO 3, IS A STANDARD NGS DISK STAMPED----BUNKER 1968 NO 3 1982---,
 SV1440'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 SV1440'DIAMETER.  THE STATION IS LOCATED 8.2 METERS (26.9 FT) E FROM THE
 SV1440'WITNESS POST, 5.4 METERS (17.7 FT) W FROM THE CENTER OF THE LOWER
 SV1440'ROAD, AND 1.5 METERS (4.9 FT) LOWER THAN THE STATION.
 SV1440' 
 SV1440'AZ MK NO 2, IS A BUNKER HILL MINING CO MARK THAT IS A NAIL SET IN A
 SV1440'0.15 METER (0.49 FT) SQUARE CONCRETE MARK THAT PROJECTS 5 CM 21
 SV1440'INCHES.  THE STATION IS LOCATED 4 METERS (13.1 FT) NW FROM THE E POLE
 SV1440'OF THE STAR, 3 METERS (9.8 FT) N FROM THE W POLE OF THE STAR.  TO
 SV1440'REACH THE AZ MK FROM THE STATION GO DOWN HILL ON THE BLADED ROAD FOR
 SV1440'3.22 KM (2.00 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO N ON THE
 SV1440'BLADED ROAD FOR 0.32 KM (0.20 MI) TO THE END OF THE ROAD THE STAR AND
 SV1440'THE MARK ON THE NORTH SLOPE OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1462 ***********************************************************************
 NU1462  DESIGNATION -  BURLEY
 NU1462  PID         -  NU1462
 NU1462  STATE/COUNTY-  ID/CASSIA
 NU1462  USGS QUAD   -  BURLEY SE (1978)
 NU1462
 NU1462                         *CURRENT SURVEY CONTROL
 NU1462  ___________________________________________________________________
 NU1462* NAD 83(1992)-  42 32 08.44637(N)    113 49 01.25969(W)     ADJUSTED  
 NU1462* NAVD 88     -      1271.222  (meters)    4170.67   (feet)  ADJUSTED  
 NU1462  ___________________________________________________________________
 NU1462  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 NU1462  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 NU1462  DYNAMIC HT  -        1270.497 (meters)    4168.29  (feet)  COMP
 NU1462  MODELED GRAV-     980,006.9   (mgal)                       NAVD 88
 NU1462
 NU1462  HORZ ORDER  -  THIRD
 NU1462  VERT ORDER  -  FIRST     CLASS II
 NU1462
 NU1462.The horizontal coordinates were established by classical geodetic methods
 NU1462.and adjusted by the National Geodetic Survey in July 1992..
 NU1462
 NU1462.The orthometric height was determined by differential leveling
 NU1462.and adjusted by the National Geodetic Survey in June 1991..
 NU1462
 NU1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1462
 NU1462.The geoid height was determined by GEOID03.
 NU1462
 NU1462.The dynamic height is computed by dividing the NAVD 88
 NU1462.geopotential number by the normal gravity value computed on the
 NU1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1462.degrees latitude (g = 980.6199 gals.).
 NU1462
 NU1462.The modeled gravity was interpolated from observed gravity values.
 NU1462
 NU1462;                    North         East     Units Scale Factor Converg.
 NU1462;SPC ID C     -    96,536.971   515,031.713   MT  0.99995015   +0 07 25.3
 NU1462;UTM  12      - 4,713,101.253   268,660.124   MT  1.00025850   -1 54 19.0
 NU1462
 NU1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1462!SPC ID C     -   0.99980296  x   0.99995015  =   0.99975312
 NU1462!UTM  12      -   0.99980296  x   1.00025850  =   1.00006141
 NU1462
 NU1462|---------------------------------------------------------------------|
 NU1462| PID    Reference Object                     Distance      Geod. Az  |
 NU1462|                                                           dddmmss.s |
 NU1462| CM5246 BURLEY RM 1                           7.741 METERS 00837     |
 NU1462| NU1755 BURLEY AMALGAMATE SUGAR CO STK      APPROX. 1.4 KM 0485210.7 |
 NU1462| NU1300 B 69                                 51.895 METERS 06601     |
 NU1462| NU1754 BURLEY MUNICIPAL TANK               APPROX. 2.1 KM 0975456.2 |
 NU1462| CM5245 BURLEY AZ MK                                       1043128.3 |
 NU1462| NU1753 BURLEY RADIO STATION KBIO MAST      145.457 METERS 13944     |
 NU1462| CM5247 BURLEY RM 2                          11.656 METERS 29024     |
 NU1462|---------------------------------------------------------------------|
 NU1462
 NU1462                          SUPERSEDED SURVEY CONTROL
 NU1462
 NU1462  NAD 83(1986)-  42 32 08.44581(N)    113 49 01.25623(W) AD(       ) 3
 NU1462  NAD 27      -  42 32 08.76800(N)    113 48 58.18500(W) AD(       ) 3
 NU1462  NGVD 29 (07/19/86) 1270.31   (m)         4167.7    (f) LEVELING    3  
 NU1462
 NU1462.Superseded values are not recommended for survey control.
 NU1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1462.See file dsdata.txt to determine how the superseded data were derived.
 NU1462
 NU1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN6866013101(NAD 83)
 NU1462_MARKER: DS = TRIANGULATION STATION DISK
 NU1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1462_SP_SET: CONCRETE POST
 NU1462_STAMPING: BURLEY 1950
 NU1462_MARK LOGO: CGS   
 NU1462_PROJECTION: FLUSH
 NU1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1462
 NU1462  HISTORY     - Date     Condition        Report By
 NU1462  HISTORY     - 1950     MONUMENTED       CGS
 NU1462  HISTORY     - 1959     GOOD             CGS
 NU1462  HISTORY     - 1963     GOOD             CGS
 NU1462  HISTORY     - 1968     GOOD             CGS
 NU1462  HISTORY     - 1972     GOOD             NGS
 NU1462  HISTORY     - 1983     GOOD             NGS
 NU1462
 NU1462                          STATION DESCRIPTION
 NU1462
 NU1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1462'STATION IS LOCATED 1 MILE, AIRLINE, WEST OF BURLEY, ALONG THE
 NU1462'OREGON SHORT LINE RAILROAD AND U.S. HIGHWAY 30.  IT IS 0.2
 NU1462'MILE SOUTH OF THE SNAKE RIVER AND ACROSS THE HIGHWAY FROM
 NU1462'RADIO STATION KBIO BURLEY.
 NU1462'
 NU1462'STATION MARK, STAMPED BURLEY 1950, IS A STANDARD DISK SET IN
 NU1462'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 5
 NU1462'INCHES ABOVE THE GROUND.  IT IS 72 FEET NORTH OF THE NORTH
 NU1462'RAIL OF THE RAILROAD TRACKS, 24 FEET SOUTH OF A FENCE LINE AND
 NU1462'DIRECTLY UNDER A TELEPHONE LINE.
 NU1462'
 NU1462'REFERENCE MARK NUMBER 1, STAMPED BURLEY NO 1 1950, IS A
 NU1462'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 NU1462'THAT IS FLUSH WITH THE GROUND AND 6 INCHES HIGHER IN ELEVATION
 NU1462'THAN THE STATION MARK.  IT IS 2 FEET SOUTH OF A FENCE LINE
 NU1462'AND 4 FEET EAST SOUTHEAST OF A FENCE CORNER.
 NU1462'
 NU1462'REFERENCE MARK NUMBER 2, STAMPED BURLEY NO 2 1950, IS A STANDARD
 NU1462'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 NU1462'IS FLUSH WITH THE GROUND AND 6 INCHES HIGHER IN ELEVATION THAN
 NU1462'THE STATION MARK.  IT IS 2 FEET SOUTH OF A FENCE LINE AND 15
 NU1462'FEET NORTH OF A TRACK ROAD.
 NU1462'
 NU1462'BM B69 IS A USC AND GS BENCH MARK DISK, STAMPED B69 1934.  IT IS
 NU1462'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE POST THAT PROJECTS
 NU1462'5 INCHES ABOVE THE GROUND AND IS ABOUT 7 FEET LOWER IN ELEVATION
 NU1462'THAN THE STATION MARK.  IT IS 2 FEET SOUTH OF A FENCE LINE.
 NU1462'
 NU1462'AZIMUTH MARK, STAMPED BURLEY 1950, IS A STANDARD DISK CEMENTED
 NU1462'IN A DRILL HOLE IN THE CENTER OF A CONCRETE CULVERT ABUTMENT.
 NU1462'IT IS 42 FEET SOUTH OF A PAVED ROAD INTERSECTION, 10 FEET
 NU1462'EAST OF A FENCE CORNER AND ABOUT 600 FEET NORTH OF THE BASE
 NU1462'BALL PARK.  TO REACH FROM THE STATION, GO EAST ON U.S. HIGHWAY
 NU1462'30 FOR 0.1 MILE.  TURN RIGHT AND GO 0.1 MILE.  TURN LEFT AND
 NU1462'GO 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NU1462'
 NU1462'THE STATION IS REACHED AS FOLLOWS--FROM THE INTERSECTION AND
 NU1462'JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 27 IN BURLEY, GO
 NU1462'WEST ON U.S. HIGHWAY 30 FOR 1.15 MILES TO A SIDE ROAD TO THE
 NU1462'RIGHT.  TURN RIGHT, NORTH, CROSS THE RAILROAD TRACKS.  THE
 NU1462'STATION IS ON THE LEFT SIDE OF THE ROAD BETWEEN THE TRACKS
 NU1462'AND THE FENCE LINE.
 NU1462
 NU1462                          STATION RECOVERY (1959)
 NU1462
 NU1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1462'STATION, REFERENCE MARKS AND BENCH MARK WAS RECOVERED AS
 NU1462'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  AZIMUTH MARK WAS
 NU1462'FOUND, BUT IS OBSTRUCTED BY POWER POLE AND TREE.  THE MARK
 NU1462'(IN SOUTH END OF CONCRETE CANAL HEADWALL) HAS APPARENTLY BEEN
 NU1462'MOVED.  IT IS IN THE NORTHWEST ANGLE OF INTERSECTION OF PARK
 NU1462'AVE. AND WEST 16 STREET (INSTEAD OF ON SOUTH SIDE OF STREET).
 NU1462'ARROW POINTS BETWEEN 30 AND 40 DEGREES TO SOUTH OF STATION.
 NU1462
 NU1462                          STATION RECOVERY (1963)
 NU1462
 NU1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 NU1462'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NU1462
 NU1462                          STATION RECOVERY (1968)
 NU1462
 NU1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 NU1462'THE STATION MARK, STAMPED BURLEY 1950, REFERENCE MARK NO. 1,
 NU1462'STAMPED BURLEY NO 1 1950, REFERENCE MARK NO. 2, STAMPED
 NU1462'BURLEY NO 2 1950 AND BENCH MARK B 69, STAMPED B 69 1934 WERE
 NU1462'RECOVERED AS DESCRIBED.  A METAL WITNESS POST WAS PLACED 1
 NU1462'FOOT SOUTH OF THE STATION MARK AND A METAL WITNESS POST WAS
 NU1462'PLACED 0.5 FOOT EAST OF BENCH MARK B 69.  THE AZIMUTH MARK,
 NU1462'STAMPED BURLEY 1950, WAS RECOVERED IN GOOD CONDITION BUT THE
 NU1462'REFERENCE MEASUREMENTS TO THE AZIMUTH MARK WERE DIFFERENT.
 NU1462'NEW REFERENCE MEASUREMENTS TO THE AZIMUTH MARK FOLLOWS.
 NU1462'
 NU1462'THE AZIMUTH MARK IS CEMENTED IN A DRILL HOLE IN THE CONCRETE HEAD
 NU1462'WALL OF A CULVERT AT THE NORTHEAST CORNER OF THE BURLEY
 NU1462'HIGH SCHOOL, 130 FEET NORTHEAST OF THE FLAG STAFF, 32 FEET
 NU1462'WEST OF THE CENTER OF PARKE AVENUE, 28 FEET NORTH OF THE CENTER
 NU1462'OF 16TH STREET AND 7 FEET EAST-NORTHEAST OF A POWER POLE.  THE
 NU1462'TO REACH IS ADEQUATE FOR RECOVERY.
 NU1462'
 NU1462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES WEST
 NU1462
 NU1462                          STATION RECOVERY (1972)
 NU1462
 NU1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JVT)
 NU1462'THE STATION WAS RECOVERED AS DESCRIBED.  THE AZIMUTH MARK WAS
 NU1462'NOT SEARCHED FOR.
 NU1462'
 NU1462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI W OF
 NU1462'BURLEY
 NU1462
 NU1462                          STATION RECOVERY (1983)
 NU1462
 NU1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1462'1.9 KM (1.2 MI) WEST FROM BURLEY.
 NU1462'1.9 KM (1.2 MI) WEST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 NU1462'STATE HIGHWAY 27 AT BURLEY, IN THE NORTHWEST CORNER OF THE
 NU1462'INTERSECTION OF A GRAVEL ROAD LEADING NORTH ACROSS THE TRACKS TO
 NU1462'BRYANTS PACKING COMPANY, 65.2 METERS (214 FT) NORTH OF THE HIGHWAY
 NU1462'CENTERLINE, 22.5 METERS (74 FT) WEST OF THE CENTER OF THE GRAVEL ROAD,
 NU1462'21.9 METERS (72 FT) NORTH OF THE NORTH RAIL, 13.7 METERS (45 FT) NORTH
 NU1462'OF RAILROAD MILEPOLE 23, 11.6 METERS (38 FT) NORTHWEST OF RM 2 AND
 NU1462'10.8 METERS (35.5 FT) SOUTH OF A WHITE PICKET FENCE.
 NU1462'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 NU1462'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1758 ***********************************************************************
 NU1758  DESIGNATION -  BURLEY AIRPORT BEACON
 NU1758  PID         -  NU1758
 NU1758  STATE/COUNTY-  ID/CASSIA
 NU1758  USGS QUAD   -  BURLEY SE (1978)
 NU1758
 NU1758                         *CURRENT SURVEY CONTROL
 NU1758  ___________________________________________________________________
 NU1758* NAD 83(1992)-  42 32 22.32995(N)    113 46 06.22117(W)     ADJUSTED  
 NU1758* NAVD 88     -                                                        
 NU1758  ___________________________________________________________________
 NU1758  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 NU1758  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 NU1758
 NU1758  HORZ ORDER  -  THIRD
 NU1758
 NU1758.This mark is at Burley Municipal Airport (BYI)
 NU1758
 NU1758.The horizontal coordinates were established by classical geodetic methods
 NU1758.and adjusted by the National Geodetic Survey in July 1992..
 NU1758
 NU1758
 NU1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1758
 NU1758.The geoid height was determined by GEOID03.
 NU1758
 NU1758;                    North         East     Units Scale Factor Converg.
 NU1758;SPC ID C     -    96,975.118   519,024.726   MT  0.99995182   +0 09 23.7
 NU1758;UTM  12      - 4,713,397.836   272,667.333   MT  1.00023588   -1 52 21.0
 NU1758
 NU1758                          SUPERSEDED SURVEY CONTROL
 NU1758
 NU1758  NAD 83(1986)-  42 32 22.32896(N)    113 46 06.21871(W) AD(       ) 4
 NU1758  NAD 27      -  42 32 22.65000(N)    113 46 03.15800(W) AD(       ) 3
 NU1758
 NU1758.Superseded values are not recommended for survey control.
 NU1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1758.See file dsdata.txt to determine how the superseded data were derived.
 NU1758
 NU1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7266713398(NAD 83)
 NU1758_MARKER: 22 = AIRWAY BEACON
 NU1758
 NU1758  HISTORY     - Date     Condition        Report By
 NU1758  HISTORY     - 1947     FIRST OBSERVED   CGS
 NU1758  HISTORY     - 1950     GOOD             CGS
 NU1758  HISTORY     - 1963     GOOD             CGS
 NU1758  HISTORY     - 1967     GOOD             CGS
 NU1758  HISTORY     - 1970     GOOD             NGS
 NU1758  HISTORY     - 1977     GOOD             NGS
 NU1758
 NU1758                          STATION DESCRIPTION
 NU1758
 NU1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NU1758'THE STATION IS AT THE BURLEY AIRPORT.  IT IS A STANDARD CIVIL
 NU1758'AERONAUTICS ADMINISTRATION BEACON WHICH CONSISTS OF A REVOLVING
 NU1758'BEACON ON THE TOP OF A STEEL TOWER WHICH IS APPROXIMATELY 30
 NU1758'FEET HIGH.  THE BEACON FLASHES GREEN AND WHITE.
 NU1758'
 NU1758'THE FLASHING WHITE LIGHT WAS USED FOR POINTINGS.
 NU1758
 NU1758                          STATION RECOVERY (1950)
 NU1758
 NU1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1758'STATION IS THE CENTER OF THE REVOLVING LIGHT OF THE LANDING
 NU1758'FIELD BEACON AT THE BURLEY AIRPORT.  IT IS ELEVATED ON A 4 LEGGED
 NU1758'STEEL STRUCTURE WHICH IS 65 FEET HIGH AND IS PAINTED ORANGE
 NU1758'AND WHITE IN ALTERNATE SECTIONS.
 NU1758'
 NU1758'IT IS LOCATED 1.4 MILES EAST OF THE CENTER OF THE BUSINESS
 NU1758'SECTION OF BURLEY, 0.25 MILES NORTH OF HIGHWAY U.S. 30S, 50 FEET
 NU1758'WEST OF HIGHWAY U.S. 30N, 50 FEET EAST OF THE AIRPORT HANGER,
 NU1758'AT THE EAST EDGE OF THE AIRPORT PROPERTY.
 NU1758
 NU1758                          STATION RECOVERY (1963)
 NU1758
 NU1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 NU1758'RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.R.H., 1950.
 NU1758
 NU1758                          STATION RECOVERY (1967)
 NU1758
 NU1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RAD)
 NU1758'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 NU1758'DESCRIBED EXCEPT THAT IN THE 1950 RECOVERY NOTE IT STATES THAT
 NU1758'THE STATION IS 50 FEET WEST OF U.S. HIGHWAY 30N.  THIS HIGHWAY
 NU1758'IS NOW THE ENTRANCE ROAD INTO THE BURLEY MUNICIPAL AIRPORT.
 NU1758
 NU1758                          STATION RECOVERY (1970)
 NU1758
 NU1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NU1758'BEACON WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  NOT
 NU1758'OBSERVED.
 NU1758
 NU1758                          STATION RECOVERY (1977)
 NU1758
 NU1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AMS)
 NU1758'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NU1758'
 NU1758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BURLEY MUNICIPAL
 NU1758'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1754 ***********************************************************************
 NU1754  DESIGNATION -  BURLEY MUNICIPAL TANK
 NU1754  PID         -  NU1754
 NU1754  STATE/COUNTY-  ID/CASSIA
 NU1754  USGS QUAD   -  BURLEY SE (1978)
 NU1754
 NU1754                         *CURRENT SURVEY CONTROL
 NU1754  ___________________________________________________________________
 NU1754* NAD 83(1992)-  42 31 59.05757(N)    113 47 30.05471(W)     ADJUSTED  
 NU1754* NAVD 88     -                                                        
 NU1754  ___________________________________________________________________
 NU1754  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 NU1754  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 NU1754
 NU1754  HORZ ORDER  -  THIRD
 NU1754
 NU1754.The horizontal coordinates were established by classical geodetic methods
 NU1754.and adjusted by the National Geodetic Survey in July 1992..
 NU1754
 NU1754
 NU1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1754
 NU1754.The geoid height was determined by GEOID03.
 NU1754
 NU1754;                    North         East     Units Scale Factor Converg.
 NU1754;SPC ID C     -    96,252.084   517,113.621   MT  0.99995097   +0 08 27.0
 NU1754;UTM  12      - 4,712,742.728   270,731.266   MT  1.00024676   -1 53 16.9
 NU1754
 NU1754                          SUPERSEDED SURVEY CONTROL
 NU1754
 NU1754  NAD 83(1986)-  42 31 59.05626(N)    113 47 30.05110(W) AD(       ) 4
 NU1754  NAD 27      -  42 31 59.37900(N)    113 47 26.98600(W) AD(       ) 3
 NU1754
 NU1754.Superseded values are not recommended for survey control.
 NU1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1754.See file dsdata.txt to determine how the superseded data were derived.
 NU1754
 NU1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7073112743(NAD 83)
 NU1754_MARKER: 53 = ELEVATED TANK
 NU1754_SETTING: 0 = UNSPECIFIED SETTING
 NU1754
 NU1754  HISTORY     - Date     Condition        Report By
 NU1754  HISTORY     - 1950     FIRST OBSERVED   CGS
 NU1754  HISTORY     - 1963     GOOD             CGS
 NU1754  HISTORY     - 1967     GOOD             CGS
 NU1754  HISTORY     - 1972     GOOD             NGS
 NU1754  HISTORY     - 1977     GOOD             NGS
 NU1754
 NU1754                          STATION DESCRIPTION
 NU1754
 NU1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1754'STATION IS THE BALL AT THE APEX OF THE CONICAL ROOF OF THE
 NU1754'ELEVATED BURLEY MUNICIPAL WATER TANK.  THE TANK IS OF STANDARD
 NU1754'CYLINDRICAL CONSTRUCTION, ELEVATED ON A FOUR LEGGED STEEL
 NU1754'STRUCTURE, AND PAINTED SILVER.  THE BALL IS 140 FEET ABOVE THE
 NU1754'GROUND.
 NU1754'
 NU1754'IT IS LOCATED 0.3 MILES SOUTHEAST OF THE CENTER OF THE BUSINESS
 NU1754'SECTION OF BURLEY, ONE BLOCK EAST AND ONE BLOCK SOUTH OF THE
 NU1754'CASSIA COUNTY COURTHOUSE, NEAR THE INTERSECTION OF EAST 15TH
 NU1754'STREET AND ALBION AVENUE, AND ON THE GROUNDS OF THE BURLEY
 NU1754'MUNICIPAL WATER AND ELECTRIC DEPARTMENT BUILDINGS.
 NU1754
 NU1754                          STATION RECOVERY (1963)
 NU1754
 NU1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 NU1754'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE
 NU1754'FOLLOWING EXCEPTION--
 NU1754'
 NU1754'THE TANK IS IN THE NE QUADRANT OF THE INTERSECTION OF EAST
 NU1754'16TH ST. AND ALBION AVENUE.
 NU1754
 NU1754                          STATION RECOVERY (1967)
 NU1754
 NU1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RAD)
 NU1754'THIS STATION WAS RECOVERED AS DESVRIBED AND FOUND TO BE IN
 NU1754'GOOD CONDITION.
 NU1754'
 NU1754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 NU1754'IS LOCATED IN BURLEY
 NU1754
 NU1754                          STATION RECOVERY (1972)
 NU1754
 NU1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JVT)
 NU1754'THE STATION WAS RECOVERED AS DESCRIBED.
 NU1754
 NU1754                          STATION RECOVERY (1977)
 NU1754
 NU1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AMS)
 NU1754'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NU1754'
 NU1754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN BURLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1742 ***********************************************************************
 NU1742  DESIGNATION -  BURLEY RAD DIR FINDER CEN TWR
 NU1742  PID         -  NU1742
 NU1742  STATE/COUNTY-  ID/MINIDOKA
 NU1742  USGS QUAD   -  RUPERT (1976)
 NU1742
 NU1742                         *CURRENT SURVEY CONTROL
 NU1742  ___________________________________________________________________
 NU1742* NAD 83(1992)-  42 34 38.92590(N)    113 43 58.47977(W)     ADJUSTED  
 NU1742* NAVD 88     -                                                        
 NU1742  ___________________________________________________________________
 NU1742  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 NU1742  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NU1742
 NU1742  HORZ ORDER  -  THIRD
 NU1742
 NU1742.The horizontal coordinates were established by classical geodetic methods
 NU1742.and adjusted by the National Geodetic Survey in July 1992..
 NU1742
 NU1742
 NU1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1742
 NU1742.The geoid height was determined by GEOID03.
 NU1742
 NU1742;                    North         East     Units Scale Factor Converg.
 NU1742;SPC ID C     -   101,198.377   521,926.176   MT  0.99995328   +0 10 50.6
 NU1742;UTM  12      - 4,717,516.809   275,717.386   MT  1.00021893   -1 50 59.4
 NU1742
 NU1742                          SUPERSEDED SURVEY CONTROL
 NU1742
 NU1742  NAD 83(1986)-  42 34 38.92499(N)    113 43 58.47616(W) AD(       ) 4
 NU1742  NAD 27      -  42 34 39.24800(N)    113 43 55.42600(W) AD(       ) 3
 NU1742
 NU1742.Superseded values are not recommended for survey control.
 NU1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1742.See file dsdata.txt to determine how the superseded data were derived.
 NU1742
 NU1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7571717517(NAD 83)
 NU1742_MARKER: 43 = RADIO/TV TOWER
 NU1742
 NU1742  HISTORY     - Date     Condition        Report By
 NU1742  HISTORY     - 1950     FIRST OBSERVED   CGS
 NU1742  HISTORY     - 1963     GOOD             CGS
 NU1742
 NU1742                          STATION DESCRIPTION
 NU1742
 NU1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1742'STATION IS THE TOP OF THE CENTER ONE OF FIVE IDENTICAL RADIO
 NU1742'TOWERS OF THE U.S. BUREAU OF AERONAUTICS DIRECTION FINDER
 NU1742'RADIO STATION.  THE FIVE TOWERS FORM A SYMMETRICAL FIGURE.
 NU1742'THE FOUR OUTSIDE TOWERS FORM A SQUARE OF 420 FEET ON A SIDE,
 NU1742'AND THE CENTER ONE IS AT THE INTERSECTION OF THE DIAGONALS
 NU1742'OF THE SQUARE.  THE TOWERS ARE PYRAMIDAL IN SHAPE, THOUGH
 NU1742'VERY SLENDER.  THEY ARE PAINTED ALTERNATELY ORANGE AND WHITE
 NU1742'IN APPROXIMATELY 30 FT. SECTIONS, AND RISE TO APPROXIMATELY
 NU1742'106 FEET.  ALL EXCEPT THE CENTER ONE HAVE THREE RED LIGHTS,
 NU1742'ONE AT THE TOP, ONE AT THE 75 FOOT LEVEL AND ONE AT THE 60
 NU1742'FT. LEVEL.  THE SMALL BRICK CONTROL HOUSE IS LOCATED JUST
 NU1742'SOUTH OF THE CENTER ONE, AND THERE ARE THREE WOODEN 35 FT.
 NU1742'RADIO MASTS BETWEEN THE CENTER ONE AND THE TWO TO THE
 NU1742'NORTHWEST AND NORTHEAST.
 NU1742'
 NU1742'THE TOWERS ARE LOCATED 3-1/2 MILES NORTHEAST OF BURLEY, 4-1/2
 NU1742'MILES SOUTHWEST OF RUPERT AND 0.4 MILE NORTHWEST OF HIGHWAY
 NU1742'U.S. 30N.
 NU1742
 NU1742                          STATION RECOVERY (1963)
 NU1742
 NU1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 NU1742'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1753 ***********************************************************************
 NU1753  DESIGNATION -  BURLEY RADIO STATION KBIO MAST
 NU1753  PID         -  NU1753
 NU1753  STATE/COUNTY-  ID/CASSIA
 NU1753  USGS QUAD   -  BURLEY SE (1978)
 NU1753
 NU1753                         *CURRENT SURVEY CONTROL
 NU1753  ___________________________________________________________________
 NU1753* NAD 83(1992)-  42 32 04.84951(N)    113 48 57.13967(W)     ADJUSTED  
 NU1753* NAVD 88     -                                                        
 NU1753  ___________________________________________________________________
 NU1753  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 NU1753  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 NU1753
 NU1753  HORZ ORDER  -  THIRD
 NU1753
 NU1753.The horizontal coordinates were established by classical geodetic methods
 NU1753.and adjusted by the National Geodetic Survey in July 1992..
 NU1753
 NU1753
 NU1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1753
 NU1753.The geoid height was determined by GEOID03.
 NU1753
 NU1753;                    North         East     Units Scale Factor Converg.
 NU1753;SPC ID C     -    96,426.193   515,125.968   MT  0.99995018   +0 07 28.1
 NU1753;UTM  12      - 4,712,987.172   268,750.426   MT  1.00025799   -1 54 16.1
 NU1753
 NU1753                          SUPERSEDED SURVEY CONTROL
 NU1753
 NU1753  NAD 83(1986)-  42 32 04.84895(N)    113 48 57.13622(W) AD(       ) 4
 NU1753  NAD 27      -  42 32 05.17100(N)    113 48 54.06600(W) AD(       ) 3
 NU1753
 NU1753.Superseded values are not recommended for survey control.
 NU1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1753.See file dsdata.txt to determine how the superseded data were derived.
 NU1753
 NU1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN6875012987(NAD 83)
 NU1753_MARKER: 42 = RADIO/TV MAST
 NU1753
 NU1753  HISTORY     - Date     Condition        Report By
 NU1753  HISTORY     - 1950     FIRST OBSERVED   CGS
 NU1753  HISTORY     - 1963     SEE DESCRIPTION  CGS
 NU1753  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NU1753
 NU1753                          STATION DESCRIPTION
 NU1753
 NU1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1753'STATION IS THE HIGHEST POINT OF THE SINGLE MAST SUPPORTING
 NU1753'THE TRANSMITTER ANTENNA OF RADIO STATION KBIO.  THE MAST IS
 NU1753'OF LATTICED STEEL CONSTRUCTION, PIVOTED AT THE BOTTOM AND HELD
 NU1753'ERECT BY GUY WIRES.  IT IS PAINTED IN THE STANDARD ALTERNATE
 NU1753'WHITE AND ORANGE COLORS.
 NU1753'
 NU1753'IT IS LOCATED 1.2 MILES WEST OF THE CENTER OF THE BUSINESS
 NU1753'SECTION OF BURLEY.  230 FEET SOUTH OF THE CENTERLINE OF
 NU1753'HIGHWAY U.S. 30, AND ABOUT 125 FEET SOUTHWEST OF THE BUILDING
 NU1753'CONTAINING THE RADIO STATION.  THE MAST IS 64 FEET TALL.
 NU1753
 NU1753                          STATION RECOVERY (1963)
 NU1753
 NU1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 NU1753'ACCORDING TO THE F.A.A. FLIGHT SERVICE STATION CHIEF AT BURLEY,
 NU1753'AND ALSO TO MEASUREMENTS MADE BY THIS PARTY, THE MAST HAS BEEN
 NU1753'RAISED APPROXIMATELY 90 FEET SINCE THE ORIGINAL DESCRIPTION
 NU1753'WAS WRITTEN.
 NU1753'
 NU1753'NO INFORMATION COULD BE OBTAINED FROM ANYONE AT THE RADIO
 NU1753'STATION AS ALL OF THE EMPLOYEES ARE NEW SINCE 1950, NONE OF
 NU1753'THEM HAVE BEEN AT THE STATION MORE THAN TWO YEARS.
 NU1753'
 NU1753'THE MAST APPEARS TO BE IN THE SAME POSITION THAT IT ORIGINALLY
 NU1753'OCCUPIED.  IT IS BELIEVED THAT THE MAST WAS EITHER ADDED ONTO
 NU1753'OR REBUILT IN THE SAME POSITION.
 NU1753'
 NU1753'THE STATION NAME HAS CHANGED ALSO, IT IS NOW KBAR.
 NU1753
 NU1753                          STATION RECOVERY (1972)
 NU1753
 NU1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JVT)
 NU1753'THE STATION, ORIGINALLY NAMED BURLEY RADIO STATION KBIO MAST,
 NU1753'WAS BLOWN DOWN IN NOVEMBER OF 1963 AND REBUILT TO ITS PRESENT
 NU1753'HEIGTH IN ITS ORIGINAL POSITION.
 NU1753'
 NU1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI W OF
 NU1753'BURLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1421 ***********************************************************************
 OH1421  DESIGNATION -  BURN
 OH1421  PID         -  OH1421
 OH1421  STATE/COUNTY-  ID/PAYETTE
 OH1421  USGS QUAD   -  PARMA SE (1975)
 OH1421
 OH1421                         *CURRENT SURVEY CONTROL
 OH1421  ___________________________________________________________________
 OH1421* NAD 83(1992)-  43 50 59.50424(N)    116 46 28.15624(W)     ADJUSTED  
 OH1421* NAVD 88     -       794.6    (meters)    2607.     (feet)  VERTCON   
 OH1421  ___________________________________________________________________
 OH1421  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 OH1421  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 OH1421
 OH1421  HORZ ORDER  -  SECOND
 OH1421
 OH1421.The horizontal coordinates were established by classical geodetic methods
 OH1421.and adjusted by the National Geodetic Survey in July 1992..
 OH1421
 OH1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1421
 OH1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1421
 OH1421.The geoid height was determined by GEOID03.
 OH1421
 OH1421;                    North         East     Units Scale Factor Converg.
 OH1421;SPC ID W     -   243,020.961   717,628.114   MT  1.00001676   -0 42 35.2
 OH1421;UTM  11      - 4,855,222.308   518,125.769   MT  0.99960404   +0 09 22.4
 OH1421
 OH1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1421!SPC ID W     -   0.99987816  x   1.00001676  =   0.99989492
 OH1421!UTM  11      -   0.99987816  x   0.99960404  =   0.99948225
 OH1421
 OH1421|---------------------------------------------------------------------|
 OH1421| PID    Reference Object                     Distance      Geod. Az  |
 OH1421|                                                           dddmmss.s |
 OH1421| CD4353 BURN RM 1                            10.866 METERS 01343     |
 OH1421| CD4354 BURN RM 2                             9.924 METERS 10417     |
 OH1421| OH0651 IDA 80 9 2 AZ MK                    APPROX. 0.8 KM 1100356.1 |
 OH1421| OH0622 IDA 80 9 AZ MK                      APPROX. 0.8 KM 1100715.0 |
 OH1421|---------------------------------------------------------------------|
 OH1421
 OH1421                          SUPERSEDED SURVEY CONTROL
 OH1421
 OH1421  NAD 83(1991)-  43 50 59.50414(N)    116 46 28.15582(W) AD(       ) 2
 OH1421  NAD 83(1986)-  43 50 59.50392(N)    116 46 28.15581(W) AD(       ) 2
 OH1421  NAD 27      -  43 50 59.91830(N)    116 46 24.63460(W) AD(       ) 2
 OH1421  NGVD 29 (07/19/86)  793.7    (m)         2604.     (f) VERT ANG       
 OH1421
 OH1421.Superseded values are not recommended for survey control.
 OH1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1421.See file dsdata.txt to determine how the superseded data were derived.
 OH1421
 OH1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1812655222(NAD 83)
 OH1421_MARKER: Z = SEE DESCRIPTION
 OH1421_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1421
 OH1421  HISTORY     - Date     Condition        Report By
 OH1421  HISTORY     - 1959     MONUMENTED       CGS
 OH1421  HISTORY     - 1963     SEE DESCRIPTION  USGS
 OH1421  HISTORY     - 1977     GOOD             NGS
 OH1421
 OH1421                          STATION DESCRIPTION
 OH1421
 OH1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH1421'THE STATION IS 2 MILES SOUTHEAST OF NEW PLYMOUTH AND 1-1/2
 OH1421'MILES WEST OF U.S. HIGHWAY 30 IN THE VICINITY OF THE WAYSIDE
 OH1421'INN.  IT IS ON A LOW GRASSY COVERED NORTH-SOUTH RIDGE JUST
 OH1421'SOUTH OF A LARGE BURNED OVER AREA.  IT IS 8 FEET SOUTH OF AN
 OH1421'IRON WITNESS POST.
 OH1421'
 OH1421'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE
 OH1421'ROUTE 44 NORTH OF CALDWELL GO NORTH ON U.S. HIGHWAY 30 FOR
 OH1421'10.4 MILES TO A SIDE ROAD LEFT, TURN LEFT, WEST, FOR 0.6 MILE
 OH1421'TO A TRACK ROAD JUST OPPOSITE A RANCH HOUSE AND YARDS, TURN
 OH1421'RIGHT, NORTH, FOR 0.25 MILES TO A DIM TRACK ROAD LEFT IN THE
 OH1421'BOTTOM OF THE WASH.**HERE TURN LEFT FOR 0.15 MILE TO THE SUMMIT
 OH1421'OF A LOW GRASSY KNOLL AND THE AZIMUTH MARK.**KEEP THE RIGHT
 OH1421'FORK STRAIGHT AHEAD AND UP THE HILL TO THE SUMMIT AND A T ROAD
 OH1421'INTERSECTION ON THE SOUTH BANK OF A CANAL.  TURN RIGHT,
 OH1421'EAST, THEN SHARP LEFT BACK WEST AGAIN FOLLOWING THE NORTH
 OH1421'BANK OF THE SAME CANAL TO ITS INTERSECTION WITH A NORTH-SOUTH
 OH1421'CANAL, A DISTANCE OF 0.25 MILE TO A GATE INTO THE OPEN
 OH1421'RANGELAND.  PASSING THROUGH THE GATE FOLLOW THE DIM TRACK ROAD
 OH1421'NORTHWEST ACROSS THE OPEN LAND OVER THE SUMMIT OF THE
 OH1421'RIDGE FOR 0.5 MILE TO THE NORTHWEST CORNER OF THE FIELD
 OH1421'AT A VERY PROMINENT FENCE CORNER AND A GATE, CONTINUE
 OH1421'THROUGH THE GATE AND FOLLOW ALONG THE NORTH SIDE OF A VERY TIGHT
 OH1421'BARBED WIRE FENCE FOR 0.1 MILE TO THE SUMMIT OF THE
 OH1421'RIDGE.  FROM HERE PACK SOUTH ALONG THE SUMMIT OF THE RIDGE
 OH1421'FOR 0.1 MILE TO THE STATION SITE MARKED WITH A METAL
 OH1421'WITNESS POST WITH SIGN ATTACHED.
 OH1421'
 OH1421'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 OH1421'CEMENT IN THE TOPS OF 4-INCH CAST IRON SOIL PIPES EACH PROJECTING
 OH1421'6 INCHES AND STAMPED BURN 1959 WITH THE REFERENCE MARKS
 OH1421'FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 OH1421'
 OH1421'THE AZIMUTH MARK IS A STANDARD DISK AS DESCRIBED IN NOTE 16A
 OH1421'AND STAMPED IDA 80-9 1959.  (SET IN A SQUARE TOPPED CONCRETE
 OH1421'POST)
 OH1421'
 OH1421'A 2-WHEEL DRIVE STATION IN DRY WEATHER.
 OH1421
 OH1421                          STATION RECOVERY (1963)
 OH1421
 OH1421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OH1421'STATION RECOVERED IN GOOD CONDITION.  TO REACH FROM THE
 OH1421'INTERSECTION OF U.S. HWY 30 AND STATE ROUTE 52, GO S ON U.S.
 OH1421'HWY 30 FOR 7.5 MILES TO A ROAD WEST, TURN WEST AND GO 0.8 MILE
 OH1421'TO INTERSTATE 80N UNDERPASS, PASS UNDER FREEWAY AND TURN NW
 OH1421'ON DIRT ROAD ALONG THE WEST RIGHT-OF-WAY FENCE FOR 0.5 MILE
 OH1421'TO GATE AT FENCE CORNER, TURN LEFT THRU GATE AND FOLLOW
 OH1421'ALONG N SIDE OF FENCE FOR 0.6 MILE TO SUMMIT OF RIDGE.  STATION
 OH1421'IS ABOUT 200 FEET SOUTH OF FENCE.
 OH1421
 OH1421                          STATION RECOVERY (1977)
 OH1421
 OH1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OH1421'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OH1421'CONDITION.  THE AZIMUTH MARK WAS DESTROYED.  A NEW AZIMUTH MARK WAS
 OH1421'ESTABLISHED.  LANDMARKS HAVE CHANGED, AND THE ORIGINAL DESCRIPTION
 OH1421'IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH1421'
 OH1421'THE STATION IS ON GOVERNMENT OWNED LAND.
 OH1421'
 OH1421'TO REACH THE STATION FROM THE CALDWELL POST OFFICE, GO WEST ON ARTHUR
 OH1421'STREET FOR 1 BLOCK TO A CROSS STREET, TURN RIGHT, AND GO NORTH ON
 OH1421'KIMBALL AVENUE FOR 0.6 MILE TO THE JUNCTION WITH U.S. HIGHWAY 30,
 OH1421'AND INTERSTATE 80N, TURN LEFT, AND GO NORTHWEST ON THE HIGHWAYS
 OH1421'FOR 13.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 OH1421'NORTHWEST ON U.S. HIGHWAY 30, AND INTERSTATE 80N FOR 1.4 MILES TO
 OH1421'EXIT 13, AT MILEPOST NO. 13, USE THE EXIT, THEN TURN LEFT FOR
 OH1421'0.05 MILE TO THE OVERPASS OVER THE FREEWAY, CONTINUE SOUTHWEST,
 OH1421'PASSING TO THE SOUTH OF THE WILD WEST FACILITY FOR 0.25 MILE TO A
 OH1421'GATE IN THE NORTH-SOUTH FENCE LINE.  PASS THRU THE GATE, AND GO
 OH1421'SOUTH ON THE TRACK ROAD, ON THE WEST SIDE OF THE FENCE FOR 0.5
 OH1421'MILE TO A FENCE CORNER AT THE SOUTHWEST CORNER OF A CULTIVATED
 OH1421'FIELD, CONTINUE SOUTH, CROSS COUNTRY FOR 0.5 MILE TO AN EAST-WEST
 OH1421'FENCE LINE, TURN LEFT, AND GO EAST ON THE NORTH SIDE OF THE FENCE FOR
 OH1421'0.3 MILE TO THE END OF TRUCK TRAVEL.  CROSS THE FENCE, AND GO
 OH1421'SOUTH FOR 300 FEET TO THE STATION.
 OH1421'
 OH1421'THE STATION MARK, STAMPED BURN 1959, IS A STANDARD DISK SET IN
 OH1421'CONCRETE IN A 4-INCH PIPE THAT PROJECTS 3-INCHES, 600 FEET SOUTHWEST
 OH1421'OF A T FENCE CORNER, 300 FEET SOUTH OF AN EAST-WEST FENCE LINE, AND
 OH1421'4-FEET SOUTH OF A METAL WITNESS POST.
 OH1421'
 OH1421'UNDERGROUND MARK IS DESCRIBED.
 OH1421'
 OH1421'REFERENCE MARK NO. 1, STAMPED BURN NO 1 1959, IS A STANDARD DISK SET
 OH1421'IN CONCRETE IN A 4-INCH PIPE THAT PROJECTS 3-INCHES.
 OH1421'
 OH1421'REFERENCE MARK NO. 2, STAMPED BURN NO 2 1959, IS A STANDARD DISK SET
 OH1421'IN CONCRETE IN A 4-INCH PIPE THAT PROJECTS 3-INCHES.
 OH1421'
 OH1421'THE AZIMUTH MARK, STAMPED IDA 80-9 2 1977, IS A STANDARD AZIMUTH
 OH1421'MARK DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH1421'2-INCHES, 80 FEET EAST ON THE NORTH-BOUND LANES ON INTERSTATE 80N,
 OH1421'24 FEET SOUTHWEST OF A SLIGHT ANGLE IN THE RIGHT-OF-WAY FENCE
 OH1421'LINE, AND 2 FEET NORTH OF A METAL WITNESS POST.
 OH1421'
 OH1421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES NORTHWEST
 OH1421'OF CALDWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0626 ***********************************************************************
 QY0626  DESIGNATION -  BURNS
 QY0626  PID         -  QY0626
 QY0626  STATE/COUNTY-  ID/LEMHI
 QY0626  USGS QUAD   -  NORTH FORK (1966)
 QY0626
 QY0626                         *CURRENT SURVEY CONTROL
 QY0626  ___________________________________________________________________
 QY0626* NAD 83(1992)-  45 24 18.60527(N)    113 58 00.82888(W)     ADJUSTED  
 QY0626* NAVD 88     -      1619.0    (meters)    5312.     (feet)  VERTCON   
 QY0626  ___________________________________________________________________
 QY0626  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 QY0626  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 QY0626
 QY0626  HORZ ORDER  -  SECOND
 QY0626
 QY0626.The horizontal coordinates were established by classical geodetic methods
 QY0626.and adjusted by the National Geodetic Survey in July 1992..
 QY0626
 QY0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0626
 QY0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0626
 QY0626.The geoid height was determined by GEOID03.
 QY0626
 QY0626;                    North         East     Units Scale Factor Converg.
 QY0626;SPC ID C     -   415,338.179   502,591.477   MT  0.99994745   +0 01 24.9
 QY0626;UTM  12      - 5,032,243.633   267,818.381   MT  1.00026286   -2 06 49.1
 QY0626;UTM  11      - 5,032,436.986   737,362.678   MT  1.00029277   +2 09 39.0
 QY0626
 QY0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0626!SPC ID C     -   0.99974831  x   0.99994745  =   0.99969577
 QY0626!UTM  12      -   0.99974831  x   1.00026286  =   1.00001110
 QY0626!UTM  11      -   0.99974831  x   1.00029277  =   1.00004100
 QY0626
 QY0626|---------------------------------------------------------------------|
 QY0626| PID    Reference Object                     Distance      Geod. Az  |
 QY0626|                                                           dddmmss.s |
 QY0626| CN4056 BURNS RM 1                            9.914 METERS 18709     |
 QY0626| CN4057 BURNS RM 2                           13.460 METERS 25204     |
 QY0626| QY0485 NORTH FORK                          APPROX. 2.4 KM 2780849.8 |
 QY0626|---------------------------------------------------------------------|
 QY0626
 QY0626                          SUPERSEDED SURVEY CONTROL
 QY0626
 QY0626  NAD 83(1986)-  45 24 18.60184(N)    113 58 00.82103(W) AD(       ) 2
 QY0626  NAD 27      -  45 24 18.89200(N)    113 57 57.55400(W) AD(       ) 2
 QY0626  NGVD 29 (07/19/86) 1617.9    (m)         5308.     (f) VERT ANG       
 QY0626
 QY0626.Superseded values are not recommended for survey control.
 QY0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0626.See file dsdata.txt to determine how the superseded data were derived.
 QY0626
 QY0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR6781832244(NAD 83)
 QY0626_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0626_SETTING: 66 = SET IN ROCK OUTCROP
 QY0626_SP_SET: SET IN ROCK OUTCROP
 QY0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0626+STABILITY: POSITION/ELEVATION WELL
 QY0626
 QY0626  HISTORY     - Date     Condition        Report By
 QY0626  HISTORY     - 1945     MONUMENTED       CGS
 QY0626  HISTORY     - 1966     GOOD             USGS
 QY0626
 QY0626                          STATION DESCRIPTION
 QY0626
 QY0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QY0626'THE STATION IS ABOUT 16-1/2 MILES N OF SALMON, 2 MILES E OF
 QY0626'NORTH FORK, AND 1 MILE NE OF THE INTERSECTION OF U.S. HIGHWAY
 QY0626'93 AND BURNS GULCH.  IT IS ON THE FIRST PROMINENT PEAK OF
 QY0626'THE LONG RIDGE WHICH EXTENDS TO HIGHER GROUND TO THE NE, 15
 QY0626'METERS NNW OF A 24-INCH PINE TREE, AND SET IN A BOULDER WHICH
 QY0626'PROJECTS ABOUT 2 INCHES.
 QY0626'
 QY0626'STATION MARK IS A BRONZE STATION DISK AND IS STAMPED BURNS
 QY0626'1945.
 QY0626'
 QY0626'REFERENCE MARK 1 IS S OF THE STATION AND IS SET IN A BOULDER
 QY0626'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS A BRONZE
 QY0626'REFERENCE DISK AND IS STAMPED BURNS NO 1 1945.
 QY0626'
 QY0626'REFERENCE MARK 2 IS WSW OF THE STATION AND IS SET IN A BOULDER
 QY0626'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS A BRONZE
 QY0626'REFERENCE DISK AND IS STAMPED BURNS NO 2 1945.
 QY0626'
 QY0626'STATION NORTH FORK IS THE AZIMUTH MARK FOR THIS STATION.
 QY0626'
 QY0626'TO REACH THE STATION FROM THE SETTLEMENT OF NORTH FORK, GO
 QY0626'S ON U.S. HIGHWAY 93 FOR 1.3 MILES TO BURNS GULCH AND THE
 QY0626'END OF TRUCK TRAVEL.  GO THROUGH THE GATE ON THE E SIDE OF
 QY0626'THE HIGHWAY AND PACK N TO THE SUMMIT OF THE RIDGE, THEN PACK
 QY0626'NE AND N TO THE HIGHEST PART OF THE RIDGE AND THE STATION.
 QY0626'IT IS A 1-1/4 HOUR PACK FROM THE HIGHWAY.
 QY0626
 QY0626                          STATION RECOVERY (1966)
 QY0626
 QY0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QY0626'STATION MARK - - STANDARD USC AND GS DISK SET IN ROCK OUTCROP
 QY0626'PROJECTING 0.2 FT. ABOVE GROUND, STAMPED--- BURNS 1945 ---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1228 ***********************************************************************
 QB1228  DESIGNATION -  BURNT
 QB1228  PID         -  QB1228
 QB1228  STATE/COUNTY-  ID/WASHINGTON
 QB1228  USGS QUAD   -  OLDS FERRY NW (1976)
 QB1228
 QB1228                         *CURRENT SURVEY CONTROL
 QB1228  ___________________________________________________________________
 QB1228* NAD 83(1992)-  44 23 21.81051(N)    117 12 21.31127(W)     ADJUSTED  
 QB1228* NAVD 88     -      1457.1    (meters)    4781.     (feet)  VERTCON   
 QB1228  ___________________________________________________________________
 QB1228  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 QB1228  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 QB1228
 QB1228  HORZ ORDER  -  SECOND
 QB1228
 QB1228.The horizontal coordinates were established by classical geodetic methods
 QB1228.and adjusted by the National Geodetic Survey in July 1992..
 QB1228
 QB1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1228
 QB1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1228
 QB1228.The geoid height was determined by GEOID03.
 QB1228
 QB1228;                    North         East     Units Scale Factor Converg.
 QB1228;SPC ID W     -   303,487.443   684,000.092   MT  1.00009876   -1 01 06.9
 QB1228;SPC OR N     -    85,661.869 2,762,395.257   MT  0.99998636   +2 20 10.0
 QB1228;SPC OR N     -   281,042.88  9,062,976.56   iFT  0.99998636   +2 20 10.0
 QB1228;SPC OR S     -   307,635.751 1,762,435.990   MT  1.00012236   +2 15 13.1
 QB1228;SPC OR S     - 1,009,303.65  5,782,270.31   iFT  1.00012236   +2 15 13.1
 QB1228;UTM  11      - 4,915,143.828   483,598.920   MT  0.99960331   -0 08 38.6
 QB1228
 QB1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1228!SPC ID W     -   0.99977424  x   1.00009876  =   0.99987298
 QB1228!SPC OR N     -   0.99977424  x   0.99998636  =   0.99976060
 QB1228!SPC OR S     -   0.99977424  x   1.00012236  =   0.99989657
 QB1228!UTM  11      -   0.99977424  x   0.99960331  =   0.99937764
 QB1228
 QB1228|---------------------------------------------------------------------|
 QB1228| PID    Reference Object                     Distance      Geod. Az  |
 QB1228|                                                           dddmmss.s |
 QB1228| CD7015 BURNT RM 1                           14.813 METERS 18314     |
 QB1228| CD7014 BURNT AZ MK                                        2784140.9 |
 QB1228| CD7016 BURNT RM 2                           10.870 METERS 28948     |
 QB1228|---------------------------------------------------------------------|
 QB1228
 QB1228                          SUPERSEDED SURVEY CONTROL
 QB1228
 QB1228  NAD 83(1991)-  44 23 21.81060(N)    117 12 21.31142(W) AD(       ) 2
 QB1228  NAD 83(1986)-  44 23 21.81046(N)    117 12 21.31295(W) AD(       ) 2
 QB1228  NAD 27      -  44 23 22.22800(N)    117 12 17.67400(W) AD(       ) 2
 QB1228  NGVD 29 (07/19/86) 1456.1    (m)         4777.     (f) VERT ANG       
 QB1228
 QB1228.Superseded values are not recommended for survey control.
 QB1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1228.See file dsdata.txt to determine how the superseded data were derived.
 QB1228
 QB1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK8359915144(NAD 83)
 QB1228_MARKER: Z = SEE DESCRIPTION
 QB1228_SETTING: 0 = UNSPECIFIED SETTING
 QB1228
 QB1228  HISTORY     - Date     Condition        Report By
 QB1228  HISTORY     - 1945     MONUMENTED       CGS
 QB1228  HISTORY     - 1983     SEE DESCRIPTION  LOCENG
 QB1228
 QB1228                          STATION DESCRIPTION
 QB1228
 QB1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1228'STATION IS LOCATED ABOUT 13 MILES NW OF WEISER, IDAHO, 5.0
 QB1228'MILES NE OF HUNTINGTON, OREGON, 2.0 MILES ENE OF JUNCTION OF
 QB1228'THE BURNT AND SNAKE RIVERS.  THE STATION IS ON THE HIGHEST
 QB1228'GROUND IN THE IMMEDIATE VICINITY.  THE SUMMIT OF THE MOUNTAIN
 QB1228'IS GRASS COVERED AND THE STATION WAS ESTABLISHED AT THE NE TIP
 QB1228'OF A LONG ROCKY OUTCROP.
 QB1228'
 QB1228'TO REACH FROM THE RAILROAD STATION AT HUNTINGTON, GO E ON
 QB1228'U.S. HIGHWAY 30 FOR 0.1 MILE.  CONTINUE STRAIGHT AHEAD ONTO
 QB1228'A DIRT ROAD PASSING STOCK YARDS AND RAILROAD WATER TANK, AND
 QB1228'GO 2.5 MILES.  TURN RIGHT, KEEPING TO THE RIGHT OF THE RAILROAD
 QB1228'TRACKS AND GO 0.1 MILE TO THE BANK OF THE SNAKE RIVER AND THE
 QB1228'END OF TRUCK TRAVEL.  FROM HERE PACK TO THE E OVER THE FOOT
 QB1228'BRIDGE WHICH SPANS THE BURNT RIVER, THENCE OVER THE RAILROAD
 QB1228'BRIDGE WHICH SPANS THE SNAKE RIVER.  AT THE E END OF THE
 QB1228'RAILROAD BRIDGE, PACK TO THE LEFT, N, OVER A GRASSY PASTURE
 QB1228'AND UP THE RIDGE PASSING SEVERAL ROCKY OUTCROPS TO THE FIRST
 QB1228'SUMMIT.  CONTINUE N ON THE RIDGE, FOLLOWING THE OLD FENCE
 QB1228'LINE TO THE HIGH GROUND AND THE STATION.
 QB1228'
 QB1228'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 QB1228'A BOULDER WHICH IS FLAT TOPPED AND HAS A DIAMETER OF ABOUT
 QB1228'7 FEET.  DISK IS STAMPED BURNT 1945.
 QB1228'
 QB1228'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 QB1228'HOLE IN A BOULDER WHICH IS 2 FEET LONG, 1 FOOT WIDE, AND PROJECTS
 QB1228'2 FEET.  THE MARK IS ABOUT 4 FEET LOWER THAN THE STATION AND
 QB1228'IS STAMPED BURNT NO 1 1945.
 QB1228'
 QB1228'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 QB1228'HOLE IN A BOULDER WHICH PROJECTS 1 FOOT AND IS STAMPED BURNT
 QB1228'NO 2 1945.  THE MARK IS ABOUT 3 FEET LOWER THAN THE STATION.
 QB1228'
 QB1228'THE AZIMUTH MARK IS LOCATED 2.4 MILES BY ROAD N OF THE RAILROAD
 QB1228'BRIDGE WHICH SPANS THE SNAKE RIVER NEAR THE POINT WHERE THE
 QB1228'BURNT RIVER FLOWS INTO IT, ABOUT 2 MILES AIRLINE FROM THE
 QB1228'STATION, 0.15 MILE N OF RAILROAD BRIDGE 2.57, 100 FEET W OF
 QB1228'THE CENTER LINE OF A GRADED ROAD, 85 FEET W OF THE CENTER OF
 QB1228'THE RAILROAD TRACK, AND ABOUT 30 FEET HIGHER THAN THE RAILROAD
 QB1228'TRACKS.  THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A
 QB1228'DRILL HOLE IN A BOULDER WHICH IS ABOUT 4.5 FEET LONG, 3 FEET
 QB1228'WIDE, AND 3 FEET HIGH.  THE DISK IS STAMPED BURNT 1945.
 QB1228'
 QB1228'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 QB1228
 QB1228                          STATION RECOVERY (1983)
 QB1228
 QB1228'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 QB1228'BURNT 1945 RECOVERED GOOD.
 QB1228'
 QB1228'THE STATION MARK, R.M. 1 (STAMPED BURNT 1945 NO. 1), AND R.M. 2
 QB1228'(STAMPED BURNT 1945 NO. 2), WERE RECOVERED IN GOOD CONDITION AS
 QB1228'DESCRIBED.  THE DISTANCE FROM R.M. 1 TO R.M. 2 (68.00 FEET)
 QB1228'CHECKS.  THERE WAS NO SIGN POST.  THE MORTAR WORK ON ALL THREE
 QB1228'MARKS WAS REPAIRED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  IT
 QB1228'LIKELY IS BELOW THE SURFACE OF BROWNLEE RESERVOIR.  IT IS
 QB1228'SUGGESTED THAT A NEW AZIMUTH MARK BE ESTABLISHED ON THE WESTERN
 QB1228'POINT OF A PROMINENT EAST-WEST SPUR ABOUT ONE MILE NORTH OF THE
 QB1228'STATION.  THIS MARK WOULD BE EASILY ACCESSIBLE FROM THE ACCESS
 QB1228'ROAD.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30N
 QB1228'AND STATE HIGHWAY 70 IN WEISER, GO WESTERLY ON HIGHWAY 70,
 QB1228'PARALLELING THE RAILROAD, FOR 3.9 MILES TO JONATHAN ROAD.  TURN
 QB1228'RIGHT ACROSS THE RAILROAD AND GO NORTH AND WEST FOR 10.3 MILES TO
 QB1228'AN ABANDONED RANCH ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.0
 QB1228'MILE TO A TRACK ROAD ON THE LEFT AT THE CREST OF A SMALL DIVIDE.
 QB1228'TURN LEFT ONTO THE TRACK ROAD AND GO WEST FOR 0.1 MILE TO A GATE.
 QB1228'PASS THROUH THE GATE AND GO WEST-SOUTHWEST FOR 0.3 MILE
 QB1228'TO A FORK.  TAKE THE LEFT FORK AND GO GENERALLY WEST FOR 3.1
 QB1228'MILES TO A FORK AT THE SNAKE RIVER DIVIDE, PASSING THROUGH GATES
 QB1228'AT 0.7 MILE, 1.2 MILES, 1.5 MILES, AND 3.0 MILES.  TAKE THE
 QB1228'LEFT FORK AND GO GENERALLY SOUTH FOR 0.9 MILE TO THE END OF
 QB1228'TRUCK TRAVEL IN A LARGE FLAT ON THE SUMMIT OF THE DIVIDE INTO
 QB1228'SNAKE RIVER.  PACK SOUTH-SOUTHWEST ABOUT 0.2 MILE TO THE
 QB1228'SUMMIT OF A KNOLL AND THE STATION.  ABOUT A 20-MINUTE PACK, ROUND
 QB1228'TRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0818 ***********************************************************************
 QA0818  DESIGNATION -  BURNT
 QA0818  PID         -  QA0818
 QA0818  STATE/COUNTY-  ID/BOISE
 QA0818  USGS QUAD   -  LOWMAN (1972)
 QA0818
 QA0818                         *CURRENT SURVEY CONTROL
 QA0818  ___________________________________________________________________
 QA0818* NAD 83(1992)-  44 01 41.75161(N)    115 30 50.50462(W)     ADJUSTED  
 QA0818* NAVD 88     -      2011.2    (meters)    6598.     (feet)  VERTCON   
 QA0818  ___________________________________________________________________
 QA0818  LAPLACE CORR-           9.60  (seconds)                    DEFLEC99
 QA0818  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 QA0818
 QA0818  HORZ ORDER  -  THIRD
 QA0818
 QA0818.The horizontal coordinates were established by classical geodetic methods
 QA0818.and adjusted by the National Geodetic Survey in July 1992..
 QA0818
 QA0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0818
 QA0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0818
 QA0818.The geoid height was determined by GEOID03.
 QA0818
 QA0818;                    North         East     Units Scale Factor Converg.
 QA0818;SPC ID W     -   262,358.944   818,916.084   MT  0.99993773   +0 09 50.4
 QA0818;UTM  11      - 4,876,085.454   619,080.302   MT  0.99977440   +1 01 58.4
 QA0818
 QA0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0818!SPC ID W     -   0.99968703  x   0.99993773  =   0.99962478
 QA0818!UTM  11      -   0.99968703  x   0.99977440  =   0.99946150
 QA0818
 QA0818|---------------------------------------------------------------------|
 QA0818| PID    Reference Object                     Distance      Geod. Az  |
 QA0818|                                                           dddmmss.s |
 QA0818| CD4355 BURNT RM 1                            7.788 METERS 04303     |
 QA0818| QA0807 WOLF                                APPROX.10.3 KM 1012128.1 |
 QA0818| CD4356 BURNT RM 2                            6.639 METERS 12147     |
 QA0818|---------------------------------------------------------------------|
 QA0818
 QA0818                          SUPERSEDED SURVEY CONTROL
 QA0818
 QA0818  NAD 83(1986)-  44 01 41.75148(N)    115 30 50.50055(W) AD(       ) 3
 QA0818  NAD 27      -  44 01 42.11690(N)    115 30 47.10990(W) AD(       ) 3
 QA0818  NGVD 29 (07/19/86) 2010.0    (m)         6594.     (f) VERT ANG       
 QA0818
 QA0818.Superseded values are not recommended for survey control.
 QA0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0818.See file dsdata.txt to determine how the superseded data were derived.
 QA0818
 QA0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ1908076085(NAD 83)
 QA0818_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0818
 QA0818  HISTORY     - Date     Condition        Report By
 QA0818  HISTORY     - 1959     MONUMENTED       CGS
 QA0818
 QA0818                          STATION DESCRIPTION
 QA0818
 QA0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0818'THE STATION IS LOCATED, AIRLINE, ABOUT 7-1/2 MILES SOUTHEAST
 QA0818'OF LOWMAN AND ABOUT 8 MILES NORTHWEST OF BEAVER CREEK GUARD
 QA0818'STATION.  IT IS ON THE SUMMIT OF A LOW, BARE-TOPPED KNOLL THAT
 QA0818'IS SURROUNDED BY TIMBER.
 QA0818'
 QA0818'TO REACH FROM THE POST OFFICE IN IDAHO CITY, GO EAST, ON MAIN
 QA0818'STREET, FOR 0.2 MILE TO THE INTERSECTION WITH STATE HIGHWAY 21.
 QA0818'TURN LEFT, NORTH, ON STATE HIGHWAY 21 AND GO FOR 18.1 MILES TO A
 QA0818'ROAD FORK ON THE RIGHT.  TURN RIGHT, EAST, AND GO 4.3 MILES TO
 QA0818'A ROAD FORK ON THE LEFT.  TURN LEFT, NORTH, AND GO 1.2 MILES
 QA0818'TO A FORK, KEEP THE LEFT FORK, STRAIGHT AHEAD, AND GO 2.7
 QA0818'MILES TO AN OLD MINING SETTLEMENT AND A BLADED ROAD ON THE
 QA0818'RIGHT.  TURN RIGHT, EAST, ON THE BLADED ROAD AND GO 0.6 MILE TO A
 QA0818'ROAD FORK ON THE RIGHT.  TURN RIGHT, EASTERLY, AND GO FOR 0.2
 QA0818'MILE TO A REVERSE Y-FORK.  TAKE THE LEFT FORK, STRAIGHT AHEAD,
 QA0818'AND GO 0.1 MILE TO A SMALL SADDLE ON THE RIGHT.  TURN RIGHT,
 QA0818'EASTERLY, AND GO 0.05 MILE TO A SADDLE, THEN BEAR RIGHT AND
 QA0818'FOLLOW THE RIDGE SOUTHERLY FOR 0.05 MILE TO THE SUMMIT OF A
 QA0818'SMALL KNOLL AND THE STATION.  NOTE--THIS IS A 4-WHEEL DRIVE.
 QA0818'
 QA0818'THE STATION MARK, STAMPED BURNT 1959, IS A STANDARD DISK
 QA0818'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT WHICH
 QA0818'PROJECTS ABOUT 4-INCHES ABOVE THE GROUND.  IT IS 7.5 FEET SOUTHEAST
 QA0818'OF A WITNESS POST.
 QA0818'
 QA0818'REFERENCE MARK NUMBER ONE, STAMPED BURNT NO 1 1959, IS A STANDARD
 QA0818'DISK SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT WHICH
 QA0818'PROJECTS ABOUT 4-INCHES ABOVE THE GROUND.  IT IS AT ABOUT THE
 QA0818'SAME ELEVATION AS THE STATION.
 QA0818'
 QA0818'REFERENCE MARK NUMBER TWO, STAMPED BURNT NO 2 1959, IS A
 QA0818'STANDARD DISK SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 QA0818'MONUMENT WHICH PROJECTS 4-INCHES ABOVE THE GROUND.  IT IS ABOUT
 QA0818'THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0627 ***********************************************************************
 QZ0627  DESIGNATION -  BURNT
 QZ0627  PID         -  QZ0627
 QZ0627  STATE/COUNTY-  ID/IDAHO
 QZ0627  USGS QUAD   -  BURNT STRIP MTN (1994)
 QZ0627
 QZ0627                         *CURRENT SURVEY CONTROL
 QZ0627  ___________________________________________________________________
 QZ0627* NAD 83(1992)-  45 49 53.93868(N)    114 39 13.24853(W)     ADJUSTED  
 QZ0627* NAVD 88     -      2283.9    (meters)    7493.     (feet)  VERTCON   
 QZ0627  ___________________________________________________________________
 QZ0627  LAPLACE CORR-           9.22  (seconds)                    DEFLEC99
 QZ0627  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 QZ0627
 QZ0627  HORZ ORDER  -  THIRD
 QZ0627
 QZ0627.The horizontal coordinates were established by classical geodetic methods
 QZ0627.and adjusted by the National Geodetic Survey in July 1992..
 QZ0627
 QZ0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0627
 QZ0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0627
 QZ0627.The geoid height was determined by GEOID03.
 QZ0627
 QZ0627;                    North         East     Units Scale Factor Converg.
 QZ0627;SPC ID W     -   463,314.013   885,175.921   MT  1.00002249   +0 47 11.2
 QZ0627;UTM  11      - 5,078,020.037   682,229.776   MT  1.00000827   +1 41 00.5
 QZ0627
 QZ0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0627!SPC ID W     -   0.99964427  x   1.00002249  =   0.99966676
 QZ0627!UTM  11      -   0.99964427  x   1.00000827  =   0.99965254
 QZ0627
 QZ0627:                Primary Azimuth Mark                     Grid Az
 QZ0627:SPC ID W     -  MT GEORGE LOT                            011 50 34.6
 QZ0627:UTM  11      -  MT GEORGE LOT                            010 56 45.3
 QZ0627
 QZ0627|---------------------------------------------------------------------|
 QZ0627| PID    Reference Object                     Distance      Geod. Az  |
 QZ0627|                                                           dddmmss.s |
 QZ0627| QZ0628 MT GEORGE LOT                       APPROX. 9.6 KM 0123745.8 |
 QZ0627|---------------------------------------------------------------------|
 QZ0627
 QZ0627                          SUPERSEDED SURVEY CONTROL
 QZ0627
 QZ0627  NAD 83(1986)-  45 49 53.94394(N)    114 39 13.23921(W) AD(       ) 3
 QZ0627  NAD 27      -  45 49 54.24504(N)    114 39 09.89006(W) AD(       ) 3
 QZ0627  NGVD 29 (07/19/86) 2282.7    (m)         7489.     (f) VERT ANG       
 QZ0627
 QZ0627.Superseded values are not recommended for survey control.
 QZ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0627.See file dsdata.txt to determine how the superseded data were derived.
 QZ0627
 QZ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL8223078020(NAD 83)
 QZ0627_MARKER: DD = SURVEY DISK
 QZ0627_SETTING: 0 = UNSPECIFIED SETTING
 QZ0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0627
 QZ0627  HISTORY     - Date     Condition        Report By
 QZ0627  HISTORY     - 1965     MONUMENTED       USGS
 QZ0627
 QZ0627                          STATION DESCRIPTION
 QZ0627
 QZ0627'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 QZ0627'LOCATED ABOUT 38 MI. E. OF ELK CITY, 27 MI. SW. OF DARBY, MONTANA,
 QZ0627'5 MI. SE. OF PARADISE GUARD STATION, 9 MI. SSW. OF MOUNT PALOMA ON
 QZ0627'A TOP KNOWN AS BURNT STRIP MTN. AT SITE OF DESTROYED LOOKOUT HOUSE.
 QZ0627'
 QZ0627'STATION REACHED BY HELICOPTER.
 QZ0627'
 QZ0627'STATION MARK--A STANDARD TABLET STAMPED---BURNT 1965--- SET IN THE
 QZ0627'NE. CONCRETE FOOTING OF DESTROYED LOH.
 QZ0627'
 QZ0627'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED---NO 1 1965---
 QZ0627'SET IN THE NW. CONCRETE FOOTING OF DESTROYED LOH, 21.97 FT. FROM
 QZ0627'STATION MARK AND ABOUT LEVEL, N 88 DEG 01 MIN W.
 QZ0627'
 QZ0627'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED---NO 2 1965---
 QZ0627'SET IN THE SE. CONCRETE FOOTING OF DESTROYED LOH, 21.94 FT. FROM
 QZ0627'STATION MARK AND ABOUT LEVEL, S 00 DEG 42 MIN W.
 QZ0627'
 QZ0627'USFS TABLET STAMPED---BURNT STRIP MTN 1926--- SET IN A LOOSE ROCK
 QZ0627'AT ABOUT CENTER OF DESTROYED LOH, 13.87 FT. FROM STATION AND ABOUT
 QZ0627'6 INCHES LOWER, S 50 DEG 57 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0682 ***********************************************************************
 QZ0682  DESIGNATION -  BURNT KNOB
 QZ0682  PID         -  QZ0682
 QZ0682  STATE/COUNTY-  ID/IDAHO
 QZ0682  USGS QUAD   -  SHEEPEATER MOUNTAIN (1995)
 QZ0682
 QZ0682                         *CURRENT SURVEY CONTROL
 QZ0682  ___________________________________________________________________
 QZ0682* NAD 83(1992)-  45 28 06.03259(N)    115 16 58.35390(W)     ADJUSTED  
 QZ0682* NAVD 88     -      2235.9    (meters)    7336.     (feet)  VERTCON   
 QZ0682  ___________________________________________________________________
 QZ0682  LAPLACE CORR-           8.82  (seconds)                    DEFLEC99
 QZ0682  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 QZ0682
 QZ0682  HORZ ORDER  -  SECOND
 QZ0682
 QZ0682.The horizontal coordinates were established by classical geodetic methods
 QZ0682.and adjusted by the National Geodetic Survey in July 1992..
 QZ0682
 QZ0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0682
 QZ0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0682
 QZ0682.The geoid height was determined by GEOID03.
 QZ0682
 QZ0682;                    North         East     Units Scale Factor Converg.
 QZ0682;SPC ID W     -   422,458.702   836,527.514   MT  0.99994973   +0 19 58.8
 QZ0682;UTM  11      - 5,036,413.494   634,228.258   MT  0.99982152   +1 13 27.3
 QZ0682
 QZ0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0682!SPC ID W     -   0.99965190  x   0.99994973  =   0.99960164
 QZ0682!UTM  11      -   0.99965190  x   0.99982152  =   0.99947348
 QZ0682
 QZ0682|---------------------------------------------------------------------|
 QZ0682| PID    Reference Object                     Distance      Geod. Az  |
 QZ0682|                                                           dddmmss.s |
 QZ0682| QZ0683 BURNT KNOB LOOKOUT TOWER             43.230 METERS 16514     |
 QZ0682| CH6554 BURNT KNOB RM 1                       6.285 METERS 21314     |
 QZ0682| QZ0688 LEMHI                               APPROX. 9.8 KM 2470029.7 |
 QZ0682| CH6555 BURNT KNOB RM 2                       9.773 METERS 31846     |
 QZ0682|---------------------------------------------------------------------|
 QZ0682
 QZ0682                          SUPERSEDED SURVEY CONTROL
 QZ0682
 QZ0682  NAD 83(1986)-  45 28 06.03457(N)    115 16 58.34803(W) AD(       ) 2
 QZ0682  NAD 27      -  45 28 06.35717(N)    115 16 54.92122(W) AD(       ) 2
 QZ0682  NGVD 29 (07/19/86) 2234.4    (m)         7331.     (f) VERT ANG       
 QZ0682
 QZ0682.Superseded values are not recommended for survey control.
 QZ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0682.See file dsdata.txt to determine how the superseded data were derived.
 QZ0682
 QZ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL3422836413(NAD 83)
 QZ0682_MARKER: Z = SEE DESCRIPTION
 QZ0682_SETTING: 0 = UNSPECIFIED SETTING
 QZ0682
 QZ0682  HISTORY     - Date     Condition        Report By
 QZ0682  HISTORY     - 1946     MONUMENTED       CGS
 QZ0682
 QZ0682                          STATION DESCRIPTION
 QZ0682
 QZ0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0682'STATION IS LOCATED IN THE IDAHO NATIONAL FOREST, 7-1/2
 QZ0682'MILES NNW OF THE CHAMBERLAIN RANGER STATION, 3 MILES SE OF
 QZ0682'CAMPBELLS FERRY, AT THE SALMON RIVER.  IT IS SITUATED ON A
 QZ0682'ROCKY AND PARTIALLY TIMBERED RIDGE LYING BETWEEN BIG TROUT
 QZ0682'CREEK AND RICHARDSON CREEK, AND ADJACENT TO THE BURNT KNOB
 QZ0682'LOOKOUT TOWER.
 QZ0682'
 QZ0682'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER,
 QZ0682'STAMPED BURNT KNOB 1945 AND PROJECTS 3 FEET.  NO UNDERGROUND
 QZ0682'MARK WAS SET.
 QZ0682'
 QZ0682'A BRONZE DISK OF THE UNITED STATES FOREST SERVICE IS SE OF
 QZ0682'THE STATION, SITUATED BENEATH THE LOOKOUT TOWER.  THE DISK
 QZ0682'IS STAMPED T 25 N R 10 E 1923 AND IS SET IN A BOULDER.
 QZ0682'
 QZ0682'REFERENCE MARK 2 IS N OF THE STATION.  IT IS A BRONZE REFERENCE
 QZ0682'DISK SET IN A BOULDER, STAMPED BURNT KNOB NO 2 1945 AND
 QZ0682'PROJECTS 10 INCHES.
 QZ0682'
 QZ0682'REFERENCE MARK 1 IS SW OF THE STATION.  IT IS A BRONZE REFERENCE
 QZ0682'DISK SET IN A BOULDER, STAMPED BURNT KNOB NO 1 1946 AND
 QZ0682'PROJECTS 2-1/2 FEET.
 QZ0682'
 QZ0682'STATION LEMHI WAS USED AS AZIMUTH MARK.
 QZ0682'
 QZ0682'TO REACH THE STATION FROM THE RED RIVER RANGER STATION, GO
 QZ0682'S ON THE FOREST SERVICE ROAD AS PER SIGN DALE RANCH 23 FOR
 QZ0682'APPROXIMATELY 23 MILES TO THE DALE RANCH AND THE SALMON RIVER.
 QZ0682'FROM THE DALE RANCH, GO W DOWN THE N SIDE OF THE RIVER FOR
 QZ0682'4-1/2 MILES TO THE FERRY.  CROSS THE RIVER AND PASS THROUGH
 QZ0682'THE ZAUNMILLER RANCHYARD AND PICK UP THE TRAIL AT THEIR BARN.
 QZ0682'FOLLOW THIS TRAIL E ALONG THE S SIDE OF THE RIVER FOR ABOUT
 QZ0682'1-1/2 MILES TO A POINT OVERLOOKING LITTLE TROUT CREEK AND A
 QZ0682'LONE CABIN.  CONTINUE ON THIS TRAIL FOR ABOUT 0.2 MILE
 QZ0682'AND CROSS THE CREEK.  KEEP RIGHT AFTER CROSSING THE CREEK
 QZ0682'AND CONTINUE UPGRADE FOR ABOUT 5 MILES TO A SIGN ON THE
 QZ0682'RIGHT BURNT KNOB L.O. 1.  TURN RIGHT AND FOLLOW THE TRAIL
 QZ0682'FOR 1 MILE TO THE STATION AS DESCRIBED.  APPROXIMATELY 2
 QZ0682'DAYS HORSE TRAVEL FROM THE DALE RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0642 ***********************************************************************
 QZ0642  DESIGNATION -  BURNT KNOB LOH
 QZ0642  PID         -  QZ0642
 QZ0642  STATE/COUNTY-  ID/IDAHO
 QZ0642  USGS QUAD   -  SABE MTN (1991)
 QZ0642
 QZ0642                         *CURRENT SURVEY CONTROL
 QZ0642  ___________________________________________________________________
 QZ0642* NAD 83(1992)-  45 42 09.76297(N)    114 59 27.91785(W)     ADJUSTED  
 QZ0642* NAVD 88     -      2494.3    (meters)    8183.     (feet)  VERTCON   
 QZ0642  ___________________________________________________________________
 QZ0642  LAPLACE CORR-           7.98  (seconds)                    DEFLEC99
 QZ0642  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 QZ0642
 QZ0642  HORZ ORDER  -  THIRD
 QZ0642
 QZ0642.The horizontal coordinates were established by classical geodetic methods
 QZ0642.and adjusted by the National Geodetic Survey in July 1992..
 QZ0642
 QZ0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0642
 QZ0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0642
 QZ0642.The geoid height was determined by GEOID03.
 QZ0642
 QZ0642;                    North         East     Units Scale Factor Converg.
 QZ0642;SPC ID W     -   448,679.541   859,097.870   MT  0.99997626   +0 32 35.5
 QZ0642;UTM  11      - 5,062,980.241   656,384.916   MT  0.99990068   +1 26 17.2
 QZ0642
 QZ0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0642!SPC ID W     -   0.99961137  x   0.99997626  =   0.99958763
 QZ0642!UTM  11      -   0.99961137  x   0.99990068  =   0.99951208
 QZ0642
 QZ0642:                Primary Azimuth Mark                     Grid Az
 QZ0642:SPC ID W     -  PRONG                                    032 07 57.8
 QZ0642:UTM  11      -  PRONG                                    031 14 16.1
 QZ0642
 QZ0642|---------------------------------------------------------------------|
 QZ0642| PID    Reference Object                     Distance      Geod. Az  |
 QZ0642|                                                           dddmmss.s |
 QZ0642| QZ0648 PRONG                               APPROX. 9.3 KM 0324033.3 |
 QZ0642|---------------------------------------------------------------------|
 QZ0642
 QZ0642                          SUPERSEDED SURVEY CONTROL
 QZ0642
 QZ0642  NAD 83(1986)-  45 42 09.76577(N)    114 59 27.91130(W) AD(       ) 3
 QZ0642  NAD 27      -  45 42 10.07636(N)    114 59 24.51629(W) AD(       ) 3
 QZ0642  NGVD 29 (07/19/86) 2493.0    (m)         8179.     (f) VERT ANG       
 QZ0642
 QZ0642.Superseded values are not recommended for survey control.
 QZ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0642.See file dsdata.txt to determine how the superseded data were derived.
 QZ0642
 QZ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL5638562980(NAD 83)
 QZ0642_MARKER: 73 = LOOKOUT HOUSE
 QZ0642
 QZ0642  HISTORY     - Date     Condition        Report By
 QZ0642  HISTORY     - 1965     FIRST OBSERVED   USGS
 QZ0642
 QZ0642                          STATION DESCRIPTION
 QZ0642
 QZ0642'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 QZ0642'LOCATED ABOUT 17 MI.E. OF RED RIVER RANGER STATION, ABOUT 11.5 MI.
 QZ0642'SE. OF RED RIVER HOT SPRINGS, CENTER OF A LOH SITUATED ON THE
 QZ0642'HIGHEST POINT OF BURNT KNOB IN THE CLEARWATER MOUNTAINS.
 QZ0642'
 QZ0642'STATION REACHED BY HELICOPTER IN 1974.
 QZ0642'
 QZ0642'STATION MARK--USFS LOH ON HIGHEST POINT OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0683 ***********************************************************************
 QZ0683  DESIGNATION -  BURNT KNOB LOOKOUT TOWER
 QZ0683  PID         -  QZ0683
 QZ0683  STATE/COUNTY-  ID/IDAHO
 QZ0683  USGS QUAD   -  SHEEPEATER MOUNTAIN (1995)
 QZ0683
 QZ0683                         *CURRENT SURVEY CONTROL
 QZ0683  ___________________________________________________________________
 QZ0683* NAD 83(1992)-  45 28 04.67852(N)    115 16 57.84686(W)     ADJUSTED  
 QZ0683* NAVD 88     -                                                        
 QZ0683  ___________________________________________________________________
 QZ0683  LAPLACE CORR-           8.74  (seconds)                    DEFLEC99
 QZ0683  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 QZ0683
 QZ0683  HORZ ORDER  -  THIRD
 QZ0683
 QZ0683.The horizontal coordinates were established by classical geodetic methods
 QZ0683.and adjusted by the National Geodetic Survey in July 1992..
 QZ0683
 QZ0683
 QZ0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0683
 QZ0683.The geoid height was determined by GEOID03.
 QZ0683
 QZ0683;                    North         East     Units Scale Factor Converg.
 QZ0683;SPC ID W     -   422,416.965   836,538.771   MT  0.99994974   +0 19 59.2
 QZ0683;UTM  11      - 5,036,371.943   634,240.161   MT  0.99982156   +1 13 27.7
 QZ0683
 QZ0683                          SUPERSEDED SURVEY CONTROL
 QZ0683
 QZ0683  NAD 83(1986)-  45 28 04.68051(N)    115 16 57.84100(W) AD(       ) 4
 QZ0683  NAD 27      -  45 28 05.00309(N)    115 16 54.41422(W) AD(       ) 3
 QZ0683
 QZ0683.Superseded values are not recommended for survey control.
 QZ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0683.See file dsdata.txt to determine how the superseded data were derived.
 QZ0683
 QZ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL3424036372(NAD 83)
 QZ0683
 QZ0683  HISTORY     - Date     Condition        Report By
 QZ0683  HISTORY     - 1946     MONUMENTED       CGS
 QZ0683
 QZ0683                          STATION DESCRIPTION
 QZ0683
 QZ0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0683'THE STATION IS LOCATED IN THE IDAHO NATIONAL FOREST, 7-1/2
 QZ0683'MILES NNW OF THE CHAMBERLAIN RANGER STATION, AND 3 MILES
 QZ0683'SE OF CAMPBELLS FERRY, AT THE SALMON RIVER.  THE STATION IS
 QZ0683'THE CENTER OF THE TOWER.
 QZ0683'
 QZ0683'LOCATED BY TRAVERSE AND DIRECTION FROM STATION BURNT KNOB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0938 ***********************************************************************
 TO0938  DESIGNATION -  BURTON LOOKOUT
 TO0938  PID         -  TO0938
 TO0938  STATE/COUNTY-  ID/BOUNDARY
 TO0938  USGS QUAD   -  FARNHAM PEAK (1996)
 TO0938
 TO0938                         *CURRENT SURVEY CONTROL
 TO0938  ___________________________________________________________________
 TO0938* NAD 83(1992)-  48 45 14.60957(N)    116 29 54.98061(W)     ADJUSTED  
 TO0938* NAVD 88     -                                                        
 TO0938  ___________________________________________________________________
 TO0938  LAPLACE CORR-         -10.44  (seconds)                    DEFLEC99
 TO0938  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TO0938
 TO0938  HORZ ORDER  -  THIRD
 TO0938
 TO0938.The horizontal coordinates were established by classical geodetic methods
 TO0938.and adjusted by the National Geodetic Survey in July 1992..
 TO0938
 TO0938
 TO0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0938
 TO0938.The geoid height was determined by GEOID03.
 TO0938
 TO0938;                    North         East     Units Scale Factor Converg.
 TO0938;SPC ID W     -   787,881.427   744,957.856   MT  0.99997054   -0 33 46.4
 TO0938;UTM  11      - 5,400,237.430   536,853.408   MT  0.99961669   +0 22 37.2
 TO0938
 TO0938                          SUPERSEDED SURVEY CONTROL
 TO0938
 TO0938  NAD 83(1986)-  48 45 14.62037(N)    116 29 54.97593(W) AD(       ) 4
 TO0938  NAD 27      -  48 45 14.86004(N)    116 29 51.24044(W) AD(       ) 3
 TO0938
 TO0938.Superseded values are not recommended for survey control.
 TO0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0938.See file dsdata.txt to determine how the superseded data were derived.
 TO0938
 TO0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ3685300237(NAD 83)
 TO0938_MARKER: 73 = LOOKOUT HOUSE
 TO0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0938+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 TO0938
 TO0938  HISTORY     - Date     Condition        Report By
 TO0938  HISTORY     - UNK      FIRST OBSERVED
 TO0938  HISTORY     - 1964     GOOD             CGS
 TO0938  HISTORY     - 1980     GOOD             NGS
 TO0938  HISTORY     - 20031009 GOOD             GEOCAC
 TO0938
 TO0938                          STATION DESCRIPTION
 TO0938
 TO0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO0938'STATION IS THE APEX OF THE CABIN ROOF, ABOUT 15 FEET IN HEIGHT
 TO0938'AND LOCATED AT THE NORTHEAST EDGE OF THE MYRTLE CREEK GAME
 TO0938'PRESERVE, ABOUT 9 MILES NORTHWEST OF BONNERS FERRY AND 4 MILES
 TO0938'WEST OF THE KOOTENAI RIVER.
 TO0938'
 TO0938'STATION WAS NOT VISITED.
 TO0938
 TO0938                          STATION RECOVERY (1980)
 TO0938
 TO0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TO0938'THE STATION WAS NOT VISITED AT THIS DATE.  HOWEVER THE ANGLE TO IT
 TO0938'COMPARED FAVORABLY WITH THE 1975 DATA OBTAINED AT STATION BONNERS
 TO0938'USFS 1936 RM 4 1975.
 TO0938
 TO0938                          STATION RECOVERY (2003)
 TO0938
 TO0938'RECOVERY NOTE BY GEOCACHING 2003 (RR)
 TO0938'FOUND AS DESCRIBED.  THE CABIN IS LOOKING QUITE WEATHERED, THOUGH
 TO0938'STILL STANDING AND IN PRETTY GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0940 ***********************************************************************
 TO0940  DESIGNATION -  BURTON PK
 TO0940  PID         -  TO0940
 TO0940  STATE/COUNTY-  ID/BOUNDARY
 TO0940  USGS QUAD   -  FARNHAM PEAK (1996)
 TO0940
 TO0940                         *CURRENT SURVEY CONTROL
 TO0940  ___________________________________________________________________
 TO0940* NAD 83(1992)-  48 45 14.43641(N)    116 29 54.81272(W)     ADJUSTED  
 TO0940* NAVD 88     -      2087.4    (meters)    6848.     (feet)  VERTCON   
 TO0940  ___________________________________________________________________
 TO0940  LAPLACE CORR-         -10.45  (seconds)                    DEFLEC99
 TO0940  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TO0940
 TO0940  HORZ ORDER  -  THIRD
 TO0940
 TO0940.The horizontal coordinates were established by classical geodetic methods
 TO0940.and adjusted by the National Geodetic Survey in July 1992..
 TO0940
 TO0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0940
 TO0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0940
 TO0940.The geoid height was determined by GEOID03.
 TO0940
 TO0940;                    North         East     Units Scale Factor Converg.
 TO0940;SPC ID W     -   787,876.044   744,961.232   MT  0.99997054   -0 33 46.2
 TO0940;UTM  11      - 5,400,232.106   536,856.871   MT  0.99961669   +0 22 37.3
 TO0940
 TO0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0940!SPC ID W     -   0.99967548  x   0.99997054  =   0.99964602
 TO0940!UTM  11      -   0.99967548  x   0.99961669  =   0.99929229
 TO0940
 TO0940:                Primary Azimuth Mark                     Grid Az
 TO0940:SPC ID W     -  FARNHAM PK                               002 36 35.8
 TO0940:UTM  11      -  FARNHAM PK                               001 40 12.3
 TO0940
 TO0940|---------------------------------------------------------------------|
 TO0940| PID    Reference Object                     Distance      Geod. Az  |
 TO0940|                                                           dddmmss.s |
 TO0940| TO0939 FARNHAM PK                          APPROX.10.2 KM 0020249.6 |
 TO0940|---------------------------------------------------------------------|
 TO0940
 TO0940                          SUPERSEDED SURVEY CONTROL
 TO0940
 TO0940  NAD 83(1986)-  48 45 14.44672(N)    116 29 54.81091(W) AD(       ) 3
 TO0940  NAD 27      -  48 45 14.68309(N)    116 29 51.05868(W) AD(       ) 3
 TO0940  NGVD 29 (07/19/86) 2086.1    (m)         6844.     (f) VERT ANG       
 TO0940
 TO0940.Superseded values are not recommended for survey control.
 TO0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0940.See file dsdata.txt to determine how the superseded data were derived.
 TO0940
 TO0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ3685700232(NAD 83)
 TO0940_MARKER: DD = SURVEY DISK
 TO0940_SETTING: 66 = SET IN ROCK OUTCROP
 TO0940_SP_SET: SET IN ROCK OUTCROP
 TO0940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0940+STABILITY: POSITION/ELEVATION WELL
 TO0940
 TO0940  HISTORY     - Date     Condition        Report By
 TO0940  HISTORY     - 1964     MONUMENTED       USGS
 TO0940
 TO0940                          STATION DESCRIPTION
 TO0940
 TO0940'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TO0940'LOCATED 10.5 MI. SW. OF COPELAND, ABOUT 9 MI. NW. OF BONNERS FERRY,
 TO0940'4 MI. W. OF THE KOOTENAI RIVER, 3 MI. S. OF BALL CREEK, 2 MI. N. OF
 TO0940'MYRTLE CREEK, ON A RIDGE BETWEEN BALL AND MYRTLE CREEKS, ON A SHARP
 TO0940'PEAK WITH HIGHER PEAKS TO THE NW. ON THE SAME RIDGE.
 TO0940'
 TO0940'REACHED BY HELICOPTER.
 TO0940'
 TO0940'STATION MARK--A STANDARD TABLET STAMPED---BURTON PK 1964---, SET
 TO0940'IN ROCK FLUSH WITH THE GROUND.
 TO0940'
 TO0940'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 TO0940'1964---, 20.18 FT. FROM STATION MARK, S 22 DEG 19 MIN W.
 TO0940'
 TO0940'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 TO0940'1964---, 55.65 FT. FROM STATION MARK, N 83 DEG 27 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1502 ***********************************************************************
 SV1502  DESIGNATION -  BUS
 SV1502  PID         -  SV1502
 SV1502  STATE/COUNTY-  ID/SHOSHONE
 SV1502  USGS QUAD   -  HUCKLEBERRY MTN (1995)
 SV1502
 SV1502                         *CURRENT SURVEY CONTROL
 SV1502  ___________________________________________________________________
 SV1502* NAD 83(1992)-  47 09 07.00932(N)    116 07 50.36933(W)     ADJUSTED  
 SV1502* NAVD 88     -      1365.3    (meters)    4479.     (feet)  VERTCON   
 SV1502  ___________________________________________________________________
 SV1502  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 SV1502  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SV1502
 SV1502  HORZ ORDER  -  SECOND
 SV1502
 SV1502.The horizontal coordinates were established by classical geodetic methods
 SV1502.and adjusted by the National Geodetic Survey in July 1992..
 SV1502
 SV1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1502
 SV1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1502
 SV1502.The geoid height was determined by GEOID03.
 SV1502
 SV1502;                    North         East     Units Scale Factor Converg.
 SV1502;SPC ID W     -   609,555.454   771,132.785   MT  0.99994357   -0 16 44.7
 SV1502;UTM  11      - 5,222,416.237   565,904.423   MT  0.99965338   +0 38 14.6
 SV1502
 SV1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1502!SPC ID W     -   0.99978862  x   0.99994357  =   0.99973220
 SV1502!UTM  11      -   0.99978862  x   0.99965338  =   0.99944208
 SV1502
 SV1502|---------------------------------------------------------------------|
 SV1502| PID    Reference Object                     Distance      Geod. Az  |
 SV1502|                                                           dddmmss.s |
 SV1502| SV1503 SELL                                 49.668 METERS 05448     |
 SV1502| SV1504 HUCKLEBERRY                         APPROX. 6.0 KM 3412836.5 |
 SV1502|---------------------------------------------------------------------|
 SV1502
 SV1502                          SUPERSEDED SURVEY CONTROL
 SV1502
 SV1502  NAD 83(1986)-  47 09 07.01302(N)    116 07 50.36148(W) AD(       ) 2
 SV1502  NAD 27      -  47 09 07.31992(N)    116 07 46.79230(W) AD(       ) 2
 SV1502  NGVD 29 (07/19/86) 1364.2    (m)         4476.     (f) VERT ANG       
 SV1502
 SV1502.Superseded values are not recommended for survey control.
 SV1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1502.See file dsdata.txt to determine how the superseded data were derived.
 SV1502
 SV1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6590422416(NAD 83)
 SV1502_MARKER: P = PIPE CAP
 SV1502_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1502
 SV1502  HISTORY     - Date     Condition        Report By
 SV1502  HISTORY     - 1967     MONUMENTED       BPA
 SV1502  HISTORY     - 1969     GOOD             USGS
 SV1502
 SV1502                          STATION DESCRIPTION
 SV1502
 SV1502'DESCRIBED BY BONNEVILLE POWER ADMINISTRATION 1967
 SV1502'TO REACH BPA BUS AND SELL FROM THE STEEL ARCH BRIDGE CROSSING
 SV1502'MARBLE CREEK ON THE ST. MARIES-AVERY RD.  (ABOUT 11 MILES EAST
 SV1502'OF CALDER F.S. WORK CENTER) GO SOUTH ON MARBLE CREEK RD.
 SV1502'1.8 MILES TO Y ROAD.  (SIGN--MARBLE CREEK ROAD, 28 ROUNDTOP,
 SV1502'29 CLARKIA) TURN RIGHT AND GO TOWARD CLARKIA 6.4 MILES TO
 SV1502'Y ROAD.  TURN RIGHT AND GO 3.4 MILES TO Y ROAD (SIGN--GROUSE
 SV1502'CREEK TRAIL, HUCKLEBERRY L.O. 5).  TURN LEFT AND GO 1.0 MILE
 SV1502'TO Y ROAD.  TURN LEFT AND GO 0.1 MILE TO Y ROAD.
 SV1502'(SIGN--BUSSEL PEAK L.O. 3) TURN LEFT AND GO 1.0 MILE TO Y
 SV1502'ROAD.  TURN LEFT AND GO 0.6 MILE TO Y ROAD.  TURN RIGHT AND
 SV1502'GO 0.9 MILE TO Y ROAD.  TURN RIGHT AND GO ABOUT 50 FEET TO
 SV1502'Y ROAD.  TURN LEFT, UPHILL, AND GO 0.7 MILE TO STATION
 SV1502'SELL ON RIGHT.
 SV1502'
 SV1502'STATION BUS IS A BRASS CAP ON IRON PIPE PROJECTING ABOUT
 SV1502'0.4 FEET ABOVE GROUND, STAMPED B-HA, F-67, BUS.  STATION
 SV1502'SELL IS A BRASS CAP ON IRON PIPE PROJECTING ABOUT 0.2 FEET
 SV1502'ABOVE GROUND.  STAMPED D-HS, F-67, SELL.
 SV1502
 SV1502                          STATION RECOVERY (1969)
 SV1502
 SV1502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SV1502'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0805 ***********************************************************************
 OY0805  CBN         -  This is a Cooperative Base Network Control Station.
 OY0805  DESIGNATION -  BUSH
 OY0805  PID         -  OY0805
 OY0805  STATE/COUNTY-  ID/BONNEVILLE
 OY0805  USGS QUAD   -  BUTTERFLY BUTTE (1979)
 OY0805
 OY0805                         *CURRENT SURVEY CONTROL
 OY0805  ___________________________________________________________________
 OY0805* NAD 83(1999)-  43 32 23.13719(N)    112 20 15.57863(W)     ADJUSTED  
 OY0805* NAVD 88     -      1560.8    (meters)    5121.     (feet)  GPS OBS   
 OY0805  ___________________________________________________________________
 OY0805  X           -  -1,760,447.288 (meters)                     COMP
 OY0805  Y           -  -4,284,390.398 (meters)                     COMP
 OY0805  Z           -   4,372,231.999 (meters)                     COMP
 OY0805  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 OY0805  ELLIP HEIGHT-        1548.88  (meters)          (04/16/01) GPS OBS
 OY0805  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 OY0805
 OY0805  HORZ ORDER  -  B
 OY0805  ELLP ORDER  -  FOURTH    CLASS II
 OY0805
 OY0805.The horizontal coordinates were established by GPS observations
 OY0805.and adjusted by the National Geodetic Survey in April 2001..
 OY0805.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0805.DATUM ITEM on the data sheet items page.
 OY0805
 OY0805.The orthometric height was determined by GPS observations and a
 OY0805.high-resolution geoid model.
 OY0805
 OY0805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0805
 OY0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0805
 OY0805.The ellipsoidal height was determined by GPS observations
 OY0805.and is referenced to NAD 83.
 OY0805
 OY0805.The geoid height was determined by GEOID03.
 OY0805
 OY0805;                    North         East     Units Scale Factor Converg.
 OY0805;SPC ID E     -   208,075.900   186,180.373   MT  0.99994972   -0 07 04.0
 OY0805;UTM  12      - 4,821,626.214   391,928.190   MT  0.99974366   -0 55 17.6
 OY0805
 OY0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0805!SPC ID E     -   0.99975717  x   0.99994972  =   0.99970691
 OY0805!UTM  12      -   0.99975717  x   0.99974366  =   0.99950090
 OY0805
 OY0805|---------------------------------------------------------------------|
 OY0805| PID    Reference Object                     Distance      Geod. Az  |
 OY0805|                                                           dddmmss.s |
 OY0805| CN4062 BUSH RM 1                            12.332 METERS 00959     |
 OY0805| CN4061 BUSH AZ MK                                         1020416.5 |
 OY0805| CN4063 BUSH RM 2                             9.445 METERS 11237     |
 OY0805| OY0882 TV STATION KID MAST                 APPROX.26.9 KM 2600008.2 |
 OY0805|---------------------------------------------------------------------|
 OY0805
 OY0805                          SUPERSEDED SURVEY CONTROL
 OY0805
 OY0805  NAD 83(1992)-  43 32 23.13644(N)    112 20 15.57717(W) AD(       ) B
 OY0805  ELLIP H (05/15/92) 1548.97   (m)                       GP(       ) 4 2
 OY0805  NAD 83(1986)-  43 32 23.12918(N)    112 20 15.56411(W) AD(       ) 2
 OY0805  NAD 27      -  43 32 23.44900(N)    112 20 12.64900(W) AD(       ) 2
 OY0805  NGVD 29 (05/10/91) 1559.7    (m)         5117.     (f) GPS OBS        
 OY0805
 OY0805.Superseded values are not recommended for survey control.
 OY0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0805.See file dsdata.txt to determine how the superseded data were derived.
 OY0805
 OY0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP9192821626(NAD 83)
 OY0805_MARKER: DS = TRIANGULATION STATION DISK
 OY0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0805_SP_SET: CONCRETE POST
 OY0805_STAMPING: BUSH 1960
 OY0805_MARK LOGO: CGS   
 OY0805_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0805+STABILITY: SURFACE MOTION
 OY0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0805+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 OY0805
 OY0805  HISTORY     - Date     Condition        Report By
 OY0805  HISTORY     - 1960     MONUMENTED       CGS
 OY0805  HISTORY     - 1960     GOOD             CGS
 OY0805  HISTORY     - 19900911 GOOD             NGS
 OY0805  HISTORY     - 20050618 GOOD             DJC
 OY0805
 OY0805                          STATION DESCRIPTION
 OY0805
 OY0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0805'THE STATION IS ON THE SOUTH SIDE OF U.S. HIGHWAY 20 AND ON
 OY0805'THE HIGHEST POINT IN THE VICINITY.  IT IS ABOUT 15-1/2 MILES
 OY0805'WEST AND 3 MILES NORTH OF IDAHO FALLS AND 11 MILES SOUTHEAST
 OY0805'OF THE NORTHWEST CORNER AND 12 MILES NORTHEAST OF THE SOUTHWEST
 OY0805'CORNER OF BONNEVILLE COUNTY.
 OY0805'
 OY0805'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 OY0805'20 AND 26 ABOUT 23 MILES SOUTHEAST OF ARCO, GO EAST ON
 OY0805'HIGHWAY 20 FOR 27.8 MILES TO MILEPOST 314, CONTINUE EAST FOR
 OY0805'0.45 MILE TO A SIDE ROAD RIGHT (CONTINUE EAST FOR 0.25 MILE
 OY0805'TO THE AZIMUTH MARK ON THE RIGHT), TURN RIGHT AROUND THE EAST
 OY0805'END OF A ROW OF ROCKS, TURN RIGHT AND GO WEST FOR 0.05 MILE
 OY0805'TO THE HIGHEST POINT AND THE STATION.
 OY0805'
 OY0805'THE STATION MARKS ARE STANDARD DISKS, STAMPED BUSH 1960.  THE
 OY0805'SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 OY0805'POST PROJECTING 6 INCHES.  IT IS 269 FEET WEST OF THE EAST
 OY0805'END OF THE ROCK ROW, 168 FEET SOUTH OF THE CENTER OF THE
 OY0805'HIGHWAY, 6 FEET NORTH OF A DRIFT FENCE AND 6.7 FEET WEST
 OY0805'OF A METAL, WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 OY0805'AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND
 OY0805'SURFACE.
 OY0805'
 OY0805'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUSH NO 1 1960,
 OY0805'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 OY0805'6 INCHES.  IT IS 269 FEET WEST OF THE EAST END OF THE ROCK
 OY0805'ROW, 208 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 46 FEET
 OY0805'NORTH OF THE DRIFT FENCE.
 OY0805'
 OY0805'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUSH NO 2 1960,
 OY0805'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 OY0805'6 INCHES.  IT IS 300 FEET WEST OF THE EAST END OF THE ROCK
 OY0805'ROW, 173 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT
 OY0805'NORTH OF THE DRIFT FENCE.
 OY0805'
 OY0805'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BUSH 1960,
 OY0805'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2-1/2 X 4 FOOT
 OY0805'BOULDER PROJECTING 1 FOOT.  IT IS 147 FEET SOUTH OF THE CENTER
 OY0805'OF THE HIGHWAY, 19 FEET WEST OF THE CENTER OF A FIELD ROAD
 OY0805'AND 2.6 FEET WEST OF A METAL, WITNESS POST.
 OY0805
 OY0805                          STATION RECOVERY (1960)
 OY0805
 OY0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 OY0805'RECOVERED IN GOOD CONDITION.
 OY0805
 OY0805                          STATION RECOVERY (1990)
 OY0805
 OY0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY0805'THE STATION IS LOCATED ABOUT 24.0 KM (14.91 MI) WEST OF IDAHO FALLS,
 OY0805'0.32 KM (0.20 MI) EAST OF U.S. HIGHWAY 20 MILEPOST 292, 0.29 KM
 OY0805'(0.18 MI) WEST OF U.S. HIGHWAY 20 MILEPOST 293 AT THE SOUTH EDGE OF A
 OY0805'ROW OF ROCKS AT THE TOP OF A HIGHWAY CUT.  OWNERSHIP--IDAHO
 OY0805'DEPARTMENT OF TRANSPORTATION.
 OY0805'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 15
 OY0805'(EXIT 118) AND U.S. HIGHWAY 20 IN IDAHO FALLS, GO WEST ON U.S.
 OY0805'HIGHWAY 20 FOR 22.37 KM (13.90 MI) TO MILEPOST 293 AND A DIRT
 OY0805'CROSSROAD. CONTINUE WEST ON HIGHWAY 20 FOR 1.19 KM (0.74 MI) TO A
 OY0805'HIGHWAY CUT. AT THIS POINT TURN LEFT LEAVING THE HIGHWAY AND GO
 OY0805'WEST-SOUTHWEST CROSS-COUNTRY FOR 0.10 KM (0.06 MI) TO THE STATION ON
 OY0805'THE LEFT.
 OY0805'THE MARK IS SET 80.8 M (265.09 FT) WEST-SOUTHWEST OF THE EAST END OF A
 OY0805'ROW OF LARGE LAVA ROCKS, 51.4 M (168.63 FT) SOUTH OF AND 2.0 M
 OY0805'(6.56 FT) ABOVE THE HIGHWAY CENTERLINE, 14.6 M (47.90 FT) SOUTH OF
 OY0805'THE CENTER OF A ROW OF LARGE LAVA ROCKS, 9.6 M (31.50 FT) NORTH OF
 OY0805'THE NORTH EDGE OF A PLOWED FIELD, 1.9 M (6.23 FT) WEST OF A WITNESS
 OY0805'POST, 1.3 M (4.27 FT) NORTH OF ANOTHER WITNESS POST AND PROJECTS 15
 OY0805'CM ABOVE THE GROUND SURFACE.
 OY0805'DESCRIBED BY K. MCCAULEY
 OY0805
 OY0805                          STATION RECOVERY (2005)
 OY0805
 OY0805'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 OY0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0547 ***********************************************************************
 QZ0547  DESIGNATION -  BUSTER
 QZ0547  PID         -  QZ0547
 QZ0547  STATE/COUNTY-  ID/LEMHI
 QZ0547  USGS QUAD   -  ULYSSES MOUNTAIN (1991)
 QZ0547
 QZ0547                         *CURRENT SURVEY CONTROL
 QZ0547  ___________________________________________________________________
 QZ0547* NAD 83(1992)-  45 23 05.44977(N)    114 04 50.25971(W)     ADJUSTED  
 QZ0547* NAVD 88     -      1485.3    (meters)    4873.     (feet)  VERTCON   
 QZ0547  ___________________________________________________________________
 QZ0547  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 QZ0547  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 QZ0547
 QZ0547  HORZ ORDER  -  THIRD
 QZ0547
 QZ0547.The horizontal coordinates were established by classical geodetic methods
 QZ0547.and adjusted by the National Geodetic Survey in July 1992..
 QZ0547
 QZ0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0547
 QZ0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0547
 QZ0547.The geoid height was determined by GEOID03.
 QZ0547
 QZ0547;                    North         East     Units Scale Factor Converg.
 QZ0547;SPC ID C     -   413,082.464   493,685.795   MT  0.99994786   -0 03 26.6
 QZ0547;UTM  11      - 5,029,849.952   728,544.476   MT  1.00024225   +2 04 44.5
 QZ0547;UTM  12      - 5,030,320.898   258,831.717   MT  1.00031517   -2 11 38.3
 QZ0547
 QZ0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0547!SPC ID C     -   0.99976928  x   0.99994786  =   0.99971715
 QZ0547!UTM  11      -   0.99976928  x   1.00024225  =   1.00001148
 QZ0547!UTM  12      -   0.99976928  x   1.00031517  =   1.00008438
 QZ0547
 QZ0547:                Primary Azimuth Mark                     Grid Az
 QZ0547:SPC ID C     -  BUSTER AZ MK                             114 20 09.4
 QZ0547:UTM  11      -  BUSTER AZ MK                             112 11 58.3
 QZ0547:UTM  12      -  BUSTER AZ MK                             116 28 21.1
 QZ0547
 QZ0547|---------------------------------------------------------------------|
 QZ0547| PID    Reference Object                     Distance      Geod. Az  |
 QZ0547|                                                           dddmmss.s |
 QZ0547| CH6559 BUSTER AZ MK                                       1141642.8 |
 QZ0547| CH6561 BUSTER RM 2                          12.946 METERS 25732     |
 QZ0547| CH6560 BUSTER RM 1                          12.526 METERS 33109     |
 QZ0547|---------------------------------------------------------------------|
 QZ0547
 QZ0547                          SUPERSEDED SURVEY CONTROL
 QZ0547
 QZ0547  NAD 83(1986)-  45 23 05.44799(N)    114 04 50.25100(W) AD(       ) 3
 QZ0547  NAD 27      -  45 23 05.74400(N)    114 04 46.96900(W) AD(       ) 3
 QZ0547  NGVD 29 (07/19/86) 1484.1    (m)         4869.     (f) VERT ANG       
 QZ0547
 QZ0547.Superseded values are not recommended for survey control.
 QZ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0547.See file dsdata.txt to determine how the superseded data were derived.
 QZ0547
 QZ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL2854429850(NAD 83)
 QZ0547_MARKER: Z = SEE DESCRIPTION
 QZ0547_SETTING: 0 = UNSPECIFIED SETTING
 QZ0547
 QZ0547  HISTORY     - Date     Condition        Report By
 QZ0547  HISTORY     - 1945     MONUMENTED       CGS
 QZ0547
 QZ0547                          STATION DESCRIPTION
 QZ0547
 QZ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0547'THE STATION IS LOCATED ABOUT 17.0 MILES NW OF SALMON, 4.25
 QZ0547'MILES WSW OF NORTH FORK, ABOUT 4 MILES AIRLINE ESE OF THE
 QZ0547'INDIANOLA RANGER STATION, AND ABOUT 1 MILE AIRLINE N OF THE
 QZ0547'SALMON RIVER.  IT IS ON THE SIDE OF A STEEP RIDGE, ABOUT
 QZ0547'MIDWAY BETWEEN TWO LARGE PINE TREES IN AN AREA CLEAR OF BRUSH.
 QZ0547'
 QZ0547'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN BEDROCK
 QZ0547'WHICH PROJECTS 6 INCHES AND IS STAMPED BUSTER 1945.
 QZ0547'
 QZ0547'REFERENCE MARK 1 IS N OF THE STATION, SET FLUSH IN A BOLDER
 QZ0547'WHICH PROJECTS 3 FEET, AND IS ABOUT 6 FEET E OF THE RIDGE.
 QZ0547'IT IS A BRONZE REFERENCE DISK.
 QZ0547'
 QZ0547'REFERENCE MARK 2 IS WNW OF THE STATION, SET FLUSH IN A BOULDER
 QZ0547'WHICH PROJECTS 2 FEET, AND IS ABOUT 25 FEET W OF THE RIDGE.
 QZ0547'IT IS A BRONZE REFERENCE DISK.
 QZ0547'
 QZ0547'THE AZIMUTH MARK IS ABOUT 0.5 MILE SE OF THE STATION, 12 PACES
 QZ0547'SSW OF A LONE PINE TREE, ON THE POINT OF THE FIRST RIDGE
 QZ0547'FROM THE ROAD.  THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK
 QZ0547'SET FLUSH IN A BOULDER WHICH PROJECTS 3 FEET.
 QZ0547'
 QZ0547'THE REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 QZ0547'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QZ0547'
 QZ0547'TO REACH STATION FROM THE POST OFFICE AND STORE AT NORTH FORK
 QZ0547'WHICH IS 21.55 MILES N OF SALMON ON U.S. HIGHWAY 93, GO W ON
 QZ0547'MAIN-TRAVELED ROAD ALONG THE N SIDE OF SALMON RIVER FOR 4.6
 QZ0547'MILES TO WAGON ROAD RIGHT WHERE MAIN-TRAVELED ROAD BEARS LEFT.
 QZ0547'TURN RIGHT AND FOLLOW WAGON ROAD FOR 0.05 MILE TO SMALL
 QZ0547'LOG HOUSE.  PASS TO RIGHT OF HOUSE AND CONTINUE AHEAD FOR
 QZ0547'0.05 MILE TO END OF TRUCK TRAVEL AT SMALL TRIPLE BLAZED PINE
 QZ0547'TREE AT MOUTH OF GULCH.  FROM HERE PACK UP NARROW GULCH
 QZ0547'ABOUT 150 YARDS AND THEN CLIMB UP STEEP W SIDE TO TOP OF
 QZ0547'RIDGE AND LONE PINE TREE AND AZIMUTH MARK.  FROM HERE
 QZ0547'CONTINUE N UP RIDGE FOLLOWING ITS CONTOUR TO THE LEFT AND
 QZ0547'THEN RIGHT UP STEEP RIDGE TO LARGE PINE TREE AND STATION
 QZ0547'SITE 85 FEET TO THE N ON RIDGE.
 QZ0547'
 QZ0547'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1232 ***********************************************************************
 RA1232  DESIGNATION -  BUTCHER CR
 RA1232  PID         -  RA1232
 RA1232  STATE/COUNTY-  ID/IDAHO
 RA1232  USGS QUAD   -  GRANGEVILLE EAST (1995)
 RA1232
 RA1232                         *CURRENT SURVEY CONTROL
 RA1232  ___________________________________________________________________
 RA1232* NAD 83(1992)-  45 59 35.12326(N)    116 01 18.07005(W)     ADJUSTED  
 RA1232* NAVD 88     -       967.9    (meters)    3176.     (feet)  VERTCON   
 RA1232  ___________________________________________________________________
 RA1232  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 RA1232  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 RA1232
 RA1232  HORZ ORDER  -  THIRD
 RA1232
 RA1232.The horizontal coordinates were established by classical geodetic methods
 RA1232.and adjusted by the National Geodetic Survey in July 1992..
 RA1232
 RA1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1232
 RA1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1232
 RA1232.The geoid height was determined by GEOID03.
 RA1232
 RA1232;                    North         East     Units Scale Factor Converg.
 RA1232;SPC ID W     -   480,708.163   778,953.083   MT  0.99993878   -0 11 43.5
 RA1232;UTM  11      - 5,093,744.968   575,762.415   MT  0.99967056   +0 42 13.3
 RA1232
 RA1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1232!SPC ID W     -   0.99985087  x   0.99993878  =   0.99978965
 RA1232!UTM  11      -   0.99985087  x   0.99967056  =   0.99952147
 RA1232
 RA1232|---------------------------------------------------------------------|
 RA1232| PID    Reference Object                     Distance      Geod. Az  |
 RA1232|                                                           dddmmss.s |
 RA1232| CH6563 BUTCHER CR RM 2                       8.601 METERS 17916     |
 RA1232| RA1233 MILL                                APPROX. 7.9 KM 2020141.6 |
 RA1232| CH6562 BUTCHER CR RM 1                       8.626 METERS 23517     |
 RA1232|---------------------------------------------------------------------|
 RA1232
 RA1232                          SUPERSEDED SURVEY CONTROL
 RA1232
 RA1232  NAD 83(1986)-  45 59 35.12510(N)    116 01 18.06880(W) AD(       ) 3
 RA1232  NAD 27      -  45 59 35.53909(N)    116 01 14.53713(W) AD(       ) 3
 RA1232  NGVD 29 (07/19/86)  966.8    (m)         3172.     (f) VERT ANG       
 RA1232
 RA1232.Superseded values are not recommended for survey control.
 RA1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1232.See file dsdata.txt to determine how the superseded data were derived.
 RA1232
 RA1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL7576293745(NAD 83)
 RA1232_MARKER: DD = SURVEY DISK
 RA1232_SETTING: 0 = UNSPECIFIED SETTING
 RA1232
 RA1232  HISTORY     - Date     Condition        Report By
 RA1232  HISTORY     - 1961     MONUMENTED       IDDH
 RA1232  HISTORY     - 1962     GOOD             USGS
 RA1232  HISTORY     - 1964     GOOD             USGS
 RA1232  HISTORY     - 1967     GOOD             USGS
 RA1232
 RA1232                          STATION DESCRIPTION
 RA1232
 RA1232'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RA1232'RECOVERED AS DESCRIBED BY IDAHO DEPARTMENT OF HWYS.  TWO RMS SET.
 RA1232'
 RA1232'LOCATED ABOUT 11.5 MI ENE. OF FENN, ABOUT 6.7 MI NE. OF
 RA1232'GRANGEVILLE, ABOUT 0.8 MI W. OF BUTCHER CREEK.  ON HIGHEST PART OF
 RA1232'NORTHEAST TOP OF TWO TOPS.
 RA1232'
 RA1232'TO REACH FROM GRANGEVILLE POST, DRIVE 2.3 MI E. TOWARD ELK CITY
 RA1232'ON STATE HWY. 13 TO GRAVELED RD.  TURN LEFT 3.2 MI N. ON GRAVEL
 RA1232'RD. TO X-RD.  TURN RIGHT 0.5 MI TO T-RD. AND CEMETERY ON LEFT.
 RA1232'TURN LEFT 0.5 MI TO T-RD. E.  TURN RIGHT 1.6 MI TO RD. FORK, TAKE
 RA1232'RIGHT FORK 0.35 MI TO JCT. WITH FIELD RD.  TAKE LEFT FORK FIELD
 RA1232'RD. 0.5 MI NE. THROUGH WIRE GATE TO FIRST TOP (STATION BEEF IS
 RA1232'ON THIS TOP).  DRIVE N. ALONG RIDGE TO HIGHEST TOP AND STATION.
 RA1232'
 RA1232'STATION MARK--IDDH BRASS RIGHT-OF-WAY MARK
 RA1232'STAMPED---BUTCHER CR 1961---, WITH PRINTING PARTLY OBLITERATED.
 RA1232'
 RA1232'RM 1--STANDARD BRONZE RM TABLET SET IN CONCRETE POST.
 RA1232'
 RA1232'RM 2--STANDARD BRONZE RM TABLET SET IN CONCRETE POST.
 RA1232
 RA1232                          STATION RECOVERY (1964)
 RA1232
 RA1232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RA1232'RECOVERED AS DESCRIBED BY USGS AND IDDH.
 RA1232
 RA1232                          STATION RECOVERY (1967)
 RA1232
 RA1232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RA1232'RECOVERED AS DESCRIBED BY USGS AND IDDH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1555 ***********************************************************************
 SV1555  DESIGNATION -  BUTTON
 SV1555  PID         -  SV1555
 SV1555  STATE/COUNTY-  ID/KOOTENAI
 SV1555  USGS QUAD   -  BAYVIEW (1996)
 SV1555
 SV1555                         *CURRENT SURVEY CONTROL
 SV1555  ___________________________________________________________________
 SV1555* NAD 83(1992)-  47 57 04.28824(N)    116 34 26.69040(W)     ADJUSTED  
 SV1555* NAVD 88     -       630.     (meters)    2067.     (feet)  SCALED    
 SV1555  ___________________________________________________________________
 SV1555  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 SV1555  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 SV1555
 SV1555  HORZ ORDER  -  SECOND
 SV1555
 SV1555.The horizontal coordinates were established by classical geodetic methods
 SV1555.and adjusted by the National Geodetic Survey in July 1992..
 SV1555
 SV1555.The orthometric height was scaled from a topographic map.
 SV1555
 SV1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1555
 SV1555.The geoid height was determined by GEOID03.
 SV1555
 SV1555;                    North         East     Units Scale Factor Converg.
 SV1555;SPC ID W     -   698,669.166   738,449.023   MT  0.99997987   -0 36 43.1
 SV1555;UTM  11      - 5,310,963.124   531,801.595   MT  0.99961243   +0 18 58.6
 SV1555
 SV1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1555!SPC ID W     -   0.99990394  x   0.99997987  =   0.99988381
 SV1555!UTM  11      -   0.99990394  x   0.99961243  =   0.99951641
 SV1555
 SV1555|---------------------------------------------------------------------|
 SV1555| PID    Reference Object                     Distance      Geod. Az  |
 SV1555|                                                           dddmmss.s |
 SV1555| CH6564 BUTTON RM 1                          10.035 METERS 07521     |
 SV1555| SV1541 IDLEWILD                            APPROX. 3.0 KM 0780200.0 |
 SV1555| SV1559 BUTTON 2                              4.754 METERS 31812     |
 SV1555|---------------------------------------------------------------------|
 SV1555
 SV1555                          SUPERSEDED SURVEY CONTROL
 SV1555
 SV1555  NAD 83(1986)-  47 57 04.29320(N)    116 34 26.68393(W) AD(       ) 2
 SV1555  NAD 27      -  47 57 04.67932(N)    116 34 22.93276(W) AD(       ) 2
 SV1555
 SV1555.Superseded values are not recommended for survey control.
 SV1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1555.See file dsdata.txt to determine how the superseded data were derived.
 SV1555
 SV1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3180210963(NAD 83)
 SV1555_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1555_SETTING: 80 = SET IN A BOULDER
 SV1555_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SV1555
 SV1555  HISTORY     - Date     Condition        Report By
 SV1555  HISTORY     - 1947     MONUMENTED       CGS
 SV1555  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SV1555  HISTORY     - 1961     SEE DESCRIPTION  USGS
 SV1555  HISTORY     - 1968     GOOD             WAA
 SV1555
 SV1555                          STATION DESCRIPTION
 SV1555
 SV1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 SV1555'THE STATION IS AT SOUTH END OF PEND OREILLE LAKE NEAR WEST END
 SV1555'OF IDLEWILD BAY (ALSO KNOWN AS SOLITAIRE BAY) ON SMALL POINT
 SV1555'JUTTING FROM NORTH SHORE TO FORM ENTRANCE TO SMALLER BAY KNOWN
 SV1555'LOCALLY AS BUTTONHOOK BAY.  THE MARK IS SET IN LARGE GRANITE
 SV1555'BOULDER ON EXTREMITY OF POINT 9 FEET ABOVE MEAN WINTER LAKE LEVEL
 SV1555'AND ABOUT 4 METERS FROM LAKE EDGE.  STATION SHOULD BE
 SV1555'VISITED BY BOAT.
 SV1555'
 SV1555'R.M. NO. 1 IS SET IN LARGE GRANITE BOULDER EAST OF STATION AND
 SV1555'ABOUT 1 FOOT HIGHER.  IT IS ABOUT 1 METER FROM LAKE EDGE.
 SV1555'
 SV1555'R.M. NO. 2 IS SET IN YELLOWISH OUTCROP NORTHERLY FROM STATION
 SV1555'AND ABOUT 5 FEET HIGHER.  IT IS ABOUT 12 METERS FROM LAKE EDGE.
 SV1555
 SV1555                          STATION RECOVERY (1948)
 SV1555
 SV1555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (ERM)
 SV1555'THE STATION WAS RECOVERED IN GOOD CONDITION BUT A NEW STATION
 SV1555'WAS ESTABLISHED BECAUSE THE PROPOSED POWER PROJECT AT ALBENI FALLS
 SV1555'WILL RAISE THE LAKE LEVEL.  THE NEW STATION IS BUTTON 2 1948.
 SV1555'THE REFERENCE MARKS WERE REMOVED.
 SV1555
 SV1555                          STATION RECOVERY (1961)
 SV1555
 SV1555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SV1555'MEASUREMENTS INDICATE STATION IS NOW COVERED BY WATER.  NEW
 SV1555'STATION SET AND CALLED BUTTON 2 IN 1948 BY THE USC AND GS IN
 SV1555'ANTICIPATION OF LAKE LEVEL BEING RAISED.
 SV1555
 SV1555                          STATION RECOVERY (1968)
 SV1555
 SV1555'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1968 (RGM)
 SV1555'STATION AND RM 1 ARE IN GOOD CONDITION.  RM 2 IS CHISELED OUT.  RM 2
 SV1555'IS BUTTON 2 AND HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1559 ***********************************************************************
 SV1559  DESIGNATION -  BUTTON 2
 SV1559  PID         -  SV1559
 SV1559  STATE/COUNTY-  ID/KOOTENAI
 SV1559  USGS QUAD   -  BAYVIEW (1996)
 SV1559
 SV1559                         *CURRENT SURVEY CONTROL
 SV1559  ___________________________________________________________________
 SV1559* NAD 83(1992)-  47 57 04.40299(N)    116 34 26.84314(W)     ADJUSTED  
 SV1559* NAVD 88     -       630.     (meters)    2067.     (feet)  SCALED    
 SV1559  ___________________________________________________________________
 SV1559  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 SV1559  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 SV1559
 SV1559  HORZ ORDER  -  SECOND
 SV1559
 SV1559.The horizontal coordinates were established by classical geodetic methods
 SV1559.and adjusted by the National Geodetic Survey in July 1992..
 SV1559
 SV1559.The orthometric height was scaled from a topographic map.
 SV1559
 SV1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1559
 SV1559.The geoid height was determined by GEOID03.
 SV1559
 SV1559;                    North         East     Units Scale Factor Converg.
 SV1559;SPC ID W     -   698,672.744   738,445.892   MT  0.99997987   -0 36 43.2
 SV1559;UTM  11      - 5,310,966.649   531,798.407   MT  0.99961242   +0 18 58.5
 SV1559
 SV1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1559!SPC ID W     -   0.99990394  x   0.99997987  =   0.99988381
 SV1559!UTM  11      -   0.99990394  x   0.99961242  =   0.99951640
 SV1559
 SV1559|---------------------------------------------------------------------|
 SV1559| PID    Reference Object                     Distance      Geod. Az  |
 SV1559|                                                           dddmmss.s |
 SV1559| CH6566 BUTTON 2 RM 2                         5.718 METERS 04908     |
 SV1559| SV1541 IDLEWILD                            APPROX. 3.0 KM 0780647.3 |
 SV1559| SV1555 BUTTON                                4.754 METERS 13812     |
 SV1559| CH6565 BUTTON 2 RM 1                         7.475 METERS 25626     |
 SV1559|---------------------------------------------------------------------|
 SV1559
 SV1559                          SUPERSEDED SURVEY CONTROL
 SV1559
 SV1559  NAD 83(1986)-  47 57 04.40795(N)    116 34 26.83666(W) AD(       ) 2
 SV1559  NAD 27      -  47 57 04.79403(N)    116 34 23.08554(W) AD(       ) 2
 SV1559
 SV1559.Superseded values are not recommended for survey control.
 SV1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1559.See file dsdata.txt to determine how the superseded data were derived.
 SV1559
 SV1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3179810967(NAD 83)
 SV1559_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1559_SETTING: 66 = SET IN ROCK OUTCROP
 SV1559
 SV1559  HISTORY     - Date     Condition        Report By
 SV1559  HISTORY     - 1948     MONUMENTED       CGS
 SV1559  HISTORY     - 1961     SEE DESCRIPTION  USGS
 SV1559  HISTORY     - 1968     MARK NOT FOUND   WAA
 SV1559  HISTORY     - 1970     MARK NOT FOUND   NGS
 SV1559
 SV1559                          STATION DESCRIPTION
 SV1559
 SV1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 SV1559'THE STATION IS AT THE SOUTH END OF PEND OREILLE LAKE NEAR WEST
 SV1559'END OF IDLEWILD BAY ON SMALL POINT JUTTING FROM NORTH SHORE
 SV1559'TO FORM ENTRANCE TO SMALLER BAY KNOWN LOCALLY AS BUTTONHOOK
 SV1559'BAY.  THE MARK IS SET IN OUTCROP AT EDGE OF BLUFF AND IS 16
 SV1559'FT. ABOVE MEAN WINTER LAKE LEVEL AND ABOUT 10 M. FROM WATERS
 SV1559'EDGE.  THE STATION SHOULD BE VISITED BY BOAT.
 SV1559'
 SV1559'R.M. NO. 1 IS WEST OF STATION IN OUTCROP AND IS 3 FT. HIGHER
 SV1559'THAN STATION.
 SV1559'
 SV1559'R.M. NO. 2 IS NORTHEAST OF STATION IN LARGE BOULDER AND IS
 SV1559'4 FT. HIGHER THAN STATION.
 SV1559'
 SV1559'R.M. NO. 3 IS OLD STATION BUTTON 1947 (NOT REMOVED) AND IS SET IN
 SV1559'BOULDER 7 FT. LOWER THAN STATION.  THIS MARK WILL BE COVERED IF THE
 SV1559'PROPOSED POWER PROJECT AT ALBENI FALLS RAISES THE LAKE LEVEL.
 SV1559
 SV1559                          STATION RECOVERY (1961)
 SV1559
 SV1559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SV1559'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 SV1559
 SV1559                          STATION RECOVERY (1968)
 SV1559
 SV1559'RECOVERY NOTE BY WALKER AND ASSOCIATES INCORPORATED 1968
 SV1559'STATION, RM 1 AND RM 2 ARE GONE, SLIDE OUT OR COVERED.  RM 3 IS IN
 SV1559'GOOD CONDITION.
 SV1559
 SV1559                          STATION RECOVERY (1970)
 SV1559
 SV1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SV1559'A SEARCH WAS MADE ALONG THE POINT WHERE THIS STATION SHOULD BE BUT
 SV1559'NO MARKS WERE FOUND.  ORIGINAL DESCRIPTIONS GIVE BUTTON 2 AS 16 FEET
 SV1559'ABOVE THE WATER AND PICNIC 2 AS 20 FEET ABOVE THE WATER.  PICNIC 2
 SV1559'IS NOW ABOUT 3 FEET ABOVE THE WATER, LEAVING BUTTON 2 ABOUT AT THE
 SV1559'SHORELINE.  THE R.M.S ESTABLISHED FOR BUTTON 2 ARE HIGHER THAN
 SV1559'THE STATION BUT WERE REPORTED GONE PREVIOUSLY AND WERE NOT FOUND
 SV1559'AT THIS TIME.  DESCRIPTION OF BUTTON 2 SAYS R.M. 3 IS BUTTON.
 SV1559'REPORT DATED 1-68 SAYS R.M. 3 IS GOOD.  THE REPORT FOR BUTTON,
 SV1559'WRITTEN 1-68 SAYS R.M. 2 IS BUTTON 2 AND HAS BEEN REMOVED, AND
 SV1559'THAT R.M. 1 IS GOOD.  THE 1948 RECOVERY NOTE FOR BUTTON SAYS THE
 SV1559'REFERENCE MARKS WERE REMOVED.  THE 1-68 REPORT FOR BUTTON
 SV1559'STATES-NO STAMPING ON ANY MARKS.
 SV1559'
 SV1559'MY CONCLUSION IS THAT BUTTON 1947 IS STILL THERE, BUT UNDER WATER,
 SV1559'AT LEAST DURING THE SUMMER MONTHS, AND THERE MUST BE ONE REFERENCE
 SV1559'MARK AROUND THERE SOMEWHERE, BUT IT WAS NOT FOUND AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1195 ***********************************************************************
 PY1195  DESIGNATION -  BUTTON HILL
 PY1195  PID         -  PY1195
 PY1195  STATE/COUNTY-  ID/CLARK
 PY1195  USGS QUAD   -  KILGORE (1972)
 PY1195
 PY1195                         *CURRENT SURVEY CONTROL
 PY1195  ___________________________________________________________________
 PY1195* NAD 83(1992)-  44 26 09.17169(N)    111 54 31.31931(W)     ADJUSTED  
 PY1195* NAVD 88     -      2068.2    (meters)    6785.     (feet)  VERTCON   
 PY1195  ___________________________________________________________________
 PY1195  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 PY1195  GEOID HEIGHT-          -9.73  (meters)                     GEOID03
 PY1195
 PY1195  HORZ ORDER  -  THIRD
 PY1195
 PY1195.The horizontal coordinates were established by classical geodetic methods
 PY1195.and adjusted by the National Geodetic Survey in July 1992..
 PY1195
 PY1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1195
 PY1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1195
 PY1195.The geoid height was determined by GEOID03.
 PY1195
 PY1195;                    North         East     Units Scale Factor Converg.
 PY1195;SPC ID E     -   307,658.590   220,537.384   MT  0.99995255   +0 10 50.2
 PY1195;UTM  12      - 4,920,688.557   427,681.218   MT  0.99966432   -0 38 10.4
 PY1195
 PY1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1195!SPC ID E     -   0.99967735  x   0.99995255  =   0.99962991
 PY1195!UTM  12      -   0.99967735  x   0.99966432  =   0.99934178
 PY1195
 PY1195:                Primary Azimuth Mark                     Grid Az
 PY1195:SPC ID E     -  PASS                                     093 57 30.7
 PY1195:UTM  12      -  PASS                                     094 46 31.3
 PY1195
 PY1195|---------------------------------------------------------------------|
 PY1195| PID    Reference Object                     Distance      Geod. Az  |
 PY1195|                                                           dddmmss.s |
 PY1195| PY1179 PASS                                APPROX.16.3 KM 0940820.9 |
 PY1195|---------------------------------------------------------------------|
 PY1195
 PY1195                          SUPERSEDED SURVEY CONTROL
 PY1195
 PY1195  NAD 83(1986)-  44 26 09.18037(N)    111 54 31.32276(W) AD(       ) 3
 PY1195  NAD 27      -  44 26 09.46663(N)    111 54 28.41900(W) AD(       ) 3
 PY1195  NGVD 29 (07/19/86) 2066.9    (m)         6781.     (f) VERT ANG       
 PY1195
 PY1195.Superseded values are not recommended for survey control.
 PY1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1195.See file dsdata.txt to determine how the superseded data were derived.
 PY1195
 PY1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ2768120689(NAD 83)
 PY1195_MARKER: DD = SURVEY DISK
 PY1195_SETTING: 66 = SET IN ROCK OUTCROP
 PY1195_SP_SET: SET IN ROCK OUTCROP
 PY1195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1195+STABILITY: POSITION/ELEVATION WELL
 PY1195
 PY1195  HISTORY     - Date     Condition        Report By
 PY1195  HISTORY     - 1949     MONUMENTED       USGS
 PY1195
 PY1195                          STATION DESCRIPTION
 PY1195
 PY1195'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 PY1195'LOCATED ABOUT 2 MI. (AIRLINE) N. OF KILGORE, ON A SMALL VERY
 PY1195'PROMINENT HILL SITTING OUT BY ITSELF FROM THE RANGE OF MOUNTAINS.
 PY1195'
 PY1195'TO REACH FROM KILGORE ELEMENTARY SCHOOL, IN KILGORE, PROCEED W. FROM
 PY1195'T-JUNCTION (SCHOOL IS AT SW. CORNER OF JUNCTION) OF PAVED RD. S. AND
 PY1195'GRAVEL RD. W. FOR 0.3 MI. TO A T-RD. N., TURN RIGHT (N.) AND PROCEED
 PY1195'ALONG GRAVEL RD. FOR 2 MI. TO A T-RD. W., TURN LEFT (W.) AND PROCEED
 PY1195'ALONG SECTION LINE RD. FOR 0.5 MI. TO A DRAIN CROSSING AND END OF
 PY1195'TRUCK TRAVEL.  PACK UP CONICAL HILL ON THE N. TO STATION SITE AT
 PY1195'HIGHEST POINT - ABOUT 30 MINUTE HIKE.
 PY1195'
 PY1195'STATION MARK--STANDARD TABLET STAMPED---BUTTON HILL 1949--- CEMENTED
 PY1195'IN ROCK IN PLACE ON HIGHEST POINT OF CONICAL HILL.
 PY1195'
 PY1195'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 PY1195'---BUTTON HILL NO 1 1949--- CEMENTED IN SOLID ROCK OUTCROP, 20.27 FT.
 PY1195'FROM STATION MARK, S 02 DEG 13 MIN E.
 PY1195'
 PY1195'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 PY1195'---BUTTON HILL NO 2 1949--- CEMENTED IN SOLID ROCK OUTCROP, 26.72
 PY1195'FT. FROM STATION MARK, N 86 DEG 34 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0591 ***********************************************************************
 QZ0591  DESIGNATION -  BUTTS
 QZ0591  PID         -  QZ0591
 QZ0591  STATE/COUNTY-  ID/IDAHO
 QZ0591  USGS QUAD   -  BUTTS CREEK POINT (1962)
 QZ0591
 QZ0591                         *CURRENT SURVEY CONTROL
 QZ0591  ___________________________________________________________________
 QZ0591* NAD 83(1992)-  45 21 42.64330(N)    114 44 13.52244(W)     ADJUSTED  
 QZ0591* NAVD 88     -      2389.7    (meters)    7840.     (feet)  VERTCON   
 QZ0591  ___________________________________________________________________
 QZ0591  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 QZ0591  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 QZ0591
 QZ0591  HORZ ORDER  -  SECOND
 QZ0591
 QZ0591.The horizontal coordinates were established by classical geodetic methods
 QZ0591.and adjusted by the National Geodetic Survey in July 1992..
 QZ0591
 QZ0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0591
 QZ0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0591
 QZ0591.The geoid height was determined by GEOID03.
 QZ0591
 QZ0591;                    North         East     Units Scale Factor Converg.
 QZ0591;SPC ID W     -   411,016.421   879,355.162   MT  1.00001073   +0 43 14.8
 QZ0591;SPC ID C     -   410,787.352   442,252.842   MT  0.99998835   -0 31 28.2
 QZ0591;UTM  11      - 5,025,639.055   677,225.286   MT  0.99998619   +1 36 38.2
 QZ0591
 QZ0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0591!SPC ID W     -   0.99962767  x   1.00001073  =   0.99963839
 QZ0591!SPC ID C     -   0.99962767  x   0.99998835  =   0.99961602
 QZ0591!UTM  11      -   0.99962767  x   0.99998619  =   0.99961386
 QZ0591
 QZ0591|---------------------------------------------------------------------|
 QZ0591| PID    Reference Object                     Distance      Geod. Az  |
 QZ0591|                                                           dddmmss.s |
 QZ0591| CH6568 BUTTS RM 1                           10.628 METERS 08528     |
 QZ0591| CH6569 BUTTS RM 2                           15.045 METERS 17119     |
 QZ0591| QZ0590 BUTTS POINT LOH CENTER               37.533 METERS 21323     |
 QZ0591| CH6567 BUTTS AZ MK                                        2732306.8 |
 QZ0591|---------------------------------------------------------------------|
 QZ0591
 QZ0591                          SUPERSEDED SURVEY CONTROL
 QZ0591
 QZ0591  NAD 83(1986)-  45 21 42.64445(N)    114 44 13.51550(W) AD(       ) 2
 QZ0591  NAD 27      -  45 21 42.95400(N)    114 44 10.16900(W) AD(       ) 2
 QZ0591  NGVD 29 (07/19/86) 2388.3    (m)         7836.     (f) VERT ANG       
 QZ0591
 QZ0591.Superseded values are not recommended for survey control.
 QZ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0591.See file dsdata.txt to determine how the superseded data were derived.
 QZ0591
 QZ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL7722525639(NAD 83)
 QZ0591_MARKER: Z = SEE DESCRIPTION
 QZ0591_SETTING: 80 = SET IN A BOULDER
 QZ0591_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QZ0591
 QZ0591  HISTORY     - Date     Condition        Report By
 QZ0591  HISTORY     - 1945     MONUMENTED       CGS
 QZ0591  HISTORY     - 1961     GOOD             USGS
 QZ0591  HISTORY     - 1974     GOOD             USGS
 QZ0591
 QZ0591                          STATION DESCRIPTION
 QZ0591
 QZ0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0591'THE STATION IS IN THE SALMON NATIONAL FOREST, 7 MILES SE
 QZ0591'OF LANTZ BAR, AND 2 MILES S OF THE BRIDGE ACROSS THE SALMON
 QZ0591'RIVER AT HORSE CREEK.  IT IS ON THE SUMMIT OF BUTTS POINT,
 QZ0591'34.55 METERS NE OF THE NE CORNER OF BUTTS POINT LOOKOUT HOUSE,
 QZ0591'AND IS SET IN A 4- BY 5-FOOT BOULDER WHICH PROJECTS ABOUT
 QZ0591'4 FEET.
 QZ0591'
 QZ0591'STATION MARK IS A BRONZE STATION DISK AND IS STAMPED BUTTS 1945.
 QZ0591'
 QZ0591'REFERENCE MARK 1 IS ESE OF THE STATION AND IS IN A 2- BY 4-FOOT
 QZ0591'BOULDER WHICH PROJECTS 16 INCHES.  IT IS A BRONZE REFERENCE DISK
 QZ0591'AND IS STAMPED BUTTS NO 1 1945.
 QZ0591'
 QZ0591'REFERENCE MARK 2 IS S OF THE STATION AND IS IN A 1- BY 2-FOOT
 QZ0591'BOULDER WHICH PROJECTS 6 INCHES.  IT IS A BRONZE REFERENCE
 QZ0591'DISK AND IS STAMPED BUTTS NO 2 1945.
 QZ0591'
 QZ0591'THE AZIMUTH MARK IS ABOUT 1 MILE W OF THE STATION, AT THE NW
 QZ0591'END OF A WOODED RIDGE, AND 50 FEET E OF THE TRAIL TO BUTTS
 QZ0591'POINT.  IT IS A BRONZE AZIMUTH DISK IN BEDROCK WHICH PROJECTS
 QZ0591'ABOUT 1 FOOT.  IT IS STAMPED BUTTS 1945.
 QZ0591'
 QZ0591'TO REACH THE STATION FROM NORTH FORD, GO W ON THE ROAD DOWN
 QZ0591'THE SALMON RIVER FOR 45.5 MILES TO THE END OF THE ROAD.
 QZ0591'CONTINUE W ON THE TRAIL DOWN THE N SIDE OF THE SALMON RIVER
 QZ0591'FOR 4 MILES TO THE HORSE CREEK PACK BRIDGE.  CROSS THE BRIDGE,
 QZ0591'TAKE THE LEFT TRAIL FORK AND GO ABOUT 200 YARDS TO THE SALMON
 QZ0591'RIVER PACK BRIDGE, CROSS THE SALMON RIVER AND FOLLOW THE ONLY
 QZ0591'TRAIL UP THE RIDGE FOR ABOUT 4 HOURS TO A FORK AT A WATER
 QZ0591'TROUGH (THE AZIMUTH MARK IS ON THE LEFT SIDE OF THE TRAIL
 QZ0591'ABOUT 30 MINUTES BEFORE REACHING THIS POINT), TAKE THE LEFT
 QZ0591'FORK AND GO ABOUT 1-1/2 MILES TO THE BUTTS POINT LOOKOUT
 QZ0591'HOUSE AND THE STATION.
 QZ0591
 QZ0591                          STATION RECOVERY (1961)
 QZ0591
 QZ0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QZ0591'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 QZ0591'STATION REACHED BY HELICOPTER.
 QZ0591
 QZ0591                          STATION RECOVERY (1974)
 QZ0591
 QZ0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0591'ALL MARKS IN GOOD CONDITION.  STATION REACHED BY HELICOPTER.
 QZ0591'
 QZ0591'STATION MARK--A BRONZE STATION DISK STAMPED---BUTTS 1945---, SET IN
 QZ0591'A 4 BY 5 FT. BOULDER WHICH PROJECTS ABOUT 4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0590 ***********************************************************************
 QZ0590  DESIGNATION -  BUTTS POINT LOH CENTER
 QZ0590  PID         -  QZ0590
 QZ0590  STATE/COUNTY-  ID/IDAHO
 QZ0590  USGS QUAD   -  BUTTS CREEK POINT (1962)
 QZ0590
 QZ0590                         *CURRENT SURVEY CONTROL
 QZ0590  ___________________________________________________________________
 QZ0590* NAD 83(1992)-  45 21 41.62822(N)    114 44 14.47157(W)     ADJUSTED  
 QZ0590* NAVD 88     -                                                        
 QZ0590  ___________________________________________________________________
 QZ0590  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 QZ0590  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 QZ0590
 QZ0590  HORZ ORDER  -  THIRD
 QZ0590
 QZ0590.The horizontal coordinates were established by classical geodetic methods
 QZ0590.and adjusted by the National Geodetic Survey in July 1992..
 QZ0590
 QZ0590
 QZ0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0590
 QZ0590.The geoid height was determined by GEOID03.
 QZ0590
 QZ0590;                    North         East     Units Scale Factor Converg.
 QZ0590;SPC ID W     -   410,984.826   879,334.901   MT  1.00001069   +0 43 14.1
 QZ0590;SPC ID C     -   410,756.206   442,231.900   MT  0.99998838   -0 31 28.9
 QZ0590;UTM  11      - 5,025,607.150   677,205.519   MT  0.99998610   +1 36 37.5
 QZ0590
 QZ0590                          SUPERSEDED SURVEY CONTROL
 QZ0590
 QZ0590  NAD 83(1986)-  45 21 41.62937(N)    114 44 14.46462(W) AD(       ) 4
 QZ0590  NAD 27      -  45 21 41.93800(N)    114 44 11.11900(W) AD(       ) 3
 QZ0590
 QZ0590.Superseded values are not recommended for survey control.
 QZ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0590.See file dsdata.txt to determine how the superseded data were derived.
 QZ0590
 QZ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL7720625607(NAD 83)
 QZ0590
 QZ0590  HISTORY     - Date     Condition        Report By
 QZ0590  HISTORY     - 1945     MONUMENTED       CGS
 QZ0590
 QZ0590                          STATION DESCRIPTION
 QZ0590
 QZ0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0590'THE STATION IS IN THE SALMON NATIONAL FOREST 7 MILES SE OF
 QZ0590'LANTZ BAR, 2 MILES S OF THE BRIDGE ACROSS THE SALMON RIVER
 QZ0590'AT HORSE CREEK, AND AT THE N END OF A HIGH RIDGE KNOWN AS
 QZ0590'BUTTS POINT.  IT IS A TWO-STORY SQUARE FRAME LOOKOUT HOUSE,
 QZ0590'IS PAINTED WHITE, AND HAS A PYRAMIDAL ROOF.  IT WAS LOCATED BY
 QZ0590'TRAVERSE FROM STATION BUTTS.
 QZ0590'
 QZ0590'THE POINT LOCATED WAS THE COMPUTED CENTER OF THE LOOKOUT
 QZ0590'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0909 ***********************************************************************
 TO0909  DESIGNATION -  BUZZARD LOOKOUT
 TO0909  PID         -  TO0909
 TO0909  STATE/COUNTY-  ID/BOUNDARY
 TO0909  USGS QUAD   -  EASTPORT (1996)
 TO0909
 TO0909                         *CURRENT SURVEY CONTROL
 TO0909  ___________________________________________________________________
 TO0909* NAD 83(1992)-  48 53 27.03943(N)    116 13 55.95037(W)     ADJUSTED  
 TO0909* NAVD 88     -      1817.     (meters)    5961.     (feet)  SCALED    
 TO0909  ___________________________________________________________________
 TO0909  LAPLACE CORR-           9.84  (seconds)                    DEFLEC99
 TO0909  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 TO0909
 TO0909  HORZ ORDER  -  THIRD
 TO0909
 TO0909.The horizontal coordinates were established by classical geodetic methods
 TO0909.and adjusted by the National Geodetic Survey in July 1992..
 TO0909
 TO0909.The orthometric height was scaled from a topographic map.
 TO0909
 TO0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0909
 TO0909.The geoid height was determined by GEOID03.
 TO0909
 TO0909;                    North         East     Units Scale Factor Converg.
 TO0909;SPC ID W     -   802,933.624   764,641.317   MT  0.99994869   -0 21 48.0
 TO0909;SPC MT       -   536,930.777   106,956.495   MT  0.99993469   -4 55 28.7
 TO0909;SPC MT       - 1,761,583.91    350,907.14   iFT  0.99993469   -4 55 28.7
 TO0909;UTM  11      - 5,415,605.706   556,280.605   MT  0.99963891   +0 34 42.7
 TO0909
 TO0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0909!SPC ID W     -   0.99971776  x   0.99994869  =   0.99966647
 TO0909!SPC MT       -   0.99971776  x   0.99993469  =   0.99965247
 TO0909!UTM  11      -   0.99971776  x   0.99963891  =   0.99935677
 TO0909
 TO0909                          SUPERSEDED SURVEY CONTROL
 TO0909
 TO0909  NAD 83(1986)-  48 53 27.05367(N)    116 13 55.94465(W) AD(       ) 4
 TO0909  NAD 27      -  48 53 27.24227(N)    116 13 52.22448(W) AD(       ) 3
 TO0909
 TO0909.Superseded values are not recommended for survey control.
 TO0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0909.See file dsdata.txt to determine how the superseded data were derived.
 TO0909
 TO0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ5628115606(NAD 83)
 TO0909
 TO0909  HISTORY     - Date     Condition        Report By
 TO0909  HISTORY     - 1936     MONUMENTED       CGS
 TO0909  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO0909
 TO0909                          STATION DESCRIPTION
 TO0909
 TO0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO0909'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0910 ***********************************************************************
 TO0910  CBN         -  This is a Cooperative Base Network Control Station.
 TO0910  DESIGNATION -  BUZZARD RESET
 TO0910  PID         -  TO0910
 TO0910  STATE/COUNTY-  ID/BOUNDARY
 TO0910  USGS QUAD   -  EASTPORT (1996)
 TO0910
 TO0910                         *CURRENT SURVEY CONTROL
 TO0910  ___________________________________________________________________
 TO0910* NAD 83(1999)-  48 53 26.86396(N)    116 13 55.84119(W)     ADJUSTED  
 TO0910* NAVD 88     -      1820.0    (meters)    5971.     (feet)  GPS OBS   
 TO0910  ___________________________________________________________________
 TO0910  X           -  -1,857,669.147 (meters)                     COMP
 TO0910  Y           -  -3,769,936.096 (meters)                     COMP
 TO0910  Z           -   4,783,941.938 (meters)                     COMP
 TO0910  LAPLACE CORR-           9.85  (seconds)                    DEFLEC99
 TO0910  ELLIP HEIGHT-        1804.24  (meters)          (04/16/01) GPS OBS
 TO0910  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 TO0910
 TO0910  HORZ ORDER  -  B
 TO0910  ELLP ORDER  -  FOURTH    CLASS II
 TO0910
 TO0910.The horizontal coordinates were established by GPS observations
 TO0910.and adjusted by the National Geodetic Survey in April 2001..
 TO0910.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TO0910.DATUM ITEM on the data sheet items page.
 TO0910
 TO0910.The orthometric height was determined by GPS observations and a
 TO0910.high-resolution geoid model.
 TO0910
 TO0910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TO0910
 TO0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0910
 TO0910.The ellipsoidal height was determined by GPS observations
 TO0910.and is referenced to NAD 83.
 TO0910
 TO0910.The geoid height was determined by GEOID03.
 TO0910
 TO0910;                    North         East     Units Scale Factor Converg.
 TO0910;SPC ID W     -   802,928.190   764,643.507   MT  0.99994869   -0 21 47.9
 TO0910;SPC MT       -   536,925.186   106,958.246   MT  0.99993466   -4 55 28.6
 TO0910;SPC MT       - 1,761,565.57    350,912.88   iFT  0.99993466   -4 55 28.6
 TO0910;UTM  11      - 5,415,600.311   556,282.883   MT  0.99963892   +0 34 42.7
 TO0910
 TO0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0910!SPC ID W     -   0.99971733  x   0.99994869  =   0.99966603
 TO0910!SPC MT       -   0.99971733  x   0.99993466  =   0.99965201
 TO0910!UTM  11      -   0.99971733  x   0.99963892  =   0.99935635
 TO0910
 TO0910|---------------------------------------------------------------------|
 TO0910| PID    Reference Object                     Distance      Geod. Az  |
 TO0910|                                                           dddmmss.s |
 TO0910| CH6573 BUZZARD RM N                          7.680 METERS 01420     |
 TO0910| TO0898 COPPER MOUNTAIN LOOKOUT             APPROX.13.4 KM 0464818.0 |
 TO0910| TO0896 RUBY MOUNTAIN LOOKOUT               APPROX. 9.6 KM 0695741.2 |
 TO0910| TN0959 ROCK CANDY MTN LOOKOUT TOWER        APPROX.20.6 KM 0874735.8 |
 TO0910| TO0902 KENO MOUNTAIN HIGH PART             APPROX.15.5 KM 1121252.2 |
 TO0910| TN0953 RED TOP LOOKOUT                     APPROX.24.6 KM 1300716.6 |
 TO0910| TO0903 GOAT MOUNTAIN LOOKOUT               APPROX.17.8 KM 1343926.5 |
 TO0910| TO0908 QUEEN MOUNTAIN LOOKOUT              APPROX. 1.9 KM 1382144.8 |
 TO0910| CH6572 BUZZARD RM SE                                      14241     |
 TO0910| CH6574 BUZZARD RM SE                        10.286 METERS 14242     |
 TO0910| TO0915 IRON MOUNTAIN LOOKOUT               APPROX.36.2 KM 1764247.3 |
 TO0910| CH6571 BUZZARD AZ MK                                      1792323.1 |
 TO0910| TO0906 WALL PEAK LOOKOUT                   APPROX. 6.4 KM 1815333.5 |
 TO0910| TO0938 BURTON LOOKOUT                      APPROX.24.8 KM 2321440.0 |
 TO0910| TO1102 SQUAWMAN LOOKOUT HOUSE              APPROX.40.1 KM 2413046.4 |
 TO0910| TO1089 FISHER PEAK LOOKOUT                 APPROX.22.5 KM 2631610.7 |
 TO0910| TO1085 SMITH LOOKOUT TOWER                 APPROX.27.1 KM 2774429.9 |
 TO0910| TO0932 HALL MOUNTAIN LOOKOUT TOWER         APPROX.12.4 KM 3095938.6 |
 TO0910| TO0909 BUZZARD LOOKOUT                       5.875 METERS 33801     |
 TO0910|---------------------------------------------------------------------|
 TO0910
 TO0910                          SUPERSEDED SURVEY CONTROL
 TO0910
 TO0910  NAD 83(1992)-  48 53 26.86308(N)    116 13 55.84239(W) AD(       ) B
 TO0910  ELLIP H (05/15/92) 1804.33   (m)                       GP(       ) 4 2
 TO0910  NAD 83(1986)-  48 53 26.87732(N)    116 13 55.83667(W) AD(       ) 1
 TO0910  NAD 27      -  48 53 27.06982(N)    116 13 52.11891(W) AD(       ) 1
 TO0910  NGVD 29 (06/11/92) 1818.7    (m)         5967.     (f) GPS OBS        
 TO0910
 TO0910.Superseded values are not recommended for survey control.
 TO0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0910.See file dsdata.txt to determine how the superseded data were derived.
 TO0910
 TO0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ5628315600(NAD 83)
 TO0910_MARKER: DH = HORIZONTAL CONTROL DISK
 TO0910_SETTING: 66 = SET IN ROCK OUTCROP
 TO0910_SP_SET: IN A DRILL HOLE IN BEDROCK
 TO0910_STAMPING: BUZZARD MT 1936 1991
 TO0910_MARK LOGO: NGS   
 TO0910_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO0910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0910+STABILITY: POSITION/ELEVATION WELL
 TO0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0910+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 TO0910
 TO0910  HISTORY     - Date     Condition        Report By
 TO0910  HISTORY     - 1936     MONUMENTED       CGS
 TO0910  HISTORY     - 1936     GOOD             CGS
 TO0910  HISTORY     - 1964     GOOD             CGS
 TO0910  HISTORY     - 1964     GOOD             USGS
 TO0910  HISTORY     - 19910912 GOOD             NGS
 TO0910  HISTORY     - 19960812 GOOD             NGS
 TO0910  HISTORY     - 20050807 GOOD             DJC
 TO0910
 TO0910                          STATION DESCRIPTION
 TO0910
 TO0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (LCJ)
 TO0910'ABOUT 1-1/2 MILES NORTHWEST OF QUEEN MT., AND ABOUT 3 MILES
 TO0910'WEST-NORTHWEST OF THE SNYDER RANGER STATION, BOTH DISTANCES
 TO0910'AIR LINE, AND ON THE EASTERN AND SMALLER TOPPED OF TWO HILLS
 TO0910'WITH APPROXIMATELY THE SAME ELEVATION.
 TO0910'
 TO0910'TO REACH FROM BONNERS FERRY, IDAHO, GO NORTH ON U.S. HIGHWAY
 TO0910'95 FOR 3.0 MILES, TURN RIGHT ON U.S. HIGHWAY 2, GO 2.0 MILES,
 TO0910'TAKE LEFT FORK ON THE ROAD TO CRANBROOK, GO 10.5 MILES AND
 TO0910'PASS THROUGH THE HAMLET OF MEADOW CREEK, CONTINUE FOR 0.5
 TO0910'MILE, KEEP STRAIGHT AHEAD ON MAIN TRAVELED ROAD, GO 5.5 MILES
 TO0910'AND PASS BY THE ENTRANCE TO SNYDER RANGER STATION, KEEPING
 TO0910'STRAIGHT AHEAD FOR 1.6 MILES, TURN LEFT AT SIGN FAWN LAKE FUR
 TO0910'FARM, GO 0.3 MILE AND TURN RIGHT, GO 0.2 MILE, TURN LEFT, GO
 TO0910'0.1 MILE TO END OF TRUCK TRAVEL AND FOOT OF TRAIL, FOLLOW
 TO0910'U.S.  FOREST SERVICE TRAIL 32 TO THE STATION WHICH IS AT A
 TO0910'30-FOOT TOWER MAINTAINED BY THE U.S. FOREST SERVICE.  A
 TO0910'PACK OF ABOUT THREE HOURS, STOCK CAN BE TAKEN ALL THE WAY.
 TO0910'
 TO0910'SURFACE MARK IS A STANDARD BRONZE DISK SET IN OUTCROPPING
 TO0910'BEDROCK, AS DESCRIBED.
 TO0910'
 TO0910'ONE REFERENCE MARK IS NORTH OF STATION IN THE NORTHEAST
 TO0910'CONCRETE PIER OF THE FOREST SERVICE TOWER, THE
 TO0910'OTHER IS SOUTHEAST OF STATION IN ROCK OUTCROP.
 TO0910
 TO0910                          STATION RECOVERY (1936)
 TO0910
 TO0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 TO0910'RECOVERED IN GOOD CONDITION.
 TO0910
 TO0910                          STATION RECOVERY (1964)
 TO0910
 TO0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO0910'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 TO0910'THE FOREST SERVICE LOOKOUT TOWER HAS BEEN DESTROYED.  THE
 TO0910'1936 DESCRIPTION IS OBSOLETE.  A COMPLETE DESCRIPTION FOLLOWS.
 TO0910'
 TO0910'STATION IS LOCATED IN THE KANIKSU NATIONAL FOREST, AIRLINE,
 TO0910'ABOUT 14-1/2 MILES NORTH NORTHEAST OF BONNERS FERRY, 7-1/2
 TO0910'MILES SOUTH OF THE CANADIAN BORDER, 6 MILES EAST OF THE
 TO0910'JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 1, 1-1/4 MILES
 TO0910'NORTHWEST OF QUEEN MOUNTAIN AND ON THE SUMMIT OF BUSSARD
 TO0910'MOUNTAIN.
 TO0910'
 TO0910'TO REACH THE STATION FROM THE KOOTENAI RIVER BRIDGE IN BONNERS
 TO0910'FERRY, GO NORTH ON U.S. HIGHWAY 2 AND 95 FOR 2.7 MILES TO
 TO0910'JUNCTION OF HIGHWAYS.  CONTINUE NORTH ON U.S. HIGHWAY 95 FOR
 TO0910'4.1 MILES TO A RIGHT FORK, GRAVELED, AND A SIGN CAMP NINE
 TO0910'RD.  TAKE RIGHT FORK AND GO NORTHERLY FOR 2.4 MILES TO A FORK.
 TO0910'TAKE RIGHT FORK, MAIN ROAD, AND GO 1.4 MILES TO A FORK AND SIGN
 TO0910'CROCKER GUILES ROAD.  TAKE RIGHT FORK AND GO 1.2 MILES TO A
 TO0910'FORK.  TAKE LEFT FORK AND GO 0.55 MILE TO A FORK AND SIGN
 TO0910'QUEEN MT. TRAIL NO 32.  TAKE RIGHT FORK AND GO 0.55 MILE TO
 TO0910'A FORK AND SIGN BUSSARD RIDGE.  CONTINUE ON MAIN ROAD, AS
 TO0910'PER SIGN, FOR 0.15 MILE TO A BEAVER DAM ON THE LEFT.
 TO0910'CONTINUE ON ROUGH TRACK ROAD FOR 0.5 MILE TO A DIM FORK.
 TO0910'TAKE LEFT FORK, MAIN ROAD, FOR 3.25 MILES TO A WITNESS
 TO0910'POST AND AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.4 MILE
 TO0910'TO A SIGN QUEEN MT. TRAIL NO 32 NEAR THE TOP OF RIDGE.
 TO0910'CONTINUE ALONG TOP OF RIDGE ON MAIN ROAD FOR 0.5 MILE TO
 TO0910'A SIGN ON LEFT 225, AT POINT WHERE MAIN ROAD TURNS RIGHT
 TO0910'AND A DIM TRAIL ROAD TURNS LEFT.  TURN LEFT ON TRAIL ROAD
 TO0910'AND GO 0.05 MILE TO A FORK IN THE TRAIL.  TAKE LEFT FORK
 TO0910'AND GO 0.1 MILE TO HIGHEST PART OF HILL AND STATION.
 TO0910'NOTE--IN WET WEATHER A FOUR WHEEL DRIVE VEHICLE IS
 TO0910'SUGGESTED.
 TO0910'
 TO0910'STATION MARK IS A STANDARD DISK, STAMPED BUZZARD MT 1936,
 TO0910'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AT THE SOUTH
 TO0910'EDGE OF THE CREST OF THE MOUNTAIN AND 3 FEET LOWER THAN THE
 TO0910'HIGHEST POINT.  IT IS 27.9 FEET SOUTH OF A TELEPHONE POLE
 TO0910'IN A 6 FOOT ROCK CRIB, 23.0 FEET EAST OF CENTER OF SOUTHWEST
 TO0910'CONCRETE PIER OF LOOKOUT TOWER FOUNDATION, 5.9 FEET SOUTH OF
 TO0910'CENTER OF SOUTHEAST PIER AND 5.2 FEET EAST OF METAL WITNESS
 TO0910'POST.
 TO0910'
 TO0910'REFERENCE MARK, NORTH, IS A STANDARD DISK, STAMPED BUZZARD
 TO0910'MT 1936, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER
 TO0910'OF THE NORTHEAST CONCRETE PIER WHICH PROJECTS 6 INCHES AND IS ABOUT
 TO0910'1 FOOT HIGHER THAN THE STATION.  IT IS 6.8 FEET WEST OF THE
 TO0910'TELEPHONE POLE.
 TO0910'
 TO0910'REFERENCE MARK, SOUTHEAST, IS A STANDARD DISK, STAMPED BUZZARD
 TO0910'MT 1936, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 TO0910'PROJECTING 1 INCH AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 TO0910'IT IS 52.3 FEET SOUTH OF THE TELEPHONE POLE AND 38.8 FEET
 TO0910'SOUTHEAST OF THE CENTER OF THE SOUTHEAST PIER.
 TO0910'
 TO0910'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUZZARD MT 1964,
 TO0910'CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT BOULDER THAT PROJECTS
 TO0910'2 FEET ON THE SOUTH SIDE AND 3 FEET ON THE NORTH SIDE.  IT
 TO0910'IS 40 FEET NORTHWEST OF THE CENTER OF U CURVE IN THE ROAD,
 TO0910'7 FEET WEST OF CENTERLINE OF ROAD, 3.5 FEET EAST OF CLUSTER
 TO0910'OF 3-4 INCH PINE TREES AND 3 FEET NORTHWEST OF A METAL WITNESS
 TO0910'POST.
 TO0910
 TO0910                          STATION RECOVERY (1964)
 TO0910
 TO0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0910'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND
 TO0910'95, 3 MI. N. OF BONNERS FERRY, DRIVE N. ON U.S. HIGHWAY 95 FOR 4.1 MI.
 TO0910'AND Y-RD., TAKE RIGHT FORK, CAMP NINE RD., FOR 3.8 MI. TO Y-RD., TAKE
 TO0910'RIGHT FORK FOR 1.3 MI. TO Y-RD., TAKE LEFT FORK FOR 0.1 MI. TO Y-RD.,
 TO0910'TAKE LEFT FORK FOR 0.3 MI. TO Y-RD., TAKE RIGHT FORK FOR 0.1 MI. TO
 TO0910'Y-RD., TAKE RIGHT FORK FOR 0.4 MI. TO Y-RD., TAKE LEFT FORK FOR 0.2
 TO0910'MI. TO Y-RD., TAKE RIGHT FORK FOR 0.6 MI. TO Y-RD., TAKE LEFT FORK FOR
 TO0910'1.9 MI. TO Y-RD., TAKE LEFT FORK FOR 2 MI., AND STATION ON LEFT.
 TO0910'ABOUT A 5 MINUTE PACK.
 TO0910'
 TO0910'STATION MARK--A STANDARD DISK STAMPED---BUZZARD MT 1936---, CEMENTED
 TO0910'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 TO0910'
 TO0910'NOTE--USFS LOOKOUT TOWER --BUZZARD-- HAS BEEN DESTROYED.
 TO0910
 TO0910                          STATION RECOVERY (1991)
 TO0910
 TO0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TO0910'THE STATION IS LOCATED ABOUT 18 KM (11.2 MI) SOUTHWEST OF PORT HILL,
 TO0910'17 KM (10.6 MI) NORTHEAST OF BONNERS FERRY, 10 KM (6.2 MI) SOUTHWEST
 TO0910'OF EASTPORT AND ON TOP OF WHAT IS KNOWN AS BUZZARD MOUNTAIN.
 TO0910'OWNERSHIP--U.S. FOREST SERVICE, KANIKSU NATIONAL FOREST.
 TO0910'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE
 TO0910'HIGHWAY 1, ABOUT 25 KM (15.5 MI) NORTH OF BONNERS FERRY, GO NORTHWEST
 TO0910'ON HIGHWAY 95 FOR 2.09 KM (1.30 MI) TO A GRAVEL ROAD RIGHT (FOREST
 TO0910'ROAD 1004, ALSO KNOWN AS BRUSH LAKE ROAD).  TURN RIGHT ON ROAD 1004
 TO0910'AND GO SOUTHEAST FOR 0.86 KM (0.53 MI) TO A ROAD ON THE LEFT.  TURN
 TO0910'LEFT AND GO NORTHERLY ON FOREST ROAD 397 FOR 1.80 KM (1.12 MI) TO A
 TO0910'FORK.  BEAR LEFT ON FOREST ROAD 2484 AND CONTINUE NORTHERLY FOR 5.26
 TO0910'KM (3.27 MI) TO A FORK AND FOREST ROAD 46 ON THE LEFT.  BEAR RIGHT
 TO0910'AND GO 3.68 KM (2.29 MI) TO A SIDE ROAD ON THE RIGHT.  CONTINUE
 TO0910'STRAIGHT AHEAD FOR 1.29 KM (0.80 MI) TO A FORK.  BEAR RIGHT AND
 TO0910'CONTINUE UPHILL FOR 4.44 KM (2.76 MI) TO A SMALL CLEARING AND A
 TO0910'LANDING FOR LOGGING OPERATIONS AND A FORK.  TAKE THE RIGHT FORK
 TO0910'UPHILL AND CONTINUE FOR 3.05 KM (1.90 MI) TO A DIM FORK ON THE RIGHT
 TO0910'AND A SMALL CAMPGROUND AREA.  BEAR RIGHT ON FOREST ROAD 32 AND GO
 TO0910'UPHILL FOR 0.78 KM (0.48 MI) TO A FORK.  BEAR RIGHT AND GO 55 M
 TO0910'(180.4 FT) TO A DIM FORK.  BEAR LEFT AND GO 0.23 KM (0.14 MI) TO THE
 TO0910'TOP OF A HILL WITH A SMALL WHITE CINDERBLOCK BUILDING AND THE STATION
 TO0910'ON THE LEFT.
 TO0910'THE STATION IS ON THE SOUTH SIDE OF A HILL ABOUT 3 FEET (0.9 MT) LOWER
 TO0910'THAN THE HIGHEST POINT.  LOCATED 4.3 M (14.1 FT) SOUTHEAST OF THE
 TO0910'SOUTHEAST CORNER OF A WHITE CINDERBLOCK BUILDING AND 1.2 M (3.9 FT)
 TO0910'NORTH OF A METAL WITNESS POST.
 TO0910
 TO0910                          STATION RECOVERY (1996)
 TO0910
 TO0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 TO0910'RECOVERED AS DESCRIBED BY R.J.  HALL.
 TO0910
 TO0910                          STATION RECOVERY (2005)
 TO0910
 TO0910'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 TO0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5200 ***********************************************************************
 AC5200  CBN         -  This is a Cooperative Base Network Control Station.
 AC5200  PACS        -  This is a Primary Airport Control Station.
 AC5200  DESIGNATION -  BYI A
 AC5200  PID         -  AC5200
 AC5200  STATE/COUNTY-  ID/CASSIA
 AC5200  USGS QUAD   -  BURLEY SE (1978)
 AC5200
 AC5200                         *CURRENT SURVEY CONTROL
 AC5200  ___________________________________________________________________
 AC5200* NAD 83(1999)-  42 32 34.57568(N)    113 46 05.41963(W)     ADJUSTED  
 AC5200* NAVD 88     -      1263.02   (meters)    4143.8    (feet)  GPS OBS   
 AC5200  ___________________________________________________________________
 AC5200  X           -  -1,897,237.154 (meters)                     COMP
 AC5200  Y           -  -4,308,092.380 (meters)                     COMP
 AC5200  Z           -   4,291,074.225 (meters)                     COMP
 AC5200  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AC5200  ELLIP HEIGHT-        1248.46  (meters)          (04/16/01) GPS OBS
 AC5200  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 AC5200
 AC5200  HORZ ORDER  -  B
 AC5200  ELLP ORDER  -  FOURTH    CLASS II
 AC5200
 AC5200.This mark is at Burley Municipal Airport (BYI)
 AC5200
 AC5200.The horizontal coordinates were established by GPS observations
 AC5200.and adjusted by the National Geodetic Survey in April 2001..
 AC5200.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5200.DATUM ITEM on the data sheet items page.
 AC5200
 AC5200.The orthometric height was determined by GPS observations and a
 AC5200.high-resolution geoid model.
 AC5200
 AC5200.GPS derived orthometric heights for airport stations designated as
 AC5200.PACS or SACS are published to 2 decimal places.  This maintains
 AC5200.centimeter relative accuracy between the PACS and SACS.  It does
 AC5200.not indicate centimeter accuracy relative to other marks which are
 AC5200.part of the NAVD 88 network.
 AC5200
 AC5200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5200
 AC5200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5200
 AC5200.The ellipsoidal height was determined by GPS observations
 AC5200.and is referenced to NAD 83.
 AC5200
 AC5200.The geoid height was determined by GEOID03.
 AC5200
 AC5200;                    North         East     Units Scale Factor Converg.
 AC5200;SPC ID C     -    97,353.010   519,041.982   MT  0.99995183   +0 09 24.3
 AC5200;UTM  12      - 4,713,774.987   272,697.967   MT  1.00023571   -1 52 20.9
 AC5200
 AC5200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5200!SPC ID C     -   0.99980424  x   0.99995183  =   0.99975608
 AC5200!UTM  12      -   0.99980424  x   1.00023571  =   1.00003990
 AC5200
 AC5200                          SUPERSEDED SURVEY CONTROL
 AC5200
 AC5200  NAD 83(1992)-  42 32 34.57474(N)    113 46 05.41750(W) AD(       ) B
 AC5200  ELLIP H (01/22/97) 1248.54   (m)                       GP(       ) 4 1
 AC5200
 AC5200.Superseded values are not recommended for survey control.
 AC5200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5200.See file dsdata.txt to determine how the superseded data were derived.
 AC5200
 AC5200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7269813775(NAD 83)
 AC5200_MARKER: I = METAL ROD
 AC5200_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5200_STAMPING: BYI A 1996
 AC5200_MARK LOGO: NGS   
 AC5200_PROJECTION: RECESSED 5 CENTIMETERS
 AC5200_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5200+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC5200_ROD/PIPE-DEPTH: 31.2 meters
 AC5200_SLEEVE-DEPTH  : 0.9 meters
 AC5200
 AC5200  HISTORY     - Date     Condition        Report By
 AC5200  HISTORY     - 1996     MONUMENTED       NGS
 AC5200
 AC5200                          STATION DESCRIPTION
 AC5200
 AC5200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 AC5200'THE STATION IS 1.2 MI (1.9 KM) EAST OF BURLEY AT THE BURLEY MUNICIPAL
 AC5200'AIRPORT BETWEEN RUNWAY 2/20 AND TAXIWAY A.  OWNERSHIP--CITY OF
 AC5200'BURLEY--P.O.  BOX 1090, BURLEY, ID 83318.  THE AIRPORT MANAGER IS GLEN
 AC5200'HALL, PHONE 208-678-3757.  NOTE--PERMISSION MUST BE OBTAINED BEFORE
 AC5200'ENTERING AIRPORT.  TO REACHTHE STATION FROM THE JUNCTION OF INTERSTATE
 AC5200'HIGHWAY 84 AND STATE HIGHWAY 27, GO SOUTH ON STATE HIGHWAY 27 FOR 2.1
 AC5200'MI (3.4 KM) TO THE JUNCTION OF STATE HIGHWAY 30.  TURN LEFT, EAST, AND
 AC5200'GO 1.2 MI (1.9 KM) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT, NORTH, AND
 AC5200'GO 0.1 MI (0.2 KM) TO A BRICK HANGAR AND GATE ON THE LEFT JUST PAST
 AC5200'THE AIRPORT BEACON.  TURN LEFT, NORTHWEST, AND GO THROUGH THE GATE.
 AC5200'CONTINUE NORTHWEST ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO TAXIWAY B.
 AC5200'CONTINUE AHEAD 0.05 MI (0.08 KM) TO TAXIWAY A ON THE RIGHT.  TURN
 AC5200'RIGHT, NORTHEAST, ON TAXIWAY A AND GO 0.2 MI (0.3 KM) TO THE STATION
 AC5200'ON THE LEFT.  THE STATION IS 27.2 M (89.2 FT) EAST-SOUTHEAST OF THE
 AC5200'CENTERLINE OF RUNWAY 2-20, 18.6 M (61.0 FT) WEST-NORTHWEST OF THE
 AC5200'CENTERLINE OF TAXIWAY A, 12.3 M (40.4 FT) WEST OF A TAXIWAY LIGHT AND
 AC5200'0.5 M (1.6 FT) NORTHEAST OF A FIBREGLASS WITNESS POST.  THE STATION IS
 AC5200'A 9/16 INCH STAINLESS STEEL ROD DRIVEN TO REFUSAL AND ANCHORED.
 AC5200'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH NGS LOGO CAP.  THIS IS
 AC5200'THE PRIMARY AIRPORT CONTROL (PAC) STATION.  DESCRIBED BY J.E.  DUNFORD
 AC5200'III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0177 ***********************************************************************
 RA0177  DESIGNATION -  C 10
 RA0177  PID         -  RA0177
 RA0177  STATE/COUNTY-  ID/IDAHO
 RA0177  USGS QUAD   -  POLLOCK (1979)
 RA0177
 RA0177                         *CURRENT SURVEY CONTROL
 RA0177  ___________________________________________________________________
 RA0177* NAD 83(1986)-  45 22 22.     (N)    116 21 29.     (W)     SCALED    
 RA0177* NAVD 88     -       611.157  (meters)    2005.10   (feet)  ADJUSTED  
 RA0177  ___________________________________________________________________
 RA0177  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 RA0177  DYNAMIC HT  -         611.013 (meters)    2004.63  (feet)  COMP
 RA0177  MODELED GRAV-     980,363.0   (mgal)                       NAVD 88
 RA0177
 RA0177  VERT ORDER  -  FIRST     CLASS II
 RA0177
 RA0177.The horizontal coordinates were scaled from a topographic map and have
 RA0177.an estimated accuracy of +/- 6 seconds.
 RA0177
 RA0177.The orthometric height was determined by differential leveling
 RA0177.and adjusted by the National Geodetic Survey in June 1991..
 RA0177
 RA0177.The geoid height was determined by GEOID03.
 RA0177
 RA0177.The dynamic height is computed by dividing the NAVD 88
 RA0177.geopotential number by the normal gravity value computed on the
 RA0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0177.degrees latitude (g = 980.6199 gals.).
 RA0177
 RA0177.The modeled gravity was interpolated from observed gravity values.
 RA0177
 RA0177;                    North         East    Units  Estimated Accuracy
 RA0177;SPC ID W     -   411,910.      752,370.      MT  (+/- 180 meters Scaled)
 RA0177
 RA0177                          SUPERSEDED SURVEY CONTROL
 RA0177
 RA0177  NGVD 29 (??/??/92)  610.073  (m)         2001.55   (f) ADJ UNCH    1 2
 RA0177
 RA0177.Superseded values are not recommended for survey control.
 RA0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0177.See file dsdata.txt to determine how the superseded data were derived.
 RA0177
 RA0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL502245(NAD 83)
 RA0177_MARKER: DD = SURVEY DISK
 RA0177_SETTING: 80 = SET IN A BOULDER
 RA0177_SP_SET: BOULDER
 RA0177_STAMPING: IDAHO COOP C 10 1921
 RA0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0177+STABILITY: SURFACE MOTION
 RA0177
 RA0177  HISTORY     - Date     Condition        Report By
 RA0177  HISTORY     - 1921     MONUMENTED       USGS
 RA0177  HISTORY     - 1967     GOOD             NGS
 RA0177  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0177
 RA0177                          STATION DESCRIPTION
 RA0177
 RA0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0177'4.1 MI S FROM RIGGINS.
 RA0177'4.1 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE RIGGINS POST OFFICE,
 RA0177'0.1 MILE SOUTH OF THE BRIDGE OVER RAPID RIVER, 150 FEET NORTHEAST OF
 RA0177'THE NORTHEAST CORNER OF MRS. THOMAS HOUSE, 85 FEET WEST OF THE CENTER
 RA0177'OF THE HIGHWAY, 40 FEET WEST OF A FENCE CORNER, 9 FEET SOUTH OF THE
 RA0177'CENTER OF THE DRIVEWAY AND 6 FEET NORTH OF AN EAST-WEST FENCE LINE.
 RA0177'CEMENTED IN A DRILL HOLE IN A LARGE FLAT-TOPPED BOULDER THAT PROJECTS
 RA0177'1 FOOT.  THE LETTERS B.M. WERE PAINTED ON THE EAST SIDE OF THE
 RA0177'BOULDER.
 RA0177
 RA0177                          STATION RECOVERY (1982)
 RA0177
 RA0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0177'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0307 ***********************************************************************
 OX0307  DESIGNATION -  C 10
 OX0307  PID         -  OX0307
 OX0307  STATE/COUNTY-  ID/BONNEVILLE
 OX0307  USGS QUAD   -  CONANT VALLEY (1966)
 OX0307
 OX0307                         *CURRENT SURVEY CONTROL
 OX0307  ___________________________________________________________________
 OX0307* NAD 83(1986)-  43 27 03.     (N)    111 23 48.     (W)     SCALED    
 OX0307* NAVD 88     -      1605.370  (meters)    5266.95   (feet)  ADJUSTED  
 OX0307  ___________________________________________________________________
 OX0307  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 OX0307  DYNAMIC HT  -        1604.413 (meters)    5263.81  (feet)  COMP
 OX0307  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 OX0307
 OX0307  VERT ORDER  -  FIRST     CLASS II
 OX0307
 OX0307.The horizontal coordinates were scaled from a topographic map and have
 OX0307.an estimated accuracy of +/- 6 seconds.
 OX0307
 OX0307.The orthometric height was determined by differential leveling
 OX0307.and adjusted by the National Geodetic Survey in June 1991..
 OX0307
 OX0307.The geoid height was determined by GEOID03.
 OX0307
 OX0307.The dynamic height is computed by dividing the NAVD 88
 OX0307.geopotential number by the normal gravity value computed on the
 OX0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0307.degrees latitude (g = 980.6199 gals.).
 OX0307
 OX0307.The modeled gravity was interpolated from observed gravity values.
 OX0307
 OX0307;                    North         East    Units  Estimated Accuracy
 OX0307;SPC ID E     -   198,470.      262,320.      MT  (+/- 180 meters Scaled)
 OX0307
 OX0307                          SUPERSEDED SURVEY CONTROL
 OX0307
 OX0307  NGVD 29 (??/??/92) 1604.191  (m)         5263.08   (f) ADJ UNCH    1 2
 OX0307
 OX0307.Superseded values are not recommended for survey control.
 OX0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0307.See file dsdata.txt to determine how the superseded data were derived.
 OX0307
 OX0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP679109(NAD 83)
 OX0307_MARKER: DD = SURVEY DISK
 OX0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0307_SP_SET: CURB
 OX0307_STAMPING: C 10 1930
 OX0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0307
 OX0307  HISTORY     - Date     Condition        Report By
 OX0307  HISTORY     - 1930     MONUMENTED       USGS
 OX0307
 OX0307                          STATION DESCRIPTION
 OX0307
 OX0307'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0307'3 MI W FROM SWAN VALLEY.
 OX0307'3.0 MILES WEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY, BONNEVILLE
 OX0307'COUNTY, AT THE SWAN VALLEY BRIDGE OVER SNAKE RIVER, ABOVE THE
 OX0307'NORTHWEST ABUTMENT, IN THE TOP OF THE NORTHWEST CONCRETE CURB, AND 8.2
 OX0307'FEET SOUTH OF THE END OF THE CURB.  A UNITED STATES GEOLOGICAL SURVEY
 OX0307'STANDARD DISK, STAMPED C 10 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0306 ***********************************************************************
 TO0306  DESIGNATION -  C 10
 TO0306  PID         -  TO0306
 TO0306  STATE/COUNTY-  ID/BONNER
 TO0306  USGS QUAD   -  SANDPOINT (1996)
 TO0306
 TO0306                         *CURRENT SURVEY CONTROL
 TO0306  ___________________________________________________________________
 TO0306* NAD 83(1986)-  48 17 47.     (N)    116 32 44.     (W)     SCALED    
 TO0306* NAVD 88     -       646.704  (meters)    2121.73   (feet)  ADJUSTED  
 TO0306  ___________________________________________________________________
 TO0306  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TO0306  DYNAMIC HT  -         646.754 (meters)    2121.89  (feet)  COMP
 TO0306  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 TO0306
 TO0306  VERT ORDER  -  FIRST     CLASS II
 TO0306
 TO0306.The horizontal coordinates were scaled from a topographic map and have
 TO0306.an estimated accuracy of +/- 6 seconds.
 TO0306
 TO0306.The orthometric height was determined by differential leveling
 TO0306.and adjusted by the National Geodetic Survey in June 1991..
 TO0306
 TO0306.The geoid height was determined by GEOID03.
 TO0306
 TO0306.The dynamic height is computed by dividing the NAVD 88
 TO0306.geopotential number by the normal gravity value computed on the
 TO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0306.degrees latitude (g = 980.6199 gals.).
 TO0306
 TO0306.The modeled gravity was interpolated from observed gravity values.
 TO0306
 TO0306;                    North         East    Units  Estimated Accuracy
 TO0306;SPC ID W     -   737,030.      740,980.      MT  (+/- 180 meters Scaled)
 TO0306
 TO0306                          SUPERSEDED SURVEY CONTROL
 TO0306
 TO0306  NGVD 29 (??/??/92)  645.52   (m)         2117.8    (f) COMPUTED    1 2
 TO0306
 TO0306.Superseded values are not recommended for survey control.
 TO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0306.See file dsdata.txt to determine how the superseded data were derived.
 TO0306
 TO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP337493(NAD 83)
 TO0306_MARKER: P = PIPE CAP
 TO0306_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0306_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0306
 TO0306  HISTORY     - Date     Condition        Report By
 TO0306  HISTORY     - UNK      MONUMENTED       CGS
 TO0306  HISTORY     - 1944     MARK NOT FOUND   NGS
 TO0306  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0306
 TO0306                          STATION DESCRIPTION
 TO0306
 TO0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0306'1.5 MI N FROM SANDPOINT.
 TO0306'AT SAND POINT, BONNER COUNTY, ABOUT 1.5 MILES NORTH OF THE SPOKANE
 TO0306'INTERNATIONAL RAILWAY STATION, AND AT A HIGHWAY CROSSING NEAR A BRICK
 TO0306'PLANT.  A STANDARD CAP, FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TO0306
 TO0306                          STATION RECOVERY (1967)
 TO0306
 TO0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0868 ***********************************************************************
 OX0868  DESIGNATION -  C 10 RESET
 OX0868  PID         -  OX0868
 OX0868  STATE/COUNTY-  ID/BONNEVILLE
 OX0868  USGS QUAD   -  CONANT VALLEY (1966)
 OX0868
 OX0868                         *CURRENT SURVEY CONTROL
 OX0868  ___________________________________________________________________
 OX0868* NAD 83(1986)-  43 27 03.     (N)    111 23 48.     (W)     SCALED    
 OX0868* NAVD 88     -      1608.05   (meters)    5275.7    (feet)  RESET     
 OX0868  ___________________________________________________________________
 OX0868  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 OX0868
 OX0868  VERT ORDER  -  THIRD
 OX0868
 OX0868.The horizontal coordinates were scaled from a topographic map and have
 OX0868.an estimated accuracy of +/- 6 seconds.
 OX0868
 OX0868.The orthometric height was computed from unverified reset data.
 OX0868.No vertical observational check was made to the station.
 OX0868
 OX0868.The geoid height was determined by GEOID03.
 OX0868
 OX0868;                    North         East    Units  Estimated Accuracy
 OX0868;SPC ID E     -   198,470.      262,320.      MT  (+/- 180 meters Scaled)
 OX0868
 OX0868                          SUPERSEDED SURVEY CONTROL
 OX0868
 OX0868  NGVD 29 (03/27/06) 1606.87   (m)         5271.9    (f) RESET       3  
 OX0868
 OX0868.Superseded values are not recommended for survey control.
 OX0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0868.See file dsdata.txt to determine how the superseded data were derived.
 OX0868
 OX0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP679109(NAD 83)
 OX0868_MARKER: DB = BENCH MARK DISK
 OX0868_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OX0868_SP_SET: WINGWALL
 OX0868_STAMPING: C 10 RESET 1981
 OX0868_MARK LOGO: IDDT  
 OX0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0868+STABILITY: SURFACE MOTION
 OX0868
 OX0868  HISTORY     - Date     Condition        Report By
 OX0868  HISTORY     - 1981     MONUMENTED       IDDT
 OX0868
 OX0868                          STATION DESCRIPTION
 OX0868
 OX0868'DESCRIBED BY ID DEPT OF TRANSP 1981
 OX0868'5.0 KM (3.10 MI) WEST FROM SWAN VALLEY.
 OX0868'3.1 MILES WEST ALONG U.S. HIGHWAY 26, FROM ITS INTERSECTION WITH STATE
 OX0868'HIGHWAY 31 IN SWAN VALLEY, AT THE SWAN VALLEY BRIDGE OVER THE SNAKE
 OX0868'RIVER, IN THE TOP OF THE NORTHEAST CONCRETE PARAPET (WINGWALL), AND
 OX0868'4.4 FEET SOUTHWEST OF THE END OF THE WING AND 2.4 FEET ABOVE THE ROAD
 OX0868'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0308 ***********************************************************************
 OX0308  DESIGNATION -  C 10 RM
 OX0308  PID         -  OX0308
 OX0308  STATE/COUNTY-  ID/BONNEVILLE
 OX0308  USGS QUAD   -  CONANT VALLEY (1966)
 OX0308
 OX0308                         *CURRENT SURVEY CONTROL
 OX0308  ___________________________________________________________________
 OX0308* NAD 83(1986)-  43 27 03.     (N)    111 23 48.     (W)     SCALED    
 OX0308* NAVD 88     -      1605.37   (+/-2cm)    5267.0    (feet)  VERTCON   
 OX0308  ___________________________________________________________________
 OX0308  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 OX0308
 OX0308  VERT ORDER  -  ? (See Below)
 OX0308
 OX0308.The horizontal coordinates were scaled from a topographic map and have
 OX0308.an estimated accuracy of +/- 6 seconds.
 OX0308
 OX0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0308.The vertical order pertains to the NGVD 29 superseded value.
 OX0308
 OX0308.The geoid height was determined by GEOID03.
 OX0308
 OX0308;                    North         East    Units  Estimated Accuracy
 OX0308;SPC ID E     -   198,470.      262,320.      MT  (+/- 180 meters Scaled)
 OX0308
 OX0308                          SUPERSEDED SURVEY CONTROL
 OX0308
 OX0308  NGVD 29 (??/??/92) 1604.193  (m)         5263.09   (f) ADJ UNCH    ?  
 OX0308
 OX0308.Superseded values are not recommended for survey control.
 OX0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0308.See file dsdata.txt to determine how the superseded data were derived.
 OX0308
 OX0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP679109(NAD 83)
 OX0308_MARKER: Q = CHISELED SQUARE
 OX0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0308_SP_SET: CURB
 OX0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0308
 OX0308  HISTORY     - Date     Condition        Report By
 OX0308  HISTORY     - UNK      MONUMENTED       USGS
 OX0308  HISTORY     - 1930     GOOD             USGS
 OX0308
 OX0308                          STATION DESCRIPTION
 OX0308
 OX0308'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0308'3.0 MI W FROM SWAN VALLEY.
 OX0308'3.0 MILES WEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY, BONNEVILLE
 OX0308'COUNTY, AT THE SWAN VALLEY BRIDGE OVER SNAKE RIVER, ABOVE THE
 OX0308'SOUTHEAST ABUTMENT, ON THE TOP OF THE NORTHWEST CONCRETE CURB, AND 8.9
 OX0308'FEET NORTHEAST OF THE END OF THE CURB.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0367 ***********************************************************************
 NU0367  DESIGNATION -  C 100
 NU0367  PID         -  NU0367
 NU0367  STATE/COUNTY-  ID/ONEIDA
 NU0367  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0367
 NU0367                         *CURRENT SURVEY CONTROL
 NU0367  ___________________________________________________________________
 NU0367* NAD 83(1994)-  42 13 28.93107(N)    112 14 18.20130(W)     ADJUSTED  
 NU0367* NAVD 88     -      1475.090  (meters)    4839.52   (feet)  ADJUSTED  
 NU0367  ___________________________________________________________________
 NU0367  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 NU0367  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NU0367  DYNAMIC HT  -        1474.096 (meters)    4836.26  (feet)  COMP
 NU0367  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 NU0367
 NU0367  HORZ ORDER  -  SECOND
 NU0367  VERT ORDER  -  SECOND    CLASS 0
 NU0367
 NU0367.The horizontal coordinates were established by classical geodetic methods
 NU0367.and adjusted by the National Geodetic Survey in November 1997..
 NU0367
 NU0367.The orthometric height was determined by differential leveling
 NU0367.and adjusted by the National Geodetic Survey in June 1991..
 NU0367
 NU0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0367
 NU0367.The geoid height was determined by GEOID03.
 NU0367
 NU0367.The dynamic height is computed by dividing the NAVD 88
 NU0367.geopotential number by the normal gravity value computed on the
 NU0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0367.degrees latitude (g = 980.6199 gals.).
 NU0367
 NU0367.The modeled gravity was interpolated from observed gravity values.
 NU0367
 NU0367;                    North         East     Units Scale Factor Converg.
 NU0367;SPC ID E     -    61,981.577   194,078.992   MT  0.99994780   -0 02 53.5
 NU0367;UTM  12      - 4,675,467.549   397,800.375   MT  0.99972851   -0 49 56.3
 NU0367
 NU0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0367!SPC ID E     -   0.99977090  x   0.99994780  =   0.99971872
 NU0367!UTM  12      -   0.99977090  x   0.99972851  =   0.99949948
 NU0367
 NU0367                          SUPERSEDED SURVEY CONTROL
 NU0367
 NU0367  NAD 83(1992)-  42 13 28.92843(N)    112 14 18.19785(W) AD(       ) 2
 NU0367  NAD 83(1986)-  42 13 28.92699(N)    112 14 18.19340(W) AD(       ) 2
 NU0367  NAD 27      -  42 13 29.21270(N)    112 14 15.31750(W) AD(       ) 2
 NU0367  NGVD 29 (??/??/92) 1474.008  (m)         4835.97   (f) ADJ UNCH    2 0
 NU0367
 NU0367.Superseded values are not recommended for survey control.
 NU0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0367.See file dsdata.txt to determine how the superseded data were derived.
 NU0367
 NU0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9780075468(NAD 83)
 NU0367_MARKER: DB = BENCH MARK DISK
 NU0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0367_STAMPING: C 100 1960
 NU0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0367+STABILITY: SURFACE MOTION
 NU0367
 NU0367  HISTORY     - Date     Condition        Report By
 NU0367  HISTORY     - 1960     MONUMENTED       CGS
 NU0367  HISTORY     - 1960     GOOD             CGS
 NU0367
 NU0367                          STATION DESCRIPTION
 NU0367
 NU0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0367'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 191 AND
 NU0367'STATE HIGHWAY 37 AT THE EAST EDGE OF MALAD CITY, GO NORTHERLY ON
 NU0367'U.S. HIGHWAY 191 FOR 3.4 MILES TO THE WHEEL INN ON THE LEFT
 NU0367'AND WESTON ROAD ON THE RIGHT.  THE AZIMUTH MARK IS 0.05 MILE
 NU0367'EAST ON THE NORTH SIDE OF WESTON ROAD AS DESCRIBED BELOW.
 NU0367'TURN LEFT, SOUTHWEST, ON PAVED ROAD (OLD HIGHWAY) FOR 0.4 MILE
 NU0367'TO A GRAVELED CROSSROAD AND FARM ROAD LEADING SOUTH.  TURN
 NU0367'LEFT, SOUTH, ON FARM ROAD FOR 0.3 MILE TO THE MARK ON THE
 NU0367'LEFT, JUST AFTER CROSSING SMALL IRRIGATION DITCH AND AS FARM
 NU0367'ROAD TURNS TO THE SOUTHWEST.
 NU0367'
 NU0367'THE STATION MARK, STAMPED C 100 1960, IS A STANDARD BENCH
 NU0367'MARK DISK SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING
 NU0367'6 INCHES ABOVE GROUND.  IT IS 5 FEET SOUTHWEST OF A FENCE
 NU0367'CORNER, 3 FEET SOUTHEAST OF TELEPHONE POLE NO. 7, AND 2 FEET
 NU0367'EAST OF A STEEL WITNESS POST WITH SIGN.
 NU0367
 NU0367                          STATION RECOVERY (1960)
 NU0367
 NU0367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0367'2.8 MI N FROM MALAD.
 NU0367'2.8 MILE NORTH ALONG U.S. HIGHWAY 91 FROM ITS JUNCTION WITH STATE
 NU0367'HIGHWAY 37 AT THE EAST LIMITS OF MALAD TO A HIGHWAY CUT AND A RISING
 NU0367'GRADE PROCEEDING NORTH, THENCE CROSS COUNTRY ABOUT 400 FEET WESTWARD,
 NU0367'21.5 FEET NORTH FROM TRIANGULATION STATION IDA 15-60, 5 FEET SOUTHWEST
 NU0367'FROM A FENCE CORNER, 3 FEET SOUTHEAST FROM A TELEPHONE POST NUMBERED
 NU0367'7, 2 FEET EAST FROM A METAL WITNESS POST WITH SIGN, SET IN A CYLDRICAL
 NU0367'CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0877 ***********************************************************************
 NU0877  DESIGNATION -  C 101
 NU0877  PID         -  NU0877
 NU0877  STATE/COUNTY-  ID/CASSIA
 NU0877  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0877
 NU0877                         *CURRENT SURVEY CONTROL
 NU0877  ___________________________________________________________________
 NU0877* NAD 83(1986)-  42 34 34.     (N)    113 27 33.     (W)     SCALED    
 NU0877* NAVD 88     -      1366.114  (meters)    4481.99   (feet)  ADJUSTED  
 NU0877  ___________________________________________________________________
 NU0877  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 NU0877  DYNAMIC HT  -        1365.311 (meters)    4479.36  (feet)  COMP
 NU0877  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 NU0877
 NU0877  VERT ORDER  -  FIRST     CLASS II
 NU0877
 NU0877.The horizontal coordinates were scaled from a topographic map and have
 NU0877.an estimated accuracy of +/- 6 seconds.
 NU0877
 NU0877.The orthometric height was determined by differential leveling
 NU0877.and adjusted by the National Geodetic Survey in June 1991..
 NU0877
 NU0877.The geoid height was determined by GEOID03.
 NU0877
 NU0877.The dynamic height is computed by dividing the NAVD 88
 NU0877.geopotential number by the normal gravity value computed on the
 NU0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0877.degrees latitude (g = 980.6199 gals.).
 NU0877
 NU0877.The modeled gravity was interpolated from observed gravity values.
 NU0877
 NU0877;                    North         East    Units  Estimated Accuracy
 NU0877;SPC ID C     -   101,150.      544,400.      MT  (+/- 180 meters Scaled)
 NU0877
 NU0877                          SUPERSEDED SURVEY CONTROL
 NU0877
 NU0877  NGVD 29 (??/??/92) 1365.131  (m)         4478.77   (f) ADJ UNCH    1 2
 NU0877
 NU0877.Superseded values are not recommended for survey control.
 NU0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0877.See file dsdata.txt to determine how the superseded data were derived.
 NU0877
 NU0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN981166(NAD 83)
 NU0877_MARKER: DB = BENCH MARK DISK
 NU0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0877_STAMPING: C 101 1960
 NU0877_MARK LOGO: CGS   
 NU0877_PROJECTION: PROJECTING 15 CENTIMETERS
 NU0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0877+STABILITY: SURFACE MOTION
 NU0877
 NU0877  HISTORY     - Date     Condition        Report By
 NU0877  HISTORY     - 1960     MONUMENTED       CGS
 NU0877  HISTORY     - 1983     GOOD             NGS
 NU0877
 NU0877                          STATION DESCRIPTION
 NU0877
 NU0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0877'11.3 MI W FROM RAFT RIVER.
 NU0877'11.3 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0877'STORE, 0.25 MILE WEST OF SOME CATTLE FEEDING PENS, 122 FEET SOUTH OF
 NU0877'THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, 82 FEET NORTH OF THE
 NU0877'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 2 FEET NORTH OF A METAL
 NU0877'WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 NU0877'4 INCHES.
 NU0877
 NU0877                          STATION RECOVERY (1983)
 NU0877
 NU0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0877'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0877'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0877'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0877'5.0 KM (3.1 MI) EAST ALONG INTERSTATE 86, ON A SMALL HILL IN THE
 NU0877'MEDIUM, 140.2 METERS (132 FT) NORTHWEST ACROSS THE EAST BOUND LANES
 NU0877'FROM MILEPOST 13, 24.1 METERS (79 FT) NORTH OF THE EAST BOUND HIGHWAY
 NU0877'CENTERLINE AND 37.2 METERS (122 FT) SOUTH OF THE WEST BOUND HIGHWAY
 NU0877'CENTERLINE.
 NU0877'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 NU0877'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1044 ***********************************************************************
 NU1044  DESIGNATION -  C 102
 NU1044  PID         -  NU1044
 NU1044  STATE/COUNTY-  ID/CASSIA
 NU1044  USGS QUAD   -  SWEETZER CANYON (1985)
 NU1044
 NU1044                         *CURRENT SURVEY CONTROL
 NU1044  ___________________________________________________________________
 NU1044* NAD 83(1986)-  42 13 11.     (N)    113 03 43.     (W)     SCALED    
 NU1044* NAVD 88     -      1611.589  (meters)    5287.35   (feet)  ADJUSTED  
 NU1044  ___________________________________________________________________
 NU1044  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 NU1044  DYNAMIC HT  -        1610.499 (meters)    5283.78  (feet)  COMP
 NU1044  MODELED GRAV-     979,888.2   (mgal)                       NAVD 88
 NU1044
 NU1044  VERT ORDER  -  SECOND    CLASS 0
 NU1044
 NU1044.The horizontal coordinates were scaled from a topographic map and have
 NU1044.an estimated accuracy of +/- 6 seconds.
 NU1044
 NU1044.The orthometric height was determined by differential leveling
 NU1044.and adjusted by the National Geodetic Survey in June 1991..
 NU1044
 NU1044.The geoid height was determined by GEOID03.
 NU1044
 NU1044.The dynamic height is computed by dividing the NAVD 88
 NU1044.geopotential number by the normal gravity value computed on the
 NU1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1044.degrees latitude (g = 980.6199 gals.).
 NU1044
 NU1044.The modeled gravity was interpolated from observed gravity values.
 NU1044
 NU1044;                    North         East    Units  Estimated Accuracy
 NU1044;SPC ID C     -    61,850.      577,450.      MT  (+/- 180 meters Scaled)
 NU1044
 NU1044                          SUPERSEDED SURVEY CONTROL
 NU1044
 NU1044  NGVD 29 (??/??/92) 1610.480  (m)         5283.72   (f) ADJ UNCH    2 0
 NU1044
 NU1044.Superseded values are not recommended for survey control.
 NU1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1044.See file dsdata.txt to determine how the superseded data were derived.
 NU1044
 NU1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM298762(NAD 83)
 NU1044_MARKER: DB = BENCH MARK DISK
 NU1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1044_STAMPING: C 102 1960
 NU1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1044+STABILITY: SURFACE MOTION
 NU1044
 NU1044  HISTORY     - Date     Condition        Report By
 NU1044  HISTORY     - 1960     MONUMENTED       CGS
 NU1044  HISTORY     - 1981     GOOD             USGS
 NU1044
 NU1044                          STATION DESCRIPTION
 NU1044
 NU1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1044'21.35 MI SE FROM MALTA.
 NU1044'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1044'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A GRAVEL ROAD, THENCE 2.3
 NU1044'MILES SOUTH, THENCE 8.45 MILES SOUTHEAST ON GRAVEL ROAD LEADING TO
 NU1044'JUNIPER, 0.2 MILE EAST OF A ROAD LEADING NORTHEAST, 59 FEET SOUTH OF
 NU1044'THE CENTERLINE OF THE ROAD, 2.4 FEET EAST OF A METAL WITNESS POST WITH
 NU1044'SIGN, 1 FOOT NORTH OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 NU1044'PROJECTING 7 INCHES AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 NU1044
 NU1044                          STATION RECOVERY (1981)
 NU1044
 NU1044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NU1044'2.6 MI. SOUTH ALONG STATE HWY. 81 FROM THE POST OFFICE AT MALTA,
 NU1044'CASSIA COUNTY, THENCE 12.1 MI. EAST ALONG PIERCE LANE TO A JUNCTION,
 NU1044'TURN RIGHT (SE) 0.35 MI. PASSING UNDER INTERSTATE HWY. 84, TURN RIGHT
 NU1044'6.1 MI. ALONG A ROAD LEADING TO JUNIPER, THENCE 0.2 MI SOUTH UNDER
 NU1044'I-84 AND EAST ALONG A TRACK ROAD, 530 FT. SOUTHEAST OF I-84 OVERPASS
 NU1044', 540 FT. EAST OF TRACK ROAD BEND, 37 FT. NORTHEAST OF TRACK ROAD, IN
 NU1044'A CONC. POST PROJECTING 0.4 FT., A STANDARD DISK STAMPED 'C 102
 NU1044'1960'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1029 ***********************************************************************
 NU1029  DESIGNATION -  C 103
 NU1029  PID         -  NU1029
 NU1029  STATE/COUNTY-  ID/CASSIA
 NU1029  USGS QUAD   -  SUBLETT (1985)
 NU1029
 NU1029                         *CURRENT SURVEY CONTROL
 NU1029  ___________________________________________________________________
 NU1029* NAD 83(1986)-  42 19 39.     (N)    113 13 48.     (W)     SCALED    
 NU1029* NAVD 88     -      1437.672  (meters)    4716.76   (feet)  ADJUSTED  
 NU1029  ___________________________________________________________________
 NU1029  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU1029  DYNAMIC HT  -        1436.741 (meters)    4713.71  (feet)  COMP
 NU1029  MODELED GRAV-     979,924.4   (mgal)                       NAVD 88
 NU1029
 NU1029  VERT ORDER  -  SECOND    CLASS 0
 NU1029
 NU1029.The horizontal coordinates were scaled from a topographic map and have
 NU1029.an estimated accuracy of +/- 6 seconds.
 NU1029
 NU1029.The orthometric height was determined by differential leveling
 NU1029.and adjusted by the National Geodetic Survey in June 1991..
 NU1029
 NU1029.The geoid height was determined by GEOID03.
 NU1029
 NU1029.The dynamic height is computed by dividing the NAVD 88
 NU1029.geopotential number by the normal gravity value computed on the
 NU1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1029.degrees latitude (g = 980.6199 gals.).
 NU1029
 NU1029.The modeled gravity was interpolated from observed gravity values.
 NU1029
 NU1029;                    North         East    Units  Estimated Accuracy
 NU1029;SPC ID C     -    73,680.      563,460.      MT  (+/- 180 meters Scaled)
 NU1029
 NU1029                          SUPERSEDED SURVEY CONTROL
 NU1029
 NU1029  NGVD 29 (??/??/92) 1436.615  (m)         4713.29   (f) ADJ UNCH    2 0
 NU1029
 NU1029.Superseded values are not recommended for survey control.
 NU1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1029.See file dsdata.txt to determine how the superseded data were derived.
 NU1029
 NU1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM162885(NAD 83)
 NU1029_MARKER: DB = BENCH MARK DISK
 NU1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1029_STAMPING: C 103 1960
 NU1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1029+STABILITY: SURFACE MOTION
 NU1029
 NU1029  HISTORY     - Date     Condition        Report By
 NU1029  HISTORY     - 1960     MONUMENTED       CGS
 NU1029
 NU1029                          STATION DESCRIPTION
 NU1029
 NU1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1029'7.8 MI E FROM MALTA.
 NU1029'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1029'GRAVEL ROAD, THENCE 7.35 MILES EAST, 0.3 MILE EAST OF A CATTLE GUARD,
 NU1029'0.15 MILE WEST OF THE SALT LAKE PIPELINE, 146 FEET SOUTH OF THE
 NU1029'CENTERLINE OF THE ROAD, 3 FEET WEST OF A METAL WITNESS POST WITH SIGN,
 NU1029'2.5 FEET NORTH OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 NU1029'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0117 ***********************************************************************
 NW0117  DESIGNATION -  C 106
 NW0117  PID         -  NW0117
 NW0117  STATE/COUNTY-  ID/OWYHEE
 NW0117  USGS QUAD   -  JORDAN VALLEY (1969)
 NW0117
 NW0117                         *CURRENT SURVEY CONTROL
 NW0117  ___________________________________________________________________
 NW0117* NAD 83(1986)-  42 57 00.     (N)    117 00 20.     (W)     SCALED    
 NW0117* NAVD 88     -      1419.069  (meters)    4655.73   (feet)  ADJUSTED  
 NW0117  ___________________________________________________________________
 NW0117  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 NW0117  DYNAMIC HT  -        1418.300 (meters)    4653.21  (feet)  COMP
 NW0117  MODELED GRAV-     980,028.1   (mgal)                       NAVD 88
 NW0117
 NW0117  VERT ORDER  -  SECOND    CLASS 0
 NW0117
 NW0117.The horizontal coordinates were scaled from a topographic map and have
 NW0117.an estimated accuracy of +/- 6 seconds.
 NW0117
 NW0117.The orthometric height was determined by differential leveling
 NW0117.and adjusted by the National Geodetic Survey in June 1991..
 NW0117
 NW0117.The geoid height was determined by GEOID03.
 NW0117
 NW0117.The dynamic height is computed by dividing the NAVD 88
 NW0117.geopotential number by the normal gravity value computed on the
 NW0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0117.degrees latitude (g = 980.6199 gals.).
 NW0117
 NW0117.The modeled gravity was interpolated from observed gravity values.
 NW0117
 NW0117;                    North         East    Units  Estimated Accuracy
 NW0117;SPC ID W     -   143,310.      697,540.      MT  (+/- 180 meters Scaled)
 NW0117
 NW0117                          SUPERSEDED SURVEY CONTROL
 NW0117
 NW0117  NGVD 29 (??/??/92) 1418.01   (m)         4652.3    (f) COMPUTED    2 0
 NW0117
 NW0117.Superseded values are not recommended for survey control.
 NW0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0117.See file dsdata.txt to determine how the superseded data were derived.
 NW0117
 NW0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH995552(NAD 83)
 NW0117_MARKER: DB = BENCH MARK DISK
 NW0117_SETTING: 66 = SET IN ROCK OUTCROP
 NW0117_SP_SET: OUTCROP
 NW0117_STAMPING: C 106 1963
 NW0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0117+STABILITY: POSITION/ELEVATION WELL
 NW0117
 NW0117  HISTORY     - Date     Condition        Report By
 NW0117  HISTORY     - 1963     MONUMENTED       CGS
 NW0117
 NW0117                          STATION DESCRIPTION
 NW0117
 NW0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0117'4.05 MI SE FROM JORDAN VALLEY, OR.
 NW0117'4.05 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY
 NW0117'HOTEL AT JORDAN VALLEY, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A
 NW0117'DRIVEWAY LEADING SOUTHWEST TO A RANCHHOUSE, AT THE SUMMIT OF A HILL,
 NW0117'AT THE CROSSING OF A POWER LINE, 183 FEET NORTHEAST OF THE CENTER LINE
 NW0117'OF THE ROAD, 53 FEET EAST-SOUTHEAST OF A TELEPHONE POLE WITH A GUY
 NW0117'WIRE, 89 FEET EAST OF A T JUNCTION POWER LINE POLE WITH A GUY WIRE, IN
 NW0117'THE TOP OF A 4 BY 5-FOOT OUTCROP PROJECTING 0.6 FOOT ABOVE THE GROUND,
 NW0117'5.3 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 20 FEET HIGHER THAN
 NW0117'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0071 ***********************************************************************
 NW0071  DESIGNATION -  C 107
 NW0071  PID         -  NW0071
 NW0071  STATE/COUNTY-  ID/OWYHEE
 NW0071  USGS QUAD   -  BULL BASIN CAMP (1977)
 NW0071
 NW0071                         *CURRENT SURVEY CONTROL
 NW0071  ___________________________________________________________________
 NW0071* NAD 83(1986)-  42 18 57.     (N)    116 54 08.     (W)     SCALED    
 NW0071* NAVD 88     -      1616.867  (meters)    5304.67   (feet)  ADJUSTED  
 NW0071  ___________________________________________________________________
 NW0071  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 NW0071  DYNAMIC HT  -        1615.773 (meters)    5301.08  (feet)  COMP
 NW0071  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 NW0071
 NW0071  VERT ORDER  -  SECOND    CLASS 0
 NW0071
 NW0071.The horizontal coordinates were scaled from a topographic map and have
 NW0071.an estimated accuracy of +/- 6 seconds.
 NW0071
 NW0071.The orthometric height was determined by differential leveling
 NW0071.and adjusted by the National Geodetic Survey in June 1991..
 NW0071
 NW0071.The geoid height was determined by GEOID03.
 NW0071
 NW0071.The dynamic height is computed by dividing the NAVD 88
 NW0071.geopotential number by the normal gravity value computed on the
 NW0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0071.degrees latitude (g = 980.6199 gals.).
 NW0071
 NW0071.The modeled gravity was interpolated from observed gravity values.
 NW0071
 NW0071;                    North         East    Units  Estimated Accuracy
 NW0071;SPC ID W     -    72,740.      705,020.      MT  (+/- 180 meters Scaled)
 NW0071
 NW0071                          SUPERSEDED SURVEY CONTROL
 NW0071
 NW0071  NGVD 29 (??/??/92) 1615.699  (m)         5300.84   (f) ADJ UNCH    2 0
 NW0071
 NW0071.Superseded values are not recommended for survey control.
 NW0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0071.See file dsdata.txt to determine how the superseded data were derived.
 NW0071
 NW0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG080848(NAD 83)
 NW0071_MARKER: DB = BENCH MARK DISK
 NW0071_SETTING: 66 = SET IN ROCK OUTCROP
 NW0071_SP_SET: OUTCROP
 NW0071_STAMPING: C 107 1963
 NW0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0071+STABILITY: POSITION/ELEVATION WELL
 NW0071
 NW0071  HISTORY     - Date     Condition        Report By
 NW0071  HISTORY     - 1963     MONUMENTED       CGS
 NW0071
 NW0071                          STATION DESCRIPTION
 NW0071
 NW0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0071'11.5 MI SE FROM C RANCH, OR.
 NW0071'11.5 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, 75 YARDS
 NW0071'NORTHWEST OF THE JUNCTION OF A TRACK ROAD LEADING WEST, 232 FEET WEST
 NW0071'OF THE CENTER LINE OF THE ROAD, 140 FEET WEST OF THE CENTER LINE OF A
 NW0071'TRACK ROAD, 105 FEET SOUTH OF A LARGE LONE JUNIPTER TREE, IN THE TOP
 NW0071'OF A 10 BY 40-FOOT OUTCROP PROJECTING 1.0 FOOT ABOVE THE GROUND, 18
 NW0071'FEET WEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0045 ***********************************************************************
 NW0045  DESIGNATION -  C 108
 NW0045  PID         -  NW0045
 NW0045  STATE/COUNTY-  ID/OWYHEE
 NW0045  USGS QUAD   -  SHOOFLY SPRINGS (1972)
 NW0045
 NW0045                         *CURRENT SURVEY CONTROL
 NW0045  ___________________________________________________________________
 NW0045* NAD 83(1986)-  42 16 19.     (N)    116 18 19.     (W)     SCALED    
 NW0045* NAVD 88     -      1715.330  (meters)    5627.71   (feet)  ADJUSTED  
 NW0045  ___________________________________________________________________
 NW0045  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 NW0045  DYNAMIC HT  -        1714.147 (meters)    5623.83  (feet)  COMP
 NW0045  MODELED GRAV-     979,870.4   (mgal)                       NAVD 88
 NW0045
 NW0045  VERT ORDER  -  SECOND    CLASS 0
 NW0045
 NW0045.The horizontal coordinates were scaled from a topographic map and have
 NW0045.an estimated accuracy of +/- 6 seconds.
 NW0045
 NW0045.The orthometric height was determined by differential leveling
 NW0045.and adjusted by the National Geodetic Survey in June 1991..
 NW0045
 NW0045.The geoid height was determined by GEOID03.
 NW0045
 NW0045.The dynamic height is computed by dividing the NAVD 88
 NW0045.geopotential number by the normal gravity value computed on the
 NW0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0045.degrees latitude (g = 980.6199 gals.).
 NW0045
 NW0045.The modeled gravity was interpolated from observed gravity values.
 NW0045
 NW0045;                    North         East    Units  Estimated Accuracy
 NW0045;SPC ID W     -    67,380.      754,190.      MT  (+/- 180 meters Scaled)
 NW0045
 NW0045                          SUPERSEDED SURVEY CONTROL
 NW0045
 NW0045  NGVD 29 (??/??/92) 1714.161  (m)         5623.88   (f) ADJ UNCH    2 0
 NW0045
 NW0045.Superseded values are not recommended for survey control.
 NW0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0045.See file dsdata.txt to determine how the superseded data were derived.
 NW0045
 NW0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG572802(NAD 83)
 NW0045_MARKER: DB = BENCH MARK DISK
 NW0045_SETTING: 80 = SET IN A BOULDER
 NW0045_SP_SET: LAVA BOULDER
 NW0045_STAMPING: C 108 1963
 NW0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0045+STABILITY: SURFACE MOTION
 NW0045
 NW0045  HISTORY     - Date     Condition        Report By
 NW0045  HISTORY     - 1963     MONUMENTED       CGS
 NW0045
 NW0045                          STATION DESCRIPTION
 NW0045
 NW0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0045'16.2 MI NW FROM RIDDLE.
 NW0045'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0045'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0045'ALONG A GRAVELED ROAD, THENCE 9.1 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0045'ON A LAVA ROCK COVERED KNOLL, 92 FEET SOUTHWEST OF THE CENTER LINE OF
 NW0045'THE ROAD, IN THE TOP OF A 4 1/2 BY 5-FOOT LAVA BOULDER PROJECTING 1
 NW0045'1/2 FEET ABOVE THE GROUND, 4.4 FEET SOUTHWEST OF A WITNESS POST, AND
 NW0045'ABOUT 10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0106 ***********************************************************************
 NW0106  DESIGNATION -  C 109
 NW0106  PID         -  NW0106
 NW0106  STATE/COUNTY-  ID/OWYHEE
 NW0106  USGS QUAD   -  PIUTE BASIN EAST (1973)
 NW0106
 NW0106                         *CURRENT SURVEY CONTROL
 NW0106  ___________________________________________________________________
 NW0106* NAD 83(1986)-  42 12 56.     (N)    116 35 51.     (W)     SCALED    
 NW0106* NAVD 88     -      1515.718  (meters)    4972.82   (feet)  ADJUSTED  
 NW0106  ___________________________________________________________________
 NW0106  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 NW0106  DYNAMIC HT  -        1514.721 (meters)    4969.55  (feet)  COMP
 NW0106  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 NW0106
 NW0106  VERT ORDER  -  SECOND    CLASS 0
 NW0106
 NW0106.The horizontal coordinates were scaled from a topographic map and have
 NW0106.an estimated accuracy of +/- 6 seconds.
 NW0106
 NW0106.The orthometric height was determined by differential leveling
 NW0106.and adjusted by the National Geodetic Survey in June 1991..
 NW0106
 NW0106.The geoid height was determined by GEOID03.
 NW0106
 NW0106.The dynamic height is computed by dividing the NAVD 88
 NW0106.geopotential number by the normal gravity value computed on the
 NW0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0106.degrees latitude (g = 980.6199 gals.).
 NW0106
 NW0106.The modeled gravity was interpolated from observed gravity values.
 NW0106
 NW0106;                    North         East    Units  Estimated Accuracy
 NW0106;SPC ID W     -    61,310.      730,030.      MT  (+/- 180 meters Scaled)
 NW0106
 NW0106                          SUPERSEDED SURVEY CONTROL
 NW0106
 NW0106  NGVD 29 (??/??/92) 1514.597  (m)         4969.14   (f) ADJ UNCH    2 0
 NW0106
 NW0106.Superseded values are not recommended for survey control.
 NW0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0106.See file dsdata.txt to determine how the superseded data were derived.
 NW0106
 NW0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG332737(NAD 83)
 NW0106_MARKER: DB = BENCH MARK DISK
 NW0106_SETTING: 66 = SET IN ROCK OUTCROP
 NW0106_SP_SET: BOULDER
 NW0106_STAMPING: C 109 1963
 NW0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0106+STABILITY: POSITION/ELEVATION WELL
 NW0106
 NW0106  HISTORY     - Date     Condition        Report By
 NW0106  HISTORY     - 1963     MONUMENTED       CGS
 NW0106
 NW0106                          STATION DESCRIPTION
 NW0106
 NW0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0106'38.5 MI W FROM RIDDLE.
 NW0106'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0106'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0106'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0106'THENCE 7.2 MILES WEST ALONG A DIRT ROAD, THENCE 7.6 MILES SOUTHWEST
 NW0106'ALONG A PIPE LINE ROAD, THENCE 7.35 MILES WEST ALONG A DIRT ROAD, 0.1
 NW0106'MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 61 FEET SOUTH
 NW0106'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A LAVA BOULDER
 NW0106'PROJECTING 0.2 FOOT ABOVE THE GROUND, 85.1 FEET SOUTH OF AND ACROSS
 NW0106'THE ROAD FROM A FENCE, 9.1 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT
 NW0106'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0082 ***********************************************************************
 NW0082  DESIGNATION -  C 109 X
 NW0082  PID         -  NW0082
 NW0082  STATE/COUNTY-  ID/OWYHEE
 NW0082  USGS QUAD   -  RED BASIN (1973)
 NW0082
 NW0082                         *CURRENT SURVEY CONTROL
 NW0082  ___________________________________________________________________
 NW0082* NAD 83(1986)-  42 15 33.     (N)    116 51 42.     (W)     SCALED    
 NW0082* NAVD 88     -      1393.240  (meters)    4570.99   (feet)  ADJUSTED  
 NW0082  ___________________________________________________________________
 NW0082  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 NW0082  DYNAMIC HT  -        1392.292 (meters)    4567.88  (feet)  COMP
 NW0082  MODELED GRAV-     979,893.4   (mgal)                       NAVD 88
 NW0082
 NW0082  VERT ORDER  -  SECOND    CLASS 0
 NW0082
 NW0082.The horizontal coordinates were scaled from a topographic map and have
 NW0082.an estimated accuracy of +/- 6 seconds.
 NW0082
 NW0082.The orthometric height was determined by differential leveling
 NW0082.and adjusted by the National Geodetic Survey in June 1991..
 NW0082
 NW0082.The geoid height was determined by GEOID03.
 NW0082
 NW0082.The dynamic height is computed by dividing the NAVD 88
 NW0082.geopotential number by the normal gravity value computed on the
 NW0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0082.degrees latitude (g = 980.6199 gals.).
 NW0082
 NW0082.The modeled gravity was interpolated from observed gravity values.
 NW0082
 NW0082;                    North         East    Units  Estimated Accuracy
 NW0082;SPC ID W     -    66,410.      708,280.      MT  (+/- 180 meters Scaled)
 NW0082
 NW0082                          SUPERSEDED SURVEY CONTROL
 NW0082
 NW0082  NGVD 29 (??/??/92) 1392.068  (m)         4567.14   (f) ADJ UNCH    2 0
 NW0082
 NW0082.Superseded values are not recommended for survey control.
 NW0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0082.See file dsdata.txt to determine how the superseded data were derived.
 NW0082
 NW0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG114785(NAD 83)
 NW0082_MARKER: DB = BENCH MARK DISK
 NW0082_SETTING: 66 = SET IN ROCK OUTCROP
 NW0082_SP_SET: MASSIVE OUTCROP
 NW0082_STAMPING: C 109X 1963
 NW0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0082+STABILITY: POSITION/ELEVATION WELL
 NW0082
 NW0082  HISTORY     - Date     Condition        Report By
 NW0082  HISTORY     - 1963     MONUMENTED       CGS
 NW0082
 NW0082                          STATION DESCRIPTION
 NW0082
 NW0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0082'17.7 MI SE FROM C RANCH, OR.
 NW0082'16.6 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, THENCE 0.6
 NW0082'MILE EAST ACROSS COUNTRY, THENCE 0.5 MILE EAST UP A WASH, 0.5 MILE
 NW0082'SOUTH-SOUTHWEST OF BENCH MARK B 109X, ON TOP OF A ROCKY POINT
 NW0082'OVERLOOKING THE WASH, 0.1 MILE EAST OF A SMALL CEDAR TREE IN WASH, IN
 NW0082'THE TOP OF A MASSIVE OUTCROP, AND 12 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0175 ***********************************************************************
 RA0175  DESIGNATION -  C 11
 RA0175  PID         -  RA0175
 RA0175  STATE/COUNTY-  ID/IDAHO
 RA0175  USGS QUAD   -  RIGGINS (1964)
 RA0175
 RA0175                         *CURRENT SURVEY CONTROL
 RA0175  ___________________________________________________________________
 RA0175* NAD 83(1986)-  45 24 31.     (N)    116 19 44.     (W)     SCALED    
 RA0175* NAVD 88     -       553.959  (meters)    1817.45   (feet)  ADJUSTED  
 RA0175  ___________________________________________________________________
 RA0175  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 RA0175  DYNAMIC HT  -         553.833 (meters)    1817.03  (feet)  COMP
 RA0175  MODELED GRAV-     980,374.1   (mgal)                       NAVD 88
 RA0175
 RA0175  VERT ORDER  -  FIRST     CLASS II
 RA0175
 RA0175.The horizontal coordinates were scaled from a topographic map and have
 RA0175.an estimated accuracy of +/- 6 seconds.
 RA0175
 RA0175.The orthometric height was determined by differential leveling
 RA0175.and adjusted by the National Geodetic Survey in June 1991..
 RA0175
 RA0175.The geoid height was determined by GEOID03.
 RA0175
 RA0175.The dynamic height is computed by dividing the NAVD 88
 RA0175.geopotential number by the normal gravity value computed on the
 RA0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0175.degrees latitude (g = 980.6199 gals.).
 RA0175
 RA0175.The modeled gravity was interpolated from observed gravity values.
 RA0175
 RA0175;                    North         East    Units  Estimated Accuracy
 RA0175;SPC ID W     -   415,880.      754,690.      MT  (+/- 180 meters Scaled)
 RA0175
 RA0175                          SUPERSEDED SURVEY CONTROL
 RA0175
 RA0175.No superseded survey control is available for this station.
 RA0175
 RA0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL525285(NAD 83)
 RA0175_MARKER: DD = SURVEY DISK
 RA0175_SETTING: 80 = SET IN A BOULDER
 RA0175_SP_SET: BOULDER
 RA0175_STAMPING: C 11 1921
 RA0175_MARK LOGO: USGS  
 RA0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0175+STABILITY: SURFACE MOTION
 RA0175
 RA0175  HISTORY     - Date     Condition        Report By
 RA0175  HISTORY     - 1921     MONUMENTED       USGS
 RA0175  HISTORY     - 1967     MARK NOT FOUND   NGS
 RA0175  HISTORY     - 1982     GOOD             NGS
 RA0175
 RA0175                          STATION DESCRIPTION
 RA0175
 RA0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0175'1.1 MI S FROM RIGGINS.
 RA0175'1.1 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE PUBLIC SCHOOL AT
 RA0175'RIGGINS, IDAHO COUNTY, 0.1 MILE SOUTH OF THE WOODEN BRIDGE OVER LITTLE
 RA0175'SALMON RIVER, 400 FEET NORTHEAST OF A LARGE FRAME BARN, 110 FEET EAST
 RA0175'OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTHEAST OF THE NORTHEAST
 RA0175'EDGE OF A 3-FOOT ROCK CAIRN, IN THE TOP OF A POINTED GRANITE BOULDER,
 RA0175'AND ABOUT 1 FOOT HIGHER THAN THE GROUND.  A UNITED STATES GEOLOGICAL
 RA0175'SURVEY STANDARD DISK, STAMPED C 11 1921.
 RA0175
 RA0175                          STATION RECOVERY (1982)
 RA0175
 RA0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0175'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.75 KM
 RA0175'(1.1 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN RIGGINS, IN
 RA0175'TOP OF A GRANITE BOULDER 4 INCHES BELOW THE GROUND, IN THE NORTH END
 RA0175'OF A HORSE PASTURE FOR THE SQUAW CREEK RESORT, 0.2 KM (0.1 MI)
 RA0175'NORTHEAST OF MILEPOST 194, 0.65 KM (0.4 MI) SOUTHWEST OF THE SALMON
 RA0175'RIVER ROAD BRIDGE OVER THE LITTLE SALMON RIVER, 30.8 METERS (101 FT)
 RA0175'SOUTHEAST OF THE HIGHWAY CENTERLINE, 80.6 METERS (264.5 FT) NORTHEAST
 RA0175'OF THE EAST CORNER OF A LARGE WOODEN BARN, 26.5 METERS (87 FT)
 RA0175'SOUTHEAST OF A POWER POLE WITH A GUY WIRE ANCHORED ON A BOULDER,
 RA0175'7.8 METERS (25.5 FT) NORTHWEST OF POWER POLE 1/25 WITH TWO GUY WIRES,
 RA0175'4.6 METERS (15 FT) SOUTHEAST OF THE EXTENDED NORTHEAST WALL OF THE
 RA0175'BARN, 2.9 METERS (9.5 FT) NORTHEAST OF THE NORTHWEST ANCHOR FOR POWER
 RA0175'POLE 1/25.
 RA0175'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0360 ***********************************************************************
 PY0360  DESIGNATION -  C 11
 PY0360  PID         -  PY0360
 PY0360  STATE/COUNTY-  ID/FREMONT
 PY0360  USGS QUAD   -  REAS PASS (1986)
 PY0360
 PY0360                         *CURRENT SURVEY CONTROL
 PY0360  ___________________________________________________________________
 PY0360* NAD 83(1986)-  44 31 45.     (N)    111 14 47.     (W)     SCALED    
 PY0360* NAVD 88     -      2001.050  (meters)    6565.11   (feet)  POSTED    
 PY0360  ___________________________________________________________________
 PY0360  GEOID HEIGHT-          -9.09  (meters)                     GEOID03
 PY0360  DYNAMIC HT  -        1999.930 (meters)    6561.44  (feet)  COMP
 PY0360  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 PY0360
 PY0360  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0360
 PY0360.The horizontal coordinates were scaled from a topographic map and have
 PY0360.an estimated accuracy of +/- 6 seconds.
 PY0360
 PY0360.The orthometric height was determined by differential leveling
 PY0360.and adjusted by the National Geodetic Survey in 1992..
 PY0360.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0360.rate of 4.1 thru 8.0 mm/km.
 PY0360
 PY0360.The geoid height was determined by GEOID03.
 PY0360
 PY0360.The dynamic height is computed by dividing the NAVD 88
 PY0360.geopotential number by the normal gravity value computed on the
 PY0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0360.degrees latitude (g = 980.6199 gals.).
 PY0360
 PY0360.The modeled gravity was interpolated from observed gravity values.
 PY0360
 PY0360;                    North         East    Units  Estimated Accuracy
 PY0360;SPC ID E     -   318,400.      273,150.      MT  (+/- 180 meters Scaled)
 PY0360
 PY0360                          SUPERSEDED SURVEY CONTROL
 PY0360
 PY0360  NGVD 29 (??/??/92) 1999.705  (m)         6560.70   (f) ADJ UNCH    1 2
 PY0360
 PY0360.Superseded values are not recommended for survey control.
 PY0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0360.See file dsdata.txt to determine how the superseded data were derived.
 PY0360
 PY0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ804306(NAD 83)
 PY0360_MARKER: DB = BENCH MARK DISK
 PY0360_SETTING: 66 = SET IN ROCK OUTCROP
 PY0360_SP_SET: LAVA OUTCROP
 PY0360_STAMPING: C 11 1923 6560.774
 PY0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0360+STABILITY: POSITION/ELEVATION WELL
 PY0360
 PY0360  HISTORY     - Date     Condition        Report By
 PY0360  HISTORY     - 1923     MONUMENTED       CGS
 PY0360  HISTORY     - 1960     GOOD             NGS
 PY0360
 PY0360                          STATION DESCRIPTION
 PY0360
 PY0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0360'2.25 MI NE FROM BIG SPRINGS.
 PY0360'2.25 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0360'AT BIG SPRINGS, 116 FEET SOUTH OF MILEPOLE 93, IN TOP OF A LAVA
 PY0360'OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 47.5 FEET
 PY0360'EAST OF THE EAST RAIL, AND ABOUT 3 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0310 ***********************************************************************
 OX0310  DESIGNATION -  C 11
 OX0310  PID         -  OX0310
 OX0310  STATE/COUNTY-  ID/BONNEVILLE
 OX0310  USGS QUAD   -  CONANT VALLEY (1966)
 OX0310
 OX0310                         *CURRENT SURVEY CONTROL
 OX0310  ___________________________________________________________________
 OX0310* NAD 83(1986)-  43 28 01.     (N)    111 26 16.     (W)     SCALED    
 OX0310* NAVD 88     -      1596.467  (meters)    5237.74   (feet)  ADJUSTED  
 OX0310  ___________________________________________________________________
 OX0310  GEOID HEIGHT-         -10.49  (meters)                     GEOID03
 OX0310  DYNAMIC HT  -        1595.516 (meters)    5234.62  (feet)  COMP
 OX0310  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 OX0310
 OX0310  VERT ORDER  -  FIRST     CLASS II
 OX0310
 OX0310.The horizontal coordinates were scaled from a topographic map and have
 OX0310.an estimated accuracy of +/- 6 seconds.
 OX0310
 OX0310.The orthometric height was determined by differential leveling
 OX0310.and adjusted by the National Geodetic Survey in June 1991..
 OX0310
 OX0310.The geoid height was determined by GEOID03.
 OX0310
 OX0310.The dynamic height is computed by dividing the NAVD 88
 OX0310.geopotential number by the normal gravity value computed on the
 OX0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0310.degrees latitude (g = 980.6199 gals.).
 OX0310
 OX0310.The modeled gravity was interpolated from observed gravity values.
 OX0310
 OX0310;                    North         East    Units  Estimated Accuracy
 OX0310;SPC ID E     -   200,230.      258,980.      MT  (+/- 180 meters Scaled)
 OX0310
 OX0310                          SUPERSEDED SURVEY CONTROL
 OX0310
 OX0310  NGVD 29 (??/??/92) 1595.288  (m)         5233.87   (f) ADJ UNCH    1 2
 OX0310
 OX0310.Superseded values are not recommended for survey control.
 OX0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0310.See file dsdata.txt to determine how the superseded data were derived.
 OX0310
 OX0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP645127(NAD 83)
 OX0310_MARKER: DD = SURVEY DISK
 OX0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0310_STAMPING: C 11 1930
 OX0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0310+STABILITY: SURFACE MOTION
 OX0310
 OX0310  HISTORY     - Date     Condition        Report By
 OX0310  HISTORY     - 1930     MONUMENTED       USGS
 OX0310
 OX0310                          STATION DESCRIPTION
 OX0310
 OX0310'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0310'5.7 MI W FROM SWAN VALLEY.
 OX0310'5.7 MILES WEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY, BONNEVILLE
 OX0310'COUNTY, 2.7 MILES NORTHWEST OF THE SWAN VALLEY BRIDGE OVER SNAKE
 OX0310'RIVER, 82.7 FEET WEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 OX0310'NORTHWEST, AND 1.9 FEET NORTHWEST OF A FENCE.  A UNITED STATES
 OX0310'GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 11 1930 AND SET IN THE TOP
 OX0310'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0869 ***********************************************************************
 OX0869  DESIGNATION -  C 11 RESET
 OX0869  PID         -  OX0869
 OX0869  STATE/COUNTY-  ID/BONNEVILLE
 OX0869  USGS QUAD   -  CONANT VALLEY (1966)
 OX0869
 OX0869                         *CURRENT SURVEY CONTROL
 OX0869  ___________________________________________________________________
 OX0869* NAD 83(1986)-  43 28 01.     (N)    111 26 16.     (W)     SCALED    
 OX0869* NAVD 88     -      1596.23   (meters)    5237.0    (feet)  RESET     
 OX0869  ___________________________________________________________________
 OX0869  GEOID HEIGHT-         -10.49  (meters)                     GEOID03
 OX0869
 OX0869  VERT ORDER  -  THIRD
 OX0869
 OX0869.The horizontal coordinates were scaled from a topographic map and have
 OX0869.an estimated accuracy of +/- 6 seconds.
 OX0869
 OX0869.The orthometric height was computed from unverified reset data.
 OX0869.No vertical observational check was made to the station.
 OX0869
 OX0869.The geoid height was determined by GEOID03.
 OX0869
 OX0869;                    North         East    Units  Estimated Accuracy
 OX0869;SPC ID E     -   200,230.      258,980.      MT  (+/- 180 meters Scaled)
 OX0869
 OX0869                          SUPERSEDED SURVEY CONTROL
 OX0869
 OX0869  NGVD 29 (03/27/06) 1595.05   (m)         5233.1    (f) RESET       3  
 OX0869
 OX0869.Superseded values are not recommended for survey control.
 OX0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0869.See file dsdata.txt to determine how the superseded data were derived.
 OX0869
 OX0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP645127(NAD 83)
 OX0869_MARKER: DB = BENCH MARK DISK
 OX0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0869_SP_SET: CONCRETE POST
 OX0869_STAMPING: C 11 RESET 1984
 OX0869_MARK LOGO: IDDT  
 OX0869_PROJECTION: FLUSH
 OX0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0869+STABILITY: SURFACE MOTION
 OX0869
 OX0869  HISTORY     - Date     Condition        Report By
 OX0869  HISTORY     - 1984     MONUMENTED       IDDT
 OX0869
 OX0869                          STATION DESCRIPTION
 OX0869
 OX0869'DESCRIBED BY ID DEPT OF TRANSP 1984
 OX0869'9.2 KM (5.70 MI) WEST FROM SWAN VALLEY.
 OX0869'5.7 MILES WEST ALONG U.S. HIGHWAY 26, FROM ITS INTERSECTION WITH S.H.
 OX0869'31 IN SWAN VALLEY, 2.4 MILES NORTHWEST OF THE WEST END OF THE SWAN
 OX0869'VALLEY BRIDGE OVER THE SNAKE RIVER, NEAR THE END OF A CURVE TO THE
 OX0869'RIGHT, AT THE JUNCTION OF A ROAD TO THE LEFT LEADING WEST TO THE
 OX0869'CONANT VALLEY RANCH, 99 FEET SOUTHWEST OF THE CENTERLINE OF U.S. 26,
 OX0869'AND 21 FEET NORTH OF THE CENTERLINE OF THE RANCH ROAD, 1.0 FEET SOUTH
 OX0869'OF A POLE FENCE, 11.0 FEET WEST OF A CORNER POST IN THAT FENCE AND
 OX0869'1.5 FEET SOUTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0311 ***********************************************************************
 OX0311  DESIGNATION -  C 11 RM
 OX0311  PID         -  OX0311
 OX0311  STATE/COUNTY-  ID/BONNEVILLE
 OX0311  USGS QUAD   -  CONANT VALLEY (1966)
 OX0311
 OX0311                         *CURRENT SURVEY CONTROL
 OX0311  ___________________________________________________________________
 OX0311* NAD 83(1986)-  43 28 05.     (N)    111 26 17.     (W)     SCALED    
 OX0311* NAVD 88     -      1594.351  (meters)    5230.80   (feet)  ADJUSTED  
 OX0311  ___________________________________________________________________
 OX0311  GEOID HEIGHT-         -10.49  (meters)                     GEOID03
 OX0311  DYNAMIC HT  -        1593.401 (meters)    5227.68  (feet)  COMP
 OX0311  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 OX0311
 OX0311  VERT ORDER  -  FIRST     CLASS II
 OX0311
 OX0311.The horizontal coordinates were scaled from a topographic map and have
 OX0311.an estimated accuracy of +/- 6 seconds.
 OX0311
 OX0311.The orthometric height was determined by differential leveling
 OX0311.and adjusted by the National Geodetic Survey in June 1991..
 OX0311
 OX0311.The geoid height was determined by GEOID03.
 OX0311
 OX0311.The dynamic height is computed by dividing the NAVD 88
 OX0311.geopotential number by the normal gravity value computed on the
 OX0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0311.degrees latitude (g = 980.6199 gals.).
 OX0311
 OX0311.The modeled gravity was interpolated from observed gravity values.
 OX0311
 OX0311;                    North         East    Units  Estimated Accuracy
 OX0311;SPC ID E     -   200,350.      258,960.      MT  (+/- 180 meters Scaled)
 OX0311
 OX0311                          SUPERSEDED SURVEY CONTROL
 OX0311
 OX0311  NGVD 29 (??/??/92) 1593.170  (m)         5226.93   (f) ADJ UNCH    1 2
 OX0311
 OX0311.Superseded values are not recommended for survey control.
 OX0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0311.See file dsdata.txt to determine how the superseded data were derived.
 OX0311
 OX0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP645128(NAD 83)
 OX0311_MARKER: Q = CHISELED SQUARE
 OX0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0311_SP_SET: CULVERT
 OX0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0311
 OX0311  HISTORY     - Date     Condition        Report By
 OX0311  HISTORY     - UNK      MONUMENTED       USGS
 OX0311  HISTORY     - 1930     GOOD             USGS
 OX0311
 OX0311                          STATION DESCRIPTION
 OX0311
 OX0311'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0311'5.7 MI W FROM SWAN VALLEY.
 OX0311'5.7 MILES WEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY, BONNEVILLE
 OX0311'COUNTY, 2.7 MILES NORTHWEST OF THE SWAN VALLEY BRIDGE OVER SNAKE
 OX0311'RIVER, ABOUT 330 FEET NORTH OF BENCH MARK C 11 (USGS), ON THE TOP OF
 OX0311'THE WEST END OF A CONCRETE CULVERT, AND 14.5 FEET WEST OF THE
 OX0311'CENTERLINE OF THE HIGHWAY.  A CHISLED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0207 ***********************************************************************
 NV0207  DESIGNATION -  C 113
 NV0207  PID         -  NV0207
 NV0207  STATE/COUNTY-  ID/TWIN FALLS
 NV0207  USGS QUAD   -  HUB BUTTE (1979)
 NV0207
 NV0207                         *CURRENT SURVEY CONTROL
 NV0207  ___________________________________________________________________
 NV0207* NAD 83(1986)-  42 29 29.     (N)    114 29 59.     (W)     SCALED    
 NV0207* NAVD 88     -      1240.805  (meters)    4070.87   (feet)  ADJUSTED  
 NV0207  ___________________________________________________________________
 NV0207  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 NV0207  DYNAMIC HT  -        1240.110 (meters)    4068.59  (feet)  COMP
 NV0207  MODELED GRAV-     980,017.6   (mgal)                       NAVD 88
 NV0207
 NV0207  VERT ORDER  -  SECOND    CLASS 0
 NV0207
 NV0207.The horizontal coordinates were scaled from a topographic map and have
 NV0207.an estimated accuracy of +/- 6 seconds.
 NV0207
 NV0207.The orthometric height was determined by differential leveling
 NV0207.and adjusted by the National Geodetic Survey in June 1991..
 NV0207
 NV0207.The geoid height was determined by GEOID03.
 NV0207
 NV0207.The dynamic height is computed by dividing the NAVD 88
 NV0207.geopotential number by the normal gravity value computed on the
 NV0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0207.degrees latitude (g = 980.6199 gals.).
 NV0207
 NV0207.The modeled gravity was interpolated from observed gravity values.
 NV0207
 NV0207;                    North         East    Units  Estimated Accuracy
 NV0207;SPC ID C     -    91,720.      458,920.      MT  (+/- 180 meters Scaled)
 NV0207
 NV0207                          SUPERSEDED SURVEY CONTROL
 NV0207
 NV0207  NGVD 29 (??/??/92) 1239.883  (m)         4067.85   (f) ADJ UNCH    2 0
 NV0207
 NV0207.Superseded values are not recommended for survey control.
 NV0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0207.See file dsdata.txt to determine how the superseded data were derived.
 NV0207
 NV0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH054073(NAD 83)
 NV0207_MARKER: DB = BENCH MARK DISK
 NV0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0207_SP_SET: CONCRETE DITCH
 NV0207_STAMPING: C 113 1963
 NV0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0207
 NV0207  HISTORY     - Date     Condition        Report By
 NV0207  HISTORY     - 1963     MONUMENTED       CGS
 NV0207  HISTORY     - 1967     GOOD             NGS
 NV0207  HISTORY     - 1979     GOOD             USGS
 NV0207
 NV0207                          STATION DESCRIPTION
 NV0207
 NV0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NV0207'7.4 MI SW FROM TWIN FALLS.
 NV0207'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 74
 NV0207'IN TWIN FALLS, GO SOUTH AND WEST ON HIGHWAY 74 FOR 4.3 MILES TO A
 NV0207'CROSSROADS AND COUNTRY STORE ON LEFT.  TURN LEFT (SOUTH) AND GO 2.0
 NV0207'MILES TO A T ROAD INTERSECTION.  TURN LEFT (EAST) AND GO 0.8 MILES TO
 NV0207'A CROSS ROAD AND MARK ON THE LEFT, 23.0 FEET NORTH OF THE CENTERLINE
 NV0207'OF THE EAST-WEST ROAD AND 40.0 FEET WEST OF THE CENTERLINE OF THE
 NV0207'NORTH-SOUTH ROAD.  THE MARK IS A STANDARD B.M.DISK STAMPED C 113, 1963
 NV0207'AND IS SET IN A DRILL HOLE IN A CONCRETE IRRIGATION DITCH HEADWALL.
 NV0207
 NV0207                          STATION RECOVERY (1967)
 NV0207
 NV0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NV0207'RECOVERED IN GOOD CONDITION.
 NV0207
 NV0207                          STATION RECOVERY (1979)
 NV0207
 NV0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NV0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0004 ***********************************************************************
 NU0004  DESIGNATION -  C 115
 NU0004  PID         -  NU0004
 NU0004  STATE/COUNTY-  ID/BANNOCK
 NU0004  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0004
 NU0004                         *CURRENT SURVEY CONTROL
 NU0004  ___________________________________________________________________
 NU0004* NAD 83(1986)-  42 51 09.     (N)    112 26 06.     (W)     SCALED    
 NU0004* NAVD 88     -      1359.965  (meters)    4461.82   (feet)  ADJUSTED  
 NU0004  ___________________________________________________________________
 NU0004  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 NU0004  DYNAMIC HT  -        1359.195 (meters)    4459.29  (feet)  COMP
 NU0004  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 NU0004
 NU0004  VERT ORDER  -  FIRST     CLASS I
 NU0004
 NU0004.The horizontal coordinates were scaled from a topographic map and have
 NU0004.an estimated accuracy of +/- 6 seconds.
 NU0004
 NU0004.The orthometric height was determined by differential leveling
 NU0004.and adjusted by the National Geodetic Survey in June 1991..
 NU0004
 NU0004.The geoid height was determined by GEOID03.
 NU0004
 NU0004.The dynamic height is computed by dividing the NAVD 88
 NU0004.geopotential number by the normal gravity value computed on the
 NU0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0004.degrees latitude (g = 980.6199 gals.).
 NU0004
 NU0004.The modeled gravity was interpolated from observed gravity values.
 NU0004
 NU0004;                    North         East    Units  Estimated Accuracy
 NU0004;SPC ID E     -   131,750.      178,070.      MT  (+/- 180 meters Scaled)
 NU0004
 NU0004                          SUPERSEDED SURVEY CONTROL
 NU0004
 NU0004  NGVD 29 (08/20/92) 1358.924  (m)         4458.40   (f) ADJUSTED    1 1
 NU0004
 NU0004.Superseded values are not recommended for survey control.
 NU0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0004.See file dsdata.txt to determine how the superseded data were derived.
 NU0004
 NU0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN827454(NAD 83)
 NU0004_MARKER: DB = BENCH MARK DISK
 NU0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0004_SP_SET: WALL
 NU0004_STAMPING: C 115 1958
 NU0004_MARK LOGO: CGS   
 NU0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0004
 NU0004  HISTORY     - Date     Condition        Report By
 NU0004  HISTORY     - 1958     MONUMENTED       CGS
 NU0004  HISTORY     - 1967     GOOD             NGS
 NU0004  HISTORY     - 1983     GOOD             NGS
 NU0004  HISTORY     - 1983     GOOD             NGS
 NU0004
 NU0004                          STATION DESCRIPTION
 NU0004
 NU0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0004'0.9 MI SE FROM POCATELLO.
 NU0004'0.9 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0004'AT POCATELLO, AT THE EAST ONE OF FOUR TWO STORY BRICK CONTROL TOWERS,
 NU0004'SET VERTICALLY IN THE NORTHEAST BRICK WALL, 1.1 FEET NORTHWEST OF THE
 NU0004'EAST CORNER, AND 3.0 FEET ABOVE THE GROUND.
 NU0004
 NU0004                          STATION RECOVERY (1967)
 NU0004
 NU0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0004'RECOVERED IN GOOD CONDITION.
 NU0004
 NU0004                          STATION RECOVERY (1983)
 NU0004
 NU0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0004'RECOVERED IN GOOD CONDITION.
 NU0004
 NU0004                          STATION RECOVERY (1983)
 NU0004
 NU0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0957 ***********************************************************************
 NU0957  DESIGNATION -  C 116
 NU0957  PID         -  NU0957
 NU0957  STATE/COUNTY-  ID/CASSIA
 NU0957  USGS QUAD   -  MALTA (1968)
 NU0957
 NU0957                         *CURRENT SURVEY CONTROL
 NU0957  ___________________________________________________________________
 NU0957* NAD 83(1986)-  42 20 08.     (N)    113 22 12.     (W)     SCALED    
 NU0957* NAVD 88     -      1371.641  (meters)    4500.13   (feet)  ADJUSTED  
 NU0957  ___________________________________________________________________
 NU0957  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NU0957  DYNAMIC HT  -        1370.778 (meters)    4497.29  (feet)  COMP
 NU0957  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 NU0957
 NU0957  VERT ORDER  -  FIRST     CLASS II
 NU0957
 NU0957.The horizontal coordinates were scaled from a topographic map and have
 NU0957.an estimated accuracy of +/- 6 seconds.
 NU0957
 NU0957.The orthometric height was determined by differential leveling
 NU0957.and adjusted by the National Geodetic Survey in June 1991..
 NU0957
 NU0957.The geoid height was determined by GEOID03.
 NU0957
 NU0957.The dynamic height is computed by dividing the NAVD 88
 NU0957.geopotential number by the normal gravity value computed on the
 NU0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0957.degrees latitude (g = 980.6199 gals.).
 NU0957
 NU0957.The modeled gravity was interpolated from observed gravity values.
 NU0957
 NU0957;                    North         East    Units  Estimated Accuracy
 NU0957;SPC ID C     -    74,480.      551,920.      MT  (+/- 180 meters Scaled)
 NU0957
 NU0957                          SUPERSEDED SURVEY CONTROL
 NU0957
 NU0957  NGVD 29 (??/??/92) 1370.613  (m)         4496.75   (f) ADJ UNCH    1 2
 NU0957
 NU0957.Superseded values are not recommended for survey control.
 NU0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0957.See file dsdata.txt to determine how the superseded data were derived.
 NU0957
 NU0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM047897(NAD 83)
 NU0957_MARKER: DB = BENCH MARK DISK
 NU0957_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU0957_SP_SET: PREFAB CONC. POST IN EARTH
 NU0957_STAMPING: C 116 1958
 NU0957_MARK LOGO: CGS   
 NU0957_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0957
 NU0957  HISTORY     - Date     Condition        Report By
 NU0957  HISTORY     - 1958     MONUMENTED       CGS
 NU0957  HISTORY     - 19741206 GOOD             USGS
 NU0957
 NU0957                          STATION DESCRIPTION
 NU0957
 NU0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0957'1.95 MI N FROM MALTA.
 NU0957'1.95 MILES NORTH ALONG U.S. HIGHWAY 30 SOUTH FROM THE POST OFFICE AT
 NU0957'MALTA, BETWEEN AN EAST-WEST BLADED FIRE BRAKE AND A FENCE, 152 1/2
 NU0957'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 99 FEET WEST OF A FENCE
 NU0957'CORNER POST, 5 FEET SOUTH OF THE CENTER LINE OF THE FIRE BREAK, 1.1
 NU0957'FEET NORTH OF THE FENCE, 2.3 FEET EAST OF A WITNESS POST, LEVEL WITH
 NU0957'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 NU0957'ABOVE THE GROUND.
 NU0957
 NU0957                          STATION RECOVERY (1974)
 NU0957
 NU0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0525 ***********************************************************************
 OY0525  DESIGNATION -  C 117
 OY0525  PID         -  OY0525
 OY0525  STATE/COUNTY-  ID/BUTTE
 OY0525  USGS QUAD   -  ARCO SOUTH (1972)
 OY0525
 OY0525                         *CURRENT SURVEY CONTROL
 OY0525  ___________________________________________________________________
 OY0525* NAD 83(1986)-  43 36 19.     (N)    113 20 03.     (W)     SCALED    
 OY0525* NAVD 88     -      1624.651  (meters)    5330.21   (feet)  ADJUSTED  
 OY0525  ___________________________________________________________________
 OY0525  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 OY0525  DYNAMIC HT  -        1623.722 (meters)    5327.16  (feet)  COMP
 OY0525  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 OY0525
 OY0525  VERT ORDER  -  SECOND    CLASS 0
 OY0525
 OY0525.This mark is at Butte County Airport (AOC)
 OY0525
 OY0525.The horizontal coordinates were scaled from a topographic map and have
 OY0525.an estimated accuracy of +/- 6 seconds.
 OY0525
 OY0525.The orthometric height was determined by differential leveling
 OY0525.and adjusted by the National Geodetic Survey in June 1991..
 OY0525
 OY0525.The geoid height was determined by GEOID03.
 OY0525
 OY0525.The dynamic height is computed by dividing the NAVD 88
 OY0525.geopotential number by the normal gravity value computed on the
 OY0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0525.degrees latitude (g = 980.6199 gals.).
 OY0525
 OY0525.The modeled gravity was interpolated from observed gravity values.
 OY0525
 OY0525;                    North         East    Units  Estimated Accuracy
 OY0525;SPC ID C     -   215,560.      553,750.      MT  (+/- 180 meters Scaled)
 OY0525
 OY0525                          SUPERSEDED SURVEY CONTROL
 OY0525
 OY0525  NGVD 29 (??/??/92) 1623.535  (m)         5326.55   (f) ADJ UNCH    2 0
 OY0525
 OY0525.Superseded values are not recommended for survey control.
 OY0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0525.See file dsdata.txt to determine how the superseded data were derived.
 OY0525
 OY0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP116306(NAD 83)
 OY0525_MARKER: DB = BENCH MARK DISK
 OY0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0525_STAMPING: C 117 1958
 OY0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0525+STABILITY: SURFACE MOTION
 OY0525
 OY0525  HISTORY     - Date     Condition        Report By
 OY0525  HISTORY     - 1958     MONUMENTED       CGS
 OY0525
 OY0525                          STATION DESCRIPTION
 OY0525
 OY0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0525'2.9 MI SW FROM ARCO.
 OY0525'2.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0525'0.1 MILE NORTHEAST OF A FENCE CORNER AND THE SOUTHWEST END OF THE ARCO
 OY0525'MUNICIPAL AIRPORT RUNWAY, 202 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 OY0525'A NORTHEAST-SOUTHWEST RUNWAY, 52 1/2 FEET SOUTHEAST OF THE CENTER LINE
 OY0525'OF THE HIGHWAY, 28.5 FEET SOUTHEAST OF A 4-BY 4-INCH WOODEN POST
 OY0525'SUPPORTING A MILEPOST SIGN, 1.7 FEET SOUTHWEST OF A WITNESS POST, 1.0
 OY0525'FOOT NORTHWEST OF A FENCE, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND
 OY0525'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 OY0525'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0570 ***********************************************************************
 OY0570  DESIGNATION -  C 118
 OY0570  PID         -  OY0570
 OY0570  STATE/COUNTY-  ID/BUTTE
 OY0570  USGS QUAD   -  FINGERS BUTTE (1972)
 OY0570
 OY0570                         *CURRENT SURVEY CONTROL
 OY0570  ___________________________________________________________________
 OY0570* NAD 83(1986)-  43 29 01.     (N)    113 15 12.     (W)     SCALED    
 OY0570* NAVD 88     -      1623.974  (meters)    5327.99   (feet)  ADJUSTED  
 OY0570  ___________________________________________________________________
 OY0570  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 OY0570  DYNAMIC HT  -        1623.069 (meters)    5325.02  (feet)  COMP
 OY0570  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 OY0570
 OY0570  VERT ORDER  -  SECOND    CLASS 0
 OY0570
 OY0570.The horizontal coordinates were scaled from a topographic map and have
 OY0570.an estimated accuracy of +/- 6 seconds.
 OY0570
 OY0570.The orthometric height was determined by differential leveling
 OY0570.and adjusted by the National Geodetic Survey in June 1991..
 OY0570
 OY0570.The geoid height was determined by GEOID03.
 OY0570
 OY0570.The dynamic height is computed by dividing the NAVD 88
 OY0570.geopotential number by the normal gravity value computed on the
 OY0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0570.degrees latitude (g = 980.6199 gals.).
 OY0570
 OY0570.The modeled gravity was interpolated from observed gravity values.
 OY0570
 OY0570;                    North         East    Units  Estimated Accuracy
 OY0570;SPC ID C     -   202,100.      560,400.      MT  (+/- 180 meters Scaled)
 OY0570
 OY0570                          SUPERSEDED SURVEY CONTROL
 OY0570
 OY0570  NGVD 29 (??/??/92) 1622.897  (m)         5324.45   (f) ADJ UNCH    2 0
 OY0570
 OY0570.Superseded values are not recommended for survey control.
 OY0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0570.See file dsdata.txt to determine how the superseded data were derived.
 OY0570
 OY0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP177169(NAD 83)
 OY0570_MARKER: DB = BENCH MARK DISK
 OY0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0570_STAMPING: C 118 1958
 OY0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0570+STABILITY: SURFACE MOTION
 OY0570
 OY0570  HISTORY     - Date     Condition        Report By
 OY0570  HISTORY     - 1958     MONUMENTED       CGS
 OY0570
 OY0570                          STATION DESCRIPTION
 OY0570
 OY0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0570'12.0 MI S FROM ARCO.
 OY0570'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0570'THENCE 10.1 MILES SOUTH AND SOUTHEAST ALONG A DIRT ROAD, AT THE
 OY0570'SOUTHEAST END OF A CURVE, 42 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 OY0570'THE ROAD, 75 FEET SOUTH OF THE CENTER OF THE CURVE, 1.8 FEET NORTHEAST
 OY0570'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 OY0570'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0587 ***********************************************************************
 OY0587  DESIGNATION -  C 119
 OY0587  PID         -  OY0587
 OY0587  STATE/COUNTY-  ID/BUTTE
 OY0587  USGS QUAD   -  SERVICEBERRY BUTTE (1972)
 OY0587
 OY0587                         *CURRENT SURVEY CONTROL
 OY0587  ___________________________________________________________________
 OY0587* NAD 83(1986)-  43 21 33.     (N)    113 13 46.     (W)     SCALED    
 OY0587* NAVD 88     -      1594.623  (meters)    5231.69   (feet)  ADJUSTED  
 OY0587  ___________________________________________________________________
 OY0587  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 OY0587  DYNAMIC HT  -        1593.712 (meters)    5228.70  (feet)  COMP
 OY0587  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 OY0587
 OY0587  VERT ORDER  -  SECOND    CLASS 0
 OY0587
 OY0587.The horizontal coordinates were scaled from a topographic map and have
 OY0587.an estimated accuracy of +/- 6 seconds.
 OY0587
 OY0587.The orthometric height was determined by differential leveling
 OY0587.and adjusted by the National Geodetic Survey in June 1991..
 OY0587
 OY0587.The geoid height was determined by GEOID03.
 OY0587
 OY0587.The dynamic height is computed by dividing the NAVD 88
 OY0587.geopotential number by the normal gravity value computed on the
 OY0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0587.degrees latitude (g = 980.6199 gals.).
 OY0587
 OY0587.The modeled gravity was interpolated from observed gravity values.
 OY0587
 OY0587;                    North         East    Units  Estimated Accuracy
 OY0587;SPC ID C     -   188,290.      562,460.      MT  (+/- 180 meters Scaled)
 OY0587
 OY0587                          SUPERSEDED SURVEY CONTROL
 OY0587
 OY0587  NGVD 29 (??/??/92) 1593.540  (m)         5228.14   (f) ADJ UNCH    2 0
 OY0587
 OY0587.Superseded values are not recommended for survey control.
 OY0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0587.See file dsdata.txt to determine how the superseded data were derived.
 OY0587
 OY0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP193031(NAD 83)
 OY0587_MARKER: DB = BENCH MARK DISK
 OY0587_SETTING: 66 = SET IN ROCK OUTCROP
 OY0587_SP_SET: ROCK OUTCROP
 OY0587_STAMPING: C 119 1958
 OY0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0587+STABILITY: POSITION/ELEVATION WELL
 OY0587
 OY0587  HISTORY     - Date     Condition        Report By
 OY0587  HISTORY     - 1958     MONUMENTED       CGS
 OY0587
 OY0587                          STATION DESCRIPTION
 OY0587
 OY0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0587'21.35 MI S FROM ARCO.
 OY0587'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0587'THENCE 19.45 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, 0.05
 OY0587'MILE NORTH OF THE APPROXIMATE CENTER OF A CURVE, ON A SMALL LAVA ROCK
 OY0587'KNOLL, IN TOP OF A LEDGE OF LARGE LAVA OUTCROP WHICH PROJECTS 3 FEET
 OY0587'HIGHER THAN THE GROUND, 48 1/2 FEET WEST OF THE CENTER LINE OF THE
 OY0587'ROAD, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0170 ***********************************************************************
 RA0170  DESIGNATION -  C 12
 RA0170  PID         -  RA0170
 RA0170  STATE/COUNTY-  ID/IDAHO
 RA0170  USGS QUAD   -  RIGGINS (1964)
 RA0170
 RA0170                         *CURRENT SURVEY CONTROL
 RA0170  ___________________________________________________________________
 RA0170* NAD 83(1986)-  45 26 15.     (N)    116 19 05.     (W)     SCALED    
 RA0170* NAVD 88     -       529.753  (meters)    1738.03   (feet)  ADJUSTED  
 RA0170  ___________________________________________________________________
 RA0170  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 RA0170  DYNAMIC HT  -         529.640 (meters)    1737.66  (feet)  COMP
 RA0170  MODELED GRAV-     980,387.0   (mgal)                       NAVD 88
 RA0170
 RA0170  VERT ORDER  -  FIRST     CLASS II
 RA0170
 RA0170.The horizontal coordinates were scaled from a topographic map and have
 RA0170.an estimated accuracy of +/- 6 seconds.
 RA0170
 RA0170.The orthometric height was determined by differential leveling
 RA0170.and adjusted by the National Geodetic Survey in June 1991..
 RA0170
 RA0170.The geoid height was determined by GEOID03.
 RA0170
 RA0170.The dynamic height is computed by dividing the NAVD 88
 RA0170.geopotential number by the normal gravity value computed on the
 RA0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0170.degrees latitude (g = 980.6199 gals.).
 RA0170
 RA0170.The modeled gravity was interpolated from observed gravity values.
 RA0170
 RA0170;                    North         East    Units  Estimated Accuracy
 RA0170;SPC ID W     -   419,080.      755,560.      MT  (+/- 180 meters Scaled)
 RA0170
 RA0170                          SUPERSEDED SURVEY CONTROL
 RA0170
 RA0170  NGVD 29 (??/??/92)  528.674  (m)         1734.49   (f) ADJ UNCH    1 2
 RA0170
 RA0170.Superseded values are not recommended for survey control.
 RA0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0170.See file dsdata.txt to determine how the superseded data were derived.
 RA0170
 RA0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL533317(NAD 83)
 RA0170_MARKER: DD = SURVEY DISK
 RA0170_SETTING: 66 = SET IN ROCK OUTCROP
 RA0170_SP_SET: SHALE OUTCROP
 RA0170_STAMPING: C 12 1921
 RA0170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0170+STABILITY: POSITION/ELEVATION WELL
 RA0170
 RA0170  HISTORY     - Date     Condition        Report By
 RA0170  HISTORY     - 1921     MONUMENTED       USGS
 RA0170  HISTORY     - 1967     MARK NOT FOUND   NGS
 RA0170  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0170  HISTORY     - 1985     GOOD             NGS
 RA0170
 RA0170                          STATION DESCRIPTION
 RA0170
 RA0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0170'1.5 MI N FROM RIGGINS.
 RA0170'1.5 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE PUBLIC SCHOOL AT
 RA0170'RIGGINS, IDAHO COUNTY, 0.6 MILE SOUTHWEST OF THE STEEL BRIDGE OVER
 RA0170'SALMON RIVER, 90 FEET NORTH OF THE NORTH CORNER OF THE CONCRETE BRIDGE
 RA0170'OVER RACE CREEK, 64 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RA0170'11.5 FEET SOUTHWEST OF THE CENTER LINE OF THE RACE CREEK ROAD, 3.1
 RA0170'FEET SOUTH OF THE NORTHEAST CORNER OF A BOARD FENCE, IN THE TOP OF A
 RA0170'SHALE OUTCROP, AND 2 FEET LOWER THAN THE ROAD.  A UNITED STATES
 RA0170'GEOLOGICAL SURVEY STANDARD DISK STAMPED C 12 1921.  NOTE-- IT WAS
 RA0170'REPORTED IN 1936 THAT THIS BENCH MARK WAS SLIGHTLY INCLINED.  THE ROD
 RA0170'WAS HELD ON THE CENTER OF THE DISK.  NOTE-- RACE CREEK ROAD HAS BEEN
 RA0170'IMPROVED AND THE BOARD FENCE IS GONE, THIS MARK MAY HAVE BEEN
 RA0170'DESTROYED.
 RA0170
 RA0170                          STATION RECOVERY (1982)
 RA0170
 RA0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0170'NOT RECOVERED.
 RA0170
 RA0170                          STATION RECOVERY (1985)
 RA0170
 RA0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RA0170'THE MARK IS NOW IN RACE CREEK ROAD, AND IS BADLY SCARED, A RESET MARK
 RA0170'WAS SET ABOUT 25 METERS NORTHEAST. IT IS 20.6 METERS WEST OF U.S 95.
 RA0170'2.4 METERS SOUTH OF THE CENTERLINE OF RACE CR ROAD 8.8 METERS SOUTH
 RA0170'OF RACE CR ROAD SIGN. TO REACH FROM THE POST OFFICE IN RIGGINS GO
 RA0170'NORTH ON US 95 FOR 1.46 MILES TO RACE CREEK ROAD AND THE MARK ON THE
 RA0170'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0232 ***********************************************************************
 OX0232  DESIGNATION -  C 12
 OX0232  PID         -  OX0232
 OX0232  STATE/COUNTY-  ID/BONNEVILLE
 OX0232  USGS QUAD   -  WHEATON MTN (1966)
 OX0232
 OX0232                         *CURRENT SURVEY CONTROL
 OX0232  ___________________________________________________________________
 OX0232* NAD 83(1986)-  43 30 21.     (N)    111 28 19.     (W)     SCALED    
 OX0232* NAVD 88     -      1747.494  (meters)    5733.24   (feet)  ADJUSTED  
 OX0232  ___________________________________________________________________
 OX0232  GEOID HEIGHT-         -10.51  (meters)                     GEOID03
 OX0232  DYNAMIC HT  -        1746.435 (meters)    5729.76  (feet)  COMP
 OX0232  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 OX0232
 OX0232  VERT ORDER  -  FIRST     CLASS II
 OX0232
 OX0232.The horizontal coordinates were scaled from a topographic map and have
 OX0232.an estimated accuracy of +/- 6 seconds.
 OX0232
 OX0232.The orthometric height was determined by differential leveling
 OX0232.and adjusted by the National Geodetic Survey in June 1991..
 OX0232
 OX0232.The geoid height was determined by GEOID03.
 OX0232
 OX0232.The dynamic height is computed by dividing the NAVD 88
 OX0232.geopotential number by the normal gravity value computed on the
 OX0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0232.degrees latitude (g = 980.6199 gals.).
 OX0232
 OX0232.The modeled gravity was interpolated from observed gravity values.
 OX0232
 OX0232;                    North         East    Units  Estimated Accuracy
 OX0232;SPC ID E     -   204,530.      256,180.      MT  (+/- 180 meters Scaled)
 OX0232
 OX0232                          SUPERSEDED SURVEY CONTROL
 OX0232
 OX0232  NGVD 29 (??/??/92) 1746.299  (m)         5729.32   (f) ADJ UNCH    1 2
 OX0232
 OX0232.Superseded values are not recommended for survey control.
 OX0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0232.See file dsdata.txt to determine how the superseded data were derived.
 OX0232
 OX0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP618170(NAD 83)
 OX0232_MARKER: DD = SURVEY DISK
 OX0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0232_STAMPING: C 12 1930
 OX0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0232+STABILITY: SURFACE MOTION
 OX0232
 OX0232  HISTORY     - Date     Condition        Report By
 OX0232  HISTORY     - 1930     MONUMENTED       USGS
 OX0232
 OX0232                          STATION DESCRIPTION
 OX0232
 OX0232'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0232'9.4 MI NW FROM SWAN VALLEY.
 OX0232'9.4 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0232'BONNEVILLE COUNTY, 6.4 MILES NORTHWEST OF THE SWAN VALLEY BRIDGE OVER
 OX0232'SNAKE RIVER, 40.8 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 OX0232'15.6 FEET SOUTHEAST OF THE CENTERLINE OF A PRIVATE CROSS ROAD, AND 0.7
 OX0232'FEET NORTHEAST OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 OX0232'DISK, STAMPED C 12 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1435 ***********************************************************************
 RA1435  DESIGNATION -  C 12 RESET
 RA1435  PID         -  RA1435
 RA1435  STATE/COUNTY-  ID/IDAHO
 RA1435  USGS QUAD   -  RIGGINS (1964)
 RA1435
 RA1435                         *CURRENT SURVEY CONTROL
 RA1435  ___________________________________________________________________
 RA1435* NAD 83(1986)-  45 26 15.     (N)    116 19 05.     (W)     SCALED    
 RA1435* NAVD 88     -       529.09   (meters)    1735.9    (feet)  RESET     
 RA1435  ___________________________________________________________________
 RA1435  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 RA1435
 RA1435  VERT ORDER  -  THIRD
 RA1435
 RA1435.The horizontal coordinates were scaled from a topographic map and have
 RA1435.an estimated accuracy of +/- 6 seconds.
 RA1435
 RA1435.The orthometric height was computed from unverified reset data.
 RA1435.No vertical observational check was made to the station.
 RA1435
 RA1435.The geoid height was determined by GEOID03.
 RA1435
 RA1435;                    North         East    Units  Estimated Accuracy
 RA1435;SPC ID W     -   419,080.      755,560.      MT  (+/- 180 meters Scaled)
 RA1435
 RA1435                          SUPERSEDED SURVEY CONTROL
 RA1435
 RA1435  NGVD 29 (03/27/06)  528.01   (m)         1732.3    (f) RESET       3  
 RA1435
 RA1435.Superseded values are not recommended for survey control.
 RA1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1435.See file dsdata.txt to determine how the superseded data were derived.
 RA1435
 RA1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL533317(NAD 83)
 RA1435_MARKER: DB = BENCH MARK DISK
 RA1435_SETTING: 66 = SET IN ROCK OUTCROP
 RA1435_SP_SET: ROCK OUTCROP
 RA1435_STAMPING: C 12 USGS RESET 1985
 RA1435_MARK LOGO: NGS   
 RA1435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1435+STABILITY: POSITION/ELEVATION WELL
 RA1435
 RA1435  HISTORY     - Date     Condition        Report By
 RA1435  HISTORY     - 1985     MONUMENTED       NGS
 RA1435  HISTORY     - 19950621 GOOD             USPSQD
 RA1435
 RA1435                          STATION DESCRIPTION
 RA1435
 RA1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RA1435'2.3 KM (1.45 MI) NORTH FROM RIGGINS.
 RA1435'FROM THE POST OFFICE IN RIGGINS, GO NORTH 1.45 MILES TO RACE CREEK
 RA1435'ROAD AND MARK ON LEFT, 13.5 METERS NORTH OF THE CENTERLINE OF RACE
 RA1435'CREEK ROAD, 7.8 METERS WEST OF THE CENTERLINE OF US 95, 8.8 METERS
 RA1435'SOUTHEAST OF A POWERPOLE, AND 1.5 METERS SOUTHWEST OF A WITNESS POST,
 RA1435'IN A ROCK OUTCROP THAT IS ABOUT 42 METERS SQUARE.
 RA1435
 RA1435                          STATION RECOVERY (1995)
 RA1435
 RA1435'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0710 ***********************************************************************
 OY0710  DESIGNATION -  C 120
 OY0710  PID         -  OY0710
 OY0710  STATE/COUNTY-  ID/BLAINE
 OY0710  USGS QUAD   -  PADDELFORD FLAT (1979)
 OY0710
 OY0710                         *CURRENT SURVEY CONTROL
 OY0710  ___________________________________________________________________
 OY0710* NAD 83(1986)-  43 20 19.     (N)    113 52 30.     (W)     SCALED    
 OY0710* NAVD 88     -      1468.414  (meters)    4817.62   (feet)  ADJUSTED  
 OY0710  ___________________________________________________________________
 OY0710  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 OY0710  DYNAMIC HT  -        1467.602 (meters)    4814.96  (feet)  COMP
 OY0710  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 OY0710
 OY0710  VERT ORDER  -  SECOND    CLASS 0
 OY0710
 OY0710.The horizontal coordinates were scaled from a topographic map and have
 OY0710.an estimated accuracy of +/- 6 seconds.
 OY0710
 OY0710.The orthometric height was determined by differential leveling
 OY0710.and adjusted by the National Geodetic Survey in June 1991..
 OY0710
 OY0710.The geoid height was determined by GEOID03.
 OY0710
 OY0710.The dynamic height is computed by dividing the NAVD 88
 OY0710.geopotential number by the normal gravity value computed on the
 OY0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0710.degrees latitude (g = 980.6199 gals.).
 OY0710
 OY0710.The modeled gravity was interpolated from observed gravity values.
 OY0710
 OY0710;                    North         East    Units  Estimated Accuracy
 OY0710;SPC ID C     -   185,720.      510,140.      MT  (+/- 180 meters Scaled)
 OY0710
 OY0710                          SUPERSEDED SURVEY CONTROL
 OY0710
 OY0710  NGVD 29 (??/??/92) 1467.376  (m)         4814.22   (f) ADJ UNCH    2 0
 OY0710
 OY0710.Superseded values are not recommended for survey control.
 OY0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0710.See file dsdata.txt to determine how the superseded data were derived.
 OY0710
 OY0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP669024(NAD 83)
 OY0710_MARKER: DB = BENCH MARK DISK
 OY0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0710_STAMPING: C 120 1958
 OY0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0710+STABILITY: SURFACE MOTION
 OY0710
 OY0710  HISTORY     - Date     Condition        Report By
 OY0710  HISTORY     - 1958     MONUMENTED       CGS
 OY0710  HISTORY     - 1978     GOOD             NGS
 OY0710
 OY0710                          STATION DESCRIPTION
 OY0710
 OY0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0710'5.3 MI NE FROM CAREY.
 OY0710'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0710'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, 146 FEET WEST-SOUTHWEST OF
 OY0710'THE CENTER OF THE JUNCTION OF A DIRT ROAD EAST, 49 1/2 FEET SOUTHEAST
 OY0710'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF THE CENTER OF THE
 OY0710'SOUTHEAST END OF AN 18-INCH PIPE CULVERT WITH A SMALL CONCRETE HEAD
 OY0710'WALL, 159 FEET SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 1.7 FEET
 OY0710'SOUTHWEST OF A WITNESS POST, 1.0 FOOT NORTHWEST OF A FENCE, ABOUT
 OY0710'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OY0710'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OY0710
 OY0710                          STATION RECOVERY (1978)
 OY0710
 OY0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OY0710'REACHED FROM THE CAREY POST OFFICE BY GOING NORTHEAST ON U.S.
 OY0710'HIGHWAYS 20, 26, AND 93 FOR 4.65 MILES TO THE BENCH MARK ON THE
 OY0710'RIGHT, THIS 0.45 MILE BEFORE REACHING MILEPOST NO. 210, 225 FEET
 OY0710'SOUTHWEST OF THE JUNCTION OF A GRAVELED ROAD EAST, 182 FEET SOUTHWEST
 OY0710'OF THE FENCE CORNER, 154 FEET SOUTHWEST OF A POWER POLE WITH GUY
 OY0710'WIRE, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE, AND LEVEL WITH
 OY0710'THE HIGHWAY, SET IN A CONCRETE POST THAT PROJECTS 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0443 ***********************************************************************
 OY0443  DESIGNATION -  C 121
 OY0443  PID         -  OY0443
 OY0443  STATE/COUNTY-  ID/BINGHAM
 OY0443  USGS QUAD   -  COFFEE POINT SW (1973)
 OY0443
 OY0443                         *CURRENT SURVEY CONTROL
 OY0443  ___________________________________________________________________
 OY0443* NAD 83(1986)-  43 03 09.     (N)    112 56 19.     (W)     SCALED    
 OY0443* NAVD 88     -      1423.394  (meters)    4669.92   (feet)  ADJUSTED  
 OY0443  ___________________________________________________________________
 OY0443  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OY0443  DYNAMIC HT  -        1422.588 (meters)    4667.27  (feet)  COMP
 OY0443  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 OY0443
 OY0443  VERT ORDER  -  SECOND    CLASS 0
 OY0443
 OY0443.The horizontal coordinates were scaled from a topographic map and have
 OY0443.an estimated accuracy of +/- 6 seconds.
 OY0443
 OY0443.The orthometric height was determined by differential leveling
 OY0443.and adjusted by the National Geodetic Survey in June 1991..
 OY0443
 OY0443.The geoid height was determined by GEOID03.
 OY0443
 OY0443.The dynamic height is computed by dividing the NAVD 88
 OY0443.geopotential number by the normal gravity value computed on the
 OY0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0443.degrees latitude (g = 980.6199 gals.).
 OY0443
 OY0443.The modeled gravity was interpolated from observed gravity values.
 OY0443
 OY0443;                    North         East    Units  Estimated Accuracy
 OY0443;SPC ID E     -   154,220.      137,110.      MT  (+/- 180 meters Scaled)
 OY0443
 OY0443                          SUPERSEDED SURVEY CONTROL
 OY0443
 OY0443  NGVD 29 (??/??/92) 1422.345  (m)         4666.48   (f) ADJ UNCH    2 0
 OY0443
 OY0443.Superseded values are not recommended for survey control.
 OY0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0443.See file dsdata.txt to determine how the superseded data were derived.
 OY0443
 OY0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN421684(NAD 83)
 OY0443_MARKER: DB = BENCH MARK DISK
 OY0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0443_STAMPING: C 121 1958
 OY0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0443+STABILITY: SURFACE MOTION
 OY0443
 OY0443  HISTORY     - Date     Condition        Report By
 OY0443  HISTORY     - 1958     MONUMENTED       CGS
 OY0443
 OY0443                          STATION DESCRIPTION
 OY0443
 OY0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0443'11.9 MI W FROM STERLING.
 OY0443'4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AND GROCERY
 OY0443'STORE AT STERLING, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 39,
 OY0443'THENCE 2.05 MILES WEST ALONG A GRAVEL ROAD, THENCE 4.8 MILES WEST
 OY0443'ALONG A DIRT ROAD, ON A SMALL KNOLL, 19 FEET SOUTH OF THE CENTER LINE
 OY0443'OF THE ROAD, 78 FEET EAST OF THE CENTER OF A SHALLOW WASH, 2.1 FEET
 OY0443'NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN
 OY0443'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0908 ***********************************************************************
 NU0908  DESIGNATION -  C 122
 NU0908  PID         -  NU0908
 NU0908  STATE/COUNTY-  ID/CASSIA
 NU0908  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0908
 NU0908                         *CURRENT SURVEY CONTROL
 NU0908  ___________________________________________________________________
 NU0908* NAD 83(1986)-  42 31 01.     (N)    113 24 02.     (W)     SCALED    
 NU0908* NAVD 88     -      1357.381  (meters)    4453.34   (feet)  ADJUSTED  
 NU0908  ___________________________________________________________________
 NU0908  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NU0908  DYNAMIC HT  -        1356.560 (meters)    4450.65  (feet)  COMP
 NU0908  MODELED GRAV-     979,969.4   (mgal)                       NAVD 88
 NU0908
 NU0908  VERT ORDER  -  SECOND    CLASS 0
 NU0908
 NU0908.The horizontal coordinates were scaled from a topographic map and have
 NU0908.an estimated accuracy of +/- 6 seconds.
 NU0908
 NU0908.The orthometric height was determined by differential leveling
 NU0908.and adjusted by the National Geodetic Survey in June 1991..
 NU0908
 NU0908.The geoid height was determined by GEOID03.
 NU0908
 NU0908.The dynamic height is computed by dividing the NAVD 88
 NU0908.geopotential number by the normal gravity value computed on the
 NU0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0908.degrees latitude (g = 980.6199 gals.).
 NU0908
 NU0908.The modeled gravity was interpolated from observed gravity values.
 NU0908
 NU0908;                    North         East    Units  Estimated Accuracy
 NU0908;SPC ID C     -    94,610.      549,260.      MT  (+/- 180 meters Scaled)
 NU0908
 NU0908                          SUPERSEDED SURVEY CONTROL
 NU0908
 NU0908  NGVD 29 (??/??/92) 1356.366  (m)         4450.01   (f) ADJ UNCH    2 0
 NU0908
 NU0908.Superseded values are not recommended for survey control.
 NU0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0908.See file dsdata.txt to determine how the superseded data were derived.
 NU0908
 NU0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN028099(NAD 83)
 NU0908_MARKER: DB = BENCH MARK DISK
 NU0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0908_STAMPING: C 122 1958
 NU0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0908+STABILITY: SURFACE MOTION
 NU0908
 NU0908  HISTORY     - Date     Condition        Report By
 NU0908  HISTORY     - 1958     MONUMENTED       CGS
 NU0908
 NU0908                          STATION DESCRIPTION
 NU0908
 NU0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0908'12.15 MI E FROM DECLO.
 NU0908'10.25 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF
 NU0908'STATE HIGHWAY 77 AT DECLO, THENCE 1.9 MILES EAST ALONG AN ASPHALT
 NU0908'ROAD, 0.25 MILE WEST OF THE T JUNCTION OF A GRAVEL ROAD NORTH, 28 FEET
 NU0908'SOUTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A FENCE, 2
 NU0908'FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD,
 NU0908'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 NU0908'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0031 ***********************************************************************
 SV0031  DESIGNATION -  C 123
 SV0031  PID         -  SV0031
 SV0031  STATE/COUNTY-  ID/SHOSHONE
 SV0031  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV0031
 SV0031                         *CURRENT SURVEY CONTROL
 SV0031  ___________________________________________________________________
 SV0031* NAD 83(1986)-  47 53 06.     (N)    116 08 44.     (W)     SCALED    
 SV0031* NAVD 88     -       863.856  (meters)    2834.17   (feet)  ADJUSTED  
 SV0031  ___________________________________________________________________
 SV0031  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 SV0031  DYNAMIC HT  -         863.843 (meters)    2834.12  (feet)  COMP
 SV0031  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 SV0031
 SV0031  VERT ORDER  -  SECOND    CLASS 0
 SV0031
 SV0031.The horizontal coordinates were scaled from a topographic map and have
 SV0031.an estimated accuracy of +/- 6 seconds.
 SV0031
 SV0031.The orthometric height was determined by differential leveling
 SV0031.and adjusted by the National Geodetic Survey in June 1991..
 SV0031
 SV0031.The geoid height was determined by GEOID03.
 SV0031
 SV0031.The dynamic height is computed by dividing the NAVD 88
 SV0031.geopotential number by the normal gravity value computed on the
 SV0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0031.degrees latitude (g = 980.6199 gals.).
 SV0031
 SV0031.The modeled gravity was interpolated from observed gravity values.
 SV0031
 SV0031;                    North         East    Units  Estimated Accuracy
 SV0031;SPC ID W     -   691,060.      770,420.      MT  (+/- 180 meters Scaled)
 SV0031
 SV0031                          SUPERSEDED SURVEY CONTROL
 SV0031
 SV0031  NGVD 29 (??/??/92)  862.684  (m)         2830.32   (f) ADJ UNCH    2 0
 SV0031
 SV0031.Superseded values are not recommended for survey control.
 SV0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0031.See file dsdata.txt to determine how the superseded data were derived.
 SV0031
 SV0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP638038(NAD 83)
 SV0031_MARKER: DB = BENCH MARK DISK
 SV0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0031_SP_SET: ABUTMENT
 SV0031_STAMPING: C 123 1958
 SV0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0031
 SV0031  HISTORY     - Date     Condition        Report By
 SV0031  HISTORY     - 1958     MONUMENTED       CGS
 SV0031  HISTORY     - 1983     MARK NOT FOUND   NGS
 SV0031
 SV0031                          STATION DESCRIPTION
 SV0031
 SV0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0031'7.8 MI NE FROM MAGEE RANGER STATION.
 SV0031'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0031'THENCE 3.7 MILES EAST ALONG A GRAVEL ROAD, IN TOP OF THE EAST END OF
 SV0031'THE NORTH CONCRETE ABUTMENT OF A STEEL AND WOODEN BRIDGE OVER TEPEE
 SV0031'CREEK, 8 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 SV0031'WITH THE ROAD.
 SV0031
 SV0031                          STATION RECOVERY (1983)
 SV0031
 SV0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0111 ***********************************************************************
 SV0111  DESIGNATION -  C 124
 SV0111  PID         -  SV0111
 SV0111  STATE/COUNTY-  ID/SHOSHONE
 SV0111  USGS QUAD   -  CATALDO (1996)
 SV0111
 SV0111                         *CURRENT SURVEY CONTROL
 SV0111  ___________________________________________________________________
 SV0111* NAD 83(1986)-  47 35 00.     (N)    116 15 47.     (W)     SCALED    
 SV0111* NAVD 88     -       666.706  (meters)    2187.35   (feet)  ADJUSTED  
 SV0111  ___________________________________________________________________
 SV0111  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 SV0111  DYNAMIC HT  -         666.709 (meters)    2187.36  (feet)  COMP
 SV0111  MODELED GRAV-     980,596.5   (mgal)                       NAVD 88
 SV0111
 SV0111  VERT ORDER  -  SECOND    CLASS 0
 SV0111
 SV0111.The horizontal coordinates were scaled from a topographic map and have
 SV0111.an estimated accuracy of +/- 6 seconds.
 SV0111
 SV0111.The orthometric height was determined by differential leveling
 SV0111.and adjusted by the National Geodetic Survey in June 1991..
 SV0111
 SV0111.The geoid height was determined by GEOID03.
 SV0111
 SV0111.The dynamic height is computed by dividing the NAVD 88
 SV0111.geopotential number by the normal gravity value computed on the
 SV0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0111.degrees latitude (g = 980.6199 gals.).
 SV0111
 SV0111.The modeled gravity was interpolated from observed gravity values.
 SV0111
 SV0111;                    North         East    Units  Estimated Accuracy
 SV0111;SPC ID W     -   657,570.      761,410.      MT  (+/- 180 meters Scaled)
 SV0111
 SV0111                          SUPERSEDED SURVEY CONTROL
 SV0111
 SV0111  NGVD 29 (??/??/92)  665.574  (m)         2183.64   (f) ADJ UNCH    2 0
 SV0111
 SV0111.Superseded values are not recommended for survey control.
 SV0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0111.See file dsdata.txt to determine how the superseded data were derived.
 SV0111
 SV0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN554702(NAD 83)
 SV0111_MARKER: DB = BENCH MARK DISK
 SV0111_SETTING: 66 = SET IN ROCK OUTCROP
 SV0111_SP_SET: ROCK LEDGE
 SV0111_STAMPING: C 124 1958
 SV0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0111+STABILITY: POSITION/ELEVATION WELL
 SV0111
 SV0111  HISTORY     - Date     Condition        Report By
 SV0111  HISTORY     - 1958     MONUMENTED       CGS
 SV0111  HISTORY     - 1980     MARK NOT FOUND   USGS
 SV0111
 SV0111                          STATION DESCRIPTION
 SV0111
 SV0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0111'3.35 MI NE FROM KINGSTON.
 SV0111'2.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 SV0111'HIGHWAY 10 AT KINGSTON, THENCE 1.15 MILES NORTHEAST ALONG A ROAD
 SV0111'FOLLOWING THE RIGHT BANK OF THE COEUR DALENE RIVER, SET VERTICALLY IN
 SV0111'THE NORTH FACE OF A LARGE SHEER ROCK LEDGE, 12 1/2 FEET
 SV0111'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 60 YARDS EAST OF THE
 SV0111'CENTER OF A CURVE, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 SV0111
 SV0111                          STATION RECOVERY (1980)
 SV0111
 SV0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0193 ***********************************************************************
 RZ0193  DESIGNATION -  C 125
 RZ0193  PID         -  RZ0193
 RZ0193  STATE/COUNTY-  ID/CLEARWATER
 RZ0193  USGS QUAD   -  OROFINO EAST (1994)
 RZ0193
 RZ0193                         *CURRENT SURVEY CONTROL
 RZ0193  ___________________________________________________________________
 RZ0193* NAD 83(1986)-  46 26 13.     (N)    116 12 41.     (W)     SCALED    
 RZ0193* NAVD 88     -       321.922  (meters)    1056.17   (feet)  ADJUSTED  
 RZ0193  ___________________________________________________________________
 RZ0193  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 RZ0193  DYNAMIC HT  -         321.915 (meters)    1056.15  (feet)  COMP
 RZ0193  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 RZ0193
 RZ0193  VERT ORDER  -  SECOND    CLASS 0
 RZ0193
 RZ0193.The horizontal coordinates were scaled from a topographic map and have
 RZ0193.an estimated accuracy of +/- 6 seconds.
 RZ0193
 RZ0193.The orthometric height was determined by differential leveling
 RZ0193.and adjusted by the National Geodetic Survey in June 1991..
 RZ0193
 RZ0193.The geoid height was determined by GEOID03.
 RZ0193
 RZ0193.The dynamic height is computed by dividing the NAVD 88
 RZ0193.geopotential number by the normal gravity value computed on the
 RZ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0193.degrees latitude (g = 980.6199 gals.).
 RZ0193
 RZ0193.The modeled gravity was interpolated from observed gravity values.
 RZ0193
 RZ0193;                    North         East    Units  Estimated Accuracy
 RZ0193;SPC ID W     -   530,110.      764,540.      MT  (+/- 180 meters Scaled)
 RZ0193
 RZ0193                          SUPERSEDED SURVEY CONTROL
 RZ0193
 RZ0193  NGVD 29 (??/??/92)  320.899  (m)         1052.82   (f) ADJ UNCH    2 0
 RZ0193
 RZ0193.Superseded values are not recommended for survey control.
 RZ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0193.See file dsdata.txt to determine how the superseded data were derived.
 RZ0193
 RZ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM605428(NAD 83)
 RZ0193_MARKER: DB = BENCH MARK DISK
 RZ0193_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0193_SP_SET: ROCK OUTCROP
 RZ0193_STAMPING: C 125 1935
 RZ0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0193+STABILITY: POSITION/ELEVATION WELL
 RZ0193
 RZ0193  HISTORY     - Date     Condition        Report By
 RZ0193  HISTORY     - 1935     MONUMENTED       CGS
 RZ0193
 RZ0193                          STATION DESCRIPTION
 RZ0193
 RZ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0193'4.1 MI W FROM GREER.
 RZ0193'4.1 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0193'GREER, 400 FEET SOUTH OF A STEEL TRESTLE, 112 FEET SOUTHEAST OF A
 RZ0193'SWITCH STAND, 101.6 FEET EAST OF THE STATION SIGN AT PENOYER, 85 FEET
 RZ0193'EAST OF THE CENTER LINE OF THE TRACK, 2.4 FEET SOUTH OF THE SOUTH
 RZ0193'CORNER POST OF A FIELD GATE, AND 1.1 FEET WEST OF THE RIGHT-OF-WAY
 RZ0193'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0261 ***********************************************************************
 RZ0261  DESIGNATION -  C 126
 RZ0261  PID         -  RZ0261
 RZ0261  STATE/COUNTY-  ID/NEZ PERCE
 RZ0261  USGS QUAD   -  LAPWAI (1972)
 RZ0261
 RZ0261                         *CURRENT SURVEY CONTROL
 RZ0261  ___________________________________________________________________
 RZ0261* NAD 83(1986)-  46 28 11.     (N)    116 46 38.     (W)     SCALED    
 RZ0261* NAVD 88     -       251.742  (meters)     825.92   (feet)  ADJUSTED  
 RZ0261  ___________________________________________________________________
 RZ0261  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 RZ0261  DYNAMIC HT  -         251.740 (meters)     825.92  (feet)  COMP
 RZ0261  MODELED GRAV-     980,600.0   (mgal)                       NAVD 88
 RZ0261
 RZ0261  VERT ORDER  -  FIRST     CLASS II
 RZ0261
 RZ0261.The horizontal coordinates were scaled from a topographic map and have
 RZ0261.an estimated accuracy of +/- 6 seconds.
 RZ0261
 RZ0261.The orthometric height was determined by differential leveling
 RZ0261.and adjusted by the National Geodetic Survey in June 1991..
 RZ0261
 RZ0261.The geoid height was determined by GEOID03.
 RZ0261
 RZ0261.The dynamic height is computed by dividing the NAVD 88
 RZ0261.geopotential number by the normal gravity value computed on the
 RZ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0261.degrees latitude (g = 980.6199 gals.).
 RZ0261
 RZ0261.The modeled gravity was interpolated from observed gravity values.
 RZ0261
 RZ0261;                    North         East    Units  Estimated Accuracy
 RZ0261;SPC ID W     -   534,160.      721,110.      MT  (+/- 180 meters Scaled)
 RZ0261
 RZ0261                          SUPERSEDED SURVEY CONTROL
 RZ0261
 RZ0261  NGVD 29 (??/??/92)  250.750  (m)          822.67   (f) ADJ UNCH    1 2
 RZ0261
 RZ0261.Superseded values are not recommended for survey control.
 RZ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0261.See file dsdata.txt to determine how the superseded data were derived.
 RZ0261
 RZ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM171462(NAD 83)
 RZ0261_MARKER: DB = BENCH MARK DISK
 RZ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0261_STAMPING: C-126 1935
 RZ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0261+STABILITY: SURFACE MOTION
 RZ0261
 RZ0261  HISTORY     - Date     Condition        Report By
 RZ0261  HISTORY     - 1935     MONUMENTED       CGS
 RZ0261  HISTORY     - 1959     MARK NOT FOUND   NGS
 RZ0261
 RZ0261                          STATION DESCRIPTION
 RZ0261
 RZ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0261'0.6 MI S FROM ARROW.
 RZ0261'0.6 MILE SOUTH OF, ALONG NORTHERN PACIFIC RY., FROM RY. STATION. MARK
 RZ0261'SET ON NORTHWEST WIDE OF TRACK ON SLIGHT SLOPE OF HILL.  ABOUT 225
 RZ0261'FEET SOUTHWEST OF M.P. NO. 124.  66 FEET SOUTHWEST OF 2ND POLE SOUTH
 RZ0261'OF M.P. NO. 124.  43.8 FEET NORTHWEST OF CENTERLINE OF NORTHERN
 RZ0261'PACIFIC R.R.  5.2 FEET SOUTHEAST OF R/W FENCE.  ABOUT 3.5 FEET ABOVE
 RZ0261'LEVEL OF TRACK.  TABLET SET IN PRECAST CONCRETE POST.
 RZ0261
 RZ0261                          STATION RECOVERY (1959)
 RZ0261
 RZ0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0119 ***********************************************************************
 RZ0119  DESIGNATION -  C 127
 RZ0119  PID         -  RZ0119
 RZ0119  STATE/COUNTY-  ID/CLEARWATER
 RZ0119  USGS QUAD   -  AHSAHKA (1994)
 RZ0119
 RZ0119                         *CURRENT SURVEY CONTROL
 RZ0119  ___________________________________________________________________
 RZ0119* NAD 83(1986)-  46 30 20.     (N)    116 19 30.     (W)     SCALED    
 RZ0119* NAVD 88     -       300.664  (meters)     986.43   (feet)  ADJUSTED  
 RZ0119  ___________________________________________________________________
 RZ0119  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 RZ0119  DYNAMIC HT  -         300.659 (meters)     986.41  (feet)  COMP
 RZ0119  MODELED GRAV-     980,591.3   (mgal)                       NAVD 88
 RZ0119
 RZ0119  VERT ORDER  -  FIRST     CLASS II
 RZ0119
 RZ0119.The horizontal coordinates were scaled from a topographic map and have
 RZ0119.an estimated accuracy of +/- 6 seconds.
 RZ0119
 RZ0119.The orthometric height was determined by differential leveling
 RZ0119.and adjusted by the National Geodetic Survey in June 1991..
 RZ0119
 RZ0119.The geoid height was determined by GEOID03.
 RZ0119
 RZ0119.The dynamic height is computed by dividing the NAVD 88
 RZ0119.geopotential number by the normal gravity value computed on the
 RZ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0119.degrees latitude (g = 980.6199 gals.).
 RZ0119
 RZ0119.The modeled gravity was interpolated from observed gravity values.
 RZ0119
 RZ0119;                    North         East    Units  Estimated Accuracy
 RZ0119;SPC ID W     -   537,790.      755,870.      MT  (+/- 180 meters Scaled)
 RZ0119
 RZ0119                          SUPERSEDED SURVEY CONTROL
 RZ0119
 RZ0119  NGVD 29 (??/??/92)  299.652  (m)          983.11   (f) ADJ UNCH    1 2
 RZ0119
 RZ0119.Superseded values are not recommended for survey control.
 RZ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0119.See file dsdata.txt to determine how the superseded data were derived.
 RZ0119
 RZ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM517504(NAD 83)
 RZ0119_MARKER: DB = BENCH MARK DISK
 RZ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0119_STAMPING: C-127 1935
 RZ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0119+STABILITY: SURFACE MOTION
 RZ0119
 RZ0119  HISTORY     - Date     Condition        Report By
 RZ0119  HISTORY     - 1935     MONUMENTED       CGS
 RZ0119  HISTORY     - 1961     MARK NOT FOUND   USGS
 RZ0119
 RZ0119                          STATION DESCRIPTION
 RZ0119
 RZ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0119'IN AHSAHKA.
 RZ0119'AT NORTHERN PACIFIC RY. STATION, AT AHSAHKA.  ABOUT 140 FEET WEST OF
 RZ0119'WEST END OF NORTHERN PACIFIC STATION BUILDING.  57 FEET NORTH OF
 RZ0119'CENTERLINE OF N.P.R.R. MAIN TRACK.  12 FEET EAST OF SOUTHEAST CORNER
 RZ0119'OF SECTION FOREMANS HOUSE.  0.8 FT. SOUTH OF R/W FENCE.  TABLET SET IN
 RZ0119'PRECAST CONCRETE POST.
 RZ0119
 RZ0119                          STATION RECOVERY (1961)
 RZ0119
 RZ0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 RZ0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0007 ***********************************************************************
 RZ0007  DESIGNATION -  C 128 RESET
 RZ0007  PID         -  RZ0007
 RZ0007  STATE/COUNTY-  ID/CLEARWATER
 RZ0007  USGS QUAD   -  AHSAHKA (1994)
 RZ0007
 RZ0007                         *CURRENT SURVEY CONTROL
 RZ0007  ___________________________________________________________________
 RZ0007* NAD 83(1986)-  46 33 06.     (N)    116 17 00.     (W)     SCALED    
 RZ0007* NAVD 88     -       324.92   (meters)    1066.0    (feet)  RESET     
 RZ0007  ___________________________________________________________________
 RZ0007  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 RZ0007
 RZ0007  VERT ORDER  -  THIRD
 RZ0007
 RZ0007.The horizontal coordinates were scaled from a topographic map and have
 RZ0007.an estimated accuracy of +/- 6 seconds.
 RZ0007
 RZ0007.The orthometric height was computed from unverified reset data.
 RZ0007.No vertical observational check was made to the station.
 RZ0007
 RZ0007.The geoid height was determined by GEOID03.
 RZ0007
 RZ0007;                    North         East    Units  Estimated Accuracy
 RZ0007;SPC ID W     -   542,900.      759,100.      MT  (+/- 180 meters Scaled)
 RZ0007
 RZ0007                          SUPERSEDED SURVEY CONTROL
 RZ0007
 RZ0007  NGVD 29 (??/??/??)  294.94   (m)          967.6    (f) RESET       3  
 RZ0007
 RZ0007.Superseded values are not recommended for survey control.
 RZ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0007.See file dsdata.txt to determine how the superseded data were derived.
 RZ0007
 RZ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM549555(NAD 83)
 RZ0007_MARKER: DB = BENCH MARK DISK
 RZ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0007_STAMPING: C 128 RESET 1936
 RZ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0007+STABILITY: SURFACE MOTION
 RZ0007
 RZ0007  HISTORY     - Date     Condition        Report By
 RZ0007  HISTORY     - 1936     MONUMENTED       USFS
 RZ0007  HISTORY     - 1943     GOOD             NGS
 RZ0007
 RZ0007                          STATION DESCRIPTION
 RZ0007
 RZ0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RZ0007'4.7 MI NE FROM AHSAHKA.
 RZ0007'SET IN OPEN PARK ON NORTHWEST SIDE OF ROAD AT FOOT OF SOUTHEAST SLOPE
 RZ0007'OF HILL.  ABOUT 200 FEET SOUTHWEST OF SOUTHEAST CORNER OF FIELD FENCE.
 RZ0007'ABOUT 110 FEET NORTHWEST OF NORTHWEST BANK OF NORTH FORK OF
 RZ0007'CLEARWATER RIVER.  57 FEET NORTHWEST OF CENTERLINE OF DIRT ROAD. 14.2
 RZ0007'FEET SOUTHEAST OF 20 INCH IN DIAMETER PINE TREE.  3 FEET SOUTHEAST OF
 RZ0007'FOOT OF SLOPE OF HILL.  TABLET SET IN PRECAST CONCRETE POST. NOTE--
 RZ0007'ABOUT 200 FEET NORTHEAST OF THIS DESCRIPTION ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0448 ***********************************************************************
 RY0448  DESIGNATION -  C 129
 RY0448  PID         -  RY0448
 RY0448  STATE/COUNTY-  ID/IDAHO
 RY0448  USGS QUAD   -  STITES (1966)
 RY0448
 RY0448                         *CURRENT SURVEY CONTROL
 RY0448  ___________________________________________________________________
 RY0448* NAD 83(1986)-  46 04 55.     (N)    115 58 30.     (W)     SCALED    
 RY0448* NAVD 88     -       406.880  (meters)    1334.91   (feet)  ADJUSTED  
 RY0448  ___________________________________________________________________
 RY0448  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 RY0448  DYNAMIC HT  -         406.844 (meters)    1334.79  (feet)  COMP
 RY0448  MODELED GRAV-     980,516.6   (mgal)                       NAVD 88
 RY0448
 RY0448  VERT ORDER  -  SECOND    CLASS 0
 RY0448
 RY0448.The horizontal coordinates were scaled from a topographic map and have
 RY0448.an estimated accuracy of +/- 6 seconds.
 RY0448
 RY0448.The orthometric height was determined by differential leveling
 RY0448.and adjusted by the National Geodetic Survey in June 1991..
 RY0448
 RY0448.The geoid height was determined by GEOID03.
 RY0448
 RY0448.The dynamic height is computed by dividing the NAVD 88
 RY0448.geopotential number by the normal gravity value computed on the
 RY0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0448.degrees latitude (g = 980.6199 gals.).
 RY0448
 RY0448.The modeled gravity was interpolated from observed gravity values.
 RY0448
 RY0448;                    North         East    Units  Estimated Accuracy
 RY0448;SPC ID W     -   490,570.      782,600.      MT  (+/- 180 meters Scaled)
 RY0448
 RY0448                          SUPERSEDED SURVEY CONTROL
 RY0448
 RY0448  NGVD 29 (??/??/92)  405.836  (m)         1331.48   (f) ADJ UNCH    2 0
 RY0448
 RY0448.Superseded values are not recommended for survey control.
 RY0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0448.See file dsdata.txt to determine how the superseded data were derived.
 RY0448
 RY0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM792036(NAD 83)
 RY0448_MARKER: DB = BENCH MARK DISK
 RY0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0448_STAMPING: C 129 1935
 RY0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0448+STABILITY: SURFACE MOTION
 RY0448
 RY0448  HISTORY     - Date     Condition        Report By
 RY0448  HISTORY     - 1935     MONUMENTED       CGS
 RY0448
 RY0448                          STATION DESCRIPTION
 RY0448
 RY0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0448'1.0 MI S FROM STITES.
 RY0448'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 13 FROM THE NORTHERN PACIFIC
 RY0448'RAILWAY STATION AT STITES, IDAHO COUNTY, 62 FEET SOUTHWEST OF THE
 RY0448'SOUTHWEST CORNER OF THE WAYSIDE SERVICE STATION, 44 FEET SOUTH OF THE
 RY0448'SOUTHWEST CORNER OF A FARMHOUSE ENTRANCE GATE, 52 FEET WEST OF THE
 RY0448'CENTER LINE OF THE HIGHWAY, 30.8 FEET SOUTHWEST OF THE STEEL POST OF
 RY0448'THE CONOCO SIGNPOST, 19.2 FEET WEST OF A POLE, AND 1.8 FEET EAST OF A
 RY0448'NORTH-AND-SOUTH BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED C 129
 RY0448'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0074 ***********************************************************************
 OZ0074  DESIGNATION -  C 13
 OZ0074  PID         -  OZ0074
 OZ0074  STATE/COUNTY-  ID/LINCOLN
 OZ0074  USGS QUAD   -  RICHFIELD (1979)
 OZ0074
 OZ0074                         *CURRENT SURVEY CONTROL
 OZ0074  ___________________________________________________________________
 OZ0074* NAD 83(1986)-  43 01 03.     (N)    114 13 36.     (W)     SCALED    
 OZ0074* NAVD 88     -      1277.452  (meters)    4191.11   (feet)  ADJUSTED  
 OZ0074  ___________________________________________________________________
 OZ0074  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 OZ0074  DYNAMIC HT  -        1276.805 (meters)    4188.98  (feet)  COMP
 OZ0074  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 OZ0074
 OZ0074  VERT ORDER  -  FIRST     CLASS II
 OZ0074
 OZ0074.The horizontal coordinates were scaled from a topographic map and have
 OZ0074.an estimated accuracy of +/- 6 seconds.
 OZ0074
 OZ0074.The orthometric height was determined by differential leveling
 OZ0074.and adjusted by the National Geodetic Survey in June 1991..
 OZ0074
 OZ0074.The geoid height was determined by GEOID03.
 OZ0074
 OZ0074.The dynamic height is computed by dividing the NAVD 88
 OZ0074.geopotential number by the normal gravity value computed on the
 OZ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0074.degrees latitude (g = 980.6199 gals.).
 OZ0074
 OZ0074.The modeled gravity was interpolated from observed gravity values.
 OZ0074
 OZ0074;                    North         East    Units  Estimated Accuracy
 OZ0074;SPC ID C     -   150,070.      481,520.      MT  (+/- 180 meters Scaled)
 OZ0074
 OZ0074                          SUPERSEDED SURVEY CONTROL
 OZ0074
 OZ0074  NGVD 29 (??/??/92) 1276.560  (m)         4188.18   (f) ADJ UNCH    1 2
 OZ0074
 OZ0074.Superseded values are not recommended for survey control.
 OZ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0074.See file dsdata.txt to determine how the superseded data were derived.
 OZ0074
 OZ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH259664(NAD 83)
 OZ0074_MARKER: DB = BENCH MARK DISK
 OZ0074_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0074_SP_SET: ROCK OUTCROP
 OZ0074_STAMPING: 4188.305 C 13 1933
 OZ0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0074+STABILITY: POSITION/ELEVATION WELL
 OZ0074
 OZ0074  HISTORY     - Date     Condition        Report By
 OZ0074  HISTORY     - 1933     MONUMENTED       CGS
 OZ0074  HISTORY     - 1934     GOOD             NGS
 OZ0074
 OZ0074                          STATION DESCRIPTION
 OZ0074
 OZ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0074'4.3 MI SW FROM RICHFIELD.
 OZ0074'4.3 MILES SOUTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OZ0074'RICHFIELD, LINCOLN COUNTY, AT MARLEY SIDING, 0.2 MILE SOUTHEAST OF A
 OZ0074'SCHOOL, 220 FEET EAST OF MILEPOST 11, 400 FEET EAST OF A NORTHEAST
 OZ0074'SWITCH, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND IN THE
 OZ0074'TOP OF THE NORTH POINT OF A LAVA ROCK OUTCROP MARKED BY THE PAINTED
 OZ0074'LETTERS BM.  A STANDARD DISK, STAMPED 4188.305 C 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0233 ***********************************************************************
 OX0233  DESIGNATION -  C 13
 OX0233  PID         -  OX0233
 OX0233  STATE/COUNTY-  ID/BONNEVILLE
 OX0233  USGS QUAD   -  WHEATON MTN (1966)
 OX0233
 OX0233                         *CURRENT SURVEY CONTROL
 OX0233  ___________________________________________________________________
 OX0233* NAD 83(1986)-  43 32 23.     (N)    111 29 56.     (W)     SCALED    
 OX0233* NAVD 88     -      1751.903  (meters)    5747.70   (feet)  ADJUSTED  
 OX0233  ___________________________________________________________________
 OX0233  GEOID HEIGHT-         -10.53  (meters)                     GEOID03
 OX0233  DYNAMIC HT  -        1750.856 (meters)    5744.27  (feet)  COMP
 OX0233  MODELED GRAV-     979,959.1   (mgal)                       NAVD 88
 OX0233
 OX0233  VERT ORDER  -  FIRST     CLASS II
 OX0233
 OX0233.The horizontal coordinates were scaled from a topographic map and have
 OX0233.an estimated accuracy of +/- 6 seconds.
 OX0233
 OX0233.The orthometric height was determined by differential leveling
 OX0233.and adjusted by the National Geodetic Survey in June 1991..
 OX0233
 OX0233.The geoid height was determined by GEOID03.
 OX0233
 OX0233.The dynamic height is computed by dividing the NAVD 88
 OX0233.geopotential number by the normal gravity value computed on the
 OX0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0233.degrees latitude (g = 980.6199 gals.).
 OX0233
 OX0233.The modeled gravity was interpolated from observed gravity values.
 OX0233
 OX0233;                    North         East    Units  Estimated Accuracy
 OX0233;SPC ID E     -   208,270.      253,970.      MT  (+/- 180 meters Scaled)
 OX0233
 OX0233                          SUPERSEDED SURVEY CONTROL
 OX0233
 OX0233  NGVD 29 (??/??/92) 1750.715  (m)         5743.80   (f) ADJ UNCH    1 2
 OX0233
 OX0233.Superseded values are not recommended for survey control.
 OX0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0233.See file dsdata.txt to determine how the superseded data were derived.
 OX0233
 OX0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP596208(NAD 83)
 OX0233_MARKER: DD = SURVEY DISK
 OX0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0233_STAMPING: C 13 1930
 OX0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0233+STABILITY: SURFACE MOTION
 OX0233
 OX0233  HISTORY     - Date     Condition        Report By
 OX0233  HISTORY     - 1930     MONUMENTED       USGS
 OX0233
 OX0233                          STATION DESCRIPTION
 OX0233
 OX0233'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0233'12.7 MI NW FROM SWAN VALLEY.
 OX0233'12.7 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0233'BONNEVILLE COUNTY, 9.4 MILES NORTHWEST OF THE SWAN VALLEY BRIDGE OVER
 OX0233'SNAKE RIVER, AT A CURVE TO THE WEST AT THE TOP OF A GRADE, 41.4 FEET
 OX0233'NORTH OF THE CENTERLINE OF THE HIGHWAY, IN LINE WITH A NORTHWEST-AND
 OX0233'SOUTHEAST FENCE, AND 6.5 FEET SOUTHEAST OF A FENCE CORNER.  A UNITED
 OX0233'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 13 1930 AND SET IN
 OX0233'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0379 ***********************************************************************
 RY0379  DESIGNATION -  C 130
 RY0379  PID         -  RY0379
 RY0379  STATE/COUNTY-  ID/CLEARWATER
 RY0379  USGS QUAD   -  WHISKEY BUTTE (1994)
 RY0379
 RY0379                         *CURRENT SURVEY CONTROL
 RY0379  ___________________________________________________________________
 RY0379* NAD 83(1986)-  46 30 13.     (N)    115 52 46.     (W)     SCALED    
 RY0379* NAVD 88     -       843.642  (meters)    2767.85   (feet)  ADJUSTED  
 RY0379  ___________________________________________________________________
 RY0379  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 RY0379  DYNAMIC HT  -         843.551 (meters)    2767.55  (feet)  COMP
 RY0379  MODELED GRAV-     980,478.5   (mgal)                       NAVD 88
 RY0379
 RY0379  VERT ORDER  -  FIRST     CLASS II
 RY0379
 RY0379.The horizontal coordinates were scaled from a topographic map and have
 RY0379.an estimated accuracy of +/- 6 seconds.
 RY0379
 RY0379.The orthometric height was determined by differential leveling
 RY0379.and adjusted by the National Geodetic Survey in June 1991..
 RY0379
 RY0379.The geoid height was determined by GEOID03.
 RY0379
 RY0379.The dynamic height is computed by dividing the NAVD 88
 RY0379.geopotential number by the normal gravity value computed on the
 RY0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0379.degrees latitude (g = 980.6199 gals.).
 RY0379
 RY0379.The modeled gravity was interpolated from observed gravity values.
 RY0379
 RY0379;                    North         East    Units  Estimated Accuracy
 RY0379;SPC ID W     -   537,420.      790,070.      MT  (+/- 180 meters Scaled)
 RY0379
 RY0379                          SUPERSEDED SURVEY CONTROL
 RY0379
 RY0379  NGVD 29 (??/??/92)  842.560  (m)         2764.30   (f) ADJ UNCH    1 2
 RY0379
 RY0379.Superseded values are not recommended for survey control.
 RY0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0379.See file dsdata.txt to determine how the superseded data were derived.
 RY0379
 RY0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM859506(NAD 83)
 RY0379_MARKER: DB = BENCH MARK DISK
 RY0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0379_STAMPING: C 130 1935
 RY0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0379+STABILITY: SURFACE MOTION
 RY0379
 RY0379  HISTORY     - Date     Condition        Report By
 RY0379  HISTORY     - 1935     MONUMENTED       CGS
 RY0379
 RY0379                          STATION DESCRIPTION
 RY0379
 RY0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0379'5.4 MI W FROM PIERCE.
 RY0379'ABOUT 5.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RY0379'PUBLIC LIBRARY AT PIERCE, CLEARWATER COUNTY, ABOUT 950 FEET EAST OF
 RY0379'PLACER SPUR SIGN, 85.9 FEET NORTHWEST OF MILEPOST 22, 60.8 FEET
 RY0379'NORTHEAST OF THE FIRST POLE WEST OF THE MILEPOST, 25.6 FEET NORTH OF
 RY0379'THE CENTER LINE OF THE TRACK, 15.4 FEET NORTH OF THE EAST POST OF A
 RY0379'RAIL RACK, AND ABOUT 1.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 RY0379'STAMPED C 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0399 ***********************************************************************
 SV0399  DESIGNATION -  C 131
 SV0399  PID         -  SV0399
 SV0399  STATE/COUNTY-  ID/KOOTENAI
 SV0399  USGS QUAD   -  HAYDEN (1996)
 SV0399
 SV0399                         *CURRENT SURVEY CONTROL
 SV0399  ___________________________________________________________________
 SV0399* NAD 83(1986)-  47 47 17.     (N)    116 47 12.     (W)     SCALED    
 SV0399* NAVD 88     -       705.119  (meters)    2313.38   (feet)  ADJUSTED  
 SV0399  ___________________________________________________________________
 SV0399  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 SV0399  DYNAMIC HT  -         705.142 (meters)    2313.45  (feet)  COMP
 SV0399  MODELED GRAV-     980,622.1   (mgal)                       NAVD 88
 SV0399
 SV0399  VERT ORDER  -  SECOND    CLASS 0
 SV0399
 SV0399.The horizontal coordinates were scaled from a topographic map and have
 SV0399.an estimated accuracy of +/- 6 seconds.
 SV0399
 SV0399.The orthometric height was determined by differential leveling
 SV0399.and adjusted by the National Geodetic Survey in June 1991..
 SV0399
 SV0399.The geoid height was determined by GEOID03.
 SV0399
 SV0399.The dynamic height is computed by dividing the NAVD 88
 SV0399.geopotential number by the normal gravity value computed on the
 SV0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0399.degrees latitude (g = 980.6199 gals.).
 SV0399
 SV0399.The modeled gravity was interpolated from observed gravity values.
 SV0399
 SV0399;                    North         East    Units  Estimated Accuracy
 SV0399;SPC ID W     -   680,720.      722,330.      MT  (+/- 180 meters Scaled)
 SV0399
 SV0399                          SUPERSEDED SURVEY CONTROL
 SV0399
 SV0399  NGVD 29 (??/??/92)  703.940  (m)         2309.51   (f) ADJ UNCH    2 0
 SV0399
 SV0399.Superseded values are not recommended for survey control.
 SV0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0399.See file dsdata.txt to determine how the superseded data were derived.
 SV0399
 SV0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN159927(NAD 83)
 SV0399_MARKER: DB = BENCH MARK DISK
 SV0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0399_STAMPING: C 131 1935
 SV0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0399+STABILITY: SURFACE MOTION
 SV0399
 SV0399  HISTORY     - Date     Condition        Report By
 SV0399  HISTORY     - 1935     MONUMENTED       CGS
 SV0399  HISTORY     - 1944     GOOD             NGS
 SV0399  HISTORY     - 1971     GOOD             IDDT
 SV0399
 SV0399                          STATION DESCRIPTION
 SV0399
 SV0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0399'7.6 MI N FROM COEUR DALENE.
 SV0399'7.6 MILES NORTH ALONG GOVERNMENT WAY AND U.S. HIGHWAY 95 FROM THE
 SV0399'COUNTY COURTHOUSE AT COEUR DALENE, KOOTENAI COUNTY, 3.1 MILES SOUTH OF
 SV0399'GARWOOD, ABOUT 300 FEET NORTHWEST OF THE E. GREEN FARMHOUSE, 47 FEET
 SV0399'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE ROCKAWAY
 SV0399'BEACH-RATHDRUM ROAD, 35.8 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 SV0399'27 FEET SOUTH OF THE CENTERLINE OF THE INTERSECTION ROAD.  A STANDARD
 SV0399'DISK, STAMPED C 131 1935 AND SET IN THE TOP OF A CONCRETE POST.
 SV0399
 SV0399                          STATION RECOVERY (1971)
 SV0399
 SV0399'RECOVERY NOTE BY ID DEPT OF TRANSP 1971
 SV0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0466 ***********************************************************************
 SV0466  DESIGNATION -  C 132
 SV0466  PID         -  SV0466
 SV0466  STATE/COUNTY-  ID/KOOTENAI
 SV0466  USGS QUAD   -  LANE (1981)
 SV0466
 SV0466                         *CURRENT SURVEY CONTROL
 SV0466  ___________________________________________________________________
 SV0466* NAD 83(1986)-  47 37 18.     (N)    116 31 30.     (W)     SCALED    
 SV0466* NAVD 88     -       936.330  (meters)    3071.94   (feet)  ADJUSTED  
 SV0466  ___________________________________________________________________
 SV0466  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 SV0466  DYNAMIC HT  -         936.340 (meters)    3071.98  (feet)  COMP
 SV0466  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 SV0466
 SV0466  VERT ORDER  -  SECOND    CLASS 0
 SV0466
 SV0466.The horizontal coordinates were scaled from a topographic map and have
 SV0466.an estimated accuracy of +/- 6 seconds.
 SV0466
 SV0466.The orthometric height was determined by differential leveling
 SV0466.and adjusted by the National Geodetic Survey in June 1991..
 SV0466
 SV0466.The geoid height was determined by GEOID03.
 SV0466
 SV0466.The dynamic height is computed by dividing the NAVD 88
 SV0466.geopotential number by the normal gravity value computed on the
 SV0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0466.degrees latitude (g = 980.6199 gals.).
 SV0466
 SV0466.The modeled gravity was interpolated from observed gravity values.
 SV0466
 SV0466;                    North         East    Units  Estimated Accuracy
 SV0466;SPC ID W     -   662,000.      741,750.      MT  (+/- 180 meters Scaled)
 SV0466
 SV0466                          SUPERSEDED SURVEY CONTROL
 SV0466
 SV0466  NGVD 29 (??/??/92)  935.208  (m)         3068.26   (f) ADJ UNCH    2 0
 SV0466
 SV0466.Superseded values are not recommended for survey control.
 SV0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0466.See file dsdata.txt to determine how the superseded data were derived.
 SV0466
 SV0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN356743(NAD 83)
 SV0466_MARKER: DB = BENCH MARK DISK
 SV0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0466_SP_SET: WALL
 SV0466_STAMPING: C 132 1935
 SV0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0466
 SV0466  HISTORY     - Date     Condition        Report By
 SV0466  HISTORY     - 1935     MONUMENTED       CGS
 SV0466  HISTORY     - 1958     GOOD             NGS
 SV0466  HISTORY     - 1974     GOOD             LOCENG
 SV0466
 SV0466                          STATION DESCRIPTION
 SV0466
 SV0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0466'12.4 MI NW FROM CATALDO.
 SV0466'12.35 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0466'RAILROAD AND NAVIGATION CO. RAILROAD STATION AT CATALDO TO TOP OF THE
 SV0466'SUMMIT OF THE FOURTH OF JULY CANYON, THENCE 0.05 MILE NORTHEAST ALONG
 SV0466'PAVED ROAD TO WEST END OF OLD HIGHWAY TUNNEL.  13.7 FEET NORTH OF THE
 SV0466'CENTERLINE OF OLD HIGHWAY, SET VERTICALLY IN THE WEST FACE OF A
 SV0466'RETAINING WALL, 2.6 FEET NORTH OF THE NORTH EDGE OF THE WALL AND 3.9
 SV0466'FEET HIGHER THAN THE HIGHWAY.
 SV0466
 SV0466                          STATION RECOVERY (1974)
 SV0466
 SV0466'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 SV0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0275 ***********************************************************************
 SV0275  DESIGNATION -  C 133
 SV0275  PID         -  SV0275
 SV0275  STATE/COUNTY-  ID/KOOTENAI
 SV0275  USGS QUAD   -  BLACK LAKE (1996)
 SV0275
 SV0275                         *CURRENT SURVEY CONTROL
 SV0275  ___________________________________________________________________
 SV0275* NAD 83(1986)-  47 25 13.     (N)    116 44 56.     (W)     SCALED    
 SV0275* NAVD 88     -       652.117  (meters)    2139.49   (feet)  ADJUSTED  
 SV0275  ___________________________________________________________________
 SV0275  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 SV0275  DYNAMIC HT  -         652.110 (meters)    2139.46  (feet)  COMP
 SV0275  MODELED GRAV-     980,581.6   (mgal)                       NAVD 88
 SV0275
 SV0275  VERT ORDER  -  SECOND    CLASS 0
 SV0275
 SV0275.The horizontal coordinates were scaled from a topographic map and have
 SV0275.an estimated accuracy of +/- 6 seconds.
 SV0275
 SV0275.The orthometric height was determined by differential leveling
 SV0275.and adjusted by the National Geodetic Survey in June 1991..
 SV0275
 SV0275.The geoid height was determined by GEOID03.
 SV0275
 SV0275.The dynamic height is computed by dividing the NAVD 88
 SV0275.geopotential number by the normal gravity value computed on the
 SV0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0275.degrees latitude (g = 980.6199 gals.).
 SV0275
 SV0275.The modeled gravity was interpolated from observed gravity values.
 SV0275
 SV0275;                    North         East    Units  Estimated Accuracy
 SV0275;SPC ID W     -   639,800.      724,630.      MT  (+/- 180 meters Scaled)
 SV0275
 SV0275                          SUPERSEDED SURVEY CONTROL
 SV0275
 SV0275  NGVD 29 (??/??/92)  650.992  (m)         2135.80   (f) ADJ UNCH    2 0
 SV0275
 SV0275.Superseded values are not recommended for survey control.
 SV0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0275.See file dsdata.txt to determine how the superseded data were derived.
 SV0275
 SV0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN189519(NAD 83)
 SV0275_MARKER: DB = BENCH MARK DISK
 SV0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0275_STAMPING: C 133 1935
 SV0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0275+STABILITY: SURFACE MOTION
 SV0275
 SV0275  HISTORY     - Date     Condition        Report By
 SV0275  HISTORY     - 1935     MONUMENTED       CGS
 SV0275  HISTORY     - 1956     MARK NOT FOUND   USGS
 SV0275
 SV0275                          STATION DESCRIPTION
 SV0275
 SV0275'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV0275'2.7 MI SW FROM HARRISON.
 SV0275'2.7 MILES SOUTHWEST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0275'NAVIGATION CO. RAILROAD FROM THE STATION AT HARRISON, KOOTENAI COUNTY,
 SV0275'0.2 MILE SOUTHEAST OF MILEPOST 28, 62.8 FEET NORTHEAST OF THE
 SV0275'CENTERLINE OF THE TRACK, 41.3 FEET SOUTHWEST OF THE CENTERLINE OF A
 SV0275'DIRT ROAD, 33.2 FEET EAST OF A TELEPHONE POLE, AND 2.3 FEET SOUTHWEST
 SV0275'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 133 1935 AND
 SV0275'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0278 ***********************************************************************
 SV0278  DESIGNATION -  C 134
 SV0278  PID         -  SV0278
 SV0278  STATE/COUNTY-  ID/KOOTENAI
 SV0278  USGS QUAD   -  HARRISON (1996)
 SV0278
 SV0278                         *CURRENT SURVEY CONTROL
 SV0278  ___________________________________________________________________
 SV0278* NAD 83(1986)-  47 27 42.     (N)    116 46 04.     (W)     SCALED    
 SV0278* NAVD 88     -       653.810  (meters)    2145.04   (feet)  ADJUSTED  
 SV0278  ___________________________________________________________________
 SV0278  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV0278  DYNAMIC HT  -         653.809 (meters)    2145.04  (feet)  COMP
 SV0278  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 SV0278
 SV0278  VERT ORDER  -  SECOND    CLASS 0
 SV0278
 SV0278.The horizontal coordinates were scaled from a topographic map and have
 SV0278.an estimated accuracy of +/- 6 seconds.
 SV0278
 SV0278.The orthometric height was determined by differential leveling
 SV0278.and adjusted by the National Geodetic Survey in June 1991..
 SV0278
 SV0278.The geoid height was determined by GEOID03.
 SV0278
 SV0278.The dynamic height is computed by dividing the NAVD 88
 SV0278.geopotential number by the normal gravity value computed on the
 SV0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0278.degrees latitude (g = 980.6199 gals.).
 SV0278
 SV0278.The modeled gravity was interpolated from observed gravity values.
 SV0278
 SV0278;                    North         East    Units  Estimated Accuracy
 SV0278;SPC ID W     -   644,420.      723,270.      MT  (+/- 180 meters Scaled)
 SV0278
 SV0278                          SUPERSEDED SURVEY CONTROL
 SV0278
 SV0278  NGVD 29 (??/??/92)  652.690  (m)         2141.37   (f) ADJ UNCH    2 0
 SV0278
 SV0278.Superseded values are not recommended for survey control.
 SV0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0278.See file dsdata.txt to determine how the superseded data were derived.
 SV0278
 SV0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN175564(NAD 83)
 SV0278_MARKER: DB = BENCH MARK DISK
 SV0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0278_STAMPING: C 134 1935
 SV0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0278+STABILITY: SURFACE MOTION
 SV0278
 SV0278  HISTORY     - Date     Condition        Report By
 SV0278  HISTORY     - 1935     MONUMENTED       CGS
 SV0278  HISTORY     - 1952     GOOD             NGS
 SV0278  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0278
 SV0278                          STATION DESCRIPTION
 SV0278
 SV0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0278'1.1 MI NE FROM HARRISON.
 SV0278'1.1 MILES NORTHEAST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0278'OFFICE AT HARRISON, 0.15 MILE SOUTH OF THE SOUTH END OF THE BRIDGE
 SV0278'OVER COEUR D ALENE RIVER, 41.9 FEET SOUTHWEST OF THE WEST CORNER OF A
 SV0278'FRAME HOUSE, 32 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8.4
 SV0278'FEET SOUTH OF THE WEST CORNER OF A PICKET FENCE, 1.1 FEET SOUTHWEST OF
 SV0278'THE FENCE, 1.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 SV0278'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 SV0278'FOOT ABOVE THE GROUND.
 SV0278
 SV0278                          STATION RECOVERY (1976)
 SV0278
 SV0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0297 ***********************************************************************
 SV0297  DESIGNATION -  C 135
 SV0297  PID         -  SV0297
 SV0297  STATE/COUNTY-  ID/BENEWAH
 SV0297  USGS QUAD   -  ST MARIES (1995)
 SV0297
 SV0297                         *CURRENT SURVEY CONTROL
 SV0297  ___________________________________________________________________
 SV0297* NAD 83(1986)-  47 18 54.     (N)    116 34 04.     (W)     SCALED    
 SV0297* NAVD 88     -       676.534  (meters)    2219.60   (feet)  ADJUSTED  
 SV0297  ___________________________________________________________________
 SV0297  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 SV0297  DYNAMIC HT  -         676.526 (meters)    2219.57  (feet)  COMP
 SV0297  MODELED GRAV-     980,578.9   (mgal)                       NAVD 88
 SV0297
 SV0297  VERT ORDER  -  SECOND    CLASS 0
 SV0297
 SV0297.The horizontal coordinates were scaled from a topographic map and have
 SV0297.an estimated accuracy of +/- 6 seconds.
 SV0297
 SV0297.The orthometric height was determined by differential leveling
 SV0297.and adjusted by the National Geodetic Survey in June 1991..
 SV0297
 SV0297.The geoid height was determined by GEOID03.
 SV0297
 SV0297.The dynamic height is computed by dividing the NAVD 88
 SV0297.geopotential number by the normal gravity value computed on the
 SV0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0297.degrees latitude (g = 980.6199 gals.).
 SV0297
 SV0297.The modeled gravity was interpolated from observed gravity values.
 SV0297
 SV0297;                    North         East    Units  Estimated Accuracy
 SV0297;SPC ID W     -   627,940.      738,170.      MT  (+/- 180 meters Scaled)
 SV0297
 SV0297                          SUPERSEDED SURVEY CONTROL
 SV0297
 SV0297  NGVD 29 (??/??/92)  675.420  (m)         2215.94   (f) ADJ UNCH    2 0
 SV0297
 SV0297.Superseded values are not recommended for survey control.
 SV0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0297.See file dsdata.txt to determine how the superseded data were derived.
 SV0297
 SV0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN326402(NAD 83)
 SV0297_MARKER: DB = BENCH MARK DISK
 SV0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0297_SP_SET: BUILDING WALL
 SV0297_STAMPING: C 135 1935
 SV0297_MARK LOGO: CGS   
 SV0297_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV0297+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1995
 SV0297
 SV0297  HISTORY     - Date     Condition        Report By
 SV0297  HISTORY     - 1935     MONUMENTED       CGS
 SV0297  HISTORY     - 1963     GOOD             NGS
 SV0297  HISTORY     - 1982     GOOD             NGS
 SV0297  HISTORY     - 19950810 GOOD             NGS
 SV0297
 SV0297                          STATION DESCRIPTION
 SV0297
 SV0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0297'IN ST MARIES.
 SV0297'AT ST MARIES SET IN THE NORTH WALL OF THE BENEWAH COUNTY COURT HOUSE,
 SV0297'40 FEET SOUTH OF THE CENTER OF COLLEGE AVENUE, 10 FEET EAST OF THE
 SV0297'CENTER OF A DRIVE TO THE OFFICIAL CAR PARKING LOT, 2 FEET WEST OF THE
 SV0297'WEST SIDE OF A WINDOW, 1 FOOT EAST OF THE NORTHWEST CORNER OF THE
 SV0297'BUILDING AND 4 1/2 FEET ABOVE THE LEVEL OF THE GROUND SET VERTICALLY
 SV0297'IN THE BRICK WALL.
 SV0297
 SV0297                          STATION RECOVERY (1982)
 SV0297
 SV0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SV0297'RECOVERED IN GOOD CONDITION.
 SV0297
 SV0297                          STATION RECOVERY (1995)
 SV0297
 SV0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 SV0297'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0522 ***********************************************************************
 QA0522  DESIGNATION -  C 136
 QA0522  PID         -  QA0522
 QA0522  STATE/COUNTY-  ID/VALLEY
 QA0522  USGS QUAD   -  EAGLE NEST (1988)
 QA0522
 QA0522                         *CURRENT SURVEY CONTROL
 QA0522  ___________________________________________________________________
 QA0522* NAD 83(1986)-  44 31 41.     (N)    115 58 46.     (W)     SCALED    
 QA0522* NAVD 88     -      1475.326  (meters)    4840.30   (feet)  ADJUSTED  
 QA0522  ___________________________________________________________________
 QA0522  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 QA0522  DYNAMIC HT  -        1474.628 (meters)    4838.01  (feet)  COMP
 QA0522  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 QA0522
 QA0522  VERT ORDER  -  SECOND    CLASS 0
 QA0522
 QA0522.The horizontal coordinates were scaled from a topographic map and have
 QA0522.an estimated accuracy of +/- 6 seconds.
 QA0522
 QA0522.The orthometric height was determined by differential leveling
 QA0522.and adjusted by the National Geodetic Survey in June 1991..
 QA0522
 QA0522.The geoid height was determined by GEOID03.
 QA0522
 QA0522.The dynamic height is computed by dividing the NAVD 88
 QA0522.geopotential number by the normal gravity value computed on the
 QA0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0522.degrees latitude (g = 980.6199 gals.).
 QA0522
 QA0522.The modeled gravity was interpolated from observed gravity values.
 QA0522
 QA0522;                    North         East    Units  Estimated Accuracy
 QA0522;SPC ID W     -   317,890.      781,760.      MT  (+/- 180 meters Scaled)
 QA0522
 QA0522                          SUPERSEDED SURVEY CONTROL
 QA0522
 QA0522  NGVD 29 (??/??/92) 1474.217  (m)         4836.66   (f) ADJ UNCH    2 0
 QA0522
 QA0522.Superseded values are not recommended for survey control.
 QA0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0522.See file dsdata.txt to determine how the superseded data were derived.
 QA0522
 QA0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK810310(NAD 83)
 QA0522_MARKER: DB = BENCH MARK DISK
 QA0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0522_STAMPING: C 136 1935
 QA0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0522+STABILITY: SURFACE MOTION
 QA0522
 QA0522  HISTORY     - Date     Condition        Report By
 QA0522  HISTORY     - 1935     MONUMENTED       CGS
 QA0522  HISTORY     - 1953     MARK NOT FOUND   NGS
 QA0522
 QA0522                          STATION DESCRIPTION
 QA0522
 QA0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QA0522'4.2 MI NE FROM CASCADE.
 QA0522'4.2 MILES NORTHEAST ALONG THE KNOX ROAD FROM THE OREGON SHORT LINE
 QA0522'RAILROAD STATION AT CASCADE, VALLEY COUNTY, AT THE JUNCTION OF A ROAD
 QA0522'LEADING TO THE CRAWFORD RANGER STATION, 53 FEET NORTH OF THE
 QA0522'CENTERLINE OF THE ROAD, 22.5 FEET NORTH OF A DIRECTION SIGN, 20 FEET
 QA0522'EAST OF A TELEPHONE LINE, AND 1 FOOT SOUTH OF THE PROPERTY-LINE FENCE.
 QA0522'A STANDARD DISK, STAMPED C 136 1935 AND SET IN THE TOP OF A CONCRETE
 QA0522'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0046 ***********************************************************************
 QB0046  DESIGNATION -  C 137
 QB0046  PID         -  QB0046
 QB0046  STATE/COUNTY-  ID/ADAMS
 QB0046  USGS QUAD   -  MEADOWS (1973)
 QB0046
 QB0046                         *CURRENT SURVEY CONTROL
 QB0046  ___________________________________________________________________
 QB0046* NAD 83(1986)-  44 57 39.     (N)    116 14 31.     (W)     SCALED    
 QB0046* NAVD 88     -      1214.624  (meters)    3984.98   (feet)  ADJUSTED  
 QB0046  ___________________________________________________________________
 QB0046  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 QB0046  DYNAMIC HT  -        1214.162 (meters)    3983.46  (feet)  COMP
 QB0046  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 QB0046
 QB0046  VERT ORDER  -  SECOND    CLASS 0
 QB0046
 QB0046.The horizontal coordinates were scaled from a topographic map and have
 QB0046.an estimated accuracy of +/- 6 seconds.
 QB0046
 QB0046.The orthometric height was determined by differential leveling
 QB0046.and adjusted by the National Geodetic Survey in June 1991..
 QB0046
 QB0046.The geoid height was determined by GEOID03.
 QB0046
 QB0046.The dynamic height is computed by dividing the NAVD 88
 QB0046.geopotential number by the normal gravity value computed on the
 QB0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0046.degrees latitude (g = 980.6199 gals.).
 QB0046
 QB0046.The modeled gravity was interpolated from observed gravity values.
 QB0046
 QB0046;                    North         East    Units  Estimated Accuracy
 QB0046;SPC ID W     -   366,070.      761,190.      MT  (+/- 180 meters Scaled)
 QB0046
 QB0046                          SUPERSEDED SURVEY CONTROL
 QB0046
 QB0046  NGVD 29 (??/??/92) 1213.486  (m)         3981.25   (f) ADJ UNCH    2 0
 QB0046
 QB0046.Superseded values are not recommended for survey control.
 QB0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0046.See file dsdata.txt to determine how the superseded data were derived.
 QB0046
 QB0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK597788(NAD 83)
 QB0046_MARKER: DB = BENCH MARK DISK
 QB0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0046_SP_SET: CULVERT
 QB0046_STAMPING: C 137 1935
 QB0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0046
 QB0046  HISTORY     - Date     Condition        Report By
 QB0046  HISTORY     - 1935     MONUMENTED       CGS
 QB0046  HISTORY     - 1973     GOOD             USGS
 QB0046
 QB0046                          STATION DESCRIPTION
 QB0046
 QB0046'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QB0046'2.1 MI E FROM NEW MEADOWS.
 QB0046'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 55 FROM THE
 QB0046'JUNCTION WITH U.S. HIGHWAY 95 AT NEW MEADOWS, ADAMS COUNTY, 0.3 MILE
 QB0046'NORTHEAST OF THE FORMER SCHOOL BUILDING AT MEADOWS, AT A 6 BY 6 FOOT
 QB0046'CONCRETE BOX CULVERT, AND IN THE TOP OF THE WEST END OF THE NORTH HEAD
 QB0046'WALL.  A STANDARD DISK, STAMPED C 137 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0547 ***********************************************************************
 QA0547  DESIGNATION -  C 138
 QA0547  PID         -  QA0547
 QA0547  STATE/COUNTY-  ID/VALLEY
 QA0547  USGS QUAD   -  LANDMARK (1988)
 QA0547
 QA0547                         *CURRENT SURVEY CONTROL
 QA0547  ___________________________________________________________________
 QA0547* NAD 83(1986)-  44 38 39.     (N)    115 37 19.     (W)     SCALED    
 QA0547* NAVD 88     -      1731.589  (meters)    5681.05   (feet)  POSTED    
 QA0547  ___________________________________________________________________
 QA0547  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 QA0547  DYNAMIC HT  -        1730.620 (meters)    5677.88  (feet)  COMP
 QA0547  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 QA0547
 QA0547  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QA0547
 QA0547.The horizontal coordinates were scaled from a topographic map and have
 QA0547.an estimated accuracy of +/- 6 seconds.
 QA0547
 QA0547.The orthometric height was determined by differential leveling
 QA0547.and adjusted by the National Geodetic Survey in 1992..
 QA0547.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QA0547.rate of 4.1 thru 8.0 mm/km.
 QA0547
 QA0547.The geoid height was determined by GEOID03.
 QA0547
 QA0547.The dynamic height is computed by dividing the NAVD 88
 QA0547.geopotential number by the normal gravity value computed on the
 QA0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0547.degrees latitude (g = 980.6199 gals.).
 QA0547
 QA0547.The modeled gravity was interpolated from observed gravity values.
 QA0547
 QA0547;                    North         East    Units  Estimated Accuracy
 QA0547;SPC ID W     -   330,770.      810,160.      MT  (+/- 180 meters Scaled)
 QA0547
 QA0547                          SUPERSEDED SURVEY CONTROL
 QA0547
 QA0547  NGVD 29 (??/??/92) 1730.284  (m)         5676.77   (f) ADJ UNCH    2 0
 QA0547
 QA0547.Superseded values are not recommended for survey control.
 QA0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0547.See file dsdata.txt to determine how the superseded data were derived.
 QA0547
 QA0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK092443(NAD 83)
 QA0547_MARKER: DB = BENCH MARK DISK
 QA0547_SETTING: 80 = SET IN A BOULDER
 QA0547_SP_SET: BOULDER
 QA0547_STAMPING: C 138 1935
 QA0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0547+STABILITY: SURFACE MOTION
 QA0547
 QA0547  HISTORY     - Date     Condition        Report By
 QA0547  HISTORY     - 1935     MONUMENTED       CGS
 QA0547
 QA0547                          STATION DESCRIPTION
 QA0547
 QA0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0547'4.5 MI E FROM KNOX.
 QA0547'4.5 MILES EAST ALONG THE LANDMARK ROAD FROM THE WARM LAKE ROAD
 QA0547'JUNCTION AT KNOX, VALLEY COUNTY, ABOUT 60 FEET EAST OF A PIPE CULVERT,
 QA0547'AT THE SOUTH END OF A CURVE, 26.5 FEET EAST OF A WHITE POST MARKED 24,
 QA0547'29 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 9.0 FEET EAST OF A
 QA0547'BLAZED 2-FOOT PINE TREE, IN THE TOP OF THE NORTH END OF A GRANITE
 QA0547'BOULDER, AND ABOUT 3 FEET LOWER THAN THE ROADWAY.  A STANDARD DISK,
 QA0547'STAMPED C 138 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0073 ***********************************************************************
 QB0073  DESIGNATION -  C 139
 QB0073  PID         -  QB0073
 QB0073  STATE/COUNTY-  ID/VALLEY
 QB0073  USGS QUAD   -  DONNELLY (1985)
 QB0073
 QB0073                         *CURRENT SURVEY CONTROL
 QB0073  ___________________________________________________________________
 QB0073* NAD 83(1986)-  44 42 32.     (N)    116 04 36.     (W)     SCALED    
 QB0073* NAVD 88     -      1480.076  (meters)    4855.88   (feet)  ADJUSTED  
 QB0073  ___________________________________________________________________
 QB0073  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 QB0073  DYNAMIC HT  -        1479.419 (meters)    4853.73  (feet)  COMP
 QB0073  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 QB0073
 QB0073  VERT ORDER  -  SECOND    CLASS 0
 QB0073
 QB0073.The horizontal coordinates were scaled from a topographic map and have
 QB0073.an estimated accuracy of +/- 6 seconds.
 QB0073
 QB0073.The orthometric height was determined by differential leveling
 QB0073.and adjusted by the National Geodetic Survey in June 1991..
 QB0073
 QB0073.The geoid height was determined by GEOID03.
 QB0073
 QB0073.The dynamic height is computed by dividing the NAVD 88
 QB0073.geopotential number by the normal gravity value computed on the
 QB0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0073.degrees latitude (g = 980.6199 gals.).
 QB0073
 QB0073.The modeled gravity was interpolated from observed gravity values.
 QB0073
 QB0073;                    North         East    Units  Estimated Accuracy
 QB0073;SPC ID W     -   338,010.      774,120.      MT  (+/- 180 meters Scaled)
 QB0073
 QB0073                          SUPERSEDED SURVEY CONTROL
 QB0073
 QB0073  NGVD 29 (??/??/92) 1478.958  (m)         4852.21   (f) ADJ UNCH    2 0
 QB0073
 QB0073.Superseded values are not recommended for survey control.
 QB0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0073.See file dsdata.txt to determine how the superseded data were derived.
 QB0073
 QB0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK731510(NAD 83)
 QB0073_MARKER: DB = BENCH MARK DISK
 QB0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0073_STAMPING: C 139 1935
 QB0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0073+STABILITY: SURFACE MOTION
 QB0073
 QB0073  HISTORY     - Date     Condition        Report By
 QB0073  HISTORY     - 1935     MONUMENTED       CGS
 QB0073
 QB0073                          STATION DESCRIPTION
 QB0073
 QB0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0073'1.7 MI S FROM DONNELLY.
 QB0073'ABOUT 1.7 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 QB0073'HIGH SCHOOL AT DONNELLY, VALLEY COUNTY, ABOUT 45 YARDS SOUTH OF
 QB0073'CULVERT 113+60, ABOUT 51.5 FEET EAST OF THE CENTER OF A GRADE
 QB0073'CROSSING, 30 FEET NORTH OF POLE 113+17, 12 FEET SOUTH OF THE CENTER OF
 QB0073'A GATE, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 QB0073'STAMPED C 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0467 ***********************************************************************
 OX0467  DESIGNATION -  C 14
 OX0467  PID         -  OX0467
 OX0467  STATE/COUNTY-  ID/BONNEVILLE
 OX0467  USGS QUAD   -  HEISE SE (1979)
 OX0467
 OX0467                         *CURRENT SURVEY CONTROL
 OX0467  ___________________________________________________________________
 OX0467* NAD 83(1986)-  43 34 03.     (N)    111 32 19.     (W)     SCALED    
 OX0467* NAVD 88     -      1694.872  (meters)    5560.59   (feet)  ADJUSTED  
 OX0467  ___________________________________________________________________
 OX0467  GEOID HEIGHT-         -10.57  (meters)                     GEOID03
 OX0467  DYNAMIC HT  -        1693.884 (meters)    5557.35  (feet)  COMP
 OX0467  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 OX0467
 OX0467  VERT ORDER  -  FIRST     CLASS II
 OX0467
 OX0467.The horizontal coordinates were scaled from a topographic map and have
 OX0467.an estimated accuracy of +/- 6 seconds.
 OX0467
 OX0467.The orthometric height was determined by differential leveling
 OX0467.and adjusted by the National Geodetic Survey in June 1991..
 OX0467
 OX0467.The geoid height was determined by GEOID03.
 OX0467
 OX0467.The dynamic height is computed by dividing the NAVD 88
 OX0467.geopotential number by the normal gravity value computed on the
 OX0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0467.degrees latitude (g = 980.6199 gals.).
 OX0467
 OX0467.The modeled gravity was interpolated from observed gravity values.
 OX0467
 OX0467;                    North         East    Units  Estimated Accuracy
 OX0467;SPC ID E     -   211,340.      250,740.      MT  (+/- 180 meters Scaled)
 OX0467
 OX0467                          SUPERSEDED SURVEY CONTROL
 OX0467
 OX0467  NGVD 29 (??/??/92) 1693.699  (m)         5556.74   (f) ADJ UNCH    1 2
 OX0467
 OX0467.Superseded values are not recommended for survey control.
 OX0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0467.See file dsdata.txt to determine how the superseded data were derived.
 OX0467
 OX0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP565239(NAD 83)
 OX0467_MARKER: DD = SURVEY DISK
 OX0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0467_STAMPING: C 14 1930
 OX0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0467+STABILITY: SURFACE MOTION
 OX0467
 OX0467  HISTORY     - Date     Condition        Report By
 OX0467  HISTORY     - 1930     MONUMENTED       USGS
 OX0467
 OX0467                          STATION DESCRIPTION
 OX0467
 OX0467'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0467'15.0 MI NW FROM SWAN VALLEY.
 OX0467'15.0 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0467'BONNEVILLE COUNTY, 12.2 MILES NORTHWEST OF THE SWAN VALLEY BRIDGE OVER
 OX0467'SNAKE RIVER, 31.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 OX0467'28 FEET SOUTHEAST OF THE CENTERLINE OF A ROAD LEADING NORTHEAST. A
 OX0467'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 14 1930 AND
 OX0467'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0098 ***********************************************************************
 OZ0098  DESIGNATION -  C 14
 OZ0098  PID         -  OZ0098
 OZ0098  STATE/COUNTY-  ID/BLAINE
 OZ0098  USGS QUAD   -  BELLEVUE (1986)
 OZ0098
 OZ0098                         *CURRENT SURVEY CONTROL
 OZ0098  ___________________________________________________________________
 OZ0098* NAD 83(1986)-  43 27 38.     (N)    114 15 29.     (W)     SCALED    
 OZ0098* NAVD 88     -      1576.594  (meters)    5172.54   (feet)  ADJUSTED  
 OZ0098  ___________________________________________________________________
 OZ0098  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 OZ0098  DYNAMIC HT  -        1575.698 (meters)    5169.60  (feet)  COMP
 OZ0098  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 OZ0098
 OZ0098  VERT ORDER  -  FIRST     CLASS II
 OZ0098
 OZ0098.The horizontal coordinates were scaled from a topographic map and have
 OZ0098.an estimated accuracy of +/- 6 seconds.
 OZ0098
 OZ0098.The orthometric height was determined by differential leveling
 OZ0098.and adjusted by the National Geodetic Survey in June 1991..
 OZ0098
 OZ0098.The geoid height was determined by GEOID03.
 OZ0098
 OZ0098.The dynamic height is computed by dividing the NAVD 88
 OZ0098.geopotential number by the normal gravity value computed on the
 OZ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0098.degrees latitude (g = 980.6199 gals.).
 OZ0098
 OZ0098.The modeled gravity was interpolated from observed gravity values.
 OZ0098
 OZ0098;                    North         East    Units  Estimated Accuracy
 OZ0098;SPC ID C     -   199,300.      479,120.      MT  (+/- 180 meters Scaled)
 OZ0098
 OZ0098                          SUPERSEDED SURVEY CONTROL
 OZ0098
 OZ0098  NGVD 29 (??/??/92) 1575.497  (m)         5168.94   (f) ADJ UNCH    1 2
 OZ0098
 OZ0098.Superseded values are not recommended for survey control.
 OZ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0098.See file dsdata.txt to determine how the superseded data were derived.
 OZ0098
 OZ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ218156(NAD 83)
 OZ0098_MARKER: DB = BENCH MARK DISK
 OZ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0098_STAMPING: 5169.051 C 14 1933
 OZ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0098+STABILITY: SURFACE MOTION
 OZ0098
 OZ0098  HISTORY     - Date     Condition        Report By
 OZ0098  HISTORY     - 1933     MONUMENTED       CGS
 OZ0098  HISTORY     - 1934     GOOD             NGS
 OZ0098  HISTORY     - 1942     GOOD             NGS
 OZ0098
 OZ0098                          STATION DESCRIPTION
 OZ0098
 OZ0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0098'IN BELLEVUE.
 OZ0098'AT BELLEVUE, BLAINE COUNTY, 0.1 MILE NORTH OF THE OREGON SHORT LINE
 OZ0098'RAILROAD STATION, 85 FEET NORTH OF THE NORTH SWITCH, 42 FEET NORTHWEST
 OZ0098'OF A STREET CROSSING, 12 FEET NORTH OF AN IRRIGATION DITCH, AND AT THE
 OZ0098'SOUTHEAST FENCE CORNER OF A PASTURE.  A STANDARD DISK, STAMPED
 OZ0098'5169.051 C 14 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 OZ0098'FOOT ABOVE GROUND.
 OZ0098
 OZ0098                          STATION RECOVERY (1942)
 OZ0098
 OZ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 OZ0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0158 ***********************************************************************
 QB0158  DESIGNATION -  C 140
 QB0158  PID         -  QB0158
 QB0158  STATE/COUNTY-  ID/VALLEY
 QB0158  USGS QUAD   -  SMITHS FERRY (1985)
 QB0158
 QB0158                         *CURRENT SURVEY CONTROL
 QB0158  ___________________________________________________________________
 QB0158* NAD 83(1986)-  44 21 51.     (N)    116 01 11.     (W)     SCALED    
 QB0158* NAVD 88     -      1477.288  (meters)    4846.74   (feet)  POSTED    
 QB0158  ___________________________________________________________________
 QB0158  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 QB0158  DYNAMIC HT  -        1476.600 (meters)    4844.48  (feet)  COMP
 QB0158  MODELED GRAV-     980,100.7   (mgal)                       NAVD 88
 QB0158
 QB0158  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QB0158
 QB0158.The horizontal coordinates were scaled from a topographic map and have
 QB0158.an estimated accuracy of +/- 6 seconds.
 QB0158
 QB0158.The orthometric height was determined by differential leveling
 QB0158.and adjusted by the National Geodetic Survey in 1992..
 QB0158.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QB0158.rate of 4.1 thru 8.0 mm/km.
 QB0158
 QB0158.The geoid height was determined by GEOID03.
 QB0158
 QB0158.The dynamic height is computed by dividing the NAVD 88
 QB0158.geopotential number by the normal gravity value computed on the
 QB0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0158.degrees latitude (g = 980.6199 gals.).
 QB0158
 QB0158.The modeled gravity was interpolated from observed gravity values.
 QB0158
 QB0158;                    North         East    Units  Estimated Accuracy
 QB0158;SPC ID W     -   299,690.      778,500.      MT  (+/- 180 meters Scaled)
 QB0158
 QB0158                          SUPERSEDED SURVEY CONTROL
 QB0158
 QB0158  NGVD 29 (??/??/92) 1476.121  (m)         4842.91   (f) ADJ UNCH    2 0
 QB0158
 QB0158.Superseded values are not recommended for survey control.
 QB0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0158.See file dsdata.txt to determine how the superseded data were derived.
 QB0158
 QB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK781127(NAD 83)
 QB0158_MARKER: DB = BENCH MARK DISK
 QB0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0158_STAMPING: C 140 1935
 QB0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0158+STABILITY: SURFACE MOTION
 QB0158
 QB0158  HISTORY     - Date     Condition        Report By
 QB0158  HISTORY     - 1935     MONUMENTED       CGS
 QB0158  HISTORY     - 1952     MARK NOT FOUND   USGS
 QB0158
 QB0158                          STATION DESCRIPTION
 QB0158
 QB0158'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QB0158'6.5 MI NE FROM SMITHS FERRY.
 QB0158'6.5 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE FIRE WARDEN
 QB0158'RESIDENCE AT SMITHS FERRY, VALLEY COUNTY, ABOUT 123 YARDS NORTH OF A
 QB0158'RIGHT-OF-WAY MARKER STAMPED P.O.T. 304+59, ABOUT 153 FEET NORTH OF A
 QB0158'PIPE CULVERT, ABOUT 135 FEET NORTH OF A GASOLINE PUMP OF THE JOE
 QB0158'MILLER SERVICE STATION, 39 FEET WEST OF THE CENTER LINE OF THE
 QB0158'HIGHWAY, 15.5 FEET NORTH OF THE CENTER LINE OF THE NORTH DRIVEWAY TO
 QB0158'THE SERVICE STATION, AND 1 FOOT EAST OF THE PROPERTY LINE.  A STANDARD
 QB0158'DISK, STAMPED C 140 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 QB0158'ROAD REPAIRS IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0059 ***********************************************************************
 OH0059  DESIGNATION -  C 142
 OH0059  PID         -  OH0059
 OH0059  STATE/COUNTY-  ID/ADA
 OH0059  USGS QUAD   -  LUCKY PEAK (1972)
 OH0059
 OH0059                         *CURRENT SURVEY CONTROL
 OH0059  ___________________________________________________________________
 OH0059* NAD 83(1986)-  43 32 17.     (N)    116 05 34.     (W)     SCALED    
 OH0059* NAVD 88     -       863.530  (meters)    2833.10   (feet)  ADJUSTED  
 OH0059  ___________________________________________________________________
 OH0059  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 OH0059  DYNAMIC HT  -         863.176 (meters)    2831.94  (feet)  COMP
 OH0059  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 OH0059
 OH0059  VERT ORDER  -  SECOND    CLASS 0
 OH0059
 OH0059.The horizontal coordinates were scaled from a topographic map and have
 OH0059.an estimated accuracy of +/- 6 seconds.
 OH0059
 OH0059.The orthometric height was determined by differential leveling
 OH0059.and adjusted by the National Geodetic Survey in June 1991..
 OH0059
 OH0059.The geoid height was determined by GEOID03.
 OH0059
 OH0059.The dynamic height is computed by dividing the NAVD 88
 OH0059.geopotential number by the normal gravity value computed on the
 OH0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0059.degrees latitude (g = 980.6199 gals.).
 OH0059
 OH0059.The modeled gravity was interpolated from observed gravity values.
 OH0059
 OH0059;                    North         East    Units  Estimated Accuracy
 OH0059;SPC ID W     -   207,930.      772,300.      MT  (+/- 180 meters Scaled)
 OH0059
 OH0059                          SUPERSEDED SURVEY CONTROL
 OH0059
 OH0059  NGVD 29 (??/??/92)  862.542  (m)         2829.86   (f) ADJ UNCH    2 0
 OH0059
 OH0059.Superseded values are not recommended for survey control.
 OH0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0059.See file dsdata.txt to determine how the superseded data were derived.
 OH0059
 OH0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ732209(NAD 83)
 OH0059_MARKER: DB = BENCH MARK DISK
 OH0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0059_SP_SET: PIER
 OH0059_STAMPING: C-142 1935
 OH0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0059
 OH0059  HISTORY     - Date     Condition        Report By
 OH0059  HISTORY     - 1935     MONUMENTED       CGS
 OH0059
 OH0059                          STATION DESCRIPTION
 OH0059
 OH0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0059'8.6 MI SE FROM BOISE.
 OH0059'8.6 MILES SOUTHEAST OF, ALONG ST. HWY. NO. 21, FROM U.S. POST OFFICE.
 OH0059'270 FEET NORTH OF NORTH END OF POWER HOUSE.  150 FEET SOUTH OF
 OH0059'CENTERLINE OF STATE HIGHWAY NO. 21.  3.5 FEET EAST OF WEST END OF TOP
 OH0059'OF NORTH CONCRETE PIER.  TABLET SET HORIZONTALLY IN TOP OF NORTH
 OH0059'CONCRETE PIER TO RECLAMATION DIVERSION DAM ON BOISE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0667 ***********************************************************************
 OH0667  DESIGNATION -  C 143
 OH0667  PID         -  OH0667
 OH0667  STATE/COUNTY-  ID/CANYON
 OH0667  USGS QUAD   -  MIDDLETON (1971)
 OH0667
 OH0667                         *CURRENT SURVEY CONTROL
 OH0667  ___________________________________________________________________
 OH0667* NAD 83(1986)-  43 38 03.     (N)    116 35 04.     (W)     SCALED    
 OH0667* NAVD 88     -       748.364  (meters)    2455.26   (feet)  ADJUSTED  
 OH0667  ___________________________________________________________________
 OH0667  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 OH0667  DYNAMIC HT  -         748.112 (meters)    2454.43  (feet)  COMP
 OH0667  MODELED GRAV-     980,257.0   (mgal)                       NAVD 88
 OH0667
 OH0667  VERT ORDER  -  SECOND    CLASS 0
 OH0667
 OH0667.The horizontal coordinates were scaled from a topographic map and have
 OH0667.an estimated accuracy of +/- 6 seconds.
 OH0667
 OH0667.The orthometric height was determined by differential leveling
 OH0667.and adjusted by the National Geodetic Survey in June 1991..
 OH0667
 OH0667.The geoid height was determined by GEOID03.
 OH0667
 OH0667.The dynamic height is computed by dividing the NAVD 88
 OH0667.geopotential number by the normal gravity value computed on the
 OH0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0667.degrees latitude (g = 980.6199 gals.).
 OH0667
 OH0667.The modeled gravity was interpolated from observed gravity values.
 OH0667
 OH0667;                    North         East    Units  Estimated Accuracy
 OH0667;SPC ID W     -   218,890.      732,670.      MT  (+/- 180 meters Scaled)
 OH0667
 OH0667                          SUPERSEDED SURVEY CONTROL
 OH0667
 OH0667  NGVD 29 (??/??/92)  747.431  (m)         2452.20   (f) ADJ UNCH    2 0
 OH0667
 OH0667.Superseded values are not recommended for survey control.
 OH0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0667.See file dsdata.txt to determine how the superseded data were derived.
 OH0667
 OH0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ335313(NAD 83)
 OH0667_MARKER: DB = BENCH MARK DISK
 OH0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0667_STAMPING: C 143 1935
 OH0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0667+STABILITY: SURFACE MOTION
 OH0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0667+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2000
 OH0667
 OH0667  HISTORY     - Date     Condition        Report By
 OH0667  HISTORY     - 1935     MONUMENTED       CGS
 OH0667  HISTORY     - 1970     GOOD             NGS
 OH0667  HISTORY     - 1983     GOOD             NGS
 OH0667  HISTORY     - 20000822 GOOD             ORBITE
 OH0667
 OH0667                          STATION DESCRIPTION
 OH0667
 OH0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0667'4.0 MI N FROM NAMPA.
 OH0667'ON THE RAILROAD RIGHT-OF-WAY, 140 FEET NORTHWEST OF MILE POST 4, 44
 OH0667'FEET WEST OF THE NEAREST RAIL, 33 FEET NORTH OF THE CENTER OF AN
 OH0667'EAST-WEST MACADAM ROAD, 13 FEET NORTHWEST OF A POWER LINE BRACE POLE,
 OH0667'6 FEET NORTHEAST OF A CORNER POST IN THE RIGHT-OF-WAY FENCE LINE, AND
 OH0667'1 FOOT SOUTH OF A METAL WITNESS POST SET IN A 6-INCH SQUARE CONCRETE
 OH0667'MONUMENT THAT PROJECTS 5 INCHES.
 OH0667
 OH0667                          STATION RECOVERY (1983)
 OH0667
 OH0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0667'RECOVERED IN GOOD CONDITION.
 OH0667
 OH0667                          STATION RECOVERY (2000)
 OH0667
 OH0667'RECOVERY NOTE BY ORBITECH INC 2000 (SHG)
 OH0667'GOOD CONDITION.
 OH0667'SUITABLE FOR SATELLITE OBSERVATIONS AUGUST 22, 2000
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0690 ***********************************************************************
 OZ0690  DESIGNATION -  C 145
 OZ0690  PID         -  OZ0690
 OZ0690  STATE/COUNTY-  ID/BOISE
 OZ0690  USGS QUAD   -  SUNSET MTN (1972)
 OZ0690
 OZ0690                         *CURRENT SURVEY CONTROL
 OZ0690  ___________________________________________________________________
 OZ0690* NAD 83(1986)-  43 53 27.     (N)    115 43 23.     (W)     SCALED    
 OZ0690* NAVD 88     -      1421.549  (meters)    4663.87   (feet)  ADJUSTED  
 OZ0690  ___________________________________________________________________
 OZ0690  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 OZ0690  DYNAMIC HT  -        1420.796 (meters)    4661.39  (feet)  COMP
 OZ0690  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 OZ0690
 OZ0690  VERT ORDER  -  SECOND    CLASS 0
 OZ0690
 OZ0690.The horizontal coordinates were scaled from a topographic map and have
 OZ0690.an estimated accuracy of +/- 6 seconds.
 OZ0690
 OZ0690.The orthometric height was determined by differential leveling
 OZ0690.and adjusted by the National Geodetic Survey in June 1991..
 OZ0690
 OZ0690.The geoid height was determined by GEOID03.
 OZ0690
 OZ0690.The dynamic height is computed by dividing the NAVD 88
 OZ0690.geopotential number by the normal gravity value computed on the
 OZ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0690.degrees latitude (g = 980.6199 gals.).
 OZ0690
 OZ0690.The modeled gravity was interpolated from observed gravity values.
 OZ0690
 OZ0690;                    North         East    Units  Estimated Accuracy
 OZ0690;SPC ID W     -   247,060.      802,170.      MT  (+/- 180 meters Scaled)
 OZ0690
 OZ0690                          SUPERSEDED SURVEY CONTROL
 OZ0690
 OZ0690  NGVD 29 (??/??/92) 1420.378  (m)         4660.02   (f) ADJ UNCH    2 0
 OZ0690
 OZ0690.Superseded values are not recommended for survey control.
 OZ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0690.See file dsdata.txt to determine how the superseded data were derived.
 OZ0690
 OZ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ025605(NAD 83)
 OZ0690_MARKER: DB = BENCH MARK DISK
 OZ0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0690_SP_SET: CULVERT
 OZ0690_STAMPING: C 145 1935
 OZ0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0690
 OZ0690  HISTORY     - Date     Condition        Report By
 OZ0690  HISTORY     - 1935     MONUMENTED       CGS
 OZ0690  HISTORY     - 1972     MARK NOT FOUND   USGS
 OZ0690
 OZ0690                          STATION DESCRIPTION
 OZ0690
 OZ0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0690'8.1 MI NE FROM IDAHO CITY.
 OZ0690'8.1 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0690'AT IDAHO CITY, BOISE COUNTY, 82 FEET WEST OF THE WEST BANK OF A CREEK,
 OZ0690'49 FEET NORTH OF A 2 1/2-FOOT PINE TREE, 15 FEET EAST OF THE
 OZ0690'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE NORTH END OF THE EAST
 OZ0690'HEADWALL OF A CONCRETE CULVERT.  A STANDARD DISK, STAMPED C 145 1935.
 OZ0690
 OZ0690                          STATION RECOVERY (1972)
 OZ0690
 OZ0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OZ0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0139 ***********************************************************************
 QB0139  DESIGNATION -  C 146
 QB0139  PID         -  QB0139
 QB0139  STATE/COUNTY-  ID/GEM
 QB0139  USGS QUAD   -  OLA (1970)
 QB0139
 QB0139                         *CURRENT SURVEY CONTROL
 QB0139  ___________________________________________________________________
 QB0139* NAD 83(1986)-  44 10 51.     (N)    116 17 33.     (W)     SCALED    
 QB0139* NAVD 88     -       919.242  (meters)    3015.88   (feet)  ADJUSTED  
 QB0139  ___________________________________________________________________
 QB0139  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 QB0139  DYNAMIC HT  -         918.912 (meters)    3014.80  (feet)  COMP
 QB0139  MODELED GRAV-     980,229.4   (mgal)                       NAVD 88
 QB0139
 QB0139  VERT ORDER  -  SECOND    CLASS 0
 QB0139
 QB0139.The horizontal coordinates were scaled from a topographic map and have
 QB0139.an estimated accuracy of +/- 6 seconds.
 QB0139
 QB0139.The orthometric height was determined by differential leveling
 QB0139.and adjusted by the National Geodetic Survey in June 1991..
 QB0139
 QB0139.The geoid height was determined by GEOID03.
 QB0139
 QB0139.The dynamic height is computed by dividing the NAVD 88
 QB0139.geopotential number by the normal gravity value computed on the
 QB0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0139.degrees latitude (g = 980.6199 gals.).
 QB0139
 QB0139.The modeled gravity was interpolated from observed gravity values.
 QB0139
 QB0139;                    North         East    Units  Estimated Accuracy
 QB0139;SPC ID W     -   279,430.      756,620.      MT  (+/- 180 meters Scaled)
 QB0139
 QB0139                          SUPERSEDED SURVEY CONTROL
 QB0139
 QB0139  NGVD 29 (??/??/92)  918.181  (m)         3012.40   (f) ADJ UNCH    2 0
 QB0139
 QB0139.Superseded values are not recommended for survey control.
 QB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0139.See file dsdata.txt to determine how the superseded data were derived.
 QB0139
 QB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ565922(NAD 83)
 QB0139_MARKER: DB = BENCH MARK DISK
 QB0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0139_STAMPING: C 146 1935
 QB0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0139+STABILITY: SURFACE MOTION
 QB0139
 QB0139  HISTORY     - Date     Condition        Report By
 QB0139  HISTORY     - 1935     MONUMENTED       CGS
 QB0139  HISTORY     - 1970     MARK NOT FOUND   NGS
 QB0139
 QB0139                          STATION DESCRIPTION
 QB0139
 QB0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0139'IN OLA.
 QB0139'AT OLA, GEM COUNTY, AT THE JUNCTION OF CRANE CREEK AND SMITHS FERRY
 QB0139'ROADS, 45 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 27.0 FEET WEST
 QB0139'OF THE CENTER LINE OF THE SMITHS FERRY ROAD, AND 1.5 FEET EAST OF THE
 QB0139'PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED C 146 1935 AND SET IN
 QB0139'THE TOP OF A CONCRETE POST.
 QB0139
 QB0139                          STATION RECOVERY (1970)
 QB0139
 QB0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QB0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0221 ***********************************************************************
 QB0221  DESIGNATION -  C 147
 QB0221  PID         -  QB0221
 QB0221  STATE/COUNTY-  ID/WASHINGTON
 QB0221  USGS QUAD   -  NUTMEG FLAT (1986)
 QB0221
 QB0221                         *CURRENT SURVEY CONTROL
 QB0221  ___________________________________________________________________
 QB0221* NAD 83(1986)-  44 15 28.     (N)    116 44 34.     (W)     SCALED    
 QB0221* NAVD 88     -       743.363  (meters)    2438.85   (feet)  ADJUSTED  
 QB0221  ___________________________________________________________________
 QB0221  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 QB0221  DYNAMIC HT  -         743.129 (meters)    2438.08  (feet)  COMP
 QB0221  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 QB0221
 QB0221  VERT ORDER  -  SECOND    CLASS 0
 QB0221
 QB0221.The horizontal coordinates were scaled from a topographic map and have
 QB0221.an estimated accuracy of +/- 6 seconds.
 QB0221
 QB0221.The orthometric height was determined by differential leveling
 QB0221.and adjusted by the National Geodetic Survey in June 1991..
 QB0221
 QB0221.The geoid height was determined by GEOID03.
 QB0221
 QB0221.The dynamic height is computed by dividing the NAVD 88
 QB0221.geopotential number by the normal gravity value computed on the
 QB0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0221.degrees latitude (g = 980.6199 gals.).
 QB0221
 QB0221.The modeled gravity was interpolated from observed gravity values.
 QB0221
 QB0221;                    North         East    Units  Estimated Accuracy
 QB0221;SPC ID W     -   288,310.      720,720.      MT  (+/- 180 meters Scaled)
 QB0221
 QB0221                          SUPERSEDED SURVEY CONTROL
 QB0221
 QB0221  NGVD 29 (??/??/92)  742.347  (m)         2435.52   (f) ADJ UNCH    2 0
 QB0221
 QB0221.Superseded values are not recommended for survey control.
 QB0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0221.See file dsdata.txt to determine how the superseded data were derived.
 QB0221
 QB0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK205005(NAD 83)
 QB0221_MARKER: DB = BENCH MARK DISK
 QB0221_SETTING: 66 = SET IN ROCK OUTCROP
 QB0221_SP_SET: OUTCROP
 QB0221_STAMPING: C 147 1935
 QB0221_MARK LOGO: CGS   
 QB0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0221+STABILITY: POSITION/ELEVATION WELL
 QB0221
 QB0221  HISTORY     - Date     Condition        Report By
 QB0221  HISTORY     - 1935     MONUMENTED       CGS
 QB0221  HISTORY     - 1983     GOOD             NGS
 QB0221  HISTORY     - 19990526 GOOD             IDTD
 QB0221
 QB0221                          STATION DESCRIPTION
 QB0221
 QB0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0221'12.6 MI E FROM WEISER.
 QB0221'ABOUT 12.6 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0221'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 1.8 MILES EAST OF THE
 QB0221'UNION PACIFIC RAILROAD STATION AT CRANE, ABOUT 1.8 MILES EAST OF A
 QB0221'BRIDGE OVER WEISER RIVER, AT THE JUNCTION OF A ROAD LEADING NORTH,
 QB0221'ABOUT 70 YARDS SOUTH OF A NORTHWEST-TO-SOUTH CURVE, ABOUT 120 FEET
 QB0221'SOUTH OF A SMALL WOODEN BRIDGE, 33 FEET WEST OF THE CENTER LINE OF THE
 QB0221'ROAD, AND IN THE TOP OF THE NORTH EDGE OF A ROCK OUTCROP.  A STANDARD
 QB0221'DISK, STAMPED C 147 1935.
 QB0221
 QB0221                          STATION RECOVERY (1983)
 QB0221
 QB0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0221'0.18 KM (0.1 MI) NORTH ALONG EAST 2ND ST FROM THE COUNTY COURTHOUSE
 QB0221'AT WEISER, THENCE 18.65 KM (11.65 MI) EAST ALONG RIVER ROAD, THENCE
 QB0221'2.55 KM (1.6 MI) EAST ALONG SOUTH CRANE CREEK ROAD, IN TOP OF AND 0.3
 QB0221'M (1.0 FT) SOUTHWEST OF THE NORTHEAST EDGE OF A 2 X 3 FT. VOLCANIC
 QB0221'ROCK OUTCROP PROJECTING 1.0 FT. ABOVE THE GROUND AND ON THE EAST
 QB0221'POINT OF A SMALL ROCK OUTCROP KNOLL, 74.0 M (243.0 FT) NORTHEAST
 QB0221'CENTERLINE ROAD, 36.5 M (120.0 FT) SOUTH OF THE CENTERLINE OF BEAR
 QB0221'CREEK, 10.0 M (33.0 FT) WEST CENTERLINE OF A TRACK ROAD.
 QB0221
 QB0221                          STATION RECOVERY (1999)
 QB0221
 QB0221'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 QB0221'MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1983 EXCEPT
 QB0221'CHANGE RIVER ROAD TO WEISER RIVER ROAD AND SOUTH CRANE CREEK ROAD TO
 QB0221'BEAR CREEK ROAD.  MARK IS SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0243 ***********************************************************************
 QB0243  DESIGNATION -  C 148
 QB0243  PID         -  QB0243
 QB0243  STATE/COUNTY-  ID/PAYETTE
 QB0243  USGS QUAD   -  PAYETTE (1974)
 QB0243
 QB0243                         *CURRENT SURVEY CONTROL
 QB0243  ___________________________________________________________________
 QB0243* NAD 83(1986)-  44 01 35.     (N)    116 55 07.     (W)     SCALED    
 QB0243* NAVD 88     -       671.593  (meters)    2203.38   (feet)  ADJUSTED  
 QB0243  ___________________________________________________________________
 QB0243  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 QB0243  DYNAMIC HT  -         671.393 (meters)    2202.73  (feet)  COMP
 QB0243  MODELED GRAV-     980,299.4   (mgal)                       NAVD 88
 QB0243
 QB0243  VERT ORDER  -  SECOND    CLASS 0
 QB0243
 QB0243.The horizontal coordinates were scaled from a topographic map and have
 QB0243.an estimated accuracy of +/- 6 seconds.
 QB0243
 QB0243.The orthometric height was determined by differential leveling
 QB0243.and adjusted by the National Geodetic Survey in June 1991..
 QB0243
 QB0243.The geoid height was determined by GEOID03.
 QB0243
 QB0243.The dynamic height is computed by dividing the NAVD 88
 QB0243.geopotential number by the normal gravity value computed on the
 QB0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0243.degrees latitude (g = 980.6199 gals.).
 QB0243
 QB0243.The modeled gravity was interpolated from observed gravity values.
 QB0243
 QB0243;                    North         East    Units  Estimated Accuracy
 QB0243;SPC ID W     -   262,790.      706,320.      MT  (+/- 180 meters Scaled)
 QB0243
 QB0243                          SUPERSEDED SURVEY CONTROL
 QB0243
 QB0243  NGVD 29 (??/??/92)  670.642  (m)         2200.26   (f) ADJ UNCH    2 0
 QB0243
 QB0243.Superseded values are not recommended for survey control.
 QB0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0243.See file dsdata.txt to determine how the superseded data were derived.
 QB0243
 QB0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ065748(NAD 83)
 QB0243_MARKER: DB = BENCH MARK DISK
 QB0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0243_STAMPING: C 148 1935
 QB0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0243+STABILITY: SURFACE MOTION
 QB0243
 QB0243  HISTORY     - Date     Condition        Report By
 QB0243  HISTORY     - 1935     MONUMENTED       CGS
 QB0243  HISTORY     - 1959     MARK NOT FOUND   NGS
 QB0243
 QB0243                          STATION DESCRIPTION
 QB0243
 QB0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QB0243'1.2 MI N FROM FRUITLAND.
 QB0243'1.2 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 QB0243'AT FRUITLAND, PAYETTE COUNTY, AT THE SIDING AT EIFFIE, 390 FEET NORTH
 QB0243'OF GRADE CROSSING 3.909, 165 FEET SOUTH OF THE SWITCH STAND AT THE
 QB0243'NORTH END OF THE WEST SIDETRACK, 25 FEET WEST OF THE CENTERLINE OF THE
 QB0243'MAIN TRACK, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 QB0243'DISK, STAMPED C 148 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0198 ***********************************************************************
 OH0198  DESIGNATION -  C 149
 OH0198  PID         -  OH0198
 OH0198  STATE/COUNTY-  ID/BOISE
 OH0198  USGS QUAD   -  HORSESHOE BEND (1976)
 OH0198
 OH0198                         *CURRENT SURVEY CONTROL
 OH0198  ___________________________________________________________________
 OH0198* NAD 83(1986)-  43 54 48.     (N)    116 12 00.     (W)     SCALED    
 OH0198* NAVD 88     -       794.467  (meters)    2606.51   (feet)  ADJUSTED  
 OH0198  ___________________________________________________________________
 OH0198  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 OH0198  DYNAMIC HT  -         794.178 (meters)    2605.57  (feet)  COMP
 OH0198  MODELED GRAV-     980,230.2   (mgal)                       NAVD 88
 OH0198
 OH0198  VERT ORDER  -  SECOND    CLASS 0
 OH0198
 OH0198.The horizontal coordinates were scaled from a topographic map and have
 OH0198.an estimated accuracy of +/- 6 seconds.
 OH0198
 OH0198.The orthometric height was determined by differential leveling
 OH0198.and adjusted by the National Geodetic Survey in June 1991..
 OH0198
 OH0198.The geoid height was determined by GEOID03.
 OH0198
 OH0198.The dynamic height is computed by dividing the NAVD 88
 OH0198.geopotential number by the normal gravity value computed on the
 OH0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0198.degrees latitude (g = 980.6199 gals.).
 OH0198
 OH0198.The modeled gravity was interpolated from observed gravity values.
 OH0198
 OH0198;                    North         East    Units  Estimated Accuracy
 OH0198;SPC ID W     -   249,660.      763,860.      MT  (+/- 180 meters Scaled)
 OH0198
 OH0198                          SUPERSEDED SURVEY CONTROL
 OH0198
 OH0198  NGVD 29 (??/??/92)  793.478  (m)         2603.27   (f) ADJ UNCH    2 0
 OH0198
 OH0198.Superseded values are not recommended for survey control.
 OH0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0198.See file dsdata.txt to determine how the superseded data were derived.
 OH0198
 OH0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ642625(NAD 83)
 OH0198_MARKER: DB = BENCH MARK DISK
 OH0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0198_SP_SET: ABUTMENT
 OH0198_STAMPING: C 149 1935
 OH0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0198
 OH0198  HISTORY     - Date     Condition        Report By
 OH0198  HISTORY     - 1935     MONUMENTED       CGS
 OH0198
 OH0198                          STATION DESCRIPTION
 OH0198
 OH0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0198'0.3 MI W FROM HORSE SHOE BEND.
 OH0198'AT HORSE SHOE BEND, BOISE COUNTY, 0.3 MILE WEST OF THE OREGON SHORT
 OH0198'LINE RAILROAD STATION, 0.2 MILE EAST OF A BRIDGE OVER PAYETTE RIVER,
 OH0198'AT BRIDGE 49.405 OVER AN IRRIGATION CANAL, IN THE TOP OF THE NORTH END
 OH0198'OF THE EAST ABUTMENT, 15 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 OH0198'AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 149 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0471 ***********************************************************************
 OX0471  DESIGNATION -  C 15
 OX0471  PID         -  OX0471
 OX0471  STATE/COUNTY-  ID/BONNEVILLE
 OX0471  USGS QUAD   -  HEISE SE (1979)
 OX0471
 OX0471                         *CURRENT SURVEY CONTROL
 OX0471  ___________________________________________________________________
 OX0471* NAD 83(1986)-  43 35 02.     (N)    111 34 42.     (W)     SCALED    
 OX0471* NAVD 88     -      1673.398  (meters)    5490.14   (feet)  ADJUSTED  
 OX0471  ___________________________________________________________________
 OX0471  GEOID HEIGHT-         -10.62  (meters)                     GEOID03
 OX0471  DYNAMIC HT  -        1672.439 (meters)    5486.99  (feet)  COMP
 OX0471  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 OX0471
 OX0471  VERT ORDER  -  FIRST     CLASS II
 OX0471
 OX0471.The horizontal coordinates were scaled from a topographic map and have
 OX0471.an estimated accuracy of +/- 6 seconds.
 OX0471
 OX0471.The orthometric height was determined by differential leveling
 OX0471.and adjusted by the National Geodetic Survey in June 1991..
 OX0471
 OX0471.The geoid height was determined by GEOID03.
 OX0471
 OX0471.The dynamic height is computed by dividing the NAVD 88
 OX0471.geopotential number by the normal gravity value computed on the
 OX0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0471.degrees latitude (g = 980.6199 gals.).
 OX0471
 OX0471.The modeled gravity was interpolated from observed gravity values.
 OX0471
 OX0471;                    North         East    Units  Estimated Accuracy
 OX0471;SPC ID E     -   213,130.      247,510.      MT  (+/- 180 meters Scaled)
 OX0471
 OX0471                          SUPERSEDED SURVEY CONTROL
 OX0471
 OX0471  NGVD 29 (??/??/92) 1672.240  (m)         5486.34   (f) ADJ UNCH    1 2
 OX0471
 OX0471.Superseded values are not recommended for survey control.
 OX0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0471.See file dsdata.txt to determine how the superseded data were derived.
 OX0471
 OX0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP533258(NAD 83)
 OX0471_MARKER: DD = SURVEY DISK
 OX0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0471_SP_SET: CURB
 OX0471_STAMPING: C 15 1930
 OX0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0471
 OX0471  HISTORY     - Date     Condition        Report By
 OX0471  HISTORY     - 1930     MONUMENTED       USGS
 OX0471
 OX0471                          STATION DESCRIPTION
 OX0471
 OX0471'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0471'17.6 MI NW FROM SWAN VALLEY.
 OX0471'17.6 MILES NORTHWEST ALONG STATE HIGHWAY 29 FROM SWAN VALLEY,
 OX0471'BONNEVILLE COUNTY, 0.3 MILE NORTHWEST OF ANTELOPE SCHOOL, AT THE
 OX0471'MIDDLE OF A 20-FOOT CONCRETE BRIDGE, IN THE TOP OF THE WEST CONCRETE
 OX0471'CURB, AND LEVEL WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 OX0471'STANDARD DISK, STAMPED C 15 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0049 ***********************************************************************
 OZ0049  DESIGNATION -  C 15
 OZ0049  PID         -  OZ0049
 OZ0049  STATE/COUNTY-  ID/CUSTER
 OZ0049  USGS QUAD   -  HARRY CANYON (1967)
 OZ0049
 OZ0049                         *CURRENT SURVEY CONTROL
 OZ0049  ___________________________________________________________________
 OZ0049* NAD 83(1986)-  43 55 58.     (N)    114 06 48.     (W)     SCALED    
 OZ0049* NAVD 88     -      2096.540  (meters)    6878.40   (feet)  ADJUSTED  
 OZ0049  ___________________________________________________________________
 OZ0049  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OZ0049  DYNAMIC HT  -        2095.193 (meters)    6873.98  (feet)  COMP
 OZ0049  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 OZ0049
 OZ0049  VERT ORDER  -  FIRST     CLASS II
 OZ0049
 OZ0049.The horizontal coordinates were scaled from a topographic map and have
 OZ0049.an estimated accuracy of +/- 6 seconds.
 OZ0049
 OZ0049.The orthometric height was determined by differential leveling
 OZ0049.and adjusted by the National Geodetic Survey in June 1991..
 OZ0049
 OZ0049.The geoid height was determined by GEOID03.
 OZ0049
 OZ0049.The dynamic height is computed by dividing the NAVD 88
 OZ0049.geopotential number by the normal gravity value computed on the
 OZ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0049.degrees latitude (g = 980.6199 gals.).
 OZ0049
 OZ0049.The modeled gravity was interpolated from observed gravity values.
 OZ0049
 OZ0049;                    North         East    Units  Estimated Accuracy
 OZ0049;SPC ID C     -   251,730.      490,900.      MT  (+/- 180 meters Scaled)
 OZ0049
 OZ0049                          SUPERSEDED SURVEY CONTROL
 OZ0049
 OZ0049  NGVD 29 (??/??/92) 2095.234  (m)         6874.11   (f) ADJ UNCH    1 2
 OZ0049
 OZ0049.Superseded values are not recommended for survey control.
 OZ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0049.See file dsdata.txt to determine how the superseded data were derived.
 OZ0049
 OZ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ317684(NAD 83)
 OZ0049_MARKER: DB = BENCH MARK DISK
 OZ0049_SETTING: 80 = SET IN A BOULDER
 OZ0049_SP_SET: BOULDER
 OZ0049_STAMPING: 6874.205 C 15 1933
 OZ0049_MARK LOGO: CGS   
 OZ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0049+STABILITY: SURFACE MOTION
 OZ0049
 OZ0049  HISTORY     - Date     Condition        Report By
 OZ0049  HISTORY     - 1933     MONUMENTED       CGS
 OZ0049  HISTORY     - 1967     GOOD             USGS
 OZ0049  HISTORY     - 1984     GOOD             NGS
 OZ0049  HISTORY     - 1985     GOOD             NGS
 OZ0049
 OZ0049                          STATION DESCRIPTION
 OZ0049
 OZ0049'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OZ0049'16.1 MI SW FROM CHILLY.
 OZ0049'16.1 MILES SW ALONG THE TRAIL CREEK SUMMIT ROAD FROM JUNCTION OF HWY
 OZ0049'27 NEAR CHILLY. 23.8 MILES NE ALONG THE TRAIL CREEK SUMMIT ROAD FROM
 OZ0049'KETCHUM, 0.4 MILES NORTHEAST OF THE JUNCTION WITH THE COPPER BASIN
 OZ0049'ROAD, 160 FT ESE OF A BRIDGE ON THE NEW ROAD OVER THE NORTH FORK BIG
 OZ0049'LOST RIVER, 60 FT EAST OF THE RIVER.  A STANDARD DISK IN TOP OF A
 OZ0049'GRANITE BOULDER STAMPED 6874.205 C 15 1933.
 OZ0049
 OZ0049                          STATION RECOVERY (1984)
 OZ0049
 OZ0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OZ0049'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.2 KM
 OZ0049'(9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF MAIN
 OZ0049'STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG OLD STATE
 OZ0049'HIGHWAY 27, THENCE 15.45 KM (9.6 MI) SOUTHWEST ALONG BARTLETT POINT
 OZ0049'ROAD, THENCE 10.5 KM (6.5 MI) SOUTHWEST ALONG TRAIL CREEK ROAD (OLD
 OZ0049'STATE HIGHWAY 75), IN TOP OF THE NORTHWEST END OF A 4- BY 7-FOOT
 OZ0049'GRANITE BOULDER PROJECTING 2 FEET ABOVE THE SURFACE OF THE GROUND, IN
 OZ0049'THE EAST CORNER OF THE CROSSING OF THE NORTH FORK OF THE BIG LOST
 OZ0049'RIVER, 51.8 METERS (170 FT) EAST OF THE CENTER OF THE ROAD,
 OZ0049'49.7 METERS (163 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE
 OZ0049'OVER THE RIVER, 28.3 METERS (93 FT) SOUTHWEST OF A POWER POLE,
 OZ0049'18.3 METERS (60 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE RIVER.
 OZ0049'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 OZ0049'THE MARK IS 0.6 M BELOW THE ROAD.
 OZ0049
 OZ0049                          STATION RECOVERY (1985)
 OZ0049
 OZ0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0249 ***********************************************************************
 RA0249  DESIGNATION -  C 150
 RA0249  PID         -  RA0249
 RA0249  STATE/COUNTY-  ID/IDAHO
 RA0249  USGS QUAD   -  RIGGINS (1964)
 RA0249
 RA0249                         *CURRENT SURVEY CONTROL
 RA0249  ___________________________________________________________________
 RA0249* NAD 83(1986)-  45 24 58.     (N)    116 15 37.     (W)     SCALED    
 RA0249* NAVD 88     -       544.827  (meters)    1787.49   (feet)  ADJUSTED  
 RA0249  ___________________________________________________________________
 RA0249  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 RA0249  DYNAMIC HT  -         544.704 (meters)    1787.08  (feet)  COMP
 RA0249  MODELED GRAV-     980,375.3   (mgal)                       NAVD 88
 RA0249
 RA0249  VERT ORDER  -  SECOND    CLASS 0
 RA0249
 RA0249.The horizontal coordinates were scaled from a topographic map and have
 RA0249.an estimated accuracy of +/- 6 seconds.
 RA0249
 RA0249.The orthometric height was determined by differential leveling
 RA0249.and adjusted by the National Geodetic Survey in June 1991..
 RA0249
 RA0249.The geoid height was determined by GEOID03.
 RA0249
 RA0249.The dynamic height is computed by dividing the NAVD 88
 RA0249.geopotential number by the normal gravity value computed on the
 RA0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0249.degrees latitude (g = 980.6199 gals.).
 RA0249
 RA0249.The modeled gravity was interpolated from observed gravity values.
 RA0249
 RA0249;                    North         East    Units  Estimated Accuracy
 RA0249;SPC ID W     -   416,680.      760,060.      MT  (+/- 180 meters Scaled)
 RA0249
 RA0249                          SUPERSEDED SURVEY CONTROL
 RA0249
 RA0249  NGVD 29 (??/??/92)  543.769  (m)         1784.02   (f) ADJ UNCH    2 0
 RA0249
 RA0249.Superseded values are not recommended for survey control.
 RA0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0249.See file dsdata.txt to determine how the superseded data were derived.
 RA0249
 RA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL578294(NAD 83)
 RA0249_MARKER: DD = SURVEY DISK
 RA0249_SETTING: 66 = SET IN ROCK OUTCROP
 RA0249_SP_SET: ROCK OUTCROP
 RA0249_STAMPING: C 150 1941
 RA0249_MARK LOGO: USE   
 RA0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0249+STABILITY: SURFACE MOTION
 RA0249
 RA0249  HISTORY     - Date     Condition        Report By
 RA0249  HISTORY     - 1941     MONUMENTED       DOD
 RA0249  HISTORY     - 1945     GOOD             NGS
 RA0249  HISTORY     - 1982     GOOD             NGS
 RA0249  HISTORY     - 19950620 GOOD             USPSQD
 RA0249
 RA0249                          STATION DESCRIPTION
 RA0249
 RA0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0249'3.85 MI E FROM RIGGINS.
 RA0249'ALONG SALMON RIVER ROAD AT HIGH ROCK CUT, 3.85 MILES EAST OF BRIDGE
 RA0249'OVER LITTLE SALMON RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS),
 RA0249'108.8 FEET WEST OF EAST END OF ROCK CUT, 11.2 FEET SOUTH OF CENTERLINE
 RA0249'OF ROAD.  SET IN ROCK OUT CROP ABOUT 3 1/2 FEET ABOVE ROAD AND
 RA0249'DIRECTLY ACROSS ROAD FROM A TELEPHONE POLE.
 RA0249
 RA0249                          STATION RECOVERY (1982)
 RA0249
 RA0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0249'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 RA0249'FOLLOWS.  1.05 KM (0.65 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST
 RA0249'OFFICE IN RIGGINS, THENCE 6.1 KM (3.8 MI) EAST ALONG THE SALMON RIVER
 RA0249'ROAD, IN TOP OF THE NORTHWEST EDGE OF A 3- BY 3-FOOT FLAT TOP SHELF OF
 RA0249'DECOMPOSING BANDED GRANITE IN THE BEDROCK CUT FOR THE ROAD, 3.2 KM
 RA0249'(2.0 MI) EAST OF SHORTS CREEK, 3.6 METERS (12 FT) SOUTHWEST OF THE
 RA0249'ROAD CENTER, 38.1 METERS (125 FT) NORTHWEST OF POWER POLE 0413TX45
 RA0249'WITH ONE TRANSFORMER, 3.4 METERS (11 FT) NORTHWEST OF A STEEL
 RA0249'UNDERGROUND TELEPHONE CABLE WITNESS POST.
 RA0249'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RA0249'THE MARK IS 1.2 M ABOVE THE ROAD.
 RA0249
 RA0249                          STATION RECOVERY (1995)
 RA0249
 RA0249'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0436 ***********************************************************************
 QA0436  DESIGNATION -  C 150
 QA0436  PID         -  QA0436
 QA0436  STATE/COUNTY-  ID/BOISE
 QA0436  USGS QUAD   -  GARDEN VALLEY (1988)
 QA0436
 QA0436                         *CURRENT SURVEY CONTROL
 QA0436  ___________________________________________________________________
 QA0436* NAD 83(1986)-  44 06 49.     (N)    115 58 13.     (W)     SCALED    
 QA0436* NAVD 88     -       921.729  (meters)    3024.04   (feet)  ADJUSTED  
 QA0436  ___________________________________________________________________
 QA0436  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 QA0436  DYNAMIC HT  -         921.354 (meters)    3022.81  (feet)  COMP
 QA0436  MODELED GRAV-     980,182.7   (mgal)                       NAVD 88
 QA0436
 QA0436  VERT ORDER  -  SECOND    CLASS 0
 QA0436
 QA0436.The horizontal coordinates were scaled from a topographic map and have
 QA0436.an estimated accuracy of +/- 6 seconds.
 QA0436
 QA0436.The orthometric height was determined by differential leveling
 QA0436.and adjusted by the National Geodetic Survey in June 1991..
 QA0436
 QA0436.The geoid height was determined by GEOID03.
 QA0436
 QA0436.The dynamic height is computed by dividing the NAVD 88
 QA0436.geopotential number by the normal gravity value computed on the
 QA0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0436.degrees latitude (g = 980.6199 gals.).
 QA0436
 QA0436.The modeled gravity was interpolated from observed gravity values.
 QA0436
 QA0436;                    North         East    Units  Estimated Accuracy
 QA0436;SPC ID W     -   271,840.      782,370.      MT  (+/- 180 meters Scaled)
 QA0436
 QA0436                          SUPERSEDED SURVEY CONTROL
 QA0436
 QA0436  NGVD 29 (??/??/92)  920.654  (m)         3020.51   (f) ADJ UNCH    2 0
 QA0436
 QA0436.Superseded values are not recommended for survey control.
 QA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0436.See file dsdata.txt to determine how the superseded data were derived.
 QA0436
 QA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ824850(NAD 83)
 QA0436_MARKER: DB = BENCH MARK DISK
 QA0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0436_SP_SET: BRIDGE
 QA0436_STAMPING: C 150 1935
 QA0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0436
 QA0436  HISTORY     - Date     Condition        Report By
 QA0436  HISTORY     - 1935     MONUMENTED       CGS
 QA0436  HISTORY     - 1958     GOOD             NGS
 QA0436
 QA0436                          STATION DESCRIPTION
 QA0436
 QA0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QA0436'IN CROUCH.
 QA0436'AT CROUCH, 0.1 MILE SOUTH OF THE POST OFFICE, IN TOP OF THE SOUTHWEST
 QA0436'CONCRETE WING WALL OF A WOODEN BRIDGE OVER MIDDLE FORK PAYETTE RIVER,
 QA0436'12 FEET WEST OF THE CENTER LINE OF THE BRIDGE, AND ABOUT 2 FEET LOWER
 QA0436'THAN THE BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0087 ***********************************************************************
 RZ0087  DESIGNATION -  C 151
 RZ0087  PID         -  RZ0087
 RZ0087  STATE/COUNTY-  ID/CLEARWATER
 RZ0087  USGS QUAD   -  ELK RIVER (1994)
 RZ0087
 RZ0087                         *CURRENT SURVEY CONTROL
 RZ0087  ___________________________________________________________________
 RZ0087* NAD 83(1986)-  46 47 00.     (N)    116 10 39.     (W)     SCALED    
 RZ0087* NAVD 88     -       863.101  (meters)    2831.69   (feet)  ADJUSTED  
 RZ0087  ___________________________________________________________________
 RZ0087  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 RZ0087  DYNAMIC HT  -         863.013 (meters)    2831.40  (feet)  COMP
 RZ0087  MODELED GRAV-     980,482.4   (mgal)                       NAVD 88
 RZ0087
 RZ0087  VERT ORDER  -  SECOND    CLASS 0
 RZ0087
 RZ0087.The horizontal coordinates were scaled from a topographic map and have
 RZ0087.an estimated accuracy of +/- 6 seconds.
 RZ0087
 RZ0087.The orthometric height was determined by differential leveling
 RZ0087.and adjusted by the National Geodetic Survey in June 1991..
 RZ0087
 RZ0087.The geoid height was determined by GEOID03.
 RZ0087
 RZ0087.The dynamic height is computed by dividing the NAVD 88
 RZ0087.geopotential number by the normal gravity value computed on the
 RZ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0087.degrees latitude (g = 980.6199 gals.).
 RZ0087
 RZ0087.The modeled gravity was interpolated from observed gravity values.
 RZ0087
 RZ0087;                    North         East    Units  Estimated Accuracy
 RZ0087;SPC ID W     -   568,600.      767,360.      MT  (+/- 180 meters Scaled)
 RZ0087
 RZ0087                          SUPERSEDED SURVEY CONTROL
 RZ0087
 RZ0087  NGVD 29 (??/??/92)  861.989  (m)         2828.04   (f) ADJ UNCH    2 0
 RZ0087
 RZ0087.Superseded values are not recommended for survey control.
 RZ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0087.See file dsdata.txt to determine how the superseded data were derived.
 RZ0087
 RZ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM627814(NAD 83)
 RZ0087_MARKER: DB = BENCH MARK DISK
 RZ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0087_STAMPING: C-151 1935
 RZ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0087+STABILITY: SURFACE MOTION
 RZ0087
 RZ0087  HISTORY     - Date     Condition        Report By
 RZ0087  HISTORY     - 1935     MONUMENTED       CGS
 RZ0087  HISTORY     - 1969     MARK NOT FOUND   USGS
 RZ0087
 RZ0087                          STATION DESCRIPTION
 RZ0087
 RZ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0087'IN ELK RIVER.
 RZ0087'46 FEET SOUTHEAST OF SOUTHEAST CORNER OF CHICAGO, MILWAUKEE, ST. PAUL
 RZ0087'AND PACIFIC RY. STATION.  29.3 FEET SOUTHWEST OF CENTERLINE OF
 RZ0087'C.M.ST.P. AND P.RY. MAIN TRACK.  5 FEET EAST OF TELEPHONE POLE WITH
 RZ0087'GUY-WIRE SUPPORT.  1.4 FT. NORTHEAST OF BARBWIRE FENCE.  TABLET SET IN
 RZ0087'PRECAST CONCRETE POST.
 RZ0087
 RZ0087                          STATION RECOVERY (1969)
 RZ0087
 RZ0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RZ0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0081 ***********************************************************************
 RZ0081  DESIGNATION -  C 152
 RZ0081  PID         -  RZ0081
 RZ0081  STATE/COUNTY-  ID/LATAH
 RZ0081  USGS QUAD   -  BECHTEL BUTTE (1994)
 RZ0081
 RZ0081                         *CURRENT SURVEY CONTROL
 RZ0081  ___________________________________________________________________
 RZ0081* NAD 83(1986)-  46 57 05.     (N)    116 20 43.     (W)     SCALED    
 RZ0081* NAVD 88     -       973.848  (meters)    3195.03   (feet)  ADJUSTED  
 RZ0081  ___________________________________________________________________
 RZ0081  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 RZ0081  DYNAMIC HT  -         973.755 (meters)    3194.73  (feet)  COMP
 RZ0081  MODELED GRAV-     980,484.4   (mgal)                       NAVD 88
 RZ0081
 RZ0081  VERT ORDER  -  SECOND    CLASS 0
 RZ0081
 RZ0081.The horizontal coordinates were scaled from a topographic map and have
 RZ0081.an estimated accuracy of +/- 6 seconds.
 RZ0081
 RZ0081.The orthometric height was determined by differential leveling
 RZ0081.and adjusted by the National Geodetic Survey in June 1991..
 RZ0081
 RZ0081.The geoid height was determined by GEOID03.
 RZ0081
 RZ0081.The dynamic height is computed by dividing the NAVD 88
 RZ0081.geopotential number by the normal gravity value computed on the
 RZ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0081.degrees latitude (g = 980.6199 gals.).
 RZ0081
 RZ0081.The modeled gravity was interpolated from observed gravity values.
 RZ0081
 RZ0081;                    North         East    Units  Estimated Accuracy
 RZ0081;SPC ID W     -   587,360.      754,690.      MT  (+/- 180 meters Scaled)
 RZ0081
 RZ0081                          SUPERSEDED SURVEY CONTROL
 RZ0081
 RZ0081  NGVD 29 (??/??/92)  972.687  (m)         3191.22   (f) ADJ UNCH    2 0
 RZ0081
 RZ0081.Superseded values are not recommended for survey control.
 RZ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0081.See file dsdata.txt to determine how the superseded data were derived.
 RZ0081
 RZ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM498999(NAD 83)
 RZ0081_MARKER: DB = BENCH MARK DISK
 RZ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0081_STAMPING: C-152 1935
 RZ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0081+STABILITY: SURFACE MOTION
 RZ0081
 RZ0081  HISTORY     - Date     Condition        Report By
 RZ0081  HISTORY     - 1935     MONUMENTED       CGS
 RZ0081  HISTORY     - 1961     GOOD             NGS
 RZ0081
 RZ0081                          STATION DESCRIPTION
 RZ0081
 RZ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0081'7.6 MI S FROM CLARKIA.
 RZ0081'7.6 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  0.3 MILE
 RZ0081'NORTH OF MILEPOST 44.  AT RAILROAD CROSSING ST.HWY. NO. 8.  ABOUT 0.5
 RZ0081'MILE NORTH OF SHERWIN SIDING.  52.8 FEET NORTHEAST OF CENTERLINE OF
 RZ0081'ST.HWY. NO. 8.  CROSSING ST.HWY. 8.  42.8 FEET NORTH OF CENTERLINE OF
 RZ0081'ST.HWY. NO. 8.  32.6 FEET EAST OF CENTERLINE OF RAILROAD.  16.2 FEET
 RZ0081'NORTHEAST OF 15TH POLE SOUTH OF RAILROAD SIGN STATION ONE MILE. TABLET
 RZ0081'SET IN PRECAST CONCRETE POST.
 RZ0081
 RZ0081                          STATION RECOVERY (1961)
 RZ0081
 RZ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RZ0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0125 ***********************************************************************
 RZ0125  DESIGNATION -  C 153
 RZ0125  PID         -  RZ0125
 RZ0125  STATE/COUNTY-  ID/LATAH
 RZ0125  USGS QUAD   -  BOVILL (1994)
 RZ0125
 RZ0125                         *CURRENT SURVEY CONTROL
 RZ0125  ___________________________________________________________________
 RZ0125* NAD 83(1986)-  46 49 40.     (N)    116 27 07.     (W)     SCALED    
 RZ0125* NAVD 88     -       865.300  (meters)    2838.91   (feet)  ADJUSTED  
 RZ0125  ___________________________________________________________________
 RZ0125  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 RZ0125  DYNAMIC HT  -         865.219 (meters)    2838.64  (feet)  COMP
 RZ0125  MODELED GRAV-     980,491.1   (mgal)                       NAVD 88
 RZ0125
 RZ0125  VERT ORDER  -  SECOND    CLASS 0
 RZ0125
 RZ0125.The horizontal coordinates were scaled from a topographic map and have
 RZ0125.an estimated accuracy of +/- 6 seconds.
 RZ0125
 RZ0125.The orthometric height was determined by differential leveling
 RZ0125.and adjusted by the National Geodetic Survey in June 1991..
 RZ0125
 RZ0125.The geoid height was determined by GEOID03.
 RZ0125
 RZ0125.The dynamic height is computed by dividing the NAVD 88
 RZ0125.geopotential number by the normal gravity value computed on the
 RZ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0125.degrees latitude (g = 980.6199 gals.).
 RZ0125
 RZ0125.The modeled gravity was interpolated from observed gravity values.
 RZ0125
 RZ0125;                    North         East    Units  Estimated Accuracy
 RZ0125;SPC ID W     -   573,690.      746,450.      MT  (+/- 180 meters Scaled)
 RZ0125
 RZ0125                          SUPERSEDED SURVEY CONTROL
 RZ0125
 RZ0125  NGVD 29 (??/??/92)  864.172  (m)         2835.20   (f) ADJ UNCH    2 0
 RZ0125
 RZ0125.Superseded values are not recommended for survey control.
 RZ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0125.See file dsdata.txt to determine how the superseded data were derived.
 RZ0125
 RZ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM418861(NAD 83)
 RZ0125_MARKER: DB = BENCH MARK DISK
 RZ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0125_STAMPING: C 153 1935
 RZ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0125+STABILITY: SURFACE MOTION
 RZ0125
 RZ0125  HISTORY     - Date     Condition        Report By
 RZ0125  HISTORY     - 1935     MONUMENTED       CGS
 RZ0125
 RZ0125                          STATION DESCRIPTION
 RZ0125
 RZ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0125'3.7 MI W FROM BOVILL.
 RZ0125'3.7 MILES WEST ALONG STATE HIGHWAY 8 FROM THE WASHINGTON, IDAHO AND
 RZ0125'MONTANA RAILWAY STATION AT BOVILL, 0.1 MILE NORTH OF A SHARP CURVE, 42
 RZ0125'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 14.6 FEET NORTH OF THE
 RZ0125'SOUTHEAST CORNER OF A TRIANGULAR CULTIVATED FIELD, 1.7 FEET WEST OF A
 RZ0125'BARBEDWIRE FENCE PARALLELING THE HIGHWAY, AND 2 FEET LOWER THAN THE
 RZ0125'HIGHWAY.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0216 ***********************************************************************
 SV0216  DESIGNATION -  C 154
 SV0216  PID         -  SV0216
 SV0216  STATE/COUNTY-  ID/SHOSHONE
 SV0216  USGS QUAD   -  CALDER (1995)
 SV0216
 SV0216                         *CURRENT SURVEY CONTROL
 SV0216  ___________________________________________________________________
 SV0216* NAD 83(1986)-  47 16 32.     (N)    116 12 40.     (W)     SCALED    
 SV0216* NAVD 88     -       668.273  (meters)    2192.49   (feet)  ADJUSTED  
 SV0216  ___________________________________________________________________
 SV0216  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 SV0216  DYNAMIC HT  -         668.250 (meters)    2192.42  (feet)  COMP
 SV0216  MODELED GRAV-     980,557.9   (mgal)                       NAVD 88
 SV0216
 SV0216  VERT ORDER  -  SECOND    CLASS 0
 SV0216
 SV0216.The horizontal coordinates were scaled from a topographic map and have
 SV0216.an estimated accuracy of +/- 6 seconds.
 SV0216
 SV0216.The orthometric height was determined by differential leveling
 SV0216.and adjusted by the National Geodetic Survey in June 1991..
 SV0216
 SV0216.The geoid height was determined by GEOID03.
 SV0216
 SV0216.The dynamic height is computed by dividing the NAVD 88
 SV0216.geopotential number by the normal gravity value computed on the
 SV0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0216.degrees latitude (g = 980.6199 gals.).
 SV0216
 SV0216.The modeled gravity was interpolated from observed gravity values.
 SV0216
 SV0216;                    North         East    Units  Estimated Accuracy
 SV0216;SPC ID W     -   623,330.      765,110.      MT  (+/- 180 meters Scaled)
 SV0216
 SV0216                          SUPERSEDED SURVEY CONTROL
 SV0216
 SV0216  NGVD 29 (??/??/92)  667.152  (m)         2188.81   (f) ADJ UNCH    2 0
 SV0216
 SV0216.Superseded values are not recommended for survey control.
 SV0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0216.See file dsdata.txt to determine how the superseded data were derived.
 SV0216
 SV0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN596360(NAD 83)
 SV0216_MARKER: DB = BENCH MARK DISK
 SV0216_SETTING: 66 = SET IN ROCK OUTCROP
 SV0216_SP_SET: ROCK LEDGE
 SV0216_STAMPING: C 154 1935
 SV0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0216+STABILITY: POSITION/ELEVATION WELL
 SV0216
 SV0216  HISTORY     - Date     Condition        Report By
 SV0216  HISTORY     - 1935     MONUMENTED       CGS
 SV0216  HISTORY     - 1963     GOOD             NGS
 SV0216
 SV0216                          STATION DESCRIPTION
 SV0216
 SV0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0216'1.3 MI W FROM CALDER.
 SV0216'1.3 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0216'RAILROAD FROM THE STATION AT CALDER, 0.4 MILE WEST OF MILE POST NO.
 SV0216'1796, 575 FEET SOUTHWEST OF THE SOUTHWEST END OF RAILROAD TRESTLE NO.
 SV0216'EE 14, 300 FEET NORTHEAST OF A PRIVATE ROAD CROSSING, 80 FEET
 SV0216'NORTHEAST OF TELEPHONE POLE NO. 20, 18 FEET NORTH OF THE CENTER OF THE
 SV0216'RAILROAD TRACKS AND 2 FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0234 ***********************************************************************
 SV0234  DESIGNATION -  C 155
 SV0234  PID         -  SV0234
 SV0234  STATE/COUNTY-  ID/SHOSHONE
 SV0234  USGS QUAD   -  CLARKIA (1995)
 SV0234
 SV0234                         *CURRENT SURVEY CONTROL
 SV0234  ___________________________________________________________________
 SV0234* NAD 83(1986)-  47 01 53.     (N)    116 16 02.     (W)     SCALED    
 SV0234* NAVD 88     -       854.985  (meters)    2805.06   (feet)  ADJUSTED  
 SV0234  ___________________________________________________________________
 SV0234  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 SV0234  DYNAMIC HT  -         854.923 (meters)    2804.86  (feet)  COMP
 SV0234  MODELED GRAV-     980,512.4   (mgal)                       NAVD 88
 SV0234
 SV0234  VERT ORDER  -  SECOND    CLASS 0
 SV0234
 SV0234.The horizontal coordinates were scaled from a topographic map and have
 SV0234.an estimated accuracy of +/- 6 seconds.
 SV0234
 SV0234.The orthometric height was determined by differential leveling
 SV0234.and adjusted by the National Geodetic Survey in June 1991..
 SV0234
 SV0234.The geoid height was determined by GEOID03.
 SV0234
 SV0234.The dynamic height is computed by dividing the NAVD 88
 SV0234.geopotential number by the normal gravity value computed on the
 SV0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0234.degrees latitude (g = 980.6199 gals.).
 SV0234
 SV0234.The modeled gravity was interpolated from observed gravity values.
 SV0234
 SV0234;                    North         East    Units  Estimated Accuracy
 SV0234;SPC ID W     -   596,210.      760,690.      MT  (+/- 180 meters Scaled)
 SV0234
 SV0234                          SUPERSEDED SURVEY CONTROL
 SV0234
 SV0234  NGVD 29 (??/??/92)  853.838  (m)         2801.30   (f) ADJ UNCH    2 0
 SV0234
 SV0234.Superseded values are not recommended for survey control.
 SV0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0234.See file dsdata.txt to determine how the superseded data were derived.
 SV0234
 SV0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN556089(NAD 83)
 SV0234_MARKER: DB = BENCH MARK DISK
 SV0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0234_STAMPING: C-155 1935
 SV0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0234+STABILITY: SURFACE MOTION
 SV0234
 SV0234  HISTORY     - Date     Condition        Report By
 SV0234  HISTORY     - 1935     MONUMENTED       CGS
 SV0234  HISTORY     - 1959     MARK NOT FOUND   USGS
 SV0234
 SV0234                          STATION DESCRIPTION
 SV0234
 SV0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0234'1.6 MI N FROM CLARKIA.
 SV0234'1.6 MILE NORTH OF, ALONG C.M.ST.P. AND P.RY., FROM STATION MARK SET AT
 SV0234'PLACE THAT GOES SOUTHWEST UP HILL AND IS THICKLY WOODED WITH WHITE
 SV0234'PINE TREES.  53.6 FEET SOUTH OF CENTERLINE OF RAILROAD CROSSING. 31.2
 SV0234'FEET SOUTHWEST OF CENTERLINE OF CHICAGO, MILWAUKEE, ST. PAUL AND
 SV0234'PACIFIC R.R..  14.9 FEET NORTHEAST OF CENTERLINE OF DIRT ROAD.  9.1
 SV0234'FT. SOUTHWEST OF 6 INCH WHITE PINE TREE.  TABLET SET IN PRECAST
 SV0234'CONCRETE POST.
 SV0234
 SV0234                          STATION RECOVERY (1959)
 SV0234
 SV0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 SV0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0316 ***********************************************************************
 SV0316  DESIGNATION -  C 156
 SV0316  PID         -  SV0316
 SV0316  STATE/COUNTY-  ID/BENEWAH
 SV0316  USGS QUAD   -  LINDSTROM PEAK (1995)
 SV0316
 SV0316                         *CURRENT SURVEY CONTROL
 SV0316  ___________________________________________________________________
 SV0316* NAD 83(1986)-  47 13 47.     (N)    116 36 59.     (W)     SCALED    
 SV0316* NAVD 88     -       661.705  (meters)    2170.94   (feet)  ADJUSTED  
 SV0316  ___________________________________________________________________
 SV0316  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 SV0316  DYNAMIC HT  -         661.684 (meters)    2170.87  (feet)  COMP
 SV0316  MODELED GRAV-     980,561.5   (mgal)                       NAVD 88
 SV0316
 SV0316  VERT ORDER  -  SECOND    CLASS 0
 SV0316
 SV0316.The horizontal coordinates were scaled from a topographic map and have
 SV0316.an estimated accuracy of +/- 6 seconds.
 SV0316
 SV0316.The orthometric height was determined by differential leveling
 SV0316.and adjusted by the National Geodetic Survey in June 1991..
 SV0316
 SV0316.The geoid height was determined by GEOID03.
 SV0316
 SV0316.The dynamic height is computed by dividing the NAVD 88
 SV0316.geopotential number by the normal gravity value computed on the
 SV0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0316.degrees latitude (g = 980.6199 gals.).
 SV0316
 SV0316.The modeled gravity was interpolated from observed gravity values.
 SV0316
 SV0316;                    North         East    Units  Estimated Accuracy
 SV0316;SPC ID W     -   618,500.      734,390.      MT  (+/- 180 meters Scaled)
 SV0316
 SV0316                          SUPERSEDED SURVEY CONTROL
 SV0316
 SV0316  NGVD 29 (??/??/92)  660.587  (m)         2167.28   (f) ADJ UNCH    2 0
 SV0316
 SV0316.Superseded values are not recommended for survey control.
 SV0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0316.See file dsdata.txt to determine how the superseded data were derived.
 SV0316
 SV0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN290307(NAD 83)
 SV0316_MARKER: DB = BENCH MARK DISK
 SV0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0316_STAMPING: C-156 1935
 SV0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0316+STABILITY: SURFACE MOTION
 SV0316
 SV0316  HISTORY     - Date     Condition        Report By
 SV0316  HISTORY     - 1935     MONUMENTED       CGS
 SV0316  HISTORY     - 1981     MARK NOT FOUND   USGS
 SV0316
 SV0316                          STATION DESCRIPTION
 SV0316
 SV0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0316'8.7 MI S FROM ST MARIES.
 SV0316'8.7 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  AT LOTUS
 SV0316'SIDING.  75 FEET NORTHEAST OF EAST END OF SUSPENSION FOOT BRIDGE
 SV0316'ACROSS ST. MARIES RIVER.  50.5 FEET EAST OF CENTERLINE OF MAIN TRACK.
 SV0316'39 FEET SOUTHEAST OF SOUTHEAST CORNER OF LOTUS RY. STATION.  27.1 FEET
 SV0316'EAST OF CENTERLINE OF SIDE TRACK.  1.5 FT. WEST OF R/W FENCE. 0.3 MILE
 SV0316'NORTH OF MILEPOST 9.  TABLET SET IN PRECAST CONCRETE POST.
 SV0316
 SV0316                          STATION RECOVERY (1981)
 SV0316
 SV0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SV0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0546 ***********************************************************************
 SU0546  DESIGNATION -  C 157
 SU0546  PID         -  SU0546
 SU0546  STATE/COUNTY-  ID/SHOSHONE
 SU0546  USGS QUAD   -  MONUMENTAL BUTTES (1995)
 SU0546
 SU0546                         *CURRENT SURVEY CONTROL
 SU0546  ___________________________________________________________________
 SU0546* NAD 83(1986)-  47 03 49.     (N)    115 49 51.     (W)     SCALED    
 SU0546* NAVD 88     -      1366.787  (meters)    4484.20   (feet)  ADJUSTED  
 SU0546  ___________________________________________________________________
 SU0546  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 SU0546  DYNAMIC HT  -        1366.527 (meters)    4483.35  (feet)  COMP
 SU0546  MODELED GRAV-     980,374.8   (mgal)                       NAVD 88
 SU0546
 SU0546  VERT ORDER  -  SECOND    CLASS 0
 SU0546
 SU0546.The horizontal coordinates were scaled from a topographic map and have
 SU0546.an estimated accuracy of +/- 6 seconds.
 SU0546
 SU0546.The orthometric height was determined by differential leveling
 SU0546.and adjusted by the National Geodetic Survey in June 1991..
 SU0546
 SU0546.The geoid height was determined by GEOID03.
 SU0546
 SU0546.The dynamic height is computed by dividing the NAVD 88
 SU0546.geopotential number by the normal gravity value computed on the
 SU0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0546.degrees latitude (g = 980.6199 gals.).
 SU0546
 SU0546.The modeled gravity was interpolated from observed gravity values.
 SU0546
 SU0546;                    North         East    Units  Estimated Accuracy
 SU0546;SPC ID W     -   599,670.      793,860.      MT  (+/- 180 meters Scaled)
 SU0546
 SU0546                          SUPERSEDED SURVEY CONTROL
 SU0546
 SU0546  NGVD 29 (??/??/92) 1365.569  (m)         4480.20   (f) ADJ UNCH    2 0
 SU0546
 SU0546.Superseded values are not recommended for survey control.
 SU0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0546.See file dsdata.txt to determine how the superseded data were derived.
 SU0546
 SU0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN887128(NAD 83)
 SU0546_MARKER: DB = BENCH MARK DISK
 SU0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0546_STAMPING: C-157 1935
 SU0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0546+STABILITY: SURFACE MOTION
 SU0546
 SU0546  HISTORY     - Date     Condition        Report By
 SU0546  HISTORY     - 1935     MONUMENTED       CGS
 SU0546  HISTORY     - 1936     GOOD             NGS
 SU0546  HISTORY     - 1971     GOOD             USGS
 SU0546
 SU0546                          STATION DESCRIPTION
 SU0546
 SU0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SU0546'19.5 MI S FROM AVERY.
 SU0546'19.5 MILES SOUTH OF AVERY, ALONG ROAD TO JUG CAMP, FROM C.M. ST. P.
 SU0546'AND P. RY. STATION.  ABOUT 1.2 MILES EAST OF WOODEN ROAD BRIDGE OVER
 SU0546'LITTLE NORTH FORK OF CLEARWATER RIVER.  ABOUT 150 FT. SOUTHWEST OF
 SU0546'POINT OF RIDGE WHICH ROAD MAKES SHARP CURVE AROUND.  13.5 FT.
 SU0546'SOUTHEAST OF SPRUCE TREE, 1 FT. IN DIAMETER AT BASE, WITH TRINAGLE
 SU0546'BLAZE 5 FT. ABOVE GROUND ON NORTH SIDE.  12 FT. SOUTH OF CENTERLINE OF
 SU0546'ROAD TO JUG CAMP.  A BRONZE DISC SET IN TOP OF PRECAST CONCRETE POST
 SU0546'SET ON OUTSIDE OF ROAD CURVE AND AT JUNCTION OF WAY TRAIL WITH ROAD TO
 SU0546'JUG CAMP.
 SU0546
 SU0546                          STATION RECOVERY (1971)
 SU0546
 SU0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SU0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0482 ***********************************************************************
 QA0482  DESIGNATION -  C 158
 QA0482  PID         -  QA0482
 QA0482  STATE/COUNTY-  ID/BOISE
 QA0482  USGS QUAD   -  LOWMAN (1972)
 QA0482
 QA0482                         *CURRENT SURVEY CONTROL
 QA0482  ___________________________________________________________________
 QA0482* NAD 83(1986)-  44 04 27.     (N)    115 35 29.     (W)     SCALED    
 QA0482* NAVD 88     -      1180.352  (meters)    3872.54   (feet)  ADJUSTED  
 QA0482  ___________________________________________________________________
 QA0482  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 QA0482  DYNAMIC HT  -        1179.735 (meters)    3870.51  (feet)  COMP
 QA0482  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 QA0482
 QA0482  VERT ORDER  -  SECOND    CLASS 0
 QA0482
 QA0482.The horizontal coordinates were scaled from a topographic map and have
 QA0482.an estimated accuracy of +/- 6 seconds.
 QA0482
 QA0482.The orthometric height was determined by differential leveling
 QA0482.and adjusted by the National Geodetic Survey in June 1991..
 QA0482.WARNING-Repeat measurements at this control monument indicate possible
 QA0482.vertical movement.
 QA0482
 QA0482.The geoid height was determined by GEOID03.
 QA0482
 QA0482.The dynamic height is computed by dividing the NAVD 88
 QA0482.geopotential number by the normal gravity value computed on the
 QA0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0482.degrees latitude (g = 980.6199 gals.).
 QA0482
 QA0482.The modeled gravity was interpolated from observed gravity values.
 QA0482
 QA0482;                    North         East    Units  Estimated Accuracy
 QA0482;SPC ID W     -   267,440.      812,710.      MT  (+/- 180 meters Scaled)
 QA0482
 QA0482                          SUPERSEDED SURVEY CONTROL
 QA0482
 QA0482  NGVD 29 (??/??/92) 1179.143  (m)         3868.57   (f) ADJ UNCH    2 0
 QA0482
 QA0482.Superseded values are not recommended for survey control.
 QA0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0482.See file dsdata.txt to determine how the superseded data were derived.
 QA0482
 QA0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ127810(NAD 83)
 QA0482_MARKER: DB = BENCH MARK DISK
 QA0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0482_SP_SET: FOUNDATION WALL
 QA0482_STAMPING: C 158 1935
 QA0482_MARK LOGO: CGS   
 QA0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 QA0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QA0482+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1995
 QA0482
 QA0482  HISTORY     - Date     Condition        Report By
 QA0482  HISTORY     - 1935     MONUMENTED       CGS
 QA0482  HISTORY     - 1960     GOOD             NGS
 QA0482  HISTORY     - 19950922 GOOD             NGS
 QA0482
 QA0482                          STATION DESCRIPTION
 QA0482
 QA0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0482'1.6 MI E FROM LOWMAN.
 QA0482'1.6 MILES EAST ALONG STATE HIGHWAY 21 FROM THE SOUTH FORK LODGE AT
 QA0482'LOWMAN, SET VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHEAST CONCRETE
 QA0482'FOUNDATION AT THE EAST CORNER OF MAIN WAREHOUSE, 40 FEET NORTHWEST OF
 QA0482'THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT SOUTHWEST OF THE EAST CORNER,
 QA0482'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 QA0482
 QA0482                          STATION RECOVERY (1995)
 QA0482
 QA0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 QA0482'REACHED FROM THE JUNCTION OF STATE HIGHWAY 21 AND THE BANKS LOWMAN
 QA0482'HIGHWAY IN LOWMAN.  GO SOUTHEAST ON STATE HIGHWAY 21 FOR 2.070 KM
 QA0482'(1.30 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND THEN RIGHT TO THE OLD
 QA0482'WAREHOUSE AND THE MARK SET VERTICALLY IN THE SOUTHEAST CORNER OF THE
 QA0482'FOUNDATION 0.7 M (2.3 FT) ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0353 ***********************************************************************
 QA0353  DESIGNATION -  C 159
 QA0353  PID         -  QA0353
 QA0353  STATE/COUNTY-  ID/BOISE
 QA0353  USGS QUAD   -  GRANDJEAN (1972)
 QA0353
 QA0353                         *CURRENT SURVEY CONTROL
 QA0353  ___________________________________________________________________
 QA0353* NAD 83(1986)-  44 09 49.     (N)    115 11 38.     (W)     SCALED    
 QA0353* NAVD 88     -      1533.716  (meters)    5031.87   (feet)  ADJUSTED  
 QA0353  ___________________________________________________________________
 QA0353  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 QA0353  DYNAMIC HT  -        1532.889 (meters)    5029.15  (feet)  COMP
 QA0353  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 QA0353
 QA0353  VERT ORDER  -  SECOND    CLASS 0
 QA0353
 QA0353.The horizontal coordinates were scaled from a topographic map and have
 QA0353.an estimated accuracy of +/- 6 seconds.
 QA0353
 QA0353.The orthometric height was determined by differential leveling
 QA0353.and adjusted by the National Geodetic Survey in June 1991..
 QA0353
 QA0353.The geoid height was determined by GEOID03.
 QA0353
 QA0353.The dynamic height is computed by dividing the NAVD 88
 QA0353.geopotential number by the normal gravity value computed on the
 QA0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0353.degrees latitude (g = 980.6199 gals.).
 QA0353
 QA0353.The modeled gravity was interpolated from observed gravity values.
 QA0353
 QA0353;                    North         East    Units  Estimated Accuracy
 QA0353;SPC ID W     -   277,520.      844,480.      MT  (+/- 180 meters Scaled)
 QA0353
 QA0353                          SUPERSEDED SURVEY CONTROL
 QA0353
 QA0353  NGVD 29 (??/??/92) 1532.471  (m)         5027.78   (f) ADJ UNCH    2 0
 QA0353
 QA0353.Superseded values are not recommended for survey control.
 QA0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0353.See file dsdata.txt to determine how the superseded data were derived.
 QA0353
 QA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ444916(NAD 83)
 QA0353_MARKER: DB = BENCH MARK DISK
 QA0353_SETTING: 80 = SET IN A BOULDER
 QA0353_SP_SET: BOULDER
 QA0353_STAMPING: C 159 1935
 QA0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0353+STABILITY: SURFACE MOTION
 QA0353
 QA0353  HISTORY     - Date     Condition        Report By
 QA0353  HISTORY     - 1935     MONUMENTED       CGS
 QA0353  HISTORY     - 1960     GOOD             NGS
 QA0353
 QA0353                          STATION DESCRIPTION
 QA0353
 QA0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0353'1.35 MI W FROM GRANDJEAN.
 QA0353'1.35 MILES WEST ALONG STATE HIGHWAY 21 FROM THE SAWTOOTH LODGE AT
 QA0353'GRANDJEAN, 0.3 MILE WEST OF THE JUNCTION OF A ROAD LEADING SOUTH
 QA0353'ACROSS WAPITI CREEK BRIDGE OVER THE SOUTH FORK OF THE PAYETTE RIVER,
 QA0353'0.05 MILE EAST OF THE ENTRANCE TO BEAR CREEK FOREST CAMP, IN TOP OF A
 QA0353'7-BY 8-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 QA0353'GROUND, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 200 FEET
 QA0353'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 2 FEET WEST OF A 15-INCH
 QA0353'PINE TREE BEARING A TRIANGULAR BLAZE, AND ABOUT LEVEL WITH THE
 QA0353'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0048 ***********************************************************************
 QA0048  DESIGNATION -  C 16
 QA0048  PID         -  QA0048
 QA0048  STATE/COUNTY-  ID/CUSTER
 QA0048  USGS QUAD   -  LITTLE ANTELOPE FLAT (1963)
 QA0048
 QA0048                         *CURRENT SURVEY CONTROL
 QA0048  ___________________________________________________________________
 QA0048* NAD 83(1986)-  44 25 16.     (N)    114 07 19.     (W)     SCALED    
 QA0048* NAVD 88     -      1651.954  (meters)    5419.79   (feet)  ADJUSTED  
 QA0048  ___________________________________________________________________
 QA0048  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 QA0048  DYNAMIC HT  -        1651.056 (meters)    5416.84  (feet)  COMP
 QA0048  MODELED GRAV-     980,016.6   (mgal)                       NAVD 88
 QA0048
 QA0048  VERT ORDER  -  FIRST     CLASS II
 QA0048
 QA0048.The horizontal coordinates were scaled from a topographic map and have
 QA0048.an estimated accuracy of +/- 6 seconds.
 QA0048
 QA0048.The orthometric height was determined by differential leveling
 QA0048.and adjusted by the National Geodetic Survey in June 1991..
 QA0048
 QA0048.The geoid height was determined by GEOID03.
 QA0048
 QA0048.The dynamic height is computed by dividing the NAVD 88
 QA0048.geopotential number by the normal gravity value computed on the
 QA0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0048.degrees latitude (g = 980.6199 gals.).
 QA0048
 QA0048.The modeled gravity was interpolated from observed gravity values.
 QA0048
 QA0048;                    North         East    Units  Estimated Accuracy
 QA0048;SPC ID C     -   305,990.      490,290.      MT  (+/- 180 meters Scaled)
 QA0048
 QA0048                          SUPERSEDED SURVEY CONTROL
 QA0048
 QA0048  NGVD 29 (??/??/92) 1650.706  (m)         5415.69   (f) ADJ UNCH    1 2
 QA0048
 QA0048.Superseded values are not recommended for survey control.
 QA0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0048.See file dsdata.txt to determine how the superseded data were derived.
 QA0048
 QA0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK291226(NAD 83)
 QA0048_MARKER: DB = BENCH MARK DISK
 QA0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0048_MARK LOGO: CGS   
 QA0048_PROJECTION: PROJECTING 18 CENTIMETERS
 QA0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0048+STABILITY: SURFACE MOTION
 QA0048
 QA0048  HISTORY     - Date     Condition        Report By
 QA0048  HISTORY     - UNK      MONUMENTED       CGS
 QA0048  HISTORY     - 1961     GOOD             NGS
 QA0048  HISTORY     - 1985     GOOD             NGS
 QA0048
 QA0048                          STATION DESCRIPTION
 QA0048
 QA0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QA0048'9.1 MI SE FROM CHALLIS.
 QA0048'6.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 93 ALT. FROM THE COUNTY COURT
 QA0048'HOUSE IN CHALLIS, CUSTER COUNTY, TO A Y ROAD FORK, TAKE RIGHT FORK AND
 QA0048'FOLLOW DIRT ROAD 2.4 MILES TO A SHEEP CORRAL AND THE BENCH MARK. BENCH
 QA0048'MARK IS 50 FEET WEST OF THE CENTERLINE OF THE ROAD AND 5 FEET EAST OF
 QA0048'A FENCE.
 QA0048
 QA0048                          STATION RECOVERY (1985)
 QA0048
 QA0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QA0048'RECOVERED IN GOOD CONDITION.  NOT LEVELED DURING THIS SURVEY.  NEW
 QA0048'DESCRIPTION AS FOLLOWS.  9.6 KM (6.0 MI) SOUTHEAST ALONG US HIGHWAY 93
 QA0048'FROM THE COUNTY COURTHOUSE AT CHALLIS, THENCE 3.9 KM (2.4 MI)
 QA0048'SOUTHEAST ALONG A DIRT ROAD, IN THE SOUTHWEST CORNER OF THE Y JUNCTION
 QA0048'OF A TRACK ROAD LEADING NORTHWEST, 0.66 KM (0.41 MI) NORTHWEST OF A
 QA0048'METAL BUILDING HOUSING A SMALL POWER PLANT, 17.1 METERS (56 FT)
 QA0048'SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 4.3 METERS (14 FT) SOUTH OF
 QA0048'THE CENTER OF THE TRACK ROAD, 19.8 METERS (65 FT) SOUTH OF THE FIRST
 QA0048'POWER POLE SOUTHEAST OF A POLE WITH THREE TRANSFORMERS, 12.2 METERS
 QA0048'(40 FT) NORTH OF A TELEPHONE POLE WITH ONE GUY WIRE AND 8.8 METERS
 QA0048'(29 FT) EAST OF A FENCE.
 QA0048'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 QA0048'THE MARK IS 0.5 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0375 ***********************************************************************
 QA0375  DESIGNATION -  C 160
 QA0375  PID         -  QA0375
 QA0375  STATE/COUNTY-  ID/CUSTER
 QA0375  USGS QUAD   -  ELK MEADOW (1972)
 QA0375
 QA0375                         *CURRENT SURVEY CONTROL
 QA0375  ___________________________________________________________________
 QA0375* NAD 83(1986)-  44 15 19.     (N)    115 02 45.     (W)     SCALED    
 QA0375* NAVD 88     -      1989.341  (meters)    6526.70   (feet)  ADJUSTED  
 QA0375  ___________________________________________________________________
 QA0375  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 QA0375  DYNAMIC HT  -        1988.139 (meters)    6522.75  (feet)  COMP
 QA0375  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 QA0375
 QA0375  VERT ORDER  -  SECOND    CLASS 0
 QA0375
 QA0375.The horizontal coordinates were scaled from a topographic map and have
 QA0375.an estimated accuracy of +/- 6 seconds.
 QA0375
 QA0375.The orthometric height was determined by differential leveling
 QA0375.and adjusted by the National Geodetic Survey in June 1991..
 QA0375
 QA0375.The geoid height was determined by GEOID03.
 QA0375
 QA0375.The dynamic height is computed by dividing the NAVD 88
 QA0375.geopotential number by the normal gravity value computed on the
 QA0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0375.degrees latitude (g = 980.6199 gals.).
 QA0375
 QA0375.The modeled gravity was interpolated from observed gravity values.
 QA0375
 QA0375;                    North         East    Units  Estimated Accuracy
 QA0375;SPC ID C     -   288,090.      416,480.      MT  (+/- 180 meters Scaled)
 QA0375
 QA0375                          SUPERSEDED SURVEY CONTROL
 QA0375
 QA0375  NGVD 29 (??/??/92) 1988.062  (m)         6522.50   (f) ADJ UNCH    2 0
 QA0375
 QA0375.Superseded values are not recommended for survey control.
 QA0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0375.See file dsdata.txt to determine how the superseded data were derived.
 QA0375
 QA0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK560020(NAD 83)
 QA0375_MARKER: DB = BENCH MARK DISK
 QA0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0375_SP_SET: CULVERT
 QA0375_STAMPING: C 160 1935
 QA0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0375
 QA0375  HISTORY     - Date     Condition        Report By
 QA0375  HISTORY     - 1935     MONUMENTED       CGS
 QA0375  HISTORY     - 1960     GOOD             NGS
 QA0375  HISTORY     - 1972     GOOD             USGS
 QA0375
 QA0375                          STATION DESCRIPTION
 QA0375
 QA0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0375'6.95 MI W FROM STANLEY.
 QA0375'6.95 MILES WEST ALONG STANLEY LAKE HIGHWAY FROM THE POST OFFICE AT
 QA0375'STANLEY, 310 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A DIRT
 QA0375'ROAD LEADING NORTHWEST TO ELK MOUNTAIN SAWMILL, IN TOP OF THE
 QA0375'NORTHEAST END OF A 7-BY 10-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 3
 QA0375'1/2 FEET ABOVE THE GROUND, 79 FEET NORTHWEST OF THE CENTER LINE OF THE
 QA0375'HIGHWAY, 76 FEET WEST OF THE WEST CORNER OF THE NORTHWEST CONCRETE
 QA0375'HEAD WALL OF AN 18-INCH PIPE CULVERT AT A FILL, 3.1 FEET SOUTHWEST OF
 QA0375'A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY.
 QA0375
 QA0375                          STATION RECOVERY (1972)
 QA0375
 QA0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0734 ***********************************************************************
 OZ0734  DESIGNATION -  C 161
 OZ0734  PID         -  OZ0734
 OZ0734  STATE/COUNTY-  ID/BOISE
 OZ0734  USGS QUAD   -  ARROWROCK RESERVOIR (1969)
 OZ0734
 OZ0734                         *CURRENT SURVEY CONTROL
 OZ0734  ___________________________________________________________________
 OZ0734* NAD 83(1986)-  43 42 40.     (N)    115 50 51.     (W)     SCALED    
 OZ0734* NAVD 88     -      1380.089  (meters)    4527.84   (feet)  ADJUSTED  
 OZ0734  ___________________________________________________________________
 OZ0734  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 OZ0734  DYNAMIC HT  -        1379.381 (meters)    4525.52  (feet)  COMP
 OZ0734  MODELED GRAV-     980,058.3   (mgal)                       NAVD 88
 OZ0734
 OZ0734  VERT ORDER  -  SECOND    CLASS 0
 OZ0734
 OZ0734.The horizontal coordinates were scaled from a topographic map and have
 OZ0734.an estimated accuracy of +/- 6 seconds.
 OZ0734
 OZ0734.The orthometric height was determined by differential leveling
 OZ0734.and adjusted by the National Geodetic Survey in June 1991..
 OZ0734
 OZ0734.The geoid height was determined by GEOID03.
 OZ0734
 OZ0734.The dynamic height is computed by dividing the NAVD 88
 OZ0734.geopotential number by the normal gravity value computed on the
 OZ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0734.degrees latitude (g = 980.6199 gals.).
 OZ0734
 OZ0734.The modeled gravity was interpolated from observed gravity values.
 OZ0734
 OZ0734;                    North         East    Units  Estimated Accuracy
 OZ0734;SPC ID W     -   227,100.      792,140.      MT  (+/- 180 meters Scaled)
 OZ0734
 OZ0734                          SUPERSEDED SURVEY CONTROL
 OZ0734
 OZ0734  NGVD 29 (??/??/92) 1378.984  (m)         4524.22   (f) ADJ UNCH    2 0
 OZ0734
 OZ0734.Superseded values are not recommended for survey control.
 OZ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0734.See file dsdata.txt to determine how the superseded data were derived.
 OZ0734
 OZ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ928404(NAD 83)
 OZ0734_MARKER: DB = BENCH MARK DISK
 OZ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0734_STAMPING: C 161 1935
 OZ0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0734+STABILITY: SURFACE MOTION
 OZ0734
 OZ0734  HISTORY     - Date     Condition        Report By
 OZ0734  HISTORY     - 1935     MONUMENTED       CGS
 OZ0734
 OZ0734                          STATION DESCRIPTION
 OZ0734
 OZ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0734'5.8 MI NW FROM COTTONWOOD RANGER STATION.
 OZ0734'ABOUT 5.8 MILES NORTHWEST ALONG THE THORNE CREEK ROAD FROM COTTONWOOD
 OZ0734'RANGER STATION, BOISE COUNTY, ABOUT 1.9 MILES SOUTHEAST OF THE TURNING
 OZ0734'OF THE ROAD FROM THORNE CREEK, ABOUT 500 FEET FROM THE FOOT OF THE
 OZ0734'EAST SLOPE OF A HILL, ABOUT 180 FEET NORTHWEST OF AN ABANDONED CELLAR
 OZ0734'BUILT AT THE EAST SIDE OF A CREEK BANK, AND 36 FEET WEST OF THE CENTER
 OZ0734'LINE OF THE ROAD.  A STANDARD DISK, STAMPED C 161 1935 AND SET IN THE
 OZ0734'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0482 ***********************************************************************
 OZ0482  DESIGNATION -  C 163
 OZ0482  PID         -  OZ0482
 OZ0482  STATE/COUNTY-  ID/ELMORE
 OZ0482  USGS QUAD   -  HOUSE MOUNTAIN (1973)
 OZ0482
 OZ0482                         *CURRENT SURVEY CONTROL
 OZ0482  ___________________________________________________________________
 OZ0482* NAD 83(1986)-  43 28 47.     (N)    115 28 02.     (W)     SCALED    
 OZ0482* NAVD 88     -      1822.778  (meters)    5980.23   (feet)  ADJUSTED  
 OZ0482  ___________________________________________________________________
 OZ0482  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 OZ0482  DYNAMIC HT  -        1821.702 (meters)    5976.70  (feet)  COMP
 OZ0482  MODELED GRAV-     979,963.8   (mgal)                       NAVD 88
 OZ0482
 OZ0482  VERT ORDER  -  SECOND    CLASS 0
 OZ0482
 OZ0482.The horizontal coordinates were scaled from a topographic map and have
 OZ0482.an estimated accuracy of +/- 6 seconds.
 OZ0482
 OZ0482.The orthometric height was determined by differential leveling
 OZ0482.and adjusted by the National Geodetic Survey in June 1991..
 OZ0482
 OZ0482.The geoid height was determined by GEOID03.
 OZ0482
 OZ0482.The dynamic height is computed by dividing the NAVD 88
 OZ0482.geopotential number by the normal gravity value computed on the
 OZ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0482.degrees latitude (g = 980.6199 gals.).
 OZ0482
 OZ0482.The modeled gravity was interpolated from observed gravity values.
 OZ0482
 OZ0482;                    North         East    Units  Estimated Accuracy
 OZ0482;SPC ID W     -   201,430.      822,880.      MT  (+/- 180 meters Scaled)
 OZ0482
 OZ0482                          SUPERSEDED SURVEY CONTROL
 OZ0482
 OZ0482  NGVD 29 (??/??/92) 1821.627  (m)         5976.45   (f) ADJ UNCH    2 0
 OZ0482
 OZ0482.Superseded values are not recommended for survey control.
 OZ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0482.See file dsdata.txt to determine how the superseded data were derived.
 OZ0482
 OZ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ239152(NAD 83)
 OZ0482_MARKER: DB = BENCH MARK DISK
 OZ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0482_STAMPING: C 163 1935
 OZ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0482+STABILITY: SURFACE MOTION
 OZ0482
 OZ0482  HISTORY     - Date     Condition        Report By
 OZ0482  HISTORY     - 1935     MONUMENTED       CGS
 OZ0482
 OZ0482                          STATION DESCRIPTION
 OZ0482
 OZ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0482'10.5 MI NW FROM LESTER CREEK RANGER STATION.
 OZ0482'ABOUT 10.5 MILES NORTHWEST ALONG THE LONG GULCH ROAD FROM LESTER CREEK
 OZ0482'RANGER STATION, ELMORE COUNTY, AT MEADOW CREEK SUMMIT, 46 FEET EAST OF
 OZ0482'THE JUNCTION OF HOUSE MOUNTAIN LOOKOUT ROAD, 29 FEET SOUTH OF THE
 OZ0482'CENTER LINE OF THE ROAD, AND 13 FEET EAST OF A POLE.  A STANDARD DISK,
 OZ0482'STAMPED C 163 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0071 ***********************************************************************
 NU0071  DESIGNATION -  C 164
 NU0071  PID         -  NU0071
 NU0071  STATE/COUNTY-  ID/BANNOCK
 NU0071  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0071
 NU0071                         *CURRENT SURVEY CONTROL
 NU0071  ___________________________________________________________________
 NU0071* NAD 83(1986)-  42 55 14.     (N)    112 27 35.     (W)     SCALED    
 NU0071* NAVD 88     -      1363.141  (meters)    4472.24   (feet)  ADJUSTED  
 NU0071  ___________________________________________________________________
 NU0071  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 NU0071  DYNAMIC HT  -        1362.363 (meters)    4469.69  (feet)  COMP
 NU0071  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 NU0071
 NU0071  VERT ORDER  -  FIRST     CLASS I
 NU0071
 NU0071.The horizontal coordinates were scaled from a topographic map and have
 NU0071.an estimated accuracy of +/- 6 seconds.
 NU0071
 NU0071.The orthometric height was determined by differential leveling
 NU0071.and adjusted by the National Geodetic Survey in June 1991..
 NU0071.WARNING-Repeat measurements at this control monument indicate possible
 NU0071.vertical movement.
 NU0071
 NU0071.The geoid height was determined by GEOID03.
 NU0071
 NU0071.The dynamic height is computed by dividing the NAVD 88
 NU0071.geopotential number by the normal gravity value computed on the
 NU0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0071.degrees latitude (g = 980.6199 gals.).
 NU0071
 NU0071.The modeled gravity was interpolated from observed gravity values.
 NU0071
 NU0071;                    North         East    Units  Estimated Accuracy
 NU0071;SPC ID E     -   139,320.      176,070.      MT  (+/- 180 meters Scaled)
 NU0071
 NU0071                          SUPERSEDED SURVEY CONTROL
 NU0071
 NU0071  NGVD 29 (08/20/92) 1362.087  (m)         4468.78   (f) ADJUSTED    1 1
 NU0071
 NU0071.Superseded values are not recommended for survey control.
 NU0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0071.See file dsdata.txt to determine how the superseded data were derived.
 NU0071
 NU0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN808530(NAD 83)
 NU0071_MARKER: DB = BENCH MARK DISK
 NU0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0071_STAMPING: C 164 1941
 NU0071_MARK LOGO: CGS   
 NU0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0071+STABILITY: SURFACE MOTION
 NU0071
 NU0071  HISTORY     - Date     Condition        Report By
 NU0071  HISTORY     - 1941     MONUMENTED       CGS
 NU0071  HISTORY     - 1960     GOOD             NGS
 NU0071  HISTORY     - 1967     GOOD             NGS
 NU0071  HISTORY     - 1983     GOOD             NGS
 NU0071
 NU0071                          STATION DESCRIPTION
 NU0071
 NU0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0071'7.7 MI S FROM FORT HALL.
 NU0071'7.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0071'FORT HALL, 2 POLES NORTH OF MILEPOLE 138, AT THE CROSSING OF AN
 NU0071'ASPHALT ROAD, 41.0 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 37
 NU0071'FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 1/2 FEET NORTHWEST OF A
 NU0071'FENCE CORNER, 32 FEET SOUTH OF THE SECOND POLE NORTH OF THE MILEPOLE,
 NU0071'4.6 FEET NORTH OF A FENCE, 4.6 FEET WEST OF A FENCE, 0.8 FOOT EAST OF
 NU0071'A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE
 NU0071'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE--
 NU0071'THIS MARK IS 4.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU0071'OVERPASS OVER CENTER STREET AT POCATELLO.
 NU0071
 NU0071                          STATION RECOVERY (1967)
 NU0071
 NU0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0071'RECOVERED IN GOOD CONDITION.
 NU0071
 NU0071                          STATION RECOVERY (1983)
 NU0071
 NU0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0801 ***********************************************************************
 NU0801  DESIGNATION -  C 165
 NU0801  PID         -  NU0801
 NU0801  STATE/COUNTY-  ID/BLAINE
 NU0801  USGS QUAD   -  LAKE WALCOTT EAST (1984)
 NU0801
 NU0801                         *CURRENT SURVEY CONTROL
 NU0801  ___________________________________________________________________
 NU0801* NAD 83(1986)-  42 42 38.     (N)    113 17 31.     (W)     SCALED    
 NU0801* NAVD 88     -      1305.848  (meters)    4284.27   (feet)  ADJUSTED  
 NU0801  ___________________________________________________________________
 NU0801  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 NU0801  DYNAMIC HT  -        1305.105 (meters)    4281.83  (feet)  COMP
 NU0801  MODELED GRAV-     980,007.0   (mgal)                       NAVD 88
 NU0801
 NU0801  VERT ORDER  -  FIRST     CLASS II
 NU0801
 NU0801.The horizontal coordinates were scaled from a topographic map and have
 NU0801.an estimated accuracy of +/- 6 seconds.
 NU0801
 NU0801.The orthometric height was determined by differential leveling
 NU0801.and adjusted by the National Geodetic Survey in June 1991..
 NU0801
 NU0801.The geoid height was determined by GEOID03.
 NU0801
 NU0801.The dynamic height is computed by dividing the NAVD 88
 NU0801.geopotential number by the normal gravity value computed on the
 NU0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0801.degrees latitude (g = 980.6199 gals.).
 NU0801
 NU0801.The modeled gravity was interpolated from observed gravity values.
 NU0801
 NU0801;                    North         East    Units  Estimated Accuracy
 NU0801;SPC ID C     -   116,190.      558,000.      MT  (+/- 180 meters Scaled)
 NU0801
 NU0801                          SUPERSEDED SURVEY CONTROL
 NU0801
 NU0801  NGVD 29 (??/??/92) 1304.856  (m)         4281.02   (f) ADJ UNCH    1 2
 NU0801
 NU0801.Superseded values are not recommended for survey control.
 NU0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0801.See file dsdata.txt to determine how the superseded data were derived.
 NU0801
 NU0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN123312(NAD 83)
 NU0801_MARKER: DB = BENCH MARK DISK
 NU0801_SETTING: 66 = SET IN ROCK OUTCROP
 NU0801_SP_SET: BEDROCK
 NU0801_STAMPING: C 165 1941
 NU0801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0801+STABILITY: POSITION/ELEVATION WELL
 NU0801
 NU0801  HISTORY     - Date     Condition        Report By
 NU0801  HISTORY     - 1941     MONUMENTED       CGS
 NU0801  HISTORY     - 1957     GOOD             USGS
 NU0801
 NU0801                          STATION DESCRIPTION
 NU0801
 NU0801'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0801'10.5 MI E FROM MINIDOKA.
 NU0801'IN BLAINE COUNTY, 10.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD
 NU0801'FROM THE STATION AT MINIDOKA, MINIDOKA COUNTY, 50 FEET NORTHWEST OF
 NU0801'MILEPOST 262, 42 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 20 FEET
 NU0801'NORTH OF A ROW OF POLES, AND IN BEDROCK.  A STANDARD DISK, STAMPED C
 NU0801'165 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0455 ***********************************************************************
 SU0455  DESIGNATION -  C 166
 SU0455  PID         -  SU0455
 SU0455  STATE/COUNTY-  ID/SHOSHONE
 SU0455  USGS QUAD   -  AVERY (1995)
 SU0455
 SU0455                         *CURRENT SURVEY CONTROL
 SU0455  ___________________________________________________________________
 SU0455* NAD 83(1986)-  47 19 13.     (N)    115 45 36.     (W)     SCALED    
 SU0455* NAVD 88     -       903.742  (meters)    2965.03   (feet)  ADJUSTED  
 SU0455  ___________________________________________________________________
 SU0455  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 SU0455  DYNAMIC HT  -         903.673 (meters)    2964.80  (feet)  COMP
 SU0455  MODELED GRAV-     980,507.1   (mgal)                       NAVD 88
 SU0455
 SU0455  VERT ORDER  -  SECOND    CLASS 0
 SU0455
 SU0455.The horizontal coordinates were scaled from a topographic map and have
 SU0455.an estimated accuracy of +/- 6 seconds.
 SU0455
 SU0455.The orthometric height was determined by differential leveling
 SU0455.and adjusted by the National Geodetic Survey in June 1991..
 SU0455
 SU0455.The geoid height was determined by GEOID03.
 SU0455
 SU0455.The dynamic height is computed by dividing the NAVD 88
 SU0455.geopotential number by the normal gravity value computed on the
 SU0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0455.degrees latitude (g = 980.6199 gals.).
 SU0455
 SU0455.The modeled gravity was interpolated from observed gravity values.
 SU0455
 SU0455;                    North         East    Units  Estimated Accuracy
 SU0455;SPC ID W     -   628,200.      799,240.      MT  (+/- 180 meters Scaled)
 SU0455
 SU0455                          SUPERSEDED SURVEY CONTROL
 SU0455
 SU0455  NGVD 29 (??/??/92)  902.559  (m)         2961.15   (f) ADJ UNCH    2 0
 SU0455
 SU0455.Superseded values are not recommended for survey control.
 SU0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0455.See file dsdata.txt to determine how the superseded data were derived.
 SU0455
 SU0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN937415(NAD 83)
 SU0455_MARKER: DB = BENCH MARK DISK
 SU0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0455_SP_SET: RETAINING WALL
 SU0455_STAMPING: C 166 1935
 SU0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0455
 SU0455  HISTORY     - Date     Condition        Report By
 SU0455  HISTORY     - 1935     MONUMENTED       CGS
 SU0455  HISTORY     - 1963     GOOD             NGS
 SU0455
 SU0455                          STATION DESCRIPTION
 SU0455
 SU0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SU0455'6.8 MI N FROM AVERY.
 SU0455'6.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SU0455'RAILROAD FROM THE STATION AT AVERY, 0.2 MILE SOUTH OF MILE POST NO.
 SU0455'1766, 300 FEET SOUTH OF TRESTLE NO. DD 252, 69 FEET NORTHEAST OF
 SU0455'CULVERT NO. 777, 9 FEET EAST OF THE CENTER OF THE TRACKS, 7 FEET NORTH
 SU0455'OF THE SOUTH END OF THE RETAINING WALL AND 4 FEET ABOVE THE LEVEL OF
 SU0455'THE TRACKS, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0605 ***********************************************************************
 SU0605  DESIGNATION -  C 168
 SU0605  PID         -  SU0605
 SU0605  STATE/COUNTY-  ID/SHOSHONE
 SU0605  USGS QUAD   -  BURKE (1996)
 SU0605
 SU0605                         *CURRENT SURVEY CONTROL
 SU0605  ___________________________________________________________________
 SU0605* NAD 83(1986)-  47 30 46.     (N)    115 51 34.     (W)     SCALED    
 SU0605* NAVD 88     -      1010.799  (meters)    3316.26   (feet)  ADJUSTED  
 SU0605  ___________________________________________________________________
 SU0605  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 SU0605  DYNAMIC HT  -        1010.726 (meters)    3316.02  (feet)  COMP
 SU0605  MODELED GRAV-     980,506.0   (mgal)                       NAVD 88
 SU0605
 SU0605  VERT ORDER  -  SECOND    CLASS 0
 SU0605
 SU0605.The horizontal coordinates were scaled from a topographic map and have
 SU0605.an estimated accuracy of +/- 6 seconds.
 SU0605
 SU0605.The orthometric height was determined by differential leveling
 SU0605.and adjusted by the National Geodetic Survey in June 1991..
 SU0605
 SU0605.The geoid height was determined by GEOID03.
 SU0605
 SU0605.The dynamic height is computed by dividing the NAVD 88
 SU0605.geopotential number by the normal gravity value computed on the
 SU0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0605.degrees latitude (g = 980.6199 gals.).
 SU0605
 SU0605.The modeled gravity was interpolated from observed gravity values.
 SU0605
 SU0605;                    North         East    Units  Estimated Accuracy
 SU0605;SPC ID W     -   649,600.      791,760.      MT  (+/- 180 meters Scaled)
 SU0605
 SU0605                          SUPERSEDED SURVEY CONTROL
 SU0605
 SU0605  NGVD 29 (??/??/92) 1009.618  (m)         3312.39   (f) ADJ UNCH    2 0
 SU0605
 SU0605.Superseded values are not recommended for survey control.
 SU0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0605.See file dsdata.txt to determine how the superseded data were derived.
 SU0605
 SU0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN858627(NAD 83)
 SU0605_MARKER: DB = BENCH MARK DISK
 SU0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0605_STAMPING: C 168 1935
 SU0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0605+STABILITY: SURFACE MOTION
 SU0605
 SU0605  HISTORY     - Date     Condition        Report By
 SU0605  HISTORY     - 1935     MONUMENTED       CGS
 SU0605  HISTORY     - 1952     MARK NOT FOUND   NGS
 SU0605
 SU0605                          STATION DESCRIPTION
 SU0605
 SU0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SU0605'4.5 MI NE FROM BURKE.
 SU0605'ABOUT 4.5 MILES NE ALONG ST HWY 4 FROM THE COUNTY COURTHOUSE AT
 SU0605'WALLACE, SHOSHONE COUNTY, ABOUT 0.3 MILE NE OF THE PUBLIC SCHOOL AT
 SU0605'GEM, ABOUT 300 FEET EAST OF THE LARGE WHITE H.L. DAY HOUSE, DIRECTLY
 SU0605'OPPOSITE THE MOST WESTERLY BUILDING OF THE OLD TAMARACK STAMP MILL,
 SU0605'75.2 FEET EAST OF THE SE CORNER OF THE TAMARACK MILL GARAGE, 47.6 FEET
 SU0605'NW OF THE CENTER LINE OF THE HIGHWAY, AND 6.1 FEET SE OF A POLE. A
 SU0605'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- EXTENSIVE
 SU0605'EXCAVATING HAS BEEN DONE IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0490 ***********************************************************************
 OZ0490  DESIGNATION -  C 169
 OZ0490  PID         -  OZ0490
 OZ0490  STATE/COUNTY-  ID/ELMORE
 OZ0490  USGS QUAD   -  ANDERSON RANCH DAM (1973)
 OZ0490
 OZ0490                         *CURRENT SURVEY CONTROL
 OZ0490  ___________________________________________________________________
 OZ0490* NAD 83(1986)-  43 19 56.     (N)    115 25 57.     (W)     SCALED    
 OZ0490* NAVD 88     -      1480.890  (meters)    4858.55   (feet)  ADJUSTED  
 OZ0490  ___________________________________________________________________
 OZ0490  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 OZ0490  DYNAMIC HT  -        1480.108 (meters)    4855.99  (feet)  COMP
 OZ0490  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 OZ0490
 OZ0490  VERT ORDER  -  SECOND    CLASS 0
 OZ0490
 OZ0490.The horizontal coordinates were scaled from a topographic map and have
 OZ0490.an estimated accuracy of +/- 6 seconds.
 OZ0490
 OZ0490.The orthometric height was determined by differential leveling
 OZ0490.and adjusted by the National Geodetic Survey in June 1991..
 OZ0490
 OZ0490.The geoid height was determined by GEOID03.
 OZ0490
 OZ0490.The dynamic height is computed by dividing the NAVD 88
 OZ0490.geopotential number by the normal gravity value computed on the
 OZ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0490.degrees latitude (g = 980.6199 gals.).
 OZ0490
 OZ0490.The modeled gravity was interpolated from observed gravity values.
 OZ0490
 OZ0490;                    North         East    Units  Estimated Accuracy
 OZ0490;SPC ID W     -   185,050.      825,750.      MT  (+/- 180 meters Scaled)
 OZ0490
 OZ0490                          SUPERSEDED SURVEY CONTROL
 OZ0490
 OZ0490  NGVD 29 (??/??/92) 1479.873  (m)         4855.22   (f) ADJ UNCH    2 0
 OZ0490
 OZ0490.Superseded values are not recommended for survey control.
 OZ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0490.See file dsdata.txt to determine how the superseded data were derived.
 OZ0490
 OZ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH270989(NAD 83)
 OZ0490_MARKER: DB = BENCH MARK DISK
 OZ0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0490_STAMPING: C 169 1935
 OZ0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0490+STABILITY: SURFACE MOTION
 OZ0490
 OZ0490  HISTORY     - Date     Condition        Report By
 OZ0490  HISTORY     - 1935     MONUMENTED       CGS
 OZ0490  HISTORY     - 1973     GOOD             USGS
 OZ0490
 OZ0490                          STATION DESCRIPTION
 OZ0490
 OZ0490'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0490'26.4 MI NE FROM MOUNTAIN HOME.
 OZ0490'24.1 MILES NORTHEAST ALONG IDAHO HIGHWAY 68 FROM THE POST OFFICE IN
 OZ0490'MOUNTAIN HOME, THENCE 0.8 MILES NORTHWEST ALONG THE ANDERSON RANCH DAM
 OZ0490'ROAD TO THE SITE OF THE OLD DIXIE STORE, THENCE 1.5 MILES NORTHEAST
 OZ0490'ALONG THE OLD ROAD TO PINE.  125 FEET NORTH NORTHWEST OF A ROAD FORK,
 OZ0490'55 FEET WEST OF THE OLD PINE ROAD.  A STANDARD DISK STAMPED C 169 1935
 OZ0490'SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM IS 205 FEET NORTHWEST OF
 OZ0490'BM D 169.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0522 ***********************************************************************
 PZ0522  DESIGNATION -  C 17
 PZ0522  PID         -  PZ0522
 PZ0522  STATE/COUNTY-  ID/LEMHI
 PZ0522  USGS QUAD   -  GOLDBUG RIDGE (1962)
 PZ0522
 PZ0522                         *CURRENT SURVEY CONTROL
 PZ0522  ___________________________________________________________________
 PZ0522* NAD 83(1986)-  44 53 45.     (N)    113 57 47.     (W)     SCALED    
 PZ0522* NAVD 88     -      1332.030  (meters)    4370.17   (feet)  ADJUSTED  
 PZ0522  ___________________________________________________________________
 PZ0522  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 PZ0522  DYNAMIC HT  -        1331.424 (meters)    4368.18  (feet)  COMP
 PZ0522  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 PZ0522
 PZ0522  VERT ORDER  -  FIRST     CLASS II
 PZ0522
 PZ0522.The horizontal coordinates were scaled from a topographic map and have
 PZ0522.an estimated accuracy of +/- 6 seconds.
 PZ0522
 PZ0522.The orthometric height was determined by differential leveling
 PZ0522.and adjusted by the National Geodetic Survey in June 1991..
 PZ0522
 PZ0522.The geoid height was determined by GEOID03.
 PZ0522
 PZ0522.The dynamic height is computed by dividing the NAVD 88
 PZ0522.geopotential number by the normal gravity value computed on the
 PZ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0522.degrees latitude (g = 980.6199 gals.).
 PZ0522
 PZ0522.The modeled gravity was interpolated from observed gravity values.
 PZ0522
 PZ0522;                    North         East    Units  Estimated Accuracy
 PZ0522;SPC ID C     -   358,740.      502,920.      MT  (+/- 180 meters Scaled)
 PZ0522
 PZ0522                          SUPERSEDED SURVEY CONTROL
 PZ0522
 PZ0522  NGVD 29 (??/??/92) 1330.824  (m)         4366.21   (f) ADJ UNCH    1 2
 PZ0522
 PZ0522.Superseded values are not recommended for survey control.
 PZ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0522.See file dsdata.txt to determine how the superseded data were derived.
 PZ0522
 PZ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ660756(NAD 83)
 PZ0522_MARKER: DD = SURVEY DISK
 PZ0522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0522_SP_SET: BRIDGE
 PZ0522_STAMPING: 4366.277 C17 1933
 PZ0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0522
 PZ0522  HISTORY     - Date     Condition        Report By
 PZ0522  HISTORY     - 1933     MONUMENTED       CGS
 PZ0522  HISTORY     - 1955     GOOD             NGS
 PZ0522
 PZ0522                          STATION DESCRIPTION
 PZ0522
 PZ0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PZ0522'22.8 MI S FROM SALMON.
 PZ0522'22.8 MILE SOUTH ALONG U.S. HWY. 93 FROM THE JUNCTION OF STATE HWY. 28
 PZ0522'AT SALMON, AT WARM SPRINGS CREEK, 250 FEET SOUTH OF THE HELLMAN RANCH
 PZ0522'HOUSE, IN THE TOP OF THE SOUTH END OF THE WEST WALL OF A CONCRETE
 PZ0522'BRIDGE, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 PZ0522'4366.267 C 17 1933.  NOTE-- THE BRIDGE MENTIONED IS ACTUALLY A LARGE
 PZ0522'BOX CULVERT AND THE MARK IS ONLY 0.5 FEET ABOVE THE ROAD INSTEAD OF 3
 PZ0522'FEET.  THE ELEVATION SHOULD BE USED WITH CAUTION AS EVIDENCES ARE THAT
 PZ0522'THE MARK HAS BEEN RELOCATED AND THE NEW ELEVATION NOT REPORTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0569 ***********************************************************************
 OZ0569  DESIGNATION -  C 170
 OZ0569  PID         -  OZ0569
 OZ0569  STATE/COUNTY-  ID/ELMORE
 OZ0569  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0569
 OZ0569                         *CURRENT SURVEY CONTROL
 OZ0569  ___________________________________________________________________
 OZ0569* NAD 83(1986)-  43 08 01.     (N)    115 41 17.     (W)     SCALED    
 OZ0569* NAVD 88     -       958.785  (meters)    3145.61   (feet)  ADJUSTED  
 OZ0569  ___________________________________________________________________
 OZ0569  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 OZ0569  DYNAMIC HT  -         958.370 (meters)    3144.25  (feet)  COMP
 OZ0569  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 OZ0569
 OZ0569  VERT ORDER  -  FIRST     CLASS II
 OZ0569
 OZ0569.The horizontal coordinates were scaled from a topographic map and have
 OZ0569.an estimated accuracy of +/- 6 seconds.
 OZ0569
 OZ0569.The orthometric height was determined by differential leveling
 OZ0569.and adjusted by the National Geodetic Survey in June 1991..
 OZ0569
 OZ0569.The geoid height was determined by GEOID03.
 OZ0569
 OZ0569.The dynamic height is computed by dividing the NAVD 88
 OZ0569.geopotential number by the normal gravity value computed on the
 OZ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0569.degrees latitude (g = 980.6199 gals.).
 OZ0569
 OZ0569.The modeled gravity was interpolated from observed gravity values.
 OZ0569
 OZ0569;                    North         East    Units  Estimated Accuracy
 OZ0569;SPC ID W     -   162,940.      805,040.      MT  (+/- 180 meters Scaled)
 OZ0569
 OZ0569                          SUPERSEDED SURVEY CONTROL
 OZ0569
 OZ0569  NGVD 29 (??/??/92)  957.916  (m)         3142.76   (f) ADJ UNCH    1 2
 OZ0569
 OZ0569.Superseded values are not recommended for survey control.
 OZ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0569.See file dsdata.txt to determine how the superseded data were derived.
 OZ0569
 OZ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH067764(NAD 83)
 OZ0569_MARKER: DB = BENCH MARK DISK
 OZ0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0569_SP_SET: STEP
 OZ0569_STAMPING: C 170 1935
 OZ0569_MARK LOGO: CGS   
 OZ0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0569
 OZ0569  HISTORY     - Date     Condition        Report By
 OZ0569  HISTORY     - 1935     MONUMENTED       CGS
 OZ0569  HISTORY     - 1941     GOOD             NGS
 OZ0569  HISTORY     - 1983     GOOD             NGS
 OZ0569
 OZ0569                          STATION DESCRIPTION
 OZ0569
 OZ0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OZ0569'IN MOUNTAIN HOME.
 OZ0569'AT MOUNTAIN HOME, ELMORE COUNTY, 7.5 FEET NORTHWEST OF THE CENTER OF
 OZ0569'THE FRONT ENTRANCE OF THE MOUNTAIN HOME HIGH SCHOOL, 1.5 FEET
 OZ0569'NORTHEAST OF THE NORTHWEST COLUMN OF THE DOORWAY ARCH, AND IN THE TOP
 OZ0569'OF THE RAILING OF THE ENTRANCE STEPS.  A STANDARD DISK, STAMPED C 170
 OZ0569'1935.
 OZ0569
 OZ0569                          STATION RECOVERY (1983)
 OZ0569
 OZ0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0569'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MOUNTAIN
 OZ0569'HOME, IN TOP OF AND 0.45 METER (1.5 FT) NORTHEAST OF THE SOUTHWEST END
 OZ0569'OF THE NORTHWEST CONCRETE BANISTER FOR THE NORTHEAST ENTRANCE TO THE
 OZ0569'JUNIOR HIGH SCHOOL GYMNASIUM ON THE SOUTHWEST CORNER OF THE
 OZ0569'INTERSECTION OF STATE HIGHWAY 51 (AMERICAN LEGION BOULEVARD) AND EAST
 OZ0569'TENTH STREET, 2.2 METERS (7.5 FT) NORTHWEST OF THE CENTER OF THE
 OZ0569'ENTRANCE.
 OZ0569'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0543 ***********************************************************************
 NV0543  DESIGNATION -  C 171
 NV0543  PID         -  NV0543
 NV0543  STATE/COUNTY-  ID/OWYHEE
 NV0543  USGS QUAD   -  NOTCH BUTTE (1980)
 NV0543
 NV0543                         *CURRENT SURVEY CONTROL
 NV0543  ___________________________________________________________________
 NV0543* NAD 83(1986)-  42 40 11.     (N)    115 11 06.     (W)     SCALED    
 NV0543* NAVD 88     -       988.408  (meters)    3242.80   (feet)  ADJUSTED  
 NV0543  ___________________________________________________________________
 NV0543  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 NV0543  DYNAMIC HT  -         987.901 (meters)    3241.14  (feet)  COMP
 NV0543  MODELED GRAV-     980,074.7   (mgal)                       NAVD 88
 NV0543
 NV0543  VERT ORDER  -  SECOND    CLASS 0
 NV0543
 NV0543.The horizontal coordinates were scaled from a topographic map and have
 NV0543.an estimated accuracy of +/- 6 seconds.
 NV0543
 NV0543.The orthometric height was determined by differential leveling
 NV0543.and adjusted by the National Geodetic Survey in June 1991..
 NV0543
 NV0543.The geoid height was determined by GEOID03.
 NV0543
 NV0543.The dynamic height is computed by dividing the NAVD 88
 NV0543.geopotential number by the normal gravity value computed on the
 NV0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0543.degrees latitude (g = 980.6199 gals.).
 NV0543
 NV0543.The modeled gravity was interpolated from observed gravity values.
 NV0543
 NV0543;                    North         East    Units  Estimated Accuracy
 NV0543;SPC ID W     -   111,560.      846,310.      MT  (+/- 180 meters Scaled)
 NV0543
 NV0543                          SUPERSEDED SURVEY CONTROL
 NV0543
 NV0543  NGVD 29 (??/??/92)  987.516  (m)         3239.88   (f) ADJ UNCH    2 0
 NV0543
 NV0543.Superseded values are not recommended for survey control.
 NV0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0543.See file dsdata.txt to determine how the superseded data were derived.
 NV0543
 NV0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH487257(NAD 83)
 NV0543_MARKER: DB = BENCH MARK DISK
 NV0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0543_STAMPING: C 171 1935
 NV0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0543+STABILITY: SURFACE MOTION
 NV0543
 NV0543  HISTORY     - Date     Condition        Report By
 NV0543  HISTORY     - 1935     MONUMENTED       CGS
 NV0543  HISTORY     - 1975     GOOD             USGS
 NV0543
 NV0543                          STATION DESCRIPTION
 NV0543
 NV0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0543'38.1 MI E FROM HOT SPRING.
 NV0543'ABOUT 38.1 MILES EAST ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING
 NV0543'BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 29.4 MILES WEST OF
 NV0543'CASTLEFORD, ABOUT 27.1 MILES SOUTHEAST OF GLENNS FERRY, ABOUT 19.1
 NV0543'MILES EAST OF SAILOR CAP BUTTE, ABOUT 165 FEET SOUTH OF THE NOTCH MADE
 NV0543'BY THE EROSION OF SAILOR CREEK CUTTING THROUGH NOTCH BUTTE, ABOUT 150
 NV0543'FEET WEST OF THE CENTER OF THE SAILOR CREEK CHANNEL, 40 FEET NORTH OF
 NV0543'THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT HIGHER THAN THE ROADWAY.
 NV0543'A STANDARD DISK, STAMPED C 171 1935 AND SET IN THE TOP OF A CONCRETE
 NV0543'POST.
 NV0543
 NV0543                          STATION RECOVERY (1975)
 NV0543
 NV0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0543'FROM CASTLEFORD. 2.8 MI. W. AND 1.0 MI. N. TO RD. X-ING THEN LEFT (W)
 NV0543'FOR 2.8 MI. TO RD. Y, AND END OF PAVEMENT, THEN RIGHT (N) ON MAIN
 NV0543'ROAD FOR 4.8 MI. TO RD. X-ING, THEN LEFT (W) ON MAIN ROAD FOR 4.9 MI.
 NV0543'TO RD. X-ING, THEN RIGHT, (N) ON GRAVEL RD. FOR 1.0 MI. N. AND 0.5
 NV0543'MI. W. TO END OF GRAVEL AT RANCH DRIVEWAY, THEN CONTINUE W. ON DIRT
 NV0543'ROAD FOR 1.0 MI. W., 0.5 MI. N. AND 1.3 MI. WESTERLY TO JCT. WITH
 NV0543'TRACK ROAD. THEN NW ON TRACK ROAD FOR 1.15 MI. TO RD. Y, THEN LEFT
 NV0543'(W) FOR 0.95 MI. TO RD. X-ING, THEN RIGHT (NW) FOR 2.2 MI. TO BM ON
 NV0543'RIGHT. LOCATED ABOUT 0.35 MI. NW OF THE SE COR. OF S 5/T9S/R11E,
 NV0543'ABOUT 250 FT. N. OF A POINT WHERE ROAD CROSSES SAILOR CREEK, AT THE
 NV0543'S. END OF A POINT WHERE SAILOR CREEK CUTS THRU NOTCH BUTTE, 43 FT.
 NV0543'NNE OF CENTERLINE ROAD, ABOUT 100 FT. W. OF SAILOR CREEK, ON A 3 1/4
 NV0543'X 3 FT. BASALT ROCK WHICH PROJECTS ABOUT 1 1/2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0590 ***********************************************************************
 RZ0590  DESIGNATION -  C 172
 RZ0590  PID         -  RZ0590
 RZ0590  STATE/COUNTY-  ID/LATAH
 RZ0590  USGS QUAD   -  POTLATCH (1994)
 RZ0590
 RZ0590                         *CURRENT SURVEY CONTROL
 RZ0590  ___________________________________________________________________
 RZ0590* NAD 83(1986)-  46 55 03.     (N)    116 57 08.     (W)     SCALED    
 RZ0590* NAVD 88     -       757.504  (meters)    2485.24   (feet)  ADJUSTED  
 RZ0590  ___________________________________________________________________
 RZ0590  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 RZ0590  DYNAMIC HT  -         757.458 (meters)    2485.09  (feet)  COMP
 RZ0590  MODELED GRAV-     980,528.3   (mgal)                       NAVD 88
 RZ0590
 RZ0590  VERT ORDER  -  SECOND    CLASS 0
 RZ0590
 RZ0590.The horizontal coordinates were scaled from a topographic map and have
 RZ0590.an estimated accuracy of +/- 6 seconds.
 RZ0590
 RZ0590.The orthometric height was determined by differential leveling
 RZ0590.and adjusted by the National Geodetic Survey in June 1991..
 RZ0590
 RZ0590.The geoid height was determined by GEOID03.
 RZ0590
 RZ0590.The dynamic height is computed by dividing the NAVD 88
 RZ0590.geopotential number by the normal gravity value computed on the
 RZ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0590.degrees latitude (g = 980.6199 gals.).
 RZ0590
 RZ0590.The modeled gravity was interpolated from observed gravity values.
 RZ0590
 RZ0590;                    North         East    Units  Estimated Accuracy
 RZ0590;SPC ID W     -   584,130.      708,430.      MT  (+/- 180 meters Scaled)
 RZ0590
 RZ0590                          SUPERSEDED SURVEY CONTROL
 RZ0590
 RZ0590  NGVD 29 (??/??/92)  756.391  (m)         2481.59   (f) ADJ UNCH    2 0
 RZ0590
 RZ0590.Superseded values are not recommended for survey control.
 RZ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0590.See file dsdata.txt to determine how the superseded data were derived.
 RZ0590
 RZ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM036959(NAD 83)
 RZ0590_MARKER: DB = BENCH MARK DISK
 RZ0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0590_STAMPING: C 172 1935
 RZ0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0590+STABILITY: SURFACE MOTION
 RZ0590
 RZ0590  HISTORY     - Date     Condition        Report By
 RZ0590  HISTORY     - 1935     MONUMENTED       CGS
 RZ0590
 RZ0590                          STATION DESCRIPTION
 RZ0590
 RZ0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0590'2.9 MI W FROM POTLATCH.
 RZ0590'2.9 MILES WEST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM
 RZ0590'THE STATION AT POTLATCH, AT THE KENNEDY FORD STATION, 500 FEET SOUTH
 RZ0590'OF THE JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 6, 145 FEET WEST
 RZ0590'OF THE CENTERLINE OF U.S. HIGHWAY 95, 120 FEET WEST OF A BRIDGE, 82
 RZ0590'FEET WEST OF A TELEPHONE POLE, 30 FEET SOUTH OF THE CENTERLINE OF THE
 RZ0590'TRACK, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  SET IN THE TOP OF
 RZ0590'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1219 ***********************************************************************
 NU1219  DESIGNATION -  C 176
 NU1219  PID         -  NU1219
 NU1219  STATE/COUNTY-  ID/CASSIA
 NU1219  USGS QUAD   -  RUPERT SE (1978)
 NU1219
 NU1219                         *CURRENT SURVEY CONTROL
 NU1219  ___________________________________________________________________
 NU1219* NAD 83(1986)-  42 31 20.     (N)    113 36 29.     (W)     SCALED    
 NU1219* NAVD 88     -      1289.475  (meters)    4230.55   (feet)  ADJUSTED  
 NU1219  ___________________________________________________________________
 NU1219  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NU1219  DYNAMIC HT  -        1288.734 (meters)    4228.12  (feet)  COMP
 NU1219  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 NU1219
 NU1219  VERT ORDER  -  SECOND    CLASS 0
 NU1219
 NU1219.The horizontal coordinates were scaled from a topographic map and have
 NU1219.an estimated accuracy of +/- 6 seconds.
 NU1219
 NU1219.The orthometric height was determined by differential leveling
 NU1219.and adjusted by the National Geodetic Survey in June 1991..
 NU1219
 NU1219.The geoid height was determined by GEOID03.
 NU1219
 NU1219.The dynamic height is computed by dividing the NAVD 88
 NU1219.geopotential number by the normal gravity value computed on the
 NU1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1219.degrees latitude (g = 980.6199 gals.).
 NU1219
 NU1219.The modeled gravity was interpolated from observed gravity values.
 NU1219
 NU1219;                    North         East    Units  Estimated Accuracy
 NU1219;SPC ID C     -    95,100.      532,200.      MT  (+/- 180 meters Scaled)
 NU1219
 NU1219                          SUPERSEDED SURVEY CONTROL
 NU1219
 NU1219  NGVD 29 (??/??/92) 1288.504  (m)         4227.37   (f) ADJ UNCH    2 0
 NU1219
 NU1219.Superseded values are not recommended for survey control.
 NU1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1219.See file dsdata.txt to determine how the superseded data were derived.
 NU1219
 NU1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN857110(NAD 83)
 NU1219_MARKER: DD = SURVEY DISK
 NU1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1219_STAMPING: USBM C 176 STA 476+66.6
 NU1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1219+STABILITY: SURFACE MOTION
 NU1219
 NU1219  HISTORY     - Date     Condition        Report By
 NU1219  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1219  HISTORY     - 1935     GOOD             NGS
 NU1219  HISTORY     - 1963     POOR             USGS
 NU1219
 NU1219                          STATION DESCRIPTION
 NU1219
 NU1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1219'10.0 MI W FROM COTTEREL.
 NU1219'10.0 MILES WEST ALONG U. S. HIGHWAY 30 S FROM COTTEREL, CASSIA COUNTY,
 NU1219'AT THE NORTHEAST CORNER OF THE INTERSECTION OF A NORTH AND SOUTH ROAD,
 NU1219'58 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 27 FEET EAST OF
 NU1219'THE CENTERLINE OF THE ROAD.  AN IDAHO DEPARTMENT OF PUBLIC WORKS
 NU1219'STANDARD DISK, STAMPED USBM C 176 STA 476+66.6 AND SET IN THE TOP OF A
 NU1219'CONCRETE POST.  NOTE-- THIS BM APPEARS TO HAVE BEEN STRUCK BY SOME
 NU1219'LARGE OBJECT AS IT IS NOW TILTED SEVERAL DEGREES.
 NU1219
 NU1219                          STATION RECOVERY (1963)
 NU1219
 NU1219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NU1219'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1240 ***********************************************************************
 NU1240  DESIGNATION -  C 177
 NU1240  PID         -  NU1240
 NU1240  STATE/COUNTY-  ID/CASSIA
 NU1240  USGS QUAD   -  RUPERT SE (1978)
 NU1240
 NU1240                         *CURRENT SURVEY CONTROL
 NU1240  ___________________________________________________________________
 NU1240* NAD 83(1986)-  42 31 54.     (N)    113 33 49.     (W)     SCALED    
 NU1240* NAVD 88     -      1313.928  (meters)    4310.78   (feet)  ADJUSTED  
 NU1240  ___________________________________________________________________
 NU1240  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1240  DYNAMIC HT  -        1313.177 (meters)    4308.31  (feet)  COMP
 NU1240  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 NU1240
 NU1240  VERT ORDER  -  SECOND    CLASS 0
 NU1240
 NU1240.The horizontal coordinates were scaled from a topographic map and have
 NU1240.an estimated accuracy of +/- 6 seconds.
 NU1240
 NU1240.The orthometric height was determined by differential leveling
 NU1240.and adjusted by the National Geodetic Survey in June 1991..
 NU1240
 NU1240.The geoid height was determined by GEOID03.
 NU1240
 NU1240.The dynamic height is computed by dividing the NAVD 88
 NU1240.geopotential number by the normal gravity value computed on the
 NU1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1240.degrees latitude (g = 980.6199 gals.).
 NU1240
 NU1240.The modeled gravity was interpolated from observed gravity values.
 NU1240
 NU1240;                    North         East    Units  Estimated Accuracy
 NU1240;SPC ID C     -    96,170.      535,850.      MT  (+/- 180 meters Scaled)
 NU1240
 NU1240                          SUPERSEDED SURVEY CONTROL
 NU1240
 NU1240  NGVD 29 (??/??/92) 1312.959  (m)         4307.60   (f) ADJ UNCH    2 0
 NU1240
 NU1240.Superseded values are not recommended for survey control.
 NU1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1240.See file dsdata.txt to determine how the superseded data were derived.
 NU1240
 NU1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN894119(NAD 83)
 NU1240_MARKER: DD = SURVEY DISK
 NU1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1240_STAMPING: R.P.P.T. 604+02.9 OFF. 50.05 USBM C 177
 NU1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1240+STABILITY: SURFACE MOTION
 NU1240
 NU1240  HISTORY     - Date     Condition        Report By
 NU1240  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1240  HISTORY     - 1958     GOOD             NGS
 NU1240
 NU1240                          STATION DESCRIPTION
 NU1240
 NU1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU1240'3.4 MI E FROM DECLO.
 NU1240'3.4 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF STATE
 NU1240'HIGHWAY 77 AT DECLO, 0.5 MILE SOUTHEAST OF MILEPOST 250, 50 FEET
 NU1240'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.6 FEET SOUTHEAST OF A
 NU1240'FENCE POST, 1.2 FEET SOUTHEAST OF A FENCE, ABOUT 1 1/2 FEET HIGHER
 NU1240'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2
 NU1240'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0940 ***********************************************************************
 NU0940  DESIGNATION -  C 178
 NU0940  PID         -  NU0940
 NU0940  STATE/COUNTY-  ID/CASSIA
 NU0940  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0940
 NU0940                         *CURRENT SURVEY CONTROL
 NU0940  ___________________________________________________________________
 NU0940* NAD 83(1986)-  42 31 39.     (N)    113 27 31.     (W)     SCALED    
 NU0940* NAVD 88     -      1369.892  (meters)    4494.39   (feet)  ADJUSTED  
 NU0940  ___________________________________________________________________
 NU0940  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU0940  DYNAMIC HT  -        1369.062 (meters)    4491.66  (feet)  COMP
 NU0940  MODELED GRAV-     979,967.0   (mgal)                       NAVD 88
 NU0940
 NU0940  VERT ORDER  -  SECOND    CLASS 0
 NU0940
 NU0940.The horizontal coordinates were scaled from a topographic map and have
 NU0940.an estimated accuracy of +/- 6 seconds.
 NU0940
 NU0940.The orthometric height was determined by differential leveling
 NU0940.and adjusted by the National Geodetic Survey in June 1991..
 NU0940
 NU0940.The geoid height was determined by GEOID03.
 NU0940
 NU0940.The dynamic height is computed by dividing the NAVD 88
 NU0940.geopotential number by the normal gravity value computed on the
 NU0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0940.degrees latitude (g = 980.6199 gals.).
 NU0940
 NU0940.The modeled gravity was interpolated from observed gravity values.
 NU0940
 NU0940;                    North         East    Units  Estimated Accuracy
 NU0940;SPC ID C     -    95,750.      544,480.      MT  (+/- 180 meters Scaled)
 NU0940
 NU0940                          SUPERSEDED SURVEY CONTROL
 NU0940
 NU0940  NGVD 29 (??/??/92) 1368.907  (m)         4491.16   (f) ADJ UNCH    2 0
 NU0940
 NU0940.Superseded values are not recommended for survey control.
 NU0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0940.See file dsdata.txt to determine how the superseded data were derived.
 NU0940
 NU0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN980112(NAD 83)
 NU0940_MARKER: DD = SURVEY DISK
 NU0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0940_STAMPING: USBM C 178
 NU0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0940+STABILITY: SURFACE MOTION
 NU0940
 NU0940  HISTORY     - Date     Condition        Report By
 NU0940  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0940  HISTORY     - 1935     GOOD             NGS
 NU0940
 NU0940                          STATION DESCRIPTION
 NU0940
 NU0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU0940'1.3 MI W FROM COTTEREL.
 NU0940'1.3 MILES WEST OF AND ALONG US HWY NO. 30S.  0.7 EAST OF JUNCTION OF
 NU0940'ROAD GOING SE ALONG RAILWAY.  50 FEET NORTH OF CENTER OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0941 ***********************************************************************
 NU0941  DESIGNATION -  C 178 RESET
 NU0941  PID         -  NU0941
 NU0941  STATE/COUNTY-  ID/CASSIA
 NU0941  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0941
 NU0941                         *CURRENT SURVEY CONTROL
 NU0941  ___________________________________________________________________
 NU0941* NAD 83(1986)-  42 31 38.     (N)    113 27 30.     (W)     SCALED    
 NU0941* NAVD 88     -      1369.928  (meters)    4494.51   (feet)  ADJUSTED  
 NU0941  ___________________________________________________________________
 NU0941  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU0941  DYNAMIC HT  -        1369.096 (meters)    4491.78  (feet)  COMP
 NU0941  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 NU0941
 NU0941  VERT ORDER  -  SECOND    CLASS 0
 NU0941
 NU0941.The horizontal coordinates were scaled from a topographic map and have
 NU0941.an estimated accuracy of +/- 6 seconds.
 NU0941
 NU0941.The orthometric height was determined by differential leveling
 NU0941.and adjusted by the National Geodetic Survey in June 1991..
 NU0941
 NU0941.The geoid height was determined by GEOID03.
 NU0941
 NU0941.The dynamic height is computed by dividing the NAVD 88
 NU0941.geopotential number by the normal gravity value computed on the
 NU0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0941.degrees latitude (g = 980.6199 gals.).
 NU0941
 NU0941.The modeled gravity was interpolated from observed gravity values.
 NU0941
 NU0941;                    North         East    Units  Estimated Accuracy
 NU0941;SPC ID C     -    95,720.      544,500.      MT  (+/- 180 meters Scaled)
 NU0941
 NU0941                          SUPERSEDED SURVEY CONTROL
 NU0941
 NU0941  NGVD 29 (??/??/92) 1368.907  (m)         4491.16   (f) ADJ UNCH    2 0
 NU0941
 NU0941.Superseded values are not recommended for survey control.
 NU0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0941.See file dsdata.txt to determine how the superseded data were derived.
 NU0941
 NU0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN980112(NAD 83)
 NU0941_MARKER: DD = SURVEY DISK
 NU0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0941_STAMPING: SEE TEXT
 NU0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0941+STABILITY: SURFACE MOTION
 NU0941
 NU0941  HISTORY     - Date     Condition        Report By
 NU0941  HISTORY     - 1951     MONUMENTED       IDPWD
 NU0941  HISTORY     - 1958     GOOD             NGS
 NU0941  HISTORY     - 1960     MARK NOT FOUND   NGS
 NU0941  HISTORY     - 1980     MARK NOT FOUND   USGS
 NU0941
 NU0941                          STATION DESCRIPTION
 NU0941
 NU0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0941'8.95 MI E FROM DECLO.
 NU0941'8.95 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF STATE
 NU0941'HIGHWAY 77 AT DECLO, 0.1 MILE SOUTHEAST OF MILEPOST 256, 60 FEET
 NU0941'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.7 FEET SOUTHEAST OF A
 NU0941'FENCE POST, 1.2 SOUTHEAST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY,
 NU0941'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 NU0941'GROUND.  STAMPED R.P.P.O.T. 905+00.0 USBM C 178 RESET 1951 OFF. 60.0.
 NU0941
 NU0941                          STATION RECOVERY (1960)
 NU0941
 NU0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0941'MARK NOT FOUND.
 NU0941
 NU0941                          STATION RECOVERY (1980)
 NU0941
 NU0941'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NU0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0595 ***********************************************************************
 NU0595  DESIGNATION -  C 179
 NU0595  PID         -  NU0595
 NU0595  STATE/COUNTY-  ID/POWER
 NU0595  USGS QUAD   -  FLATIRON HILL (1971)
 NU0595
 NU0595                         *CURRENT SURVEY CONTROL
 NU0595  ___________________________________________________________________
 NU0595* NAD 83(1986)-  42 37 46.     (N)    112 35 08.     (W)     SCALED    
 NU0595* NAVD 88     -      1494.596  (meters)    4903.52   (feet)  ADJUSTED  
 NU0595  ___________________________________________________________________
 NU0595  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 NU0595  DYNAMIC HT  -        1493.676 (meters)    4900.50  (feet)  COMP
 NU0595  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 NU0595
 NU0595  VERT ORDER  -  SECOND    CLASS 0
 NU0595
 NU0595.The horizontal coordinates were scaled from a topographic map and have
 NU0595.an estimated accuracy of +/- 6 seconds.
 NU0595
 NU0595.The orthometric height was determined by differential leveling
 NU0595.and adjusted by the National Geodetic Survey in June 1991..
 NU0595
 NU0595.The geoid height was determined by GEOID03.
 NU0595
 NU0595.The dynamic height is computed by dividing the NAVD 88
 NU0595.geopotential number by the normal gravity value computed on the
 NU0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0595.degrees latitude (g = 980.6199 gals.).
 NU0595
 NU0595.The modeled gravity was interpolated from observed gravity values.
 NU0595
 NU0595;                    North         East    Units  Estimated Accuracy
 NU0595;SPC ID E     -   107,020.      165,640.      MT  (+/- 180 meters Scaled)
 NU0595
 NU0595                          SUPERSEDED SURVEY CONTROL
 NU0595
 NU0595  NGVD 29 (??/??/92) 1493.516  (m)         4899.98   (f) ADJ UNCH    2 0
 NU0595
 NU0595.Superseded values are not recommended for survey control.
 NU0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0595.See file dsdata.txt to determine how the superseded data were derived.
 NU0595
 NU0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN699208(NAD 83)
 NU0595_MARKER: DB = BENCH MARK DISK
 NU0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0595_STAMPING: C 179 1935
 NU0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0595+STABILITY: SURFACE MOTION
 NU0595
 NU0595  HISTORY     - Date     Condition        Report By
 NU0595  HISTORY     - 1935     MONUMENTED       CGS
 NU0595  HISTORY     - 1938     GOOD             NGS
 NU0595  HISTORY     - 1969     MARK NOT FOUND   USGS
 NU0595
 NU0595                          STATION DESCRIPTION
 NU0595
 NU0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0595'5.2 MI N FROM PAULINE.
 NU0595'5.2 MILES NORTH ALONG THE SCHILLER ROAD FROM PAULINE, POWER COUNTY,
 NU0595'200 YARDS EAST OF A LOG CABIN, 30 FEET WEST OF THE CENTERLINE OF THE
 NU0595'ROAD, 15 FEET NORTH OF A GATE, AND 3 FEET WEST OF A FENCE.  A STANDARD
 NU0595'DISK, STAMPED C 179 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NU0595
 NU0595                          STATION RECOVERY (1969)
 NU0595
 NU0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NU0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0533 ***********************************************************************
 PZ0533  DESIGNATION -  C 18
 PZ0533  PID         -  PZ0533
 PZ0533  STATE/COUNTY-  ID/LEMHI
 PZ0533  USGS QUAD   -  LEMHI (1989)
 PZ0533
 PZ0533                         *CURRENT SURVEY CONTROL
 PZ0533  ___________________________________________________________________
 PZ0533* NAD 83(1986)-  44 52 10.     (N)    113 37 32.     (W)     SCALED    
 PZ0533* NAVD 88     -      1567.915  (meters)    5144.07   (feet)  ADJUSTED  
 PZ0533  ___________________________________________________________________
 PZ0533  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 PZ0533  DYNAMIC HT  -        1567.161 (meters)    5141.59  (feet)  COMP
 PZ0533  MODELED GRAV-     980,081.5   (mgal)                       NAVD 88
 PZ0533
 PZ0533  VERT ORDER  -  FIRST     CLASS II
 PZ0533
 PZ0533.The horizontal coordinates were scaled from a topographic map and have
 PZ0533.an estimated accuracy of +/- 6 seconds.
 PZ0533
 PZ0533.The orthometric height was determined by differential leveling
 PZ0533.and adjusted by the National Geodetic Survey in June 1991..
 PZ0533
 PZ0533.The geoid height was determined by GEOID03.
 PZ0533
 PZ0533.The dynamic height is computed by dividing the NAVD 88
 PZ0533.geopotential number by the normal gravity value computed on the
 PZ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0533.degrees latitude (g = 980.6199 gals.).
 PZ0533
 PZ0533.The modeled gravity was interpolated from observed gravity values.
 PZ0533
 PZ0533;                    North         East    Units  Estimated Accuracy
 PZ0533;SPC ID C     -   355,870.      529,590.      MT  (+/- 180 meters Scaled)
 PZ0533
 PZ0533                          SUPERSEDED SURVEY CONTROL
 PZ0533
 PZ0533  NGVD 29 (??/??/92) 1566.651  (m)         5139.92   (f) ADJ UNCH    1 2
 PZ0533
 PZ0533.Superseded values are not recommended for survey control.
 PZ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0533.See file dsdata.txt to determine how the superseded data were derived.
 PZ0533
 PZ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ925718(NAD 83)
 PZ0533_MARKER: DB = BENCH MARK DISK
 PZ0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0533_STAMPING: C 18 1933
 PZ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0533+STABILITY: SURFACE MOTION
 PZ0533
 PZ0533  HISTORY     - Date     Condition        Report By
 PZ0533  HISTORY     - 1933     MONUMENTED       CGS
 PZ0533  HISTORY     - 20010501 MARK NOT FOUND   IDTD
 PZ0533
 PZ0533                          STATION DESCRIPTION
 PZ0533
 PZ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PZ0533'19.3 MI NW FROM LEADORE.
 PZ0533'19.3 MILES NORTHWEST OF, ALONG G. AND P. RY.  CONCRETE POST, 175 FEET
 PZ0533'EAST OF MOUTH OF HAYDEN CREEK, 40 FEET SOUTH OF RAILROAD TRESTLE OVER
 PZ0533'LEMHI RIVER, NORTHWEST END OF CURVE, 30 FEET SOUTHWEST OF RAILROAD
 PZ0533'CENTERLINE.  TABLET ON TOP OF CONCRETE POST.
 PZ0533
 PZ0533                          STATION RECOVERY (2001)
 PZ0533
 PZ0533'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 PZ0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0534 ***********************************************************************
 PZ0534  DESIGNATION -  C 18 RESET
 PZ0534  PID         -  PZ0534
 PZ0534  STATE/COUNTY-  ID/LEMHI
 PZ0534  USGS QUAD   -  HAYDEN CREEK (1989)
 PZ0534
 PZ0534                         *CURRENT SURVEY CONTROL
 PZ0534  ___________________________________________________________________
 PZ0534* NAD 83(1986)-  44 52 10.     (N)    113 37 33.     (W)     SCALED    
 PZ0534* NAVD 88     -      1568.08   (meters)    5144.6    (feet)  RESET     
 PZ0534  ___________________________________________________________________
 PZ0534  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 PZ0534
 PZ0534  VERT ORDER  -  THIRD
 PZ0534
 PZ0534.The horizontal coordinates were scaled from a topographic map and have
 PZ0534.an estimated accuracy of +/- 6 seconds.
 PZ0534
 PZ0534.The orthometric height was computed from unverified reset data.
 PZ0534.No vertical observational check was made to the station.
 PZ0534
 PZ0534.The geoid height was determined by GEOID03.
 PZ0534
 PZ0534;                    North         East    Units  Estimated Accuracy
 PZ0534;SPC ID C     -   355,870.      529,570.      MT  (+/- 180 meters Scaled)
 PZ0534
 PZ0534                          SUPERSEDED SURVEY CONTROL
 PZ0534
 PZ0534  NGVD 29 (??/??/??) 1566.81   (m)         5140.4    (f) RESET       3  
 PZ0534
 PZ0534.Superseded values are not recommended for survey control.
 PZ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0534.See file dsdata.txt to determine how the superseded data were derived.
 PZ0534
 PZ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ925718(NAD 83)
 PZ0534_MARKER: DB = BENCH MARK DISK
 PZ0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0534_STAMPING: C 18 193O
 PZ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0534+STABILITY: SURFACE MOTION
 PZ0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PZ0534+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 PZ0534
 PZ0534  HISTORY     - Date     Condition        Report By
 PZ0534  HISTORY     - 1952     MONUMENTED       CGS
 PZ0534  HISTORY     - 1956     GOOD             USGS
 PZ0534  HISTORY     - 20010501 GOOD             IDTD
 PZ0534
 PZ0534                          STATION DESCRIPTION
 PZ0534
 PZ0534'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0534'26.7  MI SE FROM LEADORE.
 PZ0534'FROM ITS JUNCTION WITH HIGHWAY 93 AT SALMON, 26.7 MI. SE ALONG HIGHWAY
 PZ0534'28, NEAR THE MOUTH OF HAYDEN CREEK IN A FIELD 115 FEET DIAGONALLY FROM
 PZ0534'THE SE ABUTMENT OF A CONCRETE BRIDGE OVER LEMHI RIVER AND 75 FEET SW
 PZ0534'OF THE CENTERLINE OF HIGHWAY 28.  A STANDARD DISK SET IN THE TOP OF A
 PZ0534'CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 PZ0534
 PZ0534                          STATION RECOVERY (2001)
 PZ0534
 PZ0534'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 PZ0534'ON SH-28 AT MP. 109.399, MARK IS 35.8 M. SOUTH-SOUTHWEST OF THE
 PZ0534'SOUTHWEST CORNER OF A BRIDGE OVER THE LEMHI RIVER, 35 M. SOUTH OF THE
 PZ0534'SOUTH BANK OF THE RIVER, 22.6 M. WEST OF PAINTED CENTERLINE,12 M.
 PZ0534'SOUTHWEST OF A POWERPOLE, 7.2 M. WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0663 ***********************************************************************
 NU0663  DESIGNATION -  C 180
 NU0663  PID         -  NU0663
 NU0663  STATE/COUNTY-  ID/POWER
 NU0663  USGS QUAD   -  ROCKLAND WEST (1971)
 NU0663
 NU0663                         *CURRENT SURVEY CONTROL
 NU0663  ___________________________________________________________________
 NU0663* NAD 83(1986)-  42 34 53.     (N)    112 52 56.     (W)     SCALED    
 NU0663* NAVD 88     -      1420.987  (meters)    4662.02   (feet)  ADJUSTED  
 NU0663  ___________________________________________________________________
 NU0663  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 NU0663  DYNAMIC HT  -        1420.112 (meters)    4659.15  (feet)  COMP
 NU0663  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 NU0663
 NU0663  VERT ORDER  -  SECOND    CLASS 0
 NU0663
 NU0663.The horizontal coordinates were scaled from a topographic map and have
 NU0663.an estimated accuracy of +/- 6 seconds.
 NU0663
 NU0663.The orthometric height was determined by differential leveling
 NU0663.and adjusted by the National Geodetic Survey in June 1991..
 NU0663.WARNING-Repeat measurements at this control monument indicate possible
 NU0663.vertical movement.
 NU0663
 NU0663.The geoid height was determined by GEOID03.
 NU0663
 NU0663.The dynamic height is computed by dividing the NAVD 88
 NU0663.geopotential number by the normal gravity value computed on the
 NU0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0663.degrees latitude (g = 980.6199 gals.).
 NU0663
 NU0663.The modeled gravity was interpolated from observed gravity values.
 NU0663
 NU0663;                    North         East    Units  Estimated Accuracy
 NU0663;SPC ID E     -   101,850.      141,260.      MT  (+/- 180 meters Scaled)
 NU0663
 NU0663                          SUPERSEDED SURVEY CONTROL
 NU0663
 NU0663  NGVD 29 (??/??/92) 1419.930  (m)         4658.55   (f) ADJ UNCH    2 0
 NU0663
 NU0663.Superseded values are not recommended for survey control.
 NU0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0663.See file dsdata.txt to determine how the superseded data were derived.
 NU0663
 NU0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN455160(NAD 83)
 NU0663_MARKER: DB = BENCH MARK DISK
 NU0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0663_STAMPING: C 180 1935
 NU0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0663+STABILITY: SURFACE MOTION
 NU0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0663+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 NU0663
 NU0663  HISTORY     - Date     Condition        Report By
 NU0663  HISTORY     - 1935     MONUMENTED       CGS
 NU0663  HISTORY     - 1951     GOOD             NGS
 NU0663  HISTORY     - 1959     GOOD             NGS
 NU0663  HISTORY     - 20040827 GOOD             IDTD
 NU0663
 NU0663                          STATION DESCRIPTION
 NU0663
 NU0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NU0663'0.8 MI N FROM ROCKLAND.
 NU0663'ABOUT 0.8 MILE NORTH ALONG THE STATE HIGHWAY 37 FROM THE POST OFFICE
 NU0663'IN ROCKLAND, AT THE T JUNCTION OF A GRAVEL ROAD LEADING WEST, 150 1/2
 NU0663'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 116 FEET NORTHEAST OF THE
 NU0663'NORTHEAST CORNER OF A RED BARN, 23 1/2 FEET SOUTH OF THE CENTER LINE
 NU0663'OF THE GRAVEL ROAD, 31 FEET WEST OF TELEGRAPH POLE NUMBER 9, AND SET
 NU0663'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND,
 NU0663'AND ABOUT 15 FEET LOWER THAN THE HIGHWAY.
 NU0663
 NU0663                          STATION RECOVERY (1959)
 NU0663
 NU0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NU0663'RECOVERED IN GOOD CONDITION.
 NU0663
 NU0663                          STATION RECOVERY (2004)
 NU0663
 NU0663'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2004 (RRE)
 NU0663'THE MONUMENT IS ABOUT 0.8 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE
 NU0663'POST OFFICE IN ROCKLAND, ABOUT 150 FEET WEST OF HIGHWAY MILEPOST 56.4
 NU0663'AND ABOUT 15 FEET LOWER THAN THE HIGHWAY CENTER LINE. IT IS ALSO ABOUT
 NU0663'25 FEET SOUTH AND ABOUT 6 FEET ABOVE THE CENTER LINE OF SECOND WEST
 NU0663'ROAD. IT IS ABOUT 2 FEET FROM AN ORANGE FIBERGLASS POST WITH AN ITD
 NU0663'STICKER AND PROJECTS ABOUT 0.4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0322 ***********************************************************************
 NU0322  DESIGNATION -  C 181
 NU0322  PID         -  NU0322
 NU0322  STATE/COUNTY-  ID/ONEIDA
 NU0322  USGS QUAD   -  DANIELS (1968)
 NU0322
 NU0322                         *CURRENT SURVEY CONTROL
 NU0322  ___________________________________________________________________
 NU0322* NAD 83(1986)-  42 17 48.     (N)    112 24 05.     (W)     SCALED    
 NU0322* NAVD 88     -      1519.802  (meters)    4986.22   (feet)  ADJUSTED  
 NU0322  ___________________________________________________________________
 NU0322  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 NU0322  DYNAMIC HT  -        1518.796 (meters)    4982.92  (feet)  COMP
 NU0322  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 NU0322
 NU0322  VERT ORDER  -  SECOND    CLASS 0
 NU0322
 NU0322.The horizontal coordinates were scaled from a topographic map and have
 NU0322.an estimated accuracy of +/- 6 seconds.
 NU0322
 NU0322.The orthometric height was determined by differential leveling
 NU0322.and adjusted by the National Geodetic Survey in June 1991..
 NU0322
 NU0322.The geoid height was determined by GEOID03.
 NU0322
 NU0322.The dynamic height is computed by dividing the NAVD 88
 NU0322.geopotential number by the normal gravity value computed on the
 NU0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0322.degrees latitude (g = 980.6199 gals.).
 NU0322
 NU0322.The modeled gravity was interpolated from observed gravity values.
 NU0322
 NU0322;                    North         East    Units  Estimated Accuracy
 NU0322;SPC ID E     -    70,000.      180,650.      MT  (+/- 180 meters Scaled)
 NU0322
 NU0322                          SUPERSEDED SURVEY CONTROL
 NU0322
 NU0322  NGVD 29 (??/??/92) 1518.702  (m)         4982.61   (f) ADJ UNCH    2 0
 NU0322
 NU0322.Superseded values are not recommended for survey control.
 NU0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0322.See file dsdata.txt to determine how the superseded data were derived.
 NU0322
 NU0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM844836(NAD 83)
 NU0322_MARKER: DB = BENCH MARK DISK
 NU0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0322_STAMPING: C 181 1935
 NU0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0322+STABILITY: SURFACE MOTION
 NU0322
 NU0322  HISTORY     - Date     Condition        Report By
 NU0322  HISTORY     - 1935     MONUMENTED       CGS
 NU0322  HISTORY     - 1967     MARK NOT FOUND   USGS
 NU0322
 NU0322                          STATION DESCRIPTION
 NU0322
 NU0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU0322'13.0 MI NW FROM MALAD CITY.
 NU0322'ABOUT 13.0 MILES NORTHWEST ALONG THE GRAVEL ROAD LEADING TO ELK HORN
 NU0322'DAM FROM MALAD CITY, ONEIDA COUNTY, ABOUT 120 FEET WEST OF A LOG
 NU0322'FARMHOUSE, AT THE JUNCTION OF A DRIVE, 30 FEET NORTH OF THE DRIVE, AND
 NU0322'32 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 NU0322'C 181 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- AREA FAILED
 NU0322'TO REVEAL ANY PART OF THE BM.  THE ROAD HAS BEEN REALIGNED AND AREA
 NU0322'WAS ALSO FLOODED IN 1966.
 NU0322
 NU0322                          STATION RECOVERY (1967)
 NU0322
 NU0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1110 ***********************************************************************
 NU1110  DESIGNATION -  C 183
 NU1110  PID         -  NU1110
 NU1110  STATE/COUNTY-  ID/CASSIA
 NU1110  USGS QUAD   -  CONNOR RIDGE (1976)
 NU1110
 NU1110                         *CURRENT SURVEY CONTROL
 NU1110  ___________________________________________________________________
 NU1110* NAD 83(1986)-  42 15 06.     (N)    113 33 19.     (W)     SCALED    
 NU1110* NAVD 88     -      1568.555  (meters)    5146.17   (feet)  ADJUSTED  
 NU1110  ___________________________________________________________________
 NU1110  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 NU1110  DYNAMIC HT  -        1567.509 (meters)    5142.74  (feet)  COMP
 NU1110  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 NU1110
 NU1110  VERT ORDER  -  SECOND    CLASS 0
 NU1110
 NU1110.The horizontal coordinates were scaled from a topographic map and have
 NU1110.an estimated accuracy of +/- 6 seconds.
 NU1110
 NU1110.The orthometric height was determined by differential leveling
 NU1110.and adjusted by the National Geodetic Survey in June 1991..
 NU1110
 NU1110.The geoid height was determined by GEOID03.
 NU1110
 NU1110.The dynamic height is computed by dividing the NAVD 88
 NU1110.geopotential number by the normal gravity value computed on the
 NU1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1110.degrees latitude (g = 980.6199 gals.).
 NU1110
 NU1110.The modeled gravity was interpolated from observed gravity values.
 NU1110
 NU1110;                    North         East    Units  Estimated Accuracy
 NU1110;SPC ID C     -    65,070.      536,700.      MT  (+/- 180 meters Scaled)
 NU1110
 NU1110                          SUPERSEDED SURVEY CONTROL
 NU1110
 NU1110  NGVD 29 (??/??/92) 1567.481  (m)         5142.64   (f) ADJ UNCH    2 0
 NU1110
 NU1110.Superseded values are not recommended for survey control.
 NU1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1110.See file dsdata.txt to determine how the superseded data were derived.
 NU1110
 NU1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM892808(NAD 83)
 NU1110_MARKER: DB = BENCH MARK DISK
 NU1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1110_STAMPING: C 183 1935
 NU1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1110+STABILITY: SURFACE MOTION
 NU1110
 NU1110  HISTORY     - Date     Condition        Report By
 NU1110  HISTORY     - 1935     MONUMENTED       CGS
 NU1110  HISTORY     - 1967     MARK NOT FOUND   USGS
 NU1110
 NU1110                          STATION DESCRIPTION
 NU1110
 NU1110'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NU1110'11.3 MI W FROM MALTA.
 NU1110'11.3 MILES WEST ALONG THE OAKLEY ROAD FROM MALTA, 0.6 MILES EAST OF
 NU1110'ELBA STORE, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 18 FEET
 NU1110'SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST TO THE JACKSON FARM.
 NU1110'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0527 ***********************************************************************
 NU0527  DESIGNATION -  C 185
 NU0527  PID         -  NU0527
 NU0527  STATE/COUNTY-  ID/ONEIDA
 NU0527  USGS QUAD   -  BLACK PINE (1973)
 NU0527
 NU0527                         *CURRENT SURVEY CONTROL
 NU0527  ___________________________________________________________________
 NU0527* NAD 83(1986)-  42 04 07.     (N)    112 56 42.     (W)     SCALED    
 NU0527* NAVD 88     -      1436.231  (meters)    4712.03   (feet)  ADJUSTED  
 NU0527  ___________________________________________________________________
 NU0527  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 NU0527  DYNAMIC HT  -        1435.256 (meters)    4708.84  (feet)  COMP
 NU0527  MODELED GRAV-     979,893.4   (mgal)                       NAVD 88
 NU0527
 NU0527  VERT ORDER  -  SECOND    CLASS 0
 NU0527
 NU0527.The horizontal coordinates were scaled from a topographic map and have
 NU0527.an estimated accuracy of +/- 6 seconds.
 NU0527
 NU0527.The orthometric height was determined by differential leveling
 NU0527.and adjusted by the National Geodetic Survey in June 1991..
 NU0527
 NU0527.The geoid height was determined by GEOID03.
 NU0527
 NU0527.The dynamic height is computed by dividing the NAVD 88
 NU0527.geopotential number by the normal gravity value computed on the
 NU0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0527.degrees latitude (g = 980.6199 gals.).
 NU0527
 NU0527.The modeled gravity was interpolated from observed gravity values.
 NU0527
 NU0527;                    North         East    Units  Estimated Accuracy
 NU0527;SPC ID E     -    44,940.      135,590.      MT  (+/- 180 meters Scaled)
 NU0527
 NU0527                          SUPERSEDED SURVEY CONTROL
 NU0527
 NU0527  NGVD 29 (??/??/92) 1435.154  (m)         4708.50   (f) ADJ UNCH    2 0
 NU0527
 NU0527.Superseded values are not recommended for survey control.
 NU0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0527.See file dsdata.txt to determine how the superseded data were derived.
 NU0527
 NU0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM390592(NAD 83)
 NU0527_MARKER: DB = BENCH MARK DISK
 NU0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0527_STAMPING: C 185 1935
 NU0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0527+STABILITY: SURFACE MOTION
 NU0527
 NU0527  HISTORY     - Date     Condition        Report By
 NU0527  HISTORY     - 1935     MONUMENTED       CGS
 NU0527  HISTORY     - 1938     GOOD             NGS
 NU0527  HISTORY     - 1973     POOR             USGS
 NU0527
 NU0527                          STATION DESCRIPTION
 NU0527
 NU0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0527'14.0 MI W FROM SNOWVILLE.
 NU0527'IN ONEIDA COUNTY, IDAHO, 14 MILES WEST ALONG U.S. HIGHWAY 30 S FROM
 NU0527'SNOWVILLE, BOX ELDER COUNTY, UTAH, 7.2 MILES NORTH ALONG THE MALTA
 NU0527'ROAD.  0.2 MILE SOUTH OF A THICK GROWTH OF CEDAR TREES, 33 FEET WEST
 NU0527'OF THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF A FENCE CORNER, AND IN
 NU0527'THE FENCE LINE.  A STANDARD DISK, STAMPED C 185 1935 AND SET IN THE
 NU0527'TOP OF A CONCRETE POST.
 NU0527
 NU0527                          STATION RECOVERY (1973)
 NU0527
 NU0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0527'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0484 ***********************************************************************
 NU0484  DESIGNATION -  C 186
 NU0484  PID         -  NU0484
 NU0484  STATE/COUNTY-  ID/POWER
 NU0484  USGS QUAD   -  ROY (1973)
 NU0484
 NU0484                         *CURRENT SURVEY CONTROL
 NU0484  ___________________________________________________________________
 NU0484* NAD 83(1986)-  42 21 20.     (N)    112 49 51.     (W)     SCALED    
 NU0484* NAVD 88     -      1569.854  (meters)    5150.43   (feet)  ADJUSTED  
 NU0484  ___________________________________________________________________
 NU0484  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 NU0484  DYNAMIC HT  -        1568.803 (meters)    5146.98  (feet)  COMP
 NU0484  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 NU0484
 NU0484  VERT ORDER  -  SECOND    CLASS 0
 NU0484
 NU0484.The horizontal coordinates were scaled from a topographic map and have
 NU0484.an estimated accuracy of +/- 6 seconds.
 NU0484
 NU0484.The orthometric height was determined by differential leveling
 NU0484.and adjusted by the National Geodetic Survey in June 1991..
 NU0484
 NU0484.The geoid height was determined by GEOID03.
 NU0484
 NU0484.The dynamic height is computed by dividing the NAVD 88
 NU0484.geopotential number by the normal gravity value computed on the
 NU0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0484.degrees latitude (g = 980.6199 gals.).
 NU0484
 NU0484.The modeled gravity was interpolated from observed gravity values.
 NU0484
 NU0484;                    North         East    Units  Estimated Accuracy
 NU0484;SPC ID E     -    76,730.      145,280.      MT  (+/- 180 meters Scaled)
 NU0484
 NU0484                          SUPERSEDED SURVEY CONTROL
 NU0484
 NU0484  NGVD 29 (??/??/92) 1568.735  (m)         5146.76   (f) ADJ UNCH    2 0
 NU0484
 NU0484.Superseded values are not recommended for survey control.
 NU0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0484.See file dsdata.txt to determine how the superseded data were derived.
 NU0484
 NU0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM492908(NAD 83)
 NU0484_MARKER: DB = BENCH MARK DISK
 NU0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0484_STAMPING: C 186 1935
 NU0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0484+STABILITY: SURFACE MOTION
 NU0484
 NU0484  HISTORY     - Date     Condition        Report By
 NU0484  HISTORY     - 1935     MONUMENTED       CGS
 NU0484  HISTORY     - 1938     GOOD             NGS
 NU0484  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0484
 NU0484                          STATION DESCRIPTION
 NU0484
 NU0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0484'0.6 MI S FROM ROY.
 NU0484'0.6 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE FRAME SCHOOLHOUSE AT
 NU0484'ROY, POWER COUNTY, 100 YARDS SOUTH OF A FARMHOUSE, AT THE JUNCTION OF
 NU0484'A ROAD LEADING SOUTHWEST, 9/ FEET SOUTH OF A ROAD SIGN, 54 FEET WEST
 NU0484'OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTHEAST OF THE CENTERLINE
 NU0484'OF THE ROAD, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED C 186
 NU0484'1935 AND SET IN THE TOP OF A CONCRETE POST.
 NU0484
 NU0484                          STATION RECOVERY (1973)
 NU0484
 NU0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0091 ***********************************************************************
 QB0091  DESIGNATION -  C 187
 QB0091  PID         -  QB0091
 QB0091  STATE/COUNTY-  ID/VALLEY
 QB0091  USGS QUAD   -  MC CALL (1973)
 QB0091
 QB0091                         *CURRENT SURVEY CONTROL
 QB0091  ___________________________________________________________________
 QB0091* NAD 83(1986)-  44 53 47.     (N)    116 05 46.     (W)     SCALED    
 QB0091* NAVD 88     -      1536.397  (meters)    5040.66   (feet)  ADJUSTED  
 QB0091  ___________________________________________________________________
 QB0091  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 QB0091  DYNAMIC HT  -        1535.733 (meters)    5038.48  (feet)  COMP
 QB0091  MODELED GRAV-     980,130.9   (mgal)                       NAVD 88
 QB0091
 QB0091  VERT ORDER  -  SECOND    CLASS 0
 QB0091
 QB0091.This mark is at Mc Call Airport (MYL)
 QB0091
 QB0091.The horizontal coordinates were scaled from a topographic map and have
 QB0091.an estimated accuracy of +/- 6 seconds.
 QB0091
 QB0091.The orthometric height was determined by differential leveling
 QB0091.and adjusted by the National Geodetic Survey in September 1994..
 QB0091
 QB0091.The geoid height was determined by GEOID03.
 QB0091
 QB0091.The dynamic height is computed by dividing the NAVD 88
 QB0091.geopotential number by the normal gravity value computed on the
 QB0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0091.degrees latitude (g = 980.6199 gals.).
 QB0091
 QB0091.The modeled gravity was interpolated from observed gravity values.
 QB0091
 QB0091;                    North         East    Units  Estimated Accuracy
 QB0091;SPC ID W     -   358,850.      772,660.      MT  (+/- 180 meters Scaled)
 QB0091
 QB0091                          SUPERSEDED SURVEY CONTROL
 QB0091
 QB0091  NAVD 88 (06/15/91) 1535.651  (m)         5038.22   (f) UNKNOWN     2 0
 QB0091  NGVD 29 (??/??/92) 1534.482  (m)         5034.38   (f) ADJ UNCH    2 0
 QB0091
 QB0091.Superseded values are not recommended for survey control.
 QB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0091.See file dsdata.txt to determine how the superseded data were derived.
 QB0091
 QB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK713718(NAD 83)
 QB0091_MARKER: DB = BENCH MARK DISK
 QB0091_SETTING: 80 = SET IN A BOULDER
 QB0091_SP_SET: IN DRILL HOLE IN A BOULDER
 QB0091_STAMPING: C 187 1935
 QB0091_MARK LOGO: CGS   
 QB0091_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0091+STABILITY: SURFACE MOTION
 QB0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB0091+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1994
 QB0091
 QB0091  HISTORY     - Date     Condition        Report By
 QB0091  HISTORY     - 1935     MONUMENTED       CGS
 QB0091  HISTORY     - 1959     GOOD             NGS
 QB0091  HISTORY     - 1983     GOOD             NGS
 QB0091  HISTORY     - 19940615 POOR             NGS
 QB0091  HISTORY     - 20000705 POOR             IDTD
 QB0091  HISTORY     - 20010801 MARK NOT FOUND   IDTD
 QB0091
 QB0091                          STATION DESCRIPTION
 QB0091
 QB0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QB0091'1.0 MI S FROM MCCALL.
 QB0091'1.0 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE UNION PACIFIC RAILROAD
 QB0091'STATION AT MCCALL, AT THE ENTRANCE TO MCCALL AIRPORT, IN TOP OF A 7
 QB0091'1/2-BY 9-FOOT EMBEDDED BOULDER WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE
 QB0091'THE GROUND, 45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 101.5 FEET
 QB0091'NORTHEAST OF THE NORTH CORNER OF A LARGE WOOD AND ALUMINUM HANGAR, 94
 QB0091'FEET NORTH OF THE CENTER LINE OF THE SOUTH ENTRANCE ROAD, 60 FEET
 QB0091'SOUTH OF THE CENTER LINE OF THE NORTH ENTRANCE ROAD, AND ABOUT 1 FOOT
 QB0091'HIGHER THAN THE HIGHWAY.
 QB0091
 QB0091                          STATION RECOVERY (1983)
 QB0091
 QB0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0091'RECOVERED IN GOOD CONDITION.
 QB0091
 QB0091                          STATION RECOVERY (1994)
 QB0091
 QB0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 QB0091'THIS BENCH MARK WAS RECOVERED IN WHAT APPEARS TO BE A DISTURBED
 QB0091'CONDITION.  THE MARK NOW PROJECTS 4-FEET ABOVE THE GROUND INSTEAD OF
 QB0091'2.5-FEET AND IS 35-FEET FROM THE HIGHWAY CENTERLINE INSTEAD OF
 QB0091'45-FEET AND 3-FEET ABOVE THE HIGHWAY INSTEAD OF 1-FOOT.
 QB0091
 QB0091                          STATION RECOVERY (2000)
 QB0091
 QB0091'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 QB0091'THE BOULDER THIS MARK IS SET IN IS SITTING ON TOP OF THE GROUND AND
 QB0091'THE DISK IS NOT LEVEL AND WILL NOT BE LEVELED TO IN THIS SURVEY.
 QB0091'NOTE--THIS MARK WILL BE DESTROYED DURING HIGHWAY AND AIRPORT
 QB0091'CONSTRUCTION SEE C 187 RESET.
 QB0091
 QB0091                          STATION RECOVERY (2001)
 QB0091
 QB0091'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (BEK)
 QB0091'BOULDER DISK WAS SET IN WAS REMOVED DURING CONSTRUCTION.  DISK NOT
 QB0091'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI7607 ***********************************************************************
 AI7607  DESIGNATION -  C 187 RESET
 AI7607  PID         -  AI7607
 AI7607  STATE/COUNTY-  ID/VALLEY
 AI7607  USGS QUAD   -  MC CALL (1973)
 AI7607
 AI7607                         *CURRENT SURVEY CONTROL
 AI7607  ___________________________________________________________________
 AI7607* NAD 83(1999)-  44 53 43.46665(N)    116 05 44.58827(W)     ADJUSTED  
 AI7607* NAVD 88     -      1534.266  (meters)    5033.67   (feet)  ADJUSTED  
 AI7607  ___________________________________________________________________
 AI7607  X           -  -1,991,247.505 (meters)                     COMP
 AI7607  Y           -  -4,065,410.703 (meters)                     COMP
 AI7607  Z           -   4,480,194.275 (meters)                     COMP
 AI7607  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 AI7607  ELLIP HEIGHT-        1519.36  (meters)          (05/31/01) GPS OBS
 AI7607  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 AI7607  DYNAMIC HT  -        1533.603 (meters)    5031.50  (feet)  COMP
 AI7607  MODELED GRAV-     980,130.9   (mgal)                       NAVD 88
 AI7607
 AI7607  HORZ ORDER  -  FIRST
 AI7607  VERT ORDER  -  SECOND    CLASS II
 AI7607  ELLP ORDER  -  FOURTH    CLASS II
 AI7607
 AI7607.The horizontal coordinates were established by GPS observations
 AI7607.and adjusted by the National Geodetic Survey in May 2001..
 AI7607.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI7607.DATUM ITEM on the data sheet items page.
 AI7607
 AI7607.The orthometric height was determined by differential leveling
 AI7607.and adjusted by the National Geodetic Survey in September 2000..
 AI7607
 AI7607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7607
 AI7607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7607
 AI7607.The ellipsoidal height was determined by GPS observations
 AI7607.and is referenced to NAD 83.
 AI7607
 AI7607.The geoid height was determined by GEOID03.
 AI7607
 AI7607.The dynamic height is computed by dividing the NAVD 88
 AI7607.geopotential number by the normal gravity value computed on the
 AI7607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7607.degrees latitude (g = 980.6199 gals.).
 AI7607
 AI7607.The modeled gravity was interpolated from observed gravity values.
 AI7607
 AI7607;                    North         East     Units Scale Factor Converg.
 AI7607;SPC ID W     -   358,741.627   772,693.426   MT  0.99994250   -0 14 38.5
 AI7607;UTM  11      - 4,971,729.301   571,400.742   MT  0.99966269   +0 38 17.8
 AI7607
 AI7607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7607!SPC ID W     -   0.99976184  x   0.99994250  =   0.99970435
 AI7607!UTM  11      -   0.99976184  x   0.99966269  =   0.99942461
 AI7607
 AI7607|---------------------------------------------------------------------|
 AI7607| PID    Reference Object                     Distance      Geod. Az  |
 AI7607|                                                           dddmmss.s |
 AI7607| AI7608 MCCALL 2                            235.221 METERS 34138     |
 AI7607|---------------------------------------------------------------------|
 AI7607
 AI7607                          SUPERSEDED SURVEY CONTROL
 AI7607
 AI7607  NAVD 88 (05/31/01) 1534.27   (m)         5033.7    (f) LEVELING    3  
 AI7607
 AI7607.Superseded values are not recommended for survey control.
 AI7607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7607.See file dsdata.txt to determine how the superseded data were derived.
 AI7607
 AI7607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK7140171729(NAD 83)
 AI7607_MARKER: DV = VERTICAL CONTROL DISK
 AI7607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7607_STAMPING: C 187 RESET 2000
 AI7607_MARK LOGO: NGS   
 AI7607_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7607+STABILITY: SURFACE MOTION
 AI7607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7607+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 AI7607
 AI7607  HISTORY     - Date     Condition        Report By
 AI7607  HISTORY     - 2000     MONUMENTED       IDTD
 AI7607  HISTORY     - 20000808 GOOD             IDTD
 AI7607
 AI7607                          STATION DESCRIPTION
 AI7607
 AI7607'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 AI7607'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF MCCALL AT THE
 AI7607'MCCALL MUNICIPAL AIRPORT ALONG THE WEST SIDE OF STATE HIGHWAY 55.
 AI7607'OWNERSHIP--CITY OF MCCALL.  REACHED FROM THE HOTEL MCCALL AT THE
 AI7607'BLINKER LIGHT, AT A TURN IN STATE HIGHWAY 55.  GO SOUTH ON STATE
 AI7607'HIGHWAY 55 FOR 1.5 KM (0.95 MI) TO A STOP LIGHT AND DEINHARD LANE,
 AI7607'CONTINUE AHEAD SOUTH ON STATE HIGHWAY 55 FOR 0.25 KM (0.15 MI) AND THE
 AI7607'MARK ON THE RIGHT.  IT IS 15.9 M (52.2 FT) WEST OF THE HIGHWAY PAINTED
 AI7607'CENTERLINE, 11.5 M (37.7 FT) NORTHWEST OF THE NORTHEAST CORNER OF A
 AI7607'CHAIN LINK FENCE, 18.25 M (59.88 FT) NORTHEAST OF A FIRE HYDRANT AND
 AI7607'7.45 M (24.44 FT) WEST OF A SIGN POST.  MARK IS A 38-CM IN-DIAMETER
 AI7607'CONCRETE POST SET TO A DEPTH OF 2.0 M (6.6 FT) RECESSED ABOUT 35-CM
 AI7607'BELOW GROUND LEVEL.  NOTE--MARK WAS SET BY THE CITY OF MCCALL PUBLIC
 AI7607'WORKS DEPARTMENT.
 AI7607
 AI7607                          STATION RECOVERY (2000)
 AI7607
 AI7607'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 AI7607'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT ACCESS TO MONUMENT
 AI7607'IS UNDER A 24-INCH INDIAMETER STEEL PLATE MARKED WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0430 ***********************************************************************
 QZ0430  DESIGNATION -  C 188
 QZ0430  PID         -  QZ0430
 QZ0430  STATE/COUNTY-  ID/VALLEY
 QZ0430  USGS QUAD   -  ENOS LAKE (1969)
 QZ0430
 QZ0430                         *CURRENT SURVEY CONTROL
 QZ0430  ___________________________________________________________________
 QZ0430* NAD 83(1986)-  45 03 35.     (N)    115 51 43.     (W)     SCALED    
 QZ0430* NAVD 88     -      1587.237  (meters)    5207.46   (feet)  ADJUSTED  
 QZ0430  ___________________________________________________________________
 QZ0430  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 QZ0430  DYNAMIC HT  -        1586.488 (meters)    5205.00  (feet)  COMP
 QZ0430  MODELED GRAV-     980,089.7   (mgal)                       NAVD 88
 QZ0430
 QZ0430  VERT ORDER  -  SECOND    CLASS 0
 QZ0430
 QZ0430.The horizontal coordinates were scaled from a topographic map and have
 QZ0430.an estimated accuracy of +/- 6 seconds.
 QZ0430
 QZ0430.The orthometric height was determined by differential leveling
 QZ0430.and adjusted by the National Geodetic Survey in June 1991..
 QZ0430
 QZ0430.The geoid height was determined by GEOID03.
 QZ0430
 QZ0430.The dynamic height is computed by dividing the NAVD 88
 QZ0430.geopotential number by the normal gravity value computed on the
 QZ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0430.degrees latitude (g = 980.6199 gals.).
 QZ0430
 QZ0430.The modeled gravity was interpolated from observed gravity values.
 QZ0430
 QZ0430;                    North         East    Units  Estimated Accuracy
 QZ0430;SPC ID W     -   376,950.      791,180.      MT  (+/- 180 meters Scaled)
 QZ0430
 QZ0430                          SUPERSEDED SURVEY CONTROL
 QZ0430
 QZ0430  NGVD 29 (??/??/92) 1586.011  (m)         5203.44   (f) ADJ UNCH    2 0
 QZ0430
 QZ0430.Superseded values are not recommended for survey control.
 QZ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0430.See file dsdata.txt to determine how the superseded data were derived.
 QZ0430
 QZ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK896902(NAD 83)
 QZ0430_MARKER: DB = BENCH MARK DISK
 QZ0430_SETTING: 80 = SET IN A BOULDER
 QZ0430_SP_SET: BOULDER
 QZ0430_STAMPING: C 188 1959
 QZ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0430+STABILITY: SURFACE MOTION
 QZ0430
 QZ0430  HISTORY     - Date     Condition        Report By
 QZ0430  HISTORY     - 1959     MONUMENTED       CGS
 QZ0430  HISTORY     - 1983     GOOD             NGS
 QZ0430
 QZ0430                          STATION DESCRIPTION
 QZ0430
 QZ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0430'14.95 MI NW FROM KRASSEL RANGER STATION.
 QZ0430'4.65 MILES NORTH ALONG SOUTH FORK ROAD FROM KRASSEL RANGER STATION,
 QZ0430'THENCE 10.3 MILES NORTHWEST AND WEST ALONG A GRAVEL ROAD, AT THE EAST
 QZ0430'END OF A CURVE, IN TOP OF A 4 1/2-BY 4 1/2-FOOT EMBEDDED GRANITE
 QZ0430'BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 21 FEET
 QZ0430'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.7 FEET NORTH OF A
 QZ0430'WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
 QZ0430
 QZ0430                          STATION RECOVERY (1983)
 QZ0430
 QZ0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QZ0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0274 ***********************************************************************
 RA0274  DESIGNATION -  C 189
 RA0274  PID         -  RA0274
 RA0274  STATE/COUNTY-  ID/VALLEY
 RA0274  USGS QUAD   -  GRANITE LAKE (1963)
 RA0274
 RA0274                         *CURRENT SURVEY CONTROL
 RA0274  ___________________________________________________________________
 RA0274* NAD 83(1986)-  45 06 07.     (N)    116 02 01.     (W)     SCALED    
 RA0274* NAVD 88     -      1686.584  (meters)    5533.40   (feet)  ADJUSTED  
 RA0274  ___________________________________________________________________
 RA0274  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 RA0274  DYNAMIC HT  -        1685.841 (meters)    5530.96  (feet)  COMP
 RA0274  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 RA0274
 RA0274  VERT ORDER  -  SECOND    CLASS 0
 RA0274
 RA0274.The horizontal coordinates were scaled from a topographic map and have
 RA0274.an estimated accuracy of +/- 6 seconds.
 RA0274
 RA0274.The orthometric height was determined by differential leveling
 RA0274.and adjusted by the National Geodetic Survey in June 1991..
 RA0274
 RA0274.The geoid height was determined by GEOID03.
 RA0274
 RA0274.The dynamic height is computed by dividing the NAVD 88
 RA0274.geopotential number by the normal gravity value computed on the
 RA0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0274.degrees latitude (g = 980.6199 gals.).
 RA0274
 RA0274.The modeled gravity was interpolated from observed gravity values.
 RA0274
 RA0274;                    North         East    Units  Estimated Accuracy
 RA0274;SPC ID W     -   381,670.      777,680.      MT  (+/- 180 meters Scaled)
 RA0274
 RA0274                          SUPERSEDED SURVEY CONTROL
 RA0274
 RA0274  NGVD 29 (??/??/92) 1685.369  (m)         5529.41   (f) ADJ UNCH    2 0
 RA0274
 RA0274.Superseded values are not recommended for survey control.
 RA0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0274.See file dsdata.txt to determine how the superseded data were derived.
 RA0274
 RA0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK760947(NAD 83)
 RA0274_MARKER: DB = BENCH MARK DISK
 RA0274_SETTING: 66 = SET IN ROCK OUTCROP
 RA0274_SP_SET: GRANITE OUTCROP
 RA0274_STAMPING: C 189 1959
 RA0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0274+STABILITY: POSITION/ELEVATION WELL
 RA0274
 RA0274  HISTORY     - Date     Condition        Report By
 RA0274  HISTORY     - 1959     MONUMENTED       CGS
 RA0274
 RA0274                          STATION DESCRIPTION
 RA0274
 RA0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0274'15.15 MI N FROM MCCALL.
 RA0274'15.15 MILES NORTH ALONG AN ASPHALT AND GRAVEL ROAD LEADING TO BURGDORF
 RA0274'FROM THE JUNCTION OF STATE HIGHWAY 15 AT MCCALL, SET VERTICALLY IN THE
 RA0274'SOUTHEAST FACE OF A MASSIVE GRANITE OUTCROP WHICH PROJECTS ABOUT 11
 RA0274'FEET ABOVE THE GROUND, 85 FEET NORTHWEST OF THE CENTER LINE OF THE
 RA0274'ROAD, 17.0 FEET SOUTH OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN
 RA0274'THE PRESENT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0263 ***********************************************************************
 RA0263  DESIGNATION -  C 190
 RA0263  PID         -  RA0263
 RA0263  STATE/COUNTY-  ID/IDAHO
 RA0263  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0263
 RA0263                         *CURRENT SURVEY CONTROL
 RA0263  ___________________________________________________________________
 RA0263* NAD 83(1986)-  45 24 10.     (N)    116 01 40.     (W)     SCALED    
 RA0263* NAVD 88     -       982.519  (meters)    3223.48   (feet)  ADJUSTED  
 RA0263  ___________________________________________________________________
 RA0263  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 RA0263  DYNAMIC HT  -         982.220 (meters)    3222.50  (feet)  COMP
 RA0263  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 RA0263
 RA0263  VERT ORDER  -  SECOND    CLASS 0
 RA0263
 RA0263.The horizontal coordinates were scaled from a topographic map and have
 RA0263.an estimated accuracy of +/- 6 seconds.
 RA0263
 RA0263.The orthometric height was determined by differential leveling
 RA0263.and adjusted by the National Geodetic Survey in June 1991..
 RA0263
 RA0263.The geoid height was determined by GEOID03.
 RA0263
 RA0263.The dynamic height is computed by dividing the NAVD 88
 RA0263.geopotential number by the normal gravity value computed on the
 RA0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0263.degrees latitude (g = 980.6199 gals.).
 RA0263
 RA0263.The modeled gravity was interpolated from observed gravity values.
 RA0263
 RA0263;                    North         East    Units  Estimated Accuracy
 RA0263;SPC ID W     -   415,100.      778,250.      MT  (+/- 180 meters Scaled)
 RA0263
 RA0263                          SUPERSEDED SURVEY CONTROL
 RA0263
 RA0263  NGVD 29 (??/??/92)  981.418  (m)         3219.87   (f) ADJ UNCH    2 0
 RA0263
 RA0263.Superseded values are not recommended for survey control.
 RA0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0263.See file dsdata.txt to determine how the superseded data were derived.
 RA0263
 RA0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL760281(NAD 83)
 RA0263_MARKER: DB = BENCH MARK DISK
 RA0263_SETTING: 66 = SET IN ROCK OUTCROP
 RA0263_SP_SET: GRANITE OUTCROP
 RA0263_STAMPING: C 190 1959
 RA0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0263+STABILITY: POSITION/ELEVATION WELL
 RA0263
 RA0263  HISTORY     - Date     Condition        Report By
 RA0263  HISTORY     - 1959     MONUMENTED       CGS
 RA0263
 RA0263                          STATION DESCRIPTION
 RA0263
 RA0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0263'3.6 MI S FROM FRENCH CREEK.
 RA0263'3.6 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ABANDONED LODGE AT FRENCH
 RA0263'CREEK, NEAR THE SOUTH END OF A GRANITE CUT, SET VERTICALLY IN THE WEST
 RA0263'FACE OF AN 18-FOOT HIGH GRANITE OUTCROP, 10 FEET EAST OF THE CENTER
 RA0263'LINE OF THE ROAD, 44 FEET NORTH OF THE CENTER OF A SHARP CURVE, 2.1
 RA0263'FEET NORTH OF A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE
 RA0263'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0482 ***********************************************************************
 OX0482  DESIGNATION -  C 20
 OX0482  PID         -  OX0482
 OX0482  STATE/COUNTY-  ID/JEFFERSON
 OX0482  USGS QUAD   -  RIRIE (1980)
 OX0482
 OX0482                         *CURRENT SURVEY CONTROL
 OX0482  ___________________________________________________________________
 OX0482* NAD 83(1986)-  43 37 37.     (N)    111 46 08.     (W)     SCALED    
 OX0482* NAVD 88     -      1519.593  (meters)    4985.53   (feet)  POSTED    
 OX0482  ___________________________________________________________________
 OX0482  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 OX0482  DYNAMIC HT  -        1518.790 (meters)    4982.90  (feet)  COMP
 OX0482  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 OX0482
 OX0482  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0482
 OX0482.The horizontal coordinates were scaled from a topographic map and have
 OX0482.an estimated accuracy of +/- 6 seconds.
 OX0482
 OX0482.The orthometric height was determined by differential leveling
 OX0482.and adjusted by the National Geodetic Survey in 1992..
 OX0482.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0482.rate of 0.0 thru 1.0 mm/km.
 OX0482
 OX0482.The geoid height was determined by GEOID03.
 OX0482
 OX0482.The dynamic height is computed by dividing the NAVD 88
 OX0482.geopotential number by the normal gravity value computed on the
 OX0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0482.degrees latitude (g = 980.6199 gals.).
 OX0482
 OX0482.The modeled gravity was interpolated from observed gravity values.
 OX0482
 OX0482;                    North         East    Units  Estimated Accuracy
 OX0482;SPC ID E     -   217,830.      232,100.      MT  (+/- 180 meters Scaled)
 OX0482
 OX0482                          SUPERSEDED SURVEY CONTROL
 OX0482
 OX0482  NGVD 29 (??/??/92) 1518.487  (m)         4981.90   (f) ADJ UNCH    1 2
 OX0482
 OX0482.Superseded values are not recommended for survey control.
 OX0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0482.See file dsdata.txt to determine how the superseded data were derived.
 OX0482
 OX0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP379307(NAD 83)
 OX0482_MARKER: DB = BENCH MARK DISK
 OX0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0482_SP_SET: CULVERT
 OX0482_STAMPING: C 20 1934
 OX0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0482
 OX0482  HISTORY     - Date     Condition        Report By
 OX0482  HISTORY     - 1934     MONUMENTED       CGS
 OX0482  HISTORY     - 1951     GOOD             NGS
 OX0482
 OX0482                          STATION DESCRIPTION
 OX0482
 OX0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0482'0.4 MI SE FROM RIRIE.
 OX0482'NEW DESCRIPTION, ABOUT 0.1 MILE SOUTHWEST ALONG THE UNION PACIFIC
 OX0482'RAILROAD FROM THE STATION AT RIRIE, THENCE 0.3 MILE EAST ALONG U. S.
 OX0482'HIGHWAY 26.  AND SET ON TOP AND IN THE CENTER OF THE NORTH HEADWALL OF
 OX0482'A CONCRETE BOX TYPE CULVERT FOR AN IRRIGATIOIN CANAL, 11 1/2 FEET
 OX0482'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 OX0482'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0622 ***********************************************************************
 RY0622  DESIGNATION -  C 202
 RY0622  PID         -  RY0622
 RY0622  STATE/COUNTY-  ID/CLEARWATER
 RY0622  USGS QUAD   -  JOHN LEWIS MMOUNTAIN (1994)
 RY0622
 RY0622                         *CURRENT SURVEY CONTROL
 RY0622  ___________________________________________________________________
 RY0622* NAD 83(1986)-  46 37 43.     (N)    115 56 40.     (W)     SCALED    
 RY0622* NAVD 88     -       729.600  (meters)    2393.70   (feet)  ADJUSTED  
 RY0622  ___________________________________________________________________
 RY0622  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 RY0622  DYNAMIC HT  -         729.542 (meters)    2393.51  (feet)  COMP
 RY0622  MODELED GRAV-     980,511.8   (mgal)                       NAVD 88
 RY0622
 RY0622  VERT ORDER  -  SECOND    CLASS 0
 RY0622
 RY0622.The horizontal coordinates were scaled from a topographic map and have
 RY0622.an estimated accuracy of +/- 6 seconds.
 RY0622
 RY0622.The orthometric height was determined by differential leveling
 RY0622.and adjusted by the National Geodetic Survey in June 1991..
 RY0622
 RY0622.The geoid height was determined by GEOID03.
 RY0622
 RY0622.The dynamic height is computed by dividing the NAVD 88
 RY0622.geopotential number by the normal gravity value computed on the
 RY0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0622.degrees latitude (g = 980.6199 gals.).
 RY0622
 RY0622.The modeled gravity was interpolated from observed gravity values.
 RY0622
 RY0622;                    North         East    Units  Estimated Accuracy
 RY0622;SPC ID W     -   551,330.      785,110.      MT  (+/- 180 meters Scaled)
 RY0622
 RY0622                          SUPERSEDED SURVEY CONTROL
 RY0622
 RY0622  NGVD 29 (??/??/92)  728.519  (m)         2390.15   (f) ADJ UNCH    2 0
 RY0622
 RY0622.Superseded values are not recommended for survey control.
 RY0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0622.See file dsdata.txt to determine how the superseded data were derived.
 RY0622
 RY0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM808644(NAD 83)
 RY0622_MARKER: DB = BENCH MARK DISK
 RY0622_SETTING: 80 = SET IN A BOULDER
 RY0622_STAMPING: C 202 1959
 RY0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0622+STABILITY: SURFACE MOTION
 RY0622
 RY0622  HISTORY     - Date     Condition        Report By
 RY0622  HISTORY     - 1959     MONUMENTED       CGS
 RY0622  HISTORY     - 1980     GOOD             USGS
 RY0622
 RY0622                          STATION DESCRIPTION
 RY0622
 RY0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0622'16.2 MI NW FROM PIERCE.
 RY0622'ABOUT 5.95 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE PUBLIC
 RY0622'LIBRARY AT PIERCE, THENCE 10.25 MILES NORTHWEST ALONG A GRAVEL ROAD.
 RY0622'0.05 MILE SOUTHWEST OF THE CENTER OF A U CURVE, ON THE SIDE OF A ROCKY
 RY0622'HILL, IN THE TOP OF A 2-BY 3-FOOT BOULDER WHICH PROJECTS 1 1/2 FEET
 RY0622'ABOVE THE GROUND, 18 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 RY0622'1.3 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 RY0622'ROAD.
 RY0622
 RY0622                          STATION RECOVERY (1980)
 RY0622
 RY0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RY0622'ABOUT 5.95 MILES NW. ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY
 RY0622'AT PIERCE, THENCE 10.25 MI NW. ALONG A GRAVEL ROAD, 0.5 MILE N. OF
 RY0622'FORD OVER REEDS CREEK, ABOUT 0.3 MI ESE OF THE NW. COR OF SEC 22/T 38
 RY0622'N/R 4 E, 0.05 MI SW. OF THE CENTER OF A U CURVE, ON THE SIDE OF A
 RY0622'ROCKY HILL, IN THE TOP OF A 2 - BY 3 - FOOT BOULDER WHICH PROJECTS 1
 RY0622'1/2 FT ABOVE THE GROUND, 18 FEET NW. OF THE CENTER LINE OF THE ROAD,
 RY0622'1.3 FT NE. OF A WITNESS POST, AND ABOUT 2 FEET HIGER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0112 ***********************************************************************
 RZ0112  DESIGNATION -  C 203
 RZ0112  PID         -  RZ0112
 RZ0112  STATE/COUNTY-  ID/CLEARWATER
 RZ0112  USGS QUAD   -  LITTLE GREEN MOUNTAIN (1994)
 RZ0112
 RZ0112                         *CURRENT SURVEY CONTROL
 RZ0112  ___________________________________________________________________
 RZ0112* NAD 83(1986)-  46 41 50.     (N)    116 00 19.     (W)     SCALED    
 RZ0112* NAVD 88     -       385.189  (meters)    1263.74   (feet)  ADJUSTED  
 RZ0112  ___________________________________________________________________
 RZ0112  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 RZ0112  DYNAMIC HT  -         385.167 (meters)    1263.67  (feet)  COMP
 RZ0112  MODELED GRAV-     980,548.8   (mgal)                       NAVD 88
 RZ0112
 RZ0112  VERT ORDER  -  SECOND    CLASS 0
 RZ0112
 RZ0112.The horizontal coordinates were scaled from a topographic map and have
 RZ0112.an estimated accuracy of +/- 6 seconds.
 RZ0112
 RZ0112.The orthometric height was determined by differential leveling
 RZ0112.and adjusted by the National Geodetic Survey in June 1991..
 RZ0112
 RZ0112.The geoid height was determined by GEOID03.
 RZ0112
 RZ0112.The dynamic height is computed by dividing the NAVD 88
 RZ0112.geopotential number by the normal gravity value computed on the
 RZ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0112.degrees latitude (g = 980.6199 gals.).
 RZ0112
 RZ0112.The modeled gravity was interpolated from observed gravity values.
 RZ0112
 RZ0112;                    North         East    Units  Estimated Accuracy
 RZ0112;SPC ID W     -   558,970.      780,480.      MT  (+/- 180 meters Scaled)
 RZ0112
 RZ0112                          SUPERSEDED SURVEY CONTROL
 RZ0112
 RZ0112  NGVD 29 (??/??/92)  384.112  (m)         1260.21   (f) ADJ UNCH    2 0
 RZ0112
 RZ0112.Superseded values are not recommended for survey control.
 RZ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0112.See file dsdata.txt to determine how the superseded data were derived.
 RZ0112
 RZ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM760719(NAD 83)
 RZ0112_MARKER: DB = BENCH MARK DISK
 RZ0112_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0112_SP_SET: ROCK BLUFF
 RZ0112_STAMPING: C 203 1959
 RZ0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0112+STABILITY: POSITION/ELEVATION WELL
 RZ0112
 RZ0112  HISTORY     - Date     Condition        Report By
 RZ0112  HISTORY     - 1959     MONUMENTED       CGS
 RZ0112
 RZ0112                          STATION DESCRIPTION
 RZ0112
 RZ0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RZ0112'26.4 MI NE FROM AHSAHKA.
 RZ0112'ABOUT 26.4 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RZ0112'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE EAST SIDE OF THE RIVER,
 RZ0112'0.2 MILE SOUTH OF COONS RIFFLE, AT A NARROW CHANNEL OF WATER, IN THE
 RZ0112'TOP OF A LEDGE OF A ROCK BLUFF, 3 FEET EAST OF THE EAST EDGE OF THE
 RZ0112'RIVER, AND ABOUT 5 FEET HIGHER THAN THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0669 ***********************************************************************
 RY0669  DESIGNATION -  C 204
 RY0669  PID         -  RY0669
 RY0669  STATE/COUNTY-  ID/CLEARWATER
 RY0669  USGS QUAD   -  BERTHA HILL (1994)
 RY0669
 RY0669                         *CURRENT SURVEY CONTROL
 RY0669  ___________________________________________________________________
 RY0669* NAD 83(1986)-  46 46 45.     (N)    115 50 49.     (W)     SCALED    
 RY0669* NAVD 88     -      1060.719  (meters)    3480.04   (feet)  ADJUSTED  
 RY0669  ___________________________________________________________________
 RY0669  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 RY0669  DYNAMIC HT  -        1060.551 (meters)    3479.49  (feet)  COMP
 RY0669  MODELED GRAV-     980,419.5   (mgal)                       NAVD 88
 RY0669
 RY0669  VERT ORDER  -  SECOND    CLASS 0
 RY0669
 RY0669.The horizontal coordinates were scaled from a topographic map and have
 RY0669.an estimated accuracy of +/- 6 seconds.
 RY0669
 RY0669.The orthometric height was determined by differential leveling
 RY0669.and adjusted by the National Geodetic Survey in June 1991..
 RY0669
 RY0669.The geoid height was determined by GEOID03.
 RY0669
 RY0669.The dynamic height is computed by dividing the NAVD 88
 RY0669.geopotential number by the normal gravity value computed on the
 RY0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0669.degrees latitude (g = 980.6199 gals.).
 RY0669
 RY0669.The modeled gravity was interpolated from observed gravity values.
 RY0669
 RY0669;                    North         East    Units  Estimated Accuracy
 RY0669;SPC ID W     -   568,050.      792,600.      MT  (+/- 180 meters Scaled)
 RY0669
 RY0669                          SUPERSEDED SURVEY CONTROL
 RY0669
 RY0669  NGVD 29 (??/??/92) 1059.552  (m)         3476.21   (f) ADJ UNCH    2 0
 RY0669
 RY0669.Superseded values are not recommended for survey control.
 RY0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0669.See file dsdata.txt to determine how the superseded data were derived.
 RY0669
 RY0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM880812(NAD 83)
 RY0669_MARKER: DB = BENCH MARK DISK
 RY0669_SETTING: 80 = SET IN A BOULDER
 RY0669_STAMPING: C 204 1959
 RY0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0669+STABILITY: SURFACE MOTION
 RY0669
 RY0669  HISTORY     - Date     Condition        Report By
 RY0669  HISTORY     - 1959     MONUMENTED       CGS
 RY0669  HISTORY     - 1978     GOOD             NGS
 RY0669
 RY0669                          STATION DESCRIPTION
 RY0669
 RY0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0669'16.75 MI N FROM HEADQUARTERS.
 RY0669'ABOUT 16.75 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0669'OFFICE AT HEADQUARTERS, 0.05 MILE SOUTHEAST OF THE SOUTH END OF A
 RY0669'WOODEN BRIDGE AND THE CENTER OF A U CURVE, AT THE BASE OF A HILL, IN
 RY0669'THE TOP OF A LARGE BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE GROUND,
 RY0669'12 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST OF A
 RY0669'WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
 RY0669
 RY0669                          STATION RECOVERY (1978)
 RY0669
 RY0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RY0669'REACHED FROM THE HEADQUARTERS POST OFFICE BY GOING NORTH ON THE
 RY0669'MACADAM ROAD FOR 8.5 MILES TO A FORK, TAKE THE LEFT FORK, AND GO
 RY0669'NORTHWEST ON THE DIRT ROAD FOR 0.45 MILE TO A FORK, RIGHT FORK TO
 RY0669'BERTHA HILL LOOKOUT, TAKE THE LEFT FORK STRAIGHT AHEAD FOR 3.4 MILES
 RY0669'TO A T ROAD JUNCTION WITH A GRAVEL ROAD, TURN RIGHT, AND GO NORTHWEST
 RY0669'ON THE GRAVEL ROAD FOR 2.2 MILES TO A ROAD JUNCTION AT TOWNSHIP
 RY0669'SADDLE, TURN LEFT, AND GO NORTHWEST, DOWN-GRADE, FOR 2.2 MILES TO THE
 RY0669'MARK ON THE RIGHT, 3.7 MILES SOUTHEAST OF ARMSTRONG SUMMIT, 0.05 MILE
 RY0669'SOUTHEAST OF A WOODEN BRIDGE IN A U CURVE, 13 FEET EAST OF THE CENTER
 RY0669'OF THE ROAD AND 1.5 FEET HIGHER THAN THE ROAD CEMENTED IN A DRILL
 RY0669'HOLE IN A BOULDER THAT PROJECTS 2-FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0695 ***********************************************************************
 RY0695  DESIGNATION -  C 205
 RY0695  PID         -  RY0695
 RY0695  STATE/COUNTY-  ID/CLEARWATER
 RY0695  USGS QUAD   -  THOMPSON POINT (1994)
 RY0695
 RY0695                         *CURRENT SURVEY CONTROL
 RY0695  ___________________________________________________________________
 RY0695* NAD 83(1986)-  46 48 10.     (N)    115 38 51.     (W)     SCALED    
 RY0695* NAVD 88     -       700.963  (meters)    2299.74   (feet)  ADJUSTED  
 RY0695  ___________________________________________________________________
 RY0695  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 RY0695  DYNAMIC HT  -         700.826 (meters)    2299.29  (feet)  COMP
 RY0695  MODELED GRAV-     980,399.3   (mgal)                       NAVD 88
 RY0695
 RY0695  VERT ORDER  -  SECOND    CLASS 0
 RY0695
 RY0695.The horizontal coordinates were scaled from a topographic map and have
 RY0695.an estimated accuracy of +/- 6 seconds.
 RY0695
 RY0695.The orthometric height was determined by differential leveling
 RY0695.and adjusted by the National Geodetic Survey in June 1991..
 RY0695
 RY0695.The geoid height was determined by GEOID03.
 RY0695
 RY0695.The dynamic height is computed by dividing the NAVD 88
 RY0695.geopotential number by the normal gravity value computed on the
 RY0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0695.degrees latitude (g = 980.6199 gals.).
 RY0695
 RY0695.The modeled gravity was interpolated from observed gravity values.
 RY0695
 RY0695;                    North         East    Units  Estimated Accuracy
 RY0695;SPC ID W     -   570,680.      807,820.      MT  (+/- 180 meters Scaled)
 RY0695
 RY0695                          SUPERSEDED SURVEY CONTROL
 RY0695
 RY0695  NGVD 29 (??/??/92)  699.768  (m)         2295.82   (f) ADJ UNCH    2 0
 RY0695
 RY0695.Superseded values are not recommended for survey control.
 RY0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0695.See file dsdata.txt to determine how the superseded data were derived.
 RY0695
 RY0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM032841(NAD 83)
 RY0695_MARKER: DB = BENCH MARK DISK
 RY0695_SETTING: 80 = SET IN A BOULDER
 RY0695_STAMPING: C 205 1959
 RY0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0695+STABILITY: SURFACE MOTION
 RY0695
 RY0695  HISTORY     - Date     Condition        Report By
 RY0695  HISTORY     - 1959     MONUMENTED       CGS
 RY0695  HISTORY     - 1969     MARK NOT FOUND   USGS
 RY0695
 RY0695                          STATION DESCRIPTION
 RY0695
 RY0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0695'4.5 MI N FROM CAMP 14.
 RY0695'ABOUT 4.5 MILES NORTH ALONG A GRAVEL ROAD FROM A LOGGING COMPANY
 RY0695'RAILROAD OFFICE AT CAMP 14, 0.05 MILE NORTH OF THE Y JUNCTION OF A DIM
 RY0695'TRACK ROAD, ON THE INSIDE OF A LONG CURVE, IN THE TOP OF A LARGE
 RY0695'BOULDER, 16 FEET WEST OF THE CENTER LINE OF THE ROAD, 4.6 FEET NORTH
 RY0695'OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
 RY0695
 RY0695                          STATION RECOVERY (1969)
 RY0695
 RY0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RY0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0696 ***********************************************************************
 RY0696  DESIGNATION -  C 205 RESET
 RY0696  PID         -  RY0696
 RY0696  STATE/COUNTY-  ID/CLEARWATER
 RY0696  USGS QUAD   -  THOMPSON POINT (1994)
 RY0696
 RY0696                         *CURRENT SURVEY CONTROL
 RY0696  ___________________________________________________________________
 RY0696* NAD 83(1986)-  46 48 10.     (N)    115 38 51.     (W)     SCALED    
 RY0696* NAVD 88     -       702.50   (meters)    2304.8    (feet)  RESET     
 RY0696  ___________________________________________________________________
 RY0696  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 RY0696
 RY0696  VERT ORDER  -  THIRD
 RY0696
 RY0696.The horizontal coordinates were scaled from a topographic map and have
 RY0696.an estimated accuracy of +/- 6 seconds.
 RY0696
 RY0696.The orthometric height was computed from unverified reset data.
 RY0696
 RY0696.The geoid height was determined by GEOID03.
 RY0696
 RY0696;                    North         East    Units  Estimated Accuracy
 RY0696;SPC ID W     -   570,680.      807,820.      MT  (+/- 180 meters Scaled)
 RY0696
 RY0696                          SUPERSEDED SURVEY CONTROL
 RY0696
 RY0696.No superseded survey control is available for this station.
 RY0696
 RY0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM032841(NAD 83)
 RY0696_MARKER: DB = BENCH MARK DISK
 RY0696_SETTING: 80 = SET IN A BOULDER
 RY0696_STAMPING: C 205 RESET 1964
 RY0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0696+STABILITY: SURFACE MOTION
 RY0696
 RY0696  HISTORY     - Date     Condition        Report By
 RY0696  HISTORY     - 1964     MONUMENTED       CGS
 RY0696
 RY0696                          STATION DESCRIPTION
 RY0696
 RY0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RY0696'20.5 MI NE FROM HEADQUARTERS.
 RY0696'ABOUT 20.5 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE HEADQUARTERS
 RY0696'POST OFFICE, 3.1 MILES NORTHEAST OF THE JUNCTION WITH THE BINGO SADDLE
 RY0696'ROAD, 44 FEET EAST OF THE CENTER OF THE ROAD, 18 FEET SOUTH OF A
 RY0696'RAVINE, 1 1/2 FEET SOUTH OF A METAL WITNESS POST AND 4 FEET ABOVE THE
 RY0696'LEVEL OF THE ROAD ON THE OUTSIDE OF A CURVE, CEMENTED IN A DRILL HOLE
 RY0696'IN A 2 BY 2 1/2 FOOT BOULDER THAT PROJECTS 8 INCHES, WITH THE LETTERS
 RY0696'B M PAINTED ON THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0432 ***********************************************************************
 RY0432  DESIGNATION -  C 216
 RY0432  PID         -  RY0432
 RY0432  STATE/COUNTY-  ID/IDAHO
 RY0432  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0432
 RY0432                         *CURRENT SURVEY CONTROL
 RY0432  ___________________________________________________________________
 RY0432* NAD 83(1986)-  46 25 59.     (N)    115 32 11.     (W)     SCALED    
 RY0432* NAVD 88     -      1804.933  (meters)    5921.68   (feet)  ADJUSTED  
 RY0432  ___________________________________________________________________
 RY0432  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 RY0432  DYNAMIC HT  -        1804.354 (meters)    5919.78  (feet)  COMP
 RY0432  MODELED GRAV-     980,229.1   (mgal)                       NAVD 88
 RY0432
 RY0432  VERT ORDER  -  FIRST     CLASS II
 RY0432
 RY0432.The horizontal coordinates were scaled from a topographic map and have
 RY0432.an estimated accuracy of +/- 6 seconds.
 RY0432
 RY0432.The orthometric height was determined by differential leveling
 RY0432.and adjusted by the National Geodetic Survey in June 1991..
 RY0432
 RY0432.The geoid height was determined by GEOID03.
 RY0432
 RY0432.The dynamic height is computed by dividing the NAVD 88
 RY0432.geopotential number by the normal gravity value computed on the
 RY0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0432.degrees latitude (g = 980.6199 gals.).
 RY0432
 RY0432.The modeled gravity was interpolated from observed gravity values.
 RY0432
 RY0432;                    North         East    Units  Estimated Accuracy
 RY0432;SPC ID W     -   529,600.      816,420.      MT  (+/- 180 meters Scaled)
 RY0432
 RY0432                          SUPERSEDED SURVEY CONTROL
 RY0432
 RY0432  NGVD 29 (??/??/92) 1803.622  (m)         5917.38   (f) ADJ UNCH    1 2
 RY0432
 RY0432.Superseded values are not recommended for survey control.
 RY0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0432.See file dsdata.txt to determine how the superseded data were derived.
 RY0432
 RY0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM124432(NAD 83)
 RY0432_MARKER: DB = BENCH MARK DISK
 RY0432_SETTING: 80 = SET IN A BOULDER
 RY0432_STAMPING: C 216 1935
 RY0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0432+STABILITY: SURFACE MOTION
 RY0432
 RY0432  HISTORY     - Date     Condition        Report By
 RY0432  HISTORY     - 1935     MONUMENTED       CGS
 RY0432  HISTORY     - 1950     GOOD             NGS
 RY0432
 RY0432                          STATION DESCRIPTION
 RY0432
 RY0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0432'26.8 MI E FROM PIERCE.
 RY0432'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0432'PIERCE, THENCE 26.1 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, AT THE
 RY0432'WEST SIDE OF A WIDE DEEP SADDLE, AT THE BOTTOM OF A GRADE, AT TRAIL
 RY0432'NO. 109 LEADING NORTHWEST, ON THE EAST SLOPE OF A LARGE KNOLL, 91 FEET
 RY0432'NORTH OF THE CENTER LINE OF THE ROAD, 75.5 FEET NORTH OF A WHITE SIGN
 RY0432'READING TRAIL NO. 109 AND TRAIL NO.110 1.9 MI., 36 FEET WEST OF THE
 RY0432'TRAIL, 33.7 FEET EAST OF A LONE 5-INCH PINE TREE, IN THE TOP OF A
 RY0432'SMALL BOULDER, ABOUT LEVEL WITH THE ROAD, AND MARKED BY THE WHITE
 RY0432'PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0250 ***********************************************************************
 QB0250  DESIGNATION -  C 217
 QB0250  PID         -  QB0250
 QB0250  STATE/COUNTY-  ID/WASHINGTON
 QB0250  USGS QUAD   -  OLDS FERRY (1974)
 QB0250
 QB0250                         *CURRENT SURVEY CONTROL
 QB0250  ___________________________________________________________________
 QB0250* NAD 83(1986)-  44 20 36.     (N)    117 11 31.     (W)     SCALED    
 QB0250* NAVD 88     -       632.645  (meters)    2075.60   (feet)  ADJUSTED  
 QB0250  ___________________________________________________________________
 QB0250  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 QB0250  DYNAMIC HT  -         632.479 (meters)    2075.06  (feet)  COMP
 QB0250  MODELED GRAV-     980,335.4   (mgal)                       NAVD 88
 QB0250
 QB0250  VERT ORDER  -  FIRST     CLASS II
 QB0250
 QB0250.The horizontal coordinates were scaled from a topographic map and have
 QB0250.an estimated accuracy of +/- 6 seconds.
 QB0250
 QB0250.The orthometric height was determined by differential leveling
 QB0250.and adjusted by the National Geodetic Survey in June 1991..
 QB0250
 QB0250.The geoid height was determined by GEOID03.
 QB0250
 QB0250.The dynamic height is computed by dividing the NAVD 88
 QB0250.geopotential number by the normal gravity value computed on the
 QB0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0250.degrees latitude (g = 980.6199 gals.).
 QB0250
 QB0250.The modeled gravity was interpolated from observed gravity values.
 QB0250
 QB0250;                    North         East    Units  Estimated Accuracy
 QB0250;SPC ID W     -   298,350.      685,020.      MT  (+/- 180 meters Scaled)
 QB0250
 QB0250                          SUPERSEDED SURVEY CONTROL
 QB0250
 QB0250  NGVD 29 (??/??/92)  631.663  (m)         2072.38   (f) ADJ UNCH    1 2
 QB0250
 QB0250.Superseded values are not recommended for survey control.
 QB0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0250.See file dsdata.txt to determine how the superseded data were derived.
 QB0250
 QB0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK847100(NAD 83)
 QB0250_MARKER: DB = BENCH MARK DISK
 QB0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0250_SP_SET: CULVERT
 QB0250_STAMPING: C 217 1941
 QB0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0250
 QB0250  HISTORY     - Date     Condition        Report By
 QB0250  HISTORY     - 1941     MONUMENTED       CGS
 QB0250
 QB0250                          STATION DESCRIPTION
 QB0250
 QB0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0250'4.1 MI W FROM OLDS FERRY.
 QB0250'ABOUT 4.1 MILES WEST OF OLDS FERRY, WASHINGTON COUNTY, ON OREGON SHORT
 QB0250'LINE RR, IN THE NORTH END ON THE WEST SIDE OF CULVERT 534.37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0009 ***********************************************************************
 NV0009  DESIGNATION -  C 219
 NV0009  PID         -  NV0009
 NV0009  STATE/COUNTY-  ID/LINCOLN
 NV0009  USGS QUAD   -  SHOSHONE (1992)
 NV0009
 NV0009                         *CURRENT SURVEY CONTROL
 NV0009  ___________________________________________________________________
 NV0009* NAD 83(1986)-  42 56 41.     (N)    114 27 53.     (W)     SCALED    
 NV0009* NAVD 88     -      1188.726  (meters)    3900.01   (feet)  ADJUSTED  
 NV0009  ___________________________________________________________________
 NV0009  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 NV0009  DYNAMIC HT  -        1188.142 (meters)    3898.10  (feet)  COMP
 NV0009  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 NV0009
 NV0009  VERT ORDER  -  FIRST     CLASS II
 NV0009
 NV0009.The horizontal coordinates were scaled from a topographic map and have
 NV0009.an estimated accuracy of +/- 6 seconds.
 NV0009
 NV0009.The orthometric height was determined by differential leveling
 NV0009.and adjusted by the National Geodetic Survey in June 1991..
 NV0009
 NV0009.The geoid height was determined by GEOID03.
 NV0009
 NV0009.The dynamic height is computed by dividing the NAVD 88
 NV0009.geopotential number by the normal gravity value computed on the
 NV0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0009.degrees latitude (g = 980.6199 gals.).
 NV0009
 NV0009.The modeled gravity was interpolated from observed gravity values.
 NV0009
 NV0009;                    North         East    Units  Estimated Accuracy
 NV0009;SPC ID C     -   142,060.      462,070.      MT  (+/- 180 meters Scaled)
 NV0009
 NV0009                          SUPERSEDED SURVEY CONTROL
 NV0009
 NV0009  NGVD 29 (??/??/92) 1187.875  (m)         3897.22   (f) ADJ UNCH    1 2
 NV0009
 NV0009.Superseded values are not recommended for survey control.
 NV0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0009.See file dsdata.txt to determine how the superseded data were derived.
 NV0009
 NV0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH068577(NAD 83)
 NV0009_MARKER: DB = BENCH MARK DISK
 NV0009_SETTING: 66 = SET IN ROCK OUTCROP
 NV0009_SP_SET: LAVA OUTCROP
 NV0009_STAMPING: C 219 1941
 NV0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0009+STABILITY: POSITION/ELEVATION WELL
 NV0009
 NV0009  HISTORY     - Date     Condition        Report By
 NV0009  HISTORY     - 1941     MONUMENTED       CGS
 NV0009  HISTORY     - 1971     MARK NOT FOUND   USGS
 NV0009  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0009
 NV0009                          STATION DESCRIPTION
 NV0009
 NV0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NV0009'3.1 MI W FROM SHOSHONE.
 NV0009'3.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0009'SHOSHONE, LINCOLN COUNTY, 3 POLES EAST OF MILEPOST 325, 87 FEET SOUTH
 NV0009'OF THE CENTERLINE OF THE TRACK, 18 FEET SOUTH OF A ROW OF POLES, NEAR
 NV0009'A WHITE WOODEN WITNESS POST, IN THE TOP OF A LAVA OUTCROP, AND ABOUT 2
 NV0009'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED C 219 1941.
 NV0009
 NV0009                          STATION RECOVERY (1971)
 NV0009
 NV0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NV0009'MARK NOT FOUND.
 NV0009
 NV0009                          STATION RECOVERY (1983)
 NV0009
 NV0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0506 ***********************************************************************
 NV0506  DESIGNATION -  C 220
 NV0506  PID         -  NV0506
 NV0506  STATE/COUNTY-  ID/ELMORE
 NV0506  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0506
 NV0506                         *CURRENT SURVEY CONTROL
 NV0506  ___________________________________________________________________
 NV0506* NAD 83(1986)-  42 59 15.     (N)    115 10 13.     (W)     SCALED    
 NV0506* NAVD 88     -       781.207  (meters)    2563.01   (feet)  ADJUSTED  
 NV0506  ___________________________________________________________________
 NV0506  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 NV0506  DYNAMIC HT  -         780.879 (meters)    2561.93  (feet)  COMP
 NV0506  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 NV0506
 NV0506  VERT ORDER  -  FIRST     CLASS II
 NV0506
 NV0506.The horizontal coordinates were scaled from a topographic map and have
 NV0506.an estimated accuracy of +/- 6 seconds.
 NV0506
 NV0506.The orthometric height was determined by differential leveling
 NV0506.and adjusted by the National Geodetic Survey in June 1991..
 NV0506
 NV0506.The geoid height was determined by GEOID03.
 NV0506
 NV0506.The dynamic height is computed by dividing the NAVD 88
 NV0506.geopotential number by the normal gravity value computed on the
 NV0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0506.degrees latitude (g = 980.6199 gals.).
 NV0506
 NV0506.The modeled gravity was interpolated from observed gravity values.
 NV0506
 NV0506;                    North         East    Units  Estimated Accuracy
 NV0506;SPC ID W     -   146,870.      847,280.      MT  (+/- 180 meters Scaled)
 NV0506
 NV0506                          SUPERSEDED SURVEY CONTROL
 NV0506
 NV0506  NGVD 29 (??/??/92)  780.422  (m)         2560.43   (f) ADJ UNCH    1 2
 NV0506
 NV0506.Superseded values are not recommended for survey control.
 NV0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0506.See file dsdata.txt to determine how the superseded data were derived.
 NV0506
 NV0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH491610(NAD 83)
 NV0506_MARKER: DB = BENCH MARK DISK
 NV0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0506_SP_SET: CULVERT
 NV0506_STAMPING: C 220 1941
 NV0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0506
 NV0506  HISTORY     - Date     Condition        Report By
 NV0506  HISTORY     - 1941     MONUMENTED       CGS
 NV0506  HISTORY     - 1959     GOOD             NGS
 NV0506  HISTORY     - 1983     GOOD             NGS
 NV0506
 NV0506                          STATION DESCRIPTION
 NV0506
 NV0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NV0506'2.3 MI SE FROM KING HILL.
 NV0506'2.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0506'AT KING HILL, ELMORE COUNTY, 7 POLES SOUTH OF MILEPOST 365, AT CULVERT
 NV0506'364.77, IN THE TOP OF THE WEST CONCRETE HEADWALL, AND 18 FEET WEST OF
 NV0506'THE CENTERLINE OF THE WEST TRACK.  A STANDARD DISK, STAMPED C 220
 NV0506'1941.
 NV0506
 NV0506                          STATION RECOVERY (1983)
 NV0506
 NV0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0506'2.0 KM (1.25 MI) SOUTHEAST ALONG THE OLD OREGON TRAIL HWY. FROM THE
 NV0506'P.O AT KING HILL , THENCE 1.75 KM (1.1 MI) SOUTH ALONG THE SOUTHERN
 NV0506'PACIFIC RAILROAD, IN THE TOPCENTER OF THE WEST HEADWALL OF CULVERT
 NV0506'364.77, 4.5 M (15.0 FT) WEST OF THE WEST RAIL OF THE WEST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0536 ***********************************************************************
 OZ0536  DESIGNATION -  C 221
 OZ0536  PID         -  OZ0536
 OZ0536  STATE/COUNTY-  ID/ELMORE
 OZ0536  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0536
 OZ0536                         *CURRENT SURVEY CONTROL
 OZ0536  ___________________________________________________________________
 OZ0536* NAD 83(1986)-  43 06 39.     (N)    115 40 45.     (W)     SCALED    
 OZ0536* NAVD 88     -       950.818  (meters)    3119.48   (feet)  ADJUSTED  
 OZ0536  ___________________________________________________________________
 OZ0536  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 OZ0536  DYNAMIC HT  -         950.410 (meters)    3118.14  (feet)  COMP
 OZ0536  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 OZ0536
 OZ0536  VERT ORDER  -  FIRST     CLASS II
 OZ0536
 OZ0536.The horizontal coordinates were scaled from a topographic map and have
 OZ0536.an estimated accuracy of +/- 6 seconds.
 OZ0536
 OZ0536.The orthometric height was determined by differential leveling
 OZ0536.and adjusted by the National Geodetic Survey in June 1991..
 OZ0536
 OZ0536.The geoid height was determined by GEOID03.
 OZ0536
 OZ0536.The dynamic height is computed by dividing the NAVD 88
 OZ0536.geopotential number by the normal gravity value computed on the
 OZ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0536.degrees latitude (g = 980.6199 gals.).
 OZ0536
 OZ0536.The modeled gravity was interpolated from observed gravity values.
 OZ0536
 OZ0536;                    North         East    Units  Estimated Accuracy
 OZ0536;SPC ID W     -   160,410.      805,770.      MT  (+/- 180 meters Scaled)
 OZ0536
 OZ0536                          SUPERSEDED SURVEY CONTROL
 OZ0536
 OZ0536  NGVD 29 (??/??/92)  949.948  (m)         3116.62   (f) ADJ UNCH    1 2
 OZ0536
 OZ0536.Superseded values are not recommended for survey control.
 OZ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0536.See file dsdata.txt to determine how the superseded data were derived.
 OZ0536
 OZ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH074739(NAD 83)
 OZ0536_MARKER: DB = BENCH MARK DISK
 OZ0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0536_SP_SET: CULVERT
 OZ0536_STAMPING: C 221 1941
 OZ0536_MARK LOGO: CGS   
 OZ0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0536
 OZ0536  HISTORY     - Date     Condition        Report By
 OZ0536  HISTORY     - 1941     MONUMENTED       CGS
 OZ0536  HISTORY     - 1979     GOOD             NGS
 OZ0536  HISTORY     - 1983     GOOD             NGS
 OZ0536
 OZ0536                          STATION DESCRIPTION
 OZ0536
 OZ0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OZ0536'1.6 MI SE FROM MOUNTAIN HOME.
 OZ0536'1.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OZ0536'AT MOUNTAIN HOME, ELMORE COUNTY, 6-1/2 POLES NORTHWEST OF MILEPOST
 OZ0536'400, AT CULVERT 400.12, IN THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 OZ0536'HEADWALL, AND 12 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK. A
 OZ0536'STANDARD DISK, STAMPED C 221 1941.
 OZ0536
 OZ0536                          STATION RECOVERY (1979)
 OZ0536
 OZ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OZ0536'RECOVERED IN GOOD CONDITION.
 OZ0536
 OZ0536                          STATION RECOVERY (1983)
 OZ0536
 OZ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0536'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.4 KM
 OZ0536'(1.5 MI) SOUTHEAST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0536'PACIFIC RAILROAD OVERPASS IN MOUNTAIN HOME, IN TOP OF THE SOUTHEAST
 OZ0536'END OF THE NORTHEAST HEADWALL FOR A 36-INCH CORRUGATED METAL PIPE
 OZ0536'CULVERT UNDER THE RAILROAD, 0.25 KM (0.15 MI) NORTHWEST OF THE
 OZ0536'INTERSECTION OF LAMBERTON WEST SIDE ROAD, 6 1/4 POLES NORTHWEST OF
 OZ0536'RAILROAD MILEPOLE 400, 46.5 METERS (152.5 FT) NORTHEAST ACROSS THE
 OZ0536'TRACKS FROM THE HIGHWAY CENTERLINE AND 2.7 METERS (9 FT) NORTHEAST OF
 OZ0536'THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS.
 OZ0536'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0475 ***********************************************************************
 OH0475  DESIGNATION -  C 222
 OH0475  PID         -  OH0475
 OH0475  STATE/COUNTY-  ID/CANYON
 OH0475  USGS QUAD   -  PARMA (1975)
 OH0475
 OH0475                         *CURRENT SURVEY CONTROL
 OH0475  ___________________________________________________________________
 OH0475* NAD 83(1986)-  43 45 49.     (N)    116 54 24.     (W)     SCALED    
 OH0475* NAVD 88     -       685.102  (meters)    2247.71   (feet)  ADJUSTED  
 OH0475  ___________________________________________________________________
 OH0475  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 OH0475  DYNAMIC HT  -         684.875 (meters)    2246.96  (feet)  COMP
 OH0475  MODELED GRAV-     980,266.9   (mgal)                       NAVD 88
 OH0475
 OH0475  VERT ORDER  -  FIRST     CLASS II
 OH0475
 OH0475.The horizontal coordinates were scaled from a topographic map and have
 OH0475.an estimated accuracy of +/- 6 seconds.
 OH0475
 OH0475.The orthometric height was determined by differential leveling
 OH0475.and adjusted by the National Geodetic Survey in June 1991..
 OH0475
 OH0475.The geoid height was determined by GEOID03.
 OH0475
 OH0475.The dynamic height is computed by dividing the NAVD 88
 OH0475.geopotential number by the normal gravity value computed on the
 OH0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0475.degrees latitude (g = 980.6199 gals.).
 OH0475
 OH0475.The modeled gravity was interpolated from observed gravity values.
 OH0475
 OH0475;                    North         East    Units  Estimated Accuracy
 OH0475;SPC ID W     -   233,580.      706,870.      MT  (+/- 180 meters Scaled)
 OH0475
 OH0475                          SUPERSEDED SURVEY CONTROL
 OH0475
 OH0475  NGVD 29 (??/??/92)  684.151  (m)         2244.59   (f) ADJ UNCH    1 2
 OH0475
 OH0475.Superseded values are not recommended for survey control.
 OH0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0475.See file dsdata.txt to determine how the superseded data were derived.
 OH0475
 OH0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ075456(NAD 83)
 OH0475_MARKER: DD = SURVEY DISK
 OH0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0475_STAMPING: C 222 1941
 OH0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0475+STABILITY: SURFACE MOTION
 OH0475
 OH0475  HISTORY     - Date     Condition        Report By
 OH0475  HISTORY     - 1941     MONUMENTED       IDPWD
 OH0475  HISTORY     - 1963     GOOD             NGS
 OH0475  HISTORY     - 1979     GOOD             NGS
 OH0475  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0475
 OH0475                          STATION DESCRIPTION
 OH0475
 OH0475'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1941
 OH0475'2.3 MI SE FROM PARMA.
 OH0475'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE BANK AT PARMA,
 OH0475'CANYON COUNTY, 85 FEET SOUTHEAST OF UNION PACIFIC RAILROAD CULVERT
 OH0475'478.60, 105 FEET NORTHWEST OF A ROAD CROSSING THE TRACK, 36 FEET
 OH0475'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTHEAST OF THE
 OH0475'FENCE LINE, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND NEAR
 OH0475'A WHITE WOODEN WITNESS POST.  AN IDAHO DEPARTMENT OF PUBLIC WORKS
 OH0475'STANDARD DISK STAMPED C 222 1941 AND SET IN THE TOP OF A CONCRETE
 OH0475'POST.
 OH0475
 OH0475                          STATION RECOVERY (1963)
 OH0475
 OH0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0475'RECOVERED IN GOOD CONDITION.
 OH0475
 OH0475                          STATION RECOVERY (1979)
 OH0475
 OH0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0475'HIGHWAY 18 IS NOW 20.
 OH0475
 OH0475                          STATION RECOVERY (1983)
 OH0475
 OH0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0475'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0496 ***********************************************************************
 OH0496  DESIGNATION -  C 223
 OH0496  PID         -  OH0496
 OH0496  STATE/COUNTY-  ID/CANYON
 OH0496  USGS QUAD   -  CALDWELL (1971)
 OH0496
 OH0496                         *CURRENT SURVEY CONTROL
 OH0496  ___________________________________________________________________
 OH0496* NAD 83(1986)-  43 38 37.     (N)    116 39 32.     (W)     SCALED    
 OH0496* NAVD 88     -       732.137  (meters)    2402.02   (feet)  ADJUSTED  
 OH0496  ___________________________________________________________________
 OH0496  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 OH0496  DYNAMIC HT  -         731.887 (meters)    2401.20  (feet)  COMP
 OH0496  MODELED GRAV-     980,253.7   (mgal)                       NAVD 88
 OH0496
 OH0496  VERT ORDER  -  FIRST     CLASS II
 OH0496
 OH0496.The horizontal coordinates were scaled from a topographic map and have
 OH0496.an estimated accuracy of +/- 6 seconds.
 OH0496
 OH0496.The orthometric height was determined by differential leveling
 OH0496.and adjusted by the National Geodetic Survey in June 1991..
 OH0496
 OH0496.The geoid height was determined by GEOID03.
 OH0496
 OH0496.The dynamic height is computed by dividing the NAVD 88
 OH0496.geopotential number by the normal gravity value computed on the
 OH0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0496.degrees latitude (g = 980.6199 gals.).
 OH0496
 OH0496.The modeled gravity was interpolated from observed gravity values.
 OH0496
 OH0496;                    North         East    Units  Estimated Accuracy
 OH0496;SPC ID W     -   220,000.      726,670.      MT  (+/- 180 meters Scaled)
 OH0496
 OH0496                          SUPERSEDED SURVEY CONTROL
 OH0496
 OH0496  NGVD 29 (??/??/92)  731.202  (m)         2398.95   (f) ADJ UNCH    1 2
 OH0496
 OH0496.Superseded values are not recommended for survey control.
 OH0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0496.See file dsdata.txt to determine how the superseded data were derived.
 OH0496
 OH0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ275323(NAD 83)
 OH0496_MARKER: DB = BENCH MARK DISK
 OH0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0496_SP_SET: BRIDGE
 OH0496_STAMPING: C 223 1941
 OH0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0496
 OH0496  HISTORY     - Date     Condition        Report By
 OH0496  HISTORY     - 1941     MONUMENTED       CGS
 OH0496  HISTORY     - 1979     GOOD             NGS
 OH0496  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0496
 OH0496                          STATION DESCRIPTION
 OH0496
 OH0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0496'1 MI SE FROM CALDWELL.
 OH0496'ABOUT 1 MILE SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE COLLEGE OF IDAHO
 OH0496'AT CALDWELL, CANYON COUNTY 0.1 MILE SOUTHEAST OF A SERVICE STATION, AT
 OH0496'A BRIDGE OVER A LARGE IRRIGATION CANAL, AT THE NORTHEAST SIDE AND IN
 OH0496'THE CENTER OF THE CONCRETE GUARD RAIL.  A STNDARD DISK, STAMPED C 223
 OH0496'1941.
 OH0496
 OH0496                          STATION RECOVERY (1979)
 OH0496
 OH0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0496'RECOVERED IN GOOD CONDITION.
 OH0496
 OH0496                          STATION RECOVERY (1983)
 OH0496
 OH0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0496'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1499 ***********************************************************************
 OH1499  DESIGNATION -  C 223 RESET
 OH1499  PID         -  OH1499
 OH1499  STATE/COUNTY-  ID/CANYON
 OH1499  USGS QUAD   -  CALDWELL (1971)
 OH1499
 OH1499                         *CURRENT SURVEY CONTROL
 OH1499  ___________________________________________________________________
 OH1499* NAD 83(1986)-  43 38 37.     (N)    116 39 32.     (W)     SCALED    
 OH1499* NAVD 88     -       731.55   (meters)    2400.1    (feet)  RESET     
 OH1499  ___________________________________________________________________
 OH1499  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 OH1499
 OH1499  VERT ORDER  -  THIRD
 OH1499
 OH1499.The horizontal coordinates were scaled from a topographic map and have
 OH1499.an estimated accuracy of +/- 6 seconds.
 OH1499
 OH1499.The orthometric height was computed from unverified reset data.
 OH1499.No vertical observational check was made to the station.
 OH1499
 OH1499.The geoid height was determined by GEOID03.
 OH1499
 OH1499;                    North         East    Units  Estimated Accuracy
 OH1499;SPC ID W     -   220,000.      726,670.      MT  (+/- 180 meters Scaled)
 OH1499
 OH1499                          SUPERSEDED SURVEY CONTROL
 OH1499
 OH1499  NGVD 29 (03/27/06)  730.62   (m)         2397.0    (f) RESET       3  
 OH1499
 OH1499.Superseded values are not recommended for survey control.
 OH1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1499.See file dsdata.txt to determine how the superseded data were derived.
 OH1499
 OH1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ275323(NAD 83)
 OH1499_MARKER: DD = SURVEY DISK
 OH1499_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OH1499_SP_SET: RETAINING WALL
 OH1499_STAMPING: C 223 RESET 1979
 OH1499_MARK LOGO: IDDT  
 OH1499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1499
 OH1499  HISTORY     - Date     Condition        Report By
 OH1499  HISTORY     - 1980     MONUMENTED       IDDT
 OH1499
 OH1499                          STATION DESCRIPTION
 OH1499
 OH1499'DESCRIBED BY ID DEPT OF TRANSP 1980
 OH1499'1.6 KM (1.00 MI) SE FROM CALDWELL.
 OH1499'1.6 KM (1.00 MI) SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE COLLEGE OF
 OH1499'IDAHO IN IDAHO, 0.16 KM (0.10 MI) SOUTHEAST OF A SERVICE STATION, AT
 OH1499'A BRIDGE OVER A LARGE IRRIGATION CANAL, AT THE NORTHEAST SIDE AND
 OH1499'NORTHEAST EDGE OF RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0346 ***********************************************************************
 QB0346  DESIGNATION -  C 225
 QB0346  PID         -  QB0346
 QB0346  STATE/COUNTY-  ID/WASHINGTON
 QB0346  USGS QUAD   -  WEISER NORTH (1987)
 QB0346
 QB0346                         *CURRENT SURVEY CONTROL
 QB0346  ___________________________________________________________________
 QB0346* NAD 83(1986)-  44 16 16.     (N)    116 56 41.     (W)     SCALED    
 QB0346* NAVD 88     -       673.004  (meters)    2208.01   (feet)  ADJUSTED  
 QB0346  ___________________________________________________________________
 QB0346  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 QB0346  DYNAMIC HT  -         672.824 (meters)    2207.42  (feet)  COMP
 QB0346  MODELED GRAV-     980,329.7   (mgal)                       NAVD 88
 QB0346
 QB0346  VERT ORDER  -  FIRST     CLASS II
 QB0346
 QB0346.The horizontal coordinates were scaled from a topographic map and have
 QB0346.an estimated accuracy of +/- 6 seconds.
 QB0346
 QB0346.The orthometric height was determined by differential leveling
 QB0346.and adjusted by the National Geodetic Survey in June 1991..
 QB0346
 QB0346.The geoid height was determined by GEOID03.
 QB0346
 QB0346.The dynamic height is computed by dividing the NAVD 88
 QB0346.geopotential number by the normal gravity value computed on the
 QB0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0346.degrees latitude (g = 980.6199 gals.).
 QB0346
 QB0346.The modeled gravity was interpolated from observed gravity values.
 QB0346
 QB0346;                    North         East    Units  Estimated Accuracy
 QB0346;SPC ID W     -   290,010.      704,620.      MT  (+/- 180 meters Scaled)
 QB0346
 QB0346                          SUPERSEDED SURVEY CONTROL
 QB0346
 QB0346  NGVD 29 (??/??/92)  672.028  (m)         2204.81   (f) ADJ UNCH    1 2
 QB0346
 QB0346.Superseded values are not recommended for survey control.
 QB0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0346.See file dsdata.txt to determine how the superseded data were derived.
 QB0346
 QB0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK044019(NAD 83)
 QB0346_MARKER: DB = BENCH MARK DISK
 QB0346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QB0346_SP_SET: HEADWALL
 QB0346_STAMPING: C 225 1941
 QB0346_MARK LOGO: CGS   
 QB0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0346+STABILITY: SURFACE MOTION
 QB0346
 QB0346  HISTORY     - Date     Condition        Report By
 QB0346  HISTORY     - 1941     MONUMENTED       CGS
 QB0346  HISTORY     - 1965     GOOD             NGS
 QB0346  HISTORY     - 1983     GOOD             NGS
 QB0346  HISTORY     - 1983     MARK NOT FOUND   USGS
 QB0346  HISTORY     - 19990427 GOOD             IDTD
 QB0346
 QB0346                          STATION DESCRIPTION
 QB0346
 QB0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QB0346'2.3 MI NE FROM WEISER.
 QB0346'2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 95 FROM THE WEISER POST OFFICE
 QB0346'IN THE TOP OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT, 18 FEET
 QB0346'SOUTH OF POWER POLE NO. 68, 19 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 QB0346'FENCE AND 14 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY.
 QB0346
 QB0346                          STATION RECOVERY (1983)
 QB0346
 QB0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0346'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 QB0346'(0.1 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN WEISER, THENCE
 QB0346'3.85 KM (2.4 MI) NORTHEAST ALONG US HIGHWAY 95, IN THE CENTER OF THE
 QB0346'NORTHWEST HEADWALL OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 0.5 KM
 QB0346'(0.3 MI) SOUTHWEST OF MILEPOST 85, 0.15 KM (0.1 MI) NORTHEAST OF THE
 QB0346'MONROE CREEK TRAILER PARK AND CAMPGROUND, 4.5 METERS (15 FT) NORTHWEST
 QB0346'OF THE CENTERLINE OF THE HIGHWAY, 5.5 METERS (18 FT) SOUTH OF POWER
 QB0346'LINE POLE 68, 4.6 METERS (15.5 FT) SOUTHEAST OF A FENCE.
 QB0346'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 QB0346
 QB0346                          STATION RECOVERY (1983)
 QB0346
 QB0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0346'MARK NOT FOUND.
 QB0346
 QB0346                          STATION RECOVERY (1999)
 QB0346
 QB0346'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 QB0346'RECOVERED IN GOOD CONDITION.  EXCEPT THIS MARK WILL BE DESTROYED
 QB0346'DURING ROAD CONSTRUCTION.  SEE C 225 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI2019 ***********************************************************************
 AI2019  DESIGNATION -  C 225 RESET
 AI2019  PID         -  AI2019
 AI2019  STATE/COUNTY-  ID/WASHINGTON
 AI2019  USGS QUAD   -  WEISER NORTH (1987)
 AI2019
 AI2019                         *CURRENT SURVEY CONTROL
 AI2019  ___________________________________________________________________
 AI2019* NAD 83(1986)-  44 16 17.     (N)    116 56 40.     (W)     SCALED    
 AI2019* NAVD 88     -       674.462  (meters)    2212.80   (feet)  ADJUSTED  
 AI2019  ___________________________________________________________________
 AI2019  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 AI2019  DYNAMIC HT  -         674.282 (meters)    2212.21  (feet)  COMP
 AI2019  MODELED GRAV-     980,329.8   (mgal)                       NAVD 88
 AI2019
 AI2019  VERT ORDER  -  SECOND    CLASS II
 AI2019
 AI2019.The horizontal coordinates were scaled from a topographic map and have
 AI2019.an estimated accuracy of +/- 6 seconds.
 AI2019
 AI2019.The orthometric height was determined by differential leveling
 AI2019.and adjusted by the National Geodetic Survey in July 2002..
 AI2019.No vertical observational check was made to the station.
 AI2019
 AI2019.The geoid height was determined by GEOID03.
 AI2019
 AI2019.The dynamic height is computed by dividing the NAVD 88
 AI2019.geopotential number by the normal gravity value computed on the
 AI2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2019.degrees latitude (g = 980.6199 gals.).
 AI2019
 AI2019.The modeled gravity was interpolated from observed gravity values.
 AI2019
 AI2019;                    North         East    Units  Estimated Accuracy
 AI2019;SPC ID W     -   290,040.      704,640.      MT  (+/- 180 meters Scaled)
 AI2019
 AI2019                          SUPERSEDED SURVEY CONTROL
 AI2019
 AI2019.No superseded survey control is available for this station.
 AI2019
 AI2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK044020(NAD 83)
 AI2019_MARKER: I = METAL ROD
 AI2019_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI2019_STAMPING: C 225 RESET 1999
 AI2019_MARK LOGO: NGS   
 AI2019_PROJECTION: FLUSH
 AI2019_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2019+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2019_ROD/PIPE-DEPTH: 7.9  meters
 AI2019
 AI2019  HISTORY     - Date     Condition        Report By
 AI2019  HISTORY     - 1999     MONUMENTED       IDTD
 AI2019
 AI2019                          STATION DESCRIPTION
 AI2019
 AI2019'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 AI2019'MARK IS LOCATED ABOUT ABOUT 2.8 KM (1.75 MI) NORTHEAST OF WEISER.
 AI2019'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  REACHED FROM THE POST OFFICE IN
 AI2019'WEISER GO EAST ALONG MAIN STREET IN WEISER FOR 0.15 KM (0.10 MI) TO
 AI2019'THE JUNCTION OF U.S. HIGHWAY 95 TURN LEFT AND GO NORTHEAST FOR 3.85 KM
 AI2019'(2.40 MI) TO THE MARK ON THE LEFT.  LOCATED 0.9 M (3.0 FT) SOUTHEAST
 AI2019'OF THE RIGHT-OF-WAY FENCE, 18.0 M (59.1 FT) NORTHWEST OF A CONCRETE
 AI2019'DROP INLET WITH A STEEL GRATE COVER, 0.82 M (2.69 FT) SOUTHEAST OF A
 AI2019'FIBERGLASS WITNESS POST AND ABOUT 2.0 M (6.6 FT) ABOVE THE HIGHWAY.
 AI2019'MARK IS A STAINLESS STEEL ROD WITH A PUNCH HOLE IN THE TOP.  ACCESS TO
 AI2019'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. NOTE--DESCRIPTION MAY CHANGE
 AI2019'AFTER CONSTRUCTION IS COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0214 ***********************************************************************
 OY0214  DESIGNATION -  C 226
 OY0214  PID         -  OY0214
 OY0214  STATE/COUNTY-  ID/BINGHAM
 OY0214  USGS QUAD   -  FIRTH (1979)
 OY0214
 OY0214                         *CURRENT SURVEY CONTROL
 OY0214  ___________________________________________________________________
 OY0214* NAD 83(1986)-  43 18 15.     (N)    112 11 01.     (W)     SCALED    
 OY0214* NAVD 88     -      1393.315  (meters)    4571.23   (feet)  ADJUSTED  
 OY0214  ___________________________________________________________________
 OY0214  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 OY0214  DYNAMIC HT  -        1392.555 (meters)    4568.74  (feet)  COMP
 OY0214  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 OY0214
 OY0214  VERT ORDER  -  FIRST     CLASS I
 OY0214
 OY0214.The horizontal coordinates were scaled from a topographic map and have
 OY0214.an estimated accuracy of +/- 6 seconds.
 OY0214
 OY0214.The orthometric height was determined by differential leveling
 OY0214.and adjusted by the National Geodetic Survey in June 1991..
 OY0214.WARNING-Repeat measurements at this control monument indicate possible
 OY0214.vertical movement.
 OY0214
 OY0214.The geoid height was determined by GEOID03.
 OY0214
 OY0214.The dynamic height is computed by dividing the NAVD 88
 OY0214.geopotential number by the normal gravity value computed on the
 OY0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0214.degrees latitude (g = 980.6199 gals.).
 OY0214
 OY0214.The modeled gravity was interpolated from observed gravity values.
 OY0214
 OY0214;                    North         East    Units  Estimated Accuracy
 OY0214;SPC ID E     -   181,890.      198,630.      MT  (+/- 180 meters Scaled)
 OY0214
 OY0214                          SUPERSEDED SURVEY CONTROL
 OY0214
 OY0214  NGVD 29 (08/20/92) 1392.239  (m)         4567.70   (f) ADJUSTED    1 1
 OY0214
 OY0214.Superseded values are not recommended for survey control.
 OY0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0214.See file dsdata.txt to determine how the superseded data were derived.
 OY0214
 OY0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN040952(NAD 83)
 OY0214_MARKER: DB = BENCH MARK DISK
 OY0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0214_SP_SET: CULVERT
 OY0214_STAMPING: C 226 1960
 OY0214_MARK LOGO: CGS   
 OY0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0214
 OY0214  HISTORY     - Date     Condition        Report By
 OY0214  HISTORY     - 1960     MONUMENTED       CGS
 OY0214  HISTORY     - 1967     GOOD             NGS
 OY0214  HISTORY     - 1983     GOOD             NGS
 OY0214  HISTORY     - 20020815 GOOD             NGS
 OY0214
 OY0214                          STATION DESCRIPTION
 OY0214
 OY0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0214'IN FIRTH.
 OY0214'AT FIRTH, AT THE NORTH CORNER OF THE UNION PACIFIC RAILROAD STATION,
 OY0214'IN TOP OF THE SOUTHWEST END OF A CONCRETE RETAINING WALL AROUND THE
 OY0214'STATION PLATFORM, 43.1 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 OY0214'TRACK, 34 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 26, 91 AND
 OY0214'191, 7.8 FEET NORTHEAST OF THE NORTH CORNER OF THE STATION, 7.5 FEET
 OY0214'NORTHEAST OF THE SOUTHWEST END OF THE RETAINING WALL, AND ABOUT 1/2
 OY0214'FOOT LOWER THAN THE TRACK.
 OY0214
 OY0214                          STATION RECOVERY (1967)
 OY0214
 OY0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0214'RECOVERED IN GOOD CONDITION.
 OY0214
 OY0214                          STATION RECOVERY (1983)
 OY0214
 OY0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0214'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FIRTH, AT
 OY0214'THE JUNCTION OF FIRTH CEMETERY ROAD 750 NORTH AND MAIN STREET (U.S.
 OY0214'HIGHWAY 20, 91, AND 191) IN TOP OF AND 4.0 METERS (13.1 FT) SOUTHWEST
 OY0214'OF THE NORTH CORNER OF A RETAINING WALL, 63.7 METERS (209.0 FT)
 OY0214'SOUTHWEST OF THE CENTER OF FIRTH CEMETERY ROAD 750 NORTH, 13.1 METERS
 OY0214'(43.0 FT) NORTHWEST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD,
 OY0214'11.5 METERS (37.7 FT) NORTH OF THE FIRTH RAILROAD STATION SIGN, 10.6
 OY0214'METERS (34.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.5
 OY0214'METERS (11.5 FT) SOUTH OF A UTILITY POLE.
 OY0214'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 OY0214
 OY0214                          STATION RECOVERY (2002)
 OY0214
 OY0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CLS)
 OY0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0380 ***********************************************************************
 OX0380  DESIGNATION -  C 227
 OX0380  PID         -  OX0380
 OX0380  STATE/COUNTY-  ID/BONNEVILLE
 OX0380  USGS QUAD   -  UCON (1979)
 OX0380
 OX0380                         *CURRENT SURVEY CONTROL
 OX0380  ___________________________________________________________________
 OX0380* NAD 83(1986)-  43 32 50.     (N)    111 59 55.     (W)     SCALED    
 OX0380* NAVD 88     -      1453.921  (meters)    4770.07   (feet)  ADJUSTED  
 OX0380  ___________________________________________________________________
 OX0380  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 OX0380  DYNAMIC HT  -        1453.158 (meters)    4767.57  (feet)  COMP
 OX0380  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 OX0380
 OX0380  VERT ORDER  -  FIRST     CLASS II
 OX0380
 OX0380.The horizontal coordinates were scaled from a topographic map and have
 OX0380.an estimated accuracy of +/- 6 seconds.
 OX0380
 OX0380.The orthometric height was determined by differential leveling
 OX0380.and adjusted by the National Geodetic Survey in June 1991..
 OX0380
 OX0380.The geoid height was determined by GEOID03.
 OX0380
 OX0380.The dynamic height is computed by dividing the NAVD 88
 OX0380.geopotential number by the normal gravity value computed on the
 OX0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0380.degrees latitude (g = 980.6199 gals.).
 OX0380
 OX0380.The modeled gravity was interpolated from observed gravity values.
 OX0380
 OX0380;                    North         East    Units  Estimated Accuracy
 OX0380;SPC ID E     -   208,900.      213,580.      MT  (+/- 180 meters Scaled)
 OX0380
 OX0380                          SUPERSEDED SURVEY CONTROL
 OX0380
 OX0380  NGVD 29 (08/20/92) 1452.843  (m)         4766.54   (f) ADJUSTED    1 2
 OX0380
 OX0380.Superseded values are not recommended for survey control.
 OX0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0380.See file dsdata.txt to determine how the superseded data were derived.
 OX0380
 OX0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP193220(NAD 83)
 OX0380_MARKER: DB = BENCH MARK DISK
 OX0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0380_SP_SET: CONCRETE ABUTMENT
 OX0380_STAMPING: C 227 1960
 OX0380_MARK LOGO: CGS   
 OX0380_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0380+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 OX0380
 OX0380  HISTORY     - Date     Condition        Report By
 OX0380  HISTORY     - 1960     MONUMENTED       CGS
 OX0380  HISTORY     - 1983     GOOD             NGS
 OX0380  HISTORY     - 19910419 GOOD             IDDT
 OX0380
 OX0380                          STATION DESCRIPTION
 OX0380
 OX0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0380'4.2 MI NE FROM IDAHO FALLS.
 OX0380'4.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0380'AT IDAHO FALLS, IN THE TOP AND 0.7 FOOT EAST OF THE WEST END OF THE
 OX0380'SOUTH CONCRETE ABUTMENT OF WOODEN TRESTLE 4.20 OVER A CREEK, AND ABOUT
 OX0380'3 FEET LOWER THAN THE TRACK.
 OX0380
 OX0380                          STATION RECOVERY (1983)
 OX0380
 OX0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0380'RECOVERED IN GOOD CONDITION.
 OX0380
 OX0380                          STATION RECOVERY (1991)
 OX0380
 OX0380'RECOVERY NOTE BY ID DEPT OF TRANSP 1991 (RR)
 OX0380'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0384 ***********************************************************************
 PY0384  DESIGNATION -  C 228
 PY0384  PID         -  PY0384
 PY0384  STATE/COUNTY-  ID/FREMONT
 PY0384  USGS QUAD   -  ASHTON (1965)
 PY0384
 PY0384                         *CURRENT SURVEY CONTROL
 PY0384  ___________________________________________________________________
 PY0384* NAD 83(1986)-  44 02 20.     (N)    111 29 25.     (W)     SCALED    
 PY0384* NAVD 88     -      1594.421  (meters)    5231.03   (feet)  POSTED    
 PY0384  ___________________________________________________________________
 PY0384  GEOID HEIGHT-         -10.50  (meters)                     GEOID03
 PY0384  DYNAMIC HT  -        1593.590 (meters)    5228.30  (feet)  COMP
 PY0384  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 PY0384
 PY0384  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0384
 PY0384.The horizontal coordinates were scaled from a topographic map and have
 PY0384.an estimated accuracy of +/- 6 seconds.
 PY0384
 PY0384.The orthometric height was determined by differential leveling
 PY0384.and adjusted by the National Geodetic Survey in 1992..
 PY0384.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0384.rate of 0.0 thru 1.0 mm/km.
 PY0384
 PY0384.The geoid height was determined by GEOID03.
 PY0384
 PY0384.The dynamic height is computed by dividing the NAVD 88
 PY0384.geopotential number by the normal gravity value computed on the
 PY0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0384.degrees latitude (g = 980.6199 gals.).
 PY0384
 PY0384.The modeled gravity was interpolated from observed gravity values.
 PY0384
 PY0384;                    North         East    Units  Estimated Accuracy
 PY0384;SPC ID E     -   263,740.      254,210.      MT  (+/- 180 meters Scaled)
 PY0384
 PY0384                          SUPERSEDED SURVEY CONTROL
 PY0384
 PY0384  NGVD 29 (??/??/92) 1593.342  (m)         5227.49   (f) ADJ UNCH    1 2
 PY0384
 PY0384.Superseded values are not recommended for survey control.
 PY0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0384.See file dsdata.txt to determine how the superseded data were derived.
 PY0384
 PY0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP607763(NAD 83)
 PY0384_MARKER: DB = BENCH MARK DISK
 PY0384_SETTING: 66 = SET IN ROCK OUTCROP
 PY0384_SP_SET: LAVA OUTCROP
 PY0384_STAMPING: C 228 1960
 PY0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0384+STABILITY: POSITION/ELEVATION WELL
 PY0384
 PY0384  HISTORY     - Date     Condition        Report By
 PY0384  HISTORY     - 1960     MONUMENTED       CGS
 PY0384  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0384
 PY0384                          STATION DESCRIPTION
 PY0384
 PY0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0384'2.95 MI SW FROM ASHTON.
 PY0384'2.95 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0384'AT ASHTON, 100 1/2 FEET NORTH AND ACROSS THE TRACK FROM THE FIRST POLE
 PY0384'NORTHEAST OF MILEPOLE 48, AT A SMALL ROCK CUT, SET VERTICALLY IN THE
 PY0384'SOUTHEAST FACE OF A LAVA OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE
 PY0384'THE GROUND, 11.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 0.4 FOOT BELOW
 PY0384'THE TOP OF THE OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE TRACK. NOTE--
 PY0384'U.S. HWY. 20, 191 WAS WIDENED, REALIGNED, AND REGRADED IN THE SUMMER
 PY0384'AND FALL OF 1963.  THE LAVA OUTCROP DESCRIBED IN THE LEVEL NOTES
 PY0384'APPEARS TO HAVE BEEN SCRAPED AND THE HIGHWAY SHOULDER EXTENDS TO THE
 PY0384'RAILROAD BED.
 PY0384
 PY0384                          STATION RECOVERY (1983)
 PY0384
 PY0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0411 ***********************************************************************
 PY0411  DESIGNATION -  C 229
 PY0411  PID         -  PY0411
 PY0411  STATE/COUNTY-  ID/FREMONT
 PY0411  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0411
 PY0411                         *CURRENT SURVEY CONTROL
 PY0411  ___________________________________________________________________
 PY0411* NAD 83(1986)-  44 09 25.     (N)    111 16 38.     (W)     SCALED    
 PY0411* NAVD 88     -      1723.505  (meters)    5654.53   (feet)  POSTED    
 PY0411  ___________________________________________________________________
 PY0411  GEOID HEIGHT-          -9.98  (meters)                     GEOID03
 PY0411  DYNAMIC HT  -        1722.550 (meters)    5651.40  (feet)  COMP
 PY0411  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 PY0411
 PY0411  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0411
 PY0411.The horizontal coordinates were scaled from a topographic map and have
 PY0411.an estimated accuracy of +/- 6 seconds.
 PY0411
 PY0411.The orthometric height was determined by differential leveling
 PY0411.and adjusted by the National Geodetic Survey in 1992..
 PY0411.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0411.rate of 1.1 thru 2.0 mm/km.
 PY0411
 PY0411.The geoid height was determined by GEOID03.
 PY0411
 PY0411.The dynamic height is computed by dividing the NAVD 88
 PY0411.geopotential number by the normal gravity value computed on the
 PY0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0411.degrees latitude (g = 980.6199 gals.).
 PY0411
 PY0411.The modeled gravity was interpolated from observed gravity values.
 PY0411
 PY0411;                    North         East    Units  Estimated Accuracy
 PY0411;SPC ID E     -   277,020.      271,150.      MT  (+/- 180 meters Scaled)
 PY0411
 PY0411                          SUPERSEDED SURVEY CONTROL
 PY0411
 PY0411  NGVD 29 (??/??/92) 1722.317  (m)         5650.64   (f) ADJ UNCH    1 2
 PY0411
 PY0411.Superseded values are not recommended for survey control.
 PY0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0411.See file dsdata.txt to determine how the superseded data were derived.
 PY0411
 PY0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP778893(NAD 83)
 PY0411_MARKER: DB = BENCH MARK DISK
 PY0411_SETTING: 66 = SET IN ROCK OUTCROP
 PY0411_SP_SET: ROCK OUTCROP
 PY0411_STAMPING: C 229 1960
 PY0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0411+STABILITY: POSITION/ELEVATION WELL
 PY0411
 PY0411  HISTORY     - Date     Condition        Report By
 PY0411  HISTORY     - 1960     MONUMENTED       CGS
 PY0411
 PY0411                          STATION DESCRIPTION
 PY0411
 PY0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0411'12.05 MI NE FROM ASHTON.
 PY0411'12.05 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 PY0411'STATION AT ASHTON, 10 RAILS NORTHWEST OF MILEPOST 63, AT THE SOUTHEAST
 PY0411'END OF A ROCK CUT, ON THE OUTSIDE OF A CURVE, SET VERTICALLY IN THE
 PY0411'NORTHEAST FACE OF A ROCK OUTCROP, 18.5 FEET SOUTHWEST OF THE SOUTHWEST
 PY0411'RAIL, 1 1/2 FEET ABOVE THE GROUND, AND ABOUT 1 FOOT HIGHER THAN THE
 PY0411'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0915 ***********************************************************************
 RZ0915  DESIGNATION -  C 23
 RZ0915  PID         -  RZ0915
 RZ0915  STATE/COUNTY-  ID/NEZ PERCE
 RZ0915  USGS QUAD   -  CLARKSTON (1971)
 RZ0915
 RZ0915                         *CURRENT SURVEY CONTROL
 RZ0915  ___________________________________________________________________
 RZ0915* NAD 83(1986)-  46 28 28.     (N)    117 02 23.     (W)     SCALED    
 RZ0915* NAVD 88     -       811.394  (meters)    2662.05   (feet)  ADJUSTED  
 RZ0915  ___________________________________________________________________
 RZ0915  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 RZ0915  DYNAMIC HT  -         811.331 (meters)    2661.84  (feet)  COMP
 RZ0915  MODELED GRAV-     980,509.4   (mgal)                       NAVD 88
 RZ0915
 RZ0915  VERT ORDER  -  FIRST     CLASS II
 RZ0915
 RZ0915.The horizontal coordinates were scaled from a topographic map and have
 RZ0915.an estimated accuracy of +/- 6 seconds.
 RZ0915
 RZ0915.The orthometric height was determined by differential leveling
 RZ0915.and adjusted by the National Geodetic Survey in June 1991..
 RZ0915
 RZ0915.The geoid height was determined by GEOID03.
 RZ0915
 RZ0915.The dynamic height is computed by dividing the NAVD 88
 RZ0915.geopotential number by the normal gravity value computed on the
 RZ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0915.degrees latitude (g = 980.6199 gals.).
 RZ0915
 RZ0915.The modeled gravity was interpolated from observed gravity values.
 RZ0915
 RZ0915;                    North         East    Units  Estimated Accuracy
 RZ0915;SPC ID W     -   534,980.      700,960.      MT  (+/- 180 meters Scaled)
 RZ0915
 RZ0915                          SUPERSEDED SURVEY CONTROL
 RZ0915
 RZ0915  NGVD 29 (??/??/92)  810.333  (m)         2658.57   (f) ADJ UNCH    1 2
 RZ0915
 RZ0915.Superseded values are not recommended for survey control.
 RZ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0915.See file dsdata.txt to determine how the superseded data were derived.
 RZ0915
 RZ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM969467(NAD 83)
 RZ0915_MARKER: DB = BENCH MARK DISK
 RZ0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0915_STAMPING: C 23 1933
 RZ0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0915+STABILITY: SURFACE MOTION
 RZ0915
 RZ0915  HISTORY     - Date     Condition        Report By
 RZ0915  HISTORY     - 1933     MONUMENTED       CGS
 RZ0915  HISTORY     - 1952     GOOD             NGS
 RZ0915  HISTORY     - 1971     POOR             USGS
 RZ0915  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0915
 RZ0915                          STATION DESCRIPTION
 RZ0915
 RZ0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0915'5.3 MI S FROM UNIONTOWN, WA.
 RZ0915'5.0 MILES SOUTH ALONG U. S. HIGHWAY 195 FROM THE COMMUNITY BUILDING AT
 RZ0915'UNIONTOWN, THENCE 0.3 MILE EAST ALONG U. S. HIGHWAY 95, AT THE
 RZ0915'WASHINGTON-IDAHO STATE LINE, 9.0 MILES SOUTHWEST OF GENESEE, AT A
 RZ0915'POINT WHERE A POWER TRANSMISSION LINE CROSSES THE HIGHWAY, 22 FEET
 RZ0915'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTHEAST OF THE
 RZ0915'SOUTH ONE OF TWO POSTS SUPPORTING THE BOUNDARY SIGN, AND SET IN THE
 RZ0915'TOP OF A CONCRETE POST PROJECTING 1.1 FOOT ABOVE THE GROUND.
 RZ0915
 RZ0915                          STATION RECOVERY (1971)
 RZ0915
 RZ0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RZ0915'MARK RECOVERED IN POOR CONDITION.
 RZ0915
 RZ0915                          STATION RECOVERY (1980)
 RZ0915
 RZ0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0915'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THERE
 RZ0915'HAS BEEN HIGHWAY CONSTRUCTION IN THE DESCRIBED LOCATION, MARK PRESUMED
 RZ0915'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0390 ***********************************************************************
 QA0390  DESIGNATION -  C 230
 QA0390  PID         -  QA0390
 QA0390  STATE/COUNTY-  ID/BOISE
 QA0390  USGS QUAD   -  SCOTT CREEK (1972)
 QA0390
 QA0390                         *CURRENT SURVEY CONTROL
 QA0390  ___________________________________________________________________
 QA0390* NAD 83(1986)-  44 08 12.     (N)    115 43 48.     (W)     SCALED    
 QA0390* NAVD 88     -      1815.399  (meters)    5956.02   (feet)  ADJUSTED  
 QA0390  ___________________________________________________________________
 QA0390  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 QA0390  DYNAMIC HT  -        1814.355 (meters)    5952.60  (feet)  COMP
 QA0390  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 QA0390
 QA0390  VERT ORDER  -  SECOND    CLASS 0
 QA0390
 QA0390.The horizontal coordinates were scaled from a topographic map and have
 QA0390.an estimated accuracy of +/- 6 seconds.
 QA0390
 QA0390.The orthometric height was determined by differential leveling
 QA0390.and adjusted by the National Geodetic Survey in June 1991..
 QA0390
 QA0390.The geoid height was determined by GEOID03.
 QA0390
 QA0390.The dynamic height is computed by dividing the NAVD 88
 QA0390.geopotential number by the normal gravity value computed on the
 QA0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0390.degrees latitude (g = 980.6199 gals.).
 QA0390
 QA0390.The modeled gravity was interpolated from observed gravity values.
 QA0390
 QA0390;                    North         East    Units  Estimated Accuracy
 QA0390;SPC ID W     -   274,380.      801,600.      MT  (+/- 180 meters Scaled)
 QA0390
 QA0390                          SUPERSEDED SURVEY CONTROL
 QA0390
 QA0390  NGVD 29 (??/??/92) 1814.132  (m)         5951.86   (f) ADJ UNCH    2 0
 QA0390
 QA0390.Superseded values are not recommended for survey control.
 QA0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0390.See file dsdata.txt to determine how the superseded data were derived.
 QA0390
 QA0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ015878(NAD 83)
 QA0390_MARKER: DB = BENCH MARK DISK
 QA0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0390_SP_SET: CULVERT
 QA0390_STAMPING: C 230 1960
 QA0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0390
 QA0390  HISTORY     - Date     Condition        Report By
 QA0390  HISTORY     - 1960     MONUMENTED       CGS
 QA0390
 QA0390                          STATION DESCRIPTION
 QA0390
 QA0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0390'16.6 MI NW FROM LOWMAN.
 QA0390'10.3 MILES WEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 QA0390'HIGHWAY 21 AT LOWMAN, THENCE 6.3 MILES NORTH ALONG DEADWOOD RIVER
 QA0390'ROAD, AT THE CENTER AND ON THE OUTSIDE OF A HORSESHOE CURVE, AT THE
 QA0390'CROSSING AND ON THE WEST BANK OF A CREEK, IN TOP OF A LARGE BOULDER
 QA0390'WHICH PROJECTS ABOUT 2 FEET ABOVE THE CREEK, 72 FEET NORTH OF THE
 QA0390'CENTER LINE OF THE ROAD, 35.5 FEET NORTH OF THE CENTER OF THE NORTH
 QA0390'END OF A 56-INCH PIPE CULVERT, 6 FEET WEST OF THE CENTER OF THE CREEK,
 QA0390'7.6 FEET NORTH OF A WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE
 QA0390'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0420 ***********************************************************************
 QA0420  DESIGNATION -  C 231
 QA0420  PID         -  QA0420
 QA0420  STATE/COUNTY-  ID/VALLEY
 QA0420  USGS QUAD   -  DEADWOOD RESERVOIR (1988)
 QA0420
 QA0420                         *CURRENT SURVEY CONTROL
 QA0420  ___________________________________________________________________
 QA0420* NAD 83(1986)-  44 17 54.     (N)    115 38 42.     (W)     SCALED    
 QA0420* NAVD 88     -      1629.303  (meters)    5345.47   (feet)  ADJUSTED  
 QA0420  ___________________________________________________________________
 QA0420  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 QA0420  DYNAMIC HT  -        1628.442 (meters)    5342.65  (feet)  COMP
 QA0420  MODELED GRAV-     980,032.8   (mgal)                       NAVD 88
 QA0420
 QA0420  VERT ORDER  -  SECOND    CLASS 0
 QA0420
 QA0420.The horizontal coordinates were scaled from a topographic map and have
 QA0420.an estimated accuracy of +/- 6 seconds.
 QA0420
 QA0420.The orthometric height was determined by differential leveling
 QA0420.and adjusted by the National Geodetic Survey in June 1991..
 QA0420
 QA0420.The geoid height was determined by GEOID03.
 QA0420
 QA0420.The dynamic height is computed by dividing the NAVD 88
 QA0420.geopotential number by the normal gravity value computed on the
 QA0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0420.degrees latitude (g = 980.6199 gals.).
 QA0420
 QA0420.The modeled gravity was interpolated from observed gravity values.
 QA0420
 QA0420;                    North         East    Units  Estimated Accuracy
 QA0420;SPC ID W     -   292,340.      808,380.      MT  (+/- 180 meters Scaled)
 QA0420
 QA0420                          SUPERSEDED SURVEY CONTROL
 QA0420
 QA0420  NGVD 29 (??/??/92) 1628.080  (m)         5341.46   (f) ADJ UNCH    2 0
 QA0420
 QA0420.Superseded values are not recommended for survey control.
 QA0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0420.See file dsdata.txt to determine how the superseded data were derived.
 QA0420
 QA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK080059(NAD 83)
 QA0420_MARKER: DB = BENCH MARK DISK
 QA0420_SETTING: 66 = SET IN ROCK OUTCROP
 QA0420_SP_SET: GRANITE OUTCROP
 QA0420_STAMPING: C 231 1960
 QA0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0420+STABILITY: POSITION/ELEVATION WELL
 QA0420
 QA0420  HISTORY     - Date     Condition        Report By
 QA0420  HISTORY     - 1960     MONUMENTED       CGS
 QA0420
 QA0420                          STATION DESCRIPTION
 QA0420
 QA0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0420'0.9 MI NE FROM DEADWOOD DAM.
 QA0420'0.9 MILE NORTHEAST ALONG DEADWOOD ROAD FROM THE SOUTH END OF DEADWOOD
 QA0420'DAM, ON THE OUTSIDE AND AT THE SOUTHWEST END OF A HORSESHOE CURVE, ON
 QA0420'THE SOUTH EDGE OF THE ROAD, IN TOP OF A GRANITE OUTCROP WHICH PROJECTS
 QA0420'ABOUT 1/2 FOOT HIGHER THAN THE GROUND, 14 FEET SOUTH OF THE CENTER
 QA0420'LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0553 ***********************************************************************
 OX0553  DESIGNATION -  C 231 1
 OX0553  PID         -  OX0553
 OX0553  STATE/COUNTY-  ID/JEFFERSON
 OX0553  USGS QUAD   -  HEISE (1979)
 OX0553
 OX0553                         *CURRENT SURVEY CONTROL
 OX0553  ___________________________________________________________________
 OX0553* NAD 83(1986)-  43 37 54.     (N)    111 41 38.     (W)     SCALED    
 OX0553* NAVD 88     -      1526.151  (meters)    5007.05   (feet)  ADJUSTED  
 OX0553  ___________________________________________________________________
 OX0553  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 OX0553  DYNAMIC HT  -        1525.332 (meters)    5004.36  (feet)  COMP
 OX0553  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 OX0553
 OX0553  VERT ORDER  -  SECOND    CLASS 0
 OX0553
 OX0553.The horizontal coordinates were scaled from a topographic map and have
 OX0553.an estimated accuracy of +/- 6 seconds.
 OX0553
 OX0553.The orthometric height was determined by differential leveling
 OX0553.and adjusted by the National Geodetic Survey in June 1991..
 OX0553
 OX0553.The geoid height was determined by GEOID03.
 OX0553
 OX0553.The dynamic height is computed by dividing the NAVD 88
 OX0553.geopotential number by the normal gravity value computed on the
 OX0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0553.degrees latitude (g = 980.6199 gals.).
 OX0553
 OX0553.The modeled gravity was interpolated from observed gravity values.
 OX0553
 OX0553;                    North         East    Units  Estimated Accuracy
 OX0553;SPC ID E     -   218,380.      238,150.      MT  (+/- 180 meters Scaled)
 OX0553
 OX0553                          SUPERSEDED SURVEY CONTROL
 OX0553
 OX0553  NGVD 29 (??/??/92) 1525.036  (m)         5003.39   (f) ADJ UNCH    2 0
 OX0553
 OX0553.Superseded values are not recommended for survey control.
 OX0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0553.See file dsdata.txt to determine how the superseded data were derived.
 OX0553
 OX0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP440311(NAD 83)
 OX0553_MARKER: S = SPIKE
 OX0553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0553_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0553
 OX0553  HISTORY     - Date     Condition        Report By
 OX0553  HISTORY     - UNK      MONUMENTED       DOD
 OX0553  HISTORY     - 1945     GOOD             NGS
 OX0553
 OX0553                          STATION DESCRIPTION
 OX0553
 OX0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0553'1.1 MI NW FROM POPLAR.
 OX0553'1.1 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR,
 OX0553'ABOUT 300 FEET NORTHWEST OF THE GREAT FEEDER CANAL HEADGATES, ON
 OX0553'OUTSIDE OF CURVE WITH TANGENTS LEADING NORTH AND SOUTHEAST, 21 FEET
 OX0553'SOUTHWEST OF CENTER-LINE OF ROAD, 6 FEET WEST OF A POINT IN LINE WITH
 OX0553'CENTER-LINE OF TANGENT LEADING NORTH, ABOUT 70 FEET NORTHWEST OF A
 OX0553'SMALL CREEK.  A USE SPIKE CEMENTED IN TOP OF A 2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0554 ***********************************************************************
 OX0554  DESIGNATION -  C 231 2
 OX0554  PID         -  OX0554
 OX0554  STATE/COUNTY-  ID/JEFFERSON
 OX0554  USGS QUAD   -  HEISE (1979)
 OX0554
 OX0554                         *CURRENT SURVEY CONTROL
 OX0554  ___________________________________________________________________
 OX0554* NAD 83(1986)-  43 38 04.     (N)    111 41 44.     (W)     SCALED    
 OX0554* NAVD 88     -      1525.075  (meters)    5003.52   (feet)  ADJUSTED  
 OX0554  ___________________________________________________________________
 OX0554  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 OX0554  DYNAMIC HT  -        1524.257 (meters)    5000.83  (feet)  COMP
 OX0554  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 OX0554
 OX0554  VERT ORDER  -  SECOND    CLASS 0
 OX0554
 OX0554.The horizontal coordinates were scaled from a topographic map and have
 OX0554.an estimated accuracy of +/- 6 seconds.
 OX0554
 OX0554.The orthometric height was determined by differential leveling
 OX0554.and adjusted by the National Geodetic Survey in June 1991..
 OX0554
 OX0554.The geoid height was determined by GEOID03.
 OX0554
 OX0554.The dynamic height is computed by dividing the NAVD 88
 OX0554.geopotential number by the normal gravity value computed on the
 OX0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0554.degrees latitude (g = 980.6199 gals.).
 OX0554
 OX0554.The modeled gravity was interpolated from observed gravity values.
 OX0554
 OX0554;                    North         East    Units  Estimated Accuracy
 OX0554;SPC ID E     -   218,690.      238,020.      MT  (+/- 180 meters Scaled)
 OX0554
 OX0554                          SUPERSEDED SURVEY CONTROL
 OX0554
 OX0554  NGVD 29 (??/??/92) 1523.980  (m)         4999.92   (f) ADJ UNCH    2 0
 OX0554
 OX0554.Superseded values are not recommended for survey control.
 OX0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0554.See file dsdata.txt to determine how the superseded data were derived.
 OX0554
 OX0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP438315(NAD 83)
 OX0554_MARKER: S = SPIKE
 OX0554_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0554_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0554
 OX0554  HISTORY     - Date     Condition        Report By
 OX0554  HISTORY     - UNK      MONUMENTED       DOD
 OX0554  HISTORY     - 1945     GOOD             NGS
 OX0554
 OX0554                          STATION DESCRIPTION
 OX0554
 OX0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0554'1.3 MI NW FROM POPLAR.
 OX0554'1.3 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, SET
 OX0554'AT THE FIRST FARM HOUSE NORTH OF THE GREAT FEEDER CANAL HEADGATES,
 OX0554'ABOUT 110 FEET NORTH OF THE HOUSE, ABOUT 75 FEET EAST OF WIRE GATE, 27
 OX0554'FEET WEST OF CENTER-LINE OF THE ROAD.  A USE SPIKE CEMENTED IN A
 OX0554'2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0555 ***********************************************************************
 OX0555  DESIGNATION -  C 231 3
 OX0555  PID         -  OX0555
 OX0555  STATE/COUNTY-  ID/JEFFERSON
 OX0555  USGS QUAD   -  HEISE (1979)
 OX0555
 OX0555                         *CURRENT SURVEY CONTROL
 OX0555  ___________________________________________________________________
 OX0555* NAD 83(1986)-  43 38 12.     (N)    111 41 44.     (W)     SCALED    
 OX0555* NAVD 88     -      1524.482  (meters)    5001.57   (feet)  ADJUSTED  
 OX0555  ___________________________________________________________________
 OX0555  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 OX0555  DYNAMIC HT  -        1523.664 (meters)    4998.89  (feet)  COMP
 OX0555  MODELED GRAV-     980,029.1   (mgal)                       NAVD 88
 OX0555
 OX0555  VERT ORDER  -  SECOND    CLASS 0
 OX0555
 OX0555.The horizontal coordinates were scaled from a topographic map and have
 OX0555.an estimated accuracy of +/- 6 seconds.
 OX0555
 OX0555.The orthometric height was determined by differential leveling
 OX0555.and adjusted by the National Geodetic Survey in June 1991..
 OX0555
 OX0555.The geoid height was determined by GEOID03.
 OX0555
 OX0555.The dynamic height is computed by dividing the NAVD 88
 OX0555.geopotential number by the normal gravity value computed on the
 OX0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0555.degrees latitude (g = 980.6199 gals.).
 OX0555
 OX0555.The modeled gravity was interpolated from observed gravity values.
 OX0555
 OX0555;                    North         East    Units  Estimated Accuracy
 OX0555;SPC ID E     -   218,940.      238,010.      MT  (+/- 180 meters Scaled)
 OX0555
 OX0555                          SUPERSEDED SURVEY CONTROL
 OX0555
 OX0555  NGVD 29 (??/??/92) 1523.367  (m)         4997.91   (f) ADJ UNCH    2 0
 OX0555
 OX0555.Superseded values are not recommended for survey control.
 OX0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0555.See file dsdata.txt to determine how the superseded data were derived.
 OX0555
 OX0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP438317(NAD 83)
 OX0555_MARKER: S = SPIKE
 OX0555_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0555_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0555
 OX0555  HISTORY     - Date     Condition        Report By
 OX0555  HISTORY     - UNK      MONUMENTED       DOD
 OX0555  HISTORY     - 1945     GOOD             NGS
 OX0555
 OX0555                          STATION DESCRIPTION
 OX0555
 OX0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0555'1.5 MI NW FROM POPLAR.
 OX0555'1.5 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, SET
 OX0555'AT INTERSECTION OF ROADS, 49 FEET NORTH OF CENTER-LINE OF THE EAST END
 OX0555'OF SMALL BRIDGE, 38 FEET SOUTH OF CENTER-LINE OF SIDE ROAD LEADING
 OX0555'EAST, 18 FEET EAST OF CENTER-LINE OF MAIN ROAD.  A USE SPIKE CEMENTED
 OX0555'IN A 2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0556 ***********************************************************************
 OX0556  DESIGNATION -  C 231 4
 OX0556  PID         -  OX0556
 OX0556  STATE/COUNTY-  ID/JEFFERSON
 OX0556  USGS QUAD   -  HEISE (1979)
 OX0556
 OX0556                         *CURRENT SURVEY CONTROL
 OX0556  ___________________________________________________________________
 OX0556* NAD 83(1986)-  43 38 21.     (N)    111 41 57.     (W)     SCALED    
 OX0556* NAVD 88     -      1523.979  (meters)    4999.92   (feet)  ADJUSTED  
 OX0556  ___________________________________________________________________
 OX0556  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 OX0556  DYNAMIC HT  -        1523.163 (meters)    4997.24  (feet)  COMP
 OX0556  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 OX0556
 OX0556  VERT ORDER  -  SECOND    CLASS 0
 OX0556
 OX0556.The horizontal coordinates were scaled from a topographic map and have
 OX0556.an estimated accuracy of +/- 6 seconds.
 OX0556
 OX0556.The orthometric height was determined by differential leveling
 OX0556.and adjusted by the National Geodetic Survey in June 1991..
 OX0556
 OX0556.The geoid height was determined by GEOID03.
 OX0556
 OX0556.The dynamic height is computed by dividing the NAVD 88
 OX0556.geopotential number by the normal gravity value computed on the
 OX0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0556.degrees latitude (g = 980.6199 gals.).
 OX0556
 OX0556.The modeled gravity was interpolated from observed gravity values.
 OX0556
 OX0556;                    North         East    Units  Estimated Accuracy
 OX0556;SPC ID E     -   219,210.      237,720.      MT  (+/- 180 meters Scaled)
 OX0556
 OX0556                          SUPERSEDED SURVEY CONTROL
 OX0556
 OX0556  NGVD 29 (??/??/92) 1522.866  (m)         4996.27   (f) ADJ UNCH    2 0
 OX0556
 OX0556.Superseded values are not recommended for survey control.
 OX0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0556.See file dsdata.txt to determine how the superseded data were derived.
 OX0556
 OX0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP436320(NAD 83)
 OX0556_MARKER: S = SPIKE
 OX0556_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0556_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0556
 OX0556  HISTORY     - Date     Condition        Report By
 OX0556  HISTORY     - UNK      MONUMENTED       DOD
 OX0556  HISTORY     - 1945     GOOD             NGS
 OX0556
 OX0556                          STATION DESCRIPTION
 OX0556
 OX0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0556'1.7 MI NE FROM POPLAR.
 OX0556'1.7 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR,
 OX0556'ABOUT 300 FEET SOUTHEAST OF A GRAVEL PIT, ON THE SOUTHWEST SIDE OF
 OX0556'ROAD FROM A FAINT ROAD LEADING EAST INTO THE BRUSH, 41 FEET SOUTHWEST
 OX0556'OF CENTER-LINE OF ROAD.  A USE SPIKE CEMENTED IN A 2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0437 ***********************************************************************
 PY0437  DESIGNATION -  C 232
 PY0437  PID         -  PY0437
 PY0437  STATE/COUNTY-  ID/FREMONT
 PY0437  USGS QUAD   -  ISLAND PARK (1964)
 PY0437
 PY0437                         *CURRENT SURVEY CONTROL
 PY0437  ___________________________________________________________________
 PY0437* NAD 83(1986)-  44 28 10.     (N)    111 20 14.     (W)     SCALED    
 PY0437* NAVD 88     -      1931.439  (meters)    6336.73   (feet)  ADJUSTED  
 PY0437  ___________________________________________________________________
 PY0437  GEOID HEIGHT-          -9.31  (meters)                     GEOID03
 PY0437  DYNAMIC HT  -        1930.370 (meters)    6333.22  (feet)  COMP
 PY0437  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 PY0437
 PY0437  VERT ORDER  -  FIRST     CLASS II
 PY0437
 PY0437.The horizontal coordinates were scaled from a topographic map and have
 PY0437.an estimated accuracy of +/- 6 seconds.
 PY0437
 PY0437.The orthometric height was determined by differential leveling
 PY0437.and adjusted by the National Geodetic Survey in June 1991..
 PY0437
 PY0437.The geoid height was determined by GEOID03.
 PY0437
 PY0437.The dynamic height is computed by dividing the NAVD 88
 PY0437.geopotential number by the normal gravity value computed on the
 PY0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0437.degrees latitude (g = 980.6199 gals.).
 PY0437
 PY0437.The modeled gravity was interpolated from observed gravity values.
 PY0437
 PY0437;                    North         East    Units  Estimated Accuracy
 PY0437;SPC ID E     -   311,690.      266,000.      MT  (+/- 180 meters Scaled)
 PY0437
 PY0437                          SUPERSEDED SURVEY CONTROL
 PY0437
 PY0437  NGVD 29 (08/20/92) 1930.246  (m)         6332.82   (f) ADJUSTED    1 2
 PY0437
 PY0437.Superseded values are not recommended for survey control.
 PY0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0437.See file dsdata.txt to determine how the superseded data were derived.
 PY0437
 PY0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ731240(NAD 83)
 PY0437_MARKER: DB = BENCH MARK DISK
 PY0437_SETTING: 66 = SET IN ROCK OUTCROP
 PY0437_SP_SET: OUTCROP
 PY0437_STAMPING: C 232 1960
 PY0437_MARK LOGO: CGS   
 PY0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0437+STABILITY: POSITION/ELEVATION WELL
 PY0437
 PY0437  HISTORY     - Date     Condition        Report By
 PY0437  HISTORY     - 1960     MONUMENTED       CGS
 PY0437  HISTORY     - 1967     GOOD             NGS
 PY0437  HISTORY     - 1983     GOOD             NGS
 PY0437
 PY0437                          STATION DESCRIPTION
 PY0437
 PY0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0437'4.6 MI SW FROM BIG SPRINGS.
 PY0437'4.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0437'AT BIG SPRINGS, 22.8 FEET NORTHWEST OF THE WEST END OF 24-INCH PIPE
 PY0437'CULVERT 86.16, IN TOP OF A 6-BY 6-FOOT SLOPING OUTCROP PROJECTING FROM
 PY0437'THE SIDE OF A HILL, 42.7 FEET WEST OF THE WEST RAIL, 3 1/2 FEET
 PY0437'SOUTHEAST OF A 15-INCH PINE TREE, AND ABOUT 6 FEET LOWER THAN THE
 PY0437'TRACK.
 PY0437
 PY0437                          STATION RECOVERY (1967)
 PY0437
 PY0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0437'RECOVERED IN GOOD CONDITION.
 PY0437
 PY0437                          STATION RECOVERY (1983)
 PY0437
 PY0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0437'RECOVERED IN GOOD CONDITION.
 PY0437'NEW DESCRIPTION FOLLOWS.  42.9 KM (26.65 MI) SOUTHWESTERLY ALONG U.S.
 PY0437'HIGHWAY 20 FROM THE MUSEUM OF THE YELLOWSTONE IN WEST YELLOWSTONE,
 PY0437'THENCE 1.1 KM (0.7 MI) NORTHEAST ALONG A PAVED ROAD, THENCE 0.5 KM
 PY0437'(0.3 MI) SOUTHEAST ALONG A GRAVELED ROAD, THENCE 1.2 KM (0.75 MI)
 PY0437'NORTHEAST ALONG A DIRT ROAD, IN THE CENTER OF A 6 BY 6 FT EXPOSED AREA
 PY0437'OF BEDROCK AT THE NORTHEAST END OF A CUTBANK, 13.0 METERS (42.7 FT)
 PY0437'WEST OF THE CENTER OF THE ROAD, 2.1 METERS (6.9 FT) WEST OF THE WEST
 PY0437'END OF A 24-INCH CONCRETE PIPE CULVERT, AND 1.1 METERS (3.6 FT)
 PY0437'SOUTHEAST OF A 20-INCH PINE TREE.
 PY0437'THE MARK IS 1.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0029 ***********************************************************************
 QA0029  DESIGNATION -  C 233
 QA0029  PID         -  QA0029
 QA0029  STATE/COUNTY-  ID/CUSTER
 QA0029  USGS QUAD   -  BAYHORSE (1963)
 QA0029
 QA0029                         *CURRENT SURVEY CONTROL
 QA0029  ___________________________________________________________________
 QA0029* NAD 83(1986)-  44 29 45.     (N)    114 20 15.     (W)     SCALED    
 QA0029* NAVD 88     -      2136.467  (meters)    7009.39   (feet)  ADJUSTED  
 QA0029  ___________________________________________________________________
 QA0029  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 QA0029  DYNAMIC HT  -        2135.191 (meters)    7005.21  (feet)  COMP
 QA0029  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 QA0029
 QA0029  VERT ORDER  -  SECOND    CLASS 0
 QA0029
 QA0029.The horizontal coordinates were scaled from a topographic map and have
 QA0029.an estimated accuracy of +/- 6 seconds.
 QA0029
 QA0029.The orthometric height was determined by differential leveling
 QA0029.and adjusted by the National Geodetic Survey in June 1991..
 QA0029
 QA0029.The geoid height was determined by GEOID03.
 QA0029
 QA0029.The dynamic height is computed by dividing the NAVD 88
 QA0029.geopotential number by the normal gravity value computed on the
 QA0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0029.degrees latitude (g = 980.6199 gals.).
 QA0029
 QA0029.The modeled gravity was interpolated from observed gravity values.
 QA0029
 QA0029;                    North         East    Units  Estimated Accuracy
 QA0029;SPC ID C     -   314,340.      473,160.      MT  (+/- 180 meters Scaled)
 QA0029
 QA0029                          SUPERSEDED SURVEY CONTROL
 QA0029
 QA0029  NGVD 29 (??/??/92) 2135.138  (m)         7005.03   (f) ADJ UNCH    2 0
 QA0029
 QA0029.Superseded values are not recommended for survey control.
 QA0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0029.See file dsdata.txt to determine how the superseded data were derived.
 QA0029
 QA0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK116303(NAD 83)
 QA0029_MARKER: DB = BENCH MARK DISK
 QA0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0029_SP_SET: FOUNDATION
 QA0029_STAMPING: C 233 1960
 QA0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0029
 QA0029  HISTORY     - Date     Condition        Report By
 QA0029  HISTORY     - 1960     MONUMENTED       CGS
 QA0029
 QA0029                          STATION DESCRIPTION
 QA0029
 QA0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0029'6.65 MI W FROM CHALLIS.
 QA0029'6.65 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0029'AT CHALLIS, AT THE SUMMIT OF A GRADE, AT THE CHALLIS NATIONAL FOREST
 QA0029'BOUNDARY, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 QA0029'FOUNDATION OF A CATTLEGUARD, 4 1/2 FEET SOUTHWEST OF THE CENTER LINE
 QA0029'OF THE ROAD, 6.96 FEET SOUTHEAST OF BENCH MARK 22 JD (USGS), 1.0 FOOT
 QA0029'NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION, AND
 QA0029'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0159 ***********************************************************************
 QA0159  DESIGNATION -  C 234
 QA0159  PID         -  QA0159
 QA0159  STATE/COUNTY-  ID/CUSTER
 QA0159  USGS QUAD   -  CUSTER (1963)
 QA0159
 QA0159                         *CURRENT SURVEY CONTROL
 QA0159  ___________________________________________________________________
 QA0159* NAD 83(1986)-  44 24 45.     (N)    114 38 26.     (W)     SCALED    
 QA0159* NAVD 88     -      2068.076  (meters)    6785.01   (feet)  ADJUSTED  
 QA0159  ___________________________________________________________________
 QA0159  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 QA0159  DYNAMIC HT  -        2066.809 (meters)    6780.86  (feet)  COMP
 QA0159  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 QA0159
 QA0159  VERT ORDER  -  SECOND    CLASS 0
 QA0159
 QA0159.The horizontal coordinates were scaled from a topographic map and have
 QA0159.an estimated accuracy of +/- 6 seconds.
 QA0159
 QA0159.The orthometric height was determined by differential leveling
 QA0159.and adjusted by the National Geodetic Survey in June 1991..
 QA0159
 QA0159.The geoid height was determined by GEOID03.
 QA0159
 QA0159.The dynamic height is computed by dividing the NAVD 88
 QA0159.geopotential number by the normal gravity value computed on the
 QA0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0159.degrees latitude (g = 980.6199 gals.).
 QA0159
 QA0159.The modeled gravity was interpolated from observed gravity values.
 QA0159
 QA0159;                    North         East    Units  Estimated Accuracy
 QA0159;SPC ID C     -   305,230.      448,980.      MT  (+/- 180 meters Scaled)
 QA0159
 QA0159                          SUPERSEDED SURVEY CONTROL
 QA0159
 QA0159  NGVD 29 (??/??/92) 2066.726  (m)         6780.58   (f) ADJ UNCH    2 0
 QA0159
 QA0159.Superseded values are not recommended for survey control.
 QA0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0159.See file dsdata.txt to determine how the superseded data were derived.
 QA0159
 QA0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK878203(NAD 83)
 QA0159_MARKER: DB = BENCH MARK DISK
 QA0159_SETTING: 66 = SET IN ROCK OUTCROP
 QA0159_SP_SET: ROCK OUTCROP
 QA0159_STAMPING: C 234 1960
 QA0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0159+STABILITY: POSITION/ELEVATION WELL
 QA0159
 QA0159  HISTORY     - Date     Condition        Report By
 QA0159  HISTORY     - 1960     MONUMENTED       CGS
 QA0159
 QA0159                          STATION DESCRIPTION
 QA0159
 QA0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0159'14.15 MI NE FROM SUNBEAM.
 QA0159'14.15 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE
 QA0159'AND STORE AT SUNBEAM, AT THE CROSSING OF GREYLOCK CREEK, SET
 QA0159'VERTICALLY IN THE SOUTHEAST FACE OF A LARGE ROCK OUTCROP WHICH
 QA0159'PROJECTS ABOUT 5 FEET HIGHER THAN THE GROUND, 50 FEET WEST-NORTHWEST
 QA0159'OF THE CENTER LINE OF THE ROAD, 142 FEET NORTH-NORTHWEST OF THE
 QA0159'NORTHWEST CORNER OF A WOODEN BRIDGE OVER THE CREEK, 15.7 FEET
 QA0159'WEST-NORTHWEST OF A WITNESS POST, ABOUT 0.3 FOOT HIGHER THAN THE
 QA0159'GROUND, AND ABOUT 11 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0402 ***********************************************************************
 PY0402  DESIGNATION -  C 234
 PY0402  PID         -  PY0402
 PY0402  STATE/COUNTY-  ID/FREMONT
 PY0402  USGS QUAD   -  WARM RIVER (1965)
 PY0402
 PY0402                         *CURRENT SURVEY CONTROL
 PY0402  ___________________________________________________________________
 PY0402* NAD 83(1986)-  44 06 49.     (N)    111 19 36.     (W)     SCALED    
 PY0402* NAVD 88     -      1612.273  (meters)    5289.60   (feet)  POSTED    
 PY0402  ___________________________________________________________________
 PY0402  GEOID HEIGHT-         -10.14  (meters)                     GEOID03
 PY0402  DYNAMIC HT  -        1611.410 (meters)    5286.77  (feet)  COMP
 PY0402  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 PY0402
 PY0402  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0402
 PY0402.The horizontal coordinates were scaled from a topographic map and have
 PY0402.an estimated accuracy of +/- 6 seconds.
 PY0402
 PY0402.The orthometric height was determined by differential leveling
 PY0402.and adjusted by the National Geodetic Survey in 1992..
 PY0402.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0402.rate of 1.1 thru 2.0 mm/km.
 PY0402
 PY0402.The geoid height was determined by GEOID03.
 PY0402
 PY0402.The dynamic height is computed by dividing the NAVD 88
 PY0402.geopotential number by the normal gravity value computed on the
 PY0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0402.degrees latitude (g = 980.6199 gals.).
 PY0402
 PY0402.The modeled gravity was interpolated from observed gravity values.
 PY0402
 PY0402;                    North         East    Units  Estimated Accuracy
 PY0402;SPC ID E     -   272,160.      267,240.      MT  (+/- 180 meters Scaled)
 PY0402
 PY0402                          SUPERSEDED SURVEY CONTROL
 PY0402
 PY0402  NGVD 29 (??/??/92) 1611.144  (m)         5285.89   (f) ADJ UNCH    1 2
 PY0402
 PY0402.Superseded values are not recommended for survey control.
 PY0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0402.See file dsdata.txt to determine how the superseded data were derived.
 PY0402
 PY0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP738845(NAD 83)
 PY0402_MARKER: DD = SURVEY DISK
 PY0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0402_STAMPING: C 234 1946
 PY0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0402+STABILITY: SURFACE MOTION
 PY0402
 PY0402  HISTORY     - Date     Condition        Report By
 PY0402  HISTORY     - 1946     MONUMENTED       DOD
 PY0402  HISTORY     - 1960     GOOD             NGS
 PY0402  HISTORY     - 1981     GOOD             NGS
 PY0402
 PY0402                          STATION DESCRIPTION
 PY0402
 PY0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0402'7.45 MI NE FROM ASHTON.
 PY0402'7.45 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0402'AT ASHTON, 6 RAILS SOUTHWEST OF A POINT DIRECTLY UNDER THE CENTER OF
 PY0402'STATE HIGHWAY 47 CONCRETE OVERPASS OVER THE TRACK, 57.6 FEET NORTHWEST
 PY0402'OF THE NORTHWEST RAIL, 66 FEET SOUTHEAST OF THE CENTER LINE OF GRAVEL
 PY0402'ROAD, 138 FEET SOUTH OF THE CENTER OF THE ENTRANCE DOOR TO A DANCE
 PY0402'HALL, 131 FEET EAST-NORTHEAST OF POWER POLE B 140 SUPPORTING A
 PY0402'TRANSFORMER, 81 FEET NROTHEAST AND ACROSS THE TRACK FROM TELEPHONE
 PY0402'POLE 320, 0.8 FOOT NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER
 PY0402'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 PY0402'FOOT ABOVE THE GROUND.
 PY0402
 PY0402                          STATION RECOVERY (1981)
 PY0402
 PY0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PY0402'REACHED BY GOING EAST FROM THE POST OFFICE IN ASHTON, ON STATE
 PY0402'HIGHWAY 47, FOR 2.9 MILES TO A ROAD FORK, TURN LEFT AND GO DOWNHILL
 PY0402'0.15 MILE TO WHERE MAIN ROAD TURNS SHARP LEFT, TURN RIGHT AND FOLLOW
 PY0402'ALONG RAILROAD TRACKS 0.1 MILE TO END OF ROAD AND TRUCK TRAVEL. THE
 PY0402'MARK IS ABOUT 50 METERS EAST. IT IS 6 RAILS SOUTHWEST OF A POINT
 PY0402'DIRECTLY UNDER THE CENTER OF STATE HIGHWAY 47 OVERPASS OVER THE
 PY0402'TRACK, 17.56 METERS NORTHWEST OF THE NORTHWEST RAIL, 20 METERS SE OF
 PY0402'THE CENTER OF AN ABANDONED GRAVEL ROAD, 39.3 METERS ENE OF POWER POLE
 PY0402'NUMBER B 140 AND 18.62 METERS WEST OF BENCH MARK D 229 IDPW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0494 ***********************************************************************
 PY0494  DESIGNATION -  C 235
 PY0494  PID         -  PY0494
 PY0494  STATE/COUNTY-  ID/FREMONT
 PY0494  USGS QUAD   -  LAST CHANCE (1964)
 PY0494
 PY0494                         *CURRENT SURVEY CONTROL
 PY0494  ___________________________________________________________________
 PY0494* NAD 83(1986)-  44 21 54.     (N)    111 24 04.     (W)     SCALED    
 PY0494* NAVD 88     -      1877.349  (meters)    6159.27   (feet)  POSTED    
 PY0494  ___________________________________________________________________
 PY0494  GEOID HEIGHT-          -9.66  (meters)                     GEOID03
 PY0494  DYNAMIC HT  -        1876.310 (meters)    6155.86  (feet)  COMP
 PY0494  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 PY0494
 PY0494  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0494
 PY0494.The horizontal coordinates were scaled from a topographic map and have
 PY0494.an estimated accuracy of +/- 6 seconds.
 PY0494
 PY0494.The orthometric height was determined by differential leveling
 PY0494.and adjusted by the National Geodetic Survey in 1992..
 PY0494.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0494.rate of 3.1 thru 4.0 mm/km.
 PY0494
 PY0494.The geoid height was determined by GEOID03.
 PY0494
 PY0494.The dynamic height is computed by dividing the NAVD 88
 PY0494.geopotential number by the normal gravity value computed on the
 PY0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0494.degrees latitude (g = 980.6199 gals.).
 PY0494
 PY0494.The modeled gravity was interpolated from observed gravity values.
 PY0494
 PY0494;                    North         East    Units  Estimated Accuracy
 PY0494;SPC ID E     -   300,040.      261,020.      MT  (+/- 180 meters Scaled)
 PY0494
 PY0494                          SUPERSEDED SURVEY CONTROL
 PY0494
 PY0494  NGVD 29 (??/??/92) 1876.158  (m)         6155.36   (f) ADJ UNCH    2 0
 PY0494
 PY0494.Superseded values are not recommended for survey control.
 PY0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0494.See file dsdata.txt to determine how the superseded data were derived.
 PY0494
 PY0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ680124(NAD 83)
 PY0494_MARKER: DD = SURVEY DISK
 PY0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0494_STAMPING: C 235 1946
 PY0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0494+STABILITY: SURFACE MOTION
 PY0494
 PY0494  HISTORY     - Date     Condition        Report By
 PY0494  HISTORY     - 1946     MONUMENTED       DOD
 PY0494  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0494
 PY0494                          STATION DESCRIPTION
 PY0494
 PY0494'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0494'31.6 MI N FROM ASHTON.
 PY0494'31.6 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0494'3.6 MILES NORTH OF A ROAD LEADING WEST TO OSBORNE BRIDGE, 250 FEET
 PY0494'SOUTH OF LAST CHANCE CAFE, 36 FEET EAST OF THE HIGHWAY, AND 3 FEET
 PY0494'WEST OF A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY,
 PY0494'STANDARD DISK, STAMPED C 235 1946 AND SET IN THE TOP OF A CONCRETE
 PY0494'POST PROJECTING 0.3 FOOT ABOVE GROUND.
 PY0494
 PY0494                          STATION RECOVERY (1983)
 PY0494
 PY0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0246 ***********************************************************************
 RZ0246  DESIGNATION -  C 24
 RZ0246  PID         -  RZ0246
 RZ0246  STATE/COUNTY-  ID/NEZ PERCE
 RZ0246  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ0246
 RZ0246                         *CURRENT SURVEY CONTROL
 RZ0246  ___________________________________________________________________
 RZ0246* NAD 83(1986)-  46 20 53.     (N)    116 40 18.     (W)     SCALED    
 RZ0246* NAVD 88     -       732.754  (meters)    2404.04   (feet)  ADJUSTED  
 RZ0246  ___________________________________________________________________
 RZ0246  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 RZ0246  DYNAMIC HT  -         732.681 (meters)    2403.80  (feet)  COMP
 RZ0246  MODELED GRAV-     980,490.7   (mgal)                       NAVD 88
 RZ0246
 RZ0246  VERT ORDER  -  FIRST     CLASS II
 RZ0246
 RZ0246.The horizontal coordinates were scaled from a topographic map and have
 RZ0246.an estimated accuracy of +/- 6 seconds.
 RZ0246
 RZ0246.The orthometric height was determined by differential leveling
 RZ0246.and adjusted by the National Geodetic Survey in June 1991..
 RZ0246
 RZ0246.The geoid height was determined by GEOID03.
 RZ0246
 RZ0246.The dynamic height is computed by dividing the NAVD 88
 RZ0246.geopotential number by the normal gravity value computed on the
 RZ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0246.degrees latitude (g = 980.6199 gals.).
 RZ0246
 RZ0246.The modeled gravity was interpolated from observed gravity values.
 RZ0246
 RZ0246;                    North         East    Units  Estimated Accuracy
 RZ0246;SPC ID W     -   520,540.      729,060.      MT  (+/- 180 meters Scaled)
 RZ0246
 RZ0246                          SUPERSEDED SURVEY CONTROL
 RZ0246
 RZ0246  NGVD 29 (??/??/92)  731.710  (m)         2400.62   (f) ADJ UNCH    1 2
 RZ0246
 RZ0246.Superseded values are not recommended for survey control.
 RZ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0246.See file dsdata.txt to determine how the superseded data were derived.
 RZ0246
 RZ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM252327(NAD 83)
 RZ0246_MARKER: DB = BENCH MARK DISK
 RZ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0246_STAMPING: C 24 1933
 RZ0246_MARK LOGO: CGS   
 RZ0246_PROJECTION: RECESSED 20 CENTIMETERS
 RZ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0246+STABILITY: SURFACE MOTION
 RZ0246
 RZ0246  HISTORY     - Date     Condition        Report By
 RZ0246  HISTORY     - 1933     MONUMENTED       CGS
 RZ0246  HISTORY     - 1965     GOOD             NGS
 RZ0246  HISTORY     - 1982     GOOD             NGS
 RZ0246  HISTORY     - 1982     GOOD             USGS
 RZ0246
 RZ0246                          STATION DESCRIPTION
 RZ0246
 RZ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RZ0246'3.2 MI S FROM CULDESAC.
 RZ0246'3.2 MILES SOUTH ALONG A MACADAM ROAD FROM THE RAILROAD DEPOT AT
 RZ0246'CULDESAC, 0.15 MILE NORTHWEST OF THE RANCH BUILDINGS OCCUPIED BY MR.
 RZ0246'JOE HARRIS, 110 FEET SOUTH OF A METAL CULVERT UNDER THE MACADAM ROAD,
 RZ0246'32 FEET NORTHEAST OF THE CENTER OF THE ROAD AND 0.5 FOOT SOUTH OF A
 RZ0246'METAL WITNESS POST.  SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS
 RZ0246'4 INCHES BELOW THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE
 RZ0246'ROAD.
 RZ0246
 RZ0246                          STATION RECOVERY (1982)
 RZ0246
 RZ0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0246'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 RZ0246'FOLLOWS.  4.65 KM (2.9 MI) SOUTH ALONG THE NORTH-SOUTH HIGHWAY FROM
 RZ0246'THE JUNCTION OF US HIGHWAY 95 IN CULDESAC, 0.3 KM (0.2 MI) SOUTHEAST
 RZ0246'OF A POWER LINE CROSSING, 9.7 METERS (32 FT) EAST OF THE HIGHWAY
 RZ0246'CENTERLINE, 33.5 METERS (110 FT) SOUTH OF THE EAST END OF AN 18-INCH
 RZ0246'CORRUGATED METAL PIPE CULVERT.
 RZ0246'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 RZ0246'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RZ0246
 RZ0246                          STATION RECOVERY (1982)
 RZ0246
 RZ0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RZ0246'3.4 MILE SOUTHEAST ON OLD US HWY. 95 FROM THE CAMAS PRAIRIE RR
 RZ0246'CROSSING, 0.4 MI W. OF THE P.O. AT CULDESAC, NEZ PERCE CO., ON THE
 RZ0246'WINCHESTER GRADE, 550 FT. NORTH OF A HOUSE, 110 FT. SOUTH OF A
 RZ0246'CORRUGATED IRON CULVERT WITH A CONCRETE HEADWALL AT THE WEST END, 32
 RZ0246'FT. EAST OF THE CENTERLINE OF THE ROAD AND 1 FT. LOWER. A STANDARD
 RZ0246'DISK, STAMPED 'C 24 1933' AND SET IN THE TOP OF A CONCRETE POST LEVEL
 RZ0246'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0143 ***********************************************************************
 RZ0143  DESIGNATION -  C 25
 RZ0143  PID         -  RZ0143
 RZ0143  STATE/COUNTY-  ID/IDAHO
 RZ0143  USGS QUAD   -  COTTONWOOD (1981)
 RZ0143
 RZ0143                         *CURRENT SURVEY CONTROL
 RZ0143  ___________________________________________________________________
 RZ0143* NAD 83(1986)-  46 02 16.     (N)    116 19 37.     (W)     SCALED    
 RZ0143* NAVD 88     -      1044.098  (meters)    3425.51   (feet)  ADJUSTED  
 RZ0143  ___________________________________________________________________
 RZ0143  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 RZ0143  DYNAMIC HT  -        1043.914 (meters)    3424.91  (feet)  COMP
 RZ0143  MODELED GRAV-     980,402.5   (mgal)                       NAVD 88
 RZ0143
 RZ0143  VERT ORDER  -  FIRST     CLASS II
 RZ0143
 RZ0143.The horizontal coordinates were scaled from a topographic map and have
 RZ0143.an estimated accuracy of +/- 6 seconds.
 RZ0143
 RZ0143.The orthometric height was determined by differential leveling
 RZ0143.and adjusted by the National Geodetic Survey in June 1991..
 RZ0143
 RZ0143.The geoid height was determined by GEOID03.
 RZ0143
 RZ0143.The dynamic height is computed by dividing the NAVD 88
 RZ0143.geopotential number by the normal gravity value computed on the
 RZ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0143.degrees latitude (g = 980.6199 gals.).
 RZ0143
 RZ0143.The modeled gravity was interpolated from observed gravity values.
 RZ0143
 RZ0143;                    North         East    Units  Estimated Accuracy
 RZ0143;SPC ID W     -   485,800.      755,340.      MT  (+/- 180 meters Scaled)
 RZ0143
 RZ0143                          SUPERSEDED SURVEY CONTROL
 RZ0143
 RZ0143  NGVD 29 (??/??/92) 1043.041  (m)         3422.04   (f) ADJ UNCH    1 2
 RZ0143
 RZ0143.Superseded values are not recommended for survey control.
 RZ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0143.See file dsdata.txt to determine how the superseded data were derived.
 RZ0143
 RZ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL520984(NAD 83)
 RZ0143_MARKER: DB = BENCH MARK DISK
 RZ0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0143_SP_SET: MONUMENT
 RZ0143_STAMPING: C 25 1933
 RZ0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0143
 RZ0143  HISTORY     - Date     Condition        Report By
 RZ0143  HISTORY     - 1933     MONUMENTED       CGS
 RZ0143  HISTORY     - 1972     GOOD             NGS
 RZ0143  HISTORY     - 1982     MARK NOT FOUND   NGS
 RZ0143
 RZ0143                          STATION DESCRIPTION
 RZ0143
 RZ0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RZ0143'1.5 MI SE FROM COTTONWOOD.
 RZ0143'REACHED FROM THE INTERSECTION OF MAIN AND KING STREETS IN COTTONWOOD
 RZ0143'BY GOING SOUTHEAST ON MAIN STREET (OLD U.S. HIGHWAY 95) FOR 1.2 MILES
 RZ0143'TO A Y, KEEP RIGHT AND GO SOUTH 0.3 MILE TO A CROSSROAD AND A LARGE
 RZ0143'MEMORIAL MONUMENT IN THE SOUTHEAST QUADRANT AND THE BENCH MARK IN THE
 RZ0143'TOP OF THE CONCRETE BASE FOR THE MONUMENT.
 RZ0143
 RZ0143                          STATION RECOVERY (1982)
 RZ0143
 RZ0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0143'EVIDENCE WAS FOUND THAT THE BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0318 ***********************************************************************
 OH0318  DESIGNATION -  C 251
 OH0318  PID         -  OH0318
 OH0318  STATE/COUNTY-  ID/OWYHEE
 OH0318  USGS QUAD   -  JACKASS BUTTE (1992)
 OH0318
 OH0318                         *CURRENT SURVEY CONTROL
 OH0318  ___________________________________________________________________
 OH0318* NAD 83(1986)-  43 02 23.     (N)    116 12 41.     (W)     SCALED    
 OH0318* NAVD 88     -       735.488  (meters)    2413.01   (feet)  ADJUSTED  
 OH0318  ___________________________________________________________________
 OH0318  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 OH0318  DYNAMIC HT  -         735.190 (meters)    2412.04  (feet)  COMP
 OH0318  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 OH0318
 OH0318  VERT ORDER  -  SECOND    CLASS 0
 OH0318
 OH0318.The horizontal coordinates were scaled from a topographic map and have
 OH0318.an estimated accuracy of +/- 6 seconds.
 OH0318
 OH0318.The orthometric height was determined by differential leveling
 OH0318.and adjusted by the National Geodetic Survey in June 1991..
 OH0318
 OH0318.The geoid height was determined by GEOID03.
 OH0318
 OH0318.The dynamic height is computed by dividing the NAVD 88
 OH0318.geopotential number by the normal gravity value computed on the
 OH0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0318.degrees latitude (g = 980.6199 gals.).
 OH0318
 OH0318.The modeled gravity was interpolated from observed gravity values.
 OH0318
 OH0318;                    North         East    Units  Estimated Accuracy
 OH0318;SPC ID W     -   152,610.      762,410.      MT  (+/- 180 meters Scaled)
 OH0318
 OH0318                          SUPERSEDED SURVEY CONTROL
 OH0318
 OH0318  NGVD 29 (??/??/92)  734.622  (m)         2410.17   (f) ADJ UNCH    2 0
 OH0318
 OH0318.Superseded values are not recommended for survey control.
 OH0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0318.See file dsdata.txt to determine how the superseded data were derived.
 OH0318
 OH0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH642655(NAD 83)
 OH0318_MARKER: DB = BENCH MARK DISK
 OH0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0318_STAMPING: C 251 1961
 OH0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0318+STABILITY: SURFACE MOTION
 OH0318
 OH0318  HISTORY     - Date     Condition        Report By
 OH0318  HISTORY     - 1961     MONUMENTED       CGS
 OH0318
 OH0318                          STATION DESCRIPTION
 OH0318
 OH0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OH0318'7.1 MI NW FROM GRAND VIEW.
 OH0318'7.1 MILES NORTHWEST ALONG PAVED ROAD FROM THE GRAND VIEW JUNCTION TO
 OH0318'MURPHY, 76 FEET WEST OF CENTER OF SIDE ROAD, 36 FEET NORTH OF
 OH0318'CENTERLINE OF HIGHWAY, 1 FOOT LOWER THAN HIGHWAY, 2 FEET EAST OF
 OH0318'TELEPHONE NO. 3-110, 2 FEET WEST OF A WITNESS POST, SET IN TOP OF AN
 OH0318'11 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0049 ***********************************************************************
 RA0049  DESIGNATION -  C 26
 RA0049  PID         -  RA0049
 RA0049  STATE/COUNTY-  ID/IDAHO
 RA0049  USGS QUAD   -  LUCILE (1995)
 RA0049
 RA0049                         *CURRENT SURVEY CONTROL
 RA0049  ___________________________________________________________________
 RA0049* NAD 83(1986)-  45 37 22.     (N)    116 17 58.     (W)     SCALED    
 RA0049* NAVD 88     -       487.156  (meters)    1598.28   (feet)  ADJUSTED  
 RA0049  ___________________________________________________________________
 RA0049  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 RA0049  DYNAMIC HT  -         487.074 (meters)    1598.01  (feet)  COMP
 RA0049  MODELED GRAV-     980,434.1   (mgal)                       NAVD 88
 RA0049
 RA0049  VERT ORDER  -  FIRST     CLASS II
 RA0049
 RA0049.The horizontal coordinates were scaled from a topographic map and have
 RA0049.an estimated accuracy of +/- 6 seconds.
 RA0049
 RA0049.The orthometric height was determined by differential leveling
 RA0049.and adjusted by the National Geodetic Survey in June 1991..
 RA0049
 RA0049.The geoid height was determined by GEOID03.
 RA0049
 RA0049.The dynamic height is computed by dividing the NAVD 88
 RA0049.geopotential number by the normal gravity value computed on the
 RA0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0049.degrees latitude (g = 980.6199 gals.).
 RA0049
 RA0049.The modeled gravity was interpolated from observed gravity values.
 RA0049
 RA0049;                    North         East    Units  Estimated Accuracy
 RA0049;SPC ID W     -   439,660.      757,150.      MT  (+/- 180 meters Scaled)
 RA0049
 RA0049                          SUPERSEDED SURVEY CONTROL
 RA0049
 RA0049  NGVD 29 (??/??/92)  486.096  (m)         1594.80   (f) ADJ UNCH    1 2
 RA0049
 RA0049.Superseded values are not recommended for survey control.
 RA0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0049.See file dsdata.txt to determine how the superseded data were derived.
 RA0049
 RA0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL546523(NAD 83)
 RA0049_MARKER: DB = BENCH MARK DISK
 RA0049_SETTING: 66 = SET IN ROCK OUTCROP
 RA0049_SP_SET: BEDROCK
 RA0049_STAMPING: C 26 1933
 RA0049_MARK LOGO: CGS   
 RA0049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0049+STABILITY: POSITION/ELEVATION WELL
 RA0049
 RA0049  HISTORY     - Date     Condition        Report By
 RA0049  HISTORY     - 1933     MONUMENTED       CGS
 RA0049  HISTORY     - 1967     GOOD             NGS
 RA0049  HISTORY     - 1982     GOOD             NGS
 RA0049
 RA0049                          STATION DESCRIPTION
 RA0049
 RA0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0049'14.0 MI S FROM WHITE BIRD.
 RA0049'14.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE WHITE BIRD POST OFFICE
 RA0049'ON THE RIGHT-OF-WAY BETWEEN THE OLD HIGHWAY AND U.S. HIGHWAY 95, 400
 RA0049'FEET WEST OF WHERE THE HIGHWAYS WOULD JOIN, 350 FEET EAST OF A ROAD
 RA0049'THAT JOINS THE TWO ROADS, 150 FEET NORTH AND 20 FEET ABOVE THE
 RA0049'HIGHWAY, 27 FEET SOUTH OF THE CENTER OF THE OLD HIGHWAY AND LEVEL WITH
 RA0049'THE OLD HIGHWAY CEMENTED IN A DRILL HOLE IN BEDROCK.
 RA0049
 RA0049                          STATION RECOVERY (1982)
 RA0049
 RA0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0049'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.85 KM
 RA0049'(1.8 MI) SOUTH ALONG US HIGHWAY 95 FROM THE US FOREST SERVICE RANGER
 RA0049'STATION IN SLATE CREEK, IN TOP OF THE SOUTHEAST EDGE OF A 9- BY
 RA0049'12-FOOT GRANITE OUTCROP ON THE SOUTHWEST BANK OF THE OLD HIGHWAY ON
 RA0049'THE INSIDE OF THE SOUTHEAST END OF A CURVE, 0.55 KM (0.35 MI)
 RA0049'WEST-NORTHWEST OF MILEPOST 212, 47.9 METERS (157 FT) NORTH-NORTHEAST
 RA0049'OF THE HIGHWAY CENTERLINE, 93.0 METERS (305 FT) NORTHWEST OF THE
 RA0049'ABRUPT SOUTHEAST END OF THE OLD HIGHWAY, 96.9 METERS (318 FT)
 RA0049'SOUTHEAST OF THE CENTER OF AN ACCESS ROAD TO THE OLD HIGHWAY.
 RA0049'THE MARK IS 0.15 METERS  W FROM A WITNESS POST.
 RA0049'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0388 ***********************************************************************
 NT0388  DESIGNATION -  C 262
 NT0388  PID         -  NT0388
 NT0388  STATE/COUNTY-  ID/FRANKLIN
 NT0388  USGS QUAD   -  WESTON (1969)
 NT0388
 NT0388                         *CURRENT SURVEY CONTROL
 NT0388  ___________________________________________________________________
 NT0388* NAD 83(1986)-  42 05 29.     (N)    111 58 31.     (W)     SCALED    
 NT0388* NAVD 88     -      1445.293  (meters)    4741.77   (feet)  ADJUSTED  
 NT0388  ___________________________________________________________________
 NT0388  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NT0388  DYNAMIC HT  -        1444.302 (meters)    4738.51  (feet)  COMP
 NT0388  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 NT0388
 NT0388  VERT ORDER  -  FIRST     CLASS II
 NT0388
 NT0388.The horizontal coordinates were scaled from a topographic map and have
 NT0388.an estimated accuracy of +/- 6 seconds.
 NT0388
 NT0388.The orthometric height was determined by differential leveling
 NT0388.and adjusted by the National Geodetic Survey in June 1991..
 NT0388
 NT0388.The geoid height was determined by GEOID03.
 NT0388
 NT0388.The dynamic height is computed by dividing the NAVD 88
 NT0388.geopotential number by the normal gravity value computed on the
 NT0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0388.degrees latitude (g = 980.6199 gals.).
 NT0388
 NT0388.The modeled gravity was interpolated from observed gravity values.
 NT0388
 NT0388;                    North         East    Units  Estimated Accuracy
 NT0388;SPC ID E     -    47,190.      215,830.      MT  (+/- 180 meters Scaled)
 NT0388
 NT0388                          SUPERSEDED SURVEY CONTROL
 NT0388
 NT0388.No superseded survey control is available for this station.
 NT0388
 NT0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM193603(NAD 83)
 NT0388_MARKER: DB = BENCH MARK DISK
 NT0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0388_SP_SET: CONCRETE BASE
 NT0388_STAMPING: C-262 1937
 NT0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0388
 NT0388  HISTORY     - Date     Condition        Report By
 NT0388  HISTORY     - 1937     MONUMENTED       CGS
 NT0388
 NT0388                          STATION DESCRIPTION
 NT0388
 NT0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 NT0388'1.9 MI S FROM DAYTON.
 NT0388'1.9 MILES SOUTH OF, ALONG THE O.S.L.RR., FROM THE RAILWAY STATION.
 NT0388'MARK SET IN CONCRETE BASE OF SEMAPHORE 68.8.  3 POLES AND 40 FEET
 NT0388'NORTH OF MILE POLE NO. 69.  ABOUT 0.4 MILE SOUTH OF EAST-WEST GRAVELED
 NT0388'ROAD.  10 FEET WEST OF CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0389 ***********************************************************************
 NT0389  DESIGNATION -  C 262 RESET
 NT0389  PID         -  NT0389
 NT0389  STATE/COUNTY-  ID/FRANKLIN
 NT0389  USGS QUAD   -  WESTON (1969)
 NT0389
 NT0389                         *CURRENT SURVEY CONTROL
 NT0389  ___________________________________________________________________
 NT0389* NAD 83(1986)-  42 05 29.     (N)    111 58 31.     (W)     SCALED    
 NT0389* NAVD 88     -      1447.203  (meters)    4748.03   (feet)  ADJUSTED  
 NT0389  ___________________________________________________________________
 NT0389  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NT0389  DYNAMIC HT  -        1446.211 (meters)    4744.78  (feet)  COMP
 NT0389  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 NT0389
 NT0389  VERT ORDER  -  FIRST     CLASS I
 NT0389
 NT0389.The horizontal coordinates were scaled from a topographic map and have
 NT0389.an estimated accuracy of +/- 6 seconds.
 NT0389
 NT0389.The orthometric height was determined by differential leveling
 NT0389.and adjusted by the National Geodetic Survey in June 1991..
 NT0389
 NT0389.The geoid height was determined by GEOID03.
 NT0389
 NT0389.The dynamic height is computed by dividing the NAVD 88
 NT0389.geopotential number by the normal gravity value computed on the
 NT0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0389.degrees latitude (g = 980.6199 gals.).
 NT0389
 NT0389.The modeled gravity was interpolated from observed gravity values.
 NT0389
 NT0389;                    North         East    Units  Estimated Accuracy
 NT0389;SPC ID E     -    47,190.      215,830.      MT  (+/- 180 meters Scaled)
 NT0389
 NT0389                          SUPERSEDED SURVEY CONTROL
 NT0389
 NT0389  NGVD 29 (??/??/92) 1446.142  (m)         4744.55   (f) ADJ UNCH    1 1
 NT0389
 NT0389.Superseded values are not recommended for survey control.
 NT0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0389.See file dsdata.txt to determine how the superseded data were derived.
 NT0389
 NT0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM193603(NAD 83)
 NT0389_MARKER: DB = BENCH MARK DISK
 NT0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0389_STAMPING: C 262 1937 RESET 1950
 NT0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0389+STABILITY: SURFACE MOTION
 NT0389
 NT0389  HISTORY     - Date     Condition        Report By
 NT0389  HISTORY     - 1950     MONUMENTED       UPRR
 NT0389  HISTORY     - 1967     GOOD             NGS
 NT0389
 NT0389                          STATION DESCRIPTION
 NT0389
 NT0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0389'1.9 MI S FROM DAYTON.
 NT0389'1.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 NT0389'AND MILE POLE 71 AT DAYTON, 0.35 MILE SOUTH OF THE CROSSING OF A
 NT0389'GRAVELED ROAD, 3 POLES NORTH AND ACROSS THE TRACK FROM MILEPOLE 69, AT
 NT0389'AN OFF-SET IN THE EAST RAILROAD RIGHT-OF-WAY FENCE, 76.0 FEET EAST OF
 NT0389'THE EAST RAIL, 1.8 FEET SOUTH OF A FENCE, 1.8 FEET WEST OF A FENCE,
 NT0389'1.2 FEET NORTH OF A WITNESS POST, ABOUT 10 FEET HIGHER THAN THE TRACK,
 NT0389'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NT0389'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0759 ***********************************************************************
 NU0759  DESIGNATION -  C 263
 NU0759  PID         -  NU0759
 NU0759  STATE/COUNTY-  ID/POWER
 NU0759  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0759
 NU0759                         *CURRENT SURVEY CONTROL
 NU0759  ___________________________________________________________________
 NU0759* NAD 83(1986)-  42 45 12.     (N)    112 52 25.     (W)     SCALED    
 NU0759* NAVD 88     -      1343.568  (meters)    4408.02   (feet)  ADJUSTED  
 NU0759  ___________________________________________________________________
 NU0759  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 NU0759  DYNAMIC HT  -        1342.799 (meters)    4405.50  (feet)  COMP
 NU0759  MODELED GRAV-     980,001.3   (mgal)                       NAVD 88
 NU0759
 NU0759  VERT ORDER  -  FIRST     CLASS II
 NU0759
 NU0759.The horizontal coordinates were scaled from a topographic map and have
 NU0759.an estimated accuracy of +/- 6 seconds.
 NU0759
 NU0759.The orthometric height was determined by differential leveling
 NU0759.and adjusted by the National Geodetic Survey in June 1991..
 NU0759.WARNING-Repeat measurements at this control monument indicate possible
 NU0759.vertical movement.
 NU0759
 NU0759.The geoid height was determined by GEOID03.
 NU0759
 NU0759.The dynamic height is computed by dividing the NAVD 88
 NU0759.geopotential number by the normal gravity value computed on the
 NU0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0759.degrees latitude (g = 980.6199 gals.).
 NU0759
 NU0759.The modeled gravity was interpolated from observed gravity values.
 NU0759
 NU0759;                    North         East    Units  Estimated Accuracy
 NU0759;SPC ID E     -   120,940.      142,130.      MT  (+/- 180 meters Scaled)
 NU0759
 NU0759                          SUPERSEDED SURVEY CONTROL
 NU0759
 NU0759  NGVD 29 (??/??/92) 1342.537  (m)         4404.64   (f) ADJ UNCH    1 2
 NU0759
 NU0759.Superseded values are not recommended for survey control.
 NU0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0759.See file dsdata.txt to determine how the superseded data were derived.
 NU0759
 NU0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN466351(NAD 83)
 NU0759_MARKER: Z = SEE DESCRIPTION
 NU0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0759_STAMPING: C 263 1938
 NU0759_MARK LOGO: IDPWD 
 NU0759_PROJECTION: FLUSH
 NU0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0759+STABILITY: SURFACE MOTION
 NU0759
 NU0759  HISTORY     - Date     Condition        Report By
 NU0759  HISTORY     - 1938     MONUMENTED       IDPWD
 NU0759  HISTORY     - 1960     GOOD             NGS
 NU0759  HISTORY     - 1983     GOOD             NGS
 NU0759
 NU0759                          STATION DESCRIPTION
 NU0759
 NU0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0759'1.7 MI SW FROM AMERICAN FALLS.
 NU0759'3.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0759'FROM THE AMERICAN FALLS OVERPASS AND BEFORE REACHING THE ROCKLAND
 NU0759'OVERPASS, AT THE SOUTH SIDE OF A DEEP DRAW, 261 FEET SOUTHEAST FROM
 NU0759'THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE, 50 FEET NORTHWEST FROM
 NU0759'THE CENTERLINE OF THE OLD HIGHWAY, 31 FEET SOUTHEAST FROM THE RIGHT OF
 NU0759'WAY FENCE, 1.6 FEET SOUTHWEST FROM A METAL WITNESS POST WITH SIGN, SET
 NU0759'IN A PRECAST CONCRETE POST PROJECTING 7 INCHES ABOVE THE GROUND AND
 NU0759'ABOUT 10 FEET LOWER THAN THE SURFACE OF THE NEW HIGHWAY.
 NU0759
 NU0759                          STATION RECOVERY (1983)
 NU0759
 NU0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0759'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.8 KM
 NU0759'(3.0 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0759'HIGHWAY 39 AT AMERICAN FALLS, THENCE 0.8 KM (0.5 MI) NORTHEAST ALONG
 NU0759'OLD U.S. HIGHWAY 30, 0.2 KM (0.1 MI) SOUTHWEST OF A HIGHWAY TENSION
 NU0759'POWER LINE CROSSING, ON THE SOUTHWEST BANK OF FERRY HOLLOW,
 NU0759'15.2 METERS (50 FT) NORTHWEST OF THE HIGHWAY CENTERLINE AND 79.5
 NU0759'METERS (261 FT) SOUTHEAST OF THE EAST BOUND CENTERLINE OF INTERSTATE
 NU0759'86.
 NU0759'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 NU0759'THE MARK IS 0.4 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0198 ***********************************************************************
 RA0198  DESIGNATION -  C 27
 RA0198  PID         -  RA0198
 RA0198  STATE/COUNTY-  ID/IDAHO
 RA0198  USGS QUAD   -  BALLY MOUNTAIN (1963)
 RA0198
 RA0198                         *CURRENT SURVEY CONTROL
 RA0198  ___________________________________________________________________
 RA0198* NAD 83(1986)-  45 06 36.     (N)    116 18 06.     (W)     SCALED    
 RA0198* NAVD 88     -      1167.188  (meters)    3829.35   (feet)  ADJUSTED  
 RA0198  ___________________________________________________________________
 RA0198  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 RA0198  DYNAMIC HT  -        1166.776 (meters)    3828.00  (feet)  COMP
 RA0198  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 RA0198
 RA0198  VERT ORDER  -  FIRST     CLASS II
 RA0198
 RA0198.The horizontal coordinates were scaled from a topographic map and have
 RA0198.an estimated accuracy of +/- 6 seconds.
 RA0198
 RA0198.The orthometric height was determined by differential leveling
 RA0198.and adjusted by the National Geodetic Survey in June 1991..
 RA0198.WARNING-Repeat measurements at this control monument indicate possible
 RA0198.vertical movement.
 RA0198
 RA0198.The geoid height was determined by GEOID03.
 RA0198
 RA0198.The dynamic height is computed by dividing the NAVD 88
 RA0198.geopotential number by the normal gravity value computed on the
 RA0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0198.degrees latitude (g = 980.6199 gals.).
 RA0198
 RA0198.The modeled gravity was interpolated from observed gravity values.
 RA0198
 RA0198;                    North         East    Units  Estimated Accuracy
 RA0198;SPC ID W     -   382,680.      756,590.      MT  (+/- 180 meters Scaled)
 RA0198
 RA0198                          SUPERSEDED SURVEY CONTROL
 RA0198
 RA0198  NGVD 29 (??/??/92) 1166.068  (m)         3825.67   (f) ADJ UNCH    1 2
 RA0198
 RA0198.Superseded values are not recommended for survey control.
 RA0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0198.See file dsdata.txt to determine how the superseded data were derived.
 RA0198
 RA0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK549954(NAD 83)
 RA0198_MARKER: DB = BENCH MARK DISK
 RA0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0198_STAMPING: C 27 1933
 RA0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0198+STABILITY: SURFACE MOTION
 RA0198
 RA0198  HISTORY     - Date     Condition        Report By
 RA0198  HISTORY     - 1933     MONUMENTED       CGS
 RA0198  HISTORY     - 1966     MARK NOT FOUND   NGS
 RA0198  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0198
 RA0198                          STATION DESCRIPTION
 RA0198
 RA0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RA0198'9.9 MI N FROM NEW MEADOWS.
 RA0198'IN IDAHO COUNTY, 9.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE
 RA0198'BEAUMONT SCHOOL AT NEW MEADOWS, ADAMS COUNTY, 1.1 MILES SOUTH OF THE
 RA0198'STEEL BRIDGE OVER LITTLE SALMON RIVER, 350 FEET NORTH OF THE
 RA0198'ADAMS-IDAHO COUNTY LINE, 90 FEET SOUTH OF THE WEST CONCRETE HEADWALL
 RA0198'OF AN IRON-PIPE CULVERT, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RA0198'HIGHWAY, AND 28 FEET NORTH OF A 2 1/2 FOOT TWIN PINE TREE.  A STANDARD
 RA0198'DISK, STAMPED C 27 1933 AND SET IN THE TOP OF A CONCRETE POST
 RA0198'PROJECTING ABOUT 9 INCHES ABOVE GROUND.  NOTE-- THE HIGHWAY CENTER
 RA0198'LINE HAS BEEN CHANGED AT THIS MILEAGE AND THE MARK MAY HAVE BEEN
 RA0198'DISTURBED.
 RA0198
 RA0198                          STATION RECOVERY (1982)
 RA0198
 RA0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0198'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0031 ***********************************************************************
 QB0031  DESIGNATION -  C 28
 QB0031  PID         -  QB0031
 QB0031  STATE/COUNTY-  ID/ADAMS
 QB0031  USGS QUAD   -  COUNCIL (1986)
 QB0031
 QB0031                         *CURRENT SURVEY CONTROL
 QB0031  ___________________________________________________________________
 QB0031* NAD 83(1986)-  44 39 00.     (N)    116 27 17.     (W)     SCALED    
 QB0031* NAVD 88     -       918.280  (meters)    3012.72   (feet)  ADJUSTED  
 QB0031  ___________________________________________________________________
 QB0031  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 QB0031  DYNAMIC HT  -         918.005 (meters)    3011.82  (feet)  COMP
 QB0031  MODELED GRAV-     980,287.7   (mgal)                       NAVD 88
 QB0031
 QB0031  VERT ORDER  -  FIRST     CLASS II
 QB0031
 QB0031.The horizontal coordinates were scaled from a topographic map and have
 QB0031.an estimated accuracy of +/- 6 seconds.
 QB0031
 QB0031.The orthometric height was determined by differential leveling
 QB0031.and adjusted by the National Geodetic Survey in June 1991..
 QB0031.WARNING-Repeat measurements at this control monument indicate possible
 QB0031.vertical movement.
 QB0031
 QB0031.The geoid height was determined by GEOID03.
 QB0031
 QB0031.The dynamic height is computed by dividing the NAVD 88
 QB0031.geopotential number by the normal gravity value computed on the
 QB0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0031.degrees latitude (g = 980.6199 gals.).
 QB0031
 QB0031.The modeled gravity was interpolated from observed gravity values.
 QB0031
 QB0031;                    North         East    Units  Estimated Accuracy
 QB0031;SPC ID W     -   331,660.      744,100.      MT  (+/- 180 meters Scaled)
 QB0031
 QB0031                          SUPERSEDED SURVEY CONTROL
 QB0031
 QB0031.No superseded survey control is available for this station.
 QB0031
 QB0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK432442(NAD 83)
 QB0031_MARKER: DB = BENCH MARK DISK
 QB0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0031_STAMPING: C 28 1933
 QB0031_MARK LOGO: CGS   
 QB0031_PROJECTION: PROJECTING 20 CENTIMETERS
 QB0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0031+STABILITY: SURFACE MOTION
 QB0031
 QB0031  HISTORY     - Date     Condition        Report By
 QB0031  HISTORY     - 1933     MONUMENTED       CGS
 QB0031  HISTORY     - 1967     GOOD             NGS
 QB0031  HISTORY     - 1981     GOOD             NGS
 QB0031  HISTORY     - 1983     GOOD             NGS
 QB0031
 QB0031                          STATION DESCRIPTION
 QB0031
 QB0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0031'5.9 MI S FROM COUNCIL.
 QB0031'5.9 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT COUNCIL,
 QB0031'0.15 MILE SOUTH OF A SIDE ROAD WEST TO GOODRICH CREEK, 0.1 MILE NORTH
 QB0031'OF MILE POST NO. 134, 58 FEET EAST AND ACROSS THE HIGHWAY FROM A ROAD
 QB0031'SIGN, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF A
 QB0031'RIGHT-OF-WAY FENCE AND 0.5 FEET NORTH OF A METAL WITNESS POST SET INA
 QB0031'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES.
 QB0031
 QB0031                          STATION RECOVERY (1981)
 QB0031
 QB0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 QB0031'TO REACH FROM THE POST OFFICE IN COUNCIL, GO WEST ON CALIFORNIA AVE
 QB0031'FOR 0.05 MILE TURN LEFT ON HIGHWAY 95 AND GO 4.45 MILES TURN LEFT ON
 QB0031'TO OLD SECTION OF ROAD, PASS THROUGH GATE AND GO 0.3 MILE TO A FENCE
 QB0031'AND THE MARK ON THE LEFT. IT IS 10.6 METERS EAST OF THE CENTERLINE OF
 QB0031'THE OLD ROAD, 9.95 METERS NORTH OF A FENCE CORNER AND 0.33
 QB0031
 QB0031                          STATION RECOVERY (1983)
 QB0031
 QB0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0031'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.5 KM
 QB0031'(5.3 MI) SOUTH ALONG US HIGHWAY 95 FROM THE HIGH SCHOOL IN COUNCIL,
 QB0031'THENCE 0.4 KM (0.25 MI) SOUTH ALONG THE OLD HIGHWAY, 0.1 KM (0.05 MI)
 QB0031'EAST OF AND ABOUT 30 FEET BELOW THE NEW HIGHWAY, 10.3 METERS (34 FT)
 QB0031'EAST OF THE CENTERLINE OF THE OLD HIGHWAY, 15.8 METERS (52 FT) NORTH
 QB0031'OF THE EAST POST OF A WIRE GATE, 0.3 METER (1 FT) WEST OF A FENCE.
 QB0031'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QB0031'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0178 ***********************************************************************
 TO0178  DESIGNATION -  C 281
 TO0178  PID         -  TO0178
 TO0178  STATE/COUNTY-  ID/BONNER
 TO0178  USGS QUAD   -  SANDPOINT (1996)
 TO0178
 TO0178                         *CURRENT SURVEY CONTROL
 TO0178  ___________________________________________________________________
 TO0178* NAD 83(1986)-  48 15 59.     (N)    116 34 09.     (W)     SCALED    
 TO0178* NAVD 88     -       636.810  (meters)    2089.27   (feet)  ADJUSTED  
 TO0178  ___________________________________________________________________
 TO0178  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TO0178  DYNAMIC HT  -         636.859 (meters)    2089.43  (feet)  COMP
 TO0178  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 TO0178
 TO0178  VERT ORDER  -  FIRST     CLASS II
 TO0178
 TO0178.The horizontal coordinates were scaled from a topographic map and have
 TO0178.an estimated accuracy of +/- 6 seconds.
 TO0178
 TO0178.The orthometric height was determined by differential leveling
 TO0178.and adjusted by the National Geodetic Survey in June 1991..
 TO0178
 TO0178.The geoid height was determined by GEOID03.
 TO0178
 TO0178.The dynamic height is computed by dividing the NAVD 88
 TO0178.geopotential number by the normal gravity value computed on the
 TO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0178.degrees latitude (g = 980.6199 gals.).
 TO0178
 TO0178.The modeled gravity was interpolated from observed gravity values.
 TO0178
 TO0178;                    North         East    Units  Estimated Accuracy
 TO0178;SPC ID W     -   733,710.      739,190.      MT  (+/- 180 meters Scaled)
 TO0178
 TO0178                          SUPERSEDED SURVEY CONTROL
 TO0178
 TO0178  NGVD 29 (??/??/92)  635.623  (m)         2085.37   (f) ADJ UNCH    1 2
 TO0178
 TO0178.Superseded values are not recommended for survey control.
 TO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0178.See file dsdata.txt to determine how the superseded data were derived.
 TO0178
 TO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP319459(NAD 83)
 TO0178_MARKER: DB = BENCH MARK DISK
 TO0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0178_STAMPING: C 281 1942
 TO0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0178+STABILITY: SURFACE MOTION
 TO0178
 TO0178  HISTORY     - Date     Condition        Report By
 TO0178  HISTORY     - 1942     MONUMENTED       CGS
 TO0178  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0178
 TO0178                          STATION DESCRIPTION
 TO0178
 TO0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0178'1.0 MI SW FROM SANDPOINT.
 TO0178'1.0 MILE SOUTH WEST ALONG S.I. RR. ALONG THE RAILROAD FROM THE
 TO0178'SPOKANE-INTERNATIONAL DEPOT, AT THE FOREST SUPERVISOR BUILDING, 120
 TO0178'FEET SOUTH OF THE FRONT ENTRANCE, 40 FEET EAST OF THE CENTER LINE OF
 TO0178'HIGHWAY, 15 FEET EAST OF THE SOUTH END OF A SMALL CULVERT.  WITNESS
 TO0178'POST SET.  STAMPED C 281 1942.
 TO0178
 TO0178                          STATION RECOVERY (1980)
 TO0178
 TO0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0178'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0206 ***********************************************************************
 TO0206  DESIGNATION -  C 282
 TO0206  PID         -  TO0206
 TO0206  STATE/COUNTY-  ID/BONNER
 TO0206  USGS QUAD   -  PRIEST RIVER (1996)
 TO0206
 TO0206                         *CURRENT SURVEY CONTROL
 TO0206  ___________________________________________________________________
 TO0206* NAD 83(1986)-  48 10 42.     (N)    116 59 35.     (W)     SCALED    
 TO0206* NAVD 88     -       632.901  (meters)    2076.44   (feet)  ADJUSTED  
 TO0206  ___________________________________________________________________
 TO0206  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TO0206  DYNAMIC HT  -         632.958 (meters)    2076.63  (feet)  COMP
 TO0206  MODELED GRAV-     980,681.9   (mgal)                       NAVD 88
 TO0206
 TO0206  VERT ORDER  -  FIRST     CLASS II
 TO0206
 TO0206.The horizontal coordinates were scaled from a topographic map and have
 TO0206.an estimated accuracy of +/- 6 seconds.
 TO0206
 TO0206.The orthometric height was determined by differential leveling
 TO0206.and adjusted by the National Geodetic Survey in June 1991..
 TO0206.WARNING-Repeat measurements at this control monument indicate possible
 TO0206.vertical movement.
 TO0206
 TO0206.The geoid height was determined by GEOID03.
 TO0206
 TO0206.The dynamic height is computed by dividing the NAVD 88
 TO0206.geopotential number by the normal gravity value computed on the
 TO0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0206.degrees latitude (g = 980.6199 gals.).
 TO0206
 TO0206.The modeled gravity was interpolated from observed gravity values.
 TO0206
 TO0206;                    North         East    Units  Estimated Accuracy
 TO0206;SPC ID W     -   724,340.      707,560.      MT  (+/- 180 meters Scaled)
 TO0206
 TO0206                          SUPERSEDED SURVEY CONTROL
 TO0206
 TO0206  NGVD 29 (??/??/92)  631.713  (m)         2072.55   (f) ADJ UNCH    1 2
 TO0206
 TO0206.Superseded values are not recommended for survey control.
 TO0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0206.See file dsdata.txt to determine how the superseded data were derived.
 TO0206
 TO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP005361(NAD 83)
 TO0206_MARKER: DB = BENCH MARK DISK
 TO0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TO0206_SP_SET: BRIDGE
 TO0206_STAMPING: C 282 1942
 TO0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0206
 TO0206  HISTORY     - Date     Condition        Report By
 TO0206  HISTORY     - 1942     MONUMENTED       CGS
 TO0206  HISTORY     - 1980     GOOD             NGS
 TO0206
 TO0206                          STATION DESCRIPTION
 TO0206
 TO0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0206'4.2 MI W FROM PRIEST RIVER.
 TO0206'LOCATED AT THE NORTHEAST END OF THE RAILROAD TRESTLE OVER THE PEND
 TO0206'ORIELLE RIVER AT ALBANY FALLS, 9 FEET BELOW THE TRACK AND 4 FEET NORTH
 TO0206'OF A GIRDER.  STAMPED C 282 1942.
 TO0206
 TO0206                          STATION RECOVERY (1980)
 TO0206
 TO0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0206'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0252 ***********************************************************************
 TO0252  DESIGNATION -  C 283
 TO0252  PID         -  TO0252
 TO0252  STATE/COUNTY-  ID/BONNER
 TO0252  USGS QUAD   -  PRIEST RIVER (1996)
 TO0252
 TO0252                         *CURRENT SURVEY CONTROL
 TO0252  ___________________________________________________________________
 TO0252* NAD 83(1986)-  48 13 34.     (N)    116 54 17.     (W)     SCALED    
 TO0252* NAVD 88     -       643.983  (meters)    2112.80   (feet)  ADJUSTED  
 TO0252  ___________________________________________________________________
 TO0252  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TO0252  DYNAMIC HT  -         644.039 (meters)    2112.98  (feet)  COMP
 TO0252  MODELED GRAV-     980,678.1   (mgal)                       NAVD 88
 TO0252
 TO0252  VERT ORDER  -  FIRST     CLASS II
 TO0252
 TO0252.The horizontal coordinates were scaled from a topographic map and have
 TO0252.an estimated accuracy of +/- 6 seconds.
 TO0252
 TO0252.The orthometric height was determined by differential leveling
 TO0252.and adjusted by the National Geodetic Survey in June 1991..
 TO0252
 TO0252.The geoid height was determined by GEOID03.
 TO0252
 TO0252.The dynamic height is computed by dividing the NAVD 88
 TO0252.geopotential number by the normal gravity value computed on the
 TO0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0252.degrees latitude (g = 980.6199 gals.).
 TO0252
 TO0252.The modeled gravity was interpolated from observed gravity values.
 TO0252
 TO0252;                    North         East    Units  Estimated Accuracy
 TO0252;SPC ID W     -   729,550.      714,210.      MT  (+/- 180 meters Scaled)
 TO0252
 TO0252                          SUPERSEDED SURVEY CONTROL
 TO0252
 TO0252  NGVD 29 (??/??/92)  642.797  (m)         2108.91   (f) ADJ UNCH    1 2
 TO0252
 TO0252.Superseded values are not recommended for survey control.
 TO0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0252.See file dsdata.txt to determine how the superseded data were derived.
 TO0252
 TO0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP070414(NAD 83)
 TO0252_MARKER: DB = BENCH MARK DISK
 TO0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0252_STAMPING: C 283 1942
 TO0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0252+STABILITY: SURFACE MOTION
 TO0252
 TO0252  HISTORY     - Date     Condition        Report By
 TO0252  HISTORY     - 1942     MONUMENTED       CGS
 TO0252  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0252  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0252
 TO0252                          STATION DESCRIPTION
 TO0252
 TO0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0252'3.9 MI N FROM PRIEST RIVER.
 TO0252'ABOUT 3.9 MILES NORTH OF PRIEST RIVER CITY HALL, BONNER COUNTY, ON
 TO0252'WEST BRANCH ROAD, AT JUNCTION OF WEST BRANCH ROAD AND PENINSULA ROAD
 TO0252'TO PRIEST RIVER EXPERIMENTAL STATION, 50 FEET EAST CENTERLINE WEST
 TO0252'BRANCH ROAD, 35 FEET NORTH CENTERLINE PENINSULA ROAD, 5 FEET WEST OF A
 TO0252'3-FOOT STUMP.  WITNESS POST SET.  STAMPED C 283 1942.  NOTE-- RD
 TO0252'CONSTR IN AREA.
 TO0252
 TO0252                          STATION RECOVERY (1967)
 TO0252
 TO0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0252'MARK NOT FOUND.
 TO0252
 TO0252                          STATION RECOVERY (1980)
 TO0252
 TO0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0252'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0295 ***********************************************************************
 TO0295  DESIGNATION -  C 284
 TO0295  PID         -  TO0295
 TO0295  STATE/COUNTY-  ID/BONNER
 TO0295  USGS QUAD   -  PRATER MTN (1996)
 TO0295
 TO0295                         *CURRENT SURVEY CONTROL
 TO0295  ___________________________________________________________________
 TO0295* NAD 83(1986)-  48 15 18.     (N)    116 51 06.     (W)     SCALED    
 TO0295* NAVD 88     -       725.005  (meters)    2378.62   (feet)  ADJUSTED  
 TO0295  ___________________________________________________________________
 TO0295  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TO0295  DYNAMIC HT  -         725.047 (meters)    2378.76  (feet)  COMP
 TO0295  MODELED GRAV-     980,644.9   (mgal)                       NAVD 88
 TO0295
 TO0295  VERT ORDER  -  FIRST     CLASS II
 TO0295
 TO0295.The horizontal coordinates were scaled from a topographic map and have
 TO0295.an estimated accuracy of +/- 6 seconds.
 TO0295
 TO0295.The orthometric height was determined by differential leveling
 TO0295.and adjusted by the National Geodetic Survey in June 1991..
 TO0295
 TO0295.The geoid height was determined by GEOID03.
 TO0295
 TO0295.The dynamic height is computed by dividing the NAVD 88
 TO0295.geopotential number by the normal gravity value computed on the
 TO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0295.degrees latitude (g = 980.6199 gals.).
 TO0295
 TO0295.The modeled gravity was interpolated from observed gravity values.
 TO0295
 TO0295;                    North         East    Units  Estimated Accuracy
 TO0295;SPC ID W     -   732,710.      718,200.      MT  (+/- 180 meters Scaled)
 TO0295
 TO0295                          SUPERSEDED SURVEY CONTROL
 TO0295
 TO0295  NGVD 29 (??/??/92)  723.803  (m)         2374.68   (f) ADJ UNCH    1 2
 TO0295
 TO0295.Superseded values are not recommended for survey control.
 TO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0295.See file dsdata.txt to determine how the superseded data were derived.
 TO0295
 TO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP110446(NAD 83)
 TO0295_MARKER: DB = BENCH MARK DISK
 TO0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0295_STAMPING: C 284 1942
 TO0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0295+STABILITY: SURFACE MOTION
 TO0295
 TO0295  HISTORY     - Date     Condition        Report By
 TO0295  HISTORY     - 1942     MONUMENTED       CGS
 TO0295
 TO0295                          STATION DESCRIPTION
 TO0295
 TO0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0295'6.05 MI N FROM PRIEST RIVER.
 TO0295'6.05 MILES NORTH, ON EASTERN SHORT ROUTE TO COOLIN.  SET ON THE INSIDE
 TO0295'OF A FENCE CORNER, 50 FEET WEST OF THE ROAD, 30 FEET NORTH OF AN OLD
 TO0295'ROAD TO THE WEST, OPPOSITE THE ENTRANCE OF THE PINE CREEK, BLUE LAKE,
 TO0295'ROAD.  5 FEET NORTHWEST OF THE CORNER OF THE FENCE, SET ON A LEVEL
 TO0295'WITH THE ROADS.  WITNESS POST SET.  STAMPED C 284 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0353 ***********************************************************************
 SV0353  DESIGNATION -  C 286
 SV0353  PID         -  SV0353
 SV0353  STATE/COUNTY-  ID/KOOTENAI
 SV0353  USGS QUAD   -  SPIRIT LAKE EAST (1996)
 SV0353
 SV0353                         *CURRENT SURVEY CONTROL
 SV0353  ___________________________________________________________________
 SV0353* NAD 83(1986)-  47 53 31.     (N)    116 45 41.     (W)     SCALED    
 SV0353* NAVD 88     -       723.845  (meters)    2374.81   (feet)  ADJUSTED  
 SV0353  ___________________________________________________________________
 SV0353  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 SV0353  DYNAMIC HT  -         723.882 (meters)    2374.94  (feet)  COMP
 SV0353  MODELED GRAV-     980,639.5   (mgal)                       NAVD 88
 SV0353
 SV0353  VERT ORDER  -  FIRST     CLASS II
 SV0353
 SV0353.The horizontal coordinates were scaled from a topographic map and have
 SV0353.an estimated accuracy of +/- 6 seconds.
 SV0353
 SV0353.The orthometric height was determined by differential leveling
 SV0353.and adjusted by the National Geodetic Survey in June 1991..
 SV0353
 SV0353.The geoid height was determined by GEOID03.
 SV0353
 SV0353.The dynamic height is computed by dividing the NAVD 88
 SV0353.geopotential number by the normal gravity value computed on the
 SV0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0353.degrees latitude (g = 980.6199 gals.).
 SV0353
 SV0353.The modeled gravity was interpolated from observed gravity values.
 SV0353
 SV0353;                    North         East    Units  Estimated Accuracy
 SV0353;SPC ID W     -   692,250.      724,370.      MT  (+/- 180 meters Scaled)
 SV0353
 SV0353                          SUPERSEDED SURVEY CONTROL
 SV0353
 SV0353  NGVD 29 (??/??/92)  722.661  (m)         2370.93   (f) ADJ UNCH    1 2
 SV0353
 SV0353.Superseded values are not recommended for survey control.
 SV0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0353.See file dsdata.txt to determine how the superseded data were derived.
 SV0353
 SV0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP178043(NAD 83)
 SV0353_MARKER: DB = BENCH MARK DISK
 SV0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0353_STAMPING: C 286 1944
 SV0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0353+STABILITY: SURFACE MOTION
 SV0353
 SV0353  HISTORY     - Date     Condition        Report By
 SV0353  HISTORY     - 1944     MONUMENTED       CGS
 SV0353
 SV0353                          STATION DESCRIPTION
 SV0353
 SV0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SV0353'4.4 MI SW FROM ATHOL.
 SV0353'4.4 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0353'STATION AT ATHOL, SET BETWEEN THE TRACK AND THE ROAD PARALLELING
 SV0353'TRACK, BETWEEN THE THIRD AND FOURTH POLES SOUTHWEST OF A ROAD
 SV0353'CROSSING, AT MILEPOST NO. 36, 49.5 FEET NORTH OF THE MILEPOST, 70 FEET
 SV0353'SOUTHEAST OF CENTER-LINE OF THE ROAD, 51.5 FEET NORTHWEST OF NORTHWEST
 SV0353'RAIL OF TRACK, 2.4 FEET SOUTHWEST OF REFERENCE POST, IN LINE WITH THE
 SV0353'POLES.  A BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE
 SV0353'FIELD AND PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0149 ***********************************************************************
 TO0149  DESIGNATION -  C 287
 TO0149  PID         -  TO0149
 TO0149  STATE/COUNTY-  ID/BONNER
 TO0149  USGS QUAD   -  TROUT PEAK (1989)
 TO0149
 TO0149                         *CURRENT SURVEY CONTROL
 TO0149  ___________________________________________________________________
 TO0149* NAD 83(1986)-  48 17 52.     (N)    116 22 03.     (W)     SCALED    
 TO0149* NAVD 88     -       633.429  (meters)    2078.18   (feet)  ADJUSTED  
 TO0149  ___________________________________________________________________
 TO0149  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TO0149  DYNAMIC HT  -         633.472 (meters)    2078.32  (feet)  COMP
 TO0149  MODELED GRAV-     980,659.8   (mgal)                       NAVD 88
 TO0149
 TO0149  VERT ORDER  -  FIRST     CLASS II
 TO0149
 TO0149.The horizontal coordinates were scaled from a topographic map and have
 TO0149.an estimated accuracy of +/- 6 seconds.
 TO0149
 TO0149.The orthometric height was determined by differential leveling
 TO0149.and adjusted by the National Geodetic Survey in June 1991..
 TO0149
 TO0149.The geoid height was determined by GEOID03.
 TO0149
 TO0149.The dynamic height is computed by dividing the NAVD 88
 TO0149.geopotential number by the normal gravity value computed on the
 TO0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0149.degrees latitude (g = 980.6199 gals.).
 TO0149
 TO0149.The modeled gravity was interpolated from observed gravity values.
 TO0149
 TO0149;                    North         East    Units  Estimated Accuracy
 TO0149;SPC ID W     -   737,060.      754,190.      MT  (+/- 180 meters Scaled)
 TO0149
 TO0149                          SUPERSEDED SURVEY CONTROL
 TO0149
 TO0149  NGVD 29 (??/??/92)  632.247  (m)         2074.30   (f) ADJ UNCH    1 2
 TO0149
 TO0149.Superseded values are not recommended for survey control.
 TO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0149.See file dsdata.txt to determine how the superseded data were derived.
 TO0149
 TO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP469495(NAD 83)
 TO0149_MARKER: DB = BENCH MARK DISK
 TO0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TO0149_SP_SET: ABUTMENT
 TO0149_STAMPING: C 287 1944
 TO0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0149
 TO0149  HISTORY     - Date     Condition        Report By
 TO0149  HISTORY     - 1944     MONUMENTED       CGS
 TO0149
 TO0149                          STATION DESCRIPTION
 TO0149
 TO0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0149'4.5 MI NW FROM HOPE.
 TO0149'ABOUT 4.5 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TO0149'STATION AT HOPE, BONNER COUNTY, ABOUT 8 RAILS EAST OF MILEPOST 108, AT
 TO0149'BRIDGE 107 OVER PACK RIVER, IN THE BRIDGE SEAT OF THE EAST ABUTMENT,
 TO0149'1.5 FEET SOUTH OF THE NORTH END, 1 FOOT EAST OF THE WEST EDGE, AND
 TO0149'ABOUT 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 287
 TO0149'1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0005 ***********************************************************************
 TO0005  DESIGNATION -  C 288
 TO0005  PID         -  TO0005
 TO0005  STATE/COUNTY-  ID/BOUNDARY
 TO0005  USGS QUAD   -  NAPLES (1996)
 TO0005
 TO0005                         *CURRENT SURVEY CONTROL
 TO0005  ___________________________________________________________________
 TO0005* NAD 83(1986)-  48 32 56.     (N)    116 23 43.     (W)     SCALED    
 TO0005* NAVD 88     -       647.293  (meters)    2123.66   (feet)  ADJUSTED  
 TO0005  ___________________________________________________________________
 TO0005  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TO0005  DYNAMIC HT  -         647.343 (meters)    2123.82  (feet)  COMP
 TO0005  MODELED GRAV-     980,667.2   (mgal)                       NAVD 88
 TO0005
 TO0005  VERT ORDER  -  FIRST     CLASS II
 TO0005
 TO0005.The horizontal coordinates were scaled from a topographic map and have
 TO0005.an estimated accuracy of +/- 6 seconds.
 TO0005
 TO0005.The orthometric height was determined by differential leveling
 TO0005.and adjusted by the National Geodetic Survey in June 1991..
 TO0005
 TO0005.The geoid height was determined by GEOID03.
 TO0005
 TO0005.The dynamic height is computed by dividing the NAVD 88
 TO0005.geopotential number by the normal gravity value computed on the
 TO0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0005.degrees latitude (g = 980.6199 gals.).
 TO0005
 TO0005.The modeled gravity was interpolated from observed gravity values.
 TO0005
 TO0005;                    North         East    Units  Estimated Accuracy
 TO0005;SPC ID W     -   765,000.      752,360.      MT  (+/- 180 meters Scaled)
 TO0005
 TO0005                          SUPERSEDED SURVEY CONTROL
 TO0005
 TO0005  NGVD 29 (??/??/92)  646.101  (m)         2119.75   (f) ADJ UNCH    1 2
 TO0005
 TO0005.Superseded values are not recommended for survey control.
 TO0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0005.See file dsdata.txt to determine how the superseded data were derived.
 TO0005
 TO0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP446774(NAD 83)
 TO0005_MARKER: DB = BENCH MARK DISK
 TO0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0005_STAMPING: C 288 1944
 TO0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0005+STABILITY: SURFACE MOTION
 TO0005
 TO0005  HISTORY     - Date     Condition        Report By
 TO0005  HISTORY     - 1944     MONUMENTED       CGS
 TO0005
 TO0005                          STATION DESCRIPTION
 TO0005
 TO0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0005'1.6 MI S FROM NAPLES.
 TO0005'1.6 MILES SOUTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 TO0005'STATION AT NAPLES, 2 POLES NORTHEAST OF MILEPOST NO. 96, 26.4 FEET
 TO0005'NORTHWEST OF NORTHWEST RAIL OF TRACK, 14 FEET SOUTHWEST OF THE SECOND
 TO0005'POLE NORTHEAST OF THE MILEPOST, 2 FEET SOUTHWEST OF REFERENCE POST, 1
 TO0005'FOOT ABOVE TRACK LEVEL.  IRON BENCH MARK DISK SET IN TOP OF CONCRETE
 TO0005'POST PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0066 ***********************************************************************
 QZ0066  DESIGNATION -  C 291
 QZ0066  PID         -  QZ0066
 QZ0066  STATE/COUNTY-  ID/LEMHI
 QZ0066  USGS QUAD   -  PINE CREEK RAPIDS (1991)
 QZ0066
 QZ0066                         *CURRENT SURVEY CONTROL
 QZ0066  ___________________________________________________________________
 QZ0066* NAD 83(1986)-  45 22 05.     (N)    114 17 37.     (W)     SCALED    
 QZ0066* NAVD 88     -      1032.008  (meters)    3385.85   (feet)  ADJUSTED  
 QZ0066  ___________________________________________________________________
 QZ0066  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 QZ0066  DYNAMIC HT  -        1031.618 (meters)    3384.57  (feet)  COMP
 QZ0066  MODELED GRAV-     980,205.5   (mgal)                       NAVD 88
 QZ0066
 QZ0066  VERT ORDER  -  SECOND    CLASS 0
 QZ0066
 QZ0066.The horizontal coordinates were scaled from a topographic map and have
 QZ0066.an estimated accuracy of +/- 6 seconds.
 QZ0066
 QZ0066.The orthometric height was determined by differential leveling
 QZ0066.and adjusted by the National Geodetic Survey in June 1991..
 QZ0066
 QZ0066.The geoid height was determined by GEOID03.
 QZ0066
 QZ0066.The dynamic height is computed by dividing the NAVD 88
 QZ0066.geopotential number by the normal gravity value computed on the
 QZ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0066.degrees latitude (g = 980.6199 gals.).
 QZ0066
 QZ0066.The modeled gravity was interpolated from observed gravity values.
 QZ0066
 QZ0066;                    North         East    Units  Estimated Accuracy
 QZ0066;SPC ID C     -   411,260.      477,000.      MT  (+/- 180 meters Scaled)
 QZ0066
 QZ0066                          SUPERSEDED SURVEY CONTROL
 QZ0066
 QZ0066  NGVD 29 (??/??/92) 1030.843  (m)         3382.02   (f) ADJ UNCH    2 0
 QZ0066
 QZ0066.Superseded values are not recommended for survey control.
 QZ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0066.See file dsdata.txt to determine how the superseded data were derived.
 QZ0066
 QZ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL119274(NAD 83)
 QZ0066_MARKER: DB = BENCH MARK DISK
 QZ0066_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0066_SP_SET: ROCK OUTCROP
 QZ0066_STAMPING: C 291 1945
 QZ0066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0066+STABILITY: POSITION/ELEVATION WELL
 QZ0066
 QZ0066  HISTORY     - Date     Condition        Report By
 QZ0066  HISTORY     - 1945     MONUMENTED       CGS
 QZ0066  HISTORY     - 1960     GOOD             NGS
 QZ0066
 QZ0066                          STATION DESCRIPTION
 QZ0066
 QZ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0066'1.1 MI W FROM SHOUP.
 QZ0066'1.1 MILES WEST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT SHOUP,
 QZ0066'SET IN TOP OF A ROCK OUTCROP AT THE NORTHEAST END OF A CUT, ABOUT 0.3
 QZ0066'MILE SOUTHWEST OF THE MAIN BUILDING OF THE GOLD HILL MINE INC., 0.3
 QZ0066'MILE NORTHEAST OF THE FIRST BRIDGE OVER THE SALMON RIVER, ABOUT 300
 QZ0066'FEET NORTHEAST OF A LONE PINE TREE AT THE POINT OF CUT, THE TREE BEING
 QZ0066'LOCATED BETWEEN THE ROAD AND RIVER, 14 FEET NORTHWEST OF CENTER-LINE
 QZ0066'OF THE ROAD, ABOUT LEVEL WITH ROAD.  IRON BENCH MARK DISK. NOTE-- 150
 QZ0066'FEET NE OF A DRAIN CROSSING, 60 FEET NW ACROSS ROAD FROM SW CORNER OF
 QZ0066'ABANDONED CABIN, 50 FEET NE OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE
 QZ0066'ON NE SIDE.
 QZ0066
 QZ0066                          STATION RECOVERY (1960)
 QZ0066
 QZ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 QZ0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0067 ***********************************************************************
 QZ0067  DESIGNATION -  C 291 RESET
 QZ0067  PID         -  QZ0067
 QZ0067  STATE/COUNTY-  ID/LEMHI
 QZ0067  USGS QUAD   -  PINE CREEK RAPIDS (1991)
 QZ0067
 QZ0067                         *CURRENT SURVEY CONTROL
 QZ0067  ___________________________________________________________________
 QZ0067* NAD 83(1986)-  45 22 05.     (N)    114 17 38.     (W)     SCALED    
 QZ0067* NAVD 88     -      1034.60   (meters)    3394.4    (feet)  RESET     
 QZ0067  ___________________________________________________________________
 QZ0067  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 QZ0067
 QZ0067  VERT ORDER  -  THIRD
 QZ0067
 QZ0067.The horizontal coordinates were scaled from a topographic map and have
 QZ0067.an estimated accuracy of +/- 6 seconds.
 QZ0067
 QZ0067.The orthometric height was computed from unverified reset data.
 QZ0067
 QZ0067.The geoid height was determined by GEOID03.
 QZ0067
 QZ0067;                    North         East    Units  Estimated Accuracy
 QZ0067;SPC ID C     -   411,260.      476,980.      MT  (+/- 180 meters Scaled)
 QZ0067
 QZ0067                          SUPERSEDED SURVEY CONTROL
 QZ0067
 QZ0067.No superseded survey control is available for this station.
 QZ0067
 QZ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL119274(NAD 83)
 QZ0067_MARKER: DB = BENCH MARK DISK
 QZ0067_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0067_SP_SET: BEDROCK
 QZ0067_STAMPING: C 291 RESET 1964
 QZ0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0067+STABILITY: POSITION/ELEVATION WELL
 QZ0067
 QZ0067  HISTORY     - Date     Condition        Report By
 QZ0067  HISTORY     - 1964     MONUMENTED       CGS
 QZ0067
 QZ0067                          STATION DESCRIPTION
 QZ0067
 QZ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QZ0067'1.1 MI W FROM SHOUP.
 QZ0067'ABOUT 1.1 MILE WEST ALONG A GRAVELED ROAD FROM THE SHOUP POST OFFICE,
 QZ0067'0.5 MILES EAST OF A BRIDGE OVER THE SALMON RIVER, 400 FEET EAST OF A
 QZ0067'SPRING, 1 FOOT WEST OF A METAL WITNESS POST AND ABOUT 5 FEET ABOVE THE
 QZ0067'LEVEL OF THE ROAD, CEMENTED IN A DRILL HOLE IN BEDROCK THAT HAS THE
 QZ0067'LETTERS B M PAINTED ON THE EAST FACE OF THE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0401 ***********************************************************************
 OX0401  DESIGNATION -  C 292
 OX0401  PID         -  OX0401
 OX0401  STATE/COUNTY-  ID/JEFFERSON
 OX0401  USGS QUAD   -  RIGBY (1979)
 OX0401
 OX0401                         *CURRENT SURVEY CONTROL
 OX0401  ___________________________________________________________________
 OX0401* NAD 83(1986)-  43 41 24.     (N)    111 53 51.     (W)     SCALED    
 OX0401* NAVD 88     -      1482.003  (meters)    4862.20   (feet)  ADJUSTED  
 OX0401  ___________________________________________________________________
 OX0401  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 OX0401  DYNAMIC HT  -        1481.230 (meters)    4859.67  (feet)  COMP
 OX0401  MODELED GRAV-     980,045.7   (mgal)                       NAVD 88
 OX0401
 OX0401  VERT ORDER  -  FIRST     CLASS II
 OX0401
 OX0401.The horizontal coordinates were scaled from a topographic map and have
 OX0401.an estimated accuracy of +/- 6 seconds.
 OX0401
 OX0401.The orthometric height was determined by differential leveling
 OX0401.and adjusted by the National Geodetic Survey in June 1991..
 OX0401
 OX0401.The geoid height was determined by GEOID03.
 OX0401
 OX0401.The dynamic height is computed by dividing the NAVD 88
 OX0401.geopotential number by the normal gravity value computed on the
 OX0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0401.degrees latitude (g = 980.6199 gals.).
 OX0401
 OX0401.The modeled gravity was interpolated from observed gravity values.
 OX0401
 OX0401;                    North         East    Units  Estimated Accuracy
 OX0401;SPC ID E     -   224,790.      221,700.      MT  (+/- 180 meters Scaled)
 OX0401
 OX0401                          SUPERSEDED SURVEY CONTROL
 OX0401
 OX0401  NGVD 29 (08/20/92) 1480.909  (m)         4858.62   (f) ADJUSTED    1 2
 OX0401
 OX0401.Superseded values are not recommended for survey control.
 OX0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0401.See file dsdata.txt to determine how the superseded data were derived.
 OX0401
 OX0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP276378(NAD 83)
 OX0401_MARKER: DB = BENCH MARK DISK
 OX0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0401_SP_SET: CURB
 OX0401_STAMPING: C 292 1945
 OX0401_MARK LOGO: CGS   
 OX0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0401
 OX0401  HISTORY     - Date     Condition        Report By
 OX0401  HISTORY     - 1945     MONUMENTED       CGS
 OX0401  HISTORY     - 1960     GOOD             NGS
 OX0401  HISTORY     - 1983     GOOD             NGS
 OX0401  HISTORY     - 20060126 MARK NOT FOUND   IDTD
 OX0401
 OX0401                          STATION DESCRIPTION
 OX0401
 OX0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OX0401'1.45 MI NE FROM RIGBY.
 OX0401'1.45 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0401'AT RIGBY, DIRECTLY OPPOSITE OF RAILROAD BRIDGE 15.27, IN THE TOP AND
 OX0401'1.8 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE CURB OF U.S.
 OX0401'HIGHWAY 20 AND 191 BRIDGE OVER LEWISVILLE CANAL, 60.6 FEET WEST OF THE
 OX0401'WEST RAIL, 16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL
 OX0401'WITH THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 OX0401
 OX0401                          STATION RECOVERY (1983)
 OX0401
 OX0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0401'RECOVERED IN GOOD CONDITION.
 OX0401
 OX0401                          STATION RECOVERY (2006)
 OX0401
 OX0401'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (JCH)
 OX0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0371 ***********************************************************************
 NV0371  DESIGNATION -  C 293
 NV0371  PID         -  NV0371
 NV0371  STATE/COUNTY-  ID/GOODING
 NV0371  USGS QUAD   -  BLISS (1992)
 NV0371
 NV0371                         *CURRENT SURVEY CONTROL
 NV0371  ___________________________________________________________________
 NV0371* NAD 83(1986)-  42 53 57.     (N)    114 56 08.     (W)     SCALED    
 NV0371* NAVD 88     -       865.704  (meters)    2840.23   (feet)  ADJUSTED  
 NV0371  ___________________________________________________________________
 NV0371  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 NV0371  DYNAMIC HT  -         865.328 (meters)    2839.00  (feet)  COMP
 NV0371  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 NV0371
 NV0371  VERT ORDER  -  SECOND    CLASS 0
 NV0371
 NV0371.The horizontal coordinates were scaled from a topographic map and have
 NV0371.an estimated accuracy of +/- 6 seconds.
 NV0371
 NV0371.The orthometric height was determined by differential leveling
 NV0371.and adjusted by the National Geodetic Survey in June 1991..
 NV0371
 NV0371.The geoid height was determined by GEOID03.
 NV0371
 NV0371.The dynamic height is computed by dividing the NAVD 88
 NV0371.geopotential number by the normal gravity value computed on the
 NV0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0371.degrees latitude (g = 980.6199 gals.).
 NV0371
 NV0371.The modeled gravity was interpolated from observed gravity values.
 NV0371
 NV0371;                    North         East    Units  Estimated Accuracy
 NV0371;SPC ID C     -   137,320.      423,590.      MT  (+/- 180 meters Scaled)
 NV0371
 NV0371                          SUPERSEDED SURVEY CONTROL
 NV0371
 NV0371  NGVD 29 (??/??/92)  864.70   (m)         2836.9    (f) COMPUTED    2 0
 NV0371
 NV0371.Superseded values are not recommended for survey control.
 NV0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0371.See file dsdata.txt to determine how the superseded data were derived.
 NV0371
 NV0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH685516(NAD 83)
 NV0371_MARKER: DB = BENCH MARK DISK
 NV0371_SETTING: 80 = SET IN A BOULDER
 NV0371_SP_SET: BOULDER
 NV0371_STAMPING: C 293 1945
 NV0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0371+STABILITY: SURFACE MOTION
 NV0371
 NV0371  HISTORY     - Date     Condition        Report By
 NV0371  HISTORY     - 1945     MONUMENTED       CGS
 NV0371  HISTORY     - 1966     GOOD             NGS
 NV0371
 NV0371                          STATION DESCRIPTION
 NV0371
 NV0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NV0371'2.2 MI S FROM BLISS.
 NV0371'ALONG HIGHWAY U.S. 30.  160 FEET NORTHEAST OF A HIGHWAY CULVERT.  100
 NV0371'FEET NORTH OF A SMALL STREAM, 65 FEET EAST OF THE CENTER LINE OF THE
 NV0371'HIGHWAY.  50 FEET NORTH OF AN EAST WEST FENCE LINE.  SET IN TOP OF A 6
 NV0371'FOOT BY 10 FOOT ROCK BOULDER, AND PROJECTING 5 FEET.  WHITE B.M. AND
 NV0371'ARROWS PAINTED ON FACE OF BOULDER.  NOTE-- MR. HARVEY L. SHIRK, WHO
 NV0371'OWNS THE LAND, IS HAVING THE LAND LEVELED, AND THE BOULDER WHICH
 NV0371'CONTAINS THE MARK MAY BE COVERED OR DISTURBED.  A CHARGE HAD BEEN SET
 NV0371'OFF IN A SMALL HOLE IN THE BOULDER BEFORE I ARRIVED TO ESTABLISH A
 NV0371'RESET MARK.  THE CHARGE SPLIT THE ROCK, BUT THE PORTION OF THE BOULDER
 NV0371'CONTAINING THE MARK AND THE GROUND AROUND IT APPEARED TO BE
 NV0371'UNDISTURBED BY THE BLAST.  A NEW MARK WAS ESTABLISHED IN MR. SHIRKS
 NV0371'YARD, ABOUT 80 YARDS TO THE NORTH.  THE OLD MARK WAS LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0372 ***********************************************************************
 NV0372  DESIGNATION -  C 293 RESET
 NV0372  PID         -  NV0372
 NV0372  STATE/COUNTY-  ID/GOODING
 NV0372  USGS QUAD   -  BLISS (1992)
 NV0372
 NV0372                         *CURRENT SURVEY CONTROL
 NV0372  ___________________________________________________________________
 NV0372* NAD 83(1986)-  42 53 57.     (N)    114 56 09.     (W)     SCALED    
 NV0372* NAVD 88     -       866.93   (meters)    2844.3    (feet)  RESET     
 NV0372  ___________________________________________________________________
 NV0372  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 NV0372
 NV0372  VERT ORDER  -  THIRD
 NV0372
 NV0372.The horizontal coordinates were scaled from a topographic map and have
 NV0372.an estimated accuracy of +/- 6 seconds.
 NV0372
 NV0372.The orthometric height was computed from unverified reset data.
 NV0372
 NV0372.The geoid height was determined by GEOID03.
 NV0372
 NV0372;                    North         East    Units  Estimated Accuracy
 NV0372;SPC ID C     -   137,320.      423,570.      MT  (+/- 180 meters Scaled)
 NV0372
 NV0372                          SUPERSEDED SURVEY CONTROL
 NV0372
 NV0372.No superseded survey control is available for this station.
 NV0372
 NV0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH685516(NAD 83)
 NV0372_MARKER: DB = BENCH MARK DISK
 NV0372_SETTING: 80 = SET IN A BOULDER
 NV0372_SP_SET: BOULDER
 NV0372_STAMPING: C 293 RESET 1966
 NV0372_MARK LOGO: NONE  
 NV0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0372+STABILITY: SURFACE MOTION
 NV0372
 NV0372  HISTORY     - Date     Condition        Report By
 NV0372  HISTORY     - 1966     MONUMENTED       CGS
 NV0372  HISTORY     - 1983     GOOD             NGS
 NV0372
 NV0372                          STATION DESCRIPTION
 NV0372
 NV0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 NV0372'2.2 MI IS FROM BLISS.
 NV0372'THE DISK IS SET IN A DRILL HOLE IN A 9 X 4 FOOT, DARK-COLORED BOULDER
 NV0372'WHICH PROJECTS ABOUT 2 FEET.  IT IS 30 YARDS WEST OF THE FRONT OF MR.
 NV0372'SHIRKS HOUSE, 14 YARDS WEST OF THE GATE INTO THE FRONT YARD AND ABOUT
 NV0372'5 YARDS SOUTH OF THE DRIVEWAY.  TO REACH THE MARK FROM THE SCHOOLHOUSE
 NV0372'IN BLISS, GO WESTERLY ON U.S. HIGHWAYS 20, 26, AND 30 FOR 0.25 MILE TO
 NV0372'A Y INTERSECTION ON THE WEST SIDE OF THE OX BOW CAFE. KEEP LEFT,
 NV0372'LEAVING THE HIGHWAY, AND GO SOUTHERLY ON THE BLACKTOP ROAD (OLD
 NV0372'HIGHWAY 30) FOR 2.3 MILES TO MR. HARVEY L. SHIRKS HOUSE AND THE MARK
 NV0372'ON THE LEFT.
 NV0372
 NV0372                          STATION RECOVERY (1983)
 NV0372
 NV0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0372'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.4 KM
 NV0372'(2.1 MI) SOUTHEAST ALONG HAGGERMAN VALLEY ROAD (OLD HIGHWAY 30) FROM
 NV0372'THE POST OFFICE IN BLISS, IN TOP OF AND 1.8 METERS (6 FT) NORTH OF THE
 NV0372'SOUTH END OF A 4 BY 9 FOOT VOLCANIC BOULDER PROJECTING 2-FEET ABOVE
 NV0372'THE SURFACE OF THE GROUND, IN THE FRONT YARD OF A SMALL HOUSE,
 NV0372'12.8 METERS (42 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 24.5
 NV0372'METERS (80.5 FT) SOUTH OF THE WEST CORNER OF THE HOUSE, 3.0 METERS (10
 NV0372'FT) SOUTHWEST OF A POLE BEARING A STREET LAMP.  NOTE-DISK WAS NOT SET
 NV0372'LEVEL AND SHOULD BE USED WITH CAUTION.
 NV0372'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0456 ***********************************************************************
 OH0456  DESIGNATION -  C 294 RESET
 OH0456  PID         -  OH0456
 OH0456  STATE/COUNTY-  ID/OWYHEE
 OH0456  USGS QUAD   -  MARSING (1971)
 OH0456
 OH0456                         *CURRENT SURVEY CONTROL
 OH0456  ___________________________________________________________________
 OH0456* NAD 83(1986)-  43 32 52.     (N)    116 48 07.     (W)     SCALED    
 OH0456* NAVD 88     -       682.60   (meters)    2239.5    (feet)  RESET     
 OH0456  ___________________________________________________________________
 OH0456  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 OH0456
 OH0456  VERT ORDER  -  THIRD
 OH0456
 OH0456.The horizontal coordinates were scaled from a topographic map and have
 OH0456.an estimated accuracy of +/- 6 seconds.
 OH0456
 OH0456.The orthometric height was computed from unverified reset data.
 OH0456.No vertical observational check was made to the station.
 OH0456
 OH0456.The geoid height was determined by GEOID03.
 OH0456
 OH0456;                    North         East    Units  Estimated Accuracy
 OH0456;SPC ID W     -   209,490.      715,000.      MT  (+/- 180 meters Scaled)
 OH0456
 OH0456                          SUPERSEDED SURVEY CONTROL
 OH0456
 OH0456  NGVD 29 (??/??/??)  681.66   (m)         2236.4    (f) RESET       3  
 OH0456
 OH0456.Superseded values are not recommended for survey control.
 OH0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0456.See file dsdata.txt to determine how the superseded data were derived.
 OH0456
 OH0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ159216(NAD 83)
 OH0456_MARKER: DB = BENCH MARK DISK
 OH0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0456_SP_SET: BRIDGE ABUTMENT
 OH0456_STAMPING: C 294 RESET 1955
 OH0456_MARK LOGO: CGS   
 OH0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0456
 OH0456  HISTORY     - Date     Condition        Report By
 OH0456  HISTORY     - 1955     MONUMENTED       IDDT
 OH0456  HISTORY     - 20000525 GOOD             IDTD
 OH0456
 OH0456                          STATION DESCRIPTION
 OH0456
 OH0456'DESCRIBED BY ID DEPT OF TRANSP 1955
 OH0456'0.1 MI NE FROM MARSING.
 OH0456'0.16 MILE NORTHEAST ALONG STATE HIGHWAY 72 FROM THE UNION PACIFIC
 OH0456'RAILROAD STATION AT MARSING, OWYHEE COUNTY, AT A STEEL AND CONCRETE
 OH0456'BRIDGE OVER SNAKE RIVER, 17-1/2 FEET SOUTHEAST OF THE CENTERLINE OF
 OH0456'THE HIGHWAY, IN THE TOP OF THE SOUTHEAST SIDEWALK PORTION OF THE
 OH0456'SOUTHWEST CONCRETE ABUTMENT BACKWALL ADJACENT TO THE OUTER CURB WALL
 OH0456'AND A CONCRETE END POST, AND AT THE SAME ELEVATION AS THE HIGHWAY.  A
 OH0456'WALL AND A CONCRETE END POST, AND AT THE SAME ELEVATION AS THE
 OH0456'HIGHWAY.  A STANDARD DISK, STAMPED C 294 RESET 1955.
 OH0456
 OH0456                          STATION RECOVERY (2000)
 OH0456
 OH0456'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 OH0456'RECOVERED AS DESCRIBED EXCEPT THE MARK IS A USC AND GS BENCH MARK
 OH0456'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0357 ***********************************************************************
 OH0357  DESIGNATION -  C 295
 OH0357  PID         -  OH0357
 OH0357  STATE/COUNTY-  ID/OWYHEE
 OH0357  USGS QUAD   -  WALTERS BUTTE (1992)
 OH0357
 OH0357                         *CURRENT SURVEY CONTROL
 OH0357  ___________________________________________________________________
 OH0357* NAD 83(1986)-  43 20 26.     (N)    116 36 10.     (W)     SCALED    
 OH0357* NAVD 88     -       687.931  (meters)    2256.99   (feet)  ADJUSTED  
 OH0357  ___________________________________________________________________
 OH0357  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 OH0357  DYNAMIC HT  -         687.668 (meters)    2256.12  (feet)  COMP
 OH0357  MODELED GRAV-     980,215.2   (mgal)                       NAVD 88
 OH0357
 OH0357  VERT ORDER  -  SECOND    CLASS 0
 OH0357
 OH0357.The horizontal coordinates were scaled from a topographic map and have
 OH0357.an estimated accuracy of +/- 6 seconds.
 OH0357
 OH0357.The orthometric height was determined by differential leveling
 OH0357.and adjusted by the National Geodetic Survey in June 1991..
 OH0357
 OH0357.The geoid height was determined by GEOID03.
 OH0357
 OH0357.The dynamic height is computed by dividing the NAVD 88
 OH0357.geopotential number by the normal gravity value computed on the
 OH0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0357.degrees latitude (g = 980.6199 gals.).
 OH0357
 OH0357.The modeled gravity was interpolated from observed gravity values.
 OH0357
 OH0357;                    North         East    Units  Estimated Accuracy
 OH0357;SPC ID W     -   186,280.      730,850.      MT  (+/- 180 meters Scaled)
 OH0357
 OH0357                          SUPERSEDED SURVEY CONTROL
 OH0357
 OH0357  NGVD 29 (??/??/92)  687.007  (m)         2253.96   (f) ADJ UNCH    2 0
 OH0357
 OH0357.Superseded values are not recommended for survey control.
 OH0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0357.See file dsdata.txt to determine how the superseded data were derived.
 OH0357
 OH0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH321987(NAD 83)
 OH0357_MARKER: DB = BENCH MARK DISK
 OH0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0357_SP_SET: CONCRETE SUPPORT
 OH0357_STAMPING: C 295 1944
 OH0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0357
 OH0357  HISTORY     - Date     Condition        Report By
 OH0357  HISTORY     - 1944     MONUMENTED       CGS
 OH0357
 OH0357                          STATION DESCRIPTION
 OH0357
 OH0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0357'IN WALTERS FERRY.
 OH0357'AT WALTERS FERRY, OWYHEE COUNTY, AT THE WEST END OF THE SNAKE RIVER
 OH0357'BRIDGE, ON TOP OF THE NORTH END OF A CONCRETE SUPPORT FOR A WATER
 OH0357'SYPHON, 21 FEET WEST OF A PUMPING STATION, 9 FEET SOUTH OF THE
 OH0357'CENTERLINE OF THE HIGHWAY.  A STANDARD BRONZE DISK SET IN A DRILL HOLE
 OH0357'4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0294 ***********************************************************************
 OH0294  DESIGNATION -  C 296
 OH0294  PID         -  OH0294
 OH0294  STATE/COUNTY-  ID/OWYHEE
 OH0294  USGS QUAD   -  WILD HORSE BUTTE (1992)
 OH0294
 OH0294                         *CURRENT SURVEY CONTROL
 OH0294  ___________________________________________________________________
 OH0294* NAD 83(1986)-  43 07 45.     (N)    116 18 44.     (W)     SCALED    
 OH0294* NAVD 88     -       712.739  (meters)    2338.38   (feet)  ADJUSTED  
 OH0294  ___________________________________________________________________
 OH0294  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 OH0294  DYNAMIC HT  -         712.456 (meters)    2337.45  (feet)  COMP
 OH0294  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 OH0294
 OH0294  VERT ORDER  -  SECOND    CLASS 0
 OH0294
 OH0294.The horizontal coordinates were scaled from a topographic map and have
 OH0294.an estimated accuracy of +/- 6 seconds.
 OH0294
 OH0294.The orthometric height was determined by differential leveling
 OH0294.and adjusted by the National Geodetic Survey in June 1991..
 OH0294
 OH0294.The geoid height was determined by GEOID03.
 OH0294
 OH0294.The dynamic height is computed by dividing the NAVD 88
 OH0294.geopotential number by the normal gravity value computed on the
 OH0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0294.degrees latitude (g = 980.6199 gals.).
 OH0294
 OH0294.The modeled gravity was interpolated from observed gravity values.
 OH0294
 OH0294;                    North         East    Units  Estimated Accuracy
 OH0294;SPC ID W     -   162,600.      754,260.      MT  (+/- 180 meters Scaled)
 OH0294
 OH0294                          SUPERSEDED SURVEY CONTROL
 OH0294
 OH0294  NGVD 29 (??/??/92)  711.841  (m)         2335.43   (f) ADJ UNCH    2 0
 OH0294
 OH0294.Superseded values are not recommended for survey control.
 OH0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0294.See file dsdata.txt to determine how the superseded data were derived.
 OH0294
 OH0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH559753(NAD 83)
 OH0294_MARKER: DB = BENCH MARK DISK
 OH0294_SETTING: 80 = SET IN A BOULDER
 OH0294_SP_SET: BOULDER
 OH0294_STAMPING: C 296 1944
 OH0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0294+STABILITY: SURFACE MOTION
 OH0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0294+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 OH0294
 OH0294  HISTORY     - Date     Condition        Report By
 OH0294  HISTORY     - 1944     MONUMENTED       CGS
 OH0294  HISTORY     - 20050705 GOOD             JUBENG
 OH0294
 OH0294                          STATION DESCRIPTION
 OH0294
 OH0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0294'9.9 MI SE FROM SWAN FALLS DAM.
 OH0294'9.9 MILES SOUTHEAST OF THE DAM AT SWAN FALLS DAM, ADA COUNTY, IN THE
 OH0294'CANYON ALONG THE SOUTHWEST BANK OF SNAKE RIVER, 19.8 MILES NORTHWEST
 OH0294'OF THE SNAKE RIVER BRIDGE AT GRAND VIEW, 3.5 MILES SOUTHEAST OF THE
 OH0294'MOUTH OF A DRY CREEK, 1.3 MILES NORTHWEST OF A WHITE RANCH HOUSE ON
 OH0294'THE SOUTHWEST BANK OF SNAKE RIVER, ON THE EAST SLOPE OF A HILL, 15.5
 OH0294'FEET EAST OF THE CENTERLINE OF A TRACK ROAD, AND 38 FEET WEST OF THE
 OH0294'RIVER BANK.  A STANDARD BRONZE DISK SET IN THE TOP OF A 4 FOOT BOULDER
 OH0294'1 FOOT BELOW THE LEVEL OF THE ROAD.
 OH0294
 OH0294                          STATION RECOVERY (2005)
 OH0294
 OH0294'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2005 (TRR)
 OH0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0697 ***********************************************************************
 NV0697  DESIGNATION -  C 297
 NV0697  PID         -  NV0697
 NV0697  STATE/COUNTY-  ID/OWYHEE
 NV0697  USGS QUAD   -  C J STRIKE DAM (1992)
 NV0697
 NV0697                         *CURRENT SURVEY CONTROL
 NV0697  ___________________________________________________________________
 NV0697* NAD 83(1986)-  42 58 02.     (N)    115 57 40.     (W)     SCALED    
 NV0697* NAVD 88     -       729.857  (meters)    2394.54   (feet)  ADJUSTED  
 NV0697  ___________________________________________________________________
 NV0697  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 NV0697  DYNAMIC HT  -         729.541 (meters)    2393.50  (feet)  COMP
 NV0697  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 NV0697
 NV0697  VERT ORDER  -  SECOND    CLASS 0
 NV0697
 NV0697.The horizontal coordinates were scaled from a topographic map and have
 NV0697.an estimated accuracy of +/- 6 seconds.
 NV0697
 NV0697.The orthometric height was determined by differential leveling
 NV0697.and adjusted by the National Geodetic Survey in June 1991..
 NV0697
 NV0697.The geoid height was determined by GEOID03.
 NV0697
 NV0697.The dynamic height is computed by dividing the NAVD 88
 NV0697.geopotential number by the normal gravity value computed on the
 NV0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0697.degrees latitude (g = 980.6199 gals.).
 NV0697
 NV0697.The modeled gravity was interpolated from observed gravity values.
 NV0697
 NV0697;                    North         East    Units  Estimated Accuracy
 NV0697;SPC ID W     -   144,480.      782,780.      MT  (+/- 180 meters Scaled)
 NV0697
 NV0697                          SUPERSEDED SURVEY CONTROL
 NV0697
 NV0697  NGVD 29 (??/??/92)  728.981  (m)         2391.67   (f) ADJ UNCH    2 0
 NV0697
 NV0697.Superseded values are not recommended for survey control.
 NV0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0697.See file dsdata.txt to determine how the superseded data were derived.
 NV0697
 NV0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH847576(NAD 83)
 NV0697_MARKER: DB = BENCH MARK DISK
 NV0697_SETTING: 0 = UNSPECIFIED SETTING
 NV0697_STAMPING: C 297 1944
 NV0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0697
 NV0697  HISTORY     - Date     Condition        Report By
 NV0697  HISTORY     - 1944     MONUMENTED       CGS
 NV0697
 NV0697                          STATION DESCRIPTION
 NV0697
 NV0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NV0697'10.4 MI SE FROM GRANDVIEW.
 NV0697'ALONG A DIRT TRACK ROAD LEADING UP THE SNAKE RIVER CANYON FROM A
 NV0697'RANCH, AND A FORD IN THE BRUNEAU RIVER.  TO REACH FROM THE SNAKE RIVER
 NV0697'BRIDGE AT GRANDVIEW, FOLLOW THE GRANDVIEW TO BRUNEAU HIGHWAY FOR 8.2
 NV0697'MILES TO A Y INTERSECTION.  TAKE LEFT FORK NORTHERLY TO A RANCH.
 NV0697'CONTINUE NORTH ALONG THE WEST SIDE OF THE RANCH TO THE BRUNEAU RIVER.
 NV0697'FORD THE BRUNEAU RIVER AND CONTINUE NORTHERLY AROUND A FIELD FOLLOWING
 NV0697'THE ROAD UP THE CANYON TOWARD THE SNAKE RIVER FOR 1.9 MILES TO A POINT
 NV0697'WHERE THE ROAD TURNS ABOUT DIRECTLY NORTH ALONG THE SIDE OF THE SNAKE
 NV0697'RIVER, AND THE BENCH MARK.  APPOXIMATELY 50 YARDS SOUTH OF AN
 NV0697'ABANDONED MINE.  50 YARDS EAST OF THE RIVER BANK. 45 FEET SOUTHWEST OF
 NV0697'THE CENTER-LINE OF THE TRACK ROAD.  2.5 FEET NORTHWEST OF A 4 INCH BY
 NV0697'4 INCH WHITE WOODEN POST.  1 FOOT ABOVE THE ROAD. PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0722 ***********************************************************************
 NV0722  DESIGNATION -  C 298
 NV0722  PID         -  NV0722
 NV0722  STATE/COUNTY-  ID/ELMORE
 NV0722  USGS QUAD   -  BRUNEAU DUNES (1992)
 NV0722
 NV0722                         *CURRENT SURVEY CONTROL
 NV0722  ___________________________________________________________________
 NV0722* NAD 83(1986)-  42 57 24.     (N)    115 38 25.     (W)     SCALED    
 NV0722* NAVD 88     -       751.549  (meters)    2465.71   (feet)  ADJUSTED  
 NV0722  ___________________________________________________________________
 NV0722  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 NV0722  DYNAMIC HT  -         751.232 (meters)    2464.67  (feet)  COMP
 NV0722  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 NV0722
 NV0722  VERT ORDER  -  SECOND    CLASS 0
 NV0722
 NV0722.The horizontal coordinates were scaled from a topographic map and have
 NV0722.an estimated accuracy of +/- 6 seconds.
 NV0722
 NV0722.The orthometric height was determined by differential leveling
 NV0722.and adjusted by the National Geodetic Survey in June 1991..
 NV0722
 NV0722.The geoid height was determined by GEOID03.
 NV0722
 NV0722.The dynamic height is computed by dividing the NAVD 88
 NV0722.geopotential number by the normal gravity value computed on the
 NV0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0722.degrees latitude (g = 980.6199 gals.).
 NV0722
 NV0722.The modeled gravity was interpolated from observed gravity values.
 NV0722
 NV0722;                    North         East    Units  Estimated Accuracy
 NV0722;SPC ID W     -   143,290.      808,950.      MT  (+/- 180 meters Scaled)
 NV0722
 NV0722                          SUPERSEDED SURVEY CONTROL
 NV0722
 NV0722  NGVD 29 (??/??/92)  750.713  (m)         2462.96   (f) ADJ UNCH    2 0
 NV0722
 NV0722.Superseded values are not recommended for survey control.
 NV0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0722.See file dsdata.txt to determine how the superseded data were derived.
 NV0722
 NV0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH109569(NAD 83)
 NV0722_MARKER: DB = BENCH MARK DISK
 NV0722_SETTING: 80 = SET IN A BOULDER
 NV0722_SP_SET: BOULDER
 NV0722_STAMPING: C 298 1945
 NV0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0722+STABILITY: SURFACE MOTION
 NV0722
 NV0722  HISTORY     - Date     Condition        Report By
 NV0722  HISTORY     - 1945     MONUMENTED       CGS
 NV0722
 NV0722                          STATION DESCRIPTION
 NV0722
 NV0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0722'10.8 MI W FROM HAMMETT.
 NV0722'10.8 MILES WEST OF THE RAILROAD STATION AT HAMMETT, ELMORE COUNTY, IN
 NV0722'A DEEP CANYON ALONG THE NORTH BANK OF THE SNAKE RIVER (INACCESSIBLE BY
 NV0722'TRUCK), 6.4 MILES EAST OF THE SNAKE RIVER BRIDGE NORTH OF BRUNEAU, ON
 NV0722'THE SOUTH SIDE OF A TRAIL, 5 FEET NORTH OF THE NORTH BANK OF THE RIVER
 NV0722'AND JUST EAST OF THE MIDDLE OF A STRAIGHT STRETCH IN THE RIVER. A
 NV0722'STANDARD BRONZE DISK SET IN THE TOP OF A 4 X 4 FOOT BOULDER PROJECTING
 NV0722'3 FEET ABOVE THE GROUND AND MARKED BY WHITE PAINT ON THE FACE OF THE
 NV0722'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0394 ***********************************************************************
 NV0394  DESIGNATION -  C 299
 NV0394  PID         -  NV0394
 NV0394  STATE/COUNTY-  ID/GOODING
 NV0394  USGS QUAD   -  HAGERMAN (1992)
 NV0394
 NV0394                         *CURRENT SURVEY CONTROL
 NV0394  ___________________________________________________________________
 NV0394* NAD 83(1986)-  42 47 51.     (N)    114 55 06.     (W)     SCALED    
 NV0394* NAVD 88     -       885.076  (meters)    2903.79   (feet)  ADJUSTED  
 NV0394  ___________________________________________________________________
 NV0394  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 NV0394  DYNAMIC HT  -         884.673 (meters)    2902.46  (feet)  COMP
 NV0394  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 NV0394
 NV0394  VERT ORDER  -  SECOND    CLASS 0
 NV0394
 NV0394.The horizontal coordinates were scaled from a topographic map and have
 NV0394.an estimated accuracy of +/- 6 seconds.
 NV0394
 NV0394.The orthometric height was determined by differential leveling
 NV0394.and adjusted by the National Geodetic Survey in June 1991..
 NV0394
 NV0394.The geoid height was determined by GEOID03.
 NV0394
 NV0394.The dynamic height is computed by dividing the NAVD 88
 NV0394.geopotential number by the normal gravity value computed on the
 NV0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0394.degrees latitude (g = 980.6199 gals.).
 NV0394
 NV0394.The modeled gravity was interpolated from observed gravity values.
 NV0394
 NV0394;                    North         East    Units  Estimated Accuracy
 NV0394;SPC ID C     -   126,010.      424,880.      MT  (+/- 180 meters Scaled)
 NV0394
 NV0394                          SUPERSEDED SURVEY CONTROL
 NV0394
 NV0394  NGVD 29 (??/??/92)  884.261  (m)         2901.11   (f) ADJ UNCH    2 0
 NV0394
 NV0394.Superseded values are not recommended for survey control.
 NV0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0394.See file dsdata.txt to determine how the superseded data were derived.
 NV0394
 NV0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH702404(NAD 83)
 NV0394_MARKER: DB = BENCH MARK DISK
 NV0394_SETTING: 0 = UNSPECIFIED SETTING
 NV0394_STAMPING: C 299 1945
 NV0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0394
 NV0394  HISTORY     - Date     Condition        Report By
 NV0394  HISTORY     - 1945     MONUMENTED       CGS
 NV0394
 NV0394                          STATION DESCRIPTION
 NV0394
 NV0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0394'2.3 MI SW FROM HAGERMAN.
 NV0394'2.3 MILES SOUTHWEST OF THE POST OFFICE AT HAGERMAN.  ALONG A GRAVELED
 NV0394'FARM ROAD.  TO REACH FROM THE POST OFFICE AT HAGERMAN, FOLLOW HIGHWAY
 NV0394'U.S. 30 SOUTH FOR 0.3 MILE TO A CROSS ROADS.  TURN WEST AT CROSS ROADS
 NV0394'AND FOLLOW GRAVEL ROAD FOR 1.0 MILE TO A Y INTERSECTION.  TAKE THE
 NV0394'LEFT FORK SOUTH FOR 1.0 MILE TO A T ROAD INTERSECTION AT A WHITE
 NV0394'BUNGALOW AND THE BENCH MARK.  25 FEET WEST OF THE CENTER-LINE OF THE
 NV0394'NORTH-SOUTH ROAD.  20 FEET NORTH OF THE CENTER-LINE OF THE ROAD WEST.
 NV0394'2 FEET WEST OF A FENCE CORNER.  2.5 FEET WEST OF A 4 INCH BY 4 INCH
 NV0394'WHITE WOODEN POST.  1 FOOT SOUTH OF THE FENCE. 1 FOOT ABOVE THE LEVEL
 NV0394'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1090 ***********************************************************************
 NU1090  DESIGNATION -  C 30
 NU1090  PID         -  NU1090
 NU1090  STATE/COUNTY-  ID/CASSIA
 NU1090  USGS QUAD   -  KENYON (1976)
 NU1090
 NU1090                         *CURRENT SURVEY CONTROL
 NU1090  ___________________________________________________________________
 NU1090* NAD 83(1986)-  42 29 25.     (N)    113 49 47.     (W)     SCALED    
 NU1090* NAVD 88     -      1288.718  (meters)    4228.07   (feet)  ADJUSTED  
 NU1090  ___________________________________________________________________
 NU1090  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 NU1090  DYNAMIC HT  -        1287.967 (meters)    4225.61  (feet)  COMP
 NU1090  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 NU1090
 NU1090  VERT ORDER  -  FIRST     CLASS II
 NU1090
 NU1090.The horizontal coordinates were scaled from a topographic map and have
 NU1090.an estimated accuracy of +/- 6 seconds.
 NU1090
 NU1090.The orthometric height was determined by differential leveling
 NU1090.and adjusted by the National Geodetic Survey in June 1991..
 NU1090
 NU1090.The geoid height was determined by GEOID03.
 NU1090
 NU1090.The dynamic height is computed by dividing the NAVD 88
 NU1090.geopotential number by the normal gravity value computed on the
 NU1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1090.degrees latitude (g = 980.6199 gals.).
 NU1090
 NU1090.The modeled gravity was interpolated from observed gravity values.
 NU1090
 NU1090;                    North         East    Units  Estimated Accuracy
 NU1090;SPC ID C     -    91,490.      514,000.      MT  (+/- 180 meters Scaled)
 NU1090
 NU1090                          SUPERSEDED SURVEY CONTROL
 NU1090
 NU1090  NGVD 29 (??/??/92) 1287.749  (m)         4224.89   (f) ADJ UNCH    1 2
 NU1090
 NU1090.Superseded values are not recommended for survey control.
 NU1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1090.See file dsdata.txt to determine how the superseded data were derived.
 NU1090
 NU1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN674080(NAD 83)
 NU1090_MARKER: DB = BENCH MARK DISK
 NU1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1090_STAMPING: C 30 1934
 NU1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1090+STABILITY: SURFACE MOTION
 NU1090
 NU1090  HISTORY     - Date     Condition        Report By
 NU1090  HISTORY     - 1934     MONUMENTED       CGS
 NU1090
 NU1090                          STATION DESCRIPTION
 NU1090
 NU1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU1090'5.0 MI S FROM BURLEY.
 NU1090'5.0 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 NU1090'AT BURLEY, CASSIA COUNTY, 60 FEET NORTHEAST OF MILEAGE 4.1, 90 FEET
 NU1090'NORTHEAST OF A COUNTY-ROAD CROSSING, 45 FEET NORTHEAST OF THE
 NU1090'NORTHEAST WING OF AN IRRIGATION CULVERT, AND 45 FEET WEST OF THE
 NU1090'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 30 1934 AND SET
 NU1090'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0427 ***********************************************************************
 NV0427  DESIGNATION -  C 300
 NV0427  PID         -  NV0427
 NV0427  STATE/COUNTY-  ID/TWIN FALLS
 NV0427  USGS QUAD   -  BALANCED ROCK (1992)
 NV0427
 NV0427                         *CURRENT SURVEY CONTROL
 NV0427  ___________________________________________________________________
 NV0427* NAD 83(1986)-  42 35 23.     (N)    114 53 52.     (W)     SCALED    
 NV0427* NAVD 88     -      1019.107  (meters)    3343.52   (feet)  ADJUSTED  
 NV0427  ___________________________________________________________________
 NV0427  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 NV0427  DYNAMIC HT  -        1018.554 (meters)    3341.71  (feet)  COMP
 NV0427  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 NV0427
 NV0427  VERT ORDER  -  SECOND    CLASS 0
 NV0427
 NV0427.The horizontal coordinates were scaled from a topographic map and have
 NV0427.an estimated accuracy of +/- 6 seconds.
 NV0427
 NV0427.The orthometric height was determined by differential leveling
 NV0427.and adjusted by the National Geodetic Survey in June 1991..
 NV0427
 NV0427.The geoid height was determined by GEOID03.
 NV0427
 NV0427.The dynamic height is computed by dividing the NAVD 88
 NV0427.geopotential number by the normal gravity value computed on the
 NV0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0427.degrees latitude (g = 980.6199 gals.).
 NV0427
 NV0427.The modeled gravity was interpolated from observed gravity values.
 NV0427
 NV0427;                    North         East    Units  Estimated Accuracy
 NV0427;SPC ID C     -   102,910.      426,310.      MT  (+/- 180 meters Scaled)
 NV0427
 NV0427                          SUPERSEDED SURVEY CONTROL
 NV0427
 NV0427  NGVD 29 (??/??/92) 1018.198  (m)         3340.54   (f) ADJ UNCH    2 0
 NV0427
 NV0427.Superseded values are not recommended for survey control.
 NV0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0427.See file dsdata.txt to determine how the superseded data were derived.
 NV0427
 NV0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH724173(NAD 83)
 NV0427_MARKER: DB = BENCH MARK DISK
 NV0427_SETTING: 80 = SET IN A BOULDER
 NV0427_SP_SET: BOULDER
 NV0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0427+STABILITY: SURFACE MOTION
 NV0427
 NV0427  HISTORY     - Date     Condition        Report By
 NV0427  HISTORY     - UNK      MONUMENTED       CGS
 NV0427  HISTORY     - 1945     GOOD             NGS
 NV0427
 NV0427                          STATION DESCRIPTION
 NV0427
 NV0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0427'9.7 MI SW FROM BUHL.
 NV0427'9.7 MILES SOUTHWEST OF THE POST OFFICE BY ROAD AND TRAIL.  IN SALMON
 NV0427'FALLS CREEK CANYON.  AT THE BOTTOM OF THE CANYON.  TO REACH FROM THE
 NV0427'POST OFFICE AT BUHL, GO WEST ON MAIN STREET AND CONTINUE WEST ON PAVED
 NV0427'ROAD FOR 0.7 MILE TO A Y ROAD INTERSECTION OF A PAVED ROAD WEST AND A
 NV0427'PAVED ROAD SOUTH.  CONTINUE STRAIGHT OR WEST ON PAVED ROAD FOR 4.0
 NV0427'MILES TO A CROSS ROADS AND A POINT WHERE PAVED ROAD TURNS SOUTH. TURN
 NV0427'SOUTH ON PAVED ROAD FOR 1.0 MILE TO A CROSS ROADS.  TURN WEST ON DIRT
 NV0427'ROAD AND CONTINUE FOR 2.5 MILES TO A POINT WHERE THE ROAD TURNS SOUTH
 NV0427'AT A RANCH HOUSE.  CONTINUE WEST, PASSING TO THE SOUTH OF THE RANCH
 NV0427'HOUSE, THROUGH SHEEP CORRALS AND INTO PASTURE FOR 0.2 MILE TO A TRACK
 NV0427'ROAD.  FOLLOW TRACK ROAD NORTHWEST FOR 0.6 MILE TO THE RIM OF THE
 NV0427'CANYON AND THE BEGINNING OF A WELL DEFINED TRAIL INTO THE CANYON.
 NV0427'FOLLOW PACK TRAIL FOR 0.8 MILE TO THE BOTTOM OF THE CANYON, SALMON
 NV0427'FALLS CREEK AND THE BENCH MARK.  AT THE FOOT OF A VERY PROMINENT TRAIL
 NV0427'COMING INTO THE CANYON FROM THE WEST RIM.  ABOUT 200 YARDS WEST OF AN
 NV0427'ABANDONED STONE SHACK.  15 YARDS NORTHWEST OF A WOODEN FOOT BRIDGE
 NV0427'ACROSS SALMON FALLS CREEK.  18 YARDS NORTH OF POINT WHERE MAIN TRAIL
 NV0427'FROM THE WEST CURVES TO FOOTBRIDGE AFTER PARALLELING RIVER.  12 YARDS
 NV0427'WEST OF THE CREEK.  9.0 FOOT WEST OF A DIM TRAIL THAT LEADS TO MAIN
 NV0427'TRAIL.  2.0 FEET EAST OF A ROCK CAIRN.  SET IN THE TOP A 3 FOOT BY 3
 NV0427'FOOT ROCK BOULDER.  3 FEET ABOVE THE DIM TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0112 ***********************************************************************
 QB0112  DESIGNATION -  C 301
 QB0112  PID         -  QB0112
 QB0112  STATE/COUNTY-  ID/ADAMS
 QB0112  USGS QUAD   -  FRUITVALE (1986)
 QB0112
 QB0112                         *CURRENT SURVEY CONTROL
 QB0112  ___________________________________________________________________
 QB0112* NAD 83(1986)-  44 48 19.     (N)    116 29 09.     (W)     SCALED    
 QB0112* NAVD 88     -       985.555  (meters)    3233.44   (feet)  ADJUSTED  
 QB0112  ___________________________________________________________________
 QB0112  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 QB0112  DYNAMIC HT  -         985.254 (meters)    3232.45  (feet)  COMP
 QB0112  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 QB0112
 QB0112  VERT ORDER  -  SECOND    CLASS 0
 QB0112
 QB0112.The horizontal coordinates were scaled from a topographic map and have
 QB0112.an estimated accuracy of +/- 6 seconds.
 QB0112
 QB0112.The orthometric height was determined by differential leveling
 QB0112.and adjusted by the National Geodetic Survey in June 1991..
 QB0112
 QB0112.The geoid height was determined by GEOID03.
 QB0112
 QB0112.The dynamic height is computed by dividing the NAVD 88
 QB0112.geopotential number by the normal gravity value computed on the
 QB0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0112.degrees latitude (g = 980.6199 gals.).
 QB0112
 QB0112.The modeled gravity was interpolated from observed gravity values.
 QB0112
 QB0112;                    North         East    Units  Estimated Accuracy
 QB0112;SPC ID W     -   348,930.      741,790.      MT  (+/- 180 meters Scaled)
 QB0112
 QB0112                          SUPERSEDED SURVEY CONTROL
 QB0112
 QB0112  NGVD 29 (??/??/92)  984.539  (m)         3230.11   (f) ADJ UNCH    2 0
 QB0112
 QB0112.Superseded values are not recommended for survey control.
 QB0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0112.See file dsdata.txt to determine how the superseded data were derived.
 QB0112
 QB0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK406614(NAD 83)
 QB0112_MARKER: DB = BENCH MARK DISK
 QB0112_SETTING: 66 = SET IN ROCK OUTCROP
 QB0112_SP_SET: OUTCROP
 QB0112_STAMPING: C 301 1945
 QB0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0112+STABILITY: POSITION/ELEVATION WELL
 QB0112
 QB0112  HISTORY     - Date     Condition        Report By
 QB0112  HISTORY     - 1945     MONUMENTED       CGS
 QB0112  HISTORY     - 1983     GOOD             NGS
 QB0112
 QB0112                          STATION DESCRIPTION
 QB0112
 QB0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0112'3.0 MI W FROM FRUITVALE.
 QB0112'ALONG THE FRUITVALE, IDAHO TO HOMESTEAD, OREGON HIGHWAY.  100 FEET
 QB0112'WEST OF A T ROAD LEADING NORTH.  70 FEET NORTH OF A SMALL BUILDING. 18
 QB0112'FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY.  SET IN A SMALL ROCK
 QB0112'OUTCROP.
 QB0112
 QB0112                          STATION RECOVERY (1983)
 QB0112
 QB0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0358 ***********************************************************************
 RA0358  DESIGNATION -  C 302
 RA0358  PID         -  RA0358
 RA0358  STATE/COUNTY-  ID/ADAMS
 RA0358  USGS QUAD   -  CUPRUM (1990)
 RA0358
 RA0358                         *CURRENT SURVEY CONTROL
 RA0358  ___________________________________________________________________
 RA0358* NAD 83(1986)-  45 01 38.     (N)    116 41 27.     (W)     SCALED    
 RA0358* NAVD 88     -      1396.394  (meters)    4581.34   (feet)  ADJUSTED  
 RA0358  ___________________________________________________________________
 RA0358  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 RA0358  DYNAMIC HT  -        1395.907 (meters)    4579.74  (feet)  COMP
 RA0358  MODELED GRAV-     980,218.8   (mgal)                       NAVD 88
 RA0358
 RA0358  VERT ORDER  -  SECOND    CLASS 0
 RA0358
 RA0358.The horizontal coordinates were scaled from a topographic map and have
 RA0358.an estimated accuracy of +/- 6 seconds.
 RA0358
 RA0358.The orthometric height was determined by differential leveling
 RA0358.and adjusted by the National Geodetic Survey in June 1991..
 RA0358
 RA0358.The geoid height was determined by GEOID03.
 RA0358
 RA0358.The dynamic height is computed by dividing the NAVD 88
 RA0358.geopotential number by the normal gravity value computed on the
 RA0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0358.degrees latitude (g = 980.6199 gals.).
 RA0358
 RA0358.The modeled gravity was interpolated from observed gravity values.
 RA0358
 RA0358;                    North         East    Units  Estimated Accuracy
 RA0358;SPC ID W     -   373,760.      725,860.      MT  (+/- 180 meters Scaled)
 RA0358
 RA0358                          SUPERSEDED SURVEY CONTROL
 RA0358
 RA0358  NGVD 29 (??/??/92) 1395.278  (m)         4577.67   (f) ADJ UNCH    2 0
 RA0358
 RA0358.Superseded values are not recommended for survey control.
 RA0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0358.See file dsdata.txt to determine how the superseded data were derived.
 RA0358
 RA0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK243860(NAD 83)
 RA0358_MARKER: DB = BENCH MARK DISK
 RA0358_SETTING: 80 = SET IN A BOULDER
 RA0358_SP_SET: BOULDER
 RA0358_STAMPING: C 302 1945
 RA0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0358+STABILITY: SURFACE MOTION
 RA0358
 RA0358  HISTORY     - Date     Condition        Report By
 RA0358  HISTORY     - 1945     MONUMENTED       CGS
 RA0358
 RA0358                          STATION DESCRIPTION
 RA0358
 RA0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0358'29.4 MI NW FROM FRUITVALE.
 RA0358'29.4 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 RA0358'IDAHO TO HOMESTEAD, OREGON ROAD.  1.0 MILE WEST OF THE T ROAD JUNCTION
 RA0358'OF THE ROAD TO BEAR AND THE CUPRUM AND HOMESTEAD ROAD.  0.2 MILE NORTH
 RA0358'OF A RANCH HOUSE.  35 FEET EAST OF A LARGE PINE TREE.  30 FEET WEST OF
 RA0358'THE CENTER-LINE OF THE ROAD.  SET IN A LARGE BOULDER. PROJECTS 2 FEET
 RA0358'ABOVE THE GROUND.  A WHITE BM IS PAINTED ON THE FACE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0253 ***********************************************************************
 QZ0253  DESIGNATION -  C 303
 QZ0253  PID         -  QZ0253
 QZ0253  STATE/COUNTY-  ID/IDAHO
 QZ0253  USGS QUAD   -  TRAPPER CREEK (1995)
 QZ0253
 QZ0253                         *CURRENT SURVEY CONTROL
 QZ0253  ___________________________________________________________________
 QZ0253* NAD 83(1986)-  45 42 58.     (N)    115 21 33.     (W)     SCALED    
 QZ0253* NAVD 88     -      1313.620  (meters)    4309.77   (feet)  ADJUSTED  
 QZ0253  ___________________________________________________________________
 QZ0253  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 QZ0253  DYNAMIC HT  -        1313.194 (meters)    4308.37  (feet)  COMP
 QZ0253  MODELED GRAV-     980,246.2   (mgal)                       NAVD 88
 QZ0253
 QZ0253  VERT ORDER  -  FIRST     CLASS II
 QZ0253
 QZ0253.The horizontal coordinates were scaled from a topographic map and have
 QZ0253.an estimated accuracy of +/- 6 seconds.
 QZ0253
 QZ0253.The orthometric height was determined by differential leveling
 QZ0253.and adjusted by the National Geodetic Survey in June 1991..
 QZ0253
 QZ0253.The geoid height was determined by GEOID03.
 QZ0253
 QZ0253.The dynamic height is computed by dividing the NAVD 88
 QZ0253.geopotential number by the normal gravity value computed on the
 QZ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0253.degrees latitude (g = 980.6199 gals.).
 QZ0253
 QZ0253.The modeled gravity was interpolated from observed gravity values.
 QZ0253
 QZ0253;                    North         East    Units  Estimated Accuracy
 QZ0253;SPC ID W     -   449,960.      830,430.      MT  (+/- 180 meters Scaled)
 QZ0253
 QZ0253                          SUPERSEDED SURVEY CONTROL
 QZ0253
 QZ0253  NGVD 29 (??/??/92) 1312.495  (m)         4306.08   (f) ADJ UNCH    1 2
 QZ0253
 QZ0253.Superseded values are not recommended for survey control.
 QZ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0253.See file dsdata.txt to determine how the superseded data were derived.
 QZ0253
 QZ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL277638(NAD 83)
 QZ0253_MARKER: DB = BENCH MARK DISK
 QZ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0253_STAMPING: C 303 1945
 QZ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0253+STABILITY: SURFACE MOTION
 QZ0253
 QZ0253  HISTORY     - Date     Condition        Report By
 QZ0253  HISTORY     - 1945     MONUMENTED       CGS
 QZ0253  HISTORY     - 1965     MARK NOT FOUND   USGS
 QZ0253
 QZ0253                          STATION DESCRIPTION
 QZ0253
 QZ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0253'11.1 MI SE FROM ELK CITY.
 QZ0253'11.1 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE RED RIVER
 QZ0253'RANGER STATION ROAD.  AT A FARM ROAD WEST TO A FARM THAT IS ABOUT 0.3
 QZ0253'MILE WEST OF THE HIGHWAY.  36.7 FEET NORTHWEST OF A 3 FOOT BY 5 FOOT
 QZ0253'WOODEN MAIL BOX.  26.3 FEET NORTHWEST OF THE FARM DRIVE WEST.  22.5
 QZ0253'FEET SOUTHWEST OF THE CENTER-LINE OF THE MAIN ROAD.  9.4 FEET
 QZ0253'SOUTHWEST OF A TELEPHONE POLE.  3.7 FEET NORTHWEST OF A 4 INCH BY 4
 QZ0253'INCH WHITE WOODEN POST.  1.5 FEET NORTHEAST OF A FENCE CORNER.  1 FOOT
 QZ0253'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  ABOUT LEVEL WITH THE MAIN ROAD.
 QZ0253'PROJECTS 8 INCHES.  A STANDARD BRONZE DISK SET IN THE TOP OF A
 QZ0253'CONCRETE POST.  NOTE-- NEW ROAD IN AREA.
 QZ0253
 QZ0253                          STATION RECOVERY (1965)
 QZ0253
 QZ0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QZ0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0299 ***********************************************************************
 QZ0299  DESIGNATION -  C 304
 QZ0299  PID         -  QZ0299
 QZ0299  STATE/COUNTY-  ID/IDAHO
 QZ0299  USGS QUAD   -  TRAPPER CREEK (1995)
 QZ0299
 QZ0299                         *CURRENT SURVEY CONTROL
 QZ0299  ___________________________________________________________________
 QZ0299* NAD 83(1986)-  45 38 22.     (N)    115 19 51.     (W)     SCALED    
 QZ0299* NAVD 88     -      1646.299  (meters)    5401.23   (feet)  ADJUSTED  
 QZ0299  ___________________________________________________________________
 QZ0299  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 QZ0299  DYNAMIC HT  -        1645.659 (meters)    5399.13  (feet)  COMP
 QZ0299  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 QZ0299
 QZ0299  VERT ORDER  -  SECOND    CLASS 0
 QZ0299
 QZ0299.The horizontal coordinates were scaled from a topographic map and have
 QZ0299.an estimated accuracy of +/- 6 seconds.
 QZ0299
 QZ0299.The orthometric height was determined by differential leveling
 QZ0299.and adjusted by the National Geodetic Survey in June 1991..
 QZ0299
 QZ0299.The geoid height was determined by GEOID03.
 QZ0299
 QZ0299.The dynamic height is computed by dividing the NAVD 88
 QZ0299.geopotential number by the normal gravity value computed on the
 QZ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0299.degrees latitude (g = 980.6199 gals.).
 QZ0299
 QZ0299.The modeled gravity was interpolated from observed gravity values.
 QZ0299
 QZ0299;                    North         East    Units  Estimated Accuracy
 QZ0299;SPC ID W     -   441,450.      832,680.      MT  (+/- 180 meters Scaled)
 QZ0299
 QZ0299                          SUPERSEDED SURVEY CONTROL
 QZ0299
 QZ0299  NGVD 29 (??/??/92) 1645.121  (m)         5397.37   (f) ADJ UNCH    2 0
 QZ0299
 QZ0299.Superseded values are not recommended for survey control.
 QZ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0299.See file dsdata.txt to determine how the superseded data were derived.
 QZ0299
 QZ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL300553(NAD 83)
 QZ0299_MARKER: DB = BENCH MARK DISK
 QZ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0299_STAMPING: C 304 1945
 QZ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0299+STABILITY: SURFACE MOTION
 QZ0299
 QZ0299  HISTORY     - Date     Condition        Report By
 QZ0299  HISTORY     - 1945     MONUMENTED       CGS
 QZ0299
 QZ0299                          STATION DESCRIPTION
 QZ0299
 QZ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0299'19.5 MI SE FROM ELK CITY.
 QZ0299'19.5 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE DALE RANCH
 QZ0299'ROAD.  7.5 MILES SOUTH OF THE RED RIVER RANGER STATION.  2.0 MILES
 QZ0299'SOUTHEAST OF JACKS CREEK SUMMIT AND THE ROAD JUNCTION OF THE MALLARD
 QZ0299'CREEK ROAD AND THE DIXIE ROAD.  ON THE INSIDE OF A HORSESHOE CURVE, AT
 QZ0299'THE BOTTOM OF A GRADE.  AT A FOREST CAMP GROUND.  58 FEET EAST OF A
 QZ0299'CULVERT AT THE CENTER OF A CURVE.  22 FEET NORTHWEST OF THE
 QZ0299'CENTER-LINE OF THE ROAD.  6 FEET WEST OF A 4 INCH BY 4 INCH WHITE
 QZ0299'WOODEN POST.  6.5 FEET NORTH OF AN IRON SPIKE DRIVEN IN THE CENTER OF
 QZ0299'A 10 INCH TRIANGULAR BLAZE IN THE MOST NORTHERN OF 2 TREES 1 FOOT
 QZ0299'APART.  3 INCHES ABOVE THE GROUND.  2 INCHES BELOW THE LEVEL OF THE
 QZ0299'ROAD.  A STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0934 ***********************************************************************
 RZ0934  DESIGNATION -  C 305
 RZ0934  PID         -  RZ0934
 RZ0934  STATE/COUNTY-  ID/NEZ PERCE
 RZ0934  USGS QUAD   -  CLARKSTON (1971)
 RZ0934
 RZ0934                         *CURRENT SURVEY CONTROL
 RZ0934  ___________________________________________________________________
 RZ0934* NAD 83(1986)-  46 25 29.     (N)    117 00 15.     (W)     SCALED    
 RZ0934* NAVD 88     -       224.431  (meters)     736.32   (feet)  ADJUSTED  
 RZ0934  ___________________________________________________________________
 RZ0934  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 RZ0934  DYNAMIC HT  -         224.431 (meters)     736.32  (feet)  COMP
 RZ0934  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 RZ0934
 RZ0934  VERT ORDER  -  FIRST     CLASS II
 RZ0934
 RZ0934.The horizontal coordinates were scaled from a topographic map and have
 RZ0934.an estimated accuracy of +/- 6 seconds.
 RZ0934
 RZ0934.The orthometric height was determined by differential leveling
 RZ0934.and adjusted by the National Geodetic Survey in June 1991..
 RZ0934
 RZ0934.The geoid height was determined by GEOID03.
 RZ0934
 RZ0934.The dynamic height is computed by dividing the NAVD 88
 RZ0934.geopotential number by the normal gravity value computed on the
 RZ0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0934.degrees latitude (g = 980.6199 gals.).
 RZ0934
 RZ0934.The modeled gravity was interpolated from observed gravity values.
 RZ0934
 RZ0934;                    North         East    Units  Estimated Accuracy
 RZ0934;SPC ID W     -   529,410.      703,600.      MT  (+/- 180 meters Scaled)
 RZ0934
 RZ0934                          SUPERSEDED SURVEY CONTROL
 RZ0934
 RZ0934  NGVD 29 (??/??/92)  223.445  (m)          733.09   (f) ADJ UNCH    1 2
 RZ0934
 RZ0934.Superseded values are not recommended for survey control.
 RZ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0934.See file dsdata.txt to determine how the superseded data were derived.
 RZ0934
 RZ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM996412(NAD 83)
 RZ0934_MARKER: DB = BENCH MARK DISK
 RZ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0934_STAMPING: C 305 1946
 RZ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0934+STABILITY: SURFACE MOTION
 RZ0934
 RZ0934  HISTORY     - Date     Condition        Report By
 RZ0934  HISTORY     - 1946     MONUMENTED       IDDT
 RZ0934  HISTORY     - 1946     GOOD             NGS
 RZ0934  HISTORY     - 1957     MARK NOT FOUND   USGS
 RZ0934
 RZ0934                          STATION DESCRIPTION
 RZ0934
 RZ0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0934'IN LEWISTON.
 RZ0934'AT LEWISTON, 1.0 MILE NORTH OF THE COUNTY COURTHOUSE, JUST NORTHEAST
 RZ0934'OF THE JUNCTION OF U. S. HIGHWAYS 95 AND 410, 45 FEET EAST OF THE
 RZ0934'SOUTHEAST CORNER OF THE COLONIAL COURT SERVICE STATION, IN A FLOWER
 RZ0934'GARDEN, 33 FEET NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 95, AND
 RZ0934'SET IN THE TOP OF A CONCRETE POST.
 RZ0934
 RZ0934                          STATION RECOVERY (1957)
 RZ0934
 RZ0934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RZ0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0334 ***********************************************************************
 NV0334  DESIGNATION -  C 306
 NV0334  PID         -  NV0334
 NV0334  STATE/COUNTY-  ID/GOODING
 NV0334  USGS QUAD   -  HAGERMAN (1992)
 NV0334
 NV0334                         *CURRENT SURVEY CONTROL
 NV0334  ___________________________________________________________________
 NV0334* NAD 83(1986)-  42 46 43.     (N)    114 53 01.     (W)     SCALED    
 NV0334* NAVD 88     -       898.318  (meters)    2947.23   (feet)  ADJUSTED  
 NV0334  ___________________________________________________________________
 NV0334  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 NV0334  DYNAMIC HT  -         897.899 (meters)    2945.86  (feet)  COMP
 NV0334  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 NV0334
 NV0334  VERT ORDER  -  SECOND    CLASS 0
 NV0334
 NV0334.The horizontal coordinates were scaled from a topographic map and have
 NV0334.an estimated accuracy of +/- 6 seconds.
 NV0334
 NV0334.The orthometric height was determined by differential leveling
 NV0334.and adjusted by the National Geodetic Survey in June 1991..
 NV0334
 NV0334.The geoid height was determined by GEOID03.
 NV0334
 NV0334.The dynamic height is computed by dividing the NAVD 88
 NV0334.geopotential number by the normal gravity value computed on the
 NV0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0334.degrees latitude (g = 980.6199 gals.).
 NV0334
 NV0334.The modeled gravity was interpolated from observed gravity values.
 NV0334
 NV0334;                    North         East    Units  Estimated Accuracy
 NV0334;SPC ID C     -   123,880.      427,700.      MT  (+/- 180 meters Scaled)
 NV0334
 NV0334                          SUPERSEDED SURVEY CONTROL
 NV0334
 NV0334  NGVD 29 (??/??/92)  897.498  (m)         2944.54   (f) ADJ UNCH    2 0
 NV0334
 NV0334.Superseded values are not recommended for survey control.
 NV0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0334.See file dsdata.txt to determine how the superseded data were derived.
 NV0334
 NV0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH731384(NAD 83)
 NV0334_MARKER: DB = BENCH MARK DISK
 NV0334_SETTING: 80 = SET IN A BOULDER
 NV0334_SP_SET: BOULDER
 NV0334_STAMPING: C 306 1946
 NV0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0334+STABILITY: SURFACE MOTION
 NV0334
 NV0334  HISTORY     - Date     Condition        Report By
 NV0334  HISTORY     - 1946     MONUMENTED       CGS
 NV0334
 NV0334                          STATION DESCRIPTION
 NV0334
 NV0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0334'3.05 MI SE FROM HAGERMAN.
 NV0334'TO REACH FROM POST OFFICE AT HAGERMAN FOLLOW U.S. HIGHWAY 30 SOUTH FOR
 NV0334'2.8 MILES TO GRAVELED SIDE ROAD LEADING EAST, FOLLOW GRAVELED ROAD
 NV0334'EAST 0.25 MILE, MARK IS SET IN BOULDER IN NORTHWEST CORNER OF FIELD
 NV0334'ACROSS ROAD FROM LARGE WILLOW TREE, 37.5 FEET SOUTH OF CENTER LINE OF
 NV0334'ROAD, 14 FEET SOUTH OF WOVEN WIRE FENCE, 36 FEET NORTH OF BARBED WIRE
 NV0334'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0068 ***********************************************************************
 NV0068  DESIGNATION -  C 307
 NV0068  PID         -  NV0068
 NV0068  STATE/COUNTY-  ID/JEROME
 NV0068  USGS QUAD   -  TWIN FALLS (1992)
 NV0068
 NV0068                         *CURRENT SURVEY CONTROL
 NV0068  ___________________________________________________________________
 NV0068* NAD 83(1986)-  42 36 10.     (N)    114 25 15.     (W)     SCALED    
 NV0068* NAVD 88     -      1126.837  (meters)    3696.96   (feet)  ADJUSTED  
 NV0068  ___________________________________________________________________
 NV0068  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 NV0068  DYNAMIC HT  -        1126.255 (meters)    3695.05  (feet)  COMP
 NV0068  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 NV0068
 NV0068  VERT ORDER  -  SECOND    CLASS 0
 NV0068
 NV0068.The horizontal coordinates were scaled from a topographic map and have
 NV0068.an estimated accuracy of +/- 6 seconds.
 NV0068
 NV0068.The orthometric height was determined by differential leveling
 NV0068.and adjusted by the National Geodetic Survey in June 1991..
 NV0068
 NV0068.The geoid height was determined by GEOID03.
 NV0068
 NV0068.The dynamic height is computed by dividing the NAVD 88
 NV0068.geopotential number by the normal gravity value computed on the
 NV0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0068.degrees latitude (g = 980.6199 gals.).
 NV0068
 NV0068.The modeled gravity was interpolated from observed gravity values.
 NV0068
 NV0068;                    North         East    Units  Estimated Accuracy
 NV0068;SPC ID C     -   104,060.      465,470.      MT  (+/- 180 meters Scaled)
 NV0068
 NV0068                          SUPERSEDED SURVEY CONTROL
 NV0068
 NV0068  NGVD 29 (??/??/92) 1125.970  (m)         3694.12   (f) ADJ UNCH    2 0
 NV0068
 NV0068.Superseded values are not recommended for survey control.
 NV0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0068.See file dsdata.txt to determine how the superseded data were derived.
 NV0068
 NV0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH115199(NAD 83)
 NV0068_MARKER: DB = BENCH MARK DISK
 NV0068_SETTING: 66 = SET IN ROCK OUTCROP
 NV0068_SP_SET: ROCK OUTCROP
 NV0068_STAMPING: C 307 1946
 NV0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0068+STABILITY: POSITION/ELEVATION WELL
 NV0068
 NV0068  HISTORY     - Date     Condition        Report By
 NV0068  HISTORY     - 1946     MONUMENTED       CGS
 NV0068  HISTORY     - 1963     MARK NOT FOUND   NGS
 NV0068
 NV0068                          STATION DESCRIPTION
 NV0068
 NV0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0068'11.6 MI S FROM JEROME.
 NV0068'TO REACH FROM POST OFFICE AT JEROME FOLLOW U.S. HIGHWAY 93 SOUTHEAST
 NV0068'9.9 MILES TO GRAVELED ROAD LEADING EAST ALONG RIM OF SNAKE RIVER
 NV0068'CANYON, GO EAST 1.7 MILES TO ROCK OUTCROP ON SOUTH SIDE OF ROAD, MARK
 NV0068'IS SET IN SOLID ROCK FLUSH WITH GROUND, 27 FEET SOUTH OF CENTER LINE
 NV0068'OF ROAD, 6.9 FEET EAST OF WITNESS POST.  NOTE-  THE ROAD IN THIS AREA
 NV0068'HAS BEEN STRAIGHTENED AND WIDENED.
 NV0068
 NV0068                          STATION RECOVERY (1963)
 NV0068
 NV0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NV0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0134 ***********************************************************************
 RA0134  DESIGNATION -  C 309
 RA0134  PID         -  RA0134
 RA0134  STATE/COUNTY-  ID/IDAHO
 RA0134  USGS QUAD   -  MOUGHMER POINT (1963)
 RA0134
 RA0134                         *CURRENT SURVEY CONTROL
 RA0134  ___________________________________________________________________
 RA0134* NAD 83(1986)-  45 54 40.     (N)    116 24 36.     (W)     SCALED    
 RA0134* NAVD 88     -       400.182  (meters)    1312.93   (feet)  ADJUSTED  
 RA0134  ___________________________________________________________________
 RA0134  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 RA0134  DYNAMIC HT  -         400.135 (meters)    1312.78  (feet)  COMP
 RA0134  MODELED GRAV-     980,487.1   (mgal)                       NAVD 88
 RA0134
 RA0134  VERT ORDER  -  SECOND    CLASS 0
 RA0134
 RA0134.The horizontal coordinates were scaled from a topographic map and have
 RA0134.an estimated accuracy of +/- 6 seconds.
 RA0134
 RA0134.The orthometric height was determined by differential leveling
 RA0134.and adjusted by the National Geodetic Survey in June 1991..
 RA0134
 RA0134.The geoid height was determined by GEOID03.
 RA0134
 RA0134.The dynamic height is computed by dividing the NAVD 88
 RA0134.geopotential number by the normal gravity value computed on the
 RA0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0134.degrees latitude (g = 980.6199 gals.).
 RA0134
 RA0134.The modeled gravity was interpolated from observed gravity values.
 RA0134
 RA0134;                    North         East    Units  Estimated Accuracy
 RA0134;SPC ID W     -   471,770.      748,800.      MT  (+/- 180 meters Scaled)
 RA0134
 RA0134                          SUPERSEDED SURVEY CONTROL
 RA0134
 RA0134  NGVD 29 (??/??/92)  399.117  (m)         1309.44   (f) ADJ UNCH    2 0
 RA0134
 RA0134.Superseded values are not recommended for survey control.
 RA0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0134.See file dsdata.txt to determine how the superseded data were derived.
 RA0134
 RA0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL457843(NAD 83)
 RA0134_MARKER: DB = BENCH MARK DISK
 RA0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0134_SP_SET: ABUTMENT
 RA0134_STAMPING: C 309 1945
 RA0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0134
 RA0134  HISTORY     - Date     Condition        Report By
 RA0134  HISTORY     - 1945     MONUMENTED       CGS
 RA0134
 RA0134                          STATION DESCRIPTION
 RA0134
 RA0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0134'IN RICE CREEK.
 RA0134'AT RICE CREEK BRIDGE OVER SALMON RIVER, SET IN TOP OF NORTHWEST CORNER
 RA0134'OF EAST CONCRETE ABUTMENT OF BRIDGE, 8.3 FEET NORTH OF CENTERLINE OF
 RA0134'COTTONWOOD- JOSEPH ROAD, 1.0 FOOT SOUTHEAST OF NORTHWEST CORNER OF
 RA0134'NORTH END OF EAST ABUTMENT OF BRIDGE, 0.3 FOOT BELOW BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0566 ***********************************************************************
 OZ0566  DESIGNATION -  C 31
 OZ0566  PID         -  OZ0566
 OZ0566  STATE/COUNTY-  ID/ELMORE
 OZ0566  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0566
 OZ0566                         *CURRENT SURVEY CONTROL
 OZ0566  ___________________________________________________________________
 OZ0566* NAD 83(1986)-  43 05 26.     (N)    115 43 01.     (W)     SCALED    
 OZ0566* NAVD 88     -       947.064  (meters)    3107.16   (feet)  ADJUSTED  
 OZ0566  ___________________________________________________________________
 OZ0566  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 OZ0566  DYNAMIC HT  -         946.673 (meters)    3105.88  (feet)  COMP
 OZ0566  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 OZ0566
 OZ0566  VERT ORDER  -  FIRST     CLASS II
 OZ0566
 OZ0566.The horizontal coordinates were scaled from a topographic map and have
 OZ0566.an estimated accuracy of +/- 6 seconds.
 OZ0566
 OZ0566.The orthometric height was determined by differential leveling
 OZ0566.and adjusted by the National Geodetic Survey in June 1991..
 OZ0566
 OZ0566.The geoid height was determined by GEOID03.
 OZ0566
 OZ0566.The dynamic height is computed by dividing the NAVD 88
 OZ0566.geopotential number by the normal gravity value computed on the
 OZ0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0566.degrees latitude (g = 980.6199 gals.).
 OZ0566
 OZ0566.The modeled gravity was interpolated from observed gravity values.
 OZ0566
 OZ0566;                    North         East    Units  Estimated Accuracy
 OZ0566;SPC ID W     -   158,160.      802,690.      MT  (+/- 180 meters Scaled)
 OZ0566
 OZ0566                          SUPERSEDED SURVEY CONTROL
 OZ0566
 OZ0566  NGVD 29 (??/??/92)  946.210  (m)         3104.36   (f) ADJ UNCH    1 2
 OZ0566
 OZ0566.Superseded values are not recommended for survey control.
 OZ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0566.See file dsdata.txt to determine how the superseded data were derived.
 OZ0566
 OZ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH044716(NAD 83)
 OZ0566_MARKER: DB = BENCH MARK DISK
 OZ0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0566_SP_SET: CONCRETE POST
 OZ0566_STAMPING: C 31 1934
 OZ0566_MARK LOGO: CGS   
 OZ0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0566+STABILITY: SURFACE MOTION
 OZ0566
 OZ0566  HISTORY     - Date     Condition        Report By
 OZ0566  HISTORY     - 1934     MONUMENTED       CGS
 OZ0566  HISTORY     - 19840601 GOOD             NGS
 OZ0566
 OZ0566                          STATION DESCRIPTION
 OZ0566
 OZ0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OZ0566'4 MI S FROM MOUNTAIN HOME.
 OZ0566'4.0 MILES SOUTH ALONG THE ROAD TO BRUNEAU FROM THE COUNTY COURTHOUSE
 OZ0566'AT MOUNTAIN HOME, ELMORE COUNTY, 96 FEET SOUTH OF THE JUNCTION OF THE
 OZ0566'ROAD LEADING TO GRAND VIEW, 40 FEET SOUTH OF THE SOUTH END OF A
 OZ0566'CULVERT, AND 40 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 OZ0566'DISK, STAMPED C 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OZ0566
 OZ0566                          STATION RECOVERY (1984)
 OZ0566
 OZ0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 OZ0566'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.4 KM (4.0
 OZ0566'MI) SOUTH ALONG STATE HIGHWAY 51 FROM THE RAILROAD UNDERPASS AT
 OZ0566'MOUNTAIN HOME, AT THE SOUTHWEST CORNER OF WEST 36 STREET, 23.5 M (77
 OZ0566'FT) SOUTH OF THE CENTER OF THE STREET, 14.8 M (56.5 FT) WEST OF THE
 OZ0566'CENTERLINE OF THE HIGHWAY, 15.8 M (52 FT) SOUTH OF A FENCE CORNER AND
 OZ0566'2.4 M (8 FT) WEST OF A FENCE.  A DISK SET INTO THE TOP OF A CONCRETE
 OZ0566'POST FLUSH WITH THE GROUND.  ABOUT LEVEL WITH THE HIGHWAY.  0.8 M WEST
 OZ0566'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0107 ***********************************************************************
 RA0107  DESIGNATION -  C 310
 RA0107  PID         -  RA0107
 RA0107  STATE/COUNTY-  ID/IDAHO
 RA0107  USGS QUAD   -  GRAVE POINT (1963)
 RA0107
 RA0107                         *CURRENT SURVEY CONTROL
 RA0107  ___________________________________________________________________
 RA0107* NAD 83(1986)-  45 40 41.     (N)    116 23 06.     (W)     SCALED    
 RA0107* NAVD 88     -      1122.954  (meters)    3684.22   (feet)  ADJUSTED  
 RA0107  ___________________________________________________________________
 RA0107  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RA0107  DYNAMIC HT  -        1122.671 (meters)    3683.30  (feet)  COMP
 RA0107  MODELED GRAV-     980,325.5   (mgal)                       NAVD 88
 RA0107
 RA0107  VERT ORDER  -  SECOND    CLASS 0
 RA0107
 RA0107.The horizontal coordinates were scaled from a topographic map and have
 RA0107.an estimated accuracy of +/- 6 seconds.
 RA0107
 RA0107.The orthometric height was determined by differential leveling
 RA0107.and adjusted by the National Geodetic Survey in June 1991..
 RA0107
 RA0107.The geoid height was determined by GEOID03.
 RA0107
 RA0107.The dynamic height is computed by dividing the NAVD 88
 RA0107.geopotential number by the normal gravity value computed on the
 RA0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0107.degrees latitude (g = 980.6199 gals.).
 RA0107
 RA0107.The modeled gravity was interpolated from observed gravity values.
 RA0107
 RA0107;                    North         East    Units  Estimated Accuracy
 RA0107;SPC ID W     -   445,860.      750,530.      MT  (+/- 180 meters Scaled)
 RA0107
 RA0107                          SUPERSEDED SURVEY CONTROL
 RA0107
 RA0107  NGVD 29 (??/??/92) 1121.841  (m)         3680.57   (f) ADJ UNCH    2 0
 RA0107
 RA0107.Superseded values are not recommended for survey control.
 RA0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0107.See file dsdata.txt to determine how the superseded data were derived.
 RA0107
 RA0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL478584(NAD 83)
 RA0107_MARKER: DB = BENCH MARK DISK
 RA0107_SETTING: 80 = SET IN A BOULDER
 RA0107_SP_SET: BOULDER
 RA0107_STAMPING: C 310 1945
 RA0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0107+STABILITY: SURFACE MOTION
 RA0107
 RA0107  HISTORY     - Date     Condition        Report By
 RA0107  HISTORY     - 1945     MONUMENTED       CGS
 RA0107  HISTORY     - 1969     MARK NOT FOUND   NGS
 RA0107
 RA0107                          STATION DESCRIPTION
 RA0107
 RA0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 RA0107'10.4 MI SW FROM WHITE BIRD.
 RA0107'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT WHITE
 RA0107'BIRD, THENCE 8.7 MILES SOUTHWEST ALONG PITTSBURG LANDING ROAD, AT A
 RA0107'HORSESHOE CURVE, INSIDE THE CURVE ABOUT 175.0 FEET WEST OF THE SOUTH
 RA0107'END OF A SHEEP SHEARING SHACK, 63.2 FEET SOUTH OF THE CENTER-LINE OF
 RA0107'THE ROAD MEASURED FROM THE CENTER OF THE CURVE, 38.0 FEET WEST OF THE
 RA0107'CENTER OF THE TRACE OF THE OLD ROAD, 46.7 FEET NORTHWEST OF THE MOST
 RA0107'NORTHERLY ONE OF A GROUP OF THREE PINE TREES, 1.4 FEET WEST OF
 RA0107'REFERENCE POST, SET IN TOP OF AN OUTCROPPING BOULDER 0.2 FOOT ABOVE
 RA0107'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0357 ***********************************************************************
 QZ0357  DESIGNATION -  C 311
 QZ0357  PID         -  QZ0357
 QZ0357  STATE/COUNTY-  ID/IDAHO
 QZ0357  USGS QUAD   -  CAREY DOME (1995)
 QZ0357
 QZ0357                         *CURRENT SURVEY CONTROL
 QZ0357  ___________________________________________________________________
 QZ0357* NAD 83(1986)-  45 27 33.     (N)    115 55 15.     (W)     SCALED    
 QZ0357* NAVD 88     -       619.383  (meters)    2032.09   (feet)  ADJUSTED  
 QZ0357  ___________________________________________________________________
 QZ0357  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 QZ0357  DYNAMIC HT  -         619.121 (meters)    2031.23  (feet)  COMP
 QZ0357  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 QZ0357
 QZ0357  VERT ORDER  -  SECOND    CLASS 0
 QZ0357
 QZ0357.The horizontal coordinates were scaled from a topographic map and have
 QZ0357.an estimated accuracy of +/- 6 seconds.
 QZ0357
 QZ0357.The orthometric height was determined by differential leveling
 QZ0357.and adjusted by the National Geodetic Survey in June 1991..
 QZ0357
 QZ0357.The geoid height was determined by GEOID03.
 QZ0357
 QZ0357.The dynamic height is computed by dividing the NAVD 88
 QZ0357.geopotential number by the normal gravity value computed on the
 QZ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0357.degrees latitude (g = 980.6199 gals.).
 QZ0357
 QZ0357.The modeled gravity was interpolated from observed gravity values.
 QZ0357
 QZ0357;                    North         East    Units  Estimated Accuracy
 QZ0357;SPC ID W     -   421,350.      786,640.      MT  (+/- 180 meters Scaled)
 QZ0357
 QZ0357                          SUPERSEDED SURVEY CONTROL
 QZ0357
 QZ0357  NGVD 29 (??/??/92)  618.179  (m)         2028.14   (f) ADJ UNCH    2 0
 QZ0357
 QZ0357.Superseded values are not recommended for survey control.
 QZ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0357.See file dsdata.txt to determine how the superseded data were derived.
 QZ0357
 QZ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL843345(NAD 83)
 QZ0357_MARKER: DB = BENCH MARK DISK
 QZ0357_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0357_SP_SET: ROCK POINT
 QZ0357_STAMPING: C 311 1945
 QZ0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0357+STABILITY: POSITION/ELEVATION WELL
 QZ0357
 QZ0357  HISTORY     - Date     Condition        Report By
 QZ0357  HISTORY     - 1945     MONUMENTED       CGS
 QZ0357
 QZ0357                          STATION DESCRIPTION
 QZ0357
 QZ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0357'6.2 MI E FROM FRENCH CREEK.
 QZ0357'ALONG SALMON RIVER ROAD, 6.2 MILES EAST OF POST OFFICE AT FRENCH
 QZ0357'CREEK, 0.7 MILE SOUTHWEST OF THE END OF THE ROAD AND THE STARTING
 QZ0357'POINT OF A TRAIL, AT A LARGE DIRT COVERED ROCK POINT PROJECTING INTO
 QZ0357'RIVER AND USED AS A TURNOUT FOR THE ROAD, 66.5 FEET NORTH OF AND
 QZ0357'ACROSS ROAD FROM THE SOUTHWEST END OF A HIGH ROCK CUT, 28.0 FEET
 QZ0357'NORTHWEST OF CENTERLINE OF ROAD, SET 1.0 FOOT NORTHEAST OF SOUTHWEST
 QZ0357'TIP END OF ROCK POINT PROJECTING INTO RIVER AND ABOUT THE SAME
 QZ0357'ELEVATION AS THE ROAD.  AN IRON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0185 ***********************************************************************
 QZ0185  DESIGNATION -  C 312
 QZ0185  PID         -  QZ0185
 QZ0185  STATE/COUNTY-  ID/IDAHO
 QZ0185  USGS QUAD   -  MAGRUDER MTN (1991)
 QZ0185
 QZ0185                         *CURRENT SURVEY CONTROL
 QZ0185  ___________________________________________________________________
 QZ0185* NAD 83(1986)-  45 42 04.     (N)    114 46 10.     (W)     SCALED    
 QZ0185* NAVD 88     -      1595.128  (meters)    5233.35   (feet)  ADJUSTED  
 QZ0185  ___________________________________________________________________
 QZ0185  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 QZ0185  DYNAMIC HT  -        1594.507 (meters)    5231.31  (feet)  COMP
 QZ0185  MODELED GRAV-     980,170.5   (mgal)                       NAVD 88
 QZ0185
 QZ0185  VERT ORDER  -  FIRST     CLASS II
 QZ0185
 QZ0185.The horizontal coordinates were scaled from a topographic map and have
 QZ0185.an estimated accuracy of +/- 6 seconds.
 QZ0185
 QZ0185.The orthometric height was determined by differential leveling
 QZ0185.and adjusted by the National Geodetic Survey in June 1991..
 QZ0185
 QZ0185.The geoid height was determined by GEOID03.
 QZ0185
 QZ0185.The dynamic height is computed by dividing the NAVD 88
 QZ0185.geopotential number by the normal gravity value computed on the
 QZ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0185.degrees latitude (g = 980.6199 gals.).
 QZ0185
 QZ0185.The modeled gravity was interpolated from observed gravity values.
 QZ0185
 QZ0185;                    North         East    Units  Estimated Accuracy
 QZ0185;SPC ID W     -   448,690.      876,360.      MT  (+/- 180 meters Scaled)
 QZ0185
 QZ0185                          SUPERSEDED SURVEY CONTROL
 QZ0185
 QZ0185  NGVD 29 (??/??/92) 1593.928  (m)         5229.41   (f) ADJ UNCH    1 2
 QZ0185
 QZ0185.Superseded values are not recommended for survey control.
 QZ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0185.See file dsdata.txt to determine how the superseded data were derived.
 QZ0185
 QZ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL736632(NAD 83)
 QZ0185_MARKER: DB = BENCH MARK DISK
 QZ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0185_STAMPING: C 312 1945
 QZ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0185+STABILITY: SURFACE MOTION
 QZ0185
 QZ0185  HISTORY     - Date     Condition        Report By
 QZ0185  HISTORY     - 1945     MONUMENTED       CGS
 QZ0185  HISTORY     - 1974     GOOD             USGS
 QZ0185
 QZ0185                          STATION DESCRIPTION
 QZ0185
 QZ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0185'48.85 MI SW FROM CONNER, MT.
 QZ0185'ALONG CONNER - GRANGEVILLE ROAD, 48.85 MILES SOUTHWEST OF THE POST
 QZ0185'OFFICE AT CONNER, 4.15 MILES, SOUTHWEST OF BRIDGE OVER SELWAY RIVER,
 QZ0185'0.1 MILE NORTHWEST OF A SHARP HORSE SHOE CURVE THROUGH A RAVINE, AT
 QZ0185'THE EAST END OF A HAIR PIN CURVE AROUND POINT OF HILL, 22.5 FEET
 QZ0185'NORTHWEST OF A SPIKE DRIVEN INTO A TRIANGULAR BLAZE ON A 1 1/2 FOOT
 QZ0185'PINE TREE, 19.5 FEET NORTHEAST OF CENTERLINE OF ROAD, 5.5 FEET
 QZ0185'NORTHWEST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST ABOUT 3
 QZ0185'1/2 FEET ABOVE ROAD AND PROJECTING 0.4 FOOT ABOVE GROUND.  A BRONZE
 QZ0185'DISK.
 QZ0185
 QZ0185                          STATION RECOVERY (1974)
 QZ0185
 QZ0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0185'ALONG NEZ PERCE TRAIL ROAD, 69.15 MILES EAST OF POST OFFICE AT ELK
 QZ0185'CITY, IDAHO, 2.45 MILES EAST OF KIM CREEK SADDLE, 0.1 MILE NW OF A
 QZ0185'SHARP CURVE IN THE ROAD WHERE ROAD CROSSES A PERENNIAL STREAM, 400
 QZ0185'FEET EAST OF A SHARP CURVE AROUND POINT OF HILL, AT A SMALL SADDLE,
 QZ0185'22 1/2 FEET NW OF 20 PINE TREE WITH A TRAINGULAR BLAZE, 21 FEET NE OF
 QZ0185'CENTERLINE ROAD, ABOUT 4 FEET ABOVE ROAD LEVEL, SET IN THE TOP OF A
 QZ0185'CONCRETE POST WHICH PROJECTS ABOUT 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0213 ***********************************************************************
 QZ0213  DESIGNATION -  C 313
 QZ0213  PID         -  QZ0213
 QZ0213  STATE/COUNTY-  ID/IDAHO
 QZ0213  USGS QUAD   -  SABE MTN (1991)
 QZ0213
 QZ0213                         *CURRENT SURVEY CONTROL
 QZ0213  ___________________________________________________________________
 QZ0213* NAD 83(1986)-  45 40 28.     (N)    114 57 54.     (W)     SCALED    
 QZ0213* NAVD 88     -      2160.615  (meters)    7088.62   (feet)  ADJUSTED  
 QZ0213  ___________________________________________________________________
 QZ0213  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 QZ0213  DYNAMIC HT  -        2159.596 (meters)    7085.27  (feet)  COMP
 QZ0213  MODELED GRAV-     980,065.7   (mgal)                       NAVD 88
 QZ0213
 QZ0213  VERT ORDER  -  FIRST     CLASS II
 QZ0213
 QZ0213.The horizontal coordinates were scaled from a topographic map and have
 QZ0213.an estimated accuracy of +/- 6 seconds.
 QZ0213
 QZ0213.The orthometric height was determined by differential leveling
 QZ0213.and adjusted by the National Geodetic Survey in June 1991..
 QZ0213
 QZ0213.The geoid height was determined by GEOID03.
 QZ0213
 QZ0213.The dynamic height is computed by dividing the NAVD 88
 QZ0213.geopotential number by the normal gravity value computed on the
 QZ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0213.degrees latitude (g = 980.6199 gals.).
 QZ0213
 QZ0213.The modeled gravity was interpolated from observed gravity values.
 QZ0213
 QZ0213;                    North         East    Units  Estimated Accuracy
 QZ0213;SPC ID W     -   445,560.      861,160.      MT  (+/- 180 meters Scaled)
 QZ0213
 QZ0213                          SUPERSEDED SURVEY CONTROL
 QZ0213
 QZ0213  NGVD 29 (??/??/92) 2159.292  (m)         7084.28   (f) ADJ UNCH    1 2
 QZ0213
 QZ0213.Superseded values are not recommended for survey control.
 QZ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0213.See file dsdata.txt to determine how the superseded data were derived.
 QZ0213
 QZ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL584598(NAD 83)
 QZ0213_MARKER: DB = BENCH MARK DISK
 QZ0213_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0213_SP_SET: GRANITE OUTCROP
 QZ0213_STAMPING: C 313 1945
 QZ0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0213+STABILITY: POSITION/ELEVATION WELL
 QZ0213
 QZ0213  HISTORY     - Date     Condition        Report By
 QZ0213  HISTORY     - 1945     MONUMENTED       CGS
 QZ0213  HISTORY     - 1946     GOOD             NGS
 QZ0213  HISTORY     - 1974     GOOD             USGS
 QZ0213
 QZ0213                          STATION DESCRIPTION
 QZ0213
 QZ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0213'45.95 MI E FROM ELK CITY.
 QZ0213'ALONG CONNER - GRANGEVILLE ROAD, 45.95 MILES EAST OF THE POST OFFICE
 QZ0213'AT ELK CITY, 8.85 MILES EAST OF BRIDGE OVER BARGAMIN CREEK, 1.1 MILE
 QZ0213'WEST OF THE BOUNDARY LINE BETWEEN THE NEZPERCE AND BITTERROOT NATIONAL
 QZ0213'FORESTS, AT SHARP TURN, 27.5 FEET NORTHWEST OF CENTERLINE OF ROAD, SET
 QZ0213'IN THE TOP OF A LARGE FLAT SURFACE ABOUT 2 1/2 FEET BELOW THE TOP OF
 QZ0213'THE LARGEST AND MOST PROMINENT GRANITE OUTCROP IN THIS VICINITY AND
 QZ0213'ABOUT 7 FEET ABOVE ROAD.  A BRONZE DISK.
 QZ0213
 QZ0213                          STATION RECOVERY (1946)
 QZ0213
 QZ0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QZ0213'RECOVERED IN GOOD CONDITION.
 QZ0213
 QZ0213                          STATION RECOVERY (1974)
 QZ0213
 QZ0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0213'ALONG NEZ PERCE TRAIL ROAD, 47.0 MILES EAST OF POST OFFICE AT ELK
 QZ0213'CITY, IDAHO, 1.8 MILES EAST OF DRY SADDLE, AT A SHARP NW TO NE BEND
 QZ0213'IN THE ROAD, ON THE OUTSIDE OF A CURVE, 19 FEET NORTH OF A LONE TREE,
 QZ0213'32 FEET NW OF CENTERLINE ROAD AND ABOUT 5 1/2 FEET ABOVE ROAD LEVEL,
 QZ0213'ON A 12 X 10 FOOT FLAT BOULDER ABOUT 2 1/2 FEET LOWER THAN THE
 QZ0213'HIGHEST ROCK IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0491 ***********************************************************************
 QZ0491  DESIGNATION -  C 314
 QZ0491  PID         -  QZ0491
 QZ0491  STATE/COUNTY-  ID/IDAHO
 QZ0491  USGS QUAD   -  GOLDEN (1995)
 QZ0491
 QZ0491                         *CURRENT SURVEY CONTROL
 QZ0491  ___________________________________________________________________
 QZ0491* NAD 83(1986)-  45 48 30.     (N)    115 38 42.     (W)     SCALED    
 QZ0491* NAVD 88     -      1077.999  (meters)    3536.74   (feet)  ADJUSTED  
 QZ0491  ___________________________________________________________________
 QZ0491  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 QZ0491  DYNAMIC HT  -        1077.705 (meters)    3535.77  (feet)  COMP
 QZ0491  MODELED GRAV-     980,306.7   (mgal)                       NAVD 88
 QZ0491
 QZ0491  VERT ORDER  -  FIRST     CLASS II
 QZ0491
 QZ0491.The horizontal coordinates were scaled from a topographic map and have
 QZ0491.an estimated accuracy of +/- 6 seconds.
 QZ0491
 QZ0491.The orthometric height was determined by differential leveling
 QZ0491.and adjusted by the National Geodetic Survey in June 1991..
 QZ0491
 QZ0491.The geoid height was determined by GEOID03.
 QZ0491
 QZ0491.The dynamic height is computed by dividing the NAVD 88
 QZ0491.geopotential number by the normal gravity value computed on the
 QZ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0491.degrees latitude (g = 980.6199 gals.).
 QZ0491
 QZ0491.The modeled gravity was interpolated from observed gravity values.
 QZ0491
 QZ0491;                    North         East    Units  Estimated Accuracy
 QZ0491;SPC ID W     -   460,140.      808,160.      MT  (+/- 180 meters Scaled)
 QZ0491
 QZ0491                          SUPERSEDED SURVEY CONTROL
 QZ0491
 QZ0491  NGVD 29 (??/??/92) 1076.913  (m)         3533.17   (f) ADJ UNCH    1 2
 QZ0491
 QZ0491.Superseded values are not recommended for survey control.
 QZ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0491.See file dsdata.txt to determine how the superseded data were derived.
 QZ0491
 QZ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL052736(NAD 83)
 QZ0491_MARKER: DB = BENCH MARK DISK
 QZ0491_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0491_SP_SET: GRANITE OUTCROP
 QZ0491_STAMPING: C 314 1945
 QZ0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0491+STABILITY: POSITION/ELEVATION WELL
 QZ0491
 QZ0491  HISTORY     - Date     Condition        Report By
 QZ0491  HISTORY     - 1945     MONUMENTED       CGS
 QZ0491  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0491
 QZ0491                          STATION DESCRIPTION
 QZ0491
 QZ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0491'16.2 MI W FROM ELK CITY.
 QZ0491'ALONG CONNER - GRANGEVILLE ROAD, 16.2 MILES WEST OF THE POST OFFICE AT
 QZ0491'ELK CITY, 0.5 MILE EAST OF THE SERVICE STATION AT FALL CREEK, 0.35
 QZ0491'MILE EAST OF THE MOUTH OF FALL CREEK (THE STREAM AFTER WHICH THE SMALL
 QZ0491'TOWN IS NAMED), AT THE SOUTH END OF THE MOST SOUTHERLY OF TWO TURNOUTS
 QZ0491'ABOUT 250 FEET APART, 27.0 FEET WEST OF CENTERLINE OF ROAD, SET IN TOP
 QZ0491'OF THE WEST TIP END OF A LARGE GRANITE OUTCROP BETWEEN THE ROAD AND
 QZ0491'THE RIVER AND ABOUT 2 FEET BELOW THE ROAD.  A BRONZE DISK. NOTE-- DO
 QZ0491'NOT MISTAKE THE LARGER AND MORE PROMINENT GRANITE OUTCROP AT THE MOST
 QZ0491'NORTHERLY OF THE TWO TURNOUTS FOR THE LOCATION OF THE BENCH MARK
 QZ0491'DESCRIBED ABOVE, THE ABOVE MENTIONED OUTCROP WAS NOT SUITABLE FOR A
 QZ0491'PERMANENT BENCH MARK.  THIS BENCH MARK IS ALSO 2.05 MILES EAST OF THE
 QZ0491'POST OFFICE AT GOLDEN.
 QZ0491
 QZ0491                          STATION RECOVERY (1962)
 QZ0491
 QZ0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0333 ***********************************************************************
 RA0333  DESIGNATION -  C 315
 RA0333  PID         -  RA0333
 RA0333  STATE/COUNTY-  ID/ADAMS
 RA0333  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA0333
 RA0333                         *CURRENT SURVEY CONTROL
 RA0333  ___________________________________________________________________
 RA0333* NAD 83(1986)-  45 16 39.     (N)    116 40 24.     (W)     SCALED    
 RA0333* NAVD 88     -       443.004  (meters)    1453.42   (feet)  ADJUSTED  
 RA0333  ___________________________________________________________________
 RA0333  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 RA0333  DYNAMIC HT  -         442.829 (meters)    1452.85  (feet)  COMP
 RA0333  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 RA0333
 RA0333  VERT ORDER  -  SECOND    CLASS 0
 RA0333
 RA0333.The horizontal coordinates were scaled from a topographic map and have
 RA0333.an estimated accuracy of +/- 6 seconds.
 RA0333
 RA0333.The orthometric height was determined by differential leveling
 RA0333.and adjusted by the National Geodetic Survey in June 1991..
 RA0333
 RA0333.The geoid height was determined by GEOID03.
 RA0333
 RA0333.The dynamic height is computed by dividing the NAVD 88
 RA0333.geopotential number by the normal gravity value computed on the
 RA0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0333.degrees latitude (g = 980.6199 gals.).
 RA0333
 RA0333.The modeled gravity was interpolated from observed gravity values.
 RA0333
 RA0333;                    North         East    Units  Estimated Accuracy
 RA0333;SPC ID W     -   401,560.      727,560.      MT  (+/- 180 meters Scaled)
 RA0333
 RA0333                          SUPERSEDED SURVEY CONTROL
 RA0333
 RA0333  NGVD 29 (??/??/92)  441.861  (m)         1449.67   (f) ADJ UNCH    2 0
 RA0333
 RA0333.Superseded values are not recommended for survey control.
 RA0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0333.See file dsdata.txt to determine how the superseded data were derived.
 RA0333
 RA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL256138(NAD 83)
 RA0333_MARKER: DB = BENCH MARK DISK
 RA0333_SETTING: 80 = SET IN A BOULDER
 RA0333_SP_SET: BOULDER
 RA0333_STAMPING: C 315 1946
 RA0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0333+STABILITY: SURFACE MOTION
 RA0333
 RA0333  HISTORY     - Date     Condition        Report By
 RA0333  HISTORY     - 1946     MONUMENTED       CGS
 RA0333
 RA0333                          STATION DESCRIPTION
 RA0333
 RA0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0333'21.25 MI N FROM HOMESTEAD, OR.
 RA0333'ABOUT 21.25 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0333'EAST BANK OF THE RIVER, ABOUT 4.9 MILES NORTH OF EAGLE BAR, ABOUT 150
 RA0333'FEET NORTH OF A CURVE IN THE RIVER, ON THE OPPOSITE SIDE OF THE RIVER
 RA0333'FROM A VERY HIGH ROCKY CLIFF, A STANDARD DISK SET IN TOP OF A LARGE
 RA0333'BOULDER WHICH EXTENDS OUT TO THE WATER LINE ON THE WEST END OF THE
 RA0333'BOULDER AND PROJECTS ABOUT 4 FEET ABOVE HIGH WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0104 ***********************************************************************
 QZ0104  DESIGNATION -  C 316
 QZ0104  PID         -  QZ0104
 QZ0104  STATE/COUNTY-  ID/LEMHI
 QZ0104  USGS QUAD   -  SQUARE TOP (1962)
 QZ0104
 QZ0104                         *CURRENT SURVEY CONTROL
 QZ0104  ___________________________________________________________________
 QZ0104* NAD 83(1986)-  45 23 52.     (N)    114 43 28.     (W)     SCALED    
 QZ0104* NAVD 88     -       882.095  (meters)    2894.01   (feet)  ADJUSTED  
 QZ0104  ___________________________________________________________________
 QZ0104  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 QZ0104  DYNAMIC HT  -         881.626 (meters)    2892.47  (feet)  COMP
 QZ0104  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 QZ0104
 QZ0104  VERT ORDER  -  SECOND    CLASS 0
 QZ0104
 QZ0104.The horizontal coordinates were scaled from a topographic map and have
 QZ0104.an estimated accuracy of +/- 6 seconds.
 QZ0104
 QZ0104.The orthometric height was determined by differential leveling
 QZ0104.and adjusted by the National Geodetic Survey in June 1991..
 QZ0104
 QZ0104.The geoid height was determined by GEOID03.
 QZ0104
 QZ0104.The dynamic height is computed by dividing the NAVD 88
 QZ0104.geopotential number by the normal gravity value computed on the
 QZ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0104.degrees latitude (g = 980.6199 gals.).
 QZ0104
 QZ0104.The modeled gravity was interpolated from observed gravity values.
 QZ0104
 QZ0104;                    North         East    Units  Estimated Accuracy
 QZ0104;SPC ID C     -   414,770.      443,280.      MT  (+/- 180 meters Scaled)
 QZ0104
 QZ0104                          SUPERSEDED SURVEY CONTROL
 QZ0104
 QZ0104  NGVD 29 (??/??/92)  880.769  (m)         2889.66   (f) ADJ UNCH    2 0
 QZ0104
 QZ0104.Superseded values are not recommended for survey control.
 QZ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0104.See file dsdata.txt to determine how the superseded data were derived.
 QZ0104
 QZ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL781296(NAD 83)
 QZ0104_MARKER: DB = BENCH MARK DISK
 QZ0104_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0104_SP_SET: FLAT ROCK OUTCROP
 QZ0104_STAMPING: C 316 1945
 QZ0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0104+STABILITY: POSITION/ELEVATION WELL
 QZ0104
 QZ0104  HISTORY     - Date     Condition        Report By
 QZ0104  HISTORY     - 1945     MONUMENTED       CGS
 QZ0104
 QZ0104                          STATION DESCRIPTION
 QZ0104
 QZ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0104'30.9 MI W FROM SHOUP.
 QZ0104'30.9 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE NORTHERLY SIDE OF
 QZ0104'THE SALMON RIVER, SET IN THE TOP OF FLAT ROCK OUTCROP, ON SOUTH SLOPE
 QZ0104'OF HILL, BETWEEN RIVER AND TRAIL, 20 FEET SOUTH OF TRAIL AND 12 FEET
 QZ0104'SOUTHWEST OF LARGE PINE WITH TRIANGULAR BLAZES ON THE NORTH AND SOUTH
 QZ0104'SIDES.  BRONZE BENCH MARK DISK SET IN TOP OF FLATROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0275 ***********************************************************************
 QZ0275  DESIGNATION -  C 317
 QZ0275  PID         -  QZ0275
 QZ0275  STATE/COUNTY-  ID/IDAHO
 QZ0275  USGS QUAD   -  SHEEP HILL (1995)
 QZ0275
 QZ0275                         *CURRENT SURVEY CONTROL
 QZ0275  ___________________________________________________________________
 QZ0275* NAD 83(1986)-  45 30 31.     (N)    115 03 36.     (W)     SCALED    
 QZ0275* NAVD 88     -       797.167  (meters)    2615.37   (feet)  ADJUSTED  
 QZ0275  ___________________________________________________________________
 QZ0275  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 QZ0275  DYNAMIC HT  -         796.676 (meters)    2613.76  (feet)  COMP
 QZ0275  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 QZ0275
 QZ0275  VERT ORDER  -  SECOND    CLASS 0
 QZ0275
 QZ0275.The horizontal coordinates were scaled from a topographic map and have
 QZ0275.an estimated accuracy of +/- 6 seconds.
 QZ0275
 QZ0275.The orthometric height was determined by differential leveling
 QZ0275.and adjusted by the National Geodetic Survey in June 1991..
 QZ0275
 QZ0275.The geoid height was determined by GEOID03.
 QZ0275
 QZ0275.The dynamic height is computed by dividing the NAVD 88
 QZ0275.geopotential number by the normal gravity value computed on the
 QZ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0275.degrees latitude (g = 980.6199 gals.).
 QZ0275
 QZ0275.The modeled gravity was interpolated from observed gravity values.
 QZ0275
 QZ0275;                    North         East    Units  Estimated Accuracy
 QZ0275;SPC ID W     -   427,060.      853,920.      MT  (+/- 180 meters Scaled)
 QZ0275
 QZ0275                          SUPERSEDED SURVEY CONTROL
 QZ0275
 QZ0275  NGVD 29 (??/??/92)  795.750  (m)         2610.72   (f) ADJ UNCH    2 0
 QZ0275
 QZ0275.Superseded values are not recommended for survey control.
 QZ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0275.See file dsdata.txt to determine how the superseded data were derived.
 QZ0275
 QZ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL515412(NAD 83)
 QZ0275_MARKER: DB = BENCH MARK DISK
 QZ0275_SETTING: 80 = SET IN A BOULDER
 QZ0275_SP_SET: BOULDER
 QZ0275_STAMPING: C 317 1945
 QZ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0275+STABILITY: SURFACE MOTION
 QZ0275
 QZ0275  HISTORY     - Date     Condition        Report By
 QZ0275  HISTORY     - 1945     MONUMENTED       CGS
 QZ0275
 QZ0275                          STATION DESCRIPTION
 QZ0275
 QZ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0275'52.6 MI W FROM SHOUP.
 QZ0275'52.6 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE SOUTHERLY SIDE OF
 QZ0275'THE SALMON RIVER, SET IN TOP OF BOULDER, ON SOUTH SIDE OF RIVER FROM A
 QZ0275'PROMINENT ROCK BLUFF ON SOUTH SLOPE OF HILL, AND JUST BELOW HIGH WATER
 QZ0275'LEVEL.  BRONZE BENCH MARK DISK.  BRONZE DISK SET IN THE TOP OF
 QZ0275'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0326 ***********************************************************************
 QZ0326  DESIGNATION -  C 318
 QZ0326  PID         -  QZ0326
 QZ0326  STATE/COUNTY-  ID/IDAHO
 QZ0326  USGS QUAD   -  FIVEMILE BAR (1995)
 QZ0326
 QZ0326                         *CURRENT SURVEY CONTROL
 QZ0326  ___________________________________________________________________
 QZ0326* NAD 83(1986)-  45 25 02.     (N)    115 27 54.     (W)     SCALED    
 QZ0326* NAVD 88     -       674.280  (meters)    2212.20   (feet)  ADJUSTED  
 QZ0326  ___________________________________________________________________
 QZ0326  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 QZ0326  DYNAMIC HT  -         673.886 (meters)    2210.91  (feet)  COMP
 QZ0326  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 QZ0326
 QZ0326  VERT ORDER  -  SECOND    CLASS 0
 QZ0326
 QZ0326.The horizontal coordinates were scaled from a topographic map and have
 QZ0326.an estimated accuracy of +/- 6 seconds.
 QZ0326
 QZ0326.The orthometric height was determined by differential leveling
 QZ0326.and adjusted by the National Geodetic Survey in June 1991..
 QZ0326
 QZ0326.The geoid height was determined by GEOID03.
 QZ0326
 QZ0326.The dynamic height is computed by dividing the NAVD 88
 QZ0326.geopotential number by the normal gravity value computed on the
 QZ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0326.degrees latitude (g = 980.6199 gals.).
 QZ0326
 QZ0326.The modeled gravity was interpolated from observed gravity values.
 QZ0326
 QZ0326;                    North         East    Units  Estimated Accuracy
 QZ0326;SPC ID W     -   416,710.      822,310.      MT  (+/- 180 meters Scaled)
 QZ0326
 QZ0326                          SUPERSEDED SURVEY CONTROL
 QZ0326
 QZ0326  NGVD 29 (??/??/92)  672.922  (m)         2207.74   (f) ADJ UNCH    2 0
 QZ0326
 QZ0326.Superseded values are not recommended for survey control.
 QZ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0326.See file dsdata.txt to determine how the superseded data were derived.
 QZ0326
 QZ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL201304(NAD 83)
 QZ0326_MARKER: DB = BENCH MARK DISK
 QZ0326_SETTING: 80 = SET IN A BOULDER
 QZ0326_SP_SET: BOULDER
 QZ0326_STAMPING: C 318 1945
 QZ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0326+STABILITY: SURFACE MOTION
 QZ0326
 QZ0326  HISTORY     - Date     Condition        Report By
 QZ0326  HISTORY     - 1945     MONUMENTED       CGS
 QZ0326  HISTORY     - 1974     GOOD             USGS
 QZ0326
 QZ0326                          STATION DESCRIPTION
 QZ0326
 QZ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0326'33.5 MI E FROM FRENCH CREEK.
 QZ0326'33.5 MILES EAST OF FRENCH CREEK, ON THE NORTHERLY SIDE OF THE SALMON
 QZ0326'RIVER, SET IN TOP OF BOULDER, ABOUT 300 FEET SOUTHWEST OF CABLE
 QZ0326'CROSSING, ABOUT 125 FEET SOUTH OF BROWN LOG CABIN, AND BELOW HIGH
 QZ0326'WATER LEVEL.  BRONZE BENCH MARK DISK SET IN TOP OF BOULDER.
 QZ0326
 QZ0326                          STATION RECOVERY (1974)
 QZ0326
 QZ0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0326'FRENCH CREEK, 33.5 MILES EAST ALONG SALMON RIVER, AND ON THE
 QZ0326'NORTHERLY SIDE OF. AT PAINTER BAR, ABOUT 300 FEET SOUTHWEST OF OLD
 QZ0326'CABLE CROSSING, ABOUT 134 FEET SOUTHEAST OF AN OLD (BROWN WITH RED
 QZ0326'ROOF) CABIN ON KNOLL OVERLOOKING RIVER. A STANDARD DISK SET INTOP OF
 QZ0326'BOULDER BELOW HIGH WATER LINE. STAMPED C 318 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0470 ***********************************************************************
 RA0470  DESIGNATION -  C 319
 RA0470  PID         -  RA0470
 RA0470  STATE/COUNTY-  ID/IDAHO
 RA0470  USGS QUAD   -  BOLES (1963)
 RA0470
 RA0470                         *CURRENT SURVEY CONTROL
 RA0470  ___________________________________________________________________
 RA0470* NAD 83(1986)-  45 58 31.     (N)    116 30 09.     (W)     SCALED    
 RA0470* NAVD 88     -       375.877  (meters)    1233.19   (feet)  ADJUSTED  
 RA0470  ___________________________________________________________________
 RA0470  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 RA0470  DYNAMIC HT  -         375.775 (meters)    1232.86  (feet)  COMP
 RA0470  MODELED GRAV-     980,340.4   (mgal)                       NAVD 88
 RA0470
 RA0470  VERT ORDER  -  SECOND    CLASS 0
 RA0470
 RA0470.The horizontal coordinates were scaled from a topographic map and have
 RA0470.an estimated accuracy of +/- 6 seconds.
 RA0470
 RA0470.The orthometric height was determined by differential leveling
 RA0470.and adjusted by the National Geodetic Survey in June 1991..
 RA0470
 RA0470.The geoid height was determined by GEOID03.
 RA0470
 RA0470.The dynamic height is computed by dividing the NAVD 88
 RA0470.geopotential number by the normal gravity value computed on the
 RA0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0470.degrees latitude (g = 980.6199 gals.).
 RA0470
 RA0470.The modeled gravity was interpolated from observed gravity values.
 RA0470
 RA0470;                    North         East    Units  Estimated Accuracy
 RA0470;SPC ID W     -   478,970.      741,690.      MT  (+/- 180 meters Scaled)
 RA0470
 RA0470                          SUPERSEDED SURVEY CONTROL
 RA0470
 RA0470  NGVD 29 (??/??/92)  374.753  (m)         1229.50   (f) ADJ UNCH    2 0
 RA0470
 RA0470.Superseded values are not recommended for survey control.
 RA0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0470.See file dsdata.txt to determine how the superseded data were derived.
 RA0470
 RA0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL385914(NAD 83)
 RA0470_MARKER: DB = BENCH MARK DISK
 RA0470_SETTING: 66 = SET IN ROCK OUTCROP
 RA0470_SP_SET: ROCK LEDGE
 RA0470_STAMPING: C 319 1945
 RA0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0470+STABILITY: POSITION/ELEVATION WELL
 RA0470
 RA0470  HISTORY     - Date     Condition        Report By
 RA0470  HISTORY     - 1945     MONUMENTED       CGS
 RA0470
 RA0470                          STATION DESCRIPTION
 RA0470
 RA0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0470'7.0 MI NW FROM RICE CREEK BRIDGE.
 RA0470'7.0 MILES NORTHWEST ALONG THE SALMON RIVER FROM THE RICE CREEK BRIDGE,
 RA0470'ON THE SOUTHEAST SIDE OF THE RIVER AND DIRECTLY ACROSS RIVER FROM A
 RA0470'ROCK PROJECTING INTO THE RIVER, ABOUT 6 FEET NORTHWEST OF A SMALL
 RA0470'VERTICAL BLUFF, AND ABOVE HIGH WATER LEVEL.  A BRONZE DISK, SET IN THE
 RA0470'TOP OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0643 ***********************************************************************
 NV0643  DESIGNATION -  C 32
 NV0643  PID         -  NV0643
 NV0643  STATE/COUNTY-  ID/OWYHEE
 NV0643  USGS QUAD   -  AUSTIN BUTTE (1980)
 NV0643
 NV0643                         *CURRENT SURVEY CONTROL
 NV0643  ___________________________________________________________________
 NV0643* NAD 83(1986)-  42 33 11.     (N)    115 42 35.     (W)     SCALED    
 NV0643* NAVD 88     -      1252.121  (meters)    4108.00   (feet)  ADJUSTED  
 NV0643  ___________________________________________________________________
 NV0643  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 NV0643  DYNAMIC HT  -        1251.412 (meters)    4105.67  (feet)  COMP
 NV0643  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 NV0643
 NV0643  VERT ORDER  -  FIRST     CLASS II
 NV0643
 NV0643.The horizontal coordinates were scaled from a topographic map and have
 NV0643.an estimated accuracy of +/- 6 seconds.
 NV0643
 NV0643.The orthometric height was determined by differential leveling
 NV0643.and adjusted by the National Geodetic Survey in June 1991..
 NV0643
 NV0643.The geoid height was determined by GEOID03.
 NV0643
 NV0643.The dynamic height is computed by dividing the NAVD 88
 NV0643.geopotential number by the normal gravity value computed on the
 NV0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0643.degrees latitude (g = 980.6199 gals.).
 NV0643
 NV0643.The modeled gravity was interpolated from observed gravity values.
 NV0643
 NV0643;                    North         East    Units  Estimated Accuracy
 NV0643;SPC ID W     -    98,450.      803,310.      MT  (+/- 180 meters Scaled)
 NV0643
 NV0643                          SUPERSEDED SURVEY CONTROL
 NV0643
 NV0643  NGVD 29 (??/??/92) 1251.122  (m)         4104.72   (f) ADJ UNCH    1 2
 NV0643
 NV0643.Superseded values are not recommended for survey control.
 NV0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0643.See file dsdata.txt to determine how the superseded data were derived.
 NV0643
 NV0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH059119(NAD 83)
 NV0643_MARKER: DB = BENCH MARK DISK
 NV0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0643_STAMPING: C 32 1934
 NV0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0643+STABILITY: SURFACE MOTION
 NV0643
 NV0643  HISTORY     - Date     Condition        Report By
 NV0643  HISTORY     - 1934     MONUMENTED       CGS
 NV0643
 NV0643                          STATION DESCRIPTION
 NV0643
 NV0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0643'18.8 MI SW FROM HOT SPRING.
 NV0643'18.8 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0643'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, IN THE SADDLE BETWEEN TWO
 NV0643'RIDGES ABOUT 1000 FEET APART, AT THE SOUTH END OF A LONG SAGEBRUSH
 NV0643'FLAT, AND 35 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 NV0643'DISK, STAMPED C 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0377 ***********************************************************************
 RA0377  DESIGNATION -  C 320
 RA0377  PID         -  RA0377
 RA0377  STATE/COUNTY-  ID/ADAMS
 RA0377  USGS QUAD   -  HOMESTEAD (1990)
 RA0377
 RA0377                         *CURRENT SURVEY CONTROL
 RA0377  ___________________________________________________________________
 RA0377* NAD 83(1986)-  45 02 54.     (N)    116 48 29.     (W)     SCALED    
 RA0377* NAVD 88     -       625.594  (meters)    2052.47   (feet)  ADJUSTED  
 RA0377  ___________________________________________________________________
 RA0377  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 RA0377  DYNAMIC HT  -         625.444 (meters)    2051.98  (feet)  COMP
 RA0377  MODELED GRAV-     980,359.2   (mgal)                       NAVD 88
 RA0377
 RA0377  VERT ORDER  -  SECOND    CLASS 0
 RA0377
 RA0377.The horizontal coordinates were scaled from a topographic map and have
 RA0377.an estimated accuracy of +/- 6 seconds.
 RA0377
 RA0377.The orthometric height was determined by differential leveling
 RA0377.and adjusted by the National Geodetic Survey in June 1991..
 RA0377
 RA0377.The geoid height was determined by GEOID03.
 RA0377
 RA0377.The dynamic height is computed by dividing the NAVD 88
 RA0377.geopotential number by the normal gravity value computed on the
 RA0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0377.degrees latitude (g = 980.6199 gals.).
 RA0377
 RA0377.The modeled gravity was interpolated from observed gravity values.
 RA0377
 RA0377;                    North         East    Units  Estimated Accuracy
 RA0377;SPC ID W     -   376,220.      716,650.      MT  (+/- 180 meters Scaled)
 RA0377
 RA0377                          SUPERSEDED SURVEY CONTROL
 RA0377
 RA0377  NGVD 29 (??/??/92)  624.564  (m)         2049.09   (f) ADJ UNCH    2 0
 RA0377
 RA0377.Superseded values are not recommended for survey control.
 RA0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0377.See file dsdata.txt to determine how the superseded data were derived.
 RA0377
 RA0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK151883(NAD 83)
 RA0377_MARKER: DB = BENCH MARK DISK
 RA0377_SETTING: 66 = SET IN ROCK OUTCROP
 RA0377_SP_SET: ROCK OUTCROP
 RA0377_STAMPING: C 320 1946
 RA0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0377+STABILITY: POSITION/ELEVATION WELL
 RA0377
 RA0377  HISTORY     - Date     Condition        Report By
 RA0377  HISTORY     - 1946     MONUMENTED       CGS
 RA0377  HISTORY     - 1957     MARK NOT FOUND   NGS
 RA0377
 RA0377                          STATION DESCRIPTION
 RA0377
 RA0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0377'42.0 MI NW FROM FRUITVALE.
 RA0377'ABOUT 42.0 MILES NORTHWEST ALONG THE FRUITVALE-HOMESTEAD ROAD FROM THE
 RA0377'POST OFFICE AT FRUITVALE, 3.2 MILES NORTHEAST OF THE POST OFFICE AT
 RA0377'HOMESTEAD, 6 FEET WEST OF THE CENTER LINE OF THE ROAD, AND SET IN THE
 RA0377'TOP OF A ROCK OUTCROP ABOUT 1.0 FOOT ABOVE THE ROAD LEVEL.
 RA0377
 RA0377                          STATION RECOVERY (1957)
 RA0377
 RA0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RA0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0417 ***********************************************************************
 QB0417  DESIGNATION -  C 321
 QB0417  PID         -  QB0417
 QB0417  STATE/COUNTY-  ID/WASHINGTON
 QB0417  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0417
 QB0417                         *CURRENT SURVEY CONTROL
 QB0417  ___________________________________________________________________
 QB0417* NAD 83(1992)-  44 33 57.05093(N)    116 35 11.21196(W)     ADJUSTED  
 QB0417* NAVD 88     -       828.418  (meters)    2717.90   (feet)  ADJUSTED  
 QB0417  ___________________________________________________________________
 QB0417  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 QB0417  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 QB0417  DYNAMIC HT  -         828.172 (meters)    2717.09  (feet)  COMP
 QB0417  MODELED GRAV-     980,294.5   (mgal)                       NAVD 88
 QB0417
 QB0417  HORZ ORDER  -  THIRD
 QB0417  VERT ORDER  -  FIRST     CLASS II
 QB0417
 QB0417.The horizontal coordinates were established by classical geodetic methods
 QB0417.and adjusted by the National Geodetic Survey in July 1992..
 QB0417
 QB0417.The orthometric height was determined by differential leveling
 QB0417.and adjusted by the National Geodetic Survey in June 1991..
 QB0417
 QB0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0417
 QB0417.The geoid height was determined by GEOID03.
 QB0417
 QB0417.The dynamic height is computed by dividing the NAVD 88
 QB0417.geopotential number by the normal gravity value computed on the
 QB0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0417.degrees latitude (g = 980.6199 gals.).
 QB0417
 QB0417.The modeled gravity was interpolated from observed gravity values.
 QB0417
 QB0417;                    North         East     Units Scale Factor Converg.
 QB0417;SPC ID W     -   322,403.422   733,556.981   MT  0.99998760   -0 35 13.1
 QB0417;UTM  11      - 4,934,806.565   532,839.452   MT  0.99961326   +0 17 24.7
 QB0417
 QB0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0417!SPC ID W     -   0.99987266  x   0.99998760  =   0.99986026
 QB0417!UTM  11      -   0.99987266  x   0.99961326  =   0.99948597
 QB0417
 QB0417                          SUPERSEDED SURVEY CONTROL
 QB0417
 QB0417  NAD 83(1991)-  44 33 57.05081(N)    116 35 11.21767(W) AD(       ) 3
 QB0417  NGVD 29 (??/??/92)  827.375  (m)         2714.48   (f) ADJ UNCH    1 2
 QB0417
 QB0417.Superseded values are not recommended for survey control.
 QB0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0417.See file dsdata.txt to determine how the superseded data were derived.
 QB0417
 QB0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK3283934807(NAD 83)
 QB0417_MARKER: DD = SURVEY DISK
 QB0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0417_STAMPING: C 321 1946
 QB0417_MARK LOGO: IDPWD 
 QB0417_PROJECTION: PROJECTING 10 CENTIMETERS
 QB0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0417+STABILITY: SURFACE MOTION
 QB0417
 QB0417  HISTORY     - Date     Condition        Report By
 QB0417  HISTORY     - 1946     MONUMENTED       IDPWD
 QB0417  HISTORY     - 1954     GOOD             USGS
 QB0417  HISTORY     - 1967     GOOD             NGS
 QB0417  HISTORY     - 1983     GOOD             NGS
 QB0417
 QB0417                          STATION DESCRIPTION
 QB0417
 QB0417'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QB0417'DESCRIBED BY NGS IN IDAHO LEVEL LINE NO. 27, P. 10, (1948) LEWISTON TO
 QB0417'WEISER, IDAHO, AS FOLLOWS
 QB0417'
 QB0417'ABOUT 4.6 MI. E. ALONG U.S. HIGHWAY 95 FROM UNION PACIFIC RAILROAD
 QB0417'STATION AT CAMBRIDGE, WASHINGTON COUNTY, ABOUT 0.2 MI. NW. OF LARGE
 QB0417'RED BARN, 39 FT. NW. OF CENTER OF HIGHWAY, 22 FT. NE. OF POWER
 QB0417'TRANSMISSION LINE POLE AND ABOUT 2 FT. HIGHER THAN HIGHWAY.  AN IDAHO
 QB0417'DEPARTMENT OF PUBLIC WORKS STANDARD DISK STAMPED---C 321 1946---, SET
 QB0417'IN TOP OF CONCRETE POST PROJECTING ABOUT 6 IN. ABOVE GROUND (827.375
 QB0417'METERS OR 2,714.479 FT.).
 QB0417'
 QB0417'LIST OF USGS, 1954--FOUND AS DESCRIBED BY NGS.
 QB0417'
 QB0417'STATION MARK--IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK
 QB0417'STAMPED---C 321 1946---, SET IN TOP OF CONCRETE POST PROJECTING 6 IN.
 QB0417'ABOVE GROUND.
 QB0417
 QB0417                          STATION RECOVERY (1967)
 QB0417
 QB0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0417'4.7 MI E FROM CAMBRIDGE.
 QB0417'4.7 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0417'CAMBRIDGE, 0.25 MILE EAST OF MILE POST NO. 122, 40 FEET NORTHWEST OF
 QB0417'THE CENTER LINE OF THE HIGHWAY, 23 FEET WEST OF POWER POLE NO. 64 WITH
 QB0417'A WITNESS SIGN NAILED ON IT, IN THE RIGHT-OF-WAY FENCE LINE SET IN A
 QB0417'5-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 QB0417
 QB0417                          STATION RECOVERY (1983)
 QB0417
 QB0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0417'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.65 KM
 QB0417'(4.75 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0417'71 IN CAMBRIDGE, ON THE INSIDE AND AT THE NORTHEAST END OF A CURVE,
 QB0417'0.15 KM (0.1 MI) NORTHEAST OF MILEPOST 118, 11.9 METERS (39 FT)
 QB0417'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.0 METERS (23 FT)
 QB0417'SOUTHWEST OF POWER LINE POLE 64 WHICH IS THE FIRST POLE NORTHEAST OF A
 QB0417'POLE WITH A GUY LINE CROSSING THE HIGHWAY, 0.1 METER (0.3 FT)
 QB0417'NORTHWEST OF A FENCE.  NOTE--THE CONCRETE POST IS CRACKED AND
 QB0417'DETERIORATING.
 QB0417'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 QB0417'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0560 ***********************************************************************
 QA0560  DESIGNATION -  C 322
 QA0560  PID         -  QA0560
 QA0560  STATE/COUNTY-  ID/VALLEY
 QA0560  USGS QUAD   -  WARM LAKE (1988)
 QA0560
 QA0560                         *CURRENT SURVEY CONTROL
 QA0560  ___________________________________________________________________
 QA0560* NAD 83(1986)-  44 42 13.     (N)    115 41 43.     (W)     SCALED    
 QA0560* NAVD 88     -      1556.040  (meters)    5105.11   (feet)  ADJUSTED  
 QA0560  ___________________________________________________________________
 QA0560  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 QA0560  DYNAMIC HT  -        1555.260 (meters)    5102.55  (feet)  COMP
 QA0560  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 QA0560
 QA0560  VERT ORDER  -  SECOND    CLASS 0
 QA0560
 QA0560.The horizontal coordinates were scaled from a topographic map and have
 QA0560.an estimated accuracy of +/- 6 seconds.
 QA0560
 QA0560.The orthometric height was determined by differential leveling
 QA0560.and adjusted by the National Geodetic Survey in June 1991..
 QA0560
 QA0560.The geoid height was determined by GEOID03.
 QA0560
 QA0560.The dynamic height is computed by dividing the NAVD 88
 QA0560.geopotential number by the normal gravity value computed on the
 QA0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0560.degrees latitude (g = 980.6199 gals.).
 QA0560
 QA0560.The modeled gravity was interpolated from observed gravity values.
 QA0560
 QA0560;                    North         East    Units  Estimated Accuracy
 QA0560;SPC ID W     -   337,370.      804,340.      MT  (+/- 180 meters Scaled)
 QA0560
 QA0560                          SUPERSEDED SURVEY CONTROL
 QA0560
 QA0560  NGVD 29 (??/??/92) 1554.849  (m)         5101.20   (f) ADJ UNCH    2 0
 QA0560
 QA0560.Superseded values are not recommended for survey control.
 QA0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0560.See file dsdata.txt to determine how the superseded data were derived.
 QA0560
 QA0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK033508(NAD 83)
 QA0560_MARKER: DB = BENCH MARK DISK
 QA0560_SETTING: 66 = SET IN ROCK OUTCROP
 QA0560_SP_SET: ROCK OUTCROP
 QA0560_STAMPING: C 322 1947
 QA0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0560+STABILITY: POSITION/ELEVATION WELL
 QA0560
 QA0560  HISTORY     - Date     Condition        Report By
 QA0560  HISTORY     - 1947     MONUMENTED       CGS
 QA0560
 QA0560                          STATION DESCRIPTION
 QA0560
 QA0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0560'5.0 MI N FROM WARM LAKE.
 QA0560'2.0 MILES NORTHWEST ALONG STIBNITE ROAD FROM THE POST OFFICE AT WARM
 QA0560'LAKE, THENCE 3.0 MILES NORTH ALONG THE SOUTH FORK ROAD, AT DIME CREEK,
 QA0560'AT A SMALL CLEARING WEST OF THE ROAD, 44.0 FEET SOUTHWEST OF THE
 QA0560'CENTER LINE OF THE BRIDGE OVER DIME CREEK, 35.0 FEET WEST OF THE
 QA0560'CENTER LINE OF THE ROAD, 21.0 FEET SOUTH OF AN 8-INCH PINE TREE WITH A
 QA0560'BLAZE, SET IN THE TOP OF A GRANITE ROCK OUTCROP PROJECTING 2.0 FEET
 QA0560'ABOVE THE GROUND AND ABOUT 1 FOOT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0275 ***********************************************************************
 QA0275  DESIGNATION -  C 323
 QA0275  PID         -  QA0275
 QA0275  STATE/COUNTY-  ID/VALLEY
 QA0275  USGS QUAD   -  ARTILLERY DOME (1990)
 QA0275
 QA0275                         *CURRENT SURVEY CONTROL
 QA0275  ___________________________________________________________________
 QA0275* NAD 83(1986)-  44 44 51.     (N)    115 07 48.     (W)     SCALED    
 QA0275* NAVD 88     -      1443.797  (meters)    4736.86   (feet)  ADJUSTED  
 QA0275  ___________________________________________________________________
 QA0275  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 QA0275  DYNAMIC HT  -        1442.883 (meters)    4733.86  (feet)  COMP
 QA0275  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 QA0275
 QA0275  VERT ORDER  -  SECOND    CLASS 0
 QA0275
 QA0275.The horizontal coordinates were scaled from a topographic map and have
 QA0275.an estimated accuracy of +/- 6 seconds.
 QA0275
 QA0275.The orthometric height was determined by differential leveling
 QA0275.and adjusted by the National Geodetic Survey in June 1991..
 QA0275
 QA0275.The geoid height was determined by GEOID03.
 QA0275
 QA0275.The dynamic height is computed by dividing the NAVD 88
 QA0275.geopotential number by the normal gravity value computed on the
 QA0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0275.degrees latitude (g = 980.6199 gals.).
 QA0275
 QA0275.The modeled gravity was interpolated from observed gravity values.
 QA0275
 QA0275;                    North         East    Units  Estimated Accuracy
 QA0275;SPC ID W     -   342,440.      849,100.      MT  (+/- 180 meters Scaled)
 QA0275
 QA0275                          SUPERSEDED SURVEY CONTROL
 QA0275
 QA0275  NGVD 29 (??/??/92) 1442.244  (m)         4731.76   (f) ADJ UNCH    2 0
 QA0275
 QA0275.Superseded values are not recommended for survey control.
 QA0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0275.See file dsdata.txt to determine how the superseded data were derived.
 QA0275
 QA0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK480566(NAD 83)
 QA0275_MARKER: DB = BENCH MARK DISK
 QA0275_SETTING: 80 = SET IN A BOULDER
 QA0275_SP_SET: BOULDER
 QA0275_STAMPING: C 323 1947
 QA0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0275+STABILITY: SURFACE MOTION
 QA0275
 QA0275  HISTORY     - Date     Condition        Report By
 QA0275  HISTORY     - 1947     MONUMENTED       CGS
 QA0275
 QA0275                          STATION DESCRIPTION
 QA0275
 QA0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0275'1.0 MI N FROM MIDDLE FORK GUARD STATION.
 QA0275'ALONG FOREST SERVICE TRAIL FROM MIDDLE FORK GUARD STATION, SET IN
 QA0275'BOULDER PROTRUDING 6 INCHES ABOVE GROUND, 15.4 FEET EAST OF MIDDLE
 QA0275'FORK TRAIL, AND ABOUT 300 YARDS NORTH OF FOREST SERVICE 19 MILE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0211 ***********************************************************************
 QA0211  DESIGNATION -  C 324
 QA0211  PID         -  QA0211
 QA0211  STATE/COUNTY-  ID/LEMHI
 QA0211  USGS QUAD   -  RAMEY HILL (1962)
 QA0211
 QA0211                         *CURRENT SURVEY CONTROL
 QA0211  ___________________________________________________________________
 QA0211* NAD 83(1986)-  44 49 39.     (N)    114 47 37.     (W)     SCALED    
 QA0211* NAVD 88     -      1211.305  (meters)    3974.09   (feet)  ADJUSTED  
 QA0211  ___________________________________________________________________
 QA0211  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 QA0211  DYNAMIC HT  -        1210.578 (meters)    3971.70  (feet)  COMP
 QA0211  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 QA0211
 QA0211  VERT ORDER  -  SECOND    CLASS 0
 QA0211
 QA0211.The horizontal coordinates were scaled from a topographic map and have
 QA0211.an estimated accuracy of +/- 6 seconds.
 QA0211
 QA0211.The orthometric height was determined by differential leveling
 QA0211.and adjusted by the National Geodetic Survey in June 1991..
 QA0211
 QA0211.The geoid height was determined by GEOID03.
 QA0211
 QA0211.The dynamic height is computed by dividing the NAVD 88
 QA0211.geopotential number by the normal gravity value computed on the
 QA0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0211.degrees latitude (g = 980.6199 gals.).
 QA0211
 QA0211.The modeled gravity was interpolated from observed gravity values.
 QA0211
 QA0211;                    North         East    Units  Estimated Accuracy
 QA0211;SPC ID C     -   351,450.      437,240.      MT  (+/- 180 meters Scaled)
 QA0211
 QA0211                          SUPERSEDED SURVEY CONTROL
 QA0211
 QA0211  NGVD 29 (??/??/92) 1209.804  (m)         3969.17   (f) ADJ UNCH    2 0
 QA0211
 QA0211.Superseded values are not recommended for survey control.
 QA0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0211.See file dsdata.txt to determine how the superseded data were derived.
 QA0211
 QA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK744661(NAD 83)
 QA0211_MARKER: DB = BENCH MARK DISK
 QA0211_SETTING: 66 = SET IN ROCK OUTCROP
 QA0211_SP_SET: ROCK LEDGE
 QA0211_STAMPING: C 324 1947
 QA0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0211+STABILITY: POSITION/ELEVATION WELL
 QA0211
 QA0211  HISTORY     - Date     Condition        Report By
 QA0211  HISTORY     - 1947     MONUMENTED       CGS
 QA0211
 QA0211                          STATION DESCRIPTION
 QA0211
 QA0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0211'27.8 MI NE FROM MIDDLE FORK GUARD STATION.
 QA0211'27.8 MILES NE ALONG MIDDLE FORK TRAIL ALONG THE FOREST SERVICE TRAIL
 QA0211'FROM THE MIDDLE FORK GUARD STATION, SET IN A ROCK LEDGE 6 FEET FROM
 QA0211'THE RIVER, 75 FEET WEST OF THE MIDDLE FORK TRAIL, ABOUT 150 YARDS
 QA0211'NORTH OF THE FOREST SERVICE 45-MILE SIGN, AND ABOUT 100 YARDS NORTH
 QA0211'AND ACROSS THE RIVER FROM THE MOUTH OF NORTON CREEK.  USBM PAINTED ON
 QA0211'LEDGE WITH WHITE PAINT.  NOTE-- FOREST SERVICE MILE SIGNS INDICATE
 QA0211'DISTANCE TO SNOW-SHOE CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0140 ***********************************************************************
 QZ0140  DESIGNATION -  C 325
 QZ0140  PID         -  QZ0140
 QZ0140  STATE/COUNTY-  ID/VALLEY
 QZ0140  USGS QUAD   -  PAPOOSE PEAK (1962)
 QZ0140
 QZ0140                         *CURRENT SURVEY CONTROL
 QZ0140  ___________________________________________________________________
 QZ0140* NAD 83(1986)-  45 09 35.     (N)    114 47 55.     (W)     SCALED    
 QZ0140* NAVD 88     -      2281.472  (meters)    7485.13   (feet)  ADJUSTED  
 QZ0140  ___________________________________________________________________
 QZ0140  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 QZ0140  DYNAMIC HT  -        2280.172 (meters)    7480.86  (feet)  COMP
 QZ0140  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 QZ0140
 QZ0140  VERT ORDER  -  SECOND    CLASS 0
 QZ0140
 QZ0140.The horizontal coordinates were scaled from a topographic map and have
 QZ0140.an estimated accuracy of +/- 6 seconds.
 QZ0140
 QZ0140.The orthometric height was determined by differential leveling
 QZ0140.and adjusted by the National Geodetic Survey in June 1991..
 QZ0140
 QZ0140.The geoid height was determined by GEOID03.
 QZ0140
 QZ0140.The dynamic height is computed by dividing the NAVD 88
 QZ0140.geopotential number by the normal gravity value computed on the
 QZ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0140.degrees latitude (g = 980.6199 gals.).
 QZ0140
 QZ0140.The modeled gravity was interpolated from observed gravity values.
 QZ0140
 QZ0140;                    North         East    Units  Estimated Accuracy
 QZ0140;SPC ID W     -   388,500.      874,800.      MT  (+/- 180 meters Scaled)
 QZ0140
 QZ0140                          SUPERSEDED SURVEY CONTROL
 QZ0140
 QZ0140  NGVD 29 (??/??/92) 2280.060  (m)         7480.50   (f) ADJ UNCH    2 0
 QZ0140
 QZ0140.Superseded values are not recommended for survey control.
 QZ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0140.See file dsdata.txt to determine how the superseded data were derived.
 QZ0140
 QZ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL730030(NAD 83)
 QZ0140_MARKER: DB = BENCH MARK DISK
 QZ0140_SETTING: 80 = SET IN A BOULDER
 QZ0140_SP_SET: BOULDER
 QZ0140_STAMPING: C 325 1947
 QZ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0140+STABILITY: SURFACE MOTION
 QZ0140
 QZ0140  HISTORY     - Date     Condition        Report By
 QZ0140  HISTORY     - 1947     MONUMENTED       CGS
 QZ0140  HISTORY     - 1955     GOOD             NGS
 QZ0140
 QZ0140                          STATION DESCRIPTION
 QZ0140
 QZ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0140'8.8 MI NW FROM MOUTH OF BIG CREEK.
 QZ0140'8.8 MILES NORTHWEST (4.3 MILES WEST ALONG BIG CREEK, THENCE 4.5 MILES
 QZ0140'NORTH ALONG GOAT CREEK) ALONG MIDDLE FORK TRAIL FROM THE MOUTH OF BIG
 QZ0140'CREEK, ABOUT 125 FEET EAST OF A BOULDER-COVERED FIELD WHICH IS ON A
 QZ0140'POINT OF A RIDGE OVERLOOKING CLIFF CREEK CANYON, 20 FEET NORTHEAST OF
 QZ0140'THE TRAIL, AND SET IN TOP OF A LARGE BOULDER PROJECTING ABOUT 2 FEET
 QZ0140'ABOVE THE GROUND.
 QZ0140
 QZ0140                          STATION RECOVERY (1955)
 QZ0140
 QZ0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QZ0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0160 ***********************************************************************
 QZ0160  DESIGNATION -  C 326
 QZ0160  PID         -  QZ0160
 QZ0160  STATE/COUNTY-  ID/IDAHO
 QZ0160  USGS QUAD   -  BUTTS CREEK POINT (1962)
 QZ0160
 QZ0160                         *CURRENT SURVEY CONTROL
 QZ0160  ___________________________________________________________________
 QZ0160* NAD 83(1986)-  45 17 18.     (N)    114 39 09.     (W)     SCALED    
 QZ0160* NAVD 88     -      1956.274  (meters)    6418.21   (feet)  ADJUSTED  
 QZ0160  ___________________________________________________________________
 QZ0160  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 QZ0160  DYNAMIC HT  -        1955.502 (meters)    6415.68  (feet)  COMP
 QZ0160  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 QZ0160
 QZ0160  VERT ORDER  -  SECOND    CLASS 0
 QZ0160
 QZ0160.The horizontal coordinates were scaled from a topographic map and have
 QZ0160.an estimated accuracy of +/- 6 seconds.
 QZ0160
 QZ0160.The orthometric height was determined by differential leveling
 QZ0160.and adjusted by the National Geodetic Survey in June 1991..
 QZ0160
 QZ0160.The geoid height was determined by GEOID03.
 QZ0160
 QZ0160.The dynamic height is computed by dividing the NAVD 88
 QZ0160.geopotential number by the normal gravity value computed on the
 QZ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0160.degrees latitude (g = 980.6199 gals.).
 QZ0160
 QZ0160.The modeled gravity was interpolated from observed gravity values.
 QZ0160
 QZ0160;                    North         East    Units  Estimated Accuracy
 QZ0160;SPC ID W     -   402,930.      886,090.      MT  (+/- 180 meters Scaled)
 QZ0160
 QZ0160                          SUPERSEDED SURVEY CONTROL
 QZ0160
 QZ0160  NGVD 29 (??/??/92) 1955.114  (m)         6414.40   (f) ADJ UNCH    2 0
 QZ0160
 QZ0160.Superseded values are not recommended for survey control.
 QZ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0160.See file dsdata.txt to determine how the superseded data were derived.
 QZ0160
 QZ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL840176(NAD 83)
 QZ0160_MARKER: DB = BENCH MARK DISK
 QZ0160_SETTING: 80 = SET IN A BOULDER
 QZ0160_SP_SET: BOULDER
 QZ0160_STAMPING: C 326 1947
 QZ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0160+STABILITY: SURFACE MOTION
 QZ0160
 QZ0160  HISTORY     - Date     Condition        Report By
 QZ0160  HISTORY     - 1947     MONUMENTED       CGS
 QZ0160
 QZ0160                          STATION DESCRIPTION
 QZ0160
 QZ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0160'4.4 MI SW FROM SALMON RIVER PACKBRIDGE.
 QZ0160'4.4 MILES SOUTHWEST ALONG MIDDLE FORK TRAIL FROM THE SALMON RIVER
 QZ0160'PACKBRIDGE, ABOUT 440 FEET NORTHEAST OF THE INTERSECTION OF THE TRAIL
 QZ0160'AND COLOR CREEK, 3.5 FEET WEST OF THE TRAIL, AND SET IN TOP OF A
 QZ0160'BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND.  USBM PAINTED ON
 QZ0160'BOULDER WITH RED PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0370 ***********************************************************************
 QZ0370  DESIGNATION -  C 327
 QZ0370  PID         -  QZ0370
 QZ0370  STATE/COUNTY-  ID/VALLEY
 QZ0370  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0370
 QZ0370                         *CURRENT SURVEY CONTROL
 QZ0370  ___________________________________________________________________
 QZ0370* NAD 83(1986)-  45 01 51.     (N)    115 41 42.     (W)     SCALED    
 QZ0370* NAVD 88     -      1099.277  (meters)    3606.54   (feet)  ADJUSTED  
 QZ0370  ___________________________________________________________________
 QZ0370  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 QZ0370  DYNAMIC HT  -        1098.837 (meters)    3605.10  (feet)  COMP
 QZ0370  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 QZ0370
 QZ0370  VERT ORDER  -  SECOND    CLASS 0
 QZ0370
 QZ0370.The horizontal coordinates were scaled from a topographic map and have
 QZ0370.an estimated accuracy of +/- 6 seconds.
 QZ0370
 QZ0370.The orthometric height was determined by differential leveling
 QZ0370.and adjusted by the National Geodetic Survey in June 1991..
 QZ0370
 QZ0370.The geoid height was determined by GEOID03.
 QZ0370
 QZ0370.The dynamic height is computed by dividing the NAVD 88
 QZ0370.geopotential number by the normal gravity value computed on the
 QZ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0370.degrees latitude (g = 980.6199 gals.).
 QZ0370
 QZ0370.The modeled gravity was interpolated from observed gravity values.
 QZ0370
 QZ0370;                    North         East    Units  Estimated Accuracy
 QZ0370;SPC ID W     -   373,730.      804,330.      MT  (+/- 180 meters Scaled)
 QZ0370
 QZ0370                          SUPERSEDED SURVEY CONTROL
 QZ0370
 QZ0370  NGVD 29 (??/??/92) 1098.137  (m)         3602.80   (f) ADJ UNCH    2 0
 QZ0370
 QZ0370.Superseded values are not recommended for survey control.
 QZ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0370.See file dsdata.txt to determine how the superseded data were derived.
 QZ0370
 QZ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK027872(NAD 83)
 QZ0370_MARKER: DB = BENCH MARK DISK
 QZ0370_SETTING: 80 = SET IN A BOULDER
 QZ0370_SP_SET: BOULDER
 QZ0370_STAMPING: C 327 1948
 QZ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0370+STABILITY: SURFACE MOTION
 QZ0370
 QZ0370  HISTORY     - Date     Condition        Report By
 QZ0370  HISTORY     - 1948     MONUMENTED       CGS
 QZ0370
 QZ0370                          STATION DESCRIPTION
 QZ0370
 QZ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0370'0.7 MI N FROM MOUTH OF SECESH RIVER.
 QZ0370'ABOUT 0.7 MILE NORTH ALONG THE SOUTH FORK TRAIL FROM THE MOUTH OF THE
 QZ0370'SECESH RIVER, ABOUT 250 FEET SOUTH OF HAMILTON CREEK, AT A CLEARING,
 QZ0370'35.0 FEET EAST OF THE CENTER LINE OF THE TRAIL, 4.0 FEET WEST OF THE
 QZ0370'WEST EDGE OF THE SOUTH FORK OF THE SALMON RIVER, SET IN THE TOP AND IN
 QZ0370'THE CENTER OF A HUGE GRANITE BOULDER PROJECTING 3.0 FEET ABOVE THE
 QZ0370'GROUND AND ABOUT 10 FEET BELOW THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0396 ***********************************************************************
 QZ0396  DESIGNATION -  C 328
 QZ0396  PID         -  QZ0396
 QZ0396  STATE/COUNTY-  ID/VALLEY
 QZ0396  USGS QUAD   -  PILOT PEAK (1969)
 QZ0396
 QZ0396                         *CURRENT SURVEY CONTROL
 QZ0396  ___________________________________________________________________
 QZ0396* NAD 83(1986)-  45 10 58.     (N)    115 34 06.     (W)     SCALED    
 QZ0396* NAVD 88     -       952.127  (meters)    3123.77   (feet)  ADJUSTED  
 QZ0396  ___________________________________________________________________
 QZ0396  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 QZ0396  DYNAMIC HT  -         951.745 (meters)    3122.52  (feet)  COMP
 QZ0396  MODELED GRAV-     980,185.5   (mgal)                       NAVD 88
 QZ0396
 QZ0396  VERT ORDER  -  SECOND    CLASS 0
 QZ0396
 QZ0396.The horizontal coordinates were scaled from a topographic map and have
 QZ0396.an estimated accuracy of +/- 6 seconds.
 QZ0396
 QZ0396.The orthometric height was determined by differential leveling
 QZ0396.and adjusted by the National Geodetic Survey in June 1991..
 QZ0396
 QZ0396.The geoid height was determined by GEOID03.
 QZ0396
 QZ0396.The dynamic height is computed by dividing the NAVD 88
 QZ0396.geopotential number by the normal gravity value computed on the
 QZ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0396.degrees latitude (g = 980.6199 gals.).
 QZ0396
 QZ0396.The modeled gravity was interpolated from observed gravity values.
 QZ0396
 QZ0396;                    North         East    Units  Estimated Accuracy
 QZ0396;SPC ID W     -   390,630.      814,280.      MT  (+/- 180 meters Scaled)
 QZ0396
 QZ0396                          SUPERSEDED SURVEY CONTROL
 QZ0396
 QZ0396  NGVD 29 (??/??/92)  950.971  (m)         3119.98   (f) ADJ UNCH    2 0
 QZ0396
 QZ0396.Superseded values are not recommended for survey control.
 QZ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0396.See file dsdata.txt to determine how the superseded data were derived.
 QZ0396
 QZ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL124042(NAD 83)
 QZ0396_MARKER: DB = BENCH MARK DISK
 QZ0396_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0396_SP_SET: ROCK OUTCROP
 QZ0396_STAMPING: C 328 1948
 QZ0396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0396+STABILITY: POSITION/ELEVATION WELL
 QZ0396
 QZ0396  HISTORY     - Date     Condition        Report By
 QZ0396  HISTORY     - 1948     MONUMENTED       CGS
 QZ0396
 QZ0396                          STATION DESCRIPTION
 QZ0396
 QZ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0396'0.9 MI N FROM SOUTH FORK GUARD STATION.
 QZ0396'ABOUT 0.9 MILE NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0396'STATION, AT A POINT WHERE THE ROAD FORMS AN S CURVE, 45.0 FEET EAST OF
 QZ0396'THE CENTER LINE OF THE ROAD, 38.0 FEET SOUTHEAST OF A DOUBLE 10-INCH
 QZ0396'PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A PROMINENT ROCK
 QZ0396'OUTCROP PROJECTING 4.0 FEET ABOVE THE GROUND AND ABOUT 12 FEET BELOW
 QZ0396'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0229 ***********************************************************************
 QA0229  DESIGNATION -  C 329
 QA0229  PID         -  QA0229
 QA0229  STATE/COUNTY-  ID/VALLEY
 QA0229  USGS QUAD   -  PISTOL LAKE (1990)
 QA0229
 QA0229                         *CURRENT SURVEY CONTROL
 QA0229  ___________________________________________________________________
 QA0229* NAD 83(1986)-  44 39 30.     (N)    115 29 02.     (W)     SCALED    
 QA0229* NAVD 88     -      2155.217  (meters)    7070.91   (feet)  ADJUSTED  
 QA0229  ___________________________________________________________________
 QA0229  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 QA0229  DYNAMIC HT  -        2153.933 (meters)    7066.70  (feet)  COMP
 QA0229  MODELED GRAV-     979,944.6   (mgal)                       NAVD 88
 QA0229
 QA0229  VERT ORDER  -  SECOND    CLASS 0
 QA0229
 QA0229.The horizontal coordinates were scaled from a topographic map and have
 QA0229.an estimated accuracy of +/- 6 seconds.
 QA0229
 QA0229.The orthometric height was determined by differential leveling
 QA0229.and adjusted by the National Geodetic Survey in June 1991..
 QA0229
 QA0229.The geoid height was determined by GEOID03.
 QA0229
 QA0229.The dynamic height is computed by dividing the NAVD 88
 QA0229.geopotential number by the normal gravity value computed on the
 QA0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0229.degrees latitude (g = 980.6199 gals.).
 QA0229
 QA0229.The modeled gravity was interpolated from observed gravity values.
 QA0229
 QA0229;                    North         East    Units  Estimated Accuracy
 QA0229;SPC ID W     -   332,370.      821,110.      MT  (+/- 180 meters Scaled)
 QA0229
 QA0229                          SUPERSEDED SURVEY CONTROL
 QA0229
 QA0229  NGVD 29 (??/??/92) 2153.844  (m)         7066.40   (f) ADJ UNCH    2 0
 QA0229
 QA0229.Superseded values are not recommended for survey control.
 QA0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0229.See file dsdata.txt to determine how the superseded data were derived.
 QA0229
 QA0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK202461(NAD 83)
 QA0229_MARKER: DB = BENCH MARK DISK
 QA0229_SETTING: 66 = SET IN ROCK OUTCROP
 QA0229_SP_SET: ROCK OUTCROP
 QA0229_STAMPING: C 329 1948
 QA0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0229+STABILITY: POSITION/ELEVATION WELL
 QA0229
 QA0229  HISTORY     - Date     Condition        Report By
 QA0229  HISTORY     - 1948     MONUMENTED       CGS
 QA0229  HISTORY     - 1955     GOOD             NGS
 QA0229
 QA0229                          STATION DESCRIPTION
 QA0229
 QA0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0229'4.8 MI E FROM LANDMARK RANGER STATION.
 QA0229'4.8 MILES EAST ALONG THE LANDMARK-LUCKY LAD MINE ROAD FROM THE RANGER
 QA0229'STATION AT LANDMARK, ABOUT 0.5 MILE EAST OF PEANUT CREEK, ON THE EAST
 QA0229'SLOPE OF A GRADE, ABOUT 200 FEET WEST OF A SMALL DRAW, 28.5 FEET SOUTH
 QA0229'OF A 10-INCH PINE TREE WITH A TRIANGULAR BLAZE, 10.5 FEET SOUTH OF THE
 QA0229'CENTER LINE OF THE ROAD, SET IN THE TOP OF A GRANITE ROCK OUTCROP
 QA0229'PROJECTING 1.0 FOOT ABOVE THE GROUND AND ABOUT 2 FEET ABOVE THE ROAD.
 QA0229
 QA0229                          STATION RECOVERY (1955)
 QA0229
 QA0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QA0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0014 ***********************************************************************
 NW0014  DESIGNATION -  C 33
 NW0014  PID         -  NW0014
 NW0014  STATE/COUNTY-  ID/OWYHEE
 NW0014  USGS QUAD   -  MOUNTAIN VIEW LAKE (1971)
 NW0014
 NW0014                         *CURRENT SURVEY CONTROL
 NW0014  ___________________________________________________________________
 NW0014* NAD 83(1986)-  42 03 59.     (N)    116 08 06.     (W)     SCALED    
 NW0014* NAVD 88     -      1623.425  (meters)    5326.19   (feet)  ADJUSTED  
 NW0014  ___________________________________________________________________
 NW0014  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 NW0014  DYNAMIC HT  -        1622.287 (meters)    5322.45  (feet)  COMP
 NW0014  MODELED GRAV-     979,863.6   (mgal)                       NAVD 88
 NW0014
 NW0014  VERT ORDER  -  FIRST     CLASS II
 NW0014
 NW0014.The horizontal coordinates were scaled from a topographic map and have
 NW0014.an estimated accuracy of +/- 6 seconds.
 NW0014
 NW0014.The orthometric height was determined by differential leveling
 NW0014.and adjusted by the National Geodetic Survey in June 1991..
 NW0014
 NW0014.The geoid height was determined by GEOID03.
 NW0014
 NW0014.The dynamic height is computed by dividing the NAVD 88
 NW0014.geopotential number by the normal gravity value computed on the
 NW0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0014.degrees latitude (g = 980.6199 gals.).
 NW0014
 NW0014.The modeled gravity was interpolated from observed gravity values.
 NW0014
 NW0014;                    North         East    Units  Estimated Accuracy
 NW0014;SPC ID W     -    44,470.      768,140.      MT  (+/- 180 meters Scaled)
 NW0014
 NW0014                          SUPERSEDED SURVEY CONTROL
 NW0014
 NW0014  NGVD 29 (??/??/92) 1622.274  (m)         5322.41   (f) ADJ UNCH    1 2
 NW0014
 NW0014.Superseded values are not recommended for survey control.
 NW0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0014.See file dsdata.txt to determine how the superseded data were derived.
 NW0014
 NW0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG715575(NAD 83)
 NW0014_MARKER: DB = BENCH MARK DISK
 NW0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0014_STAMPING: C 33 1934
 NW0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0014+STABILITY: SURFACE MOTION
 NW0014
 NW0014  HISTORY     - Date     Condition        Report By
 NW0014  HISTORY     - 1934     MONUMENTED       CGS
 NW0014  HISTORY     - 1971     MARK NOT FOUND   USGS
 NW0014
 NW0014                          STATION DESCRIPTION
 NW0014
 NW0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0014'8.9 MI N FROM OWYHEE, NV.
 NW0014'IN OWYHEE COUNTY, IDAHO, 8.9 MILES NORTH ALONG THE ROAD TO RIDDLE FROM
 NW0014'THE POST OFFICE AT OWYHEE, ELKO COUNTY, NEVADA, IN THE WESTERN
 NW0014'SHOSHONE INDIAN RESERVATION, 0.4 MILE SOUTH OF A FENCE CORNER, ABOUT
 NW0014'800 FEET NORTH OF ANOTHER FENCE CORNER, ON A SMALL KNOLL, 75 FEET EAST
 NW0014'OF A ROW OF POLES, AND 45 FEET WEST OF THE CENTERLINE OF THE ROAD. A
 NW0014'STANDARD DISK, STAMPED C 33 1934 AND SET IN THE TOP OF A CONCRETE
 NW0014'POST.  NOTE-- THE ROAD DESCRIBED IN THE LEVEL LINE NOTES HAS BEEN
 NW0014'REALIGNED AND REBUILT TWICE SINCE THE LINE WAS ESTABLISHED.  A SEARCH
 NW0014'WAS MADE FOR THIS BM ALONG THE NEW ROAD, ALONG AN ABANDONED ROAD AND
 NW0014'ALONG A FAINT TRACK ROAD ALL IN THIS GENERAL AREA, AND NO TRACE OF THE
 NW0014'BM COULD BE FOUND.
 NW0014
 NW0014                          STATION RECOVERY (1971)
 NW0014
 NW0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NW0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0608 ***********************************************************************
 QA0608  DESIGNATION -  C 330
 QA0608  PID         -  QA0608
 QA0608  STATE/COUNTY-  ID/VALLEY
 QA0608  USGS QUAD   -  LANDMARK (1988)
 QA0608
 QA0608                         *CURRENT SURVEY CONTROL
 QA0608  ___________________________________________________________________
 QA0608* NAD 83(1986)-  44 37 57.     (N)    115 31 42.     (W)     SCALED    
 QA0608* NAVD 88     -      2040.176  (meters)    6693.48   (feet)  ADJUSTED  
 QA0608  ___________________________________________________________________
 QA0608  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 QA0608  DYNAMIC HT  -        2038.994 (meters)    6689.60  (feet)  COMP
 QA0608  MODELED GRAV-     979,965.4   (mgal)                       NAVD 88
 QA0608
 QA0608  VERT ORDER  -  SECOND    CLASS 0
 QA0608
 QA0608.The horizontal coordinates were scaled from a topographic map and have
 QA0608.an estimated accuracy of +/- 6 seconds.
 QA0608
 QA0608.The orthometric height was determined by differential leveling
 QA0608.and adjusted by the National Geodetic Survey in June 1991..
 QA0608
 QA0608.The geoid height was determined by GEOID03.
 QA0608
 QA0608.The dynamic height is computed by dividing the NAVD 88
 QA0608.geopotential number by the normal gravity value computed on the
 QA0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0608.degrees latitude (g = 980.6199 gals.).
 QA0608
 QA0608.The modeled gravity was interpolated from observed gravity values.
 QA0608
 QA0608;                    North         East    Units  Estimated Accuracy
 QA0608;SPC ID W     -   329,490.      817,590.      MT  (+/- 180 meters Scaled)
 QA0608
 QA0608                          SUPERSEDED SURVEY CONTROL
 QA0608
 QA0608  NGVD 29 (??/??/92) 2038.832  (m)         6689.07   (f) ADJ UNCH    2 0
 QA0608
 QA0608.Superseded values are not recommended for survey control.
 QA0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0608.See file dsdata.txt to determine how the superseded data were derived.
 QA0608
 QA0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK167431(NAD 83)
 QA0608_MARKER: DB = BENCH MARK DISK
 QA0608_SETTING: 80 = SET IN A BOULDER
 QA0608_SP_SET: BOULDER
 QA0608_STAMPING: C 330 1948
 QA0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0608+STABILITY: SURFACE MOTION
 QA0608
 QA0608  HISTORY     - Date     Condition        Report By
 QA0608  HISTORY     - 1948     MONUMENTED       CGS
 QA0608
 QA0608                          STATION DESCRIPTION
 QA0608
 QA0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0608'2.3 MI S FROM LANDMARK RANGER STATION.
 QA0608'2.3 MILES SOUTH ALONG THE LANDMARK-STANLEY ROAD FROM THE RANGER
 QA0608'STATION AT LANDMARK, ABOUT 0.4 MILE SOUTHEAST OF THE LANDMARK
 QA0608'EMERGENCY LANDING FIELD, ON THE WEST SIDE OF A ROCKY SLOPE, 81.5 FEET
 QA0608'NORTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 QA0608'PROMINENT BOULDER PROJECTING 3.0 FEET ABOVE THE GROUND AND ABOUT 5
 QA0608'FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0475 ***********************************************************************
 QA0475  DESIGNATION -  C 331
 QA0475  PID         -  QA0475
 QA0475  STATE/COUNTY-  ID/VALLEY
 QA0475  USGS QUAD   -  BERNARD MOUNTAIN (1988)
 QA0475
 QA0475                         *CURRENT SURVEY CONTROL
 QA0475  ___________________________________________________________________
 QA0475* NAD 83(1986)-  44 24 43.     (N)    115 34 58.     (W)     SCALED    
 QA0475* NAVD 88     -      1893.026  (meters)    6210.70   (feet)  ADJUSTED  
 QA0475  ___________________________________________________________________
 QA0475  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 QA0475  DYNAMIC HT  -        1891.964 (meters)    6207.22  (feet)  COMP
 QA0475  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 QA0475
 QA0475  VERT ORDER  -  SECOND    CLASS 0
 QA0475
 QA0475.The horizontal coordinates were scaled from a topographic map and have
 QA0475.an estimated accuracy of +/- 6 seconds.
 QA0475
 QA0475.The orthometric height was determined by differential leveling
 QA0475.and adjusted by the National Geodetic Survey in June 1991..
 QA0475
 QA0475.The geoid height was determined by GEOID03.
 QA0475
 QA0475.The dynamic height is computed by dividing the NAVD 88
 QA0475.geopotential number by the normal gravity value computed on the
 QA0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0475.degrees latitude (g = 980.6199 gals.).
 QA0475
 QA0475.The modeled gravity was interpolated from observed gravity values.
 QA0475
 QA0475;                    North         East    Units  Estimated Accuracy
 QA0475;SPC ID W     -   304,980.      813,320.      MT  (+/- 180 meters Scaled)
 QA0475
 QA0475                          SUPERSEDED SURVEY CONTROL
 QA0475
 QA0475  NGVD 29 (??/??/92) 1891.750  (m)         6206.52   (f) ADJ UNCH    2 0
 QA0475
 QA0475.Superseded values are not recommended for survey control.
 QA0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0475.See file dsdata.txt to determine how the superseded data were derived.
 QA0475
 QA0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK128186(NAD 83)
 QA0475_MARKER: DB = BENCH MARK DISK
 QA0475_SETTING: 66 = SET IN ROCK OUTCROP
 QA0475_SP_SET: ROCK OUTCROP
 QA0475_STAMPING: C 331 1948
 QA0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0475+STABILITY: POSITION/ELEVATION WELL
 QA0475
 QA0475  HISTORY     - Date     Condition        Report By
 QA0475  HISTORY     - 1948     MONUMENTED       CGS
 QA0475
 QA0475                          STATION DESCRIPTION
 QA0475
 QA0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0475'3.8 MI S FROM UPPER DEADWOOD G. S..
 QA0475'3.8 MILES SOUTH ALONG THE LANDMARK-STANLEY ROAD FROM THE UPPER
 QA0475'DEADWOOD GUARD STATION, ABOUT 35 YARDS SOUTH OF THE WEST END OF A
 QA0475'14-INCH STEEL CULVERT, 58.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QA0475'ROAD, 36.0 FEET SOUTHWEST OF AN 8-INCH PINE TREE WITH A TRIANGULAR
 QA0475'BLAZE, SET IN THE TOP OF A PROMINENT ROCK OUTCROP PROJECTING 3.5 FEET
 QA0475'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0306 ***********************************************************************
 QA0306  DESIGNATION -  C 332
 QA0306  PID         -  QA0306
 QA0306  STATE/COUNTY-  ID/CUSTER
 QA0306  USGS QUAD   -  BANNER SUMMIT (1972)
 QA0306
 QA0306                         *CURRENT SURVEY CONTROL
 QA0306  ___________________________________________________________________
 QA0306* NAD 83(1986)-  44 21 35.     (N)    115 13 31.     (W)     SCALED    
 QA0306* NAVD 88     -      2061.084  (meters)    6762.07   (feet)  ADJUSTED  
 QA0306  ___________________________________________________________________
 QA0306  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 QA0306  DYNAMIC HT  -        2059.831 (meters)    6757.96  (feet)  COMP
 QA0306  MODELED GRAV-     979,936.3   (mgal)                       NAVD 88
 QA0306
 QA0306  VERT ORDER  -  SECOND    CLASS 0
 QA0306
 QA0306.The horizontal coordinates were scaled from a topographic map and have
 QA0306.an estimated accuracy of +/- 6 seconds.
 QA0306
 QA0306.The orthometric height was determined by differential leveling
 QA0306.and adjusted by the National Geodetic Survey in June 1991..
 QA0306
 QA0306.The geoid height was determined by GEOID03.
 QA0306
 QA0306.The dynamic height is computed by dividing the NAVD 88
 QA0306.geopotential number by the normal gravity value computed on the
 QA0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0306.degrees latitude (g = 980.6199 gals.).
 QA0306
 QA0306.The modeled gravity was interpolated from observed gravity values.
 QA0306
 QA0306;                    North         East    Units  Estimated Accuracy
 QA0306;SPC ID C     -   299,890.      402,330.      MT  (+/- 180 meters Scaled)
 QA0306
 QA0306                          SUPERSEDED SURVEY CONTROL
 QA0306
 QA0306  NGVD 29 (??/??/92) 2059.760  (m)         6757.73   (f) ADJ UNCH    2 0
 QA0306
 QA0306.Superseded values are not recommended for survey control.
 QA0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0306.See file dsdata.txt to determine how the superseded data were derived.
 QA0306
 QA0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK414133(NAD 83)
 QA0306_MARKER: DB = BENCH MARK DISK
 QA0306_SETTING: 80 = SET IN A BOULDER
 QA0306_SP_SET: BOULDER
 QA0306_STAMPING: C 332 1948
 QA0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0306+STABILITY: SURFACE MOTION
 QA0306
 QA0306  HISTORY     - Date     Condition        Report By
 QA0306  HISTORY     - 1948     MONUMENTED       CGS
 QA0306  HISTORY     - 1955     GOOD             NGS
 QA0306
 QA0306                          STATION DESCRIPTION
 QA0306
 QA0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0306'7.8 MI W FROM CAPE HORN G S.
 QA0306'ABOUT 0.4 MILE WEST ALONG THE CAPE HORN DRIVEWAY FROM THE CAPE HORN
 QA0306'GUARD STATION, THENCE 7.4 MILES WEST ALONG THE LANDMARK-STANLEY ROAD,
 QA0306'NEAR A LARGE ROCK SLIDE, ON A FLAT, AT A CLEARING, 38.0 FEET SOUTH OF
 QA0306'THE CENTER LINE OF THE ROAD, 4.2 FEET WEST OF A DOUBLE 10-INCH PINE
 QA0306'TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A PROMINENT GRANITE
 QA0306'BOULDER PROJECTING 3.0 FEET ABOVE THE GROUND.
 QA0306
 QA0306                          STATION RECOVERY (1955)
 QA0306
 QA0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QA0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0745 ***********************************************************************
 OZ0745  DESIGNATION -  C 333
 OZ0745  PID         -  OZ0745
 OZ0745  STATE/COUNTY-  ID/BOISE
 OZ0745  USGS QUAD   -  TWIN SPRINGS (1976)
 OZ0745
 OZ0745                         *CURRENT SURVEY CONTROL
 OZ0745  ___________________________________________________________________
 OZ0745* NAD 83(1986)-  43 40 35.     (N)    115 41 07.     (W)     SCALED    
 OZ0745* NAVD 88     -      1044.988  (meters)    3428.43   (feet)  ADJUSTED  
 OZ0745  ___________________________________________________________________
 OZ0745  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 OZ0745  DYNAMIC HT  -        1044.508 (meters)    3426.86  (feet)  COMP
 OZ0745  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 OZ0745
 OZ0745  VERT ORDER  -  SECOND    CLASS 0
 OZ0745
 OZ0745.The horizontal coordinates were scaled from a topographic map and have
 OZ0745.an estimated accuracy of +/- 6 seconds.
 OZ0745
 OZ0745.The orthometric height was determined by differential leveling
 OZ0745.and adjusted by the National Geodetic Survey in June 1991..
 OZ0745
 OZ0745.The geoid height was determined by GEOID03.
 OZ0745
 OZ0745.The dynamic height is computed by dividing the NAVD 88
 OZ0745.geopotential number by the normal gravity value computed on the
 OZ0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0745.degrees latitude (g = 980.6199 gals.).
 OZ0745
 OZ0745.The modeled gravity was interpolated from observed gravity values.
 OZ0745
 OZ0745;                    North         East    Units  Estimated Accuracy
 OZ0745;SPC ID W     -   223,240.      805,220.      MT  (+/- 180 meters Scaled)
 OZ0745
 OZ0745                          SUPERSEDED SURVEY CONTROL
 OZ0745
 OZ0745  NGVD 29 (??/??/92) 1043.931  (m)         3424.96   (f) ADJ UNCH    2 0
 OZ0745
 OZ0745.Superseded values are not recommended for survey control.
 OZ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0745.See file dsdata.txt to determine how the superseded data were derived.
 OZ0745
 OZ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ059367(NAD 83)
 OZ0745_MARKER: DB = BENCH MARK DISK
 OZ0745_SETTING: 80 = SET IN A BOULDER
 OZ0745_SP_SET: BOULDER
 OZ0745_STAMPING: C 333 1950
 OZ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0745+STABILITY: SURFACE MOTION
 OZ0745
 OZ0745  HISTORY     - Date     Condition        Report By
 OZ0745  HISTORY     - 1950     MONUMENTED       CGS
 OZ0745
 OZ0745                          STATION DESCRIPTION
 OZ0745
 OZ0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0745'0.9 MI NE FROM TWIN SPRINGS.
 OZ0745'0.9 MILE NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0745'POST OFFICE AT TWIN SPRINGS, 0.1 MILE SOUTHWEST OF THE EATON
 OZ0745'RESERVOIR, ON THE SOUTH SLOPE OF A RIDGE, IN THE TOP OF A LARGE
 OZ0745'BOULDER WHICH PROJECTS 4 FEET ABOVE THE GROUND, 242 FEET WEST OF A
 OZ0745'LONE 20-INCH PINE TREE, 184 FEET EAST OF A TELEPHONE POLE, 172 FEET
 OZ0745'NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 60 FEET HIGHER THAN
 OZ0745'THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0340 ***********************************************************************
 OZ0340  DESIGNATION -  C 334
 OZ0340  PID         -  OZ0340
 OZ0340  STATE/COUNTY-  ID/ELMORE
 OZ0340  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0340
 OZ0340                         *CURRENT SURVEY CONTROL
 OZ0340  ___________________________________________________________________
 OZ0340* NAD 83(1986)-  43 48 41.     (N)    115 21 48.     (W)     SCALED    
 OZ0340* NAVD 88     -      1317.150  (meters)    4321.35   (feet)  ADJUSTED  
 OZ0340  ___________________________________________________________________
 OZ0340  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 OZ0340  DYNAMIC HT  -        1316.449 (meters)    4319.05  (feet)  COMP
 OZ0340  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 OZ0340
 OZ0340  VERT ORDER  -  SECOND    CLASS 0
 OZ0340
 OZ0340.The horizontal coordinates were scaled from a topographic map and have
 OZ0340.an estimated accuracy of +/- 6 seconds.
 OZ0340
 OZ0340.The orthometric height was determined by differential leveling
 OZ0340.and adjusted by the National Geodetic Survey in June 1991..
 OZ0340
 OZ0340.The geoid height was determined by GEOID03.
 OZ0340
 OZ0340.The dynamic height is computed by dividing the NAVD 88
 OZ0340.geopotential number by the normal gravity value computed on the
 OZ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0340.degrees latitude (g = 980.6199 gals.).
 OZ0340
 OZ0340.The modeled gravity was interpolated from observed gravity values.
 OZ0340
 OZ0340;                    North         East    Units  Estimated Accuracy
 OZ0340;SPC ID W     -   238,310.      831,110.      MT  (+/- 180 meters Scaled)
 OZ0340
 OZ0340                          SUPERSEDED SURVEY CONTROL
 OZ0340
 OZ0340  NGVD 29 (??/??/92) 1315.982  (m)         4317.52   (f) ADJ UNCH    2 0
 OZ0340
 OZ0340.Superseded values are not recommended for survey control.
 OZ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0340.See file dsdata.txt to determine how the superseded data were derived.
 OZ0340
 OZ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ316522(NAD 83)
 OZ0340_MARKER: DB = BENCH MARK DISK
 OZ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0340_STAMPING: C 334 1950
 OZ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0340+STABILITY: SURFACE MOTION
 OZ0340
 OZ0340  HISTORY     - Date     Condition        Report By
 OZ0340  HISTORY     - 1950     MONUMENTED       CGS
 OZ0340  HISTORY     - 1955     GOOD             NGS
 OZ0340
 OZ0340                          STATION DESCRIPTION
 OZ0340
 OZ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0340'15.9 MI W FROM ATLANTA.
 OZ0340'15.9 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0340'OFFICE AT ATLANTA, AT THE DUTCH CREEK GUARD STATION, 121 1/2 FEET EAST
 OZ0340'OF THE CENTER LINE OF THE ROAD, 79 FEET NORTHEAST OF A 28-INCH PINE
 OZ0340'TREE, 56.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAIN OFFICE
 OZ0340'BUILDING, 39.8 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL LOG CABIN,
 OZ0340'2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A YARD FENCE, ABOUT 5 FEET
 OZ0340'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OZ0340'0.2 FOOT ABOVE THE GROUND.
 OZ0340
 OZ0340                          STATION RECOVERY (1955)
 OZ0340
 OZ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OZ0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0446 ***********************************************************************
 NV0446  DESIGNATION -  C 335
 NV0446  PID         -  NV0446
 NV0446  STATE/COUNTY-  ID/GOODING
 NV0446  USGS QUAD   -  GOODING (1992)
 NV0446
 NV0446                         *CURRENT SURVEY CONTROL
 NV0446  ___________________________________________________________________
 NV0446* NAD 83(1986)-  42 58 56.     (N)    114 42 46.     (W)     SCALED    
 NV0446* NAVD 88     -      1098.420  (meters)    3603.73   (feet)  ADJUSTED  
 NV0446  ___________________________________________________________________
 NV0446  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 NV0446  DYNAMIC HT  -        1097.882 (meters)    3601.97  (feet)  COMP
 NV0446  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 NV0446
 NV0446  VERT ORDER  -  SECOND    CLASS 0
 NV0446
 NV0446.The horizontal coordinates were scaled from a topographic map and have
 NV0446.an estimated accuracy of +/- 6 seconds.
 NV0446
 NV0446.The orthometric height was determined by differential leveling
 NV0446.and adjusted by the National Geodetic Survey in June 1991..
 NV0446
 NV0446.The geoid height was determined by GEOID03.
 NV0446
 NV0446.The dynamic height is computed by dividing the NAVD 88
 NV0446.geopotential number by the normal gravity value computed on the
 NV0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0446.degrees latitude (g = 980.6199 gals.).
 NV0446
 NV0446.The modeled gravity was interpolated from observed gravity values.
 NV0446
 NV0446;                    North         East    Units  Estimated Accuracy
 NV0446;SPC ID C     -   146,370.      441,870.      MT  (+/- 180 meters Scaled)
 NV0446
 NV0446                          SUPERSEDED SURVEY CONTROL
 NV0446
 NV0446  NGVD 29 (??/??/92) 1097.555  (m)         3600.89   (f) ADJ UNCH    2 0
 NV0446
 NV0446.Superseded values are not recommended for survey control.
 NV0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0446.See file dsdata.txt to determine how the superseded data were derived.
 NV0446
 NV0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH864613(NAD 83)
 NV0446_MARKER: DB = BENCH MARK DISK
 NV0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0446_STAMPING: C 335 1935
 NV0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0446+STABILITY: SURFACE MOTION
 NV0446
 NV0446  HISTORY     - Date     Condition        Report By
 NV0446  HISTORY     - 1935     MONUMENTED       CGS
 NV0446  HISTORY     - 1950     GOOD             NGS
 NV0446  HISTORY     - 1983     GOOD             NGS
 NV0446  HISTORY     - 19891212 POOR             USPSQD
 NV0446  HISTORY     - 20030111 MARK NOT FOUND   YERION
 NV0446
 NV0446                          STATION DESCRIPTION
 NV0446
 NV0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 NV0446'3.0 MI N FROM GOODING.
 NV0446'3.0 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 NV0446'GOODING, AT THE INTERSECTION OF AN EAST-WEST BLACK TOP ROAD, 47.2 FEET
 NV0446'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL FRAME HOUSE, 37 FEET EAST
 NV0446'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF A CROSS ROAD, 10
 NV0446'FEET EAST OF A 40-INCH POPLAR TREE, 2.0 FEET EAST OF A WITNESS POST,
 NV0446'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 NV0446'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NV0446
 NV0446                          STATION RECOVERY (1983)
 NV0446
 NV0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0446'RECOVERED IN GOOD CONDITION.
 NV0446
 NV0446                          STATION RECOVERY (1989)
 NV0446
 NV0446'RECOVERY NOTE BY US POWER SQUADRON 1989 (LTJ)
 NV0446'MARK RECOVERED IN POOR CONDITION.
 NV0446
 NV0446                          STATION RECOVERY (2003)
 NV0446
 NV0446'RECOVERY NOTE BY GEORGE YERION 2003 (GY)
 NV0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0217 ***********************************************************************
 OZ0217  DESIGNATION -  C 336
 OZ0217  PID         -  OZ0217
 OZ0217  STATE/COUNTY-  ID/CAMAS
 OZ0217  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0217
 OZ0217                         *CURRENT SURVEY CONTROL
 OZ0217  ___________________________________________________________________
 OZ0217* NAD 83(1986)-  43 20 33.     (N)    114 39 28.     (W)     SCALED    
 OZ0217* NAVD 88     -      1527.433  (meters)    5011.25   (feet)  ADJUSTED  
 OZ0217  ___________________________________________________________________
 OZ0217  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 OZ0217  DYNAMIC HT  -        1526.551 (meters)    5008.36  (feet)  COMP
 OZ0217  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 OZ0217
 OZ0217  VERT ORDER  -  SECOND    CLASS 0
 OZ0217
 OZ0217.The horizontal coordinates were scaled from a topographic map and have
 OZ0217.an estimated accuracy of +/- 6 seconds.
 OZ0217
 OZ0217.The orthometric height was determined by differential leveling
 OZ0217.and adjusted by the National Geodetic Survey in June 1991..
 OZ0217
 OZ0217.The geoid height was determined by GEOID03.
 OZ0217
 OZ0217.The dynamic height is computed by dividing the NAVD 88
 OZ0217.geopotential number by the normal gravity value computed on the
 OZ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0217.degrees latitude (g = 980.6199 gals.).
 OZ0217
 OZ0217.The modeled gravity was interpolated from observed gravity values.
 OZ0217
 OZ0217;                    North         East    Units  Estimated Accuracy
 OZ0217;SPC ID C     -   186,360.      446,670.      MT  (+/- 180 meters Scaled)
 OZ0217
 OZ0217                          SUPERSEDED SURVEY CONTROL
 OZ0217
 OZ0217  NGVD 29 (??/??/92) 1526.353  (m)         5007.71   (f) ADJ UNCH    2 0
 OZ0217
 OZ0217.Superseded values are not recommended for survey control.
 OZ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0217.See file dsdata.txt to determine how the superseded data were derived.
 OZ0217
 OZ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ898015(NAD 83)
 OZ0217_MARKER: DB = BENCH MARK DISK
 OZ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0217_STAMPING: C 336 1950
 OZ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0217+STABILITY: SURFACE MOTION
 OZ0217
 OZ0217  HISTORY     - Date     Condition        Report By
 OZ0217  HISTORY     - 1950     MONUMENTED       CGS
 OZ0217
 OZ0217                          STATION DESCRIPTION
 OZ0217
 OZ0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0217'7.0 MI E FROM FAIRFIELD.
 OZ0217'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0217'THENCE 6.7 MILES EAST ALONG STATE HIGHWAY 22, 0.2 MILE WEST OF A
 OZ0217'90-DEGREE CURVE AND THE JUNCTION OF DIRT ROADS LEADING EAST AND SOUTH,
 OZ0217'37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 11 1/2 FEET EAST OF A
 OZ0217'POWER LINE POLE, 4.1 FEET WEST OF A WITNESS POST, 2.3 FEET SOUTH OF A
 OZ0217'FENCE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 OZ0217'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0122 ***********************************************************************
 OZ0122  DESIGNATION -  C 337
 OZ0122  PID         -  OZ0122
 OZ0122  STATE/COUNTY-  ID/BLAINE
 OZ0122  USGS QUAD   -  BELLEVUE (1986)
 OZ0122
 OZ0122                         *CURRENT SURVEY CONTROL
 OZ0122  ___________________________________________________________________
 OZ0122* NAD 83(1986)-  43 29 47.     (N)    114 21 25.     (W)     SCALED    
 OZ0122* NAVD 88     -      1654.185  (meters)    5427.11   (feet)  ADJUSTED  
 OZ0122  ___________________________________________________________________
 OZ0122  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 OZ0122  DYNAMIC HT  -        1653.219 (meters)    5423.94  (feet)  COMP
 OZ0122  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 OZ0122
 OZ0122  VERT ORDER  -  SECOND    CLASS 0
 OZ0122
 OZ0122.The horizontal coordinates were scaled from a topographic map and have
 OZ0122.an estimated accuracy of +/- 6 seconds.
 OZ0122
 OZ0122.The orthometric height was determined by differential leveling
 OZ0122.and adjusted by the National Geodetic Survey in June 1991..
 OZ0122
 OZ0122.The geoid height was determined by GEOID03.
 OZ0122
 OZ0122.The dynamic height is computed by dividing the NAVD 88
 OZ0122.geopotential number by the normal gravity value computed on the
 OZ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0122.degrees latitude (g = 980.6199 gals.).
 OZ0122
 OZ0122.The modeled gravity was interpolated from observed gravity values.
 OZ0122
 OZ0122;                    North         East    Units  Estimated Accuracy
 OZ0122;SPC ID C     -   203,310.      471,130.      MT  (+/- 180 meters Scaled)
 OZ0122
 OZ0122                          SUPERSEDED SURVEY CONTROL
 OZ0122
 OZ0122  NGVD 29 (??/??/92) 1653.055  (m)         5423.40   (f) ADJ UNCH    2 0
 OZ0122
 OZ0122.Superseded values are not recommended for survey control.
 OZ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0122.See file dsdata.txt to determine how the superseded data were derived.
 OZ0122
 OZ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ136193(NAD 83)
 OZ0122_MARKER: DB = BENCH MARK DISK
 OZ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0122_STAMPING: C 337 1950
 OZ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0122+STABILITY: SURFACE MOTION
 OZ0122
 OZ0122  HISTORY     - Date     Condition        Report By
 OZ0122  HISTORY     - 1950     MONUMENTED       CGS
 OZ0122  HISTORY     - 1981     POOR             USGS
 OZ0122
 OZ0122                          STATION DESCRIPTION
 OZ0122
 OZ0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0122'3.0 MI SW FROM HAILEY.
 OZ0122'0.1 MILE NORTHWEST ALONG FIRST AVENUE FROM THE COUNTY COURTHOUSE AT
 OZ0122'HAILEY, THENCE 2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 22, 0.7 MILE
 OZ0122'SOUTHWEST OF A RANCHHOUSE, AT THE NORTHEAST END OF A CURVE NEAR THE
 OZ0122'SOUTHWEST CORNER OF A FLAT CLEARING, 210 1/2 FEET NORTHEAST OF A POWER
 OZ0122'LINE GUY POLE, 109.9 FEET NORTHWEST OF AND ACROSS THE ROAD FROM THE
 OZ0122'NORTHEAST END OF A GATE, 80 FEET NORTHWEST OF THE CENTER LINE OF THE
 OZ0122'HIGHWAY, 3.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER
 OZ0122'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 OZ0122'FOOT ABOVE THE GROUND.
 OZ0122
 OZ0122                          STATION RECOVERY (1981)
 OZ0122
 OZ0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0122'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0315 ***********************************************************************
 OZ0315  DESIGNATION -  C 338
 OZ0315  PID         -  OZ0315
 OZ0315  STATE/COUNTY-  ID/BLAINE
 OZ0315  USGS QUAD   -  SNOWYSIDE PEAK (1964)
 OZ0315
 OZ0315                         *CURRENT SURVEY CONTROL
 OZ0315  ___________________________________________________________________
 OZ0315* NAD 83(1986)-  43 52 53.     (N)    114 56 11.     (W)     SCALED    
 OZ0315* NAVD 88     -      2222.813  (meters)    7292.68   (feet)  ADJUSTED  
 OZ0315  ___________________________________________________________________
 OZ0315  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 OZ0315  DYNAMIC HT  -        2221.289 (meters)    7287.68  (feet)  COMP
 OZ0315  MODELED GRAV-     979,853.2   (mgal)                       NAVD 88
 OZ0315
 OZ0315  VERT ORDER  -  SECOND    CLASS 0
 OZ0315
 OZ0315.The horizontal coordinates were scaled from a topographic map and have
 OZ0315.an estimated accuracy of +/- 6 seconds.
 OZ0315
 OZ0315.The orthometric height was determined by differential leveling
 OZ0315.and adjusted by the National Geodetic Survey in June 1991..
 OZ0315
 OZ0315.The geoid height was determined by GEOID03.
 OZ0315
 OZ0315.The dynamic height is computed by dividing the NAVD 88
 OZ0315.geopotential number by the normal gravity value computed on the
 OZ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0315.degrees latitude (g = 980.6199 gals.).
 OZ0315
 OZ0315.The modeled gravity was interpolated from observed gravity values.
 OZ0315
 OZ0315;                    North         East    Units  Estimated Accuracy
 OZ0315;SPC ID C     -   246,440.      424,750.      MT  (+/- 180 meters Scaled)
 OZ0315
 OZ0315                          SUPERSEDED SURVEY CONTROL
 OZ0315
 OZ0315  NGVD 29 (??/??/92) 2221.392  (m)         7288.02   (f) ADJ UNCH    2 0
 OZ0315
 OZ0315.Superseded values are not recommended for survey control.
 OZ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0315.See file dsdata.txt to determine how the superseded data were derived.
 OZ0315
 OZ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ657607(NAD 83)
 OZ0315_MARKER: DB = BENCH MARK DISK
 OZ0315_SETTING: 80 = SET IN A BOULDER
 OZ0315_SP_SET: BOULDER
 OZ0315_STAMPING: C 338 1950
 OZ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0315+STABILITY: SURFACE MOTION
 OZ0315
 OZ0315  HISTORY     - Date     Condition        Report By
 OZ0315  HISTORY     - 1950     MONUMENTED       CGS
 OZ0315  HISTORY     - 1955     GOOD             NGS
 OZ0315
 OZ0315                          STATION DESCRIPTION
 OZ0315
 OZ0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0315'6.0 MI SW FROM ALTURAS LAKE.
 OZ0315'4.1 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0315'OUTLET AT ALTURAS LAKE, THENCE 1.9 MILES SOUTHWEST ALONG ATLANTA
 OZ0315'TRAIL, 95 YARDS SOUTHWEST OF A FOREST SERVICE SIGN READING JAKES GULCH
 OZ0315'AND A TRAIL LEADING SOUTH, ABOUT 100 FEET NORTHWEST OF THE NORTHWEST
 OZ0315'BANK OF ALTURAS LAKE CREEK, 95 FEET SOUTHEAST OF THE CENTER LINE OF
 OZ0315'THE TRAIL, 88 1/2 FEET SOUTHEAST OF A 12-INCH PINE TREE WITH A
 OZ0315'TRIANGULAR BLAZE, IN THE TOP OF AND THE APPROXIMATE CENTER OF A LARGE
 OZ0315'LONE BOULDER MARKED WITH A PAINTED B M, AND ABOUT 6 FEET HIGHER THAN
 OZ0315'THE TRAIL.
 OZ0315
 OZ0315                          STATION RECOVERY (1955)
 OZ0315
 OZ0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OZ0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0433 ***********************************************************************
 OZ0433  DESIGNATION -  C 339
 OZ0433  PID         -  OZ0433
 OZ0433  STATE/COUNTY-  ID/ELMORE
 OZ0433  USGS QUAD   -  HIGH PRAIRIE (1963)
 OZ0433
 OZ0433                         *CURRENT SURVEY CONTROL
 OZ0433  ___________________________________________________________________
 OZ0433* NAD 83(1986)-  43 20 10.     (N)    115 10 45.     (W)     SCALED    
 OZ0433* NAVD 88     -      1643.298  (meters)    5391.39   (feet)  ADJUSTED  
 OZ0433  ___________________________________________________________________
 OZ0433  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 OZ0433  DYNAMIC HT  -        1642.341 (meters)    5388.25  (feet)  COMP
 OZ0433  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 OZ0433
 OZ0433  VERT ORDER  -  SECOND    CLASS 0
 OZ0433
 OZ0433.The horizontal coordinates were scaled from a topographic map and have
 OZ0433.an estimated accuracy of +/- 6 seconds.
 OZ0433
 OZ0433.The orthometric height was determined by differential leveling
 OZ0433.and adjusted by the National Geodetic Survey in June 1991..
 OZ0433
 OZ0433.The geoid height was determined by GEOID03.
 OZ0433
 OZ0433.The dynamic height is computed by dividing the NAVD 88
 OZ0433.geopotential number by the normal gravity value computed on the
 OZ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0433.degrees latitude (g = 980.6199 gals.).
 OZ0433
 OZ0433.The modeled gravity was interpolated from observed gravity values.
 OZ0433
 OZ0433;                    North         East    Units  Estimated Accuracy
 OZ0433;SPC ID W     -   185,590.      846,290.      MT  (+/- 180 meters Scaled)
 OZ0433
 OZ0433                          SUPERSEDED SURVEY CONTROL
 OZ0433
 OZ0433  NGVD 29 (??/??/92) 1642.202  (m)         5387.79   (f) ADJ UNCH    2 0
 OZ0433
 OZ0433.Superseded values are not recommended for survey control.
 OZ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0433.See file dsdata.txt to determine how the superseded data were derived.
 OZ0433
 OZ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH476997(NAD 83)
 OZ0433_MARKER: DB = BENCH MARK DISK
 OZ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0433_STAMPING: C 339 1950
 OZ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0433+STABILITY: SURFACE MOTION
 OZ0433
 OZ0433  HISTORY     - Date     Condition        Report By
 OZ0433  HISTORY     - 1950     MONUMENTED       CGS
 OZ0433
 OZ0433                          STATION DESCRIPTION
 OZ0433
 OZ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0433'13.1 MI W FROM CORRAL.
 OZ0433'0.6 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE AT
 OZ0433'CORRAL, THENCE 12.5 MILES WEST ALONG A GRADED COUNTY ROAD, ON THE
 OZ0433'SOUTH SLOPE OF A LOW SAGE-COVERED KNOLL, 164 FEET NORTHEAST OF THE
 OZ0433'CENTER OF THE JUNCTION OF A TRACK ROAD LEADING NORTHWEST, 71 FEET
 OZ0433'NORTH OF THE CENTER LINE OF THE ROAD, 62 FEET WEST OF THE APPROXIMATE
 OZ0433'CENTER OF A SMALL RAVINE, 30.4 FEET SOUTH OF A FENCE, 3.3 FEET
 OZ0433'SOUTHEAST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE ROAD, AND
 OZ0433'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 OZ0433'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0227 ***********************************************************************
 PZ0227  DESIGNATION -  C 34
 PZ0227  PID         -  PZ0227
 PZ0227  STATE/COUNTY-  ID/CLARK
 PZ0227  USGS QUAD   -  LIDY HOT SPRINGS (1969)
 PZ0227
 PZ0227                         *CURRENT SURVEY CONTROL
 PZ0227  ___________________________________________________________________
 PZ0227* NAD 83(1986)-  44 07 41.     (N)    112 32 17.     (W)     SCALED    
 PZ0227* NAVD 88     -      1521.055  (meters)    4990.33   (feet)  ADJUSTED  
 PZ0227  ___________________________________________________________________
 PZ0227  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 PZ0227  DYNAMIC HT  -        1520.310 (meters)    4987.88  (feet)  COMP
 PZ0227  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 PZ0227
 PZ0227  VERT ORDER  -  SECOND    CLASS 0
 PZ0227
 PZ0227.The horizontal coordinates were scaled from a topographic map and have
 PZ0227.an estimated accuracy of +/- 6 seconds.
 PZ0227
 PZ0227.The orthometric height was determined by differential leveling
 PZ0227.and adjusted by the National Geodetic Survey in June 1991..
 PZ0227
 PZ0227.The geoid height was determined by GEOID03.
 PZ0227
 PZ0227.The dynamic height is computed by dividing the NAVD 88
 PZ0227.geopotential number by the normal gravity value computed on the
 PZ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0227.degrees latitude (g = 980.6199 gals.).
 PZ0227
 PZ0227.The modeled gravity was interpolated from observed gravity values.
 PZ0227
 PZ0227;                    North         East    Units  Estimated Accuracy
 PZ0227;SPC ID E     -   273,490.      170,280.      MT  (+/- 180 meters Scaled)
 PZ0227
 PZ0227                          SUPERSEDED SURVEY CONTROL
 PZ0227
 PZ0227  NGVD 29 (??/??/92) 1519.942  (m)         4986.68   (f) ADJ UNCH    2 0
 PZ0227
 PZ0227.Superseded values are not recommended for survey control.
 PZ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0227.See file dsdata.txt to determine how the superseded data were derived.
 PZ0227
 PZ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP769872(NAD 83)
 PZ0227_MARKER: DB = BENCH MARK DISK
 PZ0227_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0227_SP_SET: ROCK
 PZ0227_STAMPING: C 34 1934
 PZ0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0227+STABILITY: POSITION/ELEVATION WELL
 PZ0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0227+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 PZ0227
 PZ0227  HISTORY     - Date     Condition        Report By
 PZ0227  HISTORY     - 1934     MONUMENTED       CGS
 PZ0227  HISTORY     - 20000601 GOOD             IDTD
 PZ0227
 PZ0227                          STATION DESCRIPTION
 PZ0227
 PZ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PZ0227'19.2 MI SW FROM DUBOIS.
 PZ0227'19.2 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0227'DUBOIS, CLARK COUNTY, 1.7 MILES SOUTHWEST OF THE POST OFFICE AT
 PZ0227'WINSPER, 0.6 MILE EAST OF LIDY HOT SPRING, 80 FEET SOUTH OF THE
 PZ0227'CENTERLINE OF THE HIGHWAY, 8 FEET NORTH OF THE HIGHEST PART OF A ROCKY
 PZ0227'LEDGE, 4 FEET WEST OF THE PAINTED VERTICAL LETTERS B M, AND IN THE TOP
 PZ0227'OF A LARGE GRANITE ROCK.  A STANDARD DISK, STAMPED C 34 1934. NOTE--
 PZ0227'15.2 MILES NORTHEAST ALONG STATE ROUTE 22 FROM THE INTERSECTION OF
 PZ0227'HIGHWAYS 22 AND 28, 80 FEET SOUTH OF THE HIGHWAY.
 PZ0227
 PZ0227                          STATION RECOVERY (2000)
 PZ0227
 PZ0227'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 PZ0227'MARK IS 39 METERS RIGHT (SOUTH) OF CENTERLINE OF SH-22 AT MILEPOST
 PZ0227'52.932 AND 1 METER SOUTH OF WP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0303 ***********************************************************************
 OZ0303  DESIGNATION -  C 340
 OZ0303  PID         -  OZ0303
 OZ0303  STATE/COUNTY-  ID/ELMORE
 OZ0303  USGS QUAD   -  SNOWYSIDE PEAK (1964)
 OZ0303
 OZ0303                         *CURRENT SURVEY CONTROL
 OZ0303  ___________________________________________________________________
 OZ0303* NAD 83(1986)-  43 52 50.     (N)    114 59 23.     (W)     SCALED    
 OZ0303* NAVD 88     -      2520.329  (meters)    8268.78   (feet)  ADJUSTED  
 OZ0303  ___________________________________________________________________
 OZ0303  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 OZ0303  DYNAMIC HT  -        2518.582 (meters)    8263.05  (feet)  COMP
 OZ0303  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 OZ0303
 OZ0303  VERT ORDER  -  SECOND    CLASS 0
 OZ0303
 OZ0303.The horizontal coordinates were scaled from a topographic map and have
 OZ0303.an estimated accuracy of +/- 6 seconds.
 OZ0303
 OZ0303.The orthometric height was determined by differential leveling
 OZ0303.and adjusted by the National Geodetic Survey in June 1991..
 OZ0303
 OZ0303.The geoid height was determined by GEOID03.
 OZ0303
 OZ0303.The dynamic height is computed by dividing the NAVD 88
 OZ0303.geopotential number by the normal gravity value computed on the
 OZ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0303.degrees latitude (g = 980.6199 gals.).
 OZ0303
 OZ0303.The modeled gravity was interpolated from observed gravity values.
 OZ0303
 OZ0303;                    North         East    Units  Estimated Accuracy
 OZ0303;SPC ID W     -   246,200.      861,100.      MT  (+/- 180 meters Scaled)
 OZ0303
 OZ0303                          SUPERSEDED SURVEY CONTROL
 OZ0303
 OZ0303  NGVD 29 (??/??/92) 2518.952  (m)         8264.26   (f) ADJ UNCH    2 0
 OZ0303
 OZ0303.Superseded values are not recommended for survey control.
 OZ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0303.See file dsdata.txt to determine how the superseded data were derived.
 OZ0303
 OZ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ614605(NAD 83)
 OZ0303_MARKER: DB = BENCH MARK DISK
 OZ0303_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0303_SP_SET: BEDROCK
 OZ0303_STAMPING: C 340 1950
 OZ0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0303+STABILITY: POSITION/ELEVATION WELL
 OZ0303
 OZ0303  HISTORY     - Date     Condition        Report By
 OZ0303  HISTORY     - 1950     MONUMENTED       CGS
 OZ0303  HISTORY     - 1955     GOOD             NGS
 OZ0303
 OZ0303                          STATION DESCRIPTION
 OZ0303
 OZ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0303'11.2 MI NE FROM ATLANTA.
 OZ0303'4.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0303'POST OFFICE AT ATLANTA, THENCE 7.2 MILES NORTHEAST ALONG MATTINGLY
 OZ0303'CREEK TRAIL, AT THE HEAD OF A DEEP CANYON, ON THE EAST SIDE OF A DEEP
 OZ0303'CANYON LEADING SOUTH, AT A PROMINENT ROCKY POINT, ABOUT 100 YARDS
 OZ0303'SOUTHEAST OF A POINT WHERE THE TRAIL CROSSES MATTINGLY CREEK, 23 FEET
 OZ0303'SOUTHWEST OF THE CENTER LINE OF THE TRAIL, ABOUT 5 FEET HIGHER THAN
 OZ0303'THE TRAIL, IN THE TOP OF A SLOPING BED ROCK, AND MARKED WITH A PAINTED
 OZ0303'B M.
 OZ0303
 OZ0303                          STATION RECOVERY (1955)
 OZ0303
 OZ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OZ0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0311 ***********************************************************************
 QB0311  DESIGNATION -  C 3410
 QB0311  PID         -  QB0311
 QB0311  STATE/COUNTY-  ID/PAYETTE
 QB0311  USGS QUAD   -  PAYETTE (1974)
 QB0311
 QB0311                         *CURRENT SURVEY CONTROL
 QB0311  ___________________________________________________________________
 QB0311* NAD 83(1986)-  44 04 05.     (N)    116 56 34.     (W)     SCALED    
 QB0311* NAVD 88     -       654.859  (meters)    2148.48   (feet)  ADJUSTED  
 QB0311  ___________________________________________________________________
 QB0311  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 QB0311  DYNAMIC HT  -         654.665 (meters)    2147.85  (feet)  COMP
 QB0311  MODELED GRAV-     980,302.0   (mgal)                       NAVD 88
 QB0311
 QB0311  VERT ORDER  -  FIRST     CLASS II
 QB0311
 QB0311.The horizontal coordinates were scaled from a topographic map and have
 QB0311.an estimated accuracy of +/- 6 seconds.
 QB0311
 QB0311.The orthometric height was determined by differential leveling
 QB0311.and adjusted by the National Geodetic Survey in June 1991..
 QB0311
 QB0311.The geoid height was determined by GEOID03.
 QB0311
 QB0311.The dynamic height is computed by dividing the NAVD 88
 QB0311.geopotential number by the normal gravity value computed on the
 QB0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0311.degrees latitude (g = 980.6199 gals.).
 QB0311
 QB0311.The modeled gravity was interpolated from observed gravity values.
 QB0311
 QB0311;                    North         East    Units  Estimated Accuracy
 QB0311;SPC ID W     -   267,450.      704,450.      MT  (+/- 180 meters Scaled)
 QB0311
 QB0311                          SUPERSEDED SURVEY CONTROL
 QB0311
 QB0311  NGVD 29 (??/??/92)  653.883  (m)         2145.28   (f) ADJ UNCH    1 2
 QB0311
 QB0311.Superseded values are not recommended for survey control.
 QB0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0311.See file dsdata.txt to determine how the superseded data were derived.
 QB0311
 QB0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ045794(NAD 83)
 QB0311_MARKER: DD = SURVEY DISK
 QB0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0311_STAMPING: C 3410
 QB0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0311+STABILITY: SURFACE MOTION
 QB0311
 QB0311  HISTORY     - Date     Condition        Report By
 QB0311  HISTORY     - UNK      MONUMENTED       IDGS
 QB0311  HISTORY     - 1941     GOOD             NGS
 QB0311  HISTORY     - 1979     MARK NOT FOUND   NGS
 QB0311  HISTORY     - 1985     MARK NOT FOUND   NGS
 QB0311
 QB0311                          STATION DESCRIPTION
 QB0311
 QB0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0311'0.6 MI SW FROM PAYETTE.
 QB0311'0.6 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QB0311'AT PAYETTE, PAYETTE COUNTY, 475 FEET NORTH OF MILEPOST 502, 0.3 MILE
 QB0311'SOUTH OF A BRIDGE OVER PAYETTE RIVER, AT A SECTION LINE, 27 FEET NORTH
 QB0311'OF THE CENTERLINE OF AN EAST-AND-WEST ROAD, 15 FEET SOUTH OF SEMAPHORE
 QB0311'5021, 5.5 FEET EAST OF THE EAST RAIL AND NEAR A WHITE WOODEN WITNESS
 QB0311'POST.  A STATE SURVEY STANDARD DISK, STAMPED C 3410 AND SET IN THE TOP
 QB0311'OF A CONCRETE POST ABOUT 6 INCHES UNDER GROUND. NOTE-- THIS MARK HAS
 QB0311'BEEN COVERED BY A 6-INCH FILL ON ROADBED OF TRACK. WITNESS POST SET.
 QB0311
 QB0311                          STATION RECOVERY (1979)
 QB0311
 QB0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 QB0311'MARK NOT FOUND.
 QB0311
 QB0311                          STATION RECOVERY (1985)
 QB0311
 QB0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB0311'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0241 ***********************************************************************
 QB0241  DESIGNATION -  C 3414
 QB0241  PID         -  QB0241
 QB0241  STATE/COUNTY-  ID/PAYETTE
 QB0241  USGS QUAD   -  PAYETTE (1974)
 QB0241
 QB0241                         *CURRENT SURVEY CONTROL
 QB0241  ___________________________________________________________________
 QB0241* NAD 83(1986)-  44 02 36.     (N)    116 55 47.     (W)     SCALED    
 QB0241* NAVD 88     -       664.208  (meters)    2179.16   (feet)  ADJUSTED  
 QB0241  ___________________________________________________________________
 QB0241  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 QB0241  DYNAMIC HT  -         664.011 (meters)    2178.51  (feet)  COMP
 QB0241  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 QB0241
 QB0241  VERT ORDER  -  SECOND    CLASS 0
 QB0241
 QB0241.The horizontal coordinates were scaled from a topographic map and have
 QB0241.an estimated accuracy of +/- 6 seconds.
 QB0241
 QB0241.The orthometric height was determined by differential leveling
 QB0241.and adjusted by the National Geodetic Survey in June 1991..
 QB0241
 QB0241.The geoid height was determined by GEOID03.
 QB0241
 QB0241.The dynamic height is computed by dividing the NAVD 88
 QB0241.geopotential number by the normal gravity value computed on the
 QB0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0241.degrees latitude (g = 980.6199 gals.).
 QB0241
 QB0241.The modeled gravity was interpolated from observed gravity values.
 QB0241
 QB0241;                    North         East    Units  Estimated Accuracy
 QB0241;SPC ID W     -   264,680.      705,450.      MT  (+/- 180 meters Scaled)
 QB0241
 QB0241                          SUPERSEDED SURVEY CONTROL
 QB0241
 QB0241  NGVD 29 (??/??/92)  663.251  (m)         2176.02   (f) ADJ UNCH    2 0
 QB0241
 QB0241.Superseded values are not recommended for survey control.
 QB0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0241.See file dsdata.txt to determine how the superseded data were derived.
 QB0241
 QB0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ056766(NAD 83)
 QB0241_MARKER: DD = SURVEY DISK
 QB0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0241_STAMPING: C 3414
 QB0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0241+STABILITY: SURFACE MOTION
 QB0241
 QB0241  HISTORY     - Date     Condition        Report By
 QB0241  HISTORY     - UNK      MONUMENTED       IDGS
 QB0241  HISTORY     - 1935     GOOD             NGS
 QB0241  HISTORY     - 1937     GOOD             NGS
 QB0241
 QB0241                          STATION DESCRIPTION
 QB0241
 QB0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0241'2.7 MI SE FROM PAYETTE.
 QB0241'2.7 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 QB0241'STATION AT PAYETTE, PAYETTE COUNTY, 300 FEET SOUTH OF MILEAGE 2.47,
 QB0241'21.6 FEET EAST OF THE EAST RAIL, AND AT A FENCE.  A STATE SURVEY
 QB0241'STANDARD DISK, STAMPED C 3414 AND SET IN THE TOP OF A CONCRETE POST
 QB0241'PROJECTING 5 INCHES ABOVE GROUND.
 QB0241
 QB0241                          STATION RECOVERY (1937)
 QB0241
 QB0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 QB0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0242 ***********************************************************************
 QB0242  DESIGNATION -  C 3416
 QB0242  PID         -  QB0242
 QB0242  STATE/COUNTY-  ID/PAYETTE
 QB0242  USGS QUAD   -  PAYETTE (1974)
 QB0242
 QB0242                         *CURRENT SURVEY CONTROL
 QB0242  ___________________________________________________________________
 QB0242* NAD 83(1986)-  44 02 25.     (N)    116 55 45.     (W)     SCALED    
 QB0242* NAVD 88     -       666.368  (meters)    2186.24   (feet)  ADJUSTED  
 QB0242  ___________________________________________________________________
 QB0242  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 QB0242  DYNAMIC HT  -         666.170 (meters)    2185.59  (feet)  COMP
 QB0242  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 QB0242
 QB0242  VERT ORDER  -  SECOND    CLASS 0
 QB0242
 QB0242.The horizontal coordinates were scaled from a topographic map and have
 QB0242.an estimated accuracy of +/- 6 seconds.
 QB0242
 QB0242.The orthometric height was determined by differential leveling
 QB0242.and adjusted by the National Geodetic Survey in June 1991..
 QB0242
 QB0242.The geoid height was determined by GEOID03.
 QB0242
 QB0242.The dynamic height is computed by dividing the NAVD 88
 QB0242.geopotential number by the normal gravity value computed on the
 QB0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0242.degrees latitude (g = 980.6199 gals.).
 QB0242
 QB0242.The modeled gravity was interpolated from observed gravity values.
 QB0242
 QB0242;                    North         East    Units  Estimated Accuracy
 QB0242;SPC ID W     -   264,340.      705,490.      MT  (+/- 180 meters Scaled)
 QB0242
 QB0242                          SUPERSEDED SURVEY CONTROL
 QB0242
 QB0242  NGVD 29 (??/??/92)  665.412  (m)         2183.11   (f) ADJ UNCH    2 0
 QB0242
 QB0242.Superseded values are not recommended for survey control.
 QB0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0242.See file dsdata.txt to determine how the superseded data were derived.
 QB0242
 QB0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ056763(NAD 83)
 QB0242_MARKER: DD = SURVEY DISK
 QB0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0242_STAMPING: C 3416
 QB0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0242+STABILITY: SURFACE MOTION
 QB0242
 QB0242  HISTORY     - Date     Condition        Report By
 QB0242  HISTORY     - UNK      MONUMENTED       IDGS
 QB0242  HISTORY     - 1935     GOOD             NGS
 QB0242  HISTORY     - 1937     GOOD             NGS
 QB0242
 QB0242                          STATION DESCRIPTION
 QB0242
 QB0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 QB0242'2.8 MI SE FROM PAYETTE.
 QB0242'2.8 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 QB0242'STATION AT PAYETTE, PAYETTE COUNTY, 350 FEET NORTH OF MILEAGE 2.79,
 QB0242'900 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A U.S. HIGHWAY 30 N
 QB0242'STEEL BRIDGE OVER PAYETTE RIVER, 19.5 FEET WEST OF THE WEST RAIL, 3
 QB0242'FEET EAST OF A FENCE, AND 4 FEET HIGHER THAN THE TRACK.  A STATE
 QB0242'SURVEY STANDARD DISK, STAMPED C 3416 AND SET IN THE TOP OF A CONCRETE
 QB0242'POST PROJECTING 2 INCHES ABOVE GROUND.
 QB0242
 QB0242                          STATION RECOVERY (1937)
 QB0242
 QB0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 QB0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0244 ***********************************************************************
 QB0244  DESIGNATION -  C 3418
 QB0244  PID         -  QB0244
 QB0244  STATE/COUNTY-  ID/PAYETTE
 QB0244  USGS QUAD   -  PAYETTE (1974)
 QB0244
 QB0244                         *CURRENT SURVEY CONTROL
 QB0244  ___________________________________________________________________
 QB0244* NAD 83(1986)-  44 00 57.     (N)    116 55 02.     (W)     SCALED    
 QB0244* NAVD 88     -       677.497  (meters)    2222.75   (feet)  ADJUSTED  
 QB0244  ___________________________________________________________________
 QB0244  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 QB0244  DYNAMIC HT  -         677.295 (meters)    2222.09  (feet)  COMP
 QB0244  MODELED GRAV-     980,298.2   (mgal)                       NAVD 88
 QB0244
 QB0244  VERT ORDER  -  SECOND    CLASS 0
 QB0244
 QB0244.The horizontal coordinates were scaled from a topographic map and have
 QB0244.an estimated accuracy of +/- 6 seconds.
 QB0244
 QB0244.The orthometric height was determined by differential leveling
 QB0244.and adjusted by the National Geodetic Survey in June 1991..
 QB0244
 QB0244.The geoid height was determined by GEOID03.
 QB0244
 QB0244.The dynamic height is computed by dividing the NAVD 88
 QB0244.geopotential number by the normal gravity value computed on the
 QB0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0244.degrees latitude (g = 980.6199 gals.).
 QB0244
 QB0244.The modeled gravity was interpolated from observed gravity values.
 QB0244
 QB0244;                    North         East    Units  Estimated Accuracy
 QB0244;SPC ID W     -   261,610.      706,410.      MT  (+/- 180 meters Scaled)
 QB0244
 QB0244                          SUPERSEDED SURVEY CONTROL
 QB0244
 QB0244  NGVD 29 (??/??/92)  676.549  (m)         2219.64   (f) ADJ UNCH    2 0
 QB0244
 QB0244.Superseded values are not recommended for survey control.
 QB0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0244.See file dsdata.txt to determine how the superseded data were derived.
 QB0244
 QB0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ066736(NAD 83)
 QB0244_MARKER: DB = BENCH MARK DISK
 QB0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0244_STAMPING: C 3418 1935
 QB0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0244+STABILITY: SURFACE MOTION
 QB0244
 QB0244  HISTORY     - Date     Condition        Report By
 QB0244  HISTORY     - 1935     MONUMENTED       CGS
 QB0244  HISTORY     - 1959     MARK NOT FOUND   NGS
 QB0244
 QB0244                          STATION DESCRIPTION
 QB0244
 QB0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QB0244'0.5 MI N FROM FRUITLAND.
 QB0244'0.5 MILE NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 QB0244'AT FRUITLAND, PAYETTE COUNTY, AT MILEAGE 4.59, 18.5 FEET EAST OF THE
 QB0244'EAST RAIL, AND 1 FOOT WEST OF A FENCE.  A STATE SURVEY STANDARD DISK,
 QB0244'STAMPED C 3418 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 QB0244'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0329 ***********************************************************************
 NT0329  DESIGNATION -  C 342
 NT0329  PID         -  NT0329
 NT0329  STATE/COUNTY-  ID/BEAR LAKE
 NT0329  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0329
 NT0329                         *CURRENT SURVEY CONTROL
 NT0329  ___________________________________________________________________
 NT0329* NAD 83(1986)-  42 21 43.     (N)    111 33 45.     (W)     SCALED    
 NT0329* NAVD 88     -      2249.043  (meters)    7378.74   (feet)  ADJUSTED  
 NT0329  ___________________________________________________________________
 NT0329  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NT0329  DYNAMIC HT  -        2247.273 (meters)    7372.93  (feet)  COMP
 NT0329  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 NT0329
 NT0329  VERT ORDER  -  SECOND    CLASS 0
 NT0329
 NT0329.The horizontal coordinates were scaled from a topographic map and have
 NT0329.an estimated accuracy of +/- 6 seconds.
 NT0329
 NT0329.The orthometric height was determined by differential leveling
 NT0329.and adjusted by the National Geodetic Survey in June 1991..
 NT0329
 NT0329.The geoid height was determined by GEOID03.
 NT0329
 NT0329.The dynamic height is computed by dividing the NAVD 88
 NT0329.geopotential number by the normal gravity value computed on the
 NT0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0329.degrees latitude (g = 980.6199 gals.).
 NT0329
 NT0329.The modeled gravity was interpolated from observed gravity values.
 NT0329
 NT0329;                    North         East    Units  Estimated Accuracy
 NT0329;SPC ID E     -    77,400.      249,770.      MT  (+/- 180 meters Scaled)
 NT0329
 NT0329                          SUPERSEDED SURVEY CONTROL
 NT0329
 NT0329  NGVD 29 (??/??/92) 2247.792  (m)         7374.63   (f) ADJ UNCH    2 0
 NT0329
 NT0329.Superseded values are not recommended for survey control.
 NT0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0329.See file dsdata.txt to determine how the superseded data were derived.
 NT0329
 NT0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM536901(NAD 83)
 NT0329_MARKER: DB = BENCH MARK DISK
 NT0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0329_STAMPING: C 342 1951
 NT0329_MARK LOGO: CGS   
 NT0329_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0329+STABILITY: SURFACE MOTION
 NT0329
 NT0329  HISTORY     - Date     Condition        Report By
 NT0329  HISTORY     - 1951     MONUMENTED       CGS
 NT0329  HISTORY     - 19900602 GOOD             NGS
 NT0329
 NT0329                          STATION DESCRIPTION
 NT0329
 NT0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0329'11.7 MI NW FROM OVID.
 NT0329'11.7 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0329'AT THE JUNCTION OF A GRADED ROAD LEADING EAST TO COPENHAGEN BASIN, AT
 NT0329'A GROUP OF SMALL PINE TREES, 57.5 FEET SOUTHWEST OF THE SOUTHWEST END
 NT0329'OF AN 18 INCH CORRUGATED METAL PIPE CULVERT, 34 FEET NORTHWEST OF THE
 NT0329'CENTER LINE OF THE ROAD, 2.4 FEET SOUTHEAST OF A WITNESS POST, AND
 NT0329'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 NT0329'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NT0329
 NT0329                          STATION RECOVERY (1990)
 NT0329
 NT0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0329'MARK IS LOCATED ABOUT 15.5 KM (9.65 MI) NORTHWEST OF OVID IN THE CACHE
 NT0329'NATIONAL FOREST ALONG STATE HIGHWAY 36 ON THE RIGHT OF WAY IN WOODS ON
 NT0329'THE INSIDE OF A SHALLOW CURVE O.4 KM SOUTHWEST OF THE FRANKLIN BEAR
 NT0329'LAKE COUNTY LINE IN THE SOUTHWEST 1/4 OF SECTION 21 T 12 S R 42 E.
 NT0329'OWNERSHIP  STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 NT0329'JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL
 NT0329'IN OVID GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH
 NT0329'ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO THE
 NT0329'NATIONAL FOREST BOUNDARY.  CONTINUE AHEAD FOR 5.72 KM (3.55 MI) TO THE
 NT0329'COUNTY LINE.  CONTINUE AHEAD FOR 0.37 KM (0.25 MI) TO COPENHAGEN BASIN
 NT0329'ROAD ON THE LEFT AND THE MARK ON THE RIGHT. MARK IS SET IN THE TOP OF
 NT0329'A 25 CM ROUND CONCRETE POST PROJECTING 5 CM. IT IS 10.8 M (35.4 FT)
 NT0329'NORTHWEST OF SLIGHTLY LOWER THAN THE HIGHWAY CENTER 1.0 M (3.3 FT)
 NT0329'SOUTHEAST OF A FIBERGLASS WITNESS POST 11 M (36.1 FT) NORTHEAST OF THE
 NT0329'EXTENDED CENTER OF COPENHAGEN BASIN ROAD AND 11 M (36.1 FT) SOUTHWEST
 NT0329'OF CENTER OF A TRACK ROAD. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0245 ***********************************************************************
 QB0245  DESIGNATION -  C 3420
 QB0245  PID         -  QB0245
 QB0245  STATE/COUNTY-  ID/PAYETTE
 QB0245  USGS QUAD   -  PAYETTE (1974)
 QB0245
 QB0245                         *CURRENT SURVEY CONTROL
 QB0245  ___________________________________________________________________
 QB0245* NAD 83(1986)-  44 00 43.     (N)    116 54 57.     (W)     SCALED    
 QB0245* NAVD 88     -       678.088  (meters)    2224.69   (feet)  ADJUSTED  
 QB0245  ___________________________________________________________________
 QB0245  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 QB0245  DYNAMIC HT  -         677.885 (meters)    2224.03  (feet)  COMP
 QB0245  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 QB0245
 QB0245  VERT ORDER  -  SECOND    CLASS 0
 QB0245
 QB0245.The horizontal coordinates were scaled from a topographic map and have
 QB0245.an estimated accuracy of +/- 6 seconds.
 QB0245
 QB0245.The orthometric height was determined by differential leveling
 QB0245.and adjusted by the National Geodetic Survey in June 1991..
 QB0245
 QB0245.The geoid height was determined by GEOID03.
 QB0245
 QB0245.The dynamic height is computed by dividing the NAVD 88
 QB0245.geopotential number by the normal gravity value computed on the
 QB0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0245.degrees latitude (g = 980.6199 gals.).
 QB0245
 QB0245.The modeled gravity was interpolated from observed gravity values.
 QB0245
 QB0245;                    North         East    Units  Estimated Accuracy
 QB0245;SPC ID W     -   261,180.      706,520.      MT  (+/- 180 meters Scaled)
 QB0245
 QB0245                          SUPERSEDED SURVEY CONTROL
 QB0245
 QB0245  NGVD 29 (??/??/92)  677.140  (m)         2221.58   (f) ADJ UNCH    2 0
 QB0245
 QB0245.Superseded values are not recommended for survey control.
 QB0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0245.See file dsdata.txt to determine how the superseded data were derived.
 QB0245
 QB0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ067732(NAD 83)
 QB0245_MARKER: DB = BENCH MARK DISK
 QB0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0245_STAMPING: C 3420 1935
 QB0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0245+STABILITY: SURFACE MOTION
 QB0245
 QB0245  HISTORY     - Date     Condition        Report By
 QB0245  HISTORY     - 1935     MONUMENTED       CGS
 QB0245  HISTORY     - 1959     MARK NOT FOUND   NGS
 QB0245
 QB0245                          STATION DESCRIPTION
 QB0245
 QB0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QB0245'0.2 MI N FROM FRUITLAND.
 QB0245'0.2 MILE NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 QB0245'AT FRUITLAND, PAYETTE COUNTY, 550 FEET SOUTH OF MILEAGE 4.77 390 FEET
 QB0245'NORTH OF MILEAGE 4.922, 22.3 FEET EAST OF THE EAST RAIL, AND 1 FOOT
 QB0245'WEST OF A FENCE.  A STATE SURVEY STANDARD DISK, STAMPED C 3420 AND SET
 QB0245'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0515 ***********************************************************************
 OH0515  DESIGNATION -  C 3422
 OH0515  PID         -  OH0515
 OH0515  STATE/COUNTY-  ID/PAYETTE
 OH0515  USGS QUAD   -  NYSSA (1965)
 OH0515
 OH0515                         *CURRENT SURVEY CONTROL
 OH0515  ___________________________________________________________________
 OH0515* NAD 83(1986)-  43 59 21.     (N)    116 53 33.     (W)     SCALED    
 OH0515* NAVD 88     -       684.524  (meters)    2245.81   (feet)  ADJUSTED  
 OH0515  ___________________________________________________________________
 OH0515  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 OH0515  DYNAMIC HT  -         684.314 (meters)    2245.12  (feet)  COMP
 OH0515  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 OH0515
 OH0515  VERT ORDER  -  SECOND    CLASS 0
 OH0515
 OH0515.The horizontal coordinates were scaled from a topographic map and have
 OH0515.an estimated accuracy of +/- 6 seconds.
 OH0515
 OH0515.The orthometric height was determined by differential leveling
 OH0515.and adjusted by the National Geodetic Survey in June 1991..
 OH0515.WARNING-Repeat measurements at this control monument indicate possible
 OH0515.vertical movement.
 OH0515
 OH0515.The geoid height was determined by GEOID03.
 OH0515
 OH0515.The dynamic height is computed by dividing the NAVD 88
 OH0515.geopotential number by the normal gravity value computed on the
 OH0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0515.degrees latitude (g = 980.6199 gals.).
 OH0515
 OH0515.The modeled gravity was interpolated from observed gravity values.
 OH0515
 OH0515;                    North         East    Units  Estimated Accuracy
 OH0515;SPC ID W     -   258,620.      708,350.      MT  (+/- 180 meters Scaled)
 OH0515
 OH0515                          SUPERSEDED SURVEY CONTROL
 OH0515
 OH0515  NGVD 29 (??/??/92)  683.579  (m)         2242.71   (f) ADJ UNCH    2 0
 OH0515
 OH0515.Superseded values are not recommended for survey control.
 OH0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0515.See file dsdata.txt to determine how the superseded data were derived.
 OH0515
 OH0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ086706(NAD 83)
 OH0515_MARKER: DD = SURVEY DISK
 OH0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0515_STAMPING: C-3422
 OH0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0515+STABILITY: SURFACE MOTION
 OH0515
 OH0515  HISTORY     - Date     Condition        Report By
 OH0515  HISTORY     - UNK      MONUMENTED       IDGS
 OH0515  HISTORY     - 1935     GOOD             NGS
 OH0515  HISTORY     - 1963     MARK NOT FOUND   NGS
 OH0515
 OH0515                          STATION DESCRIPTION
 OH0515
 OH0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0515'1.9 MI SE FROM FRUITLAND.
 OH0515'1.9 MILE SOUTHEAST OF, ALONG PAYETTE VALLEY BRANCH OF ORE. SHORT LINE
 OH0515'RY., FROM STATION ABOUT 292 FEET WEST OF MILEPOST 7.  101 FT. EAST OF
 OH0515'NORTHEAST CORNER OF PACKING HOUSE AT BUCKINGHAM SIDING.  21.5 FEET
 OH0515'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  5.3 FEET NORTH OF FENCE
 OH0515'LINE.  TABLET SET IN CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 OH0515'GROUND.
 OH0515
 OH0515                          STATION RECOVERY (1963)
 OH0515
 OH0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0516 ***********************************************************************
 OH0516  DESIGNATION -  C 3424
 OH0516  PID         -  OH0516
 OH0516  STATE/COUNTY-  ID/PAYETTE
 OH0516  USGS QUAD   -  NYSSA (1965)
 OH0516
 OH0516                         *CURRENT SURVEY CONTROL
 OH0516  ___________________________________________________________________
 OH0516* NAD 83(1986)-  43 59 21.     (N)    116 53 13.     (W)     SCALED    
 OH0516* NAVD 88     -       684.658  (meters)    2246.25   (feet)  ADJUSTED  
 OH0516  ___________________________________________________________________
 OH0516  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 OH0516  DYNAMIC HT  -         684.448 (meters)    2245.56  (feet)  COMP
 OH0516  MODELED GRAV-     980,290.8   (mgal)                       NAVD 88
 OH0516
 OH0516  VERT ORDER  -  SECOND    CLASS 0
 OH0516
 OH0516.The horizontal coordinates were scaled from a topographic map and have
 OH0516.an estimated accuracy of +/- 6 seconds.
 OH0516
 OH0516.The orthometric height was determined by differential leveling
 OH0516.and adjusted by the National Geodetic Survey in June 1991..
 OH0516
 OH0516.The geoid height was determined by GEOID03.
 OH0516
 OH0516.The dynamic height is computed by dividing the NAVD 88
 OH0516.geopotential number by the normal gravity value computed on the
 OH0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0516.degrees latitude (g = 980.6199 gals.).
 OH0516
 OH0516.The modeled gravity was interpolated from observed gravity values.
 OH0516
 OH0516;                    North         East    Units  Estimated Accuracy
 OH0516;SPC ID W     -   258,620.      708,800.      MT  (+/- 180 meters Scaled)
 OH0516
 OH0516                          SUPERSEDED SURVEY CONTROL
 OH0516
 OH0516  NGVD 29 (??/??/92)  683.711  (m)         2243.14   (f) ADJ UNCH    2 0
 OH0516
 OH0516.Superseded values are not recommended for survey control.
 OH0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0516.See file dsdata.txt to determine how the superseded data were derived.
 OH0516
 OH0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ090706(NAD 83)
 OH0516_MARKER: DD = SURVEY DISK
 OH0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0516_STAMPING: C 3424
 OH0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0516+STABILITY: SURFACE MOTION
 OH0516
 OH0516  HISTORY     - Date     Condition        Report By
 OH0516  HISTORY     - UNK      MONUMENTED       IDGS
 OH0516  HISTORY     - 1935     GOOD             NGS
 OH0516
 OH0516                          STATION DESCRIPTION
 OH0516
 OH0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0516'2.1 MI SE FROM FRUITLAND.
 OH0516'2.1 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH0516'STATION AT FRUITLAND, PAYETTE COUNTY, 404 FEET EAST OF MILEAGE 7.15,
 OH0516'SOUTH OF BRIDGE 7.22, WEST OF THE ROAD PARALLELING A NORTHWEST-AND
 OH0516'SOUTHEAST IRRIGATION CANAL, 29.3 FEET SOUTH OF THE SOUTH RAIL, AND AT
 OH0516'A FENCE.  A STATE SURVEY STANDARD DISK, STAMPED C 3424 AND SET IN THE
 OH0516'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0518 ***********************************************************************
 OH0518  DESIGNATION -  C 3426
 OH0518  PID         -  OH0518
 OH0518  STATE/COUNTY-  ID/PAYETTE
 OH0518  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH0518
 OH0518                         *CURRENT SURVEY CONTROL
 OH0518  ___________________________________________________________________
 OH0518* NAD 83(1986)-  43 59 20.     (N)    116 51 09.     (W)     SCALED    
 OH0518* NAVD 88     -       680.974  (meters)    2234.16   (feet)  ADJUSTED  
 OH0518  ___________________________________________________________________
 OH0518  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 OH0518  DYNAMIC HT  -         680.767 (meters)    2233.48  (feet)  COMP
 OH0518  MODELED GRAV-     980,292.2   (mgal)                       NAVD 88
 OH0518
 OH0518  VERT ORDER  -  SECOND    CLASS 0
 OH0518
 OH0518.The horizontal coordinates were scaled from a topographic map and have
 OH0518.an estimated accuracy of +/- 6 seconds.
 OH0518
 OH0518.The orthometric height was determined by differential leveling
 OH0518.and adjusted by the National Geodetic Survey in June 1991..
 OH0518.WARNING-Repeat measurements at this control monument indicate possible
 OH0518.vertical movement.
 OH0518
 OH0518.The geoid height was determined by GEOID03.
 OH0518
 OH0518.The dynamic height is computed by dividing the NAVD 88
 OH0518.geopotential number by the normal gravity value computed on the
 OH0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0518.degrees latitude (g = 980.6199 gals.).
 OH0518
 OH0518.The modeled gravity was interpolated from observed gravity values.
 OH0518
 OH0518;                    North         East    Units  Estimated Accuracy
 OH0518;SPC ID W     -   258,550.      711,560.      MT  (+/- 180 meters Scaled)
 OH0518
 OH0518                          SUPERSEDED SURVEY CONTROL
 OH0518
 OH0518  NGVD 29 (??/??/92)  680.026  (m)         2231.05   (f) ADJ UNCH    2 0
 OH0518
 OH0518.Superseded values are not recommended for survey control.
 OH0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0518.See file dsdata.txt to determine how the superseded data were derived.
 OH0518
 OH0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ118706(NAD 83)
 OH0518_MARKER: DD = SURVEY DISK
 OH0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0518_STAMPING: C 3426
 OH0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0518+STABILITY: SURFACE MOTION
 OH0518
 OH0518  HISTORY     - Date     Condition        Report By
 OH0518  HISTORY     - UNK      MONUMENTED       IDGS
 OH0518  HISTORY     - 1935     GOOD             NGS
 OH0518
 OH0518                          STATION DESCRIPTION
 OH0518
 OH0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0518'3.9 MI SE FROM FRUITLAND.
 OH0518'3.9 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH0518'STATION AT FRUITLAND, PAYETTE COUNTY, 240 FEET WEST OF MILEPOST 9,
 OH0518'43.5 FEET EAST OF MILEAGE 8.95, AT THE CROSSING OF A NORTH-AND-SOUTH
 OH0518'ROAD, 16.8 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 13.3 FEET
 OH0518'SOUTH OF THE SOUTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED C 3426
 OH0518'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OH0518'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0520 ***********************************************************************
 OH0520  DESIGNATION -  C 3428
 OH0520  PID         -  OH0520
 OH0520  STATE/COUNTY-  ID/PAYETTE
 OH0520  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH0520
 OH0520                         *CURRENT SURVEY CONTROL
 OH0520  ___________________________________________________________________
 OH0520* NAD 83(1986)-  43 58 32.     (N)    116 48 57.     (W)     SCALED    
 OH0520* NAVD 88     -       686.492  (meters)    2252.27   (feet)  ADJUSTED  
 OH0520  ___________________________________________________________________
 OH0520  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 OH0520  DYNAMIC HT  -         686.281 (meters)    2251.57  (feet)  COMP
 OH0520  MODELED GRAV-     980,289.1   (mgal)                       NAVD 88
 OH0520
 OH0520  VERT ORDER  -  SECOND    CLASS 0
 OH0520
 OH0520.The horizontal coordinates were scaled from a topographic map and have
 OH0520.an estimated accuracy of +/- 6 seconds.
 OH0520
 OH0520.The orthometric height was determined by differential leveling
 OH0520.and adjusted by the National Geodetic Survey in June 1991..
 OH0520
 OH0520.The geoid height was determined by GEOID03.
 OH0520
 OH0520.The dynamic height is computed by dividing the NAVD 88
 OH0520.geopotential number by the normal gravity value computed on the
 OH0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0520.degrees latitude (g = 980.6199 gals.).
 OH0520
 OH0520.The modeled gravity was interpolated from observed gravity values.
 OH0520
 OH0520;                    North         East    Units  Estimated Accuracy
 OH0520;SPC ID W     -   257,030.      714,480.      MT  (+/- 180 meters Scaled)
 OH0520
 OH0520                          SUPERSEDED SURVEY CONTROL
 OH0520
 OH0520  NGVD 29 (??/??/92)  685.548  (m)         2249.17   (f) ADJ UNCH    2 0
 OH0520
 OH0520.Superseded values are not recommended for survey control.
 OH0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0520.See file dsdata.txt to determine how the superseded data were derived.
 OH0520
 OH0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ147691(NAD 83)
 OH0520_MARKER: DD = SURVEY DISK
 OH0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0520_STAMPING: C 3428
 OH0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0520+STABILITY: SURFACE MOTION
 OH0520
 OH0520  HISTORY     - Date     Condition        Report By
 OH0520  HISTORY     - UNK      MONUMENTED       IDGS
 OH0520  HISTORY     - 1935     GOOD             NGS
 OH0520
 OH0520                          STATION DESCRIPTION
 OH0520
 OH0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0520'6.2 MI SE FROM FRUITLAND.
 OH0520'6.2 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH0520'STATION AT FRUITLAND, PAYETTE COUNTY, 0.3 MILE EAST OF THE STATION AT
 OH0520'NEW PLYMOUTH, AT MILEAGE 11.32, 44 FEET NORTH OF A SWITCH STAND, 26.5
 OH0520'FEET WEST OF THE MIDDLE SPILLWAY OF A CONCRETE SIPHON, 29 FEET NORTH
 OH0520'OF THE NORTH RAIL, 19 FEET SOUTH OF THE NORTH FENCE, AND 10 FEET
 OH0520'HIGHER THAN THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED C 3428
 OH0520'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0527 ***********************************************************************
 OX0527  DESIGNATION -  C 343
 OX0527  PID         -  OX0527
 OX0527  STATE/COUNTY-  ID/MADISON
 OX0527  USGS QUAD   -  MOODY (1979)
 OX0527
 OX0527                         *CURRENT SURVEY CONTROL
 OX0527  ___________________________________________________________________
 OX0527* NAD 83(1986)-  43 48 03.     (N)    111 40 41.     (W)     SCALED    
 OX0527* NAVD 88     -      1597.154  (meters)    5240.00   (feet)  POSTED    
 OX0527  ___________________________________________________________________
 OX0527  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 OX0527  DYNAMIC HT  -        1596.280 (meters)    5237.13  (feet)  COMP
 OX0527  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 OX0527
 OX0527  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0527
 OX0527.The horizontal coordinates were scaled from a topographic map and have
 OX0527.an estimated accuracy of +/- 6 seconds.
 OX0527
 OX0527.The orthometric height was determined by differential leveling
 OX0527.and adjusted by the National Geodetic Survey in 1992..
 OX0527.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0527.rate of 2.1 thru 3.0 mm/km.
 OX0527
 OX0527.The geoid height was determined by GEOID03.
 OX0527
 OX0527.The dynamic height is computed by dividing the NAVD 88
 OX0527.geopotential number by the normal gravity value computed on the
 OX0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0527.degrees latitude (g = 980.6199 gals.).
 OX0527
 OX0527.The modeled gravity was interpolated from observed gravity values.
 OX0527
 OX0527;                    North         East    Units  Estimated Accuracy
 OX0527;SPC ID E     -   237,180.      239,320.      MT  (+/- 180 meters Scaled)
 OX0527
 OX0527                          SUPERSEDED SURVEY CONTROL
 OX0527
 OX0527  NGVD 29 (??/??/92) 1596.023  (m)         5236.29   (f) ADJ UNCH    2 0
 OX0527
 OX0527.Superseded values are not recommended for survey control.
 OX0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0527.See file dsdata.txt to determine how the superseded data were derived.
 OX0527
 OX0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP454499(NAD 83)
 OX0527_MARKER: DB = BENCH MARK DISK
 OX0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0527_STAMPING: C 343 1951
 OX0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0527+STABILITY: SURFACE MOTION
 OX0527
 OX0527  HISTORY     - Date     Condition        Report By
 OX0527  HISTORY     - 1951     MONUMENTED       CGS
 OX0527
 OX0527                          STATION DESCRIPTION
 OX0527
 OX0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0527'7.1 MI SW FROM NEWDALE.
 OX0527'ABOUT 7.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0527'STATION AT NEWDALE AT A ROAD CROSSING, 40.3 FEET SOUTHEAST OF THE
 OX0527'SOUTHEAST RAIL, 22 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.3
 OX0527'FEET NORTHEAST OF A FENCE, 3 FEET NORTHWEST OF THE THIRD TELEGRAPH
 OX0527'POLE SOUTHWEST OF MILEPOLE NUMBER 31, 1.7 FEET SOUTHWEST OF A WITNESS
 OX0527'POST, AND ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 OX0527'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0521 ***********************************************************************
 OH0521  DESIGNATION -  C 3430
 OH0521  PID         -  OH0521
 OH0521  STATE/COUNTY-  ID/PAYETTE
 OH0521  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH0521
 OH0521                         *CURRENT SURVEY CONTROL
 OH0521  ___________________________________________________________________
 OH0521* NAD 83(1986)-  43 58 32.     (N)    116 48 49.     (W)     SCALED    
 OH0521* NAVD 88     -       684.256  (meters)    2244.93   (feet)  ADJUSTED  
 OH0521  ___________________________________________________________________
 OH0521  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 OH0521  DYNAMIC HT  -         684.045 (meters)    2244.24  (feet)  COMP
 OH0521  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 OH0521
 OH0521  VERT ORDER  -  SECOND    CLASS 0
 OH0521
 OH0521.The horizontal coordinates were scaled from a topographic map and have
 OH0521.an estimated accuracy of +/- 6 seconds.
 OH0521
 OH0521.The orthometric height was determined by differential leveling
 OH0521.and adjusted by the National Geodetic Survey in June 1991..
 OH0521
 OH0521.The geoid height was determined by GEOID03.
 OH0521
 OH0521.The dynamic height is computed by dividing the NAVD 88
 OH0521.geopotential number by the normal gravity value computed on the
 OH0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0521.degrees latitude (g = 980.6199 gals.).
 OH0521
 OH0521.The modeled gravity was interpolated from observed gravity values.
 OH0521
 OH0521;                    North         East    Units  Estimated Accuracy
 OH0521;SPC ID W     -   257,030.      714,660.      MT  (+/- 180 meters Scaled)
 OH0521
 OH0521                          SUPERSEDED SURVEY CONTROL
 OH0521
 OH0521  NGVD 29 (??/??/92)  683.312  (m)         2241.83   (f) ADJ UNCH    2 0
 OH0521
 OH0521.Superseded values are not recommended for survey control.
 OH0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0521.See file dsdata.txt to determine how the superseded data were derived.
 OH0521
 OH0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ149691(NAD 83)
 OH0521_MARKER: DD = SURVEY DISK
 OH0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0521_STAMPING: C 3430
 OH0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0521+STABILITY: SURFACE MOTION
 OH0521
 OH0521  HISTORY     - Date     Condition        Report By
 OH0521  HISTORY     - UNK      MONUMENTED       IDGS
 OH0521  HISTORY     - 1935     GOOD             NGS
 OH0521
 OH0521                          STATION DESCRIPTION
 OH0521
 OH0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0521'6.3 MI SE FROM FRUITLAND.
 OH0521'6.3 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH0521'STATION AT FRUITLAND, PAYETTE COUNTY, 0.4 MILE EAST OF THE STATION AT
 OH0521'NEW PLYMOUTH, 332 FEET WEST OF MILEAGE 11.47, 21 FEET SOUTH OF THE
 OH0521'SOUTH RAIL, AND AT THE FENCE.  A STATE SURVEY STANDARD DISK, STAMPED C
 OH0521'3430 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 OH0521'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0523 ***********************************************************************
 OH0523  DESIGNATION -  C 3432
 OH0523  PID         -  OH0523
 OH0523  STATE/COUNTY-  ID/PAYETTE
 OH0523  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH0523
 OH0523                         *CURRENT SURVEY CONTROL
 OH0523  ___________________________________________________________________
 OH0523* NAD 83(1986)-  43 58 07.     (N)    116 46 14.     (W)     SCALED    
 OH0523* NAVD 88     -       680.194  (meters)    2231.60   (feet)  ADJUSTED  
 OH0523  ___________________________________________________________________
 OH0523  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 OH0523  DYNAMIC HT  -         679.987 (meters)    2230.92  (feet)  COMP
 OH0523  MODELED GRAV-     980,293.0   (mgal)                       NAVD 88
 OH0523
 OH0523  VERT ORDER  -  SECOND    CLASS 0
 OH0523
 OH0523.The horizontal coordinates were scaled from a topographic map and have
 OH0523.an estimated accuracy of +/- 6 seconds.
 OH0523
 OH0523.The orthometric height was determined by differential leveling
 OH0523.and adjusted by the National Geodetic Survey in June 1991..
 OH0523
 OH0523.The geoid height was determined by GEOID03.
 OH0523
 OH0523.The dynamic height is computed by dividing the NAVD 88
 OH0523.geopotential number by the normal gravity value computed on the
 OH0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0523.degrees latitude (g = 980.6199 gals.).
 OH0523
 OH0523.The modeled gravity was interpolated from observed gravity values.
 OH0523
 OH0523;                    North         East    Units  Estimated Accuracy
 OH0523;SPC ID W     -   256,210.      718,110.      MT  (+/- 180 meters Scaled)
 OH0523
 OH0523                          SUPERSEDED SURVEY CONTROL
 OH0523
 OH0523  NGVD 29 (??/??/92)  679.255  (m)         2228.52   (f) ADJ UNCH    2 0
 OH0523
 OH0523.Superseded values are not recommended for survey control.
 OH0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0523.See file dsdata.txt to determine how the superseded data were derived.
 OH0523
 OH0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ184684(NAD 83)
 OH0523_MARKER: DD = SURVEY DISK
 OH0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0523_STAMPING: C 3432
 OH0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0523+STABILITY: SURFACE MOTION
 OH0523
 OH0523  HISTORY     - Date     Condition        Report By
 OH0523  HISTORY     - UNK      MONUMENTED       IDGS
 OH0523  HISTORY     - 1935     GOOD             NGS
 OH0523
 OH0523                          STATION DESCRIPTION
 OH0523
 OH0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0523'7.9 MI NW FROM LETHA.
 OH0523'IN PAYETTE COUNTY, 7.9 MILES NORTHWEST ALONG THE OREGON SHORT LINE
 OH0523'RAILROAD FROM THE STATION AT LETHA, GEM COUNTY, 2.5 MILES EAST OF THE
 OH0523'STATION AT NEW PLYMOUTH, 104 FEET SOUTHEAST OF MILEAGE 13.775, 49 FEET
 OH0523'SOUTH OF THE CENTERLINE OF THE TRACK, 45 FEET EAST OF THE CENTERLINE
 OH0523'OF A FARM ROAD, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE. A STATE
 OH0523'SURVEY STANDARD DISK, STAMPED C 3432 AND SET IN THE TOP OF A CONCRETE
 OH0523'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0526 ***********************************************************************
 OH0526  DESIGNATION -  C 3436
 OH0526  PID         -  OH0526
 OH0526  STATE/COUNTY-  ID/PAYETTE
 OH0526  USGS QUAD   -  LETHA (1971)
 OH0526
 OH0526                         *CURRENT SURVEY CONTROL
 OH0526  ___________________________________________________________________
 OH0526* NAD 83(1986)-  43 56 54.     (N)    116 44 33.     (W)     SCALED    
 OH0526* NAVD 88     -       682.122  (meters)    2237.93   (feet)  ADJUSTED  
 OH0526  ___________________________________________________________________
 OH0526  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 OH0526  DYNAMIC HT  -         681.915 (meters)    2237.25  (feet)  COMP
 OH0526  MODELED GRAV-     980,292.6   (mgal)                       NAVD 88
 OH0526
 OH0526  VERT ORDER  -  SECOND    CLASS 0
 OH0526
 OH0526.The horizontal coordinates were scaled from a topographic map and have
 OH0526.an estimated accuracy of +/- 6 seconds.
 OH0526
 OH0526.The orthometric height was determined by differential leveling
 OH0526.and adjusted by the National Geodetic Survey in June 1991..
 OH0526
 OH0526.The geoid height was determined by GEOID03.
 OH0526
 OH0526.The dynamic height is computed by dividing the NAVD 88
 OH0526.geopotential number by the normal gravity value computed on the
 OH0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0526.degrees latitude (g = 980.6199 gals.).
 OH0526
 OH0526.The modeled gravity was interpolated from observed gravity values.
 OH0526
 OH0526;                    North         East    Units  Estimated Accuracy
 OH0526;SPC ID W     -   253,930.      720,330.      MT  (+/- 180 meters Scaled)
 OH0526
 OH0526                          SUPERSEDED SURVEY CONTROL
 OH0526
 OH0526  NGVD 29 (??/??/92)  681.186  (m)         2234.86   (f) ADJ UNCH    2 0
 OH0526
 OH0526.Superseded values are not recommended for survey control.
 OH0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0526.See file dsdata.txt to determine how the superseded data were derived.
 OH0526
 OH0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ206661(NAD 83)
 OH0526_MARKER: DD = SURVEY DISK
 OH0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0526_STAMPING: C 3436
 OH0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0526+STABILITY: SURFACE MOTION
 OH0526
 OH0526  HISTORY     - Date     Condition        Report By
 OH0526  HISTORY     - UNK      MONUMENTED       IDGS
 OH0526  HISTORY     - 1971     GOOD             NGS
 OH0526
 OH0526                          STATION DESCRIPTION
 OH0526
 OH0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0526'6.0 MI NW FROM LETHA.
 OH0526'6.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD, FORMERLY THE
 OH0526'OREGON SHORT LINE RAILROAD FROM LETHA, 300 FEET EAST OF A MACADAM SIDE
 OH0526'ROAD THAT GOES NORTH ACROSS THE TRACKS, 80 FEET WEST OF A POWER POLE
 OH0526'WHERE THE TELEPHONE LINE CROSSES THE HIGHWAY, 74 FEET NORTH, AND
 OH0526'ACROSS THE HIGHWAY FROM HIGHWAY MILEPOST NO. 16, 51 FEET NORTH OF THE
 OH0526'CENTER OF STATE HIGHWAY 52, 47 FEET SOUTH OF THE NEAREST RAIL OF THE
 OH0526'RAILROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT WEST
 OH0526'OF A METAL WITNESS POST SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT
 OH0526'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0588 ***********************************************************************
 OX0588  DESIGNATION -  C 344
 OX0588  PID         -  OX0588
 OX0588  STATE/COUNTY-  ID/MADISON
 OX0588  USGS QUAD   -  NEWDALE (1979)
 OX0588
 OX0588                         *CURRENT SURVEY CONTROL
 OX0588  ___________________________________________________________________
 OX0588* NAD 83(1986)-  43 52 59.     (N)    111 32 14.     (W)     SCALED    
 OX0588* NAVD 88     -      1630.572  (meters)    5349.64   (feet)  POSTED    
 OX0588  ___________________________________________________________________
 OX0588  GEOID HEIGHT-         -10.67  (meters)                     GEOID03
 OX0588  DYNAMIC HT  -        1629.690 (meters)    5346.74  (feet)  COMP
 OX0588  MODELED GRAV-     980,020.7   (mgal)                       NAVD 88
 OX0588
 OX0588  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0588
 OX0588.The horizontal coordinates were scaled from a topographic map and have
 OX0588.an estimated accuracy of +/- 6 seconds.
 OX0588
 OX0588.The orthometric height was determined by differential leveling
 OX0588.and adjusted by the National Geodetic Survey in 1992..
 OX0588.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0588.rate of 0.0 thru 1.0 mm/km.
 OX0588
 OX0588.The geoid height was determined by GEOID03.
 OX0588
 OX0588.The dynamic height is computed by dividing the NAVD 88
 OX0588.geopotential number by the normal gravity value computed on the
 OX0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0588.degrees latitude (g = 980.6199 gals.).
 OX0588
 OX0588.The modeled gravity was interpolated from observed gravity values.
 OX0588
 OX0588;                    North         East    Units  Estimated Accuracy
 OX0588;SPC ID E     -   246,400.      250,580.      MT  (+/- 180 meters Scaled)
 OX0588
 OX0588                          SUPERSEDED SURVEY CONTROL
 OX0588
 OX0588  NGVD 29 (??/??/92) 1629.457  (m)         5345.98   (f) ADJ UNCH    2 0
 OX0588
 OX0588.Superseded values are not recommended for survey control.
 OX0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0588.See file dsdata.txt to determine how the superseded data were derived.
 OX0588
 OX0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP568590(NAD 83)
 OX0588_MARKER: DB = BENCH MARK DISK
 OX0588_SETTING: 66 = SET IN ROCK OUTCROP
 OX0588_SP_SET: BEDROCK
 OX0588_STAMPING: C 344 1951
 OX0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0588+STABILITY: POSITION/ELEVATION WELL
 OX0588
 OX0588  HISTORY     - Date     Condition        Report By
 OX0588  HISTORY     - 1951     MONUMENTED       CGS
 OX0588  HISTORY     - 1974     GOOD             NGS
 OX0588
 OX0588                          STATION DESCRIPTION
 OX0588
 OX0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0588'3.5 MI E FROM NEWDALE.
 OX0588'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0588'NEWDALE, THENCE 3.4 MILES EAST ALONG U. S. HIGHWAY 20, AND SET IN THE
 OX0588'TOP OF A LARGE LAYER OF BLACK BEDROCK, 46 1/2 FEET SOUTH OF THE CENTER
 OX0588'LINE OF THE HIGHWAY, 20 FEET NORTHWEST OF A TELEGRAPH LINE POLE NUMBER
 OX0588'240, 17.7 FEET NORTH OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE
 OX0588'HIGHWAY.
 OX0588
 OX0588                          STATION RECOVERY (1974)
 OX0588
 OX0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OX0588'REACHED FROM THE NEWDALE RAILROAD STATION GO SOUTH FOR 0.1 MILE TO
 OX0588'STATE HIGHWAY 33, TURN LEFT, AND GO EAST ON STATE HIGHWAY 33 FOR 3.7
 OX0588'MILES TO THE BENCH MARK ON THE RIGHT, 0.05 MILE EAST OF A MACADAM
 OX0588'ROAD NORTH TO THE TETON DAM, 48 FEET SOUTH OF THE CENTER OF STATE
 OX0588'HIGHWAY 33, 20 FEET NORTH OF THE EDGE OF A CULTIVATED FIELD, AND 1
 OX0588'FOOT LOWER THAN THE HIGHWAY, CEMENTED IN A DRILL HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0529 ***********************************************************************
 OH0529  DESIGNATION -  C 3440
 OH0529  PID         -  OH0529
 OH0529  STATE/COUNTY-  ID/PAYETTE
 OH0529  USGS QUAD   -  LETHA (1971)
 OH0529
 OH0529                         *CURRENT SURVEY CONTROL
 OH0529  ___________________________________________________________________
 OH0529* NAD 83(1986)-  43 55 47.     (N)    116 42 45.     (W)     SCALED    
 OH0529* NAVD 88     -       686.568  (meters)    2252.52   (feet)  ADJUSTED  
 OH0529  ___________________________________________________________________
 OH0529  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 OH0529  DYNAMIC HT  -         686.355 (meters)    2251.82  (feet)  COMP
 OH0529  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 OH0529
 OH0529  VERT ORDER  -  SECOND    CLASS 0
 OH0529
 OH0529.The horizontal coordinates were scaled from a topographic map and have
 OH0529.an estimated accuracy of +/- 6 seconds.
 OH0529
 OH0529.The orthometric height was determined by differential leveling
 OH0529.and adjusted by the National Geodetic Survey in June 1991..
 OH0529
 OH0529.The geoid height was determined by GEOID03.
 OH0529
 OH0529.The dynamic height is computed by dividing the NAVD 88
 OH0529.geopotential number by the normal gravity value computed on the
 OH0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0529.degrees latitude (g = 980.6199 gals.).
 OH0529
 OH0529.The modeled gravity was interpolated from observed gravity values.
 OH0529
 OH0529;                    North         East    Units  Estimated Accuracy
 OH0529;SPC ID W     -   251,830.      722,720.      MT  (+/- 180 meters Scaled)
 OH0529
 OH0529                          SUPERSEDED SURVEY CONTROL
 OH0529
 OH0529  NGVD 29 (??/??/92)  685.629  (m)         2249.43   (f) ADJ UNCH    2 0
 OH0529
 OH0529.Superseded values are not recommended for survey control.
 OH0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0529.See file dsdata.txt to determine how the superseded data were derived.
 OH0529
 OH0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ230641(NAD 83)
 OH0529_MARKER: DD = SURVEY DISK
 OH0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0529_STAMPING: C 3440
 OH0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0529+STABILITY: SURFACE MOTION
 OH0529
 OH0529  HISTORY     - Date     Condition        Report By
 OH0529  HISTORY     - UNK      MONUMENTED       IDGS
 OH0529  HISTORY     - 1971     GOOD             NGS
 OH0529
 OH0529                          STATION DESCRIPTION
 OH0529
 OH0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0529'4.0 MI NW FROM LETHA.
 OH0529'4.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD, FORMERLY THE
 OH0529'OREGON SHORT LINE RAILROAD FROM LETHA, 250 FEET NORTH-NORTHWEST OF
 OH0529'HIGHWAY MILEPOST NO. 18, 180 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 OH0529'52, 115 FEET NORTHWEST OF THE NORTHWEST END OF RAILROAD BRIDGE NO.
 OH0529'17.64, 48 FEET NORTH OF THE CENTER OF THE CATTLE GUARD ON THE RAILROAD
 OH0529'TRACKS, 34 FEET WEST OF THE CENTER OF A MACADAM ROAD THAT IS ON THE
 OH0529'PAYETTE-GEM COUNTY LINE, 15 FEET SOUTH OF A T FENCE CORNER, 5 FEET
 OH0529'SOUTH OF A POWER POLE, 3 FEET WEST OF A NORTH-SOUTH FENCE LINE, AND
 OH0529'0.5 FOOT SOUTH OF A METAL WITNESS POST SET IN A 6-INCH SQUARE CONCRETE
 OH0529'MONUMENT THAT WAS 10 INCHES BELOW THE SURFACE. NOTE-- SOME DUFF HAS
 OH0529'BEEN DUMPED HERE, AND THIS MONUMENT COULD BE COVERED AGAIN BY AS MUCH
 OH0529'AS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0532 ***********************************************************************
 OH0532  DESIGNATION -  C 3444
 OH0532  PID         -  OH0532
 OH0532  STATE/COUNTY-  ID/GEM
 OH0532  USGS QUAD   -  LETHA (1971)
 OH0532
 OH0532                         *CURRENT SURVEY CONTROL
 OH0532  ___________________________________________________________________
 OH0532* NAD 83(1986)-  43 54 25.     (N)    116 40 39.     (W)     SCALED    
 OH0532* NAVD 88     -       692.274  (meters)    2271.24   (feet)  ADJUSTED  
 OH0532  ___________________________________________________________________
 OH0532  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 OH0532  DYNAMIC HT  -         692.057 (meters)    2270.52  (feet)  COMP
 OH0532  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 OH0532
 OH0532  VERT ORDER  -  SECOND    CLASS 0
 OH0532
 OH0532.The horizontal coordinates were scaled from a topographic map and have
 OH0532.an estimated accuracy of +/- 6 seconds.
 OH0532
 OH0532.The orthometric height was determined by differential leveling
 OH0532.and adjusted by the National Geodetic Survey in June 1991..
 OH0532
 OH0532.The geoid height was determined by GEOID03.
 OH0532
 OH0532.The dynamic height is computed by dividing the NAVD 88
 OH0532.geopotential number by the normal gravity value computed on the
 OH0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0532.degrees latitude (g = 980.6199 gals.).
 OH0532
 OH0532.The modeled gravity was interpolated from observed gravity values.
 OH0532
 OH0532;                    North         East    Units  Estimated Accuracy
 OH0532;SPC ID W     -   249,270.      725,500.      MT  (+/- 180 meters Scaled)
 OH0532
 OH0532                          SUPERSEDED SURVEY CONTROL
 OH0532
 OH0532  NGVD 29 (??/??/92)  691.334  (m)         2268.15   (f) ADJ UNCH    2 0
 OH0532
 OH0532.Superseded values are not recommended for survey control.
 OH0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0532.See file dsdata.txt to determine how the superseded data were derived.
 OH0532
 OH0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ258615(NAD 83)
 OH0532_MARKER: DD = SURVEY DISK
 OH0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0532_STAMPING: C 3444
 OH0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0532+STABILITY: SURFACE MOTION
 OH0532
 OH0532  HISTORY     - Date     Condition        Report By
 OH0532  HISTORY     - UNK      MONUMENTED       IDGS
 OH0532  HISTORY     - 1971     GOOD             NGS
 OH0532
 OH0532                          STATION DESCRIPTION
 OH0532
 OH0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0532'1.7 MI NW FROM LETHA.
 OH0532'1.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD, FORMERLY THE
 OH0532'OREGON SHORT LINE RAILROAD FROM LETHA, 200 FEET NORTHWEST OF MILEPOST
 OH0532'NO. 20, 80 FEET WEST OF MILEAGE 19.97, 45 FEET SOUTH OF THE NEAREST
 OH0532'RAIL, 25 FEET EAST OF A TELEPHONE POLE, 22 FEET WEST OF THE CENTER OF
 OH0532'A GRAVELED ROAD THAT CROSSES THE TRACKS, 7.5 FEET NORTHWEST OF A V
 OH0532'FENCE CORNER, AND 1 FOOT EAST OF A METAL WITNESS POST SET IN A 6-INCH
 OH0532'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0534 ***********************************************************************
 OH0534  DESIGNATION -  C 3446
 OH0534  PID         -  OH0534
 OH0534  STATE/COUNTY-  ID/GEM
 OH0534  USGS QUAD   -  LETHA (1971)
 OH0534
 OH0534                         *CURRENT SURVEY CONTROL
 OH0534  ___________________________________________________________________
 OH0534* NAD 83(1986)-  43 53 50.     (N)    116 38 47.     (W)     SCALED    
 OH0534* NAVD 88     -       697.229  (meters)    2287.49   (feet)  ADJUSTED  
 OH0534  ___________________________________________________________________
 OH0534  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 OH0534  DYNAMIC HT  -         697.002 (meters)    2286.75  (feet)  COMP
 OH0534  MODELED GRAV-     980,271.5   (mgal)                       NAVD 88
 OH0534
 OH0534  VERT ORDER  -  SECOND    CLASS 0
 OH0534
 OH0534.The horizontal coordinates were scaled from a topographic map and have
 OH0534.an estimated accuracy of +/- 6 seconds.
 OH0534
 OH0534.The orthometric height was determined by differential leveling
 OH0534.and adjusted by the National Geodetic Survey in June 1991..
 OH0534
 OH0534.The geoid height was determined by GEOID03.
 OH0534
 OH0534.The dynamic height is computed by dividing the NAVD 88
 OH0534.geopotential number by the normal gravity value computed on the
 OH0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0534.degrees latitude (g = 980.6199 gals.).
 OH0534
 OH0534.The modeled gravity was interpolated from observed gravity values.
 OH0534
 OH0534;                    North         East    Units  Estimated Accuracy
 OH0534;SPC ID W     -   248,160.      727,990.      MT  (+/- 180 meters Scaled)
 OH0534
 OH0534                          SUPERSEDED SURVEY CONTROL
 OH0534
 OH0534  NGVD 29 (??/??/92)  696.282  (m)         2284.39   (f) ADJ UNCH    2 0
 OH0534
 OH0534.Superseded values are not recommended for survey control.
 OH0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0534.See file dsdata.txt to determine how the superseded data were derived.
 OH0534
 OH0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ283605(NAD 83)
 OH0534_MARKER: DD = SURVEY DISK
 OH0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0534_STAMPING: C 3446
 OH0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0534+STABILITY: SURFACE MOTION
 OH0534
 OH0534  HISTORY     - Date     Condition        Report By
 OH0534  HISTORY     - UNK      MONUMENTED       IDGS
 OH0534  HISTORY     - 1971     MARK NOT FOUND   NGS
 OH0534
 OH0534                          STATION DESCRIPTION
 OH0534
 OH0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0534'IN LETHA.
 OH0534'AT LETHA, GEM COUNTY, 66.5 FEET NORTH OF THE NORTHEAST CORNER OF THE
 OH0534'OREGON SHORT LINE RAILROAD STATION, 110 FEET NORTH OF THE CENTER-LINE
 OH0534'OF THE MAIN TRACK, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 OH0534'STATE SURVEY STANDARD DISK, STAMPED C 3446 AND SET IN THE TOP OF A
 OH0534'CONCRETE POST.  NOTE-- IT IS BELIEVED THAT THE MARK WAS DESTROYED WHEN
 OH0534'A SUGAR BEET DUMP, AND SCALES WAS CONSTRUCTED NORTH OF THE TRACKS AT
 OH0534'THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0535 ***********************************************************************
 OH0535  DESIGNATION -  C 3448
 OH0535  PID         -  OH0535
 OH0535  STATE/COUNTY-  ID/GEM
 OH0535  USGS QUAD   -  LETHA (1971)
 OH0535
 OH0535                         *CURRENT SURVEY CONTROL
 OH0535  ___________________________________________________________________
 OH0535* NAD 83(1986)-  43 53 44.     (N)    116 38 32.     (W)     SCALED    
 OH0535* NAVD 88     -       697.793  (meters)    2289.34   (feet)  ADJUSTED  
 OH0535  ___________________________________________________________________
 OH0535  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 OH0535  DYNAMIC HT  -         697.566 (meters)    2288.60  (feet)  COMP
 OH0535  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 OH0535
 OH0535  VERT ORDER  -  SECOND    CLASS 0
 OH0535
 OH0535.The horizontal coordinates were scaled from a topographic map and have
 OH0535.an estimated accuracy of +/- 6 seconds.
 OH0535
 OH0535.The orthometric height was determined by differential leveling
 OH0535.and adjusted by the National Geodetic Survey in June 1991..
 OH0535
 OH0535.The geoid height was determined by GEOID03.
 OH0535
 OH0535.The dynamic height is computed by dividing the NAVD 88
 OH0535.geopotential number by the normal gravity value computed on the
 OH0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0535.degrees latitude (g = 980.6199 gals.).
 OH0535
 OH0535.The modeled gravity was interpolated from observed gravity values.
 OH0535
 OH0535;                    North         East    Units  Estimated Accuracy
 OH0535;SPC ID W     -   247,970.      728,320.      MT  (+/- 180 meters Scaled)
 OH0535
 OH0535                          SUPERSEDED SURVEY CONTROL
 OH0535
 OH0535  NGVD 29 (??/??/92)  696.846  (m)         2286.24   (f) ADJ UNCH    2 0
 OH0535
 OH0535.Superseded values are not recommended for survey control.
 OH0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0535.See file dsdata.txt to determine how the superseded data were derived.
 OH0535
 OH0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ287603(NAD 83)
 OH0535_MARKER: DD = SURVEY DISK
 OH0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0535_STAMPING: C 3448
 OH0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0535+STABILITY: SURFACE MOTION
 OH0535
 OH0535  HISTORY     - Date     Condition        Report By
 OH0535  HISTORY     - UNK      MONUMENTED       IDGS
 OH0535  HISTORY     - 1971     GOOD             NGS
 OH0535
 OH0535                          STATION DESCRIPTION
 OH0535
 OH0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0535'0.2 MI E FROM LETHA.
 OH0535'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD, FORMERLY THE OREGON
 OH0535'SHORT LINE RAILROAD FROM THE SIDING AT LETHA, AT MILEAGE 2191, 44 FEET
 OH0535'SOUTH OF THE NEAREST RAIL, 38 FEET SOUTHWEST OF THE SOUTH END OF A
 OH0535'CONCRETE CULVERT UNDER THE TRACKS, 32 FEET EAST OF A T FENCE CORNER,
 OH0535'25 FEET WEST OF A DRAINAGE DITCH, 5 FEET NORTHWEST OF A WITNESS SIGN
 OH0535'NAILED ON AN 8-INCH SQUARE WOODEN FENCE POST, AND 2 FEET NORTH OF THE
 OH0535'RIGHT-OF-WAY FENCE LINE SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT
 OH0535'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0410 ***********************************************************************
 RZ0410  DESIGNATION -  C 345
 RZ0410  PID         -  RZ0410
 RZ0410  STATE/COUNTY-  ID/LATAH
 RZ0410  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0410
 RZ0410                         *CURRENT SURVEY CONTROL
 RZ0410  ___________________________________________________________________
 RZ0410* NAD 83(1986)-  46 43 00.     (N)    116 54 08.     (W)     SCALED    
 RZ0410* NAVD 88     -       811.747  (meters)    2663.21   (feet)  ADJUSTED  
 RZ0410  ___________________________________________________________________
 RZ0410  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 RZ0410  DYNAMIC HT  -         811.685 (meters)    2663.00  (feet)  COMP
 RZ0410  MODELED GRAV-     980,509.7   (mgal)                       NAVD 88
 RZ0410
 RZ0410  VERT ORDER  -  SECOND    CLASS 0
 RZ0410
 RZ0410.The horizontal coordinates were scaled from a topographic map and have
 RZ0410.an estimated accuracy of +/- 6 seconds.
 RZ0410
 RZ0410.The orthometric height was determined by differential leveling
 RZ0410.and adjusted by the National Geodetic Survey in June 1991..
 RZ0410
 RZ0410.The geoid height was determined by GEOID03.
 RZ0410
 RZ0410.The dynamic height is computed by dividing the NAVD 88
 RZ0410.geopotential number by the normal gravity value computed on the
 RZ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0410.degrees latitude (g = 980.6199 gals.).
 RZ0410
 RZ0410.The modeled gravity was interpolated from observed gravity values.
 RZ0410
 RZ0410;                    North         East    Units  Estimated Accuracy
 RZ0410;SPC ID W     -   561,740.      711,910.      MT  (+/- 180 meters Scaled)
 RZ0410
 RZ0410                          SUPERSEDED SURVEY CONTROL
 RZ0410
 RZ0410  NGVD 29 (??/??/92)  810.65   (m)         2659.6    (f) COMPUTED    2 0
 RZ0410
 RZ0410.Superseded values are not recommended for survey control.
 RZ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0410.See file dsdata.txt to determine how the superseded data were derived.
 RZ0410
 RZ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM074736(NAD 83)
 RZ0410_MARKER: DB = BENCH MARK DISK
 RZ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0410_STAMPING: C 345 1952
 RZ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0410+STABILITY: SURFACE MOTION
 RZ0410
 RZ0410  HISTORY     - Date     Condition        Report By
 RZ0410  HISTORY     - 1952     MONUMENTED       CGS
 RZ0410
 RZ0410                          STATION DESCRIPTION
 RZ0410
 RZ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0410'5.3 MI E FROM MOSCOW.
 RZ0410'0.4 MILE SOUTH ALONG WASHINGTON STREET FROM THE POST OFFICE AT MOSCOW,
 RZ0410'THENCE 4.9 MILES EAST ALONG STATE HIGHWAY 8, 32.4 FEET SOUTH OF THE
 RZ0410'CENTER LINE OF THE HIGHWAY, 7.4 FEET NORTH OF A FENCE, 6 1/2 FEET
 RZ0410'NORTHWEST OF A TELEPHONE POLE NO. 226, 2.6 FEET EAST OF A WITNESS
 RZ0410'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RZ0410'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0537 ***********************************************************************
 OH0537  DESIGNATION -  C 3450
 OH0537  PID         -  OH0537
 OH0537  STATE/COUNTY-  ID/GEM
 OH0537  USGS QUAD   -  NORTHWEST EMMETT (1971)
 OH0537
 OH0537                         *CURRENT SURVEY CONTROL
 OH0537  ___________________________________________________________________
 OH0537* NAD 83(1986)-  43 52 53.     (N)    116 36 51.     (W)     SCALED    
 OH0537* NAVD 88     -       702.278  (meters)    2304.06   (feet)  ADJUSTED  
 OH0537  ___________________________________________________________________
 OH0537  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 OH0537  DYNAMIC HT  -         702.044 (meters)    2303.29  (feet)  COMP
 OH0537  MODELED GRAV-     980,262.8   (mgal)                       NAVD 88
 OH0537
 OH0537  VERT ORDER  -  SECOND    CLASS 0
 OH0537
 OH0537.The horizontal coordinates were scaled from a topographic map and have
 OH0537.an estimated accuracy of +/- 6 seconds.
 OH0537
 OH0537.The orthometric height was determined by differential leveling
 OH0537.and adjusted by the National Geodetic Survey in June 1991..
 OH0537
 OH0537.The geoid height was determined by GEOID03.
 OH0537
 OH0537.The dynamic height is computed by dividing the NAVD 88
 OH0537.geopotential number by the normal gravity value computed on the
 OH0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0537.degrees latitude (g = 980.6199 gals.).
 OH0537
 OH0537.The modeled gravity was interpolated from observed gravity values.
 OH0537
 OH0537;                    North         East    Units  Estimated Accuracy
 OH0537;SPC ID W     -   246,380.      730,560.      MT  (+/- 180 meters Scaled)
 OH0537
 OH0537                          SUPERSEDED SURVEY CONTROL
 OH0537
 OH0537  NGVD 29 (??/??/92)  701.326  (m)         2300.93   (f) ADJ UNCH    2 0
 OH0537
 OH0537.Superseded values are not recommended for survey control.
 OH0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0537.See file dsdata.txt to determine how the superseded data were derived.
 OH0537
 OH0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ309587(NAD 83)
 OH0537_MARKER: DD = SURVEY DISK
 OH0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0537_STAMPING: C 3450
 OH0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0537+STABILITY: SURFACE MOTION
 OH0537
 OH0537  HISTORY     - Date     Condition        Report By
 OH0537  HISTORY     - UNK      MONUMENTED       IDGS
 OH0537  HISTORY     - 1971     GOOD             NGS
 OH0537
 OH0537                          STATION DESCRIPTION
 OH0537
 OH0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0537'2.0 MI E FROM LETHA.
 OH0537'2.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD, FORMERLY THE OREGON
 OH0537'SHORT LINE RAILROAD FROM LETHA, 300 FEET SOUTHEAST OF MR. FISHERS
 OH0537'RESIDENCE, 80 FEET WEST OF A POWER LINE BRACE POLE, 64 FEET NORTHWEST
 OH0537'OF MILEAGE 23.71, 60 FEET WEST OF A T FENCE CORNER, 44 FEET NORTH OF
 OH0537'THE NEAREST RAIL OF THE RAILROAD TRACKS, 36 FEET WEST OF AN IRRIGATION
 OH0537'CANAL, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT EAST OF
 OH0537'A METAL WITNESS POST SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT
 OH0537'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0538 ***********************************************************************
 OH0538  DESIGNATION -  C 3452
 OH0538  PID         -  OH0538
 OH0538  STATE/COUNTY-  ID/GEM
 OH0538  USGS QUAD   -  NORTHWEST EMMETT (1971)
 OH0538
 OH0538                         *CURRENT SURVEY CONTROL
 OH0538  ___________________________________________________________________
 OH0538* NAD 83(1986)-  43 52 38.     (N)    116 36 20.     (W)     SCALED    
 OH0538* NAVD 88     -       704.073  (meters)    2309.95   (feet)  ADJUSTED  
 OH0538  ___________________________________________________________________
 OH0538  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 OH0538  DYNAMIC HT  -         703.837 (meters)    2309.17  (feet)  COMP
 OH0538  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 OH0538
 OH0538  VERT ORDER  -  SECOND    CLASS 0
 OH0538
 OH0538.The horizontal coordinates were scaled from a topographic map and have
 OH0538.an estimated accuracy of +/- 6 seconds.
 OH0538
 OH0538.The orthometric height was determined by differential leveling
 OH0538.and adjusted by the National Geodetic Survey in June 1991..
 OH0538
 OH0538.The geoid height was determined by GEOID03.
 OH0538
 OH0538.The dynamic height is computed by dividing the NAVD 88
 OH0538.geopotential number by the normal gravity value computed on the
 OH0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0538.degrees latitude (g = 980.6199 gals.).
 OH0538
 OH0538.The modeled gravity was interpolated from observed gravity values.
 OH0538
 OH0538;                    North         East    Units  Estimated Accuracy
 OH0538;SPC ID W     -   245,910.      731,240.      MT  (+/- 180 meters Scaled)
 OH0538
 OH0538                          SUPERSEDED SURVEY CONTROL
 OH0538
 OH0538  NGVD 29 (??/??/92)  703.120  (m)         2306.82   (f) ADJ UNCH    2 0
 OH0538
 OH0538.Superseded values are not recommended for survey control.
 OH0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0538.See file dsdata.txt to determine how the superseded data were derived.
 OH0538
 OH0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ316583(NAD 83)
 OH0538_MARKER: DD = SURVEY DISK
 OH0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0538_STAMPING: C 3452
 OH0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0538+STABILITY: SURFACE MOTION
 OH0538
 OH0538  HISTORY     - Date     Condition        Report By
 OH0538  HISTORY     - UNK      MONUMENTED       IDGS
 OH0538  HISTORY     - 1971     GOOD             NGS
 OH0538
 OH0538                          STATION DESCRIPTION
 OH0538
 OH0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0538'2.5 MI E FROM LETHA.
 OH0538'2.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD, FORMERLY THE OREGON
 OH0538'SHORT LINE RAILROAD FROM LETHA, AT MILEAGE 2415, 122 FEET SOUTH OF THE
 OH0538'CENTER OF THE MACADAM ROAD, 59 FEET EAST OF THE CENTER OF A PRIVATE
 OH0538'CROSSING WITH BOARD GATES ON EITHER SIDE OF THE RAILROAD TRACKS, 46
 OH0538'FEET SOUTHEAST OF A TELEPHONE POLE, 44 FEET SOUTH OF THE NEAREST RAIL,
 OH0538'2 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT WEST OF A
 OH0538'METAL WITNESS POST SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT
 OH0538'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0540 ***********************************************************************
 OH0540  DESIGNATION -  C 3454
 OH0540  PID         -  OH0540
 OH0540  STATE/COUNTY-  ID/GEM
 OH0540  USGS QUAD   -  SOUTHWEST EMMETT (1970)
 OH0540
 OH0540                         *CURRENT SURVEY CONTROL
 OH0540  ___________________________________________________________________
 OH0540* NAD 83(1986)-  43 52 01.     (N)    116 34 49.     (W)     SCALED    
 OH0540* NAVD 88     -       708.944  (meters)    2325.93   (feet)  ADJUSTED  
 OH0540  ___________________________________________________________________
 OH0540  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 OH0540  DYNAMIC HT  -         708.704 (meters)    2325.14  (feet)  COMP
 OH0540  MODELED GRAV-     980,258.8   (mgal)                       NAVD 88
 OH0540
 OH0540  VERT ORDER  -  SECOND    CLASS 0
 OH0540
 OH0540.The horizontal coordinates were scaled from a topographic map and have
 OH0540.an estimated accuracy of +/- 6 seconds.
 OH0540
 OH0540.The orthometric height was determined by differential leveling
 OH0540.and adjusted by the National Geodetic Survey in June 1991..
 OH0540
 OH0540.The geoid height was determined by GEOID03.
 OH0540
 OH0540.The dynamic height is computed by dividing the NAVD 88
 OH0540.geopotential number by the normal gravity value computed on the
 OH0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0540.degrees latitude (g = 980.6199 gals.).
 OH0540
 OH0540.The modeled gravity was interpolated from observed gravity values.
 OH0540
 OH0540;                    North         East    Units  Estimated Accuracy
 OH0540;SPC ID W     -   244,740.      733,260.      MT  (+/- 180 meters Scaled)
 OH0540
 OH0540                          SUPERSEDED SURVEY CONTROL
 OH0540
 OH0540  NGVD 29 (??/??/92)  707.989  (m)         2322.79   (f) ADJ UNCH    2 0
 OH0540
 OH0540.Superseded values are not recommended for survey control.
 OH0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0540.See file dsdata.txt to determine how the superseded data were derived.
 OH0540
 OH0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ337571(NAD 83)
 OH0540_MARKER: DD = SURVEY DISK
 OH0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0540_STAMPING: C 3454
 OH0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0540+STABILITY: SURFACE MOTION
 OH0540
 OH0540  HISTORY     - Date     Condition        Report By
 OH0540  HISTORY     - UNK      MONUMENTED       IDGS
 OH0540  HISTORY     - 1971     GOOD             NGS
 OH0540
 OH0540                          STATION DESCRIPTION
 OH0540
 OH0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0540'4.1 MI W FROM EMMETT.
 OH0540'4.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD, FORMERLY THE OREGON
 OH0540'SHORT LINE RAILROAD FROM THE STATION AT EMMETT, 280 FEET OF WHERE A
 OH0540'PRIVATE ROAD CROSSES THE TRACKS, 200 FEET SOUTH OF THE CENTER OF A
 OH0540'MACADAM ROAD, 44 FEET NORTH OF THE NEAREST RAIL, 2 FEET SOUTH OF THE
 OH0540'RIGHT-OF-WAY FENCE LINE, AND 2 FEET SOUTH OF A METAL WITNESS POST SET
 OH0540'IN A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0832 ***********************************************************************
 RZ0832  DESIGNATION -  C 346
 RZ0832  PID         -  RZ0832
 RZ0832  STATE/COUNTY-  ID/LATAH
 RZ0832  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0832
 RZ0832                         *CURRENT SURVEY CONTROL
 RZ0832  ___________________________________________________________________
 RZ0832* NAD 83(1986)-  46 39 12.     (N)    117 00 27.     (W)     SCALED    
 RZ0832* NAVD 88     -       842.620  (meters)    2764.50   (feet)  ADJUSTED  
 RZ0832  ___________________________________________________________________
 RZ0832  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 RZ0832  DYNAMIC HT  -         842.554 (meters)    2764.28  (feet)  COMP
 RZ0832  MODELED GRAV-     980,507.5   (mgal)                       NAVD 88
 RZ0832
 RZ0832  VERT ORDER  -  SECOND    CLASS 0
 RZ0832
 RZ0832.The horizontal coordinates were scaled from a topographic map and have
 RZ0832.an estimated accuracy of +/- 6 seconds.
 RZ0832
 RZ0832.The orthometric height was determined by differential leveling
 RZ0832.and adjusted by the National Geodetic Survey in June 1991..
 RZ0832
 RZ0832.The geoid height was determined by GEOID03.
 RZ0832
 RZ0832.The dynamic height is computed by dividing the NAVD 88
 RZ0832.geopotential number by the normal gravity value computed on the
 RZ0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0832.degrees latitude (g = 980.6199 gals.).
 RZ0832
 RZ0832.The modeled gravity was interpolated from observed gravity values.
 RZ0832
 RZ0832;                    North         East    Units  Estimated Accuracy
 RZ0832;SPC ID W     -   554,830.      703,750.      MT  (+/- 180 meters Scaled)
 RZ0832
 RZ0832                          SUPERSEDED SURVEY CONTROL
 RZ0832
 RZ0832  NGVD 29 (??/??/92)  841.522  (m)         2760.89   (f) ADJ UNCH    2 0
 RZ0832
 RZ0832.Superseded values are not recommended for survey control.
 RZ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0832.See file dsdata.txt to determine how the superseded data were derived.
 RZ0832
 RZ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM994666(NAD 83)
 RZ0832_MARKER: DB = BENCH MARK DISK
 RZ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0832_STAMPING: C 346 1952
 RZ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0832+STABILITY: SURFACE MOTION
 RZ0832
 RZ0832  HISTORY     - Date     Condition        Report By
 RZ0832  HISTORY     - 1952     MONUMENTED       CGS
 RZ0832
 RZ0832                          STATION DESCRIPTION
 RZ0832
 RZ0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0832'6.0 MI S FROM MOSCOW.
 RZ0832'ONE BLOCK WEST ALONG 3RD STREET FROM THE POST OFFICE AT MOSCOW, THENCE
 RZ0832'6.0 MILES SOUTH ALONG U. S. HIGHWAY 95, 69 FEET SOUTHWEST OF THE
 RZ0832'CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTHEAST OF A FENCE, 2.0 FEET
 RZ0832'SOUTHEAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND
 RZ0832'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 RZ0832'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0169 ***********************************************************************
 OH0169  DESIGNATION -  C 3460
 OH0169  PID         -  OH0169
 OH0169  STATE/COUNTY-  ID/GEM
 OH0169  USGS QUAD   -  SOUTHWEST EMMETT (1970)
 OH0169
 OH0169                         *CURRENT SURVEY CONTROL
 OH0169  ___________________________________________________________________
 OH0169* NAD 83(1986)-  43 52 29.     (N)    116 30 24.     (W)     SCALED    
 OH0169* NAVD 88     -       720.747  (meters)    2364.65   (feet)  ADJUSTED  
 OH0169  ___________________________________________________________________
 OH0169  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 OH0169  DYNAMIC HT  -         720.509 (meters)    2363.87  (feet)  COMP
 OH0169  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 OH0169
 OH0169  VERT ORDER  -  SECOND    CLASS 0
 OH0169
 OH0169.The horizontal coordinates were scaled from a topographic map and have
 OH0169.an estimated accuracy of +/- 6 seconds.
 OH0169
 OH0169.The orthometric height was determined by differential leveling
 OH0169.and adjusted by the National Geodetic Survey in June 1991..
 OH0169
 OH0169.The geoid height was determined by GEOID03.
 OH0169
 OH0169.The dynamic height is computed by dividing the NAVD 88
 OH0169.geopotential number by the normal gravity value computed on the
 OH0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0169.degrees latitude (g = 980.6199 gals.).
 OH0169
 OH0169.The modeled gravity was interpolated from observed gravity values.
 OH0169
 OH0169;                    North         East    Units  Estimated Accuracy
 OH0169;SPC ID W     -   245,550.      739,190.      MT  (+/- 180 meters Scaled)
 OH0169
 OH0169                          SUPERSEDED SURVEY CONTROL
 OH0169
 OH0169  NGVD 29 (??/??/92)  719.795  (m)         2361.53   (f) ADJ UNCH    2 0
 OH0169
 OH0169.Superseded values are not recommended for survey control.
 OH0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0169.See file dsdata.txt to determine how the superseded data were derived.
 OH0169
 OH0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ396580(NAD 83)
 OH0169_MARKER: DD = SURVEY DISK
 OH0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0169_STAMPING: C 3460
 OH0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0169+STABILITY: SURFACE MOTION
 OH0169
 OH0169  HISTORY     - Date     Condition        Report By
 OH0169  HISTORY     - UNK      MONUMENTED       IDGS
 OH0169  HISTORY     - 1970     MARK NOT FOUND   NGS
 OH0169
 OH0169                          STATION DESCRIPTION
 OH0169
 OH0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0169'0.4 MI W FROM EMMETT.
 OH0169'0.4 MILE WEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE WATER TANK
 OH0169'AT EMMETT, GEM COUNTY, 0.3 MILE EAST OF THE JUNCTION OF THE NAMPA AND
 OH0169'MCCALL BRANCH OF THE OSLR.R., 330 FEET NORTHEAST OF A CULVERT 26.53,
 OH0169'165 FEET SOUTHWEST OF A SECTION TOOLHOUSE, 23.7 FEET SOUTHEAST OF THE
 OH0169'CENTER LINE OF THE TRACK, AND 1.3 FEET NORTHWEST OF THE RIGHT-OF-WAY
 OH0169'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED C 3460 AND SET IN THE
 OH0169'TOP OF A CONCRETE POST.  NOTE-- SOME DUFF HAS BEEN PILED AT THIS
 OH0169'MILEAGE, AND THIS MONUMENT MAY BE UNDER THIS FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0391 ***********************************************************************
 NT0391  DESIGNATION -  C 347
 NT0391  PID         -  NT0391
 NT0391  STATE/COUNTY-  ID/FRANKLIN
 NT0391  USGS QUAD   -  WESTON (1969)
 NT0391
 NT0391                         *CURRENT SURVEY CONTROL
 NT0391  ___________________________________________________________________
 NT0391* NAD 83(1986)-  42 04 14.     (N)    111 58 10.     (W)     SCALED    
 NT0391* NAVD 88     -      1420.447  (meters)    4660.25   (feet)  POSTED    
 NT0391  ___________________________________________________________________
 NT0391  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NT0391  DYNAMIC HT  -        1419.470 (meters)    4657.04  (feet)  COMP
 NT0391  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 NT0391
 NT0391  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 NT0391
 NT0391.The horizontal coordinates were scaled from a topographic map and have
 NT0391.an estimated accuracy of +/- 6 seconds.
 NT0391
 NT0391.The orthometric height was determined by differential leveling
 NT0391.and adjusted by the National Geodetic Survey in 1992..
 NT0391.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 NT0391.rate of 2.1 thru 3.0 mm/km.
 NT0391
 NT0391.The geoid height was determined by GEOID03.
 NT0391
 NT0391.The dynamic height is computed by dividing the NAVD 88
 NT0391.geopotential number by the normal gravity value computed on the
 NT0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0391.degrees latitude (g = 980.6199 gals.).
 NT0391
 NT0391.The modeled gravity was interpolated from observed gravity values.
 NT0391
 NT0391;                    North         East    Units  Estimated Accuracy
 NT0391;SPC ID E     -    44,880.      216,320.      MT  (+/- 180 meters Scaled)
 NT0391
 NT0391                          SUPERSEDED SURVEY CONTROL
 NT0391
 NT0391  NGVD 29 (??/??/92) 1419.30   (m)         4656.5    (f) COMPUTED    2 0
 NT0391
 NT0391.Superseded values are not recommended for survey control.
 NT0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0391.See file dsdata.txt to determine how the superseded data were derived.
 NT0391
 NT0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM198580(NAD 83)
 NT0391_MARKER: DB = BENCH MARK DISK
 NT0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0391_SP_SET: CONCRETE BOX
 NT0391_STAMPING: C 347 1951
 NT0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0391
 NT0391  HISTORY     - Date     Condition        Report By
 NT0391  HISTORY     - 1951     MONUMENTED       CGS
 NT0391  HISTORY     - 1967     MARK NOT FOUND   NGS
 NT0391
 NT0391                          STATION DESCRIPTION
 NT0391
 NT0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0391'3.4 MI S FROM DAYTON.
 NT0391'ABOUT 3.4 MILES SOUTH ALONG THE UNION PACIFIC COMPANY RAILROAD FROM
 NT0391'THE STATION AT DAYTON, ABOUT 200 FEET EAST OF THE CENTER OF THE
 NT0391'RAILROAD, 49 FEET EAST OF A WOODEN GATE, 9.2 FEET NORTH OF A WIRE
 NT0391'FENCE, SET IN THE SOUTH END OF A CONCRETE BOX FOR AN IRRIGATION CANAL,
 NT0391'AT A POINT WHERE THE CANAL MAKES A CURVE FROM NORTH-SOUTH TO
 NT0391'EAST-WEST, AND ABOUT 20 FEET LOWER THAN THE RAILROAD.
 NT0391
 NT0391                          STATION RECOVERY (1967)
 NT0391
 NT0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NT0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0446 ***********************************************************************
 RZ0446  DESIGNATION -  C 349
 RZ0446  PID         -  RZ0446
 RZ0446  STATE/COUNTY-  ID/LATAH
 RZ0446  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0446
 RZ0446                         *CURRENT SURVEY CONTROL
 RZ0446  ___________________________________________________________________
 RZ0446* NAD 83(1986)-  46 40 38.     (N)    116 54 07.     (W)     SCALED    
 RZ0446* NAVD 88     -       865.926  (meters)    2840.96   (feet)  ADJUSTED  
 RZ0446  ___________________________________________________________________
 RZ0446  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 RZ0446  DYNAMIC HT  -         865.855 (meters)    2840.73  (feet)  COMP
 RZ0446  MODELED GRAV-     980,502.9   (mgal)                       NAVD 88
 RZ0446
 RZ0446  VERT ORDER  -  SECOND    CLASS 0
 RZ0446
 RZ0446.The horizontal coordinates were scaled from a topographic map and have
 RZ0446.an estimated accuracy of +/- 6 seconds.
 RZ0446
 RZ0446.The orthometric height was determined by differential leveling
 RZ0446.and adjusted by the National Geodetic Survey in June 1991..
 RZ0446
 RZ0446.The geoid height was determined by GEOID03.
 RZ0446
 RZ0446.The dynamic height is computed by dividing the NAVD 88
 RZ0446.geopotential number by the normal gravity value computed on the
 RZ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0446.degrees latitude (g = 980.6199 gals.).
 RZ0446
 RZ0446.The modeled gravity was interpolated from observed gravity values.
 RZ0446
 RZ0446;                    North         East    Units  Estimated Accuracy
 RZ0446;SPC ID W     -   557,360.      711,870.      MT  (+/- 180 meters Scaled)
 RZ0446
 RZ0446                          SUPERSEDED SURVEY CONTROL
 RZ0446
 RZ0446  NGVD 29 (??/??/92)  864.827  (m)         2837.35   (f) ADJ UNCH    2 0
 RZ0446
 RZ0446.Superseded values are not recommended for survey control.
 RZ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0446.See file dsdata.txt to determine how the superseded data were derived.
 RZ0446
 RZ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM075693(NAD 83)
 RZ0446_MARKER: DB = BENCH MARK DISK
 RZ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0446_STAMPING: C 349 1952
 RZ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0446+STABILITY: SURFACE MOTION
 RZ0446
 RZ0446  HISTORY     - Date     Condition        Report By
 RZ0446  HISTORY     - 1952     MONUMENTED       CGS
 RZ0446
 RZ0446                          STATION DESCRIPTION
 RZ0446
 RZ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0446'3.1 MI S FROM JOEL.
 RZ0446'3.1 MILES SOUTH ALONG A GRADED COUNTY ROAD FROM THE NORTHERN PACIFIC
 RZ0446'RAILWAY STATION AT JOEL, AT THE SUMMIT OF A HILL, ON THE OUTSIDE OF A
 RZ0446'CURVE, ABOUT 80 YARDS SOUTH OF THE CENTER OF THE JUNCTION OF A
 RZ0446'DRIVEWAY LEADING EAST TO A RANCHHOUSE, 27 1/2 FEET WEST OF THE CENTER
 RZ0446'LINE OF THE ROAD, 2.1 FEET EAST OF A FENCE, 2.3 FEET SOUTH OF A
 RZ0446'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RZ0446'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0519 ***********************************************************************
 OY0519  DESIGNATION -  C 35
 OY0519  PID         -  OY0519
 OY0519  STATE/COUNTY-  ID/BUTTE
 OY0519  USGS QUAD   -  BUTTE CITY (1972)
 OY0519
 OY0519                         *CURRENT SURVEY CONTROL
 OY0519  ___________________________________________________________________
 OY0519* NAD 83(1986)-  43 36 36.     (N)    113 11 06.     (W)     SCALED    
 OY0519* NAVD 88     -      1645.041  (meters)    5397.11   (feet)  ADJUSTED  
 OY0519  ___________________________________________________________________
 OY0519  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 OY0519  DYNAMIC HT  -        1644.134 (meters)    5394.13  (feet)  COMP
 OY0519  MODELED GRAV-     980,009.5   (mgal)                       NAVD 88
 OY0519
 OY0519  VERT ORDER  -  FIRST     CLASS II
 OY0519
 OY0519.The horizontal coordinates were scaled from a topographic map and have
 OY0519.an estimated accuracy of +/- 6 seconds.
 OY0519
 OY0519.The orthometric height was determined by differential leveling
 OY0519.and adjusted by the National Geodetic Survey in June 1991..
 OY0519
 OY0519.The geoid height was determined by GEOID03.
 OY0519
 OY0519.The dynamic height is computed by dividing the NAVD 88
 OY0519.geopotential number by the normal gravity value computed on the
 OY0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0519.degrees latitude (g = 980.6199 gals.).
 OY0519
 OY0519.The modeled gravity was interpolated from observed gravity values.
 OY0519
 OY0519;                    North         East    Units  Estimated Accuracy
 OY0519;SPC ID C     -   216,190.      565,790.      MT  (+/- 180 meters Scaled)
 OY0519
 OY0519                          SUPERSEDED SURVEY CONTROL
 OY0519
 OY0519  NGVD 29 (08/20/92) 1643.961  (m)         5393.56   (f) ADJUSTED    1 2
 OY0519
 OY0519.Superseded values are not recommended for survey control.
 OY0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0519.See file dsdata.txt to determine how the superseded data were derived.
 OY0519
 OY0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP236308(NAD 83)
 OY0519_MARKER: DB = BENCH MARK DISK
 OY0519_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY0519_SP_SET: PREFAB CONC. POST IN EARTH
 OY0519_STAMPING: C 35 1934
 OY0519_MARK LOGO: CGS   
 OY0519_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0519+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1992
 OY0519
 OY0519  HISTORY     - Date     Condition        Report By
 OY0519  HISTORY     - 1934     MONUMENTED       CGS
 OY0519  HISTORY     - 1936     GOOD             NGS
 OY0519  HISTORY     - 19920711 GOOD             NGS
 OY0519
 OY0519                          STATION DESCRIPTION
 OY0519
 OY0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0519'6.8 MI E FROM ARCO.
 OY0519'6.8 MILES EAST ALONG STATE HIGHWAY 22 FROM THE COUNTY COURTHOUSE AT
 OY0519'ARCO, BUTTE COUNTY, 1.5 MILES WEST OF THE JUNCTION WITH STATE HIGHWAY
 OY0519'27, 0.3 MILE EAST OF A CULVERT IN A SLIGHT VALLEY, IN THE CENTER OF AN
 OY0519'OPEN CLEARING SOUTHWEST OF A MOUND, 36 FEET NORTHEAST OF A POWERLINE
 OY0519'POLE MARKED BM AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 OY0519'STANDARD DISK, STAMPED C 35 1934 AND SET IN THE TOP OF A CONCRETE
 OY0519'POST.
 OY0519
 OY0519                          STATION RECOVERY (1992)
 OY0519
 OY0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0519'10.2 KM (6.35 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY0519'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 0.1 KM (0.05 MI)
 OY0519'NORTHEASTERLY ALONG A DIRT ROAD, THENCE 0.3 KM (0.20 MI) EASTERLY
 OY0519'ALONG A PAVED ROAD, 14.0 M (45.9 FT) NORTH OF THE ROAD CENTER, 12.9 M
 OY0519'(42.3 FT) EAST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 OY0519'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT
 OY0519'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0847 ***********************************************************************
 RZ0847  DESIGNATION -  C 350
 RZ0847  PID         -  RZ0847
 RZ0847  STATE/COUNTY-  ID/LATAH
 RZ0847  USGS QUAD   -  UNIONTOWN (1964)
 RZ0847
 RZ0847                         *CURRENT SURVEY CONTROL
 RZ0847  ___________________________________________________________________
 RZ0847* NAD 83(1986)-  46 36 25.     (N)    117 01 26.     (W)     SCALED    
 RZ0847* NAVD 88     -       839.560  (meters)    2754.46   (feet)  ADJUSTED  
 RZ0847  ___________________________________________________________________
 RZ0847  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 RZ0847  DYNAMIC HT  -         839.494 (meters)    2754.24  (feet)  COMP
 RZ0847  MODELED GRAV-     980,506.8   (mgal)                       NAVD 88
 RZ0847
 RZ0847  VERT ORDER  -  SECOND    CLASS 0
 RZ0847
 RZ0847.The horizontal coordinates were scaled from a topographic map and have
 RZ0847.an estimated accuracy of +/- 6 seconds.
 RZ0847
 RZ0847.The orthometric height was determined by differential leveling
 RZ0847.and adjusted by the National Geodetic Survey in June 1991..
 RZ0847
 RZ0847.The geoid height was determined by GEOID03.
 RZ0847
 RZ0847.The dynamic height is computed by dividing the NAVD 88
 RZ0847.geopotential number by the normal gravity value computed on the
 RZ0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0847.degrees latitude (g = 980.6199 gals.).
 RZ0847
 RZ0847.The modeled gravity was interpolated from observed gravity values.
 RZ0847
 RZ0847;                    North         East    Units  Estimated Accuracy
 RZ0847;SPC ID W     -   549,690.      702,410.      MT  (+/- 180 meters Scaled)
 RZ0847
 RZ0847                          SUPERSEDED SURVEY CONTROL
 RZ0847
 RZ0847  NGVD 29 (??/??/92)  838.472  (m)         2750.89   (f) ADJ UNCH    2 0
 RZ0847
 RZ0847.Superseded values are not recommended for survey control.
 RZ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0847.See file dsdata.txt to determine how the superseded data were derived.
 RZ0847
 RZ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM981614(NAD 83)
 RZ0847_MARKER: DB = BENCH MARK DISK
 RZ0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0847_STAMPING: C 350 1952
 RZ0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0847+STABILITY: SURFACE MOTION
 RZ0847
 RZ0847  HISTORY     - Date     Condition        Report By
 RZ0847  HISTORY     - 1952     MONUMENTED       CGS
 RZ0847
 RZ0847                          STATION DESCRIPTION
 RZ0847
 RZ0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0847'6.9 MI NE FROM COLTON, WA.
 RZ0847'1.0 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0847'COLTON, THENCE 3.6 MILES NORTHEAST ALONG A GRADED COUNTY ROAD, THENCE
 RZ0847'2.3 MILES EAST ALONG A COUNTY ROAD, AT THE NORTHWEST END OF A CURVE,
 RZ0847'AT A RANCH, 127 FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 27 FEET
 RZ0847'NORTHEAST OF THE CENTER LINE OF THE ROAD, 23 1/2 FEET NORTHWEST OF A
 RZ0847'POWER LINE POLE WITH TWO GUYS WIRES, 2 1/2 FEET SOUTH OF A FENCE
 RZ0847'CORNER POST, 1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 RZ0847'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 RZ0847'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0550 ***********************************************************************
 RZ0550  DESIGNATION -  C 351
 RZ0550  PID         -  RZ0550
 RZ0550  STATE/COUNTY-  ID/LATAH
 RZ0550  USGS QUAD   -  TROY (1975)
 RZ0550
 RZ0550                         *CURRENT SURVEY CONTROL
 RZ0550  ___________________________________________________________________
 RZ0550* NAD 83(1986)-  46 42 30.     (N)    116 45 56.     (W)     SCALED    
 RZ0550* NAVD 88     -       803.480  (meters)    2636.08   (feet)  ADJUSTED  
 RZ0550  ___________________________________________________________________
 RZ0550  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 RZ0550  DYNAMIC HT  -         803.423 (meters)    2635.90  (feet)  COMP
 RZ0550  MODELED GRAV-     980,516.3   (mgal)                       NAVD 88
 RZ0550
 RZ0550  VERT ORDER  -  SECOND    CLASS 0
 RZ0550
 RZ0550.The horizontal coordinates were scaled from a topographic map and have
 RZ0550.an estimated accuracy of +/- 6 seconds.
 RZ0550
 RZ0550.The orthometric height was determined by differential leveling
 RZ0550.and adjusted by the National Geodetic Survey in June 1991..
 RZ0550
 RZ0550.The geoid height was determined by GEOID03.
 RZ0550
 RZ0550.The dynamic height is computed by dividing the NAVD 88
 RZ0550.geopotential number by the normal gravity value computed on the
 RZ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0550.degrees latitude (g = 980.6199 gals.).
 RZ0550
 RZ0550.The modeled gravity was interpolated from observed gravity values.
 RZ0550
 RZ0550;                    North         East    Units  Estimated Accuracy
 RZ0550;SPC ID W     -   560,670.      722,350.      MT  (+/- 180 meters Scaled)
 RZ0550
 RZ0550                          SUPERSEDED SURVEY CONTROL
 RZ0550
 RZ0550  NGVD 29 (??/??/92)  802.388  (m)         2632.50   (f) ADJ UNCH    2 0
 RZ0550
 RZ0550.Superseded values are not recommended for survey control.
 RZ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0550.See file dsdata.txt to determine how the superseded data were derived.
 RZ0550
 RZ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM179727(NAD 83)
 RZ0550_MARKER: DB = BENCH MARK DISK
 RZ0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0550_STAMPING: C 351 1952
 RZ0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0550+STABILITY: SURFACE MOTION
 RZ0550
 RZ0550  HISTORY     - Date     Condition        Report By
 RZ0550  HISTORY     - 1952     MONUMENTED       CGS
 RZ0550  HISTORY     - 1968     GOOD             NGS
 RZ0550
 RZ0550                          STATION DESCRIPTION
 RZ0550
 RZ0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ0550'2.4 MI S FROM TROY.
 RZ0550'2.05 MILES SOUTH ALONG STATE HIGHWAY 99 FROM THE JUNCTION OF STATE
 RZ0550'HIGHWAYS 99 AND 8 AT THE SOUTHERN EDGE OF TROY, 132 FEET SOUTH OF THE
 RZ0550'INTERSECTION OF THE CENTERLINES OF A GRAVEL ROAD WITH THE HIGHWAY,
 RZ0550'77.6 FEET NORTH OF A STEEL CORNER-FENCE POST WITH 2 METAL BRACES, 77
 RZ0550'FEET WEST OF THE CENTER OF THE HIGHWAY, 35 FEET EAST OF THE CENTER OF
 RZ0550'THE GRAVEL ROAD, 22.8 FEET SOUTH OF TELEPHONE POLE NO. 84, 2 1/2 FEET
 RZ0550'NORTH OF A WOODEN WITNESS POST, AND THE MARK APPEARS TO BE ABOUT 3
 RZ0550'FEET ABOVE THE HIGHWAY AND 2 FEET LOWER THAN THE GRAVEL ROAD.  DISK IS
 RZ0550'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0495 ***********************************************************************
 RZ0495  DESIGNATION -  C 352
 RZ0495  PID         -  RZ0495
 RZ0495  STATE/COUNTY-  ID/NEZ PERCE
 RZ0495  USGS QUAD   -  JULIAETTA (1990)
 RZ0495
 RZ0495                         *CURRENT SURVEY CONTROL
 RZ0495  ___________________________________________________________________
 RZ0495* NAD 83(1986)-  46 32 09.     (N)    116 43 33.     (W)     SCALED    
 RZ0495* NAVD 88     -       298.055  (meters)     977.87   (feet)  ADJUSTED  
 RZ0495  ___________________________________________________________________
 RZ0495  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 RZ0495  DYNAMIC HT  -         298.046 (meters)     977.84  (feet)  COMP
 RZ0495  MODELED GRAV-     980,577.3   (mgal)                       NAVD 88
 RZ0495
 RZ0495  VERT ORDER  -  SECOND    CLASS 0
 RZ0495
 RZ0495.The horizontal coordinates were scaled from a topographic map and have
 RZ0495.an estimated accuracy of +/- 6 seconds.
 RZ0495
 RZ0495.The orthometric height was determined by differential leveling
 RZ0495.and adjusted by the National Geodetic Survey in June 1991..
 RZ0495
 RZ0495.The geoid height was determined by GEOID03.
 RZ0495
 RZ0495.The dynamic height is computed by dividing the NAVD 88
 RZ0495.geopotential number by the normal gravity value computed on the
 RZ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0495.degrees latitude (g = 980.6199 gals.).
 RZ0495
 RZ0495.The modeled gravity was interpolated from observed gravity values.
 RZ0495
 RZ0495;                    North         East    Units  Estimated Accuracy
 RZ0495;SPC ID W     -   541,460.      725,150.      MT  (+/- 180 meters Scaled)
 RZ0495
 RZ0495                          SUPERSEDED SURVEY CONTROL
 RZ0495
 RZ0495  NGVD 29 (??/??/92)  297.031  (m)          974.51   (f) ADJ UNCH    2 0
 RZ0495
 RZ0495.Superseded values are not recommended for survey control.
 RZ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0495.See file dsdata.txt to determine how the superseded data were derived.
 RZ0495
 RZ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM210536(NAD 83)
 RZ0495_MARKER: DB = BENCH MARK DISK
 RZ0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0495_STAMPING: C 352 1952
 RZ0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0495+STABILITY: SURFACE MOTION
 RZ0495
 RZ0495  HISTORY     - Date     Condition        Report By
 RZ0495  HISTORY     - 1952     MONUMENTED       CGS
 RZ0495
 RZ0495                          STATION DESCRIPTION
 RZ0495
 RZ0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0495'3.0 MI S FROM JULIAETTA.
 RZ0495'3.0 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0495'JULIAETTA, 0.6 MILE SOUTH OF THE LATAH, NEZ PERCE COUNTY LINE, AT A
 RZ0495'POINT WHERE A TELEGRAPH LINE CROSSES THE HIGHWAY, 4 RAILS SOUTH OF
 RZ0495'MILEPOST 118, 116 FEET WEST OF THE WEST RAIL, 35 FEET WEST OF THE
 RZ0495'CENTER LINE OF THE HIGHWAY, 7 1/2 FEET NORTH OF A TELEGRAPH POLE, 4.7
 RZ0495'FEET EAST OF A FENCE, 1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 2
 RZ0495'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RZ0495'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0552 ***********************************************************************
 SV0552  DESIGNATION -  C 353
 SV0552  PID         -  SV0552
 SV0552  STATE/COUNTY-  ID/KOOTENAI
 SV0552  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0552
 SV0552                         *CURRENT SURVEY CONTROL
 SV0552  ___________________________________________________________________
 SV0552* NAD 83(1986)-  47 37 32.     (N)    116 45 11.     (W)     SCALED    
 SV0552* NAVD 88     -       675.939  (meters)    2217.64   (feet)  ADJUSTED  
 SV0552  ___________________________________________________________________
 SV0552  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 SV0552  DYNAMIC HT  -         675.961 (meters)    2217.72  (feet)  COMP
 SV0552  MODELED GRAV-     980,622.7   (mgal)                       NAVD 88
 SV0552
 SV0552  VERT ORDER  -  SECOND    CLASS 0
 SV0552
 SV0552.The horizontal coordinates were scaled from a topographic map and have
 SV0552.an estimated accuracy of +/- 6 seconds.
 SV0552
 SV0552.The orthometric height was determined by differential leveling
 SV0552.and adjusted by the National Geodetic Survey in June 1991..
 SV0552
 SV0552.The geoid height was determined by GEOID03.
 SV0552
 SV0552.The dynamic height is computed by dividing the NAVD 88
 SV0552.geopotential number by the normal gravity value computed on the
 SV0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0552.degrees latitude (g = 980.6199 gals.).
 SV0552
 SV0552.The modeled gravity was interpolated from observed gravity values.
 SV0552
 SV0552;                    North         East    Units  Estimated Accuracy
 SV0552;SPC ID W     -   662,620.      724,610.      MT  (+/- 180 meters Scaled)
 SV0552
 SV0552                          SUPERSEDED SURVEY CONTROL
 SV0552
 SV0552  NGVD 29 (??/??/92)  674.820  (m)         2213.97   (f) ADJ UNCH    2 0
 SV0552
 SV0552.Superseded values are not recommended for survey control.
 SV0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0552.See file dsdata.txt to determine how the superseded data were derived.
 SV0552
 SV0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN185747(NAD 83)
 SV0552_MARKER: DB = BENCH MARK DISK
 SV0552_SETTING: 66 = SET IN ROCK OUTCROP
 SV0552_SP_SET: ROCK OUTCROP
 SV0552_STAMPING: C 353 1952
 SV0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0552+STABILITY: POSITION/ELEVATION WELL
 SV0552
 SV0552  HISTORY     - Date     Condition        Report By
 SV0552  HISTORY     - 1952     MONUMENTED       CGS
 SV0552
 SV0552                          STATION DESCRIPTION
 SV0552
 SV0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SV0552'16.9 MI S FROM COEUR DALENE.
 SV0552'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0552'COEUR DALENE, THENCE 8.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0552'ALTERNATE, 0.55 MILE SOUTHEAST OF A SERVICE STATION, IN THE TOP OF A
 SV0552'15- X 20-FOOT OUTCROP PROJECTING 8 FEET ABOVE THE GROUND, 33.5 FEET
 SV0552'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5.9 FEET NORTH OF THE
 SV0552'SOUTH POINT OF THE OUTCROP, 2.8 FEET NORTHEAST OF THE SOUTHWEST EDGE,
 SV0552'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0464 ***********************************************************************
 PZ0464  DESIGNATION -  C 36
 PZ0464  PID         -  PZ0464
 PZ0464  STATE/COUNTY-  ID/CUSTER
 PZ0464  USGS QUAD   -  ELKHORN CREEK (1967)
 PZ0464
 PZ0464                         *CURRENT SURVEY CONTROL
 PZ0464  ___________________________________________________________________
 PZ0464* NAD 83(1986)-  44 00 04.     (N)    113 47 01.     (W)     SCALED    
 PZ0464* NAVD 88     -      1873.736  (meters)    6147.42   (feet)  POSTED    
 PZ0464  ___________________________________________________________________
 PZ0464  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 PZ0464  DYNAMIC HT  -        1872.570 (meters)    6143.59  (feet)  COMP
 PZ0464  MODELED GRAV-     979,928.2   (mgal)                       NAVD 88
 PZ0464
 PZ0464  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PZ0464
 PZ0464.The horizontal coordinates were scaled from a topographic map and have
 PZ0464.an estimated accuracy of +/- 6 seconds.
 PZ0464
 PZ0464.The orthometric height was determined by differential leveling
 PZ0464.and adjusted by the National Geodetic Survey in 1992..
 PZ0464.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PZ0464.rate greater than 8.0 mm/km.
 PZ0464
 PZ0464.The geoid height was determined by GEOID03.
 PZ0464
 PZ0464.The dynamic height is computed by dividing the NAVD 88
 PZ0464.geopotential number by the normal gravity value computed on the
 PZ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0464.degrees latitude (g = 980.6199 gals.).
 PZ0464
 PZ0464.The modeled gravity was interpolated from observed gravity values.
 PZ0464
 PZ0464;                    North         East    Units  Estimated Accuracy
 PZ0464;SPC ID C     -   259,340.      517,350.      MT  (+/- 180 meters Scaled)
 PZ0464
 PZ0464                          SUPERSEDED SURVEY CONTROL
 PZ0464
 PZ0464  NGVD 29 (??/??/92) 1872.909  (m)         6144.70   (f) ADJ UNCH    2 0
 PZ0464
 PZ0464.Superseded values are not recommended for survey control.
 PZ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0464.See file dsdata.txt to determine how the superseded data were derived.
 PZ0464
 PZ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP768757(NAD 83)
 PZ0464_MARKER: DB = BENCH MARK DISK
 PZ0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0464_STAMPING: C 36 1934
 PZ0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0464+STABILITY: SURFACE MOTION
 PZ0464
 PZ0464  HISTORY     - Date     Condition        Report By
 PZ0464  HISTORY     - 1934     MONUMENTED       CGS
 PZ0464  HISTORY     - 1959     MARK NOT FOUND   USGS
 PZ0464  HISTORY     - 1984     MARK NOT FOUND   NGS
 PZ0464
 PZ0464                          STATION DESCRIPTION
 PZ0464
 PZ0464'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 PZ0464'6.4 MI SE FROM CHILLY.
 PZ0464'6.4 MILES SOUTHEAST ALONG OLD STATE HIGHWAY 27 FROM THE POST OFFICE AT
 PZ0464'CHILLY, CUSTER COUNTY, 0.7 MILE NORTHWEST OF THE STEEL BRIDGE OVER BIG
 PZ0464'LOST RIVER, 60 FEET NORTHEAST OF THE MRS. T. KIMBALL RANCH HOUSE, 177
 PZ0464'FEET NORTHWEST OF THE CENTER OF A WAGON GATE ON THE SOUTHWEST SIDE OF
 PZ0464'THE HIGHWAY, 24 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3
 PZ0464'FEET NORTHEAST OF A WIRE FENCE.  A STANDARD DISK, STAMPED C 36 1934
 PZ0464'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE IS AN IRRIGATION
 PZ0464'DITCH ALONG SIDE OF THE ROAD.
 PZ0464
 PZ0464                          STATION RECOVERY (1984)
 PZ0464
 PZ0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0464'NOT RECOVERED IN 1959 OR 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0426 ***********************************************************************
 NT0426  DESIGNATION -  C 360
 NT0426  PID         -  NT0426
 NT0426  STATE/COUNTY-  ID/CARIBOU
 NT0426  USGS QUAD   -  CHINA HAT (1981)
 NT0426
 NT0426                         *CURRENT SURVEY CONTROL
 NT0426  ___________________________________________________________________
 NT0426* NAD 83(1986)-  42 46 04.     (N)    111 33 52.     (W)     SCALED    
 NT0426* NAVD 88     -      1878.408  (meters)    6162.74   (feet)  ADJUSTED  
 NT0426  ___________________________________________________________________
 NT0426  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 NT0426  DYNAMIC HT  -        1877.076 (meters)    6158.37  (feet)  COMP
 NT0426  MODELED GRAV-     979,845.0   (mgal)                       NAVD 88
 NT0426
 NT0426  VERT ORDER  -  SECOND    CLASS 0
 NT0426
 NT0426.The horizontal coordinates were scaled from a topographic map and have
 NT0426.an estimated accuracy of +/- 6 seconds.
 NT0426
 NT0426.The orthometric height was determined by differential leveling
 NT0426.and adjusted by the National Geodetic Survey in June 1991..
 NT0426
 NT0426.The geoid height was determined by GEOID03.
 NT0426
 NT0426.The dynamic height is computed by dividing the NAVD 88
 NT0426.geopotential number by the normal gravity value computed on the
 NT0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0426.degrees latitude (g = 980.6199 gals.).
 NT0426
 NT0426.The modeled gravity was interpolated from observed gravity values.
 NT0426
 NT0426;                    North         East    Units  Estimated Accuracy
 NT0426;SPC ID E     -   122,480.      249,290.      MT  (+/- 180 meters Scaled)
 NT0426
 NT0426                          SUPERSEDED SURVEY CONTROL
 NT0426
 NT0426  NGVD 29 (??/??/92) 1877.15   (m)         6158.6    (f) COMPUTED    2 0
 NT0426
 NT0426.Superseded values are not recommended for survey control.
 NT0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0426.See file dsdata.txt to determine how the superseded data were derived.
 NT0426
 NT0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN538351(NAD 83)
 NT0426_MARKER: DB = BENCH MARK DISK
 NT0426_SETTING: 0 = UNSPECIFIED SETTING
 NT0426_STAMPING: C 360 1951
 NT0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0426+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2002
 NT0426
 NT0426  HISTORY     - Date     Condition        Report By
 NT0426  HISTORY     - 1951     MONUMENTED       CGS
 NT0426  HISTORY     - 20020426 GOOD             ORBITE
 NT0426
 NT0426                          STATION DESCRIPTION
 NT0426
 NT0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0426'8.8 MI N FROM SODA SPRINGS.
 NT0426'8.8 MILES NORTH ALONG THE STATE HIGHWAY 34, 0.2 MILE NORTH OF FARM
 NT0426'BUILDINGS ON THE WEST SIDE OF THE HIGHWAY, 50 FEET EAST OF THE CENTER
 NT0426'LINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE, 3 FEET LOWER THAN THE
 NT0426'HIGHWAY, 4 FEET NORTH OF A WITNESS POST.
 NT0426
 NT0426                          STATION RECOVERY (2002)
 NT0426
 NT0426'RECOVERY NOTE BY ORBITECH INC 2002 (SHG)
 NT0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0382 ***********************************************************************
 RZ0382  DESIGNATION -  C 363
 RZ0382  PID         -  RZ0382
 RZ0382  STATE/COUNTY-  ID/NEZ PERCE
 RZ0382  USGS QUAD   -  JULIAETTA (1990)
 RZ0382
 RZ0382                         *CURRENT SURVEY CONTROL
 RZ0382  ___________________________________________________________________
 RZ0382* NAD 83(1986)-  46 30 03.     (N)    116 42 32.     (W)     SCALED    
 RZ0382* NAVD 88     -       257.118  (meters)     843.56   (feet)  ADJUSTED  
 RZ0382  ___________________________________________________________________
 RZ0382  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 RZ0382  DYNAMIC HT  -         257.116 (meters)     843.55  (feet)  COMP
 RZ0382  MODELED GRAV-     980,601.7   (mgal)                       NAVD 88
 RZ0382
 RZ0382  VERT ORDER  -  FIRST     CLASS II
 RZ0382
 RZ0382.The horizontal coordinates were scaled from a topographic map and have
 RZ0382.an estimated accuracy of +/- 6 seconds.
 RZ0382
 RZ0382.The orthometric height was determined by differential leveling
 RZ0382.and adjusted by the National Geodetic Survey in June 1991..
 RZ0382
 RZ0382.The geoid height was determined by GEOID03.
 RZ0382
 RZ0382.The dynamic height is computed by dividing the NAVD 88
 RZ0382.geopotential number by the normal gravity value computed on the
 RZ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0382.degrees latitude (g = 980.6199 gals.).
 RZ0382
 RZ0382.The modeled gravity was interpolated from observed gravity values.
 RZ0382
 RZ0382;                    North         East    Units  Estimated Accuracy
 RZ0382;SPC ID W     -   537,550.      726,400.      MT  (+/- 180 meters Scaled)
 RZ0382
 RZ0382                          SUPERSEDED SURVEY CONTROL
 RZ0382
 RZ0382  NGVD 29 (??/??/92)  256.128  (m)          840.31   (f) ADJ UNCH    1 2
 RZ0382
 RZ0382.Superseded values are not recommended for survey control.
 RZ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0382.See file dsdata.txt to determine how the superseded data were derived.
 RZ0382
 RZ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM223497(NAD 83)
 RZ0382_MARKER: DD = SURVEY DISK
 RZ0382_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0382_SP_SET: ROCK OUTCROP
 RZ0382_STAMPING: C 363 1959
 RZ0382_MARK LOGO: USE   
 RZ0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0382+STABILITY: POSITION/ELEVATION WELL
 RZ0382
 RZ0382  HISTORY     - Date     Condition        Report By
 RZ0382  HISTORY     - 1959     MONUMENTED       DOD
 RZ0382  HISTORY     - 1980     GOOD             NGS
 RZ0382
 RZ0382                          STATION DESCRIPTION
 RZ0382
 RZ0382'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0382'18.55 MI E FROM LEWISTON.
 RZ0382'APPROXIMATELY 18.55 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0382'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0382'CLEARWATER RIVER, 85 FEET NORTHWEST OF A HIGHWAY SIGN DENOTING STATE
 RZ0382'HIGHWAY 9, 40 FEET NORTH OF THE CENTERLINE OF HIGHWAY 9, 13 FEET NORTH
 RZ0382'OF A DOUBLE 4- BY 4-INCH HWY.  SIGNPOST (CURVE AND SPEED 40), 11 FEET
 RZ0382'NORTH OF A 2- BY 2-INCH WHITE WOODEN WITNESS POST, AND ABOUT 7 FEET
 RZ0382'LOWER THAN THE HIGHWAY.  A STANDARD CORPS OF ENGINEERS BRONZE MARKER
 RZ0382'CEMENTED IN THE TOP OF A LARGE ROCK OUTCROP AND MARKED WITH WHITE
 RZ0382'PAINT.
 RZ0382
 RZ0382                          STATION RECOVERY (1980)
 RZ0382
 RZ0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0382'14.7 KILOMETERS (9.15 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ0382'SOUTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER
 RZ0382'IN LENORE, 0.3 KILOMETER (0.2 MILE) NORTHEAST OF THE HIGHWAY BRIDGE
 RZ0382'OVER COTTONWOOD CREEK, 0.2 KILOMETER (0.1 MILE) EAST OF THE EAST
 RZ0382'END OF A HIGHWAY CURVE, SET IN TOP OF A ROCK OUTCROP ON THE SOUTH
 RZ0382'BANK OF THE CLEARWATER RIVER ACROSS THE HIGHWAY FROM A SMOOTH VERTICAL
 RZ0382'FACE OF ROCK, 11.3 METERS (37.0 FEET) NORTH OF THE CENTERLINE OF THE
 RZ0382'HIGHWAY, 4.3 METERS (14.0 FEET) NORTH OF A HIGHWAY CURVE SIGN.
 RZ0382'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0206 ***********************************************************************
 RZ0206  DESIGNATION -  C 364
 RZ0206  PID         -  RZ0206
 RZ0206  STATE/COUNTY-  ID/NEZ PERCE
 RZ0206  USGS QUAD   -  PECK (1967)
 RZ0206
 RZ0206                         *CURRENT SURVEY CONTROL
 RZ0206  ___________________________________________________________________
 RZ0206* NAD 83(1986)-  46 29 57.     (N)    116 23 39.     (W)     SCALED    
 RZ0206* NAVD 88     -       294.919  (meters)     967.58   (feet)  ADJUSTED  
 RZ0206  ___________________________________________________________________
 RZ0206  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 RZ0206  DYNAMIC HT  -         294.909 (meters)     967.55  (feet)  COMP
 RZ0206  MODELED GRAV-     980,576.2   (mgal)                       NAVD 88
 RZ0206
 RZ0206  VERT ORDER  -  FIRST     CLASS II
 RZ0206
 RZ0206.The horizontal coordinates were scaled from a topographic map and have
 RZ0206.an estimated accuracy of +/- 6 seconds.
 RZ0206
 RZ0206.The orthometric height was determined by differential leveling
 RZ0206.and adjusted by the National Geodetic Survey in June 1991..
 RZ0206.WARNING-Repeat measurements at this control monument indicate possible
 RZ0206.vertical movement.
 RZ0206
 RZ0206.The geoid height was determined by GEOID03.
 RZ0206
 RZ0206.The dynamic height is computed by dividing the NAVD 88
 RZ0206.geopotential number by the normal gravity value computed on the
 RZ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0206.degrees latitude (g = 980.6199 gals.).
 RZ0206
 RZ0206.The modeled gravity was interpolated from observed gravity values.
 RZ0206
 RZ0206;                    North         East    Units  Estimated Accuracy
 RZ0206;SPC ID W     -   537,120.      750,560.      MT  (+/- 180 meters Scaled)
 RZ0206
 RZ0206                          SUPERSEDED SURVEY CONTROL
 RZ0206
 RZ0206  NGVD 29 (??/??/92)  293.950  (m)          964.40   (f) ADJ UNCH    1 2
 RZ0206
 RZ0206.Superseded values are not recommended for survey control.
 RZ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0206.See file dsdata.txt to determine how the superseded data were derived.
 RZ0206
 RZ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM464496(NAD 83)
 RZ0206_MARKER: DD = SURVEY DISK
 RZ0206_SETTING: 80 = SET IN A BOULDER
 RZ0206_STAMPING: C 364 1959
 RZ0206_MARK LOGO: USE   
 RZ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0206+STABILITY: SURFACE MOTION
 RZ0206
 RZ0206  HISTORY     - Date     Condition        Report By
 RZ0206  HISTORY     - 1959     MONUMENTED       DOD
 RZ0206  HISTORY     - 1980     GOOD             NGS
 RZ0206
 RZ0206                          STATION DESCRIPTION
 RZ0206
 RZ0206'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0206'37.06 MI E FROM LEWISTON.
 RZ0206'APPROXIMATELY 37.06 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0206'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0206'CLEARWATER RIVER, ABOUT 150 FEET DOWNSTREAM FROM A HIGHWAY SIGN (CURVE
 RZ0206'AND 50 MPH), 48 FEET UPSTREAM FROM A 34-INCH PINE TREE, 28 FEET NORTH
 RZ0206'OF THE CENTERLINE OF HIGHWAY 9, ABOUT 7.5 FEET TOWARD THE RIVER FROM A
 RZ0206'2- BY 2-INCH WHITE WOODEN WITNESS POST, AND 5 FEET LOWER THAN THE
 RZ0206'HIGHWAY.  A STANDARD CORPS OF ENGINEERS BRONZE MARKER CEMENTED IN THE
 RZ0206'TOP OF A LARGE BOULDER AND MARKED WITH WHITE PAINT.
 RZ0206
 RZ0206                          STATION RECOVERY (1980)
 RZ0206
 RZ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0206'14.1 KILOMETERS (8.75 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RZ0206'SOUTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER
 RZ0206'IN LENORE, 0.3 KILOMETER (0.2 MILE) WEST OF HIGHWAY MILEPOST 37, SET
 RZ0206'IN TOP OF A 1.2 X 1.5 METER (4 X 5 FOOT) GRANITE BOULDER ON THE
 RZ0206'SOUTHEAST BANK OF THE CLEARWATER RIVER, 8.5 METERS (28.0 FEET)
 RZ0206'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 33.5 METERS (110 FEET)
 RZ0206'SOUTHWEST OF A 60-CENTIMETER (24-INCH) DIAMETER DEAD PINE TREE AT
 RZ0206'THE SOUTHWEST END OF A NARROW HIGHWAY PULLOUT, 20.7 METERS (68.0 FEET)
 RZ0206'SOUTHWEST OF THE NORTHEAST END OF A LONG STEEL GUARDRAIL, 3.4 METERS
 RZ0206'(11.0 FEET) NORTHWEST OF A STEEL GUARDRAIL MARKED WITH THE PAINTED
 RZ0206'INITIALS -BM-.
 RZ0206'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0495 ***********************************************************************
 RY0495  DESIGNATION -  C 365 RESET
 RY0495  PID         -  RY0495
 RY0495  STATE/COUNTY-  ID/IDAHO
 RY0495  USGS QUAD   -  GODDARD POINT (1995)
 RY0495
 RY0495                         *CURRENT SURVEY CONTROL
 RY0495  ___________________________________________________________________
 RY0495* NAD 83(1986)-  46 07 20.     (N)    115 34 51.     (W)     SCALED    
 RY0495* NAVD 88     -       454.93   (meters)    1492.5    (feet)  RESET     
 RY0495  ___________________________________________________________________
 RY0495  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 RY0495
 RY0495  VERT ORDER  -  THIRD
 RY0495
 RY0495.The horizontal coordinates were scaled from a topographic map and have
 RY0495.an estimated accuracy of +/- 6 seconds.
 RY0495
 RY0495.The orthometric height was computed from unverified reset data.
 RY0495
 RY0495.The geoid height was determined by GEOID03.
 RY0495
 RY0495;                    North         East    Units  Estimated Accuracy
 RY0495;SPC ID W     -   495,040.      813,070.      MT  (+/- 180 meters Scaled)
 RY0495
 RY0495                          SUPERSEDED SURVEY CONTROL
 RY0495
 RY0495.No superseded survey control is available for this station.
 RY0495
 RY0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM096086(NAD 83)
 RY0495_MARKER: DB = BENCH MARK DISK
 RY0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0495_SP_SET: MONUMENT
 RY0495_STAMPING: C 365 RESET 1967
 RY0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0495
 RY0495  HISTORY     - Date     Condition        Report By
 RY0495  HISTORY     - 1967     MONUMENTED       CGS
 RY0495
 RY0495                          STATION DESCRIPTION
 RY0495
 RY0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 RY0495'1.7 MI SE FROM LOWELL.
 RY0495'1.7 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0495'U.S. HIGHWAY 12 AT LOWELL, 0.3 MILE SOUTHEAST OF A DWELLING THAT IS
 RY0495'BETWEEN THE ROAD AND THE RIVER, ON THE ROAD RIGHT-OF-WAY AT THE
 RY0495'SOUTHEAST CORNER OF A FIELD, NEAR A FIELD APPROACH, 72 FEET NORTH OF
 RY0495'THE CENTER OF THE ROAD, 50 FEET SOUTH OF A 2-FOOT CEDAR TREE, 50 FEET
 RY0495'NORTH OF THE NORTH END OF A CULVERT, 1 FOOT EAST OF A METAL WITNESS
 RY0495'POST AND 5 FEET ABOVE THE LEVEL OF THE ROAD SET IN A 10-INCH SQUARE
 RY0495'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0358 ***********************************************************************
 RY0358  DESIGNATION -  C 366
 RY0358  PID         -  RY0358
 RY0358  STATE/COUNTY-  ID/IDAHO
 RY0358  USGS QUAD   -  FOG MOUNTAIN (1995)
 RY0358
 RY0358                         *CURRENT SURVEY CONTROL
 RY0358  ___________________________________________________________________
 RY0358* NAD 83(1986)-  46 04 17.     (N)    115 11 16.     (W)     SCALED    
 RY0358* NAVD 88     -       590.694  (meters)    1937.97   (feet)  ADJUSTED  
 RY0358  ___________________________________________________________________
 RY0358  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 RY0358  DYNAMIC HT  -         590.437 (meters)    1937.13  (feet)  COMP
 RY0358  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 RY0358
 RY0358  VERT ORDER  -  SECOND    CLASS 0
 RY0358
 RY0358.The horizontal coordinates were scaled from a topographic map and have
 RY0358.an estimated accuracy of +/- 6 seconds.
 RY0358
 RY0358.The orthometric height was determined by differential leveling
 RY0358.and adjusted by the National Geodetic Survey in June 1991..
 RY0358
 RY0358.The geoid height was determined by GEOID03.
 RY0358
 RY0358.The dynamic height is computed by dividing the NAVD 88
 RY0358.geopotential number by the normal gravity value computed on the
 RY0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0358.degrees latitude (g = 980.6199 gals.).
 RY0358
 RY0358.The modeled gravity was interpolated from observed gravity values.
 RY0358
 RY0358;                    North         East    Units  Estimated Accuracy
 RY0358;SPC ID W     -   489,530.      843,490.      MT  (+/- 180 meters Scaled)
 RY0358
 RY0358                          SUPERSEDED SURVEY CONTROL
 RY0358
 RY0358  NGVD 29 (??/??/92)  589.400  (m)         1933.72   (f) ADJ UNCH    2 0
 RY0358
 RY0358.Superseded values are not recommended for survey control.
 RY0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0358.See file dsdata.txt to determine how the superseded data were derived.
 RY0358
 RY0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM401035(NAD 83)
 RY0358_MARKER: DB = BENCH MARK DISK
 RY0358_SETTING: 66 = SET IN ROCK OUTCROP
 RY0358_SP_SET: OUTCROP
 RY0358_STAMPING: C 366 1965
 RY0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0358+STABILITY: POSITION/ELEVATION WELL
 RY0358
 RY0358  HISTORY     - Date     Condition        Report By
 RY0358  HISTORY     - 1965     MONUMENTED       CGS
 RY0358
 RY0358                          STATION DESCRIPTION
 RY0358
 RY0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0358'25.15 MI E FROM LOWELL.
 RY0358'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0358'HIGHWAY 12 AT LOWELL, THENCE 5.55 MILES EAST ALONG THE SELWAY RIVER
 RY0358'TRAIL, IN THE TOP OF A 15- BY 15-FOOT OUTCROP, 18.8 FEET SOUTH OF THE
 RY0358'CENTER LINE OF THE TRAIL, 12 FEET NORTHEAST OF A PINE TREE BEARING A
 RY0358'TELEPHONE LINE, ABOUT 75 FEET HIGHER THAN THE RIVERAND ABOUT 6 FEET
 RY0358'HIGHER THAN A ROCK LEDGE WITH HAS A PINE TREE ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0183 ***********************************************************************
 RY0183  DESIGNATION -  C 367
 RY0183  PID         -  RY0183
 RY0183  STATE/COUNTY-  ID/IDAHO
 RY0183  USGS QUAD   -  SHISSLER PEAK (1995)
 RY0183
 RY0183                         *CURRENT SURVEY CONTROL
 RY0183  ___________________________________________________________________
 RY0183* NAD 83(1986)-  46 09 25.     (N)    114 54 20.     (W)     SCALED    
 RY0183* NAVD 88     -       709.630  (meters)    2328.18   (feet)  ADJUSTED  
 RY0183  ___________________________________________________________________
 RY0183  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 RY0183  DYNAMIC HT  -         709.384 (meters)    2327.37  (feet)  COMP
 RY0183  MODELED GRAV-     980,249.5   (mgal)                       NAVD 88
 RY0183
 RY0183  VERT ORDER  -  SECOND    CLASS 0
 RY0183
 RY0183.The horizontal coordinates were scaled from a topographic map and have
 RY0183.an estimated accuracy of +/- 6 seconds.
 RY0183
 RY0183.The orthometric height was determined by differential leveling
 RY0183.and adjusted by the National Geodetic Survey in June 1991..
 RY0183
 RY0183.The geoid height was determined by GEOID03.
 RY0183
 RY0183.The dynamic height is computed by dividing the NAVD 88
 RY0183.geopotential number by the normal gravity value computed on the
 RY0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0183.degrees latitude (g = 980.6199 gals.).
 RY0183
 RY0183.The modeled gravity was interpolated from observed gravity values.
 RY0183
 RY0183;                    North         East    Units  Estimated Accuracy
 RY0183;SPC ID W     -   499,230.      865,220.      MT  (+/- 180 meters Scaled)
 RY0183
 RY0183                          SUPERSEDED SURVEY CONTROL
 RY0183
 RY0183  NGVD 29 (??/??/92)  708.360  (m)         2324.01   (f) ADJ UNCH    2 0
 RY0183
 RY0183.Superseded values are not recommended for survey control.
 RY0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0183.See file dsdata.txt to determine how the superseded data were derived.
 RY0183
 RY0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM617136(NAD 83)
 RY0183_MARKER: DB = BENCH MARK DISK
 RY0183_SETTING: 80 = SET IN A BOULDER
 RY0183_STAMPING: C 367 1965
 RY0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0183+STABILITY: SURFACE MOTION
 RY0183
 RY0183  HISTORY     - Date     Condition        Report By
 RY0183  HISTORY     - 1965     MONUMENTED       CGS
 RY0183
 RY0183                          STATION DESCRIPTION
 RY0183
 RY0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0183'2.4 MI NE FROM MOOSE CREEK.
 RY0183'2.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0183'RANGER STATION AT MOOSE CREEK, IN THE TOP OF A 3- BY 4- FOOT BOULDER,
 RY0183'45 FEET EAST OF THE CENTER LINE OF THE TRAIL, AND ABOUT 3 FEET HIGHER
 RY0183'THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0211 ***********************************************************************
 RY0211  DESIGNATION -  C 368
 RY0211  PID         -  RY0211
 RY0211  STATE/COUNTY-  ID/IDAHO
 RY0211  USGS QUAD   -  JEANETTE MOUNTAIN (1994)
 RY0211
 RY0211                         *CURRENT SURVEY CONTROL
 RY0211  ___________________________________________________________________
 RY0211* NAD 83(1986)-  46 16 37.     (N)    114 36 28.     (W)     SCALED    
 RY0211* NAVD 88     -      1279.193  (meters)    4196.82   (feet)  ADJUSTED  
 RY0211  ___________________________________________________________________
 RY0211  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 RY0211  DYNAMIC HT  -        1278.603 (meters)    4194.88  (feet)  COMP
 RY0211  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 RY0211
 RY0211  VERT ORDER  -  SECOND    CLASS 0
 RY0211
 RY0211.The horizontal coordinates were scaled from a topographic map and have
 RY0211.an estimated accuracy of +/- 6 seconds.
 RY0211
 RY0211.The orthometric height was determined by differential leveling
 RY0211.and adjusted by the National Geodetic Survey in June 1991..
 RY0211
 RY0211.The geoid height was determined by GEOID03.
 RY0211
 RY0211.The dynamic height is computed by dividing the NAVD 88
 RY0211.geopotential number by the normal gravity value computed on the
 RY0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0211.degrees latitude (g = 980.6199 gals.).
 RY0211
 RY0211.The modeled gravity was interpolated from observed gravity values.
 RY0211
 RY0211;                    North         East    Units  Estimated Accuracy
 RY0211;SPC ID W     -   512,860.      888,030.      MT  (+/- 180 meters Scaled)
 RY0211
 RY0211                          SUPERSEDED SURVEY CONTROL
 RY0211
 RY0211  NGVD 29 (??/??/92) 1277.781  (m)         4192.19   (f) ADJ UNCH    2 0
 RY0211
 RY0211.Superseded values are not recommended for survey control.
 RY0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0211.See file dsdata.txt to determine how the superseded data were derived.
 RY0211
 RY0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM843276(NAD 83)
 RY0211_MARKER: DB = BENCH MARK DISK
 RY0211_SETTING: 66 = SET IN ROCK OUTCROP
 RY0211_SP_SET: OUTCROP
 RY0211_STAMPING: C 368 1965
 RY0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0211+STABILITY: POSITION/ELEVATION WELL
 RY0211
 RY0211  HISTORY     - Date     Condition        Report By
 RY0211  HISTORY     - 1965     MONUMENTED       CGS
 RY0211
 RY0211                          STATION DESCRIPTION
 RY0211
 RY0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0211'24.8 MI NE FROM MOOSE CREEK.
 RY0211'13.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0211'RANGER STATION AT MOOSE CREEK, THENCE 11.4 MILES NORTHEAST ALONG EAST
 RY0211'FORK MOOSE CREEK TRAIL, ON A ROCKY RIDGE, IN THE TOP OF A 20- BY
 RY0211'30-FOOT OUTCROP, 9 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE
 RY0211'TRAIL, ABOUT 60 FEET HIGHER THAN THE CREEK AND LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0506 ***********************************************************************
 OY0506  DESIGNATION -  C 37
 OY0506  PID         -  OY0506
 OY0506  STATE/COUNTY-  ID/BUTTE
 OY0506  USGS QUAD   -  ARCO HILLS SE (1972)
 OY0506
 OY0506                         *CURRENT SURVEY CONTROL
 OY0506  ___________________________________________________________________
 OY0506* NAD 83(1986)-  43 32 02.     (N)    113 07 24.     (W)     SCALED    
 OY0506* NAVD 88     -      1554.444  (meters)    5099.87   (feet)  ADJUSTED  
 OY0506  ___________________________________________________________________
 OY0506  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 OY0506  DYNAMIC HT  -        1553.602 (meters)    5097.11  (feet)  COMP
 OY0506  MODELED GRAV-     980,022.6   (mgal)                       NAVD 88
 OY0506
 OY0506  VERT ORDER  -  FIRST     CLASS II
 OY0506
 OY0506.The horizontal coordinates were scaled from a topographic map and have
 OY0506.an estimated accuracy of +/- 6 seconds.
 OY0506
 OY0506.The orthometric height was determined by differential leveling
 OY0506.and adjusted by the National Geodetic Survey in June 1991..
 OY0506
 OY0506.The geoid height was determined by GEOID03.
 OY0506
 OY0506.The dynamic height is computed by dividing the NAVD 88
 OY0506.geopotential number by the normal gravity value computed on the
 OY0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0506.degrees latitude (g = 980.6199 gals.).
 OY0506
 OY0506.The modeled gravity was interpolated from observed gravity values.
 OY0506
 OY0506;                    North         East    Units  Estimated Accuracy
 OY0506;SPC ID C     -   207,780.      570,860.      MT  (+/- 180 meters Scaled)
 OY0506
 OY0506                          SUPERSEDED SURVEY CONTROL
 OY0506
 OY0506  NGVD 29 (08/20/92) 1553.380  (m)         5096.38   (f) ADJUSTED    1 2
 OY0506
 OY0506.Superseded values are not recommended for survey control.
 OY0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0506.See file dsdata.txt to determine how the superseded data were derived.
 OY0506
 OY0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP284222(NAD 83)
 OY0506_MARKER: DB = BENCH MARK DISK
 OY0506_SETTING: 66 = SET IN ROCK OUTCROP
 OY0506_SP_SET: BEDROCK
 OY0506_STAMPING: C 37 1934
 OY0506_MARK LOGO: CGS   
 OY0506_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0506+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0506
 OY0506  HISTORY     - Date     Condition        Report By
 OY0506  HISTORY     - 1934     MONUMENTED       CGS
 OY0506  HISTORY     - 1948     GOOD             NGS
 OY0506  HISTORY     - 1972     GOOD             USGS
 OY0506  HISTORY     - 19920619 GOOD             NGS
 OY0506
 OY0506                          STATION DESCRIPTION
 OY0506
 OY0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0506'12.1 MI SE FROM ARCO.
 OY0506'12.1 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0506'STATION AT ARCO, BUTTE COUNTY, 0.4 MILE NORTHWEST OF MILEPOST 47, 720
 OY0506'FEET SOUTHEAST OF THE CENTERLINE OF CULVERT 49.53 UNDER THE TRACK, AT
 OY0506'THE NORTHWEST END OF A CUT THROUGH LAVA ROCK, 60 FEET NORTHEAST OF THE
 OY0506'CENTERLINE OF THE TRACK, AND IN THE TOP OF A LAVA OUTCROP.  A STANDARD
 OY0506'DISK, STAMPED C 37 1934.
 OY0506
 OY0506                          STATION RECOVERY (1972)
 OY0506
 OY0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0506'RECOVERED IN GOOD CONDITION.
 OY0506
 OY0506                          STATION RECOVERY (1992)
 OY0506
 OY0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0506'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0506'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 14.6 KM (9.05 MI)
 OY0506'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, NEAR THE EAST END OF
 OY0506'A 50 BY-70 FOOT EXPOSED AREA OF BEDROCK NEAR THE NORTHWEST END OF A
 OY0506'RAILROAD CUT, 19.2 M (63.0 FT) NORTHEAST OF THE NEAR RAIL, AND 0.6 M
 OY0506'(2.0 FT) ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0186 ***********************************************************************
 PZ0186  DESIGNATION -  C 370
 PZ0186  PID         -  PZ0186
 PZ0186  STATE/COUNTY-  ID/CLARK
 PZ0186  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0186
 PZ0186                         *CURRENT SURVEY CONTROL
 PZ0186  ___________________________________________________________________
 PZ0186* NAD 83(1986)-  44 20 55.     (N)    112 09 12.     (W)     SCALED    
 PZ0186* NAVD 88     -      1816.734  (meters)    5960.40   (feet)  POSTED    
 PZ0186  ___________________________________________________________________
 PZ0186  GEOID HEIGHT-         -10.19  (meters)                     GEOID03
 PZ0186  DYNAMIC HT  -        1815.780 (meters)    5957.27  (feet)  COMP
 PZ0186  MODELED GRAV-     980,028.5   (mgal)                       NAVD 88
 PZ0186
 PZ0186  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PZ0186
 PZ0186.The horizontal coordinates were scaled from a topographic map and have
 PZ0186.an estimated accuracy of +/- 6 seconds.
 PZ0186
 PZ0186.The orthometric height was determined by differential leveling
 PZ0186.and adjusted by the National Geodetic Survey in 1992..
 PZ0186.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PZ0186.rate of 0.0 thru 1.0 mm/km.
 PZ0186
 PZ0186.The geoid height was determined by GEOID03.
 PZ0186
 PZ0186.The dynamic height is computed by dividing the NAVD 88
 PZ0186.geopotential number by the normal gravity value computed on the
 PZ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0186.degrees latitude (g = 980.6199 gals.).
 PZ0186
 PZ0186.The modeled gravity was interpolated from observed gravity values.
 PZ0186
 PZ0186;                    North         East    Units  Estimated Accuracy
 PZ0186;SPC ID E     -   297,930.      201,060.      MT  (+/- 180 meters Scaled)
 PZ0186
 PZ0186                          SUPERSEDED SURVEY CONTROL
 PZ0186
 PZ0186  NGVD 29 (??/??/92) 1815.524  (m)         5956.43   (f) ADJ UNCH    1 2
 PZ0186
 PZ0186.Superseded values are not recommended for survey control.
 PZ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0186.See file dsdata.txt to determine how the superseded data were derived.
 PZ0186
 PZ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ080112(NAD 83)
 PZ0186_MARKER: DB = BENCH MARK DISK
 PZ0186_SETTING: 80 = SET IN A BOULDER
 PZ0186_SP_SET: BOULDER
 PZ0186_STAMPING: C 370 1965
 PZ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0186+STABILITY: SURFACE MOTION
 PZ0186
 PZ0186  HISTORY     - Date     Condition        Report By
 PZ0186  HISTORY     - 1965     MONUMENTED       CGS
 PZ0186  HISTORY     - 1967     GOOD             NGS
 PZ0186
 PZ0186                          STATION DESCRIPTION
 PZ0186
 PZ0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0186'1.75 MI E FROM SPENCER.
 PZ0186'0.15 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0186'THENCE 1.6 MILES EAST ALONG KILGORE ROAD, 0.3 MILE WEST OF THE
 PZ0186'JUNCTION OF THREE MILE ROAD, AT THE SUMMIT OF A HILL, IN THE TOP OF A
 PZ0186'4- BY 5-FOOT BOULDER WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND,
 PZ0186'92 FEET NORTH OF THE CENTER LINE OF THE ROAD, 228 1/2 FEET NORTHWEST
 PZ0186'AND ACROSS THE ROAD FROM A TELEPHONE POLE, 2.7 FEET WEST OF A WITNESS
 PZ0186'POST, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0578 ***********************************************************************
 PY0578  DESIGNATION -  C 371
 PY0578  PID         -  PY0578
 PY0578  STATE/COUNTY-  ID/CLARK
 PY0578  USGS QUAD   -  SHERIDAN RESERVOIR (1965)
 PY0578
 PY0578                         *CURRENT SURVEY CONTROL
 PY0578  ___________________________________________________________________
 PY0578* NAD 83(1986)-  44 28 03.     (N)    111 39 29.     (W)     SCALED    
 PY0578* NAVD 88     -      1981.447  (meters)    6500.80   (feet)  POSTED    
 PY0578  ___________________________________________________________________
 PY0578  GEOID HEIGHT-          -9.33  (meters)                     GEOID03
 PY0578  DYNAMIC HT  -        1980.380 (meters)    6497.30  (feet)  COMP
 PY0578  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 PY0578
 PY0578  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0578
 PY0578.The horizontal coordinates were scaled from a topographic map and have
 PY0578.an estimated accuracy of +/- 6 seconds.
 PY0578
 PY0578.The orthometric height was determined by differential leveling
 PY0578.and adjusted by the National Geodetic Survey in 1992..
 PY0578.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0578.rate of 0.0 thru 1.0 mm/km.
 PY0578
 PY0578.The geoid height was determined by GEOID03.
 PY0578
 PY0578.The dynamic height is computed by dividing the NAVD 88
 PY0578.geopotential number by the normal gravity value computed on the
 PY0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0578.degrees latitude (g = 980.6199 gals.).
 PY0578
 PY0578.The modeled gravity was interpolated from observed gravity values.
 PY0578
 PY0578;                    North         East    Units  Estimated Accuracy
 PY0578;SPC ID E     -   311,270.      240,470.      MT  (+/- 180 meters Scaled)
 PY0578
 PY0578                          SUPERSEDED SURVEY CONTROL
 PY0578
 PY0578  NGVD 29 (??/??/92) 1980.204  (m)         6496.72   (f) ADJ UNCH    1 2
 PY0578
 PY0578.Superseded values are not recommended for survey control.
 PY0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0578.See file dsdata.txt to determine how the superseded data were derived.
 PY0578
 PY0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ476240(NAD 83)
 PY0578_MARKER: DB = BENCH MARK DISK
 PY0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0578_STAMPING: C 371 1965
 PY0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0578+STABILITY: SURFACE MOTION
 PY0578
 PY0578  HISTORY     - Date     Condition        Report By
 PY0578  HISTORY     - 1965     MONUMENTED       CGS
 PY0578  HISTORY     - 1967     GOOD             NGS
 PY0578
 PY0578                          STATION DESCRIPTION
 PY0578
 PY0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0578'15.55 MI E FROM KILGORE.
 PY0578'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0578'7.3 MILES EAST ALONG A COUNTY ROAD, THENCE 2.8 MILES NORTH ALONG A
 PY0578'DIRT ROAD, THENCE 4.65 MILES EAST ALONG KILGORE-YALE ROAD, AT THE
 PY0578'JUNCTION OF A TRACK ROAD EAST THROUGH A STOCK CORRAL, 145 FEET SOUTH
 PY0578'OF THE CENTER LINE OF THE ROAD, 157 FEET SOUTH-SOUTHWEST OF THE
 PY0578'SOUTHWEST CORNER OF A STEEL CATTLEGUARD, 35 1/2 FEET SOUTH OF THE
 PY0578'CENTER LINE OF THE ROAD EAST THROUGH THE CORRAL, 9 FEET WEST OF A
 PY0578'FENCE JUNCTION POST, 3.9 FEET NORTH OF A FENCE, 3.1 FEET EAST OF A
 PY0578'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 PY0578'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0458 ***********************************************************************
 OX0458  DESIGNATION -  C 372
 OX0458  PID         -  OX0458
 OX0458  STATE/COUNTY-  ID/FREMONT
 OX0458  USGS QUAD   -  PARKER (1979)
 OX0458
 OX0458                         *CURRENT SURVEY CONTROL
 OX0458  ___________________________________________________________________
 OX0458* NAD 83(1986)-  43 57 21.     (N)    111 46 03.     (W)     SCALED    
 OX0458* NAVD 88     -      1500.561  (meters)    4923.09   (feet)  POSTED    
 OX0458  ___________________________________________________________________
 OX0458  GEOID HEIGHT-         -10.94  (meters)                     GEOID03
 OX0458  DYNAMIC HT  -        1499.810 (meters)    4920.63  (feet)  COMP
 OX0458  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 OX0458
 OX0458  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0458
 OX0458.The horizontal coordinates were scaled from a topographic map and have
 OX0458.an estimated accuracy of +/- 6 seconds.
 OX0458
 OX0458.The orthometric height was determined by differential leveling
 OX0458.and adjusted by the National Geodetic Survey in 1992..
 OX0458.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0458.rate of 0.0 thru 1.0 mm/km.
 OX0458
 OX0458.The geoid height was determined by GEOID03.
 OX0458
 OX0458.The dynamic height is computed by dividing the NAVD 88
 OX0458.geopotential number by the normal gravity value computed on the
 OX0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0458.degrees latitude (g = 980.6199 gals.).
 OX0458
 OX0458.The modeled gravity was interpolated from observed gravity values.
 OX0458
 OX0458;                    North         East    Units  Estimated Accuracy
 OX0458;SPC ID E     -   254,370.      232,040.      MT  (+/- 180 meters Scaled)
 OX0458
 OX0458                          SUPERSEDED SURVEY CONTROL
 OX0458
 OX0458  NGVD 29 (??/??/92) 1499.512  (m)         4919.65   (f) ADJ UNCH    1 2
 OX0458
 OX0458.Superseded values are not recommended for survey control.
 OX0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0458.See file dsdata.txt to determine how the superseded data were derived.
 OX0458
 OX0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP384672(NAD 83)
 OX0458_MARKER: DB = BENCH MARK DISK
 OX0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0458_STAMPING: C 372 1967
 OX0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0458+STABILITY: SURFACE MOTION
 OX0458
 OX0458  HISTORY     - Date     Condition        Report By
 OX0458  HISTORY     - 1967     MONUMENTED       CGS
 OX0458
 OX0458                          STATION DESCRIPTION
 OX0458
 OX0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OX0458'0.6 MI W FROM PARKER.
 OX0458'0.1 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT PARKER, THENCE
 OX0458'0.5 MILE WEST ALONG A COUNTY ROAD, AT THE JUNCTION OF A FARM ROAD
 OX0458'SOUTH, 40 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 102 FEET EAST
 OX0458'OF THE ROAD SOUTH, 90 FEET EAST OF THE EAST END OF A GATE, 2 FEET WEST
 OX0458'OF A POWER POLE, 7.0 FEET NORTH OF A FENCE, 1.8 FEET EAST OF A WITNESS
 OX0458'POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 OX0458'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0536 ***********************************************************************
 PY0536  DESIGNATION -  C 373
 PY0536  PID         -  PY0536
 PY0536  STATE/COUNTY-  ID/FREMONT
 PY0536  USGS QUAD   -  SPLIT ROCK (1972)
 PY0536
 PY0536                         *CURRENT SURVEY CONTROL
 PY0536  ___________________________________________________________________
 PY0536* NAD 83(1986)-  44 13 30.     (N)    111 51 15.     (W)     SCALED    
 PY0536* NAVD 88     -      1843.832  (meters)    6049.31   (feet)  POSTED    
 PY0536  ___________________________________________________________________
 PY0536  GEOID HEIGHT-         -10.34  (meters)                     GEOID03
 PY0536  DYNAMIC HT  -        1842.820 (meters)    6045.99  (feet)  COMP
 PY0536  MODELED GRAV-     980,005.2   (mgal)                       NAVD 88
 PY0536
 PY0536  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0536
 PY0536.The horizontal coordinates were scaled from a topographic map and have
 PY0536.an estimated accuracy of +/- 6 seconds.
 PY0536
 PY0536.The orthometric height was determined by differential leveling
 PY0536.and adjusted by the National Geodetic Survey in 1992..
 PY0536.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0536.rate of 0.0 thru 1.0 mm/km.
 PY0536
 PY0536.The geoid height was determined by GEOID03.
 PY0536
 PY0536.The dynamic height is computed by dividing the NAVD 88
 PY0536.geopotential number by the normal gravity value computed on the
 PY0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0536.degrees latitude (g = 980.6199 gals.).
 PY0536
 PY0536.The modeled gravity was interpolated from observed gravity values.
 PY0536
 PY0536;                    North         East    Units  Estimated Accuracy
 PY0536;SPC ID E     -   284,240.      224,970.      MT  (+/- 180 meters Scaled)
 PY0536
 PY0536                          SUPERSEDED SURVEY CONTROL
 PY0536
 PY0536  NGVD 29 (??/??/92) 1842.622  (m)         6045.34   (f) ADJ UNCH    1 2
 PY0536
 PY0536.Superseded values are not recommended for survey control.
 PY0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0536.See file dsdata.txt to determine how the superseded data were derived.
 PY0536
 PY0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP317972(NAD 83)
 PY0536_MARKER: DB = BENCH MARK DISK
 PY0536_SETTING: 66 = SET IN ROCK OUTCROP
 PY0536_SP_SET: LAVA OUTCROP
 PY0536_STAMPING: C 373 1967
 PY0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0536+STABILITY: POSITION/ELEVATION WELL
 PY0536
 PY0536  HISTORY     - Date     Condition        Report By
 PY0536  HISTORY     - 1967     MONUMENTED       CGS
 PY0536
 PY0536                          STATION DESCRIPTION
 PY0536
 PY0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0536'14.4 MI S FROM KILGORE.
 PY0536'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0536'13.6 MILES SOUTH ALONG THE ROAD TO ST ANTHONY, 0.15 MILE NORTH OF THE
 PY0536'JUNCTION OF A TRACK ROAD EAST, IN THE TOP OF A LARGE LAVA OUTCROP
 PY0536'WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 74.5 FEET WEST OF THE
 PY0536'CENTER LINE OF THE ROAD, 13.2 FEET WEST OF A WITNESS POST, AND ABOUT 2
 PY0536'FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0127 ***********************************************************************
 PZ0127  DESIGNATION -  C 374
 PZ0127  PID         -  PZ0127
 PZ0127  STATE/COUNTY-  ID/CLARK
 PZ0127  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0127
 PZ0127                         *CURRENT SURVEY CONTROL
 PZ0127  ___________________________________________________________________
 PZ0127* NAD 83(1986)-  44 17 31.     (N)    112 12 37.     (W)     SCALED    
 PZ0127* NAVD 88     -      1696.622  (meters)    5566.33   (feet)  ADJUSTED  
 PZ0127  ___________________________________________________________________
 PZ0127  GEOID HEIGHT-         -10.44  (meters)                     GEOID03
 PZ0127  DYNAMIC HT  -        1695.752 (meters)    5563.48  (feet)  COMP
 PZ0127  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 PZ0127
 PZ0127  VERT ORDER  -  FIRST     CLASS II
 PZ0127
 PZ0127.The horizontal coordinates were scaled from a topographic map and have
 PZ0127.an estimated accuracy of +/- 6 seconds.
 PZ0127
 PZ0127.The orthometric height was determined by differential leveling
 PZ0127.and adjusted by the National Geodetic Survey in June 1991..
 PZ0127
 PZ0127.The geoid height was determined by GEOID03.
 PZ0127
 PZ0127.The dynamic height is computed by dividing the NAVD 88
 PZ0127.geopotential number by the normal gravity value computed on the
 PZ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0127.degrees latitude (g = 980.6199 gals.).
 PZ0127
 PZ0127.The modeled gravity was interpolated from observed gravity values.
 PZ0127
 PZ0127;                    North         East    Units  Estimated Accuracy
 PZ0127;SPC ID E     -   291,630.      196,520.      MT  (+/- 180 meters Scaled)
 PZ0127
 PZ0127                          SUPERSEDED SURVEY CONTROL
 PZ0127
 PZ0127  NGVD 29 (??/??/92) 1695.438  (m)         5562.45   (f) ADJ UNCH    1 2
 PZ0127
 PZ0127.Superseded values are not recommended for survey control.
 PZ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0127.See file dsdata.txt to determine how the superseded data were derived.
 PZ0127
 PZ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ034050(NAD 83)
 PZ0127_MARKER: DB = BENCH MARK DISK
 PZ0127_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0127_SP_SET: LAVA OUTCROP
 PZ0127_STAMPING: C 374 1967
 PZ0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0127+STABILITY: POSITION/ELEVATION WELL
 PZ0127
 PZ0127  HISTORY     - Date     Condition        Report By
 PZ0127  HISTORY     - 1967     MONUMENTED       CGS
 PZ0127
 PZ0127                          STATION DESCRIPTION
 PZ0127
 PZ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PZ0127'5.2 MI S FROM SPENCER.
 PZ0127'5.2 MILES SOUTH ALONG U.S. HIGHWAY 91 AND INTERSTATE HIGHWAY 15 FROM
 PZ0127'THE SCHOOL AT SPENCER, AT A SMALL CUT, ON A LAVA ROCK KNOLL, 3 1/2
 PZ0127'POLES NORTH AND ACROSS THE HIGHWAY AND RAILROAD FROM RAILROAD MILEPOLE
 PZ0127'243, IN THE TOP AND ON THE SOUTHEAST SIDE OF A LARGE LAVA OUTCROP
 PZ0127'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 57 FEET WEST OF THE EAST
 PZ0127'LANES OF THE HIGHWAY, 6.9 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT
 PZ0127'3 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0001 ***********************************************************************
 NU0001  DESIGNATION -  C 375
 NU0001  PID         -  NU0001
 NU0001  STATE/COUNTY-  ID/BANNOCK
 NU0001  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0001
 NU0001                         *CURRENT SURVEY CONTROL
 NU0001  ___________________________________________________________________
 NU0001* NAD 83(1986)-  42 51 50.     (N)    112 26 53.     (W)     SCALED    
 NU0001* NAVD 88     -      1359.830  (meters)    4461.38   (feet)  ADJUSTED  
 NU0001  ___________________________________________________________________
 NU0001  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 NU0001  DYNAMIC HT  -        1359.063 (meters)    4458.86  (feet)  COMP
 NU0001  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 NU0001
 NU0001  VERT ORDER  -  FIRST     CLASS I
 NU0001
 NU0001.The horizontal coordinates were scaled from a topographic map and have
 NU0001.an estimated accuracy of +/- 6 seconds.
 NU0001
 NU0001.The orthometric height was determined by differential leveling
 NU0001.and adjusted by the National Geodetic Survey in June 1991..
 NU0001
 NU0001.The geoid height was determined by GEOID03.
 NU0001
 NU0001.The dynamic height is computed by dividing the NAVD 88
 NU0001.geopotential number by the normal gravity value computed on the
 NU0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0001.degrees latitude (g = 980.6199 gals.).
 NU0001
 NU0001.The modeled gravity was interpolated from observed gravity values.
 NU0001
 NU0001;                    North         East    Units  Estimated Accuracy
 NU0001;SPC ID E     -   133,020.      177,010.      MT  (+/- 180 meters Scaled)
 NU0001
 NU0001                          SUPERSEDED SURVEY CONTROL
 NU0001
 NU0001  NGVD 29 (08/20/92) 1358.791  (m)         4457.97   (f) ADJUSTED    1 1
 NU0001
 NU0001.Superseded values are not recommended for survey control.
 NU0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0001.See file dsdata.txt to determine how the superseded data were derived.
 NU0001
 NU0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN817467(NAD 83)
 NU0001_MARKER: DB = BENCH MARK DISK
 NU0001_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NU0001_STAMPING: C 375 1967
 NU0001_MARK LOGO: CGS   
 NU0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0001+STABILITY: SURFACE MOTION
 NU0001
 NU0001  HISTORY     - Date     Condition        Report By
 NU0001  HISTORY     - 1967     MONUMENTED       CGS
 NU0001  HISTORY     - 1983     GOOD             NGS
 NU0001  HISTORY     - 1983     GOOD             NGS
 NU0001
 NU0001                          STATION DESCRIPTION
 NU0001
 NU0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0001'IN POCATELLO.
 NU0001'AT POCATELLO, 0.15 MILE NORTHWEST OF THE UNION PACIFIC RAILROAD
 NU0001'STATION, AT THE WEST CORNER OF THE INTERSECTION OF EAST CENTER STREET
 NU0001'AND SOUTH 1ST AVENUE, IN THE TOP OF THE NORTHWEST CONCRETE RETAINING
 NU0001'WALL SUPPORTING A PIPE GUARDRAIL FOR CENTER STREET UNDERPASS UNDER THE
 NU0001'RAILROAD, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE AVENUE, 28 FEET
 NU0001'NORTHWEST OF THE CENTER LINE OF THE STREET, 6 1/2 FEET NORTHWEST OF
 NU0001'THE CENTER OF A CURVE IN THE RETAINING WALL, 0.6 FOOT NORTHWEST OF THE
 NU0001'EXTREME NORTHWEST GUARDRAIL POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE
 NU0001'AVENUE.
 NU0001
 NU0001                          STATION RECOVERY (1983)
 NU0001
 NU0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0001'RECOVERED IN GOOD CONDITION.
 NU0001
 NU0001                          STATION RECOVERY (1983)
 NU0001
 NU0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0273 ***********************************************************************
 NU0273  DESIGNATION -  C 376
 NU0273  PID         -  NU0273
 NU0273  STATE/COUNTY-  ID/BANNOCK
 NU0273  USGS QUAD   -  OXFORD (1968)
 NU0273
 NU0273                         *CURRENT SURVEY CONTROL
 NU0273  ___________________________________________________________________
 NU0273* NAD 83(1986)-  42 20 01.     (N)    112 01 34.     (W)     SCALED    
 NU0273* NAVD 88     -      1456.637  (meters)    4778.98   (feet)  ADJUSTED  
 NU0273  ___________________________________________________________________
 NU0273  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 NU0273  DYNAMIC HT  -        1455.677 (meters)    4775.83  (feet)  COMP
 NU0273  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 NU0273
 NU0273  VERT ORDER  -  FIRST     CLASS I
 NU0273
 NU0273.The horizontal coordinates were scaled from a topographic map and have
 NU0273.an estimated accuracy of +/- 6 seconds.
 NU0273
 NU0273.The orthometric height was determined by differential leveling
 NU0273.and adjusted by the National Geodetic Survey in June 1991..
 NU0273
 NU0273.The geoid height was determined by GEOID03.
 NU0273
 NU0273.The dynamic height is computed by dividing the NAVD 88
 NU0273.geopotential number by the normal gravity value computed on the
 NU0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0273.degrees latitude (g = 980.6199 gals.).
 NU0273
 NU0273.The modeled gravity was interpolated from observed gravity values.
 NU0273
 NU0273;                    North         East    Units  Estimated Accuracy
 NU0273;SPC ID E     -    74,090.      211,580.      MT  (+/- 180 meters Scaled)
 NU0273
 NU0273                          SUPERSEDED SURVEY CONTROL
 NU0273
 NU0273  NGVD 29 (??/??/92) 1455.572  (m)         4775.49   (f) ADJ UNCH    1 1
 NU0273
 NU0273.Superseded values are not recommended for survey control.
 NU0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0273.See file dsdata.txt to determine how the superseded data were derived.
 NU0273
 NU0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM154873(NAD 83)
 NU0273_MARKER: DB = BENCH MARK DISK
 NU0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0273_STAMPING: C 376 1967
 NU0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0273+STABILITY: SURFACE MOTION
 NU0273
 NU0273  HISTORY     - Date     Condition        Report By
 NU0273  HISTORY     - 1967     MONUMENTED       CGS
 NU0273  HISTORY     - 19920722 GOOD             USPSQD
 NU0273
 NU0273                          STATION DESCRIPTION
 NU0273
 NU0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0273'1.55 MI NW FROM SWAN LAKE.
 NU0273'1.55 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU0273'CROSSING OF A COUNTY ROAD AT SWAN LAKE, AT THE CROSSING OF A PRIVATE
 NU0273'ROAD, 1 POLE NORTHWEST AND ACROSS THE TRACK FROM MILEPOLE 86.25, 46.0
 NU0273'FEET NORTHEAST OF THE NORTHEAST RAIL, 9 1/2 FEET SOUTHEAST OF THE
 NU0273'CENTER LINE OF THE ROAD, 52 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 NU0273'U.S. HIGHWAY 91, 1.2 FEET SOUTH OF THE SOUTHEAST END OF A GATE, 1.0
 NU0273'FOOT SOUTHWEST OF A FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT
 NU0273'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NU0273'0.4 FOOT ABOVE THE GROUND.
 NU0273
 NU0273                          STATION RECOVERY (1992)
 NU0273
 NU0273'RECOVERY NOTE BY US POWER SQUADRON 1992 (WLR)
 NU0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0205 ***********************************************************************
 PZ0205  DESIGNATION -  C 38
 PZ0205  PID         -  PZ0205
 PZ0205  STATE/COUNTY-  ID/CLARK
 PZ0205  USGS QUAD   -  BLUE DOME (1969)
 PZ0205
 PZ0205                         *CURRENT SURVEY CONTROL
 PZ0205  ___________________________________________________________________
 PZ0205* NAD 83(1986)-  44 11 24.     (N)    112 56 15.     (W)     SCALED    
 PZ0205* NAVD 88     -      1897.570  (meters)    6225.61   (feet)  ADJUSTED  
 PZ0205  ___________________________________________________________________
 PZ0205  GEOID HEIGHT-         -10.59  (meters)                     GEOID03
 PZ0205  DYNAMIC HT  -        1896.456 (meters)    6221.96  (feet)  COMP
 PZ0205  MODELED GRAV-     979,964.1   (mgal)                       NAVD 88
 PZ0205
 PZ0205  VERT ORDER  -  SECOND    CLASS 0
 PZ0205
 PZ0205.The horizontal coordinates were scaled from a topographic map and have
 PZ0205.an estimated accuracy of +/- 6 seconds.
 PZ0205
 PZ0205.The orthometric height was determined by differential leveling
 PZ0205.and adjusted by the National Geodetic Survey in June 1991..
 PZ0205
 PZ0205.The geoid height was determined by GEOID03.
 PZ0205
 PZ0205.The dynamic height is computed by dividing the NAVD 88
 PZ0205.geopotential number by the normal gravity value computed on the
 PZ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0205.degrees latitude (g = 980.6199 gals.).
 PZ0205
 PZ0205.The modeled gravity was interpolated from observed gravity values.
 PZ0205
 PZ0205;                    North         East    Units  Estimated Accuracy
 PZ0205;SPC ID E     -   280,600.      138,380.      MT  (+/- 180 meters Scaled)
 PZ0205
 PZ0205                          SUPERSEDED SURVEY CONTROL
 PZ0205
 PZ0205  NGVD 29 (??/??/92) 1896.244  (m)         6221.26   (f) ADJ UNCH    2 0
 PZ0205
 PZ0205.Superseded values are not recommended for survey control.
 PZ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0205.See file dsdata.txt to determine how the superseded data were derived.
 PZ0205
 PZ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP451948(NAD 83)
 PZ0205_MARKER: DB = BENCH MARK DISK
 PZ0205_SETTING: 80 = SET IN A BOULDER
 PZ0205_SP_SET: BOULDER
 PZ0205_STAMPING: C 38 1934
 PZ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0205+STABILITY: SURFACE MOTION
 PZ0205
 PZ0205  HISTORY     - Date     Condition        Report By
 PZ0205  HISTORY     - 1934     MONUMENTED       CGS
 PZ0205  HISTORY     - 1969     GOOD             USGS
 PZ0205
 PZ0205                          STATION DESCRIPTION
 PZ0205
 PZ0205'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 PZ0205'2.5 MI NW FROM KAUFMAN.
 PZ0205'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 28 WHICH IS 18
 PZ0205'MILES (AIRLINE) NW OF TERRETON, GO 15.25 MILES NW ON HIGHWAY 28 TO
 PZ0205'BLUE DOME.  CONTINUE 2.3 MILES ON THE HIGHWAY TO LONE PINE.  CONTINUE
 PZ0205'0.25 MILES NW ON THE HIGHWAY TO THE BM ON THE RIGHT ABOUT 350 FEET
 PZ0205'FROM THE HIGHWAY.  THE BM IS AT THE FOOT OF A ROCKY CLIFF, 6 FEET
 PZ0205'NORTHEAST OF AN OLD IRRIGATION DITCH AND 24 FEET NE OF AN OLD ROAD
 PZ0205'BED.  IT IS IN THE TOP OF A LARGE BOULDER WHICH PROJECTS 1.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0641 ***********************************************************************
 TO0641  DESIGNATION -  C 381
 TO0641  PID         -  TO0641
 TO0641  STATE/COUNTY-  ID/BOUNDARY
 TO0641  USGS QUAD   -  CURLEY CREEK (1983)
 TO0641
 TO0641                         *CURRENT SURVEY CONTROL
 TO0641  ___________________________________________________________________
 TO0641* NAD 83(1986)-  48 39 16.     (N)    116 03 55.     (W)     SCALED    
 TO0641* NAVD 88     -       717.401  (meters)    2353.67   (feet)  ADJUSTED  
 TO0641  ___________________________________________________________________
 TO0641  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 TO0641  DYNAMIC HT  -         717.464 (meters)    2353.88  (feet)  COMP
 TO0641  MODELED GRAV-     980,674.4   (mgal)                       NAVD 88
 TO0641
 TO0641  VERT ORDER  -  FIRST     CLASS II
 TO0641
 TO0641.The horizontal coordinates were scaled from a topographic map and have
 TO0641.an estimated accuracy of +/- 6 seconds.
 TO0641
 TO0641.The orthometric height was determined by differential leveling
 TO0641.and adjusted by the National Geodetic Survey in June 1991..
 TO0641
 TO0641.The geoid height was determined by GEOID03.
 TO0641
 TO0641.The dynamic height is computed by dividing the NAVD 88
 TO0641.geopotential number by the normal gravity value computed on the
 TO0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0641.degrees latitude (g = 980.6199 gals.).
 TO0641
 TO0641.The modeled gravity was interpolated from observed gravity values.
 TO0641
 TO0641;                    North         East    Units  Estimated Accuracy
 TO0641;SPC ID W     -   776,580.      776,770.      MT  (+/- 180 meters Scaled)
 TO0641
 TO0641                          SUPERSEDED SURVEY CONTROL
 TO0641
 TO0641.No superseded survey control is available for this station.
 TO0641
 TO0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP688894(NAD 83)
 TO0641_MARKER: I = METAL ROD
 TO0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0641_SP_SET: STAINLESS STEEL ROD
 TO0641_STAMPING: C 381 1980
 TO0641_PROJECTION: FLUSH
 TO0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0641_ROD/PIPE-DEPTH: 4.5  meters
 TO0641
 TO0641  HISTORY     - Date     Condition        Report By
 TO0641  HISTORY     - 1980     MONUMENTED       NGS
 TO0641
 TO0641                          STATION DESCRIPTION
 TO0641
 TO0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0641'27.6 KM SE FROM BONNERS FERRY.
 TO0641'4.7 KILOMETERS (2.9 MILES) NORTH ALONG US HIGHWAYS 2 AND 95 FROM THE
 TO0641'POST OFFICE IN BONNERS FERRY, THENCE 22.9 KILOMETERS (14.1 MILES)
 TO0641'SOUTHEAST ALONG US HIGHWAY 2, 0.3 KILOMETRERS (0.2 MLE) NORTHWEST OF
 TO0641'CURLEY CREEK, 14.7 METERS (48.0 FEET) SOUTHEAST OF THE CENTERLINE OF A
 TO0641'TRACK ROAD LEADING NORTHEAST, 12.7 METERS (41.6 FEET) NORTHEAST OF THE
 TO0641'CENTERLINE OF THE HIGHWAY. ROD DRIVEN TO REFUSAL.
 TO0641'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 TO0641'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0609 ***********************************************************************
 TO0609  DESIGNATION -  C 382
 TO0609  PID         -  TO0609
 TO0609  STATE/COUNTY-  ID/BOUNDARY
 TO0609  USGS QUAD   -  RITZ (1996)
 TO0609
 TO0609                         *CURRENT SURVEY CONTROL
 TO0609  ___________________________________________________________________
 TO0609* NAD 83(1986)-  48 46 48.     (N)    116 17 52.     (W)     SCALED    
 TO0609* NAVD 88     -       709.458  (meters)    2327.61   (feet)  ADJUSTED  
 TO0609  ___________________________________________________________________
 TO0609  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 TO0609  DYNAMIC HT  -         709.529 (meters)    2327.85  (feet)  COMP
 TO0609  MODELED GRAV-     980,687.7   (mgal)                       NAVD 88
 TO0609
 TO0609  VERT ORDER  -  FIRST     CLASS II
 TO0609
 TO0609.The horizontal coordinates were scaled from a topographic map and have
 TO0609.an estimated accuracy of +/- 6 seconds.
 TO0609
 TO0609.The orthometric height was determined by differential leveling
 TO0609.and adjusted by the National Geodetic Survey in June 1991..
 TO0609
 TO0609.The geoid height was determined by GEOID03.
 TO0609
 TO0609.The dynamic height is computed by dividing the NAVD 88
 TO0609.geopotential number by the normal gravity value computed on the
 TO0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0609.degrees latitude (g = 980.6199 gals.).
 TO0609
 TO0609.The modeled gravity was interpolated from observed gravity values.
 TO0609
 TO0609;                    North         East    Units  Estimated Accuracy
 TO0609;SPC ID W     -   790,640.      759,750.      MT  (+/- 180 meters Scaled)
 TO0609
 TO0609                          SUPERSEDED SURVEY CONTROL
 TO0609
 TO0609.No superseded survey control is available for this station.
 TO0609
 TO0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ515032(NAD 83)
 TO0609_MARKER: I = METAL ROD
 TO0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0609_SP_SET: STAINLESS STEEL ROD
 TO0609_STAMPING: C 382 1980
 TO0609_MARK LOGO: NGS   
 TO0609_PROJECTION: FLUSH
 TO0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0609_ROD/PIPE-DEPTH: 9.0  meters
 TO0609
 TO0609  HISTORY     - Date     Condition        Report By
 TO0609  HISTORY     - 1980     MONUMENTED       NGS
 TO0609
 TO0609                          STATION DESCRIPTION
 TO0609
 TO0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0609'10.4 KM NORTH FROM BONNERS FERRY.
 TO0609'10.4 KILOMETERS (6.45 MILES) NORTH ALONG U.S. HIGHWAY 95 FROM THE POST
 TO0609'OFFICE IN BONNERS FERRY, 0.1 KILOMETER (0.05 MILE) SOUTH OF HIGHWAY
 TO0609'MILEPOST 514, 23.8 METERS (78.0 FEET) NORTH OF THE CENTERLINE OF
 TO0609'A TRACK ROAD LEADING EAST, 17.4 METERS (57.0 FEET) NORTH OF THE SOUTH
 TO0609'EDGE OF A GROVE OF FIR TREES, 11.7 METERS (38.5 FEET) EAST OF THE
 TO0609'CENTERLINE OF THE HIGHWAY, 1.7 METERS (5.6 FEET) WEST OF THE WEST
 TO0609'EDGE OF THE GROVE.
 TO0609'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 TO0609'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0528 ***********************************************************************
 TO0528  DESIGNATION -  C 383
 TO0528  PID         -  TO0528
 TO0528  STATE/COUNTY-  ID/BOUNDARY
 TO0528  USGS QUAD   -  BONNERS FERRY (1996)
 TO0528
 TO0528                         *CURRENT SURVEY CONTROL
 TO0528  ___________________________________________________________________
 TO0528* NAD 83(1986)-  48 38 35.     (N)    116 21 04.     (W)     SCALED    
 TO0528* NAVD 88     -       606.172  (meters)    1988.75   (feet)  ADJUSTED  
 TO0528  ___________________________________________________________________
 TO0528  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TO0528  DYNAMIC HT  -         606.228 (meters)    1988.93  (feet)  COMP
 TO0528  MODELED GRAV-     980,685.5   (mgal)                       NAVD 88
 TO0528
 TO0528  VERT ORDER  -  FIRST     CLASS II
 TO0528
 TO0528.The horizontal coordinates were scaled from a topographic map and have
 TO0528.an estimated accuracy of +/- 6 seconds.
 TO0528
 TO0528.The orthometric height was determined by differential leveling
 TO0528.and adjusted by the National Geodetic Survey in June 1991..
 TO0528
 TO0528.The geoid height was determined by GEOID03.
 TO0528
 TO0528.The dynamic height is computed by dividing the NAVD 88
 TO0528.geopotential number by the normal gravity value computed on the
 TO0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0528.degrees latitude (g = 980.6199 gals.).
 TO0528
 TO0528.The modeled gravity was interpolated from observed gravity values.
 TO0528
 TO0528;                    North         East    Units  Estimated Accuracy
 TO0528;SPC ID W     -   775,440.      755,710.      MT  (+/- 180 meters Scaled)
 TO0528
 TO0528                          SUPERSEDED SURVEY CONTROL
 TO0528
 TO0528.No superseded survey control is available for this station.
 TO0528
 TO0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP477879(NAD 83)
 TO0528_MARKER: I = METAL ROD
 TO0528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0528_SP_SET: STAINLESS STEEL ROD
 TO0528_STAMPING: C 383 1980
 TO0528_PROJECTION: FLUSH
 TO0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0528_ROD/PIPE-DEPTH: 9.0  meters
 TO0528
 TO0528  HISTORY     - Date     Condition        Report By
 TO0528  HISTORY     - 1980     MONUMENTED       NGS
 TO0528
 TO0528                          STATION DESCRIPTION
 TO0528
 TO0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0528'7.3 KM SOUTH FROM BONNERS FERRY.
 TO0528'7.3 KILOMETERS (4.5 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0528'POST OFFICE IN BONNERS FERRY, AT THE JUNCTION OF A SHORT ACCESS ROAD
 TO0528'LEADING WEST TO A GRAVEL FOREST ROAD PARALLELING THE HIGHWAY, ACROSS
 TO0528'THE HIGHWAY FROM MILEPOST 503, 32.3 METERS (106 FEET) WEST OF THE
 TO0528'CENTERLINE OF THE HIGHWAY,10.7 METERS (35.0 FEET) EAST OF THE
 TO0528'CENTERLINE OF THE FOREST ROAD, 6.6 METERS (21.6 FEET) SOUTH OF THE
 TO0528'CENTERLINE OF THE ACCESS ROAD, 1.M METERS (4.3 FEET) WEST OF IDAHO
 TO0528'STATE HIGHWAY RIGHT-OF-WAY MARKER NUMBER 374 X 7805.
 TO0528'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0559 ***********************************************************************
 TO0559  DESIGNATION -  C 384
 TO0559  PID         -  TO0559
 TO0559  STATE/COUNTY-  ID/BONNER
 TO0559  USGS QUAD   -  SANDPOINT (1996)
 TO0559
 TO0559                         *CURRENT SURVEY CONTROL
 TO0559  ___________________________________________________________________
 TO0559* NAD 83(1986)-  48 17 36.     (N)    116 32 56.     (W)     SCALED    
 TO0559* NAVD 88     -       639.867  (meters)    2099.30   (feet)  ADJUSTED  
 TO0559  ___________________________________________________________________
 TO0559  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TO0559  DYNAMIC HT  -         639.916 (meters)    2099.46  (feet)  COMP
 TO0559  MODELED GRAV-     980,667.8   (mgal)                       NAVD 88
 TO0559
 TO0559  VERT ORDER  -  FIRST     CLASS II
 TO0559
 TO0559.The horizontal coordinates were scaled from a topographic map and have
 TO0559.an estimated accuracy of +/- 6 seconds.
 TO0559
 TO0559.The orthometric height was determined by differential leveling
 TO0559.and adjusted by the National Geodetic Survey in June 1991..
 TO0559
 TO0559.The geoid height was determined by GEOID03.
 TO0559
 TO0559.The dynamic height is computed by dividing the NAVD 88
 TO0559.geopotential number by the normal gravity value computed on the
 TO0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0559.degrees latitude (g = 980.6199 gals.).
 TO0559
 TO0559.The modeled gravity was interpolated from observed gravity values.
 TO0559
 TO0559;                    North         East    Units  Estimated Accuracy
 TO0559;SPC ID W     -   736,690.      740,730.      MT  (+/- 180 meters Scaled)
 TO0559
 TO0559                          SUPERSEDED SURVEY CONTROL
 TO0559
 TO0559.No superseded survey control is available for this station.
 TO0559
 TO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP334490(NAD 83)
 TO0559_MARKER: DB = BENCH MARK DISK
 TO0559_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TO0559_SP_SET: BRIDGE PIER FOOTING
 TO0559_STAMPING: C 384 1980
 TO0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0559
 TO0559  HISTORY     - Date     Condition        Report By
 TO0559  HISTORY     - 1980     MONUMENTED       NGS
 TO0559
 TO0559                          STATION DESCRIPTION
 TO0559
 TO0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0559'2.1 KM NORTH FROM SANDPOINT.
 TO0559'2.1 KILOMETERS (1.3 MILES) NORTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0559'SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, 1.2 METERS (4.0
 TO0559'FEET) NORTHWEST OF THE SOUTHEAST END OF A MASSIVE CONCRETE FOOTING
 TO0559'FOR THE CENTER ROW OF PIERS OF A SPOKANE INTERNATIONAL RAILWAY BRIDGE
 TO0559'OVER THE HIGHWAY, 0.8 METER (2.6 FEET) NORTHEAST OF THE SOUTHWEST
 TO0559'EDGE OF THE FOOTING.
 TO0559'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0544 ***********************************************************************
 TO0544  DESIGNATION -  C 385
 TO0544  PID         -  TO0544
 TO0544  STATE/COUNTY-  ID/BONNER
 TO0544  USGS QUAD   -  ELMIRA (1989)
 TO0544
 TO0544                         *CURRENT SURVEY CONTROL
 TO0544  ___________________________________________________________________
 TO0544* NAD 83(1986)-  48 29 27.     (N)    116 27 24.     (W)     SCALED    
 TO0544* NAVD 88     -       651.180  (meters)    2136.41   (feet)  ADJUSTED  
 TO0544  ___________________________________________________________________
 TO0544  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 TO0544  DYNAMIC HT  -         651.235 (meters)    2136.59  (feet)  COMP
 TO0544  MODELED GRAV-     980,675.1   (mgal)                       NAVD 88
 TO0544
 TO0544  VERT ORDER  -  FIRST     CLASS II
 TO0544
 TO0544.The horizontal coordinates were scaled from a topographic map and have
 TO0544.an estimated accuracy of +/- 6 seconds.
 TO0544
 TO0544.The orthometric height was determined by differential leveling
 TO0544.and adjusted by the National Geodetic Survey in June 1991..
 TO0544
 TO0544.The geoid height was determined by GEOID03.
 TO0544
 TO0544.The dynamic height is computed by dividing the NAVD 88
 TO0544.geopotential number by the normal gravity value computed on the
 TO0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0544.degrees latitude (g = 980.6199 gals.).
 TO0544
 TO0544.The modeled gravity was interpolated from observed gravity values.
 TO0544
 TO0544;                    North         East    Units  Estimated Accuracy
 TO0544;SPC ID W     -   758,580.      747,770.      MT  (+/- 180 meters Scaled)
 TO0544
 TO0544                          SUPERSEDED SURVEY CONTROL
 TO0544
 TO0544.No superseded survey control is available for this station.
 TO0544
 TO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP401709(NAD 83)
 TO0544_MARKER: I = METAL ROD
 TO0544_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TO0544_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TO0544_STAMPING: C 385 1980
 TO0544_PROJECTION: FLUSH
 TO0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0544+STABILITY: POSITION/ELEVATION WELL
 TO0544_ROD/PIPE-DEPTH: 12.0 meters
 TO0544_SLEEVE-DEPTH  : 9.0 meters
 TO0544
 TO0544  HISTORY     - Date     Condition        Report By
 TO0544  HISTORY     - 1980     MONUMENTED       NGS
 TO0544
 TO0544                          STATION DESCRIPTION
 TO0544
 TO0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0544'24.9 KM SOUTH FROM BONNERS FERRY.
 TO0544'24.9 KILOMETERS (15.4 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM
 TO0544'THE POST OFFICE IN BONNERS FERRY, ALSO 26.4 KILOMETERS (16.35 MILES)
 TO0544'NORTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE SPOKANE INTERNATIONAL
 TO0544'RAILWAY DEPOT IN SANDPOINT, AT THE SOUTHWEST END OF A TURNOUT FOR
 TO0544'A GAS STATION AND STORE, 12.5 METERS (41.0 FEET) NORTHWEST OF THE
 TO0544'CENTERLINE OF THE HIGHWAY, 11.0 METERS (36.0 FEET) SOUTHWEST OF A
 TO0544'POWER LINE POLE WITHA TRANSFORMER, 2.6 METERS (8.5 FEET) NORTHEAST
 TO0544'OF AN UNDERGROUND CABLE BOX AND MARKER, 1.0 METERS (3.3 FEET)
 TO0544'SOUTHWEST OF AN EAST COENER FENCE POST.
 TO0544'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 TO0544'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0687 ***********************************************************************
 TO0687  DESIGNATION -  C 386
 TO0687  PID         -  TO0687
 TO0687  STATE/COUNTY-  ID/BONNER
 TO0687  USGS QUAD   -  LACLEDE (1996)
 TO0687
 TO0687                         *CURRENT SURVEY CONTROL
 TO0687  ___________________________________________________________________
 TO0687* NAD 83(1986)-  48 09 43.     (N)    116 51 26.     (W)     SCALED    
 TO0687* NAVD 88     -       635.943  (meters)    2086.42   (feet)  ADJUSTED  
 TO0687  ___________________________________________________________________
 TO0687  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 TO0687  DYNAMIC HT  -         636.002 (meters)    2086.62  (feet)  COMP
 TO0687  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 TO0687
 TO0687  VERT ORDER  -  FIRST     CLASS II
 TO0687
 TO0687.The horizontal coordinates were scaled from a topographic map and have
 TO0687.an estimated accuracy of +/- 6 seconds.
 TO0687
 TO0687.The orthometric height was determined by differential leveling
 TO0687.and adjusted by the National Geodetic Survey in June 1991..
 TO0687
 TO0687.The geoid height was determined by GEOID03.
 TO0687
 TO0687.The dynamic height is computed by dividing the NAVD 88
 TO0687.geopotential number by the normal gravity value computed on the
 TO0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0687.degrees latitude (g = 980.6199 gals.).
 TO0687
 TO0687.The modeled gravity was interpolated from observed gravity values.
 TO0687
 TO0687;                    North         East    Units  Estimated Accuracy
 TO0687;SPC ID W     -   722,370.      717,640.      MT  (+/- 180 meters Scaled)
 TO0687
 TO0687                          SUPERSEDED SURVEY CONTROL
 TO0687
 TO0687.No superseded survey control is available for this station.
 TO0687
 TO0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP106343(NAD 83)
 TO0687_MARKER: I = METAL ROD
 TO0687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0687_SP_SET: STAINLESS STEEL ROD
 TO0687_STAMPING: C 386 1980
 TO0687_PROJECTION: FLUSH
 TO0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0687_ROD/PIPE-DEPTH: 9.1  meters
 TO0687
 TO0687  HISTORY     - Date     Condition        Report By
 TO0687  HISTORY     - 1980     MONUMENTED       NGS
 TO0687
 TO0687                          STATION DESCRIPTION
 TO0687
 TO0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0687'5.2 KM SE FROM PRIEST RIVER.
 TO0687'5.2 KILOMETERS (3.25 MILES) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE
 TO0687'JUNIOR HIGHSCHOOL IN PRIEST RIVER, 0.2 KILOMETER (0.1 MILE) SOUTHEAST
 TO0687'OF HIGHWAY MILEPOST 9, IN LINE WITH A ROW OF POWER LINE POLES, AT
 TO0687'A PRIVATE ROAD CROSSING THE SPOKANE INTERNATIONAL RAILWAY, 21.8
 TO0687'METERS (71.5 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.8
 TO0687'METERS (52.0 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS,
 TO0687'11.6 METERS (38.0 FEET) NORTHWEST OF THE CENTERLINE OF THE PRIVATE
 TO0687'ROAD, 5.0 METERS (6.5 FEET) SOUTHEAST OF POWER LIN POLE NUMBER 10-13.
 TO0687'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TO0687'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0597 ***********************************************************************
 TO0597  DESIGNATION -  C 387
 TO0597  PID         -  TO0597
 TO0597  STATE/COUNTY-  ID/BONNER
 TO0597  USGS QUAD   -  ODEN BAY (1996)
 TO0597
 TO0597                         *CURRENT SURVEY CONTROL
 TO0597  ___________________________________________________________________
 TO0597* NAD 83(1986)-  48 19 30.     (N)    116 23 24.     (W)     SCALED    
 TO0597* NAVD 88     -       636.352  (meters)    2087.76   (feet)  ADJUSTED  
 TO0597  ___________________________________________________________________
 TO0597  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 TO0597  DYNAMIC HT  -         636.399 (meters)    2087.92  (feet)  COMP
 TO0597  MODELED GRAV-     980,665.4   (mgal)                       NAVD 88
 TO0597
 TO0597  VERT ORDER  -  FIRST     CLASS II
 TO0597
 TO0597.The horizontal coordinates were scaled from a topographic map and have
 TO0597.an estimated accuracy of +/- 6 seconds.
 TO0597
 TO0597.The orthometric height was determined by differential leveling
 TO0597.and adjusted by the National Geodetic Survey in June 1991..
 TO0597
 TO0597.The geoid height was determined by GEOID03.
 TO0597
 TO0597.The dynamic height is computed by dividing the NAVD 88
 TO0597.geopotential number by the normal gravity value computed on the
 TO0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0597.degrees latitude (g = 980.6199 gals.).
 TO0597
 TO0597.The modeled gravity was interpolated from observed gravity values.
 TO0597
 TO0597;                    North         East    Units  Estimated Accuracy
 TO0597;SPC ID W     -   740,100.      752,540.      MT  (+/- 180 meters Scaled)
 TO0597
 TO0597                          SUPERSEDED SURVEY CONTROL
 TO0597
 TO0597.No superseded survey control is available for this station.
 TO0597
 TO0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP452526(NAD 83)
 TO0597_MARKER: DB = BENCH MARK DISK
 TO0597_SETTING: 66 = SET IN ROCK OUTCROP
 TO0597_SP_SET: ROCK OUTCROP
 TO0597_STAMPING: C 387 1980
 TO0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0597+STABILITY: POSITION/ELEVATION WELL
 TO0597
 TO0597  HISTORY     - Date     Condition        Report By
 TO0597  HISTORY     - 1980     MONUMENTED       NGS
 TO0597
 TO0597                          STATION DESCRIPTION
 TO0597
 TO0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0597'12.2 KM NW FROM EAST HOPE.
 TO0597'12.2 KILOMETERS (7.6 MILES) NORTHWEST ALONG STATE HIGHWAY 20 FROM
 TO0597'THE PUBLIC SCHOOL IN EAST HOPE, 0.4 KILOMETER (0.25 MILE) NORTHWEST
 TO0597'OF THE WEST END OF A HIGHWAY BRIDGE OVER THE PACK RIVER, 0.6 KILOMETER
 TO0597'(0.4 MILE) SOUTHEAST OF HIGHWAY MILEPOST 38, ALSO 0.85 KILOMETER
 TO0597'(0.55 MILE) SOUTHEAST OF BENCH MARK E 387, SET IN TOP OF A SMALL
 TO0597'ROCK SHELF IN A FRACTURED ROCK HIGHWAY CUT, AT THE SOUTHEAST END OF
 TO0597'A HIGHWAY CURVE, 18.6 METERS (61.2 FEET) SOUTHWEST OF THE CENTERLINE
 TO0597'OF THE HIGHWAY, 78.0 METERS (356 FEET) NORTHWEST OF THE CENTERLINE
 TO0597'OF A DIRT ROAD LEADING SOUTH, 15.0 METERS (49.2 FEET) WEST OF THE
 TO0597'TOP CENTER OF A 36-INCH DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY.
 TO0597'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 TO0597'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0801 ***********************************************************************
 RY0801  DESIGNATION -  C 388
 RY0801  PID         -  RY0801
 RY0801  STATE/COUNTY-  ID/IDAHO
 RY0801  USGS QUAD   -  ROCKY POINT (1994)
 RY0801
 RY0801                         *CURRENT SURVEY CONTROL
 RY0801  ___________________________________________________________________
 RY0801* NAD 83(1986)-  46 31 14.     (N)    114 42 01.     (W)     SCALED    
 RY0801* NAVD 88     -      1103.487  (meters)    3620.36   (feet)  ADJUSTED  
 RY0801  ___________________________________________________________________
 RY0801  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 RY0801  DYNAMIC HT  -        1103.232 (meters)    3619.52  (feet)  COMP
 RY0801  MODELED GRAV-     980,346.1   (mgal)                       NAVD 88
 RY0801
 RY0801  VERT ORDER  -  FIRST     CLASS II
 RY0801
 RY0801.The horizontal coordinates were scaled from a topographic map and have
 RY0801.an estimated accuracy of +/- 6 seconds.
 RY0801
 RY0801.The orthometric height was determined by differential leveling
 RY0801.and adjusted by the National Geodetic Survey in June 1991..
 RY0801
 RY0801.The geoid height was determined by GEOID03.
 RY0801
 RY0801.The dynamic height is computed by dividing the NAVD 88
 RY0801.geopotential number by the normal gravity value computed on the
 RY0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0801.degrees latitude (g = 980.6199 gals.).
 RY0801
 RY0801.The modeled gravity was interpolated from observed gravity values.
 RY0801
 RY0801;                    North         East    Units  Estimated Accuracy
 RY0801;SPC ID W     -   539,840.      880,540.      MT  (+/- 180 meters Scaled)
 RY0801
 RY0801                          SUPERSEDED SURVEY CONTROL
 RY0801
 RY0801.No superseded survey control is available for this station.
 RY0801
 RY0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM763544(NAD 83)
 RY0801_MARKER: I = METAL ROD
 RY0801_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RY0801_SP_SET: STAINLESS STEEL ROD
 RY0801_STAMPING: C 388 1980
 RY0801_MARK LOGO: NGS   
 RY0801_PROJECTION: FLUSH
 RY0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0801_ROD/PIPE-DEPTH: 10.5 meters
 RY0801
 RY0801  HISTORY     - Date     Condition        Report By
 RY0801  HISTORY     - 1980     MONUMENTED       NGS
 RY0801
 RY0801                          STATION DESCRIPTION
 RY0801
 RY0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0801'2.6 KM (1.6 MI) NE FROM POWELL RANGER STATION.
 RY0801'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0801'RANGER STATION, THENCE 1.6 KILOMETERS (1.0 MILE) NORTHEAST ALONG U.S.
 RY0801'HIGHWAY 12, 0.3 KILOMETER (0.2 MILE) WEST OF HIGHWAY MILEPOST 163,
 RY0801'SET IN THE NORTH CORNER OF THE T JUNCTION OF A ROAD LEADING NORTH
 RY0801'TO AN IDAHO HIGHWAY MAINTENANCE YARD, 52.0 METERS (171 FEET) NORTHWEST
 RY0801'OF THE CENTERLINE OF THE HIGHWAY, 21.5 METERS (70.5 FEET) SOUTH OF THE
 RY0801'SOUTHEAST CORNER OF THE STEEL PIER FOUNDATION FOR A HEAVY EQUIPMENT
 RY0801'GARAGE, 19.2 METERS (63.0 FEET) NORTHEAST OF THE CENTERLINE OF THE
 RY0801'MAINTENANCE YARD ROAD, 16.6 METERS (54.5 FEET) NORTH OF THE NORTHEAST
 RY0801'CORNER OF A WOODEN BUILDING HOUSING THE MAINTENANCE YARD ELECTRICAL
 RY0801'SUB-STATION, 8.7 METERS (28.6 FEET) WEST OF A 24-INCH DIAMETER
 RY0801'SPRUCE TREE, 2.5 METERS (8.2 FEET) EAST OF A 36-INCH DIAMETER CEDAR
 RY0801'TREE.
 RY0801'THE MARK IS 0.35 METERS  W FROM A WITNESS POST.
 RY0801'THE MARK IS 0.6 M BELOW THE YARD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0776 ***********************************************************************
 RY0776  DESIGNATION -  C 389
 RY0776  PID         -  RY0776
 RY0776  STATE/COUNTY-  ID/IDAHO
 RY0776  USGS QUAD   -  GREYSTONE BUTTE (1994)
 RY0776
 RY0776                         *CURRENT SURVEY CONTROL
 RY0776  ___________________________________________________________________
 RY0776* NAD 83(1986)-  46 27 07.     (N)    115 04 27.     (W)     SCALED    
 RY0776* NAVD 88     -       849.053  (meters)    2785.60   (feet)  ADJUSTED  
 RY0776  ___________________________________________________________________
 RY0776  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 RY0776  DYNAMIC HT  -         848.893 (meters)    2785.08  (feet)  COMP
 RY0776  MODELED GRAV-     980,399.9   (mgal)                       NAVD 88
 RY0776
 RY0776  VERT ORDER  -  FIRST     CLASS II
 RY0776
 RY0776.The horizontal coordinates were scaled from a topographic map and have
 RY0776.an estimated accuracy of +/- 6 seconds.
 RY0776
 RY0776.The orthometric height was determined by differential leveling
 RY0776.and adjusted by the National Geodetic Survey in June 1991..
 RY0776
 RY0776.The geoid height was determined by GEOID03.
 RY0776
 RY0776.The dynamic height is computed by dividing the NAVD 88
 RY0776.geopotential number by the normal gravity value computed on the
 RY0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0776.degrees latitude (g = 980.6199 gals.).
 RY0776
 RY0776.The modeled gravity was interpolated from observed gravity values.
 RY0776
 RY0776;                    North         East    Units  Estimated Accuracy
 RY0776;SPC ID W     -   531,900.      851,920.      MT  (+/- 180 meters Scaled)
 RY0776
 RY0776                          SUPERSEDED SURVEY CONTROL
 RY0776
 RY0776.No superseded survey control is available for this station.
 RY0776
 RY0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM479460(NAD 83)
 RY0776_MARKER: DB = BENCH MARK DISK
 RY0776_SETTING: 66 = SET IN ROCK OUTCROP
 RY0776_SP_SET: ROCK OUTCROP
 RY0776_STAMPING: C 389 1980
 RY0776_MARK LOGO: NGS   
 RY0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0776+STABILITY: POSITION/ELEVATION WELL
 RY0776
 RY0776  HISTORY     - Date     Condition        Report By
 RY0776  HISTORY     - 1980     MONUMENTED       NGS
 RY0776
 RY0776                          STATION DESCRIPTION
 RY0776
 RY0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0776'30.2 KM (18.8 MI) NE FROM LOCHSA RANGER STATION.
 RY0776'30.2 KILOMETERS (18.8 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0776'LOCHSA RANGER STATION, 0.3 KILOMETER (0.2 MILE) SOUTHEAST OF SADDLE
 RY0776'CAMP ROAD (U.S. FOREST SERVICE ROAD 107), 0.25 KILOMETER (0.15
 RY0776'MILE) NORTHWEST OF HIGHWAY MILEPOST 140, SET IN TOP OF A SLOPING
 RY0776'GRANITE OUTCROP AT THE SOUTHEAST END OF A SHORT BEDROCK HIGHWAY CUT,
 RY0776'8.1 METERS (26.6 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 RY0776'97.5 METERS (320 FEET) NORTHWEST ACROSS THE HIGHWAY FROM THE NORTHWEST
 RY0776'END OF A STEEL GUARDRAIL AT THE NORTHWEST END OF A HIGHWAY CURVE, 7.6
 RY0776'METERS (25.0 FEET) NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 RY0776'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 RY0776'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0071 ***********************************************************************
 QA0071  DESIGNATION -  C 39
 QA0071  PID         -  QA0071
 QA0071  STATE/COUNTY-  ID/CUSTER
 QA0071  USGS QUAD   -  CLAYTON (1980)
 QA0071
 QA0071                         *CURRENT SURVEY CONTROL
 QA0071  ___________________________________________________________________
 QA0071* NAD 83(1986)-  44 15 39.     (N)    114 24 44.     (W)     SCALED    
 QA0071* NAVD 88     -      1662.493  (meters)    5454.36   (feet)  ADJUSTED  
 QA0071  ___________________________________________________________________
 QA0071  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 QA0071  DYNAMIC HT  -        1661.541 (meters)    5451.24  (feet)  COMP
 QA0071  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 QA0071
 QA0071  VERT ORDER  -  SECOND    CLASS 0
 QA0071
 QA0071.The horizontal coordinates were scaled from a topographic map and have
 QA0071.an estimated accuracy of +/- 6 seconds.
 QA0071
 QA0071.The orthometric height was determined by differential leveling
 QA0071.and adjusted by the National Geodetic Survey in June 1991..
 QA0071
 QA0071.The geoid height was determined by GEOID03.
 QA0071
 QA0071.The dynamic height is computed by dividing the NAVD 88
 QA0071.geopotential number by the normal gravity value computed on the
 QA0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0071.degrees latitude (g = 980.6199 gals.).
 QA0071
 QA0071.The modeled gravity was interpolated from observed gravity values.
 QA0071
 QA0071;                    North         East    Units  Estimated Accuracy
 QA0071;SPC ID C     -   288,260.      467,080.      MT  (+/- 180 meters Scaled)
 QA0071
 QA0071                          SUPERSEDED SURVEY CONTROL
 QA0071
 QA0071  NGVD 29 (??/??/92) 1661.227  (m)         5450.21   (f) ADJ UNCH    2 0
 QA0071
 QA0071.Superseded values are not recommended for survey control.
 QA0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0071.See file dsdata.txt to determine how the superseded data were derived.
 QA0071
 QA0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK065041(NAD 83)
 QA0071_MARKER: DB = BENCH MARK DISK
 QA0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0071_SP_SET: ABUTMENT
 QA0071_STAMPING: C-39 1934
 QA0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QA0071+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 QA0071
 QA0071  HISTORY     - Date     Condition        Report By
 QA0071  HISTORY     - 1934     MONUMENTED       CGS
 QA0071  HISTORY     - 1955     MARK NOT FOUND   NGS
 QA0071  HISTORY     - 20000620 GOOD             IDTD
 QA0071
 QA0071                          STATION DESCRIPTION
 QA0071
 QA0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QA0071'0.7 MI W FROM CLAYTON.
 QA0071'0.7 MILES WEST OF CLAYTON POST OFFICE ALONG U.S. HIGHWAY NO. 93.
 QA0071'TABLET SET IN TOP OF EAST END OF SOUTH ABUTMENT OF FIRST STEEL HIGHWAY
 QA0071'BRIDGE WEST OF CLAYTON OVER THE SALMON RIVER.  OLD ROAD.
 QA0071
 QA0071                          STATION RECOVERY (1955)
 QA0071
 QA0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QA0071'MARK NOT FOUND.
 QA0071
 QA0071                          STATION RECOVERY (2000)
 QA0071
 QA0071'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (JAK)
 QA0071'ABOUT 1.1 KM W OF CLAYTON POST OFFICE ALONG STATE HIGHWAY 75, ON THE S
 QA0071'SIDE OF THE SALMON RIVER, IN THE TOP OF THE E END OF THE S ABUTMENT OF
 QA0071'THE OLD BRIDGE, WHICH NO LONGER EXISTS.  THERE IS NO DIRECT ACCESS TO
 QA0071'THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0747 ***********************************************************************
 RY0747  DESIGNATION -  C 390
 RY0747  PID         -  RY0747
 RY0747  STATE/COUNTY-  ID/IDAHO
 RY0747  USGS QUAD   -  SYRINGA (1994)
 RY0747
 RY0747                         *CURRENT SURVEY CONTROL
 RY0747  ___________________________________________________________________
 RY0747* NAD 83(1986)-  46 08 15.     (N)    115 37 48.     (W)     SCALED    
 RY0747* NAVD 88     -       448.217  (meters)    1470.53   (feet)  ADJUSTED  
 RY0747  ___________________________________________________________________
 RY0747  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 RY0747  DYNAMIC HT  -         448.163 (meters)    1470.35  (feet)  COMP
 RY0747  MODELED GRAV-     980,483.0   (mgal)                       NAVD 88
 RY0747
 RY0747  VERT ORDER  -  FIRST     CLASS II
 RY0747
 RY0747.The horizontal coordinates were scaled from a topographic map and have
 RY0747.an estimated accuracy of +/- 6 seconds.
 RY0747
 RY0747.The orthometric height was determined by differential leveling
 RY0747.and adjusted by the National Geodetic Survey in June 1991..
 RY0747
 RY0747.The geoid height was determined by GEOID03.
 RY0747
 RY0747.The dynamic height is computed by dividing the NAVD 88
 RY0747.geopotential number by the normal gravity value computed on the
 RY0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0747.degrees latitude (g = 980.6199 gals.).
 RY0747
 RY0747.The modeled gravity was interpolated from observed gravity values.
 RY0747
 RY0747;                    North         East    Units  Estimated Accuracy
 RY0747;SPC ID W     -   496,730.      809,270.      MT  (+/- 180 meters Scaled)
 RY0747
 RY0747                          SUPERSEDED SURVEY CONTROL
 RY0747
 RY0747.No superseded survey control is available for this station.
 RY0747
 RY0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM058102(NAD 83)
 RY0747_MARKER: DB = BENCH MARK DISK
 RY0747_SETTING: 66 = SET IN ROCK OUTCROP
 RY0747_SP_SET: ROCK OUTCROP
 RY0747_STAMPING: C 390 1980
 RY0747_MARK LOGO: NGS   
 RY0747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0747+STABILITY: POSITION/ELEVATION WELL
 RY0747
 RY0747  HISTORY     - Date     Condition        Report By
 RY0747  HISTORY     - 1980     MONUMENTED       NGS
 RY0747
 RY0747                          STATION DESCRIPTION
 RY0747
 RY0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0747'2.9 KM (1.85 MI) SW FROM LOWELL.
 RY0747'2.9 KILOMETERS (1.85 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0747'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.4
 RY0747'KILOMETER (0.25 MILE) WEST OF WILD GOOSE CAMPGROUND, 0.2 KILOMETER
 RY0747'(0.1 MILE) SOUTHEAST OF HIGHWAY MILEPOST 95, SET IN TOP OF A SLOPING
 RY0747'AREA OF GRANITE IN A 30-METER (100-FOOT) EXPOSED BEDROCK HIGHWAY CUT,
 RY0747'7.6 METERS (25.0 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 RY0747'23.6 METERS (77.5 FEET) SOUTHEAST OF THE TOP CENTER OF THE NORTHEAST
 RY0747'END OF A 60-CENTIMETER (24-INCH) DIAMETER STEEL PIPE CULVERT UNDER
 RY0747'THE HIGHWAY, 19.2 METERS (63.0 FEET) EAST ACROSS THE HIGHWAY FROM A
 RY0747'25-CENTIMETER (10-INCH) DIAMETER PONDEROSA PINE TREE.
 RY0747'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 RY0747'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1394 ***********************************************************************
 RZ1394  DESIGNATION -  C 391
 RZ1394  PID         -  RZ1394
 RZ1394  STATE/COUNTY-  ID/LEWIS
 RZ1394  USGS QUAD   -  WOODLAND (1994)
 RZ1394
 RZ1394                         *CURRENT SURVEY CONTROL
 RZ1394  ___________________________________________________________________
 RZ1394* NAD 83(1986)-  46 16 44.     (N)    116 06 08.     (W)     SCALED    
 RZ1394* NAVD 88     -       350.024  (meters)    1148.37   (feet)  ADJUSTED  
 RZ1394  ___________________________________________________________________
 RZ1394  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 RZ1394  DYNAMIC HT  -         349.993 (meters)    1148.27  (feet)  COMP
 RZ1394  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 RZ1394
 RZ1394  VERT ORDER  -  FIRST     CLASS II
 RZ1394
 RZ1394.The horizontal coordinates were scaled from a topographic map and have
 RZ1394.an estimated accuracy of +/- 6 seconds.
 RZ1394
 RZ1394.The orthometric height was determined by differential leveling
 RZ1394.and adjusted by the National Geodetic Survey in June 1991..
 RZ1394
 RZ1394.The geoid height was determined by GEOID03.
 RZ1394
 RZ1394.The dynamic height is computed by dividing the NAVD 88
 RZ1394.geopotential number by the normal gravity value computed on the
 RZ1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1394.degrees latitude (g = 980.6199 gals.).
 RZ1394
 RZ1394.The modeled gravity was interpolated from observed gravity values.
 RZ1394
 RZ1394;                    North         East    Units  Estimated Accuracy
 RZ1394;SPC ID W     -   512,500.      772,860.      MT  (+/- 180 meters Scaled)
 RZ1394
 RZ1394                          SUPERSEDED SURVEY CONTROL
 RZ1394
 RZ1394.No superseded survey control is available for this station.
 RZ1394
 RZ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM691254(NAD 83)
 RZ1394_MARKER: DB = BENCH MARK DISK
 RZ1394_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1394_SP_SET: ROCK OUTCROP
 RZ1394_STAMPING: C 391 1980
 RZ1394_MARK LOGO: NGS   
 RZ1394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1394+STABILITY: POSITION/ELEVATION WELL
 RZ1394
 RZ1394  HISTORY     - Date     Condition        Report By
 RZ1394  HISTORY     - 1980     MONUMENTED       NGS
 RZ1394
 RZ1394                          STATION DESCRIPTION
 RZ1394
 RZ1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1394'10.1 KM (6.3 MI) NW FROM KAMIAH.
 RZ1394'10.1 KILOMETERS (6.3 MILES) NORTHWEST ALONG U.S HIGHWAY 12 FROM THE
 RZ1394'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN
 RZ1394'KAMIAH, 0.5 KILOMETER (0.3 MILE) NORTHWEST OF HIGHWAY MILEPOST 61,
 RZ1394'ACROSS THE HIGHWAY FROM THE SOUTHEAST END OF A PULLOUT, SET IN TOP
 RZ1394'OF A GRANITE OUTCROP IN A BEDROCK HIGHWAY CUT, 7.3 METERS (24.0 FEET)
 RZ1394'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22.9 METERS (75.0 FEET)
 RZ1394'SOUTH ACROSS THE HIGHWAY FROM A LONE 30-CENTIMETER (12-INCH) DIAMETER
 RZ1394'PONDEROSA PINE TREE NEAR THE CENTER OF THE PULLOUT, 19.8 METERS (65.0
 RZ1394'FEET) WEST ACROSS THE HIGHWAY FROM THE NORTH ONE OF TWO LONE PONDEROSA
 RZ1394'PINE TREE AT THE SOUTHEAST END OF THE PULLOUT.
 RZ1394'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 RZ1394'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1915 ***********************************************************************
 RZ1915  DESIGNATION -  C 392 RESET
 RZ1915  PID         -  RZ1915
 RZ1915  STATE/COUNTY-  ID/CLEARWATER
 RZ1915  USGS QUAD   -  AHSAHKA (1994)
 RZ1915
 RZ1915                         *CURRENT SURVEY CONTROL
 RZ1915  ___________________________________________________________________
 RZ1915* NAD 83(1986)-  46 30 03.     (N)    116 19 50.     (W)     SCALED    
 RZ1915* NAVD 88     -       300.85   (meters)     987.0    (feet)  RESET     
 RZ1915  ___________________________________________________________________
 RZ1915  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 RZ1915
 RZ1915  VERT ORDER  -  THIRD
 RZ1915
 RZ1915.The horizontal coordinates were scaled from a topographic map and have
 RZ1915.an estimated accuracy of +/- 6 seconds.
 RZ1915
 RZ1915.The orthometric height was computed from unverified reset data.
 RZ1915.No vertical observational check was made to the station.
 RZ1915
 RZ1915.The geoid height was determined by GEOID03.
 RZ1915
 RZ1915;                    North         East    Units  Estimated Accuracy
 RZ1915;SPC ID W     -   537,270.      755,440.      MT  (+/- 180 meters Scaled)
 RZ1915
 RZ1915                          SUPERSEDED SURVEY CONTROL
 RZ1915
 RZ1915.No superseded survey control is available for this station.
 RZ1915
 RZ1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM513499(NAD 83)
 RZ1915_MARKER: DV = VERTICAL CONTROL DISK
 RZ1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1915_SP_SET: CONCRETE POST
 RZ1915_STAMPING: C 392 RESET 1993
 RZ1915_MARK LOGO: NGS   
 RZ1915_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1915+STABILITY: SURFACE MOTION
 RZ1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1915+SATELLITE: SATELLITE OBSERVATIONS - 1993
 RZ1915
 RZ1915  HISTORY     - Date     Condition        Report By
 RZ1915  HISTORY     - 1993     MONUMENTED       IDTD
 RZ1915
 RZ1915                          STATION DESCRIPTION
 RZ1915
 RZ1915'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 1993
 RZ1915'6.5 KM (4.0 MI) NORTHWEST AND WEST OF OROFINO IN THE FRONT OF THE
 RZ1915'LEWIS AND CLARK CANOE CAMPSITE PARK.  FROM THE JUNCTION OF U.S.
 RZ1915'HIGHWAY 12 AND STATE ROUTE 7 IN OROFINO.  GO NORTHWEST AND WEST ON
 RZ1915'U.S. HIGHWAY 12 FOR 6.6 KM (4.1 MI) TO THE MARK ON THE RIGHT IN A
 RZ1915'GRASSY AREA BETWEEN THE EAST AND WEST ENTRANCE ROADS TO THE PARK.
 RZ1915'LOCATED 7.4 M (24.3 FT) NORTH OF THE PAINTED CENTERLINE OF THE WEST
 RZ1915'BOUND LANES, 23.3 M (76.4 FT) EAST OF THE APPROXIMATE CENTER OF THE
 RZ1915'WEST ENTRANCE ROAD TO THE PARK, 24.0 M (78.7 FT) WEST OF THE
 RZ1915'APPROXIMATE CENTER OF THE EAST ENTRANCE ROAD TO THE PARK, 3.3 M (10.8
 RZ1915'FT) NORTH OF NORTH CURB AND 0.8 M (2.6 FT) SOUTH OF A POLE FENCE AND
 RZ1915'A ITD FIBERGLASS WITNESS POST, SET FLUSH WITH THE GROUND SURFACE AND
 RZ1915'TO A DEPTH OF 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1348 ***********************************************************************
 RZ1348  DESIGNATION -  C 393
 RZ1348  PID         -  RZ1348
 RZ1348  STATE/COUNTY-  ID/NEZ PERCE
 RZ1348  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ1348
 RZ1348                         *CURRENT SURVEY CONTROL
 RZ1348  ___________________________________________________________________
 RZ1348* NAD 83(1986)-  46 26 19.     (N)    116 59 11.     (W)     SCALED    
 RZ1348* NAVD 88     -       306.856  (meters)    1006.74   (feet)  ADJUSTED  
 RZ1348  ___________________________________________________________________
 RZ1348  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 RZ1348  DYNAMIC HT  -         306.849 (meters)    1006.72  (feet)  COMP
 RZ1348  MODELED GRAV-     980,586.6   (mgal)                       NAVD 88
 RZ1348
 RZ1348  VERT ORDER  -  FIRST     CLASS II
 RZ1348
 RZ1348.The horizontal coordinates were scaled from a topographic map and have
 RZ1348.an estimated accuracy of +/- 6 seconds.
 RZ1348
 RZ1348.The orthometric height was determined by differential leveling
 RZ1348.and adjusted by the National Geodetic Survey in June 1991..
 RZ1348
 RZ1348.The geoid height was determined by GEOID03.
 RZ1348
 RZ1348.The dynamic height is computed by dividing the NAVD 88
 RZ1348.geopotential number by the normal gravity value computed on the
 RZ1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1348.degrees latitude (g = 980.6199 gals.).
 RZ1348
 RZ1348.The modeled gravity was interpolated from observed gravity values.
 RZ1348
 RZ1348;                    North         East    Units  Estimated Accuracy
 RZ1348;SPC ID W     -   530,930.      704,990.      MT  (+/- 180 meters Scaled)
 RZ1348
 RZ1348                          SUPERSEDED SURVEY CONTROL
 RZ1348
 RZ1348.No superseded survey control is available for this station.
 RZ1348
 RZ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM010427(NAD 83)
 RZ1348_MARKER: DB = BENCH MARK DISK
 RZ1348_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1348_SP_SET: SET IN ROCK OUTCROP
 RZ1348_STAMPING: C 393 1980
 RZ1348_MARK LOGO: NGS   
 RZ1348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1348+STABILITY: POSITION/ELEVATION WELL
 RZ1348
 RZ1348  HISTORY     - Date     Condition        Report By
 RZ1348  HISTORY     - 1980     MONUMENTED       NGS
 RZ1348  HISTORY     - 1980     GOOD             NGS
 RZ1348  HISTORY     - 1982     GOOD             NGS
 RZ1348
 RZ1348                          STATION DESCRIPTION
 RZ1348
 RZ1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1348'2.3 KM (1.45 MI) NORTH FROM LEWISTON.
 RZ1348'2.3 KILOMETERS (1.45 MILES) NORTH ALONG NEW U.S. HIGHWAY 95 FROM
 RZ1348'THE NORTH END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN
 RZ1348'LEWISTON, ON THE INSIDE OF A LONG HIGHWAY CURVE, SET IN TOP OF A
 RZ1348'ROCK OUTCROP IN A BEDROCK HIGHWAY CUT, 16.2 METERS (53.2 FEET)
 RZ1348'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 44.2 METERS (145 FEET)
 RZ1348'WEST ACROSS THE HIGHWAY FROM THE SOUTHWEST END OF A STEEL GUARDRAIL,
 RZ1348'42.7 METERS (140 FEET) SOUTHWEST OF THE NORTHWEST LEG OF A SIGN
 RZ1348'FOR A RUNAWAY VEHICLE RAMP.
 RZ1348'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RZ1348'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RZ1348
 RZ1348                          STATION RECOVERY (1980)
 RZ1348
 RZ1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ1348'2.3 KILOMETERS (1.45 MILES) NORTH ALONG NEW U.S. HIGHWAY 95 FROM
 RZ1348'THE NORTH END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN
 RZ1348'LEWISTON, ON THE INSIDE OF A LONG HIGHWAY CURVE, SET IN TOP OF A
 RZ1348'ROCK OUTCROP IN A BEDROCK HIGHWAY CUT, 16.2 METERS (53.2 FEET)
 RZ1348'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 44.2 METERS (145 FEET)
 RZ1348'WEST ACROSS THE HIGHWAY FROM THE SOUTHWEST END OF A STEEL GUARDRAIL,
 RZ1348'42.7 METERS (140 FEET) SOUTHWEST OF THE NORTHWEST LEG OF A SIGN
 RZ1348'FOR A RUNAWAY VEHICLE RAMP.
 RZ1348'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RZ1348'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RZ1348
 RZ1348                          STATION RECOVERY (1982)
 RZ1348
 RZ1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0218 ***********************************************************************
 NV0218  DESIGNATION -  C 4
 NV0218  PID         -  NV0218
 NV0218  STATE/COUNTY-  ID/GOODING
 NV0218  USGS QUAD   -  GOODING BUTTE (1992)
 NV0218
 NV0218                         *CURRENT SURVEY CONTROL
 NV0218  ___________________________________________________________________
 NV0218* NAD 83(1992)-  42 55 42.85110(N)    114 49 40.20559(W)     ADJUSTED  
 NV0218* NAVD 88     -      1037.461  (meters)    3403.74   (feet)  ADJUSTED  
 NV0218  ___________________________________________________________________
 NV0218  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 NV0218  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 NV0218  DYNAMIC HT  -        1036.971 (meters)    3402.13  (feet)  COMP
 NV0218  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 NV0218
 NV0218  HORZ ORDER  -  THIRD
 NV0218  VERT ORDER  -  FIRST     CLASS II
 NV0218
 NV0218.The horizontal coordinates were established by classical geodetic methods
 NV0218.and adjusted by the National Geodetic Survey in July 1992..
 NV0218
 NV0218.The orthometric height was determined by differential leveling
 NV0218.and adjusted by the National Geodetic Survey in June 1991..
 NV0218
 NV0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0218
 NV0218.The geoid height was determined by GEOID03.
 NV0218
 NV0218.The dynamic height is computed by dividing the NAVD 88
 NV0218.geopotential number by the normal gravity value computed on the
 NV0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0218.degrees latitude (g = 980.6199 gals.).
 NV0218
 NV0218.The modeled gravity was interpolated from observed gravity values.
 NV0218
 NV0218;                    North         East     Units Scale Factor Converg.
 NV0218;SPC ID C     -   140,496.158   432,422.784   MT  1.00000353   -0 33 49.9
 NV0218;UTM  11      - 4,755,171.691   677,257.691   MT  0.99998655   +1 28 47.3
 NV0218
 NV0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0218!SPC ID C     -   0.99983972  x   1.00000353  =   0.99984325
 NV0218!UTM  11      -   0.99983972  x   0.99998655  =   0.99982627
 NV0218
 NV0218:                Primary Azimuth Mark                     Grid Az
 NV0218:SPC ID C     -  GOODING RESET                            107 49 43.7
 NV0218:UTM  11      -  GOODING RESET                            105 47 06.5
 NV0218
 NV0218|---------------------------------------------------------------------|
 NV0218| PID    Reference Object                     Distance      Geod. Az  |
 NV0218|                                                           dddmmss.s |
 NV0218| NV0237 GOODING RESET                       APPROX. 6.5 KM 1071553.8 |
 NV0218|---------------------------------------------------------------------|
 NV0218
 NV0218                          SUPERSEDED SURVEY CONTROL
 NV0218
 NV0218  NAD 83(1986)-  42 55 42.84956(N)    114 49 40.20395(W) AD(       ) 3
 NV0218  NGVD 29 (??/??/92) 1036.625  (m)         3400.99   (f) ADJ UNCH    1 2
 NV0218
 NV0218.Superseded values are not recommended for survey control.
 NV0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0218.See file dsdata.txt to determine how the superseded data were derived.
 NV0218
 NV0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH7725855172(NAD 83)
 NV0218_MARKER: H = DRILL HOLE
 NV0218_SETTING: 0 = UNSPECIFIED SETTING
 NV0218_SP_SET: LAVA POST
 NV0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0218
 NV0218  HISTORY     - Date     Condition        Report By
 NV0218  HISTORY     - 1947     MONUMENTED       USGS
 NV0218  HISTORY     - 1934     GOOD             NGS
 NV0218  HISTORY     - 1983     GOOD             NGS
 NV0218
 NV0218                          STATION DESCRIPTION
 NV0218
 NV0218'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NV0218'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY LEVEL LINE NO. 39, AS
 NV0218'FOLLOWS
 NV0218'
 NV0218'ABOUT 6.2 MI. E. ALONG THE UNION PACIFIC RAILROAD FROM THE WATER TANK
 NV0218'AT BLISS, GOODING COUNTY, AT FULLER, 54 FT. S. OF THE STATION SIGN, 61
 NV0218'FT. S. OF THE CENTERLINE OF TRACK, 39 FT. N. OF THE RIGHT-OF-WAY
 NV0218'FENCE, 4 FT. N. OF A ROW OF POLES, NEAR A WHITE WOODEN WITNESS POST,
 NV0218'AND ABOUT 6 FT. LOWER THAN THE TRACK.  THE BOTTOM OF A SQUARE HOLE IN
 NV0218'THE TOP OF A BLACK LAVA POST LETTERED ---USBM--- AND PROJECTING ABOUT
 NV0218'8 IN. ABOVE GROUND.
 NV0218'
 NV0218'NOTE BY USGS, 1947--BENCH MARK FOUND AS DESCRIBED.
 NV0218'
 NV0218'TO REACH FROM GOODING POST OFFICE, DRIVE S. ON THE MAIN STREET 1.2 MI.
 NV0218'TO THE JUNCTION OF STATE HIGHWAYS 24 AND 25, TURN RIGHT (W.) ON STATE
 NV0218'HIGHWAY 24 FOR 6.05 MI. TO A DIM RD. TO RIGHT UNDER A TELEPHONE POLE
 NV0218'LINE, TURN RIGHT (N.) 0.25 MI. TO RD. FORKS, TAKE RIGHT FORK 0.1 MI.
 NV0218'TO RD. FORKS, TURN LEFT (N.) THROUGH A GATE IN FENCE AND TURN RIGHT
 NV0218'(E.) 0.05 MI. TO STATION.
 NV0218'
 NV0218'STATION MARK--A BLACK LAVA POST LETTERED ---USBM---, PROJECTING 8 IN.
 NV0218'ABOVE GROUND.
 NV0218
 NV0218                          STATION RECOVERY (1934)
 NV0218
 NV0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NV0218'6.2 MI E FROM BLISS.
 NV0218'6.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER TANK AT
 NV0218'BLISS, GOODING COUNTY, AT FULLER, 54 FEET SOUTH OF THE STATION SIGN,
 NV0218'61 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 39 FEET NORTH OF THE
 NV0218'RIGHT-OF-WAY FENCE, 4 FEET NORTH OF A ROW OF POLES, NEAR A WHITE
 NV0218'WOODEN WITNESS POST, AND 6 FEET LOWER THAN THE TRACK.  THE BOTTOM OF A
 NV0218'SQUARE HOLE IN THE TOP OF A BLACK LAVA POST, LETTERED U.S.B.M. AND
 NV0218'PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 NV0218
 NV0218                          STATION RECOVERY (1983)
 NV0218
 NV0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0758 ***********************************************************************
 RY0758  DESIGNATION -  C 402
 RY0758  PID         -  RY0758
 RY0758  STATE/COUNTY-  ID/IDAHO
 RY0758  USGS QUAD   -  HUCKLEBERRY BUTTE (1994)
 RY0758
 RY0758                         *CURRENT SURVEY CONTROL
 RY0758  ___________________________________________________________________
 RY0758* NAD 83(1986)-  46 21 12.     (N)    115 18 13.     (W)     SCALED    
 RY0758* NAVD 88     -       649.366  (meters)    2130.46   (feet)  ADJUSTED  
 RY0758  ___________________________________________________________________
 RY0758  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 RY0758  DYNAMIC HT  -         649.249 (meters)    2130.08  (feet)  COMP
 RY0758  MODELED GRAV-     980,415.9   (mgal)                       NAVD 88
 RY0758
 RY0758  VERT ORDER  -  FIRST     CLASS II
 RY0758
 RY0758.The horizontal coordinates were scaled from a topographic map and have
 RY0758.an estimated accuracy of +/- 6 seconds.
 RY0758
 RY0758.The orthometric height was determined by differential leveling
 RY0758.and adjusted by the National Geodetic Survey in June 1991..
 RY0758
 RY0758.The geoid height was determined by GEOID03.
 RY0758
 RY0758.The dynamic height is computed by dividing the NAVD 88
 RY0758.geopotential number by the normal gravity value computed on the
 RY0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0758.degrees latitude (g = 980.6199 gals.).
 RY0758
 RY0758.The modeled gravity was interpolated from observed gravity values.
 RY0758
 RY0758;                    North         East    Units  Estimated Accuracy
 RY0758;SPC ID W     -   520,810.      834,360.      MT  (+/- 180 meters Scaled)
 RY0758
 RY0758                          SUPERSEDED SURVEY CONTROL
 RY0758
 RY0758.No superseded survey control is available for this station.
 RY0758
 RY0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM305347(NAD 83)
 RY0758_MARKER: DB = BENCH MARK DISK
 RY0758_SETTING: 66 = SET IN ROCK OUTCROP
 RY0758_SP_SET: ROCK OUTCROP
 RY0758_STAMPING: C 402 1981
 RY0758_MARK LOGO: NGS   
 RY0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0758+STABILITY: POSITION/ELEVATION WELL
 RY0758
 RY0758  HISTORY     - Date     Condition        Report By
 RY0758  HISTORY     - 1981     MONUMENTED       NGS
 RY0758
 RY0758                          STATION DESCRIPTION
 RY0758
 RY0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 RY0758'3.3 KM (2.05 MI) NE FROM LOCHSA RANGER STATION.
 RY0758'3.3 KM (2.05 MI) NORTHEAST ALONG US HIGHWAY 12 FROM THE LOCHSA RANGER
 RY0758'STATION, 0.8 KM (0.5 MI) NORTHEAST OF HIGHWAY MILEPOST 123, IN TOP OF
 RY0758'A GRANITE OUTCROP ON THE OUTSIDE OF A LONG CURVE IN THE HIGHWAY AND AT
 RY0758'THE EAST END OF A SMALL PULLOUT, 38.0 M (127.0 FT) NORTHWEST OF BENCH
 RY0758'MARK R 63 1950 WHICH IS IN THE RIVER, 8.2 M (27.0 FT) NORTHWEST OF THE
 RY0758'CENTERLINE OF THE HIGHWAY.
 RY0758'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RY0758'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1521 ***********************************************************************
 RZ1521  DESIGNATION -  C 403
 RZ1521  PID         -  RZ1521
 RZ1521  STATE/COUNTY-  ID/LEWIS
 RZ1521  USGS QUAD   -  WINCHESTER EAST (1979)
 RZ1521
 RZ1521                         *CURRENT SURVEY CONTROL
 RZ1521  ___________________________________________________________________
 RZ1521* NAD 83(1986)-  46 14 04.     (N)    116 32 08.     (W)     SCALED    
 RZ1521* NAVD 88     -      1175.339  (meters)    3856.09   (feet)  ADJUSTED  
 RZ1521  ___________________________________________________________________
 RZ1521  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 RZ1521  DYNAMIC HT  -        1175.112 (meters)    3855.35  (feet)  COMP
 RZ1521  MODELED GRAV-     980,381.0   (mgal)                       NAVD 88
 RZ1521
 RZ1521  VERT ORDER  -  FIRST     CLASS II
 RZ1521
 RZ1521.The horizontal coordinates were scaled from a topographic map and have
 RZ1521.an estimated accuracy of +/- 6 seconds.
 RZ1521
 RZ1521.The orthometric height was determined by differential leveling
 RZ1521.and adjusted by the National Geodetic Survey in June 1991..
 RZ1521
 RZ1521.The geoid height was determined by GEOID03.
 RZ1521
 RZ1521.The dynamic height is computed by dividing the NAVD 88
 RZ1521.geopotential number by the normal gravity value computed on the
 RZ1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1521.degrees latitude (g = 980.6199 gals.).
 RZ1521
 RZ1521.The modeled gravity was interpolated from observed gravity values.
 RZ1521
 RZ1521;                    North         East    Units  Estimated Accuracy
 RZ1521;SPC ID W     -   507,800.      739,410.      MT  (+/- 180 meters Scaled)
 RZ1521
 RZ1521                          SUPERSEDED SURVEY CONTROL
 RZ1521
 RZ1521.No superseded survey control is available for this station.
 RZ1521
 RZ1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM358202(NAD 83)
 RZ1521_MARKER: DB = BENCH MARK DISK
 RZ1521_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1521_SP_SET: ROCK OUTCROP
 RZ1521_STAMPING: C 403 1982
 RZ1521_MARK LOGO: NGS   
 RZ1521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1521+STABILITY: POSITION/ELEVATION WELL
 RZ1521
 RZ1521  HISTORY     - Date     Condition        Report By
 RZ1521  HISTORY     - 1982     MONUMENTED       NGS
 RZ1521
 RZ1521                          STATION DESCRIPTION
 RZ1521
 RZ1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1521'5.5 KM (3.4 MI) NW FROM CRAIGMONT.
 RZ1521'5.5 KM (3.45 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF
 RZ1521'STATE HIGHWAY 64 IN CRAIGMONT, IN TOP OF THE BOTTOM OF A 1- BY 1-FOOT
 RZ1521'SLOPING SHELF OF GRAY VOLCANIC ROCK OUTCROP, ON THE NORTHWEST CORNER
 RZ1521'OF THE INTERSECTION OF A PAVED ROAD NORTH AND A GRAVEL ROAD LEADING
 RZ1521'SOUTH, 0.35 KM (0.2 MI) EAST OF MILEPOST 276, 27.1 METERS (89 FT)
 RZ1521'NORTH OF THE HIGHWAY CENTERLINE, 28.3 METERS (93 FT) WEST ACROSS THE
 RZ1521'ROAD FROM A TRIANGULAR CONCRETE POST WITH S4647 PAINTED ON ITS SOUTH
 RZ1521'FACE, 11.7 METERS (38.5 FT) WEST OF THE ROAD CENTER.
 RZ1521'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RZ1521'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1528 ***********************************************************************
 RZ1528  DESIGNATION -  C 404
 RZ1528  PID         -  RZ1528
 RZ1528  STATE/COUNTY-  ID/IDAHO
 RZ1528  USGS QUAD   -  CRAIGMONT (1967)
 RZ1528
 RZ1528                         *CURRENT SURVEY CONTROL
 RZ1528  ___________________________________________________________________
 RZ1528* NAD 83(1986)-  46 10 47.     (N)    116 23 51.     (W)     SCALED    
 RZ1528* NAVD 88     -      1068.132  (meters)    3504.36   (feet)  ADJUSTED  
 RZ1528  ___________________________________________________________________
 RZ1528  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 RZ1528  DYNAMIC HT  -        1067.941 (meters)    3503.74  (feet)  COMP
 RZ1528  MODELED GRAV-     980,399.2   (mgal)                       NAVD 88
 RZ1528
 RZ1528  VERT ORDER  -  FIRST     CLASS II
 RZ1528
 RZ1528.The horizontal coordinates were scaled from a topographic map and have
 RZ1528.an estimated accuracy of +/- 6 seconds.
 RZ1528
 RZ1528.The orthometric height was determined by differential leveling
 RZ1528.and adjusted by the National Geodetic Survey in June 1991..
 RZ1528
 RZ1528.The geoid height was determined by GEOID03.
 RZ1528
 RZ1528.The dynamic height is computed by dividing the NAVD 88
 RZ1528.geopotential number by the normal gravity value computed on the
 RZ1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1528.degrees latitude (g = 980.6199 gals.).
 RZ1528
 RZ1528.The modeled gravity was interpolated from observed gravity values.
 RZ1528
 RZ1528;                    North         East    Units  Estimated Accuracy
 RZ1528;SPC ID W     -   501,620.      750,010.      MT  (+/- 180 meters Scaled)
 RZ1528
 RZ1528                          SUPERSEDED SURVEY CONTROL
 RZ1528
 RZ1528.No superseded survey control is available for this station.
 RZ1528
 RZ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM465141(NAD 83)
 RZ1528_MARKER: I = METAL ROD
 RZ1528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1528_SP_SET: STAINLESS STEEL ROD
 RZ1528_STAMPING: C 404 1982
 RZ1528_MARK LOGO: NGS   
 RZ1528_PROJECTION: FLUSH
 RZ1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1528_ROD/PIPE-DEPTH: 2.75 meters
 RZ1528
 RZ1528  HISTORY     - Date     Condition        Report By
 RZ1528  HISTORY     - 1982     MONUMENTED       NGS
 RZ1528
 RZ1528                          STATION DESCRIPTION
 RZ1528
 RZ1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1528'4.1 KM (2.5 MI) NW FROM FERDINAND.
 RZ1528'4.1 KM (2.55 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE CAMAS PRAIRIE
 RZ1528'OVERPASS BRIDGE IN FERDINAND, 1.35 KM (0.85 MI) SOUTH OF THE
 RZ1528'IDAHO-LEWIS COUNTY LINE AND A CONCRETE BRIDGE OVER LAWYER CREEK, 0.4
 RZ1528'KM (0.25 MI) NORTH OF MILEPOST 266, 0.25 KM (0.15 MI) NORTHEAST OF THE
 RZ1528'WOODEN RAILROAD BRIDGE OVER THE HIGHWAY, 0.75 METER (2.5 FT) NORTHWEST
 RZ1528'OF THE SOUTHEAST POLE OF A SPUR POWERLINE CROSSING THE HIGHWAY TO A
 RZ1528'FARM HOUSE, 11.6 METERS (38 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 RZ1528'32.3 METERS (106 FT) NORTHEAST OF THE EXTENDED CENTER OF THE FARM
 RZ1528'HOUSE DRIVEWAY, 18.3 METERS (60 FT) SOUTHWEST OF THE SOUTHWEST END OF
 RZ1528'THE SOUTHEAST CONCRETE HEADWALL FOR A 42-INCH CORRUGATED METAL PIPE
 RZ1528'CULVERT.
 RZ1528'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 RZ1528'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1011 ***********************************************************************
 RA1011  DESIGNATION -  C 405
 RA1011  PID         -  RA1011
 RA1011  STATE/COUNTY-  ID/IDAHO
 RA1011  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA1011
 RA1011                         *CURRENT SURVEY CONTROL
 RA1011  ___________________________________________________________________
 RA1011* NAD 83(1986)-  45 53 17.     (N)    116 12 02.     (W)     SCALED    
 RA1011* NAVD 88     -      1055.087  (meters)    3461.56   (feet)  ADJUSTED  
 RA1011  ___________________________________________________________________
 RA1011  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 RA1011  DYNAMIC HT  -        1054.855 (meters)    3460.80  (feet)  COMP
 RA1011  MODELED GRAV-     980,358.8   (mgal)                       NAVD 88
 RA1011
 RA1011  VERT ORDER  -  FIRST     CLASS II
 RA1011
 RA1011.The horizontal coordinates were scaled from a topographic map and have
 RA1011.an estimated accuracy of +/- 6 seconds.
 RA1011
 RA1011.The orthometric height was determined by differential leveling
 RA1011.and adjusted by the National Geodetic Survey in June 1991..
 RA1011
 RA1011.The geoid height was determined by GEOID03.
 RA1011
 RA1011.The dynamic height is computed by dividing the NAVD 88
 RA1011.geopotential number by the normal gravity value computed on the
 RA1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1011.degrees latitude (g = 980.6199 gals.).
 RA1011
 RA1011.The modeled gravity was interpolated from observed gravity values.
 RA1011
 RA1011;                    North         East    Units  Estimated Accuracy
 RA1011;SPC ID W     -   469,100.      765,030.      MT  (+/- 180 meters Scaled)
 RA1011
 RA1011                          SUPERSEDED SURVEY CONTROL
 RA1011
 RA1011.No superseded survey control is available for this station.
 RA1011
 RA1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL620819(NAD 83)
 RA1011_MARKER: DB = BENCH MARK DISK
 RA1011_SETTING: 80 = SET IN A BOULDER
 RA1011_SP_SET: BOULDER
 RA1011_STAMPING: C 405 1982
 RA1011_MARK LOGO: NGS   
 RA1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1011+STABILITY: SURFACE MOTION
 RA1011
 RA1011  HISTORY     - Date     Condition        Report By
 RA1011  HISTORY     - 1982     MONUMENTED       NGS
 RA1011
 RA1011                          STATION DESCRIPTION
 RA1011
 RA1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1011'6.3 KM (3.9 MI) SW FROM GRANGEVILLE.
 RA1011'6.3 KM (3.95 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE T-JUNCTION OF
 RA1011'STATE HIGHWAY 13 IN GRANGEVILLE, IN TOP OF THE NORTHEAST EDGE OF A
 RA1011'4-BY 6-FOOT FLAT TOP BOULDER PROJECTING 2 FEET ON ITS NORTHWEST SIDE
 RA1011'AND FLUSH WITH THE SURFACE OF THE GROUND ON ITS SOUTHEAST SIDE,
 RA1011'0.35 KM (0.2 MI) NORTHEAST OF MILEPOST 235, 0.37 KM (0.23 MI)
 RA1011'SOUTHWEST OF A POWER LINE CROSSING THE ROAD, 14.9 METERS (49 FT)
 RA1011'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 9.6 METERS (31.5 FT)
 RA1011'NORTHWEST OF A FENCE.
 RA1011'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RA1011'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1037 ***********************************************************************
 RA1037  DESIGNATION -  C 406
 RA1037  PID         -  RA1037
 RA1037  STATE/COUNTY-  ID/IDAHO
 RA1037  USGS QUAD   -  RIGGINS (1964)
 RA1037
 RA1037                         *CURRENT SURVEY CONTROL
 RA1037  ___________________________________________________________________
 RA1037* NAD 83(1986)-  45 28 39.     (N)    116 18 33.     (W)     SCALED    
 RA1037* NAVD 88     -       517.240  (meters)    1696.98   (feet)  ADJUSTED  
 RA1037  ___________________________________________________________________
 RA1037  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 RA1037  DYNAMIC HT  -         517.137 (meters)    1696.64  (feet)  COMP
 RA1037  MODELED GRAV-     980,403.5   (mgal)                       NAVD 88
 RA1037
 RA1037  VERT ORDER  -  FIRST     CLASS II
 RA1037
 RA1037.The horizontal coordinates were scaled from a topographic map and have
 RA1037.an estimated accuracy of +/- 6 seconds.
 RA1037
 RA1037.The orthometric height was determined by differential leveling
 RA1037.and adjusted by the National Geodetic Survey in June 1991..
 RA1037
 RA1037.The geoid height was determined by GEOID03.
 RA1037
 RA1037.The dynamic height is computed by dividing the NAVD 88
 RA1037.geopotential number by the normal gravity value computed on the
 RA1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1037.degrees latitude (g = 980.6199 gals.).
 RA1037
 RA1037.The modeled gravity was interpolated from observed gravity values.
 RA1037
 RA1037;                    North         East    Units  Estimated Accuracy
 RA1037;SPC ID W     -   423,520.      756,280.      MT  (+/- 180 meters Scaled)
 RA1037
 RA1037                          SUPERSEDED SURVEY CONTROL
 RA1037
 RA1037.No superseded survey control is available for this station.
 RA1037
 RA1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL539362(NAD 83)
 RA1037_MARKER: DB = BENCH MARK DISK
 RA1037_SETTING: 66 = SET IN ROCK OUTCROP
 RA1037_SP_SET: ROCK OUTCROP
 RA1037_STAMPING: C 406 1982
 RA1037_MARK LOGO: NGS   
 RA1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1037+STABILITY: POSITION/ELEVATION WELL
 RA1037
 RA1037  HISTORY     - Date     Condition        Report By
 RA1037  HISTORY     - 1982     MONUMENTED       NGS
 RA1037  HISTORY     - 19950621 GOOD             USPSQD
 RA1037
 RA1037                          STATION DESCRIPTION
 RA1037
 RA1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1037'7.2 KM (4.6 MI) NORTH FROM RIGGINS.
 RA1037'7.2 KM (4.6 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 RA1037'RIGGINS, IN TOP OF THE SOUTHEAST EDGE OF A FLAT SLOPING
 RA1037'RECTANGLE-SHAPED OUTCROP IN THE CENTER OF A MASSIVE GRANITE OUTCROP ON
 RA1037'THE NORTHEAST BANK OF THE SALMON RIVER AT THE NORTHWEST END OF A
 RA1037'CURVE, 3.75 KM (2.35 MI) NORTH OF THE NORTH END OF THE STEEL BRIDGE
 RA1037'OVER THE SALMON RIVER, 1.35 KM (0.85 MI) SOUTHEAST OF THE CROSSING OF
 RA1037'FIDDLE CREEK, 0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 200, 19.8 METERS
 RA1037'(65 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 61.6 METERS (202 FT)
 RA1037'SOUTHEAST OF THE SOUTHWEST END OF A 48-INCH CORRUGATED METAL PIPE
 RA1037'CULVERT UNDER THE HIGHWAY FOR CHAIR CREEK, 11.9 METERS (39 FT)
 RA1037'NORTHWEST OF THE SOUTHEAST END OF THE MASSIVE OUTCROP.
 RA1037'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 RA1037'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RA1037
 RA1037                          STATION RECOVERY (1995)
 RA1037
 RA1037'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1061 ***********************************************************************
 RA1061  DESIGNATION -  C 407
 RA1061  PID         -  RA1061
 RA1061  STATE/COUNTY-  ID/ADAMS
 RA1061  USGS QUAD   -  BALLY MOUNTAIN (1963)
 RA1061
 RA1061                         *CURRENT SURVEY CONTROL
 RA1061  ___________________________________________________________________
 RA1061* NAD 83(1986)-  45 04 19.     (N)    116 17 42.     (W)     SCALED    
 RA1061* NAVD 88     -      1168.441  (meters)    3833.46   (feet)  ADJUSTED  
 RA1061  ___________________________________________________________________
 RA1061  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 RA1061  DYNAMIC HT  -        1168.028 (meters)    3832.11  (feet)  COMP
 RA1061  MODELED GRAV-     980,223.7   (mgal)                       NAVD 88
 RA1061
 RA1061  VERT ORDER  -  FIRST     CLASS II
 RA1061
 RA1061.The horizontal coordinates were scaled from a topographic map and have
 RA1061.an estimated accuracy of +/- 6 seconds.
 RA1061
 RA1061.The orthometric height was determined by differential leveling
 RA1061.and adjusted by the National Geodetic Survey in June 1991..
 RA1061
 RA1061.The geoid height was determined by GEOID03.
 RA1061
 RA1061.The dynamic height is computed by dividing the NAVD 88
 RA1061.geopotential number by the normal gravity value computed on the
 RA1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1061.degrees latitude (g = 980.6199 gals.).
 RA1061
 RA1061.The modeled gravity was interpolated from observed gravity values.
 RA1061
 RA1061;                    North         East    Units  Estimated Accuracy
 RA1061;SPC ID W     -   378,450.      757,090.      MT  (+/- 180 meters Scaled)
 RA1061
 RA1061                          SUPERSEDED SURVEY CONTROL
 RA1061
 RA1061.No superseded survey control is available for this station.
 RA1061
 RA1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK554911(NAD 83)
 RA1061_MARKER: I = METAL ROD
 RA1061_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RA1061_SP_SET: STAINLESS STEEL ROD
 RA1061_STAMPING: C 407 1982
 RA1061_MARK LOGO: NGS   
 RA1061_PROJECTION: FLUSH
 RA1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA1061_ROD/PIPE-DEPTH: 9.1  meters
 RA1061
 RA1061  HISTORY     - Date     Condition        Report By
 RA1061  HISTORY     - 1982     MONUMENTED       NGS
 RA1061
 RA1061                          STATION DESCRIPTION
 RA1061
 RA1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1061'11.4 KM (7.1 MI) NORTH FROM NEW MEADOWS.
 RA1061'11.4 KM (7.1 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 RA1061'HIGHWAY 55 IN NEW MEADOWS, 1.65 KM (1.0 MI) SOUTHEAST OF THE
 RA1061'Y-JUNCTION OF BALLY MOUNTAIN ROAD, 1.2 METERS (4 FT) WEST OF THE FIRST
 RA1061'POWER POLE NORTHWEST OF MILEPOST 168, 14.5 METERS (47.5 FT) NORTHEAST
 RA1061'OF THE HIGHWAY CENTERLINE, 34.1 METERS (112 FT) NORTHWEST OF MILEPOST
 RA1061'168, 14.5 METERS (47.5 FT) NORTH OF THE NORTHWEST END OF THE NORTHEAST
 RA1061'HEADWALL FOR A BOX CULVERT, 0.6 METER (2 FT) SOUTHWEST OF THE RIGHT OF
 RA1061'WAY FENCE.
 RA1061'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 RA1061'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1097 ***********************************************************************
 QB1097  DESIGNATION -  C 408
 QB1097  PID         -  QB1097
 QB1097  STATE/COUNTY-  ID/ADAMS
 QB1097  USGS QUAD   -  COUNCIL (1986)
 QB1097
 QB1097                         *CURRENT SURVEY CONTROL
 QB1097  ___________________________________________________________________
 QB1097* NAD 83(1986)-  44 43 42.     (N)    116 26 18.     (W)     SCALED    
 QB1097* NAVD 88     -       892.401  (meters)    2927.82   (feet)  ADJUSTED  
 QB1097  ___________________________________________________________________
 QB1097  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 QB1097  DYNAMIC HT  -         892.142 (meters)    2926.97  (feet)  COMP
 QB1097  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 QB1097
 QB1097  VERT ORDER  -  FIRST     CLASS II
 QB1097
 QB1097.The horizontal coordinates were scaled from a topographic map and have
 QB1097.an estimated accuracy of +/- 6 seconds.
 QB1097
 QB1097.The orthometric height was determined by differential leveling
 QB1097.and adjusted by the National Geodetic Survey in June 1991..
 QB1097
 QB1097.The geoid height was determined by GEOID03.
 QB1097
 QB1097.The dynamic height is computed by dividing the NAVD 88
 QB1097.geopotential number by the normal gravity value computed on the
 QB1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1097.degrees latitude (g = 980.6199 gals.).
 QB1097
 QB1097.The modeled gravity was interpolated from observed gravity values.
 QB1097
 QB1097;                    North         East    Units  Estimated Accuracy
 QB1097;SPC ID W     -   340,350.      745,480.      MT  (+/- 180 meters Scaled)
 QB1097
 QB1097                          SUPERSEDED SURVEY CONTROL
 QB1097
 QB1097.No superseded survey control is available for this station.
 QB1097
 QB1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK444529(NAD 83)
 QB1097_MARKER: DB = BENCH MARK DISK
 QB1097_SETTING: 66 = SET IN ROCK OUTCROP
 QB1097_SP_SET: ROCK OUTCROP
 QB1097_STAMPING: C 408 1983
 QB1097_MARK LOGO: NGS   
 QB1097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1097+STABILITY: POSITION/ELEVATION WELL
 QB1097
 QB1097  HISTORY     - Date     Condition        Report By
 QB1097  HISTORY     - 1983     MONUMENTED       NGS
 QB1097
 QB1097                          STATION DESCRIPTION
 QB1097
 QB1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1097'IN COUNCIL.
 QB1097'IN COUNCIL, AT THE SOUTHEAST CORNER OF THE T-JUNCTION OF US HIGHWAY 95
 QB1097'AND CALIFORNIA AVENUE, IN TOP OF AND 2.7 METERS (9 FT) NORTH OF THE
 QB1097'SOUTH END OF A 4-BY 15-FOOT VOLCANIC OUTCROP PROJECTING 2 FEET,
 QB1097'66.4 METERS (218 FT) NORTHEAST ACROSS THE HIGHWAY FROM THE NORTHEAST
 QB1097'CORNER OF THE HIGH SCHOOL, 50.4 METERS (165.5 FT) NORTH OF THE WEST
 QB1097'CORNER OF THE NORTHWEST WING OF THE ADAMS COUNTY ADMINISTRATION
 QB1097'BUILDING, 24.5 METERS (80.5 FT) WEST OF THE NORTHWEST CORNER OF THE
 QB1097'COUNCIL VALLEY LIBRARY, 16.7 METERS (55 FT) EAST OF THE HIGHWAY
 QB1097'CENTERLINE, 8.8 METERS (29 FT) SOUTH OF THE AVENUE CENTERLINE,
 QB1097'6.7 METERS (22 FT) EAST OF THE CENTER OF THE ADAMS COUNTY BUILDING
 QB1097'DRIVEWAY.
 QB1097'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1450 ***********************************************************************
 NU1450  DESIGNATION -  C 409
 NU1450  PID         -  NU1450
 NU1450  STATE/COUNTY-  ID/BANNOCK
 NU1450  USGS QUAD   -  POCATELLO NORTH (1971)
 NU1450
 NU1450                         *CURRENT SURVEY CONTROL
 NU1450  ___________________________________________________________________
 NU1450* NAD 83(1986)-  42 55 14.     (N)    112 28 24.     (W)     SCALED    
 NU1450* NAVD 88     -      1365.384  (meters)    4479.60   (feet)  ADJUSTED  
 NU1450  ___________________________________________________________________
 NU1450  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NU1450  DYNAMIC HT  -        1364.607 (meters)    4477.05  (feet)  COMP
 NU1450  MODELED GRAV-     980,004.0   (mgal)                       NAVD 88
 NU1450
 NU1450  VERT ORDER  -  FIRST     CLASS II
 NU1450
 NU1450.The horizontal coordinates were scaled from a topographic map and have
 NU1450.an estimated accuracy of +/- 6 seconds.
 NU1450
 NU1450.The orthometric height was determined by differential leveling
 NU1450.and adjusted by the National Geodetic Survey in June 1991..
 NU1450
 NU1450.The geoid height was determined by GEOID03.
 NU1450
 NU1450.The dynamic height is computed by dividing the NAVD 88
 NU1450.geopotential number by the normal gravity value computed on the
 NU1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1450.degrees latitude (g = 980.6199 gals.).
 NU1450
 NU1450.The modeled gravity was interpolated from observed gravity values.
 NU1450
 NU1450;                    North         East    Units  Estimated Accuracy
 NU1450;SPC ID E     -   139,320.      174,960.      MT  (+/- 180 meters Scaled)
 NU1450
 NU1450                          SUPERSEDED SURVEY CONTROL
 NU1450
 NU1450  NGVD 29 (08/20/92) 1364.332  (m)         4476.15   (f) ADJUSTED    1 2
 NU1450
 NU1450.Superseded values are not recommended for survey control.
 NU1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1450.See file dsdata.txt to determine how the superseded data were derived.
 NU1450
 NU1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN797530(NAD 83)
 NU1450_MARKER: I = METAL ROD
 NU1450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NU1450_SP_SET: STAINLESS STEEL ROD
 NU1450_STAMPING: C 409 1983
 NU1450_MARK LOGO: NGS   
 NU1450_PROJECTION: FLUSH
 NU1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1450_ROD/PIPE-DEPTH: 3.3  meters
 NU1450
 NU1450  HISTORY     - Date     Condition        Report By
 NU1450  HISTORY     - 1983     MONUMENTED       NGS
 NU1450
 NU1450                          STATION DESCRIPTION
 NU1450
 NU1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1450'7.8 KM (4.85 MI) NORTH FROM POCATELLO.
 NU1450'6.7 KM (4.15 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU1450'RAILROAD STATION IN POCATELL0, THENCE 1.1 KM (0.7 MI) WEST ALONG
 NU1450'CHUBBUCK ROAD, AT THE CROSSING OF THE STUART LATERAL CANAL, 15.0
 NU1450'METERS (49.2 FT) NORTH OF THE CENTERLINE OF THE ROAD, 2.7 METERS (8.9
 NU1450'FT) NORTHEAST OF THE CENTER OF A TRACK ROAD ALONG THE NORTHEAST SIDE
 NU1450'OF THE CANAL, AND 1.3 METERS (4.3 FT) WEST OF A RAILROAD RAIL WITH A
 NU1450'SIGN (U.S. GOVNT PROPERTY NO TRESPASSING).  ACCESS TO THE DATUM POINT
 NU1450'IS THROUGH A 5-INCH LOGO CAP.
 NU1450'THE MARK IS 1.7 METERS  W FROM  A FENCE AND WITNESS POST
 NU1450'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0058 ***********************************************************************
 OZ0058  DESIGNATION -  C 41
 OZ0058  PID         -  OZ0058
 OZ0058  STATE/COUNTY-  ID/BLAINE
 OZ0058  USGS QUAD   -  AMBER LAKES (1967)
 OZ0058
 OZ0058                         *CURRENT SURVEY CONTROL
 OZ0058  ___________________________________________________________________
 OZ0058* NAD 83(1986)-  43 47 44.     (N)    114 26 34.     (W)     SCALED    
 OZ0058* NAVD 88     -      1926.077  (meters)    6319.14   (feet)  ADJUSTED  
 OZ0058  ___________________________________________________________________
 OZ0058  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 OZ0058  DYNAMIC HT  -        1924.837 (meters)    6315.07  (feet)  COMP
 OZ0058  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 OZ0058
 OZ0058  VERT ORDER  -  SECOND    CLASS 0
 OZ0058
 OZ0058.The horizontal coordinates were scaled from a topographic map and have
 OZ0058.an estimated accuracy of +/- 6 seconds.
 OZ0058
 OZ0058.The orthometric height was determined by differential leveling
 OZ0058.and adjusted by the National Geodetic Survey in June 1991..
 OZ0058
 OZ0058.The geoid height was determined by GEOID03.
 OZ0058
 OZ0058.The dynamic height is computed by dividing the NAVD 88
 OZ0058.geopotential number by the normal gravity value computed on the
 OZ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0058.degrees latitude (g = 980.6199 gals.).
 OZ0058
 OZ0058.The modeled gravity was interpolated from observed gravity values.
 OZ0058
 OZ0058;                    North         East    Units  Estimated Accuracy
 OZ0058;SPC ID C     -   236,580.      464,370.      MT  (+/- 180 meters Scaled)
 OZ0058
 OZ0058                          SUPERSEDED SURVEY CONTROL
 OZ0058
 OZ0058  NGVD 29 (??/??/92) 1924.751  (m)         6314.79   (f) ADJ UNCH    2 0
 OZ0058
 OZ0058.Superseded values are not recommended for survey control.
 OZ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0058.See file dsdata.txt to determine how the superseded data were derived.
 OZ0058
 OZ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ057523(NAD 83)
 OZ0058_MARKER: DB = BENCH MARK DISK
 OZ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0058_STAMPING: C 41 1934
 OZ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0058+STABILITY: SURFACE MOTION
 OZ0058
 OZ0058  HISTORY     - Date     Condition        Report By
 OZ0058  HISTORY     - 1934     MONUMENTED       CGS
 OZ0058  HISTORY     - 1955     GOOD             NGS
 OZ0058
 OZ0058                          STATION DESCRIPTION
 OZ0058
 OZ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0058'9.0 MI NW FROM KETCHUM.
 OZ0058'9.0 MILES NORTHWEST ALONG NEW U.S. HIGHWAY 93 FROM THE OREGON SHORT
 OZ0058'LINE RAILROAD STATION AT KETCHUM, BLAINE COUNTY, 0.6 MILE NORTHEAST OF
 OZ0058'CAMP STERMAN, 255 FEET SOUTHEAST OF A LONE 4-FOOT PINE TREE LEANING
 OZ0058'SLIGHTLY TO THE NORTHEAST AT THE CENTER OF A ROCKY FLAT, 180 FEET EAST
 OZ0058'OF RIGHT-OF-WAY POST 50, 54 FEET SOUTHEAST OF THE CENTERLINE OF THE
 OZ0058'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0751 ***********************************************************************
 PY0751  DESIGNATION -  C 410
 PY0751  PID         -  PY0751
 PY0751  STATE/COUNTY-  ID/FREMONT
 PY0751  USGS QUAD   -  LOOKOUT BUTTE (1965)
 PY0751
 PY0751                         *CURRENT SURVEY CONTROL
 PY0751  ___________________________________________________________________
 PY0751* NAD 83(1986)-  44 07 56.     (N)    111 26 04.     (W)     SCALED    
 PY0751* NAVD 88     -      1689.996  (meters)    5544.60   (feet)  ADJUSTED  
 PY0751  ___________________________________________________________________
 PY0751  GEOID HEIGHT-         -10.25  (meters)                     GEOID03
 PY0751  DYNAMIC HT  -        1689.085 (meters)    5541.61  (feet)  COMP
 PY0751  MODELED GRAV-     980,019.3   (mgal)                       NAVD 88
 PY0751
 PY0751  VERT ORDER  -  FIRST     CLASS II
 PY0751
 PY0751.The horizontal coordinates were scaled from a topographic map and have
 PY0751.an estimated accuracy of +/- 6 seconds.
 PY0751
 PY0751.The orthometric height was determined by differential leveling
 PY0751.and adjusted by the National Geodetic Survey in June 1991..
 PY0751
 PY0751.The geoid height was determined by GEOID03.
 PY0751
 PY0751.The dynamic height is computed by dividing the NAVD 88
 PY0751.geopotential number by the normal gravity value computed on the
 PY0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0751.degrees latitude (g = 980.6199 gals.).
 PY0751
 PY0751.The modeled gravity was interpolated from observed gravity values.
 PY0751
 PY0751;                    North         East    Units  Estimated Accuracy
 PY0751;SPC ID E     -   274,150.      258,600.      MT  (+/- 180 meters Scaled)
 PY0751
 PY0751                          SUPERSEDED SURVEY CONTROL
 PY0751
 PY0751  NGVD 29 (08/20/92) 1688.875  (m)         5540.92   (f) ADJUSTED    1 2
 PY0751
 PY0751.Superseded values are not recommended for survey control.
 PY0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0751.See file dsdata.txt to determine how the superseded data were derived.
 PY0751
 PY0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP652866(NAD 83)
 PY0751_MARKER: DB = BENCH MARK DISK
 PY0751_SETTING: 66 = SET IN ROCK OUTCROP
 PY0751_SP_SET: ROCK OUTCROP
 PY0751_STAMPING: C 410 1983
 PY0751_MARK LOGO: NGS   
 PY0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0751+STABILITY: POSITION/ELEVATION WELL
 PY0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PY0751+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1996
 PY0751
 PY0751  HISTORY     - Date     Condition        Report By
 PY0751  HISTORY     - 1983     MONUMENTED       NGS
 PY0751  HISTORY     - 19960813 GOOD             IDTD
 PY0751
 PY0751                          STATION DESCRIPTION
 PY0751
 PY0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0751'7.5 KM (4.65 MI) NE FROM ASHTON.
 PY0751'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 47 FROM THE UNION PACIFIC
 PY0751'RAILROAD STATION IN ASHTON, THENCE 7.1 KM (4.4 MI) NORTHEASTERLY ALONG
 PY0751'U.S. HIGHWAY 20, IN THE CENTER OF THE SOUTHWEST END OF A 10 BY 25 FT
 PY0751'EXPOSED AREA OF OUTCROPPING BEDROCK, 42.1 METERS (138.1 FT) NORTHEAST
 PY0751'OF THE CENTER OF A DIRT ROAD LEADING SOUTHEAST, 24.6 METERS (80.7 FT)
 PY0751'SOUTHEAST OF THE CENTER OF THE HIGHWAY, AND 17.3 METERS (56.8 FT)
 PY0751'SOUTH-SOUTHEAST OF MILEPOST 365.
 PY0751'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 PY0751'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PY0751
 PY0751                          STATION RECOVERY (1996)
 PY0751
 PY0751'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 PY0751'FROM THE JUNCTION OF US-20 AND STATE HIGHWAY 47 IN ASHTON, PROCEED
 PY0751'NORTH ON US-20 FOR 7.116 KM (4.422 MILES) TO MILEPOST 364.994 AND THE
 PY0751'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0724 ***********************************************************************
 PY0724  DESIGNATION -  C 411
 PY0724  PID         -  PY0724
 PY0724  STATE/COUNTY-  ID/FREMONT
 PY0724  USGS QUAD   -  BIG SPRINGS (1964)
 PY0724
 PY0724                         *CURRENT SURVEY CONTROL
 PY0724  ___________________________________________________________________
 PY0724* NAD 83(1986)-  44 30 02.     (N)    111 20 11.     (W)     SCALED    
 PY0724* NAVD 88     -      1946.305  (meters)    6385.50   (feet)  ADJUSTED  
 PY0724  ___________________________________________________________________
 PY0724  GEOID HEIGHT-          -9.22  (meters)                     GEOID03
 PY0724  DYNAMIC HT  -        1945.233 (meters)    6381.99  (feet)  COMP
 PY0724  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 PY0724
 PY0724  VERT ORDER  -  FIRST     CLASS II
 PY0724
 PY0724.The horizontal coordinates were scaled from a topographic map and have
 PY0724.an estimated accuracy of +/- 6 seconds.
 PY0724
 PY0724.The orthometric height was determined by differential leveling
 PY0724.and adjusted by the National Geodetic Survey in June 1991..
 PY0724
 PY0724.The geoid height was determined by GEOID03.
 PY0724
 PY0724.The dynamic height is computed by dividing the NAVD 88
 PY0724.geopotential number by the normal gravity value computed on the
 PY0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0724.degrees latitude (g = 980.6199 gals.).
 PY0724
 PY0724.The modeled gravity was interpolated from observed gravity values.
 PY0724
 PY0724;                    North         East    Units  Estimated Accuracy
 PY0724;SPC ID E     -   315,150.      266,030.      MT  (+/- 180 meters Scaled)
 PY0724
 PY0724                          SUPERSEDED SURVEY CONTROL
 PY0724
 PY0724  NGVD 29 (08/20/92) 1945.112  (m)         6381.59   (f) ADJUSTED    1 2
 PY0724
 PY0724.Superseded values are not recommended for survey control.
 PY0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0724.See file dsdata.txt to determine how the superseded data were derived.
 PY0724
 PY0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ732275(NAD 83)
 PY0724_MARKER: DB = BENCH MARK DISK
 PY0724_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PY0724_SP_SET: ABUTMENT
 PY0724_STAMPING: C 411 1983
 PY0724_MARK LOGO: NGS   
 PY0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0724+STABILITY: POSITION/ELEVATION WELL
 PY0724
 PY0724  HISTORY     - Date     Condition        Report By
 PY0724  HISTORY     - 1983     MONUMENTED       NGS
 PY0724
 PY0724                          STATION DESCRIPTION
 PY0724
 PY0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0724'37.3 KM (23.15 MI) SW FROM WEST YELLOWSTONE MONTANA.
 PY0724'37.3 KM (23.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 20 FROM THE MUSEUM
 PY0724'OF THE YELLOWSTONE IN WEST YELLOWSTONE, IN THE TOP OF AND 0.1 METER
 PY0724'(0.3 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 PY0724'HIGHWAY BRIDGE OVER HENRYS FORK OF THE SNAKE RIVER, 13.0 METERS (42.7
 PY0724'FT) NORTH OF THE SOUTH END OF THE BRIDGE, AND 9.4 METERS (30.8 FT)
 PY0724'EAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0724'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1127 ***********************************************************************
 QB1127  DESIGNATION -  C 412
 QB1127  PID         -  QB1127
 QB1127  STATE/COUNTY-  ID/WASHINGTON
 QB1127  USGS QUAD   -  WEISER SOUTH (1951)
 QB1127
 QB1127                         *CURRENT SURVEY CONTROL
 QB1127  ___________________________________________________________________
 QB1127* NAD 83(1986)-  44 11 33.     (N)    116 54 56.     (W)     SCALED    
 QB1127* NAVD 88     -       644.139  (meters)    2113.31   (feet)  ADJUSTED  
 QB1127  ___________________________________________________________________
 QB1127  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 QB1127  DYNAMIC HT  -         643.963 (meters)    2112.74  (feet)  COMP
 QB1127  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 QB1127
 QB1127  VERT ORDER  -  FIRST     CLASS II
 QB1127
 QB1127.The horizontal coordinates were scaled from a topographic map and have
 QB1127.an estimated accuracy of +/- 6 seconds.
 QB1127
 QB1127.The orthometric height was determined by differential leveling
 QB1127.and adjusted by the National Geodetic Survey in June 1991..
 QB1127
 QB1127.The geoid height was determined by GEOID03.
 QB1127
 QB1127.The dynamic height is computed by dividing the NAVD 88
 QB1127.geopotential number by the normal gravity value computed on the
 QB1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1127.degrees latitude (g = 980.6199 gals.).
 QB1127
 QB1127.The modeled gravity was interpolated from observed gravity values.
 QB1127
 QB1127;                    North         East    Units  Estimated Accuracy
 QB1127;SPC ID W     -   281,240.      706,820.      MT  (+/- 180 meters Scaled)
 QB1127
 QB1127                          SUPERSEDED SURVEY CONTROL
 QB1127
 QB1127.No superseded survey control is available for this station.
 QB1127
 QB1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ067932(NAD 83)
 QB1127_MARKER: I = METAL ROD
 QB1127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1127_SP_SET: STAINLESS STEEL ROD
 QB1127_STAMPING: C 412 1983
 QB1127_MARK LOGO: NGS   
 QB1127_PROJECTION: FLUSH
 QB1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1127_ROD/PIPE-DEPTH: 11.0 meters
 QB1127
 QB1127  HISTORY     - Date     Condition        Report By
 QB1127  HISTORY     - 1983     MONUMENTED       NGS
 QB1127  HISTORY     - 19980624 MARK NOT FOUND   IDTD
 QB1127
 QB1127                          STATION DESCRIPTION
 QB1127
 QB1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1127'8.1 KM (5.1 MI) SE FROM WEISER.
 QB1127'0.15 KM (0.1 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 QB1127'WEISER, THENCE 8.0 KM (5.0 MI) SOUTHEAST ALONG US HIGHWAY 95, 0.65 KM
 QB1127'(0.4 MI) NORTHWEST OF MILEPOST 77, ON THE SOUTH CORNER OF THE
 QB1127'T-JUNCTION OF A DIRT ROAD LEADING SOUTH ACROSS THE UNION PACIFIC
 QB1127'RAILROAD, 14.2 METERS (46.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 QB1127'HIGHWAY, 9.9 METERS (32.5 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 10
 QB1127'METERS (33 FT) NORTHEAST OF THE NORTHEAST RAIL, 5.5 METERS (18 FT)
 QB1127'EAST OF THE NORTHEAST POLE OF A POWER LINE CROSSING THE HIGHWAY, 2.7
 QB1127'METERS (9 FT) BELOW THE RAILS.
 QB1127'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 QB1127'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 QB1127
 QB1127                          STATION RECOVERY (1998)
 QB1127
 QB1127'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 QB1127'AFTER A PROLONGED SEARCH THIS MARK WAS NOT FOUND.  THERE HAS BEEN SOME
 QB1127'TYPE OF CONSTRUCTION IN THIS AREA AND THE MARK MIGHT BE BURIED UNDER A
 QB1127'LARGE AMOUNT OF FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0795 ***********************************************************************
 NV0795  DESIGNATION -  C 413
 NV0795  PID         -  NV0795
 NV0795  STATE/COUNTY-  ID/ELMORE
 NV0795  USGS QUAD   -  GLENNS FERRY (1992)
 NV0795
 NV0795                         *CURRENT SURVEY CONTROL
 NV0795  ___________________________________________________________________
 NV0795* NAD 83(1986)-  42 57 35.     (N)    115 17 25.     (W)     SCALED    
 NV0795* NAVD 88     -       792.089  (meters)    2598.71   (feet)  ADJUSTED  
 NV0795  ___________________________________________________________________
 NV0795  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 NV0795  DYNAMIC HT  -         791.764 (meters)    2597.65  (feet)  COMP
 NV0795  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 NV0795
 NV0795  VERT ORDER  -  FIRST     CLASS II
 NV0795
 NV0795.The horizontal coordinates were scaled from a topographic map and have
 NV0795.an estimated accuracy of +/- 6 seconds.
 NV0795
 NV0795.The orthometric height was determined by differential leveling
 NV0795.and adjusted by the National Geodetic Survey in June 1991..
 NV0795
 NV0795.The geoid height was determined by GEOID03.
 NV0795
 NV0795.The dynamic height is computed by dividing the NAVD 88
 NV0795.geopotential number by the normal gravity value computed on the
 NV0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0795.degrees latitude (g = 980.6199 gals.).
 NV0795
 NV0795.The modeled gravity was interpolated from observed gravity values.
 NV0795
 NV0795;                    North         East    Units  Estimated Accuracy
 NV0795;SPC ID W     -   143,730.      837,510.      MT  (+/- 180 meters Scaled)
 NV0795
 NV0795                          SUPERSEDED SURVEY CONTROL
 NV0795
 NV0795.No superseded survey control is available for this station.
 NV0795
 NV0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH394577(NAD 83)
 NV0795_MARKER: I = METAL ROD
 NV0795_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0795_SP_SET: STAINLESS STEEL ROD
 NV0795_STAMPING: C 413 1983
 NV0795_MARK LOGO: NGS   
 NV0795_PROJECTION: FLUSH
 NV0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0795+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 NV0795_ROD/PIPE-DEPTH: 3.3  meters
 NV0795
 NV0795  HISTORY     - Date     Condition        Report By
 NV0795  HISTORY     - 1983     MONUMENTED       NGS
 NV0795  HISTORY     - 20050728 GOOD             JUBENG
 NV0795
 NV0795                          STATION DESCRIPTION
 NV0795
 NV0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0795'0.9 KM (0.6 MI) NE FROM GLENNS FERRY.
 NV0795'0.1 KM (0.05 MI) NORTH ALONG LOGAN STREET FROM THE UNION PACIFIC
 NV0795'RAILROAD STATION AT GLENNS FERRY, THENCE 0.85 KM (0.55 MI) NORTHEAST
 NV0795'ALONG FIRST AVENUE (BUSINESS 84), 44.5 METERS (146 FT) WEST OF THE
 NV0795'CENTER OF THE AVENUE, 101.2 METERS (332 FT) SOUTH-SOUTHWEST OF THE
 NV0795'SOUTHWEST CORNER OF THE OVERPASS BRIDGE OVER INTERSTATE 84, 42.3
 NV0795'METERS (139 FT) SOUTH OF THE CENTER OF THE EAST BOUND OFF RAMP OF
 NV0795'INTERSTATE 84, 31.8 METERS (104.5 FT) NORTH OF THE CENTER OF THE SOUTH
 NV0795'FRONTAGE ROAD, 0.7 METER (2.5 FT) NORTHEAST OF A RIGHT OF WAY FENCE
 NV0795'CORNER POST AND 0.5 METER (1.5 FT) EAST OF THE RIGHT OF WAY FENCE.
 NV0795'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 NV0795'THE MARK IS 1.2 M BELOW THE AVENUE.
 NV0795
 NV0795                          STATION RECOVERY (2005)
 NV0795
 NV0795'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2005 (TRR)
 NV0795'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0821 ***********************************************************************
 NV0821  DESIGNATION -  C 414
 NV0821  PID         -  NV0821
 NV0821  STATE/COUNTY-  ID/LINCOLN
 NV0821  USGS QUAD   -  TUNUPA (1992)
 NV0821
 NV0821                         *CURRENT SURVEY CONTROL
 NV0821  ___________________________________________________________________
 NV0821* NAD 83(1986)-  42 56 00.     (N)    114 33 16.     (W)     SCALED    
 NV0821* NAVD 88     -      1145.741  (meters)    3758.99   (feet)  ADJUSTED  
 NV0821  ___________________________________________________________________
 NV0821  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 NV0821  DYNAMIC HT  -        1145.176 (meters)    3757.13  (feet)  COMP
 NV0821  MODELED GRAV-     980,088.4   (mgal)                       NAVD 88
 NV0821
 NV0821  VERT ORDER  -  FIRST     CLASS II
 NV0821
 NV0821.The horizontal coordinates were scaled from a topographic map and have
 NV0821.an estimated accuracy of +/- 6 seconds.
 NV0821
 NV0821.The orthometric height was determined by differential leveling
 NV0821.and adjusted by the National Geodetic Survey in June 1991..
 NV0821
 NV0821.The geoid height was determined by GEOID03.
 NV0821
 NV0821.The dynamic height is computed by dividing the NAVD 88
 NV0821.geopotential number by the normal gravity value computed on the
 NV0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0821.degrees latitude (g = 980.6199 gals.).
 NV0821
 NV0821.The modeled gravity was interpolated from observed gravity values.
 NV0821
 NV0821;                    North         East    Units  Estimated Accuracy
 NV0821;SPC ID C     -   140,840.      454,740.      MT  (+/- 180 meters Scaled)
 NV0821
 NV0821                          SUPERSEDED SURVEY CONTROL
 NV0821
 NV0821.No superseded survey control is available for this station.
 NV0821
 NV0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH995563(NAD 83)
 NV0821_MARKER: DB = BENCH MARK DISK
 NV0821_SETTING: 66 = SET IN ROCK OUTCROP
 NV0821_SP_SET: ROCK OUTCROP
 NV0821_STAMPING: C 414 1983
 NV0821_MARK LOGO: NGS   
 NV0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0821+STABILITY: POSITION/ELEVATION WELL
 NV0821
 NV0821  HISTORY     - Date     Condition        Report By
 NV0821  HISTORY     - 1983     MONUMENTED       NGS
 NV0821
 NV0821                          STATION DESCRIPTION
 NV0821
 NV0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0821'12.5 KM (7.8 MI) WEST FROM SHOSHONE.
 NV0821'12.5 KM (7.8 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF U.S.
 NV0821'HIGHWAY 93 AT SHOSHONE, IN TOP OF A 3 BY 4 FOOT SHELF OF VOLCANIC ROCK
 NV0821'PROJECTING 2-FEET ABOVE THE BASE OF A BEDROCK CUT, 0.3 KM (0.2 MI)
 NV0821'NORTHEAST OF MILEPOST 158, 11.6 METERS (38 FT) NORTHWEST OF THE
 NV0821'HIGHWAY CENTERLINE AND 48.7 METERS (160 FT) SOUTHWEST OF THE NORTHEAST
 NV0821'END OF THE CUT.
 NV0821'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 NV0821'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1130 ***********************************************************************
 OH1130  DESIGNATION -  C 415
 OH1130  PID         -  OH1130
 OH1130  STATE/COUNTY-  ID/ADA
 OH1130  USGS QUAD   -  BOISE SOUTH (1976)
 OH1130
 OH1130                         *CURRENT SURVEY CONTROL
 OH1130  ___________________________________________________________________
 OH1130* NAD 83(1986)-  43 31 02.     (N)    116 08 40.     (W)     SCALED    
 OH1130* NAVD 88     -       934.591  (meters)    3066.24   (feet)  ADJUSTED  
 OH1130  ___________________________________________________________________
 OH1130  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 OH1130  DYNAMIC HT  -         934.210 (meters)    3064.99  (feet)  COMP
 OH1130  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 OH1130
 OH1130  VERT ORDER  -  FIRST     CLASS II
 OH1130
 OH1130.The horizontal coordinates were scaled from a topographic map and have
 OH1130.an estimated accuracy of +/- 6 seconds.
 OH1130
 OH1130.The orthometric height was determined by differential leveling
 OH1130.and adjusted by the National Geodetic Survey in June 1991..
 OH1130
 OH1130.The geoid height was determined by GEOID03.
 OH1130
 OH1130.The dynamic height is computed by dividing the NAVD 88
 OH1130.geopotential number by the normal gravity value computed on the
 OH1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1130.degrees latitude (g = 980.6199 gals.).
 OH1130
 OH1130.The modeled gravity was interpolated from observed gravity values.
 OH1130
 OH1130;                    North         East    Units  Estimated Accuracy
 OH1130;SPC ID W     -   205,630.      768,110.      MT  (+/- 180 meters Scaled)
 OH1130
 OH1130                          SUPERSEDED SURVEY CONTROL
 OH1130
 OH1130.No superseded survey control is available for this station.
 OH1130
 OH1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ691186(NAD 83)
 OH1130_MARKER: I = METAL ROD
 OH1130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1130_SP_SET: STAINLESS STEEL ROD
 OH1130_STAMPING: C 415 1983
 OH1130_MARK LOGO: NGS   
 OH1130_PROJECTION: FLUSH
 OH1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1130_ROD/PIPE-DEPTH: 1.8  meters
 OH1130
 OH1130  HISTORY     - Date     Condition        Report By
 OH1130  HISTORY     - 1983     MONUMENTED       NGS
 OH1130
 OH1130                          STATION DESCRIPTION
 OH1130
 OH1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1130'11.6 KM (7.2 MI) SE FROM BOISE.
 OH1130'11.6 KM (7.2 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC
 OH1130'RAILROAD STATION AT BOISE, AT THE NORTHEAST POLE OF A POWER LINE SPUR
 OH1130'CROSSING THE ROAD AND ACROSS FROM A SMALL ONE-STORY CONCRETE BUILDING,
 OH1130'12.5 METERS (41 FT) NORTHEAST OF THE ROAD CENTERLINE, 56.0 METERS (184
 OH1130'FT) NORTHWEST OF A DOUBLE POLE POWER TOWER LINE, 35.7 METERS (117 FT)
 OH1130'WEST OF THE NORTHWEST CORNER OF A SMALL WOODEN SHACK, 0.7 METER (2 FT)
 OH1130'SOUTHEAST OF A POWER POLE.
 OH1130'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 OH1130'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1107 ***********************************************************************
 OH1107  DESIGNATION -  C 416
 OH1107  PID         -  OH1107
 OH1107  STATE/COUNTY-  ID/CANYON
 OH1107  USGS QUAD   -  NAMPA (1971)
 OH1107
 OH1107                         *CURRENT SURVEY CONTROL
 OH1107  ___________________________________________________________________
 OH1107* NAD 83(1986)-  43 34 44.     (N)    116 33 45.     (W)     SCALED    
 OH1107* NAVD 88     -       760.379  (meters)    2494.68   (feet)  ADJUSTED  
 OH1107  ___________________________________________________________________
 OH1107  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 OH1107  DYNAMIC HT  -         760.115 (meters)    2493.81  (feet)  COMP
 OH1107  MODELED GRAV-     980,247.2   (mgal)                       NAVD 88
 OH1107
 OH1107  VERT ORDER  -  FIRST     CLASS II
 OH1107
 OH1107.The horizontal coordinates were scaled from a topographic map and have
 OH1107.an estimated accuracy of +/- 6 seconds.
 OH1107
 OH1107.The orthometric height was determined by differential leveling
 OH1107.and adjusted by the National Geodetic Survey in June 1991..
 OH1107
 OH1107.The geoid height was determined by GEOID03.
 OH1107
 OH1107.The dynamic height is computed by dividing the NAVD 88
 OH1107.geopotential number by the normal gravity value computed on the
 OH1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1107.degrees latitude (g = 980.6199 gals.).
 OH1107
 OH1107.The modeled gravity was interpolated from observed gravity values.
 OH1107
 OH1107;                    North         East    Units  Estimated Accuracy
 OH1107;SPC ID W     -   212,730.      734,380.      MT  (+/- 180 meters Scaled)
 OH1107
 OH1107                          SUPERSEDED SURVEY CONTROL
 OH1107
 OH1107.No superseded survey control is available for this station.
 OH1107
 OH1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ353251(NAD 83)
 OH1107_MARKER: DV = VERTICAL CONTROL DISK
 OH1107_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OH1107_SP_SET: STONE LANDING
 OH1107_STAMPING: C 416 1983
 OH1107_MARK LOGO: NGS   
 OH1107_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH1107+STABILITY: POSITION/ELEVATION WELL
 OH1107
 OH1107  HISTORY     - Date     Condition        Report By
 OH1107  HISTORY     - 1983     MONUMENTED       NGS
 OH1107  HISTORY     - 20001031 GOOD             IDTD
 OH1107
 OH1107                          STATION DESCRIPTION
 OH1107
 OH1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1107'IN NAMPA.
 OH1107'IN NAMPA, AT THE NORTH CORNER OF SECOND STREET AND ELEVENTH AVENUE, IN
 OH1107'TOP OF THE STONE LANDING OF THE POST OFFICE AND LEVEL WITH THE TOP
 OH1107'STEP, 14.6 METERS (48 FT) NORTHEAST OF THE NORTHEAST CURB OF SECOND
 OH1107'STREET, 7.3 METERS (24 FT) NORTHWEST OF THE NORTHWEST CURB OF ELEVENTH
 OH1107'AVENUE, 2.4 METERS (8 FT) SOUTHWEST OF THE MAIN ENTRANCE TO THE POST
 OH1107'OFFICE.
 OH1107'THE MARK IS 1.0 M ABOVE THE STREET.
 OH1107
 OH1107                          STATION RECOVERY (2000)
 OH1107
 OH1107'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 OH1107'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT DISK IS A VERTICAL
 OH1107'CONTROL DISK AND NOT A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1078 ***********************************************************************
 OH1078  DESIGNATION -  C 417
 OH1078  PID         -  OH1078
 OH1078  STATE/COUNTY-  ID/PAYETTE
 OH1078  USGS QUAD   -  NYSSA (1965)
 OH1078
 OH1078                         *CURRENT SURVEY CONTROL
 OH1078  ___________________________________________________________________
 OH1078* NAD 83(1986)-  43 58 54.     (N)    116 54 51.     (W)     SCALED    
 OH1078* NAVD 88     -       693.625  (meters)    2275.67   (feet)  ADJUSTED  
 OH1078  ___________________________________________________________________
 OH1078  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 OH1078  DYNAMIC HT  -         693.411 (meters)    2274.97  (feet)  COMP
 OH1078  MODELED GRAV-     980,287.9   (mgal)                       NAVD 88
 OH1078
 OH1078  VERT ORDER  -  FIRST     CLASS II
 OH1078
 OH1078.The horizontal coordinates were scaled from a topographic map and have
 OH1078.an estimated accuracy of +/- 6 seconds.
 OH1078
 OH1078.The orthometric height was determined by differential leveling
 OH1078.and adjusted by the National Geodetic Survey in June 1991..
 OH1078
 OH1078.The geoid height was determined by GEOID03.
 OH1078
 OH1078.The dynamic height is computed by dividing the NAVD 88
 OH1078.geopotential number by the normal gravity value computed on the
 OH1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1078.degrees latitude (g = 980.6199 gals.).
 OH1078
 OH1078.The modeled gravity was interpolated from observed gravity values.
 OH1078
 OH1078;                    North         East    Units  Estimated Accuracy
 OH1078;SPC ID W     -   257,810.      706,600.      MT  (+/- 180 meters Scaled)
 OH1078
 OH1078                          SUPERSEDED SURVEY CONTROL
 OH1078
 OH1078.No superseded survey control is available for this station.
 OH1078
 OH1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ068698(NAD 83)
 OH1078_MARKER: DB = BENCH MARK DISK
 OH1078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OH1078_SP_SET: SIPHON
 OH1078_STAMPING: C 417 1983
 OH1078_MARK LOGO: NGS   
 OH1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1078+STABILITY: SURFACE MOTION
 OH1078
 OH1078  HISTORY     - Date     Condition        Report By
 OH1078  HISTORY     - 1983     MONUMENTED       NGS
 OH1078
 OH1078                          STATION DESCRIPTION
 OH1078
 OH1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1078'3.2 KM (2.0 MI) SOUTH FROM FRUITLAND.
 OH1078'3.2 KM (2.0 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 OH1078'FRUITLAND, AT THE SOUTHWEST CORNER OF NORTHWEST FIRST AVENUE, IN TOP
 OH1078'OF THE NORTHWEST CORNER OF A 4- BY 4-FOOT IRRIGATION SIPHON PROJECTING
 OH1078'1 FOOT, 9.1 METERS (30 FT) WEST OF THE HIGHWAY CENTERLINE, 9.1 METERS
 OH1078'(30 FT) SOUTH OF THE CENTER OF THE AVENUE.
 OH1078'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1500 ***********************************************************************
 OH1500  DESIGNATION -  C 417 RESET
 OH1500  PID         -  OH1500
 OH1500  STATE/COUNTY-  ID/PAYETTE
 OH1500  USGS QUAD   -  NYSSA (1965)
 OH1500
 OH1500                         *CURRENT SURVEY CONTROL
 OH1500  ___________________________________________________________________
 OH1500* NAD 83(1986)-  43 58 54.     (N)    116 54 51.     (W)     SCALED    
 OH1500* NAVD 88     -       693.32   (meters)    2274.7    (feet)  RESET     
 OH1500  ___________________________________________________________________
 OH1500  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 OH1500
 OH1500  VERT ORDER  -  THIRD
 OH1500
 OH1500.The horizontal coordinates were scaled from a topographic map and have
 OH1500.an estimated accuracy of +/- 6 seconds.
 OH1500
 OH1500.The orthometric height was computed from unverified reset data.
 OH1500.No vertical observational check was made to the station.
 OH1500
 OH1500.The geoid height was determined by GEOID03.
 OH1500
 OH1500;                    North         East    Units  Estimated Accuracy
 OH1500;SPC ID W     -   257,810.      706,600.      MT  (+/- 180 meters Scaled)
 OH1500
 OH1500                          SUPERSEDED SURVEY CONTROL
 OH1500
 OH1500.No superseded survey control is available for this station.
 OH1500
 OH1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ068698(NAD 83)
 OH1500_MARKER: DB = BENCH MARK DISK
 OH1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1500_SP_SET: CONCRETE POST
 OH1500_STAMPING: C 417 RESET 1984
 OH1500_MARK LOGO: NGS   
 OH1500_PROJECTION: FLUSH
 OH1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1500+STABILITY: SURFACE MOTION
 OH1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH1500+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 OH1500
 OH1500  HISTORY     - Date     Condition        Report By
 OH1500  HISTORY     - 1984     MONUMENTED       NGS
 OH1500  HISTORY     - 20040323 GOOD             JUBENG
 OH1500
 OH1500                          STATION DESCRIPTION
 OH1500
 OH1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OH1500'3.1 KM (1.95 MI) SOUTH FROM FRUITLAND.
 OH1500'REACH BY GOING SOUTHERLY ON U.S. 95 FROM THE POST OFFICE IN FRUITLAND
 OH1500'1.95 MILE TO THE MARK ON THE RIGHT, 27.9 METERS WEST OF THE
 OH1500'CENTERLINE OF HWY 95, 7.6 METERS SOUTH OF NORTHWEST 1ST ST, 1.0
 OH1500'METERS EAST OF A POWERPOLE, AND 0.5 METERS WEST OF A WITNESS POST.
 OH1500
 OH1500                          STATION RECOVERY (2004)
 OH1500
 OH1500'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2004 (TRR)
 OH1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0843 ***********************************************************************
 OZ0843  DESIGNATION -  C 418
 OZ0843  PID         -  OZ0843
 OZ0843  STATE/COUNTY-  ID/ELMORE
 OZ0843  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0843
 OZ0843                         *CURRENT SURVEY CONTROL
 OZ0843  ___________________________________________________________________
 OZ0843* NAD 83(1986)-  43 02 29.     (N)    115 44 18.     (W)     SCALED    
 OZ0843* NAVD 88     -       932.343  (meters)    3058.86   (feet)  ADJUSTED  
 OZ0843  ___________________________________________________________________
 OZ0843  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 OZ0843  DYNAMIC HT  -         931.961 (meters)    3057.61  (feet)  COMP
 OZ0843  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 OZ0843
 OZ0843  VERT ORDER  -  FIRST     CLASS II
 OZ0843
 OZ0843.The horizontal coordinates were scaled from a topographic map and have
 OZ0843.an estimated accuracy of +/- 6 seconds.
 OZ0843
 OZ0843.The orthometric height was determined by differential leveling
 OZ0843.and adjusted by the National Geodetic Survey in June 1991..
 OZ0843
 OZ0843.The geoid height was determined by GEOID03.
 OZ0843
 OZ0843.The dynamic height is computed by dividing the NAVD 88
 OZ0843.geopotential number by the normal gravity value computed on the
 OZ0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0843.degrees latitude (g = 980.6199 gals.).
 OZ0843
 OZ0843.The modeled gravity was interpolated from observed gravity values.
 OZ0843
 OZ0843;                    North         East    Units  Estimated Accuracy
 OZ0843;SPC ID W     -   152,690.      800,950.      MT  (+/- 180 meters Scaled)
 OZ0843
 OZ0843                          SUPERSEDED SURVEY CONTROL
 OZ0843
 OZ0843.No superseded survey control is available for this station.
 OZ0843
 OZ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH027661(NAD 83)
 OZ0843_MARKER: I = METAL ROD
 OZ0843_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OZ0843+WITH SETTING: INFORMATION.
 OZ0843_SP_SET: SHALLOW-SET METAL ROD
 OZ0843_STAMPING: C 418 1983
 OZ0843_MARK LOGO: NGS   
 OZ0843_MAGNETIC: I = MARKER IS A STEEL ROD
 OZ0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0843
 OZ0843  HISTORY     - Date     Condition        Report By
 OZ0843  HISTORY     - 1983     MONUMENTED       NGS
 OZ0843  HISTORY     - 19840601 GOOD             NGS
 OZ0843
 OZ0843                          STATION DESCRIPTION
 OZ0843
 OZ0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 OZ0843'LOCATION--12.4 KM (7.7 MI) SOUTH OF MOUNTAIN HOME. 12.4 KM (7.7 MI)
 OZ0843'SOUTH ALONG STATE HIGHWAY 51 FROM THE RAILROAD UNDERPASS AT MOUNTAIN
 OZ0843'HOME, AT THE T JUNCTION OF A FENCE LEADING EAST, 14.6 M (48 FT) EAST
 OZ0843'OF THE HIGHWAY CENTERLINE, 0.3 M (1 FT) WEST OF THE T JUNCTION FENCE
 OZ0843'POST.  A SHALLOW-SET METAL ROD SET TO THE DEPTH OF 1.2 M ENCASED IN A
 OZ0843'PIPE FLUSH WITH THE GROUND.  ABOUT LEVEL WITH THE HIGHWAY.  0.6 M
 OZ0843'NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0915 ***********************************************************************
 NV0915  DESIGNATION -  C 419
 NV0915  PID         -  NV0915
 NV0915  STATE/COUNTY-  ID/OWYHEE
 NV0915  USGS QUAD   -  HOLE IN ROCK (1980)
 NV0915
 NV0915                         *CURRENT SURVEY CONTROL
 NV0915  ___________________________________________________________________
 NV0915* NAD 83(1986)-  42 43 48.     (N)    115 53 51.     (W)     SCALED    
 NV0915* NAVD 88     -      1001.627  (meters)    3286.17   (feet)  ADJUSTED  
 NV0915  ___________________________________________________________________
 NV0915  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 NV0915  DYNAMIC HT  -        1001.134 (meters)    3284.55  (feet)  COMP
 NV0915  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 NV0915
 NV0915  VERT ORDER  -  FIRST     CLASS II
 NV0915
 NV0915.The horizontal coordinates were scaled from a topographic map and have
 NV0915.an estimated accuracy of +/- 6 seconds.
 NV0915
 NV0915.The orthometric height was determined by differential leveling
 NV0915.and adjusted by the National Geodetic Survey in June 1991..
 NV0915
 NV0915.The geoid height was determined by GEOID03.
 NV0915
 NV0915.The dynamic height is computed by dividing the NAVD 88
 NV0915.geopotential number by the normal gravity value computed on the
 NV0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0915.degrees latitude (g = 980.6199 gals.).
 NV0915
 NV0915.The modeled gravity was interpolated from observed gravity values.
 NV0915
 NV0915;                    North         East    Units  Estimated Accuracy
 NV0915;SPC ID W     -   118,120.      787,920.      MT  (+/- 180 meters Scaled)
 NV0915
 NV0915                          SUPERSEDED SURVEY CONTROL
 NV0915
 NV0915.No superseded survey control is available for this station.
 NV0915
 NV0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH902314(NAD 83)
 NV0915_MARKER: I = METAL ROD
 NV0915_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NV0915+WITH SETTING: INFORMATION.
 NV0915_SP_SET: SHALLOW-SET METAL ROD
 NV0915_STAMPING: C 419 1983
 NV0915_MARK LOGO: NGS   
 NV0915_MAGNETIC: I = MARKER IS A STEEL ROD
 NV0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0915
 NV0915  HISTORY     - Date     Condition        Report By
 NV0915  HISTORY     - 1983     MONUMENTED       NGS
 NV0915  HISTORY     - 19840601 GOOD             NGS
 NV0915
 NV0915                          STATION DESCRIPTION
 NV0915
 NV0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0915'LOCATION--22.8 KM (14.2 MI) SOUTH OF BRUNEAU. 22.8 KM (14.2 MI) SOUTH
 NV0915'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0915'BRUNEAU, 0.2 KM (0.15 MI) SOUTH OF MILEPOST 58, 10.7 M (35 FT) EAST OF
 NV0915'THE HIGHWAY CENTERLINE.  A SHALLOW-SET METAL ROD SET TO THE DEPTH OF
 NV0915'1.8 M ENCASED IN A PIPE FLUSH WITH THE GROUND.  1.0 M ABOVE THE
 NV0915'HIGHWAY.  0.6 M NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0383 ***********************************************************************
 QY0383  DESIGNATION -  C 42
 QY0383  PID         -  QY0383
 QY0383  STATE/COUNTY-  ID/LEMHI
 QY0383  USGS QUAD   -  LOST TRAIL PASS (1994)
 QY0383
 QY0383                         *CURRENT SURVEY CONTROL
 QY0383  ___________________________________________________________________
 QY0383* NAD 83(1986)-  45 39 00.     (N)    113 58 16.     (W)     SCALED    
 QY0383* NAVD 88     -      1717.182  (meters)    5633.79   (feet)  POSTED    
 QY0383  ___________________________________________________________________
 QY0383  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 QY0383  DYNAMIC HT  -        1716.450 (meters)    5631.39  (feet)  COMP
 QY0383  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 QY0383
 QY0383  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QY0383
 QY0383.The horizontal coordinates were scaled from a topographic map and have
 QY0383.an estimated accuracy of +/- 6 seconds.
 QY0383
 QY0383.The orthometric height was determined by differential leveling
 QY0383.and adjusted by the National Geodetic Survey in 1992..
 QY0383.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QY0383.rate of 0.0 thru 1.0 mm/km.
 QY0383
 QY0383.The geoid height was determined by GEOID03.
 QY0383
 QY0383.The dynamic height is computed by dividing the NAVD 88
 QY0383.geopotential number by the normal gravity value computed on the
 QY0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0383.degrees latitude (g = 980.6199 gals.).
 QY0383
 QY0383.The modeled gravity was interpolated from observed gravity values.
 QY0383
 QY0383;                    North         East    Units  Estimated Accuracy
 QY0383;SPC ID C     -   442,550.      502,250.      MT  (+/- 180 meters Scaled)
 QY0383
 QY0383                          SUPERSEDED SURVEY CONTROL
 QY0383
 QY0383  NGVD 29 (??/??/92) 1715.895  (m)         5629.57   (f) ADJ UNCH    1 2
 QY0383
 QY0383.Superseded values are not recommended for survey control.
 QY0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0383.See file dsdata.txt to determine how the superseded data were derived.
 QY0383
 QY0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR684594(NAD 83)
 QY0383_MARKER: DB = BENCH MARK DISK
 QY0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0383_SP_SET: CULVERT
 QY0383_STAMPING: C 42 1934
 QY0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0383
 QY0383  HISTORY     - Date     Condition        Report By
 QY0383  HISTORY     - 1934     MONUMENTED       CGS
 QY0383
 QY0383                          STATION DESCRIPTION
 QY0383
 QY0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0383'8.2 MI N FROM GIBBONSVILLE.
 QY0383'8.2 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE ROAD JUNCTION AT
 QY0383'GIBBONSVILLE, LEMHI COUNTY, AT THE NORTH END OF A WIDENED STRETCH OF
 QY0383'THE HIGHWAY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE WEST
 QY0383'HEADWALL.  A STANDARD DISK, STAMPED C 42 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0943 ***********************************************************************
 NV0943  DESIGNATION -  C 420
 NV0943  PID         -  NV0943
 NV0943  STATE/COUNTY-  ID/OWYHEE
 NV0943  USGS QUAD   -  GRASMERE RESERVOIR (1979)
 NV0943
 NV0943                         *CURRENT SURVEY CONTROL
 NV0943  ___________________________________________________________________
 NV0943* NAD 83(1986)-  42 20 26.     (N)    115 53 14.     (W)     SCALED    
 NV0943* NAVD 88     -      1584.439  (meters)    5198.28   (feet)  ADJUSTED  
 NV0943  ___________________________________________________________________
 NV0943  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 NV0943  DYNAMIC HT  -        1583.394 (meters)    5194.85  (feet)  COMP
 NV0943  MODELED GRAV-     979,905.6   (mgal)                       NAVD 88
 NV0943
 NV0943  VERT ORDER  -  FIRST     CLASS II
 NV0943
 NV0943.The horizontal coordinates were scaled from a topographic map and have
 NV0943.an estimated accuracy of +/- 6 seconds.
 NV0943
 NV0943.The orthometric height was determined by differential leveling
 NV0943.and adjusted by the National Geodetic Survey in June 1991..
 NV0943
 NV0943.The geoid height was determined by GEOID03.
 NV0943
 NV0943.The dynamic height is computed by dividing the NAVD 88
 NV0943.geopotential number by the normal gravity value computed on the
 NV0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0943.degrees latitude (g = 980.6199 gals.).
 NV0943
 NV0943.The modeled gravity was interpolated from observed gravity values.
 NV0943
 NV0943;                    North         East    Units  Estimated Accuracy
 NV0943;SPC ID W     -    74,860.      788,690.      MT  (+/- 180 meters Scaled)
 NV0943
 NV0943                          SUPERSEDED SURVEY CONTROL
 NV0943
 NV0943.No superseded survey control is available for this station.
 NV0943
 NV0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG916881(NAD 83)
 NV0943_MARKER: DV = VERTICAL CONTROL DISK
 NV0943_SETTING: 66 = SET IN ROCK OUTCROP
 NV0943_SP_SET: ROCK OUTCROP
 NV0943_STAMPING: C 420 1983
 NV0943_MARK LOGO: NGS   
 NV0943_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0943+STABILITY: POSITION/ELEVATION WELL
 NV0943
 NV0943  HISTORY     - Date     Condition        Report By
 NV0943  HISTORY     - 1983     MONUMENTED       NGS
 NV0943  HISTORY     - 19840601 GOOD             NGS
 NV0943
 NV0943                          STATION DESCRIPTION
 NV0943
 NV0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0943'LOCATION--26.6 KM (16.5 MI) NORTH OF RIDDLE. 26.6 KM (16.5 MI) NORTH
 NV0943'ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE, IN THE TOP CENTER OF
 NV0943'A 2- BY 2-FOOT PORTION OF OUTCROP, AT THE SOUTH END OF A LONG CURVE,
 NV0943'IN A LOW CUT, 0.3 KM (0.2 MI) NORTH OF A ROAD LEADING NORTHWEST TO
 NV0943'GRASMERE RESERVOIR, 13.7 KM (45 FT) WEST OF THE HIGHWAY CENTERLINE,
 NV0943'35.0 M (115 FT) SOUTHWEST OF MILEPOST 30 AND 10.7 M (35.5 FT) EAST OF
 NV0943'A FENCE.  ABOUT LEVEL WITH THE HIGHWAY.  0.3 M NORTH FROM A WITNESS
 NV0943'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0848 ***********************************************************************
 NV0848  DESIGNATION -  C 422
 NV0848  PID         -  NV0848
 NV0848  STATE/COUNTY-  ID/JEROME
 NV0848  USGS QUAD   -  FALLS CITY (1992)
 NV0848
 NV0848                         *CURRENT SURVEY CONTROL
 NV0848  ___________________________________________________________________
 NV0848* NAD 83(1986)-  42 42 42.     (N)    114 26 35.     (W)     SCALED    
 NV0848* NAVD 88     -      1229.726  (meters)    4034.53   (feet)  ADJUSTED  
 NV0848  ___________________________________________________________________
 NV0848  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 NV0848  DYNAMIC HT  -        1229.065 (meters)    4032.36  (feet)  COMP
 NV0848  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 NV0848
 NV0848  VERT ORDER  -  FIRST     CLASS II
 NV0848
 NV0848.The horizontal coordinates were scaled from a topographic map and have
 NV0848.an estimated accuracy of +/- 6 seconds.
 NV0848
 NV0848.The orthometric height was determined by differential leveling
 NV0848.and adjusted by the National Geodetic Survey in January 1993..
 NV0848
 NV0848.The geoid height was determined by GEOID03.
 NV0848
 NV0848.The dynamic height is computed by dividing the NAVD 88
 NV0848.geopotential number by the normal gravity value computed on the
 NV0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0848.degrees latitude (g = 980.6199 gals.).
 NV0848
 NV0848.The modeled gravity was interpolated from observed gravity values.
 NV0848
 NV0848;                    North         East    Units  Estimated Accuracy
 NV0848;SPC ID C     -   116,170.      463,710.      MT  (+/- 180 meters Scaled)
 NV0848
 NV0848                          SUPERSEDED SURVEY CONTROL
 NV0848
 NV0848  NAVD 88 (06/15/91) 1229.726  (m)         4034.53   (f) UNKNOWN     1 2
 NV0848
 NV0848.Superseded values are not recommended for survey control.
 NV0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0848.See file dsdata.txt to determine how the superseded data were derived.
 NV0848
 NV0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH093319(NAD 83)
 NV0848_MARKER: DV = VERTICAL CONTROL DISK
 NV0848_SETTING: 66 = SET IN ROCK OUTCROP
 NV0848_SP_SET: BEDROCK
 NV0848_STAMPING: C 422 1983
 NV0848_MARK LOGO: NGS   
 NV0848_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0848+STABILITY: POSITION/ELEVATION WELL
 NV0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0848+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 NV0848
 NV0848  HISTORY     - Date     Condition        Report By
 NV0848  HISTORY     - 1983     MONUMENTED       NGS
 NV0848  HISTORY     - 19920713 GOOD             NGS
 NV0848
 NV0848                          STATION DESCRIPTION
 NV0848
 NV0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0848'18.5 KM (11.5 MI) NORTH FROM TWIN FALLS.
 NV0848'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 NV0848'18.5 KM (11.55 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0848'STATE HIGHWAY 74 AT TWIN FALLS, IN TOP OF THE WEST AND BOTTOM EDGE OF
 NV0848'A 2 BY 3 FOOT SLOPING VOLCANIC ROCK OUTCROP IN THE SOUTH END OF A
 NV0848'SLOPING CUT, 1.4 KM (0.85 MI) SOUTH OF THE INTERSECTION OF STATE
 NV0848'HIGHWAY 25, 0.25 KM (0.15 MI) SOUTH OF MILEPOST 58, 0.25 KM (0.15 MI)
 NV0848'NORTH OF THE INTERSECTION OF PRIORY ROAD, 12.2 METERS (40 FT) EAST OF
 NV0848'THE HIGHWAY CENTERLINE, 18.9 METERS (62 FT) NORTH OF THE SECOND POWER
 NV0848'POLE NORTH OF THE POWER LINE CROSSING THE HIGHWAY AND 0.3 METER (1 FT)
 NV0848'SOUTH OF THE NORTH EDGE OF THE OUTCROP.
 NV0848'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 NV0848
 NV0848                          STATION RECOVERY (1992)
 NV0848
 NV0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0848'18.5 KM (11.50 MI) NORTHERLY ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 NV0848'OF STATE HIGHWAY 74 IN TWIN FALLS, NEAR THE WEST END OF A 2 BY 3-FOOT
 NV0848'EXPOSED AREA OF BEDROCK NEAR THE SOUTH END OF A HIGHWAY CUT, 0.2 KM
 NV0848'(0.10 MI) NORTH OF THE INTERSECTION OF A GRAVELED ROAD, 18.9 M
 NV0848'(62.0 FT) NORTH OF A UTILITY POLE, 12.2 M (40.0 FT) EAST OF THE
 NV0848'HIGHWAY CENTERLINE, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND 0.3 M
 NV0848'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0877 ***********************************************************************
 NV0877  DESIGNATION -  C 423
 NV0877  PID         -  NV0877
 NV0877  STATE/COUNTY-  ID/TWIN FALLS
 NV0877  USGS QUAD   -  EDEN (1992)
 NV0877
 NV0877                         *CURRENT SURVEY CONTROL
 NV0877  ___________________________________________________________________
 NV0877* NAD 83(1986)-  42 31 59.     (N)    114 14 51.     (W)     SCALED    
 NV0877* NAVD 88     -      1256.122  (meters)    4121.13   (feet)  ADJUSTED  
 NV0877  ___________________________________________________________________
 NV0877  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 NV0877  DYNAMIC HT  -        1255.421 (meters)    4118.83  (feet)  COMP
 NV0877  MODELED GRAV-     980,018.7   (mgal)                       NAVD 88
 NV0877
 NV0877  VERT ORDER  -  FIRST     CLASS II
 NV0877
 NV0877.The horizontal coordinates were scaled from a topographic map and have
 NV0877.an estimated accuracy of +/- 6 seconds.
 NV0877
 NV0877.The orthometric height was determined by differential leveling
 NV0877.and adjusted by the National Geodetic Survey in June 1991..
 NV0877
 NV0877.The geoid height was determined by GEOID03.
 NV0877
 NV0877.The dynamic height is computed by dividing the NAVD 88
 NV0877.geopotential number by the normal gravity value computed on the
 NV0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0877.degrees latitude (g = 980.6199 gals.).
 NV0877
 NV0877.The modeled gravity was interpolated from observed gravity values.
 NV0877
 NV0877;                    North         East    Units  Estimated Accuracy
 NV0877;SPC ID C     -    96,260.      479,670.      MT  (+/- 180 meters Scaled)
 NV0877
 NV0877                          SUPERSEDED SURVEY CONTROL
 NV0877
 NV0877.No superseded survey control is available for this station.
 NV0877
 NV0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH260126(NAD 83)
 NV0877_MARKER: I = METAL ROD
 NV0877_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0877_SP_SET: STAINLESS STEEL ROD
 NV0877_STAMPING: C 423 1983
 NV0877_MARK LOGO: NGS   
 NV0877_PROJECTION: FLUSH
 NV0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0877_ROD/PIPE-DEPTH: 4.8  meters
 NV0877
 NV0877  HISTORY     - Date     Condition        Report By
 NV0877  HISTORY     - 1983     MONUMENTED       NGS
 NV0877
 NV0877                          STATION DESCRIPTION
 NV0877
 NV0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0877'4.8 KM (3.0 MI) NE FROM HANSEN.
 NV0877'0.4 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 NV0877'HANSEN, THENCE 4.4 KM (2.75 MI) EAST ALONG U.S. HIGHWAY 30, AT A HIGH
 NV0877'TENSION POWER LINE CROSSING THE HIGHWAY, 0.45 KM (0.3 MI) EAST OF
 NV0877'MILEPOST 230, 0.1 KM (0.05 MI) EAST OF THE CROSSING OF THE TWIN FALLS
 NV0877'MAIN CANAL, 12.8 METERS (42 FT) SOUTH OF THE HIGHWAY CENTERLINE, 17.0
 NV0877'METERS (56 FT) NORTH OF THE NORTH RAIL OF THE UNION PACIFIC RAILROAD,
 NV0877'9.7 METERS (32 FT) EAST OF THE CENTER OF A DIRT ROAD CROSSING THE
 NV0877'TRACKS, 2.6 METERS (8.5 FT) EAST OF A FENCE CORNER POST AND 0.3 METER
 NV0877'(1 FT) NORTH OF THE RIGHT OF WAY FENCE.
 NV0877'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 NV0877'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1469 ***********************************************************************
 NU1469  DESIGNATION -  C 424
 NU1469  PID         -  NU1469
 NU1469  STATE/COUNTY-  ID/CASSIA
 NU1469  USGS QUAD   -  RUPERT SE (1978)
 NU1469
 NU1469                         *CURRENT SURVEY CONTROL
 NU1469  ___________________________________________________________________
 NU1469* NAD 83(1986)-  42 34 06.     (N)    113 33 11.     (W)     SCALED    
 NU1469* NAVD 88     -      1313.196  (meters)    4308.38   (feet)  ADJUSTED  
 NU1469  ___________________________________________________________________
 NU1469  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1469  DYNAMIC HT  -        1312.447 (meters)    4305.92  (feet)  COMP
 NU1469  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 NU1469
 NU1469  VERT ORDER  -  FIRST     CLASS II
 NU1469
 NU1469.The horizontal coordinates were scaled from a topographic map and have
 NU1469.an estimated accuracy of +/- 6 seconds.
 NU1469
 NU1469.The orthometric height was determined by differential leveling
 NU1469.and adjusted by the National Geodetic Survey in June 1991..
 NU1469
 NU1469.The geoid height was determined by GEOID03.
 NU1469
 NU1469.The dynamic height is computed by dividing the NAVD 88
 NU1469.geopotential number by the normal gravity value computed on the
 NU1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1469.degrees latitude (g = 980.6199 gals.).
 NU1469
 NU1469.The modeled gravity was interpolated from observed gravity values.
 NU1469
 NU1469;                    North         East    Units  Estimated Accuracy
 NU1469;SPC ID C     -   100,250.      536,700.      MT  (+/- 180 meters Scaled)
 NU1469
 NU1469                          SUPERSEDED SURVEY CONTROL
 NU1469
 NU1469.No superseded survey control is available for this station.
 NU1469
 NU1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN904160(NAD 83)
 NU1469_MARKER: I = METAL ROD
 NU1469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NU1469_SP_SET: STAINLESS STEEL ROD
 NU1469_STAMPING: C 424 1983
 NU1469_MARK LOGO: NGS   
 NU1469_PROJECTION: FLUSH
 NU1469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1469_ROD/PIPE-DEPTH: 3.3  meters
 NU1469
 NU1469  HISTORY     - Date     Condition        Report By
 NU1469  HISTORY     - 1983     MONUMENTED       NGS
 NU1469
 NU1469                          STATION DESCRIPTION
 NU1469
 NU1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1469'15.0 KM (9.4 MI) EAST FROM HEYBURN.
 NU1469'15.0 KM (9.4 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE
 NU1469'OVERPASS BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN,
 NU1469'2.95 KM (1.85 MI) WEST OF THE INTERSTATE 86 OVERPASS BRIDGE OVER
 NU1469'INTERSTATE 84 WEST BOUND, 26.5 METERS (87 FT) SOUTH OF MILEPOST 220,
 NU1469'29.2 METERS (96 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE, 41.4
 NU1469'METERS (136 FT) SOUTHEAST OF THE SOUTH END OF A 24-INCH CORRUGATED
 NU1469'METAL PIPE CULVERT AND 0.6 METER (2 FT) NORTH OF THE RIGHT OF WAY
 NU1469'FENCE.
 NU1469'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 NU1469'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1497 ***********************************************************************
 NU1497  DESIGNATION -  C 425
 NU1497  PID         -  NU1497
 NU1497  STATE/COUNTY-  ID/POWER
 NU1497  USGS QUAD   -  MICHAUD (1984)
 NU1497
 NU1497                         *CURRENT SURVEY CONTROL
 NU1497  ___________________________________________________________________
 NU1497* NAD 83(1986)-  42 54 11.     (N)    112 30 22.     (W)     SCALED    
 NU1497* NAVD 88     -      1344.469  (meters)    4410.98   (feet)  ADJUSTED  
 NU1497  ___________________________________________________________________
 NU1497  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 NU1497  DYNAMIC HT  -        1343.709 (meters)    4408.49  (feet)  COMP
 NU1497  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 NU1497
 NU1497  VERT ORDER  -  FIRST     CLASS II
 NU1497
 NU1497.The horizontal coordinates were scaled from a topographic map and have
 NU1497.an estimated accuracy of +/- 6 seconds.
 NU1497
 NU1497.The orthometric height was determined by differential leveling
 NU1497.and adjusted by the National Geodetic Survey in June 1991..
 NU1497
 NU1497.The geoid height was determined by GEOID03.
 NU1497
 NU1497.The dynamic height is computed by dividing the NAVD 88
 NU1497.geopotential number by the normal gravity value computed on the
 NU1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1497.degrees latitude (g = 980.6199 gals.).
 NU1497
 NU1497.The modeled gravity was interpolated from observed gravity values.
 NU1497
 NU1497;                    North         East    Units  Estimated Accuracy
 NU1497;SPC ID E     -   137,390.      172,280.      MT  (+/- 180 meters Scaled)
 NU1497
 NU1497                          SUPERSEDED SURVEY CONTROL
 NU1497
 NU1497.No superseded survey control is available for this station.
 NU1497
 NU1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN770511(NAD 83)
 NU1497_MARKER: DB = BENCH MARK DISK
 NU1497_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NU1497_SP_SET: BRIDGE ABUTMENT
 NU1497_STAMPING: C 425 1983
 NU1497_MARK LOGO: NGS   
 NU1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1497
 NU1497  HISTORY     - Date     Condition        Report By
 NU1497  HISTORY     - 1983     MONUMENTED       NGS
 NU1497
 NU1497                          STATION DESCRIPTION
 NU1497
 NU1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1497'6.7 KM (4.2 MI) NW FROM POCATELLO.
 NU1497'6.75 KM (4.2 MI) NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU1497'STATION AT POCATELLO, IN TOP OF THE NORTHEAST END OF THE LOWER
 NU1497'SOUTHEAST ABUTMENT SHELF FOR THE RAILROAD BRIDGE OVER THE PORTNEUF
 NU1497'RIVER, 0.45 KM (0.3 MI) NORTHWEST OF MILEPOLE 218, 4.4 METERS (14.5
 NU1497'FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACKS AND 18.7
 NU1497'METERS (61.5 FT) SOUTHWEST OF THE CENTER OF THE OLD ABANDONED U.S.
 NU1497'HIGHWAY 30.
 NU1497'THE MARK IS 3.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0832 ***********************************************************************
 OZ0832  DESIGNATION -  C 426
 OZ0832  PID         -  OZ0832
 OZ0832  STATE/COUNTY-  ID/CUSTER
 OZ0832  USGS QUAD   -  HARRY CANYON (1967)
 OZ0832
 OZ0832                         *CURRENT SURVEY CONTROL
 OZ0832  ___________________________________________________________________
 OZ0832* NAD 83(1986)-  43 56 44.     (N)    114 06 32.     (W)     SCALED    
 OZ0832* NAVD 88     -      2095.750  (meters)    6875.81   (feet)  ADJUSTED  
 OZ0832  ___________________________________________________________________
 OZ0832  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OZ0832  DYNAMIC HT  -        2094.405 (meters)    6871.39  (feet)  COMP
 OZ0832  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 OZ0832
 OZ0832  VERT ORDER  -  FIRST     CLASS II
 OZ0832
 OZ0832.The horizontal coordinates were scaled from a topographic map and have
 OZ0832.an estimated accuracy of +/- 6 seconds.
 OZ0832
 OZ0832.The orthometric height was determined by differential leveling
 OZ0832.and adjusted by the National Geodetic Survey in June 1991..
 OZ0832
 OZ0832.The geoid height was determined by GEOID03.
 OZ0832
 OZ0832.The dynamic height is computed by dividing the NAVD 88
 OZ0832.geopotential number by the normal gravity value computed on the
 OZ0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0832.degrees latitude (g = 980.6199 gals.).
 OZ0832
 OZ0832.The modeled gravity was interpolated from observed gravity values.
 OZ0832
 OZ0832;                    North         East    Units  Estimated Accuracy
 OZ0832;SPC ID C     -   253,150.      491,260.      MT  (+/- 180 meters Scaled)
 OZ0832
 OZ0832                          SUPERSEDED SURVEY CONTROL
 OZ0832
 OZ0832.No superseded survey control is available for this station.
 OZ0832
 OZ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ320698(NAD 83)
 OZ0832_MARKER: I = METAL ROD
 OZ0832_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OZ0832_SP_SET: STAINLESS STEEL ROD
 OZ0832_STAMPING: C 426 1984
 OZ0832_MARK LOGO: NGS   
 OZ0832_PROJECTION: FLUSH
 OZ0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0832_ROD/PIPE-DEPTH: 2.7  meters
 OZ0832
 OZ0832  HISTORY     - Date     Condition        Report By
 OZ0832  HISTORY     - 1984     MONUMENTED       NGS
 OZ0832  HISTORY     - 1985     GOOD             NGS
 OZ0832
 OZ0832                          STATION DESCRIPTION
 OZ0832
 OZ0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OZ0832'51.2 KM (31.9 MI) NW FROM MACKAY.
 OZ0832'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF
 OZ0832'MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG OLD
 OZ0832'STATE HIGHWAY 27, THENCE 15.45 KM (9.6 MI) SOUTHWEST ALONG BARTLETT
 OZ0832'POINT ROAD, THENCE 9.0 KM (5.6 MI) SOUTHWEST ALONG TRAIL CREEK ROAD
 OZ0832'(OLD STATE HIGHWAY 75), 0.85 KM (0.55 MI) SOUTHWEST OF THE T JUNCTION
 OZ0832'OF TWIN BRIDGES CREEK ROAD, 19.3 METERS (63.5 FT) NORTHWEST OF THE
 OZ0832'CENTER OF THE ROAD AND 19.8 METERS (65 FT) SOUTHEAST OF THE SOUTHEAST
 OZ0832'EDGE OF THE TWIN BRIDGES LANDING STRIP.
 OZ0832'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 OZ0832'THE MARK IS 0.3 M BELOW THE ROAD.
 OZ0832
 OZ0832                          STATION RECOVERY (1985)
 OZ0832
 OZ0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0653 ***********************************************************************
 QA0653  DESIGNATION -  C 427
 QA0653  PID         -  QA0653
 QA0653  STATE/COUNTY-  ID/CUSTER
 QA0653  USGS QUAD   -  ANTELOPE FLAT (1963)
 QA0653
 QA0653                         *CURRENT SURVEY CONTROL
 QA0653  ___________________________________________________________________
 QA0653* NAD 83(1986)-  44 18 30.     (N)    114 02 50.     (W)     SCALED    
 QA0653* NAVD 88     -      1909.988  (meters)    6266.35   (feet)  ADJUSTED  
 QA0653  ___________________________________________________________________
 QA0653  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 QA0653  DYNAMIC HT  -        1908.861 (meters)    6262.65  (feet)  COMP
 QA0653  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 QA0653
 QA0653  VERT ORDER  -  FIRST     CLASS II
 QA0653
 QA0653.The horizontal coordinates were scaled from a topographic map and have
 QA0653.an estimated accuracy of +/- 6 seconds.
 QA0653
 QA0653.The orthometric height was determined by differential leveling
 QA0653.and adjusted by the National Geodetic Survey in June 1991..
 QA0653
 QA0653.The geoid height was determined by GEOID03.
 QA0653
 QA0653.The dynamic height is computed by dividing the NAVD 88
 QA0653.geopotential number by the normal gravity value computed on the
 QA0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0653.degrees latitude (g = 980.6199 gals.).
 QA0653
 QA0653.The modeled gravity was interpolated from observed gravity values.
 QA0653
 QA0653;                    North         East    Units  Estimated Accuracy
 QA0653;SPC ID C     -   293,460.      496,230.      MT  (+/- 180 meters Scaled)
 QA0653
 QA0653                          SUPERSEDED SURVEY CONTROL
 QA0653
 QA0653.No superseded survey control is available for this station.
 QA0653
 QA0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK355103(NAD 83)
 QA0653_MARKER: I = METAL ROD
 QA0653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QA0653_SP_SET: STAINLESS STEEL ROD
 QA0653_STAMPING: C 427 1985
 QA0653_MARK LOGO: NGS   
 QA0653_PROJECTION: FLUSH
 QA0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0653_ROD/PIPE-DEPTH: 7.3  meters
 QA0653
 QA0653  HISTORY     - Date     Condition        Report By
 QA0653  HISTORY     - 1985     MONUMENTED       NGS
 QA0653
 QA0653                          STATION DESCRIPTION
 QA0653
 QA0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QA0653'27.7 KM (17.2 MI) SE FROM CHALLIS.
 QA0653'27.7 KM (17.2 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE INTERSECTION
 QA0653'OF MAIN STREET AT CHALLIS, IN THE NORTHWEST CORNER OF THE T JUNCTION
 QA0653'OF A DIRT ROAD LEADING WEST, NEAR THE CENTER ONE OF FIVE BRACED WOODEN
 QA0653'POSTS, AT A RIGHT ANGLE OFFSET IN THE RIGHT OF WAY FENCE, 0.53 KM
 QA0653'(0.33 MI) NORTH OF MILEPOST 145, 59.4 METERS (195 FT) WEST OF THE
 QA0653'HIGHWAY CENTERLINE, 33.5 METERS (110 FT) NORTH OF THE CENTER OF THE
 QA0653'DIRT ROAD, 2.4 METERS (8 FT) NORTHWEST OF THE EAST WOODEN POST FOR THE
 QA0653'OFFSET AND 2.4 METERS (8 FT) SOUTHEAST OF THE NORTH WOODEN POST FOR
 QA0653'THE OFFSET.
 QA0653'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 QA0653'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1632 ***********************************************************************
 SV1632  DESIGNATION -  C 428
 SV1632  PID         -  SV1632
 SV1632  STATE/COUNTY-  ID/BENEWAH
 SV1632  USGS QUAD   -  TENSED (1985)
 SV1632
 SV1632                         *CURRENT SURVEY CONTROL
 SV1632  ___________________________________________________________________
 SV1632* NAD 83(1986)-  47 13 34.     (N)    117 00 01.     (W)     SCALED    
 SV1632* NAVD 88     -       779.721  (meters)    2558.13   (feet)  ADJUSTED  
 SV1632  ___________________________________________________________________
 SV1632  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 SV1632  DYNAMIC HT  -         779.702 (meters)    2558.07  (feet)  COMP
 SV1632  MODELED GRAV-     980,563.3   (mgal)                       NAVD 88
 SV1632
 SV1632  VERT ORDER  -  FIRST     CLASS II
 SV1632
 SV1632.The horizontal coordinates were scaled from a topographic map and have
 SV1632.an estimated accuracy of +/- 6 seconds.
 SV1632
 SV1632.The orthometric height was determined by differential leveling
 SV1632.and adjusted by the National Geodetic Survey in June 1991..
 SV1632
 SV1632.The geoid height was determined by GEOID03.
 SV1632
 SV1632.The dynamic height is computed by dividing the NAVD 88
 SV1632.geopotential number by the normal gravity value computed on the
 SV1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1632.degrees latitude (g = 980.6199 gals.).
 SV1632
 SV1632.The modeled gravity was interpolated from observed gravity values.
 SV1632
 SV1632;                    North         East    Units  Estimated Accuracy
 SV1632;SPC ID W     -   618,490.      705,320.      MT  (+/- 180 meters Scaled)
 SV1632
 SV1632                          SUPERSEDED SURVEY CONTROL
 SV1632
 SV1632.No superseded survey control is available for this station.
 SV1632
 SV1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN999302(NAD 83)
 SV1632_MARKER: I = METAL ROD
 SV1632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1632_SP_SET: STAINLESS STEEL ROD
 SV1632_STAMPING: C 428 1989
 SV1632_MARK LOGO: NGS   
 SV1632_PROJECTION: FLUSH
 SV1632_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1632+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1632_ROD/PIPE-DEPTH: 4.3  meters
 SV1632
 SV1632  HISTORY     - Date     Condition        Report By
 SV1632  HISTORY     - 1989     MONUMENTED       NGS
 SV1632
 SV1632                          STATION DESCRIPTION
 SV1632
 SV1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1632'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION, 0.45 KM (0.30
 SV1632'MI) EAST OF STATE HIGHWAY 60 MILEPOST 2, 5.17 KM (3.20 MI) WEST OF
 SV1632'THE JUNCTION OF U.S. HIGHWAY 95 AND IN THE SOUTHEAST CORNER OF A
 SV1632'DRIVEWAY LEADING TO A WHITE HOUSE.  OWNERSHIP, HIGHWAY RIGHT-OF-WAY.
 SV1632'REACHED FROM THE JUNCTION OF WASHINGTON STATE HIGHWAYS 27 AND 274
 SV1632'WHICH IS AT THE NORTH END OF TEKOA, WASHINGTON, GO NORTHEAST ON STATE
 SV1632'HIGHWAY 274 FOR 3.08 KM (1.90 MI) TO THE IDAHO STATE LINE AND THE
 SV1632'JUNCTION OF IDAHO STATE HIGHWAY 60 AND SIGN TO 95, TURN RIGHT AND GO
 SV1632'SOUTHEAST ON IDAHO STATE HIGHWAY 60 FOR 3.64 KM (2.25 MI) TO THE MARK
 SV1632'ON THE RIGHT.  IT IS 6.3 M (20.7 FT) SOUTH OF THE CENTERLINE OF THE
 SV1632'HIGHWAY, 50.2 M (164.7 FT) EAST OF THE MAIL BOX OF E.L.GAFFNEY, 18.5
 SV1632'M (60.7 FT) WEST OF THE WEST 1 OF 2 36-INCH METAL PIPE CULVERTS, 15.3
 SV1632'M (50.2 FT) SOUTHEAST ACROSS THE HIGHWAY FROM A UNDERGROUND CABLE
 SV1632'SIGN ATTACHED TO A WOOD POST AND 0.7 M (2.3 FT) NORTH FROM A WITNESS
 SV1632'POST.  MARK IS .20 M (0.7 FT) BELOW THE HIGHWAY.  MARK IS A STAINLESS
 SV1632'STEEL ROD WITH A CENTER PUNCH HOLE IN THE TOP.  NOTE--ACCESS TO DATUM
 SV1632'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1661 ***********************************************************************
 SV1661  DESIGNATION -  C 429
 SV1661  PID         -  SV1661
 SV1661  STATE/COUNTY-  ID/KOOTENAI
 SV1661  USGS QUAD   -  WORLEY (1981)
 SV1661
 SV1661                         *CURRENT SURVEY CONTROL
 SV1661  ___________________________________________________________________
 SV1661* NAD 83(1986)-  47 24 02.     (N)    116 55 04.     (W)     SCALED    
 SV1661* NAVD 88     -       810.379  (meters)    2658.72   (feet)  ADJUSTED  
 SV1661  ___________________________________________________________________
 SV1661  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 SV1661  DYNAMIC HT  -         810.380 (meters)    2658.72  (feet)  COMP
 SV1661  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 SV1661
 SV1661  VERT ORDER  -  FIRST     CLASS II
 SV1661
 SV1661.The horizontal coordinates were scaled from a topographic map and have
 SV1661.an estimated accuracy of +/- 6 seconds.
 SV1661
 SV1661.The orthometric height was determined by differential leveling
 SV1661.and adjusted by the National Geodetic Survey in June 1991..
 SV1661
 SV1661.The geoid height was determined by GEOID03.
 SV1661
 SV1661.The dynamic height is computed by dividing the NAVD 88
 SV1661.geopotential number by the normal gravity value computed on the
 SV1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1661.degrees latitude (g = 980.6199 gals.).
 SV1661
 SV1661.The modeled gravity was interpolated from observed gravity values.
 SV1661
 SV1661;                    North         East    Units  Estimated Accuracy
 SV1661;SPC ID W     -   637,780.      711,860.      MT  (+/- 180 meters Scaled)
 SV1661
 SV1661                          SUPERSEDED SURVEY CONTROL
 SV1661
 SV1661.No superseded survey control is available for this station.
 SV1661
 SV1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN062496(NAD 83)
 SV1661_MARKER: I = METAL ROD
 SV1661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1661_SP_SET: STAINLESS STEEL ROD
 SV1661_STAMPING: C 429 1989
 SV1661_MARK LOGO: NGS   
 SV1661_PROJECTION: FLUSH
 SV1661_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1661+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1661_ROD/PIPE-DEPTH: 4.9  meters
 SV1661
 SV1661  HISTORY     - Date     Condition        Report By
 SV1661  HISTORY     - 1989     MONUMENTED       NGS
 SV1661
 SV1661                          STATION DESCRIPTION
 SV1661
 SV1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1661'MARK IS LOCATED 0N THE COEUR D ALENE INDIAN RESERVATION AND IN THE
 SV1661'TOWN OF WORLEY AT THE NORTHWEST CORNER OF A CHAIN LINK FENCE THAT
 SV1661'SURROUNDS THE WORLEY SCHOOL.  IT IS 10.6 M (34.8 FT) SOUTH FROM THE
 SV1661'CENTERLINE OF THE HIGHWAY, 17.4 M (57.1 FT) EAST FROM THE APPROXIMATE
 SV1661'CENTER OF FIRST STREET, 0.6 M (2.0 FT) WEST FROM THE FENCE CORNER AND
 SV1661'0.6 M (2.0 FT) EAST FROM A WITNESS POST.  MARK IS 0.6 M (2.0 FT)
 SV1661'ABOVE THE HIGHWAY.  MARK IS A STAINLESS STEEL ROD WITH A CENTER PUNCH
 SV1661'HOLE IN THE TOP.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 SV1661'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0255 ***********************************************************************
 OX0255  DESIGNATION -  C 43
 OX0255  PID         -  OX0255
 OX0255  STATE/COUNTY-  ID/TETON
 OX0255  USGS QUAD   -  DRIGGS (1978)
 OX0255
 OX0255                         *CURRENT SURVEY CONTROL
 OX0255  ___________________________________________________________________
 OX0255* NAD 83(1986)-  43 43 28.     (N)    111 06 39.     (W)     SCALED    
 OX0255* NAVD 88     -      1865.372  (meters)    6119.97   (feet)  POSTED    
 OX0255  ___________________________________________________________________
 OX0255  GEOID HEIGHT-          -9.80  (meters)                     GEOID03
 OX0255  DYNAMIC HT  -        1864.210 (meters)    6116.16  (feet)  COMP
 OX0255  MODELED GRAV-     979,927.6   (mgal)                       NAVD 88
 OX0255
 OX0255  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0255
 OX0255.The horizontal coordinates were scaled from a topographic map and have
 OX0255.an estimated accuracy of +/- 6 seconds.
 OX0255
 OX0255.The orthometric height was determined by differential leveling
 OX0255.and adjusted by the National Geodetic Survey in 1992..
 OX0255.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0255.rate of 1.1 thru 2.0 mm/km.
 OX0255
 OX0255.The geoid height was determined by GEOID03.
 OX0255
 OX0255.The dynamic height is computed by dividing the NAVD 88
 OX0255.geopotential number by the normal gravity value computed on the
 OX0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0255.degrees latitude (g = 980.6199 gals.).
 OX0255
 OX0255.The modeled gravity was interpolated from observed gravity values.
 OX0255
 OX0255;                    North         East    Units  Estimated Accuracy
 OX0255;SPC ID E     -   229,120.      285,070.      MT  (+/- 180 meters Scaled)
 OX0255
 OX0255                          SUPERSEDED SURVEY CONTROL
 OX0255
 OX0255  NGVD 29 (??/??/92) 1864.116  (m)         6115.85   (f) ADJ UNCH    2 0
 OX0255
 OX0255.Superseded values are not recommended for survey control.
 OX0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0255.See file dsdata.txt to determine how the superseded data were derived.
 OX0255
 OX0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP910412(NAD 83)
 OX0255_MARKER: DB = BENCH MARK DISK
 OX0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0255_SP_SET: BUILDING
 OX0255_STAMPING: C 43 1934
 OX0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0255
 OX0255  HISTORY     - Date     Condition        Report By
 OX0255  HISTORY     - 1934     MONUMENTED       CGS
 OX0255
 OX0255                          STATION DESCRIPTION
 OX0255
 OX0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0255'IN DRIGGS.
 OX0255'AT DRIGGS, TETON COUNTY, AT THE COUNTY COURTHOUSE, 25 FEET SOUTH OF
 OX0255'THE NORTHWEST CORNER, 78 FEET EAST OF THE CENTER LINE OF MAIN STREET,
 OX0255'9 FEET NORTH OF THE CENTER LINE OF THE FRONT ENTRANCE, IN THE NORTH
 OX0255'COLUMN TO THE ARCH, AND 5 FEET HIGHER THAN THE GROUND.  A STANDARD
 OX0255'DISK, STAMPED C 43 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1285 ***********************************************************************
 OY1285  DESIGNATION -  C 430
 OY1285  PID         -  OY1285
 OY1285  STATE/COUNTY-  ID/JEFFERSON
 OY1285  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1285
 OY1285                         *CURRENT SURVEY CONTROL
 OY1285  ___________________________________________________________________
 OY1285* NAD 83(1986)-  43 51 42.     (N)    112 38 00.     (W)     SCALED    
 OY1285* NAVD 88     -      1470.863  (meters)    4825.66   (feet)  ADJUSTED  
 OY1285  ___________________________________________________________________
 OY1285  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 OY1285  DYNAMIC HT  -        1470.139 (meters)    4823.28  (feet)  COMP
 OY1285  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 OY1285
 OY1285  VERT ORDER  -  FIRST     CLASS II
 OY1285
 OY1285.The horizontal coordinates were scaled from a topographic map and have
 OY1285.an estimated accuracy of +/- 6 seconds.
 OY1285
 OY1285.The orthometric height was determined by differential leveling
 OY1285.and adjusted by the National Geodetic Survey in December 1992..
 OY1285
 OY1285.The geoid height was determined by GEOID03.
 OY1285
 OY1285.The dynamic height is computed by dividing the NAVD 88
 OY1285.geopotential number by the normal gravity value computed on the
 OY1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1285.degrees latitude (g = 980.6199 gals.).
 OY1285
 OY1285.The modeled gravity was interpolated from observed gravity values.
 OY1285
 OY1285;                    North         East    Units  Estimated Accuracy
 OY1285;SPC ID E     -   243,930.      162,490.      MT  (+/- 180 meters Scaled)
 OY1285
 OY1285                          SUPERSEDED SURVEY CONTROL
 OY1285
 OY1285  NGVD 29 (08/20/92) 1469.793  (m)         4822.15   (f) ADJUSTED    1 2
 OY1285
 OY1285.Superseded values are not recommended for survey control.
 OY1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1285.See file dsdata.txt to determine how the superseded data were derived.
 OY1285
 OY1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP687578(NAD 83)
 OY1285_MARKER: DV = VERTICAL CONTROL DISK
 OY1285_SETTING: 66 = SET IN ROCK OUTCROP
 OY1285_SP_SET: BEDROCK
 OY1285_STAMPING: C 430 1992
 OY1285_MARK LOGO: NGS   
 OY1285_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1285+STABILITY: POSITION/ELEVATION WELL
 OY1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1285+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1285
 OY1285  HISTORY     - Date     Condition        Report By
 OY1285  HISTORY     - 1992     MONUMENTED       NGS
 OY1285
 OY1285                          STATION DESCRIPTION
 OY1285
 OY1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1285'17.1 KM (10.60 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1285'OFFICE IN TERRETON, THENCE 2.6 KM (1.60 MI) NORTHEASTERLY ALONG TRACK
 OY1285'ROAD T-17, NEAR THE SOUTHEAST END OF A 15 BY 15-FOOT AREA OF
 OY1285'OUTCROPPING BEDROCK, 23.5 M (77.1 FT) NORTHWEST OF THE ROAD CENTER,
 OY1285'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT)
 OY1285'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1190 ***********************************************************************
 OY1190  DESIGNATION -  C 431
 OY1190  PID         -  OY1190
 OY1190  STATE/COUNTY-  ID/BUTTE
 OY1190  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1190
 OY1190                         *CURRENT SURVEY CONTROL
 OY1190  ___________________________________________________________________
 OY1190* NAD 83(1986)-  43 32 30.     (N)    112 58 12.     (W)     SCALED    
 OY1190* NAVD 88     -      1510.980  (meters)    4957.27   (feet)  ADJUSTED  
 OY1190  ___________________________________________________________________
 OY1190  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 OY1190  DYNAMIC HT  -        1510.175 (meters)    4954.63  (feet)  COMP
 OY1190  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 OY1190
 OY1190  VERT ORDER  -  FIRST     CLASS II
 OY1190
 OY1190.The horizontal coordinates were scaled from a topographic map and have
 OY1190.an estimated accuracy of +/- 6 seconds.
 OY1190
 OY1190.The orthometric height was determined by differential leveling
 OY1190.and adjusted by the National Geodetic Survey in December 1992..
 OY1190
 OY1190.The geoid height was determined by GEOID03.
 OY1190
 OY1190.The dynamic height is computed by dividing the NAVD 88
 OY1190.geopotential number by the normal gravity value computed on the
 OY1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1190.degrees latitude (g = 980.6199 gals.).
 OY1190
 OY1190.The modeled gravity was interpolated from observed gravity values.
 OY1190
 OY1190;                    North         East    Units  Estimated Accuracy
 OY1190;SPC ID C     -   208,790.      583,240.      MT  (+/- 180 meters Scaled)
 OY1190
 OY1190                          SUPERSEDED SURVEY CONTROL
 OY1190
 OY1190  NGVD 29 (08/20/92) 1509.918  (m)         4953.79   (f) ADJUSTED    1 2
 OY1190
 OY1190.Superseded values are not recommended for survey control.
 OY1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1190.See file dsdata.txt to determine how the superseded data were derived.
 OY1190
 OY1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP408228(NAD 83)
 OY1190_MARKER: I = METAL ROD
 OY1190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1190_SP_SET: STAINLESS STEEL ROD
 OY1190_STAMPING: C 431 1992
 OY1190_MARK LOGO: USE   
 OY1190_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1190_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1190+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1190_ROD/PIPE-DEPTH: 7.2  meters
 OY1190
 OY1190  HISTORY     - Date     Condition        Report By
 OY1190  HISTORY     - 1992     MONUMENTED       NGS
 OY1190
 OY1190                          STATION DESCRIPTION
 OY1190
 OY1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1190'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1190'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1190'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 0.3 KM (0.20 MI)
 OY1190'EASTERLY ALONG WEST PORTLAND AVENUE, 68.0 M (223.1 FT) NORTH OF AND
 OY1190'LEVEL WITH THE AVENUE CENTERLINE, 3.8 M (12.5 FT) SOUTH OF THE NORTH
 OY1190'LEG OF A DOUBLE UTILITY POLE, 2.5 M (8.2 FT) NORTH OF THE SOUTH LEG
 OY1190'OF DOUBLE UTILITY POLE NUMBER 20, AND 0.8 M (2.6 FT) WEST OF A
 OY1190'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OY1190'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1159 ***********************************************************************
 OY1159  DESIGNATION -  C 432
 OY1159  PID         -  OY1159
 OY1159  STATE/COUNTY-  ID/BUTTE
 OY1159  USGS QUAD   -  EAST OF HOWE PEAK (1973)
 OY1159
 OY1159                         *CURRENT SURVEY CONTROL
 OY1159  ___________________________________________________________________
 OY1159* NAD 83(1986)-  43 44 21.     (N)    112 57 53.     (W)     SCALED    
 OY1159* NAVD 88     -      1468.190  (meters)    4816.89   (feet)  ADJUSTED  
 OY1159  ___________________________________________________________________
 OY1159  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 OY1159  DYNAMIC HT  -        1467.421 (meters)    4814.36  (feet)  COMP
 OY1159  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 OY1159
 OY1159  VERT ORDER  -  FIRST     CLASS II
 OY1159
 OY1159.The horizontal coordinates were scaled from a topographic map and have
 OY1159.an estimated accuracy of +/- 6 seconds.
 OY1159
 OY1159.The orthometric height was determined by differential leveling
 OY1159.and adjusted by the National Geodetic Survey in December 1992..
 OY1159
 OY1159.The geoid height was determined by GEOID03.
 OY1159
 OY1159.The dynamic height is computed by dividing the NAVD 88
 OY1159.geopotential number by the normal gravity value computed on the
 OY1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1159.degrees latitude (g = 980.6199 gals.).
 OY1159
 OY1159.The modeled gravity was interpolated from observed gravity values.
 OY1159
 OY1159;                    North         East    Units  Estimated Accuracy
 OY1159;SPC ID C     -   230,740.      583,390.      MT  (+/- 180 meters Scaled)
 OY1159
 OY1159                          SUPERSEDED SURVEY CONTROL
 OY1159
 OY1159  NGVD 29 (08/20/92) 1467.117  (m)         4813.37   (f) ADJUSTED    1 2
 OY1159
 OY1159.Superseded values are not recommended for survey control.
 OY1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1159.See file dsdata.txt to determine how the superseded data were derived.
 OY1159
 OY1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP417447(NAD 83)
 OY1159_MARKER: DV = VERTICAL CONTROL DISK
 OY1159_SETTING: 66 = SET IN ROCK OUTCROP
 OY1159_SP_SET: BEDROCK
 OY1159_STAMPING: C 432 1992
 OY1159_MARK LOGO: NGS   
 OY1159_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1159+STABILITY: POSITION/ELEVATION WELL
 OY1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1159+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1159
 OY1159  HISTORY     - Date     Condition        Report By
 OY1159  HISTORY     - 1992     MONUMENTED       NGS
 OY1159
 OY1159                          STATION DESCRIPTION
 OY1159
 OY1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1159'2.7 KM (1.65 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1159'POST OFFICE IN HOWE, THENCE 1.5 KM (0.95 MI) EASTERLY ALONG A
 OY1159'GRAVELED ROAD, THENCE 1.9 KM (1.20 MI) SOUTHEASTERLY ALONG A TRACK
 OY1159'ROAD, THENCE 2.1 KM (1.30 MI) SOUTHERLY ALONG TRACK ROAD T-14, NEAR
 OY1159'THE WEST END OF A 15 BY 30-FOOT AREA OF OUTCROPPING BEDROCK, 7.2 M
 OY1159'(23.6 FT) EAST OF THE ROAD CENTER, 0.4 M (1.3 FT) WEST OF A WITNESS
 OY1159'POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1206 ***********************************************************************
 OY1206  DESIGNATION -  C 433
 OY1206  PID         -  OY1206
 OY1206  STATE/COUNTY-  ID/BUTTE
 OY1206  USGS QUAD   -  RYEGRASS FLAT (1973)
 OY1206
 OY1206                         *CURRENT SURVEY CONTROL
 OY1206  ___________________________________________________________________
 OY1206* NAD 83(1986)-  43 32 23.     (N)    112 52 30.     (W)     SCALED    
 OY1206* NAVD 88     -      1497.284  (meters)    4912.34   (feet)  ADJUSTED  
 OY1206  ___________________________________________________________________
 OY1206  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 OY1206  DYNAMIC HT  -        1496.493 (meters)    4909.74  (feet)  COMP
 OY1206  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 OY1206
 OY1206  VERT ORDER  -  FIRST     CLASS II
 OY1206
 OY1206.The horizontal coordinates were scaled from a topographic map and have
 OY1206.an estimated accuracy of +/- 6 seconds.
 OY1206
 OY1206.The orthometric height was determined by differential leveling
 OY1206.and adjusted by the National Geodetic Survey in December 1992..
 OY1206
 OY1206.The geoid height was determined by GEOID03.
 OY1206
 OY1206.The dynamic height is computed by dividing the NAVD 88
 OY1206.geopotential number by the normal gravity value computed on the
 OY1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1206.degrees latitude (g = 980.6199 gals.).
 OY1206
 OY1206.The modeled gravity was interpolated from observed gravity values.
 OY1206
 OY1206;                    North         East    Units  Estimated Accuracy
 OY1206;SPC ID C     -   208,670.      590,920.      MT  (+/- 180 meters Scaled)
 OY1206
 OY1206                          SUPERSEDED SURVEY CONTROL
 OY1206
 OY1206  NGVD 29 (08/20/92) 1496.224  (m)         4908.86   (f) ADJUSTED    1 2
 OY1206
 OY1206.Superseded values are not recommended for survey control.
 OY1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1206.See file dsdata.txt to determine how the superseded data were derived.
 OY1206
 OY1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP485224(NAD 83)
 OY1206_MARKER: DV = VERTICAL CONTROL DISK
 OY1206_SETTING: 66 = SET IN ROCK OUTCROP
 OY1206_SP_SET: BEDROCK
 OY1206_STAMPING: C 433 1992
 OY1206_MARK LOGO: NGS   
 OY1206_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1206+STABILITY: POSITION/ELEVATION WELL
 OY1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1206+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1206
 OY1206  HISTORY     - Date     Condition        Report By
 OY1206  HISTORY     - 1992     MONUMENTED       NGS
 OY1206
 OY1206                          STATION DESCRIPTION
 OY1206
 OY1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1206'37.9 KM (23.55 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1206'OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY
 OY1206'ALONG PORTLAND AVENUE, THENCE 3.7 KM (2.30 MI) NORTHEASTERLY ALONG
 OY1206'JEFFERSON BOULEVARD, NEAR THE EAST END OF A 12 BY 30-FOOT AREA OF
 OY1206'OUTCROPPING BEDROCK, 77.6 M (254.6 FT) EAST OF THE BOULEVARD
 OY1206'CENTERLINE, 25.9 M (85.0 FT) SOUTH OF THE CENTER OF WILSON AVENUE,
 OY1206'1.2 M (3.9 FT) NORTHEAST OF A WITNESS POST, AND 0.6 M (2.0 FT) ABOVE
 OY1206'THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1244 ***********************************************************************
 OY1244  DESIGNATION -  C 434
 OY1244  PID         -  OY1244
 OY1244  STATE/COUNTY-  ID/JEFFERSON
 OY1244  USGS QUAD   -  ANTELOPE BUTTE (1969)
 OY1244
 OY1244                         *CURRENT SURVEY CONTROL
 OY1244  ___________________________________________________________________
 OY1244* NAD 83(1986)-  43 46 24.     (N)    112 34 24.     (W)     SCALED    
 OY1244* NAVD 88     -      1460.348  (meters)    4791.16   (feet)  ADJUSTED  
 OY1244  ___________________________________________________________________
 OY1244  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 OY1244  DYNAMIC HT  -        1459.603 (meters)    4788.71  (feet)  COMP
 OY1244  MODELED GRAV-     980,057.6   (mgal)                       NAVD 88
 OY1244
 OY1244  VERT ORDER  -  FIRST     CLASS II
 OY1244
 OY1244.The horizontal coordinates were scaled from a topographic map and have
 OY1244.an estimated accuracy of +/- 6 seconds.
 OY1244
 OY1244.The orthometric height was determined by differential leveling
 OY1244.and adjusted by the National Geodetic Survey in December 1992..
 OY1244
 OY1244.The geoid height was determined by GEOID03.
 OY1244
 OY1244.The dynamic height is computed by dividing the NAVD 88
 OY1244.geopotential number by the normal gravity value computed on the
 OY1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1244.degrees latitude (g = 980.6199 gals.).
 OY1244
 OY1244.The modeled gravity was interpolated from observed gravity values.
 OY1244
 OY1244;                    North         East    Units  Estimated Accuracy
 OY1244;SPC ID E     -   234,090.      167,260.      MT  (+/- 180 meters Scaled)
 OY1244
 OY1244                          SUPERSEDED SURVEY CONTROL
 OY1244
 OY1244  NGVD 29 (08/20/92) 1459.269  (m)         4787.62   (f) ADJUSTED    1 2
 OY1244
 OY1244.Superseded values are not recommended for survey control.
 OY1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1244.See file dsdata.txt to determine how the superseded data were derived.
 OY1244
 OY1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP733479(NAD 83)
 OY1244_MARKER: DV = VERTICAL CONTROL DISK
 OY1244_SETTING: 66 = SET IN ROCK OUTCROP
 OY1244_SP_SET: BEDROCK
 OY1244_STAMPING: C 434 1992
 OY1244_MARK LOGO: NGS   
 OY1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1244+STABILITY: POSITION/ELEVATION WELL
 OY1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1244+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1244
 OY1244  HISTORY     - Date     Condition        Report By
 OY1244  HISTORY     - 1992     MONUMENTED       NGS
 OY1244
 OY1244                          STATION DESCRIPTION
 OY1244
 OY1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1244'17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1244'OFFICE IN TERRETON, THENCE 2.2 KM (1.35 MI) SOUTHWESTERLY ALONG TRACK
 OY1244'ROAD T-17, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG A TRACK ROAD,
 OY1244'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG A TRACK ROAD, THENCE 2.3 KM
 OY1244'(1.40 MI) NORTHEASTERLY ALONG A TRACK ROAD, THENCE 6.6 KM (4.10 MI)
 OY1244'EASTERLY ALONG TRACK ROAD T-9, THENCE 0.3 SOUTHERLY ALONG A TRACK
 OY1244'ROAD, NEAR THE NORTH END OF A 12 BY 43-FOOT AREA OF OUTCROPPING
 OY1244'BEDROCK, 36.9 M (121.1 FT) SOUTH OF USGS WELL NUMBER 31, 4.3 M (14.1
 OY1244'FT) WEST OF THE EXTENDED CENTER OF THE ROAD, 0.4 M (1.3 FT) WEST OF A
 OY1244'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1275 ***********************************************************************
 OY1275  DESIGNATION -  C 435
 OY1275  PID         -  OY1275
 OY1275  STATE/COUNTY-  ID/JEFFERSON
 OY1275  USGS QUAD   -  MUD LAKE SE (1964)
 OY1275
 OY1275                         *CURRENT SURVEY CONTROL
 OY1275  ___________________________________________________________________
 OY1275* NAD 83(1986)-  43 50 23.     (N)    112 15 30.     (W)     SCALED    
 OY1275* NAVD 88     -      1502.834  (meters)    4930.55   (feet)  ADJUSTED  
 OY1275  ___________________________________________________________________
 OY1275  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 OY1275  DYNAMIC HT  -        1502.077 (meters)    4928.06  (feet)  COMP
 OY1275  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 OY1275
 OY1275  VERT ORDER  -  FIRST     CLASS II
 OY1275
 OY1275.The horizontal coordinates were scaled from a topographic map and have
 OY1275.an estimated accuracy of +/- 6 seconds.
 OY1275
 OY1275.The orthometric height was determined by differential leveling
 OY1275.and adjusted by the National Geodetic Survey in December 1992..
 OY1275
 OY1275.The geoid height was determined by GEOID03.
 OY1275
 OY1275.The dynamic height is computed by dividing the NAVD 88
 OY1275.geopotential number by the normal gravity value computed on the
 OY1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1275.degrees latitude (g = 980.6199 gals.).
 OY1275
 OY1275.The modeled gravity was interpolated from observed gravity values.
 OY1275
 OY1275;                    North         East    Units  Estimated Accuracy
 OY1275;SPC ID E     -   241,390.      192,630.      MT  (+/- 180 meters Scaled)
 OY1275
 OY1275                          SUPERSEDED SURVEY CONTROL
 OY1275
 OY1275  NGVD 29 (08/20/92) 1501.759  (m)         4927.02   (f) ADJUSTED    1 2
 OY1275
 OY1275.Superseded values are not recommended for survey control.
 OY1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1275.See file dsdata.txt to determine how the superseded data were derived.
 OY1275
 OY1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP988548(NAD 83)
 OY1275_MARKER: DV = VERTICAL CONTROL DISK
 OY1275_SETTING: 66 = SET IN ROCK OUTCROP
 OY1275_SP_SET: BEDROCK
 OY1275_STAMPING: C 435 1992
 OY1275_MARK LOGO: NGS   
 OY1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1275+STABILITY: POSITION/ELEVATION WELL
 OY1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1275+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1275
 OY1275  HISTORY     - Date     Condition        Report By
 OY1275  HISTORY     - 1992     MONUMENTED       NGS
 OY1275
 OY1275                          STATION DESCRIPTION
 OY1275
 OY1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1275'14.5 KM (9.00 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1275'OFFICE IN TERRETON, NEAR THE CENTER OF A 10 BY 90-FOOT EXPOSED AREA
 OY1275'OF BEDROCK IN A HIGHWAY CUT, 11.4 M (37.4 FT) NORTH OF AND LEVEL WITH
 OY1275'THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1141 ***********************************************************************
 OY1141  DESIGNATION -  C 436
 OY1141  PID         -  OY1141
 OY1141  STATE/COUNTY-  ID/BUTTE
 OY1141  USGS QUAD   -  HOWE PEAK (1972)
 OY1141
 OY1141                         *CURRENT SURVEY CONTROL
 OY1141  ___________________________________________________________________
 OY1141* NAD 83(1986)-  43 40 00.     (N)    113 02 55.     (W)     SCALED    
 OY1141* NAVD 88     -      1536.502  (meters)    5041.01   (feet)  ADJUSTED  
 OY1141  ___________________________________________________________________
 OY1141  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 OY1141  DYNAMIC HT  -        1535.681 (meters)    5038.31  (feet)  COMP
 OY1141  MODELED GRAV-     980,030.9   (mgal)                       NAVD 88
 OY1141
 OY1141  VERT ORDER  -  FIRST     CLASS II
 OY1141
 OY1141.The horizontal coordinates were scaled from a topographic map and have
 OY1141.an estimated accuracy of +/- 6 seconds.
 OY1141
 OY1141.The orthometric height was determined by differential leveling
 OY1141.and adjusted by the National Geodetic Survey in December 1992..
 OY1141
 OY1141.The geoid height was determined by GEOID03.
 OY1141
 OY1141.The dynamic height is computed by dividing the NAVD 88
 OY1141.geopotential number by the normal gravity value computed on the
 OY1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1141.degrees latitude (g = 980.6199 gals.).
 OY1141
 OY1141.The modeled gravity was interpolated from observed gravity values.
 OY1141
 OY1141;                    North         East    Units  Estimated Accuracy
 OY1141;SPC ID C     -   222,600.      576,730.      MT  (+/- 180 meters Scaled)
 OY1141
 OY1141                          SUPERSEDED SURVEY CONTROL
 OY1141
 OY1141  NGVD 29 (08/20/92) 1535.435  (m)         5037.51   (f) ADJUSTED    1 2
 OY1141
 OY1141.Superseded values are not recommended for survey control.
 OY1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1141.See file dsdata.txt to determine how the superseded data were derived.
 OY1141
 OY1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP348368(NAD 83)
 OY1141_MARKER: I = METAL ROD
 OY1141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1141_SP_SET: STAINLESS STEEL ROD
 OY1141_STAMPING: C 436 1992
 OY1141_MARK LOGO: NGS   
 OY1141_PROJECTION: FLUSH
 OY1141_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1141+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1141_ROD/PIPE-DEPTH: 9.5  meters
 OY1141
 OY1141  HISTORY     - Date     Condition        Report By
 OY1141  HISTORY     - 1992     MONUMENTED       NGS
 OY1141
 OY1141                          STATION DESCRIPTION
 OY1141
 OY1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1141'13.9 KM (8.65 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1141'POST OFFICE IN HOWE, 15.8 M (51.8 FT) SOUTHEAST OF THE HIGHWAY
 OY1141'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 OY1141'(1.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 OY1141'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AE6303 ***********************************************************************
 AE6303  DESIGNATION -  C 438
 AE6303  PID         -  AE6303
 AE6303  STATE/COUNTY-  ID/ADA
 AE6303  USGS QUAD   -  EAGLE (1979)
 AE6303
 AE6303                         *CURRENT SURVEY CONTROL
 AE6303  ___________________________________________________________________
 AE6303* NAD 83(1986)-  43 40 15.     (N)    116 16 59.     (W)     SCALED    
 AE6303* NAVD 88     -       795.612  (meters)    2610.27   (feet)  ADJUSTED  
 AE6303  ___________________________________________________________________
 AE6303  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 AE6303  DYNAMIC HT  -         795.312 (meters)    2609.29  (feet)  COMP
 AE6303  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 AE6303
 AE6303  VERT ORDER  -  SECOND    CLASS II
 AE6303
 AE6303.The horizontal coordinates were scaled from a topographic map and have
 AE6303.an estimated accuracy of +/- 6 seconds.
 AE6303
 AE6303.The orthometric height was determined by differential leveling
 AE6303.and adjusted by the National Geodetic Survey in March 1998..
 AE6303
 AE6303.The geoid height was determined by GEOID03.
 AE6303
 AE6303.The dynamic height is computed by dividing the NAVD 88
 AE6303.geopotential number by the normal gravity value computed on the
 AE6303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6303.degrees latitude (g = 980.6199 gals.).
 AE6303
 AE6303.The modeled gravity was interpolated from observed gravity values.
 AE6303
 AE6303;                    North         East    Units  Estimated Accuracy
 AE6303;SPC ID W     -   222,760.      757,010.      MT  (+/- 180 meters Scaled)
 AE6303
 AE6303                          SUPERSEDED SURVEY CONTROL
 AE6303
 AE6303.No superseded survey control is available for this station.
 AE6303
 AE6303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ577355(NAD 83)
 AE6303_MARKER: DV = VERTICAL CONTROL DISK
 AE6303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6303_STAMPING: C 438 1997
 AE6303_MARK LOGO: NGS   
 AE6303_PROJECTION: FLUSH
 AE6303_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6303+STABILITY: SURFACE MOTION
 AE6303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6303+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6303
 AE6303  HISTORY     - Date     Condition        Report By
 AE6303  HISTORY     - 1997     MONUMENTED       IDTD
 AE6303  HISTORY     - 19981006 GOOD             EQUINO
 AE6303  HISTORY     - 19990406 GOOD             IDTD
 AE6303
 AE6303                          STATION DESCRIPTION
 AE6303
 AE6303'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 1997 (DSS)
 AE6303'REACHED FROM THE COURTHOUSE IN BOISE, GO NORTHWEST ON STATE STREET AND
 AE6303'STATE HIGHWAY 44 FOR 8.56 KM (5.30 MI) TO GERRY LANE, CONTINUE
 AE6303'NORTHWEST ON STATE STREET AND STATE HIGHWAY 44 FOR 0.44 KM (0.25 MI)
 AE6303'AND THE MARK ON THE RIGHT.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY MARK IS A
 AE6303'12-INCH IN-DIAMETER CONCRETE POST SET TO A DEPTH OF 1.0 METERS (3.3
 AE6303'FT) AND FLUSH WITH THE GROUND SURFACE.  LOCATED 17.3 M (56.8 FT)
 AE6303'NORTHEAST OF THE HIGHWAY PAINTED HIGHWAY CENTERLINE, 7.85 M (25.75 FT)
 AE6303'NORTHWEST OF A POWER POLE NUMBER 7, 1.0 M (3.3 FT) SOUTH OF A
 AE6303'RIGHT-OF-WAY MARKER, 36.0 M (118.1 FT) SOUTHEAST OF THE APPROXIMATE
 AE6303'CENTER OF A DIRT AND GRAVEL ENTRANCE ROAD LEADING TO R AND M STEEL AND
 AE6303'ABC SEPTIC SERVICE.
 AE6303
 AE6303                          STATION RECOVERY (1998)
 AE6303
 AE6303'RECOVERY NOTE BY EQUINOX INC 1998 (RLB)
 AE6303'RECOVERED AS DESCRIBED.
 AE6303
 AE6303                          STATION RECOVERY (1999)
 AE6303
 AE6303'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 AE6303'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0414 ***********************************************************************
 NT0414  DESIGNATION -  C 44
 NT0414  PID         -  NT0414
 NT0414  STATE/COUNTY-  ID/CARIBOU
 NT0414  USGS QUAD   -  SODA SPRINGS (1982)
 NT0414
 NT0414                         *CURRENT SURVEY CONTROL
 NT0414  ___________________________________________________________________
 NT0414* NAD 83(1986)-  42 40 25.     (N)    111 35 03.     (W)     SCALED    
 NT0414* NAVD 88     -      1805.905  (meters)    5924.87   (feet)  ADJUSTED  
 NT0414  ___________________________________________________________________
 NT0414  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 NT0414  DYNAMIC HT  -        1804.658 (meters)    5920.78  (feet)  COMP
 NT0414  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 NT0414
 NT0414  VERT ORDER  -  SECOND    CLASS 0
 NT0414
 NT0414.The horizontal coordinates were scaled from a topographic map and have
 NT0414.an estimated accuracy of +/- 6 seconds.
 NT0414
 NT0414.The orthometric height was determined by differential leveling
 NT0414.and adjusted by the National Geodetic Survey in June 1991..
 NT0414
 NT0414.The geoid height was determined by GEOID03.
 NT0414
 NT0414.The dynamic height is computed by dividing the NAVD 88
 NT0414.geopotential number by the normal gravity value computed on the
 NT0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0414.degrees latitude (g = 980.6199 gals.).
 NT0414
 NT0414.The modeled gravity was interpolated from observed gravity values.
 NT0414
 NT0414;                    North         East    Units  Estimated Accuracy
 NT0414;SPC ID E     -   112,010.      247,750.      MT  (+/- 180 meters Scaled)
 NT0414
 NT0414                          SUPERSEDED SURVEY CONTROL
 NT0414
 NT0414  NGVD 29 (??/??/92) 1804.69   (m)         5920.9    (f) COMPUTED    2 0
 NT0414
 NT0414.Superseded values are not recommended for survey control.
 NT0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0414.See file dsdata.txt to determine how the superseded data were derived.
 NT0414
 NT0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN521247(NAD 83)
 NT0414_MARKER: DB = BENCH MARK DISK
 NT0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0414_STAMPING: C 44 1934
 NT0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0414+STABILITY: SURFACE MOTION
 NT0414
 NT0414  HISTORY     - Date     Condition        Report By
 NT0414  HISTORY     - 1934     MONUMENTED       CGS
 NT0414  HISTORY     - 1951     MARK NOT FOUND   NGS
 NT0414  HISTORY     - 1979     MARK NOT FOUND   USGS
 NT0414
 NT0414                          STATION DESCRIPTION
 NT0414
 NT0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0414'2.2 MI N FROM SODA SPRINGS.
 NT0414'2.2 MILES NORTH ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE AT
 NT0414'SODA SPRINGS, CARIBOU COUNTY, ABOUT 0.8 MILE SOUTH OF A RAILROAD
 NT0414'CROSSING, 97 FEET SOUTHEAST OF AN IRRIGATION DITCH CULVERT, 95 FEET
 NT0414'SOUTHEAST OF A FENCE CORNER WEST OF THE HIGHWAY, 39 FEET EAST OF THE
 NT0414'CENTER LINE OF THE HIGHWAY, AND 1 FOOT WEST OF A FENCE.  A STANDARD
 NT0414'DISK, STAMPED C 44 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 NT0414'NEW ROAD CONSTRUCTION MAY HAVE DESTROYED IT, THE HIGHWAY DEPT.
 NT0414'CONTACTED IN SODA SPRINGS AND THEY COULD NOT HELP IN THE LOCATION OF
 NT0414'THE MARK.
 NT0414
 NT0414                          STATION RECOVERY (1979)
 NT0414
 NT0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NT0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0344 ***********************************************************************
 OX0344  DESIGNATION -  C 45
 OX0344  PID         -  OX0344
 OX0344  STATE/COUNTY-  ID/BONNEVILLE
 OX0344  USGS QUAD   -  BEAR ISLAND (1966)
 OX0344
 OX0344                         *CURRENT SURVEY CONTROL
 OX0344  ___________________________________________________________________
 OX0344* NAD 83(1986)-  43 06 51.     (N)    111 23 31.     (W)     SCALED    
 OX0344* NAVD 88     -      1951.896  (meters)    6403.85   (feet)  ADJUSTED  
 OX0344  ___________________________________________________________________
 OX0344  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 OX0344  DYNAMIC HT  -        1950.542 (meters)    6399.40  (feet)  COMP
 OX0344  MODELED GRAV-     979,857.1   (mgal)                       NAVD 88
 OX0344
 OX0344  VERT ORDER  -  SECOND    CLASS 0
 OX0344
 OX0344.The horizontal coordinates were scaled from a topographic map and have
 OX0344.an estimated accuracy of +/- 6 seconds.
 OX0344
 OX0344.The orthometric height was determined by differential leveling
 OX0344.and adjusted by the National Geodetic Survey in June 1991..
 OX0344
 OX0344.The geoid height was determined by GEOID03.
 OX0344
 OX0344.The dynamic height is computed by dividing the NAVD 88
 OX0344.geopotential number by the normal gravity value computed on the
 OX0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0344.degrees latitude (g = 980.6199 gals.).
 OX0344
 OX0344.The modeled gravity was interpolated from observed gravity values.
 OX0344
 OX0344;                    North         East    Units  Estimated Accuracy
 OX0344;SPC ID E     -   161,070.      263,050.      MT  (+/- 180 meters Scaled)
 OX0344
 OX0344                          SUPERSEDED SURVEY CONTROL
 OX0344
 OX0344  NGVD 29 (??/??/92) 1950.598  (m)         6399.59   (f) ADJ UNCH    2 0
 OX0344
 OX0344.Superseded values are not recommended for survey control.
 OX0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0344.See file dsdata.txt to determine how the superseded data were derived.
 OX0344
 OX0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN681735(NAD 83)
 OX0344_MARKER: DB = BENCH MARK DISK
 OX0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0344_STAMPING: C 45 1934
 OX0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0344+STABILITY: SURFACE MOTION
 OX0344
 OX0344  HISTORY     - Date     Condition        Report By
 OX0344  HISTORY     - 1934     MONUMENTED       CGS
 OX0344  HISTORY     - 1966     MARK NOT FOUND   NGS
 OX0344
 OX0344                          STATION DESCRIPTION
 OX0344
 OX0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0344'2.8 MI S FROM HERMAN.
 OX0344'2.8 MILES SOUTH ALONG THE HERMAN-GRAY ROAD FROM THE RANGER STATION AT
 OX0344'HERMAN, BONNEVILLE COUNTY, ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION OF
 OX0344'A ROAD AT A CURVE, ABOUT 345 FEET SOUTH OF THE WEST END OF A LAMBING
 OX0344'PEN, ABOUT 210 FEET NORTHWEST OF A CORRUGATED IRON CULVERT, 75 FEET
 OX0344'WEST OF A BOX CULVERT UNDER THE ROAD, 63 FEET SOUTHWEST OF THE CENTER
 OX0344'LINE OF THE ROAD, ABOUT 30 FEET SOUTHEAST OF THE EDGE OF SWAMP BUSHES,
 OX0344'AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED C 45 1934 AND
 OX0344'SET IN THE TOP OF A CONCRETE POST.
 OX0344
 OX0344                          STATION RECOVERY (1966)
 OX0344
 OX0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OX0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0592 ***********************************************************************
 OX0592  DESIGNATION -  C 46
 OX0592  PID         -  OX0592
 OX0592  STATE/COUNTY-  ID/BONNEVILLE
 OX0592  USGS QUAD   -  UCON (1979)
 OX0592
 OX0592                         *CURRENT SURVEY CONTROL
 OX0592  ___________________________________________________________________
 OX0592* NAD 83(1986)-  43 30 40.     (N)    111 54 21.     (W)     SCALED    
 OX0592* NAVD 88     -      1474.934  (meters)    4839.01   (feet)  ADJUSTED  
 OX0592  ___________________________________________________________________
 OX0592  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 OX0592  DYNAMIC HT  -        1474.140 (meters)    4836.41  (feet)  COMP
 OX0592  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 OX0592
 OX0592  VERT ORDER  -  SECOND    CLASS 0
 OX0592
 OX0592.The horizontal coordinates were scaled from a topographic map and have
 OX0592.an estimated accuracy of +/- 6 seconds.
 OX0592
 OX0592.The orthometric height was determined by differential leveling
 OX0592.and adjusted by the National Geodetic Survey in June 1991..
 OX0592
 OX0592.The geoid height was determined by GEOID03.
 OX0592
 OX0592.The dynamic height is computed by dividing the NAVD 88
 OX0592.geopotential number by the normal gravity value computed on the
 OX0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0592.degrees latitude (g = 980.6199 gals.).
 OX0592
 OX0592.The modeled gravity was interpolated from observed gravity values.
 OX0592
 OX0592;                    North         East    Units  Estimated Accuracy
 OX0592;SPC ID E     -   204,910.      221,090.      MT  (+/- 180 meters Scaled)
 OX0592
 OX0592                          SUPERSEDED SURVEY CONTROL
 OX0592
 OX0592  NGVD 29 (??/??/92) 1473.835  (m)         4835.41   (f) ADJ UNCH    2 0
 OX0592
 OX0592.Superseded values are not recommended for survey control.
 OX0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0592.See file dsdata.txt to determine how the superseded data were derived.
 OX0592
 OX0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP267179(NAD 83)
 OX0592_MARKER: DB = BENCH MARK DISK
 OX0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0592_STAMPING: C 46 19834
 OX0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0592+STABILITY: SURFACE MOTION
 OX0592
 OX0592  HISTORY     - Date     Condition        Report By
 OX0592  HISTORY     - 1934     MONUMENTED       CGS
 OX0592  HISTORY     - 1975     GOOD             USGS
 OX0592
 OX0592                          STATION DESCRIPTION
 OX0592
 OX0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0592'3.2 MI SE FROM LINCOLN.
 OX0592'ABOUT 3.2 MILES SOUTHEAST ALONG THE OZONE-LINCOLN ROAD FROM THE PUBLIC
 OX0592'SCHOOL AT LINCOLN, BONNEVILLE COUNTY, ABOUT 339 FEET EAST OF THE
 OX0592'BRIDGE ACROSS EAST SIDE CANAL, ABOUT 360 FEET WEST OF A ROAD
 OX0592'INTERSECTION AT A JUNK PILE, 54 FEET NORTH OF THE CENTER LINE OF THE
 OX0592'ROAD, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED C 46 1934
 OX0592'AND SET IN THE TOP OF A CONCRETE POST.
 OX0592
 OX0592                          STATION RECOVERY (1975)
 OX0592
 OX0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OX0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0185 ***********************************************************************
 NT0185  DESIGNATION -  C 47
 NT0185  PID         -  NT0185
 NT0185  STATE/COUNTY-  ID/BEAR LAKE
 NT0185  USGS QUAD   -  BORDER (1980)
 NT0185
 NT0185                         *CURRENT SURVEY CONTROL
 NT0185  ___________________________________________________________________
 NT0185* NAD 83(1986)-  42 09 54.     (N)    111 06 25.     (W)     SCALED    
 NT0185* NAVD 88     -      1844.854  (meters)    6052.66   (feet)  ADJUSTED  
 NT0185  ___________________________________________________________________
 NT0185  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 NT0185  DYNAMIC HT  -        1843.432 (meters)    6047.99  (feet)  COMP
 NT0185  MODELED GRAV-     979,785.7   (mgal)                       NAVD 88
 NT0185
 NT0185  VERT ORDER  -  SECOND    CLASS 0
 NT0185
 NT0185.The horizontal coordinates were scaled from a topographic map and have
 NT0185.an estimated accuracy of +/- 6 seconds.
 NT0185
 NT0185.The orthometric height was determined by differential leveling
 NT0185.and adjusted by the National Geodetic Survey in June 1991..
 NT0185
 NT0185.The geoid height was determined by GEOID03.
 NT0185
 NT0185.The dynamic height is computed by dividing the NAVD 88
 NT0185.geopotential number by the normal gravity value computed on the
 NT0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0185.degrees latitude (g = 980.6199 gals.).
 NT0185
 NT0185.The modeled gravity was interpolated from observed gravity values.
 NT0185
 NT0185;                    North         East    Units  Estimated Accuracy
 NT0185;SPC ID E     -    55,890.      287,570.      MT  (+/- 180 meters Scaled)
 NT0185
 NT0185                          SUPERSEDED SURVEY CONTROL
 NT0185
 NT0185  NGVD 29 (??/??/92) 1843.604  (m)         6048.56   (f) ADJ UNCH    2 0
 NT0185
 NT0185.Superseded values are not recommended for survey control.
 NT0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0185.See file dsdata.txt to determine how the superseded data were derived.
 NT0185
 NT0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM911681(NAD 83)
 NT0185_MARKER: DB = BENCH MARK DISK
 NT0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0185_SP_SET: ABUTMENT
 NT0185_STAMPING: C 47 1934
 NT0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0185
 NT0185  HISTORY     - Date     Condition        Report By
 NT0185  HISTORY     - 1934     MONUMENTED       CGS
 NT0185
 NT0185                          STATION DESCRIPTION
 NT0185
 NT0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0185'1.9 MI E FROM PEGRAM.
 NT0185'ABOUT 1.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE SCHOOL
 NT0185'(DISTRICT 5) AT PEGRAM, BEAR LAKE COUNTY, AT BRIDGE 95.94 OVER BEAR
 NT0185'RIVER, IN THE TOP OF THE NORTHEAST CONCRETE ABUTMENT, ABOUT 165 FEET
 NT0185'SOUTHWEST OF A DIRT-ROAD CROSSING, 60 FEET SOUTH OF A SIGNAL POLE, AND
 NT0185'26 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 NT0185'STAMPED C 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0444 ***********************************************************************
 NT0444  DESIGNATION -  C 48
 NT0444  PID         -  NT0444
 NT0444  STATE/COUNTY-  ID/CARIBOU
 NT0444  USGS QUAD   -  SODA PEAK (1982)
 NT0444
 NT0444                         *CURRENT SURVEY CONTROL
 NT0444  ___________________________________________________________________
 NT0444* NAD 83(1986)-  42 36 13.     (N)    111 32 12.     (W)     SCALED    
 NT0444* NAVD 88     -      1768.740  (meters)    5802.94   (feet)  ADJUSTED  
 NT0444  ___________________________________________________________________
 NT0444  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 NT0444  DYNAMIC HT  -        1767.473 (meters)    5798.78  (feet)  COMP
 NT0444  MODELED GRAV-     979,842.3   (mgal)                       NAVD 88
 NT0444
 NT0444  VERT ORDER  -  SECOND    CLASS 0
 NT0444
 NT0444.The horizontal coordinates were scaled from a topographic map and have
 NT0444.an estimated accuracy of +/- 6 seconds.
 NT0444
 NT0444.The orthometric height was determined by differential leveling
 NT0444.and adjusted by the National Geodetic Survey in June 1991..
 NT0444
 NT0444.The geoid height was determined by GEOID03.
 NT0444
 NT0444.The dynamic height is computed by dividing the NAVD 88
 NT0444.geopotential number by the normal gravity value computed on the
 NT0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0444.degrees latitude (g = 980.6199 gals.).
 NT0444
 NT0444.The modeled gravity was interpolated from observed gravity values.
 NT0444
 NT0444;                    North         East    Units  Estimated Accuracy
 NT0444;SPC ID E     -   104,260.      251,700.      MT  (+/- 180 meters Scaled)
 NT0444
 NT0444                          SUPERSEDED SURVEY CONTROL
 NT0444
 NT0444  NGVD 29 (??/??/92) 1767.510  (m)         5798.91   (f) ADJ UNCH    2 0
 NT0444
 NT0444.Superseded values are not recommended for survey control.
 NT0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0444.See file dsdata.txt to determine how the superseded data were derived.
 NT0444
 NT0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN559169(NAD 83)
 NT0444_MARKER: DB = BENCH MARK DISK
 NT0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0444_STAMPING: C 48 1934
 NT0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0444+STABILITY: SURFACE MOTION
 NT0444
 NT0444  HISTORY     - Date     Condition        Report By
 NT0444  HISTORY     - 1934     MONUMENTED       CGS
 NT0444  HISTORY     - 1979     MARK NOT FOUND   USGS
 NT0444
 NT0444                          STATION DESCRIPTION
 NT0444
 NT0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0444'IN ROSE.
 NT0444'AT ROSE, CARIBOU COUNTY, 96 FEET NORTHWEST OF THE UNION PACIFIC
 NT0444'RAILROAD STATION SIGN, ABOUT 125 FEET NORTHWEST OF MILEPOST 140, 108
 NT0444'FEET NORTHWEST OF THE TELEPHONE HOUSE, 57 FEET WEST OF THE SOUTHWEST
 NT0444'SWITCH TO A WYE, 67 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN
 NT0444'TRACK, AND 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NT0444'DISK, STAMPED C 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NT0444
 NT0444                          STATION RECOVERY (1979)
 NT0444
 NT0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NT0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0157 ***********************************************************************
 NU0157  DESIGNATION -  C 49
 NU0157  PID         -  NU0157
 NU0157  STATE/COUNTY-  ID/BANNOCK
 NU0157  USGS QUAD   -  LAVA HOT SPRINGS (1968)
 NU0157
 NU0157                         *CURRENT SURVEY CONTROL
 NU0157  ___________________________________________________________________
 NU0157* NAD 83(1986)-  42 37 18.     (N)    112 02 29.     (W)     SCALED    
 NU0157* NAVD 88     -      1529.789  (meters)    5018.98   (feet)  ADJUSTED  
 NU0157  ___________________________________________________________________
 NU0157  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NU0157  DYNAMIC HT  -        1528.812 (meters)    5015.78  (feet)  COMP
 NU0157  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 NU0157
 NU0157  VERT ORDER  -  SECOND    CLASS 0
 NU0157
 NU0157.The horizontal coordinates were scaled from a topographic map and have
 NU0157.an estimated accuracy of +/- 6 seconds.
 NU0157
 NU0157.The orthometric height was determined by differential leveling
 NU0157.and adjusted by the National Geodetic Survey in June 1991..
 NU0157
 NU0157.The geoid height was determined by GEOID03.
 NU0157
 NU0157.The dynamic height is computed by dividing the NAVD 88
 NU0157.geopotential number by the normal gravity value computed on the
 NU0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0157.degrees latitude (g = 980.6199 gals.).
 NU0157
 NU0157.The modeled gravity was interpolated from observed gravity values.
 NU0157
 NU0157;                    North         East    Units  Estimated Accuracy
 NU0157;SPC ID E     -   106,080.      210,280.      MT  (+/- 180 meters Scaled)
 NU0157
 NU0157                          SUPERSEDED SURVEY CONTROL
 NU0157
 NU0157  NGVD 29 (??/??/92) 1528.696  (m)         5015.40   (f) ADJ UNCH    2 0
 NU0157
 NU0157.Superseded values are not recommended for survey control.
 NU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0157.See file dsdata.txt to determine how the superseded data were derived.
 NU0157
 NU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN145193(NAD 83)
 NU0157_MARKER: DB = BENCH MARK DISK
 NU0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0157_STAMPING: C 49 1934
 NU0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0157+STABILITY: SURFACE MOTION
 NU0157
 NU0157  HISTORY     - Date     Condition        Report By
 NU0157  HISTORY     - 1934     MONUMENTED       CGS
 NU0157
 NU0157                          STATION DESCRIPTION
 NU0157
 NU0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0157'1.8 MI SW FROM LAVA HOT SPRINGS.
 NU0157'ABOUT 1.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU0157'STATION AT LAVA HOT SPRINGS,  BANNOCK COUNTY, 60 FEET NORTHEAST OF
 NU0157'MILEPOST 182, 90 FEET EAST OF SEMAPHORE 1819, 50 FEET SOUTHEAST OF THE
 NU0157'CENTER LINE OF THE EAST-BOUND MAIN TRACK, 25 FEET NORTHWEST OF THE
 NU0157'CENTER LINE OF U.S. HIGHWAY 30N, AND 3 FEET NORTHWEST OF THE
 NU0157'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 49 1934 AND SET IN THE
 NU0157'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0194 ***********************************************************************
 RA0194  DESIGNATION -  C 5
 RA0194  PID         -  RA0194
 RA0194  STATE/COUNTY-  ID/IDAHO
 RA0194  USGS QUAD   -  INDIAN MOUNTAIN (1963)
 RA0194
 RA0194                         *CURRENT SURVEY CONTROL
 RA0194  ___________________________________________________________________
 RA0194* NAD 83(1986)-  45 08 58.     (N)    116 17 45.     (W)     SCALED    
 RA0194* NAVD 88     -      1046.370  (meters)    3432.97   (feet)  ADJUSTED  
 RA0194  ___________________________________________________________________
 RA0194  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 RA0194  DYNAMIC HT  -        1045.999 (meters)    3431.75  (feet)  COMP
 RA0194  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 RA0194
 RA0194  VERT ORDER  -  FIRST     CLASS II
 RA0194
 RA0194.The horizontal coordinates were scaled from a topographic map and have
 RA0194.an estimated accuracy of +/- 6 seconds.
 RA0194
 RA0194.The orthometric height was determined by differential leveling
 RA0194.and adjusted by the National Geodetic Survey in June 1991..
 RA0194
 RA0194.The geoid height was determined by GEOID03.
 RA0194
 RA0194.The dynamic height is computed by dividing the NAVD 88
 RA0194.geopotential number by the normal gravity value computed on the
 RA0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0194.degrees latitude (g = 980.6199 gals.).
 RA0194
 RA0194.The modeled gravity was interpolated from observed gravity values.
 RA0194
 RA0194;                    North         East    Units  Estimated Accuracy
 RA0194;SPC ID W     -   387,060.      757,080.      MT  (+/- 180 meters Scaled)
 RA0194
 RA0194                          SUPERSEDED SURVEY CONTROL
 RA0194
 RA0194  NGVD 29 (??/??/92) 1045.237  (m)         3429.25   (f) ADJ UNCH    1 2
 RA0194
 RA0194.Superseded values are not recommended for survey control.
 RA0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0194.See file dsdata.txt to determine how the superseded data were derived.
 RA0194
 RA0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK553997(NAD 83)
 RA0194_MARKER: DD = SURVEY DISK
 RA0194_SETTING: 80 = SET IN A BOULDER
 RA0194_SP_SET: BOULDER
 RA0194_STAMPING: 3430 C 5 1921
 RA0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0194+STABILITY: SURFACE MOTION
 RA0194
 RA0194  HISTORY     - Date     Condition        Report By
 RA0194  HISTORY     - 1921     MONUMENTED       USGS
 RA0194  HISTORY     - 1966     MARK NOT FOUND   NGS
 RA0194  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0194
 RA0194                          STATION DESCRIPTION
 RA0194
 RA0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RA0194'13.5 MI N FROM NEW MEADOWS.
 RA0194'IN IDAHO COUNTY, 13.5 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE
 RA0194'BEAUMONT SCHOOL AT NEW MEADOWS, ADAMS COUNTY, 0.2 MILE NORTHWEST OF
 RA0194'THE CONCRETE BRIDGE OVER LITTLE SALMON RIVER, 600 FEET SOUTHEAST OF
 RA0194'THE ALKINS FARMHOUSE, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RA0194'HIGHWAY, 10 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, IN THE TOP OF A
 RA0194'3-BY 4-FOOT GRANITE BOULDER AND LEVEL WITH THE HIGHWAY.  A UNITED
 RA0194'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3430 C 5 1921. NOTE--
 RA0194'THE HIGHWAY HAS BEEN IMPROVED AT THIS MILEAGE AND THE MARK MAY HAVE
 RA0194'BEEN DESTROYED.
 RA0194
 RA0194                          STATION RECOVERY (1982)
 RA0194
 RA0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0194'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0322 ***********************************************************************
 OX0322  DESIGNATION -  C 5
 OX0322  PID         -  OX0322
 OX0322  STATE/COUNTY-  ID/BONNEVILLE
 OX0322  USGS QUAD   -  PALISADES DAM (1966)
 OX0322
 OX0322                         *CURRENT SURVEY CONTROL
 OX0322  ___________________________________________________________________
 OX0322* NAD 83(1986)-  43 19 27.     (N)    111 11 16.     (W)     SCALED    
 OX0322* NAVD 88     -      1656.639  (meters)    5435.16   (feet)  ADJUSTED  
 OX0322  ___________________________________________________________________
 OX0322  GEOID HEIGHT-         -10.28  (meters)                     GEOID03
 OX0322  DYNAMIC HT  -        1655.576 (meters)    5431.67  (feet)  COMP
 OX0322  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 OX0322
 OX0322  VERT ORDER  -  SECOND    CLASS 0
 OX0322
 OX0322.The horizontal coordinates were scaled from a topographic map and have
 OX0322.an estimated accuracy of +/- 6 seconds.
 OX0322
 OX0322.The orthometric height was determined by differential leveling
 OX0322.and adjusted by the National Geodetic Survey in June 1991..
 OX0322
 OX0322.The geoid height was determined by GEOID03.
 OX0322
 OX0322.The dynamic height is computed by dividing the NAVD 88
 OX0322.geopotential number by the normal gravity value computed on the
 OX0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0322.degrees latitude (g = 980.6199 gals.).
 OX0322
 OX0322.The modeled gravity was interpolated from observed gravity values.
 OX0322
 OX0322;                    North         East    Units  Estimated Accuracy
 OX0322;SPC ID E     -   184,580.      279,400.      MT  (+/- 180 meters Scaled)
 OX0322
 OX0322                          SUPERSEDED SURVEY CONTROL
 OX0322
 OX0322  NGVD 29 (??/??/92) 1655.413  (m)         5431.13   (f) ADJ UNCH    2 0
 OX0322
 OX0322.Superseded values are not recommended for survey control.
 OX0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0322.See file dsdata.txt to determine how the superseded data were derived.
 OX0322
 OX0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN847968(NAD 83)
 OX0322_MARKER: DD = SURVEY DISK
 OX0322_SETTING: 80 = SET IN A BOULDER
 OX0322_SP_SET: BOULDER
 OX0322_STAMPING: C 5 1930
 OX0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0322+STABILITY: SURFACE MOTION
 OX0322
 OX0322  HISTORY     - Date     Condition        Report By
 OX0322  HISTORY     - 1930     MONUMENTED       USGS
 OX0322  HISTORY     - 20001220 MARK NOT FOUND   IDTD
 OX0322
 OX0322                          STATION DESCRIPTION
 OX0322
 OX0322'DESCRIBED BY US GEOLOGICAL SURVEY 1930
 OX0322'8.0 MI SE FROM IRWIN.
 OX0322'8.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 26 FROM THE PUBLIC SCHOOL AT
 OX0322'IRWIN, BONNEVILLE COUNTY, 0.7 MILE WEST OF THE ELK CREEK STORE, 170
 OX0322'FEET SOUTHWEST OF THE FRONT ENTRANCE TO THE FIDELITY PUBLIC SCHOOL,
 OX0322'120 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A
 OX0322'LEDGE ON THE SOUTH SIDE OF A LARGE 12- BY 12-FOOT BOULDER ABOUT 15
 OX0322'FEET HIGH, AND ABOUT 1-1/2 FEET ABOVE THE GROUND.  A UNITED STATES
 OX0322'GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 5 1930.
 OX0322
 OX0322                          STATION RECOVERY (2000)
 OX0322
 OX0322'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 OX0322'MARK IS INUNDATED ON THE BOTTOM OF PALISADES RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0019 ***********************************************************************
 QA0019  DESIGNATION -  C 50
 QA0019  PID         -  QA0019
 QA0019  STATE/COUNTY-  ID/LEMHI
 QA0019  USGS QUAD   -  ELLIS (1989)
 QA0019
 QA0019                         *CURRENT SURVEY CONTROL
 QA0019  ___________________________________________________________________
 QA0019* NAD 83(1986)-  44 42 09.     (N)    114 02 28.     (W)     SCALED    
 QA0019* NAVD 88     -      1414.499  (meters)    4640.74   (feet)  ADJUSTED  
 QA0019  ___________________________________________________________________
 QA0019  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 QA0019  DYNAMIC HT  -        1413.831 (meters)    4638.54  (feet)  COMP
 QA0019  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 QA0019
 QA0019  VERT ORDER  -  SECOND    CLASS 0
 QA0019
 QA0019.The horizontal coordinates were scaled from a topographic map and have
 QA0019.an estimated accuracy of +/- 6 seconds.
 QA0019
 QA0019.The orthometric height was determined by differential leveling
 QA0019.and adjusted by the National Geodetic Survey in June 1991..
 QA0019
 QA0019.The geoid height was determined by GEOID03.
 QA0019
 QA0019.The dynamic height is computed by dividing the NAVD 88
 QA0019.geopotential number by the normal gravity value computed on the
 QA0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0019.degrees latitude (g = 980.6199 gals.).
 QA0019
 QA0019.The modeled gravity was interpolated from observed gravity values.
 QA0019
 QA0019;                    North         East    Units  Estimated Accuracy
 QA0019;SPC ID C     -   337,250.      496,740.      MT  (+/- 180 meters Scaled)
 QA0019
 QA0019                          SUPERSEDED SURVEY CONTROL
 QA0019
 QA0019  NGVD 29 (??/??/92) 1413.298  (m)         4636.80   (f) ADJ UNCH    2 0
 QA0019
 QA0019.Superseded values are not recommended for survey control.
 QA0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0019.See file dsdata.txt to determine how the superseded data were derived.
 QA0019
 QA0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK344541(NAD 83)
 QA0019_MARKER: DB = BENCH MARK DISK
 QA0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0019_SP_SET: CULVERT
 QA0019_STAMPING: C 50 1948
 QA0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0019
 QA0019  HISTORY     - Date     Condition        Report By
 QA0019  HISTORY     - 1948     MONUMENTED       CGS
 QA0019
 QA0019                          STATION DESCRIPTION
 QA0019
 QA0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0019'1.0 MI NE FROM ELLIS.
 QA0019'IN LEMHI COUNTY, 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 93 FROM THE
 QA0019'POST OFFICE AT ELLIS, CUSTER COUNTY, AT A LARGE BOX CULVERT, IN THE
 QA0019'TOP OF THE EAST CONCRETE HEADWALL, 0.8 FOOT SOUTH OF THE NORTH END,
 QA0019'AND 16.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 QA0019'DISK, STAMPED C 50 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0506 ***********************************************************************
 PZ0506  DESIGNATION -  C 51
 PZ0506  PID         -  PZ0506
 PZ0506  STATE/COUNTY-  ID/CUSTER
 PZ0506  USGS QUAD   -  SPRING HILL (1989)
 PZ0506
 PZ0506                         *CURRENT SURVEY CONTROL
 PZ0506  ___________________________________________________________________
 PZ0506* NAD 83(1986)-  44 22 10.     (N)    113 37 52.     (W)     SCALED    
 PZ0506* NAVD 88     -      1883.638  (meters)    6179.90   (feet)  ADJUSTED  
 PZ0506  ___________________________________________________________________
 PZ0506  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 PZ0506  DYNAMIC HT  -        1882.537 (meters)    6176.29  (feet)  COMP
 PZ0506  MODELED GRAV-     979,967.0   (mgal)                       NAVD 88
 PZ0506
 PZ0506  VERT ORDER  -  SECOND    CLASS 0
 PZ0506
 PZ0506.The horizontal coordinates were scaled from a topographic map and have
 PZ0506.an estimated accuracy of +/- 6 seconds.
 PZ0506
 PZ0506.The orthometric height was determined by differential leveling
 PZ0506.and adjusted by the National Geodetic Survey in June 1991..
 PZ0506
 PZ0506.The geoid height was determined by GEOID03.
 PZ0506
 PZ0506.The dynamic height is computed by dividing the NAVD 88
 PZ0506.geopotential number by the normal gravity value computed on the
 PZ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0506.degrees latitude (g = 980.6199 gals.).
 PZ0506
 PZ0506.The modeled gravity was interpolated from observed gravity values.
 PZ0506
 PZ0506;                    North         East    Units  Estimated Accuracy
 PZ0506;SPC ID C     -   300,310.      529,400.      MT  (+/- 180 meters Scaled)
 PZ0506
 PZ0506                          SUPERSEDED SURVEY CONTROL
 PZ0506
 PZ0506  NGVD 29 (??/??/92) 1882.306  (m)         6175.53   (f) ADJ UNCH    2 0
 PZ0506
 PZ0506.Superseded values are not recommended for survey control.
 PZ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0506.See file dsdata.txt to determine how the superseded data were derived.
 PZ0506
 PZ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ903162(NAD 83)
 PZ0506_MARKER: DB = BENCH MARK DISK
 PZ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0506_STAMPING: C 51 1948
 PZ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0506+STABILITY: SURFACE MOTION
 PZ0506
 PZ0506  HISTORY     - Date     Condition        Report By
 PZ0506  HISTORY     - 1948     MONUMENTED       CGS
 PZ0506
 PZ0506                          STATION DESCRIPTION
 PZ0506
 PZ0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0506'25.3 MI SE FROM MAY.
 PZ0506'25.3 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE RANGER STATION
 PZ0506'AT MAY, ABOUT 26.0 MILES NORTHWEST OF CLYDE, ABOUT 1.0 MILE SOUTHEAST
 PZ0506'OF THE GOLDBURG SCHOOL, AT DONKEY CREEK, 72.0 FEET NORTHWEST OF THE
 PZ0506'WEST BANK OF THE CREEK, 46.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 PZ0506'ROAD, 3.2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 PZ0506'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0489 ***********************************************************************
 PZ0489  DESIGNATION -  C 52
 PZ0489  PID         -  PZ0489
 PZ0489  STATE/COUNTY-  ID/CUSTER
 PZ0489  USGS QUAD   -  DICKEY PEAK (1967)
 PZ0489
 PZ0489                         *CURRENT SURVEY CONTROL
 PZ0489  ___________________________________________________________________
 PZ0489* NAD 83(1986)-  44 08 22.     (N)    113 54 15.     (W)     SCALED    
 PZ0489* NAVD 88     -      1941.663  (meters)    6370.27   (feet)  POSTED    
 PZ0489  ___________________________________________________________________
 PZ0489  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 PZ0489  DYNAMIC HT  -        1940.460 (meters)    6366.33  (feet)  COMP
 PZ0489  MODELED GRAV-     979,929.1   (mgal)                       NAVD 88
 PZ0489
 PZ0489  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PZ0489
 PZ0489.The horizontal coordinates were scaled from a topographic map and have
 PZ0489.an estimated accuracy of +/- 6 seconds.
 PZ0489
 PZ0489.The orthometric height was determined by differential leveling
 PZ0489.and adjusted by the National Geodetic Survey in 1992..
 PZ0489.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PZ0489.rate greater than 8.0 mm/km.
 PZ0489
 PZ0489.The geoid height was determined by GEOID03.
 PZ0489
 PZ0489.The dynamic height is computed by dividing the NAVD 88
 PZ0489.geopotential number by the normal gravity value computed on the
 PZ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0489.degrees latitude (g = 980.6199 gals.).
 PZ0489
 PZ0489.The modeled gravity was interpolated from observed gravity values.
 PZ0489
 PZ0489;                    North         East    Units  Estimated Accuracy
 PZ0489;SPC ID C     -   274,690.      507,670.      MT  (+/- 180 meters Scaled)
 PZ0489
 PZ0489                          SUPERSEDED SURVEY CONTROL
 PZ0489
 PZ0489  NGVD 29 (??/??/92) 1941.397  (m)         6369.40   (f) ADJ UNCH    2 0
 PZ0489
 PZ0489.Superseded values are not recommended for survey control.
 PZ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0489.See file dsdata.txt to determine how the superseded data were derived.
 PZ0489
 PZ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP677914(NAD 83)
 PZ0489_MARKER: DD = SURVEY DISK
 PZ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0489_STAMPING: C 52 1948
 PZ0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0489+STABILITY: SURFACE MOTION
 PZ0489
 PZ0489  HISTORY     - Date     Condition        Report By
 PZ0489  HISTORY     - 1948     MONUMENTED       IDDT
 PZ0489  HISTORY     - 1948     GOOD             NGS
 PZ0489  HISTORY     - 1967     MARK NOT FOUND   USGS
 PZ0489  HISTORY     - 1983     MARK NOT FOUND   NGS
 PZ0489
 PZ0489                          STATION DESCRIPTION
 PZ0489
 PZ0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0489'0.4 MI NW FROM DICKEY.
 PZ0489'0.4 MILE NORTH ALONG STATE HIGHWAY NO.27 FROM THE STORE AT DICKEY, AT
 PZ0489'THE INTERSECTION OF STATE HIGHWAY NO.27 AND THE DOUBLE SPRINGS ROAD,
 PZ0489'AT A FENCE CORNER, 44.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PZ0489'35.0 FEET EAST OF THE CENTER LINE OF THE PROLONGATION OF THE ROAD, 6.2
 PZ0489'FEET WEST OF THE CORNER FENCE POST, SET IN THE TOP OF A CONCRETE POST
 PZ0489'PROJECTING 0.5 FOOT ABOVE THE GROUND.  WITNESS POST SET 2.8 FEET SOUTH
 PZ0489'OF THE STATION.  NOTE-- THERE HAVE BEEN SOME NEW IRRIGATION DITCHES
 PZ0489'PUT IN THE AREA AND NO RIGHT OF WAY MARKER FOUND WITH ANY STAMPING.
 PZ0489
 PZ0489                          STATION RECOVERY (1967)
 PZ0489
 PZ0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PZ0489'MARK NOT FOUND.
 PZ0489
 PZ0489                          STATION RECOVERY (1983)
 PZ0489
 PZ0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PZ0489'NOT RECOVERED.  USGS REPORT CONFIRMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0430 ***********************************************************************
 PZ0430  DESIGNATION -  C 53
 PZ0430  PID         -  PZ0430
 PZ0430  STATE/COUNTY-  ID/BUTTE
 PZ0430  USGS QUAD   -  BADGER CREEK (1987)
 PZ0430
 PZ0430                         *CURRENT SURVEY CONTROL
 PZ0430  ___________________________________________________________________
 PZ0430* NAD 83(1986)-  44 05 45.     (N)    113 14 45.     (W)     SCALED    
 PZ0430* NAVD 88     -      1754.769  (meters)    5757.10   (feet)  ADJUSTED  
 PZ0430  ___________________________________________________________________
 PZ0430  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 PZ0430  DYNAMIC HT  -        1753.764 (meters)    5753.81  (feet)  COMP
 PZ0430  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 PZ0430
 PZ0430  VERT ORDER  -  SECOND    CLASS 0
 PZ0430
 PZ0430.The horizontal coordinates were scaled from a topographic map and have
 PZ0430.an estimated accuracy of +/- 6 seconds.
 PZ0430
 PZ0430.The orthometric height was determined by differential leveling
 PZ0430.and adjusted by the National Geodetic Survey in June 1991..
 PZ0430
 PZ0430.The geoid height was determined by GEOID03.
 PZ0430
 PZ0430.The dynamic height is computed by dividing the NAVD 88
 PZ0430.geopotential number by the normal gravity value computed on the
 PZ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0430.degrees latitude (g = 980.6199 gals.).
 PZ0430
 PZ0430.The modeled gravity was interpolated from observed gravity values.
 PZ0430
 PZ0430;                    North         East    Units  Estimated Accuracy
 PZ0430;SPC ID C     -   270,120.      560,390.      MT  (+/- 180 meters Scaled)
 PZ0430
 PZ0430                          SUPERSEDED SURVEY CONTROL
 PZ0430
 PZ0430  NGVD 29 (??/??/92) 1753.556  (m)         5753.12   (f) ADJ UNCH    2 0
 PZ0430
 PZ0430.Superseded values are not recommended for survey control.
 PZ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0430.See file dsdata.txt to determine how the superseded data were derived.
 PZ0430
 PZ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP202849(NAD 83)
 PZ0430_MARKER: DB = BENCH MARK DISK
 PZ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0430_STAMPING: C 53 1948
 PZ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0430+STABILITY: SURFACE MOTION
 PZ0430
 PZ0430  HISTORY     - Date     Condition        Report By
 PZ0430  HISTORY     - 1948     MONUMENTED       CGS
 PZ0430
 PZ0430                          STATION DESCRIPTION
 PZ0430
 PZ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0430'3.2 MI SE FROM CLYDE.
 PZ0430'3.2 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0430'CLYDE, 89.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 20.5 FEET
 PZ0430'SOUTHEAST OF THE CENTER LINE OF THE PROLONGATION OF A TRACK ROAD
 PZ0430'LEADING SOUTHWEST, 2.4 FEET SOUTHWEST OF A FENCE LINE, 1.6 FEET
 PZ0430'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PZ0430'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0751 ***********************************************************************
 OY0751  DESIGNATION -  C 54
 OY0751  PID         -  OY0751
 OY0751  STATE/COUNTY-  ID/BUTTE
 OY0751  USGS QUAD   -  HOWE NW (1969)
 OY0751
 OY0751                         *CURRENT SURVEY CONTROL
 OY0751  ___________________________________________________________________
 OY0751* NAD 83(1992)-  43 59 51.86742(N)    113 10 43.89487(W)     ADJUSTED  
 OY0751* NAVD 88     -      1654.923  (meters)    5429.53   (feet)  ADJUSTED  
 OY0751  ___________________________________________________________________
 OY0751  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 OY0751  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 OY0751  DYNAMIC HT  -        1653.970 (meters)    5426.40  (feet)  COMP
 OY0751  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 OY0751
 OY0751  HORZ ORDER  -  THIRD
 OY0751  VERT ORDER  -  SECOND    CLASS 0
 OY0751
 OY0751.The horizontal coordinates were established by classical geodetic methods
 OY0751.and adjusted by the National Geodetic Survey in July 1992..
 OY0751
 OY0751.The orthometric height was determined by differential leveling
 OY0751.and adjusted by the National Geodetic Survey in June 1991..
 OY0751
 OY0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0751
 OY0751.The geoid height was determined by GEOID03.
 OY0751
 OY0751.The dynamic height is computed by dividing the NAVD 88
 OY0751.geopotential number by the normal gravity value computed on the
 OY0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0751.degrees latitude (g = 980.6199 gals.).
 OY0751
 OY0751.The modeled gravity was interpolated from observed gravity values.
 OY0751
 OY0751;                    North         East     Units Scale Factor Converg.
 OY0751;SPC ID C     -   259,272.035   565,859.654   MT  1.00000070   +0 34 13.5
 OY0751;UTM  12      - 4,873,929.855   325,303.695   MT  0.99997537   -1 30 50.0
 OY0751
 OY0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0751!SPC ID C     -   0.99974233  x   1.00000070  =   0.99974303
 OY0751!UTM  12      -   0.99974233  x   0.99997537  =   0.99971771
 OY0751
 OY0751:                Primary Azimuth Mark                     Grid Az
 OY0751:SPC ID C     -  SHRIL                                    081 24 49.2
 OY0751:UTM  12      -  SHRIL                                    083 29 52.7
 OY0751
 OY0751|---------------------------------------------------------------------|
 OY0751| PID    Reference Object                     Distance      Geod. Az  |
 OY0751|                                                           dddmmss.s |
 OY0751| PZ0703 SHRIL                               APPROX.15.2 KM 0815902.7 |
 OY0751|---------------------------------------------------------------------|
 OY0751
 OY0751                          SUPERSEDED SURVEY CONTROL
 OY0751
 OY0751  NAD 83(1986)-  43 59 51.86379(N)    113 10 43.88814(W) AD(       ) 3
 OY0751  NAD 27      -  43 59 52.19304(N)    113 10 40.89159(W) AD(       ) 3
 OY0751  NGVD 29 (??/??/92) 1653.72   (m)         5425.6    (f) COMPUTED    2 0
 OY0751
 OY0751.Superseded values are not recommended for survey control.
 OY0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0751.See file dsdata.txt to determine how the superseded data were derived.
 OY0751
 OY0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP2530473930(NAD 83)
 OY0751_MARKER: DB = BENCH MARK DISK
 OY0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0751_STAMPING: C 54 1948
 OY0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0751+STABILITY: SURFACE MOTION
 OY0751
 OY0751  HISTORY     - Date     Condition        Report By
 OY0751  HISTORY     - 1948     MONUMENTED       CGS
 OY0751  HISTORY     - 1956     GOOD             USGS
 OY0751  HISTORY     - 1969     GOOD             USGS
 OY0751
 OY0751                          STATION DESCRIPTION
 OY0751
 OY0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0751'11.1 MI SE FROM CLYDE.
 OY0751'11.1 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL A
 OY0751'CLYDE, 132.0 FEET NORTH OF THE NORTHEAST END OF A 24-INCH STEEL
 OY0751'CULVERT, 60.5 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.2 FEET
 OY0751'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OY0751'0.4 FOOT ABOVE THE GROUND.
 OY0751
 OY0751                          STATION RECOVERY (1956)
 OY0751
 OY0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OY0751'ABOUT 11.1 MI. SE. ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT CLYDE,
 OY0751'123.0 FT. N. OF THE NE. END OF A 24-INCH STEEL CULVERT, 20.5 FT. NE.
 OY0751'OF THE CENTERLINE OF THE RD., 3.2 FT. N. OF A WITNESS POST, SET IN THE
 OY0751'TOP OF A CONCRETE POST PROJECTING 0.4 FT. ABOVE THE GROUND.
 OY0751'
 OY0751'LOCATED ABOUT 17 MI. N. OF HOWE, AND 100 FT. E. OF
 OY0751'THE HOWE-CLYDE ROAD IN THE LOST RIVER VALLEY.
 OY0751'
 OY0751'TO REACH FROM HOWE, DRIVE NORTHWARD ALONG MAIN RD. FOR 16.8 MI. TO
 OY0751'DITCH AND SINGLE, POLE POWER LINE CROSSING.  STATION IS ABOUT 140 FT.
 OY0751'N. OF THE CENTERLINE OF THE RD. AT THE DITCH CROSSING.
 OY0751'
 OY0751'STATION MARK--STANDARD USC AND GS BRONZE DISK STAMPED---C 54
 OY0751'1948---, SET IN CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND.
 OY0751
 OY0751                          STATION RECOVERY (1969)
 OY0751
 OY0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0751'LOCATED ABOUT 17 MI. N. OF HOWE, AND 100 FT. E.
 OY0751'OF THE HOWE-CLYDE RD. IN THE LOST RIVER VALLEY.
 OY0751'
 OY0751'TO REACH FROM HOWE, DRIVE NORTHWARD ALONG MAIN RD. FOR 16.8 MI. TO
 OY0751'DITCH AND SINGLE, POLE POWER LINE CROSSING.  STATION IS ABOUT
 OY0751'140 FT. N. OF THE CENTERLINE OF THE RD. AT THE DITCH CROSSING.
 OY0751'
 OY0751'STATION MARK--STANDARD USC AND GS BRONZE DISK STAMPED---C 54 1948---
 OY0751'SET IN CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND.
 OY0751'
 OY0751'REFERENCE MARK--NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0559 ***********************************************************************
 OY0559  DESIGNATION -  C 55
 OY0559  PID         -  OY0559
 OY0559  STATE/COUNTY-  ID/CUSTER
 OY0559  USGS QUAD   -  METHODIST CREEK (1969)
 OY0559
 OY0559                         *CURRENT SURVEY CONTROL
 OY0559  ___________________________________________________________________
 OY0559* NAD 83(1986)-  43 53 14.     (N)    113 28 38.     (W)     SCALED    
 OY0559* NAVD 88     -      1744.347  (meters)    5722.91   (feet)  ADJUSTED  
 OY0559  ___________________________________________________________________
 OY0559  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 OY0559  DYNAMIC HT  -        1743.283 (meters)    5719.42  (feet)  COMP
 OY0559  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 OY0559
 OY0559  VERT ORDER  -  SECOND    CLASS 0
 OY0559
 OY0559.The horizontal coordinates were scaled from a topographic map and have
 OY0559.an estimated accuracy of +/- 6 seconds.
 OY0559
 OY0559.The orthometric height was determined by differential leveling
 OY0559.and adjusted by the National Geodetic Survey in June 1991..
 OY0559
 OY0559.The geoid height was determined by GEOID03.
 OY0559
 OY0559.The dynamic height is computed by dividing the NAVD 88
 OY0559.geopotential number by the normal gravity value computed on the
 OY0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0559.degrees latitude (g = 980.6199 gals.).
 OY0559
 OY0559.The modeled gravity was interpolated from observed gravity values.
 OY0559
 OY0559;                    North         East    Units  Estimated Accuracy
 OY0559;SPC ID C     -   246,800.      542,010.      MT  (+/- 180 meters Scaled)
 OY0559
 OY0559                          SUPERSEDED SURVEY CONTROL
 OY0559
 OY0559  NGVD 29 (??/??/92) 1743.118  (m)         5718.88   (f) ADJ UNCH    2 0
 OY0559
 OY0559.Superseded values are not recommended for survey control.
 OY0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0559.See file dsdata.txt to determine how the superseded data were derived.
 OY0559
 OY0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP010623(NAD 83)
 OY0559_MARKER: DB = BENCH MARK DISK
 OY0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0559_STAMPING: C 55 1948
 OY0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0559+STABILITY: SURFACE MOTION
 OY0559
 OY0559  HISTORY     - Date     Condition        Report By
 OY0559  HISTORY     - 1948     MONUMENTED       CGS
 OY0559
 OY0559                          STATION DESCRIPTION
 OY0559
 OY0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0559'2.0 MI N FROM LESLIE.
 OY0559'ABOUT 2.0 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE POST OFFICE
 OY0559'AT LESLIE, AT A FENCE CORNER, AT THE NORTHWEST CORNER OF THE
 OY0559'INTERSECTION OF THE PASS CREEK ROAD AND A GRAVEL ROAD LEADING
 OY0559'NORTHWEST TO MACKAY, 90.0 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 OY0559'ROAD LEADING NORTHWEST, 75.6 FEET WEST OF THE CENTER LINE OF THE PASS
 OY0559'CREEK ROAD, 60.0 FEET NORTH OF THE CORNER FENCE POST, 2.0 FEET EAST OF
 OY0559'A NORTH-SOUTH FENCE LINE, 2.0 FEET SOUTH OF A WITNESS POST, SET IN THE
 OY0559'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0357 ***********************************************************************
 PZ0357  DESIGNATION -  C 56
 PZ0357  PID         -  PZ0357
 PZ0357  STATE/COUNTY-  ID/BUTTE
 PZ0357  USGS QUAD   -  MULKEY BAR (1987)
 PZ0357
 PZ0357                         *CURRENT SURVEY CONTROL
 PZ0357  ___________________________________________________________________
 PZ0357* NAD 83(1986)-  44 08 41.     (N)    113 16 30.     (W)     SCALED    
 PZ0357* NAVD 88     -      1830.686  (meters)    6006.18   (feet)  ADJUSTED  
 PZ0357  ___________________________________________________________________
 PZ0357  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 PZ0357  DYNAMIC HT  -        1829.627 (meters)    6002.70  (feet)  COMP
 PZ0357  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 PZ0357
 PZ0357  VERT ORDER  -  SECOND    CLASS 0
 PZ0357
 PZ0357.The horizontal coordinates were scaled from a topographic map and have
 PZ0357.an estimated accuracy of +/- 6 seconds.
 PZ0357
 PZ0357.The orthometric height was determined by differential leveling
 PZ0357.and adjusted by the National Geodetic Survey in June 1991..
 PZ0357
 PZ0357.The geoid height was determined by GEOID03.
 PZ0357
 PZ0357.The dynamic height is computed by dividing the NAVD 88
 PZ0357.geopotential number by the normal gravity value computed on the
 PZ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0357.degrees latitude (g = 980.6199 gals.).
 PZ0357
 PZ0357.The modeled gravity was interpolated from observed gravity values.
 PZ0357
 PZ0357;                    North         East    Units  Estimated Accuracy
 PZ0357;SPC ID C     -   275,530.      558,010.      MT  (+/- 180 meters Scaled)
 PZ0357
 PZ0357                          SUPERSEDED SURVEY CONTROL
 PZ0357
 PZ0357  NGVD 29 (??/??/92) 1829.453  (m)         6002.13   (f) ADJ UNCH    2 0
 PZ0357
 PZ0357.Superseded values are not recommended for survey control.
 PZ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0357.See file dsdata.txt to determine how the superseded data were derived.
 PZ0357
 PZ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP180904(NAD 83)
 PZ0357_MARKER: DB = BENCH MARK DISK
 PZ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0357_STAMPING: C 56 1948
 PZ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0357+STABILITY: SURFACE MOTION
 PZ0357
 PZ0357  HISTORY     - Date     Condition        Report By
 PZ0357  HISTORY     - 1948     MONUMENTED       CGS
 PZ0357  HISTORY     - 1984     MARK NOT FOUND   USGS
 PZ0357
 PZ0357                          STATION DESCRIPTION
 PZ0357
 PZ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0357'1.6 MI SW FROM CLYDE.
 PZ0357'1.6 MILES SOUTHWEST ALONG THE PASS CREEK ROAD FROM THE SCHOOL AT
 PZ0357'CLYDE, AT A BARREN SPOT, 90.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PZ0357'ROAD, 4.5 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 PZ0357'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PZ0357
 PZ0357                          STATION RECOVERY (1984)
 PZ0357
 PZ0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 PZ0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0458 ***********************************************************************
 OY0458  DESIGNATION -  C 57
 OY0458  PID         -  OY0458
 OY0458  STATE/COUNTY-  ID/CLARK
 OY0458  USGS QUAD   -  CIRCULAR BUTTE NW (1969)
 OY0458
 OY0458                         *CURRENT SURVEY CONTROL
 OY0458  ___________________________________________________________________
 OY0458* NAD 83(1992)-  43 59 17.30584(N)    112 43 53.48026(W)     ADJUSTED  
 OY0458* NAVD 88     -      1560.232  (meters)    5118.86   (feet)  ADJUSTED  
 OY0458  ___________________________________________________________________
 OY0458  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 OY0458  GEOID HEIGHT-         -11.22  (meters)                     GEOID03
 OY0458  DYNAMIC HT  -        1559.460 (meters)    5116.33  (feet)  COMP
 OY0458  MODELED GRAV-     980,068.4   (mgal)                       NAVD 88
 OY0458
 OY0458  HORZ ORDER  -  SECOND
 OY0458  VERT ORDER  -  FIRST     CLASS II
 OY0458
 OY0458.The horizontal coordinates were established by classical geodetic methods
 OY0458.and adjusted by the National Geodetic Survey in July 1992..
 OY0458
 OY0458.The orthometric height was determined by differential leveling
 OY0458.and adjusted by the National Geodetic Survey in June 1991..
 OY0458
 OY0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0458
 OY0458.The geoid height was determined by GEOID03.
 OY0458
 OY0458.The dynamic height is computed by dividing the NAVD 88
 OY0458.geopotential number by the normal gravity value computed on the
 OY0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0458.degrees latitude (g = 980.6199 gals.).
 OY0458
 OY0458.The modeled gravity was interpolated from observed gravity values.
 OY0458
 OY0458;                    North         East     Units Scale Factor Converg.
 OY0458;SPC ID E     -   258,032.658   154,688.415   MT  0.99997261   -0 23 32.3
 OY0458;SPC ID C     -   258,659.882   601,754.983   MT  1.00007467   +0 52 51.8
 OY0458;UTM  12      - 4,872,013.014   361,148.309   MT  0.99983713   -1 12 09.9
 OY0458
 OY0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0458!SPC ID E     -   0.99975717  x   0.99997261  =   0.99972978
 OY0458!SPC ID C     -   0.99975717  x   1.00007467  =   0.99983182
 OY0458!UTM  12      -   0.99975717  x   0.99983713  =   0.99959434
 OY0458
 OY0458                          SUPERSEDED SURVEY CONTROL
 OY0458
 OY0458  NAD 83(1986)-  43 59 17.30163(N)    112 43 53.47173(W) AD(       ) 2
 OY0458  NAD 27      -  43 59 17.64000(N)    112 43 50.48900(W) AD(       ) 2
 OY0458  NGVD 29 (08/20/92) 1559.144  (m)         5115.29   (f) ADJUSTED    1 2
 OY0458
 OY0458.Superseded values are not recommended for survey control.
 OY0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0458.See file dsdata.txt to determine how the superseded data were derived.
 OY0458
 OY0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP6114872013(NAD 83)
 OY0458_MARKER: DB = BENCH MARK DISK
 OY0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0458_SP_SET: CONCRETE POST
 OY0458_STAMPING: C 57
 OY0458_MARK LOGO: CGS   
 OY0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0458+STABILITY: SURFACE MOTION
 OY0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0458+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1992
 OY0458
 OY0458  HISTORY     - Date     Condition        Report By
 OY0458  HISTORY     - 1950     MONUMENTED       CGS
 OY0458  HISTORY     - 1972     GOOD             NGS
 OY0458  HISTORY     - 19920324 GOOD             NGS
 OY0458  HISTORY     - 20010522 POOR             IDTD
 OY0458
 OY0458                          STATION DESCRIPTION
 OY0458
 OY0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OY0458'SEE STATION RENO
 OY0458
 OY0458                          STATION RECOVERY (1972)
 OY0458
 OY0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 OY0458'18 MI NW FROM TERRETON.
 OY0458'REACHED FROM THE TERRETON POST OFFICE GO NORTHWEST ON STATE HIGHWAY 28
 OY0458'FOR 18.4 MILES TO THE JUNCTION WITH STATE HIGHWAY 22, AND THE BENCH
 OY0458'MARK IN THE NROTH ANGLE OF THE INTERSECTION.  IT IS 72 FEET NORTH OF
 OY0458'THE INTERSECTION OF STATE HIGHWAY 22, AND STATE HIGHWAY 28, 47 FEET
 OY0458'NORTHWEST OF THE CENTER OF STATE HIGHWAY 22, 42 FEET NORTHEAST OF THE
 OY0458'CENTER OF STATE HIGHWAY 28, AND 1 FOOT WEST OF A METAL WITNESS POST
 OY0458'SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 10-INCHES IN DIAMETER
 OY0458'AND FLUSH.  NOTE-- ABOUT HALF OF THE DISK HAS BEEN CUT AWAY, BUT THE
 OY0458'MONUMENT IS PLUMB.  NOTE-- AND ITS ELEVATION IS NOT BELIEVED TO BE IN
 OY0458'JEOPARDY.
 OY0458
 OY0458                          STATION RECOVERY (1992)
 OY0458
 OY0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0458'4.9 KM (3.05 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 OY0458'IN TERRETON, THENCE 24.9 KM (15.45 MI) NORTHWESTERLY ALONG STATE
 OY0458'HIGHWAY 28 (SALMON HIGHWAY), 24.9 M (81.7 FT) SOUTHEAST OF
 OY0458'TRIANGULATION STATION RENO 2, 14.5 M (47.6 FT) NORTHWEST OF THE
 OY0458'CENTERLINE OF STATE HIGHWAY 22, 12.6 M (41.3 FT) NORTHEAST OF AND
 OY0458'LEVEL WITH THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) SOUTHEAST OF A
 OY0458'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OY0458'NOTE--THE MONUMENT HAS BEEN HIT AND THE SOUTH SIDE OF THE MONUMENT IS
 OY0458'BROKEN OFF AND THE SOUTH HALF OF THE DISK IS MISSING, BUT IT IS SOLID
 OY0458'IN PLACE.  THE STAMPING IS AS ABOVE.
 OY0458
 OY0458                          STATION RECOVERY (2001)
 OY0458
 OY0458'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JLW)
 OY0458'THE MARK IS 15 FEET NORTH OF THE JUNCTION OF THE STATE HIGHWAYS 22 AND
 OY0458'28.  THE MONUMENT IS DAMAGED WITH HALF OF THE CAP MISSING AND THE
 OY0458'CONCRETE BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0457 ***********************************************************************
 RY0457  DESIGNATION -  C 59
 RY0457  PID         -  RY0457
 RY0457  STATE/COUNTY-  ID/IDAHO
 RY0457  USGS QUAD   -  KOOSKIA (1994)
 RY0457
 RY0457                         *CURRENT SURVEY CONTROL
 RY0457  ___________________________________________________________________
 RY0457* NAD 83(1986)-  46 08 46.     (N)    115 58 43.     (W)     SCALED    
 RY0457* NAVD 88     -       384.190  (meters)    1260.46   (feet)  ADJUSTED  
 RY0457  ___________________________________________________________________
 RY0457  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 RY0457  DYNAMIC HT  -         384.158 (meters)    1260.36  (feet)  COMP
 RY0457  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 RY0457
 RY0457  VERT ORDER  -  FIRST     CLASS II
 RY0457
 RY0457.The horizontal coordinates were scaled from a topographic map and have
 RY0457.an estimated accuracy of +/- 6 seconds.
 RY0457
 RY0457.The orthometric height was determined by differential leveling
 RY0457.and adjusted by the National Geodetic Survey in June 1991..
 RY0457
 RY0457.The geoid height was determined by GEOID03.
 RY0457
 RY0457.The dynamic height is computed by dividing the NAVD 88
 RY0457.geopotential number by the normal gravity value computed on the
 RY0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0457.degrees latitude (g = 980.6199 gals.).
 RY0457
 RY0457.The modeled gravity was interpolated from observed gravity values.
 RY0457
 RY0457;                    North         East    Units  Estimated Accuracy
 RY0457;SPC ID W     -   497,710.      782,340.      MT  (+/- 180 meters Scaled)
 RY0457
 RY0457                          SUPERSEDED SURVEY CONTROL
 RY0457
 RY0457  NGVD 29 (??/??/92)  383.139  (m)         1257.02   (f) ADJ UNCH    1 2
 RY0457
 RY0457.Superseded values are not recommended for survey control.
 RY0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0457.See file dsdata.txt to determine how the superseded data were derived.
 RY0457
 RY0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM788107(NAD 83)
 RY0457_MARKER: DB = BENCH MARK DISK
 RY0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0457_SP_SET: ABUTMENT
 RY0457_STAMPING: C 59 1950
 RY0457_MARK LOGO: CGS   
 RY0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0457
 RY0457  HISTORY     - Date     Condition        Report By
 RY0457  HISTORY     - 1950     MONUMENTED       CGS
 RY0457  HISTORY     - 1980     GOOD             NGS
 RY0457
 RY0457                          STATION DESCRIPTION
 RY0457
 RY0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0457'0.4 MI N FROM KOOSKIA.
 RY0457'0.3 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT KOOSKIA,
 RY0457'THENCE 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 9, AT THE STEEL BASCULE
 RY0457'BRIDGE OVER THE MIDDLE FORK OF THE CLEARWATER RIVER, IN THE TOP OF THE
 RY0457'SOUTHEAST CONCRETE ABUTMENT, 11 1/2 FEET NORTHEAST OF THE CENTER LINE
 RY0457'OF THE HIGHWAY, 0.6 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE
 RY0457'ABUTMENT, AND ABOUT 6 INCHES HIGHER THAN THE HIGHWAY.
 RY0457
 RY0457                          STATION RECOVERY (1980)
 RY0457
 RY0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0457'0.4 KILOMETER (0.25 MILE) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0457'JUNCTION OF STATE HIGHWAY 13 IN KOOSKIA, SET IN TOP OF THE NORTHEAST
 RY0457'END OF THE SOUTHEAST ABUTMENT OF A STEEL HIGHWAY BRIDGE OVER THE
 RY0457'MIDDLE FORK OF THE CLEARWATER RIVER, 3.5 METERS (11.5 FEET) SOUTHEAST
 RY0457'OF THE CENTERLINE OF THE HIGHWAY, 0.18 METER (0.6 FOOT) NORTHWEST
 RY0457'OF THE SOUTHEAST EDGE OF THE ABUTMENT.
 RY0457'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0320 ***********************************************************************
 RY0320  DESIGNATION -  C 60
 RY0320  PID         -  RY0320
 RY0320  STATE/COUNTY-  ID/IDAHO
 RY0320  USGS QUAD   -  LOWELL (1994)
 RY0320
 RY0320                         *CURRENT SURVEY CONTROL
 RY0320  ___________________________________________________________________
 RY0320* NAD 83(1986)-  46 13 39.     (N)    115 30 15.     (W)     SCALED    
 RY0320* NAVD 88     -       495.882  (meters)    1626.91   (feet)  ADJUSTED  
 RY0320  ___________________________________________________________________
 RY0320  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 RY0320  DYNAMIC HT  -         495.802 (meters)    1626.64  (feet)  COMP
 RY0320  MODELED GRAV-     980,441.7   (mgal)                       NAVD 88
 RY0320
 RY0320  VERT ORDER  -  FIRST     CLASS II
 RY0320
 RY0320.The horizontal coordinates were scaled from a topographic map and have
 RY0320.an estimated accuracy of +/- 6 seconds.
 RY0320
 RY0320.The orthometric height was determined by differential leveling
 RY0320.and adjusted by the National Geodetic Survey in June 1991..
 RY0320
 RY0320.The geoid height was determined by GEOID03.
 RY0320
 RY0320.The dynamic height is computed by dividing the NAVD 88
 RY0320.geopotential number by the normal gravity value computed on the
 RY0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0320.degrees latitude (g = 980.6199 gals.).
 RY0320
 RY0320.The modeled gravity was interpolated from observed gravity values.
 RY0320
 RY0320;                    North         East    Units  Estimated Accuracy
 RY0320;SPC ID W     -   506,760.      818,960.      MT  (+/- 180 meters Scaled)
 RY0320
 RY0320                          SUPERSEDED SURVEY CONTROL
 RY0320
 RY0320  NGVD 29 (??/??/92)  494.756  (m)         1623.21   (f) ADJ UNCH    1 2
 RY0320
 RY0320.Superseded values are not recommended for survey control.
 RY0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0320.See file dsdata.txt to determine how the superseded data were derived.
 RY0320
 RY0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM153204(NAD 83)
 RY0320_MARKER: DB = BENCH MARK DISK
 RY0320_SETTING: 66 = SET IN ROCK OUTCROP
 RY0320_SP_SET: OUTCROP
 RY0320_STAMPING: C 60 1950
 RY0320_MARK LOGO: CGS   
 RY0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0320+STABILITY: POSITION/ELEVATION WELL
 RY0320
 RY0320  HISTORY     - Date     Condition        Report By
 RY0320  HISTORY     - 1950     MONUMENTED       CGS
 RY0320  HISTORY     - 1980     GOOD             NGS
 RY0320
 RY0320                          STATION DESCRIPTION
 RY0320
 RY0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0320'9.3 MI NE FROM LOWELL.
 RY0320'9.3 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF
 RY0320'THE STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, 0.15 MILE WEST OF
 RY0320'DEADMAN CREEK, ON THE NORTH BANK OF THE RIVER, 103 FEET EAST OF THE
 RY0320'SOUTH END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 34 FEET SOUTH
 RY0320'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 14 FEET HIGHER THAN THE WATER
 RY0320'LEVEL OF THE RIVER, IN THE TOP OF A LARGE OUTCROP, ABOUT 5 FEET LOWER
 RY0320'THAN THE HIGHWAY, 4 FEET EAST OF A CAIRN, AND MARKED BY A PAINTED B M.
 RY0320
 RY0320                          STATION RECOVERY (1980)
 RY0320
 RY0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0320'16.0 KILOMETERS (9.95 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0320'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.8
 RY0320'KILOMETER (0.5 MILE) SOUTHWEST OF HIGHWAY MILEPOST 107, 0.3 KILOMETER
 RY0320'(0.2 MILE) WEST OF DEADMAN CREEK, SET IN TOP OF A ROCK OUTCROP ON THE
 RY0320'NORTH BANK OF THE LOCHSA RIVER, NORTHEAST ACROSS THE RIVER FROM A
 RY0320'LARGE PILE OF BOULDERS, 10.4 METERS (34.0 FEET) SOUTH OF THE
 RY0320'CENTERLINE OF THE HIGHWAY, 32.0 METERS (105 FEET) EAST OF THE TOP
 RY0320'CENTER OF THE SOUTH END OF A 45-CENTIMETER (18-INCH) DIAMETER STEEL
 RY0320'PIPE CULVERT UNDER THE HIGHWAY, 3.0 METERS (10.0 FEET) NORTH OF THE
 RY0320'SOUTH EDGE OF THE OUTCROP, 1.7 METERS (5.5 FEET) WEST OF THE EAST
 RY0320'EDGE OF THE OUTCROP.
 RY0320'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RY0320'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0285 ***********************************************************************
 RY0285  DESIGNATION -  C 61
 RY0285  PID         -  RY0285
 RY0285  STATE/COUNTY-  ID/IDAHO
 RY0285  USGS QUAD   -  LIZ BUTTE (1994)
 RY0285
 RY0285                         *CURRENT SURVEY CONTROL
 RY0285  ___________________________________________________________________
 RY0285* NAD 83(1986)-  46 25 15.     (N)    115 19 35.     (W)     SCALED    
 RY0285* NAVD 88     -      1824.002  (meters)    5984.25   (feet)  ADJUSTED  
 RY0285  ___________________________________________________________________
 RY0285  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 RY0285  DYNAMIC HT  -        1823.413 (meters)    5982.31  (feet)  COMP
 RY0285  MODELED GRAV-     980,225.9   (mgal)                       NAVD 88
 RY0285
 RY0285  VERT ORDER  -  FIRST     CLASS II
 RY0285
 RY0285.The horizontal coordinates were scaled from a topographic map and have
 RY0285.an estimated accuracy of +/- 6 seconds.
 RY0285
 RY0285.The orthometric height was determined by differential leveling
 RY0285.and adjusted by the National Geodetic Survey in June 1991..
 RY0285
 RY0285.The geoid height was determined by GEOID03.
 RY0285
 RY0285.The dynamic height is computed by dividing the NAVD 88
 RY0285.geopotential number by the normal gravity value computed on the
 RY0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0285.degrees latitude (g = 980.6199 gals.).
 RY0285
 RY0285.The modeled gravity was interpolated from observed gravity values.
 RY0285
 RY0285;                    North         East    Units  Estimated Accuracy
 RY0285;SPC ID W     -   528,300.      832,560.      MT  (+/- 180 meters Scaled)
 RY0285
 RY0285                          SUPERSEDED SURVEY CONTROL
 RY0285
 RY0285  NGVD 29 (??/??/92) 1822.693  (m)         5979.95   (f) ADJ UNCH    1 2
 RY0285
 RY0285.Superseded values are not recommended for survey control.
 RY0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0285.See file dsdata.txt to determine how the superseded data were derived.
 RY0285
 RY0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM286421(NAD 83)
 RY0285_MARKER: DB = BENCH MARK DISK
 RY0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0285_STAMPING: C 61 1950
 RY0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0285+STABILITY: SURFACE MOTION
 RY0285
 RY0285  HISTORY     - Date     Condition        Report By
 RY0285  HISTORY     - 1950     MONUMENTED       CGS
 RY0285
 RY0285                          STATION DESCRIPTION
 RY0285
 RY0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0285'2.6 MI E FROM SHERMAN SADDLE.
 RY0285'2.6 MILES EAST ALONG THE LOLO TRAIL ROAD FROM SHERMAN SADDLE, 0.2 MILE
 RY0285'SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING NORTHEAST TO LIZ
 RY0285'BUTTE LOOKOUT, AT A CLEARING, 268.7 FEET EAST OF THE NORTH END OF A
 RY0285'12-INCH CORRUGATED METAL PIPE CULVERT AT GROUSE RIDGE TRAIL NO. 201,
 RY0285'100 FEET WEST OF SEVERAL CLOSELY GROUPED SPRUCE TREES, 33 1/2 FEET
 RY0285'NORTH OF THE CENTER LINE OF THE ROAD, 2.1 FEET WEST OF A WITNESS POST,
 RY0285'ABOUT 4 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RY0285'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0249 ***********************************************************************
 RY0249  DESIGNATION -  C 62
 RY0249  PID         -  RY0249
 RY0249  STATE/COUNTY-  ID/IDAHO
 RY0249  USGS QUAD   -  ROUNDTOP (1994)
 RY0249
 RY0249                         *CURRENT SURVEY CONTROL
 RY0249  ___________________________________________________________________
 RY0249* NAD 83(1986)-  46 36 39.     (N)    114 35 34.     (W)     SCALED    
 RY0249* NAVD 88     -      1433.403  (meters)    4702.76   (feet)  POSTED    
 RY0249  ___________________________________________________________________
 RY0249  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RY0249  DYNAMIC HT  -        1433.040 (meters)    4701.57  (feet)  COMP
 RY0249  MODELED GRAV-     980,309.4   (mgal)                       NAVD 88
 RY0249
 RY0249  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0249
 RY0249.The horizontal coordinates were scaled from a topographic map and have
 RY0249.an estimated accuracy of +/- 6 seconds.
 RY0249
 RY0249.The orthometric height was determined by differential leveling
 RY0249.and adjusted by the National Geodetic Survey in 1992..
 RY0249.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0249.rate of 1.1 thru 2.0 mm/km.
 RY0249
 RY0249.The geoid height was determined by GEOID03.
 RY0249
 RY0249.The dynamic height is computed by dividing the NAVD 88
 RY0249.geopotential number by the normal gravity value computed on the
 RY0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0249.degrees latitude (g = 980.6199 gals.).
 RY0249
 RY0249.The modeled gravity was interpolated from observed gravity values.
 RY0249
 RY0249;                    North         East    Units  Estimated Accuracy
 RY0249;SPC ID W     -   549,990.      888,640.      MT  (+/- 180 meters Scaled)
 RY0249
 RY0249                          SUPERSEDED SURVEY CONTROL
 RY0249
 RY0249  NGVD 29 (??/??/92) 1432.199  (m)         4698.81   (f) ADJ UNCH    1 2
 RY0249
 RY0249.Superseded values are not recommended for survey control.
 RY0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0249.See file dsdata.txt to determine how the superseded data were derived.
 RY0249
 RY0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM843647(NAD 83)
 RY0249_MARKER: DB = BENCH MARK DISK
 RY0249_SETTING: 80 = SET IN A BOULDER
 RY0249_STAMPING: C 62 1950
 RY0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0249+STABILITY: SURFACE MOTION
 RY0249
 RY0249  HISTORY     - Date     Condition        Report By
 RY0249  HISTORY     - 1950     MONUMENTED       CGS
 RY0249  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0249  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0249
 RY0249                          STATION DESCRIPTION
 RY0249
 RY0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0249'12.1 MI NE FROM POWELL RANGER STATION.
 RY0249'0.9 MILE NORTH ALONG A FOREST SERVICE DIRT ROAD FROM THE POWELL RANGER
 RY0249'STATION, THENCE 11.2 MILES NORTHEAST ALONG STATE HIGHWAY 9, 0.1 MILE
 RY0249'WEST OF A 3- BY 3- FOOT LOG CULVERT AT A SHARP CURVE, IN THE TOP OF A
 RY0249'GRANITE BOULDER, AT THE EAST END OF A THROUGH CUT, ON THE SOUTH SLOPE
 RY0249'OF A HILL, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 RY0249'SOUTH OF A 26-INCH PINE TREE AND ABOUT 10 FEET HIGHER THAN THE
 RY0249'HIGHWAY.
 RY0249
 RY0249                          STATION RECOVERY (1964)
 RY0249
 RY0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0249'MARK NOT FOUND.
 RY0249
 RY0249                          STATION RECOVERY (1980)
 RY0249
 RY0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0249'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0310 ***********************************************************************
 RY0310  DESIGNATION -  C 63
 RY0310  PID         -  RY0310
 RY0310  STATE/COUNTY-  ID/IDAHO
 RY0310  USGS QUAD   -  GREYSTONE BUTTE (1994)
 RY0310
 RY0310                         *CURRENT SURVEY CONTROL
 RY0310  ___________________________________________________________________
 RY0310* NAD 83(1986)-  46 26 10.     (N)    115 06 05.     (W)     SCALED    
 RY0310* NAVD 88     -       819.990  (meters)    2690.25   (feet)  POSTED    
 RY0310  ___________________________________________________________________
 RY0310  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 RY0310  DYNAMIC HT  -         819.830 (meters)    2689.73  (feet)  COMP
 RY0310  MODELED GRAV-     980,397.3   (mgal)                       NAVD 88
 RY0310
 RY0310  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0310
 RY0310.The horizontal coordinates were scaled from a topographic map and have
 RY0310.an estimated accuracy of +/- 6 seconds.
 RY0310
 RY0310.The orthometric height was determined by differential leveling
 RY0310.and adjusted by the National Geodetic Survey in 1992..
 RY0310.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0310.rate of 1.1 thru 2.0 mm/km.
 RY0310
 RY0310.The geoid height was determined by GEOID03.
 RY0310
 RY0310.The dynamic height is computed by dividing the NAVD 88
 RY0310.geopotential number by the normal gravity value computed on the
 RY0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0310.degrees latitude (g = 980.6199 gals.).
 RY0310
 RY0310.The modeled gravity was interpolated from observed gravity values.
 RY0310
 RY0310;                    North         East    Units  Estimated Accuracy
 RY0310;SPC ID W     -   530,120.      849,840.      MT  (+/- 180 meters Scaled)
 RY0310
 RY0310                          SUPERSEDED SURVEY CONTROL
 RY0310
 RY0310  NGVD 29 (??/??/92)  818.850  (m)         2686.51   (f) ADJ UNCH    1 2
 RY0310
 RY0310.Superseded values are not recommended for survey control.
 RY0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0310.See file dsdata.txt to determine how the superseded data were derived.
 RY0310
 RY0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM458442(NAD 83)
 RY0310_MARKER: DB = BENCH MARK DISK
 RY0310_SETTING: 80 = SET IN A BOULDER
 RY0310_STAMPING: C 63 1950
 RY0310_MARK LOGO: CGS   
 RY0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0310+STABILITY: SURFACE MOTION
 RY0310
 RY0310  HISTORY     - Date     Condition        Report By
 RY0310  HISTORY     - 1950     MONUMENTED       CGS
 RY0310  HISTORY     - 1980     GOOD             NGS
 RY0310
 RY0310                          STATION DESCRIPTION
 RY0310
 RY0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0310'16.7 MI NE FROM LOCHSA RANGER STATION.
 RY0310'16.7 MILES NORTHEAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER
 RY0310'STATION, ABOUT 75 YARDS SOUTHWEST OF A POINT WHERE A SMALL STREAM RUNS
 RY0310'INTO THE RIVER FROM THE NORTHWEST, 105 FEET SOUTHEAST OF THE FOOT OF A
 RY0310'SMALL HILL, 49 FEET EAST OF A LONE 11-INCH WHITE PINE TREE MARKED BY A
 RY0310'TRIANGULAR BLAZE, IN THE NORTH END OF A LARGE GRANITE BOULDER 22 FEET
 RY0310'NORTH OF THE NORTH BANK OF THE RIVER, AND ABOUT 4 FEET HIGHER THAN THE
 RY0310'RIVER AT LOW WATER.  MARKED BY A PAINTED B M.
 RY0310
 RY0310                          STATION RECOVERY (1980)
 RY0310
 RY0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0310'26.2 KILOMETERS (16.3 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0310'LOCHSA RANGER STATION, 0.6 KILOMETER (0.4 MILE) EAST OF HIGHWAY
 RY0310'MILEPOST 137, 0.2 KILOMETER (0.1 MILE) SOUTHWEST OF BENCH MARK F 389,
 RY0310'SET IN TOP OF A 1.2 X 2 METER (4 X 6 FOOT) BOULDER ON THE
 RY0310'NORTH BANK OF THE LOCHSA RIVER, 31.8 METERS (105 FEET) SOUTH OF THE
 RY0310'CENTERLINE OF THE HIGHWAY, 58.5 METERS (192 FEET) WEST OF THE TOP
 RY0310'CENTER OF THE SOUTH END OF A 120-CENTIMETER (48-INCH) DIAMETER
 RY0310'STEEL PIPE CULVERT FOR A CREEK UNDER THE HIGHWAY, 1.2 METERS (4.0
 RY0310'FEET) SOUTH OF THE NORTH EDGE OF THE BOULDER, 0.8 METER (2.5 FEET)
 RY0310'WEST OF THE EAST EDGE OF THE BOULDER.
 RY0310'NOTE-THIS MARK NOT LEVELED TO THIS SURVEY DUE TO INACCESSIBILITY.
 RY0310'THE MARK IS 5.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0604 ***********************************************************************
 NV0604  DESIGNATION -  C 66
 NV0604  PID         -  NV0604
 NV0604  STATE/COUNTY-  ID/OWYHEE
 NV0604  USGS QUAD   -  DISHPAN (1979)
 NV0604
 NV0604                         *CURRENT SURVEY CONTROL
 NV0604  ___________________________________________________________________
 NV0604* NAD 83(1986)-  42 02 35.     (N)    115 23 48.     (W)     SCALED    
 NV0604* NAVD 88     -      1540.594  (meters)    5054.43   (feet)  ADJUSTED  
 NV0604  ___________________________________________________________________
 NV0604  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 NV0604  DYNAMIC HT  -        1539.497 (meters)    5050.83  (feet)  COMP
 NV0604  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 NV0604
 NV0604  VERT ORDER  -  SECOND    CLASS 0
 NV0604
 NV0604.The horizontal coordinates were scaled from a topographic map and have
 NV0604.an estimated accuracy of +/- 6 seconds.
 NV0604
 NV0604.The orthometric height was determined by differential leveling
 NV0604.and adjusted by the National Geodetic Survey in June 1991..
 NV0604
 NV0604.The geoid height was determined by GEOID03.
 NV0604
 NV0604.The dynamic height is computed by dividing the NAVD 88
 NV0604.geopotential number by the normal gravity value computed on the
 NV0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0604.degrees latitude (g = 980.6199 gals.).
 NV0604
 NV0604.The modeled gravity was interpolated from observed gravity values.
 NV0604
 NV0604;                    North         East    Units  Estimated Accuracy
 NV0604;SPC ID W     -    41,860.      829,250.      MT  (+/- 180 meters Scaled)
 NV0604
 NV0604                          SUPERSEDED SURVEY CONTROL
 NV0604
 NV0604  NGVD 29 (??/??/92) 1539.467  (m)         5050.73   (f) ADJ UNCH    2 0
 NV0604
 NV0604.Superseded values are not recommended for survey control.
 NV0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0604.See file dsdata.txt to determine how the superseded data were derived.
 NV0604
 NV0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG326558(NAD 83)
 NV0604_MARKER: DB = BENCH MARK DISK
 NV0604_SETTING: 80 = SET IN A BOULDER
 NV0604_SP_SET: BOULDER
 NV0604_STAMPING: C 66 1934
 NV0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0604+STABILITY: SURFACE MOTION
 NV0604
 NV0604  HISTORY     - Date     Condition        Report By
 NV0604  HISTORY     - 1934     MONUMENTED       CGS
 NV0604  HISTORY     - 1974     MARK NOT FOUND   USGS
 NV0604
 NV0604                          STATION DESCRIPTION
 NV0604
 NV0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0604'12.1 MI N FROM JARBIDGE, NV.
 NV0604'IN OWYHEE COUNTY, IDAHO, 12.1 MILES NORTH ALONG THE ROAD LEADING TO
 NV0604'THREE CREEK, IDAHO, FROM THE PUBLIC SCHOOL AT JARBIDGE, ELKO COUNTY,
 NV0604'NEVADA, 49 FEET SOUTHEAST OF THE EAST END OF A SMALL FOOTBRIDGE OVER
 NV0604'JARBIDGE RIVER, 42 FEET WEST OF THE CENTERLINE OF THE ROAD, IN THE TOP
 NV0604'OF A LARGE FLAT-TOPPED SANDSTONE BOULDER, AND 3 FEET LOWER THAN THE
 NV0604'ROAD.  A STANDARD DISK, STAMPED C 66 1934.
 NV0604
 NV0604                          STATION RECOVERY (1974)
 NV0604
 NV0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0202 ***********************************************************************
 NV0202  DESIGNATION -  C 67
 NV0202  PID         -  NV0202
 NV0202  STATE/COUNTY-  ID/TWIN FALLS
 NV0202  USGS QUAD   -  SALMON BUTTE (1977)
 NV0202
 NV0202                         *CURRENT SURVEY CONTROL
 NV0202  ___________________________________________________________________
 NV0202* NAD 83(1986)-  42 12 45.     (N)    114 44 03.     (W)     SCALED    
 NV0202* NAVD 88     -      1534.892  (meters)    5035.72   (feet)  ADJUSTED  
 NV0202  ___________________________________________________________________
 NV0202  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 NV0202  DYNAMIC HT  -        1533.850 (meters)    5032.31  (feet)  COMP
 NV0202  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 NV0202
 NV0202  VERT ORDER  -  SECOND    CLASS 0
 NV0202
 NV0202.The horizontal coordinates were scaled from a topographic map and have
 NV0202.an estimated accuracy of +/- 6 seconds.
 NV0202
 NV0202.The orthometric height was determined by differential leveling
 NV0202.and adjusted by the National Geodetic Survey in June 1991..
 NV0202
 NV0202.The geoid height was determined by GEOID03.
 NV0202
 NV0202.The dynamic height is computed by dividing the NAVD 88
 NV0202.geopotential number by the normal gravity value computed on the
 NV0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0202.degrees latitude (g = 980.6199 gals.).
 NV0202
 NV0202.The modeled gravity was interpolated from observed gravity values.
 NV0202
 NV0202;                    North         East    Units  Estimated Accuracy
 NV0202;SPC ID C     -    60,890.      439,380.      MT  (+/- 180 meters Scaled)
 NV0202
 NV0202                          SUPERSEDED SURVEY CONTROL
 NV0202
 NV0202  NGVD 29 (??/??/92) 1533.783  (m)         5032.09   (f) ADJ UNCH    2 0
 NV0202
 NV0202.Superseded values are not recommended for survey control.
 NV0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0202.See file dsdata.txt to determine how the superseded data were derived.
 NV0202
 NV0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG870758(NAD 83)
 NV0202_MARKER: DB = BENCH MARK DISK
 NV0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0202_SP_SET: RETAINING WALL
 NV0202_STAMPING: C 67 1934
 NV0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0202
 NV0202  HISTORY     - Date     Condition        Report By
 NV0202  HISTORY     - 1934     MONUMENTED       CGS
 NV0202
 NV0202                          STATION DESCRIPTION
 NV0202
 NV0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0202'7.5 MI W FROM ROGERSON.
 NV0202'7.5 MILES WEST ALONG THE ROAD LEADING TO THREE CREEK FROM THE UNION
 NV0202'PACIFIC RAILWAY STATION AT ROGERSON, TWIN FALLS COUNTY, AT THE SALMON
 NV0202'RIVER RESERVOIR, 40 FEET SOUTHEAST OF THE NORTH END, IN THE TOP OF THE
 NV0202'WEST RETAINING WALL, AND 4 FEET HIGHER THAN THE DRIVEWAY.  A STANDARD
 NV0202'DISK, STAMPED C 67 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0187 ***********************************************************************
 NV0187  DESIGNATION -  C 68
 NV0187  PID         -  NV0187
 NV0187  STATE/COUNTY-  ID/TWIN FALLS
 NV0187  USGS QUAD   -  BERGER (1979)
 NV0187
 NV0187                         *CURRENT SURVEY CONTROL
 NV0187  ___________________________________________________________________
 NV0187* NAD 83(1986)-  42 29 30.     (N)    114 35 49.     (W)     SCALED    
 NV0187* NAVD 88     -      1265.195  (meters)    4150.89   (feet)  ADJUSTED  
 NV0187  ___________________________________________________________________
 NV0187  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 NV0187  DYNAMIC HT  -        1264.483 (meters)    4148.56  (feet)  COMP
 NV0187  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 NV0187
 NV0187  VERT ORDER  -  SECOND    CLASS 0
 NV0187
 NV0187.The horizontal coordinates were scaled from a topographic map and have
 NV0187.an estimated accuracy of +/- 6 seconds.
 NV0187
 NV0187.The orthometric height was determined by differential leveling
 NV0187.and adjusted by the National Geodetic Survey in June 1991..
 NV0187
 NV0187.The geoid height was determined by GEOID03.
 NV0187
 NV0187.The dynamic height is computed by dividing the NAVD 88
 NV0187.geopotential number by the normal gravity value computed on the
 NV0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0187.degrees latitude (g = 980.6199 gals.).
 NV0187
 NV0187.The modeled gravity was interpolated from observed gravity values.
 NV0187
 NV0187;                    North         East    Units  Estimated Accuracy
 NV0187;SPC ID C     -    91,810.      450,930.      MT  (+/- 180 meters Scaled)
 NV0187
 NV0187                          SUPERSEDED SURVEY CONTROL
 NV0187
 NV0187  NGVD 29 (??/??/92) 1264.258  (m)         4147.82   (f) ADJ UNCH    2 0
 NV0187
 NV0187.Superseded values are not recommended for survey control.
 NV0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0187.See file dsdata.txt to determine how the superseded data were derived.
 NV0187
 NV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH974071(NAD 83)
 NV0187_MARKER: DB = BENCH MARK DISK
 NV0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0187_SP_SET: BRIDGE
 NV0187_STAMPING: C 68 1934
 NV0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0187
 NV0187  HISTORY     - Date     Condition        Report By
 NV0187  HISTORY     - 1934     MONUMENTED       CGS
 NV0187  HISTORY     - 1958     GOOD             NGS
 NV0187
 NV0187                          STATION DESCRIPTION
 NV0187
 NV0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NV0187'8.95 MI SW FROM TWIN FALLS.
 NV0187'8.95 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0187'AT TWIN FALLS, IN TOP OF THE WEST END OF THE CONCRETE BRIDGE SEAT OF
 NV0187'THE NORTH ABUTMENT OF BRIDGE 8.97, 4 1/2 FEET WEST OF THE WEST RAIL,
 NV0187'AND ABOUT 3 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0058 ***********************************************************************
 NV0058  DESIGNATION -  C 69
 NV0058  PID         -  NV0058
 NV0058  STATE/COUNTY-  ID/JEROME
 NV0058  USGS QUAD   -  TWIN FALLS (1992)
 NV0058
 NV0058                         *CURRENT SURVEY CONTROL
 NV0058  ___________________________________________________________________
 NV0058* NAD 83(1986)-  42 37 11.     (N)    114 27 47.     (W)     SCALED    
 NV0058* NAVD 88     -      1110.075  (meters)    3641.97   (feet)  ADJUSTED  
 NV0058  ___________________________________________________________________
 NV0058  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0058  DYNAMIC HT  -        1109.493 (meters)    3640.06  (feet)  COMP
 NV0058  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 NV0058
 NV0058  VERT ORDER  -  SECOND    CLASS 0
 NV0058
 NV0058.The horizontal coordinates were scaled from a topographic map and have
 NV0058.an estimated accuracy of +/- 6 seconds.
 NV0058
 NV0058.The orthometric height was determined by differential leveling
 NV0058.and adjusted by the National Geodetic Survey in June 1991..
 NV0058
 NV0058.The geoid height was determined by GEOID03.
 NV0058
 NV0058.The dynamic height is computed by dividing the NAVD 88
 NV0058.geopotential number by the normal gravity value computed on the
 NV0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0058.degrees latitude (g = 980.6199 gals.).
 NV0058
 NV0058.The modeled gravity was interpolated from observed gravity values.
 NV0058
 NV0058;                    North         East    Units  Estimated Accuracy
 NV0058;SPC ID C     -   105,960.      462,010.      MT  (+/- 180 meters Scaled)
 NV0058
 NV0058                          SUPERSEDED SURVEY CONTROL
 NV0058
 NV0058  NGVD 29 (??/??/92) 1109.198  (m)         3639.09   (f) ADJ UNCH    2 0
 NV0058
 NV0058.Superseded values are not recommended for survey control.
 NV0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0058.See file dsdata.txt to determine how the superseded data were derived.
 NV0058
 NV0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH080217(NAD 83)
 NV0058_MARKER: DB = BENCH MARK DISK
 NV0058_SETTING: 66 = SET IN ROCK OUTCROP
 NV0058_SP_SET: ROCK OUTCROP
 NV0058_STAMPING: C 69 1934
 NV0058_MARK LOGO: CGS   
 NV0058_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0058+STABILITY: POSITION/ELEVATION WELL
 NV0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0058+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 NV0058
 NV0058  HISTORY     - Date     Condition        Report By
 NV0058  HISTORY     - 1934     MONUMENTED       CGS
 NV0058  HISTORY     - 1946     GOOD             NGS
 NV0058  HISTORY     - 19891001 GOOD             USGS
 NV0058  HISTORY     - 20050515 GOOD             GEOCAC
 NV0058
 NV0058                          STATION DESCRIPTION
 NV0058
 NV0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NV0058'5.4 MI NW FROM TWIN FALLS.
 NV0058'IN JEROME COUNTY, 5.4 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE
 NV0058'OREGON SHORT LINE RAILROAD STATION AT TWIN FALLS, TWIN FALLS COUNTY,
 NV0058'IN AN OUTCROP OF LAVA, 49 FEET WEST OF TELEPHONE POLE 196, AND 48 FEET
 NV0058'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 69
 NV0058'1934 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 NV0058'GROUND.
 NV0058
 NV0058                          STATION RECOVERY (1989)
 NV0058
 NV0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 NV0058'FROM THE INTERSECTION OF US HIGHWAY 93 AND STATE HIGHWAY 74 IN TWIN
 NV0058'FALLS GO NORTH ALONG US HIGHWAY 93 FOR 3.55 MILES, PASSING OVER THE
 NV0058'PERRINE BRIDGE OVER THE SNAKE RIVER, TO A PAVED SIDE ROAD RIGHT.
 NV0058'TURN RIGHT AND GO NORTHWEST FOR 0.95 MILES (1.53 KM) ALONG THE PAVED
 NV0058'ROAD TO A ROAD CUT AND THE MARK ON THE RIGHT, 114 FEET (34.7 M) NORTH
 NV0058'OF AND ABOUT 14 FEET (4.3 M) HIGHER THAN THE PRESENT ROAD CENTERLINE,
 NV0058'ABOUT 48 FEET (14.6 M) NORTH OF THE CENTER OF THE OLD ROADWAY WHICH
 NV0058'IS UNUSED BUT THIS PORTION IS STILL DECERNABLE, ABOUT 200 FEET (61.0
 NV0058'M) EAST OF THE WEST END OF THE PRESENT ROADCUT, IN THE SURFACE OF AN
 NV0058'OUTCROP WHICH IS FLUSH WITH THE SURROUNDING AREA.  (NOTE--IT IS NOT
 NV0058'AND NEVER WAS SET IN A CONCRETE POST AS MENTIONED IN THE NGS RECOVERY
 NV0058'NOTE DATED JUNE 1946).
 NV0058
 NV0058                          STATION RECOVERY (2005)
 NV0058
 NV0058'RECOVERY NOTE BY GEOCACHING 2005 (MAC)
 NV0058'FOUND AS NOTED EXCEPT...IF TRAVELLING NORTH OVER PERINNE BRIDGE, THE
 NV0058'TURN ONTO THE SIDE ROAD IS LEFT (TO GO NORTHWEST) AND NOT RIGHT AS
 NV0058'STATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0187 ***********************************************************************
 RA0187  DESIGNATION -  C 7
 RA0187  PID         -  RA0187
 RA0187  STATE/COUNTY-  ID/ADAMS
 RA0187  USGS QUAD   -  INDIAN MOUNTAIN (1963)
 RA0187
 RA0187                         *CURRENT SURVEY CONTROL
 RA0187  ___________________________________________________________________
 RA0187* NAD 83(1986)-  45 13 49.     (N)    116 19 31.     (W)     SCALED    
 RA0187* NAVD 88     -       875.565  (meters)    2872.58   (feet)  ADJUSTED  
 RA0187  ___________________________________________________________________
 RA0187  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 RA0187  DYNAMIC HT  -         875.286 (meters)    2871.67  (feet)  COMP
 RA0187  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 RA0187
 RA0187  VERT ORDER  -  FIRST     CLASS II
 RA0187
 RA0187.The horizontal coordinates were scaled from a topographic map and have
 RA0187.an estimated accuracy of +/- 6 seconds.
 RA0187
 RA0187.The orthometric height was determined by differential leveling
 RA0187.and adjusted by the National Geodetic Survey in June 1991..
 RA0187
 RA0187.The geoid height was determined by GEOID03.
 RA0187
 RA0187.The dynamic height is computed by dividing the NAVD 88
 RA0187.geopotential number by the normal gravity value computed on the
 RA0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0187.degrees latitude (g = 980.6199 gals.).
 RA0187
 RA0187.The modeled gravity was interpolated from observed gravity values.
 RA0187
 RA0187;                    North         East    Units  Estimated Accuracy
 RA0187;SPC ID W     -   396,060.      754,830.      MT  (+/- 180 meters Scaled)
 RA0187
 RA0187                          SUPERSEDED SURVEY CONTROL
 RA0187
 RA0187  NGVD 29 (??/??/92)  874.448  (m)         2868.92   (f) ADJ UNCH    1 2
 RA0187
 RA0187.Superseded values are not recommended for survey control.
 RA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0187.See file dsdata.txt to determine how the superseded data were derived.
 RA0187
 RA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL529087(NAD 83)
 RA0187_MARKER: DD = SURVEY DISK
 RA0187_SETTING: 80 = SET IN A BOULDER
 RA0187_SP_SET: BOULDER
 RA0187_STAMPING: 2870 C 7 1921
 RA0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0187+STABILITY: SURFACE MOTION
 RA0187
 RA0187  HISTORY     - Date     Condition        Report By
 RA0187  HISTORY     - 1921     MONUMENTED       USGS
 RA0187  HISTORY     - 1967     MARK NOT FOUND   NGS
 RA0187  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0187
 RA0187                          STATION DESCRIPTION
 RA0187
 RA0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0187'15.0 MI S FROM RIGGINS.
 RA0187'IN ADAMS COUNTY, 15.0 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE
 RA0187'PUBLIC SCHOOL AT RIGGINS, IDAHO COUNTY, 0.6 MILE SOUTH OF THE
 RA0187'RIVERSIDE PARK SERVICE STATION, 0.5 MILE NORTH OF THE CONCRETE BRIDGE
 RA0187'OVER FALL CREEK, 250 FEET NORTHWEST OF A SMALL FRAME HOUSE, 16.5 FEET
 RA0187'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT THE SOUTHWEST EDGE OF
 RA0187'THE HIGHWAY DITCH, IN THE TOP OF A 7-FOOT GRANITE BOULDER AND ABOUT 2
 RA0187'1/2 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 RA0187'STANDARD DISK, STAMPED 2870 C 7 1921.  NOTE-- THE MARK MAY HAVE BEEN
 RA0187'DESTROYED WHEN THE HIGHWAY SHOULDER WAS IMPROVED.
 RA0187
 RA0187                          STATION RECOVERY (1982)
 RA0187
 RA0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0187'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0202 ***********************************************************************
 OY0202  DESIGNATION -  C 7
 OY0202  PID         -  OY0202
 OY0202  STATE/COUNTY-  ID/BINGHAM
 OY0202  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0202
 OY0202                         *CURRENT SURVEY CONTROL
 OY0202  ___________________________________________________________________
 OY0202* NAD 83(1986)-  43 22 49.     (N)    112 07 29.     (W)     SCALED    
 OY0202* NAVD 88     -      1411.892  (meters)    4632.18   (feet)  ADJUSTED  
 OY0202  ___________________________________________________________________
 OY0202  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 OY0202  DYNAMIC HT  -        1411.137 (meters)    4629.71  (feet)  COMP
 OY0202  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 OY0202
 OY0202  VERT ORDER  -  FIRST     CLASS I
 OY0202
 OY0202.The horizontal coordinates were scaled from a topographic map and have
 OY0202.an estimated accuracy of +/- 6 seconds.
 OY0202
 OY0202.The orthometric height was determined by differential leveling
 OY0202.and adjusted by the National Geodetic Survey in June 1991..
 OY0202
 OY0202.The geoid height was determined by GEOID03.
 OY0202
 OY0202.The dynamic height is computed by dividing the NAVD 88
 OY0202.geopotential number by the normal gravity value computed on the
 OY0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0202.degrees latitude (g = 980.6199 gals.).
 OY0202
 OY0202.The modeled gravity was interpolated from observed gravity values.
 OY0202
 OY0202;                    North         East    Units  Estimated Accuracy
 OY0202;SPC ID E     -   190,350.      203,400.      MT  (+/- 180 meters Scaled)
 OY0202
 OY0202                          SUPERSEDED SURVEY CONTROL
 OY0202
 OY0202  NGVD 29 (08/20/92) 1410.822  (m)         4628.67   (f) ADJUSTED    1 1
 OY0202
 OY0202.Superseded values are not recommended for survey control.
 OY0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0202.See file dsdata.txt to determine how the superseded data were derived.
 OY0202
 OY0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP088036(NAD 83)
 OY0202_MARKER: DB = BENCH MARK DISK
 OY0202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0202_SP_SET: BUILDING
 OY0202_STAMPING: C 7 1906 4629.302
 OY0202_MARK LOGO: NGS   
 OY0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0202+STABILITY: POSITION/ELEVATION WELL
 OY0202
 OY0202  HISTORY     - Date     Condition        Report By
 OY0202  HISTORY     - 1906     MONUMENTED       CGS
 OY0202  HISTORY     - 1960     GOOD             NGS
 OY0202  HISTORY     - 1967     GOOD             NGS
 OY0202  HISTORY     - 1983     GOOD             NGS
 OY0202
 OY0202                          STATION DESCRIPTION
 OY0202
 OY0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0202'IN SHELLEY.
 OY0202'AT SHELLEY, DIRECTLY WEST AND ACROSS U.S. HIGHWAY 26, 91 AND 191 FROM
 OY0202'THE NORTH END OF THE UNION PACIFIC RAILROAD STATION, SET VERTICALLY IN
 OY0202'THE EAST FACE AND 0.6 FOOT NORTH OF THE SOUTHEAST CORNER OF MALLORYS
 OY0202'MARKET BASKET GROCERY STORE, AND 3.0 FEET ABOVE THE SIDEWALK. NOTE--
 OY0202'THE MARK IS RECESSED 0.3 FOOT DUE TO A BRICK VENEER ON THE FACE OF THE
 OY0202'BUILDING.
 OY0202
 OY0202                          STATION RECOVERY (1967)
 OY0202
 OY0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0202'RECOVERED IN GOOD CONDITION.
 OY0202
 OY0202                          STATION RECOVERY (1983)
 OY0202
 OY0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0586 ***********************************************************************
 NV0586  DESIGNATION -  C 70
 NV0586  PID         -  NV0586
 NV0586  STATE/COUNTY-  ID/OWYHEE
 NV0586  USGS QUAD   -  THREE CREEK (1979)
 NV0586
 NV0586                         *CURRENT SURVEY CONTROL
 NV0586  ___________________________________________________________________
 NV0586* NAD 83(1986)-  42 07 01.     (N)    115 13 53.     (W)     SCALED    
 NV0586* NAVD 88     -      1639.514  (meters)    5378.97   (feet)  ADJUSTED  
 NV0586  ___________________________________________________________________
 NV0586  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 NV0586  DYNAMIC HT  -        1638.348 (meters)    5375.15  (feet)  COMP
 NV0586  MODELED GRAV-     979,852.9   (mgal)                       NAVD 88
 NV0586
 NV0586  VERT ORDER  -  SECOND    CLASS 0
 NV0586
 NV0586.The horizontal coordinates were scaled from a topographic map and have
 NV0586.an estimated accuracy of +/- 6 seconds.
 NV0586
 NV0586.The orthometric height was determined by differential leveling
 NV0586.and adjusted by the National Geodetic Survey in June 1991..
 NV0586
 NV0586.The geoid height was determined by GEOID03.
 NV0586
 NV0586.The dynamic height is computed by dividing the NAVD 88
 NV0586.geopotential number by the normal gravity value computed on the
 NV0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0586.degrees latitude (g = 980.6199 gals.).
 NV0586
 NV0586.The modeled gravity was interpolated from observed gravity values.
 NV0586
 NV0586;                    North         East    Units  Estimated Accuracy
 NV0586;SPC ID W     -    50,140.      842,890.      MT  (+/- 180 meters Scaled)
 NV0586
 NV0586                          SUPERSEDED SURVEY CONTROL
 NV0586
 NV0586  NGVD 29 (??/??/92) 1638.381  (m)         5375.26   (f) ADJ UNCH    2 0
 NV0586
 NV0586.Superseded values are not recommended for survey control.
 NV0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0586.See file dsdata.txt to determine how the superseded data were derived.
 NV0586
 NV0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG462642(NAD 83)
 NV0586_MARKER: DB = BENCH MARK DISK
 NV0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0586_STAMPING: C 70 1934
 NV0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0586+STABILITY: SURFACE MOTION
 NV0586
 NV0586  HISTORY     - Date     Condition        Report By
 NV0586  HISTORY     - 1934     MONUMENTED       CGS
 NV0586  HISTORY     - 1974     GOOD             USGS
 NV0586
 NV0586                          STATION DESCRIPTION
 NV0586
 NV0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0586'4.0 MI NW FROM THREE CREEK.
 NV0586'4.0 MILES NORTHWEST ALONG THE ROAD TO HOT SPRINGS FROM THE SCHOOLHOUSE
 NV0586'AT THREE CREEK, 120 FEET SOUTHEAST OF A WIRE GATE, 30 FEET SOUTHWEST
 NV0586'OF THE ROAD, AND 2 FEET NORTHEAST OF A FENCE CORNER. SET IN THE TOP OF
 NV0586'A CONCRETE POST.
 NV0586
 NV0586                          STATION RECOVERY (1974)
 NV0586
 NV0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0586'THREE CREEK, (CREEK AT HIGHWAY CROSSING). WEST ON HIGHWAY 3.55 MILES.
 NV0586'THENCE NORTH ON DIRT ROAD 2.50 MILES. 0.1 MI. NORTH OF A CATTLEGUARD.
 NV0586'131 FEET WEST OF THE ROAD. 3 FT EAST OF A NORTH-SOUTH FENCE. A
 NV0586'STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND STAMPED. C 70
 NV0586'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0328 ***********************************************************************
 OH0328  DESIGNATION -  C 72
 OH0328  PID         -  OH0328
 OH0328  STATE/COUNTY-  ID/OWYHEE
 OH0328  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0328
 OH0328                         *CURRENT SURVEY CONTROL
 OH0328  ___________________________________________________________________
 OH0328* NAD 83(1986)-  43 02 48.     (N)    116 21 39.     (W)     SCALED    
 OH0328* NAVD 88     -       815.341  (meters)    2675.00   (feet)  ADJUSTED  
 OH0328  ___________________________________________________________________
 OH0328  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 OH0328  DYNAMIC HT  -         814.976 (meters)    2673.80  (feet)  COMP
 OH0328  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 OH0328
 OH0328  VERT ORDER  -  SECOND    CLASS 0
 OH0328
 OH0328.The horizontal coordinates were scaled from a topographic map and have
 OH0328.an estimated accuracy of +/- 6 seconds.
 OH0328
 OH0328.The orthometric height was determined by differential leveling
 OH0328.and adjusted by the National Geodetic Survey in June 1991..
 OH0328
 OH0328.The geoid height was determined by GEOID03.
 OH0328
 OH0328.The dynamic height is computed by dividing the NAVD 88
 OH0328.geopotential number by the normal gravity value computed on the
 OH0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0328.degrees latitude (g = 980.6199 gals.).
 OH0328
 OH0328.The modeled gravity was interpolated from observed gravity values.
 OH0328
 OH0328;                    North         East    Units  Estimated Accuracy
 OH0328;SPC ID W     -   153,460.      750,230.      MT  (+/- 180 meters Scaled)
 OH0328
 OH0328                          SUPERSEDED SURVEY CONTROL
 OH0328
 OH0328  NGVD 29 (??/??/92)  814.391  (m)         2671.88   (f) ADJ UNCH    2 0
 OH0328
 OH0328.Superseded values are not recommended for survey control.
 OH0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0328.See file dsdata.txt to determine how the superseded data were derived.
 OH0328
 OH0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH520661(NAD 83)
 OH0328_MARKER: DB = BENCH MARK DISK
 OH0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0328_STAMPING: C 72 1934
 OH0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0328+STABILITY: SURFACE MOTION
 OH0328
 OH0328  HISTORY     - Date     Condition        Report By
 OH0328  HISTORY     - 1934     MONUMENTED       CGS
 OH0328  HISTORY     - 1962     GOOD             NGS
 OH0328
 OH0328                          STATION DESCRIPTION
 OH0328
 OH0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0328'1.8 MI E FROM OREANA.
 OH0328'1.8 MILES EAST ALONG THE SAND ROAD FROM ROBINSONS STORE AT OREANA, 400
 OH0328'FEET WEST OF THE JUNCTION OF A SIDE ROAD TO THE SOUTHWEST, 46 FEET
 OH0328'NORTH OF THE CENTER OF THE SAND ROAD AND 1 FOOT SOUTH OF A STEEL
 OH0328'WITNESS POST.  THE MARK PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0507 ***********************************************************************
 NV0507  DESIGNATION -  C 73
 NV0507  PID         -  NV0507
 NV0507  STATE/COUNTY-  ID/ELMORE
 NV0507  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0507
 NV0507                         *CURRENT SURVEY CONTROL
 NV0507  ___________________________________________________________________
 NV0507* NAD 83(1986)-  42 58 33.     (N)    115 09 55.     (W)     SCALED    
 NV0507* NAVD 88     -       797.697  (meters)    2617.11   (feet)  ADJUSTED  
 NV0507  ___________________________________________________________________
 NV0507  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 NV0507  DYNAMIC HT  -         797.362 (meters)    2616.01  (feet)  COMP
 NV0507  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 NV0507
 NV0507  VERT ORDER  -  FIRST     CLASS II
 NV0507
 NV0507.The horizontal coordinates were scaled from a topographic map and have
 NV0507.an estimated accuracy of +/- 6 seconds.
 NV0507
 NV0507.The orthometric height was determined by differential leveling
 NV0507.and adjusted by the National Geodetic Survey in June 1991..
 NV0507
 NV0507.The geoid height was determined by GEOID03.
 NV0507
 NV0507.The dynamic height is computed by dividing the NAVD 88
 NV0507.geopotential number by the normal gravity value computed on the
 NV0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0507.degrees latitude (g = 980.6199 gals.).
 NV0507
 NV0507.The modeled gravity was interpolated from observed gravity values.
 NV0507
 NV0507;                    North         East    Units  Estimated Accuracy
 NV0507;SPC ID W     -   145,580.      847,690.      MT  (+/- 180 meters Scaled)
 NV0507
 NV0507                          SUPERSEDED SURVEY CONTROL
 NV0507
 NV0507  NGVD 29 (??/??/92)  796.913  (m)         2614.54   (f) ADJ UNCH    1 2
 NV0507
 NV0507.Superseded values are not recommended for survey control.
 NV0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0507.See file dsdata.txt to determine how the superseded data were derived.
 NV0507
 NV0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH496597(NAD 83)
 NV0507_MARKER: DB = BENCH MARK DISK
 NV0507_SETTING: 80 = SET IN A BOULDER
 NV0507_SP_SET: BOULDER
 NV0507_STAMPING: C 73 1934
 NV0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0507+STABILITY: SURFACE MOTION
 NV0507
 NV0507  HISTORY     - Date     Condition        Report By
 NV0507  HISTORY     - 1934     MONUMENTED       CGS
 NV0507  HISTORY     - 1959     GOOD             NGS
 NV0507  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0507
 NV0507                          STATION DESCRIPTION
 NV0507
 NV0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NV0507'3.0 MI SE FROM KING HILL.
 NV0507'3.0 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0507'AT KING HILL, ELMORE COUNTY, 120 FEET NORTHEAST OF MILEPOST 364, 33
 NV0507'FEET EAST OF THE CENTERLINE OF THE EAST TRACK, 24 FEET WEST OF A
 NV0507'FENCE, IN THE TOP OF A LARGE BOULDER, AND 2 FEET HIGHER THAN THE
 NV0507'GROUND.  A STANDARD DISK, STAMPED C 73 1934.
 NV0507
 NV0507                          STATION RECOVERY (1983)
 NV0507
 NV0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0820 ***********************************************************************
 NU0820  DESIGNATION -  C 75
 NU0820  PID         -  NU0820
 NU0820  STATE/COUNTY-  ID/BLAINE
 NU0820  USGS QUAD   -  BEAR TRAP CAVE (1972)
 NU0820
 NU0820                         *CURRENT SURVEY CONTROL
 NU0820  ___________________________________________________________________
 NU0820* NAD 83(1986)-  42 58 35.     (N)    113 20 46.     (W)     SCALED    
 NU0820* NAVD 88     -      1438.331  (meters)    4718.92   (feet)  ADJUSTED  
 NU0820  ___________________________________________________________________
 NU0820  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 NU0820  DYNAMIC HT  -        1437.525 (meters)    4716.28  (feet)  COMP
 NU0820  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 NU0820
 NU0820  VERT ORDER  -  SECOND    CLASS 0
 NU0820
 NU0820.The horizontal coordinates were scaled from a topographic map and have
 NU0820.an estimated accuracy of +/- 6 seconds.
 NU0820
 NU0820.The orthometric height was determined by differential leveling
 NU0820.and adjusted by the National Geodetic Survey in June 1991..
 NU0820
 NU0820.The geoid height was determined by GEOID03.
 NU0820
 NU0820.The dynamic height is computed by dividing the NAVD 88
 NU0820.geopotential number by the normal gravity value computed on the
 NU0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0820.degrees latitude (g = 980.6199 gals.).
 NU0820
 NU0820.The modeled gravity was interpolated from observed gravity values.
 NU0820
 NU0820;                    North         East    Units  Estimated Accuracy
 NU0820;SPC ID C     -   145,680.      553,340.      MT  (+/- 180 meters Scaled)
 NU0820
 NU0820                          SUPERSEDED SURVEY CONTROL
 NU0820
 NU0820  NGVD 29 (??/??/92) 1437.32   (m)         4715.6    (f) COMPUTED    2 0
 NU0820
 NU0820.Superseded values are not recommended for survey control.
 NU0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0820.See file dsdata.txt to determine how the superseded data were derived.
 NU0820
 NU0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN086608(NAD 83)
 NU0820_MARKER: DB = BENCH MARK DISK
 NU0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0820_STAMPING: C 75 1958
 NU0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0820+STABILITY: SURFACE MOTION
 NU0820
 NU0820  HISTORY     - Date     Condition        Report By
 NU0820  HISTORY     - 1958     MONUMENTED       CGS
 NU0820
 NU0820                          STATION DESCRIPTION
 NU0820
 NU0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0820'19.25 MI NE FROM MINIDOKA.
 NU0820'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0820'MINIDOKA, THENCE 5.2 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 NU0820'THENCE 13.25 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD, THENCE 0.6
 NU0820'MILE NORTHEAST ALONG A DIRT RUNWAY, AT THE NORTHEAST END OF THE
 NU0820'RUNWAY, 3 1/2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY, 11.5
 NU0820'FEET NORTHEAST OF THE EAST CORNER OF A CORRUGATED METAL RUNWAY MARKER,
 NU0820'2.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE RUNWAY, AND
 NU0820'SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 NU0820'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0152 ***********************************************************************
 NV0152  DESIGNATION -  C 77
 NV0152  PID         -  NV0152
 NV0152  STATE/COUNTY-  ID/TWIN FALLS
 NV0152  USGS QUAD   -  STRICKER BUTTE (1979)
 NV0152
 NV0152                         *CURRENT SURVEY CONTROL
 NV0152  ___________________________________________________________________
 NV0152* NAD 83(1986)-  42 28 32.     (N)    114 18 20.     (W)     SCALED    
 NV0152* NAVD 88     -      1241.944  (meters)    4074.61   (feet)  ADJUSTED  
 NV0152  ___________________________________________________________________
 NV0152  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 NV0152  DYNAMIC HT  -        1241.238 (meters)    4072.30  (feet)  COMP
 NV0152  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 NV0152
 NV0152  VERT ORDER  -  SECOND    CLASS 0
 NV0152
 NV0152.The horizontal coordinates were scaled from a topographic map and have
 NV0152.an estimated accuracy of +/- 6 seconds.
 NV0152
 NV0152.The orthometric height was determined by differential leveling
 NV0152.and adjusted by the National Geodetic Survey in June 1991..
 NV0152
 NV0152.The geoid height was determined by GEOID03.
 NV0152
 NV0152.The dynamic height is computed by dividing the NAVD 88
 NV0152.geopotential number by the normal gravity value computed on the
 NV0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0152.degrees latitude (g = 980.6199 gals.).
 NV0152
 NV0152.The modeled gravity was interpolated from observed gravity values.
 NV0152
 NV0152;                    North         East    Units  Estimated Accuracy
 NV0152;SPC ID C     -    89,890.      474,880.      MT  (+/- 180 meters Scaled)
 NV0152
 NV0152                          SUPERSEDED SURVEY CONTROL
 NV0152
 NV0152  NGVD 29 (??/??/92) 1240.993  (m)         4071.49   (f) ADJ UNCH    2 0
 NV0152
 NV0152.Superseded values are not recommended for survey control.
 NV0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0152.See file dsdata.txt to determine how the superseded data were derived.
 NV0152
 NV0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH214060(NAD 83)
 NV0152_MARKER: DB = BENCH MARK DISK
 NV0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0152_SP_SET: MANHOLE
 NV0152_STAMPING: C 77 1958
 NV0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0152
 NV0152  HISTORY     - Date     Condition        Report By
 NV0152  HISTORY     - 1958     MONUMENTED       CGS
 NV0152
 NV0152                          STATION DESCRIPTION
 NV0152
 NV0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0152'4.05 MI S FROM HANSEN.
 NV0152'4.05 MILES SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCTION OF U.S.
 NV0152'HIGHWAY 30 AT HANSEN, 75 FEET SOUTHWEST OF THE CENTER OF THE
 NV0152'INTERSECTION OF A GRAVEL ROAD, AT A CONCRETE UNDERGROUND ROOM FOR A
 NV0152'PUMP AND WATER STORAGE TANK, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 NV0152'CONCRETE MANHOLE, 64 FEET WEST OF THE CENTER LINE OF ROCK CREEK ROAD,
 NV0152'39 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, ABOUT 7 FEET
 NV0152'SOUTH OF THE CENTER OF AN IRRIGATION DITCH, ABOUT LEVEL WITH ROCK
 NV0152'CREEK ROAD, AND ABOUT 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0393 ***********************************************************************
 OY0393  DESIGNATION -  C 78
 OY0393  PID         -  OY0393
 OY0393  STATE/COUNTY-  ID/BINGHAM
 OY0393  USGS QUAD   -  OLSEN (1973)
 OY0393
 OY0393                         *CURRENT SURVEY CONTROL
 OY0393  ___________________________________________________________________
 OY0393* NAD 83(1986)-  43 16 51.     (N)    112 36 40.     (W)     SCALED    
 OY0393* NAVD 88     -      1406.590  (meters)    4614.79   (feet)  ADJUSTED  
 OY0393  ___________________________________________________________________
 OY0393  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 OY0393  DYNAMIC HT  -        1405.859 (meters)    4612.39  (feet)  COMP
 OY0393  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 OY0393
 OY0393  VERT ORDER  -  FIRST     CLASS II
 OY0393
 OY0393.The horizontal coordinates were scaled from a topographic map and have
 OY0393.an estimated accuracy of +/- 6 seconds.
 OY0393
 OY0393.The orthometric height was determined by differential leveling
 OY0393.and adjusted by the National Geodetic Survey in December 1992..
 OY0393
 OY0393.The geoid height was determined by GEOID03.
 OY0393
 OY0393.The dynamic height is computed by dividing the NAVD 88
 OY0393.geopotential number by the normal gravity value computed on the
 OY0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0393.degrees latitude (g = 980.6199 gals.).
 OY0393
 OY0393.The modeled gravity was interpolated from observed gravity values.
 OY0393
 OY0393;                    North         East    Units  Estimated Accuracy
 OY0393;SPC ID E     -   179,390.      163,930.      MT  (+/- 180 meters Scaled)
 OY0393
 OY0393                          SUPERSEDED SURVEY CONTROL
 OY0393
 OY0393  NAVD 88 (06/15/91) 1406.590  (m)         4614.79   (f) UNKNOWN     1 2
 OY0393  NGVD 29 (08/20/92) 1405.575  (m)         4611.46   (f) ADJUSTED    1 2
 OY0393
 OY0393.Superseded values are not recommended for survey control.
 OY0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0393.See file dsdata.txt to determine how the superseded data were derived.
 OY0393
 OY0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN692932(NAD 83)
 OY0393_MARKER: DB = BENCH MARK DISK
 OY0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0393_SP_SET: CONCRETE POST
 OY0393_STAMPING: C 78 1958
 OY0393_MARK LOGO: CGS   
 OY0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0393+STABILITY: SURFACE MOTION
 OY0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0393+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0393
 OY0393  HISTORY     - Date     Condition        Report By
 OY0393  HISTORY     - 1958     MONUMENTED       CGS
 OY0393  HISTORY     - 19920619 GOOD             NGS
 OY0393
 OY0393                          STATION DESCRIPTION
 OY0393
 OY0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0393'15.55 MI NW FROM BLACKFOOT.
 OY0393'15.55 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0393'STATION AT BLACKFOOT, 11 POLES NORTHWEST OF MILEPOLE 15, 165 FEET
 OY0393'NORTHWEST OF THE NORTH END OF 36-INCH PIPE CULVERT 15.32, 54 FEET
 OY0393'NORTH OF THE NORTH RAIL, 74 1/2 FEET SOUTH OF THE CENTER LINE OF AN
 OY0393'ASPHALT ROAD, 2.3 FEET WEST OF A WITNESS POST, 2 FEET LOWER THAN THE
 OY0393'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 OY0393'THE GROUND.
 OY0393
 OY0393                          STATION RECOVERY (1992)
 OY0393
 OY0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0393'22.6 KM (14.05 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY0393'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, 23.9 M (78.4
 OY0393'FT) SOUTHWEST OF THE CENTERLINE OF TABOR ROAD, 16.1 M (52.8 FT)
 OY0393'NORTHEAST OF THE NEAR RAIL, 1.0 M (3.3 FT) NORTHWEST OF A WITNESS
 OY0393'POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT
 OY0393'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0692 ***********************************************************************
 NU0692  DESIGNATION -  C 79
 NU0692  PID         -  NU0692
 NU0692  STATE/COUNTY-  ID/BINGHAM
 NU0692  USGS QUAD   -  ABERDEEN (1971)
 NU0692
 NU0692                         *CURRENT SURVEY CONTROL
 NU0692  ___________________________________________________________________
 NU0692* NAD 83(1986)-  42 55 37.     (N)    112 50 56.     (W)     SCALED    
 NU0692* NAVD 88     -      1342.550  (meters)    4404.68   (feet)  ADJUSTED  
 NU0692  ___________________________________________________________________
 NU0692  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NU0692  DYNAMIC HT  -        1341.795 (meters)    4402.21  (feet)  COMP
 NU0692  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 NU0692
 NU0692  VERT ORDER  -  SECOND    CLASS 0
 NU0692
 NU0692.The horizontal coordinates were scaled from a topographic map and have
 NU0692.an estimated accuracy of +/- 6 seconds.
 NU0692
 NU0692.The orthometric height was determined by differential leveling
 NU0692.and adjusted by the National Geodetic Survey in June 1991..
 NU0692
 NU0692.The geoid height was determined by GEOID03.
 NU0692
 NU0692.The dynamic height is computed by dividing the NAVD 88
 NU0692.geopotential number by the normal gravity value computed on the
 NU0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0692.degrees latitude (g = 980.6199 gals.).
 NU0692
 NU0692.The modeled gravity was interpolated from observed gravity values.
 NU0692
 NU0692;                    North         East    Units  Estimated Accuracy
 NU0692;SPC ID E     -   140,210.      144,310.      MT  (+/- 180 meters Scaled)
 NU0692
 NU0692                          SUPERSEDED SURVEY CONTROL
 NU0692
 NU0692  NGVD 29 (??/??/92) 1341.518  (m)         4401.30   (f) ADJ UNCH    2 0
 NU0692
 NU0692.Superseded values are not recommended for survey control.
 NU0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0692.See file dsdata.txt to determine how the superseded data were derived.
 NU0692
 NU0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN491543(NAD 83)
 NU0692_MARKER: DB = BENCH MARK DISK
 NU0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0692_STAMPING: C 79 1958
 NU0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0692+STABILITY: SURFACE MOTION
 NU0692
 NU0692  HISTORY     - Date     Condition        Report By
 NU0692  HISTORY     - 1958     MONUMENTED       CGS
 NU0692
 NU0692                          STATION DESCRIPTION
 NU0692
 NU0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0692'1.6 MI SW FROM ABERDEEN.
 NU0692'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 NU0692'ABERDEEN, 0.35 MILE SOUTH OF THE CROSSING OF LOW LINE CANAL, 51 FEET
 NU0692'SOUTHWEST OF THE CENTER OF THE T JUNCTION OF A DRIVEWAY LEADING WEST
 NU0692'INTO A FIELD, 47 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET
 NU0692'SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 3 FEET SOUTHWEST OF A POWER
 NU0692'POLE, 3.9 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST, AND
 NU0692'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 NU0692'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0139 ***********************************************************************
 PZ0139  DESIGNATION -  C 8
 PZ0139  PID         -  PZ0139
 PZ0139  STATE/COUNTY-  ID/CLARK
 PZ0139  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0139
 PZ0139                         *CURRENT SURVEY CONTROL
 PZ0139  ___________________________________________________________________
 PZ0139* NAD 83(1986)-  44 19 51.     (N)    112 10 22.     (W)     SCALED    
 PZ0139* NAVD 88     -      1780.659  (meters)    5842.05   (feet)  ADJUSTED  
 PZ0139  ___________________________________________________________________
 PZ0139  GEOID HEIGHT-         -10.27  (meters)                     GEOID03
 PZ0139  DYNAMIC HT  -        1779.726 (meters)    5838.98  (feet)  COMP
 PZ0139  MODELED GRAV-     980,030.3   (mgal)                       NAVD 88
 PZ0139
 PZ0139  VERT ORDER  -  FIRST     CLASS II
 PZ0139
 PZ0139.The horizontal coordinates were scaled from a topographic map and have
 PZ0139.an estimated accuracy of +/- 6 seconds.
 PZ0139
 PZ0139.The orthometric height was determined by differential leveling
 PZ0139.and adjusted by the National Geodetic Survey in June 1991..
 PZ0139
 PZ0139.The geoid height was determined by GEOID03.
 PZ0139
 PZ0139.The dynamic height is computed by dividing the NAVD 88
 PZ0139.geopotential number by the normal gravity value computed on the
 PZ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0139.degrees latitude (g = 980.6199 gals.).
 PZ0139
 PZ0139.The modeled gravity was interpolated from observed gravity values.
 PZ0139
 PZ0139;                    North         East    Units  Estimated Accuracy
 PZ0139;SPC ID E     -   295,950.      199,510.      MT  (+/- 180 meters Scaled)
 PZ0139
 PZ0139                          SUPERSEDED SURVEY CONTROL
 PZ0139
 PZ0139  NGVD 29 (??/??/92) 1779.449  (m)         5838.08   (f) ADJ UNCH    1 2
 PZ0139
 PZ0139.Superseded values are not recommended for survey control.
 PZ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0139.See file dsdata.txt to determine how the superseded data were derived.
 PZ0139
 PZ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ064092(NAD 83)
 PZ0139_MARKER: P = PIPE CAP
 PZ0139_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0139_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0139_STAMPING: 5838.518
 PZ0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0139
 PZ0139  HISTORY     - Date     Condition        Report By
 PZ0139  HISTORY     - UNK      MONUMENTED       CGS
 PZ0139  HISTORY     - 1967     GOOD             NGS
 PZ0139
 PZ0139                          STATION DESCRIPTION
 PZ0139
 PZ0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0139'1.95 MI S FROM SPENCER.
 PZ0139'1.95 MILES SOUTH ALONG U.S. HIGHWAY 91 AND INTERSTATE HIGHWAY 15 FROM
 PZ0139'THE SCHOOL AT SPENCER, AT THE JUNCTION OF A DIM TRACK ROAD, 1-3/4
 PZ0139'POLES SOUTH OF RAILROAD MILEPOLE 246.5, 65 1/2 FEET EAST-NORTHEAST OF
 PZ0139'THE 18TH POLE SOUTH OF MILEPOLE 247, 95.6 FEET EAST OF THE EAST RAIL,
 PZ0139'10 1/2 FEET NORTH OF THE NORTH END OF A GATE, 1.1 FEET WEST OF A
 PZ0139'FENCE, 0.8 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 PZ0139'AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT
 PZ0139'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0419 ***********************************************************************
 NU0419  DESIGNATION -  C 80
 NU0419  PID         -  NU0419
 NU0419  STATE/COUNTY-  ID/ONEIDA
 NU0419  USGS QUAD   -  STONE (1973)
 NU0419
 NU0419                         *CURRENT SURVEY CONTROL
 NU0419  ___________________________________________________________________
 NU0419* NAD 83(1986)-  42 03 28.     (N)    112 41 25.     (W)     SCALED    
 NU0419* NAVD 88     -      1403.751  (meters)    4605.47   (feet)  ADJUSTED  
 NU0419  ___________________________________________________________________
 NU0419  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 NU0419  DYNAMIC HT  -        1402.809 (meters)    4602.38  (feet)  COMP
 NU0419  MODELED GRAV-     979,902.7   (mgal)                       NAVD 88
 NU0419
 NU0419  VERT ORDER  -  SECOND    CLASS 0
 NU0419
 NU0419.The horizontal coordinates were scaled from a topographic map and have
 NU0419.an estimated accuracy of +/- 6 seconds.
 NU0419
 NU0419.The orthometric height was determined by differential leveling
 NU0419.and adjusted by the National Geodetic Survey in June 1991..
 NU0419
 NU0419.The geoid height was determined by GEOID03.
 NU0419
 NU0419.The dynamic height is computed by dividing the NAVD 88
 NU0419.geopotential number by the normal gravity value computed on the
 NU0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0419.degrees latitude (g = 980.6199 gals.).
 NU0419
 NU0419.The modeled gravity was interpolated from observed gravity values.
 NU0419
 NU0419;                    North         East    Units  Estimated Accuracy
 NU0419;SPC ID E     -    43,570.      156,660.      MT  (+/- 180 meters Scaled)
 NU0419
 NU0419                          SUPERSEDED SURVEY CONTROL
 NU0419
 NU0419  NGVD 29 (??/??/92) 1402.695  (m)         4602.01   (f) ADJ UNCH    2 0
 NU0419
 NU0419.Superseded values are not recommended for survey control.
 NU0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0419.See file dsdata.txt to determine how the superseded data were derived.
 NU0419
 NU0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM601575(NAD 83)
 NU0419_MARKER: DB = BENCH MARK DISK
 NU0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0419_STAMPING: C 80 1934
 NU0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0419+STABILITY: SURFACE MOTION
 NU0419
 NU0419  HISTORY     - Date     Condition        Report By
 NU0419  HISTORY     - 1934     MONUMENTED       CGS
 NU0419  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0419
 NU0419                          STATION DESCRIPTION
 NU0419
 NU0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0419'7.3 MI N FROM SNOWVILLE.
 NU0419'IN ONEIDA COUNTY, IDAHO, ABOUT 7.3 MILES NORTH ALONG THE ROAD LEADING
 NU0419'TO HOLBROOK FROM THE CAFE BUILDING AT SNOWVILLE, BOX ELDER COUNTY,
 NU0419'UTAH, ABOUT 1/4 MILE WEST OF A FARMHOUSE, AND 30 FEET SOUTH OF THE
 NU0419'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED C 80 1934 AND SET
 NU0419'IN THE TOP OF A CONCRETE POST.
 NU0419
 NU0419                          STATION RECOVERY (1973)
 NU0419
 NU0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1057 ***********************************************************************
 NU1057  DESIGNATION -  C 81
 NU1057  PID         -  NU1057
 NU1057  STATE/COUNTY-  ID/CASSIA
 NU1057  USGS QUAD   -  NAF (1976)
 NU1057
 NU1057                         *CURRENT SURVEY CONTROL
 NU1057  ___________________________________________________________________
 NU1057* NAD 83(1986)-  42 00 36.     (N)    113 19 45.     (W)     SCALED    
 NU1057* NAVD 88     -      1624.019  (meters)    5328.14   (feet)  ADJUSTED  
 NU1057  ___________________________________________________________________
 NU1057  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 NU1057  DYNAMIC HT  -        1622.886 (meters)    5324.42  (feet)  COMP
 NU1057  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 NU1057
 NU1057  VERT ORDER  -  SECOND    CLASS 0
 NU1057
 NU1057.The horizontal coordinates were scaled from a topographic map and have
 NU1057.an estimated accuracy of +/- 6 seconds.
 NU1057
 NU1057.The orthometric height was determined by differential leveling
 NU1057.and adjusted by the National Geodetic Survey in June 1991..
 NU1057
 NU1057.The geoid height was determined by GEOID03.
 NU1057
 NU1057.The dynamic height is computed by dividing the NAVD 88
 NU1057.geopotential number by the normal gravity value computed on the
 NU1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1057.degrees latitude (g = 980.6199 gals.).
 NU1057
 NU1057.The modeled gravity was interpolated from observed gravity values.
 NU1057
 NU1057;                    North         East    Units  Estimated Accuracy
 NU1057;SPC ID C     -    38,350.      555,570.      MT  (+/- 180 meters Scaled)
 NU1057
 NU1057                          SUPERSEDED SURVEY CONTROL
 NU1057
 NU1057  NGVD 29 (??/??/92) 1622.914  (m)         5324.51   (f) ADJ UNCH    2 0
 NU1057
 NU1057.Superseded values are not recommended for survey control.
 NU1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1057.See file dsdata.txt to determine how the superseded data were derived.
 NU1057
 NU1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM071535(NAD 83)
 NU1057_MARKER: DB = BENCH MARK DISK
 NU1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1057_STAMPING: C 81 1934
 NU1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1057+STABILITY: SURFACE MOTION
 NU1057
 NU1057  HISTORY     - Date     Condition        Report By
 NU1057  HISTORY     - 1934     MONUMENTED       CGS
 NU1057
 NU1057                          STATION DESCRIPTION
 NU1057
 NU1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU1057'4.2 MI E FROM STANROD.
 NU1057'4.2 MILES EAST ALONG THE ROAD LEADING TO STREVELL FROM THE CROSSROADS
 NU1057'AT STANDROD, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD AND IN LINE
 NU1057'WITH A FENCE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0457 ***********************************************************************
 NU0457  DESIGNATION -  C 82
 NU0457  PID         -  NU0457
 NU0457  STATE/COUNTY-  ID/ONEIDA
 NU0457  USGS QUAD   -  BUIST (1973)
 NU0457
 NU0457                         *CURRENT SURVEY CONTROL
 NU0457  ___________________________________________________________________
 NU0457* NAD 83(1986)-  42 22 18.     (N)    112 34 34.     (W)     SCALED    
 NU0457* NAVD 88     -      1610.732  (meters)    5284.54   (feet)  ADJUSTED  
 NU0457  ___________________________________________________________________
 NU0457  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 NU0457  DYNAMIC HT  -        1609.654 (meters)    5281.01  (feet)  COMP
 NU0457  MODELED GRAV-     979,895.6   (mgal)                       NAVD 88
 NU0457
 NU0457  VERT ORDER  -  SECOND    CLASS 0
 NU0457
 NU0457.The horizontal coordinates were scaled from a topographic map and have
 NU0457.an estimated accuracy of +/- 6 seconds.
 NU0457
 NU0457.The orthometric height was determined by differential leveling
 NU0457.and adjusted by the National Geodetic Survey in June 1991..
 NU0457
 NU0457.The geoid height was determined by GEOID03.
 NU0457
 NU0457.The dynamic height is computed by dividing the NAVD 88
 NU0457.geopotential number by the normal gravity value computed on the
 NU0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0457.degrees latitude (g = 980.6199 gals.).
 NU0457
 NU0457.The modeled gravity was interpolated from observed gravity values.
 NU0457
 NU0457;                    North         East    Units  Estimated Accuracy
 NU0457;SPC ID E     -    78,380.      166,280.      MT  (+/- 180 meters Scaled)
 NU0457
 NU0457                          SUPERSEDED SURVEY CONTROL
 NU0457
 NU0457  NGVD 29 (??/??/92) 1609.609  (m)         5280.86   (f) ADJ UNCH    2 0
 NU0457
 NU0457.Superseded values are not recommended for survey control.
 NU0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0457.See file dsdata.txt to determine how the superseded data were derived.
 NU0457
 NU0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM702922(NAD 83)
 NU0457_MARKER: DB = BENCH MARK DISK
 NU0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0457_SP_SET: STEP
 NU0457_STAMPING: C 82 1934
 NU0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0457
 NU0457  HISTORY     - Date     Condition        Report By
 NU0457  HISTORY     - 1934     MONUMENTED       CGS
 NU0457  HISTORY     - 1973     GOOD             USGS
 NU0457
 NU0457                          STATION DESCRIPTION
 NU0457
 NU0457'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NU0457'7.3 MI SE FROM ARBON.
 NU0457'0.6 MILE EAST THEN 6.7 MILES SOUTH ALONG THE ARBON VALLEY ROAD FROM
 NU0457'THE LATTER DAY SAINTS CHURCH AT ARBON, AT AN OLD SCHOOL HOUSE, AT THE
 NU0457'SOUTH ENTRANCE, AND IN THE EAST END OF THE FIFTH STEP, 286 FEET SOUTH
 NU0457'OF A CROSS-ROAD, 104 FEET WEST OF THE CENTERLINE OF ARBON VALLEY ROAD.
 NU0457'A STANDARD DISK, STAMPED C 82 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0903 ***********************************************************************
 NU0903  DESIGNATION -  C 83
 NU0903  PID         -  NU0903
 NU0903  STATE/COUNTY-  ID/CASSIA
 NU0903  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0903
 NU0903                         *CURRENT SURVEY CONTROL
 NU0903  ___________________________________________________________________
 NU0903* NAD 83(1986)-  42 30 54.     (N)    113 17 10.     (W)     SCALED    
 NU0903* NAVD 88     -      1324.004  (meters)    4343.84   (feet)  ADJUSTED  
 NU0903  ___________________________________________________________________
 NU0903  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NU0903  DYNAMIC HT  -        1323.203 (meters)    4341.21  (feet)  COMP
 NU0903  MODELED GRAV-     979,970.5   (mgal)                       NAVD 88
 NU0903
 NU0903  VERT ORDER  -  SECOND    CLASS 0
 NU0903
 NU0903.The horizontal coordinates were scaled from a topographic map and have
 NU0903.an estimated accuracy of +/- 6 seconds.
 NU0903
 NU0903.The orthometric height was determined by differential leveling
 NU0903.and adjusted by the National Geodetic Survey in June 1991..
 NU0903
 NU0903.The geoid height was determined by GEOID03.
 NU0903
 NU0903.The dynamic height is computed by dividing the NAVD 88
 NU0903.geopotential number by the normal gravity value computed on the
 NU0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0903.degrees latitude (g = 980.6199 gals.).
 NU0903
 NU0903.The modeled gravity was interpolated from observed gravity values.
 NU0903
 NU0903;                    North         East    Units  Estimated Accuracy
 NU0903;SPC ID C     -    94,470.      558,660.      MT  (+/- 180 meters Scaled)
 NU0903
 NU0903                          SUPERSEDED SURVEY CONTROL
 NU0903
 NU0903  NGVD 29 (??/??/92) 1322.989  (m)         4340.51   (f) ADJ UNCH    2 0
 NU0903
 NU0903.Superseded values are not recommended for survey control.
 NU0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0903.See file dsdata.txt to determine how the superseded data were derived.
 NU0903
 NU0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN122094(NAD 83)
 NU0903_MARKER: DB = BENCH MARK DISK
 NU0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0903_SP_SET: CULVERT
 NU0903_STAMPING: C 83 1934
 NU0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0903
 NU0903  HISTORY     - Date     Condition        Report By
 NU0903  HISTORY     - 1934     MONUMENTED       CGS
 NU0903  HISTORY     - 1980     MARK NOT FOUND   USGS
 NU0903
 NU0903                          STATION DESCRIPTION
 NU0903
 NU0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0903'7.9 MI N FROM IDAHOME.
 NU0903'7.9 MILES NORTH ALONG U.S. HIGHWAY 30 S FROM THE EMERGENCY AIRWAY
 NU0903'FIELD AT IDAHOME, THENCE 7.8 MILES EAST ALONG THE ROAD LEADING TO
 NU0903'AMERICAN FALLS, ABOUT 1 MILE EAST OF THE STORE AT YALE, AND IN THE
 NU0903'SOUTH HEADWALL OF A CONCRETE CULVERT.  A STANDARD DISK, STAMPED C 83
 NU0903'1934.
 NU0903
 NU0903                          STATION RECOVERY (1980)
 NU0903
 NU0903'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NU0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0120 ***********************************************************************
 SV0120  DESIGNATION -  C 84
 SV0120  PID         -  SV0120
 SV0120  STATE/COUNTY-  ID/KOOTENAI
 SV0120  USGS QUAD   -  ROSE LAKE (1996)
 SV0120
 SV0120                         *CURRENT SURVEY CONTROL
 SV0120  ___________________________________________________________________
 SV0120* NAD 83(1986)-  47 35 22.     (N)    116 28 52.     (W)     SCALED    
 SV0120* NAVD 88     -       695.000  (meters)    2280.18   (feet)  ADJUSTED  
 SV0120  ___________________________________________________________________
 SV0120  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV0120  DYNAMIC HT  -         695.013 (meters)    2280.22  (feet)  COMP
 SV0120  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 SV0120
 SV0120  VERT ORDER  -  SECOND    CLASS 0
 SV0120
 SV0120.The horizontal coordinates were scaled from a topographic map and have
 SV0120.an estimated accuracy of +/- 6 seconds.
 SV0120
 SV0120.The orthometric height was determined by differential leveling
 SV0120.and adjusted by the National Geodetic Survey in June 1991..
 SV0120
 SV0120.The geoid height was determined by GEOID03.
 SV0120
 SV0120.The dynamic height is computed by dividing the NAVD 88
 SV0120.geopotential number by the normal gravity value computed on the
 SV0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0120.degrees latitude (g = 980.6199 gals.).
 SV0120
 SV0120.The modeled gravity was interpolated from observed gravity values.
 SV0120
 SV0120;                    North         East    Units  Estimated Accuracy
 SV0120;SPC ID W     -   658,380.      745,010.      MT  (+/- 180 meters Scaled)
 SV0120
 SV0120                          SUPERSEDED SURVEY CONTROL
 SV0120
 SV0120  NGVD 29 (??/??/92)  693.885  (m)         2276.52   (f) ADJ UNCH    2 0
 SV0120
 SV0120.Superseded values are not recommended for survey control.
 SV0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0120.See file dsdata.txt to determine how the superseded data were derived.
 SV0120
 SV0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN390708(NAD 83)
 SV0120_MARKER: DB = BENCH MARK DISK
 SV0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0120_SP_SET: CULVERT
 SV0120_STAMPING: C 84 1958
 SV0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0120
 SV0120  HISTORY     - Date     Condition        Report By
 SV0120  HISTORY     - 1958     MONUMENTED       CGS
 SV0120  HISTORY     - 1974     GOOD             LOCENG
 SV0120
 SV0120                          STATION DESCRIPTION
 SV0120
 SV0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0120'8.8 MI NW FROM CATALDO.
 SV0120'8.8 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0120'RAILROAD STATION AT CATALDO, 0.2 MILE WEST OF THE CEDARS SERVICE
 SV0120'STATION, 40.8 FEET WEST OF A CUT NORTH OF THE HIGHWAY, 19.6 FEET
 SV0120'NORTHEAST OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE, SET IN TOP
 SV0120'OF THE NORTHEAST CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER THE
 SV0120'HIGHWAY AND 6 INCHES HIGHER THAN THE HIGHWAY.
 SV0120
 SV0120                          STATION RECOVERY (1974)
 SV0120
 SV0120'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 SV0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1759 ***********************************************************************
 SV1759  DESIGNATION -  C 84 RESET
 SV1759  PID         -  SV1759
 SV1759  STATE/COUNTY-  ID/KOOTENAI
 SV1759  USGS QUAD   -  ROSE LAKE (1996)
 SV1759
 SV1759                         *CURRENT SURVEY CONTROL
 SV1759  ___________________________________________________________________
 SV1759* NAD 83(1986)-  47 35 22.     (N)    116 28 52.     (W)     SCALED    
 SV1759* NAVD 88     -       694.83   (meters)    2279.6    (feet)  RESET     
 SV1759  ___________________________________________________________________
 SV1759  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV1759
 SV1759  VERT ORDER  -  THIRD
 SV1759
 SV1759.The horizontal coordinates were scaled from a topographic map and have
 SV1759.an estimated accuracy of +/- 6 seconds.
 SV1759
 SV1759.The orthometric height was computed from unverified reset data.
 SV1759.No vertical observational check was made to the station.
 SV1759
 SV1759.The geoid height was determined by GEOID03.
 SV1759
 SV1759;                    North         East    Units  Estimated Accuracy
 SV1759;SPC ID W     -   658,380.      745,010.      MT  (+/- 180 meters Scaled)
 SV1759
 SV1759                          SUPERSEDED SURVEY CONTROL
 SV1759
 SV1759  NGVD 29 (03/27/06)  693.72   (m)         2276.0    (f) RESET       3  
 SV1759
 SV1759.Superseded values are not recommended for survey control.
 SV1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1759.See file dsdata.txt to determine how the superseded data were derived.
 SV1759
 SV1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN390708(NAD 83)
 SV1759_MARKER: DB = BENCH MARK DISK
 SV1759_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SV1759_SP_SET: HEADWALL
 SV1759_STAMPING: C 84 RESET 1983
 SV1759_MARK LOGO: NGS   
 SV1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1759+STABILITY: SURFACE MOTION
 SV1759
 SV1759  HISTORY     - Date     Condition        Report By
 SV1759  HISTORY     - 1983     MONUMENTED       NGS
 SV1759
 SV1759                          STATION DESCRIPTION
 SV1759
 SV1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 SV1759'14.1 KM (8.75 MI) WEST FROM CATALDO.
 SV1759'14.1 KM (8.75 MI) WEST ALONG INTERSTATE HIGHWAY 90 FROM THE CATALDO
 SV1759'EXIT ON THE HIGHWAY, 0.32 KM (0.20 MI) WEST OF THE STATE HIGHWAY
 SV1759'TRUCK WEIGHING STATION, 6.1 M (20.0 FT) SOUTHWEST OF THE CENTER OF
 SV1759'THE EAST BOUND TRAFFIC LANE, 0.30 M (1.0 FT) SOUTHEAST OF THE
 SV1759'NORTHWEST END OF THE CULVERT, IN THE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0595 ***********************************************************************
 OZ0595  DESIGNATION -  C 85
 OZ0595  PID         -  OZ0595
 OZ0595  STATE/COUNTY-  ID/ELMORE
 OZ0595  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0595
 OZ0595                         *CURRENT SURVEY CONTROL
 OZ0595  ___________________________________________________________________
 OZ0595* NAD 83(1986)-  43 09 49.     (N)    115 42 27.     (W)     SCALED    
 OZ0595* NAVD 88     -       976.670  (meters)    3204.29   (feet)  ADJUSTED  
 OZ0595  ___________________________________________________________________
 OZ0595  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 OZ0595  DYNAMIC HT  -         976.243 (meters)    3202.89  (feet)  COMP
 OZ0595  MODELED GRAV-     980,150.5   (mgal)                       NAVD 88
 OZ0595
 OZ0595  VERT ORDER  -  SECOND    CLASS 0
 OZ0595
 OZ0595.The horizontal coordinates were scaled from a topographic map and have
 OZ0595.an estimated accuracy of +/- 6 seconds.
 OZ0595
 OZ0595.The orthometric height was determined by differential leveling
 OZ0595.and adjusted by the National Geodetic Survey in June 1991..
 OZ0595
 OZ0595.The geoid height was determined by GEOID03.
 OZ0595
 OZ0595.The dynamic height is computed by dividing the NAVD 88
 OZ0595.geopotential number by the normal gravity value computed on the
 OZ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0595.degrees latitude (g = 980.6199 gals.).
 OZ0595
 OZ0595.The modeled gravity was interpolated from observed gravity values.
 OZ0595
 OZ0595;                    North         East    Units  Estimated Accuracy
 OZ0595;SPC ID W     -   166,270.      803,460.      MT  (+/- 180 meters Scaled)
 OZ0595
 OZ0595                          SUPERSEDED SURVEY CONTROL
 OZ0595
 OZ0595  NGVD 29 (??/??/92)  975.794  (m)         3201.42   (f) ADJ UNCH    2 0
 OZ0595
 OZ0595.Superseded values are not recommended for survey control.
 OZ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0595.See file dsdata.txt to determine how the superseded data were derived.
 OZ0595
 OZ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH050797(NAD 83)
 OZ0595_MARKER: DB = BENCH MARK DISK
 OZ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0595_STAMPING: C 85 1959
 OZ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0595+STABILITY: SURFACE MOTION
 OZ0595
 OZ0595  HISTORY     - Date     Condition        Report By
 OZ0595  HISTORY     - 1959     MONUMENTED       CGS
 OZ0595  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0595
 OZ0595                          STATION DESCRIPTION
 OZ0595
 OZ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0595'2.4 MI NW FROM MOUNTAIN HOME.
 OZ0595'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 OZ0595'MOUNTAIN HOME TO A PAVED ROAD, THENCE 0.75 MILE NORTH ALONG PAVED ROAD
 OZ0595'TO THE INTERSECTION OF A EAST-WEST CROSS ROAD, CONTINUE NORTH 0.55
 OZ0595'MILE, 36.6 FEET SOUTHEAST OF POWER POLE NO. 919, 25.0 FEET WEST OF THE
 OZ0595'CENTERLINE OF PAVED ROAD, 2.4 FEET EAST OF A FENCE LINE, 4.0 FEET
 OZ0595'NORTHWEST OF A METAL WITNESS POST, SET IN A SQUARE CONCRETE POST
 OZ0595'PROJECTING 3 INCHES.
 OZ0595
 OZ0595                          STATION RECOVERY (1983)
 OZ0595
 OZ0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0595 ***********************************************************************
 OH0595  DESIGNATION -  C 86
 OH0595  PID         -  OH0595
 OH0595  STATE/COUNTY-  ID/CANYON
 OH0595  USGS QUAD   -  CALDWELL (1971)
 OH0595
 OH0595                         *CURRENT SURVEY CONTROL
 OH0595  ___________________________________________________________________
 OH0595* NAD 83(1986)-  43 44 08.     (N)    116 42 13.     (W)     SCALED    
 OH0595* NAVD 88     -       752.225  (meters)    2467.92   (feet)  ADJUSTED  
 OH0595  ___________________________________________________________________
 OH0595  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 OH0595  DYNAMIC HT  -         751.981 (meters)    2467.12  (feet)  COMP
 OH0595  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 OH0595
 OH0595  VERT ORDER  -  SECOND    CLASS 0
 OH0595
 OH0595.The horizontal coordinates were scaled from a topographic map and have
 OH0595.an estimated accuracy of +/- 6 seconds.
 OH0595
 OH0595.The orthometric height was determined by differential leveling
 OH0595.and adjusted by the National Geodetic Survey in June 1991..
 OH0595
 OH0595.The geoid height was determined by GEOID03.
 OH0595
 OH0595.The dynamic height is computed by dividing the NAVD 88
 OH0595.geopotential number by the normal gravity value computed on the
 OH0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0595.degrees latitude (g = 980.6199 gals.).
 OH0595
 OH0595.The modeled gravity was interpolated from observed gravity values.
 OH0595
 OH0595;                    North         East    Units  Estimated Accuracy
 OH0595;SPC ID W     -   230,250.      723,180.      MT  (+/- 180 meters Scaled)
 OH0595
 OH0595                          SUPERSEDED SURVEY CONTROL
 OH0595
 OH0595  NGVD 29 (??/??/92)  751.286  (m)         2464.84   (f) ADJ UNCH    2 0
 OH0595
 OH0595.Superseded values are not recommended for survey control.
 OH0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0595.See file dsdata.txt to determine how the superseded data were derived.
 OH0595
 OH0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ238425(NAD 83)
 OH0595_MARKER: DB = BENCH MARK DISK
 OH0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0595_STAMPING: C 86 1959
 OH0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0595+STABILITY: SURFACE MOTION
 OH0595
 OH0595  HISTORY     - Date     Condition        Report By
 OH0595  HISTORY     - 1959     MONUMENTED       CGS
 OH0595  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0595
 OH0595                          STATION DESCRIPTION
 OH0595
 OH0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0595'3.3 MI NW FROM CALDWELL.
 OH0595'3.3 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0595'U.S. HIGHWAYS 30 AND 20 AT CALDWELL, 0.05 MILE WEST OF THE CENTERLINE
 OH0595'OF THE HIGHWAY, 24.0 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 OH0595'4.0 FEET WEST OF TELEPHONE POLE NO. 86G-1, 2.0 FEET EAST OF A METAL
 OH0595'WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 3
 OH0595'INCHES AND ON THE NORTHEAST SIDE OF THE PROPOSED HIGHWAY.
 OH0595
 OH0595                          STATION RECOVERY (1983)
 OH0595
 OH0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0607 ***********************************************************************
 OH0607  DESIGNATION -  C 87 RESET
 OH0607  PID         -  OH0607
 OH0607  STATE/COUNTY-  ID/CANYON
 OH0607  USGS QUAD   -  SAND HOLLOW (1970)
 OH0607
 OH0607                         *CURRENT SURVEY CONTROL
 OH0607  ___________________________________________________________________
 OH0607* NAD 83(1986)-  43 47 36.     (N)    116 41 45.     (W)     SCALED    
 OH0607* NAVD 88     -       772.54   (meters)    2534.6    (feet)  RESET     
 OH0607  ___________________________________________________________________
 OH0607  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 OH0607
 OH0607  VERT ORDER  -  THIRD
 OH0607
 OH0607.The horizontal coordinates were scaled from a topographic map and have
 OH0607.an estimated accuracy of +/- 6 seconds.
 OH0607
 OH0607.The orthometric height was computed from unverified reset data.
 OH0607
 OH0607.The geoid height was determined by GEOID03.
 OH0607
 OH0607;                    North         East    Units  Estimated Accuracy
 OH0607;SPC ID W     -   236,670.      723,880.      MT  (+/- 180 meters Scaled)
 OH0607
 OH0607                          SUPERSEDED SURVEY CONTROL
 OH0607
 OH0607.No superseded survey control is available for this station.
 OH0607
 OH0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ244489(NAD 83)
 OH0607_MARKER: DB = BENCH MARK DISK
 OH0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0607_SP_SET: CHECK GATE
 OH0607_STAMPING: C 87 RESET 1970
 OH0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0607
 OH0607  HISTORY     - Date     Condition        Report By
 OH0607  HISTORY     - 1970     MONUMENTED       NGS
 OH0607
 OH0607                          STATION DESCRIPTION
 OH0607
 OH0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0607'10 MI N FROM CALDWELL.
 OH0607'FROM THE JUNCTION OF INTERSTATE 80N, U.S. HIGHWAY 30, AND STATE
 OH0607'HIGHWAY 44, ABOUT 2 1/2 MILES NORTHWEST OF CALDWELL GO EAST ON STATE
 OH0607'HIGHWAY 44 FOR 0.15 MILE TO A CROSSROAD, TURN LEFT, AND GO NORTHWEST
 OH0607'ON THE MACADAM ROAD FOR 6.9 MILES TO A CROSSROAD, THIS IS 1.1 MILES
 OH0607'BEFORE REACHING THE SAND HOLLOW MARKET, TURN RIGHT, AND GO EAST ON THE
 OH0607'GRAVELED ROAD FOR 2.1 MILES TO THE BENCH MARK ON THE RIGHT, 200 FEET
 OH0607'WEST OF A CROSSROAD, 150 FEET SOUTHWEST OF MR GERALD JENSENS
 OH0607'RESIDENCE, 38 FEET SOUTHWEST OF MR. JENSENS MAIL BOX, 24 FEET SOUTH OF
 OH0607'THE CENTER OF THE GRAVELED ROAD, 11 FEET WEST-SOUTHWEST OF A POWER
 OH0607'POLE WITH A TRANSFORMER, AND 2 FEET HIGHER THAN THE ROAD CEMENTED IN A
 OH0607'DRILL HOLE IN THE NORTHEAST CORNER OF AN IRRIGATION CHECK GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0315 ***********************************************************************
 NV0315  DESIGNATION -  C 88
 NV0315  PID         -  NV0315
 NV0315  STATE/COUNTY-  ID/GOODING
 NV0315  USGS QUAD   -  TUTTLE (1992)
 NV0315
 NV0315                         *CURRENT SURVEY CONTROL
 NV0315  ___________________________________________________________________
 NV0315* NAD 83(1986)-  42 50 49.     (N)    114 49 37.     (W)     SCALED    
 NV0315* NAVD 88     -      1020.453  (meters)    3347.94   (feet)  ADJUSTED  
 NV0315  ___________________________________________________________________
 NV0315  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV0315  DYNAMIC HT  -        1019.983 (meters)    3346.39  (feet)  COMP
 NV0315  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 NV0315
 NV0315  VERT ORDER  -  FIRST     CLASS II
 NV0315
 NV0315.The horizontal coordinates were scaled from a topographic map and have
 NV0315.an estimated accuracy of +/- 6 seconds.
 NV0315
 NV0315.The orthometric height was determined by differential leveling
 NV0315.and adjusted by the National Geodetic Survey in January 1993..
 NV0315
 NV0315.The geoid height was determined by GEOID03.
 NV0315
 NV0315.The dynamic height is computed by dividing the NAVD 88
 NV0315.geopotential number by the normal gravity value computed on the
 NV0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0315.degrees latitude (g = 980.6199 gals.).
 NV0315
 NV0315.The modeled gravity was interpolated from observed gravity values.
 NV0315
 NV0315;                    North         East    Units  Estimated Accuracy
 NV0315;SPC ID C     -   131,430.      432,410.      MT  (+/- 180 meters Scaled)
 NV0315
 NV0315                          SUPERSEDED SURVEY CONTROL
 NV0315
 NV0315  NAVD 88 (06/15/91) 1020.443  (m)         3347.90   (f) UNKNOWN     1 2
 NV0315  NGVD 29 (??/??/92) 1019.610  (m)         3345.17   (f) ADJ UNCH    1 2
 NV0315
 NV0315.Superseded values are not recommended for survey control.
 NV0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0315.See file dsdata.txt to determine how the superseded data were derived.
 NV0315
 NV0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH775461(NAD 83)
 NV0315_MARKER: DB = BENCH MARK DISK
 NV0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0315_SP_SET: CONCRETE POST
 NV0315_STAMPING: C 88 1959
 NV0315_MARK LOGO: CGS   
 NV0315_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0315+STABILITY: SURFACE MOTION
 NV0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0315+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0315
 NV0315  HISTORY     - Date     Condition        Report By
 NV0315  HISTORY     - 1959     MONUMENTED       CGS
 NV0315  HISTORY     - 19920715 GOOD             NGS
 NV0315
 NV0315                          STATION DESCRIPTION
 NV0315
 NV0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0315'7.3 MI SE FROM BLISS.
 NV0315'0.7 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT BLISS TO THE
 NV0315'JUNCTION OF STATE HIGHWAY 25, THENCE 6.6 MILES SOUTHEAST ALONG STATE
 NV0315'HIGHWAY 25.  0.1 MILE SOUTHEAST OF A CROSS ROAD, 54.0 FEET NORTHEAST
 NV0315'OF THE CENTERLINE OF THE HIGHWAY, 43.0 FEET SOUTHWEST OF THE SOUTHWEST
 NV0315'RAIL OF THE RAILROAD, 70.0 FEET SOUTHWEST OF MILE POLE 65, 2.9 FEET
 NV0315'NORTHEAST OF A FENCE LINE, 3.4 FEET NORTHEAST OF A METAL WITNESS POST
 NV0315'WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 NV0315
 NV0315                          STATION RECOVERY (1992)
 NV0315
 NV0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0315'12.5 KM (7.75 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0315'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, 17.6 M (57.7 FT)
 NV0315'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 NV0315'THE HIGHWAY, 1.6 M (5.2 FT) NORTHEAST OF A FENCE, 0.6 M (2.0 FT)
 NV0315'NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.01 M
 NV0315'(0.03 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0001 ***********************************************************************
 PZ0001  DESIGNATION -  C 89
 PZ0001  PID         -  PZ0001
 PZ0001  STATE/COUNTY-  ID/CLARK
 PZ0001  USGS QUAD   -  CORRAL CREEK (1968)
 PZ0001
 PZ0001                         *CURRENT SURVEY CONTROL
 PZ0001  ___________________________________________________________________
 PZ0001* NAD 83(1986)-  44 30 27.     (N)    112 14 43.     (W)     SCALED    
 PZ0001* NAVD 88     -      2010.066  (meters)    6594.69   (feet)  ADJUSTED  
 PZ0001  ___________________________________________________________________
 PZ0001  GEOID HEIGHT-          -9.93  (meters)                     GEOID03
 PZ0001  DYNAMIC HT  -        2008.913 (meters)    6590.91  (feet)  COMP
 PZ0001  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 PZ0001
 PZ0001  VERT ORDER  -  FIRST     CLASS II
 PZ0001
 PZ0001.The horizontal coordinates were scaled from a topographic map and have
 PZ0001.an estimated accuracy of +/- 6 seconds.
 PZ0001
 PZ0001.The orthometric height was determined by differential leveling
 PZ0001.and adjusted by the National Geodetic Survey in June 1991..
 PZ0001
 PZ0001.The geoid height was determined by GEOID03.
 PZ0001
 PZ0001.The dynamic height is computed by dividing the NAVD 88
 PZ0001.geopotential number by the normal gravity value computed on the
 PZ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0001.degrees latitude (g = 980.6199 gals.).
 PZ0001
 PZ0001.The modeled gravity was interpolated from observed gravity values.
 PZ0001
 PZ0001;                    North         East    Units  Estimated Accuracy
 PZ0001;SPC ID E     -   315,590.      193,750.      MT  (+/- 180 meters Scaled)
 PZ0001
 PZ0001                          SUPERSEDED SURVEY CONTROL
 PZ0001
 PZ0001  NGVD 29 (??/??/92) 2008.731  (m)         6590.31   (f) ADJ UNCH    1 2
 PZ0001
 PZ0001.Superseded values are not recommended for survey control.
 PZ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0001.See file dsdata.txt to determine how the superseded data were derived.
 PZ0001
 PZ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ010289(NAD 83)
 PZ0001_MARKER: DB = BENCH MARK DISK
 PZ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0001_STAMPING: C 89 1959
 PZ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0001+STABILITY: SURFACE MOTION
 PZ0001
 PZ0001  HISTORY     - Date     Condition        Report By
 PZ0001  HISTORY     - 1959     MONUMENTED       CGS
 PZ0001  HISTORY     - 1967     GOOD             NGS
 PZ0001
 PZ0001                          STATION DESCRIPTION
 PZ0001
 PZ0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0001'1.4 MI N FROM HUMPHREY.
 PZ0001'1.4 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0001'HUMPHREY, ALONG THE UNION PACIFIC RAILROAD, 2 POLES NORTHWEST OF
 PZ0001'MILEPOLE 259.50, 29 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 PZ0001'94.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 28 FEET SOUTHEAST OF THE
 PZ0001'SOUTHEAST ONE OF TWO BRACE POST IN THE FENCE LINE, 3.2 FEET NORTHEAST
 PZ0001'OF A FENCE, 5.6 FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 PZ0001'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 PZ0001'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0181 ***********************************************************************
 RA0181  DESIGNATION -  C 9
 RA0181  PID         -  RA0181
 RA0181  STATE/COUNTY-  ID/IDAHO
 RA0181  USGS QUAD   -  POLLOCK (1979)
 RA0181
 RA0181                         *CURRENT SURVEY CONTROL
 RA0181  ___________________________________________________________________
 RA0181* NAD 83(1986)-  45 18 43.     (N)    116 21 37.     (W)     SCALED    
 RA0181* NAVD 88     -       718.143  (meters)    2356.11   (feet)  ADJUSTED  
 RA0181  ___________________________________________________________________
 RA0181  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 RA0181  DYNAMIC HT  -         717.937 (meters)    2355.43  (feet)  COMP
 RA0181  MODELED GRAV-     980,309.2   (mgal)                       NAVD 88
 RA0181
 RA0181  VERT ORDER  -  FIRST     CLASS II
 RA0181
 RA0181.The horizontal coordinates were scaled from a topographic map and have
 RA0181.an estimated accuracy of +/- 6 seconds.
 RA0181
 RA0181.The orthometric height was determined by differential leveling
 RA0181.and adjusted by the National Geodetic Survey in June 1991..
 RA0181.WARNING-Repeat measurements at this control monument indicate possible
 RA0181.vertical movement.
 RA0181
 RA0181.The geoid height was determined by GEOID03.
 RA0181
 RA0181.The dynamic height is computed by dividing the NAVD 88
 RA0181.geopotential number by the normal gravity value computed on the
 RA0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0181.degrees latitude (g = 980.6199 gals.).
 RA0181
 RA0181.The modeled gravity was interpolated from observed gravity values.
 RA0181
 RA0181;                    North         East    Units  Estimated Accuracy
 RA0181;SPC ID W     -   405,150.      752,150.      MT  (+/- 180 meters Scaled)
 RA0181
 RA0181                          SUPERSEDED SURVEY CONTROL
 RA0181
 RA0181.No superseded survey control is available for this station.
 RA0181
 RA0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL501178(NAD 83)
 RA0181_MARKER: DB = BENCH MARK DISK
 RA0181_SETTING: 80 = SET IN A BOULDER
 RA0181_SP_SET: BOULDER
 RA0181_STAMPING: IDAHO COOP C 10 1921 2353
 RA0181_MARK LOGO: USGS  
 RA0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0181+STABILITY: SURFACE MOTION
 RA0181
 RA0181  HISTORY     - Date     Condition        Report By
 RA0181  HISTORY     - 1921     MONUMENTED       USGS
 RA0181  HISTORY     - 1967     GOOD             NGS
 RA0181  HISTORY     - 1982     GOOD             NGS
 RA0181
 RA0181                          STATION DESCRIPTION
 RA0181
 RA0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0181'IN POLLOCK.
 RA0181'AT POLLOCK, 0.15 MILE NORTH OF A BRIDGE OVER LITTLE SALMON RIVER, 400
 RA0181'FEET SOUTH OF THE POLLOCK POST OFFICE AND STORE, 110 FEET NORTH OF THE
 RA0181'JUNCTION OF A GRAVELED ROAD WEST, 25 FEET NORTHWEST OF THE WEST HEAD
 RA0181'WALL OF A SMALL CONCRETE CULVERT, 20 FEET NORTHWEST OF THE NORTH END
 RA0181'OF A WIRE GATE, 10 1/2 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 3
 RA0181'FEET ABOVE THE LEVEL OF THE MACADAM ROAD, CEMENTED IN A DRILL HOLE IN
 RA0181'A 2 BY 3 FOOT BOULDER THAT PROJECTS 2 FEET ON THE EAST SIDE AND 3
 RA0181'INCHES ON THE WEST SIDE.
 RA0181
 RA0181                          STATION RECOVERY (1982)
 RA0181
 RA0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0181'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.12 KM
 RA0181'(0.08 MI) SOUTH ALONG OLD US HIGHWAY 95 FROM THE POST OFFICE IN
 RA0181'POLLOCK, IN TOP OF THE HIGHEST POINT OF A 3-FOOT GRANITE BOULDER
 RA0181'PROJECTING 1.5 FEET AND 4 FEET BELOW THE TOP EDGE OF A SLOPE BETWEEN
 RA0181'THE OLD HIGHWAY AND A LARGE BENCH, 0.5 KM (0.3 MI) NORTH OF THE
 RA0181'Y-JUNCTION OF THE NEW HIGHWAY, 0.24 KM (0.15 MI) NORTH OF THE ONE LANE
 RA0181'STEEL BRIDGE OVER THE LITTLE SALMON RIVER, 11.1 METERS (36.5 FT) WEST
 RA0181'OF THE HIGHWAY CENTERLINE, 34.1 METERS (112 FT) NORTH OF THE CENTER OF
 RA0181'THE JUNCTION OF A DIRT ROAD LEADING NORTH, 28.0 METERS (92 FT) SOUTH
 RA0181'OF A POWER POLE WITH A TRANSFORMER, 7.6 METERS (25 FT) NORTHWEST OF
 RA0181'THE NORTH END OF THE WEST HEADWALL FOR AN 18-INCH CORRUGATED METAL
 RA0181'PIPE CULVERT.
 RA0181'THE MARK IS 4.1 METERS  SW FROM A WITNESS POST.
 RA0181'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0303 ***********************************************************************
 OX0303  DESIGNATION -  C 9
 OX0303  PID         -  OX0303
 OX0303  STATE/COUNTY-  ID/BONNEVILLE
 OX0303  USGS QUAD   -  SWAN VALLEY (1966)
 OX0303
 OX0303                         *CURRENT SURVEY CONTROL
 OX0303  ___________________________________________________________________
 OX0303* NAD 83(1986)-  43 27 05.     (N)    111 20 22.     (W)     SCALED    
 OX0303* NAVD 88     -      1609.133  (meters)    5279.30   (feet)  ADJUSTED  
 OX0303  ___________________________________________________________________
 OX0303  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 OX0303  DYNAMIC HT  -        1608.183 (meters)    5276.18  (feet)  COMP
 OX0303  MODELED GRAV-     979,972.8   (mgal)                       NAVD 88
 OX0303
 OX0303  VERT ORDER  -  FIRST     CLASS II
 OX0303
 OX0303.The horizontal coordinates were scaled from a topographic map and have
 OX0303.an estimated accuracy of +/- 6 seconds.
 OX0303
 OX0303.The orthometric height was determined by differential leveling
 OX0303.and adjusted by the National Geodetic Survey in June 1991..
 OX0303
 OX0303.The geoid height was determined by GEOID03.
 OX0303
 OX0303.The dynamic height is computed by dividing the NAVD 88
 OX0303.geopotential number by the normal gravity value computed on the
 OX0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0303.degrees latitude (g = 980.6199 gals.).
 OX0303
 OX0303.The modeled gravity was interpolated from observed gravity values.
 OX0303
 OX0303;                    North         East    Units  Estimated Accuracy
 OX0303;SPC ID E     -   198,580.      266,950.      MT  (+/- 180 meters Scaled)
 OX0303
 OX0303                          SUPERSEDED SURVEY CONTROL
 OX0303
 OX0303  NGVD 29 (??/??/92) 1607.966  (m)         5275.47   (f) ADJ UNCH    1 2
 OX0303
 OX0303.Superseded values are not recommended for survey control.
 OX0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0303.See file dsdata.txt to determine how the superseded data were derived.
 OX0303
 OX0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP725109(NAD 83)
 OX0303_MARKER: DD = SURVEY DISK
 OX0303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OX0303_SP_SET: PORCH
 OX0303_STAMPING: C 9 1930
 OX0303_MARK LOGO: USGS  
 OX0303_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OX0303+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1995
 OX0303
 OX0303  HISTORY     - Date     Condition        Report By
 OX0303  HISTORY     - 1930     MONUMENTED       USGS
 OX0303  HISTORY     - 1934     GOOD             NGS
 OX0303  HISTORY     - 19950617 GOOD             NGS
 OX0303  HISTORY     - 20010901 MARK NOT FOUND   IDTD
 OX0303
 OX0303                          STATION DESCRIPTION
 OX0303
 OX0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0303'IN SWAN VALLEY.
 OX0303'AT SWAN VALLEY, BONNEVILLE COUNTY, AT THE POST OFFICE, AND IN THE TOP
 OX0303'OF THE SOUTHEAST CORNER OF THE CONCRETE PORCH.  A UNITED STATES
 OX0303'GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 9 1930.  NOTE-- THIS
 OX0303'BUILDING HAS ALSO BEEN REFERRED TO AS SWAN VALLEY COMMISSARY.
 OX0303
 OX0303                          STATION RECOVERY (1995)
 OX0303
 OX0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 OX0303'AT SWAN VALLEY, AT THE SWAN VALLEY COMMISSARY.  SET IN A DRILL HOLE IN
 OX0303'THE SOUTHEAST CORNER OF THE CONCRETE PORCH.  DUE TO ROOF OVERHANG A
 OX0303'STANDARD 3-METER ROD CAN NOT BE USED.
 OX0303
 OX0303                          STATION RECOVERY (2001)
 OX0303
 OX0303'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (RLR)
 OX0303'A NEW STORE HAS BEEN BUILT AT THIS LOCATION.  THE OLD, MENTIONED PORCH
 OX0303'NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0034 ***********************************************************************
 OY0034  DESIGNATION -  C 91
 OY0034  PID         -  OY0034
 OY0034  STATE/COUNTY-  ID/BONNEVILLE
 OY0034  USGS QUAD   -  LEWISVILLE (1979)
 OY0034
 OY0034                         *CURRENT SURVEY CONTROL
 OY0034  ___________________________________________________________________
 OY0034* NAD 83(1986)-  43 37 34.     (N)    112 04 30.     (W)     SCALED    
 OY0034* NAVD 88     -      1451.914  (meters)    4763.49   (feet)  ADJUSTED  
 OY0034  ___________________________________________________________________
 OY0034  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 OY0034  DYNAMIC HT  -        1451.169 (meters)    4761.04  (feet)  COMP
 OY0034  MODELED GRAV-     980,055.4   (mgal)                       NAVD 88
 OY0034
 OY0034  VERT ORDER  -  FIRST     CLASS II
 OY0034
 OY0034.The horizontal coordinates were scaled from a topographic map and have
 OY0034.an estimated accuracy of +/- 6 seconds.
 OY0034
 OY0034.The orthometric height was determined by differential leveling
 OY0034.and adjusted by the National Geodetic Survey in June 1991..
 OY0034
 OY0034.The geoid height was determined by GEOID03.
 OY0034
 OY0034.The dynamic height is computed by dividing the NAVD 88
 OY0034.geopotential number by the normal gravity value computed on the
 OY0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0034.degrees latitude (g = 980.6199 gals.).
 OY0034
 OY0034.The modeled gravity was interpolated from observed gravity values.
 OY0034
 OY0034;                    North         East    Units  Estimated Accuracy
 OY0034;SPC ID E     -   217,660.      207,400.      MT  (+/- 180 meters Scaled)
 OY0034
 OY0034                          SUPERSEDED SURVEY CONTROL
 OY0034
 OY0034  NGVD 29 (08/20/92) 1450.834  (m)         4759.94   (f) ADJUSTED    1 2
 OY0034
 OY0034.Superseded values are not recommended for survey control.
 OY0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0034.See file dsdata.txt to determine how the superseded data were derived.
 OY0034
 OY0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP132309(NAD 83)
 OY0034_MARKER: DB = BENCH MARK DISK
 OY0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0034_SP_SET: CONCRETE POST
 OY0034_STAMPING: C 91 1959
 OY0034_MARK LOGO: CGS   
 OY0034_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0034+STABILITY: SURFACE MOTION
 OY0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0034+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1993
 OY0034
 OY0034  HISTORY     - Date     Condition        Report By
 OY0034  HISTORY     - 1959     MONUMENTED       CGS
 OY0034  HISTORY     - 1967     GOOD             NGS
 OY0034  HISTORY     - 19920625 GOOD             NGS
 OY0034  HISTORY     - 19930507 GOOD             IDDT
 OY0034
 OY0034                          STATION DESCRIPTION
 OY0034
 OY0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0034'7.05 MI S FROM ROBERTS.
 OY0034'7.05 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0034'ROBERTS, AT THE CROSSING OF A GRAVELED ROAD AND JEFFERSON-BONNEVILLE
 OY0034'COUNTY LINE, 61.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.5 FEET
 OY0034'SOUTHWEST OF MILEPOLE 195, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT
 OY0034'3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OY0034'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0034
 OY0034                          STATION RECOVERY (1992)
 OY0034
 OY0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0034'11.6 KM (7.20 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0034'JUNCTION OF STATE HIGHWAY 48 IN ROBERTS, 168.0 M (551.2 FT) NORTH OF
 OY0034'THE CENTER OF 145TH NORTH ROAD, 18.8 M (61.7 FT) WEST OF THE NEAR
 OY0034'RAIL, 16.7 M (54.8 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 1.0 M
 OY0034'(3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.7 M (2.3 FT) EAST OF A
 OY0034'WITNESS POST, 0.6 M (2.0 FT) WEST OF MILEPOST 195, AND THE MONUMENT
 OY0034'PROJECTS 0.01 M (0.03 FT) ABOVE THE GROUND SURFACE.
 OY0034
 OY0034                          STATION RECOVERY (1993)
 OY0034
 OY0034'RECOVERY NOTE BY ID DEPT OF TRANSP 1993 (RR)
 OY0034'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0251 ***********************************************************************
 PY0251  DESIGNATION -  C 92
 PY0251  PID         -  PY0251
 PY0251  STATE/COUNTY-  ID/FREMONT
 PY0251  USGS QUAD   -  TARGHEE PASS (1964)
 PY0251
 PY0251                         *CURRENT SURVEY CONTROL
 PY0251  ___________________________________________________________________
 PY0251* NAD 83(1986)-  44 38 04.     (N)    111 19 38.     (W)     SCALED    
 PY0251* NAVD 88     -      2014.75   (+/-2cm)    6610.1    (feet)  VERTCON   
 PY0251  ___________________________________________________________________
 PY0251  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0251
 PY0251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 PY0251
 PY0251.The horizontal coordinates were scaled from a topographic map and have
 PY0251.an estimated accuracy of +/- 6 seconds.
 PY0251
 PY0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY0251.The vertical order pertains to the NGVD 29 superseded value.
 PY0251
 PY0251.The geoid height was determined by GEOID03.
 PY0251
 PY0251;                    North         East    Units  Estimated Accuracy
 PY0251;SPC ID E     -   330,030.      266,600.      MT  (+/- 180 meters Scaled)
 PY0251
 PY0251                          SUPERSEDED SURVEY CONTROL
 PY0251
 PY0251  NGVD 29 (??/??/92) 2013.526  (m)         6606.04   (f) ADJ UNCH    2 0
 PY0251
 PY0251.Superseded values are not recommended for survey control.
 PY0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0251.See file dsdata.txt to determine how the superseded data were derived.
 PY0251
 PY0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ740423(NAD 83)
 PY0251_MARKER: DB = BENCH MARK DISK
 PY0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0251_STAMPING: C 92 1934
 PY0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0251+STABILITY: SURFACE MOTION
 PY0251
 PY0251  HISTORY     - Date     Condition        Report By
 PY0251  HISTORY     - 1934     MONUMENTED       CGS
 PY0251  HISTORY     - 1964     MARK NOT FOUND   NGS
 PY0251
 PY0251                          STATION DESCRIPTION
 PY0251
 PY0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0251'4.0 MI SE FROM LAKE.
 PY0251'4.0 MILES SOUTHEAST ALONG THE ROAD LEADING TO WEST YELLOWSTONE,
 PY0251'MONTANA, FROM LAKE, AT THE JUNCTION WITH U.S. HIGHWAY 191, 35 YARDS
 PY0251'SOUTHWEST OF THE HIGHWAY, 21 FEET SOUTHEAST OF A ROAD CONNECTING THE
 PY0251'LAKE WEST YELLOWSTONE ROAD WITH THE HIGHWAY AND 57 FEET NORTHEAST OF
 PY0251'THE LAKE WEST YELLOWSTONE ROAD.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0642 ***********************************************************************
 SU0642  DESIGNATION -  C 93
 SU0642  PID         -  SU0642
 SU0642  STATE/COUNTY-  ID/SHOSHONE
 SU0642  USGS QUAD   -  PRICHARD (1996)
 SU0642
 SU0642                         *CURRENT SURVEY CONTROL
 SU0642  ___________________________________________________________________
 SU0642* NAD 83(1986)-  47 40 21.     (N)    115 56 43.     (W)     SCALED    
 SU0642* NAVD 88     -       746.077  (meters)    2447.75   (feet)  ADJUSTED  
 SU0642  ___________________________________________________________________
 SU0642  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 SU0642  DYNAMIC HT  -         746.077 (meters)    2447.75  (feet)  COMP
 SU0642  MODELED GRAV-     980,588.6   (mgal)                       NAVD 88
 SU0642
 SU0642  VERT ORDER  -  SECOND    CLASS 0
 SU0642
 SU0642.The horizontal coordinates were scaled from a topographic map and have
 SU0642.an estimated accuracy of +/- 6 seconds.
 SU0642
 SU0642.The orthometric height was determined by differential leveling
 SU0642.and adjusted by the National Geodetic Survey in June 1991..
 SU0642
 SU0642.The geoid height was determined by GEOID03.
 SU0642
 SU0642.The dynamic height is computed by dividing the NAVD 88
 SU0642.geopotential number by the normal gravity value computed on the
 SU0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0642.degrees latitude (g = 980.6199 gals.).
 SU0642
 SU0642.The modeled gravity was interpolated from observed gravity values.
 SU0642
 SU0642;                    North         East    Units  Estimated Accuracy
 SU0642;SPC ID W     -   667,370.      785,340.      MT  (+/- 180 meters Scaled)
 SU0642
 SU0642                          SUPERSEDED SURVEY CONTROL
 SU0642
 SU0642  NGVD 29 (??/??/92)  744.940  (m)         2444.02   (f) ADJ UNCH    2 0
 SU0642
 SU0642.Superseded values are not recommended for survey control.
 SU0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0642.See file dsdata.txt to determine how the superseded data were derived.
 SU0642
 SU0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN791804(NAD 83)
 SU0642_MARKER: DB = BENCH MARK DISK
 SU0642_SETTING: 66 = SET IN ROCK OUTCROP
 SU0642_SP_SET: OUTCROP
 SU0642_STAMPING: C 93 1958
 SU0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0642+STABILITY: POSITION/ELEVATION WELL
 SU0642
 SU0642  HISTORY     - Date     Condition        Report By
 SU0642  HISTORY     - 1958     MONUMENTED       CGS
 SU0642
 SU0642                          STATION DESCRIPTION
 SU0642
 SU0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0642'1.8 MI N FROM PRICHARD.
 SU0642'1.8 MILES NORTH ALONG A GRAVEL ROAD FROM A CONCRETE BRIDGE OVER
 SU0642'PRICHARD CREEK AT PRICHARD, NEAR THE CROSSING OF A TELEPHONE LINE, SET
 SU0642'VERTICALLY IN THE NORTH FACE OF AN OUTCROP, 38 FEET SOUTH OF THE
 SU0642'CENTER LINE OF THE ROAD, 148 FEET WEST OF THE FIRST TELEPHONE POLE ON
 SU0642'THE SOUTH SIDE OF THE ROAD, AND ABOUT 8 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0072 ***********************************************************************
 SV0072  DESIGNATION -  C 94
 SV0072  PID         -  SV0072
 SV0072  STATE/COUNTY-  ID/KOOTENAI
 SV0072  USGS QUAD   -  BUMBLEBEE PEAK (1985)
 SV0072
 SV0072                         *CURRENT SURVEY CONTROL
 SV0072  ___________________________________________________________________
 SV0072* NAD 83(1986)-  47 44 15.     (N)    116 21 30.     (W)     SCALED    
 SV0072* NAVD 88     -       833.743  (meters)    2735.37   (feet)  ADJUSTED  
 SV0072  ___________________________________________________________________
 SV0072  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 SV0072  DYNAMIC HT  -         833.690 (meters)    2735.20  (feet)  COMP
 SV0072  MODELED GRAV-     980,521.7   (mgal)                       NAVD 88
 SV0072
 SV0072  VERT ORDER  -  SECOND    CLASS 0
 SV0072
 SV0072.The horizontal coordinates were scaled from a topographic map and have
 SV0072.an estimated accuracy of +/- 6 seconds.
 SV0072
 SV0072.The orthometric height was determined by differential leveling
 SV0072.and adjusted by the National Geodetic Survey in June 1991..
 SV0072
 SV0072.The geoid height was determined by GEOID03.
 SV0072
 SV0072.The dynamic height is computed by dividing the NAVD 88
 SV0072.geopotential number by the normal gravity value computed on the
 SV0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0072.degrees latitude (g = 980.6199 gals.).
 SV0072
 SV0072.The modeled gravity was interpolated from observed gravity values.
 SV0072
 SV0072;                    North         East    Units  Estimated Accuracy
 SV0072;SPC ID W     -   674,760.      754,380.      MT  (+/- 180 meters Scaled)
 SV0072
 SV0072                          SUPERSEDED SURVEY CONTROL
 SV0072
 SV0072  NGVD 29 (??/??/92)  832.524  (m)         2731.37   (f) ADJ UNCH    2 0
 SV0072
 SV0072.Superseded values are not recommended for survey control.
 SV0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0072.See file dsdata.txt to determine how the superseded data were derived.
 SV0072
 SV0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN481873(NAD 83)
 SV0072_MARKER: DB = BENCH MARK DISK
 SV0072_SETTING: 66 = SET IN ROCK OUTCROP
 SV0072_SP_SET: OUTCROP
 SV0072_STAMPING: C 94 1958
 SV0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0072+STABILITY: POSITION/ELEVATION WELL
 SV0072
 SV0072  HISTORY     - Date     Condition        Report By
 SV0072  HISTORY     - 1958     MONUMENTED       CGS
 SV0072  HISTORY     - 1971     GOOD             NGS
 SV0072
 SV0072                          STATION DESCRIPTION
 SV0072
 SV0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0072'11.45 MI SW FROM MAGEE RANGER STATION.
 SV0072'5.0 MILES SOUTH ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION, THENCE
 SV0072'6.45 MILES SOUTHWEST ALONG A GRAVEL ROAD, 0.4 MILE SOUTHWEST OF THE T
 SV0072'JUNCTION OF A DIRT ROAD LEADING EAST UP HEMLOCK CREEK, SET VERTICALLY
 SV0072'IN THE SOUTHEAST FACE OF A 5-FOOT TRIANGLE SHAPED SHALE OUTCROP WHICH
 SV0072'PROJECTS 6 1/2 FEET ABOVE THE ROAD, 13 FEET NORTHWEST OF THE CENTER
 SV0072'LINE OF THE ROAD, 190 FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM A
 SV0072'POST SUPPORTING A TRAIL NO 376 HEMLOCK MTN.  SIGN, 1.5 FEET SOUTHWEST
 SV0072'OF A WITNESS POST, AND 2 1/2 FEET HIGHER THAN THE ROAD.
 SV0072
 SV0072                          STATION RECOVERY (1971)
 SV0072
 SV0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 SV0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0492 ***********************************************************************
 SV0492  DESIGNATION -  C 95
 SV0492  PID         -  SV0492
 SV0492  STATE/COUNTY-  ID/KOOTENAI
 SV0492  USGS QUAD   -  WOLF LODGE (1996)
 SV0492
 SV0492                         *CURRENT SURVEY CONTROL
 SV0492  ___________________________________________________________________
 SV0492* NAD 83(1986)-  47 44 09.     (N)    116 36 22.     (W)     SCALED    
 SV0492* NAVD 88     -      1233.953  (meters)    4048.39   (feet)  ADJUSTED  
 SV0492  ___________________________________________________________________
 SV0492  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 SV0492  DYNAMIC HT  -        1233.898 (meters)    4048.21  (feet)  COMP
 SV0492  MODELED GRAV-     980,524.2   (mgal)                       NAVD 88
 SV0492
 SV0492  VERT ORDER  -  SECOND    CLASS 0
 SV0492
 SV0492.The horizontal coordinates were scaled from a topographic map and have
 SV0492.an estimated accuracy of +/- 6 seconds.
 SV0492
 SV0492.The orthometric height was determined by differential leveling
 SV0492.and adjusted by the National Geodetic Survey in June 1991..
 SV0492
 SV0492.The geoid height was determined by GEOID03.
 SV0492
 SV0492.The dynamic height is computed by dividing the NAVD 88
 SV0492.geopotential number by the normal gravity value computed on the
 SV0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0492.degrees latitude (g = 980.6199 gals.).
 SV0492
 SV0492.The modeled gravity was interpolated from observed gravity values.
 SV0492
 SV0492;                    North         East    Units  Estimated Accuracy
 SV0492;SPC ID W     -   674,750.      735,790.      MT  (+/- 180 meters Scaled)
 SV0492
 SV0492                          SUPERSEDED SURVEY CONTROL
 SV0492
 SV0492  NGVD 29 (??/??/92) 1232.757  (m)         4044.47   (f) ADJ UNCH    2 0
 SV0492
 SV0492.Superseded values are not recommended for survey control.
 SV0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0492.See file dsdata.txt to determine how the superseded data were derived.
 SV0492
 SV0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN295870(NAD 83)
 SV0492_MARKER: DB = BENCH MARK DISK
 SV0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0492_STAMPING: C 95 1958
 SV0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0492+STABILITY: SURFACE MOTION
 SV0492
 SV0492  HISTORY     - Date     Condition        Report By
 SV0492  HISTORY     - 1958     MONUMENTED       CGS
 SV0492  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0492
 SV0492                          STATION DESCRIPTION
 SV0492
 SV0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0492'12.85 MI NE FROM COEUR DALENE.
 SV0492'1.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT COEUR
 SV0492'DALENE, THENCE 11.55 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD, AT
 SV0492'A SUMMIT, ON THE OUTSIDE OF A CURVE, 190 FEET WEST OF THE CENTER OF
 SV0492'THE Y JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST TO U.S. HIGHWAY 10,
 SV0492'55 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 78 FEET
 SV0492'NORTHWEST OF THE CENTER LINE OF THE ROAD SOUTHWEST, 30 FEET EAST OF
 SV0492'THE CENTER LINE OF A TRACK ROAD, 6 1/2 FEET NORTH OF THE NORTH ONE OF
 SV0492'A GROUP OF PINE TREES, 1.8 FEET NORTHEAST OF A WITNESS POST, LEVEL
 SV0492'WITH THE MAIN ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SV0492'0.4 FOOT ABOVE THE GROUND.
 SV0492
 SV0492                          STATION RECOVERY (1976)
 SV0492
 SV0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0006 ***********************************************************************
 SV0006  DESIGNATION -  C 96
 SV0006  PID         -  SV0006
 SV0006  STATE/COUNTY-  ID/BONNER
 SV0006  USGS QUAD   -  FASET PEAK (1996)
 SV0006
 SV0006                         *CURRENT SURVEY CONTROL
 SV0006  ___________________________________________________________________
 SV0006* NAD 83(1986)-  47 58 52.     (N)    116 19 26.     (W)     SCALED    
 SV0006* NAVD 88     -      1407.020  (meters)    4616.20   (feet)  ADJUSTED  
 SV0006  ___________________________________________________________________
 SV0006  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 SV0006  DYNAMIC HT  -        1406.873 (meters)    4615.72  (feet)  COMP
 SV0006  MODELED GRAV-     980,458.1   (mgal)                       NAVD 88
 SV0006
 SV0006  VERT ORDER  -  SECOND    CLASS 0
 SV0006
 SV0006.The horizontal coordinates were scaled from a topographic map and have
 SV0006.an estimated accuracy of +/- 6 seconds.
 SV0006
 SV0006.The orthometric height was determined by differential leveling
 SV0006.and adjusted by the National Geodetic Survey in June 1991..
 SV0006
 SV0006.The geoid height was determined by GEOID03.
 SV0006
 SV0006.The dynamic height is computed by dividing the NAVD 88
 SV0006.geopotential number by the normal gravity value computed on the
 SV0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0006.degrees latitude (g = 980.6199 gals.).
 SV0006
 SV0006.The modeled gravity was interpolated from observed gravity values.
 SV0006
 SV0006;                    North         East    Units  Estimated Accuracy
 SV0006;SPC ID W     -   701,830.      757,160.      MT  (+/- 180 meters Scaled)
 SV0006
 SV0006                          SUPERSEDED SURVEY CONTROL
 SV0006
 SV0006  NGVD 29 (??/??/92) 1405.736  (m)         4611.99   (f) ADJ UNCH    2 0
 SV0006
 SV0006.Superseded values are not recommended for survey control.
 SV0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0006.See file dsdata.txt to determine how the superseded data were derived.
 SV0006
 SV0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP504144(NAD 83)
 SV0006_MARKER: DB = BENCH MARK DISK
 SV0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0006_STAMPING: C 96 1958
 SV0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0006+STABILITY: SURFACE MOTION
 SV0006
 SV0006  HISTORY     - Date     Condition        Report By
 SV0006  HISTORY     - 1958     MONUMENTED       CGS
 SV0006
 SV0006                          STATION DESCRIPTION
 SV0006
 SV0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0006'21.45 MI NW FROM MAGEE RANGER STATION.
 SV0006'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0006'THENCE 6.65 MILES NORTH ALONG A DIRT ROAD, THENCE 10.7 MILES WEST
 SV0006'ALONG A DIRT ROAD, 0.13 MILE NORTHWEST OF THE BONNER-SHOSHONE COUNTY
 SV0006'LINE, ON THE OUTSIDE OF A HORSESHOE CURVE, 25 FEET NORTH OF THE CENTER
 SV0006'LINE OF THE ROAD, 52 FEET NORTHWEST AND ACROSS THE ROAD FROM A
 SV0006'TELEPHONE POLE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 SV0006'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 SV0006'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0097 ***********************************************************************
 NU0097  DESIGNATION -  C 97 RESET
 NU0097  PID         -  NU0097
 NU0097  STATE/COUNTY-  ID/BANNOCK
 NU0097  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0097
 NU0097                         *CURRENT SURVEY CONTROL
 NU0097  ___________________________________________________________________
 NU0097* NAD 83(1986)-  42 54 02.     (N)    112 26 09.     (W)     SCALED    
 NU0097* NAVD 88     -      1411.41   (meters)    4630.6    (feet)  RESET     
 NU0097  ___________________________________________________________________
 NU0097  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 NU0097
 NU0097  VERT ORDER  -  THIRD
 NU0097
 NU0097.The horizontal coordinates were scaled from a topographic map and have
 NU0097.an estimated accuracy of +/- 6 seconds.
 NU0097
 NU0097.The orthometric height was computed from unverified reset data.
 NU0097.No vertical observational check was made to the station.
 NU0097
 NU0097.The geoid height was determined by GEOID03.
 NU0097
 NU0097;                    North         East    Units  Estimated Accuracy
 NU0097;SPC ID E     -   137,090.      178,020.      MT  (+/- 180 meters Scaled)
 NU0097
 NU0097                          SUPERSEDED SURVEY CONTROL
 NU0097
 NU0097  NGVD 29 (??/??/??) 1410.35   (m)         4627.1    (f) RESET       3  
 NU0097
 NU0097.Superseded values are not recommended for survey control.
 NU0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0097.See file dsdata.txt to determine how the superseded data were derived.
 NU0097
 NU0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN827507(NAD 83)
 NU0097_MARKER: DD = SURVEY DISK
 NU0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0097_STAMPING: C 97 RESET 1962
 NU0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0097+STABILITY: SURFACE MOTION
 NU0097
 NU0097  HISTORY     - Date     Condition        Report By
 NU0097  HISTORY     - 1962     MONUMENTED       IDDT
 NU0097  HISTORY     - 1972     MARK NOT FOUND   USGS
 NU0097
 NU0097                          STATION DESCRIPTION
 NU0097
 NU0097'DESCRIBED BY ID DEPT OF TRANSP 1962
 NU0097'2.7 MI SE FROM CHUBBUCK.
 NU0097'0.65 MILE EAST ON CHUBBUCK ROAD FROM THE POST OFFICE AT CHUBBUCK TO
 NU0097'HILINE ROAD, THENCE 1.55 MILES SOUTH ON HILINE ROAD TO EL RANCHO
 NU0097'BLVD., THENCE 0.5 MILE EASTERLY ON EL RANCHO BLVD., 53 PACES EAST OF
 NU0097'EL RANCHO BLVD., 4.3 FEET SOUTH OF A POWER POLE, 2.2 FEET NORTH OF A
 NU0097'METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST
 NU0097'PROJECTING 3 INCHES.  NOTE-- THIS MARK IS LOCATED 118 FEET NORTH OF
 NU0097'OLD LOCATION, BY CORNER OF CHAIN LINK FENCE.
 NU0097
 NU0097                          STATION RECOVERY (1972)
 NU0097
 NU0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NU0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0843 ***********************************************************************
 NU0843  DESIGNATION -  C 98
 NU0843  PID         -  NU0843
 NU0843  STATE/COUNTY-  ID/POWER
 NU0843  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU0843
 NU0843                         *CURRENT SURVEY CONTROL
 NU0843  ___________________________________________________________________
 NU0843* NAD 83(1986)-  42 36 36.     (N)    113 09 41.     (W)     SCALED    
 NU0843* NAVD 88     -      1352.433  (meters)    4437.11   (feet)  ADJUSTED  
 NU0843  ___________________________________________________________________
 NU0843  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 NU0843  DYNAMIC HT  -        1351.661 (meters)    4434.57  (feet)  COMP
 NU0843  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 NU0843
 NU0843  VERT ORDER  -  SECOND    CLASS 0
 NU0843
 NU0843.The horizontal coordinates were scaled from a topographic map and have
 NU0843.an estimated accuracy of +/- 6 seconds.
 NU0843
 NU0843.The orthometric height was determined by differential leveling
 NU0843.and adjusted by the National Geodetic Survey in June 1991..
 NU0843
 NU0843.The geoid height was determined by GEOID03.
 NU0843
 NU0843.The dynamic height is computed by dividing the NAVD 88
 NU0843.geopotential number by the normal gravity value computed on the
 NU0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0843.degrees latitude (g = 980.6199 gals.).
 NU0843
 NU0843.The modeled gravity was interpolated from observed gravity values.
 NU0843
 NU0843;                    North         East    Units  Estimated Accuracy
 NU0843;SPC ID E     -   105,260.      118,380.      MT  (+/- 180 meters Scaled)
 NU0843
 NU0843                          SUPERSEDED SURVEY CONTROL
 NU0843
 NU0843  NGVD 29 (??/??/92) 1351.448  (m)         4433.88   (f) ADJ UNCH    2 0
 NU0843
 NU0843.Superseded values are not recommended for survey control.
 NU0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0843.See file dsdata.txt to determine how the superseded data were derived.
 NU0843
 NU0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN227197(NAD 83)
 NU0843_MARKER: DB = BENCH MARK DISK
 NU0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0843_STAMPING: C 98 1960
 NU0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0843+STABILITY: SURFACE MOTION
 NU0843
 NU0843  HISTORY     - Date     Condition        Report By
 NU0843  HISTORY     - 1960     MONUMENTED       CGS
 NU0843  HISTORY     - 1980     GOOD             USGS
 NU0843  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0843
 NU0843                          STATION DESCRIPTION
 NU0843
 NU0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0843'4.5 MI E FROM RAFT RIVER.
 NU0843'4.55 MILES EASTWARD ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0843'FROM THE RAFT RIVER BRIDGE, 0.75 MILE EASTWARD FROM THE CASSIA-POWER
 NU0843'COUNTY LINE, 97 FEET NORTH FROM THE PRESENT CENTER LINE OF THE
 NU0843'HIGHWAY, 2 FEET SOUTHWEST FROM A METAL WITNESS POST WITH SIGN, 1.3
 NU0843'FEET SOUTH OF THE RIGHT OF WAY FENCE, SET IN THE TOP OF A CYLINDRICAL
 NU0843'CONCRETE POST OF 12-INCHES DIAMETER AND PROJECTING 5-INCHES.
 NU0843
 NU0843                          STATION RECOVERY (1980)
 NU0843
 NU0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NU0843'RECOVERED IN GOOD CONDITION.
 NU0843
 NU0843                          STATION RECOVERY (1983)
 NU0843
 NU0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0843'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1462 ***********************************************************************
 OH1462  DESIGNATION -  C B I
 OH1462  PID         -  OH1462
 OH1462  STATE/COUNTY-  ID/OWYHEE
 OH1462  USGS QUAD   -  JUMP CREEK CANYON (1989)
 OH1462
 OH1462                         *CURRENT SURVEY CONTROL
 OH1462  ___________________________________________________________________
 OH1462* NAD 83(1992)-  43 23 26.41895(N)    116 58 03.59902(W)     ADJUSTED  
 OH1462* NAVD 88     -      1479.3    (meters)    4853.     (feet)  VERTCON   
 OH1462  ___________________________________________________________________
 OH1462  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 OH1462  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 OH1462
 OH1462  HORZ ORDER  -  THIRD
 OH1462
 OH1462.The horizontal coordinates were established by classical geodetic methods
 OH1462.and adjusted by the National Geodetic Survey in July 1992..
 OH1462
 OH1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1462
 OH1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1462
 OH1462.The geoid height was determined by GEOID03.
 OH1462
 OH1462;                    North         East     Units Scale Factor Converg.
 OH1462;SPC ID W     -   192,216.088   701,347.820   MT  1.00005301   -0 50 11.6
 OH1462;UTM  11      - 4,804,200.244   502,618.700   MT  0.99960008   +0 01 20.0
 OH1462
 OH1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1462!SPC ID W     -   0.99977076  x   1.00005301  =   0.99982375
 OH1462!UTM  11      -   0.99977076  x   0.99960008  =   0.99937093
 OH1462
 OH1462                          SUPERSEDED SURVEY CONTROL
 OH1462
 OH1462  NAD 83(1991)-  43 23 26.41898(N)    116 58 03.59599(W) AD(       ) 3
 OH1462  NGVD 29 (11/04/91) 1478.3    (m)         4850.     (f) VERT ANG       
 OH1462
 OH1462.Superseded values are not recommended for survey control.
 OH1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1462.See file dsdata.txt to determine how the superseded data were derived.
 OH1462
 OH1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0261904200(NAD 83)
 OH1462_MARKER: DD = SURVEY DISK
 OH1462_SETTING: 66 = SET IN ROCK OUTCROP
 OH1462_SP_SET: SET IN ROCK OUTCROP
 OH1462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH1462+STABILITY: POSITION/ELEVATION WELL
 OH1462
 OH1462  HISTORY     - Date     Condition        Report By
 OH1462  HISTORY     - 1956     MONUMENTED       USGS
 OH1462
 OH1462                          STATION DESCRIPTION
 OH1462
 OH1462'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OH1462'LOCATED ABOUT 12.5 MI. S. AND 9.4 MI. W. OF MARSING, OVERLOOKING
 OH1462'HEADWATERS OF JUMP CREEK, 1 MI. SE. OF STOCK POND, 0.8 MI. W. OF OLD
 OH1462'JORDAN VALLEY RD., ON TOP OF RIDGE EXTENDING N-S. (ROCK BREAK ON E.
 OH1462'SIDE), 225 FT. S. OF ROCK OUTCROP EXTENDING ABOUT 4 FT. ABOVE GROUND
 OH1462'LEVEL, NEAR S. END TO TOP AND 50 FT. W. OF STEEP, ROCKY SLOPE FALLING
 OH1462'E.
 OH1462'
 OH1462'TO REACH FROM MARSING, DRIVE W. ON STATE HIGHWAY 72 FOR 2 MI. TO U.S.
 OH1462'HIGHWAY 95, TURN S. 18.3 MI. TO RD. FORKS.  THIS FORK IS 0.8 MI. S.
 OH1462'OF MILEPOST NO. 3, TAKE RIGHT FORK (W.) ON DIRT RO. 0.5 MI. TO RD.
 OH1462'FORKS 200 FT. SE. OF DAM, TAKE RIGHT FORK 1.6 MI. TO RD. FORKS, TAKE
 OH1462'LEFT FORK 0.7 MI. TO RD. FORKS, TAKE LEFT FORK 0.4 MI. TO RD. FORKS,
 OH1462'TAKE RIGHT FORK 0.7 MI. TO RD. FORKS, TAKE RIGHT FORK 0.1 MI. TO RD
 OH1462'FORKS. TAKE DIM TRACK RD. 0.1 MI. TO RD. FORKS.  TAKE LEFT FORK 0.7 MI
 OH1462'TO CREST OF RIDGE, FOLLOW RIDGE 1 MI. TO W. SLOPE OF HILL, DRIVE S. ON
 OH1462'W. SLOPE OF HILL TO STATION.
 OH1462'
 OH1462'STATION MARK--STANDARD TABLET STAMPED---C B I 1956---, CEMENTED IN
 OH1462'LOW OUTCROP.
 OH1462'
 OH1462'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---,
 OH1462'1 1956---, CEMENTED IN SOLID ROCK, 49.18 FT. FROM STATION MARK
 OH1462'83 DEGREES 16 MINUTES SW.
 OH1462'
 OH1462'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---,
 OH1462'2 1956---, 110.31 FT. FROM STATION MARK 09 DEGREES 14
 OH1462'MINUTES 11 SECONDS SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0592 ***********************************************************************
 SV0592  DESIGNATION -  C LINE
 SV0592  PID         -  SV0592
 SV0592  STATE/COUNTY-  ID/KOOTENAI
 SV0592  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0592
 SV0592                         *CURRENT SURVEY CONTROL
 SV0592  ___________________________________________________________________
 SV0592* NAD 83(1986)-  47 42 17.     (N)    116 50 51.     (W)     SCALED    
 SV0592* NAVD 88     -       661.697  (meters)    2170.92   (feet)  ADJUSTED  
 SV0592  ___________________________________________________________________
 SV0592  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 SV0592  DYNAMIC HT  -         661.719 (meters)    2170.99  (feet)  COMP
 SV0592  MODELED GRAV-     980,625.2   (mgal)                       NAVD 88
 SV0592
 SV0592  VERT ORDER  -  SECOND    CLASS 0
 SV0592
 SV0592.The horizontal coordinates were scaled from a topographic map and have
 SV0592.an estimated accuracy of +/- 6 seconds.
 SV0592
 SV0592.The orthometric height was determined by differential leveling
 SV0592.and adjusted by the National Geodetic Survey in June 1991..
 SV0592
 SV0592.The geoid height was determined by GEOID03.
 SV0592
 SV0592.The dynamic height is computed by dividing the NAVD 88
 SV0592.geopotential number by the normal gravity value computed on the
 SV0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0592.degrees latitude (g = 980.6199 gals.).
 SV0592
 SV0592.The modeled gravity was interpolated from observed gravity values.
 SV0592
 SV0592;                    North         East    Units  Estimated Accuracy
 SV0592;SPC ID W     -   671,520.      717,640.      MT  (+/- 180 meters Scaled)
 SV0592
 SV0592                          SUPERSEDED SURVEY CONTROL
 SV0592
 SV0592  NGVD 29 (??/??/92)  660.532  (m)         2167.10   (f) ADJ UNCH    2 0
 SV0592
 SV0592.Superseded values are not recommended for survey control.
 SV0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0592.See file dsdata.txt to determine how the superseded data were derived.
 SV0592
 SV0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN114834(NAD 83)
 SV0592_MARKER: DD = SURVEY DISK
 SV0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0592_STAMPING: P.T. E.Q. C LINE 492+3688K 492+202 A H. 75
 SV0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0592+STABILITY: SURFACE MOTION
 SV0592
 SV0592  HISTORY     - Date     Condition        Report By
 SV0592  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0592  HISTORY     - 1952     GOOD             NGS
 SV0592
 SV0592                          STATION DESCRIPTION
 SV0592
 SV0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0592'3.6 MI NW FROM COEUR DALENE.
 SV0592'3.6 MILES NORTHWEST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE
 SV0592'AT COEUR DALENE, 0.2 MILE NORTH OF THE CHICAGO, MINNEAPOLIS AND ST
 SV0592'PAUL RAILROAD, ON THE SOUTH SLOPE OF A HILL, 72.5 FEET NORTHWEST OF
 SV0592'THE NORTH END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 61.0 FEET
 SV0592'NORTH OF THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE, 1.4 FEET
 SV0592'SOUTH OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND SET
 SV0592'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0623 ***********************************************************************
 QZ0623  DESIGNATION -  CABIN
 QZ0623  PID         -  QZ0623
 QZ0623  STATE/COUNTY-  ID/IDAHO
 QZ0623  USGS QUAD   -  DEVILS TEETH RAPIDS (1978)
 QZ0623
 QZ0623                         *CURRENT SURVEY CONTROL
 QZ0623  ___________________________________________________________________
 QZ0623* NAD 83(1992)-  45 23 49.72590(N)    114 56 47.05486(W)     ADJUSTED  
 QZ0623* NAVD 88     -      1983.9    (meters)    6509.     (feet)  VERTCON   
 QZ0623  ___________________________________________________________________
 QZ0623  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 QZ0623  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 QZ0623
 QZ0623  HORZ ORDER  -  SECOND
 QZ0623
 QZ0623.The horizontal coordinates were established by classical geodetic methods
 QZ0623.and adjusted by the National Geodetic Survey in July 1992..
 QZ0623
 QZ0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0623
 QZ0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0623
 QZ0623.The geoid height was determined by GEOID03.
 QZ0623
 QZ0623;                    North         East     Units Scale Factor Converg.
 QZ0623;SPC ID W     -   414,754.464   862,917.530   MT  0.99998199   +0 34 19.8
 QZ0623;SPC ID C     -   414,881.873   425,900.271   MT  1.00001485   -0 40 25.9
 QZ0623;UTM  11      - 5,029,121.154   660,732.305   MT  0.99991765   +1 27 44.8
 QZ0623
 QZ0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0623!SPC ID W     -   0.99969132  x   0.99998199  =   0.99967331
 QZ0623!SPC ID C     -   0.99969132  x   1.00001485  =   0.99970616
 QZ0623!UTM  11      -   0.99969132  x   0.99991765  =   0.99960899
 QZ0623
 QZ0623|---------------------------------------------------------------------|
 QZ0623| PID    Reference Object                     Distance      Geod. Az  |
 QZ0623|                                                           dddmmss.s |
 QZ0623| CH6576 CABIN RM 1                            7.257 METERS 07307     |
 QZ0623| CH6575 CABIN AZ MK                                        1915105.6 |
 QZ0623| CH6577 CABIN RM 2                            9.502 METERS 21303     |
 QZ0623|---------------------------------------------------------------------|
 QZ0623
 QZ0623                          SUPERSEDED SURVEY CONTROL
 QZ0623
 QZ0623  NAD 83(1986)-  45 23 49.72796(N)    114 56 47.04863(W) AD(       ) 2
 QZ0623  NAD 27      -  45 23 50.03700(N)    114 56 43.67300(W) AD(       ) 2
 QZ0623  NGVD 29 (07/19/86) 1982.5    (m)         6504.     (f) VERT ANG       
 QZ0623
 QZ0623.Superseded values are not recommended for survey control.
 QZ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0623.See file dsdata.txt to determine how the superseded data were derived.
 QZ0623
 QZ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL6073229121(NAD 83)
 QZ0623_MARKER: Z = SEE DESCRIPTION
 QZ0623_SETTING: 0 = UNSPECIFIED SETTING
 QZ0623
 QZ0623  HISTORY     - Date     Condition        Report By
 QZ0623  HISTORY     - 1945     MONUMENTED       CGS
 QZ0623
 QZ0623                          STATION DESCRIPTION
 QZ0623
 QZ0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0623'THE STATION IS IN THE IDAHO NATIONAL FOREST, 7-1/4 MILES N OF THE
 QZ0623'COLD MEADOW RANGER STATION, 4 MILES SW OF LANTZ BAR AND
 QZ0623'ABOUT 1 MILE NE OF THE GRASS MOUNTAIN LOOKOUT HOUSE, AND ON THE
 QZ0623'SUMMIT OF WHAT IS KNOWN AS CABIN MOUNTAIN.  IT IS 10.568 METERS
 QZ0623'W OF THE CENTER OF AN INCOMPLETE LOG CABIN AND IS SET IN A
 QZ0623'BOULDER WHICH PROJECTS ABOUT 2 INCHES.
 QZ0623'
 QZ0623'STATION MARK IS A BRONZE STATION DISK IN A BOULDER AND IS
 QZ0623'STAMPED CABIN 1945.
 QZ0623'
 QZ0623'REFERENCE MARK 1 IS NE OF THE STATION AND 14 FEET NW OF THE
 QZ0623'NW CORNER OF THE LOG FRAME.  IT IS A BRONZE REFERENCE DISK
 QZ0623'IN A SMALL BOULDER WHICH PROJECTS 6 INCHES AND IS STAMPED CABIN
 QZ0623'NO 1 1945.
 QZ0623'
 QZ0623'REFERENCE MARK 2 IS S OF THE STATION AND 40 FEET SW OF THE SW
 QZ0623'CORNER OF THE LOG FRAME.  IT IS A BRONZE REFERENCE DISK IN A
 QZ0623'SMALL BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QZ0623'IS STAMPED CABIN NO 2 1945.
 QZ0623'
 QZ0623'THE AZIMUTH MARK IS ABOUT 1 MILE S OF THE STATION, 75 YARDS
 QZ0623'WNW OF THE GRASS MOUNTAIN LOOKOUT HOUSE, AND IN A 2- BY 2-FOOT
 QZ0623'BOULDER WHICH PROJECTS ABOUT 6 INCHES.  IT IS A BRONZE AZIMUTH
 QZ0623'DISK AND IS STAMPED CABIN 1945.
 QZ0623'
 QZ0623'TO REACH THE STATION FROM THE COLD MEADOW RANGER STATION, GO
 QZ0623'N ON THE TRAIL AS PER SIGNS GRASS MTN. LOOKOUT FOR ABOUT 10
 QZ0623'MILES TO A BARN ON THE SUMMIT OF GRASS MOUNTAIN.  HERE TURN N,
 QZ0623'GO ABOUT 150 YARDS AND PASS THROUGH A POLE GATE.  TAKE A LEFT
 QZ0623'FORK AND GO ABOUT 1/2 MILE TO ANOTHER FORKS.  TAKE THE RIGHT
 QZ0623'FORK AND GO ABOUT 100 YARDS.  THEN TURN LEFT OFF THE TRAIL AND
 QZ0623'CLIMB TO THE SUMMIT OF THE SMALL HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1721 ***********************************************************************
 NU1721  DESIGNATION -  CACHE
 NU1721  PID         -  NU1721
 NU1721  STATE/COUNTY-  ID/CASSIA
 NU1721  USGS QUAD   -  CACHE PEAK (1968)
 NU1721
 NU1721                         *CURRENT SURVEY CONTROL
 NU1721  ___________________________________________________________________
 NU1721* NAD 83(1994)-  42 11 08.12064(N)    113 39 39.94846(W)     ADJUSTED  
 NU1721* NAVD 88     -      3152.5    (meters)   10343.     (feet)  VERTCON   
 NU1721  ___________________________________________________________________
 NU1721  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 NU1721  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NU1721
 NU1721  HORZ ORDER  -  FIRST
 NU1721
 NU1721.The horizontal coordinates were established by classical geodetic methods
 NU1721.and adjusted by the National Geodetic Survey in November 1997..
 NU1721
 NU1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1721
 NU1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1721
 NU1721.The geoid height was determined by GEOID03.
 NU1721
 NU1721;                    North         East     Units Scale Factor Converg.
 NU1721;SPC ID C     -    57,690.238   527,995.196   MT  0.99995701   +0 13 39.3
 NU1721;UTM  12      - 4,673,810.563   280,247.948   MT  1.00019423   -1 47 15.8
 NU1721
 NU1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1721!SPC ID C     -   0.99950808  x   0.99995701  =   0.99946511
 NU1721!UTM  12      -   0.99950808  x   1.00019423  =   0.99970221
 NU1721
 NU1721:                Primary Azimuth Mark                     Grid Az
 NU1721:SPC ID C     -  CACHE AZ MK                              031 05 29.7
 NU1721:UTM  12      -  CACHE AZ MK                              033 06 24.8
 NU1721
 NU1721|---------------------------------------------------------------------|
 NU1721| PID    Reference Object                     Distance      Geod. Az  |
 NU1721|                                                           dddmmss.s |
 NU1721| CM5261 CACHE AZ MK                                        0311909.0 |
 NU1721| CM5262 CACHE RM 1                            8.757 METERS 27936     |
 NU1721| CM5263 CACHE RM 2                            8.370 METERS 34450     |
 NU1721|---------------------------------------------------------------------|
 NU1721
 NU1721                          SUPERSEDED SURVEY CONTROL
 NU1721
 NU1721  NAD 83(1992)-  42 11 08.11865(N)    113 39 39.94784(W) AD(       ) 1
 NU1721  NAD 83(1986)-  42 11 08.11725(N)    113 39 39.94627(W) AD(       ) 1
 NU1721  NAD 27      -  42 11 08.43000(N)    113 39 36.91100(W) AD(       ) 1
 NU1721  NGVD 29 (07/19/86) 3151.2    (m)        10339.     (f) VERT ANG       
 NU1721
 NU1721.Superseded values are not recommended for survey control.
 NU1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1721.See file dsdata.txt to determine how the superseded data were derived.
 NU1721
 NU1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM8024873811(NAD 83)
 NU1721_MARKER: B = BOLT
 NU1721_SETTING: 66 = SET IN ROCK OUTCROP
 NU1721_SP_SET: SET IN ROCK OUTCROP
 NU1721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1721+STABILITY: POSITION/ELEVATION WELL
 NU1721
 NU1721  HISTORY     - Date     Condition        Report By
 NU1721  HISTORY     - 1897     MONUMENTED       CGS
 NU1721  HISTORY     - 1915     GOOD             CGS
 NU1721  HISTORY     - 1947     GOOD             CGS
 NU1721  HISTORY     - 1968     GOOD             USGS
 NU1721
 NU1721                          STATION DESCRIPTION
 NU1721
 NU1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 NU1721'STATION IS ON INDEPENDENCE PEAK, ABOUT 12 MILES SW OF ELBA,
 NU1721'IT IS BEST REACHED BY PACK ANIMALS FROM ELBA BY GOING UP THE
 NU1721'CANYON PAST THE UPPERMOST LAKE.  THE STATION IS MARKED BY
 NU1721'A COPPER BOLT EMBEDDED IN THE ROCK.  FOUR REFERENCE MARKS
 NU1721'CONSISTING OF HOLES DRILLED IN THE ROCK 3 FEET FROM THE
 NU1721'CENTER MARK ARE APPROXIMATELY N, S, E, AND W OF THE STATION.
 NU1721
 NU1721                          STATION RECOVERY (1947)
 NU1721
 NU1721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NU1721'THIS STATION WAS RECOVERED AS DESCRIBED.  AN AZIMUTH MARK
 NU1721'AND TWO REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE NEW
 NU1721'DESCRIPTION FOLLOWS.
 NU1721'
 NU1721'STATION IS LOCATED ON INDEPENDENCE PEAK, ABOUT 12 MILES SOUTHWEST
 NU1721'OF ELBA AND ABOUT 12 MILES SOUTHEAST OF OAKLEY, ON THE HIGHEST
 NU1721'PEAK IN THE VICINITY.  THE STATION MARK IS A COPPER BOLT IMBEDDED
 NU1721'IN OUTCROPPING BEDROCK.
 NU1721'
 NU1721'REFERENCE MARK NO. 1 IS 28.81 FEET WEST OF THE STATION.  IT
 NU1721'IS A STANDARD BRONZE DISK IMBEDDED IN BEDROCK.  THE DISK IS
 NU1721'STAMPED CACHE NO 1 1947.
 NU1721'
 NU1721'REFERENCE MARK NO. 2 IS 27.58 FEET NORTH-NORTHWEST OF THE
 NU1721'STATION.  IT IS A STANDARD BRONZE DISK SET IN OUTCROPPING
 NU1721'BEDROCK.
 NU1721'
 NU1721'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTHEAST OF THE STATION.
 NU1721'IT IS A STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK.
 NU1721'
 NU1721'TO REACH THE STATION FROM THE POST OFFICE IN OAKLEY, GO EAST
 NU1721'ON PAVED ROAD FOR 1.0 MILE TO FORKS, TURN RIGHT AND GO SOUTHEAST
 NU1721'FOR 3.0 MILES ON GRAVEL ROAD TO A T ROAD ON LEFT, TURN LEFT
 NU1721'AND CONTINUE FOR 2.7 MILES TO FORKS, TURN RIGHT AND FOLLOW
 NU1721'A WINDING TRACK ROAD IN A GENERAL EASTERLY DIRECTION FOR 5.5
 NU1721'MILES TO A SALT LICK ON LEFT.  HERE TURN A SHARP LEFT AND FOLLOW
 NU1721'DIM TRACKS ALONG TOP OF RIDGE AND ALONG TWO SADDLES FOR 3.8
 NU1721'MILES TO AN ALMOST VERTICAL OUTCROPPING OF ROCK.  THIS IS THE
 NU1721'END OF TRUCK TRAVEL.  FROM HERE PACK NORTHEAST ALONG A WELL
 NU1721'DEFINED CATTLE TRAIL FOR 1 HOUR TO A SPRING IN A PINE
 NU1721'THICKET.  CONTINUE UP THE SOUTHWESTERN SLOPE OF THE MOUNTAIN
 NU1721'TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 NU1721'
 NU1721'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG
 NU1721'THE EDGE OF THE PEAK FOR 0.15 MILE TO THE AZIMUTH MARK MARKED BY
 NU1721'A SMALL ROCK CAIRN.
 NU1721
 NU1721                          STATION RECOVERY (1968)
 NU1721
 NU1721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1721'THE STATION WAS FOUND AS DESCRIBED.
 NU1721'
 NU1721'ALL MARKS ARE IN GOOD CONDITION (STATION MARK IS A COPPER BOLT).
 NU1721'
 NU1721'REACHED BY HELICOPTER IN 1968.  THE PRESENT DESCRIPTION IS
 NU1721'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0675 ***********************************************************************
 NT0675  DESIGNATION -  CACHE
 NT0675  PID         -  NT0675
 NT0675  STATE/COUNTY-  ID/BEAR LAKE
 NT0675  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0675
 NT0675                         *CURRENT SURVEY CONTROL
 NT0675  ___________________________________________________________________
 NT0675* NAD 83(1999)-  42 22 06.26364(N)    111 32 56.90883(W)     ADJUSTED  
 NT0675* NAVD 88     -      2164.90   (+/-2cm)    7102.7    (feet)  VERTCON   
 NT0675  ___________________________________________________________________
 NT0675  X           -  -1,734,059.308 (meters)                     COMP
 NT0675  Y           -  -4,391,117.776 (meters)                     COMP
 NT0675  Z           -   4,277,376.532 (meters)                     COMP
 NT0675  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 NT0675  ELLIP HEIGHT-        2152.23  (meters)          (07/10/02) GPS OBS
 NT0675  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NT0675
 NT0675  HORZ ORDER  -  FIRST
 NT0675  VERT ORDER  -  THIRD ? (See Below)
 NT0675  ELLP ORDER  -  FIFTH     CLASS I
 NT0675
 NT0675.The horizontal coordinates were established by GPS observations
 NT0675.and adjusted by the National Geodetic Survey in July 2002..
 NT0675.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NT0675.DATUM ITEM on the data sheet items page.
 NT0675
 NT0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0675.The vertical order pertains to the NGVD 29 superseded value.
 NT0675
 NT0675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NT0675
 NT0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0675
 NT0675.The ellipsoidal height was determined by GPS observations
 NT0675.and is referenced to NAD 83.
 NT0675
 NT0675.The geoid height was determined by GEOID03.
 NT0675
 NT0675;                    North         East     Units Scale Factor Converg.
 NT0675;SPC ID E     -    78,125.411   250,863.690   MT  0.99997919   +0 24 58.2
 NT0675;UTM  12      - 4,690,827.323   454,784.621   MT  0.99962515   -0 22 12.3
 NT0675
 NT0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0675!SPC ID E     -   0.99966257  x   0.99997919  =   0.99964177
 NT0675!UTM  12      -   0.99966257  x   0.99962515  =   0.99928785
 NT0675
 NT0675                          SUPERSEDED SURVEY CONTROL
 NT0675
 NT0675  NAD 83(1992)-  42 22 06.26383(N)    111 32 56.90698(W) AD(       ) 1
 NT0675  ELLIP H (07/28/92) 2152.30   (m)                       GP(       ) 5 1
 NT0675  NAD 83(1992)-  42 22 06.25728(N)    111 32 56.89214(W) AD(       ) 1
 NT0675  NGVD 29 (05/15/92) 2163.63   (m)         7098.5    (f) LEVELING    3  
 NT0675
 NT0675.Superseded values are not recommended for survey control.
 NT0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0675.See file dsdata.txt to determine how the superseded data were derived.
 NT0675
 NT0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM5478590827(NAD 83)
 NT0675_MARKER: DH = HORIZONTAL CONTROL DISK
 NT0675_SETTING: 80 = SET IN A BOULDER
 NT0675_SP_SET: IN DRILL HOLE IN A BOULDER
 NT0675_STAMPING: CACHE 1990
 NT0675_MARK LOGO: NGS   
 NT0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0675+STABILITY: SURFACE MOTION
 NT0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0675+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NT0675
 NT0675  HISTORY     - Date     Condition        Report By
 NT0675  HISTORY     - 1990     MONUMENTED       NGS
 NT0675
 NT0675                          STATION DESCRIPTION
 NT0675
 NT0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NT0675'STATION IS LOCATED ABOUT 15.5 KM (9.63 MI) EAST-NORTHEAST OF OVID, IN
 NT0675'THE CACHE NATIONAL FOREST, ALONG STATE HIGHWAY 36, ON A TWO-TIER ROCK
 NT0675'CUT ON INSIDE OF HIGHWAY CURVE, 0.38 KM (0.24 MI) SOUTHEAST OF THE
 NT0675'ENTRANCE TO EMIGRATION CAMPGROUND, IN THE NORTHEAST 1/4 OF SECTION
 NT0675'21, T 12 S, R 42 E.  OWNERSHIP--US GOVERNMENT.
 NT0675'TO REACH FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT
 NT0675'THE OLD OVID SCHOOL IN OVID, GO WEST ON HIGHWAY 36 FOR 6.0 KM
 NT0675'(3.73 MI) TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD
 NT0675'FOR 7.40 KM (4.60 MI) TO THE ENTRANCE TO THE CACHE NATIONAL FOREST.
 NT0675'CONTINUE AHEAD FOR 3.74 KM (2.32 MI) TO A TURNOUT AND DIRT ROAD LEFT
 NT0675', AND STATION ON THE RIGHT. NOTE--BEST PACKED FROM THE EAST SIDE OF
 NT0675'THE CUT FOR ABOUT 50 M (164.04 FT) TO THE STATION.
 NT0675'MARK IS SET IN THE TOP OF A 0.5 M (1.64 FT) BY 0.7 M (2.30 FT)
 NT0675'TRIANGULAR-SHAPED BOULDER PROJECTING 15 CM.  IT IS ABOUT 25 M
 NT0675'(82.02 FT) NORTH OF, AND 15 M (49.21 FT) HIGHER THAN THE HIGHWAY
 NT0675'CENTER, 1.5 M (4.92 FT) NORTH OF THE BANK EDGE, 1.0 M (3.28 FT)
 NT0675'NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST, AND ABOUT 8 M
 NT0675'(26.25 FT) EAST OF THE WEST END OF THE TIER.
 NT0675'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0681 ***********************************************************************
 NT0681  DESIGNATION -  CACHE AZ MK
 NT0681  PID         -  NT0681
 NT0681  STATE/COUNTY-  ID/BEAR LAKE
 NT0681  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0681
 NT0681                         *CURRENT SURVEY CONTROL
 NT0681  ___________________________________________________________________
 NT0681* NAD 83(1992)-  42 22 03.13257(N)    111 33 17.14232(W)     ADJUSTED  
 NT0681* NAVD 88     -      2121.04   (+/-2cm)    6958.8    (feet)  VERTCON   
 NT0681  ___________________________________________________________________
 NT0681  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 NT0681  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NT0681
 NT0681  HORZ ORDER  -  SECOND
 NT0681  VERT ORDER  -  THIRD ? (See Below)
 NT0681
 NT0681.The horizontal coordinates were established by classical geodetic methods
 NT0681.and adjusted by the National Geodetic Survey in July 1992..
 NT0681.No horizontal observational check was made to the station.
 NT0681
 NT0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0681.The vertical order pertains to the NGVD 29 superseded value.
 NT0681
 NT0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0681
 NT0681.The geoid height was determined by GEOID03.
 NT0681
 NT0681;                    North         East     Units Scale Factor Converg.
 NT0681;SPC ID E     -    78,025.458   250,401.447   MT  0.99997861   +0 24 44.5
 NT0681;UTM  12      - 4,690,733.754   454,321.214   MT  0.99962567   -0 22 25.9
 NT0681
 NT0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0681!SPC ID E     -   0.99966946  x   0.99997861  =   0.99964808
 NT0681!UTM  12      -   0.99966946  x   0.99962567  =   0.99929526
 NT0681
 NT0681                          SUPERSEDED SURVEY CONTROL
 NT0681
 NT0681  NAD 83(1992)-  42 22 03.12602(N)    111 33 17.12747(W) AD(       ) 2
 NT0681  NGVD 29 (05/15/92) 2119.77   (m)         6954.6    (f) LEVELING    3  
 NT0681
 NT0681.Superseded values are not recommended for survey control.
 NT0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0681.See file dsdata.txt to determine how the superseded data were derived.
 NT0681
 NT0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM5432190734(NAD 83)
 NT0681_MARKER: DZ = AZIMUTH MARK DISK
 NT0681_SETTING: 0 = UNSPECIFIED SETTING
 NT0681_STAMPING: CACHE 1990
 NT0681_MARK LOGO: NGS   
 NT0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0681+STABILITY: SURFACE MOTION
 NT0681
 NT0681  HISTORY     - Date     Condition        Report By
 NT0681  HISTORY     - 1990     MONUMENTED       NGS
 NT0681  HISTORY     - 19900621 GOOD             NGS
 NT0681
 NT0681                          STATION DESCRIPTION
 NT0681
 NT0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0681'STATION IS LOCATED ABOUT 15 KM (9.30 MI) EAST NORTHEAST OF OVID IN THE
 NT0681'CACHE NATIONAL FOREST ALONG STATE HIGHWAY 36 IN A CREEK GULLY
 NT0681'ALONGSIDE THE HIGHWAY 0.88 KM (0.55 MI) SOUTHEAST OF THE ENTRANCE TO
 NT0681'EMIGRATION CAMPGROUND IN THE NORTHWEST 1/4 OF SECTION 22 T 12 S R 42
 NT0681'E.  OWNERSHIP  US GOVERNMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY
 NT0681'89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID GO WEST ON
 NT0681'HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE RIGHT IN
 NT0681'LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO THE ENTRANCE TO THE
 NT0681'CACHE NATIONAL FOREST. CONTINUE AHEAD FOR 3.45 KM (2.15 MI) TO THE
 NT0681'MARK ON THE LEFT. NOTE  NO PLACE TO PARK ON STATION SIDE OF HIGHWAY
 NT0681'WILL HAVE TO STRADDLE DITCH TO CLEAR PAVEMENT. MARK IS SET IN THE TOP
 NT0681'OF A 1.2 M (3.9 FT) TRIANGULAR SHAPED BOULDER PROJECTING 0.3 M (1.0
 NT0681'FT) AT ITS HIGHEST POINT.  IT IS 17.9 M (58.7 FT) (SLOPE) SOUTH OF AND
 NT0681'5 M (16.4 FT) LOWER THAN THE HIGHWAY CENTER 3.5 M (11.5 FT) SOUTH OF A
 NT0681'SMALL CREEK 0.9 M (3.0 FT) WEST OF A FIBERGLASS WITNESS POST AND 0.6 M
 NT0681'(2.0 FT) NORTHEAST OF HIGH POINT OF BOULDER. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0799 ***********************************************************************
 OY0799  DESIGNATION -  CAIRN
 OY0799  PID         -  OY0799
 OY0799  STATE/COUNTY-  ID/BONNEVILLE
 OY0799  USGS QUAD   -  SHATTUCK BUTTE (1979)
 OY0799
 OY0799                         *CURRENT SURVEY CONTROL
 OY0799  ___________________________________________________________________
 OY0799* NAD 83(1992)-  43 31 41.04646(N)    112 12 10.36780(W)     ADJUSTED  
 OY0799* NAVD 88     -      1524.5    (meters)    5002.     (feet)  VERTCON   
 OY0799  ___________________________________________________________________
 OY0799  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 OY0799  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 OY0799
 OY0799  HORZ ORDER  -  THIRD
 OY0799
 OY0799.The horizontal coordinates were established by classical geodetic methods
 OY0799.and adjusted by the National Geodetic Survey in July 1992..
 OY0799
 OY0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0799
 OY0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0799
 OY0799.The geoid height was determined by GEOID03.
 OY0799
 OY0799;                    North         East     Units Scale Factor Converg.
 OY0799;SPC ID E     -   206,763.396   197,072.702   MT  0.99994747   -0 01 29.8
 OY0799;UTM  12      - 4,820,161.384   402,798.660   MT  0.99971622   -0 49 42.6
 OY0799
 OY0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0799!SPC ID E     -   0.99976285  x   0.99994747  =   0.99971034
 OY0799!UTM  12      -   0.99976285  x   0.99971622  =   0.99947914
 OY0799
 OY0799:                Primary Azimuth Mark                     Grid Az
 OY0799:SPC ID E     -  CRACK                                    239 55 21.6
 OY0799:UTM  12      -  CRACK                                    240 43 34.4
 OY0799
 OY0799|---------------------------------------------------------------------|
 OY0799| PID    Reference Object                     Distance      Geod. Az  |
 OY0799|                                                           dddmmss.s |
 OY0799| OY0864 CRACK                               APPROX. 7.0 KM 2395351.8 |
 OY0799|---------------------------------------------------------------------|
 OY0799
 OY0799                          SUPERSEDED SURVEY CONTROL
 OY0799
 OY0799  NAD 83(1986)-  43 31 41.03914(N)    112 12 10.35499(W) AD(       ) 3
 OY0799  NAD 27      -  43 31 41.35073(N)    112 12 07.44437(W) AD(       ) 3
 OY0799  NGVD 29 (07/19/86) 1523.4    (m)         4998.     (f) VERT ANG       
 OY0799
 OY0799.Superseded values are not recommended for survey control.
 OY0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0799.See file dsdata.txt to determine how the superseded data were derived.
 OY0799
 OY0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0279920161(NAD 83)
 OY0799_MARKER: DD = SURVEY DISK
 OY0799_SETTING: 66 = SET IN ROCK OUTCROP
 OY0799_SP_SET: SET IN ROCK OUTCROP
 OY0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0799+STABILITY: POSITION/ELEVATION WELL
 OY0799
 OY0799  HISTORY     - Date     Condition        Report By
 OY0799  HISTORY     - 1947     MONUMENTED       USGS
 OY0799
 OY0799                          STATION DESCRIPTION
 OY0799
 OY0799'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OY0799'LOCATED ABOUT 8.0 MI. (AIRLINE DISTANCES) W. OF IDAHO FALLS ON SMALL
 OY0799'VOLCANIC LAVA RIDGE CONTAINING TWO CAIRNS, 18 FT. W. OF LARGER CAIRN
 OY0799'AND 16.0 FT. NE. OF SMALL CAIRN.
 OY0799'
 OY0799'TO REACH FROM SNAKE RIVER BRIDGE ON HIGHWAY NO. 91 AT IDAHO FALLS,
 OY0799'DRIVE W. ON HARD SURFACED RD. FOR 5.0 MI. TO END OF HARD SURFACE AT
 OY0799'SMALL BRIDGE OVER IRRIGATION CANAL, CONTINUE W. ON GRAVEL RD. FOR 1.1
 OY0799'MI. TO T-RD. INTERSECTION, TURN RIGHT (N.) AND GO 0.4 MI. TO TRAIL
 OY0799'RD. LEADING W. ACROSS DESERT, TURN LEFT (W.) AND FOLLOW MAIN-TRAVELED
 OY0799'TRAIL RD. W. FOR 2.2 MI. TO TRAIL RD. LEADING N., TURN RIGHT (N.),
 OY0799'FOLLOW TRAIL RD. N. FOR 0.8 MI. TO DIM RD. FORKS, TAKE RIGHT FORK AND
 OY0799'FOLLOW DIM TRAIL E. FOR 0.3 MI.  STATION IS ABOUT 0.3 MI. NNE. OF
 OY0799'THIS POINT ON SMALL HILL CONTAINING TWO CAIRNS AND CAN BE REACHED BY
 OY0799'TRUCK.
 OY0799'
 OY0799'STATION MARK--STANDARD TABLET STAMPED---CAIRN 1947---, CEMENTED IN
 OY0799'LAVA ROCK.
 OY0799'
 OY0799'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OY0799'---NO 1---, CEMENTED IN LARGE LAVA BOULDER, 68.9 FT. FROM STATION
 OY0799'MARK, N 57 DEG 32 MIN W.
 OY0799'
 OY0799'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OY0799'---NO 2---, CEMENTED IN LARGE LAVA BOULDER, 87.0 FT. FROM STATION
 OY0799'MARK, N 36 DEG 43 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0953 ***********************************************************************
 NV0953  DESIGNATION -  CAIRN
 NV0953  PID         -  NV0953
 NV0953  STATE/COUNTY-  ID/LINCOLN
 NV0953  USGS QUAD   -  TUNUPA (1992)
 NV0953
 NV0953                         *CURRENT SURVEY CONTROL
 NV0953  ___________________________________________________________________
 NV0953* NAD 83(1992)-  42 54 10.15297(N)    114 34 19.96464(W)     ADJUSTED  
 NV0953* NAVD 88     -      1159.6    (meters)    3804.     (feet)  VERTCON   
 NV0953  ___________________________________________________________________
 NV0953  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 NV0953  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 NV0953
 NV0953  HORZ ORDER  -  THIRD
 NV0953
 NV0953.The horizontal coordinates were established by classical geodetic methods
 NV0953.and adjusted by the National Geodetic Survey in July 1992..
 NV0953
 NV0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0953
 NV0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0953
 NV0953.The geoid height was determined by GEOID03.
 NV0953
 NV0953;                    North         East     Units Scale Factor Converg.
 NV0953;SPC ID C     -   137,462.111   453,270.183   MT  0.99997422   -0 23 22.4
 NV0953;UTM  11      - 4,752,882.754   698,200.976   MT  1.00008330   +1 39 11.8
 NV0953
 NV0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0953!SPC ID C     -   0.99982050  x   0.99997422  =   0.99979473
 NV0953!UTM  11      -   0.99982050  x   1.00008330  =   0.99990379
 NV0953
 NV0953:                Primary Azimuth Mark                     Grid Az
 NV0953:SPC ID C     -  LINCOLN                                  123 31 05.2
 NV0953:UTM  11      -  LINCOLN                                  121 28 31.0
 NV0953
 NV0953|---------------------------------------------------------------------|
 NV0953| PID    Reference Object                     Distance      Geod. Az  |
 NV0953|                                                           dddmmss.s |
 NV0953| NV0972 LINCOLN                             APPROX. 9.5 KM 1230742.8 |
 NV0953| NV0960 GOODING TANK 1                      APPROX.12.3 KM 2901932.9 |
 NV0953| NV0961 GOODING TANK 2                      APPROX.11.5 KM 2915228.8 |
 NV0953|---------------------------------------------------------------------|
 NV0953
 NV0953                          SUPERSEDED SURVEY CONTROL
 NV0953
 NV0953  NAD 83(1986)-  42 54 10.15123(N)    114 34 19.96225(W) AD(       ) 3
 NV0953  NGVD 29 (01/23/89) 1158.8    (m)         3802.     (f) VERT ANG       
 NV0953
 NV0953.Superseded values are not recommended for survey control.
 NV0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0953.See file dsdata.txt to determine how the superseded data were derived.
 NV0953
 NV0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9820152883(NAD 83)
 NV0953_MARKER: DS = TRIANGULATION STATION DISK
 NV0953_SETTING: 0 = UNSPECIFIED SETTING
 NV0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0953
 NV0953  HISTORY     - Date     Condition        Report By
 NV0953  HISTORY     - 1947     MONUMENTED       USGS
 NV0953
 NV0953                          STATION DESCRIPTION
 NV0953
 NV0953'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NV0953'LOCATED ABOUT 9 MI. (AIRLINE) WSW. OF SHOSHONE, 8 MI. ESE. OF GOODING,
 NV0953'2.5 MI. S. OF U.S. HIGHWAY 20, ON A LOW SAGE-COVERED RIDGE, ON A ROCK
 NV0953'OUTCROP ON THE N. SIDE OF A U-SHAPED TOP.
 NV0953'
 NV0953'TO REACH FROM THE GOODING POST OFFICE, DRIVE E. ON THIRD AVENUE 0.55
 NV0953'MI. TO INTERSECTION WITH U.S. HIGHWAY 20, THENCE E. TOWARD SHOSHONE
 NV0953'5.55 MI. TO LINCOLN COUNTY LINE, CONTINUE E. 0.35 MI. TO A DIM RD. TO
 NV0953'RIGHT, TURN RIGHT (S.) AND DRIVE 0.2 MI. TO A RD. FORK, TAKE RIGHT
 NV0953'FORK AND DRIVE 2.1 MI. TO RD. FORKS, TAKE LEFT FORK 1.8 MI. TO RD.
 NV0953'FORKS, TAKE RIGHT FORK 0.2 MI. TO A SADDLE AND END OF TRUCK TRAVEL,
 NV0953'WALK SW. TO TOP OF RIDGE, THENCE W. ALONG TOP OF RIDGE TO ROCK
 NV0953'OUTCROP AND STATION.  ABOUT A 5 MINUTE PACK.
 NV0953'
 NV0953'STATION MARK--STANDARD TABLET STAMPED---CAIRN 1947---, CEMENTED IN
 NV0953'ROCK OUTCROP.
 NV0953'
 NV0953'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NV0953'---NO 1---, CEMENTED IN ROCK OUTCROP, 38.29 FT. FROM STATION MARK IN
 NV0953'BEARING S 59 DEG. 09 MIN. W.
 NV0953'
 NV0953'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NV0953'---NO 2---, CEMENTED IN ROCK OUTCROP, 23.74 FT. FROM STATION MARK IN
 NV0953'BEARING N 25 DEG. 22 MIN. W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1203 ***********************************************************************
 QB1203  DESIGNATION -  CAIRN 2 MILES N OF STA IRON
 QB1203  PID         -  QB1203
 QB1203  STATE/COUNTY-  ID/WASHINGTON
 QB1203  USGS QUAD   -  MONROE BUTTE (1987)
 QB1203
 QB1203                         *CURRENT SURVEY CONTROL
 QB1203  ___________________________________________________________________
 QB1203* NAD 83(1992)-  44 34 51.93998(N)    117 01 35.87970(W)     ADJUSTED  
 QB1203* NAVD 88     -                                                        
 QB1203  ___________________________________________________________________
 QB1203  LAPLACE CORR-          10.48  (seconds)                    DEFLEC99
 QB1203  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 QB1203
 QB1203  HORZ ORDER  -  THIRD
 QB1203
 QB1203.The horizontal coordinates were established by classical geodetic methods
 QB1203.and adjusted by the National Geodetic Survey in July 1992..
 QB1203
 QB1203
 QB1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1203
 QB1203.The geoid height was determined by GEOID03.
 QB1203
 QB1203;                    North         East     Units Scale Factor Converg.
 QB1203;SPC ID W     -   324,550.124   698,617.375   MT  1.00005969   -0 53 46.2
 QB1203;SPC OR N     -   107,541.910 2,775,752.526   MT  0.99994682   +2 27 47.7
 QB1203;SPC OR N     -   352,827.79  9,106,799.63   iFT  0.99994682   +2 27 47.7
 QB1203;UTM  11      - 4,936,417.361   497,885.653   MT  0.99960005   -0 01 07.3
 QB1203
 QB1203                          SUPERSEDED SURVEY CONTROL
 QB1203
 QB1203  NAD 83(1991)-  44 34 51.94066(N)    117 01 35.87989(W) AD(       ) 4
 QB1203  NAD 83(1986)-  44 34 51.94315(N)    117 01 35.88252(W) AD(       ) 4
 QB1203  NAD 27      -  44 34 52.36002(N)    117 01 32.25942(W) AD(       ) 3
 QB1203
 QB1203.Superseded values are not recommended for survey control.
 QB1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1203.See file dsdata.txt to determine how the superseded data were derived.
 QB1203
 QB1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9788636417(NAD 83)
 QB1203_MARKER: 72 = CAIRN
 QB1203
 QB1203  HISTORY     - Date     Condition        Report By
 QB1203  HISTORY     - 1945     FIRST OBSERVED   CGS
 QB1203  HISTORY     - 1982     GOOD             LOCENG
 QB1203
 QB1203                          STATION DESCRIPTION
 QB1203
 QB1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 QB1203'THE STATION IS A CAIRN LOCATED ON A HIGH RIDGE ABOUT 23 MILES
 QB1203'N OF WEISER, 5 MILES E OF THE SNAKE RIVER, AND 2 MILES N ALONG
 QB1203'THE HIGHER ELEVATIONS FROM THE PEAK OF IRON MOUNTAIN WHICH IS
 QB1203'THE MOST PROMINENT POINT IN THE VICINITY.  THE STATION IS ON
 QB1203'THE SUMMIT THAT LIES AT THE HEAD OF MIDDLE FORK DENNETT CREEK
 QB1203'TO THE W, AT THE HEAD OF STURGILL CREEK TO THE N, AND AT THE
 QB1203'HEAD OF FOURTH OF JULY CREEK TO THE S AND E.  THE STATION
 QB1203'ELEVATION AS GIVEN BY THE U.S. GEOLOGICAL SURVEY IS 6,383
 QB1203'FEET.
 QB1203'
 QB1203'STATION WAS NOT VISITED.
 QB1203'
 QB1203'INTERSECTED FROM STATIONS IRON 1915 AND DALY.
 QB1203
 QB1203                          STATION RECOVERY (1982)
 QB1203
 QB1203'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 QB1203'(ROCK CAIRN) STATION RECOVERED GOOD.
 QB1203'
 QB1203'THE CAIRN IS BEEHIVE SHAPED WITH A SMALL POLE IN THE CENTER.  IT
 QB1203'IS 5 FT. DIA. AT THE BASE AND 4 FT. HIGH.  THE 1945 DESCRIPTION IS
 QB1203'ADEQUATE EXCEPT THAT THE STATION ELEVATION AS GIVEN BY THE U. S.
 QB1203'GEOLOGICAL SURVEY ON THE MINERAL QUADRANGLE IS 6358.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0854 ***********************************************************************
 OZ0854  DESIGNATION -  CAIRN CE
 OZ0854  PID         -  OZ0854
 OZ0854  STATE/COUNTY-  ID/ELMORE
 OZ0854  USGS QUAD   -  CRATER RINGS (1992)
 OZ0854
 OZ0854                         *CURRENT SURVEY CONTROL
 OZ0854  ___________________________________________________________________
 OZ0854* NAD 83(1992)-  43 09 38.08756(N)    115 50 22.32759(W)     ADJUSTED  
 OZ0854* NAVD 88     -       999.7    (meters)    3280.     (feet)  VERTCON   
 OZ0854  ___________________________________________________________________
 OZ0854  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 OZ0854  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 OZ0854
 OZ0854  HORZ ORDER  -  THIRD
 OZ0854
 OZ0854.The horizontal coordinates were established by classical geodetic methods
 OZ0854.and adjusted by the National Geodetic Survey in July 1992..
 OZ0854
 OZ0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0854
 OZ0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0854
 OZ0854.The geoid height was determined by GEOID03.
 OZ0854
 OZ0854;                    North         East     Units Scale Factor Converg.
 OZ0854;SPC ID W     -   165,938.692   792,718.720   MT  0.99993399   -0 03 40.5
 OZ0854;UTM  11      - 4,779,300.747   594,341.288   MT  0.99970949   +0 47 37.9
 OZ0854
 OZ0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0854!SPC ID W     -   0.99984577  x   0.99993399  =   0.99977977
 OZ0854!UTM  11      -   0.99984577  x   0.99970949  =   0.99955530
 OZ0854
 OZ0854:                Primary Azimuth Mark                     Grid Az
 OZ0854:SPC ID W     -  CRATER                                   340 20 46.2
 OZ0854:UTM  11      -  CRATER                                   339 29 27.8
 OZ0854
 OZ0854|---------------------------------------------------------------------|
 OZ0854| PID    Reference Object                     Distance      Geod. Az  |
 OZ0854|                                                           dddmmss.s |
 OZ0854| OZ1048 CRATER                              APPROX. 3.0 KM 3401705.7 |
 OZ0854|---------------------------------------------------------------------|
 OZ0854
 OZ0854                          SUPERSEDED SURVEY CONTROL
 OZ0854
 OZ0854  NAD 83(1986)-  43 09 38.08822(N)    115 50 22.32304(W) AD(       ) 3
 OZ0854  NGVD 29 (01/23/89)  998.8    (m)         3277.     (f) VERT ANG       
 OZ0854
 OZ0854.Superseded values are not recommended for survey control.
 OZ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0854.See file dsdata.txt to determine how the superseded data were derived.
 OZ0854
 OZ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9434179301(NAD 83)
 OZ0854_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ0854_SETTING: 0 = UNSPECIFIED SETTING
 OZ0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0854
 OZ0854  HISTORY     - Date     Condition        Report By
 OZ0854  HISTORY     - UNK      MONUMENTED
 OZ0854  HISTORY     - 1955     GOOD             USGS
 OZ0854
 OZ0854                          STATION DESCRIPTION
 OZ0854
 OZ0854'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OZ0854'STATION IS LOCATED ABOUT 10 MI. WESTERLY FROM MOUNTAIN HOME, IDAHO,
 OZ0854'ON PROMINENT BUTTE.
 OZ0854'
 OZ0854'TO REACH FROM POST OFFICE AT MOUNTAIN HOME, GO WESTERLY ALONG U.S.
 OZ0854'HIGHWAY 30 FOR 9.1 MI. TO TRACK RD. (SOUTHERLY).  THIS RD. IS 0.5 MI.
 OZ0854'WESTERLY FROM THE CRATER SERVICE STATION, TURN LEFT (SOUTHERLY ALONG
 OZ0854'TRACK RD.) CROSSING UNION PACIFIC RAILROAD TRACKS, FROM RAILROAD TRACK
 OZ0854'CONTINUE SOUTHERLY ALONG TRACK RD. (CROSSING FIRE BREAK ALONG S. SIDE
 OZ0854'OF TRACK) 0.1 MI. TO FORK, TURN LEFT ON LEFT FORK ALONG TRACK RD. 2.9
 OZ0854'MI. TO POWER LINE, CONTINUE SOUTHERLY ALONG TRACK RD. 0.2 MI. TO FORK,
 OZ0854'TURN RIGHT ALONG TRACK RD. 0.8 MI. TO FORK, TURN LEFT ALONG TRACK RD.
 OZ0854'0.2 MI. TO WATERHOLE, CONTINUE SOUTHERLY ALONG TRACK RD. 0.4 MI., FROM
 OZ0854'THIS POINT STATION IS LOCATED ABOUT 1000 FT. NW. ON HIGHEST POINT OF
 OZ0854'SMALL BUTTE.
 OZ0854'
 OZ0854'A CONCRETE MONUMENT WITH A STANDARD CORPS OF ENGINEERS BRONZE MARKER
 OZ0854'CEMENTED IN TOP, STAMPED---CAIRN 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0376 ***********************************************************************
 NW0376  DESIGNATION -  CAIRN D
 NW0376  PID         -  NW0376
 NW0376  STATE/COUNTY-  ID/OWYHEE
 NW0376  USGS QUAD   -  PIUTE BASIN EAST (1973)
 NW0376
 NW0376                         *CURRENT SURVEY CONTROL
 NW0376  ___________________________________________________________________
 NW0376* NAD 83(1992)-  42 12 22.60849(N)    116 33 37.97226(W)     ADJUSTED  
 NW0376* NAVD 88     -      1607.     (meters)    5272.     (feet)  SCALED    
 NW0376  ___________________________________________________________________
 NW0376  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 NW0376  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 NW0376
 NW0376  HORZ ORDER  -  SECOND
 NW0376
 NW0376.The horizontal coordinates were established by classical geodetic methods
 NW0376.and adjusted by the National Geodetic Survey in July 1992..
 NW0376
 NW0376.The orthometric height was scaled from a topographic map.
 NW0376
 NW0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0376
 NW0376.The geoid height was determined by GEOID03.
 NW0376
 NW0376;                    North         East     Units Scale Factor Converg.
 NW0376;SPC ID W     -    60,250.049   733,067.058   MT  0.99998844   -0 32 40.4
 NW0376;UTM  11      - 4,672,773.146   536,276.638   MT  0.99961619   +0 17 42.8
 NW0376
 NW0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0376!SPC ID W     -   0.99975070  x   0.99998844  =   0.99973914
 NW0376!UTM  11      -   0.99975070  x   0.99961619  =   0.99936699
 NW0376
 NW0376                          SUPERSEDED SURVEY CONTROL
 NW0376
 NW0376  NAD 83(1991)-  42 12 22.60956(N)    116 33 37.97166(W) AD(       ) 2
 NW0376  NAD 83(1986)-  42 12 22.61011(N)    116 33 37.97166(W) AD(       ) 2
 NW0376  NAD 27      -  42 12 22.99300(N)    116 33 34.54700(W) AD(       ) 2
 NW0376
 NW0376.Superseded values are not recommended for survey control.
 NW0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0376.See file dsdata.txt to determine how the superseded data were derived.
 NW0376
 NW0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG3627772773(NAD 83)
 NW0376
 NW0376  HISTORY     - Date     Condition        Report By
 NW0376  HISTORY     - 1956     MONUMENTED       CGS
 NW0376
 NW0376                          STATION DESCRIPTION
 NW0376
 NW0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0376'THE STATION IS LOCATED ON THE NORTHWEST EDGE OF A FLAT-TOPPED
 NW0376'BUTTE THAT IS LOCALLY KNOWN AS COYOTE RIM.  IT IS 30 MILES,
 NW0376'AIR LINE, NORTHWEST OF OWYHEE, NEVADA, 26 MILES, AIR LINE,
 NW0376'NORTHEAST OF THE JUNCTION OF THE OREGON, IDAHO AND NEVADA STATE
 NW0376'LINES, 14 MILES, AIR LINE, NORTH OF THE IDAHO-NEVADA STATE
 NW0376'LINE, AND 1-1/4 MILES, AIR LINE, SOUTH OF THE SOUTH FORK OF
 NW0376'THE OWYHEE RIVER.
 NW0376'
 NW0376'THE STATION IS A CAIRN ABOUT 5 FEET HIGH AND 4 FEET IN DIAMETER
 NW0376'AT THE BASE.  IT SETS ON THE EDGE OF THE RIMROCK.
 NW0376'
 NW0376'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NW0376'COYOTE RIM.  THE DISTANCE IS 12.3 FEET OF 3.75 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0370 ***********************************************************************
 NW0370  DESIGNATION -  CAIRN F
 NW0370  PID         -  NW0370
 NW0370  STATE/COUNTY-  ID/OWYHEE
 NW0370  USGS QUAD   -  ROSS LAKE (1971)
 NW0370
 NW0370                         *CURRENT SURVEY CONTROL
 NW0370  ___________________________________________________________________
 NW0370* NAD 83(1992)-  42 12 14.32795(N)    116 18 33.69063(W)     ADJUSTED  
 NW0370* NAVD 88     -      1767.     (meters)    5797.     (feet)  SCALED    
 NW0370  ___________________________________________________________________
 NW0370  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 NW0370  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 NW0370
 NW0370  HORZ ORDER  -  SECOND
 NW0370
 NW0370.The horizontal coordinates were established by classical geodetic methods
 NW0370.and adjusted by the National Geodetic Survey in July 1992..
 NW0370
 NW0370.The orthometric height was scaled from a topographic map.
 NW0370
 NW0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0370
 NW0370.The geoid height was determined by GEOID03.
 NW0370
 NW0370;                    North         East     Units Scale Factor Converg.
 NW0370;SPC ID W     -    59,827.974   753,808.028   MT  0.99995958   -0 22 32.8
 NW0370;UTM  11      - 4,672,655.136   557,014.390   MT  0.99964000   +0 27 50.3
 NW0370
 NW0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0370!SPC ID W     -   0.99972555  x   0.99995958  =   0.99968515
 NW0370!UTM  11      -   0.99972555  x   0.99964000  =   0.99936565
 NW0370
 NW0370                          SUPERSEDED SURVEY CONTROL
 NW0370
 NW0370  NAD 83(1986)-  42 12 14.32878(N)    116 18 33.69002(W) AD(       ) 2
 NW0370  NAD 27      -  42 12 14.70200(N)    116 18 30.29300(W) AD(       ) 2
 NW0370
 NW0370.Superseded values are not recommended for survey control.
 NW0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0370.See file dsdata.txt to determine how the superseded data were derived.
 NW0370
 NW0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG5701472655(NAD 83)
 NW0370
 NW0370  HISTORY     - Date     Condition        Report By
 NW0370  HISTORY     - 1956     MONUMENTED       CGS
 NW0370
 NW0370                          STATION DESCRIPTION
 NW0370
 NW0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0370'THE STATION IS LOCATED 10 MILES WEST-NORTHWEST OF RIDDLE, IDAHO,
 NW0370'AND 22 MILES NORTHWEST OF OWYHEE, NEVADA.  ON A PROMINENT
 NW0370'STRE BOULDER-STREWN HILL ALONG THE MAIN RIDGE WEST OF DUCK VALLEY.
 NW0370'IT IS THE SECOND NOTICABLE ELEVATION WEST OF THE RIM AND IS
 NW0370'ABOUT 0.25 MILES WEST OF THE WESTERN SIDE OF A DRY LAKE.
 NW0370'
 NW0370'THE STATION IS AN 8 FOOT CAIRN SITUATED ON THE NORTHWESTERN
 NW0370'EDGE OF THE BOULDER-STREWN HILL.  IT IS 185.89 FEET (56.659
 NW0370'METERS) WEST OF TRIANGULATION STATION BLUES 1956
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1183 ***********************************************************************
 NV1183  DESIGNATION -  CAIRN H
 NV1183  PID         -  NV1183
 NV1183  STATE/COUNTY-  ID/OWYHEE
 NV1183  USGS QUAD   -  BUCKHORN (1979)
 NV1183
 NV1183                         *CURRENT SURVEY CONTROL
 NV1183  ___________________________________________________________________
 NV1183* NAD 83(1992)-  42 09 09.28950(N)    115 55 15.31949(W)     ADJUSTED  
 NV1183* NAVD 88     -      1856.     (meters)    6089.     (feet)  SCALED    
 NV1183  ___________________________________________________________________
 NV1183  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 NV1183  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 NV1183
 NV1183  HORZ ORDER  -  SECOND
 NV1183
 NV1183.The horizontal coordinates were established by classical geodetic methods
 NV1183.and adjusted by the National Geodetic Survey in July 1992..
 NV1183
 NV1183.The orthometric height was scaled from a topographic map.
 NV1183
 NV1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1183
 NV1183.The geoid height was determined by GEOID03.
 NV1183
 NV1183;                    North         East     Units Scale Factor Converg.
 NV1183;SPC ID W     -    53,981.726   785,873.795   MT  0.99993579   -0 06 52.9
 NV1183;UTM  11      - 4,667,280.732   589,153.393   MT  0.99969780   +0 43 27.2
 NV1183
 NV1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1183!SPC ID W     -   0.99971153  x   0.99993579  =   0.99964734
 NV1183!UTM  11      -   0.99971153  x   0.99969780  =   0.99940942
 NV1183
 NV1183                          SUPERSEDED SURVEY CONTROL
 NV1183
 NV1183  NAD 83(1986)-  42 09 09.28974(N)    115 55 15.31903(W) AD(       ) 2
 NV1183  NAD 27      -  42 09 09.64400(N)    115 55 11.97600(W) AD(       ) 2
 NV1183
 NV1183.Superseded values are not recommended for survey control.
 NV1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1183.See file dsdata.txt to determine how the superseded data were derived.
 NV1183
 NV1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG8915367281(NAD 83)
 NV1183
 NV1183  HISTORY     - Date     Condition        Report By
 NV1183  HISTORY     - 1956     MONUMENTED       CGS
 NV1183  HISTORY     - 1956     SEE DESCRIPTION  CGS
 NV1183
 NV1183                          STATION DESCRIPTION
 NV1183
 NV1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NV1183'SEE STATION SLAB
 NV1183
 NV1183                          STATION RECOVERY (1956)
 NV1183
 NV1183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NV1183'THE CAIRN IS ON THE SUMMIT OF A BARREN RIDGE, ABOUT 18 MILES
 NV1183'NORTHEAST OF OWYHEE, NEVADA, ABOUT 11 MILES SOUTH OF THE STORE
 NV1183'AND POST OFFICE AT GRASSMERE, IDAHO, AND ABOUT 10 MILES EAST
 NV1183'OF THE STORE AND POST OFFICE AT RIDDLE, IDAHO.
 NV1183'
 NV1183'THE TRAVERSE POINT IS THE APPROXIMATE CENTER OF THE CAIRN
 NV1183'THAT IS 5 FEET HIGH, 3 FEET IN DIAMETER AND IS 69.0 FEET,
 NV1183'OR 21.031 METERS NORTH OF TRIANGULATION STATION SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1180 ***********************************************************************
 NV1180  DESIGNATION -  CAIRN I
 NV1180  PID         -  NV1180
 NV1180  STATE/COUNTY-  ID/OWYHEE
 NV1180  USGS QUAD   -  BLACK LEG CREEK (1979)
 NV1180
 NV1180                         *CURRENT SURVEY CONTROL
 NV1180  ___________________________________________________________________
 NV1180* NAD 83(1992)-  42 00 49.21601(N)    115 49 50.36057(W)     ADJUSTED  
 NV1180* NAVD 88     -      1917.     (meters)    6289.     (feet)  SCALED    
 NV1180  ___________________________________________________________________
 NV1180  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 NV1180  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 NV1180
 NV1180  HORZ ORDER  -  SECOND
 NV1180
 NV1180.The horizontal coordinates were established by classical geodetic methods
 NV1180.and adjusted by the National Geodetic Survey in July 1992..
 NV1180
 NV1180.The orthometric height was scaled from a topographic map.
 NV1180
 NV1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1180
 NV1180.The geoid height was determined by GEOID03.
 NV1180
 NV1180;                    North         East     Units Scale Factor Converg.
 NV1180;SPC ID W     -    38,542.425   793,319.488   MT  0.99993388   -0 03 14.3
 NV1180;SPC NV E     - 8,806,246.009   179,515.581   MT  0.99990516   -0 09 55.9
 NV1180;SPC NV E     -28,891,825.45    588,960.70   sFT  0.99990516   -0 09 55.9
 NV1180;UTM  11      - 4,651,955.452   596,822.294   MT  0.99971535   +0 46 57.8
 NV1180
 NV1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1180!SPC ID W     -   0.99970194  x   0.99993388  =   0.99963584
 NV1180!SPC NV E     -   0.99970194  x   0.99990516  =   0.99960712
 NV1180!UTM  11      -   0.99970194  x   0.99971535  =   0.99941737
 NV1180
 NV1180                          SUPERSEDED SURVEY CONTROL
 NV1180
 NV1180  NAD 83(1986)-  42 00 49.21611(N)    115 49 50.36034(W) AD(       ) 2
 NV1180  NAD 27      -  42 00 49.56500(N)    115 49 47.03600(W) AD(       ) 2
 NV1180
 NV1180.Superseded values are not recommended for survey control.
 NV1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1180.See file dsdata.txt to determine how the superseded data were derived.
 NV1180
 NV1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG9682251955(NAD 83)
 NV1180
 NV1180  HISTORY     - Date     Condition        Report By
 NV1180  HISTORY     - 1956     MONUMENTED       CGS
 NV1180
 NV1180                          STATION DESCRIPTION
 NV1180
 NV1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NV1180'THE CAIRN IS ON A ROUND BALL-LIKE HILL, ABOUT 14 MILES, AIRLINE,
 NV1180'NORTHEAST OF MOUNTAIN CITY, NEVADA, ABOUT 9 MILES, AIRLINE,
 NV1180'WEST-NORTHWEST OF ROWLAND, NEVADA, AND THOUGHT TO BE ON THE
 NV1180'IDAHO-NEVADA STATE LINE.
 NV1180'
 NV1180'THE TRAVERSE POINT IS THE APPROXIMATE CENTER OF THE CAIRN THAT
 NV1180'IS ABOUT 6 FEET HIGH, 3 FEET IN DIAMETER AND IS 12 FEET, OR
 NV1180'3.658 METERS EAST-SOUTHEAST OF TRIANGULATION STATION BOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1173 ***********************************************************************
 NV1173  DESIGNATION -  CAIRN J
 NV1173  PID         -  NV1173
 NV1173  STATE/COUNTY-  ID/OWYHEE
 NV1173  USGS QUAD   -  COWAN RESERVOIR (1979)
 NV1173
 NV1173                         *CURRENT SURVEY CONTROL
 NV1173  ___________________________________________________________________
 NV1173* NAD 83(1994)-  42 02 53.29476(N)    115 34 43.57197(W)     ADJUSTED  
 NV1173* NAVD 88     -      1790.     (meters)    5873.     (feet)  SCALED    
 NV1173  ___________________________________________________________________
 NV1173  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 NV1173  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 NV1173
 NV1173  HORZ ORDER  -  SECOND
 NV1173
 NV1173.The horizontal coordinates were established by classical geodetic methods
 NV1173.and adjusted by the National Geodetic Survey in June 1998..
 NV1173
 NV1173.The orthometric height was scaled from a topographic map.
 NV1173
 NV1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1173
 NV1173.The geoid height was determined by GEOID03.
 NV1173
 NV1173;                    North         East     Units Scale Factor Converg.
 NV1173;SPC ID W     -    42,381.516   814,174.897   MT  0.99993580   +0 06 52.9
 NV1173;SPC NV E     - 8,810,044.353   200,377.753   MT  0.99990000   +0 00 11.0
 NV1173;SPC NV E     -28,904,287.18    657,406.01   sFT  0.99990000   +0 00 11.0
 NV1173;UTM  11      - 4,656,097.991   617,615.401   MT  0.99977022   +0 57 07.1
 NV1173
 NV1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1173!SPC ID W     -   0.99972185  x   0.99993580  =   0.99965767
 NV1173!SPC NV E     -   0.99972185  x   0.99990000  =   0.99962188
 NV1173!UTM  11      -   0.99972185  x   0.99977022  =   0.99949213
 NV1173
 NV1173                          SUPERSEDED SURVEY CONTROL
 NV1173
 NV1173  NAD 83(1992)-  42 02 53.29419(N)    115 34 43.56843(W) AD(       ) 2
 NV1173  NAD 83(1986)-  42 02 53.29424(N)    115 34 43.56832(W) AD(       ) 2
 NV1173  NAD 27      -  42 02 53.63900(N)    115 34 40.27900(W) AD(       ) 2
 NV1173
 NV1173.Superseded values are not recommended for survey control.
 NV1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1173.See file dsdata.txt to determine how the superseded data were derived.
 NV1173
 NV1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG1761556098(NAD 83)
 NV1173
 NV1173  HISTORY     - Date     Condition        Report By
 NV1173  HISTORY     - 1956     MONUMENTED       CGS
 NV1173
 NV1173                          STATION DESCRIPTION
 NV1173
 NV1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NV1173'ABOUT 13 MILES NORTHWEST OF JARBIDGE, NEVADA, 9 MILES NORTHEAST
 NV1173'OF THE VILLAGE OF ROWLAND AND 4 MILES EAST OF THE HIGH RIM
 NV1173'OF THE WEST FORK OF THE BRUNEAU RIVER.
 NV1173'
 NV1173'IT IS A 4-FOOT HIGH CAIRN BUILT ON A LARGE BOULDER PROJECTING
 NV1173'ABOUT 3 FEET ABOVE THE GROUND.
 NV1173'
 NV1173'A TIE WAS MADE FROM TRIANGULATION STATION SHACK 1956.  IT IS
 NV1173'216 FEET (65.8 METERS) EAST-SOUTHEAST OF THE TRIANGULATION
 NV1173'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1389 ***********************************************************************
 OH1389  DESIGNATION -  CALDWELL
 OH1389  PID         -  OH1389
 OH1389  STATE/COUNTY-  ID/CANYON
 OH1389  USGS QUAD   -  CALDWELL (1971)
 OH1389
 OH1389                         *CURRENT SURVEY CONTROL
 OH1389  ___________________________________________________________________
 OH1389* NAD 83(1994)-  43 40 30.88481(N)    116 40 26.10593(W)     ADJUSTED  
 OH1389* NAVD 88     -       751.5    (meters)    2466.     (feet)  VERTCON   
 OH1389  ___________________________________________________________________
 OH1389  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 OH1389  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 OH1389
 OH1389  HORZ ORDER  -  SECOND
 OH1389
 OH1389.The horizontal coordinates were established by classical geodetic methods
 OH1389.and adjusted by the National Geodetic Survey in June 1998..
 OH1389
 OH1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1389
 OH1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1389
 OH1389.The geoid height was determined by GEOID03.
 OH1389
 OH1389;                    North         East     Units Scale Factor Converg.
 OH1389;SPC ID W     -   223,525.661   725,497.839   MT  1.00000158   -0 38 17.0
 OH1389;UTM  11      - 4,835,855.787   526,285.492   MT  0.99960850   +0 13 30.7
 OH1389
 OH1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1389!SPC ID W     -   0.99988490  x   1.00000158  =   0.99988648
 OH1389!UTM  11      -   0.99988490  x   0.99960850  =   0.99949345
 OH1389
 OH1389|---------------------------------------------------------------------|
 OH1389| PID    Reference Object                     Distance      Geod. Az  |
 OH1389|                                                           dddmmss.s |
 OH1389| CD4360 CALDWELL RM 1                         9.510 METERS 06528     |
 OH1389| CD4359 CALDWELL RM 3 AZIMUTH                              2325447.6 |
 OH1389| CD4361 CALDWELL RM 2                        38.984 METERS 34530     |
 OH1389| OH1392 CALDWELL MUNICIPAL TANK              44.458 METERS 35352     |
 OH1389|---------------------------------------------------------------------|
 OH1389
 OH1389                          SUPERSEDED SURVEY CONTROL
 OH1389
 OH1389  NAD 83(1992)-  43 40 30.88481(N)    116 40 26.10593(W) AD(       ) 2
 OH1389  NAD 83(1991)-  43 40 30.88466(N)    116 40 26.10447(W) AD(       ) 2
 OH1389  NAD 83(1986)-  43 40 30.88647(N)    116 40 26.10367(W) AD(       ) 2
 OH1389  NAD 27      -  43 40 31.30292(N)    116 40 22.60574(W) AD(       ) 2
 OH1389  NGVD 29 (07/19/86)  750.6    (m)         2463.     (f) VERT ANG       
 OH1389
 OH1389.Superseded values are not recommended for survey control.
 OH1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1389.See file dsdata.txt to determine how the superseded data were derived.
 OH1389
 OH1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2628535856(NAD 83)
 OH1389_MARKER: Z = SEE DESCRIPTION
 OH1389_SETTING: 0 = UNSPECIFIED SETTING
 OH1389
 OH1389  HISTORY     - Date     Condition        Report By
 OH1389  HISTORY     - 1934     MONUMENTED       CGS
 OH1389  HISTORY     - 1944     SEE DESCRIPTION  CGS
 OH1389  HISTORY     - 1955     SEE DESCRIPTION  LOCENG
 OH1389
 OH1389                          STATION DESCRIPTION
 OH1389
 OH1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 OH1389'STATION IS LOCATED IN THE CITY OF CALDWELL, ON THE SITE OF THE
 OH1389'OLD CITY RESERVOIR, AT A POINT 147 FEET S OF THE CENTER OF
 OH1389'THE MUNICIPAL WATER TANK.  IT IS ON A MOUND WHICH IS ABOUT
 OH1389'10 FEET HIGHER THAN THE BASE OF THE WATER TANK AND IS THE
 OH1389'HIGHEST GROUND IN THE VICINITY.
 OH1389'
 OH1389'SURFACE, UNDERGROUND, REFERENCE MARK 1, AND REFERENCE MARK 3
 OH1389'(AZIMUTH MARK) WERE SET IN CONCRETE.  THEY ARE BRONZE DISKS.
 OH1389'
 OH1389'REFERENCE MARK 2 IS SET IN THE CONCRETE FOUNDATION OF THE
 OH1389'MUNICIPAL TANK.
 OH1389'
 OH1389'REFERENCE MARK 3 (AZIMUTH MARK) IS SET IN A STRIP OF LAWN ON
 OH1389'THE S SIDE OF KIMBALL AVENUE, AT A POINT 1/4 MILE SW OF THE
 OH1389'STATION.
 OH1389'
 OH1389'TO REACH STATION FROM CALDWELL, GO E ON KIMBALL AVENUE TO ITS
 OH1389'END.  FROM HERE THE MUNICIPAL TANK IS 0.1 MILE SE.
 OH1389
 OH1389                          STATION RECOVERY (1944)
 OH1389
 OH1389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1389'STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND
 OH1389'AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT
 OH1389'RECOVERED AS THE FOUNDATION OF THE TANK IN WHICH IT WAS SET
 OH1389'WAS CRIBBED WITH SAND THAT WAS FROZEN SOLID.
 OH1389'
 OH1389'STATION IS LOCATED ON THE NE EDGE OF CALDWELL, ON BLUFF
 OH1389'OVERLOOKING THE TOWN.  IT IS IN THE CENTER OF THE SITE OF THE
 OH1389'OLD CITY RESERVOIR.  MARK IS STAMPED CALDWELL 1933 AND PROJECTS
 OH1389'ABOUT 4 INCHES.
 OH1389'
 OH1389'REFERENCE MARK 1 IS STAMPED CALDWELL NO 1 1933 AND PROJECTS
 OH1389'4 INCHES.
 OH1389'
 OH1389'REFERENCE MARK 3 (AZIMUTH MARK) IS ON THE SE SIDE OF KIMBALL
 OH1389'AVENUE, DIRECTLY IN FRONT OF THE DARLING AUTO COURT.  IT IS
 OH1389'STAMPED CALDWELL NO 3 1933 AND PROJECTS 3 INCHES.
 OH1389
 OH1389                          STATION RECOVERY (1955)
 OH1389
 OH1389'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (DCM)
 OH1389'RECOVERED BY BORTON AND STODDARD ENGRS.
 OH1389'
 OH1389'AZIMUTH MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.
 OH1389'STATION MARKS (BOTH THE SURFACE AND UNDERGROUND) AND REFERENCE
 OH1389'MARK 1 HAVE BEEN REMOVED BY EXCAVATION AND ARE NOT RECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1391 ***********************************************************************
 OH1391  DESIGNATION -  CALDWELL 2
 OH1391  PID         -  OH1391
 OH1391  STATE/COUNTY-  ID/CANYON
 OH1391  USGS QUAD   -  CALDWELL (1971)
 OH1391
 OH1391                         *CURRENT SURVEY CONTROL
 OH1391  ___________________________________________________________________
 OH1391* NAD 83(1992)-  43 40 32.56512(N)    116 40 27.48178(W)     ADJUSTED  
 OH1391* NAVD 88     -       749.7    (meters)    2460.     (feet)  VERTCON   
 OH1391  ___________________________________________________________________
 OH1391  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 OH1391  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 OH1391
 OH1391  HORZ ORDER  -  SECOND
 OH1391
 OH1391.The horizontal coordinates were established by classical geodetic methods
 OH1391.and adjusted by the National Geodetic Survey in July 1992..
 OH1391
 OH1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1391
 OH1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1391
 OH1391.The geoid height was determined by GEOID03.
 OH1391
 OH1391;                    North         East     Units Scale Factor Converg.
 OH1391;SPC ID W     -   223,577.860   725,467.598   MT  1.00000164   -0 38 18.0
 OH1391;UTM  11      - 4,835,907.505   526,254.481   MT  0.99960848   +0 13 29.7
 OH1391
 OH1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1391!SPC ID W     -   0.99988518  x   1.00000164  =   0.99988682
 OH1391!UTM  11      -   0.99988518  x   0.99960848  =   0.99949371
 OH1391
 OH1391:                Primary Azimuth Mark                     Grid Az
 OH1391:SPC ID W     -  MIDDLETON MUNICIPAL TANK                 048 48 47.2
 OH1391:UTM  11      -  MIDDLETON MUNICIPAL TANK                 047 56 59.5
 OH1391
 OH1391|---------------------------------------------------------------------|
 OH1391| PID    Reference Object                     Distance      Geod. Az  |
 OH1391|                                                           dddmmss.s |
 OH1391| OH1379 MIDDLETON MUNICIPAL TANK            APPROX. 5.3 KM 0481029.2 |
 OH1391| CD4363 CALDWELL 2 RM 1                      24.241 METERS 08814     |
 OH1391| OH1392 CALDWELL MUNICIPAL TANK              27.160 METERS 10625     |
 OH1391| CD4364 CALDWELL 2 RM 2                      20.928 METERS 15919     |
 OH1391| OH1394 CALDWELL HOUSING AUTHORITY TK       APPROX. 4.1 KM 3170901.7 |
 OH1391| CD4362 CALDWELL 2 AZ MK                                   3213959.1 |
 OH1391|---------------------------------------------------------------------|
 OH1391
 OH1391                          SUPERSEDED SURVEY CONTROL
 OH1391
 OH1391  NAD 83(1991)-  43 40 32.56497(N)    116 40 27.48035(W) AD(       ) 2
 OH1391  NAD 83(1986)-  43 40 32.56377(N)    116 40 27.48014(W) AD(       ) 2
 OH1391  NAD 27      -  43 40 32.98447(N)    116 40 23.98117(W) AD(       ) 2
 OH1391  NGVD 29 (07/19/86)  748.8    (m)         2457.     (f) VERT ANG       
 OH1391
 OH1391.Superseded values are not recommended for survey control.
 OH1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1391.See file dsdata.txt to determine how the superseded data were derived.
 OH1391
 OH1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2625435908(NAD 83)
 OH1391_MARKER: DS = TRIANGULATION STATION DISK
 OH1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1391_STAMPING: CALDWELL 2 1959
 OH1391_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1391+STABILITY: SURFACE MOTION
 OH1391
 OH1391  HISTORY     - Date     Condition        Report By
 OH1391  HISTORY     - 1959     MONUMENTED       CGS
 OH1391  HISTORY     - 19811015 GOOD             NGS
 OH1391
 OH1391                          STATION DESCRIPTION
 OH1391
 OH1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1391'THE STATION IS LOCATED ON A HIGH BLUFF ABOUT 1 MILE NORTH OF THE
 OH1391'BUSINESS DISTRICT OF CALDWELL ON THE WEST SIDE OF THE MUNICIPAL
 OH1391'WATER TANK.
 OH1391'
 OH1391'TO REACH THE STATION FROM THE POST OFFICE IN CALDWELL ON THE
 OH1391'CORNER OF 9TH AND ARTHUR STREETS GO WEST ON ARTHUR ST. 0.1
 OH1391'MILE TO KIMBALL AVE.  TURN RIGHT AND GO NORTH 0.55 MILE TO
 OH1391'U.S. HIGHWAY 20, A DIVIDED HIGHWAY.  CONTINUE NORTH ON KIMBALL
 OH1391'AVE. 0.2 MILE TO MARBLE FRONT RD., A FORK ON THE RIGHT.  TURN
 OH1391'RIGHT AND GO NORTHEAST 0.2 MILE TO A SIDE ROAD ON THE LEFT,
 OH1391'COLLEGE ST., AT A CEMENT BLOCK GARAGE.  TURN LEFT AND GO 0.2 MILE
 OH1391'TO THE BASE OF THE MUNICIPAL WATER TANK.  GO LEFT AROUND THE
 OH1391'SOUTH SIDE OF THE TANK ABOUT 50 YARDS TO THE STATION ON THE
 OH1391'WEST SIDE.
 OH1391'
 OH1391'THE STATION MARK IS A STANDARD DISK STAMPED CALDWELL 2 1959
 OH1391'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 OH1391'3 INCHES ABOVE THE GROUND.  IT IS 12.4 FEET NORTHWEST OF A
 OH1391'WITNESS POST, 36.5 FEET WEST OF A WIRE FENCE AND ABOUT 30
 OH1391'FEET NORTHEAST OF THE EDGE OF THE BLUFF.
 OH1391'
 OH1391'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CALDWELL
 OH1391'2 NO 1 1959 CEMENTED IN A DRILL HOLE IN THE BASE OF THE NORTHMOST
 OH1391'LEG OF THE WATER TANK.  THE CONCRETE IS ABOUT 40 INCHES SQUARE
 OH1391'AND PROJECTS ABOUT 13 INCHES ABOVE THE GROUND.  IT IS AT ABOUT
 OH1391'THE SAME ELEVATION AS THE STATION.
 OH1391'
 OH1391'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CALDWELL
 OH1391'NO 2 1959 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 OH1391'PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 1 FOOT SOUTHWEST OF
 OH1391'THE SOUTHWEST CORNER FENCE POST AND ABOUT 10 FEET NORTHEAST
 OH1391'OF THE EDGE OF THE BLUFF AND ABOUT 2 FEET LOWER THAN THE
 OH1391'STATION MARK.
 OH1391'
 OH1391'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CALDWELL 2 1959
 OH1391'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WITH 24 BY 30
 OH1391'INCHES EXPOSED AND PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 OH1391'IT IS 9.2 FEET NORTHEAST OF A POWERLINE POLE, 3.2 FEET SOUTHWEST
 OH1391'OF A 2-FOOT CAIRN AND 15.8 FEET NORTHWEST OF THE EDGE OF A BLUFF.
 OH1391'TO REACH THE AZIMUTH MARK AT THE POINT IN THE ABOVE DESCRIPTION
 OH1391'WHERE KIMBALL AVE. CROSSES U.S. HIGHWAY 20 TURN LEFT AND GO
 OH1391'NORTHWESTERLY ON THE HIGHWAY 1.55 MILES TO A NARROW TRACK ROAD
 OH1391'FORK ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST AND EAST
 OH1391'UNDER THE POWERLINE 0.3 MILE TO THE MARK NEAR THE EDGE OF THE
 OH1391'BLUFF.
 OH1391
 OH1391                          STATION RECOVERY (1981)
 OH1391
 OH1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OH1391'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 OH1391'THE SHANK OF THE AZIMUTH MARK IS ALL THT REMAINS. BECAUSE IT IS IN A
 OH1391'HIGH VANDALISM AREA IT WAS NOT REPLACED.  AT TIME OF RECOVERY THERE
 OH1391'WAS A POWER POLE AT THE STATION END ON LINE BETWEEN THE STATION AND
 OH1391'THE AZIMUTH MARK.  THERE IS SOME DISCREPANCY BETWEEN THE 1959
 OH1391'OBSERVATIONS AND THE 1981 OBSERVATIONS.
 OH1391' 
 OH1391'THE STATION IS LOCATED ON A HIGH BLUFF 1.6 KM (1.00 MI) N OF THE
 OH1391'BUSINESS DISTRICT OF CALDWELL AND ON THE W SIDE OF THE MUNICIPAL WATER
 OH1391'TANK.  TO REACH THE STATION FROM THE POST OFFICE IN CALDWELL, AT THE
 OH1391'CORNER OF 9TH AND ARTHUR STREETS, GO W ON ARTHUR STREET.  16 KM (9.95
 OH1391'MI) TO KIMBALL AVE, TURN RIGHT AND GO N 0.55 TO HWY 20.  (THIS HWY IS
 OH1391'UNDER CONSTRUCTION AND WILL BECOME A FREEWAY WHEN COMPLETED.  IT IS
 OH1391'NOT KNOWN IF KIMBAL AVE WILL CONTINUE WHEN FREEWAY IS COMPLETED.)
 OH1391'CONTINUE N 0.3 KM (0.20 MI) TO A ROAD FORK, TURN RIGHT ON MARBLE FRONT
 OH1391'ROAD AND GO 0.3 KM (0.20 MI) TO A ROAD LEFT, TURN LEFT ON INDIAN AVE
 OH1391'AND GO UPHILL TO A TRACK ROAD ON THE LEFT, TURN LEFT AND GO .15 KM
 OH1391'(0.10 MI) TO THE EDGE OF THE BLUFF ON THE W SIDE OF THE WATER TANK AND
 OH1391'THE STATION.
 OH1391' 
 OH1391'THE STATION IS A STANDARD USCGS DISK STAMPED---CALDWELL 2 1959---, SET
 OH1391'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN DIAMETER,
 OH1391'PROJECTING 3 CM ABOVE THE GROUND. THE STATION IS LOCATED 13.0 METERS
 OH1391'(42.7 FT) N FROM THE NW CORNER OF A CINDERBLOCK BUILDING, 10 METERS
 OH1391'(32.8 FT) E FROM THE TOP EDGE OF THE BLUFF, 8.1 METERS (26.6 FT) W
 OH1391'FROM THE WEST FENCE AROUND THE TANK, 3.5 METERS (11.5 FT) NW FROM A
 OH1391'METAL WITNESS POST.
 OH1391' 
 OH1391'REFERENCE MARK NO 1, IS A STANDARD USCGS DISK STAMPED---CALDWELL 2 NO
 OH1391'1 1979---, SET INTO A DRILL HOLE IN THE NORTHERN MOST CONCRETE FOOTING
 OH1391'FOR THE WATER TANK.  THE STATION IS LOCATED 16.0 METERS (52.5 FT) E
 OH1391'FROM THE W FENCE AROUND THE WATER TANK, 3.0 METERS (9.8 FT) S FROM THE
 OH1391'N FENCE AROUND THE WATER TANK, 0.2 METERS (0.7 FT) S FROM THE NW
 OH1391'CORNER OF THE FOOTING, AND 0.1 METERS (0.3 FT) LOWER THAN THE STATION.
 OH1391'REFERENCE MARK NO 2, IS A STANDARD USCGS DISK STAMPED---CALDWELL 2 NO
 OH1391'2 1959---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN
 OH1391'DIAMETER, RECESSED, 3 CM BELOW THE GROUND.  THE STATION IS LOCATED 8.3
 OH1391'METERS (27.2 FT) E FROM THE TOP EDGE OF THE BLUFF, 3.5 METERS (11.5
 OH1391'FT) S FROM THE SW CORNER OF A CINDER BLOCK BUILDING, 3.8 METERS (12.5
 OH1391'FT) WSW FROM THE CENTER OR A GATE IN A FENCE AROUND THE WATER TANK,
 OH1391'AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 OH1391' 
 OH1391'AZIMUTH MARK NO 1, IS THE SHANK OF A DISK SET INTO A DRILL HOLE IN
 OH1391'BEDROCK.  THE STATION IS LOCATED 4.8 METERS (15.7 FT) NW FROM THE TOP
 OH1391'EDGE OF THE BLUFF, 2.8 METERS (9.2 FT) NE FROM THE E ONE OF A DOUBLE
 OH1391'POWER POLE.  TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF KIMBAL
 OH1391'AVE AND I 84, GO NORTHERLY ON KIMBAL AVE O.1 MILE TO ILLINOIS AVE,
 OH1391'TURN LEFT ON ILLINIOS AVE, AND GO 0.5 MILE (0.8 KM) TO A ROAD FORK,
 OH1391'TURN LEFT ON PLYMOTH AND GO 0.8 MILE (1.3 KM) TO WEST END OF BRIDGE.
 OH1391'CONTINUE ON MAIN ROAD 0.05 MILE (0.08 KM) TO PARKING AREA ON THE LEFT.
 OH1391'AND THE MARK ON THE TOP OF THE BLUFF.  IT IS ABOUT A FIVE MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1423 ***********************************************************************
 OH1423  DESIGNATION -  CALDWELL CB TOWER
 OH1423  PID         -  OH1423
 OH1423  STATE/COUNTY-  ID/PAYETTE
 OH1423  USGS QUAD   -  PARMA SE (1975)
 OH1423
 OH1423                         *CURRENT SURVEY CONTROL
 OH1423  ___________________________________________________________________
 OH1423* NAD 83(1992)-  43 48 42.75509(N)    116 46 29.26775(W)     ADJUSTED  
 OH1423* NAVD 88     -                                                        
 OH1423  ___________________________________________________________________
 OH1423  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 OH1423  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 OH1423
 OH1423  HORZ ORDER  -  THIRD
 OH1423
 OH1423.The horizontal coordinates were established by classical geodetic methods
 OH1423.and adjusted by the National Geodetic Survey in July 1992..
 OH1423.No horizontal observational check was made to the station.
 OH1423
 OH1423
 OH1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1423
 OH1423.The geoid height was determined by GEOID03.
 OH1423
 OH1423;                    North         East     Units Scale Factor Converg.
 OH1423;SPC ID W     -   238,800.951   717,551.008   MT  1.00001692   -0 42 34.2
 OH1423;UTM  11      - 4,851,003.356   518,112.436   MT  0.99960403   +0 09 21.3
 OH1423
 OH1423                          SUPERSEDED SURVEY CONTROL
 OH1423
 OH1423  NAD 83(1991)-  43 48 42.75494(N)    116 46 29.26753(W) AD(       ) 4
 OH1423  NAD 83(1986)-  43 48 42.75447(N)    116 46 29.26771(W) AD(       ) 4
 OH1423  NAD 27      -  43 48 43.16530(N)    116 46 25.75172(W) AD(       ) 3
 OH1423
 OH1423.Superseded values are not recommended for survey control.
 OH1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1423.See file dsdata.txt to determine how the superseded data were derived.
 OH1423
 OH1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1811251003(NAD 83)
 OH1423_MARKER: 43 = RADIO/TV TOWER
 OH1423
 OH1423  HISTORY     - Date     Condition        Report By
 OH1423  HISTORY     - 1978     FIRST OBSERVED   NGS
 OH1423
 OH1423                          STATION DESCRIPTION
 OH1423
 OH1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OH1423'REACHED FROM THE CALDWELL POST OFFICE BY GOING WEST ON ARTHUR STREET
 OH1423'FOR 1 BLOCK TO A CROSS STREET, TURN RIGHT, AND GO NORTH ON KIMBALL
 OH1423'AVENUE FOR 0.6 MILE TO U.S. HIGHWAYS 20, 26, AND 30, AND INTERSTATE
 OH1423'80N, TURN LEFT, AND GO NORTHWEST ON THE HIGHWAY TO EXIT 17, SAND
 OH1423'HOLLOW EXIT, USE THE EXIT, THEN TURN LEFT, PASSING OVER THE
 OH1423'FREEWAY, AND GO WEST ON THE MACADAM ROAD FOR 1.2 MILES TO A
 OH1423'DRIVEWAY ON THE RIGHT, AT A SUMMIT IN THE ROAD, TURN RIGHT, AND
 OH1423'GO NORTH, AND NORTHWEST ON THE DRIVEWAY FOR 0.35 MILE TO THE
 OH1423'STATION.
 OH1423'
 OH1423'THE STATION IS A 4-LEGGED STEEL TOWER, WITH A SQUARE CAB ON TOP OF
 OH1423'THE 4-LEGS.  THE LOWER PART OF THE CAB IS PAINTED RUST COLOR, THE
 OH1423'UPPER PART HAS WINDOWS.  THE TOP OF THE CAB IS 135 FEET HIGH.  IN
 OH1423'THE CENTER OF THE TOWER IS A METAL SHAFT THAT EXTENDS THRU THE CAB,
 OH1423'AND 30 FEET ABOVE.  THE METAL SHAFT IN THE CENTER OF THE TOWER WAS
 OH1423'THE POINT OBSERVED UPON.
 OH1423'
 OH1423'OBSERVED FROM TRIANGULATION STATIONS IDA 80-8 1959, IDA 80-9 2 1977,
 OH1423'AND BURN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1392 ***********************************************************************
 OH1392  DESIGNATION -  CALDWELL MUNICIPAL TANK
 OH1392  PID         -  OH1392
 OH1392  STATE/COUNTY-  ID/CANYON
 OH1392  USGS QUAD   -  CALDWELL (1971)
 OH1392
 OH1392                         *CURRENT SURVEY CONTROL
 OH1392  ___________________________________________________________________
 OH1392* NAD 83(1992)-  43 40 32.31647(N)    116 40 26.31871(W)     ADJUSTED  
 OH1392* NAVD 88     -                                                        
 OH1392  ___________________________________________________________________
 OH1392  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 OH1392  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 OH1392
 OH1392  HORZ ORDER  -  THIRD
 OH1392
 OH1392.The horizontal coordinates were established by classical geodetic methods
 OH1392.and adjusted by the National Geodetic Survey in July 1992..
 OH1392
 OH1392
 OH1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1392
 OH1392.The geoid height was determined by GEOID03.
 OH1392
 OH1392;                    North         East     Units Scale Factor Converg.
 OH1392;SPC ID W     -   223,569.896   725,493.565   MT  1.00000159   -0 38 17.2
 OH1392;UTM  11      - 4,835,899.936   526,280.554   MT  0.99960850   +0 13 30.5
 OH1392
 OH1392                          SUPERSEDED SURVEY CONTROL
 OH1392
 OH1392  NAD 83(1991)-  43 40 32.31631(N)    116 40 26.31729(W) AD(       ) 4
 OH1392  NAD 83(1986)-  43 40 32.31871(N)    116 40 26.31596(W) AD(       ) 4
 OH1392  NAD 27      -  43 40 32.73535(N)    116 40 22.81874(W) AD(       ) 3
 OH1392
 OH1392.Superseded values are not recommended for survey control.
 OH1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1392.See file dsdata.txt to determine how the superseded data were derived.
 OH1392
 OH1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2628135900(NAD 83)
 OH1392_MARKER: 53 = ELEVATED TANK
 OH1392
 OH1392  HISTORY     - Date     Condition        Report By
 OH1392  HISTORY     - 1934     FIRST OBSERVED   CGS
 OH1392  HISTORY     - 1944     GOOD             CGS
 OH1392  HISTORY     - 1956     GOOD             USGS
 OH1392  HISTORY     - 1959     GOOD             CGS
 OH1392
 OH1392                          STATION DESCRIPTION
 OH1392
 OH1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1392'TANK IS LOCATED IN THE E PART OF CALDWELL, 200 FEET W OF A N-S
 OH1392'ROAD, AND 147 FEET N OF TRIANGULATION STATION CALDWELL.  IT
 OH1392'IS A HUGE SQUAT TANK ERECTED ON 8 LEGS OF STEEL CONSTRUCTION
 OH1392'WITH A BALL ON ITS TOP, APPROXIMATELY 65 FEET HIGH, WITH A LEAD
 OH1392'PIPE OF ABOUT 4 FEET IN DIAMETER.
 OH1392
 OH1392                          STATION RECOVERY (1956)
 OH1392
 OH1392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OH1392'STATION MARK--CENTER OF TANK ON STEEL TOWER.
 OH1392
 OH1392                          STATION RECOVERY (1959)
 OH1392
 OH1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1392'LOCATED IN THE TOWN OF CALDWELL, A STANDARD TYPE CITY WATER TANK.
 OH1392'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CALDWELL
 OH1392'2, DISTANCE BEING 89.078 FEET, 27.151 METERS WEST NORTHWEST.
 OH1392'
 OH1392'THIS IS THE SAME STATION AS LOCATED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1390 ***********************************************************************
 OH1390  DESIGNATION -  CALDWELL RADIO STA KCID MAST
 OH1390  PID         -  OH1390
 OH1390  STATE/COUNTY-  ID/CANYON
 OH1390  USGS QUAD   -  CALDWELL (1971)
 OH1390
 OH1390                         *CURRENT SURVEY CONTROL
 OH1390  ___________________________________________________________________
 OH1390* NAD 83(1992)-  43 39 56.91231(N)    116 38 04.63594(W)     ADJUSTED  
 OH1390* NAVD 88     -                                                        
 OH1390  ___________________________________________________________________
 OH1390  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 OH1390  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 OH1390
 OH1390  HORZ ORDER  -  THIRD
 OH1390
 OH1390.The horizontal coordinates were established by classical geodetic methods
 OH1390.and adjusted by the National Geodetic Survey in July 1992..
 OH1390
 OH1390
 OH1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1390
 OH1390.The geoid height was determined by GEOID03.
 OH1390
 OH1390;                    North         East     Units Scale Factor Converg.
 OH1390;SPC ID W     -   222,442.701   728,655.490   MT  0.99999592   -0 36 38.9
 OH1390;UTM  11      - 4,834,820.922   529,457.864   MT  0.99961067   +0 15 08.2
 OH1390
 OH1390                          SUPERSEDED SURVEY CONTROL
 OH1390
 OH1390  NAD 83(1991)-  43 39 56.91213(N)    116 38 04.63465(W) AD(       ) 4
 OH1390  NAD 83(1986)-  43 39 56.91217(N)    116 38 04.63485(W) AD(       ) 4
 OH1390  NAD 27      -  43 39 57.33064(N)    116 38 01.14552(W) AD(       ) 3
 OH1390
 OH1390.Superseded values are not recommended for survey control.
 OH1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1390.See file dsdata.txt to determine how the superseded data were derived.
 OH1390
 OH1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2945834821(NAD 83)
 OH1390
 OH1390  HISTORY     - Date     Condition        Report By
 OH1390  HISTORY     - 1959     MONUMENTED       CGS
 OH1390
 OH1390                          STATION DESCRIPTION
 OH1390
 OH1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1390'THE STATION IS LOCATED 2 MILES EAST OF CALDWELL, OFF HIGHWAY
 OH1390'20 AND 26.
 OH1390'
 OH1390'THE RADIO MAST IS A STEEL TOWER WHICH IS 365 FEET HIGH.  THE
 OH1390'BALL ON TOP OF THE MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0733 ***********************************************************************
 QA0733  DESIGNATION -  CALKENS
 QA0733  PID         -  QA0733
 QA0733  STATE/COUNTY-  ID/CUSTER
 QA0733  USGS QUAD   -  BOULDER CHAIN LAKES (1964)
 QA0733
 QA0733                         *CURRENT SURVEY CONTROL
 QA0733  ___________________________________________________________________
 QA0733* NAD 83(1992)-  44 07 10.51155(N)    114 37 12.16199(W)     ADJUSTED  
 QA0733* NAVD 88     -      3502.8    (meters)   11492.     (feet)  VERTCON   
 QA0733  ___________________________________________________________________
 QA0733  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 QA0733  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 QA0733
 QA0733  HORZ ORDER  -  THIRD
 QA0733
 QA0733.The horizontal coordinates were established by classical geodetic methods
 QA0733.and adjusted by the National Geodetic Survey in July 1992..
 QA0733
 QA0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0733
 QA0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0733
 QA0733.The geoid height was determined by GEOID03.
 QA0733
 QA0733;                    North         East     Units Scale Factor Converg.
 QA0733;SPC ID C     -   272,669.114   450,371.129   MT  0.99997765   -0 25 54.0
 QA0733;UTM  11      - 4,887,909.324   690,428.869   MT  1.00004601   +1 39 26.4
 QA0733
 QA0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0733!SPC ID C     -   0.99945295  x   0.99997765  =   0.99943061
 QA0733!UTM  11      -   0.99945295  x   1.00004601  =   0.99949894
 QA0733
 QA0733|---------------------------------------------------------------------|
 QA0733| PID    Reference Object                     Distance      Geod. Az  |
 QA0733|                                                           dddmmss.s |
 QA0733| CD4365 CALKENS RM CROSS NORTH                7.340 METERS 00837     |
 QA0733| CD4366 CALKENS RM CROSS SE                   3.703 METERS 11728     |
 QA0733| QA0725 CUSTER                              APPROX.25.5 KM 3591614.4 |
 QA0733|---------------------------------------------------------------------|
 QA0733
 QA0733                          SUPERSEDED SURVEY CONTROL
 QA0733
 QA0733  NAD 83(1986)-  44 07 10.50960(N)    114 37 12.15637(W) AD(       ) 3
 QA0733  NAD 27      -  44 07 10.81962(N)    114 37 08.91313(W) AD(       ) 3
 QA0733  NGVD 29 (07/19/86) 3501.2    (m)        11487.     (f) VERT ANG       
 QA0733
 QA0733.Superseded values are not recommended for survey control.
 QA0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0733.See file dsdata.txt to determine how the superseded data were derived.
 QA0733
 QA0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ9042987909(NAD 83)
 QA0733_MARKER: DD = SURVEY DISK
 QA0733_SETTING: 80 = SET IN A BOULDER
 QA0733_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QA0733
 QA0733  HISTORY     - Date     Condition        Report By
 QA0733  HISTORY     - 1961     MONUMENTED       USGS
 QA0733
 QA0733                          STATION DESCRIPTION
 QA0733
 QA0733'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QA0733'LOCATED ABOUT 17.5 MI SE. OF STANLEY, ABOUT 12.0 MI NE. OF
 QA0733'SAWTOOTH VALLEY RANGER STATION, ABOUT 12.0 MI SW. OF CLAYTON
 QA0733'RANGER STATION.  ON HIGH RIDGE OVERLOOKING CALKENS LAKE ON W. AND
 QA0733'BIG BOULDER LAKES ON E..  TOP IS COVERED WITH BIG BOULDERS.
 QA0733'HELICOPTER CAN LAND IN SADDLE N. OF STATION, ABOUT A 45-MINUTE
 QA0733'PACK, OR HOVER LANDING JUST N. OF STATION.  CLIMBING WOULD
 QA0733'PROBABLY BE BEST FROM THE E., FOLLOWING TOPS OF RIDGES AS MUCH AS
 QA0733'POSSIBLE.  THE WEST SIDE IS MOSTLY SHALE AND VERY STEEP.
 QA0733'
 QA0733'STATION REACHED BY HELICOPTER AND FOOT.
 QA0733'
 QA0733'STATION MARK--STANDARD TABLET STAMPED---CALKENS 1961---, CEMENTED
 QA0733'IN LARGE BOULDER.
 QA0733'
 QA0733'REFERENCE MARK NO. 1--CHISELED CROSS IN LARGE BOULDER, 24.08 FT. FROM
 QA0733'STATION, N 08 DEG 37 MIN E, AND 3 FT. LOWER.
 QA0733'
 QA0733'REFERENCE MARK NO. 2--CHISELED CROSS IN LARGE BOULDER, 12.15 FT. FROM
 QA0733'STATION, S 62 DEG 32 MIN E, AND 5 FT. LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1015 ***********************************************************************
 OZ1015  DESIGNATION -  CAMAS
 OZ1015  PID         -  OZ1015
 OZ1015  STATE/COUNTY-  ID/ELMORE
 OZ1015  USGS QUAD   -  BENNETT MOUNTAIN (1986)
 OZ1015
 OZ1015                         *CURRENT SURVEY CONTROL
 OZ1015  ___________________________________________________________________
 OZ1015* NAD 83(1992)-  43 14 56.52883(N)    115 26 03.09925(W)     ADJUSTED  
 OZ1015* NAVD 88     -      2269.     (meters)    7444.     (feet)  SCALED    
 OZ1015  ___________________________________________________________________
 OZ1015  LAPLACE CORR-           8.98  (seconds)                    DEFLEC99
 OZ1015  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 OZ1015
 OZ1015  HORZ ORDER  -  FIRST
 OZ1015
 OZ1015.The horizontal coordinates were established by classical geodetic methods
 OZ1015.and adjusted by the National Geodetic Survey in July 1992..
 OZ1015
 OZ1015.The orthometric height was scaled from a topographic map.
 OZ1015
 OZ1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1015
 OZ1015.The geoid height was determined by GEOID03.
 OZ1015
 OZ1015;                    North         East     Units Scale Factor Converg.
 OZ1015;SPC ID W     -   175,809.732   825,645.163   MT  0.99994142   +0 12 59.0
 OZ1015;UTM  11      - 4,789,660.606   627,110.597   MT  0.99979875   +1 04 22.8
 OZ1015
 OZ1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1015!SPC ID W     -   0.99964665  x   0.99994142  =   0.99958809
 OZ1015!UTM  11      -   0.99964665  x   0.99979875  =   0.99944547
 OZ1015
 OZ1015:                Primary Azimuth Mark                     Grid Az
 OZ1015:SPC ID W     -  CAT                                      040 09 10.3
 OZ1015:UTM  11      -  CAT                                      039 17 46.5
 OZ1015
 OZ1015|---------------------------------------------------------------------|
 OZ1015| PID    Reference Object                     Distance      Geod. Az  |
 OZ1015|                                                           dddmmss.s |
 OZ1015| OZ1020 CAT                                 APPROX.15.4 KM 0402209.3 |
 OZ1015| OZ1040 MOUNTAIN HOME MUNICIPAL TANK        APPROX.24.9 KM 2395429.8 |
 OZ1015| OZ1017 CAMAS CAIRN                          18.050 METERS 25835     |
 OZ1015| OZ1019 CAMAS RM 2                           13.920 METERS 26627     |
 OZ1015| CD4367 CAMAS RM 1                            3.345 METERS 32728     |
 OZ1015|---------------------------------------------------------------------|
 OZ1015
 OZ1015                          SUPERSEDED SURVEY CONTROL
 OZ1015
 OZ1015  NAD 83(1986)-  43 14 56.52425(N)    115 26 03.10015(W) AD(       ) 1
 OZ1015  NAD 27      -  43 14 56.90100(N)    115 25 59.80700(W) AD(       ) 1
 OZ1015
 OZ1015.Superseded values are not recommended for survey control.
 OZ1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1015.See file dsdata.txt to determine how the superseded data were derived.
 OZ1015
 OZ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2711189661(NAD 83)
 OZ1015_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1015_SETTING: 80 = SET IN A BOULDER
 OZ1015_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 OZ1015
 OZ1015  HISTORY     - Date     Condition        Report By
 OZ1015  HISTORY     - 1915     MONUMENTED       CGS
 OZ1015  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OZ1015  HISTORY     - 1955     SEE DESCRIPTION  USGS
 OZ1015  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OZ1015
 OZ1015                          STATION DESCRIPTION
 OZ1015
 OZ1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CVH)
 OZ1015'ABOUT 16 MILES NORTHEAST OF MOUNTAIN HOME, ON THE HIGHEST POINT
 OZ1015'OF BENNETT MOUNTAIN, ABOUT 1/4 MILE SOUTHWEST OF THE DUG ROAD
 OZ1015'LEADING FROM THE MOUNTAIN HOME-ROCKY BAR ROAD NEAR CHARLES IRWINS
 OZ1015'RANCH TO THE TEX RILEY RANCH.  THE STATION IS MARKED BY A BRONZE
 OZ1015'TABLET IN A BOULDER AS DESCRIBED IN NOTE 5, THE BOULDER BEING
 OZ1015'ABOUT 1 METER (3 FEET) ABOVE THE SURFACE OF THE GROUND.  THE
 OZ1015'REFERENCE MARK, A BRONZE TABLET IN A BOULDER, NOTE 12D, IS 0.35
 OZ1015'METER (1.2 FEET) BELOW THE STATION MARK.  A 6-FOOT CAIRN
 OZ1015'MARKING THE U.S. GEOLOGICAL STATION IS NEAR BY.
 OZ1015
 OZ1015                          STATION RECOVERY (1935)
 OZ1015
 OZ1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 OZ1015'RECOVERED AS DESCRIBED.  ABOUT 8 MILES SOUTH OF THE LITTLE CAMAS
 OZ1015'PRAIRIE, ON THE HIGHEST AND THE NORTHERNMOST POINT OF THE
 OZ1015'MOUNTAINS KNOWN AS BENNETT MOUNTAINS.
 OZ1015'
 OZ1015'TO REACH FROM MOUNTAIN HOME, TURN EAST BETWEEN THE REXALL DRUG
 OZ1015'STORE AND THE LAMB CHEVROLET GARAGE AND GO 0.1 MILE, TURN LEFT
 OZ1015'AT THE BAPTIST CHURCH AND GO 0.4 MILE, TURN RIGHT AND GO 0.7
 OZ1015'MILE TO THE NORTHWEST CORNER OF THE CEMETERY AND A SIGN ROCKY
 OZ1015'BAR, ATLANTA ETC., CONTINUE STRAIGHT AHEAD FOR 16.5 MILES TO A
 OZ1015'SIGN CCC CAMP NO. 104, SMITH LBR. CO. ETC. ON THE LEFT AND A
 OZ1015'GATE ON THE RIGHT ROAD.  TURN RIGHT THROUGH THE GATE AND GO 0.4
 OZ1015'MILE, JUST AFTER CROSSING THE CREEK AND PASSING UNDER THE
 OZ1015'TELEPHONE LINE, TAKE THE RIGHT FORK AND GO 1.1 MILES, KEEP
 OZ1015'STRAIGHT AHEAD AT THE CROSS ROAD CONTINUING UP GRADE FOR 4.0
 OZ1015'MILES ON THE MAIN-TRAVELED ROAD TO THE END OF TRUCK TRAVEL,
 OZ1015'WHERE THERE IS A LARGE TREE WITH A TRIANGLE BLAZE AND ARROW JUST
 OZ1015'ABOVE INDICATING THE TRAIL TO TAKE AND ALSO POINTING TO
 OZ1015'THE PEAK WITH THE STATION.  FOLLOW THE TRAIL UP THROUGH THE
 OZ1015'TIMBER AND JUST AS THE CLEAR SPOT IS REACHED, TURN LEFT OFF
 OZ1015'TRAIL, HEADING TOWARDS THE STATION ON THE TOP OF THE BARE
 OZ1015'HILL.
 OZ1015
 OZ1015                          STATION RECOVERY (1955)
 OZ1015
 OZ1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 OZ1015'STATION WAS DESTROYED WHEN LOOKOUT WAS CONSTRUCTED.
 OZ1015'
 OZ1015'REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 OZ1015'
 OZ1015'FROM JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 68 IN
 OZ1015'MOUNTAIN HOME, DRIVE NE ALONG STATE HIGHWAY 68 FOR 17.2 MILES
 OZ1015'TO A CROSS-ROADS AND SIGN BENNETT LOOKOUT TOWER 7 MILES, TURN
 OZ1015'RIGHT SE ON LOOKOUT ROAD FOR 0.4 MILE TO ROAD FORK, TAKE RIGHT
 OZ1015'FORK FOR 1.1 MILE TO CROSS-ROADS, CONTINUE STRAIGHT AHEAD 4.3
 OZ1015'MILES TO T-ROAD AND SIGN BENNETT LOOKOUT 1 MILE, TURN RIGHT S
 OZ1015'1.0 MILE TO LOOKOUT AND STATION SITE.  THIS IS NOW A DRIVE
 OZ1015'STATION.
 OZ1015
 OZ1015                          STATION RECOVERY (1959)
 OZ1015
 OZ1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ1015'THE STATION MARK AND REFERENCE MARK NUMBER ONE HAVE BEEN DESTROYED
 OZ1015'BY GRADING FOR THE CONSTRUCTION OF A U.S. BUREAU OF LAND MANAGEMENT
 OZ1015'FIRE LOOKOUT TOWER.  ONLY REFERENCE MARK NUMBER TWO WAS
 OZ1015'RECOVERED.  IT IS A STANDARD DISK STAMPED CAMAS NO 2 1935
 OZ1015'CEMENTED IN A DRILL HOLE IN A 3-FOOT SQUARE BOULDER PROJECTING
 OZ1015'ABOUT 2 FEET FROM THE GROUND.  A NEW STATION CAMAS 2 WAS
 OZ1015'ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1016 ***********************************************************************
 OZ1016  DESIGNATION -  CAMAS 2
 OZ1016  PID         -  OZ1016
 OZ1016  STATE/COUNTY-  ID/ELMORE
 OZ1016  USGS QUAD   -  BENNETT MOUNTAIN (1986)
 OZ1016
 OZ1016                         *CURRENT SURVEY CONTROL
 OZ1016  ___________________________________________________________________
 OZ1016* NAD 83(1992)-  43 14 56.49380(N)    115 26 03.72042(W)     ADJUSTED  
 OZ1016* NAVD 88     -      2268.9    (meters)    7444.     (feet)  VERTCON   
 OZ1016  ___________________________________________________________________
 OZ1016  LAPLACE CORR-           9.00  (seconds)                    DEFLEC99
 OZ1016  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 OZ1016
 OZ1016  HORZ ORDER  -  SECOND
 OZ1016
 OZ1016.The horizontal coordinates were established by classical geodetic methods
 OZ1016.and adjusted by the National Geodetic Survey in July 1992..
 OZ1016
 OZ1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1016
 OZ1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1016
 OZ1016.The geoid height was determined by GEOID03.
 OZ1016
 OZ1016;                    North         East     Units Scale Factor Converg.
 OZ1016;SPC ID W     -   175,808.599   825,631.155   MT  0.99994141   +0 12 58.5
 OZ1016;UTM  11      - 4,789,659.263   627,096.610   MT  0.99979871   +1 04 22.3
 OZ1016
 OZ1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1016!SPC ID W     -   0.99964668  x   0.99994141  =   0.99958811
 OZ1016!UTM  11      -   0.99964668  x   0.99979871  =   0.99944546
 OZ1016
 OZ1016:                Primary Azimuth Mark                     Grid Az
 OZ1016:SPC ID W     -  CAT                                      040 11 24.1
 OZ1016:UTM  11      -  CAT                                      039 20 00.3
 OZ1016
 OZ1016|---------------------------------------------------------------------|
 OZ1016| PID    Reference Object                     Distance      Geod. Az  |
 OZ1016|                                                           dddmmss.s |
 OZ1016| OZ1020 CAT                                 APPROX.15.4 KM 0402422.6 |
 OZ1016|---------------------------------------------------------------------|
 OZ1016
 OZ1016                          SUPERSEDED SURVEY CONTROL
 OZ1016
 OZ1016  NAD 83(1986)-  43 14 56.49651(N)    115 26 03.71785(W) AD(       ) 2
 OZ1016  NAD 27      -  43 14 56.87030(N)    115 26 00.42610(W) AD(       ) 2
 OZ1016  NGVD 29 (07/19/86) 2267.8    (m)         7440.     (f) VERT ANG       
 OZ1016
 OZ1016.Superseded values are not recommended for survey control.
 OZ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1016.See file dsdata.txt to determine how the superseded data were derived.
 OZ1016
 OZ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2709789659(NAD 83)
 OZ1016_MARKER: DS = TRIANGULATION STATION DISK
 OZ1016_SETTING: 80 = SET IN A BOULDER
 OZ1016_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OZ1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ1016+STABILITY: SURFACE MOTION
 OZ1016
 OZ1016  HISTORY     - Date     Condition        Report By
 OZ1016  HISTORY     - 1959     MONUMENTED       CGS
 OZ1016  HISTORY     - 1973     MARK NOT FOUND   USGS
 OZ1016
 OZ1016                          STATION DESCRIPTION
 OZ1016
 OZ1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ1016'THE STATION IS LOCATED, AIRLINE, ABOUT 15-1/2 MILES EAST-NORTHEAST
 OZ1016'OF MOUNTAIN HOME, 8 MILES SOUTH OF ANDERSON RANCH DAM, AND 5-1/2
 OZ1016'MILES SOUTH-SOUTHWEST OF THE SOUTH END OF THE LITTLE CAMAS
 OZ1016'RESERVOIR ON THE SUMMIT OF BENNETT MOUNTAIN WEST OF THE FIRE
 OZ1016'LOOKOUT TOWER.
 OZ1016'
 OZ1016'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN HOME GO
 OZ1016'WEST 1/2 BLOCK ON MAIN STREET TO 3RD NORTH STREET WHICH IS STATE
 OZ1016'HIGHWAY 68.  TURN RIGHT AND CONTINUE NORTHERLY 17.0 MILES TO
 OZ1016'A FORK AND SIGN PRAIRIE ON THE LEFT AND A LOCKED GATE ON THE
 OZ1016'RIGHT.  THE KEY FOR THE GATE MAY BE OBTAINED FROM MR. JACK
 OZ1016'HANLEY.  TURN RIGHT THROUGH THE GATE AND CLIMB 5.3 MILES UP THE
 OZ1016'MOUNTAIN TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE 1.0 MILE
 OZ1016'TO THE TOP AND THE STATION.
 OZ1016'
 OZ1016'THE STATION MARK IS A STANDARD DISK STAMPED CAMAS 2 1959
 OZ1016'CEMENTED IN A DRILL HOLE IN A BOULDER 3 FEET SQUARE PROJECTING
 OZ1016'ABOUT 2 FEET ABOVE THE GROUND.
 OZ1016'
 OZ1016'REFERENCE MARK NUMBER TWO TO OLD STATION CAMAS IS IN THE SAME
 OZ1016'BOULDER AND IS A STANDARD DISK STAMPED CAMAS NO 2 1935.
 OZ1016'
 OZ1016'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED CAMAS 2
 OZ1016'NO 3 1959 CEMENTED IN A DRILL HOLE IN A 2 BY 3-FOOT BOULDER
 OZ1016'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 24
 OZ1016'INCHES LOWER THAN THE STATION ELEVATION AND IS 13.1 FEET
 OZ1016'NORTHEAST OF THE SOUTHERNMOST ANTENNA POLE.
 OZ1016'
 OZ1016'U.S.G.S. REFERENCE MARK NUMBER THREE STAMPED NO 3 1957 IS A
 OZ1016'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER 1-1/2 FEET
 OZ1016'BY 3-1/2 FEET.  IT IS ABOUT 4 FEET LOWER THAN THE STATION
 OZ1016'ELEVATION.
 OZ1016
 OZ1016                          STATION RECOVERY (1973)
 OZ1016
 OZ1016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WRB)
 OZ1016'A NEW LOOKOUT HAS BEEN BUILT ON THE SITE OF THE STATION AND IN THE
 OZ1016'PROCESS MUCH ROAD WORK AND LEVELING HAS BEEN DONE.  A THOURGH
 OZ1016'SEARCH OF THE AREA WAS MADE AND THE OLD USGS REFERENCE MARK WAS
 OZ1016'FOUND IN A BOULDER THAT MAY OR MAY NOT HAVE BEEN MOVED.  ALSO
 OZ1016'THE TABLET FOR THE OLD STATION CAMAS WAS FOUND IN A BOULDER THAT
 OZ1016'WAS USED IN ROCKWORK FOR CONSTRUCTION ON THE EAST FACE OF THE
 OZ1016'TOP.
 OZ1016'
 OZ1016'A SUPPLEMENTAL HORIZONTAL STATION WAS ESTABLISHED ON THE SITE
 OZ1016'AND FROM THIS POSITION AND ELEVATION A SECOND SEARCH WAS MADE
 OZ1016'AND FROM THIS IT WOULD SEEM THAT THE STATION IS MORE THAN
 OZ1016'LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1018 ***********************************************************************
 OZ1018  DESIGNATION -  CAMAS 3
 OZ1018  PID         -  OZ1018
 OZ1018  STATE/COUNTY-  ID/ELMORE
 OZ1018  USGS QUAD   -  BENNETT MOUNTAIN (1986)
 OZ1018
 OZ1018                         *CURRENT SURVEY CONTROL
 OZ1018  ___________________________________________________________________
 OZ1018* NAD 83(1992)-  43 14 56.86657(N)    115 26 03.02209(W)     ADJUSTED  
 OZ1018* NAVD 88     -      2268.0    (meters)    7441.     (feet)  VERTCON   
 OZ1018  ___________________________________________________________________
 OZ1018  LAPLACE CORR-           8.97  (seconds)                    DEFLEC99
 OZ1018  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 OZ1018
 OZ1018  HORZ ORDER  -  FIRST
 OZ1018
 OZ1018.The horizontal coordinates were established by classical geodetic methods
 OZ1018.and adjusted by the National Geodetic Survey in July 1992..
 OZ1018
 OZ1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1018
 OZ1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1018
 OZ1018.The geoid height was determined by GEOID03.
 OZ1018
 OZ1018;                    North         East     Units Scale Factor Converg.
 OZ1018;SPC ID W     -   175,820.161   825,646.864   MT  0.99994142   +0 12 59.0
 OZ1018;UTM  11      - 4,789,671.057   627,112.142   MT  0.99979876   +1 04 22.8
 OZ1018
 OZ1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1018!SPC ID W     -   0.99964682  x   0.99994142  =   0.99958826
 OZ1018!UTM  11      -   0.99964682  x   0.99979876  =   0.99944565
 OZ1018
 OZ1018:                Primary Azimuth Mark                     Grid Az
 OZ1018:SPC ID W     -  CAT                                      040 10 23.2
 OZ1018:UTM  11      -  CAT                                      039 18 59.4
 OZ1018
 OZ1018|---------------------------------------------------------------------|
 OZ1018| PID    Reference Object                     Distance      Geod. Az  |
 OZ1018|                                                           dddmmss.s |
 OZ1018| OZ1020 CAT                                 APPROX.15.4 KM 0402322.2 |
 OZ1018| CD4371 CAMAS 3 RM 5                          4.505 METERS 14757     |
 OZ1018| CD4370 CAMAS 3 RM 4                         21.505 METERS 24856     |
 OZ1018|---------------------------------------------------------------------|
 OZ1018
 OZ1018                          SUPERSEDED SURVEY CONTROL
 OZ1018
 OZ1018  NAD 83(1986)-  43 14 56.86646(N)    115 26 03.02085(W) AD(       ) 1
 OZ1018  NAD 27      -  43 14 57.24199(N)    115 25 59.72948(W) AD(       ) 1
 OZ1018  NGVD 29 (07/19/86) 2266.9    (m)         7437.     (f) VERT ANG       
 OZ1018
 OZ1018.Superseded values are not recommended for survey control.
 OZ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1018.See file dsdata.txt to determine how the superseded data were derived.
 OZ1018
 OZ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2711289671(NAD 83)
 OZ1018_MARKER: DH = HORIZONTAL CONTROL DISK
 OZ1018_SETTING: 80 = SET IN A BOULDER
 OZ1018_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 OZ1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ1018+STABILITY: SURFACE MOTION
 OZ1018
 OZ1018  HISTORY     - Date     Condition        Report By
 OZ1018  HISTORY     - 1982     MONUMENTED       NGS
 OZ1018
 OZ1018                          STATION DESCRIPTION
 OZ1018
 OZ1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 OZ1018'THE STATION IS LOCATED ON BENNETT MOUNTAIN, ABOUT 24.9 KM
 OZ1018'(15.5 MI) EAST-NORTHEAST OF MOUNTAIN HOME, 12.9 KM (8.0 MI) SOUTH
 OZ1018'OF ANDERSON RANCH DAM, 8.8 KM (5.5 MI) SOUTH-SOUTHWEST OF THE
 OZ1018'SOUTH END OF LITTLE CAMAS RESERVOIR AND 11 METERS NORTH OF THE
 OZ1018'BENNETT LOOKOUT TOWER.
 OZ1018'OWNERSHIP--U. S. BUREAU OF LAND MANAGEMENT, 3948 DEVELOPMENT,
 OZ1018'BOISE, IDAHO 83705. TELEPHONE 208-334-1497.
 OZ1018'
 OZ1018'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 84 AND U.S.
 OZ1018'HIGHWAY 20 ON THE NORTH EDGE OF MOUNTAIN HOME, GO NORTHEAST ON
 OZ1018'U.S. HIGHWAY 20 FOR 30.9KM (19.2 MI) TO A DIRT ROAD LEFT AND A
 OZ1018'SIGN BOISE NATIONAL FOREST ON THE RIGHT. CONTINUE AHEAD FOR O.2
 OZ1018'KM (0.15 MI) TO A DIRT ROAD RIGHT AND A LOCKED GREEN PIPE GATE.
 OZ1018'TURN RIGHT, PASS THROUGH GATE AND GO SOUTH UPHILL FOR 6.4 KM (4.
 OZ1018'(4.0 MI) TO A FORK. KEEP RIGHT ON MAIN TRAVELED ROAD FOR 2.1 KM
 OZ1018'(1.3 MI) TO TOP OF MOUNTAIN AND THE STATION ON THE LEFT.
 OZ1018'
 OZ1018'THE STATION IS A STANDARD NGS DISK
 OZ1018'STAMPED---CAMAS 3 1982---,
 OZ1018'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.52 METER
 OZ1018'LARGEST DIMENSION.  IT IS LOCATED
 OZ1018'15.55 METERS (51.0 FT) SOUTH FROM SOUTHEAST CORNER OF A BLOCK HOUSE
 OZ1018'3.20 METERS (9.8 FT) NORTHWEST FROM NORTH CORNER OF A BLOCK HOUSE
 OZ1018'2.10 METERS (6.6 FT) WEST FROM A POWER POLE.
 OZ1018'
 OZ1018'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK
 OZ1018'STAMPED---CAMAS 3 NO 4 1982---,
 OZ1018'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.49 METERS
 OZ1018'LARGEST DIMENSION.  IT IS LOCATED
 OZ1018'19.51 METERS (64.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 OZ1018'BLOCK HOUSE
 OZ1018'16.40 METERS (53.80 FT) WEST FROM THE NORTHWEST CORNER OF A BLOCK
 OZ1018'BUILDING
 OZ1018'7.92 METERS (26.00 FT) EAST FROM OF A CUTBANK.
 OZ1018'MARK IS ABOVE STATION 0.5 METERS.
 OZ1018'
 OZ1018'REFERENCE MARK NUMBER 05 IS A STANDARD NGS DISK
 OZ1018'STAMPED---CAMAS 3 NO 5 1982---,
 OZ1018'SET INTO THE TOP OF A 4 BY 4 FOOT CONCRETE STEP.
 OZ1018'IT IS LOCATED
 OZ1018'6.67 METERS (21.90 FT) NORTHWEST FROM THE NORTHEAST CORNER OF
 OZ1018'THE LOOKOUT TOWER
 OZ1018'2.87 METERS (9.4 FT) SOUTH FROM THE POWER POLE
 OZ1018'1.88 METERS (5.5 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 OZ1018'BLOCK BUILDING.
 OZ1018'MARK IS LEVEL WITH STATION.
 OZ1018'
 OZ1018'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF A BUILDING ON LINE.
 OZ1018'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 OZ1018'
 OZ1018'A KEY FOR THE LOCKED GATE WAS BORROWED FROM
 OZ1018'INTERMOUNTAIN COMMUNICATIONS, 115 EAST 6TH STREET,
 OZ1018'MOUNTAIN HOME, IDAHO. TELEPHONE 208-587-7122.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1017 ***********************************************************************
 OZ1017  DESIGNATION -  CAMAS CAIRN
 OZ1017  PID         -  OZ1017
 OZ1017  STATE/COUNTY-  ID/ELMORE
 OZ1017  USGS QUAD   -  BENNETT MOUNTAIN (1986)
 OZ1017
 OZ1017                         *CURRENT SURVEY CONTROL
 OZ1017  ___________________________________________________________________
 OZ1017* NAD 83(1992)-  43 14 56.41307(N)    115 26 03.88356(W)     ADJUSTED  
 OZ1017* NAVD 88     -      2269.     (meters)    7444.     (feet)  SCALED    
 OZ1017  ___________________________________________________________________
 OZ1017  LAPLACE CORR-           9.01  (seconds)                    DEFLEC99
 OZ1017  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 OZ1017
 OZ1017  HORZ ORDER  -  THIRD
 OZ1017
 OZ1017.The horizontal coordinates were established by classical geodetic methods
 OZ1017.and adjusted by the National Geodetic Survey in July 1992..
 OZ1017
 OZ1017.The orthometric height was scaled from a topographic map.
 OZ1017
 OZ1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1017
 OZ1017.The geoid height was determined by GEOID03.
 OZ1017
 OZ1017;                    North         East     Units Scale Factor Converg.
 OZ1017;SPC ID W     -   175,806.094   825,627.485   MT  0.99994141   +0 12 58.4
 OZ1017;UTM  11      - 4,789,656.704   627,092.978   MT  0.99979870   +1 04 22.2
 OZ1017
 OZ1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1017!SPC ID W     -   0.99964665  x   0.99994141  =   0.99958808
 OZ1017!UTM  11      -   0.99964665  x   0.99979870  =   0.99944542
 OZ1017
 OZ1017                          SUPERSEDED SURVEY CONTROL
 OZ1017
 OZ1017  NAD 83(1986)-  43 14 56.40849(N)    115 26 03.88446(W) AD(       ) 4
 OZ1017  NAD 27      -  43 14 56.78500(N)    115 26 00.59100(W) AD(       ) 3
 OZ1017
 OZ1017.Superseded values are not recommended for survey control.
 OZ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1017.See file dsdata.txt to determine how the superseded data were derived.
 OZ1017
 OZ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2709389657(NAD 83)
 OZ1017
 OZ1017  HISTORY     - Date     Condition        Report By
 OZ1017  HISTORY     - 1915     MONUMENTED       CGS
 OZ1017
 OZ1017                          STATION DESCRIPTION
 OZ1017
 OZ1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 OZ1017'SEE STATION CAMAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0810 ***********************************************************************
 OY0810  DESIGNATION -  CAMAS NAT WILDLIFE REFUGE LOT
 OY0810  PID         -  OY0810
 OY0810  STATE/COUNTY-  ID/JEFFERSON
 OY0810  USGS QUAD   -  RAYS LAKE (1964)
 OY0810
 OY0810                         *CURRENT SURVEY CONTROL
 OY0810  ___________________________________________________________________
 OY0810* NAD 83(1992)-  43 57 47.39137(N)    112 15 53.09960(W)     ADJUSTED  
 OY0810* NAVD 88     -                                                        
 OY0810  ___________________________________________________________________
 OY0810  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 OY0810  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 OY0810
 OY0810  HORZ ORDER  -  THIRD
 OY0810
 OY0810.The horizontal coordinates were established by classical geodetic methods
 OY0810.and adjusted by the National Geodetic Survey in July 1992..
 OY0810
 OY0810
 OY0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0810
 OY0810.The geoid height was determined by GEOID03.
 OY0810
 OY0810;                    North         East     Units Scale Factor Converg.
 OY0810;SPC ID E     -   255,107.202   192,128.667   MT  0.99994813   -0 04 05.1
 OY0810;UTM  12      - 4,868,559.052   398,536.776   MT  0.99972662   -0 52 41.0
 OY0810
 OY0810                          SUPERSEDED SURVEY CONTROL
 OY0810
 OY0810  NAD 83(1986)-  43 57 47.38538(N)    112 15 53.08782(W) AD(       ) 4
 OY0810  NAD 27      -  43 57 47.71500(N)    112 15 50.15600(W) AD(       ) 3
 OY0810
 OY0810.Superseded values are not recommended for survey control.
 OY0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0810.See file dsdata.txt to determine how the superseded data were derived.
 OY0810
 OY0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP9853768559(NAD 83)
 OY0810
 OY0810  HISTORY     - Date     Condition        Report By
 OY0810  HISTORY     - 1946     MONUMENTED       CGS
 OY0810  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OY0810
 OY0810                          STATION DESCRIPTION
 OY0810
 OY0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OY0810'THE STATION IS LOCATED ABOUT 4 MILES AIRLINE SOUTHEAST OF
 OY0810'HAMER, 2 MILES WEST OF HIGHWAY NO. 91.
 OY0810'
 OY0810'THE TOWER IS ABOUT 100 FEET IN HEIGHT, HAS AN 8 FOOT CROWS
 OY0810'NEST AT TOP, PAINTED SILVER.  IT IS ABOUT 130 FEET WEST OF AN
 OY0810'IRRIGATION DITCH AND 300 FEET SOUTH OF REFUGE HEADQUARTERS.
 OY0810'
 OY0810'THE OBJECT OBSERVED WAS THE TIP OF THE ROOF.
 OY0810
 OY0810                          STATION RECOVERY (1958)
 OY0810
 OY0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 OY0810'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 OY0810'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1337 ***********************************************************************
 QB1337  DESIGNATION -  CAMBRIDGE WATER TANK
 QB1337  PID         -  QB1337
 QB1337  STATE/COUNTY-  ID/WASHINGTON
 QB1337  USGS QUAD   -  CAMBRIDGE (1986)
 QB1337
 QB1337                         *CURRENT SURVEY CONTROL
 QB1337  ___________________________________________________________________
 QB1337* NAD 83(1992)-  44 34 22.02393(N)    116 40 43.79855(W)     ADJUSTED  
 QB1337* NAVD 88     -                                                        
 QB1337  ___________________________________________________________________
 QB1337  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 QB1337  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 QB1337
 QB1337  HORZ ORDER  -  THIRD
 QB1337
 QB1337.The horizontal coordinates were established by classical geodetic methods
 QB1337.and adjusted by the National Geodetic Survey in July 1992..
 QB1337
 QB1337
 QB1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1337
 QB1337.The geoid height was determined by GEOID03.
 QB1337
 QB1337;                    North         East     Units Scale Factor Converg.
 QB1337;SPC ID W     -   323,253.566   726,227.149   MT  1.00000024   -0 39 06.8
 QB1337;UTM  11      - 4,935,544.106   525,500.277   MT  0.99960800   +0 13 31.4
 QB1337
 QB1337                          SUPERSEDED SURVEY CONTROL
 QB1337
 QB1337  NAD 83(1986)-  44 34 22.02331(N)    116 40 43.79599(W) AD(       ) 4
 QB1337  NAD 27      -  44 34 22.43457(N)    116 40 40.23637(W) AD(       ) 3
 QB1337
 QB1337.Superseded values are not recommended for survey control.
 QB1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1337.See file dsdata.txt to determine how the superseded data were derived.
 QB1337
 QB1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK2550035544(NAD 83)
 QB1337
 QB1337  HISTORY     - Date     Condition        Report By
 QB1337  HISTORY     - 1966     MONUMENTED       CGS
 QB1337
 QB1337                          STATION DESCRIPTION
 QB1337
 QB1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1337'STATION IS LOCATED IN THE NORTHWEST PART OF THE CITY OF CAMBRIDGE
 QB1337'AND IS AN ELEVATED, STEEL TANK, SUPPORTED BY STEEL LEGS AND
 QB1337'IS PAINTED SILVER.
 QB1337'
 QB1337'THE POINT INTERSECTED WAS THE TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0621 ***********************************************************************
 QZ0621  DESIGNATION -  CAMEL
 QZ0621  PID         -  QZ0621
 QZ0621  STATE/COUNTY-  ID/IDAHO
 QZ0621  USGS QUAD   -  COTTONWOOD BUTTE (1977)
 QZ0621
 QZ0621                         *CURRENT SURVEY CONTROL
 QZ0621  ___________________________________________________________________
 QZ0621* NAD 83(1992)-  45 18 45.32936(N)    114 46 22.90954(W)     ADJUSTED  
 QZ0621* NAVD 88     -      2815.0    (meters)    9236.     (feet)  VERTCON   
 QZ0621  ___________________________________________________________________
 QZ0621  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 QZ0621  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 QZ0621
 QZ0621  HORZ ORDER  -  SECOND
 QZ0621
 QZ0621.The horizontal coordinates were established by classical geodetic methods
 QZ0621.and adjusted by the National Geodetic Survey in July 1992..
 QZ0621
 QZ0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0621
 QZ0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0621
 QZ0621.The geoid height was determined by GEOID03.
 QZ0621
 QZ0621;                    North         East     Units Scale Factor Converg.
 QZ0621;SPC ID W     -   405,508.004   876,605.814   MT  1.00000546   +0 41 40.6
 QZ0621;SPC ID C     -   405,340.056   439,384.533   MT  0.99999253   -0 32 58.6
 QZ0621;UTM  11      - 5,020,088.777   674,561.851   MT  0.99997467   +1 35 01.2
 QZ0621
 QZ0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0621!SPC ID W     -   0.99956101  x   1.00000546  =   0.99956647
 QZ0621!SPC ID C     -   0.99956101  x   0.99999253  =   0.99955355
 QZ0621!UTM  11      -   0.99956101  x   0.99997467  =   0.99953569
 QZ0621
 QZ0621|---------------------------------------------------------------------|
 QZ0621| PID    Reference Object                     Distance      Geod. Az  |
 QZ0621|                                                           dddmmss.s |
 QZ0621| CH6586 CAMEL RM 1                            8.854 METERS 14418     |
 QZ0621| CH6587 CAMEL RM 2                            8.745 METERS 21103     |
 QZ0621| CH6585 CAMEL AZ MK                                        2465205.5 |
 QZ0621|---------------------------------------------------------------------|
 QZ0621
 QZ0621                          SUPERSEDED SURVEY CONTROL
 QZ0621
 QZ0621  NAD 83(1986)-  45 18 45.33028(N)    114 46 22.90314(W) AD(       ) 2
 QZ0621  NAD 27      -  45 18 45.63800(N)    114 46 19.55300(W) AD(       ) 2
 QZ0621  NGVD 29 (07/19/86) 2813.5    (m)         9231.     (f) VERT ANG       
 QZ0621
 QZ0621.Superseded values are not recommended for survey control.
 QZ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0621.See file dsdata.txt to determine how the superseded data were derived.
 QZ0621
 QZ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL7456220089(NAD 83)
 QZ0621_MARKER: Z = SEE DESCRIPTION
 QZ0621_SETTING: 0 = UNSPECIFIED SETTING
 QZ0621
 QZ0621  HISTORY     - Date     Condition        Report By
 QZ0621  HISTORY     - 1945     MONUMENTED       CGS
 QZ0621  HISTORY     - 1961     GOOD             USGS
 QZ0621
 QZ0621                          STATION DESCRIPTION
 QZ0621
 QZ0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0621'THE STATION IS 5-1/2 MILES SSW OF THE PACK BRIDGE ACROSS THE
 QZ0621'SALMON RIVER AT HORSE CREEK AND 1-1/4 MILES ENE OF BEND MOUNTAIN
 QZ0621'IN THE IDAHO NATIONAL FOREST.  IT IS ON THE HIGHEST POINT OF
 QZ0621'THE SUMMIT OF CAMEL MOUNTAIN AND IS SET IN A 2- BY 4-FOOT
 QZ0621'BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 QZ0621'
 QZ0621'STATION MARK IS A BRONZE STATION DISK AND IS STAMPED CAMEL
 QZ0621'1945.
 QZ0621'
 QZ0621'REFERENCE MARK 1 IS ESE OF THE STATION AND ABOUT 7 FEET LOWER.
 QZ0621'IT IS IN A 3- BY 4-FOOT BOULDER WHICH IS FLUSH WITH THE SURFACE
 QZ0621'OF THE GROUND.  IT IS A BRONZE REFERENCE DISK AND IS STAMPED
 QZ0621'CAMEL NO 1 1945.
 QZ0621'
 QZ0621'REFERENCE MARK 2 IS S OF THE STATION AND ABOUT 1 FOOT LOWER.
 QZ0621'IT IS A BRONZE REFERENCE DISK SET IN A 2- BY 4-FOOT BOULDER
 QZ0621'AND IS STAMPED CAMEL NO 2 1945.
 QZ0621'
 QZ0621'THE AZIMUTH MARK IS ABOUT 1/2 MILE WSW OF THE STATION NEAR
 QZ0621'A SADDLE OF THE RIDGE ON WHICH THE STATION IS LOCATED.  IT IS IN
 QZ0621'A LARGE BOULDER 5 FEET DOWN ON THE N SIDE OF THE RIDGE.  THE
 QZ0621'BOULDER PROJECTS 1 FOOT.  IT IS A BRONZE AZIMUTH DISK AND IS
 QZ0621'STAMPED CAMEL 1945.
 QZ0621'
 QZ0621'TO REACH THE STATION FROM NORTH FORK, GO W ON THE ROAD DOWN THE
 QZ0621'SALMON RIVER FOR 45.5 MILES TO THE END OF THE ROAD.  CONTINUE
 QZ0621'W ON THE TRAIL DOWN THE N SIDE OF THE SALMON RIVER FOR 4
 QZ0621'MILES TO THE HORSE CREEK PACK BRIDGE.  CROSS THE BRIDGE, TAKE
 QZ0621'THE LEFT TRAIL FORK AND GO ABOUT 200 YARDS TO THE SALMON RIVER
 QZ0621'PACK BRIDGE.  CROSS THE SALMON RIVER AND FOLLOW THE ONLY TRAIL
 QZ0621'UP THE RIDGE FOR ABOUT 4 HOURS TO A FORKS AT A WATER TROUGH.
 QZ0621'TAKE THE RIGHT FORK AND GO ABOUT 1 MILE, CROSSING THE BUTTS
 QZ0621'POINT LANDING FIELD, TO ANOTHER FORKS AT THE E EDGE OF THE
 QZ0621'CLEARING.  TAKE THE RIGHT FORK AND GO ABOUT 1/4 MILE TO ANOTHER
 QZ0621'FORKS.  AGAIN TAKE THE RIGHT FORK AS PER SIGN COTTONWOOD
 QZ0621'L.O. AND GO FOR ABOUT 1-1/2 HOURS TO THE POINT WHERE THE
 QZ0621'TRAIL CROSSES BEND MOUNTAIN AND TRIANGULAR-BLAZED TREES
 QZ0621'ON EACH SIDE OF THE TRAIL.  HERE LEAVE THE TRAIL AND CLIMB E
 QZ0621'TO THE ROCKY SUMMIT OF BEND MOUNTAIN.  CONTINUE E ALONG THE
 QZ0621'HIGH RIDGE FOR ABOUT 200 YARDS TO THE AZIMUTH MARK.  AGAIN
 QZ0621'CONTINUE E ALONG THE CREST OF THE RIDGE FOR ABOUT 1/2
 QZ0621'MILE TO ITS NEXT SUMMIT AND THE STATION.
 QZ0621
 QZ0621                          STATION RECOVERY (1961)
 QZ0621
 QZ0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QZ0621'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0582 ***********************************************************************
 NT0582  DESIGNATION -  CAMP
 NT0582  PID         -  NT0582
 NT0582  STATE/COUNTY-  ID/CARIBOU
 NT0582  USGS QUAD   -  HENRY (1981)
 NT0582
 NT0582                         *CURRENT SURVEY CONTROL
 NT0582  ___________________________________________________________________
 NT0582* NAD 83(1992)-  42 57 42.12342(N)    111 33 06.85831(W)     ADJUSTED  
 NT0582* NAVD 88     -      2357.     (meters)    7733.     (feet)  SCALED    
 NT0582  ___________________________________________________________________
 NT0582  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 NT0582  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 NT0582
 NT0582  HORZ ORDER  -  THIRD
 NT0582
 NT0582.The horizontal coordinates were established by classical geodetic methods
 NT0582.and adjusted by the National Geodetic Survey in July 1992..
 NT0582
 NT0582.The orthometric height was scaled from a topographic map.
 NT0582
 NT0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0582
 NT0582.The geoid height was determined by GEOID03.
 NT0582
 NT0582;                    North         East     Units Scale Factor Converg.
 NT0582;SPC ID E     -   144,027.436   250,156.808   MT  0.99997831   +0 25 08.3
 NT0582;UTM  12      - 4,756,709.516   454,987.146   MT  0.99962493   -0 22 34.1
 NT0582
 NT0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0582!SPC ID E     -   0.99963225  x   0.99997831  =   0.99961057
 NT0582!UTM  12      -   0.99963225  x   0.99962493  =   0.99925732
 NT0582
 NT0582:                Primary Azimuth Mark                     Grid Az
 NT0582:SPC ID E     -  LIMEROCK                                 321 04 49.5
 NT0582:UTM  12      -  LIMEROCK                                 321 52 31.9
 NT0582
 NT0582|---------------------------------------------------------------------|
 NT0582| PID    Reference Object                     Distance      Geod. Az  |
 NT0582|                                                           dddmmss.s |
 NT0582| OX0705 LIMEROCK                            APPROX. 7.0 KM 3212957.8 |
 NT0582|---------------------------------------------------------------------|
 NT0582
 NT0582                          SUPERSEDED SURVEY CONTROL
 NT0582
 NT0582  NAD 83(1986)-  42 57 42.11405(N)    111 33 06.84968(W) AD(       ) 3
 NT0582  NAD 27      -  42 57 42.40762(N)    111 33 04.03520(W) AD(       ) 3
 NT0582
 NT0582.Superseded values are not recommended for survey control.
 NT0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0582.See file dsdata.txt to determine how the superseded data were derived.
 NT0582
 NT0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN5498756710(NAD 83)
 NT0582_MARKER: DD = SURVEY DISK
 NT0582_SETTING: 66 = SET IN ROCK OUTCROP
 NT0582_SP_SET: SET IN ROCK OUTCROP
 NT0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0582+STABILITY: POSITION/ELEVATION WELL
 NT0582
 NT0582  HISTORY     - Date     Condition        Report By
 NT0582  HISTORY     - 1915     MONUMENTED       USGS
 NT0582
 NT0582                          STATION DESCRIPTION
 NT0582
 NT0582'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 NT0582'IN NE. CORNER OF SECTION 29, T 5 S, R 42 E, BOISE MERIDIAN.  ABOUT 7
 NT0582'MI. N. OF TOWN OF HENRY ON SUMMIT OF SHARP RIDGE NW. OF GOOSE LAKE.
 NT0582'CAN BE REACHED FROM ANY DIRECTION.
 NT0582'
 NT0582'STATION MARK--BRONZE TRIANGULATION TABLET CEMENTED IN ROCK.
 NT0582'
 NT0582'REFERENCE MARK A--CHISELED CROSS IN ROCK, 8.8 FT. FROM STATION MARK,
 NT0582'S 53 DEG 49 MIN E.
 NT0582'
 NT0582'REFERENCE MARK B--CHISELED CROSS IN ROCK, 11.3 FT. FROM STATION MARK,
 NT0582'N 73 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1031 ***********************************************************************
 OZ1031  DESIGNATION -  CAMP
 OZ1031  PID         -  OZ1031
 OZ1031  STATE/COUNTY-  ID/ELMORE
 OZ1031  USGS QUAD   -  REVERSE (1992)
 OZ1031
 OZ1031                         *CURRENT SURVEY CONTROL
 OZ1031  ___________________________________________________________________
 OZ1031* NAD 83(1992)-  43 04 29.08061(N)    115 35 53.73031(W)     ADJUSTED  
 OZ1031* NAVD 88     -       989.8    (meters)    3247.     (feet)  VERTCON   
 OZ1031  ___________________________________________________________________
 OZ1031  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 OZ1031  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 OZ1031
 OZ1031  HORZ ORDER  -  SECOND
 OZ1031
 OZ1031.The horizontal coordinates were established by classical geodetic methods
 OZ1031.and adjusted by the National Geodetic Survey in July 1992..
 OZ1031
 OZ1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1031
 OZ1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1031
 OZ1031.The geoid height was determined by GEOID03.
 OZ1031
 OZ1031;                    North         East     Units Scale Factor Converg.
 OZ1031;SPC ID W     -   156,410.740   812,357.324   MT  0.99993521   +0 06 13.1
 OZ1031;UTM  11      - 4,770,068.559   614,115.842   MT  0.99976020   +0 57 26.7
 OZ1031
 OZ1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1031!SPC ID W     -   0.99984731  x   0.99993521  =   0.99978253
 OZ1031!UTM  11      -   0.99984731  x   0.99976020  =   0.99960754
 OZ1031
 OZ1031|---------------------------------------------------------------------|
 OZ1031| PID    Reference Object                     Distance      Geod. Az  |
 OZ1031|                                                           dddmmss.s |
 OZ1031| CD4372 CAMP RM 1                            13.383 METERS 17735     |
 OZ1031| CD4373 CAMP RM 2                            18.633 METERS 26643     |
 OZ1031| OZ0638 H 87                                               3425337.9 |
 OZ1031|---------------------------------------------------------------------|
 OZ1031
 OZ1031                          SUPERSEDED SURVEY CONTROL
 OZ1031
 OZ1031  NAD 83(1986)-  43 04 29.08139(N)    115 35 53.72524(W) AD(       ) 2
 OZ1031  NAD 27      -  43 04 29.45470(N)    115 35 50.43270(W) AD(       ) 2
 OZ1031  NGVD 29 (07/19/86)  988.9    (m)         3244.     (f) VERT ANG       
 OZ1031
 OZ1031.Superseded values are not recommended for survey control.
 OZ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1031.See file dsdata.txt to determine how the superseded data were derived.
 OZ1031
 OZ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1411670069(NAD 83)
 OZ1031_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ1031
 OZ1031  HISTORY     - Date     Condition        Report By
 OZ1031  HISTORY     - 1959     MONUMENTED       CGS
 OZ1031  HISTORY     - 1983     GOOD             LOCENG
 OZ1031
 OZ1031                          STATION DESCRIPTION
 OZ1031
 OZ1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1031'THE STATION IS 6 MILES SOUTHEAST OF MOUNTAIN HOME, 2.5 MILES
 OZ1031'NORTHEAST OF U.S. HIGHWAY 30 AND 0.5 MILE SOUTH OF A PAVED
 OZ1031'ROAD, ON THE SUMMIT OF A FLAT GRASS COVERED HILL, THE HIGHEST
 OZ1031'IN THE VICINITY.
 OZ1031'
 OZ1031'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 OZ1031'AND STATE ROUTE 68 IN MOUNTAIN HOME GO SOUTH ON U.S. HIGHWAY
 OZ1031'30 FOR 0.15 MILE TO WHERE THE HIGHWAY BEARS RIGHT AND MAIN
 OZ1031'STREET KEEPS STRAIGHT AHEAD, KEEP STRAIGHT AHEAD, SOUTHEAST,
 OZ1031'ON MAIN STREET FOR 3.1 MILES TO A T ROAD AT THE END OF THE
 OZ1031'PAVEMENT.  HERE TURN LEFT, EAST, FOR 3.0 MILES TO THE BENCH
 OZ1031'MARK ON THE LEFT AT THE POWER LINE CROSSING, TURN RIGHT,
 OZ1031'SOUTHEAST ALONG THE POWER LINE ROAD FOR 0.3 MILE TO A FORK,
 OZ1031'KEEP THE RIGHT FORK FOR 0.6 MILE TO THE SUMMIT OF THE HILL
 OZ1031'AND THE STATION SITE.
 OZ1031'
 OZ1031'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OZ1031'POST PROJECTING 2 INCHES AND STAMPED CAMP 1959.  IT IS 4 FEET
 OZ1031'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 OZ1031'
 OZ1031'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OZ1031'POST FLUSH WITH THE SURROUNDING SURFACE AND STAMPED CAMP
 OZ1031'NO 1 1959.
 OZ1031'
 OZ1031'REFERENCE MARK 2 IS A STANDARD DISK SET IN A CYLINDRICAL POST
 OZ1031'PROJECTING 2 INCHES AND STAMPED CAMP NO 2 1959.
 OZ1031'
 OZ1031'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK SET IN A SQUARE
 OZ1031'CONCRETE POST PROJECTING 2 INCHES AND STAMPED H 87 1959.  IT
 OZ1031'IS 71 FEET NORTH OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTHEAST
 OZ1031'OF A POWER POLE 722 AND 0.7 FOOT SOUTHEAST OF A METAL WITNESS
 OZ1031'POST WITH SIGN ATTACHED.
 OZ1031'
 OZ1031'A GLO 1/4 CORNER MARKER IS 362 FEET NORTH OF THE STATION AND
 OZ1031'2 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 OZ1031'BRONZE CAP ATTACHED TO THE TOP OF A 3/4-INCH PIPE PROJECTING
 OZ1031'18 INCHES AND STAMPED 1/4 S15 S14 1941.
 OZ1031'
 OZ1031'A 2-WHEEL DRIVE STATION.
 OZ1031
 OZ1031                          STATION RECOVERY (1983)
 OZ1031
 OZ1031'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 OZ1031'CAMP 1959 RECOVERED GOOD.
 OZ1031'
 OZ1031'ALL MARKS INCLUDING R.M. 1 (STAMPED CAMP NO 1 1959), R.M. 2 (STAMPED
 OZ1031'CAMP NO 2 1959), THE AZIMUTH MARK (STAMPED H87 1959), AND THE GLO
 OZ1031'1/4 CORNER (STAMPED 1/4 S15 S14 1941) WERE RECOVERED IN GOOD
 OZ1031'CONDITION AS DESCRIBED.  THE DISTANCE FROM R.M. 1 TO R.M. 2
 OZ1031'(74.72 FT.) CHECKS.  THE METAL SIGN AND SIGN POST HAD BEEN
 OZ1031'UNEARTHED.  THE POST WAS RESET 4.3 FT. NORTH OF THE STATION
 OZ1031'MARK.  THE METAL WITNESS POST AT THE AZIMUTH MARK HAS BEEN BROKEN
 OZ1031'OFF.  THE 3/4-INCH PIPE SUPPORTING THE GLO 1/4 CORNER MARK IS
 OZ1031'LOOSE IN THE GROUND.  THE TO REACH INSTRUCTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1296 ***********************************************************************
 QB1296  DESIGNATION -  CAMP
 QB1296  PID         -  QB1296
 QB1296  STATE/COUNTY-  ID/WASHINGTON
 QB1296  USGS QUAD   -  MIDVALE (1986)
 QB1296
 QB1296                         *CURRENT SURVEY CONTROL
 QB1296  ___________________________________________________________________
 QB1296* NAD 83(1992)-  44 22 30.12566(N)    116 41 27.86127(W)     ADJUSTED  
 QB1296* NAVD 88     -      1261.6    (meters)    4139.     (feet)  VERTCON   
 QB1296  ___________________________________________________________________
 QB1296  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 QB1296  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 QB1296
 QB1296  HORZ ORDER  -  FIRST
 QB1296
 QB1296.The horizontal coordinates were established by classical geodetic methods
 QB1296.and adjusted by the National Geodetic Survey in July 1992..
 QB1296
 QB1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1296
 QB1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1296
 QB1296.The geoid height was determined by GEOID03.
 QB1296
 QB1296;                    North         East     Units Scale Factor Converg.
 QB1296;SPC ID W     -   301,291.883   725,002.146   MT  1.00000248   -0 39 29.4
 QB1296;UTM  11      - 4,913,574.916   524,611.437   MT  0.99960745   +0 12 57.8
 QB1296
 QB1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1296!SPC ID W     -   0.99980482  x   1.00000248  =   0.99980730
 QB1296!UTM  11      -   0.99980482  x   0.99960745  =   0.99941235
 QB1296
 QB1296:                Primary Azimuth Mark                     Grid Az
 QB1296:SPC ID W     -  CAMP AZ MK                               041 21 30.9
 QB1296:UTM  11      -  CAMP AZ MK                               040 29 03.7
 QB1296
 QB1296|---------------------------------------------------------------------|
 QB1296| PID    Reference Object                     Distance      Geod. Az  |
 QB1296|                                                           dddmmss.s |
 QB1296| CD4374 CAMP AZ MK                                         0404201.5 |
 QB1296| QB1281 SNOWBANK MTN RADAR DOME             APPROX.44.8 KM 0800951.6 |
 QB1296| CD4376 CAMP RM 3                            10.687 METERS 10249     |
 QB1296| CD4375 CAMP RM 1                            11.621 METERS 23619     |
 QB1296| QB1295 MIDVALE WATER TANK                  APPROX.11.1 KM 3422554.3 |
 QB1296|---------------------------------------------------------------------|
 QB1296
 QB1296                          SUPERSEDED SURVEY CONTROL
 QB1296
 QB1296  NAD 83(1986)-  44 22 30.12619(N)    116 41 27.86054(W) AD(       ) 1
 QB1296  NAD 27      -  44 22 30.54386(N)    116 41 24.29717(W) AD(       ) 1
 QB1296  NGVD 29 (07/19/86) 1260.5    (m)         4135.     (f) VERT ANG       
 QB1296
 QB1296.Superseded values are not recommended for survey control.
 QB1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1296.See file dsdata.txt to determine how the superseded data were derived.
 QB1296
 QB1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK2461113575(NAD 83)
 QB1296_MARKER: DD = SURVEY DISK
 QB1296_SETTING: 66 = SET IN ROCK OUTCROP
 QB1296_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QB1296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1296+STABILITY: POSITION/ELEVATION WELL
 QB1296
 QB1296  HISTORY     - Date     Condition        Report By
 QB1296  HISTORY     - 1966     MONUMENTED       CGS
 QB1296  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QB1296
 QB1296                          STATION DESCRIPTION
 QB1296
 QB1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1296'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH-SOUTHEAST OF MIDVALE,
 QB1296'4 MILES WEST OF CRANE CREEK RESERVOIR AND ON A ROCKY MESA
 QB1296'WHICH OVERLOOKS A FORK OF CRANE CREEK TO THE SOUTH.
 QB1296'
 QB1296'TO REACH FROM THE MAIN INTERSECTION IN MIDVALE, GO EASTERLY
 QB1296'ON A PAVED ROAD FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT ON
 QB1296'THE MAIN ROAD FOR 5.8 MILES TO SIDE ROAD RIGHT AND METAL GATE,
 QB1296'TURN RIGHT, PASS THROUGH THE GATE AND FOLLOW A FIELD ROAD FOR
 QB1296'1.7 MILES TO A FORK AND A STOCK POND ON THE LEFT, KEEP THE
 QB1296'RIGHT FORK FOR 0.4 MILE TO A POWERLINE, TURN RIGHT AND FOLLOW
 QB1296'THE POWERLINE ROAD FOR 0.95 MILE TO POWERPOLE NO. 145 AND THE
 QB1296'END OF TRUCK TRAVEL.  PACK SOUTHWEST UP THE FIRST RIDGE TO THE
 QB1296'AZIMUTH MARK ON THE SOUTH SIDE OF A ROCKY AREA, CONTINUE
 QB1296'WESTERLY, CROSSING A LOW FLAT AND UP LOW RIDGE TO STATION ON
 QB1296'THE HIGHEST PART OF THE MESA.  1-HOUR PACK.
 QB1296'
 QB1296'STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK,
 QB1296'STAMPED CAMP 1954, CEMENTED IN A DRILL HOLE IN AN OUTCROP
 QB1296'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 41 FEET
 QB1296'WEST OF A CAIRN AND 36 FEET NORTH OF A CAIRN.
 QB1296'
 QB1296'REFERENCE MARK 1 IS A U.S. GEOLOGICAL REFERENCE DISK, STAMPED
 QB1296'CAMP NO 1 1954, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 QB1296'IS FLUSH WITH THE GROUND.  IT IS 37 FEET WEST-NORTHWEST OF
 QB1296'A CAIRN AND 15 FEET NORTH OF THE SOUTH EDGE OF THE MESA.
 QB1296'
 QB1296'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CAMP USGS NO 3
 QB1296'1966, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 QB1296'ABOUT 1 FOOT ABOVE THE GROUND.  IT IS 43.5 FEET NORTHEAST
 QB1296'OF A CAIRN AND 6 FEET WEST OF A CAIRN.
 QB1296'
 QB1296'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMP USGS 1966,
 QB1296'CEMENTED IN A DRILL HOLE IN AN OUTCROP FLUSH WITH THE GROUND.
 QB1296'IT IS 5.5 FEET WEST OF A WITNESS POST, 5.0 FEET NORTH OF THE
 QB1296'SOUTH EDGE OF A HILL AND ABOUT 0.1 MILE WEST OF A POWERLINE.
 QB1296
 QB1296                          STATION RECOVERY (1977)
 QB1296
 QB1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JJP)
 QB1296'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN
 QB1296'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1302 ***********************************************************************
 RA1302  DESIGNATION -  CAMP
 RA1302  PID         -  RA1302
 RA1302  STATE/COUNTY-  ID/ADAMS
 RA1302  USGS QUAD   -  INDIAN MOUNTAIN (1963)
 RA1302
 RA1302                         *CURRENT SURVEY CONTROL
 RA1302  ___________________________________________________________________
 RA1302* NAD 83(1992)-  45 12 52.55505(N)    116 20 26.24133(W)     ADJUSTED  
 RA1302* NAVD 88     -      1606.9    (meters)    5272.     (feet)  VERTCON   
 RA1302  ___________________________________________________________________
 RA1302  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 RA1302  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 RA1302
 RA1302  HORZ ORDER  -  SECOND
 RA1302
 RA1302.The horizontal coordinates were established by classical geodetic methods
 RA1302.and adjusted by the National Geodetic Survey in July 1992..
 RA1302
 RA1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1302
 RA1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1302
 RA1302.The geoid height was determined by GEOID03.
 RA1302
 RA1302;                    North         East     Units Scale Factor Converg.
 RA1302;SPC ID W     -   394,323.456   753,608.539   MT  0.99995979   -0 25 09.1
 RA1302;UTM  11      - 5,007,001.490   551,774.659   MT  0.99963296   +0 28 04.8
 RA1302
 RA1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1302!SPC ID W     -   0.99975050  x   0.99995979  =   0.99971030
 RA1302!UTM  11      -   0.99975050  x   0.99963296  =   0.99938355
 RA1302
 RA1302|---------------------------------------------------------------------|
 RA1302| PID    Reference Object                     Distance      Geod. Az  |
 RA1302|                                                           dddmmss.s |
 RA1302| CH6594 CAMP RM 2                            12.760 METERS 14540     |
 RA1302| RA1314 INDIAN                              APPROX. 6.1 KM 3403827.1 |
 RA1302| CH6593 CAMP RM 1                             6.450 METERS 34814     |
 RA1302|---------------------------------------------------------------------|
 RA1302
 RA1302                          SUPERSEDED SURVEY CONTROL
 RA1302
 RA1302  NAD 83(1986)-  45 12 52.55555(N)    116 20 26.24006(W) AD(       ) 2
 RA1302  NAD 27      -  45 12 52.96415(N)    116 20 22.78397(W) AD(       ) 2
 RA1302  NGVD 29 (07/19/86) 1605.8    (m)         5268.     (f) VERT ANG       
 RA1302
 RA1302.Superseded values are not recommended for survey control.
 RA1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1302.See file dsdata.txt to determine how the superseded data were derived.
 RA1302
 RA1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5177507001(NAD 83)
 RA1302_MARKER: DS = TRIANGULATION STATION DISK
 RA1302_SETTING: 66 = SET IN ROCK OUTCROP
 RA1302_SP_SET: SET IN ROCK OUTCROP
 RA1302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1302+STABILITY: POSITION/ELEVATION WELL
 RA1302
 RA1302  HISTORY     - Date     Condition        Report By
 RA1302  HISTORY     - 1946     MONUMENTED       CGS
 RA1302  HISTORY     - 1962     GOOD             USGS
 RA1302  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 RA1302
 RA1302                          STATION DESCRIPTION
 RA1302
 RA1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1302'STATION IS LOCATED ON THE HIGHEST POINT OF A BARE ROCKY HILL LYING
 RA1302'BETWEEN FALL AND CAMP CREEKS, ABOUT 1.3 MILES (AIR LINE) W OF THE
 RA1302'LITTLE SALMON RIVER, ABOUT 6.9 MILES (AIR LINE) S OF THE POLLOCK
 RA1302'POST OFFICE, IN THE SE 1/4 SEC. 28, T. 22 N., R. 1 E.
 RA1302'
 RA1302'STATION MARK, STAMPED CAMP 1946, IS A BRONZE STATION DISK SET IN A
 RA1302'LARGE ROCK OUTCROP, 2 BY 3 FEET, ON THE POINTED KNOB OF THE HILL.
 RA1302'
 RA1302'REFERENCE MARK 1, STAMPED CAMP NO 1 1946, IS A BRONZE REFERENCE DISK
 RA1302'SET IN A LARGE CLUSTER OF BASALT, 2 BY 5 FEET, PROJECTING 20 INCHES,
 RA1302'ON ROCKY SLOPE OF THE HILL TO THE N OF STATION.  IT IS 2 FEET LOWER
 RA1302'THAN STATION.
 RA1302'
 RA1302'REFERENCE MARK 2, STAMPED CAMP NO 2 1946, IS A BRONZE REFERENCE DISK
 RA1302'SET IN BASALT OUTCROP, 2 BY 4 FEET, PROJECTING ABOUT 2 FEET, AND IS
 RA1302'ON ROCKY SLOPE OF THE HILL TO THE S OF STATION.  IT IS 2 FEET LOWER
 RA1302'THAN STATION.
 RA1302'
 RA1302'TO REACH THE STATION FROM THE POST OFFICE IN RIGGINS, DRIVE S ON
 RA1302'U.S. HIGHWAY 95 FOR 8.9 MILES TO THE POLLOCK POST OFFICE ON RIGHT,
 RA1302'CONTINUE S ON HIGHWAY 95 FOR 6.85 MILES TO CEMENT BRIDGE OVER FALL
 RA1302'CREEK, CONTINUE S ON HIGHWAY FOR 0.15 MILE TO A BOARD GATE ON
 RA1302'RIGHT AT TWO SMALL BARNS AND THE END OF TRUCK TRAVEL.  THE PLACE
 RA1302'ON THE RIGHT BELONGS TO MR. BARTON.  FROM THE BARNS PACK SSW
 RA1302'AROUND POINT OF RIDGE CROSSING OVER AN OLD ROAD AND KEEPING BELOW
 RA1302'THE HEAVY TIMBER, FOLLOW AROUND THE SLOPE OF RIDGE CROSSING A
 RA1302'SMALL IRRIGATION DITCH, THEN FOLLOW THE OPEN RIDGE W, FOLLOWING
 RA1302'STOCK TRAIL WHEN POSSIBLE FOR ABOUT 3/4 MILE TO THE N POINT OF A
 RA1302'ROCKY RIDGE AT CUT BLAZE ON LARGE PINE TREE, HERE FOLLOW ALONG TOP
 RA1302'OF RIDGE S FOR ABOUT 0.3 MILE TO SADDLE AT TRIANGLE BLAZE ON
 RA1302'LARGE PINE TREE ON LEFT (STATION CAMP AZIMUTH IS 30 YARDS SSE OF
 RA1302'BLAZED TREE), FROM HERE FOLLOW ALONG TOP OF RIDGE W FOR ABOUT 1/2
 RA1302'MILE TO THE HIGHEST POINT OF BARE ROCKY HILL AND STATION SITE.  A 3
 RA1302'HOUR PACK.
 RA1302
 RA1302                          STATION RECOVERY (1962)
 RA1302
 RA1302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RA1302'DESCRIPTION AND POSITION LISTED IN NGS QUAD 45116-2, STATION 1005.
 RA1302'
 RA1302'NOTE BY USGS, 1962--FOUND AS DESCRIBED, ALL MARKS FOUND IN GOOD
 RA1302'CONDITION.
 RA1302'
 RA1302'STATION MARK--A BRONZE STATION DISK STAMPED---CAMP 1946---, SET IN
 RA1302'A LARGE ROCK OUTCROP, 2 BY 3 FT.
 RA1302
 RA1302                          STATION RECOVERY (1983)
 RA1302
 RA1302'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 RA1302'CAMP 1946 DESTROYED.
 RA1302'
 RA1302'THE STATION LOCATION WAS EVIDENT BUT THE DISK WAS GONE.  R.M. 1
 RA1302'(STAMPED CAMP NO 1 1946), R.M. 2 (STAMPED CAMP NO 2 1946), AND THE
 RA1302'AZIMUTH MARK (STAMPED CAMP AZI 1946), WERE RECOVERED IN GOOD
 RA1302'CONDITION AS DESCRIBED.  THERE WAS NO SIGN POST.  THE MORTAR WORK ON
 RA1302'R.M. 1 AND R.M. 2 WAS REPAIRED.  THE AZIMUTH MARK CANNOT BE SEEN
 RA1302'FROM THE STATION MARK WITHOUT CUTTING OR TOPPING SOME
 RA1302'SECOND-GROWTH TIMBER NEAR THE AZIMUTH MARK.
 RA1302'
 RA1302'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 95 AND STATE
 RA1302'HIGHWAY 55 IN NEW MEADOWS, GO NORTH ON U. S. 95 FOR 18.3 MILES TO A
 RA1302'SIDE ROAD ON THE LEFT.  TAKE THE SIDE ROAD FOR ABOUT 0.1 MILE TO
 RA1302'THE JOHN BEESON RESIDENCE AND THE END OF TRUCK TRAVEL.  PACK
 RA1302'WESTERLY ALONG A BRUSHY TRAIL THROUGH THE BEESON PLACE FOR ABOUT
 RA1302'0.2 MILE, CROSS TO THE NORTH SIDE OF CAMP CREEK, AND CLIMB NORTH
 RA1302'TO THE CREST OF AN EAST-WEST RIDGE.  CONTINUE WESTERLY ALONG THE
 RA1302'CREST OF THE RIDGE FOR ABOUT 1-1/2 MILES, PASSING CAMP AZIMUTH MARK
 RA1302'AT 3/4 MILE, TO THE SUMMIT OF A POINTED KNOB ON THE RIDGE AND THE
 RA1302'STATION.  ABOUT A 3-HOUR PACK, ROUND TRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1824 ***********************************************************************
 RZ1824  DESIGNATION -  CAMP
 RZ1824  PID         -  RZ1824
 RZ1824  STATE/COUNTY-  ID/NEZ PERCE
 RZ1824  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ1824
 RZ1824                         *CURRENT SURVEY CONTROL
 RZ1824  ___________________________________________________________________
 RZ1824* NAD 83(1992)-  46 05 33.71850(N)    116 54 20.72386(W)     ADJUSTED  
 RZ1824* NAVD 88     -      1370.3    (meters)    4496.     (feet)  VERTCON   
 RZ1824  ___________________________________________________________________
 RZ1824  LAPLACE CORR-          17.21  (seconds)                    DEFLEC99
 RZ1824  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 RZ1824
 RZ1824  HORZ ORDER  -  FIRST
 RZ1824
 RZ1824.The horizontal coordinates were established by classical geodetic methods
 RZ1824.and adjusted by the National Geodetic Survey in July 1992..
 RZ1824
 RZ1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1824
 RZ1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1824
 RZ1824.The geoid height was determined by GEOID03.
 RZ1824
 RZ1824;                    North         East     Units Scale Factor Converg.
 RZ1824;SPC ID W     -   492,392.848   710,627.087   MT  1.00003149   -0 49 57.8
 RZ1824;SPC WA S     -    90,734.926   777,846.911   MT  0.99995129   +2 36 39.0
 RZ1824;SPC WA S     -   297,686.17  2,551,986.07   sFT  0.99995129   +2 36 39.0
 RZ1824;SPC OR N     -   275,780.646 2,777,871.866   MT  1.00002490   +2 32 56.4
 RZ1824;SPC OR N     -   904,792.15  9,113,752.84   iFT  1.00002490   +2 32 56.4
 RZ1824;UTM  11      - 5,104,351.452   507,285.286   MT  0.99960065   +0 04 04.4
 RZ1824
 RZ1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1824!SPC ID W     -   0.99978791  x   1.00003149  =   0.99981940
 RZ1824!SPC WA S     -   0.99978791  x   0.99995129  =   0.99973921
 RZ1824!SPC OR N     -   0.99978791  x   1.00002490  =   0.99981281
 RZ1824!UTM  11      -   0.99978791  x   0.99960065  =   0.99938865
 RZ1824
 RZ1824|---------------------------------------------------------------------|
 RZ1824| PID    Reference Object                     Distance      Geod. Az  |
 RZ1824|                                                           dddmmss.s |
 RZ1824| CH6589 CAMP RM 1                             4.870 METERS 06838     |
 RZ1824| CH6588 CAMP AZ MK                                         1420413.8 |
 RZ1824| CH6590 CAMP RM 2                             2.240 METERS 15920     |
 RZ1824| RZ1825 CAMP CAIRN                            2.300 METERS 28606     |
 RZ1824|---------------------------------------------------------------------|
 RZ1824
 RZ1824                          SUPERSEDED SURVEY CONTROL
 RZ1824
 RZ1824  NAD 83(1991)-  46 05 33.71830(N)    116 54 20.72384(W) AD(       ) 1
 RZ1824  NAD 83(1986)-  46 05 33.72190(N)    116 54 20.72115(W) AD(       ) 1
 RZ1824  NAD 27      -  46 05 34.17572(N)    116 54 17.19842(W) AD(       ) 1
 RZ1824  NGVD 29 (07/19/86) 1369.2    (m)         4492.     (f) VERT ANG       
 RZ1824
 RZ1824.Superseded values are not recommended for survey control.
 RZ1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1824.See file dsdata.txt to determine how the superseded data were derived.
 RZ1824
 RZ1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0728504351(NAD 83)
 RZ1824_MARKER: Z = SEE DESCRIPTION
 RZ1824_SETTING: 0 = UNSPECIFIED SETTING
 RZ1824
 RZ1824  HISTORY     - Date     Condition        Report By
 RZ1824  HISTORY     - 1945     MONUMENTED       CGS
 RZ1824
 RZ1824                          STATION DESCRIPTION
 RZ1824
 RZ1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1824'THE STATION IS LOCATED ABOUT 4 MILES ENE OF ROGERSBURG, 17
 RZ1824'MILES, AIRLINE, SSE OF ASOTIN, AND ABOUT 3 MILES SE OF MR. N.B.
 RZ1824'ADLEYS RANCH HOUSE, ON LAND OWNED BY MR. ADLEY.  IT IS LOCATED
 RZ1824'ON THE W END OF AN E-W RIDGE, E OF THE HEAD OF CAMP CREEK,
 RZ1824'AND SE OF THE HEAD OF THE MOST W BRANCH OF BILLY CREEK.  THE
 RZ1824'RIDGE IS HEAVILY WOODED ON THE N AND NE SIDES.  HIGHER
 RZ1824'ELEVATIONS ARE E OF THE STATION ON THE CONTINUATION OF THE
 RZ1824'RIDGE.
 RZ1824'
 RZ1824'STATION MARK IS A BRONZE DISK STAMPED CAMP 1945 AND SET IN
 RZ1824'A ROCK OUTCROP FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 RZ1824'7.54 FEET E OF A CAIRN 6 FEET IN DIAMETER, 7 FEET N OF THE S
 RZ1824'SLOPE OF THE RIDGE, 12 FEET E OF THE W SLOPE OF THE RIDGE,
 RZ1824'30 FEET S OF THE S EDGE OF THE TIMBER LINE, AND 10 FEET S OF
 RZ1824'THE N SLOPE OF THE RIDGE.
 RZ1824'
 RZ1824'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED CAMP NO 1
 RZ1824'1945 AND SET IN ROCK OUTCROP FLUSH WITH THE SURFACE OF THE GROUND.
 RZ1824'IT IS ABOUT 2 FEET LOWER THAN THE STATION, ON THE N SLOPE OF
 RZ1824'THE RIDGE, 20 FEET ENE OF THE CAIRN, AND 25 FEET S OF THE S
 RZ1824'EDGE OF THE TIMBER LINE.
 RZ1824'
 RZ1824'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED CAMP NO 2
 RZ1824'1945 AND SET IN A ROCK OUTCROP PROJECTING 8 INCHES ABOVE THE
 RZ1824'SURFACE OF THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION,
 RZ1824'ON THE S SLOPE OF THE RIDGE, 35 FEET S OF THE S EDGE OF THE
 RZ1824'TIMBER LINE, AND 12 FEET SE OF THE CAIRN.
 RZ1824'
 RZ1824'THE AZIMUTH MARK IS A BRONZE DISK STAMPED CAMP 1945 AND SET
 RZ1824'IN ROCK OUTCROP PROJECTING ABOUT 1 FOOT ABOVE THE SURFACE OF
 RZ1824'THE GROUND.  IT IS ABOUT 200 FEET LOWER THAN THE STATION,
 RZ1824'ON THE CREST OF THE N-S RIDGE THAT SLOPES TO THE S, AND ON THE
 RZ1824'SECOND ROCK OUTCROP FROM THE TOP OF THE RIDGE.
 RZ1824'
 RZ1824'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ASOTIN, GO
 RZ1824'S FOR 0.7 MILE TO A T-INTERSECTION.  HERE TURN RIGHT AND GO 1
 RZ1824'BLOCK TO CROSS ROADS.  TURN LEFT AND GO 4.2 MILES ON MAIN
 RZ1824'TRAVELED ROAD TO A FORKS.  TAKE LEFT FORK, CROSSING OVER BRIDGE
 RZ1824'AT TEN MILE CREEK AND CONTINUE FOR 12.0 MILES TO A SMALL HOUSE
 RZ1824'ON THE RIGHT AND MR. EARLS RANCH HOUSE ON THE LEFT ACROSS THE
 RZ1824'SNAKE RIVER.  HERE CROSS SNAKE RIVER BY FERRY (THIS IS A
 RZ1824'PRIVATE FERRY AND ARRANGEMENTS SHOULD BE MADE BEFOREHAND).
 RZ1824'HERE FOLLOW DIRT ROAD S FOR 2.5 MILES TO MR. ADLEYS RANCH HOUSE
 RZ1824'ON THE LEFT.  THIS IS THE END OF TRUCK TRAVEL.  FROM THE
 RZ1824'RANCH HOUSE GO E, FOLLOWING BILLY CREEK, PASSING THROUGH THE
 RZ1824'BARNYARD FOR ABOUT A MILE.  HERE BEAR S AND E UP STEEP SLOPE
 RZ1824'TO THE TOP OF THE RIDGE.  FROM HERE GO SE ALONG THE TOP OF
 RZ1824'THE RIDGE FOR ABOUT 1 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0980 ***********************************************************************
 TO0980  DESIGNATION -  CAMP
 TO0980  PID         -  TO0980
 TO0980  STATE/COUNTY-  ID/BONNER
 TO0980  USGS QUAD   -  HOPE (1996)
 TO0980
 TO0980                         *CURRENT SURVEY CONTROL
 TO0980  ___________________________________________________________________
 TO0980* NAD 83(1992)-  48 11 38.59234(N)    116 22 23.85415(W)     ADJUSTED  
 TO0980* NAVD 88     -       626.     (meters)    2054.     (feet)  SCALED    
 TO0980  ___________________________________________________________________
 TO0980  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 TO0980  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 TO0980
 TO0980  HORZ ORDER  -  SECOND
 TO0980
 TO0980.The horizontal coordinates were established by classical geodetic methods
 TO0980.and adjusted by the National Geodetic Survey in July 1992..
 TO0980
 TO0980.The orthometric height was scaled from a topographic map.
 TO0980
 TO0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0980
 TO0980.The geoid height was determined by GEOID03.
 TO0980
 TO0980;                    North         East     Units Scale Factor Converg.
 TO0980;SPC ID W     -   725,530.805   753,664.445   MT  0.99995970   -0 27 52.6
 TO0980;UTM  11      - 5,338,058.693   546,573.846   MT  0.99962665   +0 28 01.8
 TO0980
 TO0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0980!SPC ID W     -   0.99990456  x   0.99995970  =   0.99986426
 TO0980!UTM  11      -   0.99990456  x   0.99962665  =   0.99953124
 TO0980
 TO0980:                Primary Azimuth Mark                     Grid Az
 TO0980:SPC ID W     -  WARREN                                   042 12 36.0
 TO0980:UTM  11      -  WARREN                                   041 16 41.6
 TO0980
 TO0980|---------------------------------------------------------------------|
 TO0980| PID    Reference Object                     Distance      Geod. Az  |
 TO0980|                                                           dddmmss.s |
 TO0980| TO0970 WARREN                              APPROX. 6.0 KM 0414443.4 |
 TO0980| TO0985 CAMP 2                               14.355 METERS 24613     |
 TO0980|---------------------------------------------------------------------|
 TO0980
 TO0980                          SUPERSEDED SURVEY CONTROL
 TO0980
 TO0980  NAD 83(1986)-  48 11 38.60232(N)    116 22 23.84773(W) AD(       ) 2
 TO0980  NAD 27      -  48 11 38.87112(N)    116 22 20.17155(W) AD(       ) 2
 TO0980
 TO0980.Superseded values are not recommended for survey control.
 TO0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0980.See file dsdata.txt to determine how the superseded data were derived.
 TO0980
 TO0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4657438059(NAD 83)
 TO0980_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0980_SETTING: 80 = SET IN A BOULDER
 TO0980_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TO0980
 TO0980  HISTORY     - Date     Condition        Report By
 TO0980  HISTORY     - 1947     MONUMENTED       CGS
 TO0980  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TO0980
 TO0980                          STATION DESCRIPTION
 TO0980
 TO0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO0980'THE STATION IS ON WEST SIDE OF PEND OREILLE LAKE ON ROCKY
 TO0980'POINT 1-1/2 MILES NORTHERLY FROM MINERAL POINT AT SOUTH SIDE
 TO0980'OF ENTRANCE TO CAMP BAY.  THE STATION IS ON ROUNDED POINT
 TO0980'STREWN WITH BOULDERS AND BROKEN ROCK.  TREES ARE FOUND IMMEDIATELY
 TO0980'INSHORE.  THE MARK IS SET IN FLAT GRAY BOULDER 6 FEET ABOVE
 TO0980'MEAN WINTER LAKE LEVEL AND ABOUT 3 METERS FROM LAKE EDGE.
 TO0980'THE STATION SHOULD BE VISITED BY BOAT.
 TO0980'
 TO0980'REFERENCE MARK NO. 1 IS SET IN LEDGE ROCK SOUTHEAST OF STATION
 TO0980'AND ABOUT 2 FEET HIGHER.
 TO0980'
 TO0980'REFERENCE MARK NO. 2 IS SET IN OUTCROP WEST OF STATION AND
 TO0980'ABOUT 3 FEET HIGHER.  IT IS ABOUT 4 METERS FROM LAKE EDGE.
 TO0980
 TO0980                          STATION RECOVERY (1948)
 TO0980
 TO0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (ERM)
 TO0980'THE STATION WAS RECOVERED IN GOOD CONDITION BUT A NEW STATION
 TO0980'WAS ESTABLISHED BECAUSE THE PROPOSED POWER PROJECT AT ALBENI
 TO0980'FALLS WILL RAISE THE LAKE LEVEL.  ONLY THE REFERENCE MARKS
 TO0980'WERE REMOVED.  THE NEW STATION IS CAMP 2, 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0954 ***********************************************************************
 NV0954  DESIGNATION -  CAMP
 NV0954  PID         -  NV0954
 NV0954  STATE/COUNTY-  ID/OWYHEE
 NV0954  USGS QUAD   -  CROWS NEST BUTTE (1980)
 NV0954
 NV0954                         *CURRENT SURVEY CONTROL
 NV0954  ___________________________________________________________________
 NV0954* NAD 83(1992)-  42 35 19.02415(N)    115 18 41.92294(W)     ADJUSTED  
 NV0954* NAVD 88     -      1300.2    (meters)    4266.     (feet)  VERTCON   
 NV0954  ___________________________________________________________________
 NV0954  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 NV0954  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 NV0954
 NV0954  HORZ ORDER  -  THIRD
 NV0954
 NV0954.The horizontal coordinates were established by classical geodetic methods
 NV0954.and adjusted by the National Geodetic Survey in July 1992..
 NV0954
 NV0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0954
 NV0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0954
 NV0954.The geoid height was determined by GEOID03.
 NV0954
 NV0954;                    North         East     Units Scale Factor Converg.
 NV0954;SPC ID W     -   102,492.744   835,979.034   MT  0.99994925   +0 17 47.9
 NV0954;UTM  11      - 4,716,514.617   638,531.241   MT  0.99983611   +1 08 33.9
 NV0954
 NV0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0954!SPC ID W     -   0.99979868  x   0.99994925  =   0.99974794
 NV0954!UTM  11      -   0.99979868  x   0.99983611  =   0.99963483
 NV0954
 NV0954:                Primary Azimuth Mark                     Grid Az
 NV0954:SPC ID W     -  OUTCROP                                  210 19 34.9
 NV0954:UTM  11      -  OUTCROP                                  209 28 48.9
 NV0954
 NV0954|---------------------------------------------------------------------|
 NV0954| PID    Reference Object                     Distance      Geod. Az  |
 NV0954|                                                           dddmmss.s |
 NV0954| NV0974 OUTCROP                             APPROX. 9.6 KM 2103722.8 |
 NV0954|---------------------------------------------------------------------|
 NV0954
 NV0954                          SUPERSEDED SURVEY CONTROL
 NV0954
 NV0954  NAD 83(1986)-  42 35 19.02612(N)    115 18 41.92272(W) AD(       ) 3
 NV0954  NGVD 29 (01/23/89) 1299.2    (m)         4262.     (f) VERT ANG       
 NV0954
 NV0954.Superseded values are not recommended for survey control.
 NV0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0954.See file dsdata.txt to determine how the superseded data were derived.
 NV0954
 NV0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3853116515(NAD 83)
 NV0954_MARKER: DS = TRIANGULATION STATION DISK
 NV0954_SETTING: 0 = UNSPECIFIED SETTING
 NV0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0954
 NV0954  HISTORY     - Date     Condition        Report By
 NV0954  HISTORY     - 1946     MONUMENTED       USGS
 NV0954
 NV0954                          STATION DESCRIPTION
 NV0954
 NV0954'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV0954'LOCATED ABOUT 25 MI. (AIRLINE) S. OF GLENNS FERRY, ABOUT 8 MI. SE. OF
 NV0954'BLUE MTN., ON THE HIGHEST POINT OF A LONG, FLAT RIDGE.
 NV0954'
 NV0954'TO REACH FROM HAMMET, DRIVE W. ON U.S. HIGHWAY 30 FOR 1.2 MI., TURN
 NV0954'LEFT ONTO GRADED RD. FOR 0.45 MI., TURN RIGHT (W.) FOR 2.1 MI., CROSS
 NV0954'THE INDIAN COVE BRIDGE OVER THE SNAKE RIVER AND CONTINUE W. AND S. FOR
 NV0954'1.5 MI., TURN LEFT JUST BEFORE CROSSING BRIDGE OVER BROWN CREEK AND GO
 NV0954'S. FOR 1.1 MI., PASS OVER CATTLEGUARD AND CONTINUE S. FOR 0.6 MI.,
 NV0954'KEEP STRAIGHT AHEAD AT THE Y-JUNCTION FOR 0.9 MI., TAKE LEFT FORK FOR
 NV0954'10.3 MI. TO A TRACK RD. TURNING TO THE LEFT, GO STRAIGHT AHEAD FOR 1.2
 NV0954'MI. TO A TRACK CROSSROADS, GO STRAIGHT AHEAD FOR 0.9 MI. TO A GRADED
 NV0954'RD. COMING IN FROM THE RIGHT (W.), GO STRAIGHT AHEAD 2.5 MI. TO A
 NV0954'Y-JUNCTION, TAKE LEFT FORK 0.5 MI. ACROSS DRAIN TO A Y-JUNCTION, TAKE
 NV0954'RIGHT FORK 2.1 MI. TO A Y-JUNCTION, TAKE RIGHT FORK 4.7 MI. TO A
 NV0954'JUNCTION, TURN LEFT 2.6 MI. TO A CROSSROADS, GO STRAIGHT AHEAD FOR 0.1
 NV0954'MI. TO A Y-JUNCTION, TAKE RIGHT FORK FOR 1.1 MI. TO TRACK CROSSROADS,
 NV0954'GO STRAIGHT AHEAD FOR 1.3 MI. TO A TRACK RD. ON LEFT, TURN LEFT FOR 1
 NV0954'MI. TO A DIM RD. TO RIGHT UP THE HILL TO S., TURN RIGHT 1.9 MI. TO TOP
 NV0954'AND STATION WHICH IS LOCATED ABOUT 500 FT. N. OF TRACK RD.
 NV0954'
 NV0954'STATION MARK--STANDARD TABLET STAMPED---CAMP 1946---, CEMENTED IN TOP
 NV0954'OF A PARTIALLY BURIED BOULDER.
 NV0954'
 NV0954'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN TOP
 NV0954'OF PARTIALLY BURIED BOULDER, DISTANCE OF 57.48 FT. AND IN BEARING OF
 NV0954'S 12 DEGREES 14 MINUTES W FROM STATION.
 NV0954'
 NV0954'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN TOP
 NV0954'OF PARTIALLY BURIED BOULDER, DISTANCE OF 72.68 FT. AND IN BEARING OF
 NV0954'N 83 DEG. 8 MIN. E FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0985 ***********************************************************************
 TO0985  DESIGNATION -  CAMP 2
 TO0985  PID         -  TO0985
 TO0985  STATE/COUNTY-  ID/BONNER
 TO0985  USGS QUAD   -  HOPE (1996)
 TO0985
 TO0985                         *CURRENT SURVEY CONTROL
 TO0985  ___________________________________________________________________
 TO0985* NAD 83(1992)-  48 11 38.40497(N)    116 22 24.49027(W)     ADJUSTED  
 TO0985* NAVD 88     -       626.     (meters)    2054.     (feet)  SCALED    
 TO0985  ___________________________________________________________________
 TO0985  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 TO0985  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 TO0985
 TO0985  HORZ ORDER  -  SECOND
 TO0985
 TO0985.The horizontal coordinates were established by classical geodetic methods
 TO0985.and adjusted by the National Geodetic Survey in July 1992..
 TO0985
 TO0985.The orthometric height was scaled from a topographic map.
 TO0985
 TO0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0985
 TO0985.The geoid height was determined by GEOID03.
 TO0985
 TO0985;                    North         East     Units Scale Factor Converg.
 TO0985;SPC ID W     -   725,525.124   753,651.263   MT  0.99995972   -0 27 53.1
 TO0985;UTM  11      - 5,338,052.801   546,560.762   MT  0.99962664   +0 28 01.3
 TO0985
 TO0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0985!SPC ID W     -   0.99990456  x   0.99995972  =   0.99986428
 TO0985!UTM  11      -   0.99990456  x   0.99962664  =   0.99953123
 TO0985
 TO0985:                Primary Azimuth Mark                     Grid Az
 TO0985:SPC ID W     -  WARREN                                   042 15 59.9
 TO0985:UTM  11      -  WARREN                                   041 20 05.5
 TO0985
 TO0985|---------------------------------------------------------------------|
 TO0985| PID    Reference Object                     Distance      Geod. Az  |
 TO0985|                                                           dddmmss.s |
 TO0985| TO0970 WARREN                              APPROX. 6.0 KM 0414806.8 |
 TO0985| TO0980 CAMP                                 14.355 METERS 06613     |
 TO0985| CH6597 CAMP 2 RM 1                           8.255 METERS 17534     |
 TO0985| CH6598 CAMP 2 RM 2                           6.770 METERS 27303     |
 TO0985|---------------------------------------------------------------------|
 TO0985
 TO0985                          SUPERSEDED SURVEY CONTROL
 TO0985
 TO0985  NAD 83(1986)-  48 11 38.41495(N)    116 22 24.48384(W) AD(       ) 2
 TO0985  NAD 27      -  48 11 38.68375(N)    116 22 20.80764(W) AD(       ) 2
 TO0985
 TO0985.Superseded values are not recommended for survey control.
 TO0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0985.See file dsdata.txt to determine how the superseded data were derived.
 TO0985
 TO0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4656138053(NAD 83)
 TO0985_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0985_SETTING: 66 = SET IN ROCK OUTCROP
 TO0985
 TO0985  HISTORY     - Date     Condition        Report By
 TO0985  HISTORY     - 1948     MONUMENTED       CGS
 TO0985
 TO0985                          STATION DESCRIPTION
 TO0985
 TO0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 TO0985'THE STATION IS ON THE WEST SIDE OF PEND OREILLE LAKE ON ROCKY
 TO0985'POINT 1-1/2 MILES NORTHERLY FROM MINERAL PT. AT SOUTH SIDE OF
 TO0985'ENTRANCE TO CAMP BAY.  THE STATION IS ON ROUNDED POINT STREWN
 TO0985'WITH BOULDERS.  IT IS ON HIGH ROCKY KNOLL INSIDE THE TREE
 TO0985'FRINGE AND WILL SEE THE NORTHWEST END OF CAMP BAY TO WESTWARD
 TO0985'AND SOUTH SIDE OF CLARK FORK RIVER FLATS TO THE SOUTHEASTWARD.
 TO0985'THE MARK IS 38 FT. ABOVE MEAN WINTER LAKE LEVEL AND ABOUT
 TO0985'20 METERS FROM WATERS EDGE.  IT SHOULD BE VISITED BY BOAT.
 TO0985'
 TO0985'R.M. NO. 1 IS IN OUTCROP SOUTH OF STATION AND ABOUT 8 FT.
 TO0985'HIGHER.
 TO0985'
 TO0985'R.M. NO. 2 IS IN OUTCROP WEST OF STATION AND ABOUT 3 FT.
 TO0985'HIGHER.
 TO0985'
 TO0985'R.M. NO. 3 IS OLD STATION CAMP, 1947 (NOT REMOVED) AND IS
 TO0985'32 FT. LOWER THAN STATION.  THIS MARK WILL BE COVERED IF THE
 TO0985'PROPOSED POWER PROJECT AT ALBENI FALLS RAISES THE LAKE LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1303 ***********************************************************************
 RA1303  DESIGNATION -  CAMP AZ MK
 RA1303  PID         -  RA1303
 RA1303  STATE/COUNTY-  ID/ADAMS
 RA1303  USGS QUAD   -  INDIAN MOUNTAIN (1963)
 RA1303
 RA1303                         *CURRENT SURVEY CONTROL
 RA1303  ___________________________________________________________________
 RA1303* NAD 83(1992)-  45 12 53.84410(N)    116 19 41.73982(W)     ADJUSTED  
 RA1303* NAVD 88     -      2391.8    (meters)    7847.     (feet)  VERTCON   
 RA1303  ___________________________________________________________________
 RA1303  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 RA1303  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 RA1303
 RA1303  HORZ ORDER  -  THIRD
 RA1303
 RA1303.The horizontal coordinates were established by classical geodetic methods
 RA1303.and adjusted by the National Geodetic Survey in July 1992..
 RA1303
 RA1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1303
 RA1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1303
 RA1303.The geoid height was determined by GEOID03.
 RA1303
 RA1303;                    North         East     Units Scale Factor Converg.
 RA1303;SPC ID W     -   394,356.218   754,579.782   MT  0.99995869   -0 24 37.5
 RA1303;UTM  11      - 5,007,049.271   552,744.961   MT  0.99963421   +0 28 36.4
 RA1303
 RA1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1303!SPC ID W     -   0.99962751  x   0.99995869  =   0.99958622
 RA1303!UTM  11      -   0.99962751  x   0.99963421  =   0.99926186
 RA1303
 RA1303:                Primary Azimuth Mark                     Grid Az
 RA1303:SPC ID W     -  TEPEE                                    112 17 58.5
 RA1303:UTM  11      -  TEPEE                                    111 24 44.6
 RA1303
 RA1303|---------------------------------------------------------------------|
 RA1303| PID    Reference Object                     Distance      Geod. Az  |
 RA1303|                                                           dddmmss.s |
 RA1303| RA1300 TEPEE                               APPROX. 3.6 KM 1115321.0 |
 RA1303| CH6591 CAMP AZ MK RM 1                       4.853 METERS 22856     |
 RA1303| CH6592 CAMP AZ MK RM 2                       7.874 METERS 32705     |
 RA1303|---------------------------------------------------------------------|
 RA1303
 RA1303                          SUPERSEDED SURVEY CONTROL
 RA1303
 RA1303  NAD 83(1986)-  45 12 53.84463(N)    116 19 41.73827(W) AD(       ) 3
 RA1303  NAD 27      -  45 12 54.25220(N)    116 19 38.28242(W) AD(       ) 3
 RA1303  NGVD 29 (07/19/86) 2390.7    (m)         7843.     (f) VERT ANG       
 RA1303
 RA1303.Superseded values are not recommended for survey control.
 RA1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1303.See file dsdata.txt to determine how the superseded data were derived.
 RA1303
 RA1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5274507049(NAD 83)
 RA1303_MARKER: DZ = AZIMUTH MARK DISK
 RA1303_SETTING: 0 = UNSPECIFIED SETTING
 RA1303
 RA1303  HISTORY     - Date     Condition        Report By
 RA1303  HISTORY     - 1946     MONUMENTED       CGS
 RA1303  HISTORY     - 1983     GOOD             LOCENG
 RA1303
 RA1303                          STATION DESCRIPTION
 RA1303
 RA1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1303'STATION IS LOCATED 16 MILES S OF RIGGINS, 1 MILE W OF THE LITTLE
 RA1303'SALMON RIVER, U.S. HIGHWAY 95, AND A CONCRETE BRIDGE SPANNING FALL
 RA1303'CREEK.  IT IS SITUATED ON THE SUMMIT OF A BALD RIDGE HAVING
 RA1303'SCATTERED TIMBER ON ALL SIDES.
 RA1303'
 RA1303'STATION MARK IS A BRONZE STATION DISK WELDED TO THE TOP OF A 3-INCH
 RA1303'IRON PIPE WHICH PROJECTS 10 INCHES.  DISK IS STAMPED CAMP AZI 1946.
 RA1303'NO UNDERGROUND MARK WAS SET.
 RA1303'
 RA1303'REFERENCE MARK 1 IS SW OF THE STATION AND 8 INCHES BELOW IT.  IT IS A
 RA1303'BRONZE REFERENCE DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE WHICH
 RA1303'PROJECTS 10 INCHES.  DISK IS STAMPED CAMP AZI NO 1 1946.
 RA1303'
 RA1303'REFERENCE MARK 2 IS NW OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 RA1303'SET IN A DRILL HOLE IN A BOULDER.  THE DISK IS STAMPED CAMP AZI NO 2
 RA1303'1946 AND IT PROJECTS 10 INCHES.
 RA1303'
 RA1303'TRIANGULATION STATION CAMP WILL SERVE AS AN AZIMUTH MARK.
 RA1303'
 RA1303'THE PICTURE POINT IS THE LARGEST PINE TREE IN A GROUP OF THREE AND
 RA1303'BEARING A TRIANGULAR BLAZE.
 RA1303'
 RA1303'TO REACH THE STATION FROM RIGGINS, GO S ON U.S. HIGHWAY 95 FOR 8.9
 RA1303'MILES TO THE POLLOCK POST OFFICE ON THE RIGHT, CONTINUE S ON THE
 RA1303'HIGHWAY FOR 6.85 MILES TO A CONCRETE BRIDGE SPANNING FALL CREEK,
 RA1303'CONTINUE S FOR 0.15 MILE TO THE FARM OF MR. BARTON.  FROM THE
 RA1303'BARNS PROCEED ON FOOT SW ABOUT 1/4 MILE TO THE BEGINNING OF A
 RA1303'RIDGE LEADING W.  FOLLOW OPEN RIDGE W FOR APPROXIMATELY 1/2 MILE TO
 RA1303'A LARGE ROCK OUTCROP AND A BLAZED PINE TREE.  TURN LEFT (S) AND
 RA1303'GO UP THE RIDGE FOR ABOUT 1/4 MILE TO A PINE TREE BEARING A
 RA1303'TRIANGULAR BLAZE.  TURN LEFT AND GO ABOUT 100 YARDS TO THE STATION
 RA1303'AS DESCRIBED.
 RA1303
 RA1303                          STATION RECOVERY (1983)
 RA1303
 RA1303'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 RA1303'CAMP AZ 1946 RECOVERED GOOD.
 RA1303'
 RA1303'R. M. 1 (STAMPED CAMP AZI NO 1 1946) AND R.M. 2 (STAMPED CAMP AZI NO
 RA1303'2 1946) BOTH NUMBERS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RA1303'THE MORTAR WORK ON P.M. 2 WAS REPAIRED.  AN ORANGE SIGN POST WAS
 RA1303'PLACED 4.9 FEET NORTHWEST OF THE STATION MARK.  THE DISK IS GONE
 RA1303'AT LOCATION OF THE AZIMUTH MARK (STATION CAMP).  THE AZIMUTH MARK
 RA1303'CANNOT BE SEEN FROM THE STATION MARK WITHOUT CUTTING OR TOPPING
 RA1303'SOME SECOND-GROWTH TIMBER NEAR THE STATION MARK.
 RA1303'
 RA1303'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 95 AND STATE
 RA1303'HIGHWAY 55 IN NEW MEADOWS, GO NORTH ON U. S. 95 FOR 18.3 MILES TO A
 RA1303'SIDE ROAD ON THE LEFT.  TAKE THE SIDE ROAD FOR ABOUT 0.1 MILE TO
 RA1303'THE JOHN BEESON RESIDENCE AND THE END OF TRUCK TRAVEL.  PACK
 RA1303'WESTERLY ALONG A BRUSHY TRAIL THROUGH THE BEESON PLACE FOR ABOUT
 RA1303'0.2 MILE, CROSS TO THE NORTH SIDE OF CAMP CREEK, AND CLIMB NORTH
 RA1303'TO THE CREST OF AN EAST-WEST RIDGE.  CONTINUE WESTERLY ALONG THE
 RA1303'CREST OF THE RIDGE FOR ABOUT 3/4 MILE TO A SMALL KNOLL ON THE RIDGE
 RA1303'AND THE STATION.  ABOUT A 2-HOUR PACK ROUND TRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1825 ***********************************************************************
 RZ1825  DESIGNATION -  CAMP CAIRN
 RZ1825  PID         -  RZ1825
 RZ1825  STATE/COUNTY-  ID/NEZ PERCE
 RZ1825  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ1825
 RZ1825                         *CURRENT SURVEY CONTROL
 RZ1825  ___________________________________________________________________
 RZ1825* NAD 83(1992)-  46 05 33.73915(N)    116 54 20.82674(W)     ADJUSTED  
 RZ1825* NAVD 88     -                                                        
 RZ1825  ___________________________________________________________________
 RZ1825  LAPLACE CORR-          17.21  (seconds)                    DEFLEC99
 RZ1825  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 RZ1825
 RZ1825  HORZ ORDER  -  THIRD
 RZ1825
 RZ1825.The horizontal coordinates were established by classical geodetic methods
 RZ1825.and adjusted by the National Geodetic Survey in July 1992..
 RZ1825
 RZ1825
 RZ1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1825
 RZ1825.The geoid height was determined by GEOID03.
 RZ1825
 RZ1825;                    North         East     Units Scale Factor Converg.
 RZ1825;SPC ID W     -   492,393.518   710,624.887   MT  1.00003150   -0 49 57.9
 RZ1825;SPC WA S     -    90,735.462   777,844.674   MT  0.99995129   +2 36 39.0
 RZ1825;SPC WA S     -   297,687.93  2,551,978.73   sFT  0.99995129   +2 36 39.0
 RZ1825;SPC OR N     -   275,781.185 2,777,869.629   MT  1.00002490   +2 32 56.3
 RZ1825;SPC OR N     -   904,793.91  9,113,745.50   iFT  1.00002490   +2 32 56.3
 RZ1825;UTM  11      - 5,104,352.087   507,283.076   MT  0.99960065   +0 04 04.4
 RZ1825
 RZ1825                          SUPERSEDED SURVEY CONTROL
 RZ1825
 RZ1825  NAD 83(1991)-  46 05 33.73894(N)    116 54 20.82671(W) AD(       ) 4
 RZ1825  NAD 83(1986)-  46 05 33.74255(N)    116 54 20.82402(W) AD(       ) 4
 RZ1825  NAD 27      -  46 05 34.19637(N)    116 54 17.30129(W) AD(       ) 3
 RZ1825
 RZ1825.Superseded values are not recommended for survey control.
 RZ1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1825.See file dsdata.txt to determine how the superseded data were derived.
 RZ1825
 RZ1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0728304352(NAD 83)
 RZ1825
 RZ1825  HISTORY     - Date     Condition        Report By
 RZ1825  HISTORY     - 1945     MONUMENTED       CGS
 RZ1825
 RZ1825                          STATION DESCRIPTION
 RZ1825
 RZ1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RZ1825'SEE STATION CAMP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1265 ***********************************************************************
 RA1265  DESIGNATION -  CAMP HOWARD
 RA1265  PID         -  RA1265
 RA1265  STATE/COUNTY-  ID/IDAHO
 RA1265  USGS QUAD   -  GRAVE POINT (1963)
 RA1265
 RA1265                         *CURRENT SURVEY CONTROL
 RA1265  ___________________________________________________________________
 RA1265* NAD 83(1992)-  45 42 34.08390(N)    116 25 25.52501(W)     ADJUSTED  
 RA1265* NAVD 88     -      1849.8    (meters)    6069.     (feet)  VERTCON   
 RA1265  ___________________________________________________________________
 RA1265  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 RA1265  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RA1265
 RA1265  HORZ ORDER  -  FIRST
 RA1265
 RA1265.The horizontal coordinates were established by classical geodetic methods
 RA1265.and adjusted by the National Geodetic Survey in July 1992..
 RA1265
 RA1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1265
 RA1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1265
 RA1265.The geoid height was determined by GEOID03.
 RA1265
 RA1265;                    North         East     Units Scale Factor Converg.
 RA1265;SPC ID W     -   449,371.028   747,539.602   MT  0.99996716   -0 28 56.2
 RA1265;SPC OR N     -   235,008.656 2,817,253.819   MT  0.99993911   +2 53 26.9
 RA1265;SPC OR N     -   771,025.77  9,242,958.72   iFT  0.99993911   +2 53 26.9
 RA1265;UTM  11      - 5,061,929.644   544,852.772   MT  0.99962473   +0 24 45.0
 RA1265
 RA1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1265!SPC ID W     -   0.99971260  x   0.99996716  =   0.99967977
 RA1265!SPC OR N     -   0.99971260  x   0.99993911  =   0.99965173
 RA1265!UTM  11      -   0.99971260  x   0.99962473  =   0.99933744
 RA1265
 RA1265:                Primary Azimuth Mark                     Grid Az
 RA1265:SPC ID W     -  CAMP HOWARD AZ MK                        066 41 18.9
 RA1265:SPC OR N     -  CAMP HOWARD AZ MK                        063 18 55.8
 RA1265:UTM  11      -  CAMP HOWARD AZ MK                        065 47 37.7
 RA1265
 RA1265|---------------------------------------------------------------------|
 RA1265| PID    Reference Object                     Distance      Geod. Az  |
 RA1265|                                                           dddmmss.s |
 RA1265| CH6599 CAMP HOWARD AZ MK                                  0661222.7 |
 RA1265| CH6600 CAMP HOWARD RM 1                      5.129 METERS 14117     |
 RA1265| RA1264 CAMP HOWARD RM                        2.525 METERS 16445     |
 RA1265| CH6601 CAMP HOWARD RM 2                      6.348 METERS 29103     |
 RA1265|---------------------------------------------------------------------|
 RA1265
 RA1265                          SUPERSEDED SURVEY CONTROL
 RA1265
 RA1265  NAD 83(1991)-  45 42 34.08427(N)    116 25 25.52477(W) AD(       ) 1
 RA1265  NAD 83(1986)-  45 42 34.08451(N)    116 25 25.52402(W) AD(       ) 1
 RA1265  NAD 27      -  45 42 34.49964(N)    116 25 22.01279(W) AD(       ) 1
 RA1265  NGVD 29 (07/19/86) 1848.6    (m)         6065.     (f) VERT ANG       
 RA1265
 RA1265.Superseded values are not recommended for survey control.
 RA1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1265.See file dsdata.txt to determine how the superseded data were derived.
 RA1265
 RA1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL4485361930(NAD 83)
 RA1265_MARKER: DS = TRIANGULATION STATION DISK
 RA1265_SETTING: 80 = SET IN A BOULDER
 RA1265_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RA1265
 RA1265  HISTORY     - Date     Condition        Report By
 RA1265  HISTORY     - 1945     MONUMENTED       CGS
 RA1265
 RA1265                          STATION DESCRIPTION
 RA1265
 RA1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1265'THE STATION IS ON A ROCKY HILL WITH TIMBER ON THE N SLOPE AND BARREN
 RA1265'TO THE S, 6 MILES, AIRLINE, SE OF JOSEPH, AND 6.3 MILES, AIRLINE, SW
 RA1265'OF WHITE BIRD.  IT IS ON THE HIGHEST PART OF THE HILL AND IS
 RA1265'SURROUNDED BY SEVERAL LARGE BOULDERS.
 RA1265'
 RA1265'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER AND IS STAMPED
 RA1265'CAMP HOWARD 1945.
 RA1265'
 RA1265'REFERENCE MARK 1 IS 1 FOOT LOWER THAN THE STATION.  IT IS A BRONZE
 RA1265'REFERENCE DISK IN A BOULDER AND IS STAMPED CAMP HOWARD NO 1 1945.
 RA1265'
 RA1265'REFERENCE MARK 2 IS 4 FEET LOWER THAN THE STATION AND PROJECTS
 RA1265'ABOUT 3 FEET.  IT IS A BRONZE REFERENCE DISK IN A BOULDER AND IS
 RA1265'STAMPED CAMP HOWARD NO 2 1945.
 RA1265'
 RA1265'THE AZIMUTH MARK IS ON THE WO SLOPE OF A HILL, ABOUT 250 FEET W OF
 RA1265'THE CREST OF THE HILL, 40 FEET S OF THE TRAIL LEADING TO THE
 RA1265'STATION, AND 1 FOOT W OF A CAIRN.  IT IS A BRONZE AZIMUTH DISK SET
 RA1265'IN A BOULDER THAT IS FLUSH WITH THE GROUND ON THE E SIDE AND
 RA1265'PROJECTS 1.5 FEET ON THE W SIDE.  IT IS STAMPED CAMP HOWARD 1945.
 RA1265'WHEN PACKING TO THE STATION YOU COME ONTO THE CREST OF A RIDGE WHERE
 RA1265'THE STATION FIRST COMES INTO VIEW AND THE AZIMUTH MARK IS ON THE LEFT
 RA1265'OF THE TRAIL AS DESCRIBED.
 RA1265'
 RA1265'TO REACH THE STATION FROM THE REXALL DRUG STORE IN COTTONWOOD, GO S
 RA1265'ON GRADED ROAD TOWARDS JOSEPH FOR 0.1 MILE, TURN LEFT AND GO 0.1
 RA1265'MILE, TURN LEFT AND GO 0.1 MILE, CROSS RAILROAD TRACKS, TURN RIGHT
 RA1265'AND FOLLOW ROAD, S, FOR 11.6 MILES, TURN RIGHT CROSS BRIDGE
 RA1265'OVER CREEK AND FOLLOW THE SALMON RIVER DOWNSTREAM FOR 2.2 MILES
 RA1265'TO A BRIDGE.  CROSS BRIDGE OVER THE SALMON RIVER AND FOLLOW THE
 RA1265'STEEP ROCKY ROAD, S, FOR 10.5 MILES.  TURN LEFT AT A
 RA1265'T-INTERSECTION AND GO S FOR 2.6 MILES.  TAKE THE LEFT FORK AND GO
 RA1265'0.4 MILE, TURN RIGHT AND GO 0.05 MILE, PASS JOSEPH SCHOOL AND
 RA1265'CONTINUE STRAIGHT AHEAD, S, FOR 0.05 MILE (ROAD FROM WHITE BIRD
 RA1265'COMES IN AT THIS POINT).  CONTINUE STRAIGHT AHEAD, S, ON THE MAIN
 RA1265'TRAVELED ROAD FOR 1.8 MILES.  TURN LEFT, S, (ROAD TO THE W GOES
 RA1265'TO JOSEPH 1/4 MILE) AND GO 0.8 MILE.  CONTINUE STRAIGHT AHEAD FOR
 RA1265'0.8 MILE, PASS THROUGH GATE AND GO 0.05 MILE AND PASS THROUGH GATE
 RA1265'INTO THE YARD OF SMITH RANCH.  PASS TO THE RIGHT OF THE BARN AND
 RA1265'THROUGH A GATE, CONTINUE E, STRAIGHT AHEAD, ACROSS A HAYFIELD FOR
 RA1265'0.35 MILE, PASS THROUGH GATE AND GO 0.1 MILE, TURN RIGHT, S, ONTO A
 RA1265'TRACK ROAD AND GO 0.95 MILE.  PASS THROUGH GATE AND GO 1.8
 RA1265'MILES.  PASS THROUGH GATE AND GO S 0.7 MILE.  PASS THROUGH GATE
 RA1265'AND GO 1.2 MILES TO A LOG CORRAL AND LOG CABIN.  PASS TO THE RIGHT
 RA1265'OF THE CABIN AND FOLLOW A COW TRAIL SE FOR 0.7 MILE TO END OF TRUCK
 RA1265'TRAVEL.  PACK W THROUGH A SMALL SADDLE AND UP THE CREST OF A RIDGE
 RA1265'INTO A SADDLE (AZIMUTH MARK ON THE LEFT AS DESCRIBED), FOLLOW A
 RA1265'TRAIL W AROUND THE SIDE OF A HILL INTO ANOTHER SADDLE, AND CONTINUE
 RA1265'ON THE TRAIL TO THE SUMMIT OF THE SECOND HILL AND THE STATION AS
 RA1265'DESCRIBED.  IT REQUIRES ONE HOUR TO MAKE THE PACK FROM THE
 RA1265'END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1264 ***********************************************************************
 RA1264  DESIGNATION -  CAMP HOWARD RM
 RA1264  PID         -  RA1264
 RA1264  STATE/COUNTY-  ID/IDAHO
 RA1264  USGS QUAD   -  GRAVE POINT (1963)
 RA1264
 RA1264                         *CURRENT SURVEY CONTROL
 RA1264  ___________________________________________________________________
 RA1264* NAD 83(1992)-  45 42 34.00499(N)    116 25 25.49432(W)     ADJUSTED  
 RA1264* NAVD 88     -      1849.     (meters)    6066.     (feet)  SCALED    
 RA1264  ___________________________________________________________________
 RA1264  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 RA1264  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RA1264
 RA1264  HORZ ORDER  -  SECOND
 RA1264
 RA1264.The horizontal coordinates were established by classical geodetic methods
 RA1264.and adjusted by the National Geodetic Survey in July 1992..
 RA1264
 RA1264.The orthometric height was scaled from a topographic map.
 RA1264
 RA1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1264
 RA1264.The geoid height was determined by GEOID03.
 RA1264
 RA1264;                    North         East     Units Scale Factor Converg.
 RA1264;SPC ID W     -   449,368.586   747,540.246   MT  0.99996716   -0 28 56.2
 RA1264;SPC OR N     -   235,006.256 2,817,254.605   MT  0.99993911   +2 53 27.0
 RA1264;SPC OR N     -   771,017.90  9,242,961.30   iFT  0.99993911   +2 53 27.0
 RA1264;UTM  11      - 5,061,927.213   544,853.453   MT  0.99962473   +0 24 45.0
 RA1264
 RA1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1264!SPC ID W     -   0.99971269  x   0.99996716  =   0.99967986
 RA1264!SPC OR N     -   0.99971269  x   0.99993911  =   0.99965182
 RA1264!UTM  11      -   0.99971269  x   0.99962473  =   0.99933753
 RA1264
 RA1264                          SUPERSEDED SURVEY CONTROL
 RA1264
 RA1264  NAD 83(1991)-  45 42 34.00536(N)    116 25 25.49408(W) AD(       ) 2
 RA1264  NAD 83(1986)-  45 42 34.00560(N)    116 25 25.49333(W) AD(       ) 2
 RA1264  NAD 27      -  45 42 34.42073(N)    116 25 21.98210(W) AD(       ) 2
 RA1264
 RA1264.Superseded values are not recommended for survey control.
 RA1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1264.See file dsdata.txt to determine how the superseded data were derived.
 RA1264
 RA1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL4485361927(NAD 83)
 RA1264
 RA1264  HISTORY     - Date     Condition        Report By
 RA1264  HISTORY     - 1945     MONUMENTED       CGS
 RA1264
 RA1264                          STATION DESCRIPTION
 RA1264
 RA1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA1264'THE STATION IS ON A ROCKY HILL WITH TIMBER ON THE N SLOPE AND BARREN
 RA1264'TO THE S, 6 MILES, AIRLINE, SE OF JOSEPH, AND 6.3 MILES, AIRLINE, SW
 RA1264'OF WHITE BIRD.  IT IS ON THE HIGHEST PART OF THE HILL AND IS
 RA1264'SURROUNDED BY SEVERAL LARGE BOULDERS.
 RA1264'
 RA1264'TO REACH THE STATION FROM THE REXALL DRUG STORE IN COTTONWOOD, GO S
 RA1264'ON GRADED ROAD TOWARDS JOSEPH FOR 0.1 MILE, TURN LEFT AND GO 0.1
 RA1264'MILE, TURN LEFT AND GO 0.1 MILE, CROSS RAILROAD TRACKS, TURN RIGHT
 RA1264'AND FOLLOW ROAD, S, FOR 11.6 MILES, TURN RIGHT CROSS BRIDGE
 RA1264'OVER CREEK AND FOLLOW THE SALMON RIVER DOWNSTREAM FOR 2.2 MILES
 RA1264'TO A BRIDGE.  CROSS BRIDGE OVER THE SALMON RIVER AND FOLLOW THE
 RA1264'STEEP ROCKY ROAD, S, FOR 10.5 MILES.  TURN LEFT AT A
 RA1264'T-INTERSECTION AND GO S FOR 2.6 MILES.  TAKE THE LEFT FORK AND GO
 RA1264'0.4 MILE, TURN RIGHT AND GO 0.05 MILE, PASS JOSEPH SCHOOL AND
 RA1264'CONTINUE STRAIGHT AHEAD, S, FOR 0.05 MILE (ROAD FROM WHITE BIRD
 RA1264'COMES IN AT THIS POINT).  CONTINUE STRAIGHT AHEAD, S, ON THE MAIN
 RA1264'TRAVELED ROAD FOR 1.8 MILES.  TURN LEFT, S, (ROAD TO THE W GOES
 RA1264'TO JOSEPH 1/4 MILE) AND GO 0.8 MILE.  CONTINUE STRAIGHT AHEAD FOR
 RA1264'0.8 MILE, PASS THROUGH GATE AND GO 0.05 MILE AND PASS THROUGH GATE
 RA1264'INTO THE YARD OF SMITH RANCH.  PASS TO THE RIGHT OF THE BARN AND
 RA1264'THROUGH A GATE, CONTINUE E, STRAIGHT AHEAD, ACROSS A HAYFIELD FOR
 RA1264'0.35 MILE, PASS THROUGH GATE AND GO 0.1 MILE, TURN RIGHT, S, ONTO A
 RA1264'TRACK ROAD AND GO 0.95 MILE.  PASS THROUGH GATE AND GO 1.8
 RA1264'MILES.  PASS THROUGH GATE AND GO S 0.7 MILE.  PASS THROUGH GATE
 RA1264'AND GO 1.2 MILES TO A LOG CORRAL AND LOG CABIN.  PASS TO THE RIGHT
 RA1264'OF THE CABIN AND FOLLOW A COW TRAIL SE FOR 0.7 MILE TO END OF TRUCK
 RA1264'TRAVEL.  PACK W THROUGH A SMALL SADDLE AND UP THE CREST OF A RIDGE
 RA1264'INTO A SADDLE (AZIMUTH MARK ON THE LEFT AS DESCRIBED), FOLLOW A
 RA1264'TRAIL W AROUND THE SIDE OF A HILL INTO ANOTHER SADDLE, AND CONTINUE
 RA1264'ON THE TRAIL TO THE SUMMIT OF THE SECOND HILL AND THE STATION AS
 RA1264'DESCRIBED.  IT REQUIRES ONE HOUR TO MAKE THE PACK FROM THE
 RA1264'END OF TRUCK TRAVEL.
 RA1264'
 RA1264'A STEEL TAPE DIST WAS MADE TO CAMP HOWARD, DISTANCE BEING 8.25 FEET
 RA1264'OR 2.525 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0496 ***********************************************************************
 OX0496  DESIGNATION -  CANAL
 OX0496  PID         -  OX0496
 OX0496  STATE/COUNTY-  ID/FREMONT
 OX0496  USGS QUAD   -  ST ANTHONY (1979)
 OX0496
 OX0496                         *CURRENT SURVEY CONTROL
 OX0496  ___________________________________________________________________
 OX0496* NAD 83(1992)-  43 56 28.98054(N)    111 40 21.21708(W)     ADJUSTED  
 OX0496* NAVD 88     -      1513.278  (meters)    4964.81   (feet)  POSTED    
 OX0496  ___________________________________________________________________
 OX0496  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 OX0496  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 OX0496  DYNAMIC HT  -        1512.510 (meters)    4962.29  (feet)  COMP
 OX0496  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 OX0496
 OX0496  HORZ ORDER  -  FIRST
 OX0496  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0496
 OX0496.The horizontal coordinates were established by classical geodetic methods
 OX0496.and adjusted by the National Geodetic Survey in July 1992..
 OX0496
 OX0496.The orthometric height was determined by differential leveling
 OX0496.and adjusted by the National Geodetic Survey in 1992..
 OX0496.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0496.rate of 1.1 thru 2.0 mm/km.
 OX0496
 OX0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0496
 OX0496.The geoid height was determined by GEOID03.
 OX0496
 OX0496.The dynamic height is computed by dividing the NAVD 88
 OX0496.geopotential number by the normal gravity value computed on the
 OX0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0496.degrees latitude (g = 980.6199 gals.).
 OX0496
 OX0496.The modeled gravity was interpolated from observed gravity values.
 OX0496
 OX0496;                    North         East     Units Scale Factor Converg.
 OX0496;SPC ID E     -   252,801.252   239,667.318   MT  0.99996671   +0 20 34.4
 OX0496;UTM  12      - 4,865,582.300   446,024.970   MT  0.99963583   -0 28 00.2
 OX0496
 OX0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0496!SPC ID E     -   0.99976447  x   0.99996671  =   0.99973119
 OX0496!UTM  12      -   0.99976447  x   0.99963583  =   0.99940039
 OX0496
 OX0496|---------------------------------------------------------------------|
 OX0496| PID    Reference Object                     Distance      Geod. Az  |
 OX0496|                                                           dddmmss.s |
 OX0496| OX0497 CANAL RM 1                           13.100 METERS 17919     |
 OX0496| OX0499 CANAL AZ MK                                        2695122.1 |
 OX0496| OX0498 CANAL RM 2                           12.300 METERS 27117     |
 OX0496| OX0725 ST ANTHONY MUNICIPAL TANK           APPROX. 2.7 KM 3492008.9 |
 OX0496|---------------------------------------------------------------------|
 OX0496
 OX0496                          SUPERSEDED SURVEY CONTROL
 OX0496
 OX0496  NAD 83(1986)-  43 56 28.97709(N)    111 40 21.20058(W) AD(       ) 1
 OX0496  NAD 27      -  43 56 29.29000(N)    111 40 18.34400(W) AD(       ) 1
 OX0496  NGVD 29 (??/??/92) 1512.223  (m)         4961.35   (f) ADJ UNCH    2 0
 OX0496
 OX0496.Superseded values are not recommended for survey control.
 OX0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0496.See file dsdata.txt to determine how the superseded data were derived.
 OX0496
 OX0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP4602565582(NAD 83)
 OX0496_MARKER: DS = TRIANGULATION STATION DISK
 OX0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0496_STAMPING: CANAL 1946
 OX0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0496+STABILITY: SURFACE MOTION
 OX0496
 OX0496  HISTORY     - Date     Condition        Report By
 OX0496  HISTORY     - 1946     MONUMENTED       CGS
 OX0496  HISTORY     - 1951     GOOD             NGS
 OX0496  HISTORY     - 1974     GOOD             NGS
 OX0496  HISTORY     - 19990601 GOOD             IDTD
 OX0496
 OX0496                          STATION DESCRIPTION
 OX0496
 OX0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0496'THE STATION IS LOCATED 1-3/4 MILES, AIRLINE, SOUTH-SOUTHEAST OF
 OX0496'ST. ANTHONY, 4 MILES, AIRLINE, NORTH BY WEST OF TETON, 7-3/4
 OX0496'MILES, AIRLINE, NORTH-NORTHEAST OF SUGAR CITY, AND 1/4 MILE EAST
 OX0496'OF AN IDAHO STATE HIGHWAY.  IT IS ALONG THE NORTH EDGE OF A
 OX0496'COUNTY ROAD, 157 YARDS WEST OF THE FARMERS FRIEND CANAL.
 OX0496'
 OX0496'THE STATION MARK IS A STANDARD DISC IN THE TOP OF A SQUARE
 OX0496'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 4 FEET SOUTHEAST OF
 OX0496'A WHITE 4 IN X 4 IN WITNESS POST, 3 FEET SOUTH OF AN EAST-WEST
 OX0496'FENCE LINE, AND 22 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 OX0496'ROAD.  THE DISC IS STAMPED CANAL 1946.
 OX0496'
 OX0496'REFERENCE MARK NO. 1 IS A STANDARD DISC IN THE TOP OF A SQUARE
 OX0496'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 4 FEET NORTH OF
 OX0496'AN EAST-WEST FENCE LINE, 22 FEET SOUTH OF THE CENTER LINE
 OX0496'OF A GRAVELED ROAD, AND APPROXIMATELY THE SAME ELEVATION AS
 OX0496'THE STATION MARK.  THE DISC IS STAMPED CANAL NO 1 1946.
 OX0496'
 OX0496'REFERENCE MARK NO. 2 IS A STANDARD DISC IN THE TOP OF A SQUARE
 OX0496'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 3.3 FEET SOUTH
 OX0496'OF AN EAST-WEST FENCE LINE, 22 FEET NORTH OF THE CENTER LINE
 OX0496'OF A GRAVELED ROAD, AND APPROXIMATELY THE SAME ELEVATION AS
 OX0496'THE STATION MARK.  IT IS STAMPED CANAL NO 2 1946.
 OX0496'
 OX0496'THE AZIMUTH MARK IS A STATE OF IDAHO RIGHT-OF-WAY DISC IN
 OX0496'THE TOP OF AN 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 8
 OX0496'INCHES.  IT IS IN THE NORTHEAST SIDE OF THE INTERSECTION OF
 OX0496'THE STATE HIGHWAY AND COUNTY ROAD, 35 FEET EAST OF THE CENTER
 OX0496'LINE OF THE STATE HIGHWAY, 14 FEET NORTH OF THE CENTER LINE
 OX0496'OF THE COUNTY ROAD, AND 3-1/2 FEET EAST OF A POWER POLE.
 OX0496'IT IS STAMPED CANAL AZI MK 1946.
 OX0496'
 OX0496'THE SUBSTITUTE CONTROL STATION IS THE CENTER OF THE INTERSECTION
 OX0496'OF THE FARMERS FRIEND CANAL AND A GRAVELED COUNTY ROAD.  A
 OX0496'TEMPORARY POINT ON THE CENTER OF THE BRIDGE WAS USED.
 OX0496'
 OX0496'TO REACH THE STATION FROM U.S. HIGHWAY NO. 191 AT THE UNION
 OX0496'PACIFIC RAILROAD STATION IN THE SOUTHERN PART OF ST. ANTHONY, GO
 OX0496'EAST AND SOUTH ON A PAVED STATE HIGHWAY FOR 1.55 MILES.  TURN LEFT,
 OX0496'EAST ON A GRAVELED ROAD AND GO 0.25 MILE TO THE STATION ON
 OX0496'THE LEFT.  A DRIVE STATION.
 OX0496
 OX0496                          STATION RECOVERY (1951)
 OX0496
 OX0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OX0496'1.7 MI SE FROM ST ANTHONY.
 OX0496'ABOUT 1.5 MILES SOUTH ALONG THE ST ANTHONY-TETON HIGHWAY FROM THE
 OX0496'UNION PACIFIC RAILROAD STATION AT ST ANTHONY, THENCE 0.2 MILE EAST
 OX0496'ALONG A GRAVEL ROAD, ABOUT 150 YARDS WEST OF THE BRIDGE OVER THE
 OX0496'FARMERS FRIEND IRRIGATION CANAL, 21 FEET NORTH OF THE CENTER LINE OF
 OX0496'THE ROAD, 9 FEET WEST OF THE CENTER OF A LARGE WOODEN GATE, 3.3 FEET
 OX0496'SOUTH OF A FENCE LINE, 4 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT
 OX0496'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OX0496'0.2 FOOT ABOVE THE GROUND.
 OX0496
 OX0496                          STATION RECOVERY (1974)
 OX0496
 OX0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OX0496'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.  FOLLOWING A
 OX0496'DETERMINED SEARCH THE STATION MARK, AND BOTH REFERENCE MARKS WERE
 OX0496'FOUND IN GOOD CONDITION.  THE ROAD HAS BEEN IMPROVED, THE
 OX0496'GRADE HAS BEEN RAISED, THE STATION MARK, AND THE REFERENCE
 OX0496'MARKS ARE NOW BELOW THE SURFACE.  A NEW AND COMPLETE DESCRIPTION
 OX0496'FOLLOWS.
 OX0496'
 OX0496'THE STATION IS ON THE RIGHT-OF-WAY OF AN EAST-WEST MACADAM
 OX0496'ROAD.
 OX0496'
 OX0496'TO REACH THE STATION FROM THE ST. ANTHONY RAILROAD STATION
 OX0496'GO EAST ON THE MACADAM ROAD FOR 0.15 MILE TO WHERE THE ROAD
 OX0496'CURVES RIGHT, TURN RIGHT, AND GO SOUTH ON THE MACADAM ROAD
 OX0496'FOR 1.35 MILES TO A CROSSROAD, AND THE AZIMUTH MARK IN THE
 OX0496'NORTHEAST ANGLE FORMED BY THIS CROSSROAD.  TURN LEFT, AND GO
 OX0496'EAST ON THE MACADAM ROAD FOR 0.25 MILE TO THE STATION ON THE
 OX0496'LEFT.
 OX0496'
 OX0496'THE STATION MARK, STAMPED CANAL 1946, IS A STANDARD DISK
 OX0496'SET IN A SQUARE CONCRETE MONUMENT THAT IS 8-INCHES BELOW THE
 OX0496'SURFACE, 470 FEET WEST OF THE FARMERS FRIEND CANAL, 20.3 FEET
 OX0496'NORTH OF THE CENTER OF THE MACADAM ROAD, 9 FEET WEST OF A
 OX0496'FIELD APPROACH, 4.0 FEET SOUTH-SOUTHWEST OF THE WEST END
 OX0496'OF A GATE, 3.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, 1
 OX0496'FOOT EAST OF A METAL WITNESS POST, AND 2 FEET LOWER THAN THE
 OX0496'ROAD.
 OX0496'
 OX0496'REFERENCE MARK NO. 1, STAMPED CANAL NO 1 1946, IS A STANDARD
 OX0496'DISK IN A SQUARE CONCRETE MONUMENT THAT IS 5-INCHES BELOW THE
 OX0496'SURFACE, 23 FEET SOUTH OF THE CENTER OF THE MACADAM ROAD, 3.3
 OX0496'FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, AND 2.5 FEET
 OX0496'NORTH-NORTHWEST OF TELEPHONE POLE NO. 4, WITH A WITNESS SIGN
 OX0496'NAILED ON IT.
 OX0496'
 OX0496'REFERENCE MARK NO. 2, STAMPED CANAL NO 2 1946, IS A STANDARD
 OX0496'DISK SET IN A SQUARE CONCRETE MONUMENT THAT IS 3-INCHES BELOW
 OX0496'THE SURFACE, 41 FEET WEST OF THE WEST END OF THE GATE, 21.5
 OX0496'FEET NORTH OF THE CENTER OF THE MACADAM ROAD, AND 3 FEET SOUTH
 OX0496'OF THE RIGHT-OF-WAY FENCE LINE.
 OX0496'
 OX0496'THE AZIMUTH MARK, STAMPED CANAL AZI MK 1946, IS A HIGHWAY
 OX0496'RIGHT-OF-WAY DISK SET IN A 6-INCH SQUARE CONCRETE POST THAT
 OX0496'PROJECTS 2-INCHES, 86 FEET WEST OF TED BUTLERS MAILBOX, 41
 OX0496'FEET EAST OF THE NORTH-SOUTH MACADAM ROAD, 20 FEET NORTH OF
 OX0496'THE CENTER OF THE EAST-WEST MACADAM ROAD, 4 FEET SOUTH-SOUTHEAST
 OX0496'OF A FENCE CORNER, 3 FEET EAST OF A POWER POLE WITH TRANSFORMER,
 OX0496'AND 1 FOOT SOUTH OF A WITNESS POST.
 OX0496'
 OX0496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 OX0496'SOUTHEAST OF ST. ANTHONY.
 OX0496
 OX0496                          STATION RECOVERY (1999)
 OX0496
 OX0496'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OX0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0937 ***********************************************************************
 OZ0937  DESIGNATION -  CANAL
 OZ0937  PID         -  OZ0937
 OZ0937  STATE/COUNTY-  ID/BLAINE
 OZ0937  USGS QUAD   -  SHOSHONE ICE CAVE (1979)
 OZ0937
 OZ0937                         *CURRENT SURVEY CONTROL
 OZ0937  ___________________________________________________________________
 OZ0937* NAD 83(1992)-  43 12 17.67023(N)    114 18 56.41316(W)     ADJUSTED  
 OZ0937* NAVD 88     -      1427.3    (meters)    4683.     (feet)  VERTCON   
 OZ0937  ___________________________________________________________________
 OZ0937  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 OZ0937  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 OZ0937
 OZ0937  HORZ ORDER  -  SECOND
 OZ0937
 OZ0937.The horizontal coordinates were established by classical geodetic methods
 OZ0937.and adjusted by the National Geodetic Survey in July 1992..
 OZ0937
 OZ0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0937
 OZ0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0937
 OZ0937.The geoid height was determined by GEOID03.
 OZ0937
 OZ0937;                    North         East     Units Scale Factor Converg.
 OZ0937;SPC ID C     -   170,909.984   474,346.978   MT  0.99995546   -0 12 58.0
 OZ0937;UTM  11      - 4,787,068.507   718,071.946   MT  1.00018504   +1 50 18.4
 OZ0937
 OZ0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0937!SPC ID C     -   0.99977840  x   0.99995546  =   0.99973387
 OZ0937!UTM  11      -   0.99977840  x   1.00018504  =   0.99996339
 OZ0937
 OZ0937|---------------------------------------------------------------------|
 OZ0937| PID    Reference Object                     Distance      Geod. Az  |
 OZ0937|                                                           dddmmss.s |
 OZ0937| CD4378 CANAL RM 2                           18.831 METERS 17031     |
 OZ0937| OZ0938 ICE                                 APPROX. 4.5 KM 2002858.5 |
 OZ0937| CD4377 CANAL RM 1                           16.263 METERS 25723     |
 OZ0937|---------------------------------------------------------------------|
 OZ0937
 OZ0937                          SUPERSEDED SURVEY CONTROL
 OZ0937
 OZ0937  NAD 83(1986)-  43 12 17.66836(N)    114 18 56.40897(W) AD(       ) 2
 OZ0937  NAD 27      -  43 12 18.01041(N)    114 18 53.25249(W) AD(       ) 2
 OZ0937  NGVD 29 (07/19/86) 1426.3    (m)         4679.     (f) VERT ANG       
 OZ0937
 OZ0937.Superseded values are not recommended for survey control.
 OZ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0937.See file dsdata.txt to determine how the superseded data were derived.
 OZ0937
 OZ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1807287069(NAD 83)
 OZ0937_MARKER: DD = SURVEY DISK
 OZ0937_SETTING: 0 = UNSPECIFIED SETTING
 OZ0937
 OZ0937  HISTORY     - Date     Condition        Report By
 OZ0937  HISTORY     - 1973     MONUMENTED       USGS
 OZ0937
 OZ0937                          STATION DESCRIPTION
 OZ0937
 OZ0937'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0937'LOCATED ABOUT 19 MI N. OF SHOSHONE, 13.5 MI NW. OF RICHFIELD,
 OZ0937'145 FT E. OF CENTERLINE HIGHWAY 93 AND ABOUT 8 FT AND 5 FT
 OZ0937'W. OF STEEL WITNESS POST AND SIGN.
 OZ0937'
 OZ0937'TO REACH FROM RR. X-ING AND U.S. HIGHWAY 93 TRAVEL N. FOR 19.7
 OZ0937'MI (0.3 MI N. OF CROSSING OF RICHFIELD CANAL AND U.S. HIGHWAY
 OZ0937'93, TO STATION ON RIGHT).
 OZ0937'
 OZ0937'STATION MARK--A STANDARD USGS TABLET STAMPED CANAL 1970 SET IN
 OZ0937'TOP OF A CONC. POST PROJECTING 0.1 FT.
 OZ0937'
 OZ0937'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 OZ0937'1970 1 SET IN TOP OF A CONC. POST PROJECTING 0.1 FT ABOVE
 OZ0937'GROUND AND 1.0 FT BELOW STATION MARK.
 OZ0937'
 OZ0937'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 OZ0937'1970 2 SET IN TOP OF A CONC. POST PROJECTING 0.1 FT
 OZ0937'ABOVE GROUND AND 1.2 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0499 ***********************************************************************
 OX0499  DESIGNATION -  CANAL AZ MK
 OX0499  PID         -  OX0499
 OX0499  STATE/COUNTY-  ID/FREMONT
 OX0499  USGS QUAD   -  ST ANTHONY (1979)
 OX0499
 OX0499                         *CURRENT SURVEY CONTROL
 OX0499  ___________________________________________________________________
 OX0499* NAD 83(1986)-  43 56 29.     (N)    111 40 39.     (W)     SCALED    
 OX0499* NAVD 88     -      1512.818  (meters)    4963.30   (feet)  POSTED    
 OX0499  ___________________________________________________________________
 OX0499  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 OX0499  DYNAMIC HT  -        1512.050 (meters)    4960.78  (feet)  COMP
 OX0499  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 OX0499
 OX0499  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0499
 OX0499.The horizontal coordinates were scaled from a topographic map and have
 OX0499.an estimated accuracy of +/- 6 seconds.
 OX0499
 OX0499.The orthometric height was determined by differential leveling
 OX0499.and adjusted by the National Geodetic Survey in 1992..
 OX0499.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0499.rate of 1.1 thru 2.0 mm/km.
 OX0499
 OX0499.The geoid height was determined by GEOID03.
 OX0499
 OX0499.The dynamic height is computed by dividing the NAVD 88
 OX0499.geopotential number by the normal gravity value computed on the
 OX0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0499.degrees latitude (g = 980.6199 gals.).
 OX0499
 OX0499.The modeled gravity was interpolated from observed gravity values.
 OX0499
 OX0499;                    North         East    Units  Estimated Accuracy
 OX0499;SPC ID E     -   252,800.      239,270.      MT  (+/- 180 meters Scaled)
 OX0499
 OX0499                          SUPERSEDED SURVEY CONTROL
 OX0499
 OX0499  NGVD 29 (??/??/92) 1511.764  (m)         4959.85   (f) ADJ UNCH    2 0
 OX0499
 OX0499.Superseded values are not recommended for survey control.
 OX0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0499.See file dsdata.txt to determine how the superseded data were derived.
 OX0499
 OX0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP456655(NAD 83)
 OX0499_MARKER: DD = SURVEY DISK
 OX0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0499_STAMPING: CANAL AZI MK 1946
 OX0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0499+STABILITY: SURFACE MOTION
 OX0499
 OX0499  HISTORY     - Date     Condition        Report By
 OX0499  HISTORY     - 1946     MONUMENTED       IDPWD
 OX0499  HISTORY     - 1951     GOOD             NGS
 OX0499  HISTORY     - 19990601 POOR             IDTD
 OX0499
 OX0499                          STATION DESCRIPTION
 OX0499
 OX0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0499'1.5 MI S FROM ST ANTHONY.
 OX0499'ABOUT 1.5 MILES SOUTH ALONG THE ST ANTHONY-TETON HIGHWAY FROM THE
 OX0499'UNION PACIFIC RAILROAD STATION AT ST ANTHONY, AT A GRAVEL ROAD
 OX0499'CROSSING , 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 OX0499'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 4 1/2 FEET SOUTH OF A
 OX0499'FENCE CORNER, 3 FEET EAST OF A POWER LINE POLE WITH A TRANSFORMER, AND
 OX0499'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OX0499'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OX0499
 OX0499                          STATION RECOVERY (1999)
 OX0499
 OX0499'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OX0499'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0497 ***********************************************************************
 OX0497  DESIGNATION -  CANAL RM 1
 OX0497  PID         -  OX0497
 OX0497  STATE/COUNTY-  ID/FREMONT
 OX0497  USGS QUAD   -  ST ANTHONY (1979)
 OX0497
 OX0497                         *CURRENT SURVEY CONTROL
 OX0497  ___________________________________________________________________
 OX0497* NAD 83(1986)-  43 56 29.     (N)    111 40 21.     (W)     SCALED    
 OX0497* NAVD 88     -      1513.262  (meters)    4964.76   (feet)  POSTED    
 OX0497  ___________________________________________________________________
 OX0497  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 OX0497  DYNAMIC HT  -        1512.490 (meters)    4962.23  (feet)  COMP
 OX0497  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 OX0497
 OX0497  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0497
 OX0497.The horizontal coordinates were scaled from a topographic map and have
 OX0497.an estimated accuracy of +/- 6 seconds.
 OX0497
 OX0497.The orthometric height was determined by differential leveling
 OX0497.and adjusted by the National Geodetic Survey in 1992..
 OX0497.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0497.rate of 1.1 thru 2.0 mm/km.
 OX0497
 OX0497.The geoid height was determined by GEOID03.
 OX0497
 OX0497.The dynamic height is computed by dividing the NAVD 88
 OX0497.geopotential number by the normal gravity value computed on the
 OX0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0497.degrees latitude (g = 980.6199 gals.).
 OX0497
 OX0497.The modeled gravity was interpolated from observed gravity values.
 OX0497
 OX0497;                    North         East    Units  Estimated Accuracy
 OX0497;SPC ID E     -   252,800.      239,670.      MT  (+/- 180 meters Scaled)
 OX0497
 OX0497                          SUPERSEDED SURVEY CONTROL
 OX0497
 OX0497  NGVD 29 (??/??/92) 1512.207  (m)         4961.30   (f) ADJ UNCH    2 0
 OX0497
 OX0497.Superseded values are not recommended for survey control.
 OX0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0497.See file dsdata.txt to determine how the superseded data were derived.
 OX0497
 OX0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP460655(NAD 83)
 OX0497_MARKER: DR = REFERENCE MARK DISK
 OX0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0497_STAMPING: CANAL NO 1 1946
 OX0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0497+STABILITY: SURFACE MOTION
 OX0497
 OX0497  HISTORY     - Date     Condition        Report By
 OX0497  HISTORY     - 1946     MONUMENTED       CGS
 OX0497  HISTORY     - 1951     GOOD             NGS
 OX0497
 OX0497                          STATION DESCRIPTION
 OX0497
 OX0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0497'1.7 MI SE FROM ST ANTHONY.
 OX0497'ABOUT 1.5 MILES SOUTH ALONG THE ST ANTHONY-TETON HIGHWAY FROM THE
 OX0497'UNION PACIFIC RAILROAD STATION AT ST ANTHONY, THENCE 0.2 MILE EAST
 OX0497'ALONG A GRAVEL ROAD, ABOUT 150 YARDS WEST OF THE BRIDGE OVER THE
 OX0497'FARMERS FRIEND IRRIGATION CANAL, 42.9 FEET SOUTH OF TRIANGULATION
 OX0497'STATION CANAL, 21 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 3
 OX0497'1/2 FEET NORTH OF A TELEPHONE LINE POLE, AND ABOUT LEVEL WITH THE
 OX0497'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 OX0497'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0498 ***********************************************************************
 OX0498  DESIGNATION -  CANAL RM 2
 OX0498  PID         -  OX0498
 OX0498  STATE/COUNTY-  ID/FREMONT
 OX0498  USGS QUAD   -  ST ANTHONY (1979)
 OX0498
 OX0498                         *CURRENT SURVEY CONTROL
 OX0498  ___________________________________________________________________
 OX0498* NAD 83(1986)-  43 56 29.     (N)    111 40 21.     (W)     SCALED    
 OX0498* NAVD 88     -      1513.171  (meters)    4964.46   (feet)  POSTED    
 OX0498  ___________________________________________________________________
 OX0498  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 OX0498  DYNAMIC HT  -        1512.400 (meters)    4961.93  (feet)  COMP
 OX0498  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 OX0498
 OX0498  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0498
 OX0498.The horizontal coordinates were scaled from a topographic map and have
 OX0498.an estimated accuracy of +/- 6 seconds.
 OX0498
 OX0498.The orthometric height was determined by differential leveling
 OX0498.and adjusted by the National Geodetic Survey in 1992..
 OX0498.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0498.rate of 1.1 thru 2.0 mm/km.
 OX0498
 OX0498.The geoid height was determined by GEOID03.
 OX0498
 OX0498.The dynamic height is computed by dividing the NAVD 88
 OX0498.geopotential number by the normal gravity value computed on the
 OX0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0498.degrees latitude (g = 980.6199 gals.).
 OX0498
 OX0498.The modeled gravity was interpolated from observed gravity values.
 OX0498
 OX0498;                    North         East    Units  Estimated Accuracy
 OX0498;SPC ID E     -   252,800.      239,670.      MT  (+/- 180 meters Scaled)
 OX0498
 OX0498                          SUPERSEDED SURVEY CONTROL
 OX0498
 OX0498  NGVD 29 (??/??/92) 1512.117  (m)         4961.00   (f) ADJ UNCH    2 0
 OX0498
 OX0498.Superseded values are not recommended for survey control.
 OX0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0498.See file dsdata.txt to determine how the superseded data were derived.
 OX0498
 OX0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP460655(NAD 83)
 OX0498_MARKER: DR = REFERENCE MARK DISK
 OX0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0498_STAMPING: CANAL NO 2 1946
 OX0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0498+STABILITY: SURFACE MOTION
 OX0498
 OX0498  HISTORY     - Date     Condition        Report By
 OX0498  HISTORY     - 1946     MONUMENTED       CGS
 OX0498  HISTORY     - 1951     GOOD             NGS
 OX0498
 OX0498                          STATION DESCRIPTION
 OX0498
 OX0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0498'1.7 MI SE FROM ST ANTHONY.
 OX0498'ABOUT 1.5 MILES SOUTH ALONG THE ST ANTHONY-TETON HIGHWAY FROM THE
 OX0498'UNION PACIFIC RAILROAD STATION AT ST ANTHONY, THENCE 0.2 MILE EAST
 OX0498'ALONG A GRAVEL ROAD, ABOUT 150 YARDS WEST OF THE BRIDGE OVER THE
 OX0498'FARMERS FRIEND IRRIGATION CANAL, 40.4 FEET WEST OF THE TRIANGULATION
 OX0498'STATION CANAL, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.4 FEET
 OX0498'SOUTH OF A FENCE, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 OX0498'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1271 ***********************************************************************
 RA1271  DESIGNATION -  CANFIELD
 RA1271  PID         -  RA1271
 RA1271  STATE/COUNTY-  ID/IDAHO
 RA1271  USGS QUAD   -  WHITE BIRD (1982)
 RA1271
 RA1271                         *CURRENT SURVEY CONTROL
 RA1271  ___________________________________________________________________
 RA1271* NAD 83(1992)-  45 50 48.21156(N)    116 19 46.80496(W)     ADJUSTED  
 RA1271* NAVD 88     -      1343.5    (meters)    4408.     (feet)  VERTCON   
 RA1271  ___________________________________________________________________
 RA1271  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 RA1271  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 RA1271
 RA1271  HORZ ORDER  -  SECOND
 RA1271
 RA1271.The horizontal coordinates were established by classical geodetic methods
 RA1271.and adjusted by the National Geodetic Survey in July 1992..
 RA1271
 RA1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1271
 RA1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1271
 RA1271.The geoid height was determined by GEOID03.
 RA1271
 RA1271;                    North         East     Units Scale Factor Converg.
 RA1271;SPC ID W     -   464,568.406   754,976.199   MT  0.99995825   -0 24 57.3
 RA1271;UTM  11      - 5,077,236.322   552,048.456   MT  0.99963330   +0 28 51.5
 RA1271
 RA1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1271!SPC ID W     -   0.99979196  x   0.99995825  =   0.99975022
 RA1271!UTM  11      -   0.99979196  x   0.99963330  =   0.99942534
 RA1271
 RA1271|---------------------------------------------------------------------|
 RA1271| PID    Reference Object                     Distance      Geod. Az  |
 RA1271|                                                           dddmmss.s |
 RA1271| CH6605 CANFIELD RM 1                        21.436 METERS 15417     |
 RA1271| CH6606 CANFIELD RM 2                        14.953 METERS 24520     |
 RA1271| CH6604 CANFIELD AZ MK                                     3362940.2 |
 RA1271|---------------------------------------------------------------------|
 RA1271
 RA1271                          SUPERSEDED SURVEY CONTROL
 RA1271
 RA1271  NAD 83(1991)-  45 50 48.21267(N)    116 19 46.80438(W) AD(       ) 2
 RA1271  NAD 83(1986)-  45 50 48.21263(N)    116 19 46.80417(W) AD(       ) 2
 RA1271  NAD 27      -  45 50 48.63904(N)    116 19 43.28411(W) AD(       ) 2
 RA1271  NGVD 29 (07/19/86) 1342.4    (m)         4404.     (f) VERT ANG       
 RA1271
 RA1271.Superseded values are not recommended for survey control.
 RA1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1271.See file dsdata.txt to determine how the superseded data were derived.
 RA1271
 RA1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5204877236(NAD 83)
 RA1271_MARKER: DS = TRIANGULATION STATION DISK
 RA1271_SETTING: 0 = UNSPECIFIED SETTING
 RA1271
 RA1271  HISTORY     - Date     Condition        Report By
 RA1271  HISTORY     - 1945     MONUMENTED       CGS
 RA1271  HISTORY     - 1978     GOOD             NGS
 RA1271
 RA1271                          STATION DESCRIPTION
 RA1271
 RA1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1271'STATION IS LOCATED ON THE E POINT OF A BARREN PASTURE RIDGE.  IT IS
 RA1271'BETWEEN CENTER CREEK AND THE SALMON RIVER, IN THE SE 1/4 SEC. 16,
 RA1271'T. 29, R. 1 E., AND ON PROPERTY OWNED BY MR. FRANK ALLEN.
 RA1271'
 RA1271'STATION MARK IS A BRONZE STATION DISK BRAZED TO THE TOP OF A
 RA1271'CAST-IRON SOIL PIPE 2 INCHES IN DIAMETER.  IT PROJECTS 6 INCHES AND
 RA1271'IS STAMPED CANFIELD 1945.
 RA1271'
 RA1271'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP OF A
 RA1271'CAST-IRON SOIL PIPE 2 INCHES IN DIAMETER.  IT PROJECTS 12 INCHES
 RA1271'AND IS STAMPED CANFIELD NO 1 1945.
 RA1271'
 RA1271'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP OF A
 RA1271'CAST-IRON SOIL PIPE 2 INCHES IN DIAMETER.  IT PROJECTS 12 INCHES AND
 RA1271'IS STAMPED CANFIELD NO 2 1945.
 RA1271'
 RA1271'AZIMUTH MARK IS A BRONZE AZIMUTH DISK BRAZED TO THE TOP OF A
 RA1271'CAST-IRON SOIL PIPE 2 INCHES IN DIAMETER.  IT IS SET IN A FENCE LINE
 RA1271'AND ON THE E SLOPE OF A HILL.  IT PROJECTS 6 INCHES AND IS STAMPED
 RA1271'CANFIELD 1945.  TO REACH FROM THE STATION, GO W 0.15 MILE TO
 RA1271'FENCE, TURN RIGHT AND FOLLOW FENCE 0.3 MILE TO AZIMUTH MARK AS
 RA1271'DESCRIBED.
 RA1271'
 RA1271'TO REACH STATION FROM THE TEXACO SERVICE STATION IN WHITE BIRD, GO
 RA1271'S ON U.S. HIGHWAY 95 FOR 1.75 MILES TO A GRAVEL ROAD RIGHT, TURN
 RA1271'RIGHT, CROSSING BRIDGE OVER SALMON RIVER, AND FOLLOW THE MAIN
 RA1271'TRAVELED ROAD N AND W FOR 9.15 MILES TO A T-INTERSECTION AT THE
 RA1271'SUMMIT OF THE RIDGE AND A SIGN CANFIELD, TURN RIGHT (N) AND
 RA1271'CONTINUE FOR 0.75 MILE TO A T-ROAD RIGHT (E), TURN RIGHT (E) AND
 RA1271'FOLLOW THE MAIN TRAVELED ROAD E AND N FOR 3.3 MILES TO A WIRE
 RA1271'GATE ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO E ON TRACK ROAD
 RA1271'0.4 MILE TO A CORRAL, GO SSE FOR 0.25 MILE TO SUMMIT OF HILL AND A
 RA1271'WIRE FENCE AND END OF TRUCK TRAVEL.  FROM HERE PACK E ABOUT
 RA1271'200 YARDS TO THE STATION AS DESCRIBED.
 RA1271
 RA1271                          STATION RECOVERY (1978)
 RA1271
 RA1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RA1271'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 RA1271'RECOVERED IN GOOD CONDITION.  THE ORIGINAL TO REACH IS OBSOLETE.  A
 RA1271'NEW TO REACH FOLLOWS.
 RA1271'
 RA1271'THE STATION IS ON RANGE LAND OWNED BY THE HECKMAN CATTLE COMPANY.
 RA1271'
 RA1271'TO REACH THE STATION FROM THE WHITE BIRD POST OFFICE GO SOUTHWEST ON
 RA1271'THE MACADAM ROAD FOR 1.75 MILES TO A FORK, TAKE THE RIGHT FORK,
 RA1271'CROSS THE BRIDGE OVER THE SALMON RIVER, THEN GO NORTH, AND WEST ON
 RA1271'THE MOUNTAIN ROAD FOR 9.4 MILES TO A FORK AT THE SUMMIT, TAKE
 RA1271'THE RIGHT FORK, CROSS THE CATTLE GUARD, AND GO NORTH ON THE GRAVEL
 RA1271'ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT, 0.1 MILE AFTER PASSING A
 RA1271'CORRAL ON THE RIGHT.  TURN RIGHT, AND GO NORTHEAST ON THE GRAVEL
 RA1271'ROAD FOR 2.1 MILES TO THE END OF THE GRAVEL AT A SET OF RANCH
 RA1271'BUILDINGS.  PASS BETWEEN THE HOUSE, AND THE BARN, AND GO NORTHEAST
 RA1271'ON THE FIELD ROAD ON THE NORTHWEST SIDE OF THE FENCE FOR 0.3 MILE
 RA1271'TO A GATE INTO THE PASTURE, PASS THRU THE GATE, AND GO NORTH ON THE
 RA1271'TRACK ROAD FOR 0.3 MILE TO A GATE IN THE EAST-WEST FENCE LINE, PASS
 RA1271'THRU THE GATE, AND CONTINUE NORTHERLY ON THE DIRT ROAD IN THE
 RA1271'PASTURE FOR 0.6 MILE TO A T FENCE CORNER ON THE LEFT, CONTINUE
 RA1271'NORTH, ON THE EAST SIDE OF THE FENCE FOR 0.05 MILE, THEN TURN RIGHT,
 RA1271'AND GO EAST CROSS COUNTRY FOR 0.1 MILE TO THE STATION.
 RA1271'
 RA1271'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.1 MILE TO
 RA1271'THE NORTH-SOUTH FENCE LINE, THEN TURN RIGHT, AND GO NORTH ON THE
 RA1271'TRACK ROAD ON THE EAST SIDE OF THE FENCE FOR 0.3 MILE TO THE
 RA1271'AZIMUTH MARK ON THE LEFT.  A METAL WITNESS POST WAS PLACED 2 FEET
 RA1271'NORTH OF THE AZIMUTH MARK.  A METAL WITNESS POST WAS PLACED 6
 RA1271'FEET NORTH OF THE STATION MARK.
 RA1271'
 RA1271'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES NORTHWEST
 RA1271'OF WHITE BIRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1590 ***********************************************************************
 SV1590  DESIGNATION -  CANFIELD RESET
 SV1590  PID         -  SV1590
 SV1590  STATE/COUNTY-  ID/KOOTENAI
 SV1590  USGS QUAD   -  FERNAN LAKE (1981)
 SV1590
 SV1590                         *CURRENT SURVEY CONTROL
 SV1590  ___________________________________________________________________
 SV1590* NAD 83(1992)-  47 43 53.02444(N)    116 43 54.21553(W)     ADJUSTED  
 SV1590* NAVD 88     -      1236.5    (meters)    4057.     (feet)  VERTCON   
 SV1590  ___________________________________________________________________
 SV1590  LAPLACE CORR-           8.78  (seconds)                    DEFLEC99
 SV1590  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 SV1590
 SV1590  HORZ ORDER  -  SECOND
 SV1590
 SV1590.The horizontal coordinates were established by classical geodetic methods
 SV1590.and adjusted by the National Geodetic Survey in July 1992..
 SV1590
 SV1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1590
 SV1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1590
 SV1590.The geoid height was determined by GEOID03.
 SV1590
 SV1590;                    North         East     Units Scale Factor Converg.
 SV1590;SPC ID W     -   674,370.489   726,364.075   MT  0.99999994   -0 43 35.4
 SV1590;UTM  11      - 5,286,481.520   520,115.646   MT  0.99960497   +0 11 54.7
 SV1590
 SV1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1590!SPC ID W     -   0.99980897  x   0.99999994  =   0.99980891
 SV1590!UTM  11      -   0.99980897  x   0.99960497  =   0.99941401
 SV1590
 SV1590|---------------------------------------------------------------------|
 SV1590| PID    Reference Object                     Distance      Geod. Az  |
 SV1590|                                                           dddmmss.s |
 SV1590| CH6609 CANFIELD RM 3                         5.466 METERS 11847     |
 SV1590| CH8266 CANFIELD RM 1 STEM                                 12032     |
 SV1590| CH6607 CANFIELD RM 1                         5.486 METERS 12037     |
 SV1590| SV1586 COEUR D ALENE MTN LOT               APPROX.17.0 KM 1691116.2 |
 SV1590| SV1595 POTLATCH                            APPROX. 7.1 KM 1920550.1 |
 SV1590| CH6608 CANFIELD RM 2                         6.508 METERS 20318     |
 SV1590| CH6610 CANFIELD RM 4                         6.704 METERS 20354     |
 SV1590|---------------------------------------------------------------------|
 SV1590
 SV1590                          SUPERSEDED SURVEY CONTROL
 SV1590
 SV1590  NAD 83(1986)-  47 43 53.02741(N)    116 43 54.20841(W) AD(       ) 2
 SV1590  NAD 27      -  47 43 53.36567(N)    116 43 50.52734(W) AD(       ) 2
 SV1590  NGVD 29 (07/19/86) 1235.3    (m)         4053.     (f) VERT ANG       
 SV1590
 SV1590.Superseded values are not recommended for survey control.
 SV1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1590.See file dsdata.txt to determine how the superseded data were derived.
 SV1590
 SV1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2011686482(NAD 83)
 SV1590_MARKER: B = BOLT
 SV1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1590_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1590
 SV1590  HISTORY     - Date     Condition        Report By
 SV1590  HISTORY     - 1965     MONUMENTED       IDDH
 SV1590  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SV1590  HISTORY     - 1977     GOOD             NGS
 SV1590  HISTORY     - 19810623 GOOD             NGS
 SV1590
 SV1590                          STATION DESCRIPTION
 SV1590
 SV1590'DESCRIBED BY ID DEPT OF HIGHWAYS 1965
 SV1590'STATION MARK IS GONE FROM CONCRETE POST.  MARK REPLACED WITH
 SV1590'A BOLT IN ADDITIONAL CONCRETE, LEAVING SURFACE MARK A BOLT HEAD
 SV1590'IN AN 18 IN IRREGULAR POST PROJECTING ABOUT 6 IN.
 SV1590'
 SV1590'BEFORE THE STATION MARK WAS DESTROYED THE R.M. 1 DISTANCE
 SV1590'WAS FOUND TO BE 17.98 FEET INSTEAD OF 23.18 FEET SOUTHWEST OF
 SV1590'THE STATION AND 34 DEG FROM COEUR D ALENE MT. R.M. 3 1940.  R.M. 2
 SV1590'WAS FOUND TO BE 21.35 FEET INSTEAD OF 16.58 FEET AND 311 DEG
 SV1590'FROM COEUR D ALENE MT. R.M. 3 1940.
 SV1590
 SV1590                          STATION RECOVERY (1971)
 SV1590
 SV1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SV1590'THE IDAHO DEPARTMENT OF HIGHWAYS FOUND THE BRASS CAP MISSING
 SV1590'FROM THE STATION MARK IN 1962.  IN 1965 THEY REPLACED THE MISSING
 SV1590'CAP WITH A BOLT (ACCORDING TO RECOVERY NOTES OF THOSE YEARS).
 SV1590'IN 1971, THE ONLY MARK RECOVERED WAS THE STATION MARK, MARKED BY
 SV1590'THE BOLT.  THE TWO REFERENCE MARKS HAD BEEN BROKEN OUT OF THE
 SV1590'ROCKS.  REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.  THE
 SV1590'BOLT HEAD STILL MARKS THE STATION.
 SV1590'
 SV1590'THE STATION IS ON A RIDGE OF CANFIELD BUTTE (WEST), ABOUT 4
 SV1590'MILES NORTH-NORTHEAST OF COEUR D ALENE, ON THE WEST SIDE OF
 SV1590'THE HIGHER ELEVATIONS AT A VIEW POINT AFFORDING A VIEW OF A
 SV1590'LARGE PART OF COEUR D ALENE LAKE, THE CITY OF COEUR D ALENE AND
 SV1590'THE VALLEY TO THE WEST.
 SV1590'
 SV1590'TO REACH FROM THE INTERSECTION OF 4TH STREET AND BEST AVENUE,
 SV1590'WHICH IS ABOUT 3 BLOCKS NORTH OF THE 4TH STREET INTERCHANGE
 SV1590'ON INTERSTATE HIGHWAY 90 IN COEUR D ALENE, GO EAST ON BEST
 SV1590'AVE. FOR 0.7 MILE, TURN LEFT AND GO NORTH ON 15TH STREET FOR
 SV1590'0.25 MILE, TURN RIGHT ON NETTLETON ROAD AND GO 0.95 MILE
 SV1590'TO A CROSSROAD, CONTINUE STRAIGHT AHEAD 0.3 MILE TO A Y, KEEP
 SV1590'RIGHT 1.75 MILE TO A Y, KEEP LEFT 0.4 MILE TO A FORK, KEEP
 SV1590'RIGHT 1.35 MILES TO A T-INTERSECTION, KEEP LEFT 1.05 MILE
 SV1590'TO THE END OF THE ROAD AT THE SUMMIT.  WALK WESTERLY ALONG A
 SV1590'FOOT TRAIL ABOUT 150 YARDS TO THE STATION SITE AT THE END OF A
 SV1590'SHORT RIDGE, ON THE WEST SIDE OF A 6-FOOT HIGH OUTCROP.
 SV1590'STATION IS ABOUT 80 FEET LOWER IN ELEVATION THAN THE END
 SV1590'OF TRUCK TRAVEL.
 SV1590'
 SV1590'STATION MARK IS THE HEAD OF A BOLT, WITH A CROSS AND THE
 SV1590'LETTERS F P ON THE BOLTHEAD, SET IN AN IRREGULAR MASS OF CONCRETE
 SV1590'ABOUT 1 FOOT IN DIAMETER AND PROJECTING 4 INCHES.  IT IS 20
 SV1590'FEET EAST OF THE WEST END OF THE RIDGE, 10 FEET WEST OF A 6-FOOT
 SV1590'HIGH, 20-FOOT LONG OUTCROP, AND IN THE APPROXIMATE CENTER OF
 SV1590'THE RIDGE.
 SV1590'
 SV1590'REFERENCE MARK NO. 3, STAMPED CANFIELD 1958 NO 3 1971, IS
 SV1590'A STANDARD DISK SET IN A 20-FOOT LONG OUTCROP, 3 FEET NORTH OF
 SV1590'THE SOUTH END OF THE OUTCROP AND ABOUT 3 FEET HIGHER THAN THE
 SV1590'STATION MARK.
 SV1590'
 SV1590'REFERENCE MARK NO. 4, STAMPED CANFIELD 1958 NO 4 1971, IS A
 SV1590'STANDARD DISK SET IN A 5-FOOT LONG OUTCROP WHICH PROJECTS 3
 SV1590'FEET, ON THE SOUTHWEST SLOPE OF THE RIDGE AND ABOUT 4 FEET LOWER
 SV1590'THAN THE STATION MARK.
 SV1590'
 SV1590'R.M. STEM IS THE STEM OF ONE OF THE ORIGINAL REFERENCE MARKS
 SV1590'AND IT IS LOCATED ABOUT 8 INCHES SOUTH OF REFERENCE MARK NO.
 SV1590'3.
 SV1590'
 SV1590'R.M. 3 TO R.M. 4--27.24 FT., 8.302 METERS.
 SV1590'
 SV1590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 SV1590'NORTH-NORTHEAST OF COEUR D ALENE
 SV1590
 SV1590                          STATION RECOVERY (1977)
 SV1590
 SV1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SV1590'THE STATION WAS RECOVERED AS DESCRIBED BY L.F.S. IN 1971.  NO
 SV1590'OBSERVATIONS OR MEASUREMENTS WERE MADE DURING THIS VISIT.
 SV1590'
 SV1590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 SV1590'NORTH-NORTHEAST OF COEUR D ALENE.
 SV1590
 SV1590                          STATION RECOVERY (1981)
 SV1590
 SV1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 SV1590'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AS DESCRIBED
 SV1590'IN 1971.  THE DISTANCE AND DIRECTION TO THE MARKS COMPARED FAVORABLY
 SV1590'WITH THE PREVIOUS DATA.  DUE TO CHANGES IN THE AREA A COMPLETE NEW
 SV1590'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ON A RIDGE OF CANFILD
 SV1590'BUTTE ABOUT 6.4 KM (3.95 MI) NE OF COEUR D ALENE ON PROPERTY
 SV1590'CONTROLLED BY THE U S FOREST SRVICE.  TO REACH THE STATION FROM THE
 SV1590'JUNCTION OF INTERSTATE HIGHWAY 90 AND U S HIGHWAY 95 IN COEUR D ALENE
 SV1590'GO N ON U S HIGHWAY 95 FOR 0.16 KM (0.10 MI) TO A CROSS STREET AND
 SV1590'TRAFFIC LIGHT.  TURN RIGHT AND GO E ON APPLE WAY FOR 0.89 KM (0.55 MI)
 SV1590'TO A 4-WAY STOP STREET.  CONTINUE E ON BEST AVE FOR 1.21 KM (0.75 MI)
 SV1590'TO A T-INTERSECTION, TURN LEFT AND GO N ON 1ST STREET FOR 0.32 KM
 SV1590'(0.20 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO E ON NETTLETON
 SV1590'GULCH ROAD FOR 1.61 KM (1.00 MI) TO THE END OF THE PAVEMENT.  CONTINUE
 SV1590'AHEAD ON THE GRAVELED ROAD FOR 6.36 KM (3.95 MI) TO A T-INTERSECTION.
 SV1590'TURN LEFT, UPHILL FOR 1.77 KM (1.10 MI) TO THE END OF THE ROAD.  WALK
 SV1590'WESTERLY ALONG A GOOD TRAIL FOR ABOUT 150 METERS (492.1 FT) TO THE
 SV1590'STATION SITE.
 SV1590' 
 SV1590'THE STATION IS A PUNCH MARK IN THE HEAD OF A BRASS BOLT SET IN AN
 SV1590'IRREGULAR MASS OF CONCRETE THAT PROJECTS 15 CM.  THE STATION IS
 SV1590'LOCATED 3.05 METERS (10.01 FT) W FROM THE LARGE ROCK OUTCROP.
 SV1590' 
 SV1590'REFERENCE MARK NO 3, IS A STANDARD CGS, DISK STAMPED---CANFIELD 1958
 SV1590'NO 3 1971---, SET INTO ROCK OUTCROP, 20 FT (6.1 M) 6.10 METERS (20.01
 SV1590'FT) LARGEST DIMENSION.  THE STATION IS LOCATED 0.91 METERS (2.99 FT) N
 SV1590'FROM THE S END OF THE ROCK OUTCROP, AND 0.91 METERS (2.99 FT) HIGHER
 SV1590'THAN THE STATION.
 SV1590' 
 SV1590'REFERENCE MARK NO 4, IS A STANDARD CGS DISK STAMPED---CANFIELD 1958 NO
 SV1590'4 1971---, SET INTO ROCK OUTCROP, 5 FT (1.5 M) 1.52 METERS (4.99 FT)
 SV1590'LARGEST DIMENSION, ON THE SOUTHERN SLOPE OF THE RIDGE.  THE STATION IS
 SV1590'LOCATED 1.83 METERS (6.00 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1055 ***********************************************************************
 OZ1055  DESIGNATION -  CANON
 OZ1055  PID         -  OZ1055
 OZ1055  STATE/COUNTY-  ID/ELMORE
 OZ1055  USGS QUAD   -  CRATER RINGS SW (1992)
 OZ1055
 OZ1055                         *CURRENT SURVEY CONTROL
 OZ1055  ___________________________________________________________________
 OZ1055* NAD 83(1992)-  43 00 16.20083(N)    115 55 16.81472(W)     ADJUSTED  
 OZ1055* NAVD 88     -       909.7    (meters)    2985.     (feet)  VERTCON   
 OZ1055  ___________________________________________________________________
 OZ1055  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 OZ1055  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 OZ1055
 OZ1055  HORZ ORDER  -  SECOND
 OZ1055
 OZ1055.The horizontal coordinates were established by classical geodetic methods
 OZ1055.and adjusted by the National Geodetic Survey in July 1992..
 OZ1055
 OZ1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1055
 OZ1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1055
 OZ1055.The geoid height was determined by GEOID03.
 OZ1055
 OZ1055;                    North         East     Units Scale Factor Converg.
 OZ1055;SPC ID W     -   148,610.636   786,030.930   MT  0.99993573   -0 07 00.7
 OZ1055;UTM  11      - 4,761,879.005   587,913.963   MT  0.99969508   +0 44 08.7
 OZ1055
 OZ1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1055!SPC ID W     -   0.99985996  x   0.99993573  =   0.99979570
 OZ1055!UTM  11      -   0.99985996  x   0.99969508  =   0.99955508
 OZ1055
 OZ1055:                Primary Azimuth Mark                     Grid Az
 OZ1055:SPC ID W     -  CANON AZ MK                              016 57 37.8
 OZ1055:UTM  11      -  CANON AZ MK                              016 06 28.4
 OZ1055
 OZ1055|---------------------------------------------------------------------|
 OZ1055| PID    Reference Object                     Distance      Geod. Az  |
 OZ1055|                                                           dddmmss.s |
 OZ1055| CD4379 CANON AZ MK                                        0165037.1 |
 OZ1055| CD4380 CANON RM 1                            6.321 METERS 09823     |
 OZ1055| CD4381 CANON RM 2                            9.134 METERS 20410     |
 OZ1055| CD6120 CLOVER PP                                          32511     |
 OZ1055|---------------------------------------------------------------------|
 OZ1055
 OZ1055                          SUPERSEDED SURVEY CONTROL
 OZ1055
 OZ1055  NAD 83(1986)-  43 00 16.20150(N)    115 55 16.81134(W) AD(       ) 2
 OZ1055  NAD 27      -  43 00 16.58400(N)    115 55 13.48300(W) AD(       ) 2
 OZ1055  NGVD 29 (07/19/86)  908.8    (m)         2982.     (f) VERT ANG       
 OZ1055
 OZ1055.Superseded values are not recommended for survey control.
 OZ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1055.See file dsdata.txt to determine how the superseded data were derived.
 OZ1055
 OZ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8791461879(NAD 83)
 OZ1055_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1055_SETTING: 66 = SET IN ROCK OUTCROP
 OZ1055_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 OZ1055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ1055+STABILITY: POSITION/ELEVATION WELL
 OZ1055
 OZ1055  HISTORY     - Date     Condition        Report By
 OZ1055  HISTORY     - 1945     MONUMENTED       CGS
 OZ1055  HISTORY     - 1959     GOOD             CGS
 OZ1055  HISTORY     - 1990     GOOD             NGS
 OZ1055
 OZ1055                          STATION DESCRIPTION
 OZ1055
 OZ1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 OZ1055'STATION IS LOCATED ABOUT 15 MILES SW OF MOUNTAIN HOME, 10
 OZ1055'MILES NW OF BRUNEAU, 5 MILES SW OF MOUNTAIN HOME AIR BASE,
 OZ1055'AND 3 MILES NE OF THE MOUTH OF CANON CREEK.  IT IS ON A
 OZ1055'PROMINENT RIM ALONG THE N SIDE OF THE SNAKE RIVER.  IT IS
 OZ1055'0.15 MILE S OF POWER-TRANSMISSION LINE POLE 605, 152 FEET
 OZ1055'N OF THE RIM OF THE CANYON, AND 6 FEET S OF A CAIRN.
 OZ1055'
 OZ1055'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK AND
 OZ1055'IS STAMPED CANON 1945.  NO UNDERGROUND MARK WAS SET.
 OZ1055'
 OZ1055'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 OZ1055'AND IS STAMPED CANON NO 1 1945.  IT IS 3 FEET N OF A LARGE
 OZ1055'BOULDER AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION
 OZ1055'MARK.
 OZ1055'
 OZ1055'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 OZ1055'AND IS STAMPED CANON NO 2 1945.  IT IS 122 FEET N OF THE
 OZ1055'RIM OF THE CANYON, 6 FEET W OF A LARGE CLUMP OF SAGEBRUSH,
 OZ1055'AND ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN STATION MARK.
 OZ1055'
 OZ1055'AZIMUTH MARK IS A BRONZE AZIMUTH DISK BRAZED TO THE END
 OZ1055'OF A CAST-IRON SOIL PIPE, PLACED BELL DOWN, PROJECTING ABOUT
 OZ1055'10 INCHES AND IS STAMPED CANON 1945.  IT IS 7 FEET SW OF
 OZ1055'POWER-TRANSMISSION LINE POLE 605.
 OZ1055'
 OZ1055'TO REACH STATION FROM MOUNTAIN HOME, GO S ON U.S. HIGHWAY
 OZ1055'30 FOR 0.25 MILE, THEN GO RIGHT (W) ON ROAD LEADING TO MOUNTAIN
 OZ1055'HOME AIR BASE FOR 8.0 MILES TO WHERE THE ROAD LEADING TO
 OZ1055'AIR BASE TURNS S, GO STRAIGHT AHEAD (W) FOR 3.8 MILES TO A
 OZ1055'DIM TRACK ROAD TO THE LEFT (S).  TURN LEFT (S), CROSS GRADED
 OZ1055'ROAD AT 0.2 MILE, CONTINUE AHEAD ON TRACK ROAD FOR 0.9
 OZ1055'MILE, CROSS OVER DIAPOSAL DITCH AND CONTINUE S FOR 2.3 MILES
 OZ1055'TO POWER-TRANSMISSION LINE.  TURN LEFT (E) ON
 OZ1055'POWER-TRANSMISSION LINE ROAD FOR 0.85 MILE TO POLE 605, BEAR
 OZ1055'RIGHT (S) ACROSS SAGEBRUSH FOR 0.2 MILE TO THE STATION.
 OZ1055
 OZ1055                          STATION RECOVERY (1959)
 OZ1055
 OZ1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ1055'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 OZ1055'A NEW DESCRIPTION FOLLOWS--
 OZ1055'
 OZ1055'THE STATION IS LOCATED, AIRLINE, ABOUT 14-1/2 MILES SOUTHWEST
 OZ1055'OF MOUNTAIN HOME, 10 MILES EAST OF GRAND VIEW, AND 9 MILES
 OZ1055'NORTHWEST OF BRUNEAU ON THE NORTH RIM OF THE CANYON OVERLOOKING
 OZ1055'THE SNAKE RIVER.
 OZ1055'
 OZ1055'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN HOME
 OZ1055'GO EAST 0.4 MILE UNDER THE RAILROAD OVERPASS TO THE JUNCTION
 OZ1055'OF STATE HIGHWAY 51.  TURN SHARP RIGHT AND GO WEST 1.0 MILE
 OZ1055'TO A FORK.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 67 7.3
 OZ1055'MILES TO A FORK TO MOUNTAIN HOME AIRFORCE BASE.  KEEP RIGHT
 OZ1055'AND GO SOUTHWEST 6.8 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 OZ1055'LEFT AND GO SOUTH 1.4 MILES TO A SIDE ROAD LEFT JUST BEFORE
 OZ1055'REACHING A POWERLINE CROSSING, TURN LEFT AND GO 0.25 MILE
 OZ1055'TO THE POWERLINE ROAD AT POLE NUMBER 80.  CONTINUE EASTERLY
 OZ1055'ALONG THE POWERLINE ROAD 3.8 MILES TO POLE NUMBER 145 (OLD
 OZ1055'605) AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO
 OZ1055'SOUTH ON A FAINT TRACK ROAD 0.2 MILE TO THE STATION.
 OZ1055'
 OZ1055'THE STATION MARK IS A STANDARD DISK STAMPED CANON 1945 CEMENTED
 OZ1055'IN A DRILL HOLE IN BEDROCK ABOUT 3 FEET SQUARE FLUSH WITH
 OZ1055'THE GROUND.
 OZ1055'
 OZ1055'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CANON
 OZ1055'NO 1 1945 CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 1-1/2
 OZ1055'FEET IN DIAMETER PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
 OZ1055'IT IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 OZ1055'
 OZ1055'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CANON
 OZ1055'NO 2 1945 CEMENTED IN A DRILL HOLE IN A 2 BY 3-FOOT BOULDER
 OZ1055'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT
 OZ1055'1-1/2 FEET LOWER THAN THE STATION MARK.
 OZ1055'
 OZ1055'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANON 1945 BRAZED
 OZ1055'TO THE TOP OF A 2-INCH PIPE PROJECTING ABOUT 10 INCHES ABOVE
 OZ1055'THE GROUND.  IT IS 11.7 FEET EAST OF THE CENTER OF A DIM
 OZ1055'TRACK ROAD AND 7.0 FEET SOUTHWEST OF A POWERLINE POLE NUMBER
 OZ1055'145.
 OZ1055'
 OZ1055'OBSERVATIONS WERE MADE FROM A 20 FT STAND.
 OZ1055
 OZ1055                          STATION RECOVERY (1990)
 OZ1055
 OZ1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (WCR)
 OZ1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0734 ***********************************************************************
 PY0734  FBN         -  This is a Federal Base Network Control Station.
 PY0734  DESIGNATION -  CANYON
 PY0734  PID         -  PY0734
 PY0734  STATE/COUNTY-  ID/FREMONT
 PY0734  USGS QUAD   -  LAST CHANCE (1964)
 PY0734
 PY0734                         *CURRENT SURVEY CONTROL
 PY0734  ___________________________________________________________________
 PY0734* NAD 83(1999)-  44 19 45.63297(N)    111 26 41.49989(W)     ADJUSTED  
 PY0734* NAVD 88     -      1868.875  (meters)    6131.47   (feet)  ADJUSTED  
 PY0734  ___________________________________________________________________
 PY0734  X           -  -1,671,296.708 (meters)                     COMP
 PY0734  Y           -  -4,254,837.173 (meters)                     COMP
 PY0734  Z           -   4,435,641.780 (meters)                     COMP
 PY0734  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 PY0734  ELLIP HEIGHT-        1859.10  (meters)          (09/01/00) GPS OBS
 PY0734  GEOID HEIGHT-          -9.76  (meters)                     GEOID03
 PY0734  DYNAMIC HT  -        1867.846 (meters)    6128.09  (feet)  COMP
 PY0734  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 PY0734
 PY0734  HORZ ORDER  -  A
 PY0734  VERT ORDER  -  FIRST     CLASS II
 PY0734  ELLP ORDER  -  THIRD     CLASS I
 PY0734
 PY0734.The horizontal coordinates were established by GPS observations
 PY0734.and adjusted by the National Geodetic Survey in September 2000..
 PY0734.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PY0734.DATUM ITEM on the data sheet items page.
 PY0734
 PY0734.The orthometric height was determined by differential leveling
 PY0734.and adjusted by the National Geodetic Survey in June 1991..
 PY0734
 PY0734.Photographs are available for this station.
 PY0734
 PY0734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0734
 PY0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0734
 PY0734.The ellipsoidal height was determined by GPS observations
 PY0734.and is referenced to NAD 83.
 PY0734
 PY0734.The geoid height was determined by GEOID03.
 PY0734
 PY0734.The dynamic height is computed by dividing the NAVD 88
 PY0734.geopotential number by the normal gravity value computed on the
 PY0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0734.degrees latitude (g = 980.6199 gals.).
 PY0734
 PY0734.The modeled gravity was interpolated from observed gravity values.
 PY0734
 PY0734;                    North         East     Units Scale Factor Converg.
 PY0734;SPC ID E     -   296,041.715   257,569.084   MT  0.99998811   +0 30 15.8
 PY0734;UTM  12      - 4,908,549.463   464,531.533   MT  0.99961547   -0 18 39.1
 PY0734
 PY0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0734!SPC ID E     -   0.99970858  x   0.99998811  =   0.99969669
 PY0734!UTM  12      -   0.99970858  x   0.99961547  =   0.99932416
 PY0734
 PY0734|---------------------------------------------------------------------|
 PY0734| PID    Reference Object                     Distance      Geod. Az  |
 PY0734|                                                           dddmmss.s |
 PY0734| CN4088 CANYON RM 1                           7.809 METERS 02842     |
 PY0734| PY1171 HIGH POINT AZ MK                    APPROX. 9.4 KM 2185751.6 |
 PY0734| CN4089 CANYON RM                             1.972 METERS 29927     |
 PY0734| PY1196 SAWTELLE                            APPROX.26.3 KM 3493249.5 |
 PY0734|---------------------------------------------------------------------|
 PY0734
 PY0734                          SUPERSEDED SURVEY CONTROL
 PY0734
 PY0734  NAD 83(1992)-  44 19 45.63258(N)    111 26 41.49775(W) AD(       ) B
 PY0734  ELLIP H (01/22/97) 1859.18   (m)                       GP(       ) 4 1
 PY0734  NAD 83(1992)-  44 19 45.63095(N)    111 26 41.51101(W) AD(       ) 2
 PY0734  NAD 83(1986)-  44 19 45.63907(N)    111 26 41.49194(W) AD(       ) 2
 PY0734  NAD 27      -  44 19 45.93300(N)    111 26 38.66300(W) AD(       ) 2
 PY0734  NAVD 88 (01/29/98) 1868.88   (m)         6131.5    (f) LEVELING    3  
 PY0734  NAVD 88 (01/22/97) 1868.88   (m)         6131.5    (f) LEVELING    3  
 PY0734  NGVD 29 (08/20/92) 1867.710  (m)         6127.65   (f) ADJUSTED    1 2
 PY0734
 PY0734.Superseded values are not recommended for survey control.
 PY0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0734.See file dsdata.txt to determine how the superseded data were derived.
 PY0734
 PY0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ6453208549(NAD 83)
 PY0734_MARKER: DB = BENCH MARK DISK
 PY0734_SETTING: 66 = SET IN ROCK OUTCROP
 PY0734_SP_SET: ROCK OUTCROP
 PY0734_STAMPING: CANYON 1931
 PY0734_MARK LOGO: USGS  
 PY0734_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0734+STABILITY: POSITION/ELEVATION WELL
 PY0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0734+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 PY0734
 PY0734  HISTORY     - Date     Condition        Report By
 PY0734  HISTORY     - 1946     MONUMENTED       USGS
 PY0734  HISTORY     - 1983     GOOD             NGS
 PY0734  HISTORY     - 19960825 GOOD             NGS
 PY0734  HISTORY     - 19990708 GOOD             NGS
 PY0734  HISTORY     - 19990825 GOOD             NGS
 PY0734  HISTORY     - 19991018 GOOD             NGS
 PY0734  HISTORY     - 20050618 GOOD             DJC
 PY0734
 PY0734                          STATION DESCRIPTION
 PY0734
 PY0734'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 PY0734'THE STATION IS LOCATED 18-1/2 MILES, AIRLINE, NORTH OF ASHTON,
 PY0734'16-1/2 MILES, AIRLINE, NORTH-NORTHWEST OF WARM RIVER, 1/2 MILE
 PY0734'NORTH OF THE OSBORNE BRIDGE OVER HENRYS FORK RIVER, 3/4 MILE
 PY0734'WEST OF U.S. HIGHWAY NO. 191, AND 50 FEET EAST OF THE EASTERN
 PY0734'EDGE OF A SMALL CANYON THROUGH WHICH A SMALL STREAM FLOWS TO
 PY0734'HENRYS FORK RIVER.  THE STATION IS IN PASTURE LAND ON A SMALL
 PY0734'HILL.
 PY0734'
 PY0734'THE STATION MARK IS A USGS STATION MARK CEMENTED IN A DRILL
 PY0734'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 8 INCHES.  IT
 PY0734'IS STAMPED CANYON 1931.
 PY0734'
 PY0734'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 PY0734'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES AND IS
 PY0734'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT IS
 PY0734'STAMPED CANYON USGS NO 1 1946.
 PY0734'
 PY0734'REFERENCE MARK NO. 2 IS A STANDARD USGS REFERENCE DISC
 PY0734'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 PY0734'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT
 PY0734'IS STAMPED CANYON 1931.
 PY0734'
 PY0734'STATION OSBORNE MAY BE USED FOR AN AZIMUTH MARK.
 PY0734'
 PY0734'THE SUBSTITUTE CONTROL STATION IS THE CENTER, AT THE BASE,
 PY0734'OF A LONE PINE TREE WHICH IS SOUTHEAST OF THE STATION ON THE
 PY0734'NORTHWEST SLOPE OF A SHALLOW DRAW.  THE TREE IS ABOUT 12
 PY0734'FEET HIGH.  A TEMPORARY POINT WAS USED.
 PY0734'
 PY0734'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD DEPOT IN
 PY0734'ASHTON GO EAST AND NORTH ON U.S. HIGHWAY NO. 191 FOR 28.1 MILES
 PY0734'TO A ROAD LEADING LEFT, WEST.  KEEP STRAIGHT AHEAD ON U.S.
 PY0734'HIGHWAY NO. 191 FOR 1.1 MILE TO A GATE ON THE LEFT IN A POLE
 PY0734'FENCE.  TURN LEFT, PASS THROUGH GATE AND FOLLOW A TRACK ROAD
 PY0734'ALONG THE WEST SIDE OF THE POLE FENCE FOR 0.2 MILE.  TURN RIGHT,
 PY0734'SOUTHWEST AND FOLLOW A TRACK ROAD FOR 0.8 MILE, THENCE TURN
 PY0734'WEST ACROSS COUNTRY FOR 0.1 MILE TO THE HIGHEST POINT AND
 PY0734'STATION.  A DRIVE STATION.
 PY0734
 PY0734                          STATION RECOVERY (1983)
 PY0734
 PY0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0734'31.0 KM (19.25 MI) NE FROM ASHTON.
 PY0734'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 47 FROM THE UNION PACIFIC
 PY0734'RAILROAD STATION IN ASHTON, THENCE 30.6 KM (19.0 MI) NORTHEASTERLY
 PY0734'ALONG U.S. HIGHWAY 20, 0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST 380, 0.6
 PY0734'KM (0.35 MI) NORTHEAST OF THE OSBORNE BRIDGE OVER HENRYS FORK OF THE
 PY0734'SNAKE RIVER, IN THE CENTER OF A 3 BY 4 FT EXPOSED AREA OF OUTCROPPING
 PY0734'BEDROCK, 102 METERS (336.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 PY0734'HIGHWAY, 73.2 METERS (240.2 FT) NORTHWEST OF A WOODEN RAIL FENCE, AND
 PY0734'21.1 METERS (69.2 FT) NORTH OF THE EDGE OF A CANYON.
 PY0734'THE MARK IS 3.1 M ABOVE THE HIGHWAY.
 PY0734
 PY0734                          STATION RECOVERY (1996)
 PY0734
 PY0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 PY0734'STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN THE AREA A
 PY0734'NEW TO REACH FOLLOWS.  OWNERSHIP--IDAHO DEPARTMENT OF LANDS AND ON THE
 PY0734'BORDER OF HARRIMAN STATE PARK.  REACHED FROM THE UNION PACIFIC
 PY0734'RAILROAD STATION IN ASHTON.  GO WEST ON STATE HIGHWAY 47 TO THE
 PY0734'JUNCTION OF U.S.  HIGHWAY 20.  TURN RIGHT AND GO NORTHEASTLY ON U.S.
 PY0734'HIGHWAY 20 FOR 30.0 KM (18.65 MI) TO THE OSBORNE BRIDGE OVER THE
 PY0734'HENRYS FORK.  CONTINUE AHEAD NORTHEASTLY ON U.S.  HIGHWAY 20 FOR 2.1
 PY0734'KM (1.30 MI) AND A LOCKED GATE ON THE LEFT.  (COMBINATION TO LOCK IS
 PY0734'1225) TURN LEFT AND PASS THROUGH GATE AND GO SOUTHWEST FOR 1.51 KM
 PY0734'(0.95 MI) ACROSS U.S.  FOREST SERVICE LANDS, EXERCISING CAUTION TO
 PY0734'TRAVEL CLOSE TO THE HIGHWAY RIGHT-OF-WAY FENCE, WHEN POSSIBLE TO AVOID
 PY0734'LANDS UNDER THE JURISDICTION OF HARRIMAN STATE PARK, THENCE BEAR
 PY0734'WEST-SOUTHWEST LEAVING THE FENCE FOR 0.10 KM (0.05 MI) TO THE HIGHEST
 PY0734'POINT AND THE STATION.  LOCATED 102 M (334.6 FT) NORTHWEST FROM THE
 PY0734'PAINTED HIGHWAY CENTERLINE, 73.2 M (240.2 FT) NORTHWEST FROM A WOOD
 PY0734'RAIL FENCE, 72.0 M (236.2 FT) NORTHWEST FROM NGS BENCH MARK S 310
 PY0734'WHICH IS UNDER THE WOOD RAIL FENCE AND ABOUT 3.0 M (9.8 FT) ABOVE THE
 PY0734'HIGHWAY.  MARK IS A USGS TRIANGULATION DISK CEMENTED INTO A DRILL HOLE
 PY0734'IN BEDROCK PROJECTING 20 CM ABOVE THE SURROUNDING BEDROCK. RECOVERED
 PY0734'BY R.P.  BUTLER.
 PY0734
 PY0734                          STATION RECOVERY (1999)
 PY0734
 PY0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PY0734'THE STATION IS LOCATED ABOUT 30.56 KM (19.00 MI) NORTHEAST OF ASHTON,
 PY0734'0.80 KM (0.50 MI) SOUTHWEST OF US HIGHWAY 20 MILEPOST 380, 0.56 KM
 PY0734'(0.35 MI) NORTHEAST OF THE NORTH END OF THE HIGHWAY 20 OSBORNE BRIDGE
 PY0734'OVER HENRYS FORK OF THE SNAKE RIVER AND 73.15 M (239.99 FT) NORTHWEST
 PY0734'OF THE NORTHWEST WOODEN POLE RIGHT-OF-WAY FENCE BORDERING HIGHWAY 20
 PY0734'AND THE SOUTHWEST SIDE OF HARRIMAN STATE PARK, ON THE TOP OF A SMALL
 PY0734'HILL OF LAVA OUTCROP IN A OPEN RANGE OF SAGE BRUSH.  OWNERSHIP--IDAHO
 PY0734'DEPARTMENT OF LANDS.  TO REACH THE STATION FROM THE JUNCTION OF US
 PY0734'HIGHWAY 20 AND COUNTY HIGHWAY 47 (MAIN STREET) AT THE OVERHEAD
 PY0734'FLASHING TRAFFIC LIGHT ON THE WEST SIDE OF ASHTON, GO NORTHEAST ON
 PY0734'HIGHWAY 20 FOR 30.17 KM (18.75 MI) TO THE NORTH END OF THE HIGHWAY 20
 PY0734'BRIDGE OVER HENRYS FORK.  CONTINUE AHEAD NORTHEAST ON HIGHWAY 20 FOR
 PY0734'0.48 KM (0.30 MI) TO THE STATION ON THE LEFT ON A LAVA ROCK OUTCROP
 PY0734'ABOUT 91.44 M (300.00 FT) NORTHWEST OF THE HIGHWAY.  NOTE--FOR VEHICLE
 PY0734'ACCESS, CONTINUE AHEAD NORTHEAST ON HIGHWAY 20 FOR 1.53 KM (0.95 MI)
 PY0734'TO A LOCKED WOODEN GATE ON THE LEFT IN THE RIGHT-OF-WAY FENCE AND
 PY0734'WOODEN SIGN ON ITS NORTHEAST SIDE ---HARRIMAN STATE PARK-VEHICLE
 PY0734'ENTRANCE ON GREEN RIVER ROAD---.  PASS THROUGH THE GATE AND TURN LEFT,
 PY0734'SOUTHWEST, PARALLEL TO THE RIGHT-OF-WAY FENCE AND HIGHWAY (USE CAUTION
 PY0734'DUE TO PROJECTING LAVA ROCKS) AND GO 0.8 KM (0.50 MI) TO HIGHWAY
 PY0734'MILEPOST 380 ON THE LEFT.  CONTINUE AHEAD SOUTHWEST, PARALLEL TO THE
 PY0734'FENCE LINE FOR 0.72 KM (0.45 MI) TO A PROJECTION OF LAVA ROCK OUTCROP
 PY0734'ABOUT 1.82 M (5.97 FT) HIGH AND A FIBERGLASS WITNESS POST IN THE FENCE
 PY0734'LINE FOR NGS BENCH MARK S 310. BEAR RIGHT, WESTERLY AND UPHILL ON THE
 PY0734'NORTHEAST SIDE OF THE LAVA RISE (USE CAUTION DUE TO PROJECTING LAVA
 PY0734'ROCKS) AND GO 0.08 KM (0.05 MI) TO THE STATION ABOUT IN THE CENTER OF
 PY0734'THE RISE.  THE STATION IS SET IN A DRILL HOLE IN 3 FT (0.9 M) BY 4 FT
 PY0734'(1.2 M) LAVA ROCK OUTCROP PROJECTING 20 CM ABOVE GROUND.  LOCATED 72.1
 PY0734'M (236.5 FT) (SLOPE MEASUREMENT) NORTHWEST OF THE FIBERGLASS WITNESS
 PY0734'POST FOR BENCH MARK S 310, 0.6 M (2.0 FT) SOUTHWEST OF A FIBERGLASS
 PY0734'WITNESS POST AND ABOUT 3.1 M (10.2 FT) ABOVE THE HIGHWAY.
 PY0734
 PY0734                          STATION RECOVERY (1999)
 PY0734
 PY0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PY0734'RECOVERED AS DESCRIBED.
 PY0734
 PY0734                          STATION RECOVERY (1999)
 PY0734
 PY0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PY0734'RECOVERED AS DESCRIBED.  THE DATUM POINT IS THE CENTER OF A SMALL
 PY0734'TRIANGLE CAST INTO THE DISK.  THE CENTER OF THE TRIANGLE HAS A 5
 PY0734'MILLIMETER WIDE HOLE WHICH HAS BEEN DRILLED OR GOUGED INTO THE DISK
 PY0734'AND THE POINT OCCUPIED WAS THE CENTER OF THE HOLE.
 PY0734
 PY0734                          STATION RECOVERY (2005)
 PY0734
 PY0734'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 PY0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1165 ***********************************************************************
 NV1165  DESIGNATION -  CANYON
 NV1165  PID         -  NV1165
 NV1165  STATE/COUNTY-  ID/OWYHEE
 NV1165  USGS QUAD   -  MURPHY HOT SPRINGS (1979)
 NV1165
 NV1165                         *CURRENT SURVEY CONTROL
 NV1165  ___________________________________________________________________
 NV1165* NAD 83(1994)-  42 06 57.61600(N)    115 20 55.90580(W)     ADJUSTED  
 NV1165* NAVD 88     -      1663.9    (meters)    5459.     (feet)  VERTCON   
 NV1165  ___________________________________________________________________
 NV1165  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 NV1165  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 NV1165
 NV1165  HORZ ORDER  -  THIRD
 NV1165
 NV1165.The horizontal coordinates were established by classical geodetic methods
 NV1165.and adjusted by the National Geodetic Survey in June 1998..
 NV1165
 NV1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1165
 NV1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1165
 NV1165.The geoid height was determined by GEOID03.
 NV1165
 NV1165;                    North         East     Units Scale Factor Converg.
 NV1165;SPC ID W     -    49,983.023   833,171.914   MT  0.99994687   +0 16 08.5
 NV1165;SPC NV E     - 8,817,608.514   219,388.813   MT  0.99990462   +0 09 26.1
 NV1165;SPC NV E     -28,929,103.93    719,778.13   sFT  0.99990462   +0 09 26.1
 NV1165;UTM  11      - 4,663,975.367   636,496.555   MT  0.99982925   +1 06 26.9
 NV1165
 NV1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1165!SPC ID W     -   0.99974161  x   0.99994687  =   0.99968850
 NV1165!SPC NV E     -   0.99974161  x   0.99990462  =   0.99964626
 NV1165!UTM  11      -   0.99974161  x   0.99982925  =   0.99957091
 NV1165
 NV1165:                Primary Azimuth Mark                     Grid Az
 NV1165:SPC ID W     -  CANYON AZ MK                             078 28 33.3
 NV1165:SPC NV E     -  CANYON AZ MK                             078 35 15.7
 NV1165:UTM  11      -  CANYON AZ MK                             077 38 14.9
 NV1165
 NV1165|---------------------------------------------------------------------|
 NV1165| PID    Reference Object                     Distance      Geod. Az  |
 NV1165|                                                           dddmmss.s |
 NV1165| CD4382 CANYON AZ MK                                       0784441.8 |
 NV1165| CD4383 CANYON RM 1                           6.001 METERS 12902     |
 NV1165| CD4384 CANYON RM 2                           7.847 METERS 24914     |
 NV1165|---------------------------------------------------------------------|
 NV1165
 NV1165                          SUPERSEDED SURVEY CONTROL
 NV1165
 NV1165  NAD 83(1992)-  42 06 57.61330(N)    115 20 55.89912(W) AD(       ) 3
 NV1165  NAD 83(1986)-  42 06 57.61362(N)    115 20 55.89891(W) AD(       ) 3
 NV1165  NAD 27      -  42 06 57.95000(N)    115 20 52.65200(W) AD(       ) 3
 NV1165  NGVD 29 (07/19/86) 1662.8    (m)         5455.     (f) VERT ANG       
 NV1165
 NV1165.Superseded values are not recommended for survey control.
 NV1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1165.See file dsdata.txt to determine how the superseded data were derived.
 NV1165
 NV1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG3649763975(NAD 83)
 NV1165_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1165_SETTING: 80 = SET IN A BOULDER
 NV1165_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NV1165
 NV1165  HISTORY     - Date     Condition        Report By
 NV1165  HISTORY     - 1956     MONUMENTED       CGS
 NV1165
 NV1165                          STATION DESCRIPTION
 NV1165
 NV1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NV1165'THE STATION IS LOCATED ON A LOW SAGE BRUSH COVERED RISE ABOUT
 NV1165'21 MILES NORTHEAST OF ROWLAND, NEVADA, AND ABOUT 7 MILES
 NV1165'NORTH-NORTHWEST OF MURPHYS HOT SPRINGS, IDAHO.
 NV1165'
 NV1165'TO REACH FROM MURPHYS HOT SPRINGS, GO EAST ALONG A BLADED ROAD
 NV1165'UP OUT OF THE CANYON FOR 1.9 MILES TO A CATTLE GUARD AT THE
 NV1165'TOP OF THE RIM AND A ROAD LEFT JUST AFTER CROSSING THE CATTLE
 NV1165'GUARD.  CONTINUE STRAIGHT AHEAD ON THE BLADED ROAD FOR 6.5
 NV1165'MILES TO A REVERSE Y FORK.  TURN SHARP LEFT ONTO THIS BLADED
 NV1165'ROAD AND GO NORTHWEST FOR 3.95 MILES TO A TRACK ROAD LEFT.
 NV1165'TURN LEFT, WESTERLY, AND GO 1.45 MILES TO A Y FORK AND THE
 NV1165'AZIMUTH MARK ON THE LEFT.  KEEP THE RIGHT FORK AND CONTINUE
 NV1165'WESTERLY ON THE TRACK ROAD FOR 0.9 MILE TO A DRY EARTHEN
 NV1165'RESERVOIR.  TURN LEFT ONTO DIM TRACK ROAD AND FOLLOW
 NV1165'SOUTH-SOUTHWEST FOR 0.2 MILE TO THE TOP OF A LOW SAGE BRUSH COVERED
 NV1165'RISE AND STATION.
 NV1165'
 NV1165'THE STATION MARK, A STANDARD DISK STAMPED CANYON 1956, IS SET IN
 NV1165'A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES.  THE
 NV1165'MARK IS 35 FEET WEST OF THE CENTER LINE OF THE TRACK ROAD AND
 NV1165'6 FEET WEST OF A WHITE WOODEN WITNESS POST.
 NV1165'
 NV1165'REFERENCE MARK 1, A STANDARD DISK STAMPED CANYON NO. 1 1956,
 NV1165'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6
 NV1165'INCHES.  THE MARK IS ABOUT 6 INCHES HIGHER THAN THE STATION.
 NV1165'
 NV1165'REFERENCE MARK 2, A STANDARD DISK STAMPED CANYON NO. 2 1956,
 NV1165'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6
 NV1165'INCHES.  THE MARK IS ABOUT 6 INCHES HIGHER THAN THE STATION.
 NV1165'
 NV1165'THE AZIMUTH MARK, A STANDARD DISK STAMPED CANYON 1956, IS
 NV1165'BRAZED TO THE TOP OF A 2 INCH CAST IRON SOIL PIPE WHICH PROJECTS
 NV1165'ABOUT 8 INCHES.  THE MARK IS 40 FEET SOUTH-SOUTHEAST OF THE
 NV1165'CENTER OF THE Y FORK AND 18 INCHES NORTHEAST OF A WHITE WOODEN
 NV1165'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0728 ***********************************************************************
 PZ0728  DESIGNATION -  CANYON
 PZ0728  PID         -  PZ0728
 PZ0728  STATE/COUNTY-  ID/LEMHI
 PZ0728  USGS QUAD   -  LEADORE (1987)
 PZ0728
 PZ0728                         *CURRENT SURVEY CONTROL
 PZ0728  ___________________________________________________________________
 PZ0728* NAD 83(1992)-  44 42 04.11843(N)    113 17 56.22145(W)     ADJUSTED  
 PZ0728* NAVD 88     -      1905.1    (meters)    6250.     (feet)  VERTCON   
 PZ0728  ___________________________________________________________________
 PZ0728  LAPLACE CORR-           8.93  (seconds)                    DEFLEC99
 PZ0728  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 PZ0728
 PZ0728  HORZ ORDER  -  SECOND
 PZ0728
 PZ0728.The horizontal coordinates were established by classical geodetic methods
 PZ0728.and adjusted by the National Geodetic Survey in July 1992..
 PZ0728
 PZ0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0728
 PZ0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0728
 PZ0728.The geoid height was determined by GEOID03.
 PZ0728
 PZ0728;                    North         East     Units Scale Factor Converg.
 PZ0728;SPC ID C     -   337,340.675   555,559.226   MT  0.99998531   +0 29 35.3
 PZ0728;SPC MT       -    57,451.367   298,971.871   MT  1.00019245   -2 46 44.2
 PZ0728;SPC MT       -   188,488.74    980,878.84   iFT  1.00019245   -2 46 44.2
 PZ0728;UTM  12      - 4,952,323.089   317,867.517   MT  1.00000794   -1 37 03.2
 PZ0728
 PZ0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0728!SPC ID C     -   0.99970316  x   0.99998531  =   0.99968847
 PZ0728!SPC MT       -   0.99970316  x   1.00019245  =   0.99989555
 PZ0728!UTM  12      -   0.99970316  x   1.00000794  =   0.99971110
 PZ0728
 PZ0728|---------------------------------------------------------------------|
 PZ0728| PID    Reference Object                     Distance      Geod. Az  |
 PZ0728|                                                           dddmmss.s |
 PZ0728| PZ0729 31 B 6245.50                         10.585 METERS 15328     |
 PZ0728| CN4085 CANYON RM 1                          10.567 METERS 15548     |
 PZ0728| CN4086 CANYON RM 2                          13.736 METERS 23917     |
 PZ0728| CN4543 31 B 6143.71                                       2464754.2 |
 PZ0728|---------------------------------------------------------------------|
 PZ0728
 PZ0728                          SUPERSEDED SURVEY CONTROL
 PZ0728
 PZ0728  NAD 83(1986)-  44 42 04.11557(N)    113 17 56.21924(W) AD(       ) 2
 PZ0728  NAD 27      -  44 42 04.39100(N)    113 17 53.09900(W) AD(       ) 2
 PZ0728  NGVD 29 (07/19/86) 1903.8    (m)         6246.     (f) VERT ANG       
 PZ0728
 PZ0728.Superseded values are not recommended for survey control.
 PZ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0728.See file dsdata.txt to determine how the superseded data were derived.
 PZ0728
 PZ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ1786852323(NAD 83)
 PZ0728_MARKER: DS = TRIANGULATION STATION DISK
 PZ0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0728
 PZ0728  HISTORY     - Date     Condition        Report By
 PZ0728  HISTORY     - 1950     MONUMENTED       CGS
 PZ0728
 PZ0728                          STATION DESCRIPTION
 PZ0728
 PZ0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0728'THE STATION IS LOCATED 3 MILES EAST OF LEADORE, ALONG A GRAVELED
 PZ0728'ROAD LEADING INTO MONTANA.  IT IS AT A CULVERT WITH A USDA BM
 PZ0728'DISK SET IN THE TOP OF IT.
 PZ0728'
 PZ0728'STATION MARK, STAMPED CANYON 1950, IS A STANDARD BRONZE DISK
 PZ0728'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 PZ0728'5 INCHES ABOVE THE GROUND.  IT IS 50.2 FEET NORTH OF THE
 PZ0728'CENTERLINE OF THE GRAVELED ROAD AND 5.9 FEET NORTH OF A WITNESS
 PZ0728'POST.
 PZ0728'
 PZ0728'REFERENCE MARK NUMBER 1, STAMPED CANYON NO 1 1950, IS A STANDARD
 PZ0728'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 PZ0728'CULVERT ABUTMENT THAT PROJECTS 3 FEET ABOVE THE GROUND AND IS 3
 PZ0728'FEET HIGHER IN ELEVATION THAN THE STATION.
 PZ0728'
 PZ0728'REFERENCE MARK NUMBER 2, STAMPED CANYON NO 2 1950, IS A STANDARD
 PZ0728'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 PZ0728'THAT PROJECTS 6 INCHES ABOVE THE GROUND AND IS AT THE SAME
 PZ0728'ELEVATION AS THE STATION.
 PZ0728'
 PZ0728'USDA BM IS A BUREAU OF PUBLIC ROADS DISK CEMENTED IN A DRILL
 PZ0728'HOLE IN THE TOP OF A CONCRETE CULVERT ABUTMENT, STAMPED
 PZ0728'6245.50 31 B.  IT IS IN THE SAME CULVERT ABUTMENT AS REFERENCE
 PZ0728'MARK NUMBER 1.
 PZ0728'
 PZ0728'USDA BM (AZIMUTH MARK) IS A BUREAU OF PUBLIC ROADS DISK CEMENTED
 PZ0728'IN A DRILL HOLE IN THE TOP OF A CONCRETE CULVERT ABUTMENT, STAMPED
 PZ0728'6143.71 31 B.  TO REACH FROM THE STATION, GO WEST SOUTHWEST
 PZ0728'ON THE GRAVELED ROAD FOR 1.0 MILE TO THE CULVERT ABUTMENT
 PZ0728'ON THE RIGHT AND THE AZIMUTH MARK.  IT IS 16.1 FEET NORTH
 PZ0728'OF THE CENTERLINE OF THE ROAD.
 PZ0728'
 PZ0728'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 PZ0728'IN LEADORE, GO NORTHEAST ON STATE HIGHWAY 28 FOR 0.4 MILE.
 PZ0728'TAKE THE MIDDLE ONE OF THREE ROADS AS PER SIGN ARMSTEAD AND
 PZ0728'GO 3.0 MILES TO THE STATION ON THE LEFT SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0855 ***********************************************************************
 OZ0855  DESIGNATION -  CANYON
 OZ0855  PID         -  OZ0855
 OZ0855  STATE/COUNTY-  ID/ELMORE
 OZ0855  USGS QUAD   -  GOODMAN FLAT (1986)
 OZ0855
 OZ0855                         *CURRENT SURVEY CONTROL
 OZ0855  ___________________________________________________________________
 OZ0855* NAD 83(1992)-  43 09 14.21905(N)    115 19 47.17689(W)     ADJUSTED  
 OZ0855* NAVD 88     -      1705.4    (meters)    5595.     (feet)  VERTCON   
 OZ0855  ___________________________________________________________________
 OZ0855  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 OZ0855  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 OZ0855
 OZ0855  HORZ ORDER  -  THIRD
 OZ0855
 OZ0855.The horizontal coordinates were established by classical geodetic methods
 OZ0855.and adjusted by the National Geodetic Survey in July 1992..
 OZ0855
 OZ0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0855
 OZ0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0855
 OZ0855.The geoid height was determined by GEOID03.
 OZ0855
 OZ0855;                    North         East     Units Scale Factor Converg.
 OZ0855;SPC ID W     -   165,283.995   834,177.919   MT  0.99994770   +0 17 14.7
 OZ0855;UTM  11      - 4,779,264.867   635,798.481   MT  0.99982686   +1 08 33.2
 OZ0855
 OZ0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0855!SPC ID W     -   0.99973502  x   0.99994770  =   0.99968273
 OZ0855!UTM  11      -   0.99973502  x   0.99982686  =   0.99956193
 OZ0855
 OZ0855:                Primary Azimuth Mark                     Grid Az
 OZ0855:SPC ID W     -  COYOTE                                   049 03 41.8
 OZ0855:UTM  11      -  COYOTE                                   048 12 23.3
 OZ0855
 OZ0855|---------------------------------------------------------------------|
 OZ0855| PID    Reference Object                     Distance      Geod. Az  |
 OZ0855|                                                           dddmmss.s |
 OZ0855| OZ0859 COYOTE                              APPROX. 6.6 KM 0492056.5 |
 OZ0855|---------------------------------------------------------------------|
 OZ0855
 OZ0855                          SUPERSEDED SURVEY CONTROL
 OZ0855
 OZ0855  NAD 83(1986)-  43 09 14.21930(N)    115 19 47.17402(W) AD(       ) 3
 OZ0855  NGVD 29 (01/23/89) 1704.4    (m)         5592.     (f) VERT ANG       
 OZ0855
 OZ0855.Superseded values are not recommended for survey control.
 OZ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0855.See file dsdata.txt to determine how the superseded data were derived.
 OZ0855
 OZ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3579879265(NAD 83)
 OZ0855_MARKER: DD = SURVEY DISK
 OZ0855_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0855_SP_SET: SET IN ROCK OUTCROP
 OZ0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0855+STABILITY: POSITION/ELEVATION WELL
 OZ0855
 OZ0855  HISTORY     - Date     Condition        Report By
 OZ0855  HISTORY     - 1957     MONUMENTED       USGS
 OZ0855
 OZ0855                          STATION DESCRIPTION
 OZ0855
 OZ0855'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OZ0855'LOCATED ABOUT 14 MI. N. OF GLENNS FERRY AND 1 MI. W. OF LITTLE CANYON
 OZ0855'CREEK AND 10 FT. W. OF THE HIGHEST POINT, ON THE HIGHEST AND MOST
 OZ0855'PROMINENT OF SEVERAL ROCKY KNOBS.
 OZ0855'
 OZ0855'TO REACH FROM GLENNS FERRY POST OFFICE, DRIVE N. ALONG RD. TO HILL
 OZ0855'CITY FOR 17.9 MI. TO DIM TRACK RD. N. AT FENCE, TURN LEFT ALONG W.
 OZ0855'SIDE OF FENCE FOR 0.2 MI. TO END OF RD.  LEAVE TRUCK AND CROSS FENCE
 OZ0855'AND WALK UP RIDGE FOR ABOUT 300 FT. BEFORE BEARING LEFT THROUGH DRAIN,
 OZ0855'CONTINUE WALKING UP ADJOINING RIDGE BEARING LEFT INTO A SADDLE, THEN
 OZ0855'CLIMB NW. TO TOP AND STATION.  ABOUT 40-MINUTE PACK.
 OZ0855'
 OZ0855'STATION MARK--STANDARD TABLET STAMPED---CANYON 1957---, CEMENTED IN
 OZ0855'LOW ROCKY OUTCROP.
 OZ0855'
 OZ0855'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 OZ0855'1957---, CEMENTED IN ROCK, 17.67 FT. FROM STATION MARK,
 OZ0855'S 14 DEG 31 MIN W.
 OZ0855'
 OZ0855'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 OZ0855'1957---, CEMENTED IN ROCK, 10.61 FT. FROM STATION MARK,
 OZ0855'S 73 DEG 28 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0989 ***********************************************************************
 NV0989  DESIGNATION -  CANYON
 NV0989  PID         -  NV0989
 NV0989  STATE/COUNTY-  ID/TWIN FALLS
 NV0989  USGS QUAD   -  ROSEWORTH NE (1979)
 NV0989
 NV0989                         *CURRENT SURVEY CONTROL
 NV0989  ___________________________________________________________________
 NV0989* NAD 83(1992)-  42 25 52.65675(N)    114 48 24.45085(W)     ADJUSTED  
 NV0989* NAVD 88     -      1308.6    (meters)    4293.     (feet)  VERTCON   
 NV0989  ___________________________________________________________________
 NV0989  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 NV0989  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 NV0989
 NV0989  HORZ ORDER  -  THIRD
 NV0989
 NV0989.The horizontal coordinates were established by classical geodetic methods
 NV0989.and adjusted by the National Geodetic Survey in July 1992..
 NV0989
 NV0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0989
 NV0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0989
 NV0989.The geoid height was determined by GEOID03.
 NV0989
 NV0989;                    North         East     Units Scale Factor Converg.
 NV0989;SPC ID C     -    85,241.246   433,613.239   MT  1.00000157   -0 32 39.7
 NV0989;UTM  11      - 4,699,994.351   680,408.613   MT  1.00000046   +1 28 48.6
 NV0989
 NV0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0989!SPC ID C     -   0.99979727  x   1.00000157  =   0.99979884
 NV0989!UTM  11      -   0.99979727  x   1.00000046  =   0.99979773
 NV0989
 NV0989|---------------------------------------------------------------------|
 NV0989| PID    Reference Object                     Distance      Geod. Az  |
 NV0989|                                                           dddmmss.s |
 NV0989| CR8022 CANYON RM 1                          31.300 METERS 04204     |
 NV0989| CR8023 CANYON RM 2                          14.368 METERS 12558     |
 NV0989| NV1068 MERIDIAN                            APPROX.12.5 KM 2563710.6 |
 NV0989|---------------------------------------------------------------------|
 NV0989
 NV0989                          SUPERSEDED SURVEY CONTROL
 NV0989
 NV0989  NAD 83(1986)-  42 25 52.65620(N)    114 48 24.45252(W) AD(       ) 3
 NV0989  NGVD 29 (02/23/89) 1307.6    (m)         4290.     (f) VERT ANG       
 NV0989
 NV0989.Superseded values are not recommended for survey control.
 NV0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0989.See file dsdata.txt to determine how the superseded data were derived.
 NV0989
 NV0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG8040999994(NAD 83)
 NV0989_MARKER: DS = TRIANGULATION STATION DISK
 NV0989_SETTING: 66 = SET IN ROCK OUTCROP
 NV0989_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 NV0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0989
 NV0989  HISTORY     - Date     Condition        Report By
 NV0989  HISTORY     - 1957     MONUMENTED       USGS
 NV0989  HISTORY     - 1964     GOOD             USGS
 NV0989
 NV0989                          STATION DESCRIPTION
 NV0989
 NV0989'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NV0989'LOCATED ABOUT 13 MI. NNW. OF HOLLISTER, 7 MI. SSE. OF CASTLEFORD, 1
 NV0989'MI. NE. OF SALMON FALLS CREEK CANYON, AND 30 FT. NE. OF A TRACK RD.,
 NV0989'ON THE W. END OF THE HIGHEST PART OF A FLAT-TOPPED HILL.
 NV0989'
 NV0989'TO REACH FROM CASTLEFORD POST OFFICE, DRIVE E. ON MAIN RD. FOR 0.2 MI.
 NV0989'TO CROSSROADS, TURN RIGHT (S.) AND DRIVE 2.9 MI. TO CROSSROADS, TURN
 NV0989'(E.) AND GO 1.5 MI. TO T-RD. S., TURN RIGHT (S.) AND GO 1.2 MI. TO RD.
 NV0989'FORK, TURN LEFT (E.) AND GO 0.2 MI. TO T-RD., TURN RIGHT (S.) AND GO
 NV0989'1.8 MI. S. TO T-RD. LEFT, CONTINUE STRAIGHT (S.) FOR 1.1 MI. TO T-RD.
 NV0989'LEFT, TAKE LEFT (E.) FOR 0.2 MI. TO CROSSROADS, CONTINUE STRAIGHT (E.)
 NV0989'FOR 0.4 MI. TO DIM TRACK RD. LEFT, TURN LEFT AND GO 0.4 MI. TO
 NV0989'STATION 30 FT. NE. OF TRACK RD.
 NV0989'
 NV0989'STATION MARK--STANDARD TABLET STAMPED---CANYON 1957---, CEMENTED ON
 NV0989'TOP OF BEDROCK FLUSH WITH GROUND.
 NV0989'
 NV0989'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---CANYON
 NV0989'NO 1 1957---, CEMENTED ON TOP OF BURIED BOULDER IN CENTER OF SMALL
 NV0989'CLEARING, ABOUT 6 IN. ABOVE GROUND, 102.69 FT. FROM STATION MARK
 NV0989'42 DEGREES 04 MINUTES NE.
 NV0989'
 NV0989'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER ON TOP OF ROCK, 47.14 FT.
 NV0989'FROM STATION MARK 54 DEGREES 02 MINUTES SE.
 NV0989
 NV0989                          STATION RECOVERY (1964)
 NV0989
 NV0989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NV0989'RECOVERED AS DESCRIBED BY USGS.
 NV0989'
 NV0989'TO REACH FROM CASTLEFORD POST OFFICE, DRIVE 0.2 MI E. ON MAIN RD.
 NV0989'TO X-RDS.  TURN 2.9 MI S. TO X-RDS.  GO 1.5 MI W. TO T-RD. S.
 NV0989'TURN RIGHT 1.2 MI S. TO RD. FORK, TURN LEFT 0.2 MI E. TO T-RD.
 NV0989'TURN RIGHT 1.8 MI S. TO T-RD. LEFT, CONTINUE STRAIGHT 1.1 MI S.
 NV0989'TO T-RD. LEFT, TAKE LEFT FORK 0.2 MI E. TO X-RDS., CONTINUE
 NV0989'STRAIGHT 0.4 MI E. TO DIM TRACK RD. LEFT.  TURN LEFT 0.4 MI TO
 NV0989'STATION 30 FT. NE. OF TRACK RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0273 ***********************************************************************
 OX0273  DESIGNATION -  CANYON CREEK
 OX0273  PID         -  OX0273
 OX0273  STATE/COUNTY-  ID/MADISON
 OX0273  USGS QUAD   -  WRIGHT CREEK (1965)
 OX0273
 OX0273                         *CURRENT SURVEY CONTROL
 OX0273  ___________________________________________________________________
 OX0273* NAD 83(1992)-  43 51 14.86713(N)    111 27 25.23642(W)     ADJUSTED  
 OX0273* NAVD 88     -      1759.157  (meters)    5771.50   (feet)  POSTED    
 OX0273  ___________________________________________________________________
 OX0273  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 OX0273  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 OX0273  DYNAMIC HT  -        1758.160 (meters)    5768.23  (feet)  COMP
 OX0273  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 OX0273
 OX0273  HORZ ORDER  -  FIRST
 OX0273  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0273
 OX0273.The horizontal coordinates were established by classical geodetic methods
 OX0273.and adjusted by the National Geodetic Survey in July 1992..
 OX0273
 OX0273.The orthometric height was determined by differential leveling
 OX0273.and adjusted by the National Geodetic Survey in 1992..
 OX0273.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0273.rate of 0.0 thru 1.0 mm/km.
 OX0273
 OX0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0273
 OX0273.The geoid height was determined by GEOID03.
 OX0273
 OX0273.The dynamic height is computed by dividing the NAVD 88
 OX0273.geopotential number by the normal gravity value computed on the
 OX0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0273.degrees latitude (g = 980.6199 gals.).
 OX0273
 OX0273.The modeled gravity was interpolated from observed gravity values.
 OX0273
 OX0273;                    North         East     Units Scale Factor Converg.
 OX0273;SPC ID E     -   243,233.096   257,055.175   MT  0.99998739   +0 29 30.1
 OX0273;UTM  12      - 4,855,773.052   463,269.954   MT  0.99961659   -0 18 59.9
 OX0273
 OX0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0273!SPC ID E     -   0.99972587  x   0.99998739  =   0.99971326
 OX0273!UTM  12      -   0.99972587  x   0.99961659  =   0.99934256
 OX0273
 OX0273|---------------------------------------------------------------------|
 OX0273| PID    Reference Object                     Distance      Geod. Az  |
 OX0273|                                                           dddmmss.s |
 OX0273| OX0271 CANYON CREEK RM 2                    12.407 METERS 27932     |
 OX0273| CN4087 CANYON CREEK AZ MK                                 2941814.2 |
 OX0273| OX0272 CANYON CREEK RM 1                     8.442 METERS 35857     |
 OX0273|---------------------------------------------------------------------|
 OX0273
 OX0273                          SUPERSEDED SURVEY CONTROL
 OX0273
 OX0273  NAD 83(1986)-  43 51 14.86263(N)    111 27 25.21564(W) AD(       ) 1
 OX0273  NAD 27      -  43 51 15.16500(N)    111 27 22.38500(W) AD(       ) 1
 OX0273  NGVD 29 (??/??/92) 1758.007  (m)         5767.73   (f) ADJ UNCH    2 0
 OX0273
 OX0273.Superseded values are not recommended for survey control.
 OX0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0273.See file dsdata.txt to determine how the superseded data were derived.
 OX0273
 OX0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP6327055773(NAD 83)
 OX0273_MARKER: DS = TRIANGULATION STATION DISK
 OX0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0273_STAMPING: CANYON CREEK 1946
 OX0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0273+STABILITY: SURFACE MOTION
 OX0273
 OX0273  HISTORY     - Date     Condition        Report By
 OX0273  HISTORY     - 1946     MONUMENTED       CGS
 OX0273  HISTORY     - 1951     GOOD             CGS
 OX0273  HISTORY     - 1951     GOOD             NGS
 OX0273  HISTORY     - 19960601 MARK NOT FOUND   IDTD
 OX0273  HISTORY     - 20060407 MARK NOT FOUND   IDTD
 OX0273
 OX0273                          STATION DESCRIPTION
 OX0273
 OX0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0273'THE STATION IS LOCATED 7-3/4 MILES, AIRLINE, SOUTH-SOUTHEAST
 OX0273'OF NEWDALE, 13-3/4 MILES AIRLINE, SOUTHEAST OF ST. ANTHONY,
 OX0273'ON THE NORTH SIDE OF U.S. HIGHWAY NO. 20 ALTERNATE, AT THE
 OX0273'INTERSECTION WITH A COUNTY T-ROAD NORTH, ABOUT 7/10 MILE
 OX0273'NORTHWEST OF THE POINT WHERE THE HIGHWAY CROSSES CANYON CREEK.
 OX0273'
 OX0273'THE STATION MARK IS A STANDARD DISC IN THE TOP OF A SQUARE
 OX0273'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 7.5 FEET
 OX0273'WEST-SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST, 5 FEET
 OX0273'SOUTH OF A SOUTHWEST FENCE CORNER, AND 37 FEET NORTH OF THE
 OX0273'HIGHWAY.  IT IS STAMPED CANYON CREEK 1946.
 OX0273'
 OX0273'REFERENCE MARK NO. 1 IS A STANDARD DISC IN THE TOP OF A
 OX0273'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH AND IS 6 INCHES
 OX0273'HIGHER THAN THE STATION.  IT IS 1 FOOT WEST OF A N-S FENCE
 OX0273'LINE AND IS STAMPED CANYON CREEK NO 1 1946.
 OX0273'
 OX0273'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0273'IN THE TOP OF A CONCRETE CULVERT WHICH IS ON THE NORTHWEST
 OX0273'SIDE OF THE INTERSECTION AND IS 1-1/2 FEET HIGHER THAN THE
 OX0273'STATION MARK.  IT IS STAMPED CANYON CREEK NO 1 1946.
 OX0273'
 OX0273'THE AZIMUTH MARK IS AN IDAHO STATE HIGHWAY RIGHT-OF-WAY
 OX0273'DISC IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST WHICH PROJECTS
 OX0273'5 INCHES.  IT IS ABOUT 75 FEET SOUTH OF THE CENTER LINE OF
 OX0273'U.S. HIGHWAY NO. 20 ALTERNATE ON THE EDGE OF A CULTIVATED
 OX0273'FIELD.  THE DISC IS NOT STAMPED.
 OX0273'
 OX0273'THE SUBSTITUTE CONTROL STATION IS THE CENTER OF THE INTERSECTION
 OX0273'OF U.S. HIGHWAY NO. 20 ALTERNATE WITH A COUNTY T-ROAD NORTH
 OX0273'ALONG THE NORTH EDGE OF THE BLACK TOP OF THE HIGHWAY.  A
 OX0273'TEMPORARY POINT WAS USED.
 OX0273'
 OX0273'TO REACH THE STATION FROM NEWDALE GO EAST AND SOUTH ON U.S.
 OX0273'HIGHWAY NO. 20 FOR 7.35 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 OX0273'CONTINUE 0.8 MILE TO THE STATION ON THE LEFT.  A DRIVE STATION.
 OX0273
 OX0273                          STATION RECOVERY (1951)
 OX0273
 OX0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JRP)
 OX0273'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 OX0273'AS DESCRIBED ON PHOTOSTAT COPY OF THE ORIGINAL DESCRIPTION.
 OX0273'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT
 OX0273'RECOVERED.  THE DESCRIBED LOCATION OF THE AZIMUTH MARK IS
 OX0273'NOW UNDER CULTIVATION.
 OX0273
 OX0273                          STATION RECOVERY (1951)
 OX0273
 OX0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OX0273'7.8 MI SE FROM NEWDALE.
 OX0273'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0273'NEWDALE, THENCE 7.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 20, AT A T
 OX0273'JUNCTION OF A GRAVEL ROAD LEADING NORTH, 35 1/2 FEET NORTH OF THE
 OX0273'CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTER LINE OF THE
 OX0273'GRAVEL ROAD, 5 FEET SOUTH OF A FENCE CORNER, 9 1/2 FEET WEST OF A
 OX0273'WITNESS POST, AND LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 OX0273'CONCRETE POST FLUSH WITH THE GROUND.
 OX0273
 OX0273                          STATION RECOVERY (1996)
 OX0273
 OX0273'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 OX0273'MARK NOT FOUND.
 OX0273
 OX0273                          STATION RECOVERY (2006)
 OX0273
 OX0273'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (JCH)
 OX0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0272 ***********************************************************************
 OX0272  DESIGNATION -  CANYON CREEK RM 1
 OX0272  PID         -  OX0272
 OX0272  STATE/COUNTY-  ID/MADISON
 OX0272  USGS QUAD   -  WRIGHT CREEK (1965)
 OX0272
 OX0272                         *CURRENT SURVEY CONTROL
 OX0272  ___________________________________________________________________
 OX0272* NAD 83(1986)-  43 51 15.     (N)    111 27 25.     (W)     SCALED    
 OX0272* NAVD 88     -      1759.349  (meters)    5772.13   (feet)  POSTED    
 OX0272  ___________________________________________________________________
 OX0272  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 OX0272  DYNAMIC HT  -        1758.350 (meters)    5768.85  (feet)  COMP
 OX0272  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 OX0272
 OX0272  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0272
 OX0272.The horizontal coordinates were scaled from a topographic map and have
 OX0272.an estimated accuracy of +/- 6 seconds.
 OX0272
 OX0272.The orthometric height was determined by differential leveling
 OX0272.and adjusted by the National Geodetic Survey in 1992..
 OX0272.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0272.rate of 0.0 thru 1.0 mm/km.
 OX0272
 OX0272.The geoid height was determined by GEOID03.
 OX0272
 OX0272.The dynamic height is computed by dividing the NAVD 88
 OX0272.geopotential number by the normal gravity value computed on the
 OX0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0272.degrees latitude (g = 980.6199 gals.).
 OX0272
 OX0272.The modeled gravity was interpolated from observed gravity values.
 OX0272
 OX0272;                    North         East    Units  Estimated Accuracy
 OX0272;SPC ID E     -   243,240.      257,060.      MT  (+/- 180 meters Scaled)
 OX0272
 OX0272                          SUPERSEDED SURVEY CONTROL
 OX0272
 OX0272  NGVD 29 (??/??/92) 1758.200  (m)         5768.36   (f) ADJ UNCH    2 0
 OX0272
 OX0272.Superseded values are not recommended for survey control.
 OX0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0272.See file dsdata.txt to determine how the superseded data were derived.
 OX0272
 OX0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP632557(NAD 83)
 OX0272_MARKER: DR = REFERENCE MARK DISK
 OX0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0272_STAMPING: CANYON CREEK NO 1 1946
 OX0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0272+STABILITY: SURFACE MOTION
 OX0272
 OX0272  HISTORY     - Date     Condition        Report By
 OX0272  HISTORY     - 1946     MONUMENTED       CGS
 OX0272  HISTORY     - 1951     GOOD             NGS
 OX0272  HISTORY     - 19960601 POOR             IDTD
 OX0272
 OX0272                          STATION DESCRIPTION
 OX0272
 OX0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0272'7.8 MI SE FROM NEWDALE.
 OX0272'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0272'NEWDALE, THENCE 7.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 20, AT THE
 OX0272'JUNCTION OF A T ROAD LEADING NORTH, 63 1/2 FEET NORTH OF THE CENTER
 OX0272'LINE OF THE HIGHWAY, 27.7 FEET NORTH OF A TRIANGULATION STATION, 14
 OX0272'FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 2.3 FEET WEST
 OX0272'OF A WIRE FENCE, AND ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 OX0272'OF A CONCRETE POST FLUSH WITH THE GROUND.
 OX0272
 OX0272                          STATION RECOVERY (1996)
 OX0272
 OX0272'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 OX0272'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0271 ***********************************************************************
 OX0271  DESIGNATION -  CANYON CREEK RM 2
 OX0271  PID         -  OX0271
 OX0271  STATE/COUNTY-  ID/MADISON
 OX0271  USGS QUAD   -  WRIGHT CREEK (1965)
 OX0271
 OX0271                         *CURRENT SURVEY CONTROL
 OX0271  ___________________________________________________________________
 OX0271* NAD 83(1986)-  43 51 15.     (N)    111 27 25.     (W)     SCALED    
 OX0271* NAVD 88     -      1759.430  (meters)    5772.40   (feet)  POSTED    
 OX0271  ___________________________________________________________________
 OX0271  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 OX0271  DYNAMIC HT  -        1758.430 (meters)    5769.12  (feet)  COMP
 OX0271  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 OX0271
 OX0271  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0271
 OX0271.The horizontal coordinates were scaled from a topographic map and have
 OX0271.an estimated accuracy of +/- 6 seconds.
 OX0271
 OX0271.The orthometric height was determined by differential leveling
 OX0271.and adjusted by the National Geodetic Survey in 1992..
 OX0271.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0271.rate of 0.0 thru 1.0 mm/km.
 OX0271
 OX0271.The geoid height was determined by GEOID03.
 OX0271
 OX0271.The dynamic height is computed by dividing the NAVD 88
 OX0271.geopotential number by the normal gravity value computed on the
 OX0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0271.degrees latitude (g = 980.6199 gals.).
 OX0271
 OX0271.The modeled gravity was interpolated from observed gravity values.
 OX0271
 OX0271;                    North         East    Units  Estimated Accuracy
 OX0271;SPC ID E     -   243,240.      257,060.      MT  (+/- 180 meters Scaled)
 OX0271
 OX0271                          SUPERSEDED SURVEY CONTROL
 OX0271
 OX0271  NGVD 29 (??/??/92) 1758.281  (m)         5768.63   (f) ADJ UNCH    2 0
 OX0271
 OX0271.Superseded values are not recommended for survey control.
 OX0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0271.See file dsdata.txt to determine how the superseded data were derived.
 OX0271
 OX0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP632557(NAD 83)
 OX0271_MARKER: DR = REFERENCE MARK DISK
 OX0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0271_SP_SET: CULVERT
 OX0271_STAMPING: CANYON CREEK NO 2 1946
 OX0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0271
 OX0271  HISTORY     - Date     Condition        Report By
 OX0271  HISTORY     - 1946     MONUMENTED       CGS
 OX0271  HISTORY     - 1951     GOOD             NGS
 OX0271  HISTORY     - 19960601 POOR             IDTD
 OX0271
 OX0271                          STATION DESCRIPTION
 OX0271
 OX0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0271'7.8 MI SE FROM NEWDALE.
 OX0271'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0271'NEWDALE, THENCE 7.7 MILES SOUTHEAST ALONG U. S. HIGHWAY 20, AT A T
 OX0271'JUNCTION OF A ROAD LEADING NORTH, AND SET IN THE TOP AND IN THE CENTER
 OX0271'OF THE NORTH HEADWALL OF A 15 INCH CORRUGATED METAL PIPE CULVERT UNDER
 OX0271'THE HIGHWAY, 40.7 FEET WEST OF A TRIANGULATION STATION, 24 FEET NORTH
 OX0271'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 OX0271'HIGHWAY.
 OX0271
 OX0271                          STATION RECOVERY (1996)
 OX0271
 OX0271'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 OX0271'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0801 ***********************************************************************
 QA0801  DESIGNATION -  CAPE HORN
 QA0801  PID         -  QA0801
 QA0801  STATE/COUNTY-  ID/VALLEY
 QA0801  USGS QUAD   -  CAPE HORN LAKES (1972)
 QA0801
 QA0801                         *CURRENT SURVEY CONTROL
 QA0801  ___________________________________________________________________
 QA0801* NAD 83(1992)-  44 24 25.29852(N)    115 14 19.86928(W)     ADJUSTED  
 QA0801* NAVD 88     -      2906.7    (meters)    9536.     (feet)  VERTCON   
 QA0801  ___________________________________________________________________
 QA0801  LAPLACE CORR-           7.23  (seconds)                    DEFLEC99
 QA0801  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 QA0801
 QA0801  HORZ ORDER  -  FIRST
 QA0801
 QA0801.The horizontal coordinates were established by classical geodetic methods
 QA0801.and adjusted by the National Geodetic Survey in July 1992..
 QA0801
 QA0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0801
 QA0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0801
 QA0801.The geoid height was determined by GEOID03.
 QA0801
 QA0801;                    North         East     Units Scale Factor Converg.
 QA0801;SPC ID W     -   304,542.965   840,713.176   MT  0.99995371   +0 21 27.7
 QA0801;UTM  11      - 4,918,590.424   640,230.058   MT  0.99984184   +1 13 57.2
 QA0801
 QA0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0801!SPC ID W     -   0.99954657  x   0.99995371  =   0.99950030
 QA0801!UTM  11      -   0.99954657  x   0.99984184  =   0.99938848
 QA0801
 QA0801|---------------------------------------------------------------------|
 QA0801| PID    Reference Object                     Distance      Geod. Az  |
 QA0801|                                                           dddmmss.s |
 QA0801| CD4385 CAPE HORN RM 1                       22.740 METERS 04336     |
 QA0801| CD5671 T12N R10E VA EL 9308                               2144850.8 |
 QA0801| CD4386 CAPE HORN RM 2                        7.484 METERS 28528     |
 QA0801|---------------------------------------------------------------------|
 QA0801
 QA0801                          SUPERSEDED SURVEY CONTROL
 QA0801
 QA0801  NAD 83(1986)-  44 24 25.29811(N)    115 14 19.86457(W) AD(       ) 1
 QA0801  NAD 27      -  44 24 25.64426(N)    115 14 16.49230(W) AD(       ) 1
 QA0801  NGVD 29 (07/19/86) 2905.3    (m)         9532.     (f) VERT ANG       
 QA0801
 QA0801.Superseded values are not recommended for survey control.
 QA0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0801.See file dsdata.txt to determine how the superseded data were derived.
 QA0801
 QA0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK4023018590(NAD 83)
 QA0801_MARKER: DS = TRIANGULATION STATION DISK
 QA0801_SETTING: 80 = SET IN A BOULDER
 QA0801_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QA0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0801+STABILITY: SURFACE MOTION
 QA0801
 QA0801  HISTORY     - Date     Condition        Report By
 QA0801  HISTORY     - 1935     MONUMENTED       CGS
 QA0801  HISTORY     - 1938     SEE DESCRIPTION  CGS
 QA0801  HISTORY     - 1939     SEE DESCRIPTION  CGS
 QA0801  HISTORY     - 1952     GOOD             USGS
 QA0801  HISTORY     - 1959     SEE DESCRIPTION  CGS
 QA0801  HISTORY     - 1972     GOOD             USGS
 QA0801
 QA0801                          STATION DESCRIPTION
 QA0801
 QA0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 QA0801'ON THE NORTHERNMOST AND HIGHEST POINT OF CAPE HORN RIDGE, ABOUT
 QA0801'10 FEET HIGHER THAN ANOTHER PEAK WHICH IS BARE AND LIES TO
 QA0801'THE SOUTH ABOUT 200 YARDS.  THE STATION PEAK HAS SOME SMALL PINE
 QA0801'ON IT.
 QA0801'
 QA0801'TO REACH FROM STANLEY, GO NORTH ON THE BEAR VALLEY-LOWMAN
 QA0801'ROAD FOR 7.6 MILES TO A POINT WHICH IS OPPOSITE U.S. COAST
 QA0801'AND GEODETIC SURVEY STATION STANLEY.  CONTINUE NORTH (STRAIGHT
 QA0801'AHEAD) FOR 8.2 MILES TO CAPE HORN FOREST TELEPHONE SIGN ON THE
 QA0801'LEFT SIDE OF THE ROAD, CONTINUE STRAIGHT AHEAD 1.5 MILES
 QA0801'FURTHER, TAKE THE LEFT FORK AS PER SIGN BEAR VALLEY (RIGHT
 QA0801'FORK GOES TO CAPE HORN AND SEAFOAM AS PER SIGN) AND GO 0.9
 QA0801'MILE, TAKE LEFT FORK AS PER SIGN LOWMAN-BEAR VALLEY AND GO 3.8
 QA0801'MILES, KEEP STRAIGHT AHEAD OR RIGHT FORK AND GO 2.9 MILES TO
 QA0801'SUMMIT AND SIGN PAYETTE FOREST.  THE TRAIL STARTS ON THE
 QA0801'RIGHT SIDE OF ROAD AND SWITCHES BACK AND FORTH UP RIDGE.
 QA0801'SOME PORTIONS OF THE TRAIL ARE HARDLY DISCERNABLE DUE
 QA0801'TO SHEEP PASTURING ON THE HILL SIDE, THE TRAIL WILL BE
 QA0801'EASILY FOLLOWED ABOUT 4 MILES AT WHICH POINT IT REACHES THE
 QA0801'TOP OF THE RIDGE.  FROM THIS POINT A PEAK WILL BE SEEN TO THE
 QA0801'NORTHEAST AND ANOTHER TO THE WEST OF IT.  THE TRAIL AHEAD WILL
 QA0801'PASS TO THE WEST SIDE OF THE WEST PEAK.  FROM A STAKE ON THE
 QA0801'TRAIL (A SMALL POLE SURROUNDED WITH ROCKS USED AS A TRAIL
 QA0801'MARKER) JUST BEFORE PASSING AROUND THE PEAK, A ROCKY PEAK CAN BE
 QA0801'SEEN JUST TO THE LEFT OF A GREEN TREE TO THE NORTH.  THIS
 QA0801'PEAK IS ABOUT 200 YARDS SOUTH OF THE STATION.  FOLLOW THE
 QA0801'TRAIL NORTH AROUND THE HILL TO A SADDLE AND ANOTHER TRAIL
 QA0801'STAKE, THE END OF THE TRAIL.  A LAKE CAN BE SEEN TO THE EAST
 QA0801'AND ALSO THE ROCKY PEAK (MENTIONED ABOVE) TO THE NORTH.
 QA0801'FOLLOW THE RIDGE NORTH TO THIS ROCKY PEAK AND THE
 QA0801'STATION, WHICH CAN BE SEEN 200 YARDS NORTH.  OBSERVING
 QA0801'PARTY SHOULD CARRY A LIGHT AX ONTO HILL TO CLEAR ANY DOUBTFUL
 QA0801'LINES.  HORSES CAN BE SECURED AT DUDE RANCH NEAR CAPE HORN
 QA0801'HOT SPRINGS.  BUILDING PARTY BACK-PACKED TO STATION.
 QA0801'
 QA0801'TWO REFERENCE MARKS WERE SET IN BED ROCK.  THE STATION MARK
 QA0801'IS SET IN A LARGE BOULDER PARTLY EXPOSED.  THERE IS A U.S.
 QA0801'FOREST SERVICE MARK ON THE ROCKY HILL WHICH CAN BE USED AS AN
 QA0801'AZIMUTH.
 QA0801'
 QA0801'A 4-FOOT TRIPOD WAS BUILT.
 QA0801'
 QA0801'STATION UNOCCUPIED.
 QA0801
 QA0801                          STATION RECOVERY (1938)
 QA0801
 QA0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACT)
 QA0801'ABOUT 15 MILES, AIRLINE, NORTHWEST OF STANLEY ON THE NORTHERNMOST
 QA0801'AND HIGHEST POINT OF CAPE HORN RIDGE, ABOUT 200 YARDS NORTH OF
 QA0801'A SLIGHTLY LOWER PEAK WHICH IS BARE ON TOP.
 QA0801'
 QA0801'TO REACH FROM STANLEY, GO NORTH ON THE BEAR VALLEY-LOWMAN ROAD
 QA0801'FOR 17.3 MILES, TAKE THE LEFT FORK ON BEAR VALLEY ROAD FOR 0.9
 QA0801'MILE, TAKE LEFT FORK ON BEAR VALLEY ROAD FOR 3.8 MILES, KEEP
 QA0801'STRAIGHT AHEAD ON THE RIGHT FORK FOR 2.9 MILES TO SUMMIT
 QA0801'AND SIGN PAYETTE FOREST.  LEAVE TRUCK HERE AND FOLLOW THE TRAIL
 QA0801'UP RIDGE TO THE RIGHT.  THE TRAIL MAY BE EASILY FOLLOWED FOR
 QA0801'ABOUT 4 MILES, OR TO A POINT WHERE IT REACHES SUMMIT OF A
 QA0801'HIGH NORTH-SOUTH RIDGE.  FROM THIS POINT TURN LEFT AND FOLLOW
 QA0801'ALONG RIDGE ABOUT 3 MILES NORTH AND EAST TO STATION, CROSSING
 QA0801'FIVE SADDLES ENROUTE.
 QA0801'
 QA0801'SURFACE MARK IS A STANDARD BRONZE DISK SET IN OUTCROPPING
 QA0801'BEDROCK AS DESCRIBED IN NOTE 2 AND IS STAMPED CAPE HORN 1935.
 QA0801'
 QA0801'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN BEDROCK,
 QA0801'NOTE 12A, AND IS STAMPED CAPE HORN NO. 2 1935.
 QA0801'
 QA0801'REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE NOT LOCATED DUE
 QA0801'TO HEAVY SNOWFALL AND LACK OF ACCURATE DESCRIPTION.  ABOVE
 QA0801'SURFACE AND REFERENCE (NO. 2) MARKS WERE SO STAMPED SINCE MARKS
 QA0801'WERE SET IN 1935 BUT THE STATION WAS NOT OCCUPIED UNTIL 1938.
 QA0801
 QA0801                          STATION RECOVERY (1939)
 QA0801
 QA0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 QA0801'ALL MARKS FOUND IN GOOD CONDITION.  IT IS 18 MILES, AIRLINE,
 QA0801'NORTHWEST OF STANLEY, 5.0 MILES, AIRLINE, NORTH-NORTHEAST OF THE
 QA0801'BOISE COUNTY LINE ON THE EAST BOUNDARY OF PAYETTE NATIONAL
 QA0801'FOREST, AND ON THE SUMMIT OF THE NORTHERNMOST AND HIGHEST POINT
 QA0801'OF CAPE HORN RIDGE.  U.S. FOREST SERVICE MAP ELEVATION 9500
 QA0801'FEET.  THERE ARE SOME LARGE DEAD TREES AND SOME SMALL PINES
 QA0801'NEAR THE STATION.
 QA0801'
 QA0801'TO REACH FROM STANLEY, GO NORTHWEST ON THE BEAR VALLEY-LOWMAN
 QA0801'ROAD FOR 25.3 MILES TO A SIGN PAYETTE FOREST.  THIS POINT IS
 QA0801'AT THE TOP OF THE PASS BEFORE GOING DOWN INTO BEAR VALLEY.  THE
 QA0801'TRAIL STARTS ON THE RIGHT SIDE OF THE ROAD NEAR THE SIGN AND
 QA0801'SWITCHES BACK AND FORTH FOR ABOUT 4 MILES TO THE TOP OF THE
 QA0801'RIDGE.  FOLLOW TRAIL NORTHWARD ALONG THE RIDGE AND AROUND THE
 QA0801'WEST SIDE OF FIRST PEAK TO THE DIVIDE WHERE THE TRAIL
 QA0801'STARTS DOWN ALONG LOLA CREEK.  LEAVE TRAIL AND CONTINUE NORTH
 QA0801'ALONG THE RIDGE FOR ABOUT 1.0 MILE TO THE STATION.  IT IS A
 QA0801'4-HOUR BACK PACK.  IF HORSES ARE USED AND ARE OBTAINED FROM CAPE
 QA0801'HORN DUDE RANCH, THE STATION CAN BE REACHED FROM THE EAST
 QA0801'BY PACKING UP LOLA CREEK TRAIL TO THE TOP OF THE DIVIDE AND
 QA0801'THEN PROCEEDING NORTH AS STATED ABOVE.  A 3-HOUR HORSE PACK.
 QA0801'
 QA0801'SURFACE MARK IS A STANDARD BRONZE DISK IN BEDROCK, FLUSH
 QA0801'WITH THE GROUND AND STAMPED CAPE HORN 1935.
 QA0801'
 QA0801'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN BEDROCK
 QA0801'OUTCROP, 8 FEET BELOW STATION LEVEL, 2 FEET LOWER THAN, AND
 QA0801'4 FEET SOUTH OF ANOTHER BEDROCK OUTCROP, 15 FEET WEST OF WHERE
 QA0801'THE MOUNTAIN BREAKS OFF SHARPLY TO THE EAST AND IS STAMPED,
 QA0801'CAPE HORN NO. 1 1935.
 QA0801'
 QA0801'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK IN TOP OF BEDROCK
 QA0801'FLUSH WITH GROUND, 9 FEET LOWER THAN STATION LEVEL, 3 FEET
 QA0801'NORTHWEST OF A 15-FOOT SCRUB PINE TREE AND IS STAMPED CAPE
 QA0801'HORN NO. 2 1935.
 QA0801'
 QA0801'THE AZIMUTH MARK IS A U.S. FOREST SERVICE TRIANGULATION STATION
 QA0801'STANDARD DISK STAMPED, VAEL R10E, T12N 1922 ELEV. 9308 FEET,
 QA0801'ABOUT 2 FEET BELOW THE SUMMIT OF A ROCKY PEAK WHICH LIES
 QA0801'ABOUT 0.25 MILE SOUTH-SOUTHWEST OF THE STATION.  THIS PEAK
 QA0801'IS ABOUT 10 FEET LOWER THAN THE ONE WHICH CARRIES THE STATION.
 QA0801'
 QA0801'NEW LINES FROM THIS STATION MAY REQUIRE CLEARING OF TREES.
 QA0801'
 QA0801'ALL OBJECTS ARE VISIBLE FROM A 4-FOOT STAND.
 QA0801
 QA0801                          STATION RECOVERY (1952)
 QA0801
 QA0801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 QA0801'DESCRIPTION AND POSITION LISTED IN NGS QUAD 44115-2, STATION 1007.
 QA0801'
 QA0801'RECOVERED BY USGS IN 1952.  ALL MARKS IN GOOD CONDITION.
 QA0801'
 QA0801'NOTE BY USGS, 1960--CAPE HORN DUDE RANCH IS NOW A BOY SCOUT CAMP.
 QA0801'HORSES NO LONGER AVAILABLE.
 QA0801'
 QA0801'RECOVERED BY USGS IN 1972.  REACHED BY HELICOPTER.  CAN LAND AT SITE.
 QA0801'
 QA0801'STATION MARK--A STANDARD DISK STAMPED---CAPE HORN 1935---, CEMENTED
 QA0801'IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FT. BY 1 FT. AND IS
 QA0801'FLUSH WITH THE GROUND.
 QA0801
 QA0801                          STATION RECOVERY (1959)
 QA0801
 QA0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0801'THE STATION AND MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 QA0801'TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 QA0801'
 QA0801'THE STATION IS LOCATED, AIRLINE, ABOUT 18 MILES NORTHWEST
 QA0801'OF STANLEY, ABOUT 9 MILES EAST OF ELK CREEK RANGER STATION.
 QA0801'IT IS ON THE CUSTER-VALLEY COUNTY LINE AND ON THE HIGHEST
 QA0801'POINT OF CAPE HORN RIDGE.
 QA0801'
 QA0801'TO REACH THE STATION FROM THE POST OFFICE IN CASCADE, GO
 QA0801'NORTH ON STATE HIGHWAY 15 FOR 1.0 MILE TO FOREST SERVICE HIGHWAY
 QA0801'22 ON THE RIGHT.  TURN RIGHT ON FOREST SERVICE HIGHWAY 22 AND
 QA0801'GO EASTERLY FOR 33.1 MILES TO WARM LAKE SUMMIT.  CONTINUE ON
 QA0801'THE GRADED ROAD EASTERLY FOR 2.0 MILES TO A ROAD FORKS AND A
 QA0801'SIGN BEAR VALLEY-PEN BASIN ROAD, BEAR VALLEY 35.  TAKE THE RIGHT
 QA0801'FORK, STRAIGHT AHEAD, AND CONTINUE EASTERLY ON THE GRADED ROAD
 QA0801'FOR 0.3 MILE TO A GRADED CROSSROAD AND A SIGN ELK CREEK RANGER
 QA0801'STATION 35.  TURN RIGHT, ON THE GRADED CROSSROAD, AND GO
 QA0801'SOUTHERLY FOR 18.0 MILES TO A ROAD FORKS AND A SIGN ELK
 QA0801'CREEK RANGER STATION 13, STANLEY 52, LOWMAN 49.  TAKE THE
 QA0801'LEFT FORK, ON THE GRADED ROAD, AND GO EASTERLY FOR 13.1 MILES
 QA0801'TO ELK CREEK RANGER STATION, CONTINUE EASTERLY ON THE
 QA0801'GRADED ROAD FOR 2.4 MILES TO A ROAD FORKS AND A SIGN
 QA0801'SULFUR CREEKS TRAIL 2, BRUCE MEADOWS L.F. 2, STANLEY 37.  TAKE
 QA0801'THE LEFT FORK AND GO EASTERLY ON THE GRADED ROAD FOR 9.0
 QA0801'MILES TO CAPE HORN SUMMIT AND A SIGN LOLA CREEK TRAIL.  THIS
 QA0801'IS THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHERLY ON A
 QA0801'GOOD TRAIL FOR ABOUT 2 MILES TO THE CREST OF THE RIDGE, BEAR
 QA0801'LEFT AND FOLLOW THE TRAIL ALONG THE TOP OF THE RIDGE,
 QA0801'NORTHWESTERLY, FOR ABOUT 1/2 MILE.  HERE THE TRAIL DROPS DOWN
 QA0801'ALONG THE NORTHWESTERLY SIDE OF THE HILL.  CONTINUE ON THE
 QA0801'TRAIL UNTIL IT DROPS INTO A SADDLE AND A SIGN LOLA CREEK.
 QA0801'LEAVE THE TRAIL AND PACK WEST UP THE RIDGE AND BEAR RIGHT,
 QA0801'NORTH, DROPPING INTO A SADDLE AND UP A STEEP SLOPE TO THE TOP
 QA0801'OF THE RIDGE, THENCE BEAR LEFT AND PACK NORTHWESTERLY FOR ABOUT
 QA0801'1/4 MILE TO A LARGE ROCKY, SHARP-POINTED HILL AND THE AZIMUTH
 QA0801'MARK.  CONTINUE NORTHWESTERLY TO A SLIGHTLY HIGHER HILL
 QA0801'AND THE STATION.  NOTE--THIS IS A 3-HOUR PACK.
 QA0801'
 QA0801'THE STATION MARK, STAMPED CAPE HORN 1935, IS A STANDARD DISK
 QA0801'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FEET
 QA0801'BY 1 FOOT AND IS FLUSH WITH THE GROUND.
 QA0801'
 QA0801'REFERENCE MARK NUMBER ONE, STAMPED CAPE HORN NO 1 1935, IS A
 QA0801'STANDARD DISK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING
 QA0801'BEDROCK WHICH IS ABOUT 4 FEET BY 3 FEET AND PROJECTS ABOUT
 QA0801'2 FEET.  IT IS ABOUT 2 FEET LOWER AND ABOUT 4 FEET SOUTH OF A
 QA0801'LARGER ROCK OUTCROPPING, AND IS ABOUT 3 FEET LOWER THAN THE
 QA0801'STATION.
 QA0801'
 QA0801'REFERENCE MARK NUMBER TWO, STAMPED CAPE HORN NO 2 1935, IS
 QA0801'A STANDARD DISK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING
 QA0801'BEDROCK WHICH IS ABOUT 5 FEET BY 1 FOOT AND IS FLUSH WITH THE
 QA0801'GROUND.  IT IS ABOUT 9 FEET LOWER THAN THE STATION.
 QA0801'
 QA0801'THE AZIMUTH MARK, STAMPED T 12 N R 10 E 1 VA EL 9500, IS A
 QA0801'U.S. FOREST SERVICE MARK CEMENTED IN A DRILL HOLE IN A BOULDER
 QA0801'WHICH IS ABOUT 1-1/2 FEET BY 1 FOOT AND IS FLUSH WITH
 QA0801'SURROUNDING BOULDERS.  IT IS 1/2 FOOT EAST OF A SMALL CAIRN.
 QA0801
 QA0801                          STATION RECOVERY (1972)
 QA0801
 QA0801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0801'DESCRIPTION AND POSITION LISTED IN NGS QUAD 44115-2, STATION 1007.
 QA0801'
 QA0801'NOTE BY USGS, 1960--CAPE HORN DUDE RANCH IS NOW A BOY SCOUT CAMP.
 QA0801'HORSES NO LONGER AVAILABLE.
 QA0801'
 QA0801'RECOVERED BY USGS IN 1972.  ALL MARKS IN GOOD CONDITION.  REACHED BY
 QA0801'HELICOPTER.  CAN LAND AT SITE.
 QA0801'
 QA0801'STATION MARK--A STANDARD DISK STAMPED---CAPE HORN 1935---, CEMENTED
 QA0801'IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FT. BY 1 FT. AND IS
 QA0801'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1551 ***********************************************************************
 SV1551  DESIGNATION -  CAPE HORN PEAK LOT
 SV1551  PID         -  SV1551
 SV1551  STATE/COUNTY-  ID/BONNER
 SV1551  USGS QUAD   -  BAYVIEW (1996)
 SV1551
 SV1551                         *CURRENT SURVEY CONTROL
 SV1551  ___________________________________________________________________
 SV1551* NAD 83(1992)-  47 59 44.39384(N)    116 31 18.56850(W)     ADJUSTED  
 SV1551* NAVD 88     -                                                        
 SV1551  ___________________________________________________________________
 SV1551  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 SV1551  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 SV1551
 SV1551  HORZ ORDER  -  THIRD
 SV1551
 SV1551.The horizontal coordinates were established by classical geodetic methods
 SV1551.and adjusted by the National Geodetic Survey in July 1992..
 SV1551
 SV1551
 SV1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1551
 SV1551.The geoid height was determined by GEOID03.
 SV1551
 SV1551;                    North         East     Units Scale Factor Converg.
 SV1551;SPC ID W     -   703,573.454   742,401.512   MT  0.99997408   -0 34 24.8
 SV1551;UTM  11      - 5,315,929.019   535,672.681   MT  0.99961564   +0 21 19.2
 SV1551
 SV1551                          SUPERSEDED SURVEY CONTROL
 SV1551
 SV1551  NAD 83(1986)-  47 59 44.40008(N)    116 31 18.56177(W) AD(       ) 4
 SV1551  NAD 27      -  47 59 44.76045(N)    116 31 14.83312(W) AD(       ) 3
 SV1551
 SV1551.Superseded values are not recommended for survey control.
 SV1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1551.See file dsdata.txt to determine how the superseded data were derived.
 SV1551
 SV1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3567315929(NAD 83)
 SV1551
 SV1551  HISTORY     - Date     Condition        Report By
 SV1551  HISTORY     - 1948     MONUMENTED       CGS
 SV1551
 SV1551                          STATION DESCRIPTION
 SV1551
 SV1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 SV1551'THE STATION IS TOP OF REEF OF THE U.S. FOREST SERVICE LOOKOUT
 SV1551'TOWER ATOP CAPE HORN PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1561 ***********************************************************************
 SV1561  DESIGNATION -  CAPEHORN
 SV1561  PID         -  SV1561
 SV1561  STATE/COUNTY-  ID/BONNER
 SV1561  USGS QUAD   -  BAYVIEW (1996)
 SV1561
 SV1561                         *CURRENT SURVEY CONTROL
 SV1561  ___________________________________________________________________
 SV1561* NAD 83(1992)-  47 59 44.29273(N)    116 31 18.40648(W)     ADJUSTED  
 SV1561* NAVD 88     -      1378.7    (meters)    4523.     (feet)  VERTCON   
 SV1561  ___________________________________________________________________
 SV1561  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 SV1561  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 SV1561
 SV1561  HORZ ORDER  -  THIRD
 SV1561
 SV1561.The horizontal coordinates were established by classical geodetic methods
 SV1561.and adjusted by the National Geodetic Survey in July 1992..
 SV1561
 SV1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1561
 SV1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1561
 SV1561.The geoid height was determined by GEOID03.
 SV1561
 SV1561;                    North         East     Units Scale Factor Converg.
 SV1561;SPC ID W     -   703,570.298   742,404.839   MT  0.99997408   -0 34 24.7
 SV1561;UTM  11      - 5,315,925.918   535,676.058   MT  0.99961564   +0 21 19.3
 SV1561
 SV1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1561!SPC ID W     -   0.99978666  x   0.99997408  =   0.99976075
 SV1561!UTM  11      -   0.99978666  x   0.99961564  =   0.99940239
 SV1561
 SV1561:                Primary Azimuth Mark                     Grid Az
 SV1561:SPC ID W     -  BERNARD PEAK LOT 2                       188 12 17.4
 SV1561:UTM  11      -  BERNARD PEAK LOT 2                       187 16 33.4
 SV1561
 SV1561|---------------------------------------------------------------------|
 SV1561| PID    Reference Object                     Distance      Geod. Az  |
 SV1561|                                                           dddmmss.s |
 SV1561| SV1560 BERNARD PEAK LOT 2                  APPROX. 6.7 KM 1873752.7 |
 SV1561|---------------------------------------------------------------------|
 SV1561
 SV1561                          SUPERSEDED SURVEY CONTROL
 SV1561
 SV1561  NAD 83(1986)-  47 59 44.29802(N)    116 31 18.39887(W) AD(       ) 3
 SV1561  NAD 27      -  47 59 44.61265(N)    116 31 14.70426(W) AD(       ) 3
 SV1561  NGVD 29 (07/19/86) 1377.5    (m)         4519.     (f) VERT ANG       
 SV1561
 SV1561.Superseded values are not recommended for survey control.
 SV1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1561.See file dsdata.txt to determine how the superseded data were derived.
 SV1561
 SV1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3567615926(NAD 83)
 SV1561_MARKER: DD = SURVEY DISK
 SV1561_SETTING: 0 = UNSPECIFIED SETTING
 SV1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1561
 SV1561  HISTORY     - Date     Condition        Report By
 SV1561  HISTORY     - 1960     MONUMENTED       USGS
 SV1561
 SV1561                          STATION DESCRIPTION
 SV1561
 SV1561'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SV1561'LOCATED ABOUT 2 MI. (AIRLINE) NE. OF BAYVIEW, IN SECTION 25, T 54 N,
 SV1561'R 2 W, ON HIGHEST POINT OF A PARTIAL TIMBERED TOP OVERLOOKING LAKE
 SV1561'PEND OREILLE.
 SV1561'
 SV1561'TO REACH FROM THE POST OFFICE AT BAYVIEW, DRIVE 0.2 MI. NW. ON MAIN
 SV1561'STREET TOWARD CAPEHORN RESORT TO RD. FORKS, CONTINUE STRAIGHT AHEAD
 SV1561'ON MAIN RD. FOR 0.25 MI. TO JUNCTION OF DIM TRACK RD. FROM N., TURN
 SV1561'RIGHT ON DIM TRACK RD. PASSING BETWEEN SEVERAL BUILDINGS AND DRIVE
 SV1561'4.8 MI. TO USFS TRAIL SIGN --TRAIL NO. 230 - CAPEHORN LITTLE BLACKTAIL
 SV1561'TRAIL-- AND END OF TRUCK TRAVEL.  TAKE TRAIL NO. 230 AND CLIMB TO TOP
 SV1561'AND STATION.
 SV1561'
 SV1561'STATION MARK--A STANDARD TABLET STAMPED---CAPEHORN 1960---, CEMENTED
 SV1561'IN THE NE. CONCRETE FOOTING OF A DESTROYED L.O.T.
 SV1561'
 SV1561'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 SV1561'1960---, SET IN THE SE. CONCRETE FOOTING OF DESTROYED L.O.T., 21.21
 SV1561'FT. FROM THE STATION MARK, N 89 DEG 21 MIN W.
 SV1561'
 SV1561'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 SV1561'1960---, SET IN THE NE. FOOTING OF DESTROYED L.O.T., 20.01 FT. FROM
 SV1561'THE STATION MARK, N 00 DEG 58 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1056 ***********************************************************************
 SU1056  DESIGNATION -  CAPITAL
 SU1056  PID         -  SU1056
 SU1056  STATE/COUNTY-  ID/SHOSHONE
 SU1056  USGS QUAD   -  OSBURN (1996)
 SU1056
 SU1056                         *CURRENT SURVEY CONTROL
 SU1056  ___________________________________________________________________
 SU1056* NAD 83(1992)-  47 33 33.53684(N)    115 58 16.71496(W)     ADJUSTED  
 SU1056* NAVD 88     -      1621.8    (meters)    5321.     (feet)  VERTCON   
 SU1056  ___________________________________________________________________
 SU1056  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 SU1056  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 SU1056
 SU1056  HORZ ORDER  -  FIRST
 SU1056
 SU1056.The horizontal coordinates were established by classical geodetic methods
 SU1056.and adjusted by the National Geodetic Survey in July 1992..
 SU1056
 SU1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1056
 SU1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1056
 SU1056.The geoid height was determined by GEOID03.
 SU1056
 SU1056;                    North         East     Units Scale Factor Converg.
 SU1056;SPC ID W     -   654,796.218   783,345.640   MT  0.99993674   -0 09 48.0
 SU1056;UTM  11      - 5,267,834.592   577,386.526   MT  0.99967359   +0 45 33.1
 SU1056
 SU1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1056!SPC ID W     -   0.99974843  x   0.99993674  =   0.99968519
 SU1056!UTM  11      -   0.99974843  x   0.99967359  =   0.99942211
 SU1056
 SU1056|---------------------------------------------------------------------|
 SU1056| PID    Reference Object                     Distance      Geod. Az  |
 SU1056|                                                           dddmmss.s |
 SU1056| CH6618 CAPITAL RM 3                         14.705 METERS 01345     |
 SU1056| CH6614 CAPITAL RM NE PIER COR                4.010 METERS 04811     |
 SU1056| SU1051 SUNSET                              APPROX.10.3 KM 0871721.7 |
 SU1056| CH6616 CAPITAL RM SE PIER COR                3.880 METERS 13813     |
 SU1056| CH6617 CAPITAL RM 2                         57.135 METERS 26553     |
 SU1056| CH6615 CAPITAL RM NW PIER COR                3.990 METERS 31947     |
 SU1056|---------------------------------------------------------------------|
 SU1056
 SU1056                          SUPERSEDED SURVEY CONTROL
 SU1056
 SU1056  NAD 83(1986)-  47 33 33.54004(N)    115 58 16.70622(W) AD(       ) 1
 SU1056  NAD 27      -  47 33 33.80770(N)    115 58 13.10969(W) AD(       ) 1
 SU1056  NGVD 29 (07/19/86) 1620.6    (m)         5317.     (f) VERT ANG       
 SU1056
 SU1056.Superseded values are not recommended for survey control.
 SU1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1056.See file dsdata.txt to determine how the superseded data were derived.
 SU1056
 SU1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN7738767835(NAD 83)
 SU1056_MARKER: DD = SURVEY DISK
 SU1056_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SU1056
 SU1056  HISTORY     - Date     Condition        Report By
 SU1056  HISTORY     - 1936     MONUMENTED       USGS
 SU1056  HISTORY     - 1937     GOOD             USGS
 SU1056  HISTORY     - 1956     GOOD             USGS
 SU1056  HISTORY     - 1958     GOOD             CGS
 SU1056  HISTORY     - 1968     GOOD             CGS
 SU1056  HISTORY     - 1982     GOOD             BPA
 SU1056
 SU1056                          STATION DESCRIPTION
 SU1056
 SU1056'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 SU1056'STATION MARK--STANDARD TABLET STAMPED---CAPITAL 1936---, IN TOP OF
 SU1056'CONCRETE POST AT CENTER OF LOT.
 SU1056'
 SU1056'RM SE--TOP OF INSIDE CORNER OF SOUTHEAST CONCRETE PIER OF LOT.
 SU1056'
 SU1056'RM NW--TOP OF INSIDE CORNER OF NORTHWEST CONCRETE PIER OF LOT.
 SU1056'
 SU1056'RM NE--TOP OF INSIDE CORNER OF NORTHEAST CONCRETE PIER OF LOT.
 SU1056
 SU1056                          STATION RECOVERY (1937)
 SU1056
 SU1056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1937
 SU1056'RECOVERED AS DESCRIBED.
 SU1056
 SU1056                          STATION RECOVERY (1956)
 SU1056
 SU1056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SU1056'RECOVERED AS DESCRIBED.
 SU1056'
 SU1056'LOCATED ABOUT 6.2 MI NNW. OF WALLACE, 3.7 MI NNE. OF OSBURN.  AT
 SU1056'HEAD OF TWO MILE CREEK.
 SU1056'
 SU1056'TO REACH FROM JCT. OF U.S. HWY. 10 AND TWO MILE CREEK RD. IN
 SU1056'OSBURN, DRIVE 5.0 MI N. UP TWO MILE CREEK RD. TO 3-WAY JCT.  TAKE
 SU1056'EXTREME LEFT FORK 0.8 MI TO Y-RD.  PROCEED ON UPPER RD. LEFT FORK
 SU1056'0.4 MI TO 4-WAY INTERSECTION.  TAKE LEFT FORK STRAIGHT AHEAD 0.8
 SU1056'MI TO TOP AND STATION.
 SU1056
 SU1056                          STATION RECOVERY (1958)
 SU1056
 SU1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SU1056'LOCATED ABOUT 6.2 MI. NNW. OF WALLACE, 3.7 MI. NNE. OF OSBURN, AT THE
 SU1056'HEAD OF TWO MILE CREEK.
 SU1056'
 SU1056'TO REACH FROM JUNCTION OF U.S. HIGHWAY 10 AND TWO MILE CREEK RD. IN
 SU1056'OSBURN, DRIVE N. UP TWO MILE CREEK RD. FOR 5.0 MI. TO A 3-WAY RD.
 SU1056'JUNCTION, TAKE EXTREME LEFT FORK AND CONTINUE 0.8 MI. TO Y-RD.,
 SU1056'PROCEED ON UPPER RD. (LEFT FORK) FOR 0.4 MI. TO A 4-WAY RD.
 SU1056'INTERSECTION, TAKE LEFT HAND FORK (STRAIGHT AHEAD) FOR 0.8 MI. TO
 SU1056'TOP AND STATION.
 SU1056'
 SU1056'STATION MARK--STANDARD TABLET STAMPED---CAPITAL 1936---, SET IN TOP
 SU1056'OF CONCRETE POST AT CENTER OF LOOKOUT TOWER.
 SU1056'
 SU1056'REFERENCE MARKS--TOPS OF INSIDE CORNERS OF THE 4 CONCRETE PIERS UPON
 SU1056'WHICH THE LOOKOUT TOWER RESTS, AS FOLLOWS - SE. PIER 12.74 FT.,
 SU1056'SW. PIER 12.70 FT., NW. PIER 13.08 FT., NE. PIER 13.17 FT.
 SU1056'
 SU1056'NOTE--A U.S. FOREST SERVICE LOOKOUT TOWER IS CENTERED OVER STATION
 SU1056'MARK.
 SU1056
 SU1056                          STATION RECOVERY (1968)
 SU1056
 SU1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SU1056'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 SU1056'CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED.  A NEW REFERENCE
 SU1056'MARK 3 WAS ESTABLISHED AT THIS TIME.  THE LOOKOUT TOWER IS NO
 SU1056'LONGER OVER THE STATION MARK BUT THE FOUR FOOTINGS MARK ITS
 SU1056'FORMER LOCATION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 SU1056'
 SU1056'THE STATION IS ABOUT 4 MILES NORTH-NORTHEAST OF OSBURN AND 6
 SU1056'MILES NORTH-NORTHWEST OF KELLOGG.  IT IS AT THE EAST END OF A
 SU1056'SMOOTH, CLEAR AREA NEAR THE HIGHEST POINT OF CAPITAL MOUNTAIN, A
 SU1056'TIMBER COVERED PEAK AT THE NORTH END OF TWO MILE CREEK.
 SU1056'
 SU1056'TO REACH THE STATION FROM THE INTERSECTION OF 3RD STREET AND
 SU1056'U.S. HIGHWAY 10 (BUSINESS INTERSTATE 90) 1 BLOCK WEST OF THE POST
 SU1056'OFFICE IN OSBURN, GO NORTH ON 3RD STREET 0.3 MILE TO THE UNDERPASS
 SU1056'WHERE INTERSTATE 90 CROSSES OVER.  CONTINUE NORTH ON 3RD STREET
 SU1056'5.1 MILES UP TWO MILE CREEK TO A CROSSROAD ON THE RIDGE.  TURN
 SU1056'LEFT AS PER SIGN CAPITAL HILL 3 AND GO 0.8 MILE TO A FORK.  TAKE
 SU1056'THE LEFT FORK AND GO WEST FOR 0.4 MILE TO A FORK.  KEEP THE
 SU1056'RIGHT FORK FOR 1.0 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD
 SU1056'WESTERLY FOR 1.0 MILE TO THE SUMMIT AND THE STATION.
 SU1056'
 SU1056'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 SU1056'STAMPED CAPITAL 1936 VABM 5315, SET IN THE TOP OF A 8-INCH
 SU1056'CYLINDRICAL CONCRETE POST AND PROJECTS 2 INCHES ABOVE GROUND.  IT
 SU1056'IS IN THE APPROXIMATE CENTER OF FOUR OLD CONCRETE LOOKOUT TOWER
 SU1056'FOOTINGS, 15.2 FEET SOUTHWEST OF THE EYEBOLT IN THE NORTHEAST
 SU1056'FOOTING, AND 14.8 FEET NORTHWEST OF THE EYEBOLT IN THE SOUTHEAST
 SU1056'FOOTING.
 SU1056'
 SU1056'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAPITAL USGS NO 2
 SU1056'1958, CEMENTED IN A DRILL HOLE IN A DEPRESSION IN A BEDROCK
 SU1056'OUTCROP 8 FEET LONG BY 5 FEET WIDE AND PROJECTING 12 INCHES
 SU1056'ABOVE GROUND.  IT IS 50 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 SU1056'OF THE ROAD AND 1.2 FEET NORTH OF A 2-FOOT CAIRN.
 SU1056'
 SU1056'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CAPITAL USGS 1958 NO
 SU1056'3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 SU1056'PROJECTS 7 INCHES ABOVE GROUND.  IT IS 36 FEET NORTH-NORTHWEST OF
 SU1056'THE NORTHEAST FOOTING AND ABOUT 6 FEET LOWER THAN THE STATION.
 SU1056'
 SU1056'HEIGHT OF LIGHT ABOVE STATION MARK 47.1 FEET.
 SU1056'
 SU1056'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SU1056'4 MILES NORTH-NORTHEAST OF OSBURN.
 SU1056
 SU1056                          STATION RECOVERY (1982)
 SU1056
 SU1056'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1982 (RO)
 SU1056'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1055 ***********************************************************************
 SU1055  DESIGNATION -  CAPITAL RM 1
 SU1055  PID         -  SU1055
 SU1055  STATE/COUNTY-  ID/SHOSHONE
 SU1055  USGS QUAD   -  OSBURN (1996)
 SU1055
 SU1055                         *CURRENT SURVEY CONTROL
 SU1055  ___________________________________________________________________
 SU1055* NAD 83(1992)-  47 33 33.38449(N)    115 58 17.43169(W)     ADJUSTED  
 SU1055* NAVD 88     -      1622.4    (meters)    5323.     (feet)  VERTCON   
 SU1055  ___________________________________________________________________
 SU1055  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 SU1055  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 SU1055
 SU1055  HORZ ORDER  -  SECOND
 SU1055
 SU1055.The horizontal coordinates were established by classical geodetic methods
 SU1055.and adjusted by the National Geodetic Survey in July 1992..
 SU1055
 SU1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1055
 SU1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1055
 SU1055.The geoid height was determined by GEOID03.
 SU1055
 SU1055;                    North         East     Units Scale Factor Converg.
 SU1055;SPC ID W     -   654,791.556   783,330.645   MT  0.99993675   -0 09 48.5
 SU1055;UTM  11      - 5,267,829.691   577,371.611   MT  0.99967356   +0 45 32.5
 SU1055
 SU1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1055!SPC ID W     -   0.99974834  x   0.99993675  =   0.99968511
 SU1055!UTM  11      -   0.99974834  x   0.99967356  =   0.99942198
 SU1055
 SU1055|---------------------------------------------------------------------|
 SU1055| PID    Reference Object                     Distance      Geod. Az  |
 SU1055|                                                           dddmmss.s |
 SU1055| SU1056 CAPITAL                              15.705 METERS 07234     |
 SU1055| SU1051 SUNSET                              APPROX.10.3 KM 0871601.4 |
 SU1055| CH6617 CAPITAL RM 2                         42.344 METERS 27047     |
 SU1055|---------------------------------------------------------------------|
 SU1055
 SU1055                          SUPERSEDED SURVEY CONTROL
 SU1055
 SU1055  NAD 83(1986)-  47 33 33.38770(N)    115 58 17.42287(W) AD(       ) 2
 SU1055  NAD 27      -  47 33 33.65530(N)    115 58 13.82668(W) AD(       ) 2
 SU1055  NGVD 29 (07/19/86) 1621.2    (m)         5319.     (f) VERT ANG       
 SU1055
 SU1055.Superseded values are not recommended for survey control.
 SU1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1055.See file dsdata.txt to determine how the superseded data were derived.
 SU1055
 SU1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN7737267830(NAD 83)
 SU1055_MARKER: DR = REFERENCE MARK DISK
 SU1055_SETTING: 80 = SET IN A BOULDER
 SU1055_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SU1055
 SU1055  HISTORY     - Date     Condition        Report By
 SU1055  HISTORY     - 1958     MONUMENTED       CGS
 SU1055
 SU1055                          STATION DESCRIPTION
 SU1055
 SU1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU1055'THE STATION IS ABOUT 6-1/4 MILES NORTH-NORTHWEST OF WALLACE
 SU1055'AND 3-3/4 MILES NORTH-NORTHEAST OF OSBURN, AT THE HEAD OF
 SU1055'TWO MILE CREEK.  AT THE U.S. FOREST SERVICE LOOKOUT TOWER ON
 SU1055'CAPITAL HILL.
 SU1055'
 SU1055'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND TWO MILE
 SU1055'CREEK ROAD (3RD STREET) IS OSBURN, GO NORTH ON TWO MILE CREEK
 SU1055'ROAD FOR 5.1 MILES TO A 4-WAY ROAD JUNCTION.  TAKE EXTREME
 SU1055'LEFT FORK, NORTH, AS PER SIGN CAPITAL HILL 3, FOR 0.8 MILE
 SU1055'TO Y-FORK.  TAKE LEFT FORK FOR 1.4 MILES TO ANOTHER 4-WAY
 SU1055'ROAD JUNCTION.  TAKE LEFT FORK, STRAIGHT AHEAD, FOR 0.9 MILE
 SU1055'TO THE LOOKOUT TOWER AND STATION SITE.
 SU1055'
 SU1055'THE STATION MARK IS A STANDARD REFERENCE MARK DISK CEMENTED
 SU1055'IN A BOULDER PROJECTING ABOUT 7 INCHES.  STAMPED CAPITAL USGS
 SU1055'NO 1 1958.
 SU1055'
 SU1055'REFERENCE MARK 2, STAMPED CAPITAL USGS NO 2 1958, IS A STANDARD
 SU1055'DISK SET IN CONCRETE IN A DEPRESSION IN OUTCROP PROJECTING ABOUT
 SU1055'1 FOOT.  IT IS NEAR THE SOUTHEAST EDGE OF THE ROCKY POINT TO THE
 SU1055'WEST OF THE STATION.
 SU1055'
 SU1055'THE USGS MARK IS A STANDARD TABLET STAMPED VABM 5315 (FT)
 SU1055'CAPITAL 1936, AND SET IN A 10-INCH ROUND CONCRETE POST
 SU1055'PROJECTING ABOUT 2 INCHES.  IT IS CENTERED UNDER THE LOOKOUT
 SU1055'TOWER.
 SU1055'
 SU1055'THE LOOKOUT TOWER IS A 4-LEGGED WOODEN STRUCTURE 51.6 FEET
 SU1055'HIGH TO PEAK OF ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1125 ***********************************************************************
 OH1125  DESIGNATION -  CAPITAL RM 1 RESET
 OH1125  PID         -  OH1125
 OH1125  STATE/COUNTY-  ID/ADA
 OH1125  USGS QUAD   -  BOISE SOUTH (1976)
 OH1125
 OH1125                         *CURRENT SURVEY CONTROL
 OH1125  ___________________________________________________________________
 OH1125* NAD 83(1992)-  43 36 58.     (N)    116 11 58.     (W)     SCALED    
 OH1125* NAVD 88     -       826.019  (meters)    2710.03   (feet)  ADJUSTED  
 OH1125  ___________________________________________________________________
 OH1125  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 OH1125  DYNAMIC HT  -         825.694 (meters)    2708.96  (feet)  COMP
 OH1125  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 OH1125
 OH1125  VERT ORDER  -  FIRST     CLASS II
 OH1125
 OH1125.The horizontal coordinates were scaled from a topographic map and have
 OH1125.an estimated accuracy of +/- 6 seconds.
 OH1125
 OH1125.The orthometric height was determined by differential leveling
 OH1125.and adjusted by the National Geodetic Survey in January 1993..
 OH1125
 OH1125.The geoid height was determined by GEOID03.
 OH1125
 OH1125.The dynamic height is computed by dividing the NAVD 88
 OH1125.geopotential number by the normal gravity value computed on the
 OH1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1125.degrees latitude (g = 980.6199 gals.).
 OH1125
 OH1125.The modeled gravity was interpolated from observed gravity values.
 OH1125
 OH1125;                    North         East    Units  Estimated Accuracy
 OH1125;SPC ID W     -   216,640.      763,720.      MT  (+/- 180 meters Scaled)
 OH1125
 OH1125                          SUPERSEDED SURVEY CONTROL
 OH1125
 OH1125  NAVD 88 (06/15/91)  826.019  (m)         2710.03   (f) UNKNOWN     1 2
 OH1125  NGVD 29 (07/19/86)  825.2    (m)         2707.     (f) VERT ANG       
 OH1125
 OH1125.Superseded values are not recommended for survey control.
 OH1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1125.See file dsdata.txt to determine how the superseded data were derived.
 OH1125
 OH1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ645295(NAD 83)
 OH1125_MARKER: DR = REFERENCE MARK DISK
 OH1125_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OH1125_SP_SET: SIDEWALK
 OH1125_STAMPING: CAPITAL NO 1 1959 1970
 OH1125_MARK LOGO: CGS   
 OH1125_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1125+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 OH1125
 OH1125  HISTORY     - Date     Condition        Report By
 OH1125  HISTORY     - 1959     MONUMENTED       CGS
 OH1125  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OH1125  HISTORY     - 1976     GOOD             LOCENG
 OH1125  HISTORY     - 1979     GOOD             NGS
 OH1125  HISTORY     - 1983     GOOD             NGS
 OH1125  HISTORY     - 19920729 GOOD             NGS
 OH1125  HISTORY     - 20020827 GOOD             USPSQD
 OH1125
 OH1125                          STATION DESCRIPTION
 OH1125
 OH1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH1125'THE STATION IS ON NORTH SIXTH STREET 71.6 FEET NORTHEAST OF
 OH1125'THE NORTHEAST CURB OF BANNOCK STREET, 14.4 FEET NORTHWEST OF
 OH1125'THE NORTHWEST CURB OF NORTH SIXTH STREET AND 1.5 FEET WEST
 OH1125'OF THE EAST EDGE OF THE SIDE WALK ALONG THE SOUTHEAST SIDE
 OH1125'OF THE PARK AREA SOUTH OF THE IDAHO STATE CAPITOL BUILDING.
 OH1125'
 OH1125'THE STATION MARK IS SET IN A DRILL HOLE IN ABOUT THE CENTER
 OH1125'OF THE SIDE WALK, FLUSH WITH THE SURFACE AND STAMPED CAPITOL
 OH1125'NO 1 1959.
 OH1125'
 OH1125'NO REFERENCE MARKS WERE SET.
 OH1125
 OH1125                          STATION RECOVERY (1970)
 OH1125
 OH1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OH1125'THE STATION MARK HAD BEEN REMOVED TO PERMIT THE CONSTRUCTION
 OH1125'OF A NEW SIDEWALK.  THE POSITION WAS MAINTAINED, AND ANOTHER
 OH1125'DISK WAS ESTABLISHED AT THE SAME POSITION.  A NEW AND COMPLETE
 OH1125'DESCRIPTION FOLLOWS.
 OH1125'
 OH1125'THE STATION IS NEAR THE CAPITOL BUILDING.
 OH1125'
 OH1125'THE STATION MARK, STAMPED CAPITOL NO 1 1959 1970, IS A STANDARD
 OH1125'DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK, 98 FEET NORTH
 OH1125'OF THE CENTER OF BANNOCK STREET, 35 FEET WEST OF THE CENTER
 OH1125'OF NORTH 6TH STREET, 5 FEET WEST OF THE CURB, AND 3.8 FEET
 OH1125'EAST OF THE EDGE OF THE SIDEWALK.
 OH1125'
 OH1125'REF. POINT 1, IS A BRASS TACK DRIVEN INTO A LEAD PLUG THAT
 OH1125'WAS SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK, 72 FEET
 OH1125'NORTH OF THE CURB OF BANNOCK STREET, 15 FEET WEST OF THE
 OH1125'FACE OF THE STATESMAN BUILDING, AND 2.5 FEET EAST OF THE
 OH1125'CURB OF 6TH STREET.
 OH1125'
 OH1125'REF. POINT 2, IS A BRASS TACK DRIVEN INTO A LEAD PLUG THAT
 OH1125'WAS SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK, 7.5 FEET
 OH1125'WEST OF THE CURB OF 6TH STREET, AND 3.5 FEET SOUTH OF THE
 OH1125'CURB OF BANNOCK STREET.
 OH1125'
 OH1125'REF. POINT 3, IS A SPIKE DRIVEN INTO THE ASPHALT SIDEWALK
 OH1125'IN THE PARK, 96 FEET NORTH OF THE CENTER OF BANNOCK STREET,
 OH1125'AND 90 FEET WEST OF THE CENTER OF 6TH STREET.
 OH1125'
 OH1125'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOISE.
 OH1125
 OH1125                          STATION RECOVERY (1976)
 OH1125
 OH1125'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH1125'CAPITOL NO 1 1959 1970 RECOVERED EXCELLENT.
 OH1125'
 OH1125'REF. POINT NO. 1 RECOVERED GOOD.
 OH1125'
 OH1125'REF. POINT NO. 2 RECOVERED GOOD.
 OH1125'
 OH1125'REF. POINT NO. 3 COULD NOT BE FOUND.  WAS COVERED OVER OR REMOVED
 OH1125'WHEN SIDEWALK WAS REPAVED WITH ASPHALT IN 1974.
 OH1125'
 OH1125'EXCEPT FOR REF. POINT NO. 3, STATION WAS RECOVERED IN GOOD CONDITION
 OH1125'AS DESCRIBED.
 OH1125'
 OH1125'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH OF STATE CAPITOL
 OH1125'BUILDING IN BOISE.
 OH1125
 OH1125                          STATION RECOVERY (1979)
 OH1125
 OH1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1125'THE STATION MARK REFERENCE POINTS 1 AND 2 WERE RECOVERED IN GOOD
 OH1125'CONDITION. REFERENCE POINT THREE WAS SEARCHED FOR BUT NOT FOUND.
 OH1125'THE DIRECTION TO REFERENCE MARK 1 AGREED WITH THE 1970 DATA.
 OH1125'THE DIRECTION TO REFERENCE MARK 2 AGREED WITH THE 1970 DATA.
 OH1125'THE DISTANCES WERE NOT MEASURED AT THIS TIME DUE TO HEAVY
 OH1125'TRAFFIC ON SIXTH STREET AND BANNER STREET.
 OH1125'
 OH1125'THE STATION IS LOCATED JUST SOUTHEAST OF THE CAPITOL
 OH1125'BUILDING, IN THE SIDEWALK ALONG THE WEST SIDE OF NORTH SIXTH
 OH1125'STREET.
 OH1125'
 OH1125'TO REACH THE STATION FROM THE INTERSECTION OF NORTH SIXTH STREET
 OH1125'AND BANNER STREET WALK NORTH ALONG THE WEST SIDE OF NORTH SIXTH
 OH1125'STREET FOR ABOUT 22 METERS TO THE STATION IN THE SIDEWALK.
 OH1125'
 OH1125'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 OH1125'STAMPED---CAPITOL NO 1 1959 1970---,
 OH1125'SET INTO A DRILL HOLE IN A SIDEWALK.
 OH1125'IT IS LOCATED
 OH1125'1.5 METERS EAST FROM THE WEST EDGE OF THE SIDEWALK.
 OH1125'1.75 METERS WEST FROM THE WEST CURB OF NORTH SIXTH STREET.
 OH1125'21.9 METERS NORTH FROM THE NORTH CURB OF WEST BANNER STREET.
 OH1125'
 OH1125'REFERENCE MARK NUMBER 01 IS A BRASS TACK DRIVEN INTO A LEAD PLUG
 OH1125'WHICH IS SET INTO A DRILL HOLE IN A SIDEWALK ALONG THE EAST SIDE
 OH1125'OF NORTH SIXTH STREET.
 OH1125'IT IS LOCATED
 OH1125'0.74 METERS EAST FROM THE EAST CURB OF NORTH SIXTH STREET.
 OH1125'4.5 METERS WEST FROM THE WEST FACE OF CAPITOL PARK PLAZA
 OH1125'BUILDING.
 OH1125'22.85 METERS NORTH FROM THE NORTH CURB OF WEST BANNER STREET.
 OH1125'MARK IS LEVEL WITH STATION.
 OH1125'
 OH1125'REFERENCE MARK NUMBER 02 IS A BRASS TACK DRIVEN INTO A LEAD PLUG
 OH1125'SET INTO A DRILL HOLE IN THE CONCRETE SIDE WALK OF WEST BANNER
 OH1125'AND NORTH SIXTH STREET.
 OH1125'IT IS LOCATED
 OH1125'0.96 METERS SOUTH FROM THE SOUTH CURB OF WEST BANNER STREET.
 OH1125'1.7 METERS EAST-NORTHEAST FROM A FLAG POLE.
 OH1125'3.7 METERS NORTHEAST FROM THE NORTH EAST CORNER OF A WHITE
 OH1125'BUILDING NUMBER 605 WEST BANNER.
 OH1125'MARK IS LEVEL WITH STATION.
 OH1125'
 OH1125'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO MEASUREMENTS
 OH1125'WERE MADE AT THIS TIME DUE TO HEAVY TRAFFIC ON NORTH SIXTH STREET
 OH1125'AND WEST BANNER STREET.
 OH1125'
 OH1125'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OH1125
 OH1125                          STATION RECOVERY (1983)
 OH1125
 OH1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH1125'IN BOISE.
 OH1125'THE MARK IS ABOVE LEVEL WITH THE INTERSECTION.
 OH1125'IN BOISE, IN THE SIDEWALK AT THE NORTH CORNER OF BANNOCK AND SIXTH
 OH1125'STREETS, 24.7 METERS (81 FT) NORTHEAST OF THE NORTHEAST CURB OF
 OH1125'BANNOCK STREET AND 1.8 METERS (6 FT) NORTHWEST OF THE NORTHWEST CURB
 OH1125'OF SIXTH STREET.
 OH1125
 OH1125                          STATION RECOVERY (1992)
 OH1125
 OH1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH1125'IN BOISE, AT THE INTERSECTION OF BANNOCK AND 6TH STREETS, IN A
 OH1125'SIDEWALK ALONG THE NORTHWEST SIDE OF 6TH STREET, 24.7 M (81.0 FT)
 OH1125'NORTHEAST OF THE NORTHEAST CURB OF BANNOCK STREET, 1.8 M (5.9 FT)
 OH1125'NORTHWEST OF THE NORTHWEST CURB OF 6TH STREET, AND LEVEL WITH THE
 OH1125'STREETS.
 OH1125
 OH1125                          STATION RECOVERY (2002)
 OH1125
 OH1125'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1126 ***********************************************************************
 OH1126  DESIGNATION -  CAPITOL
 OH1126  PID         -  OH1126
 OH1126  STATE/COUNTY-  ID/ADA
 OH1126  USGS QUAD   -  BOISE SOUTH (1976)
 OH1126
 OH1126                         *CURRENT SURVEY CONTROL
 OH1126  ___________________________________________________________________
 OH1126* NAD 83(1992)-  43 37 02.50661(N)    116 11 54.50971(W)     ADJUSTED  
 OH1126* NAVD 88     -       826.785  (meters)    2712.54   (feet)  ADJUSTED  
 OH1126  ___________________________________________________________________
 OH1126  LAPLACE CORR-           8.63  (seconds)                    DEFLEC99
 OH1126  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 OH1126  DYNAMIC HT  -         826.459 (meters)    2711.47  (feet)  COMP
 OH1126  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 OH1126
 OH1126  HORZ ORDER  -  SECOND
 OH1126  VERT ORDER  -  FIRST     CLASS II
 OH1126
 OH1126.The horizontal coordinates were established by classical geodetic methods
 OH1126.and adjusted by the National Geodetic Survey in July 1992..
 OH1126
 OH1126.The orthometric height was determined by differential leveling
 OH1126.and adjusted by the National Geodetic Survey in January 1993..
 OH1126
 OH1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1126
 OH1126.The geoid height was determined by GEOID03.
 OH1126
 OH1126.The dynamic height is computed by dividing the NAVD 88
 OH1126.geopotential number by the normal gravity value computed on the
 OH1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1126.degrees latitude (g = 980.6199 gals.).
 OH1126
 OH1126.The modeled gravity was interpolated from observed gravity values.
 OH1126
 OH1126;                    North         East     Units Scale Factor Converg.
 OH1126;SPC ID W     -   216,777.892   763,801.565   MT  0.99994944   -0 18 33.8
 OH1126;UTM  11      - 4,829,687.684   564,673.213   MT  0.99965145   +0 33 10.6
 OH1126
 OH1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1126!SPC ID W     -   0.99987299  x   0.99994944  =   0.99982244
 OH1126!UTM  11      -   0.99987299  x   0.99965145  =   0.99952449
 OH1126
 OH1126|---------------------------------------------------------------------|
 OH1126| PID    Reference Object                     Distance      Geod. Az  |
 OH1126|                                                           dddmmss.s |
 OH1126| OH1125 CAPITAL RM 1 RESET                  152.622 METERS 21450     |
 OH1126| OH1236 BOISE                               215.043 METERS 27155     |
 OH1126|---------------------------------------------------------------------|
 OH1126
 OH1126                          SUPERSEDED SURVEY CONTROL
 OH1126
 OH1126  NAD 83(1986)-  43 37 02.50706(N)    116 11 54.50713(W) AD(       ) 2
 OH1126  NAD 27      -  43 37 02.90597(N)    116 11 51.08296(W) AD(       ) 2
 OH1126  NAVD 88 (06/15/91)  826.777  (m)         2712.52   (f) UNKNOWN     1 2
 OH1126  NGVD 29 (07/19/86)  825.9    (m)         2710.     (f) VERT ANG       
 OH1126
 OH1126.Superseded values are not recommended for survey control.
 OH1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1126.See file dsdata.txt to determine how the superseded data were derived.
 OH1126
 OH1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6467329688(NAD 83)
 OH1126_MARKER: DS = TRIANGULATION STATION DISK
 OH1126_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OH1126_SP_SET: SIDEWALK
 OH1126_STAMPING: CAPITOL 1959
 OH1126_MARK LOGO: CGS   
 OH1126_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1126+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 OH1126
 OH1126  HISTORY     - Date     Condition        Report By
 OH1126  HISTORY     - 1959     MONUMENTED       CGS
 OH1126  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OH1126  HISTORY     - 1976     GOOD             LOCSUR
 OH1126  HISTORY     - 1976     GOOD             LOCENG
 OH1126  HISTORY     - 1979     GOOD             NGS
 OH1126  HISTORY     - 1983     GOOD             NGS
 OH1126  HISTORY     - 19920729 GOOD             NGS
 OH1126  HISTORY     - 20020827 GOOD             USPSQD
 OH1126
 OH1126                          STATION DESCRIPTION
 OH1126
 OH1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OH1126'THE STATION WAS ESTABLISHED BY THE SHORT BASE METHOD BY A
 OH1126'PRECISE MEASUREMENT BETWEEN CAPITOL AND CAPITOL REFERENCE
 OH1126'MARK, AND CONNECTED TO BOISE 1933.  IT IS ALONG NORTH SIXTH
 OH1126'STREET, 61.9 FEET SOUTHEAST OF THE SOUTHEAST CURB OF STATE
 OH1126'STREET, 15 FEET NORTHWEST FROM THE NORTHWEST CURB ON SIXTH.
 OH1126'THE MARK IS SET IN THE SIDEWALK, CEMENTED IN A DRILL HOLE,
 OH1126'ON THE SOUTHEAST SIDE OF THE STATE CAPITOL BUILDING, AND
 OH1126'STAMPED CAPITOL 1959.  THE REFERENCE MARK IS SEPERATELY
 OH1126'DESCRIBED.
 OH1126
 OH1126                          STATION RECOVERY (1970)
 OH1126
 OH1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OH1126'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OH1126'
 OH1126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOISE.
 OH1126
 OH1126                          STATION RECOVERY (1976)
 OH1126
 OH1126'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (PNS)
 OH1126'CAPITOL 1959 RECOVERED EXCELLENT - SCAR ACROSS FACE FROM SHARP
 OH1126'INSTRUMENT.
 OH1126'
 OH1126'IN CONCRETE WALK EAST OF CAPITOL BUILDING.
 OH1126
 OH1126                          STATION RECOVERY (1976)
 OH1126
 OH1126'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH1126'CAPITOL 1959 RECOVERED GOOD.  A GROOVE HAS BEEN CUT ACROSS THE FACE
 OH1126'OF THE BRONZE MARKER.  APPARENTLY MADE WHEN A POWER LAWN MOWER WAS
 OH1126'MOVED ACROSS THE SIDEWALK.  HOWEVER, MARKER IS STILL SOLIDLY
 OH1126'IMBEDDED IN THE SIDEWALK.
 OH1126'
 OH1126'(REFERENCE MARK DESCRIBED SEPARATELY).
 OH1126'
 OH1126'SECOND SENTENCE IN ORIGINAL DESCRIPTION SHOULD BE CHANGED TO
 OH1126'READ--IT IS ALONG NORTH SIXTH STREET, 61.9 FEET SOUTHWEST OF THE
 OH1126'SOUTHWEST CURB OF STATE STREET AND 15 FEET NORTHWEST OF THE
 OH1126'NORTHWEST CURB OF SIXTH STREET.
 OH1126'
 OH1126'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST OF STATE
 OH1126'CAPITOL BUILDING IN BOISE.
 OH1126
 OH1126                          STATION RECOVERY (1979)
 OH1126
 OH1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1126'THE STATION MARK AND REFERENCE MARK ONE WERE RECOVERED IN GOOD
 OH1126'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 AGREED WITH THE 1959
 OH1126'DATA.  THE DIRECTION TO REFERENCE MARK 1 AGREED WITH THE 1959
 OH1126'DATA.
 OH1126'
 OH1126'THE STATION IS LOCATED IN BOISE JUST SOUTHEAST OF THE
 OH1126'CAPITOL.
 OH1126'BUILDING, IN THE SIDEWALK ALONG THE NORTHWEST SIDE OF NORTH
 OH1126'SIXTH STREET.
 OH1126'
 OH1126'TO REACH THE STATION FROM THE INTERSECTION OF WEST STATE STREET
 OH1126'AND NORTH SIXTH STREET, WALK SOUTHWEST ON NORTH SIXTH STREET FOR
 OH1126'ABOUT 19 METERS TO THE MARK CEMENTED IN A DRILL HOLE IN THE
 OH1126'SIDEWALK.  THE STATION IS ON THE WEST SIDE OF NORTH SIXTH
 OH1126'
 OH1126'THE STATION IS A STANDARD CGS DISK
 OH1126'STAMPED---CAPITOL 1959---,
 OH1126'SET INTO A DRILL HOLE IN A SIDEWALK.
 OH1126'IT IS LOCATED
 OH1126'2 METERS NORTHWEST FROM THE NORTHWEST CURB OF NORTH SIXTH STREETT
 OH1126'0.80 METERS SOUTHEAST FROM THE NORTHWEST EDGE OF THE SIDEWALK
 OH1126'18.9 METERS SOUTHWEST FROM THE SOUTHWEST CURB OF STATE STREET
 OH1126'
 OH1126'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH1126'STAMPED---CAPITOL NO 1 1959 1970---,
 OH1126'SET INTO A DRILL HOLE IN A CONCRETE SIDEWALK
 OH1126'IT IS LOCATED
 OH1126'1.15 METERS EAST-SOUTHEAST FROM THE WEST EDGE OF THE SIDEWALK
 OH1126'1.75 METERS WEST FROM THE WEST CURB OF NORTH SIXTH STREET.
 OH1126'21.9 METERS NORTH FROM THE NORTH CURB OF WEST BANNER STREET.
 OH1126'MARK IS LEVEL WITH STATION.
 OH1126'
 OH1126'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSETHERE IS ONLY ONE.
 OH1126'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OH1126
 OH1126                          STATION RECOVERY (1983)
 OH1126
 OH1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH1126'IN BOISE.
 OH1126'THE MARK IS ABOVE LEVEL WITH THE INTERSECTION.
 OH1126'IN BOISE, AT THE WEST CORNER OF THE INTERSECTION OF SIXTH AND STATE
 OH1126'STREETS, IN THE EAST CORNER OF THE LAWN AROUND THE STATE CAPITOL
 OH1126'BUILDING, IN THE SIDEWALK OF SIXTH STREET, 18.9 METERS (62 FT)
 OH1126'SOUTHEAST OF THE SOUTHEAST CURB OF STATE STREET AND 4.6 METERS (15 FT)
 OH1126'NORTHWEST OF THE NORTHWEST CURB OF SIXTH STREET.
 OH1126
 OH1126                          STATION RECOVERY (1992)
 OH1126
 OH1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH1126'IN BOISE, AT THE INTERSECTION OF 6TH AN STATE STREETS, IN A SIDEWALK
 OH1126'NEAR THE NORTHEAST CORNER OF THE STATE CAPITAL BUILDING, 18.9 M
 OH1126'(62.0 FT) SOUTHEAST OF THE SOUTHEAST CURB OF STATE STREET, 4.6 M
 OH1126'(15.1 FT) NORTHWEST OF THE NORTHWEST CURB OF SIXTH STREET, AND 0.3 M
 OH1126'(1.0 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--THE SECTION OF THE
 OH1126'SIDEWALK THE DISK IS IN APPEARS TO BE LESS THAN 1 YEAR OLD. THE DISK
 OH1126'MAY HAVE BEEN RESET.
 OH1126
 OH1126                          STATION RECOVERY (2002)
 OH1126
 OH1126'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1318 ***********************************************************************
 RA1318  DESIGNATION -  CAPTAIN
 RA1318  PID         -  RA1318
 RA1318  STATE/COUNTY-  ID/IDAHO
 RA1318  USGS QUAD   -  POLLOCK (1979)
 RA1318
 RA1318                         *CURRENT SURVEY CONTROL
 RA1318  ___________________________________________________________________
 RA1318* NAD 83(1992)-  45 21 38.02888(N)    116 17 45.80236(W)     ADJUSTED  
 RA1318* NAVD 88     -      2169.6    (meters)    7118.     (feet)  VERTCON   
 RA1318  ___________________________________________________________________
 RA1318  LAPLACE CORR-           9.99  (seconds)                    DEFLEC99
 RA1318  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 RA1318
 RA1318  HORZ ORDER  -  SECOND
 RA1318
 RA1318.The horizontal coordinates were established by classical geodetic methods
 RA1318.and adjusted by the National Geodetic Survey in July 1992..
 RA1318
 RA1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1318
 RA1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1318
 RA1318.The geoid height was determined by GEOID03.
 RA1318
 RA1318;                    North         East     Units Scale Factor Converg.
 RA1318;SPC ID W     -   410,519.888   757,218.947   MT  0.99995583   -0 23 18.8
 RA1318;UTM  11      - 5,023,246.706   555,132.446   MT  0.99963737   +0 30 03.2
 RA1318
 RA1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1318!SPC ID W     -   0.99966237  x   0.99995583  =   0.99961822
 RA1318!UTM  11      -   0.99966237  x   0.99963737  =   0.99929986
 RA1318
 RA1318|---------------------------------------------------------------------|
 RA1318| PID    Reference Object                     Distance      Geod. Az  |
 RA1318|                                                           dddmmss.s |
 RA1318| CH6619 CAPTAIN RM 1                          3.162 METERS 03048     |
 RA1318| CH6620 CAPTAIN RM 2                          3.900 METERS 22014     |
 RA1318| RA1315 BIRD                                APPROX. 5.5 KM 2410956.4 |
 RA1318|---------------------------------------------------------------------|
 RA1318
 RA1318                          SUPERSEDED SURVEY CONTROL
 RA1318
 RA1318  NAD 83(1991)-  45 21 38.02984(N)    116 17 45.80072(W) AD(       ) 2
 RA1318  NAD 83(1986)-  45 21 38.02989(N)    116 17 45.80071(W) AD(       ) 2
 RA1318  NAD 27      -  45 21 38.43107(N)    116 17 42.33034(W) AD(       ) 2
 RA1318  NGVD 29 (07/19/86) 2168.4    (m)         7114.     (f) VERT ANG       
 RA1318
 RA1318.Superseded values are not recommended for survey control.
 RA1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1318.See file dsdata.txt to determine how the superseded data were derived.
 RA1318
 RA1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5513223247(NAD 83)
 RA1318_MARKER: DS = TRIANGULATION STATION DISK
 RA1318_SETTING: 66 = SET IN ROCK OUTCROP
 RA1318
 RA1318  HISTORY     - Date     Condition        Report By
 RA1318  HISTORY     - 1946     MONUMENTED       CGS
 RA1318
 RA1318                          STATION DESCRIPTION
 RA1318
 RA1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1318'STATION IS LOCATED 4-1/2 MILES S AND 1.0 MILE E OF RIGGINS, 3 MILES E
 RA1318'OF U.S. HIGHWAY 95 AND THE LITTLE SALMON RIVER.  IT IS SITUATED ON
 RA1318'THE SUMMIT OF A PARTIALLY TIMBERED PEAK AT THE HEAD OF CAPTAIN JOHN
 RA1318'CREEK AND N OF THE N FORK OF SHEEP CREEK.  THIS POINT IS THE
 RA1318'HIGHEST IN THE IMMEDIATE VICINITY.
 RA1318'
 RA1318'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN LARGE
 RA1318'ROCK OUTCROP WHICH FORMS A PINNACLE AND IS SURROUNDED BY SMALL PINE
 RA1318'TREES.  DISK IS STAMPED CAPTAIN 1945.
 RA1318'
 RA1318'REFERENCE MARK 1 IS NE OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 RA1318'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE DISK IS STAMPED
 RA1318'CAPTAIN NO 1 1945 AND IT IS ABOUT 2 FEET ABOVE THE STATION.
 RA1318'
 RA1318'REFERENCE MARK 2 IS SW OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 RA1318'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE DISK IS STAMPED
 RA1318'CAPTAIN NO 2 1945 AND IT IS AT STATION ELEVATION.
 RA1318'
 RA1318'THE PICTURE POINT IS LONE PINE TREE E OF THE STATION AND ON THE E
 RA1318'SLOPE OF THE RIDGE.
 RA1318'
 RA1318'NO AZIMUTH MARK WAS SET OR DESIGNATED FOR THIS STATION.
 RA1318'
 RA1318'TO REACH THE STATION FROM THE POST OFFICE IN RIGGINS, GO S ON U.S.
 RA1318'HIGHWAY 95 FOR 4.65 MILES TO A CONCRETE BRIDGE SPANNING THE RAPID
 RA1318'RIVER.  CONTINUE 0.05 MILE AND BEAR LEFT ON A TRACK ROAD FOR 0.1
 RA1318'MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT PROCEED BY PACK
 RA1318'TRAIN ACROSS THE LITTLE SALMON RIVER TO A WELL DEFINED TRAIL
 RA1318'LEADING E UP A STEEP GRADE.  FOLLOW THIS TRAIL FOR ABOUT 1.0 MILE TO
 RA1318'A WIRE GATE ON THE TOP OF THE FIRST BENCH, PASS THROUGH THE GATE
 RA1318'AND CONTINUE STRAIGHT AHEAD FOR ABOUT 1/2 MILE TO AN OLD
 RA1318'RANCH SITE AND A SMALL GROVE OF APPLE AND PLUM TREES.  TURN LEFT
 RA1318'(E) AND FOLLOW THE TRAIL FOR 1 MILE TO A SMALL SADDLE AND A ROCKY
 RA1318'PINNACLE.  TURN LEFT AND GO UP STEEP GRADE FOR 1 MILE TO AN OLD
 RA1318'LOG CABIN.  CONTINUE N UP STEEP SLOPE FOR 1 MILE TO THE HIGHEST POINT
 RA1318'AND THE STATION AS DESCRIBED.  ABOUT 5 HOURS REQUIRED TO REACH
 RA1318'STATION.  WATER AT THE OLD CABIN MENTIONED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0618 ***********************************************************************
 QY0618  DESIGNATION -  CAR
 QY0618  PID         -  QY0618
 QY0618  STATE/COUNTY-  ID/LEMHI
 QY0618  USGS QUAD   -  SALMON (1989)
 QY0618
 QY0618                         *CURRENT SURVEY CONTROL
 QY0618  ___________________________________________________________________
 QY0618* NAD 83(1992)-  45 13 45.11226(N)    113 53 47.71282(W)     ADJUSTED  
 QY0618* NAVD 88     -      1180.30   (+/-2cm)    3872.4    (feet)  VERTCON   
 QY0618  ___________________________________________________________________
 QY0618  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 QY0618  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 QY0618
 QY0618  HORZ ORDER  -  FIRST
 QY0618  VERT ORDER  -  THIRD ? (See Below)
 QY0618
 QY0618.The horizontal coordinates were established by classical geodetic methods
 QY0618.and adjusted by the National Geodetic Survey in July 1992..
 QY0618
 QY0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0618.The vertical order pertains to the NGVD 29 superseded value.
 QY0618
 QY0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0618
 QY0618.The geoid height was determined by GEOID03.
 QY0618
 QY0618;                    North         East     Units Scale Factor Converg.
 QY0618;SPC ID C     -   395,786.897   508,120.795   MT  0.99994818   +0 04 24.3
 QY0618;UTM  12      - 5,012,494.068   272,617.307   MT  1.00023576   -2 03 26.1
 QY0618
 QY0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0618!SPC ID C     -   0.99981704  x   0.99994818  =   0.99976523
 QY0618!UTM  12      -   0.99981704  x   1.00023576  =   1.00005276
 QY0618
 QY0618|---------------------------------------------------------------------|
 QY0618| PID    Reference Object                     Distance      Geod. Az  |
 QY0618|                                                           dddmmss.s |
 QY0618| CN4092 CAR RM 2                              9.986 METERS 00103     |
 QY0618| CN4090 CAR AZ MK                                          2722317.8 |
 QY0618| CN4091 CAR RM 1                              8.108 METERS 27314     |
 QY0618|---------------------------------------------------------------------|
 QY0618
 QY0618                          SUPERSEDED SURVEY CONTROL
 QY0618
 QY0618  NAD 83(1986)-  45 13 45.11047(N)    113 53 47.70870(W) AD(       ) 1
 QY0618  NAD 27      -  45 13 45.39600(N)    113 53 44.46700(W) AD(       ) 1
 QY0618  NGVD 29 (07/19/86) 1179.14   (m)         3868.6    (f) LEVELING    3  
 QY0618
 QY0618.Superseded values are not recommended for survey control.
 QY0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0618.See file dsdata.txt to determine how the superseded data were derived.
 QY0618
 QY0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR7261712494(NAD 83)
 QY0618_MARKER: Z = SEE DESCRIPTION
 QY0618_SETTING: 0 = UNSPECIFIED SETTING
 QY0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0618+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2001
 QY0618
 QY0618  HISTORY     - Date     Condition        Report By
 QY0618  HISTORY     - 1945     MONUMENTED       CGS
 QY0618  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QY0618  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 QY0618  HISTORY     - 20010320 GOOD             IDTD
 QY0618
 QY0618                          STATION DESCRIPTION
 QY0618
 QY0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QY0618'THE STATION IS LOCATED ABOUT 4.0 MILES N OF SALMON, ON THE
 QY0618'W SIDE OF U.S. HIGHWAY 93, AND ABOUT 0.15 MILE SSW OF THE
 QY0618'STEEL BRIDGE ACROSS THE SALMON RIVER.  IT IS 49.6 FEET W OF
 QY0618'THE CENTER OF U.S. HIGHWAY 93, 117 FEET S OF THE CENTER OF THE
 QY0618'GRAVEL ROAD W, 79 FEET S OF A FENCE CORNER, AND 3 FEET E OF
 QY0618'A FENCE LINE.
 QY0618'
 QY0618'STATION MARK IS A BRONZE STATION DISK IN CONCRETE FLUSH WITH
 QY0618'THE SURFACE OF THE GROUND AND IS STAMPED CAR 1945.  UNDERGROUND
 QY0618'MARK IS A BRONZE STATION DISK IN CONCRETE.
 QY0618'
 QY0618'REFERENCE MARK 1 IS IN A PASTURE W OF THE STATION, 76 FEET
 QY0618'W OF THE CENTER OF U.S. HIGHWAY 93, 118 FEET S OF THE CENTER
 QY0618'OF THE GRAVEL ROAD W, AND 23.6 FEET W OF THE FENCE LINE.
 QY0618'IT IS A BRONZE REFERENCE DISK IN CONCRETE, STAMPED CAR NO
 QY0618'1 1945, AND PROJECTS 3 INCHES.
 QY0618'
 QY0618'REFERENCE MARK 2 IS N BY W OF THE STATION, 1 FOOT E OF THE
 QY0618'FENCE LINE, 53 FEET W OF THE CENTER OF U.S. HIGHWAY 93, 84
 QY0618'FEET S OF THE CENTER OF THE GRAVEL ROAD W, AND 46 FEET S OF
 QY0618'THE FENCE CORNER.  IT IS A BRONZE REFERENCE DISK IN CONCRETE,
 QY0618'STAMPED CAR NO 2 1945, AND PROJECTS 3 INCHES.
 QY0618'
 QY0618'THE AZIMUTH MARK IS ABOUT 0.4 MILE W OF THE STATION, 31.9
 QY0618'FEET S OF THE CENTER OF A GRAVEL ROAD, 3 FEET W OF A FENCE
 QY0618'LINE, AND 30.9 FEET E BY S OF THE S POST OF A CATTLE GUARD.
 QY0618'IT IS A BRONZE AZIMUTH DISK IN CONCRETE, STAMPED CAR 1945,
 QY0618'AND PROJECTS 3 INCHES.  TO REACH FROM THE STATION, GO W ON
 QY0618'THE GRAVEL ROAD JUST N OF THE STATION FOR 0.4 MILE TO THE
 QY0618'CATTLE GUARD AND THE MARK AS DESCRIBED.
 QY0618'
 QY0618'TO REACH THE STATION FROM THE POST OFFICE IN SALMON, GO N
 QY0618'ON U.S. HIGHWAY 93 FOR 3.9 MILES TO A GRAVEL ROAD W (LEFT)
 QY0618'AND THE MARK AS DESCRIBED.
 QY0618
 QY0618                          STATION RECOVERY (1963)
 QY0618
 QY0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QY0618'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 QY0618'AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION AS
 QY0618'DESCRIBED.  A METAL WITNESS POST WAS ESTABLISHED 1 FOOT EAST
 QY0618'OF THE STATION MARK AND A METAL WITNESS POST WAS ESTABLISHED
 QY0618'1 FOOT SOUTH OF THE AZIMUTH MARK.
 QY0618
 QY0618                          STATION RECOVERY (1997)
 QY0618
 QY0618'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0618'MARK NOT FOUND.
 QY0618
 QY0618                          STATION RECOVERY (2001)
 QY0618
 QY0618'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (RLR)
 QY0618'FROM THE RIVER BRIDGE IN SALMON, N ON US-93 5.83 KM TO MP 308.94, LT
 QY0618'(NW) ON COUNTY RD FOR 0.10 KM, LEFT ON APPROACH TO FAIRGROUNDS, 14 M
 QY0618'PAST GATE TO MARK ON LT.  15.2 M S OF A POWER POLE, 14.2 M S OF AN E-W
 QY0618'FENCE, 10.6 M W OF A DITCH CENTER, 8.35 M SE OF THE FAIR-RODEO SIGN S
 QY0618'POLE, IN A VERTICAL CULV. PIPE, 0.6 M DEEP, BETWEEN 2 WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0725 ***********************************************************************
 QZ0725  DESIGNATION -  CAREY
 QZ0725  PID         -  QZ0725
 QZ0725  STATE/COUNTY-  ID/IDAHO
 QZ0725  USGS QUAD   -  CAREY DOME (1995)
 QZ0725
 QZ0725                         *CURRENT SURVEY CONTROL
 QZ0725  ___________________________________________________________________
 QZ0725* NAD 83(1992)-  45 25 32.51751(N)    115 57 23.78801(W)     ADJUSTED  
 QZ0725* NAVD 88     -      1608.2    (meters)    5276.     (feet)  VERTCON   
 QZ0725  ___________________________________________________________________
 QZ0725  LAPLACE CORR-           9.31  (seconds)                    DEFLEC99
 QZ0725  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 QZ0725
 QZ0725  HORZ ORDER  -  THIRD
 QZ0725
 QZ0725.The horizontal coordinates were established by classical geodetic methods
 QZ0725.and adjusted by the National Geodetic Survey in July 1992..
 QZ0725
 QZ0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0725
 QZ0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0725
 QZ0725.The geoid height was determined by GEOID03.
 QZ0725
 QZ0725;                    North         East     Units Scale Factor Converg.
 QZ0725;SPC ID W     -   417,634.262   783,831.789   MT  0.99993655   -0 08 49.8
 QZ0725;UTM  11      - 5,030,771.417   581,623.984   MT  0.99968191   +0 44 35.9
 QZ0725
 QZ0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0725!SPC ID W     -   0.99975033  x   0.99993655  =   0.99968689
 QZ0725!UTM  11      -   0.99975033  x   0.99968191  =   0.99943232
 QZ0725
 QZ0725|---------------------------------------------------------------------|
 QZ0725| PID    Reference Object                     Distance      Geod. Az  |
 QZ0725|                                                           dddmmss.s |
 QZ0725| CH6622 CAREY RM 2                            7.919 METERS 07141     |
 QZ0725| RA1292 WARM SPRINGS                        APPROX.18.8 KM 2560908.2 |
 QZ0725| CH6621 CAREY RM 1                            8.058 METERS 35546     |
 QZ0725|---------------------------------------------------------------------|
 QZ0725
 QZ0725                          SUPERSEDED SURVEY CONTROL
 QZ0725
 QZ0725  NAD 83(1986)-  45 25 32.51835(N)    115 57 23.78618(W) AD(       ) 3
 QZ0725  NAD 27      -  45 25 32.88383(N)    115 57 20.33608(W) AD(       ) 3
 QZ0725  NGVD 29 (07/19/86) 1607.0    (m)         5272.     (f) VERT ANG       
 QZ0725
 QZ0725.Superseded values are not recommended for survey control.
 QZ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0725.See file dsdata.txt to determine how the superseded data were derived.
 QZ0725
 QZ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL8162430771(NAD 83)
 QZ0725_MARKER: Z = SEE DESCRIPTION
 QZ0725_SETTING: 0 = UNSPECIFIED SETTING
 QZ0725
 QZ0725  HISTORY     - Date     Condition        Report By
 QZ0725  HISTORY     - 1946     MONUMENTED       CGS
 QZ0725
 QZ0725                          STATION DESCRIPTION
 QZ0725
 QZ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0725'STATION IS LOCATED 3 MILES NW OF THE CAREY DOME LOOKOUT,
 QZ0725'3.5 MILES E OF THE FRENCH CREEK POST OFFICE, AND 1-1/2 MILES
 QZ0725'S OF THE SALMON RIVER.  IT IS SITUATED ON THE SLOPE OF A VERY
 QZ0725'SHORT RIDGE HAVING A PROMINENT ROCK OUTCROP ON THE N END AND
 QZ0725'A ROW OF THREE LONE, LARGE PINE TREES ON THE W SLOPE.  IT IS
 QZ0725'200 YARDS NNW AND 100 FEET BELOW A BOULDER 20 FEET IN HEIGHT AND
 QZ0725'40 FEET IN DIAMETER HAVING A LONE 18-INCH PINE TREE GROWING OUT
 QZ0725'OF THE TOP (STATION IS NOT VISIBLE FROM THIS POINT), AND 24-1/2
 QZ0725'FEET NE OF A 4-FOOT PINE TREE BEARING A TRIANGULAR BLAZE.
 QZ0725'
 QZ0725'STATION MARK IS A BRONZE STATION DISK SET IN AN IRREGULAR
 QZ0725'MASS OF CONCRETE.  THE DISK IS STAMPED CAREY 1945 AND IS FLUSH
 QZ0725'WITH THE SURFACE OF THE GROUND.
 QZ0725'
 QZ0725'REFERENCE MARK 1 IS NNW OF THE STATION AND 1-1/2 FEET BELOW
 QZ0725'IT.  IT IS SITUATED IN A LARGE BOULDER OVERLOOKING AN 8-FOOT
 QZ0725'DROP-OFF.  IT IS A BRONZE REFERENCE DISK STAMPED CAREY NO 1 1945
 QZ0725'AND IT PROJECTS 2 FEET.
 QZ0725'
 QZ0725'REFERENCE MARK 2 IS NE OF THE STATION.  IT IS A BRONZE REFERENCE
 QZ0725'DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS
 QZ0725'3 INCHES.  THE DISK IS STAMPED CAREY NO 2 1946.  THIS MARK WAS
 QZ0725'SET IN 1946.
 QZ0725'
 QZ0725'THE PICTURE POINT IS NW OF THE STATION AND ABOUT 10 FEET BELOW
 QZ0725'IT.  IT IS A PROMINENT BOULDER ABOUT 25 FEET IN HEIGHT AND
 QZ0725'14 FEET IN DIAMETER.
 QZ0725'
 QZ0725'TO REACH THE STATION FROM THE FRENCH CREEK POST OFFICE WHICH
 QZ0725'IS 18.7 MILES E OF RIGGINS ON THE S SIDE OF THE SALMON RIVER,
 QZ0725'CROSS A WOODEN BRIDGE, TURN LEFT AND FOLLOW ALONG THE S SIDE
 QZ0725'OF THE RIVER AS PER SIGN CAREY CREEK FOR 2.55 MILES TO A FARMHOUSE
 QZ0725'ON THE RIGHT AND A BRIDGE OVER FALL CREEK AND THE END OF TRUCK
 QZ0725'TRAVEL.  FROM THIS POINT FOLLOW WELL DEFINED TRAIL UP FALL
 QZ0725'CREEK FOR APPROXIMATELY 3 MILES TO A SADDLE HAVING SCATTERED
 QZ0725'TIMBER ON IT.  TURN LEFT (N) AND FOLLOW THE RIDGE N FOR
 QZ0725'APPROXIMATELY 1/2 MILE TO A POINT WHERE THE RIDGE BEGINS SLOPING
 QZ0725'TOWARD THE RIVER, TURN LEFT AND GO ABOUT 300 YARDS, THENCE
 QZ0725'RIGHT FOR 200 YARDS, THENCE RIGHT FOR 100 YARDS TO THE
 QZ0725'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0973 ***********************************************************************
 OY0973  DESIGNATION -  CAREY
 OY0973  PID         -  OY0973
 OY0973  STATE/COUNTY-  ID/BLAINE
 OY0973  USGS QUAD   -  CAREY (1979)
 OY0973
 OY0973                         *CURRENT SURVEY CONTROL
 OY0973  ___________________________________________________________________
 OY0973* NAD 83(1992)-  43 17 23.90452(N)    113 59 18.90861(W)     ADJUSTED  
 OY0973* NAVD 88     -      1704.9    (meters)    5593.     (feet)  VERTCON   
 OY0973  ___________________________________________________________________
 OY0973  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 OY0973  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 OY0973
 OY0973  HORZ ORDER  -  SECOND
 OY0973
 OY0973.The horizontal coordinates were established by classical geodetic methods
 OY0973.and adjusted by the National Geodetic Survey in July 1992..
 OY0973
 OY0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0973
 OY0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0973
 OY0973.The geoid height was determined by GEOID03.
 OY0973
 OY0973;                    North         East     Units Scale Factor Converg.
 OY0973;SPC ID C     -   180,311.693   500,926.294   MT  0.99994738   +0 00 28.2
 OY0973;UTM  12      - 4,797,354.510   257,547.218   MT  1.00032317   -2 03 00.9
 OY0973;UTM  11      - 4,797,421.066   744,304.880   MT  1.00033426   +2 03 57.3
 OY0973
 OY0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0973!SPC ID C     -   0.99973479  x   0.99994738  =   0.99968218
 OY0973!UTM  12      -   0.99973479  x   1.00032317  =   1.00005787
 OY0973!UTM  11      -   0.99973479  x   1.00033426  =   1.00006896
 OY0973
 OY0973|---------------------------------------------------------------------|
 OY0973| PID    Reference Object                     Distance      Geod. Az  |
 OY0973|                                                           dddmmss.s |
 OY0973| CN4096 CAREY RM 1                           14.858 METERS 10258     |
 OY0973| CN4097 CAREY RM 2                            6.772 METERS 28245     |
 OY0973| OZ0928 BELL 2                              APPROX.18.5 KM 3274430.6 |
 OY0973|---------------------------------------------------------------------|
 OY0973
 OY0973                          SUPERSEDED SURVEY CONTROL
 OY0973
 OY0973  NAD 83(1986)-  43 17 23.90251(N)    113 59 18.90253(W) AD(       ) 2
 OY0973  NAD 27      -  43 17 24.24493(N)    113 59 15.78882(W) AD(       ) 2
 OY0973  NGVD 29 (07/19/86) 1703.9    (m)         5590.     (f) VERT ANG       
 OY0973
 OY0973.Superseded values are not recommended for survey control.
 OY0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0973.See file dsdata.txt to determine how the superseded data were derived.
 OY0973
 OY0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN5754797355(NAD 83)
 OY0973_MARKER: DD = SURVEY DISK
 OY0973_SETTING: 66 = SET IN ROCK OUTCROP
 OY0973_SP_SET: PARTIALLY EXPOSED BEDROCK
 OY0973
 OY0973  HISTORY     - Date     Condition        Report By
 OY0973  HISTORY     - 1970     MONUMENTED       USGS
 OY0973
 OY0973                          STATION DESCRIPTION
 OY0973
 OY0973'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OY0973'RM 1 TO RM 2 NOT MEASURED.
 OY0973'
 OY0973'LOCATED ABOUT 8.0 MI (AIRLINE) NNE. OF TIKURA STATION.  6.5 MI
 OY0973'ESE. OF PICABO.  5.0 MI SW. OF CAREY.
 OY0973'
 OY0973'TO REACH FROM THE POST OFFICE IN CAREY GO S. ON U.S. 93
 OY0973'ALTERNATE (U.S. HIGHWAY 20, U.S. HIGHWAY 26) FOR 0.6 MI TO
 OY0973'JCT. OF STATE HIGHWAY 23.  CONTINUE S. ON U.S. HIGHWAY 93
 OY0973'ALTERNATE, 20 AND 26 FOR 3.0 MI TO SHARP BEND S. AND GRAVEL
 OY0973'RD. N.  TURN RIGHT ON GRAVEL RD. FOR 0.5 MI TO T-RD. W.  TURN
 OY0973'LEFT FOR 2.3 MI TO TRACK RD. N.  TURN RIGHT ON TRACK RD. FOR
 OY0973'0.4 MI TO SMALL GRAVEL PIT.  CONTINUE ALONG MAIN RIDGE FOR 1.0
 OY0973'MI TO STATION, ON HIGHEST POINT OF TOP.  FOURWHEEL DRIVE
 OY0973'REQUIRED.
 OY0973'
 OY0973'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED CAREY 1970
 OY0973'SET IN BEDROCK FLUSH WITH GROUND.
 OY0973'
 OY0973'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 OY0973'NO 1 1970 SET IN BEDROCK 1.7 FT BELOW STATION MARK.
 OY0973'
 OY0973'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 OY0973'NO 2 1970 SET IN BEDROCK 1.1 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0723 ***********************************************************************
 QZ0723  DESIGNATION -  CAREY DOME
 QZ0723  PID         -  QZ0723
 QZ0723  STATE/COUNTY-  ID/IDAHO
 QZ0723  USGS QUAD   -  CAREY DOME (1995)
 QZ0723
 QZ0723                         *CURRENT SURVEY CONTROL
 QZ0723  ___________________________________________________________________
 QZ0723* NAD 83(1992)-  45 24 05.99832(N)    115 54 15.76192(W)     ADJUSTED  
 QZ0723* NAVD 88     -      2344.3    (meters)    7691.     (feet)  VERTCON   
 QZ0723  ___________________________________________________________________
 QZ0723  LAPLACE CORR-           7.50  (seconds)                    DEFLEC99
 QZ0723  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 QZ0723
 QZ0723  HORZ ORDER  -  FIRST
 QZ0723
 QZ0723.The horizontal coordinates were established by classical geodetic methods
 QZ0723.and adjusted by the National Geodetic Survey in July 1992..
 QZ0723
 QZ0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0723
 QZ0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0723
 QZ0723.The geoid height was determined by GEOID03.
 QZ0723
 QZ0723;                    North         East     Units Scale Factor Converg.
 QZ0723;SPC ID W     -   414,954.232   787,913.911   MT  0.99993513   -0 06 35.7
 QZ0723;UTM  11      - 5,028,155.791   585,746.225   MT  0.99969040   +0 46 48.7
 QZ0723
 QZ0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0723!SPC ID W     -   0.99963495  x   0.99993513  =   0.99957010
 QZ0723!UTM  11      -   0.99963495  x   0.99969040  =   0.99932546
 QZ0723
 QZ0723|---------------------------------------------------------------------|
 QZ0723| PID    Reference Object                     Distance      Geod. Az  |
 QZ0723|                                                           dddmmss.s |
 QZ0723| CH6623 CAREY DOME RM 1                       5.400 METERS 03547     |
 QZ0723| QZ0722 CAREY DOME LOOKOUT TOWER              5.917 METERS 07522     |
 QZ0723| QZ0727 FREIGHT                             APPROX. 6.9 KM 2504219.0 |
 QZ0723| CH6624 CAREY DOME RM 2                       6.827 METERS 30616     |
 QZ0723|---------------------------------------------------------------------|
 QZ0723
 QZ0723                          SUPERSEDED SURVEY CONTROL
 QZ0723
 QZ0723  NAD 83(1986)-  45 24 05.99911(N)    115 54 15.75795(W) AD(       ) 1
 QZ0723  NAD 27      -  45 24 06.35653(N)    115 54 12.30543(W) AD(       ) 1
 QZ0723  NGVD 29 (07/19/86) 2343.0    (m)         7687.     (f) VERT ANG       
 QZ0723
 QZ0723.Superseded values are not recommended for survey control.
 QZ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0723.See file dsdata.txt to determine how the superseded data were derived.
 QZ0723
 QZ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL8574628156(NAD 83)
 QZ0723_MARKER: Z = SEE DESCRIPTION
 QZ0723_SETTING: 0 = UNSPECIFIED SETTING
 QZ0723
 QZ0723  HISTORY     - Date     Condition        Report By
 QZ0723  HISTORY     - 1945     MONUMENTED       CGS
 QZ0723  HISTORY     - 1977     POOR             LOCENG
 QZ0723
 QZ0723                          STATION DESCRIPTION
 QZ0723
 QZ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QZ0723'STATION IS LOCATED ON A PROMINENT TIMBERED MOUNTAIN.  MOUNTAIN
 QZ0723'IS CLEARED OF TIMBER ON THE HIGHEST POINT AND IS OCCUPIED
 QZ0723'BY THE CAREY DOME FOREST SERVICE LOOKOUT TOWER.  STATION IS
 QZ0723'LOCATED ABOUT 8.8 MILES N OF BURGDORF AND ABOUT 3.9 MILES S OF
 QZ0723'THE SALMON RIVER.
 QZ0723'
 QZ0723'TO REACH FROM THE POST OFFICE AT RIGGINS, GO S ON U.S. HIGHWAY
 QZ0723'95 FOR 1.2 MILES, TURN LEFT, CROSS THE BRIDGE OVER THE LITTLE
 QZ0723'SALMON RIVER AND FOLLOW THE ROAD UP THE SALMON RIVER FOR 6.75
 QZ0723'MILES, TURN LEFT, CROSS THE BRIDGE OVER THE SALMON RIVER AND
 QZ0723'CONTINUE ALONG THE N BANK OF THE RIVER FOR 8.0 MILES, CROSS THE
 QZ0723'BRIDGE OVER THE SALMON RIVER AND CONTINUE ALONG THE S BANK OF
 QZ0723'THE RIVER FOR 5.3 MILES TO THE MOUTH OF FRENCH CREEK, TURN
 QZ0723'RIGHT (S) AS PER THE SIGN BURGDORF 22 AND FOLLOW THE MAIN
 QZ0723'TRAVELED ROAD FOR 18.15 MILES TO A REVERSE Y-JUNCTION, TURN
 QZ0723'LEFT (E) AS PER THE SIGN CAREY DOME L.O. 6 AND CONTINUE ON
 QZ0723'THE MAIN TRAVELED ROAD FOR 2.75 MILES TO A ROAD JUNCTION
 QZ0723'ABOUT 100 YARDS BEYOND A POWER-HOUSE AND A NUMBER OF
 QZ0723'10,000 GALLON OIL TANKS.  TURN LEFT (N) AND GO 1.35 MILES,
 QZ0723'CONTINUE STRAIGHT AHEAD AS PER THE SIGN CAREY DOME L.O. 2
 QZ0723'AND GO N FOR 2.1 MILES TO THE SUMMIT OF THE MOUNTAIN
 QZ0723'AND THE STATION.
 QZ0723'
 QZ0723'STATION MARK IS A BRONZE STATION DISK BRAZED TO THE TOP OF A
 QZ0723'3-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 4 INCHES.
 QZ0723'DISK IS STAMPED CAREY DOME 1945.
 QZ0723'
 QZ0723'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED INTO A
 QZ0723'DRILL HOLE IN A SQUARE BLOCK OF CONCRETE WHICH FORMS THE NE
 QZ0723'FOUNDATION OF THE STEEL LOOKOUT TOWER.  THE DISK IS LEVEL WITH
 QZ0723'THE STATION AND IS STAMPED CAREY DOME NO 1 1945.
 QZ0723'
 QZ0723'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP
 QZ0723'OF A 3-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 8 INCHES.
 QZ0723'THE DISK IS LEVEL WITH THE STATION AND IS STAMPED CAREY DOME
 QZ0723'NO 2 1945.
 QZ0723'
 QZ0723'TRIANGULATION STATION FREIGHT IS THE AZIMUTH MARK FOR THIS
 QZ0723'STATION.
 QZ0723
 QZ0723                          STATION RECOVERY (1977)
 QZ0723
 QZ0723'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JJP)
 QZ0723'CAREY DOME 1945 PIPE IS SOMEWHAT LOOSE IN GROUND - CAN BE MOVED
 QZ0723'BY HAND.
 QZ0723'
 QZ0723'CAREY DOME NO 1 1945 SOLID, BUT MOST SURFACE MORTAR IS GONE.
 QZ0723'
 QZ0723'CAREY DOME NO 2 1945 RECOVERED EXCELLENT.
 QZ0723'
 QZ0723'ALL MARKS EXCEPT AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 QZ0723'DESCRIBED.  AZIMUTH MARK (STATION FREIGHT) NOT SEARCHED FOR.  FOR TO
 QZ0723'REACH INSTRUCTIONS, SEE CAREY DOME LOOKOUT TOWER.
 QZ0723'
 QZ0723'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES (AIRLINE)
 QZ0723'NORTH OF BURGDORF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0722 ***********************************************************************
 QZ0722  DESIGNATION -  CAREY DOME LOOKOUT TOWER
 QZ0722  PID         -  QZ0722
 QZ0722  STATE/COUNTY-  ID/IDAHO
 QZ0722  USGS QUAD   -  CAREY DOME (1995)
 QZ0722
 QZ0722                         *CURRENT SURVEY CONTROL
 QZ0722  ___________________________________________________________________
 QZ0722* NAD 83(1992)-  45 24 06.04675(N)    115 54 15.49868(W)     ADJUSTED  
 QZ0722* NAVD 88     -                                                        
 QZ0722  ___________________________________________________________________
 QZ0722  LAPLACE CORR-           7.49  (seconds)                    DEFLEC99
 QZ0722  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 QZ0722
 QZ0722  HORZ ORDER  -  THIRD
 QZ0722
 QZ0722.The horizontal coordinates were established by classical geodetic methods
 QZ0722.and adjusted by the National Geodetic Survey in July 1992..
 QZ0722
 QZ0722
 QZ0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0722
 QZ0722.The geoid height was determined by GEOID03.
 QZ0722
 QZ0722;                    North         East     Units Scale Factor Converg.
 QZ0722;SPC ID W     -   414,955.716   787,919.638   MT  0.99993513   -0 06 35.5
 QZ0722;UTM  11      - 5,028,157.363   585,751.927   MT  0.99969041   +0 46 48.8
 QZ0722
 QZ0722                          SUPERSEDED SURVEY CONTROL
 QZ0722
 QZ0722  NAD 83(1986)-  45 24 06.04754(N)    115 54 15.49472(W) AD(       ) 4
 QZ0722  NAD 27      -  45 24 06.40496(N)    115 54 12.04220(W) AD(       ) 3
 QZ0722
 QZ0722.Superseded values are not recommended for survey control.
 QZ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0722.See file dsdata.txt to determine how the superseded data were derived.
 QZ0722
 QZ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL8575228157(NAD 83)
 QZ0722
 QZ0722  HISTORY     - Date     Condition        Report By
 QZ0722  HISTORY     - 1945     MONUMENTED       CGS
 QZ0722
 QZ0722                          STATION DESCRIPTION
 QZ0722
 QZ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QZ0722'STATION IS THE CENTER OF THE FOREST SERVICE LOOKOUT TOWER
 QZ0722'WHICH IS LOCATED ON THE SUMMIT OF CAREY DOME, ABOUT 8.8 MILES
 QZ0722'N OF BURGDORF, ABOUT 3.9 MILES S OF THE SALMON RIVER, AND 19.41
 QZ0722'FEET NW OF TRIANGULATION STATION CAREY DOME.  THE TOWER IS
 QZ0722'CONSTRUCTED OF STEEL AND IS ABOUT 90 FEET HIGH.
 QZ0722'
 QZ0722'THIS STATION WAS LOCATED BY DISTANCE AND DIRECTION FROM TRIANGULATION
 QZ0722'STATION CAREY DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0685 ***********************************************************************
 OX0685  DESIGNATION -  CARIBOU
 OX0685  PID         -  OX0685
 OX0685  STATE/COUNTY-  ID/BONNEVILLE
 OX0685  USGS QUAD   -  CARIBOU MTN (1966)
 OX0685
 OX0685                         *CURRENT SURVEY CONTROL
 OX0685  ___________________________________________________________________
 OX0685* NAD 83(1992)-  43 05 36.26405(N)    111 18 41.82092(W)     ADJUSTED  
 OX0685* NAVD 88     -      2993.3    (meters)    9821.     (feet)  VERTCON   
 OX0685  ___________________________________________________________________
 OX0685  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 OX0685  GEOID HEIGHT-         -10.79  (meters)                     GEOID03
 OX0685
 OX0685  HORZ ORDER  -  SECOND
 OX0685
 OX0685.The horizontal coordinates were established by classical geodetic methods
 OX0685.and adjusted by the National Geodetic Survey in July 1992..
 OX0685
 OX0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0685
 OX0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0685
 OX0685.The geoid height was determined by GEOID03.
 OX0685
 OX0685;                    North         East     Units Scale Factor Converg.
 OX0685;SPC ID E     -   158,829.783   269,612.391   MT  1.00000696   +0 35 03.1
 OX0685;UTM  12      - 4,771,234.651   474,639.118   MT  0.99960791   -0 12 46.4
 OX0685
 OX0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0685!SPC ID E     -   0.99953250  x   1.00000696  =   0.99953946
 OX0685!UTM  12      -   0.99953250  x   0.99960791  =   0.99914059
 OX0685
 OX0685:                Primary Azimuth Mark                     Grid Az
 OX0685:SPC ID E     -  HENRY                                    200 55 52.8
 OX0685:UTM  12      -  HENRY                                    201 43 42.3
 OX0685
 OX0685|---------------------------------------------------------------------|
 OX0685| PID    Reference Object                     Distance      Geod. Az  |
 OX0685|                                                           dddmmss.s |
 OX0685| NT0528 HENRY                               APPROX.20.6 KM 2013055.9 |
 OX0685|---------------------------------------------------------------------|
 OX0685
 OX0685                          SUPERSEDED SURVEY CONTROL
 OX0685
 OX0685  NAD 83(1986)-  43 05 36.25495(N)    111 18 41.80982(W) AD(       ) 2
 OX0685  NAD 27      -  43 05 36.55400(N)    111 18 39.01200(W) AD(       ) 2
 OX0685  NGVD 29 (07/19/86) 2991.9    (m)         9816.     (f) VERT ANG       
 OX0685
 OX0685.Superseded values are not recommended for survey control.
 OX0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0685.See file dsdata.txt to determine how the superseded data were derived.
 OX0685
 OX0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN7463971235(NAD 83)
 OX0685_MARKER: 72 = CAIRN
 OX0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0685
 OX0685  HISTORY     - Date     Condition        Report By
 OX0685  HISTORY     - 1915     FIRST OBSERVED   USGS
 OX0685  HISTORY     - 1915     GOOD             NGS
 OX0685  HISTORY     - 1966     GOOD             USGS
 OX0685
 OX0685                          STATION DESCRIPTION
 OX0685
 OX0685'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 OX0685'STATION IS ON THE HIGHEST POINT OF CARIBOU MOUNTAIN, A BARE
 OX0685'ROUND-TOPPED PEAK EASILY REACHED BY PACK ANIMALS FROM ALL
 OX0685'DIRECTIONS.  THE STATION IS ABOUT 35 MILES AIR LINE N 25 DEG E
 OX0685'OF SODA SPRINGS, AND 7 MILES BY TRAIL NE OF GRAY POST OFFICE.
 OX0685'
 OX0685'A U.S. CAIRN 5 FEET HIGH IS NEAR-BY.
 OX0685
 OX0685                          STATION RECOVERY (1915)
 OX0685
 OX0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1915
 OX0685'STATION MARK--BRONZE TABLET CEMENTED IN ROCK.
 OX0685
 OX0685                          STATION RECOVERY (1966)
 OX0685
 OX0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OX0685'STATION MARK--A STANDARD DISK STAMPED ---CARIBOU 1915 9805---, SET
 OX0685'IN THE TOP OF A 10 BY 10 INCH CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0686 ***********************************************************************
 OX0686  DESIGNATION -  CARIBOU
 OX0686  PID         -  OX0686
 OX0686  STATE/COUNTY-  ID/BONNEVILLE
 OX0686  USGS QUAD   -  CARIBOU MTN (1966)
 OX0686
 OX0686                         *CURRENT SURVEY CONTROL
 OX0686  ___________________________________________________________________
 OX0686* NAD 83(1994)-  43 05 36.18225(N)    111 18 41.83585(W)     ADJUSTED  
 OX0686* NAVD 88     -      2993.4    (meters)    9821.     (feet)  VERTCON   
 OX0686  ___________________________________________________________________
 OX0686  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 OX0686  GEOID HEIGHT-         -10.79  (meters)                     GEOID03
 OX0686
 OX0686  HORZ ORDER  -  FIRST
 OX0686
 OX0686.The horizontal coordinates were established by classical geodetic methods
 OX0686.and adjusted by the National Geodetic Survey in June 1998..
 OX0686
 OX0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0686
 OX0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0686
 OX0686.The geoid height was determined by GEOID03.
 OX0686
 OX0686;                    North         East     Units Scale Factor Converg.
 OX0686;SPC ID E     -   158,827.255   269,612.079   MT  1.00000696   +0 35 03.1
 OX0686;UTM  12      - 4,771,232.129   474,638.771   MT  0.99960791   -0 12 46.4
 OX0686
 OX0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0686!SPC ID E     -   0.99953248  x   1.00000696  =   0.99953944
 OX0686!UTM  12      -   0.99953248  x   0.99960791  =   0.99914058
 OX0686
 OX0686|---------------------------------------------------------------------|
 OX0686| PID    Reference Object                     Distance      Geod. Az  |
 OX0686|                                                           dddmmss.s |
 OX0686| OX0685 CARIBOU                               2.546 METERS 00737     |
 OX0686| CN4098 CARIBOU AZ MK                                      1465608.8 |
 OX0686| CN4100 CARIBOU RM 1                         25.557 METERS 15929     |
 OX0686| CN4099 CARIBOU RM                            9.430 METERS 19237     |
 OX0686| CN4101 CARIBOU RM 2                          4.230 METERS 25313     |
 OX0686|---------------------------------------------------------------------|
 OX0686
 OX0686                          SUPERSEDED SURVEY CONTROL
 OX0686
 OX0686  NAD 83(1992)-  43 05 36.18225(N)    111 18 41.83585(W) AD(       ) 1
 OX0686  NAD 83(1986)-  43 05 36.17317(N)    111 18 41.82475(W) AD(       ) 1
 OX0686  NAD 27      -  43 05 36.47190(N)    111 18 39.02870(W) AD(       ) 1
 OX0686  NGVD 29 (07/19/86) 2992.0    (m)         9816.     (f) VERT ANG       
 OX0686
 OX0686.Superseded values are not recommended for survey control.
 OX0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0686.See file dsdata.txt to determine how the superseded data were derived.
 OX0686
 OX0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN7463971232(NAD 83)
 OX0686_MARKER: DS = TRIANGULATION STATION DISK
 OX0686_SETTING: 80 = SET IN A BOULDER
 OX0686_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 OX0686
 OX0686  HISTORY     - Date     Condition        Report By
 OX0686  HISTORY     - 1915     MONUMENTED       CGS
 OX0686  HISTORY     - 1922     GOOD             CGS
 OX0686  HISTORY     - 1946     SEE DESCRIPTION  CGS
 OX0686  HISTORY     - 1963     GOOD             CGS
 OX0686
 OX0686                          STATION DESCRIPTION
 OX0686
 OX0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CVH)
 OX0686'STATION IS ON THE HIGHEST POINT OF CARIBOU MOUNTAIN, A BARE
 OX0686'ROUND-TOPPED PEAK EASILY REACHED BY PACK ANIMALS FROM ALL
 OX0686'DIRECTIONS.  THE STATION IS ABOUT 35 MILES AIR LINE N 25 DEG E
 OX0686'OF SODA SPRINGS, AND 7 MILES BY TRAIL NE OF GRAY POST OFFICE.
 OX0686'
 OX0686'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OX0686'CONCRETE IN A DEPRESSION IN A BOULDER.
 OX0686'
 OX0686'REFERENCE MARK NO. 1 IS ON THE S SLOPE OF THE PEAK, 0.75 METER
 OX0686'(2.5 FEET) BELOW THE STATION.
 OX0686'
 OX0686'A U.S. CAIRN 5 FEET HIGH IS NEAR-BY.
 OX0686
 OX0686                          STATION RECOVERY (1922)
 OX0686
 OX0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (WMS)
 OX0686'STATION FOUND AS DESCRIBED.
 OX0686
 OX0686                          STATION RECOVERY (1946)
 OX0686
 OX0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0686'THE STATION WAS FOUND AS DESCRIBED AND THE MARK AND REFERENCE
 OX0686'MARK ARE IN GOOD CONDITION.  THE STATION WAS STAMPED 9805, ONLY.
 OX0686'THE STATION WAS RESTAMPED CARIBOU 1915, 9805.  THE REFERENCE MARK
 OX0686'WAS UNSTAMPED AND IS NOW STAMPED CARIBOU NO. 1 1915.  A NEW
 OX0686'REFERENCE MARK WAS ESTABLISHED AND STAMPED CARIBOU NO. 2 1946.
 OX0686'AN AZIMUTH MARK WAS ESTABLISHED ON THE FIRST HILL TO THE
 OX0686'SOUTHEAST OF THE STATION.
 OX0686'
 OX0686'THE STATION IS LOCATED ABOUT 40 MILES NORTHWEST OF AFTON, WYOMING,
 OX0686'6 MILES NORTHEAST OF GRAYS STORE, AND ON THE HIGHEST PART OF
 OX0686'CARIBOU MOUNTAIN, WHICH IS THE HIGHEST MOUNTAIN IN THE VICINITY.
 OX0686'IT IS A STANDARD DISK STAMPED CARIBOU 1915 9805, SET IN THE
 OX0686'TOP OF A 10 BY 10 INCH CONCRETE POST FLUSH WITH THE GROUND.
 OX0686'
 OX0686'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CARIBOU NO. 1
 OX0686'1915, SET IN THE TOP OF AN 8 BY 8 INCH CONCRETE POST 6 INCHES
 OX0686'UNDER THE GROUND.  IT IS 2 FEET NORTH OF A SMALL ROCK PILE, AND
 OX0686'ABOUT 15 FEET LOWER THAN THE STATION.
 OX0686'
 OX0686'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CARIBOU NO. 2
 OX0686'1946, SET IN ROCK OUTCROP, PROJECTING ABOUT 1 FOOT.  IT IS ON
 OX0686'THE WEST SLOPE OF THE HILL, AND ABOUT 1 FOOT LOWER THAN THE
 OX0686'STATION.
 OX0686'
 OX0686'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CARIBOU 1946, SET
 OX0686'IN ROCK OUTCROP FLUSH WITH THE GROUND.  IT IS 30 FEET SOUTH
 OX0686'OF THE TOP OF THE HILL, AND 4 FEET EAST OF A SMALL STOCK TRAIL.
 OX0686'
 OX0686'THE AZIMUTH MARK IS LOCATED ON THE FIRST HILL SOUTHEAST OF THE
 OX0686'MOUNTAIN CARIBOU.
 OX0686'
 OX0686'TO REACH THE STATION FROM THE POST OFFICE IN AFTON GO NORTH ON
 OX0686'U.S. HIGHWAY 98 FOR 19.5 MILES TO A PAVED ROAD LEADING WEST
 OX0686'TO FREEDOM.  TURN LEFT (WEST) AND GO 1.5 MILES TO T ROAD IN
 OX0686'FREEDOM.  TURN RIGHT (NORTH) AND GO 0.95 MILE TO SIDE ROAD LEFT
 OX0686'(WEST) (SIGN GREYS LAKE ROAD).  TURN LEFT (WEST) AND GO 20.0
 OX0686'MILES TO GREYS STORE AND A REVERSE Y, CONTINUE STRAIGHT AHEAD
 OX0686'FOR 2.0 MILES TO A FORK, TAKE THE RIGHT FORK AND GO 5.6 MILES
 OX0686'TO A SIDE ROAD TO THE RIGHT (EAST) (SIGN EAGLE CREEK ROAD).
 OX0686'TURN RIGHT (EAST) AND GO 1.0 MILE TO A FORK (SIGN MORLIN
 OX0686'MEADOWS) TAKE THE LEFT FORK AND GO 3.65 MILES TO THE END OF THE
 OX0686'ROAD AND A GOLD MINE.  PACK NORTHWEST TO THE TOP OF THE
 OX0686'HILL AND THE STATION AS DESCRIBED ABOVE.
 OX0686
 OX0686                          STATION RECOVERY (1963)
 OX0686
 OX0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 OX0686'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  A
 OX0686'NEW TO REACH FOLLOWS.
 OX0686'
 OX0686'TO REACH FROM THE POST OFFICE IN WAYAN GO NORTH ON STATE HIGHWAY
 OX0686'34 FOR 1.8 MILES TO A FORK, AND SIGN GRAY 4 MILES TAKE THE
 OX0686'RIGHT FORK, NORTH FOR 2.2 MILES TO THE END OF SURFACE ROAD,
 OX0686'CONTINUE AHEAD NORTH-NORTHWEST, ON GRAVELED ROAD FOR 3.1 MILES
 OX0686'TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, FOR 0.4 MILE TO A FORK,
 OX0686'TAKE THE LEFT FORK, STRAIGHT AHEAD, EAST, FOR 0.7 MILE TO A
 OX0686'FORK AND CORRALS ON THE RIGHT, TAKE THE LEFT FORK, EAST, FOR
 OX0686'3.5 MILES TO END OF ROAD AND GOLD MINE AND A OLD HOUSE.  PACK
 OX0686'NORTH-NORTHEAST, UP CANYON TO TOP OF RIDGE, TURN LEFT
 OX0686'WEST-NORTHWEST, STAYING ON TOP OF RIDGE TO FIRST HILL
 OX0686'SOUTHEAST OF STATION AND AZIMUTH MARK, CONTINUE NORTHWEST TO
 OX0686'HIGHEST POINT AND STATION.  IT IS ABOUT A 2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0931 ***********************************************************************
 TO0931  DESIGNATION -  CARIBOU RIDGE LOOKOUT
 TO0931  PID         -  TO0931
 TO0931  STATE/COUNTY-  ID/BOUNDARY
 TO0931  USGS QUAD   -  MORAVIA (1996)
 TO0931
 TO0931                         *CURRENT SURVEY CONTROL
 TO0931  ___________________________________________________________________
 TO0931* NAD 83(1992)-  48 38 45.48834(N)    116 27 49.85881(W)     ADJUSTED  
 TO0931* NAVD 88     -                                                        
 TO0931  ___________________________________________________________________
 TO0931  LAPLACE CORR-         -13.48  (seconds)                    DEFLEC99
 TO0931  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 TO0931
 TO0931  HORZ ORDER  -  THIRD
 TO0931
 TO0931.The horizontal coordinates were established by classical geodetic methods
 TO0931.and adjusted by the National Geodetic Survey in July 1992..
 TO0931
 TO0931
 TO0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0931
 TO0931.The geoid height was determined by GEOID03.
 TO0931
 TO0931;                    North         East     Units Scale Factor Converg.
 TO0931;SPC ID W     -   775,837.878   747,400.815   MT  0.99996731   -0 32 09.1
 TO0931;UTM  11      - 5,388,239.751   539,492.502   MT  0.99961916   +0 24 08.9
 TO0931
 TO0931                          SUPERSEDED SURVEY CONTROL
 TO0931
 TO0931  NAD 83(1986)-  48 38 45.49632(N)    116 27 49.84895(W) AD(       ) 4
 TO0931  NAD 27      -  48 38 45.74231(N)    116 27 46.11380(W) AD(       ) 3
 TO0931
 TO0931.Superseded values are not recommended for survey control.
 TO0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0931.See file dsdata.txt to determine how the superseded data were derived.
 TO0931
 TO0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3949388240(NAD 83)
 TO0931
 TO0931  HISTORY     - Date     Condition        Report By
 TO0931  HISTORY     - UNK      MONUMENTED
 TO0931  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO0931
 TO0931                          STATION DESCRIPTION
 TO0931
 TO0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO0931'THIS STATION HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0840 ***********************************************************************
 QA0840  DESIGNATION -  CASCADE
 QA0840  PID         -  QA0840
 QA0840  STATE/COUNTY-  ID/VALLEY
 QA0840  USGS QUAD   -  EAGLE NEST (1988)
 QA0840
 QA0840                         *CURRENT SURVEY CONTROL
 QA0840  ___________________________________________________________________
 QA0840* NAD 83(1992)-  44 31 40.41193(N)    115 59 53.46935(W)     ADJUSTED  
 QA0840* NAVD 88     -      1465.3    (meters)    4807.     (feet)  VERTCON   
 QA0840  ___________________________________________________________________
 QA0840  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 QA0840  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 QA0840
 QA0840  HORZ ORDER  -  FIRST
 QA0840
 QA0840.The horizontal coordinates were established by classical geodetic methods
 QA0840.and adjusted by the National Geodetic Survey in July 1992..
 QA0840
 QA0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0840
 QA0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0840
 QA0840.The geoid height was determined by GEOID03.
 QA0840
 QA0840;                    North         East     Units Scale Factor Converg.
 QA0840;SPC ID W     -   317,875.618   780,272.608   MT  0.99993812   -0 10 26.6
 QA0840;UTM  11      - 4,930,995.440   579,604.059   MT  0.99967793   +0 42 09.2
 QA0840
 QA0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0840!SPC ID W     -   0.99977267  x   0.99993812  =   0.99971080
 QA0840!UTM  11      -   0.99977267  x   0.99967793  =   0.99945067
 QA0840
 QA0840:                Primary Azimuth Mark                     Grid Az
 QA0840:SPC ID W     -  CASCADE AZ MK                            093 04 26.6
 QA0840:UTM  11      -  CASCADE AZ MK                            092 11 50.8
 QA0840
 QA0840|---------------------------------------------------------------------|
 QA0840| PID    Reference Object                     Distance      Geod. Az  |
 QA0840|                                                           dddmmss.s |
 QA0840| CD4390 CASCADE AZ MK                                      0925400.0 |
 QA0840| CD4391 CASCADE RM 1                         11.423 METERS 09735     |
 QA0840| QB1278 ALPHA                               APPROX.16.9 KM 1844228.7 |
 QA0840| CD4392 CASCADE RM 3                         27.654 METERS 21804     |
 QA0840| QA0521 4811                                 27.420 METERS 21811     |
 QA0840|---------------------------------------------------------------------|
 QA0840
 QA0840                          SUPERSEDED SURVEY CONTROL
 QA0840
 QA0840  NAD 83(1986)-  44 31 40.41562(N)    115 59 53.46537(W) AD(       ) 1
 QA0840  NAD 27      -  44 31 40.79595(N)    115 59 49.99562(W) AD(       ) 1
 QA0840  NGVD 29 (07/19/86) 1464.2    (m)         4804.     (f) VERT ANG       
 QA0840
 QA0840.Superseded values are not recommended for survey control.
 QA0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0840.See file dsdata.txt to determine how the superseded data were derived.
 QA0840
 QA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK7960430995(NAD 83)
 QA0840_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0840
 QA0840  HISTORY     - Date     Condition        Report By
 QA0840  HISTORY     - 1959     MONUMENTED       CGS
 QA0840  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QA0840
 QA0840                          STATION DESCRIPTION
 QA0840
 QA0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0840'STATION IS LOCATED ON A LOW RISE ON THE ROAD TO STANLEY, ON
 QA0840'PROPERTY OWNED BY MR. GAIL AUSTIN.  IT IS IN THE SOUTHWEST
 QA0840'CORNER OF A HAY FIELD ON THE NORTH SIDE OF THE ROAD, ABOUT
 QA0840'2-1/2 MILES AIRLINE EAST-NORTHEAST OF CASCADE.
 QA0840'
 QA0840'TO REACH FROM THE POST OFFICE IN CASCADE.  GO NORTHERLY ON
 QA0840'STATE HIGHWAY 15 FOR 0.95 MILE TO A GRAVEL ROAD RIGHT.  TURN
 QA0840'RIGHT AS PER SIGN--CASCADE-KNOX FOREST HIGHWAY NO. 22 ROAD
 QA0840'TO STANLEY, ETC., EAST, 2.2 MILES TO TOP OF RISE AND A FIELD
 QA0840'ROAD ON THE LEFT, AND THE STATION SITE.
 QA0840'
 QA0840'STATION MARK, A STANDARD DISK STAMPED CASCADE 1959 SET IN
 QA0840'A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER AND FLUSH
 QA0840'WITH THE GROUND.  IT IS 46 FEET NORTH OF HIGHWAY CENTERLINE
 QA0840'22.3 FEET EAST-NORTHEAST OF TELEPHONE POLE AND 6 FEET
 QA0840'NORTH-NORTHEAST OF GATE POST, 1 FOOT IN DIAMETER.
 QA0840'
 QA0840'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CASCADE NO.
 QA0840'1 IS SET IN A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 QA0840'AND FLUSH WITH THE GROUND.  IT IS 46 FEET NORTH OF HIGHWAY
 QA0840'CENTERLINE, 1 FOOT NORTHWEST OF 3RD FENCE POST EAST OF MAIN
 QA0840'GATE POST AND 1 FOOT INSIDE FENCE LINE.
 QA0840'
 QA0840'REFERENCE MARK, A STANDARD USGS BENCH MARK STAMPED 4811 IS
 QA0840'CEMENTED IN A DRILL HOLE IN A GRANITE BOULDER 2 FEET BY
 QA0840'1-1/2 FEET AND PROJECTING ABOUT 3 INCHES ABOVE GROUND.  IT
 QA0840'IS 25.6 FEET SOUTH OF HIGHWAY CENTERLINE, 38.7 FEET WEST-NORTHWEST
 QA0840'OF CENTER GATE POST ON SOUTH SIDE OF HIGHWAY AND 3.5 FEET
 QA0840'NORTH OF FENCE LINE.
 QA0840'
 QA0840'AZIMUTH MARK, A STANDARD DISK STAMPED CASCADE 1959 IS SET
 QA0840'IN A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER AND FLUSH
 QA0840'WITH THE GROUND.  IT IS 21 FEET SOUTHOF HIGHWAY CENTERLINE
 QA0840'AND 49 FEET EAST OF TELEPHONE POLE.  IT IS ABOUT 500 FEET
 QA0840'WEST OF HIGH POINT ON RISE AND 2 FEET NORTH OF FENCE LINE.
 QA0840
 QA0840                          STATION RECOVERY (1966)
 QA0840
 QA0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QA0840'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 QA0840'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 QA0840'THE U.S. GEOLOGICAL SURVEY BENCH MARK 4811 (R.M. 2) HAS BEEN
 QA0840'DESTROYED AND A REFERENCE MARK 3 WAS ESTABLISHED.  THE AZIMUTH
 QA0840'MARK WAS NOT OBSERVED AT THIS TIME DUE TO A TELEPHONE POLE ON
 QA0840'LINE.
 QA0840'
 QA0840'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QA0840'
 QA0840'THE STATION IS LOCATED ABOUT 2-1/2 MILES AIRLINE EAST-NORTHEAST
 QA0840'OF CASCADE, IN THE SOUTHWEST CORNER OF A PASTURE AND ON THE
 QA0840'NORTH SIDE OF A ROAD.
 QA0840'
 QA0840'TO REACH THE STATION FROM THE POST OFFICE IN CASCADE, GO
 QA0840'NORTH ON STATE HIGHWAY 15 FOR 0.9 MILE TO A SIDE ROAD RIGHT.
 QA0840'TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR 2.0 MILES TO A
 QA0840'GATE AT A T FENCE INTERSECTION ON THE LEFT AND THE STATION
 QA0840'AS DESCRIBED.
 QA0840'
 QA0840'THE STATION MARK, A STANDARD DISK STAMPED CASCADE 1959 SET
 QA0840'IN THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 QA0840'AND FLUSH WITH THE GROUND SURFACE.  IT IS 6.0 FEET NORTH OF
 QA0840'A FENCE, 18.5 FEET EAST OF A FENCE, 19.0 FEET EAST-NORTHEAST
 QA0840'OF A T FENCE INTERSECTION AND 46.0 FEET NORTH OF THE CENTER
 QA0840'OF A ROAD.
 QA0840'
 QA0840'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CASCADE NO 1
 QA0840'1959, SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST FLUSH
 QA0840'WITH THE SURFACE OF THE GROUND.  IT IS 1.0 FOOT NORTH OF A
 QA0840'FENCE, 56.0 FEET EAST OF A FENCE AND 41.0 FEET NORTH OF THE
 QA0840'CENTER OF A ROAD.
 QA0840'
 QA0840'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CASCADE R.M. 3
 QA0840'1959 1966, CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 1 FOOT
 QA0840'BOULDER PROJECTING ABOUT 6 INCHES.  IT IS 27.0 FEET SOUTH
 QA0840'OF THE CENTER OF A ROAD, 38.7 FEET WEST OF A T FENCE INTERSECTION
 QA0840'AND 2.6 FEET NORTH OF A FENCE.
 QA0840'
 QA0840'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CASCADE 1959,
 QA0840'SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST PROJECTING 1
 QA0840'INCH.  IT IS 53.0 FEET EAST OF A POWERLINE POLE, 1.3 FEET
 QA0840'NORTH OF A FENCE AND 25.0 FEET SOUTH OF THE CENTER OF A
 QA0840'ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 QA0840'EAST ON THE PAVED ROAD FOR 0.3 MILE TO A SLIGHT RISE IN THE
 QA0840'ROAD AND THE MARK ON THE RIGHT AS DESCRIBED.
 QA0840'
 QA0840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2
 QA0840'MILES EAST-NORTHEAST OF CASCADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1384 ***********************************************************************
 QB1384  DESIGNATION -  CASCADE
 QB1384  PID         -  QB1384
 QB1384  STATE/COUNTY-  ID/VALLEY
 QB1384  USGS QUAD   -  CASCADE (1985)
 QB1384
 QB1384                         *CURRENT SURVEY CONTROL
 QB1384  ___________________________________________________________________
 QB1384* NAD 83(1992)-  44 32 31.54808(N)    116 02 52.92142(W)     ADJUSTED  
 QB1384* NAVD 88     -      1676.9    (meters)    5502.     (feet)  VERTCON   
 QB1384  ___________________________________________________________________
 QB1384  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 QB1384  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 QB1384
 QB1384  HORZ ORDER  -  THIRD
 QB1384
 QB1384.The horizontal coordinates were established by classical geodetic methods
 QB1384.and adjusted by the National Geodetic Survey in July 1992..
 QB1384
 QB1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1384
 QB1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1384
 QB1384.The geoid height was determined by GEOID03.
 QB1384
 QB1384;                    North         East     Units Scale Factor Converg.
 QB1384;SPC ID W     -   319,467.198   776,316.147   MT  0.99994023   -0 12 32.6
 QB1384;UTM  11      - 4,932,525.890   575,624.763   MT  0.99967033   +0 40 04.0
 QB1384
 QB1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1384!SPC ID W     -   0.99973951  x   0.99994023  =   0.99967975
 QB1384!UTM  11      -   0.99973951  x   0.99967033  =   0.99940992
 QB1384
 QB1384                          SUPERSEDED SURVEY CONTROL
 QB1384
 QB1384  NAD 83(1990)-  44 32 31.54863(N)    116 02 52.91899(W) AD(       ) 3
 QB1384  NGVD 29 (10/01/91) 1675.8    (m)         5498.     (f) VERT ANG       
 QB1384
 QB1384.Superseded values are not recommended for survey control.
 QB1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1384.See file dsdata.txt to determine how the superseded data were derived.
 QB1384
 QB1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK7562532526(NAD 83)
 QB1384_MARKER: DS = TRIANGULATION STATION DISK
 QB1384_SETTING: 80 = SET IN A BOULDER
 QB1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1384+STABILITY: SURFACE MOTION
 QB1384
 QB1384  HISTORY     - Date     Condition        Report By
 QB1384  HISTORY     - 1952     MONUMENTED       USGS
 QB1384
 QB1384                          STATION DESCRIPTION
 QB1384
 QB1384'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QB1384'LOCATED 1.5 MI. N. OF CASCADE, ON HIGHEST PART OF TIMBERED HILL.
 QB1384'
 QB1384'TO REACH FROM CASCADE, GO N. ON STATE HIGHWAY 15, TO JUNCTION WITH
 QB1384'KNOX ROAD, THEN PACK W. ABOUT 40 MINUTES TO TOP AND STATION.
 QB1384'
 QB1384'STATION MARK--STANDARD TABLET STAMPED---CASCADE 1952---.
 QB1384'
 QB1384'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---,
 QB1384'---CASCADE RM NO 1 1952---, SET IN BOULDER, 76.94 FT. FROM STATION
 QB1384'38 DEGREES 39 MINUTES NW.
 QB1384'
 QB1384'REFERENCE MARK NO. 2--- STANDARD BENCH MARK TABLET STAMPED---CASCADE
 QB1384'RM 2 5500 1952---, CEMENTED IN BEDROCK, 92.00 FT. FROM STATION
 QB1384'MARK 53 DEGREES 37 MINUTES NE.
 QB1384'(THIRD-ORDER LEVELS BY USGS, 1952, UNADJUSTED FIELD ELEVATION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0391 ***********************************************************************
 NW0391  DESIGNATION -  CASTLE
 NW0391  PID         -  NW0391
 NW0391  STATE/COUNTY-  ID/OWYHEE
 NW0391  USGS QUAD   -  SMITH CREEK (1973)
 NW0391
 NW0391                         *CURRENT SURVEY CONTROL
 NW0391  ___________________________________________________________________
 NW0391* NAD 83(1992)-  42 25 34.97383(N)    116 49 23.18414(W)     ADJUSTED  
 NW0391* NAVD 88     -      2023.1    (meters)    6637.     (feet)  VERTCON   
 NW0391  ___________________________________________________________________
 NW0391  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 NW0391  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 NW0391
 NW0391  HORZ ORDER  -  SECOND
 NW0391
 NW0391.The horizontal coordinates were established by classical geodetic methods
 NW0391.and adjusted by the National Geodetic Survey in July 1992..
 NW0391
 NW0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0391
 NW0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0391
 NW0391.The geoid height was determined by GEOID03.
 NW0391
 NW0391;                    North         East     Units Scale Factor Converg.
 NW0391;SPC ID W     -    84,937.030   711,693.701   MT  1.00002924   -0 43 26.4
 NW0391;UTM  11      - 4,697,133.807   514,551.678   MT  0.99960261   +0 07 09.6
 NW0391
 NW0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0391!SPC ID W     -   0.99968548  x   1.00002924  =   0.99971472
 NW0391!UTM  11      -   0.99968548  x   0.99960261  =   0.99928822
 NW0391
 NW0391|---------------------------------------------------------------------|
 NW0391| PID    Reference Object                     Distance      Geod. Az  |
 NW0391|                                                           dddmmss.s |
 NW0391| CD4401 CASTLE RM 1                           7.601 METERS 17842     |
 NW0391| CD4402 CASTLE RM 2                           9.384 METERS 30842     |
 NW0391| NW0401 SOUTH MTN 3                         APPROX.35.6 KM 3475627.7 |
 NW0391|---------------------------------------------------------------------|
 NW0391
 NW0391                          SUPERSEDED SURVEY CONTROL
 NW0391
 NW0391  NAD 83(1991)-  42 25 34.97486(N)    116 49 23.18362(W) AD(       ) 2
 NW0391  NAD 83(1986)-  42 25 34.97711(N)    116 49 23.18322(W) AD(       ) 2
 NW0391  NAD 27      -  42 25 35.39211(N)    116 49 19.73202(W) AD(       ) 2
 NW0391  NGVD 29 (07/19/86) 2021.9    (m)         6634.     (f) VERT ANG       
 NW0391
 NW0391.Superseded values are not recommended for survey control.
 NW0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0391.See file dsdata.txt to determine how the superseded data were derived.
 NW0391
 NW0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG1455297134(NAD 83)
 NW0391_MARKER: Z = SEE DESCRIPTION
 NW0391_SETTING: 0 = UNSPECIFIED SETTING
 NW0391
 NW0391  HISTORY     - Date     Condition        Report By
 NW0391  HISTORY     - 1974     MONUMENTED       USGS
 NW0391
 NW0391                          STATION DESCRIPTION
 NW0391
 NW0391'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0391'RM 1 TO RM 2 NOT MEASURED.
 NW0391'
 NW0391'LOCATED ABOUT 40 MI WNW. OF RIDDLE, 39 MI SSE. OF JORDAN VALLEY,
 NW0391'AND 10 MI E. OF THE OREGON-IDAHO STATE LINE, ON A CASTLE-LIKE
 NW0391'OUTCROP AT THE EAST SUMMIT OF JUNIPER MTN.
 NW0391'
 NW0391'TO REACH--FROM JORDAN VALLEY, DRIVE E. ON RD. TO THREE FORKS
 NW0391'FOR 3.0 MI TO Y-RD.  TAKE RIGHT FORK FOR 19.7 MI TO Y-RD.  TAKE
 NW0391'LEFT FORK (JUNIPER MTN. RD.) FOR 21.0 MI TO T-RD. FORK.  TURN
 NW0391'RIGHT (S.) AND FOLLOW TROUT SPRINGS RD. FOR 6.0 MI TO
 NW0391'Y-RD. FORK.  TAKE LEFT FORK FOR 1.1 MI TO TROUT SPRINGS.
 NW0391'CONTINUE ON PAST TROUT SPRINGS FOR 0.1 MI TO Y-RD. FORK.  TAKE
 NW0391'LEFT FORK FOR 0.05 MI TO Y-RD. FORK.  TAKE RIGHT FORK FOR 2.3 MI
 NW0391'TO SMALL CLEARING AND DIM TRACK LEADING E.  LEAVE MAIN RD. AND
 NW0391'FOLLOW DIM TRACK E. ACROSS COUNTRY FOR 0.5 MI TO EDGE
 NW0391'OF CLEARING.  PACK ESE. TO LARGE ROCK OUTCROP AND STATION
 NW0391'MARK.  A 5-MINUTE PACK.
 NW0391'
 NW0391'STATION MARK--A STANDARD USGS TABLET STAMPED CASTLE 1973
 NW0391'CEMENTED IN ROCK OUTCROP.
 NW0391'
 NW0391'RM NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED NO 1
 NW0391'1973--CEMENTED IN A DRILL HOLE AND 1.3 FT BELOW STATION MARK.
 NW0391'
 NW0391'RM NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED NO 2
 NW0391'1973 CEMENTED IN A DRILL HOLE AND 2.3 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0732 ***********************************************************************
 QA0732  DESIGNATION -  CASTLE
 QA0732  PID         -  QA0732
 QA0732  STATE/COUNTY-  ID/CUSTER
 QA0732  USGS QUAD   -  BOULDER CHAIN LAKES (1964)
 QA0732
 QA0732                         *CURRENT SURVEY CONTROL
 QA0732  ___________________________________________________________________
 QA0732* NAD 83(1992)-  44 02 24.59553(N)    114 35 19.36413(W)     ADJUSTED  
 QA0732* NAVD 88     -      3600.4    (meters)   11812.     (feet)  VERTCON   
 QA0732  ___________________________________________________________________
 QA0732  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 QA0732  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 QA0732
 QA0732  HORZ ORDER  -  SECOND
 QA0732
 QA0732.The horizontal coordinates were established by classical geodetic methods
 QA0732.and adjusted by the National Geodetic Survey in July 1992..
 QA0732
 QA0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0732
 QA0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0732
 QA0732.The geoid height was determined by GEOID03.
 QA0732
 QA0732;                    North         East     Units Scale Factor Converg.
 QA0732;SPC ID C     -   263,826.364   452,815.951   MT  0.99997474   -0 24 33.3
 QA0732;UTM  11      - 4,879,160.828   693,194.382   MT  1.00005907   +1 40 36.3
 QA0732
 QA0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0732!SPC ID C     -   0.99943764  x   0.99997474  =   0.99941239
 QA0732!UTM  11      -   0.99943764  x   1.00005907  =   0.99949668
 QA0732
 QA0732|---------------------------------------------------------------------|
 QA0732| PID    Reference Object                     Distance      Geod. Az  |
 QA0732|                                                           dddmmss.s |
 QA0732| CD4399 CASTLE RM 1                          13.021 METERS 12553     |
 QA0732| CD4400 CASTLE RM 2                           3.618 METERS 27237     |
 QA0732| QA0736 CHASE                               APPROX.21.7 KM 3211503.7 |
 QA0732|---------------------------------------------------------------------|
 QA0732
 QA0732                          SUPERSEDED SURVEY CONTROL
 QA0732
 QA0732  NAD 83(1986)-  44 02 24.59382(N)    114 35 19.35852(W) AD(       ) 2
 QA0732  NAD 27      -  44 02 24.91485(N)    114 35 16.12490(W) AD(       ) 2
 QA0732  NGVD 29 (07/19/86) 3598.8    (m)        11807.     (f) VERT ANG       
 QA0732
 QA0732.Superseded values are not recommended for survey control.
 QA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0732.See file dsdata.txt to determine how the superseded data were derived.
 QA0732
 QA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ9319479161(NAD 83)
 QA0732_MARKER: DD = SURVEY DISK
 QA0732_SETTING: 80 = SET IN A BOULDER
 QA0732_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QA0732
 QA0732  HISTORY     - Date     Condition        Report By
 QA0732  HISTORY     - 1967     MONUMENTED       USGS
 QA0732  HISTORY     - 1970     GOOD             USGS
 QA0732
 QA0732                          STATION DESCRIPTION
 QA0732
 QA0732'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (NAW)
 QA0732'LOCATED ABOUT 27 MI (AIRLINE) NW. OF KETCHUM.  ABOUT 22 MI SE. OF
 QA0732'STANLEY.  ON THE WESTERN END OF CASTLE PEAK, THE HIGHEST PEAK IN
 QA0732'THE IMMEDIATE AREA.
 QA0732'
 QA0732'REACHED BY HELICOPTER.  A SMALL HELIPORT WAS BUILT ON THE TOP
 QA0732'ABOUT 40 FT W. OF THE STATION.
 QA0732'
 QA0732'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED CASTLE 1967
 QA0732'CEMENTED INTO A DRILL HOLE IN A LARGE, FLAT BOULDER NEAR THE
 QA0732'WESTERN END OF THE ROCKY TOP.
 QA0732'
 QA0732'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET
 QA0732'STAMPED RM NO 1 1967 CEMENTED INTO A DRILL HOLE IN A LARGE ROCK.
 QA0732'
 QA0732'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 QA0732'RM NO 2 1967 CEMENTED INTO A DRILL HOLE IN LARGE BOULDER.
 QA0732
 QA0732                          STATION RECOVERY (1970)
 QA0732
 QA0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QA0732'RM 1 TO RM 2 NOT MEASURED.
 QA0732'
 QA0732'LOCATED ABOUT 27 MI (AIRLINE) NW. OF KETCHUM.  ABOUT 22 MI SE. OF
 QA0732'STANLEY.  ON THE WESTERN END OF CASTLE PEAK, THE HIGHEST PEAK
 QA0732'IN THE IMMEDIATE AREA.
 QA0732'
 QA0732'REACHED BY HELICOPTER.  A SMALL HELIPORT WAS BUILT ON THE TOP
 QA0732'ABOUT 40 FT W. OF THE STATION.
 QA0732'
 QA0732'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED CASTLE
 QA0732'1967 CEMENTED INTO A DRILL HOLE IN A LARGE, FLAT BOULDER NEAR
 QA0732'THE WESTERN END OF THE ROCKY TOP.
 QA0732'
 QA0732'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 QA0732'RM NO 1 1967 CEMENTED INTO A DRILL HOLE IN A LARGE ROCK,
 QA0732'5.7 FT BELOW STATION MARK.
 QA0732'
 QA0732'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 QA0732'STAMPED RM NO 2 1967 CEMENTED INTO A DRILL HOLE IN A LARGE
 QA0732'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0932 ***********************************************************************
 RY0932  DESIGNATION -  CASTLE BUTTE
 RY0932  PID         -  RY0932
 RY0932  STATE/COUNTY-  ID/IDAHO
 RY0932  USGS QUAD   -  HOLLY CREEK (1994)
 RY0932
 RY0932                         *CURRENT SURVEY CONTROL
 RY0932  ___________________________________________________________________
 RY0932* NAD 83(1992)-  46 26 02.44919(N)    115 13 11.44903(W)     ADJUSTED  
 RY0932* NAVD 88     -      2030.9    (meters)    6663.     (feet)  VERTCON   
 RY0932  ___________________________________________________________________
 RY0932  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 RY0932  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 RY0932
 RY0932  HORZ ORDER  -  THIRD
 RY0932
 RY0932.The horizontal coordinates were established by classical geodetic methods
 RY0932.and adjusted by the National Geodetic Survey in July 1992..
 RY0932
 RY0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0932
 RY0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0932
 RY0932.The geoid height was determined by GEOID03.
 RY0932
 RY0932;                    North         East     Units Scale Factor Converg.
 RY0932;SPC ID W     -   529,816.693   840,742.383   MT  0.99995373   +0 23 02.9
 RY0932;UTM  11      - 5,143,810.850   636,758.588   MT  0.99982990   +1 17 24.2
 RY0932
 RY0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0932!SPC ID W     -   0.99968418  x   0.99995373  =   0.99963793
 RY0932!UTM  11      -   0.99968418  x   0.99982990  =   0.99951414
 RY0932
 RY0932:                Primary Azimuth Mark                     Grid Az
 RY0932:SPC ID W     -  SHERMAN PEAK                             255 02 19.2
 RY0932:UTM  11      -  SHERMAN PEAK                             254 07 57.9
 RY0932
 RY0932|---------------------------------------------------------------------|
 RY0932| PID    Reference Object                     Distance      Geod. Az  |
 RY0932|                                                           dddmmss.s |
 RY0932| RY0944 SHERMAN PEAK                        APPROX. 8.3 KM 2552522.1 |
 RY0932|---------------------------------------------------------------------|
 RY0932
 RY0932                          SUPERSEDED SURVEY CONTROL
 RY0932
 RY0932  NAD 83(1986)-  46 26 02.45683(N)    115 13 11.44870(W) AD(       ) 3
 RY0932  NAD 27      -  46 26 02.75747(N)    115 13 07.99381(W) AD(       ) 3
 RY0932  NGVD 29 (07/19/86) 2029.7    (m)         6659.     (f) VERT ANG       
 RY0932
 RY0932.Superseded values are not recommended for survey control.
 RY0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0932.See file dsdata.txt to determine how the superseded data were derived.
 RY0932
 RY0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM3675943811(NAD 83)
 RY0932_MARKER: DD = SURVEY DISK
 RY0932_SETTING: 66 = SET IN ROCK OUTCROP
 RY0932_SP_SET: SET IN ROCK OUTCROP
 RY0932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0932+STABILITY: POSITION/ELEVATION WELL
 RY0932
 RY0932  HISTORY     - Date     Condition        Report By
 RY0932  HISTORY     - 1966     MONUMENTED       USGS
 RY0932
 RY0932                          STATION DESCRIPTION
 RY0932
 RY0932'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0932'LOCATED ABOUT 28 MI. E. OF PIERCE, ABOUT 26 MI. NW. OF MOOSE CREEK
 RY0932'RANGER STATION, ABOUT 25 MI. W. OF POWELL RANGER STATION, ON A
 RY0932'ROCKY CONICAL BUTTE IN UNSURVEYED SECTION 28, T. 36 N., R. 10 E.,
 RY0932'BOISE MERIDIAN.
 RY0932'
 RY0932'TO REACH FROM LOCHSA WORK CENTER ON U. S. HIGHWAY 12, GO NE. ALONG
 RY0932'THE LOCHSA RIVER (ON HIGHWAY 12) FOR 19.2 MI. TO JUNCTION OF
 RY0932'HIGHWAY 12 AND INDIAN GRAVE RD. (JUST E. OF INDIAN GRAVE CREEK), TURN
 RY0932'LEFT (N.) AND FOLLOW INDIAN GRAVE RD. FOR 8.6 MI. TO JUNCTION WITH
 RY0932'LOLO TRAIL RD., TURN LEFT (W.) AND CONTINUE ON LOLO TRAIL RD. FOR
 RY0932'9.7 MI. (PAST SADDLE CAMP, 12 MI. SADDLE AND INDIAN GRAVE L.O.
 RY0932'FORK) TO FORKS WITH SIGN --CASTLE BUTTE L.O.H.--, TAKE LEFT FORK
 RY0932'UPHILL FOR 1.5 MI. TO END OF RD. AND L.O.H.  STATION MARK IS 24
 RY0932'FT. S. OF L.O.H.
 RY0932'
 RY0932'STATION MARK--A STANDARD TABLET STAMPED---CASTLE BUTTE 1966---
 RY0932'SET IN ROCK IN PLACE.
 RY0932'
 RY0932'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED---RM NO 1 1966---
 RY0932'SET IN MASONRY WALL UNDER L.O.H., 23.98 FT. FROM STATION MARK,
 RY0932'N 10 DEG 26 MIN W.
 RY0932'
 RY0932'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED---RM NO 2 1966---
 RY0932'SET IN ROCK IN PLACE, 18.61 FT. FROM STATION MARK,
 RY0932'S 82 DEG 55 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1321 ***********************************************************************
 OH1321  DESIGNATION -  CASTLE CREEK
 OH1321  PID         -  OH1321
 OH1321  STATE/COUNTY-  ID/OWYHEE
 OH1321  USGS QUAD   -  CASTLE BUTTE (1992)
 OH1321
 OH1321                         *CURRENT SURVEY CONTROL
 OH1321  ___________________________________________________________________
 OH1321* NAD 83(1992)-  43 03 33.14533(N)    116 20 17.80641(W)     ADJUSTED  
 OH1321* NAVD 88     -       852.4    (meters)    2797.     (feet)  VERTCON   
 OH1321  ___________________________________________________________________
 OH1321  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 OH1321  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 OH1321
 OH1321  HORZ ORDER  -  SECOND
 OH1321
 OH1321.The horizontal coordinates were established by classical geodetic methods
 OH1321.and adjusted by the National Geodetic Survey in July 1992..
 OH1321
 OH1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1321
 OH1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1321
 OH1321.The geoid height was determined by GEOID03.
 OH1321
 OH1321;                    North         East     Units Scale Factor Converg.
 OH1321;SPC ID W     -   154,841.512   752,080.335   MT  0.99996157   -0 24 06.0
 OH1321;UTM  11      - 4,767,602.120   553,884.010   MT  0.99963572   +0 27 06.5
 OH1321
 OH1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1321!SPC ID W     -   0.99986903  x   0.99996157  =   0.99983060
 OH1321!UTM  11      -   0.99986903  x   0.99963572  =   0.99950480
 OH1321
 OH1321|---------------------------------------------------------------------|
 OH1321| PID    Reference Object                     Distance      Geod. Az  |
 OH1321|                                                           dddmmss.s |
 OH1321| CD4394 CASTLE CREEK RM 1                    10.291 METERS 11604     |
 OH1321| OH0329 B 72                                               1163745.1 |
 OH1321| CD4393 CASTLE CREEK AZ MK RESET                           1182218.5 |
 OH1321| CD4395 CASTLE CREEK RM 2                    11.338 METERS 17754     |
 OH1321|---------------------------------------------------------------------|
 OH1321
 OH1321                          SUPERSEDED SURVEY CONTROL
 OH1321
 OH1321  NAD 83(1986)-  43 03 33.14589(N)    116 20 17.80140(W) AD(       ) 2
 OH1321  NAD 27      -  43 03 33.54595(N)    116 20 14.41609(W) AD(       ) 2
 OH1321  NGVD 29 (07/19/86)  851.5    (m)         2794.     (f) VERT ANG       
 OH1321
 OH1321.Superseded values are not recommended for survey control.
 OH1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1321.See file dsdata.txt to determine how the superseded data were derived.
 OH1321
 OH1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH5388467602(NAD 83)
 OH1321_MARKER: Z = SEE DESCRIPTION
 OH1321_SETTING: 0 = UNSPECIFIED SETTING
 OH1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1321
 OH1321  HISTORY     - Date     Condition        Report By
 OH1321  HISTORY     - 1944     MONUMENTED       CGS
 OH1321  HISTORY     - 1961     SEE DESCRIPTION  CGS
 OH1321  HISTORY     - 1972     SEE DESCRIPTION  USGS
 OH1321
 OH1321                          STATION DESCRIPTION
 OH1321
 OH1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1321'STATION IS LOCATED ABOUT 12 MILES NW OF GRAND VIEW, ABOUT
 OH1321'0.2 MILE E OF THE ROAD BETWEEN GRAND VIEW AND MURPHY, 0.1 MILE
 OH1321'N OF A GRAVEL PIT, AND 20 FEET NE OF A WHITE WOODEN WITNESS POST.
 OH1321'IT IS ON THE SUMMIT OF A GRAVEL HILL WHICH LOOKS S AND E INTO
 OH1321'CASTLE CREEK AND IS AT THE HIGHEST ELEVATION IN THE IMMEDIATE
 OH1321'VICINITY.
 OH1321'
 OH1321'STATION MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 OH1321'SOIL PIPE WHICH PROJECTS 6 INCHES.  STAMPED CASTLE CR 1944.
 OH1321'
 OH1321'REFERENCE MARK 1 IS A BRONZE DISK BRAZED TO THE TOP OF A
 OH1321'3-INCH SOIL PIPE WHICH PROJECTS 6 INCHES.  IT IS STAMPED
 OH1321'CASTLE CR NO 1 1944 AND IS AT ABOUT THE SAME ELEVATION AS
 OH1321'STATION MARK.
 OH1321'
 OH1321'REFERENCE MARK 2 IS A BRONZE DISK BRAZED TO THE TOP OF A
 OH1321'3-INCH SOIL PIPE WHICH PROJECTS 5 INCHES.  IT IS STAMPED
 OH1321'CASTLE CR NO 2 1944 AND IS AT ABOUT THE SAME ELEVATION AS
 OH1321'STATION MARK.
 OH1321'
 OH1321'DISTANCE FROM R.M. 1 TO R.M. 2 IS 11.338 METERS.  (EDITORS
 OH1321'NOTE--THIS DISTANCE IS IDENTICAL WITH BUT INCONSISTENT WITH
 OH1321'DISTANCE FROM STATION TO R.M. 2.  ONE OF THE TWO IS IN ERROR.)
 OH1321'
 OH1321'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN THE TOP OF A
 OH1321'CONCRETE POST PROJECTING 10 INCHES.  STAMPED B 72 1934.  IT IS
 OH1321'55 FEET NE OF A ROAD JUNCTION AND 18 FEET S OF A TRACK ROAD.
 OH1321'
 OH1321'TO REACH STATION FROM THE GRAND VIEW END OF THE SNAKE RIVER
 OH1321'BRIDGE, GO NW ON GRADED HIGHWAY TOWARD MURPHY FOR 12.1 MILES,
 OH1321'CROSS THE BRIDGE OVER CASTLE CREEK AND GO 1.6 MILES TO A
 OH1321'Y-JUNCTION AT PIPE CULVERT AND AZ. MARK.  CONTINUE ON HWY.
 OH1321'0.5 MILE.  TURN RIGHT (NE) ONTO TRACK ROAD AND, KEEPING TO
 OH1321'THE LEFT OF A GRAVEL PIT, GO 0.2 MILE.  TURN LEFT (NW) ACROSS
 OH1321'COUNTRY FOR 0.3 MILE TO THE TOP OF LOW HILL AND THE STATION.
 OH1321
 OH1321                          STATION RECOVERY (1961)
 OH1321
 OH1321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 OH1321'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 OH1321'DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT
 OH1321'BE LOCATED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 OH1321'
 OH1321'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON TRACK
 OH1321'ROAD FOR 0.4 MILE TO A PAVED ROAD.  TURN LEFT AND GO EAST ON
 OH1321'THE PAVED ROAD FOR 0.5 MILE TO CROSSROADS AT AZIMUTH MARK ON THE
 OH1321'RIGHT.
 OH1321'
 OH1321'AZIMUTH MARK IS A STANDARD DISK, STAMPED CASTLE CREEK 1944
 OH1321'RESET 1961, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 OH1321'PROJECTING 6 INCHES.  IT IS 52 FEET SOUTH OF CENTERLINE OF
 OH1321'HIGHWAY, 23 FEET NORTHWEST OF A TRACK ROAD, 2 FEET EAST OF
 OH1321'THE WITNESS POST AND 115 FEET SOUTHWEST OF CENTER OF CROSSROADS.
 OH1321
 OH1321                          STATION RECOVERY (1972)
 OH1321
 OH1321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OH1321'STATION MARK--BRONZE DISK BRAZED TO THE TOP OF A 3 IN. SOIL PIPE
 OH1321'WHICH PROJECTS 6 IN.  STAMPED---CASTLE CR 1944---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1138 ***********************************************************************
 NV1138  DESIGNATION -  CASTLE FORD
 NV1138  PID         -  NV1138
 NV1138  STATE/COUNTY-  ID/TWIN FALLS
 NV1138  USGS QUAD   -  CASTLEFORD BUTTE (1980)
 NV1138
 NV1138                         *CURRENT SURVEY CONTROL
 NV1138  ___________________________________________________________________
 NV1138* NAD 83(1992)-  42 30 41.12454(N)    115 01 42.64953(W)     ADJUSTED  
 NV1138* NAVD 88     -      1358.8    (meters)    4458.     (feet)  VERTCON   
 NV1138  ___________________________________________________________________
 NV1138  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 NV1138  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 NV1138
 NV1138  HORZ ORDER  -  FIRST
 NV1138
 NV1138.The horizontal coordinates were established by classical geodetic methods
 NV1138.and adjusted by the National Geodetic Survey in July 1992..
 NV1138
 NV1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1138
 NV1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1138
 NV1138.The geoid height was determined by GEOID03.
 NV1138
 NV1138;                    North         East     Units Scale Factor Converg.
 NV1138;SPC ID C     -    94,339.106   415,476.623   MT  1.00003523   -0 41 42.2
 NV1138;UTM  11      - 4,708,444.848   661,962.740   MT  0.99992275   +1 19 57.0
 NV1138
 NV1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1138!SPC ID C     -   0.99978945  x   1.00003523  =   0.99982467
 NV1138!UTM  11      -   0.99978945  x   0.99992275  =   0.99971222
 NV1138
 NV1138:                Primary Azimuth Mark                     Grid Az
 NV1138:SPC ID C     -  CASTLE FORD AZ MK                        050 58 42.6
 NV1138:UTM  11      -  CASTLE FORD AZ MK                        048 57 03.4
 NV1138
 NV1138|---------------------------------------------------------------------|
 NV1138| PID    Reference Object                     Distance      Geod. Az  |
 NV1138|                                                           dddmmss.s |
 NV1138| CD4396 CASTLE FORD AZ MK                                  0501700.4 |
 NV1138| CD4397 CASTLE FORD RM 1                      8.990 METERS 23659     |
 NV1138| CD4398 CASTLE FORD RM 2                     10.297 METERS 32911     |
 NV1138|---------------------------------------------------------------------|
 NV1138
 NV1138                          SUPERSEDED SURVEY CONTROL
 NV1138
 NV1138  NAD 83(1986)-  42 30 41.12683(N)    115 01 42.64952(W) AD(       ) 1
 NV1138  NAD 27      -  42 30 41.46500(N)    115 01 39.43100(W) AD(       ) 1
 NV1138  NGVD 29 (07/19/86) 1357.8    (m)         4455.     (f) VERT ANG       
 NV1138
 NV1138.Superseded values are not recommended for survey control.
 NV1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1138.See file dsdata.txt to determine how the superseded data were derived.
 NV1138
 NV1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6196308445(NAD 83)
 NV1138_MARKER: DS = TRIANGULATION STATION DISK
 NV1138_SETTING: 80 = SET IN A BOULDER
 NV1138_SP_SET: PARTIALLY EXPOSED BOULDER
 NV1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1138+STABILITY: SURFACE MOTION
 NV1138
 NV1138  HISTORY     - Date     Condition        Report By
 NV1138  HISTORY     - 1947     MONUMENTED       USGS
 NV1138  HISTORY     - 1948     GOOD             CGS
 NV1138  HISTORY     - 1957     GOOD             USGS
 NV1138  HISTORY     - 1964     GOOD             USGS
 NV1138  HISTORY     - 1974     GOOD             USGS
 NV1138  HISTORY     - 1975     GOOD             USGS
 NV1138
 NV1138                          STATION DESCRIPTION
 NV1138
 NV1138'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NV1138'STATION MARK--STANDARD TABLET STAMPED---CASTLEFORD 1947---,
 NV1138'CEMENTED IN ROCK BURIED IN GROUND.
 NV1138'
 NV1138'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN ROCK BURIED
 NV1138'IN GROUND.
 NV1138'
 NV1138'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN ROCK BURIED
 NV1138'IN GROUND.
 NV1138
 NV1138                          STATION RECOVERY (1948)
 NV1138
 NV1138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 NV1138'THE STATION IS ON THE SUMMIT OF A LOW BUT RATHER PROMINENT
 NV1138'SAGE COVERED RIDGE, ABOUT 8 MILES, AIRLINE, WEST OF CASTLE
 NV1138'FORD, 2-1/4 MILES WEST OF THE OWYHEE - TWIN FALLS COUNTY
 NV1138'LINE, AND 4 MILES SOUTH OF THE CASTLE FORD - CLOVER FLATS
 NV1138'ROAD.  THIS IS THE HIGHEST RIDGE IN THE IMMEDIATE VICINITY.
 NV1138'
 NV1138'THE STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY DISK CEMENTED
 NV1138'IN A DRILL HOLE IN THE TOP OF A 12 INCH CIRCULAR BOULDER,
 NV1138'PROJECTING 3 INCHES ABOVE THE GROUND, IS STAMPED CASTLE FORD.
 NV1138'
 NV1138'REFERENCE MARK NO. 1, A STANDARD U.S. GEOLOGICAL SURVEY
 NV1138'DISK CEMENTED IN A DRILL HOLE IN A 10 BY 12 INCH IRREGULAR
 NV1138'SHAPED BOULDER, PROJECTING 3 INCHES ABOVE THE GROUND, IS
 NV1138'THE SAME ELEVATION AS THE STATION MARK, AND IS STAMPED NO 1.
 NV1138'
 NV1138'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 NV1138'CEMENTED IN A DRILL HOLE IN A 10 INCH IRREGULAR SHAPED BOULDER,
 NV1138'PROJECTING 3 INCHES ABOVE THE GROUND, IS THE SAME ELEVATION
 NV1138'AS THE STATION MARK, AND IS STAMPED NO 2.
 NV1138'
 NV1138'THE AZIMUTH MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY
 NV1138'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST,
 NV1138'PROJECTING 6 INCHES ABOVE THE GROUND, IS STAMPED CASTLE FORD
 NV1138'1948.  IT IS 3 FEET WEST OF A 4 INCH SQUARE WHITE WITNESS
 NV1138'POST, AND 20 FEET NORTH OF A TRACK ROAD.
 NV1138'
 NV1138'TO REACH THE STATION FROM THE POST OFFICE IN CASTLE FORD GO
 NV1138'WEST ON A BLACK TOP ROAD FOR 0.8 MILE, TURN NORTH ON A GRAVELED
 NV1138'ROAD, GO 1.1 MILES.  TURN LEFT, WEST AND GO 3.2 MILES TO
 NV1138'A BRIDGE IN RIVER CANYON.  CONTINUE ON THE MAIN TRAVELED
 NV1138'ROAD TO A FORK.  TAKE THE LEFT ROAD FOR 2.0 MILES TO A FORK.
 NV1138'TAKE THE LEFT ROAD 1.45 MILES TO A DIM T-ROAD LEFT.  TURN
 NV1138'LEFT, GO 0.75 MILE TO A FORK.  TAKE THE LEFT ROAD, MAIN
 NV1138'TRAVELED, AND GO 1.05 MILES TO A FORK.  TAKE THE RIGHT HAND ROAD
 NV1138'FOR 1.6 MILES TO A FORK.  TAKE THE LEFT FORK UP HILL 0.5
 NV1138'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE 0.25
 NV1138'MILE TO THE STATION.  A DRIVE STATION.
 NV1138
 NV1138                          STATION RECOVERY (1957)
 NV1138
 NV1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NV1138'RECOVERED AS DESCRIBED BY USGS AND NGS.  ALL MARKS IN GOOD
 NV1138'CONDITION.
 NV1138'
 NV1138'TO REACH FROM POST OFFICE IN CASTLEFORD, GO 3 MI W.  TURN RIGHT
 NV1138'1.1 MI N. TO X-RDS.  TURN LEFT 3.1 MI W. TO Y-RD., TAKE LEFT FORK
 NV1138'2.9 MI TO RD. BEND N. AND T-RD. SW.  TURN LEFT 3 MI SW. TO Y-RD.,
 NV1138'TAKE LEFT FORK 2.5 MI TO Y-RD. ON RIGHT AND AZIMUTH MARK.  TURN
 NV1138'RIGHT 0.25 MI TO TOP OF SAGE-COVERED HILL AND STATION MARK LEFT
 NV1138'OF RD.
 NV1138
 NV1138                          STATION RECOVERY (1964)
 NV1138
 NV1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NV1138'NOT OCCUPIED.
 NV1138
 NV1138                          STATION RECOVERY (1974)
 NV1138
 NV1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV1138'RECOVERED AS DESCRIBED BY USGS AND NGS.  ALL MARKS IN GOOD
 NV1138'CONDITION.
 NV1138'
 NV1138'LOCATED ABOUT 8 MI W. OF CASTLEFORD, 4 MI S. OF BALANCED ROCK
 NV1138'RD., 1.2 MI E. OF OWYHEE-TWIN FALLS COUNTY LINE.  ON SUMMIT OF
 NV1138'LOW, PROMINENT, SAGE-COVERED RIDGE WITH TV RELAY TOWER EAST OF
 NV1138'STATION.
 NV1138'
 NV1138'NOTE--OCCUPIED TO ESTABLISH ETVA ELEVATION.
 NV1138
 NV1138                          STATION RECOVERY (1975)
 NV1138
 NV1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV1138'LOCATED ABOUT 8.0 MI. W. OF CASTLEFORD, 4.0 MI. S. BALANCED ROCK RD.,
 NV1138'1.2 MI. E. OF OWYHEE-TWIN FALLS COUNTY LINE, ON SUMMIT OF A LOW
 NV1138'PROMINENT SAGE-COVERED RIDGE, WITH A TV RELAY TOWER E. OF STATION.
 NV1138'
 NV1138'TO REACH FROM POST OFFICE IN CASTLEFORD, GO W. FOR 3.0 MI., TURN RIGHT
 NV1138'(N.) FOR 1.1 MI. TO CROSSROADS, TURN LEFT (W.) FOR 3.1 MI. TO RD. Y,
 NV1138'TAKE LEFT Y FOR 2.9 MI. TO RD. BEND N. AND T-RD. SW., TURN LEFT (SW.)
 NV1138'FOR 3.0 MI. TO RD. Y, TAKE LEFT FORK FOR 2.5 MI. TO Y-RD. ON RIGHT AND
 NV1138'AZIMUTH MARK, TURN RIGHT, GO 0.25 MI. TO TOP OF SAGE-COVERED HILL AND
 NV1138'STATION MARK LEFT OF RD.
 NV1138'
 NV1138'NOTE BY USGS, 1975--OCCUPIED TO ESTABLISH ETVA ELEVATION.
 NV1138'VERIFICATION OF STATION ELEVATION WAS REQUESTED IN CONTROL PLANNING
 NV1138'REPORT.
 NV1138'
 NV1138'STATION MARK--A STANDARD U.S. GEOLOGICAL SURVEY DISK CEMENTED IN A
 NV1138'DRILL HOLE IN THE TOP OF A 12 IN. CIRCULAR BOULDER, PROJECTING 3 IN.
 NV1138'ABOVE THE GROUND, IS STAMPED---CASTLE FORD---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1020 ***********************************************************************
 OZ1020  DESIGNATION -  CAT
 OZ1020  PID         -  OZ1020
 OZ1020  STATE/COUNTY-  ID/ELMORE
 OZ1020  USGS QUAD   -  CAT CREEK SUMMIT (1973)
 OZ1020
 OZ1020                         *CURRENT SURVEY CONTROL
 OZ1020  ___________________________________________________________________
 OZ1020* NAD 83(1992)-  43 21 15.75013(N)    115 18 41.02069(W)     ADJUSTED  
 OZ1020* NAVD 88     -      1937.4    (meters)    6356.     (feet)  VERTCON   
 OZ1020  ___________________________________________________________________
 OZ1020  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 OZ1020  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 OZ1020
 OZ1020  HORZ ORDER  -  FIRST
 OZ1020
 OZ1020.The horizontal coordinates were established by classical geodetic methods
 OZ1020.and adjusted by the National Geodetic Survey in July 1992..
 OZ1020
 OZ1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1020
 OZ1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1020
 OZ1020.The geoid height was determined by GEOID03.
 OZ1020
 OZ1020;                    North         East     Units Scale Factor Converg.
 OZ1020;SPC ID W     -   187,557.001   835,555.735   MT  0.99994888   +0 18 04.0
 OZ1020;UTM  11      - 4,801,553.316   636,842.992   MT  0.99983035   +1 09 33.9
 OZ1020
 OZ1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1020!SPC ID W     -   0.99969859  x   0.99994888  =   0.99964748
 OZ1020!UTM  11      -   0.99969859  x   0.99983035  =   0.99952899
 OZ1020
 OZ1020|---------------------------------------------------------------------|
 OZ1020| PID    Reference Object                     Distance      Geod. Az  |
 OZ1020|                                                           dddmmss.s |
 OZ1020| CD4404 CAT RM 1                              6.311 METERS 02811     |
 OZ1020| CD4403 CAT AZ MK                                          0954903.4 |
 OZ1020| CD4405 CAT RM 2                             10.982 METERS 12620     |
 OZ1020| OZ1021 HOUSE MOUNTAIN LOOKOUT              APPROX.16.8 KM 3013159.2 |
 OZ1020|---------------------------------------------------------------------|
 OZ1020
 OZ1020                          SUPERSEDED SURVEY CONTROL
 OZ1020
 OZ1020  NAD 83(1986)-  43 21 15.74984(N)    115 18 41.01862(W) AD(       ) 1
 OZ1020  NAD 27      -  43 21 16.12600(N)    115 18 37.73400(W) AD(       ) 1
 OZ1020  NGVD 29 (07/19/86) 1936.3    (m)         6353.     (f) VERT ANG       
 OZ1020
 OZ1020.Superseded values are not recommended for survey control.
 OZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1020.See file dsdata.txt to determine how the superseded data were derived.
 OZ1020
 OZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ3684301553(NAD 83)
 OZ1020_MARKER: DS = TRIANGULATION STATION DISK
 OZ1020_SETTING: 66 = SET IN ROCK OUTCROP
 OZ1020_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 OZ1020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ1020+STABILITY: POSITION/ELEVATION WELL
 OZ1020
 OZ1020  HISTORY     - Date     Condition        Report By
 OZ1020  HISTORY     - 1935     MONUMENTED       CGS
 OZ1020  HISTORY     - 1957     GOOD             CGS
 OZ1020  HISTORY     - 1959     GOOD             CGS
 OZ1020  HISTORY     - 1970     GOOD             USGS
 OZ1020  HISTORY     - 1973     GOOD             USGS
 OZ1020  HISTORY     - 1975     GOOD             NGS
 OZ1020  HISTORY     - 1982     GOOD             NGS
 OZ1020
 OZ1020                          STATION DESCRIPTION
 OZ1020
 OZ1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 OZ1020'IN THE LOCALITY OF PINE, ON THE SUMMIT OF A BARREN HILL, THE
 OZ1020'SECOND ONE EAST OF THE RESERVOIR IN LITTLE CAMAS PRAIRIE, AND
 OZ1020'LYING BETWEEN TWO SMALL CREEKS KNOWN AS CAT AND WOODS CREEKS.
 OZ1020'NEAR THE STATION ARE TWO LARGE WHITE ROCKS ABOUT EIGHT INCHES
 OZ1020'IN HEIGHT.
 OZ1020'
 OZ1020'TO REACH FROM THE WHITE SCHOOL HOUSE IN PINE, GO 0.1 MILE,
 OZ1020'TAKE LEFT FORK (ROAD TO HILL CITY) AND GO 0.5 MILE TO BRIDGE,
 OZ1020'CONTINUE 0.2 MILE, TAKE RIGHT FORK (LEFT FORK GOES UP THE
 OZ1020'HILL) AND GO 8.1 MILES ON MAIN-TRAVELED GRADED ROAD TO WHITE
 OZ1020'SIGNBOARD ATLANTA, PINE, ETC., TAKE RIGHT FORK SOUTH AND EAST
 OZ1020'AND GO 2.5 MILES TO CROSSROADS, TURN RIGHT (SOUTH) AND GO 4.4
 OZ1020'MILES TO GATE, TURN RIGHT THROUGH GATE, GO 0.1 MILE, TURN RIGHT
 OZ1020'ON DIM TRAVELED ROAD AND FOLLOW TO END OF TRUCK TRAVEL.
 OZ1020'FROM END OF TRUCK TRAVEL FOLLOW CREEK FOR ABOUT 3/4 MILE AND
 OZ1020'CLIMB CENTER RIDGE TO SUMMIT.  HERE TURN RIGHT, FOLLOWING
 OZ1020'RIDGE TO HIGHEST POINT AND STATION.
 OZ1020'
 OZ1020'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET
 OZ1020'IN BOULDERS AS DESCRIBED.
 OZ1020'
 OZ1020'AZIMUTH IS LOCATED ABOUT 1/4 MILE TO THE EAST ON THE TOP OF
 OZ1020'THE SMALLER HILL.
 OZ1020
 OZ1020                          STATION RECOVERY (1957)
 OZ1020
 OZ1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (DCM)
 OZ1020'STATION AND REFERENCE MARKS FOUND IN GOOD SHAPE.  R.M. 1
 OZ1020'IS ABOUT 20 FEET FROM STATION RATHER THAN 20 METERS.  AZIMUTH
 OZ1020'MARK FOUND APPROXIMATELY 600 FEET E OF STATION INSTEAD OF 1/4
 OZ1020'MILE, AND THE MARK IS STAMPED R.M. NO. 3 RATHER THAN STANDARD
 OZ1020'AZIMUTH MARKINGS.  AZIMUTH TO IT CHECKS.  IT IS NOW POSSIBLE
 OZ1020'TO DRIVE WITHIN 200 FEET OF THE STATION FROM ROADS UP EITHER
 OZ1020'THE NORTH OR SOUTH SIDE OF THE MOUNTAIN.
 OZ1020
 OZ1020                          STATION RECOVERY (1959)
 OZ1020
 OZ1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ1020'THE STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE
 OZ1020'FOUND TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OZ1020'
 OZ1020'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE, SOUTH OF PINE,
 OZ1020'4.5 MILE AIRLINE, EAST OF THE LITTLE CAMAS RESERVOIR, AND
 OZ1020'7.5 MILES AIRLINE, EAST-NORTHEAST OF DIXIE.
 OZ1020'
 OZ1020'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 OZ1020'AND STATE HIGHWAY 68 IN MOUNTAIN HOME, GO NORTHERLY ON STATE
 OZ1020'HIGHWAY 68 FOR 22.5 MILES TO A FORK AT THE NORTH EDGE OF DIXIE.
 OZ1020'TURN RIGHT AND FOLLOW STATE HIGHWAY 68 FOR 6.1 MILES TO A FORK
 OZ1020'AT A SIGN PINE, ATLANTA.  TURN LEFT AND GO 2.1 MILES TO THE CAT
 OZ1020'CREEK BRIDGE.  CONTINUE 1.7 MILES TO A FARM HOUSE ON THE
 OZ1020'LEFT.  CONTINUE 1.3 MILES TO A FORK, JUST BEFORE STARTING
 OZ1020'DOWNGRADE.  TURN RIGHT AND FOLLOW A TRACK ROAD FOR 0.8 MILE TO
 OZ1020'A FORK.  KEEP THE RIGHT FORK FOR 0.55 MILE TO A FORK.  CONTINUE
 OZ1020'ON MAIN TRACK ROAD (LEFT FORK) FOR 0.2 MILE TO A FORK.  TURN
 OZ1020'SHARP RIGHT AND FOLLOW MINEING ROAD UPGRADE FOR 2.05 MILES
 OZ1020'TO THE TOP OF THE RIDGE AND THE STATION ON THE RIGHT,
 OZ1020'ABOUT 100 YARDS.
 OZ1020'
 OZ1020'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED CAT 1935,
 OZ1020'SET IN CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 OZ1020'
 OZ1020'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 OZ1020'CAT NO 1 1935, SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 OZ1020'BEDROCK.
 OZ1020'
 OZ1020'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 OZ1020'CAT NO 2 1935, SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 OZ1020'BEDROCK.
 OZ1020'
 OZ1020'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED CAT NO 3 1935,
 OZ1020'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  MARK IS 1 FOOT WEST
 OZ1020'OF A CAIRN.
 OZ1020
 OZ1020                          STATION RECOVERY (1970)
 OZ1020
 OZ1020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WAO)
 OZ1020'ALL MARKS IN GOOD CONDITION - NOT OCCUPIED IN 1970--NEW TO REACH
 OZ1020'FOLLOWS--TO REACH FROM THE INTERSECTION OF THE MAIN STREET
 OZ1020'AND IDAHO STATE HIGHWAY 68 IN FAIRFIELD, IDAHO, DRIVE WEST
 OZ1020'ON ISH 68 FOR ABOUT 27 MILES TO CAT CREEK SUMMIT.  CONTINUE ON
 OZ1020'ISH 68 FOR 2.9 MILES TO ROAD FORK RIGHT.  TURN RIGHT ACROSS
 OZ1020'CATTLE GUARD AND TRAVEL DIRT ROAD FOR 0.95 MILES TO Y ROAD.
 OZ1020'TURN LEFT THRU WIRE GATE AND TAKE TRACK ROAD FOR 1.3 MILES
 OZ1020'TO CORRAL.  PASS THRU DOUBLE GATES IN CORRAL AND CONTINUE
 OZ1020'STRAIGHT AHEAD FOR 0.1 MILES TO T ROAD.  TAKE ROAD TO RIGHT
 OZ1020'AND GO 0.3 MILES TO CREST OF HILL AND ROAD FORK.  TAKE ROAD
 OZ1020'TO LEFT AND GO 2.5 MILES ON TRACK ROAD.  TURN LEFT AND FOLLOW
 OZ1020'RIDGE EAST FOR 0.2 MILES TO HIGHEST POINT AND STATION
 OZ1020'MARK.  (FOUR WHEEL DRIVE REQUIRED LAST 0.2 MILES)
 OZ1020'
 OZ1020'NOTE--TO REACH BY JACK E GUTH, 1959 IS ADEQUATE, HOWEVER LAST
 OZ1020'2 MILES FOUND TO BE HEAVILY BRUSHED OVER WITH MANY WINDFALLS
 OZ1020'AND WAS IMPASSABLE IN 1970.
 OZ1020
 OZ1020                          STATION RECOVERY (1973)
 OZ1020
 OZ1020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ1020'ALL MARKS IN GOOD CONDITION.
 OZ1020'
 OZ1020'STATION MARK--A STANDARD BRONZE DISK STAMPED---CAT 1935---, SET IN
 OZ1020'CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 OZ1020
 OZ1020                          STATION RECOVERY (1975)
 OZ1020
 OZ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OZ1020'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OZ1020'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE TO REACH
 OZ1020'IS OBSOLETE.  A NEW TO REACH FOLLOWS.
 OZ1020'
 OZ1020'THE STATION IS ON RANGE LAND OWNED BY MR. BILLY SMITH.
 OZ1020'
 OZ1020'TO REACH THE STATION FROM THE HILL CITY POST OFFICE GO WEST
 OZ1020'ON STATE HIGHWAY 68 FOR 17.4 MILES TO A SIDE ROAD RIGHT, AT THE
 OZ1020'SIGN, PINE, THIS IS 0.05 MILE BEFORE REACHING MILEPOST NO. 121,
 OZ1020'TURN RIGHT, AND GO NORTHWEST ON THE GRAVELED ROAD FOR 2.0
 OZ1020'MILES TO THE BRIDGE OVER CAT CREEK, CONTINUE NORTHERLY ON
 OZ1020'THE GRAVELED ROAD FOR 1.7 MILES TO A SET OF RANCH BUILDINGS
 OZ1020'ON THE LEFT.  OBTAIN KEY FOR THE LOCKED GATE, AND PERMISSION TO
 OZ1020'TRESSPASS FROM THE RANCH BUILDINGS.  CONTINUE NORTHERLY ON THE
 OZ1020'GRAVELED ROAD FOR 0.9 MILE TO A LOCKED METAL GATE ON THE
 OZ1020'RIGHT, PASS THRU THE GATE, AND GO NORTHEAST ON THE TRACK ROAD
 OZ1020'ALONG THE TOE OF THE HILL FOR 0.4 MILE TO WHERE THE ROAD TURNS
 OZ1020'SOUTH, PASSING TO THE RIGHT OF AN EARTH TANK, GO
 OZ1020'SOUTHEAST, UP THE DRAW FOR 1.2 MILES TO A SIDE ROAD RIGHT,
 OZ1020'TURN SHARP RIGHT, AND GO SOUTH ON THE EAST SIDE OF THE
 OZ1020'DRAW FOR 1.7 MILES TO THE END OF TRUCK TRAVEL.  THEN PACK
 OZ1020'SOUTHWEST FOR 5 MINUTES TO THE STATION.
 OZ1020'
 OZ1020'TO REACH THE AZIMUTH MARK FROM THE STATION HIKE NORTHEASTERLY
 OZ1020'FOR 0.1 MILE TO THE NEXT RIDGE, AND THE AZIMUTH MARK.
 OZ1020'
 OZ1020'NOTE--AFTER PASSING THRU THE LOCKED GATE A 4-WHEEL DRIVE VEHICLE
 OZ1020'IS REQUIRED TO REACH THE END OF TRUCK TRAVEL.
 OZ1020'
 OZ1020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES
 OZ1020'WNW OF HILL CITY
 OZ1020
 OZ1020                          STATION RECOVERY (1982)
 OZ1020
 OZ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 OZ1020'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 OZ1020'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION AND DISTANCE TO
 OZ1020'THE REFERENCE MARKS CHECKED THE 1959 DATA.  A COMPLETE
 OZ1020'DESCRIPTION FOLLOWS.
 OZ1020'
 OZ1020'THE STATION IS LOCATED ON A BARE PEAK, ABOUT 5.5 KM (3.4 MI)
 OZ1020'NORTH OF U.S. HIGHWAY 20 AT CAT CREEK SUMMIT, 24 KM (14.9 MI) WEST
 OZ1020'OF HILL CITY AND 40.2 KM (25.0 MI) NORTHEAST OF MOUNTAIN HOME.
 OZ1020'OWNERSHIP--U.S. DEPARTMENT OF AGRICULTURE, BOISE NATIONAL FOREST,
 OZ1020'MT. HOME, ID.
 OZ1020'
 OZ1020'TO REACH THE STATION FROM THE POST OFFICE AND STORE AT HILL CITY,
 OZ1020'GO WEST ON U.S. HIGHWAY 20 FOR 3.0 KM (1.85 MI) TO THE ELMORE
 OZ1020'COUNTY LINE, CONTINUE WEST ON U.S. HIGHWAY 20 FOR 15.0 KM (9.3 MI)
 OZ1020'TO A SIDE ROAD RIGHT AND A SIGN (FEATHERVILLE, ATLANTA). TURN
 OZ1020'RIGHT AND GO NORTH ON A GRADED ROAD FOR 2.5 KM (1.55 MI) TO A
 OZ1020'CROSSROAD. TURN LEFT AND GO WEST ON A GRADED ROAD FOR 3.1 KM (1.9
 OZ1020'(1.9 MI) TO A TRACK ROAD RIGHT AND A LOCKED GATE. TURN SHARP
 OZ1020'RIGHT, PASS THROUGH THE GATE AND GO EAST AND NORTH FOR
 OZ1020'2.4 KM (1.5 MI) TO A DIM TRACK T-ROAD ON THE NORTH SIDE OF TWO
 OZ1020'LARGE CORRALS. TURN RIGHT AND GO EAST ON A TRACK ROAD FOR 0.2 KM
 OZ1020'(0.1 MI) TO AN UNLOCKED GATE, CONTINUE EAST FOR 0.2 KM
 OZ1020'(0.1 MI) TO A DIM TRACK ROAD LEFT. TURN LEFT AND GO NORTHWESTERLY,
 OZ1020'UPHILL FOR 4.2 KM (2.6 MI) TO THE NORTHWEST SIDE OF AN OPEN PEAK.
 OZ1020'TURN LEFT AND GO UPHILL 0.2 KM (0.1 MI) TO THE STATION ON TOP.
 OZ1020'
 OZ1020'THE STATION IS A STANDARD CGS DISK
 OZ1020'STAMPED---CAT 1935---,
 OZ1020'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OZ1020'5.27 METERS (17.3 FT) NORTH FROM A 5-FEET HIGH ROCK OUTCROP.
 OZ1020'
 OZ1020'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OZ1020'STAMPED---CAT NO. 1 1935---,
 OZ1020'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OZ1020'11.64 METERS (38.2 FT) NORTH FROM THE 5-FEET ROCK OUTCROP.
 OZ1020'MARK IS LEVEL WITH STATION.
 OZ1020'
 OZ1020'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OZ1020'STAMPED---CAT NO 2 1935---,
 OZ1020'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OZ1020'11.7 METERS (38.4 FT) EAST-NORTHEAST FROM THE ROCK OUTCROP.
 OZ1020'MARK IS LEVEL WITH STATION.
 OZ1020'
 OZ1020'AZIMUTH MARK NUMBER 03 IS A STANDARD CGS DISK
 OZ1020'STAMPED---CAT NO 3 1935---,
 OZ1020'SET INTO A ROCK OUTCROP.
 OZ1020'NO LOCAL OBJECTS TO REFERENCE TO.
 OZ1020'TO REACH AZIMUTH MARK FROM THE STATION PROCEED PACK EASTERLY
 OZ1020'ALONG A RIDGE ABOUT 300 METERS TO THE MARK.
 OZ1020'
 OZ1020'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0644 ***********************************************************************
 OX0644  DESIGNATION -  CAT
 OX0644  PID         -  OX0644
 OX0644  STATE/COUNTY-  ID/TETON
 OX0644  USGS QUAD   -  MC RENOLDS RESERVOIR (1965)
 OX0644
 OX0644                         *CURRENT SURVEY CONTROL
 OX0644  ___________________________________________________________________
 OX0644* NAD 83(1992)-  43 53 08.36104(N)    111 05 11.64233(W)     ADJUSTED  
 OX0644* NAVD 88     -      1997.     (meters)    6552.     (feet)  SCALED    
 OX0644  ___________________________________________________________________
 OX0644  LAPLACE CORR-          12.05  (seconds)                    DEFLEC99
 OX0644  GEOID HEIGHT-          -9.63  (meters)                     GEOID03
 OX0644
 OX0644  HORZ ORDER  -  THIRD
 OX0644
 OX0644.The horizontal coordinates were established by classical geodetic methods
 OX0644.and adjusted by the National Geodetic Survey in July 1992..
 OX0644
 OX0644.The orthometric height was scaled from a topographic map.
 OX0644
 OX0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0644
 OX0644.The geoid height was determined by GEOID03.
 OX0644
 OX0644;                    North         East     Units Scale Factor Converg.
 OX0644;SPC ID E     -   247,058.100   286,792.499   MT  1.00003999   +0 44 55.7
 OX0644;UTM  12      - 4,859,176.656   493,046.227   MT  0.99960059   -0 03 36.0
 OX0644
 OX0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0644!SPC ID E     -   0.99968842  x   1.00003999  =   0.99972840
 OX0644!UTM  12      -   0.99968842  x   0.99960059  =   0.99928914
 OX0644
 OX0644:                Primary Azimuth Mark                     Grid Az
 OX0644:SPC ID E     -  BAM                                      187 28 26.3
 OX0644:UTM  12      -  BAM                                      188 16 58.0
 OX0644
 OX0644|---------------------------------------------------------------------|
 OX0644| PID    Reference Object                     Distance      Geod. Az  |
 OX0644|                                                           dddmmss.s |
 OX0644| OX0645 BAM                                 APPROX.13.4 KM 1881322.0 |
 OX0644|---------------------------------------------------------------------|
 OX0644
 OX0644                          SUPERSEDED SURVEY CONTROL
 OX0644
 OX0644  NAD 83(1986)-  43 53 08.35482(N)    111 05 11.62534(W) AD(       ) 3
 OX0644  NAD 27      -  43 53 08.64375(N)    111 05 08.82087(W) AD(       ) 3
 OX0644
 OX0644.Superseded values are not recommended for survey control.
 OX0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0644.See file dsdata.txt to determine how the superseded data were derived.
 OX0644
 OX0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP9304659177(NAD 83)
 OX0644_MARKER: DD = SURVEY DISK
 OX0644_SETTING: 66 = SET IN ROCK OUTCROP
 OX0644_SP_SET: SET IN ROCK OUTCROP
 OX0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0644+STABILITY: POSITION/ELEVATION WELL
 OX0644
 OX0644  HISTORY     - Date     Condition        Report By
 OX0644  HISTORY     - 1941     MONUMENTED       USGS
 OX0644
 OX0644                          STATION DESCRIPTION
 OX0644
 OX0644'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 OX0644'LOCATED 0.75 MI. N. AND 4.5 MI. E. OF FELT, ABOVE ROCKY BLUFF, ON
 OX0644'NOSE OF RIDGE N. OF WILDCAT CREEK.
 OX0644'
 OX0644'TO REACH FROM FELT, DRIVE E. UP BADGER CREEK ROAD 5.9 MI. TO T-RD. E.,
 OX0644'DRIVE N. 2.2 MI. TO STEEP PART OF RD. AND A DIM RD. TO THE RIGHT,
 OX0644'STATION IS IN CLEARING ABOUT 100 YDS. E. OF RD.
 OX0644'
 OX0644'STATION MARK--STANDARD TABLET, STAMPED ---CAT 1941---, CEMENTED IN
 OX0644'OUTCROP.
 OX0644'
 OX0644'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN OUTCROP,
 OX0644'62.76 FT. FROM STATION MARK, N 25 DEG 14 MIN E.
 OX0644'
 OX0644'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN OUTCROP,
 OX0644'30.17 FT. FROM STATION MARK, N 80 DEG 10 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1836 ***********************************************************************
 RZ1836  DESIGNATION -  CATHOLIC
 RZ1836  PID         -  RZ1836
 RZ1836  STATE/COUNTY-  ID/NEZ PERCE
 RZ1836  USGS QUAD   -  LAPWAI (1972)
 RZ1836
 RZ1836                         *CURRENT SURVEY CONTROL
 RZ1836  ___________________________________________________________________
 RZ1836* NAD 83(1992)-  46 28 03.02500(N)    116 49 16.41826(W)     ADJUSTED  
 RZ1836* NAVD 88     -       680.5    (meters)    2233.     (feet)  VERTCON   
 RZ1836  ___________________________________________________________________
 RZ1836  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 RZ1836  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 RZ1836
 RZ1836  HORZ ORDER  -  SECOND
 RZ1836
 RZ1836.The horizontal coordinates were established by classical geodetic methods
 RZ1836.and adjusted by the National Geodetic Survey in July 1992..
 RZ1836
 RZ1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1836
 RZ1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1836
 RZ1836.The geoid height was determined by GEOID03.
 RZ1836
 RZ1836;                    North         East     Units Scale Factor Converg.
 RZ1836;SPC ID W     -   533,960.606   717,726.567   MT  1.00001651   -0 46 36.0
 RZ1836;UTM  11      - 5,146,008.378   513,725.736   MT  0.99960232   +0 07 46.6
 RZ1836
 RZ1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1836!SPC ID W     -   0.99989617  x   1.00001651  =   0.99991268
 RZ1836!UTM  11      -   0.99989617  x   0.99960232  =   0.99949853
 RZ1836
 RZ1836|---------------------------------------------------------------------|
 RZ1836| PID    Reference Object                     Distance      Geod. Az  |
 RZ1836|                                                           dddmmss.s |
 RZ1836| CH6631 CATHOLIC RM 1                        22.775 METERS 09723     |
 RZ1836| RZ1837 FENCE                               APPROX. 9.2 KM 1461038.6 |
 RZ1836| CH6632 CATHOLIC RM 2                        19.196 METERS 21837     |
 RZ1836| CH6630 CATHOLIC AZ MK                                     2965621.8 |
 RZ1836|---------------------------------------------------------------------|
 RZ1836
 RZ1836                          SUPERSEDED SURVEY CONTROL
 RZ1836
 RZ1836  NAD 83(1991)-  46 28 03.02899(N)    116 49 16.41634(W) AD(       ) 2
 RZ1836  NAD 83(1986)-  46 28 03.03071(N)    116 49 16.41336(W) AD(       ) 2
 RZ1836  NAD 27      -  46 28 03.43530(N)    116 49 12.86400(W) AD(       ) 2
 RZ1836  NGVD 29 (07/19/86)  679.5    (m)         2229.     (f) VERT ANG       
 RZ1836
 RZ1836.Superseded values are not recommended for survey control.
 RZ1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1836.See file dsdata.txt to determine how the superseded data were derived.
 RZ1836
 RZ1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM1372646008(NAD 83)
 RZ1836_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1836
 RZ1836  HISTORY     - Date     Condition        Report By
 RZ1836  HISTORY     - 1959     MONUMENTED       CGS
 RZ1836  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RZ1836  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RZ1836
 RZ1836                          STATION DESCRIPTION
 RZ1836
 RZ1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1836'STATION IS LOCATED ABOUT 8-3/4 MILES EAST AND 3-1/4 MILES
 RZ1836'NORTH OF LEWISTON, 4-1/4 MILES NORTH AND 1 MILE WEST OF
 RZ1836'LAPWAI, 1 MILE NORTH AND 1/2 MILE WEST OF SPALDING PARK, IN
 RZ1836'THE NORTH CENTRAL PORTION OF SECTION 15, T 36 N, R 4 W,
 RZ1836'JUST SOUTH OF A CULTIVATED FIELD AND IN AN OPEN GRASSY AREA
 RZ1836'ON THE SOUTH END OF A HIGH FLAT BENCH OVERLOOKING THE CLEARWATER
 RZ1836'RIVER TO THE SOUTH, AND ON PROPERTY OWNED BY MR. STANTON
 RZ1836'BECKER.
 RZ1836'
 RZ1836'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 410 AND 95, IN
 RZ1836'NORTHEAST LEWISTON, GO EASTERLY ON HIGHWAY 95 FOR 8.65 MILES
 RZ1836'TO A SIDE ROAD LEFT AT SIGN COYOTE GULCH CREEK.  TURN LEFT AND
 RZ1836'FOLLOW WINDING GRAVELED ROAD UP GRADE THROUGH CANYON NORTHERLY
 RZ1836'FOR 2.6 MILES TO A GRAVEL PIT ON THE LEFT.  CONTINUE NORTHERLY
 RZ1836'FOR 1.35 MILES TO A WIRE GATE ON THE RIGHT AT A GRAVEL PIT
 RZ1836'ON THE LEFT.  TURN RIGHT, PASSING THROUGH GATE, AND FOLLOW
 RZ1836'MAIN FIELD ROAD SOUTHEASTERLY FOR 1.5 MILES TO A WIRE GATE.
 RZ1836'PASS THROUGH GATE AND CONTINUE SOUTHEAST FOR 0.1 MILE TO AN
 RZ1836'OLD HOUSE AND IMPLEMENT SHED.  BEAR RIGHT AND GO SOUTH
 RZ1836'ACROSS CULTIVATED FIELD FOR 0.9 MILE TO A FENCE CORNER AND
 RZ1836'THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE
 RZ1836'STATION GO WEST-NORTHWEST FOR 0.15 MILE TO A WIRE GATE
 RZ1836'AND THE AZIMUTH MARK AS DESCRIBED.
 RZ1836'
 RZ1836'STATION MARKS ARE STANDARD DISKS, STAMPED CATHOLIC 1959.
 RZ1836'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 RZ1836'INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP
 RZ1836'OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 5 INCHES.
 RZ1836'IT IS 285 FEET SOUTH-SOUTHWEST OF A FENCE CORNERPOST, 196
 RZ1836'FEET NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE RUNNING DIAGONALLY
 RZ1836'UP THE SLOPE, AND ABOUT 65 FEET NORTH OF THE SOUTH EDGE OF THE
 RZ1836'BLUFF.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT WEST
 RZ1836'OF THE MARK.
 RZ1836'
 RZ1836'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CATHOLIC NO 1
 RZ1836'1959, CEMENTED IN A DRILL HOLE IN A 1 X 3 FOOT BOULDER PROJECTING
 RZ1836'8 INCHES.  IT IS 247 FEET NORTHEAST OF THE NORTHWEST-SOUTHEAST
 RZ1836'FENCE, 20 FEET NORTH OF THE EDGE OF THE BLUFF AND ABOUT 6 FEET
 RZ1836'LOWER THAN THE STATION MARK.
 RZ1836'
 RZ1836'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CATHOLIC NO 2
 RZ1836'1959, CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER PROJECTING
 RZ1836'2 INCHES.  IT IS 134 FEET NORTHEAST OF THE NORTHWEST-SOUTHEAST
 RZ1836'FENCE, 79 FEET NORTH OF THE EDGE OF THE BLUFF AND ABOUT 3 FEET
 RZ1836'LOWER THAN THE STATION MARK.
 RZ1836'
 RZ1836'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 120.34 FEET
 RZ1836'(36.680 METERS).
 RZ1836'
 RZ1836'AZIMUTH MARK IS A STANDARD DISK, STAMPED CATHOLIC 1959, SET
 RZ1836'IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 RZ1836'6 INCHES.  IT IS 149 FEET WEST OF A T-FENCE JUNCTION POST
 RZ1836'(NORTH GATEPOST) AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.  A
 RZ1836'4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 RZ1836
 RZ1836                          STATION RECOVERY (1970)
 RZ1836
 RZ1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RZ1836'THE STATION MARK, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE
 RZ1836'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 RZ1836'NO. 1 MEASURES 0.064 METER SHORTER THAN IN 1959, BUT ANGLES
 RZ1836'TO THE MARKS CHECK AND THERE IS NO EVIDENCE OF MOVEMENT.  THE
 RZ1836'AZIMUTH MARK IS 2 FEET NORTH OF THE FENCE INSTEAD OF SOUTH
 RZ1836'OF THE FENCE AS PREVIOUSLY STATED.  THE 1959 DESCRIPTION OF
 RZ1836'THE STATION IS ADEQUATE WITH THE EXCEPTION OF DIRECTIONS TO
 RZ1836'REACH AND THE DESCRIPTION OF THE AZIMUTH MARK, WHICH FOLLOW--
 RZ1836'
 RZ1836'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 95 AND 12 IN
 RZ1836'THE NORTHEASTERN PART OF LEWISTON, GO EAST ON THE HIGHWAYS
 RZ1836'FOR 7.8 MILES TO THE JUNCTION WHERE THE HIGHWAYS DIVIDE.
 RZ1836'KEEP RIGHT ON U.S. 12 0.45 MILE TO AN UNDERPASS.  CONTINUE
 RZ1836'0.5 MILE, TURN LEFT ON GRAVEL ROAD AND GO NORTHERLY UP COYOTE
 RZ1836'GULCH FOR 2.7 MILES TO A ROAD LEFT TO A GRAVEL PIT, CONTINUE
 RZ1836'ON MAIN ROAD 0.6 MILE TO THE SUMMIT OF THE LONG GRADE, CONTINUE
 RZ1836'NORTHERLY ON WINDING ROAD 0.7 MILE TO A GATE ON EITHER SIDE
 RZ1836'OF THE ROAD, TURN RIGHT THROUGH GATE AND FOLLOW FIELD ROAD
 RZ1836'SOUTHEASTERLY 0.15 MILE TO A TIN SHED ON THE LEFT, CONTINUE
 RZ1836'SOUTHEASTERLY ACROSS FIELD 1.2 MILES TO THE HIGHEST ROUNDED
 RZ1836'HILL IN THE IMMEDIATE AREA, (FROM HERE, LAND SLOPES GENTLY
 RZ1836'TOWARD RIVER), CONTINUE SOUTHEAST FOR 0.15 MILE, GO IN A
 RZ1836'SOUTHERLY DIRECTION ACROSS THE FIELD, HEADING FOR THE
 RZ1836'HIGH POINT OF THE RIM OVERLOOKING THE CLEARWATER RIVER,
 RZ1836'0.8 MILE TO AN ANGLE IN THE FENCE AND THE STATION.
 RZ1836'
 RZ1836'THE AZIMUTH MARK, STAMPED CATHOLIC 1959, IS A STANDARD DISK
 RZ1836'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 RZ1836'IS 2 FEET NORTH OF THE WIRE FENCE, 3 FEET NORTHEAST OF THE
 RZ1836'NINETH METAL FENCEPOST WEST OF THE T-FENCE CORNER, 1 FOOT EAST
 RZ1836'OF A WHITE WITNESS POST AND ON THE SOUTH EDGE OF A CULTIVATED
 RZ1836'FIELD.
 RZ1836'
 RZ1836'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE FENCE
 RZ1836'WESTERLY 0.1 MILE TO THE T-FENCE CORNER.  WALK WESTERLY 47
 RZ1836'YARDS TO THE MARK.
 RZ1836'
 RZ1836'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 RZ1836'NORTH-NORTHWEST OF SPALDING.
 RZ1836
 RZ1836                          STATION RECOVERY (1970)
 RZ1836
 RZ1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BPA)
 RZ1836'REACHED BY HELICOPTER.  STATION PROPER AND BOTH R.M.S FOUND IN
 RZ1836'GOOD CONDITION.
 RZ1836'
 RZ1836'DID NOT SEARCH FOR AZIMUTH.  1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0940 ***********************************************************************
 OZ0940  DESIGNATION -  CAVE
 OZ0940  PID         -  OZ0940
 OZ0940  STATE/COUNTY-  ID/LINCOLN
 OZ0940  USGS QUAD   -  KINZIE BUTTE (1979)
 OZ0940
 OZ0940                         *CURRENT SURVEY CONTROL
 OZ0940  ___________________________________________________________________
 OZ0940* NAD 83(1992)-  43 06 54.91399(N)    114 21 41.98763(W)     ADJUSTED  
 OZ0940* NAVD 88     -      1407.4    (meters)    4617.     (feet)  VERTCON   
 OZ0940  ___________________________________________________________________
 OZ0940  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 OZ0940  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 OZ0940
 OZ0940  HORZ ORDER  -  SECOND
 OZ0940
 OZ0940.The horizontal coordinates were established by classical geodetic methods
 OZ0940.and adjusted by the National Geodetic Survey in July 1992..
 OZ0940
 OZ0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0940
 OZ0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0940
 OZ0940.The geoid height was determined by GEOID03.
 OZ0940
 OZ0940;                    North         East     Units Scale Factor Converg.
 OZ0940;SPC ID C     -   160,965.376   470,566.346   MT  0.99995802   -0 14 49.9
 OZ0940;UTM  11      - 4,776,992.647   714,649.215   MT  1.00016683   +1 48 14.1
 OZ0940
 OZ0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0940!SPC ID C     -   0.99978155  x   0.99995802  =   0.99973958
 OZ0940!UTM  11      -   0.99978155  x   1.00016683  =   0.99994835
 OZ0940
 OZ0940:                Primary Azimuth Mark                     Grid Az
 OZ0940:SPC ID C     -  KINZIE                                   142 57 01.4
 OZ0940:UTM  11      -  KINZIE                                   140 53 57.4
 OZ0940
 OZ0940|---------------------------------------------------------------------|
 OZ0940| PID    Reference Object                     Distance      Geod. Az  |
 OZ0940|                                                           dddmmss.s |
 OZ0940| OZ0939 KINZIE                              APPROX. 3.8 KM 1424211.5 |
 OZ0940| CD4406 CAVE RM 1                             9.101 METERS 19318     |
 OZ0940| CD4407 CAVE RM 2                            10.458 METERS 33717     |
 OZ0940|---------------------------------------------------------------------|
 OZ0940
 OZ0940                          SUPERSEDED SURVEY CONTROL
 OZ0940
 OZ0940  NAD 83(1986)-  43 06 54.91207(N)    114 21 41.98413(W) AD(       ) 2
 OZ0940  NAD 27      -  43 06 55.25433(N)    114 21 38.82736(W) AD(       ) 2
 OZ0940  NGVD 29 (07/19/86) 1406.4    (m)         4614.     (f) VERT ANG       
 OZ0940
 OZ0940.Superseded values are not recommended for survey control.
 OZ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0940.See file dsdata.txt to determine how the superseded data were derived.
 OZ0940
 OZ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1464976993(NAD 83)
 OZ0940_MARKER: DD = SURVEY DISK
 OZ0940_SETTING: 80 = SET IN A BOULDER
 OZ0940_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OZ0940
 OZ0940  HISTORY     - Date     Condition        Report By
 OZ0940  HISTORY     - 1973     MONUMENTED       USGS
 OZ0940
 OZ0940                          STATION DESCRIPTION
 OZ0940
 OZ0940'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0940'LOCATED ABOUT 13 MI N. OF SHOSHONE, 11 MI NW. OF RICHFIELD,
 OZ0940'ON WEST SIDE OF U.S. HIGHWAY 93 IN LAVA ROCK OUTCROP, 10 FT
 OZ0940'N. OF 4 FT HIGH CAIRN.
 OZ0940'
 OZ0940'TO REACH FROM RR. X-ING AND U.S. HIGHWAY 93 IN SHOSHONE
 OZ0940'TRAVEL N. ON U.S. HIGHWAY 93 FOR 12.9 MI TO STATION ON LEFT
 OZ0940'SIDE OF RD. WHICH IS 0.4 MI S. OF TURNOFF TO RICHFIELD.
 OZ0940'
 OZ0940'STATION MARK--A STANDARD USGS TABLET STAMPED CAVE 1970 SET IN TOP
 OZ0940'OF A BOULDER FLUSH WITH GROUND.
 OZ0940'
 OZ0940'REFERENCE MARK NO. 1--A STANDARD RM TABLET STAMPED CAVE RM NO 1
 OZ0940'1970 SET IN TOP OF A ROCK OUTCROP 2.4 FT BELOW STATION MARK.
 OZ0940'
 OZ0940'REFERENCE MARK NO. 2--A STANDARD RM TABLET STAMPED CAVE RM NO 2
 OZ0940'1970 SET IN A ROCK OUTCROP 1.3 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1767 ***********************************************************************
 RZ1767  DESIGNATION -  CAVEN RESET
 RZ1767  PID         -  RZ1767
 RZ1767  STATE/COUNTY-  ID/NEZ PERCE
 RZ1767  USGS QUAD   -  SOUTHWICK (1990)
 RZ1767
 RZ1767                         *CURRENT SURVEY CONTROL
 RZ1767  ___________________________________________________________________
 RZ1767* NAD 83(1992)-  46 31 58.96744(N)    116 29 17.94700(W)     ADJUSTED  
 RZ1767* NAVD 88     -       927.2    (meters)    3042.     (feet)  VERTCON   
 RZ1767  ___________________________________________________________________
 RZ1767  LAPLACE CORR-           6.87  (seconds)                    DEFLEC99
 RZ1767  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 RZ1767
 RZ1767  HORZ ORDER  -  SECOND
 RZ1767
 RZ1767.The horizontal coordinates were established by classical geodetic methods
 RZ1767.and adjusted by the National Geodetic Survey in July 1992..
 RZ1767
 RZ1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1767
 RZ1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1767
 RZ1767.The geoid height was determined by GEOID03.
 RZ1767
 RZ1767;                    North         East     Units Scale Factor Converg.
 RZ1767;SPC ID W     -   540,952.798   743,362.953   MT  0.99997275   -0 32 09.1
 RZ1767;UTM  11      - 5,153,402.553   539,238.458   MT  0.99961892   +0 22 16.9
 RZ1767
 RZ1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1767!SPC ID W     -   0.99985741  x   0.99997275  =   0.99983017
 RZ1767!UTM  11      -   0.99985741  x   0.99961892  =   0.99947639
 RZ1767
 RZ1767:                Primary Azimuth Mark                     Grid Az
 RZ1767:SPC ID W     -  CAVEN AZ MK                              056 49 33.6
 RZ1767:UTM  11      -  CAVEN AZ MK                              055 55 07.6
 RZ1767
 RZ1767|---------------------------------------------------------------------|
 RZ1767| PID    Reference Object                     Distance      Geod. Az  |
 RZ1767|                                                           dddmmss.s |
 RZ1767| CH6633 CAVEN AZ MK                                        0561724.5 |
 RZ1767| CH6634 CAVEN RM 1                           18.890 METERS 08823     |
 RZ1767| CH6635 CAVEN RM 2                           12.383 METERS 26839     |
 RZ1767|---------------------------------------------------------------------|
 RZ1767
 RZ1767                          SUPERSEDED SURVEY CONTROL
 RZ1767
 RZ1767  NAD 83(1986)-  46 31 58.97288(N)    116 29 17.94254(W) AD(       ) 2
 RZ1767  NAD 27      -  46 31 59.34200(N)    116 29 14.40960(W) AD(       ) 2
 RZ1767  NGVD 29 (07/19/86)  926.2    (m)         3039.     (f) VERT ANG       
 RZ1767
 RZ1767.Superseded values are not recommended for survey control.
 RZ1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1767.See file dsdata.txt to determine how the superseded data were derived.
 RZ1767
 RZ1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM3923853403(NAD 83)
 RZ1767_MARKER: DH = HORIZONTAL CONTROL DISK
 RZ1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1767_STAMPING: CAVEN 1959 1981
 RZ1767_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1767+STABILITY: SURFACE MOTION
 RZ1767
 RZ1767  HISTORY     - Date     Condition        Report By
 RZ1767  HISTORY     - 1981     MONUMENTED       NGS
 RZ1767
 RZ1767                          STATION DESCRIPTION
 RZ1767
 RZ1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RZ1767'THE SURFACE STATION MARK WAS FOUND OUT OF THE GROUND.  REFERENCE MARK
 RZ1767'1 HAD BEEN HIT BY MACHINERY.  RM 2 WAS RECOVERED IN GOOD CONDITION.
 RZ1767'ALTHOUGH IT LOOKS LIKE IT MIGHT HAVE BEEN MOVED AS THE DISTANCE AND
 RZ1767'ANGLE DIFFER BY 0.1 METER (0.3 FT) AND 16 MINUTES COMPARED WITH THE
 RZ1767'1989 OBSERVATION.  THE UNDERGROUND MARK WAS RECOVERED AND A NEW
 RZ1767'SURFACE MARK WAS ESTABLISHED DIRECTLY OVER THE UNDERGROUND MARK.
 RZ1767'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE AZIMUTH MARK WAS
 RZ1767'RECOVERED IN GOOD CONDITION.  THE DISTANCE SHOWN TO THE AZIMUTH MARK
 RZ1767'IS A HORIZONTAL SEA LEVEL DISTANCE.
 RZ1767' 
 RZ1767'THE STATION IS LOCATED ON A NARROW STRIP OF LAND SEPARATING TWO
 RZ1767'CULTIVATED FIELDS ON PROPERTY OWNED BY MR JOE THOMPSON OF LENORE
 RZ1767'IDAHO, 5.6 KM (3.45 MI) NE OF LENORE AND ABOUT 5 KM (3.10 MI) W OF
 RZ1767'CAVENDISH.  TO REACH THE STATION FROM THE W END OF THE BRIDGE OVER THE
 RZ1767'N FORK OF THE CLEARWATER RIVER IN AHSAKA GO W ON COUNTY ROAD P-1 FOR
 RZ1767'12.6 KM (7.80 MI) TO A CROSSROAD, TURN LEFT AND GO 2.6 KM (1.60 MI) TO
 RZ1767'A ROAD FORK, TURN RIGHT AND GO 1.0 KM (0.60 MI) TO THE AZIMUTH MARK ON
 RZ1767'THE LEFT, CONTINUE DOWN HILL 0.16 KM (0.10 MI) TO BOTTOM OF HILL AND A
 RZ1767'FIELD ROAD ON THE LEFT.  TURN LEFT ON FIELD ROAD AND GO 0.32 KM (0.20
 RZ1767'MI) TO THE TOP OF HILL AND STATION.  IF FIELD IS IN CULTIVATION PACK
 RZ1767'SOUTH ALONG FENCE LINE ABOUT 0.24 KM (0.15 MI) TO A FENCE CORNER, THEN
 RZ1767'WEST UPHILL .16 KM (0.10 MI) TO THE STATION.  IT IS ABOUT A 15 MINUTE
 RZ1767'PACK.
 RZ1767' 
 RZ1767'THE STATION IS A STANDARD NGS DISK STAMPED---CAVEN 1959 1981---, SET
 RZ1767'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER,
 RZ1767'PROJECTING 15 CM ABOVE THE GROUND.  THE STATION IS LOCATED 1.45 METERS
 RZ1767'(4.76 FT) W FROM A WITNESS POST.
 RZ1767' 
 RZ1767'REFERENCE MARK NO 2 IS A STANDARD USCGS DISK STAMPED---CAVEN NO 2
 RZ1767'1959---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN
 RZ1767'DIAMETER, PROJECTING 25 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 RZ1767'11.1 METERS (36.4 FT) W FROM A METAL WITNESS POST, 1 METERS (3.3 FT) E
 RZ1767'OF WHERE THE FILD DROPS SHARPLY TO THE WEST, AND 0.3 METERS (1.0 FT)
 RZ1767'LOWER THAN THE STATION.
 RZ1767' 
 RZ1767'REFERENCE MARK NO 3 IS A STANDARD USCGS DISK STAMPED---CAVEN 1959 NO 3
 RZ1767'1981---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN
 RZ1767'DIAMETER, PROJECTING 15 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 RZ1767'11.4 METERS (37.4 FT) E FROM A METAL WITNESS POST, AND 0.2 METERS (0.7
 RZ1767'FT) HIGHER THAN THE STATION.
 RZ1767' 
 RZ1767'AZIMUTH MARK NO 1 IS A STANDARD USCGS DISK STAMPED---CAVEN 1959--, SET
 RZ1767'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER,
 RZ1767'PROJECTING 5 CM ABOVE THE GROUND.  THE STATION IS LOCATED 6.0 METERS
 RZ1767'(19.7 FT) S FROM THE CENTERLINE OF ROAD,0.50 METERS E FROM A METAL
 RZ1767'WITNESS POST, 0.32 METER (1.05 FT) W FROM A TELEPHONE POLE NUMBER 34.
 RZ1767'TO REACH FROM THE AZIMUTH MARK FROM THE CROSSROADS GO W 2.6 KM (1.60
 RZ1767'MI) TO A ROAD FORK, KEEP RIGHT AND GO 1.0 KM (0.60 MI) TO THE MARK ON
 RZ1767'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1679 ***********************************************************************
 NU1679  DESIGNATION -  CAVIAH
 NU1679  PID         -  NU1679
 NU1679  STATE/COUNTY-  ID/BLAINE
 NU1679  USGS QUAD   -  LAKE WALCOTT WEST (1984)
 NU1679
 NU1679                         *CURRENT SURVEY CONTROL
 NU1679  ___________________________________________________________________
 NU1679* NAD 83(1992)-  42 40 52.25408(N)    113 28 14.84013(W)     ADJUSTED  
 NU1679* NAVD 88     -      1289.3    (meters)    4230.     (feet)  VERTCON   
 NU1679  ___________________________________________________________________
 NU1679  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 NU1679  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 NU1679
 NU1679  HORZ ORDER  -  SECOND
 NU1679
 NU1679.The horizontal coordinates were established by classical geodetic methods
 NU1679.and adjusted by the National Geodetic Survey in July 1992..
 NU1679
 NU1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1679
 NU1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1679
 NU1679.The geoid height was determined by GEOID03.
 NU1679
 NU1679;                    North         East     Units Scale Factor Converg.
 NU1679;SPC ID C     -   112,818.807   543,372.588   MT  0.99997050   +0 21 31.6
 NU1679;UTM  12      - 4,728,371.496   297,566.788   MT  1.00010419   -1 40 32.0
 NU1679
 NU1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1679!SPC ID C     -   0.99980007  x   0.99997050  =   0.99977058
 NU1679!UTM  12      -   0.99980007  x   1.00010419  =   0.99990424
 NU1679
 NU1679|---------------------------------------------------------------------|
 NU1679| PID    Reference Object                     Distance      Geod. Az  |
 NU1679|                                                           dddmmss.s |
 NU1679| CM5287 CAVIAH RM 1                           7.232 METERS 14749     |
 NU1679| CM5288 CAVIAH RM 2                           7.028 METERS 21442     |
 NU1679| CM5286 CAVIAH AZ MK                                       2455159.7 |
 NU1679|---------------------------------------------------------------------|
 NU1679
 NU1679                          SUPERSEDED SURVEY CONTROL
 NU1679
 NU1679  NAD 83(1986)-  42 40 52.25348(N)    113 28 14.83432(W) AD(       ) 2
 NU1679  NAD 27      -  42 40 52.58500(N)    113 28 11.82400(W) AD(       ) 2
 NU1679  NGVD 29 (07/19/86) 1288.3    (m)         4227.     (f) VERT ANG       
 NU1679
 NU1679.Superseded values are not recommended for survey control.
 NU1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1679.See file dsdata.txt to determine how the superseded data were derived.
 NU1679
 NU1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN9756728371(NAD 83)
 NU1679_MARKER: DS = TRIANGULATION STATION DISK
 NU1679_SETTING: 66 = SET IN ROCK OUTCROP
 NU1679
 NU1679  HISTORY     - Date     Condition        Report By
 NU1679  HISTORY     - 1950     MONUMENTED       CGS
 NU1679
 NU1679                          STATION DESCRIPTION
 NU1679
 NU1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1679'THE STATION IS LOCATED ON A LOW ROCKY RIDGE THAT IS ON THE
 NU1679'NORTH SHORE OF LAKE WALCOTT.  IT IS ABOUT 3/4 MILE NORTH-NORTHEAST
 NU1679'OF THE MINIDOKA DAM, ABOUT 11 MILES AIRLINE NORTHEAST OF
 NU1679'RUPERT, AND ABOUT 5 MILES AIRLINE SOUTH OF MINIDOKA.
 NU1679'
 NU1679'THE STATION IS 30 FEET SOUTH OF A WIRE FENCE, 55 FEET SOUTH OF
 NU1679'THE CENTER LINE OF THE ROAD, AND 8 FEET SOUTHWEST OF A 5-FOOT
 NU1679'CAIRN.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 NU1679'BEDROCK THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED--CAVIAH 1950.
 NU1679'
 NU1679'REFERENCE MARK NUMBER ONE IS 27 FEET SOUTH OF THE CAIRN, AND
 NU1679'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS A STANDARD DISK
 NU1679'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 6
 NU1679'INCHES.  THE DISK IS STAMPED--CAVIAH NO 1 1950.
 NU1679'
 NU1679'REFERENCE MARK NUMBER TWO IS 40 FEET SOUTH OF THE FENCE LINE,
 NU1679'AND ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS A STANDARD
 NU1679'DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH.
 NU1679'THE DISK IS STAMPED CAVIAH NO 2 1950.
 NU1679'
 NU1679'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTER LINE OF THE
 NU1679'ROAD, 32 FEET NORTH OF THE FENCE LINE, AND 4-1/2 FEET EAST OF A
 NU1679'WHITE WITNESS POST.  IT IS A STANDARD DISK SET IN A DRILL
 NU1679'HOLE IN BEDROCK THAT PROJECTS 3 INCHES.  THE DISK IS
 NU1679'STAMPED--CAVIAH 1950.  TO REACH THE MARK FROM THE STATION GO
 NU1679'WESTERLY ON THE ROAD FOR 0.6 MILE TO THE MARK ON THE
 NU1679'LEFT.
 NU1679'
 NU1679'TO REACH THE STATION FROM THE POST OFFICE IN ACEQUIA GO NORTH
 NU1679'FOR 0.2 MILE TO A PAVED ROAD.  TURN RIGHT AS PER SIGN MINIDOKA
 NU1679'AND GO 0.7 MILE TO A PAVED ROAD RIGHT.  TURN RIGHT AS PER
 NU1679'SIGN MINIDOKA DAM AND GO 5.0 MILES TO A FORK.  TAKE THE LEFT
 NU1679'FORK AND GO 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.3
 NU1679'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE TO A
 NU1679'FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE TO A FORK.  TAKE
 NU1679'THE LEFT FORK AND GO 0.7 MILE TO THE STATION ON THE RIGHT.
 NU1679'
 NU1679'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0102 ***********************************************************************
 OZ0102  DESIGNATION -  CC
 OZ0102  PID         -  OZ0102
 OZ0102  STATE/COUNTY-  ID/BLAINE
 OZ0102  USGS QUAD   -  PICABO (1979)
 OZ0102
 OZ0102                         *CURRENT SURVEY CONTROL
 OZ0102  ___________________________________________________________________
 OZ0102* NAD 83(1986)-  43 17 29.     (N)    114 00 22.     (W)     SCALED    
 OZ0102* NAVD 88     -      1461.418  (meters)    4794.67   (feet)  ADJUSTED  
 OZ0102  ___________________________________________________________________
 OZ0102  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 OZ0102  DYNAMIC HT  -        1460.604 (meters)    4792.00  (feet)  COMP
 OZ0102  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 OZ0102
 OZ0102  VERT ORDER  -  SECOND    CLASS 0
 OZ0102
 OZ0102.The horizontal coordinates were scaled from a topographic map and have
 OZ0102.an estimated accuracy of +/- 6 seconds.
 OZ0102
 OZ0102.The orthometric height was determined by differential leveling
 OZ0102.and adjusted by the National Geodetic Survey in June 1991..
 OZ0102
 OZ0102.The geoid height was determined by GEOID03.
 OZ0102
 OZ0102.The dynamic height is computed by dividing the NAVD 88
 OZ0102.geopotential number by the normal gravity value computed on the
 OZ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0102.degrees latitude (g = 980.6199 gals.).
 OZ0102
 OZ0102.The modeled gravity was interpolated from observed gravity values.
 OZ0102
 OZ0102;                    North         East    Units  Estimated Accuracy
 OZ0102;SPC ID C     -   180,470.      499,500.      MT  (+/- 180 meters Scaled)
 OZ0102
 OZ0102                          SUPERSEDED SURVEY CONTROL
 OZ0102
 OZ0102  NGVD 29 (??/??/92) 1460.383  (m)         4791.27   (f) ADJ UNCH    2 0
 OZ0102
 OZ0102.Superseded values are not recommended for survey control.
 OZ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0102.See file dsdata.txt to determine how the superseded data were derived.
 OZ0102
 OZ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH428975(NAD 83)
 OZ0102_MARKER: N = NAIL
 OZ0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0102_SP_SET: TREE
 OZ0102_STAMPING: CC
 OZ0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0102
 OZ0102  HISTORY     - Date     Condition        Report By
 OZ0102  HISTORY     - UNK      MONUMENTED       CGS
 OZ0102  HISTORY     - 1958     GOOD             NGS
 OZ0102
 OZ0102                          STATION DESCRIPTION
 OZ0102
 OZ0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OZ0102'3.5 MI SE FROM PICABO.
 OZ0102'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 23 FROM THE PICABO TRADING
 OZ0102'POST AT PICABO, IN THE NORTHWEST ROOT OF A 40-INCH COTTONWOOD TREE
 OZ0102'(THE EAST ONE OF THREE COTTONWOODS), 65 FEET NORTHWEST OF THE CENTER
 OZ0102'LINE OF THE HIGHWAY, ON THE SOUTHEAST BANK OF AN IRRIGATION DITCH AND
 OZ0102'ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0956 ***********************************************************************
 NU0956  DESIGNATION -  CC
 NU0956  PID         -  NU0956
 NU0956  STATE/COUNTY-  ID/CASSIA
 NU0956  USGS QUAD   -  MALTA (1968)
 NU0956
 NU0956                         *CURRENT SURVEY CONTROL
 NU0956  ___________________________________________________________________
 NU0956* NAD 83(1986)-  42 21 01.     (N)    113 22 11.     (W)     SCALED    
 NU0956* NAVD 88     -      1365.188  (meters)    4478.95   (feet)  ADJUSTED  
 NU0956  ___________________________________________________________________
 NU0956  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 NU0956  DYNAMIC HT  -        1364.333 (meters)    4476.15  (feet)  COMP
 NU0956  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 NU0956
 NU0956  VERT ORDER  -  FIRST     CLASS II
 NU0956
 NU0956.The horizontal coordinates were scaled from a topographic map and have
 NU0956.an estimated accuracy of +/- 6 seconds.
 NU0956
 NU0956.The orthometric height was determined by differential leveling
 NU0956.and adjusted by the National Geodetic Survey in June 1991..
 NU0956
 NU0956.The geoid height was determined by GEOID03.
 NU0956
 NU0956.The dynamic height is computed by dividing the NAVD 88
 NU0956.geopotential number by the normal gravity value computed on the
 NU0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0956.degrees latitude (g = 980.6199 gals.).
 NU0956
 NU0956.The modeled gravity was interpolated from observed gravity values.
 NU0956
 NU0956;                    North         East    Units  Estimated Accuracy
 NU0956;SPC ID C     -    76,120.      551,930.      MT  (+/- 180 meters Scaled)
 NU0956
 NU0956                          SUPERSEDED SURVEY CONTROL
 NU0956
 NU0956  NGVD 29 (??/??/92) 1364.163  (m)         4475.59   (f) ADJ UNCH    1 2
 NU0956
 NU0956.Superseded values are not recommended for survey control.
 NU0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0956.See file dsdata.txt to determine how the superseded data were derived.
 NU0956
 NU0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM048913(NAD 83)
 NU0956_MARKER: DD = SURVEY DISK
 NU0956_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU0956_SP_SET: PREFAB CONC. POST IN EARTH
 NU0956_STAMPING: CC
 NU0956_MARK LOGO: IDPWD 
 NU0956_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0956
 NU0956  HISTORY     - Date     Condition        Report By
 NU0956  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0956  HISTORY     - 1958     GOOD             NGS
 NU0956  HISTORY     - 19741206 GOOD             USGS
 NU0956
 NU0956                          STATION DESCRIPTION
 NU0956
 NU0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0956'2.95 MI N FROM MALTA.
 NU0956'2.95 MILES NORTH ALONG U.S. HIGHWAY 30 SOUTH FROM THE POST OFFICE AT
 NU0956'MALTA, 0.25 MILE SOUTH OF MILEPOST 270, 55 FEET NORTHWEST OF THE
 NU0956'CENTER OF THE JUNCTION OF AN EAST-WEST GRAVEL ROAD, 49 FEET WEST OF
 NU0956'THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTH OF THE CENTER LINE OF
 NU0956'THE ROAD, 0.4 FOOT EAST OF A STEEL POST PROJECTING 2.0 FEET ABOVE THE
 NU0956'GROUND, 1/2 FOOT LOWER THAN THE HIGHWAY, LEVEL WITH THE ROAD, AND SET
 NU0956'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 NU0956
 NU0956                          STATION RECOVERY (1974)
 NU0956
 NU0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0916 ***********************************************************************
 RZ0916  DESIGNATION -  CC 23 IDDT
 RZ0916  PID         -  RZ0916
 RZ0916  STATE/COUNTY-  ID/NEZ PERCE
 RZ0916  USGS QUAD   -  CLARKSTON (1971)
 RZ0916
 RZ0916                         *CURRENT SURVEY CONTROL
 RZ0916  ___________________________________________________________________
 RZ0916* NAD 83(1986)-  46 28 15.     (N)    117 01 55.     (W)     SCALED    
 RZ0916* NAVD 88     -       830.596  (meters)    2725.05   (feet)  ADJUSTED  
 RZ0916  ___________________________________________________________________
 RZ0916  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 RZ0916  DYNAMIC HT  -         830.535 (meters)    2724.85  (feet)  COMP
 RZ0916  MODELED GRAV-     980,512.5   (mgal)                       NAVD 88
 RZ0916
 RZ0916  VERT ORDER  -  FIRST     CLASS II
 RZ0916
 RZ0916.The horizontal coordinates were scaled from a topographic map and have
 RZ0916.an estimated accuracy of +/- 6 seconds.
 RZ0916
 RZ0916.The orthometric height was determined by differential leveling
 RZ0916.and adjusted by the National Geodetic Survey in June 1991..
 RZ0916.WARNING-Repeat measurements at this control monument indicate possible
 RZ0916.vertical movement.
 RZ0916
 RZ0916.The geoid height was determined by GEOID03.
 RZ0916
 RZ0916.The dynamic height is computed by dividing the NAVD 88
 RZ0916.geopotential number by the normal gravity value computed on the
 RZ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0916.degrees latitude (g = 980.6199 gals.).
 RZ0916
 RZ0916.The modeled gravity was interpolated from observed gravity values.
 RZ0916
 RZ0916;                    North         East    Units  Estimated Accuracy
 RZ0916;SPC ID W     -   534,570.      701,550.      MT  (+/- 180 meters Scaled)
 RZ0916
 RZ0916                          SUPERSEDED SURVEY CONTROL
 RZ0916
 RZ0916  NGVD 29 (??/??/92)  829.544  (m)         2721.60   (f) ADJ UNCH    1 2
 RZ0916
 RZ0916.Superseded values are not recommended for survey control.
 RZ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0916.See file dsdata.txt to determine how the superseded data were derived.
 RZ0916
 RZ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM975463(NAD 83)
 RZ0916_MARKER: DD = SURVEY DISK
 RZ0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0916_STAMPING: CC 23 1933
 RZ0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0916+STABILITY: SURFACE MOTION
 RZ0916
 RZ0916  HISTORY     - Date     Condition        Report By
 RZ0916  HISTORY     - 1933     MONUMENTED       IDDT
 RZ0916  HISTORY     - 1952     GOOD             NGS
 RZ0916  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0916
 RZ0916                          STATION DESCRIPTION
 RZ0916
 RZ0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0916'5.8 MI S FROM UNIONTOWN, WA.
 RZ0916'5.0 MILES SOUTH ALONG U. S. HIGHWAY 195 FROM THE COMMUNITY BUILDING AT
 RZ0916'UNIONTOWN, THENCE 0.8 MILE SOUTH ALONG U. S. HIGHWAY 95, 40 1/2 FEET
 RZ0916'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTHEAST OF POWER
 RZ0916'LINE POLE NO. 5, 7 1/2 FEET EAST OF THE T IN A FENCE LINE, 1.8 FEET
 RZ0916'EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET
 RZ0916'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 RZ0916
 RZ0916                          STATION RECOVERY (1980)
 RZ0916
 RZ0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0916'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THERE
 RZ0916'HAS BEEN HIGHWAY CONSTRUCTION IN THE DESCRIBED LOCATION, MARK PRESUMED
 RZ0916'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0652 ***********************************************************************
 SV0652  DESIGNATION -  CC 285 IDDT
 SV0652  PID         -  SV0652
 SV0652  STATE/COUNTY-  ID/KOOTENAI
 SV0652  USGS QUAD   -  LIBERTY LAKE (1973)
 SV0652
 SV0652                         *CURRENT SURVEY CONTROL
 SV0652  ___________________________________________________________________
 SV0652* NAD 83(1986)-  47 44 39.     (N)    117 01 22.     (W)     SCALED    
 SV0652* NAVD 88     -       655.949  (meters)    2152.06   (feet)  ADJUSTED  
 SV0652  ___________________________________________________________________
 SV0652  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 SV0652  DYNAMIC HT  -         655.987 (meters)    2152.18  (feet)  COMP
 SV0652  MODELED GRAV-     980,648.9   (mgal)                       NAVD 88
 SV0652
 SV0652  VERT ORDER  -  FIRST     CLASS II
 SV0652
 SV0652.The horizontal coordinates were scaled from a topographic map and have
 SV0652.an estimated accuracy of +/- 6 seconds.
 SV0652
 SV0652.The orthometric height was determined by differential leveling
 SV0652.and adjusted by the National Geodetic Survey in June 1991..
 SV0652
 SV0652.The geoid height was determined by GEOID03.
 SV0652
 SV0652.The dynamic height is computed by dividing the NAVD 88
 SV0652.geopotential number by the normal gravity value computed on the
 SV0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0652.degrees latitude (g = 980.6199 gals.).
 SV0652
 SV0652.The modeled gravity was interpolated from observed gravity values.
 SV0652
 SV0652;                    North         East    Units  Estimated Accuracy
 SV0652;SPC ID W     -   676,110.      704,560.      MT  (+/- 180 meters Scaled)
 SV0652
 SV0652                          SUPERSEDED SURVEY CONTROL
 SV0652
 SV0652  NGVD 29 (??/??/92)  654.778  (m)         2148.22   (f) ADJ UNCH    1 2
 SV0652
 SV0652.Superseded values are not recommended for survey control.
 SV0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0652.See file dsdata.txt to determine how the superseded data were derived.
 SV0652
 SV0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN982878(NAD 83)
 SV0652_MARKER: DD = SURVEY DISK
 SV0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0652_STAMPING: CC 285 1944 P.O.T. 56+69.5 40.00
 SV0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0652+STABILITY: SURFACE MOTION
 SV0652
 SV0652  HISTORY     - Date     Condition        Report By
 SV0652  HISTORY     - 1944     MONUMENTED       IDDT
 SV0652  HISTORY     - 1944     GOOD             NGS
 SV0652  HISTORY     - 1980     GOOD
 SV0652
 SV0652                          STATION DESCRIPTION
 SV0652
 SV0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0652'0.55 MI SW FROM HAUSER.
 SV0652'0.55 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0652'STATION AT HAUSER, ALONG STATE HIGHWAY NO. 53, ON THE NORTHWEST SIDE
 SV0652'OF HIGHWAY FROM THE TRACK, SET BETWEEN TWO ROCK CUTS, 40 FEET
 SV0652'NORTHWEST OF CENTER-LINE OF HIGHWAY, 2 FEET NORTHEAST OF REFERENCE
 SV0652'POST, 2 FEET SOUTHEAST OF FENCE.  A IDAHO STATE HIGHWAY RIGHT-OF-WAY
 SV0652'BRONZE DISK SET IN TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 SV0652
 SV0652                          STATION RECOVERY (1980)
 SV0652
 SV0652'RECOVERED 1980
 SV0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0104 ***********************************************************************
 TO0104  DESIGNATION -  CC 305
 TO0104  PID         -  TO0104
 TO0104  STATE/COUNTY-  ID/BOUNDARY
 TO0104  USGS QUAD   -  
 TO0104
 TO0104                         *CURRENT SURVEY CONTROL
 TO0104  ___________________________________________________________________
 TO0104* NAD 83(1986)-  49 00 02.     (N)    116 10 53.     (W)     SCALED    
 TO0104* NAVD 88     -       805.185  (meters)    2641.68   (feet)  ADJUSTED  
 TO0104  ___________________________________________________________________
 TO0104  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 TO0104  DYNAMIC HT  -         805.255 (meters)    2641.91  (feet)  COMP
 TO0104  MODELED GRAV-     980,670.2   (mgal)                       NAVD 88
 TO0104
 TO0104  VERT ORDER  -  FIRST     CLASS II
 TO0104
 TO0104.The horizontal coordinates were scaled from a topographic map and have
 TO0104.an estimated accuracy of +/- 6 seconds.
 TO0104
 TO0104.The orthometric height was determined by differential leveling
 TO0104.and adjusted by the National Geodetic Survey in June 1991..
 TO0104
 TO0104.The geoid height was determined by GEOID03.
 TO0104
 TO0104.The dynamic height is computed by dividing the NAVD 88
 TO0104.geopotential number by the normal gravity value computed on the
 TO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0104.degrees latitude (g = 980.6199 gals.).
 TO0104
 TO0104.The modeled gravity was interpolated from observed gravity values.
 TO0104
 TO0104;                    North         East    Units  Estimated Accuracy
 TO0104;SPC ID W     -   815,110.      768,440.      MT  (+/- 180 meters Scaled)
 TO0104
 TO0104                          SUPERSEDED SURVEY CONTROL
 TO0104
 TO0104  NGVD 29 (??/??/92)  803.961  (m)         2637.66   (f) ADJ UNCH    1 2
 TO0104
 TO0104.Superseded values are not recommended for survey control.
 TO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0104.See file dsdata.txt to determine how the superseded data were derived.
 TO0104
 TO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ598278(NAD 83)
 TO0104_MARKER: DB = BENCH MARK DISK
 TO0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0104_SP_SET: CONCRETE BASE
 TO0104_STAMPING: CC 305 1946
 TO0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0104
 TO0104  HISTORY     - Date     Condition        Report By
 TO0104  HISTORY     - 1946     MONUMENTED       CGS
 TO0104
 TO0104                          STATION DESCRIPTION
 TO0104
 TO0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TO0104'IN EASTPORT.
 TO0104'AT EASTPORT, AT THE INTERNATIONAL BOUNDARY, IN TOP OF THE SOUTHEAST
 TO0104'CORNER OF THE CONCRETE BASE OF BOUNDARY MONUMENT NO. 216-B, AND 34.5
 TO0104'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0418 ***********************************************************************
 QB0418  DESIGNATION -  CC 321
 QB0418  PID         -  QB0418
 QB0418  STATE/COUNTY-  ID/WASHINGTON
 QB0418  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0418
 QB0418                         *CURRENT SURVEY CONTROL
 QB0418  ___________________________________________________________________
 QB0418* NAD 83(1986)-  44 33 56.     (N)    116 35 20.     (W)     SCALED    
 QB0418* NAVD 88     -       825.850  (meters)    2709.48   (feet)  ADJUSTED  
 QB0418  ___________________________________________________________________
 QB0418  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 QB0418  DYNAMIC HT  -         825.606 (meters)    2708.68  (feet)  COMP
 QB0418  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 QB0418
 QB0418  VERT ORDER  -  FIRST     CLASS II
 QB0418
 QB0418.The horizontal coordinates were scaled from a topographic map and have
 QB0418.an estimated accuracy of +/- 6 seconds.
 QB0418
 QB0418.The orthometric height was determined by differential leveling
 QB0418.and adjusted by the National Geodetic Survey in June 1991..
 QB0418.WARNING-Repeat measurements at this control monument indicate possible
 QB0418.vertical movement.
 QB0418
 QB0418.The geoid height was determined by GEOID03.
 QB0418
 QB0418.The dynamic height is computed by dividing the NAVD 88
 QB0418.geopotential number by the normal gravity value computed on the
 QB0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0418.degrees latitude (g = 980.6199 gals.).
 QB0418
 QB0418.The modeled gravity was interpolated from observed gravity values.
 QB0418
 QB0418;                    North         East    Units  Estimated Accuracy
 QB0418;SPC ID W     -   322,370.      733,360.      MT  (+/- 180 meters Scaled)
 QB0418
 QB0418                          SUPERSEDED SURVEY CONTROL
 QB0418
 QB0418  NGVD 29 (??/??/92)  824.805  (m)         2706.05   (f) ADJ UNCH    1 2
 QB0418
 QB0418.Superseded values are not recommended for survey control.
 QB0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0418.See file dsdata.txt to determine how the superseded data were derived.
 QB0418
 QB0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK326347(NAD 83)
 QB0418_MARKER: DD = SURVEY DISK
 QB0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0418_STAMPING: CC 321 1946
 QB0418_MARK LOGO: IDPWD 
 QB0418_PROJECTION: PROJECTING 10 CENTIMETERS
 QB0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0418+STABILITY: SURFACE MOTION
 QB0418
 QB0418  HISTORY     - Date     Condition        Report By
 QB0418  HISTORY     - 1946     MONUMENTED       IDPWD
 QB0418  HISTORY     - 1967     GOOD             NGS
 QB0418  HISTORY     - 1983     GOOD             NGS
 QB0418
 QB0418                          STATION DESCRIPTION
 QB0418
 QB0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0418'4.6 MI E FROM CAMBRIDGE.
 QB0418'4.6 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0418'CAMBRIDGE, 0.15 MILE EAST OF MILE POST NO. 122, 41 FEET NORTHWEST OF
 QB0418'THE CENTER LINE OF THE HIGHWAY, 18 FEET EAST OF POWER POLE NO. 62 WITH
 QB0418'A WITNESS SIGN NAILED ON IT, 0.5 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE
 QB0418'AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY SET IN A 5-INCH SQUARE
 QB0418'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 QB0418
 QB0418                          STATION RECOVERY (1983)
 QB0418
 QB0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0418'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.5 KM
 QB0418'(4.65 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0418'71 IN CAMBRIDGE, ON THE INSIDE OF AND AT THE SOUTHWEST END OF A CURVE,
 QB0418'25.7 METERS (84.5 FT) NORTH ACROSS THE HIGHWAY FROM MILEPOST 118,
 QB0418'12.5 METERS (41 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 QB0418'5.5 METERS (18 FT) NORTHEAST OF POWER LINE POLE 62 WHICH IS THE FIRST
 QB0418'POLE SOUTHWEST OF A POLE WITH A GUY LINE CROSSING THE HIGHWAY, 0.3
 QB0418'METER (1 FT) SOUTHEAST OF A FENCE.
 QB0418'THE MARK IS 0.1 METERS  SE FROM A WITNESS POST.
 QB0418'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0512 ***********************************************************************
 RZ0512  DESIGNATION -  CC 348
 RZ0512  PID         -  RZ0512
 RZ0512  STATE/COUNTY-  ID/LATAH
 RZ0512  USGS QUAD   -  TEXAS RIDGE (1994)
 RZ0512
 RZ0512                         *CURRENT SURVEY CONTROL
 RZ0512  ___________________________________________________________________
 RZ0512* NAD 83(1986)-  46 39 34.     (N)    116 36 32.     (W)     SCALED    
 RZ0512* NAVD 88     -       780.013  (meters)    2559.09   (feet)  ADJUSTED  
 RZ0512  ___________________________________________________________________
 RZ0512  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RZ0512  DYNAMIC HT  -         779.973 (meters)    2558.96  (feet)  COMP
 RZ0512  MODELED GRAV-     980,535.7   (mgal)                       NAVD 88
 RZ0512
 RZ0512  VERT ORDER  -  SECOND    CLASS 0
 RZ0512
 RZ0512.The horizontal coordinates were scaled from a topographic map and have
 RZ0512.an estimated accuracy of +/- 6 seconds.
 RZ0512
 RZ0512.The orthometric height was determined by differential leveling
 RZ0512.and adjusted by the National Geodetic Survey in June 1991..
 RZ0512
 RZ0512.The geoid height was determined by GEOID03.
 RZ0512
 RZ0512.The dynamic height is computed by dividing the NAVD 88
 RZ0512.geopotential number by the normal gravity value computed on the
 RZ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0512.degrees latitude (g = 980.6199 gals.).
 RZ0512
 RZ0512.The modeled gravity was interpolated from observed gravity values.
 RZ0512
 RZ0512;                    North         East    Units  Estimated Accuracy
 RZ0512;SPC ID W     -   555,100.      734,270.      MT  (+/- 180 meters Scaled)
 RZ0512
 RZ0512                          SUPERSEDED SURVEY CONTROL
 RZ0512
 RZ0512  NGVD 29 (??/??/92)  778.944  (m)         2555.59   (f) ADJ UNCH    2 0
 RZ0512
 RZ0512.Superseded values are not recommended for survey control.
 RZ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0512.See file dsdata.txt to determine how the superseded data were derived.
 RZ0512
 RZ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM299673(NAD 83)
 RZ0512_MARKER: DB = BENCH MARK DISK
 RZ0512_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0512_SP_SET: OUTCROP
 RZ0512_STAMPING: CC 348 1952
 RZ0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0512+STABILITY: POSITION/ELEVATION WELL
 RZ0512
 RZ0512  HISTORY     - Date     Condition        Report By
 RZ0512  HISTORY     - 1952     MONUMENTED       CGS
 RZ0512
 RZ0512                          STATION DESCRIPTION
 RZ0512
 RZ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0512'4.9 MI NE FROM KENDRICK.
 RZ0512'0.6 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RZ0512'AT KENDRICK, THENCE 4.3 MILES NORTHEAST ALONG STATE HIGHWAY 7, AT THE
 RZ0512'SUMMIT OF A LONG GRADE, IN THE TOP OF A LARGE GREY OUTCROP, 78 FEET
 RZ0512'NORTHWEST OF A LONE 48-INCH PINE TREE, 68 FEET NORTHEAST OF THE CENTER
 RZ0512'LINE OF THE HIGHWAY, 44 FEET NORTH OF A FENCE CORNER POST, AND ABOUT 3
 RZ0512'FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0387 ***********************************************************************
 NU0387  DESIGNATION -  CC 81
 NU0387  PID         -  NU0387
 NU0387  STATE/COUNTY-  ID/ONEIDA
 NU0387  USGS QUAD   -  IRELAND SPRINGS (1968)
 NU0387
 NU0387                         *CURRENT SURVEY CONTROL
 NU0387  ___________________________________________________________________
 NU0387* NAD 83(1986)-  42 09 57.     (N)    112 26 44.     (W)     SCALED    
 NU0387* NAVD 88     -      1732.782  (meters)    5684.97   (feet)  ADJUSTED  
 NU0387  ___________________________________________________________________
 NU0387  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NU0387  DYNAMIC HT  -        1731.565 (meters)    5680.98  (feet)  COMP
 NU0387  MODELED GRAV-     979,857.4   (mgal)                       NAVD 88
 NU0387
 NU0387  VERT ORDER  -  SECOND    CLASS 0
 NU0387
 NU0387.The horizontal coordinates were scaled from a topographic map and have
 NU0387.an estimated accuracy of +/- 6 seconds.
 NU0387
 NU0387.The orthometric height was determined by differential leveling
 NU0387.and adjusted by the National Geodetic Survey in June 1991..
 NU0387
 NU0387.The geoid height was determined by GEOID03.
 NU0387
 NU0387.The dynamic height is computed by dividing the NAVD 88
 NU0387.geopotential number by the normal gravity value computed on the
 NU0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0387.degrees latitude (g = 980.6199 gals.).
 NU0387
 NU0387.The modeled gravity was interpolated from observed gravity values.
 NU0387
 NU0387;                    North         East    Units  Estimated Accuracy
 NU0387;SPC ID E     -    55,480.      176,960.      MT  (+/- 180 meters Scaled)
 NU0387
 NU0387                          SUPERSEDED SURVEY CONTROL
 NU0387
 NU0387  NGVD 29 (??/??/92) 1731.674  (m)         5681.33   (f) ADJ UNCH    2 0
 NU0387
 NU0387.Superseded values are not recommended for survey control.
 NU0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0387.See file dsdata.txt to determine how the superseded data were derived.
 NU0387
 NU0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM805692(NAD 83)
 NU0387_MARKER: DB = BENCH MARK DISK
 NU0387_SETTING: 80 = SET IN A BOULDER
 NU0387_SP_SET: BOULDER
 NU0387_STAMPING: CC 81 1934
 NU0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0387+STABILITY: SURFACE MOTION
 NU0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NU0387+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2002
 NU0387
 NU0387  HISTORY     - Date     Condition        Report By
 NU0387  HISTORY     - 1934     MONUMENTED       CGS
 NU0387  HISTORY     - 20021119 GOOD             IDTD
 NU0387
 NU0387                          STATION DESCRIPTION
 NU0387
 NU0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0387'11.9 MI W FROM MALAD CITY.
 NU0387'11.9 MILES WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT MALAD
 NU0387'CITY, 0.3 MILE EAST OF A SUMMIT, 60 FEET WEST OF A SMALL DRAW, IN A
 NU0387'BOULDER, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET
 NU0387'HIGHER THAN THE HIGHWAY.
 NU0387
 NU0387                          STATION RECOVERY (2002)
 NU0387
 NU0387'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (RRE)
 NU0387'THE ROAD IS NOW DESIGNATED STATE HIGHWAY 38, NOT 37.  SET ORANGE POST
 NU0387'WITH IDAHO TRANSPORTATION DEPARTMENT LABEL ABOUT TEN FOOT NORTH OF
 NU0387'MARK. THE MARK IS STABLE, BUT THE OUTCROP IS ERODING AROUND IT. THE
 NU0387'MARK IS AS DESCRIBED AND ABOUT 250 FEET WEST OF HIGHWAY MILEPOST 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0315 ***********************************************************************
 OY0315  DESIGNATION -  CC 96
 OY0315  PID         -  OY0315
 OY0315  STATE/COUNTY-  ID/BINGHAM
 OY0315  USGS QUAD   -  BLACKFOOT (1971)
 OY0315
 OY0315                         *CURRENT SURVEY CONTROL
 OY0315  ___________________________________________________________________
 OY0315* NAD 83(1986)-  43 13 33.     (N)    112 20 29.     (W)     SCALED    
 OY0315* NAVD 88     -      1373.510  (meters)    4506.26   (feet)  ADJUSTED  
 OY0315  ___________________________________________________________________
 OY0315  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 OY0315  DYNAMIC HT  -        1372.763 (meters)    4503.81  (feet)  COMP
 OY0315  MODELED GRAV-     980,028.7   (mgal)                       NAVD 88
 OY0315
 OY0315  VERT ORDER  -  SECOND    CLASS 0
 OY0315
 OY0315.The horizontal coordinates were scaled from a topographic map and have
 OY0315.an estimated accuracy of +/- 6 seconds.
 OY0315
 OY0315.The orthometric height was determined by differential leveling
 OY0315.and adjusted by the National Geodetic Survey in June 1991..
 OY0315
 OY0315.The geoid height was determined by GEOID03.
 OY0315
 OY0315.The dynamic height is computed by dividing the NAVD 88
 OY0315.geopotential number by the normal gravity value computed on the
 OY0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0315.degrees latitude (g = 980.6199 gals.).
 OY0315
 OY0315.The modeled gravity was interpolated from observed gravity values.
 OY0315
 OY0315;                    North         East    Units  Estimated Accuracy
 OY0315;SPC ID E     -   173,200.      185,810.      MT  (+/- 180 meters Scaled)
 OY0315
 OY0315                          SUPERSEDED SURVEY CONTROL
 OY0315
 OY0315  NGVD 29 (??/??/92) 1372.453  (m)         4502.79   (f) ADJ UNCH    2 0
 OY0315
 OY0315.Superseded values are not recommended for survey control.
 OY0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0315.See file dsdata.txt to determine how the superseded data were derived.
 OY0315
 OY0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN910867(NAD 83)
 OY0315_MARKER: DB = BENCH MARK DISK
 OY0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0315_STAMPING: CC 96 1959
 OY0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0315+STABILITY: SURFACE MOTION
 OY0315
 OY0315  HISTORY     - Date     Condition        Report By
 OY0315  HISTORY     - 1959     MONUMENTED       CGS
 OY0315  HISTORY     - 1971     GOOD             USGS
 OY0315
 OY0315                          STATION DESCRIPTION
 OY0315
 OY0315'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OY0315'2.65 MI SSW FROM BLACKFOOT.
 OY0315'2.65 MILES SOUTH AND SOUTHWEST ALONG THE ROSE ROAD FROM THE JUNCTION
 OY0315'OF U.S. 91, AND 191 AT BLACKFOOT, 1.7 MILES NORTHWEST ALONG U.S.
 OY0315'HIGHWAY 26, THENCE 1.2 MILES NORTH, THENCE, NORTHEAST FOR 1.0 MILES,
 OY0315'THENCE, 0.7 MILES EAST, THENCE 0.1 MILES NORTHEAST TO A HOUSE ON THE
 OY0315'WEST SIDE, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF
 OY0315'A FENCE, 2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 OY0315'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0080 ***********************************************************************
 SV0080  DESIGNATION -  CE
 SV0080  PID         -  SV0080
 SV0080  STATE/COUNTY-  ID/KOOTENAI
 SV0080  USGS QUAD   -  SKITWISH PEAK (1996)
 SV0080
 SV0080                         *CURRENT SURVEY CONTROL
 SV0080  ___________________________________________________________________
 SV0080* NAD 83(1986)-  47 44 33.     (N)    116 27 40.     (W)     SCALED    
 SV0080* NAVD 88     -       827.514  (meters)    2714.94   (feet)  ADJUSTED  
 SV0080  ___________________________________________________________________
 SV0080  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 SV0080  DYNAMIC HT  -         827.503 (meters)    2714.90  (feet)  COMP
 SV0080  MODELED GRAV-     980,571.5   (mgal)                       NAVD 88
 SV0080
 SV0080  VERT ORDER  -  SECOND    CLASS 0
 SV0080
 SV0080.The horizontal coordinates were scaled from a topographic map and have
 SV0080.an estimated accuracy of +/- 6 seconds.
 SV0080
 SV0080.The orthometric height was determined by differential leveling
 SV0080.and adjusted by the National Geodetic Survey in June 1991..
 SV0080
 SV0080.The geoid height was determined by GEOID03.
 SV0080
 SV0080.The dynamic height is computed by dividing the NAVD 88
 SV0080.geopotential number by the normal gravity value computed on the
 SV0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0080.degrees latitude (g = 980.6199 gals.).
 SV0080
 SV0080.The modeled gravity was interpolated from observed gravity values.
 SV0080
 SV0080;                    North         East    Units  Estimated Accuracy
 SV0080;SPC ID W     -   675,380.      746,670.      MT  (+/- 180 meters Scaled)
 SV0080
 SV0080                          SUPERSEDED SURVEY CONTROL
 SV0080
 SV0080  NGVD 29 (??/??/92)  826.333  (m)         2711.06   (f) ADJ UNCH    2 0
 SV0080
 SV0080.Superseded values are not recommended for survey control.
 SV0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0080.See file dsdata.txt to determine how the superseded data were derived.
 SV0080
 SV0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN403878(NAD 83)
 SV0080_MARKER: N = NAIL
 SV0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0080_SP_SET: TREE ROOT
 SV0080_STAMPING: CE
 SV0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0080
 SV0080  HISTORY     - Date     Condition        Report By
 SV0080  HISTORY     - UNK      MONUMENTED       CGS
 SV0080  HISTORY     - 1958     GOOD             NGS
 SV0080  HISTORY     - 1980     MARK NOT FOUND   USGS
 SV0080
 SV0080                          STATION DESCRIPTION
 SV0080
 SV0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0080'17.8 MI SW FROM MAGEE RANGER STATION.
 SV0080'ABOUT 5.0 MILES SOUTH ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0080'THENCE 8.4 MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE 4.4 MILES
 SV0080'NORTHWEST ALONG A GRAVEL ROAD, 0.65 MILE EAST OF BRIDGE OVER NORTH
 SV0080'FORK OF COEUR DALENE RIVER, 212 FEET EAST OF THE CENTER OF THE
 SV0080'JUNCTION OF CROOKED RIDGE ROAD, 18 1/2 FEET NORTH OF THE CENTER LINE
 SV0080'OF THE GRAVEL ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD,
 SV0080'ABOUT FLUSH WITH THE GROUND IN THE EAST ROOT OF A 12-INCH COTTONWOOD
 SV0080'TREE.
 SV0080
 SV0080                          STATION RECOVERY (1980)
 SV0080
 SV0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0295 ***********************************************************************
 OX0295  DESIGNATION -  CE 1
 OX0295  PID         -  OX0295
 OX0295  STATE/COUNTY-  ID/TETON
 OX0295  USGS QUAD   -  TETONIA (1965)
 OX0295
 OX0295                         *CURRENT SURVEY CONTROL
 OX0295  ___________________________________________________________________
 OX0295* NAD 83(1986)-  43 49 30.     (N)    111 11 57.     (W)     SCALED    
 OX0295* NAVD 88     -      1825.066  (meters)    5987.74   (feet)  POSTED    
 OX0295  ___________________________________________________________________
 OX0295  GEOID HEIGHT-         -10.02  (meters)                     GEOID03
 OX0295  DYNAMIC HT  -        1823.970 (meters)    5984.14  (feet)  COMP
 OX0295  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 OX0295
 OX0295  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0295
 OX0295.The horizontal coordinates were scaled from a topographic map and have
 OX0295.an estimated accuracy of +/- 6 seconds.
 OX0295
 OX0295.The orthometric height was determined by differential leveling
 OX0295.and adjusted by the National Geodetic Survey in 1992..
 OX0295.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0295.rate of 0.0 thru 1.0 mm/km.
 OX0295
 OX0295.The geoid height was determined by GEOID03.
 OX0295
 OX0295.The dynamic height is computed by dividing the NAVD 88
 OX0295.geopotential number by the normal gravity value computed on the
 OX0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0295.degrees latitude (g = 980.6199 gals.).
 OX0295
 OX0295.The modeled gravity was interpolated from observed gravity values.
 OX0295
 OX0295;                    North         East    Units  Estimated Accuracy
 OX0295;SPC ID E     -   240,210.      277,820.      MT  (+/- 180 meters Scaled)
 OX0295
 OX0295                          SUPERSEDED SURVEY CONTROL
 OX0295
 OX0295  NGVD 29 (??/??/92) 1823.852  (m)         5983.75   (f) ADJ UNCH    2 0
 OX0295
 OX0295.Superseded values are not recommended for survey control.
 OX0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0295.See file dsdata.txt to determine how the superseded data were derived.
 OX0295
 OX0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP839524(NAD 83)
 OX0295_MARKER: DD = SURVEY DISK
 OX0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0295_STAMPING: C E 1
 OX0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0295+STABILITY: SURFACE MOTION
 OX0295
 OX0295  HISTORY     - Date     Condition        Report By
 OX0295  HISTORY     - UNK      MONUMENTED       IDPWD
 OX0295  HISTORY     - 1951     GOOD             NGS
 OX0295
 OX0295                          STATION DESCRIPTION
 OX0295
 OX0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0295'2.3 MI NW FROM TETONIA.
 OX0295'0.7 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0295'TETONIA, 1.6 MILES WEST ALONG U.S. HIGHWAY 20, AT THE NORTHEAST CORNER
 OX0295'OF A CEMETERY, 33 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OX0295'2.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CEMETERY FENCE, AND
 OX0295'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OX0295'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0296 ***********************************************************************
 OX0296  DESIGNATION -  CE 2
 OX0296  PID         -  OX0296
 OX0296  STATE/COUNTY-  ID/TETON
 OX0296  USGS QUAD   -  TETONIA (1965)
 OX0296
 OX0296                         *CURRENT SURVEY CONTROL
 OX0296  ___________________________________________________________________
 OX0296* NAD 83(1986)-  43 49 30.     (N)    111 11 57.     (W)     SCALED    
 OX0296* NAVD 88     -      1825.147  (meters)    5988.00   (feet)  POSTED    
 OX0296  ___________________________________________________________________
 OX0296  GEOID HEIGHT-         -10.02  (meters)                     GEOID03
 OX0296  DYNAMIC HT  -        1824.050 (meters)    5984.40  (feet)  COMP
 OX0296  MODELED GRAV-     979,952.5   (mgal)                       NAVD 88
 OX0296
 OX0296  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0296
 OX0296.The horizontal coordinates were scaled from a topographic map and have
 OX0296.an estimated accuracy of +/- 6 seconds.
 OX0296
 OX0296.The orthometric height was determined by differential leveling
 OX0296.and adjusted by the National Geodetic Survey in 1992..
 OX0296.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0296.rate of 0.0 thru 1.0 mm/km.
 OX0296
 OX0296.The geoid height was determined by GEOID03.
 OX0296
 OX0296.The dynamic height is computed by dividing the NAVD 88
 OX0296.geopotential number by the normal gravity value computed on the
 OX0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0296.degrees latitude (g = 980.6199 gals.).
 OX0296
 OX0296.The modeled gravity was interpolated from observed gravity values.
 OX0296
 OX0296;                    North         East    Units  Estimated Accuracy
 OX0296;SPC ID E     -   240,210.      277,820.      MT  (+/- 180 meters Scaled)
 OX0296
 OX0296                          SUPERSEDED SURVEY CONTROL
 OX0296
 OX0296  NGVD 29 (??/??/92) 1823.933  (m)         5984.02   (f) ADJ UNCH    2 0
 OX0296
 OX0296.Superseded values are not recommended for survey control.
 OX0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0296.See file dsdata.txt to determine how the superseded data were derived.
 OX0296
 OX0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP839524(NAD 83)
 OX0296_MARKER: DD = SURVEY DISK
 OX0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0296_STAMPING: C E 2
 OX0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0296+STABILITY: SURFACE MOTION
 OX0296
 OX0296  HISTORY     - Date     Condition        Report By
 OX0296  HISTORY     - UNK      MONUMENTED       IDPWD
 OX0296  HISTORY     - 1951     GOOD             NGS
 OX0296
 OX0296                          STATION DESCRIPTION
 OX0296
 OX0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0296'2.3 MI NW FROM TETONIA.
 OX0296'0.7 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0296'TETONIA, THENCE 1.6 MILES WEST ALONG U. S. HIGHWAY 20, NEAR THE
 OX0296'NORTHEAST CORNER OF A CEMETERY, AT THE T IN THE FENCE, 50 FEET SOUTH
 OX0296'OF THE CENTER LINE OF THE HIGHWAY, 16 FEET SOUTH OF THE NORTHEAST
 OX0296'FENCE CORNER OF THE CEMETERY, 2.2 FEET EAST OF A FENCE, ABOUT 1 FOOT
 OX0296'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OX0296'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0294 ***********************************************************************
 OX0294  DESIGNATION -  CE 3
 OX0294  PID         -  OX0294
 OX0294  STATE/COUNTY-  ID/TETON
 OX0294  USGS QUAD   -  TETONIA (1965)
 OX0294
 OX0294                         *CURRENT SURVEY CONTROL
 OX0294  ___________________________________________________________________
 OX0294* NAD 83(1986)-  43 49 30.     (N)    111 12 02.     (W)     SCALED    
 OX0294* NAVD 88     -      1824.349  (meters)    5985.39   (feet)  POSTED    
 OX0294  ___________________________________________________________________
 OX0294  GEOID HEIGHT-         -10.02  (meters)                     GEOID03
 OX0294  DYNAMIC HT  -        1823.250 (meters)    5981.78  (feet)  COMP
 OX0294  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 OX0294
 OX0294  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0294
 OX0294.The horizontal coordinates were scaled from a topographic map and have
 OX0294.an estimated accuracy of +/- 6 seconds.
 OX0294
 OX0294.The orthometric height was determined by differential leveling
 OX0294.and adjusted by the National Geodetic Survey in 1992..
 OX0294.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0294.rate of 0.0 thru 1.0 mm/km.
 OX0294
 OX0294.The geoid height was determined by GEOID03.
 OX0294
 OX0294.The dynamic height is computed by dividing the NAVD 88
 OX0294.geopotential number by the normal gravity value computed on the
 OX0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0294.degrees latitude (g = 980.6199 gals.).
 OX0294
 OX0294.The modeled gravity was interpolated from observed gravity values.
 OX0294
 OX0294;                    North         East    Units  Estimated Accuracy
 OX0294;SPC ID E     -   240,210.      277,710.      MT  (+/- 180 meters Scaled)
 OX0294
 OX0294                          SUPERSEDED SURVEY CONTROL
 OX0294
 OX0294  NGVD 29 (??/??/92) 1823.135  (m)         5981.40   (f) ADJ UNCH    2 0
 OX0294
 OX0294.Superseded values are not recommended for survey control.
 OX0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0294.See file dsdata.txt to determine how the superseded data were derived.
 OX0294
 OX0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP838524(NAD 83)
 OX0294_MARKER: DD = SURVEY DISK
 OX0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0294_STAMPING: C E 3
 OX0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0294+STABILITY: SURFACE MOTION
 OX0294
 OX0294  HISTORY     - Date     Condition        Report By
 OX0294  HISTORY     - UNK      MONUMENTED       IDPWD
 OX0294  HISTORY     - 1951     GOOD             NGS
 OX0294
 OX0294                          STATION DESCRIPTION
 OX0294
 OX0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0294'2.4 MI NW FROM TETONIA.
 OX0294'0.7 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0294'TETONIA, THENCE 1.7 MILES ALONG U. S. HIGHWAY 20, AT A GRAVEL ROAD
 OX0294'CROSSING AT THE NORTHWEST CORNER OF A CEMETERY, 33.5 FEET SOUTH OF THE
 OX0294'CENTER LINE OF THE HIGHWAY, 27 FEET EAST OF THE CENTER LINE OF THE
 OX0294'ROAD, 7 1/2 FEET WEST OF TELEGRAPH LINE POLE NUMBER 955, 1.6 FEET WEST
 OX0294'OF THE NORTHWEST CORNER FENCE POST FOR THE CEMETERY, 1 FOOT NORTH OF A
 OX0294'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY AND SET IN THE
 OX0294'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1064 ***********************************************************************
 NV1064  DESIGNATION -  CEDAR
 NV1064  PID         -  NV1064
 NV1064  STATE/COUNTY-  ID/TWIN FALLS
 NV1064  USGS QUAD   -  BROWNS BENCH SOUTH (1977)
 NV1064
 NV1064                         *CURRENT SURVEY CONTROL
 NV1064  ___________________________________________________________________
 NV1064* NAD 83(1994)-  42 05 10.80514(N)    114 50 53.75473(W)     ADJUSTED  
 NV1064* NAVD 88     -      2263.6    (meters)    7426.     (feet)  VERTCON   
 NV1064  ___________________________________________________________________
 NV1064  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 NV1064  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV1064
 NV1064  HORZ ORDER  -  FIRST
 NV1064
 NV1064.The horizontal coordinates were established by classical geodetic methods
 NV1064.and adjusted by the National Geodetic Survey in June 1998..
 NV1064
 NV1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1064
 NV1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1064
 NV1064.The geoid height was determined by GEOID03.
 NV1064
 NV1064;                    North         East     Units Scale Factor Converg.
 NV1064;SPC ID C     -    46,958.672   429,819.089   MT  1.00000795   -0 34 06.9
 NV1064;SPC NV E     - 8,814,548.139   260,812.655   MT  0.99994549   +0 29 33.7
 NV1064;SPC NV E     -28,919,063.35    855,682.85   sFT  0.99994549   +0 29 33.7
 NV1064;UTM  11      - 4,661,602.291   677,964.800   MT  0.99998972   +1 26 33.3
 NV1064
 NV1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1064!SPC ID C     -   0.99964750  x   1.00000795  =   0.99965545
 NV1064!SPC NV E     -   0.99964750  x   0.99994549  =   0.99959301
 NV1064!UTM  11      -   0.99964750  x   0.99998972  =   0.99963723
 NV1064
 NV1064:                Primary Azimuth Mark                     Grid Az
 NV1064:SPC ID C     -  AMSTERDAM GRAIN ELEVATOR                 043 35 28.0
 NV1064:SPC NV E     -  AMSTERDAM GRAIN ELEVATOR                 042 31 47.4
 NV1064:UTM  11      -  AMSTERDAM GRAIN ELEVATOR                 041 34 47.8
 NV1064
 NV1064|---------------------------------------------------------------------|
 NV1064| PID    Reference Object                     Distance      Geod. Az  |
 NV1064|                                                           dddmmss.s |
 NV1064| NV1060 AMSTERDAM GRAIN ELEVATOR            APPROX.31.9 KM 0430121.1 |
 NV1064| CD4411 CEDAR AZ MK                                        1475855.5 |
 NV1064| CD4412 CEDAR RM 1                           12.352 METERS 21127     |
 NV1064| NV1066 T15S R14E SECS 29 30 31 32          183.330 METERS 22702     |
 NV1064| CD4413 CEDAR RM 2                            9.282 METERS 31511     |
 NV1064|---------------------------------------------------------------------|
 NV1064
 NV1064                          SUPERSEDED SURVEY CONTROL
 NV1064
 NV1064  NAD 83(1994)-  42 05 10.80428(N)    114 50 53.75212(W) AD(       ) 1
 NV1064  NAD 83(1992)-  42 05 10.80240(N)    114 50 53.74719(W) AD(       ) 1
 NV1064  NAD 83(1986)-  42 05 10.80229(N)    114 50 53.74673(W) AD(       ) 1
 NV1064  NAD 27      -  42 05 11.12600(N)    114 50 50.58600(W) AD(       ) 1
 NV1064  NGVD 29 (07/19/86) 2262.4    (m)         7423.     (f) VERT ANG       
 NV1064
 NV1064.Superseded values are not recommended for survey control.
 NV1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1064.See file dsdata.txt to determine how the superseded data were derived.
 NV1064
 NV1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG7796561602(NAD 83)
 NV1064_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1064_SETTING: 66 = SET IN ROCK OUTCROP
 NV1064
 NV1064  HISTORY     - Date     Condition        Report By
 NV1064  HISTORY     - 1947     MONUMENTED       CGS
 NV1064
 NV1064                          STATION DESCRIPTION
 NV1064
 NV1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1064'THE STATION IS ABOUT 16 MILES, AIRLINE SOUTHWEST OF ROGERSON,
 NV1064'IDAHO, 24 MILES, AIRLINE, NORTH-NORTHWEST OF CONTACT, NEVADA,
 NV1064'AND 6 MILES, AIRLINE, NORTH OF THE NEVADA-IDAHO BOUNDARY
 NV1064'LINE.  IT IS ON A HIGH BARREN RIDGE WHICH HAS A STEEP SIDE
 NV1064'ON THE EAST AND SLOPES GENTLY ON THE SOUTH WEST AND NORTH
 NV1064'SIDES.  THERE IS A HIGHER POINT ABOUT 1 MILE SOUTH BY EAST
 NV1064'OF THE STATION.
 NV1064'
 NV1064'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 NV1064'IN OUTCROPPING BEDROCK WHICH IS APPROXIMATELY 18 INCHES SQUARE
 NV1064'AND PROJECTS 2 INCHES.  IT IS STAMPED CEDAR 1947.
 NV1064'
 NV1064'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 NV1064'HOLE IN A 1 FOOT BY 2 FOOT BOULDER ON THE EDGE OF A SMALL
 NV1064'BLUFF AND IS APPROXIMATELY 1-1/2 FOOT LOWER THAN THE STATION
 NV1064'MARK.  IT IS STAMPED CEDAR NO 1 1947.
 NV1064'
 NV1064'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 NV1064'HOLE IN 6 FOOT BY 3 FOOT BOULDER WHICH PROJECTS 8 INCHES
 NV1064'AND IS 2 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED CEDAR NO
 NV1064'2 1947.
 NV1064'
 NV1064'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 NV1064'IN THE TOP OF A 24 FOOT BY 4 FOOT MASS OF BEDROCK WHICH
 NV1064'PROJECTS 6 INCHES.  IT IS 3 FEET LOWER AND 25 FEET WEST OF
 NV1064'THE HIGHEST PART OF A ROCKY HILL.  IT IS STAMPED CEDAR 1947.
 NV1064'
 NV1064'TO REACH THE STATION FROM ROGERSON GO WEST ON THE JARBIDGE
 NV1064'ROAD FOR 10.9 MILES TO A SIDE ROAD SOUTH AND A SIGN ON THE
 NV1064'RIGHT MONUMENT SPRINGS 10.  TURN LEFT, SOUTH, AND GO 8.6
 NV1064'MILES TO A TRACK ROAD LEFT.  TAKE THE TRACK ROAD LEFT AND
 NV1064'GO 1.4 MILES TO CROSSROADS.  BEAR SHARP RIGHT ONTO A DIM TRACK
 NV1064'ROAD AND GO SOUTHERLY UP HILL 0.8 MILE TO THE SUMMIT.  BEAR
 NV1064'RIGHT, WESTERLY PICKING UP A TRACK ROAD AND GO 0.2 MILE, THENCE
 NV1064'CONTINUE WESTERLY 0.1 MILE TO A GLO PIPE.  FROM HERE TURN
 NV1064'RIGHT AND GO 0.1 MILE TO THE HIGHEST POINT AND STATION.  A
 NV1064'DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1090 ***********************************************************************
 NV1090  DESIGNATION -  CEDAR
 NV1090  PID         -  NV1090
 NV1090  STATE/COUNTY-  ID/TWIN FALLS
 NV1090  USGS QUAD   -  CLOVER (1992)
 NV1090
 NV1090                         *CURRENT SURVEY CONTROL
 NV1090  ___________________________________________________________________
 NV1090* NAD 83(1992)-  42 36 29.03078(N)    114 41 22.65867(W)     ADJUSTED  
 NV1090* NAVD 88     -      1131.3    (meters)    3712.     (feet)  VERTCON   
 NV1090  ___________________________________________________________________
 NV1090  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 NV1090  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 NV1090
 NV1090  HORZ ORDER  -  FIRST
 NV1090
 NV1090.The horizontal coordinates were established by classical geodetic methods
 NV1090.and adjusted by the National Geodetic Survey in July 1992..
 NV1090
 NV1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1090
 NV1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1090
 NV1090.The geoid height was determined by GEOID03.
 NV1090
 NV1090;                    North         East     Units Scale Factor Converg.
 NV1090;SPC ID C     -   104,791.662   443,413.884   MT  0.99998675   -0 28 00.8
 NV1090;UTM  11      - 4,719,879.879   689,511.526   MT  1.00004188   +1 33 52.3
 NV1090
 NV1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1090!SPC ID C     -   0.99982506  x   0.99998675  =   0.99981181
 NV1090!UTM  11      -   0.99982506  x   1.00004188  =   0.99986693
 NV1090
 NV1090|---------------------------------------------------------------------|
 NV1090| PID    Reference Object                     Distance      Geod. Az  |
 NV1090|                                                           dddmmss.s |
 NV1090| CD4409 CEDAR RM 1                           19.450 METERS 09021     |
 NV1090| CD4410 CEDAR RM 2                           14.850 METERS 17831     |
 NV1090| CD4408 CEDAR AZ MK                                        2985455.7 |
 NV1090|---------------------------------------------------------------------|
 NV1090
 NV1090                          SUPERSEDED SURVEY CONTROL
 NV1090
 NV1090  NAD 83(1986)-  42 36 29.02889(N)    114 41 22.65629(W) AD(       ) 1
 NV1090  NAD 27      -  42 36 29.36800(N)    114 41 19.49400(W) AD(       ) 1
 NV1090  NGVD 29 (07/19/86) 1130.4    (m)         3709.     (f) VERT ANG       
 NV1090
 NV1090.Superseded values are not recommended for survey control.
 NV1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1090.See file dsdata.txt to determine how the superseded data were derived.
 NV1090
 NV1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8951219880(NAD 83)
 NV1090_MARKER: Z = SEE DESCRIPTION
 NV1090_SETTING: 0 = UNSPECIFIED SETTING
 NV1090
 NV1090  HISTORY     - Date     Condition        Report By
 NV1090  HISTORY     - 1946     MONUMENTED       CGS
 NV1090
 NV1090                          STATION DESCRIPTION
 NV1090
 NV1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1090'STATION IS LOCATED ABOUT 4 MILES WNW OF FILER, 3 MILES ENE OF
 NV1090'BUHL, AND 1.0 MILE N OF U.S. HIGHWAY 30, ON THE N SIDE OF THE
 NV1090'RIGHT-OF-WAY.  IT IS 82 FEET E OF POWER POLE 368, 30 FEET N
 NV1090'OF THE CENTER OF THE ROAD, 16 FEET W OF A WHITE REFERNCE POST,
 NV1090'2 FEET E OF AN OLD STUMP, AND 1 FOOT S OF THE FENCE LINE.
 NV1090'
 NV1090'STATION MARK IS A BRONZE STATION DISK SET IN A 12- BY 12-INCH
 NV1090'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  THE
 NV1090'DISK IS STAMPED CEDAR 1946.  UNDERGROUND MARK IS A BRONZE
 NV1090'STATION DISK SET IN CONCRETE.
 NV1090'
 NV1090'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12- BY
 NV1090'12-INCH CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE
 NV1090'GROUND.  IT IS 28 FEET N OF THE CENTER OF THE ROAD, 6.5 FEET
 NV1090'S OF THE S WALL OF AN IRRIGATION LOCK, 6 FEET W OF THE CENTER
 NV1090'OF THE IRRIGATION DITCH, AND 2 FEET S OF THE FENCE LINE.  DISK
 NV1090'IS STAMPED CEDAR NO 1 1946.
 NV1090'
 NV1090'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 NV1090'12- BY 12-INCH CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 NV1090'THE GROUND.  IT IS 65 FEET W OF TELEPHONE POLE 165, 25 FEET
 NV1090'S OF THE CENTER OF THE ROAD, AND IN THE FENCE LINE.  DISK IS
 NV1090'STAMPED CEDAR NO 2 1946.
 NV1090'
 NV1090'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 NV1090'12- BY 12-INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 NV1090'THE GROUND.  IT IS 30 FEET W OF THE CENTER OF THE ROAD, 30 FEET
 NV1090'S OF A WIRE GATE, 3 FEET S OF A TELEPHONE POLE, AND 1 FOOT
 NV1090'E OF THE FENCE LINE.  DISK IS STAMPED CEDAR 1946.
 NV1090'
 NV1090'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W 2.5 MILES
 NV1090'GO CROSS ROADS.  TURN RIGHT (N) AND GO 1.5 MILES TO THE
 NV1090'MARK ON THE LEFT (W) SIDE OF THE ROAD.
 NV1090'
 NV1090'TO REACH THE STATION FROM THE POST OFFICE IN FILER, GO W 0.4
 NV1090'MILE TO U.S. HIGHWAY 30, TURN RIGHT (N) TOWARD BUHL AND FOLLOW
 NV1090'U.S. HIGHWAY 30 FOR 6.0 MILES TO A ROAD TO THE RIGHT.  TURN
 NV1090'RIGHT (N) AND GO 1.1 MILES TO A CROSS ROAD.  TURN RIGHT (E)
 NV1090'AND GO 2.5 MILES TO THE STATION ON THE LEFT (N) SIDE OF THE ROAD.
 NV1090'
 NV1090'THE SUBSTITUTE CONTROL STATION HERE WAS REFERENCE MARK 1.  IT IS
 NV1090'19.450 METERS E OF STATION CEDAR, 8.5 METERS N OF THE CENTER
 NV1090'OF THE ROAD, 1.8 METERS S OF THE S WALL OF AN IRRIGATION
 NV1090'DITCH LOCK, AND ABOUT 0.9 METER HIGHER THAN STATION CEDAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1027 ***********************************************************************
 SU1027  DESIGNATION -  CEDAR
 SU1027  PID         -  SU1027
 SU1027  STATE/COUNTY-  ID/SHOSHONE
 SU1027  USGS QUAD   -  AVERY (1995)
 SU1027
 SU1027                         *CURRENT SURVEY CONTROL
 SU1027  ___________________________________________________________________
 SU1027* NAD 83(1992)-  47 19 48.22395(N)    115 50 00.89682(W)     ADJUSTED  
 SU1027* NAVD 88     -      1858.2    (meters)    6096.     (feet)  VERTCON   
 SU1027  ___________________________________________________________________
 SU1027  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 SU1027  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 SU1027
 SU1027  HORZ ORDER  -  SECOND
 SU1027
 SU1027.The horizontal coordinates were established by classical geodetic methods
 SU1027.and adjusted by the National Geodetic Survey in July 1992..
 SU1027
 SU1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1027
 SU1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1027
 SU1027.The geoid height was determined by GEOID03.
 SU1027
 SU1027;                    North         East     Units Scale Factor Converg.
 SU1027;SPC ID W     -   629,289.267   793,682.728   MT  0.99993382   -0 03 41.2
 SU1027;UTM  11      - 5,242,503.415   588,129.500   MT  0.99969545   +0 51 27.7
 SU1027
 SU1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1027!SPC ID W     -   0.99971135  x   0.99993382  =   0.99964519
 SU1027!UTM  11      -   0.99971135  x   0.99969545  =   0.99940688
 SU1027
 SU1027:                Primary Azimuth Mark                     Grid Az
 SU1027:SPC ID W     -  STEVENS                                  023 37 29.0
 SU1027:UTM  11      -  STEVENS                                  022 42 20.1
 SU1027
 SU1027|---------------------------------------------------------------------|
 SU1027| PID    Reference Object                     Distance      Geod. Az  |
 SU1027|                                                           dddmmss.s |
 SU1027| SU1023 STEVENS                             APPROX.11.5 KM 0233347.8 |
 SU1027| CH6642 CEDAR ROCK CAIRN                      5.400 METERS 02334     |
 SU1027| SU1025 RADEC                                31.855 METERS 10251     |
 SU1027| CH6641 RADEC                                32.290 METERS 10420     |
 SU1027| CH6640 CEDAR RM 2                            2.950 METERS 16636     |
 SU1027| CH6639 CEDAR RM 1                            3.820 METERS 27156     |
 SU1027|---------------------------------------------------------------------|
 SU1027
 SU1027                          SUPERSEDED SURVEY CONTROL
 SU1027
 SU1027  NAD 83(1986)-  47 19 48.22796(N)    115 50 00.88724(W) AD(       ) 2
 SU1027  NAD 27      -  47 19 48.48331(N)    115 49 57.32929(W) AD(       ) 2
 SU1027  NGVD 29 (07/19/86) 1857.0    (m)         6093.     (f) VERT ANG       
 SU1027
 SU1027.Superseded values are not recommended for survey control.
 SU1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1027.See file dsdata.txt to determine how the superseded data were derived.
 SU1027
 SU1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN8813042503(NAD 83)
 SU1027_MARKER: DD = SURVEY DISK
 SU1027_SETTING: 80 = SET IN A BOULDER
 SU1027_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SU1027
 SU1027  HISTORY     - Date     Condition        Report By
 SU1027  HISTORY     - 1956     MONUMENTED       USGS
 SU1027  HISTORY     - 1967     GOOD             BPA
 SU1027
 SU1027                          STATION DESCRIPTION
 SU1027
 SU1027'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SU1027'LOCATED ABOUT 5.5 MI N. OF AVERY, 3.5 MI W. OF NORTH FORK ST. JOE
 SU1027'RIVER, 2.5 FT S. OF EDGE OF REMAINING BASE OF OLD BURNED DOWN
 SU1027'LOOKOUT POINT LO.  ON EASTERNMOST OF THREE HIGHEST POINTS ON CEDAR
 SU1027'MOUNTAIN.
 SU1027'
 SU1027'TO REACH FROM AVERY, DRIVE 0.5 MI E. UP ST. JOE RIVER RD. TO
 SU1027'WALLACE RD. UP NORTH FORK.  GO UP THIS RD. 6.0 MI GENERALLY NE. TO
 SU1027'WHERE TRAIL 489 TAKES OFF W.  HIKE 5.0 MI UP TRAIL TO TOP AND
 SU1027'STATION.  A 4-HOUR PACK.
 SU1027'
 SU1027'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---CEDAR 1956---, IN
 SU1027'LARGE BOULDER.
 SU1027'
 SU1027'RM 1--COPPER NAIL AND WASHER IN LARGE BOULDER.
 SU1027'
 SU1027'RM 2--COPPER NAIL AND WASHER IN LARGE BOULDER.
 SU1027'
 SU1027'CAIRN--8-FT CAIRN.
 SU1027'
 SU1027'RADEC BPA--NOT DESCRIBED.
 SU1027
 SU1027                          STATION RECOVERY (1967)
 SU1027
 SU1027'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1967
 SU1027'LOCATED ABOUT 5.5 MILES N OF AVERY, 3.5 MILES W OF NORTH FORK
 SU1027'OF ST. JOE RIVER, AND 2.5 FEET S OF THE EDGE OF THE REMAINING
 SU1027'BASE OF THE OLD BURNED-DOWN LOOKOUT POINT LOOKOUT, ON THE
 SU1027'EASTERNMOST OF THE THREE HIGHEST POINTS ON CEDAR MOUNTAIN.
 SU1027'
 SU1027'STATION MARK IS A STANDARD ALUMINUM TABLET STAMPED CEDAR
 SU1027'1956 SET IN A LARGE BOULDER WITH TARGET ON 2 X 2 POLE CENTERED
 SU1027'OVER STATION MARK.
 SU1027'
 SU1027'R.M. 1 IS A COPPER NAIL AND WASHER SET IN A LARGE BOULDER,
 SU1027'12.54 FEET FROM STATION IN AZIMUTH 91 DEG 56 MIN.
 SU1027'
 SU1027'R.M. 2 IS A COPPER NAIL AND WASHER SET IN A LARGE BOULDER,
 SU1027'9.69 FEET FROM STATION IN AZIMUTH 346 DEG 36 MIN.
 SU1027'
 SU1027'A 8-FOOT CAIRN IS 17.72 FEET FROM STATION IN AZIMUTH 203 DEG
 SU1027'34 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0995 ***********************************************************************
 TO0995  DESIGNATION -  CEDAR
 TO0995  PID         -  TO0995
 TO0995  STATE/COUNTY-  ID/BONNER
 TO0995  USGS QUAD   -  MINERVA PEAK (1989)
 TO0995
 TO0995                         *CURRENT SURVEY CONTROL
 TO0995  ___________________________________________________________________
 TO0995* NAD 83(1992)-  48 00 40.20966(N)    116 27 01.63313(W)     ADJUSTED  
 TO0995* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 TO0995  ___________________________________________________________________
 TO0995  LAPLACE CORR-          11.90  (seconds)                    DEFLEC99
 TO0995  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TO0995
 TO0995  HORZ ORDER  -  SECOND
 TO0995
 TO0995.The horizontal coordinates were established by classical geodetic methods
 TO0995.and adjusted by the National Geodetic Survey in July 1992..
 TO0995
 TO0995.The orthometric height was scaled from a topographic map.
 TO0995
 TO0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0995
 TO0995.The geoid height was determined by GEOID03.
 TO0995
 TO0995;                    North         East     Units Scale Factor Converg.
 TO0995;SPC ID W     -   705,246.413   747,743.302   MT  0.99996688   -0 31 14.3
 TO0995;UTM  11      - 5,317,687.746   540,984.772   MT  0.99962064   +0 24 30.5
 TO0995
 TO0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0995!SPC ID W     -   0.99990314  x   0.99996688  =   0.99987003
 TO0995!UTM  11      -   0.99990314  x   0.99962064  =   0.99952382
 TO0995
 TO0995|---------------------------------------------------------------------|
 TO0995| PID    Reference Object                     Distance      Geod. Az  |
 TO0995|                                                           dddmmss.s |
 TO0995| CH6636 CEDAR RM 1                            3.208 METERS 11727     |
 TO0995| CH6637 CEDAR RM 2                            4.508 METERS 20200     |
 TO0995| SV1544 HORN                                APPROX. 5.1 KM 2340741.9 |
 TO0995|---------------------------------------------------------------------|
 TO0995
 TO0995                          SUPERSEDED SURVEY CONTROL
 TO0995
 TO0995  NAD 83(1986)-  48 00 40.21638(N)    116 27 01.62550(W) AD(       ) 2
 TO0995  NAD 27      -  48 00 40.56727(N)    116 26 57.93845(W) AD(       ) 2
 TO0995
 TO0995.Superseded values are not recommended for survey control.
 TO0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0995.See file dsdata.txt to determine how the superseded data were derived.
 TO0995
 TO0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4098517688(NAD 83)
 TO0995_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0995_SETTING: 66 = SET IN ROCK OUTCROP
 TO0995
 TO0995  HISTORY     - Date     Condition        Report By
 TO0995  HISTORY     - 1947     MONUMENTED       CGS
 TO0995
 TO0995                          STATION DESCRIPTION
 TO0995
 TO0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO0995'THE STATION IS ON THE EAST SHORE OF PEND OREILLE LAKE ABOUT
 TO0995'2.6 MILES NORTH OF LAKEVIEW, ABOUT 0.1 MILES NORTH OF THE
 TO0995'END OF THE SAND AND GRAVEL BEACH EXTENDING FROM LAKEVIEW,
 TO0995'ON A POINT 300 METERS NORTH OF A LARGE LOW AREA OF ROCK
 TO0995'OUTCROP WITH NO TREES ON THE HILLSIDE.  NORTH OF THE STATION
 TO0995'ABOUT 0.5 MILES IS CEDAR CREEK.  AT THE STATION THE SHORELINE
 TO0995'BENDS FROM NORTHWEST TO NORTH-NORTHWEST AND RUNS PAST A
 TO0995'SMALL POINT TO A LARGE POINT, ABOUT 250 METERS NORTH OF THE
 TO0995'STATION, WHERE THE SHORELINE BENDS NORTH-NORTHEAST.  THE MARK
 TO0995'IS ABOUT 100 METERS NORTHWEST OF A TRIANGULAR RANGE MARKER
 TO0995'OF THE NAVY, IN BED ROCK OUTCROPPING ABOUT 8 FEET EAST OF
 TO0995'THE HIGHEST ROCK ON THE POINT, 16 FEET ABOVE MEAN WINTER
 TO0995'LAKE LEVEL.  R.M. NO. 1 IS IMMEDIATELY BELOW THE HIGHEST
 TO0995'ROCK ON THE POINT THAT JUTS OUT AT THE TREE LINE, AT
 TO0995'THE SAME ELEVATION AS THE STATION.  R.M. NO. 2 IS ON
 TO0995'THE MOST SOUTHERLY ROCK EDGE OF THE POINT 6 FEET LOWER THAN
 TO0995'THE STAITON.  THE STATION SHOULD BE VISITED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0902 ***********************************************************************
 OY0902  DESIGNATION -  CEDAR
 OY0902  PID         -  OY0902
 OY0902  STATE/COUNTY-  ID/BINGHAM
 OY0902  USGS QUAD   -  SCOVILLE (1973)
 OY0902
 OY0902                         *CURRENT SURVEY CONTROL
 OY0902  ___________________________________________________________________
 OY0902* NAD 83(1992)-  43 23 23.64811(N)    112 54 24.81138(W)     ADJUSTED  
 OY0902* NAVD 88     -      1779.0    (meters)    5837.     (feet)  VERTCON   
 OY0902  ___________________________________________________________________
 OY0902  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 OY0902  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 OY0902
 OY0902  HORZ ORDER  -  SECOND
 OY0902
 OY0902.The horizontal coordinates were established by classical geodetic methods
 OY0902.and adjusted by the National Geodetic Survey in July 1992..
 OY0902
 OY0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0902
 OY0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0902
 OY0902.The geoid height was determined by GEOID03.
 OY0902
 OY0902;                    North         East     Units Scale Factor Converg.
 OY0902;SPC ID E     -   191,679.207   140,027.419   MT  0.99999159   -0 30 30.7
 OY0902;UTM  12      - 4,805,880.116   345,557.110   MT  0.99989341   -1 18 36.8
 OY0902
 OY0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0902!SPC ID E     -   0.99972301  x   0.99999159  =   0.99971460
 OY0902!UTM  12      -   0.99972301  x   0.99989341  =   0.99961645
 OY0902
 OY0902|---------------------------------------------------------------------|
 OY0902| PID    Reference Object                     Distance      Geod. Az  |
 OY0902|                                                           dddmmss.s |
 OY0902| CN4110 CEDAR RM 2                            2.606 METERS 09124     |
 OY0902| OY0875 TABER                               APPROX.22.2 KM 0971613.2 |
 OY0902| CN4109 CEDAR RM 1                            5.955 METERS 16958     |
 OY0902| OY0949 BIG BUTTE LOOKOUT HOUSE             APPROX. 9.4 KM 2741545.0 |
 OY0902|---------------------------------------------------------------------|
 OY0902
 OY0902                          SUPERSEDED SURVEY CONTROL
 OY0902
 OY0902  NAD 83(1986)-  43 23 23.64195(N)    112 54 24.79506(W) AD(       ) 2
 OY0902  NAD 27      -  43 23 23.96692(N)    112 54 21.81988(W) AD(       ) 2
 OY0902  NGVD 29 (07/19/86) 1778.0    (m)         5833.     (f) VERT ANG       
 OY0902
 OY0902.Superseded values are not recommended for survey control.
 OY0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0902.See file dsdata.txt to determine how the superseded data were derived.
 OY0902
 OY0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP4555705880(NAD 83)
 OY0902_MARKER: DD = SURVEY DISK
 OY0902_SETTING: 66 = SET IN ROCK OUTCROP
 OY0902
 OY0902  HISTORY     - Date     Condition        Report By
 OY0902  HISTORY     - 1970     MONUMENTED       USGS
 OY0902
 OY0902                          STATION DESCRIPTION
 OY0902
 OY0902'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OY0902'RM 1 TO RM 2 NOT MEASURED.
 OY0902'
 OY0902'LOCATED ABOUT 24 MI SE. OF ARCO.  ABOUT 7 MI SW. OF ATOMIC
 OY0902'CITY.  ABOUT 5 MI E. OF BIG SOUTHERN BUTTE.  ON THE HIGHEST AND
 OY0902'MOST SOUTHERN POINT OF CEDAR BUTTE.
 OY0902'
 OY0902'TO REACH FROM ATOMIC CITY NEAR TWIN BUTTES CAFE, PROCEED
 OY0902'SW. ALONG MAIN GRAVELED RD. FOR 4.4 MI TO RR. X-ING.  PROCEED
 OY0902'STRAIGHT AHEAD FOR 0.55 MI TO T-RD. W.  LEAVE MAIN RD., TURN
 OY0902'LEFT (S.) FOR 0.6 MI TO RD. FK.  TURN RIGHT FOR 0.7 MI,
 OY0902'PROCEEDING UPHILL, TO HIGH RISE OF THE RD. AND LARGE CLEARING.
 OY0902'WITH 4-WHEEL DRIVE, PROCEED SW., ACROSS COUNTRY FOR 0.7 MI
 OY0902'DOWN A DRAIN AND TO THE PROMINENT, SOUTHERN AND ROCKY TOP OF
 OY0902'CEDAR BUTTE.
 OY0902'
 OY0902'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED CEDAR 1970
 OY0902'CEMENTED IN A ROCK OUTCROP.
 OY0902'
 OY0902'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 OY0902'STAMPED CEDAR RM NO 1 CEMENTED IN A ROCK OUTCROP.
 OY0902'
 OY0902'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 OY0902'CEDAR RM NO 2 CEMENTED IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0990 ***********************************************************************
 NV0990  DESIGNATION -  CEDAR
 NV0990  PID         -  NV0990
 NV0990  STATE/COUNTY-  ID/TWIN FALLS
 NV0990  USGS QUAD   -  ROSEWORTH SE (1979)
 NV0990
 NV0990                         *CURRENT SURVEY CONTROL
 NV0990  ___________________________________________________________________
 NV0990* NAD 83(1992)-  42 19 53.56020(N)    114 47 51.58357(W)     ADJUSTED  
 NV0990* NAVD 88     -      1495.00   (+/-2cm)    4904.8    (feet)  VERTCON   
 NV0990  ___________________________________________________________________
 NV0990  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 NV0990  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 NV0990
 NV0990  HORZ ORDER  -  THIRD
 NV0990  VERT ORDER  -  THIRD ? (See Below)
 NV0990
 NV0990.The horizontal coordinates were established by classical geodetic methods
 NV0990.and adjusted by the National Geodetic Survey in July 1992..
 NV0990
 NV0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0990.The vertical order pertains to the NGVD 29 superseded value.
 NV0990
 NV0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0990
 NV0990.The geoid height was determined by GEOID03.
 NV0990
 NV0990;                    North         East     Units Scale Factor Converg.
 NV0990;SPC ID C     -    74,154.439   434,260.507   MT  1.00000052   -0 32 13.8
 NV0990;UTM  11      - 4,688,937.276   681,446.776   MT  1.00000510   +1 29 00.6
 NV0990
 NV0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0990!SPC ID C     -   0.99976803  x   1.00000052  =   0.99976855
 NV0990!UTM  11      -   0.99976803  x   1.00000510  =   0.99977313
 NV0990
 NV0990|---------------------------------------------------------------------|
 NV0990| PID    Reference Object                     Distance      Geod. Az  |
 NV0990|                                                           dddmmss.s |
 NV0990| CD4412 CEDAR RM 1                           19.260 METERS 06902     |
 NV0990| CD4413 CEDAR RM 2                           11.616 METERS 12134     |
 NV0990| NV0993 ROSEWORTH                           APPROX.12.3 KM 2400102.7 |
 NV0990|---------------------------------------------------------------------|
 NV0990
 NV0990                          SUPERSEDED SURVEY CONTROL
 NV0990
 NV0990  NAD 83(1986)-  42 19 53.56135(N)    114 47 51.58308(W) AD(       ) 3
 NV0990  NGVD 29 (02/23/89) 1493.98   (m)         4901.5    (f) LEVELING    3  
 NV0990
 NV0990.Superseded values are not recommended for survey control.
 NV0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0990.See file dsdata.txt to determine how the superseded data were derived.
 NV0990
 NV0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG8144788937(NAD 83)
 NV0990_MARKER: DS = TRIANGULATION STATION DISK
 NV0990_SETTING: 80 = SET IN A BOULDER
 NV0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0990+STABILITY: SURFACE MOTION
 NV0990
 NV0990  HISTORY     - Date     Condition        Report By
 NV0990  HISTORY     - 1957     MONUMENTED       USGS
 NV0990  HISTORY     - 1964     GOOD             USGS
 NV0990
 NV0990                          STATION DESCRIPTION
 NV0990
 NV0990'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NV0990'LOCATED ABOUT 11 MI WSW. OF HOLLISTER, 5.8 MI ESE. OF ROSEWORTH
 NV0990'SCHOOLHOUSE, 1.7 MI NE. OF CEDAR CREEK CROSSING.  100 YARDS SW. OF
 NV0990'STEEP SIDE OF ROUND-TOPPED HILL.
 NV0990'
 NV0990'TO REACH FROM CASTLEFORD POST OFFICE, DRIVE 0.2 MI E. ON MAIN
 NV0990'STREET.  TURN RIGHT 14.6 MI S. FOLLOWING MAIN-TRAVELED RD. ACROSS
 NV0990'SALMON FALLS CREEK TOWARD ROSEWORTH SCHOOLHOUSE TO T-RD. JCT. (1
 NV0990'MI S. OF SCHOOLHOUSE), TURN RIGHT ACROSS DITCH.  TURN LEFT AT
 NV0990'Y-FORK AND LEFT (SE.) AT REVERSE Y-FORK, FOLLOW DIRT RD. 4.8 MI
 NV0990'SE. TO CEDAR CREEK CANYON, FOLLOW MAIN RD. ACROSS CANYON 0.6 MI.
 NV0990'GO 0.6 MI S. TO T-RD. NE.  TURN LEFT AND FOLLOW DIRT RD. ABOUT
 NV0990'1.2 MI.  GO CROSS-COUNTRY 1.2 MI N. TO TOP OF SAGEBRUSH-COVERED
 NV0990'HILL AND STATION.
 NV0990'
 NV0990'STATION MARK--STANDARD TABLET STAMPED---CEDAR 1957---, CEMENTED IN
 NV0990'IN FLAT ROCK.
 NV0990'
 NV0990'RM 1--STANDARD RM TABLET STAMPED---RM NO 1---, CEMENTED IN FLAT
 NV0990'ROCK ABOUT 0.5 FT ABOVE GROUND AT WEST END OF SMALL CLEARING.
 NV0990'
 NV0990'RM 2--COPPER NAIL AND WASHER CEMENTED ON ROCK.
 NV0990
 NV0990                          STATION RECOVERY (1964)
 NV0990
 NV0990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NV0990'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1568 ***********************************************************************
 SV1568  DESIGNATION -  CEDAR MOUNTAIN LOOKOUT TOWER
 SV1568  PID         -  SV1568
 SV1568  STATE/COUNTY-  ID/KOOTENAI
 SV1568  USGS QUAD   -  ATHOL (1961)
 SV1568
 SV1568                         *CURRENT SURVEY CONTROL
 SV1568  ___________________________________________________________________
 SV1568* NAD 83(1992)-  47 52 56.00238(N)    116 38 17.14533(W)     ADJUSTED  
 SV1568* NAVD 88     -                                                        
 SV1568  ___________________________________________________________________
 SV1568  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 SV1568  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 SV1568
 SV1568  HORZ ORDER  -  THIRD
 SV1568
 SV1568.The horizontal coordinates were established by classical geodetic methods
 SV1568.and adjusted by the National Geodetic Survey in July 1992..
 SV1568
 SV1568
 SV1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1568
 SV1568.The geoid height was determined by GEOID03.
 SV1568
 SV1568;                    North         East     Units Scale Factor Converg.
 SV1568;SPC ID W     -   691,054.328   733,579.513   MT  0.99998752   -0 39 31.6
 SV1568;UTM  11      - 5,303,273.309   527,057.788   MT  0.99960900   +0 16 06.4
 SV1568
 SV1568                          SUPERSEDED SURVEY CONTROL
 SV1568
 SV1568  NAD 83(1986)-  47 52 56.00984(N)    116 38 17.11441(W) AD(       ) 4
 SV1568  NAD 27      -  47 52 56.34693(N)    116 38 13.42538(W) AD(       ) 3
 SV1568
 SV1568.Superseded values are not recommended for survey control.
 SV1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1568.See file dsdata.txt to determine how the superseded data were derived.
 SV1568
 SV1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP2705803273(NAD 83)
 SV1568
 SV1568  HISTORY     - Date     Condition        Report By
 SV1568  HISTORY     - 1940     MONUMENTED       CGS
 SV1568
 SV1568                          STATION DESCRIPTION
 SV1568
 SV1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1568'CEDAR MOUNTAIN FOREST SERVICE LOOKOUT TOWER IS IN THE COEUR
 SV1568'D ALENE NATIONAL FOREST, 5 MILES ENE OF CHILCO, 15 MILES NNE
 SV1568'OF COEUR D ALENE AND 5 MILES NNE OF THE N OF HAYDEN LAKE.  THE
 SV1568'TOP OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1569 ***********************************************************************
 SV1569  DESIGNATION -  CEDAR MTN
 SV1569  PID         -  SV1569
 SV1569  STATE/COUNTY-  ID/KOOTENAI
 SV1569  USGS QUAD   -  ATHOL (1961)
 SV1569
 SV1569                         *CURRENT SURVEY CONTROL
 SV1569  ___________________________________________________________________
 SV1569* NAD 83(1992)-  47 52 56.01005(N)    116 38 17.17450(W)     ADJUSTED  
 SV1569* NAVD 88     -      1453.5    (meters)    4769.     (feet)  VERTCON   
 SV1569  ___________________________________________________________________
 SV1569  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 SV1569  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 SV1569
 SV1569  HORZ ORDER  -  THIRD
 SV1569
 SV1569.The horizontal coordinates were established by classical geodetic methods
 SV1569.and adjusted by the National Geodetic Survey in July 1992..
 SV1569
 SV1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1569
 SV1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1569
 SV1569.The geoid height was determined by GEOID03.
 SV1569
 SV1569;                    North         East     Units Scale Factor Converg.
 SV1569;SPC ID W     -   691,054.572   733,578.910   MT  0.99998753   -0 39 31.6
 SV1569;UTM  11      - 5,303,273.543   527,057.181   MT  0.99960900   +0 16 06.4
 SV1569
 SV1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1569!SPC ID W     -   0.99977494  x   0.99998753  =   0.99976247
 SV1569!UTM  11      -   0.99977494  x   0.99960900  =   0.99938402
 SV1569
 SV1569:                Primary Azimuth Mark                     Grid Az
 SV1569:SPC ID W     -  CHILCO MOUNTAIN 2                        083 15 03.6
 SV1569:UTM  11      -  CHILCO MOUNTAIN 2                        082 19 25.6
 SV1569
 SV1569|---------------------------------------------------------------------|
 SV1569| PID    Reference Object                     Distance      Geod. Az  |
 SV1569|                                                           dddmmss.s |
 SV1569| SV1554 CHILCO MOUNTAIN 2                   APPROX. 8.2 KM 0823532.0 |
 SV1569|---------------------------------------------------------------------|
 SV1569
 SV1569                          SUPERSEDED SURVEY CONTROL
 SV1569
 SV1569  NAD 83(1986)-  47 52 56.01330(N)    116 38 17.16686(W) AD(       ) 3
 SV1569  NAD 27      -  47 52 56.34651(N)    116 38 13.46693(W) AD(       ) 3
 SV1569  NGVD 29 (07/19/86) 1452.3    (m)         4765.     (f) VERT ANG       
 SV1569
 SV1569.Superseded values are not recommended for survey control.
 SV1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1569.See file dsdata.txt to determine how the superseded data were derived.
 SV1569
 SV1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP2705703274(NAD 83)
 SV1569_MARKER: DD = SURVEY DISK
 SV1569_SETTING: 0 = UNSPECIFIED SETTING
 SV1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1569
 SV1569  HISTORY     - Date     Condition        Report By
 SV1569  HISTORY     - 1960     MONUMENTED       USGS
 SV1569
 SV1569                          STATION DESCRIPTION
 SV1569
 SV1569'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SV1569'LOCATED ABOUT 5.5 MI. (AIRLINE) ENE. OF CHILCO, 5.5 MI. SE. OF ATHOL,
 SV1569'ON THE HIGHEST POINT OF CEDAR MTN., IN THE NE. 1/4 SEC. 1, T 54 N,
 SV1569'R 3 W.
 SV1569'
 SV1569'TO REACH FROM THE HAYDEN LAKE POST OFFICE, DRIVE N. 2.1 MI. ON U.S.
 SV1569'HIGHWAY 10 ALTERNATE TO A RD. INTERSECTION, TAKE RIGHT FORK (E.) FOR
 SV1569'1.1 MI. TO A T-RD., TURN LEFT (N.) 1 MI., THENCE RIGHT (E.) FOR 1 MI.
 SV1569'TO A RD. INTERSECTION, CONTINUE STRAIGHT AHEAD (E.) FOR 0.5 MI. TO A
 SV1569'T-RD., CONTINUE STRAIGHT AHEAD (E.) FOR 1.3 MI. TO A Y-RD., TAKE LEFT
 SV1569'FORK FOR 2.05 MI. TO A T-RD. AT END OF HAYDEN LAKE, CONTINUE STRAIGHT
 SV1569'AHEAD FOR 0.15 MI. TO A T-RD., CONTINUE STRAIGHT AHEAD FOR 2.1 MI. TO
 SV1569'A Y-RD., CONTINUE STRAIGHT AHEAD FOR 0.1 MI. TO A Y-RD., TAKE RIGHT
 SV1569'FORK FOR 0.35 MI. TO A RD. JUNCTION, TAKE LEFT FORK PER SIGN --N.F.
 SV1569'HAYDEN CEDAR MT 10 MI.-- FOR 2.2 MI. TO A DIM Y-RD., TAKE RIGHT FORK
 SV1569'1.25 MI. AND A T-RD., TAKE LEFT FORK PER SIGN --CEDAR MT-- FOR 1.7 MI.
 SV1569'TO A RD. FORK IN SADDLE, TAKE LEFT FORK FOR 2.7 MI. TO TOP AND
 SV1569'STATION.
 SV1569'
 SV1569'STATION MARK--A STANDARD TABLET STAMPED---CEDAR MTN 1960---, CEMENTED
 SV1569'IN A SOIL PIPE BURIED IN GROUND AT APPROXIMATE CENTER OF THE RAZED
 SV1569'USFS L.O.T. SITE.
 SV1569'
 SV1569'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 SV1569'1960---, SET IN THE SE. PIER OF RAZED L.O.T., 15.47 FT. FROM THE
 SV1569'STATION MARK, S 45 DEG 36 MIN E.
 SV1569'
 SV1569'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 SV1569'1960---, SET IN THE SW. CONCRETE PIER OF RAZED L.O.T., 14.30 FT. FROM
 SV1569'THE STATION MARK, S 39 DEG 06 MIN W.
 SV1569'
 SV1569'NOTE--THE USFS L.O.T. --CEDAR MTN-- HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1067 ***********************************************************************
 NV1067  DESIGNATION -  CELAYA
 NV1067  PID         -  NV1067
 NV1067  STATE/COUNTY-  ID/TWIN FALLS
 NV1067  USGS QUAD   -  TAYLOR CANYON (1978)
 NV1067
 NV1067                         *CURRENT SURVEY CONTROL
 NV1067  ___________________________________________________________________
 NV1067* NAD 83(1994)-  42 02 42.58801(N)    114 56 11.83394(W)     ADJUSTED  
 NV1067* NAVD 88     -      2360.9    (meters)    7746.     (feet)  VERTCON   
 NV1067  ___________________________________________________________________
 NV1067  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 NV1067  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 NV1067
 NV1067  HORZ ORDER  -  FIRST
 NV1067
 NV1067.The horizontal coordinates were established by classical geodetic methods
 NV1067.and adjusted by the National Geodetic Survey in June 1998..
 NV1067
 NV1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1067
 NV1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1067
 NV1067.The geoid height was determined by GEOID03.
 NV1067
 NV1067;                    North         East     Units Scale Factor Converg.
 NV1067;SPC ID C     -    42,462.074   422,458.890   MT  1.00002133   -0 37 38.3
 NV1067;SPC ID W     -    42,357.119   867,337.183   MT  0.99998911   +0 32 41.1
 NV1067;SPC NV E     - 8,809,916.387   253,537.508   MT  0.99993526   +0 25 59.2
 NV1067;SPC NV E     -28,903,867.35    831,814.31   sFT  0.99993526   +0 25 59.2
 NV1067;UTM  11      - 4,656,850.459   670,767.161   MT  0.99995883   +1 22 56.0
 NV1067
 NV1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1067!SPC ID C     -   0.99963225  x   1.00002133  =   0.99965358
 NV1067!SPC ID W     -   0.99963225  x   0.99998911  =   0.99962137
 NV1067!SPC NV E     -   0.99963225  x   0.99993526  =   0.99956754
 NV1067!UTM  11      -   0.99963225  x   0.99995883  =   0.99959110
 NV1067
 NV1067:                Primary Azimuth Mark                     Grid Az
 NV1067:SPC ID C     -  CELAYA AZ MK                             015 40 32.1
 NV1067:SPC ID W     -  CELAYA AZ MK                             014 30 12.7
 NV1067:SPC NV E     -  CELAYA AZ MK                             014 36 54.6
 NV1067:UTM  11      -  CELAYA AZ MK                             013 39 57.8
 NV1067
 NV1067|---------------------------------------------------------------------|
 NV1067| PID    Reference Object                     Distance      Geod. Az  |
 NV1067|                                                           dddmmss.s |
 NV1067| CD4414 CELAYA AZ MK                                       0150253.8 |
 NV1067| CD4415 CELAYA RM 1                           6.263 METERS 04945     |
 NV1067| CD4416 CELAYA RM 2                           7.743 METERS 17703     |
 NV1067|---------------------------------------------------------------------|
 NV1067
 NV1067                          SUPERSEDED SURVEY CONTROL
 NV1067
 NV1067  NAD 83(1994)-  42 02 42.58770(N)    114 56 11.83059(W) AD(       ) 1
 NV1067  NAD 83(1992)-  42 02 42.58540(N)    114 56 11.82637(W) AD(       ) 1
 NV1067  NAD 83(1986)-  42 02 42.58542(N)    114 56 11.82593(W) AD(       ) 1
 NV1067  NAD 27      -  42 02 42.91100(N)    114 56 08.65300(W) AD(       ) 1
 NV1067  NGVD 29 (07/19/86) 2359.6    (m)         7741.     (f) VERT ANG       
 NV1067
 NV1067.Superseded values are not recommended for survey control.
 NV1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1067.See file dsdata.txt to determine how the superseded data were derived.
 NV1067
 NV1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG7076756850(NAD 83)
 NV1067_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1067_SETTING: 66 = SET IN ROCK OUTCROP
 NV1067_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 NV1067
 NV1067  HISTORY     - Date     Condition        Report By
 NV1067  HISTORY     - 1947     MONUMENTED       CGS
 NV1067
 NV1067                          STATION DESCRIPTION
 NV1067
 NV1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1067'STATION IS ABOUT 24 MILES S.W. OF ROGERSON, ABOUT 13 MILES
 NV1067'S.E. OF THE POST OFFICE IN THREE FORKS, AND ABOUT 3 MILES
 NV1067'N. OF THE IDAHO-NEVADA STATE LINE.  IT IS ABOUT 100 YARDS
 NV1067'N. OF THE SOUTH END OF A RIDGE THAT SLOPES TO THE NORTH BUT
 NV1067'IS STEEP ON THE OTHER THREE SIDES.
 NV1067'
 NV1067'THE STATION IS ABOUT 19 PACES W. OF A N-S FENCE, ABOUT 44
 NV1067'PACES S.W. OF AN OBLIQUE ANGLE IN THE N-S FENCE MENTIONED.
 NV1067'MARK IS NOTE 3 AND IS ABOUT 2 INCHES LOWER THAN THE SURROUNDING
 NV1067'GROUND.
 NV1067'
 NV1067'REFERENCE MARK NO. 1 IS NOTE 12A AND STAMPED CELAYA NO 1 1947.
 NV1067'IT IS FLUSH WITH THE GROUND BUT IS ABOUT 6 INCHES LOWER THAN
 NV1067'THE STATION.
 NV1067'
 NV1067'REFERENCE MARK NO. 2 IS NOTE 12A AND STAMPED CELAYA NO 2
 NV1067'1947.  IT IS ABOUT 6 INCHES LOWER THAN THE STATION AND PROJECTS
 NV1067'ABOUT 1 INCH.
 NV1067'
 NV1067'AZIMUTH MARK IS NOTE 12C AND STAMPED CELAYA 1947.  IT IS ABOUT
 NV1067'1/2 MILE NNE OF THE STATION AND ABOUT 0.1 MILE S OF AN E-W
 NV1067'FENCE, 42 FEET E OF A TRACK ROAD AND 2 FEET W OF A CAIRN
 NV1067'AND SET IN A BOULDER WHICH PROJECTS ABOUT 1 INCH AND IS
 NV1067'ABOUT 1-1/2 X 3 FEET IN DIMENSIONS.
 NV1067'
 NV1067'TO REACH FROM THE INTERSECTION OF THE JARBRIDGE ROAD AND
 NV1067'U.S. 93 IN ROGERSON, GO W ON THE JARBRIDGE ROAD FOR 10.9
 NV1067'MILES TO SIDE ROAD LEFT AND SIGN RIDGE ROUTE TR. TR., MONUMENT
 NV1067'SPRINGS 10, TURN LEFT AND GO S FOR 13.5 MILES ON THE MAIN
 NV1067'TRAVELED ROAD (BLADED ROAD), TO A FORK RIGHT ABOUT 0.15
 NV1067'MILE BEFORE COMING TO AN OLD FENCED IN WATER HOLE, TURN
 NV1067'RIGHT AND GO 0.8 MILE ON A TRACK ROAD PASSING THROUGH A WIRE
 NV1067'GATE AND CROSSING A DRY CREEK THEN NEAR THE CREST OF RIDGE
 NV1067'TURN LEFT UPHILL THROUGH SAGE-BRUSH AND GO 0.75 MILE (THERE
 NV1067'IS A DIM TRACK ROAD FOR THE LAST 0.6 MILE OF THE ABOVE BUT
 NV1067'AT FIRST IT SPREADS SO MUCH IN ALL DIRECTIONS THAT IT CANNOT
 NV1067'BE SEEN) TO THE AZIMUTH MARK AS DESCRIBED, CONTINUE ON
 NV1067'TRACK ROAD FOR ABOUT 0.6 MILE TO CREST OF RIDGE AND THENCE
 NV1067'LEFT UP HILL TO THE SE FOR ABOUT 0.3 MILE TO THE HIGHEST
 NV1067'POINT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1478 ***********************************************************************
 SV1478  DESIGNATION -  CEMENT
 SV1478  PID         -  SV1478
 SV1478  STATE/COUNTY-  ID/BONNER
 SV1478  USGS QUAD   -  LAKEVIEW (1996)
 SV1478
 SV1478                         *CURRENT SURVEY CONTROL
 SV1478  ___________________________________________________________________
 SV1478* NAD 83(1992)-  47 58 14.55574(N)    116 27 42.53573(W)     ADJUSTED  
 SV1478* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 SV1478  ___________________________________________________________________
 SV1478  LAPLACE CORR-           8.83  (seconds)                    DEFLEC99
 SV1478  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 SV1478
 SV1478  HORZ ORDER  -  SECOND
 SV1478
 SV1478.The horizontal coordinates were established by classical geodetic methods
 SV1478.and adjusted by the National Geodetic Survey in July 1992..
 SV1478
 SV1478.The orthometric height was scaled from a topographic map.
 SV1478
 SV1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1478
 SV1478.The geoid height was determined by GEOID03.
 SV1478
 SV1478;                    North         East     Units Scale Factor Converg.
 SV1478;SPC ID W     -   700,755.824   746,854.140   MT  0.99996803   -0 31 43.5
 SV1478;UTM  11      - 5,313,184.898   540,168.804   MT  0.99961983   +0 23 59.2
 SV1478
 SV1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1478!SPC ID W     -   0.99990142  x   0.99996803  =   0.99986945
 SV1478!UTM  11      -   0.99990142  x   0.99961983  =   0.99952128
 SV1478
 SV1478|---------------------------------------------------------------------|
 SV1478| PID    Reference Object                     Distance      Geod. Az  |
 SV1478|                                                           dddmmss.s |
 SV1478| CH6644 CEMENT RM 2                           6.821 METERS 10538     |
 SV1478| CH6643 CEMENT RM 1                           5.813 METERS 14956     |
 SV1478|---------------------------------------------------------------------|
 SV1478
 SV1478                          SUPERSEDED SURVEY CONTROL
 SV1478
 SV1478  NAD 83(1986)-  47 58 14.56176(N)    116 27 42.52771(W) AD(       ) 2
 SV1478  NAD 27      -  47 58 14.93207(N)    116 27 38.83920(W) AD(       ) 2
 SV1478
 SV1478.Superseded values are not recommended for survey control.
 SV1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1478.See file dsdata.txt to determine how the superseded data were derived.
 SV1478
 SV1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP4016913185(NAD 83)
 SV1478_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1478_SETTING: 80 = SET IN A BOULDER
 SV1478_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SV1478
 SV1478  HISTORY     - Date     Condition        Report By
 SV1478  HISTORY     - 1947     MONUMENTED       CGS
 SV1478  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SV1478
 SV1478                          STATION DESCRIPTION
 SV1478
 SV1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 SV1478'THE STATION IS ON THE EAST SHORE OF PEND OREILLE LAKE 0.6 MILES
 SV1478'NORTH OF THE ABANDONED CEMENT PLANT ABOUT HALFWAY BETWEEN THE
 SV1478'CEMENT PLANT AND THE TOWN OF LAKEVIEW ON THE FIRST LARGE POINT
 SV1478'NORTH OF THE PLANT WHERE THE SHORELINE BENDS NORTHEAST.  THE
 SV1478'POINT CONSISTS OF LARGE BROKEN ROCKS WHICH HAVE SLID FROM THE
 SV1478'SMALL HILL BEHIND THE STATION.  NORTHEAST OF THE POINT THE SHORE
 SV1478'IS SAND AND GRAVEL BEACH FOR ABOUT 200 FEET WHERE THERE IS
 SV1478'ANOTHER POINT.  THE MARK IS WEDGED IN MOST WESTERLY LARGE FLAG
 SV1478'BOULDER AT CENTER OF POINT, 10 FEET ABOVE MEAN WINTER LAKE
 SV1478'LEVEL.
 SV1478'
 SV1478'R.M. NO. 1 IS IN THE MOST SOUTHEASTERLY LARGE FLAT ROCK ON THE
 SV1478'POINT, 3 FEET FROM THE SOUTH EDGE OF A LARGE POINTED ROCK, AND
 SV1478'13 FEET HIGHER THAN STATION.
 SV1478'
 SV1478'R.M. NO. 2 IS IN A LARGE ROCK ABOUT 3 FEET NORTH OF THE RIDGE
 SV1478'OF THE POINT AND 3 FEET HIGHER THAN THE STATION.
 SV1478'
 SV1478'THE STATION IS BEST VISITED BY BOAT.
 SV1478
 SV1478                          STATION RECOVERY (1948)
 SV1478
 SV1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (ERM)
 SV1478'THE STATION WAS RECOVERED IN GOOD CONDITION BUT A NEW STATION WAS
 SV1478'ESTABLISHED BECAUSE THE PROPOSED POWER PROJECT AT ALBONI FALLS
 SV1478'WILL RAISE THE LAKE LEVEL.  THE NEW STATION IS CEMENT 2 1948.
 SV1478'THE REFERENCE MARKS WERE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1480 ***********************************************************************
 SV1480  DESIGNATION -  CEMENT 2
 SV1480  PID         -  SV1480
 SV1480  STATE/COUNTY-  ID/BONNER
 SV1480  USGS QUAD   -  LAKEVIEW (1996)
 SV1480
 SV1480                         *CURRENT SURVEY CONTROL
 SV1480  ___________________________________________________________________
 SV1480* NAD 83(1992)-  47 58 14.58474(N)    116 27 42.14731(W)     ADJUSTED  
 SV1480* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 SV1480  ___________________________________________________________________
 SV1480  LAPLACE CORR-           8.84  (seconds)                    DEFLEC99
 SV1480  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 SV1480
 SV1480  HORZ ORDER  -  SECOND
 SV1480
 SV1480.The horizontal coordinates were established by classical geodetic methods
 SV1480.and adjusted by the National Geodetic Survey in July 1992..
 SV1480
 SV1480.The orthometric height was scaled from a topographic map.
 SV1480
 SV1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1480
 SV1480.The geoid height was determined by GEOID03.
 SV1480
 SV1480;                    North         East     Units Scale Factor Converg.
 SV1480;SPC ID W     -   700,756.646   746,862.204   MT  0.99996802   -0 31 43.2
 SV1480;UTM  11      - 5,313,185.849   540,176.851   MT  0.99961983   +0 23 59.5
 SV1480
 SV1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1480!SPC ID W     -   0.99990142  x   0.99996802  =   0.99986944
 SV1480!UTM  11      -   0.99990142  x   0.99961983  =   0.99952128
 SV1480
 SV1480|---------------------------------------------------------------------|
 SV1480| PID    Reference Object                     Distance      Geod. Az  |
 SV1480|                                                           dddmmss.s |
 SV1480| CH6645 CEMENT 2 RM 1                         3.965 METERS 07559     |
 SV1480| CH6646 CEMENT 2 RM 2                         4.160 METERS 17225     |
 SV1480| SV1478 CEMENT                                8.106 METERS 26339     |
 SV1480| SV1476 TUMBLE                              APPROX. 3.7 KM 3165012.0 |
 SV1480|---------------------------------------------------------------------|
 SV1480
 SV1480                          SUPERSEDED SURVEY CONTROL
 SV1480
 SV1480  NAD 83(1986)-  47 58 14.59076(N)    116 27 42.13928(W) AD(       ) 2
 SV1480  NAD 27      -  47 58 14.96106(N)    116 27 38.45079(W) AD(       ) 2
 SV1480
 SV1480.Superseded values are not recommended for survey control.
 SV1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1480.See file dsdata.txt to determine how the superseded data were derived.
 SV1480
 SV1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP4017713186(NAD 83)
 SV1480_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1480_SETTING: 66 = SET IN ROCK OUTCROP
 SV1480
 SV1480  HISTORY     - Date     Condition        Report By
 SV1480  HISTORY     - 1948     MONUMENTED       CGS
 SV1480
 SV1480                          STATION DESCRIPTION
 SV1480
 SV1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 SV1480'THE STATION IS ON THE EAST SHORE OF PEND OREILLE LAKE 0.6 MILES
 SV1480'NORTHERLY OF THE ABANDONED CEMENT PLANT, ABOUT HALFWAY BETWEEN
 SV1480'CEMENT PLANT AND THE TOWN OF LAKEVIEW, ON THE FIRST LARGE POINT
 SV1480'NORTH OF THE PLANT WHERE THE SHORELINE BENDS NORTHEASTWARD.
 SV1480'THE POINT CONSISTS OF LARGE BROKEN ROCKS WHICH HAVE SLID FROM THE
 SV1480'SMALL HILL BACK OF THE STATION.  NORTHEAST OF THE STATION THERE
 SV1480'IS A SAND AND GRAVEL SHORELINE FOR ABOUT 200 M.  THE MARK IS
 SV1480'SET IN OUTCROP AMONG BOULDERS, 17 FT. ABOVE MEAN WINTER LAKE
 SV1480'LEVEL AND 7 METERS FROM WATERS EDGE.  THE STATION SHOULD BE
 SV1480'VISITED BY BOAT.
 SV1480'
 SV1480'R.M. NO. 1 IS EAST OF STATION IN OUTCROP 6 FT. HIGHER THAN STATION.
 SV1480'
 SV1480'R.M. NO. 2 IS SOUTH OF STATION IN OUTCROP 8 FT. HIGHER THAN STATION.
 SV1480'
 SV1480'R.M. NO. 3 IS OLD STATION CEMENT 1947 (NOT REMOVED) AND IS SET IN
 SV1480'LARGE BOULDER 9 FT. LOWER THAN STATION.  THIS MARK WILL BE COVERED
 SV1480'IF THE PROPOSED POWER PROJECT AT ALBENI FALLS RAISES THE LAKE
 SV1480'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0672 ***********************************************************************
 TO0672  DESIGNATION -  CEMETERY
 TO0672  PID         -  TO0672
 TO0672  STATE/COUNTY-  ID/BONNER
 TO0672  USGS QUAD   -  SANDPOINT (1996)
 TO0672
 TO0672                         *CURRENT SURVEY CONTROL
 TO0672  ___________________________________________________________________
 TO0672* NAD 83(1992)-  48 15 37.90743(N)    116 34 02.33880(W)     ADJUSTED  
 TO0672* NAVD 88     -       635.245  (meters)    2084.13   (feet)  ADJUSTED  
 TO0672  ___________________________________________________________________
 TO0672  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 TO0672  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TO0672  DYNAMIC HT  -         635.294 (meters)    2084.29  (feet)  COMP
 TO0672  MODELED GRAV-     980,668.7   (mgal)                       NAVD 88
 TO0672
 TO0672  HORZ ORDER  -  SECOND
 TO0672  VERT ORDER  -  FIRST     CLASS II
 TO0672
 TO0672.The horizontal coordinates were established by classical geodetic methods
 TO0672.and adjusted by the National Geodetic Survey in July 1992..
 TO0672
 TO0672.The orthometric height was determined by differential leveling
 TO0672.and adjusted by the National Geodetic Survey in June 1991..
 TO0672
 TO0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0672
 TO0672.The geoid height was determined by GEOID03.
 TO0672
 TO0672.The dynamic height is computed by dividing the NAVD 88
 TO0672.geopotential number by the normal gravity value computed on the
 TO0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0672.degrees latitude (g = 980.6199 gals.).
 TO0672
 TO0672.The modeled gravity was interpolated from observed gravity values.
 TO0672
 TO0672;                    North         East     Units Scale Factor Converg.
 TO0672;SPC ID W     -   733,057.227   739,319.481   MT  0.99997856   -0 36 35.6
 TO0672;UTM  11      - 5,345,348.174   532,113.379   MT  0.99961267   +0 19 22.3
 TO0672
 TO0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0672!SPC ID W     -   0.99990313  x   0.99997856  =   0.99988170
 TO0672!UTM  11      -   0.99990313  x   0.99961267  =   0.99951584
 TO0672
 TO0672|---------------------------------------------------------------------|
 TO0672| PID    Reference Object                     Distance      Geod. Az  |
 TO0672|                                                           dddmmss.s |
 TO0672| CH6650 CEMETERY RM 2                         7.095 METERS 00538     |
 TO0672| TO1060 SLEEP                               APPROX. 2.9 KM 1433057.9 |
 TO0672| TO1061 SPRING 2                            APPROX. 2.6 KM 2060705.6 |
 TO0672| CH6649 CEMETERY RM 1                        12.259 METERS 27309     |
 TO0672| CH6651 CEMETERY RM 3                        11.665 METERS 27858     |
 TO0672|---------------------------------------------------------------------|
 TO0672
 TO0672                          SUPERSEDED SURVEY CONTROL
 TO0672
 TO0672  NAD 83(1986)-  48 15 37.91718(N)    116 34 02.33266(W) AD(       ) 2
 TO0672  NAD 27      -  48 15 38.18146(N)    116 33 58.64193(W) AD(       ) 2
 TO0672
 TO0672.Superseded values are not recommended for survey control.
 TO0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0672.See file dsdata.txt to determine how the superseded data were derived.
 TO0672
 TO0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3211345348(NAD 83)
 TO0672_MARKER: DS = TRIANGULATION STATION DISK
 TO0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0672_SP_SET: CONCRETE POST
 TO0672_STAMPING: CEMETERY 1948
 TO0672_MARK LOGO: CGS   
 TO0672_PROJECTION: FLUSH
 TO0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0672+STABILITY: SURFACE MOTION
 TO0672
 TO0672  HISTORY     - Date     Condition        Report By
 TO0672  HISTORY     - 1948     MONUMENTED       CGS
 TO0672  HISTORY     - 1970     GOOD             NGS
 TO0672  HISTORY     - 1971     GOOD             IDDH
 TO0672  HISTORY     - 1980     GOOD             NGS
 TO0672  HISTORY     - 1980     GOOD             NGS
 TO0672  HISTORY     - 19940823 GOOD             NGS
 TO0672
 TO0672                          STATION DESCRIPTION
 TO0672
 TO0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 TO0672'THE STATION IS ON NORTH SIDE OF PEND OREILLE RIVER ABOUT
 TO0672'1 MILE WEST OF NORTH END OF HIGHWAY BRIDGE ACROSS THE RIVER
 TO0672'AT SANDPOINT IN LAKEVIEW CEMETERY.  TO REACH BY ROAD GO 1.0
 TO0672'MILES WEST ON U.S. HIGHWAY 10 FROM FARMIN BUILDING IN SANDPOINT
 TO0672'TO U.S. FOREST SERVICE OFFICE, THENCE 0.5 MILES SOUTHERLY
 TO0672'TO CEMETERY.  THE STATION IS AT THE SOUTH END OF THE CEMETERY
 TO0672'ON TOP OF A BLUFF ABOUT 35 FT. ABOVE MEAN WINTER LAKE LEVEL
 TO0672'AND BEHIND A SMALL RED FRAME BUILDING.  A 20 FT. TOWER WAS
 TO0672'USED AT THIS STATION.
 TO0672'
 TO0672'R.M. NO. 1 IS WEST OF STATION IN CONCRETE BLOCK AND AT ABOUT
 TO0672'THE SAME ELEVATION.
 TO0672'
 TO0672'R.M. NO. 2 IS NORTH OF STATION IN CONCRETE BLOCK AND AT ABOUT
 TO0672'THE SAME ELEVATION.
 TO0672
 TO0672                          STATION RECOVERY (1970)
 TO0672
 TO0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 TO0672'THE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD
 TO0672'CONDITION.  REFERENCE MARK NO. 1 WAS LOOSE IN THE GROUND.  THE
 TO0672'POST WAS DUG OUT, THE DISK RESTAMPED AND THE ORIGINAL DISK
 TO0672'AND POST RESET IN CONCRETE, THUS ESTABLISHING REFERENCE MARK
 TO0672'NO. 3.  THERE IS NO AZIMUTH MARK FOR THIS STATION, BUT EITHER
 TO0672'OF THE STATIONS LISTED ABOVE WILL SERVE THE PURPOSE.
 TO0672'
 TO0672'THE STATION IS ON THE NORTH SHORE OF PEND OREILLE LAKE, IN
 TO0672'THE SOUTHWESTERN PART OF SAND POINT, ABOUT 1-1/4 MILES
 TO0672'WEST OF THE BRIDGE OVER THE LAKE ON U.S. HIGHWAY 95 AND IN
 TO0672'THE SOUTHWESTERN CORNER OF LAKEVIEW CEMETERY.
 TO0672'
 TO0672'REACHED FROM THE INTERSECTION OF PINE STREET AND 5TH AVENUE,
 TO0672'IN THE SOUTHWESTERN PART OF THE SAND POINT BUSINESS DISTRICT,
 TO0672'BY GOING WEST ON PINE STREET (U.S. HIGHWAY 2), FOR 0.1 MILE
 TO0672'TO A Y, KEEP LEFT ON U.S. HIGHWAY 2 (ALONG SOUTH SIDE OF RAILROAD
 TO0672'TRACKS), 0.7 MILE TO A CROSSROAD WITH THE NORTHERN LIGHTS
 TO0672'INC. OFFICE BUILDING IN THE SOUTHEAST ANGLE.  TURN LEFT AND
 TO0672'GO SOUTH 0.5 MILE TO THE SOUTH ENTRANCE TO LAKEVIEW CEMETERY
 TO0672'ON THE LEFT AT THE END OF THE STREET AND THE STATION 45 YARDS
 TO0672'EAST OF THE CENTER OF THE STREET.
 TO0672'
 TO0672'THE STATION MARK, STAMPED CEMETERY 1948, IS A STANDARD DISK
 TO0672'SET IN A 12-INCH DIAMETER TILE FILLED WITH CONCRETE AND
 TO0672'PROJECTING 1 INCH ABOVE GROUND.  IT IS 32 FEET SOUTHWEST
 TO0672'OF A 3-FOOT DIAMETER TREE, THE TRUNK OF WHICH FORKS ABOUT 5
 TO0672'FEET ABOVE GROUND.  26.5 FEET SOUTHEAST OF THE CENTER OF
 TO0672'FOUR BIRCH TREES GROWING LESS THAN 2 FEET APART, 23.5 FEET
 TO0672'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BUILDING
 TO0672'AND 9 FEET NORTH OF THE UPPER EDGE OF A 15-FOOT BLUFF AT THE
 TO0672'EDGE OF THE LAKE.
 TO0672'
 TO0672'REFERENCE MARK NO. 2, STAMPED CEMETERY NO 2 1948, IS A STANDARD
 TO0672'DISK SET IN A 4-INCH SQUARE CONCRETE POST WHICH PROJECTS
 TO0672'2 INCHES.  IT IS 50 FEET SOUTH OF THE CENTER OF THE ROAD
 TO0672'TO THE SOUTH ENTRANCE OF THE CEMETERY, 14.4 FEET EAST OF
 TO0672'THE SOUTHEAST CORNER OF A SMALL BUILDING, 11 FEET WEST-SOUTHWEST
 TO0672'OF THE 3-FOOT DIAMETER TREE WITH FORKED TRUNK, AND 2.6 FEET
 TO0672'NORTH OF THE PROJECTED SOUTH SIDE OF THE SMALL BUILDING.
 TO0672'
 TO0672'REFERENCE MARK NO. 3, STAMPED CEMETERY NO 3 1948 1970, IS
 TO0672'A STANDARD DISK SET IN A 4-INCH SQUARE CONCRETE POST REINFORCED
 TO0672'WITH CONCRETE, AND PROJECTING 1 INCH ABOVE GROUND.  IT IS
 TO0672'19 FEET WEST-SOUTHWEST OF THE CENTER OF THE FOUR BIRCH TREES,
 TO0672'18.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SMALL
 TO0672'BUILDING AND AT THE SOUTHEAST CORNER OF A CLUMP OF BUSH.
 TO0672'
 TO0672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SAND POINT
 TO0672
 TO0672                          STATION RECOVERY (1971)
 TO0672
 TO0672'RECOVERY NOTE BY ID DEPT OF HIGHWAYS 1971 (GRD)
 TO0672'CEMETERY 1948-GOOD
 TO0672'
 TO0672'R.M.-1 1948-GOOD
 TO0672'
 TO0672'R.M.-2 1948-GOOD
 TO0672'
 TO0672'NEW DESCRIPTION--BEGINNING AT THE INTERSECTION OF 1ST AND
 TO0672'LAKE STREETS IN FRONT OF THE BONNER COUNTY COURT HOUSE, GO WEST ON
 TO0672'LAKE ST. 0.4 MILE TO INTERSECTION OF LAKE ST. AND U.S. 2
 TO0672'HIGHWAY.  TURN LEFT, GO S.W. 0.6 MILE ON U.S. 2 TO INTERSECTION
 TO0672'OF CITY STREET.  TURN LEFT BETWEEN NORTHERN LIGHT BUILDING
 TO0672'AND U.S. FOREST SERVICE BUILDING, GO SOUTH 0.4 MILE TO END
 TO0672'OF ROAD AND SOUTH ENTERANCE, AT THE S.W. CORNER OF CEMETERY.
 TO0672'GO ON SOUTH SIDE OF SMALL BUILDING TO THE STATION.  STATION IS
 TO0672'23.5 FT S.E. OF THE S.E. CORNER OF THE BUILDING.  33.0
 TO0672'FEET S.E. OF THE S.W. CORNER OF THE BUILDING, AND 6.0 FEET
 TO0672'NORTH OF THE BANK OF THE RIVER.  THE STATION IS ON THE
 TO0672'NORTH SIDE OF PEND OREILLE LAKE ABOUT 1-1/2 MILES WEST OF
 TO0672'THE NORTH END OF THE HIGHWAY BRIDGE ACROSS THE LAKE AT
 TO0672'SANDPOINT IN THE S.W. CORNER OF THE LAKEVIEW CEMETERY.
 TO0672'STATION IS ON A BLUFF ABOUT 15 FEET ABOVE THE LAKE,
 TO0672'SUMMER ELEVATION.  STATION NEEDS A WITNESS POST.
 TO0672
 TO0672                          STATION RECOVERY (1980)
 TO0672
 TO0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (BWM)
 TO0672'TRIANGULATION STATION RECOVERED ON THIS DATE AS DESCRIBED.
 TO0672
 TO0672                          STATION RECOVERY (1980)
 TO0672
 TO0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0672'2.3 KM SW FROM SANDPOINT.
 TO0672'1.7 KILOMETERS (1.05 MILES) SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 TO0672'SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, THENCE 0.6 KILOMETER
 TO0672'(0.4 MILE) SOUTH ALONG DIVISION STREET, SET AT THE SOUTH END OF
 TO0672'LAKEVIEW CEMETARY, 38.1 METERS (125 FEET) EAST OF THE CENTERLINE OF
 TO0672'THE STREET, 8.0 METERS (26.5 FEET) SOUTHEAST OF THE CENTER OF FOUR
 TO0672'BIRCH TREES, 7.15 METERS (23.5 FEET) SOUTHEAST OF THE SOUTHEAST CORNER
 TO0672'OF A SMALL BUILDING, 2.7 METERS (9.0 FEET) NORTH OF THE NORTH EDGE
 TO0672'OF PEND OREILLE RIVER.
 TO0672'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TO0672
 TO0672                          STATION RECOVERY (1994)
 TO0672
 TO0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (BEK)
 TO0672'RECOVERED IN GOOD CONDITION NOTE--FOR GPS OCCUPATION THERE IS HEAVY
 TO0672'BLOCKAGE FROM TREES IN THE NORTH AND NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1486 ***********************************************************************
 SV1486  DESIGNATION -  CEMETERY LOT
 SV1486  PID         -  SV1486
 SV1486  STATE/COUNTY-  ID/SHOSHONE
 SV1486  USGS QUAD   -  MARBLE CREEK (1995)
 SV1486
 SV1486                         *CURRENT SURVEY CONTROL
 SV1486  ___________________________________________________________________
 SV1486* NAD 83(1992)-  47 22 20.15845(N)    116 02 50.09684(W)     ADJUSTED  
 SV1486* NAVD 88     -      1705.3    (meters)    5595.     (feet)  VERTCON   
 SV1486  ___________________________________________________________________
 SV1486  LAPLACE CORR-           7.82  (seconds)                    DEFLEC99
 SV1486  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 SV1486
 SV1486  HORZ ORDER  -  THIRD
 SV1486
 SV1486.The horizontal coordinates were established by classical geodetic methods
 SV1486.and adjusted by the National Geodetic Survey in July 1992..
 SV1486
 SV1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1486
 SV1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1486
 SV1486.The geoid height was determined by GEOID03.
 SV1486
 SV1486;                    North         East     Units Scale Factor Converg.
 SV1486;SPC ID W     -   634,020.558   777,551.431   MT  0.99993952   -0 13 07.3
 SV1486;UTM  11      - 5,246,974.094   571,928.527   MT  0.99966358   +0 42 03.7
 SV1486
 SV1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1486!SPC ID W     -   0.99973534  x   0.99993952  =   0.99967488
 SV1486!UTM  11      -   0.99973534  x   0.99966358  =   0.99939901
 SV1486
 SV1486                          SUPERSEDED SURVEY CONTROL
 SV1486
 SV1486  NAD 83(1986)-  47 22 20.16192(N)    116 02 50.08836(W) AD(       ) 3
 SV1486  NAD 27      -  47 22 20.43655(N)    116 02 46.52485(W) AD(       ) 3
 SV1486  NGVD 29 (07/19/86) 1704.1    (m)         5591.     (f) VERT ANG       
 SV1486
 SV1486.Superseded values are not recommended for survey control.
 SV1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1486.See file dsdata.txt to determine how the superseded data were derived.
 SV1486
 SV1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN7192946974(NAD 83)
 SV1486_MARKER: 57 = LOOKOUT TOWER
 SV1486
 SV1486  HISTORY     - Date     Condition        Report By
 SV1486  HISTORY     - 1956     FIRST OBSERVED   USGS
 SV1486
 SV1486                          STATION DESCRIPTION
 SV1486
 SV1486'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV1486'NOT OCCUPIED, INTERSECTED ONLY.
 SV1486'
 SV1486'LOCATED ABOUT 9.5 MI NE. OF CALDER.  ON HIGHEST POINT OF LONG BARE
 SV1486'RIDGE KNOWN AS CEMETERY RIDGE.
 SV1486'
 SV1486'STATION MARK--CENTER OF LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1313 ***********************************************************************
 QB1313  DESIGNATION -  CENTER
 QB1313  PID         -  QB1313
 QB1313  STATE/COUNTY-  ID/PAYETTE
 QB1313  USGS QUAD   -  PAYETTE (1974)
 QB1313
 QB1313                         *CURRENT SURVEY CONTROL
 QB1313  ___________________________________________________________________
 QB1313* NAD 83(1992)-  44 01 30.13549(N)    116 56 08.95803(W)     ADJUSTED  
 QB1313* NAVD 88     -       653.     (meters)    2142.     (feet)  SCALED    
 QB1313  ___________________________________________________________________
 QB1313  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 QB1313  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 QB1313
 QB1313  HORZ ORDER  -  THIRD
 QB1313
 QB1313.The horizontal coordinates were established by classical geodetic methods
 QB1313.and adjusted by the National Geodetic Survey in July 1992..
 QB1313
 QB1313.The orthometric height was scaled from a topographic map.
 QB1313
 QB1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1313
 QB1313.The geoid height was determined by GEOID03.
 QB1313
 QB1313;                    North         East     Units Scale Factor Converg.
 QB1313;SPC ID W     -   262,657.095   704,935.859   MT  1.00004444   -0 49 27.0
 QB1313;SPC OR S     -   268,065.333 1,785,664.525   MT  1.00000646   +2 26 18.3
 QB1313;SPC OR S     -   879,479.44  5,858,479.41   iFT  1.00000646   +2 26 18.3
 QB1313;UTM  11      - 4,874,655.724   505,143.276   MT  0.99960033   +0 02 40.6
 QB1313
 QB1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1313!SPC ID W     -   0.99990040  x   1.00004444  =   0.99994483
 QB1313!SPC OR S     -   0.99990040  x   1.00000646  =   0.99990686
 QB1313!UTM  11      -   0.99990040  x   0.99960033  =   0.99950077
 QB1313
 QB1313                          SUPERSEDED SURVEY CONTROL
 QB1313
 QB1313  NAD 83(1991)-  44 01 30.13556(N)    116 56 08.95793(W) AD(       ) 3
 QB1313  NAD 83(1986)-  44 01 30.13498(N)    116 56 08.95842(W) AD(       ) 3
 QB1313  NAD 27      -  44 01 30.54600(N)    116 56 05.38900(W) AD(       ) 3
 QB1313
 QB1313.Superseded values are not recommended for survey control.
 QB1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1313.See file dsdata.txt to determine how the superseded data were derived.
 QB1313
 QB1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0514374656(NAD 83)
 QB1313_MARKER: Z = SEE DESCRIPTION
 QB1313_SETTING: 0 = UNSPECIFIED SETTING
 QB1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB1313
 QB1313  HISTORY     - Date     Condition        Report By
 QB1313  HISTORY     - 1945     MONUMENTED       CGS
 QB1313
 QB1313                          STATION DESCRIPTION
 QB1313
 QB1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1313'ABOUT 1 MILE E OF ONTARIO, NEAR THE CENTER OF U.S. HIGHWAY
 QB1313'30 BRIDGE OVER THE SNAKE RIVER, 1.5 MILES W OF THE INTERSECTION
 QB1313'OF U.S. HIGHWAYS 30, 30N, AND 95, AND IN THE TOP OF THE S
 QB1313'AND CENTER PIER.  (THERE IS NO INDICATION THAT THE PIER MARKS
 QB1313'THE STATE BOUNDARY.) IT IS 489 FEET E OF THE W END OF THE
 QB1313'BRIDGE, 482 FEET W OF THE E END OF THE BRIDGE, 3 FEET N OF
 QB1313'THE S EDGE OF THE PIER, 6 INCHES S OF THE GIRDER BASE ON
 QB1313'TOP OF THE PIER, AND 3 FEET LOWER THAN THE DECK OF THE BRIDGE.
 QB1313'
 QB1313'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE AND FLUSH
 QB1313'WITH THE TOP OF THE PIER.  IT IS STAMPED CENTER 1945.
 QB1313'
 QB1313'HEIGHT OF LIGHT ABOVE STATION MARK - 2.05 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0680 ***********************************************************************
 QZ0680  DESIGNATION -  CENTER
 QZ0680  PID         -  QZ0680
 QZ0680  STATE/COUNTY-  ID/VALLEY
 QZ0680  USGS QUAD   -  CENTER MTN (1973)
 QZ0680
 QZ0680                         *CURRENT SURVEY CONTROL
 QZ0680  ___________________________________________________________________
 QZ0680* NAD 83(1992)-  45 06 03.99075(N)    115 13 25.43594(W)     ADJUSTED  
 QZ0680* NAVD 88     -      2843.4    (meters)    9329.     (feet)  VERTCON   
 QZ0680  ___________________________________________________________________
 QZ0680  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 QZ0680  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 QZ0680
 QZ0680  HORZ ORDER  -  FIRST
 QZ0680
 QZ0680.The horizontal coordinates were established by classical geodetic methods
 QZ0680.and adjusted by the National Geodetic Survey in July 1992..
 QZ0680
 QZ0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0680
 QZ0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0680
 QZ0680.The geoid height was determined by GEOID03.
 QZ0680
 QZ0680;                    North         East     Units Scale Factor Converg.
 QZ0680;SPC ID W     -   381,676.625   841,418.744   MT  0.99995442   +0 22 22.0
 QZ0680;UTM  11      - 4,995,717.098   639,750.589   MT  0.99984015   +1 15 30.3
 QZ0680
 QZ0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0680!SPC ID W     -   0.99955661  x   0.99995442  =   0.99951105
 QZ0680!UTM  11      -   0.99955661  x   0.99984015  =   0.99939683
 QZ0680
 QZ0680|---------------------------------------------------------------------|
 QZ0680| PID    Reference Object                     Distance      Geod. Az  |
 QZ0680|                                                           dddmmss.s |
 QZ0680| CH7089 CENTER RM 2                           7.344 METERS 06412     |
 QZ0680| QZ0598 MCGUIRE                             APPROX.49.6 KM 0802051.7 |
 QZ0680| QA0785 RAINBOW PEAK                        APPROX.15.4 KM 1811156.8 |
 QZ0680| CH7088 CENTER RM 1                          12.005 METERS 30738     |
 QZ0680|---------------------------------------------------------------------|
 QZ0680
 QZ0680                          SUPERSEDED SURVEY CONTROL
 QZ0680
 QZ0680  NAD 83(1986)-  45 06 03.99190(N)    115 13 25.43066(W) AD(       ) 1
 QZ0680  NAD 27      -  45 06 04.30947(N)    115 13 22.03493(W) AD(       ) 1
 QZ0680  NGVD 29 (07/19/86) 2841.8    (m)         9323.     (f) VERT ANG       
 QZ0680
 QZ0680.Superseded values are not recommended for survey control.
 QZ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0680.See file dsdata.txt to determine how the superseded data were derived.
 QZ0680
 QZ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK3975195717(NAD 83)
 QZ0680_MARKER: Z = SEE DESCRIPTION
 QZ0680_SETTING: 0 = UNSPECIFIED SETTING
 QZ0680
 QZ0680  HISTORY     - Date     Condition        Report By
 QZ0680  HISTORY     - 1935     MONUMENTED       CGS
 QZ0680  HISTORY     - 1938     SEE DESCRIPTION  CGS
 QZ0680  HISTORY     - 1959     SEE DESCRIPTION  CGS
 QZ0680
 QZ0680                          STATION DESCRIPTION
 QZ0680
 QZ0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 QZ0680'ON THE MOUNTAIN LOCALLY KNOWN AS CENTER MOUNTAIN AND OCCUPIED
 QZ0680'BY A U.S. FOREST SERVICE LOOKOUT OF THE SAME NAME, IN SEC.
 QZ0680'3, T. 20 N., R. 10 E.
 QZ0680'
 QZ0680'TO REACH FROM THE CABIN OF CHARLES MYERS ABOUT 2 MILES UP
 QZ0680'BIG CREEK FROM THE BIG CREEK RANGER STATION, TAKE THE
 QZ0680'LICK CREEK TRAIL FOR APPROXIMATELY 6 MILES TO A FORK AND A
 QZ0680'SIGN, CENTER MTN. L.O. 5 MILES.  TAKE THE LEFT FORK AND
 QZ0680'FOLLOW THIS TRAIL FOR 5 MILES TO THE TOP AND STATION.
 QZ0680'TRAIL LEADS OVER SOME BAD SLIDE ROCK AND IN SOME INSTANCES MAY
 QZ0680'NEED SOME REPAIR TO ALLOW THE PASSAGE OF PACK STOCK.
 QZ0680'
 QZ0680'SURFACE MARK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK SET
 QZ0680'IN OUTCROPPING BEDROCK.
 QZ0680'
 QZ0680'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS A U.S. COAST
 QZ0680'AND GEODETIC SURVEY STANDARD BRONZE DISK SET IN OUTCROPPING
 QZ0680'BEDROCK AS DESCRIBED IN NOTE 12A.
 QZ0680'
 QZ0680'REFERENCE MARK NO. 2, EAST OF THE STATION, IS A U.S. GEOLOGICAL
 QZ0680'SURVEY STANDARD DISK.
 QZ0680'
 QZ0680'U.S. GEOLOGICAL SURVEY ELEVATION IS GIVEN AS 9324 FEET.
 QZ0680'
 QZ0680'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 QZ0680
 QZ0680                          STATION RECOVERY (1938)
 QZ0680
 QZ0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACT)
 QZ0680'ABOUT 5 MILES, AIRLINE, EAST OF EDWARDSBURG, ON THE HIGHEST
 QZ0680'POINT OF CENTER MOUNTAIN ABOUT 14 FEET SOUTH OF THE LOOKOUT
 QZ0680'HOUSE DOOR.
 QZ0680'
 QZ0680'TO REACH FROM EDWARDSBURG, GO SOUTH ON THE YELLOW PINE ROAD
 QZ0680'FOR ABOUT 1-1/2 MILES TO SIGN LICK CREEK TRAIL, TURN LEFT
 QZ0680'AND FOLLOW THIS TRAIL AND TELEPHONE LINE SOUTH, EAST AND
 QZ0680'NORTH ABOUT 14 MILES TO CENTER MOUNTAIN LOOKOUT HOUSE AND
 QZ0680'STATION.  TIME ABOUT 6-1/2-HOUR HORSE PACK FROM EDWARDSBURG.
 QZ0680'PACK HORSES CAN BE OBTAINED FROM THE MC COY RANCH ON MONUMENTAL
 QZ0680'CREEK OR AT TIMES IN THE VICINITY OF EDWARDSBURG.  THERE IS
 QZ0680'A TRAIL LEADING FROM CENTER MOUNTAIN TO BLACK BUTTE MOUNTAIN
 QZ0680'AND ALSO RAINBOW MOUNTAIN.
 QZ0680'
 QZ0680'SURFACE MARK IS A U.S. GEOLOGICAL SURVEY STANDARD DISK SET
 QZ0680'IN A BOULDER AND STAMPED CENTER 1934.
 QZ0680'
 QZ0680'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY STANDARD
 QZ0680'DISK, NORTHWEST OF STATION, SET IN A BOULDER FLUSH WITH
 QZ0680'THE GROUND AND IS STAMPED CENTER NO. 1 1934.
 QZ0680'
 QZ0680'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY STANDARD
 QZ0680'DISK, NORTHEAST OF STATION, SET IN A LARGE BOULDER FLUSH
 QZ0680'WITH THE GROUND, AND STAMPED CENTER NO. 2 1934.
 QZ0680'
 QZ0680'REFERENCE MARK NO. 1 IS A STANDARD U.S. COAST AND GEODETIC
 QZ0680'SURVEY DISK, NORTH OF STATION, SET IN A BOULDER FLUSH WITH
 QZ0680'THE GROUND AND IS STAMPED CENTER MT. NO. 1 1935.
 QZ0680
 QZ0680                          STATION RECOVERY (1959)
 QZ0680
 QZ0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QZ0680'THE STATION AND MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 QZ0680'TO BE IN GOOD CONDITION.  THE CENTER MOUNTAIN LOOKOUT HOUSE
 QZ0680'HAS BEEN BURNED DOWN AND ALL THAT REMAINS IS A SQUARE ROCK
 QZ0680'FOUNDATION.  A NEW DESCRIPTION FOLLOWS--
 QZ0680'
 QZ0680'LOCATED ABOUT, AIRLINE, 5 MILES EAST OF BIG CREEK ON THE
 QZ0680'HIGHEST POINT OF CENTER MOUNTAIN, AT THE SITE OF THE CENTER
 QZ0680'MTN. LOOKOUT HOUSE.
 QZ0680'
 QZ0680'TO REACH FROM THE HEADQUARTERS LODGE STORE IN BIG CREEK.
 QZ0680'GO SOUTH ON THE ROAD TO YELLOWPINE FOR 2.1 MILES TO A SIGN
 QZ0680'ON THE LEFT--LICK CREEK TRAIL.  TURN LEFT, EAST, END OF
 QZ0680'TRUCK TRAVEL.  FOLLOW THIS TRAIL SOUTH, EAST AND NORTH 6 MILES
 QZ0680'TO A FORK AND SIGN--CENTER MTN LOOKOUT 7.  TAKE LEFT FORK,
 QZ0680'NORTHERLY, 7 MILES TO THE OLD LOOKOUT AND STATION SITE.  HORSES
 QZ0680'OBTAINED FROM MR. F. KISSINGER IN YELLOWPINE AND DEL DAVIS
 QZ0680'IN BIG CREEK.  (4-1/2 HOUR PACK)
 QZ0680'
 QZ0680'STATION MARK.  A STANDARD USGS TABLET STAMPED CENTER 1934
 QZ0680'IS CEMENTED IN A DRILL HOLE IN BEDROCK IN A SHALLOW DEPRESSION
 QZ0680'ABOUT 5 INCHES BELOW THE GROUND SURFACE.  IT IS ABOUT 21
 QZ0680'FEET SOUTH OF THE CENTER OF THE LOOKOUT HOUSE FOUNDATION,
 QZ0680'5 FEET NORTH OF THE 3RD ROCK CAIRN FROM THE MOST WESTERLY
 QZ0680'OF SEVEN AND 3 FEET LOWER THAN THE HIGHEST POINT ON THE
 QZ0680'MOUNTAIN.
 QZ0680'
 QZ0680'REFERENCE MARK NO 1.  A STANDARD USC AND GS DISC STAMPED
 QZ0680'CENTER MT NO 1 1935 IS CEMENTED IN A DRILL HOLE IN A BOULDER
 QZ0680'18 INCHES BY 24 INCHES FLUSH WITH THE GROUND AND THE SAME
 QZ0680'ELEVATION AS THE STATION MARK.  IT IS 7 FEET NORTH OF AN
 QZ0680'OLD TELEPHONE POLE AND 11 FEET NORTHWEST OF NORTHWEST CORNER
 QZ0680'OF LOOKOUT HOUSE FOUNDATION.
 QZ0680'
 QZ0680'REFERENCE MARK NO 1 (USGS).  A STANDARD USGS TABLET STAMPED
 QZ0680'CENTER NO 1 1934 IS CEMENTED IN A DRILL HOLE IN A BOULDER 14
 QZ0680'INCHES BY 18 INCHES FLUSH WITH THE GROUND AND 18 INCHES HIGHER
 QZ0680'THAN THE STATION.  IT IS 6 FEET SOUTH OF THE CENTER OF A LARGE
 QZ0680'FLAT CAIRN, 18 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE AND
 QZ0680'15 FEET NORTH OF MOST WESTERLY SQUARE CAIRN.
 QZ0680'
 QZ0680'REFERENCE MARK NO 2.  A STANDARD USGS TABLET STAMPED CENTER
 QZ0680'NO 2 1934 IS CEMENTED IN A DRILL HOLE IN BEDROCK 4 INCHES
 QZ0680'BELOW THE SURFACE OF THE GROUND AND 18 INCHES LOWER THAN
 QZ0680'THE STATION.  IT IS 8 FEET EAST OF THE SOUTHEAST CORNER OF
 QZ0680'LOOKOUT HOUSE FOUNDATION AND 17 FEET NORTHWEST OF THE EASTERN
 QZ0680'MOST SQUARE CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1272 ***********************************************************************
 RA1272  DESIGNATION -  CENTER
 RA1272  PID         -  RA1272
 RA1272  STATE/COUNTY-  ID/IDAHO
 RA1272  USGS QUAD   -  WHITE BIRD (1982)
 RA1272
 RA1272                         *CURRENT SURVEY CONTROL
 RA1272  ___________________________________________________________________
 RA1272* NAD 83(1992)-  45 49 27.25764(N)    116 20 41.78142(W)     ADJUSTED  
 RA1272* NAVD 88     -      1361.4    (meters)    4467.     (feet)  VERTCON   
 RA1272  ___________________________________________________________________
 RA1272  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 RA1272  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 RA1272
 RA1272  HORZ ORDER  -  SECOND
 RA1272
 RA1272.The horizontal coordinates were established by classical geodetic methods
 RA1272.and adjusted by the National Geodetic Survey in July 1992..
 RA1272
 RA1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1272
 RA1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1272
 RA1272.The geoid height was determined by GEOID03.
 RA1272
 RA1272;                    North         East     Units Scale Factor Converg.
 RA1272;SPC ID W     -   462,077.890   753,771.441   MT  0.99995960   -0 25 36.1
 RA1272;UTM  11      - 5,074,728.076   550,883.201   MT  0.99963183   +0 28 11.4
 RA1272
 RA1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1272!SPC ID W     -   0.99978915  x   0.99995960  =   0.99974876
 RA1272!UTM  11      -   0.99978915  x   0.99963183  =   0.99942106
 RA1272
 RA1272:                Primary Azimuth Mark                     Grid Az
 RA1272:SPC ID W     -  CENTER AZ MK                             020 24 31.0
 RA1272:UTM  11      -  CENTER AZ MK                             019 30 43.5
 RA1272
 RA1272|---------------------------------------------------------------------|
 RA1272| PID    Reference Object                     Distance      Geod. Az  |
 RA1272|                                                           dddmmss.s |
 RA1272| CH6653 CENTER AZ MK                                       0195854.9 |
 RA1272| CH7085 CENTER RM 1                           4.788 METERS 06935     |
 RA1272| CH7086 CENTER RM 2                           3.779 METERS 22420     |
 RA1272|---------------------------------------------------------------------|
 RA1272
 RA1272                          SUPERSEDED SURVEY CONTROL
 RA1272
 RA1272  NAD 83(1991)-  45 49 27.25858(N)    116 20 41.78087(W) AD(       ) 2
 RA1272  NAD 83(1986)-  45 49 27.25858(N)    116 20 41.78063(W) AD(       ) 2
 RA1272  NAD 27      -  45 49 27.68415(N)    116 20 38.26270(W) AD(       ) 2
 RA1272  NGVD 29 (07/19/86) 1360.3    (m)         4463.     (f) VERT ANG       
 RA1272
 RA1272.Superseded values are not recommended for survey control.
 RA1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1272.See file dsdata.txt to determine how the superseded data were derived.
 RA1272
 RA1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5088374728(NAD 83)
 RA1272_MARKER: DS = TRIANGULATION STATION DISK
 RA1272_SETTING: 66 = SET IN ROCK OUTCROP
 RA1272_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RA1272_STAMPING: CENTER 1945
 RA1272_MARK LOGO: CGS   
 RA1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA1272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1272+STABILITY: POSITION/ELEVATION WELL
 RA1272
 RA1272  HISTORY     - Date     Condition        Report By
 RA1272  HISTORY     - 1945     MONUMENTED       CGS
 RA1272  HISTORY     - 1978     GOOD             NGS
 RA1272  HISTORY     - 19840829 GOOD             NGS
 RA1272
 RA1272                          STATION DESCRIPTION
 RA1272
 RA1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1272'STATION IS LOCATED 3.5 MILES NW OF WHITE BIRD, 3.0 MILES E OF
 RA1272'CANFIELD, 1.0 MILE W OF THE SALMON RIVER, AND 2.8 MILES E OF CENTER
 RA1272'CREEK.  STATION IS ON A PROMINENT ROCKY POINT OVERLOOKING THE
 RA1272'SALMON RIVER.
 RA1272'
 RA1272'TO REACH FROM THE POST OFFICE AT WHITE BIRD, GO S ON U.S. HIGHWAY 95
 RA1272'FOR 1.8 MILES, TURN RIGHT (W), CROSS THE BRIDGE OVER THE SALMON
 RA1272'RIVER AND FOLLOW THE MAIN TRAVELED ROAD, N AND W, UP THE STEEP ROCKY
 RA1272'GRADE FOR 9.15 MILES TO A T-JUNCTION AT THE SUMMIT AND A SIGN
 RA1272'READING CANFIELD.  TURN RIGHT (N) AND FOLLOW GRADED ROAD FOR
 RA1272'0.75 MILE, TURN LEFT AND FOLLOW THE GRADED ROAD E AND N FOR 1.55
 RA1272'MILES, TURN RIGHT, PASS THROUGH A WIRE GATE AND DRIVE ACROSS
 RA1272'COUNTRY FOR ABOUT 100 YARDS TO THE ROCKY POINT AND THE STATION.
 RA1272'
 RA1272'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 RA1272'BEDROCK OUTCROP WHICH PROJECTS ABOUT 2 FEET.  DISK IS STAMPED CENTER
 RA1272'1945.
 RA1272'
 RA1272'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 RA1272'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 FEET AND IS ABOUT 3 FEET
 RA1272'LOWER THAN THE STATION.  DISK IS STAMPED CENTER NO 1 1945.
 RA1272'
 RA1272'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 RA1272'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 FOOT AND IS ABOUT 4 FEET
 RA1272'LOWER THAN THE STATION.  DISK IS STAMPED CENTER NO 2 1945.
 RA1272'
 RA1272'AZIMUTH MARK IS LOCATED ABOUT 0.6 MILE N OF THE STATION, 133 FEET E
 RA1272'OF A WIRE FENCE, AND ON THE EDGE OF A ROCKY POINT OVERLOOKING THE
 RA1272'SALMON RIVER.  IT IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 RA1272'BEDROCK WHICH IS FLUSH WITH THE GROUND.  DISK IS STAMPED CENTER
 RA1272'1945.
 RA1272
 RA1272                          STATION RECOVERY (1978)
 RA1272
 RA1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RA1272'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 RA1272'RECOVERED IN GOOD CONDITION.  THERE WERE NUMEROUS ERRORS IN THE
 RA1272'ORIGINAL DESCRIPTION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RA1272'
 RA1272'THE STATION IS ON RANGE LAND OWNED BY THE HECKMAN CATTLE COMPANY.
 RA1272'
 RA1272'TO REACH THE STATION FROM THE WHITE BIRD POST OFFICE GO SOUTHWEST
 RA1272'ON THE MACADAM ROAD, FORMERLY U.S. HIGHWAY 95, FOR 1.75 MILES TO A
 RA1272'FORK, TAKE THE RIGHT FORK, CROSS THE BRIDGE OVER THE SALMON RIVER,
 RA1272'THEN GO NORTH, AND WEST ON THE MOUNTAIN ROAD FOR 9.4 MILES TO A
 RA1272'FORK AT THE SUMMIT.  TAKE THE RIGHT FORK, CROSSING THE CATTLE
 RA1272'GUARD, AND GO NORTH ON THE GRAVEL ROAD FOR 1.0 MILE TO A SIDE ROAD
 RA1272'RIGHT, 0.1 MILE AFTER PASSING A CORRAL ON THE RIGHT.  TURN RIGHT,
 RA1272'AND GO NORTHEAST ON THE GRAVEL ROAD FOR 1.5 MILES TO A GATE
 RA1272'ON THE RIGHT, WHERE THE ROAD CURVES FROM NORTHEAST TO NORTH, AND
 RA1272'THE END OF TRUCK TRAVEL.  HIKE EAST IN THE PASTURE FOR 100 YARDS
 RA1272'TO THE ROCK OUT CROP, AND STATION.
 RA1272'
 RA1272'THE STATION MARK, STAMPED CENTER 1945, IS A STANDARD DISK CEMENTED
 RA1272'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2-FEET, 250 FEET EAST OF
 RA1272'THE GATE INTO THE PASTURE, AND 2 FEET EAST OF A ROCK CAIRN.
 RA1272'
 RA1272'REFERENCE MARK NO. 1, STAMPED CENTER NO 1 1945, IS A STANDARD DISK
 RA1272'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1-FOOT, AND IS
 RA1272'2.5 FEET LOWER THAN THE STATION.
 RA1272'
 RA1272'REFERENCE MARK NO. 2, STAMPED CENTER NO 2 1945, IS A STANDARD DISK
 RA1272'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1-FOOT, AND IS
 RA1272'2-FEET LOWER THAN THE STATION.
 RA1272'
 RA1272'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE GRAVEL
 RA1272'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RA1272'
 RA1272'THE AZIMUTH MARK, STAMPED CENTER 1945, IS A STANDARD DISK CEMENTED
 RA1272'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2.5 FEET, 175 FEET EAST OF
 RA1272'THE ROAD, 130 FEET EAST OF THE FENCE, AND 10 FEET EAST OF A ROCK
 RA1272'CAIRN.
 RA1272'
 RA1272'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES NORTHWEST
 RA1272'OF WHITE BIRD.
 RA1272
 RA1272                          STATION RECOVERY (1984)
 RA1272
 RA1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 RA1272'THE STATION, BOTH RMS AND THE AZ MK WERE RECOVERED IN GOOD CONDITION.
 RA1272'THE AZ MK WAS POSITIONED AT THIS TIME.  THE DISTANCE AND AZ MK COMPARE
 RA1272'FAVORABLY TO RM 2, WHILE THE AZ TO RM 1 COMPARE FAVORABLY WITH THE
 RA1272'1945 DESCRIPTION THE DISTANCE DIFFERS BY .025 METER.  (0.082 FT) THE
 RA1272'STATION IS LOCATED ABOUT 3.5 MILES (5.6 KM) OF WHITEBIRD, 3.0 MILES
 RA1272'(4.8 KM) E OF CANFIELD, 2.8 MILES (4.5 KM) E OF CENTER CREEK AND 1
 RA1272'MILE (1.6 KM) W OF THE SALMON RIVER ON A PROMINENT ROCKY POINT
 RA1272'OVERLOOKING THE SALMON RIVER.  TO REACH THE STATION FROM THE POST
 RA1272'OFFICE IN WHITE BIRD, GO S FOR 1.9 MILE (3.1 KM) TO A ROAD FOR, TURN
 RA1272'RIGHT ACCROSS BRIDGE AND GO 0.2 MILE (0.3 KM) TO A ROAD FORK.  KEEP
 RA1272'RIGHT AND GO 1.3 MILES (2.1 KM) TO A ROAD FORK, TURN LEFT UPHILL AND
 RA1272'GO 8.0 MILES (12.9 KM) TO A ROAD FORK, TURN RIGHT AND GO 0.9 MILE (1.4
 RA1272'KM) TO A ROAD RIGHT, TURN RIGHT AND GO 1.5 MILES (2.4 KM) TO A CURVE
 RA1272'IN THE ROAD AND A GATE ON THE RIGHT, PASS THROUGH GATE AND GO ABOUT 75
 RA1272'METERS (246.1 FT) TO THE STATION.
 RA1272' 
 RA1272'THE STATION IS A STANDARD CGS DISK STAMPED---CENTER 1945---, SET INTO
 RA1272'A ROCK OUTCROP, 4 METERS (13.1 FT) LARGEST DIMENSION.  THE STATION IS
 RA1272'LOCATED 100 METERS (328.1 FT) E FROM A GATE IN THE FENCE, 30 METERS
 RA1272'(98.4 FT) NNE FROM A TREE, AND 0.9 METERS (3.0 FT) SW FROM A WITNESS
 RA1272'POST.  RM NO 1, IS A STANDARD CGS DISK STAMPED---CENTER NO 1 1945---.
 RA1272'THE STTAION IS LOCATED 4.0 METERS (13.1 FT) NE FROM A WITNESS POST,
 RA1272'1.3 METERS (4.3 FT) S FROM THE N EDGE OF RIM ROCK, AND 1.5 METERS (4.9
 RA1272'FT) LOWER THAN THE STATION, RM NO 2, IS A STANDARD CGS DISK
 RA1272'STAMPED---CENTER NO 2 1945---, SET INTO A ROCK OUTCROP, 1 METERS (3.3
 RA1272'FT) LARGEST DIMENSION.  THE STATION IS LOCATED 23.4 METERS (76.8 FT)
 RA1272'NNE FROM A TREE, 4.6 METERS (15.1 FT) SSW FROM A FIBERGLASS WITNESS
 RA1272'POST, AND 1 METER (3.3 FT) LOWER THAN THE STATION.  AZ MK NO 1, IS A
 RA1272'STANDARD CGS DISK STAMPED---CENTER 1945---, SET INTO A ROCK OUTCROP, 3
 RA1272'METERS (9.8 FT) LARGEST DIMENSION.  THE STATION IS LOCATED 40 METERS
 RA1272'(131.2 FT) E FROM A FENCE, 0.4 METERS (1.3 FT) E FROM A WITNESS POST.
 RA1272'TO REACH THE AZ MK FROM THE GATE THAT LEADS TO THE STATION GO N ON
 RA1272'GRAVEL ROAD 0.25 MILE (0.40 KM) TO AN ANGLE IN THE FENCE AND THE MARK
 RA1272'ABOUT 50 METERS (164.0 FT) ON THE RIGHT.  IT IS ABOUT 30 METERS (98.4
 RA1272'FT) LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1015 ***********************************************************************
 OY1015  DESIGNATION -  CENTER
 OY1015  PID         -  OY1015
 OY1015  STATE/COUNTY-  ID/BUTTE
 OY1015  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1015
 OY1015                         *CURRENT SURVEY CONTROL
 OY1015  ___________________________________________________________________
 OY1015* NAD 83(1986)-  43 49 29.     (N)    112 43 27.     (W)     SCALED    
 OY1015* NAVD 88     -      1462.564  (meters)    4798.43   (feet)  ADJUSTED  
 OY1015  ___________________________________________________________________
 OY1015  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 OY1015  DYNAMIC HT  -        1461.843 (meters)    4796.06  (feet)  COMP
 OY1015  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 OY1015
 OY1015  VERT ORDER  -  FIRST     CLASS II
 OY1015
 OY1015.The horizontal coordinates were scaled from a topographic map and have
 OY1015.an estimated accuracy of +/- 6 seconds.
 OY1015
 OY1015.The orthometric height was determined by differential leveling
 OY1015.and adjusted by the National Geodetic Survey in December 1992..
 OY1015
 OY1015.The geoid height was determined by GEOID03.
 OY1015
 OY1015.The dynamic height is computed by dividing the NAVD 88
 OY1015.geopotential number by the normal gravity value computed on the
 OY1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1015.degrees latitude (g = 980.6199 gals.).
 OY1015
 OY1015.The modeled gravity was interpolated from observed gravity values.
 OY1015
 OY1015;                    North         East    Units  Estimated Accuracy
 OY1015;SPC ID C     -   240,510.      602,630.      MT  (+/- 180 meters Scaled)
 OY1015
 OY1015                          SUPERSEDED SURVEY CONTROL
 OY1015
 OY1015  NGVD 29 (08/20/92) 1461.512  (m)         4794.98   (f) ADJUSTED    1 2
 OY1015
 OY1015.Superseded values are not recommended for survey control.
 OY1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1015.See file dsdata.txt to determine how the superseded data were derived.
 OY1015
 OY1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP613538(NAD 83)
 OY1015_MARKER: DD = SURVEY DISK
 OY1015_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY1015_SP_SET: PREFAB CONC. POST IN EARTH
 OY1015_STAMPING: CENTER
 OY1015_MARK LOGO: AEC   
 OY1015_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1015+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY1015
 OY1015  HISTORY     - Date     Condition        Report By
 OY1015  HISTORY     - UNK      MONUMENTED       AEC
 OY1015  HISTORY     - 19671030 GOOD             USGS
 OY1015  HISTORY     - 19920331 GOOD             NGS
 OY1015
 OY1015                          STATION DESCRIPTION
 OY1015
 OY1015'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OY1015'FROM TEST AREA NORTH, IDAHO PROCEED 2.0 MILES SOUTHWEST ALONG LINCOLN
 OY1015'BOULEVARD, INSIDE OF A CURVE IN THE HIGHWAY, AT THE TOP OF A SMALL
 OY1015'RISE UNDER A POWER LINE AND ENCLOSED BY A WHITE RAILING FENCE, 268
 OY1015'FEET EAST OF THE PAVED ROAD, 210 FEET EAST OF A SINGLE POLE POWER
 OY1015'LINE, 209 FEET EAST OF POWER POLE -W 212-, IN A CONCREE POST
 OY1015'PROJECTING 0.8 FEET.
 OY1015
 OY1015                          STATION RECOVERY (1992)
 OY1015
 OY1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1015'25.3 KM (15.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1015'OFFICE IN HOWE, 80.9 M (265.4 FT) SOUTHEAST OF AND LEVEL WITH THE
 OY1015'HIGHWAY CENTERLINE, 61.3 M (201.1 FT) NORTHEAST OF THE NORTHWEST LEG
 OY1015'OF DOUBLE UTILITY POLE NUMBER 212, AND THE MONUMENT PROJECTS 0.2 M
 OY1015'(0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS PROTECTED
 OY1015'BY A 6 BY 6-FOOT WOOD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0479 ***********************************************************************
 SV0479  DESIGNATION -  CG
 SV0479  PID         -  SV0479
 SV0479  STATE/COUNTY-  ID/KOOTENAI
 SV0479  USGS QUAD   -  WOLF LODGE (1996)
 SV0479
 SV0479                         *CURRENT SURVEY CONTROL
 SV0479  ___________________________________________________________________
 SV0479* NAD 83(1986)-  47 44 16.     (N)    116 30 12.     (W)     SCALED    
 SV0479* NAVD 88     -       907.914  (meters)    2978.71   (feet)  ADJUSTED  
 SV0479  ___________________________________________________________________
 SV0479  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 SV0479  DYNAMIC HT  -         907.887 (meters)    2978.63  (feet)  COMP
 SV0479  MODELED GRAV-     980,552.0   (mgal)                       NAVD 88
 SV0479
 SV0479  VERT ORDER  -  SECOND    CLASS 0
 SV0479
 SV0479.The horizontal coordinates were scaled from a topographic map and have
 SV0479.an estimated accuracy of +/- 6 seconds.
 SV0479
 SV0479.The orthometric height was determined by differential leveling
 SV0479.and adjusted by the National Geodetic Survey in June 1991..
 SV0479
 SV0479.The geoid height was determined by GEOID03.
 SV0479
 SV0479.The dynamic height is computed by dividing the NAVD 88
 SV0479.geopotential number by the normal gravity value computed on the
 SV0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0479.degrees latitude (g = 980.6199 gals.).
 SV0479
 SV0479.The modeled gravity was interpolated from observed gravity values.
 SV0479
 SV0479;                    North         East    Units  Estimated Accuracy
 SV0479;SPC ID W     -   674,890.      743,500.      MT  (+/- 180 meters Scaled)
 SV0479
 SV0479                          SUPERSEDED SURVEY CONTROL
 SV0479
 SV0479  NGVD 29 (??/??/92)  906.721  (m)         2974.80   (f) ADJ UNCH    2 0
 SV0479
 SV0479.Superseded values are not recommended for survey control.
 SV0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0479.See file dsdata.txt to determine how the superseded data were derived.
 SV0479
 SV0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN372872(NAD 83)
 SV0479_MARKER: N = NAIL
 SV0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0479_SP_SET: FIR TREE
 SV0479_STAMPING: CG
 SV0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0479
 SV0479  HISTORY     - Date     Condition        Report By
 SV0479  HISTORY     - UNK      MONUMENTED       CGS
 SV0479  HISTORY     - 1958     GOOD             NGS
 SV0479
 SV0479                          STATION DESCRIPTION
 SV0479
 SV0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0479'22.2 MI E FROM COEUR DALENE.
 SV0479'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT
 SV0479'COEUR DALENE, THENCE 20.9 MILES EAST, NORTHEAST AND EAST ALONG A
 SV0479'GRAVEL ROAD, 50 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD
 SV0479'NORTH TO FINGER GULCH, 22 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 SV0479'ABOUT 1 FOOT ABOVE THE ROAD AND IN THE TOP OF THE SOUTHWEST ROOT OF A
 SV0479'30-INCH FIR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0484 ***********************************************************************
 SV0484  DESIGNATION -  CH
 SV0484  PID         -  SV0484
 SV0484  STATE/COUNTY-  ID/KOOTENAI
 SV0484  USGS QUAD   -  WOLF LODGE (1996)
 SV0484
 SV0484                         *CURRENT SURVEY CONTROL
 SV0484  ___________________________________________________________________
 SV0484* NAD 83(1986)-  47 44 35.     (N)    116 31 49.     (W)     SCALED    
 SV0484* NAVD 88     -      1107.176  (meters)    3632.46   (feet)  ADJUSTED  
 SV0484  ___________________________________________________________________
 SV0484  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 SV0484  DYNAMIC HT  -        1107.118 (meters)    3632.27  (feet)  COMP
 SV0484  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 SV0484
 SV0484  VERT ORDER  -  SECOND    CLASS 0
 SV0484
 SV0484.The horizontal coordinates were scaled from a topographic map and have
 SV0484.an estimated accuracy of +/- 6 seconds.
 SV0484
 SV0484.The orthometric height was determined by differential leveling
 SV0484.and adjusted by the National Geodetic Survey in June 1991..
 SV0484
 SV0484.The geoid height was determined by GEOID03.
 SV0484
 SV0484.The dynamic height is computed by dividing the NAVD 88
 SV0484.geopotential number by the normal gravity value computed on the
 SV0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0484.degrees latitude (g = 980.6199 gals.).
 SV0484
 SV0484.The modeled gravity was interpolated from observed gravity values.
 SV0484
 SV0484;                    North         East    Units  Estimated Accuracy
 SV0484;SPC ID W     -   675,500.      741,490.      MT  (+/- 180 meters Scaled)
 SV0484
 SV0484                          SUPERSEDED SURVEY CONTROL
 SV0484
 SV0484  NGVD 29 (??/??/92) 1105.964  (m)         3628.48   (f) ADJ UNCH    2 0
 SV0484
 SV0484.Superseded values are not recommended for survey control.
 SV0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0484.See file dsdata.txt to determine how the superseded data were derived.
 SV0484
 SV0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN352878(NAD 83)
 SV0484_MARKER: N = NAIL
 SV0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0484_SP_SET: FIR TREE
 SV0484_STAMPING: CH
 SV0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0484
 SV0484  HISTORY     - Date     Condition        Report By
 SV0484  HISTORY     - UNK      MONUMENTED       CGS
 SV0484  HISTORY     - 1958     GOOD             NGS
 SV0484
 SV0484                          STATION DESCRIPTION
 SV0484
 SV0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0484'18.95 MI E FROM COEUR DALENE.
 SV0484'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT
 SV0484'COEUR DALENE, THENCE 17.65 MILES EAST, NORTHEAST AND EAST ALONG A
 SV0484'GRAVEL ROAD, 89 FEET NORTH OF THE CENTER OF THE JUNCTION OF A TRACK
 SV0484'ROAD SOUTH, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT FOUR
 SV0484'FEET LOWER THAN THE ROAD, ABOUT LEVEL WITH THE GROUND AND IN THE WEST
 SV0484'ROOT OF A 12-INCH FIR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0131 ***********************************************************************
 QZ0131  DESIGNATION -  CH SQ 1
 QZ0131  PID         -  QZ0131
 QZ0131  STATE/COUNTY-  ID/VALLEY
 QZ0131  USGS QUAD   -  PUDDIN MTN (1962)
 QZ0131
 QZ0131                         *CURRENT SURVEY CONTROL
 QZ0131  ___________________________________________________________________
 QZ0131* NAD 83(1986)-  45 05 40.     (N)    114 44 01.     (W)     SCALED    
 QZ0131* NAVD 88     -      1041.607  (meters)    3417.34   (feet)  ADJUSTED  
 QZ0131  ___________________________________________________________________
 QZ0131  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 QZ0131  DYNAMIC HT  -        1040.989 (meters)    3415.31  (feet)  COMP
 QZ0131  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 QZ0131
 QZ0131  VERT ORDER  -  SECOND    CLASS 0
 QZ0131
 QZ0131.The horizontal coordinates were scaled from a topographic map and have
 QZ0131.an estimated accuracy of +/- 6 seconds.
 QZ0131
 QZ0131.The orthometric height was determined by differential leveling
 QZ0131.and adjusted by the National Geodetic Survey in June 1991..
 QZ0131
 QZ0131.The geoid height was determined by GEOID03.
 QZ0131
 QZ0131.The dynamic height is computed by dividing the NAVD 88
 QZ0131.geopotential number by the normal gravity value computed on the
 QZ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0131.degrees latitude (g = 980.6199 gals.).
 QZ0131
 QZ0131.The modeled gravity was interpolated from observed gravity values.
 QZ0131
 QZ0131;                    North         East    Units  Estimated Accuracy
 QZ0131;SPC ID W     -   381,300.      880,000.      MT  (+/- 180 meters Scaled)
 QZ0131
 QZ0131                          SUPERSEDED SURVEY CONTROL
 QZ0131
 QZ0131  NGVD 29 (??/??/92) 1040.108  (m)         3412.42   (f) ADJ UNCH    2 0
 QZ0131
 QZ0131.Superseded values are not recommended for survey control.
 QZ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0131.See file dsdata.txt to determine how the superseded data were derived.
 QZ0131
 QZ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK783959(NAD 83)
 QZ0131_MARKER: Q = CHISELED SQUARE
 QZ0131_SETTING: 80 = SET IN A BOULDER
 QZ0131_SP_SET: BOULDER
 QZ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0131+STABILITY: SURFACE MOTION
 QZ0131
 QZ0131  HISTORY     - Date     Condition        Report By
 QZ0131  HISTORY     - UNK      MONUMENTED       CGS
 QZ0131  HISTORY     - 1947     GOOD             NGS
 QZ0131
 QZ0131                          STATION DESCRIPTION
 QZ0131
 QZ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 QZ0131'IN MOUTH OF BIG CREEK.
 QZ0131'PROCEED ALONG THE MIDDLE FORK OF THE SALMON RIVER TRAIL LEADING FROM
 QZ0131'THE U. S. FOREST SERVICE PACK BRIDGE OVER THE RIVER, UPSTREAM FROM THE
 QZ0131'MOUTH OF BIG CREEK AND ON THE LEFT SIDE OF THE CREEK.  YOU WILL NOTE
 QZ0131'AN EMBEDDED BOULDER 1 FOOT SOUTHEAST OF THE TRAIL AND PROTRUDING ABOUT
 QZ0131'3 FEET ABOVE THE GROUND.  THE SQUARE WAS CHISELED ON TOP OF THE
 QZ0131'BOULDER AND WAS PAINTED WITH WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0143 ***********************************************************************
 QZ0143  DESIGNATION -  CH SQ 2
 QZ0143  PID         -  QZ0143
 QZ0143  STATE/COUNTY-  ID/VALLEY
 QZ0143  USGS QUAD   -  PAPOOSE PEAK (1962)
 QZ0143
 QZ0143                         *CURRENT SURVEY CONTROL
 QZ0143  ___________________________________________________________________
 QZ0143* NAD 83(1986)-  45 10 48.     (N)    114 47 42.     (W)     SCALED    
 QZ0143* NAVD 88     -      2268.686  (meters)    7443.18   (feet)  ADJUSTED  
 QZ0143  ___________________________________________________________________
 QZ0143  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 QZ0143  DYNAMIC HT  -        2267.366 (meters)    7438.85  (feet)  COMP
 QZ0143  MODELED GRAV-     979,953.1   (mgal)                       NAVD 88
 QZ0143
 QZ0143  VERT ORDER  -  SECOND    CLASS 0
 QZ0143
 QZ0143.The horizontal coordinates were scaled from a topographic map and have
 QZ0143.an estimated accuracy of +/- 6 seconds.
 QZ0143
 QZ0143.The orthometric height was determined by differential leveling
 QZ0143.and adjusted by the National Geodetic Survey in June 1991..
 QZ0143
 QZ0143.The geoid height was determined by GEOID03.
 QZ0143
 QZ0143.The dynamic height is computed by dividing the NAVD 88
 QZ0143.geopotential number by the normal gravity value computed on the
 QZ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0143.degrees latitude (g = 980.6199 gals.).
 QZ0143
 QZ0143.The modeled gravity was interpolated from observed gravity values.
 QZ0143
 QZ0143;                    North         East    Units  Estimated Accuracy
 QZ0143;SPC ID W     -   390,750.      875,060.      MT  (+/- 180 meters Scaled)
 QZ0143
 QZ0143                          SUPERSEDED SURVEY CONTROL
 QZ0143
 QZ0143  NGVD 29 (??/??/92) 2267.25   (m)         7438.5    (f) COMPUTED    2 0
 QZ0143
 QZ0143.Superseded values are not recommended for survey control.
 QZ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0143.See file dsdata.txt to determine how the superseded data were derived.
 QZ0143
 QZ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL732053(NAD 83)
 QZ0143_MARKER: Q = CHISELED SQUARE
 QZ0143_SETTING: 80 = SET IN A BOULDER
 QZ0143_SP_SET: BOULDER
 QZ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0143+STABILITY: SURFACE MOTION
 QZ0143
 QZ0143  HISTORY     - Date     Condition        Report By
 QZ0143  HISTORY     - UNK      MONUMENTED       CGS
 QZ0143  HISTORY     - 1947     GOOD             NGS
 QZ0143
 QZ0143                          STATION DESCRIPTION
 QZ0143
 QZ0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 QZ0143'7.7 MI SW FROM STODDARD LOOKOUT.
 QZ0143'7.7 MILES SOUTHWEST ALONG MIDDLE FROK TRAIL FROM STODDARD LOOKOUT,
 QZ0143'ABOUT 1/4 MILE NORTH OF GOLDEN CREEK, 97.4 FEET EAST OF BENCH MARK A
 QZ0143'325, 60 FEET EAST OF THE TRAIL, AND CHISELED ON TOP OF A GRANITE
 QZ0143'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1290 ***********************************************************************
 RA1290  DESIGNATION -  CHAIR POINT
 RA1290  PID         -  RA1290
 RA1290  STATE/COUNTY-  ID/IDAHO
 RA1290  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA1290
 RA1290                         *CURRENT SURVEY CONTROL
 RA1290  ___________________________________________________________________
 RA1290* NAD 83(1992)-  45 28 15.08969(N)    116 13 45.38474(W)     ADJUSTED  
 RA1290* NAVD 88     -      2119.9    (meters)    6955.     (feet)  VERTCON   
 RA1290  ___________________________________________________________________
 RA1290  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 RA1290  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 RA1290
 RA1290  HORZ ORDER  -  FIRST
 RA1290
 RA1290.The horizontal coordinates were established by classical geodetic methods
 RA1290.and adjusted by the National Geodetic Survey in July 1992..
 RA1290
 RA1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1290
 RA1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1290
 RA1290.The geoid height was determined by GEOID03.
 RA1290
 RA1290;                    North         East     Units Scale Factor Converg.
 RA1290;SPC ID W     -   422,743.892   762,524.094   MT  0.99995059   -0 20 30.0
 RA1290;UTM  11      - 5,035,547.823   560,245.420   MT  0.99964462   +0 32 58.1
 RA1290
 RA1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1290!SPC ID W     -   0.99967017  x   0.99995059  =   0.99962078
 RA1290!UTM  11      -   0.99967017  x   0.99964462  =   0.99931491
 RA1290
 RA1290:                Primary Azimuth Mark                     Grid Az
 RA1290:SPC ID W     -  CHAIR POINT AZ MK                        015 58 28.3
 RA1290:UTM  11      -  CHAIR POINT AZ MK                        015 05 00.2
 RA1290
 RA1290|---------------------------------------------------------------------|
 RA1290| PID    Reference Object                     Distance      Geod. Az  |
 RA1290|                                                           dddmmss.s |
 RA1290| CH7090 CHAIR POINT AZ MK                                  0153758.3 |
 RA1290| RA1283 SEABURG RM 2                        APPROX.15.5 KM 0874803.5 |
 RA1290| CH7091 CHAIR POINT RM 1                      5.045 METERS 11158     |
 RA1290| CH7092 CHAIR POINT RM 2                      4.176 METERS 20857     |
 RA1290|---------------------------------------------------------------------|
 RA1290
 RA1290                          SUPERSEDED SURVEY CONTROL
 RA1290
 RA1290  NAD 83(1986)-  45 28 15.09072(N)    116 13 45.38292(W) AD(       ) 1
 RA1290  NAD 27      -  45 28 15.48333(N)    116 13 41.90446(W) AD(       ) 1
 RA1290  NGVD 29 (07/19/86) 2118.8    (m)         6951.     (f) VERT ANG       
 RA1290
 RA1290.Superseded values are not recommended for survey control.
 RA1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1290.See file dsdata.txt to determine how the superseded data were derived.
 RA1290
 RA1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6024535548(NAD 83)
 RA1290_MARKER: DR = REFERENCE MARK DISK
 RA1290_SETTING: 66 = SET IN ROCK OUTCROP
 RA1290_SP_SET: SET IN ROCK OUTCROP
 RA1290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1290+STABILITY: POSITION/ELEVATION WELL
 RA1290
 RA1290  HISTORY     - Date     Condition        Report By
 RA1290  HISTORY     - 1945     MONUMENTED       CGS
 RA1290  HISTORY     - 1946     GOOD             CGS
 RA1290  HISTORY     - 1962     MARK NOT FOUND   USGS
 RA1290  HISTORY     - 19850615 MARK NOT FOUND   NGS
 RA1290
 RA1290                          STATION DESCRIPTION
 RA1290
 RA1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1290'STATION IS LOCATED ON THE SUMMIT OF A PROMINENT HILL OCCUPIED BY THE
 RA1290'CHAIR POINT FOREST SERVICE LOOKOUT TOWER.  IT IS ABOUT 4.5 MILES NE
 RA1290'OF RIGGINS, ABOUT 3.5 MILES NW OF RIGGINS HOT SPRINGS, 20 FEET W OF A
 RA1290'CELLAR, AND 13 FEET NE OF THE NE LEG OF THE LOOKOUT TOWER.
 RA1290'
 RA1290'TO REACH FROM RIGGINS, CROSS THE SWINGING BRIDGE OVER THE SNAKE RIVER
 RA1290'AND FOLLOW THE SWITCH-BACK TRAIL UP THE STEEP SLOPE FOR ABOUT 3.0
 RA1290'MILES TO THE SUMMIT OF THE RIDGE.  FROM HERE FOLLOW THE RIDGE N AND
 RA1290'E FOR 8.0 MILES TO THE SUMMIT AND THE STATION.  AT THE TIME THE
 RA1290'OBSERVING PARTY OCCUPIED THIS STATION THERE WERE NO TURN-OFFS ON
 RA1290'THIS TRAIL.  ABOUT A 4-HOUR HORSE PACK.
 RA1290'
 RA1290'STATION MARK IS A BRONZE STATION DISK CEMENTED INTO A DRILL HOLE IN A
 RA1290'BURIED BOULDER WHICH IS FLUSH WITH THE GROUND.  DISK IS STAMPED
 RA1290'CHAIR PT 1945.
 RA1290'
 RA1290'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED INTO A DRILL
 RA1290'HOLE IN A BOULDER WHICH PROJECTS ABOUT 8 INCHES.  DISK IS ABOUT 2
 RA1290'FEET LOWER THAN THE STATION AND IS STAMPED CHAIR PT NO 1 1945.
 RA1290'DISK IS LOCATED ABOUT 4 FEET W OF THE CELLAR.
 RA1290'
 RA1290'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED INTO A DRILL
 RA1290'HOLE IN A SQUARE OF CONCRETE WHICH FORMS PART OF THE FOUNDATION OF
 RA1290'THE LOOKOUT TOWER.  DISK IS LEVEL WITH THE STATION AND IS
 RA1290'STAMPED CHAIR PT NO 2 1945.
 RA1290'
 RA1290'AZIMUTH MARK IS LOCATED ABOUT 0.25 MILE NE OF THE STATION, 100 FEET
 RA1290'NE OF A TRAIL AND CAIRN, AND ABOUT 25 FEET E OF A GROVE OF PINE
 RA1290'TREES.  IT IS A BRONZE AZIMUTH DISK CEMENTED INTO A DRILL HOLE IN
 RA1290'BEDROCK WHICH PROJECTS ABOUT 18 INCHES.  DISK IS STAMPED CHAIR
 RA1290'PT 1945.
 RA1290
 RA1290                          STATION RECOVERY (1946)
 RA1290
 RA1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1290'STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE FOUND IN
 RA1290'GOOD CONDITION.  A DISCREPANCY OF 11 MINUTES IN THE DIRECTION OF
 RA1290'R.M. 1 AND OF 19 MINUTES IN THE DIRECTION OF R.M. 2 WAS NOTED, DUE
 RA1290'TO THE MARKS BEING TOO CLOSE TO FOCUS FOR THEODOLITE NO. G-311.  THE
 RA1290'DISCREPANCY OF 25 MINUTES AND 42.2 SECONDS IN THE DIRECTION FOR
 RA1290'CHAIR POINT LOOKOUT TOWER IS DUE TO THE CENTER DETERMINATION BY
 RA1290'INTERSECTION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 RA1290'
 RA1290'STATION IS LOCATED ON THE SUMMIT OF A PROMINENT HILL OCCUPIED BY THE
 RA1290'CHAIR POINT FOREST SERVICE LOOKOUT TOWER.  IT IS ABOUT 4.5 MILES NE
 RA1290'OF RIGGINS, ABOUT 3.5 MILES NW OF RIGGINS HOT SPRINGS, ON THE TIP OF
 RA1290'A PROMINENT N-S RIDGE.
 RA1290'
 RA1290'STATION MARK IS A BRONZE STATION DISK CEMENTED INTO A DRILL HOLE IN A
 RA1290'BURIED BOULDER WHICH IS FLUSH WITH THE GROUND.  IT IS 20 FEET W OF A
 RA1290'CELLAR AND 13 FEET NE OF THE NE LEG OF THE LOOKOUT TOWER.  DISK IS
 RA1290'STAMPED CHAIR PT 1945.
 RA1290'
 RA1290'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED INTO A DRILL
 RA1290'HOLE IN A BOULDER WHICH PROJECTS ABOUT 8 INCHES.  DISK IS ABOUT 2
 RA1290'FEET LOWER THAN THE STATION AND IS STAMPED CHAIR PT NO 1 1945.
 RA1290'LOCATED 4 FEET W OF CELLAR.
 RA1290'
 RA1290'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED INTO A DRILL
 RA1290'HOLE IN A SQUARE OF CONCRETE WHICH FORMS PART OF THE FOUNDATION OF
 RA1290'THE LOOKOUT TOWER.  DISK IS LEVEL WITH THE STATION AND IS
 RA1290'STAMPED CHAIR PT NO 2 1945.
 RA1290'
 RA1290'AZIMUTH MARK IS LOCATED ABOUT 0.25 MILE NE OF STATION, 100 FEET NE OF
 RA1290'A TRAIL AND CAIRN, AND ABOUT 25 FEET E OF A GROVE OF PINE TREES.  IT
 RA1290'IS A BRONZE AZIMUTH DISK CEMENTED INTO A DRILL HOLE IN BEDROCK
 RA1290'WHICH PROJECTS ABOUT 18 INCHES.  DISK IS STAMPED CHAIR PT 1945.
 RA1290'
 RA1290'TO REACH FROM THE POST OFFICE IN RIGGINS, GO N ON U.S. HIGHWAY 95 FOR
 RA1290'19.05 MILES TO A DIRT ROAD ON THE RIGHT AT SIGN SLATE CREEK, TURN
 RA1290'RIGHT AND GO UP THE SLATE CREEK ROAD FOR 8.55 MILES TO SIGN NEZ
 RA1290'PERCE NATIONAL FOREST AND CATTLE GUARD, CROSS CATTLE GUARD AND
 RA1290'FOLLOW ROAD FOR 4.4 MILES TO A FORK, TAKE RIGHT FORK FOR 4.5 MILES
 RA1290'TO Y-FORK.  CONTINUE ON RIGHT FORK FOR 0.1 MILE TO A TRAIL ALONG
 RA1290'CREST OF RIDGE TO RIGHT.  THIS IS END OF TRUCK TRAVEL.  FROM THIS
 RA1290'POINT PACK W ALONG TRAIL FOR ABOUT 1 MILE TO A CABIN IN A DRAW
 RA1290'AND TRAIL FORKS.  FROM THIS POINT PACK SW ON LEFT FORK OF TRAIL
 RA1290'OVER S SHOULDER OF SW BUTTE AND FOLLOW ALONG CREST OF RIDGE FOR
 RA1290'ABOUT 5 MILES TO THE CHAIR POINT LOOKOUT TOWER LOCATED
 RA1290'ON THE HIGHEST POINT OF THE RIDGE IN THAT VICINITY, AND THE
 RA1290'STATION SITE AS DESCRIBED ABOVE.  A 3-1/2-HOUR PACK.
 RA1290
 RA1290                          STATION RECOVERY (1962)
 RA1290
 RA1290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RA1290'DESCRIPTION AND POSITION LISTED IN NGS QUAD 45116-2, STATION 1008.
 RA1290'
 RA1290'NOTE BY USGS, 1962--STATION MARK NOT FOUND.  REFERENCE MARK NO. 2
 RA1290'FOUND IN BOULDER LYING LOOSE NEAR LOT.  LOT DESCRIBED BY NGS HAS BEEN
 RA1290'DESTROYED.  TWO NEW REFERENCE MARKS WERE SET.  REACHED BY HELICOPTER.
 RA1290'
 RA1290'STATION MARK--STATION MARK WAS FOUND IN GOOD CONDITION.  A STANDARD
 RA1290'USC AND GS REFERENCE MARK TABLET STAMPED---CHAIR PT NO 1 1945---.
 RA1290'
 RA1290'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK TABLET
 RA1290'STAMPED---NO 3---, 18.76 FT. FROM STATION 38 DEGREES 27 MINUTES
 RA1290'38 SECONDS SE.
 RA1290'
 RA1290'REFERENCE MARK NO. 4--A STANDARD USGS REFERENCE MARK TABLET
 RA1290'STAMPED---NO 4---, 21.33 FT. FROM STATION 38 DEGREES 53 MINUTES
 RA1290'44 SECONDS NW.
 RA1290'
 RA1290'CENTER OF U.S. FOREST SERVICE LOT IS 23.03 FT. FROM STATION MARK
 RA1290'81 DEGREES 25 MINUTES 29 SECONDS NW.
 RA1290
 RA1290                          STATION RECOVERY (1985)
 RA1290
 RA1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 RA1290'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  RM 2 AND THE AZ MK
 RA1290'WERE SEARCHED FOR BUT WERE NOT RECOVERED.  THE LOOKOUT TOWER HAD BEEN
 RA1290'REBUILT AND ITS PROBABLE THE STATION AND RM 2 WERE DESTROYED AT THAT
 RA1290'TIME.  THE AZ MK IS STILL BELIEVED TO BE IN PLACE.  RM 1 WAS RECOVERED
 RA1290'ALONG WITH TWO OTHER RMS SET BY THE USGS.  THE ARROWS POINT TO RM 1.
 RA1290'THE POSITION OF RM 1 WAS COMPUTED USING THE 1945 BOX SCORE.  SEE CHAIR
 RA1290'POINT 1945 RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1352 ***********************************************************************
 OH1352  DESIGNATION -  CHALKY
 OH1352  PID         -  OH1352
 OH1352  STATE/COUNTY-  ID/OWYHEE
 OH1352  USGS QUAD   -  WILSON PEAK (1992)
 OH1352
 OH1352                         *CURRENT SURVEY CONTROL
 OH1352  ___________________________________________________________________
 OH1352* NAD 83(1992)-  43 16 43.40952(N)    116 39 26.12834(W)     ADJUSTED  
 OH1352* NAVD 88     -      1088.1    (meters)    3570.     (feet)  VERTCON   
 OH1352  ___________________________________________________________________
 OH1352  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 OH1352  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 OH1352
 OH1352  HORZ ORDER  -  SECOND
 OH1352
 OH1352.The horizontal coordinates were established by classical geodetic methods
 OH1352.and adjusted by the National Geodetic Survey in July 1992..
 OH1352
 OH1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1352
 OH1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1352
 OH1352.The geoid height was determined by GEOID03.
 OH1352
 OH1352;                    North         East     Units Scale Factor Converg.
 OH1352;SPC ID W     -   179,459.187   726,361.303   MT  1.00000002   -0 37 19.2
 OH1352;UTM  11      - 4,791,824.498   527,809.750   MT  0.99960951   +0 14 05.9
 OH1352
 OH1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1352!SPC ID W     -   0.99983208  x   1.00000002  =   0.99983210
 OH1352!UTM  11      -   0.99983208  x   0.99960951  =   0.99944166
 OH1352
 OH1352|---------------------------------------------------------------------|
 OH1352| PID    Reference Object                     Distance      Geod. Az  |
 OH1352|                                                           dddmmss.s |
 OH1352| CD4420 CHALKY RM 1                           5.739 METERS 15419     |
 OH1352| CD4419 CHALKY AZ MK                                       2412738.3 |
 OH1352| CD4421 CHALKY RM 2                          11.384 METERS 24650     |
 OH1352|---------------------------------------------------------------------|
 OH1352
 OH1352                          SUPERSEDED SURVEY CONTROL
 OH1352
 OH1352  NAD 83(1986)-  43 16 43.40838(N)    116 39 26.12467(W) AD(       ) 2
 OH1352  NAD 27      -  43 16 43.83231(N)    116 39 22.68072(W) AD(       ) 2
 OH1352  NGVD 29 (07/19/86) 1087.1    (m)         3567.     (f) VERT ANG       
 OH1352
 OH1352.Superseded values are not recommended for survey control.
 OH1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1352.See file dsdata.txt to determine how the superseded data were derived.
 OH1352
 OH1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH2781091824(NAD 83)
 OH1352_MARKER: DS = TRIANGULATION STATION DISK
 OH1352_SETTING: 80 = SET IN A BOULDER
 OH1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1352+STABILITY: SURFACE MOTION
 OH1352
 OH1352  HISTORY     - Date     Condition        Report By
 OH1352  HISTORY     - 1944     MONUMENTED       CGS
 OH1352  HISTORY     - 1947     SEE DESCRIPTION  USGS
 OH1352  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 OH1352  HISTORY     - 1980     GOOD             NGS
 OH1352
 OH1352                          STATION DESCRIPTION
 OH1352
 OH1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1352'STATION IS LOCATED ABOUT 5 MILES SW OF THE BRIDGE ON STATE
 OH1352'HIGHWAY 45 WHICH SPANS THE SNAKE RIVER ABOUT 3 MILES SW OF
 OH1352'MELBA AND IS ON THE SUMMIT OF THE HIGHEST KNOLL OF SEVERAL,
 OH1352'CLOSELY GROUPED, WHICH FORM THE HIGHEST ELEVATION OF THE
 OH1352'FOOTHILLS TO THE S OF THE ROAD TOWARDS REYNOLDS.  ON THE N
 OH1352'SIDE OF THE HILL A ROCK FORMATION OF A CHALKY NATURE IS EXPOSED.
 OH1352'MARK IS STAMPED CHALKY 1944.
 OH1352'
 OH1352'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 OH1352'IN DRILL HOLES IN BOULDERS.
 OH1352'
 OH1352'REFERENCE MARK 1 IS STAMPED CHALKY NO 1 1944 AND IS FLUSH
 OH1352'WITH THE GROUND.  THIS MARK IS SUBJECT TO BURIAL BY DRIFTING
 OH1352'SANDS.  A SMALL CAIRN WAS ERECTED OVER THE MARK.
 OH1352'
 OH1352'REFERENCE MARK 2 IS STAMPED CHALKY NO 2 1944 AND IS 12 FEET
 OH1352'W OF THE CAIRN.  THIS MARK IS LOCATED ON A W SPUR OF THE MAIN
 OH1352'RIDGE.
 OH1352'
 OH1352'AZIMUTH MARK IS STAMPED CHALKY 1944.  IT IS 0.2 MILE N OF
 OH1352'POINT WHERE THE ROAD LEADING TO THE STATION GOES OVER A LOW
 OH1352'SADDLE AND IS 6 FEET E OF A CAIRN.  IT IS SET IN A ROCK WHICH
 OH1352'IS 3 FEET LONG, 2 FEET HIGH, AND 1 FOOT WIDE.
 OH1352'
 OH1352'TO REACH STATION FROM THE W END OF THE BRIDGE ON STATE HIGHWAY
 OH1352'45 WHICH CROSSES THE SNAKE RIVER, GO W ON STATE HIGHWAY 45
 OH1352'FOR 1.1 MILES, TURN RIGHT (W) ONTO A GRADED ROAD LEADING
 OH1352'TOWARD REYNOLDS AND GO 5.6 MILES, TURN LEFT (S) ONTO A TRACK
 OH1352'ROAD AND GO 0.4 MILE TO THE SUMMIT OF A LOW SADDLE.  CONTINUE
 OH1352'STRAIGHT AHEAD 0.2 MILE TO THE BASE OF THE HILL AND THE END OF
 OH1352'TRUCK TRAVEL.  FROM HERE PACK NE UP THE STEEP SLOPE TO THE
 OH1352'HIGHEST ELEVATION AND THE STATION.  A CAIRN WAS ERECTED 8
 OH1352'METERS W OF THE STATION.
 OH1352
 OH1352                          STATION RECOVERY (1947)
 OH1352
 OH1352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 OH1352'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN DRILL
 OH1352'HOLES IN BOULDERS.
 OH1352'
 OH1352'STATION MARK IS STAMPED---CHALKY 1944---.
 OH1352
 OH1352                          STATION RECOVERY (1969)
 OH1352
 OH1352'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 OH1352'STATION WAS NOT FOUND.  A DEPRESSION AND MOUND OF STONES FOUND WHERE
 OH1352'THE MONUMENT APPARENTLY WAS LOCATED.  REFERENCE MARK NO. 1 HAS BEEN
 OH1352'DISTURBED.  REFERENCE MARK NO. 2 IS IN GOOD CONDITION.
 OH1352
 OH1352                          STATION RECOVERY (1980)
 OH1352
 OH1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OH1352'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 OH1352'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND OUT OF THE
 OH1352'GROUND.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 OH1352'
 OH1352'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF MELBA, ON A HIGH
 OH1352'HILL.  THE NORTH SIDE OF THIS HILL A ROCK FORMATION OF A CHALKY
 OH1352'NATURE IS EXPOSED.
 OH1352'
 OH1352'TO REACH THE STATION FROM THE WEST END OF THE HIGHWAY BRIDGE OVER THE
 OH1352'SNAKE RIVER NEAR MELBA, GO WEST ON HIGHWAY 45 0.3 MILE TO A ROAD
 OH1352'FORK, TAKE LEFT FORK AND GO 0.4 MILE TO THE JUNCTION OF HIGHWAYS 78
 OH1352'AND 45, TURN LEFT, SOUTH ON 78 AND GO 0.2 MILE.  TURN RIGHT TOWARD
 OH1352'REYNOLDS AND GO 1.6 MILES TO A T JUNCTION.  CONTINUE STRAIGHT AHEAD
 OH1352'4.4 MILES, TURN LEFT ONTO A DIRT ROAD AND GO 0.4 MILE TO A SADDLE,
 OH1352'THE AZ MK IS ABOUT 600 FEET NORTH OF THIS POINT, CONTINUE DOWN HILL
 OH1352'0.05 MILE TO A ROAD FORK, KEEP LEFT AND GO 0.15 MILE TO BOTTOM OF
 OH1352'HILL AT A DRY WASH TURN LEFT AND FOLLOW TRACK UP THE DRAW 0.25 MILE
 OH1352'TO END OF TRUCK TRAVEL.  PACK EASTERLY UP TRAIL TO TOP OF HILL AND
 OH1352'THE STATION ON THE RIGHT.  ABOUT A 15 MINUTE PACK.
 OH1352'
 OH1352'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 OH1352'STAMPED---CHALKY 1944---SET INTO THE TOP OF A PARTIALLY EXPOSED
 OH1352'BOULDER LOCATED 6.4 METERS (21 FEET) ENE FROM A CAIRN AND 3.0 METERS
 OH1352'(10 FEET) S FROM A TRAIL.
 OH1352'
 OH1352'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 OH1352'NOS) DISK STAMPED---CHALKY NO 2 1944---SET INTO THE TOP OF A
 OH1352'PARTIALLY EXPOSED BOULDER OF 0.46 METER (1.5 FEET) LARGEST DIMENSION
 OH1352'LOCATED 6.1 METERS (20 FEET) W FROM A CAIRN ON HIGHEST PART OF HILL,
 OH1352'2.59 METERS (8.5 FEET) S FROM A TRAIL, AND 0.3 METER (1 FOOT) HIGHER
 OH1352'THAN THE STATION.
 OH1352'
 OH1352'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OH1352'STAMPED---CHALKY 1944 NO 3 1980---SET INTO THE TOP OF A PARTIALLY
 OH1352'EXPOSED BOULDER OF 0.3 METER (1 FOOT) LARGEST DIMENSION LOCATED 21.9
 OH1352'METERS (72 FEET) E FROM A CAIRN ON THE HIGHEST PART OF THE HILL, 3.7
 OH1352'METERS (12 FEET) N FROM A TRAIL, AND 0.3 METER (1 FOOT) LOWER THAN
 OH1352'THE STATION.
 OH1352'
 OH1352'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 OH1352'NOS) DISK STAMPED---CHALKY 1944---SET INTO ROCK OUTCROP LOCATED
 OH1352'0.46 METER (1.5 FEET) N FROM A CAIRN.
 OH1352'
 OH1352'TO REACH THE AZIMUTH MARK FROM THE SADDLE MENTIONED IN THE STATION TO
 OH1352'REACH DESCRIPTION, PACK NORTH UP RIDGE TO WHERE THE RIDGE TURNS
 OH1352'WESTERLY.  THE AZ MK IS AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0032 ***********************************************************************
 QA0032  DESIGNATION -  CHALLIS AIRFIELD
 QA0032  PID         -  QA0032
 QA0032  STATE/COUNTY-  ID/CUSTER
 QA0032  USGS QUAD   -  CHALLIS (1989)
 QA0032
 QA0032                         *CURRENT SURVEY CONTROL
 QA0032  ___________________________________________________________________
 QA0032* NAD 83(1992)-  44 31 18.08507(N)    114 12 58.84983(W)     ADJUSTED  
 QA0032* NAVD 88     -      1536.063  (meters)    5039.57   (feet)  ADJUSTED  
 QA0032  ___________________________________________________________________
 QA0032  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 QA0032  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 QA0032  DYNAMIC HT  -        1535.273 (meters)    5036.97  (feet)  COMP
 QA0032  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 QA0032
 QA0032  HORZ ORDER  -  FIRST
 QA0032  VERT ORDER  -  SECOND    CLASS 0
 QA0032
 QA0032.The horizontal coordinates were established by classical geodetic methods
 QA0032.and adjusted by the National Geodetic Survey in July 1992..
 QA0032
 QA0032.The orthometric height was determined by differential leveling
 QA0032.and adjusted by the National Geodetic Survey in June 1991..
 QA0032
 QA0032.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0032
 QA0032.The geoid height was determined by GEOID03.
 QA0032
 QA0032.The dynamic height is computed by dividing the NAVD 88
 QA0032.geopotential number by the normal gravity value computed on the
 QA0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0032.degrees latitude (g = 980.6199 gals.).
 QA0032
 QA0032.The modeled gravity was interpolated from observed gravity values.
 QA0032
 QA0032;                    North         East     Units Scale Factor Converg.
 QA0032;SPC ID C     -   317,183.750   482,801.289   MT  0.99995100   -0 09 06.1
 QA0032;UTM  11      - 4,933,587.929   721,213.650   MT  1.00020183   +1 57 09.5
 QA0032
 QA0032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0032!SPC ID C     -   0.99976120  x   0.99995100  =   0.99971221
 QA0032!UTM  11      -   0.99976120  x   1.00020183  =   0.99996298
 QA0032
 QA0032|---------------------------------------------------------------------|
 QA0032| PID    Reference Object                     Distance      Geod. Az  |
 QA0032|                                                           dddmmss.s |
 QA0032| QA0033 CHALLIS AIRFIELD RM 1                13.248 METERS 03701     |
 QA0032| QA0004 J 16                                               0694131.0 |
 QA0032| QA0034 CHALLIS AIRFIELD RM 2                11.790 METERS 13132     |
 QA0032| QA0035 CHALLIS AIRFIELD RM 3                13.374 METERS 21211     |
 QA0032|---------------------------------------------------------------------|
 QA0032
 QA0032                          SUPERSEDED SURVEY CONTROL
 QA0032
 QA0032  NAD 83(1986)-  44 31 18.08433(N)    114 12 58.84434(W) AD(       ) 1
 QA0032  NAD 27      -  44 31 18.36300(N)    114 12 55.61320(W) AD(       ) 1
 QA0032  NGVD 29 (??/??/92) 1534.839  (m)         5035.55   (f) ADJ UNCH    2 0
 QA0032
 QA0032.Superseded values are not recommended for survey control.
 QA0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0032.See file dsdata.txt to determine how the superseded data were derived.
 QA0032
 QA0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK2121433588(NAD 83)
 QA0032_MARKER: DS = TRIANGULATION STATION DISK
 QA0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0032_STAMPING: CHALLIS AIRFIELD 1957
 QA0032_MARK LOGO: CGS   
 QA0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 QA0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0032+STABILITY: SURFACE MOTION
 QA0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QA0032+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1995
 QA0032
 QA0032  HISTORY     - Date     Condition        Report By
 QA0032  HISTORY     - 1957     MONUMENTED       CGS
 QA0032  HISTORY     - 1960     GOOD             NGS
 QA0032  HISTORY     - 1977     GOOD             NGS
 QA0032  HISTORY     - 19950618 GOOD             NGS
 QA0032
 QA0032                          STATION DESCRIPTION
 QA0032
 QA0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0032'THE STATION IS LOCATED ALONG THE SOUTHEAST SIDE OF THE MAIN
 QA0032'RUNWAY ON CHALLIS AIRFIELD.  IT IS ABOUT 2 MILES AIRLINE
 QA0032'NORTH-NORTHEAST OF CHALLIS.
 QA0032'
 QA0032'TO REACH FROM THE U.S. POST OFFICE IN CHALLIS, GO EAST FOR 0.5
 QA0032'MILE TO U.S. HIGHWAY 93.  TURN LEFT AND GO NORTHERLY ON U.S.
 QA0032'HIGHWAY 93 FOR 1.4 MILES TO A CATTLE GUARD ON THE LEFT.  CROSS
 QA0032'CATTLE GUARD, TAKE RIGHT FORK AND GO NORTHERLY ON TRACK ROAD
 QA0032'FOR 0.3 MILE TO STATION ON RIGHT.
 QA0032'
 QA0032'THE STATION MARK IS A STANDARD DISK STAMPED CHALLIS AIRFIELD
 QA0032'1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 QA0032'FLUSH WITH THE GROUND.  IT IS 14.2 FEET WEST-SOUTHWEST OF A
 QA0032'STANDARD WITNESS POST, 96 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 QA0032'ROW OF RUNWAY LIGHTS, AND 75 FEET SOUTH-SOUTHEAST OF THE
 QA0032'Y-INTERSECTION OF TWO TRACK ROADS.
 QA0032'
 QA0032'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHALLIS
 QA0032'AIRFIELD NO 1 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 QA0032'MONUMENT FLUSH WITH THE GROUND.  IT IS 36 FEET NORTH OF THE
 QA0032'WITNESS POST, 70 FEET EAST OF THE INTERSECTION OF TWO TRACK
 QA0032'ROADS AND AT THE SAME ELEVATION AS THE STATION.
 QA0032'
 QA0032'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHALLIS
 QA0032'AIRFIELD NO 2 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 QA0032'MONUMENT FLUSH WITH THE GROUND.  IT IS 80 FEET EAST-SOUTHEAST
 QA0032'OF THE CENTER LINE OF A TRACK ROAD AND AT THE SAME ELEVATION
 QA0032'AS THE STATION.
 QA0032'
 QA0032'BM J 16 WILL SERVE AS THE AZIMUTH MARK.  IT IS A USC AND GS
 QA0032'BENCH MARK DISK STAMPED J 16 1933, SET IN THE TOP OF A
 QA0032'10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 5
 QA0032'FEET SOUTH-SOUTHEAST OF A FENCE LINE, 51 FEET
 QA0032'NORTH-NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 93, 114
 QA0032'FEET SOUTH-SOUTHWEST OF A FENCE CORNER AND 114 FEET
 QA0032'WEST-SOUTHWEST OF MILE POST 249.  TO REACH FROM THE STATION, GO
 QA0032'SOUTHERLY ON TRACK ROAD FOR 0.3 MILE TO A CATTLE GUARD.
 QA0032'CROSS CATTLE GUARD, TURN LEFT ONTO U.S.  HIGHWAY 93, AND GO
 QA0032'NORTHERLY FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 QA0032
 QA0032                          STATION RECOVERY (1960)
 QA0032
 QA0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 QA0032'1.25 MI N FROM CHALLIS.
 QA0032'0.85 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE OFFICE OF THE
 QA0032'SUPERVISOR, CHALLIS NATIONAL FOREST, THENCE 0.4 MILE NORTH-NORTHWEST
 QA0032'ALONG A DIM ROAD THRU A FIELD, 94 FEET EAST OF THE LINE OF RUNWAY
 QA0032'MARKERS ALONG THE EAST SIDE OF THE RUNWAY, 116 FEET SOUTHEAST OF THE
 QA0032'9TH LITE SOUTH OF THE NORTH END OF THE RUNWAY, 43.7 FEET SOUTH OF
 QA0032'REFERENCE MARK NO. 1, 38.8 FEET WEST OF REFERENCE MARK NO. 2, 14 FEET
 QA0032'SOUTHWEST OF A WITNESS POST AND IN THE TOP OF A CONCRETE POST ABOUT
 QA0032'FLUSH WITH THE GROUND.
 QA0032
 QA0032                          STATION RECOVERY (1977)
 QA0032
 QA0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QA0032'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 22.
 QA0032'
 QA0032'THE STATION MARK, REFERENCE MARK NO. 2, AND B.M. J 16, AZIMUTH
 QA0032'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD
 QA0032'BEEN DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  LANDMARKS
 QA0032'HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QA0032'
 QA0032'THE STATION IS ON THE CHALLIS AIRPORT.
 QA0032'
 QA0032'TO REACH THE STATION FROM THE CHALLIS POST OFFICE GO EAST ON
 QA0032'MAIN STREET FOR 0.5 MILE TO U.S. HIGHWAY 93, TURN LEFT, AND GO
 QA0032'NORTHEAST ON U.S. HIGHWAY 93 FOR 1.05 MILE TO THE ENTRANCE TO THE
 QA0032'AIRPORT ON THE LEFT, TURN LEFT, AND GO WEST FOR 0.1 MILE TO THE
 QA0032'AIRPORT OFFICE.  OBTAIN PERMISSION TO DRIVE ON THE APRON, THEN GO
 QA0032'NORTH ON THE APRON, AND THE TAXI STRIP FOR 0.2 MILE TO THE
 QA0032'STATION ON THE RIGHT.
 QA0032'
 QA0032'THE STATION MARK, STAMPED CHALLIS AIRFIELD 1957, IS A STANDARD
 QA0032'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 400
 QA0032'FEET NORTHWEST OF THE BEACON, 70 FEET EAST OF THE NORTH-SOUTH TAXI
 QA0032'STRIP, 45 FEET SOUTH OF THE TAXI STRIP TO THE T HANGARS, AND 14
 QA0032'FEET WEST-SOUTHWEST OF THE WITNESS POST.
 QA0032'
 QA0032'REFERENCE MARK NO. 2, STAMPED CHALLIS AIRFIELD NO 2 1957, IS A
 QA0032'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 QA0032'FLUSH, 100 FEET EAST OF THE NORTH-SOUTH TAXI STRIP, AND 66 FEET SOUTH
 QA0032'OF THE TAXI STRIP TO THE T HANGARS.
 QA0032'
 QA0032'REFERENCE MARK NO. 3, STAMPED CHALLIS AIRFIELD 1957 NO 3 1977, IS
 QA0032'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QA0032'PROJECTS 1-INCH, 75 FEET SOUTH OF THE TAXI STRIP TO THE T HANGARS,
 QA0032'50 FEET EAST OF THE NORTH-SOUTH TAXI STRIP, AND 2 FEET HIGHER THAN
 QA0032'THE STATION.
 QA0032'
 QA0032'TO REACH B.M. J 16, AZIMUTH MARK, FROM THE ENTRANCE TO THE AIRPORT
 QA0032'GO NORTHEAST ON U.S. HIGHWAY 93 FOR 0.35 MILE TO THE MARK ON THE
 QA0032'LEFT.
 QA0032'
 QA0032'BENCH MARK J 16, STAMPED J 16 1933 5000.997, IS A STANDARD DISK
 QA0032'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6-INCHES,
 QA0032'150 FEET SOUTH OF AN IRRIGATION CANAL THAT PASSES UNDER THE
 QA0032'HIGHWAY, 95 FEET SOUTH OF A FENCE CORNER, 88 FEET WEST, AND ACROSS
 QA0032'THE HIGHWAY FROM MILEPOST NO. 248, 48 FEET WEST OF THE
 QA0032'CENTER OF THE HIGHWAY, 4.5 FEET EAST OF THE RIGHT-OF-WAY FENCE
 QA0032'LINE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 QA0032'
 QA0032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 QA0032'NORTHEAST OF CHALLIS.
 QA0032
 QA0032                          STATION RECOVERY (1995)
 QA0032
 QA0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 QA0032'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0034 ***********************************************************************
 QA0034  DESIGNATION -  CHALLIS AIRFIELD RM 2
 QA0034  PID         -  QA0034
 QA0034  STATE/COUNTY-  ID/CUSTER
 QA0034  USGS QUAD   -  CHALLIS (1989)
 QA0034
 QA0034                         *CURRENT SURVEY CONTROL
 QA0034  ___________________________________________________________________
 QA0034* NAD 83(1986)-  44 31 19.     (N)    114 12 57.     (W)     SCALED    
 QA0034* NAVD 88     -      1536.160  (meters)    5039.88   (feet)  ADJUSTED  
 QA0034  ___________________________________________________________________
 QA0034  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 QA0034  DYNAMIC HT  -        1535.370 (meters)    5037.29  (feet)  COMP
 QA0034  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 QA0034
 QA0034  VERT ORDER  -  SECOND    CLASS 0
 QA0034
 QA0034.The horizontal coordinates were scaled from a topographic map and have
 QA0034.an estimated accuracy of +/- 6 seconds.
 QA0034
 QA0034.The orthometric height was determined by differential leveling
 QA0034.and adjusted by the National Geodetic Survey in June 1991..
 QA0034
 QA0034.The geoid height was determined by GEOID03.
 QA0034
 QA0034.The dynamic height is computed by dividing the NAVD 88
 QA0034.geopotential number by the normal gravity value computed on the
 QA0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0034.degrees latitude (g = 980.6199 gals.).
 QA0034
 QA0034.The modeled gravity was interpolated from observed gravity values.
 QA0034
 QA0034;                    North         East    Units  Estimated Accuracy
 QA0034;SPC ID C     -   317,210.      482,840.      MT  (+/- 180 meters Scaled)
 QA0034
 QA0034                          SUPERSEDED SURVEY CONTROL
 QA0034
 QA0034  NGVD 29 (??/??/92) 1534.936  (m)         5035.87   (f) ADJ UNCH    2 0
 QA0034
 QA0034.Superseded values are not recommended for survey control.
 QA0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0034.See file dsdata.txt to determine how the superseded data were derived.
 QA0034
 QA0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK212336(NAD 83)
 QA0034_MARKER: DR = REFERENCE MARK DISK
 QA0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0034_STAMPING: CHALLIS AIRFIELD NO 2 1957
 QA0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0034+STABILITY: SURFACE MOTION
 QA0034
 QA0034  HISTORY     - Date     Condition        Report By
 QA0034  HISTORY     - 1957     MONUMENTED       CGS
 QA0034  HISTORY     - 1960     GOOD             NGS
 QA0034
 QA0034                          STATION DESCRIPTION
 QA0034
 QA0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0034'1.25 MI N FROM CHALLIS.
 QA0034'0.85 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE OFFICE OF THE
 QA0034'SUPERVISOR, CHALLIS NATIONAL FOREST, THENCE 0.4 MILE NORTH-NORTHWEST
 QA0034'ALONG A DIRT ROAD ACROSS A FIELD, 133 FEET EAST OF THE LINE OF RUNWAY
 QA0034'MARKERS ALONG THE EAST SIDE OF THE RUNWAY, 38.8 FEET EAST OF THE
 QA0034'TRIANGULATION STATION AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 QA0034'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0035 ***********************************************************************
 QA0035  DESIGNATION -  CHALLIS AIRFIELD RM 3
 QA0035  PID         -  QA0035
 QA0035  STATE/COUNTY-  ID/CUSTER
 QA0035  USGS QUAD   -  CHALLIS (1989)
 QA0035
 QA0035                         *CURRENT SURVEY CONTROL
 QA0035  ___________________________________________________________________
 QA0035* NAD 83(1986)-  44 31 19.     (N)    114 12 58.     (W)     SCALED    
 QA0035* NAVD 88     -      1536.64   (+/-2cm)    5041.5    (feet)  VERTCON   
 QA0035  ___________________________________________________________________
 QA0035  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 QA0035
 QA0035  VERT ORDER  -  THIRD (See Below)
 QA0035
 QA0035.The horizontal coordinates were scaled from a topographic map and have
 QA0035.an estimated accuracy of +/- 6 seconds.
 QA0035
 QA0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0035.The vertical order pertains to the NGVD 29 superseded value.
 QA0035
 QA0035.The geoid height was determined by GEOID03.
 QA0035
 QA0035;                    North         East    Units  Estimated Accuracy
 QA0035;SPC ID C     -   317,210.      482,820.      MT  (+/- 180 meters Scaled)
 QA0035
 QA0035                          SUPERSEDED SURVEY CONTROL
 QA0035
 QA0035  NGVD 29 (03/27/06) 1535.43   (m)         5037.5    (f) RESET       3  
 QA0035
 QA0035.Superseded values are not recommended for survey control.
 QA0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0035.See file dsdata.txt to determine how the superseded data were derived.
 QA0035
 QA0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK212336(NAD 83)
 QA0035_MARKER: DB = BENCH MARK DISK
 QA0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0035_SP_SET: MONUMENT
 QA0035_STAMPING: CHALLIS AIRFIELD 1957 NO 3 1977
 QA0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0035
 QA0035  HISTORY     - Date     Condition        Report By
 QA0035  HISTORY     - 1977     MONUMENTED       NGS
 QA0035
 QA0035                          STATION DESCRIPTION
 QA0035
 QA0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 QA0035'2.0 MI NE FROM CHALLIS.
 QA0035'REACHED FROM THE CHALLIS POST OFFICE BY GOING EAST ON MAIN STREET FOR
 QA0035'0.5 MILE TO U. S. HIGHWAY 93, TURN LEFT, AND GO NORTHEAST ON THE
 QA0035'HIGHWAY FOR 1 0.5 MILES TO THE ENTRANCE TO THE AIRPORT ON THE LEFT,
 QA0035'TURN LEFT, WEST, FOR 0.1 MILE TO THE OFFICE OBTAIN PERMISSION TO DRIVE
 QA0035'ON THE APRON, THEN GO NORTH ON THE APRON, AND TAXI STRIP FOR 0.2 MILE
 QA0035'TO THE MARK ON THE RIGHT, 75 FEET SOUTH OF THE TAXI STRIP TO THE T
 QA0035'HANGARS, 50 FEET EAST OF THE NORTH-SOUTH TAXI STRIP, AND 43.88 FEET
 QA0035'SOUTHWEST OF TRIANGULATION STATION CHALLIS AIRFIELD 1957, SET IN A
 QA0035'1.0-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0687 ***********************************************************************
 QA0687  DESIGNATION -  CHALLIS RESET
 QA0687  PID         -  QA0687
 QA0687  STATE/COUNTY-  ID/CUSTER
 QA0687  USGS QUAD   -  PATS CREEK (1989)
 QA0687
 QA0687                         *CURRENT SURVEY CONTROL
 QA0687  ___________________________________________________________________
 QA0687* NAD 83(1992)-  44 30 59.75165(N)    114 15 48.83688(W)     ADJUSTED  
 QA0687* NAVD 88     -      2052.6    (meters)    6734.     (feet)  VERTCON   
 QA0687  ___________________________________________________________________
 QA0687  LAPLACE CORR-          -7.44  (seconds)                    DEFLEC99
 QA0687  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 QA0687
 QA0687  HORZ ORDER  -  THIRD
 QA0687
 QA0687.The horizontal coordinates were established by classical geodetic methods
 QA0687.and adjusted by the National Geodetic Survey in July 1992..
 QA0687
 QA0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0687
 QA0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0687
 QA0687.The geoid height was determined by GEOID03.
 QA0687
 QA0687;                    North         East     Units Scale Factor Converg.
 QA0687;SPC ID C     -   316,628.899   479,045.777   MT  0.99995277   -0 11 05.2
 QA0687;UTM  11      - 4,932,895.394   717,480.148   MT  1.00018169   +1 55 09.5
 QA0687
 QA0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0687!SPC ID C     -   0.99968025  x   0.99995277  =   0.99963304
 QA0687!UTM  11      -   0.99968025  x   1.00018169  =   0.99986188
 QA0687
 QA0687|---------------------------------------------------------------------|
 QA0687| PID    Reference Object                     Distance      Geod. Az  |
 QA0687|                                                           dddmmss.s |
 QA0687| CD4423 CHALLIS RM 2                          5.188 METERS 05540     |
 QA0687| CD4424 CHALLIS RM 3                          5.989 METERS 14940     |
 QA0687| QA0696 LONE PINE RESET                     APPROX.20.5 KM 1583905.8 |
 QA0687| CD4422 CHALLIS RM 1 CROSS                    5.142 METERS 16317     |
 QA0687|---------------------------------------------------------------------|
 QA0687
 QA0687                          SUPERSEDED SURVEY CONTROL
 QA0687
 QA0687  NAD 83(1986)-  44 30 59.75092(N)    114 15 48.83058(W) AD(       ) 3
 QA0687  NAD 27      -  44 31 00.03192(N)    114 15 45.58889(W) AD(       ) 3
 QA0687  NGVD 29 (07/19/86) 2051.3    (m)         6730.     (f) VERT ANG       
 QA0687
 QA0687.Superseded values are not recommended for survey control.
 QA0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0687.See file dsdata.txt to determine how the superseded data were derived.
 QA0687
 QA0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK1748032895(NAD 83)
 QA0687_MARKER: DD = SURVEY DISK
 QA0687_SETTING: 80 = SET IN A BOULDER
 QA0687_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QA0687
 QA0687  HISTORY     - Date     Condition        Report By
 QA0687  HISTORY     - 1915     MONUMENTED       USGS
 QA0687  HISTORY     - 1956     GOOD             USGS
 QA0687  HISTORY     - 1961     GOOD             USGS
 QA0687
 QA0687                          STATION DESCRIPTION
 QA0687
 QA0687'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 QA0687'LOCATED ABOUT 1.5 MI NW. OF CHALLIS, 1 MI N. OF ALEXANDER KLUG
 QA0687'RANCH ON GARDEN CREEK 2 MI W. OF CHALLIS.  ON FIRST SAGEBRUSH
 QA0687'HILL ON DIVIDE BETWEEN GARDEN AND CHALLIS CREEKS.
 QA0687'
 QA0687'STATION MARK--STANDARD TABLET, UNSTAMPED, IN ROCK UNDER LARGE
 QA0687'MONUMENT.
 QA0687'
 QA0687'RM 1--CHISELED CROSS ON LARGE ROCK STANDING 1 FT OUT OF GROUND.
 QA0687
 QA0687                          STATION RECOVERY (1956)
 QA0687
 QA0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 QA0687'ON THE FIRST SAGEBRUSH HILL ON THE DIVIDE BETWEEN GARDEN AND CHALLIS
 QA0687'CREEKS.  ABOUT 1.5 MI. NW. OF CHALLIS AND 1 MI. N. OF ALEXANDER KLUGS
 QA0687'RANCH ON GARDEN CREEK, 2 MI. W. OF CHALLIS.  THE STATION COMMANDS A
 QA0687'GOOD VIEW OF THE CHALLIS VALLEY.  EASILY REACHED FROM CHALLIS IN ANY
 QA0687'DIRECTION.
 QA0687'
 QA0687'STATION MARK--TRIANGULATION TABLET SET IN ROCK UNDER LARGE MONUMENT.
 QA0687'
 QA0687'REFERENCE MARK--A CHISELED CROSS ON BIG ROCK STANDING 1 FT. OUT OF
 QA0687'THE GROUND, 16.8 FT. S.
 QA0687'
 QA0687'FOUND AS DESCRIBED.
 QA0687'
 QA0687'TO REACH STATION FROM CHALLIS POST OFFICE, DRIVE OUT CHALLIS CREEK
 QA0687'ROAD TO TRACK RD. ON LEFT, PROCEED THROUGH GATE AND UP TRACK
 QA0687'ROAD TO A SADDLE, TURN RIGHT AND PROCEED ALONG RIDGE ABOUT 2.5
 QA0687'MI. TO STATION.  (STATION CAN BE REACHED BY JEEP.)
 QA0687'
 QA0687'STATION MARK--STANDARD TABLET STAMPED---CHALLIS 1915-56---.  (TABLET
 QA0687'WAS NOT STAMPED PREVIOUS TO 1956.)
 QA0687'
 QA0687'REFERENCE MARK NO. 1--CHISELED CROSS IN ROCK, 16.87 FT. FROM STATION
 QA0687'MARK, S 16 DEG 43 MIN E.
 QA0687'
 QA0687'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 QA0687'1956---, SET IN BOULDER, 17.02 FT. FROM STATION MARK,
 QA0687'N 55 DEG 39 MIN E.
 QA0687'
 QA0687'REFERENCE MARK NO. 3--STANDARD REFERENCE MARK TABLET STAMPED---NO 3
 QA0687'1956---, SET IN BOULDER, 19.65 FT. FROM STATION MARK,
 QA0687'S 30 DEG 20 MIN E.
 QA0687'
 QA0687'ALL MARKS FOUND IN GOOD CONDITION.
 QA0687
 QA0687                          STATION RECOVERY (1961)
 QA0687
 QA0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QA0687'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0889 ***********************************************************************
 OY0889  DESIGNATION -  CHANDLER RESET
 OY0889  PID         -  OY0889
 OY0889  STATE/COUNTY-  ID/BINGHAM
 OY0889  USGS QUAD   -  SPRINGFIELD (1974)
 OY0889
 OY0889                         *CURRENT SURVEY CONTROL
 OY0889  ___________________________________________________________________
 OY0889* NAD 83(1992)-  43 06 20.73319(N)    112 43 41.78508(W)     ADJUSTED  
 OY0889* NAVD 88     -      1369.5    (meters)    4493.     (feet)  VERTCON   
 OY0889  ___________________________________________________________________
 OY0889  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 OY0889  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 OY0889
 OY0889  HORZ ORDER  -  THIRD
 OY0889
 OY0889.The horizontal coordinates were established by classical geodetic methods
 OY0889.and adjusted by the National Geodetic Survey in July 1992..
 OY0889
 OY0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0889
 OY0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0889
 OY0889.The geoid height was determined by GEOID03.
 OY0889
 OY0889;                    North         East     Units Scale Factor Converg.
 OY0889;SPC ID E     -   160,000.228   154,287.000   MT  0.99997307   -0 23 01.6
 OY0889;UTM  12      - 4,774,008.868   359,371.663   MT  0.99984329   -1 10 52.3
 OY0889
 OY0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0889!SPC ID E     -   0.99978731  x   0.99997307  =   0.99976038
 OY0889!UTM  12      -   0.99978731  x   0.99984329  =   0.99963063
 OY0889
 OY0889:                Primary Azimuth Mark                     Grid Az
 OY0889:SPC ID E     -  27 KK                                    358 27 14.1
 OY0889:UTM  12      -  27 KK                                    359 15 04.8
 OY0889
 OY0889|---------------------------------------------------------------------|
 OY0889| PID    Reference Object                     Distance      Geod. Az  |
 OY0889|                                                           dddmmss.s |
 OY0889| OY0891 27 KK                               APPROX. 7.7 KM 3580412.5 |
 OY0889|---------------------------------------------------------------------|
 OY0889
 OY0889                          SUPERSEDED SURVEY CONTROL
 OY0889
 OY0889  NAD 83(1986)-  43 06 20.72783(N)    112 43 41.76982(W) AD(       ) 3
 OY0889  NAD 27      -  43 06 21.03647(N)    112 43 38.80813(W) AD(       ) 3
 OY0889  NGVD 29 (07/19/86) 1368.5    (m)         4490.     (f) VERT ANG       
 OY0889
 OY0889.Superseded values are not recommended for survey control.
 OY0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0889.See file dsdata.txt to determine how the superseded data were derived.
 OY0889
 OY0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5937274009(NAD 83)
 OY0889_MARKER: DD = SURVEY DISK
 OY0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OY0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0889+STABILITY: SURFACE MOTION
 OY0889
 OY0889  HISTORY     - Date     Condition        Report By
 OY0889  HISTORY     - 1934     MONUMENTED       USGS
 OY0889
 OY0889                          STATION DESCRIPTION
 OY0889
 OY0889'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 OY0889'LOCATED 2.0 MI. W. AND 1.5 MI. N. OF SPRINGFIELD, ON HIGH GROUND.
 OY0889'
 OY0889'TO REACH FROM SPRINGFIELD, DRIVE W. ON MAIN RD. FOR 2.4 MI. TO A
 OY0889'RD. INTERSECTION, TURN RIGHT AND CONTINUE N. FOR 1.8 MI. TO A RD.
 OY0889'INTERSECTION, TURN RIGHT AND CONTINUE FOR 0.1 MI. TO A SPLIT IN RD.,
 OY0889'LEAVE RD. AND TURN SE. UP SMALL DRAW FOR 0.1 MI. TO LOW TOP AND
 OY0889'STATION.
 OY0889'
 OY0889'STATION MARK--STANDARD TABLET STAMPED---CHANDLER RESET 1949---, SET
 OY0889'IN SQUARE CONCRETE POST.
 OY0889'
 OY0889'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OY0889'---CHANDLER 1934---, SET IN SQUARE CONCRETE POST, 70.57 FT. FROM
 OY0889'STATION MARK, N 87 DEG 29 MIN E.
 OY0889'
 OY0889'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OY0889'---CHANDLER NO 2 1949---, IN ROUND CONCRETE POST, 58.24 FT. FROM
 OY0889'STATION MARK, N 11 DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1654 ***********************************************************************
 NU1654  DESIGNATION -  CHANLK FAA REL MST AWE26
 NU1654  PID         -  NU1654
 NU1654  STATE/COUNTY-  ID/POWER
 NU1654  USGS QUAD   -  REGISTER ROCK (1984)
 NU1654
 NU1654                         *CURRENT SURVEY CONTROL
 NU1654  ___________________________________________________________________
 NU1654* NAD 83(1992)-  42 42 10.86650(N)    113 02 57.46276(W)     ADJUSTED  
 NU1654* NAVD 88     -      1400.     (meters)    4593.     (feet)  SCALED    
 NU1654  ___________________________________________________________________
 NU1654  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 NU1654  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 NU1654
 NU1654  HORZ ORDER  -  THIRD
 NU1654
 NU1654.The horizontal coordinates were established by classical geodetic methods
 NU1654.and adjusted by the National Geodetic Survey in July 1992..
 NU1654
 NU1654.The orthometric height was scaled from a topographic map.
 NU1654
 NU1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1654
 NU1654.The geoid height was determined by GEOID03.
 NU1654
 NU1654;                    North         East     Units Scale Factor Converg.
 NU1654;SPC ID E     -   115,486.421   127,687.540   MT  1.00001168   -0 35 55.0
 NU1654;UTM  12      - 4,729,872.468   332,160.192   MT  0.99994658   -1 23 24.5
 NU1654
 NU1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1654!SPC ID E     -   0.99978264  x   1.00001168  =   0.99979431
 NU1654!UTM  12      -   0.99978264  x   0.99994658  =   0.99972923
 NU1654
 NU1654                          SUPERSEDED SURVEY CONTROL
 NU1654
 NU1654  NAD 83(1986)-  42 42 10.86318(N)    113 02 57.45454(W) AD(       ) 4
 NU1654  NAD 27      -  42 42 11.17473(N)    113 02 54.48683(W) AD(       ) 3
 NU1654
 NU1654.Superseded values are not recommended for survey control.
 NU1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1654.See file dsdata.txt to determine how the superseded data were derived.
 NU1654
 NU1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN3216029872(NAD 83)
 NU1654_MARKER: 44 = MICROWAVE MAST
 NU1654
 NU1654  HISTORY     - Date     Condition        Report By
 NU1654  HISTORY     - 1979     FIRST OBSERVED   NGS
 NU1654
 NU1654                          STATION DESCRIPTION
 NU1654
 NU1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NU1654'THE STATION IS THE BEC LIGHT ATOP THE CHANNEL LAKE FAA RELAY
 NU1654'MAST AWE-26 THAT IS LOCATED ABOUT 12 MILES SOUTHWEST OF AMERICAN
 NU1654'FALLS, 3 MILES NORTH OF THE MASSACRE ROCKS STATE PARK AND 3.5 MILES
 NU1654'SOUTH OF THE UNION PACIFIC RAILWAY TRACKS ON THE SOUTH SLOPE OF A
 NU1654'ROCKY HILL.  THE MAST IS TRIANGULAR IN CROSS-SECTION PAINTED IN
 NU1654'ALTERNATE BANDS OF RED AND WHITE WITH A FAN SHAPED ANTENNA LOCATED
 NU1654'ON THE WEST SIDE NEAR THE TOP.  IT IS ABOUT 150 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1695 ***********************************************************************
 NU1695  DESIGNATION -  CHAPIN
 NU1695  PID         -  NU1695
 NU1695  STATE/COUNTY-  ID/CASSIA
 NU1695  USGS QUAD   -  SOUTH CHAPIN MOUNTAIN (1985)
 NU1695
 NU1695                         *CURRENT SURVEY CONTROL
 NU1695  ___________________________________________________________________
 NU1695* NAD 83(1992)-  42 27 24.06146(N)    113 10 21.21164(W)     ADJUSTED  
 NU1695* NAVD 88     -      1703.6    (meters)    5589.     (feet)  VERTCON   
 NU1695  ___________________________________________________________________
 NU1695  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 NU1695  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 NU1695
 NU1695  HORZ ORDER  -  SECOND
 NU1695
 NU1695.The horizontal coordinates were established by classical geodetic methods
 NU1695.and adjusted by the National Geodetic Survey in July 1992..
 NU1695
 NU1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1695
 NU1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1695
 NU1695.The geoid height was determined by GEOID03.
 NU1695
 NU1695;                    North         East     Units Scale Factor Converg.
 NU1695;SPC ID C     -    88,077.867   568,058.408   MT  1.00000434   +0 33 30.9
 NU1695;UTM  12      - 4,702,770.113   321,362.213   MT  0.99999264   -1 28 01.0
 NU1695
 NU1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1695!SPC ID C     -   0.99973509  x   1.00000434  =   0.99973943
 NU1695!UTM  12      -   0.99973509  x   0.99999264  =   0.99972773
 NU1695
 NU1695|---------------------------------------------------------------------|
 NU1695| PID    Reference Object                     Distance      Geod. Az  |
 NU1695|                                                           dddmmss.s |
 NU1695| CM5312 CHAPIN RM 3                           5.577 METERS 09202     |
 NU1695| NU1688 HEGLAR                              APPROX.15.0 KM 1175339.7 |
 NU1695| CM5311 CHAPIN RM 1                          16.910 METERS 18607     |
 NU1695|---------------------------------------------------------------------|
 NU1695
 NU1695                          SUPERSEDED SURVEY CONTROL
 NU1695
 NU1695  NAD 83(1986)-  42 27 24.05897(N)    113 10 21.20665(W) AD(       ) 2
 NU1695  NAD 27      -  42 27 24.37720(N)    113 10 18.22133(W) AD(       ) 2
 NU1695  NGVD 29 (07/19/86) 1702.6    (m)         5586.     (f) VERT ANG       
 NU1695
 NU1695.Superseded values are not recommended for survey control.
 NU1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1695.See file dsdata.txt to determine how the superseded data were derived.
 NU1695
 NU1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN2136202770(NAD 83)
 NU1695_MARKER: DS = TRIANGULATION STATION DISK
 NU1695_SETTING: 66 = SET IN ROCK OUTCROP
 NU1695_SP_SET: PARTIALLY EXPOSED BEDROCK
 NU1695
 NU1695  HISTORY     - Date     Condition        Report By
 NU1695  HISTORY     - 1957     MONUMENTED       USGS
 NU1695  HISTORY     - 1968     GOOD             USGS
 NU1695
 NU1695                          STATION DESCRIPTION
 NU1695
 NU1695'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU1695'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 42113-2,
 NU1695'STATION 1030.
 NU1695'LOCATED ABOUT 24.0 MI. E-SE. OF DECLO, 14.0 MI. NE. OF MALTA, ON THE
 NU1695'HIGHEST POINT OF A ROUND-TOPPED BUTTE LOCALLY KNOWN AS SOUTH CHAPIN.
 NU1695'TO REACH FROM RAFT RIVER STORE ON FRONTAGE RD. OF INTERSTATE HIGHWAY
 NU1695'15W DRIVE E. 0.3 MI. TO T-RD., TURN RIGHT AND CONTINUE S. FOR 2.3 MI.
 NU1695'TO RD. CROSSING, TURN RIGHT AND CONTINUE FOR 3.5 MI. TO T-RD. AND SIGN
 NU1695'--HEGLAR CANYON--, TURN LEFT FOR 5.0 MI. TO FARM WITH TWO GREEN
 NU1695'STORAGE TANKS AND OBTAIN PERMISSION TO DRIVE S. THROUGH YARD AND FIELD
 NU1695'TO STATION AT HIGHEST POINT, ABOUT 1.3 MI. S.  A 4-WHEEL DRIVE IS
 NU1695'NEEDED.
 NU1695'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED---CHAPIN 1957---,
 NU1695'CEMENTED IN ROCK.
 NU1695'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED---NO 1 1957---, SET IN
 NU1695'ROCK.
 NU1695'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER, WAS NOT RECOVERED.
 NU1695'REFERENCE MARK NO. 3--A STANDARD REFERENCE MARK TABLET STAMPED ---NO 3
 NU1695'1968---, CEMENTED IN ROCK.
 NU1695
 NU1695                          STATION RECOVERY (1968)
 NU1695
 NU1695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JJW)
 NU1695'LOCATED ABOUT 24.0 MI. E-SE. OF DECLO.  14.0 MI. NE. OF MALTA.
 NU1695'ON THE HIGHEST POINT OF A ROUND-TOPPED BUTTE LOCALLY KNOWN AS
 NU1695'SOUTH CHAPIN.
 NU1695'
 NU1695'TO REACH FROM RAFT RIVER STORE ON FRONTAGE RD. OF INTERSTATE
 NU1695'HIGHWAY 15W DRIVE E. 0.3 MI. TO T-RD.  TURN RIGHT AND CONTINUE
 NU1695'S. FOR 2.3 MI. TO RD. CROSSING.  TURN RIGHT AND CONTINUE FOR
 NU1695'3.5 MI. TO T-RD. AND SIGN HEGLAR CANYON.  TURN LEFT FOR 5.0 MI.
 NU1695'TO FARM WITH TWO GREEN STORAGE TANKS AND OBTAIN PERMISSION
 NU1695'TO DRIVE S. THROUGH YARD AND FIELD TO STATION AT HIGHEST
 NU1695'POINT, ABOUT 1.3 MI. S.  A 4-WHEEL DRIVE IS NEEDED.
 NU1695'
 NU1695'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED CHAPIN 1957
 NU1695'CEMENTED IN ROCK.
 NU1695'
 NU1695'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED NO 1 1957
 NU1695'SET IN ROCK.
 NU1695'
 NU1695'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER, WAS NOT RECOVERED.
 NU1695'
 NU1695'REFERENCE MARK NO. 3--A STANDARD REFERENCE MARK TABLET STAMPED
 NU1695'NO 3 1968, CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0543 ***********************************************************************
 NT0543  DESIGNATION -  CHARLES
 NT0543  PID         -  NT0543
 NT0543  STATE/COUNTY-  ID/BEAR LAKE
 NT0543  USGS QUAD   -  ST CHARLES (1969)
 NT0543
 NT0543                         *CURRENT SURVEY CONTROL
 NT0543  ___________________________________________________________________
 NT0543* NAD 83(1994)-  42 07 23.76676(N)    111 23 01.92479(W)     ADJUSTED  
 NT0543* NAVD 88     -      1812.0    (meters)    5945.     (feet)  VERTCON   
 NT0543  ___________________________________________________________________
 NT0543  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 NT0543  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 NT0543
 NT0543  HORZ ORDER  -  THIRD
 NT0543  VERT ORDER  -  THIRD ? (See Below)
 NT0543
 NT0543.The horizontal coordinates were established by classical geodetic methods
 NT0543.and adjusted by the National Geodetic Survey in November 1997..
 NT0543
 NT0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0543.The vertical order pertains to the NGVD 29 superseded value.
 NT0543
 NT0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0543
 NT0543.The geoid height was determined by GEOID03.
 NT0543
 NT0543;                    North         East     Units Scale Factor Converg.
 NT0543;SPC ID E     -    51,009.251   264,726.944   MT  0.99999890   +0 31 30.2
 NT0543;UTM  12      - 4,663,534.030   468,270.371   MT  0.99961239   -0 15 26.9
 NT0543
 NT0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0543!SPC ID E     -   0.99971804  x   0.99999890  =   0.99971694
 NT0543!UTM  12      -   0.99971804  x   0.99961239  =   0.99933054
 NT0543
 NT0543:                Primary Azimuth Mark                     Grid Az
 NT0543:SPC ID E     -  DRY                                      266 49 42.3
 NT0543:UTM  12      -  DRY                                      267 36 39.4
 NT0543
 NT0543|---------------------------------------------------------------------|
 NT0543| PID    Reference Object                     Distance      Geod. Az  |
 NT0543|                                                           dddmmss.s |
 NT0543| NT0544 DRY                                 APPROX. 9.0 KM 2672112.5 |
 NT0543|---------------------------------------------------------------------|
 NT0543
 NT0543                          SUPERSEDED SURVEY CONTROL
 NT0543
 NT0543  NAD 83(1992)-  42 07 23.76857(N)    111 23 01.92033(W) AD(       ) 3
 NT0543  NAD 83(1986)-  42 07 23.76236(N)    111 23 01.91905(W) AD(       ) 3
 NT0543  NAD 27      -  42 07 24.02052(N)    111 22 59.18086(W) AD(       ) 3
 NT0543  NGVD 29 (07/19/86) 1810.8    (m)         5941.     (f) LEVELING    3  
 NT0543
 NT0543.Superseded values are not recommended for survey control.
 NT0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0543.See file dsdata.txt to determine how the superseded data were derived.
 NT0543
 NT0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM6827063534(NAD 83)
 NT0543_MARKER: DD = SURVEY DISK
 NT0543_SETTING: 0 = UNSPECIFIED SETTING
 NT0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0543
 NT0543  HISTORY     - Date     Condition        Report By
 NT0543  HISTORY     - 1966     MONUMENTED       USGS
 NT0543
 NT0543                          STATION DESCRIPTION
 NT0543
 NT0543'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NT0543'LOCATED ABOUT 5 MI. (AIRLINE) S. OF BLOOMINGTON, ABOUT 0.5 MI. E. OF
 NT0543'ST. CHARLES, ON THE S. SIDE OF THE BEAR LAKE STATE PARK RD., AT A
 NT0543'T-RD. (N.), ABOUT 3 FT. E. OF A N.-S. CANAL AND 37 FT. SE. OF T-RD.
 NT0543'
 NT0543'TO REACH FROM THE BLOOMINGTON POST OFFICE, DRIVE S. ALONG U.S.
 NT0543'HIGHWAY 89 FOR 4.4 MI. TO BEAR LAKE STATE PARK RD. (LEFT), TAKE LEFT
 NT0543'FORK FOR 0.35 MI. TO STATION ON RIGHT.
 NT0543'
 NT0543'STATION MARK--STANDARD TABLET STAMPED---CHARLES 1966--- SET IN A
 NT0543'CONCRETE POST PROJECTING ABOUT 0.3 FT.
 NT0543'
 NT0543'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER STAMPED---1--- SET IN A
 NT0543'LARGE TREE STUMP, 11.08 FT. FROM THE STATION MARK, S 11 DEG 21 MIN E.
 NT0543'
 NT0543'REFERENCE MARK NO. 2--COPPER-COATED SECTION OF ROD STAMPED---2---
 NT0543'ON HEAD, 30.15 FT. FROM THE STATION MARK, S 81 DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1528 ***********************************************************************
 SV1528  DESIGNATION -  CHARLES BUTTE
 SV1528  PID         -  SV1528
 SV1528  STATE/COUNTY-  ID/BENEWAH
 SV1528  USGS QUAD   -  WEST DENNIS (1994)
 SV1528
 SV1528                         *CURRENT SURVEY CONTROL
 SV1528  ___________________________________________________________________
 SV1528* NAD 83(1992)-  47 07 16.61498(N)    116 44 34.03816(W)     ADJUSTED  
 SV1528* NAVD 88     -      1363.9    (meters)    4475.     (feet)  VERTCON   
 SV1528  ___________________________________________________________________
 SV1528  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 SV1528  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 SV1528
 SV1528  HORZ ORDER  -  THIRD
 SV1528
 SV1528.The horizontal coordinates were established by classical geodetic methods
 SV1528.and adjusted by the National Geodetic Survey in July 1992..
 SV1528
 SV1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1528
 SV1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1528
 SV1528.The geoid height was determined by GEOID03.
 SV1528
 SV1528;                    North         East     Units Scale Factor Converg.
 SV1528;SPC ID W     -   606,554.510   724,668.818   MT  1.00000305   -0 43 39.2
 SV1528;UTM  11      - 5,218,673.967   519,510.363   MT  0.99960468   +0 11 18.5
 SV1528
 SV1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1528!SPC ID W     -   0.99978904  x   1.00000305  =   0.99979209
 SV1528!UTM  11      -   0.99978904  x   0.99960468  =   0.99939380
 SV1528
 SV1528:                Primary Azimuth Mark                     Grid Az
 SV1528:SPC ID W     -  LINDSTROM                                046 21 33.0
 SV1528:UTM  11      -  LINDSTROM                                045 26 35.3
 SV1528
 SV1528|---------------------------------------------------------------------|
 SV1528| PID    Reference Object                     Distance      Geod. Az  |
 SV1528|                                                           dddmmss.s |
 SV1528| SV1522 LINDSTROM                           APPROX.19.9 KM 0453753.8 |
 SV1528| CH7093 CHARLES BUTTE RM 1                    9.480 METERS 24328     |
 SV1528| CH7094 CHARLES BUTTE RM 2                    3.700 METERS 25155     |
 SV1528|---------------------------------------------------------------------|
 SV1528
 SV1528                          SUPERSEDED SURVEY CONTROL
 SV1528
 SV1528  NAD 83(1986)-  47 07 16.61942(N)    116 44 34.03138(W) AD(       ) 3
 SV1528  NAD 27      -  47 07 16.94841(N)    116 44 30.43805(W) AD(       ) 3
 SV1528  NGVD 29 (07/19/86) 1362.7    (m)         4471.     (f) VERT ANG       
 SV1528
 SV1528.Superseded values are not recommended for survey control.
 SV1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1528.See file dsdata.txt to determine how the superseded data were derived.
 SV1528
 SV1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN1951018674(NAD 83)
 SV1528_MARKER: DD = SURVEY DISK
 SV1528_SETTING: 0 = UNSPECIFIED SETTING
 SV1528
 SV1528  HISTORY     - Date     Condition        Report By
 SV1528  HISTORY     - 1956     MONUMENTED       USGS
 SV1528
 SV1528                          STATION DESCRIPTION
 SV1528
 SV1528'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV1528'LOCATED ABOUT 15 MI NE. OF POTLATCH, 9 MI SE. OF TENSED.  ON
 SV1528'MOUNTAIN KNOWN AS CHARLES BUTTE.
 SV1528'
 SV1528'TO REACH FROM TENSED POST OFFICE, DRIVE 6.7 MI S. ON U.S. HWY. 95
 SV1528'TO SANDERS RD.  TAKE SANDERS RD. 5.9 MI TO RD. AND FS SIGN
 SV1528'CHARLES BUTTE.  FOLLOW FS SIGNS TO TOP OF MOUNTAIN AND STATION.
 SV1528'
 SV1528'STATION MARK--STANDARD BRONZE TABLET
 SV1528'STAMPED---CHARLES BUTTE 1956---, CEMENTED IN 4-INCH STOVEPIPE
 SV1528'PROJECTING 0.1 FT ABOVE GROUND.
 SV1528'
 SV1528'RM 1--COPPER NAIL AND WASHER IN TOP OF 18-INCH STUMP.
 SV1528'
 SV1528'RM 2--COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0736 ***********************************************************************
 QA0736  DESIGNATION -  CHASE
 QA0736  PID         -  QA0736
 QA0736  STATE/COUNTY-  ID/CUSTER
 QA0736  USGS QUAD   -  CASINO LAKES (1963)
 QA0736
 QA0736                         *CURRENT SURVEY CONTROL
 QA0736  ___________________________________________________________________
 QA0736* NAD 83(1992)-  44 11 33.46784(N)    114 45 32.10835(W)     ADJUSTED  
 QA0736* NAVD 88     -      3035.4    (meters)    9959.     (feet)  VERTCON   
 QA0736  ___________________________________________________________________
 QA0736  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 QA0736  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 QA0736
 QA0736  HORZ ORDER  -  FIRST
 QA0736
 QA0736.The horizontal coordinates were established by classical geodetic methods
 QA0736.and adjusted by the National Geodetic Survey in July 1992..
 QA0736
 QA0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0736
 QA0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0736
 QA0736.The geoid height was determined by GEOID03.
 QA0736
 QA0736;                    North         East     Units Scale Factor Converg.
 QA0736;SPC ID C     -   280,878.074   439,330.421   MT  0.99999262   -0 31 44.5
 QA0736;UTM  11      - 4,895,710.388   679,095.690   MT  0.99999449   +1 33 45.4
 QA0736
 QA0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0736!SPC ID C     -   0.99952625  x   0.99999262  =   0.99951887
 QA0736!UTM  11      -   0.99952625  x   0.99999449  =   0.99952074
 QA0736
 QA0736:                Primary Azimuth Mark                     Grid Az
 QA0736:SPC ID C     -  CUSTER LOOKOUT                           032 12 57.5
 QA0736:UTM  11      -  CUSTER LOOKOUT                           030 07 27.6
 QA0736
 QA0736|---------------------------------------------------------------------|
 QA0736| PID    Reference Object                     Distance      Geod. Az  |
 QA0736|                                                           dddmmss.s |
 QA0736| QA0726 CUSTER LOOKOUT                      APPROX.20.5 KM 0314113.0 |
 QA0736| CD4425 CHASE RM 1                            3.225 METERS 04426     |
 QA0736| CD6230 ROBINSON BAR CAIRN                                 0451312.5 |
 QA0736| CD5916 LOOKOUT MOUNTAIN LOOKOUT              5.944 METERS 08630     |
 QA0736| CD4426 CHASE RM 2                           10.071 METERS 12659     |
 QA0736| QA0732 CASTLE                              APPROX.21.7 KM 1410757.2 |
 QA0736| CD4427 CHASE RM 3                            1.808 METERS 29708     |
 QA0736|---------------------------------------------------------------------|
 QA0736
 QA0736                          SUPERSEDED SURVEY CONTROL
 QA0736
 QA0736  NAD 83(1986)-  44 11 33.46601(N)    114 45 32.10272(W) AD(       ) 1
 QA0736  NAD 27      -  44 11 33.78400(N)    114 45 28.83500(W) AD(       ) 1
 QA0736  NGVD 29 (07/19/86) 3033.9    (m)         9954.     (f) VERT ANG       
 QA0736
 QA0736.Superseded values are not recommended for survey control.
 QA0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0736.See file dsdata.txt to determine how the superseded data were derived.
 QA0736
 QA0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ7909695710(NAD 83)
 QA0736_MARKER: DS = TRIANGULATION STATION DISK
 QA0736_SETTING: 80 = SET IN A BOULDER
 QA0736_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QA0736
 QA0736  HISTORY     - Date     Condition        Report By
 QA0736  HISTORY     - 1935     MONUMENTED       CGS
 QA0736  HISTORY     - 1939     GOOD             CGS
 QA0736  HISTORY     - 1957     GOOD             CGS
 QA0736  HISTORY     - 1961     GOOD             USGS
 QA0736  HISTORY     - 1970     GOOD             USGS
 QA0736
 QA0736                          STATION DESCRIPTION
 QA0736
 QA0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 QA0736'ABOUT 9 MILES, AIRLINE, EAST BY SOUTH FROM STANLEY AND ABOUT
 QA0736'6 MILES, AIRLINE, SOUTH OF THE SUNBEAM DAM ON THE HIGHEST
 QA0736'POINT OF LOOKOUT MOUNTAIN, JUST WEST OF THE LOOKOUT HOUSE.
 QA0736'
 QA0736'TO REACH FROM STANLEY, GO EAST ON U.S. HIGHWAY 93 FOR 10 MILES
 QA0736'TO THE BRIDGE AT THE MOUTH OF ROUGH CREEK, HERE CROSS THE
 QA0736'SALMON RIVER AND DRIVE UP ROUGH CREEK FOR 1.5 MILES TO THE
 QA0736'END OF TRUCK TRAVEL AT THE FIRST BUILDINGS.  TAKE THE TRAIL
 QA0736'WHICH STARTS AT THE BRIDGE ACROSS ROUGH CREEK 1/4 MILE BELOW
 QA0736'THE BUILDINGS AND FOLLOW IT TO THE STATION.  THE CHASE MT.
 QA0736'LOOKOUT IS LOCATED ON THE SAME MOUNTAIN.  ABOUT 3-1/2 HOURS
 QA0736'PACK WITH HORSES FROM THE END OF TRUCK TRAVEL.  HORSES MAY
 QA0736'BE SECURED FROM EITHER L.A. FRACKS OR DAD CAMERON.
 QA0736'
 QA0736'REFERENCE MARKS ARE SET IN BEDROCK.
 QA0736'
 QA0736'THE CAIRN ON ROBINSON BAR WHICH LIES ABOUT 1 MILE NORTHEAST
 QA0736'CAN SERVE AS AN AZIMUTH.
 QA0736'
 QA0736'STATION UNOCCUPIED.
 QA0736
 QA0736                          STATION RECOVERY (1939)
 QA0736
 QA0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 QA0736'NINE AND ONE-HALF MILES EAST-SOUTHEAST OF STANLEY, 5.6 MILES
 QA0736'SOUTHWEST OF ROBINSON BAR ON THE SALMON RIVER, AIRLINE DISTANCES,
 QA0736'ON HIGH POINT OF LOOKOUT MOUNTAIN NEAR U.S. FOREST SERVICE
 QA0736'LOOKOUT HOUSE.  MARK IS SET IN A PART OF THE LARGE BOULDER, WHICH
 QA0736'PROJECTS ABOUT 8 INCHES, ON THE WEST SIDE OF LOOKOUT HOUSE
 QA0736'4.6 METERS FROM NORTHWEST CORNER, 4.2 METERS FROM SOUTHWEST
 QA0736'CORNER AND STAMPED CHASE 1935.
 QA0736'
 QA0736'TO REACH FROM STANLEY, GO NORTH AND EAST ON U.S. HIGHWAY 93
 QA0736'FOR 10 MILES TO BRIDGE AT MOUTH OF ROUGH CREEK, CROSS BRIDGE
 QA0736'OVER SALMON RIVER AND DRIVE EAST UP ROUGH CREEK FOR 2.0 MILES
 QA0736'AND TAKE DIM LEFT FORK, GO 0.4 MILE TO END OF TRUCK TRAVEL
 QA0736'AT DAM.  CROSS CREEK OVER DAM AND FOLLOW TRAIL AND SIGNS
 QA0736'TO LOOKOUT MOUNTAIN LOOKOUT AND STATION.  ABOUT 7 MILES OR
 QA0736'3-1/2-HOUR PACK.
 QA0736'
 QA0736'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QA0736'BOULDERS, AS DESCRIBED.  THERE IS NO UNDERGROUND MARK.
 QA0736'
 QA0736'ONE REFERENCE MARK NORTHEAST OF STATION IS 1.7 METERS WEST OF
 QA0736'NORTHWEST CORNER OF LOOKOUT HOUSE ON THE SAME LEVEL AS STATION
 QA0736'AND STAMPED CHASE 1935.
 QA0736'
 QA0736'ANOTHER REFERENCE MARK EAST-SOUTHEAST OF STATION IS 4.25 METERS
 QA0736'SOUTH OF SOUTHEAST CORNER OF LOOKOUT HOUSE, 3 FEET LOWER
 QA0736'THAN STATION AND STAMPED CHASE 1935.
 QA0736'
 QA0736'CAIRN (AZIMUTH MARK) IS ON ANOTHER POINT OF MOUNTAIN KNOWN
 QA0736'AS ROBINSON BAR, ABOUT 1-1/2 MILES NORTHEAST AND SLIGHTLY
 QA0736'LOWER THAN STATION.
 QA0736'
 QA0736'ELEVATION OF STATION IS 9883 FEET, AS PER U.S. FOREST SERVICE
 QA0736'DATA.
 QA0736
 QA0736                          STATION RECOVERY (1957)
 QA0736
 QA0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0736'THE STATION MARK AND ONE REFERENCE MARK WERE RECOVERED AS
 QA0736'DESCRIBED AND WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE
 QA0736'MARK NUMBER 3 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 QA0736'
 QA0736'THE STATION IS LOCATED AT THE WEST EDGE OF THE U.S. FOREST
 QA0736'SERVICE LOOKOUT HOUSE AND ON THE HIGHEST POINT OF LOOKOUT
 QA0736'MOUNTAIN, ABOUT 9-1/2 MILES EAST SOUTHEAST OF STANLEY, 5-1/2
 QA0736'MILES SOUTHWEST OF ROBINSON BAR AND 6 MILES SOUTH OF THE
 QA0736'SALMON RIVER.
 QA0736'
 QA0736'TO REACH.  FROM THE U.S. FORREST SERVICE RANGER STATION IN
 QA0736'LOWER STANLEY, GO EAST DOWN THE SALMON RIVER 9.0 MILES TO AN
 QA0736'OLD LOG BRIDGE ACROSS THE SALMON RIVER AND LOCKED GATE ON
 QA0736'NORTH SIDE OF BRIDGE.  FROM HERE PACK HORSES WERE FORDED ACROSS
 QA0736'THE SALMON RIVER AND THENCE FOLLOW ROAD UP THE WEST SIDE OF ROUGH
 QA0736'CREEK, FOR ABOUT 2.0 MILES TO A DIM FORKS AT A GROUP OF OLD
 QA0736'BUILDINGS.  THENCE TAKE LEFT FORK, AND GO SOUTHWESTERLY, FOR
 QA0736'ABOUT 1/2 MILE TO SIGN LOOKOUT MOUNTAIN AND FORREST SERVICE
 QA0736'TRAIL, THENCE FOLLOW FORREST SERVICE TRAIL, FOR ABOUT 7 MILES
 QA0736'TO THE HIGHEST POINT OF LOOKOUT MOUNTAIN AND THE STATION.
 QA0736'FIVE HOUR HORSE PACK.
 QA0736'
 QA0736'THE STATION MARK IS A STANDARD DISK, STAMPED CHASE 1935,
 QA0736'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 QA0736'6 INCHES.
 QA0736'
 QA0736'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CHASE 1935,
 QA0736'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH
 QA0736'WITH THE SURROUNDING BEDROCK AND IS ABOUT THE SAME ELEVATION
 QA0736'AS THE STATION.
 QA0736'
 QA0736'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED CHASE NO
 QA0736'3 1935 1957, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 QA0736'PROJECTS ABOUT 2 FEET AND IS ABOUT 3 FEET HIGHER THAN THE STATION.
 QA0736
 QA0736                          STATION RECOVERY (1961)
 QA0736
 QA0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QA0736'RECOVERED AS DESCRIBED.
 QA0736
 QA0736                          STATION RECOVERY (1970)
 QA0736
 QA0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QA0736'INSTRUMENT STAND 4.5 FT ABOVE STATION MARK.
 QA0736'
 QA0736'ALL MARKS IN GOOD CONDITION.
 QA0736'
 QA0736'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1526 ***********************************************************************
 NU1526  DESIGNATION -  CHECK
 NU1526  PID         -  NU1526
 NU1526  STATE/COUNTY-  ID/BANNOCK
 NU1526  USGS QUAD   -  MC CAMMON (1968)
 NU1526
 NU1526                         *CURRENT SURVEY CONTROL
 NU1526  ___________________________________________________________________
 NU1526* NAD 83(1992)-  42 39 50.28704(N)    112 11 38.12051(W)     ADJUSTED  
 NU1526* NAVD 88     -      1475.3    (meters)    4840.     (feet)  VERTCON   
 NU1526  ___________________________________________________________________
 NU1526  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 NU1526  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 NU1526
 NU1526  HORZ ORDER  -  SECOND
 NU1526
 NU1526.The horizontal coordinates were established by classical geodetic methods
 NU1526.and adjusted by the National Geodetic Survey in July 1992..
 NU1526
 NU1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1526
 NU1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1526
 NU1526.The geoid height was determined by GEOID03.
 NU1526
 NU1526;                    North         East     Units Scale Factor Converg.
 NU1526;SPC ID E     -   110,771.338   197,765.589   MT  0.99994743   -0 01 06.5
 NU1526;UTM  12      - 4,724,191.099   402,156.144   MT  0.99971778   -0 48 33.1
 NU1526
 NU1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1526!SPC ID E     -   0.99977069  x   0.99994743  =   0.99971813
 NU1526!UTM  12      -   0.99977069  x   0.99971778  =   0.99948853
 NU1526
 NU1526|---------------------------------------------------------------------|
 NU1526| PID    Reference Object                     Distance      Geod. Az  |
 NU1526|                                                           dddmmss.s |
 NU1526| CM5314 CHECK RM 1                            7.157 METERS 11849     |
 NU1526| CM5313 CHECK AZ MK                                        1485928.7 |
 NU1526| CM5315 CHECK RM 2                            6.213 METERS 27724     |
 NU1526|---------------------------------------------------------------------|
 NU1526
 NU1526                          SUPERSEDED SURVEY CONTROL
 NU1526
 NU1526  NAD 83(1986)-  42 39 50.28048(N)    112 11 38.10606(W) AD(       ) 2
 NU1526  NAD 27      -  42 39 50.58650(N)    112 11 35.22290(W) AD(       ) 2
 NU1526  NGVD 29 (07/19/86) 1474.2    (m)         4837.     (f) VERT ANG       
 NU1526
 NU1526.Superseded values are not recommended for survey control.
 NU1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1526.See file dsdata.txt to determine how the superseded data were derived.
 NU1526
 NU1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0215624191(NAD 83)
 NU1526_MARKER: DS = TRIANGULATION STATION DISK
 NU1526_SETTING: 80 = SET IN A BOULDER
 NU1526_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1526_STAMPING: CHECK 1960
 NU1526_MARK LOGO: CGS   
 NU1526_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1526+STABILITY: SURFACE MOTION
 NU1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1526+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1993
 NU1526
 NU1526  HISTORY     - Date     Condition        Report By
 NU1526  HISTORY     - 1960     MONUMENTED       CGS
 NU1526  HISTORY     - 19930408 GOOD             LOCENG
 NU1526
 NU1526                          STATION DESCRIPTION
 NU1526
 NU1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1526'THE STATION IS ABOUT 1 MILE NORTH OF THE CENTER OF MC CAMMON,
 NU1526'0.15 MILE NORTH OF THE PORT OF ENTRY STATION, 100 YARDS EAST
 NU1526'OF U.S. HIGHWAYS 30 N, 91 AND 191 AND ON THE SAGE AND ROCKY
 NU1526'SUMMIT WITH CULTIVATED FIELDS TO THE EAST.
 NU1526'
 NU1526'THE STATION MARK, STAMPED CHECK 1960, IS A STANDARD DISK SET
 NU1526'IN CEMENT IN A DRILL HOLE IN A BOULDER 13 FEET SOUTHEAST OF
 NU1526'A METAL WITNESS POST WITH SIGN ATTACHED.
 NU1526'
 NU1526'REFERENCE MARK 1, STAMPED CHECK NO 1 1960, IS A STANDARD DISK
 NU1526'SET IN CEMENT IN A DRILL HOLE IN A BOULDER PROJECTING 1-FOOT.
 NU1526'IT IS ABOUT LEVEL WITH THE STATION MARK.
 NU1526'
 NU1526'REFERENCE MARK 2, STAMPED CHECK NO 2 1960, IS A STANDARD DISK
 NU1526'SET IN CEMENT IN A DRILL HOLE IN A BOULDER AND ABOUT 1-FOOT
 NU1526'HIGHER THAN THE STATION MARK.  THE BOULDER IS PROJECTING
 NU1526'ABOUT 6 INCHES.
 NU1526'
 NU1526'THE AZIMUTH MARK IS A STANDARD BRONZE DISK OF THE IDAHO
 NU1526'DEPARTMENT OF PUBLIC WORKS SET IN THE TOP OF A PRECAST CONCRETE
 NU1526'POST WHICH PROJECTS 4 INCHES AND IS 0.9 MILES SOUTHEAST ALONG
 NU1526'U.S. HIGHWAY 30 N FROM THE PORT OF ENTRY STATION, 60 FEET
 NU1526'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTHWEST
 NU1526'OF THE NORTHWEST GATE POST LEADING INTO A CULTIVATED FIELD
 NU1526'AND SET IN THE FENCE LINE.  THE MARK IS STAMPED CHECK AZI 1960.
 NU1526
 NU1526                          STATION RECOVERY (1993)
 NU1526
 NU1526'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NU1526'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1300 ***********************************************************************
 QB1300  DESIGNATION -  CHERRY
 QB1300  PID         -  QB1300
 QB1300  STATE/COUNTY-  ID/WASHINGTON
 QB1300  USGS QUAD   -  WEISER COVE (1952)
 QB1300
 QB1300                         *CURRENT SURVEY CONTROL
 QB1300  ___________________________________________________________________
 QB1300* NAD 83(1992)-  44 10 04.18494(N)    116 50 55.32764(W)     ADJUSTED  
 QB1300* NAVD 88     -       839.6    (meters)    2755.     (feet)  VERTCON   
 QB1300  ___________________________________________________________________
 QB1300  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 QB1300  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 QB1300
 QB1300  HORZ ORDER  -  SECOND
 QB1300
 QB1300.The horizontal coordinates were established by classical geodetic methods
 QB1300.and adjusted by the National Geodetic Survey in July 1992..
 QB1300
 QB1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1300
 QB1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1300
 QB1300.The geoid height was determined by GEOID03.
 QB1300
 QB1300;                    North         East     Units Scale Factor Converg.
 QB1300;SPC ID W     -   278,425.509   712,131.762   MT  1.00002826   -0 45 56.1
 QB1300;SPC OR S     -   284,217.621 1,791,951.135   MT  1.00004699   +2 29 52.9
 QB1300;SPC OR S     -   932,472.51  5,879,104.77   iFT  1.00004699   +2 29 52.9
 QB1300;UTM  11      - 4,890,524.657   512,095.928   MT  0.99960180   +0 06 19.5
 QB1300
 QB1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1300!SPC ID W     -   0.99987108  x   1.00002826  =   0.99989933
 QB1300!SPC OR S     -   0.99987108  x   1.00004699  =   0.99991806
 QB1300!UTM  11      -   0.99987108  x   0.99960180  =   0.99947293
 QB1300
 QB1300|---------------------------------------------------------------------|
 QB1300| PID    Reference Object                     Distance      Geod. Az  |
 QB1300|                                                           dddmmss.s |
 QB1300| CD6120 CLOVER PP                                          00633     |
 QB1300| CD4431 CHERRY RM 3                          14.145 METERS 06404     |
 QB1300| CD4428 CHERRY AZ MK                                       1201623.1 |
 QB1300| CD4429 CHERRY RM 1                          10.880 METERS 15343     |
 QB1300| CD4430 CHERRY RM 2                          10.298 METERS 23738     |
 QB1300| QB1316 WEISER RADIO STATION KWEI MAST      APPROX.11.2 KM 3101954.3 |
 QB1300|---------------------------------------------------------------------|
 QB1300
 QB1300                          SUPERSEDED SURVEY CONTROL
 QB1300
 QB1300  NAD 83(1991)-  44 10 04.18513(N)    116 50 55.32772(W) AD(       ) 2
 QB1300  NAD 83(1986)-  44 10 04.18502(N)    116 50 55.32828(W) AD(       ) 2
 QB1300  NAD 27      -  44 10 04.58300(N)    116 50 51.75200(W) AD(       ) 2
 QB1300  NGVD 29 (07/19/86)  838.6    (m)         2751.     (f) VERT ANG       
 QB1300
 QB1300.Superseded values are not recommended for survey control.
 QB1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1300.See file dsdata.txt to determine how the superseded data were derived.
 QB1300
 QB1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1209690525(NAD 83)
 QB1300_MARKER: DS = TRIANGULATION STATION DISK
 QB1300_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QB1300+WITH SETTING: INFORMATION.
 QB1300_STAMPING: CHERRY 1945
 QB1300_MARK LOGO: CGS   
 QB1300_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB1300
 QB1300  HISTORY     - Date     Condition        Report By
 QB1300  HISTORY     - 1945     MONUMENTED       CGS
 QB1300  HISTORY     - 1950     GOOD             USGS
 QB1300  HISTORY     - 19810902 GOOD             NGS
 QB1300
 QB1300                          STATION DESCRIPTION
 QB1300
 QB1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1300'STATION IS ABOUT 8 MILES SE OF WEISER, ABOUT 8 MILES NE OF
 QB1300'PAYETTE, ON A HIGH RIDGE ALONG THE N SLOPES OF CHERRY GULCH.
 QB1300'IT IS SITUATED ON THE N SLOPE OF A GRASSY ROUNDED KNOLL OF
 QB1300'THE RIDGE, 75 YARDS N OF THE HIGHEST POINT OF THE KNOLL.
 QB1300'
 QB1300'STATION MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 QB1300'IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS STAMPED CHERRY 1945.
 QB1300'
 QB1300'REFERENCE MARK 1 IS A BRONZE DISK BRAZED TO THE TOP OF A
 QB1300'3-INCH IRON PIPE WHICH PROJECTS 4 INCHES.  IT IS SET ON THE
 QB1300'SE SHOULDER OF THE KNOLL AND IS 6 INCHES HIGHER IN ELEVATION
 QB1300'THAN STATION MARK.  IT IS STAMPED CHERRY NO 1 1945.
 QB1300'
 QB1300'REFERENCE MARK 2 IS A BRONZE AZIMUTH DISK WITH AN ARROW
 QB1300'POINTING TOWARD THE STATION.  IT IS BRAZED TO THE TOP OF A
 QB1300'3-INCH IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS STAMPED R.M. NO
 QB1300'2 CHERRY 1945 AND IS AT ABOUT THE SAME ELEVATION AS THE STATION
 QB1300'MARK.
 QB1300'
 QB1300'AZIMUTH MARK IS A BRONZE AZIMUTH DISK BRAZED TO THE TOP OF
 QB1300'A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS 1.5 FEET
 QB1300'S OF A FENCE CORNERPOST, 3 FEET N OF A WHITE WOODEN WITNESS
 QB1300'POST, 12 FEET S OF THE CENTER LINE OF A TRACK ROAD, AND IS
 QB1300'STAMPED CHERRY 1945.
 QB1300'
 QB1300'TO REACH STATION FROM THE WASHINGTON HOTEL IN WEISER, GO
 QB1300'E ON U.S. HIGHWAY 30N (EAST MAIN STREET) FOR 0.5 MILE TO AN
 QB1300'OVERHEAD TRAFFIC SIGNAL AND WHERE THE HIGHWAY TURNS RIGHT
 QB1300'(S).  TURN RIGHT AND FOLLOW THE HIGHWAY S FOR 6.0 MILES TO
 QB1300'A GRAVELED ROAD LEADING LEFT (E) AT CRYSTAL SIDING.  TURN
 QB1300'LEFT AND GO 0.7 MILE TO A ROAD LEADING RIGHT (S).  TURN RIGHT
 QB1300'AND GO 0.2 MILE TO A TRACK ROAD LEADING LEFT (E) UP CHERRY
 QB1300'GULCH.  TURN LEFT AND FOLLOW THE TRACK ROAD E AND S FOR 0.9 MILE
 QB1300'TO A ROAD LEADING RIGHT TO A RANCH HOUSE.  CONTINUE STRAIGHT
 QB1300'AHEAD ON THE TRACK ROAD FOR 0.2 MILE TO A SHACK ON THE
 QB1300'LEFT AT A WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON
 QB1300'TRACK ROAD SE FOR 0.7 MILE TO A FORK IN THE ROAD.  AT
 QB1300'THIS POINT THE LEFT FORK LEADS TO THE STATION AND THE
 QB1300'RIGHT FORK LEADS TO THE AZIMUTH MARK (0.5 MILE AHEAD ON
 QB1300'THE TRACK ROAD AT FENCE CORNER).  TO CONTINUE TO THE
 QB1300'STATION, TAKE THE LEFT FORK THAT LEADS UP A DRAW TO THE N
 QB1300'AND GO 0.5 MILE TO THE SUMMIT OF A RIDGE AND TURN LEFT (W)
 QB1300'ALONG A FIREBREAK.  FOLLOW THE FIREBREAK W FOR 0.2 MILE TO
 QB1300'WHERE IT INTERSECTS A N-S FIREBREAK.  TURN LEFT (S) AND GO
 QB1300'200 YARDS TO THE SUMMIT OF A GRASSY KNOLL AND STATION.
 QB1300
 QB1300                          STATION RECOVERY (1950)
 QB1300
 QB1300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QB1300'NOTE BY USGS, 1950--STATION WAS FOUND AS DESCRIBED WITH THE FOLLOWING
 QB1300'EXCEPTION - THE PIPE TO WHICH REFERENCE MARK NO. 2 IS BRAZED IS BROKEN
 QB1300'A FEW INCHES BELOW GROUND, IS STILL IN PLACE BUT LOOSE.
 QB1300'
 QB1300'STATION MARK--A BRONZE DISK BRAZED TO THE TOP OF A 3 IN. IRON PIPE
 QB1300'WHICH PROJECTS 6 IN.  IT IS STAMPED---CHERRY 1945---.
 QB1300
 QB1300                          STATION RECOVERY (1981)
 QB1300
 QB1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 QB1300'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 QB1300'REFERENCE MARK 3 WAS FOUND OUT OF THE GROUND.  THE AZIMUTH MARK HAD
 QB1300'PROBABLY BEEN TAKEN OUT OF THE GROUND AND THEN PUT BACK IN AS THE
 QB1300'ANGLE DIFFERED BY 12 FT.  (3.7 M) REFERENCE MARK 4 WAS ESTABLISHED AT
 QB1300'THIS TIME.  THE AZIMUTH MARK WAS RESTAMPED AT THIS TIME.  THE
 QB1300'HORIZONTAL SEA LEVEL DISTANCE TO THE AZIMUTH MARK WAS COMPUTED TO BE
 QB1300'1113.621 METERS (3653.605 FT).
 QB1300' 
 QB1300'THE STATION IS LOCATED ABOUT 12.8 KM (7.95 MI) SE OF WEISER, 12.9 KM
 QB1300'(8.00 MI) NE OF PAYETTE ON A RIDGE ALONG THE NORTH SLOPE OF CHERRY
 QB1300'GULCH AND ON PROPERTY OWNED BY BOB DANIELS OF ROUTE 3 BOX 215 WEISER
 QB1300'IDAHO.  TO REACH THE STATION FROM THE INTERSECTION OF U.S 95 AND US 95
 QB1300'BUSINESS AT NE SELTON OF PAYETTE GO N ON US 95 FOR 10.4 KM, (6.45 MI)
 QB1300'TURN RIGHT ON CAHILL RD AND GO 1.1 KM (0.70 MI) TO A T JUNCTION, TURN
 QB1300'RIGHT ON HILL RD AND GO 0.40 KM (0.25 MI) TO CHERRY GULCH, TURN LEFT
 QB1300'ON CHERRY GULCH AND GO 1.0 KM (0.60 MI) TO PROPERTY OWNERS HOUSE ON
 QB1300'THE RIGHT, CONTINUE ON DIRT ROAD 1.0 KM (0.60 MI) TO A DIRT FORK, TAKE
 QB1300'LEFT FORK AND GO 0.64 KM (0.40 MI) TO A FIELD ROAD ON LEFT, TURN LEFT
 QB1300'ON FIELD ROAD AND GO UP DRAW 0.5 KM (0.30 MI) TO THE EDGE IF A
 QB1300'CULTIVATED FIELD AND END OF TRUCK TRAVEL.  PACK SW UP HILL TO HIGHEST
 QB1300'PART AND STATION.  ABOUT A 10 MINUTE PACK.
 QB1300' 
 QB1300'THE STATION IS A STANDARD USCGS DISK STAMPED---CHERRY 1945---, SET
 QB1300'INTO THE TOP OF A METAL PIPE, 6 CM IN DIAMETER, PROJECTING 15 CM ABOVE
 QB1300'THE GROUND.  THE STATION IS LOCATED 12.0 METERS (39.4 FT) N FROM THE S
 QB1300'END OF AN UNPLOWED AREA, 2.0 METERS (6.6 FT) S FROM THE N END OF AN
 QB1300'UNPLOWED AREA, 1.35 METERS (4.43 FT) E FROM A METAL WITNESS POST.
 QB1300'REFERENCE MARK NO 1, IS A STANDARD USCGS DISK STAMPED---CHERRY NO 1
 QB1300'1945---, SET INTO THE TOP OF A METAL PIPE, 6 CM IN DIAMETER,
 QB1300'PROJECTING 15 CM ABOVE THE GROUND.  THE STATION IS LOCATED 10.08
 QB1300'METERS (33.07 FT) S FROM A METAL WITNESS POST, 1.0 METERS (3.3 FT) N
 QB1300'FROM THE S END OF UNPLOWED AREA, AND 0.4 METERS (1.3 FT) HIGHER THAN
 QB1300'THE STATION.  REEFERENCE MARK NO 4, IS A STANDARD NGS DISK
 QB1300'STAMPED---CHERRY 1945 NO 4 1981---, SET INTO THE TOP OF A METAL PIPE,
 QB1300'6 CM IN DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS
 QB1300'LOCATED 3.5 METERS (11.5 FT) SW FROM AN UNPLOWED AREA, 2.53 METERS
 QB1300'(8.30 FT) W FROM A METAL WITNESS POST, AND 0.2 METERS (0.7 FT) LOWER
 QB1300'THAN THE STATION.  AZIMUTH MARK NO 1, IS A STANDARD USCGS, DISK
 QB1300'STAMPED---CHERRY 1945 NO 2 1981---, SET INTO THE TOP OF A METAL PIPE,
 QB1300'6 CM IN DIAMETER, PROJECTING 15 CM ABOVE THE GROUND.  THE STATION IS
 QB1300'LOCATED 25.0 METERS (82.0 FT) S FROM A RISE IN THE ROAD, 2.6 METERS
 QB1300'(8.5 FT) W FROM THE CENTERLINE OF DIRT ROAD, 0.3 METERS (1.0 FT) NE
 QB1300'FROM A METAL WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE END OF
 QB1300'TRUCK TRAVEL TO STATION GO BACK, SOUTH DOWN HILL 0.56 KM (0.35 MI) TO
 QB1300'T JUNCTION, TURN LEFT ON DIRT ROAD AND GO 0.8 KM (0.50 MI) TO THE MARK
 QB1300'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1867 ***********************************************************************
 RZ1867  DESIGNATION -  CHERRY
 RZ1867  PID         -  RZ1867
 RZ1867  STATE/COUNTY-  ID/NEZ PERCE
 RZ1867  USGS QUAD   -  JULIAETTA (1990)
 RZ1867
 RZ1867                         *CURRENT SURVEY CONTROL
 RZ1867  ___________________________________________________________________
 RZ1867* NAD 83(1992)-  46 32 01.71669(N)    116 39 59.67596(W)     ADJUSTED  
 RZ1867* NAVD 88     -       514.2    (meters)    1687.     (feet)  VERTCON   
 RZ1867  ___________________________________________________________________
 RZ1867  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 RZ1867  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 RZ1867
 RZ1867  HORZ ORDER  -  THIRD
 RZ1867
 RZ1867.The horizontal coordinates were established by classical geodetic methods
 RZ1867.and adjusted by the National Geodetic Survey in July 1992..
 RZ1867
 RZ1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1867
 RZ1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1867
 RZ1867.The geoid height was determined by GEOID03.
 RZ1867
 RZ1867;                    North         East     Units Scale Factor Converg.
 RZ1867;SPC ID W     -   541,181.019   729,689.667   MT  0.99999408   -0 39 54.9
 RZ1867;UTM  11      - 5,153,414.242   525,568.332   MT  0.99960804   +0 14 31.2
 RZ1867
 RZ1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1867!SPC ID W     -   0.99992220  x   0.99999408  =   0.99991629
 RZ1867!UTM  11      -   0.99992220  x   0.99960804  =   0.99953028
 RZ1867
 RZ1867:                Primary Azimuth Mark                     Grid Az
 RZ1867:SPC ID W     -  G 363                                    162 54 59.1
 RZ1867:UTM  11      -  G 363                                    162 00 33.0
 RZ1867
 RZ1867|---------------------------------------------------------------------|
 RZ1867| PID    Reference Object                     Distance      Geod. Az  |
 RZ1867|                                                           dddmmss.s |
 RZ1867| CH7097 G 363                                              1621504.2 |
 RZ1867| CH7098 CHERRY RM 1                          13.039 METERS 16349     |
 RZ1867| CH7099 CHERRY RM 2                          15.441 METERS 28903     |
 RZ1867|---------------------------------------------------------------------|
 RZ1867
 RZ1867                          SUPERSEDED SURVEY CONTROL
 RZ1867
 RZ1867  NAD 83(1986)-  46 32 01.72223(N)    116 39 59.67129(W) AD(       ) 3
 RZ1867  NAD 27      -  46 32 02.11400(N)    116 39 56.12780(W) AD(       ) 3
 RZ1867  NGVD 29 (07/19/86)  513.2    (m)         1684.     (f) VERT ANG       
 RZ1867
 RZ1867.Superseded values are not recommended for survey control.
 RZ1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1867.See file dsdata.txt to determine how the superseded data were derived.
 RZ1867
 RZ1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM2556853414(NAD 83)
 RZ1867_MARKER: Z = SEE DESCRIPTION
 RZ1867_SETTING: 0 = UNSPECIFIED SETTING
 RZ1867
 RZ1867  HISTORY     - Date     Condition        Report By
 RZ1867  HISTORY     - 1959     MONUMENTED       CGS
 RZ1867  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RZ1867
 RZ1867                          STATION DESCRIPTION
 RZ1867
 RZ1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1867'THE STATION IS ON THE SOUTH END OF A NORTH-SOUTH RIDGE, ABOUT
 RZ1867'7-1/4 MILES EAST AND 6 MILES NORTH OF THE JUNCTION OF U.S.
 RZ1867'HIGHWAY 95 AND STATE HIGHWAY 9 AT SPALDING, 5-1/2 MILES WEST
 RZ1867'AND 2 MILES NORTH OF LENORE, 1-1/2 MILES NORTH OF THE CLEARWATER
 RZ1867'RIVER AND IN THE SOUTHEAST 1/4 OF SECTION 23, T 37 N, R 3 W.
 RZ1867'
 RZ1867'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER
 RZ1867'THE CLEARWATER RIVER AT CHERRY LANE (ABOUT 6-1/4 MILES AIRLINE
 RZ1867'WEST OF LENORE), GO EAST FOR 1.0 MILE TO A FORK, TAKE THE
 RZ1867'LEFT ROAD AND GO NORTHERLY FOR 0.5 MILE TO A PICKET FENCE
 RZ1867'AND A TRACK ROAD ON THE RIGHT, TURN SHARP RIGHT, THEN LEFT
 RZ1867'AND FOLLOW TRACK ROAD NORTHEASTERLY FOR 0.2 MILE TO A GATE,
 RZ1867'PASS THROUGH THE GATE AND CONTINUE 0.2 MILE TO A GATE, PASS
 RZ1867'THROUGH THE GATE AND CONTINUE 0.1 MILE TO AN OPENING IN A
 RZ1867'FENCE LEADING INTO A CULTIVATED FIELD, TURN RIGHT AND GO
 RZ1867'ALONG WEST SIDE OF FENCE FOR 0.2 MILE TO THE END OF THE
 RZ1867'FIELD, BEAR LEFT AND GO NORTHWEST FOR 0.15 MILE TO THE TOP
 RZ1867'OF RIDGE AND THE STATION.
 RZ1867'
 RZ1867'THE STATION MARK IS A STANDARD DISK, STAMPED CHERRY 1959,
 RZ1867'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 4
 RZ1867'INCHES.  IT IS 492 FEET SOUTHWEST OF THE SOUTH ONE OF TWO
 RZ1867'POWER LINE POLES, 333 FEET SOUTHEAST OF THE SOUTH ONE OF TWO
 RZ1867'POWER LINE POLES (ON THE HIGHEST POINT OF RIDGE) AND 157
 RZ1867'FEET SOUTH-SOUTHWEST OF A T-FENCE CORNER.
 RZ1867'
 RZ1867'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHERRY NO 1 1959,
 RZ1867'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 6
 RZ1867'INCHES.  IT IS 194 FEET SOUTH-SOUTHWEST OF THE T-FENCE CORNER.
 RZ1867'
 RZ1867'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHERRY NO 2 1959,
 RZ1867'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 8
 RZ1867'INCHES.  IT IS 166 FEET SOUTHWEST OF THE T-FENCE CORNER AND
 RZ1867'127 FEET SOUTH OF A FENCE.
 RZ1867'
 RZ1867'G-363 (USE) IS A U.S. CORPS OF ENGINEERS BENCH MARK DISK,
 RZ1867'STAMPED G-363 1959, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 RZ1867'2 X 4 FOOT BOULDER WHICH IS ON A VERY STEEP BANK ABOUT 20
 RZ1867'FEET HIGHER THAN THE ROAD SURFACE.  IT IS 42 FEET (SLOPE DISTANCE)
 RZ1867'SOUTH OF THE CENTER OF STATE HIGHWAY 9 AND 7 FEET SOUTHEAST
 RZ1867'OF A 2 X 2 INCH WHITE WITNESS POST.
 RZ1867'
 RZ1867'TO REACH THE AZIMUTH MARK FROM THE SOUTH END OF THE BRIDGE
 RZ1867'AT CHERRY LANE, GO EAST ON STATE HIGHWAY 9 FOR 1.05 MILES TO
 RZ1867'THE MARK ON THE RIGHT.
 RZ1867
 RZ1867                          STATION RECOVERY (1970)
 RZ1867
 RZ1867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BPA)
 RZ1867'REACHED BY HELICOPTER.  STATION PROPER FOUND IN GOOD CONDITION.
 RZ1867'DID NOT SEARCH FOR R.M.S AND AZIMUTH MARK.  1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0856 ***********************************************************************
 OZ0856  DESIGNATION -  CHERRY
 OZ0856  PID         -  OZ0856
 OZ0856  STATE/COUNTY-  ID/CAMAS
 OZ0856  USGS QUAD   -  CANNONBALL MOUNTAIN (1986)
 OZ0856
 OZ0856                         *CURRENT SURVEY CONTROL
 OZ0856  ___________________________________________________________________
 OZ0856* NAD 83(1992)-  43 27 27.62842(N)    114 38 45.45627(W)     ADJUSTED  
 OZ0856* NAVD 88     -      2360.4    (meters)    7744.     (feet)  VERTCON   
 OZ0856  ___________________________________________________________________
 OZ0856  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 OZ0856  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 OZ0856
 OZ0856  HORZ ORDER  -  THIRD
 OZ0856
 OZ0856.The horizontal coordinates were established by classical geodetic methods
 OZ0856.and adjusted by the National Geodetic Survey in July 1992..
 OZ0856
 OZ0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0856
 OZ0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0856
 OZ0856.The geoid height was determined by GEOID03.
 OZ0856
 OZ0856;                    North         East     Units Scale Factor Converg.
 OZ0856;SPC ID C     -   199,144.940   447,723.105   MT  0.99998097   -0 26 39.5
 OZ0856;UTM  11      - 4,814,332.568   690,446.633   MT  1.00004616   +1 37 10.7
 OZ0856
 OZ0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0856!SPC ID C     -   0.99963210  x   0.99998097  =   0.99961307
 OZ0856!UTM  11      -   0.99963210  x   1.00004616  =   0.99967824
 OZ0856
 OZ0856:                Primary Azimuth Mark                     Grid Az
 OZ0856:SPC ID C     -  FAIR                                     203 12 19.8
 OZ0856:UTM  11      -  FAIR                                     201 08 29.6
 OZ0856
 OZ0856|---------------------------------------------------------------------|
 OZ0856| PID    Reference Object                     Distance      Geod. Az  |
 OZ0856|                                                           dddmmss.s |
 OZ0856| OZ0864 FAIR                                APPROX.13.9 KM 2024540.3 |
 OZ0856|---------------------------------------------------------------------|
 OZ0856
 OZ0856                          SUPERSEDED SURVEY CONTROL
 OZ0856
 OZ0856  NAD 83(1986)-  43 27 27.62637(N)    114 38 45.45223(W) AD(       ) 3
 OZ0856  NGVD 29 (01/23/89) 2359.2    (m)         7740.     (f) VERT ANG       
 OZ0856
 OZ0856.Superseded values are not recommended for survey control.
 OZ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0856.See file dsdata.txt to determine how the superseded data were derived.
 OZ0856
 OZ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ9044714333(NAD 83)
 OZ0856_MARKER: DD = SURVEY DISK
 OZ0856_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0856_SP_SET: SET IN ROCK OUTCROP
 OZ0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0856+STABILITY: POSITION/ELEVATION WELL
 OZ0856
 OZ0856  HISTORY     - Date     Condition        Report By
 OZ0856  HISTORY     - 1956     MONUMENTED       USGS
 OZ0856
 OZ0856                          STATION DESCRIPTION
 OZ0856
 OZ0856'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ0856'LOCATED ABOUT 11.5 MI. NE. OF FAIRFIELD, ON A HIGH ROCKY POINT.
 OZ0856'
 OZ0856'TO REACH FROM FAIRFIELD POST OFFICE, DRIVE N. FOR 1.8 MI. TO
 OZ0856'CROSSROADS, TURN RIGHT 11.4 MI. TO T-RD. FORK AND SIGN --WILLOW
 OZ0856'CREEK--, TURN LEFT 5.7 MI. TO RD. FORKS, TAKE LEFT FORK 2.2 MI. TO
 OZ0856'FENCE CORNER AND GATE ON LEFT, TURN LEFT THROUGH GATE FOR 0.2 MI. TO
 OZ0856'WILLOW CREEK.  LEAVE TRUCK AND CROSS CREEK AND WALK DUE W. UP RIDGE TO
 OZ0856'HIGHEST POINT AND STATION.  A 2 AND 3/4-HOUR PACK.
 OZ0856'
 OZ0856'STATION MARK--STANDARD TABLET STAMPED---CHERRY 1956---, CEMENTED IN
 OZ0856'ROCK.
 OZ0856'
 OZ0856'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---1
 OZ0856'CHERRY 1956---, CEMENTED IN ROCK, 16.21 FT. FROM STATION MARK,
 OZ0856'N 32 DEG 06 MIN W.
 OZ0856'
 OZ0856'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---2
 OZ0856'CHERRY 1956---, CEMENTED IN ROCK, 9.75 FT. FROM STATION MARK,
 OZ0856'N 14 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1371 ***********************************************************************
 QB1371  DESIGNATION -  CHERRY SPRING
 QB1371  PID         -  QB1371
 QB1371  STATE/COUNTY-  ID/WASHINGTON
 QB1371  USGS QUAD   -  OLA (1970)
 QB1371
 QB1371                         *CURRENT SURVEY CONTROL
 QB1371  ___________________________________________________________________
 QB1371* NAD 83(1992)-  44 12 10.79627(N)    116 21 19.33587(W)     ADJUSTED  
 QB1371* NAVD 88     -      1645.8    (meters)    5400.     (feet)  VERTCON   
 QB1371  ___________________________________________________________________
 QB1371  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 QB1371  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 QB1371
 QB1371  HORZ ORDER  -  THIRD
 QB1371
 QB1371.The horizontal coordinates were established by classical geodetic methods
 QB1371.and adjusted by the National Geodetic Survey in July 1992..
 QB1371
 QB1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1371
 QB1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1371
 QB1371.The geoid height was determined by GEOID03.
 QB1371
 QB1371;                    North         East     Units Scale Factor Converg.
 QB1371;SPC ID W     -   281,924.346   751,614.545   MT  0.99996212   -0 25 19.5
 QB1371;UTM  11      - 4,894,621.906   551,506.043   MT  0.99963263   +0 26 58.0
 QB1371
 QB1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1371!SPC ID W     -   0.99974452  x   0.99996212  =   0.99970665
 QB1371!UTM  11      -   0.99974452  x   0.99963263  =   0.99937725
 QB1371
 QB1371                          SUPERSEDED SURVEY CONTROL
 QB1371
 QB1371  NAD 83(1986)-  44 12 10.80190(N)    116 21 19.33680(W) AD(       ) 3
 QB1371  NGVD 29 (09/17/91) 1644.7    (m)         5396.     (f) VERT ANG       
 QB1371
 QB1371.Superseded values are not recommended for survey control.
 QB1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1371.See file dsdata.txt to determine how the superseded data were derived.
 QB1371
 QB1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5150694622(NAD 83)
 QB1371_MARKER: DS = TRIANGULATION STATION DISK
 QB1371_SETTING: 66 = SET IN ROCK OUTCROP
 QB1371_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QB1371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1371+STABILITY: POSITION/ELEVATION WELL
 QB1371
 QB1371  HISTORY     - Date     Condition        Report By
 QB1371  HISTORY     - 1952     MONUMENTED       USGS
 QB1371  HISTORY     - 1970     GOOD             USGS
 QB1371
 QB1371                          STATION DESCRIPTION
 QB1371
 QB1371'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QB1371'LOCATED ABOUT 16.0 MI. N. OF SWEET AND ABOUT 3.5 MI. WNW. OF OLA, ON
 QB1371'A HIGH N-S. RIDGE.
 QB1371'
 QB1371'TO REACH FROM JUNCTION OF STATE HIGHWAYS 16 AND 52 IN EMMETT, DRIVE
 QB1371'N. 2.2 MI., CONTINUE STRAIGHT AHEAD OFF PAVEMENT 0.9 MI., TAKE RIGHT
 QB1371'FORK ACROSS IRRIGATION DITCH 3.3 MI. TO FORKS, TAKE LEFT FORK 8.7 MI.
 QB1371'TO FORKS, TAKE RIGHT FORK 6.2 MI. TO FORKS, TAKE LEFT FORK 5.3 MI.,
 QB1371'TURN OFF RD. TO E. AND PICK WAY UP SPUR RIDGE 3.5 MI. TO STATION.
 QB1371'
 QB1371'STATION MARK--STANDARD USGS BRONZE TABLET STAMPED---CHERRY SPR
 QB1371'1952---, CEMENTED IN DRILL HOLE IN SURFACE ROCK PROJECTING 0.1 FT.
 QB1371'
 QB1371'REFERENCE MARK NO. 1--STANDARD USGS BRONZE REFERENCE MARK TABLET
 QB1371'STAMPED---REFERENCE MARK NO 1 1952---, CEMENTED IN DRILL HOLE IN
 QB1371'SURFACE ROCK, 29.30 FT. FROM STATION MARK 50 DEGREES 22 MINUTES SW.
 QB1371'
 QB1371'REFERENCE MARK NO. 2--STANDARD USGS BRONZE REFERENCE MARK TABLET
 QB1371'STAMPED---REFERENCE MARK NO 2 1952---, CEMENTED IN DRILL HOLE IN
 QB1371'SURFACE ROCK, 35.39 FT. FROM STATION MARK 32 DEGREES 27 MINUTES SE.
 QB1371'
 QB1371'STATION RECOVERED BY USGS IN 1970.
 QB1371
 QB1371                          STATION RECOVERY (1970)
 QB1371
 QB1371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QB1371'LOCATED ABOUT 16.0 MI. N. OF SWEET AND ABOUT 3.5 MI. WNW. OF OLA, ON
 QB1371'A HIGH N.-S. RIDGE.
 QB1371'
 QB1371'TO REACH FROM JUNCTION OF STATE HIGHWAYS 16 AND 52 IN EMMETT, DRIVE
 QB1371'N. 2.2 MI., CONTINUE STRAIGHT AHEAD OFF PAVEMENT 0.9 MI., TAKE RIGHT
 QB1371'FORK ACROSS IRRIGATION DITCH 3.3 MI. TO FORKS, TAKE LEFT FORK 8.7 MI.
 QB1371'TO FORKS, TAKE RIGHT FORK 6.2 MI. TO FORKS, TAKE LEFT FORK 5.3 MI.,
 QB1371'TURN OFF RD. TO E. AND PICK WAY UP SPUR RIDGE 3.5 MI. TO STATION.
 QB1371'
 QB1371'STATION MARK--STANDARD USGS BRONZE TABLET STAMPED---CHERRY SPR
 QB1371'1952--- CEMENTED IN DRILL HOLE IN SURFACE ROCK PROJECTING 0.1 FT.
 QB1371'
 QB1371'REFERENCE MARK NO. 1--STANDARD USGS BRONZE REFERENCE MARK TABLET
 QB1371'STAMPED ---REFERENCE MARK NO 1 1952--- CEMENTED IN DRILL HOLE IN
 QB1371'SURFACE ROCK, 29.30 FT. FROM STATION MARK 50 DEGREES
 QB1371'36 MINUTES SE.
 QB1371'
 QB1371'REFERENCE MARK NO. 2--STANDARD USGS BRONZE REFERENCE MARK TABLET
 QB1371'STAMPED ---REFERENCE MARK NO 2 1952--- CEMENTED IN DRILL HOLE IN
 QB1371'SURFACE ROCK, 35.39 FT. FROM STATION MARK 32 DEGREES
 QB1371'31 MINUTES SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0452 ***********************************************************************
 OX0452  DESIGNATION -  CHESTER
 OX0452  PID         -  OX0452
 OX0452  STATE/COUNTY-  ID/FREMONT
 OX0452  USGS QUAD   -  NEWDALE (1979)
 OX0452
 OX0452                         *CURRENT SURVEY CONTROL
 OX0452  ___________________________________________________________________
 OX0452* NAD 83(1992)-  43 59 52.03296(N)    111 32 10.66207(W)     ADJUSTED  
 OX0452* NAVD 88     -      1572.037  (meters)    5157.59   (feet)  POSTED    
 OX0452  ___________________________________________________________________
 OX0452  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 OX0452  GEOID HEIGHT-         -10.62  (meters)                     GEOID03
 OX0452  DYNAMIC HT  -        1571.220 (meters)    5154.91  (feet)  COMP
 OX0452  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 OX0452
 OX0452  HORZ ORDER  -  FIRST
 OX0452  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OX0452
 OX0452.The horizontal coordinates were established by classical geodetic methods
 OX0452.and adjusted by the National Geodetic Survey in July 1992..
 OX0452
 OX0452.The orthometric height was determined by differential leveling
 OX0452.and adjusted by the National Geodetic Survey in 1992..
 OX0452.No vertical observational check was made to the station.
 OX0452.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OX0452.was located on a no-check spur therefore a value was not computed.
 OX0452
 OX0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0452
 OX0452.The geoid height was determined by GEOID03.
 OX0452
 OX0452.The dynamic height is computed by dividing the NAVD 88
 OX0452.geopotential number by the normal gravity value computed on the
 OX0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0452.degrees latitude (g = 980.6199 gals.).
 OX0452
 OX0452.The modeled gravity was interpolated from observed gravity values.
 OX0452
 OX0452;                    North         East     Units Scale Factor Converg.
 OX0452;SPC ID E     -   259,142.510   250,558.966   MT  0.99997880   +0 26 16.4
 OX0452;UTM  12      - 4,871,766.827   457,001.403   MT  0.99962274   -0 22 21.1
 OX0452
 OX0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0452!SPC ID E     -   0.99975522  x   0.99997880  =   0.99973403
 OX0452!UTM  12      -   0.99975522  x   0.99962274  =   0.99937805
 OX0452
 OX0452:                Primary Azimuth Mark                     Grid Az
 OX0452:SPC ID E     -  CHESTER AZ MK                            099 06 10.5
 OX0452:UTM  12      -  CHESTER AZ MK                            099 54 48.0
 OX0452
 OX0452|---------------------------------------------------------------------|
 OX0452| PID    Reference Object                     Distance      Geod. Az  |
 OX0452|                                                           dddmmss.s |
 OX0452| CN4116 CHESTER AZ MK                                      0993226.9 |
 OX0452| OX0453 CHESTER RM 1                         11.630 METERS 21614     |
 OX0452| OX0451 CHESTER RM 2                         12.500 METERS 30835     |
 OX0452|---------------------------------------------------------------------|
 OX0452
 OX0452                          SUPERSEDED SURVEY CONTROL
 OX0452
 OX0452  NAD 83(1986)-  43 59 52.03078(N)    111 32 10.64312(W) AD(       ) 1
 OX0452  NAD 27      -  43 59 52.34200(N)    111 32 07.79700(W) AD(       ) 1
 OX0452  NGVD 29 (??/??/92) 1570.962  (m)         5154.06   (f) ADJ UNCH    1 2
 OX0452
 OX0452.Superseded values are not recommended for survey control.
 OX0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0452.See file dsdata.txt to determine how the superseded data were derived.
 OX0452
 OX0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP5700171767(NAD 83)
 OX0452_MARKER: DS = TRIANGULATION STATION DISK
 OX0452_SETTING: 66 = SET IN ROCK OUTCROP
 OX0452_SP_SET: ROCK OUTCROP
 OX0452_STAMPING: CHESTER 1946
 OX0452_MARK LOGO: CGS   
 OX0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0452+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 OX0452
 OX0452  HISTORY     - Date     Condition        Report By
 OX0452  HISTORY     - 1946     MONUMENTED       CGS
 OX0452  HISTORY     - 1960     GOOD             NGS
 OX0452  HISTORY     - 1964     SEE DESCRIPTION  USGS
 OX0452  HISTORY     - 1983     GOOD             NGS
 OX0452  HISTORY     - 19990601 GOOD             IDTD
 OX0452
 OX0452                          STATION DESCRIPTION
 OX0452
 OX0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0452'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF ST ANTHONY, 6.5
 OX0452'MILES SOUTH OF ASHTON, AND 2.0 MILES EAST OF CHESTER ON A LOW
 OX0452'ROCKY HILL.  IT IS A STANDARD DISK STAMPED CHESTER 1946, SET
 OX0452'IN OUT CROPPING BEDROCK FLUSH WITH THE GROUND.  THE MARK IS
 OX0452'25 FEET WEST OF THE EDGE OF THE FIELD, 13 FEET NORTH OF A
 OX0452'WHITE REFERENCE POST AND ON THE HIGHEST PART OF THE HILL.
 OX0452'
 OX0452'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED CHESTER NO 1 1946,
 OX0452'SET IN OUT CROPPING BED ROCK FLUSH WITH THE GROUND.  IT IS 50
 OX0452'FEET WEST OF THE EDGE OF THE FIELD, AND ABOUT 1-1/2 FEET
 OX0452'HIGHER THAN THE STATION.
 OX0452'
 OX0452'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED CHESTER NO
 OX0452'2 1946, SET IN OUT CROPPING BED ROCK ABOUT 6 INCHES ABOVE THE
 OX0452'GROUND.  IT IS 25 FEET EAST OF THE EDGE OF A FIELD, 8 FEET
 OX0452'SOUTH OF A LARGE BUSH, AND ABOUT 4 FEET LOWER THAN THE STATION.
 OX0452'
 OX0452'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHESTER 1946, SET
 OX0452'IN OUT CROPPING BED ROCK.  IT IS 10 FEET NORTH OF THE HIGHEST
 OX0452'PART OF THE HILL, 8 FEET EAST OF THE EDGE OF THE HILL, AND
 OX0452'4 FEET NORTHEAST OF A 2 BY 4 REFERENCE POST.
 OX0452'
 OX0452'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.8
 OX0452'MILE TO A ROAD TO THE LEFT AND A BRIDGE, CONTINUE ON THE
 OX0452'RIGHT HAND ROAD FOR 0.2 MILE TO A FORK, TAKE THE RIGHT FORK OVER
 OX0452'THE BRIDGE AND GO 0.1 MILE TO A WIRE GATE ON THE RIGHT, PASS
 OX0452'THROUGH THE GATE AND GO SOUTH FOR 0.1 MILE TO THE HIGHEST
 OX0452'PART OF THE HILL AND THE MARK AS DESCRIBED.
 OX0452'
 OX0452'TO REACH THE STATION FROM ST ANTHONY BY GOING NORTH ON U.S.
 OX0452'HIGHWAY 191 FOR 6.0 MILES TO THE GENERAL STORE IN CHESTER,
 OX0452'CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO A ROAD TO THE
 OX0452'RIGHT AT THE NORTH END OF A LARGE POTATO CELLAR.  TURN RIGHT
 OX0452'(EAST) AND GO 1.8 MILES TO BRIDGE OVER IRRIGATION DITCH, AND
 OX0452'JUST BEFORE REACHING A HOUSE ON THE LEFT SIDE OF THE ROAD.
 OX0452'TURN RIGHT INTO FIELD AND GO 0.1 PASSING LOG CABIN ON THE RIGHT
 OX0452'AND THE STATION TO THE WEST ABOUT 100 YARDS AS DESCRIBED
 OX0452'ABOVE.
 OX0452
 OX0452                          STATION RECOVERY (1960)
 OX0452
 OX0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 OX0452'7.85 MI NE FROM ST. ANTHONY.
 OX0452'6.25 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0452'AT ST. ANTHONY, THENCE 1.65 MILES EAST ALONG A GRAVEL ROAD, ON TOP OF
 OX0452'A SAGE BRUSH COVERED HILL DIRECTLY SOUTH OF THE CENTER OF A WOODEN
 OX0452'BRIDGE OVER AN IRRIGATION CANAL, 300 FEET SOUTH OF THE SOUTHEAST
 OX0452'CORNER OF THE BRIDGE, IN TOP OF A 2-BY 2-FOOT FLAT ROCK OUTCROP FLUSH
 OX0452'WITH THE GROUND, 310 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 182.8
 OX0452'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD LOG CABIN, 13.0 FEET
 OX0452'NORTH OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 OX0452
 OX0452                          STATION RECOVERY (1964)
 OX0452
 OX0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OX0452'STATION MARK--A STANDARD DISK STAMPED---CHESTER 1946---, SET IN
 OX0452'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 OX0452
 OX0452                          STATION RECOVERY (1983)
 OX0452
 OX0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0452'RECOVERED IN GOOD CONDITION.
 OX0452
 OX0452                          STATION RECOVERY (1999)
 OX0452
 OX0452'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OX0452'THE MARK IS 5.2 M NORTH OF A METAL GRAIN SILO AND 1.7 M WEST OF A
 OX0452'FENCE. THE AZIIMUTH WAS ALSO RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0367 ***********************************************************************
 NW0367  DESIGNATION -  CHESTER
 NW0367  PID         -  NW0367
 NW0367  STATE/COUNTY-  ID/OWYHEE
 NW0367  USGS QUAD   -  MOUNTAIN VIEW LAKE (1971)
 NW0367
 NW0367                         *CURRENT SURVEY CONTROL
 NW0367  ___________________________________________________________________
 NW0367* NAD 83(1992)-  42 06 36.69113(N)    116 07 45.55938(W)     ADJUSTED  
 NW0367* NAVD 88     -      1627.7    (meters)    5340.     (feet)  VERTCON   
 NW0367  ___________________________________________________________________
 NW0367  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 NW0367  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NW0367
 NW0367  HORZ ORDER  -  SECOND
 NW0367
 NW0367.The horizontal coordinates were established by classical geodetic methods
 NW0367.and adjusted by the National Geodetic Survey in July 1992..
 NW0367
 NW0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0367
 NW0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0367
 NW0367.The geoid height was determined by GEOID03.
 NW0367
 NW0367;                    North         East     Units Scale Factor Converg.
 NW0367;SPC ID W     -    49,329.202   768,629.225   MT  0.99994544   -0 15 15.7
 NW0367;SPC NV E     - 8,817,080.616   154,846.991   MT  0.99992508   -0 21 58.0
 NW0367;SPC NV E     -28,927,371.99    508,027.17   sFT  0.99992508   -0 21 58.0
 NW0367;UTM  11      - 4,662,377.599   571,983.224   MT  0.99966376   +0 35 01.9
 NW0367
 NW0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0367!SPC ID W     -   0.99974739  x   0.99994544  =   0.99969285
 NW0367!SPC NV E     -   0.99974739  x   0.99992508  =   0.99967249
 NW0367!UTM  11      -   0.99974739  x   0.99966376  =   0.99941124
 NW0367
 NW0367:                Primary Azimuth Mark                     Grid Az
 NW0367:SPC ID W     -  CHESTER AZ MK                            001 47 54.7
 NW0367:SPC NV E     -  CHESTER AZ MK                            001 54 37.0
 NW0367:UTM  11      -  CHESTER AZ MK                            000 57 37.1
 NW0367
 NW0367|---------------------------------------------------------------------|
 NW0367| PID    Reference Object                     Distance      Geod. Az  |
 NW0367|                                                           dddmmss.s |
 NW0367| CD4432 CHESTER AZ MK                                      0013239.0 |
 NW0367| CD4433 CHESTER RM 1                          6.045 METERS 14427     |
 NW0367| CD4434 CHESTER RM 2                          6.752 METERS 23953     |
 NW0367|---------------------------------------------------------------------|
 NW0367
 NW0367                          SUPERSEDED SURVEY CONTROL
 NW0367
 NW0367  NAD 83(1986)-  42 06 36.69152(N)    116 07 45.55881(W) AD(       ) 2
 NW0367  NAD 27      -  42 06 37.05200(N)    116 07 42.18900(W) AD(       ) 2
 NW0367  NGVD 29 (07/19/86) 1626.5    (m)         5336.     (f) VERT ANG       
 NW0367
 NW0367.Superseded values are not recommended for survey control.
 NW0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0367.See file dsdata.txt to determine how the superseded data were derived.
 NW0367
 NW0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG7198362378(NAD 83)
 NW0367_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0367_SETTING: 80 = SET IN A BOULDER
 NW0367_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0367
 NW0367  HISTORY     - Date     Condition        Report By
 NW0367  HISTORY     - 1956     MONUMENTED       CGS
 NW0367
 NW0367                          STATION DESCRIPTION
 NW0367
 NW0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0367'THE STATION IS ABOUT 12 MILES NORTH OF OWYHEE, NEVADA, ABOUT
 NW0367'7 MILES SOUTH OF RIDDLE, IDAHO, AND ON THE EAST SIDE OF STATE
 NW0367'HIGHWAY 51.
 NW0367'
 NW0367'TO REACH THE STATION FROM THE POST OFFICE IN OWYHEE, NEVADA,
 NW0367'GO NORTH ON NEVADA STATE HIGHWAY 11 FOR 4.2 MILES TO THE IDAHO
 NW0367'STATE LINE.  CONTINUE ON IDAHO STATE HIGHWAY 51, NORTH FOR
 NW0367'8 MILES TO THE STATION ON THE RIGHT, EAST SIDE OF THE HIGHWAY.
 NW0367'TO REACH THE AZIMUTH MARK CONTINUE NORTH ON THE HIGHWAY FOR 0.2
 NW0367'MILE TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF THE HIGHWAY.
 NW0367'
 NW0367'THE STATION MARK IS A STANDARD DISK STAMPED CHESTER 1956,
 NW0367'PROJECTING 4 INCHES ABOVE THE GROUND.  THE MARK IS SET IN A DRILL
 NW0367'HOLE IN A BOULDER, 8.5 FEET NORTH NORTHEAST OF A WITNESS POST,
 NW0367'99 PACES EAST OF THE CENTER OF THE HIGHWAY AND ON A LOW SHELF
 NW0367'ABOUT HALF WAY UP THE HILL.
 NW0367'
 NW0367'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHESTER NO 1 1956,
 NW0367'PROJECTING 12 INCHES ABOVE THE GROUND.  THE MARK IS SET IN A
 NW0367'DRILL HOLE IN A BOULDER ABOUT 2 FEET HIGHER THAN THE STATION
 NW0367'MARK.
 NW0367'
 NW0367'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHESTER NO 2
 NW0367'1956, PROJECTING 6 INCHES ABOVE THE GROUND.  THE MARK IS SET
 NW0367'IN A DRILL HOLE IN A BOULDER ABOUT 1.5 FEET LOWER THAN THE STATION
 NW0367'MARK.
 NW0367'
 NW0367'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHESTER 1956,
 NW0367'PROJECTING 10 INCHES ABOVE THE GROUND.  THE MARK IS BRAZED TO THE
 NW0367'TOP OF A 2-INCH CAST IRON SOIL PIPE.  IT IS 61 FEET WEST OF THE
 NW0367'CENTER OF THE HIGHWAY, 22 FEET SOUTHEAST OF A TELEPHONE POLE
 NW0367'AND 1.5 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0714 ***********************************************************************
 OX0714  DESIGNATION -  CHESTER ELEVATOR
 OX0714  PID         -  OX0714
 OX0714  STATE/COUNTY-  ID/FREMONT
 OX0714  USGS QUAD   -  NEWDALE (1979)
 OX0714
 OX0714                         *CURRENT SURVEY CONTROL
 OX0714  ___________________________________________________________________
 OX0714* NAD 83(1992)-  43 59 50.97147(N)    111 34 20.72163(W)     ADJUSTED  
 OX0714* NAVD 88     -                                                        
 OX0714  ___________________________________________________________________
 OX0714  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 OX0714  GEOID HEIGHT-         -10.67  (meters)                     GEOID03
 OX0714
 OX0714  HORZ ORDER  -  THIRD
 OX0714
 OX0714.The horizontal coordinates were established by classical geodetic methods
 OX0714.and adjusted by the National Geodetic Survey in July 1992..
 OX0714
 OX0714
 OX0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0714
 OX0714.The geoid height was determined by GEOID03.
 OX0714
 OX0714;                    North         East     Units Scale Factor Converg.
 OX0714;SPC ID E     -   259,088.239   247,661.579   MT  0.99997530   +0 24 46.0
 OX0714;UTM  12      - 4,871,753.546   454,104.560   MT  0.99962591   -0 23 51.5
 OX0714
 OX0714                          SUPERSEDED SURVEY CONTROL
 OX0714
 OX0714  NAD 83(1986)-  43 59 50.96872(N)    111 34 20.70423(W) AD(       ) 4
 OX0714  NAD 27      -  43 59 51.28244(N)    111 34 17.87062(W) AD(       ) 3
 OX0714
 OX0714.Superseded values are not recommended for survey control.
 OX0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0714.See file dsdata.txt to determine how the superseded data were derived.
 OX0714
 OX0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP5410571754(NAD 83)
 OX0714_MARKER: 65 = GRAIN ELEVATOR
 OX0714
 OX0714  HISTORY     - Date     Condition        Report By
 OX0714  HISTORY     - 1947     FIRST OBSERVED   USGS
 OX0714
 OX0714                          STATION DESCRIPTION
 OX0714
 OX0714'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OX0714'LOCATED ABOUT 900 FT. E. OF CHESTER RAILROAD STATION, AND IS THE ONLY
 OX0714'ELEVATOR IN CHESTER, A GALVANIZED METAL BUILDING WITH --MILLER
 OX0714'BROS.-- PAINTED ON N. SIDE.  IT IS ABOUT 110 FT. S. OF HIGHWAY 191 AND
 OX0714'75 FT. N. OF CENTER OF UNION PACIFIC RAILROAD TRACKS.
 OX0714'
 OX0714'STATION MARK AND SIGNAL--CENTER OF RECTANGULAR STRUCTURE ON TOP OF
 OX0714'ELEVATOR.
 OX0714'
 OX0714'NOTE--NGS BM --B 12 1923-- IS SET VERTICALLY ON SE. CORNER OF ELEVATOR
 OX0714'BUILDING AND IS 1 FT. ABOVE THE GROUND -- ELEVATION - 5067.765 FT.
 OX0714'(TENTATIVE ADJUSTED ELEVATION, 1960, FIRST-ORDER LEVELING, LINE 116,
 OX0714'IDAHO).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0453 ***********************************************************************
 OX0453  DESIGNATION -  CHESTER RM 1
 OX0453  PID         -  OX0453
 OX0453  STATE/COUNTY-  ID/FREMONT
 OX0453  USGS QUAD   -  NEWDALE (1979)
 OX0453
 OX0453                         *CURRENT SURVEY CONTROL
 OX0453  ___________________________________________________________________
 OX0453* NAD 83(1986)-  43 59 52.     (N)    111 32 10.     (W)     SCALED    
 OX0453* NAVD 88     -      1572.246  (meters)    5158.28   (feet)  POSTED    
 OX0453  ___________________________________________________________________
 OX0453  GEOID HEIGHT-         -10.62  (meters)                     GEOID03
 OX0453  DYNAMIC HT  -        1571.430 (meters)    5155.60  (feet)  COMP
 OX0453  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 OX0453
 OX0453  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OX0453
 OX0453.The horizontal coordinates were scaled from a topographic map and have
 OX0453.an estimated accuracy of +/- 6 seconds.
 OX0453
 OX0453.The orthometric height was determined by differential leveling
 OX0453.and adjusted by the National Geodetic Survey in 1992..
 OX0453.No vertical observational check was made to the station.
 OX0453.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OX0453.was located on a no-check spur therefore a value was not computed.
 OX0453
 OX0453.The geoid height was determined by GEOID03.
 OX0453
 OX0453.The dynamic height is computed by dividing the NAVD 88
 OX0453.geopotential number by the normal gravity value computed on the
 OX0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0453.degrees latitude (g = 980.6199 gals.).
 OX0453
 OX0453.The modeled gravity was interpolated from observed gravity values.
 OX0453
 OX0453;                    North         East    Units  Estimated Accuracy
 OX0453;SPC ID E     -   259,140.      250,570.      MT  (+/- 180 meters Scaled)
 OX0453
 OX0453                          SUPERSEDED SURVEY CONTROL
 OX0453
 OX0453  NGVD 29 (??/??/92) 1571.171  (m)         5154.75   (f) ADJ UNCH    1 2
 OX0453
 OX0453.Superseded values are not recommended for survey control.
 OX0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0453.See file dsdata.txt to determine how the superseded data were derived.
 OX0453
 OX0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP570717(NAD 83)
 OX0453_MARKER: DR = REFERENCE MARK DISK
 OX0453_SETTING: 66 = SET IN ROCK OUTCROP
 OX0453_SP_SET: ROCK OUTCROP
 OX0453_STAMPING: CHESTER NO 1 1946
 OX0453_MARK LOGO: CGS   
 OX0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0453
 OX0453  HISTORY     - Date     Condition        Report By
 OX0453  HISTORY     - 1946     MONUMENTED       CGS
 OX0453  HISTORY     - 1960     GOOD             NGS
 OX0453  HISTORY     - 1983     GOOD             NGS
 OX0453
 OX0453                          STATION DESCRIPTION
 OX0453
 OX0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OX0453'7.85 MI NE FROM ST. ANTHONY.
 OX0453'6.25 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0453'AT ST. ANTHONY, THENCE 1.65 MILES EAST ALONG A GRAVEL ROAD, ON TOP OF
 OX0453'A SAGE BRUSH COVERED HILL DIRECTLY SOUTH OF THE CENTER OF A WOODEN
 OX0453'BRIDGE OVER AN IRRIGATION CANAL, IN TOP OF A 2-BY 2-FOOT FLAT ROCK
 OX0453'OUTCROP FLUSH WITH THE GROUND, 38.20 FEET SOUTH-SOUTHWEST OF
 OX0453'TRIANGULATION STATION CHESTER, 57.25 FEET SOUTH-SOUTHEAST OF REFERENCE
 OX0453'MARK CHESTER NO. 2, AND ABOUT LEVEL WITH THE STATION.
 OX0453
 OX0453                          STATION RECOVERY (1983)
 OX0453
 OX0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0451 ***********************************************************************
 OX0451  DESIGNATION -  CHESTER RM 2
 OX0451  PID         -  OX0451
 OX0451  STATE/COUNTY-  ID/FREMONT
 OX0451  USGS QUAD   -  NEWDALE (1979)
 OX0451
 OX0451                         *CURRENT SURVEY CONTROL
 OX0451  ___________________________________________________________________
 OX0451* NAD 83(1986)-  43 59 53.     (N)    111 32 10.     (W)     SCALED    
 OX0451* NAVD 88     -      1571.490  (meters)    5155.80   (feet)  POSTED    
 OX0451  ___________________________________________________________________
 OX0451  GEOID HEIGHT-         -10.62  (meters)                     GEOID03
 OX0451  DYNAMIC HT  -        1570.680 (meters)    5153.14  (feet)  COMP
 OX0451  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 OX0451
 OX0451  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OX0451
 OX0451.The horizontal coordinates were scaled from a topographic map and have
 OX0451.an estimated accuracy of +/- 6 seconds.
 OX0451
 OX0451.The orthometric height was determined by differential leveling
 OX0451.and adjusted by the National Geodetic Survey in 1992..
 OX0451.No vertical observational check was made to the station.
 OX0451.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OX0451.was located on a no-check spur therefore a value was not computed.
 OX0451
 OX0451.The geoid height was determined by GEOID03.
 OX0451
 OX0451.The dynamic height is computed by dividing the NAVD 88
 OX0451.geopotential number by the normal gravity value computed on the
 OX0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0451.degrees latitude (g = 980.6199 gals.).
 OX0451
 OX0451.The modeled gravity was interpolated from observed gravity values.
 OX0451
 OX0451;                    North         East    Units  Estimated Accuracy
 OX0451;SPC ID E     -   259,170.      250,570.      MT  (+/- 180 meters Scaled)
 OX0451
 OX0451                          SUPERSEDED SURVEY CONTROL
 OX0451
 OX0451  NGVD 29 (??/??/92) 1570.415  (m)         5152.27   (f) ADJ UNCH    1 2
 OX0451
 OX0451.Superseded values are not recommended for survey control.
 OX0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0451.See file dsdata.txt to determine how the superseded data were derived.
 OX0451
 OX0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP570717(NAD 83)
 OX0451_MARKER: DR = REFERENCE MARK DISK
 OX0451_SETTING: 66 = SET IN ROCK OUTCROP
 OX0451_SP_SET: ROCK OUTCROP
 OX0451_STAMPING: CHESTER NO 2 1946
 OX0451_MARK LOGO: CGS   
 OX0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0451
 OX0451  HISTORY     - Date     Condition        Report By
 OX0451  HISTORY     - 1946     MONUMENTED       CGS
 OX0451  HISTORY     - 1960     GOOD             NGS
 OX0451  HISTORY     - 1983     GOOD             NGS
 OX0451
 OX0451                          STATION DESCRIPTION
 OX0451
 OX0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OX0451'7.85 MI NE FROM ST. ANTHONY.
 OX0451'6.25 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0451'AT ST. ANTHONY, THENCE 1.65 MILES EAST ALONG A GRAVEL ROAD, ON THE
 OX0451'NORTHWEST SIDE OF A SAGE BRUSH COVER HILL DIRECTLY SOUTH OF THE CENTER
 OX0451'OF A WOODEN BRIDGE OVER AN IRRIGATION CANAL, IN TOP OF A 10-BY 10-FOOT
 OX0451'ROCK OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 40.85 FEET
 OX0451'NORTHWEST OF TRIANGULATION STATION CHESTER, AND ABOUT 1 1/2 FEET LOWER
 OX0451'THAN THE STATION.
 OX0451
 OX0451                          STATION RECOVERY (1983)
 OX0451
 OX0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0612 ***********************************************************************
 NT0612  DESIGNATION -  CHESTERFIELD
 NT0612  PID         -  NT0612
 NT0612  STATE/COUNTY-  ID/CARIBOU
 NT0612  USGS QUAD   -  CHESTERFIELD (1981)
 NT0612
 NT0612                         *CURRENT SURVEY CONTROL
 NT0612  ___________________________________________________________________
 NT0612* NAD 83(1992)-  42 51 55.26080(N)    111 54 13.26289(W)     ADJUSTED  
 NT0612* NAVD 88     -      1670.     (meters)    5479.     (feet)  SCALED    
 NT0612  ___________________________________________________________________
 NT0612  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 NT0612  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 NT0612
 NT0612  HORZ ORDER  -  SECOND
 NT0612
 NT0612.The horizontal coordinates were established by classical geodetic methods
 NT0612.and adjusted by the National Geodetic Survey in July 1992..
 NT0612
 NT0612.The orthometric height was scaled from a topographic map.
 NT0612
 NT0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0612
 NT0612.The geoid height was determined by GEOID03.
 NT0612
 NT0612;                    North         East     Units Scale Factor Converg.
 NT0612;SPC ID E     -   133,174.460   221,489.490   MT  0.99995305   +0 10 44.0
 NT0612;UTM  12      - 4,746,258.380   426,181.327   MT  0.99966704   -0 36 53.2
 NT0612
 NT0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0612!SPC ID E     -   0.99974004  x   0.99995305  =   0.99969310
 NT0612!UTM  12      -   0.99974004  x   0.99966704  =   0.99940717
 NT0612
 NT0612|---------------------------------------------------------------------|
 NT0612| PID    Reference Object                     Distance      Geod. Az  |
 NT0612|                                                           dddmmss.s |
 NT0612| NT0611 CHESTERFIELD SCHSE CENTER            21.240 METERS 09438     |
 NT0612| CM5675 T6S R39E SECS 28 33=161                            1314103.6 |
 NT0612| CM5319 CHESTERFIELD AZ MK                                 1320527.8 |
 NT0612| CM5320 CHESTERFIELD RM 1                    15.680 METERS 18946     |
 NT0612| CM5321 CHESTERFIELD RM 2                     8.508 METERS 31300     |
 NT0612|---------------------------------------------------------------------|
 NT0612
 NT0612                          SUPERSEDED SURVEY CONTROL
 NT0612
 NT0612  NAD 83(1986)-  42 51 55.25293(N)    111 54 13.25091(W) AD(       ) 2
 NT0612  NAD 27      -  42 51 55.55000(N)    111 54 10.41000(W) AD(       ) 2
 NT0612
 NT0612.Superseded values are not recommended for survey control.
 NT0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0612.See file dsdata.txt to determine how the superseded data were derived.
 NT0612
 NT0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN2618146258(NAD 83)
 NT0612_MARKER: DS = TRIANGULATION STATION DISK
 NT0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0612
 NT0612  HISTORY     - Date     Condition        Report By
 NT0612  HISTORY     - 1936     MONUMENTED       CGS
 NT0612
 NT0612                          STATION DESCRIPTION
 NT0612
 NT0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 NT0612'STATION IS LOCATED ON THE CHESTERFIELD SCHOOL GROUND,
 NT0612'DISTRICT NO. 51, 10.7 FEET E OF N-S FENCE, 80 FEET E OF ROAD
 NT0612'AND 69.7 FEET W OF THE CENTER OF SCHOOLHOUSE, AND IS ABOUT
 NT0612'90 FEET S OF POINT WHERE HILL BREAKS OFF TO S.
 NT0612'
 NT0612'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 NT0612'DISKS SET IN CONCRETE.
 NT0612'
 NT0612'AZIMUTH MARK IS LOCATED 3/8 MILE SE FROM THE STATION AND 0.30
 NT0612'MILE S OF GENERAL STORE, 63 FEET FROM CENTER OF TURN IN
 NT0612'ROAD (S) AND IS 10.778 METERS S BY E OF G.L.O. NO. 161.
 NT0612'IT IS A STANDARD BRONZE DISK IN CONCRETE BLOCK, SET IN FENCE
 NT0612'LINE.
 NT0612'
 NT0612'TO REACH CHESTERFIELD FROM BANCROFT, TURN N AND CROSS TRACKS
 NT0612'W OF DEPOT, AND FOLLOW MAIN-GRAVELED ROAD FOR 9.8 MILES TO
 NT0612'GENERAL STORE IN CHESTERFIELD.  STATION IS 1/4 MILE W AND
 NT0612'BEHIND SCHOOL BUILDING.
 NT0612'
 NT0612'NOTE--A STANDARD G.L.O. SECTION CORNER MARK, STAMPED ONLY
 NT0612'WITH NO. 161 AND SUBJECT TO BEING REMOVED AS IT IS IN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0611 ***********************************************************************
 NT0611  DESIGNATION -  CHESTERFIELD SCHSE CENTER
 NT0611  PID         -  NT0611
 NT0611  STATE/COUNTY-  ID/CARIBOU
 NT0611  USGS QUAD   -  CHESTERFIELD (1981)
 NT0611
 NT0611                         *CURRENT SURVEY CONTROL
 NT0611  ___________________________________________________________________
 NT0611* NAD 83(1992)-  42 51 55.20516(N)    111 54 12.33026(W)     ADJUSTED  
 NT0611* NAVD 88     -      1670.     (meters)    5479.     (feet)  SCALED    
 NT0611  ___________________________________________________________________
 NT0611  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 NT0611  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 NT0611
 NT0611  HORZ ORDER  -  THIRD
 NT0611
 NT0611.The horizontal coordinates were established by classical geodetic methods
 NT0611.and adjusted by the National Geodetic Survey in July 1992..
 NT0611
 NT0611.The orthometric height was scaled from a topographic map.
 NT0611
 NT0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0611
 NT0611.The geoid height was determined by GEOID03.
 NT0611
 NT0611;                    North         East     Units Scale Factor Converg.
 NT0611;SPC ID E     -   133,172.810   221,510.665   MT  0.99995306   +0 10 44.7
 NT0611;UTM  12      - 4,746,256.437   426,202.470   MT  0.99966700   -0 36 52.6
 NT0611
 NT0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0611!SPC ID E     -   0.99974004  x   0.99995306  =   0.99969311
 NT0611!UTM  12      -   0.99974004  x   0.99966700  =   0.99940713
 NT0611
 NT0611                          SUPERSEDED SURVEY CONTROL
 NT0611
 NT0611  NAD 83(1986)-  42 51 55.19728(N)    111 54 12.31828(W) AD(       ) 4
 NT0611  NAD 27      -  42 51 55.49400(N)    111 54 09.47700(W) AD(       ) 3
 NT0611
 NT0611.Superseded values are not recommended for survey control.
 NT0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0611.See file dsdata.txt to determine how the superseded data were derived.
 NT0611
 NT0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN2620246256(NAD 83)
 NT0611
 NT0611  HISTORY     - Date     Condition        Report By
 NT0611  HISTORY     - 1936     FIRST OBSERVED   CGS
 NT0611
 NT0611                          STATION DESCRIPTION
 NT0611
 NT0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NT0611'STATION IS LOCATED ON THE CHESTERFIELD SCHOOL GROUND,
 NT0611'DISTRICT NO. 51, 10.7 FEET E OF N-S FENCE, 80 FEET E OF ROAD
 NT0611'AND 69.7 FEET W OF THE CENTER OF SCHOOLHOUSE, AND IS ABOUT
 NT0611'90 FEET S OF POINT WHERE HILL BREAKS OFF TO S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0687 ***********************************************************************
 QZ0687  DESIGNATION -  CHICKEN PK LOOKOUT HOUSE
 QZ0687  PID         -  QZ0687
 QZ0687  STATE/COUNTY-  ID/IDAHO
 QZ0687  USGS QUAD   -  CHICKEN PEAK (1978)
 QZ0687
 QZ0687                         *CURRENT SURVEY CONTROL
 QZ0687  ___________________________________________________________________
 QZ0687* NAD 83(1992)-  45 17 34.93715(N)    115 23 49.87711(W)     ADJUSTED  
 QZ0687* NAVD 88     -                                                        
 QZ0687  ___________________________________________________________________
 QZ0687  LAPLACE CORR-          15.84  (seconds)                    DEFLEC99
 QZ0687  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 QZ0687
 QZ0687  HORZ ORDER  -  THIRD
 QZ0687
 QZ0687.The horizontal coordinates were established by classical geodetic methods
 QZ0687.and adjusted by the National Geodetic Survey in July 1992..
 QZ0687
 QZ0687
 QZ0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0687
 QZ0687.The geoid height was determined by GEOID03.
 QZ0687
 QZ0687;                    North         East     Units Scale Factor Converg.
 QZ0687;SPC ID W     -   402,931.228   827,674.093   MT  0.99994275   +0 15 02.7
 QZ0687;UTM  11      - 5,016,753.594   625,680.371   MT  0.99979421   +1 08 21.4
 QZ0687
 QZ0687                          SUPERSEDED SURVEY CONTROL
 QZ0687
 QZ0687  NAD 83(1986)-  45 17 34.94606(N)    115 23 49.87393(W) AD(       ) 4
 QZ0687  NAD 27      -  45 17 35.26253(N)    115 23 46.44717(W) AD(       ) 3
 QZ0687
 QZ0687.Superseded values are not recommended for survey control.
 QZ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0687.See file dsdata.txt to determine how the superseded data were derived.
 QZ0687
 QZ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL2568016754(NAD 83)
 QZ0687
 QZ0687  HISTORY     - Date     Condition        Report By
 QZ0687  HISTORY     - 1959     MONUMENTED       CGS
 QZ0687
 QZ0687                          STATION DESCRIPTION
 QZ0687
 QZ0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QZ0687'STATION IS LOCATED, AIRLINE, ABOUT 12 MILES NORTH NORTHWEST
 QZ0687'OF BIG CREEK, 14 MILES EAST OF WARREN, ON THE BORDER LINE OF
 QZ0687'THE WILDERNESS AREA AND ON TOP OF CHICKEN PK. WHICH IS ABOUT
 QZ0687'8657 FEET HIGH.
 QZ0687'
 QZ0687'STATION IS THE CENTER OF THE LOOKOUT HOUSE WHICH IS A STANDARD
 QZ0687'USFS TYPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1553 ***********************************************************************
 SV1553  DESIGNATION -  CHILCO
 SV1553  PID         -  SV1553
 SV1553  STATE/COUNTY-  ID/KOOTENAI
 SV1553  USGS QUAD   -  BAYVIEW (1996)
 SV1553
 SV1553                         *CURRENT SURVEY CONTROL
 SV1553  ___________________________________________________________________
 SV1553* NAD 83(1992)-  47 53 29.93120(N)    116 31 47.64048(W)     ADJUSTED  
 SV1553* NAVD 88     -      1719.     (meters)    5640.     (feet)  SCALED    
 SV1553  ___________________________________________________________________
 SV1553  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 SV1553  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 SV1553
 SV1553  HORZ ORDER  -  SECOND
 SV1553
 SV1553.The horizontal coordinates were established by classical geodetic methods
 SV1553.and adjusted by the National Geodetic Survey in July 1992..
 SV1553
 SV1553.The orthometric height was scaled from a topographic map.
 SV1553
 SV1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1553
 SV1553.The geoid height was determined by GEOID03.
 SV1553
 SV1553;                    North         East     Units Scale Factor Converg.
 SV1553;SPC ID W     -   692,014.784   741,681.979   MT  0.99997511   -0 34 43.0
 SV1553;UTM  11      - 5,304,364.365   535,140.664   MT  0.99961517   +0 20 55.5
 SV1553
 SV1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1553!SPC ID W     -   0.99973328  x   0.99997511  =   0.99970839
 SV1553!UTM  11      -   0.99973328  x   0.99961517  =   0.99934855
 SV1553
 SV1553:                Primary Azimuth Mark                     Grid Az
 SV1553:SPC ID W     -  SCHAEFER PEAK LOOKOUT                    026 42 37.5
 SV1553:UTM  11      -  SCHAEFER PEAK LOOKOUT                    025 46 59.0
 SV1553
 SV1553|---------------------------------------------------------------------|
 SV1553| PID    Reference Object                     Distance      Geod. Az  |
 SV1553|                                                           dddmmss.s |
 SV1553| TO0990 SCHAEFER PEAK LOOKOUT               APPROX.27.1 KM 0260754.5 |
 SV1553| TO0988 PACKSADDLE LOOKOUT HOUSE            APPROX.20.2 KM 0395142.7 |
 SV1553| TO0989 PACKSADDLE LOOKOUT TOWER            APPROX.20.2 KM 0395128.8 |
 SV1553| CH7100 CHILCO RM                                          04207     |
 SV1553| SV1477 LAKEVIEW LOOKOUT                    APPROX.11.2 KM 0421040.3 |
 SV1553| SV1468 FASET PEAK LOOKOUT TOWER            APPROX.15.2 KM 0691427.8 |
 SV1553| SV1479 JACKKNIFE PEAK LOOKOUT TOWER        APPROX. 6.4 KM 0932433.4 |
 SV1553| SV1566 SPADES MOUNTAIN LOOKOUT TOWER       APPROX.11.0 KM 1951201.6 |
 SV1553| TO1064 LITTLE BLACKTAIL LOOKOUT            APPROX.22.6 KM 3552236.9 |
 SV1553| SV1547 BERNARD PEAK LOOKOUT TOWER          APPROX. 4.8 KM 3560845.6 |
 SV1553|---------------------------------------------------------------------|
 SV1553
 SV1553                          SUPERSEDED SURVEY CONTROL
 SV1553
 SV1553  NAD 83(1986)-  47 53 29.93500(N)    116 31 47.63172(W) AD(       ) 2
 SV1553  NAD 27      -  47 53 30.26308(N)    116 31 43.94249(W) AD(       ) 2
 SV1553
 SV1553.Superseded values are not recommended for survey control.
 SV1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1553.See file dsdata.txt to determine how the superseded data were derived.
 SV1553
 SV1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3514104364(NAD 83)
 SV1553_MARKER: Z = SEE DESCRIPTION
 SV1553_SETTING: 0 = UNSPECIFIED SETTING
 SV1553
 SV1553  HISTORY     - Date     Condition        Report By
 SV1553  HISTORY     - 1936     MONUMENTED       CGS
 SV1553  HISTORY     - 1938     SEE DESCRIPTION  USGS
 SV1553  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SV1553
 SV1553                          STATION DESCRIPTION
 SV1553
 SV1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (LCJ)
 SV1553'STATION IS 9 MILES (AIR LINE) SE OF THE TOWN OF ATHOL, ON THE
 SV1553'S AND HIGHEST PART OF THE HILL WHICH IS GRASS AND BRUSH COVERED
 SV1553'TO THE SADDLE NEAR SUMMIT, WHILE THE TOP OF THE HILL IS COMPOSED
 SV1553'OF LOOSE SLAG ROCK.
 SV1553'
 SV1553'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 SV1553'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 SV1553'
 SV1553'STATION CAN BE REACHED FROM ATHOL BY GOING E ON GRAVEL ROAD JUST
 SV1553'N OF THE SCHOOLHOUSE FOR 4.5 MILES, TURN RIGHT, GO 2.0 MILES,
 SV1553'TURN LEFT, GO 1.6 MILES AND TAKE RIGHT FORK, GO 0.2 MILE AND
 SV1553'PASS THROUGH FOREST PATROL REGISTRY GATE, CONTINUE FOR 4.2
 SV1553'MILES, KEEP RIGHT FORK (LEFT LEADS TO BERNARD PEAK LOOKOUT).  GO
 SV1553'1.2 MILES TO GOLD SPRING (WATER AND CAMP SITE).  CONTINUE 0.6
 SV1553'MILE TO THE END OF TRUCK TRAVEL AT THE FOOT OF CHILCO MOUNTAIN
 SV1553'TRAIL.  GO UP THE TRAIL FOR 1/4 MILE AND TAKE THE RIGHT HAND
 SV1553'TRAIL, GO 300 FEET, TAKE LEFT TRAIL AND CONTINUE ON TO
 SV1553'STATION.  A PACK OF 1-1/4 HOURS.  STOCK CAN BE TAKEN CLOSE TO
 SV1553'THE STATION.
 SV1553
 SV1553                          STATION RECOVERY (1938)
 SV1553
 SV1553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 SV1553'STATION MARK, STAMPED CHILCO MT. 1936, ONE REFERENCE MARK
 SV1553'AND TWO CROSSES CUT ON ROCK WERE FOUND IN GOOD CONDITION.
 SV1553'A SECOND STANDARD C. AND G.S. REFERENCE MARK TABLET, STAMPED
 SV1553'CHILCO MT. 1936, WAS FOUND UNSET UPON THE SUMMIT.  THIS TABLET
 SV1553'WAS CEMENTED IN CRACK IN ROCK BY RECOVERY PARTY, AND IS 18.39
 SV1553'FEET FROM STATION MARK IN TRUE AZIMUTH 124 DEG 23 MIN.
 SV1553
 SV1553                          STATION RECOVERY (1940)
 SV1553
 SV1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1553'STATION IS IN THE COEUR D ALENE NATIONAL FOREST ABOUT 18.5 MILES
 SV1553'NE OF COEUR D ALENE, 9.0 MILES SE OF ATHOL, AND 10.0 MILES
 SV1553'E OF THE CHILCO POST OFFICE ON THE HIGHEST PART OF CHILCO MOUNTAIN.
 SV1553'
 SV1553'STATION AND 1936 REFERENCE MARK RECOVERED IN GOOD CONDITION AS
 SV1553'DESCRIBED.  THE REFERENCE MARK SET IN 1938 BY U.S.G.S. WAS
 SV1553'NOT FOUND.
 SV1553'
 SV1553'ONE WITNESS CROSS IN ROCK SW WAS RECOVERED.  THE WITNESS CROSS
 SV1553'TO THE N WAS NOT FOUND.
 SV1553'
 SV1553'A LOOKOUT TOWER WAS BUILT ON THIS PEAK AND THE STATION MARK
 SV1553'IS UNDER STEPS SO THAT IS CANNOT BE USED.  CHILCO 2 1940 WAS
 SV1553'ESTABLISHED NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1554 ***********************************************************************
 SV1554  DESIGNATION -  CHILCO MOUNTAIN 2
 SV1554  PID         -  SV1554
 SV1554  STATE/COUNTY-  ID/KOOTENAI
 SV1554  USGS QUAD   -  BAYVIEW (1996)
 SV1554
 SV1554                         *CURRENT SURVEY CONTROL
 SV1554  ___________________________________________________________________
 SV1554* NAD 83(1992)-  47 53 29.89123(N)    116 31 47.61453(W)     ADJUSTED  
 SV1554* NAVD 88     -      1719.     (meters)    5640.     (feet)  SCALED    
 SV1554  ___________________________________________________________________
 SV1554  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 SV1554  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 SV1554
 SV1554  HORZ ORDER  -  FIRST
 SV1554
 SV1554.The horizontal coordinates were established by classical geodetic methods
 SV1554.and adjusted by the National Geodetic Survey in July 1992..
 SV1554
 SV1554.The orthometric height was scaled from a topographic map.
 SV1554
 SV1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1554
 SV1554.The geoid height was determined by GEOID03.
 SV1554
 SV1554;                    North         East     Units Scale Factor Converg.
 SV1554;SPC ID W     -   692,013.544   741,682.506   MT  0.99997511   -0 34 43.0
 SV1554;UTM  11      - 5,304,363.135   535,141.210   MT  0.99961517   +0 20 55.6
 SV1554
 SV1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1554!SPC ID W     -   0.99973328  x   0.99997511  =   0.99970839
 SV1554!UTM  11      -   0.99973328  x   0.99961517  =   0.99934855
 SV1554
 SV1554|---------------------------------------------------------------------|
 SV1554| PID    Reference Object                     Distance      Geod. Az  |
 SV1554|                                                           dddmmss.s |
 SV1554| CH7100 CHILCO RM                            22.555 METERS 03859     |
 SV1554| TO0988 PACKSADDLE LOOKOUT HOUSE            APPROX.20.2 KM 0395131.4 |
 SV1554| TO0991 LARCH MOUNTAIN LOOKOUT TOWER        APPROX.23.7 KM 0534456.0 |
 SV1554| SV1468 FASET PEAK LOOKOUT TOWER            APPROX.15.2 KM 0691410.4 |
 SV1554| SV1467 GRIFFITH PEAK LOOKOUT TOWER         APPROX.19.2 KM 0833826.6 |
 SV1554| SV1479 JACKKNIFE PEAK LOOKOUT TOWER        APPROX. 6.4 KM 0932356.3 |
 SV1554| CH7101 CHILCO MOUNTAIN 2 RM 3                9.301 METERS 11630     |
 SV1554| SV1464 MOUNMENT MOUNTAIN LOOKOUT HOUSE     APPROX.19.6 KM 1601306.5 |
 SV1554| SV1566 SPADES MOUNTAIN LOOKOUT TOWER       APPROX.11.0 KM 1951217.0 |
 SV1554| CH7783 CHILCO X IN ROCK SW                                21417     |
 SV1554| SV1568 CEDAR MOUNTAIN LOOKOUT TOWER        APPROX. 8.2 KM 2624013.1 |
 SV1554| SV1553 CHILCO                                1.347 METERS 33625     |
 SV1554| SV1547 BERNARD PEAK LOOKOUT TOWER          APPROX. 4.8 KM 3560826.3 |
 SV1554| SV1560 BERNARD PEAK LOT 2                  APPROX. 4.9 KM 3564111.2 |
 SV1554|---------------------------------------------------------------------|
 SV1554
 SV1554                          SUPERSEDED SURVEY CONTROL
 SV1554
 SV1554  NAD 83(1986)-  47 53 29.89502(N)    116 31 47.60577(W) AD(       ) 1
 SV1554  NAD 27      -  47 53 30.22317(N)    116 31 43.91659(W) AD(       ) 1
 SV1554
 SV1554.Superseded values are not recommended for survey control.
 SV1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1554.See file dsdata.txt to determine how the superseded data were derived.
 SV1554
 SV1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3514104363(NAD 83)
 SV1554_MARKER: DS = TRIANGULATION STATION DISK
 SV1554_SETTING: 80 = SET IN A BOULDER
 SV1554_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SV1554
 SV1554  HISTORY     - Date     Condition        Report By
 SV1554  HISTORY     - 1940     MONUMENTED       CGS
 SV1554  HISTORY     - 1960     GOOD             USGS
 SV1554
 SV1554                          STATION DESCRIPTION
 SV1554
 SV1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1554'STATION IS IN THE COEUR D ALENE NATIONAL FOREST ABOUT 18.5
 SV1554'MILES NE OF COEUR D ALENE 9.0 MILES SE OF ATHOL, AND 10.0 MILES
 SV1554'E OF THE CHILCO POST OFFICE ON THE HIGHEST PART OF NORTH CHILCO
 SV1554'MOUNTAIN.
 SV1554'
 SV1554'STATION, STAMPED CHILCO MT. NO. 2, 1940 IS A STANDARD BRONZE
 SV1554'DISK SET IN A BOULDER FLUSH WITH THE GROUND.  IT IS 9.2 FEET NW
 SV1554'OF THE SE LEG OF LOOKOUT TOWER, AND 3.9 FEET SE OF POST THAT
 SV1554'BRACES STEPS UP LOOKOUT TOWER.
 SV1554'
 SV1554'REFERENCE MARK NO. 2, STAMPED CHILCO MT. NO. 3, 1940 IS A
 SV1554'STANDARD BRONZE DISK SET IN A BOULDER FLUSH WITH THE GROUND AT
 SV1554'ABOUT 2.0 FEET LOWER THAN THE STATION.  IT IS 20.0 FEET ESE OF
 SV1554'THE SE LEG OF LOOKOUT TOWER.
 SV1554'
 SV1554'REFERENCE MARK, STAMPED CHILCO MT. 1936 IS A STANDARD BRONZE
 SV1554'DISK SET IN A BOULDER FLUSH WITH THE GROUND.  IT IS ABOUT 5.0
 SV1554'FEET LOWER THAN THE STATION AND 58.0 FEET NE OF THE NE LEG
 SV1554'OF LOOKOUT TOWER.
 SV1554'
 SV1554'OLD STATION, STAMPED CHILCO MT. 1936 AT THE CENTER OF THE
 SV1554'LOOKOUT TOWER WHERE IT CANNOT BE USED.
 SV1554'
 SV1554'STATION CAN BE REACHED FROM THE CHILCO POST OFFICE BY GOING
 SV1554'N ON U.S. HIGHWAY 95 FOR 3.1 MILES TO SIDE ROAD TO THE E AT
 SV1554'SEVERAL SIGNS TOP ONE READING BERNARD PEAK L.O. 13 MILES.
 SV1554'TURN RIGHT (E) AND GO 3.0 MILES TO SIDE ROAD TO THE N.  TURN
 SV1554'LEFT (N) AND GO 1.0 MILE.  TURN RIGHT (E) AND FOLLOW MAIN ROAD
 SV1554'3.65 MILES TO T-FORK AT FOOT OF GRADE.  TURN RIGHT (S) AND
 SV1554'(E) AND FOLLOW MAIN ROAD UP MOUNTAIN GRADE, 4.35 MILES (BERNARD
 SV1554'PEAK LOOKOUT ROAD TAKES OFF HERE).  CONTINUE SE ON MAIN ROAD
 SV1554'1.2 MILES TO A LARGE TURNOUT AT CAMP NO. 7 AT A SPRING (LAST
 SV1554'WATER).  CONTINUE ON THE MAIN ROAD 0.5 MILE TO TRAIL 15 IN A
 SV1554'LOW SADDLE.  THERE IS A SIGN AT THIS POINT TRAIL 15 NORTH AND
 SV1554'SOUTH CHILCO PEAKS.  FROM HERE TAKE TRAIL 15 W TO TOP OF
 SV1554'RIDGE.  THEN GO LEFT (S) ON TRAIL ABOUT 0.5 MILE TO
 SV1554'STATION BENEATH LOOKOUT TOWER ON THE TOP OF NORTH CHILCO
 SV1554'MOUNTAIN.
 SV1554
 SV1554                          STATION RECOVERY (1960)
 SV1554
 SV1554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 SV1554'LOCATED ABOUT 18.5 MI. NE. OF COEUR D ALENE, AND 10 MI. E. OF THE
 SV1554'CHILCO POST OFFICE, 9 MI. SE. OF ATHOL, IN THE COEUR D ALENE NATIONAL
 SV1554'FOREST ON THE HIGHEST PART OF NORTH CHILCO MOUNTAIN.
 SV1554'
 SV1554'TO REACH FROM THE CHILCO POST OFFICE, GO N. ON U.S. HIGHWAY 95 FOR
 SV1554'3.1 MI. TO SIDE RD. TO THE E. AT SEVERAL SIGNS TOP ONE READING
 SV1554'--BERNARD PEAK L.O. 13 MI.--, TURN RIGHT (E.) AND GO 3 MI. TO SIDE
 SV1554'RD. TO THE N., TURN LEFT (N.) AND GO 1 MI., TURN RIGHT (E.) AND FOLLOW
 SV1554'MAIN RD. 3.65 MI. TO T-FORK AT FOOT OF GRADE, TURN RIGHT (S.) AND (E.)
 SV1554'AND FOLLOW MAIN RD. UP MOUNTAIN GRADE 4.35 MI. (BERNARD PEAK LOOKOUT
 SV1554'RD. TAKES OFF HERE), CONTINUE SE. ON MAIN RD. 1.2 MI. TO A LARGE
 SV1554'TURNOUT AT CAMP NO. 7 AT A SPRING (LAST WATER), CONTINUE ON THE MAIN
 SV1554'RD. 0.5 MI. TO TRAIL 15 IN A LOW SADDLE, THERE IS A SIGN AT THIS
 SV1554'POINT --TRAIL 15 NORTH AND SOUTH CHILCO PEAKS--, TAKE TRAIL 15 W. TO
 SV1554'TOP OF RIDGE, GO LEFT (S.) ON TRAIL ABOUT 0.5 MI. TO STATION BENEATH
 SV1554'LOOKOUT TOWER ON THE TOP OF NORTH CHILCO MOUNTAIN.
 SV1554'
 SV1554'STATION MARK--STANDARD BRONZE DISK STAMPED---CHILCO MT. NO. 2
 SV1554'1940---, SET IN A BOULDER FLUSH WITH THE GROUND, 9.2 FT. NW. OF THE
 SV1554'SE. LEG OF LOOKOUT TOWER AND 3.9 FT. SE. OF POST THAT BRACES STEPS
 SV1554'OF LOOKOUT TOWER.
 SV1554'
 SV1554'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---CHILCO
 SV1554'MT. NO. 3 1940---, SET IN A BOULDER FLUSH WITH THE GROUND AT ABOUT 2
 SV1554'FT. LOWER THAN THE STATION, 20 FT. ESE. OF THE SE. LEG OF LOOKOUT
 SV1554'TOWER.
 SV1554'
 SV1554'REFERENCE MARK--STANDARD REFERENCE MARK TABLET STAMPED---CHILCO MT.
 SV1554'1936---, SET IN A BOULDER FLUSH WITH THE GROUND, ABOUT 5 FT. LOWER
 SV1554'THAN THE STATION AND 58 FT. NE. OF THE NE. LEG OF LOOKOUT TOWER.
 SV1554'
 SV1554'THE USFS LOOKOUT TOWER AT THIS POINT HAS BEEN
 SV1554'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1558 ***********************************************************************
 SV1558  DESIGNATION -  CHILCO MOUNTAIN LOOKOUT TOWER
 SV1558  PID         -  SV1558
 SV1558  STATE/COUNTY-  ID/KOOTENAI
 SV1558  USGS QUAD   -  BAYVIEW (1996)
 SV1558
 SV1558                         *CURRENT SURVEY CONTROL
 SV1558  ___________________________________________________________________
 SV1558* NAD 83(1992)-  47 53 29.93348(N)    116 31 47.64760(W)     ADJUSTED  
 SV1558* NAVD 88     -                                                        
 SV1558  ___________________________________________________________________
 SV1558  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 SV1558  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 SV1558
 SV1558  HORZ ORDER  -  THIRD
 SV1558
 SV1558.The horizontal coordinates were established by classical geodetic methods
 SV1558.and adjusted by the National Geodetic Survey in July 1992..
 SV1558
 SV1558
 SV1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1558
 SV1558.The geoid height was determined by GEOID03.
 SV1558
 SV1558;                    North         East     Units Scale Factor Converg.
 SV1558;SPC ID W     -   692,014.856   741,681.832   MT  0.99997511   -0 34 43.0
 SV1558;UTM  11      - 5,304,364.435   535,140.515   MT  0.99961517   +0 20 55.5
 SV1558
 SV1558                          SUPERSEDED SURVEY CONTROL
 SV1558
 SV1558  NAD 83(1986)-  47 53 29.93835(N)    116 31 47.63876(W) AD(       ) 4
 SV1558  NAD 27      -  47 53 30.26374(N)    116 31 43.94573(W) AD(       ) 3
 SV1558
 SV1558.Superseded values are not recommended for survey control.
 SV1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1558.See file dsdata.txt to determine how the superseded data were derived.
 SV1558
 SV1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3514104364(NAD 83)
 SV1558
 SV1558  HISTORY     - Date     Condition        Report By
 SV1558  HISTORY     - 1940     MONUMENTED       CGS
 SV1558
 SV1558                          STATION DESCRIPTION
 SV1558
 SV1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1558'CHILCO MOUNTAIN FOREST SERVICE LOOKOUT TOWER IS ABOUT 18.5 MILES
 SV1558'NE OF COEUR D ALENE, 9.0 MILES SE OF ATHOL ON THE HIGHEST
 SV1558'POINT OF N CHILCO MOUNTAIN, A HIGH ROCKY PEAK IN THE COEUR D ALENE
 SV1558'NATIONAL FOREST.  STATION CHILCO MOUNTAIN NO. 2, 1940 IS AT THE
 SV1558'APPROXIMATE CENTER OF THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0848 ***********************************************************************
 QA0848  DESIGNATION -  CHILCOOT
 QA0848  PID         -  QA0848
 QA0848  STATE/COUNTY-  ID/VALLEY
 QA0848  USGS QUAD   -  CHILCOOT PEAK (1973)
 QA0848
 QA0848                         *CURRENT SURVEY CONTROL
 QA0848  ___________________________________________________________________
 QA0848* NAD 83(1992)-  44 46 11.77103(N)    115 25 20.28833(W)     ADJUSTED  
 QA0848* NAVD 88     -      2744.1    (meters)    9003.     (feet)  VERTCON   
 QA0848  ___________________________________________________________________
 QA0848  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 QA0848  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 QA0848
 QA0848  HORZ ORDER  -  THIRD
 QA0848
 QA0848.The horizontal coordinates were established by classical geodetic methods
 QA0848.and adjusted by the National Geodetic Survey in July 1992..
 QA0848
 QA0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0848
 QA0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0848
 QA0848.The geoid height was determined by GEOID03.
 QA0848
 QA0848;                    North         East     Units Scale Factor Converg.
 QA0848;SPC ID W     -   344,793.245   825,939.388   MT  0.99994160   +0 13 50.8
 QA0848;UTM  11      - 4,958,604.439   624,843.473   MT  0.99979166   +1 06 40.5
 QA0848
 QA0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0848!SPC ID W     -   0.99957211  x   0.99994160  =   0.99951374
 QA0848!UTM  11      -   0.99957211  x   0.99979166  =   0.99936386
 QA0848
 QA0848                          SUPERSEDED SURVEY CONTROL
 QA0848
 QA0848  NAD 83(1986)-  44 46 11.77413(N)    115 25 20.28308(W) AD(       ) 3
 QA0848  NGVD 29 (09/26/91) 2742.6    (m)         8998.     (f) VERT ANG       
 QA0848
 QA0848.Superseded values are not recommended for survey control.
 QA0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0848.See file dsdata.txt to determine how the superseded data were derived.
 QA0848
 QA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK2484358604(NAD 83)
 QA0848_MARKER: DD = SURVEY DISK
 QA0848_SETTING: 66 = SET IN ROCK OUTCROP
 QA0848_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 QA0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0848
 QA0848  HISTORY     - Date     Condition        Report By
 QA0848  HISTORY     - 1935     MONUMENTED       USGS
 QA0848  HISTORY     - 1953     GOOD             USGS
 QA0848
 QA0848                          STATION DESCRIPTION
 QA0848
 QA0848'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QA0848'LOCATED IN SEC. 31, T 17 N, R 9 E, OF BOISE MERIDIAN, AT HEADS OF
 QA0848'TRAPPER CREEK AND N. PRONS OF LITTLE PISTOL CREEK, ON SUMMIT OF
 QA0848'SPARSELY TIMBERED ROCKY PEAK, 22 FT. S. OF DOOR OF U.S. FOREST
 QA0848'SERVICE LOOKOUT HOUSE.
 QA0848'
 QA0848'TO REACH FROM CASCADE-YELLOW PINE ROAD, TAKE OLD THUNDER MOUNTAIN
 QA0848'ROAD, AT POINT 11.0 MI. S. OF YELLOW PINE AND FOLLOW IN E. DIRECTION
 QA0848'ABOUT 3.5 MI. TO POINT WHERE TRAIL WITH SIGN MARKED --INDIAN CREEK 4
 QA0848'MILES-- LEAVES RD., THENCE BY THIS TRAIL ABOUT 4.5 MI. IN S. DIRECTION
 QA0848'TO STATION.
 QA0848'
 QA0848'STATION MARK--STANDARD TABLET STAMPED---CHILCOOT 1934---, CEMENTED
 QA0848'IN SOLID ROCK.
 QA0848'
 QA0848'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---,
 QA0848'---CHILCOOT 1934 NO 1---, CEMENTED IN SOLID ROCK, 37.12 FT. FROM
 QA0848'STATION MARK 86 DEGREES 56 MINUTES SW.
 QA0848'
 QA0848'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---,
 QA0848'---CHILCOOT 1934 NO 2---, CEMENTED IN SOLID ROCK, 27.30 FT. DISTANT
 QA0848'FROM STATION MARK 47 DEGREES 54 MINUTES NW.
 QA0848'
 QA0848'NOTE BY USGS, 1953--STATION FOUND AS DESCRIBED EXCEPT THAT STATION
 QA0848'MARK AND REFERENCE MARKS ARE STAMPED---1935---.
 QA0848'
 QA0848'LOOKOUT HOUSE IS 29.86 FT. FROM STATION MARK 12 DEGREES
 QA0848'05 MINUTES 30 SECONDS NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0774 ***********************************************************************
 PZ0774  DESIGNATION -  CHILLY
 PZ0774  PID         -  PZ0774
 PZ0774  STATE/COUNTY-  ID/CUSTER
 PZ0774  USGS QUAD   -  ELKHORN CREEK (1967)
 PZ0774
 PZ0774                         *CURRENT SURVEY CONTROL
 PZ0774  ___________________________________________________________________
 PZ0774* NAD 83(1992)-  44 05 54.85385(N)    113 51 31.19267(W)     ADJUSTED  
 PZ0774* NAVD 88     -      1938.7    (meters)    6361.     (feet)  VERTCON   
 PZ0774  ___________________________________________________________________
 PZ0774  LAPLACE CORR-          13.09  (seconds)                    DEFLEC99
 PZ0774  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 PZ0774
 PZ0774  HORZ ORDER  -  FIRST
 PZ0774
 PZ0774.The horizontal coordinates were established by classical geodetic methods
 PZ0774.and adjusted by the National Geodetic Survey in July 1992..
 PZ0774
 PZ0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0774
 PZ0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0774
 PZ0774.The geoid height was determined by GEOID03.
 PZ0774
 PZ0774;                    North         East     Units Scale Factor Converg.
 PZ0774;SPC ID C     -   270,156.819   511,316.592   MT  0.99994894   +0 05 54.1
 PZ0774;UTM  12      - 4,886,794.887   271,185.769   MT  1.00024397   -1 59 24.7
 PZ0774
 PZ0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0774!SPC ID C     -   0.99969790  x   0.99994894  =   0.99964685
 PZ0774!UTM  12      -   0.99969790  x   1.00024397  =   0.99994179
 PZ0774
 PZ0774|---------------------------------------------------------------------|
 PZ0774| PID    Reference Object                     Distance      Geod. Az  |
 PZ0774|                                                           dddmmss.s |
 PZ0774| PZ0773 HIGHWAY 93A MARK                      6.907 METERS 12221     |
 PZ0774| CN4121 CHILLY RM 1                           7.640 METERS 21222     |
 PZ0774| CN4120 HIGHWAY 93A MARK AZ MK                             3074703.1 |
 PZ0774|---------------------------------------------------------------------|
 PZ0774
 PZ0774                          SUPERSEDED SURVEY CONTROL
 PZ0774
 PZ0774  NAD 83(1986)-  44 05 54.85184(N)    113 51 31.18593(W) AD(       ) 1
 PZ0774  NAD 27      -  44 05 55.15415(N)    113 51 28.06390(W) AD(       ) 1
 PZ0774  NGVD 29 (07/19/86) 1937.3    (m)         6356.     (f) VERT ANG       
 PZ0774
 PZ0774.Superseded values are not recommended for survey control.
 PZ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0774.See file dsdata.txt to determine how the superseded data were derived.
 PZ0774
 PZ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP7118686795(NAD 83)
 PZ0774_MARKER: DS = TRIANGULATION STATION DISK
 PZ0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PZ0774
 PZ0774  HISTORY     - Date     Condition        Report By
 PZ0774  HISTORY     - 1965     MONUMENTED       CGS
 PZ0774  HISTORY     - 1967     MARK NOT FOUND   USGS
 PZ0774
 PZ0774                          STATION DESCRIPTION
 PZ0774
 PZ0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JJL)
 PZ0774'THE STATION IS LOCATED ABOUT 18 MILES NORTHWEST OF MACKAY, 1-1/2
 PZ0774'MILES NORTHEAST OF CHILLY AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 PZ0774'
 PZ0774'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY ALTERNATE
 PZ0774'93 AND MAIN STREET IN MACKAY, GO NORTHWEST ON U.S. HIGHWAY
 PZ0774'ALTERNATE 93 FOR 15.5 MILES TO A SIDE ROAD LEFT AND SIGN TRAIL
 PZ0774'CREEK ROAD.  CONTINUE NORTHWEST ON U.S. HIGHWAY ALTERNATE 93 FOR
 PZ0774'2.6 MILES TO THE STATION ON THE LEFT, SOUTHWEST, SIDE OF THE
 PZ0774'HIGHWAY.
 PZ0774'
 PZ0774'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 PZ0774'U.S. HIGHWAY ALTERNATE 93 FOR 0.6 MILE TO THE MARK ON THE RIGHT,
 PZ0774'NORTHEAST, SIDE OF THE HIGHWAY.
 PZ0774'
 PZ0774'THE STATION MARK, STAMPED CHILLY 1965, IS A STANDARD DISK SET
 PZ0774'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 1 FOOT
 PZ0774'IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 52 FEET SOUTHWEST
 PZ0774'OF THE CENTER OF THE HIGHWAY AND 4.3 FEET EAST OF A WITNESS
 PZ0774'POST.
 PZ0774'
 PZ0774'REFERENCE MARK NO. 1, STAMPED CHILLY NO 1 1965, IS A
 PZ0774'STANDARD DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 PZ0774'THAT IS 1 FOOT IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 76 FEET
 PZ0774'SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 22.1 FEET SOUTH
 PZ0774'OF THE WITNESS POST.
 PZ0774'
 PZ0774'REFERENCE MARK NO. 2, UNSTAMPED, IS AN IDAHO DEPARTMENT OF
 PZ0774'PUBLIC WORKS DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 PZ0774'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 51 FEET SOUTHWEST OF THE
 PZ0774'CENTER OF THE HIGHWAY AND 25.9 FEET EAST-SOUTHEAST OF THE
 PZ0774'WITNESS POST.
 PZ0774'
 PZ0774'IT IS 33.81 FEET OR 10.305 METERS BETWEEN THE REFERENCE MARKS.
 PZ0774'
 PZ0774'THE AZIMUTH MARK, UNSTAMPED, IS AN IDAHO DEPARTMENT OF
 PZ0774'PUBLIC WORKS DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 PZ0774'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 49 FEET NORTHEAST OF
 PZ0774'THE CENTER OF THE HIGHWAY AND 2.2 FEET WEST OF A WITNESS POST.
 PZ0774
 PZ0774                          STATION RECOVERY (1967)
 PZ0774
 PZ0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PZ0774'NOT RECOVERED.
 PZ0774'
 PZ0774'STATION MARK--A STANDARD DISK STAMPED ---CHILLY 1965---, SET IN
 PZ0774'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0775 ***********************************************************************
 PZ0775  DESIGNATION -  CHILLY RESET
 PZ0775  PID         -  PZ0775
 PZ0775  STATE/COUNTY-  ID/CUSTER
 PZ0775  USGS QUAD   -  CHILLY BUTTES (1967)
 PZ0775
 PZ0775                         *CURRENT SURVEY CONTROL
 PZ0775  ___________________________________________________________________
 PZ0775* NAD 83(1992)-  44 04 34.23998(N)    113 54 06.89799(W)     ADJUSTED  
 PZ0775* NAVD 88     -      2099.5    (meters)    6888.     (feet)  VERTCON   
 PZ0775  ___________________________________________________________________
 PZ0775  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 PZ0775  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 PZ0775
 PZ0775  HORZ ORDER  -  THIRD
 PZ0775
 PZ0775.The horizontal coordinates were established by classical geodetic methods
 PZ0775.and adjusted by the National Geodetic Survey in July 1992..
 PZ0775
 PZ0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0775
 PZ0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0775
 PZ0775.The geoid height was determined by GEOID03.
 PZ0775
 PZ0775;                    North         East     Units Scale Factor Converg.
 PZ0775;SPC ID C     -   267,663.769   507,856.450   MT  0.99994813   +0 04 05.6
 PZ0775;UTM  12      - 4,884,428.846   267,636.000   MT  1.00026411   -2 01 10.3
 PZ0775
 PZ0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0775!SPC ID C     -   0.99967272  x   0.99994813  =   0.99962086
 PZ0775!UTM  12      -   0.99967272  x   1.00026411  =   0.99993674
 PZ0775
 PZ0775|---------------------------------------------------------------------|
 PZ0775| PID    Reference Object                     Distance      Geod. Az  |
 PZ0775|                                                           dddmmss.s |
 PZ0775| CN4123 CHILLY RM 1                           2.926 METERS 00258     |
 PZ0775| OY1001 PORPHYRY                            APPROX.16.7 KM 1943740.2 |
 PZ0775| CN4124 CHILLY RM 2 CROSS                     3.505 METERS 23907     |
 PZ0775|---------------------------------------------------------------------|
 PZ0775
 PZ0775                          SUPERSEDED SURVEY CONTROL
 PZ0775
 PZ0775  NAD 83(1986)-  44 04 34.23819(N)    113 54 06.89078(W) AD(       ) 3
 PZ0775  NAD 27      -  44 04 34.54493(N)    113 54 03.75587(W) AD(       ) 3
 PZ0775  NGVD 29 (07/19/86) 2098.2    (m)         6884.     (f) VERT ANG       
 PZ0775
 PZ0775.Superseded values are not recommended for survey control.
 PZ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0775.See file dsdata.txt to determine how the superseded data were derived.
 PZ0775
 PZ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP6763684429(NAD 83)
 PZ0775_MARKER: X = CHISELED CROSS
 PZ0775_SETTING: 80 = SET IN A BOULDER
 PZ0775_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PZ0775
 PZ0775  HISTORY     - Date     Condition        Report By
 PZ0775  HISTORY     - 1915     MONUMENTED       USGS
 PZ0775  HISTORY     - 1959     GOOD             USGS
 PZ0775  HISTORY     - 1967     GOOD             USGS
 PZ0775
 PZ0775                          STATION DESCRIPTION
 PZ0775
 PZ0775'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 PZ0775'STATION MARK--CHISELED CROSS, HOLE WITH TWO LARGE NAILS CENTERED
 PZ0775'UNDER SMALL ROCK MONUMENT.
 PZ0775'
 PZ0775'RM 1--STANDARD BM TABLET, UNSTAMPED, IN SOLID ROCK N.
 PZ0775
 PZ0775                          STATION RECOVERY (1959)
 PZ0775
 PZ0775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 PZ0775'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 PZ0775'
 PZ0775'LOCATED ABOUT 16.5 MI NW. OF MT. MCCALEB, ABOUT 7.5 MI SE. OF
 PZ0775'BORAH PEAK, ABOUT 1.5 MI NNW. OF CHILLY POST OFFICE.  IN CENTER
 PZ0775'OF HIGHEST AND LARGEST OF TWO BUTTES KNOWN LOCALLY AS CHILLY
 PZ0775'BUTTES.
 PZ0775'
 PZ0775'TO REACH FROM CHILLY POST OFFICE, DRIVE 0.3 MI N. TO X-RDS.  TURN
 PZ0775'LEFT PAST SIGN SUN VALLEY 36 1.4 MI TO T-RD.  TURN RIGHT 0.6 MI
 PZ0775'TO T-RD. LEFT.  TURN LEFT 0.4 MI TO SADDLE.  TURN RIGHT CROSS-
 PZ0775'COUNTRY TO BASE OF BUTTE.  A 15-MIN. PACK.
 PZ0775'
 PZ0775'STATION MARK--STANDARD TABLET STAMPED---CHILLY 1915-1959,---SET IN
 PZ0775'ROCK OUTCROP IN EXACT LOCATION OF 1915 CHISELED CROSS.
 PZ0775'
 PZ0775'RM 1--STANDARD ALUMINUM TABLET, UNSTAMPED, IN SOLID ROCK.
 PZ0775'
 PZ0775'RM 2--CHISELED CROSS IN ROCK OUTCROP WSW.
 PZ0775
 PZ0775                          STATION RECOVERY (1967)
 PZ0775
 PZ0775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PZ0775'DESCRIBED.  RM 2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0995 ***********************************************************************
 OZ0995  DESIGNATION -  CHIMNEY
 OZ0995  PID         -  OZ0995
 OZ0995  STATE/COUNTY-  ID/CAMAS
 OZ0995  USGS QUAD   -  DEER MTN (1963)
 OZ0995
 OZ0995                         *CURRENT SURVEY CONTROL
 OZ0995  ___________________________________________________________________
 OZ0995* NAD 83(1992)-  43 23 15.91368(N)    115 04 12.70874(W)     ADJUSTED  
 OZ0995* NAVD 88     -      2184.2    (meters)    7166.     (feet)  VERTCON   
 OZ0995  ___________________________________________________________________
 OZ0995  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 OZ0995  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 OZ0995
 OZ0995  HORZ ORDER  -  FIRST
 OZ0995
 OZ0995.The horizontal coordinates were established by classical geodetic methods
 OZ0995.and adjusted by the National Geodetic Survey in July 1992..
 OZ0995
 OZ0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0995
 OZ0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0995
 OZ0995.The geoid height was determined by GEOID03.
 OZ0995
 OZ0995;                    North         East     Units Scale Factor Converg.
 OZ0995;SPC ID C     -   191,730.701   413,290.128   MT  1.00003982   -0 44 06.7
 OZ0995;UTM  11      - 4,805,684.206   656,304.066   MT  0.99990053   +1 19 33.3
 OZ0995
 OZ0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0995!SPC ID C     -   0.99965984  x   1.00003982  =   0.99969965
 OZ0995!UTM  11      -   0.99965984  x   0.99990053  =   0.99956041
 OZ0995
 OZ0995:                Primary Azimuth Mark                     Grid Az
 OZ0995:SPC ID C     -  COUCH                                    060 57 19.2
 OZ0995:UTM  11      -  COUCH                                    058 53 39.2
 OZ0995
 OZ0995|---------------------------------------------------------------------|
 OZ0995| PID    Reference Object                     Distance      Geod. Az  |
 OZ0995|                                                           dddmmss.s |
 OZ0995| OZ0975 COUCH                               APPROX.26.7 KM 0601312.5 |
 OZ0995| CD4435 CHIMNEY RM 1                         13.745 METERS 14246     |
 OZ0995| CD4436 CHIMNEY RM 2                         13.522 METERS 22458     |
 OZ0995|---------------------------------------------------------------------|
 OZ0995
 OZ0995                          SUPERSEDED SURVEY CONTROL
 OZ0995
 OZ0995  NAD 83(1986)-  43 23 15.91302(N)    115 04 12.70586(W) AD(       ) 1
 OZ0995  NAD 27      -  43 23 16.28400(N)    115 04 09.44900(W) AD(       ) 1
 OZ0995  NGVD 29 (07/19/86) 2183.0    (m)         7162.     (f) VERT ANG       
 OZ0995
 OZ0995.Superseded values are not recommended for survey control.
 OZ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0995.See file dsdata.txt to determine how the superseded data were derived.
 OZ0995
 OZ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ5630405684(NAD 83)
 OZ0995_MARKER: DS = TRIANGULATION STATION DISK
 OZ0995_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0995_SP_SET: SET IN ROCK OUTCROP
 OZ0995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0995+STABILITY: POSITION/ELEVATION WELL
 OZ0995
 OZ0995  HISTORY     - Date     Condition        Report By
 OZ0995  HISTORY     - 1935     MONUMENTED       CGS
 OZ0995  HISTORY     - 1935     GOOD             CGS
 OZ0995  HISTORY     - 1970     GOOD             USGS
 OZ0995  HISTORY     - 1978     GOOD             LOCENG
 OZ0995
 OZ0995                          STATION DESCRIPTION
 OZ0995
 OZ0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 OZ0995'ABOUT 7-1/2 MILES, AIRLINE, NORTHWEST OF CORRAL IN THE VICINITY
 OZ0995'OF THE SECTION LINE OF SECS. 30 AND 31, T. 1 N., R. 12 E.,
 OZ0995'ABOUT 1/2 MILE EAST OF THE ELMORE-CAMAS COUNTY LINE, ON THE
 OZ0995'HIGHEST HILL AT THE HEAD OF CHIMNEY CREEK.
 OZ0995'
 OZ0995'TO REACH FROM CORRAL, GO WEST ON THE HIGHWAY FOR ABOUT 1-1/4
 OZ0995'MILES TO NORTH-SOUTH TOWNSHIP ROAD, TURN NORTH AND GO 2 MILES
 OZ0995'TO THE BASE LINE ROAD, TURN WEST AND GO ABOUT 1/2 MILE, THENCE
 OZ0995'FOLLOW ROAD IN GENERAL DIRECTION NORTHWEST FOR 4 MILES TO
 OZ0995'BEST APPROACH TO STATION MOUNTAIN OR HILL.  ABOUT 1-1/2 HOUR
 OZ0995'ADDITIONAL BACK PACK.
 OZ0995'
 OZ0995'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OZ0995'IN BOULDERS AS DESCRIBED.
 OZ0995'
 OZ0995'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 OZ0995
 OZ0995                          STATION RECOVERY (1935)
 OZ0995
 OZ0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 OZ0995'THREE MILES NORTH OF HILL CITY ON THE HIGHEST POINT OF THE
 OZ0995'NEAREST MOUNTAIN.
 OZ0995'
 OZ0995'TO REACH FROM HILL CITY, GO NORTH 2.7 MILES ON ROAD WHICH
 OZ0995'LEAVES MAIN HIGHWAY 0.1 MILE EAST OF THE DEPOT (IN LANE AND
 OZ0995'ALONG TELEPHONE LINE), TURN LEFT AND GO 0.9 MILE, TURN RIGHT OUT
 OZ0995'OF LANE AND PASS THROUGH WIRE GATE, (THIS POINT IS JUST BEFORE
 OZ0995'CROSSING SMALL BRIDGE).  CONTINUE ON THIS ROAD 0.5 MILE, TAKE
 OZ0995'RIGHT FORK AND GO 0.2 MILE, TAKE RIGHT FORK AND GO 2.1 MILES,
 OZ0995'KEEP RIGHT, AND GO 0.4 MILE, TURN RIGHT OFF MAIN GRADE AND
 OZ0995'TAKE ROAD EAST UP THE STEEP SLOPE, FOR 0.2 MILE TO SUMMIT OF
 OZ0995'RIDGE, TURN RIGHT AND DRIVE CROSS COUNTRY UP THE SLOPE AS FAR
 OZ0995'AS PRACTICABLE (0.2 MILE) AND END OF TRUCK TRAVEL.  CONTINUE
 OZ0995'ON FOOT UP THE SLOPE TO THE SOUTHEAST, THENCE ALONG THE
 OZ0995'CREST EASTWARD TO STATION.
 OZ0995'
 OZ0995'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OZ0995'AS DESCRIBED.
 OZ0995
 OZ0995                          STATION RECOVERY (1970)
 OZ0995
 OZ0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OZ0995'INSTRUMENT STAND 4.6 FT ABOVE STATION MARK.
 OZ0995'
 OZ0995'ALL MARKS IN GOOD CONDITION.
 OZ0995'
 OZ0995'REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 OZ0995'
 OZ0995'STATION MARK--A STANDARD USC AND GS BRONZE DISK STAMPED CHIMNEY
 OZ0995'1935 CEMENTED IN ROCK OUTCROP.
 OZ0995'
 OZ0995'REFERENCE MARK NO. 1--A STANDARD USC AND GS DISK STAMPED R.M.
 OZ0995'NO 1 1935 CEMENTED IN ROCK OUTCROP.
 OZ0995'
 OZ0995'REFERENCE MARK NO. 2--A STANDARD USC AND GS TABLET STAMPED R.M.
 OZ0995'NO 2 1935 CEMENTED IN ROCK OUTCROP.
 OZ0995
 OZ0995                          STATION RECOVERY (1978)
 OZ0995
 OZ0995'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (JJP)
 OZ0995'CHIMNEY 1935 RECOVERED EXCELLENT.
 OZ0995'
 OZ0995'CHIMNEY NO--1 1935 RECOVERED EXCELLENT.
 OZ0995'
 OZ0995'CHIMNEY NO--2 1935 RECOVERED GOOD.  ROCK HAS CRACKED AND 1/3 OF
 OZ0995'SURFACE MORTAR IS GONE.  HOWEVER, MARK IS FIRM.
 OZ0995'
 OZ0995'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.  NEEDS NEW
 OZ0995'TO REACH INSTRUCTIONS.  STATION WAS REACHED ON FOOT, BUT IT IS
 OZ0995'POSSIBLE TO DRIVE WITHIN 1/2 MILE OF STATION IN SEASON.  HOWEVER,
 OZ0995'IN MOST RECENT DESCRIPTION, PART OF ROAD AFTER GOING THROUGH WIRE
 OZ0995'GATE IS NO LONGER PASSABLE.
 OZ0995'
 OZ0995'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2 MILES (AIRLINE)
 OZ0995'NORTH OF HILL CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1100 ***********************************************************************
 TO1100  DESIGNATION -  CHIMNEY ROCK MIDDLE CAIRN
 TO1100  PID         -  TO1100
 TO1100  STATE/COUNTY-  ID/BOUNDARY
 TO1100  USGS QUAD   -  MOUNT ROOTHAAN (1992)
 TO1100
 TO1100                         *CURRENT SURVEY CONTROL
 TO1100  ___________________________________________________________________
 TO1100* NAD 83(1992)-  48 37 08.70472(N)    116 41 51.83406(W)     ADJUSTED  
 TO1100* NAVD 88     -                                                        
 TO1100  ___________________________________________________________________
 TO1100  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 TO1100  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 TO1100
 TO1100  HORZ ORDER  -  THIRD
 TO1100
 TO1100.The horizontal coordinates were established by classical geodetic methods
 TO1100.and adjusted by the National Geodetic Survey in July 1992..
 TO1100
 TO1100
 TO1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1100
 TO1100.The geoid height was determined by GEOID03.
 TO1100
 TO1100;                    North         East     Units Scale Factor Converg.
 TO1100;SPC ID W     -   773,036.104   730,130.551   MT  0.99999329   -0 42 40.1
 TO1100;UTM  11      - 5,385,156.725   522,276.757   MT  0.99960610   +0 13 36.5
 TO1100
 TO1100                          SUPERSEDED SURVEY CONTROL
 TO1100
 TO1100  NAD 83(1986)-  48 37 08.70908(N)    116 41 51.83124(W) AD(       ) 4
 TO1100  NAD 27      -  48 37 08.97490(N)    116 41 48.08203(W) AD(       ) 3
 TO1100
 TO1100.Superseded values are not recommended for survey control.
 TO1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1100.See file dsdata.txt to determine how the superseded data were derived.
 TO1100
 TO1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP2227785157(NAD 83)
 TO1100
 TO1100  HISTORY     - Date     Condition        Report By
 TO1100  HISTORY     - 1964     MONUMENTED       CGS
 TO1100
 TO1100                          STATION DESCRIPTION
 TO1100
 TO1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO1100'STATION IS THE CENTER ONE OF THREE IDENTICAL CAIRNS, LOCATED
 TO1100'ON THE HIGHEST POINT OF CHIMNEY ROCK, ABOUT 24 MILES
 TO1100'NORTH-NORTHWEST OF SAND POINT AND 18 MILES WEST-SOUTHWEST
 TO1100'OF BONNERS FERRY.  IT IS ABOUT 10 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1821 ***********************************************************************
 RZ1821  DESIGNATION -  CHINA
 RZ1821  PID         -  RZ1821
 RZ1821  STATE/COUNTY-  ID/NEZ PERCE
 RZ1821  USGS QUAD   -  FRYE POINT (1968)
 RZ1821
 RZ1821                         *CURRENT SURVEY CONTROL
 RZ1821  ___________________________________________________________________
 RZ1821* NAD 83(1992)-  46 00 00.45276(N)    116 49 59.88088(W)     ADJUSTED  
 RZ1821* NAVD 88     -      1474.8    (meters)    4839.     (feet)  VERTCON   
 RZ1821  ___________________________________________________________________
 RZ1821  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 RZ1821  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 RZ1821
 RZ1821  HORZ ORDER  -  FIRST
 RZ1821
 RZ1821.The horizontal coordinates were established by classical geodetic methods
 RZ1821.and adjusted by the National Geodetic Survey in July 1992..
 RZ1821
 RZ1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1821
 RZ1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1821
 RZ1821.The geoid height was determined by GEOID03.
 RZ1821
 RZ1821;                    North         East     Units Scale Factor Converg.
 RZ1821;SPC ID W     -   482,024.928   716,089.941   MT  1.00001986   -0 46 45.5
 RZ1821;SPC WA S     -    80,714.483   783,922.177   MT  0.99996636   +2 39 48.5
 RZ1821;SPC WA S     -   264,810.77  2,571,918.01   sFT  0.99996636   +2 39 48.5
 RZ1821;SPC OR N     -   265,753.047 2,783,936.526   MT  1.00000003   +2 36 01.3
 RZ1821;SPC OR N     -   871,893.20  9,133,650.02   iFT  1.00000003   +2 36 01.3
 RZ1821;UTM  11      - 5,094,074.973   512,907.918   MT  0.99960205   +0 07 11.7
 RZ1821
 RZ1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1821!SPC ID W     -   0.99977150  x   1.00001986  =   0.99979136
 RZ1821!SPC WA S     -   0.99977150  x   0.99996636  =   0.99973787
 RZ1821!SPC OR N     -   0.99977150  x   1.00000003  =   0.99977153
 RZ1821!UTM  11      -   0.99977150  x   0.99960205  =   0.99937364
 RZ1821
 RZ1821:                Primary Azimuth Mark                     Grid Az
 RZ1821:SPC ID W     -  CHINA AZ MK                              018 34 08.6
 RZ1821:SPC WA S     -  CHINA AZ MK                              015 07 34.6
 RZ1821:SPC OR N     -  CHINA AZ MK                              015 11 21.8
 RZ1821:UTM  11      -  CHINA AZ MK                              017 40 11.4
 RZ1821
 RZ1821|---------------------------------------------------------------------|
 RZ1821| PID    Reference Object                     Distance      Geod. Az  |
 RZ1821|                                                           dddmmss.s |
 RZ1821| CH7102 CHINA AZ MK                                        0174723.1 |
 RZ1821| CH7103 CHINA RM 1                            5.740 METERS 04841     |
 RZ1821| CH7104 CHINA RM 2                            5.570 METERS 30500     |
 RZ1821|---------------------------------------------------------------------|
 RZ1821
 RZ1821                          SUPERSEDED SURVEY CONTROL
 RZ1821
 RZ1821  NAD 83(1991)-  46 00 00.45317(N)    116 49 59.88095(W) AD(       ) 1
 RZ1821  NAD 83(1986)-  46 00 00.45509(N)    116 49 59.87861(W) AD(       ) 1
 RZ1821  NAD 27      -  46 00 00.90643(N)    116 49 56.35392(W) AD(       ) 1
 RZ1821  NGVD 29 (07/19/86) 1473.7    (m)         4835.     (f) VERT ANG       
 RZ1821
 RZ1821.Superseded values are not recommended for survey control.
 RZ1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1821.See file dsdata.txt to determine how the superseded data were derived.
 RZ1821
 RZ1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1290894075(NAD 83)
 RZ1821_MARKER: Z = SEE DESCRIPTION
 RZ1821_SETTING: 0 = UNSPECIFIED SETTING
 RZ1821
 RZ1821  HISTORY     - Date     Condition        Report By
 RZ1821  HISTORY     - 1945     MONUMENTED       CGS
 RZ1821
 RZ1821                          STATION DESCRIPTION
 RZ1821
 RZ1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RZ1821'THE STATION IS LOCATED ON A GRASSY KNOLL THAT HAS TREES ON
 RZ1821'ITS E SLOPE, 15 MILES SSE OF WAHA, 13 MILES SSW OF FOREST,
 RZ1821'4 MILES NE OF THE SNAKE RIVER, AND 3 MILES NE OF THE SALMON RIVER.
 RZ1821'IT IS ON THE DIVIDE BETWEEN CHINA CREEK AND SNAKE RIVER.
 RZ1821'
 RZ1821'STATION MARK IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 RZ1821'CAST-IRON SOIL PIPE THAT PROJECTS 6 INCHES.  IT IS STAMPED
 RZ1821'CHINA 1945.
 RZ1821'
 RZ1821'REFERENCE MARK 1 IS A BRONZE DISK BRAZED TO THE TOP OF A
 RZ1821'3-INCH CAST-IRON SOIL PIPE THAT PROJECTS 8 INCHES.  IT IS
 RZ1821'STAMPED CHINA NO 1 1945.
 RZ1821'
 RZ1821'REFERENCE MARK 2 IS A BRONZE DISK BRAZED TO THE TOP OF A 3-INCH
 RZ1821'CAST-IRON SOIL PIPE THAT PROJECTS 8 INCHES.  IT IS STAMPED
 RZ1821'CHINA NO 2 1945.
 RZ1821'
 RZ1821'AZIMUTH MARK IS SET FLUSH WITH THE GROUND AND IS ON THE E SLOPE
 RZ1821'OF A GRASSY KNOLL.  IT IS 102 FEET W OF THE CENTER LINE OF THE
 RZ1821'ROAD AND 2 FEET S OF A CAIRN.  IT IS A BRONZE AZIMUTH DISK IN
 RZ1821'OUTCROPPING BEDROCK AND IS STAMPED CHINA 1945.
 RZ1821'
 RZ1821'TO REACH FROM THE POST OFFICE IN FOREST, GO W FOR 0.1 MILE TO
 RZ1821'FORKS, TAKE LEFT FORK FOR 1.25 MILES TO A FORK JUST BEFORE
 RZ1821'REACHING A LABOR CAMP.  TAKE RIGHT FORK AND GO 0.7 MILE TO ANOTHER
 RZ1821'FORK, KEEP RIGHT FORK AND GO 2.7 MILES TO A RESERVOIR ON THE
 RZ1821'LEFT.  CONTINUE W ON MAIN ROAD FOR 2.95 MILES TO A ROAD LEFT
 RZ1821'(0.15 MILE BEYOND AN OLD SAWMILL ON THE RIGHT).  TURN LEFT AND
 RZ1821'GO 2.45 MILES TO A FORKS, TAKE RIGHT FORK FOR 1.55 MILES TO
 RZ1821'A T-ROAD LEFT.  CONTINUE STRAIGHT AHEAD AND FOLLOW MAIN
 RZ1821'TRAVELED ROAD FOR 7 MILES TO STATION BIG PINE ON RIGHT.
 RZ1821'(CANYON BECOMES VISIBLE AT THIS POINT.) CONTINUE ON MAIN
 RZ1821'TRAVELED ROAD FOR 4.7 MILES TO A LARGE PINE TREE WITH A
 RZ1821'TRIANGULAR BLAZE ON THE RIGHT AND END OF TRUCK TRAVEL.  FROM
 RZ1821'THIS POINT PACK UP SLOPE S TO TOP OF KNOLL AND THE STATION.
 RZ1821'A 10-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1377 ***********************************************************************
 RA1377  DESIGNATION -  CHINA BAR
 RA1377  PID         -  RA1377
 RA1377  STATE/COUNTY-  ID/NEZ PERCE
 RA1377  USGS QUAD   -  RATTLESNAKE RIDGE (1963)
 RA1377
 RA1377                         *CURRENT SURVEY CONTROL
 RA1377  ___________________________________________________________________
 RA1377* NAD 83(1992)-  45 58 21.02697(N)    116 43 52.17943(W)     ADJUSTED  
 RA1377* NAVD 88     -       327.3    (meters)    1074.     (feet)  VERTCON   
 RA1377  ___________________________________________________________________
 RA1377  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 RA1377  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 RA1377
 RA1377  HORZ ORDER  -  SECOND
 RA1377
 RA1377.The horizontal coordinates were established by classical geodetic methods
 RA1377.and adjusted by the National Geodetic Survey in July 1992..
 RA1377
 RA1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1377
 RA1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1377
 RA1377.The geoid height was determined by GEOID03.
 RA1377
 RA1377;                    North         East     Units Scale Factor Converg.
 RA1377;SPC ID W     -   478,852.807   723,963.592   MT  1.00000438   -0 42 19.8
 RA1377;SPC OR N     -   263,050.557 2,791,983.331   MT  0.99999313   +2 40 22.1
 RA1377;SPC OR N     -   863,026.76  9,160,050.30   iFT  0.99999313   +2 40 22.1
 RA1377;SPC WA S     -    78,021.056   791,971.771   MT  0.99997135   +2 44 15.6
 RA1377;SPC WA S     -   255,974.08  2,598,327.39   sFT  0.99997135   +2 44 15.6
 RA1377;UTM  11      - 5,091,028.025   520,827.135   MT  0.99960533   +0 11 35.9
 RA1377
 RA1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1377!SPC ID W     -   0.99995134  x   1.00000438  =   0.99995572
 RA1377!SPC OR N     -   0.99995134  x   0.99999313  =   0.99994447
 RA1377!SPC WA S     -   0.99995134  x   0.99997135  =   0.99992269
 RA1377!UTM  11      -   0.99995134  x   0.99960533  =   0.99955669
 RA1377
 RA1377|---------------------------------------------------------------------|
 RA1377| PID    Reference Object                     Distance      Geod. Az  |
 RA1377|                                                           dddmmss.s |
 RA1377| CH7105 CHINA BAR RM 1                       15.267 METERS 18310     |
 RA1377| RA0476 W 319                                16.392 METERS 22328     |
 RA1377| RA1403 WOP AZ MK                           APPROX. 7.4 KM 2283455.9 |
 RA1377| RA1376 CHINA CREEK                         APPROX. 0.7 KM 2801342.0 |
 RA1377|---------------------------------------------------------------------|
 RA1377
 RA1377                          SUPERSEDED SURVEY CONTROL
 RA1377
 RA1377  NAD 83(1991)-  45 58 21.02755(N)    116 43 52.17872(W) AD(       ) 2
 RA1377  NAD 83(1986)-  45 58 21.02870(N)    116 43 52.17760(W) AD(       ) 2
 RA1377  NAD 27      -  45 58 21.47041(N)    116 43 48.66674(W) AD(       ) 2
 RA1377  NGVD 29 (07/19/86)  326.2    (m)         1070.     (f) VERT ANG       
 RA1377
 RA1377.Superseded values are not recommended for survey control.
 RA1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1377.See file dsdata.txt to determine how the superseded data were derived.
 RA1377
 RA1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2082791028(NAD 83)
 RA1377_MARKER: Z = SEE DESCRIPTION
 RA1377_SETTING: 0 = UNSPECIFIED SETTING
 RA1377
 RA1377  HISTORY     - Date     Condition        Report By
 RA1377  HISTORY     - 1945     MONUMENTED       CGS
 RA1377  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RA1377
 RA1377                          STATION DESCRIPTION
 RA1377
 RA1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1377'STATION IS LOCATED ABOUT 50 MILES S OF LEWISTON, ON THE N BANK
 RA1377'OF THE SALMON RIVER, ABOUT 6 MILES E OF ITS MOUTH, IN THE
 RA1377'DOWNSTREAM V FORMED WHERE CHINA CREEK EMPTIES INTO THE SALMON
 RA1377'RIVER.
 RA1377'
 RA1377'STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN A
 RA1377'1- BY 1-1/2-FOOT BOULDER PROJECTING ABOUT 1 FOOT AND IS ABOUT 65
 RA1377'FEET W OF CHINA CREEK.  IT IS ABOUT 200 FEET N OF THE SALMON
 RA1377'RIVER.  STAMPED CHINA BAR 1945.
 RA1377'
 RA1377'NO UNDERGROUND MARK WAS SET.
 RA1377'
 RA1377'TO REACH THE STATION FROM WAHA, TAKE THE ROAD S (NOT THE ONE
 RA1377'BETWEEN THE BUILDINGS) UPGRADE FOR 0.7 MILE TO A FORK.  TAKE LEFT
 RA1377'FORK AND CONTINUE 0.6 MILE TO FORK AND SIGN SOLDERS MEADOW.  TAKE
 RA1377'RIGHT FORK, AS PER SIGN, AND CONTINUE 0.5 MILE TO FORK AND CABIN
 RA1377'ON RIGHT.  TAKE RIGHT FORK AND CONTINUE UPGRADE 4.2 MILES TO
 RA1377'ROAD INTERSECTION AND SIGN DEER CREEK SAWMILL 5.  TURN RIGHT, AS
 RA1377'PER SIGN, AND CONTINUE 2.3 MILES TO ROAD INTERSECTION AND SIGN
 RA1377'DEER CREEK SAWMILL 3.  TURN RIGHT AND CONTINUE ON ROAD 1.5
 RA1377'MILES TO INTERSECTION.  TAKE RIGHT FORK AND CONTINUE 1.6 MILES
 RA1377'TO ROAD INTERSECTION AT SIGN COMEGYS.  TAKE RIGHT FORK AND
 RA1377'CONTINUE 5.7 MILES TO T-ROAD INTERSECTION (FRY POINT
 RA1377'JUNCTION).  TAKE RIGHT FORK, STRAIGHT AHEAD, AND CONTINUE S
 RA1377'5.6 MILES TO FORK (LEFT) LEADING TO CABIN AND CORRALS.  TAKE
 RA1377'RIGHT FORK AND CONTINUE S ALONG THE RIDGE 1.1 MILES TO THE
 RA1377'END OF ROAD AND END OF TRUCK TRAVEL.
 RA1377'
 RA1377'FROM THE END OF TRUCK TRAVEL TAKE THE OLD SKID ROAD S DOWN
 RA1377'CANYON FOR ABOUT 5 MILES TO THE OLD REEVES RANCH BUILDINGS.  AT
 RA1377'THE RANCH BUILDINGS TAKE TRAIL LEADING UP THE SALMON RIVER FOR
 RA1377'ABOUT 3 MILES TO CHINA CREEK AND THE STATION.
 RA1377'
 RA1377'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 RA1377'2-1/2- BY 3-FOOT BOULDER PROJECTING ABOUT 2 FEET AND IS ABOUT 3
 RA1377'FEET LOWER THAN THE STATION.  STAMPED CHINA BAR NO 1 1945.
 RA1377'
 RA1377'B.M. W 319 IS A BRONZE BENCH-MARK DISK SET IN A 2-1/2- BY
 RA1377'2-FOOT BOULDER PROJECTING ABOUT 8 INCHES AND IS ABOUT 2 FEET LOWER
 RA1377'THAN THE STATION.  IT IS STAMPED W 319 1945.
 RA1377'
 RA1377'STATION CHINA CR. MAY BE USED AS AZIMUTH MARK.
 RA1377
 RA1377                          STATION RECOVERY (1958)
 RA1377
 RA1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (BWS)
 RA1377'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1376 ***********************************************************************
 RA1376  DESIGNATION -  CHINA CREEK
 RA1376  PID         -  RA1376
 RA1376  STATE/COUNTY-  ID/NEZ PERCE
 RA1376  USGS QUAD   -  RATTLESNAKE RIDGE (1963)
 RA1376
 RA1376                         *CURRENT SURVEY CONTROL
 RA1376  ___________________________________________________________________
 RA1376* NAD 83(1992)-  45 58 25.02802(N)    116 44 23.99119(W)     ADJUSTED  
 RA1376* NAVD 88     -       473.0    (meters)    1552.     (feet)  VERTCON   
 RA1376  ___________________________________________________________________
 RA1376  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 RA1376  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 RA1376
 RA1376  HORZ ORDER  -  SECOND
 RA1376
 RA1376.The horizontal coordinates were established by classical geodetic methods
 RA1376.and adjusted by the National Geodetic Survey in July 1992..
 RA1376
 RA1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1376
 RA1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1376
 RA1376.The geoid height was determined by GEOID03.
 RA1376
 RA1376;                    North         East     Units Scale Factor Converg.
 RA1376;SPC ID W     -   478,984.802   723,280.324   MT  1.00000567   -0 42 42.7
 RA1376;SPC OR N     -   263,142.057 2,791,293.480   MT  0.99999340   +2 39 59.5
 RA1376;SPC OR N     -   863,326.96  9,157,787.01   iFT  0.99999340   +2 39 59.5
 RA1376;SPC WA S     -    78,111.774   791,281.832   MT  0.99997115   +2 43 52.5
 RA1376;SPC WA S     -   256,271.71  2,596,063.81   sFT  0.99997115   +2 43 52.5
 RA1376;UTM  11      - 5,091,149.237   520,142.155   MT  0.99960499   +0 11 13.0
 RA1376
 RA1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1376!SPC ID W     -   0.99992850  x   1.00000567  =   0.99993417
 RA1376!SPC OR N     -   0.99992850  x   0.99999340  =   0.99992190
 RA1376!SPC WA S     -   0.99992850  x   0.99997115  =   0.99989966
 RA1376!UTM  11      -   0.99992850  x   0.99960499  =   0.99953352
 RA1376
 RA1376:                Primary Azimuth Mark                     Grid Az
 RA1376:SPC ID W     -  CHINA BAR                                100 56 01.8
 RA1376:SPC OR N     -  CHINA BAR                                097 33 19.6
 RA1376:SPC WA S     -  CHINA BAR                                097 29 26.6
 RA1376:UTM  11      -  CHINA BAR                                100 02 06.1
 RA1376
 RA1376|---------------------------------------------------------------------|
 RA1376| PID    Reference Object                     Distance      Geod. Az  |
 RA1376|                                                           dddmmss.s |
 RA1376| RA1377 CHINA BAR                           APPROX. 0.7 KM 1001319.1 |
 RA1376| CH7106 CHINA CREEK RM 1                      3.340 METERS 17420     |
 RA1376| CH7107 CHINA CREEK RM 2                      3.559 METERS 28453     |
 RA1376|---------------------------------------------------------------------|
 RA1376
 RA1376                          SUPERSEDED SURVEY CONTROL
 RA1376
 RA1376  NAD 83(1991)-  45 58 25.02861(N)    116 44 23.99061(W) AD(       ) 2
 RA1376  NAD 83(1986)-  45 58 25.02977(N)    116 44 23.98942(W) AD(       ) 2
 RA1376  NAD 27      -  45 58 25.47153(N)    116 44 20.47508(W) AD(       ) 2
 RA1376  NGVD 29 (07/19/86)  471.9    (m)         1548.     (f) VERT ANG       
 RA1376
 RA1376.Superseded values are not recommended for survey control.
 RA1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1376.See file dsdata.txt to determine how the superseded data were derived.
 RA1376
 RA1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2014291149(NAD 83)
 RA1376_MARKER: Z = SEE DESCRIPTION
 RA1376_SETTING: 0 = UNSPECIFIED SETTING
 RA1376
 RA1376  HISTORY     - Date     Condition        Report By
 RA1376  HISTORY     - 1945     MONUMENTED       CGS
 RA1376  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RA1376
 RA1376                          STATION DESCRIPTION
 RA1376
 RA1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1376'STATION IS LOCATED ABOUT 50 MILES S OF LEWISTON, ON THE N BANK OF
 RA1376'THE SALMON RIVER, ABOUT 6 MILES E OF ITS MOUTH, ABOUT 1/2 MILE
 RA1376'W OF WHERE CHINA CREEK EMPTIES INTO THE SALMON RIVER, ON THE THIRD
 RA1376'BENCH OF A HOGBACK RIDGE ABOUT 1/4 MILE S OF CHINA CREEK, AND
 RA1376'ABOUT 150 FEET W OF WHERE THE RIDGE DROPS SHARPLY TOWARDS THE
 RA1376'RIVER.
 RA1376'
 RA1376'THE MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 RA1376'ABOUT 6 INCHES BELOW THE GROUND SURFACE AND ON THE CREST OF THE
 RA1376'RIDGE.  IT IS STAMPED CHINA CR 1945.
 RA1376'
 RA1376'NO UNDERGROUND MARK WAS SET.
 RA1376'
 RA1376'TO REACH THE STATION FROM WAHA, TAKE THE ROAD S (NOT THE ONE
 RA1376'BETWEEN THE BUILDINGS) UPGRADE FOR 0.7 MILE TO A FORK.  TAKE LEFT
 RA1376'FORK AND CONTINUE 0.6 MILE TO FORK AND SIGN SOLDERS MEADOW.  TAKE
 RA1376'RIGHT FORK, AS PER SIGN, AND CONTINUE 0.5 MILE TO FORK AND CABIN
 RA1376'ON RIGHT.  TAKE RIGHT FORK AND CONTINUE UPGRADE 4.2 MILES TO
 RA1376'ROAD INTERSECTION AND SIGN DEER CREEK SAWMILL 5.  TURN RIGHT, AS
 RA1376'PER SIGN, AND CONTINUE 2.3 MILES TO ROAD INTERSECTION AND SIGN
 RA1376'DEER CREEK SAWMILL 3.  TURN RIGHT AND CONTINUE ON ROAD 1.5
 RA1376'MILES TO INTERSECTION.  TAKE RIGHT FORK AND CONTINUE 1.6 MILES
 RA1376'TO ROAD INTERSECTION AT SIGN COMEGYS.  TAKE RIGHT FORK AND
 RA1376'CONTINUE 5.7 MILES TO T-ROAD INTERSECTION (FRY POINT
 RA1376'JUNCTION).  TAKE RIGHT FORK, STRAIGHT AHEAD, AND CONTINUE S
 RA1376'5.6 MILES TO FORK (LEFT) LEADING TO CABIN AND CORRALS.  TAKE
 RA1376'RIGHT FORK AND CONTINUE S ALONG THE RIDGE 1.1 MILES TO THE
 RA1376'END OF THE ROAD AND END OF TRUCK TRAVEL.
 RA1376'
 RA1376'FROM THE END OF TRUCK TRAVEL TAKE THE OLD SKID ROAD S DOWN
 RA1376'CANYON FOR ABOUT 5 MILES TO THE OLD REEVES RANCH BUILDINGS.  AT
 RA1376'THE RANCH BUILDINGS TAKE TRAIL LEADING UP THE SALMON RIVER FOR
 RA1376'ABOUT 3 MILES TO CHINA CREEK AND THE STATION.
 RA1376'
 RA1376'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 RA1376'HOLE IN OUTCROP FLUSH WITH THE GROUND SURFACE AND ABOUT 2-1/2
 RA1376'FEET LOWER THAN THE STATION.  IT IS STAMPED CHINA CR NO 1 1945.
 RA1376'
 RA1376'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 RA1376'HOLE IN OUTCROP FLUSH WITH THE GROUND SURFACE AND IS ABOUT 6
 RA1376'INCHES HIGHER THAN THE STATION.  IT IS STAMPED CHINA CR NO 2 1945.
 RA1376'
 RA1376'THE AZIMUTH MARK IS STATION CHINA BAR.
 RA1376
 RA1376                          STATION RECOVERY (1958)
 RA1376
 RA1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (BWS)
 RA1376'NOTE--DESCRIPTION IS ADEQUATE.  TRIPOD AND STAND FOUND.  BRASS
 RA1376'CAP IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1543 ***********************************************************************
 NU1543  DESIGNATION -  CHINKS
 NU1543  PID         -  NU1543
 NU1543  STATE/COUNTY-  ID/BANNOCK
 NU1543  USGS QUAD   -  INKOM (1971)
 NU1543
 NU1543                         *CURRENT SURVEY CONTROL
 NU1543  ___________________________________________________________________
 NU1543* NAD 83(1992)-  42 50 55.74284(N)    112 21 45.56907(W)     ADJUSTED  
 NU1543* NAVD 88     -      2071.3    (meters)    6796.     (feet)  VERTCON   
 NU1543  ___________________________________________________________________
 NU1543  LAPLACE CORR-           6.97  (seconds)                    DEFLEC99
 NU1543  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 NU1543
 NU1543  HORZ ORDER  -  SECOND
 NU1543
 NU1543.The horizontal coordinates were established by classical geodetic methods
 NU1543.and adjusted by the National Geodetic Survey in July 1992..
 NU1543
 NU1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1543
 NU1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1543
 NU1543.The geoid height was determined by GEOID03.
 NU1543
 NU1543;                    North         East     Units Scale Factor Converg.
 NU1543;SPC ID E     -   131,323.016   183,980.386   MT  0.99995052   -0 07 59.8
 NU1543;UTM  12      - 4,744,926.951   388,659.261   MT  0.99975251   -0 55 36.5
 NU1543
 NU1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1543!SPC ID E     -   0.99967723  x   0.99995052  =   0.99962777
 NU1543!UTM  12      -   0.99967723  x   0.99975251  =   0.99942982
 NU1543
 NU1543:                Primary Azimuth Mark                     Grid Az
 NU1543:SPC ID E     -  CHINKS AZ MK                             149 57 41.5
 NU1543:UTM  12      -  CHINKS AZ MK                             150 45 18.2
 NU1543
 NU1543|---------------------------------------------------------------------|
 NU1543| PID    Reference Object                     Distance      Geod. Az  |
 NU1543|                                                           dddmmss.s |
 NU1543| CM5322 CHINKS AZ MK                                       1494941.7 |
 NU1543| NU1541 CHINKS PEAK 2                         3.960 METERS 18258     |
 NU1543| CM5323 CHINKS RM 1                          18.772 METERS 34146     |
 NU1543|---------------------------------------------------------------------|
 NU1543
 NU1543                          SUPERSEDED SURVEY CONTROL
 NU1543
 NU1543  NAD 83(1986)-  42 50 55.73667(N)    112 21 45.55322(W) AD(       ) 2
 NU1543  NAD 27      -  42 50 56.04520(N)    112 21 42.64500(W) AD(       ) 2
 NU1543  NGVD 29 (07/19/86) 2070.2    (m)         6792.     (f) VERT ANG       
 NU1543
 NU1543.Superseded values are not recommended for survey control.
 NU1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1543.See file dsdata.txt to determine how the superseded data were derived.
 NU1543
 NU1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8865944927(NAD 83)
 NU1543_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NU1543_SETTING: 80 = SET IN A BOULDER
 NU1543_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1543
 NU1543  HISTORY     - Date     Condition        Report By
 NU1543  HISTORY     - 1960     MONUMENTED       CGS
 NU1543  HISTORY     - 1970     GOOD             USGS
 NU1543
 NU1543                          STATION DESCRIPTION
 NU1543
 NU1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1543'THE STATION IS ON THE SUMMIT OF CHINKS PEAK, ABOUT 4 MILES
 NU1543'EAST-SOUTHEAST OF POCATELLO AND 4-1/2 MILES NORTH-NORTHWEST OF
 NU1543'INKOM.  SEVERAL RADIO COMMUNICATION BUILDINGS ARE SITUATED
 NU1543'UPON THE PEAK AND PERMISSION FOR ENTRY, PLUS A KEY FOR A LOCKED
 NU1543'GATE, MUST BE OBTAINED FROM THE SHERIFFS OFFICE AT THE COUNTY
 NU1543'COURTHOUSE IN POCATELLO.
 NU1543'
 NU1543'TO REACH THE STATION FROM THE COURTHOUSE IN POCATELLO, DRIVE
 NU1543'SOUTH ON U.S. HIGHWAY 30N, 91 AND 191 FOR 1.6 MILES TO BARTON
 NU1543'RD. ON THE LEFT AT THE FARMERS INSURANCE GROUP BUILDING.  TURN
 NU1543'LEFT AND DRIVE EASTERLY ON BARTON RD. FOR 1.8 MILES TO A CATTLE
 NU1543'GUARD AND WIRE GATE.  PASS THROUGH AND KEEP THE RIGHT FORK
 NU1543'EAST-SOUTHEAST FOR 0.4 MILE TO A LOCKED CABLE GATE.  PASS
 NU1543'THROUGH AND CONTINUE UP GRADE ON THE BLADED ROAD FOR 2.0 MILES
 NU1543'TO THE SUMMIT OF THE MOUNTAIN, THE RADIO INSTALLATION AND THE
 NU1543'STATION SITE.
 NU1543'
 NU1543'THE STATION MARK, STAMPED CHINKS 1960, IS A STANDARD DISK CEMENTED
 NU1543'IN A DRILL HOLE IN A LARGE BURIED BOULDER WHICH IS ABOUT 2 INCHES
 NU1543'BELOW THE SURFACE OF THE GROUND.  IT IS 18 FEET NORTHEAST OF THE
 NU1543'CONCRETE BASE OF AN ORANGE AND WHITE ANTENNA TOWER AND 9 FEET
 NU1543'EAST OF THE NORTH EDGE OF A STEEL DOOR IN A CONCRETE BLOCK
 NU1543'BUILDING HOUSING RADIO EQUIPMENT.
 NU1543'
 NU1543'REFERENCE MARK 1, STAMPED CHINKS NO 1 1960, IS A STANDARD DISK
 NU1543'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE TOP OF THE CONCRETE
 NU1543'STEP AT THE ENTRANCE OF THE LARGE LIVING QUARTERS BUILDING.
 NU1543'THE STEP, MEASURING 36 X 30 INCHES SQUARE AND PROJECTING 4
 NU1543'INCHES ABOVE THE SURFACE OF THE GROUND, IS ABOUT 2 FEET LOWER IN
 NU1543'ELEVATION THAN THE STATION.
 NU1543'
 NU1543'REFERENCE MARK 2, STAMPED CHINKS PEAK NO 2 1936, IS A STANDARD
 NU1543'U.S. GEOLOGICAL SURVEY DISK CEMENTED IN A DRILL HOLE IN THE TOP
 NU1543'OF BEDROCK WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF THE
 NU1543'GROUND.  IT IS 6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 NU1543'THE RADIO BUILDING AND ABOUT 14 INCHES HIGHER IN ELEVATION THAN
 NU1543'THE STATION.
 NU1543'
 NU1543'THE AZIMUTH MARK, STAMPED CHINKS 1960, IS A STANDARD DISK
 NU1543'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 4
 NU1543'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 120 FEET
 NU1543'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL CONCRETE
 NU1543'BLOCK BUILDING SITUATED ON THE SOUTH END OF THE SUMMIT OF THE
 NU1543'MOUNTAIN.  A BLADED ROAD GOES SOUTH FROM THE STATION SITE TO
 NU1543'THE AZIMUTH MARK.
 NU1543
 NU1543                          STATION RECOVERY (1970)
 NU1543
 NU1543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NU1543'STATION MARK--A STANDARD DISK STAMPED---CHINKS 1960---, CEMENTED
 NU1543'IN A DRILL HOLE IN A LARGE BURIED BOULDER WHICH IS ABOUT 2 INCHES
 NU1543'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1541 ***********************************************************************
 NU1541  DESIGNATION -  CHINKS PEAK 2
 NU1541  PID         -  NU1541
 NU1541  STATE/COUNTY-  ID/BANNOCK
 NU1541  USGS QUAD   -  INKOM (1971)
 NU1541
 NU1541                         *CURRENT SURVEY CONTROL
 NU1541  ___________________________________________________________________
 NU1541* NAD 83(1992)-  42 50 55.61468(N)    112 21 45.57810(W)     ADJUSTED  
 NU1541* NAVD 88     -      2071.     (meters)    6795.     (feet)  SCALED    
 NU1541  ___________________________________________________________________
 NU1541  LAPLACE CORR-           6.97  (seconds)                    DEFLEC99
 NU1541  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 NU1541
 NU1541  HORZ ORDER  -  SECOND
 NU1541
 NU1541.The horizontal coordinates were established by classical geodetic methods
 NU1541.and adjusted by the National Geodetic Survey in July 1992..
 NU1541
 NU1541.The orthometric height was scaled from a topographic map.
 NU1541
 NU1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1541
 NU1541.The geoid height was determined by GEOID03.
 NU1541
 NU1541;                    North         East     Units Scale Factor Converg.
 NU1541;SPC ID E     -   131,319.062   183,980.172   MT  0.99995052   -0 07 59.8
 NU1541;UTM  12      - 4,744,923.001   388,658.992   MT  0.99975251   -0 55 36.5
 NU1541
 NU1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1541!SPC ID E     -   0.99967727  x   0.99995052  =   0.99962780
 NU1541!UTM  12      -   0.99967727  x   0.99975251  =   0.99942986
 NU1541
 NU1541                          SUPERSEDED SURVEY CONTROL
 NU1541
 NU1541  NAD 83(1986)-  42 50 55.60851(N)    112 21 45.56225(W) AD(       ) 2
 NU1541  NAD 27      -  42 50 55.91700(N)    112 21 42.65400(W) AD(       ) 2
 NU1541
 NU1541.Superseded values are not recommended for survey control.
 NU1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1541.See file dsdata.txt to determine how the superseded data were derived.
 NU1541
 NU1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8865944923(NAD 83)
 NU1541
 NU1541  HISTORY     - Date     Condition        Report By
 NU1541  HISTORY     - 1960     MONUMENTED       CGS
 NU1541
 NU1541                          STATION DESCRIPTION
 NU1541
 NU1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1541'SEE STATION CHINKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1540 ***********************************************************************
 NU1540  DESIGNATION -  CHINKS PEAK CAIRN
 NU1540  PID         -  NU1540
 NU1540  STATE/COUNTY-  ID/BANNOCK
 NU1540  USGS QUAD   -  INKOM (1971)
 NU1540
 NU1540                         *CURRENT SURVEY CONTROL
 NU1540  ___________________________________________________________________
 NU1540* NAD 83(1992)-  42 50 56.18004(N)    112 21 45.72201(W)     ADJUSTED  
 NU1540* NAVD 88     -                                                        
 NU1540  ___________________________________________________________________
 NU1540  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 NU1540  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 NU1540
 NU1540  HORZ ORDER  -  THIRD
 NU1540
 NU1540.The horizontal coordinates were established by classical geodetic methods
 NU1540.and adjusted by the National Geodetic Survey in July 1992..
 NU1540
 NU1540
 NU1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1540
 NU1540.The geoid height was determined by GEOID03.
 NU1540
 NU1540;                    North         East     Units Scale Factor Converg.
 NU1540;SPC ID E     -   131,336.515   183,976.945   MT  0.99995053   -0 07 59.9
 NU1540;UTM  12      - 4,744,940.494   388,656.007   MT  0.99975252   -0 55 36.6
 NU1540
 NU1540                          SUPERSEDED SURVEY CONTROL
 NU1540
 NU1540  NAD 83(1986)-  42 50 56.17434(N)    112 21 45.70980(W) AD(       ) 4
 NU1540  NAD 27      -  42 50 56.48200(N)    112 21 42.80100(W) AD(       ) 3
 NU1540
 NU1540.Superseded values are not recommended for survey control.
 NU1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1540.See file dsdata.txt to determine how the superseded data were derived.
 NU1540
 NU1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8865644940(NAD 83)
 NU1540_MARKER: 72 = CAIRN
 NU1540
 NU1540  HISTORY     - Date     Condition        Report By
 NU1540  HISTORY     - 1936     FIRST OBSERVED   USGS
 NU1540  HISTORY     - 1960     SEE DESCRIPTION  CGS
 NU1540
 NU1540                          STATION DESCRIPTION
 NU1540
 NU1540'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (CP)
 NU1540'STATION (AZIMUTH OBJECT PUTNAM) ABOUT 12 MILES W ON HIGH
 NU1540'BARREN ROUND-TOPPED MOUNTAIN.  VERY PROMINENT ROCK CAIRN ON
 NU1540'TOP AS OBJECT.
 NU1540
 NU1540                          STATION RECOVERY (1960)
 NU1540
 NU1540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1540'THE CAIRN, INTERSECTED IN 1936, WAS FOUND TO HAVE BEEN
 NU1540'DESTROYED.  A RADIO INSTALLATION HAS BEEN CONSTRUCTED UPON
 NU1540'THE SUMMIT OF THE PEAK AND CONSIDERABLE LEVELING WAS DONE
 NU1540'TO ACCOMMODATE THE STRUCTURES.
 NU1540'
 NU1540'TRIANGULATION STATION CHINKS WAS ESTABLISHED ON THE SUMMIT OF
 NU1540'THE PEAK THIS YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0617 ***********************************************************************
 QY0617  DESIGNATION -  CHIPPS
 QY0617  PID         -  QY0617
 QY0617  STATE/COUNTY-  ID/LEMHI
 QY0617  USGS QUAD   -  SALMON (1989)
 QY0617
 QY0617                         *CURRENT SURVEY CONTROL
 QY0617  ___________________________________________________________________
 QY0617* NAD 83(1992)-  45 10 42.47293(N)    113 55 40.97311(W)     ADJUSTED  
 QY0617* NAVD 88     -      1346.9    (meters)    4419.     (feet)  VERTCON   
 QY0617  ___________________________________________________________________
 QY0617  LAPLACE CORR-         -11.46  (seconds)                    DEFLEC99
 QY0617  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 QY0617
 QY0617  HORZ ORDER  -  FIRST
 QY0617
 QY0617.The horizontal coordinates were established by classical geodetic methods
 QY0617.and adjusted by the National Geodetic Survey in July 1992..
 QY0617
 QY0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0617
 QY0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0617
 QY0617.The geoid height was determined by GEOID03.
 QY0617
 QY0617;                    North         East     Units Scale Factor Converg.
 QY0617;SPC ID C     -   390,146.243   505,655.244   MT  0.99994776   +0 03 03.7
 QY0617;UTM  12      - 5,006,947.299   269,943.048   MT  1.00025082   -2 04 40.0
 QY0617;UTM  11      - 5,007,367.598   741,363.429   MT  1.00031636   +2 10 48.0
 QY0617
 QY0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0617!SPC ID C     -   0.99979092  x   0.99994776  =   0.99973869
 QY0617!UTM  12      -   0.99979092  x   1.00025082  =   1.00004169
 QY0617!UTM  11      -   0.99979092  x   1.00031636  =   1.00010721
 QY0617
 QY0617|---------------------------------------------------------------------|
 QY0617| PID    Reference Object                     Distance      Geod. Az  |
 QY0617|                                                           dddmmss.s |
 QY0617| CN4125 CHIPPS RM 1                           8.222 METERS 08512     |
 QY0617| QY0320 CHIPPS AZ MK                                       1040956.3 |
 QY0617| CN4126 CHIPPS RM 2                          12.097 METERS 19938     |
 QY0617|---------------------------------------------------------------------|
 QY0617
 QY0617                          SUPERSEDED SURVEY CONTROL
 QY0617
 QY0617  NAD 83(1986)-  45 10 42.47139(N)    113 55 40.96903(W) AD(       ) 1
 QY0617  NAD 27      -  45 10 42.75900(N)    113 55 37.72500(W) AD(       ) 1
 QY0617  NGVD 29 (07/19/86) 1345.7    (m)         4415.     (f) VERT ANG       
 QY0617
 QY0617.Superseded values are not recommended for survey control.
 QY0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0617.See file dsdata.txt to determine how the superseded data were derived.
 QY0617
 QY0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR6994306947(NAD 83)
 QY0617_MARKER: Z = SEE DESCRIPTION
 QY0617_SETTING: 0 = UNSPECIFIED SETTING
 QY0617
 QY0617  HISTORY     - Date     Condition        Report By
 QY0617  HISTORY     - 1945     MONUMENTED       CGS
 QY0617  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QY0617  HISTORY     - 198606   MARK NOT FOUND   USPSQD
 QY0617
 QY0617                          STATION DESCRIPTION
 QY0617
 QY0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QY0617'THE STATION IS LOCATED ABOUT 1.5 MILES W OF SALMON CITY, AT
 QY0617'THE ENTRANCE TO THE GEORGE W. OLIVER RANCH, 20 FEET N OF THE
 QY0617'GATE LEADING TO THE RANCH HOUSE, 8 FEET E OF POLE FENCE LINE,
 QY0617'AND 8 FEET S OF WIRE FENCE LINE.
 QY0617'
 QY0617'STATION MARK IS A BRONZE STATION DISK SET IN A 12- BY 12-INCH
 QY0617'CONCRETE POST PROJECTING 3 INCHES AND IS STAMPED CHIPPS 1945.
 QY0617'UNDERGROUND MARK IS A BRONZE STATION DISK IN CONCRETE.
 QY0617'
 QY0617'THE AZIMUTH MARK IS ABOUT 1.5 MILES SSE OF THE STATION SET
 QY0617'IN THE CONCRETE ENTRANCE ON THE W SIDE OF THE SALMON HIGH
 QY0617'SCHOOL BUILDING.  IT IS A BRONZE AZIMUTH DISK, STAMPED CHIPPS
 QY0617'1945, AND IS SET FLUSH WITH THE CONCRETE SURFACE.  TO REACH
 QY0617'THE AZIMUTH MARK FROM THE POST OFFICE, GO E ON MAIN STREET
 QY0617'FOR 3 BLOCKS, TURN RIGHT AND GO S FOR 1 BLOCK TO THE HIGH
 QY0617'SCHOOL ON THE RIGHT AND MARK AS DESCRIBED.
 QY0617'
 QY0617'REFERENCE MARK 1 IS S OF THE STATION AND 1 FOOT NW OF A
 QY0617'TELEPHONE POLE.  IT IS A BRONZE REFERENCE DISK SET IN A
 QY0617'12- BY 12-INCH CONCRETE POST PROJECTING 3 INCHES AND IS STAMPED
 QY0617'CHIPPS NO 1 1945.
 QY0617'
 QY0617'REFERENCE MARK 2 IS SW OF THE STATION AND 1 FOOT S OF THE S
 QY0617'GATE POST.  IT IS A BRONZE REFERENCE DISK SET IN A 12- BY
 QY0617'12-INCH CONCRETE POST PROJECTING 3 INCHES AND IS STAMPED
 QY0617'CHIPPS NO 2 1945.
 QY0617'
 QY0617'TO REACH THE STATION FROM THE POST OFFICE IN SALMON, GO W
 QY0617'ON MAIN STREET AND U.S. HIGHWAY 93 FOR 0.25 MILE TO TRAFFIC
 QY0617'CIRCLE JUST AFTER CROSSING BRIDGE OVER SALMON RIVER.  CONTINUE
 QY0617'STRAIGHT AHEAD ON GRAVEL STREET FOR 0.05 MILE TO A SIDE STREET
 QY0617'LEFT UP HILL.  TURN LEFT AND FOLLOW GRAVEL STREET UP HILL
 QY0617'FOR 0.6 MILE TO CROSS ROADS AND FORK STRAIGHT AHEAD.  CONTINUE
 QY0617'STRAIGHT AHEAD PASSING THROUGH CATTLE GUARD FOR 0.8 MILE TO
 QY0617'THE ENTRANCE TO THE GEORGE W. OLIVER RANCH AND STATION AS
 QY0617'DESCRIBED ON THE RIGHT.
 QY0617'
 QY0617'OBSERVATIONS MADE FROM A 4-FOOT STAND.  ALL OBJECTS VISIBLE
 QY0617'FROM THE GROUND.
 QY0617'
 QY0617'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 QY0617
 QY0617                          STATION RECOVERY (1963)
 QY0617
 QY0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QY0617'STATION WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST
 QY0617'WAS PLACED 3 FEET NORTHWEST OF THE STATION MARK.
 QY0617
 QY0617                          STATION RECOVERY (1986)
 QY0617
 QY0617'RECOVERY NOTE BY US POWER SQUADRON 1986 (SDC)
 QY0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0320 ***********************************************************************
 QY0320  DESIGNATION -  CHIPPS AZ MK
 QY0320  PID         -  QY0320
 QY0320  STATE/COUNTY-  ID/LEMHI
 QY0320  USGS QUAD   -  SALMON (1989)
 QY0320
 QY0320                         *CURRENT SURVEY CONTROL
 QY0320  ___________________________________________________________________
 QY0320* NAD 83(1986)-  45 10 19.     (N)    113 53 25.     (W)     SCALED    
 QY0320* NAVD 88     -      1206.45   (meters)    3958.2    (feet)  RESET     
 QY0320  ___________________________________________________________________
 QY0320  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 QY0320
 QY0320  VERT ORDER  -  THIRD
 QY0320
 QY0320.The horizontal coordinates were scaled from a topographic map and have
 QY0320.an estimated accuracy of +/- 6 seconds.
 QY0320
 QY0320.The orthometric height was computed from unverified reset data.
 QY0320
 QY0320.The geoid height was determined by GEOID03.
 QY0320
 QY0320;                    North         East    Units  Estimated Accuracy
 QY0320;SPC ID C     -   389,430.      508,630.      MT  (+/- 180 meters Scaled)
 QY0320
 QY0320                          SUPERSEDED SURVEY CONTROL
 QY0320
 QY0320.No superseded survey control is available for this station.
 QY0320
 QY0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR728061(NAD 83)
 QY0320_MARKER: DZ = AZIMUTH MARK DISK
 QY0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QY0320_SP_SET: STEP
 QY0320_STAMPING: CHIPPS 1945
 QY0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0320
 QY0320  HISTORY     - Date     Condition        Report By
 QY0320  HISTORY     - 1945     MONUMENTED       CGS
 QY0320  HISTORY     - 1950     GOOD             NGS
 QY0320
 QY0320                          STATION DESCRIPTION
 QY0320
 QY0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 QY0320'IN SALMON.
 QY0320'IN SALMON, AT THE INTERSECTION OF LENA AND DEWEY STREETS, AT THE
 QY0320'SALMON CENTRAL HIGH SCHOOL, IN THE TOP OF THE TOP CONCRETE STEP AT THE
 QY0320'WEST ENTRANCE, 2.9 FEET NORTH OF THE CENTER OF THE DOOR, 0.6 FOOT WEST
 QY0320'OF THE WEST WALL, AND 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0753 ***********************************************************************
 NU0753  DESIGNATION -  CHIS SQ
 NU0753  PID         -  NU0753
 NU0753  STATE/COUNTY-  ID/POWER
 NU0753  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0753
 NU0753                         *CURRENT SURVEY CONTROL
 NU0753  ___________________________________________________________________
 NU0753* NAD 83(1986)-  42 46 02.     (N)    112 51 43.     (W)     SCALED    
 NU0753* NAVD 88     -      1346.270  (meters)    4416.89   (feet)  ADJUSTED  
 NU0753  ___________________________________________________________________
 NU0753  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NU0753  DYNAMIC HT  -        1345.503 (meters)    4414.37  (feet)  COMP
 NU0753  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 NU0753
 NU0753  VERT ORDER  -  FIRST     CLASS II
 NU0753
 NU0753.The horizontal coordinates were scaled from a topographic map and have
 NU0753.an estimated accuracy of +/- 6 seconds.
 NU0753
 NU0753.The orthometric height was determined by differential leveling
 NU0753.and adjusted by the National Geodetic Survey in June 1991..
 NU0753
 NU0753.The geoid height was determined by GEOID03.
 NU0753
 NU0753.The dynamic height is computed by dividing the NAVD 88
 NU0753.geopotential number by the normal gravity value computed on the
 NU0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0753.degrees latitude (g = 980.6199 gals.).
 NU0753
 NU0753.The modeled gravity was interpolated from observed gravity values.
 NU0753
 NU0753;                    North         East    Units  Estimated Accuracy
 NU0753;SPC ID E     -   122,480.      143,100.      MT  (+/- 180 meters Scaled)
 NU0753
 NU0753                          SUPERSEDED SURVEY CONTROL
 NU0753
 NU0753  NGVD 29 (??/??/92) 1345.252  (m)         4413.55   (f) ADJ UNCH    1 2
 NU0753
 NU0753.Superseded values are not recommended for survey control.
 NU0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0753.See file dsdata.txt to determine how the superseded data were derived.
 NU0753
 NU0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN476366(NAD 83)
 NU0753_MARKER: Q = CHISELED SQUARE
 NU0753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0753_SP_SET: CULVERT
 NU0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0753
 NU0753  HISTORY     - Date     Condition        Report By
 NU0753  HISTORY     - UNK      MONUMENTED       CGS
 NU0753  HISTORY     - 1941     GOOD             NGS
 NU0753
 NU0753                          STATION DESCRIPTION
 NU0753
 NU0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NU0753'1.3 MI S FROM AMERICAN FALLS.
 NU0753'1.3 MILES SOUTH ALONG U.S. HIGHWAY 30 N FROM THE POST OFFICE AT
 NU0753'AMERICAN FALLS, POWER COUNTY, 222 FEET NORTH OF A POWER-LINE CROSSING
 NU0753'THE HIGHWAY, AT A CULVERT, ON THE TOP OF THE EAST CONCRETE HEADWALL,
 NU0753'15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND NEAR THE CARVED
 NU0753'LETTERS US BM.  A CHISELED SQUARE.  NOTE-- THIS MARK WAS RECOVERED IN
 NU0753'SEPT. 1941 AND IDENTIFIED AS A 263.  ALTHOUGH THE DESCRIPTIONS ARE
 NU0753'IDENTICAL, OFFICE COMPUTATIONS PROVE IT TO BE A DIFFERENT MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0566 ***********************************************************************
 NU0566  DESIGNATION -  CHISELED CROSS WT
 NU0566  PID         -  NU0566
 NU0566  STATE/COUNTY-  ID/POWER
 NU0566  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0566
 NU0566                         *CURRENT SURVEY CONTROL
 NU0566  ___________________________________________________________________
 NU0566* NAD 83(1986)-  42 47 16.     (N)    112 51 22.     (W)     SCALED    
 NU0566* NAVD 88     -      1340.437  (meters)    4397.75   (feet)  ADJUSTED  
 NU0566  ___________________________________________________________________
 NU0566  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NU0566  DYNAMIC HT  -        1339.682 (meters)    4395.27  (feet)  COMP
 NU0566  MODELED GRAV-     980,010.2   (mgal)                       NAVD 88
 NU0566
 NU0566  VERT ORDER  -  FIRST     CLASS II
 NU0566
 NU0566.The horizontal coordinates were scaled from a topographic map and have
 NU0566.an estimated accuracy of +/- 6 seconds.
 NU0566
 NU0566.The orthometric height was determined by differential leveling
 NU0566.and adjusted by the National Geodetic Survey in June 1991..
 NU0566
 NU0566.The geoid height was determined by GEOID03.
 NU0566
 NU0566.The dynamic height is computed by dividing the NAVD 88
 NU0566.geopotential number by the normal gravity value computed on the
 NU0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0566.degrees latitude (g = 980.6199 gals.).
 NU0566
 NU0566.The modeled gravity was interpolated from observed gravity values.
 NU0566
 NU0566;                    North         East    Units  Estimated Accuracy
 NU0566;SPC ID E     -   124,750.      143,590.      MT  (+/- 180 meters Scaled)
 NU0566
 NU0566                          SUPERSEDED SURVEY CONTROL
 NU0566
 NU0566  NGVD 29 (??/??/92) 1339.427  (m)         4394.44   (f) ADJ UNCH    1 2
 NU0566
 NU0566.Superseded values are not recommended for survey control.
 NU0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0566.See file dsdata.txt to determine how the superseded data were derived.
 NU0566
 NU0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN481389(NAD 83)
 NU0566_MARKER: X = CHISELED CROSS
 NU0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0566_SP_SET: FOOTING
 NU0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0566
 NU0566  HISTORY     - Date     Condition        Report By
 NU0566  HISTORY     - UNK      MONUMENTED       CGS
 NU0566  HISTORY     - 1941     GOOD             NGS
 NU0566
 NU0566                          STATION DESCRIPTION
 NU0566
 NU0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NU0566'IN AMERICAN FALLS.
 NU0566'AT AMERICAN FALLS, POWER COUNTY, 324 FEET NORTHEAST OF THE UNION
 NU0566'PACIFIC RAILROAD STATION, AT THE NORTH SIDE OF THE WATER TANK, AND ON
 NU0566'THE NORTHEAST CORNER OF THE WEST CONCRETE FOOTING.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0467 ***********************************************************************
 SV0467  DESIGNATION -  CHISELED SQUARE
 SV0467  PID         -  SV0467
 SV0467  STATE/COUNTY-  ID/KOOTENAI
 SV0467  USGS QUAD   -  LANE (1981)
 SV0467
 SV0467                         *CURRENT SURVEY CONTROL
 SV0467  ___________________________________________________________________
 SV0467* NAD 83(1986)-  47 37 18.     (N)    116 31 30.     (W)     SCALED    
 SV0467* NAVD 88     -       935.06   (+/-2cm)    3067.8    (feet)  VERTCON   
 SV0467  ___________________________________________________________________
 SV0467  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 SV0467
 SV0467  VERT ORDER  -  ? (See Below)
 SV0467
 SV0467.The horizontal coordinates were scaled from a topographic map and have
 SV0467.an estimated accuracy of +/- 6 seconds.
 SV0467
 SV0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV0467.The vertical order pertains to the NGVD 29 superseded value.
 SV0467
 SV0467.The geoid height was determined by GEOID03.
 SV0467
 SV0467;                    North         East    Units  Estimated Accuracy
 SV0467;SPC ID W     -   662,000.      741,750.      MT  (+/- 180 meters Scaled)
 SV0467
 SV0467                          SUPERSEDED SURVEY CONTROL
 SV0467
 SV0467  NGVD 29 (??/??/92)  933.920  (m)         3064.04   (f) ADJ UNCH    ?  
 SV0467
 SV0467.Superseded values are not recommended for survey control.
 SV0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0467.See file dsdata.txt to determine how the superseded data were derived.
 SV0467
 SV0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN356743(NAD 83)
 SV0467_MARKER: DB = BENCH MARK DISK
 SV0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0467_SP_SET: TUNNEL
 SV0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0467
 SV0467  HISTORY     - Date     Condition        Report By
 SV0467  HISTORY     - UNK      MONUMENTED       CGS
 SV0467  HISTORY     - 1935     GOOD             NGS
 SV0467
 SV0467                          STATION DESCRIPTION
 SV0467
 SV0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0467'13.4 MI NW FROM CATALDO.
 SV0467'13.4 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON-WASHINGTON
 SV0467'RAILROAD AND NAVIGATION COMPANY STATION AT CATALDO, KOOTENAI COUNTY,
 SV0467'AT THE EAST PORTAL OF THE HIGHWAY TUNNEL AT THE SUMMIT OF FOURTH OF
 SV0467'JULY CANYON, AND ON THE CENTERLINE OF THE PAVEMENT.  A CHISELED
 SV0467'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0278 ***********************************************************************
 TO0278  DESIGNATION -  CHISELED SQUARE
 TO0278  PID         -  TO0278
 TO0278  STATE/COUNTY-  ID/BONNER
 TO0278  USGS QUAD   -  COOLIN (1996)
 TO0278
 TO0278                         *CURRENT SURVEY CONTROL
 TO0278  ___________________________________________________________________
 TO0278* NAD 83(1986)-  48 28 41.     (N)    116 51 02.     (W)     SCALED    
 TO0278* NAVD 88     -       748.274  (meters)    2454.96   (feet)  ADJUSTED  
 TO0278  ___________________________________________________________________
 TO0278  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TO0278  DYNAMIC HT  -         748.342 (meters)    2455.19  (feet)  COMP
 TO0278  MODELED GRAV-     980,676.8   (mgal)                       NAVD 88
 TO0278
 TO0278  VERT ORDER  -  FIRST     CLASS II
 TO0278
 TO0278.The horizontal coordinates were scaled from a topographic map and have
 TO0278.an estimated accuracy of +/- 6 seconds.
 TO0278
 TO0278.The orthometric height was determined by differential leveling
 TO0278.and adjusted by the National Geodetic Survey in June 1991..
 TO0278
 TO0278.The geoid height was determined by GEOID03.
 TO0278
 TO0278.The dynamic height is computed by dividing the NAVD 88
 TO0278.geopotential number by the normal gravity value computed on the
 TO0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0278.degrees latitude (g = 980.6199 gals.).
 TO0278
 TO0278.The modeled gravity was interpolated from observed gravity values.
 TO0278
 TO0278;                    North         East    Units  Estimated Accuracy
 TO0278;SPC ID W     -   757,510.      718,640.      MT  (+/- 180 meters Scaled)
 TO0278
 TO0278                          SUPERSEDED SURVEY CONTROL
 TO0278
 TO0278  NGVD 29 (??/??/92)  747.076  (m)         2451.03   (f) ADJ UNCH    1 2
 TO0278
 TO0278.Superseded values are not recommended for survey control.
 TO0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0278.See file dsdata.txt to determine how the superseded data were derived.
 TO0278
 TO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP110694(NAD 83)
 TO0278_MARKER: Q = CHISELED SQUARE
 TO0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0278_SP_SET: CONCRETE BLOCK
 TO0278_STAMPING: CHISELED SQUARE
 TO0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0278
 TO0278  HISTORY     - Date     Condition        Report By
 TO0278  HISTORY     - UNK      MONUMENTED       USGS
 TO0278  HISTORY     - 1942     GOOD             NGS
 TO0278
 TO0278                          STATION DESCRIPTION
 TO0278
 TO0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0278'0.2 MI SW FROM COOLIN.
 TO0278'0.2 MILE SOUTHWEST OF POST OFFICE.  4 FEET EAST OF NORTHEAST CORNER OF
 TO0278'RANGER STATION, 90 FEET SOUTHEAST OF MEAN WATER LEVEL OF LAKE, 10 FEET
 TO0278'EAST OF FLAG POLE, 5 FEET SOUTH FROM END OF FENCE LINE, 2 INCHES BELOW
 TO0278'GROUND LEVEL.  STAMPED CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0463 ***********************************************************************
 OH0463  DESIGNATION -  CHISELED SQUARE
 OH0463  PID         -  OH0463
 OH0463  STATE/COUNTY-  ID/CANYON
 OH0463  USGS QUAD   -  PARMA (1975)
 OH0463
 OH0463                         *CURRENT SURVEY CONTROL
 OH0463  ___________________________________________________________________
 OH0463* NAD 83(1986)-  43 51 10.     (N)    116 59 45.     (W)     SCALED    
 OH0463* NAVD 88     -       669.068  (meters)    2195.10   (feet)  ADJUSTED  
 OH0463  ___________________________________________________________________
 OH0463  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 OH0463  DYNAMIC HT  -         668.853 (meters)    2194.40  (feet)  COMP
 OH0463  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 OH0463
 OH0463  VERT ORDER  -  FIRST     CLASS II
 OH0463
 OH0463.The horizontal coordinates were scaled from a topographic map and have
 OH0463.an estimated accuracy of +/- 6 seconds.
 OH0463
 OH0463.The orthometric height was determined by differential leveling
 OH0463.and adjusted by the National Geodetic Survey in June 1991..
 OH0463
 OH0463.The geoid height was determined by GEOID03.
 OH0463
 OH0463.The dynamic height is computed by dividing the NAVD 88
 OH0463.geopotential number by the normal gravity value computed on the
 OH0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0463.degrees latitude (g = 980.6199 gals.).
 OH0463
 OH0463.The modeled gravity was interpolated from observed gravity values.
 OH0463
 OH0463;                    North         East    Units  Estimated Accuracy
 OH0463;SPC ID W     -   243,590.      699,840.      MT  (+/- 180 meters Scaled)
 OH0463
 OH0463                          SUPERSEDED SURVEY CONTROL
 OH0463
 OH0463  NGVD 29 (??/??/92)  668.11   (m)         2192.0    (f) COMPUTED    1 2
 OH0463
 OH0463.Superseded values are not recommended for survey control.
 OH0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0463.See file dsdata.txt to determine how the superseded data were derived.
 OH0463
 OH0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ003555(NAD 83)
 OH0463_MARKER: Q = CHISELED SQUARE
 OH0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0463_SP_SET: ABUTMENT
 OH0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0463
 OH0463  HISTORY     - Date     Condition        Report By
 OH0463  HISTORY     - UNK      MONUMENTED       CGS
 OH0463  HISTORY     - 1941     GOOD             NGS
 OH0463  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0463  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0463
 OH0463                          STATION DESCRIPTION
 OH0463
 OH0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OH0463'5.9 MI NW FROM PARMA.
 OH0463'5.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OH0463'AT PARMA, CANYON COUNTY, AT BRIDGE 486.77 OVER BOISE RIVER, IN THE TOP
 OH0463'OF THE BRIDGE SEAT OF THE NORTH ABUTMENT, EAST OF THE TRACK, AND NEAR
 OH0463'THE SOUTHEAST CORNER.  THE BOTTOM OF A SQUARE HOLE.
 OH0463
 OH0463                          STATION RECOVERY (1979)
 OH0463
 OH0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0463'MARK NOT FOUND.
 OH0463
 OH0463                          STATION RECOVERY (1983)
 OH0463
 OH0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0463'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0509 ***********************************************************************
 OH0509  DESIGNATION -  CHISELED SQUARE
 OH0509  PID         -  OH0509
 OH0509  STATE/COUNTY-  ID/CANYON
 OH0509  USGS QUAD   -  NAMPA (1971)
 OH0509
 OH0509                         *CURRENT SURVEY CONTROL
 OH0509  ___________________________________________________________________
 OH0509* NAD 83(1986)-  43 34 47.     (N)    116 33 28.     (W)     SCALED    
 OH0509* NAVD 88     -       757.999  (meters)    2486.87   (feet)  ADJUSTED  
 OH0509  ___________________________________________________________________
 OH0509  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 OH0509  DYNAMIC HT  -         757.736 (meters)    2486.01  (feet)  COMP
 OH0509  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 OH0509
 OH0509  VERT ORDER  -  FIRST     CLASS II
 OH0509
 OH0509.The horizontal coordinates were scaled from a topographic map and have
 OH0509.an estimated accuracy of +/- 6 seconds.
 OH0509
 OH0509.The orthometric height was determined by differential leveling
 OH0509.and adjusted by the National Geodetic Survey in June 1991..
 OH0509
 OH0509.The geoid height was determined by GEOID03.
 OH0509
 OH0509.The dynamic height is computed by dividing the NAVD 88
 OH0509.geopotential number by the normal gravity value computed on the
 OH0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0509.degrees latitude (g = 980.6199 gals.).
 OH0509
 OH0509.The modeled gravity was interpolated from observed gravity values.
 OH0509
 OH0509;                    North         East    Units  Estimated Accuracy
 OH0509;SPC ID W     -   212,820.      734,760.      MT  (+/- 180 meters Scaled)
 OH0509
 OH0509                          SUPERSEDED SURVEY CONTROL
 OH0509
 OH0509.No superseded survey control is available for this station.
 OH0509
 OH0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ357252(NAD 83)
 OH0509_MARKER: Q = CHISELED SQUARE
 OH0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0509_SP_SET: STEP
 OH0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0509
 OH0509  HISTORY     - Date     Condition        Report By
 OH0509  HISTORY     - UNK      MONUMENTED       RBNF
 OH0509  HISTORY     - 1934     GOOD             NGS
 OH0509
 OH0509                          STATION DESCRIPTION
 OH0509
 OH0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OH0509'IN NAMPA.
 OH0509'AT NAMPA, CANYON COUNTY, AT THE OLD UNION PACIFIC RAILROAD STATION
 OH0509'(USED IN 1941 BY PACIFIC FRUIT EXPRESS CO.), AT THE NORTHWEST
 OH0509'ENTRANCE, ON THE TOP OF THE LOWER STEP ABOUT 6 INCHES FROM THE
 OH0509'NORTHWEST EDGE, AND 7 INCHES FROM THE NORTHEAST EDGE.  A CHISELED
 OH0509'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0241 ***********************************************************************
 NV0241  DESIGNATION -  CHISELED SQUARE 1
 NV0241  PID         -  NV0241
 NV0241  STATE/COUNTY-  ID/GOODING
 NV0241  USGS QUAD   -  GOODING (1992)
 NV0241
 NV0241                         *CURRENT SURVEY CONTROL
 NV0241  ___________________________________________________________________
 NV0241* NAD 83(1986)-  42 57 00.     (N)    114 39 03.     (W)     SCALED    
 NV0241* NAVD 88     -      1103.663  (meters)    3620.93   (feet)  ADJUSTED  
 NV0241  ___________________________________________________________________
 NV0241  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 NV0241  DYNAMIC HT  -        1103.123 (meters)    3619.16  (feet)  COMP
 NV0241  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 NV0241
 NV0241  VERT ORDER  -  SECOND    CLASS 0
 NV0241
 NV0241.The horizontal coordinates were scaled from a topographic map and have
 NV0241.an estimated accuracy of +/- 6 seconds.
 NV0241
 NV0241.The orthometric height was determined by differential leveling
 NV0241.and adjusted by the National Geodetic Survey in June 1991..
 NV0241
 NV0241.The geoid height was determined by GEOID03.
 NV0241
 NV0241.The dynamic height is computed by dividing the NAVD 88
 NV0241.geopotential number by the normal gravity value computed on the
 NV0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0241.degrees latitude (g = 980.6199 gals.).
 NV0241
 NV0241.The modeled gravity was interpolated from observed gravity values.
 NV0241
 NV0241;                    North         East    Units  Estimated Accuracy
 NV0241;SPC ID C     -   142,750.      446,890.      MT  (+/- 180 meters Scaled)
 NV0241
 NV0241                          SUPERSEDED SURVEY CONTROL
 NV0241
 NV0241  NGVD 29 (??/??/92) 1102.81   (m)         3618.1    (f) COMPUTED    2 0
 NV0241
 NV0241.Superseded values are not recommended for survey control.
 NV0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0241.See file dsdata.txt to determine how the superseded data were derived.
 NV0241
 NV0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH916579(NAD 83)
 NV0241_MARKER: Q = CHISELED SQUARE
 NV0241_SETTING: 80 = SET IN A BOULDER
 NV0241_SP_SET: BOULDER
 NV0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0241+STABILITY: SURFACE MOTION
 NV0241
 NV0241  HISTORY     - Date     Condition        Report By
 NV0241  HISTORY     - UNK      MONUMENTED       CGS
 NV0241  HISTORY     - 1934     GOOD             NGS
 NV0241  HISTORY     - 1941     MARK NOT FOUND   NGS
 NV0241
 NV0241                          STATION DESCRIPTION
 NV0241
 NV0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0241'3.1 MI E FROM GOODING.
 NV0241'3.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0241'GOODING, GOODING COUNTY, 7 POLES WEST OF SEMAPHORE 3344, 25 FEET NORTH
 NV0241'OF THE CENTERLINE OF THE TRACK, AND ON THE TOP OF A LAVA BOULDER. A
 NV0241'CHISELED SQUARE.
 NV0241
 NV0241                          STATION RECOVERY (1941)
 NV0241
 NV0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 NV0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0238 ***********************************************************************
 NV0238  DESIGNATION -  CHISELED SQUARE 2
 NV0238  PID         -  NV0238
 NV0238  STATE/COUNTY-  ID/GOODING
 NV0238  USGS QUAD   -  GOODING (1992)
 NV0238
 NV0238                         *CURRENT SURVEY CONTROL
 NV0238  ___________________________________________________________________
 NV0238* NAD 83(1986)-  42 56 51.     (N)    114 41 18.     (W)     SCALED    
 NV0238* NAVD 88     -      1095.098  (meters)    3592.83   (feet)  ADJUSTED  
 NV0238  ___________________________________________________________________
 NV0238  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 NV0238  DYNAMIC HT  -        1094.564 (meters)    3591.08  (feet)  COMP
 NV0238  MODELED GRAV-     980,095.3   (mgal)                       NAVD 88
 NV0238
 NV0238  VERT ORDER  -  SECOND    CLASS 0
 NV0238
 NV0238.The horizontal coordinates were scaled from a topographic map and have
 NV0238.an estimated accuracy of +/- 6 seconds.
 NV0238
 NV0238.The orthometric height was determined by differential leveling
 NV0238.and adjusted by the National Geodetic Survey in June 1991..
 NV0238
 NV0238.The geoid height was determined by GEOID03.
 NV0238
 NV0238.The dynamic height is computed by dividing the NAVD 88
 NV0238.geopotential number by the normal gravity value computed on the
 NV0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0238.degrees latitude (g = 980.6199 gals.).
 NV0238
 NV0238.The modeled gravity was interpolated from observed gravity values.
 NV0238
 NV0238;                    North         East    Units  Estimated Accuracy
 NV0238;SPC ID C     -   142,500.      443,830.      MT  (+/- 180 meters Scaled)
 NV0238
 NV0238                          SUPERSEDED SURVEY CONTROL
 NV0238
 NV0238  NGVD 29 (??/??/92) 1094.24   (m)         3590.0    (f) COMPUTED    2 0
 NV0238
 NV0238.Superseded values are not recommended for survey control.
 NV0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0238.See file dsdata.txt to determine how the superseded data were derived.
 NV0238
 NV0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH885575(NAD 83)
 NV0238_MARKER: Q = CHISELED SQUARE
 NV0238_SETTING: 80 = SET IN A BOULDER
 NV0238_SP_SET: BOULDER
 NV0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0238+STABILITY: SURFACE MOTION
 NV0238
 NV0238  HISTORY     - Date     Condition        Report By
 NV0238  HISTORY     - UNK      MONUMENTED       CGS
 NV0238  HISTORY     - 1934     GOOD             NGS
 NV0238  HISTORY     - 1941     MARK NOT FOUND   NGS
 NV0238
 NV0238                          STATION DESCRIPTION
 NV0238
 NV0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0238'1.2 MI E FROM GOODING.
 NV0238'1.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0238'GOODING, GOODING COUNTY, 18 POLES EAST OF MILEPOST 337, 15 FEET NORTH
 NV0238'OF THE TRACK, AND ON THE TOP OF A BOULDER.  A CHISELED SQUARE.
 NV0238
 NV0238                          STATION RECOVERY (1941)
 NV0238
 NV0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 NV0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0565 ***********************************************************************
 NU0565  DESIGNATION -  CHISELED SQUARE WS
 NU0565  PID         -  NU0565
 NU0565  STATE/COUNTY-  ID/POWER
 NU0565  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0565
 NU0565                         *CURRENT SURVEY CONTROL
 NU0565  ___________________________________________________________________
 NU0565* NAD 83(1986)-  42 47 18.     (N)    112 51 28.     (W)     SCALED    
 NU0565* NAVD 88     -      1334.664  (meters)    4378.81   (feet)  ADJUSTED  
 NU0565  ___________________________________________________________________
 NU0565  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NU0565  DYNAMIC HT  -        1333.912 (meters)    4376.34  (feet)  COMP
 NU0565  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 NU0565
 NU0565  VERT ORDER  -  FIRST     CLASS II
 NU0565
 NU0565.The horizontal coordinates were scaled from a topographic map and have
 NU0565.an estimated accuracy of +/- 6 seconds.
 NU0565
 NU0565.The orthometric height was determined by differential leveling
 NU0565.and adjusted by the National Geodetic Survey in June 1991..
 NU0565.WARNING-Repeat measurements at this control monument indicate possible
 NU0565.vertical movement.
 NU0565
 NU0565.The geoid height was determined by GEOID03.
 NU0565
 NU0565.The dynamic height is computed by dividing the NAVD 88
 NU0565.geopotential number by the normal gravity value computed on the
 NU0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0565.degrees latitude (g = 980.6199 gals.).
 NU0565
 NU0565.The modeled gravity was interpolated from observed gravity values.
 NU0565
 NU0565;                    North         East    Units  Estimated Accuracy
 NU0565;SPC ID E     -   124,820.      143,460.      MT  (+/- 180 meters Scaled)
 NU0565
 NU0565                          SUPERSEDED SURVEY CONTROL
 NU0565
 NU0565  NGVD 29 (??/??/92) 1333.654  (m)         4375.50   (f) ADJ UNCH    1 2
 NU0565
 NU0565.Superseded values are not recommended for survey control.
 NU0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0565.See file dsdata.txt to determine how the superseded data were derived.
 NU0565
 NU0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN480389(NAD 83)
 NU0565_MARKER: Q = CHISELED SQUARE
 NU0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0565_SP_SET: BASE
 NU0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0565
 NU0565  HISTORY     - Date     Condition        Report By
 NU0565  HISTORY     - UNK      MONUMENTED       CGS
 NU0565  HISTORY     - 1938     GOOD             NGS
 NU0565  HISTORY     - 1941     GOOD             NGS
 NU0565
 NU0565                          STATION DESCRIPTION
 NU0565
 NU0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0565'IN AMERICAN FALLS.
 NU0565'AT AMERICAN FALLS, POWER COUNTY, 270 FEET NORTHEAST OF THE UNION
 NU0565'PACIFIC RAILROAD STATION, AT A WATER COLUMN, AND ON THE EAST CORNER OF
 NU0565'THE CONCRETE BASE.  A CHISELED SQUARE.
 NU0565
 NU0565                          STATION RECOVERY (1941)
 NU0565
 NU0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 NU0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0724 ***********************************************************************
 QZ0724  DESIGNATION -  CHIT
 QZ0724  PID         -  QZ0724
 QZ0724  STATE/COUNTY-  ID/IDAHO
 QZ0724  USGS QUAD   -  CAREY DOME (1995)
 QZ0724
 QZ0724                         *CURRENT SURVEY CONTROL
 QZ0724  ___________________________________________________________________
 QZ0724* NAD 83(1992)-  45 27 47.09890(N)    115 53 33.48836(W)     ADJUSTED  
 QZ0724* NAVD 88     -       844.8    (meters)    2772.     (feet)  VERTCON   
 QZ0724  ___________________________________________________________________
 QZ0724  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 QZ0724  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 QZ0724
 QZ0724  HORZ ORDER  -  SECOND
 QZ0724
 QZ0724.The horizontal coordinates were established by classical geodetic methods
 QZ0724.and adjusted by the National Geodetic Survey in July 1992..
 QZ0724
 QZ0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0724
 QZ0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0724
 QZ0724.The geoid height was determined by GEOID03.
 QZ0724
 QZ0724;                    North         East     Units Scale Factor Converg.
 QZ0724;SPC ID W     -   421,777.961   788,845.334   MT  0.99993486   -0 06 06.0
 QZ0724;UTM  11      - 5,034,991.505   586,571.274   MT  0.99969214   +0 47 21.8
 QZ0724
 QZ0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0724!SPC ID W     -   0.99986996  x   0.99993486  =   0.99980483
 QZ0724!UTM  11      -   0.99986996  x   0.99969214  =   0.99956214
 QZ0724
 QZ0724:                Primary Azimuth Mark                     Grid Az
 QZ0724:SPC ID W     -  BLACK BUTTE                              025 26 18.2
 QZ0724:UTM  11      -  BLACK BUTTE                              024 32 50.4
 QZ0724
 QZ0724|---------------------------------------------------------------------|
 QZ0724| PID    Reference Object                     Distance      Geod. Az  |
 QZ0724|                                                           dddmmss.s |
 QZ0724| QZ0711 BLACK BUTTE                         APPROX. 3.2 KM 0252012.2 |
 QZ0724| CH7108 CHIT RM 1                             2.790 METERS 04342     |
 QZ0724| CH7109 CHIT RM 2                             6.412 METERS 16925     |
 QZ0724|---------------------------------------------------------------------|
 QZ0724
 QZ0724                          SUPERSEDED SURVEY CONTROL
 QZ0724
 QZ0724  NAD 83(1986)-  45 27 47.09947(N)    115 53 33.48492(W) AD(       ) 2
 QZ0724  NAD 27      -  45 27 47.46118(N)    115 53 30.01949(W) AD(       ) 2
 QZ0724  NGVD 29 (07/19/86)  843.6    (m)         2768.     (f) VERT ANG       
 QZ0724
 QZ0724.Superseded values are not recommended for survey control.
 QZ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0724.See file dsdata.txt to determine how the superseded data were derived.
 QZ0724
 QZ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL8657134992(NAD 83)
 QZ0724_MARKER: Z = SEE DESCRIPTION
 QZ0724_SETTING: 0 = UNSPECIFIED SETTING
 QZ0724
 QZ0724  HISTORY     - Date     Condition        Report By
 QZ0724  HISTORY     - 1945     MONUMENTED       CGS
 QZ0724
 QZ0724                          STATION DESCRIPTION
 QZ0724
 QZ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QZ0724'STATION IS LOCATED ABOUT 1/4 MILE N OF THE SALMON RIVER AND
 QZ0724'ABOUT 3 MILES ENE OF THE JUNCTION OF CAREY CREEK AND THE SALMON
 QZ0724'RIVER.  IT IS ON THE FIRST RIDGE W OF CHITTON CREEK, DIRECTLY
 QZ0724'ACROSS THE SALMON RIVER FROM MR. GEORGE P. HICANBOTOMS CABIN.
 QZ0724'IT IS 4.65 METERS N OF A 30-INCH LONE PINE TREE.
 QZ0724'
 QZ0724'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL HOLE
 QZ0724'IN OUTCROPPING BEDROCK.  IT IS STAMPED CHIT 1945 AND IS FLUSH
 QZ0724'WITH THE SURFACE OF THE GROUND.
 QZ0724'
 QZ0724'REFERENCE MARK 1 IS 9.15 FEET SSE OF THE STATION.  IT IS A
 QZ0724'BRONZE REFERENCE DISK SET IN A DRILL HOLE IN OUTCROPPING
 QZ0724'BEDROCK.  IT IS STAMPED CHIT NO 1 1945 AND PROJECTS ABOUT 12
 QZ0724'INCHES.
 QZ0724'
 QZ0724'REFERENCE MARK 2 IS 21.04 FEET (SLOPE MEASUREMENT) NE OF THE
 QZ0724'STATION.  IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 QZ0724'OUTCROPPING BEDROCK.  IT IS STAMPED CHIT NO 2 1945 AND PROJECTS
 QZ0724'4 INCHES.
 QZ0724'
 QZ0724'NO AZIMUTH MARK WAS SET.
 QZ0724'
 QZ0724'TO REACH THE STATION FROM THE POST OFFICE AT RIGGINS, GO S ON
 QZ0724'U.S. HIGHWAY 95 FOR 0.95 MILE TO A SIDE ROAD LEFT.  TURN LEFT, CROSS
 QZ0724'BRIDGE, AND FOLLOW MAIN TRAVELED ROAD FOR 18.85 MILES TO A
 QZ0724'T-ROAD INTERSECTION JUST AFTER PASSING THE FRENCH CREEK POST
 QZ0724'OFFICE.  TURN LEFT AND CONTINUE UP THE SALMON RIVER FOR 4.9
 QZ0724'MILES TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD ALONG THE
 QZ0724'SALMON RIVER FOR 2.7 MILES TO THE END OF THE ROAD AT AN OLD
 QZ0724'POWDER BOX ON THE RIGHT.  THE BEST PLACE TO CROSS THE RIVER
 QZ0724'IS A POINT ABOUT 75 YARDS UPSTREAM FROM THE END OF THE ROAD.
 QZ0724'MR. HICANBOTOMS BOAT WAS AT THIS POINT AND PERMISSION WAS
 QZ0724'OBTAINED TO USE IT BY THE BUILDING AND OBSERVING PARTIES.
 QZ0724'AFTER CROSSING THE SALMON RIVER, PACK UPSTREAM ON THE N
 QZ0724'SIDE OF THE RIVER FOR ABOUT 1/2 MILE TO A POINT DIRECTLY
 QZ0724'ACROSS THE RIVER FROM MR. HICANBOTOMS CABIN, THEN GO LEFT UP A
 QZ0724'VERY STEEP SLOPE TO THE SECOND LONE PINE TREE AND THE
 QZ0724'STATION.  THE 30-INCH PINE TREE AT THE STATION SITE HAS A
 QZ0724'LARGE TRIANGULAR BLAZE WHICH IS VISIBLE FROM MR. HICANBOTOMS
 QZ0724'CABIN.  A 2-1/2-HOUR BACK PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0877 ***********************************************************************
 OY0877  DESIGNATION -  CHRIS
 OY0877  PID         -  OY0877
 OY0877  STATE/COUNTY-  ID/BINGHAM
 OY0877  USGS QUAD   -  MIDDLE BUTTE (1973)
 OY0877
 OY0877                         *CURRENT SURVEY CONTROL
 OY0877  ___________________________________________________________________
 OY0877* NAD 83(1992)-  43 24 32.02676(N)    112 43 29.78149(W)     ADJUSTED  
 OY0877* NAVD 88     -      1515.5    (meters)    4972.     (feet)  VERTCON   
 OY0877  ___________________________________________________________________
 OY0877  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 OY0877  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 OY0877
 OY0877  HORZ ORDER  -  FIRST
 OY0877
 OY0877.The horizontal coordinates were established by classical geodetic methods
 OY0877.and adjusted by the National Geodetic Survey in July 1992..
 OY0877
 OY0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0877
 OY0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0877
 OY0877.The geoid height was determined by GEOID03.
 OY0877
 OY0877;                    North         East     Units Scale Factor Converg.
 OY0877;SPC ID E     -   193,674.594   154,783.272   MT  0.99997251   -0 23 01.1
 OY0877;SPC ID C     -   194,312.948   603,272.649   MT  1.00007851   +0 52 34.7
 OY0877;UTM  12      - 4,807,668.611   360,337.735   MT  0.99983994   -1 11 08.1
 OY0877
 OY0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0877!SPC ID E     -   0.99976431  x   0.99997251  =   0.99973682
 OY0877!SPC ID C     -   0.99976431  x   1.00007851  =   0.99984280
 OY0877!UTM  12      -   0.99976431  x   0.99983994  =   0.99960428
 OY0877
 OY0877:                Primary Azimuth Mark                     Grid Az
 OY0877:SPC ID E     -  TV STATION KID MAST                      026 45 48.3
 OY0877:SPC ID C     -  TV STATION KID MAST                      025 30 12.5
 OY0877:UTM  12      -  TV STATION KID MAST                      027 33 55.3
 OY0877
 OY0877|---------------------------------------------------------------------|
 OY0877| PID    Reference Object                     Distance      Geod. Az  |
 OY0877|                                                           dddmmss.s |
 OY0877| OY0882 TV STATION KID MAST                 APPROX.11.0 KM 0262247.2 |
 OY0877| CN4129 CHRIS RM 2                           11.619 METERS 25243     |
 OY0877| CN4127 CHRIS AZ MK                                        3144100.2 |
 OY0877| CN4128 CHRIS RM 1                            9.766 METERS 33639     |
 OY0877|---------------------------------------------------------------------|
 OY0877
 OY0877                          SUPERSEDED SURVEY CONTROL
 OY0877
 OY0877  NAD 83(1986)-  43 24 32.02056(N)    112 43 29.76677(W) AD(       ) 1
 OY0877  NAD 27      -  43 24 32.34310(N)    112 43 26.80730(W) AD(       ) 1
 OY0877  NGVD 29 (07/19/86) 1514.5    (m)         4969.     (f) VERT ANG       
 OY0877
 OY0877.Superseded values are not recommended for survey control.
 OY0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0877.See file dsdata.txt to determine how the superseded data were derived.
 OY0877
 OY0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP6033807669(NAD 83)
 OY0877_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0877_SETTING: 66 = SET IN ROCK OUTCROP
 OY0877
 OY0877  HISTORY     - Date     Condition        Report By
 OY0877  HISTORY     - 1960     MONUMENTED       CGS
 OY0877  HISTORY     - 1973     SEE DESCRIPTION  USGS
 OY0877
 OY0877                          STATION DESCRIPTION
 OY0877
 OY0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0877'THE STATION IS ON THE HIGHEST POINT OF A LOW, ROCKY KNOLL
 OY0877'ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 26.  IT IS ABOUT 15
 OY0877'MILES NORTH AND 20 MILES WEST OF BLACKFOOT, 6-1/2 MILES
 OY0877'SOUTH AND 8 MILES EAST OF THE JUNCTION OF U.S. HIGHWAYS
 OY0877'20 AND 26, 2 MILES SOUTH AND 4 MILES EAST OF ATOMIC CITY
 OY0877'AND IN T 1 N, R 32 E.
 OY0877'
 OY0877'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 OY0877'AND 26 (ABOUT 23 MILES SOUTHEAST OF ARCO), GO SOUTHEAST
 OY0877'ON HIGHWAY 26 FOR 10.2 MILES TO A ROAD SIGN AND MILEPOST
 OY0877'296 ON THE RIGHT, CONTINUE ON THE HIGHWAY FOR 0.2 MILE TO
 OY0877'CAIRN AND THE AZIMUTH MARK ON THE LEFT, CONTINUE ON THE HIGHWAY
 OY0877'FOR 0.4 MILE TO THE CENTER OF A CURVE IN THE HIGHWAY, TURN RIGHT
 OY0877'AND GO SOUTHWEST TO THE HIGHEST POINT OF THE KNOLL AND THE
 OY0877'STATION.
 OY0877'
 OY0877'THE STATION MARK IS A STANDARD DISK, STAMPED CHRIS 1960,
 OY0877'CEMENTED IN A DRILL HOLE IN THE TOP OF A 6 X 12 FOOT OUTCROP
 OY0877'OF BEDROCK PROJECTING 2 FEET.  IT IS 260 FEET SOUTHWEST OF THE
 OY0877'CENTER OF THE HIGHWAY AND 3.7 FEET WEST OF A METAL, WITNESS SIGNPOST
 OY0877'SET IN A CAIRN.
 OY0877'
 OY0877'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHRIS NO 1 1960,
 OY0877'CEMENTED IN A DRILL HOLE IN THE TOP OF A 5 X 10 FOOT OUTCROP
 OY0877'OF BEDROCK PROJECTING 18 INCHES.  IT IS 242 FEET SOUTHWEST
 OY0877'OF THE CENTER OF THE HIGHWAY, ON THE NORTHWEST EDGE OF THE
 OY0877'KNOLL AND ABOUT 18 INCHES LOWER THAN THE STATION.
 OY0877'
 OY0877'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHRIS NO 2 1960,
 OY0877'CEMENTED IN A DRILL HOLE IN THE WEST EDGE OF A LARGE OUTCROP
 OY0877'OF BEDROCK.  IT IS 40 FEET WEST-SOUTHWEST OF THE METAL,
 OY0877'WITNESS SIGNPOST AND ABOUT 2 FEET LOWER THAN THE STATION.
 OY0877'
 OY0877'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHRIS 1960,
 OY0877'CEMENTED IN A DRILL HOLE IN THE TOP OF A 6 X 18 FOOT OUTCROP
 OY0877'OF BEDROCK PROJECTING 6 INCHES.  IT IS 68 FEET NORTHEAST
 OY0877'OF THE CENTER OF THE HIGHWAY, 2 FEET NORTHEAST OF A METAL,
 OY0877'WITNESS SIGNPOST SET IN A CAIRN AND ABOUT THE SAME ELEVATION
 OY0877'AS THE HIGHWAY.
 OY0877
 OY0877                          STATION RECOVERY (1973)
 OY0877
 OY0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (TLT)
 OY0877'ELEVATION DETERMINED BY FLY LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1269 ***********************************************************************
 RA1269  DESIGNATION -  CHUCK
 RA1269  PID         -  RA1269
 RA1269  STATE/COUNTY-  ID/IDAHO
 RA1269  USGS QUAD   -  WHITE BIRD (1982)
 RA1269
 RA1269                         *CURRENT SURVEY CONTROL
 RA1269  ___________________________________________________________________
 RA1269* NAD 83(1992)-  45 49 25.94327(N)    116 16 25.28059(W)     ADJUSTED  
 RA1269* NAVD 88     -      1297.9    (meters)    4258.     (feet)  VERTCON   
 RA1269  ___________________________________________________________________
 RA1269  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 RA1269  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 RA1269
 RA1269  HORZ ORDER  -  SECOND
 RA1269
 RA1269.The horizontal coordinates were established by classical geodetic methods
 RA1269.and adjusted by the National Geodetic Survey in July 1992..
 RA1269
 RA1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1269
 RA1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1269
 RA1269.The geoid height was determined by GEOID03.
 RA1269
 RA1269;                    North         East     Units Scale Factor Converg.
 RA1269;SPC ID W     -   461,998.550   759,307.526   MT  0.99995368   -0 22 32.1
 RA1269;UTM  11      - 5,074,735.364   556,418.072   MT  0.99963913   +0 31 15.3
 RA1269
 RA1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1269!SPC ID W     -   0.99979910  x   0.99995368  =   0.99975279
 RA1269!UTM  11      -   0.99979910  x   0.99963913  =   0.99943831
 RA1269
 RA1269:                Primary Azimuth Mark                     Grid Az
 RA1269:SPC ID W     -  CHUCK AZ MK                              029 43 15.3
 RA1269:UTM  11      -  CHUCK AZ MK                              028 49 27.9
 RA1269
 RA1269|---------------------------------------------------------------------|
 RA1269| PID    Reference Object                     Distance      Geod. Az  |
 RA1269|                                                           dddmmss.s |
 RA1269| CH7110 CHUCK AZ MK                                        0292043.2 |
 RA1269| RA1268 CHUCK CAIRN                           8.940 METERS 23913     |
 RA1269| CH7112 CHUCK RM 2                            7.953 METERS 24616     |
 RA1269| CH7111 CHUCK RM 1                            3.525 METERS 26917     |
 RA1269|---------------------------------------------------------------------|
 RA1269
 RA1269                          SUPERSEDED SURVEY CONTROL
 RA1269
 RA1269  NAD 83(1991)-  45 49 25.94435(N)    116 16 25.27978(W) AD(       ) 2
 RA1269  NAD 83(1986)-  45 49 25.94432(N)    116 16 25.27959(W) AD(       ) 2
 RA1269  NAD 27      -  45 49 26.36638(N)    116 16 21.76431(W) AD(       ) 2
 RA1269  NGVD 29 (07/19/86) 1296.8    (m)         4255.     (f) VERT ANG       
 RA1269
 RA1269.Superseded values are not recommended for survey control.
 RA1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1269.See file dsdata.txt to determine how the superseded data were derived.
 RA1269
 RA1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5641874735(NAD 83)
 RA1269_MARKER: DS = TRIANGULATION STATION DISK
 RA1269_SETTING: 80 = SET IN A BOULDER
 RA1269_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RA1269
 RA1269  HISTORY     - Date     Condition        Report By
 RA1269  HISTORY     - 1945     MONUMENTED       CGS
 RA1269
 RA1269                          STATION DESCRIPTION
 RA1269
 RA1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1269'STATION IS LOCATED ON A SHARP ROCKY SECTION OF THE RIDGE WHICH LIES
 RA1269'BETWEEN THE SALMON RIVER AND U.S. HIGHWAY 95.  IT IS ABOUT 5 MILES N
 RA1269'OF WHITE BIRD, 8.940 METERS ENE OF A 7-FOOT CAIRN, AND SLIGHTLY
 RA1269'LOWER THAN THE HIGHEST POINT.
 RA1269'
 RA1269'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN A
 RA1269'BOULDER.  IT IS STAMPED CHUCK 1945 AND IS FLUSH WITH THE GROUND.
 RA1269'
 RA1269'REFERENCE MARK 1 IS WSW OF THE STATION AND 1 FOOT LOWER.  IT IS ON
 RA1269'THE NW SLOPE OF THE RIDGE AND 2.5 FEET BELOW THE CREST.  IT IS A
 RA1269'BRONZE REFERENCE DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 RA1269'IT IS STAMPED CHUCK NO 1 1945 AND PROJECTS 5 INCHES.
 RA1269'
 RA1269'REFERENCE MARK 2 IS SW OF THE STATION, 2 FEET NE OF A 7-FOOT CAIRN,
 RA1269'1 FOOT LOWER THAN THE STATION, AND ON THE NW SLOPE.  IT IS A BRONZE
 RA1269'REFERENCE DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 RA1269'STAMPED CHUCK NO 2 1945 AND IS SET FLUSH.
 RA1269'
 RA1269'AZIMUTH MARK IS LOCATED ON THE S SLOPE OF THE SECOND RISE NE OF THE
 RA1269'STATION, 3.5 FEET W OF A 3-FOOT CAIRN, AND 100 FEET FROM THE CREST
 RA1269'OF THE RIDGE.  IT IS A BRONZE AZIMUTH DISK SET IN A 12- BY 12-INCH
 RA1269'BOULDER PROJECTING 5 INCHES.  DISK IS STAMPED CHUCK 1945.
 RA1269'
 RA1269'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 RA1269'STATE HIGHWAY 13 IN GRANGEVILLE, GO S ON U.S. HIGHWAY 95 FOR 4.9
 RA1269'MILES TO A T-ROAD AT A CURVE, TURN RIGHT AND FOLLOW GRAVEL ROAD 2.5
 RA1269'MILES TO A T-ROAD LEFT, TURN LEFT 0.5 MILE TO A POLE GATE.  PASS
 RA1269'THROUGH GATE AND CONTINUE 0.4 MILE TO A FORK, TAKE RIGHT FORK AND
 RA1269'CONTINUE ALONG MAIN TRAVELED ROAD 1.8 MILES TO A BOARD GATE, PASS
 RA1269'THROUGH GATE AND CONTINUE S 0.8 MILE TO AN OLD HOUSE AND BARN.
 RA1269'CONTINUE S UP SMALL DRAW 0.5 MILE TO A LOW SADDLE, TURN RIGHT
 RA1269'TO TOP OF RIDGE AND WIRE GATE JUST W OF A POWER LINE, ABOUT 0.5
 RA1269'MILE, TURN LEFT THROUGH GATE AND FOLLOW POWER LINE FOR 0.3 MILE.
 RA1269'FROM HERE BEAR RIGHT ALONG CREST OF RIDGE FOR 0.7 MILE TO THE
 RA1269'AZIMUTH MARK ON THE LEFT.  CONTINUE DOWN CREST OF RIDGE 0.4 MILE TO
 RA1269'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1268 ***********************************************************************
 RA1268  DESIGNATION -  CHUCK CAIRN
 RA1268  PID         -  RA1268
 RA1268  STATE/COUNTY-  ID/IDAHO
 RA1268  USGS QUAD   -  WHITE BIRD (1982)
 RA1268
 RA1268                         *CURRENT SURVEY CONTROL
 RA1268  ___________________________________________________________________
 RA1268* NAD 83(1992)-  45 49 25.79509(N)    116 16 25.63642(W)     ADJUSTED  
 RA1268* NAVD 88     -      1298.     (meters)    4259.     (feet)  SCALED    
 RA1268  ___________________________________________________________________
 RA1268  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 RA1268  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 RA1268
 RA1268  HORZ ORDER  -  THIRD
 RA1268
 RA1268.The horizontal coordinates were established by classical geodetic methods
 RA1268.and adjusted by the National Geodetic Survey in July 1992..
 RA1268
 RA1268.The orthometric height was scaled from a topographic map.
 RA1268
 RA1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1268
 RA1268.The geoid height was determined by GEOID03.
 RA1268
 RA1268;                    North         East     Units Scale Factor Converg.
 RA1268;SPC ID W     -   461,994.026   759,299.816   MT  0.99995369   -0 22 32.4
 RA1268;UTM  11      - 5,074,730.721   556,410.435   MT  0.99963912   +0 31 15.1
 RA1268
 RA1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1268!SPC ID W     -   0.99979907  x   0.99995369  =   0.99975277
 RA1268!UTM  11      -   0.99979907  x   0.99963912  =   0.99943826
 RA1268
 RA1268                          SUPERSEDED SURVEY CONTROL
 RA1268
 RA1268  NAD 83(1991)-  45 49 25.79617(N)    116 16 25.63562(W) AD(       ) 4
 RA1268  NAD 83(1986)-  45 49 25.79615(N)    116 16 25.63542(W) AD(       ) 4
 RA1268  NAD 27      -  45 49 26.21821(N)    116 16 22.12013(W) AD(       ) 3
 RA1268
 RA1268.Superseded values are not recommended for survey control.
 RA1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1268.See file dsdata.txt to determine how the superseded data were derived.
 RA1268
 RA1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5641074731(NAD 83)
 RA1268_MARKER: 72 = CAIRN
 RA1268
 RA1268  HISTORY     - Date     Condition        Report By
 RA1268  HISTORY     - 1945     FIRST OBSERVED   CGS
 RA1268
 RA1268                          STATION DESCRIPTION
 RA1268
 RA1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA1268'STATION IS LOCATED ON A SHARP ROCKY SECTION OF THE RIDGE WHICH LIES
 RA1268'BETWEEN THE SALMON RIVER AND U.S. HIGHWAY 95.  IT IS ABOUT 5 MILES N
 RA1268'OF WHITE BIRD, 8.940 METERS ENE OF WSW OF CHUCK, AND SLIGHTLY
 RA1268'LOWER THAN THE HIGHEST POINT.
 RA1268'
 RA1268'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 RA1268'STATE HIGHWAY 13 IN GRANGEVILLE, GO S ON U.S. HIGHWAY 95 FOR 4.9
 RA1268'MILES TO A T-ROAD AT A CURVE, TURN RIGHT AND FOLLOW GRAVEL ROAD 2.5
 RA1268'MILES TO A T-ROAD LEFT, TURN LEFT 0.5 MILE TO A POLE GATE.  PASS
 RA1268'THROUGH GATE AND CONTINUE 0.4 MILE TO A FORK, TAKE RIGHT FORK AND
 RA1268'CONTINUE ALONG MAIN TRAVELED ROAD 1.8 MILES TO A BOARD GATE, PASS
 RA1268'THROUGH GATE AND CONTINUE S 0.8 MILE TO AN OLD HOUSE AND BARN.
 RA1268'CONTINUE S UP SMALL DRAW 0.5 MILE TO A LOW SADDLE, TURN RIGHT
 RA1268'TO TOP OF RIDGE AND WIRE GATE JUST W OF A POWER LINE, ABOUT 0.5
 RA1268'MILE, TURN LEFT THROUGH GATE AND FOLLOW POWER LINE FOR 0.3 MILE.
 RA1268'FROM HERE BEAR RIGHT ALONG CREST OF RIDGE FOR 0.7 MILE TO THE
 RA1268'AZIMUTH MARK ON THE LEFT.  CONTINUE DOWN CREST OF RIDGE 0.4 MILE TO
 RA1268'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0571 ***********************************************************************
 NT0571  DESIGNATION -  CHURCH
 NT0571  PID         -  NT0571
 NT0571  STATE/COUNTY-  ID/FRANKLIN
 NT0571  USGS QUAD   -  BANIDA (1969)
 NT0571
 NT0571                         *CURRENT SURVEY CONTROL
 NT0571  ___________________________________________________________________
 NT0571* NAD 83(1994)-  42 10 43.04022(N)    111 54 57.38058(W)     ADJUSTED  
 NT0571* NAVD 88     -      1453.1    (meters)    4767.     (feet)  VERTCON   
 NT0571  ___________________________________________________________________
 NT0571  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 NT0571  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NT0571
 NT0571  HORZ ORDER  -  THIRD
 NT0571
 NT0571.The horizontal coordinates were established by classical geodetic methods
 NT0571.and adjusted by the National Geodetic Survey in November 1997..
 NT0571
 NT0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0571
 NT0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0571
 NT0571.The geoid height was determined by GEOID03.
 NT0571
 NT0571;                    North         East     Units Scale Factor Converg.
 NT0571;SPC ID E     -    56,891.261   220,713.694   MT  0.99995265   +0 10 06.1
 NT0571;UTM  12      - 4,670,014.753   424,356.295   MT  0.99967040   -0 36 54.1
 NT0571
 NT0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0571!SPC ID E     -   0.99977437  x   0.99995265  =   0.99972703
 NT0571!UTM  12      -   0.99977437  x   0.99967040  =   0.99944484
 NT0571
 NT0571:                Primary Azimuth Mark                     Grid Az
 NT0571:SPC ID E     -  CHURCH AZ MK                             001 41 52.3
 NT0571:UTM  12      -  CHURCH AZ MK                             002 28 52.5
 NT0571
 NT0571|---------------------------------------------------------------------|
 NT0571| PID    Reference Object                     Distance      Geod. Az  |
 NT0571|                                                           dddmmss.s |
 NT0571| CM5330 CHURCH AZ MK                                       0015158.4 |
 NT0571| CM5331 CHURCH RM 1                          17.671 METERS 08533     |
 NT0571| CM5332 CHURCH RM 2                          11.264 METERS 18145     |
 NT0571|---------------------------------------------------------------------|
 NT0571
 NT0571                          SUPERSEDED SURVEY CONTROL
 NT0571
 NT0571  NAD 83(1992)-  42 10 43.04001(N)    111 54 57.37565(W) AD(       ) 3
 NT0571  NAD 83(1986)-  42 10 43.03368(N)    111 54 57.36554(W) AD(       ) 3
 NT0571  NAD 27      -  42 10 43.31330(N)    111 54 54.53200(W) AD(       ) 3
 NT0571  NGVD 29 (07/19/86) 1452.1    (m)         4764.     (f) VERT ANG       
 NT0571
 NT0571.Superseded values are not recommended for survey control.
 NT0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0571.See file dsdata.txt to determine how the superseded data were derived.
 NT0571
 NT0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2435670015(NAD 83)
 NT0571_MARKER: DS = TRIANGULATION STATION DISK
 NT0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0571_STAMPING: CHURCH 1963
 NT0571_MARK LOGO: CGS   
 NT0571_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0571+STABILITY: SURFACE MOTION
 NT0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0571+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 NT0571
 NT0571  HISTORY     - Date     Condition        Report By
 NT0571  HISTORY     - 1963     MONUMENTED       CGS
 NT0571  HISTORY     - 19930515 GOOD             LOCENG
 NT0571
 NT0571                          STATION DESCRIPTION
 NT0571
 NT0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0571'THE STATION IS ABOUT 6 MILES NORTH-NORTHWEST OF PRESTON, 10
 NT0571'MILES SOUTH-SOUTHEAST OF SWAN LAKE AND 1/4 MILE WEST OF U.S. HIGHWAY
 NT0571'91, ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH SURFACED ROAD.
 NT0571'
 NT0571'TO REACH THE STATION FROM THE VILLAGE OF SWAN LAKE, GO
 NT0571'SOUTHEASTERLY ON U.S. HIGHWAY 91 FOR 9.8 MILES TO A DIAGONAL
 NT0571'CROSSROAD WHERE A GRAVELED ROAD LEADS SHARP LEFT AND A SURFACED
 NT0571'ROAD LEADS RIGHT AND THE AZIMUTH MARK ON THE LEFT.  BEAR
 NT0571'RIGHT ON THE SURFACED ROAD FOR 0.3 MILE TO THE STATION ON THE
 NT0571'RIGHT.
 NT0571'
 NT0571'THE STATION MARK IS A STANDARD DISK, STAMPED CHURCH 1963, SET
 NT0571'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 NT0571'GROUND.  IT IS 29 FEET WEST OF THE CENTERLINE OF THE SURFACED
 NT0571'ROAD, 62 FEET WEST-NORTHWEST OF A T-FENCE CORNER, 4.9 FEET
 NT0571'NORTH-NORTHEAST OF A METAL WITNESS POST AND 2.5 FEET EAST OF A
 NT0571'FENCE.
 NT0571'
 NT0571'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHURCH NO 1 1963,
 NT0571'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 NT0571'THE GROUND.  IT IS 30 FEET EAST OF THE CENTERLINE OF THE SURFACED
 NT0571'ROAD, 19.5 FEET NORTH OF THE T-FENCE CORNER AND 1 FOOT WEST OF
 NT0571'A FENCE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 NT0571'
 NT0571'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHURCH NO 2 1963,
 NT0571'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 NT0571'GROUND.  IT IS 65 FEET WEST OF THE T-FENCE CORNER, 30 FEET WEST
 NT0571'OF THE CENTERLINE OF THE SURFACED ROAD AND 1 FOOT EAST OF A
 NT0571'FENCE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 NT0571'
 NT0571'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHURCH 1963, SET IN
 NT0571'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 NT0571'IT IS 48 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 91, 14.5
 NT0571'FEET SOUTH OF THE CENTERLINE OF A GRAVEL SIDE ROAD LEADING EAST,
 NT0571'3.4 FEET WEST OF A FENCE CORNER POST AND 1.8 FEET EAST OF A
 NT0571'WITNESS POST.
 NT0571
 NT0571                          STATION RECOVERY (1993)
 NT0571
 NT0571'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NT0571'RECOVERED IN GOOD CONDITION EXCEPT MARK IS NOW 0.17 M (0.56 FT) BELOW
 NT0571'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0668 ***********************************************************************
 OX0668  DESIGNATION -  CHURCH
 OX0668  PID         -  OX0668
 OX0668  STATE/COUNTY-  ID/FREMONT
 OX0668  USGS QUAD   -  LINDERMAN DAM (1965)
 OX0668
 OX0668                         *CURRENT SURVEY CONTROL
 OX0668  ___________________________________________________________________
 OX0668* NAD 83(1992)-  43 59 21.51526(N)    111 25 14.66864(W)     ADJUSTED  
 OX0668* NAVD 88     -      1708.0    (meters)    5604.     (feet)  VERTCON   
 OX0668  ___________________________________________________________________
 OX0668  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 OX0668  GEOID HEIGHT-         -10.44  (meters)                     GEOID03
 OX0668
 OX0668  HORZ ORDER  -  FIRST
 OX0668
 OX0668.The horizontal coordinates were established by classical geodetic methods
 OX0668.and adjusted by the National Geodetic Survey in July 1992..
 OX0668
 OX0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0668
 OX0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0668
 OX0668.The geoid height was determined by GEOID03.
 OX0668
 OX0668;                    North         East     Units Scale Factor Converg.
 OX0668;SPC ID E     -   258,277.969   259,835.489   MT  0.99999139   +0 31 05.1
 OX0668;UTM  12      - 4,870,771.540   466,261.374   MT  0.99961400   -0 17 32.0
 OX0668
 OX0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0668!SPC ID E     -   0.99973388  x   0.99999139  =   0.99972528
 OX0668!UTM  12      -   0.99973388  x   0.99961400  =   0.99934799
 OX0668
 OX0668:                Primary Azimuth Mark                     Grid Az
 OX0668:SPC ID E     -  CHURCH AZ MK                             055 47 16.4
 OX0668:UTM  12      -  CHURCH AZ MK                             056 35 53.5
 OX0668
 OX0668|---------------------------------------------------------------------|
 OX0668| PID    Reference Object                     Distance      Geod. Az  |
 OX0668|                                                           dddmmss.s |
 OX0668| CN4130 CHURCH AZ MK                                       0561821.5 |
 OX0668| PY1158 SQUIRREL AZ MK                      APPROX.10.0 KM 0650630.3 |
 OX0668| OX0660 DRUMMOND SCHOOL CUPOLA              APPROX. 6.1 KM 0810453.0 |
 OX0668| CN4131 CHURCH RM 1                           2.063 METERS 24908     |
 OX0668| CN4132 CHURCH RM 2                           3.933 METERS 31653     |
 OX0668| PY1163 RESERVOIR AZ MK                     APPROX.11.6 KM 3283121.5 |
 OX0668| PY1164 ASHTON MUNICIPAL TANK               APPROX. 9.2 KM 3495045.5 |
 OX0668|---------------------------------------------------------------------|
 OX0668
 OX0668                          SUPERSEDED SURVEY CONTROL
 OX0668
 OX0668  NAD 83(1986)-  43 59 21.51327(N)    111 25 14.64763(W) AD(       ) 1
 OX0668  NAD 27      -  43 59 21.82000(N)    111 25 11.81100(W) AD(       ) 1
 OX0668  NGVD 29 (07/19/86) 1706.9    (m)         5600.     (f) VERT ANG       
 OX0668
 OX0668.Superseded values are not recommended for survey control.
 OX0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0668.See file dsdata.txt to determine how the superseded data were derived.
 OX0668
 OX0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP6626170772(NAD 83)
 OX0668_MARKER: DB = BENCH MARK DISK
 OX0668_SETTING: 66 = SET IN ROCK OUTCROP
 OX0668
 OX0668  HISTORY     - Date     Condition        Report By
 OX0668  HISTORY     - 1931     MONUMENTED       USGS
 OX0668  HISTORY     - 1946     GOOD             USGS
 OX0668  HISTORY     - 1964     GOOD             USGS
 OX0668
 OX0668                          STATION DESCRIPTION
 OX0668
 OX0668'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OX0668'THE STATION IS ONE ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY
 OX0668'AND IS LOCATED ABOUT 6.0 MILES AIRLINE SOUTH OF ASHTON, ABOUT
 OX0668'14 MILES AIRLINE EAST OF ST. ANTHONY, ABOUT 0.5 MILE SOUTHEAST
 OX0668'OF FARNUM SCHOOL AND ABOUT 0.5 MILE SOUTHWEST OF FARNUM CHURCH.
 OX0668'IT IS A BENCH MARK DISK SET FLUSH IN ABOUT A 6 FOOT ROUND AREA
 OX0668'OF OUTCROPPING BEDROCK PROJECTING ABOUT 6 INCHES, NEAR THE SOUTH
 OX0668'END OF THE HIGHEST PART OF A SMALL PROMINENT KNOLL SURROUNDED
 OX0668'BY CULTIVATED LAND AND IS STAMPED CHURCH 1931.
 OX0668'
 OX0668'REFERENCE MARK NO. 1 IS A REFERENCE MARK DISK SET FLUSH IN A 6
 OX0668'BY 6 FOOT AREA OF ROCK OUTCROP PROJECTING ABOUT 3 INCHES AND
 OX0668'IS STAMPED CHURCH NO 1 1931.  IT IS WEST SOUTHWEST OF THE STATION
 OX0668'AND ABOUT 1 FOOT LOWER.  DISTANCE WAS MEASURED TO THE POINT OF
 OX0668'THE ARROW IN THE DISK.
 OX0668'
 OX0668'REFERENCE MARK NO. 2 IS A REFERENCE MARK DISK SET FLUSH IN A 3
 OX0668'BY 3 FOOT AREA OF ROCK OUTCROP PROJECTING ABOUT 3 INCHES AND
 OX0668'IS STAMPED CHURCH NO 2 1931.  IT IS NORTHWEST OF THE STATION.
 OX0668'DISTANCE WAS MEASURED TO THE POINT OF THE ARROW IN THE DISK.
 OX0668'
 OX0668'THE AZIMUTH MARK IS A STATE OF IDAHO DEPT. OF PUBLIC WORKS
 OX0668'BOUNDARY STATE RIGHT OF WAY MARK, A BRONZE DISK SET IN A 6
 OX0668'INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES AND
 OX0668'HAS BEEN STAMPED CHURCH U.S.G.S. AZIMUTH 1946.  IT IS ABOUT 1.0
 OX0668'MILE NORTHEAST OF THE STATION, IN A FENCE LINE 39 FEET SOUTH
 OX0668'OF THE CENTER OF A GRAVEL ROAD AND 59 FEET EAST OF A TELEGRAPH
 OX0668'POLE.  TO REACH THE MARK FROM THE FARNUM CHURCH GO EAST ON THE
 OX0668'GRAVEL ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT AS
 OX0668'DESCRIBED.
 OX0668'
 OX0668'TO REACH THE STATION FROM THE JUNCTION OF THE UNION PACIFIC
 OX0668'RAILROAD TRACKS AND U.S. HIGHWAY NO 191 IN ASHTON GO EAST ON
 OX0668'HIGHWAY 191 FOR 0.7 MILE TO A CROSSROAD, TURN RIGHT AND FOLLOW
 OX0668'MAIN GRAVEL ROAD SOUTH AND EAST FOR 6.25 MILES TO A SIDE ROAD
 OX0668'RIGHT, SOUTH, JUST BEFORE REACHING FARNUM CHURCH.  HERE TURN
 OX0668'RIGHT AND GO SOUTH 0.5 MILE TO A FENCE LINE RIGHT, TURN RIGHT
 OX0668'AND GO WEST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.25 MILE,
 OX0668'HERE TURN LEFT AND GO SOUTH 0.1 MILE ALONG THE EAST BASE OF
 OX0668'THE KNOLL, THEN TURN RIGHT AND GO WEST AND SOUTH 0.25 MILE TO
 OX0668'THE TOP OF THE KNOLL AND THE STATION AS DESCRIBED.
 OX0668
 OX0668                          STATION RECOVERY (1964)
 OX0668
 OX0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OX0668'LOCATED 6 MI. (AIRLINE) S. OF ASHTON AND 14 MI. E. OF ST. ANTHONY,
 OX0668'0.5 MI. SE. OF FARNUM SCHOOL AND 0.5 MI. SW. OF FARNUM CHURCH, NEAR
 OX0668'S. END OF HIGHEST PART OF KNOLL.
 OX0668'
 OX0668'STATION MARK--STANDARD TABLET STAMPED---CHURCH 1931--- SET IN ROCK.
 OX0668'
 OX0668'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OX0668'---CHURCH NO 1 1931--- SET IN ROCK, 6.87 FT. FROM STATION MARK,
 OX0668'S 69 DEG 12 MIN W.
 OX0668'
 OX0668'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OX0668'---CHURCH NO 2 1931--- SET IN ROCK, 13.00 FT. FROM STATION MARK,
 OX0668'N 43 DEG 03 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0999 ***********************************************************************
 NV0999  DESIGNATION -  CINDER
 NV0999  PID         -  NV0999
 NV0999  STATE/COUNTY-  ID/JEROME
 NV0999  USGS QUAD   -  EDEN NE (1992)
 NV0999
 NV0999                         *CURRENT SURVEY CONTROL
 NV0999  ___________________________________________________________________
 NV0999* NAD 83(1992)-  42 39 36.20802(N)    114 04 48.69572(W)     ADJUSTED  
 NV0999* NAVD 88     -      1288.2    (meters)    4226.     (feet)  VERTCON   
 NV0999  ___________________________________________________________________
 NV0999  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 NV0999  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NV0999
 NV0999  HORZ ORDER  -  SECOND
 NV0999
 NV0999.The horizontal coordinates were established by classical geodetic methods
 NV0999.and adjusted by the National Geodetic Survey in July 1992..
 NV0999
 NV0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0999
 NV0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0999
 NV0999.The geoid height was determined by GEOID03.
 NV0999
 NV0999;                    North         East     Units Scale Factor Converg.
 NV0999;SPC ID C     -   110,339.679   493,425.377   MT  0.99994790   -0 03 15.6
 NV0999;UTM  11      - 4,727,199.758   739,305.024   MT  1.00030461   +1 58 46.3
 NV0999;UTM  12      - 4,727,666.634   247,548.805   MT  1.00038416   -2 05 18.2
 NV0999
 NV0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0999!SPC ID C     -   0.99980028  x   0.99994790  =   0.99974819
 NV0999!UTM  11      -   0.99980028  x   1.00030461  =   1.00010483
 NV0999!UTM  12      -   0.99980028  x   1.00038416  =   1.00018437
 NV0999
 NV0999|---------------------------------------------------------------------|
 NV0999| PID    Reference Object                     Distance      Geod. Az  |
 NV0999|                                                           dddmmss.s |
 NV0999| CD4440 CINDER RM 2                           8.572 METERS 00724     |
 NV0999| NU1767 KIMAMA BUTTE LOOKOUT HOUSE          APPROX.18.8 KM 0525231.5 |
 NV0999| CD4437 CINDER AZ MK                                       1561648.7 |
 NV0999| NV1002 HAZELTON COLO MILL CO ELEVATOR      APPROX. 8.2 KM 2114051.6 |
 NV0999| NV1003 HAZELTON MUNICIPAL TANK             APPROX. 8.6 KM 2120109.1 |
 NV0999| CD4439 CINDER RM 1                          17.348 METERS 27713     |
 NV0999| CD4438 CINDER RM                             6.623 METERS 27717     |
 NV0999| NV1008 SALT LAKE PENDLETON AWY BCN 17      APPROX. 5.2 KM 2842327.8 |
 NV0999|---------------------------------------------------------------------|
 NV0999
 NV0999                          SUPERSEDED SURVEY CONTROL
 NV0999
 NV0999  NAD 83(1986)-  42 39 36.20765(N)    114 04 48.69313(W) AD(       ) 2
 NV0999  NAD 27      -  42 39 36.53200(N)    114 04 45.58400(W) AD(       ) 2
 NV0999  NGVD 29 (07/19/86) 1287.3    (m)         4223.     (f) VERT ANG       
 NV0999
 NV0999.Superseded values are not recommended for survey control.
 NV0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0999.See file dsdata.txt to determine how the superseded data were derived.
 NV0999
 NV0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH3930527200(NAD 83)
 NV0999_MARKER: Z = SEE DESCRIPTION
 NV0999_SETTING: 0 = UNSPECIFIED SETTING
 NV0999
 NV0999  HISTORY     - Date     Condition        Report By
 NV0999  HISTORY     - 1950     MONUMENTED       CGS
 NV0999
 NV0999                          STATION DESCRIPTION
 NV0999
 NV0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NV0999'THE STATION IS LOCATED ON A SMALL, ROCKY KNOLL KNOWN AS CINDER
 NV0999'BUTTE.  IT IS ABOUT 5-1/2 MILES AIRLINE NORTHEAST OF HAZELTON,
 NV0999'ABOUT 16 MILES AIRLINE NORTHWEST OF BURLEY, AND ABOUT 16 MILES
 NV0999'AIRLINE WEST-NORTHWEST OF PAUL.
 NV0999'
 NV0999'THE STATION IS A STANDARD U.S. COAST AND GEODETIC SURVEY AND
 NV0999'STATE SURVEY DISK WHICH HAS NO STAMPING.  IT IS SET IN TOP OF
 NV0999'A 6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES ABOVE
 NV0999'THE GROUND.
 NV0999'
 NV0999'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CINDER NO
 NV0999'1 1950 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH
 NV0999'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT 5 FEET
 NV0999'LOWER THAN THE STATION.
 NV0999'
 NV0999'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CINDER NO 2
 NV0999'1950 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH
 NV0999'PROJECTS ABOUT 2 FEET HIGHER THAN THE SURROUNDING SURFACE AND
 NV0999'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 NV0999'
 NV0999'THE U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY REFERENCE MARK
 NV0999'DISK HAS NO STAMPING.  IT IS SET IN TOP OF A 6-INCH SQUARE
 NV0999'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES ABOVE THE GROUND AND IS
 NV0999'1 FOOT LOWER THAN THE STATION.
 NV0999'
 NV0999'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CINDER 1950 SET IN
 NV0999'A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 5 FEET
 NV0999'ABOVE THE GROUND.  IT IS 22.3 FEET EAST OF THE CENTER LINE OF A
 NV0999'TRACK ROAD, AND 30 FEET NORTHEAST OF THE NORTHEAST END OF A CANAL
 NV0999'BRIDGE.
 NV0999'
 NV0999'TO REACH THE STATION FROM THE STOP LIGHT AND CROSSROAD IN HAZELTON,
 NV0999'GO EAST ON STATE HIGHWAY 25 FOR 2.8 MILES TO A DIAGONAL CROSSROAD.
 NV0999'TURN LEFT OFF THE HIGHWAY AND GO EASTERLY AND THEN NORTHERLY
 NV0999'CROSSING OVER A BRIDGE ON A GRAVELED ROAD FOR 3.2 MILES TO A
 NV0999'CROSSROAD.  TURN RIGHT AND FOLLOW EAST ON THE TRACK ROAD FOR
 NV0999'0.45 MILE TO SOME RANCH BUILDINGS.  TURN LEFT AND FOLLOW THE
 NV0999'TRACK ROAD ON THE LEFT SIDE OF THE RANCH BUILDINGS IN A
 NV0999'NORTHERLY DIRECTION FOR 0.75 MILE TO A ROAD RUNNING ALONG A
 NV0999'CANAL.  TURN RIGHT AND FOLLOW THE ROAD ALONG THE SMALL CANAL
 NV0999'FOR 0.1 MILE TO A ROAD WHICH RUNS ALONG A LARGE CANAL.
 NV0999'TURN RIGHT AND FOLLOW THE ROAD EASTERLY ALONG THE LARGE CANAL
 NV0999'FOR 0.2 MILE TO A BRIDGE AND THE AZIMUTH MARK.  TURN LEFT AND
 NV0999'CROSS OVER THE BRIDGE FOLLOWING THE ROAD NORTHERLY FOR
 NV0999'1.4 MILES TO THE BASE OF A SMALL BUTTE AND THE STATION.  A
 NV0999'4-WHEEL DRIVE TRUCK CAN BE DRIVEN TO THE TOP OF THE BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1057 ***********************************************************************
 OZ1057  DESIGNATION -  CINDER
 OZ1057  PID         -  OZ1057
 OZ1057  STATE/COUNTY-  ID/ADA
 OZ1057  USGS QUAD   -  CINDER CONE BUTTE (1992)
 OZ1057
 OZ1057                         *CURRENT SURVEY CONTROL
 OZ1057  ___________________________________________________________________
 OZ1057* NAD 83(1992)-  43 13 08.92325(N)    115 59 35.41737(W)     ADJUSTED  
 OZ1057* NAVD 88     -      1045.6    (meters)    3430.     (feet)  VERTCON   
 OZ1057  ___________________________________________________________________
 OZ1057  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 OZ1057  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 OZ1057
 OZ1057  HORZ ORDER  -  FIRST
 OZ1057
 OZ1057.The horizontal coordinates were established by classical geodetic methods
 OZ1057.and adjusted by the National Geodetic Survey in July 1992..
 OZ1057
 OZ1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1057
 OZ1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1057
 OZ1057.The geoid height was determined by GEOID03.
 OZ1057
 OZ1057;                    North         East     Units Scale Factor Converg.
 OZ1057;SPC ID W     -   172,469.491   780,243.488   MT  0.99993813   -0 09 59.5
 OZ1057;UTM  11      - 4,785,643.014   581,772.949   MT  0.99968226   +0 41 22.2
 OZ1057
 OZ1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1057!SPC ID W     -   0.99983860  x   0.99993813  =   0.99977674
 OZ1057!UTM  11      -   0.99983860  x   0.99968226  =   0.99952091
 OZ1057
 OZ1057|---------------------------------------------------------------------|
 OZ1057| PID    Reference Object                     Distance      Geod. Az  |
 OZ1057|                                                           dddmmss.s |
 OZ1057| CD4442 CINDER RM 1                           5.583 METERS 04121     |
 OZ1057| OZ1045 AIRWAY BN 26 10 MI NW MTN HOME      APPROX.15.4 KM 0784641.5 |
 OZ1057| CD4441 3080 13 WF                                         0992203.9 |
 OZ1057| CD4443 CINDER RM 2                           6.387 METERS 12732     |
 OZ1057| CD5566 T2S R4E SECS 28 33 1/4 COR                         1321211.8 |
 OZ1057| OZ1054 MOUNTAIN HOME AFB TANK AND BCN      APPROX.21.1 KM 1505120.8 |
 OZ1057| OZ1053 MOUNTAIN HOME AFB CONTROL TWR       APPROX.21.4 KM 1520818.9 |
 OZ1057| OH1306 ORCHARD WATER TANK                  APPROX.11.0 KM 3445915.2 |
 OZ1057|---------------------------------------------------------------------|
 OZ1057
 OZ1057                          SUPERSEDED SURVEY CONTROL
 OZ1057
 OZ1057  NAD 83(1986)-  43 13 08.92400(N)    115 59 35.41245(W) AD(       ) 1
 OZ1057  NAD 27      -  43 13 09.31374(N)    115 59 32.05480(W) AD(       ) 1
 OZ1057  NGVD 29 (07/19/86) 1044.7    (m)         3427.     (f) VERT ANG       
 OZ1057
 OZ1057.Superseded values are not recommended for survey control.
 OZ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1057.See file dsdata.txt to determine how the superseded data were derived.
 OZ1057
 OZ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8177385643(NAD 83)
 OZ1057_MARKER: DD = SURVEY DISK
 OZ1057_SETTING: 80 = SET IN A BOULDER
 OZ1057_SP_SET: PARTIALLY EXPOSED BOULDER
 OZ1057_STAMPING: CINDER 1947
 OZ1057_MARK LOGO: USGS  
 OZ1057_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ1057+STABILITY: SURFACE MOTION
 OZ1057
 OZ1057  HISTORY     - Date     Condition        Report By
 OZ1057  HISTORY     - 1947     MONUMENTED       USGS
 OZ1057  HISTORY     - 1956     GOOD             USGS
 OZ1057  HISTORY     - 1958     GOOD             CGS
 OZ1057  HISTORY     - 1961     GOOD             CGS
 OZ1057  HISTORY     - 1979     GOOD             NGS
 OZ1057  HISTORY     - 19821115 GOOD             NGS
 OZ1057
 OZ1057                          STATION DESCRIPTION
 OZ1057
 OZ1057'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ1057'STATION MARK--A STANDARD USGS BM STATION MARK SET IN A DRILL HOLE IN
 OZ1057'A BURIED BOULDER FLUSH WITH THE SURROUNDING SURFACE AND STAMPED---,
 OZ1057'---CINDER 1947---.
 OZ1057
 OZ1057                          STATION RECOVERY (1958)
 OZ1057
 OZ1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OZ1057'THE STATION IS 9 MILES SOUTH OF THE INTERSECTION OF U.S.
 OZ1057'HIGHWAY 30 AND THE GRANDVIEW ROAD, (THIS POINT IS 22.5 MILES
 OZ1057'SOUTHEASTERLY FROM BOISE ALONG U.S. HIGHWAY 30) ON A VERY
 OZ1057'PROMINENT CINDER CONE BUTTE RISING SHARPLY FROM THE DESERT
 OZ1057'FLOOR.
 OZ1057'
 OZ1057'TO REACH FROM THE ABOVE MENTIONED INTERSECTION GO SOUTH ON
 OZ1057'THE GRANDVIEW ROAD FOR 9 MILES TO A CROSS ROAD INTERSECTION
 OZ1057'AND THE AZIMUTH MARK IN THE SOUTHEAST CORNER OF THE INTERSECTION,
 OZ1057'TURN RIGHT, WEST, FOR 1.35 MILES TO A Y FORKS AT THE SOUTHEAST
 OZ1057'OF THE STATION HILL, TURN RIGHT, NORTHWEST, FOR 0.15 MILE TO
 OZ1057'FORKS, KEEP RIGHT, NORTH, TO THE SOUTHEAST BASE OF THE HILL
 OZ1057'AND A POINT ABOVE THE BORROW PIT AREA, KEEP LEFT ON THE UPPER
 OZ1057'ROADS AROUND THE SOUTH AND WEST SIDE OF THE HILL TO ITS TOP
 OZ1057'AND THE STATION SITE.
 OZ1057'
 OZ1057'THE STATION MARK IS A STANDARD USGS BM STATION MARK SET IN
 OZ1057'A DRILL HOLE IN A BURIED BOULDER FLUSH WITH THE SURROUNDING
 OZ1057'SURFACE AND STAMPED CINDER 1947.
 OZ1057'
 OZ1057'THE REFERENCE MARKS ARE STANDARD USGS REFERENCE MARK DISKS
 OZ1057'SET IN DRILL HOLES IN BURIED BOULDERS FLUSH WITH THE SURFACE
 OZ1057'AND STAMPED NO 1 AND NO 2 RESPECTIVELY.
 OZ1057'
 OZ1057'THE AZIMUTH MARK IN A USGS BM DISK SET IN THE TOP OF A SQUARE
 OZ1057'CONCRETE POST.  IT IS 20 PACES SOUTH AND 9 PACES WEST OF THE
 OZ1057'INTERSECTION OF THE CROSSROADS ABOUT 1.35 MILES EAST OF THE
 OZ1057'STATION.  IT IS STAMPED 3080 13 WF 1955 AND PROJECTS 3 INCHES.
 OZ1057'
 OZ1057'A 2-WHEEL DRIVE STATION IN DRY WEATHER.
 OZ1057
 OZ1057                          STATION RECOVERY (1961)
 OZ1057
 OZ1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 OZ1057'THE STATION WAS RECOVERED AS DESCRIBED BY W.W.H. IN 1958.  DUE
 OZ1057'TO ROAD CHANGES A NEW ROUTING TO THE STATION FOLLOWS--
 OZ1057'
 OZ1057'TO REACH THE STATION FROM THE POSTOFFICE IN MOUNTAIN HOME,
 OZ1057'GO NORTHWEST ON U.S. HIGHWAY 30 FOR 19.6 MILES TO THE SECOND
 OZ1057'OVERPASS AND THE MAYFIELD EXIT.  TURN RIGHT OFF OF HIGHWAY
 OZ1057'AND THEN LEFT OVER THE OVERPASS AND GO SOUTHERLY ON A GRAVELED
 OZ1057'ROAD FOR 4.2 MILES TO A RAILROAD CROSSING.  CONTINUE SOUTHERLY
 OZ1057'ON GRAVELED ROAD FOR 4.55 MILES TO A CROSSROAD AND THE AZIMUTH
 OZ1057'MARK IN THE SOUTHWEST ANGLE OF THE ROADS.  TURN RIGHT AND
 OZ1057'GO WEST ON GRADED ROAD FOR 1.4 MILES TO A FORK.  TAKE RIGHT
 OZ1057'FORK AND CONTINUE WESTERLY FOR 0.1 MILE TO A CROSSROAD.  TURN
 OZ1057'RIGHT AND GO NORTH TOWARD BASE OF HILL FOR 0.25 MILE TO A
 OZ1057'BLADED ROAD GOING UP THE HILL.  FOLLOW BLADED ROAD UP HILL
 OZ1057'ON THE SOUTH AND WEST SIDE OF THE HILL FOR 0.8 MILE TO THE
 OZ1057'HIGHEST POINT AND THE STATION.
 OZ1057
 OZ1057                          STATION RECOVERY (1979)
 OZ1057
 OZ1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OZ1057'THE STATION MARK, REFERENCE MARKS ONE AND TWO WERE
 OZ1057'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 OZ1057'(3080 13 WF 1958) HAS BEEN DESTROYED.  SECTION CORNER
 OZ1057'MARKER T2S R4E 28 33 WAS ESTABLISHED AS AN AZIMUTH MARK.
 OZ1057'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND SHORTER BY 0.008 METER.
 OZ1057'THE DIRECTION TO REFERENCE MARK 1 DISAGREED WITH THE 1958 DATA
 OZ1057'BY 3 MINUTES.
 OZ1057'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND LONGER BY 0.028
 OZ1057'METER.
 OZ1057'THE DIRECTION TO REFERENCE MARK 2 AGREED WITH THE 1958 DATA.
 OZ1057'
 OZ1057'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 28,
 OZ1057'T2S, R4E, 22 1/2 MILES SOUTH OF BOISE, 5 1/2 MILES NORTHEAST
 OZ1057'OF MOUNTAIN HOME AIR FORCE BASE, ON THE HIGHEST ONE OF TWO
 OZ1057'POINTS OF CINDER CONE BUTTE AND ON PROPERTY OF THE AIR BASE.
 OZ1057'
 OZ1057'TO REACH THE STATION FROM THE SIMCO ROAD EXIT (EXIT 74) OF
 OZ1057'INTERSTATE 80N WHICH IS ABOUT 26 MILES SOUTHEAST OF BOISE AND
 OZ1057'20 MILES NORTHWEST OF MOUNTAIN HOME, GO SOUTH ON SIMCO ROAD FOR 4.
 OZ1057'4.35 MILES TO A RAILROAD CROSSING. CONTINUE AHEAD FOR 4.8
 OZ1057'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A CINDER ROAD
 OZ1057'FOR 1.5 MILES TO A FORK.  KEEP RIGHT FORK FOR 0.05 MILE TO A
 OZ1057'FENCE CORNER AND THE AZIMUTH MARK (T2S R4E 28 33) ON THE RIGHT.
 OZ1057'CONTINUE AHEAD FOR 0.05 MILE TO A FORK.  KEEP RIGHT FORK
 OZ1057'FOLLOWING A WINDING ROAD FOR 0.95 MILES TO A FORK BETWEEN THE
 OZ1057'TWO POINTS OF THE BUTTE.  KEEP RIGHT FORK FOR 0.1 MILE TO THE
 OZ1057'SUMMIT OF THE HIGHER POINT AND THE STATION ON
 OZ1057'STATION ON THE SUMMIT.
 OZ1057'
 OZ1057'THE STATION IS A STANDARD USGS BENCH MARK DISK
 OZ1057'STAMPED---CINDER 1947---,
 OZ1057'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 OZ1057'LARGEST DIMENSION.  IT IS LOCATED
 OZ1057'1.53 METERS SOUTH-SOUTHWEST FROM THE CENTER OF A WOOD POST.
 OZ1057'
 OZ1057'REFERENCE MARK NUMBER 01 IS A STANDARD USGS DISK
 OZ1057'STAMPED---NO 1---,
 OZ1057'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 OZ1057'LARGEST DIMENSION.  IT IS LOCATED
 OZ1057'1.66 METERS SOUTH-SOUTHEAST FROM THE WOOD POST
 OZ1057'MARK IS LEVEL WITH STATION.
 OZ1057'
 OZ1057'REFERENCE MARK NUMBER 02 IS A STANDARD USGS DISK
 OZ1057'STAMPED---NO 2---,
 OZ1057'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 OZ1057'LARGEST DIMENSION.  IT IS LOCATED
 OZ1057'9.33 METERS SOUTH-SOUTHWEST FROM THE WOOD POST
 OZ1057'MARK IS LEVEL WITH STATION.
 OZ1057'
 OZ1057'AZIMUTH MARK NUMBER 00 IS A SECTION CORNER MARKER (T2S R4E 28 33)
 OZ1057'DISK BONDED TO THE TOP OF A 1 1/2 INCH GALVENIZED PIPE.
 OZ1057'STAMPED---T2S R4E 28 33 BM 1/4 MT 1971--- AND PROJECTS 11
 OZ1057'CENTIMETERS.  IT IS LOCATED 6.9 METERS NORTH OF THE CENTER OF THE
 OZ1057'GRAVEL ROAD AND 0.8 METER SW OF A CORNER POST.
 OZ1057'
 OZ1057'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0000 METERS.
 OZ1057
 OZ1057                          STATION RECOVERY (1982)
 OZ1057
 OZ1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OZ1057'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 OZ1057'REFERENCE MARK 2 HAS BEEN DESTROYED.  THE AZIMUTH MARK WAS SEARCHED
 OZ1057'FOR BUT NOT RECOVERED.  A BURIED TELEPHONE CABLE IS NOW IN THE
 OZ1057'VICINITY OF THE AZIMUTH MARK.  THE MARK IS EITHER COVERED AND/OR
 OZ1057'DESTROYED.  A NEW AZIMUTH MARK AND REFERENCE MARK WERE ESTABLISHED AT
 OZ1057'THIS TIME.
 OZ1057' 
 OZ1057'THE STATION IS LOCATED ABOUT 38.4 KM (23.85 MI) S OF BOISE, ABOUT 35.2
 OZ1057'KM (21.85 MI) NW OF MOUNTAIN HOME, ON THE HIGHEST PART OF A VERY
 OZ1057'PROMIMENT CINDER CONE BUTTE RISING SHARPLY FROM THE DESERT FLOOR.  TO
 OZ1057'REACH THE STATION FROM EXIT 74 (SIMCO ROAD) FROM I 84, GO S ON SIMCO
 OZ1057'ROAD FOR 6.6 KM (4.10 MI) TO THE RAILROAD CROSSING AT SIMCO, CONTINUE
 OZ1057'S FOR 5.9 KM (3.65 MI) TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE S
 OZ1057'FOR 1.4 KM (0.85 MI) TO A CROSSROADS TURN RIGHT AND GO 2.2 KM (1.35
 OZ1057'MI) TO A ROAD FORK, TURN RIGHT AND GO 0.2 KM (0.10 MI) TO A FORK, TURN
 OZ1057'RIGHT AND GO UPHILL 1.3 KM (0.80 MI) TO A FORK AT SMALL SADDLE, TURN
 OZ1057'RIGHT AND GO 0.2 KM (0.10 MI) TO THE TOP OF HILL AND STATION.
 OZ1057' 
 OZ1057'THE STATION IS A STANDARD USCGS DISK STAMPED---CINDER 1947---, SET
 OZ1057'INTO PARTIALLY EXPOSED BOULDER OF 1 METER (3.3 FT) LARGEST DIMENSION.
 OZ1057'THE STATION IS LOCATED 9.0 METERS (29.5 FT) E FROM THE CENTER OF THE
 OZ1057'TOP OF THE HILL, 6.0 METERS (19.7 FT) S FROM A WOODEN POLE WITH A
 OZ1057'TRAIL SIGN ON IT, 5.5 METERS (18.0 FT) S FROM A WOODEN POLE WITH A
 OZ1057'WITNESS SIGN ATTACHED, 7.2 METERS (23.6 FT) S FROM A 0.5 METER (1.6
 OZ1057'FT) SQUARE CONCRETE BASE WITH A BOLT IN CENTER.
 OZ1057' 
 OZ1057'REFERENCE MARK NO 1, IS A STANDARD USGS DISK STAMPED---NO 1---, SET
 OZ1057'INTO PARTIALLY EXPOSED BOULDER OF 1 METER (3.3 FT) LARGEST DIMENSION.
 OZ1057'THE STATION IS LOCATED 1.8 METERS (5.9 FT) S FROM A BOLT IN CENTER OF
 OZ1057'0.5 METER (1.6 FT) SQUARE CONCRETE PLATFORM, 1.8 METERS (5.9 FT) E
 OZ1057'FROM A POLE WITH WITNESS SIGN ATTACHED, 0.8 METERS (2.6 FT) SE FROM A
 OZ1057'POLE WITH TRAIL SIGN, AND 0.1 METERS (0.3 FT) LOWER THAN THE STATION.
 OZ1057' 
 OZ1057'REFERENCE MARK NO 3, IS A STANDARD NGS DISK STAMPED---CINDER USGS 1958
 OZ1057'NO 3 1982---, SET INTO AN IRREGULAR MASS OF CONCRETE (30 CM) IN
 OZ1057'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 11.2 METERS (36.7
 OZ1057'FT) SE FROM A POLE WITH A WITNESS SIGN ATTACHED, 10.8 METERS (35.4 FT)
 OZ1057'SSE FROM A SIGN WITH A TRAIL SIGN ATTACHED, 12.0 METERS (39.4 FT) SSE
 OZ1057'FROM A BOLT IN CENTER OF 0.5 METER (1.6 FT) SQUARE CONCRETE PLATFORM
 OZ1057'AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 OZ1057' 
 OZ1057'AZIMUTH MARK NO 2, IS A STANDARD NGS DISK STAMPED---CINDER USGS 1958
 OZ1057'NO 2 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 OZ1057'DIAMETER, PROJECTING, 3 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 OZ1057'9.15 METERS (30.02 FT) W FROM THE CENTERLINE OF THE ROAD, 1.0 METERS
 OZ1057'(3.3 FT) N FROM A POWER POLE, 0.4 METERS (1.3 FT) S FROM A WITNESS
 OZ1057'POST.  TO REACH THE AZIMUTH MARK FROM THE SIMCO ROAD (EXIT 74) EXIT
 OZ1057'OFF I 84 IS GO S ON SIMCO ROAD FOR 6.6 KM (4.10 MI) TO RAILROAD
 OZ1057'CROSSING, CONTINUE S FOR 5.9 KM (3.65 MI) TO THE MARK ON THE RIGHT AT
 OZ1057'THE TOP OF A SMALL RISE.  THIS POINT IS AT THE THIRD POLE N OF WHERE
 OZ1057'THE POWERLINE TURNS WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0933 ***********************************************************************
 OY0933  CBN         -  This is a Cooperative Base Network Control Station.
 OY0933  DESIGNATION -  CINDER
 OY0933  PID         -  OY0933
 OY0933  STATE/COUNTY-  ID/BUTTE
 OY0933  USGS QUAD   -  ARCO SOUTH (1972)
 OY0933
 OY0933                         *CURRENT SURVEY CONTROL
 OY0933  ___________________________________________________________________
 OY0933* NAD 83(1999)-  43 37 07.19692(N)    113 20 43.32464(W)     ADJUSTED  
 OY0933* NAVD 88     -      1659.0    (meters)    5443.     (feet)  GPS OBS   
 OY0933  ___________________________________________________________________
 OY0933  X           -  -1,833,156.849 (meters)                     COMP
 OY0933  Y           -  -4,247,282.055 (meters)                     COMP
 OY0933  Z           -   4,378,651.904 (meters)                     COMP
 OY0933  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 OY0933  ELLIP HEIGHT-        1646.81  (meters)          (04/16/01) GPS OBS
 OY0933  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 OY0933
 OY0933  HORZ ORDER  -  B
 OY0933  ELLP ORDER  -  FOURTH    CLASS II
 OY0933
 OY0933.The horizontal coordinates were established by GPS observations
 OY0933.and adjusted by the National Geodetic Survey in April 2001..
 OY0933.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0933.DATUM ITEM on the data sheet items page.
 OY0933
 OY0933.The orthometric height was determined by GPS observations and a
 OY0933.high-resolution geoid model.
 OY0933
 OY0933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0933
 OY0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0933
 OY0933.The ellipsoidal height was determined by GPS observations
 OY0933.and is referenced to NAD 83.
 OY0933
 OY0933.The geoid height was determined by GEOID03.
 OY0933
 OY0933;                    North         East     Units Scale Factor Converg.
 OY0933;SPC ID C     -   217,036.187   552,837.938   MT  0.99998170   +0 27 05.8
 OY0933;UTM  12      - 4,832,193.045   310,759.425   MT  1.00004051   -1 37 06.4
 OY0933
 OY0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0933!SPC ID C     -   0.99974183  x   0.99998170  =   0.99972353
 OY0933!UTM  12      -   0.99974183  x   1.00004051  =   0.99978233
 OY0933
 OY0933:                Primary Azimuth Mark                     Grid Az
 OY0933:SPC ID C     -  H 119                                    122 03 53.3
 OY0933:UTM  12      -  H 119                                    124 08 05.5
 OY0933
 OY0933|---------------------------------------------------------------------|
 OY0933| PID    Reference Object                     Distance      Geod. Az  |
 OY0933|                                                           dddmmss.s |
 OY0933| OY0523 H 119                                              1223059.1 |
 OY0933| CN4133 CINDER RM 1                          12.522 METERS 18411     |
 OY0933| CN4135 CINDER RM 3                           6.497 METERS 31031     |
 OY0933| CN4134 CINDER RM 2                           6.528 METERS 31033     |
 OY0933|---------------------------------------------------------------------|
 OY0933
 OY0933                          SUPERSEDED SURVEY CONTROL
 OY0933
 OY0933  NAD 83(1992)-  43 37 07.19625(N)    113 20 43.32205(W) AD(       ) B
 OY0933  ELLIP H (05/15/92) 1646.91   (m)                       GP(       ) 4 2
 OY0933  NAD 83(1986)-  43 37 07.19009(N)    113 20 43.30877(W) AD(       ) 1
 OY0933  NAD 27      -  43 37 07.54250(N)    113 20 40.27360(W) AD(       ) 1
 OY0933  NGVD 29 (05/10/91) 1657.9    (m)         5439.     (f) GPS OBS        
 OY0933
 OY0933.Superseded values are not recommended for survey control.
 OY0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0933.See file dsdata.txt to determine how the superseded data were derived.
 OY0933
 OY0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP1075932193(NAD 83)
 OY0933_MARKER: DS = TRIANGULATION STATION DISK
 OY0933_SETTING: 66 = SET IN ROCK OUTCROP
 OY0933_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OY0933_STAMPING: CINDER 1960
 OY0933_MARK LOGO: CGS   
 OY0933_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0933+STABILITY: POSITION/ELEVATION WELL
 OY0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0933+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 OY0933
 OY0933  HISTORY     - Date     Condition        Report By
 OY0933  HISTORY     - 1960     MONUMENTED       CGS
 OY0933  HISTORY     - 1960     GOOD             CGS
 OY0933  HISTORY     - 1965     GOOD             CGS
 OY0933  HISTORY     - 1970     GOOD             USGS
 OY0933  HISTORY     - 1972     GOOD             USGS
 OY0933  HISTORY     - 19900919 GOOD             NGS
 OY0933  HISTORY     - 20040905 GOOD             DJC
 OY0933
 OY0933                          STATION DESCRIPTION
 OY0933
 OY0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0933'STATION IS ON THE SOUTH END OF A LOW NORTH AND SOUTH SAGE BRUSH
 OY0933'COVERED RIDGE, ABOUT 2 MILES SOUTHWEST OF ARCO IN R 26 E, T 3 N.
 OY0933'
 OY0933'TO REACH THE STATION FROM THE POST OFFICE IN ARCO, GO WEST AND
 OY0933'SOUTHWEST ON U.S. HIGHWAYS 20 AND 26 FOR 1.0 MILE TO A CROSSROAD
 OY0933'JUST BEYOND A CHEVRON SERVICE STATION, TURN RIGHT WEST AND
 OY0933'SOUTHERLY ON GRAVELED ROAD FOR 0.65 MILE TO A T-ROAD RIGHT, TURN
 OY0933'RIGHT WESTERLY ON GRAVELED ROAD FOR 0.5 MILE TO A FENCE CORNER
 OY0933'AND A CROSSROAD WHERE THE MAIN ROAD TURNS RIGHT AND A TRACK
 OY0933'ROAD ANGLES SLIGHTLY TO THE RIGHT, GO ON TRACK ROAD NORTHWEST
 OY0933'AND WEST FOR 0.75 MILE TO THE END OF THE TRACK ROAD IN A SMALL
 OY0933'BASIN, GO SOUTHWEST UP A SMALL RISE PASSING BETWEEN SOME
 OY0933'LARGE ROCKS FOR 0.2 MILE TO THE HIGHEST POINT AND STATION.
 OY0933'
 OY0933'STATION MARK IS A STANDARD DISK, STAMPED CINDER 1960, CEMENTED
 OY0933'IN A DRILL HOLE IN A 1-1/2 X 2-1/2 FOOT ROCK OUTCROP PROJECTING
 OY0933'4 INCHES.  IT IS 6 FEET EAST OF A 2 FOOT CAIRN.  A METAL WITNESS
 OY0933'SIGN POST WAS SET 4 FEET EAST OF THE MARK.
 OY0933'
 OY0933'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CINDER NO 1 1960,
 OY0933'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT ROCK OUTCROP PROJECTING
 OY0933'3 INCHES.  IT IS 25 FEET SOUTH OF THE CAIRN.
 OY0933'
 OY0933'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CINDER NO 2 1960,
 OY0933'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT ROCK OUTCROP PROJECTING
 OY0933'10 INCHES.  IT IS 16 FEET NORTHWEST OF THE CAIRN.
 OY0933'
 OY0933'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED H 119 1958,
 OY0933'SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST PROJECTING
 OY0933'6 INCHES.  IT IS 52 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAYS
 OY0933'20 AND 26, 24 FEET SOUTHWEST OF THE CENTER OF THE AIRPORT
 OY0933'DRIVEWAY, 15.6 FEET SOUTHWEST OF THE NORTHEAST GATE POST OF A
 OY0933'GATE TO THE AIRPORT AND 1 FOOT NORTHWEST OF A RIGHT-OF-WAY
 OY0933'FENCE.  A METAL WITNESS SIGN POST WAS SET 1.7 FEET SOUTHWEST OF
 OY0933'THE MARK.
 OY0933
 OY0933                          STATION RECOVERY (1965)
 OY0933
 OY0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 OY0933'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK, BM H 119,
 OY0933'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 OY0933'2 WAS DESTROYED AND A NEW REFERENCE MARK, NUMBER 3, WAS
 OY0933'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 OY0933'
 OY0933'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH-SOUTHEAST OF
 OY0933'MOORE, 2 MILES SOUTHWEST OF ARCO AND ON THE HIGHEST POINT OF A
 OY0933'LOW ROCKY KNOLL IN A AREA COVERED WITH LAVA ROCK AND SAGE BRUSH.
 OY0933'
 OY0933'TO REACH THE STATION FROM THE POST OFFICE IN ARCO, GO
 OY0933'NORTH-NORTHEAST ON LOST RIVER AVENUE FOR 1/2 BLOCK TO THE
 OY0933'INTERSECTION WITH HIGHWAY 20, 26 AND 93 ALTERNATE.  TURN RIGHT
 OY0933'AND GO EAST ON THE HIGHWAY FOR 0.05 MILE TO A CROSSROAD.  TURN
 OY0933'RIGHT AND GO SOUTH-SOUTHEAST ON HIGHWAY 93 FOR 2.05 MILES
 OY0933'TO A CROSSROAD.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 OY0933'CONTINUE AHEAD SOUTH-SOUTHWEST FOR 0.4 MILE TO THE AZIMUTH MARK
 OY0933'ON THE LEFT, SOUTHEAST, SIDE OF THE ROAD AT THE ENTRANCE TO
 OY0933'THE ARCO MUNICIPAL AIRPORT.) TURN RIGHT AND GO NORTHWEST ON
 OY0933'THE GRAVELED ROAD FOR 0.65 MILE TO A SIDE ROAD LEFT.  TURN
 OY0933'LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO A
 OY0933'DIAGONAL CROSS ROAD, WHERE THE MAIN ROAD CURVES TO THE RIGHT.
 OY0933'CONTINUE AHEAD, LEAVING THE MAIN ROAD, AND FOLLOW THE TRACK
 OY0933'ROAD WESTERLY FOR 1.05 MILES TO THE TOP OF A LOW ROCKY KNOLL
 OY0933'AND THE STATION.
 OY0933'
 OY0933'THE STATION MARK IS A STANDARD DISK, STAMPED CINDER 1960,
 OY0933'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.  IT
 OY0933'IS 4.6 FEET WEST OF A METAL WITNESS POST.
 OY0933'
 OY0933'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CINDER NO 1 1960,
 OY0933'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET.  IT
 OY0933'IS 40.5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 OY0933'
 OY0933'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CINDER NO 3 1965,
 OY0933'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.  IT
 OY0933'IS 25.7 FEET WEST OF A METAL WITNESS POST.
 OY0933'
 OY0933'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED H 119
 OY0933'1958, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 OY0933'PROJECTS 6 INCHES.  IT IS 51.9 FEET SOUTHEAST OF THE CENTER OF
 OY0933'HIGHWAY 93, 1.7 FEET SOUTHWEST OF THE WITNESS POST AND 1 FOOT
 OY0933'NORTHWEST OF THE FENCE LINE.
 OY0933'
 OY0933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 OY0933'SOUTHWEST OF ARCO.
 OY0933
 OY0933                          STATION RECOVERY (1970)
 OY0933
 OY0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OY0933'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 OY0933'
 OY0933'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 OY0933'43 113 1, STATION 1007.
 OY0933'
 OY0933'ALL MARKS IN GOOD CONDITION.  NEW TO REACH FOLLOWS--
 OY0933'
 OY0933'TO REACH FROM THE MAIN RD. JCT. OF U.S. HIGHWAYS 20, 26 AND
 OY0933'93 IN ARCO PROCEED W. FOR 1.0 MI TO X-RD. NEXT TO CHEVRON
 OY0933'STATION ON EAST SIDE OF HWY.  TURN RIGHT (W.) ALONG GRAVEL RD.
 OY0933'FOR 0.65 MI TO T-RD. RIGHT.  TURN RIGHT (W.) FOR 0.5 MI TO
 OY0933'T-RD. WHERE THE MAIN RD MAKES A RIGHT TURN.  PROCEED NW. ON
 OY0933'TRACK RD. FOR 1.1 MI. X-ING A SMALL BASIN, TO A BEND IN THE
 OY0933'RD.  STATION IS ON THE SMALL RISE 100 FT W. OF THE RD.
 OY0933
 OY0933                          STATION RECOVERY (1972)
 OY0933
 OY0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0933'STATION FOUND AS DESCRIBED BY USGS, 1970.
 OY0933'
 OY0933'ALL MARKS IN GOOD CONDITION.
 OY0933
 OY0933                          STATION RECOVERY (1990)
 OY0933
 OY0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY0933'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) SOUTHWEST OF THE
 OY0933'JUNCTION OF U.S. HIGHWAYS 20, 26 AND 93 IN ARCO AND 8.7 KM (5.41 MI)
 OY0933'WEST-NORTHWEST OF BUTTE CITY.  OWNERSHIP--BLM.
 OY0933'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 20, 26 AND 93 IN ARCO.  GO
 OY0933'SOUTH AND SOUTHWEST ON U.S. HIGHWAYS 20, 26 AND 93 FOR 1.62 KM
 OY0933'(1.01 MI) TO A CROSSROADS (JUST PAST CINDYS CHEVRON STATION).  TURN
 OY0933'RIGHT AND GO WEST AND SOUTH ON A GRAVEL ROAD FOR 1.02 KM (0.63 MI) TO
 OY0933'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON THE GRAVEL ROAD FOR
 OY0933'0.86 KM (0.53 MI) TO A POINT WHERE THE MAIN ROAD TURNS NORTH AND A
 OY0933'TRACK ROAD LEADING WESTERLY (ON THE SOUTH SIDE OF A HOUSE AND A
 OY0933'FENCE).  TAKE THE TRACK ROAD WESTERLY FOR 1.26 KM (0.78 MI) TO A GATE
 OY0933', PASS THRU GATE AND CONTINUE WESTERLY ON TRACK ROAD FOR 0.40 KM
 OY0933'(0.25 MI) TO A PROMINENT PORTION OF OUTCROP AND THE STATION ON THE
 OY0933'LEFT.
 OY0933'THE STATION MARK IS SET IN A LARGE PORTION OF OUTCROP 27.0 M
 OY0933'(88.58 FT) SOUTHWEST OF AND 0.5 M (1.64 FT) ABOVE THE CENTER OF THE
 OY0933'TRACK ROAD, 6.54 M (21.46 FT) SOUTHEAST FROM REFERENCE MARK 3, 12.55
 OY0933'M (41.17 FT) NORTH FROM REFERENCE MARK 1 AND 2.45 M (8.04 FT)
 OY0933'SOUTHWEST FROM A WITNESS POST.
 OY0933
 OY0933                          STATION RECOVERY (2004)
 OY0933
 OY0933'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 OY0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0722 ***********************************************************************
 QA0722  DESIGNATION -  CINNIBAR
 QA0722  PID         -  QA0722
 QA0722  STATE/COUNTY-  ID/CUSTER
 QA0722  USGS QUAD   -  ELEVENMILE CREEK (1963)
 QA0722
 QA0722                         *CURRENT SURVEY CONTROL
 QA0722  ___________________________________________________________________
 QA0722* NAD 83(1992)-  44 24 42.00297(N)    114 34 37.15560(W)     ADJUSTED  
 QA0722* NAVD 88     -      2990.0    (meters)    9810.     (feet)  VERTCON   
 QA0722  ___________________________________________________________________
 QA0722  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 QA0722  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 QA0722
 QA0722  HORZ ORDER  -  THIRD
 QA0722
 QA0722.The horizontal coordinates were established by classical geodetic methods
 QA0722.and adjusted by the National Geodetic Survey in July 1992..
 QA0722
 QA0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0722
 QA0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0722
 QA0722.The geoid height was determined by GEOID03.
 QA0722
 QA0722;                    North         East     Units Scale Factor Converg.
 QA0722;SPC ID C     -   305,097.673   454,045.597   MT  0.99997333   -0 24 13.6
 QA0722;UTM  11      - 4,920,452.995   692,915.896   MT  1.00005771   +1 41 46.2
 QA0722
 QA0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0722!SPC ID C     -   0.99953335  x   0.99997333  =   0.99950669
 QA0722!UTM  11      -   0.99953335  x   1.00005771  =   0.99959103
 QA0722
 QA0722:                Primary Azimuth Mark                     Grid Az
 QA0722:SPC ID C     -  TWIN PKS                                 021 59 49.2
 QA0722:UTM  11      -  TWIN PKS                                 019 53 49.4
 QA0722
 QA0722|---------------------------------------------------------------------|
 QA0722| PID    Reference Object                     Distance      Geod. Az  |
 QA0722|                                                           dddmmss.s |
 QA0722| QA0688 TWIN PKS                            APPROX.21.7 KM 0213535.6 |
 QA0722| CD4444 CINNIBAR RM CROSS SW                  4.505 METERS 25102     |
 QA0722| CD4445 CINNIBAR RM CROSS NW                 11.558 METERS 30504     |
 QA0722|---------------------------------------------------------------------|
 QA0722
 QA0722                          SUPERSEDED SURVEY CONTROL
 QA0722
 QA0722  NAD 83(1986)-  44 24 42.00175(N)    114 34 37.14992(W) AD(       ) 3
 QA0722  NAD 27      -  44 24 42.30848(N)    114 34 33.88071(W) AD(       ) 3
 QA0722  NGVD 29 (07/19/86) 2988.6    (m)         9805.     (f) VERT ANG       
 QA0722
 QA0722.Superseded values are not recommended for survey control.
 QA0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0722.See file dsdata.txt to determine how the superseded data were derived.
 QA0722
 QA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK9291620453(NAD 83)
 QA0722_MARKER: DD = SURVEY DISK
 QA0722_SETTING: 66 = SET IN ROCK OUTCROP
 QA0722
 QA0722  HISTORY     - Date     Condition        Report By
 QA0722  HISTORY     - 1961     MONUMENTED       USGS
 QA0722
 QA0722                          STATION DESCRIPTION
 QA0722
 QA0722'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QA0722'LOCATED ABOUT 18.0 MI SW. OF CHALLIS, ABOUT 17.0 MI SE. OF LOON
 QA0722'CREEK RANGER STATION, ABOUT 5.9 MI NW. OF JCT. OF CINNIBAR CREEK
 QA0722'AND SQUAW CREEK.  ON HIGHEST PART OF MOST PROMINENT,
 QA0722'PARTIALLY-TIMBERED TOP DIVIDING CINNIBAR CREEK AND MARTIN CREEK.
 QA0722'
 QA0722'STATION REACHED BY HELICOPTER.
 QA0722'
 QA0722'STATION MARK--STANDARD TABLET STAMPED---CINNIBAR 1961---, CEMENTED
 QA0722'IN ROCK OUTCROP.
 QA0722'
 QA0722'REFERENCE MARK NO. 1--CHISELED CROSS ON ROCK OUTCROP, 14.78 FT. FROM
 QA0722'STATION MARK, S 71 DEG 03 MIN W.
 QA0722'
 QA0722'REFERENCE MARK NO. 2--CHISELED CROSS ON FACE OF ROCK OUTCROP, 37.92
 QA0722'FT. FROM STATION MARK, N 54 DEG 56 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0906 ***********************************************************************
 OY0906  CBN         -  This is a Cooperative Base Network Control Station.
 OY0906  DESIGNATION -  CIRCULAR
 OY0906  PID         -  OY0906
 OY0906  STATE/COUNTY-  ID/JEFFERSON
 OY0906  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY0906
 OY0906                         *CURRENT SURVEY CONTROL
 OY0906  ___________________________________________________________________
 OY0906* NAD 83(1999)-  43 49 49.31319(N)    112 37 59.75101(W)     ADJUSTED  
 OY0906* NAVD 88     -      1544.746  (meters)    5068.05   (feet)  ADJUSTED  
 OY0906  ___________________________________________________________________
 OY0906  X           -  -1,773,939.386 (meters)                     COMP
 OY0906  Y           -  -4,254,651.685 (meters)                     COMP
 OY0906  Z           -   4,395,575.602 (meters)                     COMP
 OY0906  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 OY0906  ELLIP HEIGHT-        1533.03  (meters)          (09/01/00) GPS OBS
 OY0906  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY0906  DYNAMIC HT  -        1543.961 (meters)    5065.48  (feet)  COMP
 OY0906  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 OY0906
 OY0906  HORZ ORDER  -  A
 OY0906  VERT ORDER  -  FIRST     CLASS II
 OY0906  ELLP ORDER  -  THIRD     CLASS I
 OY0906
 OY0906.The horizontal coordinates were established by GPS observations
 OY0906.and adjusted by the National Geodetic Survey in September 2000..
 OY0906.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0906.DATUM ITEM on the data sheet items page.
 OY0906
 OY0906.The orthometric height was determined by differential leveling
 OY0906.and adjusted by the National Geodetic Survey in December 1992..
 OY0906
 OY0906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0906
 OY0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0906
 OY0906.The ellipsoidal height was determined by GPS observations
 OY0906.and is referenced to NAD 83.
 OY0906
 OY0906.The geoid height was determined by GEOID03.
 OY0906
 OY0906.The dynamic height is computed by dividing the NAVD 88
 OY0906.geopotential number by the normal gravity value computed on the
 OY0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0906.degrees latitude (g = 980.6199 gals.).
 OY0906
 OY0906.The modeled gravity was interpolated from observed gravity values.
 OY0906
 OY0906;                    North         East     Units Scale Factor Converg.
 OY0906;SPC ID E     -   240,453.746   162,471.486   MT  0.99996468   -0 19 23.3
 OY0906;SPC ID C     -   241,255.981   609,927.180   MT  1.00009594   +0 56 47.7
 OY0906;UTM  12      - 4,854,328.474   368,681.233   MT  0.99981210   -1 07 52.5
 OY0906
 OY0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0906!SPC ID E     -   0.99975967  x   0.99996468  =   0.99972435
 OY0906!SPC ID C     -   0.99975967  x   1.00009594  =   0.99985558
 OY0906!UTM  12      -   0.99975967  x   0.99981210  =   0.99957181
 OY0906
 OY0906|---------------------------------------------------------------------|
 OY0906| PID    Reference Object                     Distance      Geod. Az  |
 OY0906|                                                           dddmmss.s |
 OY0906| OY1255 CIRCULAR RM 1                         7.124 METERS 01000     |
 OY0906| CN4136 CIRCULAR AZ MK                                     0184503.8 |
 OY0906| OY0905 CIRCULAR WM SUB STATION              30.177 METERS 02458     |
 OY0906| OY1256 CIRCULAR RM 2                         8.948 METERS 09319     |
 OY0906| OY0880 LITTLE BUTTE                        APPROX.37.1 KM 1835538.6 |
 OY0906| OY0876 MIDDLE BUTTE                        APPROX.38.6 KM 1924331.5 |
 OY0906| OY0907 NATIONAL REACTOR WEATHER MAST       158.131 METERS 26504     |
 OY0906| OY0904 NATIONAL REACTOR SITE FET MAST      APPROX. 8.5 KM 2924353.5 |
 OY0906| OY0923 SADDLE MTN PEAK                     APPROX.28.4 KM 2945121.6 |
 OY0906|---------------------------------------------------------------------|
 OY0906
 OY0906                          SUPERSEDED SURVEY CONTROL
 OY0906
 OY0906  NAD 83(1992)-  43 49 49.31211(N)    112 37 59.75025(W) AD(       ) B
 OY0906  ELLIP H (05/15/92) 1533.08   (m)                       GP(       ) 4 2
 OY0906  NAD 83(1986)-  43 49 49.30755(N)    112 37 59.74015(W) AD(       ) 1
 OY0906  NAD 27      -  43 49 49.63900(N)    112 37 56.77400(W) AD(       ) 1
 OY0906  NAVD 88 (09/01/00) 1544.75   (m)         5068.1    (f) LEVELING    3  
 OY0906  NGVD 29 (08/20/92) 1543.662  (m)         5064.50   (f) ADJUSTED    1 2
 OY0906
 OY0906.Superseded values are not recommended for survey control.
 OY0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0906.See file dsdata.txt to determine how the superseded data were derived.
 OY0906
 OY0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP6868154328(NAD 83)
 OY0906_MARKER: DS = TRIANGULATION STATION DISK
 OY0906_SETTING: 66 = SET IN ROCK OUTCROP
 OY0906_SP_SET: BEDROCK
 OY0906_STAMPING: CIRCULAR 1946
 OY0906_MARK LOGO: CGS   
 OY0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0906+STABILITY: POSITION/ELEVATION WELL
 OY0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0906+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 OY0906
 OY0906  HISTORY     - Date     Condition        Report By
 OY0906  HISTORY     - 1946     MONUMENTED       CGS
 OY0906  HISTORY     - 1946     GOOD             CGS
 OY0906  HISTORY     - 1950     SEE DESCRIPTION  CGS
 OY0906  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OY0906  HISTORY     - 1963     GOOD             USGS
 OY0906  HISTORY     - 1969     GOOD             USGS
 OY0906  HISTORY     - 19900914 GOOD             NGS
 OY0906  HISTORY     - 19920603 GOOD             NGS
 OY0906  HISTORY     - 19990708 GOOD             NGS
 OY0906  HISTORY     - 20050717 GOOD             DJC
 OY0906
 OY0906                          STATION DESCRIPTION
 OY0906
 OY0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OY0906'LOCATED ABOUT 7-1/2 MILES, AIRLINE WEST BY SOUTH OF TERRETON,
 OY0906'AND 27 MILES WEST-NORTHWEST OF ROBERTS, ON THE EAST END OF A LOW
 OY0906'PROMINENT SAGE BRUSH - COVERED BUTTE WHICH RISES OUT OF THE
 OY0906'DESERT.  THE BUTTE IS THE HIGHEST IN THE VICINITY.  THE STATION
 OY0906'IS 150 YARDS NORTHEAST OF THE HIGHEST POINT OF THE BUTTE.
 OY0906'
 OY0906'THE STATION MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE IN
 OY0906'BEDROCK AND IS ABOUT 99 FEET SOUTH OF A GROUP OF LARGE BOULDERS.
 OY0906'IT IS STAMPED CIRCULAR 1946.
 OY0906'
 OY0906'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OY0906'IN OUTCROPPING BEDROCK WHICH PROJECTS APPROXIMATELY 5 INCHES
 OY0906'AND IS 1 FOOT LOWER THAN THE STATION MARK.  IT IS STAMPED
 OY0906'CIRCULAR NO 1 1946.
 OY0906'
 OY0906'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL
 OY0906'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH AND IS 3 FEET LOWER
 OY0906'THAN THE STATION MARK.  IT IS STAMPED CIRCULAR NO 2 1946.
 OY0906'
 OY0906'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE IN
 OY0906'OUTCROPPING BEDROCK ON A SMALL ROCKY KNOLL WHICH IS 150
 OY0906'FEET SOUTH OF THE TRACK ROAD TO THE STATION AND ABOUT
 OY0906'0.05 MILE SOUTH-SOUTHEAST OF POWER POLE 1368.  IT IS STAMPED
 OY0906'CIRCULAR 1946.
 OY0906'
 OY0906'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN OF
 OY0906'ROBERTS GO NORTH ON U.S. HIGHWAY NO. 91 FOR 8.6 MILES TO THE
 OY0906'JUNCTION WITH STATE HIGHWAY NO. 28.  TURN LEFT, WEST ON HIGHWAY
 OY0906'NO. 28 AND GO 15.0 MILES TO A POINT WHERE THE HIGHWAY BENDS
 OY0906'TO THE RIGHT ABOUT 0.3 MILE BEYOND TERRETON.  KEEP STRAIGHT
 OY0906'AHEAD WEST ON A TRACK ROAD ALONG A POWER LINE FOR 6.9 MILE TO
 OY0906'THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST FOR ABOUT 0.3 MILE,
 OY0906'THENCE BEAR SHARP TO THE LEFT, SOUTHEAST AND HEAD TOWARD
 OY0906'THE BUTTE FOR 0.7 MILE TO THE BASE.  FROM HERE A
 OY0906'FOUR-WHEEL-DRIVE VEHICLE CAN BE DRIVEN TO THE TOP OF THE
 OY0906'BUTTE AND STATION.  OTHERWISE PACK TO THE HIGHEST POINT
 OY0906'AND STATION.  A 10 MINUTE PACK.
 OY0906'
 OY0906'THE SUBSTITUTE CONTROL STATION IS A 4-1/2 FT X 4-1/2 FT RECTANGULAR
 OY0906'SHAPED BOULDER WHICH PROJECTS 4-1/2 FEET.  IT IS 30.18 METERS,
 OY0906'99.0 FEET NORTH OF THE STATION.  THE CENTER OF TOP WAS USED.
 OY0906
 OY0906                          STATION RECOVERY (1946)
 OY0906
 OY0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OY0906'RECOVERED IN GOOD CONDITION.
 OY0906
 OY0906                          STATION RECOVERY (1950)
 OY0906
 OY0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 OY0906'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 OY0906'GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 OY0906'
 OY0906'THE STATION IS LOCATED, AIRLINE, ABOUT 27 MILES WEST NORTHWEST
 OY0906'OF ROBERTS, 10-1/2 MILES WEST SOUTHWEST OF TERRETON, ON THE
 OY0906'EAST END OF A LOW, PROMINENT SAGE BRUSH COVERED BUTTE THAT RISES
 OY0906'OUT OF THE DESERT.  THE BUTTE IS THE HIGHEST IN THE VICINITY.
 OY0906'
 OY0906'STATION MARK, STAMPED CIRCULAR 1946, IS A STANDARD BRONZE DISK
 OY0906'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 OY0906'WITH THE GROUND.  IT IS ABOUT 150 YARDS NORTHEAST OF THE HIGHEST
 OY0906'POINT OF THE BUTTE AND 99 FEET SOUTH OF A LARGE GROUP OF BOULDERS.
 OY0906'
 OY0906'REFERENCE MARK NUMBER 1, STAMPED CIRCULAR NO 1 1946, IS A STANDARD
 OY0906'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 OY0906'THAT PROJECTS 4 INCHES ABOVE THE GROUND AND IS 18 INCHES LOWER IN
 OY0906'ELEVATION THAN THE STATION MARK.
 OY0906'
 OY0906'REFERENCE MARK NUMBER 2, STAMPED CIRCULAR NO 2 1946, IS A
 OY0906'STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OY0906'BEDROCK THAT IS FLUSH WITH THE GROUND AND IS 2 FEET LOWER IN
 OY0906'ELEVATION THAN THE STATION MARK.
 OY0906'
 OY0906'AZIMUTH MARK, STAMPED CIRCULAR 1946, IS A STANDARD BRONZE DISK
 OY0906'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 OY0906'6 INCHES ABOVE THE GROUND.  TO REACH FROM THE STATION, GO
 OY0906'CROSS-COUNTRY, NORTHERLY, FOR ABOUT 1.0 MILE TO A TRACK ROAD
 OY0906'AND POWER LINE.  THE AZIMUTH MARK IS 0.05 MILE SOUTH OF POWER
 OY0906'POLE 1368 ON A SMALL ROCKY KNOLL AND 10 FEET WEST OF A 2-1/2
 OY0906'FOOT CAIRN.
 OY0906'
 OY0906'SUBSTITUTE STATION IS A LARGE BOULDER 4-1/2 FEET IN DIAMETER
 OY0906'AND PROJECTING 4-1/2 FEET FROM THE GROUND.  IT IS ABOUT 4 FEET
 OY0906'LOWER THAN THE STATION.  THE CENTER OF THE TOP WAS USED.
 OY0906'
 OY0906'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 OY0906'IN TERRETON, GO WEST ON STATE HIGHWAY 28 FOR 3.0 MILES.  CONTINUE
 OY0906'STRAIGHT AHEAD ON DIRT ROAD ALONG POWER LINE FOR 6.9 MILES
 OY0906'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST FOR 0.3 MILE TO
 OY0906'TRACK ROAD ON THE LEFT.  TURN LEFT ON TRACK ROAD AND GO
 OY0906'SOUTHERLY, CROSS-COUNTRY, FOR ABOUT 1.0 MILE TO THE TOP OF THE
 OY0906'BUTTE AND THE STATION.  THE LAST MILE CAN BE DRIVEN WITH
 OY0906'A FOUR WHEEL DRIVE.
 OY0906
 OY0906                          STATION RECOVERY (1960)
 OY0906
 OY0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0906'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  DUE
 OY0906'TO ROAD CHANGES, A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 OY0906'
 OY0906'TO REACH THE STATION FROM THE POST OFFICE IN HOWE, GO SOUTH
 OY0906'FOR 0.05 MILE TO A GRAVELED SIDE ROAD LEFT, TURN LEFT AND
 OY0906'GO EAST ON THE GRAVELED ROAD FOR 8.9 MILES TO A THREE-WAY
 OY0906'FORK, TAKE THE RIGHT ROAD (MACADAM AND THE BEGINNING OF STATE
 OY0906'HIGHWAY 88) AND GO 4.5 MILES TO A T-INTERSECTION, TURN LEFT AND
 OY0906'GO 4.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST,
 OY0906'FOLLOWING HIGHWAY 88, FOR 3.1 MILES TO A TRACK ROAD ON THE
 OY0906'RIGHT, TURN RIGHT AND GO ABOUT 50 FEET TO A FORK (TO REACH THE
 OY0906'AZIMUTH MARK FROM HERE, TURN LEFT AND GO EAST, FOLLOWING
 OY0906'POWERLINE POLES, FOR 0.75 MILE TO THE MARK ON THE RIGHT),
 OY0906'CONTINUE AHEAD ON THE RIGHT ROAD FOR 1.0 MILE TO THE TOP OF
 OY0906'THE EAST BUTTE AND THE STATION.
 OY0906
 OY0906                          STATION RECOVERY (1963)
 OY0906
 OY0906'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OY0906'STATION MARK--STANDARD BRONZE DISK STAMPED---CIRCULAR 1946---,
 OY0906'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 OY0906'THE GROUND.
 OY0906
 OY0906                          STATION RECOVERY (1969)
 OY0906
 OY0906'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0906'STATION MARK--A STANDARD BRONZE DISK STAMPED---CIRCULAR 1946---,
 OY0906'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 OY0906'THE GROUND.
 OY0906
 OY0906                          STATION RECOVERY (1990)
 OY0906
 OY0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY0906'STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) WEST-SOUTHWEST FROM SAGE
 OY0906'JUNCTION (INTERSTATE 15 EXIT 143), 1.5 KM (0.93 MI) SOUTH OF STATE
 OY0906'HIGHWAY 33 AND ON THE TOP OF CIRCULAR BUTTE.  OWNERSHIP--IDAHO
 OY0906'NATIONAL ENGINEERING LABORATORY.  A SECURITY CLEARENCE IS NEEDED TO
 OY0906'USE THIS STATION.  CONTACT RICHARD SMITH OF EG G IDAHO, INC., P.O.
 OY0906'BOX 1625, IDAHO FALLS, ID 83415, PHONE (208) 526-9896.
 OY0906'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 33 AT THE WEST EDGE
 OY0906'OF MUDD LAKE.  GO WEST ON STATE HIGHWAY 33 FOR 9.33 KM (5.80 MI) TO
 OY0906'HIGHWAY MILEPOST 38 AND A CURVE.  CONTINUE WEST FOR 2.49 KM
 OY0906'(1.55 MI) TO A TRACK ROAD LEFT.  TURN LEFT AND GO SOUTH ON A TRACK
 OY0906'ROAD FOR 1.53 KM (0.95 MI) TO THE TOP OF THE BUTTE AND A FORK.  TAKE
 OY0906'LEFT FORK AND GO SOUTHEAST ON A TRACK ROAD FOR 0.16 KM (0.10 MI) TO A
 OY0906'ROCKY AREA AND THE STATION.
 OY0906'THE STATION MARK IS SET IN A 8 X 8-FOOT PORTION OF FLAT OUTCROP 8.94 M
 OY0906'(29.33 FT) WEST FROM RM 2, 7.12 M (23.36 FT) SOUTH FROM RM 1, 3.0 M
 OY0906'(9.84 FT) NORTH FROM A WITNESS POST AND FLUSH WITH THE GROUND
 OY0906'SURFACE.
 OY0906
 OY0906                          STATION RECOVERY (1992)
 OY0906
 OY0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0906'16.8 KM (10.45 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY0906'OFFICE IN TERRETON, THENCE 1.6 KM (1.00 MI) SOUTHEASTERLY ALONG A
 OY0906'TRACK ROAD LEADING TO CIRCULAR BUTTE, NEAR THE WEST END OF A 10 BY
 OY0906'10-FOOT AREA OF OUTCROPPING BEDROCK, 8.9 M (29.2 FT) WEST OF
 OY0906'REFERENCE MARK 2, 7.2 M (23.6 FT) SOUTH OF REFERENCE MARK 1, 3.0 M
 OY0906'(9.8 FT) NORTH OF A WITNESS POST, 2.5 M (8.2 FT) SOUTHWEST OF THE
 OY0906'EXTENDED CENTER OF THE ROAD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 OY0906'THE ROAD.
 OY0906
 OY0906                          STATION RECOVERY (1999)
 OY0906
 OY0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OY0906'THE STATION IS LOCATED ABOUT 38.14 KM (23.70 MI) WEST OF THE JUNCTION
 OY0906'OF INTERSTATE HIGHWAY 15 AND COUNTY HIGHWAY 33, 14.48 KM (9.00 MI)
 OY0906'WEST OF MUD LAKE AND 4.8 KM (3.00 MI) EAST OF THE US DEPARTMENT OF
 OY0906'ENERGY COMPLEX LOCATED ON COUNTY HIGHWAY 33, 1.6 KM (1.00 MI) SOUTH OF
 OY0906'HIGHWAY 33, ON THE TOP OF CIRCULAR BUTTE IN A LAVA ROCK OUTCROP.
 OY0906'OWNERSHIP--US DEPARTMENT OF ENERGY.  NOTE--CONTACT MR. KIM JENSON,
 OY0906'FACILITY SECURITY OFFICE, PHONE 208-526-6259, 3 DAYS IN ADVANCE FOR
 OY0906'PERMISSION TO OCCUPY THIS STATION.  TO REACH THE STATION FROM THE
 OY0906'JUNCTION OF INTERSTATE HIGHWAY 15 (EXIT 143) AND COUNTY HIGHWAY 33
 OY0906'(EAST END OF OVERPASS BRIDGE), ABOUT 40.23 KM (25.00 MI) NORTH OF
 OY0906'IDAHO FALLS, GO EAST ON HIGHWAY 33 FOR 24.30 KM (15.10 MI) TO THE
 OY0906'JUNCTION OF COUNTY ROAD 28 ON THE EAST SIDE OF THE COMMUNITY OF MUD
 OY0906'LAKE.  CONTINUE AHEAD, EAST ON HIGHWAY 33 FOR 10.86 KM (6.75 MI) TO
 OY0906'HIGHWAY MILEPOST 37.  CONTINUE AHEAD, EAST ON HIGHWAY 33 FOR 1.2 KM
 OY0906'(0.75 MI) TO A REVERSE FORK OF A DIM TRACK ROAD ON THE LEFT WITH SIGN
 OY0906'---NO TRESPASSING US DEPARTMENT OF ENERGY---.  TURN LEFT,
 OY0906'SOUTHEASTERLY, UPHILL ON THE TRACK ROAD FOR 1.45 KM (0.90 MI) TO A
 OY0906'FORK AND ANTENNA ON THE RIGHT.  TAKE THE LEFT FORK UPHILL FOR 0.16 KM
 OY0906'(0.10 MI) TO THE HIGHEST POINT OF THE BUTTE AND THE STATION.  THE
 OY0906'STATION IS SET IN A DRILL HOLE IN A LARGE AREA OF LAVA ROCK OUTCROP.
 OY0906'LOCATED 8.9 M (29.2 FT) WEST OF CIRCULAR RM 2, 7.2 M (23.6 FT) SOUTH
 OY0906'OF CIRCULAR RM 1 AND 3.0 M (9.8 FT) NORTH OF A FIBERGLASS WITNESS
 OY0906'POST.
 OY0906
 OY0906                          STATION RECOVERY (2005)
 OY0906
 OY0906'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 OY0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1255 ***********************************************************************
 OY1255  DESIGNATION -  CIRCULAR RM 1
 OY1255  PID         -  OY1255
 OY1255  STATE/COUNTY-  ID/JEFFERSON
 OY1255  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1255
 OY1255                         *CURRENT SURVEY CONTROL
 OY1255  ___________________________________________________________________
 OY1255* NAD 83(1986)-  43 49 49.     (N)    112 37 59.     (W)     SCALED    
 OY1255* NAVD 88     -      1544.338  (meters)    5066.72   (feet)  ADJUSTED  
 OY1255  ___________________________________________________________________
 OY1255  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY1255  DYNAMIC HT  -        1543.556 (meters)    5064.15  (feet)  COMP
 OY1255  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 OY1255
 OY1255  VERT ORDER  -  FIRST     CLASS II
 OY1255
 OY1255.The horizontal coordinates were scaled from a topographic map and have
 OY1255.an estimated accuracy of +/- 6 seconds.
 OY1255
 OY1255.The orthometric height was determined by differential leveling
 OY1255.and adjusted by the National Geodetic Survey in December 1992..
 OY1255
 OY1255.The geoid height was determined by GEOID03.
 OY1255
 OY1255.The dynamic height is computed by dividing the NAVD 88
 OY1255.geopotential number by the normal gravity value computed on the
 OY1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1255.degrees latitude (g = 980.6199 gals.).
 OY1255
 OY1255.The modeled gravity was interpolated from observed gravity values.
 OY1255
 OY1255;                    North         East    Units  Estimated Accuracy
 OY1255;SPC ID E     -   240,440.      162,490.      MT  (+/- 180 meters Scaled)
 OY1255
 OY1255                          SUPERSEDED SURVEY CONTROL
 OY1255
 OY1255  NGVD 29 (08/20/92) 1543.256  (m)         5063.17   (f) ADJUSTED    1 2
 OY1255
 OY1255.Superseded values are not recommended for survey control.
 OY1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1255.See file dsdata.txt to determine how the superseded data were derived.
 OY1255
 OY1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP686543(NAD 83)
 OY1255_MARKER: DR = REFERENCE MARK DISK
 OY1255_SETTING: 66 = SET IN ROCK OUTCROP
 OY1255_SP_SET: BEDROCK
 OY1255_STAMPING: CIRCULAR NO 1 1946
 OY1255_MARK LOGO: CGS   
 OY1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1255+STABILITY: POSITION/ELEVATION WELL
 OY1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1255+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1992
 OY1255
 OY1255  HISTORY     - Date     Condition        Report By
 OY1255  HISTORY     - 1946     MONUMENTED       CGS
 OY1255  HISTORY     - 19920603 GOOD             NGS
 OY1255
 OY1255                          STATION DESCRIPTION
 OY1255
 OY1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1255'16.8 KM (10.45 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1255'OFFICE IN TERRETON, THENCE 1.6 KM (1.00 MI) SOUTHEASTERLY ALONG A
 OY1255'TRACK ROAD LEADING TO CIRCULAR BUTTE, NEAR THE CENTER OF A 4 BY
 OY1255'6-FOOT AREA OF OUTCROPPING BEDROCK, 10.8 M (35.4 FT) NORTHWEST OF
 OY1255'REFERENCE MARK 2, 7.2 M (23.6 FT) NORTH OF TRIANGULATION STATION
 OY1255'CIRCULAR, 4.0 M (13.1 FT) NORTHEAST OF THE EXTENDED CENTER OF THE
 OY1255'ROAD, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1256 ***********************************************************************
 OY1256  DESIGNATION -  CIRCULAR RM 2
 OY1256  PID         -  OY1256
 OY1256  STATE/COUNTY-  ID/JEFFERSON
 OY1256  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1256
 OY1256                         *CURRENT SURVEY CONTROL
 OY1256  ___________________________________________________________________
 OY1256* NAD 83(1986)-  43 49 49.     (N)    112 37 59.     (W)     SCALED    
 OY1256* NAVD 88     -      1543.853  (meters)    5065.12   (feet)  ADJUSTED  
 OY1256  ___________________________________________________________________
 OY1256  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY1256  DYNAMIC HT  -        1543.071 (meters)    5062.56  (feet)  COMP
 OY1256  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 OY1256
 OY1256  VERT ORDER  -  FIRST     CLASS II
 OY1256
 OY1256.The horizontal coordinates were scaled from a topographic map and have
 OY1256.an estimated accuracy of +/- 6 seconds.
 OY1256
 OY1256.The orthometric height was determined by differential leveling
 OY1256.and adjusted by the National Geodetic Survey in December 1992..
 OY1256
 OY1256.The geoid height was determined by GEOID03.
 OY1256
 OY1256.The dynamic height is computed by dividing the NAVD 88
 OY1256.geopotential number by the normal gravity value computed on the
 OY1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1256.degrees latitude (g = 980.6199 gals.).
 OY1256
 OY1256.The modeled gravity was interpolated from observed gravity values.
 OY1256
 OY1256;                    North         East    Units  Estimated Accuracy
 OY1256;SPC ID E     -   240,440.      162,490.      MT  (+/- 180 meters Scaled)
 OY1256
 OY1256                          SUPERSEDED SURVEY CONTROL
 OY1256
 OY1256  NGVD 29 (08/20/92) 1542.771  (m)         5061.57   (f) ADJUSTED    1 2
 OY1256
 OY1256.Superseded values are not recommended for survey control.
 OY1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1256.See file dsdata.txt to determine how the superseded data were derived.
 OY1256
 OY1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP686543(NAD 83)
 OY1256_MARKER: DR = REFERENCE MARK DISK
 OY1256_SETTING: 66 = SET IN ROCK OUTCROP
 OY1256_SP_SET: BEDROCK
 OY1256_STAMPING: CIRCULAR NO 2 1946
 OY1256_MARK LOGO: CGS   
 OY1256_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1256+STABILITY: POSITION/ELEVATION WELL
 OY1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1256+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1992
 OY1256
 OY1256  HISTORY     - Date     Condition        Report By
 OY1256  HISTORY     - 1946     MONUMENTED       CGS
 OY1256  HISTORY     - 19920603 GOOD             NGS
 OY1256
 OY1256                          STATION DESCRIPTION
 OY1256
 OY1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1256'16.8 KM (10.45 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1256'OFFICE IN TERRETON, THENCE 1.6 KM (1.00 MI) SOUTHEASTERLY ALONG A
 OY1256'TRACK ROAD LEADING TO CIRCULAR BUTTE, NEAR THE SOUTH END OF A 5 BY
 OY1256'5-FOOT AREA OF OUTCROPPING BEDROCK, 10.8 M (35.4 FT) SOUTHEAST OF
 OY1256'REFERENCE MARK 1, 8.9 M (29.2 FT) EAST OF TRIANGULATION STATION
 OY1256'CIRCULAR, 4.3 M (14.1 FT) NORTHEAST OF THE EXTENDED CENTER OF THE
 OY1256'ROAD, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0905 ***********************************************************************
 OY0905  DESIGNATION -  CIRCULAR WM SUB STATION
 OY0905  PID         -  OY0905
 OY0905  STATE/COUNTY-  ID/JEFFERSON
 OY0905  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY0905
 OY0905                         *CURRENT SURVEY CONTROL
 OY0905  ___________________________________________________________________
 OY0905* NAD 83(1992)-  43 49 50.19949(N)    112 37 59.18306(W)     ADJUSTED  
 OY0905* NAVD 88     -      1549.     (meters)    5082.     (feet)  SCALED    
 OY0905  ___________________________________________________________________
 OY0905  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 OY0905  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY0905
 OY0905  HORZ ORDER  -  SECOND
 OY0905
 OY0905.The horizontal coordinates were established by classical geodetic methods
 OY0905.and adjusted by the National Geodetic Survey in July 1992..
 OY0905
 OY0905.The orthometric height was scaled from a topographic map.
 OY0905
 OY0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0905
 OY0905.The geoid height was determined by GEOID03.
 OY0905
 OY0905;                    North         East     Units Scale Factor Converg.
 OY0905;SPC ID E     -   240,481.027   162,484.329   MT  0.99996467   -0 19 22.9
 OY0905;SPC ID C     -   241,283.544   609,939.417   MT  1.00009598   +0 56 48.1
 OY0905;UTM  12      - 4,854,355.568   368,694.458   MT  0.99981206   -1 07 52.1
 OY0905
 OY0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0905!SPC ID E     -   0.99975898  x   0.99996467  =   0.99972366
 OY0905!SPC ID C     -   0.99975898  x   1.00009598  =   0.99985494
 OY0905!UTM  12      -   0.99975898  x   0.99981206  =   0.99957109
 OY0905
 OY0905                          SUPERSEDED SURVEY CONTROL
 OY0905
 OY0905  NAD 83(1986)-  43 49 50.19390(N)    112 37 59.16992(W) AD(       ) 2
 OY0905  NAD 27      -  43 49 50.52480(N)    112 37 56.20500(W) AD(       ) 2
 OY0905
 OY0905.Superseded values are not recommended for survey control.
 OY0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0905.See file dsdata.txt to determine how the superseded data were derived.
 OY0905
 OY0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP6869454356(NAD 83)
 OY0905
 OY0905  HISTORY     - Date     Condition        Report By
 OY0905  HISTORY     - 1960     MONUMENTED       CGS
 OY0905
 OY0905                          STATION DESCRIPTION
 OY0905
 OY0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0905'SEE STATION CIRCULAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1385 ***********************************************************************
 QB1385  DESIGNATION -  CIRQUE
 QB1385  PID         -  QB1385
 QB1385  STATE/COUNTY-  ID/VALLEY
 QB1385  USGS QUAD   -  TRIPOD PEAK (1985)
 QB1385
 QB1385                         *CURRENT SURVEY CONTROL
 QB1385  ___________________________________________________________________
 QB1385* NAD 83(1992)-  44 26 33.66265(N)    116 08 11.78539(W)     ADJUSTED  
 QB1385* NAVD 88     -      2537.7    (meters)    8326.     (feet)  VERTCON   
 QB1385  ___________________________________________________________________
 QB1385  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 QB1385  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 QB1385
 QB1385  HORZ ORDER  -  THIRD
 QB1385
 QB1385.The horizontal coordinates were established by classical geodetic methods
 QB1385.and adjusted by the National Geodetic Survey in July 1992..
 QB1385
 QB1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1385
 QB1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1385
 QB1385.The geoid height was determined by GEOID03.
 QB1385
 QB1385;                    North         East     Units Scale Factor Converg.
 QB1385;SPC ID W     -   308,450.513   769,225.251   MT  0.99994498   -0 16 14.5
 QB1385;UTM  11      - 4,921,405.175   568,705.061   MT  0.99965805   +0 36 16.4
 QB1385
 QB1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1385!SPC ID W     -   0.99960462  x   0.99994498  =   0.99954962
 QB1385!UTM  11      -   0.99960462  x   0.99965805  =   0.99926280
 QB1385
 QB1385                          SUPERSEDED SURVEY CONTROL
 QB1385
 QB1385  NAD 83(1990)-  44 26 33.66021(N)    116 08 11.78401(W) AD(       ) 3
 QB1385  NGVD 29 (10/01/91) 2536.4    (m)         8322.     (f) VERT ANG       
 QB1385
 QB1385.Superseded values are not recommended for survey control.
 QB1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1385.See file dsdata.txt to determine how the superseded data were derived.
 QB1385
 QB1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK6870521405(NAD 83)
 QB1385_MARKER: DS = TRIANGULATION STATION DISK
 QB1385_SETTING: 66 = SET IN ROCK OUTCROP
 QB1385_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 QB1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1385
 QB1385  HISTORY     - Date     Condition        Report By
 QB1385  HISTORY     - 1952     MONUMENTED       USGS
 QB1385
 QB1385                          STATION DESCRIPTION
 QB1385
 QB1385'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QB1385'LOCATED ABOUT 9.0 MI. SW. OF CASCADE AND ABOUT 8.0 MI. W. OF
 QB1385'BELVIDERE, ON HIGH ROUND TOP.
 QB1385'
 QB1385'TO REACH FROM CASCADE, GO S. ON STATE HIGHWAY 15 FOR 10 MI. TO E-W.
 QB1385'CROSSROAD, TURN LEFT ON MAIN TRAVELED RD. TO CABARTON, THEN LEFT
 QB1385'(W.) ACROSS RAILROAD TRACKS AND FOLLOW MAIN TRAVELED RD. TO GRASSY
 QB1385'FLAT AND E.T.T.  TAKE TRAIL N. ON FAWN CREEK TO POTTERS POND, AND
 QB1385'PROCEED TO TOP OF RIDGE, FOLLOW RIDGE LINE TO HIGH ROUNDED TOP (10
 QB1385'MI. W. OF SNOWBANK MTN.) AND STATION.  ABOUT A 5 HOUR HORSE PACK.
 QB1385'
 QB1385'STATION MARK--STANDARD TABLET STAMPED---CIRQUE 1952---, CEMENTED IN
 QB1385'SOLID ROCK.
 QB1385'
 QB1385'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER, CEMENTED IN SOLID ROCK,
 QB1385'43.8 FT. FROM STATION MARK 30 DEGREES 45 MINUTES SW.
 QB1385'
 QB1385'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER, CEMENTED IN SOLID ROCK,
 QB1385'46.2 FT. FROM STATION MARK 89 DEGREES 26 MINUTES NE.
 QB1385'
 QB1385'REFERENCE MARK NO. 3--CHISELED CROSS IN SOLID ROCK, 62.5 FT. FROM
 QB1385'STATION MARK 69 DEGREES 26 MINUTES SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0839 ***********************************************************************
 OZ0839  DESIGNATION -  CISTERN
 OZ0839  PID         -  OZ0839
 OZ0839  STATE/COUNTY-  ID/ELMORE
 OZ0839  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0839
 OZ0839                         *CURRENT SURVEY CONTROL
 OZ0839  ___________________________________________________________________
 OZ0839* NAD 83(1992)-  43 05 27.65357(N)    115 43 53.17305(W)     ADJUSTED  
 OZ0839* NAVD 88     -       959.290  (meters)    3147.27   (feet)  ADJUSTED  
 OZ0839  ___________________________________________________________________
 OZ0839  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 OZ0839  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 OZ0839  DYNAMIC HT  -         958.896 (meters)    3145.98  (feet)  COMP
 OZ0839  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 OZ0839
 OZ0839  HORZ ORDER  -  SECOND
 OZ0839  VERT ORDER  -  FIRST     CLASS II
 OZ0839
 OZ0839.The horizontal coordinates were established by classical geodetic methods
 OZ0839.and adjusted by the National Geodetic Survey in July 1992..
 OZ0839
 OZ0839.The orthometric height was determined by differential leveling
 OZ0839.and adjusted by the National Geodetic Survey in June 1991..
 OZ0839
 OZ0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0839
 OZ0839.The geoid height was determined by GEOID03.
 OZ0839
 OZ0839.The dynamic height is computed by dividing the NAVD 88
 OZ0839.geopotential number by the normal gravity value computed on the
 OZ0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0839.degrees latitude (g = 980.6199 gals.).
 OZ0839
 OZ0839.The modeled gravity was interpolated from observed gravity values.
 OZ0839
 OZ0839;                    North         East     Units Scale Factor Converg.
 OZ0839;SPC ID W     -   158,207.146   801,511.312   MT  0.99993336   +0 00 45.7
 OZ0839;UTM  11      - 4,771,702.820   603,246.313   MT  0.99973113   +0 52 00.1
 OZ0839
 OZ0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0839!SPC ID W     -   0.99985209  x   0.99993336  =   0.99978546
 OZ0839!UTM  11      -   0.99985209  x   0.99973113  =   0.99958326
 OZ0839
 OZ0839                          SUPERSEDED SURVEY CONTROL
 OZ0839
 OZ0839  NAD 83(1986)-  43 05 27.65458(N)    115 43 53.16836(W) AD(       ) 2
 OZ0839  NAD 27      -  43 05 28.03290(N)    115 43 49.85990(W) AD(       ) 2
 OZ0839  NGVD 29 (07/19/86)  958.0    (m)         3143.     (f) VERT ANG       
 OZ0839
 OZ0839.Superseded values are not recommended for survey control.
 OZ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0839.See file dsdata.txt to determine how the superseded data were derived.
 OZ0839
 OZ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0324671703(NAD 83)
 OZ0839_MARKER: DD = SURVEY DISK
 OZ0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0839_SP_SET: CONCRETE CISTERN
 OZ0839_STAMPING: CISTERN 1955
 OZ0839_MARK LOGO: USGS  
 OZ0839_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0839+STABILITY: SURFACE MOTION
 OZ0839
 OZ0839  HISTORY     - Date     Condition        Report By
 OZ0839  HISTORY     - 1955     MONUMENTED       USGS
 OZ0839  HISTORY     - 19840601 GOOD             NGS
 OZ0839  HISTORY     - 19840917 GOOD             NGS
 OZ0839
 OZ0839                          STATION DESCRIPTION
 OZ0839
 OZ0839'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OZ0839'SEE STATION HOME
 OZ0839
 OZ0839                          STATION RECOVERY (1984)
 OZ0839
 OZ0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 OZ0839'LOCATION--7.6 KM (4.7 MI) SOUTH OF MOUNTAIN HOME. 6.4 KM (4.0 MI)
 OZ0839'SOUTH ALONG STATE HIGHWAY 51 FROM THE RAILROAD UNDERPASS AT MOUNTAIN
 OZ0839'HOME, THENCE 1.1 KM (0.7 MI) WEST ALONG WEST 36 STREET, AT AN OLD
 OZ0839'CISTERN, 39.3 M (129 FT) NORTH OF THE CENTER OF THE STREET AND 7.8 M
 OZ0839'(25.7 FT) SOUTHEAST OF TRIANGULATION STATION HOME.  2.0 M ABOVE THE
 OZ0839'STREET.
 OZ0839
 OZ0839                          STATION RECOVERY (1984)
 OZ0839
 OZ0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OZ0839'THE STATION WAS RECOVERED.  IT WAS OCCUPIED AND THE ANGLES AND
 OZ0839'DISTANCES WERE TAKEN TO HOME 2 1984 AND ITS RMS.  THE STATION IS
 OZ0839'LOCATED ABOUT 3.5 MILES (5.6 KM) SW OF MOUNTAIN HOME ON BLM LAND.  TO
 OZ0839'REACH THE STATION FROM THE JUNCTION OF STATE HWYS 51 AND 67, GO S ON
 OZ0839'HWY 51 FOR 2.5 MILES, (4.0 KM) TURN RIGHT ON ROAD W 365 AND GO 0.8
 OZ0839'MILE (1.3 KM) TO JUST BEFORE CROSSING A SMALL CONCRETE BRIDGE, TURN
 OZ0839'RIGHT AND GO 0.05 MILE (0.08 KM) TO THE STATION.
 OZ0839' 
 OZ0839'THE STATION IS AN USGS DISK STAMPED---CISTERN 1955---, SET INTO THE
 OZ0839'TOP OF AN OLD CONCRETE CISTERN.  IT IS ON THE PROLONGATION OF THE E
 OZ0839'SIDE OF A DRIVEWAY LEADING S.  THE STATION IS LOCATED 39 METERS (128.0
 OZ0839'FT) N FROM THE CETERLINE OF A GRAVEL ROAD, 5.8 METERS (19.0 FT) S FROM
 OZ0839'A WITNESS POST, 0.3 METERS (1.0 FT) SW FROM THE SW CORNER OF THE
 OZ0839'OPENING OF THE CISTERN.  RM NO 1, IS A STANDARD CGS DISK
 OZ0839'STAMPED---HOME NO 1 1958---, SET INTO THE TOP CENTER OF A CONCRETE
 OZ0839'SLAB 0.7 METERS (2.3 FT) BY 1 METER (3.3 FT) AND PROJECTING 10 CMS.
 OZ0839'THE STATION IS LOCATED 42 METERS (137.8 FT) N FROM THE CENTERLINE OF
 OZ0839'THE ROAD, 10.3 METERS (33.8 FT) E FROM A WITNESS POST, AND 0.3 METERS
 OZ0839'(1.0 FT) HIGHER THAN THE STATION.  RM NO 3, IS A STANDARD NGS DISK
 OZ0839'STAMPED---HOME 2 NO 3 1984---, SET INTO THE TOP OF A BOULDER, 1 METER
 OZ0839'(3.3 FT) LARGEST DIMENSION.  THE STATION IS LOCATED 33 METERS (108.3
 OZ0839'FT) N FROM THE CENTERLINE OF ROAD AT A SMALL BRIDGE, 16.1 METERS (52.8
 OZ0839'FT) SW FROM A WITNESS POST, AND ABOUT SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0491 ***********************************************************************
 SV0491  DESIGNATION -  CJ
 SV0491  PID         -  SV0491
 SV0491  STATE/COUNTY-  ID/KOOTENAI
 SV0491  USGS QUAD   -  WOLF LODGE (1996)
 SV0491
 SV0491                         *CURRENT SURVEY CONTROL
 SV0491  ___________________________________________________________________
 SV0491* NAD 83(1986)-  47 44 19.     (N)    116 35 38.     (W)     SCALED    
 SV0491* NAVD 88     -      1281.655  (meters)    4204.90   (feet)  ADJUSTED  
 SV0491  ___________________________________________________________________
 SV0491  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV0491  DYNAMIC HT  -        1281.583 (meters)    4204.66  (feet)  COMP
 SV0491  MODELED GRAV-     980,510.4   (mgal)                       NAVD 88
 SV0491
 SV0491  VERT ORDER  -  SECOND    CLASS 0
 SV0491
 SV0491.The horizontal coordinates were scaled from a topographic map and have
 SV0491.an estimated accuracy of +/- 6 seconds.
 SV0491
 SV0491.The orthometric height was determined by differential leveling
 SV0491.and adjusted by the National Geodetic Survey in June 1991..
 SV0491
 SV0491.The geoid height was determined by GEOID03.
 SV0491
 SV0491.The dynamic height is computed by dividing the NAVD 88
 SV0491.geopotential number by the normal gravity value computed on the
 SV0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0491.degrees latitude (g = 980.6199 gals.).
 SV0491
 SV0491.The modeled gravity was interpolated from observed gravity values.
 SV0491
 SV0491;                    North         East    Units  Estimated Accuracy
 SV0491;SPC ID W     -   675,050.      736,710.      MT  (+/- 180 meters Scaled)
 SV0491
 SV0491                          SUPERSEDED SURVEY CONTROL
 SV0491
 SV0491  NGVD 29 (??/??/92) 1280.446  (m)         4200.93   (f) ADJ UNCH    2 0
 SV0491
 SV0491.Superseded values are not recommended for survey control.
 SV0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0491.See file dsdata.txt to determine how the superseded data were derived.
 SV0491
 SV0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN304873(NAD 83)
 SV0491_MARKER: N = NAIL
 SV0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0491_SP_SET: PINE TREE
 SV0491_STAMPING: C J
 SV0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0491
 SV0491  HISTORY     - Date     Condition        Report By
 SV0491  HISTORY     - UNK      MONUMENTED       CGS
 SV0491  HISTORY     - 1958     GOOD             NGS
 SV0491
 SV0491                          STATION DESCRIPTION
 SV0491
 SV0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0491'13.6 MI NE FROM COEUR DALENE.
 SV0491'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT
 SV0491'COEUR DALENE, THENCE 12.3 MILES EAST AND NORTHEAST ALONG A GRAVEL
 SV0491'ROAD, 0.3 MILE SOUTHWEST OF A SPRING AND WATER TANK, SET VERTICALLY IN
 SV0491'THE TRUNK ON THE SOUTHWEST SIDE OF A 30-INCH PINE TREE, 18 FEET
 SV0491'NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET ABOVE THE GROUND
 SV0491'AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1726 ***********************************************************************
 SV1726  DESIGNATION -  CL 1
 SV1726  PID         -  SV1726
 SV1726  STATE/COUNTY-  ID/KOOTENAI
 SV1726  USGS QUAD   -  ROCKFORD BAY (1981)
 SV1726
 SV1726                         *CURRENT SURVEY CONTROL
 SV1726  ___________________________________________________________________
 SV1726* NAD 83(1999)-  47 32 54.51191(N)    116 55 11.47136(W)     ADJUSTED  
 SV1726* NAVD 88     -       766.0    (meters)    2513.     (feet)  VERTCON   
 SV1726  ___________________________________________________________________
 SV1726  X           -  -1,952,863.937 (meters)                     COMP
 SV1726  Y           -  -3,846,001.629 (meters)                     COMP
 SV1726  Z           -   4,683,689.420 (meters)                     COMP
 SV1726  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 SV1726  ELLIP HEIGHT-         748.42  (meters)          (05/11/01) GPS OBS
 SV1726  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 SV1726
 SV1726  HORZ ORDER  -  FIRST
 SV1726  ELLP ORDER  -  FIFTH     CLASS II
 SV1726
 SV1726.The horizontal coordinates were established by GPS observations
 SV1726.and adjusted by the National Geodetic Survey in May 2001..
 SV1726.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1726.DATUM ITEM on the data sheet items page.
 SV1726
 SV1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1726
 SV1726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1726
 SV1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1726
 SV1726.The ellipsoidal height was determined by GPS observations
 SV1726.and is referenced to NAD 83.
 SV1726
 SV1726.The geoid height was determined by GEOID03.
 SV1726
 SV1726;                    North         East     Units Scale Factor Converg.
 SV1726;SPC ID W     -   654,230.640   711,946.660   MT  1.00002858   -0 51 47.6
 SV1726;UTM  11      - 5,266,120.250   506,030.575   MT  0.99960045   +0 03 32.9
 SV1726
 SV1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1726!SPC ID W     -   0.99988271  x   1.00002858  =   0.99991128
 SV1726!UTM  11      -   0.99988271  x   0.99960045  =   0.99948320
 SV1726
 SV1726                          SUPERSEDED SURVEY CONTROL
 SV1726
 SV1726  NAD 83(1992)-  47 32 54.51119(N)    116 55 11.47283(W) AD(       ) 1
 SV1726  ELLIP H (07/28/92)  748.80   (m)                       GP(       ) 5 1
 SV1726  NAD 83(1991)-  47 32 54.51085(N)    116 55 11.46845(W) AD(       ) 1
 SV1726  ELLIP H (12/09/91)  748.49   (m)                       GP(       ) 4 1
 SV1726  NAD 83(1986)-  47 32 54.51758(N)    116 55 11.46397(W) AD(       ) 1
 SV1726  NGVD 29 (03/07/91)  764.9    (m)         2510.     (f) GPS OBS        
 SV1726
 SV1726.Superseded values are not recommended for survey control.
 SV1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1726.See file dsdata.txt to determine how the superseded data were derived.
 SV1726
 SV1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0603166120(NAD 83)
 SV1726_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1726_SP_SET: CONCRETE POST
 SV1726_STAMPING: CL 1 1989
 SV1726_MARK LOGO: NGS   
 SV1726_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1726+STABILITY: SURFACE MOTION
 SV1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1726+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1990
 SV1726
 SV1726  HISTORY     - Date     Condition        Report By
 SV1726  HISTORY     - 1989     MONUMENTED       NGS
 SV1726  HISTORY     - 19900803 GOOD
 SV1726
 SV1726                          STATION DESCRIPTION
 SV1726
 SV1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1726'THE STATION IS LOCATED ABOUT 22.0 KM (13.7 MI) SOUTHWEST FROM COEUR
 SV1726'D ALENE, 3.0 KM (1.9 MI) NORTHEAST FROM THE NORTH COEUR D ALENE
 SV1726'INDIAN RESERVATION BOUNDARY ALONG U.S. HIGHWAY 95 AND SET BETWEEN TWO
 SV1726'4 X 4 INCH WOODEN POSTS.
 SV1726'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND U.S.
 SV1726'INTERSTATE HIGHWAY 90 IN COEUR D ALENE, GO SOUTHWESTERLY ON U.S.
 SV1726'HIGHWAY 95 FOR 21.2 KM (13.2 MI) TO CHECKMATE MARINE AND THE MARK ON
 SV1726'THE RIGHT AT A SMALL GRAVEL PULL-OFF.
 SV1726'THE MARK IS SET 7.4 M (24.3 FT) NORTHWEST FROM THE CENTERLINE OF THE
 SV1726'HIGHWAY, 8.5 M (27.9 FT) NORTHEAST FROM THE MAIL BOX OF FRYER
 SV1726'DINSMORE, 23.1 M (75.8 FT) SOUTH-SOUTHWEST FROM POWER POLE REA CO-OP
 SV1726'3532 WITH A TRANSFORMER, 0.7 M (2.3 FT) SOUTHWEST FROM A WITNESS
 SV1726'POST, LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND SURFACE .
 SV1726'NOTE--THE UNDERGROUND MARK WAS SET AT A DEPTH OF 1.2 M (3.9 FT) .  NO
 SV1726'REFERENCE MARKS WERE SET.
 SV1726
 SV1726                          STATION RECOVERY (1990)
 SV1726
 SV1726'RECOVERED 1990
 SV1726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1637 ***********************************************************************
 SV1637  DESIGNATION -  CL 10
 SV1637  PID         -  SV1637
 SV1637  STATE/COUNTY-  ID/BENEWAH
 SV1637  USGS QUAD   -  TENSED (1985)
 SV1637
 SV1637                         *CURRENT SURVEY CONTROL
 SV1637  ___________________________________________________________________
 SV1637* NAD 83(1999)-  47 14 18.13347(N)    116 55 22.11621(W)     ADJUSTED  
 SV1637* NAVD 88     -       806.768  (meters)    2646.87   (feet)  ADJUSTED  
 SV1637  ___________________________________________________________________
 SV1637  X           -  -1,964,566.047 (meters)                     COMP
 SV1637  Y           -  -3,868,553.378 (meters)                     COMP
 SV1637  Z           -   4,660,376.762 (meters)                     COMP
 SV1637  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 SV1637  ELLIP HEIGHT-         788.79  (meters)          (05/11/01) GPS OBS
 SV1637  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 SV1637  DYNAMIC HT  -         806.743 (meters)    2646.79  (feet)  COMP
 SV1637  MODELED GRAV-     980,555.8   (mgal)                       NAVD 88
 SV1637
 SV1637  HORZ ORDER  -  FIRST
 SV1637  VERT ORDER  -  FIRST     CLASS II
 SV1637  ELLP ORDER  -  FIFTH     CLASS II
 SV1637
 SV1637.The horizontal coordinates were established by GPS observations
 SV1637.and adjusted by the National Geodetic Survey in May 2001..
 SV1637.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1637.DATUM ITEM on the data sheet items page.
 SV1637
 SV1637.The orthometric height was determined by differential leveling
 SV1637.and adjusted by the National Geodetic Survey in June 1991..
 SV1637
 SV1637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1637
 SV1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1637
 SV1637.The ellipsoidal height was determined by GPS observations
 SV1637.and is referenced to NAD 83.
 SV1637
 SV1637.The geoid height was determined by GEOID03.
 SV1637
 SV1637.The dynamic height is computed by dividing the NAVD 88
 SV1637.geopotential number by the normal gravity value computed on the
 SV1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1637.degrees latitude (g = 980.6199 gals.).
 SV1637
 SV1637.The modeled gravity was interpolated from observed gravity values.
 SV1637
 SV1637;                    North         East     Units Scale Factor Converg.
 SV1637;SPC ID W     -   619,759.864   711,204.645   MT  1.00003020   -0 51 40.0
 SV1637;UTM  11      - 5,231,656.792   505,842.259   MT  0.99960042   +0 03 24.0
 SV1637
 SV1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1637!SPC ID W     -   0.99987638  x   1.00003020  =   0.99990657
 SV1637!UTM  11      -   0.99987638  x   0.99960042  =   0.99947685
 SV1637
 SV1637                          SUPERSEDED SURVEY CONTROL
 SV1637
 SV1637  NAD 83(1992)-  47 14 18.13352(N)    116 55 22.11697(W) AD(       ) 1
 SV1637  ELLIP H (07/28/92)  788.95   (m)                       GP(       ) 5 1
 SV1637  NAD 83(1991)-  47 14 18.13378(N)    116 55 22.11621(W) AD(       ) 1
 SV1637  ELLIP H (12/09/91)  788.94   (m)                       GP(       ) 4 1
 SV1637  NAD 83(1986)-  47 14 18.14047(N)    116 55 22.11026(W) AD(       ) 1
 SV1637  NGVD 29 (03/07/91)  805.59   (m)         2643.0    (f) LEVELING    3  
 SV1637
 SV1637.Superseded values are not recommended for survey control.
 SV1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1637.See file dsdata.txt to determine how the superseded data were derived.
 SV1637
 SV1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0584231657(NAD 83)
 SV1637_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1637_SP_SET: CONCRETE POST
 SV1637_STAMPING: CL 10 1989
 SV1637_MARK LOGO: NGS   
 SV1637_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1637+STABILITY: SURFACE MOTION
 SV1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1637+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1990
 SV1637
 SV1637  HISTORY     - Date     Condition        Report By
 SV1637  HISTORY     - 1989     MONUMENTED       NGS
 SV1637  HISTORY     - 19900809 GOOD             NGS
 SV1637
 SV1637                          STATION DESCRIPTION
 SV1637
 SV1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1637'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1637'HIGHWAY 95, 1.18 KM (0.75 MI) NORTHEAST FROM THE JUNCTION OF STATE
 SV1637'HIGHWAY 60, ON THE OUTSIDE OF A CURVE AND SET BETWEEN TWO 4 BY 4 INCH
 SV1637'WOODEN POSTS REACHED FROM THE JUNCTION OF STATE HIGHWAY 5 AND U.S.
 SV1637'HIGHWAY 95 IN PLUMMER GO SOUTH ON U.S. HIGHWAY 95 FOR 11.22 KM (6.95
 SV1637'MI) TO THE MARK ON THE LEFT.  IT IS 8.0 M (26.2 FT) SOUTHEAST FROM
 SV1637'THE CENTERLINE OF THE HIGHWAY, 47.5 M (155.8 FT) SOUTHWEST FROM A
 SV1637'POWER POLE WITH 1 GUY WIRE AND 0.6 M (2.0 FT) NORTHWEST FROM A
 SV1637'WITNESS POST.  MARK IS FLUSH WITH THE GROUND SURFACE AND 0.2 M (0.7
 SV1637'FT) BELOW THE HIGHWAY.  NOTE--THE UNDERGROUND MARK WAS SET AT A DEPTH
 SV1637'OF 1.2 M (3.9 FT) .
 SV1637
 SV1637                          STATION RECOVERY (1990)
 SV1637
 SV1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SV1637'THE STATION IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG
 SV1637'U.S. HIGHWAY 95, 1.18 KM (0.73 MI) NORTHEAST OF THE JUNCTION OF STATE
 SV1637'HIGHWAY 60 ON THE OUTSIDE OF A CURVE AND SED BETWEEN TWO 4 X 4 INCH
 SV1637'WOODEN POSTS.
 SV1637'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5 AND U.S.
 SV1637'HIGHWAY 95 IN PLUMMER, GO SOUTH ON U.S. HIGHWAY 95 FOR 11.75 KM
 SV1637'(7.30 MI) TO THE MARK ON THE LEFT.
 SV1637'THE MARK IS SET 47.5 M (155.8 FT) SOUTHWEST OF A POWER POLE WITH 1
 SV1637'GUY, 8.0 M (26.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.6
 SV1637'M (2.0 FT) NORTHWEST OF A WITNESS POST, 0.2 M (0.7 FT) BELOW THE
 SV1637'LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1727 ***********************************************************************
 SV1727  DESIGNATION -  CL 11
 SV1727  PID         -  SV1727
 SV1727  STATE/COUNTY-  ID/BENEWAH
 SV1727  USGS QUAD   -  TENSED (1985)
 SV1727
 SV1727                         *CURRENT SURVEY CONTROL
 SV1727  ___________________________________________________________________
 SV1727* NAD 83(1999)-  47 08 51.87546(N)    116 54 35.08060(W)     ADJUSTED  
 SV1727* NAVD 88     -       778.1    (meters)    2553.     (feet)  VERTCON   
 SV1727  ___________________________________________________________________
 SV1727  X           -  -1,967,020.877 (meters)                     COMP
 SV1727  Y           -  -3,875,576.175 (meters)                     COMP
 SV1727  Z           -   4,653,508.371 (meters)                     COMP
 SV1727  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 SV1727  ELLIP HEIGHT-         760.18  (meters)          (05/11/01) GPS OBS
 SV1727  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 SV1727
 SV1727  HORZ ORDER  -  FIRST
 SV1727  ELLP ORDER  -  FIFTH     CLASS II
 SV1727
 SV1727.The horizontal coordinates were established by GPS observations
 SV1727.and adjusted by the National Geodetic Survey in May 2001..
 SV1727.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1727.DATUM ITEM on the data sheet items page.
 SV1727
 SV1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1727
 SV1727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1727
 SV1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1727
 SV1727.The ellipsoidal height was determined by GPS observations
 SV1727.and is referenced to NAD 83.
 SV1727
 SV1727.The geoid height was determined by GEOID03.
 SV1727
 SV1727;                    North         East     Units Scale Factor Converg.
 SV1727;SPC ID W     -   609,670.459   712,044.212   MT  1.00002838   -0 51 01.0
 SV1727;UTM  11      - 5,221,586.438   506,842.780   MT  0.99960058   +0 03 58.2
 SV1727
 SV1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1727!SPC ID W     -   0.99988086  x   1.00002838  =   0.99990923
 SV1727!UTM  11      -   0.99988086  x   0.99960058  =   0.99948149
 SV1727
 SV1727                          SUPERSEDED SURVEY CONTROL
 SV1727
 SV1727  NAD 83(1992)-  47 08 51.87554(N)    116 54 35.08122(W) AD(       ) 1
 SV1727  ELLIP H (07/28/92)  760.34   (m)                       GP(       ) 5 1
 SV1727  NAD 83(1991)-  47 08 51.87578(N)    116 54 35.08090(W) AD(       ) 1
 SV1727  ELLIP H (12/09/91)  760.32   (m)                       GP(       ) 4 1
 SV1727  NAD 83(1986)-  47 08 51.88263(N)    116 54 35.07413(W) AD(       ) 1
 SV1727  NGVD 29 (03/07/91)  777.0    (m)         2549.     (f) GPS OBS        
 SV1727
 SV1727.Superseded values are not recommended for survey control.
 SV1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1727.See file dsdata.txt to determine how the superseded data were derived.
 SV1727
 SV1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0684321586(NAD 83)
 SV1727_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1727_SP_SET: CONCRETE POST
 SV1727_STAMPING: CL 11 1989
 SV1727_MARK LOGO: NGS   
 SV1727_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1727+STABILITY: SURFACE MOTION
 SV1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1727+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1990
 SV1727
 SV1727  HISTORY     - Date     Condition        Report By
 SV1727  HISTORY     - 1989     MONUMENTED       NGS
 SV1727  HISTORY     - 19900808 GOOD
 SV1727
 SV1727                          STATION DESCRIPTION
 SV1727
 SV1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1727'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHEAST OF TENSED IN
 SV1727'THE NORTHWEST QUADRANT OF THE JUNCTION OF U.S. HIGHWAY 95 AND A PAVED
 SV1727'ROAD LEADING WEST TO DE SMET, ON THE COEUR D ALENE INDIAN
 SV1727'RESERVATION, SET BETWEEN TWO 4 X 4 INCH WOODEN POSTS.
 SV1727'TO REACH THE STATION FROM THE POST OFFICE IN TENSED, GO SOUTHEAST ON A
 SV1727'PAVED STREET FOR 0.1 KM (0.1 MI) TO THE JUNCTION OF U.S. HIGHWAY 95.
 SV1727'TURN LEFT AND GO SOUTHEAST ON U.S. HIGHWAY 95 FOR 1.82 KM (1.13 MI)
 SV1727'TO THE JUNCTION OF A PAVED ROAD LEADING WEST TO DE SMET AND THE MARK
 SV1727'ON THE RIGHT.
 SV1727'THE MARK IS SET 12.2 M (40.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 SV1727'HIGHWAY, 16.3 M (53.5 FT) NORTH FROM THE CENTER OF THE ROAD LEADING
 SV1727'TO DE SMET, 7.8 M (25.6 FT) SOUTH FROM THE SOUTHEAST END OF A
 SV1727'CONCRETE GUARD RAIL, 0.8 M (2.6 FT) NORTH-NORTHEAST FROM A WITNESS
 SV1727'POST, LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND SURFACE.
 SV1727'NOTE--THE UNDERGROUND MARK WAS SET AT A DEPTH OF 1.2 M (3.9 FT) .  NO
 SV1727'REFERENCE MARKS WERE SET.
 SV1727
 SV1727                          STATION RECOVERY (1990)
 SV1727
 SV1727'RECOVERED 1990
 SV1727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1728 ***********************************************************************
 SV1728  DESIGNATION -  CL 12
 SV1728  PID         -  SV1728
 SV1728  STATE/COUNTY-  ID/BENEWAH
 SV1728  USGS QUAD   -  TENSED (1985)
 SV1728
 SV1728                         *CURRENT SURVEY CONTROL
 SV1728  ___________________________________________________________________
 SV1728* NAD 83(1999)-  47 08 16.73858(N)    116 53 44.62405(W)     ADJUSTED  
 SV1728* NAVD 88     -       781.0    (meters)    2562.     (feet)  VERTCON   
 SV1728  ___________________________________________________________________
 SV1728  X           -  -1,966,433.517 (meters)                     COMP
 SV1728  Y           -  -3,876,768.428 (meters)                     COMP
 SV1728  Z           -   4,652,772.329 (meters)                     COMP
 SV1728  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 SV1728  ELLIP HEIGHT-         763.03  (meters)          (05/11/01) GPS OBS
 SV1728  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SV1728
 SV1728  HORZ ORDER  -  FIRST
 SV1728  ELLP ORDER  -  FIFTH     CLASS II
 SV1728
 SV1728.The horizontal coordinates were established by GPS observations
 SV1728.and adjusted by the National Geodetic Survey in May 2001..
 SV1728.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1728.DATUM ITEM on the data sheet items page.
 SV1728
 SV1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1728
 SV1728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1728
 SV1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1728
 SV1728.The ellipsoidal height was determined by GPS observations
 SV1728.and is referenced to NAD 83.
 SV1728
 SV1728.The geoid height was determined by GEOID03.
 SV1728
 SV1728;                    North         East     Units Scale Factor Converg.
 SV1728;SPC ID W     -   608,569.786   713,091.255   MT  1.00002613   -0 50 23.5
 SV1728;UTM  11      - 5,220,503.113   507,906.838   MT  0.99960077   +0 04 35.1
 SV1728
 SV1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1728!SPC ID W     -   0.99988041  x   1.00002613  =   0.99990654
 SV1728!UTM  11      -   0.99988041  x   0.99960077  =   0.99948123
 SV1728
 SV1728                          SUPERSEDED SURVEY CONTROL
 SV1728
 SV1728  NAD 83(1992)-  47 08 16.73867(N)    116 53 44.62477(W) AD(       ) 1
 SV1728  ELLIP H (07/28/92)  763.19   (m)                       GP(       ) 5 1
 SV1728  NAD 83(1991)-  47 08 16.73898(N)    116 53 44.62422(W) AD(       ) 1
 SV1728  ELLIP H (12/09/91)  763.17   (m)                       GP(       ) 4 1
 SV1728  NAD 83(1986)-  47 08 16.74548(N)    116 53 44.61823(W) AD(       ) 1
 SV1728  NGVD 29 (03/07/91)  779.8    (m)         2558.     (f) GPS OBS        
 SV1728
 SV1728.Superseded values are not recommended for survey control.
 SV1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1728.See file dsdata.txt to determine how the superseded data were derived.
 SV1728
 SV1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0790720503(NAD 83)
 SV1728_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1728_SP_SET: CONCRETE POST
 SV1728_STAMPING: CL 12 1989
 SV1728_MARK LOGO: NGS   
 SV1728_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1728+STABILITY: SURFACE MOTION
 SV1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1728+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 SV1728
 SV1728  HISTORY     - Date     Condition        Report By
 SV1728  HISTORY     - 1989     MONUMENTED       NGS
 SV1728  HISTORY     - 19900807 GOOD
 SV1728
 SV1728                          STATION DESCRIPTION
 SV1728
 SV1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1728'THE STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) SOUTHEAST OF TENSED, 2.3
 SV1728'KM (1.4 MI) NORTHWEST OF THE SHEEP CREEK CROSSING OF U.S. HIGHWAY 95,
 SV1728'ON THE COEUR D ALENE INDIAN RESERVATION, SET BETWEEN TWO 4 X 4 INCH
 SV1728'WOODEN POSTS.
 SV1728'TO REACH THE STATION FROM THE POST OFFICE IN TENSED, GO SOUTHEAST ON A
 SV1728'PAVED STREET FOR 0.1 KM (0.1 MI) TO THE JUNCTION OF U.S. HIGHWAY 95.
 SV1728'TURN LEFT AND GO SOUTHEAST ON U.S. HIGHWAY 95 FOR 3.35 KM (2.08 MI)
 SV1728'TO A TRACK ROAD LEADING NORTHEAST AND THE MARK ON THE LEFT.
 SV1728'THE MARK IS SET 11.5 M (37.7 FT) NORTHEAST FROM THE CENTERLINE OF THE
 SV1728'HIGHWAY, 2.5 M (8.2 FT) WEST FROM A FENCE CORNER, 20.8 M (68.2 FT)
 SV1728'SOUTH-SOUTHEAST FROM USGS BENCH MARK 6 WF, 6.8 M (22.3 FT)
 SV1728'SOUTH-SOUTHWEST FROM THE CENTER OF A GATE WAY CAFE SIGN, 13.0 M
 SV1728'(42.7 FT) NORTHEAST FROM A BLM SECTION CORNER MONUMENT THAT IS
 SV1728'EMBEDDED IN THE HIGHWAY, 4.7 M (15.4 FT) SOUTH-SOUTHEAST FROM THE
 SV1728'CENTER OF THE TRACK ROAD, 0.8 M (2.6 FT) NORTH-NORTHWEST FROM A
 SV1728'WITNESS POST, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY AND FLUSH
 SV1728'WITH THE GROUND SURFACE.
 SV1728'NOTE--THE UNDERGROUND MARK WAS SET AT A DEPTH OF 1.2 M (3.9 FT) .  NO
 SV1728'REFERENCE MARKS WERE SET.
 SV1728
 SV1728                          STATION RECOVERY (1990)
 SV1728
 SV1728'RECOVERED 1990
 SV1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1729 ***********************************************************************
 SV1729  DESIGNATION -  CL 13
 SV1729  PID         -  SV1729
 SV1729  STATE/COUNTY-  ID/LATAH
 SV1729  USGS QUAD   -  MISSION MOUNTAIN (1994)
 SV1729
 SV1729                         *CURRENT SURVEY CONTROL
 SV1729  ___________________________________________________________________
 SV1729* NAD 83(1999)-  47 04 00.37298(N)    116 52 59.54533(W)     ADJUSTED  
 SV1729* NAVD 88     -      1258.7    (meters)    4130.     (feet)  VERTCON   
 SV1729  ___________________________________________________________________
 SV1729  X           -  -1,968,356.147 (meters)                     COMP
 SV1729  Y           -  -3,882,661.905 (meters)                     COMP
 SV1729  Z           -   4,647,732.514 (meters)                     COMP
 SV1729  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 SV1729  ELLIP HEIGHT-        1240.80  (meters)          (05/11/01) GPS OBS
 SV1729  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 SV1729
 SV1729  HORZ ORDER  -  FIRST
 SV1729  ELLP ORDER  -  FIFTH     CLASS II
 SV1729
 SV1729.The horizontal coordinates were established by GPS observations
 SV1729.and adjusted by the National Geodetic Survey in May 2001..
 SV1729.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1729.DATUM ITEM on the data sheet items page.
 SV1729
 SV1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1729
 SV1729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1729
 SV1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1729
 SV1729.The ellipsoidal height was determined by GPS observations
 SV1729.and is referenced to NAD 83.
 SV1729
 SV1729.The geoid height was determined by GEOID03.
 SV1729
 SV1729;                    North         East     Units Scale Factor Converg.
 SV1729;SPC ID W     -   600,639.663   713,926.373   MT  1.00002436   -0 49 47.0
 SV1729;UTM  11      - 5,212,590.709   508,868.184   MT  0.99960097   +0 05 07.8
 SV1729
 SV1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1729!SPC ID W     -   0.99980554  x   1.00002436  =   0.99982990
 SV1729!UTM  11      -   0.99980554  x   0.99960097  =   0.99940659
 SV1729
 SV1729                          SUPERSEDED SURVEY CONTROL
 SV1729
 SV1729  NAD 83(1992)-  47 04 00.37307(N)    116 52 59.54596(W) AD(       ) 1
 SV1729  ELLIP H (07/28/92) 1240.95   (m)                       GP(       ) 5 1
 SV1729  NAD 83(1991)-  47 04 00.37338(N)    116 52 59.54563(W) AD(       ) 1
 SV1729  ELLIP H (12/09/91) 1240.94   (m)                       GP(       ) 4 1
 SV1729  NAD 83(1986)-  47 04 00.37996(N)    116 52 59.53903(W) AD(       ) 1
 SV1729  NGVD 29 (03/07/91) 1257.6    (m)         4126.     (f) GPS OBS        
 SV1729
 SV1729.Superseded values are not recommended for survey control.
 SV1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1729.See file dsdata.txt to determine how the superseded data were derived.
 SV1729
 SV1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0886812591(NAD 83)
 SV1729_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1729_SP_SET: CONCRETE POST
 SV1729_STAMPING: CL 13 1989
 SV1729_MARK LOGO: NGS   
 SV1729_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1729+STABILITY: SURFACE MOTION
 SV1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1729+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1990
 SV1729
 SV1729  HISTORY     - Date     Condition        Report By
 SV1729  HISTORY     - 1989     MONUMENTED       NGS
 SV1729  HISTORY     - 19900808 GOOD
 SV1729
 SV1729                          STATION DESCRIPTION
 SV1729
 SV1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1729'THE STATION IS LOCATED ABOUT 16.0 KM (9.9 MI) NORTH OF POTLATCH, 30.0
 SV1729'KM (18.6 MI) SOUTH OF PLUMMER, 2.0 KM (1.2 MI) NORTHWEST OF U.S.
 SV1729'HIGHWAY 95 AT TOP OF MINERAL MOUNTAIN.  OWNERSHP--U.S. FOREST
 SV1729'SERVICE.
 SV1729'TO REACH THE STATION FROM THE POST OFFICE IN TENSED, GO SOUTHEAST ON A
 SV1729'PAVED STREET FOR 0.15 KM (0.09 MI) TO THE JUNCTION OF U.S. HIGHWAY
 SV1729'95. TURN LEFT AND GO SOUTHEAST ON U.S. HIGHWAY 95 FOR 16.7 KM
 SV1729'(10.4 MI) TO THE TOP OF THE GRADE AND A GRAVEL SIDE ROAD RIGHT AND
 SV1729'THE JUNCTION OF SKY LINE DRIVE (U.S. FOREST SERVICE ROAD 4716).  TURN
 SV1729'RIGHT AND GO NORTHWESTERLY ON THE MAIN TRAVELED GRAVELED ROAD FOR
 SV1729'1.84 KM (1.14 MI) TO A FORK.  TAKE THE LEFT FORK AND CONTINUE ON THE
 SV1729'MAIN TRAVELED ROAD FOR 1.34 KM (0.83 MI) TO A FORK.  TAKE THE RIGHT
 SV1729'FORK AND CONTINUE ON MAIN TRAVELED ROAD FOR 2.94 KM (1.83 MI) TO A
 SV1729'FORK. TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN TRAVELED ROAD FOR
 SV1729'1.63 KM (1.01 MI) TO A T-JUNCTION AND SIGN --MINERAL MTN AND U.S.
 SV1729'FOREST SERVICE ROAD 4716 C--.  TURN RIGHT AND GO EASTERLY ON TRACK
 SV1729'ROAD 4716 C FOR 2.63 KM (1.63 MI) TO A FORK.  TAKE THE RIGHT FORK AND
 SV1729'CONTINUE ON A TRACK ROAD AROUND THE TOP OF THE MOUNTAIN FOR 0.16 KM
 SV1729'(0.10 MI) TO THE HIGHEST POINT AND THE MARK ON THE RIGHT.
 SV1729'THE MARK IS IN A DRILL HOLE IN THE NORTHWEST 1 OF 4 24 X 24 INCH
 SV1729'CONCRETE ANCHOR FOUNDATIONS SET 2.4 M (7.9 FT) NORTH FROM THE CENTER
 SV1729'OF THE ROAD, 1.6 M (5.2 FT) SOUTH FROM THE SOUTHWEST CORNER OF A 5 X
 SV1729'6 FOOT CONCRETE PAD, 44.6 M (146.3 FT) NORTH-NORTHEAST FROM A ITD
 SV1729'RIGHT-OF-WAY MARKER, 1.1 M (3.6 FT) SOUTH FROM A WITNESS POST AND
 SV1729'FLUSH WITH THE GROUND SURFACE.
 SV1729'NOTE--NO REFERENCE MARKS WERE SET.
 SV1729
 SV1729                          STATION RECOVERY (1990)
 SV1729
 SV1729'RECOVERED 1990
 SV1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1730 ***********************************************************************
 SV1730  DESIGNATION -  CL 14
 SV1730  PID         -  SV1730
 SV1730  STATE/COUNTY-  ID/LATAH
 SV1730  USGS QUAD   -  SANDERS (1994)
 SV1730
 SV1730                         *CURRENT SURVEY CONTROL
 SV1730  ___________________________________________________________________
 SV1730* NAD 83(1999)-  47 02 32.44534(N)    116 52 15.00105(W)     ADJUSTED  
 SV1730* NAVD 88     -       866.5    (meters)    2843.     (feet)  VERTCON   
 SV1730  ___________________________________________________________________
 SV1730  X           -  -1,968,295.334 (meters)                     COMP
 SV1730  Y           -  -3,884,621.801 (meters)                     COMP
 SV1730  Z           -   4,645,595.143 (meters)                     COMP
 SV1730  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 SV1730  ELLIP HEIGHT-         848.55  (meters)          (05/11/01) GPS OBS
 SV1730  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 SV1730
 SV1730  HORZ ORDER  -  FIRST
 SV1730  ELLP ORDER  -  FIFTH     CLASS II
 SV1730
 SV1730.The horizontal coordinates were established by GPS observations
 SV1730.and adjusted by the National Geodetic Survey in May 2001..
 SV1730.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1730.DATUM ITEM on the data sheet items page.
 SV1730
 SV1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1730
 SV1730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1730
 SV1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1730
 SV1730.The ellipsoidal height was determined by GPS observations
 SV1730.and is referenced to NAD 83.
 SV1730
 SV1730.The geoid height was determined by GEOID03.
 SV1730
 SV1730;                    North         East     Units Scale Factor Converg.
 SV1730;SPC ID W     -   597,911.043   714,827.313   MT  1.00002246   -0 49 13.2
 SV1730;UTM  11      - 5,209,877.971   509,812.186   MT  0.99960118   +0 05 40.3
 SV1730
 SV1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1730!SPC ID W     -   0.99986701  x   1.00002246  =   0.99988947
 SV1730!UTM  11      -   0.99986701  x   0.99960118  =   0.99946824
 SV1730
 SV1730                          SUPERSEDED SURVEY CONTROL
 SV1730
 SV1730  NAD 83(1992)-  47 02 32.44543(N)    116 52 15.00167(W) AD(       ) 1
 SV1730  ELLIP H (07/28/92)  848.71   (m)                       GP(       ) 5 1
 SV1730  NAD 83(1991)-  47 02 32.44566(N)    116 52 15.00136(W) AD(       ) 1
 SV1730  ELLIP H (12/09/91)  848.69   (m)                       GP(       ) 4 1
 SV1730  NAD 83(1986)-  47 02 32.45248(N)    116 52 14.99457(W) AD(       ) 1
 SV1730  NGVD 29 (03/07/91)  865.4    (m)         2839.     (f) GPS OBS        
 SV1730
 SV1730.Superseded values are not recommended for survey control.
 SV1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1730.See file dsdata.txt to determine how the superseded data were derived.
 SV1730
 SV1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0981209878(NAD 83)
 SV1730_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1730_SP_SET: CONCRETE POST
 SV1730_STAMPING: CL 14 1989
 SV1730_MARK LOGO: NGS   
 SV1730_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1730+STABILITY: SURFACE MOTION
 SV1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1730+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1990
 SV1730
 SV1730  HISTORY     - Date     Condition        Report By
 SV1730  HISTORY     - 1989     MONUMENTED       NGS
 SV1730  HISTORY     - 19900808 GOOD
 SV1730
 SV1730                          STATION DESCRIPTION
 SV1730
 SV1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1730'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) NORTH OF POTLATCH, 15.0
 SV1730'KM (9.3 MI) SOUTHEAST OF FARMINGTON, WASHINGTON, 1.7 KM (1.1 MI)
 SV1730'SOUTHWEST OF THE LATAH-BENEWAH COUNTY LINE AND 0.1 KM (0.1 MI) NORTH
 SV1730'OF THE NORTH ENTRANCE TO A REST AREA ALONG U.S. HIGHWAY 95, SET
 SV1730'BETWEEN TWO 4 X 4 WOODEN POSTS.
 SV1730'TO REACH THE STATION FROM THE POST OFFICE IN TENSED, GO SOUTHEAST ON A
 SV1730'PAVED STREET FOR 0.1 KM (0.1 MI) TO THE JUNCTION OF U.S. HIGHWAY 95.
 SV1730'TURN LEFT AND GO SOUTHEAST ON U.S. HIGHWAY 95 FOR 16.9 KM (10.5 MI)
 SV1730'TO THE LATH COUNTY LINE.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 95 FOR
 SV1730'1.5 KM (0.9 MI) TO THE MARK ON THE RIGHT, JUST BEFORE REACHING A REST
 SV1730'AREA.
 SV1730'THE MARK IS SET 18.0 M (59.1 FT) NORTHWEST FROM THE CENTERLINE OF THE
 SV1730'HIGHWAY, 2.8 M (9.2 FT) SOUTHEAST FROM A RIGHT-OF-WAY FENCE, 15.4 M
 SV1730'(50.5 FT) SOUTHWEST FROM A REST AREA SIGN, 1.5 M (4.9 FT) BELOW THE
 SV1730'LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH-SOUTHWEST FROM A WITNESS
 SV1730'POST AND FLUSH WITH THE GROUND SURFACE.
 SV1730'NOTE--THE UNDERGROUND MARK WAS SET A A DEPTH OF 1.2 M (3.9 FT) .  NO
 SV1730'REFERENCE MARKS WERE SET.  THE DISK IS NOT IN THE CENTER OF THE
 SV1730'CONCRETE.
 SV1730
 SV1730                          STATION RECOVERY (1990)
 SV1730
 SV1730'RECOVERED 1990
 SV1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1731 ***********************************************************************
 SV1731  DESIGNATION -  CL 2
 SV1731  PID         -  SV1731
 SV1731  STATE/COUNTY-  ID/KOOTENAI
 SV1731  USGS QUAD   -  ROCKFORD BAY (1981)
 SV1731
 SV1731                         *CURRENT SURVEY CONTROL
 SV1731  ___________________________________________________________________
 SV1731* NAD 83(1999)-  47 30 30.58747(N)    116 56 13.63556(W)     ADJUSTED  
 SV1731* NAVD 88     -       822.1    (meters)    2697.     (feet)  VERTCON   
 SV1731  ___________________________________________________________________
 SV1731  X           -  -1,955,525.520 (meters)                     COMP
 SV1731  Y           -  -3,848,369.862 (meters)                     COMP
 SV1731  Z           -   4,680,729.036 (meters)                     COMP
 SV1731  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 SV1731  ELLIP HEIGHT-         804.40  (meters)          (05/11/01) GPS OBS
 SV1731  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SV1731
 SV1731  HORZ ORDER  -  FIRST
 SV1731  ELLP ORDER  -  FIFTH     CLASS II
 SV1731
 SV1731.The horizontal coordinates were established by GPS observations
 SV1731.and adjusted by the National Geodetic Survey in May 2001..
 SV1731.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1731.DATUM ITEM on the data sheet items page.
 SV1731
 SV1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1731
 SV1731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1731
 SV1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1731
 SV1731.The ellipsoidal height was determined by GPS observations
 SV1731.and is referenced to NAD 83.
 SV1731
 SV1731.The geoid height was determined by GEOID03.
 SV1731
 SV1731;                    North         East     Units Scale Factor Converg.
 SV1731;SPC ID W     -   649,805.835   710,579.014   MT  1.00003156   -0 52 31.5
 SV1731;UTM  11      - 5,261,675.920   504,734.870   MT  0.99960028   +0 02 46.9
 SV1731
 SV1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1731!SPC ID W     -   0.99987393  x   1.00003156  =   0.99990549
 SV1731!UTM  11      -   0.99987393  x   0.99960028  =   0.99947426
 SV1731
 SV1731                          SUPERSEDED SURVEY CONTROL
 SV1731
 SV1731  NAD 83(1992)-  47 30 30.58625(N)    116 56 13.63715(W) AD(       ) 1
 SV1731  ELLIP H (07/28/92)  804.82   (m)                       GP(       ) 5 1
 SV1731  NAD 83(1991)-  47 30 30.58639(N)    116 56 13.63245(W) AD(       ) 1
 SV1731  ELLIP H (12/09/91)  804.44   (m)                       GP(       ) 4 1
 SV1731  NAD 83(1986)-  47 30 30.59209(N)    116 56 13.62812(W) AD(       ) 1
 SV1731  NGVD 29 (03/07/91)  820.9    (m)         2693.     (f) GPS OBS        
 SV1731
 SV1731.Superseded values are not recommended for survey control.
 SV1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1731.See file dsdata.txt to determine how the superseded data were derived.
 SV1731
 SV1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0473561676(NAD 83)
 SV1731_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1731_SP_SET: CONCRETE POST
 SV1731_STAMPING: CL 2 1989
 SV1731_MARK LOGO: NGS   
 SV1731_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1731+STABILITY: SURFACE MOTION
 SV1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1731+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 SV1731
 SV1731  HISTORY     - Date     Condition        Report By
 SV1731  HISTORY     - 1989     MONUMENTED       NGS
 SV1731  HISTORY     - 19900802 GOOD
 SV1731
 SV1731                          STATION DESCRIPTION
 SV1731
 SV1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1731'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) SOUTHWEST OF COEUR
 SV1731'D ALENE, 18.0 KM (11.2 MI) NORTH-NORTHEAST OF PLUMMER AND SET BETWEEN
 SV1731'TWO 4 BY 4 INCH WOODEN POSTS.
 SV1731'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND U.S.
 SV1731'INTERSTATE HIGHWAY 90 IN COEUR D ALENE, GO SOUTHWESTERLY ON U.S.
 SV1731'HIGHWAY 95 FOR 28.0 KM (17.4 MI) TO FIGHTING CREEK AND THE COEUR
 SV1731'D ALENE INDIAN RESERVATION BOUNDARY.  CONTINUE SOUTHWESTERLY ON U.S.
 SV1731'HIGHWAY 95 FOR 0.90 KM (0.56 MI) TO A GRAVEL SIDE ROAD LEFT, JUST
 SV1731'BEFORE REACHING A HIGHWAY CURVE SIGN.  TURN LEFT AND GO SOUTHEASTERLY
 SV1731'ON THE GRAVEL ROAD FOR 1.24 KM (0.77 MI) TO A FORK. TAKE THE RIGHT
 SV1731'FORK AND GO SOUTH, UPHILL, FOR 0.26 KM (0.16 MI) TO THE MARK ON THE
 SV1731'LEFT.
 SV1731'THE MARK IS SET 6.1 M (20.0 FT) EAST FROM THE CENTER OF THE ROAD, 2.4
 SV1731'M (7.9 FT) NORTH FROM AN UNDERGROUND POWER WARNING SIGN, 1.0 M
 SV1731'(3.3 FT) NORTHEAST FROM A GTE UNDERGROUND TELEPHONE CABLE WARNING
 SV1731'SIGN AND 0.9 M (3.0 FT) SOUTH FROM A WITNESS POST, 0.3 M (1.0 FT)
 SV1731'BELOW THE LEVEL OF THE ROAD AND FLUSH WITH THE GROUND SURFACE.
 SV1731'NOTE--THE UNDERGROUND MARK WAS SET AT A DEPTH OF 1.2 M (3.9 FT) .  NO
 SV1731'REFERENCE MARKS WERE SET.
 SV1731
 SV1731                          STATION RECOVERY (1990)
 SV1731
 SV1731'RECOVERED 1990
 SV1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1732 ***********************************************************************
 SV1732  DESIGNATION -  CL 3
 SV1732  PID         -  SV1732
 SV1732  STATE/COUNTY-  ID/KOOTENAI
 SV1732  USGS QUAD   -  SETTERS (1980)
 SV1732
 SV1732                         *CURRENT SURVEY CONTROL
 SV1732  ___________________________________________________________________
 SV1732* NAD 83(1999)-  47 27 07.95988(N)    117 00 12.41534(W)     ADJUSTED  
 SV1732* NAVD 88     -       780.8    (meters)    2562.     (feet)  VERTCON   
 SV1732  ___________________________________________________________________
 SV1732  X           -  -1,962,060.971 (meters)                     COMP
 SV1732  Y           -  -3,850,188.544 (meters)                     COMP
 SV1732  Z           -   4,676,468.701 (meters)                     COMP
 SV1732  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 SV1732  ELLIP HEIGHT-         763.01  (meters)          (05/11/01) GPS OBS
 SV1732  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 SV1732
 SV1732  HORZ ORDER  -  FIRST
 SV1732  ELLP ORDER  -  FIFTH     CLASS II
 SV1732
 SV1732.The horizontal coordinates were established by GPS observations
 SV1732.and adjusted by the National Geodetic Survey in May 2001..
 SV1732.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1732.DATUM ITEM on the data sheet items page.
 SV1732
 SV1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1732
 SV1732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1732
 SV1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1732
 SV1732.The ellipsoidal height was determined by GPS observations
 SV1732.and is referenced to NAD 83.
 SV1732
 SV1732.The geoid height was determined by GEOID03.
 SV1732
 SV1732;                    North         East     Units Scale Factor Converg.
 SV1732;SPC ID W     -   643,627.027   705,481.974   MT  1.00004308   -0 55 24.6
 SV1732;SPC WA N     -    57,463.320   788,702.384   MT  1.00000926   +2 51 05.1
 SV1732;SPC WA N     -   188,527.58  2,587,601.07   sFT  1.00000926   +2 51 05.1
 SV1732;UTM  11      - 5,255,418.686   499,740.031   MT  0.99960000   -0 00 09.1
 SV1732
 SV1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1732!SPC ID W     -   0.99988042  x   1.00004308  =   0.99992349
 SV1732!SPC WA N     -   0.99988042  x   1.00000926  =   0.99988968
 SV1732!UTM  11      -   0.99988042  x   0.99960000  =   0.99948047
 SV1732
 SV1732                          SUPERSEDED SURVEY CONTROL
 SV1732
 SV1732  NAD 83(1992)-  47 27 07.95869(N)    117 00 12.41684(W) AD(       ) 1
 SV1732  ELLIP H (07/28/92)  763.39   (m)                       GP(       ) 5 1
 SV1732  NAD 83(1991)-  47 27 07.95888(N)    117 00 12.41229(W) AD(       ) 1
 SV1732  ELLIP H (12/09/91)  763.06   (m)                       GP(       ) 4 1
 SV1732  NAD 83(1986)-  47 27 07.96442(N)    117 00 12.40784(W) AD(       ) 1
 SV1732  NGVD 29 (03/07/91)  779.6    (m)         2558.     (f) GPS OBS        
 SV1732
 SV1732.Superseded values are not recommended for survey control.
 SV1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1732.See file dsdata.txt to determine how the superseded data were derived.
 SV1732
 SV1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN9974055419(NAD 83)
 SV1732_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1732_SP_SET: CONCRETE POST
 SV1732_STAMPING: CL 3 1989
 SV1732_MARK LOGO: NGS   
 SV1732_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1732+STABILITY: SURFACE MOTION
 SV1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1732+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 SV1732
 SV1732  HISTORY     - Date     Condition        Report By
 SV1732  HISTORY     - 1989     MONUMENTED       NGS
 SV1732  HISTORY     - 19900802 GOOD
 SV1732
 SV1732                          STATION DESCRIPTION
 SV1732
 SV1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1732'THE STATION IS LOCATED ABOUT 32.0 KM (19.9 MI) SOUTHWEST FROM COEUR
 SV1732'D ALENE, 10.0 KM (6.2 MI) NORTHWEST FROM WORLEY ON THE COEUR D ALENE
 SV1732'INDIAN RESERVATION, SET BETWEEN TWO 4 X 4 INCH WOODEN POSTS.
 SV1732'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND U.S.
 SV1732'INTERSTATE HIGHWAY 90 IN COEUR D ALENE, GO SOUTHWESTERLY ON U.S.
 SV1732'HIGHWAY 95 FOR 34.9 KM (21.7 MI) TO A RAILROAD OVERPASS.  CONTINUE
 SV1732'SOUTHWESTERLY ON U.S. HIGHWAY 95 FOR 0.5 KM (0.3 MI) TO THE SOUTHEAST
 SV1732'END OF A CURVE AND A 20-INCH DIAMETER BULL PINE TREE AND THE MARK ON
 SV1732'THE RIGHT.
 SV1732'THE MARK IS SET 7.0 M (23.0 FT) WEST FROM THE CENTERLINE OF THE
 SV1732'HIGHWAY, 10.2 M (33.5 FT) SOUTHEAST FROM THE TREE, 1.0 M (3.3 FT)
 SV1732'NORTH FROM A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 SV1732'HIGHWAY AND FLUSH WITH THE GROUND SURFACE.
 SV1732'NOTE--THE UNDERGROUND MARK WAS SET AT A DEPTH OF 1.2 M (3.9 FT) .  NO
 SV1732'REFERENCE MARKS WERE SET.
 SV1732'NOTE--THE STATION IS HEAVILY OBSTRUCTED UP TO 50 DEGREES BY TREES IN
 SV1732'THE NORTHWEST QUADRANT.
 SV1732
 SV1732                          STATION RECOVERY (1990)
 SV1732
 SV1732'RECOVERED 1990
 SV1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1733 ***********************************************************************
 SV1733  DESIGNATION -  CL 4
 SV1733  PID         -  SV1733
 SV1733  STATE/COUNTY-  ID/KOOTENAI
 SV1733  USGS QUAD   -  WORLEY (1981)
 SV1733
 SV1733                         *CURRENT SURVEY CONTROL
 SV1733  ___________________________________________________________________
 SV1733* NAD 83(1999)-  47 26 44.71559(N)    116 58 49.55028(W)     ADJUSTED  
 SV1733* NAVD 88     -       816.6    (meters)    2679.     (feet)  VERTCON   
 SV1733  ___________________________________________________________________
 SV1733  X           -  -1,960,764.981 (meters)                     COMP
 SV1733  Y           -  -3,851,469.402 (meters)                     COMP
 SV1733  Z           -   4,676,009.595 (meters)                     COMP
 SV1733  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 SV1733  ELLIP HEIGHT-         798.85  (meters)          (05/11/01) GPS OBS
 SV1733  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 SV1733
 SV1733  HORZ ORDER  -  FIRST
 SV1733  ELLP ORDER  -  FIFTH     CLASS II
 SV1733
 SV1733.The horizontal coordinates were established by GPS observations
 SV1733.and adjusted by the National Geodetic Survey in May 2001..
 SV1733.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1733.DATUM ITEM on the data sheet items page.
 SV1733
 SV1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1733
 SV1733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1733
 SV1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1733
 SV1733.The ellipsoidal height was determined by GPS observations
 SV1733.and is referenced to NAD 83.
 SV1733
 SV1733.The geoid height was determined by GEOID03.
 SV1733
 SV1733;                    North         East     Units Scale Factor Converg.
 SV1733;SPC ID W     -   642,881.509   707,206.304   MT  1.00003912   -0 54 23.2
 SV1733;SPC WA N     -    56,832.965   790,472.000   MT  1.00001056   +2 52 06.8
 SV1733;SPC WA N     -   186,459.49  2,593,406.89   sFT  1.00001056   +2 52 06.8
 SV1733;UTM  11      - 5,254,701.294   501,475.354   MT  0.99960003   +0 00 51.9
 SV1733
 SV1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1733!SPC ID W     -   0.99987480  x   1.00003912  =   0.99991392
 SV1733!SPC WA N     -   0.99987480  x   1.00001056  =   0.99988536
 SV1733!UTM  11      -   0.99987480  x   0.99960003  =   0.99947488
 SV1733
 SV1733                          SUPERSEDED SURVEY CONTROL
 SV1733
 SV1733  NAD 83(1992)-  47 26 44.71453(N)    116 58 49.55181(W) AD(       ) 1
 SV1733  ELLIP H (07/28/92)  799.25   (m)                       GP(       ) 5 1
 SV1733  NAD 83(1991)-  47 26 44.71442(N)    116 58 49.54719(W) AD(       ) 1
 SV1733  ELLIP H (12/09/91)  798.91   (m)                       GP(       ) 4 1
 SV1733  NAD 83(1986)-  47 26 44.72047(N)    116 58 49.54284(W) AD(       ) 1
 SV1733  NGVD 29 (03/07/91)  815.5    (m)         2676.     (f) GPS OBS        
 SV1733
 SV1733.Superseded values are not recommended for survey control.
 SV1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1733.See file dsdata.txt to determine how the superseded data were derived.
 SV1733
 SV1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0147554701(NAD 83)
 SV1733_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1733_SP_SET: CONCRETE POST
 SV1733_STAMPING: CL 4 1989
 SV1733_MARK LOGO: NGS   
 SV1733_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1733+STABILITY: SURFACE MOTION
 SV1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1733+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1990
 SV1733
 SV1733  HISTORY     - Date     Condition        Report By
 SV1733  HISTORY     - 1989     MONUMENTED       NGS
 SV1733  HISTORY     - 19900803 GOOD
 SV1733
 SV1733                          STATION DESCRIPTION
 SV1733
 SV1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1733'THE STATION IS LOCATED ABOUT 33.0 KM (20.5 MI) SOUTHWEST FROM COEUR
 SV1733'D ALENE, 7.0 KM (4.3 MI) NORTHWEST FROM WORLEY, 1.5 KM (0.9 MI) EAST
 SV1733'OF U.S. HIGHWAY 95 ON THE COEUR D ALENE INDIAN RESERVATION, SET
 SV1733'BETWEEN TWO 4 X 4 WOODEN POSTS.
 SV1733'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND U.S.
 SV1733'INTERSTATE HIGHWAY 90 IN COEUR D ALENE, GO SOUTHWESTERLY ON U.S.
 SV1733'HIGHWAY 95 FOR 34.7 KM (21.6 MI) TO A FORK, JUST BEFORE REACHING A
 SV1733'RAILROAD OVERPASS.  TAKE THE LEFT FORK AND FOLLOW A GRAVEL ROAD
 SV1733'EASTERLY FOR 2.62 KM (1.63 MI) TO THE MARK ON THE RIGHT ON THE
 SV1733'OUTSIDE OF A CURVE.
 SV1733'THE MARK IS SET 7.6 M (24.9 FT) SOUTHWEST FROM THE CENTER OF THE ROAD,
 SV1733'20.0 M (65.6 FT) EAST FROM A POWER POLE WITH 4 GUY WIRES, 0.9 M
 SV1733'(3.0 FT) WEST FROM A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 SV1733'THE ROAD AND FLUSH WITH THE GROUND SURFACE..
 SV1733'NOTE--THE UNDERGROUND MARK WAS SET AT A DEPTH OF 1.1 M (3.6 FT) .  NO
 SV1733'REFERENCE MARKS WERE SET.
 SV1733
 SV1733                          STATION RECOVERY (1990)
 SV1733
 SV1733'RECOVERED 1990
 SV1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1665 ***********************************************************************
 SV1665  DESIGNATION -  CL 5
 SV1665  PID         -  SV1665
 SV1665  STATE/COUNTY-  ID/KOOTENAI
 SV1665  USGS QUAD   -  WORLEY (1981)
 SV1665
 SV1665                         *CURRENT SURVEY CONTROL
 SV1665  ___________________________________________________________________
 SV1665* NAD 83(1999)-  47 24 51.01033(N)    116 56 46.15183(W)     ADJUSTED  
 SV1665* NAVD 88     -       794.706  (meters)    2607.30   (feet)  ADJUSTED  
 SV1665  ___________________________________________________________________
 SV1665  X           -  -1,959,625.812 (meters)                     COMP
 SV1665  Y           -  -3,854,934.166 (meters)                     COMP
 SV1665  Z           -   4,673,617.633 (meters)                     COMP
 SV1665  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 SV1665  ELLIP HEIGHT-         776.96  (meters)          (05/11/01) GPS OBS
 SV1665  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 SV1665  DYNAMIC HT  -         794.708 (meters)    2607.30  (feet)  COMP
 SV1665  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 SV1665
 SV1665  HORZ ORDER  -  FIRST
 SV1665  VERT ORDER  -  FIRST     CLASS II
 SV1665  ELLP ORDER  -  FIFTH     CLASS II
 SV1665
 SV1665.The horizontal coordinates were established by GPS observations
 SV1665.and adjusted by the National Geodetic Survey in May 2001..
 SV1665.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1665.DATUM ITEM on the data sheet items page.
 SV1665
 SV1665.The orthometric height was determined by differential leveling
 SV1665.and adjusted by the National Geodetic Survey in June 1991..
 SV1665
 SV1665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1665
 SV1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1665
 SV1665.The ellipsoidal height was determined by GPS observations
 SV1665.and is referenced to NAD 83.
 SV1665
 SV1665.The geoid height was determined by GEOID03.
 SV1665
 SV1665.The dynamic height is computed by dividing the NAVD 88
 SV1665.geopotential number by the normal gravity value computed on the
 SV1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1665.degrees latitude (g = 980.6199 gals.).
 SV1665
 SV1665.The modeled gravity was interpolated from observed gravity values.
 SV1665
 SV1665;                    North         East     Units Scale Factor Converg.
 SV1665;SPC ID W     -   639,329.904   709,737.326   MT  1.00003342   -0 52 50.7
 SV1665;UTM  11      - 5,251,192.346   504,061.986   MT  0.99960020   +0 02 22.7
 SV1665
 SV1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1665!SPC ID W     -   0.99987823  x   1.00003342  =   0.99991165
 SV1665!UTM  11      -   0.99987823  x   0.99960020  =   0.99947848
 SV1665
 SV1665                          SUPERSEDED SURVEY CONTROL
 SV1665
 SV1665  NAD 83(1992)-  47 24 51.00994(N)    116 56 46.15235(W) AD(       ) 1
 SV1665  ELLIP H (07/28/92)  777.20   (m)                       GP(       ) 5 1
 SV1665  NAD 83(1991)-  47 24 51.01015(N)    116 56 46.15121(W) AD(       ) 1
 SV1665  ELLIP H (12/09/91)  777.20   (m)                       GP(       ) 4 1
 SV1665  NAD 83(1986)-  47 24 51.01705(N)    116 56 46.14557(W) AD(       ) 1
 SV1665  NGVD 29 (03/07/91)  793.54   (m)         2603.5    (f) LEVELING    3  
 SV1665
 SV1665.Superseded values are not recommended for survey control.
 SV1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1665.See file dsdata.txt to determine how the superseded data were derived.
 SV1665
 SV1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0406251192(NAD 83)
 SV1665_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1665_SP_SET: CONCRETE POST
 SV1665_STAMPING: CL 5 1989
 SV1665_MARK LOGO: NGS   
 SV1665_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1665+STABILITY: SURFACE MOTION
 SV1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1665+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 SV1665
 SV1665  HISTORY     - Date     Condition        Report By
 SV1665  HISTORY     - 1989     MONUMENTED       NGS
 SV1665  HISTORY     - 19900802 GOOD             NGS
 SV1665
 SV1665                          STATION DESCRIPTION
 SV1665
 SV1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1665'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1665'HIGHWAY 95, 0.44 KM (0.25 MI) SOUTHEAST FROM MILEPOST 404, AT A
 SV1665'GRAVEL TURN-OUT, ABOUT 3.0 KM (1.85 MI) NORTHWEST OF WORLEY AND SET
 SV1665'BETWEEN TWO 4 BY 4 INCH WOODEN POSTS.  REACHED FROM THE POST OFFICE
 SV1665'IN WORLEY, GO NORTHWEST ON U.S. HIGHWAY 95 FOR 2.81 KM (1.75 MI) TO
 SV1665'A GRAVEL TURN-OUT AND THE MARK ON THE RIGHT.  IT IS 15.3 M (50.2 FT)
 SV1665'NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 8.5 M (27.9 FT)
 SV1665'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 27.10 M (88.9 FT)
 SV1665'SOUTH FROM A SIDE TRACK SWITCH 30 102 AND 0.9 M (3.0 FT) EAST FROM A
 SV1665'WITNESS POST.  MARK IS ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH
 SV1665'THE GROUND SURFACE.  NOTE--NO REFERENCE MARKS WERE SET AND THE
 SV1665'UNDERGROUND MARK WAS SET AT A DEPTH OF 1.2 M (3.9 FT).
 SV1665
 SV1665                          STATION RECOVERY (1990)
 SV1665
 SV1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SV1665'THE STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) NORTHWEST OF WORLEY, 0.44
 SV1665'KM (0.27 MI) SOUTHEAST FROM U.S. HIGHWAY 95 MILEPOST 404 ON THE COEUR
 SV1665'D ALENE INDIAN RESERVATION, SET BETWEEN TWO 4 BY 4 INCH WOODEN POSTS.
 SV1665'TO REACH THE STATION FROM THE POST OFFICE IN WORLEY, GO NORTHWEST ON
 SV1665'U.S. HIGHWAY 95 FOR 2.81 KM (1.75 MI) TO A GRAVEL TURN-OUT AND THE
 SV1665'MARK ON THE RIGHT.
 SV1665'THE MARK IS SET 15.3 M (50.2 FT) NORTHEAST FROM THE CENTERLINE OF THE
 SV1665'HIGHWAY, 8.5 M (27.9 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 SV1665'RAILROAD TRACK, 27.10 M (88.91 FT) SOUTH FROM SIDE TRACK SWITCH
 SV1665'NUMBER 30 102, 0.9 M (3.0 FT) EAST FROM A WITNESS POST, LEVEL WITH
 SV1665'THE HIGHWAY AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1662 ***********************************************************************
 SV1662  CBN         -  This is a Cooperative Base Network Control Station.
 SV1662  DESIGNATION -  CL 6
 SV1662  PID         -  SV1662
 SV1662  STATE/COUNTY-  ID/KOOTENAI
 SV1662  USGS QUAD   -  WORLEY (1981)
 SV1662
 SV1662                         *CURRENT SURVEY CONTROL
 SV1662  ___________________________________________________________________
 SV1662* NAD 83(1999)-  47 24 40.84189(N)    116 54 59.86122(W)     ADJUSTED  
 SV1662* NAVD 88     -       822.686  (meters)    2699.10   (feet)  ADJUSTED  
 SV1662  ___________________________________________________________________
 SV1662  X           -  -1,957,752.329 (meters)                     COMP
 SV1662  Y           -  -3,856,166.574 (meters)                     COMP
 SV1662  Z           -   4,673,425.742 (meters)                     COMP
 SV1662  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 SV1662  ELLIP HEIGHT-         805.00  (meters)          (09/01/00) GPS OBS
 SV1662  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 SV1662  DYNAMIC HT  -         822.690 (meters)    2699.11  (feet)  COMP
 SV1662  MODELED GRAV-     980,590.5   (mgal)                       NAVD 88
 SV1662
 SV1662  HORZ ORDER  -  A
 SV1662  VERT ORDER  -  FIRST     CLASS II
 SV1662  ELLP ORDER  -  THIRD     CLASS I
 SV1662
 SV1662.The horizontal coordinates were established by GPS observations
 SV1662.and adjusted by the National Geodetic Survey in September 2000..
 SV1662.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1662.DATUM ITEM on the data sheet items page.
 SV1662
 SV1662.The orthometric height was determined by differential leveling
 SV1662.and adjusted by the National Geodetic Survey in June 1991..
 SV1662
 SV1662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1662
 SV1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1662
 SV1662.The ellipsoidal height was determined by GPS observations
 SV1662.and is referenced to NAD 83.
 SV1662
 SV1662.The geoid height was determined by GEOID03.
 SV1662
 SV1662.The dynamic height is computed by dividing the NAVD 88
 SV1662.geopotential number by the normal gravity value computed on the
 SV1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1662.degrees latitude (g = 980.6199 gals.).
 SV1662
 SV1662.The modeled gravity was interpolated from observed gravity values.
 SV1662
 SV1662;                    North         East     Units Scale Factor Converg.
 SV1662;SPC ID W     -   638,982.071   711,960.585   MT  1.00002855   -0 51 32.3
 SV1662;UTM  11      - 5,250,880.403   506,289.585   MT  0.99960049   +0 03 41.0
 SV1662
 SV1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1662!SPC ID W     -   0.99987384  x   1.00002855  =   0.99990238
 SV1662!UTM  11      -   0.99987384  x   0.99960049  =   0.99947438
 SV1662
 SV1662                          SUPERSEDED SURVEY CONTROL
 SV1662
 SV1662  NAD 83(1992)-  47 24 40.84105(N)    116 54 59.86153(W) AD(       ) 1
 SV1662  ELLIP H (07/28/92)  805.26   (m)                       GP(       ) 5 1
 SV1662  NAD 83(1991)-  47 24 40.84130(N)    116 54 59.86022(W) AD(       ) 1
 SV1662  ELLIP H (12/09/91)  805.24   (m)                       GP(       ) 4 1
 SV1662  NAD 83(1986)-  47 24 40.84808(N)    116 54 59.85461(W) AD(       ) 1
 SV1662  NAVD 88 (09/01/00)  822.69   (m)         2699.1    (f) LEVELING    3  
 SV1662  NGVD 29 (03/07/91)  821.52   (m)         2695.3    (f) LEVELING    3  
 SV1662
 SV1662.Superseded values are not recommended for survey control.
 SV1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1662.See file dsdata.txt to determine how the superseded data were derived.
 SV1662
 SV1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0629050880(NAD 83)
 SV1662_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1662_SP_SET: CONCRETE POST
 SV1662_STAMPING: CL 6 1989
 SV1662_MARK LOGO: NGS   
 SV1662_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1662+STABILITY: SURFACE MOTION
 SV1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1662+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 SV1662
 SV1662  HISTORY     - Date     Condition        Report By
 SV1662  HISTORY     - 1989     MONUMENTED       NGS
 SV1662  HISTORY     - 19900802 GOOD             NGS
 SV1662  HISTORY     - 19990610 GOOD             MECKEL
 SV1662  HISTORY     - 20011022 GOOD             JCLS
 SV1662  HISTORY     - 20041113 GOOD             DJC
 SV1662
 SV1662                          STATION DESCRIPTION
 SV1662
 SV1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1662'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION, ABOUT 1.0 KM
 SV1662'(0.60 MI) NORTH OF WORLEY ALONG CAVE BAY ROAD.  SET BETWEEN TWO 4 BY
 SV1662'4 INCH WOODEN POSTS.  REACHED FROM THE JUNCTION OF FIRST STREET, CAVE
 SV1662'BAY ROAD AND U.S. HIGHWAY 95 IN THE TOWN OF WORLEY, GO NORTH ON CAVE
 SV1662'BAY ROAD FOR 1.17 KM (0.75 MI) PASSING UNDER THE RAILROAD TO THE TOP
 SV1662'OF THE FIRST RISE AND THE MARK ON THE RIGHT IN A DIRT CUT BANK.  IT
 SV1662'IS 9.8 M (32.2 FT) EAST FROM THE CENTER OF CAVE BAY ROAD, 27.5 M
 SV1662'(90.2 FT) EAST AND ACROSS THE ROAD FROM A POWER POLE AND 0.9 M (3.0
 SV1662'FT) SOUTH FROM A WITNESS POST.  MARK IS 0.3 M (1.0 FT) ABOVE THE ROAD
 SV1662'AND FLUSH WITH THE GROUND SURFACE.  NOTE--NO REFERENCE MARKS WERE SET
 SV1662'AND THE UNDERGROUND MARK WAS SET AT A DEPTH OF 1.2 M (3.9 FT).
 SV1662
 SV1662                          STATION RECOVERY (1990)
 SV1662
 SV1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SV1662'THE STATION IS LOCATED ABOUT 1.0 KM (0.6 MI) NORTH OF WORLEY ALONG
 SV1662'CAVE BAY ROAD ON THE COEUR D ALENE INDIAN RESERVATION, SET BETWEEN
 SV1662'TWO 4 BY 4 INCH WOODEN POSTS.
 SV1662'TO REACH THE STATION FROM THE JUNCTION OF FIRST STREET, CAVE BAY ROAD
 SV1662'AND U.S. HIGHWAY 95 IN WORLEY, GO NORTH ON CAVE BAY ROAD FOR 1.17 KM
 SV1662'(0.73 MI) , PASSING UNDER THE RAILROAD, TO THE TOP OF THE FIRST RISE
 SV1662'AND THE MARK ON THE RIGHT IN A DIRT CUT BANK.
 SV1662'THE MARK IS SET 9.8 M (32.2 FT) EAST FROM THE CENTER OF CAVE BAY ROAD,
 SV1662'27.5 M (90.2 FT) EAST AND ACROSS THE ROAD FROM A POWER POLE, 0.9 M
 SV1662'(3.0 FT) SOUTH FROM A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 SV1662'THE ROAD AND FLUSH WITH THE GROUND SURFACE.
 SV1662
 SV1662                          STATION RECOVERY (1999)
 SV1662
 SV1662'RECOVERY NOTE BY MECKEL ENGINEERING 1999 (SMR)
 SV1662'THIS MARK WAS RECOVERED AS DESCRIBED EXCEPT THE WOODEN POSTS DESCRIBED
 SV1662'IN 1989 HAVE BEEN REPLACED BY 2 STEEL DELINEATOR POSTS.  LOCATED 0.79
 SV1662'M (2.59 FT) SOUTH OF A DELINEATOR POST AND 0.94 M (3.08 FT) NORTH OF A
 SV1662'DELINEATOR POST.
 SV1662
 SV1662                          STATION RECOVERY (2001)
 SV1662
 SV1662'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 SV1662'RECOVERED IN GOOD CONDITION.
 SV1662
 SV1662                          STATION RECOVERY (2004)
 SV1662
 SV1662'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 SV1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1650 ***********************************************************************
 SV1650  DESIGNATION -  CL 7
 SV1650  PID         -  SV1650
 SV1650  STATE/COUNTY-  ID/BENEWAH
 SV1650  USGS QUAD   -  PLUMMER (1981)
 SV1650
 SV1650                         *CURRENT SURVEY CONTROL
 SV1650  ___________________________________________________________________
 SV1650* NAD 83(1999)-  47 19 56.32119(N)    116 53 16.87229(W)     ADJUSTED  
 SV1650* NAVD 88     -       824.356  (meters)    2704.57   (feet)  ADJUSTED  
 SV1650  ___________________________________________________________________
 SV1650  X           -  -1,958,751.336 (meters)                     COMP
 SV1650  Y           -  -3,862,911.401 (meters)                     COMP
 SV1650  Z           -   4,667,475.423 (meters)                     COMP
 SV1650  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 SV1650  ELLIP HEIGHT-         806.61  (meters)          (05/11/01) GPS OBS
 SV1650  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 SV1650  DYNAMIC HT  -         824.341 (meters)    2704.53  (feet)  COMP
 SV1650  MODELED GRAV-     980,567.3   (mgal)                       NAVD 88
 SV1650
 SV1650  HORZ ORDER  -  FIRST
 SV1650  VERT ORDER  -  FIRST     CLASS II
 SV1650  ELLP ORDER  -  FIFTH     CLASS II
 SV1650
 SV1650.The horizontal coordinates were established by GPS observations
 SV1650.and adjusted by the National Geodetic Survey in May 2001..
 SV1650.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1650.DATUM ITEM on the data sheet items page.
 SV1650
 SV1650.The orthometric height was determined by differential leveling
 SV1650.and adjusted by the National Geodetic Survey in June 1991..
 SV1650
 SV1650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1650
 SV1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1650
 SV1650.The ellipsoidal height was determined by GPS observations
 SV1650.and is referenced to NAD 83.
 SV1650
 SV1650.The geoid height was determined by GEOID03.
 SV1650
 SV1650.The dynamic height is computed by dividing the NAVD 88
 SV1650.geopotential number by the normal gravity value computed on the
 SV1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1650.degrees latitude (g = 980.6199 gals.).
 SV1650
 SV1650.The modeled gravity was interpolated from observed gravity values.
 SV1650
 SV1650;                    North         East     Units Scale Factor Converg.
 SV1650;SPC ID W     -   630,164.030   713,991.047   MT  1.00002421   -0 50 12.6
 SV1650;UTM  11      - 5,242,099.831   508,460.409   MT  0.99960088   +0 04 56.4
 SV1650
 SV1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1650!SPC ID W     -   0.99987358  x   1.00002421  =   0.99989779
 SV1650!UTM  11      -   0.99987358  x   0.99960088  =   0.99947452
 SV1650
 SV1650                          SUPERSEDED SURVEY CONTROL
 SV1650
 SV1650  NAD 83(1992)-  47 19 56.32124(N)    116 53 16.87310(W) AD(       ) 1
 SV1650  ELLIP H (07/28/92)  806.77   (m)                       GP(       ) 5 1
 SV1650  NAD 83(1991)-  47 19 56.32150(N)    116 53 16.87222(W) AD(       ) 1
 SV1650  ELLIP H (12/09/91)  806.76   (m)                       GP(       ) 4 1
 SV1650  NAD 83(1986)-  47 19 56.32819(N)    116 53 16.86642(W) AD(       ) 1
 SV1650  NGVD 29 (03/07/91)  823.18   (m)         2700.7    (f) LEVELING    3  
 SV1650
 SV1650.Superseded values are not recommended for survey control.
 SV1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1650.See file dsdata.txt to determine how the superseded data were derived.
 SV1650
 SV1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0846042100(NAD 83)
 SV1650_MARKER: I = METAL ROD
 SV1650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SV1650_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SV1650_STAMPING: CL 7 GPS 1989
 SV1650_MARK LOGO: NGS   
 SV1650_PROJECTION: FLUSH
 SV1650_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1650+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 SV1650_ROD/PIPE-DEPTH: 4.3  meters
 SV1650_SLEEVE-DEPTH  : 0.9 meters
 SV1650
 SV1650  HISTORY     - Date     Condition        Report By
 SV1650  HISTORY     - 1989     MONUMENTED       NGS
 SV1650  HISTORY     - 19900802 GOOD             NGS
 SV1650
 SV1650                          STATION DESCRIPTION
 SV1650
 SV1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1650'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION AND IN THE
 SV1650'TOWN OF PLUMMER, ALONG U.S.HIGHWAY 95 AND SET BETWEEN TWO 4 BY 4 INCH
 SV1650'WOODEN POSTS.  REACHED FROM THE JUNCTION OF STATE HIGHWAY 5 AND U.S.
 SV1650'HIGHWAY 95 IN PLUMMER, GO SOUTH ON U.S. HIGHWAY 95 FOR 0.33 KM (0.20
 SV1650'MI) TO THE MARK ON THE LEFT, JUST BEFORE REACHING THE TRACKS.  IT IS
 SV1650'21.8 M (71.5 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 0.8 M (2.6
 SV1650'FT) EAST OF A CURB, 9.2 M (30.2 FT) NORTH FROM THE NORTH RAIL, 13.2 M
 SV1650'(43.3 FT) NORTH FROM THE CENTER OF A 2 BY 2 FOOT GRATE DRAIN AND 0.8
 SV1650'M (2.6 FT) SOUTH FROM A WITNESS POST.  MARK IS 0.2 M (0.7 FT) ABOVE
 SV1650'THE HIGHWAY.  MARK IS A STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE
 SV1650'IN THE TOP.  NOTE--NO REFERENCE MARKS WERE SET.  NOTE--ACCESS TO
 SV1650'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SV1650
 SV1650                          STATION RECOVERY (1990)
 SV1650
 SV1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SV1650'THE STATION IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION IN THE
 SV1650'TOWN OF PLUMMER ALONG U.S.HIGHWAY 95, SET BETWEEN TWO 4 BY 4 INCH
 SV1650'WOODEN POSTS.
 SV1650'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5 AND U.S.
 SV1650'HIGHWAY 95 IN PLUMMER, GO SOUTH ON U.S. HIGHWAY 95 FOR 0.33 KM
 SV1650'(0.21 MI) TO THE MARK ON THE LEFT, JUST BEFORE A RAILROAD TRACK.
 SV1650'THE MARK IS SET 21.8 M (71.5 FT) EAST FROM THE CENTERLINE OF THE
 SV1650'HIGHWAY, 0.8 M (2.6 FT) EAST OF A CURB, 9.2 M (30.2 FT) NORTH FROM
 SV1650'THE NORTH RAIL, 13.2 M (43.3 FT) NORTH FROM THE CENTER OF A 2 BY 2
 SV1650'FOOT GRATE DRAIN, 0.8 M (2.6 FT) SOUTH FROM A WITNESS POST AND 0.2 M
 SV1650'(0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 SV1650'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1649 ***********************************************************************
 SV1649  DESIGNATION -  CL 8
 SV1649  PID         -  SV1649
 SV1649  STATE/COUNTY-  ID/BENEWAH
 SV1649  USGS QUAD   -  PLUMMER (1981)
 SV1649
 SV1649                         *CURRENT SURVEY CONTROL
 SV1649  ___________________________________________________________________
 SV1649* NAD 83(1999)-  47 19 15.57527(N)    116 53 29.33846(W)     ADJUSTED  
 SV1649* NAVD 88     -       832.806  (meters)    2732.30   (feet)  ADJUSTED  
 SV1649  ___________________________________________________________________
 SV1649  X           -  -1,959,405.894 (meters)                     COMP
 SV1649  Y           -  -3,863,623.344 (meters)                     COMP
 SV1649  Z           -   4,666,628.596 (meters)                     COMP
 SV1649  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 SV1649  ELLIP HEIGHT-         815.05  (meters)          (05/11/01) GPS OBS
 SV1649  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 SV1649  DYNAMIC HT  -         832.789 (meters)    2732.24  (feet)  COMP
 SV1649  MODELED GRAV-     980,565.6   (mgal)                       NAVD 88
 SV1649
 SV1649  HORZ ORDER  -  FIRST
 SV1649  VERT ORDER  -  FIRST     CLASS II
 SV1649  ELLP ORDER  -  FIFTH     CLASS II
 SV1649
 SV1649.The horizontal coordinates were established by GPS observations
 SV1649.and adjusted by the National Geodetic Survey in May 2001..
 SV1649.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1649.DATUM ITEM on the data sheet items page.
 SV1649
 SV1649.The orthometric height was determined by differential leveling
 SV1649.and adjusted by the National Geodetic Survey in June 1991..
 SV1649
 SV1649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1649
 SV1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1649
 SV1649.The ellipsoidal height was determined by GPS observations
 SV1649.and is referenced to NAD 83.
 SV1649
 SV1649.The geoid height was determined by GEOID03.
 SV1649
 SV1649.The dynamic height is computed by dividing the NAVD 88
 SV1649.geopotential number by the normal gravity value computed on the
 SV1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1649.degrees latitude (g = 980.6199 gals.).
 SV1649
 SV1649.The modeled gravity was interpolated from observed gravity values.
 SV1649
 SV1649;                    North         East     Units Scale Factor Converg.
 SV1649;SPC ID W     -   628,909.624   713,710.905   MT  1.00002481   -0 50 21.2
 SV1649;UTM  11      - 5,240,841.626   508,200.534   MT  0.99960083   +0 04 47.2
 SV1649
 SV1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1649!SPC ID W     -   0.99987226  x   1.00002481  =   0.99989707
 SV1649!UTM  11      -   0.99987226  x   0.99960083  =   0.99947314
 SV1649
 SV1649                          SUPERSEDED SURVEY CONTROL
 SV1649
 SV1649  NAD 83(1992)-  47 19 15.57535(N)    116 53 29.33927(W) AD(       ) 1
 SV1649  ELLIP H (07/28/92)  815.19   (m)                       GP(       ) 5 1
 SV1649  NAD 83(1991)-  47 19 15.57563(N)    116 53 29.33846(W) AD(       ) 1
 SV1649  ELLIP H (12/09/91)  815.16   (m)                       GP(       ) 4 1
 SV1649  NAD 83(1986)-  47 19 15.58221(N)    116 53 29.33271(W) AD(       ) 1
 SV1649  NGVD 29 (03/07/91)  831.63   (m)         2728.4    (f) LEVELING    3  
 SV1649
 SV1649.Superseded values are not recommended for survey control.
 SV1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1649.See file dsdata.txt to determine how the superseded data were derived.
 SV1649
 SV1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0820140842(NAD 83)
 SV1649_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1649_SP_SET: CONCRETE POST
 SV1649_STAMPING: CL 8 1989
 SV1649_MARK LOGO: NGS   
 SV1649_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1649+STABILITY: SURFACE MOTION
 SV1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1649+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 SV1649
 SV1649  HISTORY     - Date     Condition        Report By
 SV1649  HISTORY     - 1989     MONUMENTED       NGS
 SV1649  HISTORY     - 19900802 GOOD             NGS
 SV1649
 SV1649                          STATION DESCRIPTION
 SV1649
 SV1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1649'MARK IS LOCATED ON THE COUER D ALENE INDIAN RESERVATION ALONG U.S.
 SV1649'HIGHWAY 95, ABOUT 1.3 KM (0.80 MI) SOUTH FROM THE TOWN OF PLUMMER,
 SV1649'0.64 KM (0.40 MI) SOUTH OF MILEPOST 395 AND SET BETWEEN TWO 4 BY 4
 SV1649'INCH WOODEN POSTS.  REACHED FROM THE JUNCTION OF STATE HIGHWAY 5 AND
 SV1649'U.S. HIGHWAY 95 IN PLUMMER GO SOUTH ON U.S. HIGHWAY 95 FOR 1.61 KM
 SV1649'(1.00 MI) TO THE MARK ON THE RIGHT, JUST BEFORE REACHING A POWER LINE
 SV1649'CROSSING.  IT IS 8.7 M (28.5 FT) WEST FROM THE CENTERLINE OF THE
 SV1649'HIGHWAY, 28.6 M (93.8 FT) NORTHEAST FROM A POWER POLE WITH 2 GUY
 SV1649'WIRES AND 1.2 M (3.9 FT) SOUTH FROM A WITNESS POST.  MARK IS FLUSH
 SV1649'WITH THE GROUND SURFACE AND LEVEL WITH THE HIGHWAY.  UNDERGROUND MARK
 SV1649'WAS SET AT A DEPTH OF 1.2 M (3.9 FT) .  NOTE--NO REFERENCE MARKS WERE
 SV1649'SET.
 SV1649
 SV1649                          STATION RECOVERY (1990)
 SV1649
 SV1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SV1649'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTH OF PLUMMER, 0.64 KM
 SV1649'(0.40 MI) SOUTH OF U.S. HIGHWAY 95 MILEPOST 395 ON THE COUER D ALENE
 SV1649'INDIAN RESERVATION AND SET BETWEEN TWO 4 BY 4 INCH WOODEN POST.
 SV1649'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5 AND U.S.
 SV1649'HIGHWAY 95 IN PLUMMER, GO SOUTH ON U.S. HIGHWAY 95 FOR 1.61 KM
 SV1649'(1.00 MI) TO THE MARK ON THE RIGHT, JUST BEFORE REACHING A POWER LINE
 SV1649'CROSSING.
 SV1649'THE MARK IS SET 8.7 M (28.5 FT) WEST FROM THE CENTERLINE OF THE
 SV1649'HIGHWAY, 28.6 M (93.8 FT) NORTHEAST FROM A POWER POLE WITH 2 GUY
 SV1649'WIRES, 1.2 M (3.9 FT) SOUTH FROM A WITNESS POST, LEVEL WITH THE
 SV1649'HIGHWAY AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1639 ***********************************************************************
 SV1639  CBN         -  This is a Cooperative Base Network Control Station.
 SV1639  DESIGNATION -  CL 9
 SV1639  PID         -  SV1639
 SV1639  STATE/COUNTY-  ID/BENEWAH
 SV1639  USGS QUAD   -  PLUMMER (1981)
 SV1639
 SV1639                         *CURRENT SURVEY CONTROL
 SV1639  ___________________________________________________________________
 SV1639* NAD 83(1999)-  47 15 28.89732(N)    116 55 22.26015(W)     ADJUSTED  
 SV1639* NAVD 88     -       818.074  (meters)    2683.96   (feet)  ADJUSTED  
 SV1639  ___________________________________________________________________
 SV1639  X           -  -1,963,845.575 (meters)                     COMP
 SV1639  Y           -  -3,867,127.966 (meters)                     COMP
 SV1639  Z           -   4,661,868.793 (meters)                     COMP
 SV1639  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 SV1639  ELLIP HEIGHT-         800.21  (meters)          (04/16/01) GPS OBS
 SV1639  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 SV1639  DYNAMIC HT  -         818.052 (meters)    2683.89  (feet)  COMP
 SV1639  MODELED GRAV-     980,558.4   (mgal)                       NAVD 88
 SV1639
 SV1639  HORZ ORDER  -  B
 SV1639  VERT ORDER  -  FIRST     CLASS II
 SV1639  ELLP ORDER  -  FOURTH    CLASS II
 SV1639
 SV1639.The horizontal coordinates were established by GPS observations
 SV1639.and adjusted by the National Geodetic Survey in April 2001..
 SV1639.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1639.DATUM ITEM on the data sheet items page.
 SV1639
 SV1639.The orthometric height was determined by differential leveling
 SV1639.and adjusted by the National Geodetic Survey in June 1991..
 SV1639
 SV1639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1639
 SV1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1639
 SV1639.The ellipsoidal height was determined by GPS observations
 SV1639.and is referenced to NAD 83.
 SV1639
 SV1639.The geoid height was determined by GEOID03.
 SV1639
 SV1639.The dynamic height is computed by dividing the NAVD 88
 SV1639.geopotential number by the normal gravity value computed on the
 SV1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1639.degrees latitude (g = 980.6199 gals.).
 SV1639
 SV1639.The modeled gravity was interpolated from observed gravity values.
 SV1639
 SV1639;                    North         East     Units Scale Factor Converg.
 SV1639;SPC ID W     -   621,945.067   711,234.468   MT  1.00003013   -0 51 41.1
 SV1639;UTM  11      - 5,233,841.254   505,837.073   MT  0.99960042   +0 03 24.0
 SV1639
 SV1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1639!SPC ID W     -   0.99987459  x   1.00003013  =   0.99990471
 SV1639!UTM  11      -   0.99987459  x   0.99960042  =   0.99947506
 SV1639
 SV1639                          SUPERSEDED SURVEY CONTROL
 SV1639
 SV1639  NAD 83(1992)-  47 15 28.89545(N)    116 55 22.26077(W) AD(       ) B
 SV1639  ELLIP H (01/22/97)  800.29   (m)                       GP(       ) 4 1
 SV1639  NAD 83(1992)-  47 15 28.89764(N)    116 55 22.26114(W) AD(       ) 1
 SV1639  ELLIP H (07/28/92)  800.32   (m)                       GP(       ) 5 1
 SV1639  NAD 83(1991)-  47 15 28.89790(N)    116 55 22.26029(W) AD(       ) 1
 SV1639  ELLIP H (12/09/91)  800.31   (m)                       GP(       ) 4 1
 SV1639  NAD 83(1986)-  47 15 28.90451(N)    116 55 22.25458(W) AD(       ) 1
 SV1639  NAVD 88 (01/29/98)  818.08   (m)         2684.0    (f) LEVELING    3  
 SV1639  NAVD 88 (01/22/97)  818.08   (m)         2684.0    (f) LEVELING    3  
 SV1639  NGVD 29 (03/07/91)  816.90   (m)         2680.1    (f) LEVELING    3  
 SV1639
 SV1639.Superseded values are not recommended for survey control.
 SV1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1639.See file dsdata.txt to determine how the superseded data were derived.
 SV1639
 SV1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0583733841(NAD 83)
 SV1639_MARKER: I = METAL ROD
 SV1639_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SV1639_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SV1639_STAMPING: CL 9 GPS 1989
 SV1639_MARK LOGO: NGS   
 SV1639_PROJECTION: FLUSH
 SV1639_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1639+STABILITY: POSITION/ELEVATION WELL
 SV1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1639+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 SV1639_ROD/PIPE-DEPTH: 7.3  meters
 SV1639_SLEEVE-DEPTH  : 1.0 meters
 SV1639
 SV1639  HISTORY     - Date     Condition        Report By
 SV1639  HISTORY     - 1989     MONUMENTED       NGS
 SV1639  HISTORY     - 19900802 GOOD             NGS
 SV1639  HISTORY     - 19960808 GOOD             NGS
 SV1639  HISTORY     - 20011022 GOOD             JCLS
 SV1639  HISTORY     - 20041113 GOOD             DJC
 SV1639
 SV1639                          STATION DESCRIPTION
 SV1639
 SV1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1639'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1639'HIGHWAY 95, 3.4 KM (2.10 MI) NORTH FROM THE JUNCTION OF STATE HIGHWAY
 SV1639'60, 0.55 KM (0.35 MI) SOUTH OF MILEPOST 390 AND SET BETWEEN TWO 4 BY
 SV1639'4 INCH WOODEN POSTS.  REACHED FROM THE JUNCTION OF STATE HIGHWAY 5
 SV1639'AND U.S. HIGHWAY 95 IN PLUMMER, GO SOUTH ON U.S. HIGHWAY 95 FOR
 SV1639'9.54 KM (5.95 MI) TO THE MARK ON THE LEFT.  IT IS 14.3 M (46.9 FT)
 SV1639'EAST FROM THE CENTERLINE OF THE HIGHWAY, 51.0 M (167.3 FT) NORTH FROM
 SV1639'THE EXTENDED CENTERLINE OF A ROAD LEADING TO A REST AREA, 25.0 M
 SV1639'(82.0 FT) SOUTHWEST FROM POWER POLE NUMBER 97, 16.4 M (53.8 FT) WEST
 SV1639'OF THE RIGHT-OF-WAY FENCE AND 0.7 M (2.3 FT) WEST FROM A WITNESS
 SV1639'POST.  MARK IS LEVEL WITH THE HIGHWAY.  NO REFERENCE MARKS WERE SET.
 SV1639'MARK IS A STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE IN THE TOP
 SV1639'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SV1639
 SV1639                          STATION RECOVERY (1990)
 SV1639
 SV1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SV1639'THE STATION IS LOCATED ABOUT 10 KM (6.2 MI) SOUTH OF PLUMMER, 3.4 KM
 SV1639'(2.1 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 60 AND U.S. HIGHWAY
 SV1639'95, 0.55 KM (0.34 MI) SOUTH OF U.S. HIGHWAY 95 MILEPOST 390 ON THE
 SV1639'COEUR D ALENE INDIAN RESERVATION AND SET BETWEEN TWO 4 BY 4 INCH
 SV1639'WOODEN POSTS.
 SV1639'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5 AND U.S.
 SV1639'HIGHWAY 95 IN PLUMMER, GO SOUTH ON U.S. HIGHWAY 95 FOR 9.54 KM
 SV1639'(5.93 MI) TO THE MARK ON THE LEFT.
 SV1639'THE MARK IS SET 14.3 M (46.9 FT) EAST FROM THE CENTERLINE OF THE
 SV1639'HIGHWAY, 51.0 M (167.3 FT) NORTH FROM THE EXTENDED CENTERLINE OF A
 SV1639'ROAD LEADING TO A REST AREA, 25.0 M (82.0 FT) SOUTHWEST FROM POWER
 SV1639'POLE NUMBER 97, 16.4 M (53.8 FT) WEST OF THE RIGHT-OF-WAY FENCE, 0.7
 SV1639'M (2.3 FT) WEST FROM A WITNESS POST AND LEVEL WITH THE HIGHWAY.
 SV1639'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 SV1639
 SV1639                          STATION RECOVERY (1996)
 SV1639
 SV1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 SV1639'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN GPS-224 BY J.A.
 SV1639'SWALLOW.
 SV1639
 SV1639                          STATION RECOVERY (2001)
 SV1639
 SV1639'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 SV1639'RECOVERED IN GOOD CONDITION.
 SV1639
 SV1639                          STATION RECOVERY (2004)
 SV1639
 SV1639'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 SV1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1665 ***********************************************************************
 NU1665  DESIGNATION -  CLABBER
 NU1665  PID         -  NU1665
 NU1665  STATE/COUNTY-  ID/CASSIA
 NU1665  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU1665
 NU1665                         *CURRENT SURVEY CONTROL
 NU1665  ___________________________________________________________________
 NU1665* NAD 83(1992)-  42 36 02.74659(N)    113 17 01.14093(W)     ADJUSTED  
 NU1665* NAVD 88     -      1305.2    (meters)    4282.     (feet)  VERTCON   
 NU1665  ___________________________________________________________________
 NU1665  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 NU1665  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 NU1665
 NU1665  HORZ ORDER  -  SECOND
 NU1665
 NU1665.The horizontal coordinates were established by classical geodetic methods
 NU1665.and adjusted by the National Geodetic Survey in July 1992..
 NU1665
 NU1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1665
 NU1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1665
 NU1665.The geoid height was determined by GEOID03.
 NU1665
 NU1665;                    North         East     Units Scale Factor Converg.
 NU1665;SPC ID C     -   103,998.863   558,785.642   MT  0.99998987   +0 29 05.6
 NU1665;SPC ID E     -   104,354.937   108,336.943   MT  1.00005070   -0 45 22.0
 NU1665;UTM  12      - 4,719,009.574   312,658.623   MT  1.00003182   -1 32 46.4
 NU1665
 NU1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1665!SPC ID C     -   0.99979757  x   0.99998987  =   0.99978744
 NU1665!SPC ID E     -   0.99979757  x   1.00005070  =   0.99984826
 NU1665!UTM  12      -   0.99979757  x   1.00003182  =   0.99982938
 NU1665
 NU1665|---------------------------------------------------------------------|
 NU1665| PID    Reference Object                     Distance      Geod. Az  |
 NU1665|                                                           dddmmss.s |
 NU1665| CM5337 CLABBER RM 1                         10.865 METERS 15654     |
 NU1665| NU0860 CLABBER AZ MK RESET                 APPROX. 1.1 KM 2221418.5 |
 NU1665| CM5338 CLABBER RM 2                         10.233 METERS 25900     |
 NU1665| CM5336 CLABBER AZ MK                                      2720304.7 |
 NU1665| NU1687 MINIDOKA MUNICIPAL TANK             APPROX.23.8 KM 3151420.7 |
 NU1665| NU1685 MINIDOKA UPRR COAL LOADING CHUTE TI APPROX.24.2 KM 3151931.1 |
 NU1665| NU1686 MINIDOKA UP RR WATER TANK           APPROX.24.2 KM 3152631.1 |
 NU1665|---------------------------------------------------------------------|
 NU1665
 NU1665                          SUPERSEDED SURVEY CONTROL
 NU1665
 NU1665  NAD 83(1986)-  42 36 02.74451(N)    113 17 01.13475(W) AD(       ) 2
 NU1665  NAD 27      -  42 36 03.06600(N)    113 16 58.14000(W) AD(       ) 2
 NU1665  NGVD 29 (07/19/86) 1304.2    (m)         4279.     (f) VERT ANG       
 NU1665
 NU1665.Superseded values are not recommended for survey control.
 NU1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1665.See file dsdata.txt to determine how the superseded data were derived.
 NU1665
 NU1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN1265919010(NAD 83)
 NU1665_MARKER: DS = TRIANGULATION STATION DISK
 NU1665_SETTING: 80 = SET IN A BOULDER
 NU1665_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1665
 NU1665  HISTORY     - Date     Condition        Report By
 NU1665  HISTORY     - 1950     MONUMENTED       CGS
 NU1665  HISTORY     - 1959     GOOD             CGS
 NU1665  HISTORY     - 1968     GOOD             USGS
 NU1665  HISTORY     - 1970     GOOD             USGS
 NU1665
 NU1665                          STATION DESCRIPTION
 NU1665
 NU1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1665'THE STATION IS LOCATED ON A SMALL KNOLL IN THE OPEN PRAIRIE
 NU1665'ALONG THE SOUTH SIDE OF U.S. HIGHWAY 30N.  IT IS ABOUT 20
 NU1665'MILES AIRLINE EAST OF RUPERT, ABOUT 15 MILES AIRLINE SOUTHEAST
 NU1665'OF MINIDOKA, AND ABOUT 26 MILES AIRLINE SOUTHWEST OF AMERICAN
 NU1665'FALLS.
 NU1665'
 NU1665'THE STATION IS 90 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 NU1665'30N, AND 6-1/2 FEET WEST-NORTHWEST OF A WHITE WITNESS POST.
 NU1665'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT
 NU1665'IS 10 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  THE DISK IS
 NU1665'STAMPED--CLABBER 1950.
 NU1665'
 NU1665'REFERENCE MARK NUMBER ONE IS 31 FEET SOUTH OF THE WITNESS POST
 NU1665'AND ABOUT 1-1/2 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 NU1665'DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 NU1665'THE DISK IS STAMPED--CLABBER NO 1 1950.
 NU1665'
 NU1665'REFERENCE MARK NUMBER TWO IS 95 FEET SOUTH OF THE CENTER LINE
 NU1665'OF THE HIGHWAY AND ABOUT THE SAME ELEVATION AS THE STATION.
 NU1665'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT
 NU1665'PROJECTS 2 INCHES.  THE DISK IS STAMPED--CLABBER NO 2 1950.
 NU1665'
 NU1665'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTER LINE OF U.S.
 NU1665'HIGHWAY 30N AND 2 FEET EAST OF A 3-FOOT CAIRN.  IT IS A STANDARD
 NU1665'DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.
 NU1665'THE DISK IS STAMPED--CLABBER 1950.  TO REACH THE MARK FROM THE
 NU1665'STATION GO WEST ON U.S. HIGHWAY 30N FOR 0.5 MILE TO THE MARK ON
 NU1665'THE LEFT.
 NU1665'
 NU1665'TO REACH THE STATION FROM THE POST OFFICE IN RUPERT GO SOUTHEAST
 NU1665'FOR 0.2 MILE TO U.S. HIGHWAY 30N.  TURN LEFT AND FOLLOW U.S.
 NU1665'HIGHWAY 30N FOR 20.3 MILES TO THE STATION ON THE RIGHT.
 NU1665'
 NU1665'HEIGHT OF LIGHT ABOVE STATION MARK 2.61 METERS.
 NU1665
 NU1665                          STATION RECOVERY (1959)
 NU1665
 NU1665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1665'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 NU1665'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAS
 NU1665'BEEN DESTROYED AND A NEW ONE WAS ESTABLISHED.  THE STATION IS
 NU1665'7-1/2 FEET WEST-NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 NU1665'THE TO REACH IS ADEQUATE.
 NU1665'
 NU1665'THE AZIMUTH MARK, STAMPED CLABBER 1950 RESET 1959, IS A STANDARD
 NU1665'DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING 4 INCHES
 NU1665'AND IS ABOUT 75 YARDS NORTH OF THE NORTH TRAFFIC LANE OF
 NU1665'INTERSTATE HIGHWAY 15W.  TO REACH FROM THE STATION GO WEST ON
 NU1665'U.S. HIGHWAY 30N FOR 0.7 MILE TO HIGHWAY MILE POLE 246 AND A
 NU1665'SIDE ROAD LEFT.  TURN LEFT, SOUTH, ON DIRT ROAD AND GO 0.6
 NU1665'MILE TO A DIM TRACK ROAD ON THE LEFT, ABOUT 100 YARDS BEFORE
 NU1665'REACHING THE NORTH TRAFFIC LANE OF THE FREEWAY.  TURN LEFT,
 NU1665'EAST, ON DIM TRACKS AND GO 0.1 MILE TO THE SUMMIT OF A SLIGHT
 NU1665'RISE COVERED WITH SAGE BRUSH AND LAVA ROCK AND THE MARK.
 NU1665'THE MARK IS 3-1/2 FEET SOUTH OF A METAL WITNESS POST WITH
 NU1665'SIGN.
 NU1665
 NU1665                          STATION RECOVERY (1968)
 NU1665
 NU1665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (WAO)
 NU1665'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 NU1665'421131 STATION 1006, EXCEPT AS FOLLOWS--
 NU1665'
 NU1665'TO REACH FROM THE STORE AT RAFT RIVER INTERCHANGE, DRIVE
 NU1665'W. ON FRONTAGE RD. GOING THRU UNDERPASS TO OLD HIGHWAY FOR
 NU1665'2.4 MI. TO STATION ON LEFT.  STATION IS 90 FT. S. OF OLD U.S.
 NU1665'30N.
 NU1665'
 NU1665'ALL MARKS FOUND IN GOOD CONDITION.
 NU1665
 NU1665                          STATION RECOVERY (1970)
 NU1665
 NU1665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NU1665'ALL MARKS IN GOOD CONDITION.
 NU1665'
 NU1665'TO REACH DESCRIPTION BY USGS 1968--TO REACH FROM THE STORE AT
 NU1665'RAFT RIVER INTERCHANGE, DRIVE W. ON FRONTAGE RD. GOING THRU
 NU1665'UNDERPASS TO OLD HWY. FOR 2.4 MI TO STATION ON LEFT.  STATION
 NU1665'IS 90 FT S. OF OLD U.S. 30N.
 NU1665'
 NU1665'NOTE BY USGS 1970--1968 TO REACH IS ADEQUATE.
 NU1665'
 NU1665'INSTRUMENT STAND 4.8 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0860 ***********************************************************************
 NU0860  DESIGNATION -  CLABBER AZ MK RESET
 NU0860  PID         -  NU0860
 NU0860  STATE/COUNTY-  ID/CASSIA
 NU0860  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0860
 NU0860                         *CURRENT SURVEY CONTROL
 NU0860  ___________________________________________________________________
 NU0860* NAD 83(1992)-  42 35 35.38517(N)    113 17 34.76281(W)     ADJUSTED  
 NU0860* NAVD 88     -      1305.166  (meters)    4282.03   (feet)  ADJUSTED  
 NU0860  ___________________________________________________________________
 NU0860  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 NU0860  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 NU0860  DYNAMIC HT  -        1304.408 (meters)    4279.55  (feet)  COMP
 NU0860  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 NU0860
 NU0860  HORZ ORDER  -  THIRD
 NU0860  VERT ORDER  -  FIRST     CLASS II
 NU0860
 NU0860.The horizontal coordinates were established by classical geodetic methods
 NU0860.and adjusted by the National Geodetic Survey in July 1992..
 NU0860
 NU0860.The orthometric height was determined by differential leveling
 NU0860.and adjusted by the National Geodetic Survey in June 1991..
 NU0860
 NU0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0860
 NU0860.The geoid height was determined by GEOID03.
 NU0860
 NU0860.The dynamic height is computed by dividing the NAVD 88
 NU0860.geopotential number by the normal gravity value computed on the
 NU0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0860.degrees latitude (g = 980.6199 gals.).
 NU0860
 NU0860.The modeled gravity was interpolated from observed gravity values.
 NU0860
 NU0860;                    North         East     Units Scale Factor Converg.
 NU0860;SPC ID C     -   103,148.168   558,026.272   MT  0.99998878   +0 28 42.6
 NU0860;SPC ID E     -   103,520.836   107,559.279   MT  1.00005247   -0 45 44.4
 NU0860;UTM  12      - 4,718,186.290   311,869.547   MT  1.00003547   -1 33 08.4
 NU0860
 NU0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0860!SPC ID C     -   0.99979758  x   0.99998878  =   0.99978636
 NU0860!SPC ID E     -   0.99979758  x   1.00005247  =   0.99985004
 NU0860!UTM  12      -   0.99979758  x   1.00003547  =   0.99983304
 NU0860
 NU0860                          SUPERSEDED SURVEY CONTROL
 NU0860
 NU0860  NAD 83(1986)-  42 35 35.38304(N)    113 17 34.75682(W) AD(       ) 3
 NU0860  NAD 27      -  42 35 35.70400(N)    113 17 31.76200(W) AD(       ) 3
 NU0860  NGVD 29 (??/??/92) 1304.183  (m)         4278.81   (f) ADJ UNCH    1 2
 NU0860
 NU0860.Superseded values are not recommended for survey control.
 NU0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0860.See file dsdata.txt to determine how the superseded data were derived.
 NU0860
 NU0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN1187018186(NAD 83)
 NU0860_MARKER: DZ = AZIMUTH MARK DISK
 NU0860_SETTING: 80 = SET IN A BOULDER
 NU0860_SP_SET: BOULDER
 NU0860_STAMPING: CLABBER 1950 RESET 1959
 NU0860_MARK LOGO: CGS   
 NU0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0860+STABILITY: SURFACE MOTION
 NU0860
 NU0860  HISTORY     - Date     Condition        Report By
 NU0860  HISTORY     - 1960     MONUMENTED       CGS
 NU0860  HISTORY     - 1960     GOOD             NGS
 NU0860  HISTORY     - 1983     GOOD             NGS
 NU0860
 NU0860                          STATION DESCRIPTION
 NU0860
 NU0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0860'TO REACH FROM STATION CLABBER 1950 GO WEST ON U.S. HIGHWAY
 NU0860'30N FOR 0.7 MILE TO HIGHWAY MILE POST 246 AND A SIDE ROAD
 NU0860'LEFT.  TURN LEFT, SOUTH, ON DIRT ROAD AND GO 0.6 MILE TO A DIM
 NU0860'TRACK ROAD ON THE LEFT, ABOUT 100 YARDS BEFORE REACHING THE
 NU0860'NORTH TRAFFIC LANE OF THE FREEWAY.  TURN LEFT, EAST, ON DIM
 NU0860'TRACKS AND GO 0.1 MILE TO THE SUMMIT OF A SLIGHT RISE COVERED
 NU0860'WITH SAGE BRUSH AND LAVA ROCK AND THE MARK.
 NU0860'
 NU0860'THE AZIMUTH MARK, STAMPED CLABBER 1950 RESET 1959, IS A STANDARD
 NU0860'DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING 4 INCHES,
 NU0860'ABOUT 75 YARDS NORTH OF THE NORTH TRAFFIC LANE OF THE FREEWAY AND
 NU0860'3-1/2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 NU0860
 NU0860                          STATION RECOVERY (1960)
 NU0860
 NU0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0860'2.95 MI W FROM RAFT RIVER.
 NU0860'2.95 MILES WEST ALONG INTERSTATE HIGHWAY 15 W FROM THE RAFT RIVER
 NU0860'STORE, 246 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 NU0860'LANE, 4.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN A
 NU0860'DRILL HOLE IN A BOULDER PROJECTING 3 INCHES.
 NU0860
 NU0860                          STATION RECOVERY (1983)
 NU0860
 NU0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0860'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0860'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0860'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0860'19.8 KM (12.35 MI) EAST ALONG INTERSTATE 86, IN TOP OF THE EAST END OF
 NU0860'A 2 BY 3 FOOT FLAT TOP BOULDER PROJECTING 3 INCHES ABOVE THE SURFACE
 NU0860'OF THE GROUND, 4.5 KM (2.8 MI) WEST OF THE CROSSING OF RAFT RIVER,
 NU0860'0.76 KM (0.45 MI) WEST OF MILEPOST 12, 75.0 METERS (246 FT) NORTH OF
 NU0860'THE WEST BOUND HIGHWAY CENTERLINE, 45.7 METERS (150 FT) NORTHEAST OF A
 NU0860'BRACED FENCE POST IN THE RIGHT OF WAY FENCE AND 44.0 METERS (144 FT)
 NU0860'NORTH OF THE RIGHT OF WAY FENCE.
 NU0860'THE MARK IS 1.3 METERS  SE FROM A WITNESS POST.
 NU0860'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0978 ***********************************************************************
 TO0978  DESIGNATION -  CLARK
 TO0978  PID         -  TO0978
 TO0978  STATE/COUNTY-  ID/BONNER
 TO0978  USGS QUAD   -  HOPE (1996)
 TO0978
 TO0978                         *CURRENT SURVEY CONTROL
 TO0978  ___________________________________________________________________
 TO0978* NAD 83(1992)-  48 08 46.69267(N)    116 15 32.12735(W)     ADJUSTED  
 TO0978* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 TO0978  ___________________________________________________________________
 TO0978  LAPLACE CORR-           7.36  (seconds)                    DEFLEC99
 TO0978  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TO0978
 TO0978  HORZ ORDER  -  SECOND
 TO0978
 TO0978.The horizontal coordinates were established by classical geodetic methods
 TO0978.and adjusted by the National Geodetic Survey in July 1992..
 TO0978
 TO0978.The orthometric height was scaled from a topographic map.
 TO0978
 TO0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0978
 TO0978.The geoid height was determined by GEOID03.
 TO0978
 TO0978;                    North         East     Units Scale Factor Converg.
 TO0978;SPC ID W     -   720,159.076   762,131.431   MT  0.99995095   -0 22 44.7
 TO0978;UTM  11      - 5,332,827.003   555,124.269   MT  0.99963734   +0 33 07.2
 TO0978
 TO0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0978!SPC ID W     -   0.99990311  x   0.99995095  =   0.99985406
 TO0978!UTM  11      -   0.99990311  x   0.99963734  =   0.99954048
 TO0978
 TO0978|---------------------------------------------------------------------|
 TO0978| PID    Reference Object                     Distance      Geod. Az  |
 TO0978|                                                           dddmmss.s |
 TO0978| CH7113 CLARK RM 1                            9.165 METERS 02414     |
 TO0978| CH7114 CLARK RM 2                            7.500 METERS 24822     |
 TO0978| TO0982 INDIAN                              APPROX. 8.3 KM 2580228.8 |
 TO0978|---------------------------------------------------------------------|
 TO0978
 TO0978                          SUPERSEDED SURVEY CONTROL
 TO0978
 TO0978  NAD 83(1986)-  48 08 46.70263(N)    116 15 32.11887(W) AD(       ) 2
 TO0978  NAD 27      -  48 08 46.98044(N)    116 15 28.49146(W) AD(       ) 2
 TO0978
 TO0978.Superseded values are not recommended for survey control.
 TO0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0978.See file dsdata.txt to determine how the superseded data were derived.
 TO0978
 TO0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5512432827(NAD 83)
 TO0978_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0978_SETTING: 66 = SET IN ROCK OUTCROP
 TO0978
 TO0978  HISTORY     - Date     Condition        Report By
 TO0978  HISTORY     - 1947     MONUMENTED       CGS
 TO0978
 TO0978                          STATION DESCRIPTION
 TO0978
 TO0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (OSR)
 TO0978'ABOUT 3.8 MILES AIRLINE WEST OF THE TOWN OF CLARK FORK, ABOUT
 TO0978'0.8 MILE SW OF POINT WHERE THE SOUTH FORK OF CLARK FORK RIVER
 TO0978'EMPTIES INTO PEND OREILLE LAKE.  STATION IS AT BASE OFHILL
 TO0978'AND 30 YARDS SW OF POINT.  MARK IS SET IN ROCK LEDGE AT
 TO0978'ABOUT HIGH WATER MARK.
 TO0978'
 TO0978'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, IN SHARP POINTED
 TO0978'ROCK AT BASE OF HILL, MARK IS ABOUT 3 FEET HIGHER THAN STATION.
 TO0978'
 TO0978'REFERENCE MARK NO. 2 IS WEST OF STATION, IN SLOPEING FLAT
 TO0978'BOULDER AND IS ABOUT 4 FEET BELOW THE HIGH WATER MARK.
 TO0978'
 TO0978'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0702 ***********************************************************************
 PZ0702  DESIGNATION -  CLARK
 PZ0702  PID         -  PZ0702
 PZ0702  STATE/COUNTY-  ID/CLARK
 PZ0702  USGS QUAD   -  EIGHTMILE CANYON (1969)
 PZ0702
 PZ0702                         *CURRENT SURVEY CONTROL
 PZ0702  ___________________________________________________________________
 PZ0702* NAD 83(1992)-  44 05 28.20507(N)    112 58 32.66138(W)     ADJUSTED  
 PZ0702* NAVD 88     -      2746.6    (meters)    9011.     (feet)  VERTCON   
 PZ0702  ___________________________________________________________________
 PZ0702  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 PZ0702  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 PZ0702
 PZ0702  HORZ ORDER  -  SECOND
 PZ0702
 PZ0702.The horizontal coordinates were established by classical geodetic methods
 PZ0702.and adjusted by the National Geodetic Survey in July 1992..
 PZ0702
 PZ0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0702
 PZ0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0702
 PZ0702.The geoid height was determined by GEOID03.
 PZ0702
 PZ0702;                    North         East     Units Scale Factor Converg.
 PZ0702;SPC ID E     -   269,642.938   135,210.154   MT  0.99999898   -0 33 46.7
 PZ0702;SPC ID C     -   269,834.784   582,021.983   MT  1.00003008   +0 42 45.8
 PZ0702;UTM  12      - 4,883,896.563   341,838.572   MT  0.99990766   -1 22 30.0
 PZ0702
 PZ0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0702!SPC ID E     -   0.99957119  x   0.99999898  =   0.99957017
 PZ0702!SPC ID C     -   0.99957119  x   1.00003008  =   0.99960126
 PZ0702!UTM  12      -   0.99957119  x   0.99990766  =   0.99947889
 PZ0702
 PZ0702:                Primary Azimuth Mark                     Grid Az
 PZ0702:SPC ID E     -  CLARK AZ MK                              013 15 53.3
 PZ0702:SPC ID C     -  CLARK AZ MK                              011 59 20.8
 PZ0702:UTM  12      -  CLARK AZ MK                              014 04 36.6
 PZ0702
 PZ0702|---------------------------------------------------------------------|
 PZ0702| PID    Reference Object                     Distance      Geod. Az  |
 PZ0702|                                                           dddmmss.s |
 PZ0702| CN4137 CLARK AZ MK                                        0124206.6 |
 PZ0702| CN4138 CLARK RM 1                           10.296 METERS 13644     |
 PZ0702| CN4139 CLARK RM 2                            9.991 METERS 31619     |
 PZ0702|---------------------------------------------------------------------|
 PZ0702
 PZ0702                          SUPERSEDED SURVEY CONTROL
 PZ0702
 PZ0702  NAD 83(1986)-  44 05 28.20065(N)    112 58 32.65454(W) AD(       ) 2
 PZ0702  NAD 27      -  44 05 28.53700(N)    112 58 29.63400(W) AD(       ) 2
 PZ0702  NGVD 29 (07/19/86) 2745.2    (m)         9007.     (f) VERT ANG       
 PZ0702
 PZ0702.Superseded values are not recommended for survey control.
 PZ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0702.See file dsdata.txt to determine how the superseded data were derived.
 PZ0702
 PZ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP4183983897(NAD 83)
 PZ0702_MARKER: DS = TRIANGULATION STATION DISK
 PZ0702_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0702
 PZ0702  HISTORY     - Date     Condition        Report By
 PZ0702  HISTORY     - 1950     MONUMENTED       CGS
 PZ0702  HISTORY     - 1956     GOOD             USGS
 PZ0702  HISTORY     - 1969     GOOD             USGS
 PZ0702
 PZ0702                          STATION DESCRIPTION
 PZ0702
 PZ0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0702'STATION IS LOCATED ON THE HIGHEST POINT OF A BARREN, GRASSY
 PZ0702'AND ROCKY TOPPED MOUNTAIN, KNOWN LOCALLY AS BALD MOUNTAIN.
 PZ0702'IT IS, AIRLINE, 29 MILES SOUTHEAST OF GILMORE, 5-1/2 MILES
 PZ0702'WEST SOUTHWEST OF BLUE DOME TAVERN ON STATE HIGHWAY 28 AND
 PZ0702'1 MILE EAST OF THE BUTTE-CLARK COUNTY LINE.
 PZ0702'
 PZ0702'STATION MARK, STAMPED CLARK 1950, IS A STANDARD BRONZE DISK
 PZ0702'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 PZ0702'WITH THE SURROUNDING ROCK.  IT IS 17 FEET WEST OF A WITNESS
 PZ0702'POST.
 PZ0702'
 PZ0702'REFERENCE MARK NUMBER 1, STAMPED CLARK NO 1 1950, IS A STANDARD
 PZ0702'BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 PZ0702'IS FLUSH WITH THE SURROUNDING ROCK.  IT IS 1-1/2 FEET LOWER
 PZ0702'IN ELEVATION THAN THE STATION.
 PZ0702'
 PZ0702'REFERENCE MARK NUMBER 2, STAMPED CLARK NO 2 1950, IS A STANDARD
 PZ0702'BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 PZ0702'IS FLUSH WITH THE SURROUNDING ROCK.  IT IS 6 FEET LOWER IN
 PZ0702'ELEVATION THAN THE STATION.
 PZ0702'
 PZ0702'AZIMUTH MARK, STAMPED CLARK 1950, IS A STANDARD BRONZE DISK
 PZ0702'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 PZ0702'WITH THE GROUND.  IT IS 2 FEET WEST OF A 2 FOOT CAIRN.  TO
 PZ0702'REACH FROM THE STATION, GO DOWN THE RIDGE NORTHEASTERLY AND
 PZ0702'THEN NORTHERLY FOR 1.0 MILE TO A 2 FOOT CAIRN ON A ROCKY
 PZ0702'OUTCROP AND THE AZIMUTH MARK.
 PZ0702'
 PZ0702'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 PZ0702'IN TERRETON, GO NORTHWEST ON STATE HIGHWAY 28 FOR 38.5 MILES
 PZ0702'TO THE BLUE DOME TAVERN.  CONTINUE STRAIGHT AHEAD FOR 0.6 MILE
 PZ0702'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AS PER SIGN PASS CREEK
 PZ0702'AND GO 3.0 MILES.  TURN LEFT UP A DIM ROAD INTO A HIDDEN DRAW
 PZ0702'AND FOLLOW FOR 0.8 MILE TO A LARGE DRAW.  CROSS DRAW AND
 PZ0702'CONTINUE STRAIGHT AHEAD, SOUTHERLY, FOR 0.9 MILE TO END OF ROAD.
 PZ0702'CROSS DRAW AND CONTINUE UP CREST OF RIDGE ON DIM TRACKS FOR
 PZ0702'2.4 MILES TO THE AZIMUTH MARK.  CONTINUE UP CREST OF RIDGE TO
 PZ0702'THE TOP OF THE MOUNTAIN, A DISTANCE OF 1.0 MILE, AND THE
 PZ0702'STATION.
 PZ0702'
 PZ0702'NOTE--THE MOUNTAIN IS VERY STEEP AND CAN BE MADE ONLY WITH A
 PZ0702'FOUR WHEEL DRIVE.
 PZ0702
 PZ0702                          STATION RECOVERY (1956)
 PZ0702
 PZ0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0702'FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 PZ0702'
 PZ0702'STATION MARK--A STANDARD BRONZE DISK STAMPED---CLARK 1950---, SET IN
 PZ0702'A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE SURROUNDING
 PZ0702'ROCK.
 PZ0702
 PZ0702                          STATION RECOVERY (1969)
 PZ0702
 PZ0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PZ0702'STATION MARK--A STANDARD BRONZE DISK STAMPED---CLARK 1950---, SET
 PZ0702'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 PZ0702'SURROUNDING ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1507 ***********************************************************************
 SV1507  DESIGNATION -  CLARKIA PEAK LOT
 SV1507  PID         -  SV1507
 SV1507  STATE/COUNTY-  ID/SHOSHONE
 SV1507  USGS QUAD   -  CLARKIA (1995)
 SV1507
 SV1507                         *CURRENT SURVEY CONTROL
 SV1507  ___________________________________________________________________
 SV1507* NAD 83(1992)-  47 00 42.92195(N)    116 16 16.45708(W)     ADJUSTED  
 SV1507* NAVD 88     -      1061.8    (meters)    3484.     (feet)  VERTCON   
 SV1507  ___________________________________________________________________
 SV1507  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 SV1507  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 SV1507
 SV1507  HORZ ORDER  -  THIRD
 SV1507
 SV1507.The horizontal coordinates were established by classical geodetic methods
 SV1507.and adjusted by the National Geodetic Survey in July 1992..
 SV1507
 SV1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1507
 SV1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1507
 SV1507.The geoid height was determined by GEOID03.
 SV1507
 SV1507;                    North         East     Units Scale Factor Converg.
 SV1507;SPC ID W     -   594,051.216   760,368.217   MT  0.99995263   -0 22 52.6
 SV1507;UTM  11      - 5,206,746.739   555,392.116   MT  0.99963771   +0 31 59.2
 SV1507
 SV1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1507!SPC ID W     -   0.99983625  x   0.99995263  =   0.99978889
 SV1507!UTM  11      -   0.99983625  x   0.99963771  =   0.99947402
 SV1507
 SV1507:                Primary Azimuth Mark                     Grid Az
 SV1507:SPC ID W     -  ANTHONY PK LOT                           119 32 58.5
 SV1507:UTM  11      -  ANTHONY PK LOT                           118 38 06.7
 SV1507
 SV1507|---------------------------------------------------------------------|
 SV1507| PID    Reference Object                     Distance      Geod. Az  |
 SV1507|                                                           dddmmss.s |
 SV1507| RZ1746 ANTHONY PK LOT                      APPROX. 7.0 KM 1191005.9 |
 SV1507|---------------------------------------------------------------------|
 SV1507
 SV1507                          SUPERSEDED SURVEY CONTROL
 SV1507
 SV1507  NAD 83(1986)-  47 00 42.92604(N)    116 16 16.45150(W) AD(       ) 3
 SV1507  NAD 27      -  47 00 43.30707(N)    116 16 12.87806(W) AD(       ) 3
 SV1507  NGVD 29 (07/19/86) 1060.7    (m)         3480.     (f) VERT ANG       
 SV1507
 SV1507.Superseded values are not recommended for survey control.
 SV1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1507.See file dsdata.txt to determine how the superseded data were derived.
 SV1507
 SV1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5539206747(NAD 83)
 SV1507_MARKER: N = NAIL
 SV1507_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 SV1507_SP_SET: OBJECT DRIVEN INTO GROUND
 SV1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1507
 SV1507  HISTORY     - Date     Condition        Report By
 SV1507  HISTORY     - 1959     MONUMENTED       USGS
 SV1507
 SV1507                          STATION DESCRIPTION
 SV1507
 SV1507'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 SV1507'LOCATED ABOUT 1 MI. W. OF CLARKIA, ABOUT 9 MI. SE. OF FERNWOOD, AND
 SV1507'ABOUT 12 MI. NE. OF BOVILL, ON A TOP KNOWN LOCALLY AS CLARKIA PEAK.
 SV1507'
 SV1507'TO REACH FROM CLARKIA RANGER STATION ON STATE HIGHWAY 43, DRIVE S. ON
 SV1507'STATE HIGHWAY 43 FOR 1.8 MI. TO T-RD. W., TURN RIGHT AS PER SIGN
 SV1507'--CLARKIA PEAK L.O. 3-- AND CONTINUE 0.1 MI. TO RD. FORK, TAKE LEFT
 SV1507'FORK AND CONTINUE 1.5 MI. TO RD. FORK, TAKE RIGHT FORK AS PER SIGN
 SV1507'--CLARKIA PEAK L.O.-- AND CONTINUE 1.3 MI. TO TOP AND STATION.
 SV1507'
 SV1507'STATION MARK--STANDARD COPPER NAIL AND WASHER SET IN 2 X 2 IN. HUB
 SV1507'DRIVEN INTO GROUND UNDER THE CENTER OF CLARKIA PEAK L.O.T.
 SV1507'
 SV1507'REFERENCE MARKS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0822 ***********************************************************************
 OY0822  DESIGNATION -  CLAY
 OY0822  PID         -  OY0822
 OY0822  STATE/COUNTY-  ID/BINGHAM
 OY0822  USGS QUAD   -  GOSHEN (1950)
 OY0822
 OY0822                         *CURRENT SURVEY CONTROL
 OY0822  ___________________________________________________________________
 OY0822* NAD 83(1992)-  43 21 05.68447(N)    112 00 24.72915(W)     ADJUSTED  
 OY0822* NAVD 88     -      1749.6    (meters)    5740.     (feet)  VERTCON   
 OY0822  ___________________________________________________________________
 OY0822  LAPLACE CORR-           9.52  (seconds)                    DEFLEC99
 OY0822  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 OY0822
 OY0822  HORZ ORDER  -  THIRD
 OY0822  VERT ORDER  -  THIRD ? (See Below)
 OY0822
 OY0822.The horizontal coordinates were established by classical geodetic methods
 OY0822.and adjusted by the National Geodetic Survey in July 1992..
 OY0822
 OY0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0822.The vertical order pertains to the NGVD 29 superseded value.
 OY0822
 OY0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0822
 OY0822.The geoid height was determined by GEOID03.
 OY0822
 OY0822;                    North         East     Units Scale Factor Converg.
 OY0822;SPC ID E     -   187,167.984   212,954.821   MT  0.99994943   +0 06 34.9
 OY0822;UTM  12      - 4,800,350.464   418,400.969   MT  0.99968190   -0 41 28.4
 OY0822
 OY0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0822!SPC ID E     -   0.99972754  x   0.99994943  =   0.99967698
 OY0822!UTM  12      -   0.99972754  x   0.99968190  =   0.99940953
 OY0822
 OY0822:                Primary Azimuth Mark                     Grid Az
 OY0822:SPC ID E     -  FIRTH                                    226 01 31.0
 OY0822:UTM  12      -  FIRTH                                    226 49 34.3
 OY0822
 OY0822|---------------------------------------------------------------------|
 OY0822| PID    Reference Object                     Distance      Geod. Az  |
 OY0822|                                                           dddmmss.s |
 OY0822| OY0823 FIRTH                               APPROX.11.9 KM 2260805.9 |
 OY0822|---------------------------------------------------------------------|
 OY0822
 OY0822                          SUPERSEDED SURVEY CONTROL
 OY0822
 OY0822  NAD 83(1986)-  43 21 05.67632(N)    112 00 24.71610(W) AD(       ) 3
 OY0822  NAD 27      -  43 21 05.98104(N)    112 00 21.82340(W) AD(       ) 3
 OY0822  NGVD 29 (07/19/86) 1748.4    (m)         5736.     (f) LEVELING    3  
 OY0822
 OY0822.Superseded values are not recommended for survey control.
 OY0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0822.See file dsdata.txt to determine how the superseded data were derived.
 OY0822
 OY0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1840100350(NAD 83)
 OY0822_MARKER: DD = SURVEY DISK
 OY0822_SETTING: 0 = UNSPECIFIED SETTING
 OY0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0822
 OY0822  HISTORY     - Date     Condition        Report By
 OY0822  HISTORY     - 1947     MONUMENTED       USGS
 OY0822
 OY0822                          STATION DESCRIPTION
 OY0822
 OY0822'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OY0822'LOCATED ABOUT 10.0 MI. (AIRLINE) S. OF IDAHO FALLS AND ABOUT 7.0 MI.
 OY0822'ESE. OF SHELLEY, ON A LOW FLAT-TOPPED HILL WHICH HAS APPARENTLY BEEN
 OY0822'UNDER CULTIVATION IN THE PAST BECAUSE IT IS BARREN OF ROCKS.
 OY0822'
 OY0822'TO REACH FROM L.D.S. SCHOOL AT TAYLOR, A SMALL SETTLEMENT 5.0 MI. E.
 OY0822'OF SHELLEY, GO E. ON MAIN GRAVEL RD. FOR 1.0 MI. TO POINT WHERE MAIN
 OY0822'RD. CURVES N. AND DIRT RD. CONTINUE E., TAKE DIRT RD. UP HILL THROUGH
 OY0822'GATE AND FOLLOW SOUTHEASTERLY FOR 0.3 MI. TO 3-WAY RD. FORKS, TAKE
 OY0822'LEFT FORK AND FOLLOW FOR 0.2 MI. TO RD. FORKS AT POWER LINE, TAKE
 OY0822'RIGHT FORK AND FOLLOW SOUTHERLY FOR 1.9 MI. TO POINT WHERE RD. STARTS
 OY0822'DOWN GRADE.  STATION IS ABOUT 0.15 MI. TO RIGHT (SW.) ON HIGHEST
 OY0822'POINT OF HILL.  TRUCK CAN BE DRIVEN TO STATION.
 OY0822'
 OY0822'STATION MARK--STANDARD TABLET STAMPED---CLAY 1947---, CEMENTED IN
 OY0822'CONCRETE POST SET IN GROUND AND PROJECTING ABOUT 4 IN.
 OY0822'
 OY0822'REFERENCE MARK NO. 1--STANDARD R.M. TABLET STAMPED---NO 1---,
 OY0822'CEMENTED IN CONCRETE POST SET IN GROUND AND PROJECTING ABOUT 3 IN.,
 OY0822'49.70 FT. FROM THE STATION MARK, S 49 DEG 07 MIN W.
 OY0822'
 OY0822'REFERENCE MARK NO. 2--STANDARD R.M. TABLET STAMPED---NO 2---,
 OY0822'CEMENTED IN CONCRETE POST SET IN GROUND AND PROJECTING ABOUT 4 IN.,
 OY0822'49.60 FT. FROM THE STATION MARK, S 61 DEG 44 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0718 ***********************************************************************
 QA0718  DESIGNATION -  CLAYTON
 QA0718  PID         -  QA0718
 QA0718  STATE/COUNTY-  ID/CUSTER
 QA0718  USGS QUAD   -  CLAYTON (1980)
 QA0718
 QA0718                         *CURRENT SURVEY CONTROL
 QA0718  ___________________________________________________________________
 QA0718* NAD 83(1992)-  44 15 30.56666(N)    114 29 21.37823(W)     ADJUSTED  
 QA0718* NAVD 88     -      1693.2    (meters)    5555.     (feet)  VERTCON   
 QA0718  ___________________________________________________________________
 QA0718  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 QA0718  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 QA0718
 QA0718  HORZ ORDER  -  SECOND
 QA0718
 QA0718.The horizontal coordinates were established by classical geodetic methods
 QA0718.and adjusted by the National Geodetic Survey in July 1992..
 QA0718
 QA0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0718
 QA0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0718
 QA0718.The geoid height was determined by GEOID03.
 QA0718
 QA0718;                    North         East     Units Scale Factor Converg.
 QA0718;SPC ID C     -   288,032.245   460,930.197   MT  0.99996613   -0 20 29.3
 QA0718;UTM  11      - 4,903,649.146   700,421.163   MT  1.00009403   +1 45 10.1
 QA0718
 QA0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0718!SPC ID C     -   0.99973648  x   0.99996613  =   0.99970262
 QA0718!UTM  11      -   0.99973648  x   1.00009403  =   0.99983049
 QA0718
 QA0718:                Primary Azimuth Mark                     Grid Az
 QA0718:SPC ID C     -  CLAYTON AZ MK                            100 44 10.2
 QA0718:UTM  11      -  CLAYTON AZ MK                            098 38 30.8
 QA0718
 QA0718|---------------------------------------------------------------------|
 QA0718| PID    Reference Object                     Distance      Geod. Az  |
 QA0718|                                                           dddmmss.s |
 QA0718| CD4446 CLAYTON AZ MK                                      1002340.9 |
 QA0718| CD4447 CLAYTON RM 1                          9.112 METERS 15644     |
 QA0718| CD4448 CLAYTON RM 2                          6.548 METERS 24733     |
 QA0718|---------------------------------------------------------------------|
 QA0718
 QA0718                          SUPERSEDED SURVEY CONTROL
 QA0718
 QA0718  NAD 83(1986)-  44 15 30.56550(N)    114 29 21.37278(W) AD(       ) 2
 QA0718  NAD 27      -  44 15 30.86730(N)    114 29 18.13240(W) AD(       ) 2
 QA0718  NGVD 29 (07/19/86) 1692.0    (m)         5551.     (f) VERT ANG       
 QA0718
 QA0718.Superseded values are not recommended for survey control.
 QA0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0718.See file dsdata.txt to determine how the superseded data were derived.
 QA0718
 QA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK0042103649(NAD 83)
 QA0718_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QA0718+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 QA0718
 QA0718  HISTORY     - Date     Condition        Report By
 QA0718  HISTORY     - 1957     MONUMENTED       CGS
 QA0718  HISTORY     - 20000620 GOOD             IDTD
 QA0718
 QA0718                          STATION DESCRIPTION
 QA0718
 QA0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0718'STATION IS LOCATED 22 MILES, AIRLINE, EAST OF STANLEY, 21
 QA0718'MILES, AIRLINE, SOUTHWEST OF CHALLIS, 5 MILES WEST OF THE
 QA0718'VILLAGE OF CLAYTON AND ON THE GROUNDS OF THE CLAYTON RANGER
 QA0718'STATION.
 QA0718'
 QA0718'STATION IS A STANDARD BRONZE DISK SET IN THE TOP OF A 10 INCH
 QA0718'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS
 QA0718'STAMPED CLAYTON 1957.  IT IS 43 FEET NORTHEAST OF THE CENTERLINE
 QA0718'OF THE DRIVEWAY, 31 FEET NORTHWEST OF THE NORTH CORNER OF THE
 QA0718'RANGER STATION, 5 FEET EAST OF THE EAST CORNER OF THE WORK
 QA0718'SHOP AND 2-1/2 FEET SOUTHWEST OF A RAIL FENCELINE.
 QA0718'
 QA0718'REFERENCE MARK NUMBER 1 IS A STANDARD BRONZE DISK SET IN THE
 QA0718'TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 QA0718'GROUND.  IT IS STAMPED CLAYTON NO 1 1957.  IT IS 1-1/2 FEET
 QA0718'NORTHWEST OF THE NORTH CORNER OF THE RANGER STATION AND
 QA0718'6.8 FEET SOUTHWEST OF A RAIL FENCELINE.
 QA0718'
 QA0718'REFERENCE MARK NUMBER 2 IS A STANDARD BRONZE DISK SET IN THE
 QA0718'TOP OF A 10 INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 QA0718'IT IS STAMPED CLAYTON NO 2 1957.  IT IS 20 FEET NORTHEAST OF THE
 QA0718'DRIVEWAY CENTERLINE, 24 FEET SOUTHWEST OF THE RAIL FENCELINE
 QA0718'AND 1.6 FEET SOUTH OF THE SOUTH CORNER OF THE WORK SHOP.
 QA0718'
 QA0718'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 QA0718'IN BEDROCK.  IT IS STAMPED CLAYTON 1957.  IT IS ABOUT 200
 QA0718'YARDS NORTHEAST OF THE CLAYTON RANGER STATION, 50 FEET NORTHWEST
 QA0718'OF THE CENTERLINE OF HIGHWAY U.S. 93 AND ABOUT 14 FEET HIGHER
 QA0718'THAN THE ROAD SURFACE ON THE HIGHEST POINT OF A ROCKY BUTTE
 QA0718'FORMED BY A HIGHWAY CUT THROUGH THE NORTHWEST END OF A SLOPING
 QA0718'RIDGE.
 QA0718'
 QA0718'STATION IS REACHED FROM CHALLIS POST OFFICE BY GOING EAST ON
 QA0718'THE MAIN STREET FOR 0.6 MILES TO HIGHWAY U.S. 93.  HERE TURN
 QA0718'RIGHT AND GO SOUTH ON U.S. 93 FOR 2.3 MILES TO THE JUNCTION
 QA0718'WITH HIGHWAY U.S. 93 ALTERNATE.  KEEP RIGHT FORK AND GO WEST
 QA0718'ON U.S. 93 FOR 21.7 MILES TO THE VILLAGE OF CLAYTON.  CONTINUE
 QA0718'STRAIGHT AHEAD ON U.S. 93 FOR 5.0 MILES TO THE CLAYTON RANGER
 QA0718'STATION AND TRIANGULATION STATION ON THE RIGHT.
 QA0718'
 QA0718'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 QA0718
 QA0718                          STATION RECOVERY (2000)
 QA0718
 QA0718'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (JAK)
 QA0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1096 ***********************************************************************
 NV1096  DESIGNATION -  CLEAR
 NV1096  PID         -  NV1096
 NV1096  STATE/COUNTY-  ID/GOODING
 NV1096  USGS QUAD   -  THOUSAND SPRINGS (1992)
 NV1096
 NV1096                         *CURRENT SURVEY CONTROL
 NV1096  ___________________________________________________________________
 NV1096* NAD 83(1992)-  42 43 24.36366(N)    114 46 08.69607(W)     ADJUSTED  
 NV1096* NAVD 88     -      1011.6    (meters)    3319.     (feet)  VERTCON   
 NV1096  ___________________________________________________________________
 NV1096  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 NV1096  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 NV1096
 NV1096  HORZ ORDER  -  FIRST
 NV1096
 NV1096.The horizontal coordinates were established by classical geodetic methods
 NV1096.and adjusted by the National Geodetic Survey in July 1992..
 NV1096
 NV1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1096
 NV1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1096
 NV1096.The geoid height was determined by GEOID03.
 NV1096
 NV1096;                    North         East     Units Scale Factor Converg.
 NV1096;SPC ID C     -   117,663.315   437,010.921   MT  0.99999616   -0 31 18.5
 NV1096;UTM  11      - 4,732,516.650   682,655.596   MT  1.00001047   +1 30 50.4
 NV1096
 NV1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1096!SPC ID C     -   0.99984382  x   0.99999616  =   0.99983998
 NV1096!UTM  11      -   0.99984382  x   1.00001047  =   0.99985429
 NV1096
 NV1096|---------------------------------------------------------------------|
 NV1096| PID    Reference Object                     Distance      Geod. Az  |
 NV1096|                                                           dddmmss.s |
 NV1096| CD4451 CLEAR RM 2                            9.243 METERS 00441     |
 NV1096| CD4450 CLEAR RM 1                            8.890 METERS 12645     |
 NV1096| NV1104 BUHL SEGO MILK CO CHIMNEY           APPROX.14.1 KM 1741817.3 |
 NV1096| CD4449 CLEAR AZ MK                                        2933343.6 |
 NV1096|---------------------------------------------------------------------|
 NV1096
 NV1096                          SUPERSEDED SURVEY CONTROL
 NV1096
 NV1096  NAD 83(1986)-  42 43 24.36183(N)    114 46 08.69410(W) AD(       ) 1
 NV1096  NAD 27      -  42 43 24.71100(N)    114 46 05.50700(W) AD(       ) 1
 NV1096  NGVD 29 (07/19/86) 1010.8    (m)         3316.     (f) VERT ANG       
 NV1096
 NV1096.Superseded values are not recommended for survey control.
 NV1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1096.See file dsdata.txt to determine how the superseded data were derived.
 NV1096
 NV1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8265632517(NAD 83)
 NV1096_MARKER: Z = SEE DESCRIPTION
 NV1096_SETTING: 0 = UNSPECIFIED SETTING
 NV1096
 NV1096  HISTORY     - Date     Condition        Report By
 NV1096  HISTORY     - 1946     MONUMENTED       CGS
 NV1096
 NV1096                          STATION DESCRIPTION
 NV1096
 NV1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1096'STATION IS LOCATED ABOUT 3.5 MILES (AIR LINE) N OF THE SNAKE
 NV1096'RIVER AND ABOUT 6 MILES (AIR LINE) SW OF WENDELL.  IT IS ON A
 NV1096'SLIGHT RISE OF WASTE LAND COVERED BY SAGEBRUSH.  IT IS 150
 NV1096'YARDS S OF A TRACK ROAD AND 135 YARDS E OF A POWER LINE
 NV1096'LEADING N AND S.
 NV1096'
 NV1096'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A 12-
 NV1096'BY 12-INCH CONCRETE POST PROJECTING ABOUT 6 INCHES.  DISK IS
 NV1096'STAMPED CLEAR 1946.  UNDERGROUND MARK IS A BRONZE STATION
 NV1096'DISK IN CONCRETE.
 NV1096'
 NV1096'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 NV1096'A 12- BY 12-INCH CONCRETE POST PROJECTING ABOUT 4 INCHES.
 NV1096'DISK IS STAMPED CLEAR NO 1 1946.
 NV1096'
 NV1096'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 NV1096'A 12- BY 12-INCH CONCRETE POST PROJECTING ABOUT 4 INCHES.  DISK
 NV1096'IS STAMPED CLEAR NO 2 1946.
 NV1096'
 NV1096'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 NV1096'12- BY 12-INCH CONCRETE POST PROJECTING ABOUT 4 INCHES.  DISK
 NV1096'IS STAMPED CLEAR 1946.  IT IS 0.1 MILE W OF A CROSS ROAD
 NV1096'INTERSECTION, 60 FEET S OF A FENCE, 48 FEET N OF A FENCE, AND 4
 NV1096'FEET W OF A POWER-LINE POLE.
 NV1096'
 NV1096'TO REACH THE STATION FROM THE POST OFFICE IN HAGERMAN, GO
 NV1096'S ON U.S. HIGHWAY 30 FOR 2.15 MILES TO A PAVED ROAD ON THE LEFT
 NV1096'AND SIGN WENDELL 10 MILES.  TURN LEFT (E) AND GO 6.35 MILES
 NV1096'TO CROSS ROAD AND SIGN SAND SPRINGS RANCH-8.  TURN RIGHT (S)
 NV1096'AND FOLLOW MAIN TRAVELED ROAD S AND W FOR 4.55 MILES TO CROSS
 NV1096'ROADS AND A WHITE SCHOOL BUILDING IN THE NW ANGLE.  TURN
 NV1096'LEFT (E) AND GO 1.0 MILE TO A CROSS ROAD, A POWER LINE LEADING
 NV1096'N AND S, AND STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0576 ***********************************************************************
 NT0576  DESIGNATION -  CLEVELAND
 NT0576  PID         -  NT0576
 NT0576  STATE/COUNTY-  ID/FRANKLIN
 NT0576  USGS QUAD   -  TREASURETON (1982)
 NT0576
 NT0576                         *CURRENT SURVEY CONTROL
 NT0576  ___________________________________________________________________
 NT0576* NAD 83(1994)-  42 17 05.79158(N)    111 45 44.88182(W)     ADJUSTED  
 NT0576* NAVD 88     -      1975.7    (meters)    6482.     (feet)  VERTCON   
 NT0576  ___________________________________________________________________
 NT0576  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 NT0576  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 NT0576
 NT0576  HORZ ORDER  -  THIRD
 NT0576
 NT0576.The horizontal coordinates were established by classical geodetic methods
 NT0576.and adjusted by the National Geodetic Survey in November 1997..
 NT0576
 NT0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0576
 NT0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0576
 NT0576.The geoid height was determined by GEOID03.
 NT0576
 NT0576;                    North         East     Units Scale Factor Converg.
 NT0576;SPC ID E     -    68,749.096   233,336.692   MT  0.99996104   +0 16 19.0
 NT0576;UTM  12      - 4,681,695.243   437,136.597   MT  0.99964862   -0 30 46.9
 NT0576
 NT0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0576!SPC ID E     -   0.99969235  x   0.99996104  =   0.99965341
 NT0576!UTM  12      -   0.99969235  x   0.99964862  =   0.99934108
 NT0576
 NT0576:                Primary Azimuth Mark                     Grid Az
 NT0576:SPC ID E     -  6661=TREASURETON                         284 16 17.2
 NT0576:UTM  12      -  6661=TREASURETON                         285 03 23.1
 NT0576
 NT0576|---------------------------------------------------------------------|
 NT0576| PID    Reference Object                     Distance      Geod. Az  |
 NT0576|                                                           dddmmss.s |
 NT0576| NT0575 6661=TREASURETON                    APPROX. 8.6 KM 2843236.2 |
 NT0576|---------------------------------------------------------------------|
 NT0576
 NT0576                          SUPERSEDED SURVEY CONTROL
 NT0576
 NT0576  NAD 83(1992)-  42 17 05.79041(N)    111 45 44.88065(W) AD(       ) 3
 NT0576  NAD 83(1986)-  42 17 05.79023(N)    111 45 44.87250(W) AD(       ) 3
 NT0576  NAD 27      -  42 17 06.07339(N)    111 45 42.05641(W) AD(       ) 3
 NT0576  NGVD 29 (07/19/86) 1974.6    (m)         6478.     (f) VERT ANG       
 NT0576
 NT0576.Superseded values are not recommended for survey control.
 NT0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0576.See file dsdata.txt to determine how the superseded data were derived.
 NT0576
 NT0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3713781695(NAD 83)
 NT0576_MARKER: DD = SURVEY DISK
 NT0576_SETTING: 66 = SET IN ROCK OUTCROP
 NT0576_SP_SET: SET IN ROCK OUTCROP
 NT0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0576+STABILITY: POSITION/ELEVATION WELL
 NT0576
 NT0576  HISTORY     - Date     Condition        Report By
 NT0576  HISTORY     - 1969     MONUMENTED       USGS
 NT0576
 NT0576                          STATION DESCRIPTION
 NT0576
 NT0576'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NT0576'LOCATED 5 MI. W. OF TREASURETON, 5 MI. NE. OF CLEVELAND, ON A ROCKY
 NT0576'HILL AT THE EXTREME E. HEAD OF BATTLE CREEK.
 NT0576'
 NT0576'TO REACH FROM THE INTERSECTION OF STATE AND ONEIDA STREETS IN
 NT0576'PRESTON, DRIVE N. ON STATE 34 TO THE JUNCTION OF U.S. 91 AND
 NT0576'STATE 34, TAKE RIGHT FORK, STATE 34 AND DRIVE N. FOR 13.3 MI. TO A
 NT0576'PRIVATE RESIDENCE, TAKE TRACK RD. ON N. SIDE OF HOUSE E. FOR 2.0 MI.
 NT0576'TO A SADDLE, TURN RIGHT UP THE NOSE OF A STEEP HILL, (FOUR-WHEEL
 NT0576'DRIVE REQUIRED), FOR 0.3 MI. TO TOP, TURN LEFT AND FOLLOW RIDGE FOR
 NT0576'0.3 MI. TO TOP AND STATION.
 NT0576'
 NT0576'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED---CLEVELAND
 NT0576'1969---, SET IN A LAVA ROCK OUTCROP.
 NT0576'
 NT0576'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED
 NT0576'---CLEVELAND RM 1 1969--- SET IN A LAVA ROCK OUTCROPPING, 18.38 FT.
 NT0576'FROM STATION MARK, N 04 DEG 54 MIN W.
 NT0576'
 NT0576'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED
 NT0576'---CLEVELAND RM 2 1969---, SET IN A LAVA ROCK OUTCROPPING, 19.42 FT.
 NT0576'FROM STATION MARK, S 68 DEG 58 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5201 ***********************************************************************
 AC5201  CBN         -  This is a Cooperative Base Network Control Station.
 AC5201  DESIGNATION -  CLFK GPS
 AC5201  PID         -  AC5201
 AC5201  STATE/COUNTY-  ID/BONNER
 AC5201  USGS QUAD   -  CLARK FORK (1996)
 AC5201
 AC5201                         *CURRENT SURVEY CONTROL
 AC5201  ___________________________________________________________________
 AC5201* NAD 83(1999)-  48 09 04.38209(N)    116 10 56.05082(W)     ADJUSTED  
 AC5201* NAVD 88     -       643.751  (meters)    2112.04   (feet)  ADJUSTED  
 AC5201  ___________________________________________________________________
 AC5201  X           -  -1,881,229.657 (meters)                     COMP
 AC5201  Y           -  -3,826,157.491 (meters)                     COMP
 AC5201  Z           -   4,728,577.703 (meters)                     COMP
 AC5201  LAPLACE CORR-           9.20  (seconds)                    DEFLEC99
 AC5201  ELLIP HEIGHT-         626.97  (meters)          (04/16/01) GPS OBS
 AC5201  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 AC5201  DYNAMIC HT  -         643.785 (meters)    2112.15  (feet)  COMP
 AC5201  MODELED GRAV-     980,643.2   (mgal)                       NAVD 88
 AC5201
 AC5201  HORZ ORDER  -  B
 AC5201  VERT ORDER  -  SECOND    CLASS II
 AC5201  ELLP ORDER  -  FOURTH    CLASS II
 AC5201
 AC5201.The horizontal coordinates were established by GPS observations
 AC5201.and adjusted by the National Geodetic Survey in April 2001..
 AC5201.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5201.DATUM ITEM on the data sheet items page.
 AC5201
 AC5201.The orthometric height was determined by differential leveling
 AC5201.and adjusted by the National Geodetic Survey in October 1997..
 AC5201
 AC5201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5201
 AC5201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5201
 AC5201.The ellipsoidal height was determined by GPS observations
 AC5201.and is referenced to NAD 83.
 AC5201
 AC5201.The geoid height was determined by GEOID03.
 AC5201
 AC5201.The dynamic height is computed by dividing the NAVD 88
 AC5201.geopotential number by the normal gravity value computed on the
 AC5201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5201.degrees latitude (g = 980.6199 gals.).
 AC5201
 AC5201.The modeled gravity was interpolated from observed gravity values.
 AC5201
 AC5201;                    North         East     Units Scale Factor Converg.
 AC5201;SPC ID W     -   720,670.501   767,840.764   MT  0.99994604   -0 19 19.1
 AC5201;UTM  11      - 5,333,430.955   560,822.786   MT  0.99964545   +0 36 33.0
 AC5201
 AC5201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5201!SPC ID W     -   0.99990175  x   0.99994604  =   0.99984779
 AC5201!UTM  11      -   0.99990175  x   0.99964545  =   0.99954723
 AC5201
 AC5201                          SUPERSEDED SURVEY CONTROL
 AC5201
 AC5201  NAD 83(1992)-  48 09 04.38057(N)    116 10 56.05145(W) AD(       ) B
 AC5201  ELLIP H (01/22/97)  627.05   (m)                       GP(       ) 4 1
 AC5201  NAVD 88 (01/29/98)  643.75   (m)         2112.0    (f) LEVELING    3  
 AC5201
 AC5201.Superseded values are not recommended for survey control.
 AC5201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5201.See file dsdata.txt to determine how the superseded data were derived.
 AC5201
 AC5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP6082333431(NAD 83)
 AC5201_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5201_STAMPING: CLFK GPS 1995
 AC5201_MARK LOGO: NGS   
 AC5201_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC5201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5201+STABILITY: SURFACE MOTION
 AC5201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5201+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2004
 AC5201
 AC5201  HISTORY     - Date     Condition        Report By
 AC5201  HISTORY     - 1995     MONUMENTED       NGS
 AC5201  HISTORY     - 19950810 GOOD             NGS
 AC5201  HISTORY     - 20041114 GOOD             DJC
 AC5201
 AC5201                          STATION DESCRIPTION
 AC5201
 AC5201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AC5201'STATION IS LOCATED IN CLARK FORK AT THE IDAHO TRANSPORTATION
 AC5201'DEPARTMENTS MAINTENANCE STATION NO 11300 ON THE SOUTHEAST BANK OF
 AC5201'LIGHTNING CREEK.  OWNERSHIP--STATE OF IDAHO.  REACHED FROM THE
 AC5201'JUNCTION OF MAIN STREET AND STATE HIGHWAY 200 IN CLARK FORK.  GO
 AC5201'NORTHWEST ON STATE HIGHWAY 200 FOR 0.55 KM (0.35 MI) TO THE ENTRANCE
 AC5201'TO MAINTENANCE NO 11300 JUST BEFORE A BRIDGE OVER LIGHTNING CREEK.
 AC5201'TURN RIGHT, PASS THRU GATE AND GO NORTHERLY KEEPING TO THE LEFT OF THE
 AC5201'GAS PUMPS FOR ABOUT 200.0 M (656.2 FT) TO THE TOP OF THE BANK AND
 AC5201'STATION.  LOCATED 2.0 M (6.6 FT) SOUTH OF THE CENTER OF A WALKING
 AC5201'TRAIL AND 0.85 M (2.79 FT) WEST OF A FIBERGLASS WITNESS POST.  MARK IS
 AC5201'A 14-INCH IN DIAMETER CONCRETE POST SET TO A DEPTH OF 0.98 M (3.22 FT)
 AC5201'FLUSH WITH THE GROUND SURFACE.  NOTE--A RAILROAD SPIKE WAS DRIVEN IN
 AC5201'THE GROUND ON THE SOUTH SIDE OF THE MOUNUMENT TO AID IN RECOVERY.
 AC5201'DESCRIBED BY B.E.  (SHAMROCK) KELLY.
 AC5201
 AC5201                          STATION RECOVERY (1995)
 AC5201
 AC5201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AC5201'STATION IS LOCATED IN CLARK FORK AT THE IDAHO TRANSPORTATION
 AC5201'DEPARTMENTS MAINTENANCE STATION NO 11300 ON THE SOUTHEAST BANK OF
 AC5201'LIGHTING CREEK.  OWNERSHIP--STATE OF IDAHO. REACHED FROM THE JUNCTION
 AC5201'OF MAIN STREET AND STATE HIGHWAY 200 IN CLARK FORK.  GO NORTHWEST ON
 AC5201'STATE HIGHWAY 200 FOR 0.55 KM (0.35 MI) TO THE ENTRANCE TO MAINTENANCE
 AC5201'NO 11300 JUST BEFORE A BRIDGE OVER LIGHTING CREEK.  TURN RIGHT PASS
 AC5201'THRU GATE AND GO NORTHERLY KEEPING TO THE LEFT OF THE GAS PUMPS FOR
 AC5201'ABOUT 200.0 M (656.2 FT) TO THE TOP OF THE BANK AND STATION.  LOCATED
 AC5201'2.0 M (6.6 FT) SOUTH OF THE CENTER OF A WALKING TRAIL AND 0.85 M (2.79
 AC5201'FT) WEST OF A FIBERGLASS WITNESS POST.  MARK IS A 14-INCH IN DIAMETER
 AC5201'CONCRETE POST SET TO A DEPTH OF 0.98 M (3.22 FT) FLUSH WITH THE GROUND
 AC5201'SURFACE. NOTE--A RAILROAD SPIKE WAS DRIVEN IN THE GROUND ON THE SOUTH
 AC5201'SIDE OF THE MONUMENT TO AID IN RECOVERY.
 AC5201
 AC5201                          STATION RECOVERY (2004)
 AC5201
 AC5201'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 AC5201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1332 ***********************************************************************
 RA1332  DESIGNATION -  CLIFF MOUNTAIN
 RA1332  PID         -  RA1332
 RA1332  STATE/COUNTY-  ID/ADAMS
 RA1332  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA1332
 RA1332                         *CURRENT SURVEY CONTROL
 RA1332  ___________________________________________________________________
 RA1332* NAD 83(1992)-  45 15 32.25434(N)    116 38 07.58761(W)     ADJUSTED  
 RA1332* NAVD 88     -      2251.8    (meters)    7388.     (feet)  VERTCON   
 RA1332  ___________________________________________________________________
 RA1332  LAPLACE CORR-          16.24  (seconds)                    DEFLEC99
 RA1332  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 RA1332
 RA1332  HORZ ORDER  -  FIRST
 RA1332
 RA1332.The horizontal coordinates were established by classical geodetic methods
 RA1332.and adjusted by the National Geodetic Survey in July 1992..
 RA1332
 RA1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1332
 RA1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1332
 RA1332.The geoid height was determined by GEOID03.
 RA1332
 RA1332;                    North         East     Units Scale Factor Converg.
 RA1332;SPC ID W     -   399,464.958   730,505.629   MT  0.99999269   -0 37 44.2
 RA1332;SPC OR N     -   184,190.587 2,803,185.302   MT  0.99989582   +2 44 26.5
 RA1332;SPC OR N     -   604,299.83  9,196,802.17   iFT  0.99989582   +2 44 26.5
 RA1332;UTM  11      - 5,011,782.813   528,603.101   MT  0.99961006   +0 15 32.2
 RA1332
 RA1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1332!SPC ID W     -   0.99964946  x   0.99999269  =   0.99964216
 RA1332!SPC OR N     -   0.99964946  x   0.99989582  =   0.99954532
 RA1332!UTM  11      -   0.99964946  x   0.99961006  =   0.99925966
 RA1332
 RA1332:                Primary Azimuth Mark                     Grid Az
 RA1332:SPC ID W     -  CLIFF MOUNTAIN AZ MK                     126 58 46.6
 RA1332:SPC OR N     -  CLIFF MOUNTAIN AZ MK                     123 36 35.9
 RA1332:UTM  11      -  CLIFF MOUNTAIN AZ MK                     126 05 30.2
 RA1332
 RA1332|---------------------------------------------------------------------|
 RA1332| PID    Reference Object                     Distance      Geod. Az  |
 RA1332|                                                           dddmmss.s |
 RA1332| CH7115 CLIFF MOUNTAIN AZ MK                               1262102.4 |
 RA1332| CH7117 CLIFF MOUNTAIN RM 2                   5.939 METERS 23314     |
 RA1332| CH7116 CLIFF MOUNTAIN RM 1                  10.034 METERS 33234     |
 RA1332|---------------------------------------------------------------------|
 RA1332
 RA1332                          SUPERSEDED SURVEY CONTROL
 RA1332
 RA1332  NAD 83(1991)-  45 15 32.25418(N)    116 38 07.58716(W) AD(       ) 1
 RA1332  NAD 83(1986)-  45 15 32.25577(N)    116 38 07.58563(W) AD(       ) 1
 RA1332  NAD 27      -  45 15 32.68361(N)    116 38 04.07987(W) AD(       ) 1
 RA1332  NGVD 29 (07/19/86) 2250.6    (m)         7384.     (f) VERT ANG       
 RA1332
 RA1332.Superseded values are not recommended for survey control.
 RA1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1332.See file dsdata.txt to determine how the superseded data were derived.
 RA1332
 RA1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2860311783(NAD 83)
 RA1332_MARKER: Z = SEE DESCRIPTION
 RA1332_SETTING: 0 = UNSPECIFIED SETTING
 RA1332
 RA1332  HISTORY     - Date     Condition        Report By
 RA1332  HISTORY     - 1945     MONUMENTED       CGS
 RA1332
 RA1332                          STATION DESCRIPTION
 RA1332
 RA1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1332'STATION IS LOCATED ON THE SUMMIT AND HIGHEST POINT OF CLIFF
 RA1332'MOUNTAIN, IN THE WEISER NATIONAL FOREST AND LIES ABOUT 19 MILES
 RA1332'AIRLINE SW OF RIGGINS, 2 MILES ESE OF THE SNAKE RIVER, AND AT THE
 RA1332'HEAD OF BRUSH CREEK.  IT IS ON THE CREST OF THE RIDGE THAT RUNS
 RA1332'NW FROM CASEY MOUNTAIN AND SEPARATES OX BOW AND GRANITE
 RA1332'CREEKS.  STATION ELEVATION AS GIVEN ON THE FOREST SERVICE MAPS
 RA1332'IS 7,389 FEET.
 RA1332'
 RA1332'THE STATION MARK, STAMPED CLIFF MTN 1945, IS A BRONZE STATION
 RA1332'DISK SET IN A BOULDER ABOUT 1-1/2 FEET SQUARE AND FLUSH WITH THE
 RA1332'SURFACE.  IT IS ON THE HIGHEST POINT, AT THE SE END OF THE SUMMIT,
 RA1332'AND AT THE CENTER LINES TO THE CRESTS OF 3 RIDGES.
 RA1332'
 RA1332'NO UNDERGROUND OR WITNESS MARK WAS SET.
 RA1332'
 RA1332'REFERENCE MARK 1, STAMPED CLIFF MTN NO 1 1945, IS A BRONZE
 RA1332'REFERENCE DISK SET IN BEDROCK FLUSH WITH THE SURFACE, AND 3 FEET
 RA1332'SE OF A 12-FOOT LEDGE.  IT IS ABOUT 7 FEET LOWER THAN THE STATION
 RA1332'MARK.
 RA1332'
 RA1332'REFERENCE MARK 2, STAMPED CLIFF MTN NO 2 1945, IS A BRONZE
 RA1332'REFERENCE DISK SET IN BEDROCK FLUSH WITH THE SURFACE, 5 FEET W OF
 RA1332'THE CREST OF THE RIDGE, AND 2 FEET LOWER.  IT IS ABOUT 5 FEET LOWER
 RA1332'THAN THE STATION MARK.
 RA1332'
 RA1332'THE AZIMUTH MARK, STAMPED CLIFF MTN 1945, IS A BRONZE AZIMUTH
 RA1332'DISK SET IN BEDROCK FLUSH WITH THE SURFACE, ABOUT 2 FEET N OF A
 RA1332'2-FOOT LEDGE.  IT IS LOCATED ABOUT 1 MILE E OF THE STATION, AND
 RA1332'3 METERS S OF AND 1 METER LOWER THAN THE TRAIL LEADING TO THE
 RA1332'SHEEP CAMP AND WATERING TROUGH LYING JUST UNDER THE STATION
 RA1332'PEAK.  IT IS ABOUT MIDWAY BETWEEN 2 DRAWS CROSSING THE TRAIL,
 RA1332'ABOUT 200 YARDS FROM EACH.  TO REACH FROM THE SHEEP CAMP (SEE
 RA1332'BELOW), FOLLOW THE TRAIL LEADING E ALONG THE S SIDE OF THE
 RA1332'RIDGE APPROXIMATELY 1 MILE TO THE MARK ON RIGHT.
 RA1332'
 RA1332'THE STATION CAN BEST BE REACHED WITH HORSES FROM BLACK LAKE WHICH
 RA1332'LIES 11 MILES N AND 6 MILES E OF BEAR, AND 5 MILES S AND 4 MILES
 RA1332'E OF THE STATION PEAK.  HORSES, HOWEVER, ARE NOT AVAILABLE IN THE
 RA1332'IMMEDIATE VICINITY.
 RA1332'
 RA1332'FROM THE CAMP GROUND AT BLACK LAKE, FOLLOW THE FOREST SERVICE
 RA1332'TRAIL N UP MOUNTAIN SIDE, AS PER EMERALD LAKE SIGNS, ABOUT 3 MILES
 RA1332'TO EMERALD LAKE.  CONTINUE N ON TRAIL.  AFTER ABOUT 3 MILES TAKE
 RA1332'LEFT FORK, AS PER SIGNS POINTING TO OX BOW CREEK AND RED LEDGE
 RA1332'MINE.  THE TRAIL LEADS DOWN INTO GRANITE CREEK AND THENCE SW UP
 RA1332'TO THE CREST OF THE RIDGE SEPARATING THE WATERSHEDS OF OX BOW AND
 RA1332'GRANITE CREEKS.  ON THE CREST OF THIS RIDGE (WHICH DESCENDS
 RA1332'NW TO STATION PEAK), LEAVE THE TRAIL TO OX BOW CREEK WHERE IT
 RA1332'FORKS W.  CONTINUE NW ALONG THE SW SLOPE OF THE RIDGE, ON
 RA1332'THE TRAIL LEADING TO OX BOW SPRING, A DISTANCE OF ABOUT 3
 RA1332'MILES.  FROM OX BOW SPRING, WHICH IS THE NEAREST CAMP SITE,
 RA1332'PACK N ABOUT 1/2 MILE TO THE HIGHEST POINT AND THE STATION.
 RA1332'STATION IS APPROXIMATELY A 5-HOUR HORSE PACK FROM BLACK LAKE AND
 RA1332'A DISTANCE OF ABOUT 14 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0573 ***********************************************************************
 NT0573  DESIGNATION -  CLIFTON
 NT0573  PID         -  NT0573
 NT0573  STATE/COUNTY-  ID/FRANKLIN
 NT0573  USGS QUAD   -  BANIDA (1969)
 NT0573
 NT0573                         *CURRENT SURVEY CONTROL
 NT0573  ___________________________________________________________________
 NT0573* NAD 83(1994)-  42 10 06.92430(N)    111 57 04.67289(W)     ADJUSTED  
 NT0573* NAVD 88     -      1639.1    (meters)    5378.     (feet)  VERTCON   
 NT0573  ___________________________________________________________________
 NT0573  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 NT0573  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NT0573
 NT0573  HORZ ORDER  -  SECOND
 NT0573
 NT0573.The horizontal coordinates were established by classical geodetic methods
 NT0573.and adjusted by the National Geodetic Survey in November 1997..
 NT0573
 NT0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0573
 NT0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0573
 NT0573.The geoid height was determined by GEOID03.
 NT0573
 NT0573;                    North         East     Units Scale Factor Converg.
 NT0573;SPC ID E     -    55,768.998   217,795.347   MT  0.99995126   +0 08 40.5
 NT0573;UTM  12      - 4,668,932.792   421,423.696   MT  0.99967597   -0 38 19.1
 NT0573
 NT0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0573!SPC ID E     -   0.99974521  x   0.99995126  =   0.99969649
 NT0573!UTM  12      -   0.99974521  x   0.99967597  =   0.99942127
 NT0573
 NT0573|---------------------------------------------------------------------|
 NT0573| PID    Reference Object                     Distance      Geod. Az  |
 NT0573|                                                           dddmmss.s |
 NT0573| CM5347 CLIFTON RM 1                          6.043 METERS 08522     |
 NT0573| NT0566 PRESTON RADIO STA KPST MAST         APPROX. 9.9 KM 1192903.0 |
 NT0573| CM5346 CLIFTON AZ MK                                      1630036.0 |
 NT0573| CM5348 CLIFTON RM 2                         10.796 METERS 30939     |
 NT0573|---------------------------------------------------------------------|
 NT0573
 NT0573                          SUPERSEDED SURVEY CONTROL
 NT0573
 NT0573  NAD 83(1992)-  42 10 06.92338(N)    111 57 04.66818(W) AD(       ) 2
 NT0573  NAD 83(1986)-  42 10 06.91772(N)    111 57 04.65798(W) AD(       ) 2
 NT0573  NAD 27      -  42 10 07.19830(N)    111 57 01.82130(W) AD(       ) 2
 NT0573  NGVD 29 (07/19/86) 1638.1    (m)         5374.     (f) VERT ANG       
 NT0573
 NT0573.Superseded values are not recommended for survey control.
 NT0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0573.See file dsdata.txt to determine how the superseded data were derived.
 NT0573
 NT0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2142468933(NAD 83)
 NT0573_MARKER: DS = TRIANGULATION STATION DISK
 NT0573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0573_STAMPING: CLIFTON 1963
 NT0573_MARK LOGO: CGS   
 NT0573_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0573+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 NT0573
 NT0573  HISTORY     - Date     Condition        Report By
 NT0573  HISTORY     - 1963     MONUMENTED       CGS
 NT0573  HISTORY     - 1967     GOOD             USGS
 NT0573  HISTORY     - 19930515 GOOD             LOCENG
 NT0573
 NT0573                          STATION DESCRIPTION
 NT0573
 NT0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0573'STATION IS ABOUT 14-1/2 MILES EAST OF MALAD CITY, 5-1/2 MILES
 NT0573'NORTHWEST OF PRESTON AND 3 MILES EAST-SOUTHEAST OF THE VILLAGE
 NT0573'OF CLIFTON, ON THE HIGHEST PART OF A PROMINENT RIDGE, KNOWN AS
 NT0573'LITTLE MOUNTAIN.
 NT0573'
 NT0573'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91
 NT0573'AND STATE HIGHWAY 34, ABOUT 1 MILE NORTH OF PRESTON, GO WESTERLY
 NT0573'AND NORTHERLY ON U.S. HIGHWAY 91 FOR 4.05 MILES TO A GRAVELED
 NT0573'SIDE ROAD LEFT.  TURN LEFT ON GRAVELED ROAD AND GO WEST FOR 0.15
 NT0573'MILE TO A T-ROAD JUNCTION.  TURN LEFT ON GRAVELED ROAD AND
 NT0573'GO SOUTH AND WEST FOR 1.4 MILES TO A T-ROAD JUNCTION.  TURN
 NT0573'RIGHT AND GO NORTHERLY ON GRAVELED ROAD FOR 0.35 MILE TO A
 NT0573'CROSSROAD AND A SMALL METAL BUILDING IN THE SOUTHWEST ANGLE
 NT0573'OF THE ROADS.  TURN LEFT AND GO WEST FOR 0.2 MILE TO A SIDE
 NT0573'ROAD RIGHT ACROSS A CATTLE GUARD.  TURN RIGHT, CROSSING
 NT0573'CATTLE GUARD AND FOLLOW MAIN TRAVELED ROAD NORTHERLY FOR
 NT0573'1.35 MILES TO THE END OF THE GRAVELED ROAD AND A TRACK ROAD
 NT0573'STRAIGHT AHEAD.  CONTINUE NORTHERLY ON TRACK ROAD FOR
 NT0573'0.55 MILE TO A WIRE GATE, A SIGN NO TRESPASSING AND THE END
 NT0573'OF TRUCK TRAVEL.  PACK NORTHEASTERLY UP STEEP ROCKY HILL FOR
 NT0573'ABOUT 3/4 MILE TO THE TOP OF A RIDGE.  (TO REACH THE AZIMUTH
 NT0573'MARK, TURN RIGHT AND GO SOUTH FOR ABOUT 150 YARDS TO THE
 NT0573'MARK.) TURN LEFT AND GO NORTHERLY FOR ABOUT 1/4 MILE TO THE
 NT0573'HIGHEST POINT AND THE STATION.
 NT0573'
 NT0573'STATION MARK IS A STANDARD DISK, STAMPED CLIFTON 1963, BRAZED
 NT0573'TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 6 INCHES.
 NT0573'
 NT0573'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLIFTON NO 1 1963,
 NT0573'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 4 INCHES.
 NT0573'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 NT0573'
 NT0573'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLIFTON NO 2 1963,
 NT0573'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT ROCK OUTCROP PROJECTING
 NT0573'1 FOOT.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 NT0573'
 NT0573'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLIFTON 1963, CEMENTED
 NT0573'IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER PROJECTING 2 FEET.
 NT0573
 NT0573                          STATION RECOVERY (1967)
 NT0573
 NT0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NT0573'STATION MARK--A STANDARD DISK STAMPED---CLIFTON 1963---, BRAZED TO
 NT0573'THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 6 INCHES.
 NT0573
 NT0573                          STATION RECOVERY (1993)
 NT0573
 NT0573'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NT0573'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1121 ***********************************************************************
 NV1121  DESIGNATION -  CLOVER
 NV1121  PID         -  NV1121
 NV1121  STATE/COUNTY-  ID/GOODING
 NV1121  USGS QUAD   -  TICESKA (1992)
 NV1121
 NV1121                         *CURRENT SURVEY CONTROL
 NV1121  ___________________________________________________________________
 NV1121* NAD 83(1992)-  42 59 54.96842(N)    115 02 36.02312(W)     ADJUSTED  
 NV1121* NAVD 88     -      1068.5    (meters)    3506.     (feet)  VERTCON   
 NV1121  ___________________________________________________________________
 NV1121  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 NV1121  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 NV1121
 NV1121  HORZ ORDER  -  FIRST
 NV1121
 NV1121.The horizontal coordinates were established by classical geodetic methods
 NV1121.and adjusted by the National Geodetic Survey in July 1992..
 NV1121
 NV1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1121
 NV1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1121
 NV1121.The geoid height was determined by GEOID03.
 NV1121
 NV1121;                    North         East     Units Scale Factor Converg.
 NV1121;SPC ID C     -   148,471.573   414,927.279   MT  1.00003637   -0 42 41.7
 NV1121;SPC ID W     -   148,183.552   857,619.329   MT  0.99997416   +0 28 55.0
 NV1121;UTM  11      - 4,762,517.205   659,489.984   MT  0.99991293   +1 20 04.9
 NV1121
 NV1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1121!SPC ID C     -   0.99983488  x   1.00003637  =   0.99987124
 NV1121!SPC ID W     -   0.99983488  x   0.99997416  =   0.99980904
 NV1121!UTM  11      -   0.99983488  x   0.99991293  =   0.99974782
 NV1121
 NV1121|---------------------------------------------------------------------|
 NV1121| PID    Reference Object                     Distance      Geod. Az  |
 NV1121|                                                           dddmmss.s |
 NV1121| CD4453 CLOVER RM 1                          12.890 METERS 07300     |
 NV1121| NV1108 GOODING AIRPORT AIRWAY BCN 20       APPROX.25.3 KM 1112415.3 |
 NV1121| NV1125 SALT LAKE PORTLAND AWY BCN 22       APPROX. 5.0 KM 1503647.1 |
 NV1121| CD4452 CLOVER AZ MK                                       2630821.7 |
 NV1121| CD4454 CLOVER RM 2                          13.912 METERS 30533     |
 NV1121| CD6120 CLOVER PP                                          32215     |
 NV1121|---------------------------------------------------------------------|
 NV1121
 NV1121                          SUPERSEDED SURVEY CONTROL
 NV1121
 NV1121  NAD 83(1986)-  42 59 54.96703(N)    115 02 36.02169(W) AD(       ) 1
 NV1121  NAD 27      -  42 59 55.32300(N)    115 02 32.78600(W) AD(       ) 1
 NV1121  NGVD 29 (07/19/86) 1067.7    (m)         3503.     (f) VERT ANG       
 NV1121
 NV1121.Superseded values are not recommended for survey control.
 NV1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1121.See file dsdata.txt to determine how the superseded data were derived.
 NV1121
 NV1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH5949062517(NAD 83)
 NV1121_MARKER: DS = TRIANGULATION STATION DISK
 NV1121_SETTING: 0 = UNSPECIFIED SETTING
 NV1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1121
 NV1121  HISTORY     - Date     Condition        Report By
 NV1121  HISTORY     - 1935     MONUMENTED       CGS
 NV1121  HISTORY     - 1945     SEE DESCRIPTION  CGS
 NV1121  HISTORY     - 1957     SEE DESCRIPTION  USGS
 NV1121  HISTORY     - 1959     SEE DESCRIPTION  CGS
 NV1121  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NV1121
 NV1121                          STATION DESCRIPTION
 NV1121
 NV1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 NV1121'STATION IS 10 MILES (AIR LINE) E OF KING HILL, ON AN ISOLATED
 NV1121'FLAT-TOPPED HILL.
 NV1121'
 NV1121'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 NV1121
 NV1121                          STATION RECOVERY (1945)
 NV1121
 NV1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1121'STATION AND REFERENCE MARKS WERE FOUND AS ORIGINALLY DESCRIBED
 NV1121'AND WERE IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.
 NV1121'
 NV1121'STATION IS LOCATED ON THE SUMMIT OF AN ISOLATED FLAT-TOPPED
 NV1121'SAGE-COVERED HILL, LARGE IN AREA, LYING 10 MILES E OF KING
 NV1121'HILL, 2 MILES E OF THE GOODING-ELMORE COUNTY LINE, AND 1 MILE
 NV1121'NE OF THE N END OF THE PIONEER RESERVOIR.  IT IS 50 YARDS S FROM
 NV1121'A FORK OF A DIM TRACK ROAD AND NEAR THE CENTER OF A BARE SPOT
 NV1121'IN THE SAGE-BRUSH ABOUT 25 YARDS IN DIAMETER.  MARK IS STAMPED
 NV1121'CLOVER 1935 AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 NV1121'
 NV1121'REFERENCE MARK 1 IS STAMPED CLOVER NO 1 1935 AND PROJECTS
 NV1121'ABOUT 3 INCHES ABOVE THE GROUND.
 NV1121'
 NV1121'REFERENCE MARK 2 IS STAMPED CLOVER NO 2 1935 AND PROJECTS
 NV1121'ABOUT 1 INCH ABOVE THE GROUND.
 NV1121'
 NV1121'BOTH REFERENCE MARKS ARE SITUATED NEAR THE PERIPHERY OF THE BARE
 NV1121'AREA.
 NV1121'
 NV1121'AZIMUTH MARK IS A BRONZE DISK SET IN A BOULDER ABOUT 16 BY
 NV1121'24 INCHES AND PROJECTS ABOUT 4 INCHES.  IT IS STAMPED CLOVER
 NV1121'1945.  IT IS 28 METERS S OF THE ROAD LEADING TO THE STATION
 NV1121'AND 1 METER N OF A WHITE WOODEN WITNESS POST.
 NV1121'
 NV1121'TO REACH STATION FROM KING HILL, GO E ON U.S. HIGHWAY 30 FOR
 NV1121'7.4 MILES TO THE GOODING-ELMORE COUNTY LINE.  CONTINUE 1.0 MILE
 NV1121'TO STOP SIGN AND ROAD LEADING N.  TURN LEFT OFF HIGHWAY AND
 NV1121'GO N ON THIS ROAD FOR 2.3 MILES TO BRIDGE AT THE N END OF THE
 NV1121'RESERVOIR.  CROSS BRIDGE AND CONTINUE ON MAIN-TRAVELED ROAD
 NV1121'0.7 MILE TO ROAD LEADING RIGHT JUST BEFORE REACHING FENCE
 NV1121'CORNER AT THE S END OF A FIELD.  HERE TURN RIGHT AND FOLLOW
 NV1121'TRACK ROAD UP HILLSIDE ESE 0.7 MILE, KEEPING THE MAIN ROAD, TO
 NV1121'THE AZIMUTH MARK ON RIGHT.  CONTINUE 0.2 MILE ON TRACK
 NV1121'ROAD, THEN TURN RIGHT AND CONTINUE ABOUT 50 YARDS TO CENTER
 NV1121'OF SMALL BARE SPOT AND STATION SITE.
 NV1121
 NV1121                          STATION RECOVERY (1957)
 NV1121
 NV1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NV1121'RECOVERED BY USGS IN 1957.
 NV1121'
 NV1121'STATION MARK--BRONZE DISK SET IN CONCRETE, STAMPED---CLOVER 1935---,
 NV1121'AND PROJECTING ABOUT 2 IN. ABOVE THE GROUND.
 NV1121
 NV1121                          STATION RECOVERY (1959)
 NV1121
 NV1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV1121'THE STATION, REFERENCE AND AZIMUTH MARK WERE RECOVERED AS
 NV1121'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE DIRECTIONS
 NV1121'TO THE MARKS CHECKED THOSE OF 1945.  A SLIGHT DIFFERENCE IN THE
 NV1121'MEASUREMENTS TO THE MARKS WAS FOUND.  THE TO REACH WAS FOUND
 NV1121'TO BE IN ERROR AND A NEW ONE WAS WRITTEN THIS DATE.
 NV1121'
 NV1121'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND ABANDONED
 NV1121'HIGHWAY 30 AT BLISS GO WESTERLY ON U.S. HIGHWAY 30 FOR 6.5 MILES
 NV1121'TO A GRAVEL ROAD NORTH, ABOUT 1.0 MILE EAST OF THE ELMORE-GOODING
 NV1121'COUNTY LINE.  TURN RIGHT, NORTH, ON GRAVEL ROAD AND GO 2.0
 NV1121'MILES TO A FORK.  TAKE LEFT FORK, NORTH, MAIN TRAVELED ROAD
 NV1121'FOR 0.6 MILE TO A BLADED ROAD RIGHT ABOUT 100 FEET AFTER PASSING
 NV1121'OVER A CATTLE GUARD.  TURN RIGHT, EAST, ON BLADED ROAD AND GO
 NV1121'UP GRADE FOR 0.3 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT,
 NV1121'NORTHEAST, ON TRACK ROAD ALONG THE RIGHT SIDE OF DRAW AND
 NV1121'GO 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NV1121'STRAIGHT AHEAD ON TRACK ROAD FOR 0.15 MILE TO THREE FORKS.
 NV1121'TAKE RIGHT FORK, SOUTHEAST, ABOUT 100 FEET TO THE STATION.
 NV1121
 NV1121                          STATION RECOVERY (1973)
 NV1121
 NV1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NV1121'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 NV1121'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  ROADS HAVE
 NV1121'CHANGED.  A NEW TO REACH FOLLOWS.  A METAL WITNESS POST WAS
 NV1121'PLACED 2 FEET SOUTH OF THE STATION MARK, AND A METAL WITNESS POST
 NV1121'WAS PLACED 3 FEET SOUTHWEST OF THE AZIMUTH MARK.
 NV1121'
 NV1121'TO REACH THE STATION FROM THE BLISS POST OFFICE GO WEST ON
 NV1121'U.S. HIGHWAYS 26 AND 30 FOR 3.1 MILES TO A SIDE ROAD RIGHT,
 NV1121'AND SIGN, TO POWER PLANT ROAD, TURN RIGHT, AND GO NORTHWEST
 NV1121'ON MACADAM ROAD, OLD HIGHWAY, FOR 3.7 MILES TO A GRAVELED ROAD
 NV1121'RIGHT, TURN RIGHT, AND GO NORTH, AND NORTHEAST ON THE MAIN
 NV1121'TRAVELED GRAVELED ROAD FOR 2.7 MILES TO A SIDE ROAD RIGHT, 150
 NV1121'FEET AFTER CROSSING A CATTLE GUARD, TURN RIGHT, AND GO
 NV1121'SOUTHEAST ON THE GRAVELED ROAD FOR 0.3 MILE TO A DIRT TRACK
 NV1121'ROAD LEFT, OPPOSITE A FENCE CORNER, TURN LEFT, AND GO
 NV1121'SOUTHEAST, UPGRADE, ON THE RIGHT SIDE OF A DRAW FOR 0.45 MILE
 NV1121'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY ON THE
 NV1121'TRACK ROAD FOR 0.2 MILE TO A FORK, AND THE STATION ON THE
 NV1121'RIGHT.
 NV1121'
 NV1121'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 NV1121'NORTHWEST OF BLISS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1233 ***********************************************************************
 NV1233  DESIGNATION -  CLOVER
 NV1233  PID         -  NV1233
 NV1233  STATE/COUNTY-  ID/OWYHEE
 NV1233  USGS QUAD   -  CLOVER BUTTE NORTH (1980)
 NV1233
 NV1233                         *CURRENT SURVEY CONTROL
 NV1233  ___________________________________________________________________
 NV1233* NAD 83(1992)-  42 22 48.04915(N)    115 23 56.98317(W)     ADJUSTED  
 NV1233* NAVD 88     -      1577.5    (meters)    5176.     (feet)  VERTCON   
 NV1233  ___________________________________________________________________
 NV1233  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 NV1233  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 NV1233
 NV1233  HORZ ORDER  -  THIRD
 NV1233
 NV1233.The horizontal coordinates were established by classical geodetic methods
 NV1233.and adjusted by the National Geodetic Survey in July 1992..
 NV1233
 NV1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1233
 NV1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1233
 NV1233.The geoid height was determined by GEOID03.
 NV1233
 NV1233;                    North         East     Units Scale Factor Converg.
 NV1233;SPC ID W     -    79,288.458   828,891.702   MT  0.99994360   +0 14 11.3
 NV1233;UTM  11      - 4,693,211.237   631,787.462   MT  0.99981369   +1 04 45.1
 NV1233
 NV1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1233!SPC ID W     -   0.99975520  x   0.99994360  =   0.99969881
 NV1233!UTM  11      -   0.99975520  x   0.99981369  =   0.99956894
 NV1233
 NV1233                          SUPERSEDED SURVEY CONTROL
 NV1233
 NV1233  NAD 83(1991)-  42 22 48.05068(N)    115 23 56.98254(W) AD(       ) 3
 NV1233  NGVD 29 (11/04/91) 1576.4    (m)         5172.     (f) VERT ANG       
 NV1233
 NV1233.Superseded values are not recommended for survey control.
 NV1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1233.See file dsdata.txt to determine how the superseded data were derived.
 NV1233
 NV1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG3178793211(NAD 83)
 NV1233_MARKER: DD = SURVEY DISK
 NV1233_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 NV1233_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 NV1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1233
 NV1233  HISTORY     - Date     Condition        Report By
 NV1233  HISTORY     - 1957     MONUMENTED       USGS
 NV1233
 NV1233                          STATION DESCRIPTION
 NV1233
 NV1233'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NV1233'LOCATED ABOUT 24 MI. N. OF MURPHY HOT SPRING, 6 MI. S. OF CLOVER FLAT
 NV1233'RANCH, 1.5 MI. W. OF CLOVER FLAT RD., ON A GENTLY ROUNDED, LARGE HILL,
 NV1233'ON ABOUT THE HIGHEST POINT OF THE NW. SIDE OF TOP.
 NV1233'
 NV1233'TO REACH FROM MURPHY HOT SPRING, DRIVE NE. ON ROGERSON RD. FOR 8.8
 NV1233'MI., TURN LEFT ON CLOVER FLAT RD. FOR 22.4 MI. TO T-RD. W. (ABOUT 100
 NV1233'YDS. BEYOND A RIGHT BEND AND CREST OF RIDGE), TURN HARD LEFT ON TRACK
 NV1233'RD. 1.6 MI. TO DIM Y-FORK AND RD. BEND, KEEP TO LEFT FORK 0.1 MI.,
 NV1233'TURN HARD RIGHT ON DIM TRACK 0.2 MI. TO HIGH POINT OF TOP AND STATION.
 NV1233'
 NV1233'STATION MARK--STANDARD TABLET STAMPED---CLOVER 1957---, SET IN TOP OF
 NV1233'CONCRETE PIPE SET FLUSH WITH GROUND.
 NV1233'
 NV1233'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 NV1233'1957---, SET IN TOP OF CONCRETE PIPE PROJECTING 0.4 FT. ABOVE GROUND,
 NV1233'19.17 FT. FROM STATION MARK 41 DEGREES 11 MINUTES 35
 NV1233'SECONDS NE.
 NV1233'
 NV1233'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 NV1233'1957---, SET IN TOP OF CONCRETE PIPE PROJECTING 0.7 FT. ABOVE GROUND,
 NV1233'22.06 FT. FROM STATION MARK 31 DEGREES 22 MINUTES 20
 NV1233'SECONDS SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0747 ***********************************************************************
 QA0747  DESIGNATION -  COAL
 QA0747  PID         -  QA0747
 QA0747  STATE/COUNTY-  ID/CUSTER
 QA0747  USGS QUAD   -  EAST BASIN CREEK (1964)
 QA0747
 QA0747                         *CURRENT SURVEY CONTROL
 QA0747  ___________________________________________________________________
 QA0747* NAD 83(1992)-  44 16 03.89384(N)    114 49 08.50364(W)     ADJUSTED  
 QA0747* NAVD 88     -      2102.6    (meters)    6898.     (feet)  VERTCON   
 QA0747  ___________________________________________________________________
 QA0747  LAPLACE CORR-           7.40  (seconds)                    DEFLEC99
 QA0747  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 QA0747
 QA0747  HORZ ORDER  -  FIRST
 QA0747
 QA0747.The horizontal coordinates were established by classical geodetic methods
 QA0747.and adjusted by the National Geodetic Survey in July 1992..
 QA0747
 QA0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0747
 QA0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0747
 QA0747.The geoid height was determined by GEOID03.
 QA0747
 QA0747;                    North         East     Units Scale Factor Converg.
 QA0747;SPC ID C     -   289,270.691   434,608.338   MT  0.99999994   -0 34 18.2
 QA0747;UTM  11      - 4,903,924.840   674,070.303   MT  0.99997266   +1 31 21.8
 QA0747
 QA0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0747!SPC ID C     -   0.99967243  x   0.99999994  =   0.99967237
 QA0747!UTM  11      -   0.99967243  x   0.99997266  =   0.99964509
 QA0747
 QA0747:                Primary Azimuth Mark                     Grid Az
 QA0747:SPC ID C     -  COAL AZ MK                               136 51 24.8
 QA0747:UTM  11      -  COAL AZ MK                               134 45 44.8
 QA0747
 QA0747|---------------------------------------------------------------------|
 QA0747| PID    Reference Object                     Distance      Geod. Az  |
 QA0747|                                                           dddmmss.s |
 QA0747| CD4457 COAL AZ MK                                         1361706.6 |
 QA0747| CD4458 COAL RM 1                             7.790 METERS 19549     |
 QA0747| CD4459 COAL RM 2                            11.144 METERS 31828     |
 QA0747|---------------------------------------------------------------------|
 QA0747
 QA0747                          SUPERSEDED SURVEY CONTROL
 QA0747
 QA0747  NAD 83(1986)-  44 16 03.89180(N)    114 49 08.49701(W) AD(       ) 1
 QA0747  NAD 27      -  44 16 04.21160(N)    114 49 05.20720(W) AD(       ) 1
 QA0747  NGVD 29 (07/19/86) 2101.3    (m)         6894.     (f) VERT ANG       
 QA0747
 QA0747.Superseded values are not recommended for survey control.
 QA0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0747.See file dsdata.txt to determine how the superseded data were derived.
 QA0747
 QA0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK7407003925(NAD 83)
 QA0747_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0747_SETTING: 66 = SET IN ROCK OUTCROP
 QA0747
 QA0747  HISTORY     - Date     Condition        Report By
 QA0747  HISTORY     - 1957     MONUMENTED       CGS
 QA0747
 QA0747                          STATION DESCRIPTION
 QA0747
 QA0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0747'THE STATION IS LOCATED AIRLINE, ABOUT 6 MILES EAST-NORTHEAST
 QA0747'OF STANLEY AND ABOUT 1/4 MILE NORTH OF THE CONFLUENCE OF
 QA0747'BASIN CREEK AND THE SALMON RIVER.  IT IS ON A ROCKY OUTCROPPING
 QA0747'ABOUT HALF WAY UP A VERY STEEP NORTH-SOUTH RIDGE.
 QA0747'
 QA0747'THE STATION IS A STANDARD DISK STAMPED COAL 1957 SET IN A
 QA0747'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4 INCHES
 QA0747'ABOVE THE GROUND.
 QA0747'
 QA0747'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COAL
 QA0747'NO 1 1957 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 QA0747'PROJECTS ABOUT 4 FEET ABOVE THE GROUND AND IS ABOUT 1 FOOT
 QA0747'LOWER THAN THE STATION.  IT IS ABOUT 5 FEET NORTH OF THE
 QA0747'EDGE OF A CLIFF.
 QA0747'
 QA0747'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COAL
 QA0747'NO 2 1957 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 QA0747'PROJECTS ABOUT 3 FEET ABOVE THE GROUND AND IS ABOUT 18 INCHES
 QA0747'HIGHER THAN THE STATION.
 QA0747'
 QA0747'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COAL 1957 SET
 QA0747'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 QA0747'2 FEET ABOVE THE GROUND.  IT IS 3 FEET NORTHWEST OF A SMALL
 QA0747'CAIRN AND 75 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 QA0747'
 QA0747'TO REACH THE AZIMUTH MARK FROM THE BRIDGE OVER BASIN CREEK,
 QA0747'GO EAST ON U.S. HIGHWAY 93 FOR 0.2 MILE TO A LEFT ANGLE BEND
 QA0747'IN THE HIGHWAY, A WIDE SPOT ON THE RIGHT, SOUTH SIDE, A SMALL
 QA0747'CAIRN AND THE AZIMUTH MARK.
 QA0747'
 QA0747'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 93
 QA0747'AND 93 ALTERNATE, ABOUT 2.5 MILES SOUTH OF CHALLIS, GO SOUTH
 QA0747'AND WEST ON U.S. HIGHWAY 93 FOR 21.0 MILES TO THE SMALL VILLAGE
 QA0747'OF CLAYTON.  CONTINUE WESTERLY ON U.S. HIGHWAY 93 FOR 24.4
 QA0747'MILES TO A BRIDGE OVER BASIN CREEK AND THE END OF TRUCK TRAVEL.
 QA0747'FROM THE EAST END OF THE BRIDGE, PACK NORTH-NORTHWESTERLY UP
 QA0747'THE RIDGE FOR ABOUT 800 FEET TO A ROCKY OUTCROPPING.  PASS
 QA0747'AROUND THE OUTCROPPING AND PACK ABOUT 125 FEET TO A SECOND
 QA0747'OUTCROPPING AND THE STATION.  PACKING TIME FOR AN OBSERVING
 QA0747'PARTY IS ABOUT 40 MINUTES.
 QA0747'
 QA0747'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0662 ***********************************************************************
 OX0662  DESIGNATION -  COAL
 OX0662  PID         -  OX0662
 OX0662  STATE/COUNTY-  ID/TETON
 OX0662  USGS QUAD   -  PACKSADDLE LAKE (1965)
 OX0662
 OX0662                         *CURRENT SURVEY CONTROL
 OX0662  ___________________________________________________________________
 OX0662* NAD 83(1992)-  43 45 49.55292(N)    111 19 13.57208(W)     ADJUSTED  
 OX0662* NAVD 88     -      2305.9    (meters)    7565.     (feet)  VERTCON   
 OX0662  ___________________________________________________________________
 OX0662  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 OX0662  GEOID HEIGHT-         -10.05  (meters)                     GEOID03
 OX0662
 OX0662  HORZ ORDER  -  THIRD
 OX0662
 OX0662.The horizontal coordinates were established by classical geodetic methods
 OX0662.and adjusted by the National Geodetic Survey in July 1992..
 OX0662
 OX0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0662
 OX0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0662
 OX0662.The geoid height was determined by GEOID03.
 OX0662
 OX0662;                    North         East     Units Scale Factor Converg.
 OX0662;SPC ID E     -   233,296.547   268,138.133   MT  1.00000445   +0 35 07.3
 OX0662;UTM  12      - 4,845,685.139   474,207.552   MT  0.99960818   -0 13 17.9
 OX0662
 OX0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0662!SPC ID E     -   0.99964012  x   1.00000445  =   0.99964457
 OX0662!UTM  12      -   0.99964012  x   0.99960818  =   0.99924844
 OX0662
 OX0662:                Primary Azimuth Mark                     Grid Az
 OX0662:SPC ID E     -  GARNS                                    184 29 31.2
 OX0662:UTM  12      -  GARNS                                    185 17 56.4
 OX0662
 OX0662|---------------------------------------------------------------------|
 OX0662| PID    Reference Object                     Distance      Geod. Az  |
 OX0662|                                                           dddmmss.s |
 OX0662| OX0653 GARNS                               APPROX.11.2 KM 1850438.5 |
 OX0662|---------------------------------------------------------------------|
 OX0662
 OX0662                          SUPERSEDED SURVEY CONTROL
 OX0662
 OX0662  NAD 83(1986)-  43 45 49.54839(N)    111 19 13.55471(W) AD(       ) 3
 OX0662  NAD 27      -  43 45 49.84656(N)    111 19 10.74320(W) AD(       ) 3
 OX0662  NGVD 29 (07/19/86) 2304.6    (m)         7561.     (f) VERT ANG       
 OX0662
 OX0662.Superseded values are not recommended for survey control.
 OX0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0662.See file dsdata.txt to determine how the superseded data were derived.
 OX0662
 OX0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7420845685(NAD 83)
 OX0662_MARKER: DD = SURVEY DISK
 OX0662_SETTING: 66 = SET IN ROCK OUTCROP
 OX0662_SP_SET: SET IN ROCK OUTCROP
 OX0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0662+STABILITY: POSITION/ELEVATION WELL
 OX0662
 OX0662  HISTORY     - Date     Condition        Report By
 OX0662  HISTORY     - 1941     MONUMENTED       USGS
 OX0662
 OX0662                          STATION DESCRIPTION
 OX0662
 OX0662'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 OX0662'LOCATED 2.5 MI. N. AND 11 MI. W. OF DRIGGS, 0.5 MI. NW. OF PACKSADDLE
 OX0662'ROAD, ON SUMMIT OF RIDGE WHICH SLOPES GRADUALLY TO N. AND OVERLOOKS
 OX0662'ROCKY BLUFF ON S.
 OX0662'
 OX0662'TO REACH FROM TETONIA POST OFFICE, DRIVE S. ON GRAVEL RD. 2.2 MI. TO
 OX0662'THE SITE OF CACHE, TURN RIGHT AND FOLLOW MAIN RD. W. FOR 7 MI. TO RD.
 OX0662'FORK, TURN LEFT (SW.) AND FOLLOW MAIN TRAVELED RD. 2.3 MI. TO TRACK
 OX0662'RD. RIGHT AFTER CROSSING DRAIN, TURN RIGHT AND FOLLOW TRACK RD. 1.8
 OX0662'MI. TO CLEARING ON TOP.  STATION IS VISIBLE FROM HERE TO THE E. AND
 OX0662'LOWER.  PACK E. ALONG RIDGELINE TO STATION.  ABOUT A 20 MINUTE PACK.
 OX0662'FOUR WHEEL DRIVE RECOMMENDED FOR LAST 1.8 MI.
 OX0662'
 OX0662'STATION MARK--STANDARD TABLET, STAMPED ---COAL 1941---, CEMENTED IN
 OX0662'ROCK OUTCROP.
 OX0662'
 OX0662'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---COAL
 OX0662'NO 1 1941---, CEMENTED IN OUTCROP.
 OX0662'
 OX0662'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---COAL
 OX0662'NO 2 1941---, CEMENTED IN OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1223 ***********************************************************************
 QB1223  DESIGNATION -  COBB
 QB1223  PID         -  QB1223
 QB1223  STATE/COUNTY-  ID/WASHINGTON
 QB1223  USGS QUAD   -  OLDS FERRY (1974)
 QB1223
 QB1223                         *CURRENT SURVEY CONTROL
 QB1223  ___________________________________________________________________
 QB1223* NAD 83(1992)-  44 16 32.24955(N)    117 09 02.73972(W)     ADJUSTED  
 QB1223* NAVD 88     -      1111.4    (meters)    3646.     (feet)  VERTCON   
 QB1223  ___________________________________________________________________
 QB1223  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 QB1223  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 QB1223
 QB1223  HORZ ORDER  -  SECOND
 QB1223
 QB1223.The horizontal coordinates were established by classical geodetic methods
 QB1223.and adjusted by the National Geodetic Survey in July 1992..
 QB1223
 QB1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1223
 QB1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1223
 QB1223.The geoid height was determined by GEOID03.
 QB1223
 QB1223;                    North         East     Units Scale Factor Converg.
 QB1223;SPC ID W     -   290,769.898   688,178.858   MT  1.00008706   -0 58 40.8
 QB1223;SPC OR N     -    73,211.733 2,767,310.438   MT  1.00001503   +2 22 30.8
 QB1223;SPC OR N     -   240,195.97  9,079,102.49   iFT  1.00001503   +2 22 30.8
 QB1223;SPC OR S     -   295,177.231 1,767,333.589   MT  1.00008176   +2 17 28.9
 QB1223;SPC OR S     -   968,429.24  5,798,338.55   iFT  1.00008176   +2 17 28.9
 QB1223;UTM  11      - 4,902,497.680   487,968.964   MT  0.99960178   -0 06 18.9
 QB1223
 QB1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1223!SPC ID W     -   0.99982846  x   1.00008706  =   0.99991551
 QB1223!SPC OR N     -   0.99982846  x   1.00001503  =   0.99984349
 QB1223!SPC OR S     -   0.99982846  x   1.00008176  =   0.99991021
 QB1223!UTM  11      -   0.99982846  x   0.99960178  =   0.99943031
 QB1223
 QB1223|---------------------------------------------------------------------|
 QB1223| PID    Reference Object                     Distance      Geod. Az  |
 QB1223|                                                           dddmmss.s |
 QB1223| CD6245 COBB RM 2                             9.005 METERS 10708     |
 QB1223| CD6243 COBB AZ MK                                         3380306.8 |
 QB1223| QB1221 SALT LAKE PORTLAND AWY BCN 36       APPROX. 5.9 KM 3473226.0 |
 QB1223| CD6244 COBB RM 1                            17.900 METERS 34803     |
 QB1223|---------------------------------------------------------------------|
 QB1223
 QB1223                          SUPERSEDED SURVEY CONTROL
 QB1223
 QB1223  NAD 83(1991)-  44 16 32.24951(N)    117 09 02.73974(W) AD(       ) 2
 QB1223  NAD 83(1986)-  44 16 32.24965(N)    117 09 02.74141(W) AD(       ) 2
 QB1223  NAD 27      -  44 16 32.66600(N)    117 08 59.12000(W) AD(       ) 2
 QB1223  NGVD 29 (07/19/86) 1110.4    (m)         3643.     (f) VERT ANG       
 QB1223
 QB1223.Superseded values are not recommended for survey control.
 QB1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1223.See file dsdata.txt to determine how the superseded data were derived.
 QB1223
 QB1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK8796902498(NAD 83)
 QB1223_MARKER: Z = SEE DESCRIPTION
 QB1223_SETTING: 0 = UNSPECIFIED SETTING
 QB1223
 QB1223  HISTORY     - Date     Condition        Report By
 QB1223  HISTORY     - 1945     MONUMENTED       CGS
 QB1223  HISTORY     - 1983     GOOD             LOCENG
 QB1223
 QB1223                          STATION DESCRIPTION
 QB1223
 QB1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1223'THE STATION IS LOCATED ABOUT 11 MILES WNW OF WEISER, ABOUT
 QB1223'1-1/2 MILES N OF COBB, A SIDING ON THE UNION PACIFIC RAILROAD,
 QB1223'AND ON THE NEXT TO HIGHEST MOUNTAIN IN THE VICINITY.
 QB1223'
 QB1223'STATION MARK IS A BRONZE STATION DISK STAMPED COBB 1945 AND
 QB1223'SET IN BEDROCK ABOUT 6 INCHES UNDER THE GROUND.  THE MARK IS
 QB1223'6.960 METERS E OF A BOULDER AND ON THE HIGHEST PART OF THE
 QB1223'HILL.  NO UNDERGROUND MARK WAS SET.
 QB1223'
 QB1223'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED COBB NO
 QB1223'1 1945 AND SET IN OUTCROP PROJECTING ABOUT 2 FEET.  IT IS IN
 QB1223'THE CENTER OF A ROCK ABOUT 8 FEET LONG AND 2 FEET WIDE, 22 FEET
 QB1223'S OF THE SHOULDER OF THE MOUNTAIN, AND ABOUT THE SAME ELEVATION
 QB1223'AS THE STATION.
 QB1223'
 QB1223'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED COBB NO
 QB1223'2 1945 AND SET IN OUTCROP ROCK PROJECTING ABOUT 2 FEET.  IT
 QB1223'IS ON THE E SHOULDER OF THE MOUNTAIN AND ABOUT THE SAME
 QB1223'ELEVATION AS THE STATION.
 QB1223'
 QB1223'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED COBB 1945
 QB1223'AND SET IN A LARGE OUTCROP.  IT IS 300 FEET N OF E AND W FENCE
 QB1223'CROSSING THE RIDGE, ON THE E SIDE OF A PEAK, AND ABOUT 4 FEET
 QB1223'LOWER THAN THE TOP OF THE PEAK.
 QB1223'
 QB1223'TO REACH THE STATION FROM WEISER AT COMMERCIAL AND STATE STREETS,
 QB1223'GO W ON COMMERCIAL STREET (U.S. HIGHWAY 30N) FOR 0.5 MILE TO
 QB1223'RAILROAD, CROSS RAILROAD TRACKS AND TURN RIGHT, W, AND FOLLOW
 QB1223'PAVED ROAD FOR 5.8 MILES TO THE END OF THE PAVEMENT.  TURN
 QB1223'RIGHT, N, FOR 1 MILE, AND AT ROAD TO LEFT GO LEFT, W, FOLLOWING
 QB1223'THE ROAD AROUND THE S SIDE OF THE MOUNTAIN FOR 3.5 MILES TO
 QB1223'A DIM TRACK ROAD TO THE RIGHT UP HILL.  TURN RIGHT, N, AND
 QB1223'FOLLOW THE OLD MINING ROAD ABOUT 2 MILES TO THE END OF TRUCK
 QB1223'TRAVEL, THENCE PACK UP HILL W TO A LARGE OUTCROP AND THE
 QB1223'STATION AS DESCRIBED.
 QB1223
 QB1223                          STATION RECOVERY (1983)
 QB1223
 QB1223'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 QB1223'COBB 1945 RECOVERED GOOD.
 QB1223'
 QB1223'THE STA. MARK, R.M. 1 (STAMPED COBB NO 1 1945), AND R.M. 2 (STAMPED
 QB1223'COBB NO 2 1945) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QB1223'DIST. FROM R.M. 1 TO R.M. 2 (77.51 FT) CHECKS.  PLACED ORANGE SIGN
 QB1223'POST 5.6 FT. WEST OF STA. MARK.  BASALT IN THE VICINITY OF THE
 QB1223'AZIMUTH MARK IS EXTREMELY FRACTURED.  THE AZIMUTH MARK DISK HAS
 QB1223'BEEN PRIED OUT OF ITS DRILL HOLE AND HAS BEEN REMOVED FROM THE
 QB1223'SITE.  TO REACH STA. FROM JUNCTION OF U.S. HWY. 30N AND STATE HWY.
 QB1223'70 IN WEISER, GO WESTERLY ON HWY 70 FOR 5.4 MILES TO SIDE
 QB1223'ROAD ON RT.  TURN RT. (N) FOR 1.0 MI. TO CROSS ROAD.  TURN LT.
 QB1223'(W) FOR 2.5 MI.  TO END OF TRUCK TRAVEL.  PACK WEST UP HILL TO
 QB1223'SUMMIT OF INDIAN MTN. AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0920 ***********************************************************************
 OY0920  FBN         -  This is a Federal Base Network Control Station.
 OY0920  DESIGNATION -  COBBLE
 OY0920  PID         -  OY0920
 OY0920  STATE/COUNTY-  ID/BUTTE
 OY0920  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY0920
 OY0920                         *CURRENT SURVEY CONTROL
 OY0920  ___________________________________________________________________
 OY0920* NAD 83(1999)-  43 30 29.42107(N)    112 55 12.44330(W)     ADJUSTED  
 OY0920* NAVD 88     -      1513.969  (meters)    4967.08   (feet)  ADJUSTED  
 OY0920  ___________________________________________________________________
 OY0920  X           -  -1,804,838.367 (meters)                     COMP
 OY0920  Y           -  -4,268,467.944 (meters)                     COMP
 OY0920  Z           -   4,369,654.285 (meters)                     COMP
 OY0920  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 OY0920  ELLIP HEIGHT-        1501.81  (meters)          (09/01/00) GPS OBS
 OY0920  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 OY0920  DYNAMIC HT  -        1513.173 (meters)    4964.47  (feet)  COMP
 OY0920  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 OY0920
 OY0920  HORZ ORDER  -  A
 OY0920  VERT ORDER  -  FIRST     CLASS II
 OY0920  ELLP ORDER  -  THIRD     CLASS I
 OY0920
 OY0920.The horizontal coordinates were established by GPS observations
 OY0920.and adjusted by the National Geodetic Survey in September 2000..
 OY0920.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0920.DATUM ITEM on the data sheet items page.
 OY0920
 OY0920.The orthometric height was determined by differential leveling
 OY0920.and adjusted by the National Geodetic Survey in December 1992..
 OY0920.WARNING-GPS observations at this control monument resulted in a GPS
 OY0920.derived orthometric height which differed from the leveled height by
 OY0920.more than one decimeter (0.1 meter).
 OY0920
 OY0920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0920
 OY0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0920
 OY0920.The ellipsoidal height was determined by GPS observations
 OY0920.and is referenced to NAD 83.
 OY0920
 OY0920.The geoid height was determined by GEOID03.
 OY0920
 OY0920.The dynamic height is computed by dividing the NAVD 88
 OY0920.geopotential number by the normal gravity value computed on the
 OY0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0920.degrees latitude (g = 980.6199 gals.).
 OY0920
 OY0920.The modeled gravity was interpolated from observed gravity values.
 OY0920
 OY0920;                    North         East     Units Scale Factor Converg.
 OY0920;SPC ID C     -   205,118.936   587,320.755   MT  1.00004113   +0 44 36.6
 OY0920;SPC ID E     -   204,828.181   139,074.275   MT  0.99999301   -0 31 07.5
 OY0920;UTM  12      - 4,819,039.868   344,788.313   MT  0.99989633   -1 19 19.9
 OY0920
 OY0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0920!SPC ID C     -   0.99976455  x   1.00004113  =   0.99980567
 OY0920!SPC ID E     -   0.99976455  x   0.99999301  =   0.99975756
 OY0920!UTM  12      -   0.99976455  x   0.99989633  =   0.99966090
 OY0920
 OY0920|---------------------------------------------------------------------|
 OY0920| PID    Reference Object                     Distance      Geod. Az  |
 OY0920|                                                           dddmmss.s |
 OY0920| OY1200 COBBLE RM 1                          13.763 METERS 22225     |
 OY0920| OY0929 NATIONAL REACTR SITE EBR 1 MST      APPROX. 7.0 KM 2725829.1 |
 OY0920| OY1199 COBBLE AZ MK                                       2824608.2 |
 OY0920| OY1201 COBBLE RM 2                           8.162 METERS 28730     |
 OY0920| OY0916 NATIONAL REACTOR SITE CFA MAST      APPROX. 3.1 KM 3202533.5 |
 OY0920| OY0917 NATIONAL REACTOR SITE MTR TANK      APPROX. 9.5 KM 3393139.0 |
 OY0920| OY0919 NATIONAL REACTOR SITE CPP STK       APPROX. 7.2 KM 3511531.3 |
 OY0920|---------------------------------------------------------------------|
 OY0920
 OY0920                          SUPERSEDED SURVEY CONTROL
 OY0920
 OY0920  NAD 83(1992)-  43 30 29.42028(N)    112 55 12.44149(W) AD(       ) A
 OY0920  ELLIP H (05/15/92) 1501.89   (m)                       GP(       ) 4 2
 OY0920  NAD 83(1986)-  43 30 29.41282(N)    112 55 12.42718(W) AD(       ) 2
 OY0920  NAD 27      -  43 30 29.74710(N)    112 55 09.44660(W) AD(       ) 2
 OY0920  NAVD 88 (01/29/98) 1513.97   (m)         4967.1    (f) LEVELING    3  
 OY0920  NAVD 88 (03/30/95) 1513.97   (m)         4967.1    (f) LEVELING    3  
 OY0920  NGVD 29 (08/20/92) 1512.920  (m)         4963.64   (f) ADJUSTED    1 2
 OY0920
 OY0920.Superseded values are not recommended for survey control.
 OY0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0920.See file dsdata.txt to determine how the superseded data were derived.
 OY0920
 OY0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP4478819040(NAD 83)
 OY0920_MARKER: DS = TRIANGULATION STATION DISK
 OY0920_SETTING: 66 = SET IN ROCK OUTCROP
 OY0920_SP_SET: CONCRETE IN ROCK OUTCROP
 OY0920_STAMPING: COBBLE 1949
 OY0920_MARK LOGO: USE   
 OY0920_PROJECTION: PROJECTING 1 CENTIMETERS
 OY0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0920+STABILITY: POSITION/ELEVATION WELL
 OY0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0920+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 OY0920
 OY0920  HISTORY     - Date     Condition        Report By
 OY0920  HISTORY     - 1949     MONUMENTED       USE
 OY0920  HISTORY     - 1960     GOOD             CGS
 OY0920  HISTORY     - 1973     SEE DESCRIPTION  USGS
 OY0920  HISTORY     - 19880602 GOOD             NGS
 OY0920  HISTORY     - 19900926 GOOD             NGS
 OY0920  HISTORY     - 19910924 GOOD             NGS
 OY0920  HISTORY     - 19920531 GOOD             NGS
 OY0920  HISTORY     - 19940721 GOOD             NGS
 OY0920  HISTORY     - 19940802 GOOD             NGS
 OY0920  HISTORY     - 19960520 GOOD             EQUINO
 OY0920  HISTORY     - 19960822 GOOD             NGS
 OY0920  HISTORY     - 19990506 GOOD             NGS
 OY0920  HISTORY     - 20020907 GOOD             NGS
 OY0920  HISTORY     - 20050618 GOOD             DJC
 OY0920
 OY0920                          STATION DESCRIPTION
 OY0920
 OY0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0920'THE STATION IS ABOUT 7 MILES NORTHWEST OF ATOMIC CITY, 2-1/2
 OY0920'MILES SOUTHEAST OF THE NATIONAL REACTOR TESTING STATION
 OY0920'HEADQUARTERS, 1-1/2 MILES WEST OF THE JUNCTION OF U.S.
 OY0920'HIGHWAYS 20 AND 26, ON THE SOUTH RIGHT-OF-WAY OF HIGHWAYS
 OY0920'20 AND 26, IN R 30 E, T 2 N, AND ON THE HIGHEST POINT IN
 OY0920'THE IMMEDIATE VICINITY.
 OY0920'
 OY0920'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 OY0920'20 AND 26 AND STATE HIGHWAY 22, 7.2 MILES SOUTHEAST OF ARCO,
 OY0920'GO SOUTHEAST ON HIGHWAYS 20 AND 26 FOR 10.6 MILES TO A CROSSROADS.
 OY0920'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 1.9 MILES TO A RAILROAD
 OY0920'CROSSING, CONTINUE SOUTHEAST ON THE HIGHWAY FOR 1.4 MILES
 OY0920'TO THE AZIMUTH MARK ON THE LEFT AT THE TOP OF A GRADE.
 OY0920'CONTINUE SOUTHEAST FOR 0.6 MILE TO THE TOP OF A GRADE AND
 OY0920'THE STATION ON THE RIGHT.
 OY0920'
 OY0920'THE STATION MARK IS A BRONZE DISK OF THE CORPS OF ENGINEERS,
 OY0920'DEPARTMENT OF THE ARMY, CEMENTED IN TOP OF A 10 BY 10 INCH
 OY0920'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 221 FEET SOUTH
 OY0920'OF THE CENTER OF HIGHWAYS 20 AND 26, 115.5 FEET SOUTHWEST
 OY0920'OF THE EAST END OF A DRIFT FENCE, 540.5 FEET NORTHEAST OF THE
 OY0920'MOST EASTERLY ONE OF TWO POWERLINE POLES AND 67 FEET SOUTH
 OY0920'OF THE DRIFT FENCE.  THE DISK IS STAMPED COBBLE 1949.
 OY0920'
 OY0920'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COBBLE USE NO 1 1960,
 OY0920'CEMENTED IN A DRILL HOLE IN A 4 BY 4 FOOT ROCK OUTCROP FLUSH
 OY0920'WITH THE GROUND.  IT IS 250 FEET SOUTH OF THE CENTER OF
 OY0920'HIGHWAY, 158.5 FEET SOUTHWEST OF THE EAST END OF THE DRIFT
 OY0920'FENCE AND 103 FEET SOUTH OF THE DRIFT FENCE.
 OY0920'
 OY0920'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COBBLE USE NO 2 1960,
 OY0920'CEMENTED IN A DRILL HOLE IN A 12 BY 15 INCH ROCK OUTCROP
 OY0920'WHICH PROJECTS 2 INCHES.  IT IS 212 FEET SOUTH OF THE CENTER
 OY0920'OF HIGHWAY, 130 FEET SOUTHWEST OF THE EAST END OF THE DRIFT
 OY0920'FENCE AND 58 FEET SOUTH OF THE DRIFT FENCE.
 OY0920'
 OY0920'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COBBLE USE 1960,
 OY0920'CEMENTED IN A DRILL HOLE IN A 18 BY 20 INCH ROCK OUTCROP
 OY0920'FLUSH WITH THE GROUND.  IT IS 134 FEET NORTH OF THE CENTER OF
 OY0920'HIGHWAY, 72.4 FEET SOUTH OF TELEPHONE POLE NO. 9, 137 FEET
 OY0920'SOUTHWEST OF TELEPHONE POLE NO. 8 AND 200 FEET EAST AND 8 FEET
 OY0920'LOWER THAN THE HIGHEST POINT OF THE HILL.  A METAL WITNESS
 OY0920'SIGNPOST WAS SET 17.5 FEET SOUTH OF THE MARK.
 OY0920
 OY0920                          STATION RECOVERY (1973)
 OY0920
 OY0920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (HGB)
 OY0920'SEE USGS LEVELS DESCRIPTION 1973.  USGS LEVELS ELEVATION
 OY0920'1973.
 OY0920
 OY0920                          STATION RECOVERY (1988)
 OY0920
 OY0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DW)
 OY0920'OTHER ALIASES INCLUDE NN 323 AND DOD 2012-0. STATION IS ON LAND OF THE
 OY0920'IDAHO NATIONAL ENGINEERING LABORATORY (INEL) .  STATION IS 21.0 MI
 OY0920'(33.8 KM) ESE OF BUTTE COUNTY COURTHOUSE IN ARCO, IDAHO.  TO ACCESS
 OY0920'FROM EXIT 118 OF INTERSTATE 15 IN IDAHO FALLS, GO WEST ON US 20.  GO
 OY0920'43.0 MI (69.2 KM) TO INTERSECTION WITH US 26 AND E PORTLAND AVENUE.
 OY0920'CONTINUE WEST ON US 20/26 FOR 1.55 MI (2.49 KM) TO STATION ON LEFT.
 OY0920'THIS IS 21.7 MI (34.9 KM) EAST ALONG US 20/26 FROM US 93 IN ARCO AND
 OY0920'1.9 MI (3.1 KM) EAST OF A GOVERNMENT RAILROAD CROSSING AND 0.17 MI
 OY0920'(0.27 KM) EAST OF A CROSSING OF THE EASTERLY OF TWO TRANSMISSION
 OY0920'LINES.  STATION IS 66.7 M (218.8 FT) NORTH OF CENTER OF HIGHWAY, 17.1
 OY0920'M (56.1 FT) SW OF YELLOW, DOE NO TRESPASSING, METAL SIGNPOST, NORTH OF
 OY0920'A BEND IN TRANSMISSION LINE, 6.4 M (21.0 FT) SOUTH OF A WITNESS POST,
 OY0920'AND ON THE HIGHEST LOCAL KNOLL.  DISK IS CEMENTED IN A CONCRETE POST
 OY0920'ON A RUBBLY BASALT (LAVA) FLOW.  STATION IS 8.2 M (26.9 FT) EAST OF RM
 OY0920'2 AND ABOUT 15 M (49.2 FT) NE OF RM 1.  A REMOVABLE WOODEN TRIPOD IS
 OY0920'OVER THE MARK.
 OY0920
 OY0920                          STATION RECOVERY (1990)
 OY0920
 OY0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY0920'STATION IS LOCATED ABOUT 11.3 KM (7.02 MI) NORTHWEST FROM ATOMIC CITY,
 OY0920'3.2 KM (1.99 MI) WEST OF THE JUNCTION OF U.S. HIGHWAYS 20 AND 26, 4.0
 OY0920'KM (2.49 MI) SOUTHEAST FROM THE IDAHO NATIONAL ENGINEERING LABORATORY
 OY0920'(INEL) CENTRAL FACILITIES.  OWNERSHIP--IDAHO NATIONAL ENGINEERING
 OY0920'LABORATORY.  A SECURITY CLEARENCE IS NEEDED TO USE THIS STATION.
 OY0920'CONTACT RICHARD SMITH OF EG G IDAHO, INC., P.O. BOX 1625, IDAHO FALLS,
 OY0920'ID 83415, PHONE (208) 526-9896.
 OY0920'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 20, 26 AND 93 IN ARCO. GO
 OY0920'SOUTH AND EAST ON U.S. HIGHWAYS 20 AND 26 FOR 12.3 KM (7.64 MI) TO
 OY0920'THE JUNCTION OF STATE HIGHWAYS 22 AND 33.  CONTINUE SOUTHEAST ON U.S.
 OY0920'HIGHWAYS 20 AND 26 FOR 20.4 KM (12.68 MI) TO THE U.S. GOVERNMENT
 OY0920'RAILROAD CROSSING.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR 3.1 KM
 OY0920'(1.93 MI) TO THE MARK ON THE RIGHT AT TOP OF THE HIGHEST POINT IN THE
 OY0920'IMMEDIATE VICINITY.
 OY0920'THE STATION MARK IS SET 66.7 M (218.83 FT) SOUTH FROM THE CENTERLINE
 OY0920'OF THE HIGHWAY, 17.1 M (56.10 FT) SOUTHWEST FROM A YELLOW DOE --NO
 OY0920'TRESSPASSING-- SIGN, 13.8 M (45.28 FT) NORTHEAST FROM RM 1, 8.2 M
 OY0920'(26.90 FT) SOUTHEAST FROM RM 2 AND 6.4 M (21.00 FT) SOUTH FROM A
 OY0920'WITNESS POST.
 OY0920'NOTE--THIS MARK IS ALSO A GRAVITY STATION.
 OY0920
 OY0920                          STATION RECOVERY (1991)
 OY0920
 OY0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OY0920'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTHWEST FROM ATOMIC
 OY0920'CITY, 4.0 KM (2.5 MI) SOUTHEAST FROM THE IDAHO NATIONAL ENGINEERING
 OY0920'LABORATORY (INEL) CENTRAL FACILITIES AND 3.2 KM (2.0 MI) WEST OF THE
 OY0920'JUNCTION OF U.S. HIGHWAYS 20 AND 26.  OWNERSHIP--IDAHO NATIONAL
 OY0920'ENGINEERING LABORATORY.  NOTE--SECURITY CLEARANCE IS NEEDED TO USE
 OY0920'THIS STATION.  CONTACT--RICHARD SMITH, EG AND G IDAHO INC, P.O. BOX
 OY0920'1625, IDAHO FALLS ID 83415, PHONE 208-526-9896.
 OY0920'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 26 AND 93
 OY0920'IN ARCO, GO SOUTHEAST ON HIGHWAYS 20 AND 26 FOR 12.3 KM (7.6 MI) TO
 OY0920'THE JUNCTION OF U.S. HIGHWAYS 22 AND 33.  CONTINUE AHEAD, SOUTHEAST
 OY0920'ON HIGHWAYS 20 AND 26 FOR 20.4 KM (12.7 MI) TO THE U.S. GOVERNMENT
 OY0920'RAILROAD CROSSING.  CONTINUE AHEAD, SOUTHEAST ON THE HIGHWAY FOR 3.1
 OY0920'KM (1.9 MI) TO THE STATION ON THE RIGHT, ON TOP OF THE HIGHEST POINT
 OY0920'IN THE VICINITY.
 OY0920'THE STATION IS A STANDARD DISK SET IN A MASS OF CONCRETE IN A
 OY0920'DEPRESSION IN A ROCK OUTCROP, THAT PROJECTS 2 CM.  LOCATED 66.7 M
 OY0920'(218.8 FT) SOUTH FROM THE CENTER OF THE HIGHWAY, 17.1 M (56.1 FT)
 OY0920'SOUTHWEST FROM A YELLOW SIGN --NO TRESPASSING--, 13.8 M (45.3 FT)
 OY0920'NORTHEAST FROM RM 1, 8.2 M (26.9 FT) EAST FROM RM 2 AND 6.4 M
 OY0920'(21.0 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 OY0920
 OY0920                          STATION RECOVERY (1992)
 OY0920
 OY0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0920'35.3 KM (21.95 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY0920'OF U.S. HIGHWAY 93 IN ARCO, NEAR THE SOUTH END OF A 15 BY 20-FOOT
 OY0920'AREA OF OUTCROPPING BEDROCK, 66.1 M (216.9 FT) SOUTH OF THE HIGHWAY
 OY0920'CENTERLINE, 13.7 M (44.9 FT) NORTHEAST OF REFERENCE MARK 1, 8.1 M
 OY0920'(26.6 FT) EAST OF REFERENCE MARK 2, 6.5 M (21.3 FT) SOUTH-SOUTHEAST
 OY0920'OF A WITNESS POST, AND 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 OY0920
 OY0920                          STATION RECOVERY (1994)
 OY0920
 OY0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 OY0920'RECOVERED AS DESCRIBED.
 OY0920
 OY0920                          STATION RECOVERY (1994)
 OY0920
 OY0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 OY0920'RECOVERED AS DESCRIBED.
 OY0920
 OY0920                          STATION RECOVERY (1996)
 OY0920
 OY0920'RECOVERY NOTE BY EQUINOX INC 1996 (RB)
 OY0920'RECOVERED AS DESCRIBED.
 OY0920
 OY0920                          STATION RECOVERY (1996)
 OY0920
 OY0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 OY0920'RECOVERED AS DESCRIBED BY J.A.  SWALLOW.
 OY0920
 OY0920                          STATION RECOVERY (1999)
 OY0920
 OY0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OY0920'RECOVERED AS DESCRIBED.  LOCATED ABOUT 37 KM (23.00 MI) SOUTHWEST OF
 OY0920'ARCO, 0.64 KM (0.40 MI) SOUTHEAST OF HIGHWAY MILEPOST 270 AND 2.57 KM
 OY0920'(1.60 MI) NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 20 AND 26.
 OY0920'NOTE--CONTACT MR. KIM JENSON, US DEPARTMENT OF ENERGY FACILITY
 OY0920'SECURITY OFFICE, PHONE 208-526-6259, 3 DAYS IN ADVANCE FOR PERMISSION
 OY0920'TO OCCUPY THIS STATION.
 OY0920
 OY0920                          STATION RECOVERY (2002)
 OY0920
 OY0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 OY0920'INEL IS NOW IDAHO NATIONAL ENGINEERINGA ND ENVIRONMENTAL LABORATORY.
 OY0920
 OY0920                          STATION RECOVERY (2005)
 OY0920
 OY0920'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 OY0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1199 ***********************************************************************
 OY1199  DESIGNATION -  COBBLE AZ MK
 OY1199  PID         -  OY1199
 OY1199  STATE/COUNTY-  ID/BUTTE
 OY1199  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1199
 OY1199                         *CURRENT SURVEY CONTROL
 OY1199  ___________________________________________________________________
 OY1199* NAD 83(1986)-  43 30 36.     (N)    112 55 54.     (W)     SCALED    
 OY1199* NAVD 88     -      1509.123  (meters)    4951.18   (feet)  ADJUSTED  
 OY1199  ___________________________________________________________________
 OY1199  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 OY1199  DYNAMIC HT  -        1508.328 (meters)    4948.57  (feet)  COMP
 OY1199  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 OY1199
 OY1199  VERT ORDER  -  FIRST     CLASS II
 OY1199
 OY1199.The horizontal coordinates were scaled from a topographic map and have
 OY1199.an estimated accuracy of +/- 6 seconds.
 OY1199
 OY1199.The orthometric height was determined by differential leveling
 OY1199.and adjusted by the National Geodetic Survey in December 1992..
 OY1199
 OY1199.The geoid height was determined by GEOID03.
 OY1199
 OY1199.The dynamic height is computed by dividing the NAVD 88
 OY1199.geopotential number by the normal gravity value computed on the
 OY1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1199.degrees latitude (g = 980.6199 gals.).
 OY1199
 OY1199.The modeled gravity was interpolated from observed gravity values.
 OY1199
 OY1199;                    North         East    Units  Estimated Accuracy
 OY1199;SPC ID C     -   205,310.      586,390.      MT  (+/- 180 meters Scaled)
 OY1199
 OY1199                          SUPERSEDED SURVEY CONTROL
 OY1199
 OY1199  NGVD 29 (08/20/92) 1508.072  (m)         4947.73   (f) ADJUSTED    1 2
 OY1199
 OY1199.Superseded values are not recommended for survey control.
 OY1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1199.See file dsdata.txt to determine how the superseded data were derived.
 OY1199
 OY1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP438192(NAD 83)
 OY1199_MARKER: DZ = AZIMUTH MARK DISK
 OY1199_SETTING: 80 = SET IN A BOULDER
 OY1199_SP_SET: IN DRILL HOLE IN A BOULDER
 OY1199_STAMPING: COBBLE USE 1960 AZ
 OY1199_MARK LOGO: CGS   
 OY1199_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1199+STABILITY: SURFACE MOTION
 OY1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1199+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1199
 OY1199  HISTORY     - Date     Condition        Report By
 OY1199  HISTORY     - 1960     MONUMENTED       CGS
 OY1199  HISTORY     - 19920531 GOOD             NGS
 OY1199
 OY1199                          STATION DESCRIPTION
 OY1199
 OY1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1199'34.4 KM (21.35 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1199'OF U.S. HIGHWAY 93 IN ARCO, NEAR THE CENTER OF A 1 BY 1-FOOT
 OY1199'PARTIALLY EXPOSED BOULDER, 41.3 M (135.5 FT) NORTH OF THE HIGHWAY
 OY1199'CENTERLINE, 5.4 M (17.7 FT) NORTH-NORTHWEST OF A WITNESS POST
 OY1199'SURROUNDED BY A CAIRN, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 OY1199'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1200 ***********************************************************************
 OY1200  DESIGNATION -  COBBLE RM 1
 OY1200  PID         -  OY1200
 OY1200  STATE/COUNTY-  ID/BUTTE
 OY1200  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1200
 OY1200                         *CURRENT SURVEY CONTROL
 OY1200  ___________________________________________________________________
 OY1200* NAD 83(1986)-  43 30 29.     (N)    112 55 12.     (W)     SCALED    
 OY1200* NAVD 88     -      1513.423  (meters)    4965.29   (feet)  ADJUSTED  
 OY1200  ___________________________________________________________________
 OY1200  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 OY1200  DYNAMIC HT  -        1512.627 (meters)    4962.68  (feet)  COMP
 OY1200  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 OY1200
 OY1200  VERT ORDER  -  FIRST     CLASS II
 OY1200
 OY1200.The horizontal coordinates were scaled from a topographic map and have
 OY1200.an estimated accuracy of +/- 6 seconds.
 OY1200
 OY1200.The orthometric height was determined by differential leveling
 OY1200.and adjusted by the National Geodetic Survey in December 1992..
 OY1200
 OY1200.The geoid height was determined by GEOID03.
 OY1200
 OY1200.The dynamic height is computed by dividing the NAVD 88
 OY1200.geopotential number by the normal gravity value computed on the
 OY1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1200.degrees latitude (g = 980.6199 gals.).
 OY1200
 OY1200.The modeled gravity was interpolated from observed gravity values.
 OY1200
 OY1200;                    North         East    Units  Estimated Accuracy
 OY1200;SPC ID C     -   205,110.      587,330.      MT  (+/- 180 meters Scaled)
 OY1200
 OY1200                          SUPERSEDED SURVEY CONTROL
 OY1200
 OY1200  NGVD 29 (08/20/92) 1512.374  (m)         4961.85   (f) ADJUSTED    1 2
 OY1200
 OY1200.Superseded values are not recommended for survey control.
 OY1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1200.See file dsdata.txt to determine how the superseded data were derived.
 OY1200
 OY1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP447190(NAD 83)
 OY1200_MARKER: DR = REFERENCE MARK DISK
 OY1200_SETTING: 66 = SET IN ROCK OUTCROP
 OY1200_SP_SET: BEDROCK
 OY1200_STAMPING: COBBLE USE NO 1 1960
 OY1200_MARK LOGO: CGS   
 OY1200_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1200+STABILITY: POSITION/ELEVATION WELL
 OY1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1200+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 OY1200
 OY1200  HISTORY     - Date     Condition        Report By
 OY1200  HISTORY     - 1960     MONUMENTED       CGS
 OY1200  HISTORY     - 19920531 GOOD             NGS
 OY1200  HISTORY     - 20020907 GOOD             NGS
 OY1200
 OY1200                          STATION DESCRIPTION
 OY1200
 OY1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1200'35.3 KM (21.95 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1200'OF U.S. HIGHWAY 93 IN ARCO, NEAR THE CENTER OF A 4 BY 5-FOOT AREA OF
 OY1200'OUTCROPPING BEDROCK, 77.0 M (252.6 FT) SOUTH OF THE HIGHWAY
 OY1200'CENTERLINE, 18.4 M (60.4 FT) SOUTH-SOUTHWEST OF A WITNESS POST, 13.7
 OY1200'M (44.9 FT) SOUTHWEST OF TRIANGULATION STATION COBBLE, 12.7 M (41.7
 OY1200'FT) SOUTH OF REFERENCE MARK 2, AND 1.6 M (5.2 FT) ABOVE THE LEVEL OF
 OY1200'THE HIGHWAY.
 OY1200
 OY1200                          STATION RECOVERY (2002)
 OY1200
 OY1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 OY1200'INEL IS NOW IDAHO NATIONAL ENGINEERINGA ND ENVIRONMENTAL LABORATORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1201 ***********************************************************************
 OY1201  DESIGNATION -  COBBLE RM 2
 OY1201  PID         -  OY1201
 OY1201  STATE/COUNTY-  ID/BUTTE
 OY1201  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1201
 OY1201                         *CURRENT SURVEY CONTROL
 OY1201  ___________________________________________________________________
 OY1201* NAD 83(1986)-  43 30 29.     (N)    112 55 12.     (W)     SCALED    
 OY1201* NAVD 88     -      1513.409  (meters)    4965.24   (feet)  ADJUSTED  
 OY1201  ___________________________________________________________________
 OY1201  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 OY1201  DYNAMIC HT  -        1512.613 (meters)    4962.63  (feet)  COMP
 OY1201  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 OY1201
 OY1201  VERT ORDER  -  FIRST     CLASS II
 OY1201
 OY1201.The horizontal coordinates were scaled from a topographic map and have
 OY1201.an estimated accuracy of +/- 6 seconds.
 OY1201
 OY1201.The orthometric height was determined by differential leveling
 OY1201.and adjusted by the National Geodetic Survey in December 1992..
 OY1201
 OY1201.The geoid height was determined by GEOID03.
 OY1201
 OY1201.The dynamic height is computed by dividing the NAVD 88
 OY1201.geopotential number by the normal gravity value computed on the
 OY1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1201.degrees latitude (g = 980.6199 gals.).
 OY1201
 OY1201.The modeled gravity was interpolated from observed gravity values.
 OY1201
 OY1201;                    North         East    Units  Estimated Accuracy
 OY1201;SPC ID C     -   205,110.      587,330.      MT  (+/- 180 meters Scaled)
 OY1201
 OY1201                          SUPERSEDED SURVEY CONTROL
 OY1201
 OY1201  NGVD 29 (08/20/92) 1512.359  (m)         4961.80   (f) ADJUSTED    1 2
 OY1201
 OY1201.Superseded values are not recommended for survey control.
 OY1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1201.See file dsdata.txt to determine how the superseded data were derived.
 OY1201
 OY1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP447190(NAD 83)
 OY1201_MARKER: DR = REFERENCE MARK DISK
 OY1201_SETTING: 80 = SET IN A BOULDER
 OY1201_SP_SET: IN DRILL HOLE IN A BOULDER
 OY1201_STAMPING: COBBLE USE NO 2 1960
 OY1201_MARK LOGO: CGS   
 OY1201_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1201+STABILITY: SURFACE MOTION
 OY1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1201+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 OY1201
 OY1201  HISTORY     - Date     Condition        Report By
 OY1201  HISTORY     - 1960     MONUMENTED       CGS
 OY1201  HISTORY     - 19920531 GOOD             NGS
 OY1201  HISTORY     - 20020907 GOOD             NGS
 OY1201
 OY1201                          STATION DESCRIPTION
 OY1201
 OY1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1201'35.3 KM (21.95 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1201'OF U.S. HIGHWAY 93 IN ARCO, NEAR THE CENTER OF A 1 BY 1-FOOT
 OY1201'PARTIALLY EXPOSED BOULDER, 64.3 M (211.0 FT) SOUTH OF THE HIGHWAY
 OY1201'CENTERLINE, 12.7 M (41.7 FT) NORTH OF REFERENCE MARK 1, 8.1 M (26.6
 OY1201'FT) WEST OF TRIANGULATION STATION COBBLE, 7.6 M (24.9 FT) SOUTHWEST
 OY1201'OF A WITNESS POST, AND 1.6 M (5.2 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OY1201
 OY1201                          STATION RECOVERY (2002)
 OY1201
 OY1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 OY1201'INEL IS NOW IDAHO NATIONAL ENGINEERING AND ENVIRONMENTAL LABORATORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5202 ***********************************************************************
 AC5202  PACS        -  This is a Primary Airport Control Station.
 AC5202  DESIGNATION -  COE B
 AC5202  PID         -  AC5202
 AC5202  STATE/COUNTY-  ID/KOOTENAI
 AC5202  USGS QUAD   -  HAYDEN (1996)
 AC5202
 AC5202                         *CURRENT SURVEY CONTROL
 AC5202  ___________________________________________________________________
 AC5202* NAD 83(1999)-  47 46 23.17550(N)    116 49 29.37096(W)     ADJUSTED  
 AC5202* NAVD 88     -       697.91   (meters)    2289.7    (feet)  GPS OBS   
 AC5202  ___________________________________________________________________
 AC5202  X           -  -1,938,130.138 (meters)                     COMP
 AC5202  Y           -  -3,832,718.240 (meters)                     COMP
 AC5202  Z           -   4,700,462.140 (meters)                     COMP
 AC5202  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AC5202  ELLIP HEIGHT-         680.34  (meters)          (04/16/01) GPS OBS
 AC5202  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 AC5202
 AC5202  HORZ ORDER  -  B
 AC5202  ELLP ORDER  -  FOURTH    CLASS II
 AC5202
 AC5202.This mark is at Coeur D'alene Air Terminal Airport (COE)
 AC5202
 AC5202.The horizontal coordinates were established by GPS observations
 AC5202.and adjusted by the National Geodetic Survey in April 2001..
 AC5202.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5202.DATUM ITEM on the data sheet items page.
 AC5202
 AC5202.The orthometric height was determined by GPS observations and a
 AC5202.high-resolution geoid model.
 AC5202
 AC5202.GPS derived orthometric heights for airport stations designated as
 AC5202.PACS or SACS are published to 2 decimal places.  This maintains
 AC5202.centimeter relative accuracy between the PACS and SACS.  It does
 AC5202.not indicate centimeter accuracy relative to other marks which are
 AC5202.part of the NAVD 88 network.
 AC5202
 AC5202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5202
 AC5202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5202
 AC5202.The ellipsoidal height was determined by GPS observations
 AC5202.and is referenced to NAD 83.
 AC5202
 AC5202.The geoid height was determined by GEOID03.
 AC5202
 AC5202;                    North         East     Units Scale Factor Converg.
 AC5202;SPC ID W     -   679,100.245   719,445.533   MT  1.00001304   -0 47 45.4
 AC5202;UTM  11      - 5,291,097.068   513,124.440   MT  0.99960212   +0 07 47.0
 AC5202
 AC5202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5202!SPC ID W     -   0.99989338  x   1.00001304  =   0.99990642
 AC5202!UTM  11      -   0.99989338  x   0.99960212  =   0.99949554
 AC5202
 AC5202                          SUPERSEDED SURVEY CONTROL
 AC5202
 AC5202  NAD 83(1992)-  47 46 23.17377(N)    116 49 29.37137(W) AD(       ) B
 AC5202  ELLIP H (01/22/97)  680.44   (m)                       GP(       ) 4 1
 AC5202
 AC5202.Superseded values are not recommended for survey control.
 AC5202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5202.See file dsdata.txt to determine how the superseded data were derived.
 AC5202
 AC5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN1312491097(NAD 83)
 AC5202_MARKER: DM = MAGNETIC STATION DISK
 AC5202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5202_MARK LOGO: CGS   
 AC5202_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5202+STABILITY: SURFACE MOTION
 AC5202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5202+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1996
 AC5202
 AC5202  HISTORY     - Date     Condition        Report By
 AC5202  HISTORY     - 1995     MONUMENTED       CGS
 AC5202  HISTORY     - 19960809 GOOD             NGS
 AC5202  HISTORY     - 19980430 MARK NOT FOUND   LOCENG
 AC5202
 AC5202                          STATION DESCRIPTION
 AC5202
 AC5202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 AC5202'THE STATION IS 8 MI (12.9 KM) NORTHWEST OF COEUR D ALENE AT THE COEUR
 AC5202'D ALENE AIR TERMINAL, BETWEEN RUNWAYS 5-23 AND 1-19.  OWNERSHIP--CITY
 AC5202'OF COEUR D ALENE--11401 AIRPORT DRIVE, HAYDEN, IDAHO 83835.  THE
 AC5202'AIRPORT MANAGER AT THE TIME OF THIS DESCRIPTION WAS MR.  GREG DELAVAN,
 AC5202'PHONE 208-772-7838.  NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING
 AC5202'THE AIRCRAFT OPERATIONS AREA.  TO REACH THE STATION FROM THE JUNCTION
 AC5202'OF INTERSTATE HIGHWAY 90 AND U.S.  HIGHWAY 95, GO NORTH ON U.S.
 AC5202'HIGHWAY 95 FOR 5.2 MI (8.4 KM) TO WYOMING AVENUE ON THE LEFT.  TURN
 AC5202'LEFT AND PROCEED WEST ON WYOMING AVENUE FOR 0.95 MI (1.53 KM) TO
 AC5202'AIRPORT ROAD.  TURN RIGHT AND GO NORTH ON AIRPORT ROAD FOR 0.1 MI (0.2
 AC5202'KM) TO A ROAD ON THE LEFT.  TURN LEFT AND PROCEED WEST FOR 0.05 MI
 AC5202'(0.08 KM) TO THE AIRPORT OFFICE ON THE LEFT. CONTINUE AHEAD ACROSS THE
 AC5202'APRON FOR 0.05 MI (0.08 KM) TO TAXIWAY A. TURN LEFT AND GO SOUTH ON
 AC5202'TAXIWAY A FOR 0.05 MI (0.08 KM) TO TAXIWAY B.  TURN RIGHT ON TAXIWAY B
 AC5202'AND PROCEED WEST FOR 0.05 MI (0.08 KM) TO RUNWAY 1-19 WHICH AT THE
 AC5202'TIME OF THIS DESCRIPTION WAS CLOSED AS AN ACTIVE RUNWAY BUT APPROVED
 AC5202'FOR USE AS A TAXIWAY.  TURN LEFT AND GO SOUTH ON RUNWAY 1-19 FOR 0.05
 AC5202'MI (0.08 KM) TO A SERVICE ROAD ON THE RIGHT WHICH LEADS SOUTHWEST
 AC5202'ACROSS THE AIRPORT INFIELD.  TURN RIGHT ON THE SERVICE ROAD AND
 AC5202'PROCEED SOUTHWEST FOR 0.45 MI (0.72 KM) TO TAXIWAY D.  BEAR LEFT,
 AC5202'CROSSING TAXIWAY D TO TAXIWAY F AND GO 0.1 MI (0.2 KM) TO THE STATION
 AC5202'ON THE LEFT IN AN AREA OF TALL GRASS BEYOND A DRAINAGE DITCH.  THE
 AC5202'STATION IS A U.S.  COAST AND GEODETIC SURVEY MAGNETIC STATION DISK
 AC5202'WITHOUT A STAMPING SET IN A 12-INCH ROUND CONCRETE MONUMENT.  IT IS,
 AC5202'67.5 M (221.5 FT) SOUTHEAST OF TAXIWAY F, 1.0 M (3.3 FT) SOUTHEAST OF
 AC5202'A 1.5-INCH PVC PIPE PROJECTING 3.5 FT (1.1 M) ABOVE GROUND LEVEL AND
 AC5202'0.5 M (1.6 FT) NORTH-NORTHWEST OF A CARSONITE WITNESS POST.  THIS IS
 AC5202'THE PRIMARY AIRPORT CONTROL (PAC) STATION.  DESCRIBED BY J.E.  DUNFORD
 AC5202'III.
 AC5202
 AC5202                          STATION RECOVERY (1998)
 AC5202
 AC5202'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (JH)
 AC5202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1580 ***********************************************************************
 SV1580  DESIGNATION -  COEUR D ALENE MT
 SV1580  PID         -  SV1580
 SV1580  STATE/COUNTY-  ID/KOOTENAI
 SV1580  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV1580
 SV1580                         *CURRENT SURVEY CONTROL
 SV1580  ___________________________________________________________________
 SV1580* NAD 83(1992)-  47 34 52.85543(N)    116 41 22.15038(W)     ADJUSTED  
 SV1580* NAVD 88     -      1354.     (meters)    4442.     (feet)  SCALED    
 SV1580  ___________________________________________________________________
 SV1580  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 SV1580  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 SV1580
 SV1580  HORZ ORDER  -  FIRST
 SV1580
 SV1580.The horizontal coordinates were established by classical geodetic methods
 SV1580.and adjusted by the National Geodetic Survey in July 1992..
 SV1580
 SV1580.The orthometric height was scaled from a topographic map.
 SV1580
 SV1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1580
 SV1580.The geoid height was determined by GEOID03.
 SV1580
 SV1580;                    North         East     Units Scale Factor Converg.
 SV1580;SPC ID W     -   657,649.729   729,330.161   MT  0.99999468   -0 41 36.9
 SV1580;SPC WA N     -    73,026.174   811,574.598   MT  0.99998582   +3 05 06.6
 SV1580;SPC WA N     -   239,586.71  2,662,640.99   sFT  0.99998582   +3 05 06.6
 SV1580;UTM  11      - 5,269,817.289   523,349.700   MT  0.99960670   +0 13 45.2
 SV1580
 SV1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1580!SPC ID W     -   0.99979051  x   0.99999468  =   0.99978519
 SV1580!SPC WA N     -   0.99979051  x   0.99998582  =   0.99977633
 SV1580!UTM  11      -   0.99979051  x   0.99960670  =   0.99939729
 SV1580
 SV1580|---------------------------------------------------------------------|
 SV1580| PID    Reference Object                     Distance      Geod. Az  |
 SV1580|                                                           dddmmss.s |
 SV1580| CH7120 COEUR D ALENE MTN RM 1                7.954 METERS 00245     |
 SV1580| SV1585 COEUR D ALENE MTN RM 3               13.651 METERS 06316     |
 SV1580| SV1587 COEUR D ALENE                         9.134 METERS 10242     |
 SV1580| CH7121 COEUR D ALENE MTN RM 2               22.174 METERS 27452     |
 SV1580| CH7119 COEUR D ALENE MTN AZ MK                            2945350.7 |
 SV1580|---------------------------------------------------------------------|
 SV1580
 SV1580                          SUPERSEDED SURVEY CONTROL
 SV1580
 SV1580  NAD 83(1986)-  47 34 52.85891(N)    116 41 22.14164(W) AD(       ) 1
 SV1580  NAD 27      -  47 34 53.18854(N)    116 41 18.49049(W) AD(       ) 1
 SV1580
 SV1580.Superseded values are not recommended for survey control.
 SV1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1580.See file dsdata.txt to determine how the superseded data were derived.
 SV1580
 SV1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2335069817(NAD 83)
 SV1580_MARKER: DS = TRIANGULATION STATION DISK
 SV1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1580
 SV1580  HISTORY     - Date     Condition        Report By
 SV1580  HISTORY     - 1940     MONUMENTED       CGS
 SV1580  HISTORY     - 1958     GOOD             CGS
 SV1580  HISTORY     - 1976     GOOD             USGS
 SV1580
 SV1580                          STATION DESCRIPTION
 SV1580
 SV1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1580'STATION IS ON THE TOP OF A PROMINENT TIMBERED HILL KNOWN AS
 SV1580'MOUNT COEUR D ALENE ABOUT 8 MILES SE OF THE CITY OF COEUR
 SV1580'D ALENE AND ABOUT 36 MILES ESE OF SPOKANE, WASHINGTON, 80 FEET SW
 SV1580'OF A U.S.G.S BENCH MARK WHICH IS ON THE HIGHEST POINT OF THE
 SV1580'MOUNTAIN.  A 45-FOOT U.S.L.O TOWER IS 30 FEET E OF STATION AND
 SV1580'AN AIRWAY BEACON IS LOCATED ABOUT 175 FEET E OF THE STATION.
 SV1580'THE MARK IS 23-1/2 FEET W OF THE NW LEG OF THE LOOKOUT TOWER,
 SV1580'5.1 FEET NW OF A WHITE WITNESS POST, STAMPED COEUR D ALENE MT.
 SV1580'1940.
 SV1580'
 SV1580'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 SV1580'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.
 SV1580'
 SV1580'REFERENCE MARK NO. 1 IS 40 FEET W OF ROAD LEADING TO LOOKOUT
 SV1580'TOWER, 2 FEET BELOW THE STATION, STAMPED COEUR D ALENE NO. 1,
 SV1580'1940.
 SV1580'
 SV1580'REFERENCE MARK NO. 2 IS ON THE W SLOPE OF HILL, 3 FEET BELOW
 SV1580'THE STATION, STAMPED COEUR D ALENE NO. 2, 1940.
 SV1580'
 SV1580'THE AZIMUTH MARK IS 32 FEET N OF T-ROAD INTERSECTION, 2 FEET
 SV1580'E OF FENCE CORNER, 4.3 FEET W OF A WHITE WITNESS POST, STAMPED
 SV1580'COEUR D ALENE MT. 1940.
 SV1580'
 SV1580'ALL THE U.S.C. AND G.S. MARKS PROJECT 6 INCHES.
 SV1580'
 SV1580'THERE ARE TWO U.S.G.S. MARKS NEAR THE STATION, ONE A 3/4-INCH
 SV1580'LEAD PIPE ON THE HIGHEST POINT OF THE MOUNTAIN AND THE OTHER IS A
 SV1580'STANDARD U.S.G.S. BENCH MARK DISK SET UNDER AND CLOSE TO THE
 SV1580'CENTER OF THE LOOKOUT TOWER.
 SV1580'
 SV1580'THE 3/4-INCH PIPE MARK IS 30 FEET S OF THE SW CORNER OF THE
 SV1580'LOOKOUTS LIVING QUARTERS (A ONE-ROOM ONE-STORY BUILDING) EXTENDS
 SV1580'1-1/2 INCHES ABOVE THE ROCK IN WHICH IT IS SET, STAMPED 4440 BM.
 SV1580'IT IS 2-1/2 FEET ABOVE THE STATION MARK.
 SV1580'
 SV1580'THE U.S.G.S. BENCH MARK DISK CEMENTED IN A ROCK UNDER THE LOOKOUT
 SV1580'TOWER IS 1-1/2 FEET ABOVE THE STATION MARK, STAMPED COEUR
 SV1580'D ALENE 1938.
 SV1580'
 SV1580'REACHED FROM THE MAIN INTERSECTION IN COEUR D ALENE (ONE BLOCK
 SV1580'S OF POST OFFICE) BY GOING E ON U.S. HIGHWAY 10 FOR 10.85
 SV1580'MILES TO THE FISH INN ON RIGHT.  CONTINUE E ON U.S. HIGHWAY
 SV1580'10 FOR 0.15 MILE TO SIDE ROAD LEADING RIGHT ACROSS BRIDGE AT
 SV1580'E END OF LAKE COEUR D ALENE.  TURN RIGHT (S) AND FOLLOW GRAVEL
 SV1580'ROAD S AND W ALONG LAKE SHORE FOR 6.1 MILES TO ROAD LEADING
 SV1580'LEFT (S) AT SIGN MT. COEUR D ALENE L.O. 7 MILES.  TURN LEFT AND
 SV1580'GO 1.5 MILES TO THE AZIMUTH MARK ON RIGHT AT T-ROAD.  TURN
 SV1580'LEFT (SE) AND CONTINUE ON MAIN ROAD FOR 0.9 MILE TO CROSSROADS
 SV1580'AT SIGN COEUR D ALENE L.O. 4.6 MILES.  TURN LEFT (E) AND GO
 SV1580'UP GRADE FOR 4.35 MILES TO ROAD ON RIGHT AT SIGN MT. COEUR D
 SV1580'ALENE 1.0 MILE.  TURN SHARP RIGHT AND GO W FOR 1.0 MILE TO
 SV1580'LOOKOUT TOWER AND STATION ON TOP OF MOUNTAIN.
 SV1580'
 SV1580'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 SV1580
 SV1580                          STATION RECOVERY (1958)
 SV1580
 SV1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1580'THE STATION, REFERENCE MARKS AND THE U.S. GEOLOGICAL SURVEY
 SV1580'BENCH MARK DISKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 SV1580'CONDITION.  THE 3/4 INCH PIPE WAS NOT RECOVERED.
 SV1580'
 SV1580'REFERENCE MARK 3 WAS ESTABLISHED AND A NEW U S G S REFERENCE
 SV1580'MARK DISK WAS TIED TO THE STATION.  REFERENCE MARK 3 WAS
 SV1580'OCCUPIED AS AN ECCENTRIC STATION.
 SV1580
 SV1580                          STATION RECOVERY (1976)
 SV1580
 SV1580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (RDM)
 SV1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1586 ***********************************************************************
 SV1586  DESIGNATION -  COEUR D ALENE MTN LOT
 SV1586  PID         -  SV1586
 SV1586  STATE/COUNTY-  ID/KOOTENAI
 SV1586  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV1586
 SV1586                         *CURRENT SURVEY CONTROL
 SV1586  ___________________________________________________________________
 SV1586* NAD 83(1992)-  47 34 52.79235(N)    116 41 21.73566(W)     ADJUSTED  
 SV1586* NAVD 88     -                                                        
 SV1586  ___________________________________________________________________
 SV1586  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 SV1586  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 SV1586
 SV1586  HORZ ORDER  -  THIRD
 SV1586
 SV1586.The horizontal coordinates were established by classical geodetic methods
 SV1586.and adjusted by the National Geodetic Survey in July 1992..
 SV1586
 SV1586
 SV1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1586
 SV1586.The geoid height was determined by GEOID03.
 SV1586
 SV1586;                    North         East     Units Scale Factor Converg.
 SV1586;SPC ID W     -   657,647.676   729,338.803   MT  0.99999467   -0 41 36.6
 SV1586;SPC WA N     -    73,024.695   811,583.356   MT  0.99998582   +3 05 07.0
 SV1586;SPC WA N     -   239,581.85  2,662,669.73   sFT  0.99998582   +3 05 07.0
 SV1586;UTM  11      - 5,269,815.376   523,358.371   MT  0.99960670   +0 13 45.5
 SV1586
 SV1586                          SUPERSEDED SURVEY CONTROL
 SV1586
 SV1586  NAD 83(1986)-  47 34 52.79624(N)    116 41 21.72689(W) AD(       ) 4
 SV1586  NAD 27      -  47 34 53.12362(N)    116 41 18.06377(W) AD(       ) 3
 SV1586
 SV1586.Superseded values are not recommended for survey control.
 SV1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1586.See file dsdata.txt to determine how the superseded data were derived.
 SV1586
 SV1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2335869815(NAD 83)
 SV1586
 SV1586  HISTORY     - Date     Condition        Report By
 SV1586  HISTORY     - 1940     MONUMENTED       CGS
 SV1586
 SV1586                          STATION DESCRIPTION
 SV1586
 SV1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1586'THE LOOKOUT TOWER (U.S.F.S.) IS ON THE TOP OF MOUNT COEUR
 SV1586'D ALENE, A PROMINENT TIMBERED HILL ABOUT 8 MILES SE OF THE
 SV1586'CITY OF COEUR D ALENE AND ABOUT 36 MILES ESE OF SPOKANE,
 SV1586'WASHINGTON, IN COEUR D ALENE NATIONAL FOREST.
 SV1586'
 SV1586'THE TOWER IS OF WOOD, ABOUT 45 FEET HIGH, 30 FEET E OF U.S.C.
 SV1586'AND G.S STATION COEUR D ALENE MOUNTAIN AND U.S.G.S. STATION
 SV1586'COEUR D ALENE IS UNDER AND CLOSE TO THE CENTER OF THE TOWER.
 SV1586'
 SV1586'THE TOP AND CENTER OF THE TOWER WAS CUT IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1585 ***********************************************************************
 SV1585  DESIGNATION -  COEUR D ALENE MTN RM 3
 SV1585  PID         -  SV1585
 SV1585  STATE/COUNTY-  ID/KOOTENAI
 SV1585  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV1585
 SV1585                         *CURRENT SURVEY CONTROL
 SV1585  ___________________________________________________________________
 SV1585* NAD 83(1992)-  47 34 53.05421(N)    116 41 21.56690(W)     ADJUSTED  
 SV1585* NAVD 88     -      1354.     (meters)    4442.     (feet)  SCALED    
 SV1585  ___________________________________________________________________
 SV1585  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 SV1585  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 SV1585
 SV1585  HORZ ORDER  -  SECOND
 SV1585
 SV1585.The horizontal coordinates were established by classical geodetic methods
 SV1585.and adjusted by the National Geodetic Survey in July 1992..
 SV1585
 SV1585.The orthometric height was scaled from a topographic map.
 SV1585
 SV1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1585
 SV1585.The geoid height was determined by GEOID03.
 SV1585
 SV1585;                    North         East     Units Scale Factor Converg.
 SV1585;SPC ID W     -   657,655.720   729,342.427   MT  0.99999466   -0 41 36.5
 SV1585;UTM  11      - 5,269,823.474   523,361.863   MT  0.99960671   +0 13 45.7
 SV1585
 SV1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1585!SPC ID W     -   0.99979051  x   0.99999466  =   0.99978517
 SV1585!UTM  11      -   0.99979051  x   0.99960671  =   0.99939730
 SV1585
 SV1585|---------------------------------------------------------------------|
 SV1585| PID    Reference Object                     Distance      Geod. Az  |
 SV1585|                                                           dddmmss.s |
 SV1585| SV1587 COEUR D ALENE                         8.781 METERS 20156     |
 SV1585| CH7120 COEUR D ALENE MTN RM 1                             21310     |
 SV1585| SV1601 HARRISON                            APPROX.11.1 KM 2184347.6 |
 SV1585| SV1580 COEUR D ALENE MT                     13.649 METERS 24316     |
 SV1585|---------------------------------------------------------------------|
 SV1585
 SV1585                          SUPERSEDED SURVEY CONTROL
 SV1585
 SV1585  NAD 83(1986)-  47 34 53.05766(N)    116 41 21.55825(W) AD(       ) 2
 SV1585  NAD 27      -  47 34 53.38728(N)    116 41 17.90722(W) AD(       ) 2
 SV1585
 SV1585.Superseded values are not recommended for survey control.
 SV1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1585.See file dsdata.txt to determine how the superseded data were derived.
 SV1585
 SV1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2336269823(NAD 83)
 SV1585_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SV1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1585+STABILITY: SURFACE MOTION
 SV1585
 SV1585  HISTORY     - Date     Condition        Report By
 SV1585  HISTORY     - 1958     MONUMENTED       CGS
 SV1585
 SV1585                          STATION DESCRIPTION
 SV1585
 SV1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1585'THE STATION IS 10 MILES NORTHEAST OF HARRISON, 8 MILES SOUTHEAST
 SV1585'OF COEUR D ALENE, 5 MILES EAST OF DRIFTWOOD POINT ON THE EAST
 SV1585'SHORE OF LAKE COEUR D ALENE AND ON THE SUMMIT OF MOUNT COEUR
 SV1585'D ALENE, 7 FEET EAST OF THE NORTHEAST LEG OF THE FOREST SERVICE
 SV1585'LOOKOUT TOWER.
 SV1585'
 SV1585'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND U.S. HIGHWAY
 SV1585'95 ALTERNATE GO SOUTH ON U.S. HIGHWAY 95 ALTERNATE AROUND THE
 SV1585'SOUTH AND EAST SHORE OF LAKE COEUR D ALENE FOR 6 MILES TO A
 SV1585'GRADED ROAD LEFT AND A SIGN MT COEUR D ALENE L.O. 7 MILES,
 SV1585'TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD SOUTH AND EAST
 SV1585'FOR 2.4 MILES TO A 4-POINT INTERSECTION AND SIGN COEUR D ALENE
 SV1585'MT., TURN LEFT AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 3.5
 SV1585'MILES TO A PICNIC AREA, CONTINUE 0.7 MILE TO A REVERSE Y FORK.
 SV1585'HERE TURN SHARP RIGHT AND GO 0.4 MILE TO THE SUMMIT AND THE
 SV1585'STATION AT THE LOOKOUT TOWER.
 SV1585'
 SV1585'THE STATION MARK IS A STANDARD REFERENCE MARK DISK SET IN A
 SV1585'SQUARE CONCRETE POST PROJECTING 3 INCHES AND STAMPED COEUR D
 SV1585'ALENE MT NO 3 1940.
 SV1585'
 SV1585'COEUR D ALENE MT 1938 (USGS), USED FOR REFERENCE MARK 1, IS A
 SV1585'STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN CEMENT IN A DRILL
 SV1585'HOLE IN A FLAT ROCK FLUSH WITH THE SURFACE ABOUT 12 FEET
 SV1585'SOUTH-SOUTHEAST OF THE STEPS LEADING UP THE TOWER AND STAMPED
 SV1585'COEUR D ALENE MT 1938.
 SV1585'
 SV1585'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 SV1585'MARK DISK SET IN CEMENT IN A DRILL HOLE IN A FLAT BOULDER
 SV1585'6 FEET SOUTH OF THE STEPS LEADING UP THE TOWER AND STAMPED
 SV1585'NO 1 1938.
 SV1585'
 SV1585'COEUR D ALENE MT 1940 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 SV1585'POST FLUSH WITH THE SURROUNDING AREA 8 FEET NORTHWEST OF A WITNESS
 SV1585'POST, 30 FEET SOUTHWEST OF THE CENTER OF THE WEST SIDE OF THE
 SV1585'LOOKOUT TOWER AND STAMPED COEUR D ALENE MT 1940.
 SV1585'
 SV1585'REFERENCE MARK 3 WAS USED FOR THE STATION FOR VISIBILITY.
 SV1585'THE TRUE STATION BEING IN A SUNKEN LOCALITY AND WOULD NECESSITATE
 SV1585'HOURS OF CLEARING.
 SV1585'
 SV1585'A 2 WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1690 ***********************************************************************
 NU1690  DESIGNATION -  COLD
 NU1690  PID         -  NU1690
 NU1690  STATE/COUNTY-  ID/CASSIA
 NU1690  USGS QUAD   -  SUBLETT RESERVOIR (1985)
 NU1690
 NU1690                         *CURRENT SURVEY CONTROL
 NU1690  ___________________________________________________________________
 NU1690* NAD 83(1994)-  42 15 07.27269(N)    113 04 47.56872(W)     ADJUSTED  
 NU1690* NAVD 88     -      1722.4    (meters)    5651.     (feet)  VERTCON   
 NU1690  ___________________________________________________________________
 NU1690  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 NU1690  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 NU1690
 NU1690  HORZ ORDER  -  SECOND
 NU1690
 NU1690.The horizontal coordinates were established by classical geodetic methods
 NU1690.and adjusted by the National Geodetic Survey in November 1997..
 NU1690
 NU1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1690
 NU1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1690
 NU1690.The geoid height was determined by GEOID03.
 NU1690
 NU1690;                    North         East     Units Scale Factor Converg.
 NU1690;SPC ID C     -    65,423.207   575,927.409   MT  1.00001828   +0 37 07.4
 NU1690;SPC ID E     -    65,417.076   124,642.495   MT  1.00001722   -0 36 50.6
 NU1690;UTM  12      - 4,679,852.749   328,426.934   MT  0.99996221   -1 23 55.8
 NU1690
 NU1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1690!SPC ID C     -   0.99973215  x   1.00001828  =   0.99975042
 NU1690!SPC ID E     -   0.99973215  x   1.00001722  =   0.99974936
 NU1690!UTM  12      -   0.99973215  x   0.99996221  =   0.99969437
 NU1690
 NU1690|---------------------------------------------------------------------|
 NU1690| PID    Reference Object                     Distance      Geod. Az  |
 NU1690|                                                           dddmmss.s |
 NU1690| CM5356 COLD RM 1                            11.777 METERS 18042     |
 NU1690| NU1041 IDA 80 142 AZ MK                    APPROX. 1.2 KM 2401406.8 |
 NU1690| CM5357 COLD RM 2                            14.496 METERS 32419     |
 NU1690|---------------------------------------------------------------------|
 NU1690
 NU1690                          SUPERSEDED SURVEY CONTROL
 NU1690
 NU1690  NAD 83(1992)-  42 15 07.26875(N)    113 04 47.55945(W) AD(       ) 2
 NU1690  NAD 83(1986)-  42 15 07.26745(N)    113 04 47.55716(W) AD(       ) 2
 NU1690  NAD 27      -  42 15 07.57100(N)    113 04 44.58920(W) AD(       ) 2
 NU1690  NGVD 29 (07/19/86) 1721.3    (m)         5647.     (f) VERT ANG       
 NU1690
 NU1690.Superseded values are not recommended for survey control.
 NU1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1690.See file dsdata.txt to determine how the superseded data were derived.
 NU1690
 NU1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2842779853(NAD 83)
 NU1690_MARKER: DS = TRIANGULATION STATION DISK
 NU1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1690
 NU1690  HISTORY     - Date     Condition        Report By
 NU1690  HISTORY     - 1960     MONUMENTED       CGS
 NU1690  HISTORY     - 1968     GOOD             USGS
 NU1690
 NU1690                          STATION DESCRIPTION
 NU1690
 NU1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1690'LOCATED 7 MILES SOUTHEAST OF SUBLETT, 1-1/2 MILES SOUTH OF
 NU1690'COLD SPRINGS CANYON AND 1-1/2 MILES EAST OF THE GRAVELED
 NU1690'ROAD.  ON THE SUMMIT OF A LOW DARK COLORED HILL.
 NU1690'
 NU1690'TO REACH FROM THE POST OFFICE IN MALTA, GO NORTH ON U.S.
 NU1690'HIGHWAY 30S FOR 0.5 MILE TO A GRAVELED CROSSROAD, TURN RIGHT
 NU1690'AND GO EAST NORTH-EAST FOR 10.15 MILE TO A CROSSROAD, TURN
 NU1690'RIGHT AND GO SOUTHERLY FOR 7.7 MILES TO THE AZIMUTH MARK ON
 NU1690'THE RIGHT, CONTINUE SOUTH ON MAIN ROAD FOR 0.3 MILE TO A TRACK
 NU1690'ROAD ON THE LEFT, TURN LEFT (EAST) ON TRACK ROAD AND GO 0.5
 NU1690'MILE TO A GATE, PASS THROUGH GATE AND CONTINUE EAST FOR
 NU1690'0.3 MILE TO A DIM CROSSROAD, TURN LEFT AND GO NORTH FOR 1.0
 NU1690'MILE TO A EAST-WEST SECTION LINE FENCE, TURN LEFT AND GO
 NU1690'WEST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.2 MILE TO A DIM
 NU1690'TRACK ROAD ON THE LEFT, TURN LEFT ON TRACK ROAD FOR 0.25
 NU1690'MILE TO THE TOP OF HILL AND STATION SITE.
 NU1690'
 NU1690'THE STATION MARKS ARE STANDARD DISK, STAMPED COLD 1960.  THE
 NU1690'SURFACE MARK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 NU1690'MONUMENT THAT PROJECTS 3 INCHES.  IT IS ON THE HIGHEST POINT
 NU1690'OF THE HILL.
 NU1690'
 NU1690'REFERENCE MARK 1 IS A STANDARD DISK, SET IN THE TOP OF A
 NU1690'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 NU1690'DISK IS STAMPED COLD NO 1 1960.  IT IS ON THE SOUTH EDGE
 NU1690'OF THE HILL AND 2 FEET LOWER THAN THE STATION.
 NU1690'
 NU1690'REFERENCE MARK 2 IS A STANDARD DISK, SET IN THE TOP OF A
 NU1690'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 NU1690'THE DISK IS STAMPED COLD NO 2 1960.  IT IS ON THE NORTHWEST
 NU1690'EDGE OF THE HILL AND 3 FEET LOWER THAN THE STATION.
 NU1690'
 NU1690'THE AZIMUTH MARK FOR IDA 80-142 WAS USED FOR AN AZIMUTH MARK
 NU1690'FOR THIS STATION.  IT IS A STANDARD DISK SET IN THE TOP OF
 NU1690'A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND
 NU1690'THE DISK IS STAMPED IDA 80-142.  IT IS 86 FEET WEST OF THE
 NU1690'CENTER OF A GRAVELED ROAD, 63 FEET SOUTH OF THE SOUTHEAST
 NU1690'END OF A CONCRETE BLOCK BUILDING, 4 FEET NORTH OF A FENCE
 NU1690'CORNER AND 3 FEET NORTH OF A METAL WITNESS WITH SIGN.
 NU1690
 NU1690                          STATION RECOVERY (1968)
 NU1690
 NU1690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JJW)
 NU1690'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 NU1690'421132 STATION 1015.  ALL MARKS IN GOOD CONDITION.
 NU1690'
 NU1690'NEW TO REACH--TO REACH FROM MALTA GO N. ALONG HIGHWAY 30
 NU1690'FOR 0.25 MI. TO RD. INTERSECTION RIGHT.  TURN RIGHT AND
 NU1690'CONTINUE E. FOR 2.0 MI. TO Y-RD.  TAKE RIGHT FORK AND CONTINUE
 NU1690'SE. FOR 5.3 MI. TO RD. INTERSECTION.  STAY LEFT AND CONTINUE
 NU1690'FOR 4.8 MI. TO RD. INTERSECTION.  TURN RIGHT AND CONTINUE
 NU1690'S. FOR 0.4 MI. TO HIGHWAY UNDERPASS.  CONTINUE ON FOR 2.8
 NU1690'MI. TO T-RD. LEFT ACROSS CATTLEGUARD, CONTINUE E. ALONG RD.
 NU1690'FOR 0.5 MI. TO FENCE.  PASS THROUGH GATE AND TURN RIGHT ALONG
 NU1690'E. SIDE OF DRAIN FOR 0.2 MI. TO RIDGE RUNNING SE.  CONTINUE
 NU1690'UP RIDGE FOR 0.5 MI. AND STATION.  A 4-WHEEL DRIVE IS NEEDED
 NU1690'FOR LAST 0.5 MI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1255 ***********************************************************************
 RA1255  DESIGNATION -  COLD
 RA1255  PID         -  RA1255
 RA1255  STATE/COUNTY-  ID/IDAHO
 RA1255  USGS QUAD   -  KIRKWOOD CREEK (1995)
 RA1255
 RA1255                         *CURRENT SURVEY CONTROL
 RA1255  ___________________________________________________________________
 RA1255* NAD 83(1992)-  45 30 21.48125(N)    116 28 13.38906(W)     ADJUSTED  
 RA1255* NAVD 88     -      2112.0    (meters)    6929.     (feet)  VERTCON   
 RA1255  ___________________________________________________________________
 RA1255  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 RA1255  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 RA1255
 RA1255  HORZ ORDER  -  FIRST
 RA1255
 RA1255.The horizontal coordinates were established by classical geodetic methods
 RA1255.and adjusted by the National Geodetic Survey in July 1992..
 RA1255
 RA1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1255
 RA1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1255
 RA1255.The geoid height was determined by GEOID03.
 RA1255
 RA1255;                    North         East     Units Scale Factor Converg.
 RA1255;SPC ID W     -   426,786.375   743,705.761   MT  0.99997228   -0 30 50.0
 RA1255;SPC OR N     -   212,238.616 2,814,755.279   MT  0.99991188   +2 51 27.9
 RA1255;SPC OR N     -   696,320.92  9,234,761.41   iFT  0.99991188   +2 51 27.9
 RA1255;UTM  11      - 5,039,295.822   541,372.679   MT  0.99962104   +0 22 40.0
 RA1255
 RA1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1255!SPC ID W     -   0.99967142  x   0.99997228  =   0.99964371
 RA1255!SPC OR N     -   0.99967142  x   0.99991188  =   0.99958333
 RA1255!UTM  11      -   0.99967142  x   0.99962104  =   0.99929258
 RA1255
 RA1255|---------------------------------------------------------------------|
 RA1255| PID    Reference Object                     Distance      Geod. Az  |
 RA1255|                                                           dddmmss.s |
 RA1255| CH7126 COLD RM 2                             5.602 METERS 05621     |
 RA1255| RA1259 COLD SPRINGS                        APPROX. 1.6 KM 1092900.6 |
 RA1255| CH7125 COLD RM 1                             7.981 METERS 33102     |
 RA1255|---------------------------------------------------------------------|
 RA1255
 RA1255                          SUPERSEDED SURVEY CONTROL
 RA1255
 RA1255  NAD 83(1991)-  45 30 21.48170(N)    116 28 13.38857(W) AD(       ) 1
 RA1255  NAD 83(1986)-  45 30 21.48171(N)    116 28 13.38760(W) AD(       ) 1
 RA1255  NAD 27      -  45 30 21.88944(N)    116 28 09.88481(W) AD(       ) 1
 RA1255  NGVD 29 (07/19/86) 2110.8    (m)         6925.     (f) VERT ANG       
 RA1255
 RA1255.Superseded values are not recommended for survey control.
 RA1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1255.See file dsdata.txt to determine how the superseded data were derived.
 RA1255
 RA1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL4137339296(NAD 83)
 RA1255_MARKER: DS = TRIANGULATION STATION DISK
 RA1255_SETTING: 66 = SET IN ROCK OUTCROP
 RA1255_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RA1255_MARK LOGO: CGS   
 RA1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1255+STABILITY: SURFACE MOTION
 RA1255
 RA1255  HISTORY     - Date     Condition        Report By
 RA1255  HISTORY     - 1945     MONUMENTED       CGS
 RA1255  HISTORY     - 19850621 GOOD             NGS
 RA1255
 RA1255                          STATION DESCRIPTION
 RA1255
 RA1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1255'THE STATION IS LOCATED ABOUT 1 MILE W OF THE COLD SPRINGS LOOKOUT
 RA1255'AND STATION COLD SPRINGS (U.S.G.S.), ON THE SUMMIT OF A ROCKY POINT
 RA1255'WITH A GROWTH OF TIMBER ON THE N SLOPE.
 RA1255'
 RA1255'THE STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 RA1255'ON THE HIGHEST POINT OF THE HILL AND A GROUP OF OUTCROPS OF
 RA1255'BEDROCK.  IT IS STAMPED COLD 1945.
 RA1255'
 RA1255'TO REACH FROM THE COLD SPRINGS LOOKOUT (WHICH IS ABOUT 10 MILES
 RA1255'AIRLINE OR ABOUT 18 MILES BY ROAD W OF RIGGINS), TAKE THE STORMY
 RA1255'POINT TRAIL FOR ABOUT 1 MILE, OR ABOUT 1/4 MILE AFTER PASSING
 RA1255'CABIN AND STOCK WATERING TROUGH.  TURN RIGHT, N, OFF TRAIL UP
 RA1255'HILL TO ITS SUMMIT AND STATION.
 RA1255'
 RA1255'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL HOLE
 RA1255'IN A 3- BY 4-FOOT BOULDER PROJECTING ABOUT 10 INCHES.  IT IS ABOUT
 RA1255'5 FEET LOWER THAN THE STATION AND IS STAMPED COLD NO 1 1945.
 RA1255'
 RA1255'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL HOLE
 RA1255'IN A 3- BY 6-FOOT BOULDER PROJECTING ABOUT 2 FEET.  IT IS ABOUT
 RA1255'4 FEET LOWER THAN THE STATION AND IS STAMPED COLD NO 2 1945.
 RA1255'
 RA1255'STATION COLD SPRINGS (U.S.G.S.) CAN BE USED AS THE AZIMUTH MARK.
 RA1255
 RA1255                          STATION RECOVERY (1985)
 RA1255
 RA1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 RA1255'THE STATION AND BOTH RMS WERE RECOVERED IN GOOD CONDITION.  IT IS NOW
 RA1255'POSSIBLE TO DRIVE CLOSE TO THE STATION.  A NEW TO REACH FOLLOWS.  TO
 RA1255'REACH FROM THE POST OFFICE IN LUCILE, GO W ON COW CREEK ROAD FOR 0.1
 RA1255'MILE (0.2 KM) TO THE BRIDGE OVER THE SALMON RIVER CONTINUE ON COW
 RA1255'CREEK ROAD (ROAD 242) FOR 7.6 MUILES TO COW CREEK SADDLE,TURN LEFT ON
 RA1255'THE MOST WESTERLY OF THE TWO ROADS (ROAD 420) AND GO 1.2 MILES (1.9
 RA1255'KM) TO A CROSS ROAD, CONTINUE SOUTHERLY ON ROAD AND 420 FOR 2.0 MILES
 RA1255'(3.2 KM) TO A ROAD FORK, TURN RIGHT ON ROAD 1819 AND GO 2.2 MILES (3.5
 RA1255'KM) TO A SADDLE, TURN HARD RIGHT ACCROSS CATTLE GUARD AND GO 0.2 MILE
 RA1255'(0.3 KM) TO A ROAD FORK, TAKE LEFT FORK AND GO 1.7 MILES (2.7 KM) TO
 RA1255'END OF TRUCK TRAVEL, PACK NE UP HILL TO TOP OF HILL AND STATION A FIVE
 RA1255'TO 10 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0990 ***********************************************************************
 OY0990  DESIGNATION -  COLD
 OY0990  PID         -  OY0990
 OY0990  STATE/COUNTY-  ID/BUTTE
 OY0990  USGS QUAD   -  BLIZZARD MTN NORTH (1991)
 OY0990
 OY0990                         *CURRENT SURVEY CONTROL
 OY0990  ___________________________________________________________________
 OY0990* NAD 83(1992)-  43 34 34.79643(N)    113 39 13.17895(W)     ADJUSTED  
 OY0990* NAVD 88     -      2798.8    (meters)    9182.     (feet)  VERTCON   
 OY0990  ___________________________________________________________________
 OY0990  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 OY0990  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 OY0990
 OY0990  HORZ ORDER  -  THIRD
 OY0990
 OY0990.The horizontal coordinates were established by classical geodetic methods
 OY0990.and adjusted by the National Geodetic Survey in July 1992..
 OY0990
 OY0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0990
 OY0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0990
 OY0990.The geoid height was determined by GEOID03.
 OY0990
 OY0990;                    North         East     Units Scale Factor Converg.
 OY0990;SPC ID C     -   212,183.044   527,973.986   MT  0.99995699   +0 14 19.5
 OY0990;UTM  12      - 4,828,240.357   285,733.111   MT  1.00016475   -1 49 47.7
 OY0990
 OY0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0990!SPC ID C     -   0.99956320  x   0.99995699  =   0.99952021
 OY0990!UTM  12      -   0.99956320  x   1.00016475  =   0.99972788
 OY0990
 OY0990|---------------------------------------------------------------------|
 OY0990| PID    Reference Object                     Distance      Geod. Az  |
 OY0990|                                                           dddmmss.s |
 OY0990| CN4146 COLD RM 2                             5.706 METERS 07821     |
 OY0990| OY0991 SMILEY RESET                        APPROX.18.6 KM 3172159.3 |
 OY0990| CN4145 COLD RM 1                             5.441 METERS 33824     |
 OY0990|---------------------------------------------------------------------|
 OY0990
 OY0990                          SUPERSEDED SURVEY CONTROL
 OY0990
 OY0990  NAD 83(1986)-  43 34 34.79298(N)    113 39 13.17198(W) AD(       ) 3
 OY0990  NAD 27      -  43 34 35.15467(N)    113 39 10.06572(W) AD(       ) 3
 OY0990  NGVD 29 (07/19/86) 2797.5    (m)         9178.     (f) VERT ANG       
 OY0990
 OY0990.Superseded values are not recommended for survey control.
 OY0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0990.See file dsdata.txt to determine how the superseded data were derived.
 OY0990
 OY0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP8573328240(NAD 83)
 OY0990_MARKER: DD = SURVEY DISK
 OY0990_SETTING: 80 = SET IN A BOULDER
 OY0990_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OY0990
 OY0990  HISTORY     - Date     Condition        Report By
 OY0990  HISTORY     - 1959     MONUMENTED       USGS
 OY0990
 OY0990                          STATION DESCRIPTION
 OY0990
 OY0990'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OY0990'LOCATED ABOUT 6.2 MI SSE. OF ANTELOPE GUARD STATION, ABOUT 5.5 MI
 OY0990'NNE. OF IRON MT, ABOUT 0.9 MI S. OF HEAD OF COLD SPRING CANYON.
 OY0990'ON HIGHEST TOP OF RIDGE FORMED BY DRY FORK CREEK.
 OY0990'
 OY0990'TO REACH FROM COURTHOUSE IN ARCO, DRIVE 4.9 MI SW. ON U.S. HWY.
 OY0990'20 TO INTERSECTION AT SOLBERG LANDING STRIP.  TURN RIGHT LEAVING
 OY0990'HWY. FOLLOWING MAIN-TRAVELED RD. 2.0 MI TO X-RD., CONTINUE
 OY0990'STRAIGHT FOLLOWING MAIN-TRAVELED RD. 6.6 MI TO Y-RD. FORK.  TAKE
 OY0990'LEFT FORK FOLLOWING MAIN-TRAVELED RD. 1.3 MI TO T-RD. W.  TURN
 OY0990'RIGHT (W.) FOLLOWING MAIN-TRAVELED RD. 5.6 MI TO T-RD. AT FENCE.
 OY0990'TURN RIGHT FOLLOWING OLD RD. 3.4 MI TO RD. FORK.  TAKE RIGHT FORK
 OY0990'0.7 MI TO SADDLE AND END OF TRUCK TRAVEL.  PACK SE. UP MOUNTAIN TO
 OY0990'TOP OF RIDGE THENCE S. TO HIGHEST POINT AND STATION MARK.
 OY0990'A 1 HOUR 15-MINUTE PACK.
 OY0990'
 OY0990'STATION MARK--STANDARD TABLET STAMPED---COLD 1959---, CEMENTED IN
 OY0990'ROCK.
 OY0990'
 OY0990'RM 1--COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP.
 OY0990'
 OY0990'RM 2--STARDRILL PROJECTING 0.2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0611 ***********************************************************************
 QZ0611  DESIGNATION -  COLD MTN LOT
 QZ0611  PID         -  QZ0611
 QZ0611  STATE/COUNTY-  ID/IDAHO
 QZ0611  USGS QUAD   -  VINEGAR HILL (1962)
 QZ0611
 QZ0611                         *CURRENT SURVEY CONTROL
 QZ0611  ___________________________________________________________________
 QZ0611* NAD 83(1992)-  45 14 56.31731(N)    114 56 57.32834(W)     ADJUSTED  
 QZ0611* NAVD 88     -      2465.5    (meters)    8089.     (feet)  VERTCON   
 QZ0611  ___________________________________________________________________
 QZ0611  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 QZ0611  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 QZ0611
 QZ0611  HORZ ORDER  -  THIRD
 QZ0611
 QZ0611.The horizontal coordinates were established by classical geodetic methods
 QZ0611.and adjusted by the National Geodetic Survey in July 1992..
 QZ0611
 QZ0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0611
 QZ0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0611
 QZ0611.The geoid height was determined by GEOID03.
 QZ0611
 QZ0611;                    North         East     Units Scale Factor Converg.
 QZ0611;SPC ID W     -   398,286.125   862,857.744   MT  0.99998190   +0 34 07.3
 QZ0611;UTM  11      - 5,012,654.922   660,928.067   MT  0.99991843   +1 27 24.1
 QZ0611
 QZ0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0611!SPC ID W     -   0.99961579  x   0.99998190  =   0.99959770
 QZ0611!UTM  11      -   0.99961579  x   0.99991843  =   0.99953425
 QZ0611
 QZ0611                          SUPERSEDED SURVEY CONTROL
 QZ0611
 QZ0611  NAD 83(1986)-  45 14 56.31862(N)    114 56 57.32269(W) AD(       ) 3
 QZ0611  NAD 27      -  45 14 56.62499(N)    114 56 53.95070(W) AD(       ) 3
 QZ0611  NGVD 29 (07/19/86) 2464.0    (m)         8084.     (f) VERT ANG       
 QZ0611
 QZ0611.Superseded values are not recommended for survey control.
 QZ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0611.See file dsdata.txt to determine how the superseded data were derived.
 QZ0611
 QZ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL6092812655(NAD 83)
 QZ0611
 QZ0611  HISTORY     - Date     Condition        Report By
 QZ0611  HISTORY     - UNK      MONUMENTED       USFS
 QZ0611  HISTORY     - 1974     GOOD             USGS
 QZ0611
 QZ0611                          STATION DESCRIPTION
 QZ0611
 QZ0611'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QZ0611'LOCATED ABOUT 8.3 MI. SW. OF COTTONWOOD BUTTE, ABOUT 6.3 MI. NW. OF
 QZ0611'PAPOOSE CREEK, ABOUT 2.8 MI. S. OF COLD MEADOWS, ON HIGHEST POINT OF
 QZ0611'TIMBERED RIDGE SEPARATING CAVE CREEK AND EAST FORK OF CROOKED CREEK
 QZ0611'KNOWN LOCALLY AS COLD MOUNTAIN.
 QZ0611'
 QZ0611'STATION MARK--USFS TABLET STAMPED---COLD MTN 1922---, SET IN CEMENT
 QZ0611'CENTERED UNDER LOT.
 QZ0611'
 QZ0611'REFERENCE MARKS--NONE SET.
 QZ0611'
 QZ0611'STATION REACHED BY HELICOPTER.
 QZ0611'
 QZ0611'STATION MARK AND LOT FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1152 ***********************************************************************
 NV1152  DESIGNATION -  COLD SPRINGS
 NV1152  PID         -  NV1152
 NV1152  STATE/COUNTY-  ID/ELMORE
 NV1152  USGS QUAD   -  HAMMETT (1992)
 NV1152
 NV1152                         *CURRENT SURVEY CONTROL
 NV1152  ___________________________________________________________________
 NV1152* NAD 83(1992)-  42 58 33.13358(N)    115 26 34.11543(W)     ADJUSTED  
 NV1152* NAVD 88     -       934.6    (meters)    3066.     (feet)  VERTCON   
 NV1152  ___________________________________________________________________
 NV1152  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 NV1152  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 NV1152
 NV1152  HORZ ORDER  -  SECOND
 NV1152
 NV1152.The horizontal coordinates were established by classical geodetic methods
 NV1152.and adjusted by the National Geodetic Survey in July 1992..
 NV1152
 NV1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1152
 NV1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1152
 NV1152.The geoid height was determined by GEOID03.
 NV1152
 NV1152;                    North         East     Units Scale Factor Converg.
 NV1152;SPC ID W     -   145,461.835   825,056.720   MT  0.99994105   +0 12 33.9
 NV1152;UTM  11      - 4,759,311.640   626,974.790   MT  0.99979834   +1 03 42.0
 NV1152
 NV1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1152!SPC ID W     -   0.99985595  x   0.99994105  =   0.99979700
 NV1152!UTM  11      -   0.99985595  x   0.99979834  =   0.99965431
 NV1152
 NV1152|---------------------------------------------------------------------|
 NV1152| PID    Reference Object                     Distance      Geod. Az  |
 NV1152|                                                           dddmmss.s |
 NV1152| CD4461 COLD SPRINGS RM 1                     4.137 METERS 00727     |
 NV1152| OZ1010 AIRWAY BN 23 NW OF GLENS FERRY      APPROX. 7.7 KM 0413441.7 |
 NV1152| CD4462 COLD SPRINGS RM 2                     5.464 METERS 07740     |
 NV1152| NV1153 HAMMETT UNION PACIFIC RR TANK       APPROX. 3.4 KM 2143022.2 |
 NV1152| CD6120 CLOVER PP                                          24458     |
 NV1152| CD4460 COLD SPRINGS AZ MK                                 3255212.9 |
 NV1152|---------------------------------------------------------------------|
 NV1152
 NV1152                          SUPERSEDED SURVEY CONTROL
 NV1152
 NV1152  NAD 83(1986)-  42 58 33.13333(N)    115 26 34.11176(W) AD(       ) 2
 NV1152  NAD 27      -  42 58 33.50100(N)    115 26 30.83900(W) AD(       ) 2
 NV1152  NGVD 29 (07/19/86)  933.8    (m)         3064.     (f) VERT ANG       
 NV1152
 NV1152.Superseded values are not recommended for survey control.
 NV1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1152.See file dsdata.txt to determine how the superseded data were derived.
 NV1152
 NV1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2697559312(NAD 83)
 NV1152_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1152_SETTING: 66 = SET IN ROCK OUTCROP
 NV1152_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 NV1152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1152+STABILITY: POSITION/ELEVATION WELL
 NV1152
 NV1152  HISTORY     - Date     Condition        Report By
 NV1152  HISTORY     - 1945     MONUMENTED       CGS
 NV1152  HISTORY     - 1959     GOOD             USGS
 NV1152  HISTORY     - 1959     GOOD             CGS
 NV1152
 NV1152                          STATION DESCRIPTION
 NV1152
 NV1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1152'STATION IS ABOUT 2-1/2 MILES NNE OF HAMMETT, 1-1/2 MILES
 NV1152'W OF COLD SPRINGS CREEK, AND 1/4 MILE W OF WHERE THE GRADED
 NV1152'ROAD WHICH RUNS N FROM HAMMETT LEADS UP THE CANYON TO THE
 NV1152'TOP OF THE RIM.  IT IS AT THE TIP OF A PROMINENT RIM-ROCK
 NV1152'POINT WHICH EXTENDS S FROM THE MAIN TABLELAND.  IT IS 2
 NV1152'METERS N OF A CAIRN 5 FEET IN HEIGHT ON THE EDGE OF THE
 NV1152'RIM AND 14 METERS E OF THE SHARP POINT OF THE RIM.  IT IS
 NV1152'STAMPED COLD SPRINGS 1945 AND IS FLUSH WITH THE GROUND.
 NV1152'
 NV1152'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 NV1152'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 NV1152'
 NV1152'NO UNDERGROUND OR WITNESS MARK WAS SET.
 NV1152'
 NV1152'REFERENCE MARK 1 IS STAMPED COLD SPRINGS NO 1 1945 AND IS
 NV1152'FLUSH WITH THE GROUND.  IT IS AT ABOUT THE SAME ELEVATION
 NV1152'AS THE STATION MARK AND 6 METERS N OF CAIRN.
 NV1152'
 NV1152'REFERENCE MARK 2 IS STAMPED COLD SPRINGS NO 2 1945 AND IS
 NV1152'FLUSH WITH THE GROUND.  IT IS 2 FEET N OF THE EDGE OF THE
 NV1152'RIM, 5 METERS E OF CAIRN, AND AT ABOUT THE SAME ELEVATION
 NV1152'AS THE STATION MARK.
 NV1152'
 NV1152'AZIMUTH MARK IS STAMPED COLD SPRINGS 1945 AND IS FLUSH WITH
 NV1152'THE GROUND.  IT IS 1 METER N OF THE EDGE OF THE RIM AND 1
 NV1152'METER SE OF A WHITE WOODEN WITNESS POST SET IN THE CENTER OF
 NV1152'A 2-FOOT CAIRN.
 NV1152'
 NV1152'TO REACH STATION FROM THE POST OFFICE IN HAMMETT, GO N AND
 NV1152'NE ON THE MAIN ROAD FOR 3.7 MILES TO TOP OF RIM.  TURN LEFT
 NV1152'ONTO TRACK ROAD, JUST BEFORE REACHING BOARD GATE ON RIGHT,
 NV1152'AND GO 0.05 MILE.  THEN BEAR LEFT, OFF THE ROAD, AND CONTINUE
 NV1152'S ON TRUCK TRACKS FOR 0.5 MILE TO TIP OF RIM AND STATION
 NV1152'LOCATION.
 NV1152'
 NV1152'TO REACH AZIMUTH MARK FROM STATION, GO N AND W ALONG THE
 NV1152'EDGE OF THE RIM FOR 0.3 MILE.
 NV1152
 NV1152                          STATION RECOVERY (1959)
 NV1152
 NV1152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 NV1152'STATION MARK--BRONZE DISK STAMPED---COLD SPRINGS 1945---, SET IN
 NV1152'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 NV1152
 NV1152                          STATION RECOVERY (1959)
 NV1152
 NV1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WH)
 NV1152'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 NV1152'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 NV1152'TO ALL MARKS CHECKED THE 1945 DATA, AND THE 1945 DESCRIPTION
 NV1152'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1259 ***********************************************************************
 RA1259  DESIGNATION -  COLD SPRINGS
 RA1259  PID         -  RA1259
 RA1259  STATE/COUNTY-  ID/IDAHO
 RA1259  USGS QUAD   -  KIRKWOOD CREEK (1995)
 RA1259
 RA1259                         *CURRENT SURVEY CONTROL
 RA1259  ___________________________________________________________________
 RA1259* NAD 83(1992)-  45 30 04.14911(N)    116 27 03.74809(W)     ADJUSTED  
 RA1259* NAVD 88     -      2112.7    (meters)    6931.     (feet)  VERTCON   
 RA1259  ___________________________________________________________________
 RA1259  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 RA1259  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 RA1259
 RA1259  HORZ ORDER  -  FIRST
 RA1259
 RA1259.The horizontal coordinates were established by classical geodetic methods
 RA1259.and adjusted by the National Geodetic Survey in July 1992..
 RA1259
 RA1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1259
 RA1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1259
 RA1259.The geoid height was determined by GEOID03.
 RA1259
 RA1259;                    North         East     Units Scale Factor Converg.
 RA1259;SPC ID W     -   426,237.945   745,212.775   MT  0.99997022   -0 30 00.1
 RA1259;SPC OR N     -   211,779.792 2,816,291.845   MT  0.99991139   +2 52 17.3
 RA1259;SPC OR N     -   694,815.59  9,239,802.64   iFT  0.99991139   +2 52 17.3
 RA1259;UTM  11      - 5,038,771.094   542,887.514   MT  0.99962261   +0 23 29.6
 RA1259
 RA1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1259!SPC ID W     -   0.99967131  x   0.99997022  =   0.99964154
 RA1259!SPC OR N     -   0.99967131  x   0.99991139  =   0.99958273
 RA1259!UTM  11      -   0.99967131  x   0.99962261  =   0.99929405
 RA1259
 RA1259|---------------------------------------------------------------------|
 RA1259| PID    Reference Object                     Distance      Geod. Az  |
 RA1259|                                                           dddmmss.s |
 RA1259| CH7127 COLD SPRINGS RM 1                     6.385 METERS 09812     |
 RA1259| RA1254 COLD SPRINGS LOOKOUT                 15.700 METERS 17409     |
 RA1259| RA1255 COLD                                APPROX. 1.6 KM 2892950.3 |
 RA1259| CH7128 COLD SPRINGS RM 2                    15.222 METERS 32543     |
 RA1259|---------------------------------------------------------------------|
 RA1259
 RA1259                          SUPERSEDED SURVEY CONTROL
 RA1259
 RA1259  NAD 83(1991)-  45 30 04.14954(N)    116 27 03.74733(W) AD(       ) 1
 RA1259  NAD 83(1986)-  45 30 04.14960(N)    116 27 03.74670(W) AD(       ) 1
 RA1259  NAD 27      -  45 30 04.55653(N)    116 27 00.24955(W) AD(       ) 1
 RA1259  NGVD 29 (07/19/86) 2111.4    (m)         6927.     (f) VERT ANG       
 RA1259
 RA1259.Superseded values are not recommended for survey control.
 RA1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1259.See file dsdata.txt to determine how the superseded data were derived.
 RA1259
 RA1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL4288838771(NAD 83)
 RA1259_MARKER: DD = SURVEY DISK
 RA1259_SETTING: 66 = SET IN ROCK OUTCROP
 RA1259_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RA1259_MARK LOGO: USGS  
 RA1259_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RA1259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1259+STABILITY: POSITION/ELEVATION WELL
 RA1259
 RA1259  HISTORY     - Date     Condition        Report By
 RA1259  HISTORY     - 1945     MONUMENTED       USGS
 RA1259  HISTORY     - 19850621 GOOD             NGS
 RA1259
 RA1259                          STATION DESCRIPTION
 RA1259
 RA1259'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (JTJ)
 RA1259'STATION IS LOCATED ABOUT 8-1/2 MILES NW OF RIGGINS, 7-1/2 MILES WSW
 RA1259'OF LUCILE, AND 5 MILES E OF THE SNAKE RIVER.  IT IS ON THE SAME
 RA1259'POINT ON WHICH IS LOCATED THE COLD SPRINGS LOOKOUT OF THE NEZPERCE
 RA1259'NATIONAL FOREST, AND LIES AT THE HEAD OF CLARKS FORK OF SHEEP
 RA1259'CREEK TO THE S AND LOST VALLEY CREEK TO THE N.
 RA1259'
 RA1259'THE STATION MARK, UNSTAMPED, IS A STANDARD U.S. GEOLOGICAL SURVEY
 RA1259'BENCH MARK SET IN A BEDROCK OUTCROP ABOUT 20 INCHES BY 30 INCHES,
 RA1259'AND PROTRUDING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK
 RA1259'IS 4.7 METERS ENE OF THE NE CORNER OF THE LOOKOUT HOUSE.
 RA1259'
 RA1259'REFERENCE MARK 1, STAMPED COLD SPRINGS NO 1 1945, IS A BRONZE
 RA1259'REFERENCE DISK SET IN AN OUTCROP ABOUT 30 INCHES BY 15 INCHES, AND
 RA1259'PROTRUDING 8 INCHES ABOVE THE SURFACE.  IT IS 3 METERS E OF THE
 RA1259'FENCE AROUND THE LOOKOUT HOUSE, 3 METERS SW OF A TELEPHONE POLE, AND
 RA1259'1 FOOT LOWER THAN THE STATION MARK.
 RA1259'
 RA1259'REFERENCE MARK 2, STAMPED COLD SPRINGS NO 2 1945, IS A BRONZE
 RA1259'REFERENCE DISK SET IN A BEDROCK OUTCROP ABOUT 5 INCHES BY 12 INCHES,
 RA1259'AND IS FLUSH WITH THE SURFACE.  IT IS 13.4 METERS N OF THE NW
 RA1259'CORNER OF THE LOOKOUT HOUSE AND AT ABOUT THE SAME ELEVATION AS THE
 RA1259'STATION MARK.
 RA1259'
 RA1259'TO REACH THE STATION FROM THE GOLDEN RULE STORE IN RIGGINS, GO N ON
 RA1259'U.S. HIGHWAY 95 FOR 1.3 MILES TO THE BRIDGE OVER RACE CREEK.  CROSS
 RA1259'OVER BRIDGE, THENCE TURN LEFT, W, OFF THE HIGHWAY, AND FOLLOW THE
 RA1259'ROAD LEADING UP RACE CREEK 1.6 MILES TO A FORK.  KEEP RIGHT FORK,
 RA1259'AS PER SIGN, AND CONTINUE 1.3 MILES TO A FORK AND SIGN COLD SPRING
 RA1259'L.O. 9.  KEEP RIGHT FORK, AS PER SIGN, AND CONTINUE 5.0 MILES
 RA1259'TO CREST OF RIDGE AND SIGN COLD SPRING L.O. 6.  CONTINUE ON ROAD 4.2
 RA1259'MILES TO A FORK.  TAKE LEFT FORK, S, AND CONTINUE 3.0 MILES TO THE
 RA1259'END OF THE ROAD AND END OF TRUCK TRAVEL.  FROM THE END OF TRUCK
 RA1259'TRAVEL CONTINUE W ON THE TRAIL ALONG THE RIDGE ABOUT 2 MILES TO THE
 RA1259'LOOKOUT AND LOCATION OF STATION.  ABOUT A 45-MINUTE BACK PACK.
 RA1259
 RA1259                          STATION RECOVERY (1985)
 RA1259
 RA1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 RA1259'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2 WAS NOT
 RA1259'FOUND.  RM 3 WAS ESTABLISHED AT THIS TIME.  THE STATION IS LOCATED
 RA1259'ABOUT 8.5 MILES (13.7 KM) NW OF RIGGINS, 7.5 MILES (12.1 KM) WSW OF
 RA1259'LUCILE AND 5 MILES (8.0 KM) E OF THE SNAKE RIVER.  TO REACH THE AZ MK
 RA1259'FROM THE POST OFFICE IN LUCILE, GO W ON COW CREEK ROAD FOR 0.1 MILE
 RA1259'(0.2 KM) TO BRIDGE OVER SALMON RIVER, CONTINUE ON COW CREEK ROAD (ROAD
 RA1259'242) FOR 7.6 MILES (12.2 KM) TO COW CREEK SADDLE, TURN LEFT ON THE
 RA1259'MOST WESTERLY OF TWO ROADS, (ROAD 420) AND GO 1.2 MILES (1.9 KM) TO A
 RA1259'CROSS ROAD, CONTINUE SOUTHERLY ON ROAD 420 FOR 2.0 MILES (3.2 KM) TO A
 RA1259'ROAD FORK, TURN RIGHT ON ROAD 1819 AND GO 2.2 MILES (3.5 KM) TO A
 RA1259'SADDLE, TURN HARD RIGHT ACROSS CATTLE GUARD AND GO 0.2 MILE (0.3 KM)
 RA1259'TO A ROAD FORK, TURN RIGHT AND GO 0.3 MILE (0.5 KM) TO TOP OF HILL AND
 RA1259'STATION.
 RA1259' 
 RA1259'THE STATION IS A STANDARD USGS DISK, UNSTAMPED. SET INTO ROCK OUTCROP,
 RA1259'1 METER, (3.3 FT) LARGEST DIMENSION.  THE STATION IS LOCATED 4.6
 RA1259'METERS (15.1 FT) E FROM THE NE CORNER OF OLD FOUNDATION OF LOH, 7.2
 RA1259'METERS (23.6 FT) NE FROM THE SE CORNER OF OLD FOUNDATION OF LOH, 0.9
 RA1259'METERS (3.0 FT) E FROM A WITNESS POST.  RM NO 1, IS A STANDARD CGS
 RA1259'DISK STAMPED---COLD SPRINGS 1945 NO 1---, SET INTO A ROCK OUTCROP, 0.9
 RA1259'METERS (3.0 FT) LARGEST DIMENSION.  THE STATION IS LOCATED 11.0 METERS
 RA1259'(36.1 FT) E FROM THE NE CORNER OF FOUNDAION, 7.2 METERS (23.6 FT) ESE
 RA1259'FROM A WITNESS POST, 3.0 METERS (9.8 FT) SW FROM A CARN, AND 0.3
 RA1259'METERS (1.0 FT) LOWER THAN THE STATION.  RM NO 3, IS A STANDARD NGS
 RA1259'DISK STAMPED---COLD SPRINGS USGS 1946 NO 3 1985---, SET INTO ROCK
 RA1259'OUTCROP, 0.4 METERS (1.3 FT) LARGEST DIMENSION.  THE STATION IS
 RA1259'LOCATED 10.4 METERS (34.1 FT) NE FROM THE NW CORNER OF THE FOUNDATION,
 RA1259'8.8 METERS (28.9 FT) NNE FROM THE NE CORNER OF OLD ROCK FOUNDATION,
 RA1259'8.5 METERS (27.9 FT) N FROM A WITNESS POST, AND ABOUT SAME ELEVATION
 RA1259'AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1254 ***********************************************************************
 RA1254  DESIGNATION -  COLD SPRINGS LOOKOUT
 RA1254  PID         -  RA1254
 RA1254  STATE/COUNTY-  ID/IDAHO
 RA1254  USGS QUAD   -  KIRKWOOD CREEK (1995)
 RA1254
 RA1254                         *CURRENT SURVEY CONTROL
 RA1254  ___________________________________________________________________
 RA1254* NAD 83(1992)-  45 30 03.64322(N)    116 27 03.67435(W)     ADJUSTED  
 RA1254* NAVD 88     -      2112.     (meters)    6929.     (feet)  SCALED    
 RA1254  ___________________________________________________________________
 RA1254  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 RA1254  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 RA1254
 RA1254  HORZ ORDER  -  THIRD
 RA1254
 RA1254.The horizontal coordinates were established by classical geodetic methods
 RA1254.and adjusted by the National Geodetic Survey in July 1992..
 RA1254
 RA1254.The orthometric height was scaled from a topographic map.
 RA1254
 RA1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1254
 RA1254.The geoid height was determined by GEOID03.
 RA1254
 RA1254;                    North         East     Units Scale Factor Converg.
 RA1254;SPC ID W     -   426,222.314   745,214.239   MT  0.99997022   -0 30 00.1
 RA1254;SPC OR N     -   211,764.275 2,816,294.226   MT  0.99991138   +2 52 17.3
 RA1254;SPC OR N     -   694,764.68  9,239,810.45   iFT  0.99991138   +2 52 17.3
 RA1254;UTM  11      - 5,038,755.493   542,889.221   MT  0.99962262   +0 23 29.7
 RA1254
 RA1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1254!SPC ID W     -   0.99967138  x   0.99997022  =   0.99964161
 RA1254!SPC OR N     -   0.99967138  x   0.99991138  =   0.99958279
 RA1254!UTM  11      -   0.99967138  x   0.99962262  =   0.99929412
 RA1254
 RA1254                          SUPERSEDED SURVEY CONTROL
 RA1254
 RA1254  NAD 83(1991)-  45 30 03.64365(N)    116 27 03.67359(W) AD(       ) 4
 RA1254  NAD 83(1986)-  45 30 03.64371(N)    116 27 03.67296(W) AD(       ) 4
 RA1254  NAD 27      -  45 30 04.05064(N)    116 27 00.17582(W) AD(       ) 3
 RA1254
 RA1254.Superseded values are not recommended for survey control.
 RA1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1254.See file dsdata.txt to determine how the superseded data were derived.
 RA1254
 RA1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL4288938755(NAD 83)
 RA1254
 RA1254  HISTORY     - Date     Condition        Report By
 RA1254  HISTORY     - 1945     FIRST OBSERVED   CGS
 RA1254
 RA1254                          STATION DESCRIPTION
 RA1254
 RA1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA1254'STATION IS LOCATED ABOUT 8-1/2 MILES NW OF RIGGINS, 7-1/2 MILES WSW
 RA1254'OF LUCILE, AND 5 MILES E OF THE SNAKE RIVER.  IT IS ON THE SAME
 RA1254'POINT ON WHICH IS LOCATED THE COLD SPRINGS LOOKOUT OF THE NEZPERCE
 RA1254'NATIONAL FOREST, AND LIES AT THE HEAD OF CLARKS FORK OF SHEEP
 RA1254'CREEK TO THE S AND LOST VALLEY CREEK TO THE N.
 RA1254'
 RA1254'TO REACH THE STATION FROM THE GOLDEN RULE STORE IN RIGGINS, GO N ON
 RA1254'U.S. HIGHWAY 95 FOR 1.3 MILES TO THE BRIDGE OVER RACE CREEK.  CROSS
 RA1254'OVER BRIDGE, THENCE TURN LEFT, W, OFF THE HIGHWAY, AND FOLLOW THE
 RA1254'ROAD LEADING UP RACE CREEK 1.6 MILES TO A FORK.  KEEP RIGHT FORK,
 RA1254'AS PER SIGN, AND CONTINUE 1.3 MILES TO A FORK AND SIGN COLD SPRING
 RA1254'L.O. 9.  KEEP RIGHT FORK, AS PER SIGN, AND CONTINUE 5.0 MILES
 RA1254'TO CREST OF RIDGE AND SIGN COLD SPRING L.O. 6.  CONTINUE ON ROAD 4.2
 RA1254'MILES TO A FORK.  TAKE LEFT FORK, S, AND CONTINUE 3.0 MILES TO THE
 RA1254'END OF THE ROAD AND END OF TRUCK TRAVEL.  FROM THE END OF TRUCK
 RA1254'TRAVEL CONTINUE W ON THE TRAIL ALONG THE RIDGE ABOUT 2 MILES TO THE
 RA1254'LOOKOUT AND LOCATION OF STATION.  ABOUT A 45-MINUTE BACK PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0586 ***********************************************************************
 QZ0586  DESIGNATION -  COLSON
 QZ0586  PID         -  QZ0586
 QZ0586  STATE/COUNTY-  ID/LEMHI
 QZ0586  USGS QUAD   -  LONG TOM MTN (1962)
 QZ0586
 QZ0586                         *CURRENT SURVEY CONTROL
 QZ0586  ___________________________________________________________________
 QZ0586* NAD 83(1992)-  45 17 57.69169(N)    114 31 18.04587(W)     ADJUSTED  
 QZ0586* NAVD 88     -       943.8    (meters)    3096.     (feet)  VERTCON   
 QZ0586  ___________________________________________________________________
 QZ0586  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 QZ0586  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 QZ0586
 QZ0586  HORZ ORDER  -  THIRD
 QZ0586
 QZ0586.The horizontal coordinates were established by classical geodetic methods
 QZ0586.and adjusted by the National Geodetic Survey in July 1992..
 QZ0586
 QZ0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0586
 QZ0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0586
 QZ0586.The geoid height was determined by GEOID03.
 QZ0586
 QZ0586;                    North         East     Units Scale Factor Converg.
 QZ0586;SPC ID C     -   403,711.158   459,084.141   MT  0.99996794   -0 22 14.9
 QZ0586;SPC ID W     -   404,307.147   896,337.056   MT  1.00004741   +0 52 23.3
 QZ0586;UTM  11      - 5,019,194.213   694,309.212   MT  1.00006425   +1 45 43.6
 QZ0586
 QZ0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0586!SPC ID C     -   0.99985420  x   0.99996794  =   0.99982215
 QZ0586!SPC ID W     -   0.99985420  x   1.00004741  =   0.99990161
 QZ0586!UTM  11      -   0.99985420  x   1.00006425  =   0.99991844
 QZ0586
 QZ0586:                Primary Azimuth Mark                     Grid Az
 QZ0586:SPC ID C     -  COLSON AZ MK                             032 26 34.7
 QZ0586:SPC ID W     -  COLSON AZ MK                             031 11 56.5
 QZ0586:UTM  11      -  COLSON AZ MK                             030 18 36.2
 QZ0586
 QZ0586|---------------------------------------------------------------------|
 QZ0586| PID    Reference Object                     Distance      Geod. Az  |
 QZ0586|                                                           dddmmss.s |
 QZ0586| CH7129 COLSON AZ MK                                       0320419.8 |
 QZ0586| CH7130 COLSON RM 1                          23.555 METERS 04509     |
 QZ0586| CH7131 COLSON RM 2                           9.698 METERS 24455     |
 QZ0586|---------------------------------------------------------------------|
 QZ0586
 QZ0586                          SUPERSEDED SURVEY CONTROL
 QZ0586
 QZ0586  NAD 83(1986)-  45 17 57.69208(N)    114 31 18.03927(W) AD(       ) 3
 QZ0586  NAD 27      -  45 17 57.99800(N)    114 31 14.71100(W) AD(       ) 3
 QZ0586  NGVD 29 (07/19/86)  942.6    (m)         3093.     (f) VERT ANG       
 QZ0586
 QZ0586.Superseded values are not recommended for survey control.
 QZ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0586.See file dsdata.txt to determine how the superseded data were derived.
 QZ0586
 QZ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL9430919194(NAD 83)
 QZ0586_MARKER: Z = SEE DESCRIPTION
 QZ0586_SETTING: 0 = UNSPECIFIED SETTING
 QZ0586
 QZ0586  HISTORY     - Date     Condition        Report By
 QZ0586  HISTORY     - 1945     MONUMENTED       CGS
 QZ0586
 QZ0586                          STATION DESCRIPTION
 QZ0586
 QZ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0586'THE STATION IS ABOUT 15 MILES W OF SHOUP, 1/2 MILE E OF COLSON
 QZ0586'CREEK AND THE HARVEY LIPE FARMHOUSE, AT THE S EDGE OF A CULTIVATED
 QZ0586'FIELD, AND ON THE N BANK OF THE SALMON RIVER.  IT IS 92 FEET
 QZ0586'W OF AN 8-INCH PINE TREE AND 4 FEET N OF A ROCK WALL.
 QZ0586'
 QZ0586'STATION MARK IS A BRONZE STATION DISK IN CONCRETE, STAMPED
 QZ0586'COLSON 1945, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 QZ0586'UNDERGROUND MARK IS A BRONZE STATION DISK.
 QZ0586'
 QZ0586'REFERENCE MARK 1 IS NE OF THE STATION AND IS IN A LARGE
 QZ0586'BOULDER WHICH PROJECTS ABOUT 2 FEET.  STATION MARK IS A
 QZ0586'BRONZE STATION DISK AND IS STAMPED COLSON NO 1 1945.
 QZ0586'
 QZ0586'REFERENCE MARK 2 IS WSW OF THE STATION AND IS IN A SMALL
 QZ0586'BOULDER WHICH PROJECTS ABOUT 3 INCHES.  STATION MARK IS A
 QZ0586'BRONZE STATION DISK AND IS STAMPED COLSON NO 2 1945.
 QZ0586'
 QZ0586'THE AZIMUTH MARK IS ABOUT 1/2 MILE NE OF THE STATION, 25
 QZ0586'YARDS N OF THE CENTER LINE OF THE ROAD DOWN THE SALMON RIVER,
 QZ0586'AT THE SITE OF AN OLD CCC CAMP.  IT IS IN A LARGE BOULDER
 QZ0586'WHICH PROJECTS ABOUT 3 FEET.  IT IS A BRONZE AZIMUTH DISK AND
 QZ0586'IS STAMPED COLSON 1945.
 QZ0586'
 QZ0586'TO REACH THE STATION FROM SHOUP, GO W ON THE ROAD DOWN THE
 QZ0586'SALMON RIVER FOR 1.5 MILES TO THE PINE CREEK BRIDGE, CROSS
 QZ0586'THE BRIDGE AND CONTINUE DOWN THE RIVER FOR 7.0 MILES TO PANTHER
 QZ0586'CREEK.  CONTINUE DOWN THE RIVER ROAD FOR ANOTHER 7.0 MILES TO THE
 QZ0586'SITE OF AN OLD CCC CAMP AND THE AZIMUTH MARK ON THE N SIDE OF
 QZ0586'THE ROAD.  CONTINUE 0.35 MILE AND TURN LEFT THROUGH A GATE
 QZ0586'IN THE FENCE.  FOLLOW THE FARM ROAD SW TO THE RIVER BANK, LOW
 QZ0586'ROCK WALL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0387 ***********************************************************************
 NW0387  DESIGNATION -  COLT
 NW0387  PID         -  NW0387
 NW0387  STATE/COUNTY-  ID/OWYHEE
 NW0387  USGS QUAD   -  COYOTE HOLE (1973)
 NW0387
 NW0387                         *CURRENT SURVEY CONTROL
 NW0387  ___________________________________________________________________
 NW0387* NAD 83(1992)-  42 06 00.04889(N)    116 50 47.32933(W)     ADJUSTED  
 NW0387* NAVD 88     -      1681.9    (meters)    5518.     (feet)  VERTCON   
 NW0387  ___________________________________________________________________
 NW0387  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 NW0387  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 NW0387
 NW0387  HORZ ORDER  -  FIRST
 NW0387
 NW0387.The horizontal coordinates were established by classical geodetic methods
 NW0387.and adjusted by the National Geodetic Survey in July 1992..
 NW0387
 NW0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0387
 NW0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0387
 NW0387.The geoid height was determined by GEOID03.
 NW0387
 NW0387;                    North         East     Units Scale Factor Converg.
 NW0387;SPC ID W     -    48,710.933   709,303.633   MT  1.00003451   -0 44 06.6
 NW0387;SPC NV E     - 8,816,578.076    95,520.917   MT  1.00003427   -0 50 48.9
 NW0387;SPC NV E     -28,925,723.24    313,388.21   sFT  1.00003427   -0 50 48.9
 NW0387;UTM  11      - 4,660,892.117   512,694.204   MT  0.99960198   +0 06 10.5
 NW0387
 NW0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0387!SPC ID W     -   0.99973903  x   1.00003451  =   0.99977353
 NW0387!SPC NV E     -   0.99973903  x   1.00003427  =   0.99977329
 NW0387!UTM  11      -   0.99973903  x   0.99960198  =   0.99934112
 NW0387
 NW0387|---------------------------------------------------------------------|
 NW0387| PID    Reference Object                     Distance      Geod. Az  |
 NW0387|                                                           dddmmss.s |
 NW0387| CD4464 COLT RM 1                             6.443 METERS 02325     |
 NW0387| CD4465 COLT RM 2                             8.309 METERS 14418     |
 NW0387| CD4463 COLT AZ MK                                         3163355.3 |
 NW0387|---------------------------------------------------------------------|
 NW0387
 NW0387                          SUPERSEDED SURVEY CONTROL
 NW0387
 NW0387  NAD 83(1991)-  42 06 00.04941(N)    116 50 47.32951(W) AD(       ) 1
 NW0387  NAD 83(1986)-  42 06 00.05173(N)    116 50 47.32950(W) AD(       ) 1
 NW0387  NAD 27      -  42 06 00.44600(N)    116 50 43.89100(W) AD(       ) 1
 NW0387  NGVD 29 (07/19/86) 1680.8    (m)         5514.     (f) VERT ANG       
 NW0387
 NW0387.Superseded values are not recommended for survey control.
 NW0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0387.See file dsdata.txt to determine how the superseded data were derived.
 NW0387
 NW0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG1269460892(NAD 83)
 NW0387_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0387_SETTING: 80 = SET IN A BOULDER
 NW0387_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0387
 NW0387  HISTORY     - Date     Condition        Report By
 NW0387  HISTORY     - 1956     MONUMENTED       CGS
 NW0387
 NW0387                          STATION DESCRIPTION
 NW0387
 NW0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0387'THE STATION IS ON THE HIGHEST PART OF A LONG NORTH-SOUTH RIDGE
 NW0387'ON THE WEST SIDE OF THE SOUTH FORK OWYHEE RIVER.  IT IS ABOUT
 NW0387'39 MILES WEST-NORTHWEST OF OWYHEE, NEVADA, 46 MILES EAST OF
 NW0387'MC DERMITT, NEVADA, 7-1/2 MILES NORTH OF THE NEVADA-IDAHO
 NW0387'STATE LINE AND ABOUT 4 MILES SOUTH OF THE 45 RANCH.
 NW0387'
 NW0387'TO REACH FROM THE 45 RANCH HOUSE, GO SOUTH FOR 0.4 MILE, TURN
 NW0387'RIGHT AND CROSS THE RIVER, THENCE TURN LEFT ON TRACK ROAD (ON
 NW0387'THE WEST SIDE OF THE RIVER) AND GO SOUTH AND SOUTHWEST FOR 0.3
 NW0387'MILE TO A GATE.  GO THROUGH THE GATE, CROSS THE STREAM AGAIN
 NW0387'AND FOLLOW THE ROAD WEST, SOUTHWEST AND SOUTHERLY, UP OUT OF
 NW0387'THE CANYON, FOR A DISTANCE OF 3.4 MILES TO A FORK (A 4-WHEEL
 NW0387'DRIVE VEHICLE IS RECOMMENDED TO NEGOTIATE THE STEEP CLIMB OUT
 NW0387'OF THE CANYON).  TAKE THE LEFT FORK, SOUTHEAST, FOR 1.6 MILES.
 NW0387'THE STATION HILL IS ABOUT 3/4 MILE EAST-SOUTHEAST OF THIS
 NW0387'POINT AND MAY BE IDENTIFIED BY SOME LARGE ROCK FORMATIONS ON
 NW0387'THE NORTHWEST SIDE OF THE HILL.  THE AZIMUTH MARK IS ON THE
 NW0387'SOUTH SLOPE OF THE LOWER HILL, 0.4 MILE NORTH-NORTHEAST OF
 NW0387'THE ABOVE POINT.  THIS UNIT TURNED LEFT OFF THE ROAD (AT
 NW0387'1.6 MILEAGE) AND DROVE TO THE AZIMUTH MARK, THENCE
 NW0387'SOUTHEAST ACROSS COUNTRY FOR 0.9 MILE TO THE STATION.  ONE MAY
 NW0387'CONTINUE SOUTHEAST ON THE ROAD (AT 1.6 MILEAGE) FOR 0.2 MILE TO
 NW0387'A DIM T-ROAD LEFT.  TURN LEFT AND GO 0.8 MILE.  LEAVE
 NW0387'THE ROAD, TURN RIGHT AND GO SOUTHERLY FOR ABOUT 0.3 MILE TO
 NW0387'THE TOP OF THE HILL AND STATION SITE.
 NW0387'
 NW0387'TO REACH THE 45 RANCH FROM THE POST OFFICE IN OWYHEE, GO NORTH
 NW0387'ON GRAVELED ROAD FOR 3.4 MILES TO A T-ROAD LEFT.  TURN LEFT,
 NW0387'WEST, FOR 2.7 MILES TO A FORK.  TAKE THE RIGHT FORK, NORTHERLY,
 NW0387'FOR 3.2 MILES TO A FORK.  TAKE THE LEFT FORK, WESTERLY, FOR 0.9
 NW0387'MILE TO A GATE.  GO THROUGH THE GATE AND CONTINUE NORTHWESTERLY
 NW0387'(KEEPING LEFT AT ALL FORKS) FOR 3.1 MILES TO A GATE NEAR THE
 NW0387'TOP OF THE RIM.  GO THROUGH THE GATE AND CONTINUE WESTERLY FOR
 NW0387'0.2 MILE TO A FORK.  TAKE THE LEFT FORK, WESTERLY, FOR 5.8
 NW0387'MILES TO A GATE.  GO THROUGH THE GATE AND CONTINUE WEST FOR
 NW0387'1.35 MILES TO A FORK.  TAKE THE LEFT FORK, WEST, FOR 2.6
 NW0387'MILES TO A FORK.  TAKE THE LEFT FORK, WESTERLY, ACROSS DRY
 NW0387'BASIN, FOR 2.45 MILES TO THE TOP OF THE RIDGE AND A REVERSE
 NW0387'Y-FORK.  CONTINUE WEST FOR 5.8 MILES TO A CROSSROAD ON
 NW0387'THE EAST SIDE OF A NORTH-SOUTH FENCE AND A GATE.  GO THROUGH
 NW0387'THE GATE AND CONTINUE WEST FOR 4.2 MILES TO A FORK.  TAKE THE
 NW0387'RIGHT FORK FOR 2.9 MILES TO A WINDMILL AND WATER TANK ON
 NW0387'THE LEFT.  CONTINUE WEST FOR 0.9 MILE TO A GATE, GO THROUGH
 NW0387'THE GATE AND CONTINUE WEST-NORTHWEST FOR 8.1 MILES TO A
 NW0387'GATE.  GO THROUGH THE GATE AND CONTINUE WESTERLY FOR 1.9
 NW0387'MILES TO THE RANCH AT THE BOTTOM OF THE CANYON ON THE SOUTH
 NW0387'FORK OWYHEE RIVER.
 NW0387'
 NW0387'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS
 NW0387'CEMENTED IN DRILL HOLES IN BOULDERS.
 NW0387'
 NW0387'THE STATION MARK, STAMPED COLT 1956, IS IN A BOULDER PROJECTING
 NW0387'ABOUT 4 INCHES.  IT IS 5 FEET WEST OF A WITNESS POST.
 NW0387'
 NW0387'REFERENCE MARK 1, STAMPED COLT NO 1 1956, IS IN A BOULDER
 NW0387'PROJECTING ABOUT 3 INCHES.
 NW0387'
 NW0387'REFERENCE MARK 2, STAMPED COLT NO 2 1956, IS IN A BOULDER
 NW0387'PROJECTING ABOUT 2 INCHES.
 NW0387'
 NW0387'THE AZIMUTH MARK, STAMPED COLT 1956, IS A STANDARD DISK CEMENTED
 NW0387'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS 2-1/2
 NW0387'FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0732 ***********************************************************************
 QZ0732  DESIGNATION -  COLUMBIA RIDGE
 QZ0732  PID         -  QZ0732
 QZ0732  STATE/COUNTY-  ID/IDAHO
 QZ0732  USGS QUAD   -  OROGRANDE (1995)
 QZ0732
 QZ0732                         *CURRENT SURVEY CONTROL
 QZ0732  ___________________________________________________________________
 QZ0732* NAD 83(1992)-  45 37 52.05970(N)    115 36 18.95960(W)     ADJUSTED  
 QZ0732* NAVD 88     -      2396.19   (+/-2cm)    7861.5    (feet)  VERTCON   
 QZ0732  ___________________________________________________________________
 QZ0732  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 QZ0732  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 QZ0732
 QZ0732  HORZ ORDER  -  THIRD
 QZ0732  VERT ORDER  -  THIRD ? (See Below)
 QZ0732
 QZ0732.The horizontal coordinates were established by classical geodetic methods
 QZ0732.and adjusted by the National Geodetic Survey in July 1992..
 QZ0732
 QZ0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0732.The vertical order pertains to the NGVD 29 superseded value.
 QZ0732
 QZ0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0732
 QZ0732.The geoid height was determined by GEOID03.
 QZ0732
 QZ0732;                    North         East     Units Scale Factor Converg.
 QZ0732;SPC ID W     -   440,453.907   811,285.045   MT  0.99993490   +0 06 12.5
 QZ0732;UTM  11      - 5,054,010.549   608,712.620   MT  0.99974530   +0 59 49.7
 QZ0732
 QZ0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0732!SPC ID W     -   0.99962680  x   0.99993490  =   0.99956173
 QZ0732!UTM  11      -   0.99962680  x   0.99974530  =   0.99937220
 QZ0732
 QZ0732|---------------------------------------------------------------------|
 QZ0732| PID    Reference Object                     Distance      Geod. Az  |
 QZ0732|                                                           dddmmss.s |
 QZ0732| CH7132 COLUMBIA RIDGE LOT                    4.974 METERS 13520     |
 QZ0732| QZ0737 BUFFALO                             APPROX. 7.4 KM 2605143.3 |
 QZ0732|---------------------------------------------------------------------|
 QZ0732
 QZ0732                          SUPERSEDED SURVEY CONTROL
 QZ0732
 QZ0732  NAD 83(1986)-  45 37 52.06173(N)    115 36 18.95623(W) AD(       ) 3
 QZ0732  NAD 27      -  45 37 52.41602(N)    115 36 15.48489(W) AD(       ) 3
 QZ0732  NGVD 29 (07/19/86) 2394.83   (m)         7857.0    (f) LEVELING    3  
 QZ0732
 QZ0732.Superseded values are not recommended for survey control.
 QZ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0732.See file dsdata.txt to determine how the superseded data were derived.
 QZ0732
 QZ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL0871354011(NAD 83)
 QZ0732_MARKER: DD = SURVEY DISK
 QZ0732_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QZ0732
 QZ0732  HISTORY     - Date     Condition        Report By
 QZ0732  HISTORY     - 1974     MONUMENTED       USGS
 QZ0732
 QZ0732                          STATION DESCRIPTION
 QZ0732
 QZ0732'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QZ0732'LOCATED ABOUT 16 MI SSW. OF ELK CITY, 14 MI N. OF SALMON RIVER, 9
 QZ0732'MI NW. OF DIXIE.  IN 1/4 UNSURVEYED SEC 33, T27N, R7E.  ON WOODED
 QZ0732'TOP ABOUT 30 FT. SSW. OF AND 3.5 FT. LOWER THAN HIGHEST POINT, IN
 QZ0732'NORTHWEST CONCRETE FOOTING OF DESTROYED LOT.
 QZ0732'
 QZ0732'REACHED BY HELICOPTER.
 QZ0732'
 QZ0732'STATION MARK--STANDARD TABLET STAMPED---COLUMBIA RIDGE 1974---, SET
 QZ0732'IN 3-FT. SQUARE CONCRETE FOOTING PROJECTING 0.2 FT. ABOVE GROUND.
 QZ0732'
 QZ0732'3/8-INCH REBAR MARKS CENTER OF OLD COLUMBIA RIDGE LOT.  TOP OF
 QZ0732'REBAR IS 0.3 FT. LOWER THAN STATION.  TOP OF REBAR HAS 1962 USGS
 QZ0732'THIRD-ORDER ELEVATION OF 7856.731.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1639 ***********************************************************************
 NU1639  DESIGNATION -  COMER
 NU1639  PID         -  NU1639
 NU1639  STATE/COUNTY-  ID/BINGHAM
 NU1639  USGS QUAD   -  ABERDEEN (1971)
 NU1639
 NU1639                         *CURRENT SURVEY CONTROL
 NU1639  ___________________________________________________________________
 NU1639* NAD 83(1994)-  42 59 19.10995(N)    112 47 29.50405(W)     ADJUSTED  
 NU1639* NAVD 88     -      1351.     (meters)    4432.     (feet)  SCALED    
 NU1639  ___________________________________________________________________
 NU1639  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 NU1639  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 NU1639
 NU1639  HORZ ORDER  -  THIRD
 NU1639
 NU1639.The horizontal coordinates were established by classical geodetic methods
 NU1639.and adjusted by the National Geodetic Survey in June 1998..
 NU1639
 NU1639.The orthometric height was scaled from a topographic map.
 NU1639
 NU1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1639
 NU1639.The geoid height was determined by GEOID03.
 NU1639
 NU1639;                    North         East     Units Scale Factor Converg.
 NU1639;SPC ID E     -   147,026.271   149,041.354   MT  0.99997930   -0 25 33.9
 NU1639;UTM  12      - 4,761,110.681   353,946.826   MT  0.99986243   -1 13 18.4
 NU1639
 NU1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1639!SPC ID E     -   0.99979025  x   0.99997930  =   0.99976956
 NU1639!UTM  12      -   0.99979025  x   0.99986243  =   0.99965271
 NU1639
 NU1639:                Primary Azimuth Mark                     Grid Az
 NU1639:SPC ID E     -  CHANDLER RESET                           022 00 50.9
 NU1639:UTM  12      -  CHANDLER RESET                           022 48 35.4
 NU1639
 NU1639|---------------------------------------------------------------------|
 NU1639| PID    Reference Object                     Distance      Geod. Az  |
 NU1639|                                                           dddmmss.s |
 NU1639| OY0889 CHANDLER RESET                      APPROX.14.0 KM 0213517.0 |
 NU1639|---------------------------------------------------------------------|
 NU1639
 NU1639                          SUPERSEDED SURVEY CONTROL
 NU1639
 NU1639  NAD 83(1992)-  42 59 19.10995(N)    112 47 29.50405(W) AD(       ) 3
 NU1639  NAD 83(1986)-  42 59 19.10460(N)    112 47 29.48926(W) AD(       ) 3
 NU1639  NAD 27      -  42 59 19.42060(N)    112 47 26.51570(W) AD(       ) 3
 NU1639
 NU1639.Superseded values are not recommended for survey control.
 NU1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1639.See file dsdata.txt to determine how the superseded data were derived.
 NU1639
 NU1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5394761111(NAD 83)
 NU1639_MARKER: DD = SURVEY DISK
 NU1639_SETTING: 80 = SET IN A BOULDER
 NU1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1639+STABILITY: SURFACE MOTION
 NU1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1639+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 NU1639
 NU1639  HISTORY     - Date     Condition        Report By
 NU1639  HISTORY     - 1934     MONUMENTED       USGS
 NU1639  HISTORY     - 20051011 GOOD             BOR
 NU1639
 NU1639                          STATION DESCRIPTION
 NU1639
 NU1639'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 NU1639'LOCATED 3.0 MI. N. AND 2.25 MI. E. OF ABERDEEN.
 NU1639'
 NU1639'TO REACH FROM ABERDEEN, FOLLOW STATE HIGHWAY NO. 39, 3.0 MI. N.,
 NU1639'THENCE 2.0 MI. E., THENCE 0.4 MI. S. TO A WHITE FARMHOUSE ON W. SIDE
 NU1639'OF RD. OWNED BY C. H. COMER, THENCE 0.2 MI. SW. TO STATION ON ROCKY
 NU1639'RIDGE.
 NU1639'
 NU1639'STATION MARK--STANDARD TABLET STAMPED---COMER 1934---, CEMENTED IN
 NU1639'LAVA BOULDER.
 NU1639'
 NU1639'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---COMER
 NU1639'1934---, CEMENTED IN LAVA BOULDER, 19.74 FT. FROM STATION MARK,
 NU1639'S 22 DEG 06 MIN E.
 NU1639'
 NU1639'REFERENCE MARK NO. 2--CROSS CHISELED IN LAVA BOULDER, 25.25 FT. FROM
 NU1639'STATION MARK, N 42 DEG 37 MIN E.
 NU1639
 NU1639                          STATION RECOVERY (2005)
 NU1639
 NU1639'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2005 (KCB)
 NU1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0622 ***********************************************************************
 QY0622  DESIGNATION -  COMET
 QY0622  PID         -  QY0622
 QY0622  STATE/COUNTY-  ID/LEMHI
 QY0622  USGS QUAD   -  BIRD CREEK (1966)
 QY0622
 QY0622                         *CURRENT SURVEY CONTROL
 QY0622  ___________________________________________________________________
 QY0622* NAD 83(1992)-  45 20 20.77990(N)    113 55 10.20389(W)     ADJUSTED  
 QY0622* NAVD 88     -      1449.7    (meters)    4756.     (feet)  VERTCON   
 QY0622  ___________________________________________________________________
 QY0622  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 QY0622  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 QY0622
 QY0622  HORZ ORDER  -  SECOND
 QY0622
 QY0622.The horizontal coordinates were established by classical geodetic methods
 QY0622.and adjusted by the National Geodetic Survey in July 1992..
 QY0622
 QY0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0622
 QY0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0622
 QY0622.The geoid height was determined by GEOID03.
 QY0622
 QY0622;                    North         East     Units Scale Factor Converg.
 QY0622;SPC ID C     -   407,999.049   506,309.202   MT  0.99994786   +0 03 26.1
 QY0622;UTM  12      - 5,024,768.756   271,261.037   MT  1.00024335   -2 04 38.9
 QY0622;UTM  11      - 5,025,238.959   741,352.795   MT  1.00031627   +2 11 31.7
 QY0622
 QY0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0622!SPC ID C     -   0.99977481  x   0.99994786  =   0.99972269
 QY0622!UTM  12      -   0.99977481  x   1.00024335  =   1.00001811
 QY0622!UTM  11      -   0.99977481  x   1.00031627  =   1.00009101
 QY0622
 QY0622|---------------------------------------------------------------------|
 QY0622| PID    Reference Object                     Distance      Geod. Az  |
 QY0622|                                                           dddmmss.s |
 QY0622| CN4148 COMET RM 1                                         04844     |
 QY0622| CN4147 COMET AZ MK                                        1372207.3 |
 QY0622| CN4149 COMET RM 2                                         14849     |
 QY0622|---------------------------------------------------------------------|
 QY0622
 QY0622                          SUPERSEDED SURVEY CONTROL
 QY0622
 QY0622  NAD 83(1986)-  45 20 20.77695(N)    113 55 10.19704(W) AD(       ) 2
 QY0622  NAD 27      -  45 20 21.06500(N)    113 55 06.94000(W) AD(       ) 2
 QY0622  NGVD 29 (07/19/86) 1448.6    (m)         4753.     (f) VERT ANG       
 QY0622
 QY0622.Superseded values are not recommended for survey control.
 QY0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0622.See file dsdata.txt to determine how the superseded data were derived.
 QY0622
 QY0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR7126124769(NAD 83)
 QY0622_MARKER: Z = SEE DESCRIPTION
 QY0622_SETTING: 0 = UNSPECIFIED SETTING
 QY0622
 QY0622  HISTORY     - Date     Condition        Report By
 QY0622  HISTORY     - 1945     MONUMENTED       CGS
 QY0622
 QY0622                          STATION DESCRIPTION
 QY0622
 QY0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QY0622'THE STATION IS LOCATED ABOUT 11-1/2 MILES N OF SALMON, ABOUT
 QY0622'0.75 MILE E OF THE POINT WHERE THE COMET CREEK EMPTIES INTO
 QY0622'THE SALMON RIVER, ON THE HIGHEST POINT OF THE SECOND RIDGE
 QY0622'N OF THE S END OF A SERIES OF RIDGES THAT RUN PARALLEL WITH
 QY0622'U.S. HIGHWAY 93.  THE DISK IS IN THE TOP OF A BURIED BOULDER
 QY0622'THAT IS 1- BY 2-FEET AT THE TOP AND PROJECTS ABOUT 6 INCHES.
 QY0622'
 QY0622'STATION MARK IS A BRONZE STATION DISK AND IS STAMPED COMET
 QY0622'1945.
 QY0622'
 QY0622'REFERENCE MARK 1 IS WNW OF THE STATION, ON THE N SLOPE OF THE
 QY0622'RIDGE.  IT IS A BRONZE REFERENCE DISK BRAZED TO THE TOP OF
 QY0622'A 2-INCH CAST-IRON PIPE THAT PROJECTS ABOUT 7 INCHES.  IT IS
 QY0622'STAMPED COMET NO 1 1945.
 QY0622'
 QY0622'REFERENCE MARK 2 IS SSE OF THE STATION, ON THE S SLOPE OF
 QY0622'THE RIDGE.  IT IS A BRONZE REFERENCE DISK BRAZED TO THE TOP
 QY0622'OF A 2-INCH CAST-IRON PIPE THAT PROJECTS ABOUT 5 INCHES.
 QY0622'IT IS STAMPED COMET NO 2 1945.
 QY0622'
 QY0622'THE AZIMUTH MARK IS ABOUT 1 MILE SSE OF THE STATION AND IN
 QY0622'THE E HEAD WALL OF A CONCRETE CULVERT.  IT IS A BUREAU OF
 QY0622'PUBLIC ROADS BRONZE TABLET STAMPED 378419.  TO REACH FROM
 QY0622'THE STATION, RETURN TO HIGHWAY 93 AND GO S FOR 1.8 MILES TO
 QY0622'THE CULVERT AND THE MARK AS DESCRIBED.
 QY0622'
 QY0622'TO REACH THE STATION FROM THE POST OFFICE IN SALMON, GO N
 QY0622'ON U.S. HIGHWAY 93 FOR 12.9 MILES TO A FARMHOUSE ON THE LEFT
 QY0622'AND AN OLD BUILDING ON THE RIGHT.  CONTINUE FOR 0.25 MILE TO
 QY0622'A SIDE ROAD RIGHT THROUGH A GATE.  TURN RIGHT THROUGH THE
 QY0622'GATE AND GO 0.25 MILE TO ANOTHER GATE.  THE STATION MAY BE
 QY0622'REACHED FROM THIS POINT BY CLIMBING E UP THE STEEP HILL TO
 QY0622'THE TOP OR BY TURNING LEFT AND DRIVING ABOUT 0.2 MILE TO
 QY0622'THE TELEPHONE LINES AND CLIMBING THE HILL FROM THIS POINT.
 QY0622'THE CLIMB IS NOT AS STEEP THE LATTER WAY.  IT IS ABOUT A
 QY0622'45-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1399 ***********************************************************************
 OH1399  DESIGNATION -  CONCRETE CROSS MONUMENT
 OH1399  PID         -  OH1399
 OH1399  STATE/COUNTY-  ID/CANYON
 OH1399  USGS QUAD   -  MARSING (1971)
 OH1399
 OH1399                         *CURRENT SURVEY CONTROL
 OH1399  ___________________________________________________________________
 OH1399* NAD 83(1992)-  43 33 28.76531(N)    116 47 24.68770(W)     ADJUSTED  
 OH1399* NAVD 88     -       804.     (meters)    2638.     (feet)  SCALED    
 OH1399  ___________________________________________________________________
 OH1399  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 OH1399  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 OH1399
 OH1399  HORZ ORDER  -  THIRD
 OH1399
 OH1399.The horizontal coordinates were established by classical geodetic methods
 OH1399.and adjusted by the National Geodetic Survey in July 1992..
 OH1399.No horizontal observational check was made to the station.
 OH1399
 OH1399.The orthometric height was scaled from a topographic map.
 OH1399
 OH1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1399
 OH1399.The geoid height was determined by GEOID03.
 OH1399
 OH1399;                    North         East     Units Scale Factor Converg.
 OH1399;SPC ID W     -   210,609.776   715,958.727   MT  1.00002018   -0 43 00.6
 OH1399;UTM  11      - 4,822,803.090   516,945.625   MT  0.99960353   +0 08 40.5
 OH1399
 OH1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1399!SPC ID W     -   0.99987671  x   1.00002018  =   0.99989689
 OH1399!UTM  11      -   0.99987671  x   0.99960353  =   0.99948029
 OH1399
 OH1399                          SUPERSEDED SURVEY CONTROL
 OH1399
 OH1399  NAD 83(1991)-  43 33 28.76511(N)    116 47 24.68606(W) AD(       ) 3
 OH1399  NAD 83(1986)-  43 33 28.76529(N)    116 47 24.68601(W) AD(       ) 3
 OH1399  NAD 27      -  43 33 29.19618(N)    116 47 21.17143(W) AD(       ) 3
 OH1399
 OH1399.Superseded values are not recommended for survey control.
 OH1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1399.See file dsdata.txt to determine how the superseded data were derived.
 OH1399
 OH1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1694622803(NAD 83)
 OH1399
 OH1399  HISTORY     - Date     Condition        Report By
 OH1399  HISTORY     - 1944     MONUMENTED       CGS
 OH1399
 OH1399                          STATION DESCRIPTION
 OH1399
 OH1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH1399'SEE STATION LIZARD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0583 ***********************************************************************
 NT0583  DESIGNATION -  CONDA
 NT0583  PID         -  NT0583
 NT0583  STATE/COUNTY-  ID/CARIBOU
 NT0583  USGS QUAD   -  CHINA HAT (1981)
 NT0583
 NT0583                         *CURRENT SURVEY CONTROL
 NT0583  ___________________________________________________________________
 NT0583* NAD 83(1992)-  42 46 56.14359(N)    111 33 51.71067(W)     ADJUSTED  
 NT0583* NAVD 88     -      1890.6    (meters)    6203.     (feet)  VERTCON   
 NT0583  ___________________________________________________________________
 NT0583  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 NT0583  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 NT0583
 NT0583  HORZ ORDER  -  SECOND
 NT0583
 NT0583.The horizontal coordinates were established by classical geodetic methods
 NT0583.and adjusted by the National Geodetic Survey in July 1992..
 NT0583
 NT0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0583
 NT0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0583
 NT0583.The geoid height was determined by GEOID03.
 NT0583
 NT0583;                    North         East     Units Scale Factor Converg.
 NT0583;SPC ID E     -   124,087.139   249,282.875   MT  0.99997724   +0 24 32.8
 NT0583;UTM  12      - 4,736,790.257   453,837.460   MT  0.99962622   -0 22 60.0
 NT0583
 NT0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0583!SPC ID E     -   0.99970544  x   0.99997724  =   0.99968269
 NT0583!UTM  12      -   0.99970544  x   0.99962622  =   0.99933177
 NT0583
 NT0583|---------------------------------------------------------------------|
 NT0583| PID    Reference Object                     Distance      Geod. Az  |
 NT0583|                                                           dddmmss.s |
 NT0583| NT0427 D 360                                23.559 METERS 08208     |
 NT0583| CM5362 CONDA AZ MK                                        1783537.3 |
 NT0583| CM5363 CONDA RM 1                           14.951 METERS 35855     |
 NT0583|---------------------------------------------------------------------|
 NT0583
 NT0583                          SUPERSEDED SURVEY CONTROL
 NT0583
 NT0583  NAD 83(1986)-  42 46 56.13502(N)    111 33 51.70139(W) AD(       ) 2
 NT0583  NAD 27      -  42 46 56.42370(N)    111 33 48.89340(W) AD(       ) 2
 NT0583  NGVD 29 (07/19/86) 1889.4    (m)         6199.     (f) VERT ANG       
 NT0583
 NT0583.Superseded values are not recommended for survey control.
 NT0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0583.See file dsdata.txt to determine how the superseded data were derived.
 NT0583
 NT0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN5383736790(NAD 83)
 NT0583_MARKER: DS = TRIANGULATION STATION DISK
 NT0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0583
 NT0583  HISTORY     - Date     Condition        Report By
 NT0583  HISTORY     - 1963     MONUMENTED       CGS
 NT0583
 NT0583                          STATION DESCRIPTION
 NT0583
 NT0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0583'THE STATION IS ABOUT 9 MILES NORTH OF SODA SPRINGS, 8-1/2 MILES
 NT0583'SOUTH OF HENRY AND 4 MILES NORTHWEST OF CONDA, ON THE WEST
 NT0583'RIGHT-OF-WAY OF STATE HIGHWAY 34.
 NT0583'
 NT0583'TO REACH THE STATION FROM THE CITY HALL IN SODA SPRINGS, GO NORTH
 NT0583'AND EASTERLY ON STATE HIGHWAY 34 FOR 2.6 MILES TO A FORK AND
 NT0583'A SIGN MONSANTO CHEMICAL CO.  TAKE THE RIGHT FORK, HIGHWAY 34
 NT0583'FOR 0.95 MILE TO CROSSROAD AT A STOP AND GO LIGHT.  CONTINUE
 NT0583'AHEAD, NORTHERLY ON THE HIGHWAY FOR 2.5 MILES TO A SIDE ROAD
 NT0583'RIGHT AND A SIGN CONDA 2.  CONTINUE NORTHERLY ON THE HIGHWAY
 NT0583'FOR 3.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NT0583'AHEAD ON THE HIGHWAY FOR 0.45 MILE TO THE STATION ON THE LEFT.
 NT0583'
 NT0583'STATION MARK IS A STANDARD DISK, STAMPED CONDA 1963, SET IN THE
 NT0583'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 NT0583'SURFACE.  IT IS 38 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 NT0583'34, 51 FEET SOUTH OF A TELEPHONE LINE POLE, 3.7 FEET NORTH OF
 NT0583'A WITNESS POST AND 3 FEET EAST OF A WIRE FENCE.
 NT0583'
 NT0583'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CONDA NO 1 1963,
 NT0583'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 NT0583'2 INCHES.  IT IS 39 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 NT0583'1 FOOT EAST OF THE WIRE FENCE, 1 FOOT SOUTH OF THE TELEPHONE
 NT0583'LINE POLE AND ABOUT THE SAME ELEVATION AS THE STATION.
 NT0583'
 NT0583'D 360 IS A STANDARD BENCH MARK DISK, STAMPED D 360 1951, SET
 NT0583'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 NT0583'6 INCHES.  IT IS 38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 NT0583'3.3 FEET NORTH OF A WITNESS POST, 2 FEET WEST OF A WIRE FENCE
 NT0583'AND ABOUT THE SAME ELEVATION AS THE STATION.
 NT0583'
 NT0583'AZIMUTH MARK IS A STANDARD DISK, STAMPED CONDA 1963, SET IN
 NT0583'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 NT0583'IT IS 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 NT0583'NORTH-NORTHWEST OF THE NORTH GATE POST OF A WIRE GATE, 2.2
 NT0583'FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0601 ***********************************************************************
 NT0601  DESIGNATION -  CONE
 NT0601  PID         -  NT0601
 NT0601  STATE/COUNTY-  ID/CARIBOU
 NT0601  USGS QUAD   -  ALEXANDER (1982)
 NT0601
 NT0601                         *CURRENT SURVEY CONTROL
 NT0601  ___________________________________________________________________
 NT0601* NAD 83(1992)-  42 39 18.13514(N)    111 44 59.57372(W)     ADJUSTED  
 NT0601* NAVD 88     -      1776.1    (meters)    5827.     (feet)  VERTCON   
 NT0601  ___________________________________________________________________
 NT0601  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 NT0601  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 NT0601
 NT0601  HORZ ORDER  -  SECOND
 NT0601
 NT0601.The horizontal coordinates were established by classical geodetic methods
 NT0601.and adjusted by the National Geodetic Survey in July 1992..
 NT0601
 NT0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0601
 NT0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0601
 NT0601.The geoid height was determined by GEOID03.
 NT0601
 NT0601;                    North         East     Units Scale Factor Converg.
 NT0601;SPC ID E     -   109,863.129   234,172.786   MT  0.99996173   +0 16 56.7
 NT0601;UTM  12      - 4,722,780.997   438,537.427   MT  0.99964648   -0 30 29.2
 NT0601
 NT0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0601!SPC ID E     -   0.99972349  x   0.99996173  =   0.99968523
 NT0601!UTM  12      -   0.99972349  x   0.99964648  =   0.99937006
 NT0601
 NT0601|---------------------------------------------------------------------|
 NT0601| PID    Reference Object                     Distance      Geod. Az  |
 NT0601|                                                           dddmmss.s |
 NT0601| CM5366 CONE RM 2                            10.043 METERS 02536     |
 NT0601| NT0592 SODA SPRINGS RAD STA KBRV MAST      APPROX.11.4 KM 0960709.2 |
 NT0601| CM5364 CONE AZ MK                                         1685055.9 |
 NT0601| CM5365 CONE RM 1                            12.085 METERS 24615     |
 NT0601|---------------------------------------------------------------------|
 NT0601
 NT0601                          SUPERSEDED SURVEY CONTROL
 NT0601
 NT0601  NAD 83(1986)-  42 39 18.12734(N)    111 44 59.56483(W) AD(       ) 2
 NT0601  NAD 27      -  42 39 18.41650(N)    111 44 56.73680(W) AD(       ) 2
 NT0601  NGVD 29 (07/19/86) 1774.9    (m)         5823.     (f) VERT ANG       
 NT0601
 NT0601.Superseded values are not recommended for survey control.
 NT0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0601.See file dsdata.txt to determine how the superseded data were derived.
 NT0601
 NT0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN3853722781(NAD 83)
 NT0601_MARKER: DD = SURVEY DISK
 NT0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NT0601
 NT0601  HISTORY     - Date     Condition        Report By
 NT0601  HISTORY     - 1963     MONUMENTED       IDDT
 NT0601
 NT0601                          STATION DESCRIPTION
 NT0601
 NT0601'DESCRIBED BY ID DEPT OF TRANSP 1963 (JCC)
 NT0601'THE STATION IS ABOUT 8 MILES WEST OF SODA SPRINGS, 1/4 MILE
 NT0601'SOUTHWEST OF U.S. HIGHWAY 30 N, 1 MILES WEST OF STATE HIGHWAY
 NT0601'34, ON THE SUMMIT OF ALEXANDER CRATER.
 NT0601'
 NT0601'TO REACH THE STATION FROM THE STATE BANK IN GRACE, GO NORTH
 NT0601'ON STATE HIGHWAY 34 FOR 2.9 MILES TO A RAILROAD CROSSING.
 NT0601'CONTINUE NORTH ON THE HIGHWAY FOR 2.15 MILES TO A FORK.  TAKE
 NT0601'THE LEFT FORK AND CONTINUE STRAIGHT AHEAD FOR ABOUT 200 YARDS
 NT0601'TO A GRAVELED CROSSROAD.  TURN LEFT AND GO WEST ON A DIRT
 NT0601'ROAD FOR 0.95 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 NT0601'WEST FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 NT0601'AND GO NORTH FOR 0.2 MILE TO A FORK AT THE SOUTH SIDE OF THE
 NT0601'CRATER.  TAKE THE RIGHT FORK AND FOLLOW A TRACK ROAD AROUND
 NT0601'THE EAST SIDE OF THE CRATER FOR 0.3 MILE TO THE END OF TRUCK
 NT0601'TRAVEL.  FROM THIS POINT PACK WEST FOR ABOUT 10 MINUTES TO
 NT0601'THE HIGHEST POINT AND THE STATION.
 NT0601'
 NT0601'THE STATION MARK IS A BRONZE DISK OF THE STATE HIGHWAY DEPARTMENT,
 NT0601'STAMPED CONE IDH 1962, SET IN THE TOP OF A CONCRETE POST 8
 NT0601'INCHES IN DIAMETER AND PROJECTING 4 INCHES.  IT IS 36.9 FEET
 NT0601'WEST OF A NORTH-SOUTH FENCE.
 NT0601'
 NT0601'REFERENCE MARK 1 IS A BRONZE DISK OF THE STATE HIGHWAY DEPARTMENT,
 NT0601'STAMPED CONE R.M. 1, SET IN THE TOP OF A CONCRETE POST 8 INCHES
 NT0601'IN DIAMETER AND PROJECTING 6 INCHES.  IT IS 70.6 FEET WEST
 NT0601'OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 NT0601'
 NT0601'REFERENCE MARK 2 IS A BRONZE DISK OF THE STATE HIGHWAY DEPARTMENT,
 NT0601'STAMPED CONE R.M. 2, SET IN THE TOP OF A CONCRETE POST 8 INCHES
 NT0601'IN DIAMETER AND PROJECTING 5 INCHES.  IT IS 20.4 FEET WEST OF
 NT0601'THE FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 NT0601'
 NT0601'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CONE I D H 1963,
 NT0601'CEMENTED IN A DRILL HOLE IN A 4 BY 5 FOOT ROCK OUTCROP THAT
 NT0601'FORMS THE SOUTH END OF A VOLCANIC RIDGE.  IT IS ABOUT 150
 NT0601'FEET SOUTH AND 30 FEET HIGHER THAN THE CENTERLINE OF THE ROAD
 NT0601'AND 2.0 FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0641 ***********************************************************************
 PZ0641  DESIGNATION -  CONE
 PZ0641  PID         -  PZ0641
 PZ0641  STATE/COUNTY-  ID/CLARK
 PZ0641  USGS QUAD   -  GARDNER LAKE (1972)
 PZ0641
 PZ0641                         *CURRENT SURVEY CONTROL
 PZ0641  ___________________________________________________________________
 PZ0641* NAD 83(1992)-  44 15 49.49937(N)    112 01 30.57914(W)     ADJUSTED  
 PZ0641* NAVD 88     -      1871.5    (meters)    6140.     (feet)  VERTCON   
 PZ0641  ___________________________________________________________________
 PZ0641  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 PZ0641  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 PZ0641
 PZ0641  HORZ ORDER  -  THIRD
 PZ0641
 PZ0641.The horizontal coordinates were established by classical geodetic methods
 PZ0641.and adjusted by the National Geodetic Survey in July 1992..
 PZ0641
 PZ0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0641
 PZ0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0641
 PZ0641.The geoid height was determined by GEOID03.
 PZ0641
 PZ0641;                    North         East     Units Scale Factor Converg.
 PZ0641;SPC ID E     -   288,509.907   211,298.648   MT  0.99994894   +0 05 55.6
 PZ0641;UTM  12      - 4,901,678.594   418,173.494   MT  0.99968234   -0 42 56.0
 PZ0641
 PZ0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0641!SPC ID E     -   0.99970826  x   0.99994894  =   0.99965722
 PZ0641!UTM  12      -   0.99970826  x   0.99968234  =   0.99939069
 PZ0641
 PZ0641:                Primary Azimuth Mark                     Grid Az
 PZ0641:SPC ID E     -  VOLCO                                    289 40 11.2
 PZ0641:UTM  12      -  VOLCO                                    290 29 02.8
 PZ0641
 PZ0641|---------------------------------------------------------------------|
 PZ0641| PID    Reference Object                     Distance      Geod. Az  |
 PZ0641|                                                           dddmmss.s |
 PZ0641| PZ0642 VOLCO                               APPROX.10.9 KM 2894606.8 |
 PZ0641|---------------------------------------------------------------------|
 PZ0641
 PZ0641                          SUPERSEDED SURVEY CONTROL
 PZ0641
 PZ0641  NAD 83(1986)-  44 15 49.49823(N)    112 01 30.56513(W) AD(       ) 3
 PZ0641  NAD 27      -  44 15 49.81107(N)    112 01 27.64010(W) AD(       ) 3
 PZ0641  NGVD 29 (07/19/86) 1870.3    (m)         6136.     (f) VERT ANG       
 PZ0641
 PZ0641.Superseded values are not recommended for survey control.
 PZ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0641.See file dsdata.txt to determine how the superseded data were derived.
 PZ0641
 PZ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ1817301679(NAD 83)
 PZ0641_MARKER: DD = SURVEY DISK
 PZ0641_SETTING: 0 = UNSPECIFIED SETTING
 PZ0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0641
 PZ0641  HISTORY     - Date     Condition        Report By
 PZ0641  HISTORY     - 1963     MONUMENTED       USGS
 PZ0641
 PZ0641                          STATION DESCRIPTION
 PZ0641
 PZ0641'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 PZ0641'LOCATED ABOUT 12 MI. (AIRLINE) NE. OF DUBOIS, 8.8 MI. ENE. OF SHEEP
 PZ0641'EXPERIMENTAL STATION, 5.2 MI. N. OF THE JACOBY RANCH, ON TOP OF A
 PZ0641'PROMINENT, CONICAL SHAPED TOP RISING OUT OF THE VALLEY FLOOR.
 PZ0641'
 PZ0641'TO REACH FROM THE POST OFFICE IN DUBOIS, DRIVE S. ON U.S. HIGHWAY 91
 PZ0641'FOR 0.5 MI. TO CROSSROAD, TURN LEFT CROSSING RR. TRACKS, AND FOLLOW
 PZ0641'MAIN TRAVELED RD. IN AN EASTERLY DIRECTION 12.4 MI. TO A T-RD. W.,
 PZ0641'TURN LEFT ON OLD RD. FOR 0.1 MI. TO CROSSROAD, TURN RIGHT AND FOLLOW
 PZ0641'OLD RD. N. 0.3 MI. TO A RD. FORK, KEEP LEFT (N.) 0.3 MI. TO A
 PZ0641'CROSSROAD, GO N. 0.3 MI. TO A CROSSROAD, TURN RIGHT AND FOLLOW DIM
 PZ0641'RD. E. FOR 0.3 MI. TO CONICAL TOP AND STATION.
 PZ0641'
 PZ0641'STATION MARK--STANDARD TABLET STAMPED---CONE 1963--- SET IN TOP
 PZ0641'OF CONCRETE POST PROJECTING 0.8 FT. ABOVE GROUND.
 PZ0641'
 PZ0641'REFERENCE MARKS--NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0857 ***********************************************************************
 OZ0857  DESIGNATION -  CONE
 OZ0857  PID         -  OZ0857
 OZ0857  STATE/COUNTY-  ID/LINCOLN
 OZ0857  USGS QUAD   -  MAMMOTH CAVE (1979)
 OZ0857
 OZ0857                         *CURRENT SURVEY CONTROL
 OZ0857  ___________________________________________________________________
 OZ0857* NAD 83(1994)-  43 07 11.91987(N)    114 28 48.72749(W)     ADJUSTED  
 OZ0857* NAVD 88     -      1544.7    (meters)    5068.     (feet)  VERTCON   
 OZ0857  ___________________________________________________________________
 OZ0857  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 OZ0857  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 OZ0857
 OZ0857  HORZ ORDER  -  THIRD
 OZ0857
 OZ0857.The horizontal coordinates were established by classical geodetic methods
 OZ0857.and adjusted by the National Geodetic Survey in June 1998..
 OZ0857
 OZ0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0857
 OZ0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0857
 OZ0857.The geoid height was determined by GEOID03.
 OZ0857
 OZ0857;                    North         East     Units Scale Factor Converg.
 OZ0857;SPC ID C     -   161,538.588   460,922.155   MT  0.99996615   -0 19 41.6
 OZ0857;UTM  11      - 4,777,220.352   704,988.950   MT  1.00011695   +1 43 22.6
 OZ0857
 OZ0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0857!SPC ID C     -   0.99976005  x   0.99996615  =   0.99972620
 OZ0857!UTM  11      -   0.99976005  x   1.00011695  =   0.99987697
 OZ0857
 OZ0857:                Primary Azimuth Mark                     Grid Az
 OZ0857:SPC ID C     -  FINCH                                    304 19 24.7
 OZ0857:UTM  11      -  FINCH                                    302 16 20.5
 OZ0857
 OZ0857|---------------------------------------------------------------------|
 OZ0857| PID    Reference Object                     Distance      Geod. Az  |
 OZ0857|                                                           dddmmss.s |
 OZ0857| OZ0955 FINCH                               APPROX. 8.0 KM 3035943.1 |
 OZ0857|---------------------------------------------------------------------|
 OZ0857
 OZ0857                          SUPERSEDED SURVEY CONTROL
 OZ0857
 OZ0857  NAD 83(1992)-  43 07 11.91987(N)    114 28 48.72749(W) AD(       ) 3
 OZ0857  NAD 83(1986)-  43 07 11.91698(N)    114 28 48.72429(W) AD(       ) 3
 OZ0857  NGVD 29 (01/23/89) 1543.8    (m)         5065.     (f) VERT ANG       
 OZ0857
 OZ0857.Superseded values are not recommended for survey control.
 OZ0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0857.See file dsdata.txt to determine how the superseded data were derived.
 OZ0857
 OZ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0498977220(NAD 83)
 OZ0857_MARKER: DD = SURVEY DISK
 OZ0857_SETTING: 80 = SET IN A BOULDER
 OZ0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0857+STABILITY: SURFACE MOTION
 OZ0857
 OZ0857  HISTORY     - Date     Condition        Report By
 OZ0857  HISTORY     - 1956     MONUMENTED       USGS
 OZ0857
 OZ0857                          STATION DESCRIPTION
 OZ0857
 OZ0857'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ0857'LOCATED ABOUT 19 MI. NE. OF GOODING AND 13.5 MI. N. OF SHOSHONE, ON
 OZ0857'HIGHEST POINT OF SHARP CONE-SHAPED PEAK.
 OZ0857'
 OZ0857'TO REACH FROM GOODING POST OFFICE, DRIVE N. ALONG STATE HIGHWAY 46 FOR
 OZ0857'5.5 MI. TO RIGHT ANGLE BEND IN RD., CONTINUE E. FOR 6.7 MI. TO
 OZ0857'CROSSROADS, TAKE LEFT FORK (N.) FOR 2.7 MI., CROSS CANAL AND DRIVE N.
 OZ0857'ON MAIN RD. 2.8 MI. TO RD. FORKS, CONTINUE STRAIGHT AHEAD FOR 3.9 MI.,
 OZ0857'TAKE LEFT FORK 0.5 MI., TURN E. ACROSS COUNTRY FOR 0.3 MI. TO END OF
 OZ0857'RD.  PACK E. FOR ABOUT 0.5 MI. TO TOP AND STATION.
 OZ0857'
 OZ0857'STATION MARK--STANDARD TABLET STAMPED---CONE 1956---, CEMENTED IN
 OZ0857'HUGE BOULDER.
 OZ0857'
 OZ0857'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---1
 OZ0857'CONE 1956---, CEMENTED IN BOULDER, 11.34 FT. FROM STATION MARK,
 OZ0857'N 42 DEG 16 MIN W.
 OZ0857'
 OZ0857'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---2
 OZ0857'CONE 1956---, CEMENTED IN BOULDER, 13.35 FT. FROM STATION MARK,
 OZ0857'N 43 DEG 55 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0359 ***********************************************************************
 NW0359  DESIGNATION -  CONICAL
 NW0359  PID         -  NW0359
 NW0359  STATE/COUNTY-  ID/OWYHEE
 NW0359  USGS QUAD   -  GRAND VIEW (1992)
 NW0359
 NW0359                         *CURRENT SURVEY CONTROL
 NW0359  ___________________________________________________________________
 NW0359* NAD 83(1992)-  42 53 05.66826(N)    116 01 24.41263(W)     ADJUSTED  
 NW0359* NAVD 88     -       892.9    (meters)    2929.     (feet)  VERTCON   
 NW0359  ___________________________________________________________________
 NW0359  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 NW0359  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 NW0359
 NW0359  HORZ ORDER  -  THIRD
 NW0359
 NW0359.The horizontal coordinates were established by classical geodetic methods
 NW0359.and adjusted by the National Geodetic Survey in July 1992..
 NW0359
 NW0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0359
 NW0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0359
 NW0359.The geoid height was determined by GEOID03.
 NW0359
 NW0359;                    North         East     Units Scale Factor Converg.
 NW0359;SPC ID W     -   135,347.834   777,662.701   MT  0.99993947   -0 11 09.9
 NW0359;UTM  11      - 4,748,496.645   579,745.842   MT  0.99967823   +0 39 52.6
 NW0359
 NW0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0359!SPC ID W     -   0.99986267  x   0.99993947  =   0.99980215
 NW0359!UTM  11      -   0.99986267  x   0.99967823  =   0.99954094
 NW0359
 NW0359:                Primary Azimuth Mark                     Grid Az
 NW0359:SPC ID W     -  STONY                                    061 12 23.1
 NW0359:UTM  11      -  STONY                                    060 21 20.6
 NW0359
 NW0359|---------------------------------------------------------------------|
 NW0359| PID    Reference Object                     Distance      Geod. Az  |
 NW0359|                                                           dddmmss.s |
 NW0359| NV1212 STONY                               APPROX. 3.6 KM 0610113.2 |
 NW0359|---------------------------------------------------------------------|
 NW0359
 NW0359                          SUPERSEDED SURVEY CONTROL
 NW0359
 NW0359  NAD 83(1986)-  42 53 05.66944(N)    116 01 24.40903(W) AD(       ) 3
 NW0359  NAD 27      -  42 53 06.05200(N)    116 01 21.08200(W) AD(       ) 3
 NW0359  NGVD 29 (07/19/86)  892.0    (m)         2927.     (f) VERT ANG       
 NW0359
 NW0359.Superseded values are not recommended for survey control.
 NW0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0359.See file dsdata.txt to determine how the superseded data were derived.
 NW0359
 NW0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH7974648497(NAD 83)
 NW0359_MARKER: Z = SEE DESCRIPTION
 NW0359_SETTING: 0 = UNSPECIFIED SETTING
 NW0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0359
 NW0359  HISTORY     - Date     Condition        Report By
 NW0359  HISTORY     - 1945     MONUMENTED       CGS
 NW0359  HISTORY     - 1983     POOR             LOCENG
 NW0359
 NW0359                          STATION DESCRIPTION
 NW0359
 NW0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NW0359'STATION IS LOCATED ABOUT 8 MILES SE OF GRAND VIEW, ABOUT 10 MILES
 NW0359'W OF BRUNEAU, ON THE HIGHEST POINT OF A CONICAL-SHAPED HILL
 NW0359'SURROUNDED BY A DEEPLY ERODED AREA, WITH SEVERAL SIMILAR
 NW0359'HILLS NEARBY.  THE HILL HAS STEEP SIDES AND COMES TO A DEFINITE
 NW0359'POINT, MAKING IT READILY IDENTIFIABLE.
 NW0359'
 NW0359'STATION MARK IS A BRONZE DISK BRAZED TO THE TOP OF A CAST-IRON
 NW0359'SOIL PIPE PLACED BELL DOWN.  IT IS STAMPED CONICAL 1945 AND
 NW0359'IS FLUSH WITH TOP OF THE HILL.
 NW0359'
 NW0359'NO UNDERGROUND, REFERENCE, OR AZIMUTH MARK WAS SET.
 NW0359'
 NW0359'TO REACH STATION FROM THE GRANDVIEW HIGH SCHOOL, GO S FOR 0.35
 NW0359'MILE TO A FORKS JUST AFTER CROSSING A CANAL BRIDGE, KEEP
 NW0359'LEFT FORK (MAIN-TRAVELED ROAD) SE FOR 1.4 MILES TO INTERSECTION.
 NW0359'CONTINUE STRAIGHT AHEAD FOR 1.9 MILES TO FORKS, TAKE LEFT
 NW0359'FORK (THE LESS TRAVELED OF THE TWO) TO THE SE FOR 3.6 MILES
 NW0359'TO CROSSROADS.  TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD SW FOR
 NW0359'2.4 MILES TO A FENCE CORNER.  THERE ARE SEVERAL TREES IN THE
 NW0359'IMMEDIATE VICINITY AND AN ARTESIAN WELL JUST INSIDE THE FENCE.
 NW0359'TURN LEFT (E) AND GO ACROSS COUNTRY FOR 1.5 MILES TO THE
 NW0359'STATION.
 NW0359'
 NW0359'HEIGHT OF THE INSTRUMENT ABOVE STATION MARK - 1.3 METERS.
 NW0359
 NW0359                          STATION RECOVERY (1983)
 NW0359
 NW0359'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 NW0359'CONICAL 1945 RECOVERED POOR.
 NW0359'
 NW0359'THE PIPE SUPPORTING THE DISK PROJECTS ABOUT 15 INCHES ABOVE THE
 NW0359'GROUND AND LEANS TO THE EAST ABOUT 10 DEG FROM THE VERTICAL.  WITH
 NW0359'MODERATE HAND PRESSURE IT CAN BE MOVED VERY SLIGHTLY.  AN ORANGE
 NW0359'SIGN POST WAS PLACED 2.8 FT. SOUTH OF THE MARK.  TO REACH THE
 NW0359'STATION FROM INTERSECTION OF STATE HWY. 78 AND ENTRANCE ROAD TO
 NW0359'GRAND VIEW, GO EAST AND SOUTH ON MUD FLAT ROAD FOR 7.2 MILES
 NW0359'TO SOUTH SIDE OF CANAL BRIDGE.  TURN EAST AND FOLLOW SOUTH
 NW0359'CANAL BANK AND TRACK ROADS TO VICINITY OF CONICAL BUTTE.  PACK
 NW0359'EAST TO SUMMIT OF BUTTE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1715 ***********************************************************************
 NU1715  DESIGNATION -  CONNER
 NU1715  PID         -  NU1715
 NU1715  STATE/COUNTY-  ID/CASSIA
 NU1715  USGS QUAD   -  CONNOR RIDGE (1976)
 NU1715
 NU1715                         *CURRENT SURVEY CONTROL
 NU1715  ___________________________________________________________________
 NU1715* NAD 83(1992)-  42 18 53.18014(N)    113 33 30.94732(W)     ADJUSTED  
 NU1715* NAVD 88     -      2522.0    (meters)    8274.     (feet)  VERTCON   
 NU1715  ___________________________________________________________________
 NU1715  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 NU1715  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NU1715
 NU1715  HORZ ORDER  -  SECOND
 NU1715
 NU1715.The horizontal coordinates were established by classical geodetic methods
 NU1715.and adjusted by the National Geodetic Survey in July 1992..
 NU1715
 NU1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1715
 NU1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1715
 NU1715.The geoid height was determined by GEOID03.
 NU1715
 NU1715;                    North         East     Units Scale Factor Converg.
 NU1715;SPC ID C     -    72,077.673   536,387.952   MT  0.99996365   +0 17 49.8
 NU1715;UTM  12      - 4,687,896.532   289,143.948   MT  1.00014707   -1 43 23.1
 NU1715
 NU1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1715!SPC ID C     -   0.99960685  x   0.99996365  =   0.99957051
 NU1715!UTM  12      -   0.99960685  x   1.00014707  =   0.99975386
 NU1715
 NU1715|---------------------------------------------------------------------|
 NU1715| PID    Reference Object                     Distance      Geod. Az  |
 NU1715|                                                           dddmmss.s |
 NU1715| CM5368 CONNER RM 1                           5.934 METERS 13344     |
 NU1715| CM5367 CONNER AZ MK                                       2633742.0 |
 NU1715| CM5369 CONNER RM 2                           5.044 METERS 27403     |
 NU1715|---------------------------------------------------------------------|
 NU1715
 NU1715                          SUPERSEDED SURVEY CONTROL
 NU1715
 NU1715  NAD 83(1986)-  42 18 53.17896(N)    113 33 30.94473(W) AD(       ) 2
 NU1715  NAD 27      -  42 18 53.50100(N)    113 33 27.91000(W) AD(       ) 2
 NU1715  NGVD 29 (07/19/86) 2520.9    (m)         8271.     (f) VERT ANG       
 NU1715
 NU1715.Superseded values are not recommended for survey control.
 NU1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1715.See file dsdata.txt to determine how the superseded data were derived.
 NU1715
 NU1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM8914487897(NAD 83)
 NU1715_MARKER: DS = TRIANGULATION STATION DISK
 NU1715_SETTING: 66 = SET IN ROCK OUTCROP
 NU1715_SP_SET: SET IN ROCK OUTCROP
 NU1715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1715+STABILITY: POSITION/ELEVATION WELL
 NU1715
 NU1715  HISTORY     - Date     Condition        Report By
 NU1715  HISTORY     - 1947     MONUMENTED       CGS
 NU1715  HISTORY     - 1960     GOOD             CGS
 NU1715  HISTORY     - 1968     GOOD             USGS
 NU1715
 NU1715                          STATION DESCRIPTION
 NU1715
 NU1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NU1715'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 42113-3,
 NU1715'STATION 1003.
 NU1715
 NU1715                          STATION RECOVERY (1960)
 NU1715
 NU1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1715'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 NU1715'WERE RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.
 NU1715'THE 1947 ROUTE TO THE STATION WAS USED IN RECOVERY AND FOUND TO
 NU1715'BE ENTIRELY ADEQATE.
 NU1715'
 NU1715'OBSERVATIONS FROM 12 FOOT STAND.  REQUIRED TO SEE FROM STATION
 NU1715'INTO VALLEY BECAUSE OF THE FLATNESS OF THE HILL.
 NU1715
 NU1715                          STATION RECOVERY (1968)
 NU1715
 NU1715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1715'DESCRIPTION AND POSITION LISTED IN NGS QUAD 42113-3, STATION 1003.
 NU1715'
 NU1715'NOTE BY USGS, 1968--TO REACH FROM ALBION GO SE. ON HIGHWAY 77,
 NU1715'5.45 MI. TO CLASS 5 RD. (W.) AND SIGN --HOWELL CANYON RECREATION
 NU1715'AREA--, TURN RIGHT (W.) 6.95 MI. ON MAIN RD. TO POMERELLE SKI
 NU1715'LODGE, TAKE LEFT TURN E. ON CLASS 6 RD. IN FRONT OF LODGE 0.55 MI. TO
 NU1715'Y-RD. JUST BEFORE SIGN --CONNOR FLAT-- AND CATTLEGUARD, TURN LEFT
 NU1715'(N.) 1.4 MI. TO Y-RD., TURN ESE. 0.1 MI. TO Y-RD., TURN (SE.) LEFT
 NU1715'AROUND EDGE OF TIMBER 0.05 MI. TO CROSSROADS, TURN RIGHT S. ALONG
 NU1715'RIDGE BEHIND WALTON CABIN 1.2 MI. TO RD. BEND AND STATION MARK
 NU1715'66 FT. S. OF RD.
 NU1715'
 NU1715'STATION MARK--A STANDARD BRONZE DISK STAMPED---CONNER 1947---,
 NU1715'SET IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1237 ***********************************************************************
 OH1237  DESIGNATION -  CONNOR
 OH1237  PID         -  OH1237
 OH1237  STATE/COUNTY-  ID/ADA
 OH1237  USGS QUAD   -  BOISE SOUTH (1976)
 OH1237
 OH1237                         *CURRENT SURVEY CONTROL
 OH1237  ___________________________________________________________________
 OH1237* NAD 83(1992)-  43 30 30.84719(N)    116 09 23.50995(W)     ADJUSTED  
 OH1237* NAVD 88     -      1008.5    (meters)    3309.     (feet)  VERTCON   
 OH1237  ___________________________________________________________________
 OH1237  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 OH1237  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 OH1237
 OH1237  HORZ ORDER  -  FIRST
 OH1237
 OH1237.The horizontal coordinates were established by classical geodetic methods
 OH1237.and adjusted by the National Geodetic Survey in July 1992..
 OH1237
 OH1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1237
 OH1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1237
 OH1237.The geoid height was determined by GEOID03.
 OH1237
 OH1237;                    North         East     Units Scale Factor Converg.
 OH1237;SPC ID W     -   204,673.807   767,127.987   MT  0.99994662   -0 16 47.6
 OH1237;UTM  11      - 4,817,638.520   568,180.210   MT  0.99965718   +0 34 50.6
 OH1237
 OH1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1237!SPC ID W     -   0.99984449  x   0.99994662  =   0.99979112
 OH1237!UTM  11      -   0.99984449  x   0.99965718  =   0.99950173
 OH1237
 OH1237|---------------------------------------------------------------------|
 OH1237| PID    Reference Object                     Distance      Geod. Az  |
 OH1237|                                                           dddmmss.s |
 OH1237| CD4468 CONNOR RM 1                          14.871 METERS 13057     |
 OH1237| CD4469 CONNOR RM 2                          15.648 METERS 22113     |
 OH1237| OH0008 IDA 80 60                           APPROX. 3.7 KM 3524428.0 |
 OH1237|---------------------------------------------------------------------|
 OH1237
 OH1237                          SUPERSEDED SURVEY CONTROL
 OH1237
 OH1237  NAD 83(1986)-  43 30 30.84759(N)    116 09 23.50661(W) AD(       ) 1
 OH1237  NAD 27      -  43 30 31.24240(N)    116 09 20.10042(W) AD(       ) 1
 OH1237  NGVD 29 (07/19/86) 1007.5    (m)         3305.     (f) VERT ANG       
 OH1237
 OH1237.Superseded values are not recommended for survey control.
 OH1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1237.See file dsdata.txt to determine how the superseded data were derived.
 OH1237
 OH1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6818017639(NAD 83)
 OH1237_MARKER: DS = TRIANGULATION STATION DISK
 OH1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1237
 OH1237  HISTORY     - Date     Condition        Report By
 OH1237  HISTORY     - 1959     MONUMENTED       CGS
 OH1237  HISTORY     - 1959     GOOD             CGS
 OH1237  HISTORY     - 1961     GOOD             CGS
 OH1237  HISTORY     - 1965     GOOD             CGS
 OH1237  HISTORY     - 1976     GOOD             LOCENG
 OH1237  HISTORY     - 1978     GOOD             NGS
 OH1237  HISTORY     - 1980     GOOD             NGS
 OH1237
 OH1237                          STATION DESCRIPTION
 OH1237
 OH1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH1237'THE STATION IS ABOUT 8-1/2 MILES SOUTH-SOUTHEAST OF THE CAPITOL
 OH1237'BUILDING IN BOISE, 2 MILES SOUTH OF THE JUNCTION OF GOWEN
 OH1237'ROAD AND U.S. HIGHWAY 30, AND 3/4 MILE SOUTHWEST OF U.S.
 OH1237'HIGHWAY 30.  ON THE CREST OF A ROUNDED GRASSY RIDGE.
 OH1237'
 OH1237'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND GOWEN ROAD
 OH1237'(THIS JUNCTION IS 5.3 MILES SOUTH-SOUTHEAST FROM THE HIGHWAY
 OH1237'JUNCTION AT THE UNION PACIFIC RAILROAD DEPOT AT THE SOUTH END
 OH1237'OF CAPITOL AVENUE IN BOISE), GO SOUTHEAST ON U.S. HIGHWAY 30
 OH1237'FOR 2.0 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT, SOUTHWEST, ON
 OH1237'RIGHT FORK FOR 0.1 MILE TO A CROSSROAD.  CONTINUE WESTERLY
 OH1237'FOR 0.2 MILE TO A FORK.  TAKE RIGHT FORK ON TRACKS UP STEEP
 OH1237'HILL AND FOLLOW ALONG RIDGE CREST FOR 0.5 MILE TO THE STATION
 OH1237'SITE.
 OH1237'
 OH1237'THE SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 OH1237'DISKS SET IN CONCRETE POSTS.
 OH1237'
 OH1237'THE STATION MARK, STAMPED CONNOR 1958, IS FLUSH WITH THE GROUND
 OH1237'AND IS 5-1/2 FEET EAST OF A METAL WITNESS POST.
 OH1237'
 OH1237'THE REFERENCE MARKS ARE STAMPED CONNOR 1958 NO 1 AND NO 2
 OH1237'RESPECTIVELY.  NO. 1 IS FLUSH WITH THE GROUND AND NO. 2
 OH1237'PROJECTS ABOUT 4 INCHES.
 OH1237'
 OH1237'TRIANGULATION STATION IDA 80-60 CAN BE USED FOR AN AZIMUTH.
 OH1237
 OH1237                          STATION RECOVERY (1961)
 OH1237
 OH1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 OH1237'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH1237
 OH1237                          STATION RECOVERY (1965)
 OH1237
 OH1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 OH1237'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND
 OH1237'TO BE IN GOOD CONDITION.
 OH1237
 OH1237                          STATION RECOVERY (1976)
 OH1237
 OH1237'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH1237'CONNOR 1958 RECOVERED EXCELLENT.
 OH1237'
 OH1237'CONNOR NO 1 1958 RECOVERED EXCELLENT.
 OH1237'
 OH1237'CONNOR NO 2 1958 RECOVERED EXCELLENT.
 OH1237'
 OH1237'AT BOISE AIR TERMINAL, A NEW AND HIGHER CONTROL TOWER, ABOUT 400
 OH1237'FT. NE OF OLD TOWER, WAS COMPLETED IN 1975.  HOWEVER, AIRPORT BEACON
 OH1237'IS STILL ON OLD TOWER AT ITS ORIGINAL LOCATION (THIRD ORDER).
 OH1237'
 OH1237'FOR U.S. HIGHWAY 30 IN DESCRIPTION, SUBSTITUTE INTERSTATE HIGHWAY
 OH1237'I80N.  TO REACH FROM GOWEN ROAD INTERCHANGE ON I80N (EXIT 57), 6.4
 OH1237'MILES SOUTHEAST OF STATE CAPITOL BUILDING IN BOISE, GO
 OH1237'WEST-NORTHWEST ON GOWEN ROAD 0.1 MILE TO EISENMAN RD. ON SOUTH.  GO
 OH1237'SOUTH-SOUTHEAST ON EISENMAN RD. FOR 2.0 MILES TO HUBBARD RD.  GO
 OH1237'WEST ON HUBBARD RD. 0.05 MILE TO SIDE ROAD ON LEFT.  TURN LEFT
 OH1237'AND GO SOUTH AND UPHILL 0.8 MILE TO GATE ON RIGHT AT TOP OF RIDGE
 OH1237'OPPOSITE HOUSE ON LEFT.  PASS THROUGH GATE AND PROCEED ON DIRT
 OH1237'ROAD WEST-SOUTHWEST 0.3 MILE TO STATION.
 OH1237'
 OH1237'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTH-SOUTHEAST
 OH1237'OF BOISE.
 OH1237
 OH1237                          STATION RECOVERY (1978)
 OH1237
 OH1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH1237'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OH1237'CONDITION. THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 CHECKED THE
 OH1237'1959 DATA.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 OH1237'0.008 METER LONGER THAN THE 1959 DATA.  THE DISTANCE TO REFERENCE
 OH1237'MARK 2 WAS FOUND TO BE 0.090 METER LONGER THAN THE 1959 DATA.
 OH1237'THE 1959 DESCRIPTION STATES THERE IS NO AZIMUTH MARK.  AN
 OH1237'AZIMUTH MARK WAS NOT SET AT THIS TIME.
 OH1237'
 OH1237'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 4, T2N,
 OH1237'R2E., 6 MILES SOUTH-SOUTHEAST OF BOISE, 7 1/2 MILES WEST OF
 OH1237'RESERVOIR, 1/2 MILE SOUTHWEST OF INTERSTATE 80N AND ON PROPERTY
 OH1237'OWNED BY THE BUREAU OF LAND MANAGEMENT.
 OH1237'
 OH1237'TO REACH THE STATION FROM EXIT 57 (GOWEN ROAD) ON INTERSTATE 80N
 OH1237'ABOUT 5 MILES SOUTHEAST OF BOISE.  GO WEST ON GOWEN ROAD FOR 0.1
 OH1237'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON EISENMAN
 OH1237'ROAD FOR 1.35 MILE TO END OF PAVEMENT AND A TRAILER PARK ON THE
 OH1237'RIGHT.  CONTINUE SOUTHEASTERLEY FOR 0.65 MILE TO A POINT WHERE
 OH1237'THE GRAVEL ROAD TURNS RIGHT AND A TRACK ROAD STRAIGHT AHEAD.
 OH1237'CONTINUE AHEAD ON THE TRACK ROAD 0.55 MILE TO A GATE.  PASS THRU
 OH1237'GATE AND GO SOUTHWESTERLY UP A DRAW FOR 0.15 MILE TO A T-JUNCTION
 OH1237'TURN RIGHT AND GO NORTHERLY FOR 0.15 MILE.  TURN RIGHT LEAVING THE
 OH1237'TRACK ROAD AND GO NORTHEAST FOR 0.05 MILE TO THE STATION ON THE
 OH1237'CREST OF THE RIDGE.
 OH1237'
 OH1237'THE STATION IS A STANDARD CGS DISK
 OH1237'STAMPED---CONNOR 1958---,
 OH1237'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 26 CM ON A SIDE
 OH1237'FLUSH WITH GROUND.  IT IS LOCATED
 OH1237'6.5 FEET NORTH FROM A 4 FEET HIGH IRON POST.
 OH1237'THE 1959 DESCRIPTION STATES THERE IS AN UNDERGROUND MARK.
 OH1237'
 OH1237'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH1237'STAMPED---CONNOR NO 1 1958---,
 OH1237'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 26 CM ON A SIDE
 OH1237'FLUSH WITH GROUND.  IT IS LOCATED
 OH1237'46.7  FEET SOUTHEAST FROM A 4 FEET HIGH IRON POST.
 OH1237'MARK IS LEVEL WITH STATION.
 OH1237'
 OH1237'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OH1237'STAMPED---CONNOR NO 2 1958---,
 OH1237'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 26 CM ON A SIDE
 OH1237'PROJECTING 8 CM ABOVE THE GROUND.IT IS LOCATED
 OH1237'45.4 FEET SOUTHWEST FROM A 4 FEET HIGH IRON POST.
 OH1237'
 OH1237'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 OH1237
 OH1237                          STATION RECOVERY (1980)
 OH1237
 OH1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OH1237'THE STATION MARK REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OH1237'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 OH1237'COMPARED FAVORABLY WITH THE 1979 DATA.  DUE TO CHANGES IN THE AREA
 OH1237'A NEW DESCRIPTION FOLLOWS.
 OH1237'
 OH1237'THE STATION IS LOCATED ABOUT 6 MILES SOUTH SOUTHEAST OF BOISE, 0.5
 OH1237'MILE WEST OF INTERSTATE HIGHWAY 84, IN THE NORTHWEST 1/4 OF SECTION 4
 OH1237'T2N R2E AND ON PROPERTY CONTROLLED BY THE BUREAU OF LAND MANAGEMENT.
 OH1237'
 OH1237'TO REACH THE STATION FROM EXIT 57, (GOWEN ROAD) ON INTERSTATE HIGHWAY
 OH1237'84, 5 MILES SOUTHEAST OF BOISE.  GO WEST ON GOWEN ROAD FOR 0.1 MILE
 OH1237'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON EISEMAN ROAD FOR 1.4
 OH1237'MILES TO THE END OF THE PAVEMENT.  CONTINUE SOUTH ON THE GRAVELED
 OH1237'ROAD FOR 0.7 MILE TO A POINT WHERE THE GRAVELED ROAD TURNS WEST.
 OH1237'TURN RIGHT FOR 0.05 MILE TO A SIDE ROAD LEFT AND SIGN BLUE CLOUD
 OH1237'LANE.  TURN LEFT AND GO UPHILL ON THE GRAVELED ROAD FOR 0.8 MILE TO A
 OH1237'GATE ON THE RIGHT JUST BEFORE REACHING A HOUSE.  TURN RIGHT PASSING
 OH1237'THROUGH THE GATE AND GO WESTERLY ON THE TRACK ROAD FOR 0.2 MILE TO A
 OH1237'FORK.  TAKE THE RIGHT FORK STAYING ON THE CREST OF THE RIDGE AND
 OH1237'CONTINUE WEST FOR 0.1 MILE TO THE STATION ON THE LEFT BEFORE REACHING
 OH1237'THE HIGHEST POINT.
 OH1237'
 OH1237'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 OH1237'STAMPED---CONNOR 1958---SET INTO THE TOP OF A SQUARE CONCRETE
 OH1237'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 1.83
 OH1237'METERS (6 FEET) E FROM A METAL WITNESS POST.
 OH1237'
 OH1237'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 OH1237'NOS) DISK STAMPED---CONNOR NO 1 1958---SET INTO THE TOP OF A SQUARE
 OH1237'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND
 OH1237'LOCATED 15.35 METERS (50.3 FEET) SE FROM A METAL WITNESS POST AND 0.3
 OH1237'METER (1 FOOT) LOWER THAN THE STATION.
 OH1237'
 OH1237'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 OH1237'NOS) DISK STAMPED---CONNOR NO 2 1958---SET INTO THE TOP OF A SQUARE
 OH1237'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 5 CM (2
 OH1237'INCHES) ABOVE THE GROUND LOCATED 13.8 METERS (45.3 FEET) SW FROM A
 OH1237'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1041 ***********************************************************************
 TO1041  DESIGNATION -  CONTEST
 TO1041  PID         -  TO1041
 TO1041  STATE/COUNTY-  ID/BONNER
 TO1041  USGS QUAD   -  SANDPOINT (1996)
 TO1041
 TO1041                         *CURRENT SURVEY CONTROL
 TO1041  ___________________________________________________________________
 TO1041* NAD 83(1992)-  48 16 14.01326(N)    116 30 04.09534(W)     ADJUSTED  
 TO1041* NAVD 88     -       624.     (meters)    2047.     (feet)  VERTCON   
 TO1041  ___________________________________________________________________
 TO1041  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 TO1041  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TO1041
 TO1041  HORZ ORDER  -  SECOND
 TO1041
 TO1041.The horizontal coordinates were established by classical geodetic methods
 TO1041.and adjusted by the National Geodetic Survey in July 1992..
 TO1041
 TO1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1041
 TO1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1041
 TO1041.The geoid height was determined by GEOID03.
 TO1041
 TO1041;                    North         East     Units Scale Factor Converg.
 TO1041;SPC ID W     -   734,122.182   744,243.707   MT  0.99997152   -0 33 38.1
 TO1041;UTM  11      - 5,346,492.741   537,017.847   MT  0.99961684   +0 22 20.3
 TO1041
 TO1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1041!SPC ID W     -   0.99990487  x   0.99997152  =   0.99987639
 TO1041!UTM  11      -   0.99990487  x   0.99961684  =   0.99952174
 TO1041
 TO1041|---------------------------------------------------------------------|
 TO1041| PID    Reference Object                     Distance      Geod. Az  |
 TO1041|                                                           dddmmss.s |
 TO1041| CH7135 CONTEST RM 1                          6.017 METERS 14937     |
 TO1041| CH7136 CONTEST RM 2                          6.513 METERS 24732     |
 TO1041| CH7164 COUGAR 2 RM 3                                      2724027.6 |
 TO1041|---------------------------------------------------------------------|
 TO1041
 TO1041                          SUPERSEDED SURVEY CONTROL
 TO1041
 TO1041  NAD 83(1986)-  48 16 14.02328(N)    116 30 04.08933(W) AD(       ) 2
 TO1041  NAD 27      -  48 16 14.28610(N)    116 30 00.40087(W) AD(       ) 2
 TO1041  NGVD 29 (07/19/86)  623.     (m)         2044.     (f) VERT ANG       
 TO1041
 TO1041.Superseded values are not recommended for survey control.
 TO1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1041.See file dsdata.txt to determine how the superseded data were derived.
 TO1041
 TO1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3701846493(NAD 83)
 TO1041_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1041_SETTING: 66 = SET IN ROCK OUTCROP
 TO1041
 TO1041  HISTORY     - Date     Condition        Report By
 TO1041  HISTORY     - 1947     MONUMENTED       CGS
 TO1041  HISTORY     - 1972     GOOD             NGS
 TO1041
 TO1041                          STATION DESCRIPTION
 TO1041
 TO1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO1041'THE STATION IS AT THE NORTH END OF PEND OREILLE LAKE ON
 TO1041'CONTEST POINT.  THE STATION IS ON MIDDLE ONE OF THREE ROCKY
 TO1041'PRONGS MAKING UP THE POINT.  BOTTLE BAY POINT CAN JUST BE
 TO1041'SEEN FROM THIS SITE.  THERE IS PILING OF THE PEND D OREILLE
 TO1041'LODGE LANDING ABOUT 300 METERS TO THE WESTWARD.  THE MARK
 TO1041'IS IN OUTCROP 17 FEET ABOVE MEAN WINTER LAKE LEVEL AND 2
 TO1041'METERS FROM LAKE EDGE.  THIS STATION MAY BE REACHED BY WATER
 TO1041'OR BY THE ROAD THAT SKIRTS THE SHORELINE HERE.
 TO1041'
 TO1041'R.M. NO. 1 IS IN OUTCROP SOUTHEAST OF STATION ABOUT 3 FEET
 TO1041'LOWER AND 7 METERS FROM LAKE EDGE.
 TO1041'
 TO1041'R.M. NO. 2 IS IN OUTCROP SOUTHWEST OF STATION ABOUT 3 FEET
 TO1041'LOWER AND 5 METERS FROM LAKE EDGE.
 TO1041
 TO1041                          STATION RECOVERY (1972)
 TO1041
 TO1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 TO1041'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TO1041'CONDITION, AND ALTHOUGH REFERENCE MARK NO. 2 MEASURES .017 METER
 TO1041'SHORTER THAN IN 1947, IT IS VERY DOUBTFUL THAT ANY OF THE MARKS
 TO1041'HAVE BEEN DISTURBED.  (1947 MEASUREMENT MAY BE A SLOPE DISTANCE).
 TO1041'
 TO1041'THE STATION IS ABOUT 2-1/2 MILES EAST OF SANDPOINT, ON CONTEST POINT
 TO1041'ON THE SOUTH SIDE OF PEND OREILLE LAKE AND ON THE SAME LARGE ROCK
 TO1041'OUTCROP OCCUPIED BY CONTEST POINT LIGHT, IN SECTION 30, T 57 N, R 1
 TO1041'W..
 TO1041'
 TO1041'THE STATION IS BEST REACHED BY BOAT, BUT CAN BE REACHED BY ROAD FROM
 TO1041'THE VILLAGE OF SAGLE, BY FOLLOWING THE ROAD TO STATION SLATE, UNTIL
 TO1041'COMMING TO THE HOUSE ON THE RIGHT, ABOUT 15 FEET HIGHER THAN THE
 TO1041'ROAD.  FROM HERE CONTINUE NORTHEASTERLY ON THE MAIN ROAD ABOUT 1
 TO1041'MILE TO THE VICINITY OF THE POINT, WALK NORTHERLY TO THE LIGHT AND
 TO1041'THE STATION.
 TO1041'
 TO1041'THE STATION MARK, STAMPED CONTEST 1947, IS A STANDARD DISK SET IN
 TO1041'BEDROCK ABOUT 1-1/2 FEET BELOW SUMMER HIGH WATER, 5.3 FEET
 TO1041'SOUTH-SOUTHEAST OF THE 6-INCH PIPE WHICH SUPPORTS THE PLATFORM AND
 TO1041'NAVIGATION LIGHT AND 12 FEET NORTHEAST OF THE HIGH POINT OF THE
 TO1041'OUTCROP, WHICH APPARANTLY REMAINS EXPOSED AND PROJECTS ABOUT 2
 TO1041'FEET ABOVE SUMMER HIGH WATER.
 TO1041'
 TO1041'REFERENCE MARK NO. 1, STAMPED CONTEST NO 1 1947, IS A STANDARD DISK
 TO1041'SET IN THE OUTCROP, ABOUT 0.4 FOOT HIGHER THAN THE STATION, 24 FEET
 TO1041'SOUTHEAST OF THE 6-INCH PIPE AND 7 YARDS OFFSHORE FROM THE HIGH
 TO1041'WATER LINE.
 TO1041'
 TO1041'REFERENCE MARK NO. 2, STAMPED CONTEST NO 2 1947, IS A STANDARD DISK
 TO1041'SET IN THE BEDROCK OUTCROP, 16 FEET WEST OF THE HIGHEST POINT OF THE
 TO1041'OUTCROP 5 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A 6-FOOT DEEP
 TO1041'CREVICE AND ABOUT 0.9 FOOT LOWER THAN THE STATION MARK.
 TO1041'
 TO1041'THE AZIMUTH MARK, STAMPED COUGAR 2 RM 3 1972, IS ALSO REFERENCE MARK
 TO1041'NO. 3 FOR STATION COUGAR 2.  IT IS AN AZIMUTH MARK DISK SET IN THE
 TO1041'TOP OF THE 75-FOOT LONG CONCRETE BREAKWATER WHICH PROJECTS INTO LAKE
 TO1041'PEND OREILLE AT THE SOUTHEAST EDGE OF THE CITY PARK AND BEACH, WHICH
 TO1041'IS LOCATED AT THE SOUTHEASTERN EDGE OF THE CITY OF SAND POINT.
 TO1041'MARK IS IN THE CENTER OF THE BREAKWATER, AND 17.5 FEET WEST OF THE
 TO1041'EAST END.
 TO1041'
 TO1041'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES EAST OF
 TO1041'SANDPOINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1052 ***********************************************************************
 TO1052  DESIGNATION -  CONTEST PT LT
 TO1052  PID         -  TO1052
 TO1052  STATE/COUNTY-  ID/BONNER
 TO1052  USGS QUAD   -  SANDPOINT (1996)
 TO1052
 TO1052                         *CURRENT SURVEY CONTROL
 TO1052  ___________________________________________________________________
 TO1052* NAD 83(1992)-  48 16 14.06590(N)    116 30 04.10175(W)     ADJUSTED  
 TO1052* NAVD 88     -                                                        
 TO1052  ___________________________________________________________________
 TO1052  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 TO1052  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TO1052
 TO1052  HORZ ORDER  -  THIRD
 TO1052
 TO1052.The horizontal coordinates were established by classical geodetic methods
 TO1052.and adjusted by the National Geodetic Survey in July 1992..
 TO1052
 TO1052
 TO1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1052
 TO1052.The geoid height was determined by GEOID03.
 TO1052
 TO1052;                    North         East     Units Scale Factor Converg.
 TO1052;SPC ID W     -   734,123.809   744,243.590   MT  0.99997152   -0 33 38.1
 TO1052;UTM  11      - 5,346,494.365   537,017.704   MT  0.99961684   +0 22 20.3
 TO1052
 TO1052                          SUPERSEDED SURVEY CONTROL
 TO1052
 TO1052  NAD 83(1986)-  48 16 14.07587(N)    116 30 04.09562(W) AD(       ) 4
 TO1052  NAD 27      -  48 16 14.36531(N)    116 30 00.40105(W) AD(       ) 3
 TO1052
 TO1052.Superseded values are not recommended for survey control.
 TO1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1052.See file dsdata.txt to determine how the superseded data were derived.
 TO1052
 TO1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3701846494(NAD 83)
 TO1052_MARKER: 14 = NAVIGATION LIGHT
 TO1052
 TO1052  HISTORY     - Date     Condition        Report By
 TO1052  HISTORY     - 1972     FIRST OBSERVED   NGS
 TO1052
 TO1052                          STATION DESCRIPTION
 TO1052
 TO1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 TO1052'THE STATION IS THE WHITE NAVAGATION LIGHT ON A PLATFORM SUPPORTED BY
 TO1052'A 6-INCH METAL PIPE SET IN A CONCRETE BASE ON A LARGE BEDROCK
 TO1052'OUTCROP, 2-1/2 MILES EAST OF SANDPOINT AND ON THE SOUTH SHORE OF
 TO1052'PEND OREILLE LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1116 ***********************************************************************
 TO1116  DESIGNATION -  CONTINENTAL RESET
 TO1116  PID         -  TO1116
 TO1116  STATE/COUNTY-  ID/BOUNDARY
 TO1116  USGS QUAD   -  CONTINENTAL MTN (1996)
 TO1116
 TO1116                         *CURRENT SURVEY CONTROL
 TO1116  ___________________________________________________________________
 TO1116* NAD 83(1992)-  48 56 43.29285(N)    116 55 38.71850(W)     ADJUSTED  
 TO1116* NAVD 88     -      2036.5    (meters)    6681.     (feet)  VERTCON   
 TO1116  ___________________________________________________________________
 TO1116  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 TO1116  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 TO1116
 TO1116  HORZ ORDER  -  THIRD
 TO1116
 TO1116.The horizontal coordinates were established by classical geodetic methods
 TO1116.and adjusted by the National Geodetic Survey in July 1992..
 TO1116
 TO1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1116
 TO1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1116
 TO1116.The geoid height was determined by GEOID03.
 TO1116
 TO1116;                    North         East     Units Scale Factor Converg.
 TO1116;SPC ID W     -   809,551.864   713,758.307   MT  1.00002467   -0 53 16.5
 TO1116;UTM  11      - 5,421,384.181   505,314.357   MT  0.99960035   +0 03 17.0
 TO1116
 TO1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1116!SPC ID W     -   0.99968344  x   1.00002467  =   0.99970810
 TO1116!UTM  11      -   0.99968344  x   0.99960035  =   0.99928391
 TO1116
 TO1116:                Primary Azimuth Mark                     Grid Az
 TO1116:SPC ID W     -  T65N R4W SECS 6 SE 1/4                   149 00 33.5
 TO1116:UTM  11      -  T65N R4W SECS 6 SE 1/4                   148 04 00.0
 TO1116
 TO1116|---------------------------------------------------------------------|
 TO1116| PID    Reference Object                     Distance      Geod. Az  |
 TO1116|                                                           dddmmss.s |
 TO1116| TO1115 T65N R4W SECS 6 SE 1/4              APPROX. 3.2 KM 1480717.0 |
 TO1116|---------------------------------------------------------------------|
 TO1116
 TO1116                          SUPERSEDED SURVEY CONTROL
 TO1116
 TO1116  NAD 83(1991)-  48 56 43.30802(N)    116 55 38.72609(W) AD(       ) 3
 TO1116  NAD 83(1986)-  48 56 43.29853(N)    116 55 38.71880(W) AD(       ) 3
 TO1116  NAD 27      -  48 56 43.54826(N)    116 55 34.87534(W) AD(       ) 3
 TO1116  NGVD 29 (07/19/86) 2035.1    (m)         6677.     (f) VERT ANG       
 TO1116
 TO1116.Superseded values are not recommended for survey control.
 TO1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1116.See file dsdata.txt to determine how the superseded data were derived.
 TO1116
 TO1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ0531421384(NAD 83)
 TO1116_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1116_SETTING: 66 = SET IN ROCK OUTCROP
 TO1116_SP_SET: SET IN ROCK OUTCROP
 TO1116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO1116+STABILITY: POSITION/ELEVATION WELL
 TO1116
 TO1116  HISTORY     - Date     Condition        Report By
 TO1116  HISTORY     - 1934     MONUMENTED       IBC
 TO1116  HISTORY     - 1967     GOOD             USGS
 TO1116
 TO1116                          STATION DESCRIPTION
 TO1116
 TO1116'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1934
 TO1116'ON THE HIGHEST POINT OF CONTINENTAL MOUNTAIN.  A UNITED STATES FOREST
 TO1116'SERVICE LOOKOUT TOWER IS ON THE MOUNTAIN.
 TO1116'
 TO1116'STATION MARK--THE ORIGINAL MARK WAS A DRILL HOLE IN ROCK.  IN 1934
 TO1116'THE STATION COULD NOT BE RECOVERED AND A NEW STATION WAS ESTABLISHED
 TO1116'AND MARKED BY A STANDARD INTERNATIONAL BOUNDARY COMMISSION BRONZE -
 TO1116'DISK STATION MARK SET IN A SLIGHTLY LOOSE ROCK.  THE LOOKOUT IS A FEW
 TO1116'FEET WEST OF THE STATION.
 TO1116
 TO1116                          STATION RECOVERY (1967)
 TO1116
 TO1116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO1116'LOCATED ABOUT 22 MI. ENE. OF METALINE FALLS, WASHINGTON, ABOUT 20 MI.
 TO1116'WSW. OF PORTHILL, ABOUT 10 MI. N. OF THE N. END OF UPPER PRIEST LAKE,
 TO1116'ON HIGHEST POINT OF A ROCKY TOP KNOWN AS CONTINENTAL MOUNTAIN.
 TO1116'
 TO1116'REACHED BY HELICOPTER.
 TO1116'
 TO1116'TO REACH FROM PORTHILL, GO W. AND CROSS THE KOOTENAI RIVER ON THE
 TO1116'PORTHILL FERRY, THENCE W. TO RD. FORK, TURN RIGHT (N.) ON BOUNDARY
 TO1116'CREEK RD., CONTINUE GENERALLY W. TO BLUE JOE CREEK RD., KEEP LEFT
 TO1116'(SW.) UP BLUE JOE CREEK TO CONTINENTAL MINE AND END OF TRUCK TRAVEL
 TO1116'AND MM NO. 1 ON FIRST BARE TOP, CONTINUE NW. ON TOP OF BARE ROCKY
 TO1116'RIDGE BY FOOT TO HIGHEST POINT OF CONTINENTAL MOUNTAIN AND STATION.
 TO1116'
 TO1116'STATION MARK--A STANDARD IBC BRONZE TABLET (UNSTAMPED) CEMENTED INTO
 TO1116'A SLIGHTLY LOOSE ROCK OUTCROP.
 TO1116'
 TO1116'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1093 ***********************************************************************
 TO1093  DESIGNATION -  COOKS PEAK LOOKOUT
 TO1093  PID         -  TO1093
 TO1093  STATE/COUNTY-  ID/BOUNDARY
 TO1093  USGS QUAD   -  ROMAN NOSE (1996)
 TO1093
 TO1093                         *CURRENT SURVEY CONTROL
 TO1093  ___________________________________________________________________
 TO1093* NAD 83(1992)-  48 42 25.71537(N)    116 32 06.62523(W)     ADJUSTED  
 TO1093* NAVD 88     -                                                        
 TO1093  ___________________________________________________________________
 TO1093  LAPLACE CORR-          -9.01  (seconds)                    DEFLEC99
 TO1093  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 TO1093
 TO1093  HORZ ORDER  -  THIRD
 TO1093
 TO1093.The horizontal coordinates were established by classical geodetic methods
 TO1093.and adjusted by the National Geodetic Survey in July 1992..
 TO1093
 TO1093
 TO1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1093
 TO1093.The geoid height was determined by GEOID03.
 TO1093
 TO1093;                    North         East     Units Scale Factor Converg.
 TO1093;SPC ID W     -   782,691.731   742,215.438   MT  0.99997434   -0 35 23.8
 TO1093;UTM  11      - 5,395,005.333   534,197.404   MT  0.99961437   +0 20 57.3
 TO1093
 TO1093                          SUPERSEDED SURVEY CONTROL
 TO1093
 TO1093  NAD 83(1986)-  48 42 25.72375(N)    116 32 06.61933(W) AD(       ) 4
 TO1093  NAD 27      -  48 42 25.97651(N)    116 32 02.86568(W) AD(       ) 3
 TO1093
 TO1093.Superseded values are not recommended for survey control.
 TO1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1093.See file dsdata.txt to determine how the superseded data were derived.
 TO1093
 TO1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3419795005(NAD 83)
 TO1093
 TO1093  HISTORY     - Date     Condition        Report By
 TO1093  HISTORY     - UNK      MONUMENTED
 TO1093  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO1093
 TO1093                          STATION DESCRIPTION
 TO1093
 TO1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO1093'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1404 ***********************************************************************
 RA1404  DESIGNATION -  COON
 RA1404  PID         -  RA1404
 RA1404  STATE/COUNTY-  ID/NEZ PERCE
 RA1404  USGS QUAD   -  WAPSHILLA CREEK (1963)
 RA1404
 RA1404                         *CURRENT SURVEY CONTROL
 RA1404  ___________________________________________________________________
 RA1404* NAD 83(1992)-  45 56 11.49828(N)    116 51 17.64806(W)     ADJUSTED  
 RA1404* NAVD 88     -       894.7    (meters)    2935.     (feet)  VERTCON   
 RA1404  ___________________________________________________________________
 RA1404  LAPLACE CORR-           7.00  (seconds)                    DEFLEC99
 RA1404  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 RA1404
 RA1404  HORZ ORDER  -  SECOND
 RA1404
 RA1404.The horizontal coordinates were established by classical geodetic methods
 RA1404.and adjusted by the National Geodetic Survey in July 1992..
 RA1404
 RA1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1404
 RA1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1404
 RA1404.The geoid height was determined by GEOID03.
 RA1404
 RA1404;                    North         East     Units Scale Factor Converg.
 RA1404;SPC ID W     -   474,979.414   714,318.691   MT  1.00002355   -0 47 38.4
 RA1404;SPC OR N     -   258,615.586 2,782,583.708   MT  0.99998448   +2 35 06.2
 RA1404;SPC OR N     -   848,476.33  9,129,211.64   iFT  0.99998448   +2 35 06.2
 RA1404;SPC WA S     -    73,575.684   782,577.224   MT  0.99997820   +2 38 52.0
 RA1404;SPC WA S     -   241,389.56  2,567,505.44   sFT  0.99997820   +2 38 52.0
 RA1404;UTM  11      - 5,087,005.513   511,248.095   MT  0.99960156   +0 06 15.3
 RA1404
 RA1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1404!SPC ID W     -   0.99986241  x   1.00002355  =   0.99988596
 RA1404!SPC OR N     -   0.99986241  x   0.99998448  =   0.99984690
 RA1404!SPC WA S     -   0.99986241  x   0.99997820  =   0.99984062
 RA1404!UTM  11      -   0.99986241  x   0.99960156  =   0.99946403
 RA1404
 RA1404|---------------------------------------------------------------------|
 RA1404| PID    Reference Object                     Distance      Geod. Az  |
 RA1404|                                                           dddmmss.s |
 RA1404| CH7140 COON RM 1                             8.516 METERS 23106     |
 RA1404| CH7139 COON AZ MK                                         3291046.7 |
 RA1404| CH7141 COON RM 2                             6.312 METERS 33340     |
 RA1404|---------------------------------------------------------------------|
 RA1404
 RA1404                          SUPERSEDED SURVEY CONTROL
 RA1404
 RA1404  NAD 83(1991)-  45 56 11.49833(N)    116 51 17.64778(W) AD(       ) 2
 RA1404  NAD 83(1986)-  45 56 11.50025(N)    116 51 17.64631(W) AD(       ) 2
 RA1404  NAD 27      -  45 56 11.94888(N)    116 51 14.12107(W) AD(       ) 2
 RA1404  NGVD 29 (07/19/86)  893.6    (m)         2932.     (f) VERT ANG       
 RA1404
 RA1404.Superseded values are not recommended for survey control.
 RA1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1404.See file dsdata.txt to determine how the superseded data were derived.
 RA1404
 RA1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1124887006(NAD 83)
 RA1404_MARKER: Z = SEE DESCRIPTION
 RA1404_SETTING: 0 = UNSPECIFIED SETTING
 RA1404
 RA1404  HISTORY     - Date     Condition        Report By
 RA1404  HISTORY     - 1945     MONUMENTED       CGS
 RA1404
 RA1404                          STATION DESCRIPTION
 RA1404
 RA1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1404'STATION IS LOCATED ABOUT 6-1/2 MILES NNW OF THE FORK OF THE
 RA1404'SNAKE AND SALMON RIVERS, 1/2 MILE E OF THE SNAKE RIVER, 1-1/4
 RA1404'MILES NNE OF JIM CREEK AND THE COON HOLLOW DAM SITE, AND 3/4 MILE
 RA1404'ESE OF THE MOUTH OF COTTONWOOD CREEK.  IT IS ON THE EDGE OF A
 RA1404'PRECIPICE ABOUT 100 YARDS W OF AND 30 FEET LOWER THAN THE CREST
 RA1404'OF A RIDGE RUNNING N INTO COTTONWOOD CREEK.
 RA1404'
 RA1404'THE STATION MARK, STAMPED COON 1945 IS A BRONZE STATION DISK SET
 RA1404'IN BEDROCK FLUSH WITH THE SURFACE.  IT IS ABOUT 9 METERS NE OF
 RA1404'THE EDGE OF THE PRECIPICE AND 23 METERS S OF AND 1-1/2 FEET LOWER
 RA1404'THAN A SMALL LONE BUSH ON THE HIGHEST POINT AND NEAR THE N END OF
 RA1404'THE PRECIPICE.
 RA1404'
 RA1404'NO UNDERGROUND OR WITNESS MARK WAS SET.
 RA1404'
 RA1404'REFERENCE MARK 1, STAMPED COON NO 1 1945, IS A BRONZE REFERENCE
 RA1404'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS 1 FOOT NE OF
 RA1404'THE EDGE OF THE RIM AND 3 FEET LOWER THAN THE STATION MARK.
 RA1404'
 RA1404'REFERENCE MARK 2, STAMPED COON NO 2 1945, IS A BRONZE REFERENCE
 RA1404'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS ON THE EDGE OF
 RA1404'THE RIM AND ABOUT 18 INCHES HIGHER THAN THE STATION MARK.
 RA1404'
 RA1404'THE AZIMUTH MARK, STAMPED COON 1945, IS A BRONZE AZIMUTH DISK
 RA1404'SET FLUSH IN A BEDROCK OUTCROP ON A SHOULDER OF THE STATION
 RA1404'RIDGE.  IT IS 6 FEET S OF A LARGE, LONE BUSH.  TO REACH FROM THE
 RA1404'STATION, WALK N ALONG THE CREST OF THE RIDGE APPROXIMATELY 0.2
 RA1404'MILE TO THE LOCATION OF THE BUSH AND THE MARK.
 RA1404'
 RA1404'TO REACH THE STATION FROM WAHA, TAKE THE ROAD S UPGRADE (NOT THE
 RA1404'ONE BETWEEN THE BUILDINGS) 0.7 MILE TO FORK.  TAKE LEFT FORK, MAIN
 RA1404'TRAVELED ROAD, AND CONTINUE 0.6 MILE TO FORK AND SIGN SOLDERS
 RA1404'MEADOW.  TAKE RIGHT FORK, AS PER SIGN, AND CONTINUE 0.5 MILE TO
 RA1404'FORK AND CABIN ON RIGHT.  TAKE RIGHT FORK, OFF MAIN ROAD, AND
 RA1404'CONTINUE UPGRADE 4.2 MILES TO ROAD INTERSECTION AND SIGN DEER
 RA1404'CREEK SAWMILL 5.  TURN RIGHT, AS PER SIGN, AND CONTINUE 2.3
 RA1404'MILES TO ROAD INTERSECTION AND SIGN DEER CREEK SAWMILL 3.  TURN
 RA1404'RIGHT AND CONTINUE ON ROAD 1.5 MILES TO INTERSECTION.  TAKE
 RA1404'RIGHT FORK AND CONTINUE 1.6 MILES TO ROAD INTERSECTION AT SIGN
 RA1404'COMEGYS.  TAKE RIGHT FORK AND CONTINUE 5.7 MILES TO T-ROAD
 RA1404'INTERSECTION (FRYE POINT JUNCTION).  CONTINUE S (RIGHT FORK)
 RA1404'5.6 MILES TO FORK LEFT LEADING TO CABIN AND CORRALS.  TAKE
 RA1404'RIGHT FORK AND CONTINUE 0.2 MILE TO ROAD FORK AND POLE GATE ON
 RA1404'RIGHT.  TURN RIGHT, PASSING THROUGH GATE, AND FOLLOW ROAD
 RA1404'DOWN A BRANCH OF COTTONWOOD CREEK 3.0 MILES TO ITS END AND END
 RA1404'OF TRUCK TRAVEL IN VICINITY OF RANCH BUILDINGS.
 RA1404'
 RA1404'FROM THE END OF TRUCK TRAVEL PACK SW AND S ON TRAIL LEADING ALONG
 RA1404'COTTONWOOD CREEK ABOUT 1-1/4 MILES TO FORK OF CREEK ENTERING ON
 RA1404'LEFT.  CONTINUE ON TRAIL, DOWN CREEK, ABOUT 1/4 MILE TO SECOND
 RA1404'FORK COMING IN FROM LEFT.  CONTINUE ON TRAIL, LEADING S UP FORK,
 RA1404'ABOUT 1/2 MILE TO WHERE IT CROSSES STREAM JUST W OF CABIN AND
 RA1404'CANYON FORK.  CONTINUE ON TRAIL WHICH SWITCHES BACK W ALONG
 RA1404'STEEP SLOPE, ABOUT 1/2 MILE.  THENCE CONTINUE ON TRAIL S ABOUT
 RA1404'0.3 MILE TO CREST OF RIDGE JUST AFTER PASSING HEAD OF DEEP
 RA1404'DRAW.  HERE LEAVE TRAIL AND GO NNW ALONG CREST OF RIDGE ABOUT 1/4
 RA1404'MILE TO POINT OR SHOULDER.  THENCE GO W APPROXIMATELY 100
 RA1404'YARDS TO CLIFF AND LOCATION OF THE STATION.  ABOUT 2 HOURS
 RA1404'BACK-PACKING ARE REQUIRED TO REACH THE STATION FROM THE END
 RA1404'OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1556 ***********************************************************************
 SV1556  DESIGNATION -  COPPER
 SV1556  PID         -  SV1556
 SV1556  STATE/COUNTY-  ID/KOOTENAI
 SV1556  USGS QUAD   -  BAYVIEW (1996)
 SV1556
 SV1556                         *CURRENT SURVEY CONTROL
 SV1556  ___________________________________________________________________
 SV1556* NAD 83(1992)-  47 57 08.34078(N)    116 33 23.25862(W)     ADJUSTED  
 SV1556* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 SV1556  ___________________________________________________________________
 SV1556  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 SV1556  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 SV1556
 SV1556  HORZ ORDER  -  SECOND
 SV1556
 SV1556.The horizontal coordinates were established by classical geodetic methods
 SV1556.and adjusted by the National Geodetic Survey in July 1992..
 SV1556
 SV1556.The orthometric height was scaled from a topographic map.
 SV1556
 SV1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1556
 SV1556.The geoid height was determined by GEOID03.
 SV1556
 SV1556;                    North         East     Units Scale Factor Converg.
 SV1556;SPC ID W     -   698,780.416   739,766.364   MT  0.99997790   -0 35 56.0
 SV1556;UTM  11      - 5,311,095.653   533,116.479   MT  0.99961348   +0 19 45.7
 SV1556
 SV1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1556!SPC ID W     -   0.99990362  x   0.99997790  =   0.99988152
 SV1556!UTM  11      -   0.99990362  x   0.99961348  =   0.99951714
 SV1556
 SV1556|---------------------------------------------------------------------|
 SV1556| PID    Reference Object                     Distance      Geod. Az  |
 SV1556|                                                           dddmmss.s |
 SV1556| CH7145 COPPER RM 1                                        13233     |
 SV1556| CH7146 COPPER RM 2                           6.980 METERS 23854     |
 SV1556|---------------------------------------------------------------------|
 SV1556
 SV1556                          SUPERSEDED SURVEY CONTROL
 SV1556
 SV1556  NAD 83(1986)-  47 57 08.34587(N)    116 33 23.25187(W) AD(       ) 2
 SV1556  NAD 27      -  47 57 08.73041(N)    116 33 19.51062(W) AD(       ) 2
 SV1556
 SV1556.Superseded values are not recommended for survey control.
 SV1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1556.See file dsdata.txt to determine how the superseded data were derived.
 SV1556
 SV1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3311611096(NAD 83)
 SV1556_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1556_SETTING: 80 = SET IN A BOULDER
 SV1556_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SV1556
 SV1556  HISTORY     - Date     Condition        Report By
 SV1556  HISTORY     - 1947     MONUMENTED       CGS
 SV1556  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SV1556  HISTORY     - 1961     SEE DESCRIPTION  USGS
 SV1556
 SV1556                          STATION DESCRIPTION
 SV1556
 SV1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 SV1556'THE STATION IS AT THE SOUTH END OF PEND OREILLE LAKE AND ON
 SV1556'THE SOUTH SIDE OF IDLEWILD BAY (ALSO KNOWN AS SOLITAIRE BAY)
 SV1556'ABOUT 1 MILE WEST OF BERNARD POINT ON A BOULDER-STREWN BEACH,
 SV1556'FLANKED ON BOTH SIDES BY HUGE ROCK SLIDES.  THE MARK IS
 SV1556'SET IN A LARGE, GRAY BOULDER 10 FEET ABOVE MEAN WINTER LAKE
 SV1556'LEVEL AND ABOUT 10 METERS FROM LAKE EDGE.  THE STATION SHOULD
 SV1556'BE VISITED BY BOAT.
 SV1556'
 SV1556'REFERENCE MARK NO. 1 IS SET IN GRAY BOULDER SOUTHEASTERLY
 SV1556'FROM STATION AND 10 FEET HIGHER.  IT IS ABOUT 10 METERS FROM
 SV1556'LAKE EDGE.
 SV1556'
 SV1556'REFERENCE MARK NO. 2 IS SET IN GRAY BOULDER WESTERLY FROM
 SV1556'STATION AND 3 FEET LOWER.  IT IS ABOUT 2 METERS FROM LAKE EDGE.
 SV1556
 SV1556                          STATION RECOVERY (1948)
 SV1556
 SV1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (ERM)
 SV1556'THE STATION WAS RECOVERED IN GOOD CONDITION BUT A NEW STATION
 SV1556'WAS ESTABLISHED BECAUSE THE PROPOSED POWER PROJECT AT ALBENI
 SV1556'FALLS WILL RAISE THE LAKE LEVEL.  ONLY THE REFERENCE MARKS
 SV1556'WERE REMOVED.  THE NEW STATION IS COPPER 2, 1948.
 SV1556
 SV1556                          STATION RECOVERY (1961)
 SV1556
 SV1556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SV1556'STATION WAS NOT FOUND.
 SV1556'
 SV1556'REPORTED BY THE C AND GS IN 1948 THAT STATION WOULD BE UNDER
 SV1556'WATER IF ALBINI DAM WAS BUILT.  MEASUREMENTS INDICATE THIS
 SV1556'STATION IS NOW UNDER WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1557 ***********************************************************************
 SV1557  DESIGNATION -  COPPER 2
 SV1557  PID         -  SV1557
 SV1557  STATE/COUNTY-  ID/KOOTENAI
 SV1557  USGS QUAD   -  BAYVIEW (1996)
 SV1557
 SV1557                         *CURRENT SURVEY CONTROL
 SV1557  ___________________________________________________________________
 SV1557* NAD 83(1992)-  47 57 08.13802(N)    116 33 23.18856(W)     ADJUSTED  
 SV1557* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 SV1557  ___________________________________________________________________
 SV1557  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 SV1557  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 SV1557
 SV1557  HORZ ORDER  -  SECOND
 SV1557
 SV1557.The horizontal coordinates were established by classical geodetic methods
 SV1557.and adjusted by the National Geodetic Survey in July 1992..
 SV1557
 SV1557.The orthometric height was scaled from a topographic map.
 SV1557
 SV1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1557
 SV1557.The geoid height was determined by GEOID03.
 SV1557
 SV1557;                    North         East     Units Scale Factor Converg.
 SV1557;SPC ID W     -   698,774.139   739,767.752   MT  0.99997790   -0 35 55.9
 SV1557;UTM  11      - 5,311,089.401   533,117.968   MT  0.99961348   +0 19 45.8
 SV1557
 SV1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1557!SPC ID W     -   0.99990362  x   0.99997790  =   0.99988152
 SV1557!UTM  11      -   0.99990362  x   0.99961348  =   0.99951714
 SV1557
 SV1557:                Primary Azimuth Mark                     Grid Az
 SV1557:SPC ID W     -  LEIBERG                                  038 01 40.4
 SV1557:UTM  11      -  LEIBERG                                  037 05 58.7
 SV1557
 SV1557|---------------------------------------------------------------------|
 SV1557| PID    Reference Object                     Distance      Geod. Az  |
 SV1557|                                                           dddmmss.s |
 SV1557| SV1536 LEIBERG                             APPROX. 1.9 KM 0372544.5 |
 SV1557| CH7147 COPPER 2 RM 1                         3.843 METERS 06127     |
 SV1557| CH7148 COPPER 2 RM 2                        12.380 METERS 22214     |
 SV1557| SV1556 COPPER                                6.429 METERS 34656     |
 SV1557|---------------------------------------------------------------------|
 SV1557
 SV1557                          SUPERSEDED SURVEY CONTROL
 SV1557
 SV1557  NAD 83(1986)-  47 57 08.14311(N)    116 33 23.18180(W) AD(       ) 2
 SV1557  NAD 27      -  47 57 08.52773(N)    116 33 19.44027(W) AD(       ) 2
 SV1557
 SV1557.Superseded values are not recommended for survey control.
 SV1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1557.See file dsdata.txt to determine how the superseded data were derived.
 SV1557
 SV1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3311811089(NAD 83)
 SV1557_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1557_SETTING: 80 = SET IN A BOULDER
 SV1557_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SV1557
 SV1557  HISTORY     - Date     Condition        Report By
 SV1557  HISTORY     - 1948     MONUMENTED       CGS
 SV1557  HISTORY     - 1961     SEE DESCRIPTION  USGS
 SV1557
 SV1557                          STATION DESCRIPTION
 SV1557
 SV1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 SV1557'THE STATION IS AT THE SOUTH END OF PEND OREILLE LAKE AND ON
 SV1557'SOUTH SIDE OF IDLEWILD BAY ABOUT 1 MILE WEST OF BERNARD PT. ON
 SV1557'A BOULDER STREWN BEACH FLANKED ON BOTH SIDES BY HUGE ROCK
 SV1557'SLIDES.  THE MARK IS SET IN LARGE BOULDER 23 FT. ABOVE MEAN
 SV1557'WINTER LAKE LEVEL AND ABOUT 10 METERS FROM WATERS EDGE.  THE
 SV1557'STATION SHOULD BE VISITED BY BOAT.
 SV1557'
 SV1557'R.M. NO. 1 IS EAST OF STATION IN BOULDER AND 2 FT. LOWER THAN
 SV1557'STATION.
 SV1557'
 SV1557'R.M. NO. 2 IS SOUTHWEST OF STATION IN BOULDER AND 7 FT. HIGHER
 SV1557'THAN STATION.
 SV1557'
 SV1557'R.M. NO. 3 IS OLD STATION COPPER, 1947 (NOT REMOVED) AND IS SET
 SV1557'IN BOULDER 13 FT. LOWER THAN STATION.  THIS MARK WILL BE COVERED
 SV1557'IF THE PROPOSED POWER PROJECT AT ALBENI FALLS RAISES THE LAKE
 SV1557'LEVEL.
 SV1557
 SV1557                          STATION RECOVERY (1961)
 SV1557
 SV1557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SV1557'STATION WAS FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0697 ***********************************************************************
 PZ0697  DESIGNATION -  COPPER MOUNTAIN
 PZ0697  PID         -  PZ0697
 PZ0697  STATE/COUNTY-  ID/CLARK
 PZ0697  USGS QUAD   -  COPPER MTN (1969)
 PZ0697
 PZ0697                         *CURRENT SURVEY CONTROL
 PZ0697  ___________________________________________________________________
 PZ0697* NAD 83(1992)-  44 10 24.99983(N)    112 49 52.65517(W)     ADJUSTED  
 PZ0697* NAVD 88     -                                                        
 PZ0697  ___________________________________________________________________
 PZ0697  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 PZ0697  GEOID HEIGHT-         -10.57  (meters)                     GEOID03
 PZ0697
 PZ0697  HORZ ORDER  -  THIRD
 PZ0697
 PZ0697.The horizontal coordinates were established by classical geodetic methods
 PZ0697.and adjusted by the National Geodetic Survey in July 1992..
 PZ0697
 PZ0697
 PZ0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0697
 PZ0697.The geoid height was determined by GEOID03.
 PZ0697
 PZ0697;                    North         East     Units Scale Factor Converg.
 PZ0697;SPC ID E     -   278,699.602   146,851.292   MT  0.99998210   -0 27 47.3
 PZ0697;SPC ID C     -   279,149.046   593,459.043   MT  1.00005475   +0 48 52.0
 PZ0697;UTM  12      - 4,892,786.285   353,605.749   MT  0.99986358   -1 16 34.8
 PZ0697
 PZ0697                          SUPERSEDED SURVEY CONTROL
 PZ0697
 PZ0697  NAD 83(1986)-  44 10 24.99781(N)    112 49 52.65032(W) AD(       ) 4
 PZ0697  NAD 27      -  44 10 25.31900(N)    112 49 49.63100(W) AD(       ) 3
 PZ0697
 PZ0697.Superseded values are not recommended for survey control.
 PZ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0697.See file dsdata.txt to determine how the superseded data were derived.
 PZ0697
 PZ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP5360692786(NAD 83)
 PZ0697_MARKER: 72 = CAIRN
 PZ0697_SETTING: 0 = UNSPECIFIED SETTING
 PZ0697
 PZ0697  HISTORY     - Date     Condition        Report By
 PZ0697  HISTORY     - 1950     FIRST OBSERVED   CGS
 PZ0697  HISTORY     - 1956     GOOD             USGS
 PZ0697
 PZ0697                          STATION DESCRIPTION
 PZ0697
 PZ0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0697'THE STATION IS LOCATED ABOUT 28 MILES AIRLINE NORTHWEST OF
 PZ0697'TERRETON AND ABOUT 28 MILES AIRLINE WEST OF DUBOIS.  IT IS
 PZ0697'A PROMINENT, ROCKY MOUNTAIN NEAR THE SOUTHERN END OF THE
 PZ0697'BEAVERHEAD MOUNTAINS.
 PZ0697'
 PZ0697'THE POINT INTERSECTED WAS THE CAIRN THAT SETS ON THE TOP AND
 PZ0697'HIGHEST POINT OF THE MOUNTAIN.
 PZ0697
 PZ0697                          STATION RECOVERY (1956)
 PZ0697
 PZ0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0697'NOTE--STATION --KAUFMAN-- WAS ESTABLISHED IN 1915 BY USGS, BUT WAS NOT
 PZ0697'USED.  A HOLE WAS DRILLED FOR TABLET IN SOLID ROCK AND A LARGE CAIRN
 PZ0697'WAS BUILD OVER IT.  THIS CAIRN INTERSECTED.
 PZ0697'
 PZ0697'LOCATED ABOUT 40 MI. SE. OF LEADORE, 25 MI. W. OF DUBOIS, AND 5 MI. E.
 PZ0697'OF THE BLUE DOME SERVICE STATION.
 PZ0697'
 PZ0697'TO REACH FROM LEADORE, DRIVE S. ON STATE HIGHWAY 28 FOR 41 MI. TO DIRT
 PZ0697'RD. ON LEFT AFTER HIGHWAY CROSSES BIRCH CREEK, FOLLOW DIRT RD. E. FOR
 PZ0697'1.1 MI., TAKE RIGHT FORK 1.8 MI. TO RD. SIGN --PIERCE CANYON--, TAKE
 PZ0697'RIGHT FORK 0.3 MI. TO RD. FORKS, TAKE RIGHT FORK 1.6 MI. TO RD. FORKS,
 PZ0697'TAKE LEFT FORK UP PIERCE CANYON TO SWITCH-BACK, CROSS POINT OF LOW
 PZ0697'SAGEBRUSH RIDGE ON RIGHT, CROSS DRAIN AND DRIVE ONTO NOSE OF SLOPE,
 PZ0697'THENCE NE. ABOUT 1 MI. UP STEEP SIDE HILL TO RIDGE, THENCE S. ALONG
 PZ0697'MAIN DIVIDE RIDGE FOR 5.0 MI. TO END OF RD. IN SADDLE.  PACK S. ALONG
 PZ0697'SIDE HILL INTO DEEP SADDLE, THENCE UP RIDGE AND ALONG TOP TO HIGHEST
 PZ0697'POINT AND STATION.  A 1/2-HOUR PACK.  (FROM THE END OF THE RD. IN
 PZ0697'PIERCE CANYON TO THE RIDGE TOP IS A JEEP DRIVE.  THE DIVIDE RIDGE MAY
 PZ0697'BE EASILY ASCENDED FROM SCOTT CANYON.  SEE REVISED DESCRIPTION OF
 PZ0697'--MAHOGANY, NGS--.  IT IS POSSIBLE TO DRIVE S. ALONG THE DIVIDE FROM
 PZ0697'STATION --MAHOGANY-- WITH A 4-WHEEL DRIVE VEHICLE.)
 PZ0697'
 PZ0697'STATION MARK--STANDARD TABLET STAMPED---COPPER MTN 1956---, CEMENTED
 PZ0697'IN THE 1915 DRILL HOLE.
 PZ0697'
 PZ0697'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 PZ0697'1956---, CEMENTED IN DRILL HOLE IN SOLID ROCK OUTCROP, 26.65 FT. FROM
 PZ0697'STATION, S 52 DEG 15 MIN W.
 PZ0697'
 PZ0697'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PZ0697'1956---, CEMENTED IN DRILL HOLE IN FLAT, OUTCROPPING SHELF OF ROCK,
 PZ0697'25.50 FT. FROM STATION MARK, S 14 DEG 48 MIN E.
 PZ0697'
 PZ0697'REFERENCE MARK NO. 3--CHISELED CROSS ON SOLID ROCK, 14.86 FT. FROM
 PZ0697'STATION MARK, N 73 DEG 23 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0898 ***********************************************************************
 TO0898  DESIGNATION -  COPPER MOUNTAIN LOOKOUT
 TO0898  PID         -  TO0898
 TO0898  STATE/COUNTY-  ID/BOUNDARY
 TO0898  USGS QUAD   -  LINE POINT (1996)
 TO0898
 TO0898                         *CURRENT SURVEY CONTROL
 TO0898  ___________________________________________________________________
 TO0898* NAD 83(1992)-  48 58 23.38178(N)    116 05 55.66554(W)     ADJUSTED  
 TO0898* NAVD 88     -                                                        
 TO0898  ___________________________________________________________________
 TO0898  LAPLACE CORR-          13.00  (seconds)                    DEFLEC99
 TO0898  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 TO0898
 TO0898  HORZ ORDER  -  THIRD
 TO0898
 TO0898.The horizontal coordinates were established by classical geodetic methods
 TO0898.and adjusted by the National Geodetic Survey in July 1992..
 TO0898
 TO0898
 TO0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0898
 TO0898.The geoid height was determined by GEOID03.
 TO0898
 TO0898;                    North         East     Units Scale Factor Converg.
 TO0898;SPC ID W     -   812,033.916   774,465.986   MT  0.99994134   -0 15 47.3
 TO0898;SPC MT       -   545,220.815   117,474.090   MT  0.99998359   -4 49 37.4
 TO0898;SPC MT       - 1,788,782.20    385,413.68   iFT  0.99998359   -4 49 37.4
 TO0898;UTM  11      - 5,424,863.595   565,951.374   MT  0.99965343   +0 40 47.6
 TO0898
 TO0898                          SUPERSEDED SURVEY CONTROL
 TO0898
 TO0898  NAD 83(1986)-  48 58 23.39097(N)    116 05 55.66896(W) AD(       ) 4
 TO0898  NAD 27      -  48 58 23.57221(N)    116 05 51.94831(W) AD(       ) 3
 TO0898
 TO0898.Superseded values are not recommended for survey control.
 TO0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0898.See file dsdata.txt to determine how the superseded data were derived.
 TO0898
 TO0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ6595124864(NAD 83)
 TO0898
 TO0898  HISTORY     - Date     Condition        Report By
 TO0898  HISTORY     - UNK      MONUMENTED
 TO0898  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO0898
 TO0898                          STATION DESCRIPTION
 TO0898
 TO0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO0898'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1463 ***********************************************************************
 SV1463  DESIGNATION -  COPPER MOUNTAIN OLD LOT
 SV1463  PID         -  SV1463
 SV1463  STATE/COUNTY-  ID/KOOTENAI
 SV1463  USGS QUAD   -  SKITWISH PEAK (1996)
 SV1463
 SV1463                         *CURRENT SURVEY CONTROL
 SV1463  ___________________________________________________________________
 SV1463* NAD 83(1992)-  47 38 54.85913(N)    116 28 51.03021(W)     ADJUSTED  
 SV1463* NAVD 88     -                                                        
 SV1463  ___________________________________________________________________
 SV1463  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 SV1463  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 SV1463
 SV1463  HORZ ORDER  -  THIRD
 SV1463
 SV1463.The horizontal coordinates were established by classical geodetic methods
 SV1463.and adjusted by the National Geodetic Survey in July 1992..
 SV1463
 SV1463
 SV1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1463
 SV1463.The geoid height was determined by GEOID03.
 SV1463
 SV1463;                    North         East     Units Scale Factor Converg.
 SV1463;SPC ID W     -   664,954.350   745,095.105   MT  0.99997036   -0 32 24.4
 SV1463;UTM  11      - 5,277,372.205   538,989.103   MT  0.99961868   +0 23 01.2
 SV1463
 SV1463                          SUPERSEDED SURVEY CONTROL
 SV1463
 SV1463  NAD 83(1986)-  47 38 54.86261(N)    116 28 51.02162(W) AD(       ) 4
 SV1463  NAD 27      -  47 38 55.17773(N)    116 28 47.38597(W) AD(       ) 3
 SV1463
 SV1463.Superseded values are not recommended for survey control.
 SV1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1463.See file dsdata.txt to determine how the superseded data were derived.
 SV1463
 SV1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3898977372(NAD 83)
 SV1463
 SV1463  HISTORY     - Date     Condition        Report By
 SV1463  HISTORY     - 1940     MONUMENTED       CGS
 SV1463
 SV1463                          STATION DESCRIPTION
 SV1463
 SV1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1463'COPPER MOUNTAIN FOREST SERVICE LOOKOUT TOWER (OLD) IS IN THE
 SV1463'COEUR D ALENE NATIONAL FOREST ON THE HIGHEST PART OF COPPER
 SV1463'MOUNTAIN, 14 MILES ESE OF COEUR D ALENE, 6 MILES ESE OF MARIE
 SV1463'CREEK GUARD STATION AND 10 MILES E OF COEUR D ALENE LAKE.  THE
 SV1463'TOP OF THE TOWER WAS INTERSECTED.  THE NEW TOWER IS A LOWER TOWER
 SV1463'AND IS NOT ON THE HIGHEST PART OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0900 ***********************************************************************
 TO0900  DESIGNATION -  COPPER MTN
 TO0900  PID         -  TO0900
 TO0900  STATE/COUNTY-  ID/BOUNDARY
 TO0900  USGS QUAD   -  LINE POINT (1996)
 TO0900
 TO0900                         *CURRENT SURVEY CONTROL
 TO0900  ___________________________________________________________________
 TO0900* NAD 83(1992)-  48 58 23.38297(N)    116 05 55.72798(W)     ADJUSTED  
 TO0900* NAVD 88     -      1889.8    (meters)    6200.     (feet)  VERTCON   
 TO0900  ___________________________________________________________________
 TO0900  LAPLACE CORR-          13.01  (seconds)                    DEFLEC99
 TO0900  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 TO0900
 TO0900  HORZ ORDER  -  THIRD
 TO0900
 TO0900.The horizontal coordinates were established by classical geodetic methods
 TO0900.and adjusted by the National Geodetic Survey in July 1992..
 TO0900
 TO0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0900
 TO0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0900
 TO0900.The geoid height was determined by GEOID03.
 TO0900
 TO0900;                    North         East     Units Scale Factor Converg.
 TO0900;SPC ID W     -   812,033.959   774,464.717   MT  0.99994134   -0 15 47.3
 TO0900;UTM  11      - 5,424,863.617   565,950.104   MT  0.99965343   +0 40 47.6
 TO0900
 TO0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0900!SPC ID W     -   0.99970632  x   0.99994134  =   0.99964768
 TO0900!UTM  11      -   0.99970632  x   0.99965343  =   0.99935985
 TO0900
 TO0900:                Primary Azimuth Mark                     Grid Az
 TO0900:SPC ID W     -  R 1                                      356 25 12.1
 TO0900:UTM  11      -  R 1                                      355 28 37.2
 TO0900
 TO0900|---------------------------------------------------------------------|
 TO0900| PID    Reference Object                     Distance      Geod. Az  |
 TO0900|                                                           dddmmss.s |
 TO0900| TO1119 R 1                                 APPROX. 6.1 KM 3560924.8 |
 TO0900|---------------------------------------------------------------------|
 TO0900
 TO0900                          SUPERSEDED SURVEY CONTROL
 TO0900
 TO0900  NAD 83(1986)-  48 58 23.39419(N)    116 05 55.72383(W) AD(       ) 3
 TO0900  NAD 27      -  48 58 23.57664(N)    116 05 52.00496(W) AD(       ) 3
 TO0900  NGVD 29 (07/19/86) 1888.5    (m)         6196.     (f) VERT ANG       
 TO0900
 TO0900.Superseded values are not recommended for survey control.
 TO0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0900.See file dsdata.txt to determine how the superseded data were derived.
 TO0900
 TO0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ6595024864(NAD 83)
 TO0900_MARKER: DD = SURVEY DISK
 TO0900_SETTING: 66 = SET IN ROCK OUTCROP
 TO0900_SP_SET: SET IN ROCK OUTCROP
 TO0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0900+STABILITY: POSITION/ELEVATION WELL
 TO0900
 TO0900  HISTORY     - Date     Condition        Report By
 TO0900  HISTORY     - 1964     MONUMENTED       USGS
 TO0900
 TO0900                          STATION DESCRIPTION
 TO0900
 TO0900'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TO0900'LOCATED 18 MI. (AIRLINE) NNE. OF MOYIE SPRINGS, 4 MI. SE. OF EASTPORT,
 TO0900'2 MI. S. OF THE CANADIAN BORDER, IN THE NW. 1/4 OF SECTION 20, T 65 N,
 TO0900'R 3 E, ON THE HIGHEST POINT OF COPPER MOUNTAIN.
 TO0900'
 TO0900'TO REACH FROM THE MOYIE SPRINGS POST OFFICE, DRIVE E. ON U.S. HIGHWAY
 TO0900'NO. 2 FOR 2.8 MI. TO Y-RD., TAKE LEFT FORK --DEER-CANUCK RD.-- FOR 3
 TO0900'MI. TO Y-RD., TAKE LEFT FORK FOR 1 MI. TO Y-RD., TAKE LEFT FORK FOR
 TO0900'7.4 MI. TO RD. RIGHT TO BUCKHORN MINE, CONTINUE STRAIGHT AHEAD FOR 2.3
 TO0900'MI. AND RD. FORK, TAKE RIGHT FORK FOR 2 MI. TO Y-RD., TAKE RIGHT FORK
 TO0900'FOR 4.6 MI. TO Y-RD., TAKE LEFT FORK FOR 1.6 MI. TO RD. JUNCTION AT
 TO0900'DUGALS LOOP, TAKE HARD LEFT FOR 1.6 MI. TO Y-RD., TAKE LEFT FORK FOR
 TO0900'1.8 MI. TO RD. JUNCTION, TAKE LEFT FORK FOR 0.5 MI. TO RD. JUNCTION,
 TO0900'TAKE RIGHT FORK --COPPER SADDLE RD.-- FOR 1.1 MI. TO USFS TRAIL N. OF
 TO0900'RD. AT E. EDGE OF SADDLE.  PACK N. ALONG TRAIL FOLLOWING SIGNS TO
 TO0900'COPPER MOUNTAIN TO TOP AND STATION.  ABOUT A 30 MINUTE PACK.
 TO0900'
 TO0900'STATION MARK--A STANDARD TABLET STAMPED---COPPER MTN 1964---, SET IN
 TO0900'A ROCK OUTCROP NEAR THE CENTER OF THE OLD USFS LOT SITE.
 TO0900'
 TO0900'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED---NO 1 1964---, SET
 TO0900'IN THE SW. CONCRETE ABUTMENT OF THE DESTROYED LOT, 11.57 FT. FROM
 TO0900'STATION MARK, S 21 DEG 17 MIN W.
 TO0900'
 TO0900'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED---NO 2 1964---,
 TO0900'SET IN THE NW. CONCRETE ABUTMENT OF THE DESTROYED LOT, 10.57 FT. FROM
 TO0900'STATION MARK, N 50 DEG 13 MIN W.
 TO0900'
 TO0900'NOTE--NGS TRIANGULATION STATION --COPPER MOUNTAIN LOT-- HAS BEEN
 TO0900'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0699 ***********************************************************************
 PZ0699  DESIGNATION -  COPPER MTN
 PZ0699  PID         -  PZ0699
 PZ0699  STATE/COUNTY-  ID/CLARK
 PZ0699  USGS QUAD   -  COPPER MTN (1969)
 PZ0699
 PZ0699                         *CURRENT SURVEY CONTROL
 PZ0699  ___________________________________________________________________
 PZ0699* NAD 83(1992)-  44 10 24.99977(N)    112 49 52.65405(W)     ADJUSTED  
 PZ0699* NAVD 88     -      3141.8    (meters)   10308.     (feet)  VERTCON   
 PZ0699  ___________________________________________________________________
 PZ0699  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 PZ0699  GEOID HEIGHT-         -10.57  (meters)                     GEOID03
 PZ0699
 PZ0699  HORZ ORDER  -  THIRD
 PZ0699
 PZ0699.The horizontal coordinates were established by classical geodetic methods
 PZ0699.and adjusted by the National Geodetic Survey in July 1992..
 PZ0699
 PZ0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0699
 PZ0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0699
 PZ0699.The geoid height was determined by GEOID03.
 PZ0699
 PZ0699;                    North         East     Units Scale Factor Converg.
 PZ0699;SPC ID E     -   278,699.600   146,851.317   MT  0.99998210   -0 27 47.3
 PZ0699;UTM  12      - 4,892,786.283   353,605.773   MT  0.99986358   -1 16 34.8
 PZ0699
 PZ0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0699!SPC ID E     -   0.99950925  x   0.99998210  =   0.99949136
 PZ0699!UTM  12      -   0.99950925  x   0.99986358  =   0.99937290
 PZ0699
 PZ0699|---------------------------------------------------------------------|
 PZ0699| PID    Reference Object                     Distance      Geod. Az  |
 PZ0699|                                                           dddmmss.s |
 PZ0699| CN4158 COPPER MTN RM CROSS                   4.529 METERS 07323     |
 PZ0699| CN4157 COPPER MTN RM 2                       7.772 METERS 16512     |
 PZ0699| PZ0702 CLARK                               APPROX.14.7 KM 2313917.3 |
 PZ0699| CN4156 COPPER MTN RM 1                       8.123 METERS 23216     |
 PZ0699|---------------------------------------------------------------------|
 PZ0699
 PZ0699                          SUPERSEDED SURVEY CONTROL
 PZ0699
 PZ0699  NAD 83(1986)-  44 10 24.99583(N)    112 49 52.64627(W) AD(       ) 3
 PZ0699  NAD 27      -  44 10 25.32609(N)    112 49 49.65333(W) AD(       ) 3
 PZ0699  NGVD 29 (07/19/86) 3140.4    (m)        10303.     (f) VERT ANG       
 PZ0699
 PZ0699.Superseded values are not recommended for survey control.
 PZ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0699.See file dsdata.txt to determine how the superseded data were derived.
 PZ0699
 PZ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP5360692786(NAD 83)
 PZ0699_MARKER: DD = SURVEY DISK
 PZ0699_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0699_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PZ0699
 PZ0699  HISTORY     - Date     Condition        Report By
 PZ0699  HISTORY     - 1956     MONUMENTED       USGS
 PZ0699  HISTORY     - 1969     GOOD             USGS
 PZ0699
 PZ0699                          STATION DESCRIPTION
 PZ0699
 PZ0699'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0699'LOCATED ABOUT 40 MI SE. OF LEADORE, 25 MI W. OF DUBOIS, 5 MI E.
 PZ0699'OF BLUE DOME SERVICE STATION.
 PZ0699'
 PZ0699'TO REACH FROM LEADORE, DRIVE 41 MI S. ON STATE HWY. 28 TO DIRT
 PZ0699'RD. LEFT AFTER HWY. CROSSES BIRCH CREEK.  FOLLOW DIRT RD. E. 1.1
 PZ0699'MI.  TAKE RIGHT FORK 1.8 MI TO RD. SIGN PIERCE CANYON.  TAKE
 PZ0699'RIGHT FORK 0.3 MI TO RD. FORKS.  TAKE RIGHT FORK 1.6 MI TO RD.
 PZ0699'FORKS.  TAKE LEFT FORK UP PIERCE CANYON TO SWITCHBACK.  CROSS POINT
 PZ0699'OF LOW SAGEBRUSH RIDGE RIGHT.  CROSS DRAIN AND DRIVE ONTO NOSE OF
 PZ0699'SLOPE, THENCE NE. ABOUT 1 MI UP STEEP SIDEHILL TO RIDGE, THENCE
 PZ0699'S. ALONG MAIN DIVIDE RIDGE 5.0 MI TO END OF RD. IN SADDLE.  PACK
 PZ0699'S. ALONG SIDEHILL INTO DEEP SADDLE.  THENCE UP RIDGE AND ALONG TOP
 PZ0699'TO HIGHEST POINT AND STATION.  A 1/2-HOUR PACK.  (FROM END OF
 PZ0699'RD. IN PIERCE CANYON TO RIDGE TOP IS A JEEP DRIVE.  DIVIDE RIDGE
 PZ0699'MAY BE EASILY ASCENDED FROM SCOTT CANYON.  IT IS POSSIBLE TO
 PZ0699'DRIVE S. ALONG DIVIDE FROM STATION MAHOGANY WITH 4-WHEEL DRIVE.)
 PZ0699'
 PZ0699'STATION MARK--STANDARD TABLET STAMPED---COPPER MTN 1956---
 PZ0699'CEMENTED IN 1915 DRILL HOLE STATION KAUFMAN.
 PZ0699'
 PZ0699'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 PZ0699'---NO 1 1956--- CEMENTED IN DRILL HOLE IN SOLID ROCK OUTCROP,
 PZ0699'26.65 FT. FROM STATION, S 52 DEG 15 MIN W.
 PZ0699'
 PZ0699'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 PZ0699'---NO 2 1956--- CEMENTED IN DRILL HOLE IN FLAT, OUTCROPPING SHELF
 PZ0699'OF ROCK, 25.50 FT. FROM STATION MARK, S 14 DEG 48 MIN E.
 PZ0699'
 PZ0699'REFERENCE MARK NO. 3--CHISELED CROSS ON SOLID ROCK, 14.86 FT. FROM
 PZ0699'STATION MARK, N 73 DEG 23 MIN E.
 PZ0699
 PZ0699                          STATION RECOVERY (1969)
 PZ0699
 PZ0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PZ0699'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1465 ***********************************************************************
 SV1465  DESIGNATION -  COPPER MTN 2
 SV1465  PID         -  SV1465
 SV1465  STATE/COUNTY-  ID/KOOTENAI
 SV1465  USGS QUAD   -  SKITWISH PEAK (1996)
 SV1465
 SV1465                         *CURRENT SURVEY CONTROL
 SV1465  ___________________________________________________________________
 SV1465* NAD 83(1992)-  47 38 52.59655(N)    116 28 51.19407(W)     ADJUSTED  
 SV1465* NAVD 88     -      1527.3    (meters)    5011.     (feet)  VERTCON   
 SV1465  ___________________________________________________________________
 SV1465  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 SV1465  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 SV1465
 SV1465  HORZ ORDER  -  THIRD
 SV1465
 SV1465.The horizontal coordinates were established by classical geodetic methods
 SV1465.and adjusted by the National Geodetic Survey in July 1992..
 SV1465
 SV1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1465
 SV1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1465
 SV1465.The geoid height was determined by GEOID03.
 SV1465
 SV1465;                    North         East     Units Scale Factor Converg.
 SV1465;SPC ID W     -   664,884.509   745,091.027   MT  0.99997037   -0 32 24.6
 SV1465;UTM  11      - 5,277,302.332   538,986.153   MT  0.99961868   +0 23 01.1
 SV1465
 SV1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1465!SPC ID W     -   0.99976334  x   0.99997037  =   0.99973372
 SV1465!UTM  11      -   0.99976334  x   0.99961868  =   0.99938211
 SV1465
 SV1465|---------------------------------------------------------------------|
 SV1465| PID    Reference Object                     Distance      Geod. Az  |
 SV1465|                                                           dddmmss.s |
 SV1465| CH7150 COPPER MTN 2 RM 2                     5.830 METERS 12319     |
 SV1465| SV1513 FROST POINT LOT                     APPROX.21.3 KM 1505845.5 |
 SV1465| CH7149 COPPER MTN 2 RM 1                     4.100 METERS 32001     |
 SV1465|---------------------------------------------------------------------|
 SV1465
 SV1465                          SUPERSEDED SURVEY CONTROL
 SV1465
 SV1465  NAD 83(1986)-  47 38 52.59988(N)    116 28 51.18537(W) AD(       ) 3
 SV1465  NAD 27      -  47 38 52.91675(N)    116 28 47.53593(W) AD(       ) 3
 SV1465  NGVD 29 (07/19/86) 1526.1    (m)         5007.     (f) VERT ANG       
 SV1465
 SV1465.Superseded values are not recommended for survey control.
 SV1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1465.See file dsdata.txt to determine how the superseded data were derived.
 SV1465
 SV1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3898677302(NAD 83)
 SV1465_MARKER: DD = SURVEY DISK
 SV1465_SETTING: 66 = SET IN ROCK OUTCROP
 SV1465
 SV1465  HISTORY     - Date     Condition        Report By
 SV1465  HISTORY     - 1956     MONUMENTED       USGS
 SV1465
 SV1465                          STATION DESCRIPTION
 SV1465
 SV1465'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV1465'LOCATED ABOUT 3 MI N. OF U.S. HWY. 10.  ON DIVIDE BETWEEN MARIE
 SV1465'AND COPPER CREEKS, ON HIGHEST POINT OF COPPER MTN. AT APPROXIMATE
 SV1465'NORTHWEST CORNER OF FOUNDATION OF DESTROYED USFS LO CABIN.
 SV1465'
 SV1465'TO REACH FROM EAST END OF TUNNEL ON U.S. HWY. 10 AT FOURTH OF
 SV1465'JULY SUMMIT, DRIVE 0.1 MI E. ON U.S. HWY. 10 TO DIRT RD. RIGHT.
 SV1465'THENCE 0.1 MI TO Y-RD.  TAKE RIGHT FORK 0.1 MI TO 4-WAY
 SV1465'INTERSECTION ON TOP OF TUNNEL.  TAKE RD. 3.4 MI NW. UPHILL TO
 SV1465'Y-RD.  TAKE LEFT FORK 0.5 MI TO Y-RD.  PROCEED ON LEFT FORK 0.2
 SV1465'MI TO RD. FORKS.  TAKE RIGHT FORK AROUND EAST SIDE OF HILL 1.0 MI
 SV1465'TO STATION.
 SV1465'
 SV1465'STATION MARK--STANDARD BRONZE TABLET
 SV1465'STAMPED---COPPER MTN NO 2 1956---, CEMENTED IN ROCK OUTCROP.
 SV1465'
 SV1465'RM 1--STANDARD BRONZE RM TABLET STAMPED---NO 1 1956---, IN ROCK
 SV1465'OUTCROP.
 SV1465'
 SV1465'RM 2--STANDARD BRONZE RM TABLET STAMPED---NO 2 1956---, IN ROCK
 SV1465'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1193 ***********************************************************************
 NV1193  DESIGNATION -  CORNER
 NV1193  PID         -  NV1193
 NV1193  STATE/COUNTY-  ID/OWYHEE
 NV1193  USGS QUAD   -  HOT SPRING (1992)
 NV1193
 NV1193                         *CURRENT SURVEY CONTROL
 NV1193  ___________________________________________________________________
 NV1193* NAD 83(1992)-  42 48 16.33014(N)    115 43 16.04951(W)     ADJUSTED  
 NV1193* NAVD 88     -       802.4    (meters)    2633.     (feet)  VERTCON   
 NV1193  ___________________________________________________________________
 NV1193  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 NV1193  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 NV1193
 NV1193  HORZ ORDER  -  THIRD
 NV1193
 NV1193.The horizontal coordinates were established by classical geodetic methods
 NV1193.and adjusted by the National Geodetic Survey in July 1992..
 NV1193
 NV1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1193
 NV1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1193
 NV1193.The geoid height was determined by GEOID03.
 NV1193
 NV1193;                    North         East     Units Scale Factor Converg.
 NV1193;SPC ID W     -   126,384.090   802,361.799   MT  0.99993340   +0 01 10.6
 NV1193;UTM  11      - 4,739,902.302   604,569.495   MT  0.99973453   +0 52 08.7
 NV1193
 NV1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1193!SPC ID W     -   0.99987681  x   0.99993340  =   0.99981021
 NV1193!UTM  11      -   0.99987681  x   0.99973453  =   0.99961137
 NV1193
 NV1193:                Primary Azimuth Mark                     Grid Az
 NV1193:SPC ID W     -  SANDY                                    151 43 15.6
 NV1193:UTM  11      -  SANDY                                    150 52 17.5
 NV1193
 NV1193|---------------------------------------------------------------------|
 NV1193| PID    Reference Object                     Distance      Geod. Az  |
 NV1193|                                                           dddmmss.s |
 NV1193| NV1194 SANDY                               APPROX. 2.7 KM 1514426.2 |
 NV1193| CD6120 CLOVER PP                                          24144     |
 NV1193|---------------------------------------------------------------------|
 NV1193
 NV1193                          SUPERSEDED SURVEY CONTROL
 NV1193
 NV1193  NAD 83(1986)-  42 48 16.33207(N)    115 43 16.04717(W) AD(       ) 3
 NV1193  NAD 27      -  42 48 16.70100(N)    115 43 12.75100(W) AD(       ) 3
 NV1193  NGVD 29 (07/19/86)  801.5    (m)         2630.     (f) VERT ANG       
 NV1193
 NV1193.Superseded values are not recommended for survey control.
 NV1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1193.See file dsdata.txt to determine how the superseded data were derived.
 NV1193
 NV1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0456939902(NAD 83)
 NV1193_MARKER: Z = SEE DESCRIPTION
 NV1193_SETTING: 0 = UNSPECIFIED SETTING
 NV1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1193
 NV1193  HISTORY     - Date     Condition        Report By
 NV1193  HISTORY     - 1945     MONUMENTED       CGS
 NV1193
 NV1193                          STATION DESCRIPTION
 NV1193
 NV1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1193'STATION IS LOCATED 6.75 MILES S ALONG THE HOT SPRINGS ROAD FROM
 NV1193'THE ROAD JUNCTION 0.2 MILE E OF BRUNEAU.  IT IS IN THE NE
 NV1193'CORNER OF A T-ROAD JUNCTION AT THE TOP OF A GRADE.  40 FEET
 NV1193'E OF THE JUNCTION.  15 FEET N OF THE CENTER LINE OF A DIRT
 NV1193'SIDE ROAD WHICH LEADS E PAST A FARMHOUSE.  9 FEET NNW OF A
 NV1193'FENCE CORNER, AND 2 FEET W OF A N-S FENCE LINE.
 NV1193'
 NV1193'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 NV1193'POST PROJECTING 5 INCHES ABOVE THE GROUND.  IT IS STAMPED CORNER
 NV1193'1945.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 NV1193'
 NV1193'NO REFERENCE OR AZIMUTH MARK WAS SET.
 NV1193'
 NV1193'HEIGHT OF LIGHT ABOVE STATION MARK - 0.43 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1038 ***********************************************************************
 OZ1038  DESIGNATION -  CORNER
 OZ1038  PID         -  OZ1038
 OZ1038  STATE/COUNTY-  ID/ELMORE
 OZ1038  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ1038
 OZ1038                         *CURRENT SURVEY CONTROL
 OZ1038  ___________________________________________________________________
 OZ1038* NAD 83(1992)-  43 04 06.84004(N)    115 40 38.97397(W)     ADJUSTED  
 OZ1038* NAVD 88     -       945.6    (meters)    3102.     (feet)  VERTCON   
 OZ1038  ___________________________________________________________________
 OZ1038  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 OZ1038  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 OZ1038
 OZ1038  HORZ ORDER  -  SECOND
 OZ1038
 OZ1038.The horizontal coordinates were established by classical geodetic methods
 OZ1038.and adjusted by the National Geodetic Survey in July 1992..
 OZ1038
 OZ1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1038
 OZ1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1038
 OZ1038.The geoid height was determined by GEOID03.
 OZ1038
 OZ1038;                    North         East     Units Scale Factor Converg.
 OZ1038;SPC ID W     -   155,715.830   805,905.338   MT  0.99993376   +0 02 58.2
 OZ1038;UTM  11      - 4,769,277.737   607,676.106   MT  0.99974263   +0 54 11.5
 OZ1038
 OZ1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1038!SPC ID W     -   0.99985424  x   0.99993376  =   0.99978801
 OZ1038!UTM  11      -   0.99985424  x   0.99974263  =   0.99959691
 OZ1038
 OZ1038|---------------------------------------------------------------------|
 OZ1038| PID    Reference Object                     Distance      Geod. Az  |
 OZ1038|                                                           dddmmss.s |
 OZ1038| CD4470 CORNER RM 1                          19.419 METERS 00118     |
 OZ1038| CD6223 T4S R7E SEC 18 RM                    15.557 METERS 08306     |
 OZ1038| OZ0543 SCOTCH                              APPROX. 3.2 KM 1050229.2 |
 OZ1038| OZ1039 T4S R6 7E SECS 13 18 19 24            8.851 METERS 13225     |
 OZ1038| CD5142 T4S R6 7E SECS 13 18 19 24 RESET     20.740 METERS 13309     |
 OZ1038| CD4471 CORNER RM 3                          28.915 METERS 18020     |
 OZ1038|---------------------------------------------------------------------|
 OZ1038
 OZ1038                          SUPERSEDED SURVEY CONTROL
 OZ1038
 OZ1038  NAD 83(1986)-  43 04 06.84090(N)    115 40 38.96912(W) AD(       ) 2
 OZ1038  NAD 27      -  43 04 07.21600(N)    115 40 35.66660(W) AD(       ) 2
 OZ1038  NGVD 29 (07/19/86)  944.7    (m)         3099.     (f) VERT ANG       
 OZ1038
 OZ1038.Superseded values are not recommended for survey control.
 OZ1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1038.See file dsdata.txt to determine how the superseded data were derived.
 OZ1038
 OZ1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0767669278(NAD 83)
 OZ1038_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ1038
 OZ1038  HISTORY     - Date     Condition        Report By
 OZ1038  HISTORY     - 1959     MONUMENTED       CGS
 OZ1038  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OZ1038
 OZ1038                          STATION DESCRIPTION
 OZ1038
 OZ1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1038'THE STATION IS ABOUT 4-1/2 MILES SOUTH AND 1 MILE EAST OF
 OZ1038'MOUNTAIN HOME, AT THE SUMMIT OF A SLIGHT RISE ON THE WEST SIDE
 OZ1038'OF A POWER LINE AND SECTION LINE ROAD.
 OZ1038'
 OZ1038'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 OZ1038'51 AT THE SOUTH SIDE OF MOUNTAIN HOME, GO SOUTHEAST ON U.S.
 OZ1038'HIGHWAY 30 FOR 1.6 MILES TO A Y-INTERSECTION.  TAKE RIGHT FORK,
 OZ1038'SOUTH, ON BLACK-TOP ROAD FOR 1.7 MILES TO A CROSSROAD.  CONTINUE
 OZ1038'SOUTH ON GRAVEL AND DIRT ROAD, PARALLELING THE POWER LINE,
 OZ1038'FOR 1.0 MILE TO POWER POLE NO. 138 AND THE STATION ON THE
 OZ1038'RIGHT, WEST SIDE OF THE ROAD.
 OZ1038'
 OZ1038'THE SURFACE, UNDERGROUND AND REFERENCE MARK 1 ARE STANDARD
 OZ1038'DISKS SET IN CONCRETE POSTS PROJECTING ABOUT 2 INCHES.
 OZ1038'
 OZ1038'THE STATION MARK, STAMPED CORNER 1959, IS 8 FEET WEST OF THE
 OZ1038'CENTER OF THE DIRT ROAD AND 3 FEET SOUTH OF A METAL WITNESS
 OZ1038'POST WITH SIGN.  THE WITNESS POST IS AT THE EAST EDGE OF POWER
 OZ1038'POLE NO. 138.
 OZ1038'
 OZ1038'REFERENCE MARK 1, STAMPED CORNER NO 1 1959, IS 7 FEET WEST OF
 OZ1038'THE CENTER OF THE DIRT ROAD.
 OZ1038'
 OZ1038'THE SECTION CORNER MARK IS A G.L.O. BRASS CAP RIVETED TO THE
 OZ1038'TOP OF A 2-INCH GALVANIZED PIPE PROJECTING 1 FOOT AND HAS BEEN
 OZ1038'REINFORCED WITH CONCRETE.  IT IS 14 FEET EAST OF THE CENTER OF
 OZ1038'THE DIRT ROAD.  STAMPED T4S R6E R7E S13 18 19 24 1941.
 OZ1038
 OZ1038                          STATION RECOVERY (1967)
 OZ1038
 OZ1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OZ1038'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 OZ1038'MARK NO. 1 WAS FOUND UNEARTHED AND REFERENCE MARK NO. 2 HAS
 OZ1038'BEEN DESTROYED.  REFERENCE MARKS 3, 4 AND 5 WERE ESTABLISHED.
 OZ1038'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OZ1038'
 OZ1038'THE STATION IS 4 MILES SOUTHEAST OF MOUNTAIN HOME, ON THE WEST
 OZ1038'RIGHT-OF-WAY OF A SECTION LINE ROAD.
 OZ1038'
 OZ1038'TO REACH THE STATION FROM THE RAILROAD UNDERPASS IN MOUNTAIN
 OZ1038'HOME GO SOUTHEAST ON U.S. HIGHWAYS 20, 26 AND 30 FOR 1.7 MILES
 OZ1038'TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON THE MACADAM ROAD
 OZ1038'FOR 1.7 MILES TO A CROSSROAD AND THE END OF THE MACADAM,
 OZ1038'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 1.0 MILE TO THE STATION
 OZ1038'ON THE RIGHT.
 OZ1038'
 OZ1038'THE STATION MARK, STAMPED CORNER 1959, IS A STANDARD DISK SET
 OZ1038'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 OZ1038'IT IS 54 FEET NORTHWEST AND ACROSS THE ROAD FROM A T FENCE
 OZ1038'CORNER, 24 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 20
 OZ1038'FEET NORTH OF THE CENTER OF A TRACK ROAD WEST, 3 FEET SOUTHEAST
 OZ1038'OF POWER POLE NO. 139 AND 0.5 FOOT SOUTHEAST OF A METAL WITNESS
 OZ1038'POST.  (NOTE 1A AND 7A)
 OZ1038'
 OZ1038'REFERENCE MARK NO. 3, STAMPED CORNER NO 3 1959 1967, IS A STANDARD
 OZ1038'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OZ1038'3 INCHES.  IT IS 95 FEET SOUTH OF THE WITNESS POST, 92 FEET
 OZ1038'SOUTHWEST AND ACROSS THE ROAD FROM THE T FENCE CORNER, 56 FEET
 OZ1038'NORTH OF POWER POLE NO. 138 AND 24 FEET WEST OF THE CENTER OF
 OZ1038'THE GRAVELED ROAD.  (NOTE 11A)
 OZ1038'
 OZ1038'REFERENCE MARK NO. 4, STAMPED R.M.S 18 67, IS A DEPARTMENT
 OZ1038'OF INTERIOR BUREAU OF LAND MANAGEMENT BRASS DISK BRAZED TO A
 OZ1038'2-INCH PIPE THAT PROJECTS 6 INCHES.  IT IS 52 FEET NORTHEAST
 OZ1038'OF THE WITNESS POST, 27 FEET EAST OF THE CENTER OF THE ROAD, 26
 OZ1038'FEET NORTH OF A T FENCE CORNER, 2.5 FEET NORTH OF THE NORTH END
 OZ1038'OF A GATE AND 0.5 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 OZ1038'
 OZ1038'REFERENCE MARK NO. 5, STAMPED 13, 18, 24, 19, IS A CAP SECURED
 OZ1038'TO A SECTION OF REINFORCING ROD THAT PROJECTS 4 INCHES.  IT IS
 OZ1038'69 FEET SOUTHEAST OF THE WITNESS POST, 27 FEET SOUTH OF THE
 OZ1038'T FENCE CORNER, 27 FEET EAST OF THE CENTER OF THE ROAD AND 0.5
 OZ1038'FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 OZ1038'
 OZ1038'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 OZ1038'SOUTHEAST OF MOUNTAIN HOME
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB3352 ***********************************************************************
 AB3352  DESIGNATION -  CORNER
 AB3352  PID         -  AB3352
 AB3352  STATE/COUNTY-  ID/CASSIA
 AB3352  USGS QUAD   -  SUBLETT (1985)
 AB3352
 AB3352                         *CURRENT SURVEY CONTROL
 AB3352  ___________________________________________________________________
 AB3352* NAD 83(1994)-  42 19 40.52923(N)    113 12 52.49195(W)     ADJUSTED  
 AB3352* NAVD 88     -      1451.8    (meters)    4763.     (feet)  VERTCON   
 AB3352  ___________________________________________________________________
 AB3352  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 AB3352  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 AB3352
 AB3352  HORZ ORDER  -  THIRD
 AB3352
 AB3352.The horizontal coordinates were established by classical geodetic methods
 AB3352.and adjusted by the National Geodetic Survey in November 1997..
 AB3352
 AB3352.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB3352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB3352
 AB3352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3352
 AB3352.The geoid height was determined by GEOID03.
 AB3352
 AB3352;                    North         East     Units Scale Factor Converg.
 AB3352;SPC ID C     -    73,742.992   564,734.173   MT  0.99999891   +0 31 44.0
 AB3352;UTM  12      - 4,688,561.529   317,534.014   MT  1.00000966   -1 29 29.9
 AB3352
 AB3352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3352!SPC ID C     -   0.99977462  x   0.99999891  =   0.99977353
 AB3352!UTM  12      -   0.99977462  x   1.00000966  =   0.99978428
 AB3352
 AB3352                          SUPERSEDED SURVEY CONTROL
 AB3352
 AB3352  NAD 83(1986)-  42 19 40.52654(N)    113 12 52.49035(W) AD(       ) 3
 AB3352  NGVD 29 (12/14/94) 1450.7    (m)         4760.     (f) VERT ANG       
 AB3352
 AB3352.Superseded values are not recommended for survey control.
 AB3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3352.See file dsdata.txt to determine how the superseded data were derived.
 AB3352
 AB3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM1753488562(NAD 83)
 AB3352_MARKER: Z = SEE DESCRIPTION
 AB3352_SETTING: 0 = UNSPECIFIED SETTING
 AB3352
 AB3352  HISTORY     - Date     Condition        Report By
 AB3352  HISTORY     - 1957     MONUMENTED       USGS
 AB3352
 AB3352                          STATION DESCRIPTION
 AB3352
 AB3352'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AB3352'LOCATED ABOUT 22.0 MI. N. OF STREVELL AND 8.0 MI. E-NE. OF MALTA, IN
 AB3352'THE FLATS ALONG A GRADED COUNTY RD.
 AB3352'TO REACH FROM MALTA POST OFFICE, DRIVE N. ALONG U.S. HIGHWAY 30 (S.)
 AB3352'FOR 0.5 MI. TO GRADED RD. E., TURN RIGHT ON GRADED RD. AND DRIVE E.
 AB3352'2.0 MI. TO CURVE AND RD. FORK, FOLLOW MAIN RD. (NE.) 1.5 MI. TO
 AB3352'REVERSE Y-FORK, CONTINUE DUE E. ON GRADED RD. 4.4 MI. TO TRACK RD.
 AB3352'INTERSECTION WITH GRADED RD.  STATION MARK IS 60 FT. NE. OF
 AB3352'INTERSECTION SET IN BOULDER FLUSH WITH GROUND.
 AB3352'STATION MARK--STANDARD TABLET STAMPED---CORNER 1957---, CEMENTED IN
 AB3352'BURIED BOULDER FLUSH WITH GROUND.
 AB3352'REFERENCE MARK NO. 1--STANDARD GLO BRASS PIPE WITH CAP (1947) STAMPED
 AB3352'---USGS RM 1---, IT IS 19.70 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DI1654 ***********************************************************************
 DI1654  DESIGNATION -  CORPS II LEMHI PASS
 DI1654  PID         -  DI1654
 DI1654  STATE/COUNTY-  ID/LEMHI
 DI1654  USGS QUAD   -  LEMHI PASS (1988)
 DI1654
 DI1654                         *CURRENT SURVEY CONTROL
 DI1654  ___________________________________________________________________
 DI1654* NAD 83(1999)-  44 58 52.26516(N)    113 26 46.85354(W)     ADJUSTED  
 DI1654* NAVD 88     -                                                        
 DI1654  ___________________________________________________________________
 DI1654  X           -  -1,798,737.937 (meters)                     COMP
 DI1654  Y           -  -4,147,430.177 (meters)                     COMP
 DI1654  Z           -   4,487,489.079 (meters)                     COMP
 DI1654  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 DI1654  ELLIP HEIGHT-        2291.00  (meters)          (08/09/06) GPS OBS
 DI1654  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 DI1654
 DI1654  HORZ ORDER  -  A
 DI1654  ELLP ORDER  -  FOURTH    CLASS I
 DI1654
 DI1654.The horizontal coordinates were established by GPS observations
 DI1654.and adjusted by the National Geodetic Survey in August 2006..
 DI1654.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DI1654.DATUM ITEM on the data sheet items page.
 DI1654
 DI1654
 DI1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1654
 DI1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI1654
 DI1654.The ellipsoidal height was determined by GPS observations
 DI1654.and is referenced to NAD 83.
 DI1654
 DI1654.The geoid height was determined by GEOID03.
 DI1654
 DI1654;                    North         East     Units Scale Factor Converg.
 DI1654;SPC ID C     -   368,369.633   543,665.680   MT  0.99997080   +0 23 28.9
 DI1654;UTM  12      - 4,983,771.737   307,127.127   MT  1.00005744   -1 43 47.3
 DI1654
 DI1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1654!SPC ID C     -   0.99964093  x   0.99997080  =   0.99961174
 DI1654!UTM  12      -   0.99964093  x   1.00005744  =   0.99969835
 DI1654
 DI1654                          SUPERSEDED SURVEY CONTROL
 DI1654
 DI1654.No superseded survey control is available for this station.
 DI1654
 DI1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ0712783772(NAD 83)
 DI1654_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DI1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI1654_PROJECTION: FLUSH
 DI1654_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI1654+STABILITY: SURFACE MOTION
 DI1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1654+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 DI1654
 DI1654  HISTORY     - Date     Condition        Report By
 DI1654  HISTORY     - 20040822 MONUMENTED       INDIV
 DI1654
 DI1654                          STATION DESCRIPTION
 DI1654
 DI1654'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2004
 DI1654'THE MARK IS LOCATED ABOUT 46.7 KM (29.0 MI) WEST OF THE CLARK CANYON
 DI1654'RESERVOIR IN MONTANA, 42.3 KM (26.3 MI) SOUTHEAST OF SALMON, 15.6 KM
 DI1654'(9.7 MI) EAST OF TENDOY, 0.95 KM (0.6 MI) NORTH OF LEMHI PASS, AT THE
 DI1654'WESTWARD VIEW SCENIC OVERLOOK.  OWNERSHIP--U.S. FOREST SERVICE,
 DI1654'LEADORE RANGER DISTRICT, P.O. BOX 180, LEADORE, ID 83464 AND BUREAU OF
 DI1654'LAND MANAGEMENT, SALMON FIELD OFFICE, 50 HIGHWAY 93 SOUTH, SALMON, ID
 DI1654'83467.
 DI1654' 
 DI1654'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 28 AND AGENCY
 DI1654'CREEK ROAD IN TENDOY, GO EAST ON AGENCY CREEK ROAD FOR ABOUT 19.3 KM
 DI1654'(12.0 MI) TO THE TOP OF THE RIDGE AT LEMHI PASS.  AT THE PASS TURN
 DI1654'LEFT, NORTH, ON THE LEWIS AND CLARK SCENIC BYWAY GRAVEL ROAD FOR 0.95
 DI1654'KM (0.6 MI) TO THE ENTRANCE TO THE WESTWARD VIEW SCENIC OVERLOOK ON
 DI1654'THE RIGHT.  TURN RIGHT, SOUTH-SOUTHEAST ON THE ENTRANCE ROAD TO THE
 DI1654'SOUTH END OF THE CIRCULAR PARKING AREA AND THE MARK STRAIGHT AHEAD.
 DI1654' 
 DI1654'THE MARK IS A 15 CM (6 INCH) DIAMETER BRASS CORPS OF DISCOVERY II
 DI1654'COMMEMORATIVE DISK SET IN THE WEST END OF A 40 CM (16 INCH) X 47 CM
 DI1654'(19 INCH) RECTANGULAR CONCRETE MONUMENT FLUSH WITH THE GROUND.  THERE
 DI1654'IS A 15 CM (6 INCH) X 18 CM (7 INCH) PLAQUE WITH ISPLS LOGO IN THE
 DI1654'EAST END OF THE CONCRETE MONUMENT ADJACENT TO THE MARKER.  IT IS 60.3
 DI1654'M (197.8 FT) EAST FROM THE SOUTHEAST WOODEN LEG OF THE WELCOME TO
 DI1654'LEMHI PASS NATIONAL HISTORIC LANDMARK SIGN, 20.9 M (68.5 FT) SOUTHWEST
 DI1654'FROM THE NORTHWEST CORNER OF THE 2 M (6.6 FT) X 3.8 M (12.5 FT)
 DI1654'OUTHOUSE, AND 14.0 M (45.9 FT) SOUTH FROM THE WEST WOODEN LEG OF THE
 DI1654'WESTWARD VIEW INFORMATION SIGN AT THE SOUTH END OF THE GRAVEL PARKING
 DI1654'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1197 ***********************************************************************
 QB1197  DESIGNATION -  CORRAL
 QB1197  PID         -  QB1197
 QB1197  STATE/COUNTY-  ID/WASHINGTON
 QB1197  USGS QUAD   -  STURGILL CREEK (1987)
 QB1197
 QB1197                         *CURRENT SURVEY CONTROL
 QB1197  ___________________________________________________________________
 QB1197* NAD 83(1992)-  44 41 00.17877(N)    117 00 34.49244(W)     ADJUSTED  
 QB1197* NAVD 88     -      1754.6    (meters)    5757.     (feet)  VERTCON   
 QB1197  ___________________________________________________________________
 QB1197  LAPLACE CORR-          11.31  (seconds)                    DEFLEC99
 QB1197  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 QB1197
 QB1197  HORZ ORDER  -  FIRST
 QB1197
 QB1197.The horizontal coordinates were established by classical geodetic methods
 QB1197.and adjusted by the National Geodetic Survey in July 1992..
 QB1197
 QB1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1197
 QB1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1197
 QB1197.The geoid height was determined by GEOID03.
 QB1197
 QB1197;                    North         East     Units Scale Factor Converg.
 QB1197;SPC ID W     -   335,895.138   700,147.124   MT  1.00005590   -0 53 08.9
 QB1197;SPC OR N     -   118,955.720 2,776,614.558   MT  0.99993024   +2 28 31.3
 QB1197;SPC OR N     -   390,274.67  9,109,627.81   iFT  0.99993024   +2 28 31.3
 QB1197;UTM  11      - 4,947,779.287   499,240.705   MT  0.99960001   -0 00 24.3
 QB1197
 QB1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1197!SPC ID W     -   0.99972752  x   1.00005590  =   0.99978340
 QB1197!SPC OR N     -   0.99972752  x   0.99993024  =   0.99965778
 QB1197!UTM  11      -   0.99972752  x   0.99960001  =   0.99932764
 QB1197
 QB1197|---------------------------------------------------------------------|
 QB1197| PID    Reference Object                     Distance      Geod. Az  |
 QB1197|                                                           dddmmss.s |
 QB1197| CD6267 CORRAL RM 1                          11.789 METERS 04334     |
 QB1197| CD6266 CORRAL AZ MK                                       1705619.4 |
 QB1197| QB1198 CORRAL CAIRN                          3.699 METERS 21057     |
 QB1197| CD6268 CORRAL RM 2                           3.700 METERS 34259     |
 QB1197|---------------------------------------------------------------------|
 QB1197
 QB1197                          SUPERSEDED SURVEY CONTROL
 QB1197
 QB1197  NAD 83(1991)-  44 41 00.17861(N)    117 00 34.49225(W) AD(       ) 1
 QB1197  NAD 83(1986)-  44 41 00.17873(N)    117 00 34.49209(W) AD(       ) 1
 QB1197  NAD 27      -  44 41 00.59820(N)    117 00 30.87214(W) AD(       ) 1
 QB1197  NGVD 29 (07/19/86) 1753.5    (m)         5753.     (f) VERT ANG       
 QB1197
 QB1197.Superseded values are not recommended for survey control.
 QB1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1197.See file dsdata.txt to determine how the superseded data were derived.
 QB1197
 QB1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9924147779(NAD 83)
 QB1197_MARKER: DS = TRIANGULATION STATION DISK
 QB1197_SETTING: 66 = SET IN ROCK OUTCROP
 QB1197_SP_SET: SET IN ROCK OUTCROP
 QB1197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1197+STABILITY: POSITION/ELEVATION WELL
 QB1197
 QB1197  HISTORY     - Date     Condition        Report By
 QB1197  HISTORY     - 1945     MONUMENTED       CGS
 QB1197  HISTORY     - 1954     GOOD             USGS
 QB1197
 QB1197                          STATION DESCRIPTION
 QB1197
 QB1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 QB1197'THE STATION IS LOCATED AT THE HEAD OF THE CENTER FORK OF
 QB1197'CORRAL GULCH, ON THE NW END OF THE HIGHEST SECTION OF THE RIDGE
 QB1197'SEPARATING COTTONWOOD CREEK ON THE N AND CORRAL GULCH TO THE SW,
 QB1197'ABOUT 2 MILES E OF STURGILL SIDING, AND 6.5 MILES SSE OF
 QB1197'ROBINETTE.  IT IS 3.700 METERS N OF A CAIRN AND 9.5 FEET E OF THE
 QB1197'RIM THAT DROPS OFF INTO CORRAL GULCH.
 QB1197'
 QB1197'STATION MARK IS A BRONZE STATION DISK IN OUTCROPPING BEDROCK,
 QB1197'STAMPED CORRAL 1945, AND IS 6 INCHES BELOW THE SURFACE OF THE
 QB1197'GROUND.
 QB1197'
 QB1197'REFERENCE MARK 1 IS NE OF THE STATION, 2 FEET SW OF THE EDGE
 QB1197'OF THE RIM THAT DROPS OFF INTO COTTONWOOD CREEK.  IT IS A
 QB1197'BRONZE REFERENCE DISK IN OUTCROPPING BEDROCK, STAMPED CORRAL
 QB1197'NO 1 1945, AND IS 4 FEET LOWER THAN THE STATION.
 QB1197'
 QB1197'REFERENCE MARK 2 IS NNW OF THE STATION, 18 INCHES NE OF THE
 QB1197'EDGE OF THE RIM THAT DROPS OFF INTO CORRAL GULCH.  IT IS A
 QB1197'BRONZE REFERENCE DISK IN OUTCROPPING BEDROCK, STAMPED
 QB1197'CORRAL NO 2 1945, AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 QB1197'
 QB1197'THE AZIMUTH MARK IS SSE OF THE STATION, IN A 10- BY 20-FOOT
 QB1197'ISOLATED OUTCROP, AND AT THE HEAD OF THE N FORK OF GARDEN
 QB1197'CREEK.  IT IS ON THE FIRST HIGH GROUND OF THE RIDGE TO THE SE
 QB1197'OF THE STATION, 9 FEET S OF A CAIRN, AND 2 FEET N OF THE EDGE
 QB1197'OF THE OUTCROP.  IT IS A BRONZE AZIMUTH DISK IN OUTCROPPING
 QB1197'BEDROCK AND IS STAMPED CORRAL 1945.
 QB1197'
 QB1197'TO REACH THE STATION FROM ROBINETTE, GO SW 1 MILE TO A Y,
 QB1197'TURN SHARP LEFT 0.1 MILE TO THE BRIDGE ACROSS THE POWDER RIVER,
 QB1197'CONTINUE ON ROAD 4.6 MILES TO STURGILL STATION AND PRIVATE
 QB1197'FERRY ON THE LEFT.  CROSS THE FERRY AND CONTINUE ON STURGILL
 QB1197'CREEK ROAD 4.5 MILES TO THE MOUTH OF LIMESTONE CREEK AND END
 QB1197'OF TRUCK TRAVEL.  FROM HERE A TRAIL GOES LEFT ALONG THE
 QB1197'LEFT SIDE OF LIMESTONE CREEK.  CONTINUE THIS TRAIL TO A POINT
 QB1197'WHERE LIMESTONE CREEK SEPARATES INTO THREE FORKS.  TURN LEFT
 QB1197'AND FOLLOW TRAIL TO TOP OF RIDGE.  TURN LEFT AND FOLLOW
 QB1197'THE RIDGE ALONG THE EDGE OF THE RIM FOR 0.75 MILE TO A GATE
 QB1197'IN A WIRE FENCE.  CONTINUE ALONG RIM OF RIDGE TO WHERE IT
 QB1197'BREAKS SHARPLY INTO A CANYON AND THE AZIMUTH MARK AS
 QB1197'DESCRIBED.  CROSS THE CANYON AND CLIMB ROCKY SLOPE TO THE TOP.
 QB1197'CONTINUE ALONG RIDGE TO WHERE IT DROPS INTO A LOW SADDLE
 QB1197'AND THE STATION AS DESCRIBED.  ABOUT A 6-HOUR PACK.
 QB1197
 QB1197                          STATION RECOVERY (1954)
 QB1197
 QB1197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QB1197'STATION MARK-A BRONZE STATION DISK IN OUTCROPPING BEDROCK, STAMPED---
 QB1197'---CORRAL 1945---, AND IS 6 IN. BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0589 ***********************************************************************
 NT0589  DESIGNATION -  CORRAL
 NT0589  PID         -  NT0589
 NT0589  STATE/COUNTY-  ID/CARIBOU
 NT0589  USGS QUAD   -  RESERVOIR MTN (1981)
 NT0589
 NT0589                         *CURRENT SURVEY CONTROL
 NT0589  ___________________________________________________________________
 NT0589* NAD 83(1992)-  42 54 25.72316(N)    111 40 36.60927(W)     ADJUSTED  
 NT0589* NAVD 88     -      2177.     (meters)    7142.     (feet)  SCALED    
 NT0589  ___________________________________________________________________
 NT0589  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 NT0589  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 NT0589
 NT0589  HORZ ORDER  -  THIRD
 NT0589
 NT0589.The horizontal coordinates were established by classical geodetic methods
 NT0589.and adjusted by the National Geodetic Survey in July 1992..
 NT0589
 NT0589.The orthometric height was scaled from a topographic map.
 NT0589
 NT0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0589
 NT0589.The geoid height was determined by GEOID03.
 NT0589
 NT0589;                    North         East     Units Scale Factor Converg.
 NT0589;SPC ID E     -   137,900.113   239,999.297   MT  0.99996704   +0 20 00.6
 NT0589;UTM  12      - 4,750,725.707   444,749.125   MT  0.99963755   -0 27 38.9
 NT0589
 NT0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0589!SPC ID E     -   0.99966050  x   0.99996704  =   0.99962755
 NT0589!UTM  12      -   0.99966050  x   0.99963755  =   0.99929817
 NT0589
 NT0589:                Primary Azimuth Mark                     Grid Az
 NT0589:SPC ID E     -  LAKE                                     134 51 14.4
 NT0589:UTM  12      -  LAKE                                     135 38 53.9
 NT0589
 NT0589|---------------------------------------------------------------------|
 NT0589| PID    Reference Object                     Distance      Geod. Az  |
 NT0589|                                                           dddmmss.s |
 NT0589| NT0587 LAKE                                APPROX.11.2 KM 1351115.0 |
 NT0589|---------------------------------------------------------------------|
 NT0589
 NT0589                          SUPERSEDED SURVEY CONTROL
 NT0589
 NT0589  NAD 83(1986)-  42 54 25.71556(N)    111 40 36.60071(W) AD(       ) 3
 NT0589  NAD 27      -  42 54 26.00909(N)    111 40 33.77320(W) AD(       ) 3
 NT0589
 NT0589.Superseded values are not recommended for survey control.
 NT0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0589.See file dsdata.txt to determine how the superseded data were derived.
 NT0589
 NT0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN4474950726(NAD 83)
 NT0589_MARKER: DD = SURVEY DISK
 NT0589_SETTING: 66 = SET IN ROCK OUTCROP
 NT0589_SP_SET: SET IN ROCK OUTCROP
 NT0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0589+STABILITY: POSITION/ELEVATION WELL
 NT0589
 NT0589  HISTORY     - Date     Condition        Report By
 NT0589  HISTORY     - 1915     MONUMENTED       USGS
 NT0589
 NT0589                          STATION DESCRIPTION
 NT0589
 NT0589'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 NT0589'ABOUT 7 MI. BY RD. S. OF BLACKFOOT DAM, ON ONE OF HIGHEST POINTS ON
 NT0589'RIDGE LYING DIRECTLY W. OF AND 10 MI. FROM TOWN OF HENRY AND ON W.
 NT0589'SIDE OF BLACKFOOT STORAGE RESERVOIR.  S. PART OF SECTION 8, T 6 S,
 NT0589'R 41 E, BOISE MERIDIAN.  IT CAN BE EASILY REACHED FROM ANY DIRECTION.
 NT0589'
 NT0589'STATION MARK--BRONZE TABLET CEMENTED IN ROCK.
 NT0589'
 NT0589'REFERENCE MARK A--CHISELED CROSS IN ROCK, 12 FT. FROM STATION MARK,
 NT0589'N 42 DEG 42 MIN E.
 NT0589'
 NT0589'REFERENCE MARK B--CHISELED CROSS IN ROCK, 14 FT. FROM STATION MARK,
 NT0589'S 43 DEG 05 MIN E.
 NT0589'
 NT0589'--RESERVOIR (NGS)-- PUBLISHED IN ALMOST
 NT0589'IDENTICAL LOCATION AS --CORRAL--.  NO MENTION WAS MADE BY NGS OF USGS
 NT0589'STATION --CORRAL--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1537 ***********************************************************************
 NU1537  DESIGNATION -  CORRAL
 NU1537  PID         -  NU1537
 NU1537  STATE/COUNTY-  ID/BANNOCK
 NU1537  USGS QUAD   -  CLIFTON CREEK (1968)
 NU1537
 NU1537                         *CURRENT SURVEY CONTROL
 NU1537  ___________________________________________________________________
 NU1537* NAD 83(1992)-  42 42 12.80650(N)    112 27 13.36655(W)     ADJUSTED  
 NU1537* NAVD 88     -      2031.4    (meters)    6665.     (feet)  VERTCON   
 NU1537  ___________________________________________________________________
 NU1537  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 NU1537  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 NU1537
 NU1537  HORZ ORDER  -  FIRST
 NU1537
 NU1537.The horizontal coordinates were established by classical geodetic methods
 NU1537.and adjusted by the National Geodetic Survey in July 1992..
 NU1537
 NU1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1537
 NU1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1537
 NU1537.The geoid height was determined by GEOID03.
 NU1537
 NU1537;                    North         East     Units Scale Factor Converg.
 NU1537;SPC ID E     -   115,208.477   176,482.993   MT  0.99995417   -0 11 40.8
 NU1537;UTM  12      - 4,728,920.667   380,941.178   MT  0.99977439   -0 59 09.7
 NU1537
 NU1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1537!SPC ID E     -   0.99968351  x   0.99995417  =   0.99963770
 NU1537!UTM  12      -   0.99968351  x   0.99977439  =   0.99945797
 NU1537
 NU1537:                Primary Azimuth Mark                     Grid Az
 NU1537:SPC ID E     -  CORRAL AZ MK                             068 07 42.7
 NU1537:UTM  12      -  CORRAL AZ MK                             068 55 11.6
 NU1537
 NU1537|---------------------------------------------------------------------|
 NU1537| PID    Reference Object                     Distance      Geod. Az  |
 NU1537|                                                           dddmmss.s |
 NU1537| CM5377 CORRAL AZ MK                                       0675601.9 |
 NU1537| NU1623 AIR BEACON 12 B                     APPROX.19.9 KM 2091025.5 |
 NU1537| CM5379 CORRAL RM 2                          11.735 METERS 22443     |
 NU1537| CM5378 CORRAL RM 1                          12.769 METERS 29802     |
 NU1537|---------------------------------------------------------------------|
 NU1537
 NU1537                          SUPERSEDED SURVEY CONTROL
 NU1537
 NU1537  NAD 83(1986)-  42 42 12.80072(N)    112 27 13.35405(W) AD(       ) 1
 NU1537  NAD 27      -  42 42 13.10500(N)    112 27 10.44600(W) AD(       ) 1
 NU1537  NGVD 29 (07/19/86) 2030.3    (m)         6661.     (f) VERT ANG       
 NU1537
 NU1537.Superseded values are not recommended for survey control.
 NU1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1537.See file dsdata.txt to determine how the superseded data were derived.
 NU1537
 NU1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8094128921(NAD 83)
 NU1537_MARKER: Z = SEE DESCRIPTION
 NU1537_SETTING: 0 = UNSPECIFIED SETTING
 NU1537
 NU1537  HISTORY     - Date     Condition        Report By
 NU1537  HISTORY     - 1936     MONUMENTED       CGS
 NU1537  HISTORY     - 1968     SEE DESCRIPTION  USGS
 NU1537  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NU1537
 NU1537                          STATION DESCRIPTION
 NU1537
 NU1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 NU1537'STATION IS ON A HILL MARKED WITH LIGHT GREY ROCK, 11 MILES
 NU1537'A LITTLE W OF S OF POCATELLO AND 3-1/2 MILES NE OF CRYSTAL,
 NU1537'AIR LINE DISTANCES.  IT IS NEAR THE SW CORNER OF SECTION 23,
 NU1537'T 8 S, R 34 E.
 NU1537'
 NU1537'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 NU1537'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 NU1537'
 NU1537'TO REACH STATION FROM POCATELLO POST OFFICE, GO S ON THE STREET
 NU1537'ON WHICH THE POST OFFICE FACES, FOR 0.3 MILE AND TURN RIGHT
 NU1537'(W) AT WESTCOTT OIL STATION ON LEFT, GO 0.2 MILE AND TURN
 NU1537'LEFT (S) ON SECOND STREET AFTER CROSSING SMALL BRIDGE, GO 1.85
 NU1537'MILES AND KEEP S AT T-ROAD LEFT.  GO 3.35 MILES, AND KEEP
 NU1537'RIGHT, GO 4.8 MILES AND KEEP STRAIGHT AHEAD AT LEFT FORK AND
 NU1537'CAMP TENDOY SIGN, GO 4.3 MILES AND TAKE UPPER RIGHT FORK AT
 NU1537'BANNOCK COUNTY SIGN AT TOP OF GRADE, GO 0.4 MILE AND TURN
 NU1537'RIGHT OFF MAIN ROAD ON A LONG CURVE TO LEFT, ONTO A COUNTY
 NU1537'ROAD LEADING UP HILL, GO ABOUT 200 YARDS AND TURN RIGHT AT
 NU1537'ROAD JUNCTION AND CONTINUE UP HILL, GO 0.5 MILE TO END OF
 NU1537'TRUCK TRAVEL IN LOW GRASSY SADDLE.  GO NE ON FOOT TO HILL
 NU1537'COVERED WITH LIGHT-COLORED ROCK AND STATION ON HIGHEST
 NU1537'POINT (A 15-MINUTE PACK).  AZIMUTH MARK IS ON SMALL ROCKY
 NU1537'KNOLL.
 NU1537
 NU1537                          STATION RECOVERY (1968)
 NU1537
 NU1537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (WAO)
 NU1537'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 NU1537'42 112 1, STATION 1040.
 NU1537'
 NU1537'TO REACH FROM THE OLD POST OFFICE BUILDING IN POCATELLO, GO S.
 NU1537'ON THE STREET ON WHICH THE POST OFFICE FACES FOR 0.3 MI.  TURN
 NU1537'RIGHT AND GO 0.2 MI.  TURN LEFT AND GO TO S. MAIN STREET.  GO
 NU1537'S. OUT OF POCATELLO ON S. MAIN STREET FOR 14.9 MI. N., TAKE
 NU1537'TRACK RD. RIGHT, FOLLOW MAIN TRACK FOR 0.6 MI.  TAKE DIM Y-RD.
 NU1537'RIGHT AT BOTTOM OF HILL AND GO 0.4 MI. ALONG W. SLOPE OF RIDGE
 NU1537'AND (LAST 0.4 MI. REQUIRES 4-WHEEL DRIVE VEHICLE).  END TRUCK
 NU1537'TRAVEL ABOUT 50 YARDS S. OF HIGHEST POINT AND STATION MARK.
 NU1537'
 NU1537'STATION MARK--A STANDARD USC AND GS TABLET STAMPED CORRAL 1936,
 NU1537'CEMENTED IN STONE.
 NU1537'
 NU1537'REFERENCE MARK NO. 1--A STANDARD USC AND GS REFERENCE MARK
 NU1537'TABLET STAMPED CORRAL NO 1 1936, CEMENTED VERTICALLY IN STONE.
 NU1537'
 NU1537'REFERENCE MARK NO. 2--A STANDARD USC AND GS REFERENCE MARK
 NU1537'TABLET STAMPED CORRAL NO 2 1936, CEMENTED IN STONE.
 NU1537'
 NU1537'NOTE--REFERENCE MARK NO. 1--THERE APPEARS TO BE ABOUT 153 DEG
 NU1537'DIFFERENCE BETWEEN USC AND GS AND USGS DIRECTIONS.
 NU1537
 NU1537                          STATION RECOVERY (1969)
 NU1537
 NU1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 NU1537'THE STATION MARK, STAMPED CORRAL 1936, REFERENCE MARK NO. 1,
 NU1537'STAMPED CORRAL NO 1 1936, REFERENCE MARK NO. 2, STAMPED CORRAL
 NU1537'NO 2 1936 AND THE AZIMUTH MARK STAMPED CORRAL 1936 WERE RECOVERED
 NU1537'AS DESCRIBED.  A ROCK CAIRN WAS BUILT 2 FEET NORTH OF THE STATION
 NU1537'MARK.  A ROCK CAIRN WAS BUILT 1 FOOT NORTH OF THE AZIMUTH MARK.
 NU1537'THE STATION WAS NOT OCCUPIED, BUT IT IS BELIEVED THAT THE ANGLE
 NU1537'TO REFERENCE MARK NO. 1 IS IN ERROR.  ROADS HAVE CHANGED.
 NU1537'A NEW TO REACH FOLLOWS.
 NU1537'
 NU1537'TO REACH THE STATION FROM THE BANNOCK STATION POST OFFICE,
 NU1537'(INTERSECTION OF LEWIS AND ARTHUR STREETS), IN POCATELLO, GO
 NU1537'SOUTH ON ARTHUR FOR 0.3 MILE TO HALLIDAY STREET, TURN LEFT
 NU1537'AND GO EAST FOR 1 BLOCK TO S. MAIN STREET, TURN RIGHT AND GO
 NU1537'SOUTH ON S. MAIN STREET AND THE MACADAM ROAD, PAST THE GOLF
 NU1537'COURSE, FOR 4.7 MILES TO A FORK, TAKE THE RIGHT FORK SOUTHERLY,
 NU1537'INTO THE CANYON, FOR 4.7 MILES TO A FORK, KEEP THE RIGHT FORK
 NU1537'SOUTHERLY, TOWARD THE ARBON VALLEY, FOR 2.6 MILES TO A FORK,
 NU1537'KEEP THE RIGHT FORK, MAIN TRAVELED ROAD SOUTHERLY, UPGRADE
 NU1537'FOR 1.7 MILES TO A CATTLE GUARD AT THE COUNTY LINE, CONTINUE
 NU1537'FOR 0.15 MILE TO THE SUMMIT OF THE GRADE AND THE END OF
 NU1537'TRUCK TRAVEL.  FROM HERE THE STATION HILL IS VISIBLE TO THE
 NU1537'NORTH-NORTHWEST.  LENGTH OF PACK IS 1/2 HOUR.
 NU1537'
 NU1537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 NU1537'SOUTH-SOUTHWEST OF POCATELLO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0756 ***********************************************************************
 OX0756  DESIGNATION -  CORRAL
 OX0756  PID         -  OX0756
 OX0756  STATE/COUNTY-  ID/JEFFERSON
 OX0756  USGS QUAD   -  MENAN BUTTES (1979)
 OX0756
 OX0756                         *CURRENT SURVEY CONTROL
 OX0756  ___________________________________________________________________
 OX0756* NAD 83(1992)-  43 52 28.73312(N)    111 59 11.21985(W)     ADJUSTED  
 OX0756* NAVD 88     -      1514.8    (meters)    4970.     (feet)  VERTCON   
 OX0756  ___________________________________________________________________
 OX0756  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 OX0756  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 OX0756
 OX0756  HORZ ORDER  -  THIRD
 OX0756  VERT ORDER  -  THIRD ? (See Below)
 OX0756
 OX0756.The horizontal coordinates were established by classical geodetic methods
 OX0756.and adjusted by the National Geodetic Survey in July 1992..
 OX0756
 OX0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0756.The vertical order pertains to the NGVD 29 superseded value.
 OX0756
 OX0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0756
 OX0756.The geoid height was determined by GEOID03.
 OX0756
 OX0756;                    North         East     Units Scale Factor Converg.
 OX0756;SPC ID E     -   245,283.739   214,484.132   MT  0.99994995   +0 07 29.7
 OX0756;UTM  12      - 4,858,423.315   420,745.771   MT  0.99967725   -0 41 01.4
 OX0756
 OX0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0756!SPC ID E     -   0.99976430  x   0.99994995  =   0.99971426
 OX0756!UTM  12      -   0.99976430  x   0.99967725  =   0.99944163
 OX0756
 OX0756:                Primary Azimuth Mark                     Grid Az
 OX0756:SPC ID E     -  VOLCANO                                  267 25 23.4
 OX0756:UTM  12      -  VOLCANO                                  268 13 54.5
 OX0756
 OX0756|---------------------------------------------------------------------|
 OX0756| PID    Reference Object                     Distance      Geod. Az  |
 OX0756|                                                           dddmmss.s |
 OX0756| OY0787 VOLCANO                             APPROX. 5.4 KM 2673253.1 |
 OX0756|---------------------------------------------------------------------|
 OX0756
 OX0756                          SUPERSEDED SURVEY CONTROL
 OX0756
 OX0756  NAD 83(1986)-  43 52 28.72748(N)    111 59 11.20637(W) AD(       ) 3
 OX0756  NAD 27      -  43 52 29.04974(N)    111 59 08.30727(W) AD(       ) 3
 OX0756  NGVD 29 (07/19/86) 1513.7    (m)         4966.     (f) LEVELING    3  
 OX0756
 OX0756.Superseded values are not recommended for survey control.
 OX0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0756.See file dsdata.txt to determine how the superseded data were derived.
 OX0756
 OX0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP2074658423(NAD 83)
 OX0756_MARKER: DD = SURVEY DISK
 OX0756_SETTING: 80 = SET IN A BOULDER
 OX0756_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OX0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0756+STABILITY: SURFACE MOTION
 OX0756
 OX0756  HISTORY     - Date     Condition        Report By
 OX0756  HISTORY     - 1947     MONUMENTED       USGS
 OX0756
 OX0756                          STATION DESCRIPTION
 OX0756
 OX0756'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OX0756'NOTE--REPORTED DESTROYED IN 1951.  THIS STATION WAS RECOVERED AND
 OX0756'INSTEAD OF BEING IN AN OUTCROP IT IS ON A BURIED BOULDER IN
 OX0756'APPROXIMATELY THE SAME SPOT AS ORIGINALLY PLACED.
 OX0756'
 OX0756'LOCATED ABOUT 10.5 MI. N. OF MENAN AND ABOUT 5 MI. W. OF PLANO, ON THE
 OX0756'HIGHEST POINT OF A LOW HILL, 447 FT. SW. OF THE SW. CORNER OF A
 OX0756'CORRAL.
 OX0756'
 OX0756'A NEW TO REACH AS FOLLOWS
 OX0756'
 OX0756'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 91 AND STATE HIGHWAY
 OX0756'28, (ABOUT 9 MI. N. OF ROBERTS) DRIVE E. ON STATE HIGHWAY 28 FOR 3.0
 OX0756'MI. TO A RAILROAD CROSSING, CONTINUE E. ON HIGHWAY 28 6.9 MI. TO A
 OX0756'T-RD. N., TURN LEFT (N.) AND FOLLOW DIRT RD. 0.8 MI. TO A RD. FORK,
 OX0756'KEEP RIGHT FOR 0.1 MI. TO A RD. FORK, KEEP RIGHT AND GO 2.7 MI. TO A
 OX0756'CORRAL, DRIVE SW. 0.1 MI. TO A ROCK OUTCROP AND STATION.
 OX0756'
 OX0756'STATION MARK--STANDARD TABLET STAMPED---CORRAL 1947 4966---, CEMENTED
 OX0756'IN DRILL HOLE IN BOULDER.
 OX0756'
 OX0756'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---NO 1---, CEMENTED IN
 OX0756'ROCK OUTCROP, 32.98 FT. FROM STATION MARK, N 24 DEG 36 MIN E.
 OX0756'
 OX0756'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO 2---, CEMENTED IN
 OX0756'ROCK OUTCROP, 20.21 FT. FROM STATION MARK, S 38 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0899 ***********************************************************************
 OY0899  DESIGNATION -  CORRAL
 OY0899  PID         -  OY0899
 OY0899  STATE/COUNTY-  ID/BINGHAM
 OY0899  USGS QUAD   -  LAVA LAKE RESERVOIR (1973)
 OY0899
 OY0899                         *CURRENT SURVEY CONTROL
 OY0899  ___________________________________________________________________
 OY0899* NAD 83(1992)-  43 15 49.11008(N)    112 51 24.95520(W)     ADJUSTED  
 OY0899* NAVD 88     -      1498.0    (meters)    4915.     (feet)  VERTCON   
 OY0899  ___________________________________________________________________
 OY0899  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 OY0899  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 OY0899
 OY0899  HORZ ORDER  -  FIRST
 OY0899
 OY0899.The horizontal coordinates were established by classical geodetic methods
 OY0899.and adjusted by the National Geodetic Survey in July 1992..
 OY0899
 OY0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0899
 OY0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0899
 OY0899.The geoid height was determined by GEOID03.
 OY0899
 OY0899;                    North         East     Units Scale Factor Converg.
 OY0899;SPC ID E     -   177,617.735   143,959.205   MT  0.99998599   -0 28 23.1
 OY0899;SPC ID C     -   178,020.865   592,802.876   MT  1.00005327   +0 47 00.5
 OY0899;UTM  12      - 4,791,766.514   349,291.616   MT  0.99987940   -1 16 22.4
 OY0899
 OY0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0899!SPC ID E     -   0.99976710  x   0.99998599  =   0.99975310
 OY0899!SPC ID C     -   0.99976710  x   1.00005327  =   0.99982036
 OY0899!UTM  12      -   0.99976710  x   0.99987940  =   0.99964653
 OY0899
 OY0899:                Primary Azimuth Mark                     Grid Az
 OY0899:SPC ID E     -  TV STATION KID MAST                      031 22 25.1
 OY0899:SPC ID C     -  TV STATION KID MAST                      030 07 01.5
 OY0899:UTM  12      -  TV STATION KID MAST                      032 10 24.4
 OY0899
 OY0899|---------------------------------------------------------------------|
 OY0899| PID    Reference Object                     Distance      Geod. Az  |
 OY0899|                                                           dddmmss.s |
 OY0899| OY0882 TV STATION KID MAST                 APPROX.30.3 KM 0305402.0 |
 OY0899| CN4159 CORRAL AZ MK                                       0984723.5 |
 OY0899| OY0884 POWELL                              APPROX.21.3 KM 1154023.0 |
 OY0899| CN4161 CORRAL RM 2                           6.610 METERS 12127     |
 OY0899| OY0949 BIG BUTTE LOOKOUT HOUSE             APPROX.19.9 KM 3174042.9 |
 OY0899| CN4160 CORRAL RM 1                          12.045 METERS 34917     |
 OY0899|---------------------------------------------------------------------|
 OY0899
 OY0899                          SUPERSEDED SURVEY CONTROL
 OY0899
 OY0899  NAD 83(1986)-  43 15 49.10411(N)    112 51 24.93924(W) AD(       ) 1
 OY0899  NAD 27      -  43 15 49.41930(N)    112 51 21.97370(W) AD(       ) 1
 OY0899  NGVD 29 (07/19/86) 1497.0    (m)         4911.     (f) VERT ANG       
 OY0899
 OY0899.Superseded values are not recommended for survey control.
 OY0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0899.See file dsdata.txt to determine how the superseded data were derived.
 OY0899
 OY0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4929291767(NAD 83)
 OY0899_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0899_SETTING: 66 = SET IN ROCK OUTCROP
 OY0899
 OY0899  HISTORY     - Date     Condition        Report By
 OY0899  HISTORY     - 1960     MONUMENTED       CGS
 OY0899  HISTORY     - 1970     SEE DESCRIPTION  USGS
 OY0899  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OY0899  HISTORY     - 1973     SEE DESCRIPTION  USGS
 OY0899
 OY0899                          STATION DESCRIPTION
 OY0899
 OY0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0899'THE STATION IS ABOUT 13 MILES SOUTH-SOUTHWEST OF ATOMIC CITY, 10
 OY0899'MILES SOUTHWEST OF TABER, 26 MILES WEST-NORTHWEST OF BLACKFOOT,
 OY0899'NEAR THE SOUTH END OF A 300 FOOT LONG ROCK AND SAGEBRUSH
 OY0899'COVERED RIDGE WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 OY0899'VICINITY.
 OY0899'
 OY0899'TO REACH THE STATION FROM THE POST OFFICE IN ATOMIC
 OY0899'CITY, GO SOUTHEASTERLY ON A PAVED ROAD FOR 12.3 MILES TO
 OY0899'SPRINGFIELD ROAD AT FULLMER RAILROAD SIDING.  TURN RIGHT, CROSS
 OY0899'RAILROAD TRACKS AND GO SOUTH ON SPRINGFIELD ROAD FOR 4.8 MILES
 OY0899'TO A SIDE ROAD ON THE RIGHT AT A SIGNPOST CEMENTED IN A CAIRN.
 OY0899'TURN RIGHT AND GO WESTERLY FOR 0.85 MILE TO A FORK, BEAR LEFT
 OY0899'AND CONTINUE WESTERLY FOR 3.45 MILES TO A CROSSROADS.  CONTINUE
 OY0899'STRAIGHT AHEAD FOR 4.05 MILES TO A WATER TANK AND CORRAL ON
 OY0899'THE RIGHT.  CONTINUE WEST, STRAIGHT AHEAD FOR 0.1 MILE TO A
 OY0899'CROSSROADS.  CONTINUE WEST FOR 1.5 MILES TO THE TOP OF A
 OY0899'RISE AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR
 OY0899'0.35 MILE TO THE SOUTH END OF THE RIDGE.  AT THIS POINT LEAVE
 OY0899'THE ROAD AND GO NORTH FOR 0.1 MILE TO THE STATION.
 OY0899'
 OY0899'THE STATION MARK IS A STANDARD DISK, STAMPED CORRAL 1960, CEMENTED
 OY0899'IN A DRILL HOLE IN A 3 BY 6 FOOT ROCK OUTCROP THAT PROJECTS
 OY0899'10 INCHES TO THE WEST AND FLUSH TO THE NORTH SOUTH AND EAST.
 OY0899'IT IS 217 FEET SOUTH OF A CAIRN WHICH IS ON THE HIGHEST POINT
 OY0899'OF THE RIDGE AND 52.2 FEET SOUTH OF AN EAST-WEST FENCE.  A METAL
 OY0899'WITNESS SIGNPOST WAS SET 4.1 FEET WEST OF THE MARK.
 OY0899'
 OY0899'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CORRAL NO 1 1960
 OY0899'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE GROUND.
 OY0899'IT IS 14 FEET SOUTH OF THE FENCE AND ABOUT 1 FOOT LOWER THAN
 OY0899'THE STATION.
 OY0899'
 OY0899'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CORRAL NO 2 1960,
 OY0899'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE GROUND.
 OY0899'IT IS 66.1 FEET SOUTH OF THE FENCE AND ABOUT 1 FOOT LOWER THAN
 OY0899'THE STATION.
 OY0899'
 OY0899'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CORRAL 1960, CEMENTED
 OY0899'IN A DRILL HOLE IN ROCK OUTCROP HAVING AN EXPOSED AREA OF ABOUT
 OY0899'4 BY 4 FEET AND PROJECTING 1 FOOT.  IT IS 19 FEET NORTH OF
 OY0899'THE CENTER OF THE ROAD AND ABOUT 3 FEET HIGHER.  A METAL
 OY0899'WITNESS SIGNPOST WAS SET 2.6 FEET SOUTHEAST OF THE MARK.
 OY0899
 OY0899                          STATION RECOVERY (1970)
 OY0899
 OY0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OY0899'INSTRUMENT STAND 4.7 FT ABOVE STATION MARK.
 OY0899'
 OY0899'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 OY0899'43 112 3, STATION 1004.  ALL MARKS IN GOOD CONDITION.  NEW TO
 OY0899'REACH FOLLOWS--
 OY0899'
 OY0899'TO REACH FROM SPRINGFIELD, DRIVE N. FOR 11 MI TO T-RD. LEFT AT
 OY0899'SIGN NO 2 WELL.  TURN LEFT FOR 1.2 MI TO RD. FK. LEFT (S.).  TURN
 OY0899'LEFT FOR 2.3 MI TO RD. FK. RIGHT (W).  TURN RIGHT FOR 3.2 MI TO
 OY0899'T-RD.  CONTINUE STRAIGHT FOR 5.0 MI TO Y-RD.  CONTINUE STRAIGHT
 OY0899'AHEAD (S.) FOR 0.8 MI TO T-RD.  CONTINUE STRAIGHT AHEAD FOR
 OY0899'3.5 MI TO WEST END OF CLEARED STRIP.  CONTINUE AHEAD FOR 0.6 MI
 OY0899'TO TOP OF RIDGE.  TURN RIGHT CROSS COUNTRY 0.3 MI TO STATION.
 OY0899
 OY0899                          STATION RECOVERY (1972)
 OY0899
 OY0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OY0899'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OY0899'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE FOLLOWING IS
 OY0899'AN ALTERNATE TO REACH.
 OY0899'
 OY0899'TO REACH THE STATION FROM THE ATOMIC CITY POST OFFICE GO
 OY0899'SOUTHEASTERLY ON THE MACADAM ROAD FOR 12.3 MILES TO SPRINGFIELD
 OY0899'ROAD ON THE RIGHT, AT THE FULLMER RAILROAD SIDING, TURN RIGHT,
 OY0899'CROSS THE TRACKS, AND GO SOUTH ON SPRINGFIELD ROAD FOR 4.7
 OY0899'MILES TO A CROSSROAD, TURN RIGHT, AND GO WESTERLY, THRU THE LAVA
 OY0899'BEDS ON THE MAIN TRAVELED ROAD, FOR 4.45 MILES TO A CROSS ROAD,
 OY0899'AND THE AZIMUTH MARK FOR TRIANGULATION STATION CROSS 1960, ON
 OY0899'THE LEFT.  CONTINUE WEST ON THE MAIN TRAVELED ROAD FOR 4.05
 OY0899'MILES TO A CORRAL, AND WATER TANKS ON THE RIGHT, CONTINUE WEST
 OY0899'ON THE MAIN TRAVELED ROAD FOR 1.4 MILES TO A SLIGHT RISE,
 OY0899'AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR 0.35
 OY0899'MILE TO A DIM TRACK ROAD NORTH, TURN RIGHT, AND GO NORTH ON
 OY0899'THE DIM TRACK ROAD FOR 0.1 MILE TO THE STATION AT THE END
 OY0899'OF THE ROAD.
 OY0899'
 OY0899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES
 OY0899'SOUTH-SOUTHWEST OF ATOMIC CITY
 OY0899
 OY0899                          STATION RECOVERY (1973)
 OY0899
 OY0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JNT)
 OY0899'TO REACH FROM SPRINGVILLE DRIVE NORTH ON THE ROAD THAT LEAVES
 OY0899'THE HIGHWAY ONE BLOCK EAST OF FACKRELLS MERC. FOR 4.1 MILES TO
 OY0899'A CROSS ROAD, TURN LEFT (WEST) AND FOLLOW MTR FOR 2.7 MILES TO
 OY0899'A T RD., TURN RIGHT FOR 1.0 MILE TO A T RD., TURN LEFT AND
 OY0899'FOLLOW MTR 1.7 MI. TO A RD. Y ALONG FENCE, TURN RIGHT AND FOLLOW
 OY0899'TRACK ROAD 7.4 MILES TO A CATTLE GUARD, CONTINUE NORTH FOR 2.3
 OY0899'MILES TO A CROSS ROAD, TURN RIGHT AND FOLLOW MTR FOR 0.7 MILES
 OY0899'TO A RIDGE AND DIM TRAIL LEFT, TURN LEFT UP RIDGE ABOUT 100
 OY0899'YDS.  TO TOP AND STA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0858 ***********************************************************************
 OZ0858  DESIGNATION -  CORRAL
 OZ0858  PID         -  OZ0858
 OZ0858  STATE/COUNTY-  ID/CAMAS
 OZ0858  USGS QUAD   -  CORRAL (1986)
 OZ0858
 OZ0858                         *CURRENT SURVEY CONTROL
 OZ0858  ___________________________________________________________________
 OZ0858* NAD 83(1992)-  43 17 12.02285(N)    114 56 06.92872(W)     ADJUSTED  
 OZ0858* NAVD 88     -      1723.8    (meters)    5656.     (feet)  VERTCON   
 OZ0858  ___________________________________________________________________
 OZ0858  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 OZ0858  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 OZ0858
 OZ0858  HORZ ORDER  -  THIRD
 OZ0858
 OZ0858.The horizontal coordinates were established by classical geodetic methods
 OZ0858.and adjusted by the National Geodetic Survey in July 1992..
 OZ0858
 OZ0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0858
 OZ0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0858
 OZ0858.The geoid height was determined by GEOID03.
 OZ0858
 OZ0858;                    North         East     Units Scale Factor Converg.
 OZ0858;SPC ID C     -   180,369.746   424,097.445   MT  1.00001821   -0 38 28.6
 OZ0858;UTM  11      - 4,794,720.083   667,511.438   MT  0.99994518   +1 24 57.7
 OZ0858
 OZ0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0858!SPC ID C     -   0.99973201  x   1.00001821  =   0.99975021
 OZ0858!UTM  11      -   0.99973201  x   0.99994518  =   0.99967720
 OZ0858
 OZ0858:                Primary Azimuth Mark                     Grid Az
 OZ0858:SPC ID C     -  DIVIDE                                   217 38 15.9
 OZ0858:UTM  11      -  DIVIDE                                   215 34 49.6
 OZ0858
 OZ0858|---------------------------------------------------------------------|
 OZ0858| PID    Reference Object                     Distance      Geod. Az  |
 OZ0858|                                                           dddmmss.s |
 OZ0858| OZ0861 DIVIDE                              APPROX. 9.8 KM 2165947.3 |
 OZ0858|---------------------------------------------------------------------|
 OZ0858
 OZ0858                          SUPERSEDED SURVEY CONTROL
 OZ0858
 OZ0858  NAD 83(1986)-  43 17 12.02079(N)    114 56 06.92532(W) AD(       ) 3
 OZ0858  NGVD 29 (01/23/89) 1722.7    (m)         5652.     (f) VERT ANG       
 OZ0858
 OZ0858.Superseded values are not recommended for survey control.
 OZ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0858.See file dsdata.txt to determine how the superseded data were derived.
 OZ0858
 OZ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6751194720(NAD 83)
 OZ0858_MARKER: DD = SURVEY DISK
 OZ0858_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0858_SP_SET: SET IN ROCK OUTCROP
 OZ0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0858+STABILITY: POSITION/ELEVATION WELL
 OZ0858
 OZ0858  HISTORY     - Date     Condition        Report By
 OZ0858  HISTORY     - 1956     MONUMENTED       USGS
 OZ0858
 OZ0858                          STATION DESCRIPTION
 OZ0858
 OZ0858'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ0858'LOCATED ABOUT 7.5 MI. SW. OF FAIRFIELD, ON LARGE ROUND TOP OF SMALL
 OZ0858'GROUP OF ISOLATED HILLS ON VALLEY FLOOR.
 OZ0858'
 OZ0858'TO REACH FROM FAIRFIELD POST OFFICE, DRIVE W. ALONG STATE HIGHWAY 68
 OZ0858'FOR 6 MI. TO CROSSROADS, TAKE S. FORK 3.9 MI. TO RANCH ENTRANCE RD.,
 OZ0858'TAKE ENTRANCE RD. (W.) AND DRIVE PAST RANCH BUILDING, THEN SW. UP
 OZ0858'SLOPE TO TOP OF RIDGE, THEN IN NW. DIRECTION TO SADDLE AND END OF RD.
 OZ0858'(1.5 MI.).  PACK W. TO TOP AND STATION.  A 10-MINUTE PACK.
 OZ0858'
 OZ0858'STATION MARK--STANDARD TABLET STAMPED---CORRAL 1956---, CEMENTED IN
 OZ0858'ROCK.
 OZ0858'
 OZ0858'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---1
 OZ0858'CORRAL 1956---, WELDED TO TOP OF 2 IN. PIPE SET IN GROUND, 35.92 FT.
 OZ0858'FROM STATION MARK, S 44 DEG 40 MIN W.
 OZ0858'
 OZ0858'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---2
 OZ0858'CORRAL 1956---, WELDED TO TOP OF 2 IN. PIPE SET IN GROUND, 28.14 FT.
 OZ0858'FROM STATION MARK, S 36 DEG 11 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1198 ***********************************************************************
 QB1198  DESIGNATION -  CORRAL CAIRN
 QB1198  PID         -  QB1198
 QB1198  STATE/COUNTY-  ID/WASHINGTON
 QB1198  USGS QUAD   -  STURGILL CREEK (1987)
 QB1198
 QB1198                         *CURRENT SURVEY CONTROL
 QB1198  ___________________________________________________________________
 QB1198* NAD 83(1992)-  44 41 00.07600(N)    117 00 34.57882(W)     ADJUSTED  
 QB1198* NAVD 88     -                                                        
 QB1198  ___________________________________________________________________
 QB1198  LAPLACE CORR-          11.31  (seconds)                    DEFLEC99
 QB1198  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 QB1198
 QB1198  HORZ ORDER  -  THIRD
 QB1198
 QB1198.The horizontal coordinates were established by classical geodetic methods
 QB1198.and adjusted by the National Geodetic Survey in July 1992..
 QB1198
 QB1198
 QB1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1198
 QB1198.The geoid height was determined by GEOID03.
 QB1198
 QB1198;                    North         East     Units Scale Factor Converg.
 QB1198;SPC ID W     -   335,891.996   700,145.172   MT  1.00005591   -0 53 08.9
 QB1198;SPC OR N     -   118,952.469 2,776,612.794   MT  0.99993024   +2 28 31.2
 QB1198;SPC OR N     -   390,264.01  9,109,622.03   iFT  0.99993024   +2 28 31.2
 QB1198;UTM  11      - 4,947,776.117   499,238.803   MT  0.99960001   -0 00 24.3
 QB1198
 QB1198                          SUPERSEDED SURVEY CONTROL
 QB1198
 QB1198  NAD 83(1991)-  44 41 00.07583(N)    117 00 34.57864(W) AD(       ) 4
 QB1198  NAD 83(1986)-  44 41 00.07580(N)    117 00 34.57817(W) AD(       ) 4
 QB1198  NAD 27      -  44 41 00.49540(N)    117 00 30.95853(W) AD(       ) 3
 QB1198
 QB1198.Superseded values are not recommended for survey control.
 QB1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1198.See file dsdata.txt to determine how the superseded data were derived.
 QB1198
 QB1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9923947776(NAD 83)
 QB1198
 QB1198  HISTORY     - Date     Condition        Report By
 QB1198  HISTORY     - 1945     MONUMENTED       CGS
 QB1198
 QB1198                          STATION DESCRIPTION
 QB1198
 QB1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB1198'SEE STATION CORRAL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0744 ***********************************************************************
 QZ0744  DESIGNATION -  CORRAL HILL
 QZ0744  PID         -  QZ0744
 QZ0744  STATE/COUNTY-  ID/IDAHO
 QZ0744  USGS QUAD   -  CORRAL HILL (1995)
 QZ0744
 QZ0744                         *CURRENT SURVEY CONTROL
 QZ0744  ___________________________________________________________________
 QZ0744* NAD 83(1992)-  45 57 51.23081(N)    115 49 22.47152(W)     ADJUSTED  
 QZ0744* NAVD 88     -      1820.3    (meters)    5972.     (feet)  VERTCON   
 QZ0744  ___________________________________________________________________
 QZ0744  LAPLACE CORR-           7.64  (seconds)                    DEFLEC99
 QZ0744  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 QZ0744
 QZ0744  HORZ ORDER  -  THIRD
 QZ0744
 QZ0744.The horizontal coordinates were established by classical geodetic methods
 QZ0744.and adjusted by the National Geodetic Survey in July 1992..
 QZ0744
 QZ0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0744
 QZ0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0744
 QZ0744.The geoid height was determined by GEOID03.
 QZ0744
 QZ0744;                    North         East     Units Scale Factor Converg.
 QZ0744;SPC ID W     -   477,467.365   794,348.986   MT  0.99993373   -0 03 08.7
 QZ0744;UTM  11      - 5,090,746.850   591,203.406   MT  0.99970226   +0 50 46.6
 QZ0744
 QZ0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0744!SPC ID W     -   0.99971720  x   0.99993373  =   0.99965095
 QZ0744!UTM  11      -   0.99971720  x   0.99970226  =   0.99941955
 QZ0744
 QZ0744|---------------------------------------------------------------------|
 QZ0744| PID    Reference Object                     Distance      Geod. Az  |
 QZ0744|                                                           dddmmss.s |
 QZ0744| CH7152 CORRAL HILL RM 2                      7.154 METERS 08553     |
 QZ0744| RA1235 HIGHCAMP 2                          APPROX.25.9 KM 2442842.0 |
 QZ0744| CH7151 CORRAL HILL RM 1                      7.626 METERS 35506     |
 QZ0744|---------------------------------------------------------------------|
 QZ0744
 QZ0744                          SUPERSEDED SURVEY CONTROL
 QZ0744
 QZ0744  NAD 83(1986)-  45 57 51.23330(N)    115 49 22.47031(W) AD(       ) 3
 QZ0744  NAD 27      -  45 57 51.61396(N)    115 49 18.95267(W) AD(       ) 3
 QZ0744  NGVD 29 (07/19/86) 1819.2    (m)         5968.     (f) VERT ANG       
 QZ0744
 QZ0744.Superseded values are not recommended for survey control.
 QZ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0744.See file dsdata.txt to determine how the superseded data were derived.
 QZ0744
 QZ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL9120390747(NAD 83)
 QZ0744_MARKER: DD = SURVEY DISK
 QZ0744_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QZ0744
 QZ0744  HISTORY     - Date     Condition        Report By
 QZ0744  HISTORY     - 1962     MONUMENTED       USGS
 QZ0744  HISTORY     - 1964     GOOD             USGS
 QZ0744
 QZ0744                          STATION DESCRIPTION
 QZ0744
 QZ0744'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 QZ0744'LOCATED ABOUT 7 MI ESE. OF HARPSTER, ABOUT 5 MI N. OF BIG BURN
 QZ0744'POINT, ABOUT 4 MI SE. OF CLEARWATER POST OFFICE.  ON HIGHEST PART
 QZ0744'OF CORRAL HILL.
 QZ0744'
 QZ0744'TO REACH FROM HARPSTER, DRIVE 1.7 MI N. ON STATE HWY. 13 TO T-RD.
 QZ0744'E.  DRIVE 3.6 MI E. TO T-RD. W. AT CLEARWATER AND SIGN
 QZ0744'OLD ELK CITY ROAD.  DRIVE 2.8 MI S. ON OLD ELK CITY RD. TO
 QZ0744'Y-RD.  TAKE LEFT RD. 2.8 MI TO T-RD. W., DRIVE 0.4 MI N. TO
 QZ0744'Y-RD.  TAKE RIGHT RD. UPHILL 3.7 MI TO Y-RD. AND SIGN
 QZ0744'CORRAL HILL LO.  TAKE LEFT RD. 0.7 MI TO CORRAL HILL LO AND
 QZ0744'STATION.
 QZ0744'
 QZ0744'STATION MARK--STANDARD TABLET STAMPED---CORRAL HILL 1962---, SET IN
 QZ0744'CONCRETE POST CENTERED UNDER LOT ABOUT 0.5 FT. ABOVE GROUND.
 QZ0744'
 QZ0744'RM 1--STANDARD RM TABLET STAMPED---NO 1 1962---, SET IN CONCRETE
 QZ0744'POST ABOUT 0.5 FT. ABOVE GROUND.
 QZ0744'
 QZ0744'RM 2--STANDARD RM TABLET STAMPED---NO 2 1962---, SET IN CONCRETE
 QZ0744'POST ABOUT 0.4 FT. ABOVE GROUND.
 QZ0744
 QZ0744                          STATION RECOVERY (1964)
 QZ0744
 QZ0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QZ0744'NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0964 ***********************************************************************
 OZ0964  DESIGNATION -  CORRALS
 OZ0964  PID         -  OZ0964
 OZ0964  STATE/COUNTY-  ID/CAMAS
 OZ0964  USGS QUAD   -  CORRAL (1986)
 OZ0964
 OZ0964                         *CURRENT SURVEY CONTROL
 OZ0964  ___________________________________________________________________
 OZ0964* NAD 83(1992)-  43 20 31.28958(N)    114 55 48.09996(W)     ADJUSTED  
 OZ0964* NAVD 88     -      1551.1    (meters)    5089.     (feet)  VERTCON   
 OZ0964  ___________________________________________________________________
 OZ0964  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 OZ0964  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 OZ0964
 OZ0964  HORZ ORDER  -  SECOND
 OZ0964
 OZ0964.The horizontal coordinates were established by classical geodetic methods
 OZ0964.and adjusted by the National Geodetic Survey in July 1992..
 OZ0964
 OZ0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0964
 OZ0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0964
 OZ0964.The geoid height was determined by GEOID03.
 OZ0964
 OZ0964;                    North         East     Units Scale Factor Converg.
 OZ0964;SPC ID C     -   186,514.264   424,590.394   MT  1.00001729   -0 38 18.1
 OZ0964;UTM  11      - 4,800,877.898   667,783.354   MT  0.99994630   +1 25 15.8
 OZ0964
 OZ0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0964!SPC ID C     -   0.99975906  x   1.00001729  =   0.99977635
 OZ0964!UTM  11      -   0.99975906  x   0.99994630  =   0.99970538
 OZ0964
 OZ0964|---------------------------------------------------------------------|
 OZ0964| PID    Reference Object                     Distance      Geod. Az  |
 OZ0964|                                                           dddmmss.s |
 OZ0964| CD4472 CORRALS RM 1                          8.191 METERS 00054     |
 OZ0964| CD4473 CORRALS RM 2                          8.933 METERS 17831     |
 OZ0964| OZ0995 CHIMNEY                             APPROX.12.4 KM 2940825.4 |
 OZ0964|---------------------------------------------------------------------|
 OZ0964
 OZ0964                          SUPERSEDED SURVEY CONTROL
 OZ0964
 OZ0964  NAD 83(1986)-  43 20 31.28836(N)    114 55 48.09692(W) AD(       ) 2
 OZ0964  NAD 27      -  43 20 31.65130(N)    114 55 44.85476(W) AD(       ) 2
 OZ0964  NGVD 29 (07/19/86) 1550.0    (m)         5085.     (f) VERT ANG       
 OZ0964
 OZ0964.Superseded values are not recommended for survey control.
 OZ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0964.See file dsdata.txt to determine how the superseded data were derived.
 OZ0964
 OZ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ6778300878(NAD 83)
 OZ0964_MARKER: DD = SURVEY DISK
 OZ0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0964_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OZ0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0964+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2006
 OZ0964
 OZ0964  HISTORY     - Date     Condition        Report By
 OZ0964  HISTORY     - 1970     MONUMENTED       USGS
 OZ0964  HISTORY     - 20060701 GOOD             INDIV
 OZ0964
 OZ0964                          STATION DESCRIPTION
 OZ0964
 OZ0964'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OZ0964'RM 1 TO RM 2 NOT MEASURED.
 OZ0964'
 OZ0964'LOCATED ABOUT 7.3 MI (AIRLINE) W. OF FAIRFIELD.  ABOUT 6.0 MI
 OZ0964'NE. OF HILL CITY.  0.75 MI E. OF CORRAL STORE.  165 FT S. OF THE
 OZ0964'CENTERLINE OF IDAHO STATE HIGHWAY 68.  30 FT E. OF THE CENTERLINE
 OZ0964'OF A GRAVEL RD.  1 FT W. OF A FENCE.  9 FT N. OF A METAL WITNESS
 OZ0964'POST.  8.5 FT S. OF A SECOND WITNESS POST.
 OZ0964'
 OZ0964'TO REACH FROM FAIRFIELD AT THE INTERSECTION OF THE MAIN STREET AND
 OZ0964'IDAHO STATE HIGHWAY 68 DRIVE W. ON IDAHO STATE HIGHWAY 68 FOR 7.3
 OZ0964'MI TO A X-RD.  (HOT SPRINGS RANCH RD.).  TURN LEFT (S.) FOR 165 FT
 OZ0964'TO STATION ON LEFT.
 OZ0964'
 OZ0964'STATION MARK--A STANDARD USGS TABLET STAMPED CORRALS 1970 SET
 OZ0964'IN A ROUND CONC. POST.
 OZ0964'
 OZ0964'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 OZ0964'STAMPED CORRALS NO 1 1970 SET IN A ROUND CONC. POST, LEVEL WITH
 OZ0964'STATION MARK.
 OZ0964'
 OZ0964'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 OZ0964'STAMPED CORRALS NO 2 1970 SET IN A ROUND CONC. POST, LEVEL WITH
 OZ0964'STATION MARK.
 OZ0964
 OZ0964                          STATION RECOVERY (2006)
 OZ0964
 OZ0964'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (GKW)
 OZ0964'SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0699 ***********************************************************************
 QZ0699  DESIGNATION -  COTTONTAIL
 QZ0699  PID         -  QZ0699
 QZ0699  STATE/COUNTY-  ID/IDAHO
 QZ0699  USGS QUAD   -  COTTONTAIL POINT (1995)
 QZ0699
 QZ0699                         *CURRENT SURVEY CONTROL
 QZ0699  ___________________________________________________________________
 QZ0699* NAD 83(1992)-  45 22 56.28767(N)    115 44 46.50434(W)     ADJUSTED  
 QZ0699* NAVD 88     -      2337.8    (meters)    7670.     (feet)  VERTCON   
 QZ0699  ___________________________________________________________________
 QZ0699  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 QZ0699  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 QZ0699
 QZ0699  HORZ ORDER  -  SECOND
 QZ0699
 QZ0699.The horizontal coordinates were established by classical geodetic methods
 QZ0699.and adjusted by the National Geodetic Survey in July 1992..
 QZ0699
 QZ0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0699
 QZ0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0699
 QZ0699.The geoid height was determined by GEOID03.
 QZ0699
 QZ0699;                    North         East     Units Scale Factor Converg.
 QZ0699;SPC ID W     -   412,790.677   800,293.589   MT  0.99993333   +0 00 09.6
 QZ0699;UTM  11      - 5,026,185.234   598,155.162   MT  0.99971846   +0 53 33.0
 QZ0699
 QZ0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0699!SPC ID W     -   0.99963597  x   0.99993333  =   0.99956932
 QZ0699!UTM  11      -   0.99963597  x   0.99971846  =   0.99935453
 QZ0699
 QZ0699:                Primary Azimuth Mark                     Grid Az
 QZ0699:SPC ID W     -  COTTONTAIL AZ MK                         090 56 59.3
 QZ0699:UTM  11      -  COTTONTAIL AZ MK                         090 03 35.9
 QZ0699
 QZ0699|---------------------------------------------------------------------|
 QZ0699| PID    Reference Object                     Distance      Geod. Az  |
 QZ0699|                                                           dddmmss.s |
 QZ0699| CH7153 COTTONTAIL AZ MK                                   0905708.9 |
 QZ0699| CH7155 COTTONTAIL RM 2                       8.169 METERS 14515     |
 QZ0699| QZ0701 COTTONTAIL LOOKOUT TOWER             17.345 METERS 23238     |
 QZ0699| CH7154 COTTONTAIL RM 1                       8.690 METERS 35517     |
 QZ0699|---------------------------------------------------------------------|
 QZ0699
 QZ0699                          SUPERSEDED SURVEY CONTROL
 QZ0699
 QZ0699  NAD 83(1986)-  45 22 56.28903(N)    115 44 46.50104(W) AD(       ) 2
 QZ0699  NAD 27      -  45 22 56.63034(N)    115 44 43.05035(W) AD(       ) 2
 QZ0699  NGVD 29 (07/19/86) 2336.4    (m)         7665.     (f) VERT ANG       
 QZ0699
 QZ0699.Superseded values are not recommended for survey control.
 QZ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0699.See file dsdata.txt to determine how the superseded data were derived.
 QZ0699
 QZ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL9815526185(NAD 83)
 QZ0699_MARKER: DD = SURVEY DISK
 QZ0699_SETTING: 80 = SET IN A BOULDER
 QZ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0699+STABILITY: SURFACE MOTION
 QZ0699
 QZ0699  HISTORY     - Date     Condition        Report By
 QZ0699  HISTORY     - 1945     MONUMENTED       CGS
 QZ0699  HISTORY     - 1947     GOOD             USGS
 QZ0699
 QZ0699                          STATION DESCRIPTION
 QZ0699
 QZ0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QZ0699'STATION IS LOCATED IN THE IDAHO NATIONAL FOREST, ABOUT 9 MILES
 QZ0699'NNW OF WARREN RANGER STATION, ABOUT 11 MILES NE OF BURGDORF POST
 QZ0699'OFFICE, AND ABOUT 4.5 MILES S OF THE SALMON RIVER.  IT IS AT A
 QZ0699'POINT LOCALLY KNOWN AS COTTONTAIL LOOKOUT.  IT IS 10 FEET
 QZ0699'N OF A POLE FENCE THAT ENCLOSES THE LOOKOUT TOWER.
 QZ0699'
 QZ0699'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER THAT
 QZ0699'IS FLUSH WITH THE GROUND SURFACE.  DISK IS STAMPED COTTONTAIL
 QZ0699'1945.
 QZ0699'
 QZ0699'REFERENCE MARK 1 IS 3 FEET LOWER THAN STATION ELEVATION.
 QZ0699'IT IS A BRONZE REFERENCE DISK SET IN A BOULDER THAT PROJECTS
 QZ0699'1 FOOT.  DISK IS STAMPED COTTONTAIL NO 1 1945.
 QZ0699'
 QZ0699'REFERENCE MARK 2 IS AT THE SAME ELEVATION AS THE STATION.
 QZ0699'IT IS A BRONZE REFERENCE DISK SET IN A BOULDER THAT PROJECTS
 QZ0699'3 INCHES.  IT IS 3 FEET E OF A POLE FENCE.  DISK IS STAMPED
 QZ0699'COTTONTAIL NO 2 1945.
 QZ0699'
 QZ0699'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE NW CORNER
 QZ0699'OF A LARGE BOULDER THAT IS SURROUNDED BY SEVERAL BOULDERS.
 QZ0699'TO REACH FROM THE STATION, FOLLOW THE TRAIL E DOWN INTO A
 QZ0699'SADDLE TO A FORK IN THE TRAIL (TRAIL RIGHT IS TOMATO CREEK
 QZ0699'TRAIL), FOLLOW THE LEFT FORK OF THE TRAIL FOR 200 YARDS TO THE
 QZ0699'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  DISK IS STAMPED
 QZ0699'COTTONTAIL 1945.
 QZ0699'
 QZ0699'TO REACH FROM BURGDORF POST OFFICE, GO SE FOR 2 MILES TO A
 QZ0699'Y-INTERSECTION (ROAD RIGHT GOES TO MC CALL), TAKE ROAD LEFT,
 QZ0699'TOWARDS WARREN, FOR 3 MILES TO A ROAD LEFT AND SIGN WAR EAGLE
 QZ0699'LO.  TAKE ROAD LEFT AND FOLLOW MAIN TRAVELED ROAD FOR 6.8 MILES
 QZ0699'TO WAR EAGLE LOOKOUT.  FROM HERE TAKE A NEW GRADED ROAD NE, AT
 QZ0699'SIGN COTTONTAIL LO, AND FOLLOW THIS ROAD 1 MILE TO ITS END.
 QZ0699'FROM HERE PICK UP WELL DEFINED TRAIL AND FOLLOW IT AND A
 QZ0699'TELEPHONE LINE FOR 7 MILES TO COTTONTAIL LOOKOUT TOWER AND THE
 QZ0699'STATION AS DESCRIBED.
 QZ0699
 QZ0699                          STATION RECOVERY (1947)
 QZ0699
 QZ0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 QZ0699'NOTE BY USGS, 1947--ALL MARKS FOUND AS DESCRIBED.
 QZ0699'
 QZ0699'STATION MARK--A BRONZE STATION DISK SET IN A BOULDER THAT IS FLUSH
 QZ0699'WITH THE GROUND SURFACE.  DISK IS STAMPED---COTTONTAIL 1945---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0701 ***********************************************************************
 QZ0701  DESIGNATION -  COTTONTAIL LOOKOUT TOWER
 QZ0701  PID         -  QZ0701
 QZ0701  STATE/COUNTY-  ID/IDAHO
 QZ0701  USGS QUAD   -  COTTONTAIL POINT (1995)
 QZ0701
 QZ0701                         *CURRENT SURVEY CONTROL
 QZ0701  ___________________________________________________________________
 QZ0701* NAD 83(1992)-  45 22 55.94671(N)    115 44 47.13801(W)     ADJUSTED  
 QZ0701* NAVD 88     -                                                        
 QZ0701  ___________________________________________________________________
 QZ0701  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 QZ0701  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 QZ0701
 QZ0701  HORZ ORDER  -  THIRD
 QZ0701
 QZ0701.The horizontal coordinates were established by classical geodetic methods
 QZ0701.and adjusted by the National Geodetic Survey in July 1992..
 QZ0701
 QZ0701
 QZ0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0701
 QZ0701.The geoid height was determined by GEOID03.
 QZ0701
 QZ0701;                    North         East     Units Scale Factor Converg.
 QZ0701;SPC ID W     -   412,780.151   800,279.804   MT  0.99993333   +0 00 09.2
 QZ0701;UTM  11      - 5,026,174.497   598,141.545   MT  0.99971842   +0 53 32.5
 QZ0701
 QZ0701                          SUPERSEDED SURVEY CONTROL
 QZ0701
 QZ0701  NAD 83(1986)-  45 22 55.94808(N)    115 44 47.13470(W) AD(       ) 4
 QZ0701  NAD 27      -  45 22 56.28939(N)    115 44 43.68402(W) AD(       ) 3
 QZ0701
 QZ0701.Superseded values are not recommended for survey control.
 QZ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0701.See file dsdata.txt to determine how the superseded data were derived.
 QZ0701
 QZ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL9814226174(NAD 83)
 QZ0701
 QZ0701  HISTORY     - Date     Condition        Report By
 QZ0701  HISTORY     - 1945     MONUMENTED       CGS
 QZ0701
 QZ0701                          STATION DESCRIPTION
 QZ0701
 QZ0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QZ0701'STATION IS THE CENTER OF THE COTTONTAIL LOOKOUT TOWER LOCATED
 QZ0701'IN THE IDAHO NATIONAL FOREST, ON THE N POINT OF A LONG RIDGE.
 QZ0701'IT IS ABOUT 9 MILES NNW OF WARREN RANGER STATION, 11 MILES
 QZ0701'NE OF BURGDORF POST OFFICE, AND ABOUT 4.5 MILES S OF THE SALMON
 QZ0701'RIVER.
 QZ0701'
 QZ0701'THE LOOKOUT IS A 10- BY 10-FOOT BUILDING SUPPORTED BY A FOUR-LEGGED
 QZ0701'STEEL STRUCTURE.  THE OVER-ALL HEIGHT IS ABOUT 90 FEET AND
 QZ0701'THE POINT OBSERVED UPON WAS THE CENTER OF THE BASE.
 QZ0701'
 QZ0701'THE STATION WAS LOCATED BY TRAVERSE AND DIRECTION FROM STATION
 QZ0701'COTTONTAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1055 ***********************************************************************
 NV1055  DESIGNATION -  COTTONWOOD
 NV1055  PID         -  NV1055
 NV1055  STATE/COUNTY-  ID/TWIN FALLS
 NV1055  USGS QUAD   -  MC MULLEN BASIN (1992)
 NV1055
 NV1055                         *CURRENT SURVEY CONTROL
 NV1055  ___________________________________________________________________
 NV1055* NAD 83(1992)-  42 17 48.44739(N)    114 27 56.24704(W)     ADJUSTED  
 NV1055* NAVD 88     -      1824.6    (meters)    5986.     (feet)  VERTCON   
 NV1055  ___________________________________________________________________
 NV1055  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 NV1055  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 NV1055
 NV1055  HORZ ORDER  -  FIRST
 NV1055
 NV1055.The horizontal coordinates were established by classical geodetic methods
 NV1055.and adjusted by the National Geodetic Survey in July 1992..
 NV1055
 NV1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1055
 NV1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1055
 NV1055.The geoid height was determined by GEOID03.
 NV1055
 NV1055;                    North         East     Units Scale Factor Converg.
 NV1055;SPC ID C     -    70,091.060   461,604.442   MT  0.99996550   -0 18 48.1
 NV1055;UTM  11      - 4,685,840.029   708,919.371   MT  1.00013707   +1 42 22.2
 NV1055
 NV1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1055!SPC ID C     -   0.99971629  x   0.99996550  =   0.99968180
 NV1055!UTM  11      -   0.99971629  x   1.00013707  =   0.99985332
 NV1055
 NV1055|---------------------------------------------------------------------|
 NV1055| PID    Reference Object                     Distance      Geod. Az  |
 NV1055|                                                           dddmmss.s |
 NV1055| CD4919 COTTONWOOD RM 1                      10.153 METERS 04521     |
 NV1055| NV1060 AMSTERDAM GRAIN ELEVATOR            APPROX. 9.8 KM 2692207.9 |
 NV1055| CD4920 COTTONWOOD RM 2                      13.131 METERS 27519     |
 NV1055| NV1061 HOLLISTER GRAIN ELEVATOR            APPROX.11.3 KM 3023012.6 |
 NV1055| CD4474 COTTONWOOD AZ MK                                   3564228.6 |
 NV1055|---------------------------------------------------------------------|
 NV1055
 NV1055                          SUPERSEDED SURVEY CONTROL
 NV1055
 NV1055  NAD 83(1986)-  42 17 48.44599(N)    114 27 56.24525(W) AD(       ) 1
 NV1055  NAD 27      -  42 17 48.76400(N)    114 27 53.12300(W) AD(       ) 1
 NV1055  NGVD 29 (07/19/86) 1823.5    (m)         5983.     (f) VERT ANG       
 NV1055
 NV1055.Superseded values are not recommended for survey control.
 NV1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1055.See file dsdata.txt to determine how the superseded data were derived.
 NV1055
 NV1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG0891985840(NAD 83)
 NV1055_MARKER: DS = TRIANGULATION STATION DISK
 NV1055_SETTING: 66 = SET IN ROCK OUTCROP
 NV1055_SP_SET: SET IN A ROCK LEDGE
 NV1055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1055+STABILITY: POSITION/ELEVATION WELL
 NV1055
 NV1055  HISTORY     - Date     Condition        Report By
 NV1055  HISTORY     - 1947     MONUMENTED       CGS
 NV1055  HISTORY     - 1964     GOOD             USGS
 NV1055
 NV1055                          STATION DESCRIPTION
 NV1055
 NV1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1055'STATION IS ON THE HIGHEST AND WESTERNMOST POINT OF THE MOUNTAINS
 NV1055'WHICH LIE AT THE HEADWATERS OF COTTONWOOD CREEK.  THERE IS
 NV1055'A POINT OF MOUNTAIN ABOUT 0.1 MILE TO THE N.E. THAT IS NEARLY
 NV1055'THE SAME ELEVATION.
 NV1055'
 NV1055'STATION IS NEAR THE N. END OR SIDE OF THE MOUNTAIN, JUST BEFORE
 NV1055'THE MOUNTAIN STARTS TO SLOPE.  IT IS A STANDARD DISK SET IN
 NV1055'OUTCROPPING BEDROCK, NOTE 4.  IT IS STAMPED COTTONWOOD 1947.
 NV1055'
 NV1055'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A BOULDER THE
 NV1055'SAME LEVEL AS STATION AND STAMPED COTTONWOOD NO 1 1947.
 NV1055'BOULDER IS 1 X 1-1/2 FEET AND PROJECTS ABOUT 2 FEET.
 NV1055'
 NV1055'REFERENCE MARK NO. 2 IS SET IN BEDROCK AND PROJECTS ABOUT
 NV1055'4 IN, IS THE SAME LEVEL AS STATION.  IT IS STAMPED COTTONWOOD
 NV1055'NO 2 1947.
 NV1055'
 NV1055'AZIMUTH MARK IS SET IN A BOULDER AND PROJECTS ABOUT 12 IN.
 NV1055'IT IS ON THE S. AND W. EDGE OF A SMALL KNOLL ABOUT 0.3 MILE N.
 NV1055'OF STATION.  IS STAMPED COTTONWOOD 1947.
 NV1055'
 NV1055'TO REACH FROM ROGERSON GO N. ON U.S. 93 FOR ABOUT 9.3 MILES
 NV1055'TO A SIDE ROAD RIGHT.  THIS ROAD IS ABOUT 0.6 MILE S. OF THE
 NV1055'CROSSROADS IN HOLLISTER, TURN RIGHT AND GO E. ON SIDE ROAD FOR
 NV1055'3.0 MILES TO CROSSROAD, TURN RIGHT AND GO 0.7 MILES TO DIM
 NV1055'TRACK ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO T ROAD
 NV1055'INTERSECTION, TURN LEFT AND GO 0.7 MILE TO FORKS, KEEP RIGHT AND
 NV1055'GO 3.1 MILE TO WIRE GATE AND THE BIRD SANCTUARY
 NV1055'BOUNDARY, PASS THROUGH AND CONTINUE FOR ABOUT 0.5 MILE TO
 NV1055'CREST AND THEN BEAR RIGHT THROUGH SAGE BRUSH FOR 0.1 MILE TO
 NV1055'AZIMUTH MARK AS DESCRIBED, CONTINUE STRAIGHT AHEAD FOR 0.4
 NV1055'MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 NV1055
 NV1055                          STATION RECOVERY (1964)
 NV1055
 NV1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NV1055'RECOVERED AS DESCRIBED BY NGS.  RMS AGREE WITH NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0618 ***********************************************************************
 QZ0618  DESIGNATION -  COTTONWOOD
 QZ0618  PID         -  QZ0618
 QZ0618  STATE/COUNTY-  ID/IDAHO
 QZ0618  USGS QUAD   -  COTTONWOOD BUTTE (1977)
 QZ0618
 QZ0618                         *CURRENT SURVEY CONTROL
 QZ0618  ___________________________________________________________________
 QZ0618* NAD 83(1992)-  45 17 18.78644(N)    114 47 36.39778(W)     ADJUSTED  
 QZ0618* NAVD 88     -      2852.     (meters)    9357.     (feet)  SCALED    
 QZ0618  ___________________________________________________________________
 QZ0618  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 QZ0618  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 QZ0618
 QZ0618  HORZ ORDER  -  FIRST
 QZ0618
 QZ0618.The horizontal coordinates were established by classical geodetic methods
 QZ0618.and adjusted by the National Geodetic Survey in July 1992..
 QZ0618
 QZ0618.The orthometric height was scaled from a topographic map.
 QZ0618
 QZ0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0618
 QZ0618.The geoid height was determined by GEOID03.
 QZ0618
 QZ0618;                    North         East     Units Scale Factor Converg.
 QZ0618;SPC ID W     -   402,817.266   875,036.873   MT  1.00000254   +0 40 47.3
 QZ0618;SPC ID C     -   402,684.040   437,757.564   MT  0.99999498   -0 33 50.0
 QZ0618;UTM  11      - 5,017,374.112   673,034.890   MT  0.99996815   +1 34 06.6
 QZ0618
 QZ0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0618!SPC ID W     -   0.99955528  x   1.00000254  =   0.99955782
 QZ0618!SPC ID C     -   0.99955528  x   0.99999498  =   0.99955026
 QZ0618!UTM  11      -   0.99955528  x   0.99996815  =   0.99952345
 QZ0618
 QZ0618|---------------------------------------------------------------------|
 QZ0618| PID    Reference Object                     Distance      Geod. Az  |
 QZ0618|                                                           dddmmss.s |
 QZ0618| CH7158 COTTONWOOD RM 2                       7.163 METERS 02154     |
 QZ0618| QZ0581 LONG TOM LOOKOUT                    APPROX.23.8 KM 0704000.0 |
 QZ0618| CH7694 BM                                    8.077 METERS 09340     |
 QZ0618| QZ0619 COTTONWOOD LOOKOUT                    9.570 METERS 11726     |
 QZ0618| CH7157 COTTONWOOD RM 1                      19.355 METERS 25014     |
 QZ0618| QZ0639 MT HARRINGTON LOOKOUT TENT          APPROX.29.6 KM 3390111.3 |
 QZ0618| QZ0641 BURNT KNOB LOOKOUT                  APPROX.48.6 KM 3413114.7 |
 QZ0618| QZ0650 BOX CAR MOUNTAIN                    APPROX.74.3 KM 3502321.4 |
 QZ0618| CH7156 COTTONWOOD AZ MK                                   3521140.2 |
 QZ0618|---------------------------------------------------------------------|
 QZ0618
 QZ0618                          SUPERSEDED SURVEY CONTROL
 QZ0618
 QZ0618  NAD 83(1986)-  45 17 18.78749(N)    114 47 36.39145(W) AD(       ) 1
 QZ0618  NAD 27      -  45 17 19.09400(N)    114 47 33.03900(W) AD(       ) 1
 QZ0618
 QZ0618.Superseded values are not recommended for survey control.
 QZ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0618.See file dsdata.txt to determine how the superseded data were derived.
 QZ0618
 QZ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL7303517374(NAD 83)
 QZ0618_MARKER: DS = TRIANGULATION STATION DISK
 QZ0618_SETTING: 80 = SET IN A BOULDER
 QZ0618_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QZ0618
 QZ0618  HISTORY     - Date     Condition        Report By
 QZ0618  HISTORY     - 1935     MONUMENTED       CGS
 QZ0618  HISTORY     - 1945     GOOD             CGS
 QZ0618  HISTORY     - 1946     GOOD             CGS
 QZ0618  HISTORY     - 1961     GOOD             USGS
 QZ0618  HISTORY     - 1974     GOOD             USGS
 QZ0618
 QZ0618                          STATION DESCRIPTION
 QZ0618
 QZ0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 QZ0618'STATION IS ON COTTONWOOD BUTTE, WHICH IS THE SW PEAK OF THREE
 QZ0618'AND THE S PEAK OF TWO OF APPROXIMATELY THE SAME HEIGHT, THE N
 QZ0618'PEAK BEING ABOUT 10 FEET HIGHER THAN THE STATION.  U.S.G.S.
 QZ0618'STATION BEND IS LOCATED ON THE AFOREMENTIONED PEAK.  STATION
 QZ0618'IS 9.570 METERS A LITTLE N OF W FROM THE LOOKOUT HOUSE ON THE
 QZ0618'PEAK AND IS ABOUT THREE FEET LOWER THAN THE HIGHEST POINT
 QZ0618'OF THE HILL WHICH IS OCCUPIED BY THE LOOKOUT HOUSE.  A BRONZE
 QZ0618'STATION DISK IN A BOULDER.
 QZ0618'
 QZ0618'U.S.G.S. STATION IS LOST, HAVING BEEN MOVED TO MAKE ROOM FOR
 QZ0618'THE LOOKOUT HOUSE.
 QZ0618'
 QZ0618'REFERENCE MARKS 1 AND 2 ARE BRONZE REFERENCE DISKS IN BOULDERS.
 QZ0618'
 QZ0618'STATION WAS REACHED FROM SALMON MOUNTAIN VIA THE BRIDGE
 QZ0618'ACROSS THE SALMON RIVER AT HORSE CREEK, BUT CAN BE REACHED
 QZ0618'EITHER VIA THE LANDING FIELD AT COLD MEADOWS RANGER STATION,
 QZ0618'THENCE ABOUT 13 MILES BY TRAIL, OR BY ROAD TO BIG CREEK RANGER
 QZ0618'STATION, THENCE TO THE END OF THE ROAD AT SMITH CREEK, ABOUT
 QZ0618'2 MILES PAST THE RANGER STATION, THENCE 30 MILES BY TRAIL TO
 QZ0618'COLD MEADOWS, THENCE 13 MILES BY TRAIL TO THE STATION.  (ROAD
 QZ0618'FROM BIG CREEK HEADQUARTERS IS UNDER CONSTRUCTION.  AT A LATER
 QZ0618'DATE IT MAY BE POSSIBLE TO DRIVE CLOSER TO COLD MEADOWS.)
 QZ0618'
 QZ0618'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 QZ0618
 QZ0618                          STATION RECOVERY (1945)
 QZ0618
 QZ0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0618'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE 1935
 QZ0618'AZIMUTH MARK COULD NOT BE LOCATED AND DISCREPANCIES WERE
 QZ0618'FOUND IN THE REFERENCE MARK DISTANCES.  A NEW AZIMUTH MARK
 QZ0618'WAS ESTABLISHED BY THIS PARTY.  COMPLETE DESCRIPTION FOLLOWS--
 QZ0618'
 QZ0618'THE STATION IS AT THE BOUNDARY LINE OF THE IDAHO AND SALMON
 QZ0618'NATIONAL FORESTS, 8 MILES S BY W OF THE PACK BRIDGE ACROSS
 QZ0618'THE SALMON RIVER AT HORSE CREEK, AND 7-1/2 MILES E OF THE COLD
 QZ0618'MEADOW RANGER STATION, ON THE SUMMIT OF COTTONWOOD BUTTE.
 QZ0618'IT IS 22 FEET W OF THE W SIDE OF THE OLD COTTONWOOD BUTTE
 QZ0618'LOOKOUT HOUSE AND IS MARKED AS DESCRIBED IT IS
 QZ0618'STAMPED COTTONWOOD 1935 AND IS FLUSH WITH THE SURFACE OF THE
 QZ0618'GROUND.
 QZ0618'
 QZ0618'REFERENCE MARK 1, IS SOUTHWEST OF THE STATION AND 12 FEET
 QZ0618'LOWER.  IT IS STAMPED COTTONWOOD NO 1 1935 AND IS FLUSH WITH THE
 QZ0618'SURFACE OF THE GROUND.
 QZ0618'
 QZ0618'REFERENCE MARK 2, IS NORTH OF THE STATION AND ABOUT 1
 QZ0618'FOOT LOWER.  IT IS STAMPED COTTONWOOD NO 2 1935 AND IS FLUSH
 QZ0618'WITH THE SURFACE OF THE GROUND.
 QZ0618'
 QZ0618'THE NEW AZIMUTH MARK, IS ABOUT 1/2 MILE NORTH OF THE
 QZ0618'STATION, IN THE SADDLE JUST AS THE TRAIL STARTS UP COTTONWOOD
 QZ0618'BUTTE, 20 YARDS E OF THE TRAIL, IN A LARGE GROUP OF BOULDERS.
 QZ0618'IT IS STAMPED COTTONWOOD 1945 AND PROJECTS 18 INCHES.
 QZ0618'
 QZ0618'TO REACH THE STATION FROM NORTH FORK, GO W ON THE ROAD DOWN
 QZ0618'THE SALMON RIVER FOR 45.5 MILES TO THE END OF THE ROAD.  CONTINUE
 QZ0618'W ON THE TRAIL DOWN THE N SIDE OF THE SALMON RIVER FOR 4
 QZ0618'MILES TO THE HORSE CREEK PACK BRIDGE, CROSS THE BRIDGE, TAKE
 QZ0618'THE LEFT TRAIL FORK AND GO ABOUT 200 YARDS TO THE SALMON RIVER
 QZ0618'PACK BRIDGE.  CROSS THE SALMON RIVER AND FOLLOW THE ONLY
 QZ0618'TRAIL UP THE RIDGE FOR ABOUT 4 HOURS TO A FORKS AT A WATER
 QZ0618'TROUGH.  TAKE THE RIGHT FORK AND GO ABOUT 1 MILE CROSSING
 QZ0618'THE BUTTS POINT LANDING FIELD TO ANOTHER FORKS AT THE E EDGE
 QZ0618'OF THE CLEARING.  TAKE THE RIGHT FORK AND GO ABOUT 1/4 MILE TO
 QZ0618'ANOTHER FORKS.  AGAIN TAKE THE RIGHT FORK AS PER SIGN
 QZ0618'COTTONWOOD L.O. AND GO FOR ABOUT 2-1/2 HOURS TO A FORKS ABOUT
 QZ0618'350 YARDS N OF THE COTTONWOOD BUTTE LOOKOUT HOUSE.  TAKE
 QZ0618'THE LEFT FORK AND FOLLOW IT TO THE SUMMIT OF THE BUTTE AND THE
 QZ0618'STATION.  THE AZIMUTH MARK IS IN THE SADDLE JUST BEFORE STARTING
 QZ0618'UP THE BUTTE.
 QZ0618
 QZ0618                          STATION RECOVERY (1946)
 QZ0618
 QZ0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0618'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  STATION
 QZ0618'WAS VISITED BY A LIGHTKEEPER ONLY, AND NO DISTANCES OR DIRECTIONS
 QZ0618'WERE MEASURED.
 QZ0618'
 QZ0618'STATION WAS RECOVERED BY J.C. TRIBBLE IN 1945 AND THE INSTRUMENT
 QZ0618'STAND (BUILT AT THAT TIME) WAS STILL INTACT OVER THE STATION
 QZ0618'MARK.
 QZ0618
 QZ0618                          STATION RECOVERY (1961)
 QZ0618
 QZ0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QZ0618'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 QZ0618'STATION REACHED BY HELICOPTER.
 QZ0618
 QZ0618                          STATION RECOVERY (1974)
 QZ0618
 QZ0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0618'ALL MARKS IN GOOD CONDITION.  LOH ON THIS TOP
 QZ0618'HAS BEEN DESTROYED BY USFS.  STATION REACHED BY HELICOPTER.
 QZ0618'
 QZ0618'STATION MARK--A STANDARD DISK TRIANGULATION STATION MARK WEDGED IN A
 QZ0618'DRILL HOLE IN A BOULDER, IT IS STAMPED---COTTONWOOD 1935---, AND IS
 QZ0618'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1379 ***********************************************************************
 RA1379  DESIGNATION -  COTTONWOOD
 RA1379  PID         -  RA1379
 RA1379  STATE/COUNTY-  ID/IDAHO
 RA1379  USGS QUAD   -  RATTLESNAKE RIDGE (1963)
 RA1379
 RA1379                         *CURRENT SURVEY CONTROL
 RA1379  ___________________________________________________________________
 RA1379* NAD 83(1992)-  45 55 06.67926(N)    116 39 42.12387(W)     ADJUSTED  
 RA1379* NAVD 88     -      1410.7    (meters)    4628.     (feet)  VERTCON   
 RA1379  ___________________________________________________________________
 RA1379  LAPLACE CORR-          10.44  (seconds)                    DEFLEC99
 RA1379  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 RA1379
 RA1379  HORZ ORDER  -  SECOND
 RA1379
 RA1379.The horizontal coordinates were established by classical geodetic methods
 RA1379.and adjusted by the National Geodetic Survey in July 1992..
 RA1379
 RA1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1379
 RA1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1379
 RA1379.The geoid height was determined by GEOID03.
 RA1379
 RA1379;                    North         East     Units Scale Factor Converg.
 RA1379;SPC ID W     -   472,788.795   729,277.843   MT  0.99999480   -0 39 17.8
 RA1379;SPC OR N     -   257,310.252 2,797,645.551   MT  0.99998030   +2 43 19.4
 RA1379;SPC OR N     -   844,193.74  9,178,627.14   iFT  0.99998030   +2 43 19.4
 RA1379;SPC WA S     -    72,287.282   797,640.488   MT  0.99998178   +2 47 17.2
 RA1379;SPC WA S     -   237,162.52  2,616,925.50   sFT  0.99998178   +2 47 17.2
 RA1379;UTM  11      - 5,085,050.429   526,233.687   MT  0.99960846   +0 14 34.9
 RA1379
 RA1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1379!SPC ID W     -   0.99978150  x   0.99999480  =   0.99977631
 RA1379!SPC OR N     -   0.99978150  x   0.99998030  =   0.99976181
 RA1379!SPC WA S     -   0.99978150  x   0.99998178  =   0.99976329
 RA1379!UTM  11      -   0.99978150  x   0.99960846  =   0.99939005
 RA1379
 RA1379|---------------------------------------------------------------------|
 RA1379| PID    Reference Object                     Distance      Geod. Az  |
 RA1379|                                                           dddmmss.s |
 RA1379| CH7160 COTTONWOOD RM 1                      10.188 METERS 02257     |
 RA1379| CH7161 COTTONWOOD RM 2                      13.224 METERS 11125     |
 RA1379| CH7159 COTTONWOOD AZ MK                                   1454444.4 |
 RA1379|---------------------------------------------------------------------|
 RA1379
 RA1379                          SUPERSEDED SURVEY CONTROL
 RA1379
 RA1379  NAD 83(1991)-  45 55 06.67937(N)    116 39 42.12224(W) AD(       ) 2
 RA1379  NAD 83(1986)-  45 55 06.68074(N)    116 39 42.12204(W) AD(       ) 2
 RA1379  NAD 27      -  45 55 07.12396(N)    116 39 38.59812(W) AD(       ) 2
 RA1379  NGVD 29 (07/19/86) 1409.5    (m)         4624.     (f) VERT ANG       
 RA1379
 RA1379.Superseded values are not recommended for survey control.
 RA1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1379.See file dsdata.txt to determine how the superseded data were derived.
 RA1379
 RA1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2623485050(NAD 83)
 RA1379_MARKER: Z = SEE DESCRIPTION
 RA1379_SETTING: 0 = UNSPECIFIED SETTING
 RA1379
 RA1379  HISTORY     - Date     Condition        Report By
 RA1379  HISTORY     - 1945     MONUMENTED       CGS
 RA1379
 RA1379                          STATION DESCRIPTION
 RA1379
 RA1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1379'THE STATION IS LOCATED ON RATTLESNAKE RIDGE BETWEEN FLYNN AND
 RA1379'COTTONWOOD CREEKS, ABOUT 6 MILES W OF BOLES POST OFFICE, 3 MILES
 RA1379'E OF SNAKE RIVER, 3 MILES S OF A HIGHER ROUNDED KNOLL ON THE
 RA1379'SAME RIDGE, AND 0.1 MILE N OF THE OLD CAMP THOMAS WHICH WAS USED
 RA1379'BY THE ARMY DURING THE NEZ PERCE WAR.
 RA1379'
 RA1379'THE STATION IS MARKED BY A BRONZE DISK STAMPED COTTONWOOD 1945
 RA1379'WELDED TO THE TOP OF A 3-INCH CAST-IRON PIPE.  THE MARK PROJECTS
 RA1379'4 INCHES ABOVE THE GROUND AND THE PIPE IS SET IN CONCRETE.
 RA1379'
 RA1379'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED COTTONWOOD
 RA1379'NO 1 1945 AND SET IN A DRILL HOLE IN A BURIED BOULDER 1 FOOT
 RA1379'SQUARE AT THE SURFACE.  IT IS FLUSH WITH THE GROUND AND IS ABOUT
 RA1379'THE SAME ELEVATION AS THE STATION.
 RA1379'
 RA1379'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED COTTONWOOD
 RA1379'NO 2 1945 AND SET IN A DRILL HOLE IN A BURIED BOULDER.  IT
 RA1379'PROJECTS 3 INCHES ABOVE THE GROUND AND IS 1 FOOT LOWER THAN THE
 RA1379'STATION.
 RA1379'
 RA1379'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED COTTONWOOD 1945
 RA1379'AND SET IN A DRILL HOLE IN A BOULDER PROJECTING 3 INCHES ABOVE
 RA1379'THE GROUND.  IT IS 40 FEET E OF THE ROAD AND ABOUT 20 YARDS N
 RA1379'OF THE N EDGE OF THE TIMBER.
 RA1379'
 RA1379'THE STATION IS REACHED FROM THE BOLES POST OFFICE, WHICH IS
 RA1379'28.4 MILES SSW OF COTTONWOOD BY ROAD, BY GOING W FOR 2.9 MILES TO
 RA1379'A SCHOOLHOUSE.  CONTINUE ON ROAD FOR 0.3 MILE TO ROAD FORKS.  TAKE
 RA1379'LEFT FORK AND GO 0.1 MILE TO ROAD FORKS.  TAKE RIGHT FORK AND GO
 RA1379'2.3 MILES TO THE VERN HECKMAN CABIN AND BARN AT THE FOOT OF A
 RA1379'SMALL HILL.  CONTINUE S ON TRACK ROAD FOR 0.2 MILE TO A SHACK ON
 RA1379'THE RIGHT SIDE OF THE ROAD.  CONTINUE ON ROAD FOR 1.0 MILE TO
 RA1379'FENCE CORNER ON LEFT SIDE OF ROAD.  CONTINUE N ON TRACK ROAD
 RA1379'FOR 1.0 MILE TO EDGE OF TIMBER.  CONTINUE ON TRACK THROUGH
 RA1379'TIMBER AND DOWN HILL FOR 0.3 MILE TO SADDLE AND N EDGE OF
 RA1379'TIMBER.  CONTINUE ON ROAD ALONG TOP OF RIDGE FOR 0.2 MILE TO
 RA1379'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0741 ***********************************************************************
 PZ0741  DESIGNATION -  COTTONWOOD
 PZ0741  PID         -  PZ0741
 PZ0741  STATE/COUNTY-  ID/LEMHI
 PZ0741  USGS QUAD   -  COTTONWOOD CREEK (1987)
 PZ0741
 PZ0741                         *CURRENT SURVEY CONTROL
 PZ0741  ___________________________________________________________________
 PZ0741* NAD 83(1992)-  44 28 14.95835(N)    113 00 21.58435(W)     ADJUSTED  
 PZ0741* NAVD 88     -      3361.8    (meters)   11030.     (feet)  VERTCON   
 PZ0741  ___________________________________________________________________
 PZ0741  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 PZ0741  GEOID HEIGHT-         -10.45  (meters)                     GEOID03
 PZ0741
 PZ0741  HORZ ORDER  -  THIRD
 PZ0741
 PZ0741.The horizontal coordinates were established by classical geodetic methods
 PZ0741.and adjusted by the National Geodetic Survey in July 1992..
 PZ0741
 PZ0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0741
 PZ0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0741
 PZ0741.The geoid height was determined by GEOID03.
 PZ0741
 PZ0741;                    North         East     Units Scale Factor Converg.
 PZ0741;SPC ID C     -   311,989.294   579,088.064   MT  1.00002426   +0 41 47.0
 PZ0741;UTM  12      - 4,926,125.214   340,447.692   MT  0.99991307   -1 24 20.1
 PZ0741
 PZ0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0741!SPC ID C     -   0.99947480  x   1.00002426  =   0.99949905
 PZ0741!UTM  12      -   0.99947480  x   0.99991307  =   0.99938792
 PZ0741
 PZ0741|---------------------------------------------------------------------|
 PZ0741| PID    Reference Object                     Distance      Geod. Az  |
 PZ0741|                                                           dddmmss.s |
 PZ0741| CN4168 COTTONWOOD RM 2                       5.294 METERS 13706     |
 PZ0741| PZ0740 JUMP                                APPROX. 3.6 KM 1911515.9 |
 PZ0741| CN4167 BOUNDARY POST 564.384 M ID MT         2.783 METERS 22758     |
 PZ0741|---------------------------------------------------------------------|
 PZ0741
 PZ0741                          SUPERSEDED SURVEY CONTROL
 PZ0741
 PZ0741  NAD 83(1986)-  44 28 14.95550(N)    113 00 21.57878(W) AD(       ) 3
 PZ0741  NAD 27      -  44 28 15.26672(N)    113 00 18.54426(W) AD(       ) 3
 PZ0741  NGVD 29 (07/19/86) 3360.1    (m)        11024.     (f) VERT ANG       
 PZ0741
 PZ0741.Superseded values are not recommended for survey control.
 PZ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0741.See file dsdata.txt to determine how the superseded data were derived.
 PZ0741
 PZ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ4044826125(NAD 83)
 PZ0741_MARKER: DD = SURVEY DISK
 PZ0741_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0741
 PZ0741  HISTORY     - Date     Condition        Report By
 PZ0741  HISTORY     - 1912     MONUMENTED       USGS
 PZ0741  HISTORY     - 1915     GOOD             USGS
 PZ0741  HISTORY     - 1956     GOOD             USGS
 PZ0741
 PZ0741                          STATION DESCRIPTION
 PZ0741
 PZ0741'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 PZ0741'LOCATED ABOUT 22.5 MI. SE. OF LEADORE, IDAHO, AND ABOUT 23.5 MI. SW.
 PZ0741'OF LIMA, MONTANA, ON THE IDAHO-MONTANA BORDER.  IT IS ABOUT 2 MI. N.
 PZ0741'OF INTERSECTED STATION --18 MILE PEAK-- BY USGS, 1912-1915.
 PZ0741'
 PZ0741'TO REACH FROM LEADORE P.O., DRIVE S. ON STATE HIGHWAY 28 FOR 8.2 MI.
 PZ0741'TO RD. FORKS AND SIGN --SKELTON RANCH EIGHTEEN MILE CREEK--, TAKE LEFT
 PZ0741'FORK 0.6 MI. TO TOP OF HILL AND RD. FORKS, TAKE RIGHT FORK 2.7 MI. TO
 PZ0741'RD. FORKS, TAKE LEFT FOR 4.1 MI. TO RD. FORKS AND SIGN --CHAMBERLAIN
 PZ0741'CREEK--, TAKE LEFT FORK 4.8 MI. TO DOUBLE-FENCE LINE, FOLLOW FENCE
 PZ0741'LINE TO E. ON TRACK RD. 1.9 MI. TO SMALL HOUSE, TAKE VERY DIM TRACK
 PZ0741'RD. TO LEFT ACROSS SMALL DRAIN AND FOLLOW RD. ABOUT 1.0 MI. UP DRAIN.
 PZ0741'LEAVE RD. TO LEFT (N.) AND CLIMB TO RIDGE LINE, FOLLOW RIDGE LINE E.
 PZ0741'TO THE IDAHO-MONTANA BORDER (CONTINENTAL DIVIDE), THENCE S. ALONG THE
 PZ0741'DIVIDE TO THE HIGHEST, DARK-COLORED TOP AND STATION.  (THIS IS A
 PZ0741'DIFFICULT FOUR-WHEEL DRIVE ROUTE.)
 PZ0741'
 PZ0741'STATION MARK--STANDARD TABLET, NOT STAMPED, CEMENTED IN PLACED ROCK
 PZ0741'BY USGS, 1912, 1915, APPARENTLY INTENDED FOR STATION --18 MILE PEAK--.
 PZ0741'
 PZ0741'REFERENCE MARK NO. 1--EXISTING IDAHO-MONTANA BOUNDARY MONUMENT PIPE
 PZ0741'AND CAP STAMPED---564.384---, ABOUT 2.5 FT. ABOVE GROUND IN A CAIRN,
 PZ0741'9.13 FT. FROM STATION MARK, S 47 DEG 58 MIN W.
 PZ0741'
 PZ0741'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 PZ0741'---COTTONWOOD 1956 NO 2---, CEMENTED IN DRILL HOLE IN EMBEDDED ROCK,
 PZ0741'17.37 FT. FROM STATION MARK, S 42 DEG 53 MIN E.
 PZ0741
 PZ0741                          STATION RECOVERY (1915)
 PZ0741
 PZ0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1915
 PZ0741'POSSIBLY CALLED 18 MILE PEAK AT THIS TIME.
 PZ0741
 PZ0741                          STATION RECOVERY (1956)
 PZ0741
 PZ0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0741'RECOVERED AS DESCRIBED.
 PZ0741'
 PZ0741'LOCATED ABOUT 23.5 MI SW. OF LIMA, MT. ABOUT 22.5 MI SE. OF
 PZ0741'LEADORE ON ID-MT BORDER.  IT IS ABOUT 2 MI N. OF 1915 INTERSECTED
 PZ0741'STATION 18 MILE PEAK.
 PZ0741'
 PZ0741'TO REACH FROM LEADORE POST OFFICE, DRIVE 8.2 MI S. ON STATE HWY.
 PZ0741'28 TO RD. FORKS AND SIGN SKELTON RANCH EIGHTEEN MILE CREEK,
 PZ0741'TAKE LEFT FORK 0.6 MI TO TOP OF HILL AND RD. FORKS.  TAKE RIGHT
 PZ0741'FORK 2.7 MI TO RD. FORKS.  TAKE LEFT FORK 4.1 MI TO RD. FORKS AND
 PZ0741'SIGN CHAMBERLAIN CREEK.  TAKE LEFT FORK 4.8 MI TO DOUBLE-FENCE
 PZ0741'LINE, FOLLOW FENCE LINE E. ON TRACK RD. 1.9 MI TO SMALL HOUSE.
 PZ0741'TAKE VERY DIM TRACK RD. LEFT ACROSS SMALL DRAIN FOLLOWING RD.
 PZ0741'ABOUT 1.0 MI UP DRAIN.  LEAVE RD. LEFT (N.) AND CLIMB TO RIDGE
 PZ0741'LINE, FOLLOW RIDGE LINE E. TO ID-MT BORDER (CONTINENTAL DIVIDE),
 PZ0741'THENCE S. ALONG DIVIDE TO HIGHEST, DARK-COLORED TOP AND STATION.
 PZ0741'THIS IS A DIFFICULT 4-WHEEL DRIVE ROUTE.
 PZ0741'
 PZ0741'STATION MARK--STANDARD TABLET, UNSTAMPED, CEMENTED IN ROCK IN
 PZ0741'PLACE (POSSIBLY SET IN 1915).
 PZ0741'
 PZ0741'RM 1--EXISTING ID-MT BOUNDARY MONUMENT PIPE AND CAP
 PZ0741'STAMPED---564.384,---ABOUT 2.5 FT ABOVE GROUND IN CAIRN.
 PZ0741'
 PZ0741'RM 2--STANDARD RM TABLET STAMPED---COTTONWOOD 1956 NO 2,---IN
 PZ0741'DRILL HOLE IN EMBEDDED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0619 ***********************************************************************
 QZ0619  DESIGNATION -  COTTONWOOD LOOKOUT
 QZ0619  PID         -  QZ0619
 QZ0619  STATE/COUNTY-  ID/IDAHO
 QZ0619  USGS QUAD   -  COTTONWOOD BUTTE (1977)
 QZ0619
 QZ0619                         *CURRENT SURVEY CONTROL
 QZ0619  ___________________________________________________________________
 QZ0619* NAD 83(1992)-  45 17 18.64361(N)    114 47 36.00801(W)     ADJUSTED  
 QZ0619* NAVD 88     -                                                        
 QZ0619  ___________________________________________________________________
 QZ0619  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 QZ0619  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 QZ0619
 QZ0619  HORZ ORDER  -  THIRD
 QZ0619
 QZ0619.The horizontal coordinates were established by classical geodetic methods
 QZ0619.and adjusted by the National Geodetic Survey in July 1992..
 QZ0619
 QZ0619
 QZ0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0619
 QZ0619.The geoid height was determined by GEOID03.
 QZ0619
 QZ0619;                    North         East     Units Scale Factor Converg.
 QZ0619;SPC ID W     -   402,812.958   875,045.419   MT  1.00000255   +0 40 47.6
 QZ0619;SPC ID C     -   402,679.548   437,766.013   MT  0.99999497   -0 33 49.7
 QZ0619;UTM  11      - 5,017,369.937   673,043.501   MT  0.99996819   +1 34 06.9
 QZ0619
 QZ0619                          SUPERSEDED SURVEY CONTROL
 QZ0619
 QZ0619  NAD 83(1986)-  45 17 18.64466(N)    114 47 36.00169(W) AD(       ) 4
 QZ0619  NAD 27      -  45 17 18.95100(N)    114 47 32.64900(W) AD(       ) 3
 QZ0619
 QZ0619.Superseded values are not recommended for survey control.
 QZ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0619.See file dsdata.txt to determine how the superseded data were derived.
 QZ0619
 QZ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL7304417370(NAD 83)
 QZ0619
 QZ0619  HISTORY     - Date     Condition        Report By
 QZ0619  HISTORY     - 1935     MONUMENTED       CGS
 QZ0619  HISTORY     - 1945     SEE DESCRIPTION  CGS
 QZ0619
 QZ0619                          STATION DESCRIPTION
 QZ0619
 QZ0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0619'COMPLETE DESCRIPTION FOLLOWS--
 QZ0619'
 QZ0619'THE STATION IS ON THE BOUNDARY LINE BETWEEN THE IDAHO AND
 QZ0619'SALMON NATIONAL FORESTS, 8 MILES S BY W OF THE PACK BRIDGE
 QZ0619'ACROSS THE SALMON RIVER AT HORSE CREEK, AND 7-1/2 MILES E OF THE
 QZ0619'COLD MEADOW RANGER STATION, ON THE SUMMIT OF COTTONWOOD BUTTE.
 QZ0619'
 QZ0619'IT IS AN UNPAINTED, SQUARE, LOG, PYRAMIDAL ROOFED LOOKOUT
 QZ0619'HOUSE.  IT IS NO LONGER USED BY THE FOREST SERVICE.
 QZ0619'
 QZ0619'IT WAS LOCATED BY TRAVERSE FROM STATION COTTONWOOD.
 QZ0619'
 QZ0619'THE POINT LOCATED WAS THE COMPUTED CENTER OF THE LOOKOUT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0975 ***********************************************************************
 OZ0975  DESIGNATION -  COUCH
 OZ0975  PID         -  OZ0975
 OZ0975  STATE/COUNTY-  ID/CAMAS
 OZ0975  USGS QUAD   -  SYDNEY BUTTE (1970)
 OZ0975
 OZ0975                         *CURRENT SURVEY CONTROL
 OZ0975  ___________________________________________________________________
 OZ0975* NAD 83(1992)-  43 30 24.18226(N)    114 47 01.39589(W)     ADJUSTED  
 OZ0975* NAVD 88     -      2607.7    (meters)    8555.     (feet)  VERTCON   
 OZ0975  ___________________________________________________________________
 OZ0975  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 OZ0975  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 OZ0975
 OZ0975  HORZ ORDER  -  SECOND
 OZ0975
 OZ0975.The horizontal coordinates were established by classical geodetic methods
 OZ0975.and adjusted by the National Geodetic Survey in July 1992..
 OZ0975
 OZ0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0975
 OZ0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0975
 OZ0975.The geoid height was determined by GEOID03.
 OZ0975
 OZ0975;                    North         East     Units Scale Factor Converg.
 OZ0975;SPC ID C     -   204,689.112   436,625.499   MT  0.99999675   -0 32 22.4
 OZ0975;UTM  11      - 4,819,473.450   679,156.116   MT  0.99999482   +1 31 34.2
 OZ0975
 OZ0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0975!SPC ID C     -   0.99959336  x   0.99999675  =   0.99959011
 OZ0975!UTM  11      -   0.99959336  x   0.99999482  =   0.99958818
 OZ0975
 OZ0975|---------------------------------------------------------------------|
 OZ0975| PID    Reference Object                     Distance      Geod. Az  |
 OZ0975|                                                           dddmmss.s |
 OZ0975| CD4921 COUCH RM 1                            5.372 METERS 01318     |
 OZ0975| OZ0948 KELLY 2                             APPROX.25.7 KM 0932646.2 |
 OZ0975| CD4922 COUCH RM 2                            6.637 METERS 19210     |
 OZ0975|---------------------------------------------------------------------|
 OZ0975
 OZ0975                          SUPERSEDED SURVEY CONTROL
 OZ0975
 OZ0975  NAD 83(1986)-  43 30 24.18115(N)    114 47 01.39158(W) AD(       ) 2
 OZ0975  NAD 27      -  43 30 24.53565(N)    114 46 58.16299(W) AD(       ) 2
 OZ0975  NGVD 29 (07/19/86) 2606.4    (m)         8551.     (f) VERT ANG       
 OZ0975
 OZ0975.Superseded values are not recommended for survey control.
 OZ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0975.See file dsdata.txt to determine how the superseded data were derived.
 OZ0975
 OZ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ7915619473(NAD 83)
 OZ0975_MARKER: DD = SURVEY DISK
 OZ0975_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0975
 OZ0975  HISTORY     - Date     Condition        Report By
 OZ0975  HISTORY     - 1970     MONUMENTED       USGS
 OZ0975  HISTORY     - 20020525 MARK NOT FOUND   GEOCAC
 OZ0975
 OZ0975                          STATION DESCRIPTION
 OZ0975
 OZ0975'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OZ0975'RM 1 TO RM 2 NOT MEASURED.
 OZ0975'
 OZ0975'LOCATED ABOUT 11.5 MI N. OF FAIRFIELD.  ABOUT 0.5 MI S. OF COUCH
 OZ0975'SUMMIT.  ON A PROMINENT OPEN TOP.
 OZ0975'
 OZ0975'REACHED BY HELICOPTER.
 OZ0975'
 OZ0975'STATION MARK--A STANDARD USGS TABLET STAMPED COUCH 1970 CEMENTED
 OZ0975'IN A ROCK OUTCROP.
 OZ0975'
 OZ0975'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED COUCH NO
 OZ0975'1 1970, CEMENTED IN A ROCK OUTCROP.
 OZ0975'
 OZ0975'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED COUCH NO 2
 OZ0975'1970, CEMENTED IN A ROCK OUTCROP.
 OZ0975'
 OZ0975'REFERENCE MARK--FOREST SERVICE CAP ON PIPE LOOSE IN GROUND AND
 OZ0975'PROJECTING 0.5 FT ABOVE GROUND.
 OZ0975
 OZ0975                          STATION RECOVERY (2002)
 OZ0975
 OZ0975'RECOVERY NOTE BY GEOCACHING 2002 (ZDV)
 OZ0975'STATION MARK NOT FOUND, HOWEVER BOTH REFERENCE MARKS AND THE USFS MARK
 OZ0975'STILL PRESENT.  A RADIO TOWER HAS BEEN CONSTRUCTED ON THE HIGHEST
 OZ0975'POINT AND MAY HAVE DESTROYED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1444 ***********************************************************************
 SV1444  DESIGNATION -  COUGAR
 SV1444  PID         -  SV1444
 SV1444  STATE/COUNTY-  ID/SHOSHONE
 SV1444  USGS QUAD   -  STEAMBOAT CREEK (1996)
 SV1444
 SV1444                         *CURRENT SURVEY CONTROL
 SV1444  ___________________________________________________________________
 SV1444* NAD 83(1992)-  47 40 57.64837(N)    116 12 37.55665(W)     ADJUSTED  
 SV1444* NAVD 88     -      1611.1    (meters)    5286.     (feet)  VERTCON   
 SV1444  ___________________________________________________________________
 SV1444  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 SV1444  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 SV1444
 SV1444  HORZ ORDER  -  THIRD
 SV1444
 SV1444.The horizontal coordinates were established by classical geodetic methods
 SV1444.and adjusted by the National Geodetic Survey in July 1992..
 SV1444
 SV1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1444
 SV1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1444
 SV1444.The geoid height was determined by GEOID03.
 SV1444
 SV1444;                    North         East     Units Scale Factor Converg.
 SV1444;SPC ID W     -   668,590.278   765,432.232   MT  0.99994801   -0 20 25.7
 SV1444;UTM  11      - 5,281,334.337   559,258.293   MT  0.99964315   +0 35 01.8
 SV1444
 SV1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1444!SPC ID W     -   0.99975017  x   0.99994801  =   0.99969820
 SV1444!UTM  11      -   0.99975017  x   0.99964315  =   0.99939341
 SV1444
 SV1444|---------------------------------------------------------------------|
 SV1444| PID    Reference Object                     Distance      Geod. Az  |
 SV1444|                                                           dddmmss.s |
 SV1444| CH7166 COUGAR LOT                           41.400 METERS 14220     |
 SV1444| SV1446 BUMBLEBEE                           APPROX. 7.6 KM 2641737.9 |
 SV1444| CH7167 COUGAR RM 1                           3.170 METERS 28610     |
 SV1444| CH7168 COUGAR RM 2                           5.820 METERS 34422     |
 SV1444|---------------------------------------------------------------------|
 SV1444
 SV1444                          SUPERSEDED SURVEY CONTROL
 SV1444
 SV1444  NAD 83(1986)-  47 40 57.65160(N)    116 12 37.54755(W) AD(       ) 3
 SV1444  NAD 27      -  47 40 57.94857(N)    116 12 33.92065(W) AD(       ) 3
 SV1444  NGVD 29 (07/19/86) 1609.9    (m)         5282.     (f) VERT ANG       
 SV1444
 SV1444.Superseded values are not recommended for survey control.
 SV1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1444.See file dsdata.txt to determine how the superseded data were derived.
 SV1444
 SV1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5925881334(NAD 83)
 SV1444_MARKER: DD = SURVEY DISK
 SV1444_SETTING: 80 = SET IN A BOULDER
 SV1444_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SV1444
 SV1444  HISTORY     - Date     Condition        Report By
 SV1444  HISTORY     - 1938     MONUMENTED       USGS
 SV1444  HISTORY     - 1956     GOOD             USGS
 SV1444
 SV1444                          STATION DESCRIPTION
 SV1444
 SV1444'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 SV1444'LOCATED ABOUT 26 MI E. OF COEUR DALENE.  ON DIVIDE BETWEEN COUGAR
 SV1444'AND STEAMBOAT CREEKS, ON TOP OF COUGAR PEAK, HIGHEST POINT ON
 SV1444'THIS DIVIDE.
 SV1444'
 SV1444'REACHED BY CAR FROM HONEYSUCKLE RANGER STATION AND TEPEE SUMMIT.
 SV1444'
 SV1444'STATION MARK--STANDARD TABLET STAMPED---COUGAR 1938---, CEMENTED IN
 SV1444'ROCK, ABOUT 0.2 FT LOWER THAN GROUND.
 SV1444'
 SV1444'RM 1--STANDARD RM TABLET STAMPED---NO 1 1938---, CEMENTED IN ROCK.
 SV1444'
 SV1444'RM 2--STANDARD RM TABLET STAMPED---NO 2 1938---, CEMENTED IN ROCK.
 SV1444'
 SV1444'COUGAR PEAK LOT--NOT DESCRIBED.
 SV1444
 SV1444                          STATION RECOVERY (1956)
 SV1444
 SV1444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SV1444'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 SV1444'CONDITION.  LOH INTERSECTED IN 1936 HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1044 ***********************************************************************
 TO1044  DESIGNATION -  COUGAR
 TO1044  PID         -  TO1044
 TO1044  STATE/COUNTY-  ID/BONNER
 TO1044  USGS QUAD   -  SANDPOINT (1996)
 TO1044
 TO1044                         *CURRENT SURVEY CONTROL
 TO1044  ___________________________________________________________________
 TO1044* NAD 83(1992)-  48 16 18.79073(N)    116 32 20.39285(W)     ADJUSTED  
 TO1044* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 TO1044  ___________________________________________________________________
 TO1044  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 TO1044  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 TO1044
 TO1044  HORZ ORDER  -  SECOND
 TO1044
 TO1044.The horizontal coordinates were established by classical geodetic methods
 TO1044.and adjusted by the National Geodetic Survey in July 1992..
 TO1044
 TO1044.The orthometric height was scaled from a topographic map.
 TO1044
 TO1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1044
 TO1044.The geoid height was determined by GEOID03.
 TO1044
 TO1044;                    North         East     Units Scale Factor Converg.
 TO1044;SPC ID W     -   734,297.926   741,434.897   MT  0.99997546   -0 35 19.9
 TO1044;UTM  11      - 5,346,622.684   534,207.554   MT  0.99961438   +0 20 38.6
 TO1044
 TO1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1044!SPC ID W     -   0.99990361  x   0.99997546  =   0.99987908
 TO1044!UTM  11      -   0.99990361  x   0.99961438  =   0.99951803
 TO1044
 TO1044:                Primary Azimuth Mark                     Grid Az
 TO1044:SPC ID W     -  PONDER                                   032 58 06.3
 TO1044:UTM  11      -  PONDER                                   032 02 07.8
 TO1044
 TO1044|---------------------------------------------------------------------|
 TO1044| PID    Reference Object                     Distance      Geod. Az  |
 TO1044|                                                           dddmmss.s |
 TO1044| TO1047 PONDER                              APPROX. 3.9 KM 0322246.4 |
 TO1044| TO1039 PEND OREILLE NPRY DRAWBRIDGE        APPROX. 1.8 KM 1531338.2 |
 TO1044|---------------------------------------------------------------------|
 TO1044
 TO1044                          SUPERSEDED SURVEY CONTROL
 TO1044
 TO1044  NAD 83(1986)-  48 16 18.80061(N)    116 32 20.38685(W) AD(       ) 2
 TO1044  NAD 27      -  48 16 19.06415(N)    116 32 16.69506(W) AD(       ) 2
 TO1044
 TO1044.Superseded values are not recommended for survey control.
 TO1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1044.See file dsdata.txt to determine how the superseded data were derived.
 TO1044
 TO1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3420846623(NAD 83)
 TO1044_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1044
 TO1044  HISTORY     - Date     Condition        Report By
 TO1044  HISTORY     - 1947     MONUMENTED       CGS
 TO1044  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TO1044
 TO1044                          STATION DESCRIPTION
 TO1044
 TO1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO1044'THE STATION IS AT NORTH END OF PEND OREILLE LAKE IN CITY OF
 TO1044'SANDPOINT ON SOUTHEAST EXTREMITY OF LOOP ROAD CALLED THE
 TO1044'BEACH ROAD.  SAND SPITS ARE OFFSHORE HERE AND THERE IS A
 TO1044'SPARSE GROWTH OF DECIDUOUS TREES.  THERE IS A SMALL MUNICIPAL
 TO1044'BATH HOUSE NORTH OF THE STATION AND ON THE BEACH ROAD.  THE
 TO1044'MARK IS SET IN SQUARE CONCRETE BLOCK 5 METERS SOUTHEAST OF
 TO1044'BEACH ROAD AND EXTENDS 6 INCHES ABOVE THE GROUND WHICH
 TO1044'IS SAND.
 TO1044'
 TO1044'R.M. NO. 1 IS WEST OF STATION NEAR SMALL COTTONWOOD TREE.
 TO1044'THE MARK IS IN SQUARE CONCRETE BLOCK BURIED IN SAND AND
 TO1044'EXTENDING 6 INCHES ABOVE GROUND SURFACE.  IT IS 3 FEET LOWER
 TO1044'THAN STATION.
 TO1044'
 TO1044'R.M. NO. 2 IS NORTH OF STATION 2 METERS SOUTH OF BEACH ROAD
 TO1044'AND ABOUT 1 FOOT HIGHER THAN STATION.  THE MARK IS SET IN
 TO1044'SQUARE CONCRETE BLOCK BURIED IN SAND AND EXTENDING 6 INCHES
 TO1044'ABOVE GROUND.
 TO1044'
 TO1044'THE STATION IS BEST REACHED BY ROAD.
 TO1044'
 TO1044'THE STATION IS 20 FEET ABOVE MEAN WINTER LAKE LEVEL
 TO1044
 TO1044                          STATION RECOVERY (1948)
 TO1044
 TO1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (ERM)
 TO1044'THE STATION WAS RECOVERED AS DESCRIBED WITH NO ADDITIONAL
 TO1044'INFORMATION NEEDED EXCEPT THAT THE HEIGHT ABOVE MEAN WINTER
 TO1044'LAKE LEVEL IS 15 FT. RATHER THAN 20 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1049 ***********************************************************************
 TO1049  DESIGNATION -  COUGAR 2
 TO1049  PID         -  TO1049
 TO1049  STATE/COUNTY-  ID/BONNER
 TO1049  USGS QUAD   -  SANDPOINT (1996)
 TO1049
 TO1049                         *CURRENT SURVEY CONTROL
 TO1049  ___________________________________________________________________
 TO1049* NAD 83(1992)-  48 16 18.26412(N)    116 32 21.20206(W)     ADJUSTED  
 TO1049* NAVD 88     -       630.     (meters)    2067.     (feet)  VERTCON   
 TO1049  ___________________________________________________________________
 TO1049  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 TO1049  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 TO1049
 TO1049  HORZ ORDER  -  SECOND
 TO1049
 TO1049.The horizontal coordinates were established by classical geodetic methods
 TO1049.and adjusted by the National Geodetic Survey in July 1992..
 TO1049
 TO1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1049
 TO1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1049
 TO1049.The geoid height was determined by GEOID03.
 TO1049
 TO1049;                    North         East     Units Scale Factor Converg.
 TO1049;SPC ID W     -   734,281.833   741,418.045   MT  0.99997548   -0 35 20.5
 TO1049;UTM  11      - 5,346,606.324   534,190.972   MT  0.99961436   +0 20 38.0
 TO1049
 TO1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1049!SPC ID W     -   0.99990393  x   0.99997548  =   0.99987941
 TO1049!UTM  11      -   0.99990393  x   0.99961436  =   0.99951832
 TO1049
 TO1049:                Primary Azimuth Mark                     Grid Az
 TO1049:SPC ID W     -  KOOTENAI 2 RM 3                          025 33 10.1
 TO1049:UTM  11      -  KOOTENAI 2 RM 3                          024 37 11.6
 TO1049
 TO1049|---------------------------------------------------------------------|
 TO1049| PID    Reference Object                     Distance      Geod. Az  |
 TO1049|                                                           dddmmss.s |
 TO1049| TO0603 KOOTENAI 2 RM 3                     APPROX. 4.6 KM 0245749.6 |
 TO1049| CH7164 COUGAR 2 RM 3                         6.174 METERS 09207     |
 TO1049| TO1042 NORTHERN                            APPROX. 0.6 KM 1712413.5 |
 TO1049| CH7165 COUGAR 2 RM 4                         6.630 METERS 27206     |
 TO1049| TO1050 SANDPOINT CITY PARK CHIM             67.671 METERS 28317     |
 TO1049|---------------------------------------------------------------------|
 TO1049
 TO1049                          SUPERSEDED SURVEY CONTROL
 TO1049
 TO1049  NAD 83(1986)-  48 16 18.27397(N)    116 32 21.19606(W) AD(       ) 2
 TO1049  NAD 27      -  48 16 18.53809(N)    116 32 17.50420(W) AD(       ) 2
 TO1049  NGVD 29 (07/19/86)  629.     (m)         2064.     (f) VERT ANG       
 TO1049
 TO1049.Superseded values are not recommended for survey control.
 TO1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1049.See file dsdata.txt to determine how the superseded data were derived.
 TO1049
 TO1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3419146606(NAD 83)
 TO1049
 TO1049  HISTORY     - Date     Condition        Report By
 TO1049  HISTORY     - 1972     MONUMENTED       NGS
 TO1049  HISTORY     - 1980     GOOD             NGS
 TO1049
 TO1049                          STATION DESCRIPTION
 TO1049
 TO1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TO1049'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 TO1049'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 TO1049'AND DIRECTION TO THE MARKS COMPARED WITH THE 1972 DATA.  A
 TO1049'COMPLETE NEW DESCRIPTION FOLLOWS.
 TO1049'
 TO1049'THE STATION IS LOCATED IN THE CITY PARK IN THE CITY OF SAND POINT ON
 TO1049'A CONCRETE PIER THAT PROTUDES INTO LAKE PEND OREILL AND IN SECTION 23
 TO1049'T57N R 2 W.
 TO1049'
 TO1049'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 TO1049'STAMPED---COUGAR 2 1972---SET IN A DRILL HOLE IN THE CONCRETE PIER
 TO1049'LOCATED 68.58 METERS (225 FEET) SE FROM A COVERED PICNIC AREA AND
 TO1049'11.58 METERS (38 FEET) W FROM THE EAST END OF THE PIER.
 TO1049'
 TO1049'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 TO1049'NOS) DISK STAMPED---COUGAR 2 RM 3 1972---.  IT IS AN AZIMUTH MARK
 TO1049'DISK WITH THE ARROW POINTING ABOUT 50 DEGREES NORTH OF THE STATION
 TO1049'SET IN A DRILL HOLE IN THE CONCRETE PIER AND LOCATED 5.18 METERS (17
 TO1049'FEET) W FROM THE EAST END OF THE PIER.
 TO1049'
 TO1049'REFERENCE MARK NO. 4 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 TO1049'NOS) DISK STAMPED---COUGAR 2 NO 4 1972---SET IN A DRILL HOLE IN THE
 TO1049'CONCRETE PIER LOCATED 6.10 METERS (20 FEET) E FROM THE WEST END OF
 TO1049'THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0766 ***********************************************************************
 QA0766  DESIGNATION -  COUGAR LOH
 QA0766  PID         -  QA0766
 QA0766  STATE/COUNTY-  ID/CUSTER
 QA0766  USGS QUAD   -  FALCONBERRY PEAK (1963)
 QA0766
 QA0766                         *CURRENT SURVEY CONTROL
 QA0766  ___________________________________________________________________
 QA0766* NAD 83(1992)-  44 41 45.98737(N)    114 51 59.91043(W)     ADJUSTED  
 QA0766* NAVD 88     -                                                        
 QA0766  ___________________________________________________________________
 QA0766  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 QA0766  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 QA0766
 QA0766  HORZ ORDER  -  THIRD
 QA0766
 QA0766.The horizontal coordinates were established by classical geodetic methods
 QA0766.and adjusted by the National Geodetic Survey in July 1992..
 QA0766
 QA0766
 QA0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0766
 QA0766.The geoid height was determined by GEOID03.
 QA0766
 QA0766;                    North         East     Units Scale Factor Converg.
 QA0766;SPC ID C     -   336,907.325   431,311.380   MT  1.00000537   -0 36 34.5
 QA0766;UTM  11      - 4,951,406.522   669,028.161   MT  0.99995135   +1 30 03.0
 QA0766
 QA0766                          SUPERSEDED SURVEY CONTROL
 QA0766
 QA0766  NAD 83(1986)-  44 41 45.98968(N)    114 51 59.90906(W) AD(       ) 4
 QA0766  NAD 27      -  44 41 46.31270(N)    114 51 56.57108(W) AD(       ) 3
 QA0766
 QA0766.Superseded values are not recommended for survey control.
 QA0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0766.See file dsdata.txt to determine how the superseded data were derived.
 QA0766
 QA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK6902851407(NAD 83)
 QA0766_MARKER: 73 = LOOKOUT HOUSE
 QA0766
 QA0766  HISTORY     - Date     Condition        Report By
 QA0766  HISTORY     - 1961     FIRST OBSERVED   USGS
 QA0766
 QA0766                          STATION DESCRIPTION
 QA0766
 QA0766'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QA0766'LOCATED ABOUT 20.0 MI. (AIRLINE) SW. OF MEYERS COVE AND ABOUT 6.5 MI.
 QA0766'SE. OF MAHONEY L.O., ABOUT 4.5 MI. W. OF THE FALCONBERRY LANDING
 QA0766'STRIP, ON A DIVIDE AT THE HEAD OF COUGAR CREEK AND COLD SPRING CREEK,
 QA0766'AND ON THE HIGHEST POINT OF A GREY TOP.
 QA0766'
 QA0766'STATION MARK--CENTER OF L.O.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3705 ***********************************************************************
 AA3705  CBN         -  This is a Cooperative Base Network Control Station.
 AA3705  DESIGNATION -  COUGAR MTN
 AA3705  PID         -  AA3705
 AA3705  STATE/COUNTY-  ID/VALLEY
 AA3705  USGS QUAD   -  SMITHS FERRY (1985)
 AA3705
 AA3705                         *CURRENT SURVEY CONTROL
 AA3705  ___________________________________________________________________
 AA3705* NAD 83(1992)-  44 18 11.77943(N)    116 04 52.50790(W)     ADJUSTED  
 AA3705* NAVD 88     -      1383.6    (meters)    4539.     (feet)  GPS OBS   
 AA3705  ___________________________________________________________________
 AA3705  X           -  -2,010,490.414 (meters)                     COMP
 AA3705  Y           -  -4,107,322.754 (meters)                     COMP
 AA3705  Z           -   4,433,225.634 (meters)                     COMP
 AA3705  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AA3705  ELLIP HEIGHT-        1368.27  (meters)          (11/14/01) GPS OBS
 AA3705  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 AA3705
 AA3705  HORZ ORDER  -  B
 AA3705  ELLP ORDER  -  FOURTH    CLASS II
 AA3705
 AA3705.The horizontal coordinates were established by GPS observations
 AA3705.and adjusted by the National Geodetic Survey in November 2001..
 AA3705
 AA3705.The orthometric height was determined by GPS observations and a
 AA3705.high-resolution geoid model.
 AA3705
 AA3705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3705
 AA3705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3705
 AA3705.The ellipsoidal height was determined by GPS observations
 AA3705.and is referenced to NAD 83.
 AA3705
 AA3705.The geoid height was determined by GEOID03.
 AA3705
 AA3705;                    North         East     Units Scale Factor Converg.
 AA3705;SPC ID W     -   292,940.815   773,568.987   MT  0.99994192   -0 13 52.9
 AA3705;UTM  11      - 4,905,967.900   573,283.631   MT  0.99966605   +0 38 30.2
 AA3705
 AA3705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3705!SPC ID W     -   0.99978550  x   0.99994192  =   0.99972743
 AA3705!UTM  11      -   0.99978550  x   0.99966605  =   0.99945162
 AA3705
 AA3705                          SUPERSEDED SURVEY CONTROL
 AA3705
 AA3705  NAD 83(1994)-  44 18 11.77820(N)    116 04 52.50645(W) AD(       ) B
 AA3705  ELLIP H (04/21/95) 1368.35   (m)                       GP(       ) 4 1
 AA3705
 AA3705.Superseded values are not recommended for survey control.
 AA3705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3705.See file dsdata.txt to determine how the superseded data were derived.
 AA3705
 AA3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK7328405968(NAD 83)
 AA3705_MARKER: I = METAL ROD
 AA3705_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3705_STAMPING: COUGAR MTN 1994
 AA3705_MARK LOGO: IDTD  
 AA3705_PROJECTION: FLUSH
 AA3705_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3705+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AA3705_ROD/PIPE-DEPTH: 9.7  meters
 AA3705_SLEEVE-DEPTH  : 0.9 meters
 AA3705
 AA3705  HISTORY     - Date     Condition        Report By
 AA3705  HISTORY     - 1994     MONUMENTED       IDTD
 AA3705  HISTORY     - 19940822 GOOD             CH2M
 AA3705  HISTORY     - 20041106 GOOD             DJC
 AA3705
 AA3705                          STATION DESCRIPTION
 AA3705
 AA3705'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 1994 (DS)
 AA3705'STATION IS LOCATED IN SMITHS FERRY ALONG THE RAILROAD RIGHT-OF-WAY. TO
 AA3705'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55, SMITHS FERRY
 AA3705'DR. AND THE COUGAR MTN. LODGE IN SMITHS FERRY,  GO EAST ON A PAVED AND
 AA3705'GRAVEL ROAD CROSSING THE PAYETTE RIVER FOR 0.58 KM (0.35 MI) TO THE
 AA3705'MARK ON THE LEFT JUST BEFORE THE TRACKS. LOCATED 27.5 M (90.2 FT)
 AA3705'NORTH OF THE APPROXIMATE CENTER OF AND 2 METERS (6.6 FT) ABOVE THE
 AA3705'ROAD, 19.8 M (65.0 FT) NORTH-NORTHEAST OF A FENCE CORNER, 16.5 M (54.1
 AA3705'FT) WEST OF THE NEAR RAIL, 13.1 M (43.0 FT) EAST OF THE RAILROAD
 AA3705'RIGHT-OF-WAY FENCE, 12.6 M (41.3 FT) NORTHWEST OF A POLE SUPPORTING A
 AA3705'SIGN (SMITHS FERRY), 0.9 M (3.0 FT) EAST OF A FIBERGLASS WITNESS POST
 AA3705'AND 0.8 M (2.6 FT) WEST OF A STEEL WITNESS POST. MARK IS A STAINLESS
 AA3705'STEEL ROD WITH A CENTER PUNCH HOLE IN THE TOP. NOTE--ACCESS TO DATUM
 AA3705'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AA3705
 AA3705                          STATION RECOVERY (1994)
 AA3705
 AA3705'RECOVERY NOTE BY CH2M HILL INCORPORATED 1994 (LDA)
 AA3705'RECOVERED IN GOOD CONDITION.
 AA3705
 AA3705                          STATION RECOVERY (2004)
 AA3705
 AA3705'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 AA3705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1443 ***********************************************************************
 SV1443  DESIGNATION -  COUGAR PEAK LOOKOUT HOUSE
 SV1443  PID         -  SV1443
 SV1443  STATE/COUNTY-  ID/SHOSHONE
 SV1443  USGS QUAD   -  STEAMBOAT CREEK (1996)
 SV1443
 SV1443                         *CURRENT SURVEY CONTROL
 SV1443  ___________________________________________________________________
 SV1443* NAD 83(1992)-  47 40 56.60980(N)    116 12 36.33393(W)     ADJUSTED  
 SV1443* NAVD 88     -                                                        
 SV1443  ___________________________________________________________________
 SV1443  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 SV1443  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 SV1443
 SV1443  HORZ ORDER  -  THIRD
 SV1443
 SV1443.The horizontal coordinates were established by classical geodetic methods
 SV1443.and adjusted by the National Geodetic Survey in July 1992..
 SV1443
 SV1443
 SV1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1443
 SV1443.The geoid height was determined by GEOID03.
 SV1443
 SV1443;                    North         East     Units Scale Factor Converg.
 SV1443;SPC ID W     -   668,558.053   765,457.541   MT  0.99994799   -0 20 24.7
 SV1443;UTM  11      - 5,281,302.534   559,284.111   MT  0.99964319   +0 35 02.7
 SV1443
 SV1443                          SUPERSEDED SURVEY CONTROL
 SV1443
 SV1443  NAD 83(1986)-  47 40 56.61226(N)    116 12 36.32685(W) AD(       ) 4
 SV1443  NAD 27      -  47 40 56.90824(N)    116 12 32.69830(W) AD(       ) 3
 SV1443
 SV1443.Superseded values are not recommended for survey control.
 SV1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1443.See file dsdata.txt to determine how the superseded data were derived.
 SV1443
 SV1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5928481303(NAD 83)
 SV1443
 SV1443  HISTORY     - Date     Condition        Report By
 SV1443  HISTORY     - 1940     MONUMENTED       CGS
 SV1443
 SV1443                          STATION DESCRIPTION
 SV1443
 SV1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1443'COUGAR PEAK FOREST SERVICE LOOKOUT HOUSE IS IN THE COEUR D ALENE
 SV1443'NATIONAL FOREST, ON A TIMBERED PEAK, 5 MILES N OF LINFOR, 11
 SV1443'MILES NNW OF KELLOGG AND 11 MILES S OF THE MAGEE RANGER STATION.
 SV1443'THE CENTER OF THE HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0849 ***********************************************************************
 QA0849  DESIGNATION -  COUGAR ROCK
 QA0849  PID         -  QA0849
 QA0849  STATE/COUNTY-  ID/VALLEY
 QA0849  USGS QUAD   -  RICE PEAK (1988)
 QA0849
 QA0849                         *CURRENT SURVEY CONTROL
 QA0849  ___________________________________________________________________
 QA0849* NAD 83(1992)-  44 35 07.38906(N)    115 43 46.54560(W)     ADJUSTED  
 QA0849* NAVD 88     -      2307.0    (meters)    7569.     (feet)  VERTCON   
 QA0849  ___________________________________________________________________
 QA0849  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 QA0849  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 QA0849
 QA0849  HORZ ORDER  -  THIRD
 QA0849
 QA0849.The horizontal coordinates were established by classical geodetic methods
 QA0849.and adjusted by the National Geodetic Survey in July 1992..
 QA0849
 QA0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0849
 QA0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0849
 QA0849.The geoid height was determined by GEOID03.
 QA0849
 QA0849;                    North         East     Units Scale Factor Converg.
 QA0849;SPC ID W     -   324,234.306   801,620.243   MT  0.99993337   +0 00 51.6
 QA0849;UTM  11      - 4,937,678.589   600,846.882   MT  0.99972507   +0 53 30.7
 QA0849
 QA0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0849!SPC ID W     -   0.99964069  x   0.99993337  =   0.99957408
 QA0849!UTM  11      -   0.99964069  x   0.99972507  =   0.99936586
 QA0849
 QA0849                          SUPERSEDED SURVEY CONTROL
 QA0849
 QA0849  NAD 83(1990)-  44 35 07.39126(N)    115 43 46.54357(W) AD(       ) 3
 QA0849  NGVD 29 (09/26/91) 2305.8    (m)         7565.     (f) VERT ANG       
 QA0849
 QA0849.Superseded values are not recommended for survey control.
 QA0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0849.See file dsdata.txt to determine how the superseded data were derived.
 QA0849
 QA0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK0084737679(NAD 83)
 QA0849_MARKER: DD = SURVEY DISK
 QA0849_SETTING: 66 = SET IN ROCK OUTCROP
 QA0849_SP_SET: SET IN ROCK OUTCROP
 QA0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0849+STABILITY: POSITION/ELEVATION WELL
 QA0849
 QA0849  HISTORY     - Date     Condition        Report By
 QA0849  HISTORY     - 1953     MONUMENTED       USGS
 QA0849
 QA0849                          STATION DESCRIPTION
 QA0849
 QA0849'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QA0849'LOCATED ABOUT 4 MI. SSW. OF WARM LAKE AND 2 MI. SW. OF COUGAR ROCK,
 QA0849'2 MI. W. OF STOLLE MEADOWS AT ABANDONED LOOKOUT ABOUT 1 FT. BELOW
 QA0849'FLOOR.
 QA0849'
 QA0849'TO REACH FROM STOLLE MEADOWS GUARD STATION, CROSS RD. TO TRAIL ALONG
 QA0849'N. EDGE OF CORRAL AND FOLLOW THIS TRAIL FOR ABOUT 5 MI. TO ABANDONED
 QA0849'LOOKOUT AND STATION.  ABOUT 2-1/2 HR. HORSE PACK.
 QA0849'
 QA0849'STATION MARK--STANDARD TABLET STAMPED---COUGAR ROCK 1953---, CEMENTED
 QA0849'IN ROCK OUTCROP.
 QA0849'
 QA0849'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---,
 QA0849'---NO 1---, 54.05 FT. FROM STATION MARK AND ABOUT 10 FT. LOWER IN
 QA0849'56 DEGREES 08 MINUTES SE.
 QA0849'
 QA0849'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---,
 QA0849'---NO 2---, CEMENTED IN ROCK, 24.1 FT. FROM STATION MARK
 QA0849'82 DEGREES 47 MINUTES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0578 ***********************************************************************
 NT0578  DESIGNATION -  COULAM RESET
 NT0578  PID         -  NT0578
 NT0578  STATE/COUNTY-  ID/FRANKLIN
 NT0578  USGS QUAD   -  SWAN LAKE (1982)
 NT0578
 NT0578                         *CURRENT SURVEY CONTROL
 NT0578  ___________________________________________________________________
 NT0578* NAD 83(1994)-  42 15 04.87009(N)    111 57 21.58159(W)     ADJUSTED  
 NT0578* NAVD 88     -      1473.2    (meters)    4833.     (feet)  VERTCON   
 NT0578  ___________________________________________________________________
 NT0578  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 NT0578  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 NT0578
 NT0578  HORZ ORDER  -  SECOND
 NT0578
 NT0578.The horizontal coordinates were established by classical geodetic methods
 NT0578.and adjusted by the National Geodetic Survey in November 1997..
 NT0578
 NT0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0578
 NT0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0578
 NT0578.The geoid height was determined by GEOID03.
 NT0578
 NT0578;                    North         East     Units Scale Factor Converg.
 NT0578;SPC ID E     -    64,960.616   217,384.549   MT  0.99995109   +0 08 29.9
 NT0578;UTM  12      - 4,678,126.642   421,138.760   MT  0.99967652   -0 38 34.2
 NT0578
 NT0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0578!SPC ID E     -   0.99977117  x   0.99995109  =   0.99972227
 NT0578!UTM  12      -   0.99977117  x   0.99967652  =   0.99944776
 NT0578
 NT0578|---------------------------------------------------------------------|
 NT0578| PID    Reference Object                     Distance      Geod. Az  |
 NT0578|                                                           dddmmss.s |
 NT0578| CM5382 COULAM RM 1                          29.316 METERS 06357     |
 NT0578| CM5383 COULAM RM 2                           9.452 METERS 15525     |
 NT0578| CM5381 COULAM AZ MK                                       3345446.7 |
 NT0578|---------------------------------------------------------------------|
 NT0578
 NT0578                          SUPERSEDED SURVEY CONTROL
 NT0578
 NT0578  NAD 83(1992)-  42 15 04.86926(N)    111 57 21.57899(W) AD(       ) 2
 NT0578  NAD 83(1986)-  42 15 04.86586(N)    111 57 21.56659(W) AD(       ) 2
 NT0578  NAD 27      -  42 15 05.14780(N)    111 57 18.72520(W) AD(       ) 2
 NT0578  NGVD 29 (07/19/86) 1472.2    (m)         4830.     (f) VERT ANG       
 NT0578
 NT0578.Superseded values are not recommended for survey control.
 NT0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0578.See file dsdata.txt to determine how the superseded data were derived.
 NT0578
 NT0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2113978127(NAD 83)
 NT0578_MARKER: DH = HORIZONTAL CONTROL DISK
 NT0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0578_STAMPING: COULAM 1963 1984
 NT0578_MARK LOGO: NGS   
 NT0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0578+STABILITY: SURFACE MOTION
 NT0578
 NT0578  HISTORY     - Date     Condition        Report By
 NT0578  HISTORY     - 1984     MONUMENTED       NGS
 NT0578
 NT0578                          STATION DESCRIPTION
 NT0578
 NT0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NT0578'THE STATION HAD BEEN STRUCK BY MACHINERY AND WAS LEANING TOWARD THE
 NT0578'ROAD, IT WAS TAKEN OUT OF THE GROUND AND RESET OVER THE UNDERGROUND
 NT0578'MARK.  RM 2 WAS COMPLETELY OUT OF THE GROUND.  IT WAS RESTAMPED AND
 NT0578'PUT BACK INTO THE GROUND WAS RM 3.  RM 1 AND THE AZ MK WERE RECOVERED
 NT0578'IN GOOD CONDITION.  NOTE, THERE WAS A DIFFERENCE OF OVER 7 CENTIMETERS
 NT0578'IN THE DISTANCE TO RM 1.  ALTHOUGH THE ANGLE CHECKS FAVORABLY, THE RM
 NT0578'WAS PROBABLY STRUCK BY HEAVY MACINERY.  THE STATION IS LOCATED 5 MILES
 NT0578'(8.0 KM) SE OF SWAN LAKE, 0.4 MILE (0.6 KM) S OF THE BANNOCK FRANKLIN
 NT0578'COUNTY LINE AND ON THE W RIGHT OF WAY OF US HWY 91.  TO REACH THE
 NT0578'STATION FROM THE STORE IN SWAN LAKE, GO SOUTHEASTERLY ON U S HWY 91
 NT0578'FOR 4.6 MILES (7.4 KM) TO THE COUNTY LINE AND AZ MK ON THE LEFT,
 NT0578'CONTINUE SOUTHERLY FOR 0.4 MILE (0.6 KM) TO THE STATION ON THE RIGHT.
 NT0578' 
 NT0578'THE STATION IS A STANDARD USCGS DISK STAMPED---COULAM 1963 1984---,
 NT0578'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER,
 NT0578'PROJECTING 15 CM ABOVE THE GROUND. THE STATION IS LOCATED 47.9 FT
 NT0578'(14.6 M) SW FROM THE CENTERLINE OF THE ROAD, 5.6 FT (1.7 M) SE FROM A
 NT0578'WITNESS POST.  RM NO 2 IS A STANDARD USCGS DISK STAMPED--COULAM NO 1
 NT0578'1963---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN
 NT0578'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 47.9 FT (14.6 M)
 NT0578'NE FROM THE CENTERLINE OF THE ROAD, 1.15 FT (0.35 M) NW FROM A WITNESS
 NT0578'POST, 6.6 FT (2.0 M) HIGHER THAN THE STATION.  RM NO 3 IS A STANDARD
 NT0578'USCGS DISK STAMPED---COULAM NO 3 1963 1984---, SET INTO THE TOP OF A
 NT0578'SQUARE CONCRETE MONUMENT, 40 CM IN DIAMETER, PROJECTING 20 CM ABOVE
 NT0578'THE GROUND.  THE STATION IS LOCATED 45.9 FT (14.0 M) SW FROM THE
 NT0578'CENTERLINE OF THE ROAD, 2.0 FT (0.6 M) NW FROM A WITNESS POST, AND
 NT0578'ABOUT THE SAME ELEVATION AS THE STATION.  AZ MK NO 1 IS A STANDARD
 NT0578'USCGS DISK STAMPED---COULAM 1963---, SET INTO THE TOP OF A SQUARE
 NT0578'CONCRETE MONUMENT 30 CM IN DIAMETER, PROJECTING 15 CM ABOVE THE
 NT0578'GROUND.  THE STATION IS LOCATED 48.6 FT (14.8 M) NE FROM THE
 NT0578'CENTERLINE OF THE ROAD, 2.0 FT (0.6 M) S FROM A WITNESS POST.  TO
 NT0578'REACH THE AZ MK FROM THE STATION GO NORTHERLY ON US 91 FOR 0.4 MILE
 NT0578'(0.6 KM) TO THE COUNTY LINE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1098 ***********************************************************************
 QB1098  DESIGNATION -  COUNCIL
 QB1098  PID         -  QB1098
 QB1098  STATE/COUNTY-  ID/ADAMS
 QB1098  USGS QUAD   -  COUNCIL (1986)
 QB1098
 QB1098                         *CURRENT SURVEY CONTROL
 QB1098  ___________________________________________________________________
 QB1098* NAD 83(1992)-  44 43 37.85025(N)    116 26 03.14864(W)     ADJUSTED  
 QB1098* NAVD 88     -       899.030  (meters)    2949.57   (feet)  ADJUSTED  
 QB1098  ___________________________________________________________________
 QB1098  LAPLACE CORR-           7.18  (seconds)                    DEFLEC99
 QB1098  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 QB1098  DYNAMIC HT  -         898.767 (meters)    2948.70  (feet)  COMP
 QB1098  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 QB1098
 QB1098  HORZ ORDER  -  SECOND
 QB1098  VERT ORDER  -  FIRST     CLASS II
 QB1098
 QB1098.The horizontal coordinates were established by classical geodetic methods
 QB1098.and adjusted by the National Geodetic Survey in July 1992..
 QB1098
 QB1098.The orthometric height was determined by differential leveling
 QB1098.and adjusted by the National Geodetic Survey in June 1991..
 QB1098
 QB1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1098
 QB1098.The geoid height was determined by GEOID03.
 QB1098
 QB1098.The dynamic height is computed by dividing the NAVD 88
 QB1098.geopotential number by the normal gravity value computed on the
 QB1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1098.degrees latitude (g = 980.6199 gals.).
 QB1098
 QB1098.The modeled gravity was interpolated from observed gravity values.
 QB1098
 QB1098;                    North         East     Units Scale Factor Converg.
 QB1098;SPC ID W     -   340,217.750   745,800.570   MT  0.99996944   -0 28 53.4
 QB1098;UTM  11      - 4,952,800.034   544,804.187   MT  0.99962468   +0 23 53.4
 QB1098
 QB1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1098!SPC ID W     -   0.99986150  x   0.99996944  =   0.99983094
 QB1098!UTM  11      -   0.99986150  x   0.99962468  =   0.99948623
 QB1098
 QB1098|---------------------------------------------------------------------|
 QB1098| PID    Reference Object                     Distance      Geod. Az  |
 QB1098|                                                           dddmmss.s |
 QB1098| CD4924 COUNCIL RM 1                         15.927 METERS 08927     |
 QB1098| CD4925 COUNCIL RM 2                         16.355 METERS 18114     |
 QB1098| CD4923 COUNCIL AZ MK                                      1821034.5 |
 QB1098|---------------------------------------------------------------------|
 QB1098
 QB1098                          SUPERSEDED SURVEY CONTROL
 QB1098
 QB1098  NAD 83(1986)-  44 43 37.85194(N)    116 26 03.14619(W) AD(       ) 2
 QB1098  NAD 27      -  44 43 38.25669(N)    116 25 59.62597(W) AD(       ) 2
 QB1098  NGVD 29 (07/19/86)  898.1    (m)         2947.     (f) VERT ANG       
 QB1098
 QB1098.Superseded values are not recommended for survey control.
 QB1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1098.See file dsdata.txt to determine how the superseded data were derived.
 QB1098
 QB1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK4480452800(NAD 83)
 QB1098_MARKER: DS = TRIANGULATION STATION DISK
 QB1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1098_SP_SET: CONCRETE POST
 QB1098_STAMPING: COUNCIL 1966
 QB1098_MARK LOGO: CGS   
 QB1098_PROJECTION: FLUSH
 QB1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1098+STABILITY: SURFACE MOTION
 QB1098
 QB1098  HISTORY     - Date     Condition        Report By
 QB1098  HISTORY     - 1966     MONUMENTED       CGS
 QB1098  HISTORY     - 1979     GOOD             LOCENG
 QB1098  HISTORY     - 1983     GOOD             NGS
 QB1098
 QB1098                          STATION DESCRIPTION
 QB1098
 QB1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1098'STATION IS LOCATED IN THE SOUTHEASTERN PART OF COUNCIL, IN
 QB1098'THE NORTHWEST CORNER OF THE STATE HIGHWAY MAINTENANCE YARD.
 QB1098'
 QB1098'TO REACH FROM THE POST OFFICE IN COUNCIL, GO EAST ON U.S.
 QB1098'HIGHWAY 95 FOR 2 BLOCKS, TURN RIGHT AND GO SOUTH FOR 2 BLOCKS
 QB1098'THE THE STATE HIGHWAY MAINTENANCE YARD AND STATION.
 QB1098'
 QB1098'STATION MARK, A STANDARD DISK STAMPED COUNCIL 1966, IS SET
 QB1098'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 QB1098'SURFACE OF THE GROUND.  THE MARK IS 73.5 FEET NORTHWEST OF
 QB1098'THE NORTHWEST CORNER OF THE MAINTENANCE BUILDING, 23 FEET
 QB1098'WEST OF CENTER OF GATE AND 4 FEET SOUTHEAST OF FENCE CORNER.
 QB1098'
 QB1098'REFERENCE MARK 1, A STANDARD DISK STAMPED COUNCIL NO 1 1966,
 QB1098'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 QB1098'WITH THE SURFACE OF THE GROUND.  THE MARK IS 57.5 FEET NORTH
 QB1098'OF THE NORTHWEST CORNER OF MAINTENANCE BUILDING, 55 FEET
 QB1098'EAST OF FENCE CORNER AND 1.5 FEET SOUTH OF FENCE.
 QB1098'
 QB1098'REFERENCE MARK 2, A STANDARD DISK STAMPED COUNCIL NO 2 1966,
 QB1098'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 QB1098'WITH THE SURFACE OF THE GROUND.  THE MARK IS 56.5 FEET SOUTH
 QB1098'OF FENCE CORNER, 48.5 WEST OF THE NORTHWEST CORNER OF MAINTENANCE
 QB1098'BUILDING AND 1 FOOT EAST OF FENCE.
 QB1098'
 QB1098'AZIMUTH MARK, A STANDARD DISK STAMPED COUNCIL 1966, IS SET
 QB1098'IN DRILL HOLE IN TOP OF A BOULDER WHICH PROJECTS 2 FEET.  THE
 QB1098'MARK IS 26 FEET EAST OF CENTER OF ROAD AND 8.0 FEET WEST
 QB1098'OF WITNESS POST AND FENCE.
 QB1098'
 QB1098'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL
 QB1098'ROAD FOR 0.25 MILE TO HOUSE ON RIGHT AND MARK ON LEFT.
 QB1098
 QB1098                          STATION RECOVERY (1979)
 QB1098
 QB1098'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JJP)
 QB1098'COUNCIL 1966 RECOVERED EXCELLENT.
 QB1098'
 QB1098'COUNCIL NO 1 1966 RECOVERED EXCELLENT.  COVERED BY 4 INCHES OF
 QB1098'GRAVEL.
 QB1098'
 QB1098'COUNCIL NO 2 1966 RECOVERED EXCELLENT.  COVERED BY 6 INCHES OF
 QB1098'GRAVEL.
 QB1098'
 QB1098'COUNCIL 1966 (AZIMUTH MARK) RECOVERED EXCELLENT.
 QB1098'
 QB1098'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO REACH FROM
 QB1098'POST OFFICE AT INTERSECTION OF CALIFORNIA AVENUE AND SOUTH GALENA
 QB1098'STREET IN COUNCIL, GO EAST ON CALIFORNIA AVENUE FOR TWO BLOCKS,
 QB1098'TURN RIGHT AND GO SOUTH FOR ONE BLOCK TO STATE HIGHWAY MAINTENANCE
 QB1098'YARD AND STATION.
 QB1098'
 QB1098'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTHEASTERN PART
 QB1098'OF COUNCIL.
 QB1098
 QB1098                          STATION RECOVERY (1983)
 QB1098
 QB1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB1098'IN COUNCIL.
 QB1098'IN COUNCIL, AT THE CORNER OF THE INTERSECTION OF SOUTH EXETER STREET
 QB1098'AND SCHOOL AVENUE, IN THE NORTHWEST CORNER OF THE IDAHO DEPARTMENT OF
 QB1098'TRANSPORTATION MAINTENANCE YARD, 22.4 METERS (73.5 FT) NORTHWEST OF
 QB1098'THE NORTHWEST CORNER OF THE MAINTENANCE BUILDING, 8.7 METERS (28.5 FT)
 QB1098'EAST OF THE STREET CENTERLINE, 7.3 METERS (24 FT) SOUTH OF THE AVENUE
 QB1098'CENTERLINE, 16.3 METERS (53.5 FT) NORTH OF RM 2, 15.9 METERS (52.0 FT)
 QB1098'WEST OF RM 1, 1.2 METERS (4 FT) SOUTHEAST OF A FENCE CORNER.
 QB1098'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 QB1098'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1268 ***********************************************************************
 QB1268  DESIGNATION -  COUNCIL
 QB1268  PID         -  QB1268
 QB1268  STATE/COUNTY-  ID/ADAMS
 QB1268  USGS QUAD   -  COUNCIL MOUNTAIN (1986)
 QB1268
 QB1268                         *CURRENT SURVEY CONTROL
 QB1268  ___________________________________________________________________
 QB1268* NAD 83(1992)-  44 42 38.20019(N)    116 16 09.59898(W)     ADJUSTED  
 QB1268* NAVD 88     -      2478.0    (meters)    8130.     (feet)  VERTCON   
 QB1268  ___________________________________________________________________
 QB1268  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 QB1268  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 QB1268
 QB1268  HORZ ORDER  -  FIRST
 QB1268
 QB1268.The horizontal coordinates were established by classical geodetic methods
 QB1268.and adjusted by the National Geodetic Survey in July 1992..
 QB1268
 QB1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1268
 QB1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1268
 QB1268.The geoid height was determined by GEOID03.
 QB1268
 QB1268;                    North         East     Units Scale Factor Converg.
 QB1268;SPC ID W     -   338,280.032   758,849.372   MT  0.99995415   -0 21 55.3
 QB1268;UTM  11      - 4,951,063.422   557,876.897   MT  0.99964119   +0 30 50.6
 QB1268
 QB1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1268!SPC ID W     -   0.99961398  x   0.99995415  =   0.99956815
 QB1268!UTM  11      -   0.99961398  x   0.99964119  =   0.99925531
 QB1268
 QB1268:                Primary Azimuth Mark                     Grid Az
 QB1268:SPC ID W     -  NO BUSINESS LOOKOUT HOUSE                044 31 03.1
 QB1268:UTM  11      -  NO BUSINESS LOOKOUT HOUSE                043 38 17.2
 QB1268
 QB1268|---------------------------------------------------------------------|
 QB1268| PID    Reference Object                     Distance      Geod. Az  |
 QB1268|                                                           dddmmss.s |
 QB1268| QB1263 NO BUSINESS LOOKOUT HOUSE           APPROX. 8.3 KM 0440907.8 |
 QB1268| CD4927 COUNCIL RM 1                          5.087 METERS 05209     |
 QB1268| CD4928 COUNCIL RM 2                         13.760 METERS 18220     |
 QB1268| CD4926 COUNCIL AZ MK                                      3143210.3 |
 QB1268|---------------------------------------------------------------------|
 QB1268
 QB1268                          SUPERSEDED SURVEY CONTROL
 QB1268
 QB1268  NAD 83(1986)-  44 42 38.20131(N)    116 16 09.59698(W) AD(       ) 1
 QB1268  NAD 27      -  44 42 38.60113(N)    116 16 06.10934(W) AD(       ) 1
 QB1268  NGVD 29 (07/19/86) 2476.8    (m)         8126.     (f) VERT ANG       
 QB1268
 QB1268.Superseded values are not recommended for survey control.
 QB1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1268.See file dsdata.txt to determine how the superseded data were derived.
 QB1268
 QB1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK5787751063(NAD 83)
 QB1268_MARKER: DB = BENCH MARK DISK
 QB1268_SETTING: 66 = SET IN ROCK OUTCROP
 QB1268_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 QB1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1268
 QB1268  HISTORY     - Date     Condition        Report By
 QB1268  HISTORY     - 1907     MONUMENTED       USGS
 QB1268  HISTORY     - 1953     GOOD             USGS
 QB1268  HISTORY     - 1959     GOOD             CGS
 QB1268  HISTORY     - 1966     POOR             CGS
 QB1268
 QB1268                          STATION DESCRIPTION
 QB1268
 QB1268'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QB1268'NOTE BY USGS, 1953--NEW DESCRIPTION AS FOLLOWS.
 QB1268'
 QB1268'LOCATED ABOUT 9.0 MI. E. OF COUNCIL AND 1.0 MI. SE. OF COUNCIL MTN.
 QB1268'LO, ON LHIGHEST POINT OF COUNCIL MTN.
 QB1268'
 QB1268'TO REACH FROM COUNCIL, DRIVE S. FOR 5.3 MI. TO MIDDLE FORK WEISER
 QB1268'RIVER ROAD, THENCE E. ALONG FOREST SERVICE ROAD 19.2 MI. TO TRAIL
 QB1268'TO COUNCIL LO, THENCE ALONG TRAIL ABOUT 4.0 MI. TO HIGHEST POINT OF
 QB1268'MOUNTAIN AND STATION.
 QB1268'
 QB1268'STATION MARK--STANDARD TABLET STAMPED---COUNCIL---, CEMENTED IN ROCK.
 QB1268'
 QB1268'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER WEDGED IN ROCK, 46.51 FT.
 QB1268'FROM STATION MARK 00 DEGREES 11 MINUTES 02 SECONDS SW.
 QB1268'
 QB1268'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER WEDGED IN ROCK, 69.48 FT.
 QB1268'FROM STATION MARK 13 DEGREES 55 MINUTES 07 SECONDS NW.
 QB1268'
 QB1268'STATION MARK--A USGS BENCM MARK DISK, UNSTAMPED---, CEMENTED IN
 QB1268'BEDROCK ABOUT 4 IN. BELOW THE GROUND.
 QB1268
 QB1268                          STATION RECOVERY (1959)
 QB1268
 QB1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QB1268'STATION IS LOCATED, AIRLINE, ABOUT 15 MILES SOUTHWEST OF
 QB1268'MC CALL, 9 MILES WEST OF DONNELLY, 8 MILES EAST OF COUNCIL,
 QB1268'1 MILE SOUTHEAST OF USFS COUNCIL MOUNTAIN LOOKOUT HOUSE AND
 QB1268'ON THE HIGHEST POINT OF THE MOUNTAIN LOCALLY KNOWN AS COUNCIL
 QB1268'MOUNTAIN.  THE MOUNTAIN IS BARE ON THE SUMMIT AND IS VISIBLE
 QB1268'FROM ALL DIRECTIONS.
 QB1268'
 QB1268'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MC CALL,
 QB1268'GO WESTERLY ON STATE HIGHWAY 15 FOR 3.5 MILES TO A SIDE ROAD
 QB1268'ON THE LEFT AT THE SKI LIFT AREA.  TURN LEFT AND GO 0.3 MILE
 QB1268'TO A FORK, TAKE THE RIGHT FORK AND GO 0.8 MILE TO A CROSS ROAD.
 QB1268'CONTINUE ON THE MAIN TRAVELED ROAD UP THE RIDGE FOR 5.2 MILES
 QB1268'TO A FORK.  TAKE THE LEFT FORK AS PER SIGN NO BUSINESS L.O.
 QB1268'AND GO 6.6 MILES TO A FORK.  TAKE THE RIGHT FORK AS PER SIGN
 QB1268'COUNCIL AND GO 1.2 MILES TO A FORK.  TAKE THE LEFT FORK AS PER
 QB1268'SIGN COUNCIL 18 AND GO 2.3 MILES TO A SIDE ROAD ON THE LEFT
 QB1268'JUST AFTER CROSSING THE EAST FORK OF THE WEISER RIVER AND A
 QB1268'SIGN 2 DESERET CABIN, 5 COUNCIL MTN L.O.  TURN LEFT AS PER
 QB1268'SIGN AND FOLLOW TRACK ROAD FOR 1.5 MILES TO THE END OF THE
 QB1268'ROAD AT THE CABIN AND THE END OF TRUCK TRAVEL.  FOLLOW
 QB1268'THE TRAIL AS PER SIGN ON A TREE, UP THE RIDGE TO THE RIGHT OF
 QB1268'THE CREEK, TO A FORK AT A SMALL SADDLE AT THE NORTHERN END OF
 QB1268'THE LOOKOUT HOUSE HILL, TAKE THE LEFT FORK AND FOLLOW THE
 QB1268'TRAIL ALONG THE EAST SIDE OF THE HILL TO A FORK NEAR THE
 QB1268'SOUTHERN END OF THE HILL, TAKE THE RIGHT FORK FOR A SHORT
 QB1268'WAYS THEN LEAVE THE TRAIL AND WORK WAY SOUTHEASTERLY
 QB1268'ALONG THE RIDGE OR SADDLE BETWEEN THE TWO HILLS TO A
 QB1268'POINT HALFWAY BETWEEN THE TWO HILLS AND THE AZIMUTH MARK IN A
 QB1268'ROCK OUTCROP.  FROM HERE WORK WAY UP THE RIDGE TO THE
 QB1268'HIGHEST POINT AND THE STATION.
 QB1268'
 QB1268'NOTE--THE STATION CAN BE REACHED BY TRAIL OUT OF DONNELLY AND
 QB1268'COUNCIL BUT THESE ROUTES WERE NOT CHECKED.  HORSES CAN BE TAKEN
 QB1268'TO THE STATION.  WATER IN THE SADDLE AT THE AZIMUTH MARK.
 QB1268'HORSE PACK IS 1-1/2 HOURS.
 QB1268'
 QB1268'STATION MARK, UNSTAMPED, IS A USGS BENCH MARK DISK CEMENTED
 QB1268'IN A DRILL HOLE IN BEDROCK ABOUT 4 INCHES BELOW THE GROUND.
 QB1268'IT IS ON THE HIGHEST POINT OF THE RIDGE.
 QB1268'
 QB1268'REFERENCE MARK NUMBER 1, STAMPED COUNCIL USGS NO 1 1959,
 QB1268'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 QB1268'10 BY 12 INCHES, PROJECTING 18 INCHES ON THE HIGHEST SIDE
 QB1268'AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 QB1268'
 QB1268'REFERENCE MARK NUMBER 2, STAMPED COUNCIL USGS NO 2 1959, IS
 QB1268'A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 12 BY
 QB1268'16 INCHES, PROJECTING 6 INCHES ON THE HIGHEST SIDE AND IS
 QB1268'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS ON THE CREST OF THE
 QB1268'RIDGE
 QB1268'
 QB1268'AZIMUTH MARK, STAMPED COUNCIL USGS 1959, IS A STANDARD DISK
 QB1268'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 QB1268'1-1/2 FEET.  IT IS ABOUT 1 FOOT LOWER THAN THE HIGHEST PART
 QB1268'OF THE BEDROCK, 15 FEET WEST OF THE TRAIL RUNNING ALONG THE
 QB1268'RIDGE AND 15 FEET EAST OF A GROUP OF 4 FIR TREES.
 QB1268
 QB1268                          STATION RECOVERY (1966)
 QB1268
 QB1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1268'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 QB1268'AND FOUND IN GOOD CONDITION.  THE STATION MARK WAS FOUND LOOSE
 QB1268'AND WAS REINFORCED WITH CONCRETE AT THIS DATE, HOLDING THE
 QB1268'APPROXIMATE ORIGINAL LOCATION.  A SHORTER DISTANCE WAS OBTAINED
 QB1268'TO BOTH REFERENCE MARKS AND IT IS BELIEVED THE 1959 MEASUREMENTS
 QB1268'WERE SLOPE DISTANCES.
 QB1268'
 QB1268'THE STATION WAS REACHED BY HELICOPTER FROM THE MC CALL AIRPORT BY
 QB1268'FLYING A MAGNETIC COURSE OF APPROXIMATELY 210 DEGREES FOR ABOUT
 QB1268'15 MINUTES.  THE 1959 DESCRIPTION WAS NOT CHECKED.
 QB1268'
 QB1268'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 QB1268'EAST OF COUNCIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1270 ***********************************************************************
 QB1270  DESIGNATION -  COUNCIL COMMUNITY CHURCH CROSS
 QB1270  PID         -  QB1270
 QB1270  STATE/COUNTY-  ID/ADAMS
 QB1270  USGS QUAD   -  COUNCIL (1986)
 QB1270
 QB1270                         *CURRENT SURVEY CONTROL
 QB1270  ___________________________________________________________________
 QB1270* NAD 83(1992)-  44 43 41.15738(N)    116 26 09.84435(W)     ADJUSTED  
 QB1270* NAVD 88     -                                                        
 QB1270  ___________________________________________________________________
 QB1270  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 QB1270  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 QB1270
 QB1270  HORZ ORDER  -  THIRD
 QB1270
 QB1270.The horizontal coordinates were established by classical geodetic methods
 QB1270.and adjusted by the National Geodetic Survey in July 1992..
 QB1270
 QB1270
 QB1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1270
 QB1270.The geoid height was determined by GEOID03.
 QB1270
 QB1270;                    North         East     Units Scale Factor Converg.
 QB1270;SPC ID W     -   340,321.069   745,654.097   MT  0.99996964   -0 28 58.2
 QB1270;UTM  11      - 4,952,901.057   544,656.196   MT  0.99962452   +0 23 48.7
 QB1270
 QB1270                          SUPERSEDED SURVEY CONTROL
 QB1270
 QB1270  NAD 83(1986)-  44 43 41.15860(N)    116 26 09.84366(W) AD(       ) 4
 QB1270  NAD 27      -  44 43 41.56438(N)    116 26 06.32259(W) AD(       ) 3
 QB1270
 QB1270.Superseded values are not recommended for survey control.
 QB1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1270.See file dsdata.txt to determine how the superseded data were derived.
 QB1270
 QB1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK4465652901(NAD 83)
 QB1270
 QB1270  HISTORY     - Date     Condition        Report By
 QB1270  HISTORY     - 1966     MONUMENTED       CGS
 QB1270  HISTORY     - 1979     GOOD             LOCENG
 QB1270
 QB1270                          STATION DESCRIPTION
 QB1270
 QB1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1270'THE STATION IS LOCATED IN COUNCIL AT THE INTERSECTION OF
 QB1270'CALIFORNIA AVENUE AND SOUTH FAIRFIELD STREET.  THE POINT
 QB1270'INTERSECTED WAS THE TOP-CENTER OF A CROSS.  IT IS ON TOP OF
 QB1270'THE BELL TOWER OF THE CHURCH, IS ABOUT 40 FEET HIGH AND IS
 QB1270'PAINTED WHITE.
 QB1270
 QB1270                          STATION RECOVERY (1979)
 QB1270
 QB1270'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JJP)
 QB1270'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QB1270'
 QB1270'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTH PART OF COUNCIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1267 ***********************************************************************
 QB1267  DESIGNATION -  COUNCIL MTN LOOKOUT HOUSE
 QB1267  PID         -  QB1267
 QB1267  STATE/COUNTY-  ID/ADAMS
 QB1267  USGS QUAD   -  COUNCIL MOUNTAIN (1986)
 QB1267
 QB1267                         *CURRENT SURVEY CONTROL
 QB1267  ___________________________________________________________________
 QB1267* NAD 83(1992)-  44 43 13.07525(N)    116 16 49.39424(W)     ADJUSTED  
 QB1267* NAVD 88     -                                                        
 QB1267  ___________________________________________________________________
 QB1267  LAPLACE CORR-           8.01  (seconds)                    DEFLEC99
 QB1267  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 QB1267
 QB1267  HORZ ORDER  -  THIRD
 QB1267
 QB1267.The horizontal coordinates were established by classical geodetic methods
 QB1267.and adjusted by the National Geodetic Survey in July 1992..
 QB1267
 QB1267
 QB1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1267
 QB1267.The geoid height was determined by GEOID03.
 QB1267
 QB1267;                    North         East     Units Scale Factor Converg.
 QB1267;SPC ID W     -   339,362.143   757,980.474   MT  0.99995504   -0 22 23.6
 QB1267;UTM  11      - 4,952,131.733   556,991.768   MT  0.99963994   +0 30 22.9
 QB1267
 QB1267                          SUPERSEDED SURVEY CONTROL
 QB1267
 QB1267  NAD 83(1986)-  44 43 13.07452(N)    116 16 49.39372(W) AD(       ) 4
 QB1267  NAD 27      -  44 43 13.47072(N)    116 16 45.89986(W) AD(       ) 3
 QB1267
 QB1267.Superseded values are not recommended for survey control.
 QB1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1267.See file dsdata.txt to determine how the superseded data were derived.
 QB1267
 QB1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK5699252132(NAD 83)
 QB1267
 QB1267  HISTORY     - Date     Condition        Report By
 QB1267  HISTORY     - 1959     MONUMENTED       CGS
 QB1267
 QB1267                          STATION DESCRIPTION
 QB1267
 QB1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QB1267'LOCATED, AIRLINE, ABOUT 15 MILES SOUTHWEST OF MC CALL, 9-1/2
 QB1267'MILES WEST OF DONNELLY, 1 MILE NORTHWEST OF TRIANGULATION
 QB1267'STATION COUNCIL (USGS) WHICH IS ON A PEAK SLIGHTLY HIGHER THAN
 QB1267'THE PEAK THE LOOKOUT HOUSE IS ON AND LOCALLY CALLED COUNCIL
 QB1267'MOUNTAIN.
 QB1267'
 QB1267'STATION IS THE CENTER OF THE LOOKOUT HOUSE WHICH IS ABANDONED,
 QB1267'ABOUT 12 FEET SQUARE, 15 FEET HIGH, WITH A POINTED ROOF AND
 QB1267'IS UNPAINTED.  IT IS THE PROPERTY OF THE USFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1349 ***********************************************************************
 OH1349  DESIGNATION -  COUNTY LINE
 OH1349  PID         -  OH1349
 OH1349  STATE/COUNTY-  ID/CANYON
 OH1349  USGS QUAD   -  WALTERS BUTTE (1992)
 OH1349
 OH1349                         *CURRENT SURVEY CONTROL
 OH1349  ___________________________________________________________________
 OH1349* NAD 83(1992)-  43 18 02.75254(N)    116 30 43.37358(W)     ADJUSTED  
 OH1349* NAVD 88     -       771.1    (meters)    2530.     (feet)  VERTCON   
 OH1349  ___________________________________________________________________
 OH1349  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 OH1349  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 OH1349
 OH1349  HORZ ORDER  -  SECOND
 OH1349
 OH1349.The horizontal coordinates were established by classical geodetic methods
 OH1349.and adjusted by the National Geodetic Survey in July 1992..
 OH1349
 OH1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1349
 OH1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1349
 OH1349.The geoid height was determined by GEOID03.
 OH1349
 OH1349;                    North         East     Units Scale Factor Converg.
 OH1349;SPC ID W     -   181,789.902   738,169.800   MT  0.99998034   -0 31 21.5
 OH1349;UTM  11      - 4,794,330.657   539,577.636   MT  0.99961927   +0 20 04.8
 OH1349
 OH1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1349!SPC ID W     -   0.99988177  x   0.99998034  =   0.99986212
 OH1349!UTM  11      -   0.99988177  x   0.99961927  =   0.99950109
 OH1349
 OH1349|---------------------------------------------------------------------|
 OH1349| PID    Reference Object                     Distance      Geod. Az  |
 OH1349|                                                           dddmmss.s |
 OH1349| CD4930 COUNTY LINE RM 1                     11.752 METERS 09800     |
 OH1349| CD4929 COUNTY LINE AZ MK                                  1323314.7 |
 OH1349| CD4931 COUNTY LINE RM 2                      9.317 METERS 34554     |
 OH1349|---------------------------------------------------------------------|
 OH1349
 OH1349                          SUPERSEDED SURVEY CONTROL
 OH1349
 OH1349  NAD 83(1986)-  43 18 02.75206(N)    116 30 43.36960(W) AD(       ) 2
 OH1349  NAD 27      -  43 18 03.16515(N)    116 30 39.93912(W) AD(       ) 2
 OH1349  NGVD 29 (07/19/86)  770.2    (m)         2527.     (f) VERT ANG       
 OH1349
 OH1349.Superseded values are not recommended for survey control.
 OH1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1349.See file dsdata.txt to determine how the superseded data were derived.
 OH1349
 OH1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH3957894331(NAD 83)
 OH1349_MARKER: Z = SEE DESCRIPTION
 OH1349_SETTING: 0 = UNSPECIFIED SETTING
 OH1349
 OH1349  HISTORY     - Date     Condition        Report By
 OH1349  HISTORY     - 1944     MONUMENTED       CGS
 OH1349  HISTORY     - 1965     GOOD             CGS
 OH1349
 OH1349                          STATION DESCRIPTION
 OH1349
 OH1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1349'STATION IS LOCATED ABOUT 5 MILES (AIR LINE) S OF MELBA, ABOUT
 OH1349'0.2 MILE S OF THE S TERMINUS OF GRADED SECTION OF COUNTY-LINE
 OH1349'ROAD, ABOUT 0.2 MILE S OF A BROWN FARMHOUSE, AND ABOUT 50 FEET
 OH1349'W OF A TRACK ROAD THAT EXTENDS FROM GRADED SECTION OF COUNTY-LINE
 OH1349'ROAD DOWN OVER THE RIM TO A BENCH ALONG THE SNAKE RIVER.  IT
 OH1349'IS 23 FEET N OF THE RIM OF CANYON AND 15 FEET W OF A BREAK IN
 OH1349'THE RIM.
 OH1349'
 OH1349'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 OH1349'(RIM ROCK).  IT IS STAMPED COUNTY LINE 1944 AND IS FLUSH WITH
 OH1349'THE GROUND.
 OH1349'
 OH1349'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 OH1349'BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT 5 FEET W
 OH1349'OF THE CANYON RIM, 3 FEET LOWER IN ELEVATION THAN STATION MARK,
 OH1349'AND IS STAMPED COUNTY LINE NO 1 1944.
 OH1349'
 OH1349'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 OH1349'BEDROCK THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 OH1349'ABOUT 50 FEET N OF THE CANYON RIM, ABOUT 1 FOOT LOWER IN
 OH1349'ELEVATION THAN STATION MARK, AND IS STAMPED COUNTY LINE NO
 OH1349'2 1944.
 OH1349'
 OH1349'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING BEDROCK
 OH1349'ALONG THE CANYON RIM.  IT IS 3 FEET N OF THE CANYON RIM,
 OH1349'2 FEET NW OF A SMALL CAIRN, AND IS STAMPED COUNTY LINE 1944.
 OH1349'
 OH1349'TO REACH STATION FROM MELBA, GO E ON THE MURPHY ROAD (GRAVELED)
 OH1349'FOR 0.8 MILE TO THE COUNTY-LINE ROAD, TURN RIGHT (S) AND GO
 OH1349'4.8 MILES ON THE COUNTY-LINE ROAD TO THE END OF GRADED SECTION
 OH1349'OF THE ROAD IN FRONT OF A BROWN FARMHOUSE.  CONTINUE AHEAD ON
 OH1349'TRACK ROAD FOR 0.2 MILE TO THE RIM OF THE CANYON AND STATION
 OH1349'ON THE RIGHT, 50 FEET W OF THE TRACK ROAD.
 OH1349'
 OH1349'TO REACH AZIMUTH MARK FROM STATION, CONTINUE ON THE TRACK ROAD
 OH1349'OVER THE RIM OF THE CANYON FOR 100 FEET TO A FORK.  TURN LEFT ON
 OH1349'TRACK ROAD AND CONTINUE FOR 0.6 MILE TO THE END OF THE ROAD
 OH1349'TURN-AROUND LOOP.  THE AZIMUTH MARK IS ABOUT 100 YARDS E, ON
 OH1349'THE CANYON RIM.
 OH1349
 OH1349                          STATION RECOVERY (1965)
 OH1349
 OH1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 OH1349'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1358 ***********************************************************************
 QB1358  DESIGNATION -  COVE
 QB1358  PID         -  QB1358
 QB1358  STATE/COUNTY-  ID/WASHINGTON
 QB1358  USGS QUAD   -  WEISER COVE (1952)
 QB1358
 QB1358                         *CURRENT SURVEY CONTROL
 QB1358  ___________________________________________________________________
 QB1358* NAD 83(1992)-  44 09 57.17861(N)    116 45 04.86713(W)     ADJUSTED  
 QB1358* NAVD 88     -      1036.4    (meters)    3400.     (feet)  VERTCON   
 QB1358  ___________________________________________________________________
 QB1358  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 QB1358  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 QB1358
 QB1358  HORZ ORDER  -  THIRD
 QB1358
 QB1358.The horizontal coordinates were established by classical geodetic methods
 QB1358.and adjusted by the National Geodetic Survey in July 1992..
 QB1358
 QB1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1358
 QB1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1358
 QB1358.The geoid height was determined by GEOID03.
 QB1358
 QB1358;                    North         East     Units Scale Factor Converg.
 QB1358;SPC ID W     -   278,109.842   719,914.690   MT  1.00001219   -0 41 51.8
 QB1358;UTM  11      - 4,890,327.417   519,879.509   MT  0.99960486   +0 10 23.7
 QB1358
 QB1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1358!SPC ID W     -   0.99984020  x   1.00001219  =   0.99985239
 QB1358!UTM  11      -   0.99984020  x   0.99960486  =   0.99944512
 QB1358
 QB1358:                Primary Azimuth Mark                     Grid Az
 QB1358:SPC ID W     -  HOLLOW                                   190 07 40.2
 QB1358:UTM  11      -  HOLLOW                                   189 15 24.7
 QB1358
 QB1358|---------------------------------------------------------------------|
 QB1358| PID    Reference Object                     Distance      Geod. Az  |
 QB1358|                                                           dddmmss.s |
 QB1358| QB1303 HOLLOW                              APPROX. 6.2 KM 1892548.4 |
 QB1358|---------------------------------------------------------------------|
 QB1358
 QB1358                          SUPERSEDED SURVEY CONTROL
 QB1358
 QB1358  NAD 83(1991)-  44 09 57.17896(N)    116 45 04.86796(W) AD(       ) 3
 QB1358  NAD 83(1986)-  44 09 57.17833(N)    116 45 04.86859(W) AD(       ) 3
 QB1358  NGVD 29 (11/15/90) 1035.4    (m)         3397.     (f) VERT ANG       
 QB1358
 QB1358.Superseded values are not recommended for survey control.
 QB1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1358.See file dsdata.txt to determine how the superseded data were derived.
 QB1358
 QB1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1988090327(NAD 83)
 QB1358_MARKER: DD = SURVEY DISK
 QB1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1358+STABILITY: SURFACE MOTION
 QB1358
 QB1358  HISTORY     - Date     Condition        Report By
 QB1358  HISTORY     - 1950     MONUMENTED       USGS
 QB1358  HISTORY     - 1970     GOOD             USGS
 QB1358
 QB1358                          STATION DESCRIPTION
 QB1358
 QB1358'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QB1358'LOCATED ABOUT 12.5 MI. ESE. OF WEISER, 3.0 MI. SSE. OF HEMINGWAY
 QB1358'RANCH, ON A HIGH TOP BETWEEN WEISER COVE AND SAND HOLLOW.
 QB1358'
 QB1358'TO REACH FROM WASHINGTON HOTEL IN WEISER, DRIVE E. ON U.S. HIGHWAY 30N
 QB1358'(EAST MAIN STREET) 0.5 MI. TO OVERHEAD TRAFFIC SIGNAL WHERE HIGHWAY
 QB1358'TURNS RIGHT (S.) AND FOLLOW U.S. HIGHWAY 30N FOR 0.7 MI. TO GRAVEL RD.
 QB1358'ON LEFT, TURN LEFT (E.) AND DRIVE ON GRAVEL RD. 0.7 MI. TO T-JUNCTION,
 QB1358'TURN RIGHT 0.1 MI. TO RD. FORKS, TAKE LEFT FORK (E.) ON MAIN TRAVELED
 QB1358'RD. UP WEISER COVE 0.9 MI. TO RD. AND BRIDGE ON RIGHT, CROSS BRIDGE
 QB1358'AND DRIVE 0.3 MI. TO RD. FORKS, TAKE LEFT FORK 1.3 MI. TO HEMINGWAY
 QB1358'RANCH, CONTINUE STRAIGHT AHEAD THROUGH FARMYARD AND FOLLOW TRACK RD.
 QB1358'UP A DRAW 0.5 MI. TO END OF RD., GO ACROSS COUNTRY 0.2 MI. TO GATE,
 QB1358'PASS THROUGH GATE, TURN LEFT, AND GO 0.2 MI. TO CREST OF RIDGE, TURN
 QB1358'RIGHT (S.) AND DRIVE ALONG CREST OF RIDGE ON OLD TRAIL 1.3 MI. TO
 QB1358'TOP, CONTINUE ALONG TOP IN EASTERLY DIRECTION 0.8 MI. TO FENCE, PASS
 QB1358'THROUGH FENCE AND CONTINUE 0.2 MI. TO ANOTHER FENCE, PASS THROUGH
 QB1358'FENCE AND GO 0.4 MI. TO FENCE INTERSECTION AND GATE.  THE STATION IS
 QB1358'ABOUT 150 FT. S. OF GATE.
 QB1358'
 QB1358'STATION MARK--STANDARD TABLET STAMPED---COVE 1950---, CEMENTED ON
 QB1358'TOP OF CONCRETE POST.
 QB1358'
 QB1358'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---COVE
 QB1358'NO 1 1950---, BRAZED ON TOP OF 3 IN. PIPE, PROJECTING 0.7 FT. ABOVE
 QB1358'GROUND, 54.16 FT. FROM STATION MARK IN AZIMUTH 96 DEGREES 47 MINUTES.
 QB1358'
 QB1358'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---COVE
 QB1358'NO 2 1950---, BRAZED ON TOP OF 3 IN. PIPE, PROJECTING 0.7 FT. ABOVE
 QB1358'GROUND, 48.35 FT. FROM STATION MARK IN AZIMUTH 205 DEGREES 10 MINUTES.
 QB1358'
 QB1358'NOTE BY USGS, 1970--THE 3 IN. PIPE ON WHICH THE REFERENCE MARKS ARE
 QB1358'RIVETED ARE SLIGHTLY LOOSE IN GROUND.
 QB1358
 QB1358                          STATION RECOVERY (1970)
 QB1358
 QB1358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QB1358'LOCATED ABOUT 12.5 MI. ESE. OF WEISER, 3.0 MI. SSE. OF HEMINGWAY
 QB1358'RANCH, ON A HIGH TOP BETWEEN WEISER COVE AND SAND HOLLOW.
 QB1358'
 QB1358'TO REACH FROM WASHINGTON HOTEL IN WEISER, DRIVE E. ON U.S. HIGHWAY
 QB1358'30N (EAST MAIN STREET) 0.5 MI. TO OVERHEAD TRAFFIC SIGNAL, TURN
 QB1358'RIGHT (S.) AND FOLLOW U.S. HIGHWAY 30 N FOR 0.7 MI. TO GRAVEL RD. ON
 QB1358'LEFT, TURN LEFT (E.) AND DRIVE ON GRAVEL RD. 0.7 MI. TO T-JUNCTION,
 QB1358'TURN RIGHT 0.1 MI. TO RD. FORKS, TAKE LEFT FORK (E.) ON MAIN-TRAVELED
 QB1358'RD. UP WEISER COVE 0.9 MI. TO RD. AND BRIDGE ON RIGHT, CROSS BRIDGE
 QB1358'AND DRIVE 0.3 MI. TO RD. FORKS, TAKE LEFT FORK 1.3 MI. TO HEMINGWAY
 QB1358'RANCH, CONTINUE STRAIGHT AHEAD THROUGH FARMYARD AND FOLLOW TRACK RD.
 QB1358'UP A DRAW 0.5 MI. TO END OF RD., GO ACROSS COUNTRY 0.2 MI. TO GATE,
 QB1358'PASS THROUGH GATE, TURN LEFT, AND GO 0.2 MI. TO CREST OF RIDGE, TURN
 QB1358'RIGHT (S.) AND DRIVE ALONG CREST OF RIDGE ON OLD TRAIL 1.3 MI. TO
 QB1358'TOP, CONTINUE ALONG TOP IN EASTERLY DIRECTION 0.8 MI. TO FENCE, PASS
 QB1358'THROUGH FENCE AND CONTINUE 0.2 MI. TO ANOTHER FENCE, PASS THROUGH
 QB1358'FENCE AND GO 0.4 MI. TO FENCE INTERSECTION AND GATE.  THE STATION
 QB1358'IS ABOUT 150 FT. S. OF GATE.
 QB1358'
 QB1358'STATION MARK--STANDARD TABLET STAMPED---COVE 1950---CEMENTED ON
 QB1358'TOP OF CONCRETE POST.
 QB1358'
 QB1358'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---,
 QB1358'---COVE NO 1 1950--- BRAZED ON TOP OF 3-INCH PIPE, PROJECTING 0.7
 QB1358'FT. ABOVE GROUND, 54.16 FT. FROM STATION MARK 83 DEGREES
 QB1358'14 MINUTES NW.
 QB1358'
 QB1358'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---,
 QB1358'---COVE NO 2 1950--- BRAZED ON TOP OF 3-INCH PIPE, PROJECTING 0.7
 QB1358'FT. ABOVE GROUND, 48.35 FT. FROM STATION MARK 25 DEGREES
 QB1358'10 MINUTES NE.
 QB1358'
 QB1358'NOTE--THE 3-INCH PIPE ON WHICH THE REFERENCE MARKS ARE RIVETED ARE
 QB1358'SLIGHTLY LOOSE IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1604 ***********************************************************************
 NU1604  DESIGNATION -  COW
 NU1604  PID         -  NU1604
 NU1604  STATE/COUNTY-  ID/ONEIDA
 NU1604  USGS QUAD   -  BADGER HOLE SPRING (1973)
 NU1604
 NU1604                         *CURRENT SURVEY CONTROL
 NU1604  ___________________________________________________________________
 NU1604* NAD 83(1994)-  42 07 43.58410(N)    112 51 41.88450(W)     ADJUSTED  
 NU1604* NAVD 88     -      1871.4    (meters)    6140.     (feet)  VERTCON   
 NU1604  ___________________________________________________________________
 NU1604  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 NU1604  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 NU1604
 NU1604  HORZ ORDER  -  SECOND
 NU1604
 NU1604.The horizontal coordinates were established by classical geodetic methods
 NU1604.and adjusted by the National Geodetic Survey in November 1997..
 NU1604
 NU1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1604
 NU1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1604
 NU1604.The geoid height was determined by GEOID03.
 NU1604
 NU1604;                    North         East     Units Scale Factor Converg.
 NU1604;SPC ID E     -    51,557.853   142,540.494   MT  0.99998798   -0 27 58.3
 NU1604;SPC ID C     -    51,951.327   594,119.726   MT  1.00005633   +0 45 49.2
 NU1604;UTM  12      - 4,665,751.058   346,132.329   MT  0.99989132   -1 14 56.5
 NU1604
 NU1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1604!SPC ID E     -   0.99970883  x   0.99998798  =   0.99969681
 NU1604!SPC ID C     -   0.99970883  x   1.00005633  =   0.99976514
 NU1604!UTM  12      -   0.99970883  x   0.99989132  =   0.99960018
 NU1604
 NU1604|---------------------------------------------------------------------|
 NU1604| PID    Reference Object                     Distance      Geod. Az  |
 NU1604|                                                           dddmmss.s |
 NU1604| CM5387 COW RM 1                              6.089 METERS 00548     |
 NU1604| CM5388 COW RM 2                              9.397 METERS 17047     |
 NU1604| NU1605 RITZ                                APPROX.12.0 KM 3032117.9 |
 NU1604|---------------------------------------------------------------------|
 NU1604
 NU1604                          SUPERSEDED SURVEY CONTROL
 NU1604
 NU1604  NAD 83(1992)-  42 07 43.57788(N)    112 51 41.86757(W) AD(       ) 2
 NU1604  NAD 83(1986)-  42 07 43.57699(N)    112 51 41.86663(W) AD(       ) 2
 NU1604  NAD 27      -  42 07 43.87300(N)    112 51 38.91870(W) AD(       ) 2
 NU1604  NGVD 29 (07/19/86) 1870.3    (m)         6136.     (f) VERT ANG       
 NU1604
 NU1604.Superseded values are not recommended for survey control.
 NU1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1604.See file dsdata.txt to determine how the superseded data were derived.
 NU1604
 NU1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM4613265751(NAD 83)
 NU1604_MARKER: DS = TRIANGULATION STATION DISK
 NU1604_SETTING: 66 = SET IN ROCK OUTCROP
 NU1604
 NU1604  HISTORY     - Date     Condition        Report By
 NU1604  HISTORY     - 1960     MONUMENTED       CGS
 NU1604  HISTORY     - 1968     GOOD             USGS
 NU1604
 NU1604                          STATION DESCRIPTION
 NU1604
 NU1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1604'THE STATION IS 12 MILES WEST-SOUTHWEST OF HOLBROOK, 10 MILES
 NU1604'NORTH OF U.S. HIGHWAY 30S, 7 MILES NORTHEAST OF BLACK PINE,
 NU1604'1-1/2 MILES SOUTH OF AN EAST-WEST POWERLINE, ON THE SOUTH END
 NU1604'OF THE SUMMIT OF A SAGE AND JUNIPER COVERED RIDGE PROJECTING
 NU1604'ALONG THE WEST SIDE OF COW CANYON.
 NU1604'
 NU1604'TO REACH THE STATION FROM THE SCHOOL AND CHURCH BUILDINGS IN
 NU1604'HOLBROOK, DRIVE WEST AND NORTH FOR 0.5 MILE TO STATE HIGHWAY 37.
 NU1604'DRIVE NORTH NORTHWEST ON THE HIGHWAY FO 5.6 MILES TO JUNIPER
 NU1604'ROAD ON THE LEFT.  TURN LEFT AND DRIVE WEST FOR 1.4 MILES TO A
 NU1604'Y-FORK.  KEEP THE LEFT FORK, JUNIPER ROAD, AND CONTINUE
 NU1604'SOUTHWESTERLY FOR 10.7 MILES TO A POWERLINE CROSSING THE ROAD
 NU1604'AT POWER POLE NO. 378.  CONTINUE THE ROAD SOUTHWEST FOR 0.8
 NU1604'MILE TO A FENCE AND TRACK ROAD ON THE LEFT.  TURN BACK SHARP
 NU1604'LEFT ONTO THE TRACK ROAD AND DRIVE EAST FOR 0.25 MILE TO THE
 NU1604'FIRST OF SEVEN GATES, ALL IN THE SAME EAST-WEST FENCE.  PASS
 NU1604'THROUGH THE GATE AND DRIVE EAST ON THE TRACK ROAD FOR 2.05
 NU1604'MILES TO THE SEVENTH GATE.  PASS THROUGHT THE GATE AND
 NU1604'DRIVE SOUTH ON THE TRACK ROAD FOR 0.2 MILE TO THE SUMMIT OF
 NU1604'A DIVIDE AND A CROSS ROAD.  TURN RIGHT, WEST, FOR 0.1 MILE, THENCE
 NU1604'DRIVE SOUTHWEST UP HILL FOR 0.5 MILE TO THE SUMMIT OF THE
 NU1604'RIDGE AND THE STATION.
 NU1604'
 NU1604'THE STATION MARK, STAMPED COW 1960, IS CEMENTED IN A DRILL
 NU1604'HOLE IN BEDROCK IN A DEPRESSION 6 INCHES BELOW THE SURFACE OF
 NU1604'THE GROUND.  IT IS 6 FEET NORTHEAST OF A JUNIPER STUMP AND 5
 NU1604'FEET WEST OF A METAL WITNESS POST WITH SIGN.
 NU1604'
 NU1604'REFERENCE MARK 1, STAMPED COW NO 1 1960, IS A STANDARD DISK
 NU1604'CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 2 INCHES ABOVE THE
 NU1604'GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NU1604'
 NU1604'REFERENCE MARK 2, STAMPED COW NO 2 1960, IS A STANDARD DISK
 NU1604'CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 2 INCHES ABOVE THE
 NU1604'GROUND.  IT IS ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION
 NU1604'MARK.
 NU1604'
 NU1604'A AZIMUTH MARK WAS NOT SET FOR THIS STATION.
 NU1604
 NU1604                          STATION RECOVERY (1968)
 NU1604
 NU1604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (WAO)
 NU1604'NOTE BY W.A.O., 1968.  ALL MARKS FOUND IN GOOD CONDITION.
 NU1604'MEASUREMENT TO R.M. NO 1 DETERMINED TO BE 19.97 FT. H (6.089 MH)
 NU1604'INSTEAD OF 20.58 FT. (6.273 M), MARK DOES NOT APPEAR TO HAVE BEEN
 NU1604'DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1387 ***********************************************************************
 QB1387  DESIGNATION -  COW
 QB1387  PID         -  QB1387
 QB1387  STATE/COUNTY-  ID/WASHINGTON
 QB1387  USGS QUAD   -  RUSH PEAK (1986)
 QB1387
 QB1387                         *CURRENT SURVEY CONTROL
 QB1387  ___________________________________________________________________
 QB1387* NAD 83(1992)-  44 44 06.18431(N)    116 40 35.59728(W)     ADJUSTED  
 QB1387* NAVD 88     -      2222.9    (meters)    7293.     (feet)  VERTCON   
 QB1387  ___________________________________________________________________
 QB1387  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 QB1387  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 QB1387
 QB1387  HORZ ORDER  -  THIRD
 QB1387
 QB1387.The horizontal coordinates were established by classical geodetic methods
 QB1387.and adjusted by the National Geodetic Survey in July 1992..
 QB1387
 QB1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1387
 QB1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1387
 QB1387.The geoid height was determined by GEOID03.
 QB1387
 QB1387;                    North         East     Units Scale Factor Converg.
 QB1387;SPC ID W     -   341,282.238   726,613.039   MT  0.99999954   -0 39 07.8
 QB1387;UTM  11      - 4,953,569.509   525,609.643   MT  0.99960806   +0 13 39.5
 QB1387
 QB1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1387!SPC ID W     -   0.99965402  x   0.99999954  =   0.99965356
 QB1387!UTM  11      -   0.99965402  x   0.99960806  =   0.99926222
 QB1387
 QB1387                          SUPERSEDED SURVEY CONTROL
 QB1387
 QB1387  NAD 83(1991)-  44 44 06.18531(N)    116 40 35.59680(W) AD(       ) 3
 QB1387  NGVD 29 (11/04/91) 2221.7    (m)         7289.     (f) VERT ANG       
 QB1387
 QB1387.Superseded values are not recommended for survey control.
 QB1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1387.See file dsdata.txt to determine how the superseded data were derived.
 QB1387
 QB1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK2561053570(NAD 83)
 QB1387_MARKER: DD = SURVEY DISK
 QB1387_SETTING: 80 = SET IN A BOULDER
 QB1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1387+STABILITY: SURFACE MOTION
 QB1387
 QB1387  HISTORY     - Date     Condition        Report By
 QB1387  HISTORY     - 1954     MONUMENTED       USGS
 QB1387
 QB1387                          STATION DESCRIPTION
 QB1387
 QB1387'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QB1387'LOCATED ABOUT 12.0 MI. DUE W. OF COUNCIL AND 5.0 MI. SE. OF U.S.
 QB1387'FOREST SERVICE BUCK PARK GUARD STATION, ON A BALD TOP OVERLOOKING
 QB1387'RUSH CREEK AT HEAD OF COW CREEK.
 QB1387'
 QB1387'TO REACH FROM EVERGREEN SERVICE STATION IN COUNCIL, DRIVE NW. ON
 QB1387'HORNET CREEK ROAD 14.3 MI. TO SIGN ON LEFT READING --HORNET
 QB1387'CREEK-CUDDY MTN RD BUCK PARK 12--, TURN LEFT OFF MAIN RD. AND PASS
 QB1387'THROUGH CATTLEGUARD AND CONTINUE W. FOR 7.8 MI. TO SIGN ON RIGHT
 QB1387'--CUDDY LOT--, CONTINUE ON MAIN TRAVELED RD. 1.5 MI. TO SIGN ON RIGHT
 QB1387'--SUMMERS GRAVE--, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED RD. 1.7
 QB1387'MI. TO Y-RD., TAKE LEFT FORK 1.7 MI. TO DIM RD. FORKS LEADING ALONG
 QB1387'W. SIDE OF HILL.  PACK SE. ALONG SW. SIDE OF RIDGE INTO SPARSELY
 QB1387'TIMBERED SADDLE, CONTINUE ALONG RIDGE FOR ABOUT 3.0 MI. TO DEEP
 QB1387'SADDLE, CROSS SADDLE STAYING ON CREST OF RIDGE FOR ABOUT 1.1 MI. TO
 QB1387'HIGHEST POINT AND STATION.  ABOUT 2-1/2 HR. HORSE PACK.
 QB1387'
 QB1387'STATION MARK--STANDARD TABLET STAMPED---COW 1954---, SET IN NATURALLY
 QB1387'EMBEDDED BOULDER.
 QB1387'
 QB1387'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 QB1387'1954---, SET IN NATURALLY EMBEDDED BOULDER, 39.18 FT. FROM STATION
 QB1387'MARK IN 44 DEGREES 25 MINUTES SE.
 QB1387'
 QB1387'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 QB1387'1954---, SET IN NATURALLY EMBEDDED BOULDER, 42.03 FT. FROM STATION
 QB1387'MARK 76 DEGREES 25 MINUTES SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0957 ***********************************************************************
 OY0957  DESIGNATION -  COX
 OY0957  PID         -  OY0957
 OY0957  STATE/COUNTY-  ID/BLAINE
 OY0957  USGS QUAD   -  ANTELOPE LAKE (1972)
 OY0957
 OY0957                         *CURRENT SURVEY CONTROL
 OY0957  ___________________________________________________________________
 OY0957* NAD 83(1992)-  43 12 37.96002(N)    113 13 45.90369(W)     ADJUSTED  
 OY0957* NAVD 88     -      1550.5    (meters)    5087.     (feet)  VERTCON   
 OY0957  ___________________________________________________________________
 OY0957  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 OY0957  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 OY0957
 OY0957  HORZ ORDER  -  THIRD
 OY0957
 OY0957.The horizontal coordinates were established by classical geodetic methods
 OY0957.and adjusted by the National Geodetic Survey in July 1992..
 OY0957
 OY0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0957
 OY0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0957
 OY0957.The geoid height was determined by GEOID03.
 OY0957
 OY0957;                    North         East     Units Scale Factor Converg.
 OY0957;SPC ID C     -   171,776.024   562,615.886   MT  0.99999558   +0 31 39.4
 OY0957;UTM  12      - 4,786,608.808   318,902.594   MT  1.00000345   -1 31 36.7
 OY0957
 OY0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0957!SPC ID C     -   0.99975893  x   0.99999558  =   0.99975451
 OY0957!UTM  12      -   0.99975893  x   1.00000345  =   0.99976238
 OY0957
 OY0957:                Primary Azimuth Mark                     Grid Az
 OY0957:SPC ID C     -  BIG BUTTE 3                              038 28 08.0
 OY0957:UTM  12      -  BIG BUTTE 3                              040 31 24.1
 OY0957
 OY0957|---------------------------------------------------------------------|
 OY0957| PID    Reference Object                     Distance      Geod. Az  |
 OY0957|                                                           dddmmss.s |
 OY0957| OY0948 BIG BUTTE 3                         APPROX.26.5 KM 0385947.4 |
 OY0957| CN4172 COX RM 1                              5.711 METERS 04711     |
 OY0957| CN4173 COX RM 2                              5.459 METERS 30552     |
 OY0957|---------------------------------------------------------------------|
 OY0957
 OY0957                          SUPERSEDED SURVEY CONTROL
 OY0957
 OY0957  NAD 83(1986)-  43 12 37.95429(N)    113 13 45.88550(W) AD(       ) 3
 OY0957  NAD 27      -  43 12 38.28510(N)    113 13 42.87365(W) AD(       ) 3
 OY0957  NGVD 29 (07/19/86) 1549.4    (m)         5083.     (f) VERT ANG       
 OY0957
 OY0957.Superseded values are not recommended for survey control.
 OY0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0957.See file dsdata.txt to determine how the superseded data were derived.
 OY0957
 OY0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN1890386609(NAD 83)
 OY0957_MARKER: DD = SURVEY DISK
 OY0957_SETTING: 66 = SET IN ROCK OUTCROP
 OY0957
 OY0957  HISTORY     - Date     Condition        Report By
 OY0957  HISTORY     - 1970     MONUMENTED       USGS
 OY0957
 OY0957                          STATION DESCRIPTION
 OY0957
 OY0957'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OY0957'RM 1 TO RM 2 NOT MEASURED.
 OY0957'
 OY0957'LOCATED ABOUT 26.0 MI (AIRLINE) SW. OF BIG SOUTHERN BUTTE.  ABOUT
 OY0957'25 MI SE. OF FISSURE BUTTE.  ABOUT 0.5 MI S. OF COX WELL AIRSTRIP.
 OY0957'
 OY0957'TO REACH FROM THE POST OFFICE IN ATOMIC CITY GO S. 0.2 MI TO
 OY0957'T-RD. W.  TURN RIGHT FOR 4.2 MI TO RR. X-ING.  CONTINUE STRAIGHT
 OY0957'AHEAD FOR 6.4 MI TO AZIMUTH MARK FOR BIG BUTTE ON LEFT
 OY0957'(S.).  CONTINUE FOR 3.5 MI TO RD. FK. AND SIGN (COX WELL).
 OY0957'CONTINUE STRAIGHT AHEAD FOR 1.2 MI TO RD. FK.  TAKE LEFT FORK FOR
 OY0957'2.3 MI TO RD. FK.  TAKE RIGHT FORK (W.) FOR 3.2 MI TO T-RD. FK.
 OY0957'CONTINUE STRAIGHT AHEAD FOR 5.0 MI TO Y-RD. FK.  CONTINUE
 OY0957'STRAIGHT AHEAD FOR 0.9 MI TO T-RD. FK. AND SIGN POINTING E. TO COX
 OY0957'SPRING.  CONTINUE STRAIGHT AHEAD (S.) FOR 3.5 MI TO WEST END OF
 OY0957'COX WELL AIRSTRIP.  CONTINUE S. ALONG RD. FOR 0.6 MI
 OY0957'TO CURVE IN RD. AND SMALL TOP.  STATION IS 150 FT N. OF RD.
 OY0957'
 OY0957'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED COX 1970
 OY0957'CEMENTED IN ROCK.
 OY0957'
 OY0957'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 OY0957'STAMPED NO 1 1970 CEMENTED IN ROCK, 0.2 FT BELOW STATION MARK.
 OY0957'
 OY0957'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 OY0957'NO 2 1970 CEMENTED IN ROCK, 0.3 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0859 ***********************************************************************
 OZ0859  DESIGNATION -  COYOTE
 OZ0859  PID         -  OZ0859
 OZ0859  STATE/COUNTY-  ID/ELMORE
 OZ0859  USGS QUAD   -  GOODMAN FLAT (1986)
 OZ0859
 OZ0859                         *CURRENT SURVEY CONTROL
 OZ0859  ___________________________________________________________________
 OZ0859* NAD 83(1992)-  43 11 33.19246(N)    115 16 05.87468(W)     ADJUSTED  
 OZ0859* NAVD 88     -      1981.4    (meters)    6501.     (feet)  VERTCON   
 OZ0859  ___________________________________________________________________
 OZ0859  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 OZ0859  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 OZ0859
 OZ0859  HORZ ORDER  -  THIRD
 OZ0859
 OZ0859.The horizontal coordinates were established by classical geodetic methods
 OZ0859.and adjusted by the National Geodetic Survey in July 1992..
 OZ0859
 OZ0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0859
 OZ0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0859
 OZ0859.The geoid height was determined by GEOID03.
 OZ0859
 OZ0859;                    North         East     Units Scale Factor Converg.
 OZ0859;SPC ID W     -   169,599.358   839,152.949   MT  0.99995218   +0 19 46.9
 OZ0859;UTM  11      - 4,783,653.521   640,707.966   MT  0.99984356   +1 11 07.7
 OZ0859
 OZ0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0859!SPC ID W     -   0.99969172  x   0.99995218  =   0.99964392
 OZ0859!UTM  11      -   0.99969172  x   0.99984356  =   0.99953533
 OZ0859
 OZ0859:                Primary Azimuth Mark                     Grid Az
 OZ0859:SPC ID W     -  BIG                                      056 50 35.8
 OZ0859:UTM  11      -  BIG                                      055 59 15.0
 OZ0859
 OZ0859|---------------------------------------------------------------------|
 OZ0859| PID    Reference Object                     Distance      Geod. Az  |
 OZ0859|                                                           dddmmss.s |
 OZ0859| OZ0851 BIG                                 APPROX. 6.7 KM 0571022.7 |
 OZ0859|---------------------------------------------------------------------|
 OZ0859
 OZ0859                          SUPERSEDED SURVEY CONTROL
 OZ0859
 OZ0859  NAD 83(1986)-  43 11 33.19315(N)    115 16 05.87164(W) AD(       ) 3
 OZ0859  NGVD 29 (01/23/89) 1980.3    (m)         6497.     (f) VERT ANG       
 OZ0859
 OZ0859.Superseded values are not recommended for survey control.
 OZ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0859.See file dsdata.txt to determine how the superseded data were derived.
 OZ0859
 OZ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4070883654(NAD 83)
 OZ0859_MARKER: DD = SURVEY DISK
 OZ0859_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0859_SP_SET: SET IN ROCK OUTCROP
 OZ0859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0859+STABILITY: POSITION/ELEVATION WELL
 OZ0859
 OZ0859  HISTORY     - Date     Condition        Report By
 OZ0859  HISTORY     - 1957     MONUMENTED       USGS
 OZ0859
 OZ0859                          STATION DESCRIPTION
 OZ0859
 OZ0859'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OZ0859'LOCATED ABOUT 16 MI. N. OF GLENNS FERRY, 4 MI. E. OF LITTLE CANYON
 OZ0859'CREEK, AND 2.5 MI. W. OF KING HILL CREEK, ON A PROMINENT, SHARP PEAK.
 OZ0859'A CAIRN ON THE HIGHEST POINT IS 6.7 FT. W. OF STATION.
 OZ0859'
 OZ0859'TO REACH FROM GLENNS FERRY POST OFFICE, DRIVE W. FOR 0.4 MI., TURN
 OZ0859'RIGHT ACROSS HIGHWAY AND CONTINUE ALONG PAVED RD. 4.6 MI. TO RD.
 OZ0859'FORKS, TURN RIGHT AND CONTINUE N. ALONG GRADED RD. 20.4 MI. TO RD.
 OZ0859'FORKS, TAKE RIGHT FORK AND CONTINUE ALONG GRADED RD. 3.7 MI. TO TRACK
 OZ0859'RD. RIGHT AND A WIRE GATE, TURN RIGHT THROUGH GATE 1.8 MI. TO WHERE
 OZ0859'RD. FORDS A CREEK, CONTINUE STRAIGHT AHEAD 0.3 MI. TO RD. FORKS AT
 OZ0859'CABIN, TAKE RIGHT FORK 0.4 MI. TO DIM RD. FORKS, TAKE LEFT FORK 0.2
 OZ0859'MI. TO A SADDLE, CONTINUE STRAIGHT AHEAD DOWNHILL FOR 0.1 MI. TO A
 OZ0859'CLEARING, TURN LEFT ACROSS CLEARING TO BASE OF HILL.  LEAVE TRUCK AND
 OZ0859'CLIMB E. TO TOP OF RIDGE, THENCE TURN RIGHT AND WALK SE. ALONG RIDGE
 OZ0859'TO TOP AND STATION.  ABOUT A 1-HOUR PACK.
 OZ0859'
 OZ0859'STATION MARK--STANDARD USGS TABLET STAMPED---COYOTE 1957---, CEMENTED
 OZ0859'IN ROCK.
 OZ0859'
 OZ0859'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 OZ0859'---NO 1 1957---, CEMENTED IN ROCK, 35.16 FT. FROM STATION MARK,
 OZ0859'N 36 DEG 18 MIN E.
 OZ0859'
 OZ0859'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 OZ0859'---NO 2 1957---, CEMENTED IN ROCK, 24.61 FT. FROM STATION MARK,
 OZ0859'S 46 DEG 11 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0377 ***********************************************************************
 NW0377  DESIGNATION -  COYOTE RIM
 NW0377  PID         -  NW0377
 NW0377  STATE/COUNTY-  ID/OWYHEE
 NW0377  USGS QUAD   -  PIUTE BASIN EAST (1973)
 NW0377
 NW0377                         *CURRENT SURVEY CONTROL
 NW0377  ___________________________________________________________________
 NW0377* NAD 83(1992)-  42 12 22.51865(N)    116 33 37.86217(W)     ADJUSTED  
 NW0377* NAVD 88     -      1606.8    (meters)    5272.     (feet)  VERTCON   
 NW0377  ___________________________________________________________________
 NW0377  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 NW0377  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 NW0377
 NW0377  HORZ ORDER  -  FIRST
 NW0377
 NW0377.The horizontal coordinates were established by classical geodetic methods
 NW0377.and adjusted by the National Geodetic Survey in July 1992..
 NW0377
 NW0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0377
 NW0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0377
 NW0377.The geoid height was determined by GEOID03.
 NW0377
 NW0377;                    North         East     Units Scale Factor Converg.
 NW0377;SPC ID W     -    60,247.253   733,069.557   MT  0.99998843   -0 32 40.3
 NW0377;UTM  11      - 4,672,770.388   536,279.177   MT  0.99961619   +0 17 42.9
 NW0377
 NW0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0377!SPC ID W     -   0.99975075  x   0.99998843  =   0.99973918
 NW0377!UTM  11      -   0.99975075  x   0.99961619  =   0.99936703
 NW0377
 NW0377:                Primary Azimuth Mark                     Grid Az
 NW0377:SPC ID W     -  COYOTE RIM AZ MK                         018 19 01.4
 NW0377:UTM  11      -  COYOTE RIM AZ MK                         017 28 38.2
 NW0377
 NW0377|---------------------------------------------------------------------|
 NW0377| PID    Reference Object                     Distance      Geod. Az  |
 NW0377|                                                           dddmmss.s |
 NW0377| CD4935 COYOTE RIM AZ MK                                   0174621.1 |
 NW0377| CD4936 COYOTE RIM RM 1                       5.890 METERS 08902     |
 NW0377| CD4937 COYOTE RIM RM 2                       7.971 METERS 20954     |
 NW0377| NW0376 CAIRN D                               3.750 METERS 31740     |
 NW0377| NW0391 CASTLE                              APPROX.32.7 KM 3183408.1 |
 NW0377|---------------------------------------------------------------------|
 NW0377
 NW0377                          SUPERSEDED SURVEY CONTROL
 NW0377
 NW0377  NAD 83(1991)-  42 12 22.51972(N)    116 33 37.86157(W) AD(       ) 1
 NW0377  NAD 83(1986)-  42 12 22.52026(N)    116 33 37.86157(W) AD(       ) 1
 NW0377  NAD 27      -  42 12 22.90300(N)    116 33 34.43700(W) AD(       ) 1
 NW0377  NGVD 29 (07/19/86) 1605.7    (m)         5268.     (f) VERT ANG       
 NW0377
 NW0377.Superseded values are not recommended for survey control.
 NW0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0377.See file dsdata.txt to determine how the superseded data were derived.
 NW0377
 NW0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG3627972770(NAD 83)
 NW0377_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0377_SETTING: 80 = SET IN A BOULDER
 NW0377_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0377
 NW0377  HISTORY     - Date     Condition        Report By
 NW0377  HISTORY     - 1956     MONUMENTED       CGS
 NW0377  HISTORY     - 1972     SEE DESCRIPTION  USGS
 NW0377
 NW0377                          STATION DESCRIPTION
 NW0377
 NW0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0377'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF A FLAT-TOPPED,
 NW0377'RIM-ROCK BUTTE THAT IS LOCALLY KNOWN AS COYOTE RIM.  IT IS 30
 NW0377'MILES, AIR LINE, NORTHWEST OF OWYHEE, NEVADA, 26 MILES, AIR LINE,
 NW0377'NORTHEAST OF THE JUNCTION OF THE OREGON, IDAHO AND NEVADA STATE
 NW0377'LINES, 14 MILES, AIR LINE, NORTH OF THE IDAHO-NEVADA STATE
 NW0377'LINE, AND 1-1/4 MILES, AIR LINE, SOUTH OF THE SOUTH FORK OF
 NW0377'THE OWYHEE RIVER.
 NW0377'
 NW0377'TO REACH THE STATION FROM THE POST OFFICE IN OWYHEE, NEVADA,
 NW0377'GO SOUTH ON STATE HIGHWAY 43 FOR 0.4 MILE TO A GRAVELED ROAD
 NW0377'RIGHT.  TURN RIGHT, WEST, AND GO 1.9 MILES TO A CROSSROAD.
 NW0377'TURN RIGHT AND FOLLOW THE GRAVELED ROAD NORTH AND WEST FOR
 NW0377'4.8 MILES TO A T-INTERSECTION.  TURN LEFT AND FOLLOW THE GRAVELED
 NW0377'ROAD WEST AND NORTH FOR 4.5 MILES TO A CROSSROAD AND GATE
 NW0377'ON LEFT.  TURN LEFT, WEST, PASS THROUGH THE GATE, AND FOLLOW
 NW0377'THE TRACK ROAD FOR 1.3 MILES TO A REVERSE Y.  CONTINUE
 NW0377'STRAIGHT AHEAD FOR 0.6 MILE TO A FORK.  TAKE THE LEFT FORK,
 NW0377'WEST, PASSING AROUND THE SOUTH END OF A FLAT, FOR 0.3
 NW0377'MILE TO A FORK.  TAKE THE LEFT FORK, WEST, UP ONTO RIM,
 NW0377'FOR 1.6 MILES TO A GATE.  PASS THROUGH THE GATE AND GO 0.2
 NW0377'MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE TRACK
 NW0377'ROAD WESTERLY FOR 6.1 MILES TO A GATE.  PASS THROUGH THE
 NW0377'GATE AND CONTINUE WESTERLY FOR 1.4 MILES TO A FORK.  TAKE THE
 NW0377'RIGHT FORK AND GO 4.1 MILES TO A FORK AT A CABIN AND
 NW0377'WINDMILL.  TAKE THE RIGHT FORK AND GO NORTHERLY FOR 1.5
 NW0377'MILES TO A GATE.  PASS THROUGH THE GATE AND GO 0.2 MILE TO A
 NW0377'DIM FORK.  TAKE THE LEFT FORK, MAIN ROAD, NORTH AND WEST
 NW0377'ONTO RIM, FOR 5.4 MILES TO A GATE.  PASS THROUGH THE GATE AND
 NW0377'FOLLOW THE ROAD NORTHWESTERLY FOR 1.7 MILES TO A GATE.
 NW0377'PASS THROUGH THE GATE AND GO 2.0 MILES TO WHERE THE ROAD
 NW0377'STARTS DOWN OFF OF RIM.  CONTINUE ON THE ROAD FOR 1.9
 NW0377'MILES TO THE AZIMUTH MARK ON THE RIGHT.  TURN SHARP LEFT AND
 NW0377'DRIVE ACROSS COUNTRY SOUTH-SOUTHWESTERLY TOWARD THE BUTTE FOR
 NW0377'0.5 MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTH-SOUTHWEST UP
 NW0377'SLOPE TO SUMMIT OF BUTTE AND STATION.  THIS IS A 10-MINUTE PACK.
 NW0377'
 NW0377'THE STATION MARK, A STANDARD DISK STAMPED COYOTE RIM 1956,
 NW0377'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 NW0377'ABOVE THE GROUND.
 NW0377'
 NW0377'REFERENCE MARK 1, A STANDARD DISK STAMPED COYOTE RIM NO 1 1956,
 NW0377'IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8 INCHES
 NW0377'ABOVE THE GROUND.  IT IS APPROXIMATELY THE SAME ELEVATION
 NW0377'AS THE STATION MARK.
 NW0377'
 NW0377'REFERENCE MARK 2, A STANDARD DISK STAMPED COYOTE RIM NO 2 1956,
 NW0377'IS SET IN A DRILL HOLE IN A BOULDER THAT IS 8 INCHES EAST OF
 NW0377'THE EDGE OF THE RIMROCK.  IT IS APPROXIMATELY 1 FOOT HIGHER
 NW0377'THAN THE STATION MARK.
 NW0377'
 NW0377'THE AZIMUTH MARK, A STANDARD DISK STAMPED COYOTE RIM 1956, IS
 NW0377'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2 INCHES ABOVE
 NW0377'THE GROUND.  IT IS 6 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD
 NW0377'AND 1 FOOT NORTH OF A WHITE WITNESS POST.
 NW0377'
 NW0377'THE CAIRN AT THE STATION IS ABOUT 5 FEET HIGH AND SETS ON THE
 NW0377'EDGE OF THE RIMROCK.
 NW0377
 NW0377                          STATION RECOVERY (1972)
 NW0377
 NW0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NW0377'INSTRUMENT STAND 4.6 FT ABOVE STATION MARK.
 NW0377'
 NW0377'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 NW0377'42 116 3, STATION 1005.  ALL MARKS IN GOOD CONDITION.  NEW TO
 NW0377'REACH FOLLOWS--
 NW0377'
 NW0377'TO REACH FROM OWYHEE DRIVE N. ALONG HWY. FOR 3.4 MI TO T-RD.
 NW0377'TURN LEFT, W., 2.7 MI TO RD. FORK.  TAKE RIGHT FORK 3.5 MI TO
 NW0377'A T-RD..  TURN LEFT, W., 1.2 MI TO RD. FORK.  TAKE LEFT FORK
 NW0377'8.4 MI OVER TOP OF HIGH RIM AREA TO WEST BOUNDARY GATE OF DUCK
 NW0377'VALLEY INDIAN RESERVATION.  PASS THROUGH GATE FOLLOWING MAIN
 NW0377'RD. NW. 5.8 MI TO GATE IN E.-W. FENCE.  PASS THROUGH GATE AND
 NW0377'FOLLOW MAIN RD. 6.1 MI W. AND NW. TO A NATURAL GAS PIPELINE
 NW0377'PUMPING STATION NEAR SOUTH RIM OF OWYHEE RIVER CANYON.  PASS
 NW0377'ALONG SOUTH SIDE OF PUMPING STATION FENCE FOLLOWING
 NW0377'MAIN-TRAVELED RD. 3.3 MI TO A RD. FORK ABOUT 0.1 MI E. OF, AND
 NW0377'BELOW PROMINENT RIM.  TAKE LEFT FORK 1.1 MI TO A POINT DUE E.
 NW0377'OF A LONE BUTTE.  TURN LEFT 0.3 MI ACROSS COUNTRY TOWARD BUTTE
 NW0377'AND BOULDER FIELD AND END OF TRUCK TRAVEL.  PACK W. UP OVER
 NW0377'RIM AND ACROSS TOP TO STATION AND CAIRN.  (A 5-MINUTE
 NW0377'PACK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0864 ***********************************************************************
 OY0864  DESIGNATION -  CRACK
 OY0864  PID         -  OY0864
 OY0864  STATE/COUNTY-  ID/BONNEVILLE
 OY0864  USGS QUAD   -  MORGANS PASTURE NE (1964)
 OY0864
 OY0864                         *CURRENT SURVEY CONTROL
 OY0864  ___________________________________________________________________
 OY0864* NAD 83(1992)-  43 29 46.84981(N)    112 16 40.74033(W)     ADJUSTED  
 OY0864* NAVD 88     -      1498.9    (meters)    4918.     (feet)  VERTCON   
 OY0864  ___________________________________________________________________
 OY0864  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 OY0864  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 OY0864
 OY0864  HORZ ORDER  -  THIRD
 OY0864
 OY0864.The horizontal coordinates were established by classical geodetic methods
 OY0864.and adjusted by the National Geodetic Survey in July 1992..
 OY0864
 OY0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0864
 OY0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0864
 OY0864.The geoid height was determined by GEOID03.
 OY0864
 OY0864;                    North         East     Units Scale Factor Converg.
 OY0864;SPC ID E     -   203,244.643   190,997.001   MT  0.99994837   -0 04 35.8
 OY0864;UTM  12      - 4,816,728.929   396,675.596   MT  0.99973132   -0 52 47.0
 OY0864
 OY0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0864!SPC ID E     -   0.99976688  x   0.99994837  =   0.99971527
 OY0864!UTM  12      -   0.99976688  x   0.99973132  =   0.99949827
 OY0864
 OY0864:                Primary Azimuth Mark                     Grid Az
 OY0864:SPC ID E     -  CAIRN                                    059 55 21.4
 OY0864:UTM  12      -  CAIRN                                    060 43 32.6
 OY0864
 OY0864|---------------------------------------------------------------------|
 OY0864| PID    Reference Object                     Distance      Geod. Az  |
 OY0864|                                                           dddmmss.s |
 OY0864| OY0799 CAIRN                               APPROX. 7.0 KM 0595045.6 |
 OY0864|---------------------------------------------------------------------|
 OY0864
 OY0864                          SUPERSEDED SURVEY CONTROL
 OY0864
 OY0864  NAD 83(1986)-  43 29 46.84270(N)    112 16 40.72721(W) AD(       ) 3
 OY0864  NAD 27      -  43 29 47.15299(N)    112 16 37.81217(W) AD(       ) 3
 OY0864  NGVD 29 (07/19/86) 1497.8    (m)         4914.     (f) VERT ANG       
 OY0864
 OY0864.Superseded values are not recommended for survey control.
 OY0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0864.See file dsdata.txt to determine how the superseded data were derived.
 OY0864
 OY0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP9667616729(NAD 83)
 OY0864_MARKER: DD = SURVEY DISK
 OY0864_SETTING: 66 = SET IN ROCK OUTCROP
 OY0864_SP_SET: SET IN BEDROCK
 OY0864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0864+STABILITY: POSITION/ELEVATION WELL
 OY0864
 OY0864  HISTORY     - Date     Condition        Report By
 OY0864  HISTORY     - 1947     MONUMENTED       USGS
 OY0864
 OY0864                          STATION DESCRIPTION
 OY0864
 OY0864'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OY0864'LOCATED ABOUT 12.0 MI. (AIRLINE DISTANCE) W. OF IDAHO FALLS, ON N.
 OY0864'EDGE OF LAVA BEDS.
 OY0864'
 OY0864'TO REACH FROM SNAKE RIVER BRIDGE ON U.S. HIGHWAY NO. IDAHO FALLS,
 OY0864'DRIVE W. ON HARD SURFACED RD. FOR 6.1 MI. (HARD SURFACE CHANGES TO
 OY0864'GRAVEL AT 5.0 MI.) TO T-RD. INTERSECTION, TURN RIGHT AND DRIVE N. ON
 OY0864'DIRT RD. FOR 0.4 MI. TO TRAIL LEADING W., TURN LEFT AND FOLLOW TRAIL
 OY0864'W. FOR 0.35 MI. TO DIM TRAIL LEADING S. ALONG POWER LINE, FOLLOW DIM
 OY0864'TRAIL S. FOR 0.4 MI. TO BETTER TRAIL LEADING W., TURN RIGHT AND FOLLOW
 OY0864'MAIN TRAIL WESTWARD FOR 5.9 MI. TO POINT WHERE TRAIL CURVES AROUND A
 OY0864'PROJECTION OF THE LAVA BEDS.  STATION IS ON TOP OF LAVA BED ABOUT
 OY0864'160 FT. SW. OF THIS POINT.
 OY0864'
 OY0864'STATION MARK--STANDARD TABLET STAMPED---CRACK 1947---, CEMENTED IN
 OY0864'LAVA BEDROCK.
 OY0864'
 OY0864'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OY0864'---NO 1---, CEMENTED IN LAVA BEDROCK, 45.8 FT. FROM STATION MARK,
 OY0864'N 85 DEG 48 MIN W.
 OY0864'
 OY0864'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OY0864'---NO 2---, CEMENTED IN LAVA BEDROCK, 45.1 FT. FROM STATION MARK,
 OY0864'N 30 DEG 17 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0939 ***********************************************************************
 RY0939  DESIGNATION -  CRAG
 RY0939  PID         -  RY0939
 RY0939  STATE/COUNTY-  ID/IDAHO
 RY0939  USGS QUAD   -  FENN MOUNTAIN (1995)
 RY0939
 RY0939                         *CURRENT SURVEY CONTROL
 RY0939  ___________________________________________________________________
 RY0939* NAD 83(1992)-  46 10 38.09838(N)    115 12 16.43724(W)     ADJUSTED  
 RY0939* NAVD 88     -      2446.2    (meters)    8026.     (feet)  VERTCON   
 RY0939  ___________________________________________________________________
 RY0939  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 RY0939  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 RY0939
 RY0939  HORZ ORDER  -  THIRD
 RY0939
 RY0939.The horizontal coordinates were established by classical geodetic methods
 RY0939.and adjusted by the National Geodetic Survey in July 1992..
 RY0939
 RY0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0939
 RY0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0939
 RY0939.The geoid height was determined by GEOID03.
 RY0939
 RY0939;                    North         East     Units Scale Factor Converg.
 RY0939;SPC ID W     -   501,285.437   842,113.176   MT  0.99995513   +0 23 36.7
 RY0939;UTM  11      - 5,115,308.234   638,579.125   MT  0.99983608   +1 17 44.1
 RY0939
 RY0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0939!SPC ID W     -   0.99961906  x   0.99995513  =   0.99957421
 RY0939!UTM  11      -   0.99961906  x   0.99983608  =   0.99945520
 RY0939
 RY0939:                Primary Azimuth Mark                     Grid Az
 RY0939:SPC ID W     -  BIG ROCK                                 075 06 43.9
 RY0939:UTM  11      -  BIG ROCK                                 074 12 36.5
 RY0939
 RY0939|---------------------------------------------------------------------|
 RY0939| PID    Reference Object                     Distance      Geod. Az  |
 RY0939|                                                           dddmmss.s |
 RY0939| RY0934 BIG ROCK                            APPROX.13.1 KM 0753020.6 |
 RY0939| CH7170 CRAG RM 2                             2.408 METERS 12347     |
 RY0939| CH7169 CRAG RM 1                             1.993 METERS 26157     |
 RY0939|---------------------------------------------------------------------|
 RY0939
 RY0939                          SUPERSEDED SURVEY CONTROL
 RY0939
 RY0939  NAD 83(1986)-  46 10 38.10422(N)    115 12 16.43419(W) AD(       ) 3
 RY0939  NAD 27      -  46 10 38.41200(N)    115 12 12.98860(W) AD(       ) 3
 RY0939  NGVD 29 (07/19/86) 2444.8    (m)         8021.     (f) VERT ANG       
 RY0939
 RY0939.Superseded values are not recommended for survey control.
 RY0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0939.See file dsdata.txt to determine how the superseded data were derived.
 RY0939
 RY0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM3857915308(NAD 83)
 RY0939_MARKER: DD = SURVEY DISK
 RY0939_SETTING: 80 = SET IN A BOULDER
 RY0939_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RY0939
 RY0939  HISTORY     - Date     Condition        Report By
 RY0939  HISTORY     - 1965     MONUMENTED       USGS
 RY0939
 RY0939                          STATION DESCRIPTION
 RY0939
 RY0939'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RY0939'LOCATED ABOUT 19.1 MI E. OF LOWELL, 12.8 MI SE. OF LOCHSA
 RY0939'STATION, 10 MI NE. OF SELWAY FALLS GUARD STATION.  ON HIGHEST
 RY0939'POINT OF CRAG MTN.
 RY0939'
 RY0939'REACHED BY HELICOPTER.
 RY0939'
 RY0939'STATION MARK--STANDARD TABLET STAMPED---CRAG 1965---, SET IN ROCK
 RY0939'PROJECTING ABOUT 2 FT.
 RY0939'
 RY0939'RM 1--3/4-INCH DRILL HOLE IN FLAT ROCK ABOUT 2 FT LOWER.
 RY0939'
 RY0939'RM 2--COPPER NAIL AND WASHER DRIVEN IN CRACK OF POINTED ROCK
 RY0939'ABOUT 3 FT LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1293 ***********************************************************************
 QB1293  DESIGNATION -  CRAIG
 QB1293  PID         -  QB1293
 QB1293  STATE/COUNTY-  ID/WASHINGTON
 QB1293  USGS QUAD   -  CRANE CREEK RESERVOIR (1986)
 QB1293
 QB1293                         *CURRENT SURVEY CONTROL
 QB1293  ___________________________________________________________________
 QB1293* NAD 83(1992)-  44 15 45.46940(N)    116 31 53.93303(W)     ADJUSTED  
 QB1293* NAVD 88     -      1147.1    (meters)    3763.     (feet)  VERTCON   
 QB1293  ___________________________________________________________________
 QB1293  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 QB1293  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 QB1293
 QB1293  HORZ ORDER  -  SECOND
 QB1293
 QB1293.The horizontal coordinates were established by classical geodetic methods
 QB1293.and adjusted by the National Geodetic Survey in July 1992..
 QB1293
 QB1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1293
 QB1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1293
 QB1293.The geoid height was determined by GEOID03.
 QB1293
 QB1293;                    North         East     Units Scale Factor Converg.
 QB1293;SPC ID W     -   288,668.879   737,588.300   MT  0.99998122   -0 32 44.0
 QB1293;UTM  11      - 4,901,149.935   537,383.679   MT  0.99961719   +0 19 36.8
 QB1293
 QB1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1293!SPC ID W     -   0.99982275  x   0.99998122  =   0.99980397
 QB1293!UTM  11      -   0.99982275  x   0.99961719  =   0.99944000
 QB1293
 QB1293:                Primary Azimuth Mark                     Grid Az
 QB1293:SPC ID W     -  CRAIG AZ MK                              056 27 58.7
 QB1293:UTM  11      -  CRAIG AZ MK                              055 35 37.9
 QB1293
 QB1293|---------------------------------------------------------------------|
 QB1293| PID    Reference Object                     Distance      Geod. Az  |
 QB1293|                                                           dddmmss.s |
 QB1293| CD4938 CRAIG AZ MK                                        0555514.7 |
 QB1293| CD4939 CRAIG RM 1                           22.372 METERS 06102     |
 QB1293| CD4940 CRAIG RM 2                           27.509 METERS 15556     |
 QB1293| QB1290 SQUAW BUTTE LOOKOUT HOUSE           APPROX.30.4 KM 1612934.2 |
 QB1293|---------------------------------------------------------------------|
 QB1293
 QB1293                          SUPERSEDED SURVEY CONTROL
 QB1293
 QB1293  NAD 83(1986)-  44 15 45.46910(N)    116 31 53.93171(W) AD(       ) 2
 QB1293  NAD 27      -  44 15 45.87119(N)    116 31 50.40638(W) AD(       ) 2
 QB1293  NGVD 29 (07/19/86) 1146.0    (m)         3760.     (f) VERT ANG       
 QB1293
 QB1293.Superseded values are not recommended for survey control.
 QB1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1293.See file dsdata.txt to determine how the superseded data were derived.
 QB1293
 QB1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK3738401150(NAD 83)
 QB1293_MARKER: DS = TRIANGULATION STATION DISK
 QB1293_SETTING: 80 = SET IN A BOULDER
 QB1293_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QB1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1293+STABILITY: SURFACE MOTION
 QB1293
 QB1293  HISTORY     - Date     Condition        Report By
 QB1293  HISTORY     - 1959     MONUMENTED       CGS
 QB1293  HISTORY     - 1970     GOOD             USGS
 QB1293  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QB1293
 QB1293                          STATION DESCRIPTION
 QB1293
 QB1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QB1293'THE STATION IS LOCATED, AIRLINE, ABOUT 27 MILES NORTH OF EMMETT,
 QB1293'22 MILES EAST OF WEISER, 4 MILES SOUTH-SOUTHEAST OF SOUTH
 QB1293'CRANE SCHOOL AND 1 MILE WEST OF THE ROAD LEADING NORTH FROM
 QB1293'EMMETT TO COUNCIL.  IT IS ON THE HIGHEST POINT OF AN ISOLATED
 QB1293'RIDGE THAT RUNS NORTHWEST AND SOUTHEAST AND IS ABOUT 2 MILES
 QB1293'SOUTH OF A MORE PROMINENT HILL.
 QB1293'
 QB1293'TO REACH FROM THE POST OFFICE IN EMMETT, GO SOUTH ON N. HAYS
 QB1293'AVE. FOR 0.05 MILE TO MAIN STREET.  TURN RIGHT, ON MAIN STREET,
 QB1293'AND GO WEST FOR 0.05 MILE TO STATE HIGHWAY 52.  TURN RIGHT,
 QB1293'ON STATE HIGHWAY 52, AND GO NORTH FOR 2.2 MILES TO A ROAD
 QB1293'INTERSECTION AND A RIGHT TURN OF THE HIGHWAY, CONTINUE STRAIGHT
 QB1293'AHEAD, NORTH, AND FOLLOW THE MAIN ROAD FOR 4.25 MILES TO A SIDE
 QB1293'ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, NORTH, AND GO
 QB1293'ON THE MAIN ROAD FOR 3.3 MILES TO A FORK.  KEEP THE RIGHT
 QB1293'FORK, STRAIGHT AHEAD, AND CONTINUE ON THE MAIN ROAD FOR 5.45
 QB1293'MILES TO A FORK, JUST AFTER CROSSING WILLOW CREEK.  KEEP
 QB1293'THE LEFT FORK AND CONTINUE NORTH FOR 12.9 MILES TO THE
 QB1293'NORTHEAST CORNER OF A FENCE ON THE LEFT.  CONTINUE NORTH ON
 QB1293'THE ROAD FOR 0.4 MILE TO A REVERSE ROAD FORK ON THE LEFT.
 QB1293'CONTINUE NORTH ON THE ROAD FOR 0.35 MILE TO A KNOLL ON THE
 QB1293'LEFT.  TURN LEFT, WEST, OFF THE ROAD AND GO CROSS COUNTRY FOR
 QB1293'0.25 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 QB1293'WEST, ON A RIDGE FOR 1.05 MILE TO A LARGE BOULDER AND THE
 QB1293'AZIMUTH MARK.  CONTINUE UP THE RIDGE, WESTERLY, FOR 0.5 MILE
 QB1293'TO THE HIGHEST POINT AND THE STATION.  NOTE--THIS IS A
 QB1293'4-WHEEL DRIVE.
 QB1293'
 QB1293'THE STATION MARK, STAMPED CRAIG 1959, IS A STANDARD DISK
 QB1293'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3 FEET
 QB1293'BY 2 FEET AND PROJECTS ABOUT 6-INCHES ABOVE THE GROUND.  IT IS
 QB1293'6.1 FEET NORTH OF A WITNESS POST.
 QB1293'
 QB1293'REFERENCE MARK NUMBER ONE, STAMPED CRAIG NO 1 1959, IS A STANDARD
 QB1293'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3
 QB1293'FEET BY 2 FEET AND PROJECTS ABOUT 2 FEET.  IT IS ABOUT 4 FEET
 QB1293'LOWER THAN THE STATION.
 QB1293'
 QB1293'REFERENCE MARK NUMBER TWO, STAMPED CRAIG NO 2 1959, IS A STANDARD
 QB1293'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 1
 QB1293'FOOT SQUARE AND PROJECTS ABOUT 1 FOOT.  IT IS ABOUT 2 FEET
 QB1293'LOWER THAN THE STATION.
 QB1293'
 QB1293'THE AZIMUTH MARK, STAMPED CRAIG 1959, IS A STANDARD DISK
 QB1293'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT
 QB1293'10 FEET BY 15 FEET AND PROJECTS ABOUT 6 FEET ABOVE THE GROUND.
 QB1293'IT IS 3 FEET NORTHWEST OF A SMALL CAIRN.
 QB1293
 QB1293                          STATION RECOVERY (1970)
 QB1293
 QB1293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QB1293'DESCRIPTION AND POSITION LISTED IN NGS QUAD 44116-3, STATION 1003.
 QB1293'
 QB1293'STATION MARK--A STANDARD DISK STAMPED---CRAIG 1959---, CEMENTED IN
 QB1293'A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3 FEET BY 2 FEET AND
 QB1293'PROJECTS ABOUT 6-INCHES ABOVE THE GROUND.
 QB1293
 QB1293                          STATION RECOVERY (1977)
 QB1293
 QB1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JJP)
 QB1293'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 QB1293'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  ABOUT HALF THE
 QB1293'MORTAR AROUND THE STATION DISK IS GONE.  THE SMALL CAIRN REPORTED
 QB1293'TO BE 3 FT FROM THE AZIMUTH MARK IN 1959 IS NO LONGER EVIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1796 ***********************************************************************
 RZ1796  DESIGNATION -  CRAIG
 RZ1796  PID         -  RZ1796
 RZ1796  STATE/COUNTY-  ID/LEWIS
 RZ1796  USGS QUAD   -  FLETCHER (1967)
 RZ1796
 RZ1796                         *CURRENT SURVEY CONTROL
 RZ1796  ___________________________________________________________________
 RZ1796* NAD 83(1992)-  46 16 19.33406(N)    116 27 09.11550(W)     ADJUSTED  
 RZ1796* NAVD 88     -      1133.1    (meters)    3718.     (feet)  VERTCON   
 RZ1796  ___________________________________________________________________
 RZ1796  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 RZ1796  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 RZ1796
 RZ1796  HORZ ORDER  -  THIRD
 RZ1796
 RZ1796.The horizontal coordinates were established by classical geodetic methods
 RZ1796.and adjusted by the National Geodetic Survey in July 1992..
 RZ1796
 RZ1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1796
 RZ1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1796
 RZ1796.The geoid height was determined by GEOID03.
 RZ1796
 RZ1796;                    North         East     Units Scale Factor Converg.
 RZ1796;SPC ID W     -   511,916.205   745,850.531   MT  0.99996936   -0 30 27.7
 RZ1796;UTM  11      - 5,124,419.054   542,183.450   MT  0.99962187   +0 23 44.2
 RZ1796
 RZ1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1796!SPC ID W     -   0.99982506  x   0.99996936  =   0.99979443
 RZ1796!UTM  11      -   0.99982506  x   0.99962187  =   0.99944700
 RZ1796
 RZ1796|---------------------------------------------------------------------|
 RZ1796| PID    Reference Object                     Distance      Geod. Az  |
 RZ1796|                                                           dddmmss.s |
 RZ1796| CH7172 CRAIG RM 2                           11.070 METERS 09205     |
 RZ1796| RZ1789 KEUTERVILLE                         APPROX.22.6 KM 1823918.8 |
 RZ1796| CH7171 CRAIG RM 1                           14.398 METERS 18647     |
 RZ1796|---------------------------------------------------------------------|
 RZ1796
 RZ1796                          SUPERSEDED SURVEY CONTROL
 RZ1796
 RZ1796  NAD 83(1986)-  46 16 19.33850(N)    116 27 09.11302(W) AD(       ) 3
 RZ1796  NAD 27      -  46 16 19.72768(N)    116 27 05.58113(W) AD(       ) 3
 RZ1796  NGVD 29 (07/19/86) 1132.0    (m)         3714.     (f) VERT ANG       
 RZ1796
 RZ1796.Superseded values are not recommended for survey control.
 RZ1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1796.See file dsdata.txt to determine how the superseded data were derived.
 RZ1796
 RZ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM4218324419(NAD 83)
 RZ1796_MARKER: DD = SURVEY DISK
 RZ1796_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RZ1796
 RZ1796  HISTORY     - Date     Condition        Report By
 RZ1796  HISTORY     - 1957     MONUMENTED       USGS
 RZ1796
 RZ1796                          STATION DESCRIPTION
 RZ1796
 RZ1796'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1796'LOCATED ABOUT 2 MI NNE. OF CRAIGMONT.  ON WEST SIDE OF COUNTY RD.
 RZ1796'
 RZ1796'TO REACH FROM CRAIGMONT POST OFFICE, DRIVE 0.4 MI S. ON U.S. HWY.
 RZ1796'95 TO JCT. WITH STATE HWY. 12.  THENCE 0.9 MI E. ON STATE HWY. 12
 RZ1796'TO INTERSECTION WITH DIRT RD.  THENCE 2.0 MI N. ON DIRT RD. TO
 RZ1796'STATION 19.5 FT W. OF RD. WHERE IT PASSES OVER TOP OF HILL.
 RZ1796'
 RZ1796'STATION MARK--STANDARD TABLET STAMPED---CRAIG 1957---, IN CONCRETE
 RZ1796'POST PROJECTING ABOUT 0.3 FT.
 RZ1796'
 RZ1796'RM 1--STANDARD RM TABLET STAMPED---RM 1 1957---, IN CONCRETE POST
 RZ1796'PROJECTING ABOUT 0.3 FT.
 RZ1796'
 RZ1796'RM 2--STANDARD RM TABLET STAMPED---RM 2 1957---, IN CONCRETE POST
 RZ1796'PROJECTING ABOUT 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0582 ***********************************************************************
 QZ0582  DESIGNATION -  CRAMER
 QZ0582  PID         -  QZ0582
 QZ0582  STATE/COUNTY-  ID/LEMHI
 QZ0582  USGS QUAD   -  LONG TOM MTN (1962)
 QZ0582
 QZ0582                         *CURRENT SURVEY CONTROL
 QZ0582  ___________________________________________________________________
 QZ0582* NAD 83(1992)-  45 18 53.66980(N)    114 36 00.33556(W)     ADJUSTED  
 QZ0582* NAVD 88     -      1883.4    (meters)    6179.     (feet)  VERTCON   
 QZ0582  ___________________________________________________________________
 QZ0582  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 QZ0582  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 QZ0582
 QZ0582  HORZ ORDER  -  THIRD
 QZ0582
 QZ0582.The horizontal coordinates were established by classical geodetic methods
 QZ0582.and adjusted by the National Geodetic Survey in July 1992..
 QZ0582
 QZ0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0582
 QZ0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0582
 QZ0582.The geoid height was determined by GEOID03.
 QZ0582
 QZ0582;                    North         East     Units Scale Factor Converg.
 QZ0582;SPC ID C     -   405,481.995   452,946.934   MT  0.99997458   -0 25 36.0
 QZ0582;SPC ID W     -   405,944.427   890,162.420   MT  1.00003325   +0 49 03.4
 QZ0582;UTM  11      - 5,020,735.500   688,109.856   MT  1.00003509   +1 42 24.4
 QZ0582
 QZ0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0582!SPC ID C     -   0.99970697  x   0.99997458  =   0.99968155
 QZ0582!SPC ID W     -   0.99970697  x   1.00003325  =   0.99974021
 QZ0582!UTM  11      -   0.99970697  x   1.00003509  =   0.99974205
 QZ0582
 QZ0582:                Primary Azimuth Mark                     Grid Az
 QZ0582:SPC ID C     -  COLSON                                   106 05 42.3
 QZ0582:SPC ID W     -  COLSON                                   104 51 02.9
 QZ0582:UTM  11      -  COLSON                                   103 57 41.9
 QZ0582
 QZ0582|---------------------------------------------------------------------|
 QZ0582| PID    Reference Object                     Distance      Geod. Az  |
 QZ0582|                                                           dddmmss.s |
 QZ0582| QZ0586 COLSON                              APPROX. 6.4 KM 1054006.3 |
 QZ0582| CH7173 CRAMER RM 1                                        13535     |
 QZ0582| CH7174 CRAMER RM 2                           7.520 METERS 21627     |
 QZ0582|---------------------------------------------------------------------|
 QZ0582
 QZ0582                          SUPERSEDED SURVEY CONTROL
 QZ0582
 QZ0582  NAD 83(1986)-  45 18 53.67034(N)    114 36 00.32796(W) AD(       ) 3
 QZ0582  NAD 27      -  45 18 53.97800(N)    114 35 56.99400(W) AD(       ) 3
 QZ0582  NGVD 29 (07/19/86) 1882.2    (m)         6175.     (f) VERT ANG       
 QZ0582
 QZ0582.Superseded values are not recommended for survey control.
 QZ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0582.See file dsdata.txt to determine how the superseded data were derived.
 QZ0582
 QZ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL8811020736(NAD 83)
 QZ0582_MARKER: Z = SEE DESCRIPTION
 QZ0582_SETTING: 0 = UNSPECIFIED SETTING
 QZ0582
 QZ0582  HISTORY     - Date     Condition        Report By
 QZ0582  HISTORY     - 1945     MONUMENTED       CGS
 QZ0582
 QZ0582                          STATION DESCRIPTION
 QZ0582
 QZ0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0582'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE W OF THE MOUTH
 QZ0582'OF PANTHER CREEK, ABOUT 1 MILE N OF THE MOUTH OF THE MIDDLE FORK
 QZ0582'OF THE SALMON RIVER, AND ABOUT 2 MILES AIRLINE SW OF THE LONG TOM
 QZ0582'LOOKOUT CABIN.  IT IS ON A PARTLY WOODED KNOLL NEAR THE TOP
 QZ0582'OF A STEEP RIDGE BETWEEN CRAMER CREEK AND LONG TOM CREEK.
 QZ0582'THE DISK IS IN FLUSH ROCK OUTCROP, ABOUT 60 PACES N OF THE
 QZ0582'HIGHEST ROCKY POINT OF THE RIDGE, 9 FEET SE OF A PROMINENT ROCKY
 QZ0582'POINT, AND 12 FEET NW OF A 10-INCH PINE TREE WITH A TRIANGULAR
 QZ0582'BLAZE.
 QZ0582'
 QZ0582'STATION MARK IS A BRONZE STATION DISK AND IS STAMPED CRAMER
 QZ0582'1945.
 QZ0582'
 QZ0582'REFERENCE MARK 1 IS SE OF THE STATION, IN ROCK OUTCROP PROJECTING
 QZ0582'ABOUT 4 INCHES, AND 28 FEET SE OF THE PROMINENT ROCKY POINT
 QZ0582'NEAR THE STATION.  IT IS A BRONZE REFERENCE DISK AND IS STAMPED
 QZ0582'CRAMER NO 1 1945.
 QZ0582'
 QZ0582'REFERENCE MARK 2 IS SW OF THE STATION AND ON THE E SLOPE OF
 QZ0582'ROCK OUTCROP THAT PROJECTS ABOUT 2 FEET.  IT IS A BRONZE
 QZ0582'REFERENCE AND IS STAMPED CRAMER NO 2 1945.
 QZ0582'
 QZ0582'TRIANGULATION STATIONS COLSON OR LONG TOM MOUNTAIN (U.S.F.S.)
 QZ0582'MAY BE USED AS THE AZIMUTH MARK.
 QZ0582'
 QZ0582'TO REACH THE STATION FROM NORTH FORK, GO W ON ROAD DOWN SALMON
 QZ0582'RIVER FOR 38.4 MILES TO THE MOUTH OF THE MIDDLE FORK OF SALMON
 QZ0582'RIVER, CONTINUE AHEAD FOR 3.0 MILES TO SIGN ON RIGHT SIDE
 QZ0582'OF ROAD CRAMER CREEK TRAIL AND THE END OF TRUCK TRAVEL.  THIS
 QZ0582'POINT IS 0.9 MILE AFTER PASSING CRAMER CREEK, 0.05 MILE PAST
 QZ0582'SIGN ANITA CREEK AND A PINE GROVE AND SAND BAR ON THE LEFT
 QZ0582'SIDE OF THE ROAD KNOWN AS CASH BAR.  FROM HERE FOLLOW TRAIL
 QZ0582'IN E AND NE DIRECTION TO CRAMER CREEK CROSSING.  CROSS CREEK
 QZ0582'THEN FOLLOW TRAIL E UP STEEP RIDGE TO A SADDLE.  AT SADDLE
 QZ0582'TURN RIGHT AND FOLLOW SPINE OF RIDGE TO WOODED KNOLL JUST
 QZ0582'BEFORE REACHING HIGHEST ROCKY POINT OF RIDGE AND STATION
 QZ0582'AS DESCRIBED.  ABOUT A 2-1/2-HOUR HORSE TRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1388 ***********************************************************************
 QB1388  DESIGNATION -  CRANE
 QB1388  PID         -  QB1388
 QB1388  STATE/COUNTY-  ID/WASHINGTON
 QB1388  USGS QUAD   -  CRANE CREEK RESERVOIR (1986)
 QB1388
 QB1388                         *CURRENT SURVEY CONTROL
 QB1388  ___________________________________________________________________
 QB1388* NAD 83(1992)-  44 19 20.64091(N)    116 36 14.48562(W)     ADJUSTED  
 QB1388* NAVD 88     -      1216.0    (meters)    3989.     (feet)  VERTCON   
 QB1388  ___________________________________________________________________
 QB1388  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 QB1388  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 QB1388
 QB1388  HORZ ORDER  -  THIRD
 QB1388
 QB1388.The horizontal coordinates were established by classical geodetic methods
 QB1388.and adjusted by the National Geodetic Survey in July 1992..
 QB1388
 QB1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1388
 QB1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1388
 QB1388.The geoid height was determined by GEOID03.
 QB1388
 QB1388;                    North         East     Units Scale Factor Converg.
 QB1388;SPC ID W     -   295,367.537   731,878.487   MT  0.99999038   -0 35 48.2
 QB1388;UTM  11      - 4,907,758.375   531,574.633   MT  0.99961226   +0 16 36.0
 QB1388
 QB1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1388!SPC ID W     -   0.99981196  x   0.99999038  =   0.99980234
 QB1388!UTM  11      -   0.99981196  x   0.99961226  =   0.99942429
 QB1388
 QB1388                          SUPERSEDED SURVEY CONTROL
 QB1388
 QB1388  NAD 83(1991)-  44 19 20.64250(N)    116 36 14.48722(W) AD(       ) 3
 QB1388  NGVD 29 (11/04/91) 1214.9    (m)         3986.     (f) VERT ANG       
 QB1388
 QB1388.Superseded values are not recommended for survey control.
 QB1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1388.See file dsdata.txt to determine how the superseded data were derived.
 QB1388
 QB1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK3157507758(NAD 83)
 QB1388_MARKER: DD = SURVEY DISK
 QB1388_SETTING: 80 = SET IN A BOULDER
 QB1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1388+STABILITY: SURFACE MOTION
 QB1388
 QB1388  HISTORY     - Date     Condition        Report By
 QB1388  HISTORY     - 1954     MONUMENTED       USGS
 QB1388
 QB1388                          STATION DESCRIPTION
 QB1388
 QB1388'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QB1388'LOCATED ABOUT 12.0 MI. SE. OF MIDVALE AND 2.5 MI. DUE S. OF CRANE
 QB1388'CREEK RESERVOIR, ON PROMINENT POINTED TOP BETWEEN S. FORK CRANE CREEK
 QB1388'AND CRANE CREEK.
 QB1388'
 QB1388'TO REACH FROM MIDVALE POST OFFICE, DRIVE E. ON OLD HIGHWAY 95 FOR 0.9
 QB1388'MI. TO RD. INTERSECTION, TAKE S. FORK (MIDVALE FARM BUREAU ROAD) FOR
 QB1388'7.6 MI. TO T-RD. S. (CRANE CREEK RESERVOIR ROAD), CONTINUE E. ON
 QB1388'MIDVALE FARM BUREAU ROAD FOR 5.5 MI. TO RD. FORKS, TAKE RIGHT FORK
 QB1388'4.0 MI. TO RD. FORKS LEADING LEFT, TAKE LEFT FORK 3.2 MI. TO RD. FORKS
 QB1388'AND SOUTH CRANE SCHOOL.  TAKE RIGHT FORK 0.2 MI. TO TRACK RD. LEADING
 QB1388'RIGHT, TAKE RIGHT FORK 1.3 MI. TO SADDLE AND WIRE GATE, FROM THIS
 QB1388'POINT DRIVE 0.4 MI. N. ON RD.  PACK WSW. UP HILL TO FLAT MESA,
 QB1388'CONTINUE ACROSS MESA TO SUMMIT OF SHARP TOP AND STATION.  ABOUT 20
 QB1388'MINUTE PACK.
 QB1388'
 QB1388'STATION MARK--STANDARD TABLET STAMPED---CRANE 1954---, CEMENTED IN
 QB1388'EMBEDDED BOULDER PROJECTING ABOUT 0.6 FT. ABOVE GROUND.
 QB1388'
 QB1388'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 QB1388'1954---, CEMENTED IN LARGE EMBEDDED BOULDER, 32.78 FT. FROM STATION
 QB1388'MARK 77 DEGREES 38 MINUTES NW.
 QB1388'
 QB1388'REFERENCE MARK NO. 2--DRILL HOLE AND CHISELED CROSS ON EMBEDDED
 QB1388'BOULDER, 29.97 FT. FROM STATION MARK 6 DEGREES 15 MINUTES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1205 ***********************************************************************
 NV1205  DESIGNATION -  CRANE FALLS
 NV1205  PID         -  NV1205
 NV1205  STATE/COUNTY-  ID/ELMORE
 NV1205  USGS QUAD   -  BRUNEAU (1992)
 NV1205
 NV1205                         *CURRENT SURVEY CONTROL
 NV1205  ___________________________________________________________________
 NV1205* NAD 83(1992)-  42 59 01.36326(N)    115 49 37.33506(W)     ADJUSTED  
 NV1205* NAVD 88     -       909.2    (meters)    2983.     (feet)  VERTCON   
 NV1205  ___________________________________________________________________
 NV1205  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 NV1205  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 NV1205
 NV1205  HORZ ORDER  -  SECOND
 NV1205
 NV1205.The horizontal coordinates were established by classical geodetic methods
 NV1205.and adjusted by the National Geodetic Survey in July 1992..
 NV1205
 NV1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1205
 NV1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1205
 NV1205.The geoid height was determined by GEOID03.
 NV1205
 NV1205;                    North         East     Units Scale Factor Converg.
 NV1205;SPC ID W     -   146,290.007   793,717.046   MT  0.99993382   -0 03 09.1
 NV1205;UTM  11      - 4,759,673.493   595,631.970   MT  0.99971251   +0 47 59.2
 NV1205
 NV1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1205!SPC ID W     -   0.99986002  x   0.99993382  =   0.99979385
 NV1205!UTM  11      -   0.99986002  x   0.99971251  =   0.99957257
 NV1205
 NV1205:                Primary Azimuth Mark                     Grid Az
 NV1205:SPC ID W     -  CRANE FALLS AZ MK                        001 57 08.5
 NV1205:UTM  11      -  CRANE FALLS AZ MK                        001 06 00.2
 NV1205
 NV1205|---------------------------------------------------------------------|
 NV1205| PID    Reference Object                     Distance      Geod. Az  |
 NV1205|                                                           dddmmss.s |
 NV1205| CD4941 CRANE FALLS AZ MK                                  0015359.4 |
 NV1205| CD6120 CLOVER PP                                          03905     |
 NV1205| CD4942 CRANE FALLS RM 1                      6.210 METERS 07039     |
 NV1205| NV1204 CRANE FALLS CAIRN                    21.550 METERS 23636     |
 NV1205| CD4943 CRANE FALLS RM 2                      5.770 METERS 32914     |
 NV1205| OZ1053 MOUNTAIN HOME AFB CONTROL TWR       APPROX. 8.1 KM 3335626.1 |
 NV1205| OZ1052 MOUNTAIN HOME AFB STACK             APPROX. 8.3 KM 3340443.1 |
 NV1205| OZ1054 MOUNTAIN HOME AFB TANK AND BCN      APPROX. 8.4 KM 3370724.1 |
 NV1205|---------------------------------------------------------------------|
 NV1205
 NV1205                          SUPERSEDED SURVEY CONTROL
 NV1205
 NV1205  NAD 83(1986)-  42 59 01.36390(N)    115 49 37.33158(W) AD(       ) 2
 NV1205  NAD 27      -  42 59 01.74200(N)    115 49 34.01700(W) AD(       ) 2
 NV1205  NGVD 29 (07/19/86)  908.3    (m)         2980.     (f) VERT ANG       
 NV1205
 NV1205.Superseded values are not recommended for survey control.
 NV1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1205.See file dsdata.txt to determine how the superseded data were derived.
 NV1205
 NV1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9563259673(NAD 83)
 NV1205_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1205_SETTING: 66 = SET IN ROCK OUTCROP
 NV1205_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 NV1205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1205+STABILITY: POSITION/ELEVATION WELL
 NV1205
 NV1205  HISTORY     - Date     Condition        Report By
 NV1205  HISTORY     - 1945     MONUMENTED       CGS
 NV1205  HISTORY     - 1959     GOOD             USGS
 NV1205  HISTORY     - 1959     GOOD             CGS
 NV1205
 NV1205                          STATION DESCRIPTION
 NV1205
 NV1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1205'STATION IS ABOUT 6-1/2 MILES NW OF BRUNEAU, ABOUT 5-1/2 MILES
 NV1205'SE OF MOUNTAIN HOME AIR BASE, AND ABOUT 3 MILES W OF THE
 NV1205'MOUNTAIN HOME-BRUNEAU HIGHWAY.  IT IS ON A SAGE-COVERED RIDGE,
 NV1205'1/2 MILE S OF POWER-TRANSMISSION LINE, 50 FEET N OF THE SNAKE
 NV1205'RIVER CANYON RIM, AND 14 METERS W OF A HIGH POINT ALONG THE
 NV1205'CANYON RIM.
 NV1205'
 NV1205'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 NV1205'A 2- BY 3-FOOT ROCK OUTCROP THAT PROJECTS ABOUT 6 INCHES.
 NV1205'IT IS STAMPED CRANE FALLS 1944.
 NV1205'
 NV1205'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 NV1205'HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE GROUND.  IT IS
 NV1205'6 INCHES HIGHER IN ELEVATION THAN STATION MARK AND IS STAMPED
 NV1205'CRANE FALLS NO 1 1944.
 NV1205'
 NV1205'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 NV1205'HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE GROUND.  IT IS
 NV1205'AT ABOUT THE SAME ELEVATION AS STATION MARK AND IS STAMPED
 NV1205'CRANE FALLS NO 2 1944.
 NV1205'
 NV1205'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 NV1205'IN A BURIED BOULDER THAT PROJECTS ABOUT 4 INCHES.  IT IS STAMPED
 NV1205'CRANE FALLS 1944.  IT IS 0.1 MILE W OF A Y-JUNCTION OF TRACK
 NV1205'ROADS, 50 YARDS S OF THE CENTER LINE OF TRACK ROAD, AND 4 FEET
 NV1205'SW OF A WHITE WOODEN WITNESS POST.
 NV1205'
 NV1205'TO REACH STATION FROM HAMMETT, GO W ON U.S. HIGHWAY 30 FOR
 NV1205'1.2 MILES, TURN LEFT (S) OFF THE HIGHWAY AND FOLLOW GRADED
 NV1205'ROAD S AND W FOR 2.5 MILES TO INDIAN COVE BRIDGE OVER THE
 NV1205'SNAKE RIVER.  CROSS INDIAN COVE BRIDGE AND FOLLOW MAIN-TRAVELED
 NV1205'ROAD W FOR 11.5 MILES TO ITS INTERSECTION WITH STATE HIGHWAY 51.
 NV1205'TURN RIGHT (N) ON STATE HIGHWAY 51 AND GO 0.45 MILE TO A BRIDGE
 NV1205'ACROSS THE SNAKE RIVER.  CONTINUE ACROSS THE BRIDGE AND GO
 NV1205'2.5 MILES TO A TRACK ROAD LEADING LEFT (W) ALONG THE BASE OF
 NV1205'THE CANYON RIM.  TURN LEFT ON TRACK ROAD AND FOLLOW IT W FOR
 NV1205'3.8 MILES TO A FORK IN THE ROAD AT THE SUMMIT OF A PROMINENT
 NV1205'RIDGE.  TAKE LEFT FORK FOR 0.1 MILE, TURN LEFT (RIGHT
 NV1205'ANGLE) AND GO 50 YARDS ACROSS COUNTRY TO A WHITE WOODEN
 NV1205'WITNESS POST AND SITE OF THE AZIMUTH MARK.  CONTINUE
 NV1205'STRAIGHT AHEAD ACROSS COUNTRY FOR 0.3 MILE TO THE SW POINT
 NV1205'OF THE RIDGE AND STATION SITE NEAR CAIRN.
 NV1205
 NV1205                          STATION RECOVERY (1959)
 NV1205
 NV1205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 NV1205'STATION MARK--A STANDARD DISK STAMPED---CRANE FALLS 1944---, CEMENTED
 NV1205'IN A DRILL HOLE IN A 2 BY 3 FT. BEDROCK OUTCROP PROJECTING 6 IN.
 NV1205'ABOVE THE GROUND.
 NV1205
 NV1205                          STATION RECOVERY (1959)
 NV1205
 NV1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 NV1205'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 NV1205'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 NV1205'
 NV1205'THE STATION IS LOCATED, AIRLINE, ABOUT 14-1/2 MILES EAST OF
 NV1205'GRAND VIEW, 12 MILES SOUTHWEST OF MOUNTAIN HOME, AND 7 MILES
 NV1205'NORTH OF BRUNEAU ON THE ROCKY RIM OVERLOOKING THE SNAKE RIVER
 NV1205'TO THE SOUTH.
 NV1205'
 NV1205'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN HOME
 NV1205'GO EAST 0.4 MILE UNDER THE RAILROAD OVERPASS TO THE JUNCTION
 NV1205'OF STATE HIGHWAY 51.  TURN SHARP RIGHT AND GO WEST 1.0 MILE
 NV1205'TO A FORK.  TURN LEFT AND CONTINUE SOUTH 9.9 MILES TO THE POINT
 NV1205'WHERE THE HIGHWAY STARTS DOWN INTO THE RIVER BOTTOM.  CONTINUE
 NV1205'DOWNHILL 1.1 MILE TO A GAP IN THE GUARD RAIL AND A GRAVEL CROSS
 NV1205'ROAD.  TURN RIGHT AND GO WEST 3.4 MILES TO A POWERLINE ROAD
 NV1205'CROSSING.  TURN LEFT AND CONTINUE WEST 0.5 MILE TO A
 NV1205'CROSSROAD.  TURN LEFT AND GO 0.15 MILE TO A FORK.  TAKE THE
 NV1205'RIGHT FORK AND GO 0.05 MILE TO A FORK.  TAKE THE LEFT
 NV1205'FORK AND PROCEED 0.1 MILE TO THE NEAREST POINT TO THE
 NV1205'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH 0.3 MILE TO THE
 NV1205'STATION.
 NV1205'
 NV1205'THE STATION MARK IS A STANDARD DISK STAMPED CRANE FALLS 1944
 NV1205'CEMENTED IN A DRILL-HOLE IN A 2 BY 3-FOOT BEDROCK OUTCROP
 NV1205'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 10.5 FEET
 NV1205'WEST-SOUTHWEST OF A ROCK CAIRN, AND 60 FEET NORTH OF THE CANYON
 NV1205'RIM.
 NV1205'
 NV1205'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CRANE
 NV1205'FALLS NO 1 1944 CEMENTED IN A DRILL HOLE IN A 10 BY 18-INCH
 NV1205'BEDROCK OUTCROP PROJECTING 3 INCHES FROM THE GROUND.  IT IS
 NV1205'ABOUT 3 INCHES HIGHER THAN STATION ELEVATION.
 NV1205'
 NV1205'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CRANE
 NV1205'FALLS NO 2 1944 CEMENTED IN A DRILL HOLE IN A 12 BY 17-INCH
 NV1205'BEDROCK OUTCROP PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 NV1205'AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NV1205'
 NV1205'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRANE FALLS 1944
 NV1205'CEMENTED IN A DRILL HOLE IN A 14-INCH SQUARE BOULDER PROJECTING
 NV1205'4 INCHES ABOVE THE GROUND.  IT IS 3.3 FEET EAST-NORTHEAST OF
 NV1205'A 3.5-FOOT CAIRN.
 NV1205'
 NV1205'HEIGHT OF STAND--3.78 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1204 ***********************************************************************
 NV1204  DESIGNATION -  CRANE FALLS CAIRN
 NV1204  PID         -  NV1204
 NV1204  STATE/COUNTY-  ID/ELMORE
 NV1204  USGS QUAD   -  BRUNEAU (1992)
 NV1204
 NV1204                         *CURRENT SURVEY CONTROL
 NV1204  ___________________________________________________________________
 NV1204* NAD 83(1992)-  42 59 00.97877(N)    115 49 38.12909(W)     ADJUSTED  
 NV1204* NAVD 88     -       909.     (meters)    2982.     (feet)  SCALED    
 NV1204  ___________________________________________________________________
 NV1204  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 NV1204  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 NV1204
 NV1204  HORZ ORDER  -  SECOND
 NV1204
 NV1204.The horizontal coordinates were established by classical geodetic methods
 NV1204.and adjusted by the National Geodetic Survey in July 1992..
 NV1204
 NV1204.The orthometric height was scaled from a topographic map.
 NV1204
 NV1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1204
 NV1204.The geoid height was determined by GEOID03.
 NV1204
 NV1204;                    North         East     Units Scale Factor Converg.
 NV1204;SPC ID W     -   146,278.159   793,699.047   MT  0.99993382   -0 03 09.6
 NV1204;UTM  11      - 4,759,661.382   595,614.153   MT  0.99971247   +0 47 58.6
 NV1204
 NV1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1204!SPC ID W     -   0.99986007  x   0.99993382  =   0.99979390
 NV1204!UTM  11      -   0.99986007  x   0.99971247  =   0.99957258
 NV1204
 NV1204                          SUPERSEDED SURVEY CONTROL
 NV1204
 NV1204  NAD 83(1986)-  42 59 00.97941(N)    115 49 38.12561(W) AD(       ) 2
 NV1204  NAD 27      -  42 59 01.35800(N)    115 49 34.81100(W) AD(       ) 2
 NV1204
 NV1204.Superseded values are not recommended for survey control.
 NV1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1204.See file dsdata.txt to determine how the superseded data were derived.
 NV1204
 NV1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9561459661(NAD 83)
 NV1204
 NV1204  HISTORY     - Date     Condition        Report By
 NV1204  HISTORY     - 1945     MONUMENTED       CGS
 NV1204
 NV1204                          STATION DESCRIPTION
 NV1204
 NV1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV1204'SEE STATION CRANE FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0963 ***********************************************************************
 RY0963  DESIGNATION -  CRANE HILL 2
 RY0963  PID         -  RY0963
 RY0963  STATE/COUNTY-  ID/IDAHO
 RY0963  USGS QUAD   -  BIG CEDAR (1995)
 RY0963
 RY0963                         *CURRENT SURVEY CONTROL
 RY0963  ___________________________________________________________________
 RY0963* NAD 83(1992)-  46 03 27.81235(N)    115 48 09.73314(W)     ADJUSTED  
 RY0963* NAVD 88     -      1166.0    (meters)    3825.     (feet)  VERTCON   
 RY0963  ___________________________________________________________________
 RY0963  LAPLACE CORR-           9.73  (seconds)                    DEFLEC99
 RY0963  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 RY0963
 RY0963  HORZ ORDER  -  THIRD
 RY0963
 RY0963.The horizontal coordinates were established by classical geodetic methods
 RY0963.and adjusted by the National Geodetic Survey in July 1992..
 RY0963
 RY0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0963
 RY0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0963
 RY0963.The geoid height was determined by GEOID03.
 RY0963
 RY0963;                    North         East     Units Scale Factor Converg.
 RY0963;SPC ID W     -   487,857.536   795,921.921   MT  0.99993354   -0 02 16.6
 RY0963;UTM  11      - 5,101,158.039   592,612.730   MT  0.99970544   +0 51 43.8
 RY0963
 RY0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0963!SPC ID W     -   0.99981980  x   0.99993354  =   0.99975335
 RY0963!UTM  11      -   0.99981980  x   0.99970544  =   0.99952529
 RY0963
 RY0963:                Primary Azimuth Mark                     Grid Az
 RY0963:SPC ID W     -  LOOKOUT BUTTE                            096 44 30.2
 RY0963:UTM  11      -  LOOKOUT BUTTE                            095 50 29.8
 RY0963
 RY0963|---------------------------------------------------------------------|
 RY0963| PID    Reference Object                     Distance      Geod. Az  |
 RY0963|                                                           dddmmss.s |
 RY0963| RY0959 LOOKOUT BUTTE                       APPROX.11.2 KM 0964213.6 |
 RY0963| CH7175 CRANE HILL 2 RM 1                     4.322 METERS 22658     |
 RY0963| CH7176 CRANE HILL 2 RM 2                     4.383 METERS 31825     |
 RY0963|---------------------------------------------------------------------|
 RY0963
 RY0963                          SUPERSEDED SURVEY CONTROL
 RY0963
 RY0963  NAD 83(1986)-  46 03 27.81612(N)    115 48 09.73244(W) AD(       ) 3
 RY0963  NAD 27      -  46 03 28.17279(N)    115 48 06.20423(W) AD(       ) 3
 RY0963  NGVD 29 (07/19/86) 1164.9    (m)         3822.     (f) VERT ANG       
 RY0963
 RY0963.Superseded values are not recommended for survey control.
 RY0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0963.See file dsdata.txt to determine how the superseded data were derived.
 RY0963
 RY0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM9261301158(NAD 83)
 RY0963_MARKER: P = PIPE CAP
 RY0963_SETTING: 0 = UNSPECIFIED SETTING
 RY0963
 RY0963  HISTORY     - Date     Condition        Report By
 RY0963  HISTORY     - 1962     MONUMENTED       USGS
 RY0963
 RY0963                          STATION DESCRIPTION
 RY0963
 RY0963'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RY0963'LOCATED ABOUT 9.1 MI ENE. OF HARPSTER, ABOUT 10.4 MI SW. OF
 RY0963'KOOSKIA.  IN T31N, R3E, SEC 2.
 RY0963'
 RY0963'TO REACH FROM KOOSKIA POST OFFICE, GO 0.3 MI N. ON STATE HWY. 13
 RY0963'TO Y-RD.  TAKE RIGHT FORK (STATE HWY. 9) 0.7 MI TO T-RD. AND
 RY0963'MIDDLE FORK OF CLEARWATER RIVER, TAKE GRAVELED RD. RIGHT 2.1 MI
 RY0963'ALONG WEST SIDE OF RIVER STAYING ON MAIN-TRAVELED RD. TO Y-RD.
 RY0963'TAKE LEFT FORK UPHILL 2.5 MI TO Y-RD., CONTINUE STRAIGHT AHEAD
 RY0963'0.7 MI TO T-RD., CONTINUE STRAIGHT 0.4 MI TO Y-RD.  TAKE RIGHT
 RY0963'FORK 0.6 MI TO X-RDS., CONTINUE STRAIGHT AHEAD 0.1 MI TO Y-RD.
 RY0963'AND SIGN CRANE HILL 7 MILES, TAKE RIGHT FORK 2 MI TO T-RD.,
 RY0963'CONTINUE STRAIGHT 1.8 MI TO T-RD., CONTINUE STRAIGHT 0.3 MI TO
 RY0963'Y-RD. AND SIGN CRANE HILL LO 3 MILES.  TAKE LEFT FORK 2.2 MI TO
 RY0963'RD. FORKS AND SIGN CORRAL HILL 9 MILES.  TURN SHARP RIGHT
 RY0963'THROUGH BOARD GATE AND CONTINUE ON NARROW DIRT RD. 0.4 MI TO LOT
 RY0963'AND STATION.
 RY0963'
 RY0963'STATION MARK--USFS BRASS CAP ON 2-INCH PIPE
 RY0963'STAMPED---CRANE HILL 1955---, PROJECTING 1 FT ABOVE GROUND.
 RY0963'
 RY0963'RM 1--STANDARD TABLET STAMPED, SET IN SOUTHWEST CONCRETE SUPPORT
 RY0963'OF LO.
 RY0963'
 RY0963'RM 2--STANDARD TABLET STAMPED, SET IN NORTHWEST CONCRETE SUPPORT
 RY0963'OF LO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1048 ***********************************************************************
 OZ1048  DESIGNATION -  CRATER
 OZ1048  PID         -  OZ1048
 OZ1048  STATE/COUNTY-  ID/ELMORE
 OZ1048  USGS QUAD   -  CRATER RINGS (1992)
 OZ1048
 OZ1048                         *CURRENT SURVEY CONTROL
 OZ1048  ___________________________________________________________________
 OZ1048* NAD 83(1992)-  43 11 09.83530(N)    115 51 07.25909(W)     ADJUSTED  
 OZ1048* NAVD 88     -      1019.9    (meters)    3346.     (feet)  VERTCON   
 OZ1048  ___________________________________________________________________
 OZ1048  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 OZ1048  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 OZ1048
 OZ1048  HORZ ORDER  -  SECOND
 OZ1048
 OZ1048.The horizontal coordinates were established by classical geodetic methods
 OZ1048.and adjusted by the National Geodetic Survey in July 1992..
 OZ1048
 OZ1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1048
 OZ1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1048
 OZ1048.The geoid height was determined by GEOID03.
 OZ1048
 OZ1048;                    North         East     Units Scale Factor Converg.
 OZ1048;SPC ID W     -   168,771.002   791,707.180   MT  0.99993418   -0 04 11.3
 OZ1048;UTM  11      - 4,782,117.005   593,287.819   MT  0.99970705   +0 47 08.5
 OZ1048
 OZ1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1048!SPC ID W     -   0.99984260  x   0.99993418  =   0.99977679
 OZ1048!UTM  11      -   0.99984260  x   0.99970705  =   0.99954970
 OZ1048
 OZ1048:                Primary Azimuth Mark                     Grid Az
 OZ1048:SPC ID W     -  NORTH CRATER                             014 28 39.1
 OZ1048:UTM  11      -  NORTH CRATER                             013 37 19.3
 OZ1048
 OZ1048|---------------------------------------------------------------------|
 OZ1048| PID    Reference Object                     Distance      Geod. Az  |
 OZ1048|                                                           dddmmss.s |
 OZ1048| OZ1049 NORTH CRATER                        APPROX. 1.1 KM 0142427.8 |
 OZ1048| OZ1054 MOUNTAIN HOME AFB TANK AND BCN      APPROX.14.8 KM 1844221.9 |
 OZ1048| CD4944 CRATER RM 1                          12.003 METERS 26254     |
 OZ1048| CD4945 CRATER RM 2                           7.996 METERS 35448     |
 OZ1048|---------------------------------------------------------------------|
 OZ1048
 OZ1048                          SUPERSEDED SURVEY CONTROL
 OZ1048
 OZ1048  NAD 83(1986)-  43 11 09.83588(N)    115 51 07.25445(W) AD(       ) 2
 OZ1048  NAD 27      -  43 11 10.22112(N)    115 51 03.92454(W) AD(       ) 2
 OZ1048  NGVD 29 (07/19/86) 1019.0    (m)         3343.     (f) VERT ANG       
 OZ1048
 OZ1048.Superseded values are not recommended for survey control.
 OZ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1048.See file dsdata.txt to determine how the superseded data were derived.
 OZ1048
 OZ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9328882117(NAD 83)
 OZ1048_MARKER: DD = SURVEY DISK
 OZ1048_SETTING: 66 = SET IN ROCK OUTCROP
 OZ1048_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 OZ1048_STAMPING: CRATER 1955
 OZ1048_MARK LOGO: USGS  
 OZ1048_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ1048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ1048+STABILITY: POSITION/ELEVATION WELL
 OZ1048
 OZ1048  HISTORY     - Date     Condition        Report By
 OZ1048  HISTORY     - 1955     MONUMENTED       USGS
 OZ1048  HISTORY     - 1959     GOOD             CGS
 OZ1048  HISTORY     - 1983     GOOD             LOCENG
 OZ1048  HISTORY     - 19831116 GOOD             NGS
 OZ1048
 OZ1048                          STATION DESCRIPTION
 OZ1048
 OZ1048'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OZ1048'STATION MARK--A STANDARD USGS BENCH MARK DISK SET IN CEMENT IN A
 OZ1048'DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE AND STAMPED---CRATER
 OZ1048'1955---.
 OZ1048
 OZ1048                          STATION RECOVERY (1959)
 OZ1048
 OZ1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1048'THE STATION IS 8 MILES WEST-NORTHWEST OF MTN. HOME, 3-1/2 MILES
 OZ1048'SOUTH OF CLEFT SIDING ON THE UNION PACIFIC RAILROAD, 2 MILES
 OZ1048'SOUTHEAST FROM THE NEAREST POINT OF U.S. HIGHWAY 30 AND 100 FEET
 OZ1048'SOUTH OF THE SOUTH RIM OF THE EAST AND LARGER OF TWO CRATERS.
 OZ1048'
 OZ1048'TO REACH FROM CRATER STATION (ABOUT 30 MILES SOUTH OF
 OZ1048'BOISE ALONG U.S. HIGHWAY 30) GO NORTH ON U.S. HIGHWAY 30 FOR 0.7
 OZ1048'MILES TO SIDE ROAD LEFT, TURN LEFT, SOUTHWEST, FOR 0.15 MILE
 OZ1048'TO RAILROAD CROSSING, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO
 OZ1048'FORKS, KEEP LEFT FORK FOR 0.4 MILE TO FORKS, KEEP RIGHT FORK
 OZ1048'FOR 1.55 MILES ALONG THE MAIN TRAVELED ROAD TO FORKS, KEEP THE
 OZ1048'RIGHT FORK FOR 0.25 MILE TO FORKS.  (FROMHERE CONTINUE THE
 OZ1048'RIGHT FORK FOR 0.3 MILE TO THE SUMMIT OF THE HILL AND THE
 OZ1048'AZIMUTH MARK.) TAKE THE LEFT FORK, WEST, FOR 0.2 MILE TO A CROSS
 OZ1048'ROAD, KEEP STRAIGHT AHEAD FOR 0.25 MILE WHEN TURN RIGHT FOR
 OZ1048'0.7 MILE TO FORK, KEEP RIGHT FORK FOR 0.2 MILE TO SUMMIT OF
 OZ1048'THE HILL AND THE STATION SITE.
 OZ1048'
 OZ1048'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK SET IN
 OZ1048'CEMENT IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE AND
 OZ1048'STAMPED CRATER 1955.
 OZ1048'
 OZ1048'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 OZ1048'HOLE IN A BOULDER PROJECTING 12 INCHES AND STAMPED CRATER
 OZ1048'NO 1 1958.
 OZ1048'
 OZ1048'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 OZ1048'CEMENT IN BEDROCK FLUSH WITH THE SURFACE AND STAMPED CRATER NO 2
 OZ1048'1958.
 OZ1048'
 OZ1048'THE AZIMUTH MARK IS A STANDARD USBR BENCH MARK DISK SET IN
 OZ1048'CEMENT IN A DRILL HOLE IN BEDROCK ON THE SUMMIT OF THE NORTH
 OZ1048'RIM OF THE EAST CRATER AND STAMPED NORTH CRATER.
 OZ1048'
 OZ1048'A 2-WHEEL DRIVE STATION DURING DRY WEATHER.
 OZ1048
 OZ1048                          STATION RECOVERY (1983)
 OZ1048
 OZ1048'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 OZ1048'CRATER 1955 RECOVERED GOOD.
 OZ1048'
 OZ1048'STA. MARK, R.M. 2 (STAMPED CRATER NO 2 1958), AND AZI. MARK (STAMPED
 OZ1048'NORTH CRATER) WERE RECOVERED AS DESCRIBED.  R.M. 1 DISK HAS BEEN
 OZ1048'BROKEN OUT OF ROCK AND CARRIED AWAY.  BOTTOM OF DRILL HOLE STILL
 OZ1048'SHOWS.  AZI. MARK DISK PROJECTS ABOUT 1.5 INCHES ABOVE ROCK AND
 OZ1048'3/4 OF MORTAR IS GONE BUT DISK IS FIRM.  IT IS 22 FEET NE OF
 OZ1048'TRACK ROAD.  TO REACH STA. FROM INTERSECTION OF STATE HWY. 68 AND
 OZ1048'OLD U.S. HWY. 30 IN MOUNTAIN HOME, GO NW ON OLD U.S. 30 FOR
 OZ1048'8.9 MI. TO GRAVEL ROAD ON LEFT.  TURN LEFT ONTO GRAVEL ROAD AND
 OZ1048'GO 1.9 MI. TO TRACK ROAD ON LEFT, CROSSING RR AT 0.2 MI.  TURN
 OZ1048'LEFT ONTO TRACK ROAD AND GO GENERALLY SOUTH FOR 1.3 MI. TO A
 OZ1048'GATE.  PASS THROUGH GATE AND CONTINUE SE FOR 0.5 MI. TO TOP OF KNOLL
 OZ1048'AND AZI. MARK ON LEFT.  CONTINUE GENERALLY S. AROUND E. END
 OZ1048'OF E. CRATER FOR ABOUT 1.0 MI. TO STA. ON RIGHT.
 OZ1048
 OZ1048                          STATION RECOVERY (1983)
 OZ1048
 OZ1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OZ1048'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1 HAD BEEN
 OZ1048'DESTROYED.  RM 3 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE TO R M 2
 OZ1048'DIFFERS 6 MILIMETERS FROM THE 1959 OBSERVATIONS.  THE AZ COMPARES
 OZ1048'FAVORABLY WITH THE 1959 OBSERVATIONS.  THE STATION IS LOCATED ABOUT 8
 OZ1048'MILES (12.9 KM) WNW OF MOUNTAIN HOME AND ABOUT 2 MILES (3.2 KM) SE OF
 OZ1048'INTERSTATE 84, ON THE S RIM OF A CRATER.  TO REACH THE STATION FROM
 OZ1048'THE INTERSECTION OF STATE HWY 68 AND OLD U S HWY 30 IN MOUNTAIN HOME,
 OZ1048'GO NW ON OLD HWY 30 FOR 3.6 MILES (5.8 KM) (OLD HWY 30 TURNS LEFT AT
 OZ1048'THIS POINT) CONTINUE ON OLD HWY FOR 5.3 MILES (8.5 KM) TURN LEFT ONTO
 OZ1048'CINDER BUTTE ROAD AND GO 1.9 MILES (3.1 KM) TO A SIDE TRACK ROAD ON
 OZ1048'LEFT, TURN LEFT AND FOLLOW TRACK ROAD FOR 1.3 MILES (2.1 KM) TO A
 OZ1048'GATE, PASS THROUGH GATE AND GO 0.5 MILE (0.8 KM) TO TOP OF HILL.
 OZ1048'STATION N CRATER ON THE LEFT. CONTINUE ON TRACK ROAD ALONG THE RIM OF
 OZ1048'THE CRATER FOR 1 MILE (1.6 KM) TO THE HIGHEST PART OF THE CRATER AND
 OZ1048'STATION.
 OZ1048' 
 OZ1048'THE STATION IS A STANDARD USGS DISK STAMPED---CRATER 1955---, SET INTO
 OZ1048'A PARTIALLY EXPOSED BOULDER OF 0.8 METERS (2.6 FT) LARGEST DIMENSION.
 OZ1048'THE STATION IS LOCATED 45.9 FT (14.0 M) N FROM THE CENTERLINE OF A
 OZ1048'TRACK ROAD, 4.3 FT (1.3 M) NE FROM A WITNESS POST.  RM NO 2 IS A
 OZ1048'STANDARD USCGS DISK STAMPED---CRATER NO 2 1958---, SET INTO A
 OZ1048'PARTIALLY EXPOSED BOULDER OF 1.5 METERS (4.9 FT) LARGEST DIMENSION.
 OZ1048'THE STATION IS LOCATED 72.2 FT (22.0 M) W FROM THE CENTERLINE OF A
 OZ1048'TRACK ROAD, 29.5 FT (9.0 M) N FROM A WITNESS POST, AND 1.6 FT (0.5 M)
 OZ1048'LOWER THAN THE STATION.  RM NO 3 IS A STANDARD NGS DISK
 OZ1048'STAMPED---CRATER USGS 1959 NO 3 1983---, SET INTO A PARTIALLY EXPOSED
 OZ1048'BOULDER OF 0.6 METERS (2.0 FT) LARGEST DIMENSION.  THE STATION IS
 OZ1048'LOCATED 49.2 FT (15.0 M) N FROM THE CENTERLINE OF TRACK ROAD, 18.4 FT
 OZ1048'(5.6 M) E FROM A WITNESS POST, AND 3.3 FT (1.0 M) LOWER THAN THE
 OZ1048'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0930 ***********************************************************************
 OY0930  CBN         -  This is a Cooperative Base Network Control Station.
 OY0930  DESIGNATION -  CRATER
 OY0930  PID         -  OY0930
 OY0930  STATE/COUNTY-  ID/BUTTE
 OY0930  USGS QUAD   -  BUTTE CITY (1972)
 OY0930
 OY0930                         *CURRENT SURVEY CONTROL
 OY0930  ___________________________________________________________________
 OY0930* NAD 83(1999)-  43 35 29.47646(N)    113 08 51.15550(W)     ADJUSTED  
 OY0930* NAVD 88     -      1698.815  (meters)    5573.53   (feet)  ADJUSTED  
 OY0930  ___________________________________________________________________
 OY0930  X           -  -1,819,310.617 (meters)                     COMP
 OY0930  Y           -  -4,255,525.693 (meters)                     COMP
 OY0930  Z           -   4,376,495.030 (meters)                     COMP
 OY0930  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 OY0930  ELLIP HEIGHT-        1686.73  (meters)          (04/16/01) GPS OBS
 OY0930  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 OY0930  DYNAMIC HT  -        1697.854 (meters)    5570.38  (feet)  COMP
 OY0930  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 OY0930
 OY0930  HORZ ORDER  -  B
 OY0930  VERT ORDER  -  FIRST     CLASS II
 OY0930  ELLP ORDER  -  FOURTH    CLASS II
 OY0930
 OY0930.The horizontal coordinates were established by GPS observations
 OY0930.and adjusted by the National Geodetic Survey in April 2001..
 OY0930.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0930.DATUM ITEM on the data sheet items page.
 OY0930
 OY0930.The orthometric height was determined by differential leveling
 OY0930.and adjusted by the National Geodetic Survey in December 1992..
 OY0930
 OY0930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0930
 OY0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0930
 OY0930.The ellipsoidal height was determined by GPS observations
 OY0930.and is referenced to NAD 83.
 OY0930
 OY0930.The geoid height was determined by GEOID03.
 OY0930
 OY0930.The dynamic height is computed by dividing the NAVD 88
 OY0930.geopotential number by the normal gravity value computed on the
 OY0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0930.degrees latitude (g = 980.6199 gals.).
 OY0930
 OY0930.The modeled gravity was interpolated from observed gravity values.
 OY0930
 OY0930;                    North         East     Units Scale Factor Converg.
 OY0930;SPC ID C     -   214,165.321   568,836.155   MT  1.00000563   +0 35 16.1
 OY0930;UTM  12      - 4,828,746.291   326,643.718   MT  0.99996967   -1 28 52.1
 OY0930
 OY0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0930!SPC ID C     -   0.99973557  x   1.00000563  =   0.99974120
 OY0930!UTM  12      -   0.99973557  x   0.99996967  =   0.99970525
 OY0930
 OY0930:                Primary Azimuth Mark                     Grid Az
 OY0930:SPC ID C     -  CRATER AZ MK                             043 51 22.7
 OY0930:UTM  12      -  CRATER AZ MK                             045 55 30.9
 OY0930
 OY0930|---------------------------------------------------------------------|
 OY0930| PID    Reference Object                     Distance      Geod. Az  |
 OY0930|                                                           dddmmss.s |
 OY0930| CN4180 CRATER AZ MK                                       0442638.8 |
 OY0930| OY1133 CRATER RM 1                           5.341 METERS 05205     |
 OY0930| OY0917 NATIONAL REACTOR SITE MTR TANK      APPROX.15.0 KM 0911316.7 |
 OY0930| OY1134 CRATER RM 2                           4.232 METERS 29715     |
 OY0930|---------------------------------------------------------------------|
 OY0930
 OY0930                          SUPERSEDED SURVEY CONTROL
 OY0930
 OY0930  NAD 83(1992)-  43 35 29.47574(N)    113 08 51.15314(W) AD(       ) B
 OY0930  ELLIP H (05/15/92) 1686.82   (m)                       GP(       ) 4 2
 OY0930  NAD 83(1986)-  43 35 29.47195(N)    113 08 51.14011(W) AD(       ) 1
 OY0930  NAD 27      -  43 35 29.81510(N)    113 08 48.12740(W) AD(       ) 1
 OY0930  NGVD 29 (08/20/92) 1697.718  (m)         5569.93   (f) ADJUSTED    1 2
 OY0930
 OY0930.Superseded values are not recommended for survey control.
 OY0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0930.See file dsdata.txt to determine how the superseded data were derived.
 OY0930
 OY0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP2664428746(NAD 83)
 OY0930_MARKER: DS = TRIANGULATION STATION DISK
 OY0930_SETTING: 66 = SET IN ROCK OUTCROP
 OY0930_SP_SET: CONCRETE IN ROCK OUTCROP
 OY0930_STAMPING: CRATER 1949
 OY0930_MARK LOGO: USE   
 OY0930_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0930+STABILITY: POSITION/ELEVATION WELL
 OY0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0930+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 OY0930
 OY0930  HISTORY     - Date     Condition        Report By
 OY0930  HISTORY     - 1949     MONUMENTED       USE
 OY0930  HISTORY     - 1960     GOOD             USE
 OY0930  HISTORY     - 1974     GOOD             USGS
 OY0930  HISTORY     - 19900321 GOOD             NGS
 OY0930  HISTORY     - 19920711 GOOD             NGS
 OY0930  HISTORY     - 20050717 GOOD             DJC
 OY0930
 OY0930                          STATION DESCRIPTION
 OY0930
 OY0930'DESCRIBED BY US ENGINEERS 1960 (OSR)
 OY0930'THE STATION IS ON THE HIGHEST POINT OF A ROCKY KNOLL ON THE
 OY0930'EAST SIDE OF A CRATER-LIKE VALLEY.  IT IS ABOUT 4 MILES NORTH
 OY0930'OF BIG LOST RIVER, 3 MILES SOUTH AND 8 MILES EAST OF ARCO, 1-1/2
 OY0930'MILES SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 22 AND U.S.
 OY0930'HIGHWAYS 20 AND 26, 0.5 MILE SOUTHWEST OF U.S. HIGHWAYS 20
 OY0930'AND 26 AND IN T 3 N, R 28 E.
 OY0930'
 OY0930'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22
 OY0930'AND 26 (ABOUT 7 MILES EAST-SOUTHEAST OF ARCO), GO EAST AND SOUTHEAST
 OY0930'ON HIGHWAYS 20 AND 26 FOR 1.5 MILES TO A TRACK ROAD RIGHT,
 OY0930'TURN RIGHT AND FOLLOW TRACK ROAD ALONG HIGHWAY FOR ABOUT 50
 OY0930'YARDS, TURN RIGHT ON DIM TRACK ROAD AND GO SOUTHERLY FOR 0.05
 OY0930'MILE TO THE TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE
 OY0930'LEFT, CONTINUE SOUTHWESTERLY FOR 0.5 MILE TO THE BASE OF THE
 OY0930'ROCK KNOLL AND THE END OF TRUCK TRAVEL, PACK SOUTHWEST ABOUT
 OY0930'50 YARDS TO THE TOP OF THE KNOLL AND THE STATION.
 OY0930'
 OY0930'THE STATION MARK IS A DEPARTMENT OF THE ARMY, CORPS OF ENGINEERS
 OY0930'DISK, STAMPED CRATER 1949, SET IN A SLAB OF CONCRETE WHICH
 OY0930'APPEARS TO HAVE BEEN POURED OVER A GROUP OF BOULDERS, THE
 OY0930'SLAB BEING ABOUT 12 INCHES SQUARE AND PROJECTS 2 INCHES.
 OY0930'
 OY0930'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRATER USE NO
 OY0930'1 1960, CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 X 5 FOOT
 OY0930'BOULDER PROJECTING 2 FEET ON THE SOUTH AND 5 FEET ON THE
 OY0930'NORTH SIDE.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 OY0930'
 OY0930'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRATER USE NO
 OY0930'2 1960, CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 X 3 FOOT
 OY0930'BOULDER WHICH IS FLUSH WITH THE GROUND ON THE EAST AND PROJECTS
 OY0930'4 FEET ON THE WEST SIDE.  IT IS ABOUT 1 FOOT LOWER THAN THE
 OY0930'STATION.
 OY0930'
 OY0930'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRATER USE 1960,
 OY0930'CEMENTED IN A DRILL HOLE IN THE TOP OF AN 18 X 24 INCH BOULDER
 OY0930'PROJECTING 2 INCHES.  IT IS 115 FEET WEST OF THE CENTER OF
 OY0930'THE TRACK ROAD, 82 FEET SOUTHWEST OF THE NORTHEAST END OF A
 OY0930'ROCK RIDGE AND 5 FEET SOUTH OF A METAL, WITNESS SIGNPOST
 OY0930'SET IN A CAIRN.
 OY0930
 OY0930                          STATION RECOVERY (1974)
 OY0930
 OY0930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (KK)
 OY0930'GO EAST ON HWYS. 20 AND 26 1.2 MILES TO A TRACK ROAD RIGHT,
 OY0930'TURN RIGHT AND FOLLOW TRACK ROAD SOUTHWESTERLY 0.4 MI. TO A
 OY0930'RADIO TOWER, THENCE SOUTH ALONG TOP 0.25 MI. TO STA. MARK.
 OY0930'(REST OF DESC. OK).
 OY0930
 OY0930                          STATION RECOVERY (1990)
 OY0930
 OY0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY0930'THE STATION IS LOCATED ABOUT 1.3 KM (0.81 MI) SOUTHEAST OF THE
 OY0930'JUNCTION OF U.S. HIGHWAY 20, 26 AND STATE HIGHWAY 22, 33, 0.9 KM
 OY0930'(0.56 MI) SOUTHWEST OF U.S. HIGHWAY 20, 26 ON THE RESTRICTED PROPERTY
 OY0930'OF THE IDAHO NATIONAL ENGINEERING LABORATORY (U.S. DEPT. OF ENERGY).
 OY0930'A SECURITY CLEARANCE MUST BE OBTAINED BEFORE GOING TO THE STATION.
 OY0930'CONTACT DICK SMITH OF EG G IDAHO, INC., P.O. BOX 1625, IDAHO FALLS,
 OY0930'ID 83415, PHONE (208)526-9896.
 OY0930'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 20, 26, AND 93 IN ARCO.  GO
 OY0930'EAST ON U.S. HIGHWAYS 20 AND 26 FOR 12.3 KM (7.64 MI) TO THE JUNCTION
 OY0930'OF STATE HIGHWAYS 22 AND 33.  CONTINUE AHEAD EAST AND SOUTHEAST ON
 OY0930'U.S. HIGHWAYS 20 AND 26 FOR 2.0 KM (1.24 MI) TO A SIDE ROAD RIGHT
 OY0930'LEADING SOUTHWEST TO AN ANTENNA SITE.  CONTINUE AHEAD SOUTHEAST ON
 OY0930'U.S. HIGHWAYS 20 AND 26 FOR 0.3 KM (0.19 MI) TO THE EAST END OF A
 OY0930'SMALL HIGHWAY CUT AND THE WEST END OF A FILL AND A DIM TRACK ROAD
 OY0930'LEADING SOUTHEAST.  TURN RIGHT AND GO SOUTHEAST AND THEN
 OY0930'SOUTH-SOUTHWEST ON THE DIM TRACK ROAD FOR 0.75 KM (0.47 MI) TO THE
 OY0930'BASE OF A SMALL CRATER AND THE END OF TRUCK TRAVEL.  PACK ABOUT
 OY0930'80-FEET TO THE TOP OF THE CRATER AND THE STATION.
 OY0930'THE STATION MARK IS SET 5.3 M (17.39 FT) SOUTHWEST FROM RM 1, 4.2 M
 OY0930'(13.78 FT) FROM RM 2 AND 1.7 M (5.58 FT) SOUTH FROM A FIBERGLASS
 OY0930'WITNESS POST.
 OY0930'THE STATION MARK IS A DEPARTMENT OF THE ARMY, CORPS OF ENGINEERS DISK,
 OY0930'SET IN A 12-INCH SQUARE MONUMENT WHICH HAS BEEN POURED BETWEEN
 OY0930'PORTIONS OF THE CRATER AND PROJECTS ABOUT 2-INCHES ABOVE THE SURFACE
 OY0930'OF THE OUTCROP.
 OY0930
 OY0930                          STATION RECOVERY (1992)
 OY0930
 OY0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0930'14.1 KM (8.75 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY0930'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 0.6 KM (0.35 MI)
 OY0930'SOUTHWESTERLY ALONG A GRAVELED ROAD, THENCE 0.4 KM (0.25 MI)
 OY0930'SOUTHERLY ALONG A TRACK ROAD, NEAR THE CENTER OF A 3 BY 3-FOOT AREA
 OY0930'OF OUTCROPPING BEDROCK AT THE CREST OF A ROCKY KNOLL, 24.5 M (80.4
 OY0930'FT) SOUTHWEST OF THE ROAD CENTER, 5.3 M (17.4 FT) SOUTHWEST OF
 OY0930'REFERENCE MARK 1, 4.2 M (13.8 FT) EAST OF REFERENCE MARK 2, 1.7 M
 OY0930'(5.6 FT) SOUTH OF A WITNESS POST AND CAIRN.
 OY0930
 OY0930                          STATION RECOVERY (2005)
 OY0930
 OY0930'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 OY0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0971 ***********************************************************************
 OY0971  DESIGNATION -  CRATER
 OY0971  PID         -  OY0971
 OY0971  STATE/COUNTY-  ID/LINCOLN
 OY0971  USGS QUAD   -  BLACK RIDGE CRATER (1979)
 OY0971
 OY0971                         *CURRENT SURVEY CONTROL
 OY0971  ___________________________________________________________________
 OY0971* NAD 83(1992)-  43 00 53.15657(N)    113 57 44.66186(W)     ADJUSTED  
 OY0971* NAVD 88     -      1426.4    (meters)    4680.     (feet)  VERTCON   
 OY0971  ___________________________________________________________________
 OY0971  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 OY0971  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 OY0971
 OY0971  HORZ ORDER  -  SECOND
 OY0971
 OY0971.The horizontal coordinates were established by classical geodetic methods
 OY0971.and adjusted by the National Geodetic Survey in July 1992..
 OY0971
 OY0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0971
 OY0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0971
 OY0971.The geoid height was determined by GEOID03.
 OY0971
 OY0971;                    North         East     Units Scale Factor Converg.
 OY0971;SPC ID C     -   149,739.524   503,064.550   MT  0.99994748   +0 01 32.3
 OY0971;UTM  12      - 4,766,713.952   258,589.379   MT  1.00031701   -2 01 18.8
 OY0971;UTM  11      - 4,766,933.026   747,538.184   MT  1.00035387   +2 04 23.7
 OY0971
 OY0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0971!SPC ID C     -   0.99977851  x   0.99994748  =   0.99972601
 OY0971!UTM  12      -   0.99977851  x   1.00031701  =   1.00009545
 OY0971!UTM  11      -   0.99977851  x   1.00035387  =   1.00013231
 OY0971
 OY0971|---------------------------------------------------------------------|
 OY0971| PID    Reference Object                     Distance      Geod. Az  |
 OY0971|                                                           dddmmss.s |
 OY0971| CN4181 CRATER RM 1                          15.846 METERS 19902     |
 OY0971| OZ0874 RICHFIELD TANK                      APPROX.16.2 KM 2852529.4 |
 OY0971| CN4182 CRATER RM 2                          14.916 METERS 30733     |
 OY0971|---------------------------------------------------------------------|
 OY0971
 OY0971                          SUPERSEDED SURVEY CONTROL
 OY0971
 OY0971  NAD 83(1986)-  43 00 53.15467(N)    113 57 44.65672(W) AD(       ) 2
 OY0971  NAD 27      -  43 00 53.49053(N)    113 57 41.55793(W) AD(       ) 2
 OY0971  NGVD 29 (01/23/89) 1425.4    (m)         4676.     (f) VERT ANG       
 OY0971
 OY0971.Superseded values are not recommended for survey control.
 OY0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0971.See file dsdata.txt to determine how the superseded data were derived.
 OY0971
 OY0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN5858966714(NAD 83)
 OY0971_MARKER: DS = TRIANGULATION STATION DISK
 OY0971_SETTING: 66 = SET IN ROCK OUTCROP
 OY0971_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OY0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0971
 OY0971  HISTORY     - Date     Condition        Report By
 OY0971  HISTORY     - 1947     MONUMENTED       USGS
 OY0971  HISTORY     - 1970     GOOD             USGS
 OY0971  HISTORY     - 1970     GOOD             USGS
 OY0971  HISTORY     - 1972     GOOD             USGS
 OY0971
 OY0971                          STATION DESCRIPTION
 OY0971
 OY0971'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OY0971'LOCATED ABOUT 17 MI. (AIRLINE) NE. OF DIETRICH, 10.5 MI. ESE. OF
 OY0971'RICHFIELD, ON THE W. RIM OF AN OLD VOLCANIC CRATER, THE MOST PROMINENT
 OY0971'POINT IN THE VICINITY.
 OY0971'
 OY0971'TO REACH FROM RICHFIELD, DRIVE NE. ON U.S. HIGHWAY 20, 26, AND
 OY0971'ALTERNATE 93 FOR 4.4 MI., TURN RIGHT ON GRAVEL RD. CROSSING RAILROAD
 OY0971'TRACKS AND GO 0.3 MI. TO A BRIDGE OVER LITTLE WOOD RIVER CANAL,
 OY0971'CONTINUE E. ON MAIN RD. FOR 0.7 MI. TO JUNCTION, TURN RIGHT (SE.) ON
 OY0971'MAIN TRACK RD. FOR 7.9 MI. TO BLADED FIREBREAK CROSSING RD., TURN
 OY0971'RIGHT (S.) ON FIREBREAK FOR 1.0 MI., TURN LEFT ON DIM TRACK RD. NE.
 OY0971'FOR 0.6 MI. TO STATION ON HIGHEST POINT ON W. EDGE OF CRATER RIM.
 OY0971'
 OY0971'STATION MARK--A STANDARD USGS TABLET STAMPED---CRATER 1947---,
 OY0971'CEMENTED IN DRILL HOLE IN ROCK.
 OY0971'
 OY0971'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 OY0971'---NO 1---, CEMENTED IN DRILL HOLE IN ROCK 3.18 FT. BELOW STATION
 OY0971'MARK, 51.99 FT. FROM STATION MARK IN BEARING S 19 DEGREES 02 MINUTES W
 OY0971'
 OY0971'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 OY0971'---NO 2---, CEMENTED IN DRILL HOLE IN ROCK 3.62 FT. BELOW STATION
 OY0971'MARK, 48.94 FT. FROM STATION MARK IN BEARING N 52 DEGREES 27 MINUTES W
 OY0971
 OY0971                          STATION RECOVERY (1970)
 OY0971
 OY0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OY0971'RM 1 TO RM 2 NOT MEASURED.
 OY0971'
 OY0971'LOCATED ABOUT 17 MI (AIRLINE) NE. OF DIETRICH.  10.5 MI ESE. OF
 OY0971'RICHFIELD.  ON THE WEST RIM OF AN OLD VOLCANIC CRATER, THE MOST
 OY0971'PROMINENT POINT IN THE VICINITY.
 OY0971'
 OY0971'TO REACH FROM RICHFIELD DRIVE NE. ON U.S. HIGHWAY 20, 26, AND
 OY0971'ALTERNATE 93 FOR 4.4 MI.  TURN RIGHT ON GRAVEL RD. X-ING RR. TRACKS
 OY0971'AND GO 0.3 MI TO A BRIDGE OVER LITTLE WOOD RIVER CANAL.  CONTINUE
 OY0971'E. ON MAIN RD. FOR 0.7 MI TO JCT.  TURN RIGHT SE. ON MAIN TRACK
 OY0971'RD. FOR 7.9 MI TO BLADED FIREBREAK X-ING RD.  TURN RIGHT S. ON
 OY0971'FIREBREAK FOR 1.0 MI.  TURN LEFT ON DIM TRACK RD. NE. FOR 0.6 MI
 OY0971'TO STATION ON HIGHEST POINT ON WEST EDGE OF CRATER RIM.
 OY0971'
 OY0971'STATION MARK--A STANDARD USGS TABLET STAMPED CRATER 1947 CEMENTED
 OY0971'IN DRILL HOLE IN ROCK.
 OY0971'
 OY0971'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 OY0971'STAMPED NO 1 CEMENTED IN DRILL HOLE IN ROCK 3.18 FT BELOW STATION
 OY0971'MARK.
 OY0971'
 OY0971'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 OY0971'STAMPED NO 2 CEMENTED IN DRILL HOLE IN ROCK 3.62 FT BELOW STATION
 OY0971'MARK.
 OY0971
 OY0971                          STATION RECOVERY (1970)
 OY0971
 OY0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OY0971'STATION FOUND AS DESCRIBED BY USGS, 1970.
 OY0971'
 OY0971'ALL MARKS IN GOOD CONDITION EXCEPT RM 2 WAS NOT FOUND.
 OY0971
 OY0971                          STATION RECOVERY (1972)
 OY0971
 OY0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0971'STATION FOUND AS DESCRIBED BY USGS, 1970.
 OY0971'
 OY0971'ALL MARKS IN GOOD CONDITION EXCEPT RM 2 WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1193 ***********************************************************************
 PY1193  DESIGNATION -  CRATER
 PY1193  PID         -  PY1193
 PY1193  STATE/COUNTY-  ID/FREMONT
 PY1193  USGS QUAD   -  BIG GRASSY RIDGE (1972)
 PY1193
 PY1193                         *CURRENT SURVEY CONTROL
 PY1193  ___________________________________________________________________
 PY1193* NAD 83(1992)-  44 02 15.04604(N)    111 58 14.50744(W)     ADJUSTED  
 PY1193* NAVD 88     -      1791.4    (meters)    5877.     (feet)  VERTCON   
 PY1193  ___________________________________________________________________
 PY1193  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 PY1193  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 PY1193
 PY1193  HORZ ORDER  -  THIRD
 PY1193
 PY1193.The horizontal coordinates were established by classical geodetic methods
 PY1193.and adjusted by the National Geodetic Survey in July 1992..
 PY1193
 PY1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1193
 PY1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1193
 PY1193.The geoid height was determined by GEOID03.
 PY1193
 PY1193;                    North         East     Units Scale Factor Converg.
 PY1193;SPC ID E     -   263,381.794   215,707.288   MT  0.99995040   +0 08 10.4
 PY1193;UTM  12      - 4,876,497.314   422,224.190   MT  0.99967440   -0 40 29.3
 PY1193
 PY1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1193!SPC ID E     -   0.99972088  x   0.99995040  =   0.99967129
 PY1193!UTM  12      -   0.99972088  x   0.99967440  =   0.99939537
 PY1193
 PY1193:                Primary Azimuth Mark                     Grid Az
 PY1193:SPC ID E     -  WEST BUTTE                               124 50 07.4
 PY1193:UTM  12      -  WEST BUTTE                               125 38 47.1
 PY1193
 PY1193|---------------------------------------------------------------------|
 PY1193| PID    Reference Object                     Distance      Geod. Az  |
 PY1193|                                                           dddmmss.s |
 PY1193| PY1192 WEST BUTTE                          APPROX. 6.8 KM 1245817.8 |
 PY1193|---------------------------------------------------------------------|
 PY1193
 PY1193                          SUPERSEDED SURVEY CONTROL
 PY1193
 PY1193  NAD 83(1986)-  44 02 15.04200(N)    111 58 14.49374(W) AD(       ) 3
 PY1193  NAD 27      -  44 02 15.36712(N)    111 58 11.58589(W) AD(       ) 3
 PY1193  NGVD 29 (07/19/86) 1790.3    (m)         5874.     (f) VERT ANG       
 PY1193
 PY1193.Superseded values are not recommended for survey control.
 PY1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1193.See file dsdata.txt to determine how the superseded data were derived.
 PY1193
 PY1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP2222476497(NAD 83)
 PY1193_MARKER: DD = SURVEY DISK
 PY1193_SETTING: 66 = SET IN ROCK OUTCROP
 PY1193_SP_SET: SET IN ROCK OUTCROP
 PY1193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1193+STABILITY: POSITION/ELEVATION WELL
 PY1193
 PY1193  HISTORY     - Date     Condition        Report By
 PY1193  HISTORY     - 1947     MONUMENTED       USGS
 PY1193  HISTORY     - 1964     GOOD             USGS
 PY1193
 PY1193                          STATION DESCRIPTION
 PY1193
 PY1193'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PY1193'LOCATED ABOUT 15 MI. WNW. OF ST. ANTHONY, 15.5 MI. NW. OF REXBURG AND
 PY1193'5 MI. N. OF SAND MOUNTAIN (AIRLINE) (ON HIGHEST PEAK OF SAND DUNES)
 PY1193'ON TOP OF S. RIM OF AN EXTINCT CRATER ABOUT 1400 FT. W. OF POINT
 PY1193'WHERE TRACK RD. DESCENDS INTO CRATER.
 PY1193'
 PY1193'TO REACH FROM THE INTERSECTION OF PARKER RD. (PAVED) AND U.S. HIGHWAY
 PY1193'191 IN ST. ANTHONY, DRIVE W. ON PARKER RD. FOR 3.6 MI. TO CROSSROADS
 PY1193'WHERE PAVEMENT TURNS S., CONTINUE STRAIGHT AHEAD (W.) ON GRAVELED RD.
 PY1193'FOR 1.2 MI. TO CROSSROADS, TURN RIGHT (N.) AND DRIVE 7.6 MI. ON
 PY1193'GRAVELED RD. TO T-RD. (GLO IRON POST STAMPED--T9N R39E R40E
 PY1193'S35 S36 S30 S31-- IS IN THE SW. ANGLE OF THE INTERSECTION) TURN
 PY1193'LEFT (W.) ON DIRT RD. AND DRIVE 6.5 MI. TO A RD. FORK, TAKE LEFT
 PY1193'FORK TRACK RD. (S.) AND DRIVE 4.55 MI. TO E. SLOPE OF CRATER, TURN
 PY1193'RIGHT (W.) AND DRIVE CROSS-COUNTRY FOR 0.3 MI. TO RIM OF CRATER,
 PY1193'TURN LEFT AND FOLLOW TRACK RD. 0.5 MI. AROUND RIM OF CRATER TO
 PY1193'STATION SITE.
 PY1193'
 PY1193'STATION MARK--STANDARD TABLET STAMPED---CRATER 1947---, CEMENTED
 PY1193'IN SOLID ROCK OUTCROP.
 PY1193'
 PY1193'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 PY1193'---NO 1---, CEMENTED IN SOLID ROCK OUTCROP, 45.55 FT. FROM STATION
 PY1193'MARK, N 62 DEG 46 MIN W.
 PY1193'
 PY1193'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 PY1193'---NO 2---, CEMENTED IN SOLID ROCK OUTCROP, 40.05 FT. FROM STATION
 PY1193'MARK, S 05 DEG 42 MIN E.
 PY1193
 PY1193                          STATION RECOVERY (1964)
 PY1193
 PY1193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PY1193'LOCATED ABOUT 21.5 MI. (AIRLINE) NW. OF ASHTON, ABOUT 21 MI. NNW. OF
 PY1193'ST. ANTHONY, ABOUT 14 MI. SW. OF THE W. END OF ISLAND PARK RESERVOIR,
 PY1193'ON THE S. SIDE OF THE HIGHEST POINT OF BUTTE LOCALLY KNOWN AS BUTTE
 PY1193'CRATER.
 PY1193'
 PY1193'TO REACH FROM POST OFFICE AT ST. ANTHONY, DRIVE N. 0.2 MI. TO STOP
 PY1193'SIGN AT CROSSROAD, TURN LEFT (W.) AND DRIVE 3.6 MI. ALONG PAVED RD.
 PY1193'TO FORK OF A GRAVEL RD., CONTINUE STRAIGHT (W.) ON GRAVEL RD. FOR
 PY1193'1.1 MI. TO CROSSROAD AND SIGNS READING --ICE CAVES 23 MI.--,
 PY1193'--SPENCER 50 MI.--, AND --FULLMER DESERT PLAYGROUND--, TURN RIGHT
 PY1193'(N.) ALONG A PAVED RD. (WHICH BECOMES A GRAVEL SURFACE AFTER 1.1 MI.)
 PY1193'AND DRIVE IN A GENERALLY N. DIRECTION ALONG THE RED RD. FOR 20 MI. TO
 PY1193'A RD. FORK AND WEATHER BEATEN SIGN READING --ICE CAVES 3 MI.--, TAKE
 PY1193'FORK RIGHT OFF OF MAIN RD. (RED RD.) AND CONTINUE OVER WINDING,
 PY1193'MAIN-TRAVELED RD. TO ICE CAVES FOR 3.7 MI. TO A RD. FORK, TAKE RIGHT
 PY1193'FORK (E.), A LESS-TRAVELED TRACK RD., FOR 0.05 MI. TO ANOTHER RD.
 PY1193'FORK (FAINT), TURN LEFT (E.) ON A DIM TRACK RD. AND FOLLOW IT FOR
 PY1193'0.5 MI. AND END OF TRUCK TRAVEL.  PACK APPROXIMATELY 0.5 MI. N. TO
 PY1193'THE HIGHEST TOP IN THE AREA, ABOUT A 15 MINUTE HIKE.  STATION LIES
 PY1193'ABOUT 3 FT. BELOW THE TOP ON THE S. SIDE.
 PY1193'
 PY1193'STATION MARK--A STANDARD TABLET STAMPED---CRATER 1964---SET IN A
 PY1193'ROCK OUTCROP.
 PY1193'
 PY1193'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 PY1193'---NO 1 1964--- SET IN ROCK OUTCROP, ABOUT 2 FT. BELOW AND 29.90 FT.
 PY1193'FROM STATION MARK, N 46 DEG 07 MIN E.
 PY1193'
 PY1193'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 PY1193'---NO 2 1964--- SET IN ROCK OUTCROP, ABOUT LEVEL AND 37.66 FT. FROM
 PY1193'STATION MARK, N 55 DEG 09 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1133 ***********************************************************************
 OY1133  DESIGNATION -  CRATER RM 1
 OY1133  PID         -  OY1133
 OY1133  STATE/COUNTY-  ID/BUTTE
 OY1133  USGS QUAD   -  BUTTE CITY (1972)
 OY1133
 OY1133                         *CURRENT SURVEY CONTROL
 OY1133  ___________________________________________________________________
 OY1133* NAD 83(1986)-  43 35 29.     (N)    113 08 51.     (W)     SCALED    
 OY1133* NAVD 88     -      1697.944  (meters)    5570.67   (feet)  ADJUSTED  
 OY1133  ___________________________________________________________________
 OY1133  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 OY1133  DYNAMIC HT  -        1696.981 (meters)    5567.51  (feet)  COMP
 OY1133  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 OY1133
 OY1133  VERT ORDER  -  FIRST     CLASS II
 OY1133
 OY1133.The horizontal coordinates were scaled from a topographic map and have
 OY1133.an estimated accuracy of +/- 6 seconds.
 OY1133
 OY1133.The orthometric height was determined by differential leveling
 OY1133.and adjusted by the National Geodetic Survey in December 1992..
 OY1133
 OY1133.The geoid height was determined by GEOID03.
 OY1133
 OY1133.The dynamic height is computed by dividing the NAVD 88
 OY1133.geopotential number by the normal gravity value computed on the
 OY1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1133.degrees latitude (g = 980.6199 gals.).
 OY1133
 OY1133.The modeled gravity was interpolated from observed gravity values.
 OY1133
 OY1133;                    North         East    Units  Estimated Accuracy
 OY1133;SPC ID C     -   214,150.      568,840.      MT  (+/- 180 meters Scaled)
 OY1133
 OY1133                          SUPERSEDED SURVEY CONTROL
 OY1133
 OY1133  NGVD 29 (08/20/92) 1696.845  (m)         5567.07   (f) ADJUSTED    1 2
 OY1133
 OY1133.Superseded values are not recommended for survey control.
 OY1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1133.See file dsdata.txt to determine how the superseded data were derived.
 OY1133
 OY1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP266287(NAD 83)
 OY1133_MARKER: DR = REFERENCE MARK DISK
 OY1133_SETTING: 80 = SET IN A BOULDER
 OY1133_SP_SET: IN DRILL HOLE IN A BOULDER
 OY1133_STAMPING: CRATER USE NO 1 1960
 OY1133_MARK LOGO: CGS   
 OY1133_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1133+STABILITY: SURFACE MOTION
 OY1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1133+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1992
 OY1133
 OY1133  HISTORY     - Date     Condition        Report By
 OY1133  HISTORY     - 1960     MONUMENTED       CGS
 OY1133  HISTORY     - 19920711 GOOD             NGS
 OY1133
 OY1133                          STATION DESCRIPTION
 OY1133
 OY1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1133'14.1 KM (8.75 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1133'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 0.6 KM (0.35 MI)
 OY1133'SOUTHWESTERLY ALONG A GRAVELED ROAD, THENCE 0.4 KM (0.25 MI)
 OY1133'SOUTHERLY ALONG A TRACK ROAD, NEAR THE SOUTH END OF A 3 BY 5-FOOT
 OY1133'PARTIALLY EXPOSED BOULDER ALONG THE NORTH SLOPE OF A ROCKY KNOLL,
 OY1133'19.2 M (63.0 FT) SOUTHWEST OF THE ROAD CENTER, 5.3 M (17.4 FT)
 OY1133'NORTHEAST OF TRIANGULATION STATION CRATER, AND 1.3 M (4.3 FT) BELOW
 OY1133'THE CREST OF THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1134 ***********************************************************************
 OY1134  DESIGNATION -  CRATER RM 2
 OY1134  PID         -  OY1134
 OY1134  STATE/COUNTY-  ID/BUTTE
 OY1134  USGS QUAD   -  BUTTE CITY (1972)
 OY1134
 OY1134                         *CURRENT SURVEY CONTROL
 OY1134  ___________________________________________________________________
 OY1134* NAD 83(1986)-  43 35 29.     (N)    113 08 51.     (W)     SCALED    
 OY1134* NAVD 88     -      1698.594  (meters)    5572.80   (feet)  ADJUSTED  
 OY1134  ___________________________________________________________________
 OY1134  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 OY1134  DYNAMIC HT  -        1697.631 (meters)    5569.64  (feet)  COMP
 OY1134  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 OY1134
 OY1134  VERT ORDER  -  FIRST     CLASS II
 OY1134
 OY1134.The horizontal coordinates were scaled from a topographic map and have
 OY1134.an estimated accuracy of +/- 6 seconds.
 OY1134
 OY1134.The orthometric height was determined by differential leveling
 OY1134.and adjusted by the National Geodetic Survey in December 1992..
 OY1134
 OY1134.The geoid height was determined by GEOID03.
 OY1134
 OY1134.The dynamic height is computed by dividing the NAVD 88
 OY1134.geopotential number by the normal gravity value computed on the
 OY1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1134.degrees latitude (g = 980.6199 gals.).
 OY1134
 OY1134.The modeled gravity was interpolated from observed gravity values.
 OY1134
 OY1134;                    North         East    Units  Estimated Accuracy
 OY1134;SPC ID C     -   214,150.      568,840.      MT  (+/- 180 meters Scaled)
 OY1134
 OY1134                          SUPERSEDED SURVEY CONTROL
 OY1134
 OY1134  NGVD 29 (08/20/92) 1697.495  (m)         5569.20   (f) ADJUSTED    1 2
 OY1134
 OY1134.Superseded values are not recommended for survey control.
 OY1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1134.See file dsdata.txt to determine how the superseded data were derived.
 OY1134
 OY1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP266287(NAD 83)
 OY1134_MARKER: DR = REFERENCE MARK DISK
 OY1134_SETTING: 80 = SET IN A BOULDER
 OY1134_SP_SET: IN DRILL HOLE IN A BOULDER
 OY1134_STAMPING: CRATER USE NO 2 1960
 OY1134_MARK LOGO: CGS   
 OY1134_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1134+STABILITY: SURFACE MOTION
 OY1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1134+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1992
 OY1134
 OY1134  HISTORY     - Date     Condition        Report By
 OY1134  HISTORY     - 1960     MONUMENTED       CGS
 OY1134  HISTORY     - 19920711 GOOD             NGS
 OY1134
 OY1134                          STATION DESCRIPTION
 OY1134
 OY1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1134'14.1 KM (8.75 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1134'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 0.6 KM (0.35 MI)
 OY1134'SOUTHWESTERLY ALONG A GRAVELED ROAD, THENCE 0.4 KM (0.25 MI)
 OY1134'SOUTHERLY ALONG A TRACK ROAD, NEAR THE CENTER OF A 2 BY 3-FOOT
 OY1134'PARTIALLY EXPOSED BOULDER NEAR THE CREST OF A ROCKY KNOLL, 25.0 M
 OY1134'(82.0 FT) SOUTHWEST OF THE ROAD CENTER, 4.2 M (13.8 FT) WEST OF
 OY1134'TRIANGULATION STATION CRATER, AND 0.3 M (1.0 FT) BELOW THE CREST OF
 OY1134'THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0935 ***********************************************************************
 OY0935  CBN         -  This is a Cooperative Base Network Control Station.
 OY0935  DESIGNATION -  CRAWFORD
 OY0935  PID         -  OY0935
 OY0935  STATE/COUNTY-  ID/BUTTE
 OY0935  USGS QUAD   -  APPENDICITIS HILL (1972)
 OY0935
 OY0935                         *CURRENT SURVEY CONTROL
 OY0935  ___________________________________________________________________
 OY0935* NAD 83(1999)-  43 43 24.29154(N)    113 28 23.98987(W)     ADJUSTED  
 OY0935* NAVD 88     -      2599.3    (meters)    8528.     (feet)  GPS OBS   
 OY0935  ___________________________________________________________________
 OY0935  X           -  -1,839,706.925 (meters)                     COMP
 OY0935  Y           -  -4,236,427.722 (meters)                     COMP
 OY0935  Z           -   4,387,722.362 (meters)                     COMP
 OY0935  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 OY0935  ELLIP HEIGHT-        2587.53  (meters)          (04/16/01) GPS OBS
 OY0935  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 OY0935
 OY0935  HORZ ORDER  -  B
 OY0935  ELLP ORDER  -  FOURTH    CLASS II
 OY0935
 OY0935.The horizontal coordinates were established by GPS observations
 OY0935.and adjusted by the National Geodetic Survey in April 2001..
 OY0935.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0935.DATUM ITEM on the data sheet items page.
 OY0935
 OY0935.The orthometric height was determined by GPS observations and a
 OY0935.high-resolution geoid model.
 OY0935
 OY0935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0935
 OY0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0935
 OY0935.The ellipsoidal height was determined by GPS observations
 OY0935.and is referenced to NAD 83.
 OY0935
 OY0935.The geoid height was determined by GEOID03.
 OY0935
 OY0935;                    North         East     Units Scale Factor Converg.
 OY0935;SPC ID C     -   228,600.313   542,435.688   MT  0.99996951   +0 21 50.5
 OY0935;UTM  12      - 4,844,126.780   300,781.212   MT  1.00008819   -1 42 36.3
 OY0935
 OY0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0935!SPC ID C     -   0.99959441  x   0.99996951  =   0.99956394
 OY0935!UTM  12      -   0.99959441  x   1.00008819  =   0.99968257
 OY0935
 OY0935|---------------------------------------------------------------------|
 OY0935| PID    Reference Object                     Distance      Geod. Az  |
 OY0935|                                                           dddmmss.s |
 OY0935| OY0936 CRAWFORD RM 1                         2.132 METERS 02353     |
 OY0935| CN4183 CRAWFORD AZ MK                                     0493302.0 |
 OY0935| OY0927 HOWE                                               09203     |
 OY0935| CN4184 CRAWFORD RM 1                         6.685 METERS 18600     |
 OY0935| CN4186 CRAWFORD RM CROSS                     4.932 METERS 30317     |
 OY0935| CN4185 CRAWFORD RM 2                        18.479 METERS 30659     |
 OY0935|---------------------------------------------------------------------|
 OY0935
 OY0935                          SUPERSEDED SURVEY CONTROL
 OY0935
 OY0935  NAD 83(1992)-  43 43 24.29068(N)    113 28 23.98769(W) AD(       ) B
 OY0935  ELLIP H (05/15/92) 2587.63   (m)                       GP(       ) 4 2
 OY0935  NAD 83(1986)-  43 43 24.28731(N)    113 28 23.98036(W) AD(       ) 1
 OY0935  NAD 27      -  43 43 24.64620(N)    113 28 20.92200(W) AD(       ) 1
 OY0935  NGVD 29 (07/19/86) 2598.1    (m)         8524.     (f) VERT ANG       
 OY0935
 OY0935.Superseded values are not recommended for survey control.
 OY0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0935.See file dsdata.txt to determine how the superseded data were derived.
 OY0935
 OY0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP0078144127(NAD 83)
 OY0935_MARKER: DB = BENCH MARK DISK
 OY0935_SETTING: 66 = SET IN ROCK OUTCROP
 OY0935_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OY0935_MARK LOGO: USGS  
 OY0935_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0935+STABILITY: POSITION/ELEVATION WELL
 OY0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0935+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 OY0935
 OY0935  HISTORY     - Date     Condition        Report By
 OY0935  HISTORY     - 1915     MONUMENTED       USGS
 OY0935  HISTORY     - 1915     GOOD             USGS
 OY0935  HISTORY     - 1959     GOOD             USGS
 OY0935  HISTORY     - 1960     GOOD             CGS
 OY0935  HISTORY     - 1965     GOOD             CGS
 OY0935  HISTORY     - 1969     GOOD             USGS
 OY0935  HISTORY     - 1970     GOOD             USGS
 OY0935  HISTORY     - 1972     GOOD             USGS
 OY0935  HISTORY     - 19900921 GOOD             NGS
 OY0935  HISTORY     - 20050709 GOOD             DJC
 OY0935
 OY0935                          STATION DESCRIPTION
 OY0935
 OY0935'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 OY0935'LOCATED 20 MI W. OF ARCO, 8 MI S. OF DARLINGTON POST OFFICE, 3 MI
 OY0935'E. OF E. S. CRAWFORD RANCH ON ANTELOPE CREEK.  ON APPENDICITIS
 OY0935'HILL, THE HIGHEST POINT OF GRASSY RIDGES BETWEEN ANTELOPE CREEK
 OY0935'AND THE LAVAS.
 OY0935'
 OY0935'REACH BY CLIMBING FROM CRAWFORD RANCH.
 OY0935'
 OY0935'STATION MARK--STANDARD TABLET, UNSTAMPED, SET IN SOLID ROCK
 OY0935'CENTERED UNDER LARGE MONUMENT.
 OY0935'
 OY0935'RM 1--CHISELED CROSS ON SOLID ROCK NW.
 OY0935
 OY0935                          STATION RECOVERY (1915)
 OY0935
 OY0935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1915
 OY0935'RECOVERED IN GOOD CONDITION.
 OY0935
 OY0935                          STATION RECOVERY (1959)
 OY0935
 OY0935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 OY0935'RECOVERED IN GOOD CONDITION.
 OY0935'
 OY0935'A NEW RD. HAS BEEN BUILT UP
 OY0935'NORTHEAST SIDE OF MOUNTAIN. IT IS NOW POSSIBLE TO DRIVE TO
 OY0935'STATION.  STATION REACHED BY HELICOPTER.
 OY0935'
 OY0935'RM 1--STANDARD TABLET STAMPED---CRAWFORD NO 1 1959,---IN ROCK
 OY0935'OUTCROP.
 OY0935'
 OY0935'RM 2--CHISELED CROSS ON SOLID ROCK NW. (RM 1 IN 1915).
 OY0935
 OY0935                          STATION RECOVERY (1960)
 OY0935
 OY0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0935'THE STATION IS ABOUT 5-1/2 MILES WEST OF MOORE, 10 MILES
 OY0935'NORTHWEST OF ARCO, ON THE HIGHEST POINT OF A GRASS COVERED
 OY0935'MOUNTAIN KNOWN AS APPENDICITIS HILL AND IN R 25 E, T 5 N.
 OY0935'
 OY0935'TO REACH THE STATION FROM THE VILLAGE OF MOORE, GO NORTHWEST
 OY0935'ON U.S. HIGHWAY 93 FOR 3.6 MILES TO A PAVED SIDE ROAD ON THE
 OY0935'LEFT, AT A SIGN ANTELOPE G.S. 20.  TURN LEFT AND GO WEST FOR 0.3
 OY0935'MILE TO A TRACK ROAD ON THE LEFT, ABOUT 150 FEET WEST OF A CANAL.
 OY0935'TURN LEFT AND FOLLOW THE TRACK ROAD SOUTHEAST, THENCE SOUTHWEST
 OY0935'UP A CANYON FOR 6.2 MILES TO THE TOP OF A PROMINENT HILL AND
 OY0935'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWEST FOR 1.2
 OY0935'MILES TO THE HIGHEST POINT AND THE STATION.
 OY0935'
 OY0935'THE STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY DISK,
 OY0935'CEMENTED IN A DRILL HOLE NEAR THE CENTER OF A 14 BY 15 FOOT ROCK
 OY0935'FORMATION THAT FORMS THE HIGHEST POINT OF THE MOUNTAIN.  THE
 OY0935'ROCK FORMATION PROJECTS ABOUT 5 FEET ABOVE THE MOUNTAIN PROPER.
 OY0935'
 OY0935'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRAWFORD USGS NO 1
 OY0935'1960, CEMENTED IN A DRILL HOLE IN A 3 BY 8 FOOT ROCK OUTCROP
 OY0935'PROJECTING 3 FEET.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 OY0935'
 OY0935'REFERENCE MARK 2 IS A UNITED STATES GEOLOGICAL SURVEY DISK,
 OY0935'STAMPED CRAWFORD NO 1 1959, CEMENTED IN A DRILL HOLE IN THE SAME
 OY0935'ROCK FORMATION AS THE STATION.  IT IS AT THE SAME ELEVATION AS
 OY0935'THE STATION.
 OY0935'
 OY0935'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRAWFORD USGS 1960,
 OY0935'CEMENTED IN A DRILL HOLE IN A 2 BY 8 FOOT ROCK OUTCROP PROJECTING
 OY0935'4 INCHES.  IT IS 29 FEET NORTH OF THE CENTER OF THE ROAD, 3
 OY0935'FEET WEST OF A CAIRN AND ABOUT 30 FEET SOUTH AND 5 FEET LOWER
 OY0935'THAN THE HIGHEST POINT OF THE HILL.
 OY0935'
 OY0935'NOTE--THE STATION MARK BEARS NO STAMPING.
 OY0935
 OY0935                          STATION RECOVERY (1965)
 OY0935
 OY0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 OY0935'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 OY0935'CONDITION.
 OY0935'
 OY0935'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS--
 OY0935'
 OY0935'THE STATION IS LOCATED ABOUT 5-1/4 AIRLINE MILES WEST OF MOORE,
 OY0935'ABOUT 10 AIRLINE MILES NORTHWEST OF ARCO AND 15-1/2 AIRLINE MILES
 OY0935'SOUTHEAST OF MACKAY.  ON A HIGH ROCK COVERED RIDGE WHICH IS THE
 OY0935'HIGHEST POINT IN THE IMMEDIATE VICINITY.
 OY0935'
 OY0935'TO REACH THE STATION FROM THE POST OFFICE IN MOORE, GO NORTHWEST
 OY0935'ON U.S. HIGHWAY ALTERNATE 93 FOR 3.35 MILES TO A SIDE ROAD LEFT
 OY0935'AT SIGN ANTELOPE G.S. 20.  TURN LEFT AND GO WESTERLY ON A PAVED
 OY0935'ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 OY0935'SOUTHEASTERLY ON A TRACK ROAD FOLLOWING A CANAL FOR 0.55 MILE,
 OY0935'BEAR RIGHT AND GO SOUTH AND SOUTHEAST ON THE TRACK ROAD FOR 0.95
 OY0935'MILE TO A DRAW ON THE RIGHT.  TURN RIGHT AND GO WESTERLY UP THE
 OY0935'DRAW FOR 5.25 MILES TO THE TOP OF A HILL AND THE AZIMUTH MARK
 OY0935'ON THE RIGHT.  CONTINUE WESTERLY ON THE TRACK ROAD FOR 1.2
 OY0935'MILES TO THE WEST EDGE OF THE RIDGE AND STATION ON THE
 OY0935'HIGHEST POINT OF THE RIDGE.
 OY0935'
 OY0935'THE STATION MARK IS A USGS STATION DISK (STAMPING
 OY0935'INDISTINGUISHABLE) CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OY0935'BEDROCK WHICH PROJECTS ABOUT 4 FEET.
 OY0935'
 OY0935'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CRAWFORD USGS NO 1
 OY0935'1960, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 OY0935'PROJECTS 1 FOOT AND ABOUT 5 FEET LOWER THAN THE STATION.
 OY0935'
 OY0935'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CRAWFORD USGS NO 2 1960,
 OY0935'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 OY0935'ABOUT 6 FEET AND ABOUT 6 FEET LOWER THAN THE STATION.
 OY0935'
 OY0935'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRAWFORD USGS 1960,
 OY0935'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 OY0935'3 INCHES.  IT IS 39 FEET SOUTHEAST AND 3 FEET LOWER THAN THE
 OY0935'HIGHEST POINT OF THE HILL, 29 FEET NORTH OF THE CENTER OF THE
 OY0935'TRACK ROAD, 3 FEET NORTHWEST OF A ROCK CAIRN AND 0.9 MILE
 OY0935'NORTHEAST OF THE HIGHEST POINT OF THE RIDGE WHICH IS THE HIGHEST
 OY0935'POINT IN THE IMMEDIATE VICINITY.
 OY0935'
 OY0935'USGS R.M. 1 IS A REFERENCE MARK DISK STAMPED CRAWFORD NO 1
 OY0935'1959, CEMENTED IN A DRILL HOLE IN THE SAME OUTCROPP OF BEDROCK
 OY0935'AS THE STATION WHICH PROJECTS ABOUT 4 FEET.
 OY0935'
 OY0935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/4 MILES
 OY0935'WEST OF MOORE
 OY0935
 OY0935                          STATION RECOVERY (1969)
 OY0935
 OY0935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0935'RECOVERED AS DESCRIBED.  A 4-WHEEL DRIVE NEEDED TO REACH
 OY0935'STATION.
 OY0935'
 OY0935'RM 1--NGS DISK STAMPED---CRAWFORD USGS NO 1 1960,---CEMENTED
 OY0935'IN DRILL HOLE IN 3X8-FT ROCK OUTCROP PROJECTING 3 FT, 3 FT LOWER
 OY0935'THAN STATION MARK.
 OY0935'
 OY0935'RM 2--STANDARD TABLET STAMPED---CRAWFORD NO 1 1959,---IN ROCK
 OY0935'OUTCROP (RM 1 IN 1959).
 OY0935'
 OY0935'STATION MARK--A UNITED STATES GEOLOGICAL SURVEY DISK, UNSTAMPED,
 OY0935'CEMENTED IN A DRILL HOLE NEAR THE CENTER OF A 14 BY 15 FOOT ROCK
 OY0935'FORMATION THAT FORMS THE HIGHEST POINT OF THE MOUNTAIN.
 OY0935
 OY0935                          STATION RECOVERY (1970)
 OY0935
 OY0935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OY0935'RECOVERED AS DESCRIBED.  INSTRUMENT STAND 4.8 FT ABOVE STATION MARK.
 OY0935'
 OY0935'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 43
 OY0935'113 1, STATION 1005.  ALL MARKS IN GOOD CONDITION.
 OY0935
 OY0935                          STATION RECOVERY (1972)
 OY0935
 OY0935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0935'STATION FOUND AS DESCRIBED.
 OY0935'
 OY0935'ALL MARKS IN GOOD CONDITION.
 OY0935
 OY0935                          STATION RECOVERY (1990)
 OY0935
 OY0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY0935'THE STATION IS LOCATED ABOUT 25 KM (15.53 MI) SOUTHEAST OF MACKEY, 5.0
 OY0935'KM (3.11 MI) WEST OF MOORE, 16.1 KM (10.00 MI) NORTHWEST OF ARCO  ON
 OY0935'THE HIGHEST POINT OF A GRASS AND ROCK COVERED MOUNTAIN KNOWN AS
 OY0935'APPENDICITIS HILL.  OWNERSHIP--BUREAU OF LAND MANAGEMENT.
 OY0935'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF MOORE, GO
 OY0935'NORTHWEST ON U.S. HIGHWAY 93 FOR 5.5 KM (3.42 MI) TO A SIDE ROAD ON
 OY0935'THE LEFT AND A SIGN --ANTELOPE RD GROUSE 11--.  TURN LEFT AND GO
 OY0935'WESTERLY ON A PAVED ROAD, CROSSING A SMALL CANAL, FOR 0.5 KM
 OY0935'(0.31 MI) TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 OY0935'SOUTHEASTERLY ON THE TRACK ROAD ALONG THE CANAL FOR 0.6 KM (0.37 MI)
 OY0935'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHEASTERLY ON A TRACK
 OY0935'ROAD FOR 0.4 KM (0.25 MI) TO A T JUNCTION AT THE BASE OF A HILL.
 OY0935'TURN RIGHT AND GO WESTERLY ON A TRACK ROAD, PASSING THROUGH A GATE,
 OY0935'FOR 1.69 KM (1.05 MI) TO A Y JUNCTION.  TURN RIGHT AND GO WESTERLY ON
 OY0935'A TRACK ROAD UP A DRAW AND INTO A CANYON FOR 8.4 KM (5.22 MI) TO THE
 OY0935'TOP OF A HILL. CONTINUE WESTERLY ON THE TRACK ROAD FOR 1.9 KM
 OY0935'(1.18 MI) TO THE WEST EDGE OF A ROCKY RIDGE AND THE STATION.
 OY0935'THE STATION MARK IS SET IN A DRILL HOLE NEAR THE CENTER OF A 14 BY 15
 OY0935'FOOT ROCK FORMATION THAT FORMS THE HIGHEST POINT OF THE MOUNTAIN
 OY0935'WHICH PROJECTS ABOUT 4.5 FEET ABOVE THE SURROUNDING TERRAIN AND 2.9 M
 OY0935'(9.51 FT) EAST OF A WITNESS POST.
 OY0935'NOTE--THE DISK HAS NO STAMPING.
 OY0935
 OY0935                          STATION RECOVERY (2005)
 OY0935
 OY0935'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 OY0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1730 ***********************************************************************
 NU1730  DESIGNATION -  CREAM
 NU1730  PID         -  NU1730
 NU1730  STATE/COUNTY-  ID/CASSIA
 NU1730  USGS QUAD   -  BURLEY BUTTE (1964)
 NU1730
 NU1730                         *CURRENT SURVEY CONTROL
 NU1730  ___________________________________________________________________
 NU1730* NAD 83(1992)-  42 29 10.02715(N)    113 55 03.22439(W)     ADJUSTED  
 NU1730* NAVD 88     -      1417.7    (meters)    4651.     (feet)  VERTCON   
 NU1730  ___________________________________________________________________
 NU1730  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 NU1730  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 NU1730
 NU1730  HORZ ORDER  -  SECOND
 NU1730
 NU1730.The horizontal coordinates were established by classical geodetic methods
 NU1730.and adjusted by the National Geodetic Survey in July 1992..
 NU1730
 NU1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1730
 NU1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1730
 NU1730.The geoid height was determined by GEOID03.
 NU1730
 NU1730;                    North         East     Units Scale Factor Converg.
 NU1730;SPC ID C     -    91,018.943   506,777.437   MT  0.99994793   +0 03 20.4
 NU1730;UTM  12      - 4,707,877.050   260,212.919   MT  1.00030748   -1 58 17.4
 NU1730;UTM  11      - 4,708,356.744   753,338.899   MT  1.00038972   +2 04 58.9
 NU1730
 NU1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1730!SPC ID C     -   0.99978002  x   0.99994793  =   0.99972796
 NU1730!UTM  12      -   0.99978002  x   1.00030748  =   1.00008743
 NU1730!UTM  11      -   0.99978002  x   1.00038972  =   1.00016965
 NU1730
 NU1730:                Primary Azimuth Mark                     Grid Az
 NU1730:SPC ID C     -  CREAM AZ MK                              016 46 21.3
 NU1730:UTM  12      -  CREAM AZ MK                              018 47 59.1
 NU1730:UTM  11      -  CREAM AZ MK                              014 44 42.8
 NU1730
 NU1730|---------------------------------------------------------------------|
 NU1730| PID    Reference Object                     Distance      Geod. Az  |
 NU1730|                                                           dddmmss.s |
 NU1730| CM5395 CREAM AZ MK                                        0164941.7 |
 NU1730| NU1755 BURLEY AMALGAMATE SUGAR CO STK      APPROX.11.3 KM 0552135.0 |
 NU1730| NU1754 BURLEY MUNICIPAL TANK               APPROX.11.6 KM 0631210.5 |
 NU1730| NU1714 DECLO                               APPROX.29.0 KM 0901750.5 |
 NU1730| CM5396 CREAM RM 1                           21.561 METERS 09924     |
 NU1730| CM5397 CREAM RM 2                           19.675 METERS 17911     |
 NU1730|---------------------------------------------------------------------|
 NU1730
 NU1730                          SUPERSEDED SURVEY CONTROL
 NU1730
 NU1730  NAD 83(1986)-  42 29 10.02662(N)    113 55 03.22117(W) AD(       ) 2
 NU1730  NAD 27      -  42 29 10.34900(N)    113 55 00.13000(W) AD(       ) 2
 NU1730  NGVD 29 (07/19/86) 1416.7    (m)         4648.     (f) VERT ANG       
 NU1730
 NU1730.Superseded values are not recommended for survey control.
 NU1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1730.See file dsdata.txt to determine how the superseded data were derived.
 NU1730
 NU1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN6021307877(NAD 83)
 NU1730_MARKER: DS = TRIANGULATION STATION DISK
 NU1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1730_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1730+STABILITY: SURFACE MOTION
 NU1730
 NU1730  HISTORY     - Date     Condition        Report By
 NU1730  HISTORY     - 1950     MONUMENTED       CGS
 NU1730  HISTORY     - 1959     GOOD             CGS
 NU1730  HISTORY     - 1970     GOOD             USGS
 NU1730
 NU1730                          STATION DESCRIPTION
 NU1730
 NU1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1730'STATION IS LOCATED, AIRLINE, ABOUT 17 MILES NORTH NORTHWEST OF
 NU1730'OAKLEY, 9-1/2 MILES SOUTHWEST OF BURLEY AND 2 MILES SOUTH OF
 NU1730'U.S. HIGHWAY 30.  IT IS ON THE HIGHEST POINT OF A LOW, SAGE
 NU1730'BRUSH COVERED HILL.
 NU1730'
 NU1730'STATION MARK, STAMPED CREAM 1950, IS A STANDARD DISK SET IN
 NU1730'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 NU1730'INCHES ABOVE THE GROUND.  IT IS 16.2 FEET SOUTH SOUTHEAST
 NU1730'OF A WITNESS POST.
 NU1730'
 NU1730'REFERENCE MARK NUMBER 1, STAMPED CREAM NO 1 1950, IS A STANDARD
 NU1730'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 NU1730'PROJECTS 4 INCHES ABOVE THE GROUND AND IS AT THE SAME ELEVATION
 NU1730'AS THE STATION.
 NU1730'
 NU1730'REFERENCE MARK NUMBER 2, STAMPED CREAM NO 2 1950, IS A STANDARD
 NU1730'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 NU1730'PROJECTS 3 INCHES ABOVE THE GROUND AND IS AT THE SAME ELEVATION
 NU1730'AS THE STATION.
 NU1730'
 NU1730'AZIMUTH MARK, STAMPED CREAM 1950, IS A STANDARD DISK SET IN THE
 NU1730'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 NU1730'ABOVE THE GROUND.  TO REACH FROM THE STATION, GO NORTH NORTHEAST
 NU1730'ON THE TRACK ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT
 NU1730'AND GO CROSS COUNTRY, WEST, FOR 0.15 MILE TO THE AZIMUTH MARK.
 NU1730'
 NU1730'THE STATION IS REACHED AS FOLLOWS--FROM THE INTERSECTION
 NU1730'OF U.S. HIGHWAY 30 AND STATE HIGHWAY 27 IN THE CENTER OF BURLEY,
 NU1730'GO WEST ON U.S. HIGHWAY 30 FOR 7.7 MILES TO A REVERSE Y
 NU1730'INTERSECTION.  TURN SHARP LEFT, EAST SOUTHEAST, AND FOLLOW THE PAVED
 NU1730'ROAD FOR 1.15 MILES TO A CROSS ROAD.  TURN RIGHT, SOUTH,
 NU1730'AND GO 1.15 MILES TO A CROSS ROAD.  CONTINUE SOUTH ON A TRACK
 NU1730'ROAD FOR 0.4 MILE TO THE TOP OF THE HILL.  TURN RIGHT, WEST,
 NU1730'AND GO CROSS COUNTRY FOR 0.05 MILE TO THE HIGHEST POINT AND
 NU1730'THE STATION.
 NU1730
 NU1730                          STATION RECOVERY (1959)
 NU1730
 NU1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1730'THE STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND AS DESCRIBED
 NU1730'AND ADEQUATELY CHECKED AS PUBLISHED A NEW TO REACH DESCRIPTION
 NU1730'FOLLOWS.
 NU1730'
 NU1730'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 NU1730'AND STATE ROUTE 27 IN BURLEY GO WEST ON U.S. HIGHWAY 30 FOR
 NU1730'3.0 MILES TO A CROSS ROAD, TURN LEFT, SOUTH, FOR 2.0 MILES TO A
 NU1730'CROSS ROAD, TURN RIGHT, WEST, FOR 3.0 MILES TO THE SECOND
 NU1730'POWER LINE AND A FARM ROAD LEFT, TURN LEFT, SOUTH, ALONG THE
 NU1730'POWER LINE FOR 1.0 MILE TO AN EAST-WEST CROSS ROAD, ++, CONTINUE
 NU1730'SOUTH ON A TRACK ROAD FOR 0.4 MILE, TURN RIGHT, WEST, ON DIM
 NU1730'TRACK ROAD FOR 0.1 MILE TO THE STATION SITE.
 NU1730'
 NU1730'++ TURN RIGHT, WEST, FOR ABOUT 150 YARDS THEN BEARING RIGHT
 NU1730'THROUGH THE TALL SAGE BRUSH FOR 0.15 MILE TO THE SUMMIT AND
 NU1730'MOST NORTHERLY POINT OF THE RIDGE TO THE AZIMUTH MARK.
 NU1730'
 NU1730'A 2-WHEEL DRIVE STATION.
 NU1730
 NU1730                          STATION RECOVERY (1970)
 NU1730
 NU1730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NU1730'INSTRUMENT STAND 5.0 FT ABOVE STATION MARK.
 NU1730'
 NU1730'NEW TO REACH FOLLOWS--
 NU1730'
 NU1730'TO REACH FROM JCT. OF STATE HIGHWAY 27 AND U.S. HIGHWAY 30S
 NU1730'IN BURLEY GO W. ON U.S. 30S FOR 3.2 MI TO OILED RD. LEADING
 NU1730'S.  TURN LEFT S. 2.0 MI TO X-RDS.  TURN RIGHT 3.2 MI TO GRAVEL
 NU1730'RD. ON LEFT.  TURN LEFT 1.7 MI TO A WIRE GATE ON RIGHT AT
 NU1730'A CORRAL.  PASS THRU GATE AND GO W. ALONG FENCE APPROXIMATELY
 NU1730'300 FT TO ANOTHER GATE ON RIGHT.  PASS THRU GATE AND WORK
 NU1730'WAY UPHILL AND ACROSS COUNTRY 0.7 MI TO TOP OF BROAD BUTTE
 NU1730'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0700 ***********************************************************************
 QZ0700  DESIGNATION -  CROOK
 QZ0700  PID         -  QZ0700
 QZ0700  STATE/COUNTY-  ID/IDAHO
 QZ0700  USGS QUAD   -  COTTONTAIL POINT (1995)
 QZ0700
 QZ0700                         *CURRENT SURVEY CONTROL
 QZ0700  ___________________________________________________________________
 QZ0700* NAD 83(1992)-  45 26 03.99546(N)    115 39 20.58431(W)     ADJUSTED  
 QZ0700* NAVD 88     -      1071.1    (meters)    3514.     (feet)  VERTCON   
 QZ0700  ___________________________________________________________________
 QZ0700  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 QZ0700  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 QZ0700
 QZ0700  HORZ ORDER  -  SECOND
 QZ0700
 QZ0700.The horizontal coordinates were established by classical geodetic methods
 QZ0700.and adjusted by the National Geodetic Survey in July 1992..
 QZ0700
 QZ0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0700
 QZ0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0700
 QZ0700.The geoid height was determined by GEOID03.
 QZ0700
 QZ0700;                    North         East     Units Scale Factor Converg.
 QZ0700;SPC ID W     -   418,589.552   807,376.964   MT  0.99993400   +0 04 01.8
 QZ0700;UTM  11      - 5,032,092.243   605,146.141   MT  0.99973593   +0 57 28.1
 QZ0700
 QZ0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0700!SPC ID W     -   0.99983450  x   0.99993400  =   0.99976851
 QZ0700!UTM  11      -   0.99983450  x   0.99973593  =   0.99957048
 QZ0700
 QZ0700|---------------------------------------------------------------------|
 QZ0700| PID    Reference Object                     Distance      Geod. Az  |
 QZ0700|                                                           dddmmss.s |
 QZ0700| CH7182 CROOK RM 1                            6.418 METERS 13215     |
 QZ0700| CH7183 CROOK RM 2                            8.500 METERS 19257     |
 QZ0700| CH7181 CROOK AZ MK                                        3065916.8 |
 QZ0700|---------------------------------------------------------------------|
 QZ0700
 QZ0700                          SUPERSEDED SURVEY CONTROL
 QZ0700
 QZ0700  NAD 83(1986)-  45 26 03.99658(N)    115 39 20.58140(W) AD(       ) 2
 QZ0700  NAD 27      -  45 26 04.33896(N)    115 39 17.13571(W) AD(       ) 2
 QZ0700  NGVD 29 (07/19/86) 1069.8    (m)         3510.     (f) VERT ANG       
 QZ0700
 QZ0700.Superseded values are not recommended for survey control.
 QZ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0700.See file dsdata.txt to determine how the superseded data were derived.
 QZ0700
 QZ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL0514632092(NAD 83)
 QZ0700_MARKER: Z = SEE DESCRIPTION
 QZ0700_SETTING: 0 = UNSPECIFIED SETTING
 QZ0700
 QZ0700  HISTORY     - Date     Condition        Report By
 QZ0700  HISTORY     - 1945     MONUMENTED       CGS
 QZ0700
 QZ0700                          STATION DESCRIPTION
 QZ0700
 QZ0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QZ0700'STATION IS LOCATED ON THE STEEP SW SLOPE OF THE FIRST RIDGE
 QZ0700'E OF THE MOUTH OF CROOKED CREEK AND ABOUT 1/2 MILE SW OF
 QZ0700'THE HIGHEST POINT.  IT IS 13-1/2 MILES BY TRAIL FROM THE DIXIE
 QZ0700'RANGER STATION, 1/2 MILE NE OF THE MOUTH OF CROOKED CREEK, 150
 QZ0700'FEET NE OF A LONE PINE TREE WITH A TRIANGULAR BLAZE, AND 100
 QZ0700'FEET ABOVE THE ORIGINAL TRAIL BETWEEN THE SHEPP RANCH AND THE
 QZ0700'DIXIE RANGER STATION.
 QZ0700'
 QZ0700'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 QZ0700'A BOULDER.  IT IS STAMPED CROOK 1945 AND IS FLUSH WITH THE
 QZ0700'GROUND.
 QZ0700'
 QZ0700'REFERENCE MARK 1 IS SE OF THE STATION AND 3 FEET HIGHER.
 QZ0700'IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER.
 QZ0700'IT IS STAMPED CROOK NO 1 1945 AND IS FLUSH WITH THE GROUND.
 QZ0700'
 QZ0700'REFERENCE MARK 2 IS S OF THE STATION AND 6 FEET LOWER.  IT IS
 QZ0700'A BRONZE REFERENCE DISK SET IN A 2- BY 4-FOOT BOULDER PROJECTING
 QZ0700'1 FOOT.  IT IS STAMPED CROOK NO 2 1945.
 QZ0700'
 QZ0700'AZIMUTH MARK IS NW OF THE STATION, 1/4 MILE N OF THE SHEPP
 QZ0700'RANCH HOUSE, 600 FEET NW OF A FOOTBRIDGE OVER CROOKED CREEK,
 QZ0700'AND 100 FEET S OF THE MOUTH OF A RAVINE.  IT IS A BRONZE
 QZ0700'AZIMUTH DISK SET IN A 4- BY 6-FOOT BOULDER PROJECTING 18 INCHES.
 QZ0700'IT IS STAMPED CROOK 1945.
 QZ0700'
 QZ0700'TO REACH THE STATION FROM THE DIXIE RANGER STATION, FOLLOW
 QZ0700'ROAD W TO A FORK AT THE N END OF AIRFIELD.  TURN LEFT AND
 QZ0700'FOLLOW TRAIL DOWN THE W SIDE OF CROOKED CREEK TO THE SHEPP
 QZ0700'RANCH AT THE MOUTH OF CROOKED CREEK.  FROM HERE PASS THROUGH
 QZ0700'A GATE 150 FEET E OF THE BARN AND FOLLOW SWITCH-BACK TRAIL TO THE
 QZ0700'STATION.  ABOUT A 1-HOUR HORSE PACK FROM THE RANCH TO THE
 QZ0700'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1389 ***********************************************************************
 QB1389  DESIGNATION -  CROOK
 QB1389  PID         -  QB1389
 QB1389  STATE/COUNTY-  ID/ADAMS
 QB1389  USGS QUAD   -  CROOKED RIVER POINT (1986)
 QB1389
 QB1389                         *CURRENT SURVEY CONTROL
 QB1389  ___________________________________________________________________
 QB1389* NAD 83(1992)-  44 51 31.75501(N)    116 41 38.52426(W)     ADJUSTED  
 QB1389* NAVD 88     -      2113.2    (meters)    6933.     (feet)  VERTCON   
 QB1389  ___________________________________________________________________
 QB1389  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 QB1389  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 QB1389
 QB1389  HORZ ORDER  -  THIRD
 QB1389
 QB1389.The horizontal coordinates were established by classical geodetic methods
 QB1389.and adjusted by the National Geodetic Survey in July 1992..
 QB1389
 QB1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1389
 QB1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1389
 QB1389.The geoid height was determined by GEOID03.
 QB1389
 QB1389;                    North         East     Units Scale Factor Converg.
 QB1389;SPC ID W     -   355,051.494   725,388.253   MT  1.00000176   -0 39 57.3
 QB1389;UTM  11      - 4,967,312.907   524,173.907   MT  0.99960719   +0 12 56.9
 QB1389
 QB1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1389!SPC ID W     -   0.99967122  x   1.00000176  =   0.99967298
 QB1389!UTM  11      -   0.99967122  x   0.99960719  =   0.99927854
 QB1389
 QB1389                          SUPERSEDED SURVEY CONTROL
 QB1389
 QB1389  NAD 83(1991)-  44 51 31.75523(N)    116 41 38.52374(W) AD(       ) 3
 QB1389  NGVD 29 (11/04/91) 2112.0    (m)         6929.     (f) VERT ANG       
 QB1389
 QB1389.Superseded values are not recommended for survey control.
 QB1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1389.See file dsdata.txt to determine how the superseded data were derived.
 QB1389
 QB1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK2417467313(NAD 83)
 QB1389_MARKER: DD = SURVEY DISK
 QB1389_SETTING: 80 = SET IN A BOULDER
 QB1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1389+STABILITY: SURFACE MOTION
 QB1389
 QB1389  HISTORY     - Date     Condition        Report By
 QB1389  HISTORY     - 1954     MONUMENTED       USGS
 QB1389
 QB1389                          STATION DESCRIPTION
 QB1389
 QB1389'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QB1389'LOCATED ABOUT 15 MI. NW. OF COUNCIL, 10 MI. S. OF BEAR POST OFFICE AND
 QB1389'6 MI. N. OF BUCK PARK GUARD STATION ON A FLAT SAGE COVERED RIDGE WHICH
 QB1389'IS TIMBERED N. OF STATION.
 QB1389'
 QB1389'TO REACH FROM COUNCIL POST OFFICE, DRIVE NW. ON HORNET CREEK ROAD FOR
 QB1389'14.3 MI. TO FORK LEFT AT SIGN --BUCK PARK 12--, TAKE LEFT FORK AND
 QB1389'FOLLOW MAIN TRAVELED RD. 7.8 MI. TO RD. FORKS RIGHT, TAKE RIGHT FORK
 QB1389'TO ABANDONED MINE BUILDINGS.  PACK N. FROM MINE BUILDINGS ALONG STOCK
 QB1389'TRAILS TO STATION.  ABOUT 1-1/2 HOUR PACK.
 QB1389'
 QB1389'STATION MARK--STANDARD TABLET STAMPED---CROOK 1954---, CEMENTED IN
 QB1389'EMBEDDED BOULDER SET FLUSH WITH GROUND.
 QB1389'
 QB1389'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON
 QB1389'24 IN. FIR TREE, 84.35 FT. FROM STATION MARK 28 DEGREES 33 MINUTES NW.
 QB1389'
 QB1389'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON
 QB1389'18 IN. FIR TREE, 121.89 FT. FROM STATION MARK 69 DEGREES 57 MINUTES NE
 QB1389'03 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0900 ***********************************************************************
 OY0900  DESIGNATION -  CROSS
 OY0900  PID         -  OY0900
 OY0900  STATE/COUNTY-  ID/BINGHAM
 OY0900  USGS QUAD   -  LAVA LAKE RESERVOIR (1973)
 OY0900
 OY0900                         *CURRENT SURVEY CONTROL
 OY0900  ___________________________________________________________________
 OY0900* NAD 83(1992)-  43 15 12.84082(N)    112 45 04.92511(W)     ADJUSTED  
 OY0900* NAVD 88     -      1430.9    (meters)    4695.     (feet)  VERTCON   
 OY0900  ___________________________________________________________________
 OY0900  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 OY0900  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 OY0900
 OY0900  HORZ ORDER  -  SECOND
 OY0900
 OY0900.The horizontal coordinates were established by classical geodetic methods
 OY0900.and adjusted by the National Geodetic Survey in July 1992..
 OY0900
 OY0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0900
 OY0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0900
 OY0900.The geoid height was determined by GEOID03.
 OY0900
 OY0900;                    North         East     Units Scale Factor Converg.
 OY0900;SPC ID E     -   176,433.147   152,521.849   MT  0.99997509   -0 24 02.4
 OY0900;UTM  12      - 4,790,462.682   357,835.897   MT  0.99984862   -1 12 01.0
 OY0900
 OY0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0900!SPC ID E     -   0.99977762  x   0.99997509  =   0.99975272
 OY0900!UTM  12      -   0.99977762  x   0.99984862  =   0.99962628
 OY0900
 OY0900:                Primary Azimuth Mark                     Grid Az
 OY0900:SPC ID E     -  TV STATION KID MAST                      014 54 47.9
 OY0900:UTM  12      -  TV STATION KID MAST                      015 42 46.5
 OY0900
 OY0900|---------------------------------------------------------------------|
 OY0900| PID    Reference Object                     Distance      Geod. Az  |
 OY0900|                                                           dddmmss.s |
 OY0900| OY0882 TV STATION KID MAST                 APPROX.28.0 KM 0143045.5 |
 OY0900| CN3841 29 KK                                              0714732.7 |
 OY0900| CN4191 CROSS RM 2                           11.826 METERS 07859     |
 OY0900| OY0949 BIG BUTTE LOOKOUT HOUSE             APPROX.27.1 KM 3055107.6 |
 OY0900| CN4190 CROSS RM 1                           10.986 METERS 33640     |
 OY0900|---------------------------------------------------------------------|
 OY0900
 OY0900                          SUPERSEDED SURVEY CONTROL
 OY0900
 OY0900  NAD 83(1986)-  43 15 12.83486(N)    112 45 04.90937(W) AD(       ) 2
 OY0900  NAD 27      -  43 15 13.14750(N)    112 45 01.94950(W) AD(       ) 2
 OY0900  NGVD 29 (07/19/86) 1429.9    (m)         4691.     (f) VERT ANG       
 OY0900
 OY0900.Superseded values are not recommended for survey control.
 OY0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0900.See file dsdata.txt to determine how the superseded data were derived.
 OY0900
 OY0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5783690463(NAD 83)
 OY0900_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0900_SETTING: 66 = SET IN ROCK OUTCROP
 OY0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0900+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 OY0900
 OY0900  HISTORY     - Date     Condition        Report By
 OY0900  HISTORY     - 1960     MONUMENTED       CGS
 OY0900  HISTORY     - 1972     SEE DESCRIPTION  NGS
 OY0900  HISTORY     - 20050805 GOOD             MRIVER
 OY0900
 OY0900                          STATION DESCRIPTION
 OY0900
 OY0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0900'THE STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF TABER, 20 MILES
 OY0900'WEST-NORTHWEST OF BLACKFOOT, ON THE HIGHEST POINT OF A LOW,
 OY0900'ROCKY SAGE COVERED HILL WHICH IS THE HIGHEST POINT IN THE
 OY0900'IMMEDIATE VICINITY.
 OY0900'
 OY0900'TO REACH THE STATION FROM THE POST OFFICE IN ATOMIC CITY, GO
 OY0900'SOUTHEASTERLY ON A PAVED ROAD FOR 12.3 MILES TO SPRINGFIELD ROAD
 OY0900'AT FULLMER RAILROAD SIDING.  TURN RIGHT, CROSS RAILROAD TRACKS
 OY0900'AND GO SOUTH ON SPRINGFIELD ROAD FOR 4.8 MILES TO A SIDE ROAD
 OY0900'ON THE RIGHT AT A SIGNPOST CEMENTED IN A CAIRN.  TURN RIGHT
 OY0900'AND GO WESTERLY FOR 0.85 MILE TO A FORK, BEAR LEFT AND CONTINUE
 OY0900'WESTERLY FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 OY0900'CONTINUE WESTERLY FOR 3.45 MILES TO A CROSSROADS AND THE
 OY0900'AZIMUTH MARK.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE.  AT THIS
 OY0900'POINT LEAVE THE ROAD AND GO SOUTHERLY CROSS COUNTRY FOR
 OY0900'0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 OY0900'
 OY0900'THE STATION MARK IS A STANDARD DISK, STAMPED CROSS 1960, CEMENTED
 OY0900'IN A DRILL HOLE IN A 4 BY 8 FOOT ROCK OUTCROP PROJECTING 3
 OY0900'FEET ON THE SOUTHWEST SIDE AND FLUSH WITH THE GROUND AT ALL OTHER
 OY0900'POINTS.  A METAL WITNESS SIGNPOST WAS SET 8.1 FEET NORTHEAST
 OY0900'OF THE MARK.
 OY0900'
 OY0900'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROSS NO 1 1960,
 OY0900'CEMENTED IN A DRILL HOLE IN A 4 BY 5 FOOT ROCK OUTCROP PROJECTING
 OY0900'18 INCHES.  IT IS 31.7 FEET NORTHWEST OF THE SIGNPOST.  IT IS
 OY0900'AT THE SAME ELEVATION AS THE STATION.
 OY0900'
 OY0900'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROSS NO 2 1960,
 OY0900'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE GROUND.
 OY0900'IT IS 2.9 FEET WEST OF A 1 FOOT HIGH LEDGE, 34.7 FEET EAST OF
 OY0900'THE SIGNPOST AND ABOUT 4 FEET LOWER THAN THE STATION.
 OY0900'
 OY0900'THE AZIMUTH MARK IS A UNITED STATES GEOLOGICAL SURVEY DISK,
 OY0900'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  THE DISK IS STAMPED
 OY0900'4652 29 KK 1948.  IT IS 39 FEET EAST OF THE CENTER OF A
 OY0900'NORTH-SOUTH ROAD 67 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 OY0900'ROAD AND 92 FEET SOUTHEAST OF THE CENTER OF THE CROSSROADS.  A
 OY0900'METAL WITNESS SIGNPOST WAS SET 8.5 FEET NORTH OF THE MARK.
 OY0900
 OY0900                          STATION RECOVERY (1972)
 OY0900
 OY0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OY0900'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OY0900'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE FOLLOWING
 OY0900'IS AN ALTERNATE TO REACH.
 OY0900'
 OY0900'TO REACH THE STATION FROM THE ATOMIC CITY POST OFFICE GO
 OY0900'SOUTHEASTERLY ON THE MACADAM ROAD FOR 12.3 MILES TO SPRINGFIELD
 OY0900'ROAD ON THE RIGHT, AT THE FULLMER RAILROAD SIDING, TURN RIGHT,
 OY0900'CROSS THE TRACKS, AND GO SOUTH ON SPRINGFIELD ROAD FOR 4.7 MILES
 OY0900'TO A CROSSROAD, TURN RIGHT, AND GO WESTERLY, THRU THE LAVA BEDS
 OY0900'ON THE MAIN TRAVELED ROAD, FOR 4.45 MILES TO A CROSSROAD, AND
 OY0900'THE AZIMUTH MARK ON THE LEFT, IN THE SOUTHEAST ANGLE FORMED BY
 OY0900'THE CROSSROAD.  CONTINUE WEST ON THE TRACK ROAD FOR 0.15 MILE
 OY0900'TO THE END OF TRUCK TRAVEL.  PACK SOUTH THRU THE SAGEBRUSH,
 OY0900'AND ROCKS FOR 0.1 MILE TO THE STATION.
 OY0900'
 OY0900'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES SOUTH
 OY0900'OF ATOMIC CITY
 OY0900
 OY0900                          STATION RECOVERY (2005)
 OY0900
 OY0900'RECOVERY NOTE BY MOUNTAIN RIVER ENGINEERING 2005 (JLW)
 OY0900'MARK AND ACCESSORIES FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0951 ***********************************************************************
 OZ0951  DESIGNATION -  CROSSING
 OZ0951  PID         -  OZ0951
 OZ0951  STATE/COUNTY-  ID/CAMAS
 OZ0951  USGS QUAD   -  MACON (1986)
 OZ0951
 OZ0951                         *CURRENT SURVEY CONTROL
 OZ0951  ___________________________________________________________________
 OZ0951* NAD 83(1992)-  43 20 31.48914(N)    114 35 40.91088(W)     ADJUSTED  
 OZ0951* NAVD 88     -      1534.6    (meters)    5035.     (feet)  VERTCON   
 OZ0951  ___________________________________________________________________
 OZ0951  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OZ0951  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 OZ0951
 OZ0951  HORZ ORDER  -  SECOND
 OZ0951
 OZ0951.The horizontal coordinates were established by classical geodetic methods
 OZ0951.and adjusted by the National Geodetic Survey in July 1992..
 OZ0951
 OZ0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0951
 OZ0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0951
 OZ0951.The geoid height was determined by GEOID03.
 OZ0951
 OZ0951;                    North         East     Units Scale Factor Converg.
 OZ0951;SPC ID C     -   186,272.098   451,780.158   MT  0.99997596   -0 24 29.4
 OZ0951;UTM  11      - 4,801,613.023   694,964.539   MT  1.00006760   +1 39 05.1
 OZ0951
 OZ0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0951!SPC ID C     -   0.99976159  x   0.99997596  =   0.99973756
 OZ0951!UTM  11      -   0.99976159  x   1.00006760  =   0.99982917
 OZ0951
 OZ0951:                Primary Azimuth Mark                     Grid Az
 OZ0951:SPC ID C     -  SUPPLEMENTAL 1                           089 34 22.4
 OZ0951:UTM  11      -  SUPPLEMENTAL 1                           087 30 47.9
 OZ0951
 OZ0951|---------------------------------------------------------------------|
 OZ0951| PID    Reference Object                     Distance      Geod. Az  |
 OZ0951|                                                           dddmmss.s |
 OZ0951| OZ0950 SUPPLEMENTAL 1                      APPROX. 2.2 KM 0890953.0 |
 OZ0951| CD4947 CROSSING RM 2                         9.418 METERS 17223     |
 OZ0951| CD4946 CROSSING RM 1                        14.339 METERS 26728     |
 OZ0951|---------------------------------------------------------------------|
 OZ0951
 OZ0951                          SUPERSEDED SURVEY CONTROL
 OZ0951
 OZ0951  NAD 83(1986)-  43 20 31.48680(N)    114 35 40.90634(W) AD(       ) 2
 OZ0951  NAD 27      -  43 20 31.84078(N)    114 35 37.71001(W) AD(       ) 2
 OZ0951  NGVD 29 (07/19/86) 1533.5    (m)         5031.     (f) VERT ANG       
 OZ0951
 OZ0951.Superseded values are not recommended for survey control.
 OZ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0951.See file dsdata.txt to determine how the superseded data were derived.
 OZ0951
 OZ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ9496501613(NAD 83)
 OZ0951_MARKER: DD = SURVEY DISK
 OZ0951_SETTING: 0 = UNSPECIFIED SETTING
 OZ0951
 OZ0951  HISTORY     - Date     Condition        Report By
 OZ0951  HISTORY     - 1973     MONUMENTED       USGS
 OZ0951
 OZ0951                          STATION DESCRIPTION
 OZ0951
 OZ0951'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0951'LOCATED ABOUT 10 MI E. OF FAIRFIELD, 102 FT NE. OF A RR. TRACK, AND
 OZ0951'102 FT ESE. OF RR. X-ING, 60 FT S. OF CENTERLINE HWY., 42 FT E. OF
 OZ0951'A FENCE CORNER, 3 FT N. OF A RIGHT-OF-WAY FENCE.
 OZ0951'
 OZ0951'TO REACH FROM FAIRFIELD DRIVE E. ON IDAHO HIGHWAY 68 FOR 9.9 MI TO
 OZ0951'RR. X-ING AND STATION SITE.
 OZ0951'
 OZ0951'STATION MARK--A STANDARD USGS TABLET STAMPED CROSSING 1970 SET
 OZ0951'IN TOP OF A CONC. POST PROJECTING 0.2 FT ABOVE GROUND.
 OZ0951'
 OZ0951'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 OZ0951'1 1970 SET IN TOP OF A CONC. POST AT FENCE CORNER 0.4 FT BELOW
 OZ0951'STATION MARK.
 OZ0951'
 OZ0951'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 OZ0951'2 1970 SET IN TOP OF A CONC. POST IN FENCE LINE 0.0 FT ABOVE
 OZ0951'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0860 ***********************************************************************
 OZ0860  DESIGNATION -  CROWN
 OZ0860  PID         -  OZ0860
 OZ0860  STATE/COUNTY-  ID/ELMORE
 OZ0860  USGS QUAD   -  TEAPOT DOME (1986)
 OZ0860
 OZ0860                         *CURRENT SURVEY CONTROL
 OZ0860  ___________________________________________________________________
 OZ0860* NAD 83(1992)-  43 10 28.02901(N)    115 31 02.08170(W)     ADJUSTED  
 OZ0860* NAVD 88     -      1437.7    (meters)    4717.     (feet)  VERTCON   
 OZ0860  ___________________________________________________________________
 OZ0860  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 OZ0860  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 OZ0860
 OZ0860  HORZ ORDER  -  THIRD
 OZ0860
 OZ0860.The horizontal coordinates were established by classical geodetic methods
 OZ0860.and adjusted by the National Geodetic Survey in July 1992..
 OZ0860
 OZ0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0860
 OZ0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0860
 OZ0860.The geoid height was determined by GEOID03.
 OZ0860
 OZ0860;                    North         East     Units Scale Factor Converg.
 OZ0860;SPC ID W     -   167,502.191   818,924.034   MT  0.99993774   +0 09 33.3
 OZ0860;UTM  11      - 4,781,254.849   620,515.325   MT  0.99977867   +1 00 52.8
 OZ0860
 OZ0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0860!SPC ID W     -   0.99977703  x   0.99993774  =   0.99971479
 OZ0860!UTM  11      -   0.99977703  x   0.99977867  =   0.99955575
 OZ0860
 OZ0860:                Primary Azimuth Mark                     Grid Az
 OZ0860:SPC ID W     -  BEN                                      028 05 57.7
 OZ0860:UTM  11      -  BEN                                      027 14 38.2
 OZ0860
 OZ0860|---------------------------------------------------------------------|
 OZ0860| PID    Reference Object                     Distance      Geod. Az  |
 OZ0860|                                                           dddmmss.s |
 OZ0860| OZ0848 BEN                                 APPROX. 8.3 KM 0281531.0 |
 OZ0860|---------------------------------------------------------------------|
 OZ0860
 OZ0860                          SUPERSEDED SURVEY CONTROL
 OZ0860
 OZ0860  NAD 83(1986)-  43 10 28.03054(N)    115 31 02.07715(W) AD(       ) 3
 OZ0860  NGVD 29 (01/23/89) 1436.8    (m)         4714.     (f) VERT ANG       
 OZ0860
 OZ0860.Superseded values are not recommended for survey control.
 OZ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0860.See file dsdata.txt to determine how the superseded data were derived.
 OZ0860
 OZ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2051581255(NAD 83)
 OZ0860_MARKER: DD = SURVEY DISK
 OZ0860_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0860_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OZ0860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0860+STABILITY: POSITION/ELEVATION WELL
 OZ0860
 OZ0860  HISTORY     - Date     Condition        Report By
 OZ0860  HISTORY     - 1955     MONUMENTED       USGS
 OZ0860
 OZ0860                          STATION DESCRIPTION
 OZ0860
 OZ0860'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OZ0860'LOCATED ABOUT 16 MI. N. OF HAMMETT AND 10 MI. ESE. OF MOUNTAIN HOME,
 OZ0860'ON THE W. END OF RIM-ROCKED CROWN TOP OF A NW-SE. RIDGE.
 OZ0860'
 OZ0860'TO REACH FROM JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 68 IN
 OZ0860'MOUNTAIN HOME, DRIVE NE. ALONG STATE HIGHWAY 68 FOR 8.9 MI., TURN
 OZ0860'RIGHT (S.) ON GRAVELED RD. AND CONTINUE SE. ON THIS GRAVELED RD. FOR
 OZ0860'2.3 MI. (STATION IS ABOUT 0.8 MI. NE. OF THIS POINT), TURN LEFT (NE.)
 OZ0860'ACROSS GRASSY SLOPE FOR 0.5 MI. TO END OF RD.  PACK E. TO TOP OF HILL
 OZ0860'AND STATION.
 OZ0860'
 OZ0860'STATION MARK--STANDARD BRONZE TABLET STAMPED---CROWN 1955---,
 OZ0860'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1301 ***********************************************************************
 OH1301  DESIGNATION -  CROWN PT
 OH1301  PID         -  OH1301
 OH1301  STATE/COUNTY-  ID/GEM
 OH1301  USGS QUAD   -  PEARL (1985)
 OH1301
 OH1301                         *CURRENT SURVEY CONTROL
 OH1301  ___________________________________________________________________
 OH1301* NAD 83(1992)-  43 51 59.91993(N)    116 18 05.68306(W)     ADJUSTED  
 OH1301* NAVD 88     -      1574.5    (meters)    5166.     (feet)  VERTCON   
 OH1301  ___________________________________________________________________
 OH1301  LAPLACE CORR-           7.31  (seconds)                    DEFLEC99
 OH1301  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 OH1301
 OH1301  HORZ ORDER  -  SECOND
 OH1301
 OH1301.The horizontal coordinates were established by classical geodetic methods
 OH1301.and adjusted by the National Geodetic Survey in July 1992..
 OH1301
 OH1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1301
 OH1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1301
 OH1301.The geoid height was determined by GEOID03.
 OH1301
 OH1301;                    North         East     Units Scale Factor Converg.
 OH1301;SPC ID W     -   244,523.174   755,663.936   MT  0.99995750   -0 22 56.1
 OH1301;UTM  11      - 4,857,298.544   556,120.637   MT  0.99963874   +0 29 02.4
 OH1301
 OH1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1301!SPC ID W     -   0.99975576  x   0.99995750  =   0.99971327
 OH1301!UTM  11      -   0.99975576  x   0.99963874  =   0.99939459
 OH1301
 OH1301|---------------------------------------------------------------------|
 OH1301| PID    Reference Object                     Distance      Geod. Az  |
 OH1301|                                                           dddmmss.s |
 OH1301| CD4950 CROWN PT RM 2                        16.805 METERS 14111     |
 OH1301| CD4949 CROWN PT RM 1                        13.890 METERS 23216     |
 OH1301| CD4948 CROWN PT AZ MK                                     2625216.0 |
 OH1301| OH1372 EMMETT BOISE CASCADE CORP TANK      APPROX.17.3 KM 2724243.3 |
 OH1301| QB1290 SQUAW BUTTE LOOKOUT HOUSE           APPROX.17.6 KM 3295325.8 |
 OH1301|---------------------------------------------------------------------|
 OH1301
 OH1301                          SUPERSEDED SURVEY CONTROL
 OH1301
 OH1301  NAD 83(1986)-  43 51 59.91963(N)    116 18 05.68079(W) AD(       ) 2
 OH1301  NAD 27      -  43 52 00.31610(N)    116 18 02.22720(W) AD(       ) 2
 OH1301  NGVD 29 (07/19/86) 1573.5    (m)         5162.     (f) VERT ANG       
 OH1301
 OH1301.Superseded values are not recommended for survey control.
 OH1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1301.See file dsdata.txt to determine how the superseded data were derived.
 OH1301
 OH1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5612157299(NAD 83)
 OH1301_MARKER: DD = SURVEY DISK
 OH1301_SETTING: 80 = SET IN A BOULDER
 OH1301_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OH1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1301+STABILITY: SURFACE MOTION
 OH1301
 OH1301  HISTORY     - Date     Condition        Report By
 OH1301  HISTORY     - 1952     MONUMENTED       USGS
 OH1301  HISTORY     - 1956     GOOD             USGS
 OH1301  HISTORY     - 1959     GOOD             CGS
 OH1301  HISTORY     - 1978     GOOD             LOCENG
 OH1301
 OH1301                          STATION DESCRIPTION
 OH1301
 OH1301'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OH1301'STATION MARK--A STANDARD USGS TABLET STAMPED---CROWN PT. 1952---,
 OH1301'CEMENTED IN A DRILL HOLE IN A BOULDER 2 FT. LONG, 8 IN. WIDE AND
 OH1301'PROJECTING ABOUT 2 FT.
 OH1301
 OH1301                          STATION RECOVERY (1959)
 OH1301
 OH1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1301'THE STATION IS LOCATED ABOUT 17 MILES NORTH-NORTHWEST OF BOISE
 OH1301'AND 10 MILES EAST OF EMMETT, ON A BARE GRASSY HILL.  IT IS THE
 OH1301'HIGHEST POINT IN THE VICINITY.
 OH1301'
 OH1301'TO REACH THE STATION FROM THE POST OFFICE IN BOISE.  GO
 OH1301'WESTERLY ON STATE HIGHWAY 44 FOR 7.2 MILES TO ITS JUNCTION WITH
 OH1301'STATE HIGHWAY 15.  TURN RIGHT, NORTH, ON STATE HIGHWAY 15 FOR 12.5
 OH1301'MILES TO THE SUMMIT AND SIGN--SUMMIT 4242.  TURN LEFT, WEST, ON
 OH1301'MAIN TRAVELLED GRAVEL ROAD FOR 4.6 MILES TO THE MINING AREA OF
 OH1301'PEARL AND A SIDE ROAD ON THE RIGHT.  TURN SHARP RIGHT,
 OH1301'NORTHERLY, GO UP CANYON 1.0 MILE TO OLD MINE DIGGINGS.  BEAR
 OH1301'LEFT, SOUTHWEST, 0.1 MILE TO HIGH POINT ON RIDGE AND AZIMUTH
 OH1301'MARK.
 OH1301'
 OH1301'STATION MARK, A STANDARD USGS TABLET STAMPED CROWN PT. 1952
 OH1301'IS CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET LONG, 8 INCHES
 OH1301'WIDE AND PROJECTING ABOUT 2 FEET.  IT IS ABOUT 7.3 FEET WEST
 OH1301'OF A WITNESS POST.
 OH1301'
 OH1301'REFERENCE MARK 1, A STANDARD USGS TABLET STAMPED NO. 1 1952
 OH1301'IS CEMENTED IN A DRILL HOLE IN A BOULDER 3 FEET LONG, 6
 OH1301'INCHES WIDE AND PROJECTING ABOUT 4 INCHES.  IT IS ABOUT 3 FEET
 OH1301'LOWER THAN THE STATION.
 OH1301'
 OH1301'REFERENCE MARK 2, A STANDARD USGS TABLET STAMPED NO. 2 1959 IS
 OH1301'CEMENTED IN A DRILL HOLE IN A BOULDER 20 INCHES IN DIAMETER
 OH1301'AND HAVING A TRIANGULAR TOP PROJECTING ABOUT 6 INCHES.  IT
 OH1301'IS ABOUT 3 FEET LOWER THAN THE STATION.
 OH1301'
 OH1301'AZIMUTH MARK, A STANDARD DISC STAMPED CROWN PT. USGS 1959
 OH1301'IS CEMENTED IN A DRILL HOLE IN A BOULDER 10 INCHES IN DIAMETER
 OH1301'AND PROJECTING ABOUT 3 INCHES ABOVE GROUND.  IT IS 2 FEET EAST
 OH1301'OF A CAIRN.
 OH1301
 OH1301                          STATION RECOVERY (1978)
 OH1301
 OH1301'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (JJP)
 OH1301'CROWN PT 1952 RECOVERED GOOD.  1/4 OF SURFACE MORTAR IS GONE.
 OH1301'
 OH1301'NO 1 1952 RECOVERED GOOD.  1/3 OF SURFACE MORTAR IS GONE.
 OH1301'
 OH1301'NO 2 1952 RECOVERED GOOD.  ALL SURFACE MORTAR IS GONE BUT DISC IS
 OH1301'FIRM.
 OH1301'
 OH1301'CROWN PT USGS 1959 (AZI. MK.) RECOVERED EXCELLENT.  CAIRN NO LONGER
 OH1301'EVIDENT.
 OH1301'
 OH1301'ALL MARKS RECOVERED AS DESCRIBED.  STA. MARK IS 13 FT. WEST ON NW
 OH1301'CORNER OF CONCRETE BUILDING AND 25 FT. NE OF NE CORNER OF CONCRETE
 OH1301'BLOCK BUILDING.  R.M. NO. 1 IS 6 FT. SOUTH OF SW CORNER OF CONCRETE
 OH1301'BLOCK BUILDING.
 OH1301'
 OH1301'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES (AIRLINE)
 OH1301'EAST OF EMMETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1536 ***********************************************************************
 NU1536  DESIGNATION -  CRYSTAL
 NU1536  PID         -  NU1536
 NU1536  STATE/COUNTY-  ID/POWER
 NU1536  USGS QUAD   -  CLIFTON CREEK (1968)
 NU1536
 NU1536                         *CURRENT SURVEY CONTROL
 NU1536  ___________________________________________________________________
 NU1536* NAD 83(1992)-  42 37 48.78277(N)    112 29 24.02578(W)     ADJUSTED  
 NU1536* NAVD 88     -      1678.4    (meters)    5507.     (feet)  VERTCON   
 NU1536  ___________________________________________________________________
 NU1536  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 NU1536  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 NU1536
 NU1536  HORZ ORDER  -  FIRST
 NU1536
 NU1536.The horizontal coordinates were established by classical geodetic methods
 NU1536.and adjusted by the National Geodetic Survey in July 1992..
 NU1536
 NU1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1536
 NU1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1536
 NU1536.The geoid height was determined by GEOID03.
 NU1536
 NU1536;                    North         East     Units Scale Factor Converg.
 NU1536;SPC ID E     -   107,072.580   173,478.333   MT  0.99995602   -0 13 08.4
 NU1536;UTM  12      - 4,720,828.439   377,825.063   MT  0.99978364   -1 00 33.3
 NU1536
 NU1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1536!SPC ID E     -   0.99973888  x   0.99995602  =   0.99969491
 NU1536!UTM  12      -   0.99973888  x   0.99978364  =   0.99952257
 NU1536
 NU1536|---------------------------------------------------------------------|
 NU1536| PID    Reference Object                     Distance      Geod. Az  |
 NU1536|                                                           dddmmss.s |
 NU1536| CM5415 CRYSTAL RM 4                          2.447 METERS 13802     |
 NU1536| CM5411 CRYSTAL AZ MK                                      1534047.4 |
 NU1536| CM5412 CRYSTAL RM 1                         10.960 METERS 20959     |
 NU1536| NU1626 BANNOCK                             APPROX.18.1 KM 2603637.4 |
 NU1536| CM5413 CRYSTAL RM 2                          8.687 METERS 29447     |
 NU1536| CM5414 CRYSTAL RM 3                          6.110 METERS 30228     |
 NU1536|---------------------------------------------------------------------|
 NU1536
 NU1536                          SUPERSEDED SURVEY CONTROL
 NU1536
 NU1536  NAD 83(1986)-  42 37 48.77754(N)    112 29 24.01399(W) AD(       ) 1
 NU1536  NAD 27      -  42 37 49.09000(N)    112 29 21.10100(W) AD(       ) 1
 NU1536  NGVD 29 (07/19/86) 1677.3    (m)         5503.     (f) VERT ANG       
 NU1536
 NU1536.Superseded values are not recommended for survey control.
 NU1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1536.See file dsdata.txt to determine how the superseded data were derived.
 NU1536
 NU1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN7782520828(NAD 83)
 NU1536_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NU1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1536
 NU1536  HISTORY     - Date     Condition        Report By
 NU1536  HISTORY     - 1936     MONUMENTED       CGS
 NU1536  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NU1536  HISTORY     - 1968     GOOD             USGS
 NU1536  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NU1536  HISTORY     - 1971     GOOD             USGS
 NU1536
 NU1536                          STATION DESCRIPTION
 NU1536
 NU1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 NU1536'STATION IS LOCATED 2 MILES S OF CRYSTAL POST OFFICE, 5 MILES
 NU1536'NE OF PAULINE, AND 16 MILES A LITTLE W OF S OF POCATELLO,
 NU1536'AIR LINE DISTANCES, ON TOP OF A FLAT SAGE-COVERED HILL.  IT IS
 NU1536'IN THE SW 1/4 OF SECTION 16, T 9 S, R 34 E, AND 3/4 MILE W OF
 NU1536'THE G.C. WRIGHT RANCH HOUSE.
 NU1536'
 NU1536'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NU1536'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 NU1536'AND 11A.
 NU1536'
 NU1536'TO REACH FROM CRYSTAL POST OFFICE, GO S ON ROAD PAST SCHOOL
 NU1536'FOR 0.8 MILE AND TAKE MIDDLE FORK AT MAIL BOXES ON RIGHT,
 NU1536'GO 1.15 MILES TO RANCH HOUSE AND TURN RIGHT, PASS THROUGH CORRAL
 NU1536'AND TO N OF POND AND CONTINUE UP HILL ON ROAD THROUGH FIELD TO
 NU1536'SW FOR 0.4 MILE AND TURN RIGHT, GO UP HILL TO NW, FOLLOWING ALONG
 NU1536'EDGE OF WHEAT FIELD FOR ABOUT 0.3 MILE TO FENCE.  LET DOWN FENCE
 NU1536'AND PROCEED THROUGH SAGE FOR ABOUT 1/8 MILE TO TOP OF FLAT
 NU1536'HILL AND STATION.
 NU1536
 NU1536                          STATION RECOVERY (1958)
 NU1536
 NU1536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 NU1536'ALL MARKS WERE RECOVERED.  THE DESCRIPTION IS ADEQUATE.  THE
 NU1536'TOWN OF CRYSTAL AND THE SCHOOL ARE DESERTED.
 NU1536
 NU1536                          STATION RECOVERY (1968)
 NU1536
 NU1536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1536'STATION MARK IS STAMPED---CRYSTAL 1936---.
 NU1536'
 NU1536'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND DESTROYED AND WERE
 NU1536'REPLACED WITH REFERENCE MARKS NO. 3 AND NO. 4.
 NU1536'
 NU1536'REFERENCE MARK NO. 3--A STANDARD USGS TABLET STAMPED---CRYSTAL 1968
 NU1536'NO. 3---, SET ON A COPPER-COATED ROD PROJECTING ABOUT 0.2 FT. ABOVE
 NU1536'GROUND, 20.08 FT. FROM STATION MARK, N 57 DEG 32 MIN W.
 NU1536'
 NU1536'REFERENCE MARK NO. 4--A STANDARD USGS TABLET STAMPED---CRYSTAL 1968
 NU1536'NO 4---, SET ON A COPPER-COATED ROD PROJECTING ABOUT 0.2 FT. ABOVE
 NU1536'GROUND, 8.05 FT. FROM STATION MARK, S 41 DEG 58 MIN E.
 NU1536'
 NU1536'SURFACE MARK IS STANDARD BRONZE DISK SET IN CONCRETE.
 NU1536'
 NU1536'THE STATION DESCRIPTION IS ADEQUATE EXCEPT THAT IT IS NOW
 NU1536'LOCATED IN A CULTIVATED AREA.
 NU1536
 NU1536                          STATION RECOVERY (1969)
 NU1536
 NU1536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 NU1536'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 NU1536'CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 NU1536'WERE FOUND UNEARTHED.  REFERENCE MARK NO. 3 AND REFERENCE
 NU1536'MARK NO. 4 WERE ESTABLISHED.  LANDMARKS HAVE CHANGED.  A NEW
 NU1536'AND COMPLETE DESCRIPTION FOLLOWS.
 NU1536'
 NU1536'THE STATION IS 16 MILES SOUTH-SOUTHWEST OF POCATELLO AND 12
 NU1536'MILES NORTH-NORTHEAST OF ARABON, ON THE SUMMIT OF A FLAT-TOPPED
 NU1536'HILL IN A CULTIVATED FIELD OWNED BY MRS. GEORGE WRIGHT AND
 NU1536'FARMED BY MR. NEIL L. WRIGHT, 1256 E. WHITMAN.  POCATELLO,
 NU1536'IDAHO.
 NU1536'
 NU1536'TO REACH THE STATION FROM THE ARABON POST OFFICE GO WEST FOR
 NU1536'0.4 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH ON THE MACADAM
 NU1536'ROAD FOR 5.1 MILES TO A MACADAM SIDE ROAD RIGHT, TURN RIGHT AND
 NU1536'GO NORTHEAST, TOWARD POCATELLO, FOR 7.2 MILES TO MR. WRIGHTS
 NU1536'MAIL BOX ON THE LEFT AND A DIRT ROAD RIGHT, TURN RIGHT AND GO
 NU1536'EAST ON THE DIRT ROAD FOR 1.15 MILE TO MR. WRIGHTS DRIVEWAY,
 NU1536'TURN RIGHT AND GO SOUTHEAST FOR 0.05 MILE TO THE BUILDINGS,
 NU1536'PASS THROUGH THE YARD AND GO SOUTH ON THE FIELD ROAD FOR 0.3
 NU1536'MILE TO A SADDLE AND A TRACK ROAD BETWEEN THE FIELDS, TURN RIGHT
 NU1536'AND GO WEST ON THE FIELD ROAD FOR 0.4 MILE TO THE AZIMUTH
 NU1536'MARK 300 FEET TO THE SOUTH IN THE WASTE LAND.  CONTINUE WEST
 NU1536'ON THE FIELD ROAD FOR 0.05 MILE TO THE SUMMIT OF THE HILL AND
 NU1536'STATION.
 NU1536'
 NU1536'THE STATION MARK, STAMPED CRYSTAL 1936, IS A STANDARD DISK SET
 NU1536'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 NU1536'IS ON THE HIGHEST PART OF THE HILL AND 1 FOOT SOUTH OF A
 NU1536'METAL WITNESS POST.  (NOTE 1A AND 7A)
 NU1536'
 NU1536'REFERENCE MARK NO. 3, STAMPED CRYSTAL 3 1968, IS A DEPARTMENT
 NU1536'OF INTERIOR, (USGS) DISK BRAZED TO A ROD AND SET IN A PROTECTIVE
 NU1536'HUB THAT IS 6 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT
 NU1536'IS 20.5 FEET WEST OF THE WITNESS POST.
 NU1536'
 NU1536'REFERENCE MARK NO. 4, STAMPED CRYSTAL 4 1968, IS A DEPARTMENT
 NU1536'OF INTERIOR, (USGS) DISK BRAZED TO A ROD AND SET IN A PROTECTIVE
 NU1536'HUB THAT IS 6 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  IT IS
 NU1536'8.5 FEET SOUTHEAST OF THE WITNESS POST.
 NU1536'
 NU1536'DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 27.86 FEET.
 NU1536'
 NU1536'THE AZIMUTH MARK, STAMPED CRYSTAL 1936, IS A STANDARD DISK SET
 NU1536'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 NU1536'IT IS IN THE SAGE BRUSH AND WASTE LAND 1 FOOT NORTH OF A
 NU1536'METAL WITNESS POST.  (NOTE 16A)
 NU1536
 NU1536                          STATION RECOVERY (1971)
 NU1536
 NU1536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU1536'STATION MARK--STANDARD DISK STAMPED---CRYSTAL 1936---, SET IN A
 NU1536'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1093 ***********************************************************************
 NV1093  DESIGNATION -  CRYSTAL
 NV1093  PID         -  NV1093
 NV1093  STATE/COUNTY-  ID/TWIN FALLS
 NV1093  USGS QUAD   -  NIAGARA SPRINGS (1982)
 NV1093
 NV1093                         *CURRENT SURVEY CONTROL
 NV1093  ___________________________________________________________________
 NV1093* NAD 83(1992)-  42 39 01.37693(N)    114 37 50.69329(W)     ADJUSTED  
 NV1093* NAVD 88     -       926.2    (meters)    3039.     (feet)  VERTCON   
 NV1093  ___________________________________________________________________
 NV1093  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 NV1093  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 NV1093
 NV1093  HORZ ORDER  -  SECOND
 NV1093
 NV1093.The horizontal coordinates were established by classical geodetic methods
 NV1093.and adjusted by the National Geodetic Survey in July 1992..
 NV1093
 NV1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1093
 NV1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1093
 NV1093.The geoid height was determined by GEOID03.
 NV1093
 NV1093;                    North         East     Units Scale Factor Converg.
 NV1093;SPC ID C     -   109,454.709   448,280.181   MT  0.99998027   -0 25 38.5
 NV1093;UTM  11      - 4,724,712.898   694,209.727   MT  1.00006406   +1 36 20.6
 NV1093
 NV1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1093!SPC ID C     -   0.99985720  x   0.99998027  =   0.99983747
 NV1093!UTM  11      -   0.99985720  x   1.00006406  =   0.99992125
 NV1093
 NV1093:                Primary Azimuth Mark                     Grid Az
 NV1093:SPC ID C     -  RUTHIFORD                                110 13 17.3
 NV1093:UTM  11      -  RUTHIFORD                                108 11 18.2
 NV1093
 NV1093|---------------------------------------------------------------------|
 NV1093| PID    Reference Object                     Distance      Geod. Az  |
 NV1093|                                                           dddmmss.s |
 NV1093| NV1077 RUTHIFORD                           APPROX. 5.0 KM 1094738.8 |
 NV1093| CD4951 CRYSTAL RM 1                         11.360 METERS 13040     |
 NV1093| NV1094 TEMPORARY POINT                     450.195 METERS 1344327.4 |
 NV1093| NV1095 DRAW                                263.345 METERS 18501     |
 NV1093| CD4952 CRYSTAL RM 2                         10.210 METERS 23943     |
 NV1093|---------------------------------------------------------------------|
 NV1093
 NV1093                          SUPERSEDED SURVEY CONTROL
 NV1093
 NV1093  NAD 83(1986)-  42 39 01.37529(N)    114 37 50.69093(W) AD(       ) 2
 NV1093  NAD 27      -  42 39 01.71100(N)    114 37 47.53100(W) AD(       ) 2
 NV1093  NGVD 29 (07/19/86)  925.3    (m)         3036.     (f) VERT ANG       
 NV1093
 NV1093.Superseded values are not recommended for survey control.
 NV1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1093.See file dsdata.txt to determine how the superseded data were derived.
 NV1093
 NV1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9421024713(NAD 83)
 NV1093_MARKER: Z = SEE DESCRIPTION
 NV1093_SETTING: 0 = UNSPECIFIED SETTING
 NV1093
 NV1093  HISTORY     - Date     Condition        Report By
 NV1093  HISTORY     - 1946     MONUMENTED       CGS
 NV1093
 NV1093                          STATION DESCRIPTION
 NV1093
 NV1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1093'STATION IS LOCATED ABOUT 8 MILES NE OF BUHL, ABOUT 12 MILES
 NV1093'NW OF TWIN FALLS, JUST BELOW THE S RIM OF THE SNAKE RIVER
 NV1093'CANYON, AND ON THE S BANK OF THE SNAKE RIVER.
 NV1093'
 NV1093'STATION MARK IS A BRONZE DISK SET IN OUTCROPPING BEDROCK
 NV1093'WHICH IS ABOUT 10 INCHES ABOVE THE GROUND.  DISK IS STAMPED
 NV1093'CRYSTAL 1946.  THE MARK IS 66 FEET N OF THE CENTER OF A TRACK
 NV1093'ROAD, 30 FEET N OF THE CENTER OF A LARGE ROCK, AND 7 FEET
 NV1093'S OF A WHITE REFERENCE POST.  NO UNDERGROUND MARK WAS SET.
 NV1093'
 NV1093'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 NV1093'BEDROCK WHICH IS ABOUT 4 BY 6 FEET AND PROJECTS ABOUT 4 INCHES.
 NV1093'IT IS 60 FEET N OF THE CENTER OF THE ROAD, 25 FEET NE OF A
 NV1093'LARGE ROCK, AND ABOUT 2 FEET LOWER THAN THE STATION.  DISK
 NV1093'IS STAMPED CRYSTAL NO 1 1946.
 NV1093'
 NV1093'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 NV1093'BEDROCK WHICH IS ABOUT 6 BY 8 FEET AND PROJECTS ABOUT 8 INCHES
 NV1093'ABOVE THE GROUND.  IT IS 35 FEET N OF THE CENTER OF THE ROAD,
 NV1093'30 FEET W OF A LARGE ROCK, AND ABOUT 4 FEET HIGHER THAN THE
 NV1093'STATION.  DISK IS STAMPED CRYSTAL NO 2 1946.
 NV1093'
 NV1093'TRIANGULATION STATION DRAW WAS USED AS THE AZIMUTH MARK FOR
 NV1093'THIS STATION.
 NV1093'
 NV1093'TO REACH THE STATION FROM MAIN INTERSECTION IN BUHL, GO E ON U.S.
 NV1093'HIGHWAY 30 TOWARD FILER FOR 5.6 MILES TO A T-ROAD TO THE
 NV1093'LEFT.  TURN LEFT (N) AND GO 3.6 MILES TO A ROAD TO THE LEFT.
 NV1093'TURN LEFT (W) AND GO 1.1 MILES TO A FORKS, TAKE THE RIGHT FORK
 NV1093'AND GO 0.3 MILE TO STATE HIGHWAY GRAVEL PIT AND WOODEN CATTLE
 NV1093'GUARD, PASS THROUGH THE CATTLE GUARD AND CONTINUE E ON A TRACK
 NV1093'ROAD FOR 0.9 MILE TO THE STATION ON THE LEFT (N) SIDE OF THE
 NV1093'ROAD.
 NV1093'
 NV1093'THE SUBSTITUTE CONTROL STATION WAS THE INTERSECTION OF TWO
 NV1093'TRACK ROADS AND A STOCK TRAIL TO THE SE OF TRIANGULATION
 NV1093'STATION CRYSTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1505 ***********************************************************************
 SV1505  DESIGNATION -  CRYSTAL
 SV1505  PID         -  SV1505
 SV1505  STATE/COUNTY-  ID/SHOSHONE
 SV1505  USGS QUAD   -  CRYSTAL PEAK (1987)
 SV1505
 SV1505                         *CURRENT SURVEY CONTROL
 SV1505  ___________________________________________________________________
 SV1505* NAD 83(1992)-  47 08 36.92861(N)    116 18 34.78071(W)     ADJUSTED  
 SV1505* NAVD 88     -      1655.4    (meters)    5431.     (feet)  VERTCON   
 SV1505  ___________________________________________________________________
 SV1505  LAPLACE CORR-           9.33  (seconds)                    DEFLEC99
 SV1505  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 SV1505
 SV1505  HORZ ORDER  -  THIRD
 SV1505
 SV1505.The horizontal coordinates were established by classical geodetic methods
 SV1505.and adjusted by the National Geodetic Survey in July 1992..
 SV1505
 SV1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1505
 SV1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1505
 SV1505.The geoid height was determined by GEOID03.
 SV1505
 SV1505;                    North         East     Units Scale Factor Converg.
 SV1505;SPC ID W     -   608,708.249   757,551.453   MT  0.99995547   -0 24 37.0
 SV1505;UTM  11      - 5,221,352.250   552,342.529   MT  0.99963367   +0 30 21.9
 SV1505
 SV1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1505!SPC ID W     -   0.99974323  x   0.99995547  =   0.99969872
 SV1505!UTM  11      -   0.99974323  x   0.99963367  =   0.99937700
 SV1505
 SV1505:                Primary Azimuth Mark                     Grid Az
 SV1505:SPC ID W     -  PETTIS                                   323 25 21.1
 SV1505:UTM  11      -  PETTIS                                   322 30 22.2
 SV1505
 SV1505|---------------------------------------------------------------------|
 SV1505| PID    Reference Object                     Distance      Geod. Az  |
 SV1505|                                                           dddmmss.s |
 SV1505| SV1508 PETTIS                              APPROX.12.8 KM 3230044.1 |
 SV1505|---------------------------------------------------------------------|
 SV1505
 SV1505                          SUPERSEDED SURVEY CONTROL
 SV1505
 SV1505  NAD 83(1986)-  47 08 36.93261(N)    116 18 34.77413(W) AD(       ) 3
 SV1505  NAD 27      -  47 08 37.32627(N)    116 18 31.18708(W) AD(       ) 3
 SV1505  NGVD 29 (07/19/86) 1654.2    (m)         5427.     (f) VERT ANG       
 SV1505
 SV1505.Superseded values are not recommended for survey control.
 SV1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1505.See file dsdata.txt to determine how the superseded data were derived.
 SV1505
 SV1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5234321352(NAD 83)
 SV1505_MARKER: DD = SURVEY DISK
 SV1505_SETTING: 66 = SET IN ROCK OUTCROP
 SV1505_SP_SET: SET IN ROCK OUTCROP
 SV1505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1505+STABILITY: POSITION/ELEVATION WELL
 SV1505
 SV1505  HISTORY     - Date     Condition        Report By
 SV1505  HISTORY     - 1959     MONUMENTED       USGS
 SV1505
 SV1505                          STATION DESCRIPTION
 SV1505
 SV1505'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 SV1505'LOCATED ABOUT 6.6 MI. ESE. OF SANTA, ABOUT 4.4 MI. NE. OF FERNWOOD,
 SV1505'ABOUT 9.6 MI. NNW. OF CLARKIA, 91 FT. S. OF CRYSTAL PEAK L.O.T. ON
 SV1505'HIGHEST PART OF PROMINENT ROCK OUTCROP ON CRYSTAL PEAK.
 SV1505'
 SV1505'TO REACH FROM SANTA MERCHANTILE AND POST OFFICE ON STATE HIGHWAY 43,
 SV1505'GO E. ON THE RENFRO CREEK RD. 0.1 MI. TO RAILROAD AND RD. FORK, TAKE
 SV1505'RIGHT FORK AND CONTINUE 6.6 MI. TO T-RD., CONTINUE STRAIGHT AHEAD FOR
 SV1505'0.1 MI. TO RD. FORK, TAKE LEFT FORK AND CONTINUE 0.7 MI. TO RD. FORK,
 SV1505'TAKE RIGHT FORK AND CONTINUE 0.5 MI. TO RD. FORK, TAKE RIGHT FORK AND
 SV1505'CONTINUE 0.15 MI. TO RD. FORK, TAKE RIGHT FORK AS PER SIGN --CRYSTAL
 SV1505'PEAK L.O. 10-- AND CONTINUE 0.55 MI. TO RD. FORK, TAKE RIGHT FORK AS
 SV1505'PER SIGN --BLACKWELL HUMP DIVIDE RD. NO. 226-- AND CONTINUE 1.8 MI.
 SV1505'TO REVERSE Y-RD., CONTINUE STRAIGHT AHEAD FOR 5.5 MI. TO CROSSROAD,
 SV1505'CONTINUE STRAIGHT AHEAD UPHILL AS PER SIGN --CRYSTAL PK. L.O. 2.5
 SV1505'MI-- FOR 1.85 MI. TO TOP AND STATION.
 SV1505'
 SV1505'STATION MARK--STANDARD TABLET STAMPED---CRYSTAL 1959---, CEMENTED
 SV1505'INTO NATURAL ROCK OUTCROP.
 SV1505'
 SV1505'REFERENCE MARK NO. 1--A USGS REFERENCE MARK TABLET STAMPED---NO 1
 SV1505'1959---, SET IN ROCK OUTCROP, 46.12 FT. FROM STATION MARK,
 SV1505'S 08 DEG 29 MIN E.
 SV1505'
 SV1505'REFERENCE MARK NO. 2--A USGS REFERENCE MARK TABLET STAMPED---NO 2
 SV1505'1959---, CEMENTED IN CONCRETE FOOTING FOR GUY WIRE, 85.47 FT. FROM
 SV1505'STATION MARK, N 46 DEG 03 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1174 ***********************************************************************
 PY1174  DESIGNATION -  CRYSTAL BUTTE
 PY1174  PID         -  PY1174
 PY1174  STATE/COUNTY-  ID/FREMONT
 PY1174  USGS QUAD   -  CRYSTAL BUTTE (1965)
 PY1174
 PY1174                         *CURRENT SURVEY CONTROL
 PY1174  ___________________________________________________________________
 PY1174* NAD 83(1992)-  44 17 30.62440(N)    111 42 01.47218(W)     ADJUSTED  
 PY1174* NAVD 88     -      2127.0    (meters)    6978.     (feet)  VERTCON   
 PY1174  ___________________________________________________________________
 PY1174  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 PY1174  GEOID HEIGHT-         -10.02  (meters)                     GEOID03
 PY1174
 PY1174  HORZ ORDER  -  THIRD
 PY1174
 PY1174.The horizontal coordinates were established by classical geodetic methods
 PY1174.and adjusted by the National Geodetic Survey in July 1992..
 PY1174
 PY1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1174
 PY1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1174
 PY1174.The geoid height was determined by GEOID03.
 PY1174
 PY1174;                    North         East     Units Scale Factor Converg.
 PY1174;SPC ID E     -   291,727.062   237,211.014   MT  0.99996439   +0 19 32.2
 PY1174;UTM  12      - 4,904,526.220   444,121.285   MT  0.99963840   -0 29 20.8
 PY1174
 PY1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1174!SPC ID E     -   0.99966817  x   0.99996439  =   0.99963258
 PY1174!UTM  12      -   0.99966817  x   0.99963840  =   0.99930669
 PY1174
 PY1174:                Primary Azimuth Mark                     Grid Az
 PY1174:SPC ID E     -  DAVIS BUTTE                              334 35 23.4
 PY1174:UTM  12      -  DAVIS BUTTE                              335 24 16.4
 PY1174
 PY1174|---------------------------------------------------------------------|
 PY1174| PID    Reference Object                     Distance      Geod. Az  |
 PY1174|                                                           dddmmss.s |
 PY1174| PY1175 DAVIS BUTTE                         APPROX. 5.3 KM 3345455.6 |
 PY1174|---------------------------------------------------------------------|
 PY1174
 PY1174                          SUPERSEDED SURVEY CONTROL
 PY1174
 PY1174  NAD 83(1986)-  44 17 30.62879(N)    111 42 01.46202(W) AD(       ) 3
 PY1174  NAD 27      -  44 17 30.92906(N)    111 41 58.58570(W) AD(       ) 3
 PY1174  NGVD 29 (07/19/86) 2125.7    (m)         6974.     (f) VERT ANG       
 PY1174
 PY1174.Superseded values are not recommended for survey control.
 PY1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1174.See file dsdata.txt to determine how the superseded data were derived.
 PY1174
 PY1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ4412104526(NAD 83)
 PY1174_MARKER: DD = SURVEY DISK
 PY1174_SETTING: 66 = SET IN ROCK OUTCROP
 PY1174_SP_SET: SET IN ROCK OUTCROP
 PY1174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1174+STABILITY: POSITION/ELEVATION WELL
 PY1174
 PY1174  HISTORY     - Date     Condition        Report By
 PY1174  HISTORY     - 1964     MONUMENTED       USGS
 PY1174
 PY1174                          STATION DESCRIPTION
 PY1174
 PY1174'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 PY1174'LOCATED ABOUT 22 MI. (AIRLINE) N. OF ST. ANTHONY, ABOUT 20 MI. NW.
 PY1174'OF ASHTON, ON A BUTTE LOCALLY KNOWN AS CRYSTAL BUTTE.
 PY1174'
 PY1174'TO REACH FROM THE TARGHEE NATIONAL FOREST OFFICE AT ST. ANTHONY,
 PY1174'DRIVE E. ALONG U.S. HIGHWAYS 20 AND 191 TO A T-RD. N., TURN LEFT (N.)
 PY1174'ALONG GRAVEL RD. AND PROCEED N. AND NE. FOR 1.4 MI. TO A T-RD. E.,
 PY1174'(THE GRAVEL RD. LEADING N. IS LOCALLY KNOWN AS THE SAND CREEK RD.),
 PY1174'TURN LEFT (N.) AND PROCEED ALONG THE SAND CREEK RD. FOR 14.6 MI. TO
 PY1174'THE T-JUNCTION AND RD. SIGN THAT READS --DAVIS LAKE-- WITH ARROW
 PY1174'POINTING W., TURN LEFT (W.) AND PROCEED ALONG DIRT RD. W. AND N. FOR
 PY1174'5.2 MI. TO A RD. FORK, TURN RIGHT (N.) ALONG MAIN-TRAVELED RD. AND
 PY1174'PROCEED FOR 4.3 MI. TO A T-RD. S., TURN LEFT (NW.) ON MAIN-TRAVELED
 PY1174'RD. FOR 1.5 MI. TO A RD. FORK, TURN LEFT ON DIM RD. THAT RUNS ALONG
 PY1174'THE N. SIDE OF CRYSTAL BUTTE, THENCE LEAVE TRUCK AND PACK S. TO THE
 PY1174'HIGHEST PART OF CRYSTAL BUTTE.
 PY1174'
 PY1174'STATION MARK--A STANDARD TABLET STAMPED---CRYSTAL BUTTE 1964---, SET
 PY1174'IN ROCK OUTCROP 4 IN. ABOVE THE GROUND.
 PY1174'
 PY1174'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 PY1174'1964--- CEMENTED IN ROCK OUTCROP, 31.45 FT. FROM STATION MARK,
 PY1174'N 48 DEG 35 MIN W.
 PY1174'
 PY1174'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 PY1174'---NO 2 1964--- SET IN ROCK OUTCROP, 18.47 FT. FROM STATION MARK,
 PY1174'N 87 DEG 30 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1506 ***********************************************************************
 SV1506  DESIGNATION -  CRYSTAL LOT
 SV1506  PID         -  SV1506
 SV1506  STATE/COUNTY-  ID/SHOSHONE
 SV1506  USGS QUAD   -  CRYSTAL PEAK (1987)
 SV1506
 SV1506                         *CURRENT SURVEY CONTROL
 SV1506  ___________________________________________________________________
 SV1506* NAD 83(1992)-  47 08 37.74776(N)    116 18 35.31876(W)     ADJUSTED  
 SV1506* NAVD 88     -      1654.6    (meters)    5428.     (feet)  VERTCON   
 SV1506  ___________________________________________________________________
 SV1506  LAPLACE CORR-           9.35  (seconds)                    DEFLEC99
 SV1506  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 SV1506
 SV1506  HORZ ORDER  -  THIRD
 SV1506
 SV1506.The horizontal coordinates were established by classical geodetic methods
 SV1506.and adjusted by the National Geodetic Survey in July 1992..
 SV1506
 SV1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1506
 SV1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1506
 SV1506.The geoid height was determined by GEOID03.
 SV1506
 SV1506;                    North         East     Units Scale Factor Converg.
 SV1506;SPC ID W     -   608,733.625   757,540.298   MT  0.99995548   -0 24 37.4
 SV1506;UTM  11      - 5,221,377.436   552,330.974   MT  0.99963366   +0 30 21.5
 SV1506
 SV1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1506!SPC ID W     -   0.99974336  x   0.99995548  =   0.99969885
 SV1506!UTM  11      -   0.99974336  x   0.99963366  =   0.99937711
 SV1506
 SV1506                          SUPERSEDED SURVEY CONTROL
 SV1506
 SV1506  NAD 83(1986)-  47 08 37.75209(N)    116 18 35.31145(W) AD(       ) 3
 SV1506  NAD 27      -  47 08 38.04664(N)    116 18 31.74941(W) AD(       ) 3
 SV1506  NGVD 29 (07/19/86) 1653.4    (m)         5425.     (f) VERT ANG       
 SV1506
 SV1506.Superseded values are not recommended for survey control.
 SV1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1506.See file dsdata.txt to determine how the superseded data were derived.
 SV1506
 SV1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5233121377(NAD 83)
 SV1506_MARKER: 57 = LOOKOUT TOWER
 SV1506
 SV1506  HISTORY     - Date     Condition        Report By
 SV1506  HISTORY     - 1956     FIRST OBSERVED   USGS
 SV1506  HISTORY     - 1969     GOOD             USGS
 SV1506
 SV1506                          STATION DESCRIPTION
 SV1506
 SV1506'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV1506'NOT OCCUPIED.
 SV1506
 SV1506                          STATION RECOVERY (1969)
 SV1506
 SV1506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SV1506'LOCATED ABOUT 9.6 MI NNW. OF CLARKIA, ABOUT 6.6 MI ESE. OF SANTA,
 SV1506'ABOUT 4.4 MI NE. OF FERNWOOD, 91 FT S. OF CRYSTAL PEAK LOT.  ON
 SV1506'HIGHEST PART OF PROMINENT ROCK OUTCROP ON CRYSTAL PEAK.
 SV1506'
 SV1506'TO REACH FROM SANTA MERCANTILE AND POST OFFICE ON STATE HWY. 43,
 SV1506'GO 0.1 MI E. ON RENFRO CREEK RD. TO RR. AND RD. FORK.  TAKE RIGHT
 SV1506'FORK 6.6 MI TO T-RD., CONTINUE STRAIGHT AHEAD 0.1 MI TO RD. FORK.
 SV1506'TAKE LEFT FORK 0.7 MI TO RD. FORK.  TAKE RIGHT FORK 0.5 MI TO RD.
 SV1506'FORK.  TAKE RIGHT FORK 0.15 MI TO RD. FORK.  TAKE RIGHT FORK AS PER
 SV1506'SIGN CRYSTAL PEAK L.O. 10 0.55 MI TO RD. FORK.  TAKE RIGHT FORK
 SV1506'AS PER SIGN BLACKWELL HUMP DIVIDE ROAD NO. 226 1.8 MI TO
 SV1506'REVERSE Y-RD., CONTINUE STRAIGHT AHEAD 5.5 MI TO X-RD., CONTINUE
 SV1506'STRAIGHT AHEAD UPHILL AS PER SIGN CRYSTAL PK. L.O. 2.5 MI 1.85
 SV1506'MI TO TOP AND STATION.
 SV1506'
 SV1506'STATION MARK--CENTER OF LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1078 ***********************************************************************
 TO1078  DESIGNATION -  CUBAN HILL LOT
 TO1078  PID         -  TO1078
 TO1078  STATE/COUNTY-  ID/BONNER
 TO1078  USGS QUAD   -  PRIEST RIVER (1996)
 TO1078
 TO1078                         *CURRENT SURVEY CONTROL
 TO1078  ___________________________________________________________________
 TO1078* NAD 83(1992)-  48 14 50.01715(N)    116 55 20.74634(W)     ADJUSTED  
 TO1078* NAVD 88     -      1048.2    (meters)    3439.     (feet)  VERTCON   
 TO1078  ___________________________________________________________________
 TO1078  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 TO1078  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TO1078
 TO1078  HORZ ORDER  -  SECOND
 TO1078
 TO1078.The horizontal coordinates were established by classical geodetic methods
 TO1078.and adjusted by the National Geodetic Survey in July 1992..
 TO1078
 TO1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1078
 TO1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1078
 TO1078.The geoid height was determined by GEOID03.
 TO1078
 TO1078;                    North         East     Units Scale Factor Converg.
 TO1078;SPC ID W     -   731,919.774   712,932.359   MT  1.00002645   -0 52 29.0
 TO1078;UTM  11      - 5,343,781.979   505,758.707   MT  0.99960041   +0 03 28.3
 TO1078
 TO1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1078!SPC ID W     -   0.99983841  x   1.00002645  =   0.99986486
 TO1078!UTM  11      -   0.99983841  x   0.99960041  =   0.99943889
 TO1078
 TO1078|---------------------------------------------------------------------|
 TO1078| PID    Reference Object                     Distance      Geod. Az  |
 TO1078|                                                           dddmmss.s |
 TO1078| CH7188 CUBAN HILL RM 1                                    03318     |
 TO1078| TO1079 CUBAN HILL RESET                      3.795 METERS 26921     |
 TO1078| CH7190 CUBAN HILL RM 3                                    30143     |
 TO1078|---------------------------------------------------------------------|
 TO1078
 TO1078                          SUPERSEDED SURVEY CONTROL
 TO1078
 TO1078  NAD 83(1991)-  48 14 50.02016(N)    116 55 20.74633(W) AD(       ) 2
 TO1078  NAD 83(1986)-  48 14 50.02364(N)    116 55 20.74654(W) AD(       ) 2
 TO1078  NAD 27      -  48 14 50.34460(N)    116 55 17.00657(W) AD(       ) 2
 TO1078  NGVD 29 (07/19/86) 1047.0    (m)         3435.     (f) VERT ANG       
 TO1078
 TO1078.Superseded values are not recommended for survey control.
 TO1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1078.See file dsdata.txt to determine how the superseded data were derived.
 TO1078
 TO1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP0575943782(NAD 83)
 TO1078_MARKER: DD = SURVEY DISK
 TO1078_SETTING: 66 = SET IN ROCK OUTCROP
 TO1078_STAMPING: CUBAN HILL LOT 1967
 TO1078_MARK LOGO: USGS  
 TO1078_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO1078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO1078+STABILITY: POSITION/ELEVATION WELL
 TO1078
 TO1078  HISTORY     - Date     Condition        Report By
 TO1078  HISTORY     - 1967     MONUMENTED       USGS
 TO1078  HISTORY     - 1974     GOOD             NGS
 TO1078  HISTORY     - 19821020 GOOD             NGS
 TO1078
 TO1078                          STATION DESCRIPTION
 TO1078
 TO1078'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO1078'LOCATED ABOUT 7 MI. (AIRLINE) NE. OF NEWPORT AND ABOUT 4.5 MI. NNW. OF
 TO1078'PRIEST RIVER AND ABOUT 2.8 MI. SE. OF FALLS RANGER STATION ON THE
 TO1078'FIRST PROMINENT HILL W. OF THE LOWER WEST BRANCH OF PRIEST RIVER IN
 TO1078'THE NE. 1/4 OF SEC. 35, T 57 N, R 5 W, ON HIGHEST POINT OF TOP AT
 TO1078'CENTER OF OLD L.O.T.
 TO1078'
 TO1078'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 195, 2 AND STATE HIGHWAY 57
 TO1078'IN PRIEST RIVER, DRIVE N. ALONG STATE 57 FOR 5.1 MI. AND RD. JUNCTION
 TO1078'TO --STONE JOHNNY L.O.--, TURN LEFT ONTO STONE JOHNNY RD. FOR 0.3 MI.
 TO1078'TO Y-RD., KEEP RIGHT FORK FOR 1.4 MI. TO RD. JUNCTION, TURN RIGHT PER
 TO1078'SIGN --CUBAN HILL-- FOR 0.5 MI. TO END OF RD. AND STATION.
 TO1078'
 TO1078'STATION MARK--A STANDARD USGS TABLET STAMPED---CUBAN HILL LOT
 TO1078'1967---, SET 0.4 FT. BELOW GROUND LEVEL IN A ROCK OUTCROPPING.
 TO1078'
 TO1078'REFERENCE MARK NO. 1--A STANDARD USC AND GS TABLET STAMPED---CUBAN
 TO1078'HILL 1936 NO 1---, SET IN THE NE. CONCRETE SUPPORT, 13.74 FT. FROM
 TO1078'CENTERLINE OF FORMER L.O.T.
 TO1078'
 TO1078'REFERENCE MARK NO. 2--A DRILL HOLE WHICH CONTAINED REFERENCE MARK
 TO1078'NO. 2 TABLET IN THE NW. CONCRETE FOOTING, 14.42 FT. FROM CENTERLINE OF
 TO1078'FORMER L.O.T.
 TO1078
 TO1078                          STATION RECOVERY (1974)
 TO1078
 TO1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TO1078'RECOVERED.  MARK IN APPROXIMATE CENTER OF FOUR CONCRETE FOOTINGS.
 TO1078
 TO1078                          STATION RECOVERY (1982)
 TO1078
 TO1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 TO1078'THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) W OF SAND POINT, 12.9 KM
 TO1078'(8.00 MI) NE OF NEWPORT WA, 8.0 KM (4.95 MI) N OR PRIEST RIVER AND AT
 TO1078'THE SIGHT OF THE OLD CUBAN HILL LOOKOUT TOWER.  THE PROPERTY IS
 TO1078'CONTROLLED BY THE US FOREST SERVICE.  TO REACH THE STATION FROM THE
 TO1078'JUNCTION OF US HWY 2 AND STATE HWY 57 IN PRIEST RIVER GO N ON STATE
 TO1078'HWY 57 FOR 8.37 KM (5.20 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO W
 TO1078'ON THE GRADED ROAD FOR 0.8 KM (0.50 MI) TO A FORK.  TAKE THE RIGHT
 TO1078'FORK AS PER SIGN STONE JOHNNY AND GO NW ON THE MAIN ROAD FOR 1.77 KM
 TO1078'(1.10 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON THE
 TO1078'BLADED ROAD FOR 0.8 KM (0.50 MI) TO A FORK AT THE SUMMIT.  TAKE THE
 TO1078'RIGHT FORK AND GO W FOR 0.08 KM (0.05 MI) TO THE W SIDE OF THE SUMMIT
 TO1078'AND THE STATION 1.5 KM (0.95 MI) ABOVE THE ROAD.
 TO1078' 
 TO1078'THE STATION IS A STANDARD USGS DISK STAMPED---CUBAN HILL LOT 1967---,
 TO1078'SET INTO ROCK OUTCROP, 15 CM BELOW THE SURFACE, AND IN THE APPROXIMATE
 TO1078'CENTER OF THE FOUR CONCRETE FOOTINGS.  THE STATION IS LOCATED 1.5
 TO1078'METERS (4.9 FT) E FROM A WITNESS POST.
 TO1078' 
 TO1078'RM NO 1, IS A STANDARD CGS DISK STAMPED---CUBAN HILL NO 1 1936---, SET
 TO1078'IN A DRILL HOLE IN THE NE CONCRETE FOOTING OF THE OLD LOOKOUT TOWER.
 TO1078' 
 TO1078'RM NO 3, IS A STANDARD. NGS DISK STAMPED---CUBAN HILL USFS 1936 NO 3
 TO1078'1974---, SET IN A DRILL HOLE IN THE NW CONCRETE FOOTING OF THE OLD
 TO1078'LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1079 ***********************************************************************
 TO1079  DESIGNATION -  CUBAN HILL RESET
 TO1079  PID         -  TO1079
 TO1079  STATE/COUNTY-  ID/BONNER
 TO1079  USGS QUAD   -  PRIEST RIVER (1996)
 TO1079
 TO1079                         *CURRENT SURVEY CONTROL
 TO1079  ___________________________________________________________________
 TO1079* NAD 83(1992)-  48 14 50.01575(N)    116 55 20.93030(W)     ADJUSTED  
 TO1079* NAVD 88     -      1048.     (meters)    3438.     (feet)  SCALED    
 TO1079  ___________________________________________________________________
 TO1079  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 TO1079  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TO1079
 TO1079  HORZ ORDER  -  THIRD
 TO1079
 TO1079.The horizontal coordinates were established by classical geodetic methods
 TO1079.and adjusted by the National Geodetic Survey in July 1992..
 TO1079
 TO1079.The orthometric height was scaled from a topographic map.
 TO1079
 TO1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1079
 TO1079.The geoid height was determined by GEOID03.
 TO1079
 TO1079;                    North         East     Units Scale Factor Converg.
 TO1079;SPC ID W     -   731,919.789   712,928.563   MT  1.00002645   -0 52 29.1
 TO1079;UTM  11      - 5,343,781.932   505,754.913   MT  0.99960041   +0 03 28.2
 TO1079
 TO1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1079!SPC ID W     -   0.99983841  x   1.00002645  =   0.99986486
 TO1079!UTM  11      -   0.99983841  x   0.99960041  =   0.99943889
 TO1079
 TO1079|---------------------------------------------------------------------|
 TO1079| PID    Reference Object                     Distance      Geod. Az  |
 TO1079|                                                           dddmmss.s |
 TO1079| CH7189 CUBAN HILL RM 2                       3.795 METERS 00831     |
 TO1079| CH7190 CUBAN HILL RM 3                       3.053 METERS 00846     |
 TO1079| TO1055 SAND POINT BALDY LOOKOUT            APPROX.19.4 KM 0605719.6 |
 TO1079| CH7188 CUBAN HILL RM 1                       7.292 METERS 06516     |
 TO1079| TO1078 CUBAN HILL LOT                        3.794 METERS 08743     |
 TO1079| DF6852 CUBAN HILL RM                         3.793 METERS 08937     |
 TO1079| TO0826 NEWPORT RESET                       APPROX. 8.1 KM 2831954.2 |
 TO1079| TO0824 BEAD LAKE LOOKOUT                   APPROX.12.4 KM 2991040.8 |
 TO1079| CH7187 CUBAN HILL AZ MK                                   3484255.4 |
 TO1079|---------------------------------------------------------------------|
 TO1079
 TO1079                          SUPERSEDED SURVEY CONTROL
 TO1079
 TO1079  NAD 83(1986)-  48 14 50.01876(N)    116 55 20.93031(W) AD(       ) 3
 TO1079  NAD 27      -  48 14 50.34322(N)    116 55 17.19050(W) AD(       ) 3
 TO1079
 TO1079.Superseded values are not recommended for survey control.
 TO1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1079.See file dsdata.txt to determine how the superseded data were derived.
 TO1079
 TO1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP0575543782(NAD 83)
 TO1079_MARKER: DS = TRIANGULATION STATION DISK
 TO1079_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TO1079_STAMPING: CUBAN HILL USFS 1936 1974
 TO1079_MARK LOGO: NGS   
 TO1079_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO1079
 TO1079  HISTORY     - Date     Condition        Report By
 TO1079  HISTORY     - 1974     MONUMENTED       NGS
 TO1079  HISTORY     - 19820820 GOOD             NGS
 TO1079
 TO1079                          STATION DESCRIPTION
 TO1079
 TO1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TO1079'THE STATION MARK WAS NOT RECOVERED.  THE LOOKOUT TOWER IS
 TO1079'GONE BUT THE CONCRETE FOOTINGS REMAIN.  REFERENCE MARK NO. 1
 TO1079'WAS RECOVERED IN GOOD CONDITION.  THE DISK FOR REFERENCE
 TO1079'MARK NO. 2 HAD BEEN PRIED OUT OF THE HOLE IN THE CONCRETE
 TO1079'FOOTING.  THE AZIMUTH MARK WAS NOT FOUND.  A USGS DISK WAS
 TO1079'FOUND IN THE APPROXIMATE CENTER OF THE CONCRETE FOOTINGS.
 TO1079'THE DISTANCE GIVEN TO R.M. 2 IN 1936 DESCRIPTION IS THE
 TO1079'DISTANCE TO CUBAN HILL L.O.  A NEW STATION MARK WAS
 TO1079'ESTABLISHED AND REFERENCE MARK NO. 3 WAS SET IN THE SAME DRILL
 TO1079'HOLE USED FOR R.M. 2.  A STOVE BOLT WITH A SLOTTED HEAD WAS
 TO1079'SET IN CONCRETE TO MARK THE POINT LOCATED IN 1936 AND
 TO1079'CALLED CUBAN HILL L.O.
 TO1079'
 TO1079'THE STATION IS ABOUT 5 MILES NORTH OF PRIEST RIVER, ON THE
 TO1079'WEST SIDE OF STATE HIGHWAY 57 AND AT THE SITE OF THE FORMER
 TO1079'CUBAN HILL LOOKOUT TOWER.
 TO1079'
 TO1079'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND STATE
 TO1079'HIGHWAY 57 IN PRIEST RIVER, GO NORTH ON STATE HIGHWAY 57
 TO1079'FOR 3.55 MILES TO A Y, CONTINUE STRAIGHT AHEAD ON HIGHWAY
 TO1079'57 FOR 1.5 MILES TO STONE JOHNNY ROAD, TURN LEFT AND FOLLOW
 TO1079'THE GRAVEL ROAD 0.45 MILE TO A Y, KEEP RIGHT 0.15 MILE TO A
 TO1079'GATE, PASS THROUGH GATE AND CONTINUE 0.1 MILE, KEEP RIGHT
 TO1079'FORK 0.85 MILE TO A ROAD RIGHT, TURN SHARP RIGHT AND GO UPHILL
 TO1079'0.45 MILE TO A Y FORMED BY A LOOP ROAD AROUND THE SUMMIT OF
 TO1079'THE HILL, CONTINUE TO THE RIGHT AROUND THE LOOP ROAD 0.05
 TO1079'MILE TO THE STATION ON THE LEFT, INSIDE THE LOOP ROAD.
 TO1079'
 TO1079'THE STATION MARK, STAMPED CUBAN HILL U.S.F.S. 1936 1974,
 TO1079'IS A STANDARD DISK SET IN CONCRETE 8 INCHES BELOW GROUND.  IT
 TO1079'IS 10.3 FEET NORTH OF THE BOLT IN THE SOUTHWEST CONCRETE
 TO1079'FOOTING FOR THE LOOKOUT TOWER, 5.0 FEET NORTH OF THE NORTHWEST
 TO1079'CORNER OF A CONCRETE STEP AND 1.2 FEET WEST OF A LINE PROJECTED
 TO1079'ALONG THE WEST SIDES OF THE SOUTHWEST AND NORTHWEST CONCRETE
 TO1079'FOOTINGS.
 TO1079'
 TO1079'REFERENCE MARK NO. 1, STAMPED CUBAN HILL 1936 NO. 1, IS A
 TO1079'STANDARD DISK SET IN THE SOUTHWEST CORNER OF THE NORTHEAST
 TO1079'CONCRETE FOOTING WHICH PROJECTS ABOUT 2 FEET ABOVE GROUND.
 TO1079'
 TO1079'REFERENCE MARK NO. 3, STAMPED CUBAN HILL USFS 1936 NO 3 1974,
 TO1079'IS A STANDARD DISK SET IN THE SOUTHWEST CORNER OF THE NORTHWEST
 TO1079'CONCRETE FOOTING WHICH PROJECTS ABOUT 2 FEET ABOVE GROUND.
 TO1079'
 TO1079'L.O.T. (USGS) DISK, IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 TO1079'CUBAN HILL LOT 1967, CEMENTED ONTO A ROCK 6 INCHES BELOW
 TO1079'GROUND AND IN THE APPROXIMATE CENTER OF THE FOUR CONCRETE
 TO1079'FOOTINGS.
 TO1079'
 TO1079'CUBAN HILL L.O. (1936) SCREWHEAD, IS MARKED BY THE SLOTTED
 TO1079'HEAD OF A STOVE BOLT SET IN CONCRETE ABOUT 6 INCHES BELOW
 TO1079'GROUND, 0.27 FOOT EAST OF THE U.S.G.S. MARK AND IN THE APPROXIMATE
 TO1079'CENTER OF THE FOUR CONCRETE FOOTINGS.
 TO1079'
 TO1079'TIMBER OBSTRUCTS THE FEW AVAILABLE SITES FOR AN AZIMUTH MARK
 TO1079'AND AN AZIMUTH MARK WAS NOT ESTABLISHED.
 TO1079'
 TO1079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 TO1079'NORTH OF PRIEST RIVER
 TO1079
 TO1079                          STATION RECOVERY (1982)
 TO1079
 TO1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 TO1079'THE STATION MARK RMS 1 AND 3, THE SCREW SET IN 1974 AS CUBAN HILL LO
 TO1079'1936 AND CUBAN HILL LOT USGS WERE RECOVERED IN GOOD CONDITION AS
 TO1079'DESCRIBED IN 1974.  THE DISTANCE AND DIRECTION TO ALL THE MARKS
 TO1079'COMPARE FAVORABLY WITH THE 1974 DATA HOWEVER THE 1974 RECOVERY CARD
 TO1079'DISTANCE AND THE 1936 DESCRIPTION DIFFER IN THE DISTANCE.  RM 3 WHICH
 TO1079'AS STATED WAS SET IN THE DRILL HOLE OF RM 2 BY 0.742 METER. (2.434 FT)
 TO1079'THE ANGLES OBSERVED AT THIS DATE CHECK THE 1974 WORK BUT ARE ALL
 TO1079'SMALLER BY ABOUT 1 DEGREE WHEN COMPARED TO THE 1936 DATA.  A COMPLETE
 TO1079'NEW DESCRIPTION FOLLOWS.
 TO1079' 
 TO1079'THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) W OF SAND POINT, 12.9 KM
 TO1079'(8.00 MI) NE OF NEWPORT WA, 8.0 KM (4.95 MI) N OF PRIEST RIVER AND AT
 TO1079'THE SIGHT OF THE OLD CUBAN HILL LOOKOUT TOWER, THE PROPERTY IS
 TO1079'CONTROLLED BY THE US FOREST SERVICE. TO REACH THE STATION FROM THE
 TO1079'JUNCTION OF US HWY 2 AND STATE HWY 57 IN PRIEST RIVER GO N ON STATE
 TO1079'HWY 57 FOR 8.37 KM (5.20 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO W
 TO1079'ON THE GRADED ROAD FOR 0.8 KM (0.50 MI) TO A FORK TAKE THE RIGHT FORK
 TO1079'ASPER SIGN STONE JOHNNY AND GO NW ON THE MAIN ROAD FOR 1.77 KM (1.10
 TO1079'MI) TO A SIDE ROAD RIGHT TURN RIGHT AND GO EASTERLY ON THE BLADED ROAD
 TO1079'FOR 0.8 KM (0.50 MI) TO A FORK AT THE SUMMIT.  TAKE THE RIGHT FORK AND
 TO1079'GO W FOR 0.08 KM (0.05 MI) TO THE W SIDE OF THE SUMMIT AND THE STATION
 TO1079'ON THE RIGHT 1.5 METERS (4.9 FT) ABOVE THE ROAD.
 TO1079' 
 TO1079'THE STATION IS A STANDARD NGS DISK STAMPED---CUBAN HILL USFS 1936
 TO1079'1974---, SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 12 INCHES
 TO1079'(30 CM) IN DIAMETER, RECESSED 8 INCHES (20 CM) BELOW THE GROUND.  THE
 TO1079'STATION IS LOCATED 3.1 METERS (10.2 FT) N FROM THE CENTER OF THE SW
 TO1079'CONCRETE FOOTING, 3.8 METERS (12.5 FT) S FROM THE CENTER OF THE NW
 TO1079'CONCRETE FOOTING, 1.5 METERS (4.9 FT) N FROM THE NW CORNER OF THE OLD
 TO1079'STEP, 2.4 METERS (7.9 FT) W FROM A WITNESS POST.
 TO1079' 
 TO1079'RM NO 1, IS A STANDARD CGS DISK STAMPED---CUBAN HILL NO 1 1936---, SET
 TO1079'IN A DRILL HOLE IN THE NE CONCRETE FOOTING OF THE OLD LOOKOUT TOWER.
 TO1079'THE STATION IS LOCATED 0.6 METERS (2.0 FT) HIGHER THAN THE STATION.
 TO1079' 
 TO1079'RM NO 3, IS A STANDARD NGS DISK STAMPED---CUBAN HILL USFS 1936 NO 3
 TO1079'1974---, SET IN A DRILL HOLE IN THE NW FOOTING OF THE LOAF LOOKOUT
 TO1079'TOWER.  THE STATION IS LOCATED 0.6 METERS (2.0 FT) HIGHER THAN THE
 TO1079'STATION.
 TO1079' 
 TO1079'RM IS A STOVE BOLT SET IN 1974 AS THE ---CUBAN HILL LO 1936---, SET IN
 TO1079'AN IRREGULAR MASS OF CONCRETE 0.08 METERS (0.26 FT) E OF ---CUBAN HILL
 TO1079'USGS--- AND IN THE APPROXIMATE CENTER OF THE 4 CONCRETE FOOTINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1463 ***********************************************************************
 OH1463  DESIGNATION -  CUCUMBER
 OH1463  PID         -  OH1463
 OH1463  STATE/COUNTY-  ID/CANYON
 OH1463  USGS QUAD   -  LAKE LOWELL (1971)
 OH1463
 OH1463                         *CURRENT SURVEY CONTROL
 OH1463  ___________________________________________________________________
 OH1463* NAD 83(1992)-  43 30 24.77325(N)    116 43 16.16982(W)     ADJUSTED  
 OH1463* NAVD 88     -       869.3    (meters)    2852.     (feet)  VERTCON   
 OH1463  ___________________________________________________________________
 OH1463  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 OH1463  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 OH1463
 OH1463  HORZ ORDER  -  THIRD
 OH1463
 OH1463.The horizontal coordinates were established by classical geodetic methods
 OH1463.and adjusted by the National Geodetic Survey in July 1992..
 OH1463
 OH1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1463
 OH1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1463
 OH1463.The geoid height was determined by GEOID03.
 OH1463
 OH1463;                    North         East     Units Scale Factor Converg.
 OH1463;SPC ID W     -   204,864.286   721,469.898   MT  1.00000916   -0 40 07.0
 OH1463;UTM  11      - 4,817,143.383   522,540.216   MT  0.99960625   +0 11 31.1
 OH1463
 OH1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1463!SPC ID W     -   0.99986645  x   1.00000916  =   0.99987561
 OH1463!UTM  11      -   0.99986645  x   0.99960625  =   0.99947275
 OH1463
 OH1463                          SUPERSEDED SURVEY CONTROL
 OH1463
 OH1463  NAD 83(1991)-  43 30 24.77243(N)    116 43 16.16703(W) AD(       ) 3
 OH1463  NGVD 29 (11/04/91)  868.3    (m)         2849.     (f) VERT ANG       
 OH1463
 OH1463.Superseded values are not recommended for survey control.
 OH1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1463.See file dsdata.txt to determine how the superseded data were derived.
 OH1463
 OH1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2254017143(NAD 83)
 OH1463_MARKER: DD = SURVEY DISK
 OH1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1463+STABILITY: SURFACE MOTION
 OH1463
 OH1463  HISTORY     - Date     Condition        Report By
 OH1463  HISTORY     - 1956     MONUMENTED       USGS
 OH1463
 OH1463                          STATION DESCRIPTION
 OH1463
 OH1463'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OH1463'LOCATED ABOUT 4 MI. S. OF AND 8 MI. W. OF NAMPA, ON A LOW KNOLL, THE
 OH1463'HIGHEST POINT IN VICINITY, OVERLOOKING A DEEP CANYON TO THE S., 55 FT.
 OH1463'N. AND 20 FT. E. OF STEEP BREAK INTO CANYON.
 OH1463'
 OH1463'TO REACH FROM NEW HIGH SCHOOL, ON S. 12TH AVENUE IN NAMPA, DRIVE S.
 OH1463'3.3 MI. ON STATE HIGHWAY 45 TO FORKS, TAKE RIGHT FORK (W.) 7.3 MI. TO
 OH1463'FORKS AT A SCHOOL HOUSE, TAKE LEFT FORK (S.) AND DRIVE 1.7 MI. TO
 OH1463'CROSSROADS, TAKE RIGHT FORK (W.) 0.1 MI. TO RD. FORKS, TAKE LEFT FORK
 OH1463'0.3 MI. TO RD. FORKS, TAKE LEFT FORK  (W.) 0.2 MIL, LEAVE RD. AND DRIV
 OH1463'LEFT 0.2 MI. ON DIM TRAIL TO STATION.
 OH1463'
 OH1463'ST2ATION MARK--STANDARD TABLET STAMPED---CUCUMBER 1956---, IN TOP OF
 OH1463'CONCRETE POST.
 OH1463'
 OH1463'REFERENCE MARK NO. 1---STANDARD REFERENCE MARK TABLET STAMPED---1---,
 OH1463'20.24 FT. FROM STATION MARK 71 DEGREES 34 MINUTE SW.
 OH1463'
 OH1463'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---2---,
 OH1463'53.64 FT. FROM STATION MARK 33 DEGREES 23 MINUTES SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1348 ***********************************************************************
 QB1348  DESIGNATION -  CUDDY
 QB1348  PID         -  QB1348
 QB1348  STATE/COUNTY-  ID/WASHINGTON
 QB1348  USGS QUAD   -  CUDDY MOUNTAIN (1987)
 QB1348
 QB1348                         *CURRENT SURVEY CONTROL
 QB1348  ___________________________________________________________________
 QB1348* NAD 83(1992)-  44 46 16.59869(N)    116 47 03.35508(W)     ADJUSTED  
 QB1348* NAVD 88     -      2399.1    (meters)    7871.     (feet)  VERTCON   
 QB1348  ___________________________________________________________________
 QB1348  LAPLACE CORR-          14.02  (seconds)                    DEFLEC99
 QB1348  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 QB1348
 QB1348  HORZ ORDER  -  FIRST
 QB1348
 QB1348.The horizontal coordinates were established by classical geodetic methods
 QB1348.and adjusted by the National Geodetic Survey in July 1992..
 QB1348
 QB1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1348
 QB1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1348
 QB1348.The geoid height was determined by GEOID03.
 QB1348
 QB1348;                    North         East     Units Scale Factor Converg.
 QB1348;SPC ID W     -   345,410.440   718,133.079   MT  1.00001572   -0 43 42.4
 QB1348;UTM  11      - 4,957,565.365   517,070.706   MT  0.99960358   +0 09 07.0
 QB1348
 QB1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1348!SPC ID W     -   0.99962643  x   1.00001572  =   0.99964215
 QB1348!UTM  11      -   0.99962643  x   0.99960358  =   0.99923016
 QB1348
 QB1348|---------------------------------------------------------------------|
 QB1348| PID    Reference Object                     Distance      Geod. Az  |
 QB1348|                                                           dddmmss.s |
 QB1348| CD4955 CUDDY RM 1                           10.646 METERS 18033     |
 QB1348| QB1342 STURGIL PEAK LOOKOUT HOUSE          APPROX.21.0 KM 2164527.6 |
 QB1348| CD4956 CUDDY RM 2                           14.087 METERS 30027     |
 QB1348|---------------------------------------------------------------------|
 QB1348
 QB1348                          SUPERSEDED SURVEY CONTROL
 QB1348
 QB1348  NAD 83(1991)-  44 46 16.59820(N)    116 47 03.35447(W) AD(       ) 1
 QB1348  NAD 83(1986)-  44 46 16.59823(N)    116 47 03.35441(W) AD(       ) 1
 QB1348  NAD 27      -  44 46 17.03297(N)    116 46 59.76860(W) AD(       ) 1
 QB1348  NGVD 29 (07/19/86) 2397.9    (m)         7867.     (f) VERT ANG       
 QB1348
 QB1348.Superseded values are not recommended for survey control.
 QB1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1348.See file dsdata.txt to determine how the superseded data were derived.
 QB1348
 QB1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1707157565(NAD 83)
 QB1348_MARKER: DD = SURVEY DISK
 QB1348_SETTING: 80 = SET IN A BOULDER
 QB1348_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QB1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1348+STABILITY: SURFACE MOTION
 QB1348
 QB1348  HISTORY     - Date     Condition        Report By
 QB1348  HISTORY     - 1907     MONUMENTED       USGS
 QB1348  HISTORY     - 1954     GOOD             USGS
 QB1348  HISTORY     - 1966     GOOD             CGS
 QB1348
 QB1348                          STATION DESCRIPTION
 QB1348
 QB1348'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QB1348'STATION MARK--A U.S. GEOLOGICAL SURVEY STATION MARK DISK, UNSTAMPED,
 QB1348'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 BY 3 FT. BOULDER WHICH
 QB1348'PROJECTS ABOUT 18 IN.
 QB1348
 QB1348                          STATION RECOVERY (1966)
 QB1348
 QB1348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1348'STATION IS LOCATED ABOUT 17-1/2 MILES WEST OF COUNCIL, 14 MILES
 QB1348'NORTH-NORTHWEST OF CAMBRIDGE, 7-1/2 MILES EAST-SOUTHEAST OF
 QB1348'THE OREGON-IDAHO STATE LINE AND IS ON THE HIGHEST POINT OF
 QB1348'THE WESTERN MOST RIDGE OF THE CUDDY MOUNTAINS.
 QB1348'
 QB1348'TO REACH THE STATION FROM THE POST OFFICE IN COUNCIL, GO WEST
 QB1348'AND NORTH ON THE COUNCIL-CUPRUM ROAD FOR 14 MILES TO A FORK
 QB1348'AND SIGN BUCK PARK ROAD, TAKE THE LEFT FORK FOR 0.15 MILE TO
 QB1348'A FORK, KEEP THE RIGHT FORK AND GO WESTERLY ON BLADED ROAD FOR
 QB1348'7.6 MILES TO A FORK AND SIGN HORNET RANGER STATION, TAKE THE
 QB1348'RIGHT FORK FOR 0.8 MILE TO FORK AND SIGN BUCK PARK ROAD ETC.,
 QB1348'TAKE THE LEFT FORK FOR 1.45 MILE TO A FORK AND SIGN BUCK PARK
 QB1348'2, TAKE THE LEFT FORK FOR 1.0 MILE TO A FORK AND SIGN CUDDY PT
 QB1348'VIEW PT, KEEP RIGHT AND GO 1.9 MILE TO A WIRE GATE, PASS
 QB1348'THROUGH THE GATE AND CONTINUE ON THE ROAD FOR 0.7 MILE TO THE
 QB1348'CREST OF THE RIDGE AND SIGN BOARD CR-BUCK PARK TR. TURN
 QB1348'LEFT AND FOLLOW A DIM TRACK ROAD SOUTHERLY FOR 0.65 MILE
 QB1348'TO THE HIGHEST POINT AND THE STATION.
 QB1348'
 QB1348'STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK,
 QB1348'UNSTAMPED, CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 BY 3
 QB1348'FOOT BOULDER WHICH PROJECTS ABOUT 18 INCHES.  IT IS ABOUT 200
 QB1348'FEET NORTH AND 5 FEET LOWER THAN THE HIGHEST POINT OF THE HILL.
 QB1348'
 QB1348'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 QB1348'DISK, STAMPED CUDDY NO 1 1954, CEMENTED IN A DRILL HOLE IN THE
 QB1348'TOP OF A SMALL OUTCROP WHICH IS FLUSH WITH THE GROUND SURFACE.
 QB1348'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 QB1348'
 QB1348'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 QB1348'DISK, STAMPED CUDDY NO 2 1954, CEMENTED IN A DRILL HOLE IN THE
 QB1348'TOP OF A 1-1/2 BY 3 FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT
 QB1348'ABOVE THE GROUND SURFACE.  IT IS ABOUT THE SAME ELEVATION AS
 QB1348'THE STATION.
 QB1348'
 QB1348'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS.  CUDDY PT. 1945
 QB1348'WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1349 ***********************************************************************
 QB1349  DESIGNATION -  CUDDY POINT LOOKOUT STAND
 QB1349  PID         -  QB1349
 QB1349  STATE/COUNTY-  ID/WASHINGTON
 QB1349  USGS QUAD   -  CUDDY MOUNTAIN (1987)
 QB1349
 QB1349                         *CURRENT SURVEY CONTROL
 QB1349  ___________________________________________________________________
 QB1349* NAD 83(1992)-  44 47 03.56224(N)    116 47 28.11965(W)     ADJUSTED  
 QB1349* NAVD 88     -      2353.     (meters)    7720.     (feet)  SCALED    
 QB1349  ___________________________________________________________________
 QB1349  LAPLACE CORR-          15.16  (seconds)                    DEFLEC99
 QB1349  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 QB1349
 QB1349  HORZ ORDER  -  THIRD
 QB1349
 QB1349.The horizontal coordinates were established by classical geodetic methods
 QB1349.and adjusted by the National Geodetic Survey in July 1992..
 QB1349
 QB1349.The orthometric height was scaled from a topographic map.
 QB1349
 QB1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1349
 QB1349.The geoid height was determined by GEOID03.
 QB1349
 QB1349;                    North         East     Units Scale Factor Converg.
 QB1349;SPC ID W     -   346,866.997   717,607.126   MT  1.00001678   -0 44 00.5
 QB1349;UTM  11      - 4,959,013.070   516,522.659   MT  0.99960336   +0 08 49.7
 QB1349
 QB1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1349!SPC ID W     -   0.99963363  x   1.00001678  =   0.99965040
 QB1349!UTM  11      -   0.99963363  x   0.99960336  =   0.99923713
 QB1349
 QB1349                          SUPERSEDED SURVEY CONTROL
 QB1349
 QB1349  NAD 83(1991)-  44 47 03.56175(N)    116 47 28.11911(W) AD(       ) 4
 QB1349  NAD 83(1986)-  44 47 03.56182(N)    116 47 28.11898(W) AD(       ) 4
 QB1349  NAD 27      -  44 47 03.99725(N)    116 47 24.53353(W) AD(       ) 3
 QB1349
 QB1349.Superseded values are not recommended for survey control.
 QB1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1349.See file dsdata.txt to determine how the superseded data were derived.
 QB1349
 QB1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1652359013(NAD 83)
 QB1349
 QB1349  HISTORY     - Date     Condition        Report By
 QB1349  HISTORY     - 1945     MONUMENTED       CGS
 QB1349
 QB1349                          STATION DESCRIPTION
 QB1349
 QB1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB1349'SEE STATION CUDDY PT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1350 ***********************************************************************
 QB1350  DESIGNATION -  CUDDY PT
 QB1350  PID         -  QB1350
 QB1350  STATE/COUNTY-  ID/WASHINGTON
 QB1350  USGS QUAD   -  CUDDY MOUNTAIN (1987)
 QB1350
 QB1350                         *CURRENT SURVEY CONTROL
 QB1350  ___________________________________________________________________
 QB1350* NAD 83(1992)-  44 47 04.43097(N)    116 47 27.84322(W)     ADJUSTED  
 QB1350* NAVD 88     -      2352.7    (meters)    7719.     (feet)  VERTCON   
 QB1350  ___________________________________________________________________
 QB1350  LAPLACE CORR-          15.15  (seconds)                    DEFLEC99
 QB1350  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 QB1350
 QB1350  HORZ ORDER  -  FIRST
 QB1350
 QB1350.The horizontal coordinates were established by classical geodetic methods
 QB1350.and adjusted by the National Geodetic Survey in July 1992..
 QB1350
 QB1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1350
 QB1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1350
 QB1350.The geoid height was determined by GEOID03.
 QB1350
 QB1350;                    North         East     Units Scale Factor Converg.
 QB1350;SPC ID W     -   346,893.734   717,613.546   MT  1.00001677   -0 44 00.3
 QB1350;UTM  11      - 4,959,039.892   516,528.664   MT  0.99960336   +0 08 49.9
 QB1350
 QB1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1350!SPC ID W     -   0.99963371  x   1.00001677  =   0.99965047
 QB1350!UTM  11      -   0.99963371  x   0.99960336  =   0.99923721
 QB1350
 QB1350:                Primary Azimuth Mark                     Grid Az
 QB1350:SPC ID W     -  CUDDY                                    160 41 49.0
 QB1350:UTM  11      -  CUDDY                                    159 48 58.8
 QB1350
 QB1350|---------------------------------------------------------------------|
 QB1350| PID    Reference Object                     Distance      Geod. Az  |
 QB1350|                                                           dddmmss.s |
 QB1350| QB1348 CUDDY                               APPROX. 1.6 KM 1595748.7 |
 QB1350| CD4953 CUDDY POINT RM 1                     17.507 METERS 16901     |
 QB1350| QB1342 STURGIL PEAK LOOKOUT HOUSE          APPROX.21.9 KM 2131827.2 |
 QB1350| CD4954 CUDDY POINT RM 2                     20.463 METERS 22622     |
 QB1350|---------------------------------------------------------------------|
 QB1350
 QB1350                          SUPERSEDED SURVEY CONTROL
 QB1350
 QB1350  NAD 83(1991)-  44 47 04.43049(N)    116 47 27.84268(W) AD(       ) 1
 QB1350  NAD 83(1986)-  44 47 04.43056(N)    116 47 27.84265(W) AD(       ) 1
 QB1350  NAD 27      -  44 47 04.86611(N)    116 47 24.25717(W) AD(       ) 1
 QB1350  NGVD 29 (07/19/86) 2351.5    (m)         7715.     (f) VERT ANG       
 QB1350
 QB1350.Superseded values are not recommended for survey control.
 QB1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1350.See file dsdata.txt to determine how the superseded data were derived.
 QB1350
 QB1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1652959040(NAD 83)
 QB1350_MARKER: DS = TRIANGULATION STATION DISK
 QB1350_SETTING: 80 = SET IN A BOULDER
 QB1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1350+STABILITY: SURFACE MOTION
 QB1350
 QB1350  HISTORY     - Date     Condition        Report By
 QB1350  HISTORY     - 1945     MONUMENTED       CGS
 QB1350  HISTORY     - 1954     GOOD             USGS
 QB1350  HISTORY     - 1966     GOOD             CGS
 QB1350
 QB1350                          STATION DESCRIPTION
 QB1350
 QB1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 QB1350'STATION IS LOCATED ON THE N END OF CUDDY MOUNTAIN, ON A POINT
 QB1350'OF THE RIDGE OVERLOOKING NO BUSINESS AND BOARD CREEKS TO THE
 QB1350'N, ABOUT 16 MILES AIRLINE NNW OF CAMBRIDGE, 12 MILES ENE OF
 QB1350'ROBINETTE, 4-1/2 MILES NE OF THE BROWNLEE RANGER STATION,
 QB1350'AND 1 MILE NNW OF THE U.S. GEOLOGICAL SURVEY TRIANGULATION
 QB1350'STATION CUDDY, WHICH IS ON A HIGHER POINT OF THE RIDGE.
 QB1350'
 QB1350'THE STATION MARK, STAMPED CUDDY PT 1945, IS A BRONZE STATION
 QB1350'DISK SET IN BEDROCK 15 INCHES BELOW THE SURFACE OF THE GROUND.
 QB1350'IT IS SITUATED 27-1/2 METERS N OF THE CUDDY POINT LOOKOUT
 QB1350'PLATFORM, 9-1/2 METERS N OF A TELEPHONE BOX, AND 3 METERS
 QB1350'SE OF THE FIREFINDER ALIDADE LOCATION.
 QB1350'
 QB1350'NO UNDERGROUND OR WITNESS MARK WAS SET.
 QB1350'
 QB1350'REFERENCE MARK 1, STAMPED CUDDY PT NO 1 1945, IS A BRONZE
 QB1350'REFERENCE DISK SET IN A BEDROCK OUTCROP ABOUT 1-1/2 FEET IN
 QB1350'LENGTH AND 1 FOOT IN WIDTH.  IT PROJECTS ABOUT 14 INCHES AND
 QB1350'IS 6 FEET LOWER THAN THE STATION MARK.  IT IS LOCATED 8 METERS
 QB1350'NE OF THE LOOKOUT PLATFORM AND 6 METERS E OF A SLIGHT SADDLE
 QB1350'BETWEEN THE STATION MARK AND THE LOOKOUT PLATFORM.
 QB1350'
 QB1350'REFERENCE MARK 2, STAMPED CUDDY PT NO 2 1945, IS A BRONZE
 QB1350'REFERENCE DISK SET IN A BEDROCK OUTCROP ABOUT 18 INCHES SQUARE
 QB1350'AND PROJECTING 10 INCHES.  IT IS LOCATED 8 METERS NW OF THE
 QB1350'LOOKOUT PLATFORM AND 8 METERS W OF THE SLIGHT SADDLE BETWEEN
 QB1350'THE STATION AND THE PLATFORM.
 QB1350'
 QB1350'THE U.S. GEOLOGICAL SURVEY TRIANGULATION STATION (SEE ABOVE)
 QB1350'SERVES AS THE AZIMUTH MARK FOR THIS STATION.  NO STAMPING
 QB1350'ON THE MARK WAS DISCERNIBLE.  THE MARK IS A STANDARD BRONZE
 QB1350'DISK SET IN BEDROCK ON THE HIGHEST POINT OF THE RIDGE.  TO REACH
 QB1350'FROM THE STATION, GO SSE ALONG THE RIDGE APPROXIMATELY 1 MILE
 QB1350'TO THE SUMMIT AND MARK.
 QB1350'
 QB1350'TO REACH THE STATION FROM THE EVERGREEN SERVICE STATION IN
 QB1350'COUNCIL, GO NW ON THE HORNET CREEK ROAD 14.3 MILES TO SIGN
 QB1350'ON RIGHT READING HORNET CREEK CUDDY MTN. RD. BUCK PARK 12.
 QB1350'HERE TURN LEFT, OFF THE MAIN ROAD, PASS THROUGH CATTLE GUARD
 QB1350'AND CONTINUE W 7.8 MILES TO SIGN ON RIGHT 7.8 MILES TO SIGN ON
 QB1350'RIGHT CUDDY L.O.T.  CONTINUE ON MAIN TRAVELED ROAD 1.5 MILES
 QB1350'TO SIGN ON RIGHT SUMMERS GRAVE.  CONTINUE STRAIGHT AHEAD ON
 QB1350'MAIN TRAVELED ROAD 1 MILE TO TELEPHONE LINE AND SIGN ON RIGHT
 QB1350'BUCK PARK.  TURN RIGHT 50 YARDS TO SIGN ON RIGHT CUDDY MTN.
 QB1350'L.O.T.  THEN CONTINUE W ALONG TRACKS AND TRAIL 2.4 MILES TO
 QB1350'THE CREST OF THE RIDGE AND THE END OF TRUCK TRAVEL.  FROM
 QB1350'THE END OF TRUCK TRAVEL PACK N ALONG CREST OF THE RIDGE
 QB1350'APPROXIMATELY 0.4 MILE TO THE POINT OF THE RIDGE AND STATION
 QB1350'SITE.
 QB1350
 QB1350                          STATION RECOVERY (1954)
 QB1350
 QB1350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QB1350'LIST OF USGS, 1954--FOUND AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 QB1350'
 QB1350'STATION MARK--A STANDARD DISK STAMPED---CUDDY PT 1945---.  IT IS SET
 QB1350'IN A DRILL HOLE IN AN UNDER GROUND BOULDER 15 IN. BELOW THE GROUND
 QB1350'SURFACE.
 QB1350
 QB1350                          STATION RECOVERY (1966)
 QB1350
 QB1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1350'THE STATION MARK REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 QB1350'FOUND IN GOOD CONDITION.  TRIANGULATION STATION CUDDY (USGS)
 QB1350'SERVES AS AN AZIMUTH MARK.  A NEW AND COMPLETE DESCRIPTION
 QB1350'FOLLOWS.
 QB1350'
 QB1350'THE STATION IS LOCATED ON A PROMINENT POINT AT THE NORTH END
 QB1350'OF THE MOST WESTERLY RIDGE OF THE CUDDY MOUNTAINS.  IT IS 16
 QB1350'MILES AIRLINE NORTH-NORTHWEST OF CAMBRIDGE AND 18 MILES
 QB1350'WEST-NORTHWEST OF COUNCIL.
 QB1350'
 QB1350'TO REACH THE STATION FROM COUNCIL GO WEST AND NORTHWEST ALONG
 QB1350'THE COUNCIL-CUPRUM ROAD FOR 14 MILES TO A FORK.  TAKE THE
 QB1350'LEFT FORK WESTERLY FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT
 QB1350'FORK FOR 7.6 MILES TO A FORK.  TAKE THE RIGHT FORK FOR 0.8
 QB1350'MILE TO A FORK AND SIGN, BUCK PARK AND CUDDY L.O., TAKE THE
 QB1350'LEFT FORK FOR 1.45 MILES TO A FORK.  TAKE THE LEFT FORK
 QB1350'WESTERLY FOR 1.0 MILE TO A SIGN CUDDY MTN VIEW POINT.  TAKE
 QB1350'THE RIGHT FOR FORK AS PER SIGN AND GO 1.85 MILES TO A GATE,
 QB1350'PASS THROUGH GATE AND FOLLOW TRACK ROAD WEST FOR 0.6 MILE
 QB1350'TO CREST OF RIDGE.  TURN RIGHT DOWN THE RIDGE ALONG A DIM
 QB1350'TRACK ROAD FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.  PACK
 QB1350'ALONG THE RIDGE FOR ABOUT 15 MINUTES TO THE STATION NEAR THE
 QB1350'OLD LOOKOUT PLATFORM.
 QB1350'
 QB1350'THE STATION MARK IS A STANDARD DISK STAMPED CUDDY PT 1945.
 QB1350'IT IS SET IN A DRILL HOLE IN AN UNDER GROUND BOULDER 15 INCHES
 QB1350'BELOW THE GROUND SURFACE.  IT IS 27-1/2 METERS NORTH OF THE
 QB1350'LOOKOUT FLATFORM.
 QB1350'
 QB1350'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CUDDY PT NO 1
 QB1350'1945.  IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK
 QB1350'WHICH IS ABOUT 6 FEET LOWER THAN THE STATION.
 QB1350'
 QB1350'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CUDDY PT NO 2
 QB1350'1945.  IT IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 QB1350'2 FEET.  IT IS ABOUT 6 FEET LOWER THAN THE STATION.
 QB1350'
 QB1350'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1809 ***********************************************************************
 RZ1809  DESIGNATION -  CULDESAC
 RZ1809  PID         -  RZ1809
 RZ1809  STATE/COUNTY-  ID/NEZ PERCE
 RZ1809  USGS QUAD   -  CULDESAC NORTH (1984)
 RZ1809
 RZ1809                         *CURRENT SURVEY CONTROL
 RZ1809  ___________________________________________________________________
 RZ1809* NAD 83(1992)-  46 24 07.87875(N)    116 43 02.41214(W)     ADJUSTED  
 RZ1809* NAVD 88     -       612.0    (meters)    2008.     (feet)  VERTCON   
 RZ1809  ___________________________________________________________________
 RZ1809  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 RZ1809  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 RZ1809
 RZ1809  HORZ ORDER  -  THIRD
 RZ1809
 RZ1809.The horizontal coordinates were established by classical geodetic methods
 RZ1809.and adjusted by the National Geodetic Survey in July 1992..
 RZ1809
 RZ1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1809
 RZ1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1809
 RZ1809.The geoid height was determined by GEOID03.
 RZ1809
 RZ1809;                    North         East     Units Scale Factor Converg.
 RZ1809;SPC ID W     -   526,597.439   725,616.806   MT  1.00000132   -0 42 02.1
 RZ1809;UTM  11      - 5,138,773.791   521,728.146   MT  0.99960580   +0 12 16.9
 RZ1809
 RZ1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1809!SPC ID W     -   0.99990686  x   1.00000132  =   0.99990818
 RZ1809!UTM  11      -   0.99990686  x   0.99960580  =   0.99951270
 RZ1809
 RZ1809|---------------------------------------------------------------------|
 RZ1809| PID    Reference Object                     Distance      Geod. Az  |
 RZ1809|                                                           dddmmss.s |
 RZ1809| CH7191 CULDESAC RM 1                         9.022 METERS 17836     |
 RZ1809| RZ1841 SLICK                               APPROX.15.6 KM 1995853.4 |
 RZ1809| CH7192 CULDESAC RM 2                         5.236 METERS 35952     |
 RZ1809|---------------------------------------------------------------------|
 RZ1809
 RZ1809                          SUPERSEDED SURVEY CONTROL
 RZ1809
 RZ1809  NAD 83(1986)-  46 24 07.88448(N)    116 43 02.40768(W) AD(       ) 3
 RZ1809  NAD 27      -  46 24 08.28200(N)    116 42 58.88800(W) AD(       ) 3
 RZ1809  NGVD 29 (07/19/86)  611.0    (m)         2005.     (f) VERT ANG       
 RZ1809
 RZ1809.Superseded values are not recommended for survey control.
 RZ1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1809.See file dsdata.txt to determine how the superseded data were derived.
 RZ1809
 RZ1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM2172838774(NAD 83)
 RZ1809_MARKER: DD = SURVEY DISK
 RZ1809_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RZ1809
 RZ1809  HISTORY     - Date     Condition        Report By
 RZ1809  HISTORY     - 1957     MONUMENTED       USGS
 RZ1809  HISTORY     - 1959     GOOD             CGS
 RZ1809
 RZ1809                          STATION DESCRIPTION
 RZ1809
 RZ1809'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1809'LOCATED ABOUT 2.9 MI NW. OF CULDESAC POST OFFICE, 2.1 MI N. OF
 RZ1809'CAMAS PRAIRIE RR. AND U.S. HWY. 95.  IN N.-S. FENCE LINE AT
 RZ1809'HIGHEST POINT OF CULTIVATED HILL IN SOUTH 1/2 SECTION 4, T35N,
 RZ1809'R3W.
 RZ1809'
 RZ1809'TO REACH FROM CULDESAC POST OFFICE, DRIVE 0.7 MI W. TO U.S. HWY.
 RZ1809'95, CONTINUE 2.1 MI W. ON U.S. HWY. 95 TO JACQUES SPUR.  TURN
 RZ1809'RIGHT ACROSS CAMAS PRAIRIE RR. GENERALLY N. 2.1 MI ALONG GRAVEL
 RZ1809'RD. OVER TOP OF HILL THROUGH BOZARTH RANCH AND DOWN OTHER SIDE TO
 RZ1809'WHERE RD. SWINGS W. DOWN DRAIN.  TAKE DIRT RD. RIGHT 0.5 MI N. UP
 RZ1809'DRAIN.  TURN RIGHT 0.3 MI E. ACROSS FIELD TO HIGHEST POINT ON
 RZ1809'N.-S. FENCE LINE AND STATION.
 RZ1809'
 RZ1809'STATION MARK--STANDARD TABLET STAMPED---CULDESAC 1957---, IN
 RZ1809'CONCRETE POST.
 RZ1809'
 RZ1809'RM 1--STANDARD RM TABLET STAMPED---RM 1---, IN CONCRETE POST.
 RZ1809'
 RZ1809'RM 2--STANDARD RM TABLET STAMPED---RM 2---, IN CONCRETE POST.
 RZ1809
 RZ1809                          STATION RECOVERY (1959)
 RZ1809
 RZ1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1809'THIS STATION WAS NOT VISITED BY THIS PARTY.  FOLLOWING IS A
 RZ1809'COPY OF THE U.S. GEOLOGICAL SURVEY DESCRIPTION.  LOCATED ABOUT
 RZ1809'2.9 MI. NW. OF CULDESAC POST OFFICE AND 2.1 MI. N. OF THE CAMAS
 RZ1809'PRAIRIE RR. AND U.S. HIGHWAY 95, IN A N.-S. FENCELINE AT THE
 RZ1809'HIGHEST POINT OF A CULTIVATED HILL IN THE S. HALF OF SEC. 4,
 RZ1809'T. 35 N., R. 3 W.
 RZ1809'
 RZ1809'TO REACH FROM CULDESAC POST OFFICE, DRIVE W. FOR 0.7 MI. TO
 RZ1809'U.S. HIGHWAY 95, CONTINUE (W.) FOR 2.1 MI. ON U.S. HIGHWAY 95
 RZ1809'TO JACQUES SPUR.  TURN RIGHT ACROSS THE CAMAS PRAIRIE RR. AND
 RZ1809'PROCEED GENERALLY N. 2.1 MI. ALONG A GRAVEL RD. OVER THE TOP
 RZ1809'OF A HILL, THROUGH THE BOZARTH RANCH AND DOWN THE OTHER SIDE
 RZ1809'TO WHERE THE RD. SWINGS W. DOWN A DRAIN.  TAKE DIRT RD. TO RIGHT
 RZ1809'(N.) FOR 0.5 MI. (UP DRAIN).  TURN RIGHT (E.) FOR 0.3 MI.
 RZ1809'ACROSS FIELD TO HIGHEST POINT ON N.-S. FENCELINE AND STATION.
 RZ1809'
 RZ1809'STATION MARK.  STANDARD TABLET STAMPED CULDESAC 1957 SET IN
 RZ1809'CONCRETE POST.
 RZ1809'
 RZ1809'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 RZ1809'R.M. 1 SET IN CONCRETE POST, 29.60 FT. FROM STATION MARK AZIMUTH
 RZ1809'358 DEG 35 MIN.
 RZ1809'
 RZ1809'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 RZ1809'R.M. 2 SET IN CONCRETE POST, 17.18 FT. FROM STATION MARK IN
 RZ1809'AZIMUTH 179 DEG 51 MIN.
 RZ1809'
 RZ1809'THE POINT OBSERVED ON WAS A 6 FOOT TARGET, ERECTED BY THE U.S.
 RZ1809'GEOLOGICAL SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1030 ***********************************************************************
 TO1030  DESIGNATION -  CULVER
 TO1030  PID         -  TO1030
 TO1030  STATE/COUNTY-  ID/BONNER
 TO1030  USGS QUAD   -  ODEN BAY (1996)
 TO1030
 TO1030                         *CURRENT SURVEY CONTROL
 TO1030  ___________________________________________________________________
 TO1030* NAD 83(1992)-  48 18 10.47498(N)    116 25 44.96272(W)     ADJUSTED  
 TO1030* NAVD 88     -       630.     (meters)    2067.     (feet)  SCALED    
 TO1030  ___________________________________________________________________
 TO1030  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 TO1030  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TO1030
 TO1030  HORZ ORDER  -  THIRD
 TO1030
 TO1030.The horizontal coordinates were established by classical geodetic methods
 TO1030.and adjusted by the National Geodetic Survey in July 1992..
 TO1030
 TO1030.The orthometric height was scaled from a topographic map.
 TO1030
 TO1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1030
 TO1030.The geoid height was determined by GEOID03.
 TO1030
 TO1030;                    North         East     Units Scale Factor Converg.
 TO1030;SPC ID W     -   737,669.380   749,618.615   MT  0.99996451   -0 30 25.6
 TO1030;UTM  11      - 5,350,125.734   542,332.421   MT  0.99962202   +0 25 34.5
 TO1030
 TO1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1030!SPC ID W     -   0.99990392  x   0.99996451  =   0.99986843
 TO1030!UTM  11      -   0.99990392  x   0.99962202  =   0.99952598
 TO1030
 TO1030                          SUPERSEDED SURVEY CONTROL
 TO1030
 TO1030  NAD 83(1986)-  48 18 10.48532(N)    116 25 44.95690(W) AD(       ) 3
 TO1030  NAD 27      -  48 18 10.74560(N)    116 25 41.27955(W) AD(       ) 3
 TO1030
 TO1030.Superseded values are not recommended for survey control.
 TO1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1030.See file dsdata.txt to determine how the superseded data were derived.
 TO1030
 TO1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4233250126(NAD 83)
 TO1030_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1030_SETTING: 66 = SET IN ROCK OUTCROP
 TO1030_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TO1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO1030+STABILITY: POSITION/ELEVATION WELL
 TO1030
 TO1030  HISTORY     - Date     Condition        Report By
 TO1030  HISTORY     - 1947     MONUMENTED       CGS
 TO1030
 TO1030                          STATION DESCRIPTION
 TO1030
 TO1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO1030'THE STATION IS AT THE NORTH END OF PEND OREILLE LAKE ON EAST
 TO1030'SHORE OF ODEN BAY ABOUT 200 METERS SOUTHEAST OF SMALL CREEK
 TO1030'AND 1.3 MILES NORTHWEST OF FISHERMAN ISLAND.  TO REACHBY
 TO1030'ROAD TAKE U.S. HIGHWAY 10W FROM SANDPOINT, TURN SOUTH ON TO
 TO1030'THE IMPROVED ROAD AT CULVER, AND AFTER CROSSING THE FIRST
 TO1030'BRIDGE TURN INTO FIRST FARM TO RIGHT OR SOUTH.  THE STATION
 TO1030'IS ON THE CARTER FARM NEAR EDGE OF CLUMP OF TREES AND IS
 TO1030'FRONTED BY A WIDE EXPANSE OF HAY LAND TOWARD THE WATERS EDGE.
 TO1030'A HUGE RED BARN IS ABOUT 200 METERS TO THE NORTHEAST.  THE
 TO1030'MARK IS IN OUTCROP 20 FEET ABOVE MEAN WINTER LAKE LEVEL.
 TO1030'
 TO1030'R.M. NO. 1 IS IN OUTCROP NORTH OF STATION AND AT ABOUT THE
 TO1030'SAME ELEVATION.
 TO1030'
 TO1030'R.M. NO. 2 IS IN OUTCROP SOUTHEAST OF STATION AND ABOUT
 TO1030'4 FEET HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0973 ***********************************************************************
 OZ0973  DESIGNATION -  CUP
 OZ0973  PID         -  OZ0973
 OZ0973  STATE/COUNTY-  ID/BLAINE
 OZ0973  USGS QUAD   -  BUTTERCUP MTN (1970)
 OZ0973
 OZ0973                         *CURRENT SURVEY CONTROL
 OZ0973  ___________________________________________________________________
 OZ0973* NAD 83(1992)-  43 32 59.72444(N)    114 35 06.21239(W)     ADJUSTED  
 OZ0973* NAVD 88     -      2789.4    (meters)    9152.     (feet)  VERTCON   
 OZ0973  ___________________________________________________________________
 OZ0973  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 OZ0973  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 OZ0973
 OZ0973  HORZ ORDER  -  SECOND
 OZ0973
 OZ0973.The horizontal coordinates were established by classical geodetic methods
 OZ0973.and adjusted by the National Geodetic Survey in July 1992..
 OZ0973
 OZ0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0973
 OZ0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0973
 OZ0973.The geoid height was determined by GEOID03.
 OZ0973
 OZ0973;                    North         East     Units Scale Factor Converg.
 OZ0973;SPC ID C     -   209,357.098   452,723.822   MT  0.99997485   -0 24 11.2
 OZ0973;UTM  11      - 4,824,719.167   695,076.361   MT  1.00006811   +1 39 51.8
 OZ0973
 OZ0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0973!SPC ID C     -   0.99956482  x   0.99997485  =   0.99953969
 OZ0973!UTM  11      -   0.99956482  x   1.00006811  =   0.99963291
 OZ0973
 OZ0973|---------------------------------------------------------------------|
 OZ0973| PID    Reference Object                     Distance      Geod. Az  |
 OZ0973|                                                           dddmmss.s |
 OZ0973| CD4957 CUP RM 1                              8.358 METERS 18440     |
 OZ0973| CD4958 CUP RM 2                              7.284 METERS 24641     |
 OZ0973| OZ0975 COUCH                               APPROX.16.8 KM 2532535.9 |
 OZ0973|---------------------------------------------------------------------|
 OZ0973
 OZ0973                          SUPERSEDED SURVEY CONTROL
 OZ0973
 OZ0973  NAD 83(1986)-  43 32 59.72289(N)    114 35 06.20752(W) AD(       ) 2
 OZ0973  NAD 27      -  43 33 00.07013(N)    114 35 03.00304(W) AD(       ) 2
 OZ0973  NGVD 29 (07/19/86) 2788.0    (m)         9147.     (f) VERT ANG       
 OZ0973
 OZ0973.Superseded values are not recommended for survey control.
 OZ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0973.See file dsdata.txt to determine how the superseded data were derived.
 OZ0973
 OZ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ9507624719(NAD 83)
 OZ0973_MARKER: DD = SURVEY DISK
 OZ0973_SETTING: 0 = UNSPECIFIED SETTING
 OZ0973
 OZ0973  HISTORY     - Date     Condition        Report By
 OZ0973  HISTORY     - 1967     MONUMENTED       USGS
 OZ0973  HISTORY     - 1970     GOOD             USGS
 OZ0973
 OZ0973                          STATION DESCRIPTION
 OZ0973
 OZ0973'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WAO)
 OZ0973'LOCATED ABOUT 13.8 MI (AIRLINE) W. OF AND 1.7 MI N. OF
 OZ0973'HAILEY.  2.4 MI N. OF AND 0.3 MI W. OF BUTTERCUP MOUNT.  ON A HIGH,
 OZ0973'PROMINENT TOP.
 OZ0973'
 OZ0973'REACHED BY HELICOPTER.
 OZ0973'
 OZ0973'STATION MARK--A STANDARD BRASS TABLET STAMPED CUP 1967 ON
 OZ0973'COPPERWELD ROD IN CONC. FOUNDATION FLUSH WITH GROUND.
 OZ0973'
 OZ0973'REFERENCE MARK NO. 1--A STANDARD BRASS TABLET STAMPED NO 1 1967
 OZ0973'ON COPPERWELD ROD.
 OZ0973'
 OZ0973'REFERENCE MARK NO. 2--A STANDARD BRASS TABLET STAMPED NO 2 1967
 OZ0973'CEMENTED IN STONE.
 OZ0973
 OZ0973                          STATION RECOVERY (1970)
 OZ0973
 OZ0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OZ0973'RM 1 TO RM 2 NOT MEASURED.
 OZ0973'
 OZ0973'LOCATED ABOUT 13.8 MI (AIRLINE) W. OF AND 1.7 MI N. OF
 OZ0973'HAILEY.  2.4 MI N. OF AND 0.3 MI W. OF BUTTERCUP MOUNT.  ON A
 OZ0973'HIGH, PROMINENT TOP.
 OZ0973'
 OZ0973'REACHED BY HELICOPTER.
 OZ0973'
 OZ0973'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED CUP 1967 ON
 OZ0973'COPPERWELD ROD IN CONC. FOUNDATION FLUSH WITH GROUND.
 OZ0973'
 OZ0973'REFERENCE MARK NO. 1--A STANDARD USGS BRASS TABLET STAMPED
 OZ0973'NO 1 1967 ON COPPERWELD ROD.
 OZ0973'
 OZ0973'REFERENCE MARK NO. 2--A STANDARD USGS BRASS TABLET STAMPED
 OZ0973'NO 2 1967 CEMENTED IN STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0810 ***********************************************************************
 TO0810  DESIGNATION -  CURLEY AZ MK
 TO0810  PID         -  TO0810
 TO0810  STATE/COUNTY-  ID/BOUNDARY
 TO0810  USGS QUAD   -  CURLEY CREEK (1983)
 TO0810
 TO0810                         *CURRENT SURVEY CONTROL
 TO0810  ___________________________________________________________________
 TO0810* NAD 83(1992)-  48 40 30.00979(N)    116 02 56.87599(W)     ADJUSTED  
 TO0810* NAVD 88     -       759.0    (meters)    2490.     (feet)  VERTCON   
 TO0810  ___________________________________________________________________
 TO0810  LAPLACE CORR-          10.03  (seconds)                    DEFLEC99
 TO0810  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 TO0810
 TO0810  HORZ ORDER  -  SECOND
 TO0810
 TO0810.The horizontal coordinates were established by classical geodetic methods
 TO0810.and adjusted by the National Geodetic Survey in July 1992..
 TO0810.No horizontal observational check was made to the station.
 TO0810
 TO0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0810
 TO0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0810
 TO0810.The geoid height was determined by GEOID03.
 TO0810
 TO0810;                    North         East     Units Scale Factor Converg.
 TO0810;SPC ID W     -   778,863.523   777,971.385   MT  0.99993929   -0 13 28.7
 TO0810;SPC MT       -   511,878.071   118,328.287   MT  0.99981662   -4 47 26.6
 TO0810;SPC MT       - 1,679,390.00    388,216.16   iFT  0.99981662   -4 47 26.6
 TO0810;UTM  11      - 5,391,764.623   569,999.840   MT  0.99966020   +0 42 50.8
 TO0810
 TO0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0810!SPC ID W     -   0.99988358  x   0.99993929  =   0.99982288
 TO0810!SPC MT       -   0.99988358  x   0.99981662  =   0.99970023
 TO0810!UTM  11      -   0.99988358  x   0.99966020  =   0.99954382
 TO0810
 TO0810                          SUPERSEDED SURVEY CONTROL
 TO0810
 TO0810  NAD 83(1986)-  48 40 30.01926(N)    116 02 56.88119(W) AD(       ) 2
 TO0810  NGVD 29 (11/20/87)  757.8    (m)         2486.     (f) VERT ANG       
 TO0810
 TO0810.Superseded values are not recommended for survey control.
 TO0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0810.See file dsdata.txt to determine how the superseded data were derived.
 TO0810
 TO0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP7000091765(NAD 83)
 TO0810_MARKER: DZ = AZIMUTH MARK DISK
 TO0810_SETTING: 80 = SET IN A BOULDER
 TO0810_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TO0810_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TO0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0810+STABILITY: SURFACE MOTION
 TO0810
 TO0810  HISTORY     - Date     Condition        Report By
 TO0810  HISTORY     - 1986     MONUMENTED       NGS
 TO0810
 TO0810                          STATION DESCRIPTION
 TO0810
 TO0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CWW)
 TO0810'THE AZIMUTH MARK IS LOCATED ABOUT 22 KM (14 MI) NORTHWEST OF TROY,
 TO0810'MONTANA.  IT IS AT THE IDAHO-MONTANA STATE LINE AND ALONG THE EAST
 TO0810'RIGHT OF WAY OF OLD HIGHWAY 2.
 TO0810'
 TO0810'TO REACH FROM THE PUBLIC SCHOOL IN TROY, GO NORTHWEST ON U.S.
 TO0810'HIGHWAY 2 FOR 16.96 KM (10.6 MI) TO THE JUNCTION WITH OLD HIGHWAY
 TO0810'2.  BEAR RIGHT ON OLD HIGHWAY 2 AND GO NORTHWEST FOR 7.68 KM
 TO0810'(4.8 MI) TO THE STATION ON THE LEFT.  CONTINUE NORTHWEST ON OLD
 TO0810'HIGHWAY 2 FOR 0.24 KM (0.15 MI) TO THE AZIMUTH MARK ON THE RIGHT AT
 TO0810'THE STATE LINE.
 TO0810'
 TO0810'AZIMUTH MARK, STAMPED---CURLEY 1986---, IS A STANDARD DISK SET IN
 TO0810'A DRILL HOLE IN A BOULDER.  IT IS 11.0 METERS (36.0 FT) SOUTHEAST OF
 TO0810'A MAILBOX, 8.5 METERS (27.9 FT) NORTHWEST OF THE STATE LINE MARKER,
 TO0810'6.5 METERS (21.3 FT) NORTHEAST OF THE CENTER OF THE ROAD AND 0.8
 TO0810'METER (2.6 FT) SOUTHWEST OF A WITNESS POST.
 TO0810'
 TO0810'DESCRIBED BY C.W. WRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1031 ***********************************************************************
 NV1031  DESIGNATION -  CURVE
 NV1031  PID         -  NV1031
 NV1031  STATE/COUNTY-  ID/LINCOLN
 NV1031  USGS QUAD   -  DIETRICH (1992)
 NV1031
 NV1031                         *CURRENT SURVEY CONTROL
 NV1031  ___________________________________________________________________
 NV1031* NAD 83(1992)-  42 53 59.60849(N)    114 17 45.28443(W)     ADJUSTED  
 NV1031* NAVD 88     -      1250.0    (meters)    4101.     (feet)  VERTCON   
 NV1031  ___________________________________________________________________
 NV1031  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 NV1031  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NV1031
 NV1031  HORZ ORDER  -  SECOND
 NV1031
 NV1031.The horizontal coordinates were established by classical geodetic methods
 NV1031.and adjusted by the National Geodetic Survey in July 1992..
 NV1031
 NV1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1031
 NV1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1031
 NV1031.The geoid height was determined by GEOID03.
 NV1031
 NV1031;                    North         East     Units Scale Factor Converg.
 NV1031;SPC ID C     -   137,020.368   475,833.150   MT  0.99995455   -0 12 05.2
 NV1031;UTM  11      - 4,753,245.658   720,769.345   MT  1.00019964   +1 50 29.3
 NV1031
 NV1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1031!SPC ID C     -   0.99980627  x   0.99995455  =   0.99976082
 NV1031!UTM  11      -   0.99980627  x   1.00019964  =   1.00000587
 NV1031
 NV1031:                Primary Azimuth Mark                     Grid Az
 NV1031:SPC ID C     -  DIETRICH                                 052 40 59.8
 NV1031:UTM  11      -  DIETRICH                                 050 38 25.3
 NV1031
 NV1031|---------------------------------------------------------------------|
 NV1031| PID    Reference Object                     Distance      Geod. Az  |
 NV1031|                                                           dddmmss.s |
 NV1031| NV0997 DIETRICH                            APPROX. 8.4 KM 0522854.6 |
 NV1031| CD4959 CURVE RM 1                            7.665 METERS 13333     |
 NV1031| CD4960 CURVE RM 2                            6.092 METERS 29959     |
 NV1031|---------------------------------------------------------------------|
 NV1031
 NV1031                          SUPERSEDED SURVEY CONTROL
 NV1031
 NV1031  NAD 83(1986)-  42 53 59.60694(N)    114 17 45.28107(W) AD(       ) 2
 NV1031  NAD 27      -  42 53 59.94383(N)    114 17 42.14270(W) AD(       ) 2
 NV1031  NGVD 29 (07/19/86) 1249.1    (m)         4098.     (f) VERT ANG       
 NV1031
 NV1031.Superseded values are not recommended for survey control.
 NV1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1031.See file dsdata.txt to determine how the superseded data were derived.
 NV1031
 NV1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH2076953246(NAD 83)
 NV1031_MARKER: DD = SURVEY DISK
 NV1031_SETTING: 0 = UNSPECIFIED SETTING
 NV1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1031+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 NV1031
 NV1031  HISTORY     - Date     Condition        Report By
 NV1031  HISTORY     - 1973     MONUMENTED       USGS
 NV1031  HISTORY     - 20051008 GOOD             GEOCAC
 NV1031
 NV1031                          STATION DESCRIPTION
 NV1031
 NV1031'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NV1031'LOCATED ABOUT 6.1 MI SE. OF SHOSHONE, 1.9 MI SW. OF DETRICH,
 NV1031'33 FT W. OF CENTERLINE RD.  29 FT S. OF FENCE CORNER AND 3 FT
 NV1031'E. OF RIGHT-OF-WAY FENCE.
 NV1031'
 NV1031'TO REACH FROM THE JCT. OF HIGHWAYS 93, 20 AND 26 IN SHOSHONE
 NV1031'(SOUTH SIDE OF RR. TRACKS) GO S. 0.5 MI ON U.S. 93 TO JCT. OF
 NV1031'IDAHO 24.  TURN LEFT AND GO 6.2 MI E. OF STATE HIGHWAY 24 TO A
 NV1031'PAVED RD. FK. RIGHT.  STATION IS ON WEST SIDE OF SIDE RD. AND
 NV1031'SOUTH SIDE OF HIGHWAY 24, ALONG FENCE.
 NV1031'
 NV1031'STATION MARK--A STANDARD USGS TABLET STAMPED CURVE 1970 SET
 NV1031'IN TOP OF A CONC. POST PROJECTING 0.1 FT ABOVE GROUND.
 NV1031'
 NV1031'REFERENCE MARK NO. 1--A STANDARD RM TABLET STAMPED CURVE NO 1
 NV1031'1970 SET IN TOP OF A CONC. POST 1 FT E. OF FENCE AND 0.8 FT
 NV1031'BELOW STATION MARK.
 NV1031'
 NV1031'REFERENCE MARK NO. 2--A STANDARD RM TABLET STAMPED CURVE NO 2
 NV1031'1970 SET IN TOP OF A CONC. POST 0.5 FT E. OF FENCE AND 0.0 FT
 NV1031'ABOVE STATION MARK.
 NV1031
 NV1031                          STATION RECOVERY (2005)
 NV1031
 NV1031'RECOVERY NOTE BY GEOCACHING 2005 (MAC)
 NV1031'ACTUALLY IS CEMENTED INTO ROCK JUST ABOVE/NEARLY FLUSH WITH GROUND
 NV1031'LEVEL.  CEMENT IF FLAKING OFF, BUT MARKER APPEARS STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0725 ***********************************************************************
 QA0725  DESIGNATION -  CUSTER
 QA0725  PID         -  QA0725
 QA0725  STATE/COUNTY-  ID/CUSTER
 QA0725  USGS QUAD   -  THOMPSON CREEK (1964)
 QA0725
 QA0725                         *CURRENT SURVEY CONTROL
 QA0725  ___________________________________________________________________
 QA0725* NAD 83(1992)-  44 20 57.19975(N)    114 37 26.82759(W)     ADJUSTED  
 QA0725* NAVD 88     -      2974.2    (meters)    9758.     (feet)  VERTCON   
 QA0725  ___________________________________________________________________
 QA0725  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 QA0725  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 QA0725
 QA0725  HORZ ORDER  -  FIRST
 QA0725
 QA0725.The horizontal coordinates were established by classical geodetic methods
 QA0725.and adjusted by the National Geodetic Survey in July 1992..
 QA0725
 QA0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0725
 QA0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0725
 QA0725.The geoid height was determined by GEOID03.
 QA0725
 QA0725;                    North         East     Units Scale Factor Converg.
 QA0725;SPC ID C     -   298,186.658   450,238.954   MT  0.99997781   -0 26 10.6
 QA0725;UTM  11      - 4,913,406.689   689,364.642   MT  1.00004102   +1 39 40.7
 QA0725
 QA0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0725!SPC ID C     -   0.99953583  x   0.99997781  =   0.99951365
 QA0725!UTM  11      -   0.99953583  x   1.00004102  =   0.99957683
 QA0725
 QA0725|---------------------------------------------------------------------|
 QA0725| PID    Reference Object                     Distance      Geod. Az  |
 QA0725|                                                           dddmmss.s |
 QA0725| CD4963 CUSTER LOOKOUT HOUSE                  4.938 METERS 01710     |
 QA0725| CD4962 CUSTER RM 2                           2.954 METERS 12146     |
 QA0725| CD4961 CUSTER RM 1                          15.191 METERS 19944     |
 QA0725| QA0746 DEADWOOD LOOKOUT HOUSE              APPROX.16.6 KM 2693152.1 |
 QA0725| QA0729 MOUNT GREYLOCK LOOKOUT              APPROX. 9.8 KM 3231936.8 |
 QA0725| QA0762 SHERMAN PK CAIRN                    APPROX.20.4 KM 3555814.2 |
 QA0725|---------------------------------------------------------------------|
 QA0725
 QA0725                          SUPERSEDED SURVEY CONTROL
 QA0725
 QA0725  NAD 83(1986)-  44 20 57.19821(N)    114 37 26.82191(W) AD(       ) 1
 QA0725  NAD 27      -  44 20 57.50750(N)    114 37 23.55270(W) AD(       ) 1
 QA0725  NGVD 29 (07/19/86) 2972.8    (m)         9753.     (f) VERT ANG       
 QA0725
 QA0725.Superseded values are not recommended for survey control.
 QA0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0725.See file dsdata.txt to determine how the superseded data were derived.
 QA0725
 QA0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK8936513407(NAD 83)
 QA0725_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0725_SETTING: 66 = SET IN ROCK OUTCROP
 QA0725
 QA0725  HISTORY     - Date     Condition        Report By
 QA0725  HISTORY     - 1957     MONUMENTED       CGS
 QA0725  HISTORY     - 1961     GOOD             USGS
 QA0725
 QA0725                          STATION DESCRIPTION
 QA0725
 QA0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0725'STATION IS LOCATED, AIRLINE, ABOUT 17 MILES EAST NORTHEAST OF
 QA0725'STANLEY, 7 MILES NORTH OF THE SALMON RIVER AND ON THE SUMMIT OF
 QA0725'THE MOST PROMINENT PEAK IN THE VICINITY WHICH HAS A FOREST
 QA0725'SERVICE LOOKOUT HOUSE CALLED CUSTER.
 QA0725'
 QA0725'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE AT
 QA0725'SUNBEAM, WHICH IS ABOUT 12 MILES EAST OF THE TOWN OF STANLEY,
 QA0725'GO NORTH ON A GRAVELED ROAD FOR 4.3 MILES TO AN OLD DREDGE
 QA0725'CAMP.  TURN RIGHT AND FOLLOW A TRACK ROAD UP RAMEY CREEK FOR
 QA0725'1.0 MILE TO THE END OF THE ROAD.  PACK ACROSS THE CREEK,
 QA0725'NORTHEASTERLY, AND FOLLOW THE FOREST SERVICE TRAIL UP THE
 QA0725'CREEK FOR ABOUT 4 MILES TO A SADDLE AND A FORK IN THE TRAIL.
 QA0725'TURN RIGHT AS PER SIGN CUSTER LOOKOUT 1 AND FOLLOW THE TRAIL
 QA0725'ALONG THE RIGHT SIDE OF THE RIDGE TO THE LOOKOUT HOUSE AND
 QA0725'THE STATION.  TIME OF BACK PACK IS ABOUT 4 HOURS.  PACK
 QA0725'HORSES CAN EASILY BE TAKEN TO THE STATION.
 QA0725'
 QA0725'STATION MARK, STAMPED CUSTER 1957 IS A STANDARD DISK CEMENTED
 QA0725'IN A DRILL HOLE IN OUTCROPPING BEDROCK 2 BY 1 FEET AND PROJECTING
 QA0725'10 INCHES.  IT IS 2 FEET NORTHEAST OF THE BASE OF THE FLAG
 QA0725'POLE.
 QA0725'
 QA0725'REFERENCE MARK NUMBER 1, STAMPED CUSTER NO 1 1957, IS A
 QA0725'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 QA0725'12 BY 6 INCHES, PROJECTING 3 INCHES AND IS 26 FEET LOWER THAN
 QA0725'THE STATION.  IT IS IN THE TRAIL LEADING TO THE STATION.
 QA0725'
 QA0725'REFERENCE MARK NUMBER 2, STAMPED CUSTER NO 2 1957, IS A
 QA0725'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 QA0725'3 FEET SQUARE, PROJECTING 3 FEET ON THE LOW SIDE AND IS 1
 QA0725'FOOT LOWER THAN THE STATION.
 QA0725'
 QA0725'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 QA0725'
 QA0725'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 QA0725
 QA0725                          STATION RECOVERY (1961)
 QA0725
 QA0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QA0725'STATION FOUND AS DESCRIBED.  STATION MARK
 QA0725'AND REFERENCE MARKS FOUND IN GOOD CONDITION.  STATION REACHED BY
 QA0725'HELICOPTER.
 QA0725'
 QA0725'STATION MARK--A STANDARD DISK STAMPED---CUSTER 1957---, CEMENTED IN
 QA0725'A DRILL HOLE IN OUTCROPPING BEDROCK 2 BY 1 FT. AND PROJECTING 10 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0724 ***********************************************************************
 QA0724  DESIGNATION -  CUSTER LOOKOUT HOUSE
 QA0724  PID         -  QA0724
 QA0724  STATE/COUNTY-  ID/CUSTER
 QA0724  USGS QUAD   -  THOMPSON CREEK (1964)
 QA0724
 QA0724                         *CURRENT SURVEY CONTROL
 QA0724  ___________________________________________________________________
 QA0724* NAD 83(1992)-  44 20 57.44220(N)    114 37 26.72117(W)     ADJUSTED  
 QA0724* NAVD 88     -      2974.     (meters)    9757.     (feet)  SCALED    
 QA0724  ___________________________________________________________________
 QA0724  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 QA0724  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 QA0724
 QA0724  HORZ ORDER  -  THIRD
 QA0724
 QA0724.The horizontal coordinates were established by classical geodetic methods
 QA0724.and adjusted by the National Geodetic Survey in July 1992..
 QA0724
 QA0724.The orthometric height was scaled from a topographic map.
 QA0724
 QA0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0724
 QA0724.The geoid height was determined by GEOID03.
 QA0724
 QA0724;                    North         East     Units Scale Factor Converg.
 QA0724;SPC ID C     -   298,194.123   450,241.368   MT  0.99997781   -0 26 10.6
 QA0724;UTM  11      - 4,913,414.238   689,366.781   MT  1.00004103   +1 39 40.8
 QA0724
 QA0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0724!SPC ID C     -   0.99953580  x   0.99997781  =   0.99951362
 QA0724!UTM  11      -   0.99953580  x   1.00004103  =   0.99957681
 QA0724
 QA0724                          SUPERSEDED SURVEY CONTROL
 QA0724
 QA0724  NAD 83(1986)-  44 20 57.44067(N)    114 37 26.71550(W) AD(       ) 4
 QA0724  NAD 27      -  44 20 57.74990(N)    114 37 23.44630(W) AD(       ) 3
 QA0724
 QA0724.Superseded values are not recommended for survey control.
 QA0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0724.See file dsdata.txt to determine how the superseded data were derived.
 QA0724
 QA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK8936713414(NAD 83)
 QA0724
 QA0724  HISTORY     - Date     Condition        Report By
 QA0724  HISTORY     - 1957     MONUMENTED       CGS
 QA0724
 QA0724                          STATION DESCRIPTION
 QA0724
 QA0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0724'THE CUSTER LOOKOUT HOUSE IS LOCATED ABOUT 17 MILES AIRLINE
 QA0724'NORTHEAST OF STANLEY AND ABOUT 7 MILES NORTH OF THE SALMON
 QA0724'RIVER, ON THE HIGHEST PART OF A VERY PROMINENT PEAK.
 QA0724'
 QA0724'THE HOUSE IS A LOOKOUT HOUSE OF THE U.S. FOREST SERVICE AND
 QA0724'IS ABOUT 14 FEET SQUARE, 10 FEET HIGH AND PAINTED SILVER.
 QA0724'THE CENTER OF THE HOUSE WAS TRAVERSED TO CUSTER 1957.
 QA0724'
 QA0724'OFFICE NOTE--COMPUTATIONS INDICATED THAT LOOKOUT HOUSE LOCATED
 QA0724'IN 1939 HAS BEEN MOVED OR REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0649 ***********************************************************************
 OX0649  DESIGNATION -  CY
 OX0649  PID         -  OX0649
 OX0649  STATE/COUNTY-  ID/FREMONT
 OX0649  USGS QUAD   -  LAMONT (1965)
 OX0649
 OX0649                         *CURRENT SURVEY CONTROL
 OX0649  ___________________________________________________________________
 OX0649* NAD 83(1992)-  43 57 56.36549(N)    111 08 46.64183(W)     ADJUSTED  
 OX0649* NAVD 88     -      2028.     (meters)    6654.     (feet)  SCALED    
 OX0649  ___________________________________________________________________
 OX0649  LAPLACE CORR-           8.79  (seconds)                    DEFLEC99
 OX0649  GEOID HEIGHT-          -9.85  (meters)                     GEOID03
 OX0649
 OX0649  HORZ ORDER  -  THIRD
 OX0649
 OX0649.The horizontal coordinates were established by classical geodetic methods
 OX0649.and adjusted by the National Geodetic Survey in July 1992..
 OX0649
 OX0649.The orthometric height was scaled from a topographic map.
 OX0649
 OX0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0649
 OX0649.The geoid height was determined by GEOID03.
 OX0649
 OX0649;                    North         East     Units Scale Factor Converg.
 OX0649;SPC ID E     -   255,885.700   281,883.623   MT  1.00002980   +0 42 30.3
 OX0649;UTM  12      - 4,868,068.860   488,264.614   MT  0.99960169   -0 06 05.6
 OX0649
 OX0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0649!SPC ID E     -   0.99968361  x   1.00002980  =   0.99971340
 OX0649!UTM  12      -   0.99968361  x   0.99960169  =   0.99928543
 OX0649
 OX0649:                Primary Azimuth Mark                     Grid Az
 OX0649:SPC ID E     -  BAILEY RESET                             257 23 57.9
 OX0649:UTM  12      -  BAILEY RESET                             258 12 33.8
 OX0649
 OX0649|---------------------------------------------------------------------|
 OX0649| PID    Reference Object                     Distance      Geod. Az  |
 OX0649|                                                           dddmmss.s |
 OX0649| OX0661 BAILEY RESET                        APPROX.12.5 KM 2580628.2 |
 OX0649|---------------------------------------------------------------------|
 OX0649
 OX0649                          SUPERSEDED SURVEY CONTROL
 OX0649
 OX0649  NAD 83(1986)-  43 57 56.35950(N)    111 08 46.62224(W) AD(       ) 3
 OX0649  NAD 27      -  43 57 56.65499(N)    111 08 43.80952(W) AD(       ) 3
 OX0649
 OX0649.Superseded values are not recommended for survey control.
 OX0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0649.See file dsdata.txt to determine how the superseded data were derived.
 OX0649
 OX0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP8826568069(NAD 83)
 OX0649_MARKER: DD = SURVEY DISK
 OX0649_SETTING: 66 = SET IN ROCK OUTCROP
 OX0649_SP_SET: SET IN A ROCK LEDGE
 OX0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0649+STABILITY: POSITION/ELEVATION WELL
 OX0649
 OX0649  HISTORY     - Date     Condition        Report By
 OX0649  HISTORY     - 1941     MONUMENTED       USGS
 OX0649
 OX0649                          STATION DESCRIPTION
 OX0649
 OX0649'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 OX0649'LOCATED 0.75 MI. S. AND 3.5 MI. E. OF LAMONT, ON PROPERTY OWNED BY
 OX0649'CY JOHNSON.
 OX0649'
 OX0649'TO REACH FROM LAMONT SCHOOL, DRIVE SOUTHEASTERLY ALONG RD. TO FELT
 OX0649'2.25 MI. TO POINT WHERE RD. TURNS S. ALONG SECTION LINE, CONTINUE E.
 OX0649'1.35 MI., THENCE NORTHEASTERLY 0.85 MI. AND CROSS RAILROAD TRACK,
 OX0649'DRIVE E. 0.5 MI., TAKE LEFT FORK AND DRIVE 0.25 MI. TO AN ABANDONED
 OX0649'LOG CABIN ON E., DRIVE SE. PAST CABIN 0.1 MI. TO TOP OF RIDGE AND
 OX0649'STATION.
 OX0649'
 OX0649'STATION MARK--STANDARD TABLET, STAMPED ---CY 1941---, CEMENTED IN FLAT
 OX0649'LEDGE OF ROCK FLUSH WITH GROUND.
 OX0649'
 OX0649'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, SET IN LARGE ROCK NEAR
 OX0649'PROMINENT LEDGE, 45.80 FT. FROM STATION MARK, N 74 DEG 57 MIN E.
 OX0649'
 OX0649'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---CY
 OX0649'NO. 2 1941---, CEMENTED IN FLAT OUTCROP, 21.33 FT. FROM STATION MARK,
 OX0649'S 01 DEG 14 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0039 ***********************************************************************
 NU0039  DESIGNATION -  D 1
 NU0039  PID         -  NU0039
 NU0039  STATE/COUNTY-  ID/BANNOCK
 NU0039  USGS QUAD   -  ARIMO (1968)
 NU0039
 NU0039                         *CURRENT SURVEY CONTROL
 NU0039  ___________________________________________________________________
 NU0039* NAD 83(1986)-  42 37 21.     (N)    112 11 23.     (W)     SCALED    
 NU0039* NAVD 88     -      1459.324  (meters)    4787.80   (feet)  ADJUSTED  
 NU0039  ___________________________________________________________________
 NU0039  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 NU0039  DYNAMIC HT  -        1458.406 (meters)    4784.79  (feet)  COMP
 NU0039  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 NU0039
 NU0039  VERT ORDER  -  FIRST     CLASS I
 NU0039
 NU0039.The horizontal coordinates were scaled from a topographic map and have
 NU0039.an estimated accuracy of +/- 6 seconds.
 NU0039
 NU0039.The orthometric height was determined by differential leveling
 NU0039.and adjusted by the National Geodetic Survey in June 1991..
 NU0039.WARNING-Repeat measurements at this control monument indicate possible
 NU0039.vertical movement.
 NU0039
 NU0039.The geoid height was determined by GEOID03.
 NU0039
 NU0039.The dynamic height is computed by dividing the NAVD 88
 NU0039.geopotential number by the normal gravity value computed on the
 NU0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0039.degrees latitude (g = 980.6199 gals.).
 NU0039
 NU0039.The modeled gravity was interpolated from observed gravity values.
 NU0039
 NU0039;                    North         East    Units  Estimated Accuracy
 NU0039;SPC ID E     -   106,170.      198,110.      MT  (+/- 180 meters Scaled)
 NU0039
 NU0039                          SUPERSEDED SURVEY CONTROL
 NU0039
 NU0039  NGVD 29 (??/??/92) 1458.249  (m)         4784.27   (f) ADJ UNCH    1 1
 NU0039
 NU0039.Superseded values are not recommended for survey control.
 NU0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0039.See file dsdata.txt to determine how the superseded data were derived.
 NU0039
 NU0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN024195(NAD 83)
 NU0039_MARKER: Q = CHISELED SQUARE
 NU0039_SETTING: 66 = SET IN ROCK OUTCROP
 NU0039_SP_SET: OUTCROP
 NU0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0039+STABILITY: POSITION/ELEVATION WELL
 NU0039
 NU0039  HISTORY     - Date     Condition        Report By
 NU0039  HISTORY     - UNK      MONUMENTED       CGS
 NU0039  HISTORY     - 1967     GOOD             NGS
 NU0039
 NU0039                          STATION DESCRIPTION
 NU0039
 NU0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0039'2.15 MI S FROM MCCAMMON.
 NU0039'2.15 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0039'MCCAMMON, 4 1/2 POLES SOUTH OF THE CROSSING OF PRICE ROAD, 2 POLES
 NU0039'NORTH AND ACROSS THE TRACK FROM MILEPOLE 109, ON THE TOP OF AN OUTCROP
 NU0039'WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 33.3 FEET EAST OF THE
 NU0039'EAST RAIL, 29 FEET SOUTH OF A TELEPHONE POLE, 13.3 FEET WEST OF THE
 NU0039'EAST RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0308 ***********************************************************************
 TO0308  DESIGNATION -  D 10 RESET
 TO0308  PID         -  TO0308
 TO0308  STATE/COUNTY-  ID/BONNER
 TO0308  USGS QUAD   -  SANDPOINT (1996)
 TO0308
 TO0308                         *CURRENT SURVEY CONTROL
 TO0308  ___________________________________________________________________
 TO0308* NAD 83(1986)-  48 19 45.     (N)    116 30 24.     (W)     SCALED    
 TO0308* NAVD 88     -       651.228  (meters)    2136.57   (feet)  ADJUSTED  
 TO0308  ___________________________________________________________________
 TO0308  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TO0308  DYNAMIC HT  -         651.280 (meters)    2136.74  (feet)  COMP
 TO0308  MODELED GRAV-     980,671.1   (mgal)                       NAVD 88
 TO0308
 TO0308  VERT ORDER  -  FIRST     CLASS II
 TO0308
 TO0308.The horizontal coordinates were scaled from a topographic map and have
 TO0308.an estimated accuracy of +/- 6 seconds.
 TO0308
 TO0308.The orthometric height was determined by differential leveling
 TO0308.and adjusted by the National Geodetic Survey in June 1991..
 TO0308
 TO0308.The geoid height was determined by GEOID03.
 TO0308
 TO0308.The dynamic height is computed by dividing the NAVD 88
 TO0308.geopotential number by the normal gravity value computed on the
 TO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0308.degrees latitude (g = 980.6199 gals.).
 TO0308
 TO0308.The modeled gravity was interpolated from observed gravity values.
 TO0308
 TO0308;                    North         East    Units  Estimated Accuracy
 TO0308;SPC ID W     -   740,640.      743,900.      MT  (+/- 180 meters Scaled)
 TO0308
 TO0308                          SUPERSEDED SURVEY CONTROL
 TO0308
 TO0308  NGVD 29 (??/??/92)  650.047  (m)         2132.70   (f) ADJ UNCH    1 2
 TO0308
 TO0308.Superseded values are not recommended for survey control.
 TO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0308.See file dsdata.txt to determine how the superseded data were derived.
 TO0308
 TO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP365530(NAD 83)
 TO0308_MARKER: P = PIPE CAP
 TO0308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0308_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0308_STAMPING: RESET 1944 D 10 1914
 TO0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0308
 TO0308  HISTORY     - Date     Condition        Report By
 TO0308  HISTORY     - 1944     MONUMENTED       CGS
 TO0308  HISTORY     - 1944     GOOD             NGS
 TO0308
 TO0308                          STATION DESCRIPTION
 TO0308
 TO0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0308'4.2 MI N FROM SANDPOINT.
 TO0308'4.2 MILES NORTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 TO0308'STATION AT SANDPOINT, 12 1/2 RAILS NORTHEAST OF A PUBLIC ROAD
 TO0308'CROSSING, 53.3 FEET SOUTH-SOUTHEAST OF THE 5TH. POLE NORTHEAST OF
 TO0308'MILEPOST NO. 79, 47.2 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK, 2
 TO0308'FEET NORTHEAST OF REFERENCE POST, 0.5 FOOT NORTHWEST OF FENCE. BRONZE
 TO0308'BENCH MARK CAP ON TOP OF A 3 1/2-INCH IRON PIPE SET IN CONCRETE AND
 TO0308'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.  STAMPED RESET 1944 D 10
 TO0308'1914.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0365 ***********************************************************************
 NU0365  DESIGNATION -  D 100
 NU0365  PID         -  NU0365
 NU0365  STATE/COUNTY-  ID/ONEIDA
 NU0365  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0365
 NU0365                         *CURRENT SURVEY CONTROL
 NU0365  ___________________________________________________________________
 NU0365* NAD 83(1994)-  42 14 19.43259(N)    112 13 42.70443(W)     ADJUSTED  
 NU0365* NAVD 88     -      1488.130  (meters)    4882.31   (feet)  ADJUSTED  
 NU0365  ___________________________________________________________________
 NU0365  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 NU0365  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 NU0365  DYNAMIC HT  -        1487.126 (meters)    4879.01  (feet)  COMP
 NU0365  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 NU0365
 NU0365  HORZ ORDER  -  SECOND
 NU0365  VERT ORDER  -  SECOND    CLASS 0
 NU0365
 NU0365.The horizontal coordinates were established by classical geodetic methods
 NU0365.and adjusted by the National Geodetic Survey in November 1997..
 NU0365
 NU0365.The orthometric height was determined by differential leveling
 NU0365.and adjusted by the National Geodetic Survey in June 1991..
 NU0365
 NU0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0365
 NU0365.The geoid height was determined by GEOID03.
 NU0365
 NU0365.The dynamic height is computed by dividing the NAVD 88
 NU0365.geopotential number by the normal gravity value computed on the
 NU0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0365.degrees latitude (g = 980.6199 gals.).
 NU0365
 NU0365.The modeled gravity was interpolated from observed gravity values.
 NU0365
 NU0365;                    North         East     Units Scale Factor Converg.
 NU0365;SPC ID E     -    63,539.078   194,894.128   MT  0.99994769   -0 02 29.7
 NU0365;UTM  12      - 4,677,013.407   398,636.567   MT  0.99972642   -0 49 33.3
 NU0365
 NU0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0365!SPC ID E     -   0.99976885  x   0.99994769  =   0.99971655
 NU0365!UTM  12      -   0.99976885  x   0.99972642  =   0.99949533
 NU0365
 NU0365                          SUPERSEDED SURVEY CONTROL
 NU0365
 NU0365  NAD 83(1992)-  42 14 19.43026(N)    112 13 42.70122(W) AD(       ) 2
 NU0365  NAD 83(1986)-  42 14 19.42876(N)    112 13 42.69652(W) AD(       ) 2
 NU0365  NAD 27      -  42 14 19.71610(N)    112 13 39.82040(W) AD(       ) 2
 NU0365  NGVD 29 (??/??/92) 1487.044  (m)         4878.74   (f) ADJ UNCH    2 0
 NU0365
 NU0365.Superseded values are not recommended for survey control.
 NU0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0365.See file dsdata.txt to determine how the superseded data were derived.
 NU0365
 NU0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9863777013(NAD 83)
 NU0365_MARKER: DB = BENCH MARK DISK
 NU0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0365_STAMPING: D 100 1960
 NU0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0365+STABILITY: SURFACE MOTION
 NU0365
 NU0365  HISTORY     - Date     Condition        Report By
 NU0365  HISTORY     - 1960     MONUMENTED       CGS
 NU0365  HISTORY     - 1960     GOOD             CGS
 NU0365
 NU0365                          STATION DESCRIPTION
 NU0365
 NU0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0365'STATION IDA 15-61 IS 4.0 MILES NORTH OF THE INTERSECTION OF INTERSTATE
 NU0365'ROUTE 15 AND STATE ROUTE 37 AT MALAD, 0.6 MILE NORTH OF THE
 NU0365'JUNCTION OF THE WESTON ROAD AND THE INTERSTATE ROUTE AT THE
 NU0365'WHEEL INN, ON THE LEFT, WEST, SIDE OF THE HIGHWAY, 17 FEET
 NU0365'SOUTH OF THE DRIVEWAY INTO THE RANCH YARD AND 6 FEET NORTH OF THE
 NU0365'FENCE LINE.
 NU0365'
 NU0365'THE STATION MARK, STAMPED, D 100 1960, IS A STANDARD BENCH
 NU0365'MARK DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES
 NU0365'AND IS 100 FEET WEST OF THE CENTER LINE OF THE EXISTING NORTH
 NU0365'BOUND LANE, 38 FEET SOUTH OF THE SOUTH GATE POST LEADING TO THE
 NU0365'RANCH YARD AND 2 FEET SOUTH OF A METAL WITNESS POST WITH
 NU0365'SIGN ATTACHED.
 NU0365
 NU0365                          STATION RECOVERY (1960)
 NU0365
 NU0365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0365'4 MI N FROM MALAD.
 NU0365'4 MILES NORTH ALONG U.S. HIGHWAY 191 (INTERSTATE HIGHWAY 15) FROM ITS
 NU0365'JUNCTION WITH STATE HIGHWAY 37 AT THE EAST LIMITS OF MALAD, 102.1 FEET
 NU0365'EAST SOUTHEAST FROM TRIANGULATION STATION IDA 15-61, 100 FEET WEST
 NU0365'FROM THE CENTER OF THE PRESENT HIGHWAY, 38 FEET SOUTH FROM THE GATE ON
 NU0365'THE DRIVEWAY LEADING INTO FARM YARD, 2 FEET SOUTH FROM A METAL WITNESS
 NU0365'POST WITH SIGN ATTACHED, SET IN TOP OF A CYLINDRICAL CONCRETE MONUMENT
 NU0365'PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0881 ***********************************************************************
 NU0881  DESIGNATION -  D 101
 NU0881  PID         -  NU0881
 NU0881  STATE/COUNTY-  ID/CASSIA
 NU0881  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0881
 NU0881                         *CURRENT SURVEY CONTROL
 NU0881  ___________________________________________________________________
 NU0881* NAD 83(1986)-  42 34 21.     (N)    113 29 33.     (W)     SCALED    
 NU0881* NAVD 88     -      1343.526  (meters)    4407.88   (feet)  ADJUSTED  
 NU0881  ___________________________________________________________________
 NU0881  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NU0881  DYNAMIC HT  -        1342.737 (meters)    4405.30  (feet)  COMP
 NU0881  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 NU0881
 NU0881  VERT ORDER  -  FIRST     CLASS II
 NU0881
 NU0881.The horizontal coordinates were scaled from a topographic map and have
 NU0881.an estimated accuracy of +/- 6 seconds.
 NU0881
 NU0881.The orthometric height was determined by differential leveling
 NU0881.and adjusted by the National Geodetic Survey in June 1991..
 NU0881
 NU0881.The geoid height was determined by GEOID03.
 NU0881
 NU0881.The dynamic height is computed by dividing the NAVD 88
 NU0881.geopotential number by the normal gravity value computed on the
 NU0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0881.degrees latitude (g = 980.6199 gals.).
 NU0881
 NU0881.The modeled gravity was interpolated from observed gravity values.
 NU0881
 NU0881;                    North         East    Units  Estimated Accuracy
 NU0881;SPC ID C     -   100,740.      541,670.      MT  (+/- 180 meters Scaled)
 NU0881
 NU0881                          SUPERSEDED SURVEY CONTROL
 NU0881
 NU0881  NGVD 29 (??/??/92) 1342.539  (m)         4404.65   (f) ADJ UNCH    1 2
 NU0881
 NU0881.Superseded values are not recommended for survey control.
 NU0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0881.See file dsdata.txt to determine how the superseded data were derived.
 NU0881
 NU0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN954163(NAD 83)
 NU0881_MARKER: DB = BENCH MARK DISK
 NU0881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0881_SP_SET: UNDERPASS
 NU0881_STAMPING: D 101 1960
 NU0881_MARK LOGO: CGS   
 NU0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0881
 NU0881  HISTORY     - Date     Condition        Report By
 NU0881  HISTORY     - 1960     MONUMENTED       CGS
 NU0881  HISTORY     - 1983     GOOD             NGS
 NU0881
 NU0881                          STATION DESCRIPTION
 NU0881
 NU0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0881'12.9 MI W FROM RAFT RIVER.
 NU0881'12.9 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER STORE
 NU0881'TO A STOCK DRIVE UNDER THE HIGHWAY, 26 FEET NORTH OF THE CENTERLINE OF
 NU0881'THE EAST BOUND TRAFFIC LANE, SET IN A DRILL HOLE IN THE TOP OF THE
 NU0881'NORTHEAST CONCRETE WING WALL OF THE STOCK DRIVE ON THE EAST BOUND
 NU0881'LANE.
 NU0881
 NU0881                          STATION RECOVERY (1983)
 NU0881
 NU0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0881'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0881'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0881'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0881'2.3 KM (1.45 MI) EAST ALONG INTERSTATE 86, IN TOP OF THE NORTHEAST
 NU0881'WINGWALL FOR THE ONE LANE UNDERPASS BRIDGE UNDER THE EAST BOUND LANES,
 NU0881'0.47 KM (0.3 MI) EAST OF MILEPOST 1, 6.5 METERS (21.5 FT) NORTH OF THE
 NU0881'EAST BOUND HIGHWAY CENTERLINE.
 NU0881'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1043 ***********************************************************************
 NU1043  DESIGNATION -  D 102
 NU1043  PID         -  NU1043
 NU1043  STATE/COUNTY-  ID/CASSIA
 NU1043  USGS QUAD   -  SWEETZER CANYON (1985)
 NU1043
 NU1043                         *CURRENT SURVEY CONTROL
 NU1043  ___________________________________________________________________
 NU1043* NAD 83(1986)-  42 13 25.     (N)    113 04 42.     (W)     SCALED    
 NU1043* NAVD 88     -      1604.495  (meters)    5264.08   (feet)  ADJUSTED  
 NU1043  ___________________________________________________________________
 NU1043  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 NU1043  DYNAMIC HT  -        1603.391 (meters)    5260.46  (feet)  COMP
 NU1043  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 NU1043
 NU1043  VERT ORDER  -  SECOND    CLASS 0
 NU1043
 NU1043.The horizontal coordinates were scaled from a topographic map and have
 NU1043.an estimated accuracy of +/- 6 seconds.
 NU1043
 NU1043.The orthometric height was determined by differential leveling
 NU1043.and adjusted by the National Geodetic Survey in June 1991..
 NU1043
 NU1043.The geoid height was determined by GEOID03.
 NU1043
 NU1043.The dynamic height is computed by dividing the NAVD 88
 NU1043.geopotential number by the normal gravity value computed on the
 NU1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1043.degrees latitude (g = 980.6199 gals.).
 NU1043
 NU1043.The modeled gravity was interpolated from observed gravity values.
 NU1043
 NU1043;                    North         East    Units  Estimated Accuracy
 NU1043;SPC ID C     -    62,270.      576,090.      MT  (+/- 180 meters Scaled)
 NU1043
 NU1043                          SUPERSEDED SURVEY CONTROL
 NU1043
 NU1043  NGVD 29 (??/??/92) 1603.367  (m)         5260.38   (f) ADJ UNCH    2 0
 NU1043
 NU1043.Superseded values are not recommended for survey control.
 NU1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1043.See file dsdata.txt to determine how the superseded data were derived.
 NU1043
 NU1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM284766(NAD 83)
 NU1043_MARKER: DB = BENCH MARK DISK
 NU1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1043_STAMPING: D 102 1960
 NU1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1043+STABILITY: SURFACE MOTION
 NU1043
 NU1043  HISTORY     - Date     Condition        Report By
 NU1043  HISTORY     - 1960     MONUMENTED       CGS
 NU1043  HISTORY     - 1981     GOOD             USGS
 NU1043
 NU1043                          STATION DESCRIPTION
 NU1043
 NU1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1043'20.35 MI SE FROM MALTA.
 NU1043'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1043'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A GRAVEL ROAD, THENCE 2.3
 NU1043'MILES SOUTH, THENCE 7.45 MILES SOUTHEAST ON GRAVEL ROAD LEADING TO
 NU1043'JUNIPER, 70 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.8 FEET SOUTH
 NU1043'OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST
 NU1043'PROJECTING 5 INCHES.
 NU1043
 NU1043                          STATION RECOVERY (1981)
 NU1043
 NU1043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NU1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1196 ***********************************************************************
 NU1196  DESIGNATION -  D 103
 NU1196  PID         -  NU1196
 NU1196  STATE/COUNTY-  ID/MINIDOKA
 NU1196  USGS QUAD   -  RUPERT (1976)
 NU1196
 NU1196                         *CURRENT SURVEY CONTROL
 NU1196  ___________________________________________________________________
 NU1196* NAD 83(1986)-  42 34 07.     (N)    113 44 39.     (W)     SCALED    
 NU1196* NAVD 88     -      1265.764  (meters)    4152.76   (feet)  ADJUSTED  
 NU1196  ___________________________________________________________________
 NU1196  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 NU1196  DYNAMIC HT  -        1265.044 (meters)    4150.40  (feet)  COMP
 NU1196  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 NU1196
 NU1196  VERT ORDER  -  SECOND    CLASS 0
 NU1196
 NU1196.The horizontal coordinates were scaled from a topographic map and have
 NU1196.an estimated accuracy of +/- 6 seconds.
 NU1196
 NU1196.The orthometric height was determined by differential leveling
 NU1196.and adjusted by the National Geodetic Survey in June 1991..
 NU1196
 NU1196.The geoid height was determined by GEOID03.
 NU1196
 NU1196.The dynamic height is computed by dividing the NAVD 88
 NU1196.geopotential number by the normal gravity value computed on the
 NU1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1196.degrees latitude (g = 980.6199 gals.).
 NU1196
 NU1196.The modeled gravity was interpolated from observed gravity values.
 NU1196
 NU1196;                    North         East    Units  Estimated Accuracy
 NU1196;SPC ID C     -   100,210.      521,010.      MT  (+/- 180 meters Scaled)
 NU1196
 NU1196                          SUPERSEDED SURVEY CONTROL
 NU1196
 NU1196  NGVD 29 (??/??/92) 1264.800  (m)         4149.60   (f) ADJ UNCH    2 0
 NU1196
 NU1196.Superseded values are not recommended for survey control.
 NU1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1196.See file dsdata.txt to determine how the superseded data were derived.
 NU1196
 NU1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN747165(NAD 83)
 NU1196_MARKER: DB = BENCH MARK DISK
 NU1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1196_STAMPING: D 103 1960
 NU1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1196+STABILITY: SURFACE MOTION
 NU1196
 NU1196  HISTORY     - Date     Condition        Report By
 NU1196  HISTORY     - 1960     MONUMENTED       CGS
 NU1196
 NU1196                          STATION DESCRIPTION
 NU1196
 NU1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1196'4.5 MI SE FROM PAUL.
 NU1196'2.0 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE HIGHWAY
 NU1196'25 AT PAUL TO ROAD 300 SOUTH, THENCE 2.0 MILES EAST TO ROAD 400 WEST,
 NU1196'THENCE 0.5 MILE SOUTH, 22 FEET EAST OF THE CENTERLINE OF THE ROAD, 5.5
 NU1196'FEET EAST OF A TELEPHONE POLE, 1.6 FEET NORTH OF A METAL WITNESS POST
 NU1196'WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND
 NU1196'ON THE SOUTH SIDE OF INTERSTATE HIGHWAY 80N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0118 ***********************************************************************
 NW0118  DESIGNATION -  D 106
 NW0118  PID         -  NW0118
 NW0118  STATE/COUNTY-  ID/OWYHEE
 NW0118  USGS QUAD   -  STONEHOUSE CREEK (1990)
 NW0118
 NW0118                         *CURRENT SURVEY CONTROL
 NW0118  ___________________________________________________________________
 NW0118* NAD 83(1986)-  42 56 10.     (N)    117 00 00.     (W)     SCALED    
 NW0118* NAVD 88     -      1366.144  (meters)    4482.09   (feet)  ADJUSTED  
 NW0118  ___________________________________________________________________
 NW0118  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 NW0118  DYNAMIC HT  -        1365.395 (meters)    4479.63  (feet)  COMP
 NW0118  MODELED GRAV-     980,024.9   (mgal)                       NAVD 88
 NW0118
 NW0118  VERT ORDER  -  SECOND    CLASS 0
 NW0118
 NW0118.The horizontal coordinates were scaled from a topographic map and have
 NW0118.an estimated accuracy of +/- 6 seconds.
 NW0118
 NW0118.The orthometric height was determined by differential leveling
 NW0118.and adjusted by the National Geodetic Survey in June 1991..
 NW0118
 NW0118.The geoid height was determined by GEOID03.
 NW0118
 NW0118.The dynamic height is computed by dividing the NAVD 88
 NW0118.geopotential number by the normal gravity value computed on the
 NW0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0118.degrees latitude (g = 980.6199 gals.).
 NW0118
 NW0118.The modeled gravity was interpolated from observed gravity values.
 NW0118
 NW0118;                    North         East    Units  Estimated Accuracy
 NW0118;SPC ID W     -   141,760.      697,970.      MT  (+/- 180 meters Scaled)
 NW0118
 NW0118                          SUPERSEDED SURVEY CONTROL
 NW0118
 NW0118  NGVD 29 (??/??/92) 1365.074  (m)         4478.58   (f) ADJ UNCH    2 0
 NW0118
 NW0118.Superseded values are not recommended for survey control.
 NW0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0118.See file dsdata.txt to determine how the superseded data were derived.
 NW0118
 NW0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH000537(NAD 83)
 NW0118_MARKER: DB = BENCH MARK DISK
 NW0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0118_STAMPING: D 106 1963
 NW0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0118+STABILITY: SURFACE MOTION
 NW0118
 NW0118  HISTORY     - Date     Condition        Report By
 NW0118  HISTORY     - 1963     MONUMENTED       CGS
 NW0118
 NW0118                          STATION DESCRIPTION
 NW0118
 NW0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0118'5.05 MI SE FROM JORDAN VALLEY, OR.
 NW0118'5.05 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY
 NW0118'HOTEL AT JORDAN VALLEY, 0.45 MILES NORTH OF A RANCHHOUSE, 0.05 MILE
 NW0118'NORTH OF THE CROSSING OF A POWER LINE, 133 FEET NORTHEAST OF A POWER
 NW0118'LINE POLE, 44 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.2 FEET WEST
 NW0118'OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE
 NW0118'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0072 ***********************************************************************
 NW0072  DESIGNATION -  D 107
 NW0072  PID         -  NW0072
 NW0072  STATE/COUNTY-  ID/OWYHEE
 NW0072  USGS QUAD   -  BULL BASIN CAMP (1977)
 NW0072
 NW0072                         *CURRENT SURVEY CONTROL
 NW0072  ___________________________________________________________________
 NW0072* NAD 83(1986)-  42 18 17.     (N)    116 53 38.     (W)     SCALED    
 NW0072* NAVD 88     -      1604.963  (meters)    5265.62   (feet)  ADJUSTED  
 NW0072  ___________________________________________________________________
 NW0072  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 NW0072  DYNAMIC HT  -        1603.880 (meters)    5262.06  (feet)  COMP
 NW0072  MODELED GRAV-     979,889.8   (mgal)                       NAVD 88
 NW0072
 NW0072  VERT ORDER  -  SECOND    CLASS 0
 NW0072
 NW0072.The horizontal coordinates were scaled from a topographic map and have
 NW0072.an estimated accuracy of +/- 6 seconds.
 NW0072
 NW0072.The orthometric height was determined by differential leveling
 NW0072.and adjusted by the National Geodetic Survey in June 1991..
 NW0072
 NW0072.The geoid height was determined by GEOID03.
 NW0072
 NW0072.The dynamic height is computed by dividing the NAVD 88
 NW0072.geopotential number by the normal gravity value computed on the
 NW0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0072.degrees latitude (g = 980.6199 gals.).
 NW0072
 NW0072.The modeled gravity was interpolated from observed gravity values.
 NW0072
 NW0072;                    North         East    Units  Estimated Accuracy
 NW0072;SPC ID W     -    71,500.      705,690.      MT  (+/- 180 meters Scaled)
 NW0072
 NW0072                          SUPERSEDED SURVEY CONTROL
 NW0072
 NW0072  NGVD 29 (??/??/92) 1603.798  (m)         5261.79   (f) ADJ UNCH    2 0
 NW0072
 NW0072.Superseded values are not recommended for survey control.
 NW0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0072.See file dsdata.txt to determine how the superseded data were derived.
 NW0072
 NW0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG087836(NAD 83)
 NW0072_MARKER: DB = BENCH MARK DISK
 NW0072_SETTING: 66 = SET IN ROCK OUTCROP
 NW0072_SP_SET: MASSIVE OUTCROP
 NW0072_STAMPING: D 107 1963
 NW0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0072+STABILITY: POSITION/ELEVATION WELL
 NW0072
 NW0072  HISTORY     - Date     Condition        Report By
 NW0072  HISTORY     - 1963     MONUMENTED       CGS
 NW0072
 NW0072                          STATION DESCRIPTION
 NW0072
 NW0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0072'12.45 MI SE FROM C RANCH, OR.
 NW0072'12.45 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, NEAR A TREE
 NW0072'AT THE TOP OF A HILL, 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 NW0072'ROAD, IN THE TOP OF A MASSIVE OUTCROP, 10 FEET SOUTHEAST OF A LONE
 NW0072'JUNIPER TREE, 7.2 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 2 FEET
 NW0072'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0044 ***********************************************************************
 NW0044  DESIGNATION -  D 108
 NW0044  PID         -  NW0044
 NW0044  STATE/COUNTY-  ID/OWYHEE
 NW0044  USGS QUAD   -  SHOOFLY SPRINGS (1972)
 NW0044
 NW0044                         *CURRENT SURVEY CONTROL
 NW0044  ___________________________________________________________________
 NW0044* NAD 83(1986)-  42 16 01.     (N)    116 18 56.     (W)     SCALED    
 NW0044* NAVD 88     -      1694.422  (meters)    5559.12   (feet)  ADJUSTED  
 NW0044  ___________________________________________________________________
 NW0044  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 NW0044  DYNAMIC HT  -        1693.254 (meters)    5555.28  (feet)  COMP
 NW0044  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 NW0044
 NW0044  VERT ORDER  -  SECOND    CLASS 0
 NW0044
 NW0044.The horizontal coordinates were scaled from a topographic map and have
 NW0044.an estimated accuracy of +/- 6 seconds.
 NW0044
 NW0044.The orthometric height was determined by differential leveling
 NW0044.and adjusted by the National Geodetic Survey in June 1991..
 NW0044
 NW0044.The geoid height was determined by GEOID03.
 NW0044
 NW0044.The dynamic height is computed by dividing the NAVD 88
 NW0044.geopotential number by the normal gravity value computed on the
 NW0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0044.degrees latitude (g = 980.6199 gals.).
 NW0044
 NW0044.The modeled gravity was interpolated from observed gravity values.
 NW0044
 NW0044;                    North         East    Units  Estimated Accuracy
 NW0044;SPC ID W     -    66,830.      753,340.      MT  (+/- 180 meters Scaled)
 NW0044
 NW0044                          SUPERSEDED SURVEY CONTROL
 NW0044
 NW0044  NGVD 29 (??/??/92) 1693.253  (m)         5555.28   (f) ADJ UNCH    2 0
 NW0044
 NW0044.Superseded values are not recommended for survey control.
 NW0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0044.See file dsdata.txt to determine how the superseded data were derived.
 NW0044
 NW0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG564796(NAD 83)
 NW0044_MARKER: DB = BENCH MARK DISK
 NW0044_SETTING: 80 = SET IN A BOULDER
 NW0044_SP_SET: LAVA BOULDER
 NW0044_STAMPING: D 108 1963
 NW0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0044+STABILITY: SURFACE MOTION
 NW0044
 NW0044  HISTORY     - Date     Condition        Report By
 NW0044  HISTORY     - 1963     MONUMENTED       CGS
 NW0044
 NW0044                          STATION DESCRIPTION
 NW0044
 NW0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0044'17.15 MI NW FROM RIDDLE.
 NW0044'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0044'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0044'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHEST ALONG A DIRT ROAD,
 NW0044'THENCE 0.8 MILE SOUTHWEST ALONG A DIRT ROAD, 0.2 MILE SOUTHWEST OF THE
 NW0044'CROSSING OF A DRY WASH, ON A LAVA OUTCROP COVRED KNOLL, 160 FEET WEST
 NW0044'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A 2 1/2 BY 4 1/2-FOOT
 NW0044'LAVA BOULDER PROJECTING 1.0 FOOT ABOVE THE GROUND, 3.4 FEET NORTHEAST
 NW0044'OF A WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0105 ***********************************************************************
 NW0105  DESIGNATION -  D 109
 NW0105  PID         -  NW0105
 NW0105  STATE/COUNTY-  ID/OWYHEE
 NW0105  USGS QUAD   -  PIUTE BASIN EAST (1973)
 NW0105
 NW0105                         *CURRENT SURVEY CONTROL
 NW0105  ___________________________________________________________________
 NW0105* NAD 83(1986)-  42 12 56.     (N)    116 36 43.     (W)     SCALED    
 NW0105* NAVD 88     -      1484.973  (meters)    4871.95   (feet)  ADJUSTED  
 NW0105  ___________________________________________________________________
 NW0105  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 NW0105  DYNAMIC HT  -        1483.997 (meters)    4868.75  (feet)  COMP
 NW0105  MODELED GRAV-     979,912.2   (mgal)                       NAVD 88
 NW0105
 NW0105  VERT ORDER  -  SECOND    CLASS 0
 NW0105
 NW0105.The horizontal coordinates were scaled from a topographic map and have
 NW0105.an estimated accuracy of +/- 6 seconds.
 NW0105
 NW0105.The orthometric height was determined by differential leveling
 NW0105.and adjusted by the National Geodetic Survey in June 1991..
 NW0105
 NW0105.The geoid height was determined by GEOID03.
 NW0105
 NW0105.The dynamic height is computed by dividing the NAVD 88
 NW0105.geopotential number by the normal gravity value computed on the
 NW0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0105.degrees latitude (g = 980.6199 gals.).
 NW0105
 NW0105.The modeled gravity was interpolated from observed gravity values.
 NW0105
 NW0105;                    North         East    Units  Estimated Accuracy
 NW0105;SPC ID W     -    61,320.      728,830.      MT  (+/- 180 meters Scaled)
 NW0105
 NW0105                          SUPERSEDED SURVEY CONTROL
 NW0105
 NW0105  NGVD 29 (??/??/92) 1483.853  (m)         4868.27   (f) ADJ UNCH    2 0
 NW0105
 NW0105.Superseded values are not recommended for survey control.
 NW0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0105.See file dsdata.txt to determine how the superseded data were derived.
 NW0105
 NW0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG320737(NAD 83)
 NW0105_MARKER: DB = BENCH MARK DISK
 NW0105_SETTING: 66 = SET IN ROCK OUTCROP
 NW0105_SP_SET: OUTCROP
 NW0105_STAMPING: D 109 1963
 NW0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0105+STABILITY: POSITION/ELEVATION WELL
 NW0105
 NW0105  HISTORY     - Date     Condition        Report By
 NW0105  HISTORY     - 1963     MONUMENTED       CGS
 NW0105
 NW0105                          STATION DESCRIPTION
 NW0105
 NW0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0105'39.3 MI W FROM RIDDLE.
 NW0105'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0105'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0105'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0105'THENCE 7.2 MILES WEST ALONG A DIRT ROAD, THENCE 7.6 MILES SOUTHWEST
 NW0105'ALONG A PIPE LINE ROAD, THENCE 8.15 MILES WEST ALONG A DIRT ROAD, AT A
 NW0105'POINT WHERE ROAD JUNCTIONS WITH A FENCE, 42 FEET SOUTH OF AND ACROSS
 NW0105'THE ROAD FROM A FENCE, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NW0105'IN THE TOP OF AN OUTCROP PROJECTING 0.4 FOOT ABOVE THE GROUND, 5.1
 NW0105'FEET WEST OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0081 ***********************************************************************
 NW0081  DESIGNATION -  D 109 X
 NW0081  PID         -  NW0081
 NW0081  STATE/COUNTY-  ID/OWYHEE
 NW0081  USGS QUAD   -  RED BASIN (1973)
 NW0081
 NW0081                         *CURRENT SURVEY CONTROL
 NW0081  ___________________________________________________________________
 NW0081* NAD 83(1986)-  42 15 38.     (N)    116 51 54.     (W)     SCALED    
 NW0081* NAVD 88     -      1330.185  (meters)    4364.12   (feet)  ADJUSTED  
 NW0081  ___________________________________________________________________
 NW0081  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 NW0081  DYNAMIC HT  -        1329.275 (meters)    4361.13  (feet)  COMP
 NW0081  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 NW0081
 NW0081  VERT ORDER  -  SECOND    CLASS 0
 NW0081
 NW0081.The horizontal coordinates were scaled from a topographic map and have
 NW0081.an estimated accuracy of +/- 6 seconds.
 NW0081
 NW0081.The orthometric height was determined by differential leveling
 NW0081.and adjusted by the National Geodetic Survey in June 1991..
 NW0081
 NW0081.The geoid height was determined by GEOID03.
 NW0081
 NW0081.The dynamic height is computed by dividing the NAVD 88
 NW0081.geopotential number by the normal gravity value computed on the
 NW0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0081.degrees latitude (g = 980.6199 gals.).
 NW0081
 NW0081.The modeled gravity was interpolated from observed gravity values.
 NW0081
 NW0081;                    North         East    Units  Estimated Accuracy
 NW0081;SPC ID W     -    66,560.      708,010.      MT  (+/- 180 meters Scaled)
 NW0081
 NW0081                          SUPERSEDED SURVEY CONTROL
 NW0081
 NW0081  NGVD 29 (??/??/92) 1329.002  (m)         4360.23   (f) ADJ UNCH    2 0
 NW0081
 NW0081.Superseded values are not recommended for survey control.
 NW0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0081.See file dsdata.txt to determine how the superseded data were derived.
 NW0081
 NW0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG111787(NAD 83)
 NW0081_MARKER: DB = BENCH MARK DISK
 NW0081_SETTING: 66 = SET IN ROCK OUTCROP
 NW0081_SP_SET: OUTCROP
 NW0081_STAMPING: D 109X 1963
 NW0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0081+STABILITY: POSITION/ELEVATION WELL
 NW0081
 NW0081  HISTORY     - Date     Condition        Report By
 NW0081  HISTORY     - 1963     MONUMENTED       CGS
 NW0081
 NW0081                          STATION DESCRIPTION
 NW0081
 NW0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0081'17.2 MI SE FROM C RANCH, OR.
 NW0081'16.6 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, THENCE 0.6
 NW0081'MILE EAST ACROSS COUNTRY, 0.6 MILE EAST OF AND ACROSS THE EAST FORK
 NW0081'OWYHEE RIVER FROM THE CABIN AT CRUTCHERS CROSSING, ABOUT 300 FEET
 NW0081'NORTHEAST OF AN ANGLE IN A FENCE LINE, ON THE NORTHWEST SLOPE OF A
 NW0081'ROCKY RIDGE, ABOUT 200 FEET SOUTHWEST OF A DEEP WASH, IN THE TOP OF A
 NW0081'LEDGE OF OUTCROP PROJECTING 0.7 FOOT ABOVE THE GROUND, 52 FEET
 NW0081'SOUTHEAST OF THE FENCE, 3 FEET SOUTHEAST OF A GAME TRAIL, AND ABOUT 1
 NW0081'FOOT HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0357 ***********************************************************************
 PY0357  DESIGNATION -  D 11
 PY0357  PID         -  PY0357
 PY0357  STATE/COUNTY-  ID/FREMONT
 PY0357  USGS QUAD   -  BIG SPRINGS (1964)
 PY0357
 PY0357                         *CURRENT SURVEY CONTROL
 PY0357  ___________________________________________________________________
 PY0357* NAD 83(1986)-  44 30 10.     (N)    111 15 52.     (W)     SCALED    
 PY0357* NAVD 88     -      1954.883  (meters)    6413.65   (feet)  POSTED    
 PY0357  ___________________________________________________________________
 PY0357  GEOID HEIGHT-          -9.17  (meters)                     GEOID03
 PY0357  DYNAMIC HT  -        1953.780 (meters)    6410.03  (feet)  COMP
 PY0357  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 PY0357
 PY0357  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0357
 PY0357.The horizontal coordinates were scaled from a topographic map and have
 PY0357.an estimated accuracy of +/- 6 seconds.
 PY0357
 PY0357.The orthometric height was determined by differential leveling
 PY0357.and adjusted by the National Geodetic Survey in 1992..
 PY0357.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0357.rate of 3.1 thru 4.0 mm/km.
 PY0357
 PY0357.The geoid height was determined by GEOID03.
 PY0357
 PY0357.The dynamic height is computed by dividing the NAVD 88
 PY0357.geopotential number by the normal gravity value computed on the
 PY0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0357.degrees latitude (g = 980.6199 gals.).
 PY0357
 PY0357.The modeled gravity was interpolated from observed gravity values.
 PY0357
 PY0357;                    North         East    Units  Estimated Accuracy
 PY0357;SPC ID E     -   315,460.      271,750.      MT  (+/- 180 meters Scaled)
 PY0357
 PY0357                          SUPERSEDED SURVEY CONTROL
 PY0357
 PY0357  NGVD 29 (??/??/92) 1953.564  (m)         6409.32   (f) ADJ UNCH    1 2
 PY0357
 PY0357.Superseded values are not recommended for survey control.
 PY0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0357.See file dsdata.txt to determine how the superseded data were derived.
 PY0357
 PY0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ789277(NAD 83)
 PY0357_MARKER: DB = BENCH MARK DISK
 PY0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0357_SP_SET: FOUNDATION
 PY0357_STAMPING: D 11 1923 6409.410
 PY0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0357
 PY0357  HISTORY     - Date     Condition        Report By
 PY0357  HISTORY     - 1923     MONUMENTED       CGS
 PY0357  HISTORY     - 1960     GOOD             NGS
 PY0357  HISTORY     - 1967     GOOD             NGS
 PY0357
 PY0357                          STATION DESCRIPTION
 PY0357
 PY0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0357'IN BIG SPRINGS.
 PY0357'AT BIG SPRINGS, ALONG THE UNION PACIFIC RAILROAD, IN THE TOP AND 1.5
 PY0357'FEET NORTHEAST OF THE SOUTH CORNER OF THE SECOND FOUNDATION NORTHWEST
 PY0357'OF THE TRACK FOR A FORMER WATER TANK, 14.8 FEET NORTHWEST OF THE
 PY0357'NORTHWEST RAIL, 64 FEET NORTHWEST AND ACROSS THE TRACK FROM THE EIGHTH
 PY0357'POLE SOUTHWEST OF MILEPOLE 91, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 PY0357
 PY0357                          STATION RECOVERY (1967)
 PY0357
 PY0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0158 ***********************************************************************
 NV0158  DESIGNATION -  D 113
 NV0158  PID         -  NV0158
 NV0158  STATE/COUNTY-  ID/TWIN FALLS
 NV0158  USGS QUAD   -  HUB BUTTE (1979)
 NV0158
 NV0158                         *CURRENT SURVEY CONTROL
 NV0158  ___________________________________________________________________
 NV0158* NAD 83(1986)-  42 29 00.     (N)    114 29 06.     (W)     SCALED    
 NV0158* NAVD 88     -      1259.654  (meters)    4132.71   (feet)  ADJUSTED  
 NV0158  ___________________________________________________________________
 NV0158  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 NV0158  DYNAMIC HT  -        1258.943 (meters)    4130.38  (feet)  COMP
 NV0158  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 NV0158
 NV0158  VERT ORDER  -  SECOND    CLASS 0
 NV0158
 NV0158.This mark is at Twin Falls-Sun Valley Reg Joslin Fld Airport (TWF)
 NV0158
 NV0158.The horizontal coordinates were scaled from a topographic map and have
 NV0158.an estimated accuracy of +/- 6 seconds.
 NV0158
 NV0158.The orthometric height was determined by differential leveling
 NV0158.and adjusted by the National Geodetic Survey in June 1991..
 NV0158
 NV0158.The geoid height was determined by GEOID03.
 NV0158
 NV0158.The dynamic height is computed by dividing the NAVD 88
 NV0158.geopotential number by the normal gravity value computed on the
 NV0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0158.degrees latitude (g = 980.6199 gals.).
 NV0158
 NV0158.The modeled gravity was interpolated from observed gravity values.
 NV0158
 NV0158;                    North         East    Units  Estimated Accuracy
 NV0158;SPC ID C     -    90,820.      460,130.      MT  (+/- 180 meters Scaled)
 NV0158
 NV0158                          SUPERSEDED SURVEY CONTROL
 NV0158
 NV0158  NGVD 29 (??/??/92) 1258.726  (m)         4129.67   (f) ADJ UNCH    2 0
 NV0158
 NV0158.Superseded values are not recommended for survey control.
 NV0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0158.See file dsdata.txt to determine how the superseded data were derived.
 NV0158
 NV0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH067065(NAD 83)
 NV0158_MARKER: DB = BENCH MARK DISK
 NV0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0158_SP_SET: FOUNDATION
 NV0158_STAMPING: D 113 1963
 NV0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0158
 NV0158  HISTORY     - Date     Condition        Report By
 NV0158  HISTORY     - 1963     MONUMENTED       CGS
 NV0158  HISTORY     - 1970     GOOD             NGS
 NV0158  HISTORY     - 1977     GOOD             NGS
 NV0158
 NV0158                          STATION DESCRIPTION
 NV0158
 NV0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NV0158'IN TWIN FALLS MUN AIRPORT.
 NV0158'LOCATED AT TWIN FALLS MUNICIPAL AIRPORT (JOSLIN FIELD) NEAR THE NORTH
 NV0158'ENTRANCE TO THE ADMINISTRATION BUILDING, 30 FEET EAST OF THE NORTH
 NV0158'ENTRANCE.  32.2 FEET WEST OF THE NORTHEAST CORNER OF THE
 NV0158'ADMINISTRATION BUILDING AND 0.8 FEET NORTH OF THE NORTH WALL OF THE
 NV0158'BUILDING.  0.6 FEET EAST OF THE EAST SIDE OF THE CHIMNEY, AND 3.4 FEET
 NV0158'WEST OF THE TOP OF A STAIRWAY LEADING TO THE BASEMENT.  THE MARK IS
 NV0158'SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE BUILDING AND
 NV0158'STAIRWELL.
 NV0158
 NV0158                          STATION RECOVERY (1977)
 NV0158
 NV0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NV0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB5025 ***********************************************************************
 AB5025  DESIGNATION -  D 113 RESET
 AB5025  PID         -  AB5025
 AB5025  STATE/COUNTY-  ID/TWIN FALLS
 AB5025  USGS QUAD   -  HUB BUTTE (1979)
 AB5025
 AB5025                         *CURRENT SURVEY CONTROL
 AB5025  ___________________________________________________________________
 AB5025* NAD 83(1986)-  42 29 00.     (N)    114 29 11.     (W)     SCALED    
 AB5025* NAVD 88     -      1258.01   (meters)    4127.3    (feet)  RESET     
 AB5025  ___________________________________________________________________
 AB5025  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 AB5025
 AB5025  VERT ORDER  -  THIRD
 AB5025
 AB5025.This mark is at Twin Falls-Sun Valley Reg Joslin Fld Airport (TWF)
 AB5025
 AB5025.The horizontal coordinates were scaled from a topographic map and have
 AB5025.an estimated accuracy of +/- 6 seconds.
 AB5025
 AB5025.The orthometric height was computed from unverified reset data.
 AB5025
 AB5025.The geoid height was determined by GEOID03.
 AB5025
 AB5025;                    North         East    Units  Estimated Accuracy
 AB5025;SPC ID C     -    90,820.      460,010.      MT  (+/- 180 meters Scaled)
 AB5025
 AB5025                          SUPERSEDED SURVEY CONTROL
 AB5025
 AB5025.No superseded survey control is available for this station.
 AB5025
 AB5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH065065(NAD 83)
 AB5025_MARKER: DV = VERTICAL CONTROL DISK
 AB5025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5025_STAMPING: D 113 RESET 1996
 AB5025_MARK LOGO: NGS   
 AB5025_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5025+STABILITY: SURFACE MOTION
 AB5025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5025+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB5025
 AB5025  HISTORY     - Date     Condition        Report By
 AB5025  HISTORY     - 1996     MONUMENTED       LOCENG
 AB5025
 AB5025                          STATION DESCRIPTION
 AB5025
 AB5025'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (DZ)
 AB5025'MARK IS LOCATED ABOUT 10.0 KM (6.20 MI) SOUTH OF TWIN FALLS AT THE
 AB5025'TWIN FALLS MUNICIPAL AIRPORT (JOSLIN FIELD) OWNERSHIP--CITY OF TWIN
 AB5025'FALLS. REACHED FROM THE JUNCTION OF U.S.  HIGHWAY 93 AND STATE ROUTE
 AB5025'74 IN TWIN FALLS.  GO SOUTHWEST OF STATE ROUTE 74 FOR 1.9 KM (1.20 MI)
 AB5025'TO THE NEW BRIDGE OVER ROCK CREEK.  CONTINUE AHEAD SOUTHWEST AND SOUTH
 AB5025'ON STATE ROUTE 74 FOR 3.3 KM (2.05 MI) TO A POINT WHERE STATE ROUTE 74
 AB5025'TURNS WEST.  CONTINUE AHEAD SOUTH ON 2900 EAST ROAD FOR 4.5 KM (2.80
 AB5025'MI) AND THE ENTRANCE TO THE TWIN FALLS MUNICIPAL AIRPORT (JOSLIN
 AB5025'FIELD) AND A FORK.  TAKE RIGHT FORK AND GO SOUTHWEST FOR 0.2 KM (0.10
 AB5025'MI) TO THE REEDER FLYING SERVICE BUILDING AND PARKING.  THE MARK IS
 AB5025'SOUTHEAST OF THE REEDER FLYING SERVICE BUILDING ALONG THE CHAINLINK
 AB5025'FENCE.  LOCATED 18.9 M (62.0 FT) SOUTHWEST OF THE CENTER OF THE
 AB5025'SIDEWALK LEADING TO THE REEDER FLYING SERVICE, 12.3 M (40.4 FT)
 AB5025'SOUTHEAST OF A FENCE CORNER AND 1.1 M (3.6 FT) NORTHEAST OF A
 AB5025'FIBERGLASS WITNESS POST AND THE CHAINLINK FENCE. MARK IS A
 AB5025'30-CENTIMETER IN DIAMETER CONCRETE POST SET TO A DEPTH OF 0.9 M (3.0
 AB5025'FT) RECESSED 1-CENTIMETER BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0007 ***********************************************************************
 NU0007  DESIGNATION -  D 115
 NU0007  PID         -  NU0007
 NU0007  STATE/COUNTY-  ID/BANNOCK
 NU0007  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0007
 NU0007                         *CURRENT SURVEY CONTROL
 NU0007  ___________________________________________________________________
 NU0007* NAD 83(1986)-  42 49 49.     (N)    112 24 46.     (W)     SCALED    
 NU0007* NAVD 88     -      1362.155  (meters)    4469.00   (feet)  ADJUSTED  
 NU0007  ___________________________________________________________________
 NU0007  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 NU0007  DYNAMIC HT  -        1361.371 (meters)    4466.43  (feet)  COMP
 NU0007  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 NU0007
 NU0007  VERT ORDER  -  FIRST     CLASS I
 NU0007
 NU0007.The horizontal coordinates were scaled from a topographic map and have
 NU0007.an estimated accuracy of +/- 6 seconds.
 NU0007
 NU0007.The orthometric height was determined by differential leveling
 NU0007.and adjusted by the National Geodetic Survey in June 1991..
 NU0007
 NU0007.The geoid height was determined by GEOID03.
 NU0007
 NU0007.The dynamic height is computed by dividing the NAVD 88
 NU0007.geopotential number by the normal gravity value computed on the
 NU0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0007.degrees latitude (g = 980.6199 gals.).
 NU0007
 NU0007.The modeled gravity was interpolated from observed gravity values.
 NU0007
 NU0007;                    North         East    Units  Estimated Accuracy
 NU0007;SPC ID E     -   129,270.      179,880.      MT  (+/- 180 meters Scaled)
 NU0007
 NU0007                          SUPERSEDED SURVEY CONTROL
 NU0007
 NU0007  NGVD 29 (??/??/92) 1361.105  (m)         4465.56   (f) ADJ UNCH    1 1
 NU0007
 NU0007.Superseded values are not recommended for survey control.
 NU0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0007.See file dsdata.txt to determine how the superseded data were derived.
 NU0007
 NU0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN845429(NAD 83)
 NU0007_MARKER: DB = BENCH MARK DISK
 NU0007_SETTING: 66 = SET IN ROCK OUTCROP
 NU0007_SP_SET: LAVA CLIFF
 NU0007_STAMPING: D 115 1958
 NU0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0007+STABILITY: POSITION/ELEVATION WELL
 NU0007
 NU0007  HISTORY     - Date     Condition        Report By
 NU0007  HISTORY     - 1958     MONUMENTED       CGS
 NU0007  HISTORY     - 1967     GOOD             NGS
 NU0007  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0007
 NU0007                          STATION DESCRIPTION
 NU0007
 NU0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0007'2.75 MI SE FROM POCATELLO.
 NU0007'2.75 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0007'AT POCATELLO, AT THE SOUTHEAST END OF THE RAILROAD YARD, SET
 NU0007'VERTICALLY IN THE SOUTHWEST FACE OF A 10-FOOT HIGH LAVA CLIFF,
 NU0007'DIRECTLY NORTHEAST AND IN LINE WITH TWO SWITCH STANDS, 90 FEET
 NU0007'SOUTHEAST OF AN ASPHALT WALKWAY ACROSS THE TRACKS, 80 FEET NORTHWEST
 NU0007'OF A TRACK ROAD (MEASURED FROM A POINT WHERE THE ROAD ASCENDS THE
 NU0007'CLIFF), 9.1 FEET SOUTHEAST OF THE EAST CORNER OF AN OUTHOUSE, AND 2.7
 NU0007'FEET ABOVE THE GROUND.
 NU0007
 NU0007                          STATION RECOVERY (1967)
 NU0007
 NU0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0007'RECOVERED IN GOOD CONDITION.
 NU0007
 NU0007                          STATION RECOVERY (1983)
 NU0007
 NU0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0007'THE DISK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0958 ***********************************************************************
 NU0958  DESIGNATION -  D 116
 NU0958  PID         -  NU0958
 NU0958  STATE/COUNTY-  ID/CASSIA
 NU0958  USGS QUAD   -  MALTA (1968)
 NU0958
 NU0958                         *CURRENT SURVEY CONTROL
 NU0958  ___________________________________________________________________
 NU0958* NAD 83(1986)-  42 19 17.     (N)    113 22 10.     (W)     SCALED    
 NU0958* NAVD 88     -      1371.927  (meters)    4501.06   (feet)  ADJUSTED  
 NU0958  ___________________________________________________________________
 NU0958  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NU0958  DYNAMIC HT  -        1371.058 (meters)    4498.21  (feet)  COMP
 NU0958  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 NU0958
 NU0958  VERT ORDER  -  SECOND    CLASS 0
 NU0958
 NU0958.The horizontal coordinates were scaled from a topographic map and have
 NU0958.an estimated accuracy of +/- 6 seconds.
 NU0958
 NU0958.The orthometric height was determined by differential leveling
 NU0958.and adjusted by the National Geodetic Survey in June 1991..
 NU0958
 NU0958.The geoid height was determined by GEOID03.
 NU0958
 NU0958.The dynamic height is computed by dividing the NAVD 88
 NU0958.geopotential number by the normal gravity value computed on the
 NU0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0958.degrees latitude (g = 980.6199 gals.).
 NU0958
 NU0958.The modeled gravity was interpolated from observed gravity values.
 NU0958
 NU0958;                    North         East    Units  Estimated Accuracy
 NU0958;SPC ID C     -    72,910.      551,980.      MT  (+/- 180 meters Scaled)
 NU0958
 NU0958                          SUPERSEDED SURVEY CONTROL
 NU0958
 NU0958  NGVD 29 (??/??/92) 1370.89   (m)         4497.7    (f) COMPUTED    2 0
 NU0958
 NU0958.Superseded values are not recommended for survey control.
 NU0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0958.See file dsdata.txt to determine how the superseded data were derived.
 NU0958
 NU0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM047881(NAD 83)
 NU0958_MARKER: DB = BENCH MARK DISK
 NU0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0958_STAMPING: D 116 1958
 NU0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0958+STABILITY: SURFACE MOTION
 NU0958
 NU0958  HISTORY     - Date     Condition        Report By
 NU0958  HISTORY     - 1958     MONUMENTED       CGS
 NU0958  HISTORY     - 1968     GOOD             NGS
 NU0958
 NU0958                          STATION DESCRIPTION
 NU0958
 NU0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0958'1.0 MI N FROM MALTA.
 NU0958'1.0 MILE NORTH ALONG U.S. HIGHWAY 30 SOUTH FROM THE POST OFFICE AT
 NU0958'MALTA, 116 FEET EAST OF THE CENTER OF THE T JUNCTION OF A TRACK ROAD
 NU0958'WEST, IN LINE WITH THE EXTENDED CENTER LINE OF THE TRACK ROAD, 61 FEET
 NU0958'NORTHEAST OF A 12-INCH WELL CASING WHICH PROJECTS 6 INCHES ABOVE THE
 NU0958'GROUND, 2.1 FEET WEST OF A WITNESS POST, 1 1/2 FEET LOWER THAN THE
 NU0958'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 NU0958'ABOVE THE GROUND.
 NU0958
 NU0958                          STATION RECOVERY (1968)
 NU0958
 NU0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NU0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0959 ***********************************************************************
 NU0959  DESIGNATION -  D 116 RESET
 NU0959  PID         -  NU0959
 NU0959  STATE/COUNTY-  ID/CASSIA
 NU0959  USGS QUAD   -  MALTA (1968)
 NU0959
 NU0959                         *CURRENT SURVEY CONTROL
 NU0959  ___________________________________________________________________
 NU0959* NAD 83(1986)-  42 19 17.     (N)    113 22 11.     (W)     SCALED    
 NU0959* NAVD 88     -      1372.48   (+/-2cm)    4502.9    (feet)  VERTCON   
 NU0959  ___________________________________________________________________
 NU0959  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NU0959
 NU0959  VERT ORDER  -  THIRD (See Below)
 NU0959
 NU0959.The horizontal coordinates were scaled from a topographic map and have
 NU0959.an estimated accuracy of +/- 6 seconds.
 NU0959
 NU0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU0959.The vertical order pertains to the NGVD 29 superseded value.
 NU0959
 NU0959.The geoid height was determined by GEOID03.
 NU0959
 NU0959;                    North         East    Units  Estimated Accuracy
 NU0959;SPC ID C     -    72,910.      551,950.      MT  (+/- 180 meters Scaled)
 NU0959
 NU0959                          SUPERSEDED SURVEY CONTROL
 NU0959
 NU0959  NGVD 29 (??/??/??) 1371.44   (m)         4499.5    (f) RESET       3  
 NU0959
 NU0959.Superseded values are not recommended for survey control.
 NU0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0959.See file dsdata.txt to determine how the superseded data were derived.
 NU0959
 NU0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM047881(NAD 83)
 NU0959_MARKER: DD = SURVEY DISK
 NU0959_SETTING: 0 = UNSPECIFIED SETTING
 NU0959_STAMPING: D 116 RESET 1964
 NU0959_MARK LOGO: IDDT  
 NU0959_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0959
 NU0959  HISTORY     - Date     Condition        Report By
 NU0959  HISTORY     - 1964     MONUMENTED       IDDT
 NU0959  HISTORY     - 19741206 GOOD             USGS
 NU0959
 NU0959                          STATION DESCRIPTION
 NU0959
 NU0959'DESCRIBED BY ID DEPT OF TRANSP 1964
 NU0959'1.0 MI N FROM MALTA.
 NU0959'1.0 MILE NORTH ALONG U.S. HIGHWAY 30 SOUTH, FROM THE POST OFFICE AT
 NU0959'MALTA, APPROXIMATELY 38.5 FEET WEST OF STATION 1775, 10.4 FEET SOUTH
 NU0959'OF TELEPHONE POLE, 19.4 FEET NORTH OF FENCE CORNER AND 1.4 FEET EAST
 NU0959'OF RIGHT-OF-WAY FENCE, WITNESS POST PLACED ADJACENT TO MARKER.
 NU0959
 NU0959                          STATION RECOVERY (1974)
 NU0959
 NU0959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0526 ***********************************************************************
 OY0526  DESIGNATION -  D 117
 OY0526  PID         -  OY0526
 OY0526  STATE/COUNTY-  ID/BUTTE
 OY0526  USGS QUAD   -  ARCO SOUTH (1972)
 OY0526
 OY0526                         *CURRENT SURVEY CONTROL
 OY0526  ___________________________________________________________________
 OY0526* NAD 83(1986)-  43 36 01.     (N)    113 21 11.     (W)     SCALED    
 OY0526* NAVD 88     -      1628.052  (meters)    5341.37   (feet)  ADJUSTED  
 OY0526  ___________________________________________________________________
 OY0526  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 OY0526  DYNAMIC HT  -        1627.121 (meters)    5338.31  (feet)  COMP
 OY0526  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 OY0526
 OY0526  VERT ORDER  -  SECOND    CLASS 0
 OY0526
 OY0526.The horizontal coordinates were scaled from a topographic map and have
 OY0526.an estimated accuracy of +/- 6 seconds.
 OY0526
 OY0526.The orthometric height was determined by differential leveling
 OY0526.and adjusted by the National Geodetic Survey in June 1991..
 OY0526
 OY0526.The geoid height was determined by GEOID03.
 OY0526
 OY0526.The dynamic height is computed by dividing the NAVD 88
 OY0526.geopotential number by the normal gravity value computed on the
 OY0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0526.degrees latitude (g = 980.6199 gals.).
 OY0526
 OY0526.The modeled gravity was interpolated from observed gravity values.
 OY0526
 OY0526;                    North         East    Units  Estimated Accuracy
 OY0526;SPC ID C     -   214,990.      552,230.      MT  (+/- 180 meters Scaled)
 OY0526
 OY0526                          SUPERSEDED SURVEY CONTROL
 OY0526
 OY0526  NGVD 29 (??/??/92) 1626.937  (m)         5337.71   (f) ADJ UNCH    2 0
 OY0526
 OY0526.Superseded values are not recommended for survey control.
 OY0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0526.See file dsdata.txt to determine how the superseded data were derived.
 OY0526
 OY0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP100301(NAD 83)
 OY0526_MARKER: DB = BENCH MARK DISK
 OY0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0526_STAMPING: D 117 1958
 OY0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0526+STABILITY: SURFACE MOTION
 OY0526
 OY0526  HISTORY     - Date     Condition        Report By
 OY0526  HISTORY     - 1958     MONUMENTED       CGS
 OY0526  HISTORY     - 20011126 MARK NOT FOUND   IDTD
 OY0526
 OY0526                          STATION DESCRIPTION
 OY0526
 OY0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0526'3.95 MI SW FROM ARCO.
 OY0526'3.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT
 OY0526'ARCO, 50 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 59 FEET
 OY0526'NORTHEAST OF A FENCE POST WITH A BRACE, 1.6 FEET NORTHEAST OF A
 OY0526'WITNESS POST, 0.9 FOOT NORTHWEST OF A FENCE, ABOUT LEVEL WITH THE
 OY0526'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OY0526'ABOVE THE GROUND.
 OY0526
 OY0526                          STATION RECOVERY (2001)
 OY0526
 OY0526'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 OY0526'FOUND A CYLINDRICAL PIECE OF CONCRETE IN THE DESCRIBED LOCATION, THAT
 OY0526'HAD BEEN PULLED OUT OF THE GROUND.  THE CONCRETE HAD A ROUND RECESS ON
 OY0526'THE SMOOTH END WITH A DIAMETER MATCHING THE STANDARD DISK AND THE STEM
 OY0526'WAS PROTRUDING FROM THE RECESS.  THEREFORE, IT IS LIKELY THAT THIS
 OY0526'BENCH MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0571 ***********************************************************************
 OY0571  DESIGNATION -  D 118
 OY0571  PID         -  OY0571
 OY0571  STATE/COUNTY-  ID/BUTTE
 OY0571  USGS QUAD   -  QUAKING ASPEN BUTTE (1972)
 OY0571
 OY0571                         *CURRENT SURVEY CONTROL
 OY0571  ___________________________________________________________________
 OY0571* NAD 83(1986)-  43 28 14.     (N)    113 14 41.     (W)     SCALED    
 OY0571* NAVD 88     -      1643.644  (meters)    5392.52   (feet)  ADJUSTED  
 OY0571  ___________________________________________________________________
 OY0571  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 OY0571  DYNAMIC HT  -        1642.726 (meters)    5389.51  (feet)  COMP
 OY0571  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 OY0571
 OY0571  VERT ORDER  -  SECOND    CLASS 0
 OY0571
 OY0571.The horizontal coordinates were scaled from a topographic map and have
 OY0571.an estimated accuracy of +/- 6 seconds.
 OY0571
 OY0571.The orthometric height was determined by differential leveling
 OY0571.and adjusted by the National Geodetic Survey in June 1991..
 OY0571
 OY0571.The geoid height was determined by GEOID03.
 OY0571
 OY0571.The dynamic height is computed by dividing the NAVD 88
 OY0571.geopotential number by the normal gravity value computed on the
 OY0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0571.degrees latitude (g = 980.6199 gals.).
 OY0571
 OY0571.The modeled gravity was interpolated from observed gravity values.
 OY0571
 OY0571;                    North         East    Units  Estimated Accuracy
 OY0571;SPC ID C     -   200,650.      561,110.      MT  (+/- 180 meters Scaled)
 OY0571
 OY0571                          SUPERSEDED SURVEY CONTROL
 OY0571
 OY0571  NGVD 29 (??/??/92) 1642.567  (m)         5388.99   (f) ADJ UNCH    2 0
 OY0571
 OY0571.Superseded values are not recommended for survey control.
 OY0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0571.See file dsdata.txt to determine how the superseded data were derived.
 OY0571
 OY0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP184155(NAD 83)
 OY0571_MARKER: DB = BENCH MARK DISK
 OY0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0571_STAMPING: D 118 1958
 OY0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0571+STABILITY: SURFACE MOTION
 OY0571
 OY0571  HISTORY     - Date     Condition        Report By
 OY0571  HISTORY     - 1958     MONUMENTED       CGS
 OY0571
 OY0571                          STATION DESCRIPTION
 OY0571
 OY0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0571'13.0 MI S FROM ARCO.
 OY0571'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0571'THENCE 11.1 MILES SOUTH AND SOUTHEAST ALONG A DIRT ROAD, 63 YARDS
 OY0571'NORTH OF THE SUMMIT OF A SMALL KNOLL, 50 FEET NORTHEAST OF THE CENTER
 OY0571'LINE OF THE ROAD, 1.2 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 OY0571'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 OY0571'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0588 ***********************************************************************
 OY0588  DESIGNATION -  D 119
 OY0588  PID         -  OY0588
 OY0588  STATE/COUNTY-  ID/BUTTE
 OY0588  USGS QUAD   -  SERVICEBERRY BUTTE (1972)
 OY0588
 OY0588                         *CURRENT SURVEY CONTROL
 OY0588  ___________________________________________________________________
 OY0588* NAD 83(1986)-  43 20 37.     (N)    113 13 41.     (W)     SCALED    
 OY0588* NAVD 88     -      1586.010  (meters)    5203.43   (feet)  ADJUSTED  
 OY0588  ___________________________________________________________________
 OY0588  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 OY0588  DYNAMIC HT  -        1585.111 (meters)    5200.48  (feet)  COMP
 OY0588  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 OY0588
 OY0588  VERT ORDER  -  SECOND    CLASS 0
 OY0588
 OY0588.The horizontal coordinates were scaled from a topographic map and have
 OY0588.an estimated accuracy of +/- 6 seconds.
 OY0588
 OY0588.The orthometric height was determined by differential leveling
 OY0588.and adjusted by the National Geodetic Survey in June 1991..
 OY0588
 OY0588.The geoid height was determined by GEOID03.
 OY0588
 OY0588.The dynamic height is computed by dividing the NAVD 88
 OY0588.geopotential number by the normal gravity value computed on the
 OY0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0588.degrees latitude (g = 980.6199 gals.).
 OY0588
 OY0588.The modeled gravity was interpolated from observed gravity values.
 OY0588
 OY0588;                    North         East    Units  Estimated Accuracy
 OY0588;SPC ID C     -   186,560.      562,590.      MT  (+/- 180 meters Scaled)
 OY0588
 OY0588                          SUPERSEDED SURVEY CONTROL
 OY0588
 OY0588  NGVD 29 (??/??/92) 1584.937  (m)         5199.91   (f) ADJ UNCH    2 0
 OY0588
 OY0588.Superseded values are not recommended for survey control.
 OY0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0588.See file dsdata.txt to determine how the superseded data were derived.
 OY0588
 OY0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP194013(NAD 83)
 OY0588_MARKER: DB = BENCH MARK DISK
 OY0588_SETTING: 66 = SET IN ROCK OUTCROP
 OY0588_SP_SET: ROCK OUTCROP
 OY0588_STAMPING: D 119 1958
 OY0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0588+STABILITY: POSITION/ELEVATION WELL
 OY0588
 OY0588  HISTORY     - Date     Condition        Report By
 OY0588  HISTORY     - 1958     MONUMENTED       CGS
 OY0588
 OY0588                          STATION DESCRIPTION
 OY0588
 OY0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0588'22.5 MI S FROM ARCO.
 OY0588'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0588'THENCE 20.6 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, 0.3
 OY0588'MILE NORTH OF THE JUNCTION OF A DIRT ROAD EAST, 0.05 MILE NORTH OF THE
 OY0588'CENTER OF A SHARP CURVE SOUTHWEST, ON TOP OF A SMALL LAVA ROCK KNOLL,
 OY0588'IN TOP OF A LAVA OUTCROP WHICH PROJECTS 2 FEET ABOVE THE GROUND, 74
 OY0588'FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN
 OY0588'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0704 ***********************************************************************
 OY0704  DESIGNATION -  D 120
 OY0704  PID         -  OY0704
 OY0704  STATE/COUNTY-  ID/BLAINE
 OY0704  USGS QUAD   -  PADDELFORD FLAT (1979)
 OY0704
 OY0704                         *CURRENT SURVEY CONTROL
 OY0704  ___________________________________________________________________
 OY0704* NAD 83(1986)-  43 20 46.     (N)    113 50 13.     (W)     SCALED    
 OY0704* NAVD 88     -      1478.545  (meters)    4850.86   (feet)  ADJUSTED  
 OY0704  ___________________________________________________________________
 OY0704  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 OY0704  DYNAMIC HT  -        1477.723 (meters)    4848.16  (feet)  COMP
 OY0704  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 OY0704
 OY0704  VERT ORDER  -  SECOND    CLASS 0
 OY0704
 OY0704.The horizontal coordinates were scaled from a topographic map and have
 OY0704.an estimated accuracy of +/- 6 seconds.
 OY0704
 OY0704.The orthometric height was determined by differential leveling
 OY0704.and adjusted by the National Geodetic Survey in June 1991..
 OY0704
 OY0704.The geoid height was determined by GEOID03.
 OY0704
 OY0704.The dynamic height is computed by dividing the NAVD 88
 OY0704.geopotential number by the normal gravity value computed on the
 OY0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0704.degrees latitude (g = 980.6199 gals.).
 OY0704
 OY0704.The modeled gravity was interpolated from observed gravity values.
 OY0704
 OY0704;                    North         East    Units  Estimated Accuracy
 OY0704;SPC ID C     -   186,560.      513,220.      MT  (+/- 180 meters Scaled)
 OY0704
 OY0704                          SUPERSEDED SURVEY CONTROL
 OY0704
 OY0704  NGVD 29 (??/??/92) 1477.496  (m)         4847.42   (f) ADJ UNCH    2 0
 OY0704
 OY0704.Superseded values are not recommended for survey control.
 OY0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0704.See file dsdata.txt to determine how the superseded data were derived.
 OY0704
 OY0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP700031(NAD 83)
 OY0704_MARKER: DB = BENCH MARK DISK
 OY0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0704_SP_SET: CONCRETE POST
 OY0704_STAMPING: D 120 1958
 OY0704_MARK LOGO: CGS   
 OY0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0704+STABILITY: SURFACE MOTION
 OY0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0704+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1972
 OY0704
 OY0704  HISTORY     - Date     Condition        Report By
 OY0704  HISTORY     - 1958     MONUMENTED       CGS
 OY0704  HISTORY     - 19720509 GOOD             USGS
 OY0704
 OY0704                          STATION DESCRIPTION
 OY0704
 OY0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0704'7.4 MI NE FROM CAREY.
 OY0704'5.35 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0704'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, THENCE 1.15 MILES EAST
 OY0704'ALONG A DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A DIM TRACK ROAD,
 OY0704'34 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A NORTH-SOUTH
 OY0704'GRAVEL ROAD, 21 1/2 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 OY0704'43.20 FEET NORTH OF BENCH MARK 4848.8 (USGS), 28 FEET NORTH OF THE
 OY0704'CENTER LINE OF A DRIVEWAY EAST, 2 1/2 FEET SOUTH OF A POWER POLE, 1.0
 OY0704'FOOT WEST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT
 OY0704'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OY0704'0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK MAY ALSO BE REACHED BY
 OY0704'TRAVELING 7.6 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93
 OY0704'ALTERNATE FROM THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, THENCE 0.8
 OY0704'MILE SOUTH ALONG A GRAVEL ROAD.
 OY0704
 OY0704                          STATION RECOVERY (1972)
 OY0704
 OY0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0444 ***********************************************************************
 OY0444  DESIGNATION -  D 121
 OY0444  PID         -  OY0444
 OY0444  STATE/COUNTY-  ID/BINGHAM
 OY0444  USGS QUAD   -  COFFEE POINT SW (1973)
 OY0444
 OY0444                         *CURRENT SURVEY CONTROL
 OY0444  ___________________________________________________________________
 OY0444* NAD 83(1986)-  43 03 10.     (N)    112 57 32.     (W)     SCALED    
 OY0444* NAVD 88     -      1451.893  (meters)    4763.42   (feet)  ADJUSTED  
 OY0444  ___________________________________________________________________
 OY0444  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OY0444  DYNAMIC HT  -        1451.066 (meters)    4760.71  (feet)  COMP
 OY0444  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 OY0444
 OY0444  VERT ORDER  -  SECOND    CLASS 0
 OY0444
 OY0444.The horizontal coordinates were scaled from a topographic map and have
 OY0444.an estimated accuracy of +/- 6 seconds.
 OY0444
 OY0444.The orthometric height was determined by differential leveling
 OY0444.and adjusted by the National Geodetic Survey in June 1991..
 OY0444
 OY0444.The geoid height was determined by GEOID03.
 OY0444
 OY0444.The dynamic height is computed by dividing the NAVD 88
 OY0444.geopotential number by the normal gravity value computed on the
 OY0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0444.degrees latitude (g = 980.6199 gals.).
 OY0444
 OY0444.The modeled gravity was interpolated from observed gravity values.
 OY0444
 OY0444;                    North         East    Units  Estimated Accuracy
 OY0444;SPC ID E     -   154,270.      135,460.      MT  (+/- 180 meters Scaled)
 OY0444
 OY0444                          SUPERSEDED SURVEY CONTROL
 OY0444
 OY0444  NGVD 29 (??/??/92) 1450.839  (m)         4759.96   (f) ADJ UNCH    2 0
 OY0444
 OY0444.Superseded values are not recommended for survey control.
 OY0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0444.See file dsdata.txt to determine how the superseded data were derived.
 OY0444
 OY0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN404685(NAD 83)
 OY0444_MARKER: DB = BENCH MARK DISK
 OY0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0444_STAMPING: D 121 1958
 OY0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0444+STABILITY: SURFACE MOTION
 OY0444
 OY0444  HISTORY     - Date     Condition        Report By
 OY0444  HISTORY     - 1958     MONUMENTED       CGS
 OY0444
 OY0444                          STATION DESCRIPTION
 OY0444
 OY0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0444'12.95 MI W FROM STERLING.
 OY0444'4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AND GROCERY
 OY0444'STORE AT STERLING, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 39,
 OY0444'THENCE 2.05 MILES WEST ALONG A GRAVEL ROAD, THENCE 5.85 MILES WEST
 OY0444'ALONG A DIRT ROAD, 50 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 OY0444'1.9 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 OY0444'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0907 ***********************************************************************
 NU0907  DESIGNATION -  D 122
 NU0907  PID         -  NU0907
 NU0907  STATE/COUNTY-  ID/CASSIA
 NU0907  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0907
 NU0907                         *CURRENT SURVEY CONTROL
 NU0907  ___________________________________________________________________
 NU0907* NAD 83(1986)-  42 31 00.     (N)    113 22 47.     (W)     SCALED    
 NU0907* NAVD 88     -      1349.857  (meters)    4428.66   (feet)  ADJUSTED  
 NU0907  ___________________________________________________________________
 NU0907  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU0907  DYNAMIC HT  -        1349.041 (meters)    4425.98  (feet)  COMP
 NU0907  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 NU0907
 NU0907  VERT ORDER  -  SECOND    CLASS 0
 NU0907
 NU0907.The horizontal coordinates were scaled from a topographic map and have
 NU0907.an estimated accuracy of +/- 6 seconds.
 NU0907
 NU0907.The orthometric height was determined by differential leveling
 NU0907.and adjusted by the National Geodetic Survey in June 1991..
 NU0907
 NU0907.The geoid height was determined by GEOID03.
 NU0907
 NU0907.The dynamic height is computed by dividing the NAVD 88
 NU0907.geopotential number by the normal gravity value computed on the
 NU0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0907.degrees latitude (g = 980.6199 gals.).
 NU0907
 NU0907.The modeled gravity was interpolated from observed gravity values.
 NU0907
 NU0907;                    North         East    Units  Estimated Accuracy
 NU0907;SPC ID C     -    94,600.      550,970.      MT  (+/- 180 meters Scaled)
 NU0907
 NU0907                          SUPERSEDED SURVEY CONTROL
 NU0907
 NU0907  NGVD 29 (??/??/92) 1348.843  (m)         4425.33   (f) ADJ UNCH    2 0
 NU0907
 NU0907.Superseded values are not recommended for survey control.
 NU0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0907.See file dsdata.txt to determine how the superseded data were derived.
 NU0907
 NU0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN045098(NAD 83)
 NU0907_MARKER: DB = BENCH MARK DISK
 NU0907_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0907_SP_SET: CULVERT
 NU0907_STAMPING: D 122 1958
 NU0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0907
 NU0907  HISTORY     - Date     Condition        Report By
 NU0907  HISTORY     - 1958     MONUMENTED       CGS
 NU0907
 NU0907                          STATION DESCRIPTION
 NU0907
 NU0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0907'13.25 MI E FROM DECLO.
 NU0907'10.25 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF
 NU0907'STATE HIGHWAY 77 AT DECLO, THENCE 3.0 MILES EAST ALONG AN ASPHALT
 NU0907'ROAD, 0.15 MILE WEST OF A CATTLEGUARD, IN THE TOP OF THE WEST END OF
 NU0907'THE NORTH CONCRETE HEAD WALL OF A 2-BY 8-FOOT CONCRETE BOX CULVERT, 14
 NU0907'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER
 NU0907'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0030 ***********************************************************************
 SV0030  DESIGNATION -  D 123
 SV0030  PID         -  SV0030
 SV0030  STATE/COUNTY-  ID/SHOSHONE
 SV0030  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV0030
 SV0030                         *CURRENT SURVEY CONTROL
 SV0030  ___________________________________________________________________
 SV0030* NAD 83(1986)-  47 53 12.     (N)    116 09 55.     (W)     SCALED    
 SV0030* NAVD 88     -       869.071  (meters)    2851.28   (feet)  ADJUSTED  
 SV0030  ___________________________________________________________________
 SV0030  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 SV0030  DYNAMIC HT  -         869.056 (meters)    2851.23  (feet)  COMP
 SV0030  MODELED GRAV-     980,566.8   (mgal)                       NAVD 88
 SV0030
 SV0030  VERT ORDER  -  SECOND    CLASS 0
 SV0030
 SV0030.The horizontal coordinates were scaled from a topographic map and have
 SV0030.an estimated accuracy of +/- 6 seconds.
 SV0030
 SV0030.The orthometric height was determined by differential leveling
 SV0030.and adjusted by the National Geodetic Survey in June 1991..
 SV0030
 SV0030.The geoid height was determined by GEOID03.
 SV0030
 SV0030.The dynamic height is computed by dividing the NAVD 88
 SV0030.geopotential number by the normal gravity value computed on the
 SV0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0030.degrees latitude (g = 980.6199 gals.).
 SV0030
 SV0030.The modeled gravity was interpolated from observed gravity values.
 SV0030
 SV0030;                    North         East    Units  Estimated Accuracy
 SV0030;SPC ID W     -   691,250.      768,940.      MT  (+/- 180 meters Scaled)
 SV0030
 SV0030                          SUPERSEDED SURVEY CONTROL
 SV0030
 SV0030  NGVD 29 (??/??/92)  867.897  (m)         2847.43   (f) ADJ UNCH    2 0
 SV0030
 SV0030.Superseded values are not recommended for survey control.
 SV0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0030.See file dsdata.txt to determine how the superseded data were derived.
 SV0030
 SV0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP624040(NAD 83)
 SV0030_MARKER: DB = BENCH MARK DISK
 SV0030_SETTING: 66 = SET IN ROCK OUTCROP
 SV0030_SP_SET: OUTCROP
 SV0030_STAMPING: D 123 1958
 SV0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0030+STABILITY: POSITION/ELEVATION WELL
 SV0030
 SV0030  HISTORY     - Date     Condition        Report By
 SV0030  HISTORY     - 1958     MONUMENTED       CGS
 SV0030  HISTORY     - 1983     GOOD             NGS
 SV0030
 SV0030                          STATION DESCRIPTION
 SV0030
 SV0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0030'6.75 MI NE FROM MAGEE RANGER STATION.
 SV0030'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0030'THENCE 2.65 MILES EAST ALONG A GRAVEL ROAD, 0.06 MILE NORTHEAST OF THE
 SV0030'CROSSING OF WINTON CREEK, SET VERTICALLY IN THE SOUTHWEST FACE OF AN
 SV0030'OUTCROP, 10 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3
 SV0030'FEET HIGHER THAN THE ROAD.
 SV0030
 SV0030                          STATION RECOVERY (1983)
 SV0030
 SV0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0030'6.6 KM (4.1 MI) NORTHEAST ALONG THE GRAVELED ROAD FROM THE MAGEE
 SV0030'RANGER STATION TO A SIDE ROAD LEFT. THENCE 4.18 KM (2.6 MI) EAST
 SV0030'ALONG THE GRAVELED ROAD TO THE MARK ON THE LEFT 3.7 M (12 FT)
 SV0030'NORTHWEST OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0110 ***********************************************************************
 SV0110  DESIGNATION -  D 124
 SV0110  PID         -  SV0110
 SV0110  STATE/COUNTY-  ID/SHOSHONE
 SV0110  USGS QUAD   -  CATALDO (1996)
 SV0110
 SV0110                         *CURRENT SURVEY CONTROL
 SV0110  ___________________________________________________________________
 SV0110* NAD 83(1986)-  47 35 33.     (N)    116 15 07.     (W)     SCALED    
 SV0110* NAVD 88     -       666.330  (meters)    2186.12   (feet)  ADJUSTED  
 SV0110  ___________________________________________________________________
 SV0110  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 SV0110  DYNAMIC HT  -         666.329 (meters)    2186.11  (feet)  COMP
 SV0110  MODELED GRAV-     980,590.1   (mgal)                       NAVD 88
 SV0110
 SV0110  VERT ORDER  -  SECOND    CLASS 0
 SV0110
 SV0110.The horizontal coordinates were scaled from a topographic map and have
 SV0110.an estimated accuracy of +/- 6 seconds.
 SV0110
 SV0110.The orthometric height was determined by differential leveling
 SV0110.and adjusted by the National Geodetic Survey in June 1991..
 SV0110
 SV0110.The geoid height was determined by GEOID03.
 SV0110
 SV0110.The dynamic height is computed by dividing the NAVD 88
 SV0110.geopotential number by the normal gravity value computed on the
 SV0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0110.degrees latitude (g = 980.6199 gals.).
 SV0110
 SV0110.The modeled gravity was interpolated from observed gravity values.
 SV0110
 SV0110;                    North         East    Units  Estimated Accuracy
 SV0110;SPC ID W     -   658,580.      762,250.      MT  (+/- 180 meters Scaled)
 SV0110
 SV0110                          SUPERSEDED SURVEY CONTROL
 SV0110
 SV0110  NGVD 29 (??/??/92)  665.193  (m)         2182.39   (f) ADJ UNCH    2 0
 SV0110
 SV0110.Superseded values are not recommended for survey control.
 SV0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0110.See file dsdata.txt to determine how the superseded data were derived.
 SV0110
 SV0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN562712(NAD 83)
 SV0110_MARKER: DB = BENCH MARK DISK
 SV0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0110_STAMPING: D 124 1958
 SV0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0110+STABILITY: SURFACE MOTION
 SV0110
 SV0110  HISTORY     - Date     Condition        Report By
 SV0110  HISTORY     - 1958     MONUMENTED       CGS
 SV0110
 SV0110                          STATION DESCRIPTION
 SV0110
 SV0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0110'4.35 MI NE FROM KINGSTON.
 SV0110'2.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 SV0110'HIGHWAY 10 AT KINGSTON, THENCE 2.15 MILES NORTHEAST ALONG A ROAD
 SV0110'FOLLOWING THE RIGHT BANK OF THE COEUR DALENE RIVER, 120 FEET NORTHEAST
 SV0110'OF THE CROSSING OF A POWER LINE, AT A FENCE CORNER, 30 FEET SOUTHEAST
 SV0110'OF THE CENTER LINE OF THE ROAD, 44 1/2 FEET NORTH OF THE FIRST POWER
 SV0110'POLE SOUTHEAST OF THE ROAD, 3 FEET NORTHEAST OF A FENCE CORNER POST,
 SV0110'2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 SV0110'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 SV0110'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0192 ***********************************************************************
 RZ0192  DESIGNATION -  D 125
 RZ0192  PID         -  RZ0192
 RZ0192  STATE/COUNTY-  ID/CLEARWATER
 RZ0192  USGS QUAD   -  OROFINO EAST (1994)
 RZ0192
 RZ0192                         *CURRENT SURVEY CONTROL
 RZ0192  ___________________________________________________________________
 RZ0192* NAD 83(1986)-  46 25 17.     (N)    116 12 26.     (W)     SCALED    
 RZ0192* NAVD 88     -       324.703  (meters)    1065.30   (feet)  ADJUSTED  
 RZ0192  ___________________________________________________________________
 RZ0192  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 RZ0192  DYNAMIC HT  -         324.694 (meters)    1065.27  (feet)  COMP
 RZ0192  MODELED GRAV-     980,577.5   (mgal)                       NAVD 88
 RZ0192
 RZ0192  VERT ORDER  -  SECOND    CLASS 0
 RZ0192
 RZ0192.The horizontal coordinates were scaled from a topographic map and have
 RZ0192.an estimated accuracy of +/- 6 seconds.
 RZ0192
 RZ0192.The orthometric height was determined by differential leveling
 RZ0192.and adjusted by the National Geodetic Survey in June 1991..
 RZ0192
 RZ0192.The geoid height was determined by GEOID03.
 RZ0192
 RZ0192.The dynamic height is computed by dividing the NAVD 88
 RZ0192.geopotential number by the normal gravity value computed on the
 RZ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0192.degrees latitude (g = 980.6199 gals.).
 RZ0192
 RZ0192.The modeled gravity was interpolated from observed gravity values.
 RZ0192
 RZ0192;                    North         East    Units  Estimated Accuracy
 RZ0192;SPC ID W     -   528,380.      764,850.      MT  (+/- 180 meters Scaled)
 RZ0192
 RZ0192                          SUPERSEDED SURVEY CONTROL
 RZ0192
 RZ0192  NGVD 29 (??/??/92)  323.676  (m)         1061.93   (f) ADJ UNCH    2 0
 RZ0192
 RZ0192.Superseded values are not recommended for survey control.
 RZ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0192.See file dsdata.txt to determine how the superseded data were derived.
 RZ0192
 RZ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM609411(NAD 83)
 RZ0192_MARKER: DB = BENCH MARK DISK
 RZ0192_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0192_SP_SET: ROCK OUTCROP
 RZ0192_STAMPING: D 125 1935
 RZ0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0192+STABILITY: POSITION/ELEVATION WELL
 RZ0192
 RZ0192  HISTORY     - Date     Condition        Report By
 RZ0192  HISTORY     - 1935     MONUMENTED       CGS
 RZ0192  HISTORY     - 1967     MARK NOT FOUND   USGS
 RZ0192
 RZ0192                          STATION DESCRIPTION
 RZ0192
 RZ0192'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RZ0192'2.8 MI W FROM GREER.
 RZ0192'2.8 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0192'GREER, 0.5 MILE EAST OF MILEPOST 35, AT A CURVE, 18.5 FEET NORTH OF
 RZ0192'THE CENTER LINE OF THE TRACK, IN THE TOP OF A LARGE ROCK OUTCROP, 2.1
 RZ0192'FEET NORTHWEST OF THE SOUTHWEST EDGE OF THE ROCK OUTCROP, AND 0.6 FOOT
 RZ0192'SOUTHEAST OF THE NORTHWEST EDGE.  NOTE-- THE GENERAL AREA OF THE BENCH
 RZ0192'MARK HAD BEEN REMOVED FOR FILL ALONG THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0122 ***********************************************************************
 RZ0122  DESIGNATION -  D 127
 RZ0122  PID         -  RZ0122
 RZ0122  STATE/COUNTY-  ID/CLEARWATER
 RZ0122  USGS QUAD   -  AHSAHKA (1994)
 RZ0122
 RZ0122                         *CURRENT SURVEY CONTROL
 RZ0122  ___________________________________________________________________
 RZ0122* NAD 83(1986)-  46 30 00.     (N)    116 18 44.     (W)     SCALED    
 RZ0122* NAVD 88     -       302.708  (meters)     993.13   (feet)  ADJUSTED  
 RZ0122  ___________________________________________________________________
 RZ0122  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 RZ0122  DYNAMIC HT  -         302.704 (meters)     993.12  (feet)  COMP
 RZ0122  MODELED GRAV-     980,593.7   (mgal)                       NAVD 88
 RZ0122
 RZ0122  VERT ORDER  -  FIRST     CLASS II
 RZ0122
 RZ0122.The horizontal coordinates were scaled from a topographic map and have
 RZ0122.an estimated accuracy of +/- 6 seconds.
 RZ0122
 RZ0122.The orthometric height was determined by differential leveling
 RZ0122.and adjusted by the National Geodetic Survey in June 1991..
 RZ0122
 RZ0122.The geoid height was determined by GEOID03.
 RZ0122
 RZ0122.The dynamic height is computed by dividing the NAVD 88
 RZ0122.geopotential number by the normal gravity value computed on the
 RZ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0122.degrees latitude (g = 980.6199 gals.).
 RZ0122
 RZ0122.The modeled gravity was interpolated from observed gravity values.
 RZ0122
 RZ0122;                    North         East    Units  Estimated Accuracy
 RZ0122;SPC ID W     -   537,170.      756,850.      MT  (+/- 180 meters Scaled)
 RZ0122
 RZ0122                          SUPERSEDED SURVEY CONTROL
 RZ0122
 RZ0122  NGVD 29 (??/??/92)  301.699  (m)          989.82   (f) ADJ UNCH    1 2
 RZ0122
 RZ0122.Superseded values are not recommended for survey control.
 RZ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0122.See file dsdata.txt to determine how the superseded data were derived.
 RZ0122
 RZ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM527498(NAD 83)
 RZ0122_MARKER: DB = BENCH MARK DISK
 RZ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0122_STAMPING: D-127 1935
 RZ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0122+STABILITY: SURFACE MOTION
 RZ0122
 RZ0122  HISTORY     - Date     Condition        Report By
 RZ0122  HISTORY     - 1935     MONUMENTED       CGS
 RZ0122  HISTORY     - 1967     MARK NOT FOUND   USGS
 RZ0122
 RZ0122                          STATION DESCRIPTION
 RZ0122
 RZ0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0122'0.8 MI E FROM AHSAHKA.
 RZ0122'0.8 MILE EAST OF, ALONG NORTHERN PACIFIC R.R., FROM RY. STATION.  ON
 RZ0122'NORTH SIDE OF TRACK, ABOUT 3 FEET BELOW LEVEL OF TRACK.  51 FEET EAST
 RZ0122'OF M.P. NO. 26.  21.8 FEET NORTH OF CENTERLINE OF NORTHERN PACIFIC
 RZ0122'R.R.  3.4 FEET SOUTH OF R/W FENCE.  2.3 FEET SOUTH OF TREE STUMP.
 RZ0122'TABLET SET IN PRECAST CONCRETE POST.
 RZ0122
 RZ0122                          STATION RECOVERY (1967)
 RZ0122
 RZ0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RZ0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0009 ***********************************************************************
 RZ0009  DESIGNATION -  D 128
 RZ0009  PID         -  RZ0009
 RZ0009  STATE/COUNTY-  ID/CLEARWATER
 RZ0009  USGS QUAD   -  AHSAHKA (1994)
 RZ0009
 RZ0009                         *CURRENT SURVEY CONTROL
 RZ0009  ___________________________________________________________________
 RZ0009* NAD 83(1986)-  46 33 33.     (N)    116 15 16.     (W)     SCALED    
 RZ0009* NAVD 88     -       322.680  (meters)    1058.66   (feet)  ADJUSTED  
 RZ0009  ___________________________________________________________________
 RZ0009  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 RZ0009  DYNAMIC HT  -         322.674 (meters)    1058.64  (feet)  COMP
 RZ0009  MODELED GRAV-     980,589.7   (mgal)                       NAVD 88
 RZ0009
 RZ0009  VERT ORDER  -  SECOND    CLASS 0
 RZ0009
 RZ0009.The horizontal coordinates were scaled from a topographic map and have
 RZ0009.an estimated accuracy of +/- 6 seconds.
 RZ0009
 RZ0009.The orthometric height was determined by differential leveling
 RZ0009.and adjusted by the National Geodetic Survey in June 1991..
 RZ0009
 RZ0009.The geoid height was determined by GEOID03.
 RZ0009
 RZ0009.The dynamic height is computed by dividing the NAVD 88
 RZ0009.geopotential number by the normal gravity value computed on the
 RZ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0009.degrees latitude (g = 980.6199 gals.).
 RZ0009
 RZ0009.The modeled gravity was interpolated from observed gravity values.
 RZ0009
 RZ0009;                    North         East    Units  Estimated Accuracy
 RZ0009;SPC ID W     -   543,720.      761,320.      MT  (+/- 180 meters Scaled)
 RZ0009
 RZ0009                          SUPERSEDED SURVEY CONTROL
 RZ0009
 RZ0009  NGVD 29 (??/??/92)  321.651  (m)         1055.28   (f) ADJ UNCH    2 0
 RZ0009
 RZ0009.Superseded values are not recommended for survey control.
 RZ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0009.See file dsdata.txt to determine how the superseded data were derived.
 RZ0009
 RZ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM571564(NAD 83)
 RZ0009_MARKER: DB = BENCH MARK DISK
 RZ0009_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RZ0009_SP_SET: UNSPECIFIED ROCK
 RZ0009_STAMPING: D-128 1935
 RZ0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0009
 RZ0009  HISTORY     - Date     Condition        Report By
 RZ0009  HISTORY     - 1935     MONUMENTED       CGS
 RZ0009
 RZ0009                          STATION DESCRIPTION
 RZ0009
 RZ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0009'6.5 MI NE FROM AHSAHKA.
 RZ0009'6.5 MILES NORTHEAST OF, ALONG ELK RIVER ROAD, FROM NORTHERN PACIFIC
 RZ0009'RY. STATION.  TABLET SET HORIZONTALLY IN 30 FT. X 14 FT. X 14 FT. ROCK
 RZ0009'AT WATERS EDGE OF NORTH FORK OF CLEARWATER RIVER. AT SLIGHT CURVE IN
 RZ0009'ROAD AND AT A BEND IN RIVER.  28.6 FEET EAST OF CENTERLINE OF DIRT
 RZ0009'ROAD.  25.6 FEET NORTH OF 20 INCH IN DIAMETER PINE TREE.  20 FEET
 RZ0009'ABOVE LEVEL OF WATER LINE OF RIVER.  10.6 FEET EAST OF 16 INCH IN
 RZ0009'DIAMETER SPRUCE TREE.  4.5 FEET BELOW LEVEL OF DIRT ROAD.  3.2 FEET
 RZ0009'EAST OF WEST EDGE OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0447 ***********************************************************************
 RY0447  DESIGNATION -  D 129
 RY0447  PID         -  RY0447
 RY0447  STATE/COUNTY-  ID/IDAHO
 RY0447  USGS QUAD   -  STITES (1966)
 RY0447
 RY0447                         *CURRENT SURVEY CONTROL
 RY0447  ___________________________________________________________________
 RY0447* NAD 83(1986)-  46 04 02.     (N)    115 58 39.     (W)     SCALED    
 RY0447* NAVD 88     -       416.042  (meters)    1364.96   (feet)  ADJUSTED  
 RY0447  ___________________________________________________________________
 RY0447  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 RY0447  DYNAMIC HT  -         416.004 (meters)    1364.84  (feet)  COMP
 RY0447  MODELED GRAV-     980,512.1   (mgal)                       NAVD 88
 RY0447
 RY0447  VERT ORDER  -  SECOND    CLASS 0
 RY0447
 RY0447.The horizontal coordinates were scaled from a topographic map and have
 RY0447.an estimated accuracy of +/- 6 seconds.
 RY0447
 RY0447.The orthometric height was determined by differential leveling
 RY0447.and adjusted by the National Geodetic Survey in June 1991..
 RY0447
 RY0447.The geoid height was determined by GEOID03.
 RY0447
 RY0447.The dynamic height is computed by dividing the NAVD 88
 RY0447.geopotential number by the normal gravity value computed on the
 RY0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0447.degrees latitude (g = 980.6199 gals.).
 RY0447
 RY0447.The modeled gravity was interpolated from observed gravity values.
 RY0447
 RY0447;                    North         East    Units  Estimated Accuracy
 RY0447;SPC ID W     -   488,940.      782,400.      MT  (+/- 180 meters Scaled)
 RY0447
 RY0447                          SUPERSEDED SURVEY CONTROL
 RY0447
 RY0447  NGVD 29 (??/??/92)  414.999  (m)         1361.54   (f) ADJ UNCH    2 0
 RY0447
 RY0447.Superseded values are not recommended for survey control.
 RY0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0447.See file dsdata.txt to determine how the superseded data were derived.
 RY0447
 RY0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM790020(NAD 83)
 RY0447_MARKER: DB = BENCH MARK DISK
 RY0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0447_STAMPING: D 129 1935
 RY0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0447+STABILITY: SURFACE MOTION
 RY0447
 RY0447  HISTORY     - Date     Condition        Report By
 RY0447  HISTORY     - 1935     MONUMENTED       CGS
 RY0447  HISTORY     - 1964     POOR             USGS
 RY0447
 RY0447                          STATION DESCRIPTION
 RY0447
 RY0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0447'2.2 MI S FROM STITES.
 RY0447'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE NORTHERN PACIFIC
 RY0447'RAILWAY STATION AT STITES, IDAHO COUNTY, IN THE FRANK ALLEN FRONT
 RY0447'YARD, 60.8 FEET EAST OF THE NORTHEAST CORNER OF THE ALLEN FARMHOUSE,
 RY0447'48.8 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 RY0447'NORTHWEST OF THE SOUTHEAST CORNER OF A FIELD FENCE AND THE NORTHEAST
 RY0447'CORNER OF A YARD FENCE, 17.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 RY0447'A TOOLHOUSE, AND 1.1 FEET SOUTHWEST OF THE YARD FENCE.  A STANDARD
 RY0447'DISK STAMPED D 129 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 RY0447'POST WAS FOUND TO BE BROKEN OFF ABOUT 18 INCHES BELOW THE TABLET.
 RY0447
 RY0447                          STATION RECOVERY (1964)
 RY0447
 RY0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0447'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0075 ***********************************************************************
 OZ0075  DESIGNATION -  D 13
 OZ0075  PID         -  OZ0075
 OZ0075  STATE/COUNTY-  ID/LINCOLN
 OZ0075  USGS QUAD   -  RICHFIELD (1979)
 OZ0075
 OZ0075                         *CURRENT SURVEY CONTROL
 OZ0075  ___________________________________________________________________
 OZ0075* NAD 83(1986)-  43 01 32.     (N)    114 12 19.     (W)     SCALED    
 OZ0075* NAVD 88     -      1289.469  (meters)    4230.53   (feet)  ADJUSTED  
 OZ0075  ___________________________________________________________________
 OZ0075  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 OZ0075  DYNAMIC HT  -        1288.810 (meters)    4228.37  (feet)  COMP
 OZ0075  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 OZ0075
 OZ0075  VERT ORDER  -  FIRST     CLASS II
 OZ0075
 OZ0075.The horizontal coordinates were scaled from a topographic map and have
 OZ0075.an estimated accuracy of +/- 6 seconds.
 OZ0075
 OZ0075.The orthometric height was determined by differential leveling
 OZ0075.and adjusted by the National Geodetic Survey in June 1991..
 OZ0075
 OZ0075.The geoid height was determined by GEOID03.
 OZ0075
 OZ0075.The dynamic height is computed by dividing the NAVD 88
 OZ0075.geopotential number by the normal gravity value computed on the
 OZ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0075.degrees latitude (g = 980.6199 gals.).
 OZ0075
 OZ0075.The modeled gravity was interpolated from observed gravity values.
 OZ0075
 OZ0075;                    North         East    Units  Estimated Accuracy
 OZ0075;SPC ID C     -   150,960.      483,270.      MT  (+/- 180 meters Scaled)
 OZ0075
 OZ0075                          SUPERSEDED SURVEY CONTROL
 OZ0075
 OZ0075  NGVD 29 (??/??/92) 1288.567  (m)         4227.57   (f) ADJ UNCH    1 2
 OZ0075
 OZ0075.Superseded values are not recommended for survey control.
 OZ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0075.See file dsdata.txt to determine how the superseded data were derived.
 OZ0075
 OZ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH277674(NAD 83)
 OZ0075_MARKER: DB = BENCH MARK DISK
 OZ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0075_STAMPING: 4227.698 D 13 1933
 OZ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0075+STABILITY: SURFACE MOTION
 OZ0075
 OZ0075  HISTORY     - Date     Condition        Report By
 OZ0075  HISTORY     - 1933     MONUMENTED       CGS
 OZ0075  HISTORY     - 1934     GOOD             NGS
 OZ0075  HISTORY     - 1974     GOOD             LOCENG
 OZ0075
 OZ0075                          STATION DESCRIPTION
 OZ0075
 OZ0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0075'3.0 MI SW FROM RICHFIELD.
 OZ0075'3.0 MILES SOUTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OZ0075'RICHFIELD, LINCOLN COUNTY, 1.3 MILES NORTHEAST OF THE SIDING AT
 OZ0075'MARLEY, 0.3 MILE NORTHEAST OF MILEPOST 12, AT THE SOUTHWEST END OF A
 OZ0075'HIGHWAY TANGENT PARALLELING THE TRACK, AT THE OUTSIDE OF THE HIGHWAY
 OZ0075'CURVE, AND 95 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK.  A
 OZ0075'STANDARD DISK, STAMPED 4227.698 D 13 1933 AND SET IN THE TOP OF A
 OZ0075'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OZ0075
 OZ0075                          STATION RECOVERY (1974)
 OZ0075
 OZ0075'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 OZ0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0700 ***********************************************************************
 RY0700  DESIGNATION -  D 130
 RY0700  PID         -  RY0700
 RY0700  STATE/COUNTY-  ID/CLEARWATER
 RY0700  USGS QUAD   -  PIERCE (1994)
 RY0700
 RY0700                         *CURRENT SURVEY CONTROL
 RY0700  ___________________________________________________________________
 RY0700* NAD 83(1986)-  46 29 45.     (N)    115 51 56.     (W)     SCALED    
 RY0700* NAVD 88     -       876.142  (meters)    2874.48   (feet)  ADJUSTED  
 RY0700  ___________________________________________________________________
 RY0700  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 RY0700  DYNAMIC HT  -         876.041 (meters)    2874.14  (feet)  COMP
 RY0700  MODELED GRAV-     980,470.2   (mgal)                       NAVD 88
 RY0700
 RY0700  VERT ORDER  -  FIRST     CLASS II
 RY0700
 RY0700.The horizontal coordinates were scaled from a topographic map and have
 RY0700.an estimated accuracy of +/- 6 seconds.
 RY0700
 RY0700.The orthometric height was determined by differential leveling
 RY0700.and adjusted by the National Geodetic Survey in June 1991..
 RY0700
 RY0700.The geoid height was determined by GEOID03.
 RY0700
 RY0700.The dynamic height is computed by dividing the NAVD 88
 RY0700.geopotential number by the normal gravity value computed on the
 RY0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0700.degrees latitude (g = 980.6199 gals.).
 RY0700
 RY0700.The modeled gravity was interpolated from observed gravity values.
 RY0700
 RY0700;                    North         East    Units  Estimated Accuracy
 RY0700;SPC ID W     -   536,560.      791,130.      MT  (+/- 180 meters Scaled)
 RY0700
 RY0700                          SUPERSEDED SURVEY CONTROL
 RY0700
 RY0700  NGVD 29 (??/??/92)  875.054  (m)         2870.91   (f) ADJ UNCH    1 2
 RY0700
 RY0700.Superseded values are not recommended for survey control.
 RY0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0700.See file dsdata.txt to determine how the superseded data were derived.
 RY0700
 RY0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM870497(NAD 83)
 RY0700_MARKER: DB = BENCH MARK DISK
 RY0700_SETTING: 66 = SET IN ROCK OUTCROP
 RY0700_SP_SET: ROCK OUTCROP
 RY0700_STAMPING: D 130 1935
 RY0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0700+STABILITY: POSITION/ELEVATION WELL
 RY0700
 RY0700  HISTORY     - Date     Condition        Report By
 RY0700  HISTORY     - 1935     MONUMENTED       CGS
 RY0700
 RY0700                          STATION DESCRIPTION
 RY0700
 RY0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0700'4.4 MI W FROM PIERCE.
 RY0700'4.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE PUBLIC
 RY0700'LIBRARY AT PIERCE, CLEARWATER COUNTY, 94.2 FEET EAST OF MILEPOST 23,
 RY0700'49.7 FEET SOUTHWEST OF THE FIRST POLE EAST OF THE MILEPOST, 21.3 FEET
 RY0700'SOUTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK OUTCROP,
 RY0700'2.2 FEET EAST OF THE WEST EDGE, AND 1.5 FEET HIGHER THAN THE TRACK. A
 RY0700'STANDARD DISK, STAMPED D 130 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0400 ***********************************************************************
 SV0400  DESIGNATION -  D 131 RESET
 SV0400  PID         -  SV0400
 SV0400  STATE/COUNTY-  ID/KOOTENAI
 SV0400  USGS QUAD   -  HAYDEN (1996)
 SV0400
 SV0400                         *CURRENT SURVEY CONTROL
 SV0400  ___________________________________________________________________
 SV0400* NAD 83(1986)-  47 46 25.     (N)    116 47 10.     (W)     SCALED    
 SV0400* NAVD 88     -       704.255  (meters)    2310.54   (feet)  ADJUSTED  
 SV0400  ___________________________________________________________________
 SV0400  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 SV0400  DYNAMIC HT  -         704.279 (meters)    2310.62  (feet)  COMP
 SV0400  MODELED GRAV-     980,623.3   (mgal)                       NAVD 88
 SV0400
 SV0400  VERT ORDER  -  SECOND    CLASS 0
 SV0400
 SV0400.The horizontal coordinates were scaled from a topographic map and have
 SV0400.an estimated accuracy of +/- 6 seconds.
 SV0400
 SV0400.The orthometric height was determined by differential leveling
 SV0400.and adjusted by the National Geodetic Survey in June 1991..
 SV0400
 SV0400.The geoid height was determined by GEOID03.
 SV0400
 SV0400.The dynamic height is computed by dividing the NAVD 88
 SV0400.geopotential number by the normal gravity value computed on the
 SV0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0400.degrees latitude (g = 980.6199 gals.).
 SV0400
 SV0400.The modeled gravity was interpolated from observed gravity values.
 SV0400
 SV0400;                    North         East    Units  Estimated Accuracy
 SV0400;SPC ID W     -   679,120.      722,350.      MT  (+/- 180 meters Scaled)
 SV0400
 SV0400                          SUPERSEDED SURVEY CONTROL
 SV0400
 SV0400  NGVD 29 (??/??/92)  703.084  (m)         2306.70   (f) ADJ UNCH    2 0
 SV0400
 SV0400.Superseded values are not recommended for survey control.
 SV0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0400.See file dsdata.txt to determine how the superseded data were derived.
 SV0400
 SV0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN160911(NAD 83)
 SV0400_MARKER: DB = BENCH MARK DISK
 SV0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0400_STAMPING: D 131 1935 RESET 1944
 SV0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0400+STABILITY: SURFACE MOTION
 SV0400
 SV0400  HISTORY     - Date     Condition        Report By
 SV0400  HISTORY     - 1944     MONUMENTED       CGS
 SV0400  HISTORY     - 1971     GOOD             IDDT
 SV0400
 SV0400                          STATION DESCRIPTION
 SV0400
 SV0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SV0400'6.6 MI NW FROM COEUR DALENE.
 SV0400'ABOUT 6.6 MILES NORTHWEST ALONG U.S. HIGHWAY 95 FROM THE COURT HOUSE
 SV0400'AT COEUR DALENE, 1 MILE NORTH OF HAYDEN LAKE SCHOOL, AT THE NORTHEAST
 SV0400'CORNER OF THE INTERSECTION OF THE AIRPORT ROAD AND U.S. HIGHWAY 95, 45
 SV0400'FEET NORTH OF THE CENTER OF THE AIRPORT ROAD, 60 FEET NORTHEAST OF THE
 SV0400'CENTER OF THE INTERSECTION, 33 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 SV0400'95.
 SV0400
 SV0400                          STATION RECOVERY (1971)
 SV0400
 SV0400'RECOVERY NOTE BY ID DEPT OF TRANSP 1971
 SV0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0472 ***********************************************************************
 SV0472  DESIGNATION -  D 132
 SV0472  PID         -  SV0472
 SV0472  STATE/COUNTY-  ID/KOOTENAI
 SV0472  USGS QUAD   -  ROSE LAKE (1996)
 SV0472
 SV0472                         *CURRENT SURVEY CONTROL
 SV0472  ___________________________________________________________________
 SV0472* NAD 83(1986)-  47 36 10.     (N)    116 29 54.     (W)     SCALED    
 SV0472* NAVD 88     -       763.222  (meters)    2504.00   (feet)  ADJUSTED  
 SV0472  ___________________________________________________________________
 SV0472  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 SV0472  DYNAMIC HT  -         763.234 (meters)    2504.04  (feet)  COMP
 SV0472  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 SV0472
 SV0472  VERT ORDER  -  SECOND    CLASS 0
 SV0472
 SV0472.The horizontal coordinates were scaled from a topographic map and have
 SV0472.an estimated accuracy of +/- 6 seconds.
 SV0472
 SV0472.The orthometric height was determined by differential leveling
 SV0472.and adjusted by the National Geodetic Survey in June 1991..
 SV0472
 SV0472.The geoid height was determined by GEOID03.
 SV0472
 SV0472.The dynamic height is computed by dividing the NAVD 88
 SV0472.geopotential number by the normal gravity value computed on the
 SV0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0472.degrees latitude (g = 980.6199 gals.).
 SV0472
 SV0472.The modeled gravity was interpolated from observed gravity values.
 SV0472
 SV0472;                    North         East    Units  Estimated Accuracy
 SV0472;SPC ID W     -   659,880.      743,730.      MT  (+/- 180 meters Scaled)
 SV0472
 SV0472                          SUPERSEDED SURVEY CONTROL
 SV0472
 SV0472  NGVD 29 (??/??/92)  762.10   (m)         2500.3    (f) COMPUTED    2 0
 SV0472
 SV0472.Superseded values are not recommended for survey control.
 SV0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0472.See file dsdata.txt to determine how the superseded data were derived.
 SV0472
 SV0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN377722(NAD 83)
 SV0472_MARKER: DB = BENCH MARK DISK
 SV0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0472_STAMPING: D-132 1935
 SV0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0472+STABILITY: SURFACE MOTION
 SV0472
 SV0472  HISTORY     - Date     Condition        Report By
 SV0472  HISTORY     - 1935     MONUMENTED       CGS
 SV0472  HISTORY     - 1956     MARK NOT FOUND   USGS
 SV0472
 SV0472                          STATION DESCRIPTION
 SV0472
 SV0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0472'11.2 MI W FROM CATALDO.
 SV0472'11.2 MILES WEST OF, ALONG U.S. HWY. NO 10, FROM ORE-WASH. R.R.
 SV0472'STATION. ABOUT 125 FEET NORTHWEST OF CUT SOUTHWEST OF HIGHWAY NO. 10.
 SV0472'ABOUT 120 FEET SOUTHEAST OF CUT NORTHEAST OF HIGHWAY NO. 10. ON THE
 SV0472'OUTSIDE OF ROAD CURVE, ON THE SOUTHEAST SLOPE OF POINT, 77 FEET SOUTH
 SV0472'OF CENTER OF CULVERT THRU WHICH THE 4TH OF JULY CANYON CREEK PASSES
 SV0472'FROM THE SOUTHEAST TO THE NORTHEAST SIDE OF HIGHWAY NO. 10, 49 FEET
 SV0472'SOUTHWEST OF CENTERLINE OF HIGHWAY AND ON HIGHWAY LEVEL.  TABLET SET
 SV0472'IN PRECAST CONCRETE POST.
 SV0472
 SV0472                          STATION RECOVERY (1956)
 SV0472
 SV0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SV0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0274 ***********************************************************************
 SV0274  DESIGNATION -  D 133
 SV0274  PID         -  SV0274
 SV0274  STATE/COUNTY-  ID/KOOTENAI
 SV0274  USGS QUAD   -  BLACK LAKE (1996)
 SV0274
 SV0274                         *CURRENT SURVEY CONTROL
 SV0274  ___________________________________________________________________
 SV0274* NAD 83(1986)-  47 24 17.     (N)    116 44 23.     (W)     SCALED    
 SV0274* NAVD 88     -       652.161  (meters)    2139.63   (feet)  ADJUSTED  
 SV0274  ___________________________________________________________________
 SV0274  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 SV0274  DYNAMIC HT  -         652.154 (meters)    2139.61  (feet)  COMP
 SV0274  MODELED GRAV-     980,580.7   (mgal)                       NAVD 88
 SV0274
 SV0274  VERT ORDER  -  SECOND    CLASS 0
 SV0274
 SV0274.The horizontal coordinates were scaled from a topographic map and have
 SV0274.an estimated accuracy of +/- 6 seconds.
 SV0274
 SV0274.The orthometric height was determined by differential leveling
 SV0274.and adjusted by the National Geodetic Survey in June 1991..
 SV0274
 SV0274.The geoid height was determined by GEOID03.
 SV0274
 SV0274.The dynamic height is computed by dividing the NAVD 88
 SV0274.geopotential number by the normal gravity value computed on the
 SV0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0274.degrees latitude (g = 980.6199 gals.).
 SV0274
 SV0274.The modeled gravity was interpolated from observed gravity values.
 SV0274
 SV0274;                    North         East    Units  Estimated Accuracy
 SV0274;SPC ID W     -   638,060.      725,300.      MT  (+/- 180 meters Scaled)
 SV0274
 SV0274                          SUPERSEDED SURVEY CONTROL
 SV0274
 SV0274  NGVD 29 (??/??/92)  651.035  (m)         2135.94   (f) ADJ UNCH    2 0
 SV0274
 SV0274.Superseded values are not recommended for survey control.
 SV0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0274.See file dsdata.txt to determine how the superseded data were derived.
 SV0274
 SV0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN196501(NAD 83)
 SV0274_MARKER: DB = BENCH MARK DISK
 SV0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0274_STAMPING: D 133 1935
 SV0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0274+STABILITY: SURFACE MOTION
 SV0274
 SV0274  HISTORY     - Date     Condition        Report By
 SV0274  HISTORY     - 1935     MONUMENTED       CGS
 SV0274
 SV0274                          STATION DESCRIPTION
 SV0274
 SV0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0274'4.3 MI SW FROM HARRISON.
 SV0274'4.3 MILES SOUTHWEST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0274'NAVIGATION CO. RAILROAD FROM THE STATION AT HARRISON, KOOTENAI COUNTY,
 SV0274'0.3 MILE NORTH OF MILEPOST 26, ABOUT 150 FEET NORTHWEST OF THE STATION
 SV0274'AT OGARA, 35.2 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND
 SV0274'2.4 FEET NORTHEAST OF THE NORTHEAST END OF A BARRICADE ACROSS A DIRT
 SV0274'ROAD.  A STANDARD DISK, STAMPED D 133 1935 AND SET IN THE TOP OF A
 SV0274'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0281 ***********************************************************************
 SV0281  DESIGNATION -  D 134
 SV0281  PID         -  SV0281
 SV0281  STATE/COUNTY-  ID/KOOTENAI
 SV0281  USGS QUAD   -  BLACK LAKE (1996)
 SV0281
 SV0281                         *CURRENT SURVEY CONTROL
 SV0281  ___________________________________________________________________
 SV0281* NAD 83(1986)-  47 27 36.     (N)    116 39 26.     (W)     SCALED    
 SV0281* NAVD 88     -       649.870  (meters)    2132.12   (feet)  ADJUSTED  
 SV0281  ___________________________________________________________________
 SV0281  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 SV0281  DYNAMIC HT  -         649.864 (meters)    2132.10  (feet)  COMP
 SV0281  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 SV0281
 SV0281  VERT ORDER  -  SECOND    CLASS 0
 SV0281
 SV0281.The horizontal coordinates were scaled from a topographic map and have
 SV0281.an estimated accuracy of +/- 6 seconds.
 SV0281
 SV0281.The orthometric height was determined by differential leveling
 SV0281.and adjusted by the National Geodetic Survey in June 1991..
 SV0281
 SV0281.The geoid height was determined by GEOID03.
 SV0281
 SV0281.The dynamic height is computed by dividing the NAVD 88
 SV0281.geopotential number by the normal gravity value computed on the
 SV0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0281.degrees latitude (g = 980.6199 gals.).
 SV0281
 SV0281.The modeled gravity was interpolated from observed gravity values.
 SV0281
 SV0281;                    North         East    Units  Estimated Accuracy
 SV0281;SPC ID W     -   644,130.      731,600.      MT  (+/- 180 meters Scaled)
 SV0281
 SV0281                          SUPERSEDED SURVEY CONTROL
 SV0281
 SV0281  NGVD 29 (??/??/92)  648.749  (m)         2128.44   (f) ADJ UNCH    2 0
 SV0281
 SV0281.Superseded values are not recommended for survey control.
 SV0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0281.See file dsdata.txt to determine how the superseded data were derived.
 SV0281
 SV0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN258563(NAD 83)
 SV0281_MARKER: DB = BENCH MARK DISK
 SV0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0281_STAMPING: D 134 1935
 SV0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0281+STABILITY: SURFACE MOTION
 SV0281
 SV0281  HISTORY     - Date     Condition        Report By
 SV0281  HISTORY     - 1935     MONUMENTED       CGS
 SV0281  HISTORY     - 1957     GOOD             NGS
 SV0281
 SV0281                          STATION DESCRIPTION
 SV0281
 SV0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SV0281'IN BLACK LAKE.
 SV0281'AT THE ABANDONED SITE OF BLACK LAKE, KOOTENAI COUNTY, 0.7 MILE
 SV0281'SOUTHWEST OF MILEPOST 39, ABOUT 150 FEET SOUTHEAST OF THE NORTH SIDE
 SV0281'OF A DIKE, AND 2.5 FEET SOUTHEAST OF A TELEPHONE POLE.  NOTE-- 4.4
 SV0281'MILES NORTHEAST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0281'NAVIGATION CO. RAILROAD FROM THE STATION AT SPRINGSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0300 ***********************************************************************
 SV0300  DESIGNATION -  D 135
 SV0300  PID         -  SV0300
 SV0300  STATE/COUNTY-  ID/BENEWAH
 SV0300  USGS QUAD   -  ST MARIES (1995)
 SV0300
 SV0300                         *CURRENT SURVEY CONTROL
 SV0300  ___________________________________________________________________
 SV0300* NAD 83(1986)-  47 19 34.     (N)    116 33 55.     (W)     SCALED    
 SV0300* NAVD 88     -       648.974  (meters)    2129.18   (feet)  ADJUSTED  
 SV0300  ___________________________________________________________________
 SV0300  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 SV0300  DYNAMIC HT  -         648.961 (meters)    2129.13  (feet)  COMP
 SV0300  MODELED GRAV-     980,572.9   (mgal)                       NAVD 88
 SV0300
 SV0300  VERT ORDER  -  SECOND    CLASS 0
 SV0300
 SV0300.The horizontal coordinates were scaled from a topographic map and have
 SV0300.an estimated accuracy of +/- 6 seconds.
 SV0300
 SV0300.The orthometric height was determined by differential leveling
 SV0300.and adjusted by the National Geodetic Survey in June 1991..
 SV0300
 SV0300.The geoid height was determined by GEOID03.
 SV0300
 SV0300.The dynamic height is computed by dividing the NAVD 88
 SV0300.geopotential number by the normal gravity value computed on the
 SV0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0300.degrees latitude (g = 980.6199 gals.).
 SV0300
 SV0300.The modeled gravity was interpolated from observed gravity values.
 SV0300
 SV0300;                    North         East    Units  Estimated Accuracy
 SV0300;SPC ID W     -   629,170.      738,380.      MT  (+/- 180 meters Scaled)
 SV0300
 SV0300                          SUPERSEDED SURVEY CONTROL
 SV0300
 SV0300  NGVD 29 (??/??/92)  647.853  (m)         2125.50   (f) ADJ UNCH    2 0
 SV0300
 SV0300.Superseded values are not recommended for survey control.
 SV0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0300.See file dsdata.txt to determine how the superseded data were derived.
 SV0300
 SV0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN328414(NAD 83)
 SV0300_MARKER: DB = BENCH MARK DISK
 SV0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0300_STAMPING: D 135 1935
 SV0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0300+STABILITY: SURFACE MOTION
 SV0300
 SV0300  HISTORY     - Date     Condition        Report By
 SV0300  HISTORY     - 1935     MONUMENTED       CGS
 SV0300  HISTORY     - 1963     GOOD             NGS
 SV0300  HISTORY     - 1982     MARK NOT FOUND   NGS
 SV0300
 SV0300                          STATION DESCRIPTION
 SV0300
 SV0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0300'1.1 MI NE FROM ST MARIES.
 SV0300'1.1 MILES NORTHEAST ALONG THE ST. MARIES AVERY ROAD FROM THE POST
 SV0300'OFFICE AT ST. MARIES, 31 FEET EAST OF THE CENTER OF THE HIGHWAY, 24
 SV0300'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MR. LEE CARPENTERS HOUSE, 5
 SV0300'FEET NORTHEAST OF THE SOUTHWEST CORNER OF A YARD FENCE, 2 FEET SOUTH
 SV0300'OF A WILLOW TREE AND 1 1/2 FEET NORTH OF A FENCE.  THE MONUMENT
 SV0300'PROJECTS 1 INCH.
 SV0300
 SV0300                          STATION RECOVERY (1982)
 SV0300
 SV0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SV0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0523 ***********************************************************************
 QA0523  DESIGNATION -  D 136
 QA0523  PID         -  QA0523
 QA0523  STATE/COUNTY-  ID/VALLEY
 QA0523  USGS QUAD   -  EAGLE NEST (1988)
 QA0523
 QA0523                         *CURRENT SURVEY CONTROL
 QA0523  ___________________________________________________________________
 QA0523* NAD 83(1986)-  44 30 57.     (N)    115 58 12.     (W)     SCALED    
 QA0523* NAVD 88     -      1484.873  (meters)    4871.62   (feet)  ADJUSTED  
 QA0523  ___________________________________________________________________
 QA0523  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 QA0523  DYNAMIC HT  -        1484.178 (meters)    4869.34  (feet)  COMP
 QA0523  MODELED GRAV-     980,097.7   (mgal)                       NAVD 88
 QA0523
 QA0523  VERT ORDER  -  SECOND    CLASS 0
 QA0523
 QA0523.The horizontal coordinates were scaled from a topographic map and have
 QA0523.an estimated accuracy of +/- 6 seconds.
 QA0523
 QA0523.The orthometric height was determined by differential leveling
 QA0523.and adjusted by the National Geodetic Survey in June 1991..
 QA0523
 QA0523.The geoid height was determined by GEOID03.
 QA0523
 QA0523.The dynamic height is computed by dividing the NAVD 88
 QA0523.geopotential number by the normal gravity value computed on the
 QA0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0523.degrees latitude (g = 980.6199 gals.).
 QA0523
 QA0523.The modeled gravity was interpolated from observed gravity values.
 QA0523
 QA0523;                    North         East    Units  Estimated Accuracy
 QA0523;SPC ID W     -   316,530.      782,510.      MT  (+/- 180 meters Scaled)
 QA0523
 QA0523                          SUPERSEDED SURVEY CONTROL
 QA0523
 QA0523  NGVD 29 (??/??/92) 1483.775  (m)         4868.02   (f) ADJ UNCH    2 0
 QA0523
 QA0523.Superseded values are not recommended for survey control.
 QA0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0523.See file dsdata.txt to determine how the superseded data were derived.
 QA0523
 QA0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK818296(NAD 83)
 QA0523_MARKER: DB = BENCH MARK DISK
 QA0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0523_STAMPING: D 136 1935
 QA0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0523+STABILITY: SURFACE MOTION
 QA0523
 QA0523  HISTORY     - Date     Condition        Report By
 QA0523  HISTORY     - 1935     MONUMENTED       CGS
 QA0523
 QA0523                          STATION DESCRIPTION
 QA0523
 QA0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0523'5.3 MI NE FROM CASCADE.
 QA0523'5.3 MILES NORTHEAST ALONG THE KNOX ROAD FROM THE OREGON SHORT LINE
 QA0523'RAILROAD STATION ON AT CASCADE, VALLEY COUNTY, 0.2 MILE EAST OF
 QA0523'PEARSOL CREEK, 0.1 MILE SOUTHWEST OF THE JUNCTION OF THE THUNDER CITY
 QA0523'TRAIL, ABOUT 150 FEET SOUTHWEST OF THE SUMMIT OF A KNOLL, 110 FEET
 QA0523'EAST OF A CULVERT AT THE WEST END OF A CURVE, NEAR THE MIDDLE OF A
 QA0523'CURVE, 34.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20 FEET
 QA0523'SOUTHWEST OF A POLE, AND 1 FOOT NORTH OF THE PROPERTY-LINE FENCE.  A
 QA0523'STANDARD DISK, STAMPED D 136 1935 AND SET IN THE TOP OF A CONCRETE
 QA0523'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0048 ***********************************************************************
 QB0048  DESIGNATION -  D 137
 QB0048  PID         -  QB0048
 QB0048  STATE/COUNTY-  ID/ADAMS
 QB0048  USGS QUAD   -  MEADOWS (1973)
 QB0048
 QB0048                         *CURRENT SURVEY CONTROL
 QB0048  ___________________________________________________________________
 QB0048* NAD 83(1986)-  44 57 21.     (N)    116 13 19.     (W)     SCALED    
 QB0048* NAVD 88     -      1249.026  (meters)    4097.85   (feet)  ADJUSTED  
 QB0048  ___________________________________________________________________
 QB0048  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 QB0048  DYNAMIC HT  -        1248.538 (meters)    4096.25  (feet)  COMP
 QB0048  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 QB0048
 QB0048  VERT ORDER  -  SECOND    CLASS 0
 QB0048
 QB0048.The horizontal coordinates were scaled from a topographic map and have
 QB0048.an estimated accuracy of +/- 6 seconds.
 QB0048
 QB0048.The orthometric height was determined by differential leveling
 QB0048.and adjusted by the National Geodetic Survey in June 1991..
 QB0048
 QB0048.The geoid height was determined by GEOID03.
 QB0048
 QB0048.The dynamic height is computed by dividing the NAVD 88
 QB0048.geopotential number by the normal gravity value computed on the
 QB0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0048.degrees latitude (g = 980.6199 gals.).
 QB0048
 QB0048.The modeled gravity was interpolated from observed gravity values.
 QB0048
 QB0048;                    North         East    Units  Estimated Accuracy
 QB0048;SPC ID W     -   365,510.      762,760.      MT  (+/- 180 meters Scaled)
 QB0048
 QB0048                          SUPERSEDED SURVEY CONTROL
 QB0048
 QB0048  NGVD 29 (??/??/92) 1247.874  (m)         4094.07   (f) ADJ UNCH    2 0
 QB0048
 QB0048.Superseded values are not recommended for survey control.
 QB0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0048.See file dsdata.txt to determine how the superseded data were derived.
 QB0048
 QB0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK613783(NAD 83)
 QB0048_MARKER: DB = BENCH MARK DISK
 QB0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0048_STAMPING: D 137 1935
 QB0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0048+STABILITY: SURFACE MOTION
 QB0048
 QB0048  HISTORY     - Date     Condition        Report By
 QB0048  HISTORY     - 1935     MONUMENTED       CGS
 QB0048  HISTORY     - 1973     GOOD             USGS
 QB0048
 QB0048                          STATION DESCRIPTION
 QB0048
 QB0048'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QB0048'3.2 MI E FROM NEW MEADOWS.
 QB0048'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 55 FROM THE JUNCTION WITH
 QB0048'U.S. HIGHWAY 95 AT NEW MEADOWS, ADAMS COUNTY, 1.4 MILES EAST ALONG
 QB0048'STATE HIGHWAY 55 FROM THE FORMER SCHOOL AT MEADOWS, 0.1 MILE WEST OF A
 QB0048'CURVE TO THE NORTHEAST, 41 FEET NORTH OF THE CENTERLINE OF THE
 QB0048'HIGHWAY, 16 FEET SOUTHEAST OF A PRIVATE DRIVEWAY, AND 0.5 FEET EAST OF
 QB0048'A WITNESS POST.  A STANDARD DISK, STAMPED D 137 1935 AND SET IN THE
 QB0048'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0549 ***********************************************************************
 QA0549  DESIGNATION -  D 138
 QA0549  PID         -  QA0549
 QA0549  STATE/COUNTY-  ID/VALLEY
 QA0549  USGS QUAD   -  LANDMARK (1988)
 QA0549
 QA0549                         *CURRENT SURVEY CONTROL
 QA0549  ___________________________________________________________________
 QA0549* NAD 83(1986)-  44 38 51.     (N)    115 36 46.     (W)     SCALED    
 QA0549* NAVD 88     -      1854.335  (meters)    6083.76   (feet)  POSTED    
 QA0549  ___________________________________________________________________
 QA0549  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 QA0549  DYNAMIC HT  -        1853.290 (meters)    6080.34  (feet)  COMP
 QA0549  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 QA0549
 QA0549  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QA0549
 QA0549.The horizontal coordinates were scaled from a topographic map and have
 QA0549.an estimated accuracy of +/- 6 seconds.
 QA0549
 QA0549.The orthometric height was determined by differential leveling
 QA0549.and adjusted by the National Geodetic Survey in 1992..
 QA0549.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QA0549.rate of 4.1 thru 8.0 mm/km.
 QA0549
 QA0549.The geoid height was determined by GEOID03.
 QA0549
 QA0549.The dynamic height is computed by dividing the NAVD 88
 QA0549.geopotential number by the normal gravity value computed on the
 QA0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0549.degrees latitude (g = 980.6199 gals.).
 QA0549
 QA0549.The modeled gravity was interpolated from observed gravity values.
 QA0549
 QA0549;                    North         East    Units  Estimated Accuracy
 QA0549;SPC ID W     -   331,150.      810,890.      MT  (+/- 180 meters Scaled)
 QA0549
 QA0549                          SUPERSEDED SURVEY CONTROL
 QA0549
 QA0549  NGVD 29 (??/??/92) 1853.024  (m)         6079.46   (f) ADJ UNCH    2 0
 QA0549
 QA0549.Superseded values are not recommended for survey control.
 QA0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0549.See file dsdata.txt to determine how the superseded data were derived.
 QA0549
 QA0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK100447(NAD 83)
 QA0549_MARKER: DB = BENCH MARK DISK
 QA0549_SETTING: 66 = SET IN ROCK OUTCROP
 QA0549_SP_SET: ROCK OUTCROP
 QA0549_STAMPING: D 138 1935
 QA0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0549+STABILITY: POSITION/ELEVATION WELL
 QA0549
 QA0549  HISTORY     - Date     Condition        Report By
 QA0549  HISTORY     - 1935     MONUMENTED       CGS
 QA0549
 QA0549                          STATION DESCRIPTION
 QA0549
 QA0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0549'5.3 MI E FROM KNOX.
 QA0549'5.3 MILES EAST ALONG THE LANDMARK ROAD FROM THE WARM LAKE ROAD
 QA0549'JUNCTION AT KNOX, VALLEY COUNTY, ABOUT 0.2 MILE SOUTH OF A BRIDGE,
 QA0549'ABOUT 135 YARDS SOUTHWEST OF A WHITE POST MARKED 29, ABOUT 75 FEET
 QA0549'SOUTHWEST OF A PIPE CULVERT, 35.5 FEET WEST OF THE CENTER LINE OF THE
 QA0549'ROAD, 22 FEET SOUTHWEST OF A BOULDER, IN THE TOP OF A ROCK OUTCROP,
 QA0549'AND ABOUT 3 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED D
 QA0549'138 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0074 ***********************************************************************
 QB0074  DESIGNATION -  D 139
 QB0074  PID         -  QB0074
 QB0074  STATE/COUNTY-  ID/VALLEY
 QB0074  USGS QUAD   -  DONNELLY (1985)
 QB0074
 QB0074                         *CURRENT SURVEY CONTROL
 QB0074  ___________________________________________________________________
 QB0074* NAD 83(1986)-  44 41 15.     (N)    116 04 34.     (W)     SCALED    
 QB0074* NAVD 88     -      1480.323  (meters)    4856.69   (feet)  ADJUSTED  
 QB0074  ___________________________________________________________________
 QB0074  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 QB0074  DYNAMIC HT  -        1479.672 (meters)    4854.56  (feet)  COMP
 QB0074  MODELED GRAV-     980,125.7   (mgal)                       NAVD 88
 QB0074
 QB0074  VERT ORDER  -  SECOND    CLASS 0
 QB0074
 QB0074.The horizontal coordinates were scaled from a topographic map and have
 QB0074.an estimated accuracy of +/- 6 seconds.
 QB0074
 QB0074.The orthometric height was determined by differential leveling
 QB0074.and adjusted by the National Geodetic Survey in June 1991..
 QB0074
 QB0074.The geoid height was determined by GEOID03.
 QB0074
 QB0074.The dynamic height is computed by dividing the NAVD 88
 QB0074.geopotential number by the normal gravity value computed on the
 QB0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0074.degrees latitude (g = 980.6199 gals.).
 QB0074
 QB0074.The modeled gravity was interpolated from observed gravity values.
 QB0074
 QB0074;                    North         East    Units  Estimated Accuracy
 QB0074;SPC ID W     -   335,630.      774,150.      MT  (+/- 180 meters Scaled)
 QB0074
 QB0074                          SUPERSEDED SURVEY CONTROL
 QB0074
 QB0074  NGVD 29 (??/??/92) 1479.215  (m)         4853.06   (f) ADJ UNCH    2 0
 QB0074
 QB0074.Superseded values are not recommended for survey control.
 QB0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0074.See file dsdata.txt to determine how the superseded data were derived.
 QB0074
 QB0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK732486(NAD 83)
 QB0074_MARKER: DB = BENCH MARK DISK
 QB0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0074_STAMPING: D 139 1935
 QB0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0074+STABILITY: SURFACE MOTION
 QB0074
 QB0074  HISTORY     - Date     Condition        Report By
 QB0074  HISTORY     - 1935     MONUMENTED       CGS
 QB0074
 QB0074                          STATION DESCRIPTION
 QB0074
 QB0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0074'3.3 MI S FROM DONNELLY.
 QB0074'ABOUT 3.3 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 QB0074'HIGH SCHOOL AT DONNELLY, VALLEY COUNTY, ABOUT 0.1 MILE NORTH OF
 QB0074'MILEPOST 112, ABOUT 98 FEET EAST OF THE CENTER OF A ROAD CROSSING, 1
 QB0074'FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 10 FEET HIGHER THAN THE
 QB0074'TRACK.  A STANDARD DISK, STAMPED D 139 1935 AND SET IN THE TOP OF A
 QB0074'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0159 ***********************************************************************
 QB0159  DESIGNATION -  D 140
 QB0159  PID         -  QB0159
 QB0159  STATE/COUNTY-  ID/VALLEY
 QB0159  USGS QUAD   -  SMITHS FERRY (1985)
 QB0159
 QB0159                         *CURRENT SURVEY CONTROL
 QB0159  ___________________________________________________________________
 QB0159* NAD 83(1986)-  44 20 50.     (N)    116 01 35.     (W)     SCALED    
 QB0159* NAVD 88     -      1463.528  (meters)    4801.59   (feet)  POSTED    
 QB0159  ___________________________________________________________________
 QB0159  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 QB0159  DYNAMIC HT  -        1462.850 (meters)    4799.37  (feet)  COMP
 QB0159  MODELED GRAV-     980,103.9   (mgal)                       NAVD 88
 QB0159
 QB0159  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QB0159
 QB0159.The horizontal coordinates were scaled from a topographic map and have
 QB0159.an estimated accuracy of +/- 6 seconds.
 QB0159
 QB0159.The orthometric height was determined by differential leveling
 QB0159.and adjusted by the National Geodetic Survey in 1992..
 QB0159.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QB0159.rate of 4.1 thru 8.0 mm/km.
 QB0159
 QB0159.The geoid height was determined by GEOID03.
 QB0159
 QB0159.The dynamic height is computed by dividing the NAVD 88
 QB0159.geopotential number by the normal gravity value computed on the
 QB0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0159.degrees latitude (g = 980.6199 gals.).
 QB0159
 QB0159.The modeled gravity was interpolated from observed gravity values.
 QB0159
 QB0159;                    North         East    Units  Estimated Accuracy
 QB0159;SPC ID W     -   297,810.      777,960.      MT  (+/- 180 meters Scaled)
 QB0159
 QB0159                          SUPERSEDED SURVEY CONTROL
 QB0159
 QB0159  NGVD 29 (??/??/92) 1462.361  (m)         4797.76   (f) ADJ UNCH    2 0
 QB0159
 QB0159.Superseded values are not recommended for survey control.
 QB0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0159.See file dsdata.txt to determine how the superseded data were derived.
 QB0159
 QB0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK776109(NAD 83)
 QB0159_MARKER: DB = BENCH MARK DISK
 QB0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0159_SP_SET: CULVERT
 QB0159_STAMPING: D 140 1935
 QB0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0159
 QB0159  HISTORY     - Date     Condition        Report By
 QB0159  HISTORY     - 1935     MONUMENTED       CGS
 QB0159
 QB0159                          STATION DESCRIPTION
 QB0159
 QB0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0159'5.3 MI NE FROM SMITHS FERRY.
 QB0159'5.3 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE FIRE WARDEN
 QB0159'RESIDENCE AT SMITHS FERRY, VALLEY COUNTY, ABOUT 0.1 MILE NORTH OF A
 QB0159'RIGHT-OF-WAY MARKER STAMPED 2364+10.0 P.O.T., 25 FEET EAST OF THE
 QB0159'CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE NORTH END OF THE EAST
 QB0159'HEAD WALL OF A 3-FOOT PIPE CULVERT, AND ABOUT 3 FEET LOWER THAN THE
 QB0159'ROADWAY.  A STANDARD DISK, STAMPED D 140 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0021 ***********************************************************************
 OH0021  DESIGNATION -  D 141
 OH0021  PID         -  OH0021
 OH0021  STATE/COUNTY-  ID/CANYON
 OH0021  USGS QUAD   -  NAMPA (1971)
 OH0021
 OH0021                         *CURRENT SURVEY CONTROL
 OH0021  ___________________________________________________________________
 OH0021* NAD 83(1986)-  43 36 38.     (N)    116 30 50.     (W)     SCALED    
 OH0021* NAVD 88     -       762.935  (meters)    2503.06   (feet)  ADJUSTED  
 OH0021  ___________________________________________________________________
 OH0021  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 OH0021  DYNAMIC HT  -         762.674 (meters)    2502.21  (feet)  COMP
 OH0021  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 OH0021
 OH0021  VERT ORDER  -  FIRST     CLASS II
 OH0021
 OH0021.The horizontal coordinates were scaled from a topographic map and have
 OH0021.an estimated accuracy of +/- 6 seconds.
 OH0021
 OH0021.The orthometric height was determined by differential leveling
 OH0021.and adjusted by the National Geodetic Survey in June 1991..
 OH0021
 OH0021.The geoid height was determined by GEOID03.
 OH0021
 OH0021.The dynamic height is computed by dividing the NAVD 88
 OH0021.geopotential number by the normal gravity value computed on the
 OH0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0021.degrees latitude (g = 980.6199 gals.).
 OH0021
 OH0021.The modeled gravity was interpolated from observed gravity values.
 OH0021
 OH0021;                    North         East    Units  Estimated Accuracy
 OH0021;SPC ID W     -   216,210.      738,340.      MT  (+/- 180 meters Scaled)
 OH0021
 OH0021                          SUPERSEDED SURVEY CONTROL
 OH0021
 OH0021.No superseded survey control is available for this station.
 OH0021
 OH0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ392287(NAD 83)
 OH0021_MARKER: DB = BENCH MARK DISK
 OH0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0021_STAMPING: D 141 1935
 OH0021_MARK LOGO: CGS   
 OH0021_PROJECTION: FLUSH
 OH0021_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0021+STABILITY: SURFACE MOTION
 OH0021
 OH0021  HISTORY     - Date     Condition        Report By
 OH0021  HISTORY     - 1935     MONUMENTED       CGS
 OH0021  HISTORY     - 1936     GOOD             NGS
 OH0021  HISTORY     - 1979     GOOD             NGS
 OH0021  HISTORY     - 1983     GOOD             NGS
 OH0021  HISTORY     - 19990511 GOOD             IDTD
 OH0021  HISTORY     - 19990524 GOOD             IDTD
 OH0021
 OH0021                          STATION DESCRIPTION
 OH0021
 OH0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OH0021'3.4 MI E FROM NAMPA.
 OH0021'3.4 MILES EAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE LAKEVIEW
 OH0021'PARK AT NAMPA, CANYON COUNTY, 0.3 MILE EAST OF MILEPOST B 464, 140
 OH0021'FEET NORTH OF THE CENTERLINE OF THE TRACK, 90 FEET EAST OF THE HAROLD
 OH0021'SMITH RESIDENCE, 30.5 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 OH0021'GRAVEL ROAD, AND IN THE SOUTHEAST CORNER OF THE YARD. A STANDARD DISK,
 OH0021'STAMPED D 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
 OH0021
 OH0021                          STATION RECOVERY (1979)
 OH0021
 OH0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0021'30 FEET NORTH OF FENCE CORNER 30 FEET WEST OF CENTERLINE OF ROAD.
 OH0021
 OH0021                          STATION RECOVERY (1983)
 OH0021
 OH0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0021'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.5 KM
 OH0021'(3.4 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN NAMPA,
 OH0021'THENCE 0.8 KM (0.5 MI) NORTH ALONG CANADA ROAD, IN THE NORTHWEST
 OH0021'CORNER OF THE UNION PACIFIC RAILROAD CROSSING AND IN THE SOUTHEAST
 OH0021'CORNER OF A YARD, 9.5 METERS (31 FT) WEST OF THE CENTER OF CANADA
 OH0021'ROAD, 42.0 METERS (139 FT) NORTH OF THE NORTH RAIL, 25.0 METERS
 OH0021'(82 FT) EAST OF THE SOUTHEAST CORNER OF A SMALL WOOD FRAME HOUSE, 20.5
 OH0021'METERS (67 FT) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY, 6.0 METERS
 OH0021'(20 FT) NORTH OF A CANAL.
 OH0021'THE MARK IS 0.5 M BELOW THE ROAD.
 OH0021
 OH0021                          STATION RECOVERY (1999)
 OH0021
 OH0021'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 OH0021'RECOVERED AS DESCRIBED.
 OH0021
 OH0021                          STATION RECOVERY (1999)
 OH0021
 OH0021'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 OH0021'MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1983.  MARK
 OH0021'IS SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0060 ***********************************************************************
 OH0060  DESIGNATION -  D 142
 OH0060  PID         -  OH0060
 OH0060  STATE/COUNTY-  ID/ADA
 OH0060  USGS QUAD   -  LUCKY PEAK (1972)
 OH0060
 OH0060                         *CURRENT SURVEY CONTROL
 OH0060  ___________________________________________________________________
 OH0060* NAD 83(1986)-  43 31 48.     (N)    116 04 28.     (W)     SCALED    
 OH0060* NAVD 88     -       864.400  (meters)    2835.95   (feet)  ADJUSTED  
 OH0060  ___________________________________________________________________
 OH0060  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 OH0060  DYNAMIC HT  -         864.052 (meters)    2834.81  (feet)  COMP
 OH0060  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 OH0060
 OH0060  VERT ORDER  -  SECOND    CLASS 0
 OH0060
 OH0060.The horizontal coordinates were scaled from a topographic map and have
 OH0060.an estimated accuracy of +/- 6 seconds.
 OH0060
 OH0060.The orthometric height was determined by differential leveling
 OH0060.and adjusted by the National Geodetic Survey in June 1991..
 OH0060
 OH0060.The geoid height was determined by GEOID03.
 OH0060
 OH0060.The dynamic height is computed by dividing the NAVD 88
 OH0060.geopotential number by the normal gravity value computed on the
 OH0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0060.degrees latitude (g = 980.6199 gals.).
 OH0060
 OH0060.The modeled gravity was interpolated from observed gravity values.
 OH0060
 OH0060;                    North         East    Units  Estimated Accuracy
 OH0060;SPC ID W     -   207,030.      773,780.      MT  (+/- 180 meters Scaled)
 OH0060
 OH0060                          SUPERSEDED SURVEY CONTROL
 OH0060
 OH0060  NGVD 29 (??/??/92)  863.418  (m)         2832.73   (f) ADJ UNCH    2 0
 OH0060
 OH0060.Superseded values are not recommended for survey control.
 OH0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0060.See file dsdata.txt to determine how the superseded data were derived.
 OH0060
 OH0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ747200(NAD 83)
 OH0060_MARKER: DB = BENCH MARK DISK
 OH0060_SETTING: 80 = SET IN A BOULDER
 OH0060_SP_SET: LAVA BOULDER
 OH0060_STAMPING: D 142 1935
 OH0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0060+STABILITY: SURFACE MOTION
 OH0060
 OH0060  HISTORY     - Date     Condition        Report By
 OH0060  HISTORY     - 1935     MONUMENTED       CGS
 OH0060  HISTORY     - 1954     GOOD             USGS
 OH0060  HISTORY     - 1971     MARK NOT FOUND   NGS
 OH0060
 OH0060                          STATION DESCRIPTION
 OH0060
 OH0060'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OH0060'9.7 MI SE FROM BOISE.
 OH0060'9.7 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 OH0060'BOISE, ADA COUNTY, 1.1 MILE EAST OF THE BOISE RIVER, RECLAMATION DAM,
 OH0060'400 FEET SOUTHEAST OF A SMALL BOX CANYON FORMED BY LAVA FLOW, 100 FEET
 OH0060'NORTHEAST OF A POLE, 70 FEET NORTHEAST OF THE CENTERLINE OF THE
 OH0060'HIGHWAY, WEST OF A 6- BY 6-FOOT LAVA BOULDER PROJECTING ABOUT 3 FEET
 OH0060'ABOVE GROUND, IN THE TOP OF A LAVA BOULDER, AND ABOUT LEVEL WITH THE
 OH0060'GROUND.  A STANDARD DISK, STAMPED D 142 1935.  NOTE-- MINING ACTIVITY
 OH0060'IN THE AREA.
 OH0060
 OH0060                          STATION RECOVERY (1971)
 OH0060
 OH0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OH0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0286 ***********************************************************************
 RZ0286  DESIGNATION -  D 143
 RZ0286  PID         -  RZ0286
 RZ0286  STATE/COUNTY-  ID/NEZ PERCE
 RZ0286  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0286
 RZ0286                         *CURRENT SURVEY CONTROL
 RZ0286  ___________________________________________________________________
 RZ0286* NAD 83(1986)-  46 04 20.     (N)    116 57 08.     (W)     SCALED    
 RZ0286* NAVD 88     -       256.373  (meters)     841.12   (feet)  ADJUSTED  
 RZ0286  ___________________________________________________________________
 RZ0286  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 RZ0286  DYNAMIC HT  -         256.330 (meters)     840.98  (feet)  COMP
 RZ0286  MODELED GRAV-     980,442.0   (mgal)                       NAVD 88
 RZ0286
 RZ0286  VERT ORDER  -  FIRST     CLASS II
 RZ0286
 RZ0286.The horizontal coordinates were scaled from a topographic map and have
 RZ0286.an estimated accuracy of +/- 6 seconds.
 RZ0286
 RZ0286.The orthometric height was determined by differential leveling
 RZ0286.and adjusted by the National Geodetic Survey in June 1991..
 RZ0286
 RZ0286.The geoid height was determined by GEOID03.
 RZ0286
 RZ0286.The dynamic height is computed by dividing the NAVD 88
 RZ0286.geopotential number by the normal gravity value computed on the
 RZ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0286.degrees latitude (g = 980.6199 gals.).
 RZ0286
 RZ0286.The modeled gravity was interpolated from observed gravity values.
 RZ0286
 RZ0286;                    North         East    Units  Estimated Accuracy
 RZ0286;SPC ID W     -   490,170.      707,000.      MT  (+/- 180 meters Scaled)
 RZ0286
 RZ0286                          SUPERSEDED SURVEY CONTROL
 RZ0286
 RZ0286  NGVD 29 (??/??/92)  255.302  (m)          837.60   (f) ADJ UNCH    1 2
 RZ0286
 RZ0286.Superseded values are not recommended for survey control.
 RZ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0286.See file dsdata.txt to determine how the superseded data were derived.
 RZ0286
 RZ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM036020(NAD 83)
 RZ0286_MARKER: DD = SURVEY DISK
 RZ0286_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0286_SP_SET: ROCK OUTCROPPING
 RZ0286_STAMPING: D 143 1941 838.0
 RZ0286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0286+STABILITY: POSITION/ELEVATION WELL
 RZ0286
 RZ0286  HISTORY     - Date     Condition        Report By
 RZ0286  HISTORY     - 1941     MONUMENTED       DOD
 RZ0286  HISTORY     - 1946     GOOD             NGS
 RZ0286
 RZ0286                          STATION DESCRIPTION
 RZ0286
 RZ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0286'1.75 MI S FROM ROGERSBURG.
 RZ0286'ALONG THE EAST BANK OF THE SNAKE RIVER, 1.75 MILE SOUTH OF AND ACROSS
 RZ0286'THE RIVER FROM THE JUNCTION OF THE GRANDE RONDE AND SNAKE RIVERS AT
 RZ0286'ROGERSBURG, DIRECTLY ACROSS THE RIVER FROM BENCH MARK C 143 1941, ON A
 RZ0286'LARGE PROMINENT OUTCROPPING ROCK POINT, LARGE B M ON THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0693 ***********************************************************************
 OZ0693  DESIGNATION -  D 145
 OZ0693  PID         -  OZ0693
 OZ0693  STATE/COUNTY-  ID/BOISE
 OZ0693  USGS QUAD   -  SUNSET MTN (1972)
 OZ0693
 OZ0693                         *CURRENT SURVEY CONTROL
 OZ0693  ___________________________________________________________________
 OZ0693* NAD 83(1986)-  43 54 42.     (N)    115 41 48.     (W)     SCALED    
 OZ0693* NAVD 88     -      1578.761  (meters)    5179.65   (feet)  ADJUSTED  
 OZ0693  ___________________________________________________________________
 OZ0693  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 OZ0693  DYNAMIC HT  -        1577.894 (meters)    5176.81  (feet)  COMP
 OZ0693  MODELED GRAV-     980,014.2   (mgal)                       NAVD 88
 OZ0693
 OZ0693  VERT ORDER  -  SECOND    CLASS 0
 OZ0693
 OZ0693.The horizontal coordinates were scaled from a topographic map and have
 OZ0693.an estimated accuracy of +/- 6 seconds.
 OZ0693
 OZ0693.The orthometric height was determined by differential leveling
 OZ0693.and adjusted by the National Geodetic Survey in June 1991..
 OZ0693
 OZ0693.The geoid height was determined by GEOID03.
 OZ0693
 OZ0693.The dynamic height is computed by dividing the NAVD 88
 OZ0693.geopotential number by the normal gravity value computed on the
 OZ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0693.degrees latitude (g = 980.6199 gals.).
 OZ0693
 OZ0693.The modeled gravity was interpolated from observed gravity values.
 OZ0693
 OZ0693;                    North         East    Units  Estimated Accuracy
 OZ0693;SPC ID W     -   249,380.      804,280.      MT  (+/- 180 meters Scaled)
 OZ0693
 OZ0693                          SUPERSEDED SURVEY CONTROL
 OZ0693
 OZ0693  NGVD 29 (??/??/92) 1577.568  (m)         5175.74   (f) ADJ UNCH    2 0
 OZ0693
 OZ0693.Superseded values are not recommended for survey control.
 OZ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0693.See file dsdata.txt to determine how the superseded data were derived.
 OZ0693
 OZ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ046628(NAD 83)
 OZ0693_MARKER: DB = BENCH MARK DISK
 OZ0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0693_STAMPING: D 145 1935
 OZ0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0693+STABILITY: SURFACE MOTION
 OZ0693
 OZ0693  HISTORY     - Date     Condition        Report By
 OZ0693  HISTORY     - 1935     MONUMENTED       CGS
 OZ0693  HISTORY     - 1955     GOOD             NGS
 OZ0693  HISTORY     - 1972     MARK NOT FOUND   USGS
 OZ0693
 OZ0693                          STATION DESCRIPTION
 OZ0693
 OZ0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0693'10.2 MI NE FROM IDAHO CITY.
 OZ0693'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0693'AT IDAHO CITY, BOISE COUNTY 1.2 MILES NORTHEAST OF THE CENTER OF THE
 OZ0693'CROSSING OF TEN MILE CREEK, 700 FEET NORTH OF THE JUNCTION OF HAY FORK
 OZ0693'AND MOORES CREEK, 225 FEET NORTH OF THE CENTER OF THE JUNCTION OF HAY
 OZ0693'FORK CREEK ROAD, 70 FEET SOUTH OF A CONCRETE CULVERT, AND 30 FEET WEST
 OZ0693'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 145 1935
 OZ0693'AND SET IN THE TOP OF A CONCRETE POST.
 OZ0693
 OZ0693                          STATION RECOVERY (1972)
 OZ0693
 OZ0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OZ0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0222 ***********************************************************************
 QB0222  DESIGNATION -  D 147
 QB0222  PID         -  QB0222
 QB0222  STATE/COUNTY-  ID/WASHINGTON
 QB0222  USGS QUAD   -  HOLLAND GULCH (1970)
 QB0222
 QB0222                         *CURRENT SURVEY CONTROL
 QB0222  ___________________________________________________________________
 QB0222* NAD 83(1986)-  44 14 47.     (N)    116 44 27.     (W)     SCALED    
 QB0222* NAVD 88     -       830.177  (meters)    2723.67   (feet)  ADJUSTED  
 QB0222  ___________________________________________________________________
 QB0222  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 QB0222  DYNAMIC HT  -         829.912 (meters)    2722.80  (feet)  COMP
 QB0222  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 QB0222
 QB0222  VERT ORDER  -  SECOND    CLASS 0
 QB0222
 QB0222.The horizontal coordinates were scaled from a topographic map and have
 QB0222.an estimated accuracy of +/- 6 seconds.
 QB0222
 QB0222.The orthometric height was determined by differential leveling
 QB0222.and adjusted by the National Geodetic Survey in June 1991..
 QB0222
 QB0222.The geoid height was determined by GEOID03.
 QB0222
 QB0222.The dynamic height is computed by dividing the NAVD 88
 QB0222.geopotential number by the normal gravity value computed on the
 QB0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0222.degrees latitude (g = 980.6199 gals.).
 QB0222
 QB0222.The modeled gravity was interpolated from observed gravity values.
 QB0222
 QB0222;                    North         East    Units  Estimated Accuracy
 QB0222;SPC ID W     -   287,050.      720,860.      MT  (+/- 180 meters Scaled)
 QB0222
 QB0222                          SUPERSEDED SURVEY CONTROL
 QB0222
 QB0222  NGVD 29 (??/??/92)  829.158  (m)         2720.33   (f) ADJ UNCH    2 0
 QB0222
 QB0222.Superseded values are not recommended for survey control.
 QB0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0222.See file dsdata.txt to determine how the superseded data were derived.
 QB0222
 QB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ206992(NAD 83)
 QB0222_MARKER: DB = BENCH MARK DISK
 QB0222_SETTING: 66 = SET IN ROCK OUTCROP
 QB0222_SP_SET: OUTCROP
 QB0222_STAMPING: D 147 1935
 QB0222_MARK LOGO: CGS   
 QB0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0222+STABILITY: POSITION/ELEVATION WELL
 QB0222
 QB0222  HISTORY     - Date     Condition        Report By
 QB0222  HISTORY     - 1935     MONUMENTED       CGS
 QB0222  HISTORY     - 1972     GOOD             USGS
 QB0222  HISTORY     - 1983     GOOD             NGS
 QB0222  HISTORY     - 19990524 GOOD             IDTD
 QB0222
 QB0222                          STATION DESCRIPTION
 QB0222
 QB0222'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 QB0222'13.7 MI E FROM WEISER.
 QB0222'ABOUT 13.7 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0222'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 2.9 MILES WEST OF BEAR
 QB0222'CREEK SUMMIT, ABOUT 0.3 MILE EAST OF A JUNCTION OF A ROAD LEADING SW,
 QB0222'110 FEET SOUTH OF MAIN ROAD, 39 FEET SOUTH OF THE OLD ABANDONED ROAD,
 QB0222'59 FEET SSW OF A 5 FT HIGH BOULDER, IN THE NORTH END OF A ROCK FIELD,
 QB0222'IN A ROCK OUTCROP PROJECTING ABOUT 2 FEET ABOVE GROUND, A USC AND GS
 QB0222'TABLET STAMPED D 147 1935.
 QB0222
 QB0222                          STATION RECOVERY (1983)
 QB0222
 QB0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0222'0.18 KM (0.1 MI) NORTH ALONG EAST 2ND ST. FROM THE COUNTY COURT HOUSE
 QB0222'AT WEISER, THENCE 18.6 KM (11.65 MI) EAST ALONG RIVER ROAD, THENCE
 QB0222'4.15 KM (2.6 MI) EAST ALONG SOUTH CRANE CREEK ROAD, IN TOP OF AND 0.9
 QB0222'KM (3.0 FT) WEST OF THE EAST END OF A 8 X 10 FT. GRANITE OUTCROP
 QB0222'PROJECT 3.5 FT. ABOVE THE GROUND, 0.5 KM (0.3 MI) EAST OF THE "T"
 QB0222'JCT. OF A DIRT ROAD LEADING SOUTH, AT THE WEST END OF A "S" CURVE IN
 QB0222'THE ROAD. 32.0 M (105.0 FT) SOUTH CENTERLINE ROAD. 11.9 M (39.0 FT)
 QB0222'SOUTH CENTERLINE OF THE OLD RD. BED, 0.3 M (1.0 FT) NORTH OF THE
 QB0222'SOUTH EDGE OF THE OUTCROP.
 QB0222
 QB0222                          STATION RECOVERY (1999)
 QB0222
 QB0222'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 QB0222'MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1983.  MARK
 QB0222'IS SUITABLE FOR GPS.  NO OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0246 ***********************************************************************
 QB0246  DESIGNATION -  D 148
 QB0246  PID         -  QB0246
 QB0246  STATE/COUNTY-  ID/PAYETTE
 QB0246  USGS QUAD   -  PAYETTE (1974)
 QB0246
 QB0246                         *CURRENT SURVEY CONTROL
 QB0246  ___________________________________________________________________
 QB0246* NAD 83(1986)-  44 00 33.     (N)    116 54 50.     (W)     SCALED    
 QB0246* NAVD 88     -       679.340  (meters)    2228.80   (feet)  ADJUSTED  
 QB0246  ___________________________________________________________________
 QB0246  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 QB0246  DYNAMIC HT  -         679.137 (meters)    2228.14  (feet)  COMP
 QB0246  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 QB0246
 QB0246  VERT ORDER  -  FIRST     CLASS II
 QB0246
 QB0246.The horizontal coordinates were scaled from a topographic map and have
 QB0246.an estimated accuracy of +/- 6 seconds.
 QB0246
 QB0246.The orthometric height was determined by differential leveling
 QB0246.and adjusted by the National Geodetic Survey in June 1991..
 QB0246
 QB0246.The geoid height was determined by GEOID03.
 QB0246
 QB0246.The dynamic height is computed by dividing the NAVD 88
 QB0246.geopotential number by the normal gravity value computed on the
 QB0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0246.degrees latitude (g = 980.6199 gals.).
 QB0246
 QB0246.The modeled gravity was interpolated from observed gravity values.
 QB0246
 QB0246;                    North         East    Units  Estimated Accuracy
 QB0246;SPC ID W     -   260,870.      706,670.      MT  (+/- 180 meters Scaled)
 QB0246
 QB0246                          SUPERSEDED SURVEY CONTROL
 QB0246
 QB0246  NGVD 29 (??/??/92)  678.393  (m)         2225.69   (f) ADJ UNCH    1 2
 QB0246
 QB0246.Superseded values are not recommended for survey control.
 QB0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0246.See file dsdata.txt to determine how the superseded data were derived.
 QB0246
 QB0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ069728(NAD 83)
 QB0246_MARKER: DB = BENCH MARK DISK
 QB0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0246_SP_SET: CULVERT
 QB0246_STAMPING: D 148 1935
 QB0246_MARK LOGO: CGS   
 QB0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0246
 QB0246  HISTORY     - Date     Condition        Report By
 QB0246  HISTORY     - 1935     MONUMENTED       CGS
 QB0246  HISTORY     - 1959     GOOD             NGS
 QB0246  HISTORY     - 1983     GOOD             NGS
 QB0246
 QB0246                          STATION DESCRIPTION
 QB0246
 QB0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QB0246'IN FRUITLAND.
 QB0246'AT FRUITLAND, PAYETTE COUNTY, 270 FEET NORTHWEST OF THE OREGON SHORT
 QB0246'LINE RAILROAD STATION SEMAPHORE, AT A GRADE CROSSING NORTH OF THE
 QB0246'STATION, 26 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AT A 4- BY
 QB0246'6-FOOT CONCRETE BOX CULVERT, AND IN THE TOP OF THE WEST END OF THE
 QB0246'NORTH HEADWALL.  A STANDARD DISK, STAMPED D 148 1935.
 QB0246
 QB0246                          STATION RECOVERY (1983)
 QB0246
 QB0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0246'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 QB0246'(0.1 MI) EAST ALONG US HIGHWAY 95 FROM THE POST OFFICE IN FRUITLAND,
 QB0246'ON THE OUTSIDE OF A SHARP CURVE, IN TOP OF THE SOUTHWEST END OF THE
 QB0246'NORTHWEST HEADWALL UNDER A PAVED ROAD LEADING NORTH, 60.9 METERS
 QB0246'(200 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 4.2 METERS (14 FT)
 QB0246'NORTHWEST OF THE CENTER OF THE ROAD.
 QB0246'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0052 ***********************************************************************
 OZ0052  DESIGNATION -  D 15
 OZ0052  PID         -  OZ0052
 OZ0052  STATE/COUNTY-  ID/CUSTER
 OZ0052  USGS QUAD   -  HARRY CANYON (1967)
 OZ0052
 OZ0052                         *CURRENT SURVEY CONTROL
 OZ0052  ___________________________________________________________________
 OZ0052* NAD 83(1986)-  43 57 37.     (N)    114 05 49.     (W)     SCALED    
 OZ0052* NAVD 88     -      2083.827  (meters)    6836.69   (feet)  ADJUSTED  
 OZ0052  ___________________________________________________________________
 OZ0052  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 OZ0052  DYNAMIC HT  -        2082.482 (meters)    6832.28  (feet)  COMP
 OZ0052  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 OZ0052
 OZ0052  VERT ORDER  -  FIRST     CLASS II
 OZ0052
 OZ0052.The horizontal coordinates were scaled from a topographic map and have
 OZ0052.an estimated accuracy of +/- 6 seconds.
 OZ0052
 OZ0052.The orthometric height was determined by differential leveling
 OZ0052.and adjusted by the National Geodetic Survey in June 1991..
 OZ0052
 OZ0052.The geoid height was determined by GEOID03.
 OZ0052
 OZ0052.The dynamic height is computed by dividing the NAVD 88
 OZ0052.geopotential number by the normal gravity value computed on the
 OZ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0052.degrees latitude (g = 980.6199 gals.).
 OZ0052
 OZ0052.The modeled gravity was interpolated from observed gravity values.
 OZ0052
 OZ0052;                    North         East    Units  Estimated Accuracy
 OZ0052;SPC ID C     -   254,790.      492,220.      MT  (+/- 180 meters Scaled)
 OZ0052
 OZ0052                          SUPERSEDED SURVEY CONTROL
 OZ0052
 OZ0052  NGVD 29 (??/??/92) 2082.502  (m)         6832.34   (f) ADJ UNCH    1 2
 OZ0052
 OZ0052.Superseded values are not recommended for survey control.
 OZ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0052.See file dsdata.txt to determine how the superseded data were derived.
 OZ0052
 OZ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ329715(NAD 83)
 OZ0052_MARKER: DB = BENCH MARK DISK
 OZ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0052_STAMPING: 6832.434 D 15 1933
 OZ0052_MARK LOGO: CGS   
 OZ0052_PROJECTION: PROJECTING 15 CENTIMETERS
 OZ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0052+STABILITY: SURFACE MOTION
 OZ0052
 OZ0052  HISTORY     - Date     Condition        Report By
 OZ0052  HISTORY     - 1933     MONUMENTED       CGS
 OZ0052  HISTORY     - 1983     GOOD             NGS
 OZ0052  HISTORY     - 1984     GOOD             NGS
 OZ0052  HISTORY     - 1985     GOOD             NGS
 OZ0052
 OZ0052                          STATION DESCRIPTION
 OZ0052
 OZ0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OZ0052'14.0 MI SW FROM CHILLY.
 OZ0052'14.0 MILES SOUTHWEST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 OZ0052'JUNCTION OF STATE HIGHWAY 27 NEAR CHILLY, CUSTER COUNTY, 2.3 MILES
 OZ0052'NORTHEAST OF THE LEMHI NATIONAL FOREST BOUNDARY, 0.2 MILE SOUTH OF THE
 OZ0052'EAST SIDE OF THE MOUTH OF A RAVINE, 80 FEET WEST OF A BROOK, AND 50
 OZ0052'FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 OZ0052'6832.434 D 15 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OZ0052'INCHES ABOVE GROUND.
 OZ0052
 OZ0052                          STATION RECOVERY (1983)
 OZ0052
 OZ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0052'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 OZ0052'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 OZ0052'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST
 OZ0052'ALONG OLD STATE HIGHWAY 27, THENCE 15.45 KM (9.65 MI) SOUTHWEST
 OZ0052'ALONG BARTLETT POINT ROAD, THENCE 7.1 KM (4.45 MI) SOUTHWEST
 OZ0052'ALONG TRAIL CREEK ROAD (OLD STATE HIGHWAY 75), IN THE WEST CORNER
 OZ0052'OF THE CROSSING OF LAKE CREEK, 23.1 METERS (76 FT) NORTHWEST
 OZ0052'OF THE CENTER OF THE ROAD, 26.5 METERS (87 FT) SOUTHWEST OF
 OZ0052'THE CENTER OF THE CREEK AND 15.2 METERS (50 FT) SOUTHEAST
 OZ0052'OF THE CENTER OF AN OLD ROAD. NOT LEVELED TO THIS DATE.
 OZ0052'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 OZ0052'THE MARK IS 0.5 M ABOVE THE ROAD.
 OZ0052
 OZ0052                          STATION RECOVERY (1984)
 OZ0052
 OZ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OZ0052'RECOVERED IN GOOD CONDITION.
 OZ0052
 OZ0052                          STATION RECOVERY (1985)
 OZ0052
 OZ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0246 ***********************************************************************
 RA0246  DESIGNATION -  D 150
 RA0246  PID         -  RA0246
 RA0246  STATE/COUNTY-  ID/IDAHO
 RA0246  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA0246
 RA0246                         *CURRENT SURVEY CONTROL
 RA0246  ___________________________________________________________________
 RA0246* NAD 83(1986)-  45 24 35.     (N)    116 14 42.     (W)     SCALED    
 RA0246* NAVD 88     -       550.269  (meters)    1805.34   (feet)  ADJUSTED  
 RA0246  ___________________________________________________________________
 RA0246  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 RA0246  DYNAMIC HT  -         550.139 (meters)    1804.91  (feet)  COMP
 RA0246  MODELED GRAV-     980,364.4   (mgal)                       NAVD 88
 RA0246
 RA0246  VERT ORDER  -  SECOND    CLASS 0
 RA0246
 RA0246.The horizontal coordinates were scaled from a topographic map and have
 RA0246.an estimated accuracy of +/- 6 seconds.
 RA0246
 RA0246.The orthometric height was determined by differential leveling
 RA0246.and adjusted by the National Geodetic Survey in June 1991..
 RA0246
 RA0246.The geoid height was determined by GEOID03.
 RA0246
 RA0246.The dynamic height is computed by dividing the NAVD 88
 RA0246.geopotential number by the normal gravity value computed on the
 RA0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0246.degrees latitude (g = 980.6199 gals.).
 RA0246
 RA0246.The modeled gravity was interpolated from observed gravity values.
 RA0246
 RA0246;                    North         East    Units  Estimated Accuracy
 RA0246;SPC ID W     -   415,960.      761,250.      MT  (+/- 180 meters Scaled)
 RA0246
 RA0246                          SUPERSEDED SURVEY CONTROL
 RA0246
 RA0246  NGVD 29 (??/??/92)  549.204  (m)         1801.85   (f) ADJ UNCH    2 0
 RA0246
 RA0246.Superseded values are not recommended for survey control.
 RA0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0246.See file dsdata.txt to determine how the superseded data were derived.
 RA0246
 RA0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL590287(NAD 83)
 RA0246_MARKER: DD = SURVEY DISK
 RA0246_SETTING: 80 = SET IN A BOULDER
 RA0246_SP_SET: BOULDER
 RA0246_STAMPING: D 150 1941
 RA0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0246+STABILITY: SURFACE MOTION
 RA0246
 RA0246  HISTORY     - Date     Condition        Report By
 RA0246  HISTORY     - 1941     MONUMENTED       DOD
 RA0246  HISTORY     - 1945     GOOD             NGS
 RA0246
 RA0246                          STATION DESCRIPTION
 RA0246
 RA0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0246'4.8 MI E FROM RIGGINS.
 RA0246'ALONG SALMON RIVER ROAD, 4.8 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0246'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), 257.0 FEET WEST OF A
 RA0246'POINT AT CENTERLINE OF ROAD AND IN LINE TANGENT BETWEEN TWO PINE TREES
 RA0246'ACROSS ROAD FROM EACH OTHER, 69.0 FEET WEST OF CENTER OF JUNCTION OF
 RA0246'DIM ROAD LEADING SOUTHEAST TO GRAVEL PILE AND FARM HOUSE, 23.5 FEET
 RA0246'SOUTH OF CENTERLINE OF ROAD, 4.8 FEET WEST OF REFERENCE POST, SET IN
 RA0246'TOP OF A LIGHT COLORED BOULDER ABOUT 2 1/2 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0437 ***********************************************************************
 QA0437  DESIGNATION -  D 150
 QA0437  PID         -  QA0437
 QA0437  STATE/COUNTY-  ID/BOISE
 QA0437  USGS QUAD   -  GARDEN VALLEY (1988)
 QA0437
 QA0437                         *CURRENT SURVEY CONTROL
 QA0437  ___________________________________________________________________
 QA0437* NAD 83(1986)-  44 06 02.     (N)    115 57 53.     (W)     SCALED    
 QA0437* NAVD 88     -       945.525  (meters)    3102.11   (feet)  ADJUSTED  
 QA0437  ___________________________________________________________________
 QA0437  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 QA0437  DYNAMIC HT  -         945.138 (meters)    3100.84  (feet)  COMP
 QA0437  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 QA0437
 QA0437  VERT ORDER  -  SECOND    CLASS 0
 QA0437
 QA0437.The horizontal coordinates were scaled from a topographic map and have
 QA0437.an estimated accuracy of +/- 6 seconds.
 QA0437
 QA0437.The orthometric height was determined by differential leveling
 QA0437.and adjusted by the National Geodetic Survey in June 1991..
 QA0437
 QA0437.The geoid height was determined by GEOID03.
 QA0437
 QA0437.The dynamic height is computed by dividing the NAVD 88
 QA0437.geopotential number by the normal gravity value computed on the
 QA0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0437.degrees latitude (g = 980.6199 gals.).
 QA0437
 QA0437.The modeled gravity was interpolated from observed gravity values.
 QA0437
 QA0437;                    North         East    Units  Estimated Accuracy
 QA0437;SPC ID W     -   270,390.      782,810.      MT  (+/- 180 meters Scaled)
 QA0437
 QA0437                          SUPERSEDED SURVEY CONTROL
 QA0437
 QA0437  NGVD 29 (??/??/92)  944.446  (m)         3098.57   (f) ADJ UNCH    2 0
 QA0437
 QA0437.Superseded values are not recommended for survey control.
 QA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0437.See file dsdata.txt to determine how the superseded data were derived.
 QA0437
 QA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ828835(NAD 83)
 QA0437_MARKER: DB = BENCH MARK DISK
 QA0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0437_STAMPING: D 150 1935
 QA0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0437+STABILITY: SURFACE MOTION
 QA0437
 QA0437  HISTORY     - Date     Condition        Report By
 QA0437  HISTORY     - 1935     MONUMENTED       CGS
 QA0437
 QA0437                          STATION DESCRIPTION
 QA0437
 QA0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0437'0.9 MI NW FROM GARDEN VALLEY.
 QA0437'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 17 FROM THE SCHOOL AT GARDEN
 QA0437'VALLEY, BOISE COUNTY, 0.1 MILE SOUTHEAST OF A SOUTHEAST-TO-WEST CURVE,
 QA0437'41 FEET SOUTHEAST OF THE J.C. MILL FARMHOUSE GATE, 65.5 FEET SOUTHWEST
 QA0437'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTHEAST OF THE FARMYARD
 QA0437'FENCE.  A STANDARD DISK, STAMPED D 150 1935 AND SET IN THE TOP OF A
 QA0437'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0082 ***********************************************************************
 RZ0082  DESIGNATION -  D 152
 RZ0082  PID         -  RZ0082
 RZ0082  STATE/COUNTY-  ID/SHOSHONE
 RZ0082  USGS QUAD   -  BECHTEL BUTTE (1994)
 RZ0082
 RZ0082                         *CURRENT SURVEY CONTROL
 RZ0082  ___________________________________________________________________
 RZ0082* NAD 83(1986)-  46 57 06.     (N)    116 19 31.     (W)     SCALED    
 RZ0082* NAVD 88     -       934.766  (meters)    3066.81   (feet)  ADJUSTED  
 RZ0082  ___________________________________________________________________
 RZ0082  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 RZ0082  DYNAMIC HT  -         934.677 (meters)    3066.52  (feet)  COMP
 RZ0082  MODELED GRAV-     980,487.1   (mgal)                       NAVD 88
 RZ0082
 RZ0082  VERT ORDER  -  SECOND    CLASS 0
 RZ0082
 RZ0082.The horizontal coordinates were scaled from a topographic map and have
 RZ0082.an estimated accuracy of +/- 6 seconds.
 RZ0082
 RZ0082.The orthometric height was determined by differential leveling
 RZ0082.and adjusted by the National Geodetic Survey in June 1991..
 RZ0082
 RZ0082.The geoid height was determined by GEOID03.
 RZ0082
 RZ0082.The dynamic height is computed by dividing the NAVD 88
 RZ0082.geopotential number by the normal gravity value computed on the
 RZ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0082.degrees latitude (g = 980.6199 gals.).
 RZ0082
 RZ0082.The modeled gravity was interpolated from observed gravity values.
 RZ0082
 RZ0082;                    North         East    Units  Estimated Accuracy
 RZ0082;SPC ID W     -   587,380.      756,210.      MT  (+/- 180 meters Scaled)
 RZ0082
 RZ0082                          SUPERSEDED SURVEY CONTROL
 RZ0082
 RZ0082  NGVD 29 (??/??/92)  933.606  (m)         3063.01   (f) ADJ UNCH    2 0
 RZ0082
 RZ0082.Superseded values are not recommended for survey control.
 RZ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0082.See file dsdata.txt to determine how the superseded data were derived.
 RZ0082
 RZ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN513000(NAD 83)
 RZ0082_MARKER: DB = BENCH MARK DISK
 RZ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0082_STAMPING: D-152 1935
 RZ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0082+STABILITY: SURFACE MOTION
 RZ0082
 RZ0082  HISTORY     - Date     Condition        Report By
 RZ0082  HISTORY     - 1935     MONUMENTED       CGS
 RZ0082  HISTORY     - 1959     POOR             NGS
 RZ0082
 RZ0082                          STATION DESCRIPTION
 RZ0082
 RZ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0082'6.6 MI S FROM CLARKIA.
 RZ0082'6.6 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  0.4 MILE
 RZ0082'NORTH OF MILEPOST 43.  ON NORTHWEST SIDE OF TRACK AT SOUTHEAST SLOPE
 RZ0082'OF HILL.  ABOUT 250 FEET NORTHEAST OF RAILROAD SIGN WATER ONE MILE.
 RZ0082'ABOUT 125 FEET EAST OF OLD TRAM ROAD TRESTLE.  43 FEET SOUTHWEST OF
 RZ0082'TELEPHONE POLE WITH GUY WIRE SUPPORT.  35 FEET NORTHWEST OF CENTERLINE
 RZ0082'OF CHICAGO, MILWAUKEE, ST.PAUL AND PACIFIC R.R.  11.5 FEET SOUTHEAST
 RZ0082'OF TWIN PINE TREES.  TABLET SET IN PRECAST CONCRETE POST.
 RZ0082
 RZ0082                          STATION RECOVERY (1959)
 RZ0082
 RZ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0082'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0126 ***********************************************************************
 RZ0126  DESIGNATION -  D 153
 RZ0126  PID         -  RZ0126
 RZ0126  STATE/COUNTY-  ID/LATAH
 RZ0126  USGS QUAD   -  BOVILL (1994)
 RZ0126
 RZ0126                         *CURRENT SURVEY CONTROL
 RZ0126  ___________________________________________________________________
 RZ0126* NAD 83(1986)-  46 48 34.     (N)    116 27 27.     (W)     SCALED    
 RZ0126* NAVD 88     -       867.748  (meters)    2846.94   (feet)  ADJUSTED  
 RZ0126  ___________________________________________________________________
 RZ0126  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 RZ0126  DYNAMIC HT  -         867.673 (meters)    2846.69  (feet)  COMP
 RZ0126  MODELED GRAV-     980,499.0   (mgal)                       NAVD 88
 RZ0126
 RZ0126  VERT ORDER  -  SECOND    CLASS 0
 RZ0126
 RZ0126.The horizontal coordinates were scaled from a topographic map and have
 RZ0126.an estimated accuracy of +/- 6 seconds.
 RZ0126
 RZ0126.The orthometric height was determined by differential leveling
 RZ0126.and adjusted by the National Geodetic Survey in June 1991..
 RZ0126
 RZ0126.The geoid height was determined by GEOID03.
 RZ0126
 RZ0126.The dynamic height is computed by dividing the NAVD 88
 RZ0126.geopotential number by the normal gravity value computed on the
 RZ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0126.degrees latitude (g = 980.6199 gals.).
 RZ0126
 RZ0126.The modeled gravity was interpolated from observed gravity values.
 RZ0126
 RZ0126;                    North         East    Units  Estimated Accuracy
 RZ0126;SPC ID W     -   571,660.      746,000.      MT  (+/- 180 meters Scaled)
 RZ0126
 RZ0126                          SUPERSEDED SURVEY CONTROL
 RZ0126
 RZ0126  NGVD 29 (??/??/92)  866.627  (m)         2843.26   (f) ADJ UNCH    2 0
 RZ0126
 RZ0126.Superseded values are not recommended for survey control.
 RZ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0126.See file dsdata.txt to determine how the superseded data were derived.
 RZ0126
 RZ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM413841(NAD 83)
 RZ0126_MARKER: DB = BENCH MARK DISK
 RZ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0126_STAMPING: D 153 1935
 RZ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0126+STABILITY: SURFACE MOTION
 RZ0126
 RZ0126  HISTORY     - Date     Condition        Report By
 RZ0126  HISTORY     - 1935     MONUMENTED       CGS
 RZ0126
 RZ0126                          STATION DESCRIPTION
 RZ0126
 RZ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0126'5.2 MI W FROM BOVILL.
 RZ0126'5.2 MILES WEST ALONG STATE HIGHWAY 8 FROM THE WASHINGTON, IDAHO AND
 RZ0126'MONTANA RAILWAY STATION AT BOVILL, 0.2 MILE WEST OF THE STATION AT
 RZ0126'CORNELL, 350 FEET WEST OF THE CROSSING OF THE WASHINGTON, IDAHO AND
 RZ0126'MONTANA RAILWAY, 49 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 18.6
 RZ0126'FEET SOUTH OF A TELEPHONE POLE, 9 FEET EAST OF A POWER-TRANSMISSION
 RZ0126'LINE, AND 2.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  SET IN THE TOP OF
 RZ0126'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0217 ***********************************************************************
 SV0217  DESIGNATION -  D 154
 SV0217  PID         -  SV0217
 SV0217  STATE/COUNTY-  ID/SHOSHONE
 SV0217  USGS QUAD   -  CALDER (1995)
 SV0217
 SV0217                         *CURRENT SURVEY CONTROL
 SV0217  ___________________________________________________________________
 SV0217* NAD 83(1986)-  47 16 35.     (N)    116 11 21.     (W)     SCALED    
 SV0217* NAVD 88     -       666.687  (meters)    2187.29   (feet)  ADJUSTED  
 SV0217  ___________________________________________________________________
 SV0217  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 SV0217  DYNAMIC HT  -         666.654 (meters)    2187.18  (feet)  COMP
 SV0217  MODELED GRAV-     980,542.7   (mgal)                       NAVD 88
 SV0217
 SV0217  VERT ORDER  -  SECOND    CLASS 0
 SV0217
 SV0217.The horizontal coordinates were scaled from a topographic map and have
 SV0217.an estimated accuracy of +/- 6 seconds.
 SV0217
 SV0217.The orthometric height was determined by differential leveling
 SV0217.and adjusted by the National Geodetic Survey in June 1991..
 SV0217
 SV0217.The geoid height was determined by GEOID03.
 SV0217
 SV0217.The dynamic height is computed by dividing the NAVD 88
 SV0217.geopotential number by the normal gravity value computed on the
 SV0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0217.degrees latitude (g = 980.6199 gals.).
 SV0217
 SV0217.The modeled gravity was interpolated from observed gravity values.
 SV0217
 SV0217;                    North         East    Units  Estimated Accuracy
 SV0217;SPC ID W     -   623,410.      766,770.      MT  (+/- 180 meters Scaled)
 SV0217
 SV0217                          SUPERSEDED SURVEY CONTROL
 SV0217
 SV0217  NGVD 29 (??/??/92)  665.556  (m)         2183.58   (f) ADJ UNCH    2 0
 SV0217
 SV0217.Superseded values are not recommended for survey control.
 SV0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0217.See file dsdata.txt to determine how the superseded data were derived.
 SV0217
 SV0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN613361(NAD 83)
 SV0217_MARKER: DB = BENCH MARK DISK
 SV0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0217_STAMPING: D-154 1935
 SV0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0217+STABILITY: SURFACE MOTION
 SV0217
 SV0217  HISTORY     - Date     Condition        Report By
 SV0217  HISTORY     - 1935     MONUMENTED       CGS
 SV0217  HISTORY     - 1957     MARK NOT FOUND   USGS
 SV0217
 SV0217                          STATION DESCRIPTION
 SV0217
 SV0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0217'IN CALDER.
 SV0217'ABOUT 175 FEET NORTHWEST OF NORTHWEST CORNER OF CHICAGO, MILWAUKEE,
 SV0217'ST. PAUL AND PACIFIC RAILWAY STATION.  ABOUT 125 FEET NORTHWEST OF
 SV0217'CENTERLINE OF RAILROAD CROSSING.  45.2 FEET NORTH OF NORTHEAST CORNER
 SV0217'OF U.S. FOREST SERVICE OFFICE.  1.6 FT. EAST OF LOG FENCE.  TABLET SET
 SV0217'IN PRECAST CONCRETE POST.
 SV0217
 SV0217                          STATION RECOVERY (1957)
 SV0217
 SV0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SV0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0235 ***********************************************************************
 SV0235  DESIGNATION -  D 155
 SV0235  PID         -  SV0235
 SV0235  STATE/COUNTY-  ID/SHOSHONE
 SV0235  USGS QUAD   -  CLARKIA (1995)
 SV0235
 SV0235                         *CURRENT SURVEY CONTROL
 SV0235  ___________________________________________________________________
 SV0235* NAD 83(1986)-  47 02 28.     (N)    116 16 34.     (W)     SCALED    
 SV0235* NAVD 88     -       849.424  (meters)    2786.82   (feet)  ADJUSTED  
 SV0235  ___________________________________________________________________
 SV0235  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 SV0235  DYNAMIC HT  -         849.363 (meters)    2786.62  (feet)  COMP
 SV0235  MODELED GRAV-     980,513.3   (mgal)                       NAVD 88
 SV0235
 SV0235  VERT ORDER  -  SECOND    CLASS 0
 SV0235
 SV0235.The horizontal coordinates were scaled from a topographic map and have
 SV0235.an estimated accuracy of +/- 6 seconds.
 SV0235
 SV0235.The orthometric height was determined by differential leveling
 SV0235.and adjusted by the National Geodetic Survey in June 1991..
 SV0235
 SV0235.The geoid height was determined by GEOID03.
 SV0235
 SV0235.The dynamic height is computed by dividing the NAVD 88
 SV0235.geopotential number by the normal gravity value computed on the
 SV0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0235.degrees latitude (g = 980.6199 gals.).
 SV0235
 SV0235.The modeled gravity was interpolated from observed gravity values.
 SV0235
 SV0235;                    North         East    Units  Estimated Accuracy
 SV0235;SPC ID W     -   597,300.      760,020.      MT  (+/- 180 meters Scaled)
 SV0235
 SV0235                          SUPERSEDED SURVEY CONTROL
 SV0235
 SV0235  NGVD 29 (??/??/92)  848.278  (m)         2783.06   (f) ADJ UNCH    2 0
 SV0235
 SV0235.Superseded values are not recommended for survey control.
 SV0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0235.See file dsdata.txt to determine how the superseded data were derived.
 SV0235
 SV0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN549099(NAD 83)
 SV0235_MARKER: DB = BENCH MARK DISK
 SV0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0235_STAMPING: D-155 1935
 SV0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0235+STABILITY: SURFACE MOTION
 SV0235
 SV0235  HISTORY     - Date     Condition        Report By
 SV0235  HISTORY     - 1935     MONUMENTED       CGS
 SV0235
 SV0235                          STATION DESCRIPTION
 SV0235
 SV0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0235'2.4 MI N FROM CLARKIA.
 SV0235'2.4 MILES NORTH OF, ALONG C.M.ST.P. AND P.RY., FROM STATION AT
 SV0235'SOUTHWEST END OF RAILROAD CUT.  ABOUT .15 MILE WEST OF LOG FARM HOUSE.
 SV0235'ABOUT 135 FEET WEST OF WEST CORNER OF RAILROAD TRESTLE NO. EE 552.
 SV0235'70.6 FEET WEST OF CENTERLINE OF RAILROAD CROSSING.  48 FEET SOUTHWEST
 SV0235'OF CENTERLINE OF RAILROAD CROSSING.  48 FEET SOUTHWEST OF CENTERLINE
 SV0235'OF CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC R.R..  29.3 FEET NORTHWEST
 SV0235'OF NORTHWEST END OF IRON GATE.  1.5 FT. NORTHEAST OF R/W FENCE. 0.1
 SV0235'MILE NORTH OF MILE POST 34.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0318 ***********************************************************************
 SV0318  DESIGNATION -  D 156
 SV0318  PID         -  SV0318
 SV0318  STATE/COUNTY-  ID/BENEWAH
 SV0318  USGS QUAD   -  ST MARIES (1995)
 SV0318
 SV0318                         *CURRENT SURVEY CONTROL
 SV0318  ___________________________________________________________________
 SV0318* NAD 83(1986)-  47 15 22.     (N)    116 36 30.     (W)     SCALED    
 SV0318* NAVD 88     -       655.657  (meters)    2151.10   (feet)  ADJUSTED  
 SV0318  ___________________________________________________________________
 SV0318  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 SV0318  DYNAMIC HT  -         655.641 (meters)    2151.05  (feet)  COMP
 SV0318  MODELED GRAV-     980,567.8   (mgal)                       NAVD 88
 SV0318
 SV0318  VERT ORDER  -  SECOND    CLASS 0
 SV0318
 SV0318.The horizontal coordinates were scaled from a topographic map and have
 SV0318.an estimated accuracy of +/- 6 seconds.
 SV0318
 SV0318.The orthometric height was determined by differential leveling
 SV0318.and adjusted by the National Geodetic Survey in June 1991..
 SV0318
 SV0318.The geoid height was determined by GEOID03.
 SV0318
 SV0318.The dynamic height is computed by dividing the NAVD 88
 SV0318.geopotential number by the normal gravity value computed on the
 SV0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0318.degrees latitude (g = 980.6199 gals.).
 SV0318
 SV0318.The modeled gravity was interpolated from observed gravity values.
 SV0318
 SV0318;                    North         East    Units  Estimated Accuracy
 SV0318;SPC ID W     -   621,420.      735,040.      MT  (+/- 180 meters Scaled)
 SV0318
 SV0318                          SUPERSEDED SURVEY CONTROL
 SV0318
 SV0318  NGVD 29 (??/??/92)  654.541  (m)         2147.44   (f) ADJ UNCH    2 0
 SV0318
 SV0318.Superseded values are not recommended for survey control.
 SV0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0318.See file dsdata.txt to determine how the superseded data were derived.
 SV0318
 SV0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN296337(NAD 83)
 SV0318_MARKER: DB = BENCH MARK DISK
 SV0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0318_STAMPING: D-156 1935
 SV0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0318+STABILITY: SURFACE MOTION
 SV0318
 SV0318  HISTORY     - Date     Condition        Report By
 SV0318  HISTORY     - 1935     MONUMENTED       CGS
 SV0318
 SV0318                          STATION DESCRIPTION
 SV0318
 SV0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0318'6.1 MI S FROM ST MARIES.
 SV0318'6.1 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY.  FROM STATION.  MARK SET
 SV0318'AT SOUTH END OF RAILROAD CUT AND NORTH END OF FILL.  ABOUT 1 MILE
 SV0318'NORTH OF RAILWAY SECTION TOOL HOUSE AND BRIDGE OVER ST. MARIES RIVER.
 SV0318'33.5 FEET EAST OF CENTERLINE OF DIRT ROAD.  33.2 FEET WEST OF
 SV0318'CENTERLINE OF CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD. 18.4
 SV0318'FEET SOUTH OF TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0545 ***********************************************************************
 SU0545  DESIGNATION -  D 157
 SU0545  PID         -  SU0545
 SU0545  STATE/COUNTY-  ID/SHOSHONE
 SU0545  USGS QUAD   -  MONUMENTAL BUTTES (1995)
 SU0545
 SU0545                         *CURRENT SURVEY CONTROL
 SU0545  ___________________________________________________________________
 SU0545* NAD 83(1986)-  47 03 15.     (N)    115 50 07.     (W)     SCALED    
 SU0545* NAVD 88     -      1490.058  (meters)    4888.63   (feet)  ADJUSTED  
 SU0545  ___________________________________________________________________
 SU0545  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 SU0545  DYNAMIC HT  -        1489.771 (meters)    4887.69  (feet)  COMP
 SU0545  MODELED GRAV-     980,367.5   (mgal)                       NAVD 88
 SU0545
 SU0545  VERT ORDER  -  SECOND    CLASS 0
 SU0545
 SU0545.The horizontal coordinates were scaled from a topographic map and have
 SU0545.an estimated accuracy of +/- 6 seconds.
 SU0545
 SU0545.The orthometric height was determined by differential leveling
 SU0545.and adjusted by the National Geodetic Survey in June 1991..
 SU0545
 SU0545.The geoid height was determined by GEOID03.
 SU0545
 SU0545.The dynamic height is computed by dividing the NAVD 88
 SU0545.geopotential number by the normal gravity value computed on the
 SU0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0545.degrees latitude (g = 980.6199 gals.).
 SU0545
 SU0545.The modeled gravity was interpolated from observed gravity values.
 SU0545
 SU0545;                    North         East    Units  Estimated Accuracy
 SU0545;SPC ID W     -   598,620.      793,520.      MT  (+/- 180 meters Scaled)
 SU0545
 SU0545                          SUPERSEDED SURVEY CONTROL
 SU0545
 SU0545  NGVD 29 (??/??/92) 1488.848  (m)         4884.66   (f) ADJ UNCH    2 0
 SU0545
 SU0545.Superseded values are not recommended for survey control.
 SU0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0545.See file dsdata.txt to determine how the superseded data were derived.
 SU0545
 SU0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN884118(NAD 83)
 SU0545_MARKER: DB = BENCH MARK DISK
 SU0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0545_STAMPING: D-157 1935
 SU0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0545+STABILITY: SURFACE MOTION
 SU0545
 SU0545  HISTORY     - Date     Condition        Report By
 SU0545  HISTORY     - 1935     MONUMENTED       CGS
 SU0545  HISTORY     - 1936     GOOD             NGS
 SU0545  HISTORY     - 1971     GOOD             USGS
 SU0545
 SU0545                          STATION DESCRIPTION
 SU0545
 SU0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SU0545'20.5 MI S FROM AVERY.
 SU0545'20.5 MILES SOUTH OF AVERY, ALONG ROAD TO JUG CAMP, FROM C.M. ST. P.
 SU0545'AND P. RY. STATION.  ABOUT 2.2 MILES SOUTHEAST OF WOODEN ROAD BRIDGE
 SU0545'OVER LITTLE NORTH FORK OF CLEARWATER RIVER.  ABOUT 825 FT. SOUTHEAST
 SU0545'OF JUNCTION OF TRUCK TRAIL TO ROCKY RUN LOOKOUT WITH ROAD TO JUG CAMP.
 SU0545'30 FT. NORTHWEST OF FIRST TELEPHONE POLE SOUTHEAST OF JUNCTION OF
 SU0545'TRUCK TRAIL WITH ROAD TO JUG CAMP.  12 FT. NORTHWEST OF CENTERLINE OF
 SU0545'ROAD TO JUG CAMP.  3 FT. ABOVE LEVEL OF ROAD.  A BRONZE DISC SET IN
 SU0545'TOP OF PRECAST CONCRETE POST.
 SU0545
 SU0545                          STATION RECOVERY (1971)
 SU0545
 SU0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SU0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0483 ***********************************************************************
 QA0483  DESIGNATION -  D 158
 QA0483  PID         -  QA0483
 QA0483  STATE/COUNTY-  ID/BOISE
 QA0483  USGS QUAD   -  LOWMAN (1972)
 QA0483
 QA0483                         *CURRENT SURVEY CONTROL
 QA0483  ___________________________________________________________________
 QA0483* NAD 83(1986)-  44 04 16.     (N)    115 34 25.     (W)     SCALED    
 QA0483* NAVD 88     -      1197.939  (meters)    3930.24   (feet)  ADJUSTED  
 QA0483  ___________________________________________________________________
 QA0483  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 QA0483  DYNAMIC HT  -        1197.299 (meters)    3928.14  (feet)  COMP
 QA0483  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 QA0483
 QA0483  VERT ORDER  -  SECOND    CLASS 0
 QA0483
 QA0483.The horizontal coordinates were scaled from a topographic map and have
 QA0483.an estimated accuracy of +/- 6 seconds.
 QA0483
 QA0483.The orthometric height was determined by differential leveling
 QA0483.and adjusted by the National Geodetic Survey in June 1991..
 QA0483
 QA0483.The geoid height was determined by GEOID03.
 QA0483
 QA0483.The dynamic height is computed by dividing the NAVD 88
 QA0483.geopotential number by the normal gravity value computed on the
 QA0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0483.degrees latitude (g = 980.6199 gals.).
 QA0483
 QA0483.The modeled gravity was interpolated from observed gravity values.
 QA0483
 QA0483;                    North         East    Units  Estimated Accuracy
 QA0483;SPC ID W     -   267,110.      814,130.      MT  (+/- 180 meters Scaled)
 QA0483
 QA0483                          SUPERSEDED SURVEY CONTROL
 QA0483
 QA0483  NGVD 29 (??/??/92) 1196.717  (m)         3926.23   (f) ADJ UNCH    2 0
 QA0483
 QA0483.Superseded values are not recommended for survey control.
 QA0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0483.See file dsdata.txt to determine how the superseded data were derived.
 QA0483
 QA0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ142807(NAD 83)
 QA0483_MARKER: DB = BENCH MARK DISK
 QA0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0483_STAMPING: D 158 1935
 QA0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0483+STABILITY: SURFACE MOTION
 QA0483
 QA0483  HISTORY     - Date     Condition        Report By
 QA0483  HISTORY     - 1935     MONUMENTED       CGS
 QA0483  HISTORY     - 1972     GOOD             USGS
 QA0483
 QA0483                          STATION DESCRIPTION
 QA0483
 QA0483'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 QA0483'2.6 MI E FROM LOWMAN.
 QA0483'2.6 MILES EAST ALONG STATE HWY. 21 FROM SOUTH FORK LODGE AT LOWMAN,
 QA0483'ABOUT 600 FEET EAST OF MOUTH OF STEEP CREEK, ON THE INSIDE OF CURVE,
 QA0483'43 FEET NORTH OF CENTERLINE HIGHWAY AND ABOUT LEVEL, SET IN TOP OF
 QA0483'CONCRETE POST PROJECTING ABOUT 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0289 ***********************************************************************
 RA0289  DESIGNATION -  D 159
 RA0289  PID         -  RA0289
 RA0289  STATE/COUNTY-  ID/ADAMS
 RA0289  USGS QUAD   -  HOMESTEAD (1990)
 RA0289
 RA0289                         *CURRENT SURVEY CONTROL
 RA0289  ___________________________________________________________________
 RA0289* NAD 83(1986)-  45 03 18.     (N)    116 48 02.     (W)     SCALED    
 RA0289* NAVD 88     -       506.845  (meters)    1662.87   (feet)  ADJUSTED  
 RA0289  ___________________________________________________________________
 RA0289  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 RA0289  DYNAMIC HT  -         506.711 (meters)    1662.43  (feet)  COMP
 RA0289  MODELED GRAV-     980,339.9   (mgal)                       NAVD 88
 RA0289
 RA0289  VERT ORDER  -  SECOND    CLASS 0
 RA0289
 RA0289.The horizontal coordinates were scaled from a topographic map and have
 RA0289.an estimated accuracy of +/- 6 seconds.
 RA0289
 RA0289.The orthometric height was determined by differential leveling
 RA0289.and adjusted by the National Geodetic Survey in June 1991..
 RA0289
 RA0289.The geoid height was determined by GEOID03.
 RA0289
 RA0289.The dynamic height is computed by dividing the NAVD 88
 RA0289.geopotential number by the normal gravity value computed on the
 RA0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0289.degrees latitude (g = 980.6199 gals.).
 RA0289
 RA0289.The modeled gravity was interpolated from observed gravity values.
 RA0289
 RA0289;                    North         East    Units  Estimated Accuracy
 RA0289;SPC ID W     -   376,960.      717,250.      MT  (+/- 180 meters Scaled)
 RA0289
 RA0289                          SUPERSEDED SURVEY CONTROL
 RA0289
 RA0289  NGVD 29 (??/??/92)  505.80   (m)         1659.4    (f) COMPUTED    2 0
 RA0289
 RA0289.Superseded values are not recommended for survey control.
 RA0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0289.See file dsdata.txt to determine how the superseded data were derived.
 RA0289
 RA0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK157890(NAD 83)
 RA0289_MARKER: DD = SURVEY DISK
 RA0289_SETTING: 80 = SET IN A BOULDER
 RA0289_SP_SET: BOULDER
 RA0289_STAMPING: D 159 1941
 RA0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0289+STABILITY: SURFACE MOTION
 RA0289
 RA0289  HISTORY     - Date     Condition        Report By
 RA0289  HISTORY     - 1941     MONUMENTED       DOD
 RA0289  HISTORY     - 1946     GOOD             NGS
 RA0289
 RA0289                          STATION DESCRIPTION
 RA0289
 RA0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0289'2.95 MI NE FROM HOMESTEAD, OR.
 RA0289'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0289'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0289'LEDGE MINE ROAD, THENCE 0.75 MILE NORTHEAST ALONG THE RED LEDGE MINE
 RA0289'ROAD, BENCH MARK IS 0.3 MILE NORTHEAST OF AN ORE LOADING CHUTE AND A
 RA0289'MINE SUPPLY HOUSE, 60.0 FEET SOUTHWEST OF CENTER OF A 7-FOOT WOODEN
 RA0289'BRIDGE OVER A SMALL STREAM, 21.5 FEET SOUTHEAST OF CENTER OF THE ROAD,
 RA0289'U.S. ARMY ENGINEERS BRONZE DISK SET IN TOP OF AND 3.4 FEET SOUTHEAST
 RA0289'OF THE NORTHWEST TIP OF AN EMBEDDED BOULDER, ABOUT 5 FEET ABOVE THE
 RA0289'ROAD AND 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0354 ***********************************************************************
 QA0354  DESIGNATION -  D 159
 QA0354  PID         -  QA0354
 QA0354  STATE/COUNTY-  ID/BOISE
 QA0354  USGS QUAD   -  GRANDJEAN (1972)
 QA0354
 QA0354                         *CURRENT SURVEY CONTROL
 QA0354  ___________________________________________________________________
 QA0354* NAD 83(1986)-  44 09 38.     (N)    115 10 19.     (W)     SCALED    
 QA0354* NAVD 88     -      1543.731  (meters)    5064.72   (feet)  ADJUSTED  
 QA0354  ___________________________________________________________________
 QA0354  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 QA0354  DYNAMIC HT  -        1542.859 (meters)    5061.86  (feet)  COMP
 QA0354  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 QA0354
 QA0354  VERT ORDER  -  SECOND    CLASS 0
 QA0354
 QA0354.The horizontal coordinates were scaled from a topographic map and have
 QA0354.an estimated accuracy of +/- 6 seconds.
 QA0354
 QA0354.The orthometric height was determined by differential leveling
 QA0354.and adjusted by the National Geodetic Survey in June 1991..
 QA0354
 QA0354.The geoid height was determined by GEOID03.
 QA0354
 QA0354.The dynamic height is computed by dividing the NAVD 88
 QA0354.geopotential number by the normal gravity value computed on the
 QA0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0354.degrees latitude (g = 980.6199 gals.).
 QA0354
 QA0354.The modeled gravity was interpolated from observed gravity values.
 QA0354
 QA0354;                    North         East    Units  Estimated Accuracy
 QA0354;SPC ID W     -   277,190.      846,240.      MT  (+/- 180 meters Scaled)
 QA0354
 QA0354                          SUPERSEDED SURVEY CONTROL
 QA0354
 QA0354  NGVD 29 (??/??/92) 1542.442  (m)         5060.50   (f) ADJ UNCH    2 0
 QA0354
 QA0354.Superseded values are not recommended for survey control.
 QA0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0354.See file dsdata.txt to determine how the superseded data were derived.
 QA0354
 QA0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ461913(NAD 83)
 QA0354_MARKER: DB = BENCH MARK DISK
 QA0354_SETTING: 80 = SET IN A BOULDER
 QA0354_SP_SET: BOULDER
 QA0354_STAMPING: D 159 1935
 QA0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0354+STABILITY: SURFACE MOTION
 QA0354
 QA0354  HISTORY     - Date     Condition        Report By
 QA0354  HISTORY     - 1935     MONUMENTED       CGS
 QA0354  HISTORY     - 1960     GOOD             NGS
 QA0354
 QA0354                          STATION DESCRIPTION
 QA0354
 QA0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0354'0.25 MI W FROM GRANDJEAN.
 QA0354'0.25 MILE EAST ALONG STATE HIGHWAY 21 FROM THE SAWTOOTH LODGE AT
 QA0354'GRANDJEAN, 0.3 MILE WEST OF SACJAWEE HOT SPRINGS, ON THE OUTSIDE OF A
 QA0354'CURVE, AT THE FOOT OF A SLOPE, IN TOP OF A 7-BY 8-FOOT GRANITE BOULDER
 QA0354'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 44 FEET NORTH OF THE
 QA0354'CENTER LINE OF THE HIGHWAY, 21 FEET NORTH-NORTHWEST OF A 24-INCH TREE
 QA0354'BEARING A TRIANGULAR BLAZE, AND ABOUT 2 1/2 FEET LOWER THAN THE
 QA0354'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0049 ***********************************************************************
 QA0049  DESIGNATION -  D 16
 QA0049  PID         -  QA0049
 QA0049  STATE/COUNTY-  ID/CUSTER
 QA0049  USGS QUAD   -  BRADBURY FLAT (1963)
 QA0049
 QA0049                         *CURRENT SURVEY CONTROL
 QA0049  ___________________________________________________________________
 QA0049* NAD 83(1986)-  44 26 33.     (N)    114 08 30.     (W)     SCALED    
 QA0049* NAVD 88     -      1611.393  (meters)    5286.71   (feet)  ADJUSTED  
 QA0049  ___________________________________________________________________
 QA0049  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 QA0049  DYNAMIC HT  -        1610.536 (meters)    5283.90  (feet)  COMP
 QA0049  MODELED GRAV-     980,029.6   (mgal)                       NAVD 88
 QA0049
 QA0049  VERT ORDER  -  FIRST     CLASS II
 QA0049
 QA0049.The horizontal coordinates were scaled from a topographic map and have
 QA0049.an estimated accuracy of +/- 6 seconds.
 QA0049
 QA0049.The orthometric height was determined by differential leveling
 QA0049.and adjusted by the National Geodetic Survey in June 1991..
 QA0049
 QA0049.The geoid height was determined by GEOID03.
 QA0049
 QA0049.The dynamic height is computed by dividing the NAVD 88
 QA0049.geopotential number by the normal gravity value computed on the
 QA0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0049.degrees latitude (g = 980.6199 gals.).
 QA0049
 QA0049.The modeled gravity was interpolated from observed gravity values.
 QA0049
 QA0049;                    North         East    Units  Estimated Accuracy
 QA0049;SPC ID C     -   308,370.      488,720.      MT  (+/- 180 meters Scaled)
 QA0049
 QA0049                          SUPERSEDED SURVEY CONTROL
 QA0049
 QA0049  NGVD 29 (??/??/92) 1610.160  (m)         5282.67   (f) ADJ UNCH    1 2
 QA0049
 QA0049.Superseded values are not recommended for survey control.
 QA0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0049.See file dsdata.txt to determine how the superseded data were derived.
 QA0049
 QA0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK274249(NAD 83)
 QA0049_MARKER: DB = BENCH MARK DISK
 QA0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0049+STABILITY: SURFACE MOTION
 QA0049
 QA0049  HISTORY     - Date     Condition        Report By
 QA0049  HISTORY     - UNK      MONUMENTED       CGS
 QA0049  HISTORY     - 1961     GOOD             NGS
 QA0049
 QA0049                          STATION DESCRIPTION
 QA0049
 QA0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QA0049'7.3 MI SE FROM CHALLIS.
 QA0049'TO REACH FROM THE COUNTY COURT HOUSE IN CHALLIS, DRIVE SOUTHEAST ALONG
 QA0049'U. S. HIGHWAY 93 ALT. 6.5 MILES TO A Y ROAD FORK, TAKE RIGHT FORK AND
 QA0049'FOLLOW DIRT ROAD 0.5 MILES TO A OLD CORRAL AND THE STATION MARK. BENCH
 QA0049'MARK IS 45 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET WEST OF
 QA0049'THE CORRAL FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0376 ***********************************************************************
 QA0376  DESIGNATION -  D 160
 QA0376  PID         -  QA0376
 QA0376  STATE/COUNTY-  ID/CUSTER
 QA0376  USGS QUAD   -  ELK MEADOW (1972)
 QA0376
 QA0376                         *CURRENT SURVEY CONTROL
 QA0376  ___________________________________________________________________
 QA0376* NAD 83(1986)-  44 15 34.     (N)    115 01 30.     (W)     SCALED    
 QA0376* NAVD 88     -      1968.868  (meters)    6459.53   (feet)  ADJUSTED  
 QA0376  ___________________________________________________________________
 QA0376  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 QA0376  DYNAMIC HT  -        1967.683 (meters)    6455.64  (feet)  COMP
 QA0376  MODELED GRAV-     979,946.0   (mgal)                       NAVD 88
 QA0376
 QA0376  VERT ORDER  -  SECOND    CLASS 0
 QA0376
 QA0376.The horizontal coordinates were scaled from a topographic map and have
 QA0376.an estimated accuracy of +/- 6 seconds.
 QA0376
 QA0376.The orthometric height was determined by differential leveling
 QA0376.and adjusted by the National Geodetic Survey in June 1991..
 QA0376
 QA0376.The geoid height was determined by GEOID03.
 QA0376
 QA0376.The dynamic height is computed by dividing the NAVD 88
 QA0376.geopotential number by the normal gravity value computed on the
 QA0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0376.degrees latitude (g = 980.6199 gals.).
 QA0376
 QA0376.The modeled gravity was interpolated from observed gravity values.
 QA0376
 QA0376;                    North         East    Units  Estimated Accuracy
 QA0376;SPC ID C     -   288,530.      418,150.      MT  (+/- 180 meters Scaled)
 QA0376
 QA0376                          SUPERSEDED SURVEY CONTROL
 QA0376
 QA0376  NGVD 29 (??/??/92) 1967.588  (m)         6455.33   (f) ADJ UNCH    2 0
 QA0376
 QA0376.Superseded values are not recommended for survey control.
 QA0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0376.See file dsdata.txt to determine how the superseded data were derived.
 QA0376
 QA0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK576025(NAD 83)
 QA0376_MARKER: DB = BENCH MARK DISK
 QA0376_SETTING: 80 = SET IN A BOULDER
 QA0376_SP_SET: BOULDER
 QA0376_STAMPING: D 160 1935
 QA0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0376+STABILITY: SURFACE MOTION
 QA0376
 QA0376  HISTORY     - Date     Condition        Report By
 QA0376  HISTORY     - 1935     MONUMENTED       CGS
 QA0376  HISTORY     - 1960     GOOD             NGS
 QA0376  HISTORY     - 1972     GOOD             USGS
 QA0376
 QA0376                          STATION DESCRIPTION
 QA0376
 QA0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0376'5.7 MI W FROM STANLEY.
 QA0376'5.7 MILES WEST ALONG THE STANLEY LAKE HIGHWAY FROM THE POST OFFICE AT
 QA0376'STANLEY, AT THE EAST END OF AN EAST TO SOUTHWEST CURVE, IN THE TOP OF
 QA0376'A 6-BY 8-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 QA0376'GROUND, 33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET WEST
 QA0376'OF A WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 QA0376
 QA0376                          STATION RECOVERY (1972)
 QA0376
 QA0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0733 ***********************************************************************
 OZ0733  DESIGNATION -  D 161
 OZ0733  PID         -  OZ0733
 OZ0733  STATE/COUNTY-  ID/BOISE
 OZ0733  USGS QUAD   -  ARROWROCK RESERVOIR (1969)
 OZ0733
 OZ0733                         *CURRENT SURVEY CONTROL
 OZ0733  ___________________________________________________________________
 OZ0733* NAD 83(1986)-  43 42 13.     (N)    115 50 52.     (W)     SCALED    
 OZ0733* NAVD 88     -      1478.864  (meters)    4851.91   (feet)  ADJUSTED  
 OZ0733  ___________________________________________________________________
 OZ0733  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 OZ0733  DYNAMIC HT  -        1478.108 (meters)    4849.43  (feet)  COMP
 OZ0733  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 OZ0733
 OZ0733  VERT ORDER  -  SECOND    CLASS 0
 OZ0733
 OZ0733.The horizontal coordinates were scaled from a topographic map and have
 OZ0733.an estimated accuracy of +/- 6 seconds.
 OZ0733
 OZ0733.The orthometric height was determined by differential leveling
 OZ0733.and adjusted by the National Geodetic Survey in June 1991..
 OZ0733
 OZ0733.The geoid height was determined by GEOID03.
 OZ0733
 OZ0733.The dynamic height is computed by dividing the NAVD 88
 OZ0733.geopotential number by the normal gravity value computed on the
 OZ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0733.degrees latitude (g = 980.6199 gals.).
 OZ0733
 OZ0733.The modeled gravity was interpolated from observed gravity values.
 OZ0733
 OZ0733;                    North         East    Units  Estimated Accuracy
 OZ0733;SPC ID W     -   226,270.      792,120.      MT  (+/- 180 meters Scaled)
 OZ0733
 OZ0733                          SUPERSEDED SURVEY CONTROL
 OZ0733
 OZ0733  NGVD 29 (??/??/92) 1477.770  (m)         4848.32   (f) ADJ UNCH    2 0
 OZ0733
 OZ0733.Superseded values are not recommended for survey control.
 OZ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0733.See file dsdata.txt to determine how the superseded data were derived.
 OZ0733
 OZ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ928395(NAD 83)
 OZ0733_MARKER: DB = BENCH MARK DISK
 OZ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0733_STAMPING: D 161 1935
 OZ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0733+STABILITY: SURFACE MOTION
 OZ0733
 OZ0733  HISTORY     - Date     Condition        Report By
 OZ0733  HISTORY     - 1935     MONUMENTED       CGS
 OZ0733
 OZ0733                          STATION DESCRIPTION
 OZ0733
 OZ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0733'5.0 MI NW FROM COTTONWOOD RANGER STATION.
 OZ0733'ABOUT 5.0 MILES NORTHWEST ALONG THE THORNE CREEK ROAD FROM COTTONWOOD
 OZ0733'RANGER STATION, BOISE COUNTY, 30 FEET NORTH OF THE CENTER OF THE
 OZ0733'JUNCTION OF A ROAD LEADING TO BALD MOUNTAIN, 31 FEET SOUTHEAST OF A
 OZ0733'DIRECTION SIGNBOARD, AND 60 FEET EAST OF THE CENTER LINE OF THE ROAD.
 OZ0733'A STANDARD DISK, STAMPED D 161 1935 AND SET IN THE TOP OF A CONCRETE
 OZ0733'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0471 ***********************************************************************
 OZ0471  DESIGNATION -  D 162
 OZ0471  PID         -  OZ0471
 OZ0471  STATE/COUNTY-  ID/ELMORE
 OZ0471  USGS QUAD   -  PINE (1973)
 OZ0471
 OZ0471                         *CURRENT SURVEY CONTROL
 OZ0471  ___________________________________________________________________
 OZ0471* NAD 83(1986)-  43 26 11.     (N)    115 20 51.     (W)     SCALED    
 OZ0471* NAVD 88     -      1456.396  (meters)    4778.19   (feet)  ADJUSTED  
 OZ0471  ___________________________________________________________________
 OZ0471  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 OZ0471  DYNAMIC HT  -        1455.606 (meters)    4775.60  (feet)  COMP
 OZ0471  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 OZ0471
 OZ0471  VERT ORDER  -  SECOND    CLASS 0
 OZ0471
 OZ0471.The horizontal coordinates were scaled from a topographic map and have
 OZ0471.an estimated accuracy of +/- 6 seconds.
 OZ0471
 OZ0471.The orthometric height was determined by differential leveling
 OZ0471.and adjusted by the National Geodetic Survey in June 1991..
 OZ0471
 OZ0471.The geoid height was determined by GEOID03.
 OZ0471
 OZ0471.The dynamic height is computed by dividing the NAVD 88
 OZ0471.geopotential number by the normal gravity value computed on the
 OZ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0471.degrees latitude (g = 980.6199 gals.).
 OZ0471
 OZ0471.The modeled gravity was interpolated from observed gravity values.
 OZ0471
 OZ0471;                    North         East    Units  Estimated Accuracy
 OZ0471;SPC ID W     -   196,650.      832,590.      MT  (+/- 180 meters Scaled)
 OZ0471
 OZ0471                          SUPERSEDED SURVEY CONTROL
 OZ0471
 OZ0471  NGVD 29 (??/??/92) 1455.322  (m)         4774.67   (f) ADJ UNCH    2 0
 OZ0471
 OZ0471.Superseded values are not recommended for survey control.
 OZ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0471.See file dsdata.txt to determine how the superseded data were derived.
 OZ0471
 OZ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ337106(NAD 83)
 OZ0471_MARKER: DB = BENCH MARK DISK
 OZ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0471_STAMPING: D 162 1935
 OZ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0471+STABILITY: SURFACE MOTION
 OZ0471
 OZ0471  HISTORY     - Date     Condition        Report By
 OZ0471  HISTORY     - 1935     MONUMENTED       CGS
 OZ0471
 OZ0471                          STATION DESCRIPTION
 OZ0471
 OZ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0471'0.6 MI E FROM LESTER CREEK RANGER STATION.
 OZ0471'ABOUT 0.6 MILE EAST ALONG THE PINE ROAD FROM LESTER CREEK RANGER
 OZ0471'STATION, ELMORE COUNTY, ABOUT 0.5 MILE WEST OF THE JUNCTION OF A ROAD
 OZ0471'LEADING SOUTH, 61 FEET NORTH OF A SHEEP CORRAL, 33 FEET NORTH OF THE
 OZ0471'CENTER LINE OF THE ROAD, 9 FEET NORTH OF A POLE, AND 11 FEET SOUTH OF
 OZ0471'THE FENCE LINE.  A STANDARD DISK, STAMPED D 162 1935 AND SET IN THE
 OZ0471'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0481 ***********************************************************************
 OZ0481  DESIGNATION -  D 163
 OZ0481  PID         -  OZ0481
 OZ0481  STATE/COUNTY-  ID/ELMORE
 OZ0481  USGS QUAD   -  HOUSE MOUNTAIN (1973)
 OZ0481
 OZ0481                         *CURRENT SURVEY CONTROL
 OZ0481  ___________________________________________________________________
 OZ0481* NAD 83(1986)-  43 28 43.     (N)    115 26 55.     (W)     SCALED    
 OZ0481* NAVD 88     -      1705.438  (meters)    5595.26   (feet)  ADJUSTED  
 OZ0481  ___________________________________________________________________
 OZ0481  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 OZ0481  DYNAMIC HT  -        1704.458 (meters)    5592.04  (feet)  COMP
 OZ0481  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 OZ0481
 OZ0481  VERT ORDER  -  SECOND    CLASS 0
 OZ0481
 OZ0481.The horizontal coordinates were scaled from a topographic map and have
 OZ0481.an estimated accuracy of +/- 6 seconds.
 OZ0481
 OZ0481.The orthometric height was determined by differential leveling
 OZ0481.and adjusted by the National Geodetic Survey in June 1991..
 OZ0481
 OZ0481.The geoid height was determined by GEOID03.
 OZ0481
 OZ0481.The dynamic height is computed by dividing the NAVD 88
 OZ0481.geopotential number by the normal gravity value computed on the
 OZ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0481.degrees latitude (g = 980.6199 gals.).
 OZ0481
 OZ0481.The modeled gravity was interpolated from observed gravity values.
 OZ0481
 OZ0481;                    North         East    Units  Estimated Accuracy
 OZ0481;SPC ID W     -   201,310.      824,380.      MT  (+/- 180 meters Scaled)
 OZ0481
 OZ0481                          SUPERSEDED SURVEY CONTROL
 OZ0481
 OZ0481  NGVD 29 (??/??/92) 1704.309  (m)         5591.55   (f) ADJ UNCH    2 0
 OZ0481
 OZ0481.Superseded values are not recommended for survey control.
 OZ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0481.See file dsdata.txt to determine how the superseded data were derived.
 OZ0481
 OZ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ254151(NAD 83)
 OZ0481_MARKER: DB = BENCH MARK DISK
 OZ0481_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0481_SP_SET: ROCK OUTCROP
 OZ0481_STAMPING: D 163 1935
 OZ0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0481+STABILITY: POSITION/ELEVATION WELL
 OZ0481
 OZ0481  HISTORY     - Date     Condition        Report By
 OZ0481  HISTORY     - 1935     MONUMENTED       CGS
 OZ0481  HISTORY     - 1973     GOOD             USGS
 OZ0481
 OZ0481                          STATION DESCRIPTION
 OZ0481
 OZ0481'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0481'9.3 MI NW FROM LESTER CREEK GUARD STATION.
 OZ0481'ABOUT 9.3 MILES NORTHWEST ALONG THE PRAIRIE ROAD FROM THE LESTER CREEK
 OZ0481'GUARD STATION, ABOUT 1.2 MILES EAST OF THE SUMMITT OF THE ROAD,
 OZ0481'OPPOSITE OF A CURVE, 43 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 OZ0481'STANDARD DISK SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0067 ***********************************************************************
 NU0067  DESIGNATION -  D 164
 NU0067  PID         -  NU0067
 NU0067  STATE/COUNTY-  ID/BANNOCK
 NU0067  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0067
 NU0067                         *CURRENT SURVEY CONTROL
 NU0067  ___________________________________________________________________
 NU0067* NAD 83(1986)-  42 56 59.     (N)    112 27 38.     (W)     SCALED    
 NU0067* NAVD 88     -      1360.531  (meters)    4463.68   (feet)  ADJUSTED  
 NU0067  ___________________________________________________________________
 NU0067  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 NU0067  DYNAMIC HT  -        1359.765 (meters)    4461.16  (feet)  COMP
 NU0067  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 NU0067
 NU0067  VERT ORDER  -  FIRST     CLASS I
 NU0067
 NU0067.The horizontal coordinates were scaled from a topographic map and have
 NU0067.an estimated accuracy of +/- 6 seconds.
 NU0067
 NU0067.The orthometric height was determined by differential leveling
 NU0067.and adjusted by the National Geodetic Survey in June 1991..
 NU0067.WARNING-Repeat measurements at this control monument indicate possible
 NU0067.vertical movement.
 NU0067
 NU0067.The geoid height was determined by GEOID03.
 NU0067
 NU0067.The dynamic height is computed by dividing the NAVD 88
 NU0067.geopotential number by the normal gravity value computed on the
 NU0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0067.degrees latitude (g = 980.6199 gals.).
 NU0067
 NU0067.The modeled gravity was interpolated from observed gravity values.
 NU0067
 NU0067;                    North         East    Units  Estimated Accuracy
 NU0067;SPC ID E     -   142,560.      176,020.      MT  (+/- 180 meters Scaled)
 NU0067
 NU0067                          SUPERSEDED SURVEY CONTROL
 NU0067
 NU0067  NGVD 29 (08/20/92) 1359.485  (m)         4460.24   (f) ADJUSTED    1 1
 NU0067
 NU0067.Superseded values are not recommended for survey control.
 NU0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0067.See file dsdata.txt to determine how the superseded data were derived.
 NU0067
 NU0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN808562(NAD 83)
 NU0067_MARKER: DB = BENCH MARK DISK
 NU0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0067_SP_SET: CULVERT
 NU0067_STAMPING: D 164 1941
 NU0067_MARK LOGO: CGS   
 NU0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0067
 NU0067  HISTORY     - Date     Condition        Report By
 NU0067  HISTORY     - 1941     MONUMENTED       CGS
 NU0067  HISTORY     - 1960     GOOD             NGS
 NU0067  HISTORY     - 1967     GOOD             NGS
 NU0067  HISTORY     - 1983     GOOD             NGS
 NU0067
 NU0067                          STATION DESCRIPTION
 NU0067
 NU0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0067'5.7 MI S FROM FORT HALL.
 NU0067'5.7 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0067'FORT HALL, 2 POLES NORTH OF MILEPOLE 140, AT THE CROSSING OF AN
 NU0067'ASPHALT ROAD, IN TOP OF THE CENTER OF THE WEST CONCRETE HEAD WALL OF
 NU0067'CONCRETE IRRIGATION CULVERT 140.10, 15.0 FEET WEST OF THE WEST RAIL,
 NU0067'51 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT LOWER
 NU0067'THAN THE TRACK.
 NU0067
 NU0067                          STATION RECOVERY (1967)
 NU0067
 NU0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0067'RECOVERED IN GOOD CONDITION.
 NU0067
 NU0067                          STATION RECOVERY (1983)
 NU0067
 NU0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0800 ***********************************************************************
 NU0800  DESIGNATION -  D 165
 NU0800  PID         -  NU0800
 NU0800  STATE/COUNTY-  ID/BLAINE
 NU0800  USGS QUAD   -  LAKE WALCOTT EAST (1984)
 NU0800
 NU0800                         *CURRENT SURVEY CONTROL
 NU0800  ___________________________________________________________________
 NU0800* NAD 83(1986)-  42 42 55.     (N)    113 18 47.     (W)     SCALED    
 NU0800* NAVD 88     -      1303.774  (meters)    4277.47   (feet)  ADJUSTED  
 NU0800  ___________________________________________________________________
 NU0800  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 NU0800  DYNAMIC HT  -        1303.038 (meters)    4275.05  (feet)  COMP
 NU0800  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 NU0800
 NU0800  VERT ORDER  -  FIRST     CLASS II
 NU0800
 NU0800.The horizontal coordinates were scaled from a topographic map and have
 NU0800.an estimated accuracy of +/- 6 seconds.
 NU0800
 NU0800.The orthometric height was determined by differential leveling
 NU0800.and adjusted by the National Geodetic Survey in June 1991..
 NU0800
 NU0800.The geoid height was determined by GEOID03.
 NU0800
 NU0800.The dynamic height is computed by dividing the NAVD 88
 NU0800.geopotential number by the normal gravity value computed on the
 NU0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0800.degrees latitude (g = 980.6199 gals.).
 NU0800
 NU0800.The modeled gravity was interpolated from observed gravity values.
 NU0800
 NU0800;                    North         East    Units  Estimated Accuracy
 NU0800;SPC ID C     -   116,700.      556,270.      MT  (+/- 180 meters Scaled)
 NU0800
 NU0800                          SUPERSEDED SURVEY CONTROL
 NU0800
 NU0800  NGVD 29 (??/??/92) 1302.787  (m)         4274.23   (f) ADJ UNCH    1 2
 NU0800
 NU0800.Superseded values are not recommended for survey control.
 NU0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0800.See file dsdata.txt to determine how the superseded data were derived.
 NU0800
 NU0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN105317(NAD 83)
 NU0800_MARKER: DB = BENCH MARK DISK
 NU0800_SETTING: 66 = SET IN ROCK OUTCROP
 NU0800_SP_SET: LAVA OUTCROP
 NU0800_STAMPING: D 165 1941
 NU0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0800+STABILITY: POSITION/ELEVATION WELL
 NU0800
 NU0800  HISTORY     - Date     Condition        Report By
 NU0800  HISTORY     - 1941     MONUMENTED       CGS
 NU0800  HISTORY     - 1957     GOOD             USGS
 NU0800
 NU0800                          STATION DESCRIPTION
 NU0800
 NU0800'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0800'9.3 MI E FROM MINIDOKA.
 NU0800'IN BLAINE COUNTY, 9.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 NU0800'THE STATION AT MINIDOKA, MINIDOKA COUNTY, 5-1/2 POLES WEST OF MILEPOST
 NU0800'263, 1 POLE EAST OF SEMAPHORE 2631, 45 FEET SOUTH OF THE CENTERLINE OF
 NU0800'THE TRACK, 9 FEET NORTH OF A ROW OF POLES, AND IN THE TOP OF A LAVA
 NU0800'OUTCROP.  A STANDARD DISK, STAMPED D 165 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0456 ***********************************************************************
 SU0456  DESIGNATION -  D 166
 SU0456  PID         -  SU0456
 SU0456  STATE/COUNTY-  ID/SHOSHONE
 SU0456  USGS QUAD   -  AVERY (1995)
 SU0456
 SU0456                         *CURRENT SURVEY CONTROL
 SU0456  ___________________________________________________________________
 SU0456* NAD 83(1986)-  47 19 57.     (N)    115 45 16.     (W)     SCALED    
 SU0456* NAVD 88     -       924.778  (meters)    3034.04   (feet)  ADJUSTED  
 SU0456  ___________________________________________________________________
 SU0456  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 SU0456  DYNAMIC HT  -         924.707 (meters)    3033.81  (feet)  COMP
 SU0456  MODELED GRAV-     980,505.6   (mgal)                       NAVD 88
 SU0456
 SU0456  VERT ORDER  -  SECOND    CLASS 0
 SU0456
 SU0456.The horizontal coordinates were scaled from a topographic map and have
 SU0456.an estimated accuracy of +/- 6 seconds.
 SU0456
 SU0456.The orthometric height was determined by differential leveling
 SU0456.and adjusted by the National Geodetic Survey in June 1991..
 SU0456
 SU0456.The geoid height was determined by GEOID03.
 SU0456
 SU0456.The dynamic height is computed by dividing the NAVD 88
 SU0456.geopotential number by the normal gravity value computed on the
 SU0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0456.degrees latitude (g = 980.6199 gals.).
 SU0456
 SU0456.The modeled gravity was interpolated from observed gravity values.
 SU0456
 SU0456;                    North         East    Units  Estimated Accuracy
 SU0456;SPC ID W     -   629,560.      799,660.      MT  (+/- 180 meters Scaled)
 SU0456
 SU0456                          SUPERSEDED SURVEY CONTROL
 SU0456
 SU0456  NGVD 29 (??/??/92)  923.593  (m)         3030.15   (f) ADJ UNCH    2 0
 SU0456
 SU0456.Superseded values are not recommended for survey control.
 SU0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0456.See file dsdata.txt to determine how the superseded data were derived.
 SU0456
 SU0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN941428(NAD 83)
 SU0456_MARKER: DB = BENCH MARK DISK
 SU0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0456_SP_SET: TUNNEL
 SU0456_STAMPING: D 166 1935
 SU0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0456
 SU0456  HISTORY     - Date     Condition        Report By
 SU0456  HISTORY     - 1935     MONUMENTED       CGS
 SU0456  HISTORY     - 1963     GOOD             NGS
 SU0456
 SU0456                          STATION DESCRIPTION
 SU0456
 SU0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SU0456'7.7 MI N FROM AVERY.
 SU0456'7.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SU0456'RAILROAD FROM THE STATION AT AVERY, 0.5 MILE NORTH OF THE ABANDONED
 SU0456'STATION AT KYLE, 0.3 MILE SOUTH OF MILE POST NO. 1765, 10 FEET EAST OF
 SU0456'THE CENTER OF THE TRACK, IN THE EAST SIDE OF THE SOUTH PORTAL OF
 SU0456'TUNNEL NO. 32, 1 FOOT EAST OF THE WEST SIDE OF THE PORTAL AND 6 1/2
 SU0456'FEET ABOVE THE LEVEL OF THE TRACKS, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0467 ***********************************************************************
 SU0467  DESIGNATION -  D 167
 SU0467  PID         -  SU0467
 SU0467  STATE/COUNTY-  ID/SHOSHONE
 SU0467  USGS QUAD   -  WALLACE (1995)
 SU0467
 SU0467                         *CURRENT SURVEY CONTROL
 SU0467  ___________________________________________________________________
 SU0467* NAD 83(1986)-  47 29 25.     (N)    115 58 24.     (W)     SCALED    
 SU0467* NAVD 88     -       793.230  (meters)    2602.46   (feet)  ADJUSTED  
 SU0467  ___________________________________________________________________
 SU0467  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 SU0467  DYNAMIC HT  -         793.201 (meters)    2602.36  (feet)  COMP
 SU0467  MODELED GRAV-     980,551.2   (mgal)                       NAVD 88
 SU0467
 SU0467  VERT ORDER  -  SECOND    CLASS 0
 SU0467
 SU0467.The horizontal coordinates were scaled from a topographic map and have
 SU0467.an estimated accuracy of +/- 6 seconds.
 SU0467
 SU0467.The orthometric height was determined by differential leveling
 SU0467.and adjusted by the National Geodetic Survey in June 1991..
 SU0467
 SU0467.The geoid height was determined by GEOID03.
 SU0467
 SU0467.The dynamic height is computed by dividing the NAVD 88
 SU0467.geopotential number by the normal gravity value computed on the
 SU0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0467.degrees latitude (g = 980.6199 gals.).
 SU0467
 SU0467.The modeled gravity was interpolated from observed gravity values.
 SU0467
 SU0467;                    North         East    Units  Estimated Accuracy
 SU0467;SPC ID W     -   647,120.      783,170.      MT  (+/- 180 meters Scaled)
 SU0467
 SU0467                          SUPERSEDED SURVEY CONTROL
 SU0467
 SU0467  NGVD 29 (??/??/92)  792.091  (m)         2598.72   (f) ADJ UNCH    2 0
 SU0467
 SU0467.Superseded values are not recommended for survey control.
 SU0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0467.See file dsdata.txt to determine how the superseded data were derived.
 SU0467
 SU0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN773601(NAD 83)
 SU0467_MARKER: DB = BENCH MARK DISK
 SU0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0467_STAMPING: D 167 1935
 SU0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0467+STABILITY: SURFACE MOTION
 SU0467
 SU0467  HISTORY     - Date     Condition        Report By
 SU0467  HISTORY     - 1935     MONUMENTED       CGS
 SU0467  HISTORY     - 1956     MARK NOT FOUND   NGS
 SU0467
 SU0467                          STATION DESCRIPTION
 SU0467
 SU0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SU0467'1.4 MI E FROM OSBURN.
 SU0467'1.4 MILES EAST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND NAVIGATION
 SU0467'CO. RAILROAD FROM THE STATION AT OSBURN, SHOSHONE COUNTY, 0.3 MILE
 SU0467'EAST OF MILEPOST 77, 0.3 MILE WEST OF ARGENTINE SIDING, 130 FEET
 SU0467'NORTHEAST OF A SMALL SHACK, 120 FEET SOUTH OF THE CENTERLINE OF U.S.
 SU0467'HIGHWAY 10,  60.8 FEET SOUTHEAST OF THE CENTER OF A PRIVATE-ROAD
 SU0467'CROSSING, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 19.2 FEET
 SU0467'SOUTH OF A TELEPHONE POLE, 25.3 FEET EAST OF THE EAST END OF A GATE IN
 SU0467'THE RIGHT-OF-WAY FENCE, AND 1.5 FEET NORTH OF THE FENCE.  A STANDARD
 SU0467'DISK, STAMPED D 167 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 SU0467'THERE ARE SIGNS THAT HEAVY EQUIPMENT MAY HAVE WORKED IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0489 ***********************************************************************
 OZ0489  DESIGNATION -  D 169
 OZ0489  PID         -  OZ0489
 OZ0489  STATE/COUNTY-  ID/ELMORE
 OZ0489  USGS QUAD   -  ANDERSON RANCH DAM (1973)
 OZ0489
 OZ0489                         *CURRENT SURVEY CONTROL
 OZ0489  ___________________________________________________________________
 OZ0489* NAD 83(1986)-  43 19 55.     (N)    115 25 56.     (W)     SCALED    
 OZ0489* NAVD 88     -      1481.572  (meters)    4860.79   (feet)  ADJUSTED  
 OZ0489  ___________________________________________________________________
 OZ0489  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 OZ0489  DYNAMIC HT  -        1480.790 (meters)    4858.23  (feet)  COMP
 OZ0489  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 OZ0489
 OZ0489  VERT ORDER  -  SECOND    CLASS 0
 OZ0489
 OZ0489.The horizontal coordinates were scaled from a topographic map and have
 OZ0489.an estimated accuracy of +/- 6 seconds.
 OZ0489
 OZ0489.The orthometric height was determined by differential leveling
 OZ0489.and adjusted by the National Geodetic Survey in June 1991..
 OZ0489
 OZ0489.The geoid height was determined by GEOID03.
 OZ0489
 OZ0489.The dynamic height is computed by dividing the NAVD 88
 OZ0489.geopotential number by the normal gravity value computed on the
 OZ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0489.degrees latitude (g = 980.6199 gals.).
 OZ0489
 OZ0489.The modeled gravity was interpolated from observed gravity values.
 OZ0489
 OZ0489;                    North         East    Units  Estimated Accuracy
 OZ0489;SPC ID W     -   185,020.      825,770.      MT  (+/- 180 meters Scaled)
 OZ0489
 OZ0489                          SUPERSEDED SURVEY CONTROL
 OZ0489
 OZ0489  NGVD 29 (??/??/92) 1480.555  (m)         4857.45   (f) ADJ UNCH    2 0
 OZ0489
 OZ0489.Superseded values are not recommended for survey control.
 OZ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0489.See file dsdata.txt to determine how the superseded data were derived.
 OZ0489
 OZ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH270988(NAD 83)
 OZ0489_MARKER: DB = BENCH MARK DISK
 OZ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0489_STAMPING: D 169 1935
 OZ0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0489+STABILITY: SURFACE MOTION
 OZ0489
 OZ0489  HISTORY     - Date     Condition        Report By
 OZ0489  HISTORY     - 1935     MONUMENTED       CGS
 OZ0489  HISTORY     - 1973     GOOD             USGS
 OZ0489
 OZ0489                          STATION DESCRIPTION
 OZ0489
 OZ0489'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0489'26.4 MI NE FROM MOUNTAIN HOME.
 OZ0489'24.1 MILES NORTHEAST ALONG IDAHO HIGHWAY 68 FROM THE POST OFFICE IN
 OZ0489'MOUNTAIN HOME, THENCE 0.8 MILES NORTHWEST ALONG THE ANDERSON RANCH DAM
 OZ0489'ROAD TO THE SITE OF THE OLD DIXIE STORE, THENCE 1.5 MILES NORTHEAST
 OZ0489'ALONG THE OLD ROAD TO PINE, 112 FEET EAST OF A ROAD FORK, 35 FEET
 OZ0489'SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD, 205 FEET SOUTHEAST OF BM
 OZ0489'C169 1935.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND
 OZ0489'STAMPED D 169 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0523 ***********************************************************************
 PZ0523  DESIGNATION -  D 17
 PZ0523  PID         -  PZ0523
 PZ0523  STATE/COUNTY-  ID/LEMHI
 PZ0523  USGS QUAD   -  GOLDBUG RIDGE (1962)
 PZ0523
 PZ0523                         *CURRENT SURVEY CONTROL
 PZ0523  ___________________________________________________________________
 PZ0523* NAD 83(1986)-  44 54 35.     (N)    113 57 42.     (W)     SCALED    
 PZ0523* NAVD 88     -      1324.270  (meters)    4344.71   (feet)  ADJUSTED  
 PZ0523  ___________________________________________________________________
 PZ0523  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 PZ0523  DYNAMIC HT  -        1323.687 (meters)    4342.80  (feet)  COMP
 PZ0523  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 PZ0523
 PZ0523  VERT ORDER  -  FIRST     CLASS II
 PZ0523
 PZ0523.The horizontal coordinates were scaled from a topographic map and have
 PZ0523.an estimated accuracy of +/- 6 seconds.
 PZ0523
 PZ0523.The orthometric height was determined by differential leveling
 PZ0523.and adjusted by the National Geodetic Survey in June 1991..
 PZ0523
 PZ0523.The geoid height was determined by GEOID03.
 PZ0523
 PZ0523.The dynamic height is computed by dividing the NAVD 88
 PZ0523.geopotential number by the normal gravity value computed on the
 PZ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0523.degrees latitude (g = 980.6199 gals.).
 PZ0523
 PZ0523.The modeled gravity was interpolated from observed gravity values.
 PZ0523
 PZ0523;                    North         East    Units  Estimated Accuracy
 PZ0523;SPC ID C     -   360,280.      503,030.      MT  (+/- 180 meters Scaled)
 PZ0523
 PZ0523                          SUPERSEDED SURVEY CONTROL
 PZ0523
 PZ0523  NGVD 29 (??/??/92) 1323.080  (m)         4340.81   (f) ADJ UNCH    1 2
 PZ0523
 PZ0523.Superseded values are not recommended for survey control.
 PZ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0523.See file dsdata.txt to determine how the superseded data were derived.
 PZ0523
 PZ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ662771(NAD 83)
 PZ0523_MARKER: DB = BENCH MARK DISK
 PZ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0523_STAMPING: 4340.857 D 17 1933
 PZ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0523+STABILITY: SURFACE MOTION
 PZ0523
 PZ0523  HISTORY     - Date     Condition        Report By
 PZ0523  HISTORY     - 1933     MONUMENTED       CGS
 PZ0523
 PZ0523                          STATION DESCRIPTION
 PZ0523
 PZ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PZ0523'21.1 MI S FROM SALMON.
 PZ0523'21.1 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 PZ0523'HIGHWAY 28 AT SALMON, LEMHI COUNTY, 1.7 MILES NORTH OF WARM SPRINGS
 PZ0523'CREEK, AT THE BENJAMIN RANCH, 100 FEET NORTHWEST OF A LOG HOUSE, 30
 PZ0523'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND AT THE NORTHWEST
 PZ0523'CORNER OF THE YARD FENCE.  A STANDARD DISK, STAMPED 4340.857 D 17 1933
 PZ0523'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 PZ0523'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0693 ***********************************************************************
 NV0693  DESIGNATION -  D 170
 NV0693  PID         -  NV0693
 NV0693  STATE/COUNTY-  ID/OWYHEE
 NV0693  USGS QUAD   -  POT HOLE BUTTE (1981)
 NV0693
 NV0693                         *CURRENT SURVEY CONTROL
 NV0693  ___________________________________________________________________
 NV0693* NAD 83(1986)-  42 42 07.     (N)    115 32 21.     (W)     SCALED    
 NV0693* NAVD 88     -      1122.647  (meters)    3683.22   (feet)  ADJUSTED  
 NV0693  ___________________________________________________________________
 NV0693  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 NV0693  DYNAMIC HT  -        1122.060 (meters)    3681.29  (feet)  COMP
 NV0693  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 NV0693
 NV0693  VERT ORDER  -  SECOND    CLASS 0
 NV0693
 NV0693.The horizontal coordinates were scaled from a topographic map and have
 NV0693.an estimated accuracy of +/- 6 seconds.
 NV0693
 NV0693.The orthometric height was determined by differential leveling
 NV0693.and adjusted by the National Geodetic Survey in June 1991..
 NV0693
 NV0693.The geoid height was determined by GEOID03.
 NV0693
 NV0693.The dynamic height is computed by dividing the NAVD 88
 NV0693.geopotential number by the normal gravity value computed on the
 NV0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0693.degrees latitude (g = 980.6199 gals.).
 NV0693
 NV0693.The modeled gravity was interpolated from observed gravity values.
 NV0693
 NV0693;                    North         East    Units  Estimated Accuracy
 NV0693;SPC ID W     -   115,010.      817,270.      MT  (+/- 180 meters Scaled)
 NV0693
 NV0693                          SUPERSEDED SURVEY CONTROL
 NV0693
 NV0693  NGVD 29 (??/??/92) 1121.723  (m)         3680.19   (f) ADJ UNCH    2 0
 NV0693
 NV0693.Superseded values are not recommended for survey control.
 NV0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0693.See file dsdata.txt to determine how the superseded data were derived.
 NV0693
 NV0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH196287(NAD 83)
 NV0693_MARKER: DB = BENCH MARK DISK
 NV0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0693_STAMPING: D 170 1935
 NV0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0693+STABILITY: SURFACE MOTION
 NV0693
 NV0693  HISTORY     - Date     Condition        Report By
 NV0693  HISTORY     - 1935     MONUMENTED       CGS
 NV0693  HISTORY     - 1975     GOOD             USGS
 NV0693
 NV0693                          STATION DESCRIPTION
 NV0693
 NV0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0693'13.0 MI SE FROM HOT SPRING.
 NV0693'13.0 MILES SE ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING BRIDGE AT
 NV0693'HOT SPRING, 7.6 MILES SW OF SAILOR CAP BUTTE, 3.3 MILES E OF A ROAD
 NV0693'LEADING TO INDIAN COVE, 2.2 MILES W OF A ROAD LEADING TO WINTER CAMPS,
 NV0693'0.5 MILE W OF THE CROSSING OVER A DRY ROCKY GULCH, 53.0 FEET N OF THE
 NV0693'CENTER LINE OF THE ROAD, S. 59 DEG 43 MIN W. FROM THE CAIRN ON POT
 NV0693'HOLE BUTTE, S. 2 DEG 17 MIN W. FROM THE HIGHEST POINT OF PENCE BUTTE,
 NV0693'AND N. 84 DEG 29 MIN W. FROM THE HIGHEST POINT OF BLUE BUTTE. SET IN
 NV0693'THE TOP OF A CONCRETE POST.
 NV0693
 NV0693                          STATION RECOVERY (1975)
 NV0693
 NV0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0693'1.6 MI W. ON STATE HWY. 78 FROM INDIAN COVE BRIDGE OVER THE SNAKE
 NV0693'RIVER, THEN LEFT (S) ON GRADED RD. FOR 1.9 MI TO A Y-RD., THEN RIGHT
 NV0693'(S) FOR 0.9 MI TO Y-RD., THEN LEFT FOR 12.85 MI TO SIDE ROAD ON
 NV0693'RIGHT, THEN STRAIGHT AHEAD (SE) FOR 0.75 MI TO Y-RD., THEN RIGHT (SE)
 NV0693'ON BLADED RD. FOR 2.4 MI TO REVERSE Y ON LEFT, THEN STRAIGHT AHEAD
 NV0693'(SW) FOR 1.75 MI TO A T-RD., THEN RIGHT (NW) ON BLADED RD. FOR 2.2 MI
 NV0693'AND BENCH MARK ON RIGHT, ABOUT 750 FT NW OF A DRAIN X-ING, ABOUT 600
 NV0693'FT SE. OF A DRAIN X-ING, ABOUT 0.3 MI WSW. OF THE EAST 1/4 CORNER OF
 NV0693'SEC. 29, T. 8 S., R. 8 E., ABOUT 0.8 MI SE. OF A LOCKED GATE ENTERING
 NV0693'A RESTRICTED MILITARY AREA, ABOUT 3.2 MI SE. OF BENCH MARK D 3503
 NV0693'WHICH IS DESCRIBED ON THIS LINE TO REACH FROM BRUNEAU, 40 FT NE. OF
 NV0693'CENTERLINE RD., ON A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 0.5
 NV0693'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0545 ***********************************************************************
 NV0545  DESIGNATION -  D 171
 NV0545  PID         -  NV0545
 NV0545  STATE/COUNTY-  ID/OWYHEE
 NV0545  USGS QUAD   -  NOTCH BUTTE (1980)
 NV0545
 NV0545                         *CURRENT SURVEY CONTROL
 NV0545  ___________________________________________________________________
 NV0545* NAD 83(1986)-  42 39 32.     (N)    115 10 03.     (W)     SCALED    
 NV0545* NAVD 88     -      1051.640  (meters)    3450.26   (feet)  ADJUSTED  
 NV0545  ___________________________________________________________________
 NV0545  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 NV0545  DYNAMIC HT  -        1051.096 (meters)    3448.47  (feet)  COMP
 NV0545  MODELED GRAV-     980,068.7   (mgal)                       NAVD 88
 NV0545
 NV0545  VERT ORDER  -  SECOND    CLASS 0
 NV0545
 NV0545.The horizontal coordinates were scaled from a topographic map and have
 NV0545.an estimated accuracy of +/- 6 seconds.
 NV0545
 NV0545.The orthometric height was determined by differential leveling
 NV0545.and adjusted by the National Geodetic Survey in June 1991..
 NV0545
 NV0545.The geoid height was determined by GEOID03.
 NV0545
 NV0545.The dynamic height is computed by dividing the NAVD 88
 NV0545.geopotential number by the normal gravity value computed on the
 NV0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0545.degrees latitude (g = 980.6199 gals.).
 NV0545
 NV0545.The modeled gravity was interpolated from observed gravity values.
 NV0545
 NV0545;                    North         East    Units  Estimated Accuracy
 NV0545;SPC ID W     -   110,370.      847,760.      MT  (+/- 180 meters Scaled)
 NV0545
 NV0545                          SUPERSEDED SURVEY CONTROL
 NV0545
 NV0545  NGVD 29 (??/??/92) 1050.746  (m)         3447.32   (f) ADJ UNCH    2 0
 NV0545
 NV0545.Superseded values are not recommended for survey control.
 NV0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0545.See file dsdata.txt to determine how the superseded data were derived.
 NV0545
 NV0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH501245(NAD 83)
 NV0545_MARKER: DB = BENCH MARK DISK
 NV0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0545_STAMPING: D 171 1935
 NV0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0545+STABILITY: SURFACE MOTION
 NV0545
 NV0545  HISTORY     - Date     Condition        Report By
 NV0545  HISTORY     - 1935     MONUMENTED       CGS
 NV0545  HISTORY     - 1975     GOOD             USGS
 NV0545
 NV0545                          STATION DESCRIPTION
 NV0545
 NV0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0545'39.6 MI E FROM HOT SPRING.
 NV0545'ABOUT 39.6 MILES EAST ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING
 NV0545'BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 27.8 MILES WEST OF
 NV0545'CASTLEFORD, ABOUT 28.7 MILES SOUTHEAST OF GLENNS FERRY, ABOUT 1.6
 NV0545'MILES EAST OF THE NOTCH IN NOTCH BUTTE, ON A PLATEAU SLOPING SLIGHTLY
 NV0545'TO THE WEST, AND 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A
 NV0545'STANDARD DISK, STAMPED D 171 1935 AND SET IN THE TOP OF A CONCRETE
 NV0545'POST.
 NV0545
 NV0545                          STATION RECOVERY (1975)
 NV0545
 NV0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0545'FROM CASTLEFORD. 2.8 MI. W. AND 1.0 MI. N. TO RD. X-ING THEN LEFT (W)
 NV0545'FOR 2.8 MI. TO RD. Y, AND END OF PAVEMENT, THEN RIGHT (N) ON MAIN
 NV0545'ROAD FOR 4.8 MI. TO RD. X-ING, THEN LEFT (W) ON MAIN ROAD FOR 4.9 MI.
 NV0545'TO RD. X-ING, THEN RIGHT, (N) ON GRAVEL ROAD FOR 1.0 MI. N. AND 0.5
 NV0545'MI. W. TO END OF GRAVEL AT RANCH DRIVEWAY, THEN CONTINUE W. ON DIRT
 NV0545'ROAD FOR 1.0 MI. W., 0.5 MI. N. AND 1.3 MI. WESTERLY TO JCT. WITH
 NV0545'TRACK ROAD. THEN NW ON TRACK RD. FOR 1.15 MI. TO RD. Y, THEN LEFT
 NV0545'(W), FOR 0.95 MI. TO RD. X-ING, THEN RIGHT (NW) FOR 0.7 MI. TO BM ON
 NV0545'LEFT, LOCATED ABOUT 0.3 MI. W. OF THE EAST 1/4 COR. OF S 9/T9S/R11E,
 NV0545'JUST SE OF A POINT WHERE ROAD BEGINS TO DROP OFF A FLAT PLATEAU, 32
 NV0545'FT. SW OF CENTERLINE ROAD, ON A 6 IN. SQ. CONCRETE POST WHICH
 NV0545'PROJECTS 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0591 ***********************************************************************
 RZ0591  DESIGNATION -  D 172
 RZ0591  PID         -  RZ0591
 RZ0591  STATE/COUNTY-  ID/LATAH
 RZ0591  USGS QUAD   -  POTLATCH (1994)
 RZ0591
 RZ0591                         *CURRENT SURVEY CONTROL
 RZ0591  ___________________________________________________________________
 RZ0591* NAD 83(1986)-  46 54 35.     (N)    116 58 51.     (W)     SCALED    
 RZ0591* NAVD 88     -       749.641  (meters)    2459.45   (feet)  ADJUSTED  
 RZ0591  ___________________________________________________________________
 RZ0591  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 RZ0591  DYNAMIC HT  -         749.588 (meters)    2459.27  (feet)  COMP
 RZ0591  MODELED GRAV-     980,518.3   (mgal)                       NAVD 88
 RZ0591
 RZ0591  VERT ORDER  -  SECOND    CLASS 0
 RZ0591
 RZ0591.The horizontal coordinates were scaled from a topographic map and have
 RZ0591.an estimated accuracy of +/- 6 seconds.
 RZ0591
 RZ0591.The orthometric height was determined by differential leveling
 RZ0591.and adjusted by the National Geodetic Survey in June 1991..
 RZ0591
 RZ0591.The geoid height was determined by GEOID03.
 RZ0591
 RZ0591.The dynamic height is computed by dividing the NAVD 88
 RZ0591.geopotential number by the normal gravity value computed on the
 RZ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0591.degrees latitude (g = 980.6199 gals.).
 RZ0591
 RZ0591.The modeled gravity was interpolated from observed gravity values.
 RZ0591
 RZ0591;                    North         East    Units  Estimated Accuracy
 RZ0591;SPC ID W     -   583,290.      706,240.      MT  (+/- 180 meters Scaled)
 RZ0591
 RZ0591                          SUPERSEDED SURVEY CONTROL
 RZ0591
 RZ0591  NGVD 29 (??/??/92)  748.520  (m)         2455.77   (f) ADJ UNCH    2 0
 RZ0591
 RZ0591.Superseded values are not recommended for survey control.
 RZ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0591.See file dsdata.txt to determine how the superseded data were derived.
 RZ0591
 RZ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM014951(NAD 83)
 RZ0591_MARKER: DB = BENCH MARK DISK
 RZ0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0591_STAMPING: D 172 1935
 RZ0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0591+STABILITY: SURFACE MOTION
 RZ0591
 RZ0591  HISTORY     - Date     Condition        Report By
 RZ0591  HISTORY     - 1935     MONUMENTED       CGS
 RZ0591  HISTORY     - 1959     MARK NOT FOUND   USGS
 RZ0591
 RZ0591                          STATION DESCRIPTION
 RZ0591
 RZ0591'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 RZ0591'4.8 MI W FROM POTLATCH.
 RZ0591'4.8 MILES WEST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM
 RZ0591'THE STATION AT POTLATCH, 110 FEET SOUTHEAST OF A POWERLINE POLE, 50
 RZ0591'FEET EAST OF THE CENTERLINE OF THE TRACK, 3.5 FEET WEST OF THE
 RZ0591'NORTHWEST CORNER OF A FENCE, AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 RZ0591'FENCE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1220 ***********************************************************************
 NU1220  DESIGNATION -  D 176
 NU1220  PID         -  NU1220
 NU1220  STATE/COUNTY-  ID/CASSIA
 NU1220  USGS QUAD   -  RUPERT SE (1978)
 NU1220
 NU1220                         *CURRENT SURVEY CONTROL
 NU1220  ___________________________________________________________________
 NU1220* NAD 83(1986)-  42 31 19.     (N)    113 36 28.     (W)     SCALED    
 NU1220* NAVD 88     -      1288.654  (meters)    4227.86   (feet)  ADJUSTED  
 NU1220  ___________________________________________________________________
 NU1220  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NU1220  DYNAMIC HT  -        1287.913 (meters)    4225.43  (feet)  COMP
 NU1220  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 NU1220
 NU1220  VERT ORDER  -  SECOND    CLASS 0
 NU1220
 NU1220.The horizontal coordinates were scaled from a topographic map and have
 NU1220.an estimated accuracy of +/- 6 seconds.
 NU1220
 NU1220.The orthometric height was determined by differential leveling
 NU1220.and adjusted by the National Geodetic Survey in June 1991..
 NU1220
 NU1220.The geoid height was determined by GEOID03.
 NU1220
 NU1220.The dynamic height is computed by dividing the NAVD 88
 NU1220.geopotential number by the normal gravity value computed on the
 NU1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1220.degrees latitude (g = 980.6199 gals.).
 NU1220
 NU1220.The modeled gravity was interpolated from observed gravity values.
 NU1220
 NU1220;                    North         East    Units  Estimated Accuracy
 NU1220;SPC ID C     -    95,070.      532,230.      MT  (+/- 180 meters Scaled)
 NU1220
 NU1220                          SUPERSEDED SURVEY CONTROL
 NU1220
 NU1220  NGVD 29 (??/??/92) 1287.683  (m)         4224.67   (f) ADJ UNCH    2 0
 NU1220
 NU1220.Superseded values are not recommended for survey control.
 NU1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1220.See file dsdata.txt to determine how the superseded data were derived.
 NU1220
 NU1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN857110(NAD 83)
 NU1220_MARKER: DD = SURVEY DISK
 NU1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1220_STAMPING: USBM D 176 476+66.6
 NU1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1220+STABILITY: SURFACE MOTION
 NU1220
 NU1220  HISTORY     - Date     Condition        Report By
 NU1220  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1220  HISTORY     - 1935     GOOD             NGS
 NU1220  HISTORY     - 1963     MARK NOT FOUND   USGS
 NU1220
 NU1220                          STATION DESCRIPTION
 NU1220
 NU1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1220'10.0 MI W FROM COTTEREL.
 NU1220'10.0 MILES WEST ALONG U. S. HIGHWAY 30 S FROM COTTEREL, CASSIA COUNTY,
 NU1220'AT THE INTERSECTION OF A NORTH AND SOUTH ROAD, 63 FEET SOUTH OF THE
 NU1220'CENTERLINE OF THE HIGHWAY, 40 FEET NORTH OF THE UNION PACIFIC RAILROAD
 NU1220'TRACK, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN THE
 NU1220'RIGHT-OF-WAY FENCE CORNER.  AN IDAHO DEPARTMENT OF PUBLIC WORKS
 NU1220'STANDARD DISK, STAMPED USBM D 176 476+66.6 AND SET IN THE TOP OF A
 NU1220'CONCRETE POST.
 NU1220
 NU1220                          STATION RECOVERY (1963)
 NU1220
 NU1220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NU1220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1241 ***********************************************************************
 NU1241  DESIGNATION -  D 177
 NU1241  PID         -  NU1241
 NU1241  STATE/COUNTY-  ID/CASSIA
 NU1241  USGS QUAD   -  RUPERT SE (1978)
 NU1241
 NU1241                         *CURRENT SURVEY CONTROL
 NU1241  ___________________________________________________________________
 NU1241* NAD 83(1986)-  42 31 59.     (N)    113 33 24.     (W)     SCALED    
 NU1241* NAVD 88     -      1318.480  (meters)    4325.71   (feet)  ADJUSTED  
 NU1241  ___________________________________________________________________
 NU1241  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1241  DYNAMIC HT  -        1317.726 (meters)    4323.24  (feet)  COMP
 NU1241  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 NU1241
 NU1241  VERT ORDER  -  SECOND    CLASS 0
 NU1241
 NU1241.The horizontal coordinates were scaled from a topographic map and have
 NU1241.an estimated accuracy of +/- 6 seconds.
 NU1241
 NU1241.The orthometric height was determined by differential leveling
 NU1241.and adjusted by the National Geodetic Survey in June 1991..
 NU1241
 NU1241.The geoid height was determined by GEOID03.
 NU1241
 NU1241.The dynamic height is computed by dividing the NAVD 88
 NU1241.geopotential number by the normal gravity value computed on the
 NU1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1241.degrees latitude (g = 980.6199 gals.).
 NU1241
 NU1241.The modeled gravity was interpolated from observed gravity values.
 NU1241
 NU1241;                    North         East    Units  Estimated Accuracy
 NU1241;SPC ID C     -    96,330.      536,420.      MT  (+/- 180 meters Scaled)
 NU1241
 NU1241                          SUPERSEDED SURVEY CONTROL
 NU1241
 NU1241  NGVD 29 (??/??/92) 1317.51   (m)         4322.5    (f) COMPUTED    2 0
 NU1241
 NU1241.Superseded values are not recommended for survey control.
 NU1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1241.See file dsdata.txt to determine how the superseded data were derived.
 NU1241
 NU1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN900121(NAD 83)
 NU1241_MARKER: DD = SURVEY DISK
 NU1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1241_STAMPING: USBM D 177
 NU1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1241+STABILITY: SURFACE MOTION
 NU1241
 NU1241  HISTORY     - Date     Condition        Report By
 NU1241  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1241  HISTORY     - 1935     GOOD             NGS
 NU1241
 NU1241                          STATION DESCRIPTION
 NU1241
 NU1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1241'6.6 MI W FROM COTTEREL.
 NU1241'6.6 MILES WEST OF AND ALONG THE US HWY NO. 30S 50 FEET NORTH OF CENTER
 NU1241'OF HIGHWAY.  ON TOP OF SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1242 ***********************************************************************
 NU1242  DESIGNATION -  D 177 RESET
 NU1242  PID         -  NU1242
 NU1242  STATE/COUNTY-  ID/CASSIA
 NU1242  USGS QUAD   -  RUPERT SE (1978)
 NU1242
 NU1242                         *CURRENT SURVEY CONTROL
 NU1242  ___________________________________________________________________
 NU1242* NAD 83(1986)-  42 32 00.     (N)    113 33 23.     (W)     SCALED    
 NU1242* NAVD 88     -      1318.152  (meters)    4324.64   (feet)  ADJUSTED  
 NU1242  ___________________________________________________________________
 NU1242  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1242  DYNAMIC HT  -        1317.399 (meters)    4322.17  (feet)  COMP
 NU1242  MODELED GRAV-     980,003.4   (mgal)                       NAVD 88
 NU1242
 NU1242  VERT ORDER  -  SECOND    CLASS 0
 NU1242
 NU1242.The horizontal coordinates were scaled from a topographic map and have
 NU1242.an estimated accuracy of +/- 6 seconds.
 NU1242
 NU1242.The orthometric height was determined by differential leveling
 NU1242.and adjusted by the National Geodetic Survey in June 1991..
 NU1242
 NU1242.The geoid height was determined by GEOID03.
 NU1242
 NU1242.The dynamic height is computed by dividing the NAVD 88
 NU1242.geopotential number by the normal gravity value computed on the
 NU1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1242.degrees latitude (g = 980.6199 gals.).
 NU1242
 NU1242.The modeled gravity was interpolated from observed gravity values.
 NU1242
 NU1242;                    North         East    Units  Estimated Accuracy
 NU1242;SPC ID C     -    96,360.      536,440.      MT  (+/- 180 meters Scaled)
 NU1242
 NU1242                          SUPERSEDED SURVEY CONTROL
 NU1242
 NU1242  NGVD 29 (??/??/92) 1317.184  (m)         4321.46   (f) ADJ UNCH    2 0
 NU1242
 NU1242.Superseded values are not recommended for survey control.
 NU1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1242.See file dsdata.txt to determine how the superseded data were derived.
 NU1242
 NU1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN900121(NAD 83)
 NU1242_MARKER: DD = SURVEY DISK
 NU1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1242_STAMPING: R.P.P.O.T.625+00.0 OFF. 60.0 USBM D 177 RESET 1951
 NU1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1242+STABILITY: SURFACE MOTION
 NU1242
 NU1242  HISTORY     - Date     Condition        Report By
 NU1242  HISTORY     - 1951     MONUMENTED       IDPWD
 NU1242  HISTORY     - 1958     GOOD             NGS
 NU1242
 NU1242                          STATION DESCRIPTION
 NU1242
 NU1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU1242'3.8 MI E FROM DECLO.
 NU1242'3.8 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF STATE
 NU1242'HIGHWAY 77 AT DECLO, 0.1 MILE NORTHWEST OF MILEPOLE 251, AT THE SUMMIT
 NU1242'OF A SMALL HILL, 60 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 NU1242'9 FEET NORTHWEST OF A FENCE, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY,
 NU1242'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 NU1242'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0597 ***********************************************************************
 NU0597  DESIGNATION -  D 179
 NU0597  PID         -  NU0597
 NU0597  STATE/COUNTY-  ID/POWER
 NU0597  USGS QUAD   -  FLATIRON HILL (1971)
 NU0597
 NU0597                         *CURRENT SURVEY CONTROL
 NU0597  ___________________________________________________________________
 NU0597* NAD 83(1986)-  42 39 55.     (N)    112 35 34.     (W)     SCALED    
 NU0597* NAVD 88     -      1460.331  (meters)    4791.10   (feet)  ADJUSTED  
 NU0597  ___________________________________________________________________
 NU0597  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 NU0597  DYNAMIC HT  -        1459.438 (meters)    4788.17  (feet)  COMP
 NU0597  MODELED GRAV-     979,958.4   (mgal)                       NAVD 88
 NU0597
 NU0597  VERT ORDER  -  SECOND    CLASS 0
 NU0597
 NU0597.The horizontal coordinates were scaled from a topographic map and have
 NU0597.an estimated accuracy of +/- 6 seconds.
 NU0597
 NU0597.The orthometric height was determined by differential leveling
 NU0597.and adjusted by the National Geodetic Survey in June 1991..
 NU0597
 NU0597.The geoid height was determined by GEOID03.
 NU0597
 NU0597.The dynamic height is computed by dividing the NAVD 88
 NU0597.geopotential number by the normal gravity value computed on the
 NU0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0597.degrees latitude (g = 980.6199 gals.).
 NU0597
 NU0597.The modeled gravity was interpolated from observed gravity values.
 NU0597
 NU0597;                    North         East    Units  Estimated Accuracy
 NU0597;SPC ID E     -   111,000.      165,070.      MT  (+/- 180 meters Scaled)
 NU0597
 NU0597                          SUPERSEDED SURVEY CONTROL
 NU0597
 NU0597  NGVD 29 (??/??/92) 1459.253  (m)         4787.57   (f) ADJ UNCH    2 0
 NU0597
 NU0597.Superseded values are not recommended for survey control.
 NU0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0597.See file dsdata.txt to determine how the superseded data were derived.
 NU0597
 NU0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN694248(NAD 83)
 NU0597_MARKER: DB = BENCH MARK DISK
 NU0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0597_STAMPING: D 179 1935
 NU0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0597+STABILITY: SURFACE MOTION
 NU0597
 NU0597  HISTORY     - Date     Condition        Report By
 NU0597  HISTORY     - 1935     MONUMENTED       CGS
 NU0597  HISTORY     - 1938     GOOD             NGS
 NU0597  HISTORY     - 1969     MARK NOT FOUND   USGS
 NU0597
 NU0597                          STATION DESCRIPTION
 NU0597
 NU0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0597'7.7 MI N FROM PAULINE.
 NU0597'7.7 MILES NORTH ALONG THE SCHILLER ROAD FROM PAULINE, POWER COUNTY, AT
 NU0597'THE NORTH END OF A SHORT GRADE, 0.2 MILE NORTH OF A FENCE CORNER AT
 NU0597'THE TOP OF THE GRADE, AND 55 FEET WEST OF THE CENTERLINE OF THE ROAD.
 NU0597'A STANDARD DISK, STAMPED D 179 1935 AND SET IN THE TOP OF A CONCRETE
 NU0597'POST.
 NU0597
 NU0597                          STATION RECOVERY (1969)
 NU0597
 NU0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NU0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0536 ***********************************************************************
 PZ0536  DESIGNATION -  D 18
 PZ0536  PID         -  PZ0536
 PZ0536  STATE/COUNTY-  ID/LEMHI
 PZ0536  USGS QUAD   -  LEMHI (1989)
 PZ0536
 PZ0536                         *CURRENT SURVEY CONTROL
 PZ0536  ___________________________________________________________________
 PZ0536* NAD 83(1986)-  44 50 52.     (N)    113 37 14.     (W)     SCALED    
 PZ0536* NAVD 88     -      1586.968  (meters)    5206.58   (feet)  ADJUSTED  
 PZ0536  ___________________________________________________________________
 PZ0536  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 PZ0536  DYNAMIC HT  -        1586.203 (meters)    5204.07  (feet)  COMP
 PZ0536  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 PZ0536
 PZ0536  VERT ORDER  -  FIRST     CLASS II
 PZ0536
 PZ0536.The horizontal coordinates were scaled from a topographic map and have
 PZ0536.an estimated accuracy of +/- 6 seconds.
 PZ0536
 PZ0536.The orthometric height was determined by differential leveling
 PZ0536.and adjusted by the National Geodetic Survey in June 1991..
 PZ0536
 PZ0536.The geoid height was determined by GEOID03.
 PZ0536
 PZ0536.The dynamic height is computed by dividing the NAVD 88
 PZ0536.geopotential number by the normal gravity value computed on the
 PZ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0536.degrees latitude (g = 980.6199 gals.).
 PZ0536
 PZ0536.The modeled gravity was interpolated from observed gravity values.
 PZ0536
 PZ0536;                    North         East    Units  Estimated Accuracy
 PZ0536;SPC ID C     -   353,470.      530,000.      MT  (+/- 180 meters Scaled)
 PZ0536
 PZ0536                          SUPERSEDED SURVEY CONTROL
 PZ0536
 PZ0536  NGVD 29 (??/??/92) 1585.708  (m)         5202.44   (f) ADJ UNCH    1 2
 PZ0536
 PZ0536.Superseded values are not recommended for survey control.
 PZ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0536.See file dsdata.txt to determine how the superseded data were derived.
 PZ0536
 PZ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ929693(NAD 83)
 PZ0536_MARKER: DB = BENCH MARK DISK
 PZ0536_SETTING: 80 = SET IN A BOULDER
 PZ0536_SP_SET: BOULDER
 PZ0536_STAMPING: 5202.486
 PZ0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0536+STABILITY: SURFACE MOTION
 PZ0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PZ0536+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 PZ0536
 PZ0536  HISTORY     - Date     Condition        Report By
 PZ0536  HISTORY     - UNK      MONUMENTED       CGS
 PZ0536  HISTORY     - 1956     GOOD             USGS
 PZ0536  HISTORY     - 20010501 GOOD             IDTD
 PZ0536
 PZ0536                          STATION DESCRIPTION
 PZ0536
 PZ0536'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0536'17.8 MI NW FROM LEADORE.
 PZ0536'FROM ITS JUNCTION WITH HIGHWAY 93 AT SALMON, IDAHO, 28.3 MILES
 PZ0536'SOUTHEAST ALONG HIGHWAY 28, 0.3 MI. SOUTHEAST OF LEMHI POST OFFICE,
 PZ0536'17.8 MI. NORTHWEST OF LEADORE, AT A TURNOUT ON HIGHWAY 28, IN THE
 PZ0536'RIVER FLATS ON THE SOUTHEAST CORNER OF A 20-FT. CONGLOMERATE BOULDER 3
 PZ0536'FEET HIGHER THAN THE GROUND.  A STANDARD DISK STAMPED 5202.486. NOTE--
 PZ0536'75 FEET WEST OF HWY. STA. 1465+70, PROJECT F-6411 (501).
 PZ0536
 PZ0536                          STATION RECOVERY (2001)
 PZ0536
 PZ0536'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 PZ0536'ON SH-28 AT M.P. 107.859, 21.5 M. WEST OF PAINTED CENTERLINE. MARK IS
 PZ0536'ALSO .469 KM. SOUTH ALONG SH-28 FROM THE FRONT DOOR OF THE LEMHI
 PZ0536'MERCANTILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0665 ***********************************************************************
 NU0665  DESIGNATION -  D 180
 NU0665  PID         -  NU0665
 NU0665  STATE/COUNTY-  ID/POWER
 NU0665  USGS QUAD   -  ROCKLAND EAST (1971)
 NU0665
 NU0665                         *CURRENT SURVEY CONTROL
 NU0665  ___________________________________________________________________
 NU0665* NAD 83(1986)-  42 33 25.     (N)    112 52 10.     (W)     SCALED    
 NU0665* NAVD 88     -      1426.492  (meters)    4680.08   (feet)  ADJUSTED  
 NU0665  ___________________________________________________________________
 NU0665  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 NU0665  DYNAMIC HT  -        1425.597 (meters)    4677.15  (feet)  COMP
 NU0665  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 NU0665
 NU0665  VERT ORDER  -  SECOND    CLASS 0
 NU0665
 NU0665.The horizontal coordinates were scaled from a topographic map and have
 NU0665.an estimated accuracy of +/- 6 seconds.
 NU0665
 NU0665.The orthometric height was determined by differential leveling
 NU0665.and adjusted by the National Geodetic Survey in June 1991..
 NU0665
 NU0665.The geoid height was determined by GEOID03.
 NU0665
 NU0665.The dynamic height is computed by dividing the NAVD 88
 NU0665.geopotential number by the normal gravity value computed on the
 NU0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0665.degrees latitude (g = 980.6199 gals.).
 NU0665
 NU0665.The modeled gravity was interpolated from observed gravity values.
 NU0665
 NU0665;                    North         East    Units  Estimated Accuracy
 NU0665;SPC ID E     -    99,120.      142,290.      MT  (+/- 180 meters Scaled)
 NU0665
 NU0665                          SUPERSEDED SURVEY CONTROL
 NU0665
 NU0665  NGVD 29 (??/??/92) 1425.419  (m)         4676.56   (f) ADJ UNCH    2 0
 NU0665
 NU0665.Superseded values are not recommended for survey control.
 NU0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0665.See file dsdata.txt to determine how the superseded data were derived.
 NU0665
 NU0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN465133(NAD 83)
 NU0665_MARKER: DB = BENCH MARK DISK
 NU0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0665_STAMPING: D 180 1935
 NU0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0665+STABILITY: SURFACE MOTION
 NU0665
 NU0665  HISTORY     - Date     Condition        Report By
 NU0665  HISTORY     - 1935     MONUMENTED       CGS
 NU0665  HISTORY     - 1951     MARK NOT FOUND   NGS
 NU0665
 NU0665                          STATION DESCRIPTION
 NU0665
 NU0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NU0665'1.3 MI S FROM ROCKLAND.
 NU0665'1.3 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE LATTER DAY SAINTS
 NU0665'CHURCH AT ROCKLAND, POWER COUNTY, AT A 2-STORY RANCH HOUSE, 45 FEET
 NU0665'EAST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET NORTH OF THE NORTHEAST
 NU0665'CORNER OF THE HOUSE, AND 5 FEET EAST OF THE FENCE LINE.  A STANDARD
 NU0665'DISK, STAMPED D 180 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0323 ***********************************************************************
 NU0323  DESIGNATION -  D 181
 NU0323  PID         -  NU0323
 NU0323  STATE/COUNTY-  ID/ONEIDA
 NU0323  USGS QUAD   -  DANIELS (1968)
 NU0323
 NU0323                         *CURRENT SURVEY CONTROL
 NU0323  ___________________________________________________________________
 NU0323* NAD 83(1986)-  42 17 18.     (N)    112 23 51.     (W)     SCALED    
 NU0323* NAVD 88     -      1509.574  (meters)    4952.66   (feet)  ADJUSTED  
 NU0323  ___________________________________________________________________
 NU0323  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 NU0323  DYNAMIC HT  -        1508.568 (meters)    4949.36  (feet)  COMP
 NU0323  MODELED GRAV-     979,902.2   (mgal)                       NAVD 88
 NU0323
 NU0323  VERT ORDER  -  SECOND    CLASS 0
 NU0323
 NU0323.The horizontal coordinates were scaled from a topographic map and have
 NU0323.an estimated accuracy of +/- 6 seconds.
 NU0323
 NU0323.The orthometric height was determined by differential leveling
 NU0323.and adjusted by the National Geodetic Survey in June 1991..
 NU0323
 NU0323.The geoid height was determined by GEOID03.
 NU0323
 NU0323.The dynamic height is computed by dividing the NAVD 88
 NU0323.geopotential number by the normal gravity value computed on the
 NU0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0323.degrees latitude (g = 980.6199 gals.).
 NU0323
 NU0323.The modeled gravity was interpolated from observed gravity values.
 NU0323
 NU0323;                    North         East    Units  Estimated Accuracy
 NU0323;SPC ID E     -    69,070.      180,960.      MT  (+/- 180 meters Scaled)
 NU0323
 NU0323                          SUPERSEDED SURVEY CONTROL
 NU0323
 NU0323  NGVD 29 (??/??/92) 1508.469  (m)         4949.04   (f) ADJ UNCH    2 0
 NU0323
 NU0323.Superseded values are not recommended for survey control.
 NU0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0323.See file dsdata.txt to determine how the superseded data were derived.
 NU0323
 NU0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM847827(NAD 83)
 NU0323_MARKER: DB = BENCH MARK DISK
 NU0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0323_STAMPING: D 181 1935
 NU0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0323+STABILITY: SURFACE MOTION
 NU0323
 NU0323  HISTORY     - Date     Condition        Report By
 NU0323  HISTORY     - 1935     MONUMENTED       CGS
 NU0323  HISTORY     - 1967     MARK NOT FOUND   USGS
 NU0323
 NU0323                          STATION DESCRIPTION
 NU0323
 NU0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU0323'12.4 MI NW FROM MALAD CITY.
 NU0323'ABOUT 12.4 MILES NORTHWEST ALONG THE GRAVEL ROAD LEADING TO ELK HORN
 NU0323'DAM FROM MALAD CITY, ONEIDA COUNTY, ABOUT 75 FEET NORTHEAST OF A
 NU0323'FARMHOUSE, AT A ROAD JUNCTION, ABOUT 60 FEET SOUTH OF THE CENTER LINE
 NU0323'OF THE SIDE ROAD, 36 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD,
 NU0323'AND 48 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED D 181
 NU0323'1935 AND SET IN THE TOP OF A CONCRETE POST.
 NU0323
 NU0323                          STATION RECOVERY (1967)
 NU0323
 NU0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1111 ***********************************************************************
 NU1111  DESIGNATION -  D 183
 NU1111  PID         -  NU1111
 NU1111  STATE/COUNTY-  ID/CASSIA
 NU1111  USGS QUAD   -  CONNOR RIDGE (1976)
 NU1111
 NU1111                         *CURRENT SURVEY CONTROL
 NU1111  ___________________________________________________________________
 NU1111* NAD 83(1986)-  42 15 35.     (N)    113 32 33.     (W)     SCALED    
 NU1111* NAVD 88     -      1558.984  (meters)    5114.77   (feet)  ADJUSTED  
 NU1111  ___________________________________________________________________
 NU1111  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 NU1111  DYNAMIC HT  -        1557.944 (meters)    5111.35  (feet)  COMP
 NU1111  MODELED GRAV-     979,899.8   (mgal)                       NAVD 88
 NU1111
 NU1111  VERT ORDER  -  SECOND    CLASS 0
 NU1111
 NU1111.The horizontal coordinates were scaled from a topographic map and have
 NU1111.an estimated accuracy of +/- 6 seconds.
 NU1111
 NU1111.The orthometric height was determined by differential leveling
 NU1111.and adjusted by the National Geodetic Survey in June 1991..
 NU1111
 NU1111.The geoid height was determined by GEOID03.
 NU1111
 NU1111.The dynamic height is computed by dividing the NAVD 88
 NU1111.geopotential number by the normal gravity value computed on the
 NU1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1111.degrees latitude (g = 980.6199 gals.).
 NU1111
 NU1111.The modeled gravity was interpolated from observed gravity values.
 NU1111
 NU1111;                    North         East    Units  Estimated Accuracy
 NU1111;SPC ID C     -    65,970.      537,750.      MT  (+/- 180 meters Scaled)
 NU1111
 NU1111                          SUPERSEDED SURVEY CONTROL
 NU1111
 NU1111  NGVD 29 (??/??/92) 1557.91   (m)         5111.2    (f) COMPUTED    2 0
 NU1111
 NU1111.Superseded values are not recommended for survey control.
 NU1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1111.See file dsdata.txt to determine how the superseded data were derived.
 NU1111
 NU1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM902817(NAD 83)
 NU1111_MARKER: DB = BENCH MARK DISK
 NU1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1111_STAMPING: D 183 1935
 NU1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1111+STABILITY: SURFACE MOTION
 NU1111
 NU1111  HISTORY     - Date     Condition        Report By
 NU1111  HISTORY     - 1935     MONUMENTED       CGS
 NU1111  HISTORY     - 1967     MARK NOT FOUND   USGS
 NU1111
 NU1111                          STATION DESCRIPTION
 NU1111
 NU1111'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NU1111'10.4 MI W FROM MALTA.
 NU1111'10.4 MILES WEST ALONG THE OAKLEY ROAD FROM MALTA, 0.5 MILES WEST OF A
 NU1111'FARMHOUSE AND A GROVE OF TREES, 75 FEET EAST OF A FENCE CORNER, 58
 NU1111'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ON THE FENCE LINE. SET
 NU1111'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0528 ***********************************************************************
 NU0528  DESIGNATION -  D 185
 NU0528  PID         -  NU0528
 NU0528  STATE/COUNTY-  ID/ONEIDA
 NU0528  USGS QUAD   -  BLACK PINE (1973)
 NU0528
 NU0528                         *CURRENT SURVEY CONTROL
 NU0528  ___________________________________________________________________
 NU0528* NAD 83(1986)-  42 03 26.     (N)    112 56 40.     (W)     SCALED    
 NU0528* NAVD 88     -      1419.068  (meters)    4655.73   (feet)  ADJUSTED  
 NU0528  ___________________________________________________________________
 NU0528  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 NU0528  DYNAMIC HT  -        1418.108 (meters)    4652.58  (feet)  COMP
 NU0528  MODELED GRAV-     979,896.8   (mgal)                       NAVD 88
 NU0528
 NU0528  VERT ORDER  -  SECOND    CLASS 0
 NU0528
 NU0528.The horizontal coordinates were scaled from a topographic map and have
 NU0528.an estimated accuracy of +/- 6 seconds.
 NU0528
 NU0528.The orthometric height was determined by differential leveling
 NU0528.and adjusted by the National Geodetic Survey in June 1991..
 NU0528
 NU0528.The geoid height was determined by GEOID03.
 NU0528
 NU0528.The dynamic height is computed by dividing the NAVD 88
 NU0528.geopotential number by the normal gravity value computed on the
 NU0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0528.degrees latitude (g = 980.6199 gals.).
 NU0528
 NU0528.The modeled gravity was interpolated from observed gravity values.
 NU0528
 NU0528;                    North         East    Units  Estimated Accuracy
 NU0528;SPC ID E     -    43,670.      135,620.      MT  (+/- 180 meters Scaled)
 NU0528
 NU0528                          SUPERSEDED SURVEY CONTROL
 NU0528
 NU0528  NGVD 29 (??/??/92) 1418.000  (m)         4652.22   (f) ADJ UNCH    2 0
 NU0528
 NU0528.Superseded values are not recommended for survey control.
 NU0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0528.See file dsdata.txt to determine how the superseded data were derived.
 NU0528
 NU0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM391579(NAD 83)
 NU0528_MARKER: DB = BENCH MARK DISK
 NU0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0528_STAMPING: D 185 1935
 NU0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0528+STABILITY: SURFACE MOTION
 NU0528
 NU0528  HISTORY     - Date     Condition        Report By
 NU0528  HISTORY     - 1935     MONUMENTED       CGS
 NU0528  HISTORY     - 1938     GOOD             NGS
 NU0528
 NU0528                          STATION DESCRIPTION
 NU0528
 NU0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0528'14.0 MI W FROM SNOWVILLE.
 NU0528'IN ONEIDA COUNTY, IDAHO, 14 MILES WEST ALONG U.S. HIGHWAY 30 S FROM
 NU0528'SNOWVILLE, BOX ELDER COUNTY, UTAH, 6.2 MILES NORTH ALONG THE MALTA
 NU0528'ROAD.  AT A ROAD INTERSECTION 69 FEET EAST OF THE CENTERLINE OF THE
 NU0528'NORTH-AND-SOUTH ROAD, 22 FEET SOUTH OF THE CENTERLINE OF THE
 NU0528'EAST-AND-WEST ROAD, 40 FEET EAST OF A FENCE CORNER, AND IN THE FENCE
 NU0528'LINE.  A STANDARD DISK, STAMPED D 185 1935 AND SET IN THE TOP OF A
 NU0528'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0493 ***********************************************************************
 NU0493  DESIGNATION -  D 186
 NU0493  PID         -  NU0493
 NU0493  STATE/COUNTY-  ID/POWER
 NU0493  USGS QUAD   -  ROY (1973)
 NU0493
 NU0493                         *CURRENT SURVEY CONTROL
 NU0493  ___________________________________________________________________
 NU0493* NAD 83(1986)-  42 20 18.     (N)    112 49 59.     (W)     SCALED    
 NU0493* NAVD 88     -      1578.193  (meters)    5177.79   (feet)  ADJUSTED  
 NU0493  ___________________________________________________________________
 NU0493  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 NU0493  DYNAMIC HT  -        1577.120 (meters)    5174.27  (feet)  COMP
 NU0493  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 NU0493
 NU0493  VERT ORDER  -  SECOND    CLASS 0
 NU0493
 NU0493.The horizontal coordinates were scaled from a topographic map and have
 NU0493.an estimated accuracy of +/- 6 seconds.
 NU0493
 NU0493.The orthometric height was determined by differential leveling
 NU0493.and adjusted by the National Geodetic Survey in June 1991..
 NU0493
 NU0493.The geoid height was determined by GEOID03.
 NU0493
 NU0493.The dynamic height is computed by dividing the NAVD 88
 NU0493.geopotential number by the normal gravity value computed on the
 NU0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0493.degrees latitude (g = 980.6199 gals.).
 NU0493
 NU0493.The modeled gravity was interpolated from observed gravity values.
 NU0493
 NU0493;                    North         East    Units  Estimated Accuracy
 NU0493;SPC ID E     -    74,820.      145,090.      MT  (+/- 180 meters Scaled)
 NU0493
 NU0493                          SUPERSEDED SURVEY CONTROL
 NU0493
 NU0493  NGVD 29 (??/??/92) 1577.061  (m)         5174.07   (f) ADJ UNCH    2 0
 NU0493
 NU0493.Superseded values are not recommended for survey control.
 NU0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0493.See file dsdata.txt to determine how the superseded data were derived.
 NU0493
 NU0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM489889(NAD 83)
 NU0493_MARKER: DB = BENCH MARK DISK
 NU0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0493_STAMPING: D 186 1935
 NU0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0493+STABILITY: SURFACE MOTION
 NU0493
 NU0493  HISTORY     - Date     Condition        Report By
 NU0493  HISTORY     - 1935     MONUMENTED       CGS
 NU0493  HISTORY     - 1938     GOOD             NGS
 NU0493
 NU0493                          STATION DESCRIPTION
 NU0493
 NU0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0493'0.6 MI S FROM ROY.
 NU0493'0.6 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE FRAME SCHOOLHOUSE AT
 NU0493'ROY, POWER COUNTY, THENCE 1.2 MILES SOUTHWEST ALONG A ROAD.  AT A GATE
 NU0493'LEADING TO SOME DESERTED FARM BUILDINGS, 35 FEET WEST OF THE
 NU0493'CENTERLINE OF THE ROAD, AND 15 FEET SOUTH OF A FENCE CORNER.  A
 NU0493'STANDARD DISK, STAMPED D 186 1935 AND SET IN THE TOP OF A CONCRETE
 NU0493'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0090 ***********************************************************************
 QB0090  DESIGNATION -  D 187
 QB0090  PID         -  QB0090
 QB0090  STATE/COUNTY-  ID/VALLEY
 QB0090  USGS QUAD   -  MC CALL (1973)
 QB0090
 QB0090                         *CURRENT SURVEY CONTROL
 QB0090  ___________________________________________________________________
 QB0090* NAD 83(1986)-  44 53 48.     (N)    116 05 43.     (W)     SCALED    
 QB0090* NAVD 88     -      1534.470  (meters)    5034.34   (feet)  ADJUSTED  
 QB0090  ___________________________________________________________________
 QB0090  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 QB0090  DYNAMIC HT  -        1533.806 (meters)    5032.16  (feet)  COMP
 QB0090  MODELED GRAV-     980,130.9   (mgal)                       NAVD 88
 QB0090
 QB0090  VERT ORDER  -  SECOND    CLASS 0
 QB0090
 QB0090.This mark is at Mc Call Airport (MYL)
 QB0090
 QB0090.The horizontal coordinates were scaled from a topographic map and have
 QB0090.an estimated accuracy of +/- 6 seconds.
 QB0090
 QB0090.The orthometric height was determined by differential leveling
 QB0090.and adjusted by the National Geodetic Survey in June 1991..
 QB0090
 QB0090.The geoid height was determined by GEOID03.
 QB0090
 QB0090.The dynamic height is computed by dividing the NAVD 88
 QB0090.geopotential number by the normal gravity value computed on the
 QB0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0090.degrees latitude (g = 980.6199 gals.).
 QB0090
 QB0090.The modeled gravity was interpolated from observed gravity values.
 QB0090
 QB0090;                    North         East    Units  Estimated Accuracy
 QB0090;SPC ID W     -   358,880.      772,730.      MT  (+/- 180 meters Scaled)
 QB0090
 QB0090                          SUPERSEDED SURVEY CONTROL
 QB0090
 QB0090  NGVD 29 (??/??/92) 1533.300  (m)         5030.50   (f) ADJ UNCH    2 0
 QB0090
 QB0090.Superseded values are not recommended for survey control.
 QB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0090.See file dsdata.txt to determine how the superseded data were derived.
 QB0090
 QB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK714718(NAD 83)
 QB0090_MARKER: DB = BENCH MARK DISK
 QB0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0090_STAMPING: D 187 1959
 QB0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0090+STABILITY: SURFACE MOTION
 QB0090
 QB0090  HISTORY     - Date     Condition        Report By
 QB0090  HISTORY     - 1959     MONUMENTED       CGS
 QB0090
 QB0090                          STATION DESCRIPTION
 QB0090
 QB0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QB0090'1.0 MI S FROM MCCALL.
 QB0090'1.0 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE UNION PACIFIC RAILROAD
 QB0090'STATION AT MCCALL, AT MCCALL AIRPORT, AT THE NORTH CORNER OF A LARGE
 QB0090'WOOD AND ALUMINUM HANGAR, 102.0 FEET SOUTHWEST OF BENCH MARK C 187,
 QB0090'1.4 FEET SOUTHWEST OF THE NORTH CORNER OF THE HANGAR, 0.4 FOOT
 QB0090'NORTHWEST OF THE NORTHWEST FACE OF THE HANGAR, AND SET IN THE TOP OF A
 QB0090'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0431 ***********************************************************************
 QZ0431  DESIGNATION -  D 188
 QZ0431  PID         -  QZ0431
 QZ0431  STATE/COUNTY-  ID/VALLEY
 QZ0431  USGS QUAD   -  ENOS LAKE (1969)
 QZ0431
 QZ0431                         *CURRENT SURVEY CONTROL
 QZ0431  ___________________________________________________________________
 QZ0431* NAD 83(1986)-  45 03 51.     (N)    115 51 04.     (W)     SCALED    
 QZ0431* NAVD 88     -      1521.570  (meters)    4992.02   (feet)  ADJUSTED  
 QZ0431  ___________________________________________________________________
 QZ0431  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 QZ0431  DYNAMIC HT  -        1520.864 (meters)    4989.70  (feet)  COMP
 QZ0431  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 QZ0431
 QZ0431  VERT ORDER  -  SECOND    CLASS 0
 QZ0431
 QZ0431.The horizontal coordinates were scaled from a topographic map and have
 QZ0431.an estimated accuracy of +/- 6 seconds.
 QZ0431
 QZ0431.The orthometric height was determined by differential leveling
 QZ0431.and adjusted by the National Geodetic Survey in June 1991..
 QZ0431
 QZ0431.The geoid height was determined by GEOID03.
 QZ0431
 QZ0431.The dynamic height is computed by dividing the NAVD 88
 QZ0431.geopotential number by the normal gravity value computed on the
 QZ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0431.degrees latitude (g = 980.6199 gals.).
 QZ0431
 QZ0431.The modeled gravity was interpolated from observed gravity values.
 QZ0431
 QZ0431;                    North         East    Units  Estimated Accuracy
 QZ0431;SPC ID W     -   377,440.      792,040.      MT  (+/- 180 meters Scaled)
 QZ0431
 QZ0431                          SUPERSEDED SURVEY CONTROL
 QZ0431
 QZ0431  NGVD 29 (??/??/92) 1520.353  (m)         4988.02   (f) ADJ UNCH    2 0
 QZ0431
 QZ0431.Superseded values are not recommended for survey control.
 QZ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0431.See file dsdata.txt to determine how the superseded data were derived.
 QZ0431
 QZ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK904907(NAD 83)
 QZ0431_MARKER: DB = BENCH MARK DISK
 QZ0431_SETTING: 80 = SET IN A BOULDER
 QZ0431_SP_SET: BOULDER
 QZ0431_STAMPING: D 188 1959
 QZ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0431+STABILITY: SURFACE MOTION
 QZ0431
 QZ0431  HISTORY     - Date     Condition        Report By
 QZ0431  HISTORY     - 1959     MONUMENTED       CGS
 QZ0431  HISTORY     - 1983     GOOD             NGS
 QZ0431
 QZ0431                          STATION DESCRIPTION
 QZ0431
 QZ0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0431'14.25 MI NW FROM KRASSEL RANGER STATION.
 QZ0431'4.65 MILES NORTH ALONG SOUTH FORK ROAD FROM KRASSEL RANGER STATION,
 QZ0431'THENCE 9.6 MILES NORTHWEST AND WEST ALONG A GRAVEL ROAD, ON THE
 QZ0431'OUTSIDE OF A CURVE, ON THE EAST SIDE OF A ROCKY RAVINE, IN TOP OF A
 QZ0431'LARGE EMBEDDED GRANITE BOULDER WHICH PROJECTS ABOUT 5 FEET ABOVE THE
 QZ0431'GROUND, 34 FEET NORTH OF THE CENTER LINE OF ROAD, 2.7 FEET EAST OF A
 QZ0431'WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 QZ0431
 QZ0431                          STATION RECOVERY (1983)
 QZ0431
 QZ0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QZ0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0275 ***********************************************************************
 RA0275  DESIGNATION -  D 189
 RA0275  PID         -  RA0275
 RA0275  STATE/COUNTY-  ID/VALLEY
 RA0275  USGS QUAD   -  GRANITE LAKE (1963)
 RA0275
 RA0275                         *CURRENT SURVEY CONTROL
 RA0275  ___________________________________________________________________
 RA0275* NAD 83(1986)-  45 06 41.     (N)    116 01 36.     (W)     SCALED    
 RA0275* NAVD 88     -      1695.405  (meters)    5562.34   (feet)  ADJUSTED  
 RA0275  ___________________________________________________________________
 RA0275  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 RA0275  DYNAMIC HT  -        1694.655 (meters)    5559.88  (feet)  COMP
 RA0275  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 RA0275
 RA0275  VERT ORDER  -  SECOND    CLASS 0
 RA0275
 RA0275.The horizontal coordinates were scaled from a topographic map and have
 RA0275.an estimated accuracy of +/- 6 seconds.
 RA0275
 RA0275.The orthometric height was determined by differential leveling
 RA0275.and adjusted by the National Geodetic Survey in June 1991..
 RA0275
 RA0275.The geoid height was determined by GEOID03.
 RA0275
 RA0275.The dynamic height is computed by dividing the NAVD 88
 RA0275.geopotential number by the normal gravity value computed on the
 RA0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0275.degrees latitude (g = 980.6199 gals.).
 RA0275
 RA0275.The modeled gravity was interpolated from observed gravity values.
 RA0275
 RA0275;                    North         East    Units  Estimated Accuracy
 RA0275;SPC ID W     -   382,720.      778,230.      MT  (+/- 180 meters Scaled)
 RA0275
 RA0275                          SUPERSEDED SURVEY CONTROL
 RA0275
 RA0275  NGVD 29 (??/??/92) 1694.187  (m)         5558.35   (f) ADJ UNCH    2 0
 RA0275
 RA0275.Superseded values are not recommended for survey control.
 RA0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0275.See file dsdata.txt to determine how the superseded data were derived.
 RA0275
 RA0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK765957(NAD 83)
 RA0275_MARKER: DB = BENCH MARK DISK
 RA0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0275_SP_SET: CULVERT
 RA0275_STAMPING: D 189 1959
 RA0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0275
 RA0275  HISTORY     - Date     Condition        Report By
 RA0275  HISTORY     - 1959     MONUMENTED       CGS
 RA0275
 RA0275                          STATION DESCRIPTION
 RA0275
 RA0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0275'14.9 MI S FROM BURGDORF.
 RA0275'14.9 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 RA0275'AT BURGDORF, 15.75 MILES NORTH OF MCCALL, AT THE SOUTH END OF UPPER
 RA0275'PAYETTE LAKE, IN THE TOP OF THE WEST END OF A CONCRETE WING WALL WHICH
 RA0275'EXTENDS NORTHWEST AND WEST FROM THE WEST END OF A DAM ACROSS THE NORTH
 RA0275'FORK OF THE PAYETTE RIVER, 81 FEET EAST OF THE CENTER LINE OF THE
 RA0275'ROAD, 10 FEET NORTH-NORTHEAST OF THE CENTER LINE OF AN ACCESS ROAD,
 RA0275'0.8 FOOT EAST OF THE WEST END OF THE WING WALL, AND ABOUT LEVEL WITH
 RA0275'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0219 ***********************************************************************
 OX0219  DESIGNATION -  D 19
 OX0219  PID         -  OX0219
 OX0219  STATE/COUNTY-  ID/TETON
 OX0219  USGS QUAD   -  FOURTH OF JULY PEAK (1978)
 OX0219
 OX0219                         *CURRENT SURVEY CONTROL
 OX0219  ___________________________________________________________________
 OX0219* NAD 83(1986)-  43 35 35.     (N)    111 07 52.     (W)     SCALED    
 OX0219* NAVD 88     -      1881.933  (meters)    6174.31   (feet)  ADJUSTED  
 OX0219  ___________________________________________________________________
 OX0219  GEOID HEIGHT-          -9.83  (meters)                     GEOID03
 OX0219  DYNAMIC HT  -        1880.741 (meters)    6170.40  (feet)  COMP
 OX0219  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 OX0219
 OX0219  VERT ORDER  -  FIRST     CLASS II
 OX0219
 OX0219.The horizontal coordinates were scaled from a topographic map and have
 OX0219.an estimated accuracy of +/- 6 seconds.
 OX0219
 OX0219.The orthometric height was determined by differential leveling
 OX0219.and adjusted by the National Geodetic Survey in June 1991..
 OX0219
 OX0219.The geoid height was determined by GEOID03.
 OX0219
 OX0219.The dynamic height is computed by dividing the NAVD 88
 OX0219.geopotential number by the normal gravity value computed on the
 OX0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0219.degrees latitude (g = 980.6199 gals.).
 OX0219
 OX0219.The modeled gravity was interpolated from observed gravity values.
 OX0219
 OX0219;                    North         East    Units  Estimated Accuracy
 OX0219;SPC ID E     -   214,500.      283,620.      MT  (+/- 180 meters Scaled)
 OX0219
 OX0219                          SUPERSEDED SURVEY CONTROL
 OX0219
 OX0219  NGVD 29 (??/??/92) 1880.670  (m)         6170.16   (f) ADJ UNCH    1 2
 OX0219
 OX0219.Superseded values are not recommended for survey control.
 OX0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0219.See file dsdata.txt to determine how the superseded data were derived.
 OX0219
 OX0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP894266(NAD 83)
 OX0219_MARKER: DB = BENCH MARK DISK
 OX0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0219_SP_SET: CULVERT
 OX0219_STAMPING: D 19 1934
 OX0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0219
 OX0219  HISTORY     - Date     Condition        Report By
 OX0219  HISTORY     - 1934     MONUMENTED       CGS
 OX0219  HISTORY     - 19940523 MARK NOT FOUND   IDDT
 OX0219
 OX0219                          STATION DESCRIPTION
 OX0219
 OX0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0219'1.2 MI W FROM VICTOR.
 OX0219'1.2 MILES WEST ALONG STATE HIGHWAY 31 FROM VICTOR, TETON COUNTY, 5.5
 OX0219'MILES EAST OF PINE CREEK PASS, AT A CONCRETE CULVERT, IN THE TOP OF
 OX0219'THE NORTHWEST HEADWALL, 30.4 FEET SOUTHEAST OF AN IRRIGATION DITCH,
 OX0219'AND 16.2 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 OX0219'DISK, STAMPED D 19 1934.
 OX0219
 OX0219                          STATION RECOVERY (1994)
 OX0219
 OX0219'RECOVERY NOTE BY ID DEPT OF TRANSP 1994 (GDJ)
 OX0219'NOT RECOVERED.  BELIEVE DESTROYED BY ROADWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0262 ***********************************************************************
 RA0262  DESIGNATION -  D 190
 RA0262  PID         -  RA0262
 RA0262  STATE/COUNTY-  ID/IDAHO
 RA0262  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0262
 RA0262                         *CURRENT SURVEY CONTROL
 RA0262  ___________________________________________________________________
 RA0262* NAD 83(1986)-  45 24 26.     (N)    116 01 14.     (W)     SCALED    
 RA0262* NAVD 88     -      1057.779  (meters)    3470.40   (feet)  ADJUSTED  
 RA0262  ___________________________________________________________________
 RA0262  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 RA0262  DYNAMIC HT  -        1057.460 (meters)    3469.35  (feet)  COMP
 RA0262  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 RA0262
 RA0262  VERT ORDER  -  SECOND    CLASS 0
 RA0262
 RA0262.The horizontal coordinates were scaled from a topographic map and have
 RA0262.an estimated accuracy of +/- 6 seconds.
 RA0262
 RA0262.The orthometric height was determined by differential leveling
 RA0262.and adjusted by the National Geodetic Survey in June 1991..
 RA0262
 RA0262.The geoid height was determined by GEOID03.
 RA0262
 RA0262.The dynamic height is computed by dividing the NAVD 88
 RA0262.geopotential number by the normal gravity value computed on the
 RA0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0262.degrees latitude (g = 980.6199 gals.).
 RA0262
 RA0262.The modeled gravity was interpolated from observed gravity values.
 RA0262
 RA0262;                    North         East    Units  Estimated Accuracy
 RA0262;SPC ID W     -   415,600.      778,820.      MT  (+/- 180 meters Scaled)
 RA0262
 RA0262                          SUPERSEDED SURVEY CONTROL
 RA0262
 RA0262  NGVD 29 (??/??/92) 1056.684  (m)         3466.80   (f) ADJ UNCH    2 0
 RA0262
 RA0262.Superseded values are not recommended for survey control.
 RA0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0262.See file dsdata.txt to determine how the superseded data were derived.
 RA0262
 RA0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL766286(NAD 83)
 RA0262_MARKER: DB = BENCH MARK DISK
 RA0262_SETTING: 80 = SET IN A BOULDER
 RA0262_SP_SET: BOULDER
 RA0262_STAMPING: D 190 1959
 RA0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0262+STABILITY: SURFACE MOTION
 RA0262
 RA0262  HISTORY     - Date     Condition        Report By
 RA0262  HISTORY     - 1959     MONUMENTED       CGS
 RA0262
 RA0262                          STATION DESCRIPTION
 RA0262
 RA0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0262'4.3 MI S FROM FRENCH CREEK.
 RA0262'4.3 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ABANDONED LODGE AT FRENCH
 RA0262'CREEK, 0.04 MILE WEST OF THE CROSSING OF RATTLE SNAKE SPRING, IN TOP
 RA0262'OF A GRANITE BOULDER EMBEDDED IN A CUT BANK, 10 FEET SOUTH OF THE
 RA0262'CENTER LINE OF THE ROAD, 2.5 FEET WEST OF A WITNESS POST, AND ABOUT 3
 RA0262'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0484 ***********************************************************************
 OX0484  DESIGNATION -  D 20
 OX0484  PID         -  OX0484
 OX0484  STATE/COUNTY-  ID/BONNEVILLE
 OX0484  USGS QUAD   -  RIGBY SE (1979)
 OX0484
 OX0484                         *CURRENT SURVEY CONTROL
 OX0484  ___________________________________________________________________
 OX0484* NAD 83(1986)-  43 37 23.     (N)    111 46 54.     (W)     SCALED    
 OX0484* NAVD 88     -      1510.834  (meters)    4956.79   (feet)  ADJUSTED  
 OX0484  ___________________________________________________________________
 OX0484  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 OX0484  DYNAMIC HT  -        1510.034 (meters)    4954.17  (feet)  COMP
 OX0484  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 OX0484
 OX0484  VERT ORDER  -  FIRST     CLASS II
 OX0484
 OX0484.The horizontal coordinates were scaled from a topographic map and have
 OX0484.an estimated accuracy of +/- 6 seconds.
 OX0484
 OX0484.The orthometric height was determined by differential leveling
 OX0484.and adjusted by the National Geodetic Survey in June 1991..
 OX0484
 OX0484.The geoid height was determined by GEOID03.
 OX0484
 OX0484.The dynamic height is computed by dividing the NAVD 88
 OX0484.geopotential number by the normal gravity value computed on the
 OX0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0484.degrees latitude (g = 980.6199 gals.).
 OX0484
 OX0484.The modeled gravity was interpolated from observed gravity values.
 OX0484
 OX0484;                    North         East    Units  Estimated Accuracy
 OX0484;SPC ID E     -   217,390.      231,070.      MT  (+/- 180 meters Scaled)
 OX0484
 OX0484                          SUPERSEDED SURVEY CONTROL
 OX0484
 OX0484  NGVD 29 (??/??/92) 1509.730  (m)         4953.17   (f) ADJ UNCH    1 2
 OX0484
 OX0484.Superseded values are not recommended for survey control.
 OX0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0484.See file dsdata.txt to determine how the superseded data were derived.
 OX0484
 OX0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP369303(NAD 83)
 OX0484_MARKER: DB = BENCH MARK DISK
 OX0484_SETTING: 0 = UNSPECIFIED SETTING
 OX0484_STAMPING: D 20 1934
 OX0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0484
 OX0484  HISTORY     - Date     Condition        Report By
 OX0484  HISTORY     - 1934     MONUMENTED       CGS
 OX0484  HISTORY     - 1951     GOOD             NGS
 OX0484  HISTORY     - 19990601 MARK NOT FOUND   IDTD
 OX0484
 OX0484                          STATION DESCRIPTION
 OX0484
 OX0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0484'0.5 MI SW FROM RIRIE.
 OX0484'0.5 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM RIRIE, 0.7
 OX0484'MILE NORTHEAST OF MILEPOST 15, 49 FEET EAST OF A DIM-ROAD CROSSING,
 OX0484'42.3 FEET SOUTHEAST OF THE SOUTH RAIL, 14 FEET NORTHEAST OF THE
 OX0484'CENTERLINE OF THE ROAD, 25 FEET NORTHWEST OF AN IRRIGATION DITCH, 5.1
 OX0484'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 5 FEET SOUTHEAST OF A
 OX0484'ROW OF POLES.
 OX0484
 OX0484                          STATION RECOVERY (1999)
 OX0484
 OX0484'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OX0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0110 ***********************************************************************
 RZ0110  DESIGNATION -  D 203
 RZ0110  PID         -  RZ0110
 RZ0110  STATE/COUNTY-  ID/CLEARWATER
 RZ0110  USGS QUAD   -  LITTLE GREEN MOUNTAIN (1994)
 RZ0110
 RZ0110                         *CURRENT SURVEY CONTROL
 RZ0110  ___________________________________________________________________
 RZ0110* NAD 83(1986)-  46 40 00.     (N)    116 00 20.     (W)     SCALED    
 RZ0110* NAVD 88     -       392.205  (meters)    1286.76   (feet)  ADJUSTED  
 RZ0110  ___________________________________________________________________
 RZ0110  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 RZ0110  DYNAMIC HT  -         392.182 (meters)    1286.68  (feet)  COMP
 RZ0110  MODELED GRAV-     980,545.9   (mgal)                       NAVD 88
 RZ0110
 RZ0110  VERT ORDER  -  SECOND    CLASS 0
 RZ0110
 RZ0110.The horizontal coordinates were scaled from a topographic map and have
 RZ0110.an estimated accuracy of +/- 6 seconds.
 RZ0110
 RZ0110.The orthometric height was determined by differential leveling
 RZ0110.and adjusted by the National Geodetic Survey in June 1991..
 RZ0110
 RZ0110.The geoid height was determined by GEOID03.
 RZ0110
 RZ0110.The dynamic height is computed by dividing the NAVD 88
 RZ0110.geopotential number by the normal gravity value computed on the
 RZ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0110.degrees latitude (g = 980.6199 gals.).
 RZ0110
 RZ0110.The modeled gravity was interpolated from observed gravity values.
 RZ0110
 RZ0110;                    North         East    Units  Estimated Accuracy
 RZ0110;SPC ID W     -   555,570.      780,440.      MT  (+/- 180 meters Scaled)
 RZ0110
 RZ0110                          SUPERSEDED SURVEY CONTROL
 RZ0110
 RZ0110  NGVD 29 (??/??/92)  391.131  (m)         1283.24   (f) ADJ UNCH    2 0
 RZ0110
 RZ0110.Superseded values are not recommended for survey control.
 RZ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0110.See file dsdata.txt to determine how the superseded data were derived.
 RZ0110
 RZ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM760686(NAD 83)
 RZ0110_MARKER: DB = BENCH MARK DISK
 RZ0110_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RZ0110_SP_SET: UNSPECIFIED ROCK
 RZ0110_STAMPING: D 203 1959
 RZ0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0110
 RZ0110  HISTORY     - Date     Condition        Report By
 RZ0110  HISTORY     - 1959     MONUMENTED       CGS
 RZ0110
 RZ0110                          STATION DESCRIPTION
 RZ0110
 RZ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RZ0110'24.7 MI NE FROM AHSAHKA.
 RZ0110'ABOUT 24.7 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RZ0110'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE NORTH SIDE OF THE RIVER,
 RZ0110'0.1 MILE NORTH OF BIG ISLAND, IN THE TOP OF A ROCK, 15 FEET SOUTH OF A
 RZ0110'DIM TRACK ROAD, 5 FEET NORTHWEST OF A FIR TREE WITH A TRIANGULAR
 RZ0110'BLAZE, AND ABOUT 4 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0670 ***********************************************************************
 RY0670  DESIGNATION -  D 204
 RY0670  PID         -  RY0670
 RY0670  STATE/COUNTY-  ID/CLEARWATER
 RY0670  USGS QUAD   -  BERTHA HILL (1994)
 RY0670
 RY0670                         *CURRENT SURVEY CONTROL
 RY0670  ___________________________________________________________________
 RY0670* NAD 83(1986)-  46 46 30.     (N)    115 51 53.     (W)     SCALED    
 RY0670* NAVD 88     -       969.084  (meters)    3179.40   (feet)  ADJUSTED  
 RY0670  ___________________________________________________________________
 RY0670  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 RY0670  DYNAMIC HT  -         968.948 (meters)    3178.96  (feet)  COMP
 RY0670  MODELED GRAV-     980,441.9   (mgal)                       NAVD 88
 RY0670
 RY0670  VERT ORDER  -  SECOND    CLASS 0
 RY0670
 RY0670.The horizontal coordinates were scaled from a topographic map and have
 RY0670.an estimated accuracy of +/- 6 seconds.
 RY0670
 RY0670.The orthometric height was determined by differential leveling
 RY0670.and adjusted by the National Geodetic Survey in June 1991..
 RY0670
 RY0670.The geoid height was determined by GEOID03.
 RY0670
 RY0670.The dynamic height is computed by dividing the NAVD 88
 RY0670.geopotential number by the normal gravity value computed on the
 RY0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0670.degrees latitude (g = 980.6199 gals.).
 RY0670
 RY0670.The modeled gravity was interpolated from observed gravity values.
 RY0670
 RY0670;                    North         East    Units  Estimated Accuracy
 RY0670;SPC ID W     -   567,590.      791,240.      MT  (+/- 180 meters Scaled)
 RY0670
 RY0670                          SUPERSEDED SURVEY CONTROL
 RY0670
 RY0670  NGVD 29 (??/??/92)  967.937  (m)         3175.64   (f) ADJ UNCH    2 0
 RY0670
 RY0670.Superseded values are not recommended for survey control.
 RY0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0670.See file dsdata.txt to determine how the superseded data were derived.
 RY0670
 RY0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM866807(NAD 83)
 RY0670_MARKER: DB = BENCH MARK DISK
 RY0670_SETTING: 66 = SET IN ROCK OUTCROP
 RY0670_SP_SET: ROCK LEDGE
 RY0670_STAMPING: D 204 1959
 RY0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0670+STABILITY: POSITION/ELEVATION WELL
 RY0670
 RY0670  HISTORY     - Date     Condition        Report By
 RY0670  HISTORY     - 1959     MONUMENTED       CGS
 RY0670  HISTORY     - 1978     GOOD             NGS
 RY0670
 RY0670                          STATION DESCRIPTION
 RY0670
 RY0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0670'17.85 MI N FROM HEADQUARTERS.
 RY0670'ABOUT 17.85 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0670'OFFICE AT HEADQUARTERS, ON THE INSIDE OF A U CURVE, IN THE TOP OF A
 RY0670'ROCK LEDGE, 16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 RY0670'ABOUT 6 FEET HIGHER THAN THE ROAD.
 RY0670
 RY0670                          STATION RECOVERY (1978)
 RY0670
 RY0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RY0670'REACHED FROM THE HEADQUARTERS POST OFFICE BY GOING NORTH ON THE
 RY0670'MACADAM ROAD FOR 8.5 MILES TO A FORK, TAKE THE LEFT FORK, AND GO
 RY0670'NORTHWEST ON THE DIRT ROAD FOR 0.45 MILE TO A FORK, RIGHT FORK TO
 RY0670'BERTHA HILL LOOKOUT, TAKE THE LEFT FORK STRAIGHT AHEAD FOR 3.4 MILES
 RY0670'TO A T ROAD JUNCTION WITH A GRAVEL ROAD, TURN RIGHT, AND GO NORTHWEST
 RY0670'ON THE GRAVEL FOR 2.2 MILES TO A ROAD JUNCTION AT TOWNSHIP SADDLE,
 RY0670'TURN LEFT, AND GO NORTHWEST, DOWN-GRADE, FOR 3.3 MILES TO THE MARK ON
 RY0670'THE RIGHT, 2.6 MILES SE OF ARMSTRONG SADDLE ON THE INSIDE OF A CURVE,
 RY0670'16 FEET NORTHWEST OF THE CENTER OF THE ROAD, AND 6 FEET HIGHER THAN
 RY0670'THE ROAD, THE LETTERS BM WERE PAINTED ON THE ROCK BELOW THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0697 ***********************************************************************
 RY0697  DESIGNATION -  D 205
 RY0697  PID         -  RY0697
 RY0697  STATE/COUNTY-  ID/CLEARWATER
 RY0697  USGS QUAD   -  THOMPSON POINT (1994)
 RY0697
 RY0697                         *CURRENT SURVEY CONTROL
 RY0697  ___________________________________________________________________
 RY0697* NAD 83(1986)-  46 48 59.     (N)    115 38 28.     (W)     SCALED    
 RY0697* NAVD 88     -       705.063  (meters)    2313.19   (feet)  ADJUSTED  
 RY0697  ___________________________________________________________________
 RY0697  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 RY0697  DYNAMIC HT  -         704.936 (meters)    2312.78  (feet)  COMP
 RY0697  MODELED GRAV-     980,412.7   (mgal)                       NAVD 88
 RY0697
 RY0697  VERT ORDER  -  SECOND    CLASS 0
 RY0697
 RY0697.The horizontal coordinates were scaled from a topographic map and have
 RY0697.an estimated accuracy of +/- 6 seconds.
 RY0697
 RY0697.The orthometric height was determined by differential leveling
 RY0697.and adjusted by the National Geodetic Survey in June 1991..
 RY0697
 RY0697.The geoid height was determined by GEOID03.
 RY0697
 RY0697.The dynamic height is computed by dividing the NAVD 88
 RY0697.geopotential number by the normal gravity value computed on the
 RY0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0697.degrees latitude (g = 980.6199 gals.).
 RY0697
 RY0697.The modeled gravity was interpolated from observed gravity values.
 RY0697
 RY0697;                    North         East    Units  Estimated Accuracy
 RY0697;SPC ID W     -   572,190.      808,310.      MT  (+/- 180 meters Scaled)
 RY0697
 RY0697                          SUPERSEDED SURVEY CONTROL
 RY0697
 RY0697  NGVD 29 (??/??/92)  703.877  (m)         2309.30   (f) ADJ UNCH    2 0
 RY0697
 RY0697.Superseded values are not recommended for survey control.
 RY0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0697.See file dsdata.txt to determine how the superseded data were derived.
 RY0697
 RY0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM036856(NAD 83)
 RY0697_MARKER: DB = BENCH MARK DISK
 RY0697_SETTING: 80 = SET IN A BOULDER
 RY0697_STAMPING: D 205 1959
 RY0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0697+STABILITY: SURFACE MOTION
 RY0697
 RY0697  HISTORY     - Date     Condition        Report By
 RY0697  HISTORY     - 1959     MONUMENTED       CGS
 RY0697
 RY0697                          STATION DESCRIPTION
 RY0697
 RY0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0697'5.6 MI N FROM CAMP 14.
 RY0697'ABOUT 5.3 MILES NORTH ALONG A GRAVEL ROAD FROM A LOGGING COMPANY
 RY0697'RAILROAD OFFICE AT CAMP 14, THENCE 0.3 MILE EAST ALONG A GRAVEL ROAD
 RY0697'LEADING TO CANYON RANGER STATION, 0.3 MILE EAST OF A LOG CABIN, IN THE
 RY0697'TOP OF A BOULDER, 15 FEET WEST OF THE CENTER LINE OF THE ROAD, 6 FEET
 RY0697'NORTH OF A PINE TREE BEARING THE PAINTED LETTERS BM, 2.9 FEET
 RY0697'NORTHWEST OF A WITNESS POST, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1024 ***********************************************************************
 RZ1024  DESIGNATION -  D 215
 RZ1024  PID         -  RZ1024
 RZ1024  STATE/COUNTY-  ID/NEZ PERCE
 RZ1024  USGS QUAD   -  CLARKSTON (1971)
 RZ1024
 RZ1024                         *CURRENT SURVEY CONTROL
 RZ1024  ___________________________________________________________________
 RZ1024* NAD 83(1986)-  46 25 38.     (N)    117 01 35.     (W)     SCALED    
 RZ1024* NAVD 88     -       226.90   (+/-2cm)     744.4    (feet)  VERTCON   
 RZ1024  ___________________________________________________________________
 RZ1024  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 RZ1024
 RZ1024  VERT ORDER  -  ? (See Below)
 RZ1024
 RZ1024.The horizontal coordinates were scaled from a topographic map and have
 RZ1024.an estimated accuracy of +/- 6 seconds.
 RZ1024
 RZ1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1024.The vertical order pertains to the NGVD 29 superseded value.
 RZ1024
 RZ1024.The geoid height was determined by GEOID03.
 RZ1024
 RZ1024;                    North         East    Units  Estimated Accuracy
 RZ1024;SPC ID W     -   529,720.      701,900.      MT  (+/- 180 meters Scaled)
 RZ1024
 RZ1024                          SUPERSEDED SURVEY CONTROL
 RZ1024
 RZ1024  NGVD 29 (??/??/92)  225.903  (m)          741.15   (f) ADJ UNCH    ?  
 RZ1024
 RZ1024.Superseded values are not recommended for survey control.
 RZ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1024.See file dsdata.txt to determine how the superseded data were derived.
 RZ1024
 RZ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM979415(NAD 83)
 RZ1024_MARKER: DD = SURVEY DISK
 RZ1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ1024_SP_SET: ABUTMENT
 RZ1024_STAMPING: D 215 1945
 RZ1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1024
 RZ1024  HISTORY     - Date     Condition        Report By
 RZ1024  HISTORY     - 1945     MONUMENTED       DOD
 RZ1024  HISTORY     - 20060726 MARK NOT FOUND   GEOCAC
 RZ1024  HISTORY     - 20060903 MARK NOT FOUND   GEOCAC
 RZ1024
 RZ1024                          STATION DESCRIPTION
 RZ1024
 RZ1024'DESCRIBED BY US DEPARTMENT OF DEFENSE 1945
 RZ1024'0.2 MI SE FROM TRANSFER.
 RZ1024'0.2 MILE SOUTHEAST ALONG THE UNION PACIFIC (CAMAS PRAIRIE) RAILROAD
 RZ1024'FROM TRANSFER, NEZ PERCE COUNTY, AT MILEAGE 71.23, 8 FEET WEST OF THE
 RZ1024'TRACK, AND IN THE TOP OF THE ABUTMENT AT THE NORTHWEST CORNER OF CLEAR
 RZ1024'WATER RIVER RAILROAD BRIDGE.  A CORPS OF ENGINEERS, U.S. ARMY,
 RZ1024'STANDARD DISK, STAMPED D 215 1945.
 RZ1024
 RZ1024                          STATION RECOVERY (2006)
 RZ1024
 RZ1024'RECOVERY NOTE BY GEOCACHING 2006 (JMH)
 RZ1024'THE WAS A MARK WAS FOUND IN THIS LOCATION BUT THE DATE STAMPED ON IT
 RZ1024'WAS 1975 NOT 1945.
 RZ1024'THE NEW STATION'S DESIGNATOR IS E420-2 AND IS STILL A U.S. ARMY CORPS
 RZ1024'OF ENGINEERS DISC.
 RZ1024
 RZ1024                          STATION RECOVERY (2006)
 RZ1024
 RZ1024'RECOVERY NOTE BY GEOCACHING 2006 (JLH)
 RZ1024'STATION NOT FOUND. COE BM E420 - 1975 IN EXACTING COORDINATES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0433 ***********************************************************************
 RY0433  DESIGNATION -  D 216
 RY0433  PID         -  RY0433
 RY0433  STATE/COUNTY-  ID/IDAHO
 RY0433  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0433
 RY0433                         *CURRENT SURVEY CONTROL
 RY0433  ___________________________________________________________________
 RY0433* NAD 83(1986)-  46 26 11.     (N)    115 31 01.     (W)     SCALED    
 RY0433* NAVD 88     -      1908.382  (meters)    6261.08   (feet)  ADJUSTED  
 RY0433  ___________________________________________________________________
 RY0433  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RY0433  DYNAMIC HT  -        1907.753 (meters)    6259.02  (feet)  COMP
 RY0433  MODELED GRAV-     980,215.8   (mgal)                       NAVD 88
 RY0433
 RY0433  VERT ORDER  -  FIRST     CLASS II
 RY0433
 RY0433.The horizontal coordinates were scaled from a topographic map and have
 RY0433.an estimated accuracy of +/- 6 seconds.
 RY0433
 RY0433.The orthometric height was determined by differential leveling
 RY0433.and adjusted by the National Geodetic Survey in June 1991..
 RY0433.WARNING-Repeat measurements at this control monument indicate possible
 RY0433.vertical movement.
 RY0433
 RY0433.The geoid height was determined by GEOID03.
 RY0433
 RY0433.The dynamic height is computed by dividing the NAVD 88
 RY0433.geopotential number by the normal gravity value computed on the
 RY0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0433.degrees latitude (g = 980.6199 gals.).
 RY0433
 RY0433.The modeled gravity was interpolated from observed gravity values.
 RY0433
 RY0433;                    North         East    Units  Estimated Accuracy
 RY0433;SPC ID W     -   529,970.      817,910.      MT  (+/- 180 meters Scaled)
 RY0433
 RY0433                          SUPERSEDED SURVEY CONTROL
 RY0433
 RY0433  NGVD 29 (??/??/92) 1907.060  (m)         6256.75   (f) ADJ UNCH    1 2
 RY0433
 RY0433.Superseded values are not recommended for survey control.
 RY0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0433.See file dsdata.txt to determine how the superseded data were derived.
 RY0433
 RY0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM139436(NAD 83)
 RY0433_MARKER: DB = BENCH MARK DISK
 RY0433_SETTING: 80 = SET IN A BOULDER
 RY0433_STAMPING: D 216 1935
 RY0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0433+STABILITY: SURFACE MOTION
 RY0433
 RY0433  HISTORY     - Date     Condition        Report By
 RY0433  HISTORY     - 1935     MONUMENTED       CGS
 RY0433  HISTORY     - 1950     GOOD             NGS
 RY0433
 RY0433                          STATION DESCRIPTION
 RY0433
 RY0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0433'27.8 MI SE FROM PIERCE.
 RY0433'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0433'PIERCE, THENCE 27.1 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 0.45
 RY0433'MILE SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING NORTH TO THE OLD
 RY0433'ROCKY RIDGE LOOKOUT, ABOUT 65 YARDS NORTHEAST OF A WHITE SIGN READING
 RY0433'TRAIL NO.254 AND OBIA CREEK, 176 1/2 FEET EAST OF THE CENTER LINE OF
 RY0433'THE ROAD, 21.9 FEET EAST OF AN 18-INCH HEMLOCK TREE MARKED WITH A
 RY0433'WHITE PAINTED TRIANGULAR BLAZE, IN THE TOP OF A BENCH ON THE SOUTH
 RY0433'SIDE OF A LARGE PYRAMID SHAPED GRANITE BOULDER WHICH PROJECTS ABOUT 4
 RY0433'FEET ABOVE THE GROUND, ABOUT 8 FEET HIGHER THAN THE ROAD, AND MARKED
 RY0433'BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0251 ***********************************************************************
 QB0251  DESIGNATION -  D 217
 QB0251  PID         -  QB0251
 QB0251  STATE/COUNTY-  ID/WASHINGTON
 QB0251  USGS QUAD   -  OLDS FERRY (1974)
 QB0251
 QB0251                         *CURRENT SURVEY CONTROL
 QB0251  ___________________________________________________________________
 QB0251* NAD 83(1986)-  44 19 55.     (N)    117 11 22.     (W)     SCALED    
 QB0251* NAVD 88     -       630.823  (meters)    2069.63   (feet)  ADJUSTED  
 QB0251  ___________________________________________________________________
 QB0251  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 QB0251  DYNAMIC HT  -         630.662 (meters)    2069.10  (feet)  COMP
 QB0251  MODELED GRAV-     980,343.1   (mgal)                       NAVD 88
 QB0251
 QB0251  VERT ORDER  -  FIRST     CLASS II
 QB0251
 QB0251.The horizontal coordinates were scaled from a topographic map and have
 QB0251.an estimated accuracy of +/- 6 seconds.
 QB0251
 QB0251.The orthometric height was determined by differential leveling
 QB0251.and adjusted by the National Geodetic Survey in June 1991..
 QB0251
 QB0251.The geoid height was determined by GEOID03.
 QB0251
 QB0251.The dynamic height is computed by dividing the NAVD 88
 QB0251.geopotential number by the normal gravity value computed on the
 QB0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0251.degrees latitude (g = 980.6199 gals.).
 QB0251
 QB0251.The modeled gravity was interpolated from observed gravity values.
 QB0251
 QB0251;                    North         East    Units  Estimated Accuracy
 QB0251;SPC ID W     -   297,080.      685,200.      MT  (+/- 180 meters Scaled)
 QB0251
 QB0251                          SUPERSEDED SURVEY CONTROL
 QB0251
 QB0251  NGVD 29 (??/??/92)  629.847  (m)         2066.42   (f) ADJ UNCH    1 2
 QB0251
 QB0251.Superseded values are not recommended for survey control.
 QB0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0251.See file dsdata.txt to determine how the superseded data were derived.
 QB0251
 QB0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK848087(NAD 83)
 QB0251_MARKER: DB = BENCH MARK DISK
 QB0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0251_SP_SET: CULVERT
 QB0251_STAMPING: D 217 1941
 QB0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0251
 QB0251  HISTORY     - Date     Condition        Report By
 QB0251  HISTORY     - 1941     MONUMENTED       CGS
 QB0251
 QB0251                          STATION DESCRIPTION
 QB0251
 QB0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0251'3.3 MI W FROM OLDS FERRY.
 QB0251'ABOUT 3.3 MILES WEST OF OLDS FERRY, WASHINGTON COUNTY, ON OREGON SHORT
 QB0251'LINE RR, IN THE NORTH END ON THE WEST SIDE OF CULVERT 533.53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0291 ***********************************************************************
 QB0291  DESIGNATION -  D 218
 QB0291  PID         -  QB0291
 QB0291  STATE/COUNTY-  ID/WASHINGTON
 QB0291  USGS QUAD   -  WEISER SOUTH (1951)
 QB0291
 QB0291                         *CURRENT SURVEY CONTROL
 QB0291  ___________________________________________________________________
 QB0291* NAD 83(1986)-  44 10 29.     (N)    116 53 43.     (W)     SCALED    
 QB0291* NAVD 88     -       645.918  (meters)    2119.15   (feet)  ADJUSTED  
 QB0291  ___________________________________________________________________
 QB0291  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 QB0291  DYNAMIC HT  -         645.737 (meters)    2118.56  (feet)  COMP
 QB0291  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 QB0291
 QB0291  VERT ORDER  -  FIRST     CLASS II
 QB0291
 QB0291.The horizontal coordinates were scaled from a topographic map and have
 QB0291.an estimated accuracy of +/- 6 seconds.
 QB0291
 QB0291.The orthometric height was determined by differential leveling
 QB0291.and adjusted by the National Geodetic Survey in June 1991..
 QB0291
 QB0291.The geoid height was determined by GEOID03.
 QB0291
 QB0291.The dynamic height is computed by dividing the NAVD 88
 QB0291.geopotential number by the normal gravity value computed on the
 QB0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0291.degrees latitude (g = 980.6199 gals.).
 QB0291
 QB0291.The modeled gravity was interpolated from observed gravity values.
 QB0291
 QB0291;                    North         East    Units  Estimated Accuracy
 QB0291;SPC ID W     -   279,240.      708,420.      MT  (+/- 180 meters Scaled)
 QB0291
 QB0291                          SUPERSEDED SURVEY CONTROL
 QB0291
 QB0291  NGVD 29 (??/??/92)  644.940  (m)         2115.94   (f) ADJ UNCH    1 2
 QB0291
 QB0291.Superseded values are not recommended for survey control.
 QB0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0291.See file dsdata.txt to determine how the superseded data were derived.
 QB0291
 QB0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ083912(NAD 83)
 QB0291_MARKER: DB = BENCH MARK DISK
 QB0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0291_STAMPING: D 218 1941
 QB0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0291+STABILITY: SURFACE MOTION
 QB0291
 QB0291  HISTORY     - Date     Condition        Report By
 QB0291  HISTORY     - 1941     MONUMENTED       CGS
 QB0291  HISTORY     - 1973     GOOD             NGS
 QB0291  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0291
 QB0291                          STATION DESCRIPTION
 QB0291
 QB0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QB0291'6.5 MI SE FROM WEISER.
 QB0291'REACHED FROM THE PAYETTE POST OFFICE BY GOING EAST ON CENTER AVENUE
 QB0291'FOR 0.5 MILE TO U.S. HIGHWAYS 30N, AND 95, TURN LEFT, AND GO NORTH ON
 QB0291'THE HIGHWAY FOR 5.6 MILES TO THE WASHINGTON-PAYETTE COUNTY LINE,
 QB0291'CONTINUE NORTH ON THE HIGHWAY FOR 1.5 MILES TO AN APPROACH ROAD TO THE
 QB0291'RAILROAD TRACKS, AND THE BENCH MARK ON THE LEFT.  THE BENCH MARK IS A
 QB0291'STANDARD DISK SET IN A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 QB0291'INCHES, 300 FEET SOUTH, AND ACROSS THE HIGHWAY FROM MILEPOST NO. 79,
 QB0291'135 FEET NORTH OF THE APPROACH ROAD, 80 FEET EAST, AND ACROSS THE
 QB0291'RAILROAD TRACKS FROM RAILROAD MILEPOST NO. 510, 35 FEET WEST OF THE
 QB0291'CENTER OF THE HIGHWAY, 29 FEET EAST OF THE NEAREST RAIL, 7 FEET WEST
 QB0291'OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT WEST OF A METAL WITNESS
 QB0291'POST.
 QB0291
 QB0291                          STATION RECOVERY (1983)
 QB0291
 QB0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0291'EVIDENCE WAS FOUND THAT THE BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0008 ***********************************************************************
 NV0008  DESIGNATION -  D 219
 NV0008  PID         -  NV0008
 NV0008  STATE/COUNTY-  ID/LINCOLN
 NV0008  USGS QUAD   -  SHOSHONE (1992)
 NV0008
 NV0008                         *CURRENT SURVEY CONTROL
 NV0008  ___________________________________________________________________
 NV0008* NAD 83(1986)-  42 56 52.     (N)    114 28 56.     (W)     SCALED    
 NV0008* NAVD 88     -      1178.399  (meters)    3866.13   (feet)  ADJUSTED  
 NV0008  ___________________________________________________________________
 NV0008  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 NV0008  DYNAMIC HT  -        1177.820 (meters)    3864.23  (feet)  COMP
 NV0008  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 NV0008
 NV0008  VERT ORDER  -  FIRST     CLASS II
 NV0008
 NV0008.The horizontal coordinates were scaled from a topographic map and have
 NV0008.an estimated accuracy of +/- 6 seconds.
 NV0008
 NV0008.The orthometric height was determined by differential leveling
 NV0008.and adjusted by the National Geodetic Survey in June 1991..
 NV0008
 NV0008.The geoid height was determined by GEOID03.
 NV0008
 NV0008.The dynamic height is computed by dividing the NAVD 88
 NV0008.geopotential number by the normal gravity value computed on the
 NV0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0008.degrees latitude (g = 980.6199 gals.).
 NV0008
 NV0008.The modeled gravity was interpolated from observed gravity values.
 NV0008
 NV0008;                    North         East    Units  Estimated Accuracy
 NV0008;SPC ID C     -   142,410.      460,650.      MT  (+/- 180 meters Scaled)
 NV0008
 NV0008                          SUPERSEDED SURVEY CONTROL
 NV0008
 NV0008  NGVD 29 (??/??/92) 1177.546  (m)         3863.33   (f) ADJ UNCH    1 2
 NV0008
 NV0008.Superseded values are not recommended for survey control.
 NV0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0008.See file dsdata.txt to determine how the superseded data were derived.
 NV0008
 NV0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH053580(NAD 83)
 NV0008_MARKER: DB = BENCH MARK DISK
 NV0008_SETTING: 66 = SET IN ROCK OUTCROP
 NV0008_SP_SET: LAVA OUTCROP
 NV0008_STAMPING: D 219 1941
 NV0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0008+STABILITY: POSITION/ELEVATION WELL
 NV0008
 NV0008  HISTORY     - Date     Condition        Report By
 NV0008  HISTORY     - 1941     MONUMENTED       CGS
 NV0008  HISTORY     - 1983     GOOD             NGS
 NV0008
 NV0008                          STATION DESCRIPTION
 NV0008
 NV0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NV0008'4.1 MI W FROM SHOSHONE.
 NV0008'4.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0008'SHOSHONE, LINCOLN COUNTY, AT DISNEY, 3 POLES EAST OF MILEPOST 326, 75
 NV0008'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 12 FEET SOUTH OF A ROW OF
 NV0008'POLES, NEAR A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A LAVA
 NV0008'OUTCROP.  A STANDARD DISK, STAMPED D 219 1941.
 NV0008
 NV0008                          STATION RECOVERY (1983)
 NV0008
 NV0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0420 ***********************************************************************
 OZ0420  DESIGNATION -  D 220
 OZ0420  PID         -  OZ0420
 OZ0420  STATE/COUNTY-  ID/ELMORE
 OZ0420  USGS QUAD   -  KING HILL (1986)
 OZ0420
 OZ0420                         *CURRENT SURVEY CONTROL
 OZ0420  ___________________________________________________________________
 OZ0420* NAD 83(1986)-  43 00 09.     (N)    115 12 07.     (W)     SCALED    
 OZ0420* NAVD 88     -       771.524  (meters)    2531.24   (feet)  ADJUSTED  
 OZ0420  ___________________________________________________________________
 OZ0420  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 OZ0420  DYNAMIC HT  -         771.204 (meters)    2530.19  (feet)  COMP
 OZ0420  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 OZ0420
 OZ0420  VERT ORDER  -  FIRST     CLASS II
 OZ0420
 OZ0420.The horizontal coordinates were scaled from a topographic map and have
 OZ0420.an estimated accuracy of +/- 6 seconds.
 OZ0420
 OZ0420.The orthometric height was determined by differential leveling
 OZ0420.and adjusted by the National Geodetic Survey in June 1991..
 OZ0420
 OZ0420.The geoid height was determined by GEOID03.
 OZ0420
 OZ0420.The dynamic height is computed by dividing the NAVD 88
 OZ0420.geopotential number by the normal gravity value computed on the
 OZ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0420.degrees latitude (g = 980.6199 gals.).
 OZ0420
 OZ0420.The modeled gravity was interpolated from observed gravity values.
 OZ0420
 OZ0420;                    North         East    Units  Estimated Accuracy
 OZ0420;SPC ID W     -   148,520.      844,680.      MT  (+/- 180 meters Scaled)
 OZ0420
 OZ0420                          SUPERSEDED SURVEY CONTROL
 OZ0420
 OZ0420  NGVD 29 (??/??/92)  770.742  (m)         2528.68   (f) ADJ UNCH    1 2
 OZ0420
 OZ0420.Superseded values are not recommended for survey control.
 OZ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0420.See file dsdata.txt to determine how the superseded data were derived.
 OZ0420
 OZ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH465626(NAD 83)
 OZ0420_MARKER: DB = BENCH MARK DISK
 OZ0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0420_SP_SET: CONCRETE BASE
 OZ0420_STAMPING: D 220 1941
 OZ0420_MARK LOGO: CGS   
 OZ0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0420
 OZ0420  HISTORY     - Date     Condition        Report By
 OZ0420  HISTORY     - 1941     MONUMENTED       CGS
 OZ0420  HISTORY     - 1946     GOOD             NGS
 OZ0420  HISTORY     - 1981     MARK NOT FOUND   USFS
 OZ0420  HISTORY     - 1983     GOOD             NGS
 OZ0420
 OZ0420                          STATION DESCRIPTION
 OZ0420
 OZ0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OZ0420'IN KING HILL.
 OZ0420'AT KING HILL, ELMORE COUNTY, ON THE UNION PACIFIC RAILROAD, 3 POLES
 OZ0420'EAST OF THE STATION, AT THE WATER COLUMN, IN THE NORTHEAST CORNER OF
 OZ0420'THE CONCRETE BASE, AND 12 FEET NORTH OF THE CENTERLINE OF THE SOUTH
 OZ0420'TRACK.  A STANDARD DISK, STAMPED D 220 1941.
 OZ0420
 OZ0420                          STATION RECOVERY (1981)
 OZ0420
 OZ0420'RECOVERY NOTE BY US FOREST SERVICE 1981
 OZ0420'MARK NOT FOUND.
 OZ0420
 OZ0420                          STATION RECOVERY (1983)
 OZ0420
 OZ0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0420'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 OZ0420'(0.1 MI) EAST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE POST OFFICE
 OZ0420'IN KING HILL, IN TOP OF THE NORTHEAST CORNER OF THE EAST END OF AN
 OZ0420'ABANDONED 6 BY 9 FOOT CONCRETE FOUNDATION FLUSH WITH THE SURFACE OF
 OZ0420'THE GROUND, 0.55 KM (0.35 MI) EAST OF THE BRIDGE OVER THE SNAKE RIVER,
 OZ0420'72.8 METERS (239 FT) SOUTH OF THE HIGHWAY CENTERLINE, 28.9 METERS (95
 OZ0420'FT) EAST OF THE UNION PACIFIC RAILROAD MILEPOLE 367, 2.4 METERS (8 FT)
 OZ0420'NORTH OF THE NORTH RAIL OF THE SOUTH TRACKS AND 1.2 METERS (4 FT)
 OZ0420'SOUTH OF THE SOUTH RAIL OF THE CENTER TRACKS.
 OZ0420'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0476 ***********************************************************************
 OH0476  DESIGNATION -  D 222
 OH0476  PID         -  OH0476
 OH0476  STATE/COUNTY-  ID/CANYON
 OH0476  USGS QUAD   -  PARMA (1975)
 OH0476
 OH0476                         *CURRENT SURVEY CONTROL
 OH0476  ___________________________________________________________________
 OH0476* NAD 83(1986)-  43 45 26.     (N)    116 53 36.     (W)     SCALED    
 OH0476* NAVD 88     -       685.704  (meters)    2249.68   (feet)  ADJUSTED  
 OH0476  ___________________________________________________________________
 OH0476  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 OH0476  DYNAMIC HT  -         685.478 (meters)    2248.94  (feet)  COMP
 OH0476  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 OH0476
 OH0476  VERT ORDER  -  FIRST     CLASS II
 OH0476
 OH0476.The horizontal coordinates were scaled from a topographic map and have
 OH0476.an estimated accuracy of +/- 6 seconds.
 OH0476
 OH0476.The orthometric height was determined by differential leveling
 OH0476.and adjusted by the National Geodetic Survey in June 1991..
 OH0476
 OH0476.The geoid height was determined by GEOID03.
 OH0476
 OH0476.The dynamic height is computed by dividing the NAVD 88
 OH0476.geopotential number by the normal gravity value computed on the
 OH0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0476.degrees latitude (g = 980.6199 gals.).
 OH0476
 OH0476.The modeled gravity was interpolated from observed gravity values.
 OH0476
 OH0476;                    North         East    Units  Estimated Accuracy
 OH0476;SPC ID W     -   232,850.      707,930.      MT  (+/- 180 meters Scaled)
 OH0476
 OH0476                          SUPERSEDED SURVEY CONTROL
 OH0476
 OH0476  NGVD 29 (??/??/92)  684.754  (m)         2246.56   (f) ADJ UNCH    1 2
 OH0476
 OH0476.Superseded values are not recommended for survey control.
 OH0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0476.See file dsdata.txt to determine how the superseded data were derived.
 OH0476
 OH0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ085449(NAD 83)
 OH0476_MARKER: DD = SURVEY DISK
 OH0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0476_STAMPING: D 222 1941
 OH0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0476+STABILITY: SURFACE MOTION
 OH0476
 OH0476  HISTORY     - Date     Condition        Report By
 OH0476  HISTORY     - 1941     MONUMENTED       IDPWD
 OH0476  HISTORY     - 1948     GOOD             NGS
 OH0476  HISTORY     - 1963     GOOD             NGS
 OH0476  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0476  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0476
 OH0476                          STATION DESCRIPTION
 OH0476
 OH0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OH0476'3.1 MI SE FROM PARMA.
 OH0476'3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE BANK AT PARMA,
 OH0476'CANYON COUNTY, 15 FEET NORTHWEST OF A CAUSEWAY OVER A DITCH, 6 FEET
 OH0476'SOUTHEAST OF THE END OF A GUARD RAIL, 33 FEET NORTHEAST OF THE
 OH0476'CENTERLINE OF THE HIGHWAY, 2 FEET NORTHEAST OF THE FENCE LINE, 45 FEET
 OH0476'SOUTHWEST OF THE CENTERLINE OF THE UNION PACIFIC RAILROAD, AND NEAR A
 OH0476'WHITE WOODEN WITNESS POST.  AN IDAHO DEPARTMENT OF PUBLIC WORKS
 OH0476'STANDARD DISK, STAMPED D 222 1941 AND SET IN THE TOP OF A CONCRETE
 OH0476'POST.
 OH0476
 OH0476                          STATION RECOVERY (1963)
 OH0476
 OH0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0476'RECOVERED IN GOOD CONDITION.
 OH0476
 OH0476                          STATION RECOVERY (1979)
 OH0476
 OH0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0476'HIGHWAY 18 IS NOW 20.
 OH0476
 OH0476                          STATION RECOVERY (1983)
 OH0476
 OH0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0476'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0497 ***********************************************************************
 OH0497  DESIGNATION -  D 223
 OH0497  PID         -  OH0497
 OH0497  STATE/COUNTY-  ID/CANYON
 OH0497  USGS QUAD   -  CALDWELL (1971)
 OH0497
 OH0497                         *CURRENT SURVEY CONTROL
 OH0497  ___________________________________________________________________
 OH0497* NAD 83(1986)-  43 38 01.     (N)    116 38 40.     (W)     SCALED    
 OH0497* NAVD 88     -       735.246  (meters)    2412.22   (feet)  ADJUSTED  
 OH0497  ___________________________________________________________________
 OH0497  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 OH0497  DYNAMIC HT  -         734.994 (meters)    2411.39  (feet)  COMP
 OH0497  MODELED GRAV-     980,252.7   (mgal)                       NAVD 88
 OH0497
 OH0497  VERT ORDER  -  FIRST     CLASS II
 OH0497
 OH0497.The horizontal coordinates were scaled from a topographic map and have
 OH0497.an estimated accuracy of +/- 6 seconds.
 OH0497
 OH0497.The orthometric height was determined by differential leveling
 OH0497.and adjusted by the National Geodetic Survey in June 1991..
 OH0497
 OH0497.The geoid height was determined by GEOID03.
 OH0497
 OH0497.The dynamic height is computed by dividing the NAVD 88
 OH0497.geopotential number by the normal gravity value computed on the
 OH0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0497.degrees latitude (g = 980.6199 gals.).
 OH0497
 OH0497.The modeled gravity was interpolated from observed gravity values.
 OH0497
 OH0497;                    North         East    Units  Estimated Accuracy
 OH0497;SPC ID W     -   218,870.      727,830.      MT  (+/- 180 meters Scaled)
 OH0497
 OH0497                          SUPERSEDED SURVEY CONTROL
 OH0497
 OH0497  NGVD 29 (??/??/92)  734.310  (m)         2409.15   (f) ADJ UNCH    1 2
 OH0497
 OH0497.Superseded values are not recommended for survey control.
 OH0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0497.See file dsdata.txt to determine how the superseded data were derived.
 OH0497
 OH0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ286312(NAD 83)
 OH0497_MARKER: DB = BENCH MARK DISK
 OH0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0497_STAMPING: D 223 1941
 OH0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0497+STABILITY: SURFACE MOTION
 OH0497
 OH0497  HISTORY     - Date     Condition        Report By
 OH0497  HISTORY     - 1941     MONUMENTED       CGS
 OH0497  HISTORY     - 1979     GOOD             NGS
 OH0497  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0497
 OH0497                          STATION DESCRIPTION
 OH0497
 OH0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0497'1.7 MI SE FROM CALDWELL.
 OH0497'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE COLLEGE OF IDAHO AT
 OH0497'CALDWELL, CANYON COUNTY, 200 FEET SOUTHEAST OF AN ENTERING CALDWELL
 OH0497'SIGN, 125 FEET SOUTHEAST OF A CROSS ROAD, 33 FEET SOUTHWEST OF THE
 OH0497'CENTERLINE OF THE HIGHWAY, DIRECTLY UNDER A POWER-LINE, AND NEAR A
 OH0497'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 223 1941 AND
 OH0497'SET IN THE TOP OF A CONCRETE POST.
 OH0497
 OH0497                          STATION RECOVERY (1979)
 OH0497
 OH0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0497'RECOVERED IN GOOD CONDITION.
 OH0497
 OH0497                          STATION RECOVERY (1983)
 OH0497
 OH0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0497'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0738 ***********************************************************************
 NV0738  DESIGNATION -  D 225
 NV0738  PID         -  NV0738
 NV0738  STATE/COUNTY-  ID/ELMORE
 NV0738  USGS QUAD   -  INDIAN COVE (1992)
 NV0738
 NV0738                         *CURRENT SURVEY CONTROL
 NV0738  ___________________________________________________________________
 NV0738* NAD 83(1986)-  42 59 00.     (N)    115 33 38.     (W)     SCALED    
 NV0738* NAVD 88     -       883.661  (meters)    2899.14   (feet)  POSTED    
 NV0738  ___________________________________________________________________
 NV0738  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 NV0738  DYNAMIC HT  -         883.290 (meters)    2897.93  (feet)  COMP
 NV0738  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 NV0738
 NV0738  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV0738
 NV0738.The horizontal coordinates were scaled from a topographic map and have
 NV0738.an estimated accuracy of +/- 6 seconds.
 NV0738
 NV0738.The orthometric height was determined by differential leveling
 NV0738.and adjusted by the National Geodetic Survey in 1992..
 NV0738.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV0738.rate of 0.0 thru 1.0 mm/km.
 NV0738
 NV0738.The geoid height was determined by GEOID03.
 NV0738
 NV0738.The dynamic height is computed by dividing the NAVD 88
 NV0738.geopotential number by the normal gravity value computed on the
 NV0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0738.degrees latitude (g = 980.6199 gals.).
 NV0738
 NV0738.The modeled gravity was interpolated from observed gravity values.
 NV0738
 NV0738;                    North         East    Units  Estimated Accuracy
 NV0738;SPC ID W     -   146,260.      815,450.      MT  (+/- 180 meters Scaled)
 NV0738
 NV0738                          SUPERSEDED SURVEY CONTROL
 NV0738
 NV0738  NGVD 29 (??/??/92)  882.822  (m)         2896.39   (f) ADJ UNCH    1 2
 NV0738
 NV0738.Superseded values are not recommended for survey control.
 NV0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0738.See file dsdata.txt to determine how the superseded data were derived.
 NV0738
 NV0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH173599(NAD 83)
 NV0738_MARKER: DB = BENCH MARK DISK
 NV0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0738_SP_SET: CULVERT
 NV0738_STAMPING: D 225 1960
 NV0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0738
 NV0738  HISTORY     - Date     Condition        Report By
 NV0738  HISTORY     - 1960     MONUMENTED       CGS
 NV0738  HISTORY     - 1983     GOOD             NGS
 NV0738
 NV0738                          STATION DESCRIPTION
 NV0738
 NV0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NV0738'12.45 MI SE FROM MOUNTAIN HOME.
 NV0738'ABOUT 12.45 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0738'STATION AT MOUNTAIN HOME, 0.25 MILE WEST OF MILEPOLE 389, IN THE TOP
 NV0738'AND 1.4 FEET WEST OF THE EAST END OF THE SOUTH HEAD WALL OF CONCRETE
 NV0738'ARCH CULVERT 389.27, 22.8 FEET (SLOPE MEASUREMENT) SOUTH OF THE SOUTH
 NV0738'RAIL OF THE SOUTH TRACK AND ABOUT 10 FEET LOWER THAN THE TRACK.
 NV0738
 NV0738                          STATION RECOVERY (1983)
 NV0738
 NV0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0738'1.3 KM (0.8 MI) NORTH ALONG A PAVED ROAD FROM THE JCT OF THE OLD
 NV0738'OREGON TRAIL HWY. AND STATE HWY 78 AT HAMMETT, THENCE 10.3 KM (6.4
 NV0738'MI) NORTHWEST ALONG THE UNION PACIFIC RAILROAD, IN TOP OF AND 0.5 MI
 NV0738'(1.5 FT) WEST OF THE EAST END OF THE SOUTH HEADWALL FOR A ARCH BRIDGE
 NV0738'UNDER THE RAILROAD, 0.4 KM (0.25 MI) WEST OF MILE POLE 389. 7.0 M
 NV0738'(23.0 FT) SOUTH-SOUTH RAIL OF THE SOUTH TRACKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0216 ***********************************************************************
 OY0216  DESIGNATION -  D 226
 OY0216  PID         -  OY0216
 OY0216  STATE/COUNTY-  ID/BINGHAM
 OY0216  USGS QUAD   -  FIRTH (1979)
 OY0216
 OY0216                         *CURRENT SURVEY CONTROL
 OY0216  ___________________________________________________________________
 OY0216* NAD 83(1986)-  43 17 35.     (N)    112 11 47.     (W)     SCALED    
 OY0216* NAVD 88     -      1390.254  (meters)    4561.19   (feet)  ADJUSTED  
 OY0216  ___________________________________________________________________
 OY0216  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 OY0216  DYNAMIC HT  -        1389.494 (meters)    4558.70  (feet)  COMP
 OY0216  MODELED GRAV-     980,025.1   (mgal)                       NAVD 88
 OY0216
 OY0216  VERT ORDER  -  FIRST     CLASS I
 OY0216
 OY0216.The horizontal coordinates were scaled from a topographic map and have
 OY0216.an estimated accuracy of +/- 6 seconds.
 OY0216
 OY0216.The orthometric height was determined by differential leveling
 OY0216.and adjusted by the National Geodetic Survey in June 1991..
 OY0216
 OY0216.The geoid height was determined by GEOID03.
 OY0216
 OY0216.The dynamic height is computed by dividing the NAVD 88
 OY0216.geopotential number by the normal gravity value computed on the
 OY0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0216.degrees latitude (g = 980.6199 gals.).
 OY0216
 OY0216.The modeled gravity was interpolated from observed gravity values.
 OY0216
 OY0216;                    North         East    Units  Estimated Accuracy
 OY0216;SPC ID E     -   180,650.      197,590.      MT  (+/- 180 meters Scaled)
 OY0216
 OY0216                          SUPERSEDED SURVEY CONTROL
 OY0216
 OY0216  NGVD 29 (08/20/92) 1389.179  (m)         4557.66   (f) ADJUSTED    1 1
 OY0216
 OY0216.Superseded values are not recommended for survey control.
 OY0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0216.See file dsdata.txt to determine how the superseded data were derived.
 OY0216
 OY0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN029940(NAD 83)
 OY0216_MARKER: DB = BENCH MARK DISK
 OY0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0216_STAMPING: D 226 1960
 OY0216_MARK LOGO: CGS   
 OY0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0216+STABILITY: SURFACE MOTION
 OY0216
 OY0216  HISTORY     - Date     Condition        Report By
 OY0216  HISTORY     - 1960     MONUMENTED       CGS
 OY0216  HISTORY     - 1967     GOOD             NGS
 OY0216  HISTORY     - 1983     GOOD             NGS
 OY0216
 OY0216                          STATION DESCRIPTION
 OY0216
 OY0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0216'1.0 MI SW FROM FIRTH.
 OY0216'1.0 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0216'AT FIRTH, 112 FEET WEST AND ACROSS THE TRACK FROM MILEPOLE 168.5 (POLE
 OY0216'8E), 32.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 127 FEET SOUTHWEST OF
 OY0216'SEMAPHORE 1684, 40 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 OY0216'26, 91 AND 191, 15.2 FEET SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST OF A
 OY0216'TELEPHONE POLE, 1.2 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 OY0216'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OY0216'0.4 FOOT ABOVE THE GROUND.
 OY0216
 OY0216                          STATION RECOVERY (1967)
 OY0216
 OY0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0216'RECOVERED IN GOOD CONDITION.
 OY0216
 OY0216                          STATION RECOVERY (1983)
 OY0216
 OY0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0216'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OY0216'THE FOLLOWING EXCEPTIONS, DELETE 112.0 FEET WEST AND ACROSS THE TRACKS
 OY0216'FROM MILEPOLE 168.5 (POLE 8 E), AND 15.2 FEET SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0382 ***********************************************************************
 OX0382  DESIGNATION -  D 227
 OX0382  PID         -  OX0382
 OX0382  STATE/COUNTY-  ID/BONNEVILLE
 OX0382  USGS QUAD   -  UCON (1979)
 OX0382
 OX0382                         *CURRENT SURVEY CONTROL
 OX0382  ___________________________________________________________________
 OX0382* NAD 83(1986)-  43 33 24.     (N)    111 59 32.     (W)     SCALED    
 OX0382* NAVD 88     -      1456.239  (meters)    4777.68   (feet)  ADJUSTED  
 OX0382  ___________________________________________________________________
 OX0382  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 OX0382  DYNAMIC HT  -        1455.477 (meters)    4775.18  (feet)  COMP
 OX0382  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 OX0382
 OX0382  VERT ORDER  -  FIRST     CLASS II
 OX0382
 OX0382.The horizontal coordinates were scaled from a topographic map and have
 OX0382.an estimated accuracy of +/- 6 seconds.
 OX0382
 OX0382.The orthometric height was determined by differential leveling
 OX0382.and adjusted by the National Geodetic Survey in June 1991..
 OX0382
 OX0382.The geoid height was determined by GEOID03.
 OX0382
 OX0382.The dynamic height is computed by dividing the NAVD 88
 OX0382.geopotential number by the normal gravity value computed on the
 OX0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0382.degrees latitude (g = 980.6199 gals.).
 OX0382
 OX0382.The modeled gravity was interpolated from observed gravity values.
 OX0382
 OX0382;                    North         East    Units  Estimated Accuracy
 OX0382;SPC ID E     -   209,960.      214,100.      MT  (+/- 180 meters Scaled)
 OX0382
 OX0382                          SUPERSEDED SURVEY CONTROL
 OX0382
 OX0382  NGVD 29 (08/20/92) 1455.160  (m)         4774.14   (f) ADJUSTED    1 2
 OX0382
 OX0382.Superseded values are not recommended for survey control.
 OX0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0382.See file dsdata.txt to determine how the superseded data were derived.
 OX0382
 OX0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP198231(NAD 83)
 OX0382_MARKER: DB = BENCH MARK DISK
 OX0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0382_SP_SET: CONCRETE ABUTMENT
 OX0382_STAMPING: D 227 1960
 OX0382_MARK LOGO: CGS   
 OX0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0382+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 OX0382
 OX0382  HISTORY     - Date     Condition        Report By
 OX0382  HISTORY     - 1960     MONUMENTED       CGS
 OX0382  HISTORY     - 1983     GOOD             NGS
 OX0382  HISTORY     - 19910419 GOOD             IDDT
 OX0382
 OX0382                          STATION DESCRIPTION
 OX0382
 OX0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0382'4.9 MI NE FROM IDAHO FALLS.
 OX0382'4.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0382'AT IDAHO FALLS, 2 1/2 POLES SOUTH OF MILEPOLE 5, IN THE TOP AND 1.0
 OX0382'FOOT EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF WOODEN
 OX0382'TRESTLE 4.92 OVER A CANAL, 5.0 FEET WEST OF THE WEST RAIL, AND ABOUT 3
 OX0382'FEET LOWER THAN THE TRACK.
 OX0382
 OX0382                          STATION RECOVERY (1983)
 OX0382
 OX0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0382'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OX0382'THE FOLLOWING EXCEPTIONS, DELETE 2 1/2 POLES SOUTH OF MILEPOLE 5.
 OX0382'ADD 131.0 METERS (429.8 FT) SOUTH OF MILEPOST 5.
 OX0382
 OX0382                          STATION RECOVERY (1991)
 OX0382
 OX0382'RECOVERY NOTE BY ID DEPT OF TRANSP 1991 (RR)
 OX0382'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0421 ***********************************************************************
 OX0421  DESIGNATION -  D 228
 OX0421  PID         -  OX0421
 OX0421  STATE/COUNTY-  ID/MADISON
 OX0421  USGS QUAD   -  REXBURG (1979)
 OX0421
 OX0421                         *CURRENT SURVEY CONTROL
 OX0421  ___________________________________________________________________
 OX0421* NAD 83(1986)-  43 49 57.     (N)    111 48 24.     (W)     SCALED    
 OX0421* NAVD 88     -      1480.693  (meters)    4857.91   (feet)  POSTED    
 OX0421  ___________________________________________________________________
 OX0421  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 OX0421  DYNAMIC HT  -        1479.930 (meters)    4855.40  (feet)  COMP
 OX0421  MODELED GRAV-     980,049.3   (mgal)                       NAVD 88
 OX0421
 OX0421  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OX0421
 OX0421.The horizontal coordinates were scaled from a topographic map and have
 OX0421.an estimated accuracy of +/- 6 seconds.
 OX0421
 OX0421.The orthometric height was determined by differential leveling
 OX0421.and adjusted by the National Geodetic Survey in 1992..
 OX0421.No vertical observational check was made to the station.
 OX0421.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OX0421.was located on a no-check spur therefore a value was not computed.
 OX0421
 OX0421.The geoid height was determined by GEOID03.
 OX0421
 OX0421.The dynamic height is computed by dividing the NAVD 88
 OX0421.geopotential number by the normal gravity value computed on the
 OX0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0421.degrees latitude (g = 980.6199 gals.).
 OX0421
 OX0421.The modeled gravity was interpolated from observed gravity values.
 OX0421
 OX0421;                    North         East    Units  Estimated Accuracy
 OX0421;SPC ID E     -   240,650.      228,950.      MT  (+/- 180 meters Scaled)
 OX0421
 OX0421                          SUPERSEDED SURVEY CONTROL
 OX0421
 OX0421  NGVD 29 (??/??/92) 1479.598  (m)         4854.31   (f) ADJ UNCH    1 2
 OX0421
 OX0421.Superseded values are not recommended for survey control.
 OX0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0421.See file dsdata.txt to determine how the superseded data were derived.
 OX0421
 OX0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP351535(NAD 83)
 OX0421_MARKER: DB = BENCH MARK DISK
 OX0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0421_STAMPING: D 228 1960
 OX0421_MARK LOGO: CGS   
 OX0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0421+STABILITY: SURFACE MOTION
 OX0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OX0421+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002
 OX0421
 OX0421  HISTORY     - Date     Condition        Report By
 OX0421  HISTORY     - 1960     MONUMENTED       CGS
 OX0421  HISTORY     - 1983     GOOD             NGS
 OX0421  HISTORY     - 20020402 GOOD             IDTD
 OX0421
 OX0421                          STATION DESCRIPTION
 OX0421
 OX0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0421'1.3 MI NW FROM REXBURG.
 OX0421'0.85 MILE WEST ALONG WEST MAIN STREET FROM THE UNION PACIFIC RAILROAD
 OX0421'STATION AT REXBURG, THENCE 0.45 MILE NORTH ALONG THE GRAVEL ENTRANCE
 OX0421'ROAD AT REXBURG MUNICIPAL AIRPORT, AT THE SOUTHWEST CORNER OF A
 OX0421'CONCRETE BLOCK ADMINISTRATION BUILDING SUPPORTING A TOWER, 2.5 FEET
 OX0421'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 2.1 FEET SOUTH OF
 OX0421'THE SOUTH WALL OF THE BUILDING, 1 1/2 FEET EAST OF A POLE SUPPORTING A
 OX0421'BEACON LIGHT, 1.8 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 OX0421'RUNWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OX0421'ABOVE THE GROUND.
 OX0421
 OX0421                          STATION RECOVERY (1983)
 OX0421
 OX0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0421'RECOVERED IN GOOD CONDITION.
 OX0421
 OX0421                          STATION RECOVERY (2002)
 OX0421
 OX0421'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OX0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0403 ***********************************************************************
 PY0403  DESIGNATION -  D 229
 PY0403  PID         -  PY0403
 PY0403  STATE/COUNTY-  ID/FREMONT
 PY0403  USGS QUAD   -  WARM RIVER (1965)
 PY0403
 PY0403                         *CURRENT SURVEY CONTROL
 PY0403  ___________________________________________________________________
 PY0403* NAD 83(1986)-  44 06 49.     (N)    111 19 36.     (W)     SCALED    
 PY0403* NAVD 88     -      1611.773  (meters)    5287.96   (feet)  POSTED    
 PY0403  ___________________________________________________________________
 PY0403  GEOID HEIGHT-         -10.14  (meters)                     GEOID03
 PY0403  DYNAMIC HT  -        1610.910 (meters)    5285.13  (feet)  COMP
 PY0403  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 PY0403
 PY0403  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0403
 PY0403.The horizontal coordinates were scaled from a topographic map and have
 PY0403.an estimated accuracy of +/- 6 seconds.
 PY0403
 PY0403.The orthometric height was determined by differential leveling
 PY0403.and adjusted by the National Geodetic Survey in 1992..
 PY0403.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0403.rate of 1.1 thru 2.0 mm/km.
 PY0403
 PY0403.The geoid height was determined by GEOID03.
 PY0403
 PY0403.The dynamic height is computed by dividing the NAVD 88
 PY0403.geopotential number by the normal gravity value computed on the
 PY0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0403.degrees latitude (g = 980.6199 gals.).
 PY0403
 PY0403.The modeled gravity was interpolated from observed gravity values.
 PY0403
 PY0403;                    North         East    Units  Estimated Accuracy
 PY0403;SPC ID E     -   272,160.      267,240.      MT  (+/- 180 meters Scaled)
 PY0403
 PY0403                          SUPERSEDED SURVEY CONTROL
 PY0403
 PY0403  NGVD 29 (??/??/92) 1610.644  (m)         5284.25   (f) ADJ UNCH    1 2
 PY0403
 PY0403.Superseded values are not recommended for survey control.
 PY0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0403.See file dsdata.txt to determine how the superseded data were derived.
 PY0403
 PY0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP738845(NAD 83)
 PY0403_MARKER: DD = SURVEY DISK
 PY0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0403_STAMPING: D 229 1960
 PY0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0403+STABILITY: SURFACE MOTION
 PY0403
 PY0403  HISTORY     - Date     Condition        Report By
 PY0403  HISTORY     - 1960     MONUMENTED       IDPWD
 PY0403  HISTORY     - 1960     GOOD             NGS
 PY0403
 PY0403                          STATION DESCRIPTION
 PY0403
 PY0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0403'7.45 MI NE FROM ASHTON.
 PY0403'7.45 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0403'AT ASHTON, 4 RAILS SOUTHWEST OF A POINT DIRECTLY UNDER THE CENTER LINE
 PY0403'OF STATE HIGHWAY 47 CONCRETE OVERPASS OVER THE TRACK, 25.0 FEET
 PY0403'NORTHWEST OF THE NORTHWEST RAIL, 61.10 FEET EAST OF BENCH MARK C 234,
 PY0403'75 FEET NORTH AND ACROSS THE TRACK FROM TELEPHONE POLE 230, 1.0 FOOT
 PY0403'WEST-NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK,
 PY0403'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PY0403'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0919 ***********************************************************************
 RZ0919  DESIGNATION -  D 23
 RZ0919  PID         -  RZ0919
 RZ0919  STATE/COUNTY-  ID/NEZ PERCE
 RZ0919  USGS QUAD   -  CLARKSTON (1971)
 RZ0919
 RZ0919                         *CURRENT SURVEY CONTROL
 RZ0919  ___________________________________________________________________
 RZ0919* NAD 83(1986)-  46 27 37.     (N)    117 00 59.     (W)     SCALED    
 RZ0919* NAVD 88     -       794.944  (meters)    2608.08   (feet)  ADJUSTED  
 RZ0919  ___________________________________________________________________
 RZ0919  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 RZ0919  DYNAMIC HT  -         794.892 (meters)    2607.91  (feet)  COMP
 RZ0919  MODELED GRAV-     980,521.4   (mgal)                       NAVD 88
 RZ0919
 RZ0919  VERT ORDER  -  FIRST     CLASS II
 RZ0919
 RZ0919.The horizontal coordinates were scaled from a topographic map and have
 RZ0919.an estimated accuracy of +/- 6 seconds.
 RZ0919
 RZ0919.The orthometric height was determined by differential leveling
 RZ0919.and adjusted by the National Geodetic Survey in June 1991..
 RZ0919
 RZ0919.The geoid height was determined by GEOID03.
 RZ0919
 RZ0919.The dynamic height is computed by dividing the NAVD 88
 RZ0919.geopotential number by the normal gravity value computed on the
 RZ0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0919.degrees latitude (g = 980.6199 gals.).
 RZ0919
 RZ0919.The modeled gravity was interpolated from observed gravity values.
 RZ0919
 RZ0919;                    North         East    Units  Estimated Accuracy
 RZ0919;SPC ID W     -   533,380.      702,730.      MT  (+/- 180 meters Scaled)
 RZ0919
 RZ0919                          SUPERSEDED SURVEY CONTROL
 RZ0919
 RZ0919  NGVD 29 (??/??/92)  793.898  (m)         2604.65   (f) ADJ UNCH    1 2
 RZ0919
 RZ0919.Superseded values are not recommended for survey control.
 RZ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0919.See file dsdata.txt to determine how the superseded data were derived.
 RZ0919
 RZ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM987451(NAD 83)
 RZ0919_MARKER: DB = BENCH MARK DISK
 RZ0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0919_SP_SET: CONCRETE BASE
 RZ0919_STAMPING: D 23 1933
 RZ0919_MARK LOGO: CGS   
 RZ0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0919
 RZ0919  HISTORY     - Date     Condition        Report By
 RZ0919  HISTORY     - 1933     MONUMENTED       CGS
 RZ0919  HISTORY     - 1952     GOOD             NGS
 RZ0919  HISTORY     - 1980     GOOD             NGS
 RZ0919
 RZ0919                          STATION DESCRIPTION
 RZ0919
 RZ0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0919'6.9 MI S FROM UNIONTOWN, WA.
 RZ0919'5.0 MILES SOUTH ALONG U. S. HIGHWAY 195 FROM THE COMMUNITY BUILDING AT
 RZ0919'UNIONTOWN, THENCE 1.9 MILES SOUTH ALONG U. S. HIGHWAY 95, AT AN
 RZ0919'OBSERVATION POINT ON THE LEWISTON GRADE, IN THE TOP OF A LARGE
 RZ0919'PROMINENT OUTCROP, 102 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 RZ0919'27 FEET SOUTH OF A STEEL GUARD RAIL, 20.2 FEET SOUTH OF THE SOUTHWEST
 RZ0919'CORNER OF THE CONCRETE BASE OF A MONUMENT IN MEMORY OF C.C. VAN
 RZ0919'ARSDOL, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.
 RZ0919
 RZ0919                          STATION RECOVERY (1980)
 RZ0919
 RZ0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0919'13.0 KILOMETERS (8.1 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ0919'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, 0.6 KILOMETER (0.4 MILE)
 RZ0919'SUTHEAST OF THE JUNCTION OF NEW U.S. HIGHWAY 95, AT AN OBSERVATION
 RZ0919'POINT, SET IN TOP OF A ROCK OUTCROP NEAR THE SOUTHWEST CORNER OF A
 RZ0919'CONCRETE FOUNDATION FOR A GRANITE MONUMENT WITH A BRONZE PLAGUE FOR
 RZ0919'C.C. VAN ARSOOL, 32.1 METERS (105 FEET) SOUTH OF THE CENTERLINE OF
 RZ0919'THE HIGHWAY, 9.1 METERS (30.0 FEET) SOUTH OF A METAL GUARDRAIL.
 RZ0919'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0392 ***********************************************************************
 QA0392  DESIGNATION -  D 230
 QA0392  PID         -  QA0392
 QA0392  STATE/COUNTY-  ID/BOISE
 QA0392  USGS QUAD   -  SCOTT CREEK (1972)
 QA0392
 QA0392                         *CURRENT SURVEY CONTROL
 QA0392  ___________________________________________________________________
 QA0392* NAD 83(1986)-  44 08 32.     (N)    115 43 50.     (W)     SCALED    
 QA0392* NAVD 88     -      1951.983  (meters)    6404.13   (feet)  ADJUSTED  
 QA0392  ___________________________________________________________________
 QA0392  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 QA0392  DYNAMIC HT  -        1950.787 (meters)    6400.21  (feet)  COMP
 QA0392  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 QA0392
 QA0392  VERT ORDER  -  SECOND    CLASS 0
 QA0392
 QA0392.The horizontal coordinates were scaled from a topographic map and have
 QA0392.an estimated accuracy of +/- 6 seconds.
 QA0392
 QA0392.The orthometric height was determined by differential leveling
 QA0392.and adjusted by the National Geodetic Survey in June 1991..
 QA0392
 QA0392.The geoid height was determined by GEOID03.
 QA0392
 QA0392.The dynamic height is computed by dividing the NAVD 88
 QA0392.geopotential number by the normal gravity value computed on the
 QA0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0392.degrees latitude (g = 980.6199 gals.).
 QA0392
 QA0392.The modeled gravity was interpolated from observed gravity values.
 QA0392
 QA0392;                    North         East    Units  Estimated Accuracy
 QA0392;SPC ID W     -   274,990.      801,560.      MT  (+/- 180 meters Scaled)
 QA0392
 QA0392                          SUPERSEDED SURVEY CONTROL
 QA0392
 QA0392  NGVD 29 (??/??/92) 1950.655  (m)         6399.77   (f) ADJ UNCH    2 0
 QA0392
 QA0392.Superseded values are not recommended for survey control.
 QA0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0392.See file dsdata.txt to determine how the superseded data were derived.
 QA0392
 QA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ015884(NAD 83)
 QA0392_MARKER: DB = BENCH MARK DISK
 QA0392_SETTING: 80 = SET IN A BOULDER
 QA0392_SP_SET: BOULDER
 QA0392_STAMPING: D 230 1960
 QA0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0392+STABILITY: SURFACE MOTION
 QA0392
 QA0392  HISTORY     - Date     Condition        Report By
 QA0392  HISTORY     - 1960     MONUMENTED       CGS
 QA0392
 QA0392                          STATION DESCRIPTION
 QA0392
 QA0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0392'17.6 MI NW FROM LOWMAN.
 QA0392'10.3 MILES WEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF STATE
 QA0392'HIGHWAY 21 AT LOWMAN, THENCE 7.3 MILES NORTH ALONG DEADWOOD RIVER
 QA0392'ROAD, SET VERTICALLY IN THE SOUTHWEST FACE OF A GRANITE BOULDER WHICH
 QA0392'PROJECTS ABOUT 2 FEET ABOVE THE ROAD, 7 1/2 FEET NORTHEAST OF THE
 QA0392'CENTER LINE OF THE ROAD, 27.7 FEET NORTHWEST OF THE CENTER OF THE
 QA0392'NORTHEAST END OF A 12-INCH PIPE CULVERT, 7 FEET SOUTH OF A 48-INCH FIR
 QA0392'TREE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0862 ***********************************************************************
 QA0862  DESIGNATION -  D 230 RESET
 QA0862  PID         -  QA0862
 QA0862  STATE/COUNTY-  ID/BOISE
 QA0862  USGS QUAD   -  SCOTT CREEK (1972)
 QA0862
 QA0862                         *CURRENT SURVEY CONTROL
 QA0862  ___________________________________________________________________
 QA0862* NAD 83(1986)-  44 08 32.     (N)    115 43 50.     (W)     SCALED    
 QA0862* NAVD 88     -      1955.09   (meters)    6414.3    (feet)  RESET     
 QA0862  ___________________________________________________________________
 QA0862  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 QA0862
 QA0862  VERT ORDER  -  THIRD
 QA0862
 QA0862.The horizontal coordinates were scaled from a topographic map and have
 QA0862.an estimated accuracy of +/- 6 seconds.
 QA0862
 QA0862.The orthometric height was computed from unverified reset data.
 QA0862.No vertical observational check was made to the station.
 QA0862
 QA0862.The geoid height was determined by GEOID03.
 QA0862
 QA0862;                    North         East    Units  Estimated Accuracy
 QA0862;SPC ID W     -   274,990.      801,560.      MT  (+/- 180 meters Scaled)
 QA0862
 QA0862                          SUPERSEDED SURVEY CONTROL
 QA0862
 QA0862  NGVD 29 (03/27/06) 1953.76   (m)         6410.0    (f) RESET       3  
 QA0862
 QA0862.Superseded values are not recommended for survey control.
 QA0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0862.See file dsdata.txt to determine how the superseded data were derived.
 QA0862
 QA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ015884(NAD 83)
 QA0862_MARKER: DB = BENCH MARK DISK
 QA0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0862_SP_SET: CONCRETE POST
 QA0862_STAMPING: D 230 RESET 1984
 QA0862_MARK LOGO: NGS   
 QA0862_PROJECTION: FLUSH
 QA0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0862+STABILITY: SURFACE MOTION
 QA0862
 QA0862  HISTORY     - Date     Condition        Report By
 QA0862  HISTORY     - 1984     MONUMENTED       NGS
 QA0862
 QA0862                          STATION DESCRIPTION
 QA0862
 QA0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QA0862'22.9 KM (14.25 MI) SW FROM LOWMAN.
 QA0862'FROM THE INTERSECTION OF STATE HIGHWAYS 582 AND 21 IN LOWMAN GO WEST
 QA0862'ON 582 FOR 16.5 KM (10.25 MI), TURN RIGHT ON SCOTT MTN RD AND GO 6.4
 QA0862'KM (4.00 MI) TO THE MARK ON THE RIGHT, 14.8 METERS EAST OF CENTERLINE
 QA0862'OF THE PROPOSED NEW ROAD, 0.5 METER SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0416 ***********************************************************************
 QA0416  DESIGNATION -  D 231
 QA0416  PID         -  QA0416
 QA0416  STATE/COUNTY-  ID/VALLEY
 QA0416  USGS QUAD   -  DEADWOOD RESERVOIR (1988)
 QA0416
 QA0416                         *CURRENT SURVEY CONTROL
 QA0416  ___________________________________________________________________
 QA0416* NAD 83(1986)-  44 17 01.     (N)    115 39 20.     (W)     SCALED    
 QA0416* NAVD 88     -      1671.331  (meters)    5483.36   (feet)  ADJUSTED  
 QA0416  ___________________________________________________________________
 QA0416  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 QA0416  DYNAMIC HT  -        1670.423 (meters)    5480.38  (feet)  COMP
 QA0416  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 QA0416
 QA0416  VERT ORDER  -  SECOND    CLASS 0
 QA0416
 QA0416.The horizontal coordinates were scaled from a topographic map and have
 QA0416.an estimated accuracy of +/- 6 seconds.
 QA0416
 QA0416.The orthometric height was determined by differential leveling
 QA0416.and adjusted by the National Geodetic Survey in June 1991..
 QA0416
 QA0416.The geoid height was determined by GEOID03.
 QA0416
 QA0416.The dynamic height is computed by dividing the NAVD 88
 QA0416.geopotential number by the normal gravity value computed on the
 QA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0416.degrees latitude (g = 980.6199 gals.).
 QA0416
 QA0416.The modeled gravity was interpolated from observed gravity values.
 QA0416
 QA0416;                    North         East    Units  Estimated Accuracy
 QA0416;SPC ID W     -   290,710.      807,540.      MT  (+/- 180 meters Scaled)
 QA0416
 QA0416                          SUPERSEDED SURVEY CONTROL
 QA0416
 QA0416  NGVD 29 (??/??/92) 1670.088  (m)         5479.28   (f) ADJ UNCH    2 0
 QA0416
 QA0416.Superseded values are not recommended for survey control.
 QA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0416.See file dsdata.txt to determine how the superseded data were derived.
 QA0416
 QA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK072042(NAD 83)
 QA0416_MARKER: DB = BENCH MARK DISK
 QA0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0416_STAMPING: D 231 1960
 QA0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0416+STABILITY: SURFACE MOTION
 QA0416
 QA0416  HISTORY     - Date     Condition        Report By
 QA0416  HISTORY     - 1960     MONUMENTED       CGS
 QA0416
 QA0416                          STATION DESCRIPTION
 QA0416
 QA0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0416'1.15 MI S FROM DEADWOOD DAM.
 QA0416'1.15 MILES SOUTH ALONG DEADWOOD ROAD FROM THE WEST END OF DEADWOOD
 QA0416'DAM, 0.1 MILE NORTH OF A POINT WHERE WEST SIDE TRAIL LEAVES THE ROAD,
 QA0416'41 FEET NORTH OF THE CENTER AND ON THE OUTSIDE OF A CURVE, 17 FEET
 QA0416'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A
 QA0416'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 QA0416'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0167 ***********************************************************************
 QA0167  DESIGNATION -  D 232
 QA0167  PID         -  QA0167
 QA0167  STATE/COUNTY-  ID/CUSTER
 QA0167  USGS QUAD   -  ELEVENMILE CREEK (1963)
 QA0167
 QA0167                         *CURRENT SURVEY CONTROL
 QA0167  ___________________________________________________________________
 QA0167* NAD 83(1986)-  44 28 31.     (N)    114 34 06.     (W)     SCALED    
 QA0167* NAVD 88     -      2229.600  (meters)    7314.95   (feet)  ADJUSTED  
 QA0167  ___________________________________________________________________
 QA0167  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 QA0167  DYNAMIC HT  -        2228.176 (meters)    7310.27  (feet)  COMP
 QA0167  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 QA0167
 QA0167  VERT ORDER  -  SECOND    CLASS 0
 QA0167
 QA0167.The horizontal coordinates were scaled from a topographic map and have
 QA0167.an estimated accuracy of +/- 6 seconds.
 QA0167
 QA0167.The orthometric height was determined by differential leveling
 QA0167.and adjusted by the National Geodetic Survey in June 1991..
 QA0167
 QA0167.The geoid height was determined by GEOID03.
 QA0167
 QA0167.The dynamic height is computed by dividing the NAVD 88
 QA0167.geopotential number by the normal gravity value computed on the
 QA0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0167.degrees latitude (g = 980.6199 gals.).
 QA0167
 QA0167.The modeled gravity was interpolated from observed gravity values.
 QA0167
 QA0167;                    North         East    Units  Estimated Accuracy
 QA0167;SPC ID C     -   312,160.      454,780.      MT  (+/- 180 meters Scaled)
 QA0167
 QA0167                          SUPERSEDED SURVEY CONTROL
 QA0167
 QA0167  NGVD 29 (??/??/92) 2228.188  (m)         7310.31   (f) ADJ UNCH    2 0
 QA0167
 QA0167.Superseded values are not recommended for survey control.
 QA0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0167.See file dsdata.txt to determine how the superseded data were derived.
 QA0167
 QA0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK933275(NAD 83)
 QA0167_MARKER: DB = BENCH MARK DISK
 QA0167_SETTING: 66 = SET IN ROCK OUTCROP
 QA0167_SP_SET: ROCK OUTCROP
 QA0167_STAMPING: D 232 1960
 QA0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0167+STABILITY: POSITION/ELEVATION WELL
 QA0167
 QA0167  HISTORY     - Date     Condition        Report By
 QA0167  HISTORY     - 1960     MONUMENTED       CGS
 QA0167
 QA0167                          STATION DESCRIPTION
 QA0167
 QA0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0167'20.5 MI NE FROM SUNBEAM.
 QA0167'20.5 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE
 QA0167'AND STORE AT SUNBEAM, AT A SMALL RISE IN THE ROAD, IN TOP OF A MASSIVE
 QA0167'GRANITE OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 14 FEET
 QA0167'SOUTH OF THE CENTER LINE OF THE ROAD, 4.6 FEET SOUTHWEST OF A WITNESS
 QA0167'POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0602 ***********************************************************************
 OX0602  DESIGNATION -  D 232 2
 OX0602  PID         -  OX0602
 OX0602  STATE/COUNTY-  ID/JEFFERSON
 OX0602  USGS QUAD   -  MENAN BUTTES (1979)
 OX0602
 OX0602                         *CURRENT SURVEY CONTROL
 OX0602  ___________________________________________________________________
 OX0602* NAD 83(1986)-  43 45 00.     (N)    111 56 37.     (W)     SCALED    
 OX0602* NAVD 88     -      1468.310  (meters)    4817.28   (feet)  ADJUSTED  
 OX0602  ___________________________________________________________________
 OX0602  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 OX0602  DYNAMIC HT  -        1467.549 (meters)    4814.78  (feet)  COMP
 OX0602  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 OX0602
 OX0602  VERT ORDER  -  SECOND    CLASS 0
 OX0602
 OX0602.The horizontal coordinates were scaled from a topographic map and have
 OX0602.an estimated accuracy of +/- 6 seconds.
 OX0602
 OX0602.The orthometric height was determined by differential leveling
 OX0602.and adjusted by the National Geodetic Survey in June 1991..
 OX0602
 OX0602.The geoid height was determined by GEOID03.
 OX0602
 OX0602.The dynamic height is computed by dividing the NAVD 88
 OX0602.geopotential number by the normal gravity value computed on the
 OX0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0602.degrees latitude (g = 980.6199 gals.).
 OX0602
 OX0602.The modeled gravity was interpolated from observed gravity values.
 OX0602
 OX0602;                    North         East    Units  Estimated Accuracy
 OX0602;SPC ID E     -   231,440.      217,960.      MT  (+/- 180 meters Scaled)
 OX0602
 OX0602                          SUPERSEDED SURVEY CONTROL
 OX0602
 OX0602  NGVD 29 (??/??/92) 1467.213  (m)         4813.68   (f) ADJ UNCH    2 0
 OX0602
 OX0602.Superseded values are not recommended for survey control.
 OX0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0602.See file dsdata.txt to determine how the superseded data were derived.
 OX0602
 OX0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP240445(NAD 83)
 OX0602_MARKER: S = SPIKE
 OX0602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0602_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0602
 OX0602  HISTORY     - Date     Condition        Report By
 OX0602  HISTORY     - UNK      MONUMENTED       DOD
 OX0602  HISTORY     - 1945     GOOD             NGS
 OX0602
 OX0602                          STATION DESCRIPTION
 OX0602
 OX0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0602'5.3 MI NW FROM LORENZO.
 OX0602'1.8 MILES WEST ALONG COUNTY ROAD FROM THE POST OFFICE AT LORENZO,
 OX0602'THENCE 1.0 MILE NORTH, 1.0 MILE WEST, 0.2 MILE NORTH, 0.6 MILE WEST,
 OX0602'0.2 MILE NORTH AND 0.5 MILE WEST, SET ON OUTSIDE OF CURVE WITH
 OX0602'TANGENTS LEADING EAST AND SOUTH, ABOUT 35 FEET EAST OF SOUTHEAST
 OX0602'CORNER OF LOG FARM HOUSE, 20.3 FEET WEST OF POINT IN LINE WITH
 OX0602'CENTERLINE OF ROAD SOUTH, 5 FEET SOUTH OF POINT IN LINE WITH
 OX0602'CENTER-LINE OF ROAD LEADING EAST, 7 FEET NORTH OF POLE NO. 25, 2 FEET
 OX0602'EAST OF FENCE, A USE SPIKE CEMENTED IN 2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0027 ***********************************************************************
 QA0027  DESIGNATION -  D 233
 QA0027  PID         -  QA0027
 QA0027  STATE/COUNTY-  ID/CUSTER
 QA0027  USGS QUAD   -  BAYHORSE (1963)
 QA0027
 QA0027                         *CURRENT SURVEY CONTROL
 QA0027  ___________________________________________________________________
 QA0027* NAD 83(1986)-  44 29 52.     (N)    114 20 44.     (W)     SCALED    
 QA0027* NAVD 88     -      2059.745  (meters)    6757.68   (feet)  ADJUSTED  
 QA0027  ___________________________________________________________________
 QA0027  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 QA0027  DYNAMIC HT  -        2058.523 (meters)    6753.67  (feet)  COMP
 QA0027  MODELED GRAV-     979,951.0   (mgal)                       NAVD 88
 QA0027
 QA0027  VERT ORDER  -  SECOND    CLASS 0
 QA0027
 QA0027.The horizontal coordinates were scaled from a topographic map and have
 QA0027.an estimated accuracy of +/- 6 seconds.
 QA0027
 QA0027.The orthometric height was determined by differential leveling
 QA0027.and adjusted by the National Geodetic Survey in June 1991..
 QA0027
 QA0027.The geoid height was determined by GEOID03.
 QA0027
 QA0027.The dynamic height is computed by dividing the NAVD 88
 QA0027.geopotential number by the normal gravity value computed on the
 QA0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0027.degrees latitude (g = 980.6199 gals.).
 QA0027
 QA0027.The modeled gravity was interpolated from observed gravity values.
 QA0027
 QA0027;                    North         East    Units  Estimated Accuracy
 QA0027;SPC ID C     -   314,560.      472,520.      MT  (+/- 180 meters Scaled)
 QA0027
 QA0027                          SUPERSEDED SURVEY CONTROL
 QA0027
 QA0027  NGVD 29 (??/??/92) 2058.418  (m)         6753.33   (f) ADJ UNCH    2 0
 QA0027
 QA0027.Superseded values are not recommended for survey control.
 QA0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0027.See file dsdata.txt to determine how the superseded data were derived.
 QA0027
 QA0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK110305(NAD 83)
 QA0027_MARKER: DB = BENCH MARK DISK
 QA0027_SETTING: 80 = SET IN A BOULDER
 QA0027_STAMPING: D 233 1960
 QA0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0027+STABILITY: SURFACE MOTION
 QA0027
 QA0027  HISTORY     - Date     Condition        Report By
 QA0027  HISTORY     - 1960     MONUMENTED       CGS
 QA0027
 QA0027                          STATION DESCRIPTION
 QA0027
 QA0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0027'7.1 MI W FROM CHALLIS.
 QA0027'7.1 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0027'AT CHALLIS, 0.38 MILE WEST OF THE CROSSING OF BIG HILL CREEK, 0.05
 QA0027'MILE EAST OF A SHARP CURVE, IN TOP OF A 3-BY 5-FOOT BOULDER WHICH
 QA0027'PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 26 FEET EAST OF THE CENTER
 QA0027'LINE OF THE ROAD, 12 FEET NORTHWEST OF THE CENTER OF A DRY WASH, 6.9
 QA0027'FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE
 QA0027'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0158 ***********************************************************************
 QA0158  DESIGNATION -  D 234
 QA0158  PID         -  QA0158
 QA0158  STATE/COUNTY-  ID/CUSTER
 QA0158  USGS QUAD   -  CUSTER (1963)
 QA0158
 QA0158                         *CURRENT SURVEY CONTROL
 QA0158  ___________________________________________________________________
 QA0158* NAD 83(1986)-  44 24 25.     (N)    114 39 08.     (W)     SCALED    
 QA0158* NAVD 88     -      2055.321  (meters)    6743.17   (feet)  ADJUSTED  
 QA0158  ___________________________________________________________________
 QA0158  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 QA0158  DYNAMIC HT  -        2054.041 (meters)    6738.97  (feet)  COMP
 QA0158  MODELED GRAV-     979,921.9   (mgal)                       NAVD 88
 QA0158
 QA0158  VERT ORDER  -  SECOND    CLASS 0
 QA0158
 QA0158.The horizontal coordinates were scaled from a topographic map and have
 QA0158.an estimated accuracy of +/- 6 seconds.
 QA0158
 QA0158.The orthometric height was determined by differential leveling
 QA0158.and adjusted by the National Geodetic Survey in June 1991..
 QA0158
 QA0158.The geoid height was determined by GEOID03.
 QA0158
 QA0158.The dynamic height is computed by dividing the NAVD 88
 QA0158.geopotential number by the normal gravity value computed on the
 QA0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0158.degrees latitude (g = 980.6199 gals.).
 QA0158
 QA0158.The modeled gravity was interpolated from observed gravity values.
 QA0158
 QA0158;                    North         East    Units  Estimated Accuracy
 QA0158;SPC ID C     -   304,620.      448,050.      MT  (+/- 180 meters Scaled)
 QA0158
 QA0158                          SUPERSEDED SURVEY CONTROL
 QA0158
 QA0158  NGVD 29 (??/??/92) 2053.950  (m)         6738.67   (f) ADJ UNCH    2 0
 QA0158
 QA0158.Superseded values are not recommended for survey control.
 QA0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0158.See file dsdata.txt to determine how the superseded data were derived.
 QA0158
 QA0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK869197(NAD 83)
 QA0158_MARKER: DB = BENCH MARK DISK
 QA0158_SETTING: 66 = SET IN ROCK OUTCROP
 QA0158_SP_SET: ROCK OUTCROP
 QA0158_STAMPING: D 234 1960
 QA0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0158+STABILITY: POSITION/ELEVATION WELL
 QA0158
 QA0158  HISTORY     - Date     Condition        Report By
 QA0158  HISTORY     - 1960     MONUMENTED       CGS
 QA0158
 QA0158                          STATION DESCRIPTION
 QA0158
 QA0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0158'13.35 MI NE FROM SUNBEAM.
 QA0158'13.35 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE
 QA0158'AND STORE AT SUNBEAM, AT THE EAST END OF A SHARP CURVE, SET VERTICALLY
 QA0158'IN THE NORTH FACE OF A MASSIVE OUTCROP WHICH EXTENDS TO THE TOP OF A
 QA0158'HILL, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5.0 FEET WEST OF A
 QA0158'WITNESS POST, AND ABOUT 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0405 ***********************************************************************
 PY0405  DESIGNATION -  D 234
 PY0405  PID         -  PY0405
 PY0405  STATE/COUNTY-  ID/FREMONT
 PY0405  USGS QUAD   -  WARM RIVER (1965)
 PY0405
 PY0405                         *CURRENT SURVEY CONTROL
 PY0405  ___________________________________________________________________
 PY0405* NAD 83(1986)-  44 06 53.     (N)    111 19 13.     (W)     SCALED    
 PY0405* NAVD 88     -      1614.774  (meters)    5297.80   (feet)  POSTED    
 PY0405  ___________________________________________________________________
 PY0405  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 PY0405  DYNAMIC HT  -        1613.910 (meters)    5294.97  (feet)  COMP
 PY0405  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 PY0405
 PY0405  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0405
 PY0405.The horizontal coordinates were scaled from a topographic map and have
 PY0405.an estimated accuracy of +/- 6 seconds.
 PY0405
 PY0405.The orthometric height was determined by differential leveling
 PY0405.and adjusted by the National Geodetic Survey in 1992..
 PY0405.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0405.rate of 4.1 thru 8.0 mm/km.
 PY0405
 PY0405.The geoid height was determined by GEOID03.
 PY0405
 PY0405.The dynamic height is computed by dividing the NAVD 88
 PY0405.geopotential number by the normal gravity value computed on the
 PY0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0405.degrees latitude (g = 980.6199 gals.).
 PY0405
 PY0405.The modeled gravity was interpolated from observed gravity values.
 PY0405
 PY0405;                    North         East    Units  Estimated Accuracy
 PY0405;SPC ID E     -   272,290.      267,750.      MT  (+/- 180 meters Scaled)
 PY0405
 PY0405                          SUPERSEDED SURVEY CONTROL
 PY0405
 PY0405  NGVD 29 (??/??/92) 1613.642  (m)         5294.09   (f) ADJ UNCH    1 2
 PY0405
 PY0405.Superseded values are not recommended for survey control.
 PY0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0405.See file dsdata.txt to determine how the superseded data were derived.
 PY0405
 PY0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP743846(NAD 83)
 PY0405_MARKER: DD = SURVEY DISK
 PY0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0405_STAMPING: D 234 1946
 PY0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0405+STABILITY: SURFACE MOTION
 PY0405
 PY0405  HISTORY     - Date     Condition        Report By
 PY0405  HISTORY     - 1946     MONUMENTED       DOD
 PY0405  HISTORY     - 1960     GOOD             NGS
 PY0405
 PY0405                          STATION DESCRIPTION
 PY0405
 PY0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0405'7.8 MI NE FROM ASHTON.
 PY0405'7.8 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0405'AT ASHTON, 5 102 RAILS EAST OF RAILROAD BRIDGE 58.74 AT WARM RIVER, 4
 PY0405'RAILS WEST OF THE CROSSING OF A DIRT ROAD ALONG THE SOUTHWEST SIDE OF
 PY0405'FREDS STORE, 7.3 FEET SOUTH OF THE SOUTH RAIL, 2.0 FEET NORTH OF A
 PY0405'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF
 PY0405'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0495 ***********************************************************************
 PY0495  DESIGNATION -  D 235
 PY0495  PID         -  PY0495
 PY0495  STATE/COUNTY-  ID/FREMONT
 PY0495  USGS QUAD   -  ISLAND PARK DAM (1964)
 PY0495
 PY0495                         *CURRENT SURVEY CONTROL
 PY0495  ___________________________________________________________________
 PY0495* NAD 83(1986)-  44 23 03.     (N)    111 24 06.     (W)     SCALED    
 PY0495* NAVD 88     -      1894.080  (meters)    6214.16   (feet)  ADJUSTED  
 PY0495  ___________________________________________________________________
 PY0495  GEOID HEIGHT-          -9.61  (meters)                     GEOID03
 PY0495  DYNAMIC HT  -        1893.018 (meters)    6210.68  (feet)  COMP
 PY0495  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 PY0495
 PY0495  VERT ORDER  -  FIRST     CLASS II
 PY0495
 PY0495.The horizontal coordinates were scaled from a topographic map and have
 PY0495.an estimated accuracy of +/- 6 seconds.
 PY0495
 PY0495.The orthometric height was determined by differential leveling
 PY0495.and adjusted by the National Geodetic Survey in June 1991..
 PY0495
 PY0495.The geoid height was determined by GEOID03.
 PY0495
 PY0495.The dynamic height is computed by dividing the NAVD 88
 PY0495.geopotential number by the normal gravity value computed on the
 PY0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0495.degrees latitude (g = 980.6199 gals.).
 PY0495
 PY0495.The modeled gravity was interpolated from observed gravity values.
 PY0495
 PY0495;                    North         East    Units  Estimated Accuracy
 PY0495;SPC ID E     -   302,170.      260,960.      MT  (+/- 180 meters Scaled)
 PY0495
 PY0495                          SUPERSEDED SURVEY CONTROL
 PY0495
 PY0495  NGVD 29 (08/20/92) 1892.887  (m)         6210.25   (f) ADJUSTED    1 2
 PY0495
 PY0495.Superseded values are not recommended for survey control.
 PY0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0495.See file dsdata.txt to determine how the superseded data were derived.
 PY0495
 PY0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ680146(NAD 83)
 PY0495_MARKER: DD = SURVEY DISK
 PY0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0495_STAMPING: D 235 1946
 PY0495_MARK LOGO: USE   
 PY0495_PROJECTION: PROJECTING 10 CENTIMETERS
 PY0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0495+STABILITY: SURFACE MOTION
 PY0495
 PY0495  HISTORY     - Date     Condition        Report By
 PY0495  HISTORY     - 1946     MONUMENTED       DOD
 PY0495  HISTORY     - 1983     GOOD             NGS
 PY0495
 PY0495                          STATION DESCRIPTION
 PY0495
 PY0495'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0495'32.9 MI N FROM ASHTON.
 PY0495'32.9 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0495'1.2 MILES NORTH OF LAST CHANCE LODGE 30 FEET WEST OF THE HIGHWAY, 15
 PY0495'FEET NORTH OF A ROAD LEADING WEST AND 2.5 FEET FROM A WHITE WOODEN
 PY0495'WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 PY0495'D 235 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 PY0495'ABOVE GROUND.
 PY0495
 PY0495                          STATION RECOVERY (1983)
 PY0495
 PY0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0495'RECOVERED IN GOOD CONDITION.
 PY0495'A NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY
 PY0495'47 FROM THE UNION PACIFIC RAILROAD STATION IN ASHTON, THENCE 36.0 KM
 PY0495'(22.35 MI) NORTHERLY ALONG U.S. HIGHWAY 20, THENCE 2.0 KM (1.25 MI)
 PY0495'NORTH ALONG A PAVED AND GRAVELED FOREST SERVICE ROAD, 9.2 METERS (30.2
 PY0495'FT) WEST OF THE CENTER OF THE ROAD, AND 4.6 METERS (15.1 FT) NORTH OF
 PY0495'THE CENTER OF A TRACK ROAD.
 PY0495'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PY0495'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0247 ***********************************************************************
 RZ0247  DESIGNATION -  D 24
 RZ0247  PID         -  RZ0247
 RZ0247  STATE/COUNTY-  ID/NEZ PERCE
 RZ0247  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ0247
 RZ0247                         *CURRENT SURVEY CONTROL
 RZ0247  ___________________________________________________________________
 RZ0247* NAD 83(1986)-  46 20 47.     (N)    116 39 29.     (W)     SCALED    
 RZ0247* NAVD 88     -       886.223  (meters)    2907.55   (feet)  ADJUSTED  
 RZ0247  ___________________________________________________________________
 RZ0247  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 RZ0247  DYNAMIC HT  -         886.121 (meters)    2907.22  (feet)  COMP
 RZ0247  MODELED GRAV-     980,469.4   (mgal)                       NAVD 88
 RZ0247
 RZ0247  VERT ORDER  -  FIRST     CLASS II
 RZ0247
 RZ0247.The horizontal coordinates were scaled from a topographic map and have
 RZ0247.an estimated accuracy of +/- 6 seconds.
 RZ0247
 RZ0247.The orthometric height was determined by differential leveling
 RZ0247.and adjusted by the National Geodetic Survey in June 1991..
 RZ0247
 RZ0247.The geoid height was determined by GEOID03.
 RZ0247
 RZ0247.The dynamic height is computed by dividing the NAVD 88
 RZ0247.geopotential number by the normal gravity value computed on the
 RZ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0247.degrees latitude (g = 980.6199 gals.).
 RZ0247
 RZ0247.The modeled gravity was interpolated from observed gravity values.
 RZ0247
 RZ0247;                    North         East    Units  Estimated Accuracy
 RZ0247;SPC ID W     -   520,340.      730,100.      MT  (+/- 180 meters Scaled)
 RZ0247
 RZ0247                          SUPERSEDED SURVEY CONTROL
 RZ0247
 RZ0247  NGVD 29 (??/??/92)  885.176  (m)         2904.11   (f) ADJ UNCH    1 2
 RZ0247
 RZ0247.Superseded values are not recommended for survey control.
 RZ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0247.See file dsdata.txt to determine how the superseded data were derived.
 RZ0247
 RZ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM263325(NAD 83)
 RZ0247_MARKER: DB = BENCH MARK DISK
 RZ0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0247_SP_SET: MONUMENT
 RZ0247_STAMPING: D 24 1933
 RZ0247_MARK LOGO: CGS   
 RZ0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0247
 RZ0247  HISTORY     - Date     Condition        Report By
 RZ0247  HISTORY     - 1933     MONUMENTED       CGS
 RZ0247  HISTORY     - 1965     GOOD             NGS
 RZ0247  HISTORY     - 1982     GOOD             NGS
 RZ0247  HISTORY     - 1982     GOOD             USGS
 RZ0247
 RZ0247                          STATION DESCRIPTION
 RZ0247
 RZ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RZ0247'5.0 MI S FROM CULDESAC.
 RZ0247'5.0 MILES SOUTH ALONG A MACADAM ROAD, FORMERLY U.S. HIGHWAY 95, ON THE
 RZ0247'INSIDE OF A CURVE, 85 FEET EAST OF BARNEY BYERS MAIL BOX, 85 FEET
 RZ0247'NORTH OF BARNEY BYERS HOUSE, 31 FEET WEST OF A POWER POLE, 23 FEET
 RZ0247'NORTH OF THE CENTER OF THE ROAD, 13 FEET SOUTH OF THE WEST END OF A
 RZ0247'WIRE GATE AND 1 FOOT NORTH OF A METAL WITNESS POST SET IN THE TOP OF A
 RZ0247'SQUARE CONCRETE MONUMENT THAT PROJECTS 1 FOOT.
 RZ0247
 RZ0247                          STATION RECOVERY (1982)
 RZ0247
 RZ0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0247'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 RZ0247'FOLLOWS.  7.65 KM (4.8 MI) SOUTH ALONG THE NORTH-SOUTH HIGHWAY FROM
 RZ0247'THE JUNCTION OF US HIGHWAY 95 IN CULDESAC, ON THE INSIDE OF A
 RZ0247'HORSESHOE CURVE AND NORTH ACROSS THE HIGHWAY FROM A FARM HOUSE,
 RZ0247'7.3 METERS (24 FT) NORTH OF THE HIGHWAY CENTERLINE, 3.6 METERS (12 FT)
 RZ0247'WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 3.6 METERS (12 FT) SOUTH
 RZ0247'OF THE RIGHT OF WAY FENCE.
 RZ0247'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 RZ0247'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RZ0247
 RZ0247                          STATION RECOVERY (1982)
 RZ0247
 RZ0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RZ0247'OLD U.S. HIGHWAY 95, IS NOW A COUNTY ROAD. THE U.S. HIGHWAY 95 HAS
 RZ0247'BEEN RE-ROUTED TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0145 ***********************************************************************
 RZ0145  DESIGNATION -  D 25 RESET
 RZ0145  PID         -  RZ0145
 RZ0145  STATE/COUNTY-  ID/IDAHO
 RZ0145  USGS QUAD   -  COTTONWOOD (1981)
 RZ0145
 RZ0145                         *CURRENT SURVEY CONTROL
 RZ0145  ___________________________________________________________________
 RZ0145* NAD 83(1986)-  46 00 40.     (N)    116 19 38.     (W)     SCALED    
 RZ0145* NAVD 88     -      1011.683  (meters)    3319.16   (feet)  ADJUSTED  
 RZ0145  ___________________________________________________________________
 RZ0145  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 RZ0145  DYNAMIC HT  -        1011.505 (meters)    3318.58  (feet)  COMP
 RZ0145  MODELED GRAV-     980,404.0   (mgal)                       NAVD 88
 RZ0145
 RZ0145  VERT ORDER  -  FIRST     CLASS II
 RZ0145
 RZ0145.The horizontal coordinates were scaled from a topographic map and have
 RZ0145.an estimated accuracy of +/- 6 seconds.
 RZ0145
 RZ0145.The orthometric height was determined by differential leveling
 RZ0145.and adjusted by the National Geodetic Survey in June 1991..
 RZ0145
 RZ0145.The geoid height was determined by GEOID03.
 RZ0145
 RZ0145.The dynamic height is computed by dividing the NAVD 88
 RZ0145.geopotential number by the normal gravity value computed on the
 RZ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0145.degrees latitude (g = 980.6199 gals.).
 RZ0145
 RZ0145.The modeled gravity was interpolated from observed gravity values.
 RZ0145
 RZ0145;                    North         East    Units  Estimated Accuracy
 RZ0145;SPC ID W     -   482,840.      755,300.      MT  (+/- 180 meters Scaled)
 RZ0145
 RZ0145                          SUPERSEDED SURVEY CONTROL
 RZ0145
 RZ0145.No superseded survey control is available for this station.
 RZ0145
 RZ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL520955(NAD 83)
 RZ0145_MARKER: DB = BENCH MARK DISK
 RZ0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0145_STAMPING: D 25 RESET 1972
 RZ0145_MARK LOGO: NGS   
 RZ0145_PROJECTION: RECESSED 3 CENTIMETERS
 RZ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0145+STABILITY: SURFACE MOTION
 RZ0145
 RZ0145  HISTORY     - Date     Condition        Report By
 RZ0145  HISTORY     - 1972     MONUMENTED       NGS
 RZ0145  HISTORY     - 1982     GOOD             NGS
 RZ0145
 RZ0145                          STATION DESCRIPTION
 RZ0145
 RZ0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RZ0145'3.5 MI SE FROM COTTONWOOD.
 RZ0145'REACHED FROM THE INTERSECTION OF MAIN AND KING STREETS IN COTTONWOOD
 RZ0145'BY GOING SOUTHEAST ON MAIN STREET (OLD U.S. HIGHWAY 95) FOR 1.2 MILES
 RZ0145'TO A Y, KEEP RIGHT AND GO SOUTH 2.2 MILES TO A FARMYARD ON THE RIGHT,
 RZ0145'OWNED BY ROSE E KALIN AND THE MARK 2 FEET EAST OF THE NORTHEAST CORNER
 RZ0145'OF THE GARAGE, 63.5 FEET WEST OF THE CENTER OF THE HIGHWAY, 59 FEET
 RZ0145'SOUTH OF THE SOUTH SIDE OF THE HOUSE AND 6 INCHES SOUTH OF THE
 RZ0145'PROJECTED NORTH SIDE OF THE GARAGE, A STANDARD DISK SET IN A ROUND
 RZ0145'CONCRETE POST FLUSH WITH THE GROUND.
 RZ0145
 RZ0145                          STATION RECOVERY (1982)
 RZ0145
 RZ0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0145'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.1 KM
 RZ0145'(2.55 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE SOUTH Y-JUNCTION OF
 RZ0145'BUSINESS ROUTE 95 IN COTTONWOOD, 0.3 KM (0.2 MI) SOUTH OF MILEPOST
 RZ0145'252, 0.6 METER (2 FT) EAST OF THE NORTHEAST CORNER OF A GARAGE FOR A
 RZ0145'TWO-STORY WOODEN FARM HOUSE, 34.0 METERS (111.5 FT) WEST OF THE
 RZ0145'HIGHWAY CENTERLINE, 18.0 METERS (59 FT) SOUTH OF THE SOUTHEAST CORNER
 RZ0145'OF THE HOUSE, 0.15 METER (0.5 FT) SOUTH OF THE EXTENDED NORTH WALL OF
 RZ0145'THE GARAGE.
 RZ0145'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0317 ***********************************************************************
 OH0317  DESIGNATION -  D 251
 OH0317  PID         -  OH0317
 OH0317  STATE/COUNTY-  ID/OWYHEE
 OH0317  USGS QUAD   -  JACKASS BUTTE (1992)
 OH0317
 OH0317                         *CURRENT SURVEY CONTROL
 OH0317  ___________________________________________________________________
 OH0317* NAD 83(1986)-  43 02 43.     (N)    116 13 50.     (W)     SCALED    
 OH0317* NAVD 88     -       738.630  (meters)    2423.32   (feet)  ADJUSTED  
 OH0317  ___________________________________________________________________
 OH0317  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 OH0317  DYNAMIC HT  -         738.327 (meters)    2422.33  (feet)  COMP
 OH0317  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 OH0317
 OH0317  VERT ORDER  -  SECOND    CLASS 0
 OH0317
 OH0317.The horizontal coordinates were scaled from a topographic map and have
 OH0317.an estimated accuracy of +/- 6 seconds.
 OH0317
 OH0317.The orthometric height was determined by differential leveling
 OH0317.and adjusted by the National Geodetic Survey in June 1991..
 OH0317
 OH0317.The geoid height was determined by GEOID03.
 OH0317
 OH0317.The dynamic height is computed by dividing the NAVD 88
 OH0317.geopotential number by the normal gravity value computed on the
 OH0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0317.degrees latitude (g = 980.6199 gals.).
 OH0317
 OH0317.The modeled gravity was interpolated from observed gravity values.
 OH0317
 OH0317;                    North         East    Units  Estimated Accuracy
 OH0317;SPC ID W     -   153,240.      760,850.      MT  (+/- 180 meters Scaled)
 OH0317
 OH0317                          SUPERSEDED SURVEY CONTROL
 OH0317
 OH0317  NGVD 29 (??/??/92)  737.759  (m)         2420.46   (f) ADJ UNCH    2 0
 OH0317
 OH0317.Superseded values are not recommended for survey control.
 OH0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0317.See file dsdata.txt to determine how the superseded data were derived.
 OH0317
 OH0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH626661(NAD 83)
 OH0317_MARKER: DB = BENCH MARK DISK
 OH0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0317_STAMPING: D 251 1961
 OH0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0317+STABILITY: SURFACE MOTION
 OH0317
 OH0317  HISTORY     - Date     Condition        Report By
 OH0317  HISTORY     - 1961     MONUMENTED       CGS
 OH0317
 OH0317                          STATION DESCRIPTION
 OH0317
 OH0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OH0317'8.2 MI NW FROM GRAND VIEW.
 OH0317'8.2 MILES NORTHWEST ALONG PAVED ROAD FROM THE GRAND VIEW JUNCTION TO
 OH0317'MURPHY, 26 FEET NORTH OF CENTERLINE OF HIGHWAY, 2 FEET LOWER THAN
 OH0317'HIGHWAY, 1 FOOT EAST OF A TELEPHONE AND POWERLINE POLE, 1.5 FEET NORTH
 OH0317'OF A WITNESS POST, SET IN TOP OF AN 11 INCH SQUARE CONCRETE POST
 OH0317'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0051 ***********************************************************************
 RA0051  DESIGNATION -  D 26
 RA0051  PID         -  RA0051
 RA0051  STATE/COUNTY-  ID/IDAHO
 RA0051  USGS QUAD   -  LUCILE (1995)
 RA0051
 RA0051                         *CURRENT SURVEY CONTROL
 RA0051  ___________________________________________________________________
 RA0051* NAD 83(1986)-  45 36 51.     (N)    116 16 38.     (W)     SCALED    
 RA0051* NAVD 88     -       490.705  (meters)    1609.92   (feet)  ADJUSTED  
 RA0051  ___________________________________________________________________
 RA0051  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 RA0051  DYNAMIC HT  -         490.625 (meters)    1609.66  (feet)  COMP
 RA0051  MODELED GRAV-     980,439.5   (mgal)                       NAVD 88
 RA0051
 RA0051  VERT ORDER  -  FIRST     CLASS II
 RA0051
 RA0051.The horizontal coordinates were scaled from a topographic map and have
 RA0051.an estimated accuracy of +/- 6 seconds.
 RA0051
 RA0051.The orthometric height was determined by differential leveling
 RA0051.and adjusted by the National Geodetic Survey in June 1991..
 RA0051
 RA0051.The geoid height was determined by GEOID03.
 RA0051
 RA0051.The dynamic height is computed by dividing the NAVD 88
 RA0051.geopotential number by the normal gravity value computed on the
 RA0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0051.degrees latitude (g = 980.6199 gals.).
 RA0051
 RA0051.The modeled gravity was interpolated from observed gravity values.
 RA0051
 RA0051;                    North         East    Units  Estimated Accuracy
 RA0051;SPC ID W     -   438,690.      758,880.      MT  (+/- 180 meters Scaled)
 RA0051
 RA0051                          SUPERSEDED SURVEY CONTROL
 RA0051
 RA0051  NGVD 29 (??/??/92)  489.649  (m)         1606.46   (f) ADJ UNCH    1 2
 RA0051
 RA0051.Superseded values are not recommended for survey control.
 RA0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0051.See file dsdata.txt to determine how the superseded data were derived.
 RA0051
 RA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL563514(NAD 83)
 RA0051_MARKER: DB = BENCH MARK DISK
 RA0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0051_SP_SET: CURB
 RA0051_STAMPING: D 26 1933
 RA0051_MARK LOGO: CGS   
 RA0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0051
 RA0051  HISTORY     - Date     Condition        Report By
 RA0051  HISTORY     - 1933     MONUMENTED       CGS
 RA0051  HISTORY     - 1967     GOOD             NGS
 RA0051  HISTORY     - 1982     GOOD             NGS
 RA0051
 RA0051                          STATION DESCRIPTION
 RA0051
 RA0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0051'15.35 MI S FROM WHITE BIRD.
 RA0051'15.2 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE WHITE BIRD POST OFFICE
 RA0051'TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON THE MACADAM ROAD, FORMER
 RA0051'LOCATION OF U.S. HIGHWAY 95, FOR 0.15 MILE TO THE CONCRETE BRIDGE OVER
 RA0051'LONG GULCH AND THE BENCH MARK CEMENTED IN A DRILL HOLE IN THE CURB,
 RA0051'100 FEET WEST OF A PROSPECTORS RESIDENCE, 11.5 FEET SOUTHEAST OF THE
 RA0051'CENTER OF THE OLD ROAD AND 1 FOOT SOUTHWEST OF THE NORTHEAST END OF
 RA0051'THE CURB.
 RA0051
 RA0051                          STATION RECOVERY (1982)
 RA0051
 RA0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0051'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.85 KM
 RA0051'(3.0 MI) SOUTH ALONG US HIGHWAY 95 FROM THE US FOREST SERVICE RANGER
 RA0051'STATION IN SLATE CREEK, THENCE 0.25 KM (0.15 MI) NORTHEAST ALONG THE
 RA0051'OLD HIGHWAY, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST CURB FOR THE
 RA0051'CONCRETE BRIDGE OVER LONG GULCH, 2.6 METERS (8.5 FT) SOUTHEAST OF THE
 RA0051'ROAD CENTER, 0.3 METER (1 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 RA0051'SOUTHEAST BRIDGE GUARDRAIL.
 RA0051'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0180 ***********************************************************************
 RY0180  DESIGNATION -  D 26
 RY0180  PID         -  RY0180
 RY0180  STATE/COUNTY-  ID/IDAHO
 RY0180  USGS QUAD   -  SHISSLER PEAK (1995)
 RY0180
 RY0180                         *CURRENT SURVEY CONTROL
 RY0180  ___________________________________________________________________
 RY0180* NAD 83(1986)-  46 07 38.     (N)    114 55 01.     (W)     SCALED    
 RY0180* NAVD 88     -       756.069  (meters)    2480.54   (feet)  ADJUSTED  
 RY0180  ___________________________________________________________________
 RY0180  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 RY0180  DYNAMIC HT  -         755.883 (meters)    2479.93  (feet)  COMP
 RY0180  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 RY0180
 RY0180  VERT ORDER  -  SECOND    CLASS 0
 RY0180
 RY0180.The horizontal coordinates were scaled from a topographic map and have
 RY0180.an estimated accuracy of +/- 6 seconds.
 RY0180
 RY0180.The orthometric height was determined by differential leveling
 RY0180.and adjusted by the National Geodetic Survey in June 1991..
 RY0180
 RY0180.The geoid height was determined by GEOID03.
 RY0180
 RY0180.The dynamic height is computed by dividing the NAVD 88
 RY0180.geopotential number by the normal gravity value computed on the
 RY0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0180.degrees latitude (g = 980.6199 gals.).
 RY0180
 RY0180.The modeled gravity was interpolated from observed gravity values.
 RY0180
 RY0180;                    North         East    Units  Estimated Accuracy
 RY0180;SPC ID W     -   495,920.      864,380.      MT  (+/- 180 meters Scaled)
 RY0180
 RY0180                          SUPERSEDED SURVEY CONTROL
 RY0180
 RY0180  NGVD 29 (??/??/92)  754.877  (m)         2476.63   (f) ADJ UNCH    2 0
 RY0180
 RY0180.Superseded values are not recommended for survey control.
 RY0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0180.See file dsdata.txt to determine how the superseded data were derived.
 RY0180
 RY0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM609102(NAD 83)
 RY0180_MARKER: Z = SEE DESCRIPTION
 RY0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0180_STAMPING: FM D 26 1936
 RY0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0180+STABILITY: SURFACE MOTION
 RY0180
 RY0180  HISTORY     - Date     Condition        Report By
 RY0180  HISTORY     - 1936     MONUMENTED       USFS
 RY0180  HISTORY     - 1965     GOOD             NGS
 RY0180
 RY0180                          STATION DESCRIPTION
 RY0180
 RY0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0180'IN MOOSE CREEK.
 RY0180'AT MOOSE CREEK, IN THE NORTHWEST CORNER OF THE FENCED IN YARD OF MOOSE
 RY0180'CREEK RANGER STATION, 63.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 RY0180'THE OFFICE BUILDING, 6.2 FEET NORTHEAST OF A FENCE, 2.4 FEET NORTHWEST
 RY0180'OF A FENCE, AND RIVETED ON THE TOP OF AN IRON PIPE WHICH IS ENCASED IN
 RY0180'A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0015 ***********************************************************************
 NU0015  DESIGNATION -  D 261
 NU0015  PID         -  NU0015
 NU0015  STATE/COUNTY-  ID/BANNOCK
 NU0015  USGS QUAD   -  INKOM (1971)
 NU0015
 NU0015                         *CURRENT SURVEY CONTROL
 NU0015  ___________________________________________________________________
 NU0015* NAD 83(1986)-  42 47 46.     (N)    112 19 32.     (W)     SCALED    
 NU0015* NAVD 88     -      1372.790  (meters)    4503.90   (feet)  ADJUSTED  
 NU0015  ___________________________________________________________________
 NU0015  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 NU0015  DYNAMIC HT  -        1371.992 (meters)    4501.28  (feet)  COMP
 NU0015  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 NU0015
 NU0015  VERT ORDER  -  FIRST     CLASS I
 NU0015
 NU0015.The horizontal coordinates were scaled from a topographic map and have
 NU0015.an estimated accuracy of +/- 6 seconds.
 NU0015
 NU0015.The orthometric height was determined by differential leveling
 NU0015.and adjusted by the National Geodetic Survey in June 1991..
 NU0015.WARNING-Repeat measurements at this control monument indicate possible
 NU0015.vertical movement.
 NU0015
 NU0015.The geoid height was determined by GEOID03.
 NU0015
 NU0015.The dynamic height is computed by dividing the NAVD 88
 NU0015.geopotential number by the normal gravity value computed on the
 NU0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0015.degrees latitude (g = 980.6199 gals.).
 NU0015
 NU0015.The modeled gravity was interpolated from observed gravity values.
 NU0015
 NU0015;                    North         East    Units  Estimated Accuracy
 NU0015;SPC ID E     -   125,460.      187,000.      MT  (+/- 180 meters Scaled)
 NU0015
 NU0015                          SUPERSEDED SURVEY CONTROL
 NU0015
 NU0015  NGVD 29 (??/??/92) 1371.740  (m)         4500.45   (f) ADJ UNCH    1 1
 NU0015
 NU0015.Superseded values are not recommended for survey control.
 NU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0015.See file dsdata.txt to determine how the superseded data were derived.
 NU0015
 NU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN915390(NAD 83)
 NU0015_MARKER: DB = BENCH MARK DISK
 NU0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0015_SP_SET: CULVERT
 NU0015_STAMPING: D 261 1937
 NU0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0015
 NU0015  HISTORY     - Date     Condition        Report By
 NU0015  HISTORY     - 1937     MONUMENTED       CGS
 NU0015  HISTORY     - 1958     GOOD             NGS
 NU0015  HISTORY     - 1967     GOOD             NGS
 NU0015
 NU0015                          STATION DESCRIPTION
 NU0015
 NU0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0015'8.05 MI SE FROM POCATELLO.
 NU0015'8.05 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0015'AT POCATELLO, 0.3 MILE EAST OF THE CROSSING OF A ROAD, 1 1/2 POLES
 NU0015'WEST OF MILEPOLE 206, ON THE INSIDE OF A CURVE, IN THE TOP OF THE
 NU0015'CENTER OF THE SOUTH CONCRETE HEAD WALL OF 2-BY 3-FOOT CONCRETE BOX
 NU0015'CULVERT 206.02, 17.9 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 NU0015'AND 4 FEET LOWER THAN THE TRACK.
 NU0015
 NU0015                          STATION RECOVERY (1967)
 NU0015
 NU0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0392 ***********************************************************************
 NT0392  DESIGNATION -  D 262
 NT0392  PID         -  NT0392
 NT0392  STATE/COUNTY-  ID/FRANKLIN
 NT0392  USGS QUAD   -  WESTON (1969)
 NT0392
 NT0392                         *CURRENT SURVEY CONTROL
 NT0392  ___________________________________________________________________
 NT0392* NAD 83(1986)-  42 03 39.     (N)    111 58 06.     (W)     SCALED    
 NT0392* NAVD 88     -      1424.703  (meters)    4674.21   (feet)  ADJUSTED  
 NT0392  ___________________________________________________________________
 NT0392  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 NT0392  DYNAMIC HT  -        1423.723 (meters)    4671.00  (feet)  COMP
 NT0392  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 NT0392
 NT0392  VERT ORDER  -  FIRST     CLASS II
 NT0392
 NT0392.The horizontal coordinates were scaled from a topographic map and have
 NT0392.an estimated accuracy of +/- 6 seconds.
 NT0392
 NT0392.The orthometric height was determined by differential leveling
 NT0392.and adjusted by the National Geodetic Survey in June 1991..
 NT0392
 NT0392.The geoid height was determined by GEOID03.
 NT0392
 NT0392.The dynamic height is computed by dividing the NAVD 88
 NT0392.geopotential number by the normal gravity value computed on the
 NT0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0392.degrees latitude (g = 980.6199 gals.).
 NT0392
 NT0392.The modeled gravity was interpolated from observed gravity values.
 NT0392
 NT0392;                    North         East    Units  Estimated Accuracy
 NT0392;SPC ID E     -    43,800.      216,420.      MT  (+/- 180 meters Scaled)
 NT0392
 NT0392                          SUPERSEDED SURVEY CONTROL
 NT0392
 NT0392.No superseded survey control is available for this station.
 NT0392
 NT0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM198569(NAD 83)
 NT0392_MARKER: DB = BENCH MARK DISK
 NT0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0392_SP_SET: CONCRETE BASE
 NT0392_STAMPING: D-262 1937
 NT0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0392
 NT0392  HISTORY     - Date     Condition        Report By
 NT0392  HISTORY     - 1937     MONUMENTED       CGS
 NT0392
 NT0392                          STATION DESCRIPTION
 NT0392
 NT0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 NT0392'1.8 MI N FROM WESTON.
 NT0392'1.8 MILES NORTH OF, ALONG THE O.S.L.RR., FROM THE RAILWAY STATION. 388
 NT0392'PACES NORTH OF THE STATION SIGN OF LINROSE.  228 PACES NORTH OF THE
 NT0392'ONE MILE TO WESTON SIGN.  MARK SET IN CONCRETE BASE OF SEMAPHORE 66.7.
 NT0392'30 FEET SOUTH OF CULVERT NO. 66.89.  10 FEET EAST OF CENTERLINE OF
 NT0392'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0393 ***********************************************************************
 NT0393  DESIGNATION -  D 262 RESET
 NT0393  PID         -  NT0393
 NT0393  STATE/COUNTY-  ID/FRANKLIN
 NT0393  USGS QUAD   -  WESTON (1969)
 NT0393
 NT0393                         *CURRENT SURVEY CONTROL
 NT0393  ___________________________________________________________________
 NT0393* NAD 83(1986)-  42 03 39.     (N)    111 58 06.     (W)     SCALED    
 NT0393* NAVD 88     -      1424.254  (meters)    4672.74   (feet)  ADJUSTED  
 NT0393  ___________________________________________________________________
 NT0393  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 NT0393  DYNAMIC HT  -        1423.275 (meters)    4669.53  (feet)  COMP
 NT0393  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 NT0393  OBS GRAVITY -     979,886.5   (mgal)                       GRAV_OBS
 NT0393
 NT0393  VERT ORDER  -  FIRST     CLASS I
 NT0393
 NT0393.The horizontal coordinates were scaled from a topographic map and have
 NT0393.an estimated accuracy of +/- 6 seconds.
 NT0393
 NT0393.The orthometric height was determined by differential leveling
 NT0393.and adjusted by the National Geodetic Survey in June 1991..
 NT0393
 NT0393.The geoid height was determined by GEOID03.
 NT0393
 NT0393.The dynamic height is computed by dividing the NAVD 88
 NT0393.geopotential number by the normal gravity value computed on the
 NT0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0393.degrees latitude (g = 980.6199 gals.).
 NT0393
 NT0393.The modeled gravity was interpolated from observed gravity values.
 NT0393.The observed gravity was obtained from relative gravimeter ties
 NT0393.to the IGSN71 gravity network.
 NT0393
 NT0393;                    North         East    Units  Estimated Accuracy
 NT0393;SPC ID E     -    43,800.      216,420.      MT  (+/- 180 meters Scaled)
 NT0393
 NT0393                          SUPERSEDED SURVEY CONTROL
 NT0393
 NT0393  NGVD 29 (??/??/92) 1423.195  (m)         4669.27   (f) ADJ UNCH    1 1
 NT0393
 NT0393.Superseded values are not recommended for survey control.
 NT0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0393.See file dsdata.txt to determine how the superseded data were derived.
 NT0393
 NT0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM198569(NAD 83)
 NT0393_MARKER: DB = BENCH MARK DISK
 NT0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0393_STAMPING: D 262 1937 RESET 1950
 NT0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0393+STABILITY: SURFACE MOTION
 NT0393
 NT0393  HISTORY     - Date     Condition        Report By
 NT0393  HISTORY     - 1950     MONUMENTED       UPRR
 NT0393  HISTORY     - 1967     GOOD             NGS
 NT0393
 NT0393                          STATION DESCRIPTION
 NT0393
 NT0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0393'1.8 MI N FROM WESTON.
 NT0393'1.8 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 NT0393'AT WESTON, ABOUT 4.1 MILES SOUTH OF DAYTON, 3 POLES SOUTH OF MILEPOLE
 NT0393'67, 95.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 85 FEET NORTHWEST OF
 NT0393'THE NORTHWEST END OF CULVERT 66.89, 15 FEET WEST OF THE THIRD
 NT0393'TELEPHONE POLE SOUTH OF THE MILEPOLE, 1.1 FEET SOUTHEAST OF A FENCE,
 NT0393'1.4 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 NT0393'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 NT0393'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0199 ***********************************************************************
 RA0199  DESIGNATION -  D 27
 RA0199  PID         -  RA0199
 RA0199  STATE/COUNTY-  ID/ADAMS
 RA0199  USGS QUAD   -  BALLY MOUNTAIN (1963)
 RA0199
 RA0199                         *CURRENT SURVEY CONTROL
 RA0199  ___________________________________________________________________
 RA0199* NAD 83(1986)-  45 05 05.     (N)    116 18 14.     (W)     SCALED    
 RA0199* NAVD 88     -      1164.528  (meters)    3820.62   (feet)  ADJUSTED  
 RA0199  ___________________________________________________________________
 RA0199  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 RA0199  DYNAMIC HT  -        1164.112 (meters)    3819.26  (feet)  COMP
 RA0199  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 RA0199
 RA0199  VERT ORDER  -  FIRST     CLASS II
 RA0199
 RA0199.The horizontal coordinates were scaled from a topographic map and have
 RA0199.an estimated accuracy of +/- 6 seconds.
 RA0199
 RA0199.The orthometric height was determined by differential leveling
 RA0199.and adjusted by the National Geodetic Survey in June 1991..
 RA0199
 RA0199.The geoid height was determined by GEOID03.
 RA0199
 RA0199.The dynamic height is computed by dividing the NAVD 88
 RA0199.geopotential number by the normal gravity value computed on the
 RA0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0199.degrees latitude (g = 980.6199 gals.).
 RA0199
 RA0199.The modeled gravity was interpolated from observed gravity values.
 RA0199
 RA0199;                    North         East    Units  Estimated Accuracy
 RA0199;SPC ID W     -   379,870.      756,400.      MT  (+/- 180 meters Scaled)
 RA0199
 RA0199                          SUPERSEDED SURVEY CONTROL
 RA0199
 RA0199.No superseded survey control is available for this station.
 RA0199
 RA0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK547925(NAD 83)
 RA0199_MARKER: DB = BENCH MARK DISK
 RA0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0199_SP_SET: MONUMENT
 RA0199_STAMPING: D 27 1933
 RA0199_MARK LOGO: CGS   
 RA0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0199
 RA0199  HISTORY     - Date     Condition        Report By
 RA0199  HISTORY     - 1933     MONUMENTED       CGS
 RA0199  HISTORY     - 1966     GOOD             NGS
 RA0199  HISTORY     - 1982     GOOD             NGS
 RA0199
 RA0199                          STATION DESCRIPTION
 RA0199
 RA0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RA0199'7.9 MI N FROM NEW MEADOWS.
 RA0199'7.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE NEW MEADOWS POST
 RA0199'OFFICE, 0.15 MILE NORTH OF MILE POST NO. 173, 250 FEET SOUTH OF A. L.
 RA0199'LANFEARS MAIL BOX, 110 FEET SOUTH OF A CULVERT UNDER THE HIGHWAY, 41
 RA0199'FEET EAST OF THE CENTER OF THE HIGHWAY, 34 FEET SOUTH OF A T FENCE
 RA0199'CORNER, 4 FEET WEST OF A NORTH-SOUTH FENCE LINE 0.5 FOOT NORTH OF A
 RA0199'METAL WITNESS POST AND 8 FEET ABOVE THE LEVEL OF THE HIGHWAY SET IN A
 RA0199'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 RA0199
 RA0199                          STATION RECOVERY (1982)
 RA0199
 RA0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0199'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.0 KM
 RA0199'(8.05 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 RA0199'55 IN NEW MEADOWS, 2.8 KM (1.75 MI) SOUTH OF THE ADAMS-IDAHO COUNTY
 RA0199'LINE, 46.8 METERS (153.5 FT) NORTH OF MILEPOST 169, 12.5 METERS
 RA0199'(41 FT) EAST OF THE HIGHWAY CENTERLINE, 64.0 METERS (210 FT) SOUTH OF
 RA0199'THE CENTER OF A PRIVATE ROAD LEADING TO A WHITE BOARD CORRAL FOR THE
 RA0199'EL ARROW RANCH, 31.7 METERS (104 FT) SOUTH OF THE EAST END OF A
 RA0199'30-INCH IRON PIPE CULVERT WITH A CONCRETE HEADWALL, 1.35 METERS
 RA0199'(4.5 FT) WEST OF THE RIGHT OF WAY FENCE.
 RA0199'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RA0199'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0033 ***********************************************************************
 QB0033  DESIGNATION -  D 28
 QB0033  PID         -  QB0033
 QB0033  STATE/COUNTY-  ID/ADAMS
 QB0033  USGS QUAD   -  COUNCIL (1986)
 QB0033
 QB0033                         *CURRENT SURVEY CONTROL
 QB0033  ___________________________________________________________________
 QB0033* NAD 83(1986)-  44 37 49.     (N)    116 27 01.     (W)     SCALED    
 QB0033* NAVD 88     -       989.419  (meters)    3246.12   (feet)  ADJUSTED  
 QB0033  ___________________________________________________________________
 QB0033  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 QB0033  DYNAMIC HT  -         989.124 (meters)    3245.15  (feet)  COMP
 QB0033  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 QB0033
 QB0033  VERT ORDER  -  FIRST     CLASS II
 QB0033
 QB0033.The horizontal coordinates were scaled from a topographic map and have
 QB0033.an estimated accuracy of +/- 6 seconds.
 QB0033
 QB0033.The orthometric height was determined by differential leveling
 QB0033.and adjusted by the National Geodetic Survey in June 1991..
 QB0033
 QB0033.The geoid height was determined by GEOID03.
 QB0033
 QB0033.The dynamic height is computed by dividing the NAVD 88
 QB0033.geopotential number by the normal gravity value computed on the
 QB0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0033.degrees latitude (g = 980.6199 gals.).
 QB0033
 QB0033.The modeled gravity was interpolated from observed gravity values.
 QB0033
 QB0033;                    North         East    Units  Estimated Accuracy
 QB0033;SPC ID W     -   329,460.      744,440.      MT  (+/- 180 meters Scaled)
 QB0033
 QB0033                          SUPERSEDED SURVEY CONTROL
 QB0033
 QB0033.No superseded survey control is available for this station.
 QB0033
 QB0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK436420(NAD 83)
 QB0033_MARKER: DB = BENCH MARK DISK
 QB0033_SETTING: 0 = UNSPECIFIED SETTING
 QB0033_STAMPING: D 28 1933
 QB0033_MARK LOGO: CGS   
 QB0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0033
 QB0033  HISTORY     - Date     Condition        Report By
 QB0033  HISTORY     - 1933     MONUMENTED       CGS
 QB0033  HISTORY     - 1967     GOOD             NGS
 QB0033  HISTORY     - 1983     GOOD             NGS
 QB0033
 QB0033                          STATION DESCRIPTION
 QB0033
 QB0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0033'7.9 MI S FROM COUNCIL.
 QB0033'7.9 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT COUNCIL,
 QB0033'0.15 MILE NORTH OF MILE POST 132, 0.1 MILE NORTH OF THE MESA
 QB0033'SCHOOLHOUSE, 31 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 31
 QB0033'FEET EAST OF THE CENTER OF A PRIVATE ROAD NORTH, 8 FEET SOUTHEAST OF A
 QB0033'TELEPHONE POLE, 6.5 FEET WEST OF THE SIGN ENTERING MESA UNINCORP. AND
 QB0033'0.5 FOOT NORTH OF A METAL WITNESS POST.
 QB0033
 QB0033                          STATION RECOVERY (1983)
 QB0033
 QB0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0033'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.85 KM
 QB0033'(6.8 MI) SOUTH ALONG US HIGHWAY 95 FROM THE HIGH SCHOOL IN COUNCIL,
 QB0033'THENCE 0.1 KM (0.05 MI) WEST ALONG A PAVED ROAD, THENCE 0.5 KM
 QB0033'(0.3 MI) SOUTH ALONG THE OLD HIGHWAY, 9.4 METERS (31 FT) NORTHWEST OF
 QB0033'THE CENTERLINE OF THE HIGHWAY, 9.1 METERS (30 FT) EAST OF THE
 QB0033'CENTERLINE OF A DIRT ROAD, 3 METERS (10 FT) SOUTH OF A FENCE.
 QB0033'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 QB0033'THE MARK IS 0.6 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0179 ***********************************************************************
 TO0179  DESIGNATION -  D 281
 TO0179  PID         -  TO0179
 TO0179  STATE/COUNTY-  ID/BONNER
 TO0179  USGS QUAD   -  SANDPOINT (1996)
 TO0179
 TO0179                         *CURRENT SURVEY CONTROL
 TO0179  ___________________________________________________________________
 TO0179* NAD 83(1986)-  48 15 20.     (N)    116 35 30.     (W)     SCALED    
 TO0179* NAVD 88     -       637.024  (meters)    2089.97   (feet)  ADJUSTED  
 TO0179  ___________________________________________________________________
 TO0179  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 TO0179  DYNAMIC HT  -         637.075 (meters)    2090.14  (feet)  COMP
 TO0179  MODELED GRAV-     980,672.0   (mgal)                       NAVD 88
 TO0179
 TO0179  VERT ORDER  -  FIRST     CLASS II
 TO0179
 TO0179.The horizontal coordinates were scaled from a topographic map and have
 TO0179.an estimated accuracy of +/- 6 seconds.
 TO0179
 TO0179.The orthometric height was determined by differential leveling
 TO0179.and adjusted by the National Geodetic Survey in June 1991..
 TO0179
 TO0179.The geoid height was determined by GEOID03.
 TO0179
 TO0179.The dynamic height is computed by dividing the NAVD 88
 TO0179.geopotential number by the normal gravity value computed on the
 TO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0179.degrees latitude (g = 980.6199 gals.).
 TO0179
 TO0179.The modeled gravity was interpolated from observed gravity values.
 TO0179
 TO0179;                    North         East    Units  Estimated Accuracy
 TO0179;SPC ID W     -   732,520.      737,510.      MT  (+/- 180 meters Scaled)
 TO0179
 TO0179                          SUPERSEDED SURVEY CONTROL
 TO0179
 TO0179  NGVD 29 (??/??/92)  635.840  (m)         2086.09   (f) ADJ UNCH    1 2
 TO0179
 TO0179.Superseded values are not recommended for survey control.
 TO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0179.See file dsdata.txt to determine how the superseded data were derived.
 TO0179
 TO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP303447(NAD 83)
 TO0179_MARKER: DB = BENCH MARK DISK
 TO0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0179_STAMPING: D 281 1942
 TO0179_MARK LOGO: CGS   
 TO0179_PROJECTION: FLUSH
 TO0179_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0179+STABILITY: SURFACE MOTION
 TO0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0179+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1994
 TO0179
 TO0179  HISTORY     - Date     Condition        Report By
 TO0179  HISTORY     - 1942     MONUMENTED       CGS
 TO0179  HISTORY     - 1967     GOOD             USGS
 TO0179  HISTORY     - 1980     GOOD             NGS
 TO0179  HISTORY     - 19940823 GOOD             NGS
 TO0179
 TO0179                          STATION DESCRIPTION
 TO0179
 TO0179'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO0179'2.3 MI SW FROM SANDPOINT.
 TO0179'2.3 MILES SOUTHWEST ALONG THE RAILROAD FROM THE SPOKANE INTERNATIONAL
 TO0179'DEPOT, OPPOSITE A ROAD THAT LEADS NW UP TO BUT NOT ACROSS THE R.R.
 TO0179'TRACKS, 0.15 MILE NE OF A ROAD THAT CROSSED THE R.R. TRACKS, 36 FEET
 TO0179'SE OF CENTER LINE OF HIGHWAY, 15 FEET NE OF CENTER LINE OF DRIVEWAY
 TO0179'LEADING SE.  A DISK SET IN A CONCRETE POST.  NOTE-- WITNESS POST SET.
 TO0179
 TO0179                          STATION RECOVERY (1980)
 TO0179
 TO0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0179'3.8 KILOMETERS (2.35 MILES) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE
 TO0179'SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, 1.05 KILOMETERS
 TO0179'(0.65 MILE) SOUTHWEST OF HIGHWAY MILEPOST 27, 0.2 KILOMETER (0.1 MILE)
 TO0179'SOUTHWEST OF ROCKY POINT ROAD, 10.4 METERS (34.0 FEET) SOUTHEAST OF
 TO0179'THE CENTERLINE OF THE HIGHWAY, 6.7 METERS (22.0 FEET) NORTHEAST OF
 TO0179'THE CENTERLINE OF A DIRT TRACK ROAD, 2.1 METERS (7.0 FEET) EAST OF
 TO0179'A HIGHWAY SIGN READING -ROCKY POINT-, 1.8 METERS (6.0 FEET)  SOUTHEAST
 TO0179'OF A TELEPHONE POLE WITH ONE GUY WIRE, 0.9 METERS (3.0 FEET) SOUTH
 TO0179'OF TELEPHONE JUNCTION BOX NUMBER 400-77.
 TO0179'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 TO0179'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 TO0179
 TO0179                          STATION RECOVERY (1994)
 TO0179
 TO0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (BEK)
 TO0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0362 ***********************************************************************
 TO0362  DESIGNATION -  D 282
 TO0362  PID         -  TO0362
 TO0362  STATE/COUNTY-  ID/BONNER
 TO0362  USGS QUAD   -  NEWPORT (1986)
 TO0362
 TO0362                         *CURRENT SURVEY CONTROL
 TO0362  ___________________________________________________________________
 TO0362* NAD 83(1986)-  48 10 43.     (N)    117 01 40.     (W)     SCALED    
 TO0362* NAVD 88     -       644.152  (meters)    2113.36   (feet)  ADJUSTED  
 TO0362  ___________________________________________________________________
 TO0362  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TO0362  DYNAMIC HT  -         644.212 (meters)    2113.55  (feet)  COMP
 TO0362  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 TO0362
 TO0362  VERT ORDER  -  FIRST     CLASS II
 TO0362
 TO0362.The horizontal coordinates were scaled from a topographic map and have
 TO0362.an estimated accuracy of +/- 6 seconds.
 TO0362
 TO0362.The orthometric height was determined by differential leveling
 TO0362.and adjusted by the National Geodetic Survey in June 1991..
 TO0362
 TO0362.The geoid height was determined by GEOID03.
 TO0362
 TO0362.The dynamic height is computed by dividing the NAVD 88
 TO0362.geopotential number by the normal gravity value computed on the
 TO0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0362.degrees latitude (g = 980.6199 gals.).
 TO0362
 TO0362.The modeled gravity was interpolated from observed gravity values.
 TO0362
 TO0362;                    North         East    Units  Estimated Accuracy
 TO0362;SPC ID W     -   724,420.      704,980.      MT  (+/- 180 meters Scaled)
 TO0362
 TO0362                          SUPERSEDED SURVEY CONTROL
 TO0362
 TO0362  NGVD 29 (??/??/92)  642.97   (m)         2109.5    (f) COMPUTED    1 2
 TO0362
 TO0362.Superseded values are not recommended for survey control.
 TO0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0362.See file dsdata.txt to determine how the superseded data were derived.
 TO0362
 TO0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP979361(NAD 83)
 TO0362_MARKER: DD = SURVEY DISK
 TO0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0362_SP_SET: CONCRETE BASE
 TO0362_STAMPING: D 282
 TO0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0362
 TO0362  HISTORY     - Date     Condition        Report By
 TO0362  HISTORY     - UNK      MONUMENTED       CGS
 TO0362  HISTORY     - 1942     GOOD             NGS
 TO0362  HISTORY     - 1980     GOOD             NGS
 TO0362
 TO0362                          STATION DESCRIPTION
 TO0362
 TO0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0362'0.75 MI E FROM NEWPORT.
 TO0362'ALONG THE RAILROAD FROM NEWPORT DEPOT, 20 FT. EAST OF A SWITCH IN THE
 TO0362'SOUTHEAST CORNER OF THE CONCRETE BASE OF SEMIPHORE NO. 1430.6.
 TO0362
 TO0362                          STATION RECOVERY (1980)
 TO0362
 TO0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0362'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0253 ***********************************************************************
 TO0253  DESIGNATION -  D 283
 TO0253  PID         -  TO0253
 TO0253  STATE/COUNTY-  ID/BONNER
 TO0253  USGS QUAD   -  PRIEST RIVER (1996)
 TO0253
 TO0253                         *CURRENT SURVEY CONTROL
 TO0253  ___________________________________________________________________
 TO0253* NAD 83(1986)-  48 14 24.     (N)    116 54 27.     (W)     SCALED    
 TO0253* NAVD 88     -       710.148  (meters)    2329.88   (feet)  ADJUSTED  
 TO0253  ___________________________________________________________________
 TO0253  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TO0253  DYNAMIC HT  -         710.212 (meters)    2330.09  (feet)  COMP
 TO0253  MODELED GRAV-     980,677.7   (mgal)                       NAVD 88
 TO0253
 TO0253  VERT ORDER  -  FIRST     CLASS II
 TO0253
 TO0253.The horizontal coordinates were scaled from a topographic map and have
 TO0253.an estimated accuracy of +/- 6 seconds.
 TO0253
 TO0253.The orthometric height was determined by differential leveling
 TO0253.and adjusted by the National Geodetic Survey in June 1991..
 TO0253
 TO0253.The geoid height was determined by GEOID03.
 TO0253
 TO0253.The dynamic height is computed by dividing the NAVD 88
 TO0253.geopotential number by the normal gravity value computed on the
 TO0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0253.degrees latitude (g = 980.6199 gals.).
 TO0253
 TO0253.The modeled gravity was interpolated from observed gravity values.
 TO0253
 TO0253;                    North         East    Units  Estimated Accuracy
 TO0253;SPC ID W     -   731,100.      714,030.      MT  (+/- 180 meters Scaled)
 TO0253
 TO0253                          SUPERSEDED SURVEY CONTROL
 TO0253
 TO0253  NGVD 29 (??/??/92)  708.966  (m)         2326.00   (f) ADJ UNCH    1 2
 TO0253
 TO0253.Superseded values are not recommended for survey control.
 TO0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0253.See file dsdata.txt to determine how the superseded data were derived.
 TO0253
 TO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP068429(NAD 83)
 TO0253_MARKER: DB = BENCH MARK DISK
 TO0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0253_STAMPING: D 283 1942
 TO0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0253+STABILITY: SURFACE MOTION
 TO0253
 TO0253  HISTORY     - Date     Condition        Report By
 TO0253  HISTORY     - 1942     MONUMENTED       CGS
 TO0253  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0253
 TO0253                          STATION DESCRIPTION
 TO0253
 TO0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0253'4.9 MI N FROM PRIEST RIVER.
 TO0253'ABOUT 4.9 MILES NORTH OF PRIEST RIVER CITY HALL, BONNER COUNTY, ON
 TO0253'WEST BRANCH ROAD, AT JUNCTION WITH DIM ROAD RUNNING SOUTHWEST, 18 FEET
 TO0253'NORTH CENTERLINE DIM ROAD, 36 FEET WEST CENTERLINE WEST BRANCH ROAD.
 TO0253'WITNESS POST SET.  STAMPED D 283 1942.
 TO0253
 TO0253                          STATION RECOVERY (1967)
 TO0253
 TO0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0297 ***********************************************************************
 TO0297  DESIGNATION -  D 284
 TO0297  PID         -  TO0297
 TO0297  STATE/COUNTY-  ID/BONNER
 TO0297  USGS QUAD   -  LACLEDE (1996)
 TO0297
 TO0297                         *CURRENT SURVEY CONTROL
 TO0297  ___________________________________________________________________
 TO0297* NAD 83(1986)-  48 13 44.     (N)    116 51 52.     (W)     SCALED    
 TO0297* NAVD 88     -       756.251  (meters)    2481.13   (feet)  ADJUSTED  
 TO0297  ___________________________________________________________________
 TO0297  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TO0297  DYNAMIC HT  -         756.310 (meters)    2481.33  (feet)  COMP
 TO0297  MODELED GRAV-     980,663.8   (mgal)                       NAVD 88
 TO0297
 TO0297  VERT ORDER  -  FIRST     CLASS II
 TO0297
 TO0297.The horizontal coordinates were scaled from a topographic map and have
 TO0297.an estimated accuracy of +/- 6 seconds.
 TO0297
 TO0297.The orthometric height was determined by differential leveling
 TO0297.and adjusted by the National Geodetic Survey in June 1991..
 TO0297
 TO0297.The geoid height was determined by GEOID03.
 TO0297
 TO0297.The dynamic height is computed by dividing the NAVD 88
 TO0297.geopotential number by the normal gravity value computed on the
 TO0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0297.degrees latitude (g = 980.6199 gals.).
 TO0297
 TO0297.The modeled gravity was interpolated from observed gravity values.
 TO0297
 TO0297;                    North         East    Units  Estimated Accuracy
 TO0297;SPC ID W     -   729,820.      717,210.      MT  (+/- 180 meters Scaled)
 TO0297
 TO0297                          SUPERSEDED SURVEY CONTROL
 TO0297
 TO0297  NGVD 29 (??/??/92)  755.066  (m)         2477.25   (f) ADJ UNCH    1 2
 TO0297
 TO0297.Superseded values are not recommended for survey control.
 TO0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0297.See file dsdata.txt to determine how the superseded data were derived.
 TO0297
 TO0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP100417(NAD 83)
 TO0297_MARKER: DB = BENCH MARK DISK
 TO0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0297_STAMPING: D 284 1942
 TO0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0297+STABILITY: SURFACE MOTION
 TO0297
 TO0297  HISTORY     - Date     Condition        Report By
 TO0297  HISTORY     - 1942     MONUMENTED       CGS
 TO0297  HISTORY     - 1967     GOOD             USGS
 TO0297
 TO0297                          STATION DESCRIPTION
 TO0297
 TO0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0297'5.05 MI N FROM PRIEST RIVER.
 TO0297'5.05 MILES NORTH, ON EASTERN SHORT ROUTE TO COOLIN.  MARK SET IN AN
 TO0297'OLD ABANDONED ROAD BED, 25 FEET EAST OF THE CENTER OF THE MAIN ROAD, 5
 TO0297'FEET ABOVE THE LEVEL OF THE ROAD.  WITNESS POST SET.  STAMPED D 284
 TO0297'1942.
 TO0297
 TO0297                          STATION RECOVERY (1967)
 TO0297
 TO0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0650 ***********************************************************************
 SV0650  DESIGNATION -  D 285 IDDT
 SV0650  PID         -  SV0650
 SV0650  STATE/COUNTY-  ID/KOOTENAI
 SV0650  USGS QUAD   -  LIBERTY LAKE (1973)
 SV0650
 SV0650                         *CURRENT SURVEY CONTROL
 SV0650  ___________________________________________________________________
 SV0650* NAD 83(1986)-  47 44 55.     (N)    117 00 42.     (W)     SCALED    
 SV0650* NAVD 88     -       650.370  (meters)    2133.76   (feet)  ADJUSTED  
 SV0650  ___________________________________________________________________
 SV0650  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 SV0650  DYNAMIC HT  -         650.407 (meters)    2133.88  (feet)  COMP
 SV0650  MODELED GRAV-     980,648.1   (mgal)                       NAVD 88
 SV0650
 SV0650  VERT ORDER  -  FIRST     CLASS II
 SV0650
 SV0650.The horizontal coordinates were scaled from a topographic map and have
 SV0650.an estimated accuracy of +/- 6 seconds.
 SV0650
 SV0650.The orthometric height was determined by differential leveling
 SV0650.and adjusted by the National Geodetic Survey in June 1991..
 SV0650
 SV0650.The geoid height was determined by GEOID03.
 SV0650
 SV0650.The dynamic height is computed by dividing the NAVD 88
 SV0650.geopotential number by the normal gravity value computed on the
 SV0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0650.degrees latitude (g = 980.6199 gals.).
 SV0650
 SV0650.The modeled gravity was interpolated from observed gravity values.
 SV0650
 SV0650;                    North         East    Units  Estimated Accuracy
 SV0650;SPC ID W     -   676,590.      705,400.      MT  (+/- 180 meters Scaled)
 SV0650
 SV0650                          SUPERSEDED SURVEY CONTROL
 SV0650
 SV0650  NGVD 29 (??/??/92)  649.200  (m)         2129.92   (f) ADJ UNCH    1 2
 SV0650
 SV0650.Superseded values are not recommended for survey control.
 SV0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0650.See file dsdata.txt to determine how the superseded data were derived.
 SV0650
 SV0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN991883(NAD 83)
 SV0650_MARKER: DD = SURVEY DISK
 SV0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0650_STAMPING: D 285 1944 P.O.T. 88+09.6 40.00
 SV0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0650+STABILITY: SURFACE MOTION
 SV0650
 SV0650  HISTORY     - Date     Condition        Report By
 SV0650  HISTORY     - 1944     MONUMENTED       IDDT
 SV0650  HISTORY     - 1944     GOOD             NGS
 SV0650  HISTORY     - 1981     GOOD             NGS
 SV0650
 SV0650                          STATION DESCRIPTION
 SV0650
 SV0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0650'IN HAUSER.
 SV0650'AT HAUSER, ALONG STATE HIGHWAY NO. 53, ABOUT 300 FEET NORTH-NORTHEAST
 SV0650'OF THE NORTHERN PACIFIC RAILROAD STATION.  102 FEET NORTHWEST OF THE
 SV0650'NORTHWEST RAIL OF THE NORTHWEST TRACK, 40 FEET SOUTHEAST OF
 SV0650'CENTER-LINE OF HIGHWAY, 1 FOOT NORTHEAST OF REFERENCE POST.  A IDAHO
 SV0650'STATE HIGHWAY RIGHT-OF-WAY BRONZE DISK SET IN TOP OF A CONCRETE POST
 SV0650'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 SV0650
 SV0650                          STATION RECOVERY (1981)
 SV0650
 SV0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SV0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0350 ***********************************************************************
 SV0350  DESIGNATION -  D 286
 SV0350  PID         -  SV0350
 SV0350  STATE/COUNTY-  ID/KOOTENAI
 SV0350  USGS QUAD   -  ATHOL (1961)
 SV0350
 SV0350                         *CURRENT SURVEY CONTROL
 SV0350  ___________________________________________________________________
 SV0350* NAD 83(1986)-  47 54 51.     (N)    116 43 28.     (W)     SCALED    
 SV0350* NAVD 88     -       730.372  (meters)    2396.23   (feet)  ADJUSTED  
 SV0350  ___________________________________________________________________
 SV0350  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SV0350  DYNAMIC HT  -         730.407 (meters)    2396.34  (feet)  COMP
 SV0350  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 SV0350
 SV0350  VERT ORDER  -  FIRST     CLASS II
 SV0350
 SV0350.The horizontal coordinates were scaled from a topographic map and have
 SV0350.an estimated accuracy of +/- 6 seconds.
 SV0350
 SV0350.The orthometric height was determined by differential leveling
 SV0350.and adjusted by the National Geodetic Survey in June 1991..
 SV0350
 SV0350.The geoid height was determined by GEOID03.
 SV0350
 SV0350.The dynamic height is computed by dividing the NAVD 88
 SV0350.geopotential number by the normal gravity value computed on the
 SV0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0350.degrees latitude (g = 980.6199 gals.).
 SV0350
 SV0350.The modeled gravity was interpolated from observed gravity values.
 SV0350
 SV0350;                    North         East    Units  Estimated Accuracy
 SV0350;SPC ID W     -   694,680.      727,170.      MT  (+/- 180 meters Scaled)
 SV0350
 SV0350                          SUPERSEDED SURVEY CONTROL
 SV0350
 SV0350  NGVD 29 (??/??/92)  729.184  (m)         2392.33   (f) ADJ UNCH    1 2
 SV0350
 SV0350.Superseded values are not recommended for survey control.
 SV0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0350.See file dsdata.txt to determine how the superseded data were derived.
 SV0350
 SV0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP205067(NAD 83)
 SV0350_MARKER: DB = BENCH MARK DISK
 SV0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0350_STAMPING: D 286 1944
 SV0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0350+STABILITY: SURFACE MOTION
 SV0350
 SV0350  HISTORY     - Date     Condition        Report By
 SV0350  HISTORY     - 1944     MONUMENTED       CGS
 SV0350
 SV0350                          STATION DESCRIPTION
 SV0350
 SV0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SV0350'2.1 MI SW FROM ATHOL.
 SV0350'2.1 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0350'STATION AT ATHOL, SET AT A PRIVATE ROAD CROSSING, 45.8 FEET SOUTHEAST
 SV0350'OF SOUTHEAST RAIL OF TRACK, 40 FEET SOUTHWEST OF CENTER-LINE OF
 SV0350'PRIVATE ROAD, 64 FEET SOUTH OF CENTER-LINE OF PRIVATE AND TRACK, 26
 SV0350'FEET NORTHWEST OF CENTER-LINE OF ROAD PARALLELING TRACK, 3 FEET
 SV0350'NORTHEAST OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE
 SV0350'POST POURED IN THE FIELD AND PROJECTING ABOUT 0.6 FOOT ABOVE THE
 SV0350'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0148 ***********************************************************************
 TO0148  DESIGNATION -  D 287
 TO0148  PID         -  TO0148
 TO0148  STATE/COUNTY-  ID/BONNER
 TO0148  USGS QUAD   -  TROUT PEAK (1989)
 TO0148
 TO0148                         *CURRENT SURVEY CONTROL
 TO0148  ___________________________________________________________________
 TO0148* NAD 83(1986)-  48 17 13.     (N)    116 21 11.     (W)     SCALED    
 TO0148* NAVD 88     -       635.695  (meters)    2085.61   (feet)  ADJUSTED  
 TO0148  ___________________________________________________________________
 TO0148  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TO0148  DYNAMIC HT  -         635.735 (meters)    2085.74  (feet)  COMP
 TO0148  MODELED GRAV-     980,654.7   (mgal)                       NAVD 88
 TO0148
 TO0148  VERT ORDER  -  FIRST     CLASS II
 TO0148
 TO0148.The horizontal coordinates were scaled from a topographic map and have
 TO0148.an estimated accuracy of +/- 6 seconds.
 TO0148
 TO0148.The orthometric height was determined by differential leveling
 TO0148.and adjusted by the National Geodetic Survey in June 1991..
 TO0148
 TO0148.The geoid height was determined by GEOID03.
 TO0148
 TO0148.The dynamic height is computed by dividing the NAVD 88
 TO0148.geopotential number by the normal gravity value computed on the
 TO0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0148.degrees latitude (g = 980.6199 gals.).
 TO0148
 TO0148.The modeled gravity was interpolated from observed gravity values.
 TO0148
 TO0148;                    North         East    Units  Estimated Accuracy
 TO0148;SPC ID W     -   735,850.      755,250.      MT  (+/- 180 meters Scaled)
 TO0148
 TO0148                          SUPERSEDED SURVEY CONTROL
 TO0148
 TO0148  NGVD 29 (??/??/92)  634.512  (m)         2081.73   (f) ADJ UNCH    1 2
 TO0148
 TO0148.Superseded values are not recommended for survey control.
 TO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0148.See file dsdata.txt to determine how the superseded data were derived.
 TO0148
 TO0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP479483(NAD 83)
 TO0148_MARKER: DB = BENCH MARK DISK
 TO0148_SETTING: 80 = SET IN A BOULDER
 TO0148_SP_SET: BOULDER
 TO0148_STAMPING: D 287 1944
 TO0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0148+STABILITY: SURFACE MOTION
 TO0148
 TO0148  HISTORY     - Date     Condition        Report By
 TO0148  HISTORY     - 1944     MONUMENTED       CGS
 TO0148  HISTORY     - 1973     GOOD             NGS
 TO0148  HISTORY     - 1980     GOOD             NGS
 TO0148
 TO0148                          STATION DESCRIPTION
 TO0148
 TO0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TO0148'3.5 MI NW FROM HOPE.
 TO0148'REACHED FROM THE HIGHWAY BRIDGE OVER TRESTLE CREEK, AT THE VILLAGE OF
 TO0148'TRESTLE CREEK BY GOING NORTH ON STATE HIGHWAY 200 FOR 0.15 MILE, KEEP
 TO0148'LEFT AND FOLLOW PRIVATE ROAD NORTHERLY BETWEEN THE RAILROAD AND
 TO0148'HIGHWAY FOR 0.2 MILE TO A RESIDENCE.  WALK WEST 25 YARDS, THEN NORTH
 TO0148'ALONG THE RAILROAD TRACK FOR 90 YARDS TO AN ELECTRIC SIGNAL, CONTINUE
 TO0148'NORTH 60 YARDS TO THE MARK.  35 YARDS SOUTH OF THE NORTH END OF THE
 TO0148'ROCK CUT ON THE EAST SIDE OF THE TRACK, 18 FEET NORTH OF THE VERTICAL
 TO0148'SOUTHERN SIDE OF AN 8-FOOT HIGH, DARK COLORED BOULDER EMBEDDED IN THE
 TO0148'ROCK FACE OF THE OTHERWISE DULL GREY ROCK CUT, 10 1/2 FEET EAST OF THE
 TO0148'EAST RAIL, 1 1/2 FEET HIGHER THAN THE TRACK, AN IRON DISK SET IN A
 TO0148'4-FOOT LONG BENCH.  1500 FEET N OF SW CORNER OF SW 1/4, SEC 16, T 57N,
 TO0148'R 1E.
 TO0148
 TO0148                          STATION RECOVERY (1980)
 TO0148
 TO0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0148'6.1 KILOMETERS (3.8 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM THE
 TO0148'PUBLIC SCHOOL IN EAST HOPE, THENCE 0.5 KILOMETER (0.3 MILE) NORTHWEST
 TO0148'ALONG THE BURLINGTON NORTHERN RAILWAY, SET IN TOP OF A ROCK OUTCROP
 TO0148'IN A BEDROCK RAILWAY CUT, 3.3 METERS (10.8 FEET) NORTHEAST OF THE
 TO0148'NORTHEAST RAIL OF THE TRACKS, 54.6 METERS (179 FEET) NORTHWEST ACROSS
 TO0148'THE TRACKS FROM THE NORTH CORNER OF A SIGNAL BOX, 35.5 METERS (116
 TO0148'FEET) SOUTHEAST OF THE NORTHWEST END OF THE CUT, 14.2 METERS (46.5
 TO0148'FEET) NORTHEAST ACROSS THE TRACKS FROM THE FIRST TELEGRAPH POLE
 TO0148'NORTHWEST OF THE SIGNAL BOX.
 TO0148'THE MARK IS 0.15 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0006 ***********************************************************************
 TO0006  DESIGNATION -  D 288
 TO0006  PID         -  TO0006
 TO0006  STATE/COUNTY-  ID/BOUNDARY
 TO0006  USGS QUAD   -  NAPLES (1996)
 TO0006
 TO0006                         *CURRENT SURVEY CONTROL
 TO0006  ___________________________________________________________________
 TO0006* NAD 83(1986)-  48 33 31.     (N)    116 23 29.     (W)     SCALED    
 TO0006* NAVD 88     -       637.618  (meters)    2091.92   (feet)  ADJUSTED  
 TO0006  ___________________________________________________________________
 TO0006  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TO0006  DYNAMIC HT  -         637.665 (meters)    2092.07  (feet)  COMP
 TO0006  MODELED GRAV-     980,665.2   (mgal)                       NAVD 88
 TO0006
 TO0006  VERT ORDER  -  FIRST     CLASS II
 TO0006
 TO0006.The horizontal coordinates were scaled from a topographic map and have
 TO0006.an estimated accuracy of +/- 6 seconds.
 TO0006
 TO0006.The orthometric height was determined by differential leveling
 TO0006.and adjusted by the National Geodetic Survey in June 1991..
 TO0006.WARNING-Repeat measurements at this control monument indicate possible
 TO0006.vertical movement.
 TO0006
 TO0006.The geoid height was determined by GEOID03.
 TO0006
 TO0006.The dynamic height is computed by dividing the NAVD 88
 TO0006.geopotential number by the normal gravity value computed on the
 TO0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0006.degrees latitude (g = 980.6199 gals.).
 TO0006
 TO0006.The modeled gravity was interpolated from observed gravity values.
 TO0006
 TO0006;                    North         East    Units  Estimated Accuracy
 TO0006;SPC ID W     -   766,080.      752,660.      MT  (+/- 180 meters Scaled)
 TO0006
 TO0006                          SUPERSEDED SURVEY CONTROL
 TO0006
 TO0006  NGVD 29 (??/??/92)  636.447  (m)         2088.08   (f) ADJ UNCH    1 2
 TO0006
 TO0006.Superseded values are not recommended for survey control.
 TO0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0006.See file dsdata.txt to determine how the superseded data were derived.
 TO0006
 TO0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP449785(NAD 83)
 TO0006_MARKER: DB = BENCH MARK DISK
 TO0006_SETTING: 66 = SET IN ROCK OUTCROP
 TO0006_SP_SET: OUTCROP
 TO0006_STAMPING: D 288 1944
 TO0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0006+STABILITY: POSITION/ELEVATION WELL
 TO0006
 TO0006  HISTORY     - Date     Condition        Report By
 TO0006  HISTORY     - 1944     MONUMENTED       CGS
 TO0006  HISTORY     - 1980     GOOD             NGS
 TO0006
 TO0006                          STATION DESCRIPTION
 TO0006
 TO0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0006'0.9 MI S FROM NAPLES.
 TO0006'0.9 MILE SOUTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 TO0006'STATION AT NAPLES, SET AT THE NORTHEAST END OF A ROCK CUT, 94 FEET
 TO0006'SOUTHWEST OF CULVERT NO. 96-79, 39 RAILS NORTHEAST OF A PRIVATE ROAD
 TO0006'CROSSING, 7.8 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK, ABOUT 3 FEET
 TO0006'ABOVE TRACK LEVEL, IN A ROCK OUTCROP.  IRON BENCH MARK DISK.
 TO0006
 TO0006                          STATION RECOVERY (1980)
 TO0006
 TO0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0006'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0008 ***********************************************************************
 OY0008  DESIGNATION -  D 289
 OY0008  PID         -  OY0008
 OY0008  STATE/COUNTY-  ID/BONNEVILLE
 OY0008  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0008
 OY0008                         *CURRENT SURVEY CONTROL
 OY0008  ___________________________________________________________________
 OY0008* NAD 83(1986)-  43 30 56.     (N)    112 03 36.     (W)     SCALED    
 OY0008* NAVD 88     -      1441.823  (meters)    4730.38   (feet)  ADJUSTED  
 OY0008  ___________________________________________________________________
 OY0008  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 OY0008  DYNAMIC HT  -        1441.064 (meters)    4727.89  (feet)  COMP
 OY0008  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 OY0008
 OY0008  VERT ORDER  -  FIRST     CLASS II
 OY0008
 OY0008.This mark is at Fanning Field Airport (IDA)
 OY0008
 OY0008.The horizontal coordinates were scaled from a topographic map and have
 OY0008.an estimated accuracy of +/- 6 seconds.
 OY0008
 OY0008.The orthometric height was determined by differential leveling
 OY0008.and adjusted by the National Geodetic Survey in December 1992..
 OY0008
 OY0008.The geoid height was determined by GEOID03.
 OY0008
 OY0008.The dynamic height is computed by dividing the NAVD 88
 OY0008.geopotential number by the normal gravity value computed on the
 OY0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0008.degrees latitude (g = 980.6199 gals.).
 OY0008
 OY0008.The modeled gravity was interpolated from observed gravity values.
 OY0008
 OY0008;                    North         East    Units  Estimated Accuracy
 OY0008;SPC ID E     -   205,380.      208,620.      MT  (+/- 180 meters Scaled)
 OY0008
 OY0008                          SUPERSEDED SURVEY CONTROL
 OY0008
 OY0008  NAVD 88 (06/15/91) 1441.835  (m)         4730.42   (f) UNKNOWN     1 2
 OY0008  NGVD 29 (08/20/92) 1440.743  (m)         4726.84   (f) ADJUSTED    1 2
 OY0008
 OY0008.Superseded values are not recommended for survey control.
 OY0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0008.See file dsdata.txt to determine how the superseded data were derived.
 OY0008
 OY0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP143186(NAD 83)
 OY0008_MARKER: DB = BENCH MARK DISK
 OY0008_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OY0008_SP_SET: FOUNDATION
 OY0008_STAMPING: D 289 1945
 OY0008_MARK LOGO: CGS   
 OY0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0008+STABILITY: SURFACE MOTION
 OY0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0008+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1992
 OY0008
 OY0008  HISTORY     - Date     Condition        Report By
 OY0008  HISTORY     - 1945     MONUMENTED       CGS
 OY0008  HISTORY     - 1967     GOOD             NGS
 OY0008  HISTORY     - 1970     GOOD             NGS
 OY0008  HISTORY     - 1979     GOOD             NGS
 OY0008  HISTORY     - 19920702 GOOD             NGS
 OY0008
 OY0008                          STATION DESCRIPTION
 OY0008
 OY0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0008'1.65 MI N FROM IDAHO FALLS.
 OY0008'1.45 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0008'BROADWAY STREET AT IDAHO FALLS, THENCE 0.2 MILE WEST ACROSS COUNTRY,
 OY0008'AT THE EAST SIDE OF FANNING FIELD AIRPORT, 0.1 MILE SOUTH OF THE
 OY0008'BEACON LIGHT TOWER AND REEDER AIR SERVICE BUILDING, SET VERTICALLY IN
 OY0008'THE NORTH FACE OF THE CONCRETE FOUNDATION OF A SMALL LONE CONCRETE
 OY0008'BLOCK HANGAR, 1.2 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING,
 OY0008'200 FEET WEST OF THE CENTER LINE OF AN AIRPORT ACCESS ROAD, AND ABOUT
 OY0008'1 1/2 FEET ABOVE THE GROUND.
 OY0008
 OY0008                          STATION RECOVERY (1970)
 OY0008
 OY0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OY0008'RECOVERED IN GOOD CONDITION.
 OY0008
 OY0008                          STATION RECOVERY (1979)
 OY0008
 OY0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OY0008'RECOVERED IN GOOD CONDITION.
 OY0008
 OY0008                          STATION RECOVERY (1992)
 OY0008
 OY0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0008'0.3 KM (0.20 MI) WESTERLY ALONG U.S. HIGHWAY 20 (GRAND VIEW AVENUE)
 OY0008'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 (EXIT 119) IN IDAHO FALLS,
 OY0008'THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG FOOTE DRIVE, SET VERTICALLY
 OY0008'IN THE NORTH FACE OF THE CONCRETE FOUNDATION OF A BLOCK HANGAR AT THE
 OY0008'IDAHO FALLS MUNICIPAL AIRPORT, 0.2 KM (0.10 MI) SOUTH OF THE AIRPORT
 OY0008'BEACON, 70.7 M (232.0 FT) WEST OF THE ROAD CENTER, 4.0 M (13.1 FT)
 OY0008'ABOVE THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) EAST OF THE NORTHWEST
 OY0008'CORNER OF THE HANGAR, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0347 ***********************************************************************
 QB0347  DESIGNATION -  D 29
 QB0347  PID         -  QB0347
 QB0347  STATE/COUNTY-  ID/WASHINGTON
 QB0347  USGS QUAD   -  WEISER NORTH (1987)
 QB0347
 QB0347                         *CURRENT SURVEY CONTROL
 QB0347  ___________________________________________________________________
 QB0347* NAD 83(1986)-  44 15 35.     (N)    116 57 35.     (W)     SCALED    
 QB0347* NAVD 88     -       660.204  (meters)    2166.02   (feet)  ADJUSTED  
 QB0347  ___________________________________________________________________
 QB0347  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 QB0347  DYNAMIC HT  -         660.029 (meters)    2165.45  (feet)  COMP
 QB0347  MODELED GRAV-     980,331.5   (mgal)                       NAVD 88
 QB0347
 QB0347  VERT ORDER  -  FIRST     CLASS II
 QB0347
 QB0347.The horizontal coordinates were scaled from a topographic map and have
 QB0347.an estimated accuracy of +/- 6 seconds.
 QB0347
 QB0347.The orthometric height was determined by differential leveling
 QB0347.and adjusted by the National Geodetic Survey in June 1991..
 QB0347.WARNING-Repeat measurements at this control monument indicate possible
 QB0347.vertical movement.
 QB0347
 QB0347.The geoid height was determined by GEOID03.
 QB0347
 QB0347.The dynamic height is computed by dividing the NAVD 88
 QB0347.geopotential number by the normal gravity value computed on the
 QB0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0347.degrees latitude (g = 980.6199 gals.).
 QB0347
 QB0347.The modeled gravity was interpolated from observed gravity values.
 QB0347
 QB0347;                    North         East    Units  Estimated Accuracy
 QB0347;SPC ID W     -   288,760.      703,400.      MT  (+/- 180 meters Scaled)
 QB0347
 QB0347                          SUPERSEDED SURVEY CONTROL
 QB0347
 QB0347  NGVD 29 (??/??/92)  659.231  (m)         2162.83   (f) ADJ UNCH    1 2
 QB0347
 QB0347.Superseded values are not recommended for survey control.
 QB0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0347.See file dsdata.txt to determine how the superseded data were derived.
 QB0347
 QB0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK032007(NAD 83)
 QB0347_MARKER: DB = BENCH MARK DISK
 QB0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0347_STAMPING: D 29 1933
 QB0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0347+STABILITY: SURFACE MOTION
 QB0347
 QB0347  HISTORY     - Date     Condition        Report By
 QB0347  HISTORY     - 1933     MONUMENTED       CGS
 QB0347  HISTORY     - 1965     GOOD             NGS
 QB0347  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0347  HISTORY     - 1983     MARK NOT FOUND   USGS
 QB0347
 QB0347                          STATION DESCRIPTION
 QB0347
 QB0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QB0347'1.3 MI N FROM WEISER.
 QB0347'1.3 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE WEISER POST OFFICE, AT
 QB0347'THE JUNCTION WITH THE TRUCK ROUTE, 200 FEET EAST AND ACROSS THE
 QB0347'HIGHWAY FROM THE INDIAN HEAR APTS., 40 FEET WEST OF THE TRUCK ROUTE,
 QB0347'39 FEET NORTH OF THE PUMP ISLAND AT A PHILLIPS 66 SERVICE STATION, 29
 QB0347'FEET EAST OF THE CENTER OF U.S. HIGHWAY 95 AND 5 FEET SOUTHWEST OF THE
 QB0347'SIGN, MAES SHACK, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 QB0347'THAT PROJECTS 6 INCHES.
 QB0347
 QB0347                          STATION RECOVERY (1983)
 QB0347
 QB0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0347'EVIDENCE WAS FOUND THAT THE BENCH MARK HAS BEEN DESTROYED.
 QB0347
 QB0347                          STATION RECOVERY (1983)
 QB0347
 QB0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 QB0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0050 ***********************************************************************
 OH0050  DESIGNATION -  D 290
 OH0050  PID         -  OH0050
 OH0050  STATE/COUNTY-  ID/ADA
 OH0050  USGS QUAD   -  BOISE SOUTH (1976)
 OH0050
 OH0050                         *CURRENT SURVEY CONTROL
 OH0050  ___________________________________________________________________
 OH0050* NAD 83(1986)-  43 33 42.     (N)    116 12 41.     (W)     SCALED    
 OH0050* NAVD 88     -       871.779  (meters)    2860.16   (feet)  ADJUSTED  
 OH0050  ___________________________________________________________________
 OH0050  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 OH0050  DYNAMIC HT  -         871.436 (meters)    2859.04  (feet)  COMP
 OH0050  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 OH0050
 OH0050  VERT ORDER  -  SECOND    CLASS 0
 OH0050
 OH0050.This mark is at Boise Air Terminal (GOWEN FLD) Airport (BOI)
 OH0050
 OH0050.The horizontal coordinates were scaled from a topographic map and have
 OH0050.an estimated accuracy of +/- 6 seconds.
 OH0050
 OH0050.The orthometric height was determined by differential leveling
 OH0050.and adjusted by the National Geodetic Survey in June 1991..
 OH0050
 OH0050.The geoid height was determined by GEOID03.
 OH0050
 OH0050.The dynamic height is computed by dividing the NAVD 88
 OH0050.geopotential number by the normal gravity value computed on the
 OH0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0050.degrees latitude (g = 980.6199 gals.).
 OH0050
 OH0050.The modeled gravity was interpolated from observed gravity values.
 OH0050
 OH0050;                    North         East    Units  Estimated Accuracy
 OH0050;SPC ID W     -   210,600.      762,730.      MT  (+/- 180 meters Scaled)
 OH0050
 OH0050                          SUPERSEDED SURVEY CONTROL
 OH0050
 OH0050  NGVD 29 (??/??/92)  870.818  (m)         2857.01   (f) ADJ UNCH    2 0
 OH0050
 OH0050.Superseded values are not recommended for survey control.
 OH0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0050.See file dsdata.txt to determine how the superseded data were derived.
 OH0050
 OH0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ636234(NAD 83)
 OH0050_MARKER: DB = BENCH MARK DISK
 OH0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0050_STAMPING: D 290 1945
 OH0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0050+STABILITY: SURFACE MOTION
 OH0050
 OH0050  HISTORY     - Date     Condition        Report By
 OH0050  HISTORY     - 1945     MONUMENTED       CGS
 OH0050  HISTORY     - 1950     GOOD             NGS
 OH0050  HISTORY     - 1970     GOOD             NGS
 OH0050  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0050
 OH0050                          STATION DESCRIPTION
 OH0050
 OH0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OH0050'IN BOISE AIR TERMINAL.
 OH0050'AT BOISE AIR TERMINAL, ABOUT 600 YARDS SOUTH OF THE GENERAL AIRCRAFT
 OH0050'HANGAR, 311 FEET SOUTHWEST OF A FENCE, 360 FEET SOUTHWEST OF THE
 OH0050'CENTER LINE OF A ROAD AROUND THE EAST END OF THE AIRPORT, 75 FEET
 OH0050'SOUTHWEST OF THE NORTHEAST END OF A CONTROL TAXI-WAY, 0.6 FOOT
 OH0050'SOUTHEAST OF THE APPROXIMATE CENTER OF THE SOUTHEAST END OF THE
 OH0050'NORTHEAST ONE OF TWO SOUTHEAST-NORTHWEST RUNWAYS, ABOUT LEVEL WITH THE
 OH0050'RUNWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OH0050
 OH0050                          STATION RECOVERY (1970)
 OH0050
 OH0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OH0050'RECOVERED IN GOOD CONDITION.
 OH0050
 OH0050                          STATION RECOVERY (1983)
 OH0050
 OH0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0068 ***********************************************************************
 QZ0068  DESIGNATION -  D 291
 QZ0068  PID         -  QZ0068
 QZ0068  STATE/COUNTY-  ID/LEMHI
 QZ0068  USGS QUAD   -  PINE CREEK RAPIDS (1991)
 QZ0068
 QZ0068                         *CURRENT SURVEY CONTROL
 QZ0068  ___________________________________________________________________
 QZ0068* NAD 83(1986)-  45 21 37.     (N)    114 18 37.     (W)     SCALED    
 QZ0068* NAVD 88     -      1015.179  (meters)    3330.63   (feet)  ADJUSTED  
 QZ0068  ___________________________________________________________________
 QZ0068  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 QZ0068  DYNAMIC HT  -        1014.795 (meters)    3329.37  (feet)  COMP
 QZ0068  MODELED GRAV-     980,206.0   (mgal)                       NAVD 88
 QZ0068
 QZ0068  VERT ORDER  -  SECOND    CLASS 0
 QZ0068
 QZ0068.The horizontal coordinates were scaled from a topographic map and have
 QZ0068.an estimated accuracy of +/- 6 seconds.
 QZ0068
 QZ0068.The orthometric height was determined by differential leveling
 QZ0068.and adjusted by the National Geodetic Survey in June 1991..
 QZ0068
 QZ0068.The geoid height was determined by GEOID03.
 QZ0068
 QZ0068.The dynamic height is computed by dividing the NAVD 88
 QZ0068.geopotential number by the normal gravity value computed on the
 QZ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0068.degrees latitude (g = 980.6199 gals.).
 QZ0068
 QZ0068.The modeled gravity was interpolated from observed gravity values.
 QZ0068
 QZ0068;                    North         East    Units  Estimated Accuracy
 QZ0068;SPC ID C     -   410,400.      475,690.      MT  (+/- 180 meters Scaled)
 QZ0068
 QZ0068                          SUPERSEDED SURVEY CONTROL
 QZ0068
 QZ0068  NGVD 29 (??/??/92) 1014.013  (m)         3326.81   (f) ADJ UNCH    2 0
 QZ0068
 QZ0068.Superseded values are not recommended for survey control.
 QZ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0068.See file dsdata.txt to determine how the superseded data were derived.
 QZ0068
 QZ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL106264(NAD 83)
 QZ0068_MARKER: DB = BENCH MARK DISK
 QZ0068_SETTING: 80 = SET IN A BOULDER
 QZ0068_SP_SET: BOULDER
 QZ0068_STAMPING: D 291 1945
 QZ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0068+STABILITY: SURFACE MOTION
 QZ0068
 QZ0068  HISTORY     - Date     Condition        Report By
 QZ0068  HISTORY     - 1945     MONUMENTED       CGS
 QZ0068
 QZ0068                          STATION DESCRIPTION
 QZ0068
 QZ0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0068'2.1 MI W FROM SHOUP.
 QZ0068'2.1 MILES WEST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT SHOUP,
 QZ0068'0.7 MILE SOUTHWEST OF THE FIRST BRIDGE OVER THE SALMON RIVER, SET IN
 QZ0068'TOP OF A LARGE BOULDER BETWEEN THE ROAD AND THE RIVER, 27 FEET
 QZ0068'NORTHWEST OF CENTER-LINE OF THE ROAD, ABOUT 7 FEET BELOW ROAD LEVEL.
 QZ0068'IRON BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0069 ***********************************************************************
 QZ0069  DESIGNATION -  D 291 RESET
 QZ0069  PID         -  QZ0069
 QZ0069  STATE/COUNTY-  ID/LEMHI
 QZ0069  USGS QUAD   -  PINE CREEK RAPIDS (1991)
 QZ0069
 QZ0069                         *CURRENT SURVEY CONTROL
 QZ0069  ___________________________________________________________________
 QZ0069* NAD 83(1986)-  45 21 37.     (N)    114 18 38.     (W)     SCALED    
 QZ0069* NAVD 88     -      1018.79   (meters)    3342.5    (feet)  RESET     
 QZ0069  ___________________________________________________________________
 QZ0069  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 QZ0069
 QZ0069  VERT ORDER  -  THIRD
 QZ0069
 QZ0069.The horizontal coordinates were scaled from a topographic map and have
 QZ0069.an estimated accuracy of +/- 6 seconds.
 QZ0069
 QZ0069.The orthometric height was computed from unverified reset data.
 QZ0069
 QZ0069.The geoid height was determined by GEOID03.
 QZ0069
 QZ0069;                    North         East    Units  Estimated Accuracy
 QZ0069;SPC ID C     -   410,400.      475,670.      MT  (+/- 180 meters Scaled)
 QZ0069
 QZ0069                          SUPERSEDED SURVEY CONTROL
 QZ0069
 QZ0069.No superseded survey control is available for this station.
 QZ0069
 QZ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL106264(NAD 83)
 QZ0069_MARKER: DB = BENCH MARK DISK
 QZ0069_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0069_SP_SET: BEDROCK
 QZ0069_STAMPING: D 291 RESET 1964
 QZ0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0069+STABILITY: POSITION/ELEVATION WELL
 QZ0069
 QZ0069  HISTORY     - Date     Condition        Report By
 QZ0069  HISTORY     - 1964     MONUMENTED       CGS
 QZ0069
 QZ0069                          STATION DESCRIPTION
 QZ0069
 QZ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QZ0069'2.2 MI W FROM SHOUP.
 QZ0069'ABOUT 2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE SHOUP POST OFFICE,
 QZ0069'0.7 MILES WEST OF THE BRIDGE OVER SALMON RIVER, 20 FEET SOUTH OF THE
 QZ0069'CENTER OF THE ROAD, 10 FEET EAST OF A FIR TREE WITH A WITNESS SIGN
 QZ0069'NAILED ON IT AND 3 FEET ABOVE THE LEVEL OF THE ROAD, CEMENTED IN A
 QZ0069'DRILL HOLE IN A HUGE PROMINENT SECTION OF BEDROCK WITH THE LETTERS BM
 QZ0069'PAINTED ON THE NORTHWEST FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0150 ***********************************************************************
 OY0150  DESIGNATION -  D 292
 OY0150  PID         -  OY0150
 OY0150  STATE/COUNTY-  ID/JEFFERSON
 OY0150  USGS QUAD   -  LEWISVILLE (1979)
 OY0150
 OY0150                         *CURRENT SURVEY CONTROL
 OY0150  ___________________________________________________________________
 OY0150* NAD 83(1986)-  43 44 32.     (N)    112 02 36.     (W)     SCALED    
 OY0150* NAVD 88     -      1458.810  (meters)    4786.11   (feet)  ADJUSTED  
 OY0150  ___________________________________________________________________
 OY0150  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY0150  DYNAMIC HT  -        1458.073 (meters)    4783.69  (feet)  COMP
 OY0150  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 OY0150
 OY0150  VERT ORDER  -  SECOND    CLASS 0
 OY0150
 OY0150.The horizontal coordinates were scaled from a topographic map and have
 OY0150.an estimated accuracy of +/- 6 seconds.
 OY0150
 OY0150.The orthometric height was determined by differential leveling
 OY0150.and adjusted by the National Geodetic Survey in June 1991..
 OY0150
 OY0150.The geoid height was determined by GEOID03.
 OY0150
 OY0150.The dynamic height is computed by dividing the NAVD 88
 OY0150.geopotential number by the normal gravity value computed on the
 OY0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0150.degrees latitude (g = 980.6199 gals.).
 OY0150
 OY0150.The modeled gravity was interpolated from observed gravity values.
 OY0150
 OY0150;                    North         East    Units  Estimated Accuracy
 OY0150;SPC ID E     -   230,560.      209,930.      MT  (+/- 180 meters Scaled)
 OY0150
 OY0150                          SUPERSEDED SURVEY CONTROL
 OY0150
 OY0150  NGVD 29 (??/??/92) 1457.731  (m)         4782.57   (f) ADJ UNCH    2 0
 OY0150
 OY0150.Superseded values are not recommended for survey control.
 OY0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0150.See file dsdata.txt to determine how the superseded data were derived.
 OY0150
 OY0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP159437(NAD 83)
 OY0150_MARKER: DB = BENCH MARK DISK
 OY0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0150_SP_SET: CANAL
 OY0150_STAMPING: D 292 1945
 OY0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0150
 OY0150  HISTORY     - Date     Condition        Report By
 OY0150  HISTORY     - 1945     MONUMENTED       CGS
 OY0150  HISTORY     - 1964     MARK NOT FOUND   USGS
 OY0150
 OY0150                          STATION DESCRIPTION
 OY0150
 OY0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OY0150'5.5 MI NE FROM ROBERTS.
 OY0150'3.0 MILES EAST ALONG STATE HIGHWAY NO. 48 FROM THE STATION AT ROBERTS,
 OY0150'THENCE 1.5 MILES NORTH, 1.0 MILE EAST, SET IN THE SOUTHEAST QUARTER OF
 OY0150'PUBLIC ROAD CROSSING, IN THE NORTH CORNER OF THE EAST HEADWALL OF
 OY0150'IRRIGATION CANAL, 48 FEET SOUTH OF CENTER-LINE OF EAST-WEST ROAD, 17
 OY0150'FEET EAST OF CENTER-LINE OF NORTH-SOUTH ROAD, 1.5 FEET SOUTHWEST OF
 OY0150'THE NORTHEAST END OF WINGWALL.  IRON BENCH MARK DISK.
 OY0150
 OY0150                          STATION RECOVERY (1964)
 OY0150
 OY0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OY0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0459 ***********************************************************************
 OH0459  DESIGNATION -  D 294
 OH0459  PID         -  OH0459
 OH0459  STATE/COUNTY-  ID/OWYHEE
 OH0459  USGS QUAD   -  MARSING (1971)
 OH0459
 OH0459                         *CURRENT SURVEY CONTROL
 OH0459  ___________________________________________________________________
 OH0459* NAD 83(1986)-  43 32 10.     (N)    116 47 37.     (W)     SCALED    
 OH0459* NAVD 88     -       683.024  (meters)    2240.89   (feet)  ADJUSTED  
 OH0459  ___________________________________________________________________
 OH0459  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 OH0459  DYNAMIC HT  -         682.779 (meters)    2240.08  (feet)  COMP
 OH0459  MODELED GRAV-     980,238.1   (mgal)                       NAVD 88
 OH0459
 OH0459  VERT ORDER  -  SECOND    CLASS 0
 OH0459
 OH0459.The horizontal coordinates were scaled from a topographic map and have
 OH0459.an estimated accuracy of +/- 6 seconds.
 OH0459
 OH0459.The orthometric height was determined by differential leveling
 OH0459.and adjusted by the National Geodetic Survey in June 1991..
 OH0459
 OH0459.The geoid height was determined by GEOID03.
 OH0459
 OH0459.The dynamic height is computed by dividing the NAVD 88
 OH0459.geopotential number by the normal gravity value computed on the
 OH0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0459.degrees latitude (g = 980.6199 gals.).
 OH0459
 OH0459.The modeled gravity was interpolated from observed gravity values.
 OH0459
 OH0459;                    North         East    Units  Estimated Accuracy
 OH0459;SPC ID W     -   208,180.      715,650.      MT  (+/- 180 meters Scaled)
 OH0459
 OH0459                          SUPERSEDED SURVEY CONTROL
 OH0459
 OH0459  NGVD 29 (??/??/92)  682.084  (m)         2237.80   (f) ADJ UNCH    2 0
 OH0459
 OH0459.Superseded values are not recommended for survey control.
 OH0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0459.See file dsdata.txt to determine how the superseded data were derived.
 OH0459
 OH0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ166203(NAD 83)
 OH0459_MARKER: DB = BENCH MARK DISK
 OH0459_SETTING: 0 = UNSPECIFIED SETTING
 OH0459_STAMPING: D 294 1944
 OH0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0459
 OH0459  HISTORY     - Date     Condition        Report By
 OH0459  HISTORY     - 1944     MONUMENTED       CGS
 OH0459  HISTORY     - 1958     GOOD             USGS
 OH0459
 OH0459                          STATION DESCRIPTION
 OH0459
 OH0459'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OH0459'0.95 MI E FROM MARSING.
 OH0459'9 MILES SOUTHEAST OF THE RAILROAD STATION AT MARSING, OWYHEE COUNTY,
 OH0459'ALONG THE ROAD TO THE PUMPING PLANT, 26.5 FEET NORTHEAST OF THE
 OH0459'CENTERLINE OF THE ROAD, AND 14 FEET NORTH OF THE CENTERLINE OF A LANE
 OH0459'GOING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0369 ***********************************************************************
 OH0369  DESIGNATION -  D 295
 OH0369  PID         -  OH0369
 OH0369  STATE/COUNTY-  ID/OWYHEE
 OH0369  USGS QUAD   -  WALTERS BUTTE (1992)
 OH0369
 OH0369                         *CURRENT SURVEY CONTROL
 OH0369  ___________________________________________________________________
 OH0369* NAD 83(1986)-  43 18 24.     (N)    116 35 01.     (W)     SCALED    
 OH0369* NAVD 88     -       696.955  (meters)    2286.59   (feet)  ADJUSTED  
 OH0369  ___________________________________________________________________
 OH0369  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 OH0369  DYNAMIC HT  -         696.687 (meters)    2285.71  (feet)  COMP
 OH0369  MODELED GRAV-     980,213.9   (mgal)                       NAVD 88
 OH0369
 OH0369  VERT ORDER  -  SECOND    CLASS 0
 OH0369
 OH0369.The horizontal coordinates were scaled from a topographic map and have
 OH0369.an estimated accuracy of +/- 6 seconds.
 OH0369
 OH0369.The orthometric height was determined by differential leveling
 OH0369.and adjusted by the National Geodetic Survey in June 1991..
 OH0369
 OH0369.The geoid height was determined by GEOID03.
 OH0369
 OH0369.The dynamic height is computed by dividing the NAVD 88
 OH0369.geopotential number by the normal gravity value computed on the
 OH0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0369.degrees latitude (g = 980.6199 gals.).
 OH0369
 OH0369.The modeled gravity was interpolated from observed gravity values.
 OH0369
 OH0369;                    North         East    Units  Estimated Accuracy
 OH0369;SPC ID W     -   182,500.      732,370.      MT  (+/- 180 meters Scaled)
 OH0369
 OH0369                          SUPERSEDED SURVEY CONTROL
 OH0369
 OH0369  NGVD 29 (??/??/92)  696.037  (m)         2283.58   (f) ADJ UNCH    2 0
 OH0369
 OH0369.Superseded values are not recommended for survey control.
 OH0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0369.See file dsdata.txt to determine how the superseded data were derived.
 OH0369
 OH0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH337949(NAD 83)
 OH0369_MARKER: DB = BENCH MARK DISK
 OH0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0369_STAMPING: D 295 1944
 OH0369_MARK LOGO: CGS   
 OH0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0369+STABILITY: SURFACE MOTION
 OH0369
 OH0369  HISTORY     - Date     Condition        Report By
 OH0369  HISTORY     - 1944     MONUMENTED       CGS
 OH0369  HISTORY     - 19990524 GOOD             IDTD
 OH0369
 OH0369                          STATION DESCRIPTION
 OH0369
 OH0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0369'3.1 MI S FROM WALTERS FERRY.
 OH0369'3.1 MILES SOUTH OF THE SNAKE RIVER BRIDGE AT WALTERS FERRY, OWYHEE
 OH0369'COUNTY, ALONG THE HIGHWAY TO MURPHY, 1.0 MILE NORTH OF A SCHOOL, 200
 OH0369'YARDS SOUTHWEST OF AN ABANDONED CONCRETE BUILDING ON THE RIVER BANK,
 OH0369'0.1 MILE SOUTH OF A FENCE CORNER AND 41.5 FEET EAST OF THE CENTERLINE
 OH0369'OF THE ROAD.  A STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 OH0369'2 FEET BELOW THE ROAD.
 OH0369
 OH0369                          STATION RECOVERY (1999)
 OH0369
 OH0369'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 OH0369'THIS MARK WAS RECOVERED IN GOOD CONDITION AND THE SKY IS CLEAR FOR
 OH0369'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0295 ***********************************************************************
 OH0295  DESIGNATION -  D 296
 OH0295  PID         -  OH0295
 OH0295  STATE/COUNTY-  ID/OWYHEE
 OH0295  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0295
 OH0295                         *CURRENT SURVEY CONTROL
 OH0295  ___________________________________________________________________
 OH0295* NAD 83(1986)-  43 07 13.     (N)    116 18 30.     (W)     SCALED    
 OH0295* NAVD 88     -       715.414  (meters)    2347.15   (feet)  ADJUSTED  
 OH0295  ___________________________________________________________________
 OH0295  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 OH0295  DYNAMIC HT  -         715.131 (meters)    2346.23  (feet)  COMP
 OH0295  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 OH0295
 OH0295  VERT ORDER  -  SECOND    CLASS 0
 OH0295
 OH0295.The horizontal coordinates were scaled from a topographic map and have
 OH0295.an estimated accuracy of +/- 6 seconds.
 OH0295
 OH0295.The orthometric height was determined by differential leveling
 OH0295.and adjusted by the National Geodetic Survey in June 1991..
 OH0295
 OH0295.The geoid height was determined by GEOID03.
 OH0295
 OH0295.The dynamic height is computed by dividing the NAVD 88
 OH0295.geopotential number by the normal gravity value computed on the
 OH0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0295.degrees latitude (g = 980.6199 gals.).
 OH0295
 OH0295.The modeled gravity was interpolated from observed gravity values.
 OH0295
 OH0295;                    North         East    Units  Estimated Accuracy
 OH0295;SPC ID W     -   161,610.      754,570.      MT  (+/- 180 meters Scaled)
 OH0295
 OH0295                          SUPERSEDED SURVEY CONTROL
 OH0295
 OH0295  NGVD 29 (??/??/92)  714.519  (m)         2344.22   (f) ADJ UNCH    2 0
 OH0295
 OH0295.Superseded values are not recommended for survey control.
 OH0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0295.See file dsdata.txt to determine how the superseded data were derived.
 OH0295
 OH0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH562744(NAD 83)
 OH0295_MARKER: DB = BENCH MARK DISK
 OH0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0295_STAMPING: D 296 1944
 OH0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0295+STABILITY: SURFACE MOTION
 OH0295
 OH0295  HISTORY     - Date     Condition        Report By
 OH0295  HISTORY     - 1944     MONUMENTED       CGS
 OH0295
 OH0295                          STATION DESCRIPTION
 OH0295
 OH0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0295'10.5 MI SE FROM SWAN FALLS DAM.
 OH0295'10.5 MILES SOUTHEAST OF THE DAM AT SWAN FALLS DAM, ADA COUNTY, IN THE
 OH0295'CANYON ALONG THE SOUTHWEST BANK OF SNAKE RIVER, 19.2 MILES NORTHWEST
 OH0295'OF THE SNAKE RIVER BRIDGE AT GRAND VIEW, IN A LARGE FLAT AREA, 0.6
 OH0295'MILE NORTHWEST OF A WHITE RANCH HOUSE ON THE SOUTHWEST BANK OF SNAKE
 OH0295'RIVER, 150 YARDS EAST OF A FENCE CORNER, 120 YARDS WEST OF THE RIVER
 OH0295'BANK, 1 FOOT SOUTH OF A FENCE, AND 2.7 FEET EAST OF A 4 X 4 INCH WHITE
 OH0295'WOODEN POST.  A STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 OH0295'1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0698 ***********************************************************************
 NV0698  DESIGNATION -  D 297
 NV0698  PID         -  NV0698
 NV0698  STATE/COUNTY-  ID/OWYHEE
 NV0698  USGS QUAD   -  C J STRIKE DAM (1992)
 NV0698
 NV0698                         *CURRENT SURVEY CONTROL
 NV0698  ___________________________________________________________________
 NV0698* NAD 83(1986)-  42 58 37.     (N)    115 57 55.     (W)     SCALED    
 NV0698* NAVD 88     -       729.576  (meters)    2393.62   (feet)  ADJUSTED  
 NV0698  ___________________________________________________________________
 NV0698  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 NV0698  DYNAMIC HT  -         729.260 (meters)    2392.58  (feet)  COMP
 NV0698  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 NV0698
 NV0698  VERT ORDER  -  SECOND    CLASS 0
 NV0698
 NV0698.The horizontal coordinates were scaled from a topographic map and have
 NV0698.an estimated accuracy of +/- 6 seconds.
 NV0698
 NV0698.The orthometric height was determined by differential leveling
 NV0698.and adjusted by the National Geodetic Survey in June 1991..
 NV0698
 NV0698.The geoid height was determined by GEOID03.
 NV0698
 NV0698.The dynamic height is computed by dividing the NAVD 88
 NV0698.geopotential number by the normal gravity value computed on the
 NV0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0698.degrees latitude (g = 980.6199 gals.).
 NV0698
 NV0698.The modeled gravity was interpolated from observed gravity values.
 NV0698
 NV0698;                    North         East    Units  Estimated Accuracy
 NV0698;SPC ID W     -   145,560.      782,440.      MT  (+/- 180 meters Scaled)
 NV0698
 NV0698                          SUPERSEDED SURVEY CONTROL
 NV0698
 NV0698  NGVD 29 (??/??/92)  728.701  (m)         2390.75   (f) ADJ UNCH    2 0
 NV0698
 NV0698.Superseded values are not recommended for survey control.
 NV0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0698.See file dsdata.txt to determine how the superseded data were derived.
 NV0698
 NV0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH843587(NAD 83)
 NV0698_MARKER: DB = BENCH MARK DISK
 NV0698_SETTING: 0 = UNSPECIFIED SETTING
 NV0698_STAMPING: D 297 1944
 NV0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0698
 NV0698  HISTORY     - Date     Condition        Report By
 NV0698  HISTORY     - 1944     MONUMENTED       CGS
 NV0698
 NV0698                          STATION DESCRIPTION
 NV0698
 NV0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NV0698'11.1 MI E FROM GRANDVIEW.
 NV0698'ALONG A DIRT TRACK ROAD LEADING UP THE SNAKE RIVER CANYON FROM A RANCH
 NV0698'AND A FORD IN THE BRUNEAU RIVER.  TO REACH FROM THE SNAKE RIVER BRIDGE
 NV0698'AT GRANDVIEW, FOLLOW THE GRANDVIEW TO BRUNEAU HIGHWAY FOR 8.2 MILES TO
 NV0698'A Y ROAD INTERSECTION.  TAKE LEFT FORK NORTHERLY TO A RANCH. CONTINUE
 NV0698'NORTH ALONG THE WEST SIDE OF THE RANCH TO THE BRUNEAU RIVER. FORD THE
 NV0698'BRUNEAU RIVER AND CONTINUE NORTHERLY AROUND A FIELD, FOLLOWING THE
 NV0698'ROAD UP THE CANYON TOWARD THE SNAKE RIVER FOR 2.9 MILES TO THE END OF
 NV0698'THE TRACK ROAD, AND THE BENCH MARK.  AT THE NORTH END OF A FLAT. 60
 NV0698'YARDS SOUTH OF THE BASE OF A SMALL PEAKED ROCKY KNOLL. 9 YARDS
 NV0698'SOUTHWEST OF A WASH.  41 YARDS SOUTH OF THE MOUTH OF A DRY WASH. 36
 NV0698'FEET SOUTHEAST OF THE CENTER LINE OF AN OLD TRACK ROAD.  6 INCHES
 NV0698'ABOVE THE GROUND.  3 FEET NORTHWEST OF A 4 INCH BY 4 INCH WHITE WOODEN
 NV0698'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0723 ***********************************************************************
 NV0723  DESIGNATION -  D 298
 NV0723  PID         -  NV0723
 NV0723  STATE/COUNTY-  ID/ELMORE
 NV0723  USGS QUAD   -  BRUNEAU DUNES (1992)
 NV0723
 NV0723                         *CURRENT SURVEY CONTROL
 NV0723  ___________________________________________________________________
 NV0723* NAD 83(1986)-  42 57 26.     (N)    115 37 38.     (W)     SCALED    
 NV0723* NAVD 88     -       753.021  (meters)    2470.54   (feet)  ADJUSTED  
 NV0723  ___________________________________________________________________
 NV0723  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 NV0723  DYNAMIC HT  -         752.704 (meters)    2469.50  (feet)  COMP
 NV0723  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 NV0723
 NV0723  VERT ORDER  -  SECOND    CLASS 0
 NV0723
 NV0723.The horizontal coordinates were scaled from a topographic map and have
 NV0723.an estimated accuracy of +/- 6 seconds.
 NV0723
 NV0723.The orthometric height was determined by differential leveling
 NV0723.and adjusted by the National Geodetic Survey in June 1991..
 NV0723
 NV0723.The geoid height was determined by GEOID03.
 NV0723
 NV0723.The dynamic height is computed by dividing the NAVD 88
 NV0723.geopotential number by the normal gravity value computed on the
 NV0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0723.degrees latitude (g = 980.6199 gals.).
 NV0723
 NV0723.The modeled gravity was interpolated from observed gravity values.
 NV0723
 NV0723;                    North         East    Units  Estimated Accuracy
 NV0723;SPC ID W     -   143,350.      810,020.      MT  (+/- 180 meters Scaled)
 NV0723
 NV0723                          SUPERSEDED SURVEY CONTROL
 NV0723
 NV0723  NGVD 29 (??/??/92)  752.189  (m)         2467.81   (f) ADJ UNCH    2 0
 NV0723
 NV0723.Superseded values are not recommended for survey control.
 NV0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0723.See file dsdata.txt to determine how the superseded data were derived.
 NV0723
 NV0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH119569(NAD 83)
 NV0723_MARKER: DB = BENCH MARK DISK
 NV0723_SETTING: 80 = SET IN A BOULDER
 NV0723_SP_SET: BOULDER
 NV0723_STAMPING: D 298 1945
 NV0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0723+STABILITY: SURFACE MOTION
 NV0723
 NV0723  HISTORY     - Date     Condition        Report By
 NV0723  HISTORY     - 1945     MONUMENTED       CGS
 NV0723
 NV0723                          STATION DESCRIPTION
 NV0723
 NV0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0723'10.1 MI W FROM HAMMETT.
 NV0723'10.1 MILES WEST OF THE STATION AT HAMMETT, ELMORE COUNTY, IN A DEEP
 NV0723'CANYON ALONG THE NORTH BANK OF SNAKE RIVER (INACCESSIBLE BY TRUCK),
 NV0723'7.1 MILES EAST OF THE SNAKE RIVER BRIDGE NORTH OF BRUNEAU, 5.9 MILES
 NV0723'WEST OF THE SNAKE RIVER BRIDGE WHICH IS 4 MILES SOUTHWEST OF HAMMETT,
 NV0723'500 YARDS SOUTHWEST OF A BREAK IN CANYON RIMROCK, 350 YARDS WEST OF A
 NV0723'ROCK WASH COMING FROM ABOVE MENTIONED BREAK IN THE RIMROCK, 30 FEET
 NV0723'NORTH OF THE PRESENT WATERS EDGE OF THE RIVER AND 10 FEET NORTH OF A
 NV0723'SHARP DROP DOWN TO THE RIVER.  A STANDARD BRONZE DISK SET IN THE TOP
 NV0723'OF A 1 X 1 FOOT ROCK BOULDER PROJECTING 1 FOOT ON ONE SIDE AND FLUSH
 NV0723'WITH THE GROUND ON THE OTHER.  A WHITE BM PAINTED ON THE FACE OF THE
 NV0723'BOULDER, WHITE ARROWS PAINTED ON THE SURROUNDING ROCKS AND POINTING TO
 NV0723'THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0395 ***********************************************************************
 NV0395  DESIGNATION -  D 299
 NV0395  PID         -  NV0395
 NV0395  STATE/COUNTY-  ID/GOODING
 NV0395  USGS QUAD   -  HAGERMAN (1992)
 NV0395
 NV0395                         *CURRENT SURVEY CONTROL
 NV0395  ___________________________________________________________________
 NV0395* NAD 83(1986)-  42 47 46.     (N)    114 55 41.     (W)     SCALED    
 NV0395* NAVD 88     -       875.885  (meters)    2873.63   (feet)  ADJUSTED  
 NV0395  ___________________________________________________________________
 NV0395  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 NV0395  DYNAMIC HT  -         875.480 (meters)    2872.30  (feet)  COMP
 NV0395  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 NV0395
 NV0395  VERT ORDER  -  SECOND    CLASS 0
 NV0395
 NV0395.The horizontal coordinates were scaled from a topographic map and have
 NV0395.an estimated accuracy of +/- 6 seconds.
 NV0395
 NV0395.The orthometric height was determined by differential leveling
 NV0395.and adjusted by the National Geodetic Survey in June 1991..
 NV0395
 NV0395.The geoid height was determined by GEOID03.
 NV0395
 NV0395.The dynamic height is computed by dividing the NAVD 88
 NV0395.geopotential number by the normal gravity value computed on the
 NV0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0395.degrees latitude (g = 980.6199 gals.).
 NV0395
 NV0395.The modeled gravity was interpolated from observed gravity values.
 NV0395
 NV0395;                    North         East    Units  Estimated Accuracy
 NV0395;SPC ID C     -   125,870.      424,080.      MT  (+/- 180 meters Scaled)
 NV0395
 NV0395                          SUPERSEDED SURVEY CONTROL
 NV0395
 NV0395  NGVD 29 (??/??/92)  875.064  (m)         2870.94   (f) ADJ UNCH    2 0
 NV0395
 NV0395.Superseded values are not recommended for survey control.
 NV0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0395.See file dsdata.txt to determine how the superseded data were derived.
 NV0395
 NV0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH694402(NAD 83)
 NV0395_MARKER: DB = BENCH MARK DISK
 NV0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0395_SP_SET: CULVERT
 NV0395_STAMPING: D 299 1945
 NV0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0395
 NV0395  HISTORY     - Date     Condition        Report By
 NV0395  HISTORY     - 1945     MONUMENTED       CGS
 NV0395
 NV0395                          STATION DESCRIPTION
 NV0395
 NV0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0395'2.6 MI SW FROM HAGERMAN.
 NV0395'2.9 MILES SOUTHWEST OF THE POST OFFICE BY ROAD.  ALONG A DIRT FARM
 NV0395'ROAD.  TO REACH FROM THE POST OFFICE AT HAGERMAN, FOLLOW HIGHWAY U.S.
 NV0395'30 SOUTH FOR 0.3 MILE TO A CROSSROADS.  TURN WEST AT CROSSROADS AND
 NV0395'FOLLOW GRAVELED ROAD FOR 1.0 MILE TO A Y INTERSECTION.  TAKE THE LEFT
 NV0395'FORK SOUTH FOR 1.0 MILE TO A T ROAD INTERSECTION AT A WHITE BUNGALOW.
 NV0395'TURN WEST AT THE T ROAD INTERSECTION AND FOLLOW A FARM ROAD FOR 0.6
 NV0395'MILE TO A RANCH AND THE BENCH MARK.  AT A T ROAD INTERSECTION AT A
 NV0395'FARM HOUSE, NEAR THE SOUTHWEST CORNER OF A FIELD.  27 YARDS NORTHEAST
 NV0395'OF THE NORTHEAST CORNER OF THE WHITE FARM HOUSE.  28 FEET EAST OF A
 NV0395'TRACK ROAD NORTH.  7.3 FEET NORTH OF THE CENTER-LINE OF THE MAIN FARM
 NV0395'ROAD.  ON TOP OF THE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 NV0395'CULVERT.  LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0083 ***********************************************************************
 NU0083  DESIGNATION -  D 3 RESET
 NU0083  PID         -  NU0083
 NU0083  STATE/COUNTY-  ID/BANNOCK
 NU0083  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0083
 NU0083                         *CURRENT SURVEY CONTROL
 NU0083  ___________________________________________________________________
 NU0083* NAD 83(1986)-  42 52 02.     (N)    112 26 38.     (W)     SCALED    
 NU0083* NAVD 88     -      1361.861  (meters)    4468.04   (feet)  ADJUSTED  
 NU0083  ___________________________________________________________________
 NU0083  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NU0083  DYNAMIC HT  -        1361.090 (meters)    4465.51  (feet)  COMP
 NU0083  MODELED GRAV-     980,007.3   (mgal)                       NAVD 88
 NU0083
 NU0083  VERT ORDER  -  FIRST     CLASS I
 NU0083
 NU0083.The horizontal coordinates were scaled from a topographic map and have
 NU0083.an estimated accuracy of +/- 6 seconds.
 NU0083
 NU0083.The orthometric height was determined by differential leveling
 NU0083.and adjusted by the National Geodetic Survey in June 1991..
 NU0083
 NU0083.The geoid height was determined by GEOID03.
 NU0083
 NU0083.The dynamic height is computed by dividing the NAVD 88
 NU0083.geopotential number by the normal gravity value computed on the
 NU0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0083.degrees latitude (g = 980.6199 gals.).
 NU0083
 NU0083.The modeled gravity was interpolated from observed gravity values.
 NU0083
 NU0083;                    North         East    Units  Estimated Accuracy
 NU0083;SPC ID E     -   133,390.      177,350.      MT  (+/- 180 meters Scaled)
 NU0083
 NU0083                          SUPERSEDED SURVEY CONTROL
 NU0083
 NU0083  NGVD 29 (??/??/92) 1360.82   (m)         4464.6    (f) COMPUTED    1 1
 NU0083
 NU0083.Superseded values are not recommended for survey control.
 NU0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0083.See file dsdata.txt to determine how the superseded data were derived.
 NU0083
 NU0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN820470(NAD 83)
 NU0083_MARKER: P = PIPE CAP
 NU0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0083_SP_SET: PORCH
 NU0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0083
 NU0083  HISTORY     - Date     Condition        Report By
 NU0083  HISTORY     - 1954     MONUMENTED       LOCENG
 NU0083  HISTORY     - 1967     GOOD             NGS
 NU0083  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0083
 NU0083                          STATION DESCRIPTION
 NU0083
 NU0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0083'IN POCATELLO.
 NU0083'AT POCATELLO, AT THE JUNCTION OF NORTH 5TH AVENUE AND EAST CLARK
 NU0083'STREET, IN THE TOP OF THE EAST CORNER OF A CONCRETE PORCH AT THE
 NU0083'SOUTHWEST ENTRANCE TO THE BANNOCK COUNTY JAIL, 225 FEET NORTHEAST OF
 NU0083'THE CENTER LINE OF THE AVENUE, 134 FEET SOUTHEAST OF THE CENTER LINE
 NU0083'OF THE STREET, 8 FEET SOUTHEAST OF THE CENTER OF THE DOOR, 0.6 FOOT
 NU0083'NORTHWEST OF THE SOUTHEAST EDGE OF THE PORCH, 0.5 FOOT SOUTHWEST OF
 NU0083'THE SOUTHWEST FACE OF THE BUILDING, AND ABOUT 1 1/2 FEET HIGHER THAN
 NU0083'THE PAVED PARKING LOT SURFACE.
 NU0083
 NU0083                          STATION RECOVERY (1983)
 NU0083
 NU0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0083'THERE IS A NEW BUILDING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1148 ***********************************************************************
 NU1148  DESIGNATION -  D 30
 NU1148  PID         -  NU1148
 NU1148  STATE/COUNTY-  ID/CASSIA
 NU1148  USGS QUAD   -  BURLEY SE (1978)
 NU1148
 NU1148                         *CURRENT SURVEY CONTROL
 NU1148  ___________________________________________________________________
 NU1148* NAD 83(1986)-  42 31 13.     (N)    113 48 49.     (W)     SCALED    
 NU1148* NAVD 88     -      1277.844  (meters)    4192.39   (feet)  ADJUSTED  
 NU1148  ___________________________________________________________________
 NU1148  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 NU1148  DYNAMIC HT  -        1277.110 (meters)    4189.99  (feet)  COMP
 NU1148  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 NU1148
 NU1148  VERT ORDER  -  FIRST     CLASS II
 NU1148
 NU1148.The horizontal coordinates were scaled from a topographic map and have
 NU1148.an estimated accuracy of +/- 6 seconds.
 NU1148
 NU1148.The orthometric height was determined by differential leveling
 NU1148.and adjusted by the National Geodetic Survey in June 1991..
 NU1148
 NU1148.The geoid height was determined by GEOID03.
 NU1148
 NU1148.The dynamic height is computed by dividing the NAVD 88
 NU1148.geopotential number by the normal gravity value computed on the
 NU1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1148.degrees latitude (g = 980.6199 gals.).
 NU1148
 NU1148.The modeled gravity was interpolated from observed gravity values.
 NU1148
 NU1148;                    North         East    Units  Estimated Accuracy
 NU1148;SPC ID C     -    94,830.      515,320.      MT  (+/- 180 meters Scaled)
 NU1148
 NU1148                          SUPERSEDED SURVEY CONTROL
 NU1148
 NU1148  NGVD 29 (??/??/92) 1276.882  (m)         4189.24   (f) ADJ UNCH    1 2
 NU1148
 NU1148.Superseded values are not recommended for survey control.
 NU1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1148.See file dsdata.txt to determine how the superseded data were derived.
 NU1148
 NU1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN688113(NAD 83)
 NU1148_MARKER: DB = BENCH MARK DISK
 NU1148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU1148_SP_SET: WALL
 NU1148_STAMPING: D 30 1934
 NU1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1148
 NU1148  HISTORY     - Date     Condition        Report By
 NU1148  HISTORY     - 1934     MONUMENTED       CGS
 NU1148
 NU1148                          STATION DESCRIPTION
 NU1148
 NU1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU1148'2.7 MI S FROM BURLEY.
 NU1148'2.7 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 NU1148'AT BURLEY, CASSIA COUNTY, 700 FEET NORTH OF MILEPOST 2, 72 FEET SOUTH
 NU1148'OF MILEAGE 1.86, 163 FEET SOUTH OF A COUNTY-ROAD CROSSING, AT AN
 NU1148'IRRIGATION CANAL CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE
 NU1148'PARAPET WALL, AND 7 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 NU1148'STANDARD DISK, STAMPED D 30 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0386 ***********************************************************************
 NV0386  DESIGNATION -  D 300 RESET
 NV0386  PID         -  NV0386
 NV0386  STATE/COUNTY-  ID/GOODING
 NV0386  USGS QUAD   -  HAGERMAN (1992)
 NV0386
 NV0386                         *CURRENT SURVEY CONTROL
 NV0386  ___________________________________________________________________
 NV0386* NAD 83(1986)-  42 50 28.     (N)    114 54 13.     (W)     SCALED    
 NV0386* NAVD 88     -       855.93   (meters)    2808.2    (feet)  RESET     
 NV0386  ___________________________________________________________________
 NV0386  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 NV0386
 NV0386  VERT ORDER  -  THIRD
 NV0386
 NV0386.The horizontal coordinates were scaled from a topographic map and have
 NV0386.an estimated accuracy of +/- 6 seconds.
 NV0386
 NV0386.The orthometric height was computed from unverified reset data.
 NV0386
 NV0386.The geoid height was determined by GEOID03.
 NV0386
 NV0386;                    North         East    Units  Estimated Accuracy
 NV0386;SPC ID C     -   130,840.      426,130.      MT  (+/- 180 meters Scaled)
 NV0386
 NV0386                          SUPERSEDED SURVEY CONTROL
 NV0386
 NV0386.No superseded survey control is available for this station.
 NV0386
 NV0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH713453(NAD 83)
 NV0386_MARKER: DB = BENCH MARK DISK
 NV0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0386_SP_SET: ABUTMENT
 NV0386_STAMPING: D 300 RESET 1948
 NV0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0386
 NV0386  HISTORY     - Date     Condition        Report By
 NV0386  HISTORY     - 1948     MONUMENTED       LOCENG
 NV0386
 NV0386                          STATION DESCRIPTION
 NV0386
 NV0386'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 NV0386'1.6 MI N FROM HAGERMAN.
 NV0386'1.6 MILES NORTH ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 NV0386'HAGERMAN, THENCE ABOUT 0.6 MILE WEST ALONG A CROSS ROAD.  AT THE LOWER
 NV0386'SALMON POWER PLANT OF THE IDAHO POWER CO., IN SECTION 11, T 7 S, R 13
 NV0386'E, BM, 3.7 FEET SOUTH OF THE LINE BETWEEN SECTIONS 2 AND 11, IN THE
 NV0386'EAST ABUTMENT OF THE DAM, ABOUT 61 FEET SOUTH OF A BEND IN THE
 NV0386'ABUTMENT, 7.4 FEET FROM THE DOWNSTREAM FACE, 2.6 FEET IN FROM THE
 NV0386'LEVEL FACE OF THE ABUTMENT, AND AT THE FOOT OF A STAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0113 ***********************************************************************
 QB0113  DESIGNATION -  D 301
 QB0113  PID         -  QB0113
 QB0113  STATE/COUNTY-  ID/ADAMS
 QB0113  USGS QUAD   -  FRUITVALE (1986)
 QB0113
 QB0113                         *CURRENT SURVEY CONTROL
 QB0113  ___________________________________________________________________
 QB0113* NAD 83(1986)-  44 48 23.     (N)    116 30 00.     (W)     SCALED    
 QB0113* NAVD 88     -      1027.202  (meters)    3370.08   (feet)  ADJUSTED  
 QB0113  ___________________________________________________________________
 QB0113  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 QB0113  DYNAMIC HT  -        1026.888 (meters)    3369.05  (feet)  COMP
 QB0113  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 QB0113
 QB0113  VERT ORDER  -  SECOND    CLASS 0
 QB0113
 QB0113.The horizontal coordinates were scaled from a topographic map and have
 QB0113.an estimated accuracy of +/- 6 seconds.
 QB0113
 QB0113.The orthometric height was determined by differential leveling
 QB0113.and adjusted by the National Geodetic Survey in June 1991..
 QB0113
 QB0113.The geoid height was determined by GEOID03.
 QB0113
 QB0113.The dynamic height is computed by dividing the NAVD 88
 QB0113.geopotential number by the normal gravity value computed on the
 QB0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0113.degrees latitude (g = 980.6199 gals.).
 QB0113
 QB0113.The modeled gravity was interpolated from observed gravity values.
 QB0113
 QB0113;                    North         East    Units  Estimated Accuracy
 QB0113;SPC ID W     -   349,070.      740,670.      MT  (+/- 180 meters Scaled)
 QB0113
 QB0113                          SUPERSEDED SURVEY CONTROL
 QB0113
 QB0113  NGVD 29 (??/??/92) 1026.187  (m)         3366.75   (f) ADJ UNCH    2 0
 QB0113
 QB0113.Superseded values are not recommended for survey control.
 QB0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0113.See file dsdata.txt to determine how the superseded data were derived.
 QB0113
 QB0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK395615(NAD 83)
 QB0113_MARKER: DB = BENCH MARK DISK
 QB0113_SETTING: 66 = SET IN ROCK OUTCROP
 QB0113_SP_SET: OUTCROP
 QB0113_STAMPING: D 301 1945
 QB0113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0113+STABILITY: POSITION/ELEVATION WELL
 QB0113
 QB0113  HISTORY     - Date     Condition        Report By
 QB0113  HISTORY     - 1945     MONUMENTED       CGS
 QB0113  HISTORY     - 1983     GOOD             NGS
 QB0113
 QB0113                          STATION DESCRIPTION
 QB0113
 QB0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0113'3.8 MI W FROM FRUITVALE.
 QB0113'ALONG THE FRUITVALE, IDAHO TO HOMESTEAD, OREGON HIGHWAY.  AT A T ROAD
 QB0113'INTERSECTION.  ABOUT ON LINE WITH THE CENTER-LINE OF THE T ROAD TO
 QB0113'FRUITVALE.  27 FEET WEST OF THE CENTER-LINE OF THE MAIN ROAD RUNNING
 QB0113'ABOUT NORTH AND SOUTH.  4 FEET EAST OF A RIGHT-OF-WAY FENCE.  3 FEET
 QB0113'ABOVE THE LEVEL OF THE HIGHWAY.  SET IN A ROCK OUTCROP.
 QB0113
 QB0113                          STATION RECOVERY (1983)
 QB0113
 QB0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0359 ***********************************************************************
 RA0359  DESIGNATION -  D 302
 RA0359  PID         -  RA0359
 RA0359  STATE/COUNTY-  ID/ADAMS
 RA0359  USGS QUAD   -  CUPRUM (1990)
 RA0359
 RA0359                         *CURRENT SURVEY CONTROL
 RA0359  ___________________________________________________________________
 RA0359* NAD 83(1986)-  45 02 06.     (N)    116 42 10.     (W)     SCALED    
 RA0359* NAVD 88     -      1486.410  (meters)    4876.66   (feet)  ADJUSTED  
 RA0359  ___________________________________________________________________
 RA0359  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA0359  DYNAMIC HT  -        1485.905 (meters)    4875.01  (feet)  COMP
 RA0359  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 RA0359
 RA0359  VERT ORDER  -  SECOND    CLASS 0
 RA0359
 RA0359.The horizontal coordinates were scaled from a topographic map and have
 RA0359.an estimated accuracy of +/- 6 seconds.
 RA0359
 RA0359.The orthometric height was determined by differential leveling
 RA0359.and adjusted by the National Geodetic Survey in June 1991..
 RA0359
 RA0359.The geoid height was determined by GEOID03.
 RA0359
 RA0359.The dynamic height is computed by dividing the NAVD 88
 RA0359.geopotential number by the normal gravity value computed on the
 RA0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0359.degrees latitude (g = 980.6199 gals.).
 RA0359
 RA0359.The modeled gravity was interpolated from observed gravity values.
 RA0359
 RA0359;                    North         East    Units  Estimated Accuracy
 RA0359;SPC ID W     -   374,640.      724,930.      MT  (+/- 180 meters Scaled)
 RA0359
 RA0359                          SUPERSEDED SURVEY CONTROL
 RA0359
 RA0359  NGVD 29 (??/??/92) 1485.311  (m)         4873.06   (f) ADJ UNCH    2 0
 RA0359
 RA0359.Superseded values are not recommended for survey control.
 RA0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0359.See file dsdata.txt to determine how the superseded data were derived.
 RA0359
 RA0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK234868(NAD 83)
 RA0359_MARKER: DB = BENCH MARK DISK
 RA0359_SETTING: 80 = SET IN A BOULDER
 RA0359_SP_SET: BOULDER
 RA0359_STAMPING: D 302 1945
 RA0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0359+STABILITY: SURFACE MOTION
 RA0359
 RA0359  HISTORY     - Date     Condition        Report By
 RA0359  HISTORY     - 1945     MONUMENTED       CGS
 RA0359
 RA0359                          STATION DESCRIPTION
 RA0359
 RA0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0359'30.5 MI NW FROM FRUITVALE.
 RA0359'30.5 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 RA0359'IDAHO TO HOMESTEAD, OREGON HIGHWAY.  2.1 MILES NORTHWEST OF THE T ROAD
 RA0359'JUNCTION OF THE ROAD TO BEAR AND THE ROAD TO CUPRUM AND HOMESTEAD. 30
 RA0359'FEET SOUTHEAST OF A LARGE PINE TREE.  16 FEET SOUTH OF THE CENTER-LINE
 RA0359'OF THE ROAD.  SET IN A LARGE BOULDER ABOUT 5 FEET ABOVE THE ROAD AND 2
 RA0359'FEET ABOVE THE GROUND.  A WHITE BM IS PAINTED ON THE FACE OF THE
 RA0359'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0254 ***********************************************************************
 QZ0254  DESIGNATION -  D 303
 QZ0254  PID         -  QZ0254
 QZ0254  STATE/COUNTY-  ID/IDAHO
 QZ0254  USGS QUAD   -  TRAPPER CREEK (1995)
 QZ0254
 QZ0254                         *CURRENT SURVEY CONTROL
 QZ0254  ___________________________________________________________________
 QZ0254* NAD 83(1986)-  45 43 17.     (N)    115 22 29.     (W)     SCALED    
 QZ0254* NAVD 88     -      1306.567  (meters)    4286.63   (feet)  ADJUSTED  
 QZ0254  ___________________________________________________________________
 QZ0254  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 QZ0254  DYNAMIC HT  -        1306.149 (meters)    4285.26  (feet)  COMP
 QZ0254  MODELED GRAV-     980,251.4   (mgal)                       NAVD 88
 QZ0254
 QZ0254  VERT ORDER  -  FIRST     CLASS II
 QZ0254
 QZ0254.The horizontal coordinates were scaled from a topographic map and have
 QZ0254.an estimated accuracy of +/- 6 seconds.
 QZ0254
 QZ0254.The orthometric height was determined by differential leveling
 QZ0254.and adjusted by the National Geodetic Survey in June 1991..
 QZ0254
 QZ0254.The geoid height was determined by GEOID03.
 QZ0254
 QZ0254.The dynamic height is computed by dividing the NAVD 88
 QZ0254.geopotential number by the normal gravity value computed on the
 QZ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0254.degrees latitude (g = 980.6199 gals.).
 QZ0254
 QZ0254.The modeled gravity was interpolated from observed gravity values.
 QZ0254
 QZ0254;                    North         East    Units  Estimated Accuracy
 QZ0254;SPC ID W     -   450,540.      829,210.      MT  (+/- 180 meters Scaled)
 QZ0254
 QZ0254                          SUPERSEDED SURVEY CONTROL
 QZ0254
 QZ0254  NGVD 29 (??/??/92) 1305.448  (m)         4282.96   (f) ADJ UNCH    1 2
 QZ0254
 QZ0254.Superseded values are not recommended for survey control.
 QZ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0254.See file dsdata.txt to determine how the superseded data were derived.
 QZ0254
 QZ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL264643(NAD 83)
 QZ0254_MARKER: DB = BENCH MARK DISK
 QZ0254_SETTING: 80 = SET IN A BOULDER
 QZ0254_SP_SET: BOULDER
 QZ0254_STAMPING: D 303 1945
 QZ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0254+STABILITY: SURFACE MOTION
 QZ0254
 QZ0254  HISTORY     - Date     Condition        Report By
 QZ0254  HISTORY     - 1945     MONUMENTED       CGS
 QZ0254  HISTORY     - 1965     MARK NOT FOUND   USGS
 QZ0254
 QZ0254                          STATION DESCRIPTION
 QZ0254
 QZ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0254'10.3 MI SE FROM ELK CITY.
 QZ0254'10.3 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE RED RIVER
 QZ0254'RANGER STATION ROAD.  1.6 MILES SOUTHEAST OF A LOG SCHOOL HOUSE.  ON A
 QZ0254'FLAT STRETCH BETWEEN TWO CURVES.  14.6 FEET EAST OF THE CENTER-LINE OF
 QZ0254'THE ROAD.  5.8 FEET EAST OF A 15 INCH TREE.  ON TOP OF A PROMINENT
 QZ0254'ROCK BOULDER.  4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.  3 FEET ABOVE
 QZ0254'THE GROUND.  A STANDARD BRONZE DISK SET IN A DRILL HOLE.  NOTE-- NEW
 QZ0254'ROAD IN AREA.
 QZ0254
 QZ0254                          STATION RECOVERY (1965)
 QZ0254
 QZ0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QZ0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0300 ***********************************************************************
 QZ0300  DESIGNATION -  D 304
 QZ0300  PID         -  QZ0300
 QZ0300  STATE/COUNTY-  ID/IDAHO
 QZ0300  USGS QUAD   -  TRAPPER CREEK (1995)
 QZ0300
 QZ0300                         *CURRENT SURVEY CONTROL
 QZ0300  ___________________________________________________________________
 QZ0300* NAD 83(1986)-  45 37 57.     (N)    115 19 30.     (W)     SCALED    
 QZ0300* NAVD 88     -      1639.812  (meters)    5379.95   (feet)  ADJUSTED  
 QZ0300  ___________________________________________________________________
 QZ0300  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 QZ0300  DYNAMIC HT  -        1639.158 (meters)    5377.80  (feet)  COMP
 QZ0300  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 QZ0300
 QZ0300  VERT ORDER  -  SECOND    CLASS 0
 QZ0300
 QZ0300.The horizontal coordinates were scaled from a topographic map and have
 QZ0300.an estimated accuracy of +/- 6 seconds.
 QZ0300
 QZ0300.The orthometric height was determined by differential leveling
 QZ0300.and adjusted by the National Geodetic Survey in June 1991..
 QZ0300
 QZ0300.The geoid height was determined by GEOID03.
 QZ0300
 QZ0300.The dynamic height is computed by dividing the NAVD 88
 QZ0300.geopotential number by the normal gravity value computed on the
 QZ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0300.degrees latitude (g = 980.6199 gals.).
 QZ0300
 QZ0300.The modeled gravity was interpolated from observed gravity values.
 QZ0300
 QZ0300;                    North         East    Units  Estimated Accuracy
 QZ0300;SPC ID W     -   440,680.      833,140.      MT  (+/- 180 meters Scaled)
 QZ0300
 QZ0300                          SUPERSEDED SURVEY CONTROL
 QZ0300
 QZ0300  NGVD 29 (??/??/92) 1638.622  (m)         5376.05   (f) ADJ UNCH    2 0
 QZ0300
 QZ0300.Superseded values are not recommended for survey control.
 QZ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0300.See file dsdata.txt to determine how the superseded data were derived.
 QZ0300
 QZ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL305545(NAD 83)
 QZ0300_MARKER: DB = BENCH MARK DISK
 QZ0300_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0300_SP_SET: ROCK OUTCROP
 QZ0300_STAMPING: D 304 1945
 QZ0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0300+STABILITY: POSITION/ELEVATION WELL
 QZ0300
 QZ0300  HISTORY     - Date     Condition        Report By
 QZ0300  HISTORY     - 1945     MONUMENTED       CGS
 QZ0300
 QZ0300                          STATION DESCRIPTION
 QZ0300
 QZ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0300'20.5 MI SE FROM ELK CITY.
 QZ0300'20.5 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE DALE RANCH
 QZ0300'ROAD.  8.5 MILES SOUTH OF THE RED RIVER RANGER STATION.  3.0 MILES
 QZ0300'SOUTHEAST OF JACKS CREEK SUMMIT.  AT THE NORTH END OF A SLIGHT CURVE.
 QZ0300'ON A 6 FOOT EMBANKMENT.  TOP OF A ROCK OUTCROP.  22 FEET EAST OF THE
 QZ0300'CENTER-LINE OF THE ROAD.  18.5 FEET NORTHWEST OF AN IRON SPIKE DRIVEN
 QZ0300'IN THE CENTER OF A 1 FOOT TRIANGULAR BLAZE ON A TREE.  4.5 FEET SOUTH
 QZ0300'OF A 4 INCH BY 4 INCH WHITE WOODEN POST.  1 FOOT ABOVE THE GROUND. 10
 QZ0300'FEET ABOVE THE LEVEL OF THE ROAD.  A WHITE BM PAINTED ON THE FACE OF
 QZ0300'THE OUTCROP.  A STANDARD BRONZE DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0941 ***********************************************************************
 RZ0941  DESIGNATION -  D 305
 RZ0941  PID         -  RZ0941
 RZ0941  STATE/COUNTY-  ID/NEZ PERCE
 RZ0941  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ0941
 RZ0941                         *CURRENT SURVEY CONTROL
 RZ0941  ___________________________________________________________________
 RZ0941* NAD 83(1986)-  46 25 55.     (N)    116 59 09.     (W)     SCALED    
 RZ0941* NAVD 88     -       241.465  (meters)     792.21   (feet)  ADJUSTED  
 RZ0941  ___________________________________________________________________
 RZ0941  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 RZ0941  DYNAMIC HT  -         241.464 (meters)     792.20  (feet)  COMP
 RZ0941  MODELED GRAV-     980,604.0   (mgal)                       NAVD 88
 RZ0941
 RZ0941  VERT ORDER  -  FIRST     CLASS II
 RZ0941
 RZ0941.The horizontal coordinates were scaled from a topographic map and have
 RZ0941.an estimated accuracy of +/- 6 seconds.
 RZ0941
 RZ0941.The orthometric height was determined by differential leveling
 RZ0941.and adjusted by the National Geodetic Survey in June 1991..
 RZ0941
 RZ0941.The geoid height was determined by GEOID03.
 RZ0941
 RZ0941.The dynamic height is computed by dividing the NAVD 88
 RZ0941.geopotential number by the normal gravity value computed on the
 RZ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0941.degrees latitude (g = 980.6199 gals.).
 RZ0941
 RZ0941.The modeled gravity was interpolated from observed gravity values.
 RZ0941
 RZ0941;                    North         East    Units  Estimated Accuracy
 RZ0941;SPC ID W     -   530,190.      705,020.      MT  (+/- 180 meters Scaled)
 RZ0941
 RZ0941                          SUPERSEDED SURVEY CONTROL
 RZ0941
 RZ0941  NGVD 29 (??/??/92)  240.474  (m)          788.96   (f) ADJ UNCH    1 2
 RZ0941
 RZ0941.Superseded values are not recommended for survey control.
 RZ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0941.See file dsdata.txt to determine how the superseded data were derived.
 RZ0941
 RZ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM010420(NAD 83)
 RZ0941_MARKER: DB = BENCH MARK DISK
 RZ0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0941_SP_SET: CULVERT
 RZ0941_STAMPING: D 305 1946
 RZ0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0941
 RZ0941  HISTORY     - Date     Condition        Report By
 RZ0941  HISTORY     - 1946     MONUMENTED       CGS
 RZ0941  HISTORY     - 1959     GOOD             NGS
 RZ0941
 RZ0941                          STATION DESCRIPTION
 RZ0941
 RZ0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0941'1.0 MI E FROM LEWISTON.
 RZ0941'1 MILE EAST OF LEWISTON ON OLD HIGHWAY 95, 175 FEET SOUTHEAST OF A
 RZ0941'STONE HOUSE, 67.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE
 RZ0941'RETAINING WALL, 20.5 FEET WEST OF A DIRT DRIVEWAY, 20.5 FEET SOUTH OF
 RZ0941'THE CENTERLINE OF ROAD, 200 FT. EAST OF A PAVED STREET, 2.5 FEET EAST
 RZ0941'OF THE WEST END OF THE SOUTH HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0335 ***********************************************************************
 NV0335  DESIGNATION -  D 306
 NV0335  PID         -  NV0335
 NV0335  STATE/COUNTY-  ID/GOODING
 NV0335  USGS QUAD   -  TUTTLE (1992)
 NV0335
 NV0335                         *CURRENT SURVEY CONTROL
 NV0335  ___________________________________________________________________
 NV0335* NAD 83(1986)-  42 46 12.     (N)    114 52 12.     (W)     SCALED    
 NV0335* NAVD 88     -       916.383  (meters)    3006.50   (feet)  ADJUSTED  
 NV0335  ___________________________________________________________________
 NV0335  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 NV0335  DYNAMIC HT  -         915.946 (meters)    3005.07  (feet)  COMP
 NV0335  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 NV0335
 NV0335  VERT ORDER  -  SECOND    CLASS 0
 NV0335
 NV0335.The horizontal coordinates were scaled from a topographic map and have
 NV0335.an estimated accuracy of +/- 6 seconds.
 NV0335
 NV0335.The orthometric height was determined by differential leveling
 NV0335.and adjusted by the National Geodetic Survey in June 1991..
 NV0335
 NV0335.The geoid height was determined by GEOID03.
 NV0335
 NV0335.The dynamic height is computed by dividing the NAVD 88
 NV0335.geopotential number by the normal gravity value computed on the
 NV0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0335.degrees latitude (g = 980.6199 gals.).
 NV0335
 NV0335.The modeled gravity was interpolated from observed gravity values.
 NV0335
 NV0335;                    North         East    Units  Estimated Accuracy
 NV0335;SPC ID C     -   122,920.      428,800.      MT  (+/- 180 meters Scaled)
 NV0335
 NV0335                          SUPERSEDED SURVEY CONTROL
 NV0335
 NV0335  NGVD 29 (??/??/92)  915.553  (m)         3003.78   (f) ADJ UNCH    2 0
 NV0335
 NV0335.Superseded values are not recommended for survey control.
 NV0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0335.See file dsdata.txt to determine how the superseded data were derived.
 NV0335
 NV0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH742374(NAD 83)
 NV0335_MARKER: DB = BENCH MARK DISK
 NV0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0335_STAMPING: D 306 1946
 NV0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0335+STABILITY: SURFACE MOTION
 NV0335
 NV0335  HISTORY     - Date     Condition        Report By
 NV0335  HISTORY     - 1946     MONUMENTED       CGS
 NV0335
 NV0335                          STATION DESCRIPTION
 NV0335
 NV0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0335'4.05 MI SE FROM HAGERMAN.
 NV0335'TO REACH FROM POST OFFICE AT HAGERMAN FOLLOW U.S. HIGHWAY 30 SOUTH 2.8
 NV0335'MILES TO GRAVELED ROAD LEADING EAST, GO EAST ON GRAVELED ROAD 0.5 MILE
 NV0335'TO CROSSROAD, TURN SOUTH AND GO 0.75 MILE TO GROUP OF MAIL BOXES,
 NV0335'MARK IS SET IN CONCRETE POST 65 FEET WEST OF CENTER LINE OF ROAD, 22
 NV0335'FEET NORTH OF CENTER LINE OF DRIVEWAY INTO FIELD, 3.5 FEET SOUTH OF
 NV0335'WITNESS POST, 1 FOOT EAST OF WOVEN WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0069 ***********************************************************************
 NV0069  DESIGNATION -  D 307
 NV0069  PID         -  NV0069
 NV0069  STATE/COUNTY-  ID/JEROME
 NV0069  USGS QUAD   -  TWIN FALLS (1992)
 NV0069
 NV0069                         *CURRENT SURVEY CONTROL
 NV0069  ___________________________________________________________________
 NV0069* NAD 83(1986)-  42 36 03.     (N)    114 24 18.     (W)     SCALED    
 NV0069* NAVD 88     -      1136.197  (meters)    3727.67   (feet)  ADJUSTED  
 NV0069  ___________________________________________________________________
 NV0069  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 NV0069  DYNAMIC HT  -        1135.616 (meters)    3725.77  (feet)  COMP
 NV0069  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 NV0069
 NV0069  VERT ORDER  -  SECOND    CLASS 0
 NV0069
 NV0069.The horizontal coordinates were scaled from a topographic map and have
 NV0069.an estimated accuracy of +/- 6 seconds.
 NV0069
 NV0069.The orthometric height was determined by differential leveling
 NV0069.and adjusted by the National Geodetic Survey in June 1991..
 NV0069
 NV0069.The geoid height was determined by GEOID03.
 NV0069
 NV0069.The dynamic height is computed by dividing the NAVD 88
 NV0069.geopotential number by the normal gravity value computed on the
 NV0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0069.degrees latitude (g = 980.6199 gals.).
 NV0069
 NV0069.The modeled gravity was interpolated from observed gravity values.
 NV0069
 NV0069;                    North         East    Units  Estimated Accuracy
 NV0069;SPC ID C     -   103,840.      466,770.      MT  (+/- 180 meters Scaled)
 NV0069
 NV0069                          SUPERSEDED SURVEY CONTROL
 NV0069
 NV0069  NGVD 29 (??/??/92) 1135.336  (m)         3724.85   (f) ADJ UNCH    2 0
 NV0069
 NV0069.Superseded values are not recommended for survey control.
 NV0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0069.See file dsdata.txt to determine how the superseded data were derived.
 NV0069
 NV0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH128197(NAD 83)
 NV0069_MARKER: DB = BENCH MARK DISK
 NV0069_SETTING: 80 = SET IN A BOULDER
 NV0069_SP_SET: BOULDER
 NV0069_STAMPING: D 307 1946
 NV0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0069+STABILITY: SURFACE MOTION
 NV0069
 NV0069  HISTORY     - Date     Condition        Report By
 NV0069  HISTORY     - 1946     MONUMENTED       CGS
 NV0069  HISTORY     - 1963     MARK NOT FOUND   NGS
 NV0069
 NV0069                          STATION DESCRIPTION
 NV0069
 NV0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0069'12.7 MI SE FROM JEROME.
 NV0069'TO REACH FROM POST OFFICE AT JEROME FOLLOW U.S. HIGHWAY 93 SOUTHEAST
 NV0069'9.9 MILES TO GRAVELED ROAD LEADING EAST ALONG RIM OF SNAKE RIVER
 NV0069'CANYON, GO EAST 2.8 MILES TO TURN AT TOP OF GRADE DOWN TO SHOSHONE
 NV0069'FALLS, MARK IS SET IN LARGE FLAT BOULDER ABOUT MIDWAY OF TURN, 25 FEET
 NV0069'NORTH OF CENTER LINE OF ROAD, 3.7 FEET EAST OF WITNESS POST. NOTE--
 NV0069'THE CURVE OF THE ROAD HAS BEEN STRAIGHTENED AND WIDENED.
 NV0069
 NV0069                          STATION RECOVERY (1963)
 NV0069
 NV0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NV0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0136 ***********************************************************************
 RA0136  DESIGNATION -  D 309
 RA0136  PID         -  RA0136
 RA0136  STATE/COUNTY-  ID/IDAHO
 RA0136  USGS QUAD   -  MOUGHMER POINT (1963)
 RA0136
 RA0136                         *CURRENT SURVEY CONTROL
 RA0136  ___________________________________________________________________
 RA0136* NAD 83(1986)-  45 55 11.     (N)    116 25 55.     (W)     SCALED    
 RA0136* NAVD 88     -       388.579  (meters)    1274.86   (feet)  ADJUSTED  
 RA0136  ___________________________________________________________________
 RA0136  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 RA0136  DYNAMIC HT  -         388.513 (meters)    1274.65  (feet)  COMP
 RA0136  MODELED GRAV-     980,437.3   (mgal)                       NAVD 88
 RA0136
 RA0136  VERT ORDER  -  SECOND    CLASS 0
 RA0136
 RA0136.The horizontal coordinates were scaled from a topographic map and have
 RA0136.an estimated accuracy of +/- 6 seconds.
 RA0136
 RA0136.The orthometric height was determined by differential leveling
 RA0136.and adjusted by the National Geodetic Survey in June 1991..
 RA0136
 RA0136.The geoid height was determined by GEOID03.
 RA0136
 RA0136.The dynamic height is computed by dividing the NAVD 88
 RA0136.geopotential number by the normal gravity value computed on the
 RA0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0136.degrees latitude (g = 980.6199 gals.).
 RA0136
 RA0136.The modeled gravity was interpolated from observed gravity values.
 RA0136
 RA0136;                    North         East    Units  Estimated Accuracy
 RA0136;SPC ID W     -   472,740.      747,100.      MT  (+/- 180 meters Scaled)
 RA0136
 RA0136                          SUPERSEDED SURVEY CONTROL
 RA0136
 RA0136  NGVD 29 (??/??/92)  387.495  (m)         1271.31   (f) ADJ UNCH    2 0
 RA0136
 RA0136.Superseded values are not recommended for survey control.
 RA0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0136.See file dsdata.txt to determine how the superseded data were derived.
 RA0136
 RA0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL440852(NAD 83)
 RA0136_MARKER: DB = BENCH MARK DISK
 RA0136_SETTING: 80 = SET IN A BOULDER
 RA0136_SP_SET: BOULDER
 RA0136_STAMPING: D 309 1945
 RA0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0136+STABILITY: SURFACE MOTION
 RA0136
 RA0136  HISTORY     - Date     Condition        Report By
 RA0136  HISTORY     - 1945     MONUMENTED       CGS
 RA0136
 RA0136                          STATION DESCRIPTION
 RA0136
 RA0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0136'1.8 MI NW FROM RICE CREEK.
 RA0136'ALONG TRAIL, 1.8 MILES NORTHWEST (DOWNSTREAM) OF RICE CREEK BRIDGE
 RA0136'OVER SALMON RIVER, AT FIRST PROMINENT ROCK CLIFF PROJECTING INTO
 RA0136'RIVER, 1308.0 FEET DOWNSTREAM FROM DOWNSTREAM END OF AMERICAN BAR,
 RA0136'DIRECTLY ACROSS RIVER FROM SMALL SANDY BEACH IN MOUTH OF FIRST RAVINE
 RA0136'DOWNSTREAM FROM A FARM HOUSE AND LARGE FRAME BARN ON SOUTHWEST BANK OF
 RA0136'RIVER, LARGE B MS PAINTED ON ROCKS IN THIS VICINITY, ALSO T B MS
 RA0136'PAINTED ON ROCKS NEAR THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0565 ***********************************************************************
 OZ0565  DESIGNATION -  D 31
 OZ0565  PID         -  OZ0565
 OZ0565  STATE/COUNTY-  ID/ELMORE
 OZ0565  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0565
 OZ0565                         *CURRENT SURVEY CONTROL
 OZ0565  ___________________________________________________________________
 OZ0565* NAD 83(1986)-  43 04 09.     (N)    115 43 31.     (W)     SCALED    
 OZ0565* NAVD 88     -       938.246  (meters)    3078.23   (feet)  ADJUSTED  
 OZ0565  ___________________________________________________________________
 OZ0565  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 OZ0565  DYNAMIC HT  -         937.863 (meters)    3076.97  (feet)  COMP
 OZ0565  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 OZ0565
 OZ0565  VERT ORDER  -  FIRST     CLASS II
 OZ0565
 OZ0565.The horizontal coordinates were scaled from a topographic map and have
 OZ0565.an estimated accuracy of +/- 6 seconds.
 OZ0565
 OZ0565.The orthometric height was determined by differential leveling
 OZ0565.and adjusted by the National Geodetic Survey in June 1991..
 OZ0565
 OZ0565.The geoid height was determined by GEOID03.
 OZ0565
 OZ0565.The dynamic height is computed by dividing the NAVD 88
 OZ0565.geopotential number by the normal gravity value computed on the
 OZ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0565.degrees latitude (g = 980.6199 gals.).
 OZ0565
 OZ0565.The modeled gravity was interpolated from observed gravity values.
 OZ0565
 OZ0565;                    North         East    Units  Estimated Accuracy
 OZ0565;SPC ID W     -   155,780.      802,010.      MT  (+/- 180 meters Scaled)
 OZ0565
 OZ0565                          SUPERSEDED SURVEY CONTROL
 OZ0565
 OZ0565  NGVD 29 (??/??/92)  937.400  (m)         3075.45   (f) ADJ UNCH    1 2
 OZ0565
 OZ0565.Superseded values are not recommended for survey control.
 OZ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0565.See file dsdata.txt to determine how the superseded data were derived.
 OZ0565
 OZ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH037692(NAD 83)
 OZ0565_MARKER: DB = BENCH MARK DISK
 OZ0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0565_STAMPING: D 31 1934
 OZ0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0565+STABILITY: SURFACE MOTION
 OZ0565
 OZ0565  HISTORY     - Date     Condition        Report By
 OZ0565  HISTORY     - 1934     MONUMENTED       CGS
 OZ0565
 OZ0565                          STATION DESCRIPTION
 OZ0565
 OZ0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OZ0565'6 MI S FROM MOUNTAIN HOME.
 OZ0565'6.0 MILES SOUTH ALONG THE ROAD TO BRUNEAU FROM THE COUNTY COURTHOUSE
 OZ0565'AT MOUNTAIN HOME, ELMORE COUNTY, AT A CURVE TO THE SOUTH, 226 FEET
 OZ0565'SOUTH-WEST OF THE CULVERT AT THE NORTHEAST TANGENT TO THE CURVE, 76
 OZ0565'FEET WEST OF THE ROAD, AND 44 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 OZ0565'STAMPED D 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0106 ***********************************************************************
 RA0106  DESIGNATION -  D 310
 RA0106  PID         -  RA0106
 RA0106  STATE/COUNTY-  ID/IDAHO
 RA0106  USGS QUAD   -  GRAVE POINT (1963)
 RA0106
 RA0106                         *CURRENT SURVEY CONTROL
 RA0106  ___________________________________________________________________
 RA0106* NAD 83(1986)-  45 41 04.     (N)    116 23 02.     (W)     SCALED    
 RA0106* NAVD 88     -       937.345  (meters)    3075.27   (feet)  ADJUSTED  
 RA0106  ___________________________________________________________________
 RA0106  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 RA0106  DYNAMIC HT  -         937.105 (meters)    3074.49  (feet)  COMP
 RA0106  MODELED GRAV-     980,328.6   (mgal)                       NAVD 88
 RA0106
 RA0106  VERT ORDER  -  SECOND    CLASS 0
 RA0106
 RA0106.The horizontal coordinates were scaled from a topographic map and have
 RA0106.an estimated accuracy of +/- 6 seconds.
 RA0106
 RA0106.The orthometric height was determined by differential leveling
 RA0106.and adjusted by the National Geodetic Survey in June 1991..
 RA0106
 RA0106.The geoid height was determined by GEOID03.
 RA0106
 RA0106.The dynamic height is computed by dividing the NAVD 88
 RA0106.geopotential number by the normal gravity value computed on the
 RA0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0106.degrees latitude (g = 980.6199 gals.).
 RA0106
 RA0106.The modeled gravity was interpolated from observed gravity values.
 RA0106
 RA0106;                    North         East    Units  Estimated Accuracy
 RA0106;SPC ID W     -   446,570.      750,620.      MT  (+/- 180 meters Scaled)
 RA0106
 RA0106                          SUPERSEDED SURVEY CONTROL
 RA0106
 RA0106  NGVD 29 (??/??/92)  936.219  (m)         3071.58   (f) ADJ UNCH    2 0
 RA0106
 RA0106.Superseded values are not recommended for survey control.
 RA0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0106.See file dsdata.txt to determine how the superseded data were derived.
 RA0106
 RA0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL479591(NAD 83)
 RA0106_MARKER: DB = BENCH MARK DISK
 RA0106_SETTING: 80 = SET IN A BOULDER
 RA0106_SP_SET: BOULDER
 RA0106_STAMPING: D 310 1945
 RA0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0106+STABILITY: SURFACE MOTION
 RA0106
 RA0106  HISTORY     - Date     Condition        Report By
 RA0106  HISTORY     - 1945     MONUMENTED       CGS
 RA0106  HISTORY     - 1969     MARK NOT FOUND   NGS
 RA0106
 RA0106                          STATION DESCRIPTION
 RA0106
 RA0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 RA0106'9.6 MI SW FROM WHITE BIRD.
 RA0106'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT WHITE
 RA0106'BIRD, THENCE 7.9 MILES SOUTHWEST ALONG THE PITTSBURG LANDING ROAD, AT
 RA0106'POINT WHERE ROAD MAKES TURN AND CROSSES DEER CREEK TO BEGIN CLIMB
 RA0106'UPHILL AWAY FROM THE CREEK, 18.0 FEET SOUTH OF THE SOUTHEAST END OF
 RA0106'THE BRIDGE OVER THE CREEK, 12 FEET SOUTHWEST OF THE CENTER-LINE OF THE
 RA0106'ROAD, 7.0 FEET SOUTHEAST OF THE ROCK BOULDERS PILED ALONG THE
 RA0106'SOUTHEAST BANK, 1.2 FEET NORTHEAST OF REFERENCE POST, SET IN THE TOP
 RA0106'OF AN OUTCROPPING BOULDER, 0.3 FOOT ABOVE THE GROUND.  NOTE-- THE
 RA0106'BRIDGE HAS BEEN REPLACED WITH A METAL CULVERT AND THE MONUMENT MAY
 RA0106'HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0354 ***********************************************************************
 QZ0354  DESIGNATION -  D 311
 QZ0354  PID         -  QZ0354
 QZ0354  STATE/COUNTY-  ID/IDAHO
 QZ0354  USGS QUAD   -  JOHNSON BUTTE (1989)
 QZ0354
 QZ0354                         *CURRENT SURVEY CONTROL
 QZ0354  ___________________________________________________________________
 QZ0354* NAD 83(1986)-  45 27 31.     (N)    115 52 23.     (W)     SCALED    
 QZ0354* NAVD 88     -       607.364  (meters)    1992.66   (feet)  ADJUSTED  
 QZ0354  ___________________________________________________________________
 QZ0354  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 QZ0354  DYNAMIC HT  -         607.042 (meters)    1991.60  (feet)  COMP
 QZ0354  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 QZ0354
 QZ0354  VERT ORDER  -  SECOND    CLASS 0
 QZ0354
 QZ0354.The horizontal coordinates were scaled from a topographic map and have
 QZ0354.an estimated accuracy of +/- 6 seconds.
 QZ0354
 QZ0354.The orthometric height was determined by differential leveling
 QZ0354.and adjusted by the National Geodetic Survey in June 1991..
 QZ0354
 QZ0354.The geoid height was determined by GEOID03.
 QZ0354
 QZ0354.The dynamic height is computed by dividing the NAVD 88
 QZ0354.geopotential number by the normal gravity value computed on the
 QZ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0354.degrees latitude (g = 980.6199 gals.).
 QZ0354
 QZ0354.The modeled gravity was interpolated from observed gravity values.
 QZ0354
 QZ0354;                    North         East    Units  Estimated Accuracy
 QZ0354;SPC ID W     -   421,280.      790,380.      MT  (+/- 180 meters Scaled)
 QZ0354
 QZ0354                          SUPERSEDED SURVEY CONTROL
 QZ0354
 QZ0354  NGVD 29 (??/??/92)  606.090  (m)         1988.48   (f) ADJ UNCH    2 0
 QZ0354
 QZ0354.Superseded values are not recommended for survey control.
 QZ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0354.See file dsdata.txt to determine how the superseded data were derived.
 QZ0354
 QZ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL881345(NAD 83)
 QZ0354_MARKER: DB = BENCH MARK DISK
 QZ0354_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0354_SP_SET: BEDROCK
 QZ0354_STAMPING: D 311 1945
 QZ0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0354+STABILITY: POSITION/ELEVATION WELL
 QZ0354
 QZ0354  HISTORY     - Date     Condition        Report By
 QZ0354  HISTORY     - 1945     MONUMENTED       CGS
 QZ0354
 QZ0354                          STATION DESCRIPTION
 QZ0354
 QZ0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0354'8.75 MI E FROM FRENCH CREEK.
 QZ0354'TO REACH FROM THE POST OFFICE AT FRENCH CREEK, PROCEED 6.9 MILES EAST
 QZ0354'ALONG SALMON RIVER ROAD TO END OF ROAD, THENCE 1.85 MILES EAST ALONG A
 QZ0354'TRAIL TO SITE OF BENCH MARK.  BENCH MARK IS 0.4 MILE EAST OF THE MOUTH
 QZ0354'OF LONG TOM CREEK AND AT THE FIRST SHEER ROCK CLIFF EAST OF LONG TOM
 QZ0354'CREEK, AT EAST EDGE OF DEEP JAGGED RAVINE, SET IN BEDROCK AT NORTHWEST
 QZ0354'POINT OF SHEER ROCK CLIFF, LARGE BMS AND TBMS PAINTED ON ROCKS IN THE
 QZ0354'VICINITY.  AN IRON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0186 ***********************************************************************
 QZ0186  DESIGNATION -  D 312
 QZ0186  PID         -  QZ0186
 QZ0186  STATE/COUNTY-  ID/IDAHO
 QZ0186  USGS QUAD   -  MAGRUDER MTN (1991)
 QZ0186
 QZ0186                         *CURRENT SURVEY CONTROL
 QZ0186  ___________________________________________________________________
 QZ0186* NAD 83(1986)-  45 41 01.     (N)    114 46 26.     (W)     SCALED    
 QZ0186* NAVD 88     -      1705.651  (meters)    5595.96   (feet)  ADJUSTED  
 QZ0186  ___________________________________________________________________
 QZ0186  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 QZ0186  DYNAMIC HT  -        1704.943 (meters)    5593.63  (feet)  COMP
 QZ0186  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 QZ0186
 QZ0186  VERT ORDER  -  FIRST     CLASS II
 QZ0186
 QZ0186.The horizontal coordinates were scaled from a topographic map and have
 QZ0186.an estimated accuracy of +/- 6 seconds.
 QZ0186
 QZ0186.The orthometric height was determined by differential leveling
 QZ0186.and adjusted by the National Geodetic Survey in June 1991..
 QZ0186
 QZ0186.The geoid height was determined by GEOID03.
 QZ0186
 QZ0186.The dynamic height is computed by dividing the NAVD 88
 QZ0186.geopotential number by the normal gravity value computed on the
 QZ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0186.degrees latitude (g = 980.6199 gals.).
 QZ0186
 QZ0186.The modeled gravity was interpolated from observed gravity values.
 QZ0186
 QZ0186;                    North         East    Units  Estimated Accuracy
 QZ0186;SPC ID W     -   446,740.      876,040.      MT  (+/- 180 meters Scaled)
 QZ0186
 QZ0186                          SUPERSEDED SURVEY CONTROL
 QZ0186
 QZ0186  NGVD 29 (??/??/92) 1704.413  (m)         5591.90   (f) ADJ UNCH    1 2
 QZ0186
 QZ0186.Superseded values are not recommended for survey control.
 QZ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0186.See file dsdata.txt to determine how the superseded data were derived.
 QZ0186
 QZ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL733613(NAD 83)
 QZ0186_MARKER: DB = BENCH MARK DISK
 QZ0186_SETTING: 80 = SET IN A BOULDER
 QZ0186_SP_SET: BOULDER
 QZ0186_STAMPING: D 312 1945
 QZ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0186+STABILITY: SURFACE MOTION
 QZ0186
 QZ0186  HISTORY     - Date     Condition        Report By
 QZ0186  HISTORY     - 1945     MONUMENTED       CGS
 QZ0186  HISTORY     - 1974     GOOD             USGS
 QZ0186
 QZ0186                          STATION DESCRIPTION
 QZ0186
 QZ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0186'50.35 MI SW FROM CONNER, MT.
 QZ0186'ALONG CONNER - GRANGEVILLE ROAD, 50.35 MILES SOUTHWEST OF THE POST
 QZ0186'OFFICE AT CONNER, 5.65 MILES SOUTHWEST OF BRIDGE OVER SELWAY RIVER,
 QZ0186'ALONG A FAIRLY STRAIGHT STRETCH OF ROAD (AN UNUSUAL OCCURRENCE IN THIS
 QZ0186'VICINITY), 0.75 MILE NORTH OF TRAIL NO. 84 WHICH LEADS TO KIM CREEK,
 QZ0186'GOLD PAN CREEK AND TEPEE CREEK, 252.0 FEET SOUTH OF CENTER OF SMALL
 QZ0186'WOODEN DRAIN ACROSS ROAD, 34.0 FEET EAST OF AND ACROSS ROAD FROM NORTH
 QZ0186'END OF SERIES OF LARGE BOULDERS SET IN PLACE BY ROAD CONSTRUCTION,
 QZ0186'26.0 FEET EAST OF CENTERLINE OF ROAD, 4.0 FEET EAST OF REFERENCE POST,
 QZ0186'SET IN TOP OF NATURALLY EMBEDDED BOULDER ABOUT 15 FEET ABOVE ROAD. A
 QZ0186'BRONZE DISK.
 QZ0186
 QZ0186                          STATION RECOVERY (1974)
 QZ0186
 QZ0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0186'ALONG NEZ PERCE TRAIL ROAD, 67.5 MILES EAST OF POST OFFICE AT ELK
 QZ0186'CITY, IDAHO, 0.8 MILE EAST OF KIM CREEK SADDLE, 250 FEET SOUTH OF A
 QZ0186'SMALL (ALMOST COVERED) DRAIN CULVERT, 25 FEET EAST OF CENTERLINE ROAD
 QZ0186'AND ABOUT 14 FEET ABOVE ROAD LEVEL, SET IN THE TOP OF AN IMBEDDED
 QZ0186'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0212 ***********************************************************************
 QZ0212  DESIGNATION -  D 313
 QZ0212  PID         -  QZ0212
 QZ0212  STATE/COUNTY-  ID/IDAHO
 QZ0212  USGS QUAD   -  SABE MTN (1991)
 QZ0212
 QZ0212                         *CURRENT SURVEY CONTROL
 QZ0212  ___________________________________________________________________
 QZ0212* NAD 83(1986)-  45 41 00.     (N)    114 56 52.     (W)     SCALED    
 QZ0212* NAVD 88     -      2055.550  (meters)    6743.92   (feet)  ADJUSTED  
 QZ0212  ___________________________________________________________________
 QZ0212  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 QZ0212  DYNAMIC HT  -        2054.621 (meters)    6740.87  (feet)  COMP
 QZ0212  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 QZ0212
 QZ0212  VERT ORDER  -  FIRST     CLASS II
 QZ0212
 QZ0212.The horizontal coordinates were scaled from a topographic map and have
 QZ0212.an estimated accuracy of +/- 6 seconds.
 QZ0212
 QZ0212.The orthometric height was determined by differential leveling
 QZ0212.and adjusted by the National Geodetic Survey in June 1991..
 QZ0212
 QZ0212.The geoid height was determined by GEOID03.
 QZ0212
 QZ0212.The dynamic height is computed by dividing the NAVD 88
 QZ0212.geopotential number by the normal gravity value computed on the
 QZ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0212.degrees latitude (g = 980.6199 gals.).
 QZ0212
 QZ0212.The modeled gravity was interpolated from observed gravity values.
 QZ0212
 QZ0212;                    North         East    Units  Estimated Accuracy
 QZ0212;SPC ID W     -   446,560.      862,490.      MT  (+/- 180 meters Scaled)
 QZ0212
 QZ0212                          SUPERSEDED SURVEY CONTROL
 QZ0212
 QZ0212  NGVD 29 (??/??/92) 2054.263  (m)         6739.69   (f) ADJ UNCH    1 2
 QZ0212
 QZ0212.Superseded values are not recommended for survey control.
 QZ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0212.See file dsdata.txt to determine how the superseded data were derived.
 QZ0212
 QZ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL598609(NAD 83)
 QZ0212_MARKER: DB = BENCH MARK DISK
 QZ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0212_STAMPING: D 313 1945
 QZ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0212+STABILITY: SURFACE MOTION
 QZ0212
 QZ0212  HISTORY     - Date     Condition        Report By
 QZ0212  HISTORY     - 1945     MONUMENTED       CGS
 QZ0212  HISTORY     - 1946     GOOD             NGS
 QZ0212  HISTORY     - 1974     GOOD             USGS
 QZ0212
 QZ0212                          STATION DESCRIPTION
 QZ0212
 QZ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0212'47.05 MI E FROM ELK CITY.
 QZ0212'ALONG CONNER - GRANGEVILLE ROAD, 47.05 MILES EAST OF THE POST OFFICE
 QZ0212'AT ELK CITY, 9.95 MILES EAST OF BRIDGE OVER BARGAMIN CREEK, AT SABE
 QZ0212'CREEK SADDLE, IN LINE WITH A DOUBLE POST LARGE WOODEN SIGN MARKING THE
 QZ0212'BOUNDARY BETWEEN THE NEZPERCE AND BITTERROOT NATIONAL FORESTS, 24.5
 QZ0212'FEET NORTH OF CENTERLINE OF ROAD, 3.3 FEET NORTH OF NORTH END OF LARGE
 QZ0212'WOODEN SIGN, 2.0 FEET SOUTH OF REFERENCE POST, SET IN TOP OF CONCRETE
 QZ0212'POST PROJECTING 0.4 FOOT ABOVE GROUND AND ABOUT 2 FEET ABOVE ROAD. A
 QZ0212'BRONZE DISK.
 QZ0212
 QZ0212                          STATION RECOVERY (1946)
 QZ0212
 QZ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 QZ0212'RECOVERED IN GOOD CONDITION.
 QZ0212
 QZ0212                          STATION RECOVERY (1974)
 QZ0212
 QZ0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0212'ALONG NEZ PERCE TRAIL ROAD, 48.1 MILES EAST OF POST OFFICE AT ELK
 QZ0212'CITY, IDAHO, AT SABE SADDLE, 30 FEET NORTH OF CENTERLINE ROAD AND
 QZ0212'ABOUT 3 1/2 FEET ABOVE ROAD LEVEL, 16 FEET EAST OF A DRIVEWAY USED BY
 QZ0212'HUNTERS FOR OFF ROAD PARKING, 9 FEET NORTH OF THE NORTH END OF A SIGN
 QZ0212'SEPARATING THE NEZPERCE AND BITTERROOT NATIONAL FORESTS, SET IN TOP
 QZ0212'OF A CONCRETE POST WHICH PROJECTS ABOUT 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0488 ***********************************************************************
 QZ0488  DESIGNATION -  D 314
 QZ0488  PID         -  QZ0488
 QZ0488  STATE/COUNTY-  ID/IDAHO
 QZ0488  USGS QUAD   -  GOLDEN (1995)
 QZ0488
 QZ0488                         *CURRENT SURVEY CONTROL
 QZ0488  ___________________________________________________________________
 QZ0488* NAD 83(1986)-  45 49 32.     (N)    115 37 39.     (W)     SCALED    
 QZ0488* NAVD 88     -      1104.313  (meters)    3623.07   (feet)  ADJUSTED  
 QZ0488  ___________________________________________________________________
 QZ0488  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 QZ0488  DYNAMIC HT  -        1104.016 (meters)    3622.09  (feet)  COMP
 QZ0488  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 QZ0488
 QZ0488  VERT ORDER  -  FIRST     CLASS II
 QZ0488
 QZ0488.The horizontal coordinates were scaled from a topographic map and have
 QZ0488.an estimated accuracy of +/- 6 seconds.
 QZ0488
 QZ0488.The orthometric height was determined by differential leveling
 QZ0488.and adjusted by the National Geodetic Survey in June 1991..
 QZ0488
 QZ0488.The geoid height was determined by GEOID03.
 QZ0488
 QZ0488.The dynamic height is computed by dividing the NAVD 88
 QZ0488.geopotential number by the normal gravity value computed on the
 QZ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0488.degrees latitude (g = 980.6199 gals.).
 QZ0488
 QZ0488.The modeled gravity was interpolated from observed gravity values.
 QZ0488
 QZ0488;                    North         East    Units  Estimated Accuracy
 QZ0488;SPC ID W     -   462,060.      809,520.      MT  (+/- 180 meters Scaled)
 QZ0488
 QZ0488                          SUPERSEDED SURVEY CONTROL
 QZ0488
 QZ0488  NGVD 29 (??/??/92) 1103.230  (m)         3619.51   (f) ADJ UNCH    1 2
 QZ0488
 QZ0488.Superseded values are not recommended for survey control.
 QZ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0488.See file dsdata.txt to determine how the superseded data were derived.
 QZ0488
 QZ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL066755(NAD 83)
 QZ0488_MARKER: DD = SURVEY DISK
 QZ0488_SETTING: 80 = SET IN A BOULDER
 QZ0488_SP_SET: BOULDER
 QZ0488_STAMPING: D 314 3592 30
 QZ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0488+STABILITY: SURFACE MOTION
 QZ0488
 QZ0488  HISTORY     - Date     Condition        Report By
 QZ0488  HISTORY     - UNK      MONUMENTED       BPR
 QZ0488  HISTORY     - 1945     GOOD             NGS
 QZ0488  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0488
 QZ0488                          STATION DESCRIPTION
 QZ0488
 QZ0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0488'13.85 MI W FROM ELK CITY.
 QZ0488'ALONG CONNER - GRANGEVILLE ROAD, 13.85 MILES WEST OF THE POST OFFICE
 QZ0488'AT ELK CITY, 0.1 MILE SOUTH OF CROSSING OF LEGGETT CREEK, 34.0 FEET
 QZ0488'EAST OF CENTERLINE OF ROAD, SET IN TOP OF THE SOUTHWEST END OF THE
 QZ0488'MOST NORTHERLY OF A GROUP OF LARGE BOULDERS (THIS IS THE FIRST GROUP
 QZ0488'OF LARGE BOULDERS DOWN STREAM ALONG THE SOUTH FORK OF CLEARWATER RIVER
 QZ0488'FROM THE MOUTH OF LEGGETT CREEK), IN WEST EDGE OF WATER IN THE RIVER,
 QZ0488'ABOUT 12 FEET BELOW THE ROAD AND ABOUT 2 FEET ABOVE WATER IN RIVER.
 QZ0488'BUREAU OF PUBLIC ROADS BRONZE DISK.  NOTE-- THIS BENCH MARK WAS
 QZ0488'STAMPED D 314 TO AVOID CONFUSING IT WITH A BUREAU OF PUBLIC ROADS
 QZ0488'BENCH MARK 1.0 MILE DOWN STREAM FROM THIS BENCH MARK AND WHICH HAS THE
 QZ0488'EXACT STAMPING AS THE BENCH MARK DESCRIBED ABOVE.
 QZ0488
 QZ0488                          STATION RECOVERY (1962)
 QZ0488
 QZ0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0334 ***********************************************************************
 RA0334  DESIGNATION -  D 315
 RA0334  PID         -  RA0334
 RA0334  STATE/COUNTY-  ID/IDAHO
 RA0334  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA0334
 RA0334                         *CURRENT SURVEY CONTROL
 RA0334  ___________________________________________________________________
 RA0334* NAD 83(1986)-  45 17 52.     (N)    116 40 18.     (W)     SCALED    
 RA0334* NAVD 88     -       437.505  (meters)    1435.38   (feet)  ADJUSTED  
 RA0334  ___________________________________________________________________
 RA0334  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 RA0334  DYNAMIC HT  -         437.345 (meters)    1434.86  (feet)  COMP
 RA0334  MODELED GRAV-     980,242.0   (mgal)                       NAVD 88
 RA0334
 RA0334  VERT ORDER  -  SECOND    CLASS 0
 RA0334
 RA0334.The horizontal coordinates were scaled from a topographic map and have
 RA0334.an estimated accuracy of +/- 6 seconds.
 RA0334
 RA0334.The orthometric height was determined by differential leveling
 RA0334.and adjusted by the National Geodetic Survey in June 1991..
 RA0334
 RA0334.The geoid height was determined by GEOID03.
 RA0334
 RA0334.The dynamic height is computed by dividing the NAVD 88
 RA0334.geopotential number by the normal gravity value computed on the
 RA0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0334.degrees latitude (g = 980.6199 gals.).
 RA0334
 RA0334.The modeled gravity was interpolated from observed gravity values.
 RA0334
 RA0334;                    North         East    Units  Estimated Accuracy
 RA0334;SPC ID W     -   403,810.      727,710.      MT  (+/- 180 meters Scaled)
 RA0334
 RA0334                          SUPERSEDED SURVEY CONTROL
 RA0334
 RA0334  NGVD 29 (??/??/92)  436.372  (m)         1431.66   (f) ADJ UNCH    2 0
 RA0334
 RA0334.Superseded values are not recommended for survey control.
 RA0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0334.See file dsdata.txt to determine how the superseded data were derived.
 RA0334
 RA0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL257160(NAD 83)
 RA0334_MARKER: DB = BENCH MARK DISK
 RA0334_SETTING: 80 = SET IN A BOULDER
 RA0334_SP_SET: BOULDER
 RA0334_STAMPING: D 315 1946
 RA0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0334+STABILITY: SURFACE MOTION
 RA0334
 RA0334  HISTORY     - Date     Condition        Report By
 RA0334  HISTORY     - 1946     MONUMENTED       CGS
 RA0334
 RA0334                          STATION DESCRIPTION
 RA0334
 RA0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0334'22.75 MI N FROM HOMESTEAD, OR.
 RA0334'ABOUT 22.75 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0334'EAST BANK OF THE RIVER, ABOUT 6.4 MILES NORTH OF EAGLE BAR, AT THE
 RA0334'NORTH END OF A SMALL SAND BAR, ABOUT 200 FEET SOUTH OF AND ACROSS THE
 RA0334'RIVER FROM A LARGE BRUSHY CANYON (BATTLE CREEK) WHICH IS ON THE WEST
 RA0334'SIDE OF THE RIVER, ABOUT 50 FEET SOUTHEAST OF A LARGE BOULDER WHICH IS
 RA0334'AT THE EDGE OF THE WATER, A STANDARD DISK SET IN TOP OF A BOULDER
 RA0334'WHICH IS ABOUT 4 FEET ABOVE HIGH WATER LINE AND PROJECTS ABOUT 2 FEET
 RA0334'ABOVE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0105 ***********************************************************************
 QZ0105  DESIGNATION -  D 316
 QZ0105  PID         -  QZ0105
 QZ0105  STATE/COUNTY-  ID/IDAHO
 QZ0105  USGS QUAD   -  SQUARE TOP (1962)
 QZ0105
 QZ0105                         *CURRENT SURVEY CONTROL
 QZ0105  ___________________________________________________________________
 QZ0105* NAD 83(1992)-  45 23 43.45651(N)    114 43 51.40424(W)     ADJUSTED  
 QZ0105* NAVD 88     -       877.690  (meters)    2879.55   (feet)  ADJUSTED  
 QZ0105  ___________________________________________________________________
 QZ0105  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 QZ0105  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 QZ0105  DYNAMIC HT  -         877.206 (meters)    2877.97  (feet)  COMP
 QZ0105  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 QZ0105
 QZ0105  HORZ ORDER  -  THIRD
 QZ0105  VERT ORDER  -  SECOND    CLASS 0
 QZ0105
 QZ0105.The horizontal coordinates were established by classical geodetic methods
 QZ0105.and adjusted by the National Geodetic Survey in July 1992..
 QZ0105
 QZ0105.The orthometric height was determined by differential leveling
 QZ0105.and adjusted by the National Geodetic Survey in June 1991..
 QZ0105
 QZ0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0105
 QZ0105.The geoid height was determined by GEOID03.
 QZ0105
 QZ0105.The dynamic height is computed by dividing the NAVD 88
 QZ0105.geopotential number by the normal gravity value computed on the
 QZ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0105.degrees latitude (g = 980.6199 gals.).
 QZ0105
 QZ0105.The modeled gravity was interpolated from observed gravity values.
 QZ0105
 QZ0105;                    North         East     Units Scale Factor Converg.
 QZ0105;SPC ID W     -   414,751.984   879,789.283   MT  1.00001158   +0 43 32.1
 QZ0105;SPC ID C     -   414,512.509   442,768.055   MT  0.99998763   -0 31 13.5
 QZ0105;UTM  11      - 5,029,380.821   677,601.316   MT  0.99998783   +1 36 57.3
 QZ0105
 QZ0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0105!SPC ID W     -   0.99986460  x   1.00001158  =   0.99987618
 QZ0105!SPC ID C     -   0.99986460  x   0.99998763  =   0.99985223
 QZ0105!UTM  11      -   0.99986460  x   0.99998783  =   0.99985243
 QZ0105
 QZ0105|---------------------------------------------------------------------|
 QZ0105| PID    Reference Object                     Distance      Geod. Az  |
 QZ0105|                                                           dddmmss.s |
 QZ0105| CH6401 D 316 RM 1                            5.633 METERS 17700     |
 QZ0105| CH6400 D 316 AZ MK                                        2770308.5 |
 QZ0105| CH6402 D 316 RM 2                            6.726 METERS 31034     |
 QZ0105|---------------------------------------------------------------------|
 QZ0105
 QZ0105                          SUPERSEDED SURVEY CONTROL
 QZ0105
 QZ0105  NAD 83(1986)-  45 23 43.45803(N)    114 43 51.39618(W) AD(       ) 3
 QZ0105  NAD 27      -  45 23 43.76600(N)    114 43 48.04900(W) AD(       ) 3
 QZ0105  NGVD 29 (??/??/92)  876.348  (m)         2875.15   (f) ADJ UNCH    2 0
 QZ0105
 QZ0105.Superseded values are not recommended for survey control.
 QZ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0105.See file dsdata.txt to determine how the superseded data were derived.
 QZ0105
 QZ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL7760129381(NAD 83)
 QZ0105_MARKER: DB = BENCH MARK DISK
 QZ0105_SETTING: 80 = SET IN A BOULDER
 QZ0105_SP_SET: BOULDER
 QZ0105_STAMPING: D 316 1945
 QZ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0105+STABILITY: SURFACE MOTION
 QZ0105
 QZ0105  HISTORY     - Date     Condition        Report By
 QZ0105  HISTORY     - 1945     MONUMENTED       CGS
 QZ0105  HISTORY     - 1945     GOOD             CGS
 QZ0105
 QZ0105                          STATION DESCRIPTION
 QZ0105
 QZ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0105'STATION IS LOCATED ON THE S SIDE OF THE SALMON RIVER, AT THE
 QZ0105'MOUTH OF HORSE CREEK, ABOUT 0.2 MILE W OF THE S END OF THE PACK
 QZ0105'BRIDGE OVER THE SALMON RIVER.  THE MARK IS SET IN THE TOP OF
 QZ0105'A BOULDER 8 FEET BY 12 FEET AND 8 FEET HIGH.  IT IS AT THE
 QZ0105'EDGE OF HIGH WATER LEVEL AND IS A BRONZE BENCH-MARK DISK,
 QZ0105'STAMPED D 316 1945.
 QZ0105'
 QZ0105'REFERENCE MARK 1 IS SET IN A SQUARE NOTCH, IN THE SIDE OF A
 QZ0105'BOULDER 5 FEET BY 8 FEET, AND IS ABOUT 5 FEET HIGHER THAN THE
 QZ0105'STATION AND SW OF THE STATION.  IT IS A BRONZE REFERENCE DISK.
 QZ0105'
 QZ0105'REFERENCE MARK 2 IS NW OF THE STATION, SET IN THE TOP OF A
 QZ0105'BOULDER 4 FEET BY 5 FEET HIGH, AND IS ON THE SANDY BANK OF THE
 QZ0105'RIVER BELOW HIGH WATER LEVEL.  IT IS A BRONZE REFERENCE DISK.
 QZ0105'
 QZ0105'THE REFERENCE MARKS ARE STAMPED BM D316 1945 AND WITH THEIR
 QZ0105'RESPECTIVE NUMBERS.
 QZ0105'
 QZ0105'THE AZIMUTH MARK IS ABOUT 0.25 MILE W OF THE STATION, 50 FEET
 QZ0105'NW OF THE N END OF THE PACK BRIDGE OVER THE SALMON RIVER, 15
 QZ0105'FEET ABOVE THE TRAIL ON THE N SIDE OF THE RIVER, AND IS SET
 QZ0105'FLUSH IN OUTCROPPING BEDROCK WHICH PROJECTS 4 FEET.  IT IS A
 QZ0105'BRONZE AZIMUTH DISK.
 QZ0105'
 QZ0105'TO REACH FROM NORTH FORK, GO W DOWN THE SALMON RIVER FOR 45.5
 QZ0105'MILES TO END OF THE ROAD, THENCE FOLLOW TRAIL DOWN THE N SIDE
 QZ0105'OF THE RIVER FOR ABOUT 4 MILES TO HORSE CREEK BRIDGE, CROSS
 QZ0105'BRIDGE AND TAKE LEFT FORK AND GO ABOUT 200 YARDS TO THE PACK
 QZ0105'BRIDGE ACROSS THE SALMON RIVER, CROSS BRIDGE AND TURN LEFT ON
 QZ0105'TRAIL WHICH GOES IN FRONT OF THE OLD CABIN AND FOLLOW THIS
 QZ0105'TRAIL ABOUT 300 YARDS TO A 30-INCH PINE WITH TWO LARGE
 QZ0105'TRIANGULAR BLAZES AND STATION ABOUT 14 PACES BEYOND IN LARGE
 QZ0105'BOULDER.
 QZ0105'
 QZ0105'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 QZ0105
 QZ0105                          STATION RECOVERY (1945)
 QZ0105
 QZ0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QZ0105'31.3 MI W FROM SHOUP.
 QZ0105'31.3 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE SOUTHERLY SIDE OF
 QZ0105'THE SALMON RIVER, SET IN TOP OF BOULDER, ABOUT 0.2 MILE EAST OF
 QZ0105'BRIDGE, ABOUT 300 FEET EAST OF MOUTH OF HORSE CREEK, AND 50 FEET EAST
 QZ0105'NORTHEAST OF LARGE PINE WITH TRIANGULAR BLAZES ON THE WEST AND NORTH
 QZ0105'SIDES.  THE TOP OF THE BOULDER IN WHICH MARK IS SET IS JUST ABOVE HIGH
 QZ0105'WATER MARK.  BRONZE BENCH MARK DISK SET IN TOP OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0277 ***********************************************************************
 QZ0277  DESIGNATION -  D 317
 QZ0277  PID         -  QZ0277
 QZ0277  STATE/COUNTY-  ID/IDAHO
 QZ0277  USGS QUAD   -  SHEEP HILL (1995)
 QZ0277
 QZ0277                         *CURRENT SURVEY CONTROL
 QZ0277  ___________________________________________________________________
 QZ0277* NAD 83(1986)-  45 31 12.     (N)    115 05 16.     (W)     SCALED    
 QZ0277* NAVD 88     -       786.786  (meters)    2581.31   (feet)  ADJUSTED  
 QZ0277  ___________________________________________________________________
 QZ0277  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 QZ0277  DYNAMIC HT  -         786.302 (meters)    2579.73  (feet)  COMP
 QZ0277  MODELED GRAV-     979,982.5   (mgal)                       NAVD 88
 QZ0277
 QZ0277  VERT ORDER  -  SECOND    CLASS 0
 QZ0277
 QZ0277.The horizontal coordinates were scaled from a topographic map and have
 QZ0277.an estimated accuracy of +/- 6 seconds.
 QZ0277
 QZ0277.The orthometric height was determined by differential leveling
 QZ0277.and adjusted by the National Geodetic Survey in June 1991..
 QZ0277
 QZ0277.The geoid height was determined by GEOID03.
 QZ0277
 QZ0277.The dynamic height is computed by dividing the NAVD 88
 QZ0277.geopotential number by the normal gravity value computed on the
 QZ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0277.degrees latitude (g = 980.6199 gals.).
 QZ0277
 QZ0277.The modeled gravity was interpolated from observed gravity values.
 QZ0277
 QZ0277;                    North         East    Units  Estimated Accuracy
 QZ0277;SPC ID W     -   428,310.      851,740.      MT  (+/- 180 meters Scaled)
 QZ0277
 QZ0277                          SUPERSEDED SURVEY CONTROL
 QZ0277
 QZ0277  NGVD 29 (??/??/92)  785.370  (m)         2576.67   (f) ADJ UNCH    2 0
 QZ0277
 QZ0277.Superseded values are not recommended for survey control.
 QZ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0277.See file dsdata.txt to determine how the superseded data were derived.
 QZ0277
 QZ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL493424(NAD 83)
 QZ0277_MARKER: DB = BENCH MARK DISK
 QZ0277_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0277_SP_SET: ROCK OUTCROP
 QZ0277_STAMPING: D 317 1945
 QZ0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0277+STABILITY: POSITION/ELEVATION WELL
 QZ0277
 QZ0277  HISTORY     - Date     Condition        Report By
 QZ0277  HISTORY     - 1945     MONUMENTED       CGS
 QZ0277
 QZ0277                          STATION DESCRIPTION
 QZ0277
 QZ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0277'54.4 MI W FROM SHOUP.
 QZ0277'54.4 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE SOUTHERLY SIDE OF
 QZ0277'THE SALMON RIVER, SET IN TOP OF LARGE ROCK OUTCROP, ABOUT 400 FEET
 QZ0277'SOUTHEAST OF MOUTH OF SMALL CANYON ON NORTHERLY SIDE OF RIVER, ABOUT
 QZ0277'0.1 MILE WEST OF A SMALL CLIFF ON SOUTHERLY SIDE OF RIVER AND JUST
 QZ0277'BELOW HIGH WATER LEVEL.  BRONZE BENCH MARK DISK.  BRONZE DISK SET IN
 QZ0277'TOP OF A LARGE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0337 ***********************************************************************
 QZ0337  DESIGNATION -  D 318
 QZ0337  PID         -  QZ0337
 QZ0337  STATE/COUNTY-  ID/IDAHO
 QZ0337  USGS QUAD   -  MACKAY BAR (1995)
 QZ0337
 QZ0337                         *CURRENT SURVEY CONTROL
 QZ0337  ___________________________________________________________________
 QZ0337* NAD 83(1986)-  45 22 40.     (N)    115 30 37.     (W)     SCALED    
 QZ0337* NAVD 88     -       661.623  (meters)    2170.67   (feet)  ADJUSTED  
 QZ0337  ___________________________________________________________________
 QZ0337  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 QZ0337  DYNAMIC HT  -         661.228 (meters)    2169.38  (feet)  COMP
 QZ0337  MODELED GRAV-     980,005.9   (mgal)                       NAVD 88
 QZ0337
 QZ0337  VERT ORDER  -  SECOND    CLASS 0
 QZ0337
 QZ0337.The horizontal coordinates were scaled from a topographic map and have
 QZ0337.an estimated accuracy of +/- 6 seconds.
 QZ0337
 QZ0337.The orthometric height was determined by differential leveling
 QZ0337.and adjusted by the National Geodetic Survey in June 1991..
 QZ0337
 QZ0337.The geoid height was determined by GEOID03.
 QZ0337
 QZ0337.The dynamic height is computed by dividing the NAVD 88
 QZ0337.geopotential number by the normal gravity value computed on the
 QZ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0337.degrees latitude (g = 980.6199 gals.).
 QZ0337
 QZ0337.The modeled gravity was interpolated from observed gravity values.
 QZ0337
 QZ0337;                    North         East    Units  Estimated Accuracy
 QZ0337;SPC ID W     -   412,320.      818,780.      MT  (+/- 180 meters Scaled)
 QZ0337
 QZ0337                          SUPERSEDED SURVEY CONTROL
 QZ0337
 QZ0337  NGVD 29 (??/??/92)  660.268  (m)         2166.23   (f) ADJ UNCH    2 0
 QZ0337
 QZ0337.Superseded values are not recommended for survey control.
 QZ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0337.See file dsdata.txt to determine how the superseded data were derived.
 QZ0337
 QZ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL166259(NAD 83)
 QZ0337_MARKER: DB = BENCH MARK DISK
 QZ0337_SETTING: 80 = SET IN A BOULDER
 QZ0337_SP_SET: BOULDER
 QZ0337_STAMPING: D 318 1945
 QZ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0337+STABILITY: SURFACE MOTION
 QZ0337
 QZ0337  HISTORY     - Date     Condition        Report By
 QZ0337  HISTORY     - 1945     MONUMENTED       CGS
 QZ0337  HISTORY     - 1948     GOOD             NGS
 QZ0337
 QZ0337                          STATION DESCRIPTION
 QZ0337
 QZ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0337'29.5 MI E FROM FRENCH CREEK.
 QZ0337'29.5 MILES EAST OF FRENCH CREEK, ON THE NORTHERLY SIDE OF THE SALMON
 QZ0337'RIVER, SET IN TOP OF BOULDER, NORTHEAST OF MOUTH OF SOUTH FORK RIVER,
 QZ0337'OPPOSITE SOUTH END OF FOREST SERVICE AIRPORT ON SOUTHERLY SIDE OF
 QZ0337'RIVER, AT SOUTH END OF THICKET, AND JUST BELOW HIGH WATER LEVEL.
 QZ0337'BRONZE BENCH MARK DISK SET IN TOP OF BOULDER.
 QZ0337
 QZ0337                          STATION RECOVERY (1948)
 QZ0337
 QZ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 QZ0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0471 ***********************************************************************
 RA0471  DESIGNATION -  D 319
 RA0471  PID         -  RA0471
 RA0471  STATE/COUNTY-  ID/IDAHO
 RA0471  USGS QUAD   -  MOUGHMER POINT (1963)
 RA0471
 RA0471                         *CURRENT SURVEY CONTROL
 RA0471  ___________________________________________________________________
 RA0471* NAD 83(1986)-  45 58 19.     (N)    116 28 09.     (W)     SCALED    
 RA0471* NAVD 88     -       373.428  (meters)    1225.15   (feet)  ADJUSTED  
 RA0471  ___________________________________________________________________
 RA0471  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 RA0471  DYNAMIC HT  -         373.340 (meters)    1224.87  (feet)  COMP
 RA0471  MODELED GRAV-     980,374.2   (mgal)                       NAVD 88
 RA0471
 RA0471  VERT ORDER  -  SECOND    CLASS 0
 RA0471
 RA0471.The horizontal coordinates were scaled from a topographic map and have
 RA0471.an estimated accuracy of +/- 6 seconds.
 RA0471
 RA0471.The orthometric height was determined by differential leveling
 RA0471.and adjusted by the National Geodetic Survey in June 1991..
 RA0471
 RA0471.The geoid height was determined by GEOID03.
 RA0471
 RA0471.The dynamic height is computed by dividing the NAVD 88
 RA0471.geopotential number by the normal gravity value computed on the
 RA0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0471.degrees latitude (g = 980.6199 gals.).
 RA0471
 RA0471.The modeled gravity was interpolated from observed gravity values.
 RA0471
 RA0471;                    North         East    Units  Estimated Accuracy
 RA0471;SPC ID W     -   478,570.      744,270.      MT  (+/- 180 meters Scaled)
 RA0471
 RA0471                          SUPERSEDED SURVEY CONTROL
 RA0471
 RA0471  NGVD 29 (??/??/92)  372.319  (m)         1221.52   (f) ADJ UNCH    2 0
 RA0471
 RA0471.Superseded values are not recommended for survey control.
 RA0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0471.See file dsdata.txt to determine how the superseded data were derived.
 RA0471
 RA0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL411910(NAD 83)
 RA0471_MARKER: DB = BENCH MARK DISK
 RA0471_SETTING: 66 = SET IN ROCK OUTCROP
 RA0471_SP_SET: ROCK LEDGE
 RA0471_STAMPING: D 319 1945
 RA0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0471+STABILITY: POSITION/ELEVATION WELL
 RA0471
 RA0471  HISTORY     - Date     Condition        Report By
 RA0471  HISTORY     - 1945     MONUMENTED       CGS
 RA0471  HISTORY     - 1962     MARK NOT FOUND   NGS
 RA0471
 RA0471                          STATION DESCRIPTION
 RA0471
 RA0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0471'6.4 MI NW FROM RICE CREEK.
 RA0471'6.4 MILES NORTHWEST ALONG THE SALMON RIVER FROM THE RICE CREEK BRIDGE,
 RA0471'ON THE SOUTH SIDE OF RIVER FROM A POINT WHERE RIVER MAKES A SHARP CUT
 RA0471'DUE TO ROCK BLUFF AT WEST END OF RAPIDS, ON AND NEAR THE EAST END OF,
 RA0471'A ROCK BLUFF, AND ABOVE HIGH WATER LEVEL.  A BRONZE DISK, SET IN THE
 RA0471'TOP OF LEDGE ROCK.
 RA0471
 RA0471                          STATION RECOVERY (1962)
 RA0471
 RA0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RA0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0641 ***********************************************************************
 NV0641  DESIGNATION -  D 32
 NV0641  PID         -  NV0641
 NV0641  STATE/COUNTY-  ID/OWYHEE
 NV0641  USGS QUAD   -  AUSTIN BUTTE (1980)
 NV0641
 NV0641                         *CURRENT SURVEY CONTROL
 NV0641  ___________________________________________________________________
 NV0641* NAD 83(1986)-  42 31 58.     (N)    115 42 01.     (W)     SCALED    
 NV0641* NAVD 88     -      1257.843  (meters)    4126.77   (feet)  ADJUSTED  
 NV0641  ___________________________________________________________________
 NV0641  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 NV0641  DYNAMIC HT  -        1257.124 (meters)    4124.41  (feet)  COMP
 NV0641  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 NV0641
 NV0641  VERT ORDER  -  FIRST     CLASS II
 NV0641
 NV0641.The horizontal coordinates were scaled from a topographic map and have
 NV0641.an estimated accuracy of +/- 6 seconds.
 NV0641
 NV0641.The orthometric height was determined by differential leveling
 NV0641.and adjusted by the National Geodetic Survey in June 1991..
 NV0641
 NV0641.The geoid height was determined by GEOID03.
 NV0641
 NV0641.The dynamic height is computed by dividing the NAVD 88
 NV0641.geopotential number by the normal gravity value computed on the
 NV0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0641.degrees latitude (g = 980.6199 gals.).
 NV0641
 NV0641.The modeled gravity was interpolated from observed gravity values.
 NV0641
 NV0641;                    North         East    Units  Estimated Accuracy
 NV0641;SPC ID W     -    96,200.      804,090.      MT  (+/- 180 meters Scaled)
 NV0641
 NV0641                          SUPERSEDED SURVEY CONTROL
 NV0641
 NV0641  NGVD 29 (??/??/92) 1256.836  (m)         4123.47   (f) ADJ UNCH    1 2
 NV0641
 NV0641.Superseded values are not recommended for survey control.
 NV0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0641.See file dsdata.txt to determine how the superseded data were derived.
 NV0641
 NV0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH067097(NAD 83)
 NV0641_MARKER: DB = BENCH MARK DISK
 NV0641_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NV0641_SP_SET: UNSPEC. ROCK
 NV0641_STAMPING: D 32 1934
 NV0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0641
 NV0641  HISTORY     - Date     Condition        Report By
 NV0641  HISTORY     - 1934     MONUMENTED       CGS
 NV0641
 NV0641                          STATION DESCRIPTION
 NV0641
 NV0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0641'20.4 MI SW FROM HOT SPRING.
 NV0641'20.4 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0641'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, AT THE SOUTH END OF A
 NV0641'PROMINENT BLUFF, 120 FEET NORTH OF A LARGE CAVE, 115 FEET EAST OF THE
 NV0641'ROAD, IN THE TOP OF A ROCK, AND ABOUT 4 FEET ABOVE A WATERCOURSE.  A
 NV0641'STANDARD DISK, STAMPED D 32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0375 ***********************************************************************
 RA0375  DESIGNATION -  D 320
 RA0375  PID         -  RA0375
 RA0375  STATE/COUNTY-  ID/ADAMS
 RA0375  USGS QUAD   -  HOMESTEAD (1990)
 RA0375
 RA0375                         *CURRENT SURVEY CONTROL
 RA0375  ___________________________________________________________________
 RA0375* NAD 83(1986)-  45 02 55.     (N)    116 47 26.     (W)     SCALED    
 RA0375* NAVD 88     -       795.846  (meters)    2611.04   (feet)  ADJUSTED  
 RA0375  ___________________________________________________________________
 RA0375  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 RA0375  DYNAMIC HT  -         795.622 (meters)    2610.30  (feet)  COMP
 RA0375  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 RA0375
 RA0375  VERT ORDER  -  SECOND    CLASS 0
 RA0375
 RA0375.The horizontal coordinates were scaled from a topographic map and have
 RA0375.an estimated accuracy of +/- 6 seconds.
 RA0375
 RA0375.The orthometric height was determined by differential leveling
 RA0375.and adjusted by the National Geodetic Survey in June 1991..
 RA0375
 RA0375.The geoid height was determined by GEOID03.
 RA0375
 RA0375.The dynamic height is computed by dividing the NAVD 88
 RA0375.geopotential number by the normal gravity value computed on the
 RA0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0375.degrees latitude (g = 980.6199 gals.).
 RA0375
 RA0375.The modeled gravity was interpolated from observed gravity values.
 RA0375
 RA0375;                    North         East    Units  Estimated Accuracy
 RA0375;SPC ID W     -   376,240.      718,030.      MT  (+/- 180 meters Scaled)
 RA0375
 RA0375                          SUPERSEDED SURVEY CONTROL
 RA0375
 RA0375  NGVD 29 (??/??/92)  794.789  (m)         2607.57   (f) ADJ UNCH    2 0
 RA0375
 RA0375.Superseded values are not recommended for survey control.
 RA0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0375.See file dsdata.txt to determine how the superseded data were derived.
 RA0375
 RA0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK164883(NAD 83)
 RA0375_MARKER: DB = BENCH MARK DISK
 RA0375_SETTING: 66 = SET IN ROCK OUTCROP
 RA0375_SP_SET: ROCK OUTCROP
 RA0375_STAMPING: D 320 1946
 RA0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0375+STABILITY: POSITION/ELEVATION WELL
 RA0375
 RA0375  HISTORY     - Date     Condition        Report By
 RA0375  HISTORY     - 1946     MONUMENTED       CGS
 RA0375
 RA0375                          STATION DESCRIPTION
 RA0375
 RA0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0375'41.2 MI NW FROM FRUITVALE.
 RA0375'ABOUT 41.2 MILES NORTHWEST ALONG THE FRUITVALE-HOMESTEAD ROAD FROM THE
 RA0375'POST OFFICE AT FRUITVALE, 4.2 MILES NORTHEAST OF THE POST OFFICE AT
 RA0375'HOMESTEAD, 20 YARDS NORTH OF A SHARP CURVE, 8.5 FEET WEST OF THE
 RA0375'CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0561 ***********************************************************************
 QA0561  DESIGNATION -  D 322
 QA0561  PID         -  QA0561
 QA0561  STATE/COUNTY-  ID/VALLEY
 QA0561  USGS QUAD   -  WARM LAKE (1988)
 QA0561
 QA0561                         *CURRENT SURVEY CONTROL
 QA0561  ___________________________________________________________________
 QA0561* NAD 83(1986)-  44 42 48.     (N)    115 41 26.     (W)     SCALED    
 QA0561* NAVD 88     -      1531.445  (meters)    5024.42   (feet)  ADJUSTED  
 QA0561  ___________________________________________________________________
 QA0561  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 QA0561  DYNAMIC HT  -        1530.680 (meters)    5021.91  (feet)  COMP
 QA0561  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 QA0561
 QA0561  VERT ORDER  -  SECOND    CLASS 0
 QA0561
 QA0561.The horizontal coordinates were scaled from a topographic map and have
 QA0561.an estimated accuracy of +/- 6 seconds.
 QA0561
 QA0561.The orthometric height was determined by differential leveling
 QA0561.and adjusted by the National Geodetic Survey in June 1991..
 QA0561
 QA0561.The geoid height was determined by GEOID03.
 QA0561
 QA0561.The dynamic height is computed by dividing the NAVD 88
 QA0561.geopotential number by the normal gravity value computed on the
 QA0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0561.degrees latitude (g = 980.6199 gals.).
 QA0561
 QA0561.The modeled gravity was interpolated from observed gravity values.
 QA0561
 QA0561;                    North         East    Units  Estimated Accuracy
 QA0561;SPC ID W     -   338,450.      804,710.      MT  (+/- 180 meters Scaled)
 QA0561
 QA0561                          SUPERSEDED SURVEY CONTROL
 QA0561
 QA0561  NGVD 29 (??/??/92) 1530.252  (m)         5020.50   (f) ADJ UNCH    2 0
 QA0561
 QA0561.Superseded values are not recommended for survey control.
 QA0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0561.See file dsdata.txt to determine how the superseded data were derived.
 QA0561
 QA0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK037519(NAD 83)
 QA0561_MARKER: DB = BENCH MARK DISK
 QA0561_SETTING: 66 = SET IN ROCK OUTCROP
 QA0561_SP_SET: ROCK OUTCROP
 QA0561_STAMPING: D 322 1947
 QA0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0561+STABILITY: POSITION/ELEVATION WELL
 QA0561
 QA0561  HISTORY     - Date     Condition        Report By
 QA0561  HISTORY     - 1947     MONUMENTED       CGS
 QA0561  HISTORY     - 1948     GOOD             NGS
 QA0561  HISTORY     - 1953     MARK NOT FOUND   USGS
 QA0561
 QA0561                          STATION DESCRIPTION
 QA0561
 QA0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QA0561'5.9 MI N FROM WARM LAKE.
 QA0561'2.0 MILES NORTHWEST ALONG STIBNITE ROAD FROM THE POST OFFICE AT WARM
 QA0561'LAKE, THENCE 3.9 MILES NORTH ALONG THE SOUTH FORK ROAD, ABOUT 0.4 MILE
 QA0561'NORTH OF NICKLE CREEK, AT THE INTERSECTION OF SOUTH FORK ROAD AND A
 QA0561'DIRT ROAD LEADING WEST TO PENNY SPRINGS FOREST CAMP, 40.5 FEET EAST OF
 QA0561'THE CENTER LINE OF THE SOUTH FORK ROAD, 27.0 FEET NORTH OF THE CENTER
 QA0561'LINE OF THE PROLONGATION OF THE DIRT ROAD WEST, SET IN THE TOP OF A
 QA0561'GRANITE ROAD OUTCROP PROJECTING 1 1/2 FEET ABOVE THE GROUND AND ABOUT
 QA0561'5 FEET ABOVE THE ROAD.
 QA0561
 QA0561                          STATION RECOVERY (1953)
 QA0561
 QA0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 QA0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0277 ***********************************************************************
 QA0277  DESIGNATION -  D 323
 QA0277  PID         -  QA0277
 QA0277  STATE/COUNTY-  ID/VALLEY
 QA0277  USGS QUAD   -  PUNGO MOUNTAIN (1973)
 QA0277
 QA0277                         *CURRENT SURVEY CONTROL
 QA0277  ___________________________________________________________________
 QA0277* NAD 83(1986)-  44 45 27.     (N)    115 06 55.     (W)     SCALED    
 QA0277* NAVD 88     -      1432.130  (meters)    4698.58   (feet)  ADJUSTED  
 QA0277  ___________________________________________________________________
 QA0277  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 QA0277  DYNAMIC HT  -        1431.250 (meters)    4695.69  (feet)  COMP
 QA0277  MODELED GRAV-     979,956.6   (mgal)                       NAVD 88
 QA0277
 QA0277  VERT ORDER  -  SECOND    CLASS 0
 QA0277
 QA0277.The horizontal coordinates were scaled from a topographic map and have
 QA0277.an estimated accuracy of +/- 6 seconds.
 QA0277
 QA0277.The orthometric height was determined by differential leveling
 QA0277.and adjusted by the National Geodetic Survey in June 1991..
 QA0277
 QA0277.The geoid height was determined by GEOID03.
 QA0277
 QA0277.The dynamic height is computed by dividing the NAVD 88
 QA0277.geopotential number by the normal gravity value computed on the
 QA0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0277.degrees latitude (g = 980.6199 gals.).
 QA0277
 QA0277.The modeled gravity was interpolated from observed gravity values.
 QA0277
 QA0277;                    North         East    Units  Estimated Accuracy
 QA0277;SPC ID W     -   343,560.      850,250.      MT  (+/- 180 meters Scaled)
 QA0277
 QA0277                          SUPERSEDED SURVEY CONTROL
 QA0277
 QA0277  NGVD 29 (??/??/92) 1430.605  (m)         4693.58   (f) ADJ UNCH    2 0
 QA0277
 QA0277.Superseded values are not recommended for survey control.
 QA0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0277.See file dsdata.txt to determine how the superseded data were derived.
 QA0277
 QA0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK491577(NAD 83)
 QA0277_MARKER: DB = BENCH MARK DISK
 QA0277_SETTING: 80 = SET IN A BOULDER
 QA0277_SP_SET: BOULDER
 QA0277_STAMPING: D 323 1947
 QA0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0277+STABILITY: SURFACE MOTION
 QA0277
 QA0277  HISTORY     - Date     Condition        Report By
 QA0277  HISTORY     - 1947     MONUMENTED       CGS
 QA0277  HISTORY     - 1973     MARK NOT FOUND   USGS
 QA0277
 QA0277                          STATION DESCRIPTION
 QA0277
 QA0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0277'2.0 MI E FROM MIDDLE FORK GUARD STATION.
 QA0277'ALONG FOREST SERVICE TRAIL FROM MIDDLE FORK GUARD STATION, SET IN
 QA0277'BOULDER PROTRUDING 1 FOOT ABOVE GROUND, 5.8 FEET SOUTH-EAST OF MIDDLE
 QA0277'FORK TRAIL, 135 FEET NORTH OF FOREST SERVICE 20 MILE SIGN AND IN THE
 QA0277'SOUTH END OF SAME CLEARING THAT INDIAN CREEK AIR STRIP IS IN.
 QA0277
 QA0277                          STATION RECOVERY (1973)
 QA0277
 QA0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QA0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0213 ***********************************************************************
 QA0213  DESIGNATION -  D 324
 QA0213  PID         -  QA0213
 QA0213  STATE/COUNTY-  ID/LEMHI
 QA0213  USGS QUAD   -  RAMEY HILL (1962)
 QA0213
 QA0213                         *CURRENT SURVEY CONTROL
 QA0213  ___________________________________________________________________
 QA0213* NAD 83(1986)-  44 50 29.     (N)    114 46 21.     (W)     SCALED    
 QA0213* NAVD 88     -      1208.588  (meters)    3965.18   (feet)  ADJUSTED  
 QA0213  ___________________________________________________________________
 QA0213  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 QA0213  DYNAMIC HT  -        1207.864 (meters)    3962.80  (feet)  COMP
 QA0213  MODELED GRAV-     979,981.0   (mgal)                       NAVD 88
 QA0213
 QA0213  VERT ORDER  -  SECOND    CLASS 0
 QA0213
 QA0213.The horizontal coordinates were scaled from a topographic map and have
 QA0213.an estimated accuracy of +/- 6 seconds.
 QA0213
 QA0213.The orthometric height was determined by differential leveling
 QA0213.and adjusted by the National Geodetic Survey in June 1991..
 QA0213
 QA0213.The geoid height was determined by GEOID03.
 QA0213
 QA0213.The dynamic height is computed by dividing the NAVD 88
 QA0213.geopotential number by the normal gravity value computed on the
 QA0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0213.degrees latitude (g = 980.6199 gals.).
 QA0213
 QA0213.The modeled gravity was interpolated from observed gravity values.
 QA0213
 QA0213;                    North         East    Units  Estimated Accuracy
 QA0213;SPC ID C     -   352,980.      438,930.      MT  (+/- 180 meters Scaled)
 QA0213
 QA0213                          SUPERSEDED SURVEY CONTROL
 QA0213
 QA0213  NGVD 29 (??/??/92) 1207.087  (m)         3960.25   (f) ADJ UNCH    2 0
 QA0213
 QA0213.Superseded values are not recommended for survey control.
 QA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0213.See file dsdata.txt to determine how the superseded data were derived.
 QA0213
 QA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK760677(NAD 83)
 QA0213_MARKER: DB = BENCH MARK DISK
 QA0213_SETTING: 80 = SET IN A BOULDER
 QA0213_SP_SET: BOULDER
 QA0213_STAMPING: D 324 1947
 QA0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0213+STABILITY: SURFACE MOTION
 QA0213
 QA0213  HISTORY     - Date     Condition        Report By
 QA0213  HISTORY     - 1947     MONUMENTED       CGS
 QA0213  HISTORY     - 1962     MARK NOT FOUND   USGS
 QA0213
 QA0213                          STATION DESCRIPTION
 QA0213
 QA0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0213'29.8 MI NE FROM MIDDLE FORK GUARD STATION.
 QA0213'29.8 MILES NE ALONG MIDDLE FORK TRAIL ALONG THE FOREST SERVICE TRAIL
 QA0213'FROM THE MIDDLE FORK GUARD STATION, SET IN A FLAT BOULDER AT GROUND
 QA0213'LEVEL, ON A BLUFF OVERLOOKING THE RIVER, 34.7 FEET NORTH OF THE MIDDLE
 QA0213'FORK TRAIL, 60 YARDS EAST OF FOREST SERVICE 47-MILE SIGN. USBM PAINTED
 QA0213'ON BOULDER WITH WHITE PAINT.  NOTE-- FOREST SERVICE MILE SIGNS
 QA0213'INDICATE DISTANCE TO SNOW-SHOE CABIN.
 QA0213
 QA0213                          STATION RECOVERY (1962)
 QA0213
 QA0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QA0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0139 ***********************************************************************
 QZ0139  DESIGNATION -  D 325
 QZ0139  PID         -  QZ0139
 QZ0139  STATE/COUNTY-  ID/VALLEY
 QZ0139  USGS QUAD   -  PAPOOSE PEAK (1962)
 QZ0139
 QZ0139                         *CURRENT SURVEY CONTROL
 QZ0139  ___________________________________________________________________
 QZ0139* NAD 83(1986)-  45 08 54.     (N)    114 47 41.     (W)     SCALED    
 QZ0139* NAVD 88     -      2175.940  (meters)    7138.90   (feet)  ADJUSTED  
 QZ0139  ___________________________________________________________________
 QZ0139  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 QZ0139  DYNAMIC HT  -        2174.703 (meters)    7134.84  (feet)  COMP
 QZ0139  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 QZ0139
 QZ0139  VERT ORDER  -  SECOND    CLASS 0
 QZ0139
 QZ0139.The horizontal coordinates were scaled from a topographic map and have
 QZ0139.an estimated accuracy of +/- 6 seconds.
 QZ0139
 QZ0139.The orthometric height was determined by differential leveling
 QZ0139.and adjusted by the National Geodetic Survey in June 1991..
 QZ0139
 QZ0139.The geoid height was determined by GEOID03.
 QZ0139
 QZ0139.The dynamic height is computed by dividing the NAVD 88
 QZ0139.geopotential number by the normal gravity value computed on the
 QZ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0139.degrees latitude (g = 980.6199 gals.).
 QZ0139
 QZ0139.The modeled gravity was interpolated from observed gravity values.
 QZ0139
 QZ0139;                    North         East    Units  Estimated Accuracy
 QZ0139;SPC ID W     -   387,230.      875,120.      MT  (+/- 180 meters Scaled)
 QZ0139
 QZ0139                          SUPERSEDED SURVEY CONTROL
 QZ0139
 QZ0139  NGVD 29 (??/??/92) 2174.526  (m)         7134.26   (f) ADJ UNCH    2 0
 QZ0139
 QZ0139.Superseded values are not recommended for survey control.
 QZ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0139.See file dsdata.txt to determine how the superseded data were derived.
 QZ0139
 QZ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL733017(NAD 83)
 QZ0139_MARKER: DB = BENCH MARK DISK
 QZ0139_SETTING: 80 = SET IN A BOULDER
 QZ0139_SP_SET: BOULDER
 QZ0139_STAMPING: D 325 1947
 QZ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0139+STABILITY: SURFACE MOTION
 QZ0139
 QZ0139  HISTORY     - Date     Condition        Report By
 QZ0139  HISTORY     - 1947     MONUMENTED       CGS
 QZ0139  HISTORY     - 1955     GOOD             NGS
 QZ0139
 QZ0139                          STATION DESCRIPTION
 QZ0139
 QZ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0139'7.9 MI NW FROM MOUTH OF BIG CREEK.
 QZ0139'7.9 MILES NORTHWEST (4.3 MILES WEST ALONG BIG CREEK, THENCE 3.6 MILES
 QZ0139'NORTH ALONG GOAT CREEK) ALONG MIDDLE FORK TRAIL FROM THE MOUTH OF BIG
 QZ0139'CREEK, ABOUT 125 FEET NORTH OF A ROCKY POINT OVERLOOKING CLIFF CREEK
 QZ0139'CANYON, 25 FEET NORTH OF THE TRAIL, AND SET IN TOP OF A LARGE BOULDER
 QZ0139'PROJECTING 1 FOOT ABOVE THE GROUND.  USBM PAINTED WHITE ON BOULDER.
 QZ0139
 QZ0139                          STATION RECOVERY (1955)
 QZ0139
 QZ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QZ0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0162 ***********************************************************************
 QZ0162  DESIGNATION -  D 326
 QZ0162  PID         -  QZ0162
 QZ0162  STATE/COUNTY-  ID/IDAHO
 QZ0162  USGS QUAD   -  LONG TOM MTN (1962)
 QZ0162
 QZ0162                         *CURRENT SURVEY CONTROL
 QZ0162  ___________________________________________________________________
 QZ0162* NAD 83(1986)-  45 17 23.     (N)    114 36 38.     (W)     SCALED    
 QZ0162* NAVD 88     -      1407.233  (meters)    4616.90   (feet)  ADJUSTED  
 QZ0162  ___________________________________________________________________
 QZ0162  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 QZ0162  DYNAMIC HT  -        1406.703 (meters)    4615.16  (feet)  COMP
 QZ0162  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 QZ0162
 QZ0162  VERT ORDER  -  SECOND    CLASS 0
 QZ0162
 QZ0162.The horizontal coordinates were scaled from a topographic map and have
 QZ0162.an estimated accuracy of +/- 6 seconds.
 QZ0162
 QZ0162.The orthometric height was determined by differential leveling
 QZ0162.and adjusted by the National Geodetic Survey in June 1991..
 QZ0162
 QZ0162.The geoid height was determined by GEOID03.
 QZ0162
 QZ0162.The dynamic height is computed by dividing the NAVD 88
 QZ0162.geopotential number by the normal gravity value computed on the
 QZ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0162.degrees latitude (g = 980.6199 gals.).
 QZ0162
 QZ0162.The modeled gravity was interpolated from observed gravity values.
 QZ0162
 QZ0162;                    North         East    Units  Estimated Accuracy
 QZ0162;SPC ID W     -   403,130.      889,380.      MT  (+/- 180 meters Scaled)
 QZ0162
 QZ0162                          SUPERSEDED SURVEY CONTROL
 QZ0162
 QZ0162  NGVD 29 (??/??/92) 1406.074  (m)         4613.09   (f) ADJ UNCH    2 0
 QZ0162
 QZ0162.Superseded values are not recommended for survey control.
 QZ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0162.See file dsdata.txt to determine how the superseded data were derived.
 QZ0162
 QZ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL873179(NAD 83)
 QZ0162_MARKER: DB = BENCH MARK DISK
 QZ0162_SETTING: 80 = SET IN A BOULDER
 QZ0162_SP_SET: BOULDER
 QZ0162_STAMPING: D 326 1947
 QZ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0162+STABILITY: SURFACE MOTION
 QZ0162
 QZ0162  HISTORY     - Date     Condition        Report By
 QZ0162  HISTORY     - 1947     MONUMENTED       CGS
 QZ0162
 QZ0162                          STATION DESCRIPTION
 QZ0162
 QZ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0162'1.8 MI SW FROM SALMON RIVER PACKBRIDGE.
 QZ0162'1.8 MILES SOUTHWEST ALONG MIDDLE FORK TRAIL FROM THE SALMON RIVER
 QZ0162'PACKBRIDGE WHICH IS AOBUT 0.5 MILE NORTHWEST OF THE MOUTH OF MIDDLE
 QZ0162'FORK SALMON RIVER, IN A SMALL SADDLE OVERLOOKING THE SALMON RIVER TO
 QZ0162'THE NORTHEAST AND THE MIDDLE FORK SALMON RIVER TO THE SOUTHEAST, AND
 QZ0162'SET IN THE TOP OF A BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE
 QZ0162'GROUND.  USBM PAINTED ON BOULDER WITH RED PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0371 ***********************************************************************
 QZ0371  DESIGNATION -  D 327
 QZ0371  PID         -  QZ0371
 QZ0371  STATE/COUNTY-  ID/VALLEY
 QZ0371  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0371
 QZ0371                         *CURRENT SURVEY CONTROL
 QZ0371  ___________________________________________________________________
 QZ0371* NAD 83(1986)-  45 02 31.     (N)    115 41 15.     (W)     SCALED    
 QZ0371* NAVD 88     -      1103.179  (meters)    3619.35   (feet)  ADJUSTED  
 QZ0371  ___________________________________________________________________
 QZ0371  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 QZ0371  DYNAMIC HT  -        1102.738 (meters)    3617.90  (feet)  COMP
 QZ0371  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 QZ0371
 QZ0371  VERT ORDER  -  SECOND    CLASS 0
 QZ0371
 QZ0371.The horizontal coordinates were scaled from a topographic map and have
 QZ0371.an estimated accuracy of +/- 6 seconds.
 QZ0371
 QZ0371.The orthometric height was determined by differential leveling
 QZ0371.and adjusted by the National Geodetic Survey in June 1991..
 QZ0371
 QZ0371.The geoid height was determined by GEOID03.
 QZ0371
 QZ0371.The dynamic height is computed by dividing the NAVD 88
 QZ0371.geopotential number by the normal gravity value computed on the
 QZ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0371.degrees latitude (g = 980.6199 gals.).
 QZ0371
 QZ0371.The modeled gravity was interpolated from observed gravity values.
 QZ0371
 QZ0371;                    North         East    Units  Estimated Accuracy
 QZ0371;SPC ID W     -   374,970.      804,920.      MT  (+/- 180 meters Scaled)
 QZ0371
 QZ0371                          SUPERSEDED SURVEY CONTROL
 QZ0371
 QZ0371  NGVD 29 (??/??/92) 1102.039  (m)         3615.61   (f) ADJ UNCH    2 0
 QZ0371
 QZ0371.Superseded values are not recommended for survey control.
 QZ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0371.See file dsdata.txt to determine how the superseded data were derived.
 QZ0371
 QZ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK033884(NAD 83)
 QZ0371_MARKER: DB = BENCH MARK DISK
 QZ0371_SETTING: 80 = SET IN A BOULDER
 QZ0371_SP_SET: BOULDER
 QZ0371_STAMPING: D 327 1948
 QZ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0371+STABILITY: SURFACE MOTION
 QZ0371
 QZ0371  HISTORY     - Date     Condition        Report By
 QZ0371  HISTORY     - 1948     MONUMENTED       CGS
 QZ0371  HISTORY     - 1958     GOOD             NGS
 QZ0371
 QZ0371                          STATION DESCRIPTION
 QZ0371
 QZ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0371'1.8 MI N FROM MOUTH OF SECESH RIVER.
 QZ0371'ABOUT 1.8 MILES NORTH ALONG THE SOUTH FORK TRAIL FROM THE MOUTH OF THE
 QZ0371'SECESH RIVER, ABOUT 0.3 MILE SOUTH OF TAILHOLT CREEK, AT A POINT WHERE
 QZ0371'THE SOUTH FORK OF THE SALMON RIVER MAKES A HORSESHOE CURVE, 18.0 FEET
 QZ0371'EAST OF THE CENTER LINE OF THE TRAIL, 12.0 FEET NORTH OF A LONE
 QZ0371'36-INCH PINE TREE, SET IN THE TOP OF A PROMINENT BOULDER AND ABOUT 7
 QZ0371'FEET BELOW THE TRAIL.
 QZ0371
 QZ0371                          STATION RECOVERY (1958)
 QZ0371
 QZ0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 QZ0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0372 ***********************************************************************
 QZ0372  DESIGNATION -  D 327 RESET
 QZ0372  PID         -  QZ0372
 QZ0372  STATE/COUNTY-  ID/VALLEY
 QZ0372  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0372
 QZ0372                         *CURRENT SURVEY CONTROL
 QZ0372  ___________________________________________________________________
 QZ0372* NAD 83(1986)-  45 02 31.     (N)    115 41 15.     (W)     SCALED    
 QZ0372* NAVD 88     -      1109.65   (meters)    3640.6    (feet)  RESET     
 QZ0372  ___________________________________________________________________
 QZ0372  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 QZ0372
 QZ0372  VERT ORDER  -  THIRD
 QZ0372
 QZ0372.The horizontal coordinates were scaled from a topographic map and have
 QZ0372.an estimated accuracy of +/- 6 seconds.
 QZ0372
 QZ0372.The orthometric height was computed from unverified reset data.
 QZ0372.No vertical observational check was made to the station.
 QZ0372
 QZ0372.The geoid height was determined by GEOID03.
 QZ0372
 QZ0372;                    North         East    Units  Estimated Accuracy
 QZ0372;SPC ID W     -   374,970.      804,920.      MT  (+/- 180 meters Scaled)
 QZ0372
 QZ0372                          SUPERSEDED SURVEY CONTROL
 QZ0372
 QZ0372  NGVD 29 (??/??/??) 1108.52   (m)         3636.9    (f) RESET       3  
 QZ0372
 QZ0372.Superseded values are not recommended for survey control.
 QZ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0372.See file dsdata.txt to determine how the superseded data were derived.
 QZ0372
 QZ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK033884(NAD 83)
 QZ0372_MARKER: DB = BENCH MARK DISK
 QZ0372_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0372_SP_SET: GRANITE OUTCROP
 QZ0372_STAMPING: D 327 RESET 1958
 QZ0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0372+STABILITY: POSITION/ELEVATION WELL
 QZ0372
 QZ0372  HISTORY     - Date     Condition        Report By
 QZ0372  HISTORY     - 1958     MONUMENTED       CGS
 QZ0372
 QZ0372                          STATION DESCRIPTION
 QZ0372
 QZ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QZ0372'1.8 MI N FROM MOUTH OF SECESH RIVER.
 QZ0372'1.8 MILES NORTH ALONG THE SOUTH FORK TRAIL FROM THE MOUTH OF THE
 QZ0372'SECESH RIVER, ABOUT 0.3 MILE SOUTH OF TAILHOLT CREEK, IN THE CENTER OF
 QZ0372'A SMALL RAVINE, IN THE TOP OF A GRANITE OUTCROP WHICH PROJECTS ABOUT 2
 QZ0372'FEET ABOVE THE GROUND, ABOUT 25 FEET NORTHWEST OF THE CENTER OF THE
 QZ0372'TRAIL, 6 FEET EAST OF THE EAST FACE OF A 10-FOOT HIGH OUTCROP, AND
 QZ0372'ABOUT 14 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0398 ***********************************************************************
 QZ0398  DESIGNATION -  D 328
 QZ0398  PID         -  QZ0398
 QZ0398  STATE/COUNTY-  ID/VALLEY
 QZ0398  USGS QUAD   -  PILOT PEAK (1969)
 QZ0398
 QZ0398                         *CURRENT SURVEY CONTROL
 QZ0398  ___________________________________________________________________
 QZ0398* NAD 83(1986)-  45 11 43.     (N)    115 33 53.     (W)     SCALED    
 QZ0398* NAVD 88     -       934.740  (meters)    3066.73   (feet)  ADJUSTED  
 QZ0398  ___________________________________________________________________
 QZ0398  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 QZ0398  DYNAMIC HT  -         934.322 (meters)    3065.35  (feet)  COMP
 QZ0398  MODELED GRAV-     980,141.8   (mgal)                       NAVD 88
 QZ0398
 QZ0398  VERT ORDER  -  SECOND    CLASS 0
 QZ0398
 QZ0398.The horizontal coordinates were scaled from a topographic map and have
 QZ0398.an estimated accuracy of +/- 6 seconds.
 QZ0398
 QZ0398.The orthometric height was determined by differential leveling
 QZ0398.and adjusted by the National Geodetic Survey in June 1991..
 QZ0398
 QZ0398.The geoid height was determined by GEOID03.
 QZ0398
 QZ0398.The dynamic height is computed by dividing the NAVD 88
 QZ0398.geopotential number by the normal gravity value computed on the
 QZ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0398.degrees latitude (g = 980.6199 gals.).
 QZ0398
 QZ0398.The modeled gravity was interpolated from observed gravity values.
 QZ0398
 QZ0398;                    North         East    Units  Estimated Accuracy
 QZ0398;SPC ID W     -   392,020.      814,560.      MT  (+/- 180 meters Scaled)
 QZ0398
 QZ0398                          SUPERSEDED SURVEY CONTROL
 QZ0398
 QZ0398  NGVD 29 (??/??/92)  933.538  (m)         3062.78   (f) ADJ UNCH    2 0
 QZ0398
 QZ0398.Superseded values are not recommended for survey control.
 QZ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0398.See file dsdata.txt to determine how the superseded data were derived.
 QZ0398
 QZ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL127056(NAD 83)
 QZ0398_MARKER: DB = BENCH MARK DISK
 QZ0398_SETTING: 80 = SET IN A BOULDER
 QZ0398_SP_SET: BOULDER
 QZ0398_STAMPING: D 328 1948
 QZ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0398+STABILITY: SURFACE MOTION
 QZ0398
 QZ0398  HISTORY     - Date     Condition        Report By
 QZ0398  HISTORY     - 1948     MONUMENTED       CGS
 QZ0398
 QZ0398                          STATION DESCRIPTION
 QZ0398
 QZ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0398'2.2 MI N FROM SOUTH FORK GUARD STATION.
 QZ0398'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0398'STATION, THENCE 0.2 MILE NORTH ALONG THE SOUTH FORK TRAIL, ABOUT 0.7
 QZ0398'MILE NORTH OF THE BARKELL RANCH, ABOUT 0.1 MILE SOUTH OF THE
 QZ0398'VALLEY-IDAHO COUNTY BOUNDRY LINE, AT A CLEARING, 32.5 FEET WEST OF THE
 QZ0398'CENTER LINE OF THE SOUTH FORK TRAIL, 16.0 FEET NORTHWEST OF A 6-INCH
 QZ0398'PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A HUGE, SQUARE
 QZ0398'GRANITE BOULDER PROJECTING 6.0 FEET ABOVE THE GROUND AND ABOUT 8 FEET
 QZ0398'ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0235 ***********************************************************************
 QA0235  DESIGNATION -  D 329
 QA0235  PID         -  QA0235
 QA0235  STATE/COUNTY-  ID/VALLEY
 QA0235  USGS QUAD   -  PISTOL LAKE (1990)
 QA0235
 QA0235                         *CURRENT SURVEY CONTROL
 QA0235  ___________________________________________________________________
 QA0235* NAD 83(1986)-  44 38 39.     (N)    115 26 51.     (W)     SCALED    
 QA0235* NAVD 88     -      2385.103  (meters)    7825.13   (feet)  ADJUSTED  
 QA0235  ___________________________________________________________________
 QA0235  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 QA0235  DYNAMIC HT  -        2383.607 (meters)    7820.22  (feet)  COMP
 QA0235  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 QA0235
 QA0235  VERT ORDER  -  SECOND    CLASS 0
 QA0235
 QA0235.The horizontal coordinates were scaled from a topographic map and have
 QA0235.an estimated accuracy of +/- 6 seconds.
 QA0235
 QA0235.The orthometric height was determined by differential leveling
 QA0235.and adjusted by the National Geodetic Survey in June 1991..
 QA0235
 QA0235.The geoid height was determined by GEOID03.
 QA0235
 QA0235.The dynamic height is computed by dividing the NAVD 88
 QA0235.geopotential number by the normal gravity value computed on the
 QA0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0235.degrees latitude (g = 980.6199 gals.).
 QA0235
 QA0235.The modeled gravity was interpolated from observed gravity values.
 QA0235
 QA0235;                    North         East    Units  Estimated Accuracy
 QA0235;SPC ID W     -   330,810.      824,000.      MT  (+/- 180 meters Scaled)
 QA0235
 QA0235                          SUPERSEDED SURVEY CONTROL
 QA0235
 QA0235  NGVD 29 (??/??/92) 2383.686  (m)         7820.48   (f) ADJ UNCH    2 0
 QA0235
 QA0235.Superseded values are not recommended for survey control.
 QA0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0235.See file dsdata.txt to determine how the superseded data were derived.
 QA0235
 QA0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK231445(NAD 83)
 QA0235_MARKER: DB = BENCH MARK DISK
 QA0235_SETTING: 66 = SET IN ROCK OUTCROP
 QA0235_SP_SET: ROCK OUTCROP
 QA0235_STAMPING: D 329 1948
 QA0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0235+STABILITY: POSITION/ELEVATION WELL
 QA0235
 QA0235  HISTORY     - Date     Condition        Report By
 QA0235  HISTORY     - 1948     MONUMENTED       CGS
 QA0235
 QA0235                          STATION DESCRIPTION
 QA0235
 QA0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0235'8.8 MI E FROM LANDMARK RANGER STATION.
 QA0235'8.8 MILES EAST ALONG THE LANDMARK-LUCKY LAD MINE ROAD FROM THE RANGER
 QA0235'STATION AT LANDMARK, ABOUT 1.2 MILES EAST OF PISTOL CREEK SUMMIT, IN A
 QA0235'SADDLE, AT A LARGE CLEARING, 80.5 FEET SOUTH OF THE CENTER LINE OF THE
 QA0235'ROAD, 25.0 FEET NORTHEAST OF AN 8-INCH PINE TREE WITH A TRIANGULAR
 QA0235'BLAZE, SET IN THE TOP OF A GRANITE ROCK OUTCROP PROJECTING 0.6 FOOT
 QA0235'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0013 ***********************************************************************
 NW0013  DESIGNATION -  D 33
 NW0013  PID         -  NW0013
 NW0013  STATE/COUNTY-  ID/OWYHEE
 NW0013  USGS QUAD   -  MOUNTAIN VIEW LAKE (1971)
 NW0013
 NW0013                         *CURRENT SURVEY CONTROL
 NW0013  ___________________________________________________________________
 NW0013* NAD 83(1986)-  42 02 18.     (N)    116 08 20.     (W)     SCALED    
 NW0013* NAVD 88     -      1625.941  (meters)    5334.44   (feet)  ADJUSTED  
 NW0013  ___________________________________________________________________
 NW0013  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 NW0013  DYNAMIC HT  -        1624.791 (meters)    5330.67  (feet)  COMP
 NW0013  MODELED GRAV-     979,857.4   (mgal)                       NAVD 88
 NW0013
 NW0013  VERT ORDER  -  FIRST     CLASS II
 NW0013
 NW0013.The horizontal coordinates were scaled from a topographic map and have
 NW0013.an estimated accuracy of +/- 6 seconds.
 NW0013
 NW0013.The orthometric height was determined by differential leveling
 NW0013.and adjusted by the National Geodetic Survey in June 1991..
 NW0013
 NW0013.The geoid height was determined by GEOID03.
 NW0013
 NW0013.The dynamic height is computed by dividing the NAVD 88
 NW0013.geopotential number by the normal gravity value computed on the
 NW0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0013.degrees latitude (g = 980.6199 gals.).
 NW0013
 NW0013.The modeled gravity was interpolated from observed gravity values.
 NW0013
 NW0013;                    North         East    Units  Estimated Accuracy
 NW0013;SPC ID W     -    41,350.      767,800.      MT  (+/- 180 meters Scaled)
 NW0013
 NW0013                          SUPERSEDED SURVEY CONTROL
 NW0013
 NW0013  NGVD 29 (??/??/92) 1624.786  (m)         5330.65   (f) ADJ UNCH    1 2
 NW0013
 NW0013.Superseded values are not recommended for survey control.
 NW0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0013.See file dsdata.txt to determine how the superseded data were derived.
 NW0013
 NW0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG712543(NAD 83)
 NW0013_MARKER: DB = BENCH MARK DISK
 NW0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0013_STAMPING: D 33 1934
 NW0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0013+STABILITY: SURFACE MOTION
 NW0013
 NW0013  HISTORY     - Date     Condition        Report By
 NW0013  HISTORY     - 1934     MONUMENTED       CGS
 NW0013  HISTORY     - 1971     MARK NOT FOUND   USGS
 NW0013
 NW0013                          STATION DESCRIPTION
 NW0013
 NW0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NW0013'6.8 MI N FROM OWYHEE, NV.
 NW0013'IN OWYHEE COUNTY, IDAHO, 6.8 MILES NORTH ALONG THE ROAD TO RIDDLE FROM
 NW0013'THE POST OFFICE AT OWYHEE, ELKO COUNTY, NEVADA, IN THE WESTERN
 NW0013'SHOSHONE INDIAN RESERVATION, 1.2 MILES NORTH OF A CORRUGATED-IRON PIPE
 NW0013'CULVERT, 0.2 MILE NORTH OF A PROMINENT SUMMIT, ABOUT 300 FEET EAST OF
 NW0013'A RIDGE PARALLELING THE ROAD, AND ON A SMALL KNOLL 40 FEET EAST OF THE
 NW0013'ROAD.  A STANDARD DISK, STAMPED D 33 1934 AND SET IN THE TOP OF A
 NW0013'CONCRETE POST.  NOTE-- THE ROAD DESCRIBED IN THE LEVEL LINE NOTES HAS
 NW0013'BEEN REALIGNED AND REBUILT TWICE SINCE THIS LINE WAS ESTABLISHED. A
 NW0013'SEARCH WAS MADE FOR THIS BM ALONG THE NEW ROAD, ALONG AN ABANDONED
 NW0013'ROAD AND ALONG A FAINT TRACK ROAD ALL IN THIS GENERAL AREA, AND NO
 NW0013'TRACE OF THE BM COULD BE FOUND.
 NW0013
 NW0013                          STATION RECOVERY (1971)
 NW0013
 NW0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NW0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0609 ***********************************************************************
 QA0609  DESIGNATION -  D 330
 QA0609  PID         -  QA0609
 QA0609  STATE/COUNTY-  ID/VALLEY
 QA0609  USGS QUAD   -  TYNDALL MEADOWS (1988)
 QA0609
 QA0609                         *CURRENT SURVEY CONTROL
 QA0609  ___________________________________________________________________
 QA0609* NAD 83(1986)-  44 37 18.     (N)    115 31 07.     (W)     SCALED    
 QA0609* NAVD 88     -      2049.516  (meters)    6724.12   (feet)  ADJUSTED  
 QA0609  ___________________________________________________________________
 QA0609  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 QA0609  DYNAMIC HT  -        2048.312 (meters)    6720.17  (feet)  COMP
 QA0609  MODELED GRAV-     979,957.0   (mgal)                       NAVD 88
 QA0609
 QA0609  VERT ORDER  -  SECOND    CLASS 0
 QA0609
 QA0609.The horizontal coordinates were scaled from a topographic map and have
 QA0609.an estimated accuracy of +/- 6 seconds.
 QA0609
 QA0609.The orthometric height was determined by differential leveling
 QA0609.and adjusted by the National Geodetic Survey in June 1991..
 QA0609
 QA0609.The geoid height was determined by GEOID03.
 QA0609
 QA0609.The dynamic height is computed by dividing the NAVD 88
 QA0609.geopotential number by the normal gravity value computed on the
 QA0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0609.degrees latitude (g = 980.6199 gals.).
 QA0609
 QA0609.The modeled gravity was interpolated from observed gravity values.
 QA0609
 QA0609;                    North         East    Units  Estimated Accuracy
 QA0609;SPC ID W     -   328,290.      818,360.      MT  (+/- 180 meters Scaled)
 QA0609
 QA0609                          SUPERSEDED SURVEY CONTROL
 QA0609
 QA0609  NGVD 29 (??/??/92) 2048.159  (m)         6719.67   (f) ADJ UNCH    2 0
 QA0609
 QA0609.Superseded values are not recommended for survey control.
 QA0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0609.See file dsdata.txt to determine how the superseded data were derived.
 QA0609
 QA0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK175419(NAD 83)
 QA0609_MARKER: DB = BENCH MARK DISK
 QA0609_SETTING: 80 = SET IN A BOULDER
 QA0609_SP_SET: BOULDER
 QA0609_STAMPING: D 330 1948
 QA0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0609+STABILITY: SURFACE MOTION
 QA0609
 QA0609  HISTORY     - Date     Condition        Report By
 QA0609  HISTORY     - 1948     MONUMENTED       CGS
 QA0609
 QA0609                          STATION DESCRIPTION
 QA0609
 QA0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0609'3.3 MI S FROM LANDMARK RANGER STATION.
 QA0609'3.3 MILES SOUTH ALONG THE LANDMARK-STANLEY ROAD FROM THE RANGER
 QA0609'STATION AT LANDMARK, AT THE NORTH EDGE OF A SMALL CLEARING, 38.0 FEET
 QA0609'SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 QA0609'PROMINENT BOULDER PROJECTING 1.5 FEET ABOVE THE GROUND.  WITNESS POST
 QA0609'SET 3.5 FEET NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0299 ***********************************************************************
 QA0299  DESIGNATION -  D 331
 QA0299  PID         -  QA0299
 QA0299  STATE/COUNTY-  ID/VALLEY
 QA0299  USGS QUAD   -  BLUE BUNCH MTN (1972)
 QA0299
 QA0299                         *CURRENT SURVEY CONTROL
 QA0299  ___________________________________________________________________
 QA0299* NAD 83(1986)-  44 24 19.     (N)    115 17 08.     (W)     SCALED    
 QA0299* NAVD 88     -      2015.294  (meters)    6611.84   (feet)  ADJUSTED  
 QA0299  ___________________________________________________________________
 QA0299  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 QA0299  DYNAMIC HT  -        2014.123 (meters)    6608.00  (feet)  COMP
 QA0299  MODELED GRAV-     979,964.9   (mgal)                       NAVD 88
 QA0299
 QA0299  VERT ORDER  -  SECOND    CLASS 0
 QA0299
 QA0299.The horizontal coordinates were scaled from a topographic map and have
 QA0299.an estimated accuracy of +/- 6 seconds.
 QA0299
 QA0299.The orthometric height was determined by differential leveling
 QA0299.and adjusted by the National Geodetic Survey in June 1991..
 QA0299
 QA0299.The geoid height was determined by GEOID03.
 QA0299
 QA0299.The dynamic height is computed by dividing the NAVD 88
 QA0299.geopotential number by the normal gravity value computed on the
 QA0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0299.degrees latitude (g = 980.6199 gals.).
 QA0299
 QA0299.The modeled gravity was interpolated from observed gravity values.
 QA0299
 QA0299;                    North         East    Units  Estimated Accuracy
 QA0299;SPC ID W     -   304,330.      836,990.      MT  (+/- 180 meters Scaled)
 QA0299
 QA0299                          SUPERSEDED SURVEY CONTROL
 QA0299
 QA0299  NGVD 29 (??/??/92) 2014.008  (m)         6607.62   (f) ADJ UNCH    2 0
 QA0299
 QA0299.Superseded values are not recommended for survey control.
 QA0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0299.See file dsdata.txt to determine how the superseded data were derived.
 QA0299
 QA0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK365183(NAD 83)
 QA0299_MARKER: DB = BENCH MARK DISK
 QA0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0299_STAMPING: D 331 1948
 QA0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0299+STABILITY: SURFACE MOTION
 QA0299
 QA0299  HISTORY     - Date     Condition        Report By
 QA0299  HISTORY     - 1948     MONUMENTED       CGS
 QA0299  HISTORY     - 1955     GOOD             NGS
 QA0299
 QA0299                          STATION DESCRIPTION
 QA0299
 QA0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0299'7.8 MI SE FROM ELK CREEK RANGER STATION.
 QA0299'7.8 MILES SOUTHEAST ALONG THE LANDMARK-STANLEY ROAD FROM THE ELK CREEK
 QA0299'RANGER STATION, NEAR A LOG CORRAL AND LOADING CHUTE, ABOUT 65 YARDS
 QA0299'NORTHWEST OF THE WEST END OF A STEEL CULVERT, 35.5 FEET WEST OF THE
 QA0299'CENTER LINE OF THE ROAD, 9.0 FEET EAST OF A DOUBLE 12-INCH PINE TREE,
 QA0299'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 QA0299'GROUND.  WITNESS POST SET 6.0 FEET NORTHEAST OF THE STATION.
 QA0299
 QA0299                          STATION RECOVERY (1955)
 QA0299
 QA0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QA0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0307 ***********************************************************************
 QA0307  DESIGNATION -  D 332
 QA0307  PID         -  QA0307
 QA0307  STATE/COUNTY-  ID/CUSTER
 QA0307  USGS QUAD   -  BANNER SUMMIT (1972)
 QA0307
 QA0307                         *CURRENT SURVEY CONTROL
 QA0307  ___________________________________________________________________
 QA0307* NAD 83(1986)-  44 21 25.     (N)    115 12 39.     (W)     SCALED    
 QA0307* NAVD 88     -      2035.719  (meters)    6678.85   (feet)  ADJUSTED  
 QA0307  ___________________________________________________________________
 QA0307  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 QA0307  DYNAMIC HT  -        2034.507 (meters)    6674.88  (feet)  COMP
 QA0307  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 QA0307
 QA0307  VERT ORDER  -  SECOND    CLASS 0
 QA0307
 QA0307.The horizontal coordinates were scaled from a topographic map and have
 QA0307.an estimated accuracy of +/- 6 seconds.
 QA0307
 QA0307.The orthometric height was determined by differential leveling
 QA0307.and adjusted by the National Geodetic Survey in June 1991..
 QA0307
 QA0307.The geoid height was determined by GEOID03.
 QA0307
 QA0307.The dynamic height is computed by dividing the NAVD 88
 QA0307.geopotential number by the normal gravity value computed on the
 QA0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0307.degrees latitude (g = 980.6199 gals.).
 QA0307
 QA0307.The modeled gravity was interpolated from observed gravity values.
 QA0307
 QA0307;                    North         East    Units  Estimated Accuracy
 QA0307;SPC ID C     -   299,570.      403,470.      MT  (+/- 180 meters Scaled)
 QA0307
 QA0307                          SUPERSEDED SURVEY CONTROL
 QA0307
 QA0307  NGVD 29 (??/??/92) 2034.422  (m)         6674.60   (f) ADJ UNCH    2 0
 QA0307
 QA0307.Superseded values are not recommended for survey control.
 QA0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0307.See file dsdata.txt to determine how the superseded data were derived.
 QA0307
 QA0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK425130(NAD 83)
 QA0307_MARKER: DB = BENCH MARK DISK
 QA0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0307_STAMPING: D 332 1948
 QA0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0307+STABILITY: SURFACE MOTION
 QA0307
 QA0307  HISTORY     - Date     Condition        Report By
 QA0307  HISTORY     - 1948     MONUMENTED       CGS
 QA0307  HISTORY     - 1972     GOOD             USGS
 QA0307
 QA0307                          STATION DESCRIPTION
 QA0307
 QA0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0307'7.0 MI W FROM CAPE HORN G S.
 QA0307'ABOUT 0.4 MILE WEST ALONG THE CAPE HORN DRIVEWAY FROM THE CAPE HORN
 QA0307'GUARD STATION, THENCE 6.6 MILES WEST ALONG THE LANDMARK-STANLEY ROAD,
 QA0307'ABOUT 0.2 MILE EAST OF THE Y INTERSECTION OF THE LANDMARK-STANLEY ROAD
 QA0307'AND A DIRT ROAD LEADING SOUTH TO BULL TROUT CAMP, ON A FLAT, 48.5 FEET
 QA0307'SOUTH OF THE CENTER LINE OF THE ROAD, 6.0 FEET NORTH OF AN 8-INCH PINE
 QA0307'TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A CONCRETE POST
 QA0307'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 QA0307
 QA0307                          STATION RECOVERY (1972)
 QA0307
 QA0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0746 ***********************************************************************
 OZ0746  DESIGNATION -  D 333
 OZ0746  PID         -  OZ0746
 OZ0746  STATE/COUNTY-  ID/BOISE
 OZ0746  USGS QUAD   -  TWIN SPRINGS (1976)
 OZ0746
 OZ0746                         *CURRENT SURVEY CONTROL
 OZ0746  ___________________________________________________________________
 OZ0746* NAD 83(1986)-  43 40 54.     (N)    115 40 33.     (W)     SCALED    
 OZ0746* NAVD 88     -      1037.654  (meters)    3404.37   (feet)  ADJUSTED  
 OZ0746  ___________________________________________________________________
 OZ0746  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 OZ0746  DYNAMIC HT  -        1037.172 (meters)    3402.79  (feet)  COMP
 OZ0746  MODELED GRAV-     980,120.8   (mgal)                       NAVD 88
 OZ0746
 OZ0746  VERT ORDER  -  SECOND    CLASS 0
 OZ0746
 OZ0746.The horizontal coordinates were scaled from a topographic map and have
 OZ0746.an estimated accuracy of +/- 6 seconds.
 OZ0746
 OZ0746.The orthometric height was determined by differential leveling
 OZ0746.and adjusted by the National Geodetic Survey in June 1991..
 OZ0746
 OZ0746.The geoid height was determined by GEOID03.
 OZ0746
 OZ0746.The dynamic height is computed by dividing the NAVD 88
 OZ0746.geopotential number by the normal gravity value computed on the
 OZ0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0746.degrees latitude (g = 980.6199 gals.).
 OZ0746
 OZ0746.The modeled gravity was interpolated from observed gravity values.
 OZ0746
 OZ0746;                    North         East    Units  Estimated Accuracy
 OZ0746;SPC ID W     -   223,830.      805,980.      MT  (+/- 180 meters Scaled)
 OZ0746
 OZ0746                          SUPERSEDED SURVEY CONTROL
 OZ0746
 OZ0746  NGVD 29 (??/??/92) 1036.590  (m)         3400.88   (f) ADJ UNCH    2 0
 OZ0746
 OZ0746.Superseded values are not recommended for survey control.
 OZ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0746.See file dsdata.txt to determine how the superseded data were derived.
 OZ0746
 OZ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ067373(NAD 83)
 OZ0746_MARKER: DB = BENCH MARK DISK
 OZ0746_SETTING: 80 = SET IN A BOULDER
 OZ0746_SP_SET: BOULDER
 OZ0746_STAMPING: D 333 1950
 OZ0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0746+STABILITY: SURFACE MOTION
 OZ0746
 OZ0746  HISTORY     - Date     Condition        Report By
 OZ0746  HISTORY     - 1950     MONUMENTED       CGS
 OZ0746
 OZ0746                          STATION DESCRIPTION
 OZ0746
 OZ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0746'1.7 MI NE FROM TWIN SPRINGS.
 OZ0746'1.7 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0746'POST OFFICE AT TWIN SPRINGS, 0.2 MILE SOUTHWEST OF A DRINKING
 OZ0746'FOUNTAIN, 98 FEET SOUTHWEST OF A LONE 16-INCH PINE TREE, 42 FEET EAST
 OZ0746'OF A 12-INCH FORKED PINE TREE, 26 FEET NORTH OF THE CENTER LINE OF THE
 OZ0746'ROAD, IN THE TOP OF AN OVAL SHAPED BOULDER WHICH PROJECTS 3 FEET ABOVE
 OZ0746'THE GROUND, ABOUT 2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE
 OZ0746'PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0344 ***********************************************************************
 OZ0344  DESIGNATION -  D 334
 OZ0344  PID         -  OZ0344
 OZ0344  STATE/COUNTY-  ID/ELMORE
 OZ0344  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0344
 OZ0344                         *CURRENT SURVEY CONTROL
 OZ0344  ___________________________________________________________________
 OZ0344* NAD 83(1986)-  43 49 15.     (N)    115 20 23.     (W)     SCALED    
 OZ0344* NAVD 88     -      1357.158  (meters)    4452.61   (feet)  ADJUSTED  
 OZ0344  ___________________________________________________________________
 OZ0344  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 OZ0344  DYNAMIC HT  -        1356.376 (meters)    4450.04  (feet)  COMP
 OZ0344  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 OZ0344
 OZ0344  VERT ORDER  -  SECOND    CLASS 0
 OZ0344
 OZ0344.The horizontal coordinates were scaled from a topographic map and have
 OZ0344.an estimated accuracy of +/- 6 seconds.
 OZ0344
 OZ0344.The orthometric height was determined by differential leveling
 OZ0344.and adjusted by the National Geodetic Survey in June 1991..
 OZ0344
 OZ0344.The geoid height was determined by GEOID03.
 OZ0344
 OZ0344.The dynamic height is computed by dividing the NAVD 88
 OZ0344.geopotential number by the normal gravity value computed on the
 OZ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0344.degrees latitude (g = 980.6199 gals.).
 OZ0344
 OZ0344.The modeled gravity was interpolated from observed gravity values.
 OZ0344
 OZ0344;                    North         East    Units  Estimated Accuracy
 OZ0344;SPC ID W     -   239,370.      833,000.      MT  (+/- 180 meters Scaled)
 OZ0344
 OZ0344                          SUPERSEDED SURVEY CONTROL
 OZ0344
 OZ0344  NGVD 29 (??/??/92) 1355.931  (m)         4448.58   (f) ADJ UNCH    2 0
 OZ0344
 OZ0344.Superseded values are not recommended for survey control.
 OZ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0344.See file dsdata.txt to determine how the superseded data were derived.
 OZ0344
 OZ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ335533(NAD 83)
 OZ0344_MARKER: DB = BENCH MARK DISK
 OZ0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0344_STAMPING: D 334 1950
 OZ0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0344+STABILITY: SURFACE MOTION
 OZ0344
 OZ0344  HISTORY     - Date     Condition        Report By
 OZ0344  HISTORY     - 1950     MONUMENTED       CGS
 OZ0344  HISTORY     - 1951     GOOD             NGS
 OZ0344
 OZ0344                          STATION DESCRIPTION
 OZ0344
 OZ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0344'14.2 MI W FROM ATLANTA.
 OZ0344'14.2 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0344'OFFICE AT ATLANTA, 0.1 MILE NORTHEAST OF THE JUNCTION OF A GRADED ROAD
 OZ0344'LEADING NORTHWEST, ABOUT 100 YARDS NORTHEAST OF THE SOUTHWEST AND OF A
 OZ0344'LONG TANGENT, 35 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 OZ0344'25.6 FEET WEST OF THE CENTER OF THE NORTHWEST END OF A 12-INCH
 OZ0344'CORRUGATED METAL PIPE CULVERT, 19 1/2 FEET NORTHEAST OF A 16-INCH
 OZ0344'TRIANGULAR-BLAZED PINE TREE, 2.3 FEET NORTHWEST OF A WITNESS POST,
 OZ0344'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OZ0344'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OZ0344
 OZ0344                          STATION RECOVERY (1951)
 OZ0344
 OZ0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0447 ***********************************************************************
 NV0447  DESIGNATION -  D 335
 NV0447  PID         -  NV0447
 NV0447  STATE/COUNTY-  ID/GOODING
 NV0447  USGS QUAD   -  GOODING (1992)
 NV0447
 NV0447                         *CURRENT SURVEY CONTROL
 NV0447  ___________________________________________________________________
 NV0447* NAD 83(1986)-  42 59 48.     (N)    114 42 47.     (W)     SCALED    
 NV0447* NAVD 88     -      1102.228  (meters)    3616.23   (feet)  ADJUSTED  
 NV0447  ___________________________________________________________________
 NV0447  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 NV0447  DYNAMIC HT  -        1101.685 (meters)    3614.44  (feet)  COMP
 NV0447  MODELED GRAV-     980,090.5   (mgal)                       NAVD 88
 NV0447
 NV0447  VERT ORDER  -  SECOND    CLASS 0
 NV0447
 NV0447.The horizontal coordinates were scaled from a topographic map and have
 NV0447.an estimated accuracy of +/- 6 seconds.
 NV0447
 NV0447.The orthometric height was determined by differential leveling
 NV0447.and adjusted by the National Geodetic Survey in June 1991..
 NV0447
 NV0447.The geoid height was determined by GEOID03.
 NV0447
 NV0447.The dynamic height is computed by dividing the NAVD 88
 NV0447.geopotential number by the normal gravity value computed on the
 NV0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0447.degrees latitude (g = 980.6199 gals.).
 NV0447
 NV0447.The modeled gravity was interpolated from observed gravity values.
 NV0447
 NV0447;                    North         East    Units  Estimated Accuracy
 NV0447;SPC ID C     -   147,980.      441,860.      MT  (+/- 180 meters Scaled)
 NV0447
 NV0447                          SUPERSEDED SURVEY CONTROL
 NV0447
 NV0447  NGVD 29 (??/??/92) 1101.356  (m)         3613.37   (f) ADJ UNCH    2 0
 NV0447
 NV0447.Superseded values are not recommended for survey control.
 NV0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0447.See file dsdata.txt to determine how the superseded data were derived.
 NV0447
 NV0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH864629(NAD 83)
 NV0447_MARKER: DB = BENCH MARK DISK
 NV0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0447_STAMPING: D 335 1935
 NV0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0447+STABILITY: SURFACE MOTION
 NV0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0447+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2003
 NV0447
 NV0447  HISTORY     - Date     Condition        Report By
 NV0447  HISTORY     - 1935     MONUMENTED       CGS
 NV0447  HISTORY     - 1950     GOOD             NGS
 NV0447  HISTORY     - 1983     GOOD             NGS
 NV0447  HISTORY     - 20030111 GOOD             YERION
 NV0447
 NV0447                          STATION DESCRIPTION
 NV0447
 NV0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 NV0447'4.0 MI N FROM GOODING.
 NV0447'4.0 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 NV0447'GOODING, AT THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD, 0.1 MILE
 NV0447'SOUTH OF A SMALL YELLOW WOODEN BRIDGE OVER AN IRRIGATION DITCH, 31 1/2
 NV0447'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTH OF THE
 NV0447'CENTER LINE OF THE GRAVEL ROAD, 12.3 FEET EAST OF THE EAST END OF AN
 NV0447'18-INCH CORRUGATED METAL PIPE CULVERT, 6 FEET EAST OF A 24-INCH
 NV0447'COTTONWOOD TREE, 3.5 FEET NORTH OF THE SOUTHWEST CORNER OF A FENCE,
 NV0447'4.3 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 NV0447'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 NV0447'GROUND.
 NV0447
 NV0447                          STATION RECOVERY (1983)
 NV0447
 NV0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0447'RECOVERED IN GOOD CONDITION.
 NV0447
 NV0447                          STATION RECOVERY (2003)
 NV0447
 NV0447'RECOVERY NOTE BY GEORGE YERION 2003 (GY)
 NV0447'N42-59-47.7,W114-42-47.1(AUTONOMOUS), 32'E OF CL HWY 46, 27' N OF CL
 NV0447'GOODING CO 1400S RD, 58' S OF SW POST OF CHAINLINK FENCE AROUND POWER
 NV0447'BOX, 16.5' SE OF REFLECTOR POST, 5.2' S OF CULVERT, 4.7' NNW OF PP,
 NV0447'2.8' NNE OF PHONE CBL MRKR, ADJACENT TO AND W OF T-POST WITNESS, 2.8'
 NV0447'BELOW SR 46, 2.4' BELOW CR 1400S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0066 ***********************************************************************
 OZ0066  DESIGNATION -  D 337
 OZ0066  PID         -  OZ0066
 OZ0066  STATE/COUNTY-  ID/BLAINE
 OZ0066  USGS QUAD   -  HAILEY (1967)
 OZ0066
 OZ0066                         *CURRENT SURVEY CONTROL
 OZ0066  ___________________________________________________________________
 OZ0066* NAD 83(1986)-  43 30 39.     (N)    114 20 03.     (W)     SCALED    
 OZ0066* NAVD 88     -      1634.178  (meters)    5361.47   (feet)  ADJUSTED  
 OZ0066  ___________________________________________________________________
 OZ0066  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 OZ0066  DYNAMIC HT  -        1633.228 (meters)    5358.35  (feet)  COMP
 OZ0066  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 OZ0066
 OZ0066  VERT ORDER  -  SECOND    CLASS 0
 OZ0066
 OZ0066.The horizontal coordinates were scaled from a topographic map and have
 OZ0066.an estimated accuracy of +/- 6 seconds.
 OZ0066
 OZ0066.The orthometric height was determined by differential leveling
 OZ0066.and adjusted by the National Geodetic Survey in June 1991..
 OZ0066
 OZ0066.The geoid height was determined by GEOID03.
 OZ0066
 OZ0066.The dynamic height is computed by dividing the NAVD 88
 OZ0066.geopotential number by the normal gravity value computed on the
 OZ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0066.degrees latitude (g = 980.6199 gals.).
 OZ0066
 OZ0066.The modeled gravity was interpolated from observed gravity values.
 OZ0066
 OZ0066;                    North         East    Units  Estimated Accuracy
 OZ0066;SPC ID C     -   204,900.      472,980.      MT  (+/- 180 meters Scaled)
 OZ0066
 OZ0066                          SUPERSEDED SURVEY CONTROL
 OZ0066
 OZ0066  NGVD 29 (??/??/92) 1633.049  (m)         5357.76   (f) ADJ UNCH    2 0
 OZ0066
 OZ0066.Superseded values are not recommended for survey control.
 OZ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0066.See file dsdata.txt to determine how the superseded data were derived.
 OZ0066
 OZ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ154209(NAD 83)
 OZ0066_MARKER: DB = BENCH MARK DISK
 OZ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0066_STAMPING: D 337 1950
 OZ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0066+STABILITY: SURFACE MOTION
 OZ0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0066+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 OZ0066
 OZ0066  HISTORY     - Date     Condition        Report By
 OZ0066  HISTORY     - 1950     MONUMENTED       CGS
 OZ0066  HISTORY     - 20060914 GOOD             USGS
 OZ0066
 OZ0066                          STATION DESCRIPTION
 OZ0066
 OZ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0066'1.4 MI SW FROM HAILEY.
 OZ0066'0.1 MILE NORTHWEST ALONG FIRST AVENUE FROM THE COUNTY COURTHOUSE AT
 OZ0066'HAILEY, THENCE 1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 22, 0.8 MILE
 OZ0066'SOUTHWEST OF A BRIDGE OVER BIG WOOD RIVER, 102.5 FEET SOUTH OF AND
 OZ0066'ACROSS THE ROAD FROM THE NORTHWEST END OF AN 18-INCH CORRUGATED METAL
 OZ0066'PIPE CULVERT, 85 FEET EAST OF AND ACROSS THE ROAD FROM TELEPHONE POLE
 OZ0066'NO. 30, 30 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14
 OZ0066'FEET SOUTHWEST OF A POWER LINE POLE, 2.3 FEET NORTH OF A WITNESS POST,
 OZ0066'2.1 FEET NORTHWEST OF A FENCE, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY,
 OZ0066'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OZ0066'GROUND.
 OZ0066
 OZ0066                          STATION RECOVERY (2006)
 OZ0066
 OZ0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0313 ***********************************************************************
 OZ0313  DESIGNATION -  D 338
 OZ0313  PID         -  OZ0313
 OZ0313  STATE/COUNTY-  ID/BLAINE
 OZ0313  USGS QUAD   -  SNOWYSIDE PEAK (1964)
 OZ0313
 OZ0313                         *CURRENT SURVEY CONTROL
 OZ0313  ___________________________________________________________________
 OZ0313* NAD 83(1986)-  43 52 31.     (N)    114 57 27.     (W)     SCALED    
 OZ0313* NAVD 88     -      2293.308  (meters)    7523.96   (feet)  ADJUSTED  
 OZ0313  ___________________________________________________________________
 OZ0313  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 OZ0313  DYNAMIC HT  -        2291.668 (meters)    7518.58  (feet)  COMP
 OZ0313  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 OZ0313
 OZ0313  VERT ORDER  -  SECOND    CLASS 0
 OZ0313
 OZ0313.The horizontal coordinates were scaled from a topographic map and have
 OZ0313.an estimated accuracy of +/- 6 seconds.
 OZ0313
 OZ0313.The orthometric height was determined by differential leveling
 OZ0313.and adjusted by the National Geodetic Survey in June 1991..
 OZ0313
 OZ0313.The geoid height was determined by GEOID03.
 OZ0313
 OZ0313.The dynamic height is computed by dividing the NAVD 88
 OZ0313.geopotential number by the normal gravity value computed on the
 OZ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0313.degrees latitude (g = 980.6199 gals.).
 OZ0313
 OZ0313.The modeled gravity was interpolated from observed gravity values.
 OZ0313
 OZ0313;                    North         East    Units  Estimated Accuracy
 OZ0313;SPC ID C     -   245,780.      423,050.      MT  (+/- 180 meters Scaled)
 OZ0313
 OZ0313                          SUPERSEDED SURVEY CONTROL
 OZ0313
 OZ0313  NGVD 29 (??/??/92) 2291.828  (m)         7519.11   (f) ADJ UNCH    2 0
 OZ0313
 OZ0313.Superseded values are not recommended for survey control.
 OZ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0313.See file dsdata.txt to determine how the superseded data were derived.
 OZ0313
 OZ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ641600(NAD 83)
 OZ0313_MARKER: DB = BENCH MARK DISK
 OZ0313_SETTING: 80 = SET IN A BOULDER
 OZ0313_SP_SET: BOULDER
 OZ0313_STAMPING: D 338 1950
 OZ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0313+STABILITY: SURFACE MOTION
 OZ0313
 OZ0313  HISTORY     - Date     Condition        Report By
 OZ0313  HISTORY     - 1950     MONUMENTED       CGS
 OZ0313  HISTORY     - 1955     GOOD             NGS
 OZ0313
 OZ0313                          STATION DESCRIPTION
 OZ0313
 OZ0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0313'7.3 MI SW FROM ALTURAS LAKE.
 OZ0313'4.1 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0313'OUTLET AT ALTURAS LAKE, THENCE 3.2 MILES SOUTHWEST ALONG ATLANTA
 OZ0313'TRAIL, IN THE APPROXIMATE CENTER OF A LARGE MEADOW BETWEEN TWO
 OZ0313'RAVINES, 130 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL, AT THE
 OZ0313'BASE OF A STEEP INCLINE, IN THE TOP OF A LARGE PROMINENT BOULDER
 OZ0313'MARKED WITH A PAINTED B M, AND ABOUT 15 FEET HIGHER THAN THE TRAIL.
 OZ0313
 OZ0313                          STATION RECOVERY (1955)
 OZ0313
 OZ0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OZ0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0434 ***********************************************************************
 OZ0434  DESIGNATION -  D 339
 OZ0434  PID         -  OZ0434
 OZ0434  STATE/COUNTY-  ID/ELMORE
 OZ0434  USGS QUAD   -  HIGH PRAIRIE (1963)
 OZ0434
 OZ0434                         *CURRENT SURVEY CONTROL
 OZ0434  ___________________________________________________________________
 OZ0434* NAD 83(1986)-  43 20 08.     (N)    115 11 47.     (W)     SCALED    
 OZ0434* NAVD 88     -      1661.183  (meters)    5450.06   (feet)  ADJUSTED  
 OZ0434  ___________________________________________________________________
 OZ0434  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 OZ0434  DYNAMIC HT  -        1660.221 (meters)    5446.91  (feet)  COMP
 OZ0434  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 OZ0434
 OZ0434  VERT ORDER  -  SECOND    CLASS 0
 OZ0434
 OZ0434.The horizontal coordinates were scaled from a topographic map and have
 OZ0434.an estimated accuracy of +/- 6 seconds.
 OZ0434
 OZ0434.The orthometric height was determined by differential leveling
 OZ0434.and adjusted by the National Geodetic Survey in June 1991..
 OZ0434
 OZ0434.The geoid height was determined by GEOID03.
 OZ0434
 OZ0434.The dynamic height is computed by dividing the NAVD 88
 OZ0434.geopotential number by the normal gravity value computed on the
 OZ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0434.degrees latitude (g = 980.6199 gals.).
 OZ0434
 OZ0434.The modeled gravity was interpolated from observed gravity values.
 OZ0434
 OZ0434;                    North         East    Units  Estimated Accuracy
 OZ0434;SPC ID W     -   185,520.      844,890.      MT  (+/- 180 meters Scaled)
 OZ0434
 OZ0434                          SUPERSEDED SURVEY CONTROL
 OZ0434
 OZ0434  NGVD 29 (??/??/92) 1660.093  (m)         5446.49   (f) ADJ UNCH    2 0
 OZ0434
 OZ0434.Superseded values are not recommended for survey control.
 OZ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0434.See file dsdata.txt to determine how the superseded data were derived.
 OZ0434
 OZ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH462996(NAD 83)
 OZ0434_MARKER: DB = BENCH MARK DISK
 OZ0434_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0434_SP_SET: BEDROCK
 OZ0434_STAMPING: D 339 1950
 OZ0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0434+STABILITY: POSITION/ELEVATION WELL
 OZ0434
 OZ0434  HISTORY     - Date     Condition        Report By
 OZ0434  HISTORY     - 1950     MONUMENTED       CGS
 OZ0434
 OZ0434                          STATION DESCRIPTION
 OZ0434
 OZ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0434'14.1 MI W FROM CORRAL.
 OZ0434'0.6 MILE WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE AT
 OZ0434'CORRAL, THENCE 13.5 MILES WEST ALONG A GRADED COUNTY ROAD, 0.45 MILE
 OZ0434'EAST OF A BRIDGE OVER WILD HORSE CREEK, AT THE TOP OF A SHORT STEEP
 OZ0434'GRADE, AT THE CROSSING OF A TELEPHONE LINE, IN BED ROCK, 82 FEET
 OZ0434'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 62 FEET SOUTHEAST OF
 OZ0434'TELEPHONE POLE NO. 6582, 12 FEET SOUTHWEST OF THE TOP OF THE SOUTHWEST
 OZ0434'BANK OF A CANYON, 3 FEET EAST OF A WITNESS POST, AND ABOUT LEVEL WITH
 OZ0434'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0230 ***********************************************************************
 PZ0230  DESIGNATION -  D 34
 PZ0230  PID         -  PZ0230
 PZ0230  STATE/COUNTY-  ID/CLARK
 PZ0230  USGS QUAD   -  LIDY HOT SPRINGS SE (1969)
 PZ0230
 PZ0230                         *CURRENT SURVEY CONTROL
 PZ0230  ___________________________________________________________________
 PZ0230* NAD 83(1986)-  44 06 07.     (N)    112 35 19.     (W)     SCALED    
 PZ0230* NAVD 88     -      1545.544  (meters)    5070.67   (feet)  ADJUSTED  
 PZ0230  ___________________________________________________________________
 PZ0230  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 PZ0230  DYNAMIC HT  -        1544.770 (meters)    5068.13  (feet)  COMP
 PZ0230  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 PZ0230
 PZ0230  VERT ORDER  -  SECOND    CLASS 0
 PZ0230
 PZ0230.The horizontal coordinates were scaled from a topographic map and have
 PZ0230.an estimated accuracy of +/- 6 seconds.
 PZ0230
 PZ0230.The orthometric height was determined by differential leveling
 PZ0230.and adjusted by the National Geodetic Survey in June 1991..
 PZ0230
 PZ0230.The geoid height was determined by GEOID03.
 PZ0230
 PZ0230.The dynamic height is computed by dividing the NAVD 88
 PZ0230.geopotential number by the normal gravity value computed on the
 PZ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0230.degrees latitude (g = 980.6199 gals.).
 PZ0230
 PZ0230.The modeled gravity was interpolated from observed gravity values.
 PZ0230
 PZ0230;                    North         East    Units  Estimated Accuracy
 PZ0230;SPC ID E     -   270,610.      166,220.      MT  (+/- 180 meters Scaled)
 PZ0230
 PZ0230                          SUPERSEDED SURVEY CONTROL
 PZ0230
 PZ0230  NGVD 29 (??/??/92) 1544.418  (m)         5066.98   (f) ADJ UNCH    2 0
 PZ0230
 PZ0230.Superseded values are not recommended for survey control.
 PZ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0230.See file dsdata.txt to determine how the superseded data were derived.
 PZ0230
 PZ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP728844(NAD 83)
 PZ0230_MARKER: DB = BENCH MARK DISK
 PZ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0230_STAMPING: D 34 1934
 PZ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0230+STABILITY: SURFACE MOTION
 PZ0230
 PZ0230  HISTORY     - Date     Condition        Report By
 PZ0230  HISTORY     - 1934     MONUMENTED       CGS
 PZ0230  HISTORY     - 1958     MARK NOT FOUND   USGS
 PZ0230  HISTORY     - 19990601 MARK NOT FOUND   IDTD
 PZ0230
 PZ0230                          STATION DESCRIPTION
 PZ0230
 PZ0230'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PZ0230'23.3 MI SW FROM DUBOIS.
 PZ0230'22.3 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0230'DUBOIS, CLARK COUNTY, 3 MILES EAST OF THE GALLAGHER CANYON ROAD, 2.3
 PZ0230'MILES SOUTHWEST OF LIDY HOT SPRINGS, 40 FEET SOUTH OF THE CENTERLINE
 PZ0230'OF THE HIGHWAY, AND 3 FEET WEST OF A PILE OF ROCKS PAINTED WHITE.  A
 PZ0230'STANDARD DISK, STAMPED D 34 1934 AND SET IN THE TOP OF A CONCRETE
 PZ0230'POST.  NOTE-- ROAD CONSTRUCTION IN AREA.
 PZ0230
 PZ0230                          STATION RECOVERY (1999)
 PZ0230
 PZ0230'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0383 ***********************************************************************
 OZ0383  DESIGNATION -  D 340
 OZ0383  PID         -  OZ0383
 OZ0383  STATE/COUNTY-  ID/ELMORE
 OZ0383  USGS QUAD   -  MOUNT EVERLY (1972)
 OZ0383
 OZ0383                         *CURRENT SURVEY CONTROL
 OZ0383  ___________________________________________________________________
 OZ0383* NAD 83(1986)-  43 52 36.     (N)    115 00 52.     (W)     SCALED    
 OZ0383* NAVD 88     -      2261.225  (meters)    7418.70   (feet)  ADJUSTED  
 OZ0383  ___________________________________________________________________
 OZ0383  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 OZ0383  DYNAMIC HT  -        2259.689 (meters)    7413.66  (feet)  COMP
 OZ0383  MODELED GRAV-     979,858.1   (mgal)                       NAVD 88
 OZ0383
 OZ0383  VERT ORDER  -  SECOND    CLASS 0
 OZ0383
 OZ0383.The horizontal coordinates were scaled from a topographic map and have
 OZ0383.an estimated accuracy of +/- 6 seconds.
 OZ0383
 OZ0383.The orthometric height was determined by differential leveling
 OZ0383.and adjusted by the National Geodetic Survey in June 1991..
 OZ0383
 OZ0383.The geoid height was determined by GEOID03.
 OZ0383
 OZ0383.The dynamic height is computed by dividing the NAVD 88
 OZ0383.geopotential number by the normal gravity value computed on the
 OZ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0383.degrees latitude (g = 980.6199 gals.).
 OZ0383
 OZ0383.The modeled gravity was interpolated from observed gravity values.
 OZ0383
 OZ0383;                    North         East    Units  Estimated Accuracy
 OZ0383;SPC ID W     -   245,750.      859,110.      MT  (+/- 180 meters Scaled)
 OZ0383
 OZ0383                          SUPERSEDED SURVEY CONTROL
 OZ0383
 OZ0383  NGVD 29 (??/??/92) 2259.854  (m)         7414.20   (f) ADJ UNCH    2 0
 OZ0383
 OZ0383.Superseded values are not recommended for survey control.
 OZ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0383.See file dsdata.txt to determine how the superseded data were derived.
 OZ0383
 OZ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ595600(NAD 83)
 OZ0383_MARKER: DB = BENCH MARK DISK
 OZ0383_SETTING: 80 = SET IN A BOULDER
 OZ0383_SP_SET: BOULDER
 OZ0383_STAMPING: D 340 1950
 OZ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0383+STABILITY: SURFACE MOTION
 OZ0383
 OZ0383  HISTORY     - Date     Condition        Report By
 OZ0383  HISTORY     - 1950     MONUMENTED       CGS
 OZ0383  HISTORY     - 1955     GOOD             NGS
 OZ0383
 OZ0383                          STATION DESCRIPTION
 OZ0383
 OZ0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0383'9.6 MI NE FROM ATLANTA.
 OZ0383'4.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0383'POST OFFICE AT ATLANTA, THENCE 5.6 MILES NORTHEAST ALONG THE MATTINGLY
 OZ0383'CREEK TRAIL, AT THE TOP OF SHORT STEEP INCLINE, 17 FEET NORTHEAST OF A
 OZ0383'30-INCH FIR TREE WITH A TRIANGULAR BLAZE, 6 1/2 FEET SOUTHEAST OF THE
 OZ0383'CENTER LINE OF THE TRAIL, ABOUT 3 FEET HIGHER THAN THE TRAIL, IN THE
 OZ0383'TOP OF THE LOWER SHELF OF A LARGE BOULDER ABOUT 2 FEET BELOW THE TOP
 OZ0383'OF THE BOULDER, AND MARKED BY A PAINTED B M.
 OZ0383
 OZ0383                          STATION RECOVERY (1955)
 OZ0383
 OZ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OZ0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0574 ***********************************************************************
 OH0574  DESIGNATION -  D 3402
 OH0574  PID         -  OH0574
 OH0574  STATE/COUNTY-  ID/CANYON
 OH0574  USGS QUAD   -  NAMPA (1971)
 OH0574
 OH0574                         *CURRENT SURVEY CONTROL
 OH0574  ___________________________________________________________________
 OH0574* NAD 83(1992)-  43 36 29.94288(N)    116 31 23.52263(W)     ADJUSTED  
 OH0574* NAVD 88     -       788.148  (meters)    2585.78   (feet)  ADJUSTED  
 OH0574  ___________________________________________________________________
 OH0574  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 OH0574  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 OH0574  DYNAMIC HT  -         787.879 (meters)    2584.90  (feet)  COMP
 OH0574  MODELED GRAV-     980,252.2   (mgal)                       NAVD 88
 OH0574
 OH0574  HORZ ORDER  -  SECOND
 OH0574  VERT ORDER  -  SECOND    CLASS 0
 OH0574
 OH0574.The horizontal coordinates were established by classical geodetic methods
 OH0574.and adjusted by the National Geodetic Survey in July 1992..
 OH0574
 OH0574.The orthometric height was determined by differential leveling
 OH0574.and adjusted by the National Geodetic Survey in June 1991..
 OH0574
 OH0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0574
 OH0574.The geoid height was determined by GEOID03.
 OH0574
 OH0574.The dynamic height is computed by dividing the NAVD 88
 OH0574.geopotential number by the normal gravity value computed on the
 OH0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0574.degrees latitude (g = 980.6199 gals.).
 OH0574
 OH0574.The modeled gravity was interpolated from observed gravity values.
 OH0574
 OH0574;                    North         East     Units Scale Factor Converg.
 OH0574;SPC ID W     -   215,965.728   737,582.062   MT  0.99998124   -0 31 59.9
 OH0574;UTM  11      - 4,828,481.447   538,477.561   MT  0.99961821   +0 19 43.9
 OH0574
 OH0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0574!SPC ID W     -   0.99987913  x   0.99998124  =   0.99986037
 OH0574!UTM  11      -   0.99987913  x   0.99961821  =   0.99949738
 OH0574
 OH0574                          SUPERSEDED SURVEY CONTROL
 OH0574
 OH0574  NAD 83(1991)-  43 36 29.94257(N)    116 31 23.51977(W) AD(       ) 2
 OH0574  NAD 83(1986)-  43 36 29.94272(N)    116 31 23.51997(W) AD(       ) 2
 OH0574  NAD 27      -  43 36 30.35973(N)    116 31 20.05313(W) AD(       ) 2
 OH0574  NGVD 29 (??/??/92)  787.217  (m)         2582.73   (f) ADJ UNCH    2 0
 OH0574
 OH0574.Superseded values are not recommended for survey control.
 OH0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0574.See file dsdata.txt to determine how the superseded data were derived.
 OH0574
 OH0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ3847828481(NAD 83)
 OH0574_MARKER: DD = SURVEY DISK
 OH0574_SETTING: 66 = SET IN ROCK OUTCROP
 OH0574_SP_SET: OUTCROP
 OH0574_STAMPING: D 3402
 OH0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH0574+STABILITY: POSITION/ELEVATION WELL
 OH0574
 OH0574  HISTORY     - Date     Condition        Report By
 OH0574  HISTORY     - 1959     MONUMENTED       CGS
 OH0574  HISTORY     - 1959     GOOD             NGS
 OH0574  HISTORY     - 1978     GOOD             NGS
 OH0574  HISTORY     - 1978     GOOD             NGS
 OH0574
 OH0574                          STATION DESCRIPTION
 OH0574
 OH0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0574'NO D 3402 (IDA. GEOD. S.) IS 23 FEET SOUTH FROM THE BLUFFS
 OH0574'EDGE.  IT IS A STANDARD COAST AND GEODETIC SURVEY AND STATE
 OH0574'SURVEY STATION DISK CEMENTED IN A DEPRESSION IN OUTCROPPING
 OH0574'BED ROCK FLUSH WITH THE GROUND.  STAMPED D 3402.
 OH0574
 OH0574                          STATION RECOVERY (1959)
 OH0574
 OH0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OH0574'2.15 MI N FROM NAMPA.
 OH0574'1.6 MILES NORTH ALONG 11TH AVE. FROM THE JUNCTION OF 11TH AVE. AND
 OH0574'U.S. HIGHWAY 30 AT NAMPA TO A SIDE ENTRANCE TO THE NAMPA STATE SCHOOL,
 OH0574'THENCE RIGHT 0.2 MILE TO THE SCHOOL WATER TANK, THENCE 0.1 MILE NORTH
 OH0574'TO A GATE, THENCE 0.15 MILE EAST TO A GATE, THENCE 0.1 MILE NORTHEAST,
 OH0574'170.68 FEET NORTHWEST OF SCHOOL 1959, SET IN A DRILL HOLE IN A ROCK
 OH0574'OUTCROP.
 OH0574
 OH0574                          STATION RECOVERY (1978)
 OH0574
 OH0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH0574'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  A SHORT
 OH0574'TRAVERSE TIE WAS MADE TO SCHOOL 1959.
 OH0574'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF NAMPA, ON THE
 OH0574'NORTH POINT OF HIGH TABLE LAND, 1/2 MILE NORTHEAST OF THE MAIN
 OH0574'BUILDINGS OF THE IDAHO STATE SCHOOL AND HOSPITAL AND ON LAND OWNED
 OH0574'BY THE STATE OF IDAHO.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 13,
 OH0574'T3N, R2W.
 OH0574'
 OH0574'TO REACH THE STATION FROM EXIT 38 ON NORTHWEST BOUND INTERSTATE
 OH0574'HIGHWAY 80 N, WHICH IS ABOUT 4 MILES NORTHEAST OF NAMPA, GO NORTH
 OH0574'ON CAN-ADA ROAD FOR 0.15 MILE TO THE ENTRANCE TO THE IDAHO STATE
 OH0574'SCHOOL AND HOSPITAL ON THE LEFT.  TURN LEFT AND GO WEST ON THE
 OH0574'MACADAM ROAD FOR 0.3 MILE TO A DIRT ROAD ON THE RIGHT.  TURN SHARP
 OH0574'RIGHT AND FOLLOW DIRT ROAD NORTH AND NORTHWEST FOR 0.55 MILE TO
 OH0574'THE STATION ON THE RIGHT.
 OH0574'
 OH0574'THE STATION IS A STANDARD CGS AND STATE SURVEY DISK
 OH0574'STAMPED---D 3402---,
 OH0574'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OH0574'3.2 METERS NORTH FROM THE CENTER OF A DIRT ROAD.
 OH0574'7.3 METERS SOUTH FROM A ROCK LEDGE.
 OH0574'34.0 METERS WEST-NORTHWEST FROM A METAL WITNESS POST.
 OH0574'
 OH0574'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OH0574
 OH0574                          STATION RECOVERY (1978)
 OH0574
 OH0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OH0574'TO REACH THE MARK FROM EXIT 38 ON NORTHWEST BOUND INTERSTATE HIGHWAY
 OH0574'80 N, WHICH IS ABOUT 4 MILES NORTHEAST OF NAMPA, GO NORTH ON CAN-ADA
 OH0574'ROAD FOR 0.15 MILE TO THE ENTRANCE TO THE IDAHO STATE SCHOOL AND
 OH0574'HOSPITAL ON THE LEFT. TURN LEFT AND GO WEST ON THE MACADAM ROAD FOR
 OH0574'0.3 MILE TO A DIRT ROAD ON THE RIGHT. TURN SHARP RIGHT AND FOLLOW
 OH0574'DIRT ROAD NORTH AND NORTHEAST FOR 0.55 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0161 ***********************************************************************
 OH0161  DESIGNATION -  D 3403
 OH0161  PID         -  OH0161
 OH0161  STATE/COUNTY-  ID/ADA
 OH0161  USGS QUAD   -  BOISE SOUTH (1976)
 OH0161
 OH0161                         *CURRENT SURVEY CONTROL
 OH0161  ___________________________________________________________________
 OH0161* NAD 83(1986)-  43 37 25.     (N)    116 13 06.     (W)     SCALED    
 OH0161* NAVD 88     -       816.633  (meters)    2679.24   (feet)  ADJUSTED  
 OH0161  ___________________________________________________________________
 OH0161  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 OH0161  DYNAMIC HT  -         816.315 (meters)    2678.19  (feet)  COMP
 OH0161  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 OH0161
 OH0161  VERT ORDER  -  FIRST     CLASS II
 OH0161
 OH0161.The horizontal coordinates were scaled from a topographic map and have
 OH0161.an estimated accuracy of +/- 6 seconds.
 OH0161
 OH0161.The orthometric height was determined by differential leveling
 OH0161.and adjusted by the National Geodetic Survey in January 1993..
 OH0161
 OH0161.The geoid height was determined by GEOID03.
 OH0161
 OH0161.The dynamic height is computed by dividing the NAVD 88
 OH0161.geopotential number by the normal gravity value computed on the
 OH0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0161.degrees latitude (g = 980.6199 gals.).
 OH0161
 OH0161.The modeled gravity was interpolated from observed gravity values.
 OH0161
 OH0161;                    North         East    Units  Estimated Accuracy
 OH0161;SPC ID W     -   217,480.      762,200.      MT  (+/- 180 meters Scaled)
 OH0161
 OH0161                          SUPERSEDED SURVEY CONTROL
 OH0161
 OH0161  NAVD 88 (06/15/91)  816.633  (m)         2679.24   (f) UNKNOWN     1 2
 OH0161  NGVD 29 (??/??/92)  815.694  (m)         2676.16   (f) ADJ UNCH    1 2
 OH0161
 OH0161.Superseded values are not recommended for survey control.
 OH0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0161.See file dsdata.txt to determine how the superseded data were derived.
 OH0161
 OH0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ630303(NAD 83)
 OH0161_MARKER: DD = SURVEY DISK
 OH0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0161_SP_SET: CONCRETE POST
 OH0161_STAMPING: D 3403
 OH0161_MARK LOGO: CGS+SS
 OH0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0161+STABILITY: SURFACE MOTION
 OH0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH0161+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2003
 OH0161
 OH0161  HISTORY     - Date     Condition        Report By
 OH0161  HISTORY     - UNK      MONUMENTED       IDGS
 OH0161  HISTORY     - 1962     GOOD             NGS
 OH0161  HISTORY     - 1983     GOOD             NGS
 OH0161  HISTORY     - 19920729 GOOD             NGS
 OH0161  HISTORY     - 19971105 GOOD             IDTD
 OH0161  HISTORY     - 20030312 GOOD             ID0160
 OH0161
 OH0161                          STATION DESCRIPTION
 OH0161
 OH0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0161'IN GOISE.
 OH0161'LOCATED ABOUT 1-MILE WEST OF THE POST OFFICE AT BOISE, NEAR THE
 OH0161'NORTHEAST CORNER OF A CITY PARK, BETWEEN BANNOCK AND IDAHO STREETS, 21
 OH0161'FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK ON THE SOUTH SIDE OF
 OH0161'BANNOCK STREET, 2.8 FEET WEST OF THE WEST EDGE OF THE SIDEWALK ON THE
 OH0161'WEST SIDE OF TWENTY-THIRD STREET.  THE TOP OF THE MATK IS ABOUT 3
 OH0161'INCHES BELOW THE SURFACE OF THE GROUND AND ABOUT 4 INCHES LOWER THAN
 OH0161'THE TOP OF THE SIDEWALK ON THE WEST SIDE OF TWENTY-THIRD STREET.
 OH0161
 OH0161                          STATION RECOVERY (1983)
 OH0161
 OH0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0161'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 OH0161'MARK IS NOW RECESSED 3 INCHES BELOW GROUND LEVEL, NOT LEVELED TO IN
 OH0161'1983.
 OH0161
 OH0161                          STATION RECOVERY (1992)
 OH0161
 OH0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH0161'IN BOISE, AT THE INTERSECTION OF WEST BANNOCK AND SOUTH 23RD STREETS,
 OH0161'NEAR THE NORTHEAST CORNER OF THE FAIRVIEW CITY PARK, 18.8 M
 OH0161'(61.7 FT) SOUTH OF THE CENTER OF BANNOCK STREET, 12.3 M (40.4 FT)
 OH0161'WEST OF THE CENTERLINE OF 23RD STREET, 6.7 M (22.0 FT) SOUTH OF THE
 OH0161'CENTER OF AN EAST-WEST SIDEWALK, 1.7 M (5.6 FT) WEST OF THE CENTER OF
 OH0161'A NORTH-SOUTH SIDEWALK, LEVEL WITH THE STREETS, AND THE MONUMENT IS
 OH0161'RECESSED 0.15 M (0.49 FT) BELOW THE GROUND SURFACE.
 OH0161
 OH0161                          STATION RECOVERY (1997)
 OH0161
 OH0161'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (DSS)
 OH0161'RECOVERED AS DESCRIBED.
 OH0161
 OH0161                          STATION RECOVERY (2003)
 OH0161
 OH0161'RECOVERY NOTE BY CITY OF BOISE IDAHO 2003 (GJW)
 OH0161'RECOVERED AS DESCRIBED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0020 ***********************************************************************
 OH0020  DESIGNATION -  D 3404
 OH0020  PID         -  OH0020
 OH0020  STATE/COUNTY-  ID/CANYON
 OH0020  USGS QUAD   -  NAMPA (1971)
 OH0020
 OH0020                         *CURRENT SURVEY CONTROL
 OH0020  ___________________________________________________________________
 OH0020* NAD 83(1986)-  43 36 37.     (N)    116 30 51.     (W)     SCALED    
 OH0020* NAVD 88     -       763.377  (meters)    2504.51   (feet)  ADJUSTED  
 OH0020  ___________________________________________________________________
 OH0020  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 OH0020  DYNAMIC HT  -         763.116 (meters)    2503.66  (feet)  COMP
 OH0020  MODELED GRAV-     980,252.4   (mgal)                       NAVD 88
 OH0020
 OH0020  VERT ORDER  -  SECOND    CLASS 0
 OH0020
 OH0020.The horizontal coordinates were scaled from a topographic map and have
 OH0020.an estimated accuracy of +/- 6 seconds.
 OH0020
 OH0020.The orthometric height was determined by differential leveling
 OH0020.and adjusted by the National Geodetic Survey in June 1991..
 OH0020
 OH0020.The geoid height was determined by GEOID03.
 OH0020
 OH0020.The dynamic height is computed by dividing the NAVD 88
 OH0020.geopotential number by the normal gravity value computed on the
 OH0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0020.degrees latitude (g = 980.6199 gals.).
 OH0020
 OH0020.The modeled gravity was interpolated from observed gravity values.
 OH0020
 OH0020;                    North         East    Units  Estimated Accuracy
 OH0020;SPC ID W     -   216,180.      738,310.      MT  (+/- 180 meters Scaled)
 OH0020
 OH0020                          SUPERSEDED SURVEY CONTROL
 OH0020
 OH0020  NGVD 29 (??/??/92)  762.439  (m)         2501.44   (f) ADJ UNCH    2 0
 OH0020
 OH0020.Superseded values are not recommended for survey control.
 OH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0020.See file dsdata.txt to determine how the superseded data were derived.
 OH0020
 OH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ392287(NAD 83)
 OH0020_MARKER: DD = SURVEY DISK
 OH0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0020_STAMPING: D 3404
 OH0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0020+STABILITY: SURFACE MOTION
 OH0020
 OH0020  HISTORY     - Date     Condition        Report By
 OH0020  HISTORY     - UNK      MONUMENTED       IDGS
 OH0020  HISTORY     - 1935     GOOD             NGS
 OH0020  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0020
 OH0020                          STATION DESCRIPTION
 OH0020
 OH0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OH0020'3.3 MI E FROM NAMPA.
 OH0020'3.3 MILES EAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE LAKEVIEW
 OH0020'PARK AT NAMPA, CANYON COUNTY, 11 POLES EAST OF MILEPOST B 464, 100
 OH0020'YARDS WEST OF A COUNTY ROAD RIGHT-OF-WAY FENCE, AND 64.4 FEET SOUTH OF
 OH0020'THE SOUTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED D 3404 AND SET
 OH0020'IN THE TOP OF A CONCRETE POST.
 OH0020
 OH0020                          STATION RECOVERY (1979)
 OH0020
 OH0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0160 ***********************************************************************
 OH0160  DESIGNATION -  D 3405
 OH0160  PID         -  OH0160
 OH0160  STATE/COUNTY-  ID/ADA
 OH0160  USGS QUAD   -  BOISE NORTH (1976)
 OH0160
 OH0160                         *CURRENT SURVEY CONTROL
 OH0160  ___________________________________________________________________
 OH0160* NAD 83(1986)-  43 38 08.     (N)    116 13 41.     (W)     SCALED    
 OH0160* NAVD 88     -       813.063  (meters)    2667.52   (feet)  ADJUSTED  
 OH0160  ___________________________________________________________________
 OH0160  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 OH0160  DYNAMIC HT  -         812.747 (meters)    2666.49  (feet)  COMP
 OH0160  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 OH0160
 OH0160  VERT ORDER  -  SECOND    CLASS 0
 OH0160
 OH0160.The horizontal coordinates were scaled from a topographic map and have
 OH0160.an estimated accuracy of +/- 6 seconds.
 OH0160
 OH0160.The orthometric height was determined by differential leveling
 OH0160.and adjusted by the National Geodetic Survey in June 1991..
 OH0160
 OH0160.The geoid height was determined by GEOID03.
 OH0160
 OH0160.The dynamic height is computed by dividing the NAVD 88
 OH0160.geopotential number by the normal gravity value computed on the
 OH0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0160.degrees latitude (g = 980.6199 gals.).
 OH0160
 OH0160.The modeled gravity was interpolated from observed gravity values.
 OH0160
 OH0160;                    North         East    Units  Estimated Accuracy
 OH0160;SPC ID W     -   218,810.      761,430.      MT  (+/- 180 meters Scaled)
 OH0160
 OH0160                          SUPERSEDED SURVEY CONTROL
 OH0160
 OH0160  NGVD 29 (??/??/92)  812.123  (m)         2664.44   (f) ADJ UNCH    2 0
 OH0160
 OH0160.Superseded values are not recommended for survey control.
 OH0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0160.See file dsdata.txt to determine how the superseded data were derived.
 OH0160
 OH0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ622316(NAD 83)
 OH0160_MARKER: DD = SURVEY DISK
 OH0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0160_STAMPING: D 3405
 OH0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0160+STABILITY: SURFACE MOTION
 OH0160
 OH0160  HISTORY     - Date     Condition        Report By
 OH0160  HISTORY     - UNK      MONUMENTED       IDGS
 OH0160  HISTORY     - 1962     MARK NOT FOUND   NGS
 OH0160  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0160
 OH0160                          STATION DESCRIPTION
 OH0160
 OH0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0160'2.0 MI W FROM BOISE.
 OH0160'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE
 OH0160'BOISE, ADA COUNTY, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 OH0160'THIRTY-SECOND AND STATE STREETS.  66 FEET NORTH OF THE CENTER LINE OF
 OH0160'THE HIGHWAY, 35 FEET WEST OF THE CENTER LINE OF THIRTY-SECOND STREET,
 OH0160'3 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE OF THE BOISE AND WESTERN
 OH0160'RAILROAD AND ABOUT 4 INCHES ABOVE GROUND, A STATE SURVEY STANDARD
 OH0160'DISK, STAMPED D 3405 AND SET IN TOP OF A CONCRETE POST.
 OH0160
 OH0160                          STATION RECOVERY (1983)
 OH0160
 OH0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0023 ***********************************************************************
 OH0023  DESIGNATION -  D 3406
 OH0023  PID         -  OH0023
 OH0023  STATE/COUNTY-  ID/CANYON
 OH0023  USGS QUAD   -  MERIDIAN (1971)
 OH0023
 OH0023                         *CURRENT SURVEY CONTROL
 OH0023  ___________________________________________________________________
 OH0023* NAD 83(1986)-  43 36 36.     (N)    116 28 25.     (W)     SCALED    
 OH0023* NAVD 88     -       770.230  (meters)    2527.00   (feet)  ADJUSTED  
 OH0023  ___________________________________________________________________
 OH0023  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 OH0023  DYNAMIC HT  -         769.966 (meters)    2526.13  (feet)  COMP
 OH0023  MODELED GRAV-     980,251.7   (mgal)                       NAVD 88
 OH0023
 OH0023  VERT ORDER  -  SECOND    CLASS 0
 OH0023
 OH0023.The horizontal coordinates were scaled from a topographic map and have
 OH0023.an estimated accuracy of +/- 6 seconds.
 OH0023
 OH0023.The orthometric height was determined by differential leveling
 OH0023.and adjusted by the National Geodetic Survey in June 1991..
 OH0023
 OH0023.The geoid height was determined by GEOID03.
 OH0023
 OH0023.The dynamic height is computed by dividing the NAVD 88
 OH0023.geopotential number by the normal gravity value computed on the
 OH0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0023.degrees latitude (g = 980.6199 gals.).
 OH0023
 OH0023.The modeled gravity was interpolated from observed gravity values.
 OH0023
 OH0023;                    North         East    Units  Estimated Accuracy
 OH0023;SPC ID W     -   216,120.      741,590.      MT  (+/- 180 meters Scaled)
 OH0023
 OH0023                          SUPERSEDED SURVEY CONTROL
 OH0023
 OH0023  NGVD 29 (??/??/92)  769.294  (m)         2523.93   (f) ADJ UNCH    2 0
 OH0023
 OH0023.Superseded values are not recommended for survey control.
 OH0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0023.See file dsdata.txt to determine how the superseded data were derived.
 OH0023
 OH0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ424286(NAD 83)
 OH0023_MARKER: DD = SURVEY DISK
 OH0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0023_STAMPING: D 3406
 OH0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0023+STABILITY: SURFACE MOTION
 OH0023
 OH0023  HISTORY     - Date     Condition        Report By
 OH0023  HISTORY     - UNK      MONUMENTED       IDGS
 OH0023  HISTORY     - 1952     POOR             NGS
 OH0023  HISTORY     - 1983     POOR             NGS
 OH0023
 OH0023                          STATION DESCRIPTION
 OH0023
 OH0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 OH0023'5.4 MI E FROM NAMPA.
 OH0023'5.4 MILES EAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE LAKEVIEW
 OH0023'PARK AT NAMPA, CANYON COUNTY, 12 POLES EAST OF MILEPOST B 462, 111
 OH0023'FEET NORTH OF THE ADA-CANYON COUNTY LINE, AND 67.8 FEET NORTH OF THE
 OH0023'NORTH RAIL.  A STATE SURVEY STANDARD DISK, STAMPED D 3406 AND SET IN
 OH0023'THE TOP OF A CONCRETE POST.  NOTE-- CONCRETE CHIPPED.  PROBABLY HIT BY
 OH0023'HEAVY MACHINERY.
 OH0023
 OH0023                          STATION RECOVERY (1983)
 OH0023
 OH0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0023'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0026 ***********************************************************************
 OH0026  DESIGNATION -  D 3408
 OH0026  PID         -  OH0026
 OH0026  STATE/COUNTY-  ID/ADA
 OH0026  USGS QUAD   -  MERIDIAN (1971)
 OH0026
 OH0026                         *CURRENT SURVEY CONTROL
 OH0026  ___________________________________________________________________
 OH0026* NAD 83(1986)-  43 36 33.     (N)    116 26 01.     (W)     SCALED    
 OH0026* NAVD 88     -       783.770  (meters)    2571.42   (feet)  ADJUSTED  
 OH0026  ___________________________________________________________________
 OH0026  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 OH0026  DYNAMIC HT  -         783.498 (meters)    2570.53  (feet)  COMP
 OH0026  MODELED GRAV-     980,246.4   (mgal)                       NAVD 88
 OH0026
 OH0026  VERT ORDER  -  SECOND    CLASS 0
 OH0026
 OH0026.The horizontal coordinates were scaled from a topographic map and have
 OH0026.an estimated accuracy of +/- 6 seconds.
 OH0026
 OH0026.The orthometric height was determined by differential leveling
 OH0026.and adjusted by the National Geodetic Survey in June 1991..
 OH0026
 OH0026.The geoid height was determined by GEOID03.
 OH0026
 OH0026.The dynamic height is computed by dividing the NAVD 88
 OH0026.geopotential number by the normal gravity value computed on the
 OH0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0026.degrees latitude (g = 980.6199 gals.).
 OH0026
 OH0026.The modeled gravity was interpolated from observed gravity values.
 OH0026
 OH0026;                    North         East    Units  Estimated Accuracy
 OH0026;SPC ID W     -   216,000.      744,820.      MT  (+/- 180 meters Scaled)
 OH0026
 OH0026                          SUPERSEDED SURVEY CONTROL
 OH0026
 OH0026  NGVD 29 (??/??/92)  782.828  (m)         2568.33   (f) ADJ UNCH    2 0
 OH0026
 OH0026.Superseded values are not recommended for survey control.
 OH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0026.See file dsdata.txt to determine how the superseded data were derived.
 OH0026
 OH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ457286(NAD 83)
 OH0026_MARKER: DD = SURVEY DISK
 OH0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0026_STAMPING: D 3408
 OH0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0026+STABILITY: SURFACE MOTION
 OH0026
 OH0026  HISTORY     - Date     Condition        Report By
 OH0026  HISTORY     - UNK      MONUMENTED       IDGS
 OH0026  HISTORY     - 1952     POOR             NGS
 OH0026  HISTORY     - 1983     POOR             NGS
 OH0026
 OH0026                          STATION DESCRIPTION
 OH0026
 OH0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 OH0026'2.5 MI W FROM MERIDIAN.
 OH0026'2.5 MILES WEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 OH0026'AT MERIDIAN, ADA COUNTY, 12 POLES EAST OF MILEPOST B 460, 72.7 FEET
 OH0026'SOUTH OF THE SOUTH RAIL, AND 29.7 FEET WEST OF THE WEST RIGHT-OF-WAY
 OH0026'FENCE OF A COUNTY ROAD.  A STATE SURVEY STANDARD DISK, STAMPED D 3408
 OH0026'AND SET IN THE TOP OF A CONCRETE POST.
 OH0026
 OH0026                          STATION RECOVERY (1983)
 OH0026
 OH0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0026'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0289 ***********************************************************************
 NT0289  DESIGNATION -  D 341
 NT0289  PID         -  NT0289
 NT0289  STATE/COUNTY-  ID/FRANKLIN
 NT0289  USGS QUAD   -  RIVERDALE (1980)
 NT0289
 NT0289                         *CURRENT SURVEY CONTROL
 NT0289  ___________________________________________________________________
 NT0289* NAD 83(1986)-  42 08 50.     (N)    111 49 41.     (W)     SCALED    
 NT0289* NAVD 88     -      1487.402  (meters)    4879.92   (feet)  ADJUSTED  
 NT0289  ___________________________________________________________________
 NT0289  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NT0289  DYNAMIC HT  -        1486.394 (meters)    4876.61  (feet)  COMP
 NT0289  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 NT0289
 NT0289  VERT ORDER  -  SECOND    CLASS 0
 NT0289
 NT0289.The horizontal coordinates were scaled from a topographic map and have
 NT0289.an estimated accuracy of +/- 6 seconds.
 NT0289
 NT0289.The orthometric height was determined by differential leveling
 NT0289.and adjusted by the National Geodetic Survey in June 1991..
 NT0289
 NT0289.The geoid height was determined by GEOID03.
 NT0289
 NT0289.The dynamic height is computed by dividing the NAVD 88
 NT0289.geopotential number by the normal gravity value computed on the
 NT0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0289.degrees latitude (g = 980.6199 gals.).
 NT0289
 NT0289.The modeled gravity was interpolated from observed gravity values.
 NT0289
 NT0289;                    North         East    Units  Estimated Accuracy
 NT0289;SPC ID E     -    53,430.      227,990.      MT  (+/- 180 meters Scaled)
 NT0289
 NT0289                          SUPERSEDED SURVEY CONTROL
 NT0289
 NT0289  NGVD 29 (??/??/92) 1486.372  (m)         4876.54   (f) ADJ UNCH    2 0
 NT0289
 NT0289.Superseded values are not recommended for survey control.
 NT0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0289.See file dsdata.txt to determine how the superseded data were derived.
 NT0289
 NT0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM315664(NAD 83)
 NT0289_MARKER: DB = BENCH MARK DISK
 NT0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0289_STAMPING: D 341 1951
 NT0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0289+STABILITY: SURFACE MOTION
 NT0289
 NT0289  HISTORY     - Date     Condition        Report By
 NT0289  HISTORY     - 1951     MONUMENTED       CGS
 NT0289  HISTORY     - 1971     GOOD             USGS
 NT0289
 NT0289                          STATION DESCRIPTION
 NT0289
 NT0289'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0289'1.0 MI N FROM PRESTON.
 NT0289'1 MILE NORTH ALONG U. S. HIGHWAY 91 FROM COURT HOUSE AT PRESTON,
 NT0289'THENCE 4.2 MILES NORTHEAST ALONG STATE HIGHWAY 34 TO JUNCTION WEST
 NT0289'WITH OLD HIGHWAY.  THENCE 0.2 MILE WEST ALONG OLD HIGHWAY.  AT A SHARP
 NT0289'BEND OF THE ROAD.  40 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD. 2
 NT0289'FT NORTHWEST OF A FENCE.  1.7 FEET NORTHWEST OF A WITNESS POST, AND
 NT0289'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 NT0289'PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0701 ***********************************************************************
 OH0701  DESIGNATION -  D 34101
 OH0701  PID         -  OH0701
 OH0701  STATE/COUNTY-  ID/CANYON
 OH0701  USGS QUAD   -  PARMA (1975)
 OH0701
 OH0701                         *CURRENT SURVEY CONTROL
 OH0701  ___________________________________________________________________
 OH0701* NAD 83(1986)-  43 46 13.     (N)    116 57 07.     (W)     SCALED    
 OH0701* NAVD 88     -       679.330  (meters)    2228.77   (feet)  ADJUSTED  
 OH0701  ___________________________________________________________________
 OH0701  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 OH0701  DYNAMIC HT  -         679.109 (meters)    2228.04  (feet)  COMP
 OH0701  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 OH0701
 OH0701  VERT ORDER  -  SECOND    CLASS 0
 OH0701
 OH0701.The horizontal coordinates were scaled from a topographic map and have
 OH0701.an estimated accuracy of +/- 6 seconds.
 OH0701
 OH0701.The orthometric height was determined by differential leveling
 OH0701.and adjusted by the National Geodetic Survey in June 1991..
 OH0701
 OH0701.The geoid height was determined by GEOID03.
 OH0701
 OH0701.The dynamic height is computed by dividing the NAVD 88
 OH0701.geopotential number by the normal gravity value computed on the
 OH0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0701.degrees latitude (g = 980.6199 gals.).
 OH0701
 OH0701.The modeled gravity was interpolated from observed gravity values.
 OH0701
 OH0701;                    North         East    Units  Estimated Accuracy
 OH0701;SPC ID W     -   234,370.      703,230.      MT  (+/- 180 meters Scaled)
 OH0701
 OH0701                          SUPERSEDED SURVEY CONTROL
 OH0701
 OH0701  NGVD 29 (??/??/92)  678.384  (m)         2225.66   (f) ADJ UNCH    2 0
 OH0701
 OH0701.Superseded values are not recommended for survey control.
 OH0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0701.See file dsdata.txt to determine how the superseded data were derived.
 OH0701
 OH0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ038463(NAD 83)
 OH0701_MARKER: DD = SURVEY DISK
 OH0701_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0701_SP_SET: PIER
 OH0701_STAMPING: D 34101
 OH0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0701
 OH0701  HISTORY     - Date     Condition        Report By
 OH0701  HISTORY     - UNK      MONUMENTED       IDGS
 OH0701  HISTORY     - 1951     GOOD             NGS
 OH0701  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0701
 OH0701                          STATION DESCRIPTION
 OH0701
 OH0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0701'1.35 MI S FROM PARMA.
 OH0701'0.2 MILE NORTHWEST ALONG SOUTH STREET FROM THE UNION PACIFIC RAILROAD
 OH0701'STATION TO A T JUNCTION OF U.S. HIGHWAY 95 LEADING SOUTH TO WILDER,
 OH0701'THENCE 1.15 MILES SOUTH ALONG U. S. HIGHWAY 95, AND SET IN THE TOP OF
 OH0701'THE MIDDLE CONCRETE PIER AT THE EAST END OF THE PIER OF STEEL BRIDGE
 OH0701'OVER THE BOISE RIVER, 11 1/2 FEET EAST OF THE CENTER LINE OF U. S.
 OH0701'HIGHWAY 95, 2.3 FEET WEST OF THE EAST EDGE OF A CONCRETE PIER, 0.7
 OH0701'FEET EAST OF A STEEL PLATE, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 OH0701
 OH0701                          STATION RECOVERY (1983)
 OH0701
 OH0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0703 ***********************************************************************
 OH0703  DESIGNATION -  D 34102
 OH0703  PID         -  OH0703
 OH0703  STATE/COUNTY-  ID/CANYON
 OH0703  USGS QUAD   -  WILDER (1971)
 OH0703
 OH0703                         *CURRENT SURVEY CONTROL
 OH0703  ___________________________________________________________________
 OH0703* NAD 83(1986)-  43 44 58.     (N)    116 57 08.     (W)     SCALED    
 OH0703* NAVD 88     -       690.725  (meters)    2266.15   (feet)  ADJUSTED  
 OH0703  ___________________________________________________________________
 OH0703  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 OH0703  DYNAMIC HT  -         690.496 (meters)    2265.40  (feet)  COMP
 OH0703  MODELED GRAV-     980,265.7   (mgal)                       NAVD 88
 OH0703
 OH0703  VERT ORDER  -  SECOND    CLASS 0
 OH0703
 OH0703.The horizontal coordinates were scaled from a topographic map and have
 OH0703.an estimated accuracy of +/- 6 seconds.
 OH0703
 OH0703.The orthometric height was determined by differential leveling
 OH0703.and adjusted by the National Geodetic Survey in June 1991..
 OH0703
 OH0703.The geoid height was determined by GEOID03.
 OH0703
 OH0703.The dynamic height is computed by dividing the NAVD 88
 OH0703.geopotential number by the normal gravity value computed on the
 OH0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0703.degrees latitude (g = 980.6199 gals.).
 OH0703
 OH0703.The modeled gravity was interpolated from observed gravity values.
 OH0703
 OH0703;                    North         East    Units  Estimated Accuracy
 OH0703;SPC ID W     -   232,060.      703,180.      MT  (+/- 180 meters Scaled)
 OH0703
 OH0703                          SUPERSEDED SURVEY CONTROL
 OH0703
 OH0703  NGVD 29 (??/??/92)  689.778  (m)         2263.05   (f) ADJ UNCH    2 0
 OH0703
 OH0703.Superseded values are not recommended for survey control.
 OH0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0703.See file dsdata.txt to determine how the superseded data were derived.
 OH0703
 OH0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ038440(NAD 83)
 OH0703_MARKER: DD = SURVEY DISK
 OH0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0703_STAMPING: D 34102
 OH0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0703+STABILITY: SURFACE MOTION
 OH0703
 OH0703  HISTORY     - Date     Condition        Report By
 OH0703  HISTORY     - UNK      MONUMENTED       IDGS
 OH0703  HISTORY     - 1951     GOOD             NGS
 OH0703  HISTORY     - 1983     POOR             NGS
 OH0703
 OH0703                          STATION DESCRIPTION
 OH0703
 OH0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0703'2.9 MI S FROM PARMA.
 OH0703'0.2 MILE NORTHWEST ALONG SOUTH STREET FROM THE UNION PACIFIC RAILROAD
 OH0703'STATION TO A T JUNCTION OF U. S. HIGHWAY 95 LEADING SOUTH TO WILDER,
 OH0703'THENCE 2.7 MILES SOUTH ALONG U. S. HIGHWAY 95, AT AN INTERSECTION OF
 OH0703'HIGHWAY 95 LEADING NORTH AND EAST AND GRAVEL ROAD LEADING SOUTH AND
 OH0703'PAVED ROAD LEADING TO ROSWELL, 28 FEET NORTHWEST OF THE CENTER OF THE
 OH0703'INTERSECTION OF THE ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE
 OH0703'PAVED ROAD LEADING NORTH TO ROSWELL, 17 FEET WEST OF THE CENTER LINE
 OH0703'OF THE NORTHSOUTH ROAD, 4.6 FEET SOUTHWEST OF THE SOUTHWEST END OF
 OH0703'CONCRETE CULVERT, 13.5 FEET EAST OF THE FENCE CORNER POST, 2.3 FEET
 OH0703'SOUTHEAST OF THE WITNESS POST, 0.6 FEET NORTHWEST OF THE NORTHWEST
 OH0703'EDGE OF THE ROAD, AND ABOUT 0.6 FOOT LOWER THAN THE INTERSECTION, AND
 OH0703'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OH0703
 OH0703                          STATION RECOVERY (1983)
 OH0703
 OH0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0703'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0704 ***********************************************************************
 OH0704  DESIGNATION -  D 34103
 OH0704  PID         -  OH0704
 OH0704  STATE/COUNTY-  ID/CANYON
 OH0704  USGS QUAD   -  WILDER (1971)
 OH0704
 OH0704                         *CURRENT SURVEY CONTROL
 OH0704  ___________________________________________________________________
 OH0704* NAD 83(1986)-  43 44 57.     (N)    116 56 31.     (W)     SCALED    
 OH0704* NAVD 88     -       692.142  (meters)    2270.80   (feet)  ADJUSTED  
 OH0704  ___________________________________________________________________
 OH0704  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 OH0704  DYNAMIC HT  -         691.913 (meters)    2270.05  (feet)  COMP
 OH0704  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 OH0704
 OH0704  VERT ORDER  -  SECOND    CLASS 0
 OH0704
 OH0704.The horizontal coordinates were scaled from a topographic map and have
 OH0704.an estimated accuracy of +/- 6 seconds.
 OH0704
 OH0704.The orthometric height was determined by differential leveling
 OH0704.and adjusted by the National Geodetic Survey in June 1991..
 OH0704
 OH0704.The geoid height was determined by GEOID03.
 OH0704
 OH0704.The dynamic height is computed by dividing the NAVD 88
 OH0704.geopotential number by the normal gravity value computed on the
 OH0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0704.degrees latitude (g = 980.6199 gals.).
 OH0704
 OH0704.The modeled gravity was interpolated from observed gravity values.
 OH0704
 OH0704;                    North         East    Units  Estimated Accuracy
 OH0704;SPC ID W     -   232,010.      704,000.      MT  (+/- 180 meters Scaled)
 OH0704
 OH0704                          SUPERSEDED SURVEY CONTROL
 OH0704
 OH0704  NGVD 29 (??/??/92)  691.195  (m)         2267.70   (f) ADJ UNCH    2 0
 OH0704
 OH0704.Superseded values are not recommended for survey control.
 OH0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0704.See file dsdata.txt to determine how the superseded data were derived.
 OH0704
 OH0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ046440(NAD 83)
 OH0704_MARKER: DD = SURVEY DISK
 OH0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0704_STAMPING: D 34103
 OH0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0704+STABILITY: SURFACE MOTION
 OH0704
 OH0704  HISTORY     - Date     Condition        Report By
 OH0704  HISTORY     - UNK      MONUMENTED       IDGS
 OH0704  HISTORY     - 1951     GOOD             NGS
 OH0704  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0704
 OH0704                          STATION DESCRIPTION
 OH0704
 OH0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0704'3.45 MI S FROM PARMA.
 OH0704'0.2 MILE NORTHWEST ALONG SOUTH STREET FROM THE UNION PACIFIC RAILROAD
 OH0704'STATION TO A T JUNCTION OF U. S. HIGHWAY 95 LEADING SOUTH WILDER,
 OH0704'THENCE 3.25 MILES SOUTH ALONG U. S. HIGHWAY 95, AT T JUNCTION WHERE
 OH0704'HIGHWAY 95 GOES SOUTH AND WEST AND GRAVEL ROAD LEADING NORTH, 113.8
 OH0704'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE FARM HOUSE, 51 1/2
 OH0704'FEET EAST OF THE CENTER LINE OF HIGHWAY 95 ABOUT CENTER OF TURN IN
 OH0704'HIGHWAY, 13 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING
 OH0704'NORTH, 5 FEET NORTHWEST OF A POWER LINE POLE WITH TWO GUY WIRES, 1.8
 OH0704'FEET WEST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET
 OH0704'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OH0704
 OH0704                          STATION RECOVERY (1983)
 OH0704
 OH0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0707 ***********************************************************************
 OH0707  DESIGNATION -  D 34105
 OH0707  PID         -  OH0707
 OH0707  STATE/COUNTY-  ID/CANYON
 OH0707  USGS QUAD   -  WILDER (1971)
 OH0707
 OH0707                         *CURRENT SURVEY CONTROL
 OH0707  ___________________________________________________________________
 OH0707* NAD 83(1986)-  43 42 47.     (N)    116 55 56.     (W)     SCALED    
 OH0707* NAVD 88     -       737.583  (meters)    2419.89   (feet)  ADJUSTED  
 OH0707  ___________________________________________________________________
 OH0707  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 OH0707  DYNAMIC HT  -         737.330 (meters)    2419.06  (feet)  COMP
 OH0707  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 OH0707
 OH0707  VERT ORDER  -  SECOND    CLASS 0
 OH0707
 OH0707.The horizontal coordinates were scaled from a topographic map and have
 OH0707.an estimated accuracy of +/- 6 seconds.
 OH0707
 OH0707.The orthometric height was determined by differential leveling
 OH0707.and adjusted by the National Geodetic Survey in June 1991..
 OH0707
 OH0707.The geoid height was determined by GEOID03.
 OH0707
 OH0707.The dynamic height is computed by dividing the NAVD 88
 OH0707.geopotential number by the normal gravity value computed on the
 OH0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0707.degrees latitude (g = 980.6199 gals.).
 OH0707
 OH0707.The modeled gravity was interpolated from observed gravity values.
 OH0707
 OH0707;                    North         East    Units  Estimated Accuracy
 OH0707;SPC ID W     -   227,990.      704,730.      MT  (+/- 180 meters Scaled)
 OH0707
 OH0707                          SUPERSEDED SURVEY CONTROL
 OH0707
 OH0707  NGVD 29 (??/??/92)  736.631  (m)         2416.76   (f) ADJ UNCH    2 0
 OH0707
 OH0707.Superseded values are not recommended for survey control.
 OH0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0707.See file dsdata.txt to determine how the superseded data were derived.
 OH0707
 OH0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ054400(NAD 83)
 OH0707_MARKER: DD = SURVEY DISK
 OH0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0707_STAMPING: D 34105
 OH0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0707+STABILITY: SURFACE MOTION
 OH0707
 OH0707  HISTORY     - Date     Condition        Report By
 OH0707  HISTORY     - UNK      MONUMENTED       IDGS
 OH0707  HISTORY     - 1951     GOOD             NGS
 OH0707  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0707
 OH0707                          STATION DESCRIPTION
 OH0707
 OH0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0707'3.6 MI NW FROM WILDER.
 OH0707'0.1 MILE WEST ALONG STREET FROM THE POST OFFICE AND FIRST NATIONAL
 OH0707'BANK BUILDING, TO THE JUNCTION OF U.S. HIGHWAY 95, THENCE 3.5 MILES
 OH0707'NORTHWEST ALONG HIGHWAY 95, 6.5 MILES SOUTH OF THE UNION PACIFIC
 OH0707'RAILROAD STATION IN PARMA SOUTH ALONG U. S. HIGHWAY 95, AT THE ROSS
 OH0707'LATERAL SYPHON UNDER HIGHWAY 95, 87.9 FEET NORTHWEST OF THE CENTER OF
 OH0707'THE WEST HEADWALL OF THE SYPHON, 33 1/2 FEET WEST OF THE CENTER LINE
 OH0707'OF HIGHWAY 95, 3.7 FEET WEST OF THE NORTH SOUTH FENCE LINE, 3.9 FEET
 OH0707'SOUTH OF THE FENCE LINE LEADING WEST, 1.8 FEET EAST OF THE WITNESS
 OH0707'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OH0707'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OH0707
 OH0707                          STATION RECOVERY (1983)
 OH0707
 OH0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0712 ***********************************************************************
 OH0712  DESIGNATION -  D 34107
 OH0712  PID         -  OH0712
 OH0712  STATE/COUNTY-  ID/CANYON
 OH0712  USGS QUAD   -  WILDER (1971)
 OH0712
 OH0712                         *CURRENT SURVEY CONTROL
 OH0712  ___________________________________________________________________
 OH0712* NAD 83(1986)-  43 40 07.     (N)    116 54 44.     (W)     SCALED    
 OH0712* NAVD 88     -       753.213  (meters)    2471.17   (feet)  ADJUSTED  
 OH0712  ___________________________________________________________________
 OH0712  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 OH0712  DYNAMIC HT  -         752.948 (meters)    2470.30  (feet)  COMP
 OH0712  MODELED GRAV-     980,242.9   (mgal)                       NAVD 88
 OH0712
 OH0712  VERT ORDER  -  SECOND    CLASS 0
 OH0712
 OH0712.The horizontal coordinates were scaled from a topographic map and have
 OH0712.an estimated accuracy of +/- 6 seconds.
 OH0712
 OH0712.The orthometric height was determined by differential leveling
 OH0712.and adjusted by the National Geodetic Survey in June 1991..
 OH0712
 OH0712.The geoid height was determined by GEOID03.
 OH0712
 OH0712.The dynamic height is computed by dividing the NAVD 88
 OH0712.geopotential number by the normal gravity value computed on the
 OH0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0712.degrees latitude (g = 980.6199 gals.).
 OH0712
 OH0712.The modeled gravity was interpolated from observed gravity values.
 OH0712
 OH0712;                    North         East    Units  Estimated Accuracy
 OH0712;SPC ID W     -   223,030.      706,270.      MT  (+/- 180 meters Scaled)
 OH0712
 OH0712                          SUPERSEDED SURVEY CONTROL
 OH0712
 OH0712  NGVD 29 (??/??/92)  752.262  (m)         2468.05   (f) ADJ UNCH    2 0
 OH0712
 OH0712.Superseded values are not recommended for survey control.
 OH0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0712.See file dsdata.txt to determine how the superseded data were derived.
 OH0712
 OH0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ070350(NAD 83)
 OH0712_MARKER: DB = BENCH MARK DISK
 OH0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0712_STAMPING: D 34107
 OH0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0712+STABILITY: SURFACE MOTION
 OH0712
 OH0712  HISTORY     - Date     Condition        Report By
 OH0712  HISTORY     - UNK      MONUMENTED       IDGS
 OH0712  HISTORY     - 1951     GOOD             NGS
 OH0712  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0712
 OH0712                          STATION DESCRIPTION
 OH0712
 OH0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0712'0.75 MI S FROM WILDER.
 OH0712'0.1 MILE WEST ALONG STREET FROM THE POST OFFICE AND FIRST NATIONAL
 OH0712'BANK BUILDING IN WILDER TO THE JUNCTION OF U. S. HIGHWAY 95, THENCE
 OH0712'0.65 MILE SOUTH ALONG HIGHWAY 95, AT THE T JUNCTION OF HIGHWAY 95 AND
 OH0712'STATE HIGHWAY 19, 46 1/2 FEET SOUTH OF THE CENTER LINE OF THE PAVED
 OH0712'ROAD, 23 1/2 FEET WEST OF THE CENTER LINE OF HIGHWAY 95, 24.6 FEET
 OH0712'SOUTH OF A POWER LINE POLE, 27 1/2 FEET NORTH OF THE WITNESS POST AND
 OH0712'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OH0712'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OH0712
 OH0712                          STATION RECOVERY (1983)
 OH0712
 OH0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0434 ***********************************************************************
 OH0434  DESIGNATION -  D 34111
 OH0434  PID         -  OH0434
 OH0434  STATE/COUNTY-  ID/OWYHEE
 OH0434  USGS QUAD   -  HOMEDALE (1971)
 OH0434
 OH0434                         *CURRENT SURVEY CONTROL
 OH0434  ___________________________________________________________________
 OH0434* NAD 83(1986)-  43 37 07.     (N)    116 55 27.     (W)     SCALED    
 OH0434* NAVD 88     -       677.639  (meters)    2223.22   (feet)  ADJUSTED  
 OH0434  ___________________________________________________________________
 OH0434  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 OH0434  DYNAMIC HT  -         677.397 (meters)    2222.43  (feet)  COMP
 OH0434  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 OH0434
 OH0434  VERT ORDER  -  SECOND    CLASS 0
 OH0434
 OH0434.The horizontal coordinates were scaled from a topographic map and have
 OH0434.an estimated accuracy of +/- 6 seconds.
 OH0434
 OH0434.The orthometric height was determined by differential leveling
 OH0434.and adjusted by the National Geodetic Survey in June 1991..
 OH0434
 OH0434.The geoid height was determined by GEOID03.
 OH0434
 OH0434.The dynamic height is computed by dividing the NAVD 88
 OH0434.geopotential number by the normal gravity value computed on the
 OH0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0434.degrees latitude (g = 980.6199 gals.).
 OH0434
 OH0434.The modeled gravity was interpolated from observed gravity values.
 OH0434
 OH0434;                    North         East    Units  Estimated Accuracy
 OH0434;SPC ID W     -   217,490.      705,230.      MT  (+/- 180 meters Scaled)
 OH0434
 OH0434                          SUPERSEDED SURVEY CONTROL
 OH0434
 OH0434  NGVD 29 (??/??/92)  676.696  (m)         2220.13   (f) ADJ UNCH    2 0
 OH0434
 OH0434.Superseded values are not recommended for survey control.
 OH0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0434.See file dsdata.txt to determine how the superseded data were derived.
 OH0434
 OH0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ061295(NAD 83)
 OH0434_MARKER: DB = BENCH MARK DISK
 OH0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0434_SP_SET: BRIDGE
 OH0434_STAMPING: D 34111
 OH0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0434
 OH0434  HISTORY     - Date     Condition        Report By
 OH0434  HISTORY     - UNK      MONUMENTED       CGS
 OH0434  HISTORY     - 1951     GOOD             NGS
 OH0434  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0434
 OH0434                          STATION DESCRIPTION
 OH0434
 OH0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0434'0.4 MI E FROM HOMEDALE.
 OH0434'0.4 MILE EAST ALONG U.S. HIGHWAY FROM THE HIGH SCHOOL IN HOMEDALE AT
 OH0434'THE STEEL BRIDGE OVER THE SNAKE RIVER, AND SET IN THE TOP OF THE
 OH0434'NORTHWEST END OF THE FIRST CONCRETE PIER FROM THE SOUTHWEST CORNER OF
 OH0434'BRIDGE, 164.5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE STEEL
 OH0434'BRIDGE, 11 1/2 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY OVER
 OH0434'THE BRIDGE, 1.4 FEET SOUTHEAST OF THE NORTHWEST EDGE OF PIER, AND
 OH0434'ABOUT 5 1/2 FEET LOWER THAN THE HIGHWAY.  NOTE-- A PLANK WALK HAS BEEN
 OH0434'BUILT OUT OVER THE TOP OF THIS MARK TO HIT MARK ABOVE THE PLANK (OR
 OH0434'USE TAPE.)
 OH0434
 OH0434                          STATION RECOVERY (1983)
 OH0434
 OH0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0440 ***********************************************************************
 OH0440  DESIGNATION -  D 34112
 OH0440  PID         -  OH0440
 OH0440  STATE/COUNTY-  ID/OWYHEE
 OH0440  USGS QUAD   -  HOMEDALE (1971)
 OH0440
 OH0440                         *CURRENT SURVEY CONTROL
 OH0440  ___________________________________________________________________
 OH0440* NAD 83(1986)-  43 36 37.     (N)    116 55 53.     (W)     SCALED    
 OH0440* NAVD 88     -       683.769  (meters)    2243.33   (feet)  ADJUSTED  
 OH0440  ___________________________________________________________________
 OH0440  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 OH0440  DYNAMIC HT  -         683.525 (meters)    2242.53  (feet)  COMP
 OH0440  MODELED GRAV-     980,241.0   (mgal)                       NAVD 88
 OH0440
 OH0440  VERT ORDER  -  SECOND    CLASS 0
 OH0440
 OH0440.The horizontal coordinates were scaled from a topographic map and have
 OH0440.an estimated accuracy of +/- 6 seconds.
 OH0440
 OH0440.The orthometric height was determined by differential leveling
 OH0440.and adjusted by the National Geodetic Survey in June 1991..
 OH0440
 OH0440.The geoid height was determined by GEOID03.
 OH0440
 OH0440.The dynamic height is computed by dividing the NAVD 88
 OH0440.geopotential number by the normal gravity value computed on the
 OH0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0440.degrees latitude (g = 980.6199 gals.).
 OH0440
 OH0440.The modeled gravity was interpolated from observed gravity values.
 OH0440
 OH0440;                    North         East    Units  Estimated Accuracy
 OH0440;SPC ID W     -   216,570.      704,630.      MT  (+/- 180 meters Scaled)
 OH0440
 OH0440                          SUPERSEDED SURVEY CONTROL
 OH0440
 OH0440  NGVD 29 (??/??/92)  682.822  (m)         2240.23   (f) ADJ UNCH    2 0
 OH0440
 OH0440.Superseded values are not recommended for survey control.
 OH0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0440.See file dsdata.txt to determine how the superseded data were derived.
 OH0440
 OH0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ055285(NAD 83)
 OH0440_MARKER: DD = SURVEY DISK
 OH0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0440_STAMPING: D 34112
 OH0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0440+STABILITY: SURFACE MOTION
 OH0440
 OH0440  HISTORY     - Date     Condition        Report By
 OH0440  HISTORY     - UNK      MONUMENTED       IDGS
 OH0440  HISTORY     - 1944     GOOD             NGS
 OH0440  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 OH0440
 OH0440                          STATION DESCRIPTION
 OH0440
 OH0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OH0440'IN HOMEDALE.
 OH0440'ALONG THE HOMEDALE TO MARSING HIGHWAY.  1.0 MILE SOUTHEAST OF THE
 OH0440'RAILROAD STATION AT HOMEDALE.  AT A CURVE.  12 YARDS EAST OF THE
 OH0440'INTERSECTION OF THE CENTER-LINES OF TWO DIRT ROADS FORMING TANGENTS
 OH0440'TO CURVE IN HIGHWAY.  9 FEET NORTH OF THE CENTER-LINE OF THE DRIVEWAY
 OH0440'TO J.T. HILLIARD RESIDENCE.  30 FEET NORTHWEST OF THE NORTHWEST CORNER
 OH0440'OF THE J.T. HILLIARD HOUSE.  3 FEET SOUTH OF A POWER POLE.  4 INCHES
 OH0440'ABOVE THE GROUND.
 OH0440
 OH0440                          STATION RECOVERY (1975)
 OH0440
 OH0440'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 OH0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0722 ***********************************************************************
 OH0722  DESIGNATION -  D 34113
 OH0722  PID         -  OH0722
 OH0722  STATE/COUNTY-  ID/OWYHEE
 OH0722  USGS QUAD   -  HOMEDALE (1971)
 OH0722
 OH0722                         *CURRENT SURVEY CONTROL
 OH0722  ___________________________________________________________________
 OH0722* NAD 83(1986)-  43 34 55.     (N)    116 55 52.     (W)     SCALED    
 OH0722* NAVD 88     -       701.809  (meters)    2302.52   (feet)  ADJUSTED  
 OH0722  ___________________________________________________________________
 OH0722  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 OH0722  DYNAMIC HT  -         701.558 (meters)    2301.69  (feet)  COMP
 OH0722  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 OH0722
 OH0722  VERT ORDER  -  SECOND    CLASS 0
 OH0722
 OH0722.The horizontal coordinates were scaled from a topographic map and have
 OH0722.an estimated accuracy of +/- 6 seconds.
 OH0722
 OH0722.The orthometric height was determined by differential leveling
 OH0722.and adjusted by the National Geodetic Survey in June 1991..
 OH0722
 OH0722.The geoid height was determined by GEOID03.
 OH0722
 OH0722.The dynamic height is computed by dividing the NAVD 88
 OH0722.geopotential number by the normal gravity value computed on the
 OH0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0722.degrees latitude (g = 980.6199 gals.).
 OH0722
 OH0722.The modeled gravity was interpolated from observed gravity values.
 OH0722
 OH0722;                    North         East    Units  Estimated Accuracy
 OH0722;SPC ID W     -   213,420.      704,610.      MT  (+/- 180 meters Scaled)
 OH0722
 OH0722                          SUPERSEDED SURVEY CONTROL
 OH0722
 OH0722  NGVD 29 (??/??/92)  700.858  (m)         2299.40   (f) ADJ UNCH    2 0
 OH0722
 OH0722.Superseded values are not recommended for survey control.
 OH0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0722.See file dsdata.txt to determine how the superseded data were derived.
 OH0722
 OH0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ055254(NAD 83)
 OH0722_MARKER: DD = SURVEY DISK
 OH0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0722_SP_SET: CULVERT
 OH0722_STAMPING: D 34113
 OH0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0722
 OH0722  HISTORY     - Date     Condition        Report By
 OH0722  HISTORY     - UNK      MONUMENTED       IDGS
 OH0722  HISTORY     - 1951     GOOD             NGS
 OH0722  HISTORY     - 1978     GOOD             NGS
 OH0722
 OH0722                          STATION DESCRIPTION
 OH0722
 OH0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0722'2.95 MI S FROM HOMEDALE.
 OH0722'0.2 MILE WEST ALONG THE U. S. HIGHWAY 95 FROM THE HIGHSCHOOL IN
 OH0722'HOMEDALE TO THE INTERSECTION WHERE HIGHWAY 95 TURNS SOUTH, THENCE 2.75
 OH0722'MILES SOUTH ALONG THE HIGHWAY, AT A INTERSECTION OF HIGHWAY AND ROADS
 OH0722'LEADING EAST AND WEST ALONG THE NORTH BANK OF IRRIGATION DITCH, AND
 OH0722'SET IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEADWALL OF CULVERT
 OH0722'UNDER HIGHWAY, 0.55 MILE NORTH OF THE TURN IN THE HIGHWAY TO THE EAST,
 OH0722'12 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20 1/2 FEET SOUTH
 OH0722'OF THE CENTER LINE OF THE ROAD LEADING EAST ALONG THE NORTH BANK OF
 OH0722'THE DITCH, 4.5 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE
 OH0722'HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 OH0722
 OH0722                          STATION RECOVERY (1978)
 OH0722
 OH0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OH0722'REACHED FROM THE JUNCTION OF STATE HIGHWAY 19, AND US HIGHWAY 95,
 OH0722'JUST SOUTH OF THE HOMEDALE POST OFFICE, GO SOUTH ON US HIGHWAY 95 FOR
 OH0722'2.6 MILES TO THE MARK ON THE LEFT, 0.35 MILE SOUTH OF MILEPOST 32, 54
 OH0722'FEET SOUTH OF A DIRT ROAD EAST, 35 FEET SOUTHWEST OF TELEPHONE POLE
 OH0722'67A, 29 FEET WEST OF A CHECK VALVE IN THE IRRIGATION SYSTEM, 20 FEET
 OH0722'SOUTH OF THE CENTER OF THE ROAD ON THE CANAL BANK, AND 1245 FEET EAST
 OH0722'OF THE CENTER OF US HIGHWAY 95 WHERE THE POWER LINE CROSSES THE
 OH0722'HIGHWAY CEMENTED IN A DRILL HOLE IN THE EAST CONCRETE HEADWALL OF THE
 OH0722'IRRIGATION CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0729 ***********************************************************************
 OH0729  DESIGNATION -  D 34115
 OH0729  PID         -  OH0729
 OH0729  STATE/COUNTY-  ID/OWYHEE
 OH0729  USGS QUAD   -  HOMEDALE (1971)
 OH0729
 OH0729                         *CURRENT SURVEY CONTROL
 OH0729  ___________________________________________________________________
 OH0729* NAD 83(1986)-  43 32 57.     (N)    116 53 27.     (W)     SCALED    
 OH0729* NAVD 88     -       705.371  (meters)    2314.20   (feet)  ADJUSTED  
 OH0729  ___________________________________________________________________
 OH0729  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 OH0729  DYNAMIC HT  -         705.116 (meters)    2313.37  (feet)  COMP
 OH0729  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 OH0729
 OH0729  VERT ORDER  -  SECOND    CLASS 0
 OH0729
 OH0729.The horizontal coordinates were scaled from a topographic map and have
 OH0729.an estimated accuracy of +/- 6 seconds.
 OH0729
 OH0729.The orthometric height was determined by differential leveling
 OH0729.and adjusted by the National Geodetic Survey in June 1991..
 OH0729
 OH0729.The geoid height was determined by GEOID03.
 OH0729
 OH0729.The dynamic height is computed by dividing the NAVD 88
 OH0729.geopotential number by the normal gravity value computed on the
 OH0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0729.degrees latitude (g = 980.6199 gals.).
 OH0729
 OH0729.The modeled gravity was interpolated from observed gravity values.
 OH0729
 OH0729;                    North         East    Units  Estimated Accuracy
 OH0729;SPC ID W     -   209,740.      707,810.      MT  (+/- 180 meters Scaled)
 OH0729
 OH0729                          SUPERSEDED SURVEY CONTROL
 OH0729
 OH0729  NGVD 29 (??/??/92)  704.422  (m)         2311.09   (f) ADJ UNCH    2 0
 OH0729
 OH0729.Superseded values are not recommended for survey control.
 OH0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0729.See file dsdata.txt to determine how the superseded data were derived.
 OH0729
 OH0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ088218(NAD 83)
 OH0729_MARKER: DD = SURVEY DISK
 OH0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0729_STAMPING: D 34115
 OH0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0729+STABILITY: SURFACE MOTION
 OH0729
 OH0729  HISTORY     - Date     Condition        Report By
 OH0729  HISTORY     - UNK      MONUMENTED       IDGS
 OH0729  HISTORY     - 1951     GOOD             NGS
 OH0729
 OH0729                          STATION DESCRIPTION
 OH0729
 OH0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0729'4.75 MI W FROM MARSING.
 OH0729'4.75 MILES WEST ALONG U. S. HIGHWAYS 20 AND 95 FROM THE U.P. AND
 OH0729'O.S.L.R.R. STATION IN MARSING, 6.3 MILES SOUTHEAST OF THE HIGHSCHOOL
 OH0729'IN HOMEDALE, 0.25 MILE NORTH OF THE TURN IN THE HIGHWAY NORTH AND
 OH0729'EAST, AT Y JUNCTION WHERE HIGHWAY 95 TURNS WEST AND GRAVEL ROAD
 OH0729'LEADING NORTH, 243 FEET NORTH OF THE CENTER OF THE Y JUNCTION, 70 FEET
 OH0729'EAST OF THE CENTER LINE OF HIGHWAY 95, 22.9 FEET SOUTH OF THE T
 OH0729'JUNCTION OF THE FENCE LINES, 16 1/2 FEET EAST OF THE CENTER LINE OF
 OH0729'THE GRAVEL ROAD LEADING NORTH, 4.7 FEET WEST OF A WOODEN GATE, 1.7
 OH0729'FEET SOUTH OF THE WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 OH0729'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OH0729'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0734 ***********************************************************************
 OH0734  DESIGNATION -  D 34116
 OH0734  PID         -  OH0734
 OH0734  STATE/COUNTY-  ID/OWYHEE
 OH0734  USGS QUAD   -  MARSING (1971)
 OH0734
 OH0734                         *CURRENT SURVEY CONTROL
 OH0734  ___________________________________________________________________
 OH0734* NAD 83(1986)-  43 32 44.     (N)    116 51 52.     (W)     SCALED    
 OH0734* NAVD 88     -       708.025  (meters)    2322.91   (feet)  ADJUSTED  
 OH0734  ___________________________________________________________________
 OH0734  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 OH0734  DYNAMIC HT  -         707.770 (meters)    2322.08  (feet)  COMP
 OH0734  MODELED GRAV-     980,235.8   (mgal)                       NAVD 88
 OH0734
 OH0734  VERT ORDER  -  SECOND    CLASS 0
 OH0734
 OH0734.The horizontal coordinates were scaled from a topographic map and have
 OH0734.an estimated accuracy of +/- 6 seconds.
 OH0734
 OH0734.The orthometric height was determined by differential leveling
 OH0734.and adjusted by the National Geodetic Survey in June 1991..
 OH0734
 OH0734.The geoid height was determined by GEOID03.
 OH0734
 OH0734.The dynamic height is computed by dividing the NAVD 88
 OH0734.geopotential number by the normal gravity value computed on the
 OH0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0734.degrees latitude (g = 980.6199 gals.).
 OH0734
 OH0734.The modeled gravity was interpolated from observed gravity values.
 OH0734
 OH0734;                    North         East    Units  Estimated Accuracy
 OH0734;SPC ID W     -   209,310.      709,940.      MT  (+/- 180 meters Scaled)
 OH0734
 OH0734                          SUPERSEDED SURVEY CONTROL
 OH0734
 OH0734  NGVD 29 (??/??/92)  707.079  (m)         2319.81   (f) ADJ UNCH    2 0
 OH0734
 OH0734.Superseded values are not recommended for survey control.
 OH0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0734.See file dsdata.txt to determine how the superseded data were derived.
 OH0734
 OH0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ109214(NAD 83)
 OH0734_MARKER: DD = SURVEY DISK
 OH0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0734_STAMPING: D 34116
 OH0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0734+STABILITY: SURFACE MOTION
 OH0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0734+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 OH0734
 OH0734  HISTORY     - Date     Condition        Report By
 OH0734  HISTORY     - UNK      MONUMENTED       IDGS
 OH0734  HISTORY     - 1951     GOOD             NGS
 OH0734  HISTORY     - 1978     GOOD             NGS
 OH0734  HISTORY     - 20051209 GOOD             YERION
 OH0734
 OH0734                          STATION DESCRIPTION
 OH0734
 OH0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0734'3.15 MI W FROM MARSING.
 OH0734'3.15 MILES WEST ALONG U. S. HIGHWAYS 20 AND 95 FROM THE U.P. AND
 OH0734'O.S.L.R.R. STATION, 0.35 MILE EAST OF THE ROAD INTERSECTION, 0.15 MILE
 OH0734'WEST OF THE INTERSECTION OF ROADS AT THE CANAL BRIDGE, AT THE
 OH0734'COMMUNITY HALL BUILDING, 49.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OH0734'OF THE COMMUNITY HALL BUILDING.  35 1/2 FEET NORTH OF THE CENTER LINE
 OH0734'OF THE HIGHWAY, 15.2 FEET NORTHWEST OF A POWER LINE POLE WITH GUY
 OH0734'WIRE, 15 FEET SOUTH EAST OF THE CORNER TREE OF RIGHT ANGLE IN LINE OF
 OH0734'COTTON WOOD TREES, 12.8 FEET EAST OF THE NORTHEAST CORNER OF THE NORTH
 OH0734'CONCRETE HEADWALL, 0.9 FOOT SOUTH OF THE WITNESS POST, AND ABOUT LEVEL
 OH0734'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 OH0734'FOOT ABOVE THE GROUND.
 OH0734
 OH0734                          STATION RECOVERY (1978)
 OH0734
 OH0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OH0734'REACHED FROM THE MARSING POST OFFICE GO WEST ON STATE HIGHWAY 55 FOR
 OH0734'2.3 MILES TO THE JUNCTION WITH U.S. HIGHWAY 95, CONTINUE WEST ON U.S.
 OH0734'HIGHWAY 95 FOR 0.7 MILES TO THE MARK ON THE RIGHT, 0.1 MILE EAST OF
 OH0734'MILEPOST NO 27, 53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD
 OH0734'FOUNDATION, 37 FEET EAST OF THE CENTER OF A ROAD APPROACH, 35 FEET
 OH0734'NORTH OF THE CENTER OF U.S. HIGHWAY 95, 15 FEET NORTHWEST OF A POWER
 OH0734'POLE, AND 15 FEET NORTHEAST OF THE CONCRETE HEADWALL OF A CULVERT,
 OH0734'SET IN A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 1-INCH.
 OH0734
 OH0734                          STATION RECOVERY (2005)
 OH0734
 OH0734'RECOVERY NOTE BY GEORGE YERION 2005 (GY)
 OH0734'SINGLE L1/L2 RTK TIE FROM OPUS-CORRECTED BASE STATION N 43 32
 OH0734'43.22694, W 116 51 51.92615, NAD 83 (CORS96)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0736 ***********************************************************************
 OH0736  DESIGNATION -  D 34117
 OH0736  PID         -  OH0736
 OH0736  STATE/COUNTY-  ID/OWYHEE
 OH0736  USGS QUAD   -  MARSING (1971)
 OH0736
 OH0736                         *CURRENT SURVEY CONTROL
 OH0736  ___________________________________________________________________
 OH0736* NAD 83(1986)-  43 32 45.     (N)    116 50 09.     (W)     SCALED    
 OH0736* NAVD 88     -       700.782  (meters)    2299.15   (feet)  ADJUSTED  
 OH0736  ___________________________________________________________________
 OH0736  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 OH0736  DYNAMIC HT  -         700.530 (meters)    2298.32  (feet)  COMP
 OH0736  MODELED GRAV-     980,237.6   (mgal)                       NAVD 88
 OH0736
 OH0736  VERT ORDER  -  SECOND    CLASS 0
 OH0736
 OH0736.The horizontal coordinates were scaled from a topographic map and have
 OH0736.an estimated accuracy of +/- 6 seconds.
 OH0736
 OH0736.The orthometric height was determined by differential leveling
 OH0736.and adjusted by the National Geodetic Survey in June 1991..
 OH0736
 OH0736.The geoid height was determined by GEOID03.
 OH0736
 OH0736.The dynamic height is computed by dividing the NAVD 88
 OH0736.geopotential number by the normal gravity value computed on the
 OH0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0736.degrees latitude (g = 980.6199 gals.).
 OH0736
 OH0736.The modeled gravity was interpolated from observed gravity values.
 OH0736
 OH0736;                    North         East    Units  Estimated Accuracy
 OH0736;SPC ID W     -   209,310.      712,250.      MT  (+/- 180 meters Scaled)
 OH0736
 OH0736                          SUPERSEDED SURVEY CONTROL
 OH0736
 OH0736  NGVD 29 (??/??/92)  699.838  (m)         2296.05   (f) ADJ UNCH    2 0
 OH0736
 OH0736.Superseded values are not recommended for survey control.
 OH0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0736.See file dsdata.txt to determine how the superseded data were derived.
 OH0736
 OH0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ132214(NAD 83)
 OH0736_MARKER: DD = SURVEY DISK
 OH0736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0736_SP_SET: BUILDING
 OH0736_STAMPING: D 34117
 OH0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0736
 OH0736  HISTORY     - Date     Condition        Report By
 OH0736  HISTORY     - UNK      MONUMENTED       IDGS
 OH0736  HISTORY     - 1951     GOOD             NGS
 OH0736
 OH0736                          STATION DESCRIPTION
 OH0736
 OH0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0736'1.5 MI W FROM MARSING.
 OH0736'1.5 MILES WEST ALONG HIGHWAY 20 FROM THE U.P. AND O.S.L.R.R. STATION
 OH0736'IN MARSING, AT THE EDISON SCHOOL BUILDING, AND SET VERTICALLY IN THE
 OH0736'WEST FACE OF THE CONCRETE FOUNDATION OF THE SCHOOL BUILDING, AT THE
 OH0736'SOUTHWEST CORNER, 208 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY 20,
 OH0736'0.9 FOOT NORTH OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, AND
 OH0736'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0032 ***********************************************************************
 OH0032  DESIGNATION -  D 3412
 OH0032  PID         -  OH0032
 OH0032  STATE/COUNTY-  ID/ADA
 OH0032  USGS QUAD   -  CLOVERDALE (1979)
 OH0032
 OH0032                         *CURRENT SURVEY CONTROL
 OH0032  ___________________________________________________________________
 OH0032* NAD 83(1986)-  43 36 30.     (N)    116 21 18.     (W)     SCALED    
 OH0032* NAVD 88     -       801.519  (meters)    2629.65   (feet)  ADJUSTED  
 OH0032  ___________________________________________________________________
 OH0032  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 OH0032  DYNAMIC HT  -         801.224 (meters)    2628.68  (feet)  COMP
 OH0032  MODELED GRAV-     980,225.2   (mgal)                       NAVD 88
 OH0032
 OH0032  VERT ORDER  -  SECOND    CLASS 0
 OH0032
 OH0032.The horizontal coordinates were scaled from a topographic map and have
 OH0032.an estimated accuracy of +/- 6 seconds.
 OH0032
 OH0032.The orthometric height was determined by differential leveling
 OH0032.and adjusted by the National Geodetic Survey in June 1991..
 OH0032
 OH0032.The geoid height was determined by GEOID03.
 OH0032
 OH0032.The dynamic height is computed by dividing the NAVD 88
 OH0032.geopotential number by the normal gravity value computed on the
 OH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0032.degrees latitude (g = 980.6199 gals.).
 OH0032
 OH0032.The modeled gravity was interpolated from observed gravity values.
 OH0032
 OH0032;                    North         East    Units  Estimated Accuracy
 OH0032;SPC ID W     -   215,860.      751,160.      MT  (+/- 180 meters Scaled)
 OH0032
 OH0032                          SUPERSEDED SURVEY CONTROL
 OH0032
 OH0032  NGVD 29 (??/??/92)  800.568  (m)         2626.53   (f) ADJ UNCH    2 0
 OH0032
 OH0032.Superseded values are not recommended for survey control.
 OH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0032.See file dsdata.txt to determine how the superseded data were derived.
 OH0032
 OH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ520285(NAD 83)
 OH0032_MARKER: DD = SURVEY DISK
 OH0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0032_STAMPING: D 3412
 OH0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0032+STABILITY: SURFACE MOTION
 OH0032
 OH0032  HISTORY     - Date     Condition        Report By
 OH0032  HISTORY     - UNK      MONUMENTED       IDGS
 OH0032  HISTORY     - 1956     GOOD             NGS
 OH0032  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0032
 OH0032                          STATION DESCRIPTION
 OH0032
 OH0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OH0032'1.8 MI E FROM MERIDIAN.
 OH0032'1.8 MILES EAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 OH0032'AT MERIDIAN, ADA COUNTY, 143.3 FEET SOUTH OF THE ELEVENTH POLE EAST OF
 OH0032'MILEPOST B 456, 95.7 FEET SOUTH OF THE SOUTH RAIL, AND 3.7 FEET EAST
 OH0032'OF THE EAST RIGHT-OF-WAY FENCE OF A COUNTY ROAD.  A STATE SURVEY
 OH0032'STANDARD DISK, STAMPED D 3412 AND SET IN THE TOP OF A CONCRETE POST.
 OH0032
 OH0032                          STATION RECOVERY (1979)
 OH0032
 OH0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0458 ***********************************************************************
 OH0458  DESIGNATION -  D 34120 RESET
 OH0458  PID         -  OH0458
 OH0458  STATE/COUNTY-  ID/CANYON
 OH0458  USGS QUAD   -  MARSING (1971)
 OH0458
 OH0458                         *CURRENT SURVEY CONTROL
 OH0458  ___________________________________________________________________
 OH0458* NAD 83(1986)-  43 32 54.     (N)    116 47 58.     (W)     SCALED    
 OH0458* NAVD 88     -       682.60   (meters)    2239.5    (feet)  RESET     
 OH0458  ___________________________________________________________________
 OH0458  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 OH0458
 OH0458  VERT ORDER  -  THIRD
 OH0458
 OH0458.The horizontal coordinates were scaled from a topographic map and have
 OH0458.an estimated accuracy of +/- 6 seconds.
 OH0458
 OH0458.The orthometric height was computed from unverified reset data.
 OH0458.No vertical observational check was made to the station.
 OH0458
 OH0458.The geoid height was determined by GEOID03.
 OH0458
 OH0458;                    North         East    Units  Estimated Accuracy
 OH0458;SPC ID W     -   209,550.      715,200.      MT  (+/- 180 meters Scaled)
 OH0458
 OH0458                          SUPERSEDED SURVEY CONTROL
 OH0458
 OH0458  NGVD 29 (??/??/??)  681.65   (m)         2236.4    (f) RESET       3  
 OH0458
 OH0458.Superseded values are not recommended for survey control.
 OH0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0458.See file dsdata.txt to determine how the superseded data were derived.
 OH0458
 OH0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ162217(NAD 83)
 OH0458_MARKER: DD = SURVEY DISK
 OH0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0458_SP_SET: BRIDGE ABUTMENT
 OH0458_STAMPING: D 34120 RESET 1955
 OH0458_MARK LOGO: CGS+SS
 OH0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0458
 OH0458  HISTORY     - Date     Condition        Report By
 OH0458  HISTORY     - 1955     MONUMENTED       IDDT
 OH0458  HISTORY     - 20000525 GOOD             IDTD
 OH0458
 OH0458                          STATION DESCRIPTION
 OH0458
 OH0458'DESCRIBED BY ID DEPT OF TRANSP 1955
 OH0458'0.3 MI NE FROM MARSING.
 OH0458'IN CANYON COUNTY, 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 72 FROM THE
 OH0458'UNION PACIFIC RAILROAD STATION AT MARSING, OWYHEE COUNTY, AT A STEEL
 OH0458'AND CONCRETE BRIDGE OVER SNAKE RIVER, 17-1/2 FEET SOUTHEAST OF THE
 OH0458'CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE SOUTHEAST SIDEWALK
 OH0458'PORTION OF THE NORTHEAST CONCRETE ABUTMENT BACKWALL ADJACENT TO THE
 OH0458'OUTER CURB WALL AND A CONCRETE END POST, AND AT THE SAME ELEVATION AS
 OH0458'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED D 34120 RESET
 OH0458'1955.
 OH0458
 OH0458                          STATION RECOVERY (2000)
 OH0458
 OH0458'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 OH0458'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0751 ***********************************************************************
 OH0751  DESIGNATION -  D 34122
 OH0751  PID         -  OH0751
 OH0751  STATE/COUNTY-  ID/CANYON
 OH0751  USGS QUAD   -  MARSING (1971)
 OH0751
 OH0751                         *CURRENT SURVEY CONTROL
 OH0751  ___________________________________________________________________
 OH0751* NAD 83(1986)-  43 34 40.     (N)    116 47 37.     (W)     SCALED    
 OH0751* NAVD 88     -       724.848  (meters)    2378.11   (feet)  ADJUSTED  
 OH0751  ___________________________________________________________________
 OH0751  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 OH0751  DYNAMIC HT  -         724.586 (meters)    2377.25  (feet)  COMP
 OH0751  MODELED GRAV-     980,233.6   (mgal)                       NAVD 88
 OH0751
 OH0751  VERT ORDER  -  SECOND    CLASS 0
 OH0751
 OH0751.The horizontal coordinates were scaled from a topographic map and have
 OH0751.an estimated accuracy of +/- 6 seconds.
 OH0751
 OH0751.The orthometric height was determined by differential leveling
 OH0751.and adjusted by the National Geodetic Survey in June 1991..
 OH0751
 OH0751.The geoid height was determined by GEOID03.
 OH0751
 OH0751.The dynamic height is computed by dividing the NAVD 88
 OH0751.geopotential number by the normal gravity value computed on the
 OH0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0751.degrees latitude (g = 980.6199 gals.).
 OH0751
 OH0751.The modeled gravity was interpolated from observed gravity values.
 OH0751
 OH0751;                    North         East    Units  Estimated Accuracy
 OH0751;SPC ID W     -   212,810.      715,710.      MT  (+/- 180 meters Scaled)
 OH0751
 OH0751                          SUPERSEDED SURVEY CONTROL
 OH0751
 OH0751  NGVD 29 (??/??/92)  723.901  (m)         2375.00   (f) ADJ UNCH    2 0
 OH0751
 OH0751.Superseded values are not recommended for survey control.
 OH0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0751.See file dsdata.txt to determine how the superseded data were derived.
 OH0751
 OH0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ166250(NAD 83)
 OH0751_MARKER: DD = SURVEY DISK
 OH0751_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OH0751_SP_SET: GATE POST
 OH0751_STAMPING: D 34122
 OH0751_MARK LOGO: CGS+SS
 OH0751_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0751
 OH0751  HISTORY     - Date     Condition        Report By
 OH0751  HISTORY     - UNK      MONUMENTED       IDGS
 OH0751  HISTORY     - 1951     GOOD             NGS
 OH0751  HISTORY     - 20000525 GOOD             IDTD
 OH0751
 OH0751                          STATION DESCRIPTION
 OH0751
 OH0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0751'2.75 MI N FROM MARSING.
 OH0751'FROM THE U.P. AND O.S.L.R.R. STATION IN MARSING, 2.75 MILES NORTHEAST
 OH0751'AND NORTH ALONG U. S. HIGHWAY 20, 0.35 MILE NORTH OF THE INTERSECTION
 OH0751'AND (USC AND GS B MB 347 1951), AT IRRIGATION CANAL CROSSING ROAD, AND
 OH0751'SET VERTICALLY IN THE EAST FACE OF THE SOUTH ONE OF TWO CONCRETE 6
 OH0751'FEET HIGH GATE POST, 35 FEET NORTH OF THE NORTHWEST CORNER OF BRIDGE
 OH0751'OVER IRRIGATION CANAL, 26 FEET WEST OF THE CENTER LINE OF HIGHWAY 20,
 OH0751'13.4 FEET NORTHEAST OF A STEEL HEADGATE VALVE, AND ABOUT LEVEL WITH
 OH0751'THE HIGHWAY, 0.4 FOOT ABOVE THE GROUND.
 OH0751
 OH0751                          STATION RECOVERY (2000)
 OH0751
 OH0751'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 OH0751'RECOVERED IN GOOD CONDITION AND WILL BE DESTROYED DUE TO NEW ROAD
 OH0751'CONSTRUCTION IN THE NEAR FUTURE.  SEE D 34122 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ8712 ***********************************************************************
 AJ8712  DESIGNATION -  D 34122 RESET
 AJ8712  PID         -  AJ8712
 AJ8712  STATE/COUNTY-  ID/CANYON
 AJ8712  USGS QUAD   -  MARSING (1971)
 AJ8712
 AJ8712                         *CURRENT SURVEY CONTROL
 AJ8712  ___________________________________________________________________
 AJ8712* NAD 83(1986)-  43 34 40.     (N)    116 47 31.     (W)     SCALED    
 AJ8712* NAVD 88     -       726.86   (meters)    2384.7    (feet)  RESET     
 AJ8712  ___________________________________________________________________
 AJ8712  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 AJ8712
 AJ8712  VERT ORDER  -  THIRD
 AJ8712
 AJ8712.The horizontal coordinates were scaled from a topographic map and have
 AJ8712.an estimated accuracy of +/- 6 seconds.
 AJ8712
 AJ8712.The orthometric height was computed from unverified reset data.
 AJ8712.No vertical observational check was made to the station.
 AJ8712
 AJ8712.The geoid height was determined by GEOID03.
 AJ8712
 AJ8712;                    North         East    Units  Estimated Accuracy
 AJ8712;SPC ID W     -   212,810.      715,850.      MT  (+/- 180 meters Scaled)
 AJ8712
 AJ8712                          SUPERSEDED SURVEY CONTROL
 AJ8712
 AJ8712.No superseded survey control is available for this station.
 AJ8712
 AJ8712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ167250(NAD 83)
 AJ8712_MARKER: DV = VERTICAL CONTROL DISK
 AJ8712_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ8712_SP_SET: IRRIGATION SYPHON
 AJ8712_STAMPING: D 34122 RESET 2000
 AJ8712_MARK LOGO: NGS   
 AJ8712_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8712+STABILITY: SURFACE MOTION
 AJ8712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8712+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ8712
 AJ8712  HISTORY     - Date     Condition        Report By
 AJ8712  HISTORY     - 2000     MONUMENTED       IDTD
 AJ8712
 AJ8712                          STATION DESCRIPTION
 AJ8712
 AJ8712'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 AJ8712'MARK IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTHEAST OF MARSING ALONG THE
 AJ8712'NORTH SIDE OF AN IRRIGATION CANAL.  OWNERSHIP--BUREAU OF RECLAMATION.
 AJ8712'REACHED FROM THE NORTHEAST END OF THE STEEL AND CONCRETE BRIDGE OVER
 AJ8712'THE SNAKE RIVER IN MARSING.  GO NORTHEAST AND NORTH ON STATE HIGHWAY
 AJ8712'55 FOR 1.45 KM (0.90 MI) TO A SIDE ROAD RIGHT (SYMMS RD) , CONTINUE
 AJ8712'AHEAD NORTH ON STATE HIGHWAY 55 FOR 2.2 KM (1.35 MI) TO A GRAVEL AND
 AJ8712'DIRT SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVEL AND DIRT
 AJ8712'ROAD FOR ABOUT 50 M (164.0 FT) AND THE MARK ON THE RIGHT CEMENTED INTO
 AJ8712'A DRILL IN THE NORTHWEST CORNER OF A 8 FT (2.4 M) BY 8 FT (2.4 M)
 AJ8712'CONCRETE IRRIGATION SYPHON.  IT IS 4.4 M (14.4 FT) SOUTH OF THE
 AJ8712'APPROXIMATE CENTER OF THE GRAVEL AND DIRT ROAD, 53.0 M (173.9 FT) EAST
 AJ8712'OF THE HIGHWAY CENTERLINE AND 0.45 M (1.48 FT) NORTH-NORTHEAST OF A
 AJ8712'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0755 ***********************************************************************
 OH0755  DESIGNATION -  D 34124
 OH0755  PID         -  OH0755
 OH0755  STATE/COUNTY-  ID/CANYON
 OH0755  USGS QUAD   -  MARSING (1971)
 OH0755
 OH0755                         *CURRENT SURVEY CONTROL
 OH0755  ___________________________________________________________________
 OH0755* NAD 83(1986)-  43 36 11.     (N)    116 45 46.     (W)     SCALED    
 OH0755* NAVD 88     -       762.629  (meters)    2502.06   (feet)  ADJUSTED  
 OH0755  ___________________________________________________________________
 OH0755  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 OH0755  DYNAMIC HT  -         762.351 (meters)    2501.15  (feet)  COMP
 OH0755  MODELED GRAV-     980,230.6   (mgal)                       NAVD 88
 OH0755
 OH0755  VERT ORDER  -  SECOND    CLASS 0
 OH0755
 OH0755.The horizontal coordinates were scaled from a topographic map and have
 OH0755.an estimated accuracy of +/- 6 seconds.
 OH0755
 OH0755.The orthometric height was determined by differential leveling
 OH0755.and adjusted by the National Geodetic Survey in June 1991..
 OH0755
 OH0755.The geoid height was determined by GEOID03.
 OH0755
 OH0755.The dynamic height is computed by dividing the NAVD 88
 OH0755.geopotential number by the normal gravity value computed on the
 OH0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0755.degrees latitude (g = 980.6199 gals.).
 OH0755
 OH0755.The modeled gravity was interpolated from observed gravity values.
 OH0755
 OH0755;                    North         East    Units  Estimated Accuracy
 OH0755;SPC ID W     -   215,590.      718,240.      MT  (+/- 180 meters Scaled)
 OH0755
 OH0755                          SUPERSEDED SURVEY CONTROL
 OH0755
 OH0755  NGVD 29 (??/??/92)  761.678  (m)         2498.94   (f) ADJ UNCH    2 0
 OH0755
 OH0755.Superseded values are not recommended for survey control.
 OH0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0755.See file dsdata.txt to determine how the superseded data were derived.
 OH0755
 OH0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ191278(NAD 83)
 OH0755_MARKER: DD = SURVEY DISK
 OH0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0755_STAMPING: D 34124
 OH0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0755+STABILITY: SURFACE MOTION
 OH0755
 OH0755  HISTORY     - Date     Condition        Report By
 OH0755  HISTORY     - UNK      MONUMENTED       IDGS
 OH0755  HISTORY     - 1951     GOOD             NGS
 OH0755  HISTORY     - 20000823 MARK NOT FOUND   IDTD
 OH0755
 OH0755                          STATION DESCRIPTION
 OH0755
 OH0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0755'6.2 MI NE FROM MARSING.
 OH0755'FROM THE U.P. AND O.S.L.R.R. STATION IN MARSING, 4.7 MILES NORTHEAST
 OH0755'AND NORTH ALONG U. S. HIGHWAY 20 TO A TURN IN HIGHWAY 20 TO THE EAST
 OH0755'AND SOUTH, THENCE 1.5 MILES EAST OF THE BRIDGE OVER AN IRRIGATION
 OH0755'CANAL AT A TELEPHONE POLE, 247 FEET EAST OF THE NORTHEAST CORNER OF
 OH0755'BRIDGE OVER CANAL, 27 1/2 FEET NORTH OF THE CENTER LINE OF THE
 OH0755'HIGHWAY, 8.5 FEET EAST OF A TELEPHONE POLE, 1.6 FEET SOUTH OF THE
 OH0755'EASTWEST FENCE LINE, 1 FOOT WEST OF THE WITNESS POST, AND ABOUT 2 1/2
 OH0755'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OH0755'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OH0755
 OH0755                          STATION RECOVERY (2000)
 OH0755
 OH0755'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 OH0755'AFTER A PROLONGED SEARCH THIS MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0759 ***********************************************************************
 OH0759  DESIGNATION -  D 34125
 OH0759  PID         -  OH0759
 OH0759  STATE/COUNTY-  ID/CANYON
 OH0759  USGS QUAD   -  LAKE LOWELL (1971)
 OH0759
 OH0759                         *CURRENT SURVEY CONTROL
 OH0759  ___________________________________________________________________
 OH0759* NAD 83(1986)-  43 36 13.     (N)    116 43 29.     (W)     SCALED    
 OH0759* NAVD 88     -       779.524  (meters)    2557.49   (feet)  ADJUSTED  
 OH0759  ___________________________________________________________________
 OH0759  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 OH0759  DYNAMIC HT  -         779.243 (meters)    2556.57  (feet)  COMP
 OH0759  MODELED GRAV-     980,233.8   (mgal)                       NAVD 88
 OH0759
 OH0759  VERT ORDER  -  SECOND    CLASS 0
 OH0759
 OH0759.The horizontal coordinates were scaled from a topographic map and have
 OH0759.an estimated accuracy of +/- 6 seconds.
 OH0759
 OH0759.The orthometric height was determined by differential leveling
 OH0759.and adjusted by the National Geodetic Survey in June 1991..
 OH0759
 OH0759.The geoid height was determined by GEOID03.
 OH0759
 OH0759.The dynamic height is computed by dividing the NAVD 88
 OH0759.geopotential number by the normal gravity value computed on the
 OH0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0759.degrees latitude (g = 980.6199 gals.).
 OH0759
 OH0759.The modeled gravity was interpolated from observed gravity values.
 OH0759
 OH0759;                    North         East    Units  Estimated Accuracy
 OH0759;SPC ID W     -   215,610.      721,310.      MT  (+/- 180 meters Scaled)
 OH0759
 OH0759                          SUPERSEDED SURVEY CONTROL
 OH0759
 OH0759  NGVD 29 (??/??/92)  778.575  (m)         2554.37   (f) ADJ UNCH    2 0
 OH0759
 OH0759.Superseded values are not recommended for survey control.
 OH0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0759.See file dsdata.txt to determine how the superseded data were derived.
 OH0759
 OH0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ222278(NAD 83)
 OH0759_MARKER: DD = SURVEY DISK
 OH0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0759_STAMPING: D 34125
 OH0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0759+STABILITY: SURFACE MOTION
 OH0759
 OH0759  HISTORY     - Date     Condition        Report By
 OH0759  HISTORY     - UNK      MONUMENTED       IDGS
 OH0759  HISTORY     - 1951     GOOD             NGS
 OH0759
 OH0759                          STATION DESCRIPTION
 OH0759
 OH0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0759'6.05 MI SW FROM CALDWELL.
 OH0759'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, 0.05 MILE SOUTH
 OH0759'EAST TO KIMBALL AVE., THENCE 6 MILES SOUTHWEST ALONG KIMBALL AVE.
 OH0759'LEADING TO MARSING, 0.1 MILE WEST OF TEXACO GAS STATION, AT THE TOP OF
 OH0759'THE GRADE, 108.9 FEET WEST OF THE MARK (IDPW 391+86), 33 FEET SOUTH OF
 OH0759'THE CENTER LINE OF HIGHWAY 20, 3.3 FEET NORTH OF A EAST WEST FENCE
 OH0759'LINE, 1.3 FEET EAST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 OH0759'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OH0759'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0767 ***********************************************************************
 OH0767  DESIGNATION -  D 34127
 OH0767  PID         -  OH0767
 OH0767  STATE/COUNTY-  ID/CANYON
 OH0767  USGS QUAD   -  CALDWELL (1971)
 OH0767
 OH0767                         *CURRENT SURVEY CONTROL
 OH0767  ___________________________________________________________________
 OH0767* NAD 83(1986)-  43 37 45.     (N)    116 42 47.     (W)     SCALED    
 OH0767* NAVD 88     -       752.696  (meters)    2469.47   (feet)  ADJUSTED  
 OH0767  ___________________________________________________________________
 OH0767  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 OH0767  DYNAMIC HT  -         752.431 (meters)    2468.60  (feet)  COMP
 OH0767  MODELED GRAV-     980,243.1   (mgal)                       NAVD 88
 OH0767
 OH0767  VERT ORDER  -  SECOND    CLASS 0
 OH0767
 OH0767.The horizontal coordinates were scaled from a topographic map and have
 OH0767.an estimated accuracy of +/- 6 seconds.
 OH0767
 OH0767.The orthometric height was determined by differential leveling
 OH0767.and adjusted by the National Geodetic Survey in June 1991..
 OH0767
 OH0767.The geoid height was determined by GEOID03.
 OH0767
 OH0767.The dynamic height is computed by dividing the NAVD 88
 OH0767.geopotential number by the normal gravity value computed on the
 OH0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0767.degrees latitude (g = 980.6199 gals.).
 OH0767
 OH0767.The modeled gravity was interpolated from observed gravity values.
 OH0767
 OH0767;                    North         East    Units  Estimated Accuracy
 OH0767;SPC ID W     -   218,440.      722,280.      MT  (+/- 180 meters Scaled)
 OH0767
 OH0767                          SUPERSEDED SURVEY CONTROL
 OH0767
 OH0767  NGVD 29 (??/??/92)  751.752  (m)         2466.37   (f) ADJ UNCH    2 0
 OH0767
 OH0767.Superseded values are not recommended for survey control.
 OH0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0767.See file dsdata.txt to determine how the superseded data were derived.
 OH0767
 OH0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ231307(NAD 83)
 OH0767_MARKER: DD = SURVEY DISK
 OH0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0767_STAMPING: D 34127
 OH0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0767+STABILITY: SURFACE MOTION
 OH0767
 OH0767  HISTORY     - Date     Condition        Report By
 OH0767  HISTORY     - UNK      MONUMENTED       IDGS
 OH0767  HISTORY     - 1951     GOOD             NGS
 OH0767
 OH0767                          STATION DESCRIPTION
 OH0767
 OH0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0767'3.7 MI S FROM CALDWELL.
 OH0767'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, .05 MILE
 OH0767'SOUTHEAST TO KIMBALL AVE., THENCE 3.65 MILES SOUTHWEST ALONG KIMBALL
 OH0767'AVE. LEADING TO MARSING, 0.2 SOUTH OF TURN IN HIGHWAY SOUTH AND EAST,
 OH0767'AT FARM BUILDING ON THE WEST SIDE OF THE HIGHWAY, 65.2 FEET SOUTHEAST
 OH0767'OF THE SOUTHEAST CORNER OF A WHITE FARM HOUSE, 3. FEET WEST OF THE
 OH0767'CENTER LINE OF THE HIGHWAY, 16 1/2 FEET NORTH OF THE CENTER LINE OF
 OH0767'THE DRIVE WAY TO THE YARD, 8.5 FEET NORTH OF THE SOUTHEAST CORNER POST
 OH0767'OF YARD, 1.8 FEET EAST OF THE YARD FENCE AND CONCRETE CURBING ALONG
 OH0767'THE FENCE, 2.4 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH
 OH0767'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 OH0767'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0770 ***********************************************************************
 OH0770  DESIGNATION -  D 34128
 OH0770  PID         -  OH0770
 OH0770  STATE/COUNTY-  ID/CANYON
 OH0770  USGS QUAD   -  CALDWELL (1971)
 OH0770
 OH0770                         *CURRENT SURVEY CONTROL
 OH0770  ___________________________________________________________________
 OH0770* NAD 83(1986)-  43 38 13.     (N)    116 41 53.     (W)     SCALED    
 OH0770* NAVD 88     -       744.342  (meters)    2442.06   (feet)  ADJUSTED  
 OH0770  ___________________________________________________________________
 OH0770  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 OH0770  DYNAMIC HT  -         744.083 (meters)    2441.21  (feet)  COMP
 OH0770  MODELED GRAV-     980,247.3   (mgal)                       NAVD 88
 OH0770
 OH0770  VERT ORDER  -  SECOND    CLASS 0
 OH0770
 OH0770.The horizontal coordinates were scaled from a topographic map and have
 OH0770.an estimated accuracy of +/- 6 seconds.
 OH0770
 OH0770.The orthometric height was determined by differential leveling
 OH0770.and adjusted by the National Geodetic Survey in June 1991..
 OH0770
 OH0770.The geoid height was determined by GEOID03.
 OH0770
 OH0770.The dynamic height is computed by dividing the NAVD 88
 OH0770.geopotential number by the normal gravity value computed on the
 OH0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0770.degrees latitude (g = 980.6199 gals.).
 OH0770
 OH0770.The modeled gravity was interpolated from observed gravity values.
 OH0770
 OH0770;                    North         East    Units  Estimated Accuracy
 OH0770;SPC ID W     -   219,290.      723,500.      MT  (+/- 180 meters Scaled)
 OH0770
 OH0770                          SUPERSEDED SURVEY CONTROL
 OH0770
 OH0770  NGVD 29 (??/??/92)  743.40   (m)         2439.0    (f) COMPUTED    2 0
 OH0770
 OH0770.Superseded values are not recommended for survey control.
 OH0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0770.See file dsdata.txt to determine how the superseded data were derived.
 OH0770
 OH0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ243315(NAD 83)
 OH0770_MARKER: DD = SURVEY DISK
 OH0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0770+STABILITY: SURFACE MOTION
 OH0770
 OH0770  HISTORY     - Date     Condition        Report By
 OH0770  HISTORY     - UNK      MONUMENTED       IDGS
 OH0770  HISTORY     - 1951     GOOD             NGS
 OH0770
 OH0770                          STATION DESCRIPTION
 OH0770
 OH0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0770'2.4 MI S FROM CALDWELL.
 OH0770'2.4 MILES SOUTH ALONG KIMBALL AVE AND AN ASPHALT ROAD FROM THE UNION
 OH0770'PACIFIC RAILROAD STATION AT CALDWELL, 0.2 MILES NORTH OF A SHARP
 OH0770'CURVE, NEAR THE NORTHEAST CORNER OF A PASTURE, 21 1/2 FEET WEST OF THE
 OH0770'CENTER LINE OF THE HIGHWAY, 19.3 FEET SOUTHWEST OF THE SOUTH END OF
 OH0770'THE WEST CONCRETE HEADWALL OF A 12 INCH CONCRETE PIPE CULVERT, 9 FEET
 OH0770'SOUTH OF A T IN A FENCE LINE, AND ABOUT 1/2 FOOT LOWER THAN THE
 OH0770'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OH0770'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0157 ***********************************************************************
 OH0157  DESIGNATION -  D 3413
 OH0157  PID         -  OH0157
 OH0157  STATE/COUNTY-  ID/ADA
 OH0157  USGS QUAD   -  EAGLE (1979)
 OH0157
 OH0157                         *CURRENT SURVEY CONTROL
 OH0157  ___________________________________________________________________
 OH0157* NAD 83(1986)-  43 40 53.     (N)    116 18 29.     (W)     SCALED    
 OH0157* NAVD 88     -       788.923  (meters)    2588.32   (feet)  ADJUSTED  
 OH0157  ___________________________________________________________________
 OH0157  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 OH0157  DYNAMIC HT  -         788.626 (meters)    2587.35  (feet)  COMP
 OH0157  MODELED GRAV-     980,217.0   (mgal)                       NAVD 88
 OH0157
 OH0157  VERT ORDER  -  SECOND    CLASS 0
 OH0157
 OH0157.The horizontal coordinates were scaled from a topographic map and have
 OH0157.an estimated accuracy of +/- 6 seconds.
 OH0157
 OH0157.The orthometric height was determined by differential leveling
 OH0157.and adjusted by the National Geodetic Survey in June 1991..
 OH0157
 OH0157.The geoid height was determined by GEOID03.
 OH0157
 OH0157.The dynamic height is computed by dividing the NAVD 88
 OH0157.geopotential number by the normal gravity value computed on the
 OH0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0157.degrees latitude (g = 980.6199 gals.).
 OH0157
 OH0157.The modeled gravity was interpolated from observed gravity values.
 OH0157
 OH0157;                    North         East    Units  Estimated Accuracy
 OH0157;SPC ID W     -   223,950.      755,010.      MT  (+/- 180 meters Scaled)
 OH0157
 OH0157                          SUPERSEDED SURVEY CONTROL
 OH0157
 OH0157  NGVD 29 (??/??/92)  787.986  (m)         2585.25   (f) ADJ UNCH    2 0
 OH0157
 OH0157.Superseded values are not recommended for survey control.
 OH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0157.See file dsdata.txt to determine how the superseded data were derived.
 OH0157
 OH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ557367(NAD 83)
 OH0157_MARKER: DD = SURVEY DISK
 OH0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0157_STAMPING: D 3413
 OH0157_MARK LOGO: CGS+SS
 OH0157_PROJECTION: FLUSH
 OH0157_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OH0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0157+STABILITY: SURFACE MOTION
 OH0157
 OH0157  HISTORY     - Date     Condition        Report By
 OH0157  HISTORY     - UNK      MONUMENTED       IDGS
 OH0157  HISTORY     - 1937     GOOD             NGS
 OH0157  HISTORY     - 1962     GOOD             NGS
 OH0157  HISTORY     - 19970605 GOOD             IDTD
 OH0157  HISTORY     - 19981006 GOOD             EQUINO
 OH0157
 OH0157                          STATION DESCRIPTION
 OH0157
 OH0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OH0157'7.2 MI NW FROM BOISE.
 OH0157'7.2 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AT
 OH0157'BOISE, 2.6 MILES EAST OF EAGLE, AT THE GREEN MEADOW SCHOOL, 125 FEET
 OH0157'NORTH OF THE CENTERLINE OF THE HIGHWAY, 75 FEET NORTH OF THE SOUTHEAST
 OH0157'CORNER OF THE SCHOOL GROUNDS, 60 FEET SOUTHEAST OF THE SOUTHEAST
 OH0157'CORNER OF THE BUILDING, 10 FEET WEST OF THE CENTERLINE OF A PRIVATE
 OH0157'ROAD, AND 1 FOOT WEST OF THE SCHOOL FENCE.  A STATE SURVEY STANDARD
 OH0157'DISK, STAMPED D 3413 AND SET IN THE TOP OF A CONCRETE POST.
 OH0157
 OH0157                          STATION RECOVERY (1962)
 OH0157
 OH0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 OH0157'RECOVERED IN GOOD CONDITION.
 OH0157
 OH0157                          STATION RECOVERY (1997)
 OH0157
 OH0157'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (DSS)
 OH0157'REACHED FROM THE COURTHOUSE IN BOISE, GO NORTHWEST ON STATE STREET AND
 OH0157'STATE HIGHWAY 44 FOR 11.4 KM (7.10 MI) TO MARK ON THE RIGHT 0.4 KM
 OH0157'(0.25 MI) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 44 AND STATE
 OH0157'HIGHWAY 55.  LOCATED 38.0 M (124.7 FT) NORTHEAST OF THE PAINTED
 OH0157'HIGHWAY CENTERLINE, 3.0 M (9.8 FT) WEST OF THE APPROXIMATE CENTER OF A
 OH0157'PRIVATE DRIVE AND 0.4 M (1.3 FT) EAST OF A FENCE AND A FIBERGLASS
 OH0157'WITNESS POST.  NOTE--THE OLD GREEN MEADOW SCHOOL HAS BEEN ABANDONED.
 OH0157
 OH0157                          STATION RECOVERY (1998)
 OH0157
 OH0157'RECOVERY NOTE BY EQUINOX INC 1998 (RLB)
 OH0157'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0037 ***********************************************************************
 OH0037  DESIGNATION -  D 3416
 OH0037  PID         -  OH0037
 OH0037  STATE/COUNTY-  ID/ADA
 OH0037  USGS QUAD   -  CLOVERDALE (1979)
 OH0037
 OH0037                         *CURRENT SURVEY CONTROL
 OH0037  ___________________________________________________________________
 OH0037* NAD 83(1986)-  43 36 18.     (N)    116 16 27.     (W)     SCALED    
 OH0037* NAVD 88     -       824.345  (meters)    2704.54   (feet)  ADJUSTED  
 OH0037  ___________________________________________________________________
 OH0037  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 OH0037  DYNAMIC HT  -         824.032 (meters)    2703.51  (feet)  COMP
 OH0037  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 OH0037
 OH0037  VERT ORDER  -  SECOND    CLASS 0
 OH0037
 OH0037.The horizontal coordinates were scaled from a topographic map and have
 OH0037.an estimated accuracy of +/- 6 seconds.
 OH0037
 OH0037.The orthometric height was determined by differential leveling
 OH0037.and adjusted by the National Geodetic Survey in June 1991..
 OH0037
 OH0037.The geoid height was determined by GEOID03.
 OH0037
 OH0037.The dynamic height is computed by dividing the NAVD 88
 OH0037.geopotential number by the normal gravity value computed on the
 OH0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0037.degrees latitude (g = 980.6199 gals.).
 OH0037
 OH0037.The modeled gravity was interpolated from observed gravity values.
 OH0037
 OH0037;                    North         East    Units  Estimated Accuracy
 OH0037;SPC ID W     -   215,440.      757,680.      MT  (+/- 180 meters Scaled)
 OH0037
 OH0037                          SUPERSEDED SURVEY CONTROL
 OH0037
 OH0037  NGVD 29 (??/??/92)  823.388  (m)         2701.40   (f) ADJ UNCH    2 0
 OH0037
 OH0037.Superseded values are not recommended for survey control.
 OH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0037.See file dsdata.txt to determine how the superseded data were derived.
 OH0037
 OH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ585282(NAD 83)
 OH0037_MARKER: DD = SURVEY DISK
 OH0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0037_STAMPING: D 3416
 OH0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0037+STABILITY: SURFACE MOTION
 OH0037
 OH0037  HISTORY     - Date     Condition        Report By
 OH0037  HISTORY     - UNK      MONUMENTED       IDGS
 OH0037  HISTORY     - 1952     MARK NOT FOUND   USGS
 OH0037  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0037
 OH0037                          STATION DESCRIPTION
 OH0037
 OH0037'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OH0037'3.1 MI W FROM BOISE.
 OH0037'3.1 MILES WEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 OH0037'AT BOISE, ADA COUNTY, 375.6 FEET WEST OF THE STATION AT PERKINS, 13
 OH0037'POLES EAST OF MILEPOST B 452, 85.5 FEET WEST OF SEMAPHORE B 451+6, AND
 OH0037'85.4 FEET SOUTH OF THE SOUTH RAIL.  A STATE SURVEY STANDARD DISK,
 OH0037'STAMPED D 3416 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY
 OH0037'BURIED UNDER ROAD FILL.
 OH0037
 OH0037                          STATION RECOVERY (1979)
 OH0037
 OH0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0039 ***********************************************************************
 OH0039  DESIGNATION -  D 3418
 OH0039  PID         -  OH0039
 OH0039  STATE/COUNTY-  ID/ADA
 OH0039  USGS QUAD   -  CLOVERDALE (1979)
 OH0039
 OH0039                         *CURRENT SURVEY CONTROL
 OH0039  ___________________________________________________________________
 OH0039* NAD 83(1986)-  43 36 13.     (N)    116 15 30.     (W)     SCALED    
 OH0039* NAVD 88     -       827.743  (meters)    2715.69   (feet)  ADJUSTED  
 OH0039  ___________________________________________________________________
 OH0039  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 OH0039  DYNAMIC HT  -         827.427 (meters)    2714.65  (feet)  COMP
 OH0039  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 OH0039
 OH0039  VERT ORDER  -  FIRST     CLASS II
 OH0039
 OH0039.The horizontal coordinates were scaled from a topographic map and have
 OH0039.an estimated accuracy of +/- 6 seconds.
 OH0039
 OH0039.The orthometric height was determined by differential leveling
 OH0039.and adjusted by the National Geodetic Survey in June 1991..
 OH0039.WARNING-Repeat measurements at this control monument indicate possible
 OH0039.vertical movement.
 OH0039
 OH0039.The geoid height was determined by GEOID03.
 OH0039
 OH0039.The dynamic height is computed by dividing the NAVD 88
 OH0039.geopotential number by the normal gravity value computed on the
 OH0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0039.degrees latitude (g = 980.6199 gals.).
 OH0039
 OH0039.The modeled gravity was interpolated from observed gravity values.
 OH0039
 OH0039;                    North         East    Units  Estimated Accuracy
 OH0039;SPC ID W     -   215,280.      758,960.      MT  (+/- 180 meters Scaled)
 OH0039
 OH0039                          SUPERSEDED SURVEY CONTROL
 OH0039
 OH0039  NGVD 29 (??/??/92)  826.821  (m)         2712.66   (f) ADJ UNCH    1 2
 OH0039
 OH0039.Superseded values are not recommended for survey control.
 OH0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0039.See file dsdata.txt to determine how the superseded data were derived.
 OH0039
 OH0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ598281(NAD 83)
 OH0039_MARKER: DD = SURVEY DISK
 OH0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0039_STAMPING: D 3418
 OH0039_MARK LOGO: CGS+SS
 OH0039_PROJECTION: FLUSH
 OH0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0039+STABILITY: SURFACE MOTION
 OH0039
 OH0039  HISTORY     - Date     Condition        Report By
 OH0039  HISTORY     - UNK      MONUMENTED       IDGS
 OH0039  HISTORY     - 1936     GOOD             NGS
 OH0039  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0039  HISTORY     - 1983     GOOD             NGS
 OH0039  HISTORY     - 19990715 MARK NOT FOUND   IDTD
 OH0039
 OH0039                          STATION DESCRIPTION
 OH0039
 OH0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OH0039'2.2 MI W FROM BOISE.
 OH0039'2.2 MILES WEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 OH0039'AT BOISE, ADA COUNTY, 6 POLES EAST OF MILEPOST B 451, 115.5 FEET EAST
 OH0039'OF SEMAPHORE B 450+9, 108.2 FEET SOUTH OF THE SOUTH RAIL, AND 6.6 FEET
 OH0039'NORTH OF A COUNTY-ROAD FENCE.  A STATE SURVEY STANDARD DISK, STAMPED D
 OH0039'3418 AND SET IN THE TOP OF A CONCRETE POST.
 OH0039
 OH0039                          STATION RECOVERY (1979)
 OH0039
 OH0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0039'MARK NOT FOUND.
 OH0039
 OH0039                          STATION RECOVERY (1983)
 OH0039
 OH0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0039'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.5 KM
 OH0039'(2.2 MI) WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OH0039'BOISE, IN THE SOUTHEAST CORNER OF THE CROSSING OF HARTMAN STREET AND
 OH0039'BETWEEN THE RAILROAD TRACKS AND FRANKLIN ROAD, 35.0 METERS (115 FT)
 OH0039'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 10.0 METERS (33 FT) NORTH
 OH0039'OF THE CENTER OF FRANKLIN ROAD, 7.0 METERS (23 FT) WEST OF THE
 OH0039'SOUTHWEST CORNER OF A SMALL WOOD BUILDING, 5.0 METERS (16 FT) EAST OF
 OH0039'THE CENTER OF A GRAVEL ROAD.
 OH0039'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 OH0039
 OH0039                          STATION RECOVERY (1999)
 OH0039
 OH0039'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 OH0039'AFTER A PROLONGED SEARCH AND WITH NEW BUILDINGS AT THE MARKS LOCATION
 OH0039'THIS MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0331 ***********************************************************************
 NT0331  DESIGNATION -  D 342
 NT0331  PID         -  NT0331
 NT0331  STATE/COUNTY-  ID/BEAR LAKE
 NT0331  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0331
 NT0331                         *CURRENT SURVEY CONTROL
 NT0331  ___________________________________________________________________
 NT0331* NAD 83(1986)-  42 22 18.     (N)    111 33 28.     (W)     SCALED    
 NT0331* NAVD 88     -      2221.905  (meters)    7289.70   (feet)  ADJUSTED  
 NT0331  ___________________________________________________________________
 NT0331  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NT0331  DYNAMIC HT  -        2220.154 (meters)    7283.96  (feet)  COMP
 NT0331  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 NT0331
 NT0331  VERT ORDER  -  SECOND    CLASS 0
 NT0331
 NT0331.The horizontal coordinates were scaled from a topographic map and have
 NT0331.an estimated accuracy of +/- 6 seconds.
 NT0331
 NT0331.The orthometric height was determined by differential leveling
 NT0331.and adjusted by the National Geodetic Survey in June 1991..
 NT0331
 NT0331.The geoid height was determined by GEOID03.
 NT0331
 NT0331.The dynamic height is computed by dividing the NAVD 88
 NT0331.geopotential number by the normal gravity value computed on the
 NT0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0331.degrees latitude (g = 980.6199 gals.).
 NT0331
 NT0331.The modeled gravity was interpolated from observed gravity values.
 NT0331
 NT0331;                    North         East    Units  Estimated Accuracy
 NT0331;SPC ID E     -    78,480.      250,150.      MT  (+/- 180 meters Scaled)
 NT0331
 NT0331                          SUPERSEDED SURVEY CONTROL
 NT0331
 NT0331  NGVD 29 (??/??/92) 2220.649  (m)         7285.58   (f) ADJ UNCH    2 0
 NT0331
 NT0331.Superseded values are not recommended for survey control.
 NT0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0331.See file dsdata.txt to determine how the superseded data were derived.
 NT0331
 NT0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM540911(NAD 83)
 NT0331_MARKER: DB = BENCH MARK DISK
 NT0331_SETTING: 66 = SET IN ROCK OUTCROP
 NT0331_SP_SET: CULVERT
 NT0331_STAMPING: D 342 1951
 NT0331_MARK LOGO: CGS   
 NT0331_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0331+STABILITY: POSITION/ELEVATION WELL
 NT0331
 NT0331  HISTORY     - Date     Condition        Report By
 NT0331  HISTORY     - 1951     MONUMENTED       CGS
 NT0331  HISTORY     - 19900602 GOOD             NGS
 NT0331
 NT0331                          STATION DESCRIPTION
 NT0331
 NT0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0331'11.0 MI NW FROM OVID.
 NT0331'11 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0331'ON THE SOUTHEAST SLOPE OF A ROCKY HILL, AND SET ON THE TOP AND ABOUT
 NT0331'IN THE CENTER OF A LARGE ROCK OUTCROP PROJECTING ABOUT 3 FEET ABOVE
 NT0331'THE GROUND AND ABOUT 2 FEET HIGHER THAN THE ROAD, 93.6 FEET NORTH OF
 NT0331'THE NORTHWEST END OF A 24 INCH CORRUGATED METAL PIPE CULVERT, 83 FEET
 NT0331'NORTHWEST OF THE CENTER LINE OF THE ROAD.
 NT0331
 NT0331                          STATION RECOVERY (1990)
 NT0331
 NT0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0331'MARK IS LOCATED ABOUT 16 KM (9.95 MI) NORTHWEST OF OVID IN THE CACHE
 NT0331'NATIONAL FOREST ALONG STATE HIGHWAY 36 0.5 KM (0.30 MI) WEST OF THE
 NT0331'ENTRANCE TO EMIGRATION CAMPGROUND ON AN OPEN SLOPE ALONG A SHORT
 NT0331'STRAIGHT SECTION OF HIGHWAY IN THE NORTHWEST 1/4 OF SECTION 21 T 12 S
 NT0331'R 42 E.  OWNERSHIP  US GOVERNMENT. TO REACH FROM THE JUNCTION OF US
 NT0331'HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID GO WEST
 NT0331'ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE RIGHT IN
 NT0331'LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO THE NATIONAL FOREST
 NT0331'BOUNDARY.  CONTINUE AHEAD FOR 4.12 KM (2.55 MI) TO THE ENTRANCE TO
 NT0331'EMIGRATION CAMPGROUND ON THE LEFT.  CONTINUE AHEAD FOR 0.72 KM (0.45
 NT0331'MI) TO THE MARK ON THE RIGHT. MARK IS SET IN A DRILL HOLE IN A 3 M
 NT0331'(9.8 FT) LONG BOULDER THAT PROJECTS 1.5 M (4.9 FT) ON THE SIDE TO THE
 NT0331'ROAD.  IT IS 24.2 M (79.4 FT) NORTHWEST OF AND 2 METER HIGHER THAN THE
 NT0331'HIGHWAY CENTER AND 1.3 M (4.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 NT0331'POST. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0154 ***********************************************************************
 OH0154  DESIGNATION -  D 3421
 OH0154  PID         -  OH0154
 OH0154  STATE/COUNTY-  ID/ADA
 OH0154  USGS QUAD   -  EAGLE (1979)
 OH0154
 OH0154                         *CURRENT SURVEY CONTROL
 OH0154  ___________________________________________________________________
 OH0154* NAD 83(1986)-  43 43 47.     (N)    116 18 15.     (W)     SCALED    
 OH0154* NAVD 88     -       825.281  (meters)    2707.61   (feet)  ADJUSTED  
 OH0154  ___________________________________________________________________
 OH0154  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 OH0154  DYNAMIC HT  -         824.965 (meters)    2706.57  (feet)  COMP
 OH0154  MODELED GRAV-     980,209.8   (mgal)                       NAVD 88
 OH0154
 OH0154  VERT ORDER  -  SECOND    CLASS 0
 OH0154
 OH0154.The horizontal coordinates were scaled from a topographic map and have
 OH0154.an estimated accuracy of +/- 6 seconds.
 OH0154
 OH0154.The orthometric height was determined by differential leveling
 OH0154.and adjusted by the National Geodetic Survey in June 1991..
 OH0154
 OH0154.The geoid height was determined by GEOID03.
 OH0154
 OH0154.The dynamic height is computed by dividing the NAVD 88
 OH0154.geopotential number by the normal gravity value computed on the
 OH0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0154.degrees latitude (g = 980.6199 gals.).
 OH0154
 OH0154.The modeled gravity was interpolated from observed gravity values.
 OH0154
 OH0154;                    North         East    Units  Estimated Accuracy
 OH0154;SPC ID W     -   229,310.      755,350.      MT  (+/- 180 meters Scaled)
 OH0154
 OH0154                          SUPERSEDED SURVEY CONTROL
 OH0154
 OH0154  NGVD 29 (??/??/92)  824.327  (m)         2704.48   (f) ADJ UNCH    2 0
 OH0154
 OH0154.Superseded values are not recommended for survey control.
 OH0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0154.See file dsdata.txt to determine how the superseded data were derived.
 OH0154
 OH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ560420(NAD 83)
 OH0154_MARKER: DD = SURVEY DISK
 OH0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0154_STAMPING: D 3421
 OH0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0154+STABILITY: SURFACE MOTION
 OH0154
 OH0154  HISTORY     - Date     Condition        Report By
 OH0154  HISTORY     - UNK      MONUMENTED       IDGS
 OH0154  HISTORY     - 1962     MARK NOT FOUND   NGS
 OH0154
 OH0154                          STATION DESCRIPTION
 OH0154
 OH0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0154'11.1 MI NW FROM BOISE.
 OH0154'ABOUT 11.1 MILE NORTHWEST ALONG STATE HIGHWAY 44 AND 15 FROM THE POST
 OH0154'OFFICE AT BOISE ADA COUNTY, ABOUT 3.9 MILES NORTH OF THE GREEN MEADOW
 OH0154'SCHOOL, AT A CURVE, AT A TRIANGLE FORMED BY THE HIGHWAY AND A COUNTY
 OH0154'ROAD LEADING NORTHEAST, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE
 OH0154'HIGHWAY, AND 35 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD.  A
 OH0154'STATE SURVE STANDARD DISK, STAMPED D 3421 AND SET IN TOP OF A CONCRETE
 OH0154'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0152 ***********************************************************************
 OH0152  DESIGNATION -  D 3423
 OH0152  PID         -  OH0152
 OH0152  STATE/COUNTY-  ID/ADA
 OH0152  USGS QUAD   -  PEARL (1985)
 OH0152
 OH0152                         *CURRENT SURVEY CONTROL
 OH0152  ___________________________________________________________________
 OH0152* NAD 83(1986)-  43 45 08.     (N)    116 17 12.     (W)     SCALED    
 OH0152* NAVD 88     -       863.647  (meters)    2833.48   (feet)  ADJUSTED  
 OH0152  ___________________________________________________________________
 OH0152  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 OH0152  DYNAMIC HT  -         863.320 (meters)    2832.41  (feet)  COMP
 OH0152  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 OH0152
 OH0152  VERT ORDER  -  SECOND    CLASS 0
 OH0152
 OH0152.The horizontal coordinates were scaled from a topographic map and have
 OH0152.an estimated accuracy of +/- 6 seconds.
 OH0152
 OH0152.The orthometric height was determined by differential leveling
 OH0152.and adjusted by the National Geodetic Survey in June 1991..
 OH0152
 OH0152.The geoid height was determined by GEOID03.
 OH0152
 OH0152.The dynamic height is computed by dividing the NAVD 88
 OH0152.geopotential number by the normal gravity value computed on the
 OH0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0152.degrees latitude (g = 980.6199 gals.).
 OH0152
 OH0152.The modeled gravity was interpolated from observed gravity values.
 OH0152
 OH0152;                    North         East    Units  Estimated Accuracy
 OH0152;SPC ID W     -   231,800.      756,780.      MT  (+/- 180 meters Scaled)
 OH0152
 OH0152                          SUPERSEDED SURVEY CONTROL
 OH0152
 OH0152  NGVD 29 (??/??/92)  862.685  (m)         2830.33   (f) ADJ UNCH    2 0
 OH0152
 OH0152.Superseded values are not recommended for survey control.
 OH0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0152.See file dsdata.txt to determine how the superseded data were derived.
 OH0152
 OH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ574446(NAD 83)
 OH0152_MARKER: DD = SURVEY DISK
 OH0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0152_STAMPING: D 3423
 OH0152_MARK LOGO: CGS+SS
 OH0152_PROJECTION: FLUSH
 OH0152_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OH0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0152+STABILITY: SURFACE MOTION
 OH0152
 OH0152  HISTORY     - Date     Condition        Report By
 OH0152  HISTORY     - UNK      MONUMENTED       IDGS
 OH0152  HISTORY     - 1962     GOOD             NGS
 OH0152  HISTORY     - 19981020 GOOD             EQUINO
 OH0152
 OH0152                          STATION DESCRIPTION
 OH0152
 OH0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0152'13.1 MI NW FROM BOISE.
 OH0152'REACHED FROM THE POST OFFICE AT BOISE GO NORTHWEST ON STATE STREET FOR
 OH0152'ABOUT 1 MILE TO THE JUNCTION WITH STATE HIGHWAY 15, FOLLOW STATE
 OH0152'HIGHWAY 15 NORTHWEST FOR ABOUT 12.1 MILES, THIS IS ABOUT 0.2 MILE
 OH0152'NORTHWEST AND ACROSS THE HIGHWAY FROM A FARM HOME THAT SETS BACK OFF
 OH0152'THE HIGHWAY ABOUT 100-YARDS, 90 FEET EAST OF THE CENTER LINE OF THE
 OH0152'HIGHWAY, 58 FEET EAST OF THE EAST RIGHT OF WAY FENCE, EAST AND ACROSS
 OH0152'THE HIGHWAY FROM A CUT BANK, 39 FEET SOUTH OF A ROCK WITH 15 PAINTED
 OH0152'ON THE WEST SIDE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 OH0152
 OH0152                          STATION RECOVERY (1998)
 OH0152
 OH0152'RECOVERY NOTE BY EQUINOX INC 1998 (RLB)
 OH0152'RECOVERED IN GOOD CONDITION.  BUT DUE TO ROAD AND HIGHWAY CHANGES A
 OH0152'NEW TO REACH FOLLOWS.  TO REACH FROM THE COURT HOUSE IN BOISE GO
 OH0152'NORTHWEST ON STATE STREET (HIGHWAY 44) FOR 12.23 KM (7.60 MI) TO THE
 OH0152'JUNCTION OF STATE STREET (HIGHWAY 44) AND HIGHWAY 55.  TURN RIGHT AND
 OH0152'GO NORTH ON HIGHWAY 55 FOR 8.74 KM (5.45 MI) TO THE MARK ON THE RIGHT
 OH0152'AS DESCRIBED IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0147 ***********************************************************************
 OH0147  DESIGNATION -  D 3427
 OH0147  PID         -  OH0147
 OH0147  STATE/COUNTY-  ID/BOISE
 OH0147  USGS QUAD   -  PEARL (1985)
 OH0147
 OH0147                         *CURRENT SURVEY CONTROL
 OH0147  ___________________________________________________________________
 OH0147* NAD 83(1986)-  43 47 50.     (N)    116 15 53.     (W)     SCALED    
 OH0147* NAVD 88     -      1024.959  (meters)    3362.72   (feet)  ADJUSTED  
 OH0147  ___________________________________________________________________
 OH0147  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 OH0147  DYNAMIC HT  -        1024.544 (meters)    3361.36  (feet)  COMP
 OH0147  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 OH0147
 OH0147  VERT ORDER  -  SECOND    CLASS 0
 OH0147
 OH0147.The horizontal coordinates were scaled from a topographic map and have
 OH0147.an estimated accuracy of +/- 6 seconds.
 OH0147
 OH0147.The orthometric height was determined by differential leveling
 OH0147.and adjusted by the National Geodetic Survey in June 1991..
 OH0147
 OH0147.The geoid height was determined by GEOID03.
 OH0147
 OH0147.The dynamic height is computed by dividing the NAVD 88
 OH0147.geopotential number by the normal gravity value computed on the
 OH0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0147.degrees latitude (g = 980.6199 gals.).
 OH0147
 OH0147.The modeled gravity was interpolated from observed gravity values.
 OH0147
 OH0147;                    North         East    Units  Estimated Accuracy
 OH0147;SPC ID W     -   236,790.      758,580.      MT  (+/- 180 meters Scaled)
 OH0147
 OH0147                          SUPERSEDED SURVEY CONTROL
 OH0147
 OH0147  NGVD 29 (??/??/92) 1023.960  (m)         3359.44   (f) ADJ UNCH    2 0
 OH0147
 OH0147.Superseded values are not recommended for survey control.
 OH0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0147.See file dsdata.txt to determine how the superseded data were derived.
 OH0147
 OH0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ591496(NAD 83)
 OH0147_MARKER: DD = SURVEY DISK
 OH0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0147_STAMPING: D 3427
 OH0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0147+STABILITY: SURFACE MOTION
 OH0147
 OH0147  HISTORY     - Date     Condition        Report By
 OH0147  HISTORY     - UNK      MONUMENTED       IDGS
 OH0147  HISTORY     - 1962     MARK NOT FOUND   NGS
 OH0147
 OH0147                          STATION DESCRIPTION
 OH0147
 OH0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0147'11.6 MI S FROM HORSE SHOE BEND.
 OH0147'ABOUT 11.6 MILES SOUTH ALONG STATE HIGHWAY 15 FROM OREGON SHORT LINE
 OH0147'RAILROAD BRIDGE 49X405, AT HORSE SHOE BEND, BOISE COUNTY, ABOUT 0.2
 OH0147'MILES NORTH OF THE BOISE-ADA COUNTY LINE, ABOUT 100 YARDS SOUTH OF THE
 OH0147'BEGINNING OF A CURVE LEADING FROM SOUTH TO NORTHWEST, 30 FEET WEST OF
 OH0147'THE CENTER LINE OF THE HIGHWAY, AND 2 FEET EAST OF A FENCE. A STATE
 OH0147'SURVEY STANDARD DISK, STAMPED D3427 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0145 ***********************************************************************
 OH0145  DESIGNATION -  D 3429
 OH0145  PID         -  OH0145
 OH0145  STATE/COUNTY-  ID/BOISE
 OH0145  USGS QUAD   -  PEARL (1985)
 OH0145
 OH0145                         *CURRENT SURVEY CONTROL
 OH0145  ___________________________________________________________________
 OH0145* NAD 83(1986)-  43 48 55.     (N)    116 15 50.     (W)     SCALED    
 OH0145* NAVD 88     -      1130.712  (meters)    3709.68   (feet)  ADJUSTED  
 OH0145  ___________________________________________________________________
 OH0145  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 OH0145  DYNAMIC HT  -        1130.233 (meters)    3708.11  (feet)  COMP
 OH0145  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 OH0145
 OH0145  VERT ORDER  -  SECOND    CLASS 0
 OH0145
 OH0145.The horizontal coordinates were scaled from a topographic map and have
 OH0145.an estimated accuracy of +/- 6 seconds.
 OH0145
 OH0145.The orthometric height was determined by differential leveling
 OH0145.and adjusted by the National Geodetic Survey in June 1991..
 OH0145
 OH0145.The geoid height was determined by GEOID03.
 OH0145
 OH0145.The dynamic height is computed by dividing the NAVD 88
 OH0145.geopotential number by the normal gravity value computed on the
 OH0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0145.degrees latitude (g = 980.6199 gals.).
 OH0145
 OH0145.The modeled gravity was interpolated from observed gravity values.
 OH0145
 OH0145;                    North         East    Units  Estimated Accuracy
 OH0145;SPC ID W     -   238,800.      758,660.      MT  (+/- 180 meters Scaled)
 OH0145
 OH0145                          SUPERSEDED SURVEY CONTROL
 OH0145
 OH0145  NGVD 29 (??/??/92) 1129.690  (m)         3706.32   (f) ADJ UNCH    2 0
 OH0145
 OH0145.Superseded values are not recommended for survey control.
 OH0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0145.See file dsdata.txt to determine how the superseded data were derived.
 OH0145
 OH0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ592516(NAD 83)
 OH0145_MARKER: DD = SURVEY DISK
 OH0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0145_STAMPING: D 3429
 OH0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0145+STABILITY: SURFACE MOTION
 OH0145
 OH0145  HISTORY     - Date     Condition        Report By
 OH0145  HISTORY     - UNK      MONUMENTED       IDGS
 OH0145  HISTORY     - 1937     GOOD             NGS
 OH0145  HISTORY     - 1962     GOOD             NGS
 OH0145
 OH0145                          STATION DESCRIPTION
 OH0145
 OH0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OH0145'9.5 MI S FROM HORSE SHOE BEND.
 OH0145'9.5 MILES SOUTH ALONG STATE HIGHWAY 15 FROM OREGON SHORT LINE RAILROAD
 OH0145'BRIDGE 49+405 AT HORSE SHOE BEND, 0.5 MILE NORTH OF SIGN F.A.P. 129 A
 OH0145'AND 129 B, 0.3 MILE NORTH OF THE SOUTH SLOPE OF A HILL, AT A SLIGHT
 OH0145'CURVE, NEAR A GULLEY, AND 30 FEET WEST OF THE CENTERLINE OF THE
 OH0145'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED D 3429 AND SET IN THE
 OH0145'TOP OF A CONCRETE POST.
 OH0145
 OH0145                          STATION RECOVERY (1962)
 OH0145
 OH0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 OH0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0528 ***********************************************************************
 OX0528  DESIGNATION -  D 343
 OX0528  PID         -  OX0528
 OX0528  STATE/COUNTY-  ID/MADISON
 OX0528  USGS QUAD   -  MOODY (1979)
 OX0528
 OX0528                         *CURRENT SURVEY CONTROL
 OX0528  ___________________________________________________________________
 OX0528* NAD 83(1986)-  43 47 29.     (N)    111 41 18.     (W)     SCALED    
 OX0528* NAVD 88     -      1607.729  (meters)    5274.69   (feet)  POSTED    
 OX0528  ___________________________________________________________________
 OX0528  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 OX0528  DYNAMIC HT  -        1606.850 (meters)    5271.81  (feet)  COMP
 OX0528  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 OX0528
 OX0528  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0528
 OX0528.The horizontal coordinates were scaled from a topographic map and have
 OX0528.an estimated accuracy of +/- 6 seconds.
 OX0528
 OX0528.The orthometric height was determined by differential leveling
 OX0528.and adjusted by the National Geodetic Survey in 1992..
 OX0528.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0528.rate of 2.1 thru 3.0 mm/km.
 OX0528
 OX0528.The geoid height was determined by GEOID03.
 OX0528
 OX0528.The dynamic height is computed by dividing the NAVD 88
 OX0528.geopotential number by the normal gravity value computed on the
 OX0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0528.degrees latitude (g = 980.6199 gals.).
 OX0528
 OX0528.The modeled gravity was interpolated from observed gravity values.
 OX0528
 OX0528;                    North         East    Units  Estimated Accuracy
 OX0528;SPC ID E     -   236,130.      238,500.      MT  (+/- 180 meters Scaled)
 OX0528
 OX0528                          SUPERSEDED SURVEY CONTROL
 OX0528
 OX0528  NGVD 29 (??/??/92) 1606.598  (m)         5270.98   (f) ADJ UNCH    2 0
 OX0528
 OX0528.Superseded values are not recommended for survey control.
 OX0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0528.See file dsdata.txt to determine how the superseded data were derived.
 OX0528
 OX0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP446489(NAD 83)
 OX0528_MARKER: DB = BENCH MARK DISK
 OX0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0528_SP_SET: ABUTMENT
 OX0528_STAMPING: D 343 1951
 OX0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0528
 OX0528  HISTORY     - Date     Condition        Report By
 OX0528  HISTORY     - 1951     MONUMENTED       CGS
 OX0528
 OX0528                          STATION DESCRIPTION
 OX0528
 OX0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0528'8.0 MI SW FROM NEWDALE.
 OX0528'ABOUT 8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0528'STATION AT NEWDALE, NEAR MILEPOLE NUMBER 30, AND SET ON THE TOP AND AT
 OX0528'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE NUMBER 30.02
 OX0528'OVER A SMALL ROCKY CREEK, 4.8 FEET WEST OF THE WEST RAIL, 0.7 FOOT
 OX0528'EAST OF THE WEST END OF THE ABUTMENT, 3 1/2 FEET LOWER THAN THE TOP OF
 OX0528'THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0143 ***********************************************************************
 OH0143  DESIGNATION -  D 3435
 OH0143  PID         -  OH0143
 OH0143  STATE/COUNTY-  ID/BOISE
 OH0143  USGS QUAD   -  CARTWRIGHT CANYON (1976)
 OH0143
 OH0143                         *CURRENT SURVEY CONTROL
 OH0143  ___________________________________________________________________
 OH0143* NAD 83(1986)-  43 49 54.     (N)    116 14 48.     (W)     SCALED    
 OH0143* NAVD 88     -      1304.420  (meters)    4279.58   (feet)  ADJUSTED  
 OH0143  ___________________________________________________________________
 OH0143  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 OH0143  DYNAMIC HT  -        1303.858 (meters)    4277.74  (feet)  COMP
 OH0143  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 OH0143
 OH0143  VERT ORDER  -  SECOND    CLASS 0
 OH0143
 OH0143.The horizontal coordinates were scaled from a topographic map and have
 OH0143.an estimated accuracy of +/- 6 seconds.
 OH0143
 OH0143.The orthometric height was determined by differential leveling
 OH0143.and adjusted by the National Geodetic Survey in June 1991..
 OH0143
 OH0143.The geoid height was determined by GEOID03.
 OH0143
 OH0143.The dynamic height is computed by dividing the NAVD 88
 OH0143.geopotential number by the normal gravity value computed on the
 OH0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0143.degrees latitude (g = 980.6199 gals.).
 OH0143
 OH0143.The modeled gravity was interpolated from observed gravity values.
 OH0143
 OH0143;                    North         East    Units  Estimated Accuracy
 OH0143;SPC ID W     -   240,610.      760,050.      MT  (+/- 180 meters Scaled)
 OH0143
 OH0143                          SUPERSEDED SURVEY CONTROL
 OH0143
 OH0143  NGVD 29 (??/??/92) 1303.392  (m)         4276.21   (f) ADJ UNCH    2 0
 OH0143
 OH0143.Superseded values are not recommended for survey control.
 OH0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0143.See file dsdata.txt to determine how the superseded data were derived.
 OH0143
 OH0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ605534(NAD 83)
 OH0143_MARKER: DD = SURVEY DISK
 OH0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0143_STAMPING: D 3435
 OH0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0143+STABILITY: SURFACE MOTION
 OH0143
 OH0143  HISTORY     - Date     Condition        Report By
 OH0143  HISTORY     - UNK      MONUMENTED       IDGS
 OH0143  HISTORY     - 1957     MARK NOT FOUND   USGS
 OH0143  HISTORY     - 1962     MARK NOT FOUND   NGS
 OH0143
 OH0143                          STATION DESCRIPTION
 OH0143
 OH0143'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OH0143'7.5 MI S FROM HORSE SHOE BEND.
 OH0143'7.5 MILES SOUTH ALONG STATE HIGHWAY 15 FROM OREGON SHORT LINE RAILROAD
 OH0143'BRIDGE 49+405 AT HORSE SHOE BEND, 30 FEET NORTH OF THE CENTERLINE OF
 OH0143'THE HIGHWAY, AT THE SUMMIT OF A RIDGE, 3.5 FEET EAST OF SIGN F.A.P.
 OH0143'129 B AND 129 C AND ABOUT 7 FEET HIGHER THAN THE ROADWAY. A STATE
 OH0143'SURVEY STANDARD DISK, STAMPED D 3435 AND SET IN THE TOP OF A CONCRETE
 OH0143'POST.
 OH0143
 OH0143                          STATION RECOVERY (1962)
 OH0143
 OH0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 OH0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0142 ***********************************************************************
 OH0142  DESIGNATION -  D 3437
 OH0142  PID         -  OH0142
 OH0142  STATE/COUNTY-  ID/BOISE
 OH0142  USGS QUAD   -  CARTWRIGHT CANYON (1976)
 OH0142
 OH0142                         *CURRENT SURVEY CONTROL
 OH0142  ___________________________________________________________________
 OH0142* NAD 83(1986)-  43 50 48.     (N)    116 13 50.     (W)     SCALED    
 OH0142* NAVD 88     -      1170.311  (meters)    3839.60   (feet)  ADJUSTED  
 OH0142  ___________________________________________________________________
 OH0142  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 OH0142  DYNAMIC HT  -        1169.818 (meters)    3837.98  (feet)  COMP
 OH0142  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 OH0142
 OH0142  VERT ORDER  -  SECOND    CLASS 0
 OH0142
 OH0142.The horizontal coordinates were scaled from a topographic map and have
 OH0142.an estimated accuracy of +/- 6 seconds.
 OH0142
 OH0142.The orthometric height was determined by differential leveling
 OH0142.and adjusted by the National Geodetic Survey in June 1991..
 OH0142
 OH0142.The geoid height was determined by GEOID03.
 OH0142
 OH0142.The dynamic height is computed by dividing the NAVD 88
 OH0142.geopotential number by the normal gravity value computed on the
 OH0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0142.degrees latitude (g = 980.6199 gals.).
 OH0142
 OH0142.The modeled gravity was interpolated from observed gravity values.
 OH0142
 OH0142;                    North         East    Units  Estimated Accuracy
 OH0142;SPC ID W     -   242,270.      761,360.      MT  (+/- 180 meters Scaled)
 OH0142
 OH0142                          SUPERSEDED SURVEY CONTROL
 OH0142
 OH0142  NGVD 29 (??/??/92) 1169.285  (m)         3836.23   (f) ADJ UNCH    2 0
 OH0142
 OH0142.Superseded values are not recommended for survey control.
 OH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0142.See file dsdata.txt to determine how the superseded data were derived.
 OH0142
 OH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ618551(NAD 83)
 OH0142_MARKER: DD = SURVEY DISK
 OH0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0142_STAMPING: D 3437
 OH0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0142+STABILITY: SURFACE MOTION
 OH0142
 OH0142  HISTORY     - Date     Condition        Report By
 OH0142  HISTORY     - UNK      MONUMENTED       IDGS
 OH0142  HISTORY     - 1937     GOOD             NGS
 OH0142  HISTORY     - 1962     GOOD             NGS
 OH0142
 OH0142                          STATION DESCRIPTION
 OH0142
 OH0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OH0142'5.8 MI S FROM HORSE SHOE BEND.
 OH0142'5.8 MILES SOUTH ALONG STATE HIGHWAY 15 FROM OREGON SHORT LINE RAILROAD
 OH0142'BRIDGE 49+405 AT HORSE SHOE BEND, 1.8 MILES NORTH OF THE SUMMIT OF A
 OH0142'HILL, 200 FEET WEST OF A BRUSHY GULLEY, AT THE NORTH END OF A 14-FOOT
 OH0142'CUT, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 6 FEET
 OH0142'HIGHER THAN THE ROADWAY.  A STATE SURVEY STANDARD DISK, STAMPED D 3437
 OH0142'AND SET IN THE TOP OF A CONCRETE POST.
 OH0142
 OH0142                          STATION RECOVERY (1962)
 OH0142
 OH0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 OH0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0140 ***********************************************************************
 OH0140  DESIGNATION -  D 3439
 OH0140  PID         -  OH0140
 OH0140  STATE/COUNTY-  ID/BOISE
 OH0140  USGS QUAD   -  CARTWRIGHT CANYON (1976)
 OH0140
 OH0140                         *CURRENT SURVEY CONTROL
 OH0140  ___________________________________________________________________
 OH0140* NAD 83(1986)-  43 51 53.     (N)    116 13 24.     (W)     SCALED    
 OH0140* NAVD 88     -      1093.299  (meters)    3586.93   (feet)  ADJUSTED  
 OH0140  ___________________________________________________________________
 OH0140  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 OH0140  DYNAMIC HT  -        1092.863 (meters)    3585.50  (feet)  COMP
 OH0140  MODELED GRAV-     980,182.5   (mgal)                       NAVD 88
 OH0140
 OH0140  VERT ORDER  -  SECOND    CLASS 0
 OH0140
 OH0140.The horizontal coordinates were scaled from a topographic map and have
 OH0140.an estimated accuracy of +/- 6 seconds.
 OH0140
 OH0140.The orthometric height was determined by differential leveling
 OH0140.and adjusted by the National Geodetic Survey in June 1991..
 OH0140
 OH0140.The geoid height was determined by GEOID03.
 OH0140
 OH0140.The dynamic height is computed by dividing the NAVD 88
 OH0140.geopotential number by the normal gravity value computed on the
 OH0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0140.degrees latitude (g = 980.6199 gals.).
 OH0140
 OH0140.The modeled gravity was interpolated from observed gravity values.
 OH0140
 OH0140;                    North         East    Units  Estimated Accuracy
 OH0140;SPC ID W     -   244,270.      761,950.      MT  (+/- 180 meters Scaled)
 OH0140
 OH0140                          SUPERSEDED SURVEY CONTROL
 OH0140
 OH0140  NGVD 29 (??/??/92) 1092.293  (m)         3583.63   (f) ADJ UNCH    2 0
 OH0140
 OH0140.Superseded values are not recommended for survey control.
 OH0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0140.See file dsdata.txt to determine how the superseded data were derived.
 OH0140
 OH0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ624571(NAD 83)
 OH0140_MARKER: DD = SURVEY DISK
 OH0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0140_STAMPING: D 3439
 OH0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0140+STABILITY: SURFACE MOTION
 OH0140
 OH0140  HISTORY     - Date     Condition        Report By
 OH0140  HISTORY     - UNK      MONUMENTED       IDGS
 OH0140  HISTORY     - 1962     GOOD             NGS
 OH0140
 OH0140                          STATION DESCRIPTION
 OH0140
 OH0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0140'5.1 MI S FROM HORSE SHOE BEND.
 OH0140'REACHED FROM THE POST OFFICE AT HORSE SHOE BEND GO SOUTH ON STATE
 OH0140'HIGHWAY 15 FOR 5.0 MILES TO HIGHWAY MILEAGE POST 15, FROM HERE GO DOWN
 OH0140'THE RIDGE ABOUT 0.1 MILE TO THE OLD HIGHWAY ON THE CREST OF THE RIDGE,
 OH0140'35 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY AND ABOUT 12 FEET
 OH0140'HIGHER, 24 FEET WEST OF A FENCE, AND 3 FEET NORTH OF A METAL WITNESS
 OH0140'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0278 ***********************************************************************
 OX0278  DESIGNATION -  D 344
 OX0278  PID         -  OX0278
 OX0278  STATE/COUNTY-  ID/TETON
 OX0278  USGS QUAD   -  WRIGHT CREEK (1965)
 OX0278
 OX0278                         *CURRENT SURVEY CONTROL
 OX0278  ___________________________________________________________________
 OX0278* NAD 83(1986)-  43 52 11.     (N)    111 23 28.     (W)     SCALED    
 OX0278* NAVD 88     -      1792.086  (meters)    5879.54   (feet)  POSTED    
 OX0278  ___________________________________________________________________
 OX0278  GEOID HEIGHT-         -10.35  (meters)                     GEOID03
 OX0278  DYNAMIC HT  -        1791.040 (meters)    5876.10  (feet)  COMP
 OX0278  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 OX0278
 OX0278  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0278
 OX0278.The horizontal coordinates were scaled from a topographic map and have
 OX0278.an estimated accuracy of +/- 6 seconds.
 OX0278
 OX0278.The orthometric height was determined by differential leveling
 OX0278.and adjusted by the National Geodetic Survey in 1992..
 OX0278.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0278.rate of 0.0 thru 1.0 mm/km.
 OX0278
 OX0278.The geoid height was determined by GEOID03.
 OX0278
 OX0278.The dynamic height is computed by dividing the NAVD 88
 OX0278.geopotential number by the normal gravity value computed on the
 OX0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0278.degrees latitude (g = 980.6199 gals.).
 OX0278
 OX0278.The modeled gravity was interpolated from observed gravity values.
 OX0278
 OX0278;                    North         East    Units  Estimated Accuracy
 OX0278;SPC ID E     -   245,010.      262,340.      MT  (+/- 180 meters Scaled)
 OX0278
 OX0278                          SUPERSEDED SURVEY CONTROL
 OX0278
 OX0278  NGVD 29 (??/??/92) 1790.910  (m)         5875.68   (f) ADJ UNCH    2 0
 OX0278
 OX0278.Superseded values are not recommended for survey control.
 OX0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0278.See file dsdata.txt to determine how the superseded data were derived.
 OX0278
 OX0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP685574(NAD 83)
 OX0278_MARKER: DB = BENCH MARK DISK
 OX0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0278_STAMPING: D 344 1951
 OX0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0278+STABILITY: SURFACE MOTION
 OX0278
 OX0278  HISTORY     - Date     Condition        Report By
 OX0278  HISTORY     - 1951     MONUMENTED       CGS
 OX0278
 OX0278                          STATION DESCRIPTION
 OX0278
 OX0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0278'11.7 MI SE FROM NEWDALE.
 OX0278'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0278'NEWDALE, THENCE 11.6 MILES SOUTHEAST OF U. S. HIGHWAY 20, ABOUT 0.6
 OX0278'MILE EAST OF THE MADISON-TETON COUNTY LINE ACROSS THE HIGHWAY FROM
 OX0278'TELEGRAPH LINE POLE NUMBER 456, 250 FEET SOUTHWEST OF THE NORTHWEST
 OX0278'END OF A 30 INCH CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY, 56
 OX0278'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET
 OX0278'NORTHEAST OF A POWER LINE POLE, 1 1/2 FEET SOUTHWEST OF A WITNESS
 OX0278'POST, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 OX0278'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0138 ***********************************************************************
 OH0138  DESIGNATION -  D 3441
 OH0138  PID         -  OH0138
 OH0138  STATE/COUNTY-  ID/BOISE
 OH0138  USGS QUAD   -  HORSESHOE BEND (1976)
 OH0138
 OH0138                         *CURRENT SURVEY CONTROL
 OH0138  ___________________________________________________________________
 OH0138* NAD 83(1986)-  43 52 45.     (N)    116 13 19.     (W)     SCALED    
 OH0138* NAVD 88     -       941.681  (meters)    3089.50   (feet)  ADJUSTED  
 OH0138  ___________________________________________________________________
 OH0138  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 OH0138  DYNAMIC HT  -         941.319 (meters)    3088.31  (feet)  COMP
 OH0138  MODELED GRAV-     980,202.4   (mgal)                       NAVD 88
 OH0138
 OH0138  VERT ORDER  -  SECOND    CLASS 0
 OH0138
 OH0138.The horizontal coordinates were scaled from a topographic map and have
 OH0138.an estimated accuracy of +/- 6 seconds.
 OH0138
 OH0138.The orthometric height was determined by differential leveling
 OH0138.and adjusted by the National Geodetic Survey in June 1991..
 OH0138
 OH0138.The geoid height was determined by GEOID03.
 OH0138
 OH0138.The dynamic height is computed by dividing the NAVD 88
 OH0138.geopotential number by the normal gravity value computed on the
 OH0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0138.degrees latitude (g = 980.6199 gals.).
 OH0138
 OH0138.The modeled gravity was interpolated from observed gravity values.
 OH0138
 OH0138;                    North         East    Units  Estimated Accuracy
 OH0138;SPC ID W     -   245,880.      762,070.      MT  (+/- 180 meters Scaled)
 OH0138
 OH0138                          SUPERSEDED SURVEY CONTROL
 OH0138
 OH0138  NGVD 29 (??/??/92)  940.681  (m)         3086.22   (f) ADJ UNCH    2 0
 OH0138
 OH0138.Superseded values are not recommended for survey control.
 OH0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0138.See file dsdata.txt to determine how the superseded data were derived.
 OH0138
 OH0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ625587(NAD 83)
 OH0138_MARKER: DD = SURVEY DISK
 OH0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0138_STAMPING: D 3441
 OH0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0138+STABILITY: SURFACE MOTION
 OH0138
 OH0138  HISTORY     - Date     Condition        Report By
 OH0138  HISTORY     - UNK      MONUMENTED       IDGS
 OH0138  HISTORY     - 1962     MARK NOT FOUND   NGS
 OH0138
 OH0138                          STATION DESCRIPTION
 OH0138
 OH0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0138'2.8 MI S FROM HORSE SHOE BEND.
 OH0138'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE OREGON SHORT
 OH0138'LINE RAILROAD BRIDGE 49X405 AT HORSE SHOE BEND, BOISE COUNTY, ABOUT
 OH0138'0.3 MILES NORTHEAST OF A GROUP OF RANCH BUILDINGS IN A CLUMP OF TREES,
 OH0138'ABOUT 100 FEET WEST OF A PROMINENT GULLEY WHICH CROSSES THE HIGHWAY,
 OH0138'AND 57 FEET SOUTH OF THE PROPERTY LINE FENCE.  A STATE SURVEY STANDARD
 OH0138'DISK, STAMPED D 3441 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0137 ***********************************************************************
 OH0137  DESIGNATION -  D 3443
 OH0137  PID         -  OH0137
 OH0137  STATE/COUNTY-  ID/BOISE
 OH0137  USGS QUAD   -  HORSESHOE BEND (1976)
 OH0137
 OH0137                         *CURRENT SURVEY CONTROL
 OH0137  ___________________________________________________________________
 OH0137* NAD 83(1986)-  43 53 54.     (N)    116 12 13.     (W)     SCALED    
 OH0137* NAVD 88     -       805.510  (meters)    2642.74   (feet)  ADJUSTED  
 OH0137  ___________________________________________________________________
 OH0137  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 OH0137  DYNAMIC HT  -         805.216 (meters)    2641.78  (feet)  COMP
 OH0137  MODELED GRAV-     980,227.4   (mgal)                       NAVD 88
 OH0137
 OH0137  VERT ORDER  -  SECOND    CLASS 0
 OH0137
 OH0137.The horizontal coordinates were scaled from a topographic map and have
 OH0137.an estimated accuracy of +/- 6 seconds.
 OH0137
 OH0137.The orthometric height was determined by differential leveling
 OH0137.and adjusted by the National Geodetic Survey in June 1991..
 OH0137
 OH0137.The geoid height was determined by GEOID03.
 OH0137
 OH0137.The dynamic height is computed by dividing the NAVD 88
 OH0137.geopotential number by the normal gravity value computed on the
 OH0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0137.degrees latitude (g = 980.6199 gals.).
 OH0137
 OH0137.The modeled gravity was interpolated from observed gravity values.
 OH0137
 OH0137;                    North         East    Units  Estimated Accuracy
 OH0137;SPC ID W     -   248,000.      763,560.      MT  (+/- 180 meters Scaled)
 OH0137
 OH0137                          SUPERSEDED SURVEY CONTROL
 OH0137
 OH0137  NGVD 29 (??/??/92)  804.519  (m)         2639.49   (f) ADJ UNCH    2 0
 OH0137
 OH0137.Superseded values are not recommended for survey control.
 OH0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0137.See file dsdata.txt to determine how the superseded data were derived.
 OH0137
 OH0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ639608(NAD 83)
 OH0137_MARKER: DD = SURVEY DISK
 OH0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0137_STAMPING: D 3443
 OH0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0137+STABILITY: SURFACE MOTION
 OH0137
 OH0137  HISTORY     - Date     Condition        Report By
 OH0137  HISTORY     - UNK      MONUMENTED       IDGS
 OH0137  HISTORY     - 1962     GOOD             NGS
 OH0137  HISTORY     - 1979     GOOD             NGS
 OH0137
 OH0137                          STATION DESCRIPTION
 OH0137
 OH0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0137'1.2 MI S FROM HORSE SHOE BEND.
 OH0137'LOCATED 34 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 15, AT THE
 OH0137'SOUTH EDGE OF HORSE SHOE BEND, 1.2 MILES SOUTH OF THE POST OFFICE,
 OH0137'ABOUT 150 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE BLUE AND
 OH0137'WHITE SERVICE A LARGE NEW CONCRETE BUILDING, 23 FEET SOUTH OF THE
 OH0137'FIRST STREET LIGHT POWER POLE AT THE SOUTH EDGE OF TOWN, 2 FEET SOUTH
 OH0137'OF A 6-BY 6- INCH CONCRETE POST THAT IS PROJECTING ABOUT 2 FEET ABOVE
 OH0137'GROUND, 1 FOOT EAST OF A STEEL POT, AND 1 FODOT WEST OF A METAL
 OH0137'WITNESS POST.  A BRONZE DISK SET IN TOP OF A CONCRETE POST, THE TOP OF
 OH0137'THE POST IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND AND ABOUT 4
 OH0137'FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY.
 OH0137
 OH0137                          STATION RECOVERY (1979)
 OH0137
 OH0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0137'1.1 MILES SOUTH ALONG HIGHWAY 55 FROM RAILROAD CROSSING AT THE SOUTH
 OH0137'CITY LIMITS 34 FEET EAST CENTERLINE OF STATE HIGHWAY 55 26 FEET SOUTH
 OH0137'OF POWER POLE 1 FOOT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0412 ***********************************************************************
 RZ0412  DESIGNATION -  D 345
 RZ0412  PID         -  RZ0412
 RZ0412  STATE/COUNTY-  ID/LATAH
 RZ0412  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0412
 RZ0412                         *CURRENT SURVEY CONTROL
 RZ0412  ___________________________________________________________________
 RZ0412* NAD 83(1986)-  46 42 43.     (N)    116 52 44.     (W)     SCALED    
 RZ0412* NAVD 88     -       797.737  (meters)    2617.24   (feet)  ADJUSTED  
 RZ0412  ___________________________________________________________________
 RZ0412  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 RZ0412  DYNAMIC HT  -         797.678 (meters)    2617.05  (feet)  COMP
 RZ0412  MODELED GRAV-     980,513.7   (mgal)                       NAVD 88
 RZ0412
 RZ0412  VERT ORDER  -  SECOND    CLASS 0
 RZ0412
 RZ0412.The horizontal coordinates were scaled from a topographic map and have
 RZ0412.an estimated accuracy of +/- 6 seconds.
 RZ0412
 RZ0412.The orthometric height was determined by differential leveling
 RZ0412.and adjusted by the National Geodetic Survey in June 1991..
 RZ0412
 RZ0412.The geoid height was determined by GEOID03.
 RZ0412
 RZ0412.The dynamic height is computed by dividing the NAVD 88
 RZ0412.geopotential number by the normal gravity value computed on the
 RZ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0412.degrees latitude (g = 980.6199 gals.).
 RZ0412
 RZ0412.The modeled gravity was interpolated from observed gravity values.
 RZ0412
 RZ0412;                    North         East    Units  Estimated Accuracy
 RZ0412;SPC ID W     -   561,190.      713,690.      MT  (+/- 180 meters Scaled)
 RZ0412
 RZ0412                          SUPERSEDED SURVEY CONTROL
 RZ0412
 RZ0412  NGVD 29 (??/??/92)  796.643  (m)         2613.65   (f) ADJ UNCH    2 0
 RZ0412
 RZ0412.Superseded values are not recommended for survey control.
 RZ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0412.See file dsdata.txt to determine how the superseded data were derived.
 RZ0412
 RZ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM092731(NAD 83)
 RZ0412_MARKER: DB = BENCH MARK DISK
 RZ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0412_STAMPING: D 345 1952
 RZ0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0412+STABILITY: SURFACE MOTION
 RZ0412
 RZ0412  HISTORY     - Date     Condition        Report By
 RZ0412  HISTORY     - 1952     MONUMENTED       CGS
 RZ0412
 RZ0412                          STATION DESCRIPTION
 RZ0412
 RZ0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0412'6.1 MI W FROM TROY.
 RZ0412'6.1 MILES WEST ALONG STATE HIGHWAY 8 FROM THE BANK BUILDING AT TROY,
 RZ0412'236 FEET WEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTH,
 RZ0412'211.5 FEET SOUTHEAST OF BENCH MARK NO. 6 (D.P.W.), 37 FEET SOUTH OF
 RZ0412'THE CENTER LINE OF THE HIGHWAY, 16 FEET NORTH OF TELEPHONE POLE NO.
 RZ0412'264, 1.8 FEET NORTH OF A FENCE, 2.9 FEET WEST OF A WITNESS POST, ABOUT
 RZ0412'1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RZ0412'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0833 ***********************************************************************
 RZ0833  DESIGNATION -  D 346
 RZ0833  PID         -  RZ0833
 RZ0833  STATE/COUNTY-  ID/LATAH
 RZ0833  USGS QUAD   -  MOSCOW WEST (1975)
 RZ0833
 RZ0833                         *CURRENT SURVEY CONTROL
 RZ0833  ___________________________________________________________________
 RZ0833* NAD 83(1986)-  46 38 28.     (N)    117 00 05.     (W)     SCALED    
 RZ0833* NAVD 88     -       865.519  (meters)    2839.62   (feet)  ADJUSTED  
 RZ0833  ___________________________________________________________________
 RZ0833  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 RZ0833  DYNAMIC HT  -         865.451 (meters)    2839.40  (feet)  COMP
 RZ0833  MODELED GRAV-     980,506.3   (mgal)                       NAVD 88
 RZ0833
 RZ0833  VERT ORDER  -  SECOND    CLASS 0
 RZ0833
 RZ0833.The horizontal coordinates were scaled from a topographic map and have
 RZ0833.an estimated accuracy of +/- 6 seconds.
 RZ0833
 RZ0833.The orthometric height was determined by differential leveling
 RZ0833.and adjusted by the National Geodetic Survey in June 1991..
 RZ0833
 RZ0833.The geoid height was determined by GEOID03.
 RZ0833
 RZ0833.The dynamic height is computed by dividing the NAVD 88
 RZ0833.geopotential number by the normal gravity value computed on the
 RZ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0833.degrees latitude (g = 980.6199 gals.).
 RZ0833
 RZ0833.The modeled gravity was interpolated from observed gravity values.
 RZ0833
 RZ0833;                    North         East    Units  Estimated Accuracy
 RZ0833;SPC ID W     -   553,460.      704,200.      MT  (+/- 180 meters Scaled)
 RZ0833
 RZ0833                          SUPERSEDED SURVEY CONTROL
 RZ0833
 RZ0833  NGVD 29 (??/??/92)  864.422  (m)         2836.02   (f) ADJ UNCH    2 0
 RZ0833
 RZ0833.Superseded values are not recommended for survey control.
 RZ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0833.See file dsdata.txt to determine how the superseded data were derived.
 RZ0833
 RZ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM998652(NAD 83)
 RZ0833_MARKER: DB = BENCH MARK DISK
 RZ0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0833_STAMPING: D 346 1952
 RZ0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0833+STABILITY: SURFACE MOTION
 RZ0833
 RZ0833  HISTORY     - Date     Condition        Report By
 RZ0833  HISTORY     - 1952     MONUMENTED       CGS
 RZ0833
 RZ0833                          STATION DESCRIPTION
 RZ0833
 RZ0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0833'7.0 MI S FROM MOSCOW.
 RZ0833'ONE BLOCK WEST ALONG MAIN STREET FROM THE POST OFFICE AT MOSCOW,
 RZ0833'THENCE 7.0 MILES SOUTH ALONG U. S. HIGHWAY 95, 137 FEET EAST OF AND
 RZ0833'ACROSS THE HIGHWAY FROM THE EAST ONE OF TWO POWER LINE POLES, 69 FEET
 RZ0833'EAST OF THE CENTER LINE OF THE HIGHWAY, 7.5 FEET WEST OF A FENCE, 4
 RZ0833'FEET WEST OF A TELEPHONE POLE WITH A GUY WIRE, 2.6 FEET SOUTH OF A
 RZ0833'WITNESS POST, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 RZ0833'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0394 ***********************************************************************
 NT0394  DESIGNATION -  D 347
 NT0394  PID         -  NT0394
 NT0394  STATE/COUNTY-  ID/FRANKLIN
 NT0394  USGS QUAD   -  WESTON (1969)
 NT0394
 NT0394                         *CURRENT SURVEY CONTROL
 NT0394  ___________________________________________________________________
 NT0394* NAD 83(1986)-  42 03 24.     (N)    111 58 19.     (W)     SCALED    
 NT0394* NAVD 88     -      1414.420  (meters)    4640.48   (feet)  ADJUSTED  
 NT0394  ___________________________________________________________________
 NT0394  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 NT0394  DYNAMIC HT  -        1413.449 (meters)    4637.29  (feet)  COMP
 NT0394  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 NT0394
 NT0394  VERT ORDER  -  FIRST     CLASS I
 NT0394
 NT0394.The horizontal coordinates were scaled from a topographic map and have
 NT0394.an estimated accuracy of +/- 6 seconds.
 NT0394
 NT0394.The orthometric height was determined by differential leveling
 NT0394.and adjusted by the National Geodetic Survey in June 1991..
 NT0394
 NT0394.The geoid height was determined by GEOID03.
 NT0394
 NT0394.The dynamic height is computed by dividing the NAVD 88
 NT0394.geopotential number by the normal gravity value computed on the
 NT0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0394.degrees latitude (g = 980.6199 gals.).
 NT0394
 NT0394.The modeled gravity was interpolated from observed gravity values.
 NT0394
 NT0394;                    North         East    Units  Estimated Accuracy
 NT0394;SPC ID E     -    43,330.      216,120.      MT  (+/- 180 meters Scaled)
 NT0394
 NT0394                          SUPERSEDED SURVEY CONTROL
 NT0394
 NT0394.No superseded survey control is available for this station.
 NT0394
 NT0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM195565(NAD 83)
 NT0394_MARKER: DB = BENCH MARK DISK
 NT0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0394_SP_SET: CULVERT
 NT0394_STAMPING: D 347 1951
 NT0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0394
 NT0394  HISTORY     - Date     Condition        Report By
 NT0394  HISTORY     - 1951     MONUMENTED       CGS
 NT0394  HISTORY     - 1967     GOOD             NGS
 NT0394
 NT0394                          STATION DESCRIPTION
 NT0394
 NT0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0394'1.5 MI N FROM WESTON.
 NT0394'1.5 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 NT0394'AT WESTON, 2 1/4 POLES NORTH OF MILEPOLE 66.5, ABOUT 200 FEET SOUTH OF
 NT0394'THE CENTER OF THE CROSSING OF A GRAVELED ROAD, IN THE TOP AND 0.8 FOOT
 NT0394'WEST OF THE EAST END OF THE SOUTHWEST CONCRETE WING WALL OF CULVERT
 NT0394'66.51, 37.6 FEET WEST OF THE WEST RAIL (SLOPE MEASUREMENT), AND ABOUT
 NT0394'23 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0771 ***********************************************************************
 OH0771  DESIGNATION -  D 348
 OH0771  PID         -  OH0771
 OH0771  STATE/COUNTY-  ID/CANYON
 OH0771  USGS QUAD   -  CALDWELL (1971)
 OH0771
 OH0771                         *CURRENT SURVEY CONTROL
 OH0771  ___________________________________________________________________
 OH0771* NAD 83(1986)-  43 38 53.     (N)    116 41 52.     (W)     SCALED    
 OH0771* NAVD 88     -       731.774  (meters)    2400.83   (feet)  ADJUSTED  
 OH0771  ___________________________________________________________________
 OH0771  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 OH0771  DYNAMIC HT  -         731.522 (meters)    2400.00  (feet)  COMP
 OH0771  MODELED GRAV-     980,251.7   (mgal)                       NAVD 88
 OH0771
 OH0771  VERT ORDER  -  SECOND    CLASS 0
 OH0771
 OH0771.The horizontal coordinates were scaled from a topographic map and have
 OH0771.an estimated accuracy of +/- 6 seconds.
 OH0771
 OH0771.The orthometric height was determined by differential leveling
 OH0771.and adjusted by the National Geodetic Survey in June 1991..
 OH0771
 OH0771.The geoid height was determined by GEOID03.
 OH0771
 OH0771.The dynamic height is computed by dividing the NAVD 88
 OH0771.geopotential number by the normal gravity value computed on the
 OH0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0771.degrees latitude (g = 980.6199 gals.).
 OH0771
 OH0771.The modeled gravity was interpolated from observed gravity values.
 OH0771
 OH0771;                    North         East    Units  Estimated Accuracy
 OH0771;SPC ID W     -   220,530.      723,540.      MT  (+/- 180 meters Scaled)
 OH0771
 OH0771                          SUPERSEDED SURVEY CONTROL
 OH0771
 OH0771  NGVD 29 (??/??/92)  730.837  (m)         2397.75   (f) ADJ UNCH    2 0
 OH0771
 OH0771.Superseded values are not recommended for survey control.
 OH0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0771.See file dsdata.txt to determine how the superseded data were derived.
 OH0771
 OH0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ243328(NAD 83)
 OH0771_MARKER: DB = BENCH MARK DISK
 OH0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0771_SP_SET: CONCRETE BOX
 OH0771_STAMPING: D 348 1951
 OH0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0771
 OH0771  HISTORY     - Date     Condition        Report By
 OH0771  HISTORY     - 1951     MONUMENTED       CGS
 OH0771  HISTORY     - 1975     GOOD             NGS
 OH0771
 OH0771                          STATION DESCRIPTION
 OH0771
 OH0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OH0771'1.6 MI S FROM CALDWELL.
 OH0771'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, .05 MILE
 OH0771'SOUTHEAST TO KIMBALL AVE., THENCE 1.55 MILES SOUTHWEST ALONG KIMBALL
 OH0771'AVE. LEADING TO MARSING, IN THE SOUTHWEST PART OF CALDWELL, AND SET IN
 OH0771'THE TOP OF THE SOUTH HEADWALL OF A SQUARE CONCRETE BOX FOR A UNDER
 OH0771'GROUND IRRIGATION PIPE, A 3 BY 4 FEET BOX AND 5 FEET DEEP, AT THE
 OH0771'INTERSECTION OF SOUTH KIMBALL AVE. AND LINDEN STREET, 76.3 FEET
 OH0771'SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO STORY HOUSE, 31 FEET EAST
 OH0771'OF THE CENTER LINE OF KIMBALL AVE., 18 1/2 FEET NORTH OF THE CENTER
 OH0771'LINE OF LINDEN STREET, 2.5 FEET SOUTHWEST OF A POWER LINE POLE WITH A
 OH0771'GUY WIRE AND WIRE FOR STREET LIGHT, 3.1 FEET SOUTHEAST OF THE IRON
 OH0771'POLE WITH A STREET SIGN ON THE TOP, AND ABOUT LEVEL WITH THE HIGHWAY.
 OH0771
 OH0771                          STATION RECOVERY (1975)
 OH0771
 OH0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OH0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0493 ***********************************************************************
 NV0493  DESIGNATION -  D 3481
 NV0493  PID         -  NV0493
 NV0493  STATE/COUNTY-  ID/ELMORE
 NV0493  USGS QUAD   -  GLENNS FERRY (1992)
 NV0493
 NV0493                         *CURRENT SURVEY CONTROL
 NV0493  ___________________________________________________________________
 NV0493* NAD 83(1986)-  42 56 54.     (N)    115 17 51.     (W)     SCALED    
 NV0493* NAVD 88     -       785.925  (meters)    2578.49   (feet)  ADJUSTED  
 NV0493  ___________________________________________________________________
 NV0493  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 NV0493  DYNAMIC HT  -         785.603 (meters)    2577.43  (feet)  COMP
 NV0493  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 NV0493
 NV0493  VERT ORDER  -  FIRST     CLASS II
 NV0493
 NV0493.The horizontal coordinates were scaled from a topographic map and have
 NV0493.an estimated accuracy of +/- 6 seconds.
 NV0493
 NV0493.The orthometric height was determined by differential leveling
 NV0493.and adjusted by the National Geodetic Survey in June 1991..
 NV0493
 NV0493.The geoid height was determined by GEOID03.
 NV0493
 NV0493.The dynamic height is computed by dividing the NAVD 88
 NV0493.geopotential number by the normal gravity value computed on the
 NV0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0493.degrees latitude (g = 980.6199 gals.).
 NV0493
 NV0493.The modeled gravity was interpolated from observed gravity values.
 NV0493
 NV0493;                    North         East    Units  Estimated Accuracy
 NV0493;SPC ID W     -   142,460.      836,930.      MT  (+/- 180 meters Scaled)
 NV0493
 NV0493                          SUPERSEDED SURVEY CONTROL
 NV0493
 NV0493  NGVD 29 (??/??/92)  785.10   (m)         2575.8    (f) COMPUTED    1 2
 NV0493
 NV0493.Superseded values are not recommended for survey control.
 NV0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0493.See file dsdata.txt to determine how the superseded data were derived.
 NV0493
 NV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH388564(NAD 83)
 NV0493_MARKER: DD = SURVEY DISK
 NV0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0493_SP_SET: FOUNDATION
 NV0493_STAMPING: D 3481
 NV0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0493
 NV0493  HISTORY     - Date     Condition        Report By
 NV0493  HISTORY     - UNK      MONUMENTED       IDGS
 NV0493  HISTORY     - 1944     GOOD             USGS
 NV0493  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0493
 NV0493                          STATION DESCRIPTION
 NV0493
 NV0493'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 NV0493'0.3 MI S FROM GLENNS FERRY.
 NV0493'AT GLENNS FERRY, 0.3 MILES SOUTH OF THE UNION PACIFIC RAILROAD
 NV0493'STATION, AT THE WATER TANK, IN THE TOP OF THE CONCRETE FOUNDATION
 NV0493'SUPPORTING THE TWO WEST PIERS, 3.6 FEET FROM THE WEST END OF THE PIER
 NV0493'AND 191 FEET EAST OF THE CENTER LINE OF COMMERCIAL STREET.
 NV0493
 NV0493                          STATION RECOVERY (1983)
 NV0493
 NV0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0493'NOT RECOVERED.  FOUNDATION DESCRIBED IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0491 ***********************************************************************
 NV0491  DESIGNATION -  D 3482
 NV0491  PID         -  NV0491
 NV0491  STATE/COUNTY-  ID/ELMORE
 NV0491  USGS QUAD   -  GLENNS FERRY (1992)
 NV0491
 NV0491                         *CURRENT SURVEY CONTROL
 NV0491  ___________________________________________________________________
 NV0491* NAD 83(1986)-  42 57 12.     (N)    115 17 58.     (W)     SCALED    
 NV0491* NAVD 88     -       780.961  (meters)    2562.20   (feet)  ADJUSTED  
 NV0491  ___________________________________________________________________
 NV0491  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 NV0491  DYNAMIC HT  -         780.642 (meters)    2561.16  (feet)  COMP
 NV0491  MODELED GRAV-     980,186.8   (mgal)                       NAVD 88
 NV0491
 NV0491  VERT ORDER  -  FIRST     CLASS II
 NV0491
 NV0491.The horizontal coordinates were scaled from a topographic map and have
 NV0491.an estimated accuracy of +/- 6 seconds.
 NV0491
 NV0491.The orthometric height was determined by differential leveling
 NV0491.and adjusted by the National Geodetic Survey in June 1991..
 NV0491.WARNING-Repeat measurements at this control monument indicate possible
 NV0491.vertical movement.
 NV0491
 NV0491.The geoid height was determined by GEOID03.
 NV0491
 NV0491.The dynamic height is computed by dividing the NAVD 88
 NV0491.geopotential number by the normal gravity value computed on the
 NV0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0491.degrees latitude (g = 980.6199 gals.).
 NV0491
 NV0491.The modeled gravity was interpolated from observed gravity values.
 NV0491
 NV0491;                    North         East    Units  Estimated Accuracy
 NV0491;SPC ID W     -   143,010.      836,760.      MT  (+/- 180 meters Scaled)
 NV0491
 NV0491                          SUPERSEDED SURVEY CONTROL
 NV0491
 NV0491  NGVD 29 (??/??/92)  780.14   (m)         2559.5    (f) COMPUTED    1 2
 NV0491
 NV0491.Superseded values are not recommended for survey control.
 NV0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0491.See file dsdata.txt to determine how the superseded data were derived.
 NV0491
 NV0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH387570(NAD 83)
 NV0491_MARKER: DD = SURVEY DISK
 NV0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0491_STAMPING: D 3482
 NV0491_MARK LOGO: IDGS  
 NV0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0491+STABILITY: SURFACE MOTION
 NV0491
 NV0491  HISTORY     - Date     Condition        Report By
 NV0491  HISTORY     - UNK      MONUMENTED       IDGS
 NV0491  HISTORY     - 1960     GOOD             NGS
 NV0491  HISTORY     - 1983     POOR             NGS
 NV0491
 NV0491                          STATION DESCRIPTION
 NV0491
 NV0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NV0491'IN GLENNS FERRY.
 NV0491'ABOUT 0.1 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0491'STATION AT GLENNS FERRY, 40 FEET NORTHEAST OF THE CENTER LINE OF
 NV0491'COMMERCIAL STREET, 16 FEET WEST OF MILEPOLE 374, 31.6 FEET SOUTHEAST
 NV0491'OF THE SOUTHEAST RAIL OF THE EAST BOUND TRACK, 5.4 FEET NORTH OF THE
 NV0491'NORTH CORNER OF THE WATCHMANS SHELTER, 7.7 FEET EAST OF A FIRE
 NV0491'HYDRANT, ABOUT 1 FOOT HIGHER THAN THE TRACK AND IN THE TOP OF A
 NV0491'CONCRETE POST PROJECTING 1.3 FEET.
 NV0491
 NV0491                          STATION RECOVERY (1983)
 NV0491
 NV0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0491'RECOVERED IN POOR CONDITION.  DESCRIPTION IS ADEQUATE EXCEPT THE
 NV0491'CONCRETE POST IS LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0494 ***********************************************************************
 NV0494  DESIGNATION -  D 3483
 NV0494  PID         -  NV0494
 NV0494  STATE/COUNTY-  ID/ELMORE
 NV0494  USGS QUAD   -  GLENNS FERRY (1992)
 NV0494
 NV0494                         *CURRENT SURVEY CONTROL
 NV0494  ___________________________________________________________________
 NV0494* NAD 83(1986)-  42 57 30.     (N)    115 16 54.     (W)     SCALED    
 NV0494* NAVD 88     -       775.619  (meters)    2544.68   (feet)  ADJUSTED  
 NV0494  ___________________________________________________________________
 NV0494  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 NV0494  DYNAMIC HT  -         775.297 (meters)    2543.62  (feet)  COMP
 NV0494  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 NV0494
 NV0494  VERT ORDER  -  FIRST     CLASS II
 NV0494
 NV0494.The horizontal coordinates were scaled from a topographic map and have
 NV0494.an estimated accuracy of +/- 6 seconds.
 NV0494
 NV0494.The orthometric height was determined by differential leveling
 NV0494.and adjusted by the National Geodetic Survey in June 1991..
 NV0494
 NV0494.The geoid height was determined by GEOID03.
 NV0494
 NV0494.The dynamic height is computed by dividing the NAVD 88
 NV0494.geopotential number by the normal gravity value computed on the
 NV0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0494.degrees latitude (g = 980.6199 gals.).
 NV0494
 NV0494.The modeled gravity was interpolated from observed gravity values.
 NV0494
 NV0494;                    North         East    Units  Estimated Accuracy
 NV0494;SPC ID W     -   143,570.      838,210.      MT  (+/- 180 meters Scaled)
 NV0494
 NV0494                          SUPERSEDED SURVEY CONTROL
 NV0494
 NV0494  NGVD 29 (??/??/92)  774.837  (m)         2542.11   (f) ADJ UNCH    1 2
 NV0494
 NV0494.Superseded values are not recommended for survey control.
 NV0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0494.See file dsdata.txt to determine how the superseded data were derived.
 NV0494
 NV0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH401576(NAD 83)
 NV0494_MARKER: DD = SURVEY DISK
 NV0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0494_STAMPING: D 3483
 NV0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0494+STABILITY: SURFACE MOTION
 NV0494
 NV0494  HISTORY     - Date     Condition        Report By
 NV0494  HISTORY     - UNK      MONUMENTED       IDGS
 NV0494  HISTORY     - 1944     GOOD             NGS
 NV0494
 NV0494                          STATION DESCRIPTION
 NV0494
 NV0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NV0494'0.9 MI E FROM GLENNS FERRY.
 NV0494'0.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0494'GLENNS FERRY, 189 FEET SOUTHWEST OF THE CENTER OF AN UNDERPASS, 50
 NV0494'FEET NORTH OF THE CENTER LINE OF A PAVED ROAD, 160 FEET SOUTHEAST OF
 NV0494'THE MAIN TRACK, 15 FEET SOUTHWEST OF A POWER TRANSMISSION POLE (243
 NV0494'AND NEAR A WHITE WOODEN WITNESS POST.)  SET IN THE TOP OF A CONCRETE
 NV0494'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0447 ***********************************************************************
 RZ0447  DESIGNATION -  D 349
 RZ0447  PID         -  RZ0447
 RZ0447  STATE/COUNTY-  ID/LATAH
 RZ0447  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0447
 RZ0447                         *CURRENT SURVEY CONTROL
 RZ0447  ___________________________________________________________________
 RZ0447* NAD 83(1986)-  46 40 02.     (N)    116 54 22.     (W)     SCALED    
 RZ0447* NAVD 88     -       840.836  (meters)    2758.64   (feet)  ADJUSTED  
 RZ0447  ___________________________________________________________________
 RZ0447  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 RZ0447  DYNAMIC HT  -         840.769 (meters)    2758.42  (feet)  COMP
 RZ0447  MODELED GRAV-     980,505.5   (mgal)                       NAVD 88
 RZ0447
 RZ0447  VERT ORDER  -  SECOND    CLASS 0
 RZ0447
 RZ0447.The horizontal coordinates were scaled from a topographic map and have
 RZ0447.an estimated accuracy of +/- 6 seconds.
 RZ0447
 RZ0447.The orthometric height was determined by differential leveling
 RZ0447.and adjusted by the National Geodetic Survey in June 1991..
 RZ0447
 RZ0447.The geoid height was determined by GEOID03.
 RZ0447
 RZ0447.The dynamic height is computed by dividing the NAVD 88
 RZ0447.geopotential number by the normal gravity value computed on the
 RZ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0447.degrees latitude (g = 980.6199 gals.).
 RZ0447
 RZ0447.The modeled gravity was interpolated from observed gravity values.
 RZ0447
 RZ0447;                    North         East    Units  Estimated Accuracy
 RZ0447;SPC ID W     -   556,250.      711,530.      MT  (+/- 180 meters Scaled)
 RZ0447
 RZ0447                          SUPERSEDED SURVEY CONTROL
 RZ0447
 RZ0447  NGVD 29 (??/??/92)  839.741  (m)         2755.05   (f) ADJ UNCH    2 0
 RZ0447
 RZ0447.Superseded values are not recommended for survey control.
 RZ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0447.See file dsdata.txt to determine how the superseded data were derived.
 RZ0447
 RZ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM071681(NAD 83)
 RZ0447_MARKER: DB = BENCH MARK DISK
 RZ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0447_STAMPING: D 349 1952
 RZ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0447+STABILITY: SURFACE MOTION
 RZ0447
 RZ0447  HISTORY     - Date     Condition        Report By
 RZ0447  HISTORY     - 1952     MONUMENTED       CGS
 RZ0447
 RZ0447                          STATION DESCRIPTION
 RZ0447
 RZ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0447'3.9 MI S FROM JOEL.
 RZ0447'3.9 MILES SOUTH ALONG A GRADED COUNTY ROAD FROM THE NORTHERN PACIFIC
 RZ0447'RAILWAY STATION AT JOEL, AT A POINT WHERE A POWER TRANSMISSION LINE
 RZ0447'CROSSES THE ROAD, 134 FEET NORTHEAST OF THE CENTER OF THE Y JUNCTION
 RZ0447'OF A ROAD LEADING SOUTHEAST, 59 FEET NORTHEAST OF THE NORTHEAST ONE OF
 RZ0447'TWO POWER LINE POLES, 22 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RZ0447'1.4 FEET WEST OF A FENCE, 2.2 FEET SOUTH OF A WITNESS POST, ABOUT
 RZ0447'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RZ0447'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0781 ***********************************************************************
 OH0781  DESIGNATION -  D 3495
 OH0781  PID         -  OH0781
 OH0781  STATE/COUNTY-  ID/CANYON
 OH0781  USGS QUAD   -  CALDWELL (1971)
 OH0781
 OH0781                         *CURRENT SURVEY CONTROL
 OH0781  ___________________________________________________________________
 OH0781* NAD 83(1986)-  43 39 20.     (N)    116 40 37.     (W)     SCALED    
 OH0781* NAVD 88     -       732.102  (meters)    2401.90   (feet)  ADJUSTED  
 OH0781  ___________________________________________________________________
 OH0781  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 OH0781  DYNAMIC HT  -         731.854 (meters)    2401.09  (feet)  COMP
 OH0781  MODELED GRAV-     980,255.7   (mgal)                       NAVD 88
 OH0781
 OH0781  VERT ORDER  -  SECOND    CLASS 0
 OH0781
 OH0781.The horizontal coordinates were scaled from a topographic map and have
 OH0781.an estimated accuracy of +/- 6 seconds.
 OH0781
 OH0781.The orthometric height was determined by differential leveling
 OH0781.and adjusted by the National Geodetic Survey in June 1991..
 OH0781
 OH0781.The geoid height was determined by GEOID03.
 OH0781
 OH0781.The dynamic height is computed by dividing the NAVD 88
 OH0781.geopotential number by the normal gravity value computed on the
 OH0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0781.degrees latitude (g = 980.6199 gals.).
 OH0781
 OH0781.The modeled gravity was interpolated from observed gravity values.
 OH0781
 OH0781;                    North         East    Units  Estimated Accuracy
 OH0781;SPC ID W     -   221,340.      725,230.      MT  (+/- 180 meters Scaled)
 OH0781
 OH0781                          SUPERSEDED SURVEY CONTROL
 OH0781
 OH0781  NGVD 29 (??/??/92)  731.168  (m)         2398.84   (f) ADJ UNCH    2 0
 OH0781
 OH0781.Superseded values are not recommended for survey control.
 OH0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0781.See file dsdata.txt to determine how the superseded data were derived.
 OH0781
 OH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ260336(NAD 83)
 OH0781_MARKER: DD = SURVEY DISK
 OH0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0781_STAMPING: D 3495
 OH0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0781+STABILITY: SURFACE MOTION
 OH0781
 OH0781  HISTORY     - Date     Condition        Report By
 OH0781  HISTORY     - UNK      MONUMENTED       IDGS
 OH0781  HISTORY     - 1951     GOOD             NGS
 OH0781  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0781
 OH0781                          STATION DESCRIPTION
 OH0781
 OH0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0781'IN CALDWELL.
 OH0781'AT THE INTERSECTION OF CLEVELAND AVE. AND SOUTH 20TH AVE. AND IN THE
 OH0781'SOUTH CORNER OF INTERSECTION IN GRASS BURM AT THE COLLEGE OF IDAHO
 OH0781'CAMPAS, 41 1/2 FEET SOUTHEAST OF THE CENTER LINE OF SOUGH 20TH AVE.,
 OH0781'29.5 FEET SOUTHWEST OF THE CENTER LINE OF CLEVELAND AVE. AND HIGHWAY
 OH0781'30, 2.4 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE SIDEWALK, 2.9 FEET
 OH0781'NORTHWEST OF THE NORTHWEST EDGE OF CONCRETE CURB OF DRIVE WAY, 1.2
 OH0781'FEET SOUTHEAST OF A TREE IN THE BURN, AND ABOUT LEVEL WITH THE ROAD,
 OH0781'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OH0781
 OH0781                          STATION RECOVERY (1983)
 OH0781
 OH0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0781'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0775 ***********************************************************************
 OH0775  DESIGNATION -  D 3497
 OH0775  PID         -  OH0775
 OH0775  STATE/COUNTY-  ID/CANYON
 OH0775  USGS QUAD   -  CALDWELL (1971)
 OH0775
 OH0775                         *CURRENT SURVEY CONTROL
 OH0775  ___________________________________________________________________
 OH0775* NAD 83(1986)-  43 40 02.     (N)    116 42 13.     (W)     SCALED    
 OH0775* NAVD 88     -       718.456  (meters)    2357.13   (feet)  ADJUSTED  
 OH0775  ___________________________________________________________________
 OH0775  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 OH0775  DYNAMIC HT  -         718.214 (meters)    2356.34  (feet)  COMP
 OH0775  MODELED GRAV-     980,258.7   (mgal)                       NAVD 88
 OH0775
 OH0775  VERT ORDER  -  SECOND    CLASS 0
 OH0775
 OH0775.The horizontal coordinates were scaled from a topographic map and have
 OH0775.an estimated accuracy of +/- 6 seconds.
 OH0775
 OH0775.The orthometric height was determined by differential leveling
 OH0775.and adjusted by the National Geodetic Survey in June 1991..
 OH0775
 OH0775.The geoid height was determined by GEOID03.
 OH0775
 OH0775.The dynamic height is computed by dividing the NAVD 88
 OH0775.geopotential number by the normal gravity value computed on the
 OH0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0775.degrees latitude (g = 980.6199 gals.).
 OH0775
 OH0775.The modeled gravity was interpolated from observed gravity values.
 OH0775
 OH0775;                    North         East    Units  Estimated Accuracy
 OH0775;SPC ID W     -   222,660.      723,090.      MT  (+/- 180 meters Scaled)
 OH0775
 OH0775                          SUPERSEDED SURVEY CONTROL
 OH0775
 OH0775  NGVD 29 (??/??/92)  717.523  (m)         2354.07   (f) ADJ UNCH    2 0
 OH0775
 OH0775.Superseded values are not recommended for survey control.
 OH0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0775.See file dsdata.txt to determine how the superseded data were derived.
 OH0775
 OH0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ238349(NAD 83)
 OH0775_MARKER: DD = SURVEY DISK
 OH0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0775_STAMPING: D 3497
 OH0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0775+STABILITY: SURFACE MOTION
 OH0775
 OH0775  HISTORY     - Date     Condition        Report By
 OH0775  HISTORY     - UNK      MONUMENTED       IDGS
 OH0775  HISTORY     - 1951     GOOD             NGS
 OH0775  HISTORY     - 1975     GOOD             NGS
 OH0775
 OH0775                          STATION DESCRIPTION
 OH0775
 OH0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0775'IN CALDWELL.
 OH0775'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, .05 MILE TO
 OH0775'KIMBALL AVE., THENCE 0.4 MILE SOUTHWEST ALONG KIMBALL AVE TO EVERETT
 OH0775'STREET, THENCE 0.75 MILES NORTHWEST ON EVERETT STREET TO THE AIR PORT,
 OH0775'AT THE CALDWELL AIR PORT AND IN ABOUT THE CENTER OF A FISH POND, AT
 OH0775'THE OFFICE AND CONTROL BUILDING, 28.5 FEET NORTHWEST OF THE FLAG POLE,
 OH0775'27.3 FEET SOUTHWEST OF THE CENTER OF THE GATE AND WALK, 24.6 FEET EAST
 OH0775'OF THE CENTER OF THE DOOR TO THE OFFICE, 10.5 FEET WEST OF AN ARTESAIN
 OH0775'WELL, AND ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A
 OH0775'CONCRETE POST PROJECTING 0.2 FOOT OUT OF THE WATER.
 OH0775
 OH0775                          STATION RECOVERY (1975)
 OH0775
 OH0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OH0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0778 ***********************************************************************
 OH0778  DESIGNATION -  D 3498
 OH0778  PID         -  OH0778
 OH0778  STATE/COUNTY-  ID/CANYON
 OH0778  USGS QUAD   -  CALDWELL (1971)
 OH0778
 OH0778                         *CURRENT SURVEY CONTROL
 OH0778  ___________________________________________________________________
 OH0778* NAD 83(1986)-  43 39 52.     (N)    116 41 23.     (W)     SCALED    
 OH0778* NAVD 88     -       722.772  (meters)    2371.29   (feet)  ADJUSTED  
 OH0778  ___________________________________________________________________
 OH0778  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 OH0778  DYNAMIC HT  -         722.527 (meters)    2370.49  (feet)  COMP
 OH0778  MODELED GRAV-     980,257.9   (mgal)                       NAVD 88
 OH0778
 OH0778  VERT ORDER  -  SECOND    CLASS 0
 OH0778
 OH0778.The horizontal coordinates were scaled from a topographic map and have
 OH0778.an estimated accuracy of +/- 6 seconds.
 OH0778
 OH0778.The orthometric height was determined by differential leveling
 OH0778.and adjusted by the National Geodetic Survey in June 1991..
 OH0778
 OH0778.The geoid height was determined by GEOID03.
 OH0778
 OH0778.The dynamic height is computed by dividing the NAVD 88
 OH0778.geopotential number by the normal gravity value computed on the
 OH0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0778.degrees latitude (g = 980.6199 gals.).
 OH0778
 OH0778.The modeled gravity was interpolated from observed gravity values.
 OH0778
 OH0778;                    North         East    Units  Estimated Accuracy
 OH0778;SPC ID W     -   222,340.      724,210.      MT  (+/- 180 meters Scaled)
 OH0778
 OH0778                          SUPERSEDED SURVEY CONTROL
 OH0778
 OH0778  NGVD 29 (??/??/92)  721.84   (m)         2368.2    (f) COMPUTED    2 0
 OH0778
 OH0778.Superseded values are not recommended for survey control.
 OH0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0778.See file dsdata.txt to determine how the superseded data were derived.
 OH0778
 OH0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ250346(NAD 83)
 OH0778_MARKER: DB = BENCH MARK DISK
 OH0778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0778_SP_SET: SIDEWALK
 OH0778_STAMPING: D 3498
 OH0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0778
 OH0778  HISTORY     - Date     Condition        Report By
 OH0778  HISTORY     - UNK      MONUMENTED       IDGS
 OH0778  HISTORY     - 1951     GOOD             NGS
 OH0778  HISTORY     - 1975     GOOD             NGS
 OH0778  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0778
 OH0778                          STATION DESCRIPTION
 OH0778
 OH0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0778'IN CALDWELL.
 OH0778'AT THE INTERSECTION OF KIMBALL AND CLEVELAND AVE., IN THE SIDEWALK OF
 OH0778'THE NORTHEAST CORNER OF INTERSECTION AT THE JUNCTION OF HIGHWAYS 30
 OH0778'AND 19, SOUTHWEST OF THE ODD FELLOWS TEMPLE, 50.8 FEET SOUTHEAST OF
 OH0778'THE SOUTH CORNER OF THE ODD FELLOWS TEMPLE BUILDING, 30 FEET NORTHEAST
 OH0778'OF THE CENTER LINE OF CLEVELAND AVE. 30 1/2 FEET NORTHWEST OF THE
 OH0778'CENTER LINE OF SOUTH KIMBALL AVE., 3.4 FEET NORTH OF A CONCRETE LAMP
 OH0778'POLE, 5.4 FEET NORTH OF A POWER LINE POLE FOR OVERHEAD STOP LIGHT, AND
 OH0778'ABOUT 0.4 FOOT HIGHER THAN THE KIMBALL AVE., AND SET IN THE TOP OF A
 OH0778'CONCRETE POST FLUSH WITH THE CONCRETE SIDEWALK.
 OH0778
 OH0778                          STATION RECOVERY (1975)
 OH0778
 OH0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OH0778'RECOVERED IN GOOD CONDITION.
 OH0778
 OH0778                          STATION RECOVERY (1983)
 OH0778
 OH0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0778'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0772 ***********************************************************************
 OH0772  DESIGNATION -  D 3499
 OH0772  PID         -  OH0772
 OH0772  STATE/COUNTY-  ID/CANYON
 OH0772  USGS QUAD   -  CALDWELL (1971)
 OH0772
 OH0772                         *CURRENT SURVEY CONTROL
 OH0772  ___________________________________________________________________
 OH0772* NAD 83(1986)-  43 39 18.     (N)    116 41 51.     (W)     SCALED    
 OH0772* NAVD 88     -       726.683  (meters)    2384.13   (feet)  ADJUSTED  
 OH0772  ___________________________________________________________________
 OH0772  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 OH0772  DYNAMIC HT  -         726.435 (meters)    2383.31  (feet)  COMP
 OH0772  MODELED GRAV-     980,254.3   (mgal)                       NAVD 88
 OH0772
 OH0772  VERT ORDER  -  SECOND    CLASS 0
 OH0772
 OH0772.The horizontal coordinates were scaled from a topographic map and have
 OH0772.an estimated accuracy of +/- 6 seconds.
 OH0772
 OH0772.The orthometric height was determined by differential leveling
 OH0772.and adjusted by the National Geodetic Survey in June 1991..
 OH0772
 OH0772.The geoid height was determined by GEOID03.
 OH0772
 OH0772.The dynamic height is computed by dividing the NAVD 88
 OH0772.geopotential number by the normal gravity value computed on the
 OH0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0772.degrees latitude (g = 980.6199 gals.).
 OH0772
 OH0772.The modeled gravity was interpolated from observed gravity values.
 OH0772
 OH0772;                    North         East    Units  Estimated Accuracy
 OH0772;SPC ID W     -   221,300.      723,570.      MT  (+/- 180 meters Scaled)
 OH0772
 OH0772                          SUPERSEDED SURVEY CONTROL
 OH0772
 OH0772  NGVD 29 (??/??/92)  725.748  (m)         2381.06   (f) ADJ UNCH    2 0
 OH0772
 OH0772.Superseded values are not recommended for survey control.
 OH0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0772.See file dsdata.txt to determine how the superseded data were derived.
 OH0772
 OH0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ243336(NAD 83)
 OH0772_MARKER: DD = SURVEY DISK
 OH0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0772_STAMPING: D 3499
 OH0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0772+STABILITY: SURFACE MOTION
 OH0772
 OH0772  HISTORY     - Date     Condition        Report By
 OH0772  HISTORY     - UNK      MONUMENTED       IDGS
 OH0772  HISTORY     - 1951     GOOD             NGS
 OH0772  HISTORY     - 1958     MARK NOT FOUND   NGS
 OH0772  HISTORY     - 1975     MARK NOT FOUND   NGS
 OH0772
 OH0772                          STATION DESCRIPTION
 OH0772
 OH0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0772'1.1 MI S FROM CALDWELL.
 OH0772'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, .05 MILE
 OH0772'SOUTHEAST TO KIMBALL AVE., THENCE 1.1 MILES SOUTHWEST ALONG KIMBALL
 OH0772'AVE., AT THE INTERSECTION OF KIMBALL AVE. AND LOGAN STREET, AT THE
 OH0772'CALDWELL SANATARIUM AND AT THE NORTHWEST CORNER OF THE LAWN, 185 1/2
 OH0772'FEET EAST OF THE CENTER LINE OF KIMBALL AVE., 90.8 FEET NORTH OF THE
 OH0772'NORTHWEST CORNER OF CALDWELL SANATARIUM BUILDING, 27 1/2 FEET SOUTH OF
 OH0772'THE CENTER LINE OF LOGAN STREET, 6 FEET EAST OF THE CENTER LINE OF THE
 OH0772'DRIVE WAY TO THE SANATARIUM, 1.5 FEET SOUTH OF THE SOUTH EDGE OF THE
 OH0772'EAST WEST WALK, 1.7 FEET EAST OF THE EAST EDGE OF THE CURB OF THE
 OH0772'DRIVE WAY TO THE SANATARIUM, AND ABOUT LEVEL WITH THE STREET, AND SET
 OH0772'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OH0772
 OH0772                          STATION RECOVERY (1958)
 OH0772
 OH0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 OH0772'MARK NOT FOUND.
 OH0772
 OH0772                          STATION RECOVERY (1975)
 OH0772
 OH0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OH0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0520 ***********************************************************************
 OY0520  DESIGNATION -  D 35
 OY0520  PID         -  OY0520
 OY0520  STATE/COUNTY-  ID/BUTTE
 OY0520  USGS QUAD   -  BUTTE CITY (1972)
 OY0520
 OY0520                         *CURRENT SURVEY CONTROL
 OY0520  ___________________________________________________________________
 OY0520* NAD 83(1986)-  43 36 36.     (N)    113 13 32.     (W)     SCALED    
 OY0520* NAVD 88     -      1626.766  (meters)    5337.15   (feet)  ADJUSTED  
 OY0520  ___________________________________________________________________
 OY0520  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 OY0520  DYNAMIC HT  -        1625.860 (meters)    5334.18  (feet)  COMP
 OY0520  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 OY0520
 OY0520  VERT ORDER  -  SECOND    CLASS 0
 OY0520
 OY0520.The horizontal coordinates were scaled from a topographic map and have
 OY0520.an estimated accuracy of +/- 6 seconds.
 OY0520
 OY0520.The orthometric height was determined by differential leveling
 OY0520.and adjusted by the National Geodetic Survey in June 1991..
 OY0520
 OY0520.The geoid height was determined by GEOID03.
 OY0520
 OY0520.The dynamic height is computed by dividing the NAVD 88
 OY0520.geopotential number by the normal gravity value computed on the
 OY0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0520.degrees latitude (g = 980.6199 gals.).
 OY0520
 OY0520.The modeled gravity was interpolated from observed gravity values.
 OY0520
 OY0520;                    North         East    Units  Estimated Accuracy
 OY0520;SPC ID C     -   216,160.      562,520.      MT  (+/- 180 meters Scaled)
 OY0520
 OY0520                          SUPERSEDED SURVEY CONTROL
 OY0520
 OY0520.No superseded survey control is available for this station.
 OY0520
 OY0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP204309(NAD 83)
 OY0520_MARKER: DB = BENCH MARK DISK
 OY0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0520_STAMPING: D 35 1934
 OY0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0520+STABILITY: SURFACE MOTION
 OY0520
 OY0520  HISTORY     - Date     Condition        Report By
 OY0520  HISTORY     - 1934     MONUMENTED       CGS
 OY0520  HISTORY     - 1936     GOOD             NGS
 OY0520  HISTORY     - 1972     MARK NOT FOUND   USGS
 OY0520
 OY0520                          STATION DESCRIPTION
 OY0520
 OY0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0520'4.7 MI E FROM ARCO.
 OY0520'4.7 MILES EAST ALONG STATE HIGHWAY 22 FROM THE COUNTY COURTHOUSE AT
 OY0520'ARCO, BUTTE COUNTY, 0.2 MILE NORTH OF A FARMHOUSE, AT THE FOOT OF A
 OY0520'GRADUAL INCLINE, 125 FEET SOUTHEAST OF A LARGE CONCRETE CULVERT, 120
 OY0520'FEET EAST OF AN IRRIGATION DITCH, 70 FEET SOUTH OF THE CENTERLINE OF
 OY0520'THE HIGHWAY, AND 50 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED D
 OY0520'35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OY0520
 OY0520                          STATION RECOVERY (1972)
 OY0520
 OY0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0846 ***********************************************************************
 RZ0846  DESIGNATION -  D 350
 RZ0846  PID         -  RZ0846
 RZ0846  STATE/COUNTY-  ID/LATAH
 RZ0846  USGS QUAD   -  UNIONTOWN (1964)
 RZ0846
 RZ0846                         *CURRENT SURVEY CONTROL
 RZ0846  ___________________________________________________________________
 RZ0846* NAD 83(1986)-  46 36 14.     (N)    117 02 22.     (W)     SCALED    
 RZ0846* NAVD 88     -       840.413  (meters)    2757.26   (feet)  ADJUSTED  
 RZ0846  ___________________________________________________________________
 RZ0846  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 RZ0846  DYNAMIC HT  -         840.347 (meters)    2757.04  (feet)  COMP
 RZ0846  MODELED GRAV-     980,507.7   (mgal)                       NAVD 88
 RZ0846
 RZ0846  VERT ORDER  -  SECOND    CLASS 0
 RZ0846
 RZ0846.The horizontal coordinates were scaled from a topographic map and have
 RZ0846.an estimated accuracy of +/- 6 seconds.
 RZ0846
 RZ0846.The orthometric height was determined by differential leveling
 RZ0846.and adjusted by the National Geodetic Survey in June 1991..
 RZ0846
 RZ0846.The geoid height was determined by GEOID03.
 RZ0846
 RZ0846.The dynamic height is computed by dividing the NAVD 88
 RZ0846.geopotential number by the normal gravity value computed on the
 RZ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0846.degrees latitude (g = 980.6199 gals.).
 RZ0846
 RZ0846.The modeled gravity was interpolated from observed gravity values.
 RZ0846
 RZ0846;                    North         East    Units  Estimated Accuracy
 RZ0846;SPC ID W     -   549,370.      701,220.      MT  (+/- 180 meters Scaled)
 RZ0846
 RZ0846                          SUPERSEDED SURVEY CONTROL
 RZ0846
 RZ0846  NGVD 29 (??/??/92)  839.325  (m)         2753.69   (f) ADJ UNCH    2 0
 RZ0846
 RZ0846.Superseded values are not recommended for survey control.
 RZ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0846.See file dsdata.txt to determine how the superseded data were derived.
 RZ0846
 RZ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM969611(NAD 83)
 RZ0846_MARKER: DB = BENCH MARK DISK
 RZ0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0846_STAMPING: D 350 1952
 RZ0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0846+STABILITY: SURFACE MOTION
 RZ0846
 RZ0846  HISTORY     - Date     Condition        Report By
 RZ0846  HISTORY     - 1952     MONUMENTED       CGS
 RZ0846
 RZ0846                          STATION DESCRIPTION
 RZ0846
 RZ0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0846'5.9 MI NE FROM COLTON, WA.
 RZ0846'1.0 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0846'COLTON, THENCE 3.6 MILES NORTHEAST ALONG A GRADED COUNTY ROAD, THENCE
 RZ0846'1.3 MILES EAST ALONG A COUNTY ROAD, 0.2 MILE SOUTHEAST OF THE T
 RZ0846'JUNCTION OF A ROAD LEADING SOUTHEAST, AT THE IDAHO-WASHINGTON STATE
 RZ0846'LINE, 57 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING
 RZ0846'SOUTHEAST TO A RANCHHOUSE, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RZ0846'ROAD, 2.6 FEET NORTHWEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, 2.3
 RZ0846'FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 RZ0846'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0688 ***********************************************************************
 NV0688  DESIGNATION -  D 3501
 NV0688  PID         -  NV0688
 NV0688  STATE/COUNTY-  ID/OWYHEE
 NV0688  USGS QUAD   -  CROWBAR GULCH (1980)
 NV0688
 NV0688                         *CURRENT SURVEY CONTROL
 NV0688  ___________________________________________________________________
 NV0688* NAD 83(1986)-  42 44 24.     (N)    115 38 27.     (W)     SCALED    
 NV0688* NAVD 88     -      1083.060  (meters)    3553.34   (feet)  ADJUSTED  
 NV0688  ___________________________________________________________________
 NV0688  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 NV0688  DYNAMIC HT  -        1082.509 (meters)    3551.53  (feet)  COMP
 NV0688  MODELED GRAV-     980,074.5   (mgal)                       NAVD 88
 NV0688
 NV0688  VERT ORDER  -  SECOND    CLASS 0
 NV0688
 NV0688.The horizontal coordinates were scaled from a topographic map and have
 NV0688.an estimated accuracy of +/- 6 seconds.
 NV0688
 NV0688.The orthometric height was determined by differential leveling
 NV0688.and adjusted by the National Geodetic Survey in June 1991..
 NV0688
 NV0688.The geoid height was determined by GEOID03.
 NV0688
 NV0688.The dynamic height is computed by dividing the NAVD 88
 NV0688.geopotential number by the normal gravity value computed on the
 NV0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0688.degrees latitude (g = 980.6199 gals.).
 NV0688
 NV0688.The modeled gravity was interpolated from observed gravity values.
 NV0688
 NV0688;                    North         East    Units  Estimated Accuracy
 NV0688;SPC ID W     -   119,220.      808,940.      MT  (+/- 180 meters Scaled)
 NV0688
 NV0688                          SUPERSEDED SURVEY CONTROL
 NV0688
 NV0688  NGVD 29 (??/??/92) 1082.16   (m)         3550.4    (f) COMPUTED    2 0
 NV0688
 NV0688.Superseded values are not recommended for survey control.
 NV0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0688.See file dsdata.txt to determine how the superseded data were derived.
 NV0688
 NV0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH112328(NAD 83)
 NV0688_MARKER: DD = SURVEY DISK
 NV0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0688_STAMPING: D 3501
 NV0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0688+STABILITY: SURFACE MOTION
 NV0688
 NV0688  HISTORY     - Date     Condition        Report By
 NV0688  HISTORY     - UNK      MONUMENTED       IDGS
 NV0688  HISTORY     - 1935     GOOD             NGS
 NV0688  HISTORY     - 1956     MARK NOT FOUND   USGS
 NV0688  HISTORY     - 1974     GOOD             USGS
 NV0688
 NV0688                          STATION DESCRIPTION
 NV0688
 NV0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NV0688'6.9 MI SE FROM HOT SPRING.
 NV0688'6.9 MILES SE ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING BRIDGE AT
 NV0688'HOT SPRING, 42.8 MILES SW OF GLENNS FERRY, 14.4 MILES SE OF BRUNEAU,
 NV0688'13.9 MILES SW OF SAILOR CAP BUTTE, 5.0 MILES S OF PENCE BUTTE, 0.4
 NV0688'MILE E OF THE JUNCTION OF A ROAD LEADING TO THREE CREEK, 0.1 MILE W OF
 NV0688'A ROAD LEADING N ACROSS BROWNS GULCH TO INDIAN COVE, 31 FEET N OF THE
 NV0688'CENTER LINE OF THE ROAD, AND 6.5 FEET W OF A 3-INCH POST 6 FEET IN
 NV0688'HEIGHT.  SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT LOOKS AS IF IT
 NV0688'MAY BE COVERED BY DIRT FROM THE BORROW PIT ALONG THE ROAD.
 NV0688
 NV0688                          STATION RECOVERY (1956)
 NV0688
 NV0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 NV0688'MARK NOT FOUND.
 NV0688
 NV0688                          STATION RECOVERY (1974)
 NV0688
 NV0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0688'ABOUT 1/4 MILE NE ALONG STATE HWY 51 FROM CENTER OF BRUNEAU, ID, TO
 NV0688'ROAD JUNC., THEN SE ON ROAD LEADING TOWARD BRUNEAU CANYON FOR 7.6
 NV0688'MILES TO ROAD Y AT END OF PAVEMENT, THEN STRAIGHT AHEAD (SE) ALONG
 NV0688'MAIN ROAD FOR 5.5 MILES TO A Y IN THE MAIN GRADED ROADS. FROM THIS
 NV0688'POINT, TAKE A TRACK ROAD (OLD ROAD) ABOUT DUE EAST FOR 0.3 MILE TO BM
 NV0688'ON LEFT (NORTH). ABOUT 400 FEET WEST OF A Y IN TRACK ROAD, 32 FEET
 NV0688'NORTH OF CL TRACK ROAD, JUST N OF AND ACROSS ROAD FROM THE S 1/4 COR
 NV0688'S9/T8S/R7E, SET IN A 6 IN. SQ. CONCRETE POST PROJECTING 0.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0689 ***********************************************************************
 NV0689  DESIGNATION -  D 3502
 NV0689  PID         -  NV0689
 NV0689  STATE/COUNTY-  ID/OWYHEE
 NV0689  USGS QUAD   -  POT HOLE BUTTE (1981)
 NV0689
 NV0689                         *CURRENT SURVEY CONTROL
 NV0689  ___________________________________________________________________
 NV0689* NAD 83(1986)-  42 43 29.     (N)    115 37 01.     (W)     SCALED    
 NV0689* NAVD 88     -      1091.176  (meters)    3579.97   (feet)  ADJUSTED  
 NV0689  ___________________________________________________________________
 NV0689  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 NV0689  DYNAMIC HT  -        1090.625 (meters)    3578.16  (feet)  COMP
 NV0689  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 NV0689
 NV0689  VERT ORDER  -  SECOND    CLASS 0
 NV0689
 NV0689.The horizontal coordinates were scaled from a topographic map and have
 NV0689.an estimated accuracy of +/- 6 seconds.
 NV0689
 NV0689.The orthometric height was determined by differential leveling
 NV0689.and adjusted by the National Geodetic Survey in June 1991..
 NV0689
 NV0689.The geoid height was determined by GEOID03.
 NV0689
 NV0689.The dynamic height is computed by dividing the NAVD 88
 NV0689.geopotential number by the normal gravity value computed on the
 NV0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0689.degrees latitude (g = 980.6199 gals.).
 NV0689
 NV0689.The modeled gravity was interpolated from observed gravity values.
 NV0689
 NV0689;                    North         East    Units  Estimated Accuracy
 NV0689;SPC ID W     -   117,530.      810,900.      MT  (+/- 180 meters Scaled)
 NV0689
 NV0689                          SUPERSEDED SURVEY CONTROL
 NV0689
 NV0689  NGVD 29 (??/??/92) 1090.28   (m)         3577.0    (f) COMPUTED    2 0
 NV0689
 NV0689.Superseded values are not recommended for survey control.
 NV0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0689.See file dsdata.txt to determine how the superseded data were derived.
 NV0689
 NV0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH132311(NAD 83)
 NV0689_MARKER: DD = SURVEY DISK
 NV0689_SETTING: 66 = SET IN ROCK OUTCROP
 NV0689_SP_SET: ROCK OUTCROP
 NV0689_STAMPING: D 3502
 NV0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0689+STABILITY: POSITION/ELEVATION WELL
 NV0689
 NV0689  HISTORY     - Date     Condition        Report By
 NV0689  HISTORY     - UNK      MONUMENTED       IDGS
 NV0689  HISTORY     - 1935     GOOD             NGS
 NV0689  HISTORY     - 1956     MARK NOT FOUND   USGS
 NV0689
 NV0689                          STATION DESCRIPTION
 NV0689
 NV0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NV0689'8.6 MI SE FROM HOT SPRING.
 NV0689'8.6 MILES SE ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING BRIDGE AT
 NV0689'HOT SPRING, 41.1 MILES SW OF GLENNS FERRY, 12.2 MILES W OF SAILOR CAP
 NV0689'BUTTE, 7.1 MILES W OF THE JUNCTION OF A ROAD LEADING SE TO WINTER
 NV0689'CAMPS, 1.6 MILES E OF THE JUNCTION OF A ROAD LEADING N ACROSS BROWNS
 NV0689'GULCH TO INDIAN COVE, AT THE HEAD OF THE GULCH, AT A PROMINENT ROCKY
 NV0689'KMOLL, 108 FEET S OF THE CENTER LINE OF THE ROAD, AND IN THE TOP A
 NV0689'ROCKY CUTCROP.
 NV0689
 NV0689                          STATION RECOVERY (1956)
 NV0689
 NV0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 NV0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0690 ***********************************************************************
 NV0690  DESIGNATION -  D 3503
 NV0690  PID         -  NV0690
 NV0690  STATE/COUNTY-  ID/OWYHEE
 NV0690  USGS QUAD   -  POT HOLE BUTTE (1981)
 NV0690
 NV0690                         *CURRENT SURVEY CONTROL
 NV0690  ___________________________________________________________________
 NV0690* NAD 83(1986)-  42 43 09.     (N)    115 35 47.     (W)     SCALED    
 NV0690* NAVD 88     -      1106.230  (meters)    3629.36   (feet)  ADJUSTED  
 NV0690  ___________________________________________________________________
 NV0690  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 NV0690  DYNAMIC HT  -        1105.664 (meters)    3627.50  (feet)  COMP
 NV0690  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 NV0690
 NV0690  VERT ORDER  -  SECOND    CLASS 0
 NV0690
 NV0690.The horizontal coordinates were scaled from a topographic map and have
 NV0690.an estimated accuracy of +/- 6 seconds.
 NV0690
 NV0690.The orthometric height was determined by differential leveling
 NV0690.and adjusted by the National Geodetic Survey in June 1991..
 NV0690
 NV0690.The geoid height was determined by GEOID03.
 NV0690
 NV0690.The dynamic height is computed by dividing the NAVD 88
 NV0690.geopotential number by the normal gravity value computed on the
 NV0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0690.degrees latitude (g = 980.6199 gals.).
 NV0690
 NV0690.The modeled gravity was interpolated from observed gravity values.
 NV0690
 NV0690;                    North         East    Units  Estimated Accuracy
 NV0690;SPC ID W     -   116,910.      812,580.      MT  (+/- 180 meters Scaled)
 NV0690
 NV0690                          SUPERSEDED SURVEY CONTROL
 NV0690
 NV0690  NGVD 29 (??/??/92) 1105.32   (m)         3626.4    (f) COMPUTED    2 0
 NV0690
 NV0690.Superseded values are not recommended for survey control.
 NV0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0690.See file dsdata.txt to determine how the superseded data were derived.
 NV0690
 NV0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH149305(NAD 83)
 NV0690_MARKER: DD = SURVEY DISK
 NV0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0690_STAMPING: D 3503
 NV0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0690+STABILITY: SURFACE MOTION
 NV0690
 NV0690  HISTORY     - Date     Condition        Report By
 NV0690  HISTORY     - UNK      MONUMENTED       IDGS
 NV0690  HISTORY     - 1956     GOOD             USGS
 NV0690  HISTORY     - 1975     GOOD             USGS
 NV0690
 NV0690                          STATION DESCRIPTION
 NV0690
 NV0690'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 NV0690'5.9 MI SE FROM HOT SPRING.
 NV0690'5.9 MILES SE ALONG CLOVER THREE CREEK ROAD FROM THE BRIDGE OVER
 NV0690'BRUNEAU RIVER AT HOT SPRING TO ROAD JUNCTION, THENCE TAKE LEFT FORK
 NV0690'FOR 3.1 MILES TO ROAD X-ING, APPROXIMATELY 500 FEET N OF INTERSECTION
 NV0690'ON TOP OF SMALL RIDGE.  SET IN THE TOP OF A CONCRETE POST.
 NV0690
 NV0690                          STATION RECOVERY (1975)
 NV0690
 NV0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0690'ABOUT 1/4 MILE NE ALONG STATE HWY 51 FROM CENTER OF BRUNEAU, THEN
 NV0690'RIGHT (SE) ON PAVED ROAD TOWARD BRUNEAU CANYON AND THREE CREEKS FOR
 NV0690'7.6 MILES TO A ROAD Y AT END OF PAVEMENT, THEN STRAIGHT AHEAD (SE)
 NV0690'FOR 5.5 MILES TO A ROAD Y, THEN LEFT ESE FOR 2.4 MILES TO A LOCKED,
 NV0690'RESTRICTED GATE ENTERING THE SAYLOR CREEK AIR FORCE RANGE, THEN
 NV0690'STRAIGHT AHEAD ESE, FOR 0.8 MILE TO X-ING OF TRACK ROAD. BM IS 405 FT
 NV0690'NORTH OF X-ING, 345 FT NNE OF MAIN RD, 245 FT WSW OF TRACK RD, ABOUT
 NV0690'0.25 MI ENE OF THE CENTER OF S 23/T 8 S/R 7 E, SET IN THE TOP OF A
 NV0690'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0692 ***********************************************************************
 NV0692  DESIGNATION -  D 3505
 NV0692  PID         -  NV0692
 NV0692  STATE/COUNTY-  ID/OWYHEE
 NV0692  USGS QUAD   -  POT HOLE BUTTE (1981)
 NV0692
 NV0692                         *CURRENT SURVEY CONTROL
 NV0692  ___________________________________________________________________
 NV0692* NAD 83(1986)-  42 42 23.     (N)    115 33 20.     (W)     SCALED    
 NV0692* NAVD 88     -      1129.057  (meters)    3704.25   (feet)  ADJUSTED  
 NV0692  ___________________________________________________________________
 NV0692  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 NV0692  DYNAMIC HT  -        1128.469 (meters)    3702.32  (feet)  COMP
 NV0692  MODELED GRAV-     980,061.0   (mgal)                       NAVD 88
 NV0692
 NV0692  VERT ORDER  -  SECOND    CLASS 0
 NV0692
 NV0692.The horizontal coordinates were scaled from a topographic map and have
 NV0692.an estimated accuracy of +/- 6 seconds.
 NV0692
 NV0692.The orthometric height was determined by differential leveling
 NV0692.and adjusted by the National Geodetic Survey in June 1991..
 NV0692
 NV0692.The geoid height was determined by GEOID03.
 NV0692
 NV0692.The dynamic height is computed by dividing the NAVD 88
 NV0692.geopotential number by the normal gravity value computed on the
 NV0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0692.degrees latitude (g = 980.6199 gals.).
 NV0692
 NV0692.The modeled gravity was interpolated from observed gravity values.
 NV0692
 NV0692;                    North         East    Units  Estimated Accuracy
 NV0692;SPC ID W     -   115,500.      815,930.      MT  (+/- 180 meters Scaled)
 NV0692
 NV0692                          SUPERSEDED SURVEY CONTROL
 NV0692
 NV0692  NGVD 29 (??/??/92) 1128.13   (m)         3701.2    (f) COMPUTED    2 0
 NV0692
 NV0692.Superseded values are not recommended for survey control.
 NV0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0692.See file dsdata.txt to determine how the superseded data were derived.
 NV0692
 NV0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH182292(NAD 83)
 NV0692_MARKER: DB = BENCH MARK DISK
 NV0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0692_STAMPING: D 3505
 NV0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0692+STABILITY: SURFACE MOTION
 NV0692
 NV0692  HISTORY     - Date     Condition        Report By
 NV0692  HISTORY     - UNK      MONUMENTED       IDGS
 NV0692  HISTORY     - 1935     GOOD             NGS
 NV0692  HISTORY     - 1956     MARK NOT FOUND   USGS
 NV0692
 NV0692                          STATION DESCRIPTION
 NV0692
 NV0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NV0692'12.1 MI SE FROM HOT SPRING.
 NV0692'12.1 MILES SOUTHEAST ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING
 NV0692'BRIDGE AT HOT SPRING, 8.5 MILES SOUTHWEST OF SAILOR CAP BUTTE, 5.8
 NV0692'MILES EAST OF THE JUNCTION OF A ROAD LEADING TO THREE CREEK, 3.1 MILES
 NV0692'WEST OF THE JUNCTION OF A ROAD LEADING TO INDIAN COVE, 0.5 MILE EAST
 NV0692'OF THE HEAD OF A DRAW, AND 25 FEET N OF THE CENTER LINE OF THE ROAD.
 NV0692'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE SIDE OF THE ROAD WHERE
 NV0692'THIS BM IS SUPPOSED TO BE HAS BEEN PLOWED UP.  BM HAS EITHER BEEN
 NV0692'DESTROYED OR COVERED.
 NV0692
 NV0692                          STATION RECOVERY (1956)
 NV0692
 NV0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 NV0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0539 ***********************************************************************
 NV0539  DESIGNATION -  D 3506
 NV0539  PID         -  NV0539
 NV0539  STATE/COUNTY-  ID/OWYHEE
 NV0539  USGS QUAD   -  BLACK BUTTE EAST (1980)
 NV0539
 NV0539                         *CURRENT SURVEY CONTROL
 NV0539  ___________________________________________________________________
 NV0539* NAD 83(1986)-  42 40 56.     (N)    115 15 19.     (W)     SCALED    
 NV0539* NAVD 88     -      1042.550  (meters)    3420.43   (feet)  ADJUSTED  
 NV0539  ___________________________________________________________________
 NV0539  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 NV0539  DYNAMIC HT  -        1042.016 (meters)    3418.68  (feet)  COMP
 NV0539  MODELED GRAV-     980,073.1   (mgal)                       NAVD 88
 NV0539
 NV0539  VERT ORDER  -  SECOND    CLASS 0
 NV0539
 NV0539.The horizontal coordinates were scaled from a topographic map and have
 NV0539.an estimated accuracy of +/- 6 seconds.
 NV0539
 NV0539.The orthometric height was determined by differential leveling
 NV0539.and adjusted by the National Geodetic Survey in June 1991..
 NV0539
 NV0539.The geoid height was determined by GEOID03.
 NV0539
 NV0539.The dynamic height is computed by dividing the NAVD 88
 NV0539.geopotential number by the normal gravity value computed on the
 NV0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0539.degrees latitude (g = 980.6199 gals.).
 NV0539
 NV0539.The modeled gravity was interpolated from observed gravity values.
 NV0539
 NV0539;                    North         East    Units  Estimated Accuracy
 NV0539;SPC ID W     -   112,920.      840,550.      MT  (+/- 180 meters Scaled)
 NV0539
 NV0539                          SUPERSEDED SURVEY CONTROL
 NV0539
 NV0539  NGVD 29 (??/??/92) 1041.649  (m)         3417.48   (f) ADJ UNCH    2 0
 NV0539
 NV0539.Superseded values are not recommended for survey control.
 NV0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0539.See file dsdata.txt to determine how the superseded data were derived.
 NV0539
 NV0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH429270(NAD 83)
 NV0539_MARKER: DB = BENCH MARK DISK
 NV0539_SETTING: 0 = UNSPECIFIED SETTING
 NV0539_STAMPING: D 3506 1935
 NV0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0539
 NV0539  HISTORY     - Date     Condition        Report By
 NV0539  HISTORY     - 1935     MONUMENTED       CGS
 NV0539  HISTORY     - 1956     GOOD             USGS
 NV0539  HISTORY     - 1975     GOOD             USGS
 NV0539
 NV0539                          STATION DESCRIPTION
 NV0539
 NV0539'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 NV0539'5.9 MI SE FROM HOT SPRINGS.
 NV0539'5.9 MILES SOUTHEAST ALONG THE THREE CREEK ROAD FROM THE BRIDGE OVER
 NV0539'BRUNEAU RIVER AT HOT SPRINGS, TO ROAD JUNCTION, THENCE TAKE LEFT FORK
 NV0539'(CASTLEFORD ROAD) FOR 8.5 MILES TO ROAD JUNCTION, TAKE LEFT FORK (POT
 NV0539'HOLE ROAD) FOR 3.2 MILES TO ROAD FORK, TAKE RIGHT FORK FOR 0.6 MILE TO
 NV0539'ROAD FORK, TAKE LEFT FORK FOR 1.6 MILES TO ROAD FORK, TAKE LEFT FORK
 NV0539'FOR 0.2 MILES TO ROAD FORK, TAKE RIGHT FORK FOR 0.2 MILES TO ROAD
 NV0539'FORK, TAKE LEFT FORK FOR 3.4 MILES TO ROAD FORK, TAKE LEFT FORK FOR
 NV0539'1.5 MILES TO ROAD FORK, TAKE RIGHT FORK FOR 2.9 MILES TO CROSSROADS.
 NV0539
 NV0539                          STATION RECOVERY (1975)
 NV0539
 NV0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0539'TO REACH FROM INDIAN COVE BRIDGE, 4.2 MI WEST OF HAMMETT, DRIVE WEST
 NV0539'ON STATE HWY. 78 FOR 1.6 MI TO T-RD., TURN LEFT AND FOLLOW RD. SOUTH
 NV0539'1.9 MI TO RD. FK. TAKE RIGHT FORK AND FOLLOW RD. SOUTH 0.9 MI TO RD.
 NV0539'FK. TAKE LEFT FORK AND FOLLOW MAIN RD. 13.6 MI TO RD. FKS. TAKE LEFT
 NV0539'FORK AND FOLLOW RD. 1.8 MI TO RD. FK. TAKE LEFT FORK 0.5 MI TO RD.
 NV0539'FK. TAKE LEFT FORK 1.9 MI TO RD. FK. 0.1 MI PAST MAIN RD. X-ING. TAKE
 NV0539'RIGHT FORK 3.6 MI TO RD. FK., TAKE LEFT FORK 1.4 MI TO RD. FK., TURN
 NV0539'RIGHT AND FOLLOW RD. EAST, THEN ALONG RD. SOUTH OF SAILOR CREEK 5.2
 NV0539'MI TO RD. FK., TURN RIGHT AND FOLLOW RD. SE UP SIDE DRAIN, 3.4 MI TO
 NV0539'BENCH MARK. ABOUT 800 FT SE OF RD. FK., 135 FT NW OF DIM RD. FK., 24
 NV0539'FT NE OF CENTERLINE OF RD. SET IN THE TOP OF CONCRETE POST. STANDARD
 NV0539'DISK STAMPED D 3506 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0541 ***********************************************************************
 NV0541  DESIGNATION -  D 3507
 NV0541  PID         -  NV0541
 NV0541  STATE/COUNTY-  ID/OWYHEE
 NV0541  USGS QUAD   -  NOTCH BUTTE (1980)
 NV0541
 NV0541                         *CURRENT SURVEY CONTROL
 NV0541  ___________________________________________________________________
 NV0541* NAD 83(1986)-  42 40 35.     (N)    115 13 59.     (W)     SCALED    
 NV0541* NAVD 88     -      1037.603  (meters)    3404.20   (feet)  ADJUSTED  
 NV0541  ___________________________________________________________________
 NV0541  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 NV0541  DYNAMIC HT  -        1037.070 (meters)    3402.45  (feet)  COMP
 NV0541  MODELED GRAV-     980,072.1   (mgal)                       NAVD 88
 NV0541
 NV0541  VERT ORDER  -  SECOND    CLASS 0
 NV0541
 NV0541.The horizontal coordinates were scaled from a topographic map and have
 NV0541.an estimated accuracy of +/- 6 seconds.
 NV0541
 NV0541.The orthometric height was determined by differential leveling
 NV0541.and adjusted by the National Geodetic Survey in June 1991..
 NV0541
 NV0541.The geoid height was determined by GEOID03.
 NV0541
 NV0541.The dynamic height is computed by dividing the NAVD 88
 NV0541.geopotential number by the normal gravity value computed on the
 NV0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0541.degrees latitude (g = 980.6199 gals.).
 NV0541
 NV0541.The modeled gravity was interpolated from observed gravity values.
 NV0541
 NV0541;                    North         East    Units  Estimated Accuracy
 NV0541;SPC ID W     -   112,280.      842,370.      MT  (+/- 180 meters Scaled)
 NV0541
 NV0541                          SUPERSEDED SURVEY CONTROL
 NV0541
 NV0541  NGVD 29 (??/??/92) 1036.70   (m)         3401.2    (f) COMPUTED    2 0
 NV0541
 NV0541.Superseded values are not recommended for survey control.
 NV0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0541.See file dsdata.txt to determine how the superseded data were derived.
 NV0541
 NV0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH447263(NAD 83)
 NV0541_MARKER: DB = BENCH MARK DISK
 NV0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0541_STAMPING: D 3507
 NV0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0541+STABILITY: SURFACE MOTION
 NV0541
 NV0541  HISTORY     - Date     Condition        Report By
 NV0541  HISTORY     - UNK      MONUMENTED       IDGS
 NV0541  HISTORY     - 1935     GOOD             NGS
 NV0541  HISTORY     - 1975     MARK NOT FOUND   USGS
 NV0541
 NV0541                          STATION DESCRIPTION
 NV0541
 NV0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NV0541'35.6 MI E FROM HOT SPRING.
 NV0541'ABOUT 35.6 MILES EAST ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING
 NV0541'BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 31.8 MILES WEST OF
 NV0541'CASTLEFORD, ABOUT 24.7 MILES SOUTHEAST OF GLENNS FERRY, ABOUT 17.0
 NV0541'MILES EAST OF SAILOR CAP BUTTE, ABOUT 2.4 MILES WEST OF THE NOTCH IN
 NV0541'NOTCH BUTTE, AT THE JUNCTION OF FIVE ROADS (CALLED PLACE JUNCTION), IN
 NV0541'A TRIANGLE FORMED BY ROADS, 72 FEET WEST OF THE ROAD LEADING SOUTH
 NV0541'FROM GLENNS FERRY, 70 FEET SOUTH OF A SIGNPOST ON THE NORTH POINT OF
 NV0541'THE TRIANGLE, 38 FEET NORTH OF THE CENTER LINE OF THE CASTLEFORD ROAD,
 NV0541'S. 20 DEG 40 MIN. E. FROM THE ROCK CAIRN AT THE TOP OF CROWS NEST
 NV0541'BUTTE, S. 18 DEG 48 MIN. E. FROM THE ROCK CAIRN AT THE EAST END OF THE
 NV0541'BUTTE, S. 10 DEG 33 MIN. E. FROM THE ROCK CAIRN AT THE TOP OF
 NV0541'GRINDSTONE BUTTE, S. 32 DEG 07 MIN. W. FROM A ROCK CAIRN AT THE TOP OF
 NV0541'TWIN BUTTE, N. 62 DEG 41 MIN. W. FROM BASALT LODGE BUTTE, AND N. 52
 NV0541'DEG 16 MIN. W. FROM A ROCK CAIRN AT THE TOP OF JARVIS BUTTE.  A STATE
 NV0541'SURVEY STANDARD DISK, STAMPED D 3507 AND SET IN THE TOP OF A CONCRETE
 NV0541'POST.
 NV0541
 NV0541                          STATION RECOVERY (1975)
 NV0541
 NV0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0544 ***********************************************************************
 NV0544  DESIGNATION -  D 3508
 NV0544  PID         -  NV0544
 NV0544  STATE/COUNTY-  ID/OWYHEE
 NV0544  USGS QUAD   -  NOTCH BUTTE (1980)
 NV0544
 NV0544                         *CURRENT SURVEY CONTROL
 NV0544  ___________________________________________________________________
 NV0544* NAD 83(1986)-  42 39 46.     (N)    115 10 32.     (W)     SCALED    
 NV0544* NAVD 88     -      1017.861  (meters)    3339.43   (feet)  ADJUSTED  
 NV0544  ___________________________________________________________________
 NV0544  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 NV0544  DYNAMIC HT  -        1017.339 (meters)    3337.72  (feet)  COMP
 NV0544  MODELED GRAV-     980,073.0   (mgal)                       NAVD 88
 NV0544
 NV0544  VERT ORDER  -  SECOND    CLASS 0
 NV0544
 NV0544.The horizontal coordinates were scaled from a topographic map and have
 NV0544.an estimated accuracy of +/- 6 seconds.
 NV0544
 NV0544.The orthometric height was determined by differential leveling
 NV0544.and adjusted by the National Geodetic Survey in June 1991..
 NV0544
 NV0544.The geoid height was determined by GEOID03.
 NV0544
 NV0544.The dynamic height is computed by dividing the NAVD 88
 NV0544.geopotential number by the normal gravity value computed on the
 NV0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0544.degrees latitude (g = 980.6199 gals.).
 NV0544
 NV0544.The modeled gravity was interpolated from observed gravity values.
 NV0544
 NV0544;                    North         East    Units  Estimated Accuracy
 NV0544;SPC ID W     -   110,800.      847,090.      MT  (+/- 180 meters Scaled)
 NV0544
 NV0544                          SUPERSEDED SURVEY CONTROL
 NV0544
 NV0544  NGVD 29 (??/??/92) 1016.97   (m)         3336.5    (f) COMPUTED    2 0
 NV0544
 NV0544.Superseded values are not recommended for survey control.
 NV0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0544.See file dsdata.txt to determine how the superseded data were derived.
 NV0544
 NV0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH495249(NAD 83)
 NV0544_MARKER: DB = BENCH MARK DISK
 NV0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0544_STAMPING: D 3508
 NV0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0544+STABILITY: SURFACE MOTION
 NV0544
 NV0544  HISTORY     - Date     Condition        Report By
 NV0544  HISTORY     - UNK      MONUMENTED       IDGS
 NV0544  HISTORY     - 1935     GOOD             NGS
 NV0544  HISTORY     - 1975     GOOD             USGS
 NV0544
 NV0544                          STATION DESCRIPTION
 NV0544
 NV0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NV0544'39.0 MI E FROM HOT SPRING.
 NV0544'ABOUT 39.0 MILES EAST ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING
 NV0544'BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 28.4 MILES WEST OF
 NV0544'CASTLEFORD, ABOUT 28.1 MILES SOUTHEAST OF GLENNS FERRY, ABOUT 0.9 MILE
 NV0544'EAST OF THE NOTCH IN NOTCH BUTTE, AND 48 FEET NORTH OF THE CENTER LINE
 NV0544'OF THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED D 3508 AND SET IN
 NV0544'THE TOP OF A CONCRETE POST.
 NV0544
 NV0544                          STATION RECOVERY (1975)
 NV0544
 NV0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0544'FROM CASTLEFORD. 2.8 MI. W. AND 1.0 MI. N. TO RD. X-ING THEN LEFT (W)
 NV0544'FOR 2.8 MI. TO RD. Y, AND END OF PAVEMENT, THEN RIGHT (N) ON MAIN
 NV0544'ROAD FOR 4.8 MI. TO RD. X-ING THEN LEFT (W) ON MAIN ROAD FOR 4.9 MI.
 NV0544'TO RD. X-ING, THEN RIGHT, (N) ON GRAVEL ROAD FOR 1.0 MI. N. AND 0.5
 NV0544'MI. W. TO END OF GRAVEL AT RANCH DRIVEWAY, THEN CONTINUE W. ON DIRT
 NV0544'ROAD FOR 1.0 MI. W., 0.5 MI. N. AND 1.3 MI. WESTERLY TO JCT. WITH
 NV0544'TRACK ROAD. THEN NW ON TRACK RD. FOR 1.15 MI. TO RD. Y, THEN LEFT (W)
 NV0544'FOR 0.95 MI. TO RD. X-ING, THEN RIGHT (NW) FOR 1.3 MI. TO BM ON
 NV0544'RIGHT. LOCATED ABOUT 0.35 MI. SE OF THE NW CORNER OF S 9/T9S/R11E,
 NV0544'ABOUT 0.2 MI. NW OF THE POINT OF A SMALL RIDGE, 36 FT. N. OF
 NV0544'CENTERLINE ROAD, ON A 7 IN. SQ. CONCRETE POST WHICH PROJECTS 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0551 ***********************************************************************
 RZ0551  DESIGNATION -  D 351
 RZ0551  PID         -  RZ0551
 RZ0551  STATE/COUNTY-  ID/LATAH
 RZ0551  USGS QUAD   -  TROY (1975)
 RZ0551
 RZ0551                         *CURRENT SURVEY CONTROL
 RZ0551  ___________________________________________________________________
 RZ0551* NAD 83(1986)-  46 41 49.     (N)    116 45 13.     (W)     SCALED    
 RZ0551* NAVD 88     -       778.121  (meters)    2552.89   (feet)  ADJUSTED  
 RZ0551  ___________________________________________________________________
 RZ0551  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 RZ0551  DYNAMIC HT  -         778.064 (meters)    2552.70  (feet)  COMP
 RZ0551  MODELED GRAV-     980,515.0   (mgal)                       NAVD 88
 RZ0551
 RZ0551  VERT ORDER  -  SECOND    CLASS 0
 RZ0551
 RZ0551.The horizontal coordinates were scaled from a topographic map and have
 RZ0551.an estimated accuracy of +/- 6 seconds.
 RZ0551
 RZ0551.The orthometric height was determined by differential leveling
 RZ0551.and adjusted by the National Geodetic Survey in June 1991..
 RZ0551
 RZ0551.The geoid height was determined by GEOID03.
 RZ0551
 RZ0551.The dynamic height is computed by dividing the NAVD 88
 RZ0551.geopotential number by the normal gravity value computed on the
 RZ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0551.degrees latitude (g = 980.6199 gals.).
 RZ0551
 RZ0551.The modeled gravity was interpolated from observed gravity values.
 RZ0551
 RZ0551;                    North         East    Units  Estimated Accuracy
 RZ0551;SPC ID W     -   559,400.      723,240.      MT  (+/- 180 meters Scaled)
 RZ0551
 RZ0551                          SUPERSEDED SURVEY CONTROL
 RZ0551
 RZ0551  NGVD 29 (??/??/92)  777.030  (m)         2549.31   (f) ADJ UNCH    2 0
 RZ0551
 RZ0551.Superseded values are not recommended for survey control.
 RZ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0551.See file dsdata.txt to determine how the superseded data were derived.
 RZ0551
 RZ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM188715(NAD 83)
 RZ0551_MARKER: DB = BENCH MARK DISK
 RZ0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0551_STAMPING: D 351 1952
 RZ0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0551+STABILITY: SURFACE MOTION
 RZ0551
 RZ0551  HISTORY     - Date     Condition        Report By
 RZ0551  HISTORY     - 1952     MONUMENTED       CGS
 RZ0551  HISTORY     - 1968     MARK NOT FOUND   NGS
 RZ0551  HISTORY     - 19880920 MARK NOT FOUND   USPSQD
 RZ0551
 RZ0551                          STATION DESCRIPTION
 RZ0551
 RZ0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0551'3.4 MI S FROM TROY.
 RZ0551'3.4 MILES SOUTH ALONG THE KENDRICK-TROY COUNTY ROAD FROM THE FIRST
 RZ0551'BANK OF TROY AT TROY, AT THE T JUNCTION OF A TRACK ROAD LEADING EAST,
 RZ0551'99 FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF
 RZ0551'A RED BARN, 50 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, 22
 RZ0551'FEET EAST OF THE CENTER LINE OF THE ROAD, 7 FEET NORTHEAST OF
 RZ0551'TELEPHONE POLE NO. 57, 2 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET
 RZ0551'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RZ0551'0.4 FOOT ABOVE THE GROUND.
 RZ0551
 RZ0551                          STATION RECOVERY (1968)
 RZ0551
 RZ0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RZ0551'MARK NOT FOUND.
 RZ0551
 RZ0551                          STATION RECOVERY (1988)
 RZ0551
 RZ0551'RECOVERY NOTE BY US POWER SQUADRON 1988 (GLC)
 RZ0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0494 ***********************************************************************
 RZ0494  DESIGNATION -  D 352
 RZ0494  PID         -  RZ0494
 RZ0494  STATE/COUNTY-  ID/NEZ PERCE
 RZ0494  USGS QUAD   -  JULIAETTA (1990)
 RZ0494
 RZ0494                         *CURRENT SURVEY CONTROL
 RZ0494  ___________________________________________________________________
 RZ0494* NAD 83(1986)-  46 31 25.     (N)    116 43 52.     (W)     SCALED    
 RZ0494* NAVD 88     -       290.058  (meters)     951.63   (feet)  ADJUSTED  
 RZ0494  ___________________________________________________________________
 RZ0494  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 RZ0494  DYNAMIC HT  -         290.050 (meters)     951.61  (feet)  COMP
 RZ0494  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 RZ0494
 RZ0494  VERT ORDER  -  SECOND    CLASS 0
 RZ0494
 RZ0494.The horizontal coordinates were scaled from a topographic map and have
 RZ0494.an estimated accuracy of +/- 6 seconds.
 RZ0494
 RZ0494.The orthometric height was determined by differential leveling
 RZ0494.and adjusted by the National Geodetic Survey in June 1991..
 RZ0494
 RZ0494.The geoid height was determined by GEOID03.
 RZ0494
 RZ0494.The dynamic height is computed by dividing the NAVD 88
 RZ0494.geopotential number by the normal gravity value computed on the
 RZ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0494.degrees latitude (g = 980.6199 gals.).
 RZ0494
 RZ0494.The modeled gravity was interpolated from observed gravity values.
 RZ0494
 RZ0494;                    North         East    Units  Estimated Accuracy
 RZ0494;SPC ID W     -   540,110.      724,730.      MT  (+/- 180 meters Scaled)
 RZ0494
 RZ0494                          SUPERSEDED SURVEY CONTROL
 RZ0494
 RZ0494  NGVD 29 (??/??/92)  289.039  (m)          948.29   (f) ADJ UNCH    2 0
 RZ0494
 RZ0494.Superseded values are not recommended for survey control.
 RZ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0494.See file dsdata.txt to determine how the superseded data were derived.
 RZ0494
 RZ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM206522(NAD 83)
 RZ0494_MARKER: DB = BENCH MARK DISK
 RZ0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0494_SP_SET: ABUTMENT
 RZ0494_STAMPING: D 352 1952
 RZ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ0494+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 RZ0494
 RZ0494  HISTORY     - Date     Condition        Report By
 RZ0494  HISTORY     - 1952     MONUMENTED       CGS
 RZ0494  HISTORY     - 20060520 GOOD             GEOCAC
 RZ0494
 RZ0494                          STATION DESCRIPTION
 RZ0494
 RZ0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0494'3.9 MI S FROM JULIAETTA.
 RZ0494'3.9 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0494'JULIAETTA, 4.4 MILES NORTHEAST OF ARROW, IN THE TOP OF THE WEST END OF
 RZ0494'THE SOUTH CONCRETE ABUTMENT OF BRIDGE NO. 118.  OVER LITTLE POTLATCH
 RZ0494'CREEK, 9 1/4 RAILS NORTH OF MILEPOST 119, 4.7 FEET WEST OF THE WEST
 RZ0494'RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 RZ0494
 RZ0494                          STATION RECOVERY (2006)
 RZ0494
 RZ0494'RECOVERY NOTE BY GEOCACHING 2006 (IA)
 RZ0494'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1910 ***********************************************************************
 RZ1910  DESIGNATION -  D 352 RESET
 RZ1910  PID         -  RZ1910
 RZ1910  STATE/COUNTY-  ID/NEZ PERCE
 RZ1910  USGS QUAD   -  JULIAETTA (1990)
 RZ1910
 RZ1910                         *CURRENT SURVEY CONTROL
 RZ1910  ___________________________________________________________________
 RZ1910* NAD 83(1986)-  46 31 25.     (N)    116 43 52.     (W)     SCALED    
 RZ1910* NAVD 88     -       292.99   (meters)     961.3    (feet)  RESET     
 RZ1910  ___________________________________________________________________
 RZ1910  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 RZ1910
 RZ1910  VERT ORDER  -  THIRD
 RZ1910
 RZ1910.The horizontal coordinates were scaled from a topographic map and have
 RZ1910.an estimated accuracy of +/- 6 seconds.
 RZ1910
 RZ1910.The orthometric height was computed from unverified reset data.
 RZ1910.No vertical observational check was made to the station.
 RZ1910
 RZ1910.The geoid height was determined by GEOID03.
 RZ1910
 RZ1910;                    North         East    Units  Estimated Accuracy
 RZ1910;SPC ID W     -   540,110.      724,730.      MT  (+/- 180 meters Scaled)
 RZ1910
 RZ1910                          SUPERSEDED SURVEY CONTROL
 RZ1910
 RZ1910  NGVD 29 (03/27/06)  291.97   (m)          957.9    (f) RESET       3  
 RZ1910
 RZ1910.Superseded values are not recommended for survey control.
 RZ1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1910.See file dsdata.txt to determine how the superseded data were derived.
 RZ1910
 RZ1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM206522(NAD 83)
 RZ1910_MARKER: DB = BENCH MARK DISK
 RZ1910_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RZ1910_SP_SET: BRIDGE ABUTMENT
 RZ1910_STAMPING: D 352 RESET 1985
 RZ1910_MARK LOGO: NGS   
 RZ1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1910
 RZ1910  HISTORY     - Date     Condition        Report By
 RZ1910  HISTORY     - 1985     MONUMENTED       NGS
 RZ1910
 RZ1910                          STATION DESCRIPTION
 RZ1910
 RZ1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RZ1910'6.3 KM (3.90 MI) SOUTH FROM JULIAETTA.
 RZ1910'3.9 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 RZ1910'IN JULIAETTA, 4.4 MILES NORTHEAST OF ARROW, IN THE NORTH CONCRETE
 RZ1910'HEADWALL OF AN OLD HIGHWAY BRIDGE OVER LITTLE POTLATCH CREEK, ABOUT
 RZ1910'50 METERS WEST OF THE EXISTING BRIDGE AND 1.3 METERS EAST OF THE WEST
 RZ1910'END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0553 ***********************************************************************
 SV0553  DESIGNATION -  D 353
 SV0553  PID         -  SV0553
 SV0553  STATE/COUNTY-  ID/KOOTENAI
 SV0553  USGS QUAD   -  MICA BAY (1996)
 SV0553
 SV0553                         *CURRENT SURVEY CONTROL
 SV0553  ___________________________________________________________________
 SV0553* NAD 83(1986)-  47 37 29.     (N)    116 46 12.     (W)     SCALED    
 SV0553* NAVD 88     -       696.396  (meters)    2284.76   (feet)  ADJUSTED  
 SV0553  ___________________________________________________________________
 SV0553  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SV0553  DYNAMIC HT  -         696.420 (meters)    2284.84  (feet)  COMP
 SV0553  MODELED GRAV-     980,624.6   (mgal)                       NAVD 88
 SV0553
 SV0553  VERT ORDER  -  SECOND    CLASS 0
 SV0553
 SV0553.The horizontal coordinates were scaled from a topographic map and have
 SV0553.an estimated accuracy of +/- 6 seconds.
 SV0553
 SV0553.The orthometric height was determined by differential leveling
 SV0553.and adjusted by the National Geodetic Survey in June 1991..
 SV0553
 SV0553.The geoid height was determined by GEOID03.
 SV0553
 SV0553.The dynamic height is computed by dividing the NAVD 88
 SV0553.geopotential number by the normal gravity value computed on the
 SV0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0553.degrees latitude (g = 980.6199 gals.).
 SV0553
 SV0553.The modeled gravity was interpolated from observed gravity values.
 SV0553
 SV0553;                    North         East    Units  Estimated Accuracy
 SV0553;SPC ID W     -   662,550.      723,340.      MT  (+/- 180 meters Scaled)
 SV0553
 SV0553                          SUPERSEDED SURVEY CONTROL
 SV0553
 SV0553  NGVD 29 (??/??/92)  695.275  (m)         2281.08   (f) ADJ UNCH    2 0
 SV0553
 SV0553.Superseded values are not recommended for survey control.
 SV0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0553.See file dsdata.txt to determine how the superseded data were derived.
 SV0553
 SV0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN172746(NAD 83)
 SV0553_MARKER: DB = BENCH MARK DISK
 SV0553_SETTING: 80 = SET IN A BOULDER
 SV0553_SP_SET: BOULDER
 SV0553_STAMPING: D 353 1952
 SV0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0553+STABILITY: SURFACE MOTION
 SV0553
 SV0553  HISTORY     - Date     Condition        Report By
 SV0553  HISTORY     - 1952     MONUMENTED       CGS
 SV0553
 SV0553                          STATION DESCRIPTION
 SV0553
 SV0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SV0553'17.9 MI S FROM COEUR DALENE.
 SV0553'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0553'COEUR DALENE, THENCE 9.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0553'ALTERNATE, 0.6 MILE WEST OF THE Y JUNCTION OF A ROAD LEADING EAST, IN
 SV0553'THE TOP OF A 4- X 5-FOOT GRANITE BOULDER PROJECTING 1.6 FOOT ABOVE THE
 SV0553'GROUND, 50 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 SV0553'SOUTHEAST OF A LONE 24-INCH PINE TREE ON A ROCKY POINT, 1.4 FEET
 SV0553'NORTHEAST OF THE SOUTHWEST EDGE OF THE BOULDER, 1.0 FOOT NORTHWEST OF
 SV0553'THE SOUTHEAST EDGE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0730 ***********************************************************************
 OY0730  DESIGNATION -  D 36
 OY0730  PID         -  OY0730
 OY0730  STATE/COUNTY-  ID/CUSTER
 OY0730  USGS QUAD   -  MACKAY RESERVOIR (1991)
 OY0730
 OY0730                         *CURRENT SURVEY CONTROL
 OY0730  ___________________________________________________________________
 OY0730* NAD 83(1986)-  43 59 25.     (N)    113 44 56.     (W)     SCALED    
 OY0730* NAVD 88     -      1893.437  (meters)    6212.05   (feet)  POSTED    
 OY0730  ___________________________________________________________________
 OY0730  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 OY0730  DYNAMIC HT  -        1892.270 (meters)    6208.22  (feet)  COMP
 OY0730  MODELED GRAV-     979,935.0   (mgal)                       NAVD 88
 OY0730
 OY0730  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0730
 OY0730.The horizontal coordinates were scaled from a topographic map and have
 OY0730.an estimated accuracy of +/- 6 seconds.
 OY0730
 OY0730.The orthometric height was determined by differential leveling
 OY0730.and adjusted by the National Geodetic Survey in 1992..
 OY0730.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0730.rate greater than 8.0 mm/km.
 OY0730
 OY0730.The geoid height was determined by GEOID03.
 OY0730
 OY0730.The dynamic height is computed by dividing the NAVD 88
 OY0730.geopotential number by the normal gravity value computed on the
 OY0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0730.degrees latitude (g = 980.6199 gals.).
 OY0730
 OY0730.The modeled gravity was interpolated from observed gravity values.
 OY0730
 OY0730;                    North         East    Units  Estimated Accuracy
 OY0730;SPC ID C     -   258,150.      520,140.      MT  (+/- 180 meters Scaled)
 OY0730
 OY0730                          SUPERSEDED SURVEY CONTROL
 OY0730
 OY0730  NGVD 29 (??/??/92) 1892.577  (m)         6209.23   (f) ADJ UNCH    2 0
 OY0730
 OY0730.Superseded values are not recommended for survey control.
 OY0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0730.See file dsdata.txt to determine how the superseded data were derived.
 OY0730
 OY0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP795744(NAD 83)
 OY0730_MARKER: DB = BENCH MARK DISK
 OY0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0730_STAMPING: D 36 1934
 OY0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0730+STABILITY: SURFACE MOTION
 OY0730
 OY0730  HISTORY     - Date     Condition        Report By
 OY0730  HISTORY     - 1934     MONUMENTED       CGS
 OY0730  HISTORY     - 1936     GOOD             NGS
 OY0730
 OY0730                          STATION DESCRIPTION
 OY0730
 OY0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0730'8.5 MI SE FROM CHILLY.
 OY0730'8.5 MILES SOUTHEAST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 OY0730'CHILLY, CUSTER COUNTY, 0.5 MILE EAST OF THE INTERSECTION OF THE NEW
 OY0730'AND OLD HIGHWAYS, 0.3 MILE EAST OF THE T.L. PENCE RANCH HOUSE, 0.2
 OY0730'MILE WEST OF A CROSS ROAD AT THE CROSSING OF A ROW OF POLES, 504 FEET
 OY0730'SOUTH OF POLE 1338, 255 FEET WEST OF THE CENTERLINE OF A SMALL
 OY0730'CONCRETE CULVERT UNDER THE HIGHWAY, AND 36 FEET NORTH OF THE
 OY0730'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 36 1934 AND SET
 OY0730'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0427 ***********************************************************************
 NT0427  DESIGNATION -  D 360
 NT0427  PID         -  NT0427
 NT0427  STATE/COUNTY-  ID/CARIBOU
 NT0427  USGS QUAD   -  CHINA HAT (1981)
 NT0427
 NT0427                         *CURRENT SURVEY CONTROL
 NT0427  ___________________________________________________________________
 NT0427* NAD 83(1992)-  42 46 56.24805(N)    111 33 50.68395(W)     ADJUSTED  
 NT0427* NAVD 88     -      1890.921  (meters)    6203.80   (feet)  ADJUSTED  
 NT0427  ___________________________________________________________________
 NT0427  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 NT0427  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 NT0427  DYNAMIC HT  -        1889.574 (meters)    6199.38  (feet)  COMP
 NT0427  MODELED GRAV-     979,841.5   (mgal)                       NAVD 88
 NT0427
 NT0427  HORZ ORDER  -  SECOND
 NT0427  VERT ORDER  -  SECOND    CLASS 0
 NT0427
 NT0427.The horizontal coordinates were established by classical geodetic methods
 NT0427.and adjusted by the National Geodetic Survey in July 1992..
 NT0427
 NT0427.The orthometric height was determined by differential leveling
 NT0427.and adjusted by the National Geodetic Survey in June 1991..
 NT0427
 NT0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0427
 NT0427.The geoid height was determined by GEOID03.
 NT0427
 NT0427.The dynamic height is computed by dividing the NAVD 88
 NT0427.geopotential number by the normal gravity value computed on the
 NT0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0427.degrees latitude (g = 980.6199 gals.).
 NT0427
 NT0427.The modeled gravity was interpolated from observed gravity values.
 NT0427
 NT0427;                    North         East     Units Scale Factor Converg.
 NT0427;SPC ID E     -   124,090.529   249,306.189   MT  0.99997727   +0 24 33.5
 NT0427;UTM  12      - 4,736,793.324   453,860.810   MT  0.99962619   -0 22 59.3
 NT0427
 NT0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0427!SPC ID E     -   0.99970540  x   0.99997727  =   0.99968268
 NT0427!UTM  12      -   0.99970540  x   0.99962619  =   0.99933170
 NT0427
 NT0427                          SUPERSEDED SURVEY CONTROL
 NT0427
 NT0427  NAD 83(1986)-  42 46 56.23948(N)    111 33 50.67467(W) AD(       ) 2
 NT0427  NAD 27      -  42 46 56.52820(N)    111 33 47.86670(W) AD(       ) 2
 NT0427  NGVD 29 (??/??/92) 1889.66   (m)         6199.7    (f) COMPUTED    2 0
 NT0427
 NT0427.Superseded values are not recommended for survey control.
 NT0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0427.See file dsdata.txt to determine how the superseded data were derived.
 NT0427
 NT0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN5386136793(NAD 83)
 NT0427_MARKER: DB = BENCH MARK DISK
 NT0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0427_STAMPING: D 360 1951
 NT0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0427+STABILITY: SURFACE MOTION
 NT0427
 NT0427  HISTORY     - Date     Condition        Report By
 NT0427  HISTORY     - 1951     MONUMENTED       CGS
 NT0427  HISTORY     - 1963     GOOD             CGS
 NT0427  HISTORY     - 1963     GOOD             NGS
 NT0427
 NT0427                          STATION DESCRIPTION
 NT0427
 NT0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0427'9.8 MI N FROM SODA SPRINGS.
 NT0427'9.8 MILES NORTH ALONG THE STATE HIGHWAY 34, 150 FEET NORTH OF A DIRT
 NT0427'ROAD LEADING WEST, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1
 NT0427'FOOT WEST OF A FENCE, 4 FEET NORTH OF A WITNESS POST, AND ABOUT LEVEL
 NT0427'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 NT0427'FOOT ABOVE THE GROUND.
 NT0427
 NT0427                          STATION RECOVERY (1963)
 NT0427
 NT0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 NT0427'STATION CONDA IS ABOUT 9 MILES NORTH OF SODA SPRINGS, 8-1/2 MILES
 NT0427'SOUTH OF HENRY AND 4 MILES NORTHWEST OF CONDA, ON THE WEST
 NT0427'RIGHT-OF-WAY OF STATE HIGHWAY 34.
 NT0427'
 NT0427'TO REACH THE STATION FROM THE CITY HALL IN SODA SPRINGS, GO NORTH
 NT0427'AND EASTERLY ON STATE HIGHWAY 34 FOR 2.6 MILES TO A FORK AND
 NT0427'A SIGN MONSANTO CHEMICAL CO.  TAKE THE RIGHT FORK, HIGHWAY 34
 NT0427'FOR 0.95 MILE TO CROSSROAD AT A STOP AND GO LIGHT.  CONTINUE
 NT0427'AHEAD, NORTHERLY ON THE HIGHWAY FOR 2.5 MILES TO A SIDE ROAD
 NT0427'RIGHT AND A SIGN CONDA 2.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.45
 NT0427'MILE TO THE STATION ON THE LEFT.
 NT0427'
 NT0427'D 360 IS A STANDARD BENCH MARK DISK, STAMPED D 360 1951, SET
 NT0427'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 NT0427'6 INCHES.  IT IS 38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 NT0427'3.3 FEET NORTH OF A WITNESS POST, 2 FEET WEST OF A WIRE FENCE
 NT0427'AND ABOUT THE SAME ELEVATION AS THE STATION.
 NT0427
 NT0427                          STATION RECOVERY (1963)
 NT0427
 NT0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NT0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0383 ***********************************************************************
 RZ0383  DESIGNATION -  D 363
 RZ0383  PID         -  RZ0383
 RZ0383  STATE/COUNTY-  ID/NEZ PERCE
 RZ0383  USGS QUAD   -  JULIAETTA (1990)
 RZ0383
 RZ0383                         *CURRENT SURVEY CONTROL
 RZ0383  ___________________________________________________________________
 RZ0383* NAD 83(1986)-  46 30 16.     (N)    116 41 39.     (W)     SCALED    
 RZ0383* NAVD 88     -       259.508  (meters)     851.40   (feet)  POSTED    
 RZ0383  ___________________________________________________________________
 RZ0383  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 RZ0383  DYNAMIC HT  -         259.510 (meters)     851.41  (feet)  COMP
 RZ0383  MODELED GRAV-     980,603.9   (mgal)                       NAVD 88
 RZ0383
 RZ0383  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RZ0383
 RZ0383.The horizontal coordinates were scaled from a topographic map and have
 RZ0383.an estimated accuracy of +/- 6 seconds.
 RZ0383
 RZ0383.The orthometric height was determined by differential leveling
 RZ0383.and adjusted by the National Geodetic Survey in 1992..
 RZ0383.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RZ0383.rate of 3.1 thru 4.0 mm/km.
 RZ0383
 RZ0383.The geoid height was determined by GEOID03.
 RZ0383
 RZ0383.The dynamic height is computed by dividing the NAVD 88
 RZ0383.geopotential number by the normal gravity value computed on the
 RZ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0383.degrees latitude (g = 980.6199 gals.).
 RZ0383
 RZ0383.The modeled gravity was interpolated from observed gravity values.
 RZ0383
 RZ0383;                    North         East    Units  Estimated Accuracy
 RZ0383;SPC ID W     -   537,940.      727,530.      MT  (+/- 180 meters Scaled)
 RZ0383
 RZ0383                          SUPERSEDED SURVEY CONTROL
 RZ0383
 RZ0383  NGVD 29 (??/??/92)  258.513  (m)          848.14   (f) ADJ UNCH    2 0
 RZ0383
 RZ0383.Superseded values are not recommended for survey control.
 RZ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0383.See file dsdata.txt to determine how the superseded data were derived.
 RZ0383
 RZ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM234501(NAD 83)
 RZ0383_MARKER: DD = SURVEY DISK
 RZ0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0383_STAMPING: D 363 1959
 RZ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0383+STABILITY: SURFACE MOTION
 RZ0383
 RZ0383  HISTORY     - Date     Condition        Report By
 RZ0383  HISTORY     - 1939     MONUMENTED       DOD
 RZ0383  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0383
 RZ0383                          STATION DESCRIPTION
 RZ0383
 RZ0383'DESCRIBED BY US DEPARTMENT OF DEFENSE 1939
 RZ0383'19.3 MI E FROM LEWISTON.
 RZ0383'APPROXIMATELY 19.3 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0383'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0383'CLEARWATER RIVER, ABOUT 32 FEET SOUTH OF THE CENTERLINE OF STATE
 RZ0383'HIGHWAY 9, 3 FEET SOUTH OF A 2- BY 2-INCH WHITE WOODEN WITNESS POST,
 RZ0383'AND 2 FEET NORTH OF A FENCE.  A STANDARD CORPS OF ENGINEERS BRONZE
 RZ0383'MARKER SET IN THE TOP OF A CONCRETE POST.
 RZ0383
 RZ0383                          STATION RECOVERY (1980)
 RZ0383
 RZ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0383'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0207 ***********************************************************************
 RZ0207  DESIGNATION -  D 364
 RZ0207  PID         -  RZ0207
 RZ0207  STATE/COUNTY-  ID/NEZ PERCE
 RZ0207  USGS QUAD   -  PECK (1967)
 RZ0207
 RZ0207                         *CURRENT SURVEY CONTROL
 RZ0207  ___________________________________________________________________
 RZ0207* NAD 83(1986)-  46 29 53.     (N)    116 22 41.     (W)     SCALED    
 RZ0207* NAVD 88     -       297.566  (meters)     976.26   (feet)  ADJUSTED  
 RZ0207  ___________________________________________________________________
 RZ0207  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 RZ0207  DYNAMIC HT  -         297.555 (meters)     976.23  (feet)  COMP
 RZ0207  MODELED GRAV-     980,572.2   (mgal)                       NAVD 88
 RZ0207
 RZ0207  VERT ORDER  -  SECOND    CLASS 0
 RZ0207
 RZ0207.The horizontal coordinates were scaled from a topographic map and have
 RZ0207.an estimated accuracy of +/- 6 seconds.
 RZ0207
 RZ0207.The orthometric height was determined by differential leveling
 RZ0207.and adjusted by the National Geodetic Survey in June 1991..
 RZ0207
 RZ0207.The geoid height was determined by GEOID03.
 RZ0207
 RZ0207.The dynamic height is computed by dividing the NAVD 88
 RZ0207.geopotential number by the normal gravity value computed on the
 RZ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0207.degrees latitude (g = 980.6199 gals.).
 RZ0207
 RZ0207.The modeled gravity was interpolated from observed gravity values.
 RZ0207
 RZ0207;                    North         East    Units  Estimated Accuracy
 RZ0207;SPC ID W     -   536,990.      751,790.      MT  (+/- 180 meters Scaled)
 RZ0207
 RZ0207                          SUPERSEDED SURVEY CONTROL
 RZ0207
 RZ0207  NGVD 29 (??/??/92)  296.557  (m)          972.95   (f) ADJ UNCH    2 0
 RZ0207
 RZ0207.Superseded values are not recommended for survey control.
 RZ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0207.See file dsdata.txt to determine how the superseded data were derived.
 RZ0207
 RZ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM477495(NAD 83)
 RZ0207_MARKER: DD = SURVEY DISK
 RZ0207_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0207_SP_SET: GRANITE OUTCROP
 RZ0207_STAMPING: D 364 1959
 RZ0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0207+STABILITY: POSITION/ELEVATION WELL
 RZ0207
 RZ0207  HISTORY     - Date     Condition        Report By
 RZ0207  HISTORY     - 1959     MONUMENTED       DOD
 RZ0207  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0207
 RZ0207                          STATION DESCRIPTION
 RZ0207
 RZ0207'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0207'37.96 MI E FROM LEWISTON.
 RZ0207'APPROXIMATELY 37.96 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0207'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0207'CLEARWATER RIVER, ABOUT 60 FEET DOWNSTREAM FROM A HIGHWAY SIGN
 RZ0207'(OROFINO 6 MI.- GREER 13 - GRANGERVILLE 60), JUST UPSTREAM FROM A
 RZ0207'N.P.R.R. BRIDGE ON THE OPPOSITE SIDE OF THE RIVER, 25 FEET SOUTH OF
 RZ0207'THE CENTERLINE OF HIGHWAY 9, ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A
 RZ0207'STANDARD CORPS OF ENGINEERS BRONZE MARKER CEMENTED IN THE TOP OF A
 RZ0207'GRANITE OUTCROP AND MARKED WITH WHITE PAINT.
 RZ0207
 RZ0207                          STATION RECOVERY (1980)
 RZ0207
 RZ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0207'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED, NOTE-A BRASS
 RZ0207'SHANK WAS FOUND AT THE DESCRIBED LOCATION, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0497 ***********************************************************************
 RY0497  DESIGNATION -  D 365
 RY0497  PID         -  RY0497
 RY0497  STATE/COUNTY-  ID/IDAHO
 RY0497  USGS QUAD   -  GODDARD POINT (1995)
 RY0497
 RY0497                         *CURRENT SURVEY CONTROL
 RY0497  ___________________________________________________________________
 RY0497* NAD 83(1986)-  46 06 54.     (N)    115 34 17.     (W)     SCALED    
 RY0497* NAVD 88     -       457.369  (meters)    1500.55   (feet)  ADJUSTED  
 RY0497  ___________________________________________________________________
 RY0497  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 RY0497  DYNAMIC HT  -         457.312 (meters)    1500.36  (feet)  COMP
 RY0497  MODELED GRAV-     980,479.6   (mgal)                       NAVD 88
 RY0497
 RY0497  VERT ORDER  -  SECOND    CLASS 0
 RY0497
 RY0497.The horizontal coordinates were scaled from a topographic map and have
 RY0497.an estimated accuracy of +/- 6 seconds.
 RY0497
 RY0497.The orthometric height was determined by differential leveling
 RY0497.and adjusted by the National Geodetic Survey in June 1991..
 RY0497
 RY0497.The geoid height was determined by GEOID03.
 RY0497
 RY0497.The dynamic height is computed by dividing the NAVD 88
 RY0497.geopotential number by the normal gravity value computed on the
 RY0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0497.degrees latitude (g = 980.6199 gals.).
 RY0497
 RY0497.The modeled gravity was interpolated from observed gravity values.
 RY0497
 RY0497;                    North         East    Units  Estimated Accuracy
 RY0497;SPC ID W     -   494,240.      813,810.      MT  (+/- 180 meters Scaled)
 RY0497
 RY0497                          SUPERSEDED SURVEY CONTROL
 RY0497
 RY0497  NGVD 29 (??/??/92)  456.276  (m)         1496.97   (f) ADJ UNCH    2 0
 RY0497
 RY0497.Superseded values are not recommended for survey control.
 RY0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0497.See file dsdata.txt to determine how the superseded data were derived.
 RY0497
 RY0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM103078(NAD 83)
 RY0497_MARKER: DB = BENCH MARK DISK
 RY0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0497_SP_SET: ABUTMENT
 RY0497_STAMPING: D 365 1965
 RY0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0497
 RY0497  HISTORY     - Date     Condition        Report By
 RY0497  HISTORY     - 1965     MONUMENTED       CGS
 RY0497
 RY0497                          STATION DESCRIPTION
 RY0497
 RY0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0497'2.85 MI SE FROM LOWELL.
 RY0497'2.85 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0497'U.S. HIGHWAY 12 AT LOWELL, AT THE JUNCTION OF A ROAD WEST, IN THE TOP
 RY0497'OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A STEEL TRUSS BRIDGE
 RY0497'OVER SELWAY RIVER, 82 FEET WEST OF THE CENTER LINE OF THE SELWAY RIVER
 RY0497'ROAD, 8 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, AND ABOUT
 RY0497'LEVEL WITH THE ROAD WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0359 ***********************************************************************
 RY0359  DESIGNATION -  D 366
 RY0359  PID         -  RY0359
 RY0359  STATE/COUNTY-  ID/IDAHO
 RY0359  USGS QUAD   -  FOG MOUNTAIN (1995)
 RY0359
 RY0359                         *CURRENT SURVEY CONTROL
 RY0359  ___________________________________________________________________
 RY0359* NAD 83(1986)-  46 04 38.     (N)    115 10 20.     (W)     SCALED    
 RY0359* NAVD 88     -       573.542  (meters)    1881.70   (feet)  ADJUSTED  
 RY0359  ___________________________________________________________________
 RY0359  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 RY0359  DYNAMIC HT  -         573.293 (meters)    1880.88  (feet)  COMP
 RY0359  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 RY0359
 RY0359  VERT ORDER  -  SECOND    CLASS 0
 RY0359
 RY0359.The horizontal coordinates were scaled from a topographic map and have
 RY0359.an estimated accuracy of +/- 6 seconds.
 RY0359
 RY0359.The orthometric height was determined by differential leveling
 RY0359.and adjusted by the National Geodetic Survey in June 1991..
 RY0359
 RY0359.The geoid height was determined by GEOID03.
 RY0359
 RY0359.The dynamic height is computed by dividing the NAVD 88
 RY0359.geopotential number by the normal gravity value computed on the
 RY0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0359.degrees latitude (g = 980.6199 gals.).
 RY0359
 RY0359.The modeled gravity was interpolated from observed gravity values.
 RY0359
 RY0359;                    North         East    Units  Estimated Accuracy
 RY0359;SPC ID W     -   490,190.      844,690.      MT  (+/- 180 meters Scaled)
 RY0359
 RY0359                          SUPERSEDED SURVEY CONTROL
 RY0359
 RY0359  NGVD 29 (??/??/92)  572.246  (m)         1877.44   (f) ADJ UNCH    2 0
 RY0359
 RY0359.Superseded values are not recommended for survey control.
 RY0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0359.See file dsdata.txt to determine how the superseded data were derived.
 RY0359
 RY0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM413042(NAD 83)
 RY0359_MARKER: DB = BENCH MARK DISK
 RY0359_SETTING: 66 = SET IN ROCK OUTCROP
 RY0359_SP_SET: OUTCROP
 RY0359_STAMPING: D 366 1965
 RY0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0359+STABILITY: POSITION/ELEVATION WELL
 RY0359
 RY0359  HISTORY     - Date     Condition        Report By
 RY0359  HISTORY     - 1965     MONUMENTED       CGS
 RY0359
 RY0359                          STATION DESCRIPTION
 RY0359
 RY0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0359'26.05 MI E FROM LOWELL.
 RY0359'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0359'HIGHWAY 12 AT LOWELL, THENCE 6.45 MILES EAST ALONG THE SELWAY RIVER
 RY0359'TRAIL, ACROSS THE RIVER FROM THE MOUTH OF JIMS CREEK, IN THE TOP OF A
 RY0359'5- BY 10-FOOT OUTCROP, 3 FEET NORTHWEST OF THE CENTER LINE OF THE
 RY0359'TRAIL, 20 FEET WEST OF A 24-INCH PINE TREE, AND ABOUT 2 FEET HIGHER
 RY0359'THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0184 ***********************************************************************
 RY0184  DESIGNATION -  D 367
 RY0184  PID         -  RY0184
 RY0184  STATE/COUNTY-  ID/IDAHO
 RY0184  USGS QUAD   -  SHISSLER PEAK (1995)
 RY0184
 RY0184                         *CURRENT SURVEY CONTROL
 RY0184  ___________________________________________________________________
 RY0184* NAD 83(1986)-  46 10 17.     (N)    114 53 19.     (W)     SCALED    
 RY0184* NAVD 88     -       720.626  (meters)    2364.25   (feet)  ADJUSTED  
 RY0184  ___________________________________________________________________
 RY0184  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 RY0184  DYNAMIC HT  -         720.342 (meters)    2363.32  (feet)  COMP
 RY0184  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 RY0184
 RY0184  VERT ORDER  -  SECOND    CLASS 0
 RY0184
 RY0184.The horizontal coordinates were scaled from a topographic map and have
 RY0184.an estimated accuracy of +/- 6 seconds.
 RY0184
 RY0184.The orthometric height was determined by differential leveling
 RY0184.and adjusted by the National Geodetic Survey in June 1991..
 RY0184
 RY0184.The geoid height was determined by GEOID03.
 RY0184
 RY0184.The dynamic height is computed by dividing the NAVD 88
 RY0184.geopotential number by the normal gravity value computed on the
 RY0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0184.degrees latitude (g = 980.6199 gals.).
 RY0184
 RY0184.The modeled gravity was interpolated from observed gravity values.
 RY0184
 RY0184;                    North         East    Units  Estimated Accuracy
 RY0184;SPC ID W     -   500,850.      866,520.      MT  (+/- 180 meters Scaled)
 RY0184
 RY0184                          SUPERSEDED SURVEY CONTROL
 RY0184
 RY0184  NGVD 29 (??/??/92)  719.319  (m)         2359.97   (f) ADJ UNCH    2 0
 RY0184
 RY0184.Superseded values are not recommended for survey control.
 RY0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0184.See file dsdata.txt to determine how the superseded data were derived.
 RY0184
 RY0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM629152(NAD 83)
 RY0184_MARKER: DB = BENCH MARK DISK
 RY0184_SETTING: 66 = SET IN ROCK OUTCROP
 RY0184_SP_SET: ROCK OUTCROP
 RY0184_STAMPING: D 367 1965
 RY0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0184+STABILITY: POSITION/ELEVATION WELL
 RY0184
 RY0184  HISTORY     - Date     Condition        Report By
 RY0184  HISTORY     - 1965     MONUMENTED       CGS
 RY0184
 RY0184                          STATION DESCRIPTION
 RY0184
 RY0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0184'3.8 MI NE FROM MOOSE CREEK.
 RY0184'3.8 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0184'RANGER STATION AT MOOSE CREEK, 0.05 MILE NORTH OF AN ABANDONED CABIN,
 RY0184'ABOUT 25 YARDS NORTH OF THE NORTH EDGE OF A CLEARING, IN THE TOP OF A
 RY0184'4- BY 5-FOOT ROCK OUTCROP, 22 FEET EAST OF THE CENTER LINE OF THE
 RY0184'TRAIL, AND ABOUT 4 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0212 ***********************************************************************
 RY0212  DESIGNATION -  D 368
 RY0212  PID         -  RY0212
 RY0212  STATE/COUNTY-  ID/IDAHO
 RY0212  USGS QUAD   -  JEANETTE MOUNTAIN (1994)
 RY0212
 RY0212                         *CURRENT SURVEY CONTROL
 RY0212  ___________________________________________________________________
 RY0212* NAD 83(1986)-  46 16 31.     (N)    114 35 36.     (W)     SCALED    
 RY0212* NAVD 88     -      1351.428  (meters)    4433.81   (feet)  ADJUSTED  
 RY0212  ___________________________________________________________________
 RY0212  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 RY0212  DYNAMIC HT  -        1350.807 (meters)    4431.77  (feet)  COMP
 RY0212  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 RY0212
 RY0212  VERT ORDER  -  SECOND    CLASS 0
 RY0212
 RY0212.The horizontal coordinates were scaled from a topographic map and have
 RY0212.an estimated accuracy of +/- 6 seconds.
 RY0212
 RY0212.The orthometric height was determined by differential leveling
 RY0212.and adjusted by the National Geodetic Survey in June 1991..
 RY0212
 RY0212.The geoid height was determined by GEOID03.
 RY0212
 RY0212.The dynamic height is computed by dividing the NAVD 88
 RY0212.geopotential number by the normal gravity value computed on the
 RY0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0212.degrees latitude (g = 980.6199 gals.).
 RY0212
 RY0212.The modeled gravity was interpolated from observed gravity values.
 RY0212
 RY0212;                    North         East    Units  Estimated Accuracy
 RY0212;SPC ID W     -   512,690.      889,150.      MT  (+/- 180 meters Scaled)
 RY0212
 RY0212                          SUPERSEDED SURVEY CONTROL
 RY0212
 RY0212  NGVD 29 (??/??/92) 1350.022  (m)         4429.20   (f) ADJ UNCH    2 0
 RY0212
 RY0212.Superseded values are not recommended for survey control.
 RY0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0212.See file dsdata.txt to determine how the superseded data were derived.
 RY0212
 RY0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM854274(NAD 83)
 RY0212_MARKER: DB = BENCH MARK DISK
 RY0212_SETTING: 66 = SET IN ROCK OUTCROP
 RY0212_SP_SET: OUTCROP
 RY0212_STAMPING: D 368 1965
 RY0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0212+STABILITY: POSITION/ELEVATION WELL
 RY0212
 RY0212  HISTORY     - Date     Condition        Report By
 RY0212  HISTORY     - 1965     MONUMENTED       CGS
 RY0212
 RY0212                          STATION DESCRIPTION
 RY0212
 RY0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0212'25.6 MI NE FROM MOOSE CREEK.
 RY0212'13.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0212'RANGER STATION AT MOOSE CREEK, THENCE 12.2 MILES NORTHEAST ALONG EAST
 RY0212'FORK MOOSE CREEK TRAIL, 0.15 MILE SOUTHWEST OF THE CROSSING OF
 RY0212'JEANETTE CREEK, IN THE TOP OF A 15- BY 20-FOOT OUTCROP WHICH IS ALONG
 RY0212'A RIDGE OF ROCK, 6 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL,
 RY0212'ABOUT 60 FEET HIGHER THAN THE CREEK AND 2 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0187 ***********************************************************************
 PZ0187  DESIGNATION -  D 370
 PZ0187  PID         -  PZ0187
 PZ0187  STATE/COUNTY-  ID/CLARK
 PZ0187  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0187
 PZ0187                         *CURRENT SURVEY CONTROL
 PZ0187  ___________________________________________________________________
 PZ0187* NAD 83(1986)-  44 21 00.     (N)    112 08 00.     (W)     SCALED    
 PZ0187* NAVD 88     -      1806.582  (meters)    5927.09   (feet)  POSTED    
 PZ0187  ___________________________________________________________________
 PZ0187  GEOID HEIGHT-         -10.18  (meters)                     GEOID03
 PZ0187  DYNAMIC HT  -        1805.630 (meters)    5923.97  (feet)  COMP
 PZ0187  MODELED GRAV-     980,027.2   (mgal)                       NAVD 88
 PZ0187
 PZ0187  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PZ0187
 PZ0187.The horizontal coordinates were scaled from a topographic map and have
 PZ0187.an estimated accuracy of +/- 6 seconds.
 PZ0187
 PZ0187.The orthometric height was determined by differential leveling
 PZ0187.and adjusted by the National Geodetic Survey in 1992..
 PZ0187.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PZ0187.rate of 0.0 thru 1.0 mm/km.
 PZ0187
 PZ0187.The geoid height was determined by GEOID03.
 PZ0187
 PZ0187.The dynamic height is computed by dividing the NAVD 88
 PZ0187.geopotential number by the normal gravity value computed on the
 PZ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0187.degrees latitude (g = 980.6199 gals.).
 PZ0187
 PZ0187.The modeled gravity was interpolated from observed gravity values.
 PZ0187
 PZ0187;                    North         East    Units  Estimated Accuracy
 PZ0187;SPC ID E     -   298,080.      202,660.      MT  (+/- 180 meters Scaled)
 PZ0187
 PZ0187                          SUPERSEDED SURVEY CONTROL
 PZ0187
 PZ0187  NGVD 29 (??/??/92) 1805.369  (m)         5923.11   (f) ADJ UNCH    1 2
 PZ0187
 PZ0187.Superseded values are not recommended for survey control.
 PZ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0187.See file dsdata.txt to determine how the superseded data were derived.
 PZ0187
 PZ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ096113(NAD 83)
 PZ0187_MARKER: DB = BENCH MARK DISK
 PZ0187_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0187_SP_SET: OUTCROP
 PZ0187_STAMPING: D 370 1965
 PZ0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0187+STABILITY: POSITION/ELEVATION WELL
 PZ0187
 PZ0187  HISTORY     - Date     Condition        Report By
 PZ0187  HISTORY     - 1965     MONUMENTED       CGS
 PZ0187  HISTORY     - 1967     GOOD             NGS
 PZ0187
 PZ0187                          STATION DESCRIPTION
 PZ0187
 PZ0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0187'2.85 MI E FROM SPENCER.
 PZ0187'0.15 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0187'THENCE 2.7 MILES EAST ALONG KILGORE ROAD, AT THE CROSSING OF A
 PZ0187'TELEPHONE LINE, IN THE TOP OF A LARGE LAVA OUTCROP WHICH PROJECTS
 PZ0187'ABOUT 1 FOOT ABOVE THE GROUND, 106 FEET NORTH OF THE CENTER LINE OF
 PZ0187'THE ROAD, 234 1/2 FEET NORTHEAST OF A TELEPHONE POLE WITH A GUY RIRE,
 PZ0187'209 FEET NORTHEAST OF A FENCE CORNER POST, 8.4 FEET SOUTH OF A FENCE,
 PZ0187'2.2 FEET SOUTH OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE
 PZ0187'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0577 ***********************************************************************
 PY0577  DESIGNATION -  D 371
 PY0577  PID         -  PY0577
 PY0577  STATE/COUNTY-  ID/CLARK
 PY0577  USGS QUAD   -  SHERIDAN RESERVOIR (1965)
 PY0577
 PY0577                         *CURRENT SURVEY CONTROL
 PY0577  ___________________________________________________________________
 PY0577* NAD 83(1986)-  44 28 06.     (N)    111 40 38.     (W)     SCALED    
 PY0577* NAVD 88     -      1977.548  (meters)    6488.01   (feet)  POSTED    
 PY0577  ___________________________________________________________________
 PY0577  GEOID HEIGHT-          -9.33  (meters)                     GEOID03
 PY0577  DYNAMIC HT  -        1976.490 (meters)    6484.53  (feet)  COMP
 PY0577  MODELED GRAV-     980,009.4   (mgal)                       NAVD 88
 PY0577
 PY0577  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0577
 PY0577.The horizontal coordinates were scaled from a topographic map and have
 PY0577.an estimated accuracy of +/- 6 seconds.
 PY0577
 PY0577.The orthometric height was determined by differential leveling
 PY0577.and adjusted by the National Geodetic Survey in 1992..
 PY0577.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0577.rate of 0.0 thru 1.0 mm/km.
 PY0577
 PY0577.The geoid height was determined by GEOID03.
 PY0577
 PY0577.The dynamic height is computed by dividing the NAVD 88
 PY0577.geopotential number by the normal gravity value computed on the
 PY0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0577.degrees latitude (g = 980.6199 gals.).
 PY0577
 PY0577.The modeled gravity was interpolated from observed gravity values.
 PY0577
 PY0577;                    North         East    Units  Estimated Accuracy
 PY0577;SPC ID E     -   311,350.      238,940.      MT  (+/- 180 meters Scaled)
 PY0577
 PY0577                          SUPERSEDED SURVEY CONTROL
 PY0577
 PY0577  NGVD 29 (??/??/92) 1976.308  (m)         6483.94   (f) ADJ UNCH    1 2
 PY0577
 PY0577.Superseded values are not recommended for survey control.
 PY0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0577.See file dsdata.txt to determine how the superseded data were derived.
 PY0577
 PY0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ461241(NAD 83)
 PY0577_MARKER: DB = BENCH MARK DISK
 PY0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0577_SP_SET: FOUNDATION
 PY0577_STAMPING: D 371 1965
 PY0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0577
 PY0577  HISTORY     - Date     Condition        Report By
 PY0577  HISTORY     - 1965     MONUMENTED       CGS
 PY0577  HISTORY     - 1967     GOOD             NGS
 PY0577
 PY0577                          STATION DESCRIPTION
 PY0577
 PY0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0577'14.55 MI E FROM KILGORE.
 PY0577'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0577'7.3 MILES EAST ALONG A COUNTY ROAD, THENCE 2.8 MILES NORTH ALONG A
 PY0577'DIRT ROAD, THENCE 3.65 MILES EAST ALONG KILGORE-YALE ROAD, 0.2 MILE
 PY0577'WEST OF A WOODEN BRIDGE OVER SHERIDAN CREEK, AT THE JUNCTION OF A
 PY0577'DRIVEWAY SOUTH TO A RANCH, 44 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 PY0577'ROAD, 8 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, IN THE TOP OF
 PY0577'THE EAST END OF THE NORTH CONCRETE FOUNDATION OF A STEEL CATTLEGUARD
 PY0577'WHICH IS ACROSS THE DRIVEWAY, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0457 ***********************************************************************
 OX0457  DESIGNATION -  D 372
 OX0457  PID         -  OX0457
 OX0457  STATE/COUNTY-  ID/FREMONT
 OX0457  USGS QUAD   -  PARKER (1979)
 OX0457
 OX0457                         *CURRENT SURVEY CONTROL
 OX0457  ___________________________________________________________________
 OX0457* NAD 83(1986)-  43 57 34.     (N)    111 46 41.     (W)     SCALED    
 OX0457* NAVD 88     -      1499.175  (meters)    4918.54   (feet)  POSTED    
 OX0457  ___________________________________________________________________
 OX0457  GEOID HEIGHT-         -10.94  (meters)                     GEOID03
 OX0457  DYNAMIC HT  -        1498.430 (meters)    4916.10  (feet)  COMP
 OX0457  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 OX0457
 OX0457  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0457
 OX0457.The horizontal coordinates were scaled from a topographic map and have
 OX0457.an estimated accuracy of +/- 6 seconds.
 OX0457
 OX0457.The orthometric height was determined by differential leveling
 OX0457.and adjusted by the National Geodetic Survey in 1992..
 OX0457.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0457.rate of 0.0 thru 1.0 mm/km.
 OX0457
 OX0457.The geoid height was determined by GEOID03.
 OX0457
 OX0457.The dynamic height is computed by dividing the NAVD 88
 OX0457.geopotential number by the normal gravity value computed on the
 OX0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0457.degrees latitude (g = 980.6199 gals.).
 OX0457
 OX0457.The modeled gravity was interpolated from observed gravity values.
 OX0457
 OX0457;                    North         East    Units  Estimated Accuracy
 OX0457;SPC ID E     -   254,760.      231,190.      MT  (+/- 180 meters Scaled)
 OX0457
 OX0457                          SUPERSEDED SURVEY CONTROL
 OX0457
 OX0457  NGVD 29 (??/??/92) 1498.124  (m)         4915.10   (f) ADJ UNCH    1 2
 OX0457
 OX0457.Superseded values are not recommended for survey control.
 OX0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0457.See file dsdata.txt to determine how the superseded data were derived.
 OX0457
 OX0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP375676(NAD 83)
 OX0457_MARKER: DB = BENCH MARK DISK
 OX0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0457_STAMPING: D 372 1967
 OX0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0457+STABILITY: SURFACE MOTION
 OX0457
 OX0457  HISTORY     - Date     Condition        Report By
 OX0457  HISTORY     - 1967     MONUMENTED       CGS
 OX0457
 OX0457                          STATION DESCRIPTION
 OX0457
 OX0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OX0457'1.35 MI W FROM PARKER.
 OX0457'0.1 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT PARKER, THENCE
 OX0457'1.0 MILE WEST ALONG A COUNTY ROAD, THENCE 0.25 MILE NORTH ALONG A
 OX0457'COUNTY ROAD, AT THE CROSSING OF THE UNION PACIFIC RAILROAD, 28 FEET
 OX0457'WEST OF THE CENTER LINE OF THE ROAD, 46.5 FEET SOUTH OF THE SOUTH
 OX0457'RAIL, 2 1/2 FEET NORTHWEST OF THE NORTH END OF A GATE, 2 FEET
 OX0457'NORTHWEST OF A FENCE POST WHICH IS SET IN CONCRETE, 20 FEET NORTH OF A
 OX0457'TELEPHONE POLE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER
 OX0457'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 OX0457'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0535 ***********************************************************************
 PY0535  DESIGNATION -  D 373
 PY0535  PID         -  PY0535
 PY0535  STATE/COUNTY-  ID/CLARK
 PY0535  USGS QUAD   -  SPLIT ROCK (1972)
 PY0535
 PY0535                         *CURRENT SURVEY CONTROL
 PY0535  ___________________________________________________________________
 PY0535* NAD 83(1986)-  44 14 16.     (N)    111 51 41.     (W)     SCALED    
 PY0535* NAVD 88     -      1877.044  (meters)    6158.27   (feet)  POSTED    
 PY0535  ___________________________________________________________________
 PY0535  GEOID HEIGHT-         -10.31  (meters)                     GEOID03
 PY0535  DYNAMIC HT  -        1876.000 (meters)    6154.84  (feet)  COMP
 PY0535  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 PY0535
 PY0535  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0535
 PY0535.The horizontal coordinates were scaled from a topographic map and have
 PY0535.an estimated accuracy of +/- 6 seconds.
 PY0535
 PY0535.The orthometric height was determined by differential leveling
 PY0535.and adjusted by the National Geodetic Survey in 1992..
 PY0535.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0535.rate of 0.0 thru 1.0 mm/km.
 PY0535
 PY0535.The geoid height was determined by GEOID03.
 PY0535
 PY0535.The dynamic height is computed by dividing the NAVD 88
 PY0535.geopotential number by the normal gravity value computed on the
 PY0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0535.degrees latitude (g = 980.6199 gals.).
 PY0535
 PY0535.The modeled gravity was interpolated from observed gravity values.
 PY0535
 PY0535;                    North         East    Units  Estimated Accuracy
 PY0535;SPC ID E     -   285,660.      224,390.      MT  (+/- 180 meters Scaled)
 PY0535
 PY0535                          SUPERSEDED SURVEY CONTROL
 PY0535
 PY0535  NGVD 29 (??/??/92) 1875.817  (m)         6154.24   (f) ADJ UNCH    1 2
 PY0535
 PY0535.Superseded values are not recommended for survey control.
 PY0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0535.See file dsdata.txt to determine how the superseded data were derived.
 PY0535
 PY0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP312986(NAD 83)
 PY0535_MARKER: DB = BENCH MARK DISK
 PY0535_SETTING: 66 = SET IN ROCK OUTCROP
 PY0535_SP_SET: LAVA OUTCROP
 PY0535_STAMPING: D 373 1967
 PY0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0535+STABILITY: POSITION/ELEVATION WELL
 PY0535
 PY0535  HISTORY     - Date     Condition        Report By
 PY0535  HISTORY     - 1967     MONUMENTED       CGS
 PY0535
 PY0535                          STATION DESCRIPTION
 PY0535
 PY0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0535'13.4 MI S FROM KILGORE.
 PY0535'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0535'12.6 MILES SOUTH ALONG THE ROAD TO ST ANTHONY, IN THE TOP OF A LARGE
 PY0535'LAVA OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 87 FEET
 PY0535'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 9.0 FEET WEST OF A WITNESS
 PY0535'POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0192 ***********************************************************************
 PZ0192  DESIGNATION -  D 374
 PZ0192  PID         -  PZ0192
 PZ0192  STATE/COUNTY-  ID/CLARK
 PZ0192  USGS QUAD   -  GARDNER LAKE (1972)
 PZ0192
 PZ0192                         *CURRENT SURVEY CONTROL
 PZ0192  ___________________________________________________________________
 PZ0192* NAD 83(1986)-  44 21 04.     (N)    112 02 43.     (W)     SCALED    
 PZ0192* NAVD 88     -      1853.996  (meters)    6082.65   (feet)  POSTED    
 PZ0192  ___________________________________________________________________
 PZ0192  GEOID HEIGHT-         -10.11  (meters)                     GEOID03
 PZ0192  DYNAMIC HT  -        1852.990 (meters)    6079.35  (feet)  COMP
 PZ0192  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 PZ0192
 PZ0192  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PZ0192
 PZ0192.The horizontal coordinates were scaled from a topographic map and have
 PZ0192.an estimated accuracy of +/- 6 seconds.
 PZ0192
 PZ0192.The orthometric height was determined by differential leveling
 PZ0192.and adjusted by the National Geodetic Survey in 1992..
 PZ0192.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PZ0192.rate of 0.0 thru 1.0 mm/km.
 PZ0192
 PZ0192.The geoid height was determined by GEOID03.
 PZ0192
 PZ0192.The dynamic height is computed by dividing the NAVD 88
 PZ0192.geopotential number by the normal gravity value computed on the
 PZ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0192.degrees latitude (g = 980.6199 gals.).
 PZ0192
 PZ0192.The modeled gravity was interpolated from observed gravity values.
 PZ0192
 PZ0192;                    North         East    Units  Estimated Accuracy
 PZ0192;SPC ID E     -   298,210.      209,680.      MT  (+/- 180 meters Scaled)
 PZ0192
 PZ0192                          SUPERSEDED SURVEY CONTROL
 PZ0192
 PZ0192  NGVD 29 (??/??/92) 1852.761  (m)         6078.60   (f) ADJ UNCH    1 2
 PZ0192
 PZ0192.Superseded values are not recommended for survey control.
 PZ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0192.See file dsdata.txt to determine how the superseded data were derived.
 PZ0192
 PZ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ166114(NAD 83)
 PZ0192_MARKER: DB = BENCH MARK DISK
 PZ0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0192_SP_SET: CULVERT
 PZ0192_STAMPING: D 374 1967
 PZ0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0192
 PZ0192  HISTORY     - Date     Condition        Report By
 PZ0192  HISTORY     - 1967     MONUMENTED       CGS
 PZ0192
 PZ0192                          STATION DESCRIPTION
 PZ0192
 PZ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PZ0192'7.2 MI E FROM SPENCER.
 PZ0192'0.15 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0192'THENCE 7.05 MILES EAST ALONG KILGORE ROAD, AT A SHALLOW CUT, IN THE
 PZ0192'TOP OF A LAVA OUTCROP PROJECTING ABOUT 1 FOOT ABOVE THE GROUND, 46
 PZ0192'FEET NORTH OF THE CENTER LINE OF THE ROAD, 54 FEET NORTHWEST OF THE
 PZ0192'CENTER OF THE NORTH END OF A 12-INCH PIPE CULVERT, 5.5 FEET SOUTH OF A
 PZ0192'FENCE, 4.3 FEET SOUTH OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN
 PZ0192'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0003 ***********************************************************************
 NU0003  DESIGNATION -  D 375
 NU0003  PID         -  NU0003
 NU0003  STATE/COUNTY-  ID/BANNOCK
 NU0003  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0003
 NU0003                         *CURRENT SURVEY CONTROL
 NU0003  ___________________________________________________________________
 NU0003* NAD 83(1986)-  42 51 39.     (N)    112 26 40.     (W)     SCALED    
 NU0003* NAVD 88     -      1360.477  (meters)    4463.50   (feet)  ADJUSTED  
 NU0003  ___________________________________________________________________
 NU0003  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NU0003  DYNAMIC HT  -        1359.708 (meters)    4460.98  (feet)  COMP
 NU0003  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 NU0003
 NU0003  VERT ORDER  -  FIRST     CLASS I
 NU0003
 NU0003.The horizontal coordinates were scaled from a topographic map and have
 NU0003.an estimated accuracy of +/- 6 seconds.
 NU0003
 NU0003.The orthometric height was determined by differential leveling
 NU0003.and adjusted by the National Geodetic Survey in June 1991..
 NU0003.WARNING-Repeat measurements at this control monument indicate possible
 NU0003.vertical movement.
 NU0003
 NU0003.The geoid height was determined by GEOID03.
 NU0003
 NU0003.The dynamic height is computed by dividing the NAVD 88
 NU0003.geopotential number by the normal gravity value computed on the
 NU0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0003.degrees latitude (g = 980.6199 gals.).
 NU0003
 NU0003.The modeled gravity was interpolated from observed gravity values.
 NU0003
 NU0003;                    North         East    Units  Estimated Accuracy
 NU0003;SPC ID E     -   132,680.      177,300.      MT  (+/- 180 meters Scaled)
 NU0003
 NU0003                          SUPERSEDED SURVEY CONTROL
 NU0003
 NU0003  NGVD 29 (08/20/92) 1359.434  (m)         4460.08   (f) ADJUSTED    1 1
 NU0003
 NU0003.Superseded values are not recommended for survey control.
 NU0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0003.See file dsdata.txt to determine how the superseded data were derived.
 NU0003
 NU0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN819463(NAD 83)
 NU0003_MARKER: DB = BENCH MARK DISK
 NU0003_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NU0003_STAMPING: D 375 1967
 NU0003_MARK LOGO: CGS   
 NU0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0003+STABILITY: SURFACE MOTION
 NU0003
 NU0003  HISTORY     - Date     Condition        Report By
 NU0003  HISTORY     - 1967     MONUMENTED       CGS
 NU0003  HISTORY     - 1983     GOOD             NGS
 NU0003  HISTORY     - 1983     GOOD             NGS
 NU0003
 NU0003                          STATION DESCRIPTION
 NU0003
 NU0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0003'IN POCATELLO.
 NU0003'AT POCATELLO, 0.1 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 NU0003'THE STATION, AT BENTON STREET OVERPASS, IN THE TOP OF A CONCRETE WALL
 NU0003'BETWEEN THE MOST NORTHWEST PIERS OF THE 4TH ROW OF PIERS SOUTHWEST OF
 NU0003'THE NORTHEAST END OF THE OVERPASS, 4.0 FEET SOUTHEAST OF THE NORTHWEST
 NU0003'PIER, 190 FEET SOUTHWEST OF THE CENTER LINE OF FIRST AVENUE, 78.8 FEET
 NU0003'NORTH OF THE NORTH CORNER OF ALLIED VAN LINES WAREHOUSE BUILDING, 41.9
 NU0003'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK.
 NU0003
 NU0003                          STATION RECOVERY (1983)
 NU0003
 NU0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0003'RECOVERED IN GOOD CONDITION.
 NU0003
 NU0003                          STATION RECOVERY (1983)
 NU0003
 NU0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0276 ***********************************************************************
 NU0276  DESIGNATION -  D 376
 NU0276  PID         -  NU0276
 NU0276  STATE/COUNTY-  ID/BANNOCK
 NU0276  USGS QUAD   -  OXFORD (1968)
 NU0276
 NU0276                         *CURRENT SURVEY CONTROL
 NU0276  ___________________________________________________________________
 NU0276* NAD 83(1986)-  42 19 23.     (N)    112 00 45.     (W)     SCALED    
 NU0276* NAVD 88     -      1456.948  (meters)    4780.00   (feet)  ADJUSTED  
 NU0276  ___________________________________________________________________
 NU0276  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 NU0276  DYNAMIC HT  -        1455.988 (meters)    4776.85  (feet)  COMP
 NU0276  MODELED GRAV-     979,911.9   (mgal)                       NAVD 88
 NU0276
 NU0276  VERT ORDER  -  FIRST     CLASS I
 NU0276
 NU0276.The horizontal coordinates were scaled from a topographic map and have
 NU0276.an estimated accuracy of +/- 6 seconds.
 NU0276
 NU0276.The orthometric height was determined by differential leveling
 NU0276.and adjusted by the National Geodetic Survey in June 1991..
 NU0276
 NU0276.The geoid height was determined by GEOID03.
 NU0276
 NU0276.The dynamic height is computed by dividing the NAVD 88
 NU0276.geopotential number by the normal gravity value computed on the
 NU0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0276.degrees latitude (g = 980.6199 gals.).
 NU0276
 NU0276.The modeled gravity was interpolated from observed gravity values.
 NU0276
 NU0276;                    North         East    Units  Estimated Accuracy
 NU0276;SPC ID E     -    72,920.      212,710.      MT  (+/- 180 meters Scaled)
 NU0276
 NU0276                          SUPERSEDED SURVEY CONTROL
 NU0276
 NU0276  NGVD 29 (??/??/92) 1455.886  (m)         4776.52   (f) ADJ UNCH    1 1
 NU0276
 NU0276.Superseded values are not recommended for survey control.
 NU0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0276.See file dsdata.txt to determine how the superseded data were derived.
 NU0276
 NU0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM165861(NAD 83)
 NU0276_MARKER: DB = BENCH MARK DISK
 NU0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0276_STAMPING: D 376 1967
 NU0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0276+STABILITY: SURFACE MOTION
 NU0276
 NU0276  HISTORY     - Date     Condition        Report By
 NU0276  HISTORY     - 1967     MONUMENTED       CGS
 NU0276  HISTORY     - 19920722 GOOD             USPSQD
 NU0276
 NU0276                          STATION DESCRIPTION
 NU0276
 NU0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0276'0.8 MI NW FROM SWAN LAKE.
 NU0276'0.8 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 NU0276'OF A COUNTY ROAD AT SWAN LAKE, AT THE CROSSING OF A PRIVATE ROAD, 33.6
 NU0276'FEET NORTHEAST OF THE NORTHEAST RAIL, 64 FEET NORTHEAST AND ACROSS THE
 NU0276'TRACK FROM MILEPOLE 85.5, 20 1/2 FEET NORTHWEST OF A TELEPHONE POLE,
 NU0276'47.5 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 91, 13 FEET
 NU0276'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET EAST OF THE
 NU0276'SOUTHEAST END OF A GATE, 1.7 FEET NORTHEAST OF A FENCE, 1.5 FEET
 NU0276'SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK, AND
 NU0276'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NU0276'GROUND.
 NU0276
 NU0276                          STATION RECOVERY (1992)
 NU0276
 NU0276'RECOVERY NOTE BY US POWER SQUADRON 1992 (WLR)
 NU0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0208 ***********************************************************************
 PZ0208  DESIGNATION -  D 38
 PZ0208  PID         -  PZ0208
 PZ0208  STATE/COUNTY-  ID/CLARK
 PZ0208  USGS QUAD   -  BLUE DOME (1969)
 PZ0208
 PZ0208                         *CURRENT SURVEY CONTROL
 PZ0208  ___________________________________________________________________
 PZ0208* NAD 83(1986)-  44 10 02.     (N)    112 55 13.     (W)     SCALED    
 PZ0208* NAVD 88     -      1883.824  (meters)    6180.51   (feet)  ADJUSTED  
 PZ0208  ___________________________________________________________________
 PZ0208  GEOID HEIGHT-         -10.61  (meters)                     GEOID03
 PZ0208  DYNAMIC HT  -        1882.730 (meters)    6176.92  (feet)  COMP
 PZ0208  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 PZ0208
 PZ0208  VERT ORDER  -  SECOND    CLASS 0
 PZ0208
 PZ0208.The horizontal coordinates were scaled from a topographic map and have
 PZ0208.an estimated accuracy of +/- 6 seconds.
 PZ0208
 PZ0208.The orthometric height was determined by differential leveling
 PZ0208.and adjusted by the National Geodetic Survey in June 1991..
 PZ0208
 PZ0208.The geoid height was determined by GEOID03.
 PZ0208
 PZ0208.The dynamic height is computed by dividing the NAVD 88
 PZ0208.geopotential number by the normal gravity value computed on the
 PZ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0208.degrees latitude (g = 980.6199 gals.).
 PZ0208
 PZ0208.The modeled gravity was interpolated from observed gravity values.
 PZ0208
 PZ0208;                    North         East    Units  Estimated Accuracy
 PZ0208;SPC ID E     -   278,050.      139,730.      MT  (+/- 180 meters Scaled)
 PZ0208
 PZ0208                          SUPERSEDED SURVEY CONTROL
 PZ0208
 PZ0208  NGVD 29 (??/??/92) 1882.515  (m)         6176.22   (f) ADJ UNCH    2 0
 PZ0208
 PZ0208.Superseded values are not recommended for survey control.
 PZ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0208.See file dsdata.txt to determine how the superseded data were derived.
 PZ0208
 PZ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP464922(NAD 83)
 PZ0208_MARKER: DB = BENCH MARK DISK
 PZ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0208_STAMPING: D 38 1934
 PZ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0208+STABILITY: SURFACE MOTION
 PZ0208
 PZ0208  HISTORY     - Date     Condition        Report By
 PZ0208  HISTORY     - 1934     MONUMENTED       CGS
 PZ0208  HISTORY     - 1969     MARK NOT FOUND   USGS
 PZ0208
 PZ0208                          STATION DESCRIPTION
 PZ0208
 PZ0208'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 PZ0208'0.6 MI NW FROM KAUFMAN.
 PZ0208'0.6 MILE NORTHWEST ALONG THE ROAD LEADING TO GILMORE FROM KAUFMAN,
 PZ0208'ABOUT 0.6 MILE NORTHWEST OF THE DAIL BARE SERVICE STATION, ABOUT 320
 PZ0208'FEET EAST OF THE BED OF PASS CREEK, 58 FEET SOUTHEAST OF THE CROSSING
 PZ0208'OF AN IRRIGATION DITCH, AND 39 FEET SOUTH OF THE CENTER LINE OF THE
 PZ0208'ROAD, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS VERY LIKELY
 PZ0208'THAT THIS BM HAS BEEN PLOWED OUT BECAUSE THERE HAS BEEN FARMS IN THE
 PZ0208'AREA WITH PLANTED FIELDS FOR 40 OR MORE YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0642 ***********************************************************************
 TO0642  DESIGNATION -  D 381
 TO0642  PID         -  TO0642
 TO0642  STATE/COUNTY-  ID/BOUNDARY
 TO0642  USGS QUAD   -  CURLEY CREEK (1983)
 TO0642
 TO0642                         *CURRENT SURVEY CONTROL
 TO0642  ___________________________________________________________________
 TO0642* NAD 83(1986)-  48 39 31.     (N)    116 04 28.     (W)     SCALED    
 TO0642* NAVD 88     -       699.110  (meters)    2293.66   (feet)  ADJUSTED  
 TO0642  ___________________________________________________________________
 TO0642  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TO0642  DYNAMIC HT  -         699.169 (meters)    2293.86  (feet)  COMP
 TO0642  MODELED GRAV-     980,672.7   (mgal)                       NAVD 88
 TO0642
 TO0642  VERT ORDER  -  FIRST     CLASS II
 TO0642
 TO0642.The horizontal coordinates were scaled from a topographic map and have
 TO0642.an estimated accuracy of +/- 6 seconds.
 TO0642
 TO0642.The orthometric height was determined by differential leveling
 TO0642.and adjusted by the National Geodetic Survey in June 1991..
 TO0642
 TO0642.The geoid height was determined by GEOID03.
 TO0642
 TO0642.The dynamic height is computed by dividing the NAVD 88
 TO0642.geopotential number by the normal gravity value computed on the
 TO0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0642.degrees latitude (g = 980.6199 gals.).
 TO0642
 TO0642.The modeled gravity was interpolated from observed gravity values.
 TO0642
 TO0642;                    North         East    Units  Estimated Accuracy
 TO0642;SPC ID W     -   777,050.      776,100.      MT  (+/- 180 meters Scaled)
 TO0642
 TO0642                          SUPERSEDED SURVEY CONTROL
 TO0642
 TO0642.No superseded survey control is available for this station.
 TO0642
 TO0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP681899(NAD 83)
 TO0642_MARKER: DB = BENCH MARK DISK
 TO0642_SETTING: 66 = SET IN ROCK OUTCROP
 TO0642_SP_SET: ROCK OUTCROP
 TO0642_STAMPING: D 381 1980
 TO0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0642+STABILITY: POSITION/ELEVATION WELL
 TO0642
 TO0642  HISTORY     - Date     Condition        Report By
 TO0642  HISTORY     - 1980     MONUMENTED       NGS
 TO0642
 TO0642                          STATION DESCRIPTION
 TO0642
 TO0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0642'26.7 KM SE FROM BONNERS FERRY.
 TO0642'4.7 KILOMETERS (2.9 MILES) NORTH ALONG US HIGHWAYS 2 AND 95 FROM THE
 TO0642'POST OFFICE IN BONNERS FERRY, THENCE 22.0 KILOMETERS (13.6 MILES)
 TO0642'SOUTHEAST ALONG US HIGHWAY 2, 0.1 KILOMETER (0.05 MILE) SOUTHEAST OF
 TO0642'HIGHWAY MILEPOST 78, SET IN TOP OF A 3 X 2 FOOT EXPOSED AREA OF
 TO0642'OUTCROP, 19.3 METERS (63.3 FEET) NORTHEAST OF THE CENTERLINE OF THE
 TO0642'HIGHWAY, 16.0 METERS (52.2 FEET) NORTHWEST ALONG THE HIGHWAY FROM THE
 TO0642'INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND A GRAVEL ROAD
 TO0642'LEADING SOUTH-SOUTHEAST.
 TO0642'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 TO0642'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0517 ***********************************************************************
 TO0517  DESIGNATION -  D 381 X
 TO0517  PID         -  TO0517
 TO0517  STATE/COUNTY-  ID/BOUNDARY
 TO0517  USGS QUAD   -  BONNERS FERRY (1996)
 TO0517
 TO0517                         *CURRENT SURVEY CONTROL
 TO0517  ___________________________________________________________________
 TO0517* NAD 83(1986)-  48 43 54.     (N)    116 17 57.     (W)     SCALED    
 TO0517* NAVD 88     -       708.505  (meters)    2324.49   (feet)  ADJUSTED  
 TO0517  ___________________________________________________________________
 TO0517  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 TO0517  DYNAMIC HT  -         708.576 (meters)    2324.72  (feet)  COMP
 TO0517  MODELED GRAV-     980,687.2   (mgal)                       NAVD 88
 TO0517
 TO0517  VERT ORDER  -  FIRST     CLASS II
 TO0517
 TO0517.The horizontal coordinates were scaled from a topographic map and have
 TO0517.an estimated accuracy of +/- 6 seconds.
 TO0517
 TO0517.The orthometric height was determined by differential leveling
 TO0517.and adjusted by the National Geodetic Survey in June 1991..
 TO0517
 TO0517.The geoid height was determined by GEOID03.
 TO0517
 TO0517.The dynamic height is computed by dividing the NAVD 88
 TO0517.geopotential number by the normal gravity value computed on the
 TO0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0517.degrees latitude (g = 980.6199 gals.).
 TO0517
 TO0517.The modeled gravity was interpolated from observed gravity values.
 TO0517
 TO0517;                    North         East    Units  Estimated Accuracy
 TO0517;SPC ID W     -   785,270.      759,600.      MT  (+/- 180 meters Scaled)
 TO0517
 TO0517                          SUPERSEDED SURVEY CONTROL
 TO0517
 TO0517.No superseded survey control is available for this station.
 TO0517
 TO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP515978(NAD 83)
 TO0517_MARKER: I = METAL ROD
 TO0517_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TO0517_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TO0517_STAMPING: D 381 X 1978
 TO0517_PROJECTION: FLUSH
 TO0517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0517+STABILITY: POSITION/ELEVATION WELL
 TO0517_ROD/PIPE-DEPTH: 12.0 meters
 TO0517_SLEEVE-DEPTH  : 9.0 meters
 TO0517
 TO0517  HISTORY     - Date     Condition        Report By
 TO0517  HISTORY     - 1978     MONUMENTED       NGS
 TO0517  HISTORY     - 1980     GOOD             NGS
 TO0517  HISTORY     - 1980     GOOD             NGS
 TO0517
 TO0517                          STATION DESCRIPTION
 TO0517
 TO0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0517'4.7 KM SE FROM BONNERS FERRY.
 TO0517'4.7 KILOMETERS (2.9 MILES) NORTH ALONG US HIGHWAYS 2 AND 95 FROM THE
 TO0517'POST OFFICE IN BONNERS FERRY, AT THE JUNCTION OF US HIGHWAY 2 EAST,
 TO0517'SET IN THE NORTHWEST CORNER OF A TRIANGULAR AREA OF GRASS AT THE 3
 TO0517'MILE CAFE, 31.5 METERS (103 FEET) NORTH OF THE CENTERLINE OF THE
 TO0517'HIGHWAY 2, 21.1 METERS (69.0 FEET) NORTH-NORTHEAST OF A METAL POLE
 TO0517'SUPPORTING THE WIRES FOR A TRAFFIC LIGHT, 18.9 METERS (62.0 FEET)
 TO0517'EAST OF THE CENTERLINE OF HIGHWAY 95, 5.0 METERS (16.5 FEET)
 TO0517'SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST EDGE OF THE GRASS.
 TO0517'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 TO0517
 TO0517                          STATION RECOVERY (1980)
 TO0517
 TO0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0610 ***********************************************************************
 TO0610  DESIGNATION -  D 382
 TO0610  PID         -  TO0610
 TO0610  STATE/COUNTY-  ID/BOUNDARY
 TO0610  USGS QUAD   -  RITZ (1996)
 TO0610
 TO0610                         *CURRENT SURVEY CONTROL
 TO0610  ___________________________________________________________________
 TO0610* NAD 83(1986)-  48 47 28.     (N)    116 18 03.     (W)     SCALED    
 TO0610* NAVD 88     -       711.538  (meters)    2334.44   (feet)  ADJUSTED  
 TO0610  ___________________________________________________________________
 TO0610  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 TO0610  DYNAMIC HT  -         711.610 (meters)    2334.67  (feet)  COMP
 TO0610  MODELED GRAV-     980,688.8   (mgal)                       NAVD 88
 TO0610
 TO0610  VERT ORDER  -  FIRST     CLASS II
 TO0610
 TO0610.The horizontal coordinates were scaled from a topographic map and have
 TO0610.an estimated accuracy of +/- 6 seconds.
 TO0610
 TO0610.The orthometric height was determined by differential leveling
 TO0610.and adjusted by the National Geodetic Survey in June 1991..
 TO0610
 TO0610.The geoid height was determined by GEOID03.
 TO0610
 TO0610.The dynamic height is computed by dividing the NAVD 88
 TO0610.geopotential number by the normal gravity value computed on the
 TO0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0610.degrees latitude (g = 980.6199 gals.).
 TO0610
 TO0610.The modeled gravity was interpolated from observed gravity values.
 TO0610
 TO0610;                    North         East    Units  Estimated Accuracy
 TO0610;SPC ID W     -   791,880.      759,530.      MT  (+/- 180 meters Scaled)
 TO0610
 TO0610                          SUPERSEDED SURVEY CONTROL
 TO0610
 TO0610.No superseded survey control is available for this station.
 TO0610
 TO0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ513044(NAD 83)
 TO0610_MARKER: I = METAL ROD
 TO0610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0610_SP_SET: STAINLESS STEEL ROD
 TO0610_STAMPING: D 382 1980
 TO0610_MARK LOGO: NGS   
 TO0610_PROJECTION: FLUSH
 TO0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0610_ROD/PIPE-DEPTH: 12.0 meters
 TO0610
 TO0610  HISTORY     - Date     Condition        Report By
 TO0610  HISTORY     - 1980     MONUMENTED       NGS
 TO0610
 TO0610                          STATION DESCRIPTION
 TO0610
 TO0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0610'11.7 KM NORTH FROM BONNERS FERRY.
 TO0610'11.7 KILOMETERS (7.25 MILES) NORTH ALONG U.S. HIGHWAY 95 FROM THE POST
 TO0610'OFFICE IN BONNERS FERRY, 0.2 KILOMETER (0.15 MILE) NORTHWEST OF THE
 TO0610'JUNCTION OF CAMP NINE ROAD, AT A POWER LINE CROSSING, IN LINE WITH
 TO0610'A ROW OF POLES FOR THE LINE CROSSING THE HIGHWAY, 16.5 METERS (54.0
 TO0610'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.2 METERS (17.0
 TO0610'FEET) SOUTHEAST OF THE NORTHWEST EDGE OF THE CLEAR CUT FOR THE POWER
 TO0610'LINE, 2.3 METERS (7.5 FEET) SOUTHWEST OF A POWER LINE POLE.
 TO0610'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 TO0610'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0529 ***********************************************************************
 TO0529  DESIGNATION -  D 383
 TO0529  PID         -  TO0529
 TO0529  STATE/COUNTY-  ID/BOUNDARY
 TO0529  USGS QUAD   -  BONNERS FERRY (1996)
 TO0529
 TO0529                         *CURRENT SURVEY CONTROL
 TO0529  ___________________________________________________________________
 TO0529* NAD 83(1986)-  48 37 45.     (N)    116 20 56.     (W)     SCALED    
 TO0529* NAVD 88     -       673.028  (meters)    2208.09   (feet)  ADJUSTED  
 TO0529  ___________________________________________________________________
 TO0529  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 TO0529  DYNAMIC HT  -         673.083 (meters)    2208.27  (feet)  COMP
 TO0529  MODELED GRAV-     980,672.5   (mgal)                       NAVD 88
 TO0529
 TO0529  VERT ORDER  -  FIRST     CLASS II
 TO0529
 TO0529.The horizontal coordinates were scaled from a topographic map and have
 TO0529.an estimated accuracy of +/- 6 seconds.
 TO0529
 TO0529.The orthometric height was determined by differential leveling
 TO0529.and adjusted by the National Geodetic Survey in June 1991..
 TO0529
 TO0529.The geoid height was determined by GEOID03.
 TO0529
 TO0529.The dynamic height is computed by dividing the NAVD 88
 TO0529.geopotential number by the normal gravity value computed on the
 TO0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0529.degrees latitude (g = 980.6199 gals.).
 TO0529
 TO0529.The modeled gravity was interpolated from observed gravity values.
 TO0529
 TO0529;                    North         East    Units  Estimated Accuracy
 TO0529;SPC ID W     -   773,900.      755,860.      MT  (+/- 180 meters Scaled)
 TO0529
 TO0529                          SUPERSEDED SURVEY CONTROL
 TO0529
 TO0529.No superseded survey control is available for this station.
 TO0529
 TO0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP479864(NAD 83)
 TO0529_MARKER: I = METAL ROD
 TO0529_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0529_SP_SET: STAINLESS STEEL ROD
 TO0529_STAMPING: D 383 1980
 TO0529_PROJECTION: FLUSH
 TO0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0529_ROD/PIPE-DEPTH: 8.0  meters
 TO0529
 TO0529  HISTORY     - Date     Condition        Report By
 TO0529  HISTORY     - 1980     MONUMENTED       NGS
 TO0529
 TO0529                          STATION DESCRIPTION
 TO0529
 TO0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0529'8.8 KM SOUTH FROM BONNERS FERRY.
 TO0529'8.8 KILOMETERS (5.45 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0529'POST OFFICE IN BONNERS FERRY, 0.1 KILOMETER (0.05 MILE) NORTH OF
 TO0529'HIGHWAY MILEPOST 502, AT THE APPROXIMATE CENTER OF A LARGE GRASS AREA,
 TO0529'40.0 METERS (131 FEET) SOUTH OF THE NORTH END OF THE HIGHWAY RIGHT-
 TO0529'OF-WAY FENCE, 27.5 METERS (90.0 FEET) WEST OF THE CENTERLINE OF
 TO0529'THE SOUTH-BOUND LANES OF THE HIGHWAY, 2.1 METERS (7.0 FEET) NORTH OF
 TO0529'IDAHO STATE HIGHWAY RIGHT-OF-WAY MARKER NUMBER 326 X 51 59, 0.4
 TO0529'METER (1.4 FEET) EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 TO0529'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 TO0529'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0560 ***********************************************************************
 TO0560  DESIGNATION -  D 384
 TO0560  PID         -  TO0560
 TO0560  STATE/COUNTY-  ID/BONNER
 TO0560  USGS QUAD   -  SANDPOINT (1996)
 TO0560
 TO0560                         *CURRENT SURVEY CONTROL
 TO0560  ___________________________________________________________________
 TO0560* NAD 83(1986)-  48 17 01.     (N)    116 33 09.     (W)     SCALED    
 TO0560* NAVD 88     -       635.805  (meters)    2085.97   (feet)  ADJUSTED  
 TO0560  ___________________________________________________________________
 TO0560  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 TO0560  DYNAMIC HT  -         635.853 (meters)    2086.13  (feet)  COMP
 TO0560  MODELED GRAV-     980,666.9   (mgal)                       NAVD 88
 TO0560
 TO0560  VERT ORDER  -  FIRST     CLASS II
 TO0560
 TO0560.The horizontal coordinates were scaled from a topographic map and have
 TO0560.an estimated accuracy of +/- 6 seconds.
 TO0560
 TO0560.The orthometric height was determined by differential leveling
 TO0560.and adjusted by the National Geodetic Survey in June 1991..
 TO0560
 TO0560.The geoid height was determined by GEOID03.
 TO0560
 TO0560.The dynamic height is computed by dividing the NAVD 88
 TO0560.geopotential number by the normal gravity value computed on the
 TO0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0560.degrees latitude (g = 980.6199 gals.).
 TO0560
 TO0560.The modeled gravity was interpolated from observed gravity values.
 TO0560
 TO0560;                    North         East    Units  Estimated Accuracy
 TO0560;SPC ID W     -   735,610.      740,450.      MT  (+/- 180 meters Scaled)
 TO0560
 TO0560                          SUPERSEDED SURVEY CONTROL
 TO0560
 TO0560.No superseded survey control is available for this station.
 TO0560
 TO0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP331479(NAD 83)
 TO0560_MARKER: I = METAL ROD
 TO0560_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0560_SP_SET: STAINLESS STEEL ROD
 TO0560_STAMPING: D 384 1980
 TO0560_PROJECTION: RECESSED 3 CENTIMETERS
 TO0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0560_ROD/PIPE-DEPTH: 9.0  meters
 TO0560
 TO0560  HISTORY     - Date     Condition        Report By
 TO0560  HISTORY     - 1980     MONUMENTED       NGS
 TO0560
 TO0560                          STATION DESCRIPTION
 TO0560
 TO0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0560'0.9 KM NORTH FROM SANDPOINT.
 TO0560'0.9 KILOMETER (0.55 MILE) NORTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0560'SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, SET IN THE FRONT
 TO0560'LAWN OF THE SANDPOINT CHAMBER OF COMMERCE INFORMATION CENTER, 16.0
 TO0560'METERS (52.5 FEET) SOUTH OF THE CENTERLINE OF THE SOUTH ENTRANCE TO
 TO0560'THE CENTER, 15.3 METERS (50.0 FEET) WEST OF THE SOUTHWEST ENTRANCE TO
 TO0560'THE BUILDING, 12.0 METERS (39.3 FEET) EAST OF THE CENTERLINE OF THE
 TO0560'HIGHWAY, 0.8 METER (2.6 FEET) NORTH OF A WOODEN SIGN IDENTIFYING THE
 TO0560'INFORMATION CENTER.
 TO0560'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0548 ***********************************************************************
 TO0548  DESIGNATION -  D 385
 TO0548  PID         -  TO0548
 TO0548  STATE/COUNTY-  ID/BONNER
 TO0548  USGS QUAD   -  ELMIRA (1989)
 TO0548
 TO0548                         *CURRENT SURVEY CONTROL
 TO0548  ___________________________________________________________________
 TO0548* NAD 83(1986)-  48 25 38.     (N)    116 29 46.     (W)     SCALED    
 TO0548* NAVD 88     -       656.792  (meters)    2154.83   (feet)  ADJUSTED  
 TO0548  ___________________________________________________________________
 TO0548  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 TO0548  DYNAMIC HT  -         656.843 (meters)    2154.99  (feet)  COMP
 TO0548  MODELED GRAV-     980,668.5   (mgal)                       NAVD 88
 TO0548
 TO0548  VERT ORDER  -  FIRST     CLASS II
 TO0548
 TO0548.The horizontal coordinates were scaled from a topographic map and have
 TO0548.an estimated accuracy of +/- 6 seconds.
 TO0548
 TO0548.The orthometric height was determined by differential leveling
 TO0548.and adjusted by the National Geodetic Survey in June 1991..
 TO0548
 TO0548.The geoid height was determined by GEOID03.
 TO0548
 TO0548.The dynamic height is computed by dividing the NAVD 88
 TO0548.geopotential number by the normal gravity value computed on the
 TO0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0548.degrees latitude (g = 980.6199 gals.).
 TO0548
 TO0548.The modeled gravity was interpolated from observed gravity values.
 TO0548
 TO0548;                    North         East    Units  Estimated Accuracy
 TO0548;SPC ID W     -   751,540.      744,790.      MT  (+/- 180 meters Scaled)
 TO0548
 TO0548                          SUPERSEDED SURVEY CONTROL
 TO0548
 TO0548.No superseded survey control is available for this station.
 TO0548
 TO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP372639(NAD 83)
 TO0548_MARKER: I = METAL ROD
 TO0548_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TO0548_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TO0548_STAMPING: D 385 1980
 TO0548_PROJECTION: FLUSH
 TO0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0548+STABILITY: POSITION/ELEVATION WELL
 TO0548_ROD/PIPE-DEPTH: 12.0 meters
 TO0548_SLEEVE-DEPTH  : 9.0 meters
 TO0548
 TO0548  HISTORY     - Date     Condition        Report By
 TO0548  HISTORY     - 1980     MONUMENTED       NGS
 TO0548
 TO0548                          STATION DESCRIPTION
 TO0548
 TO0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0548'18.8 KM NORTH FROM SANDPOINT.
 TO0548'18.8 KILOMETERS (11.6 MILES) NORTH ALONG U.S. HIGHWAY 2 AND 95 FROM
 TO0548'THE SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, AT AN IDAHO
 TO0548'STATE HIGHWAY WEIGH STATION, 6.9 METERS (22.5 FEET) NORTHWEST OF THE
 TO0548'CENTERLINE OF THE CONCRETE DRIVE FOR THE SCALES, 6.6 METERS (21.5
 TO0548'FEET) SOUTHEAST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 2.4 METERS (8.0
 TO0548'FEET) NORTHEAST OF THE NORTH CORNER OF THE WEIGH STATION BUILDING.
 TO0548'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TO0548'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0688 ***********************************************************************
 TO0688  DESIGNATION -  D 386
 TO0688  PID         -  TO0688
 TO0688  STATE/COUNTY-  ID/BONNER
 TO0688  USGS QUAD   -  LACLEDE (1996)
 TO0688
 TO0688                         *CURRENT SURVEY CONTROL
 TO0688  ___________________________________________________________________
 TO0688* NAD 83(1986)-  48 10 23.     (N)    116 52 25.     (W)     SCALED    
 TO0688* NAVD 88     -       633.649  (meters)    2078.90   (feet)  ADJUSTED  
 TO0688  ___________________________________________________________________
 TO0688  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 TO0688  DYNAMIC HT  -         633.707 (meters)    2079.09  (feet)  COMP
 TO0688  MODELED GRAV-     980,683.1   (mgal)                       NAVD 88
 TO0688
 TO0688  VERT ORDER  -  FIRST     CLASS II
 TO0688
 TO0688.The horizontal coordinates were scaled from a topographic map and have
 TO0688.an estimated accuracy of +/- 6 seconds.
 TO0688
 TO0688.The orthometric height was determined by differential leveling
 TO0688.and adjusted by the National Geodetic Survey in June 1991..
 TO0688
 TO0688.The geoid height was determined by GEOID03.
 TO0688
 TO0688.The dynamic height is computed by dividing the NAVD 88
 TO0688.geopotential number by the normal gravity value computed on the
 TO0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0688.degrees latitude (g = 980.6199 gals.).
 TO0688
 TO0688.The modeled gravity was interpolated from observed gravity values.
 TO0688
 TO0688;                    North         East    Units  Estimated Accuracy
 TO0688;SPC ID W     -   723,620.      716,440.      MT  (+/- 180 meters Scaled)
 TO0688
 TO0688                          SUPERSEDED SURVEY CONTROL
 TO0688
 TO0688.No superseded survey control is available for this station.
 TO0688
 TO0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP093355(NAD 83)
 TO0688_MARKER: I = METAL ROD
 TO0688_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0688_SP_SET: STAINLESS STEEL ROD
 TO0688_STAMPING: D 386 1980
 TO0688_PROJECTION: FLUSH
 TO0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0688_ROD/PIPE-DEPTH: 6.1  meters
 TO0688
 TO0688  HISTORY     - Date     Condition        Report By
 TO0688  HISTORY     - 1980     MONUMENTED       NGS
 TO0688
 TO0688                          STATION DESCRIPTION
 TO0688
 TO0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0688'3.4 KM SE FROM PRIEST RIVER.
 TO0688'3.4 KILOMETERS (2.15 MILES) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE
 TO0688'JUNIOR HIGHSCHOOL IN PRIEST RIVER, IN LINE WITH A ROW OF POWER LINE
 TO0688'POLES, AT HIGHWAY MILEPOST 8, 24.1 METERS (79.0 FEET) SOUTHWEST
 TO0688'OF THE CENTERLINE OF THE HIGHWAY, 22.0 METERS (72.5 FEET) NORTHEAST
 TO0688'OF THE NORTHEAST RAIL OF THE SPOKANE INTERNATIONAL RAILWAY TRACKS,
 TO0688'2.1 METERS (7.0 FEET) NORTHWEST OF THE CENTERLINE OF A DIRT TRACK
 TO0688'ROAD, 1.2 METERS (4.0 FEET) SOUTHEAST OF POWER LINE POLE NUMBER
 TO0688'308461.
 TO0688'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 TO0688'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0584 ***********************************************************************
 TO0584  DESIGNATION -  D 387
 TO0584  PID         -  TO0584
 TO0584  STATE/COUNTY-  ID/BONNER
 TO0584  USGS QUAD   -  HOPE (1996)
 TO0584
 TO0584                         *CURRENT SURVEY CONTROL
 TO0584  ___________________________________________________________________
 TO0584* NAD 83(1986)-  48 12 55.     (N)    116 15 23.     (W)     SCALED    
 TO0584* NAVD 88     -       640.914  (meters)    2102.73   (feet)  ADJUSTED  
 TO0584  ___________________________________________________________________
 TO0584  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 TO0584  DYNAMIC HT  -         640.941 (meters)    2102.82  (feet)  COMP
 TO0584  MODELED GRAV-     980,635.2   (mgal)                       NAVD 88
 TO0584
 TO0584  VERT ORDER  -  FIRST     CLASS II
 TO0584
 TO0584.The horizontal coordinates were scaled from a topographic map and have
 TO0584.an estimated accuracy of +/- 6 seconds.
 TO0584
 TO0584.The orthometric height was determined by differential leveling
 TO0584.and adjusted by the National Geodetic Survey in June 1991..
 TO0584
 TO0584.The geoid height was determined by GEOID03.
 TO0584
 TO0584.The dynamic height is computed by dividing the NAVD 88
 TO0584.geopotential number by the normal gravity value computed on the
 TO0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0584.degrees latitude (g = 980.6199 gals.).
 TO0584
 TO0584.The modeled gravity was interpolated from observed gravity values.
 TO0584
 TO0584;                    North         East    Units  Estimated Accuracy
 TO0584;SPC ID W     -   727,830.      762,370.      MT  (+/- 180 meters Scaled)
 TO0584
 TO0584                          SUPERSEDED SURVEY CONTROL
 TO0584
 TO0584.No superseded survey control is available for this station.
 TO0584
 TO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP552404(NAD 83)
 TO0584_MARKER: DB = BENCH MARK DISK
 TO0584_SETTING: 66 = SET IN ROCK OUTCROP
 TO0584_SP_SET: ROCK OUTCROP
 TO0584_STAMPING: D 387 1980
 TO0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0584+STABILITY: POSITION/ELEVATION WELL
 TO0584
 TO0584  HISTORY     - Date     Condition        Report By
 TO0584  HISTORY     - 1980     MONUMENTED       NGS
 TO0584
 TO0584                          STATION DESCRIPTION
 TO0584
 TO0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0584'10.5 KM NW FROM CLARK FORK.
 TO0584'10.5 KILOMETERS (6.5 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 TO0584'THE PUBLIC SCHOOL IN CLARK FORK, 0.3 KILOMETER (0.2 MILE) NORTHWEST
 TO0584'OF HIGHWAY MILEPOST 49, AT THE SOUTHEAST END OF A HIGHWAY CURVE, SET
 TO0584'IN TOP OF A SHELF OF ROCK AT THE CENTER OF A CUT BANK ON THE
 TO0584'BURLINGTON NORTHERN RAILWAY, 177 METERS (583 FEET) NORTHWEST OF BENCH
 TO0584'MARK L 287, 38.7 METERS (127 FEET) NORTHEAST OF THE CENTERLINE OF THE
 TO0584'HIGHWAY, 72.4 METERS (238 FEET) NORTHWEST OF RAILWAY MILEPOST 100,
 TO0584'5.3 METERS (17.4 FEET) SOUTHEAST OF THE NORTHWEST END OF THE CUT, 3.7
 TO0584'METERS (12.0 FEET) NORTHEAST OF THE NORTHEAST RAIL OF TE TRACKS, 2.2
 TO0584'METERS (7.2 FEET) NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 TO0584'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 TO0584'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0800 ***********************************************************************
 RY0800  DESIGNATION -  D 388
 RY0800  PID         -  RY0800
 RY0800  STATE/COUNTY-  ID/IDAHO
 RY0800  USGS QUAD   -  ROCKY POINT (1994)
 RY0800
 RY0800                         *CURRENT SURVEY CONTROL
 RY0800  ___________________________________________________________________
 RY0800* NAD 83(1986)-  46 30 56.     (N)    114 42 56.     (W)     SCALED    
 RY0800* NAVD 88     -      1079.950  (meters)    3543.14   (feet)  ADJUSTED  
 RY0800  ___________________________________________________________________
 RY0800  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 RY0800  DYNAMIC HT  -        1079.722 (meters)    3542.39  (feet)  COMP
 RY0800  MODELED GRAV-     980,367.8   (mgal)                       NAVD 88
 RY0800
 RY0800  VERT ORDER  -  FIRST     CLASS II
 RY0800
 RY0800.The horizontal coordinates were scaled from a topographic map and have
 RY0800.an estimated accuracy of +/- 6 seconds.
 RY0800
 RY0800.The orthometric height was determined by differential leveling
 RY0800.and adjusted by the National Geodetic Survey in June 1991..
 RY0800
 RY0800.The geoid height was determined by GEOID03.
 RY0800
 RY0800.The dynamic height is computed by dividing the NAVD 88
 RY0800.geopotential number by the normal gravity value computed on the
 RY0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0800.degrees latitude (g = 980.6199 gals.).
 RY0800
 RY0800.The modeled gravity was interpolated from observed gravity values.
 RY0800
 RY0800;                    North         East    Units  Estimated Accuracy
 RY0800;SPC ID W     -   539,260.      879,380.      MT  (+/- 180 meters Scaled)
 RY0800
 RY0800                          SUPERSEDED SURVEY CONTROL
 RY0800
 RY0800.No superseded survey control is available for this station.
 RY0800
 RY0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM752538(NAD 83)
 RY0800_MARKER: DB = BENCH MARK DISK
 RY0800_SETTING: 66 = SET IN ROCK OUTCROP
 RY0800_SP_SET: ROCK OUTCROP
 RY0800_STAMPING: D 388 1980
 RY0800_MARK LOGO: NGS   
 RY0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0800+STABILITY: POSITION/ELEVATION WELL
 RY0800
 RY0800  HISTORY     - Date     Condition        Report By
 RY0800  HISTORY     - 1980     MONUMENTED       NGS
 RY0800
 RY0800                          STATION DESCRIPTION
 RY0800
 RY0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0800'1.3 KM (0.8 MI) NE FROM POWELL RANGER STATION.
 RY0800'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0800'RANGER STATION, THENCE 0.3 KILOMETER (0.2 MILE) NORTHEAST ALONG U.S.
 RY0800'HIGHWAY 12, IN THE NORTHWEST CORNER OF THE T JUNCTION OF PARACHUTE
 RY0800'HILL ROAD (FOREST SERVICE ROAD 569), SET IN TOP OF A SMALL, LIGHT
 RY0800'BROWN GRANITE SHELF IN A HIGHWAY CUT, 12.4 METERS (40.7 FEET) NORTH
 RY0800'OF THE CENTERLINE OF THE HIGHWAY, 37.8 METERS (124 FEET) WEST OF THE
 RY0800'CENTERLINE OF PARACHUTE HILL ROAD, 18.8 METERS (61.7 FEET) NORTH
 RY0800'ACROSS THE HIGHWAY FROM MILEPOST 162.
 RY0800'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RY0800'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0775 ***********************************************************************
 RY0775  DESIGNATION -  D 389
 RY0775  PID         -  RY0775
 RY0775  STATE/COUNTY-  ID/IDAHO
 RY0775  USGS QUAD   -  GREYSTONE BUTTE (1994)
 RY0775
 RY0775                         *CURRENT SURVEY CONTROL
 RY0775  ___________________________________________________________________
 RY0775* NAD 83(1986)-  46 26 52.     (N)    115 04 53.     (W)     SCALED    
 RY0775* NAVD 88     -       837.887  (meters)    2748.97   (feet)  ADJUSTED  
 RY0775  ___________________________________________________________________
 RY0775  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 RY0775  DYNAMIC HT  -         837.726 (meters)    2748.44  (feet)  COMP
 RY0775  MODELED GRAV-     980,395.6   (mgal)                       NAVD 88
 RY0775
 RY0775  VERT ORDER  -  FIRST     CLASS II
 RY0775
 RY0775.The horizontal coordinates were scaled from a topographic map and have
 RY0775.an estimated accuracy of +/- 6 seconds.
 RY0775
 RY0775.The orthometric height was determined by differential leveling
 RY0775.and adjusted by the National Geodetic Survey in June 1991..
 RY0775
 RY0775.The geoid height was determined by GEOID03.
 RY0775
 RY0775.The dynamic height is computed by dividing the NAVD 88
 RY0775.geopotential number by the normal gravity value computed on the
 RY0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0775.degrees latitude (g = 980.6199 gals.).
 RY0775
 RY0775.The modeled gravity was interpolated from observed gravity values.
 RY0775
 RY0775;                    North         East    Units  Estimated Accuracy
 RY0775;SPC ID W     -   531,430.      851,370.      MT  (+/- 180 meters Scaled)
 RY0775
 RY0775                          SUPERSEDED SURVEY CONTROL
 RY0775
 RY0775.No superseded survey control is available for this station.
 RY0775
 RY0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM473455(NAD 83)
 RY0775_MARKER: DB = BENCH MARK DISK
 RY0775_SETTING: 66 = SET IN ROCK OUTCROP
 RY0775_SP_SET: ROCK OUTCROP
 RY0775_STAMPING: D 389 1980
 RY0775_MARK LOGO: NGS   
 RY0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0775+STABILITY: POSITION/ELEVATION WELL
 RY0775
 RY0775  HISTORY     - Date     Condition        Report By
 RY0775  HISTORY     - 1980     MONUMENTED       NGS
 RY0775
 RY0775                          STATION DESCRIPTION
 RY0775
 RY0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0775'29.0 KM (18.05) MI NE FROM LOCHSA RANGER STATION.
 RY0775'29.0 KILOMETERS (18.05 MILES) NORHTEAST ALONG U.S. HIGHWAY 12 FROM
 RY0775'THE LOCHSA RANGER STATION, SET IN TOP OF A SMALL FLAT SHELF OF
 RY0775'DARK GRAY GRANITE AT THE SOUTHEAST END OF A BEDROCK HIGHWAY CUT,
 RY0775'127.8 METERS (419 FEET) NORTHWEST ACROSS THE HIGHWAY FROM MILEPOST
 RY0775'139, DUE WEST OF A MASSIVE BOULDER IN THE SOUTHWEST EDGE OF THE LOCHSA
 RY0775'RIVER, 6.1 METERS (20.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 RY0775'HIGHWAY, 37.8 METERS (124 FEET) NORTHWEST ACROSS THE HIGHWAY FROM
 RY0775'THE NORTHWEST END OF A STEEL GUARDRAIL AT THE NORTHWEST END OF A
 RY0775'HIGHWAY CURVE, 15.0 METERS (49.2 FEET) SOUTHEAST OF THE NORTHWEST
 RY0775'END OF THE CUT, 11.3 METERS (37.0 FEET) NORTHWEST OF THE SOUTHEAST
 RY0775'END OF THE CUT.
 RY0775'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RY0775'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0072 ***********************************************************************
 QA0072  DESIGNATION -  D 39
 QA0072  PID         -  QA0072
 QA0072  STATE/COUNTY-  ID/CUSTER
 QA0072  USGS QUAD   -  CLAYTON (1980)
 QA0072
 QA0072                         *CURRENT SURVEY CONTROL
 QA0072  ___________________________________________________________________
 QA0072* NAD 83(1986)-  44 15 16.     (N)    114 26 39.     (W)     SCALED    
 QA0072* NAVD 88     -      1688.573  (meters)    5539.93   (feet)  ADJUSTED  
 QA0072  ___________________________________________________________________
 QA0072  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 QA0072  DYNAMIC HT  -        1687.637 (meters)    5536.86  (feet)  COMP
 QA0072  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 QA0072
 QA0072  VERT ORDER  -  SECOND    CLASS 0
 QA0072
 QA0072.The horizontal coordinates were scaled from a topographic map and have
 QA0072.an estimated accuracy of +/- 6 seconds.
 QA0072
 QA0072.The orthometric height was determined by differential leveling
 QA0072.and adjusted by the National Geodetic Survey in June 1991..
 QA0072
 QA0072.The geoid height was determined by GEOID03.
 QA0072
 QA0072.The dynamic height is computed by dividing the NAVD 88
 QA0072.geopotential number by the normal gravity value computed on the
 QA0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0072.degrees latitude (g = 980.6199 gals.).
 QA0072
 QA0072.The modeled gravity was interpolated from observed gravity values.
 QA0072
 QA0072;                    North         East    Units  Estimated Accuracy
 QA0072;SPC ID C     -   287,560.      464,530.      MT  (+/- 180 meters Scaled)
 QA0072
 QA0072                          SUPERSEDED SURVEY CONTROL
 QA0072
 QA0072  NGVD 29 (??/??/92) 1687.342  (m)         5535.89   (f) ADJ UNCH    2 0
 QA0072
 QA0072.Superseded values are not recommended for survey control.
 QA0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0072.See file dsdata.txt to determine how the superseded data were derived.
 QA0072
 QA0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK040033(NAD 83)
 QA0072_MARKER: DB = BENCH MARK DISK
 QA0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0072_STAMPING: D 39 1934
 QA0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0072+STABILITY: SURFACE MOTION
 QA0072
 QA0072  HISTORY     - Date     Condition        Report By
 QA0072  HISTORY     - 1934     MONUMENTED       CGS
 QA0072  HISTORY     - 1955     GOOD             NGS
 QA0072  HISTORY     - 19940601 MARK NOT FOUND   IDTD
 QA0072  HISTORY     - 19940601 MARK NOT FOUND   IDTD
 QA0072
 QA0072                          STATION DESCRIPTION
 QA0072
 QA0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0072'2.6 MI W FROM CLAYTON.
 QA0072'ABOUT 2.6 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE AT
 QA0072'CLAYTON, AT SULLIVAN HOT SPRINGS, ABOUT 700 FEET SOUTHEAST OF THE
 QA0072'PRESENT HIGHWAY, WEST OF A YELLOW WOODEN HOUSE, THE LARGEST HOUSE IN
 QA0072'THE VICINITY, IN THE FENCE LINE ALONG THE NORTHWEST END OF THE LAWN,
 QA0072'ABOUT 27 FEET SOUTHWEST OF THE GATE AT THE END OF THE CONCRETE WALK,
 QA0072'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 QA0072
 QA0072                          STATION RECOVERY (1994)
 QA0072
 QA0072'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (RS)
 QA0072'MARK NOT FOUND.
 QA0072
 QA0072                          STATION RECOVERY (1994)
 QA0072
 QA0072'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (GDJ)
 QA0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0746 ***********************************************************************
 RY0746  DESIGNATION -  D 390
 RY0746  PID         -  RY0746
 RY0746  STATE/COUNTY-  ID/IDAHO
 RY0746  USGS QUAD   -  SYRINGA (1994)
 RY0746
 RY0746                         *CURRENT SURVEY CONTROL
 RY0746  ___________________________________________________________________
 RY0746* NAD 83(1986)-  46 08 10.     (N)    115 38 43.     (W)     SCALED    
 RY0746* NAVD 88     -       448.801  (meters)    1472.44   (feet)  ADJUSTED  
 RY0746  ___________________________________________________________________
 RY0746  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 RY0746  DYNAMIC HT  -         448.749 (meters)    1472.27  (feet)  COMP
 RY0746  MODELED GRAV-     980,488.0   (mgal)                       NAVD 88
 RY0746
 RY0746  VERT ORDER  -  FIRST     CLASS II
 RY0746
 RY0746.The horizontal coordinates were scaled from a topographic map and have
 RY0746.an estimated accuracy of +/- 6 seconds.
 RY0746
 RY0746.The orthometric height was determined by differential leveling
 RY0746.and adjusted by the National Geodetic Survey in June 1991..
 RY0746
 RY0746.The geoid height was determined by GEOID03.
 RY0746
 RY0746.The dynamic height is computed by dividing the NAVD 88
 RY0746.geopotential number by the normal gravity value computed on the
 RY0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0746.degrees latitude (g = 980.6199 gals.).
 RY0746
 RY0746.The modeled gravity was interpolated from observed gravity values.
 RY0746
 RY0746;                    North         East    Units  Estimated Accuracy
 RY0746;SPC ID W     -   496,570.      808,090.      MT  (+/- 180 meters Scaled)
 RY0746
 RY0746                          SUPERSEDED SURVEY CONTROL
 RY0746
 RY0746.No superseded survey control is available for this station.
 RY0746
 RY0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM046100(NAD 83)
 RY0746_MARKER: DB = BENCH MARK DISK
 RY0746_SETTING: 66 = SET IN ROCK OUTCROP
 RY0746_SP_SET: ROCK OUTCROP
 RY0746_STAMPING: D 390 1980
 RY0746_MARK LOGO: NGS   
 RY0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0746+STABILITY: POSITION/ELEVATION WELL
 RY0746
 RY0746  HISTORY     - Date     Condition        Report By
 RY0746  HISTORY     - 1980     MONUMENTED       NGS
 RY0746
 RY0746                          STATION DESCRIPTION
 RY0746
 RY0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0746'4.2 KM (2.65 MI) SW FROM LOWELL.
 RY0746'4.2 KILOMETERS (2.65 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0746'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.55
 RY0746'KILOMETER (0.35 MILE) EAST OF HIGHWAY MILEPOST 94, SET IN TOP OF A
 RY0746'SLOPING ROCK OUTCROP ON THE EXTENDED CENTERLINE OF THE WEST DRIVE
 RY0746'OF THE THREE DEVILS PICNIC AREA, 7.0 METERS (23.0 FEET) NORTH OF THE
 RY0746'CENTERLINE OF THE HIGHWAY, 44.8 METERS (147 FEET) WEST OF THE TOP
 RY0746'CENTER OF THE NORTHWEST END OF A 90-CENTIMETER (36-INCH) DIAMETER
 RY0746'STEEL PIPE CULVERT RUNNING DIAGONALLY UNDER THE HIGHWAY, 30.5 METERS
 RY0746'(100 FEET) NORTHWEST ACROSS THE HIGHWAY FROM THE NORTH LEG OF THE
 RY0746'PICNIC AREA SIGN.
 RY0746'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1393 ***********************************************************************
 RZ1393  DESIGNATION -  D 391
 RZ1393  PID         -  RZ1393
 RZ1393  STATE/COUNTY-  ID/LEWIS
 RZ1393  USGS QUAD   -  WOODLAND (1994)
 RZ1393
 RZ1393                         *CURRENT SURVEY CONTROL
 RZ1393  ___________________________________________________________________
 RZ1393* NAD 83(1986)-  46 17 06.     (N)    116 06 52.     (W)     SCALED    
 RZ1393* NAVD 88     -       349.894  (meters)    1147.94   (feet)  ADJUSTED  
 RZ1393  ___________________________________________________________________
 RZ1393  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 RZ1393  DYNAMIC HT  -         349.862 (meters)    1147.84  (feet)  COMP
 RZ1393  MODELED GRAV-     980,515.1   (mgal)                       NAVD 88
 RZ1393
 RZ1393  VERT ORDER  -  FIRST     CLASS II
 RZ1393
 RZ1393.The horizontal coordinates were scaled from a topographic map and have
 RZ1393.an estimated accuracy of +/- 6 seconds.
 RZ1393
 RZ1393.The orthometric height was determined by differential leveling
 RZ1393.and adjusted by the National Geodetic Survey in June 1991..
 RZ1393
 RZ1393.The geoid height was determined by GEOID03.
 RZ1393
 RZ1393.The dynamic height is computed by dividing the NAVD 88
 RZ1393.geopotential number by the normal gravity value computed on the
 RZ1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1393.degrees latitude (g = 980.6199 gals.).
 RZ1393
 RZ1393.The modeled gravity was interpolated from observed gravity values.
 RZ1393
 RZ1393;                    North         East    Units  Estimated Accuracy
 RZ1393;SPC ID W     -   513,180.      771,920.      MT  (+/- 180 meters Scaled)
 RZ1393
 RZ1393                          SUPERSEDED SURVEY CONTROL
 RZ1393
 RZ1393.No superseded survey control is available for this station.
 RZ1393
 RZ1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM682260(NAD 83)
 RZ1393_MARKER: DB = BENCH MARK DISK
 RZ1393_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1393_SP_SET: ROCK OUTCROP
 RZ1393_STAMPING: D 391 1980
 RZ1393_MARK LOGO: NGS   
 RZ1393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1393+STABILITY: POSITION/ELEVATION WELL
 RZ1393
 RZ1393  HISTORY     - Date     Condition        Report By
 RZ1393  HISTORY     - 1980     MONUMENTED       NGS
 RZ1393
 RZ1393                          STATION DESCRIPTION
 RZ1393
 RZ1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1393'11.4 KM (7.1 MI) NW FROM KAMIAH.
 RZ1393'11.4 KILOMETERS (7.1 MILES) NORTHWEST ALONG U.S HIGHWAY 12 FROM THE
 RZ1393'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN
 RZ1393'KAMIAH, AT THE APPROXIMATE CENTER OF THE OUTSIDE OF A HIGHWAY CURVE,
 RZ1393'SET IN TOP OF THE NORTHEAST EDGE OF A LARGE GRANITE SHELF BELOW
 RZ1393'A LARGE UNCUT OUTCROP, 6.5 METERS (21.5 FEET) SOUTHWEST OF THE
 RZ1393'CENTERLINE OF THE HIGHWAY, 69.2 METERS (227 FEET) NORTHWEST OF THE
 RZ1393'NORTHWEST END OF A CONCRETE HEADWALL FOR A 45-CENTIMETER (18-INCH)
 RZ1393'DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY, 1.5 METERS (5.0 FEET)
 RZ1393'NORTHEAST OF THE VERTICAL FACE OF THE UNCUT OUTCROP.
 RZ1393'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 RZ1393'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1369 ***********************************************************************
 RZ1369  DESIGNATION -  D 392
 RZ1369  PID         -  RZ1369
 RZ1369  STATE/COUNTY-  ID/CLEARWATER
 RZ1369  USGS QUAD   -  AHSAHKA (1994)
 RZ1369
 RZ1369                         *CURRENT SURVEY CONTROL
 RZ1369  ___________________________________________________________________
 RZ1369* NAD 83(1986)-  46 30 04.     (N)    116 20 27.     (W)     SCALED    
 RZ1369* NAVD 88     -       301.711  (meters)     989.86   (feet)  ADJUSTED  
 RZ1369  ___________________________________________________________________
 RZ1369  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 RZ1369  DYNAMIC HT  -         301.704 (meters)     989.84  (feet)  COMP
 RZ1369  MODELED GRAV-     980,583.0   (mgal)                       NAVD 88
 RZ1369
 RZ1369  VERT ORDER  -  FIRST     CLASS II
 RZ1369
 RZ1369.The horizontal coordinates were scaled from a topographic map and have
 RZ1369.an estimated accuracy of +/- 6 seconds.
 RZ1369
 RZ1369.The orthometric height was determined by differential leveling
 RZ1369.and adjusted by the National Geodetic Survey in June 1991..
 RZ1369
 RZ1369.The geoid height was determined by GEOID03.
 RZ1369
 RZ1369.The dynamic height is computed by dividing the NAVD 88
 RZ1369.geopotential number by the normal gravity value computed on the
 RZ1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1369.degrees latitude (g = 980.6199 gals.).
 RZ1369
 RZ1369.The modeled gravity was interpolated from observed gravity values.
 RZ1369
 RZ1369;                    North         East    Units  Estimated Accuracy
 RZ1369;SPC ID W     -   537,310.      754,650.      MT  (+/- 180 meters Scaled)
 RZ1369
 RZ1369                          SUPERSEDED SURVEY CONTROL
 RZ1369
 RZ1369.No superseded survey control is available for this station.
 RZ1369
 RZ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM505499(NAD 83)
 RZ1369_MARKER: DB = BENCH MARK DISK
 RZ1369_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1369_SP_SET: ROCK OUTCROP
 RZ1369_STAMPING: D 392 1980
 RZ1369_MARK LOGO: NGS   
 RZ1369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1369+STABILITY: POSITION/ELEVATION WELL
 RZ1369
 RZ1369  HISTORY     - Date     Condition        Report By
 RZ1369  HISTORY     - 1980     MONUMENTED       NGS
 RZ1369
 RZ1369                          STATION DESCRIPTION
 RZ1369
 RZ1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1369'7.2 KM (4.5 MI) NW FROM OROFINO.
 RZ1369'7.2 KILOMETERS (4.5 MILES) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1369'JUNCTION OF STATE HIGHWAY 7 IN OROFINO, 0.6 KILOMETER (0.4 MILE)
 RZ1369'WEST OF HIGHWAY MILEPOST 40, 0.25 KILOMETER (0.15 MILE) SOUTHEAST OF
 RZ1369'THE ENTRANCE TO THE HIDDEN VILLAGE MOBILE HOME PARK, AT THE
 RZ1369'APPROXIMATE CENTER OF A ROCK CUT IN A SHORT HIGHWAY STRAIGHT-OF-WAY,
 RZ1369'MARK IS SET VERTICALLY IN THE NORTHEAST FACE OF ROCK, 11.3 METERS
 RZ1369'(37.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 58.2 METERS
 RZ1369'(191 FEET) NORTHWEST OF THE EXTENDED CENTERLINE OF A DRIVE LEADING
 RZ1369'TO SEWAGE STABILIZATION LAGOONS, 48.8 METERS (160 FEET) SOUTHEAST OF
 RZ1369'AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX AT THE NORTHWEST END OF
 RZ1369'THE OUTCROP, 8.5 METERS (28.0 FEET) SOUTHEAST OF A SPEED LIMIT SIGN,
 RZ1369'1.5 METERS (5.0 FEET) ABOVE THE GROUND.
 RZ1369'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1345 ***********************************************************************
 RZ1345  DESIGNATION -  D 393
 RZ1345  PID         -  RZ1345
 RZ1345  STATE/COUNTY-  ID/NEZ PERCE
 RZ1345  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ1345
 RZ1345                         *CURRENT SURVEY CONTROL
 RZ1345  ___________________________________________________________________
 RZ1345* NAD 83(1986)-  46 25 03.     (N)    117 00 02.     (W)     SCALED    
 RZ1345* NAVD 88     -       235.894  (meters)     773.93   (feet)  ADJUSTED  
 RZ1345  ___________________________________________________________________
 RZ1345  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 RZ1345  DYNAMIC HT  -         235.895 (meters)     773.93  (feet)  COMP
 RZ1345  MODELED GRAV-     980,611.7   (mgal)                       NAVD 88
 RZ1345
 RZ1345  VERT ORDER  -  FIRST     CLASS II
 RZ1345
 RZ1345.The horizontal coordinates were scaled from a topographic map and have
 RZ1345.an estimated accuracy of +/- 6 seconds.
 RZ1345
 RZ1345.The orthometric height was determined by differential leveling
 RZ1345.and adjusted by the National Geodetic Survey in June 1991..
 RZ1345
 RZ1345.The geoid height was determined by GEOID03.
 RZ1345
 RZ1345.The dynamic height is computed by dividing the NAVD 88
 RZ1345.geopotential number by the normal gravity value computed on the
 RZ1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1345.degrees latitude (g = 980.6199 gals.).
 RZ1345
 RZ1345.The modeled gravity was interpolated from observed gravity values.
 RZ1345
 RZ1345;                    North         East    Units  Estimated Accuracy
 RZ1345;SPC ID W     -   528,610.      703,870.      MT  (+/- 180 meters Scaled)
 RZ1345
 RZ1345                          SUPERSEDED SURVEY CONTROL
 RZ1345
 RZ1345.No superseded survey control is available for this station.
 RZ1345
 RZ1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM999404(NAD 83)
 RZ1345_MARKER: DB = BENCH MARK DISK
 RZ1345_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RZ1345_SP_SET: BRIDGE ABUTMENT
 RZ1345_STAMPING: D 393 1980
 RZ1345_MARK LOGO: NGS   
 RZ1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1345
 RZ1345  HISTORY     - Date     Condition        Report By
 RZ1345  HISTORY     - 1980     MONUMENTED       NGS
 RZ1345  HISTORY     - 1982     GOOD             NGS
 RZ1345  HISTORY     - 20060903 MARK NOT FOUND   GEOCAC
 RZ1345
 RZ1345                          STATION DESCRIPTION
 RZ1345
 RZ1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1345'IN LEWISTON.
 RZ1345'IN LEWISTON, SET IN TOP OF THE WEST CURB OVER THE WEST END OF THE
 RZ1345'SOUTH ABUTMENT OF THE U.S. HIGHWAY 12 BRIDGE OVER THE CLEARWATER
 RZ1345'RIVER, 7.45 METERS (24.5 FEET) NORTH OF THE NORTHEAST CORNER OF THE
 RZ1345'CONCRETE MEMORIAL BLOCK AT THE SOUTHWEST CORNER OF THE BRIDGE.
 RZ1345'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RZ1345
 RZ1345                          STATION RECOVERY (1982)
 RZ1345
 RZ1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ1345'RECOVERED IN GOOD CONDITION.
 RZ1345
 RZ1345                          STATION RECOVERY (2006)
 RZ1345
 RZ1345'RECOVERY NOTE BY GEOCACHING 2006 (JLH)
 RZ1345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0132 ***********************************************************************
 QA0132  DESIGNATION -  D 40
 QA0132  PID         -  QA0132
 QA0132  STATE/COUNTY-  ID/CUSTER
 QA0132  USGS QUAD   -  OBSIDIAN (1963)
 QA0132
 QA0132                         *CURRENT SURVEY CONTROL
 QA0132  ___________________________________________________________________
 QA0132* NAD 83(1992)-  44 03 21.46062(N)    114 50 08.85078(W)     ADJUSTED  
 QA0132* NAVD 88     -      2056.341  (meters)    6746.51   (feet)  ADJUSTED  
 QA0132  ___________________________________________________________________
 QA0132  LAPLACE CORR-           8.20  (seconds)                    DEFLEC99
 QA0132  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 QA0132  DYNAMIC HT  -        2054.984 (meters)    6742.06  (feet)  COMP
 QA0132  MODELED GRAV-     979,885.8   (mgal)                       NAVD 88
 QA0132
 QA0132  HORZ ORDER  -  FIRST
 QA0132  VERT ORDER  -  SECOND    CLASS 0
 QA0132
 QA0132.The horizontal coordinates were established by classical geodetic methods
 QA0132.and adjusted by the National Geodetic Survey in July 1992..
 QA0132
 QA0132.The orthometric height was determined by differential leveling
 QA0132.and adjusted by the National Geodetic Survey in June 1991..
 QA0132
 QA0132.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0132
 QA0132.The geoid height was determined by GEOID03.
 QA0132
 QA0132.The dynamic height is computed by dividing the NAVD 88
 QA0132.geopotential number by the normal gravity value computed on the
 QA0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0132.degrees latitude (g = 980.6199 gals.).
 QA0132
 QA0132.The modeled gravity was interpolated from observed gravity values.
 QA0132
 QA0132;                    North         East     Units Scale Factor Converg.
 QA0132;SPC ID C     -   265,752.546   433,030.798   MT  1.00000251   -0 34 52.3
 QA0132;SPC ID W     -   265,815.544   873,251.422   MT  0.99999930   +0 38 08.6
 QA0132;UTM  11      - 4,880,365.510   673,351.713   MT  0.99996961   +1 30 19.0
 QA0132
 QA0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0132!SPC ID C     -   0.99967966  x   1.00000251  =   0.99968217
 QA0132!SPC ID W     -   0.99967966  x   0.99999930  =   0.99967896
 QA0132!UTM  11      -   0.99967966  x   0.99996961  =   0.99964928
 QA0132
 QA0132|---------------------------------------------------------------------|
 QA0132| PID    Reference Object                     Distance      Geod. Az  |
 QA0132|                                                           dddmmss.s |
 QA0132| CD4248 D 40 AZ MK                                         17610     |
 QA0132| QA0737 HELL                                APPROX. 4.1 KM 1773845.2 |
 QA0132| QA0133 D 40 RM 2                            13.620 METERS 26654     |
 QA0132| CD4247 D 40 RM 1                            13.039 METERS 35510     |
 QA0132|---------------------------------------------------------------------|
 QA0132
 QA0132                          SUPERSEDED SURVEY CONTROL
 QA0132
 QA0132  NAD 83(1986)-  44 03 21.45969(N)    114 50 08.84522(W) AD(       ) 1
 QA0132  NAD 27      -  44 03 21.79100(N)    114 50 05.58200(W) AD(       ) 1
 QA0132  NGVD 29 (??/??/92) 2054.938  (m)         6741.91   (f) ADJ UNCH    2 0
 QA0132
 QA0132.Superseded values are not recommended for survey control.
 QA0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0132.See file dsdata.txt to determine how the superseded data were derived.
 QA0132
 QA0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ7335280366(NAD 83)
 QA0132_MARKER: DB = BENCH MARK DISK
 QA0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0132_STAMPING: D 40 1934
 QA0132_MARK LOGO: CGS   
 QA0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 QA0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0132+STABILITY: SURFACE MOTION
 QA0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QA0132+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 QA0132
 QA0132  HISTORY     - Date     Condition        Report By
 QA0132  HISTORY     - 1939     MONUMENTED       CGS
 QA0132  HISTORY     - 1955     GOOD             CGS
 QA0132  HISTORY     - 1955     GOOD             NGS
 QA0132  HISTORY     - 1970     SEE DESCRIPTION  USGS
 QA0132  HISTORY     - 1977     GOOD             NGS
 QA0132  HISTORY     - 19950920 GOOD             NGS
 QA0132
 QA0132                          STATION DESCRIPTION
 QA0132
 QA0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 QA0132'STATION IS 13.0 MILES, AIRLINE, SOUTH-SOUTHEAST OF STANLEY, 1.7
 QA0132'MILES, AIRLINE, NORTH OF SAWTOOTH VALLEY RANGER STATION AND LOOKOUT,
 QA0132'58 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 93, 1000 FEET
 QA0132'NORTH-NORTHWEST OF THE INTERSECTION OF THE ROAD LEADING NORTHEAST
 QA0132'TO THE AZTEC MINING AND MILLING COMPANY, 295 FEET SOUTH OF
 QA0132'RIGHT-OF-WAY POST 128, ABOUT 160 FEET SOUTH OF A CONCRETE CULVERT,
 QA0132'ABOUT 220 FEET NORTH-NORTHWEST OF ANOTHER CONCRETE CULVERT, AT THE
 QA0132'TOP OF A SMALL GRASS AND GRAVEL-COVERED RIDGE.  THE MARK
 QA0132'PROJECTS 1 FOOT, AND IS STAMPED D 40, 1934.  ELEVATION
 QA0132'6,741.919 FEET.
 QA0132'
 QA0132'TO REACH FROM STANLEY, GO SOUTH ON U.S. HIGHWAY 93 FOR 13.6 MILES
 QA0132'TO STATION.
 QA0132'
 QA0132'SURFACE MARK IS A STANDARD BRONZE (BENCH MARK) DISK SET IN THE TOP
 QA0132'OF A PRECAST 4-INCH SQUARE CONCRETE POST.  REFERENCE MARK NO. 1 IS A
 QA0132'STANDARD BRONZE DISK SET IN THE TOP OF A NIGGER-HEAD BOULDER
 QA0132'WEIGHING ABOUT 80 POUNDS.  REFERENCE MARK NO. 2 IS A STANDARD
 QA0132'BRONZE DISK SET IN THE TOP OF A NIGGER-HEAD BOULDER WEIGHING ABOUT
 QA0132'60 POUNDS.  AZIMUTH MARK IS A BRASS CAP ON THE TOP OF A
 QA0132'SQUARE CONCRETE POST.  THERE ARE NO UNDERGROUND OR WITNESS MARKS.
 QA0132'
 QA0132'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION, PROJECTING
 QA0132'4 INCHES, ABOUT 1 FOOT LOWER THAN THE STATION AND IS STAMPED D 40
 QA0132'NO. 1 1935.
 QA0132'
 QA0132'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, PROJECTING
 QA0132'6 INCHES, ABOUT 1 FOOT LOWER THAN THE STATION, AND IS STAMPED D 40
 QA0132'NO. 2 1935.
 QA0132'
 QA0132'AZIMUTH MARK IS 1.85 MILES (SPEEDOMETER) SOUTHEAST OF STATION, 0.1
 QA0132'MILE SOUTH OF CATTLE GUARD TO SAWTOOTH VALLEY RANGER STATION AND
 QA0132'LOOKOUT, 8 FEET WEST OF FENCE CORNER, AND EAST OF U.S. HIGHWAY 93.
 QA0132'IT PROJECTS 1-1/2 INCHES AND IS STAMPED R.P. NO. 2 U.S. BUREAU OF
 QA0132'ROADS FOREST SERVICE ROUTE.
 QA0132'
 QA0132'A WHITE POST 5 INCHES IN DIAMETER AND PROJECTING 2 FEET IS SET 5.85
 QA0132'FEET SOUTHWEST OF STATION.  POST BEARS THE STANDARD INSIGNIA IN
 QA0132'BLACK LETTERS.
 QA0132'
 QA0132'ALL OBJECTS ARE VISIBLE FROM A 4-FOOT STAND.
 QA0132'
 QA0132'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 QA0132
 QA0132                          STATION RECOVERY (1955)
 QA0132
 QA0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 QA0132'THE STATION WAS RECOVERED IN GOOD CONDITION.
 QA0132'
 QA0132'THE STATION IS LOCATED 13.0 MILES AIRLINE SOUTH SOUTHEAST OF STANLEY,
 QA0132'1.7 MILES AIRLINE NORTH OF SAWTOOTH VALLEY RANGER STATION, 56 FEET
 QA0132'WEST OF THE CENTERLINE OF U. S. HIGHWAY NO. 93, 1400 FEET NORTH
 QA0132'NORTHWEST OF THE INTERSECTION OF THE ROAD LEADING NORTHEAST UP
 QA0132'FISHER CREEK, 160 FEET SOUTH OF A CONCRETE CULVERT, ABOUT 220
 QA0132'FEET NORTHWEST OF ANOTHER CULVERT, SET IN A CONCRETE POST
 QA0132'PROJECTING 1 FOOT.  A STANDARD BENCH MARK DISK STAMPED D40 1934.
 QA0132'
 QA0132'TO REACH THE STATION FROM STANLEY GO SOUTH ALONG U. S. HIGHWAY NO.
 QA0132'93 FOR 13.6 MILES TO THE STATION.
 QA0132'
 QA0132'THE SURFACE MARK IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 QA0132'CONCRETE POST 4 INCHES SQUARE.  THERE IS NO UNDERGROUND MARK.
 QA0132'
 QA0132'REFERENCE MARK NO. 1 IS NORTH NORTHWEST OF THE STATION AND ABOUT
 QA0132'1 FOOT LOWER.  IT IS A STANDARD DISK STAMPED D40 NO 1 1935 SET IN
 QA0132'THE TOP OF A 1 FOOT ROUND BOULDER EMBEDDED IN EARTH AND PROJECTING
 QA0132'4 INCHES.
 QA0132'
 QA0132'REFERENCE MARK NO. 2 IS WEST SOUTHWEST OF THE STATION AND ABOUT 1
 QA0132'FOOT LOWER.  IT IS A STANDARD DISK STAMPED D40 NO 2 1935 SET IN TOP
 QA0132'OF A 10 INCH ROUND BOULDER EMBEDDED IN EARTH AND PROJECTING 6 INCHES.
 QA0132'
 QA0132'THE AZIMUTH MARK IS 1.85 MILES SOUTHEAST OF THE STATION, 0.1 MILE
 QA0132'SOUTH OF A CATTLE GUARD ON THE ROAD TO SAWTOOTH VALLEY RANGER
 QA0132'STATION, 90 FEET NORTH OF A SIGN-POST, 33 FEET EAST OF THE
 QA0132'CENTERLINE OF THE HIGHWAY AND 10 FEET WEST OF A FENCE CORNER, A
 QA0132'STANDARD U.S.B.P.R. FOREST HIGHWAY ROUTE SEC. DISK STAMPED
 QA0132'RP2 SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 QA0132
 QA0132                          STATION RECOVERY (1955)
 QA0132
 QA0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QA0132'13.6 MI S FROM STANLEY.
 QA0132'ABOUT 13.6 MILES SOUTH ALONG U. S. HIGHWAY NO. 93 FROM VALLEY CREEK
 QA0132'RANGER STATION AT STANLEY, ABOUT 1400 FEET NORTHWEST FROM THE
 QA0132'INTERSECTION OF THE ROAD LEADING NORTHEAST UP FISHER CREEK, ABOUT 220
 QA0132'FEET NORTHWEST OF A CONCRETE CULVERT, ABOUT 160 FEET SOUTH OF ANOTHER
 QA0132'CONCRETE CULVERT AND 56 FEET SOUTHWEST OF THE CENTERLINE OF THE
 QA0132'HIGHWAY, SET IN THE TOP OF A CONCRETE POST.
 QA0132
 QA0132                          STATION RECOVERY (1970)
 QA0132
 QA0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QA0132'ALL MARKS IN GOOD CONDITION.
 QA0132'
 QA0132'STATION MARK--A STANDARD BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 QA0132'POST 4 IN. SQUARE.
 QA0132
 QA0132                          STATION RECOVERY (1977)
 QA0132
 QA0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QA0132'PREVIOUS DESCRIPTION FOUND IN BOOK NO. 433, PAGE 5.
 QA0132'
 QA0132'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED, AND FOUND
 QA0132'IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED BY HIGHWAY
 QA0132'IMPROVEMENT.  A DIFFERENCE WAS FOUND IN THE HORIZONTAL ANGLE
 QA0132'BETWEEN THE REFERENCE MARKS.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 QA0132'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QA0132'
 QA0132'THE STATION IS ON RANGE LAND IN THE NORTHEAST 1/4 SECTION 5, T 8 N,
 QA0132'R 14 E.
 QA0132'
 QA0132'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21, AND U.S.
 QA0132'HIGHWAY 93, AT THE EAST EDGE OF STANLEY, GO SOUTHEAST ON U.S.
 QA0132'HIGHWAY 93 FOR 11.4 MILES TO THE SETTLEMENT OF OBSIDIAN, CONTINUE
 QA0132'SOUTHEAST ON THE HIGHWAY FOR 1.2 MILES TO MILEPOST NO. 177,
 QA0132'CONTINUE ON THE HIGHWAY FOR 0.5 MILE TO THE STATION ON THE
 QA0132'RIGHT.
 QA0132'
 QA0132'THE STATION MARK, STAMPED D 40 1934, IS A STANDARD BENCH MARK DISK
 QA0132'SET IN A 6-INCH SQUARE, PRECAST CONCRETE POST THAT PROJECTS 1-FOOT,
 QA0132'0.3 MILE NORTHWEST OF A CONCRETE BRIDGE OVER A SMALL CREEK, 160
 QA0132'FEET SOUTHEAST OF A CORRUGATED CULVERT UNDER THE HIGHWAY, 120 FEET
 QA0132'SOUTHEAST OF A POWER POLE, 55 FEET SOUTHWEST OF THE CENTER OF
 QA0132'THE HIGHWAY, 10 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE,
 QA0132'AND 2 FEET WEST OF A METAL WITNESS POST.
 QA0132'
 QA0132'REFERENCE MARK NO. 1, STAMPED D 40 NO 1 1935, IS A STANDARD DISK
 QA0132'CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT BOULDER THAT PROJECTS
 QA0132'3-INCHES, 77 FEET SOUTHEAST OF THE POWER POLE, 44 FEET SOUTHWEST OF
 QA0132'THE CENTER OF THE HIGHWAY, AND 1 FOOT NORTHEAST OF THE
 QA0132'RIGHT-OF-WAY FENCE.
 QA0132'
 QA0132'REFERENCE MARK NO. 2, STAMPED D 40 NO 2 1935, IS A STANDARD DISK
 QA0132'CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT BOULDER THAT PROJECTS
 QA0132'3-INCHES, 98 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, AND 53
 QA0132'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE.
 QA0132'
 QA0132'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE HIGHWAY
 QA0132'FOR 1.75 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 QA0132'
 QA0132'THE AZIMUTH MARK, STAMPED D 40 1935 1977, IS A STANDARD DISK CEMENTED
 QA0132'IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT PROJECTS 5-INCHES,
 QA0132'0.25 MILE SOUTH OF MILEPOST NO. 175, 450 FEET NORTH OF THE BRIDGE
 QA0132'OVER 4TH OF JULY CREEK, 53 FEET NORTH OF A POWER POLE WITH
 QA0132'TRANSFORMER, 50 FEET WEST OF THE CENTER OF THE HIGHWAY, AND 2
 QA0132'FEET WEST OF A METAL WITNESS POST.
 QA0132'
 QA0132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 QA0132'SOUTHEAST OF STANLEY.
 QA0132
 QA0132                          STATION RECOVERY (1995)
 QA0132
 QA0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 QA0132'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0133 ***********************************************************************
 QA0133  DESIGNATION -  D 40 RM 2
 QA0133  PID         -  QA0133
 QA0133  STATE/COUNTY-  ID/CUSTER
 QA0133  USGS QUAD   -  OBSIDIAN (1963)
 QA0133
 QA0133                         *CURRENT SURVEY CONTROL
 QA0133  ___________________________________________________________________
 QA0133* NAD 83(1986)-  44 03 21.     (N)    114 50 10.     (W)     SCALED    
 QA0133* NAVD 88     -      2055.93   (+/-2cm)    6745.2    (feet)  VERTCON   
 QA0133  ___________________________________________________________________
 QA0133  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 QA0133
 QA0133  VERT ORDER  -  THIRD (See Below)
 QA0133
 QA0133.The horizontal coordinates were scaled from a topographic map and have
 QA0133.an estimated accuracy of +/- 6 seconds.
 QA0133
 QA0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0133.The vertical order pertains to the NGVD 29 superseded value.
 QA0133
 QA0133.The geoid height was determined by GEOID03.
 QA0133
 QA0133;                    North         East    Units  Estimated Accuracy
 QA0133;SPC ID C     -   265,740.      433,010.      MT  (+/- 180 meters Scaled)
 QA0133
 QA0133                          SUPERSEDED SURVEY CONTROL
 QA0133
 QA0133  NGVD 29 (03/27/06) 2054.54   (m)         6740.6    (f) RESET       3  
 QA0133
 QA0133.Superseded values are not recommended for survey control.
 QA0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0133.See file dsdata.txt to determine how the superseded data were derived.
 QA0133
 QA0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ733803(NAD 83)
 QA0133_MARKER: DR = REFERENCE MARK DISK
 QA0133_SETTING: 80 = SET IN A BOULDER
 QA0133_STAMPING: D 40 NO 2 1935
 QA0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0133+STABILITY: SURFACE MOTION
 QA0133
 QA0133  HISTORY     - Date     Condition        Report By
 QA0133  HISTORY     - 1939     MONUMENTED       CGS
 QA0133  HISTORY     - 1977     GOOD             NGS
 QA0133
 QA0133                          STATION DESCRIPTION
 QA0133
 QA0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 QA0133'1.3 MI SE FROM STANLEY.
 QA0133'REACHED FROM THE JUNCTION OF STATE HIGHWAY 21, AND U.S. HIGHWAY 93, AT
 QA0133'THE EAST EDGE OF STANLEY, GO SOUTHEAST ON U.S. HIGHWAY 93 FOR 12.6
 QA0133'MILES TO MILEPOST NO. 177, CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.5
 QA0133'MILE TO THE MARK ON THE RIGHT, 98 FEET SOUTHWEST OF THE CENTER OF U.
 QA0133'S. HIGHWAY 93, 53 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE, AND
 QA0133'68 FEET WEST OF BENCH MARK D 40, CEMENTED IN A DRILL HOLE IN A 1 BY 1
 QA0133'FOOT BOULDER THAT PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1480 ***********************************************************************
 RZ1480  DESIGNATION -  D 402
 RZ1480  PID         -  RZ1480
 RZ1480  STATE/COUNTY-  ID/NEZ PERCE
 RZ1480  USGS QUAD   -  CLARKSTON (1971)
 RZ1480
 RZ1480                         *CURRENT SURVEY CONTROL
 RZ1480  ___________________________________________________________________
 RZ1480* NAD 83(1986)-  46 24 27.     (N)    117 00 08.     (W)     SCALED    
 RZ1480* NAVD 88     -       273.371  (meters)     896.88   (feet)  ADJUSTED  
 RZ1480  ___________________________________________________________________
 RZ1480  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 RZ1480  DYNAMIC HT  -         273.372 (meters)     896.89  (feet)  COMP
 RZ1480  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 RZ1480
 RZ1480  VERT ORDER  -  FIRST     CLASS II
 RZ1480
 RZ1480.The horizontal coordinates were scaled from a topographic map and have
 RZ1480.an estimated accuracy of +/- 6 seconds.
 RZ1480
 RZ1480.The orthometric height was determined by differential leveling
 RZ1480.and adjusted by the National Geodetic Survey in June 1991..
 RZ1480
 RZ1480.The geoid height was determined by GEOID03.
 RZ1480
 RZ1480.The dynamic height is computed by dividing the NAVD 88
 RZ1480.geopotential number by the normal gravity value computed on the
 RZ1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1480.degrees latitude (g = 980.6199 gals.).
 RZ1480
 RZ1480.The modeled gravity was interpolated from observed gravity values.
 RZ1480
 RZ1480;                    North         East    Units  Estimated Accuracy
 RZ1480;SPC ID W     -   527,500.      703,720.      MT  (+/- 180 meters Scaled)
 RZ1480
 RZ1480                          SUPERSEDED SURVEY CONTROL
 RZ1480
 RZ1480.No superseded survey control is available for this station.
 RZ1480
 RZ1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM998393(NAD 83)
 RZ1480_MARKER: I = METAL ROD
 RZ1480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1480_SP_SET: STAINLESS STEEL ROD
 RZ1480_STAMPING: D 402 1982
 RZ1480_MARK LOGO: NGS   
 RZ1480_PROJECTION: FLUSH
 RZ1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1480_ROD/PIPE-DEPTH: 3.0  meters
 RZ1480
 RZ1480  HISTORY     - Date     Condition        Report By
 RZ1480  HISTORY     - 1982     MONUMENTED       NGS
 RZ1480
 RZ1480                          STATION DESCRIPTION
 RZ1480
 RZ1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1480'1.8 KM (1.1 MI) SE FROM LEWISTON.
 RZ1480'1.15 KM (0.7 MI) EAST ALONG MAIN STREET FROM THE COURTHOUSE IN
 RZ1480'LEWISTON, THENCE 0.65 KM (0.4 MI) SOUTH ALONG COUNTY ROAD P 2, 0.35
 RZ1480'METER (1.2 FT) SOUTH OF THE SOUTHEAST CORNER OF OUR LADY OF LOURDES
 RZ1480'CHURCH, ON THE NORTHWEST CORNER OF THE INTERSECTION OF THIRTEENTH
 RZ1480'AVENUE, 12.6 METERS (41.5 FT) WEST OF THE WEST CURB OF TWENTY FIRST
 RZ1480'STREET, 9.1 METERS (30 FT) NORTH OF THE NORTH CURB OF THIRTEENTH
 RZ1480'AVENUE.
 RZ1480'THE MARK IS 0.8 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1522 ***********************************************************************
 RZ1522  CBN         -  This is a Cooperative Base Network Control Station.
 RZ1522  DESIGNATION -  D 403
 RZ1522  PID         -  RZ1522
 RZ1522  STATE/COUNTY-  ID/LEWIS
 RZ1522  USGS QUAD   -  WINCHESTER EAST (1979)
 RZ1522
 RZ1522                         *CURRENT SURVEY CONTROL
 RZ1522  ___________________________________________________________________
 RZ1522* NAD 83(1999)-  46 14 07.97078(N)    116 30 57.21120(W)     ADJUSTED  
 RZ1522* NAVD 88     -      1145.596  (meters)    3758.51   (feet)  ADJUSTED  
 RZ1522  ___________________________________________________________________
 RZ1522  X           -  -1,973,394.003 (meters)                     COMP
 RZ1522  Y           -  -3,955,268.317 (meters)                     COMP
 RZ1522  Z           -   4,584,211.437 (meters)                     COMP
 RZ1522  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 RZ1522  ELLIP HEIGHT-        1128.72  (meters)          (09/01/00) GPS OBS
 RZ1522  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 RZ1522  DYNAMIC HT  -        1145.376 (meters)    3757.79  (feet)  COMP
 RZ1522  MODELED GRAV-     980,383.1   (mgal)                       NAVD 88
 RZ1522
 RZ1522  HORZ ORDER  -  A
 RZ1522  VERT ORDER  -  FIRST     CLASS II
 RZ1522  ELLP ORDER  -  THIRD     CLASS I
 RZ1522
 RZ1522.The horizontal coordinates were established by GPS observations
 RZ1522.and adjusted by the National Geodetic Survey in September 2000..
 RZ1522.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RZ1522.DATUM ITEM on the data sheet items page.
 RZ1522
 RZ1522.The orthometric height was determined by differential leveling
 RZ1522.and adjusted by the National Geodetic Survey in June 1991..
 RZ1522
 RZ1522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RZ1522
 RZ1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1522
 RZ1522.The ellipsoidal height was determined by GPS observations
 RZ1522.and is referenced to NAD 83.
 RZ1522
 RZ1522.The geoid height was determined by GEOID03.
 RZ1522
 RZ1522.The dynamic height is computed by dividing the NAVD 88
 RZ1522.geopotential number by the normal gravity value computed on the
 RZ1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1522.degrees latitude (g = 980.6199 gals.).
 RZ1522
 RZ1522.The modeled gravity was interpolated from observed gravity values.
 RZ1522
 RZ1522;                    North         East     Units Scale Factor Converg.
 RZ1522;SPC ID W     -   507,905.646   740,927.746   MT  0.99997621   -0 33 11.3
 RZ1522;UTM  11      - 5,120,332.853   537,326.201   MT  0.99961713   +0 20 58.6
 RZ1522
 RZ1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1522!SPC ID W     -   0.99982309  x   0.99997621  =   0.99979930
 RZ1522!UTM  11      -   0.99982309  x   0.99961713  =   0.99944029
 RZ1522
 RZ1522                          SUPERSEDED SURVEY CONTROL
 RZ1522
 RZ1522  NAVD 88 (09/01/00) 1145.60   (m)         3758.5    (f) LEVELING    3  
 RZ1522
 RZ1522.Superseded values are not recommended for survey control.
 RZ1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1522.See file dsdata.txt to determine how the superseded data were derived.
 RZ1522
 RZ1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM3732620333(NAD 83)
 RZ1522_MARKER: I = METAL ROD
 RZ1522_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RZ1522+WITH SETTING: INFORMATION.
 RZ1522_SP_SET: STAINLESS STEEL ROD
 RZ1522_STAMPING: D 403 1982
 RZ1522_MARK LOGO: NGS   
 RZ1522_PROJECTION: FLUSH
 RZ1522_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1522+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2004
 RZ1522_ROD/PIPE-DEPTH: 2.1  meters
 RZ1522
 RZ1522  HISTORY     - Date     Condition        Report By
 RZ1522  HISTORY     - 1982     MONUMENTED       NGS
 RZ1522  HISTORY     - 19990610 GOOD             IDTD
 RZ1522  HISTORY     - 20011022 GOOD             JCLS
 RZ1522  HISTORY     - 20041112 GOOD             DJC
 RZ1522
 RZ1522                          STATION DESCRIPTION
 RZ1522
 RZ1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1522'4.0 KM (2.5 MI) NW FROM CRAIGMONT.
 RZ1522'4.0 KM (2.5 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF
 RZ1522'STATE HIGHWAY 64 IN CRAIGMONT, IN THE NORTHWEST CORNER OF THE
 RZ1522'Y-JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST, 0.25 KM (0.15 MI) EAST
 RZ1522'OF MILEPOST 275, 23.5 METERS (77 FT) NORTHEAST OF THE HIGHWAY
 RZ1522'CENTERLINE, 4.7 METERS (15.5 FT) SOUTHEAST OF THE GRAVEL ROAD CENTER,
 RZ1522'1.7 METERS (5.5 FT) SOUTHEAST OF THE SOUTHEAST ANGLE IRON GATE POST
 RZ1522'FOR A CHAIN LINK GATE, 0.6 METER (2 FT) SOUTHWEST OF THE RIGHT OF WAY
 RZ1522'FENCE.
 RZ1522'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 RZ1522'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 RZ1522
 RZ1522                          STATION RECOVERY (1999)
 RZ1522
 RZ1522'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (RPP)
 RZ1522'STATION IS LOCATED ABOUT 40.0 KM (24.85 MI) SOUTHEAST OF LEWISTON,
 RZ1522'35.0 KM (21.75 MI) SOUTHWEST OF OROFINO, 4.0 KM (2.50 MI) NORTHWEST OF
 RZ1522'CRAIGMONT AND 0.25 KM (0.15 MI) EAST OF MILEPOST 275.
 RZ1522'OWNERSHIP--HIGHWAY-RIGHT-OF-WAY.  REACHED FROM THE POST OFFICE IN
 RZ1522'CRAIGMONT, GO WEST ON OLD U.S. HIGHWAY 95 FOR 1.32 KM (0.80 MI) TO ITS
 RZ1522'JUNCTION WITH NEW U.S. HIGHWAY 95, GO NORTHWEST ON NEW U.S. HIGHWAY 95
 RZ1522'FOR 2.05 KM (1.25 MI) TO THE STATION, IN THE NORTHWEST CORNER OF THE
 RZ1522'Y-JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST.  MARK IS A STAINLESS
 RZ1522'STEEL ROD DRIVEN TO ANCHORED REFUSAL.  IT IS 23.5 M (77.1 FT)
 RZ1522'NORTHEAST FROM THE HIGHWAY CENTERLINE, 4.8 M (15.7 FT) SOUTHEAST OF
 RZ1522'THE SOUTHEAST ANGLE IRON GATE POST FOR A CHAIN LINK GATE, 0.6 M (2.0
 RZ1522'FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 0.5 M (1.6 FT) NORTHWEST OF A
 RZ1522'FIBERGLASS WITNESS POST AND ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY.
 RZ1522'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RZ1522
 RZ1522                          STATION RECOVERY (2001)
 RZ1522
 RZ1522'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 RZ1522'RECOVERED IN GOOD CONDITION.
 RZ1522
 RZ1522                          STATION RECOVERY (2004)
 RZ1522
 RZ1522'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 RZ1522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1529 ***********************************************************************
 RZ1529  DESIGNATION -  D 404
 RZ1529  PID         -  RZ1529
 RZ1529  STATE/COUNTY-  ID/IDAHO
 RZ1529  USGS QUAD   -  CRAIGMONT (1967)
 RZ1529
 RZ1529                         *CURRENT SURVEY CONTROL
 RZ1529  ___________________________________________________________________
 RZ1529* NAD 83(1986)-  46 10 16.     (N)    116 24 08.     (W)     SCALED    
 RZ1529* NAVD 88     -      1108.643  (meters)    3637.27   (feet)  ADJUSTED  
 RZ1529  ___________________________________________________________________
 RZ1529  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 RZ1529  DYNAMIC HT  -        1108.441 (meters)    3636.61  (feet)  COMP
 RZ1529  MODELED GRAV-     980,394.4   (mgal)                       NAVD 88
 RZ1529
 RZ1529  VERT ORDER  -  FIRST     CLASS II
 RZ1529
 RZ1529.The horizontal coordinates were scaled from a topographic map and have
 RZ1529.an estimated accuracy of +/- 6 seconds.
 RZ1529
 RZ1529.The orthometric height was determined by differential leveling
 RZ1529.and adjusted by the National Geodetic Survey in June 1991..
 RZ1529
 RZ1529.The geoid height was determined by GEOID03.
 RZ1529
 RZ1529.The dynamic height is computed by dividing the NAVD 88
 RZ1529.geopotential number by the normal gravity value computed on the
 RZ1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1529.degrees latitude (g = 980.6199 gals.).
 RZ1529
 RZ1529.The modeled gravity was interpolated from observed gravity values.
 RZ1529
 RZ1529;                    North         East    Units  Estimated Accuracy
 RZ1529;SPC ID W     -   500,670.      749,640.      MT  (+/- 180 meters Scaled)
 RZ1529
 RZ1529                          SUPERSEDED SURVEY CONTROL
 RZ1529
 RZ1529.No superseded survey control is available for this station.
 RZ1529
 RZ1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM461132(NAD 83)
 RZ1529_MARKER: DB = BENCH MARK DISK
 RZ1529_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1529_SP_SET: ROCK OUTCROP
 RZ1529_STAMPING: D 404 1982
 RZ1529_MARK LOGO: NGS   
 RZ1529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1529
 RZ1529  HISTORY     - Date     Condition        Report By
 RZ1529  HISTORY     - 1982     MONUMENTED       NGS
 RZ1529
 RZ1529                          STATION DESCRIPTION
 RZ1529
 RZ1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1529'3.0 KM (1.9 MI) NW FROM FERDINAND.
 RZ1529'3.0 KM (1.9 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE CAMAS PRAIRIE
 RZ1529'RAILROAD OVERPASS BRIDGE IN FERDINAND, IN TOP OF THE NORTHWEST EDGE OF
 RZ1529'A CURVED SLOPING SHELF OF VOLCANIC ROCK IN THE SOUTH END OF A SHORT
 RZ1529'BEDROCK CUT AT THE SOUTH END OF A CURVE, 1.45 KM (0.9 MI) NORTH OF A
 RZ1529'GRAVEL ROAD LEADING WEST, 0.7 KM (0.45 MI) SOUTH OF MILEPOST 266, 0.4
 RZ1529'KM (0.25 MI) NORTH OF THE Y-JUNCTION OF A ROAD LEADING TO A GRAVEL
 RZ1529'PIT, 10.2 METERS (33.5 FT) EAST OF THE HIGHWAY CENTERLINE, 4.1 METERS
 RZ1529'(13.5 FT) WEST OF AND 2.1 METERS (7 FT) BELOW THE RIGHT OF WAY FENCE.
 RZ1529'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RZ1529'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1012 ***********************************************************************
 RA1012  DESIGNATION -  D 405
 RA1012  PID         -  RA1012
 RA1012  STATE/COUNTY-  ID/IDAHO
 RA1012  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA1012
 RA1012                         *CURRENT SURVEY CONTROL
 RA1012  ___________________________________________________________________
 RA1012* NAD 83(1986)-  45 52 53.     (N)    116 12 54.     (W)     SCALED    
 RA1012* NAVD 88     -      1054.434  (meters)    3459.42   (feet)  ADJUSTED  
 RA1012  ___________________________________________________________________
 RA1012  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 RA1012  DYNAMIC HT  -        1054.192 (meters)    3458.63  (feet)  COMP
 RA1012  MODELED GRAV-     980,350.0   (mgal)                       NAVD 88
 RA1012
 RA1012  VERT ORDER  -  FIRST     CLASS II
 RA1012
 RA1012.The horizontal coordinates were scaled from a topographic map and have
 RA1012.an estimated accuracy of +/- 6 seconds.
 RA1012
 RA1012.The orthometric height was determined by differential leveling
 RA1012.and adjusted by the National Geodetic Survey in June 1991..
 RA1012
 RA1012.The geoid height was determined by GEOID03.
 RA1012
 RA1012.The dynamic height is computed by dividing the NAVD 88
 RA1012.geopotential number by the normal gravity value computed on the
 RA1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1012.degrees latitude (g = 980.6199 gals.).
 RA1012
 RA1012.The modeled gravity was interpolated from observed gravity values.
 RA1012
 RA1012;                    North         East    Units  Estimated Accuracy
 RA1012;SPC ID W     -   468,360.      763,910.      MT  (+/- 180 meters Scaled)
 RA1012
 RA1012                          SUPERSEDED SURVEY CONTROL
 RA1012
 RA1012.No superseded survey control is available for this station.
 RA1012
 RA1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL609811(NAD 83)
 RA1012_MARKER: I = METAL ROD
 RA1012_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RA1012_SP_SET: STAINLESS STEEL ROD
 RA1012_STAMPING: D 405 1982
 RA1012_MARK LOGO: NGS   
 RA1012_PROJECTION: FLUSH
 RA1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA1012_ROD/PIPE-DEPTH: 1.2  meters
 RA1012
 RA1012  HISTORY     - Date     Condition        Report By
 RA1012  HISTORY     - 1982     MONUMENTED       NGS
 RA1012
 RA1012                          STATION DESCRIPTION
 RA1012
 RA1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1012'7.65 KM (4.8 MI) SW FROM GRANGEVILLE.
 RA1012'7.65 KM (4.8 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE T-JUNCTION OF
 RA1012'STATE HIGHWAY 13 IN GRANGEVILLE, 3.9 METERS (13 FT) NORTHEAST OF AN
 RA1012'ANGLE IRON FENCE CORNER POST, IN THE EAST CORNER OF THE INTERSECTION
 RA1012'OF AN EAST-WEST GRAVEL ROAD, 0.6 KM (0.4 MI) NORTHEAST OF MILEPOST
 RA1012'234, 23.9 METERS (78.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 9.7
 RA1012'METERS (32 FT) NORTH OF THE EXTENDED CENTER OF THE MAIN ROAD LEADING
 RA1012'EAST, 0.5 METER (1.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 RA1012'THE MARK IS 0.35 METERS  SW FROM A WITNESS POST.
 RA1012'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1038 ***********************************************************************
 RA1038  DESIGNATION -  D 406
 RA1038  PID         -  RA1038
 RA1038  STATE/COUNTY-  ID/IDAHO
 RA1038  USGS QUAD   -  RIGGINS (1964)
 RA1038
 RA1038                         *CURRENT SURVEY CONTROL
 RA1038  ___________________________________________________________________
 RA1038* NAD 83(1986)-  45 27 37.     (N)    116 18 29.     (W)     SCALED    
 RA1038* NAVD 88     -       524.749  (meters)    1721.61   (feet)  ADJUSTED  
 RA1038  ___________________________________________________________________
 RA1038  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 RA1038  DYNAMIC HT  -         524.643 (meters)    1721.27  (feet)  COMP
 RA1038  MODELED GRAV-     980,399.1   (mgal)                       NAVD 88
 RA1038
 RA1038  VERT ORDER  -  FIRST     CLASS II
 RA1038
 RA1038.The horizontal coordinates were scaled from a topographic map and have
 RA1038.an estimated accuracy of +/- 6 seconds.
 RA1038
 RA1038.The orthometric height was determined by differential leveling
 RA1038.and adjusted by the National Geodetic Survey in June 1991..
 RA1038
 RA1038.The geoid height was determined by GEOID03.
 RA1038
 RA1038.The dynamic height is computed by dividing the NAVD 88
 RA1038.geopotential number by the normal gravity value computed on the
 RA1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1038.degrees latitude (g = 980.6199 gals.).
 RA1038
 RA1038.The modeled gravity was interpolated from observed gravity values.
 RA1038
 RA1038;                    North         East    Units  Estimated Accuracy
 RA1038;SPC ID W     -   421,610.      756,360.      MT  (+/- 180 meters Scaled)
 RA1038
 RA1038                          SUPERSEDED SURVEY CONTROL
 RA1038
 RA1038.No superseded survey control is available for this station.
 RA1038
 RA1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL540343(NAD 83)
 RA1038_MARKER: DB = BENCH MARK DISK
 RA1038_SETTING: 66 = SET IN ROCK OUTCROP
 RA1038_SP_SET: ROCK OUTCROP
 RA1038_STAMPING: D 406 1982
 RA1038_MARK LOGO: NGS   
 RA1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1038+STABILITY: POSITION/ELEVATION WELL
 RA1038
 RA1038  HISTORY     - Date     Condition        Report By
 RA1038  HISTORY     - 1982     MONUMENTED       NGS
 RA1038  HISTORY     - 19950621 GOOD             USPSQD
 RA1038
 RA1038                          STATION DESCRIPTION
 RA1038
 RA1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1038'5.2 KM (3.3 MI) NORTH FROM RIGGINS.
 RA1038'5.2 KM (3.35 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 RA1038'RIGGINS, IN TOP OF THE WEST AND BOTTOM EDGE OF A SHALE OUTCROP SLOPING
 RA1038'DOWN THE MOUNTAIN TOWARD THE HIGHWAY AND ABOUT 50 FEET BELOW AN
 RA1038'ABANDONED MINE, 1.75 KM (1.1 MI) NORTH OF THE NORTH END OF THE STEEL
 RA1038'BRIDGE OVER THE SALMON RIVER, 0.8 KM (0.5 MI) SOUTH OF MILEPOST 199,
 RA1038'0.5 KM (0.3 MI) SOUTH OF THE CROSSING OF LIGHTING CREEK, 17.0 METERS
 RA1038'(56 FT) EAST OF THE HIGHWAY CENTERLINE, 25.6 METERS (84 FT)
 RA1038'NORTH-NORTHWEST OF AN 8-INCH HACKBERRY TREE AT THE BASE OF THE
 RA1038'MOUNTAIN, 6.7 METERS (22 FT) NORTH OF AN 8-INCH STUMP OF A TELEPHONE
 RA1038'POLE PROJECTING 0.5 FOOT.
 RA1038'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 RA1038'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 RA1038
 RA1038                          STATION RECOVERY (1995)
 RA1038
 RA1038'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1063 ***********************************************************************
 RA1063  DESIGNATION -  D 407
 RA1063  PID         -  RA1063
 RA1063  STATE/COUNTY-  ID/ADAMS
 RA1063  USGS QUAD   -  BALLY MOUNTAIN (1963)
 RA1063
 RA1063                         *CURRENT SURVEY CONTROL
 RA1063  ___________________________________________________________________
 RA1063* NAD 83(1986)-  45 01 14.     (N)    116 16 50.     (W)     SCALED    
 RA1063* NAVD 88     -      1169.566  (meters)    3837.15   (feet)  ADJUSTED  
 RA1063  ___________________________________________________________________
 RA1063  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 RA1063  DYNAMIC HT  -        1169.151 (meters)    3835.79  (feet)  COMP
 RA1063  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 RA1063
 RA1063  VERT ORDER  -  FIRST     CLASS II
 RA1063
 RA1063.The horizontal coordinates were scaled from a topographic map and have
 RA1063.an estimated accuracy of +/- 6 seconds.
 RA1063
 RA1063.The orthometric height was determined by differential leveling
 RA1063.and adjusted by the National Geodetic Survey in June 1991..
 RA1063
 RA1063.The geoid height was determined by GEOID03.
 RA1063
 RA1063.The dynamic height is computed by dividing the NAVD 88
 RA1063.geopotential number by the normal gravity value computed on the
 RA1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1063.degrees latitude (g = 980.6199 gals.).
 RA1063
 RA1063.The modeled gravity was interpolated from observed gravity values.
 RA1063
 RA1063;                    North         East    Units  Estimated Accuracy
 RA1063;SPC ID W     -   372,730.      758,190.      MT  (+/- 180 meters Scaled)
 RA1063
 RA1063                          SUPERSEDED SURVEY CONTROL
 RA1063
 RA1063.No superseded survey control is available for this station.
 RA1063
 RA1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK566854(NAD 83)
 RA1063_MARKER: I = METAL ROD
 RA1063_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RA1063_SP_SET: STAINLESS STEEL ROD
 RA1063_STAMPING: D 407 1982
 RA1063_MARK LOGO: NGS   
 RA1063_PROJECTION: FLUSH
 RA1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA1063_ROD/PIPE-DEPTH: 8.5  meters
 RA1063
 RA1063  HISTORY     - Date     Condition        Report By
 RA1063  HISTORY     - 1982     MONUMENTED       NGS
 RA1063
 RA1063                          STATION DESCRIPTION
 RA1063
 RA1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1063'5.5 KM (3.4 MI) NORTH FROM NEW MEADOWS.
 RA1063'5.5 KM (3.4 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 RA1063'HIGHWAY 55 AT NEW MEADOWS, 1.0 KM (0.6 MI) NORTH OF THE CROSSING OF
 RA1063'FOURMILE CREEK, 0.55 KM (0.35 MI) NORTH OF MILEPOST 164, 0.45 KM (0.3
 RA1063'MI) SOUTH OF THE CROSSING OF MARTIN CREEK, AT A FIELD ENTRANCE ROAD
 RA1063'LEADING EAST, 11.5 METERS (38 FT) EAST OF THE HIGHWAY CENTERLINE, 41.7
 RA1063'METERS (137 FT) SOUTH ACROSS THE ROAD FROM A POWER POLE, 20.5 METERS
 RA1063'(67.5 FT) SOUTHWEST OF THE SOUTH GATE POST FOR A STEEL GATE, 19.0
 RA1063'METERS (62.5 FT) SOUTH OF THE CENTER OF THE ROAD, 15.2 METERS (50 FT)
 RA1063'SOUTH OF THE EXTENDED EAST-WEST FENCE LINE, 6.7 METERS (22 FT) SOUTH
 RA1063'OF A FENCE CORNER POST, 0.45 METER (1.5 FT) WEST OF THE RIGHT OF WAY
 RA1063'FENCE.
 RA1063'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 RA1063'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1099 ***********************************************************************
 QB1099  DESIGNATION -  D 408
 QB1099  PID         -  QB1099
 QB1099  STATE/COUNTY-  ID/ADAMS
 QB1099  USGS QUAD   -  COUNCIL (1986)
 QB1099
 QB1099                         *CURRENT SURVEY CONTROL
 QB1099  ___________________________________________________________________
 QB1099* NAD 83(1986)-  44 42 57.     (N)    116 26 41.     (W)     SCALED    
 QB1099* NAVD 88     -       895.232  (meters)    2937.11   (feet)  ADJUSTED  
 QB1099  ___________________________________________________________________
 QB1099  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 QB1099  DYNAMIC HT  -         894.967 (meters)    2936.24  (feet)  COMP
 QB1099  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 QB1099
 QB1099  VERT ORDER  -  FIRST     CLASS II
 QB1099
 QB1099.The horizontal coordinates were scaled from a topographic map and have
 QB1099.an estimated accuracy of +/- 6 seconds.
 QB1099
 QB1099.The orthometric height was determined by differential leveling
 QB1099.and adjusted by the National Geodetic Survey in June 1991..
 QB1099
 QB1099.The geoid height was determined by GEOID03.
 QB1099
 QB1099.The dynamic height is computed by dividing the NAVD 88
 QB1099.geopotential number by the normal gravity value computed on the
 QB1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1099.degrees latitude (g = 980.6199 gals.).
 QB1099
 QB1099.The modeled gravity was interpolated from observed gravity values.
 QB1099
 QB1099;                    North         East    Units  Estimated Accuracy
 QB1099;SPC ID W     -   338,960.      744,960.      MT  (+/- 180 meters Scaled)
 QB1099
 QB1099                          SUPERSEDED SURVEY CONTROL
 QB1099
 QB1099.No superseded survey control is available for this station.
 QB1099
 QB1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK439515(NAD 83)
 QB1099_MARKER: I = METAL ROD
 QB1099_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1099_SP_SET: STAINLESS STEEL ROD
 QB1099_STAMPING: D 408 1983
 QB1099_MARK LOGO: NGS   
 QB1099_PROJECTION: FLUSH
 QB1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1099_ROD/PIPE-DEPTH: 3.8  meters
 QB1099
 QB1099  HISTORY     - Date     Condition        Report By
 QB1099  HISTORY     - 1983     MONUMENTED       NGS
 QB1099
 QB1099                          STATION DESCRIPTION
 QB1099
 QB1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1099'1.4 KM (0.9 MI) SOUTH FROM COUNCIL.
 QB1099'1.45 KM (0.9 MI) SOUTH ALONG US HIGHWAY 95 FROM THE HIGH SCHOOL IN
 QB1099'COUNCIL, 0.35 KM (0.2 MI) SOUTH OF MILEPOST 135, AT THE MAIN ENTRANCE
 QB1099'TO THE INDEPENDENT ORDER OF ODD FELLOWS CEMETERY, 9 METERS (29.5 FT)
 QB1099'EAST OF THE CENTERLINE OF THE HIGHWAY, 10.3 METERS (34 FT) NORTH OF
 QB1099'THE CENTER OF THE ENTRANCE ROAD, 1.8 METERS (6 FT) SOUTH OF A POWER
 QB1099'LINE POLE BEARING A TRANSFORMER, 0.3 METER (1 FT) WEST OF A FENCE.
 QB1099'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 QB1099'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1449 ***********************************************************************
 NU1449  DESIGNATION -  D 409
 NU1449  PID         -  NU1449
 NU1449  STATE/COUNTY-  ID/BANNOCK
 NU1449  USGS QUAD   -  POCATELLO NORTH (1971)
 NU1449
 NU1449                         *CURRENT SURVEY CONTROL
 NU1449  ___________________________________________________________________
 NU1449* NAD 83(1986)-  42 59 09.     (N)    112 27 07.     (W)     SCALED    
 NU1449* NAVD 88     -      1360.571  (meters)    4463.81   (feet)  ADJUSTED  
 NU1449  ___________________________________________________________________
 NU1449  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 NU1449  DYNAMIC HT  -        1359.820 (meters)    4461.34  (feet)  COMP
 NU1449  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 NU1449
 NU1449  VERT ORDER  -  FIRST     CLASS II
 NU1449
 NU1449.The horizontal coordinates were scaled from a topographic map and have
 NU1449.an estimated accuracy of +/- 6 seconds.
 NU1449
 NU1449.The orthometric height was determined by differential leveling
 NU1449.and adjusted by the National Geodetic Survey in December 1992..
 NU1449
 NU1449.The geoid height was determined by GEOID03.
 NU1449
 NU1449.The dynamic height is computed by dividing the NAVD 88
 NU1449.geopotential number by the normal gravity value computed on the
 NU1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1449.degrees latitude (g = 980.6199 gals.).
 NU1449
 NU1449.The modeled gravity was interpolated from observed gravity values.
 NU1449
 NU1449;                    North         East    Units  Estimated Accuracy
 NU1449;SPC ID E     -   146,560.      176,730.      MT  (+/- 180 meters Scaled)
 NU1449
 NU1449                          SUPERSEDED SURVEY CONTROL
 NU1449
 NU1449  NAVD 88 (06/15/91) 1360.571  (m)         4463.81   (f) UNKNOWN     1 2
 NU1449  NGVD 29 (08/20/92) 1359.536  (m)         4460.41   (f) ADJUSTED    1 2
 NU1449
 NU1449.Superseded values are not recommended for survey control.
 NU1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1449.See file dsdata.txt to determine how the superseded data were derived.
 NU1449
 NU1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN816602(NAD 83)
 NU1449_MARKER: I = METAL ROD
 NU1449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NU1449_SP_SET: STAINLESS STEEL ROD
 NU1449_STAMPING: D 409 1983
 NU1449_MARK LOGO: NGS   
 NU1449_PROJECTION: FLUSH
 NU1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1449_ROD/PIPE-DEPTH: 3.7  meters
 NU1449
 NU1449  HISTORY     - Date     Condition        Report By
 NU1449  HISTORY     - 1983     MONUMENTED       NGS
 NU1449
 NU1449                          STATION DESCRIPTION
 NU1449
 NU1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1449'14.0 KM (8.7 MI) NORTH FROM POCATELLO.
 NU1449'14.0 KM (8.7 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU1449'RAILROAD STATION IN POCATELLO, 0.6 KM (0.35 MI) SOUTH OF MILEPOST 143,
 NU1449'0.3 KM (0.2 MI) SOUTH OF SIGNAL NUMBER 14.28, 14.8 METERS (48.6 FT)
 NU1449'EAST OF THE CENTERLINE OF U.S. HIGHWAY 91, 9.8 METERS (32.2 FT) WEST
 NU1449'OF THE NEAR RAIL, 6.8 METERS (22.3 FT) SOUTH OF THE EXTENDED CENTER OF
 NU1449'FRAZIER ROAD, AND 0.7 METER (2.3 FT) NORTH OF A UTILITY POLE.  ACCESS
 NU1449'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NU1449'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 NU1449'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0750 ***********************************************************************
 PY0750  DESIGNATION -  D 410
 PY0750  PID         -  PY0750
 PY0750  STATE/COUNTY-  ID/FREMONT
 PY0750  USGS QUAD   -  LOOKOUT BUTTE (1965)
 PY0750
 PY0750                         *CURRENT SURVEY CONTROL
 PY0750  ___________________________________________________________________
 PY0750* NAD 83(1986)-  44 08 27.     (N)    111 25 45.     (W)     SCALED    
 PY0750* NAVD 88     -      1736.360  (meters)    5696.71   (feet)  ADJUSTED  
 PY0750  ___________________________________________________________________
 PY0750  GEOID HEIGHT-         -10.23  (meters)                     GEOID03
 PY0750  DYNAMIC HT  -        1735.408 (meters)    5693.58  (feet)  COMP
 PY0750  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 PY0750
 PY0750  VERT ORDER  -  FIRST     CLASS II
 PY0750
 PY0750.The horizontal coordinates were scaled from a topographic map and have
 PY0750.an estimated accuracy of +/- 6 seconds.
 PY0750
 PY0750.The orthometric height was determined by differential leveling
 PY0750.and adjusted by the National Geodetic Survey in June 1991..
 PY0750
 PY0750.The geoid height was determined by GEOID03.
 PY0750
 PY0750.The dynamic height is computed by dividing the NAVD 88
 PY0750.geopotential number by the normal gravity value computed on the
 PY0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0750.degrees latitude (g = 980.6199 gals.).
 PY0750
 PY0750.The modeled gravity was interpolated from observed gravity values.
 PY0750
 PY0750;                    North         East    Units  Estimated Accuracy
 PY0750;SPC ID E     -   275,110.      259,010.      MT  (+/- 180 meters Scaled)
 PY0750
 PY0750                          SUPERSEDED SURVEY CONTROL
 PY0750
 PY0750  NGVD 29 (08/20/92) 1735.225  (m)         5692.98   (f) ADJUSTED    1 2
 PY0750
 PY0750.Superseded values are not recommended for survey control.
 PY0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0750.See file dsdata.txt to determine how the superseded data were derived.
 PY0750
 PY0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP656876(NAD 83)
 PY0750_MARKER: DB = BENCH MARK DISK
 PY0750_SETTING: 66 = SET IN ROCK OUTCROP
 PY0750_SP_SET: ROCK OUTCROP
 PY0750_STAMPING: D 410 1983
 PY0750_MARK LOGO: NGS   
 PY0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0750+STABILITY: POSITION/ELEVATION WELL
 PY0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PY0750+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1996
 PY0750
 PY0750  HISTORY     - Date     Condition        Report By
 PY0750  HISTORY     - 1983     MONUMENTED       NGS
 PY0750  HISTORY     - 19960813 GOOD             IDTD
 PY0750
 PY0750                          STATION DESCRIPTION
 PY0750
 PY0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0750'8.6 KM (5.35 MI) NE FROM ASHTON.
 PY0750'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 47 FROM THE UNION PACIFIC
 PY0750'RAILROAD STATION IN ASHTON, THENCE 8.2 KM (5.1 MI) NORTHEASTERLY ALONG
 PY0750'U.S. HIGHWAY 20, 0.5 KM (0.3 MI) SOUTHWEST OF THE TARGHEE NATIONAL
 PY0750'FOREST BOUNDRY, IN THE CENTER OF THE SOUTHWEST END OF A 6 BY 104 FT
 PY0750'EXPOSED AREA OF OUTCROPPING BEDROCK, AND 40.0 METERS (131.2 FT)
 PY0750'SOUTHEAST OF THE CENTER OF THE HIGHWAY.
 PY0750'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 PY0750'THE MARK IS 3.1 M BELOW THE HIGHWAY.
 PY0750
 PY0750                          STATION RECOVERY (1996)
 PY0750
 PY0750'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 PY0750'FROM THE JUNCTION OF US-20 AND STATE HIGHWAY 47 IN ASHTON, PROCEED
 PY0750'NORTH ON US-20 FOR 6.526 KM (4.055 MILES) TO MILEPOST 364.627 AND THE
 PY0750'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0723 ***********************************************************************
 PY0723  DESIGNATION -  D 411
 PY0723  PID         -  PY0723
 PY0723  STATE/COUNTY-  ID/FREMONT
 PY0723  USGS QUAD   -  BIG SPRINGS (1964)
 PY0723
 PY0723                         *CURRENT SURVEY CONTROL
 PY0723  ___________________________________________________________________
 PY0723* NAD 83(1986)-  44 30 51.     (N)    111 19 37.     (W)     SCALED    
 PY0723* NAVD 88     -      1970.513  (meters)    6464.92   (feet)  ADJUSTED  
 PY0723  ___________________________________________________________________
 PY0723  GEOID HEIGHT-          -9.19  (meters)                     GEOID03
 PY0723  DYNAMIC HT  -        1969.427 (meters)    6461.36  (feet)  COMP
 PY0723  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 PY0723
 PY0723  VERT ORDER  -  FIRST     CLASS II
 PY0723
 PY0723.The horizontal coordinates were scaled from a topographic map and have
 PY0723.an estimated accuracy of +/- 6 seconds.
 PY0723
 PY0723.The orthometric height was determined by differential leveling
 PY0723.and adjusted by the National Geodetic Survey in June 1991..
 PY0723
 PY0723.The geoid height was determined by GEOID03.
 PY0723
 PY0723.The dynamic height is computed by dividing the NAVD 88
 PY0723.geopotential number by the normal gravity value computed on the
 PY0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0723.degrees latitude (g = 980.6199 gals.).
 PY0723
 PY0723.The modeled gravity was interpolated from observed gravity values.
 PY0723
 PY0723;                    North         East    Units  Estimated Accuracy
 PY0723;SPC ID E     -   316,670.      266,760.      MT  (+/- 180 meters Scaled)
 PY0723
 PY0723                          SUPERSEDED SURVEY CONTROL
 PY0723
 PY0723  NGVD 29 (08/20/92) 1969.319  (m)         6461.01   (f) ADJUSTED    1 2
 PY0723
 PY0723.Superseded values are not recommended for survey control.
 PY0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0723.See file dsdata.txt to determine how the superseded data were derived.
 PY0723
 PY0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ740290(NAD 83)
 PY0723_MARKER: I = METAL ROD
 PY0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0723_SP_SET: STAINLESS STEEL ROD
 PY0723_STAMPING: D 411 1983
 PY0723_MARK LOGO: NGS   
 PY0723_PROJECTION: FLUSH
 PY0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0723_ROD/PIPE-DEPTH: 6.1  meters
 PY0723
 PY0723  HISTORY     - Date     Condition        Report By
 PY0723  HISTORY     - 1983     MONUMENTED       NGS
 PY0723
 PY0723                          STATION DESCRIPTION
 PY0723
 PY0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0723'35.6 KM (22.1 MI) SW FROM WEST YELLOWSTONE MONTANA.
 PY0723'35.6 KM (22.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 20 FROM THE MUSEUM
 PY0723'OF THE YELLOWSTONE IN WEST YELLOWSTONE MT, 0.3 KM (0.2 MI) SOUTH OF
 PY0723'MILEPOST 394, 0.8 KM (0.5 MI) SOUTH OF A PAVED ROAD LEADING EAST
 PY0723'INTO ISLAND PASRK VILLAGE, AND 17.4 METERS (57.1 FT) EAST OF THE
 PY0723'CENTERLINE OF THE HIGHWAY.  ACCESS TO THE DATUM POINT IS THROUGH A
 PY0723'5-INCH LOGO CAP.
 PY0723'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 PY0723'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1128 ***********************************************************************
 QB1128  DESIGNATION -  D 412
 QB1128  PID         -  QB1128
 QB1128  STATE/COUNTY-  ID/WASHINGTON
 QB1128  USGS QUAD   -  WEISER SOUTH (1951)
 QB1128
 QB1128                         *CURRENT SURVEY CONTROL
 QB1128  ___________________________________________________________________
 QB1128* NAD 83(1986)-  44 10 52.     (N)    116 54 08.     (W)     SCALED    
 QB1128* NAVD 88     -       644.666  (meters)    2115.04   (feet)  ADJUSTED  
 QB1128  ___________________________________________________________________
 QB1128  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 QB1128  DYNAMIC HT  -         644.487 (meters)    2114.45  (feet)  COMP
 QB1128  MODELED GRAV-     980,320.0   (mgal)                       NAVD 88
 QB1128
 QB1128  VERT ORDER  -  FIRST     CLASS II
 QB1128
 QB1128.The horizontal coordinates were scaled from a topographic map and have
 QB1128.an estimated accuracy of +/- 6 seconds.
 QB1128
 QB1128.The orthometric height was determined by differential leveling
 QB1128.and adjusted by the National Geodetic Survey in June 1991..
 QB1128
 QB1128.The geoid height was determined by GEOID03.
 QB1128
 QB1128.The dynamic height is computed by dividing the NAVD 88
 QB1128.geopotential number by the normal gravity value computed on the
 QB1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1128.degrees latitude (g = 980.6199 gals.).
 QB1128
 QB1128.The modeled gravity was interpolated from observed gravity values.
 QB1128
 QB1128;                    North         East    Units  Estimated Accuracy
 QB1128;SPC ID W     -   279,960.      707,870.      MT  (+/- 180 meters Scaled)
 QB1128
 QB1128                          SUPERSEDED SURVEY CONTROL
 QB1128
 QB1128.No superseded survey control is available for this station.
 QB1128
 QB1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ078919(NAD 83)
 QB1128_MARKER: I = METAL ROD
 QB1128_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1128_SP_SET: STAINLESS STEEL ROD
 QB1128_STAMPING: D 412 1983
 QB1128_MARK LOGO: NGS   
 QB1128_PROJECTION: FLUSH
 QB1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1128_ROD/PIPE-DEPTH: 7.3  meters
 QB1128
 QB1128  HISTORY     - Date     Condition        Report By
 QB1128  HISTORY     - 1983     MONUMENTED       NGS
 QB1128
 QB1128                          STATION DESCRIPTION
 QB1128
 QB1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1128'9.7 KM (6.1 MI) SE FROM WEISER.
 QB1128'0.15 KM (0.1 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 QB1128'WEISER, THENCE 9.6 KM (6.0 MI) SOUTHEAST ALONG US HIGHWAY 95, 0.6 KM
 QB1128'(0.4 MI) NORTHWEST OF MILEPOST 76, ON THE SOUTHEAST CORNER OF THE
 QB1128'Y-JUNCTION OF A PAVED ROAD LEADING EAST, 11.3 METERS (37.0 FT)
 QB1128'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.3 METERS (37 FT) SOUTH
 QB1128'OF THE CENTER OF THE ROAD, 7.6 METERS (25 FT) SOUTHEAST OF A SPUR LINE
 QB1128'LINE POWER POLE, 0.6 METER (2 FT) SOUTHEAST OF A 10-INCH WOODEN POST
 QB1128'PROJECTING 3 FEET.
 QB1128'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 QB1128'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0796 ***********************************************************************
 NV0796  DESIGNATION -  D 413
 NV0796  PID         -  NV0796
 NV0796  STATE/COUNTY-  ID/ELMORE
 NV0796  USGS QUAD   -  GLENNS FERRY (1992)
 NV0796
 NV0796                         *CURRENT SURVEY CONTROL
 NV0796  ___________________________________________________________________
 NV0796* NAD 83(1986)-  42 57 57.     (N)    115 16 57.     (W)     SCALED    
 NV0796* NAVD 88     -       817.010  (meters)    2680.47   (feet)  ADJUSTED  
 NV0796  ___________________________________________________________________
 NV0796  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 NV0796  DYNAMIC HT  -         816.673 (meters)    2679.37  (feet)  COMP
 NV0796  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 NV0796
 NV0796  VERT ORDER  -  FIRST     CLASS II
 NV0796
 NV0796.The horizontal coordinates were scaled from a topographic map and have
 NV0796.an estimated accuracy of +/- 6 seconds.
 NV0796
 NV0796.The orthometric height was determined by differential leveling
 NV0796.and adjusted by the National Geodetic Survey in June 1991..
 NV0796
 NV0796.The geoid height was determined by GEOID03.
 NV0796
 NV0796.The dynamic height is computed by dividing the NAVD 88
 NV0796.geopotential number by the normal gravity value computed on the
 NV0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0796.degrees latitude (g = 980.6199 gals.).
 NV0796
 NV0796.The modeled gravity was interpolated from observed gravity values.
 NV0796
 NV0796;                    North         East    Units  Estimated Accuracy
 NV0796;SPC ID W     -   144,410.      838,140.      MT  (+/- 180 meters Scaled)
 NV0796
 NV0796                          SUPERSEDED SURVEY CONTROL
 NV0796
 NV0796.No superseded survey control is available for this station.
 NV0796
 NV0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH400584(NAD 83)
 NV0796_MARKER: I = METAL ROD
 NV0796_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0796_SP_SET: STAINLESS STEEL ROD
 NV0796_STAMPING: D 413 1983
 NV0796_MARK LOGO: NGS   
 NV0796_PROJECTION: FLUSH
 NV0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0796_ROD/PIPE-DEPTH: 4.8  meters
 NV0796
 NV0796  HISTORY     - Date     Condition        Report By
 NV0796  HISTORY     - 1983     MONUMENTED       NGS
 NV0796
 NV0796                          STATION DESCRIPTION
 NV0796
 NV0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0796'8.2 KM (5.1 MI) SW FROM KING HILL.
 NV0796'8.2 KM (5.1 MI) SOUTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE
 NV0796'POST OFFICE IN KING HILL, ALSO 2.15 KM (1.35 MI) NORTHEAST OF GLENNS
 NV0796'FERRY, 1.0 KM (0.6 MI) NORTHEAST OF THE NORTH END OF THE FIRST AVENUE
 NV0796'OVERPASS BRIDGE OVER INTERSTATE 84, 0.5 KM (0.3 MI) NORTHEAST OF
 NV0796'MILEPOST 151, IN THE NORTHEAST END OF A LONG LOW DIRT CUT, 15.2 METERS
 NV0796'(50 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 43.0 METERS (141 FT)
 NV0796'NORTHWEST OF THE RIGHT OF WAY FENCE AND 8.5 METERS (28 FT) SOUTH OF
 NV0796'THE SOUTHWEST END OF THE SOUTHEAST HEADWALL FOR A 24-INCH CORRUGATED
 NV0796'METAL PIPE CULVERT.
 NV0796'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 NV0796'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0822 ***********************************************************************
 NV0822  DESIGNATION -  D 414
 NV0822  PID         -  NV0822
 NV0822  STATE/COUNTY-  ID/LINCOLN
 NV0822  USGS QUAD   -  TUNUPA (1992)
 NV0822
 NV0822                         *CURRENT SURVEY CONTROL
 NV0822  ___________________________________________________________________
 NV0822* NAD 83(1986)-  42 56 07.     (N)    114 32 11.     (W)     SCALED    
 NV0822* NAVD 88     -      1155.192  (meters)    3789.99   (feet)  ADJUSTED  
 NV0822  ___________________________________________________________________
 NV0822  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 NV0822  DYNAMIC HT  -        1154.623 (meters)    3788.13  (feet)  COMP
 NV0822  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 NV0822
 NV0822  VERT ORDER  -  FIRST     CLASS II
 NV0822
 NV0822.The horizontal coordinates were scaled from a topographic map and have
 NV0822.an estimated accuracy of +/- 6 seconds.
 NV0822
 NV0822.The orthometric height was determined by differential leveling
 NV0822.and adjusted by the National Geodetic Survey in June 1991..
 NV0822
 NV0822.The geoid height was determined by GEOID03.
 NV0822
 NV0822.The dynamic height is computed by dividing the NAVD 88
 NV0822.geopotential number by the normal gravity value computed on the
 NV0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0822.degrees latitude (g = 980.6199 gals.).
 NV0822
 NV0822.The modeled gravity was interpolated from observed gravity values.
 NV0822
 NV0822;                    North         East    Units  Estimated Accuracy
 NV0822;SPC ID C     -   141,050.      456,220.      MT  (+/- 180 meters Scaled)
 NV0822
 NV0822                          SUPERSEDED SURVEY CONTROL
 NV0822
 NV0822.No superseded survey control is available for this station.
 NV0822
 NV0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH010565(NAD 83)
 NV0822_MARKER: DB = BENCH MARK DISK
 NV0822_SETTING: 66 = SET IN ROCK OUTCROP
 NV0822_SP_SET: ROCK OUTCROP
 NV0822_STAMPING: D 414 1983
 NV0822_MARK LOGO: NGS   
 NV0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0822+STABILITY: POSITION/ELEVATION WELL
 NV0822
 NV0822  HISTORY     - Date     Condition        Report By
 NV0822  HISTORY     - 1983     MONUMENTED       NGS
 NV0822
 NV0822                          STATION DESCRIPTION
 NV0822
 NV0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0822'11.0 KM (6.9 MI) WEST FROM SHOSHONE.
 NV0822'11.0 KM (6.9 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF U.S.
 NV0822'HIGHWAY 93 AT SHOSHONE, 1.0 METER (3 FT) WEST OF THE EAST EDGE OF A 21
 NV0822'BY 33 FOOT PORTION OF VOLCANIC ROCK OUTCROP PROJECTING 3-FEET ABOVE
 NV0822'THE SURFACE OF THE GROUND, 0.25 KM (0.15 MI) SOUTHWEST OF A HIGH
 NV0822'TENSION POWER LINE CROSSING, 0.15 KM (0.1 MI) NORTHEAST OF MILEPOST
 NV0822'159, 24.7 METERS (81 FT) NORTHWEST OF THE HIGHWAY CENTERLINE AND 36.3
 NV0822'METERS (119 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 NV0822'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 NV0822'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1131 ***********************************************************************
 OH1131  DESIGNATION -  D 415
 OH1131  PID         -  OH1131
 OH1131  STATE/COUNTY-  ID/ADA
 OH1131  USGS QUAD   -  BOISE SOUTH (1976)
 OH1131
 OH1131                         *CURRENT SURVEY CONTROL
 OH1131  ___________________________________________________________________
 OH1131* NAD 83(1986)-  43 30 02.     (N)    116 08 12.     (W)     SCALED    
 OH1131* NAVD 88     -       972.006  (meters)    3188.99   (feet)  ADJUSTED  
 OH1131  ___________________________________________________________________
 OH1131  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 OH1131  DYNAMIC HT  -         971.604 (meters)    3187.67  (feet)  COMP
 OH1131  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 OH1131
 OH1131  VERT ORDER  -  FIRST     CLASS II
 OH1131
 OH1131.The horizontal coordinates were scaled from a topographic map and have
 OH1131.an estimated accuracy of +/- 6 seconds.
 OH1131
 OH1131.The orthometric height was determined by differential leveling
 OH1131.and adjusted by the National Geodetic Survey in June 1991..
 OH1131
 OH1131.The geoid height was determined by GEOID03.
 OH1131
 OH1131.The dynamic height is computed by dividing the NAVD 88
 OH1131.geopotential number by the normal gravity value computed on the
 OH1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1131.degrees latitude (g = 980.6199 gals.).
 OH1131
 OH1131.The modeled gravity was interpolated from observed gravity values.
 OH1131
 OH1131;                    North         East    Units  Estimated Accuracy
 OH1131;SPC ID W     -   203,780.      768,730.      MT  (+/- 180 meters Scaled)
 OH1131
 OH1131                          SUPERSEDED SURVEY CONTROL
 OH1131
 OH1131.No superseded survey control is available for this station.
 OH1131
 OH1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ697167(NAD 83)
 OH1131_MARKER: I = METAL ROD
 OH1131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1131_SP_SET: STAINLESS STEEL ROD
 OH1131_STAMPING: D 415 1983
 OH1131_MARK LOGO: NGS   
 OH1131_PROJECTION: FLUSH
 OH1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1131_ROD/PIPE-DEPTH: 1.2  meters
 OH1131
 OH1131  HISTORY     - Date     Condition        Report By
 OH1131  HISTORY     - 1983     MONUMENTED       NGS
 OH1131
 OH1131                          STATION DESCRIPTION
 OH1131
 OH1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1131'13.5 KM (8.4 MI) SE FROM BOISE.
 OH1131'13.0 KM (8.1 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC
 OH1131'RAILROAD STATION AT BOISE, THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG
 OH1131'INTERSTATE 84, IN TOP OF A SMALL RISE AT THE CENTER OF A LONG FILL AND
 OH1131'AT THE SOUTHWEST RIGHT OF WAY FENCE, 0.2 KM (0.1 MI) SOUTHEAST OF
 OH1131'MILEPOST 60, 31.8 METERS (104 FT) SOUTHWEST OF THE EASTBOUND
 OH1131'CENTERLINE, 0.7 METER (2 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 OH1131'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 OH1131'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1112 ***********************************************************************
 OH1112  DESIGNATION -  D 416
 OH1112  PID         -  OH1112
 OH1112  STATE/COUNTY-  ID/CANYON
 OH1112  USGS QUAD   -  NAMPA (1971)
 OH1112
 OH1112                         *CURRENT SURVEY CONTROL
 OH1112  ___________________________________________________________________
 OH1112* NAD 83(1986)-  43 34 53.     (N)    116 33 37.     (W)     SCALED    
 OH1112* NAVD 88     -       757.856  (meters)    2486.40   (feet)  ADJUSTED  
 OH1112  ___________________________________________________________________
 OH1112  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 OH1112  DYNAMIC HT  -         757.594 (meters)    2485.54  (feet)  COMP
 OH1112  MODELED GRAV-     980,247.8   (mgal)                       NAVD 88
 OH1112
 OH1112  VERT ORDER  -  FIRST     CLASS II
 OH1112
 OH1112.The horizontal coordinates were scaled from a topographic map and have
 OH1112.an estimated accuracy of +/- 6 seconds.
 OH1112
 OH1112.The orthometric height was determined by differential leveling
 OH1112.and adjusted by the National Geodetic Survey in June 1991..
 OH1112
 OH1112.The geoid height was determined by GEOID03.
 OH1112
 OH1112.The dynamic height is computed by dividing the NAVD 88
 OH1112.geopotential number by the normal gravity value computed on the
 OH1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1112.degrees latitude (g = 980.6199 gals.).
 OH1112
 OH1112.The modeled gravity was interpolated from observed gravity values.
 OH1112
 OH1112;                    North         East    Units  Estimated Accuracy
 OH1112;SPC ID W     -   213,000.      734,560.      MT  (+/- 180 meters Scaled)
 OH1112
 OH1112                          SUPERSEDED SURVEY CONTROL
 OH1112
 OH1112.No superseded survey control is available for this station.
 OH1112
 OH1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ355254(NAD 83)
 OH1112_MARKER: DV = VERTICAL CONTROL DISK
 OH1112_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OH1112_SP_SET: UNDERPASS
 OH1112_STAMPING: D 416 1983
 OH1112_MARK LOGO: NGS   
 OH1112_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1112
 OH1112  HISTORY     - Date     Condition        Report By
 OH1112  HISTORY     - 1983     MONUMENTED       NGS
 OH1112  HISTORY     - 20001031 GOOD             IDTD
 OH1112
 OH1112                          STATION DESCRIPTION
 OH1112
 OH1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1112'0.3 KM (0.2 MI) NE FROM NAMPA.
 OH1112'0.3 KM (0.2 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN
 OH1112'NAMPA, IN TOP OF THE NORTH CORNER OF THE RAILROAD UNDERPASS AND LEVEL
 OH1112'WITH THE TRACKS, 11.8 METERS (39 FT) NORTHWEST AND 20 FEET ABOVE THE
 OH1112'HIGHWAY CENTERLINE, 5.4 METERS (18 FT) NORTHEAST OF THE NORTHEAST RAIL
 OH1112'AND 0.6 METER (2 FT) SOUTHEAST OF THE SOUTH CORNER OF THE PEDESTRIAN
 OH1112'UNDERPASS STRUCTURE.
 OH1112'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
 OH1112
 OH1112                          STATION RECOVERY (2000)
 OH1112
 OH1112'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 OH1112'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE DISK IS A
 OH1112'VERTICAL CONTROL DISK AND NOT A BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1079 ***********************************************************************
 OH1079  DESIGNATION -  D 417
 OH1079  PID         -  OH1079
 OH1079  STATE/COUNTY-  ID/PAYETTE
 OH1079  USGS QUAD   -  NYSSA (1965)
 OH1079
 OH1079                         *CURRENT SURVEY CONTROL
 OH1079  ___________________________________________________________________
 OH1079* NAD 83(1986)-  43 58 15.     (N)    116 54 52.     (W)     SCALED    
 OH1079* NAVD 88     -       704.463  (meters)    2311.23   (feet)  ADJUSTED  
 OH1079  ___________________________________________________________________
 OH1079  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 OH1079  DYNAMIC HT  -         704.243 (meters)    2310.50  (feet)  COMP
 OH1079  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 OH1079
 OH1079  VERT ORDER  -  FIRST     CLASS II
 OH1079
 OH1079.The horizontal coordinates were scaled from a topographic map and have
 OH1079.an estimated accuracy of +/- 6 seconds.
 OH1079
 OH1079.The orthometric height was determined by differential leveling
 OH1079.and adjusted by the National Geodetic Survey in June 1991..
 OH1079
 OH1079.The geoid height was determined by GEOID03.
 OH1079
 OH1079.The dynamic height is computed by dividing the NAVD 88
 OH1079.geopotential number by the normal gravity value computed on the
 OH1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1079.degrees latitude (g = 980.6199 gals.).
 OH1079
 OH1079.The modeled gravity was interpolated from observed gravity values.
 OH1079
 OH1079;                    North         East    Units  Estimated Accuracy
 OH1079;SPC ID W     -   256,610.      706,570.      MT  (+/- 180 meters Scaled)
 OH1079
 OH1079                          SUPERSEDED SURVEY CONTROL
 OH1079
 OH1079.No superseded survey control is available for this station.
 OH1079
 OH1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ068686(NAD 83)
 OH1079_MARKER: DB = BENCH MARK DISK
 OH1079_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OH1079_SP_SET: OVERPASS
 OH1079_STAMPING: D 417 1983
 OH1079_MARK LOGO: NGS   
 OH1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1079
 OH1079  HISTORY     - Date     Condition        Report By
 OH1079  HISTORY     - 1983     MONUMENTED       NGS
 OH1079
 OH1079                          STATION DESCRIPTION
 OH1079
 OH1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1079'4.3 KM (2.7 MI) SOUTH FROM FRUITLAND.
 OH1079'4.3 KM (2.7 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 OH1079'FRUITLAND, AT THE CROSSING OF INTERSTATE 84, IN TOP OF THE SOUTH END
 OH1079'OF THE WEST GUARDRAIL OF THE OVERPASS, 9.1 METERS (30 FT) WEST OF THE
 OH1079'CENTER OF THE OVERPASS, 1.8 METERS (6 FT) NORTH OF THE SOUTH END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0844 ***********************************************************************
 OZ0844  DESIGNATION -  D 418
 OZ0844  PID         -  OZ0844
 OZ0844  STATE/COUNTY-  ID/ELMORE
 OZ0844  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0844
 OZ0844                         *CURRENT SURVEY CONTROL
 OZ0844  ___________________________________________________________________
 OZ0844* NAD 83(1999)-  43 01 33.76809(N)    115 44 44.09344(W)     ADJUSTED  
 OZ0844* NAVD 88     -       927.348  (meters)    3042.47   (feet)  ADJUSTED  
 OZ0844  ___________________________________________________________________
 OZ0844  X           -  -2,028,815.389 (meters)                     COMP
 OZ0844  Y           -  -4,206,998.707 (meters)                     COMP
 OZ0844  Z           -   4,330,239.340 (meters)                     COMP
 OZ0844  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 OZ0844  ELLIP HEIGHT-         911.26  (meters)          (05/08/06) GPS OBS
 OZ0844  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 OZ0844  DYNAMIC HT  -         926.966 (meters)    3041.22  (feet)  COMP
 OZ0844  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 OZ0844
 OZ0844  HORZ ORDER  -  A
 OZ0844  VERT ORDER  -  FIRST     CLASS II
 OZ0844  ELLP ORDER  -  FOURTH    CLASS I
 OZ0844
 OZ0844.The horizontal coordinates were established by GPS observations
 OZ0844.and adjusted by the National Geodetic Survey in May 2006..
 OZ0844.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OZ0844.DATUM ITEM on the data sheet items page.
 OZ0844
 OZ0844.The orthometric height was determined by differential leveling
 OZ0844.and adjusted by the National Geodetic Survey in June 1991..
 OZ0844
 OZ0844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OZ0844
 OZ0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0844
 OZ0844.The ellipsoidal height was determined by GPS observations
 OZ0844.and is referenced to NAD 83.
 OZ0844
 OZ0844.The geoid height was determined by GEOID03.
 OZ0844
 OZ0844.The dynamic height is computed by dividing the NAVD 88
 OZ0844.geopotential number by the normal gravity value computed on the
 OZ0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0844.degrees latitude (g = 980.6199 gals.).
 OZ0844
 OZ0844.The modeled gravity was interpolated from observed gravity values.
 OZ0844
 OZ0844;                    North         East     Units Scale Factor Converg.
 OZ0844;SPC ID W     -   150,989.902   800,360.112   MT  0.99993333   +0 00 10.9
 OZ0844;UTM  11      - 4,764,470.700   602,202.961   MT  0.99972850   +0 51 21.6
 OZ0844
 OZ0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0844!SPC ID W     -   0.99985711  x   0.99993333  =   0.99979045
 OZ0844!UTM  11      -   0.99985711  x   0.99972850  =   0.99958565
 OZ0844
 OZ0844                          SUPERSEDED SURVEY CONTROL
 OZ0844
 OZ0844.No superseded survey control is available for this station.
 OZ0844
 OZ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0220364471(NAD 83)
 OZ0844_MARKER: I = METAL ROD
 OZ0844_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OZ0844_SP_SET: STAINLESS STEEL ROD
 OZ0844_STAMPING: D 418 1983
 OZ0844_MARK LOGO: NGS   
 OZ0844_PROJECTION: FLUSH
 OZ0844_MAGNETIC: I = MARKER IS A STEEL ROD
 OZ0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0844+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 OZ0844
 OZ0844  HISTORY     - Date     Condition        Report By
 OZ0844  HISTORY     - 1983     MONUMENTED       NGS
 OZ0844  HISTORY     - 19840601 GOOD             NGS
 OZ0844  HISTORY     - 20050504 GOOD             CH2M
 OZ0844
 OZ0844                          STATION DESCRIPTION
 OZ0844
 OZ0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 OZ0844'LOCATION--14.2 KM (8.8 MI) SOUTH OF MOUNTAIN HOME. 14.2 KM (8.8 MI)
 OZ0844'SOUTH ALONG STATE HIGHWAY 51 FROM THE RAILROAD UNDERPASS AT MOUNTAIN
 OZ0844'HOME, IN THE NORTHEAST CORNER OF THE INTERSECTION, 14.9 M (49.5 FT)
 OZ0844'EAST OF THE HIGHWAY CENTERLINE, 35.3 M (116 FT) NORTH OF THE CENTER OF
 OZ0844'THE CROSSROAD AND 0.3 M (1 FT) WEST OF A FENCE.  A STAINLESS STEEL ROD
 OZ0844'SET TO THE DEPTH OF 3.3 M ENCASED IN A PIPE FLUSH WITH THE GROUND.
 OZ0844'ABOUT LEVEL WITH THE HIGHWAY.  0.45 M NORTHWEST FROM A WITNESS POST.
 OZ0844
 OZ0844                          STATION RECOVERY (2005)
 OZ0844
 OZ0844'RECOVERY NOTE BY CH2M HILL INCORPORATED 2005 (PEC)
 OZ0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0917 ***********************************************************************
 NV0917  DESIGNATION -  D 419
 NV0917  PID         -  NV0917
 NV0917  STATE/COUNTY-  ID/OWYHEE
 NV0917  USGS QUAD   -  HOLE IN ROCK (1980)
 NV0917
 NV0917                         *CURRENT SURVEY CONTROL
 NV0917  ___________________________________________________________________
 NV0917* NAD 83(1986)-  42 41 58.     (N)    115 54 17.     (W)     SCALED    
 NV0917* NAVD 88     -      1043.343  (meters)    3423.03   (feet)  ADJUSTED  
 NV0917  ___________________________________________________________________
 NV0917  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 NV0917  DYNAMIC HT  -        1042.813 (meters)    3421.30  (feet)  COMP
 NV0917  MODELED GRAV-     980,077.9   (mgal)                       NAVD 88
 NV0917
 NV0917  VERT ORDER  -  FIRST     CLASS II
 NV0917
 NV0917.The horizontal coordinates were scaled from a topographic map and have
 NV0917.an estimated accuracy of +/- 6 seconds.
 NV0917
 NV0917.The orthometric height was determined by differential leveling
 NV0917.and adjusted by the National Geodetic Survey in June 1991..
 NV0917
 NV0917.The geoid height was determined by GEOID03.
 NV0917
 NV0917.The dynamic height is computed by dividing the NAVD 88
 NV0917.geopotential number by the normal gravity value computed on the
 NV0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0917.degrees latitude (g = 980.6199 gals.).
 NV0917
 NV0917.The modeled gravity was interpolated from observed gravity values.
 NV0917
 NV0917;                    North         East    Units  Estimated Accuracy
 NV0917;SPC ID W     -   114,720.      787,320.      MT  (+/- 180 meters Scaled)
 NV0917
 NV0917                          SUPERSEDED SURVEY CONTROL
 NV0917
 NV0917.No superseded survey control is available for this station.
 NV0917
 NV0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH897280(NAD 83)
 NV0917_MARKER: DV = VERTICAL CONTROL DISK
 NV0917_SETTING: 80 = SET IN A BOULDER
 NV0917_SP_SET: BOULDER
 NV0917_STAMPING: D 419 1983
 NV0917_MARK LOGO: NGS   
 NV0917_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0917+STABILITY: SURFACE MOTION
 NV0917
 NV0917  HISTORY     - Date     Condition        Report By
 NV0917  HISTORY     - 1983     MONUMENTED       NGS
 NV0917  HISTORY     - 19840601 GOOD             NGS
 NV0917
 NV0917                          STATION DESCRIPTION
 NV0917
 NV0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0917'LOCATION--24.6 KM (15.3 MI) SOUTH OF BRUNEAU. 24.6 KM (15.3 MI) SOUTH
 NV0917'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0917'BRUNEAU, IN TOP OF A 2- BY 3-FOOT BOULDER FLUSH WITH THE SURFACE OF
 NV0917'THE GROUND, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 56, AT A SMALL TURNOUT,
 NV0917'ABOUT MIDWAY BETWEEN TWO SETS OF STEEL GUARDRAILS, 13.4 M (44 FT) EAST
 NV0917'OF THE HIGHWAY CENTERLINE AND 14.3 M (47 FT) SOUTH OF THE SOUTH END OF
 NV0917'THE TURNOUT.  2.0 M ABOVE THE HIGHWAY.  0.4 M WEST FROM A WITNESS
 NV0917'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0385 ***********************************************************************
 QY0385  DESIGNATION -  D 42
 QY0385  PID         -  QY0385
 QY0385  STATE/COUNTY-  ID/LEMHI
 QY0385  USGS QUAD   -  LOST TRAIL PASS (1994)
 QY0385
 QY0385                         *CURRENT SURVEY CONTROL
 QY0385  ___________________________________________________________________
 QY0385* NAD 83(1986)-  45 40 06.     (N)    113 57 25.     (W)     SCALED    
 QY0385* NAVD 88     -      1873.396  (meters)    6146.30   (feet)  POSTED    
 QY0385  ___________________________________________________________________
 QY0385  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 QY0385  DYNAMIC HT  -        1872.520 (meters)    6143.43  (feet)  COMP
 QY0385  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 QY0385
 QY0385  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QY0385
 QY0385.The horizontal coordinates were scaled from a topographic map and have
 QY0385.an estimated accuracy of +/- 6 seconds.
 QY0385
 QY0385.The orthometric height was determined by differential leveling
 QY0385.and adjusted by the National Geodetic Survey in 1992..
 QY0385.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QY0385.rate of 0.0 thru 1.0 mm/km.
 QY0385
 QY0385.The geoid height was determined by GEOID03.
 QY0385
 QY0385.The dynamic height is computed by dividing the NAVD 88
 QY0385.geopotential number by the normal gravity value computed on the
 QY0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0385.degrees latitude (g = 980.6199 gals.).
 QY0385
 QY0385.The modeled gravity was interpolated from observed gravity values.
 QY0385
 QY0385;                    North         East    Units  Estimated Accuracy
 QY0385;SPC ID C     -   444,590.      503,360.      MT  (+/- 180 meters Scaled)
 QY0385
 QY0385                          SUPERSEDED SURVEY CONTROL
 QY0385
 QY0385  NGVD 29 (??/??/92) 1872.044  (m)         6141.86   (f) ADJ UNCH    1 2
 QY0385
 QY0385.Superseded values are not recommended for survey control.
 QY0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0385.See file dsdata.txt to determine how the superseded data were derived.
 QY0385
 QY0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR696614(NAD 83)
 QY0385_MARKER: DB = BENCH MARK DISK
 QY0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0385_STAMPING: D 42 1934
 QY0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0385+STABILITY: SURFACE MOTION
 QY0385
 QY0385  HISTORY     - Date     Condition        Report By
 QY0385  HISTORY     - 1934     MONUMENTED       CGS
 QY0385  HISTORY     - 1966     POOR             USGS
 QY0385
 QY0385                          STATION DESCRIPTION
 QY0385
 QY0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0385'10.5 MI N FROM GIBBONSVILLE.
 QY0385'10.5 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE ROAD JUNCTION AT
 QY0385'GIBBONSVILLE, LEMHI COUNTY, 20 FEET NORTH OF A CONCRETE CULVERT FOR A
 QY0385'SMALL MOUNTAIN STREAM, 20 FEET WEST OF THE NORTH END OF A GUARDRAIL,
 QY0385'AT THE GUARDRAIL POST MARKED WITH THE PAINTED LETERS USBM, AND 42 FEET
 QY0385'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 42
 QY0385'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- USBPR RIGHT-OF-WAY
 QY0385'MARKERS HAVE BEEN FOUND AT THESE DESCRIPTIONS OF BENCH MARKS.
 QY0385
 QY0385                          STATION RECOVERY (1966)
 QY0385
 QY0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QY0385'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0944 ***********************************************************************
 NV0944  DESIGNATION -  D 420
 NV0944  PID         -  NV0944
 NV0944  STATE/COUNTY-  ID/OWYHEE
 NV0944  USGS QUAD   -  GRASMERE RESERVOIR (1979)
 NV0944
 NV0944                         *CURRENT SURVEY CONTROL
 NV0944  ___________________________________________________________________
 NV0944* NAD 83(1986)-  42 19 43.     (N)    115 54 01.     (W)     SCALED    
 NV0944* NAVD 88     -      1596.352  (meters)    5237.36   (feet)  ADJUSTED  
 NV0944  ___________________________________________________________________
 NV0944  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 NV0944  DYNAMIC HT  -        1595.285 (meters)    5233.86  (feet)  COMP
 NV0944  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 NV0944
 NV0944  VERT ORDER  -  FIRST     CLASS II
 NV0944
 NV0944.The horizontal coordinates were scaled from a topographic map and have
 NV0944.an estimated accuracy of +/- 6 seconds.
 NV0944
 NV0944.The orthometric height was determined by differential leveling
 NV0944.and adjusted by the National Geodetic Survey in June 1991..
 NV0944
 NV0944.The geoid height was determined by GEOID03.
 NV0944
 NV0944.The dynamic height is computed by dividing the NAVD 88
 NV0944.geopotential number by the normal gravity value computed on the
 NV0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0944.degrees latitude (g = 980.6199 gals.).
 NV0944
 NV0944.The modeled gravity was interpolated from observed gravity values.
 NV0944
 NV0944;                    North         East    Units  Estimated Accuracy
 NV0944;SPC ID W     -    73,530.      787,610.      MT  (+/- 180 meters Scaled)
 NV0944
 NV0944                          SUPERSEDED SURVEY CONTROL
 NV0944
 NV0944.No superseded survey control is available for this station.
 NV0944
 NV0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG906868(NAD 83)
 NV0944_MARKER: I = METAL ROD
 NV0944_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NV0944+WITH SETTING: INFORMATION.
 NV0944_SP_SET: SHALLOW-SET METAL ROD
 NV0944_STAMPING: D 420 1983
 NV0944_MARK LOGO: NGS   
 NV0944_MAGNETIC: I = MARKER IS A STEEL ROD
 NV0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0944
 NV0944  HISTORY     - Date     Condition        Report By
 NV0944  HISTORY     - 1983     MONUMENTED       NGS
 NV0944  HISTORY     - 19840601 GOOD             NGS
 NV0944
 NV0944                          STATION DESCRIPTION
 NV0944
 NV0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0944'LOCATION--24.8 KM (15.4 MI) NORTH OF RIDDLE. 24.8 KM (15.4 MI) NORTH
 NV0944'ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE, AT THE T JUNCTION OF
 NV0944'A GRAVEL ROAD LEADING SOUTHEAST, 0.1 KM (0.05 MI) SOUTHWEST OF
 NV0944'MILEPOST 29, 24.4 M (80 FT) WEST OF THE HIGHWAY CENTERLINE, 18.3 M (60
 NV0944'FT) WEST OF THE TINDALL MAIL BOX AND 0.6 M (2 FT) EAST OF A FENCE.  A
 NV0944'SHALLOW-SET METAL ROD SET TO THE DEPTH OF 1.6 M ENCASED IN A PIPE
 NV0944'FLUSH WITH THE GROUND.  1.0 M BELOW THE HIGHWAY.  0.3 M EAST FROM A
 NV0944'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0849 ***********************************************************************
 NV0849  DESIGNATION -  D 422
 NV0849  PID         -  NV0849
 NV0849  STATE/COUNTY-  ID/JEROME
 NV0849  USGS QUAD   -  FALLS CITY (1992)
 NV0849
 NV0849                         *CURRENT SURVEY CONTROL
 NV0849  ___________________________________________________________________
 NV0849* NAD 83(1986)-  42 41 41.     (N)    114 26 36.     (W)     SCALED    
 NV0849* NAVD 88     -      1197.647  (meters)    3929.28   (feet)  ADJUSTED  
 NV0849  ___________________________________________________________________
 NV0849  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 NV0849  DYNAMIC HT  -        1197.008 (meters)    3927.18  (feet)  COMP
 NV0849  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 NV0849
 NV0849  VERT ORDER  -  FIRST     CLASS II
 NV0849
 NV0849.The horizontal coordinates were scaled from a topographic map and have
 NV0849.an estimated accuracy of +/- 6 seconds.
 NV0849
 NV0849.The orthometric height was determined by differential leveling
 NV0849.and adjusted by the National Geodetic Survey in January 1993..
 NV0849
 NV0849.The geoid height was determined by GEOID03.
 NV0849
 NV0849.The dynamic height is computed by dividing the NAVD 88
 NV0849.geopotential number by the normal gravity value computed on the
 NV0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0849.degrees latitude (g = 980.6199 gals.).
 NV0849
 NV0849.The modeled gravity was interpolated from observed gravity values.
 NV0849
 NV0849;                    North         East    Units  Estimated Accuracy
 NV0849;SPC ID C     -   114,280.      463,670.      MT  (+/- 180 meters Scaled)
 NV0849
 NV0849                          SUPERSEDED SURVEY CONTROL
 NV0849
 NV0849  NAVD 88 (06/15/91) 1197.647  (m)         3929.28   (f) UNKNOWN     1 2
 NV0849
 NV0849.Superseded values are not recommended for survey control.
 NV0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0849.See file dsdata.txt to determine how the superseded data were derived.
 NV0849
 NV0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH094300(NAD 83)
 NV0849_MARKER: I = METAL ROD
 NV0849_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NV0849+WITH SETTING: INFORMATION.
 NV0849_SP_SET: METAL ROD DRIVEN INTO GROUND
 NV0849_STAMPING: D 422 1983
 NV0849_MARK LOGO: NGS   
 NV0849_PROJECTION: FLUSH
 NV0849_MAGNETIC: I = MARKER IS A STEEL ROD
 NV0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NV0849+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 NV0849_ROD/PIPE-DEPTH: 1.35 meters
 NV0849
 NV0849  HISTORY     - Date     Condition        Report By
 NV0849  HISTORY     - 1983     MONUMENTED       NGS
 NV0849  HISTORY     - 19920713 GOOD             NGS
 NV0849
 NV0849                          STATION DESCRIPTION
 NV0849
 NV0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0849'16.5 KM (10.3 MI) NORTH FROM TWIN FALLS.
 NV0849'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 NV0849'16.55 KM (10.35 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0849'STATE HIGHWAY 74 AT TWIN FALLS, IN THE SOUTHEAST CORNER OF THE
 NV0849'INTERSECTION OF 200 SOUTH STREET, 0.55 KM (0.35 MI) SOUTH OF MILEPOST
 NV0849'57, 15.1 METERS (49.5 MI) EAST OF THE HIGHWAY CENTERLINE, 64.0 METERS
 NV0849'(210 FT) SOUTH OF THE CENTER OF THE STREET, 3.8 METERS (12.5 FT) NORTH
 NV0849'OF A POWER POLE WITH A TRANSFORMER ATTACHED AND 0.3 METER (1 FT) WEST
 NV0849'OF THE RIGHT OF WAY FENCE.
 NV0849'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 NV0849
 NV0849                          STATION RECOVERY (1992)
 NV0849
 NV0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0849'16.6 KM (10.30 MI) NORTHERLY ALONG U.S. HIGHWAY 93 FROM THE JUNCTION
 NV0849'OF STATE HIGHWAY 74 IN TWIN FALLS, 64.0 M (210.0 FT) SOUTH OF THE
 NV0849'CENTER OF ROAD 200 SOUTH, 15.1 M (49.5 FT) EAST OF THE HIGHWAY
 NV0849'CENTERLINE, 3.8 M (12.5 FT) NORTH-NORTHWEST OF A UTILITY POLE WITH A
 NV0849'TRANSFORMER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M
 NV0849'(1.0 FT) WEST OF A FENCE, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 NV0849'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0878 ***********************************************************************
 NV0878  DESIGNATION -  D 423
 NV0878  PID         -  NV0878
 NV0878  STATE/COUNTY-  ID/TWIN FALLS
 NV0878  USGS QUAD   -  EDEN (1992)
 NV0878
 NV0878                         *CURRENT SURVEY CONTROL
 NV0878  ___________________________________________________________________
 NV0878* NAD 83(1986)-  42 32 00.     (N)    114 13 46.     (W)     SCALED    
 NV0878* NAVD 88     -      1260.658  (meters)    4136.01   (feet)  ADJUSTED  
 NV0878  ___________________________________________________________________
 NV0878  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 NV0878  DYNAMIC HT  -        1259.951 (meters)    4133.69  (feet)  COMP
 NV0878  MODELED GRAV-     980,016.6   (mgal)                       NAVD 88
 NV0878
 NV0878  VERT ORDER  -  FIRST     CLASS II
 NV0878
 NV0878.The horizontal coordinates were scaled from a topographic map and have
 NV0878.an estimated accuracy of +/- 6 seconds.
 NV0878
 NV0878.The orthometric height was determined by differential leveling
 NV0878.and adjusted by the National Geodetic Survey in June 1991..
 NV0878
 NV0878.The geoid height was determined by GEOID03.
 NV0878
 NV0878.The dynamic height is computed by dividing the NAVD 88
 NV0878.geopotential number by the normal gravity value computed on the
 NV0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0878.degrees latitude (g = 980.6199 gals.).
 NV0878
 NV0878.The modeled gravity was interpolated from observed gravity values.
 NV0878
 NV0878;                    North         East    Units  Estimated Accuracy
 NV0878;SPC ID C     -    96,290.      481,150.      MT  (+/- 180 meters Scaled)
 NV0878
 NV0878                          SUPERSEDED SURVEY CONTROL
 NV0878
 NV0878.No superseded survey control is available for this station.
 NV0878
 NV0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH275127(NAD 83)
 NV0878_MARKER: I = METAL ROD
 NV0878_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0878_SP_SET: STAINLESS STEEL ROD
 NV0878_STAMPING: D 423 1983
 NV0878_MARK LOGO: NGS   
 NV0878_PROJECTION: FLUSH
 NV0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0878_ROD/PIPE-DEPTH: 6.1  meters
 NV0878
 NV0878  HISTORY     - Date     Condition        Report By
 NV0878  HISTORY     - 1983     MONUMENTED       NGS
 NV0878
 NV0878                          STATION DESCRIPTION
 NV0878
 NV0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0878'6.2 KM (3.9 MI) NE FROM HANSEN.
 NV0878'0.4 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 NV0878'HANSEN, THENCE 5.85 KM (3.65 MI) EAST ALONG U.S. HIGHWAY 30, IN THE
 NV0878'NORTHEAST CORNER OF THE T JUNCTION OF 4200 EAST ROAD, 0.75 KM (0.45
 NV0878'MI) WEST OF THE Y JUNCTION OF 3700 NORTH ROAD, 0.26 KM (0.15 MI) EAST
 NV0878'OF MILEPOST 231, 12.8 METERS (42 FT) NORTH OF THE HIGHWAY CENTERLINE,
 NV0878'22.8 METERS (75 FT) EAST OF THE CENTER OF THE ROAD, 0.7 METER (2.5 FT)
 NV0878'WEST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND THE HANSEN
 NV0878'SUB-STATION AND 0.3 METER (1 FT) SOUTH OF THE FENCE.
 NV0878'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 NV0878'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1470 ***********************************************************************
 NU1470  DESIGNATION -  D 424
 NU1470  PID         -  NU1470
 NU1470  STATE/COUNTY-  ID/CASSIA
 NU1470  USGS QUAD   -  RUPERT SE (1978)
 NU1470
 NU1470                         *CURRENT SURVEY CONTROL
 NU1470  ___________________________________________________________________
 NU1470* NAD 83(1986)-  42 34 07.     (N)    113 32 10.     (W)     SCALED    
 NU1470* NAVD 88     -      1308.791  (meters)    4293.93   (feet)  ADJUSTED  
 NU1470  ___________________________________________________________________
 NU1470  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1470  DYNAMIC HT  -        1308.038 (meters)    4291.45  (feet)  COMP
 NU1470  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 NU1470
 NU1470  VERT ORDER  -  FIRST     CLASS II
 NU1470
 NU1470.The horizontal coordinates were scaled from a topographic map and have
 NU1470.an estimated accuracy of +/- 6 seconds.
 NU1470
 NU1470.The orthometric height was determined by differential leveling
 NU1470.and adjusted by the National Geodetic Survey in June 1991..
 NU1470
 NU1470.The geoid height was determined by GEOID03.
 NU1470
 NU1470.The dynamic height is computed by dividing the NAVD 88
 NU1470.geopotential number by the normal gravity value computed on the
 NU1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1470.degrees latitude (g = 980.6199 gals.).
 NU1470
 NU1470.The modeled gravity was interpolated from observed gravity values.
 NU1470
 NU1470;                    North         East    Units  Estimated Accuracy
 NU1470;SPC ID C     -   100,280.      538,090.      MT  (+/- 180 meters Scaled)
 NU1470
 NU1470                          SUPERSEDED SURVEY CONTROL
 NU1470
 NU1470.No superseded survey control is available for this station.
 NU1470
 NU1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN918160(NAD 83)
 NU1470_MARKER: DB = BENCH MARK DISK
 NU1470_SETTING: 66 = SET IN ROCK OUTCROP
 NU1470_SP_SET: ROCK OUTCROP
 NU1470_STAMPING: D 424 1983
 NU1470_MARK LOGO: NGS   
 NU1470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1470+STABILITY: POSITION/ELEVATION WELL
 NU1470
 NU1470  HISTORY     - Date     Condition        Report By
 NU1470  HISTORY     - 1983     MONUMENTED       NGS
 NU1470
 NU1470                          STATION DESCRIPTION
 NU1470
 NU1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1470'16.5 KM (10.3 MI) EAST FROM HEYBURN.
 NU1470'16.5 KM (10.3 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE
 NU1470'OVERPASS BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN,
 NU1470'IN TOP OF THE WEST END OF A 2 BY 3 FOOT PORTION OF BEDROCK, IN THE
 NU1470'EAST END OF A LONG LOW CUT BANK, 0.15 KM (0.1 MI) WEST OF MILEPOST
 NU1470'221, 13.7 METERS (45 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE,
 NU1470'26.2 METERS (86 FT) NORTH-NORTHEAST OF A BRACED RIGHT OF WAY FENCE
 NU1470'POST AND 21.8 METERS (71.5 FT) NORTH OF THE RIGHT OF WAY FENCE.
 NU1470'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 NU1470'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1498 ***********************************************************************
 NU1498  DESIGNATION -  D 425
 NU1498  PID         -  NU1498
 NU1498  STATE/COUNTY-  ID/BANNOCK
 NU1498  USGS QUAD   -  POCATELLO NORTH (1971)
 NU1498
 NU1498                         *CURRENT SURVEY CONTROL
 NU1498  ___________________________________________________________________
 NU1498* NAD 83(1986)-  42 53 45.     (N)    112 29 25.     (W)     SCALED    
 NU1498* NAVD 88     -      1354.976  (meters)    4445.45   (feet)  ADJUSTED  
 NU1498  ___________________________________________________________________
 NU1498  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 NU1498  DYNAMIC HT  -        1354.203 (meters)    4442.91  (feet)  COMP
 NU1498  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 NU1498
 NU1498  VERT ORDER  -  FIRST     CLASS II
 NU1498
 NU1498.The horizontal coordinates were scaled from a topographic map and have
 NU1498.an estimated accuracy of +/- 6 seconds.
 NU1498
 NU1498.The orthometric height was determined by differential leveling
 NU1498.and adjusted by the National Geodetic Survey in June 1991..
 NU1498
 NU1498.The geoid height was determined by GEOID03.
 NU1498
 NU1498.The dynamic height is computed by dividing the NAVD 88
 NU1498.geopotential number by the normal gravity value computed on the
 NU1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1498.degrees latitude (g = 980.6199 gals.).
 NU1498
 NU1498.The modeled gravity was interpolated from observed gravity values.
 NU1498
 NU1498;                    North         East    Units  Estimated Accuracy
 NU1498;SPC ID E     -   136,580.      173,570.      MT  (+/- 180 meters Scaled)
 NU1498
 NU1498                          SUPERSEDED SURVEY CONTROL
 NU1498
 NU1498.No superseded survey control is available for this station.
 NU1498
 NU1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN783503(NAD 83)
 NU1498_MARKER: I = METAL ROD
 NU1498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NU1498_SP_SET: STAINLESS STEEL ROD
 NU1498_STAMPING: D 425 1983
 NU1498_MARK LOGO: NGS   
 NU1498_PROJECTION: FLUSH
 NU1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1498_ROD/PIPE-DEPTH: 6.1  meters
 NU1498
 NU1498  HISTORY     - Date     Condition        Report By
 NU1498  HISTORY     - 1983     MONUMENTED       NGS
 NU1498
 NU1498                          STATION DESCRIPTION
 NU1498
 NU1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1498'5.2 KM (3.2 MI) NW FROM POCATELLO.
 NU1498'5.2 KM (3.25 MI) NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU1498'STATION AT POCATELLO, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 217, 0.15
 NU1498'KM (0.1 MI) NORTHWEST OF A LARGE CONCRETE GRAIN ELEVATOR, AT THE
 NU1498'NORTHWEST END OF A LONG RAILROAD FILL, 7.8 METERS (25.5 FT) NORTHEAST
 NU1498'OF THE NORTHEAST RAIL OF THE NORTHEAST MAIN TRACKS, 15.4 METERS (50.5
 NU1498'FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD BETWEEN THE MAIN TRACKS
 NU1498'AND THE SIDE TRACKS AND 1.0 METER (3.5 FT) NORTHWEST OF A TELEGRAPH
 NU1498'POLE.
 NU1498'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 NU1498'THE MARK IS 0.5 M BELOW THE MAIN TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0833 ***********************************************************************
 OZ0833  DESIGNATION -  D 426
 OZ0833  PID         -  OZ0833
 OZ0833  STATE/COUNTY-  ID/CUSTER
 OZ0833  USGS QUAD   -  HARRY CANYON (1967)
 OZ0833
 OZ0833                         *CURRENT SURVEY CONTROL
 OZ0833  ___________________________________________________________________
 OZ0833* NAD 83(1986)-  43 56 01.     (N)    114 06 48.     (W)     SCALED    
 OZ0833* NAVD 88     -      2098.425  (meters)    6884.58   (feet)  ADJUSTED  
 OZ0833  ___________________________________________________________________
 OZ0833  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OZ0833  DYNAMIC HT  -        2097.077 (meters)    6880.16  (feet)  COMP
 OZ0833  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 OZ0833
 OZ0833  VERT ORDER  -  FIRST     CLASS II
 OZ0833
 OZ0833.The horizontal coordinates were scaled from a topographic map and have
 OZ0833.an estimated accuracy of +/- 6 seconds.
 OZ0833
 OZ0833.The orthometric height was determined by differential leveling
 OZ0833.and adjusted by the National Geodetic Survey in June 1991..
 OZ0833
 OZ0833.The geoid height was determined by GEOID03.
 OZ0833
 OZ0833.The dynamic height is computed by dividing the NAVD 88
 OZ0833.geopotential number by the normal gravity value computed on the
 OZ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0833.degrees latitude (g = 980.6199 gals.).
 OZ0833
 OZ0833.The modeled gravity was interpolated from observed gravity values.
 OZ0833
 OZ0833;                    North         East    Units  Estimated Accuracy
 OZ0833;SPC ID C     -   251,830.      490,900.      MT  (+/- 180 meters Scaled)
 OZ0833
 OZ0833                          SUPERSEDED SURVEY CONTROL
 OZ0833
 OZ0833.No superseded survey control is available for this station.
 OZ0833
 OZ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ316685(NAD 83)
 OZ0833_MARKER: DB = BENCH MARK DISK
 OZ0833_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0833_SP_SET: ROCK OUTCROP
 OZ0833_STAMPING: D 426 1984
 OZ0833_MARK LOGO: NGS   
 OZ0833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0833+STABILITY: POSITION/ELEVATION WELL
 OZ0833
 OZ0833  HISTORY     - Date     Condition        Report By
 OZ0833  HISTORY     - 1984     MONUMENTED       NGS
 OZ0833  HISTORY     - 1985     GOOD             NGS
 OZ0833
 OZ0833                          STATION DESCRIPTION
 OZ0833
 OZ0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OZ0833'52.6 KM (32.8 MI) NW FROM MACKAY.
 OZ0833'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF
 OZ0833'MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG OLD
 OZ0833'STATE HIGHWAY 27, THENCE 15.45 KM (9.6 MI) SOUTHWEST ALONG BARTLETT
 OZ0833'POINT ROAD, THENCE 10.4 KM (6.5 MI) SOUTHWEST ALONG TRAIL CREEK ROAD
 OZ0833'(OLD STATE HIGHWAY 75), IN TOP OF AND 2.0 METERS (6.5 FT) SOUTHWEST OF
 OZ0833'THE NORTHEAST END OF A 18- BY 28-FOOT VOLCANIC OUTCROP PROJECTING 3
 OZ0833'FEET ABOVE THE SURFACE OF THE GROUND, IN THE SOUTH CORNER OF THE Y
 OZ0833'JUNCTION OF A TRACK ROAD LEADING SOUTH, 0.1 KM (0.05 MI) NORTHEAST OF
 OZ0833'THE CROSSING OF THE NORTH FORK OF THE BIG LOST RIVER, 21.5 METERS
 OZ0833'(70.5 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 14.1 METERS (46.5 FT)
 OZ0833'WEST OF THE CENTER OF A TRACK ROAD.
 OZ0833'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 OZ0833'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OZ0833
 OZ0833                          STATION RECOVERY (1985)
 OZ0833
 OZ0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0655 ***********************************************************************
 QA0655  DESIGNATION -  D 427
 QA0655  PID         -  QA0655
 QA0655  STATE/COUNTY-  ID/CUSTER
 QA0655  USGS QUAD   -  ANTELOPE FLAT (1963)
 QA0655
 QA0655                         *CURRENT SURVEY CONTROL
 QA0655  ___________________________________________________________________
 QA0655* NAD 83(1986)-  44 19 32.     (N)    114 03 05.     (W)     SCALED    
 QA0655* NAVD 88     -      1863.153  (meters)    6112.69   (feet)  ADJUSTED  
 QA0655  ___________________________________________________________________
 QA0655  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 QA0655  DYNAMIC HT  -        1862.071 (meters)    6109.14  (feet)  COMP
 QA0655  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 QA0655
 QA0655  VERT ORDER  -  FIRST     CLASS II
 QA0655
 QA0655.The horizontal coordinates were scaled from a topographic map and have
 QA0655.an estimated accuracy of +/- 6 seconds.
 QA0655
 QA0655.The orthometric height was determined by differential leveling
 QA0655.and adjusted by the National Geodetic Survey in June 1991..
 QA0655
 QA0655.The geoid height was determined by GEOID03.
 QA0655
 QA0655.The dynamic height is computed by dividing the NAVD 88
 QA0655.geopotential number by the normal gravity value computed on the
 QA0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0655.degrees latitude (g = 980.6199 gals.).
 QA0655
 QA0655.The modeled gravity was interpolated from observed gravity values.
 QA0655
 QA0655;                    North         East    Units  Estimated Accuracy
 QA0655;SPC ID C     -   295,370.      495,900.      MT  (+/- 180 meters Scaled)
 QA0655
 QA0655                          SUPERSEDED SURVEY CONTROL
 QA0655
 QA0655.No superseded survey control is available for this station.
 QA0655
 QA0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK351122(NAD 83)
 QA0655_MARKER: I = METAL ROD
 QA0655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QA0655_SP_SET: STAINLESS STEEL ROD
 QA0655_STAMPING: D 427 1985
 QA0655_MARK LOGO: NGS   
 QA0655_PROJECTION: FLUSH
 QA0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0655_ROD/PIPE-DEPTH: 5.8  meters
 QA0655
 QA0655  HISTORY     - Date     Condition        Report By
 QA0655  HISTORY     - 1985     MONUMENTED       NGS
 QA0655
 QA0655                          STATION DESCRIPTION
 QA0655
 QA0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QA0655'25.7 KM (16.0 MI) SE FROM CHALLIS.
 QA0655'25.7 KM (16.0 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE INTERSECTION
 QA0655'OF MAIN STREET AT CHALLIS, NEAR A GATE IN THE RIGHT OF WAY FENCE, IN
 QA0655'THE NORTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING EAST,
 QA0655'0.67 KM (0.42 MI) SOUTH OF MILEPOST 147, 17.8 METERS (58.5 FT) EAST OF
 QA0655'THE HIGHWAY CENTERLINE, 15.2 METERS (50 FT) NORTH-NORTHWEST OF THE
 QA0655'NORTH END FOR THE EAST CONCRETE HEADWALL FOR A 36-INCH PIPE CULVERT
 QA0655'FOR GOOSE BERRY CREEK, 4.9 METERS (16 FT) NORTH OF THE CENTER OF THE
 QA0655'TRACK ROAD, 2.9 METERS (9.5 FT) NORTH OF THE NORTH END OF THE GATE.
 QA0655'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 QA0655'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1633 ***********************************************************************
 SV1633  DESIGNATION -  D 428
 SV1633  PID         -  SV1633
 SV1633  STATE/COUNTY-  ID/BENEWAH
 SV1633  USGS QUAD   -  TENSED (1985)
 SV1633
 SV1633                         *CURRENT SURVEY CONTROL
 SV1633  ___________________________________________________________________
 SV1633* NAD 83(1986)-  47 13 42.     (N)    116 58 45.     (W)     SCALED    
 SV1633* NAVD 88     -       784.982  (meters)    2575.40   (feet)  ADJUSTED  
 SV1633  ___________________________________________________________________
 SV1633  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 SV1633  DYNAMIC HT  -         784.962 (meters)    2575.33  (feet)  COMP
 SV1633  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 SV1633
 SV1633  VERT ORDER  -  FIRST     CLASS II
 SV1633
 SV1633.The horizontal coordinates were scaled from a topographic map and have
 SV1633.an estimated accuracy of +/- 6 seconds.
 SV1633
 SV1633.The orthometric height was determined by differential leveling
 SV1633.and adjusted by the National Geodetic Survey in June 1991..
 SV1633
 SV1633.The geoid height was determined by GEOID03.
 SV1633
 SV1633.The dynamic height is computed by dividing the NAVD 88
 SV1633.geopotential number by the normal gravity value computed on the
 SV1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1633.degrees latitude (g = 980.6199 gals.).
 SV1633
 SV1633.The modeled gravity was interpolated from observed gravity values.
 SV1633
 SV1633;                    North         East    Units  Estimated Accuracy
 SV1633;SPC ID W     -   618,710.      706,920.      MT  (+/- 180 meters Scaled)
 SV1633
 SV1633                          SUPERSEDED SURVEY CONTROL
 SV1633
 SV1633.No superseded survey control is available for this station.
 SV1633
 SV1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN015305(NAD 83)
 SV1633_MARKER: I = METAL ROD
 SV1633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1633_SP_SET: STAINLESS STEEL ROD
 SV1633_STAMPING: D 428 1989
 SV1633_MARK LOGO: NGS   
 SV1633_PROJECTION: FLUSH
 SV1633_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1633+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1633_ROD/PIPE-DEPTH: 4.9  meters
 SV1633
 SV1633  HISTORY     - Date     Condition        Report By
 SV1633  HISTORY     - 1989     MONUMENTED       NGS
 SV1633
 SV1633                          STATION DESCRIPTION
 SV1633
 SV1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1633'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION, 1.13 KM (0.70
 SV1633'MI) WEST OF STATE HIGHWAY 60 MILEPOST 4, 3.55 KM (2.20 MI) WEST OF
 SV1633'THE JUNCTION OF U.S. HIGHWAY 95 AND AT THE JUNCTION OF A GRAVEL ROAD
 SV1633'LEADING SOUTHEAST.  OWNERSHIP, HIGHWAY RIGHT-OF-WAY.  REACHED FROM
 SV1633'THE JUNCTION OF WASHINGTON STATE HIGHWAYS 27 AND 274 WHICH IS AT THE
 SV1633'NORTH END OF TEKOA, WASHINGTON, GO NORTHEAST ON STATE HIGHWAY 274 FOR
 SV1633'3.08 KM (1.90 MI) TO THE IDAHO STATE LINE AND THE JUNCTION OF IDAHO
 SV1633'STATE HIGHWAY 60 AND SIGN TO 95, TURN RIGHT AND GO SOUTHEAST ON IDAHO
 SV1633'STATE HIGHWAY 60 FOR 5.24 KM (3.25 MI) TO THE MARK ON THE RIGHT.  IT
 SV1633'IS 13.5 M (44.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.9 M
 SV1633'(29.2 FT) EAST FROM THE CENTER OF THE GRAVEL ROAD, 8.5 M (27.9 FT)
 SV1633'NORTH-NORTHWEST FROM A STOP SIGN AND 0.60 M (2.0 FT) NORTH FROM A
 SV1633'WITNESS POST.  MARK IS 0.20 M (0.7 FT) BELOW THE HIGHWAY.  MARK IS A
 SV1633'STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE IN THE TOP.
 SV1633'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1663 ***********************************************************************
 SV1663  DESIGNATION -  D 429
 SV1663  PID         -  SV1663
 SV1663  STATE/COUNTY-  ID/KOOTENAI
 SV1663  USGS QUAD   -  WORLEY (1981)
 SV1663
 SV1663                         *CURRENT SURVEY CONTROL
 SV1663  ___________________________________________________________________
 SV1663* NAD 83(1999)-  47 24 17.95152(N)    116 55 50.61510(W)     ADJUSTED  
 SV1663* NAVD 88     -       797.669  (meters)    2617.02   (feet)  ADJUSTED  
 SV1663  ___________________________________________________________________
 SV1663  X           -  -1,958,929.195 (meters)                     COMP
 SV1663  Y           -  -3,856,133.685 (meters)                     COMP
 SV1663  Z           -   4,672,928.837 (meters)                     COMP
 SV1663  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 SV1663  ELLIP HEIGHT-         779.98  (meters)          (04/16/01) GPS OBS
 SV1663  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 SV1663  DYNAMIC HT  -         797.670 (meters)    2617.02  (feet)  COMP
 SV1663  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 SV1663
 SV1663  HORZ ORDER  -  FIRST
 SV1663  VERT ORDER  -  FIRST     CLASS II
 SV1663  ELLP ORDER  -  FOURTH    CLASS II
 SV1663
 SV1663.The horizontal coordinates were established by GPS observations
 SV1663.and adjusted by the National Geodetic Survey in April 2001..
 SV1663.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1663.DATUM ITEM on the data sheet items page.
 SV1663
 SV1663.The orthometric height was determined by differential leveling
 SV1663.and adjusted by the National Geodetic Survey in June 1991..
 SV1663
 SV1663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1663
 SV1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1663
 SV1663.The ellipsoidal height was determined by GPS observations
 SV1663.and is referenced to NAD 83.
 SV1663
 SV1663.The geoid height was determined by GEOID03.
 SV1663
 SV1663.The dynamic height is computed by dividing the NAVD 88
 SV1663.geopotential number by the normal gravity value computed on the
 SV1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1663.degrees latitude (g = 980.6199 gals.).
 SV1663
 SV1663.The modeled gravity was interpolated from observed gravity values.
 SV1663
 SV1663;                    North         East     Units Scale Factor Converg.
 SV1663;SPC ID W     -   638,291.254   710,885.946   MT  1.00003089   -0 52 09.3
 SV1663;UTM  11      - 5,250,172.719   505,226.637   MT  0.99960034   +0 03 03.6
 SV1663
 SV1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1663!SPC ID W     -   0.99987776  x   1.00003089  =   0.99990865
 SV1663!UTM  11      -   0.99987776  x   0.99960034  =   0.99947815
 SV1663
 SV1663                          SUPERSEDED SURVEY CONTROL
 SV1663
 SV1663  NAD 83(1992)-  47 24 17.94981(N)    116 55 50.61550(W) AD(       ) 1
 SV1663  ELLIP H (01/22/97)  780.09   (m)                       GP(       ) 4 1
 SV1663  NAVD 88 (01/29/98)  797.67   (m)         2617.0    (f) LEVELING    3  
 SV1663  NAVD 88 (01/22/97)  797.67   (m)         2617.0    (f) LEVELING    3  
 SV1663
 SV1663.Superseded values are not recommended for survey control.
 SV1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1663.See file dsdata.txt to determine how the superseded data were derived.
 SV1663
 SV1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0522750173(NAD 83)
 SV1663_MARKER: I = METAL ROD
 SV1663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1663_SP_SET: STAINLESS STEEL ROD
 SV1663_STAMPING: D 429 1989
 SV1663_MARK LOGO: NGS   
 SV1663_PROJECTION: FLUSH
 SV1663_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1663+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1996
 SV1663_ROD/PIPE-DEPTH: 3.7  meters
 SV1663
 SV1663  HISTORY     - Date     Condition        Report By
 SV1663  HISTORY     - 1989     MONUMENTED       NGS
 SV1663  HISTORY     - 19960810 GOOD             NGS
 SV1663
 SV1663                          STATION DESCRIPTION
 SV1663
 SV1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1663'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1663'HIGHWAY 95, ABOUT 1.0 KM (0.60 MI) NORTHWEST OF WORLEY AND AT A 8 X
 SV1663'10 FOOT CONCRETE BOX CULVERT.  REACHED FROM THE POST OFFICE IN
 SV1663'WORLEY, GO NORTHWEST ON U.S. HIGHWAY 95 FOR 1.2 KM (0.75 MI) TO THE
 SV1663'MARK ON THE RIGHT AT THE SOUTHEAST END OF THE CULVERT.  IT IS 9.3 M
 SV1663'(30.5 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 8.5 M (27.9
 SV1663'FT) EAST FROM THE CENTER OF THE NORTHEAST HEADWALL, 8.5 M (27.9 FT)
 SV1663'NORTH FROM THE SOUTHEAST END OF THE CONCRETE GUARDRAIL AND 0.6 M (2.0
 SV1663'FT) SOUTHWEST FROM A WITNESS POST.  MARK IS 0.5 M (1.6 FT) BELOW THE
 SV1663'HIGHWAY.  MARK IS A STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE IN
 SV1663'THE TOP.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 SV1663'CAP.
 SV1663
 SV1663                          STATION RECOVERY (1996)
 SV1663
 SV1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 SV1663'THE STATION IS 19 MI (30.6 KM) SOUTH OF COEUR D ALENE AND 0.75 MI
 SV1663'(1.21 KM) NORTHWEST OF WORLEY, ON THE NORTHEAST SIDE OF U.S.  HIGHWAY
 SV1663'95 AND NORTHEAST OF THE EAST END OF A CONCRETE GUARDRAIL.
 SV1663'OWNERSHIP--UNKNOWN.  TO REACH FROM THE POST OFFICE IN WORLEY, GO
 SV1663'NORTHWEST ON U.S.  HIGHWAY 95 FOR 0.75 MI (1.21 KM) TO THE STATION ON
 SV1663'THE RIGHT.  THE STATION IS A 9/16-INCH STAINLESS STEEL ROD.  IT IS
 SV1663'30.5 FT (9.3 M) NORTHEAST OF THE CENTERLINE OF U.S.  HIGHWAY 95, 27.9
 SV1663'FT (8.5 M) EAST OF THE NORTHEAST HEADWALL, 27.6 FT (8.4 M) NORTH OF
 SV1663'THE EAST END OF A CONCRETE GUARDRAIL AND 2.0 FT (0.6 M) SOUTHWEST OF A
 SV1663'CARSONITE WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS THROUGH A
 SV1663'5-INCH NGS LOGO CAP.  DESCRIBED BY J.E.  DUNFORD III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0261 ***********************************************************************
 OX0261  DESIGNATION -  D 43
 OX0261  PID         -  OX0261
 OX0261  STATE/COUNTY-  ID/TETON
 OX0261  USGS QUAD   -  DRIGGS (1978)
 OX0261
 OX0261                         *CURRENT SURVEY CONTROL
 OX0261  ___________________________________________________________________
 OX0261* NAD 83(1986)-  43 41 45.     (N)    111 06 39.     (W)     SCALED    
 OX0261* NAVD 88     -      1858.422  (meters)    6097.17   (feet)  POSTED    
 OX0261  ___________________________________________________________________
 OX0261  GEOID HEIGHT-          -9.80  (meters)                     GEOID03
 OX0261  DYNAMIC HT  -        1857.260 (meters)    6093.36  (feet)  COMP
 OX0261  MODELED GRAV-     979,927.4   (mgal)                       NAVD 88
 OX0261
 OX0261  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0261
 OX0261.The horizontal coordinates were scaled from a topographic map and have
 OX0261.an estimated accuracy of +/- 6 seconds.
 OX0261
 OX0261.The orthometric height was determined by differential leveling
 OX0261.and adjusted by the National Geodetic Survey in 1992..
 OX0261.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0261.rate of 1.1 thru 2.0 mm/km.
 OX0261
 OX0261.The geoid height was determined by GEOID03.
 OX0261
 OX0261.The dynamic height is computed by dividing the NAVD 88
 OX0261.geopotential number by the normal gravity value computed on the
 OX0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0261.degrees latitude (g = 980.6199 gals.).
 OX0261
 OX0261.The modeled gravity was interpolated from observed gravity values.
 OX0261
 OX0261;                    North         East    Units  Estimated Accuracy
 OX0261;SPC ID E     -   225,940.      285,110.      MT  (+/- 180 meters Scaled)
 OX0261
 OX0261                          SUPERSEDED SURVEY CONTROL
 OX0261
 OX0261  NGVD 29 (??/??/92) 1857.169  (m)         6093.06   (f) ADJ UNCH    2 0
 OX0261
 OX0261.Superseded values are not recommended for survey control.
 OX0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0261.See file dsdata.txt to determine how the superseded data were derived.
 OX0261
 OX0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP910380(NAD 83)
 OX0261_MARKER: DB = BENCH MARK DISK
 OX0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0261_STAMPING: D 43 1934
 OX0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0261+STABILITY: SURFACE MOTION
 OX0261
 OX0261  HISTORY     - Date     Condition        Report By
 OX0261  HISTORY     - 1934     MONUMENTED       CGS
 OX0261  HISTORY     - 1974     GOOD             USGS
 OX0261
 OX0261                          STATION DESCRIPTION
 OX0261
 OX0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0261'2.1 MI S FROM DRIGGS.
 OX0261'ABOUT 2.1 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OX0261'STATION AT DRIGGS, TETON COUNTY, ABOUT 1,080 FEET SOUTH OF MILEPOST
 OX0261'39, ABOUT 630 FEET NORTH OF THE CROSSING OF A DIRT ROAD, ABOUT 375
 OX0261'FEET SOUTH OF CULVERT 39.11 UNDER THE TRACK, ABOUT 120 FEET SOUTHEAST
 OX0261'OF A GRAVEL PIT, 34 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 3
 OX0261'FEET EAST OF A POLE.  A STANDARD DISK, STAMPED D 43 1934 AND SET IN
 OX0261'THE TOP OF A CONCRETE POST.
 OX0261
 OX0261                          STATION RECOVERY (1974)
 OX0261
 OX0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0261'ABOUT 2.1 MILES SOUTH ALONG THE UNION PACIFIC RR FROM THE STATION AT
 OX0261'DRIGGS, 620 FT NORTH OF A GRAVEL ROAD CROSSING, 63 FT WEST OF THE
 OX0261'CENTERLINE OF U.S. HIGHWAY 33, 36 FT WEST OF THE TRACKS. A STANDARD
 OX0261'DISK, STAMPED D 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1305 ***********************************************************************
 OY1305  DESIGNATION -  D 430
 OY1305  PID         -  OY1305
 OY1305  STATE/COUNTY-  ID/JEFFERSON
 OY1305  USGS QUAD   -  ANTELOPE BUTTE (1969)
 OY1305
 OY1305                         *CURRENT SURVEY CONTROL
 OY1305  ___________________________________________________________________
 OY1305* NAD 83(1986)-  43 52 21.     (N)    112 37 29.     (W)     SCALED    
 OY1305* NAVD 88     -      1482.924  (meters)    4865.23   (feet)  ADJUSTED  
 OY1305  ___________________________________________________________________
 OY1305  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 OY1305  DYNAMIC HT  -        1482.198 (meters)    4862.84  (feet)  COMP
 OY1305  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 OY1305
 OY1305  VERT ORDER  -  FIRST     CLASS II
 OY1305
 OY1305.The horizontal coordinates were scaled from a topographic map and have
 OY1305.an estimated accuracy of +/- 6 seconds.
 OY1305
 OY1305.The orthometric height was determined by differential leveling
 OY1305.and adjusted by the National Geodetic Survey in December 1992..
 OY1305
 OY1305.The geoid height was determined by GEOID03.
 OY1305
 OY1305.The dynamic height is computed by dividing the NAVD 88
 OY1305.geopotential number by the normal gravity value computed on the
 OY1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1305.degrees latitude (g = 980.6199 gals.).
 OY1305
 OY1305.The modeled gravity was interpolated from observed gravity values.
 OY1305
 OY1305;                    North         East    Units  Estimated Accuracy
 OY1305;SPC ID E     -   245,130.      163,180.      MT  (+/- 180 meters Scaled)
 OY1305
 OY1305                          SUPERSEDED SURVEY CONTROL
 OY1305
 OY1305  NGVD 29 (08/20/92) 1481.857  (m)         4861.73   (f) ADJUSTED    1 2
 OY1305
 OY1305.Superseded values are not recommended for survey control.
 OY1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1305.See file dsdata.txt to determine how the superseded data were derived.
 OY1305
 OY1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP694589(NAD 83)
 OY1305_MARKER: DV = VERTICAL CONTROL DISK
 OY1305_SETTING: 66 = SET IN ROCK OUTCROP
 OY1305_SP_SET: BEDROCK
 OY1305_STAMPING: D 430 1992
 OY1305_MARK LOGO: NGS   
 OY1305_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1305+STABILITY: POSITION/ELEVATION WELL
 OY1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1305+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1305
 OY1305  HISTORY     - Date     Condition        Report By
 OY1305  HISTORY     - 1992     MONUMENTED       NGS
 OY1305
 OY1305                          STATION DESCRIPTION
 OY1305
 OY1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1305'17.1 KM (10.60 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1305'OFFICE IN TERRETON, THENCE 4.0 KM (2.50 MI) NORTHEASTERLY ALONG TRACK
 OY1305'ROAD T-17, NEAR THE NORTH END OF A 50 BY 100-FOOT AREA OF OUTCROPPING
 OY1305'BEDROCK ALONG THE NORTHWEST SLOPE OF A ROCKY KNOLL, 44.3 M (145.3 FT)
 OY1305'NORTHWEST OF AND LEVEL WITH THE ROAD CENTER, 1.0 M (3.3 FT) NORTH OF
 OY1305'A CAIRN, AND 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1186 ***********************************************************************
 OY1186  DESIGNATION -  D 431
 OY1186  PID         -  OY1186
 OY1186  STATE/COUNTY-  ID/BUTTE
 OY1186  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1186
 OY1186                         *CURRENT SURVEY CONTROL
 OY1186  ___________________________________________________________________
 OY1186* NAD 83(1986)-  43 32 12.     (N)    112 56 45.     (W)     SCALED    
 OY1186* NAVD 88     -      1504.777  (meters)    4936.92   (feet)  ADJUSTED  
 OY1186  ___________________________________________________________________
 OY1186  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 OY1186  DYNAMIC HT  -        1503.974 (meters)    4934.29  (feet)  COMP
 OY1186  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 OY1186
 OY1186  VERT ORDER  -  FIRST     CLASS II
 OY1186
 OY1186.The horizontal coordinates were scaled from a topographic map and have
 OY1186.an estimated accuracy of +/- 6 seconds.
 OY1186
 OY1186.The orthometric height was determined by differential leveling
 OY1186.and adjusted by the National Geodetic Survey in December 1992..
 OY1186
 OY1186.The geoid height was determined by GEOID03.
 OY1186
 OY1186.The dynamic height is computed by dividing the NAVD 88
 OY1186.geopotential number by the normal gravity value computed on the
 OY1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1186.degrees latitude (g = 980.6199 gals.).
 OY1186
 OY1186.The modeled gravity was interpolated from observed gravity values.
 OY1186
 OY1186;                    North         East    Units  Estimated Accuracy
 OY1186;SPC ID C     -   208,260.      585,200.      MT  (+/- 180 meters Scaled)
 OY1186
 OY1186                          SUPERSEDED SURVEY CONTROL
 OY1186
 OY1186  NGVD 29 (08/20/92) 1503.713  (m)         4933.43   (f) ADJUSTED    1 2
 OY1186
 OY1186.Superseded values are not recommended for survey control.
 OY1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1186.See file dsdata.txt to determine how the superseded data were derived.
 OY1186
 OY1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP427222(NAD 83)
 OY1186_MARKER: I = METAL ROD
 OY1186_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1186_SP_SET: STAINLESS STEEL ROD
 OY1186_STAMPING: D 431 1992
 OY1186_MARK LOGO: NGS   
 OY1186_PROJECTION: FLUSH
 OY1186_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1186+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1186_ROD/PIPE-DEPTH: 4.3  meters
 OY1186
 OY1186  HISTORY     - Date     Condition        Report By
 OY1186  HISTORY     - 1992     MONUMENTED       NGS
 OY1186
 OY1186                          STATION DESCRIPTION
 OY1186
 OY1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1186'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1186'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1186'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY1186'EASTERLY ALONG WEST PORTLAND AVENUE, 59.4 M (194.9 FT) NORTH OF AND
 OY1186'LEVEL WITH THE AVENUE CENTERLINE, 40.9 M (134.2 FT) WEST OF THE
 OY1186'CENTER OF LINCOLN BOULEVARD, 2.8 M (9.2 FT) SOUTH OF THE NORTH LEG OF
 OY1186'A DOUBLE UTILITY POLE, 2.6 M (8.5 FT) NORTH OF THE SOUTH LEG OF A
 OY1186'DOUBLE UTILITY POLE, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.
 OY1186'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1158 ***********************************************************************
 OY1158  DESIGNATION -  D 432
 OY1158  PID         -  OY1158
 OY1158  STATE/COUNTY-  ID/BUTTE
 OY1158  USGS QUAD   -  EAST OF HOWE PEAK (1973)
 OY1158
 OY1158                         *CURRENT SURVEY CONTROL
 OY1158  ___________________________________________________________________
 OY1158* NAD 83(1986)-  43 44 59.     (N)    112 58 32.     (W)     SCALED    
 OY1158* NAVD 88     -      1464.372  (meters)    4804.36   (feet)  ADJUSTED  
 OY1158  ___________________________________________________________________
 OY1158  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 OY1158  DYNAMIC HT  -        1463.607 (meters)    4801.85  (feet)  COMP
 OY1158  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 OY1158
 OY1158  VERT ORDER  -  FIRST     CLASS II
 OY1158
 OY1158.The horizontal coordinates were scaled from a topographic map and have
 OY1158.an estimated accuracy of +/- 6 seconds.
 OY1158
 OY1158.The orthometric height was determined by differential leveling
 OY1158.and adjusted by the National Geodetic Survey in December 1992..
 OY1158
 OY1158.The geoid height was determined by GEOID03.
 OY1158
 OY1158.The dynamic height is computed by dividing the NAVD 88
 OY1158.geopotential number by the normal gravity value computed on the
 OY1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1158.degrees latitude (g = 980.6199 gals.).
 OY1158
 OY1158.The modeled gravity was interpolated from observed gravity values.
 OY1158
 OY1158;                    North         East    Units  Estimated Accuracy
 OY1158;SPC ID C     -   231,900.      582,510.      MT  (+/- 180 meters Scaled)
 OY1158
 OY1158                          SUPERSEDED SURVEY CONTROL
 OY1158
 OY1158  NGVD 29 (08/20/92) 1463.299  (m)         4800.84   (f) ADJUSTED    1 2
 OY1158
 OY1158.Superseded values are not recommended for survey control.
 OY1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1158.See file dsdata.txt to determine how the superseded data were derived.
 OY1158
 OY1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP409459(NAD 83)
 OY1158_MARKER: I = METAL ROD
 OY1158_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1158+WITH SETTING: INFORMATION.
 OY1158_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1158_STAMPING: D 432 1992
 OY1158_MARK LOGO: NGS   
 OY1158_PROJECTION: FLUSH
 OY1158_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1158+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1158_ROD/PIPE-DEPTH: 2.1  meters
 OY1158
 OY1158  HISTORY     - Date     Condition        Report By
 OY1158  HISTORY     - 1992     MONUMENTED       NGS
 OY1158
 OY1158                          STATION DESCRIPTION
 OY1158
 OY1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1158'2.7 KM (1.65 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1158'POST OFFICE IN HOWE, THENCE 1.5 KM (0.95 MI) EASTERLY ALONG A
 OY1158'GRAVELED ROAD, THENCE 1.9 KM (1.20 MI) SOUTHEASTERLY ALONG A TRACK
 OY1158'ROAD, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG TRACK ROAD T-14, 7.6 M
 OY1158'(24.9 FT) SOUTHWEST OF AND LEVEL WITH THE ROAD CENTER, 7.5 M (24.6
 OY1158'FT) SOUTHEAST OF THE CENTER OF A TRACK ROAD, 0.6 M (2.0 FT) SOUTHWEST
 OY1158'OF THE SOUTHWEST END OF A BARRICADE, AND 0.5 M (1.6 FT) SOUTH OF A
 OY1158'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OY1158'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1207 ***********************************************************************
 OY1207  DESIGNATION -  D 433
 OY1207  PID         -  OY1207
 OY1207  STATE/COUNTY-  ID/BUTTE
 OY1207  USGS QUAD   -  RYEGRASS FLAT (1973)
 OY1207
 OY1207                         *CURRENT SURVEY CONTROL
 OY1207  ___________________________________________________________________
 OY1207* NAD 83(1986)-  43 32 02.     (N)    112 51 28.     (W)     SCALED    
 OY1207* NAVD 88     -      1521.883  (meters)    4993.04   (feet)  ADJUSTED  
 OY1207  ___________________________________________________________________
 OY1207  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 OY1207  DYNAMIC HT  -        1521.079 (meters)    4990.41  (feet)  COMP
 OY1207  MODELED GRAV-     980,037.6   (mgal)                       NAVD 88
 OY1207
 OY1207  VERT ORDER  -  FIRST     CLASS II
 OY1207
 OY1207.The horizontal coordinates were scaled from a topographic map and have
 OY1207.an estimated accuracy of +/- 6 seconds.
 OY1207
 OY1207.The orthometric height was determined by differential leveling
 OY1207.and adjusted by the National Geodetic Survey in December 1992..
 OY1207
 OY1207.The geoid height was determined by GEOID03.
 OY1207
 OY1207.The dynamic height is computed by dividing the NAVD 88
 OY1207.geopotential number by the normal gravity value computed on the
 OY1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1207.degrees latitude (g = 980.6199 gals.).
 OY1207
 OY1207.The modeled gravity was interpolated from observed gravity values.
 OY1207
 OY1207;                    North         East    Units  Estimated Accuracy
 OY1207;SPC ID C     -   208,040.      592,320.      MT  (+/- 180 meters Scaled)
 OY1207
 OY1207                          SUPERSEDED SURVEY CONTROL
 OY1207
 OY1207  NGVD 29 (08/20/92) 1520.825  (m)         4989.57   (f) ADJUSTED    1 2
 OY1207
 OY1207.Superseded values are not recommended for survey control.
 OY1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1207.See file dsdata.txt to determine how the superseded data were derived.
 OY1207
 OY1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP498217(NAD 83)
 OY1207_MARKER: DV = VERTICAL CONTROL DISK
 OY1207_SETTING: 66 = SET IN ROCK OUTCROP
 OY1207_SP_SET: BEDROCK
 OY1207_STAMPING: D 433 1992
 OY1207_MARK LOGO: NGS   
 OY1207_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1207+STABILITY: POSITION/ELEVATION WELL
 OY1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1207+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1207
 OY1207  HISTORY     - Date     Condition        Report By
 OY1207  HISTORY     - 1992     MONUMENTED       NGS
 OY1207
 OY1207                          STATION DESCRIPTION
 OY1207
 OY1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1207'37.9 KM (23.55 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1207'OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY
 OY1207'ALONG PORTLAND AVENUE, THENCE 3.7 KM (2.30 MI) NORTHEASTERLY ALONG
 OY1207'JEFFERSON BOULEVARD, THENCE 1.6 KM (1.00 MI) EASTERLY ALONG WILSON
 OY1207'AVENUE, NEAR THE NORTH END OF A 20 BY 25-FOOT AREA OF OUTCROPPING
 OY1207'BEDROCK, 17.4 M (57.1 FT) SOUTH OF THE AVENUE CENTERLINE, 0.3 M (1.0
 OY1207'FT) BELOW THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) NORTH OF A
 OY1207'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1245 ***********************************************************************
 OY1245  DESIGNATION -  D 434
 OY1245  PID         -  OY1245
 OY1245  STATE/COUNTY-  ID/JEFFERSON
 OY1245  USGS QUAD   -  ANTELOPE BUTTE (1969)
 OY1245
 OY1245                         *CURRENT SURVEY CONTROL
 OY1245  ___________________________________________________________________
 OY1245* NAD 83(1986)-  43 46 53.     (N)    112 35 28.     (W)     SCALED    
 OY1245* NAVD 88     -      1460.039  (meters)    4790.14   (feet)  ADJUSTED  
 OY1245  ___________________________________________________________________
 OY1245  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 OY1245  DYNAMIC HT  -        1459.299 (meters)    4787.72  (feet)  COMP
 OY1245  MODELED GRAV-     980,061.0   (mgal)                       NAVD 88
 OY1245
 OY1245  VERT ORDER  -  FIRST     CLASS II
 OY1245
 OY1245.The horizontal coordinates were scaled from a topographic map and have
 OY1245.an estimated accuracy of +/- 6 seconds.
 OY1245
 OY1245.The orthometric height was determined by differential leveling
 OY1245.and adjusted by the National Geodetic Survey in December 1992..
 OY1245
 OY1245.The geoid height was determined by GEOID03.
 OY1245
 OY1245.The dynamic height is computed by dividing the NAVD 88
 OY1245.geopotential number by the normal gravity value computed on the
 OY1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1245.degrees latitude (g = 980.6199 gals.).
 OY1245
 OY1245.The modeled gravity was interpolated from observed gravity values.
 OY1245
 OY1245;                    North         East    Units  Estimated Accuracy
 OY1245;SPC ID E     -   234,990.      165,830.      MT  (+/- 180 meters Scaled)
 OY1245
 OY1245                          SUPERSEDED SURVEY CONTROL
 OY1245
 OY1245  NGVD 29 (08/20/92) 1458.964  (m)         4786.62   (f) ADJUSTED    1 2
 OY1245
 OY1245.Superseded values are not recommended for survey control.
 OY1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1245.See file dsdata.txt to determine how the superseded data were derived.
 OY1245
 OY1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP719488(NAD 83)
 OY1245_MARKER: I = METAL ROD
 OY1245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1245_SP_SET: STAINLESS STEEL ROD
 OY1245_STAMPING: D 434 1992
 OY1245_MARK LOGO: NGS   
 OY1245_PROJECTION: PROJECTING 2 CENTIMETERS
 OY1245_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1245+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1245_ROD/PIPE-DEPTH: 7.1  meters
 OY1245
 OY1245  HISTORY     - Date     Condition        Report By
 OY1245  HISTORY     - 1992     MONUMENTED       NGS
 OY1245
 OY1245                          STATION DESCRIPTION
 OY1245
 OY1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1245'17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1245'OFFICE IN TERRETON, THENCE 2.2 KM (1.35 MI) SOUTHWESTERLY ALONG TRACK
 OY1245'ROAD T-17, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG A TRACK ROAD,
 OY1245'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG A TRACK ROAD, THENCE 2.3 KM
 OY1245'(1.40 MI) NORTHEASTERLY ALONG A TRACK ROAD, THENCE 5.0 KM (3.10 MI)
 OY1245'EASTERLY ALONG TRACK ROAD T-9, 3.6 M (11.8 FT) SOUTH OF AND LEVEL
 OY1245'WITH THE ROAD CENTER, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
 OY1245'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1276 ***********************************************************************
 OY1276  DESIGNATION -  D 435
 OY1276  PID         -  OY1276
 OY1276  STATE/COUNTY-  ID/JEFFERSON
 OY1276  USGS QUAD   -  MARKET LAKE (1964)
 OY1276
 OY1276                         *CURRENT SURVEY CONTROL
 OY1276  ___________________________________________________________________
 OY1276* NAD 83(1986)-  43 46 40.     (N)    112 09 57.     (W)     SCALED    
 OY1276* NAVD 88     -      1450.686  (meters)    4759.46   (feet)  ADJUSTED  
 OY1276  ___________________________________________________________________
 OY1276  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY1276  DYNAMIC HT  -        1449.980 (meters)    4757.14  (feet)  COMP
 OY1276  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 OY1276
 OY1276  VERT ORDER  -  FIRST     CLASS II
 OY1276
 OY1276.The horizontal coordinates were scaled from a topographic map and have
 OY1276.an estimated accuracy of +/- 6 seconds.
 OY1276
 OY1276.The orthometric height was determined by differential leveling
 OY1276.and adjusted by the National Geodetic Survey in December 1992..
 OY1276
 OY1276.The geoid height was determined by GEOID03.
 OY1276
 OY1276.The dynamic height is computed by dividing the NAVD 88
 OY1276.geopotential number by the normal gravity value computed on the
 OY1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1276.degrees latitude (g = 980.6199 gals.).
 OY1276
 OY1276.The modeled gravity was interpolated from observed gravity values.
 OY1276
 OY1276;                    North         East    Units  Estimated Accuracy
 OY1276;SPC ID E     -   234,510.      200,070.      MT  (+/- 180 meters Scaled)
 OY1276
 OY1276                          SUPERSEDED SURVEY CONTROL
 OY1276
 OY1276  NGVD 29 (08/20/92) 1449.642  (m)         4756.03   (f) ADJUSTED    1 2
 OY1276
 OY1276.Superseded values are not recommended for survey control.
 OY1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1276.See file dsdata.txt to determine how the superseded data were derived.
 OY1276
 OY1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP061478(NAD 83)
 OY1276_MARKER: I = METAL ROD
 OY1276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1276_SP_SET: STAINLESS STEEL ROD
 OY1276_STAMPING: D 435 1992
 OY1276_MARK LOGO: NGS   
 OY1276_PROJECTION: FLUSH
 OY1276_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1276+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1276_ROD/PIPE-DEPTH: 9.7  meters
 OY1276
 OY1276  HISTORY     - Date     Condition        Report By
 OY1276  HISTORY     - 1992     MONUMENTED       NGS
 OY1276
 OY1276                          STATION DESCRIPTION
 OY1276
 OY1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1276'7.2 KM (4.45 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 15 FROM THE
 OY1276'JUNCTION OF STATE HIGHWAY 48 (EXIT 135) IN ROBERTS, 31.1 M (102.0 FT)
 OY1276'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.8 M
 OY1276'(5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A
 OY1276'WITNESS POST, AND 0.4 M (1.3 FT) WEST OF A FENCE.  NOTE--ACCESS TO
 OY1276'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1140 ***********************************************************************
 OY1140  DESIGNATION -  D 436
 OY1140  PID         -  OY1140
 OY1140  STATE/COUNTY-  ID/BUTTE
 OY1140  USGS QUAD   -  HOWE PEAK (1972)
 OY1140
 OY1140                         *CURRENT SURVEY CONTROL
 OY1140  ___________________________________________________________________
 OY1140* NAD 83(1986)-  43 39 47.     (N)    113 03 16.     (W)     SCALED    
 OY1140* NAVD 88     -      1565.470  (meters)    5136.05   (feet)  ADJUSTED  
 OY1140  ___________________________________________________________________
 OY1140  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 OY1140  DYNAMIC HT  -        1564.632 (meters)    5133.30  (feet)  COMP
 OY1140  MODELED GRAV-     980,028.8   (mgal)                       NAVD 88
 OY1140
 OY1140  VERT ORDER  -  FIRST     CLASS II
 OY1140
 OY1140.The horizontal coordinates were scaled from a topographic map and have
 OY1140.an estimated accuracy of +/- 6 seconds.
 OY1140
 OY1140.The orthometric height was determined by differential leveling
 OY1140.and adjusted by the National Geodetic Survey in December 1992..
 OY1140
 OY1140.The geoid height was determined by GEOID03.
 OY1140
 OY1140.The dynamic height is computed by dividing the NAVD 88
 OY1140.geopotential number by the normal gravity value computed on the
 OY1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1140.degrees latitude (g = 980.6199 gals.).
 OY1140
 OY1140.The modeled gravity was interpolated from observed gravity values.
 OY1140
 OY1140;                    North         East    Units  Estimated Accuracy
 OY1140;SPC ID C     -   222,190.      576,260.      MT  (+/- 180 meters Scaled)
 OY1140
 OY1140                          SUPERSEDED SURVEY CONTROL
 OY1140
 OY1140  NGVD 29 (08/20/92) 1564.404  (m)         5132.55   (f) ADJUSTED    1 2
 OY1140
 OY1140.Superseded values are not recommended for survey control.
 OY1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1140.See file dsdata.txt to determine how the superseded data were derived.
 OY1140
 OY1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP343365(NAD 83)
 OY1140_MARKER: DV = VERTICAL CONTROL DISK
 OY1140_SETTING: 66 = SET IN ROCK OUTCROP
 OY1140_SP_SET: IN A DRILL HOLE IN BEDROCK
 OY1140_STAMPING: D 436 1992
 OY1140_MARK LOGO: NGS   
 OY1140_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1140+STABILITY: POSITION/ELEVATION WELL
 OY1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1140+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1140
 OY1140  HISTORY     - Date     Condition        Report By
 OY1140  HISTORY     - 1992     MONUMENTED       NGS
 OY1140
 OY1140                          STATION DESCRIPTION
 OY1140
 OY1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1140'14.6 KM (9.05 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1140'POST OFFICE IN HOWE, THENCE 0.3 KM (0.20 MI) NORTHWEST ALONG A TRACK
 OY1140'ROAD, NEAR THE SOUTHEAST END OF A 10 BY 170-FOOT AREA OF OUTCROPPING
 OY1140'BEDROCK ALONG THE SOUTHEAST SLOPE OF A HILL, 12.2 M (40.0 FT)
 OY1140'NORTHEAST OF THE ROAD CENTER, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 OY1140'ROAD, AND 0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH7374 ***********************************************************************
 AH7374  DESIGNATION -  D 438
 AH7374  PID         -  AH7374
 AH7374  STATE/COUNTY-  ID/ADA
 AH7374  USGS QUAD   -  EAGLE (1979)
 AH7374
 AH7374                         *CURRENT SURVEY CONTROL
 AH7374  ___________________________________________________________________
 AH7374* NAD 83(1986)-  43 42 22.     (N)    116 18 39.     (W)     SCALED    
 AH7374* NAVD 88     -       816.825  (meters)    2679.87   (feet)  ADJUSTED  
 AH7374  ___________________________________________________________________
 AH7374  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 AH7374  DYNAMIC HT  -         816.514 (meters)    2678.85  (feet)  COMP
 AH7374  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 AH7374
 AH7374  VERT ORDER  -  SECOND    CLASS II
 AH7374
 AH7374.The horizontal coordinates were scaled from a topographic map and have
 AH7374.an estimated accuracy of +/- 6 seconds.
 AH7374
 AH7374.The orthometric height was determined by differential leveling
 AH7374.and adjusted by the National Geodetic Survey in July 2002..
 AH7374
 AH7374.The geoid height was determined by GEOID03.
 AH7374
 AH7374.The dynamic height is computed by dividing the NAVD 88
 AH7374.geopotential number by the normal gravity value computed on the
 AH7374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7374.degrees latitude (g = 980.6199 gals.).
 AH7374
 AH7374.The modeled gravity was interpolated from observed gravity values.
 AH7374
 AH7374;                    North         East    Units  Estimated Accuracy
 AH7374;SPC ID W     -   226,690.      754,800.      MT  (+/- 180 meters Scaled)
 AH7374
 AH7374                          SUPERSEDED SURVEY CONTROL
 AH7374
 AH7374.No superseded survey control is available for this station.
 AH7374
 AH7374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ555394(NAD 83)
 AH7374_MARKER: DV = VERTICAL CONTROL DISK
 AH7374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7374_STAMPING: D 438 1998
 AH7374_MARK LOGO: NGS   
 AH7374_PROJECTION: FLUSH
 AH7374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH7374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7374+STABILITY: SURFACE MOTION
 AH7374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7374+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7374
 AH7374  HISTORY     - Date     Condition        Report By
 AH7374  HISTORY     - 1998     MONUMENTED       EQUINO
 AH7374
 AH7374                          STATION DESCRIPTION
 AH7374
 AH7374'DESCRIBED BY EQUINOX INC 1998 (RLB)
 AH7374'TO REACH FROM THE COURTHOUSE IN BOISE, GO NORTHWEST ON STATE STREET
 AH7374'AND STATE HIGHWAY 44 FOR 11.83 KM (7.35 MI) TO THE JUNCTION OF STATE
 AH7374'HIGHWAY 44 (STATE STREET) AND HORSESHOE BEND ROAD.  TURN RIGHT (NORTH)
 AH7374'ON TO HORSESHOE BEND ROAD AND PROCEED 2.66 KM (1.65 MI) TO THE
 AH7374'INTERSECTION OF HORSESHOE BEND ROAD AND W.  PRAIRIE ROAD.  THE STATION
 AH7374'LIES IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.  IT IS LOCATED
 AH7374'21.0 M (68.9 FT) SOUTH OF THE CENTERLINE STRIPE OF W. PRAIRIE ROAD,
 AH7374'3.1 M (10.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK
 AH7374'ENCLOSURE SURROUNDING POWER TRANSFORMERS AND 1.0 M (3.3 FT) WEST OF A
 AH7374'POWER POLE.  A CARSONITE POST IS SET 0.7 M (2.3 FT) WEST OF THE
 AH7374'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0418 ***********************************************************************
 NT0418  DESIGNATION -  D 44
 NT0418  PID         -  NT0418
 NT0418  STATE/COUNTY-  ID/CARIBOU
 NT0418  USGS QUAD   -  SODA SPRINGS (1982)
 NT0418
 NT0418                         *CURRENT SURVEY CONTROL
 NT0418  ___________________________________________________________________
 NT0418* NAD 83(1986)-  42 41 43.     (N)    111 33 55.     (W)     SCALED    
 NT0418* NAVD 88     -      1846.174  (meters)    6056.99   (feet)  ADJUSTED  
 NT0418  ___________________________________________________________________
 NT0418  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 NT0418  DYNAMIC HT  -        1844.891 (meters)    6052.78  (feet)  COMP
 NT0418  MODELED GRAV-     979,860.4   (mgal)                       NAVD 88
 NT0418
 NT0418  VERT ORDER  -  SECOND    CLASS 0
 NT0418
 NT0418.The horizontal coordinates were scaled from a topographic map and have
 NT0418.an estimated accuracy of +/- 6 seconds.
 NT0418
 NT0418.The orthometric height was determined by differential leveling
 NT0418.and adjusted by the National Geodetic Survey in June 1991..
 NT0418
 NT0418.The geoid height was determined by GEOID03.
 NT0418
 NT0418.The dynamic height is computed by dividing the NAVD 88
 NT0418.geopotential number by the normal gravity value computed on the
 NT0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0418.degrees latitude (g = 980.6199 gals.).
 NT0418
 NT0418.The modeled gravity was interpolated from observed gravity values.
 NT0418
 NT0418;                    North         East    Units  Estimated Accuracy
 NT0418;SPC ID E     -   114,420.      249,280.      MT  (+/- 180 meters Scaled)
 NT0418
 NT0418                          SUPERSEDED SURVEY CONTROL
 NT0418
 NT0418  NGVD 29 (??/??/92) 1844.951  (m)         6052.98   (f) ADJ UNCH    2 0
 NT0418
 NT0418.Superseded values are not recommended for survey control.
 NT0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0418.See file dsdata.txt to determine how the superseded data were derived.
 NT0418
 NT0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN536271(NAD 83)
 NT0418_MARKER: DB = BENCH MARK DISK
 NT0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0418_STAMPING: D 44 1934
 NT0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0418+STABILITY: SURFACE MOTION
 NT0418
 NT0418  HISTORY     - Date     Condition        Report By
 NT0418  HISTORY     - 1934     MONUMENTED       CGS
 NT0418  HISTORY     - 1951     MARK NOT FOUND   NGS
 NT0418  HISTORY     - 1979     MARK NOT FOUND   USGS
 NT0418
 NT0418                          STATION DESCRIPTION
 NT0418
 NT0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0418'4.2 MI N FROM SODA SPRINGS.
 NT0418'4.2 MILES NORTH ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE AT
 NT0418'SODA SPRINGS, CARIBOU COUNTY, ABOUT 0.9 MILE SOUTH OF A RAILROAD
 NT0418'CROSSING, ABOUT 0.2 MILE NORTH OF A JUNCTION WITH A ROAD, AT A SHARP
 NT0418'CURVE LEADING NORTH, ABOUT 490 FEET NORTH OF AN IRRIGATION DITCH
 NT0418'CULVERT, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 123
 NT0418'FEET SOUTH OF A FENCE CORNER, AND 1 FOOT EAST OF THE FENCE.  A
 NT0418'STANDARD DISK, STAMPED D 44 1934 AND SET IN THE TOP OF A CONCRETE
 NT0418'POST.  NOTE-- NEW ROAD CONSTRUCTION IN THIS AREA MAY HAVE DESTROYED
 NT0418'THIS MARK, HIGHWAY DEPARTMENT CONTACTED IN SODA SPRINGS, THEY COULD
 NT0418'NOT HELP IN LOCATING THIS MARK.
 NT0418
 NT0418                          STATION RECOVERY (1979)
 NT0418
 NT0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NT0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0345 ***********************************************************************
 OX0345  DESIGNATION -  D 45
 OX0345  PID         -  OX0345
 OX0345  STATE/COUNTY-  ID/BONNEVILLE
 OX0345  USGS QUAD   -  HERMAN (1966)
 OX0345
 OX0345                         *CURRENT SURVEY CONTROL
 OX0345  ___________________________________________________________________
 OX0345* NAD 83(1986)-  43 07 52.     (N)    111 25 13.     (W)     SCALED    
 OX0345* NAVD 88     -      1957.060  (meters)    6420.79   (feet)  ADJUSTED  
 OX0345  ___________________________________________________________________
 OX0345  GEOID HEIGHT-         -10.87  (meters)                     GEOID03
 OX0345  DYNAMIC HT  -        1955.715 (meters)    6416.38  (feet)  COMP
 OX0345  MODELED GRAV-     979,863.2   (mgal)                       NAVD 88
 OX0345
 OX0345  VERT ORDER  -  SECOND    CLASS 0
 OX0345
 OX0345.The horizontal coordinates were scaled from a topographic map and have
 OX0345.an estimated accuracy of +/- 6 seconds.
 OX0345
 OX0345.The orthometric height was determined by differential leveling
 OX0345.and adjusted by the National Geodetic Survey in June 1991..
 OX0345
 OX0345.The geoid height was determined by GEOID03.
 OX0345
 OX0345.The dynamic height is computed by dividing the NAVD 88
 OX0345.geopotential number by the normal gravity value computed on the
 OX0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0345.degrees latitude (g = 980.6199 gals.).
 OX0345
 OX0345.The modeled gravity was interpolated from observed gravity values.
 OX0345
 OX0345;                    North         East    Units  Estimated Accuracy
 OX0345;SPC ID E     -   162,930.      260,730.      MT  (+/- 180 meters Scaled)
 OX0345
 OX0345                          SUPERSEDED SURVEY CONTROL
 OX0345
 OX0345  NGVD 29 (??/??/92) 1955.775  (m)         6416.57   (f) ADJ UNCH    2 0
 OX0345
 OX0345.Superseded values are not recommended for survey control.
 OX0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0345.See file dsdata.txt to determine how the superseded data were derived.
 OX0345
 OX0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN658754(NAD 83)
 OX0345_MARKER: DB = BENCH MARK DISK
 OX0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0345_STAMPING: D 45 1934
 OX0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0345+STABILITY: SURFACE MOTION
 OX0345
 OX0345  HISTORY     - Date     Condition        Report By
 OX0345  HISTORY     - 1934     MONUMENTED       CGS
 OX0345
 OX0345                          STATION DESCRIPTION
 OX0345
 OX0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0345'IN HERMAN.
 OX0345'HERMAN, AT THE INTERSECTION OF THE WYE AT-- THENCE 0.8 MILE S ON THE
 OX0345'HERMAN-GRAY ROAD TO A BEND IN THE ROAD CONVEX TO THE W.  0.4 MILES N
 OX0345'OF A FARM HOUSE ON THE E SIDE OF THE ROAD.  105 FEET SW OF POLE NO. FB
 OX0345'27 150 ON THE INSIDE OF THE BEND, 30 FEET W OF THE ROAD, 1 FEET W OF A
 OX0345'FENCE LINE, IN TOP OF A CONCRETE POST, A STANDARD TABLET STAMPED D 45
 OX0345'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0593 ***********************************************************************
 OX0593  DESIGNATION -  D 46
 OX0593  PID         -  OX0593
 OX0593  STATE/COUNTY-  ID/BONNEVILLE
 OX0593  USGS QUAD   -  UCON (1979)
 OX0593
 OX0593                         *CURRENT SURVEY CONTROL
 OX0593  ___________________________________________________________________
 OX0593* NAD 83(1986)-  43 30 39.     (N)    111 56 41.     (W)     SCALED    
 OX0593* NAVD 88     -      1450.476  (meters)    4758.77   (feet)  ADJUSTED  
 OX0593  ___________________________________________________________________
 OX0593  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OX0593  DYNAMIC HT  -        1449.715 (meters)    4756.27  (feet)  COMP
 OX0593  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 OX0593
 OX0593  VERT ORDER  -  SECOND    CLASS 0
 OX0593
 OX0593.The horizontal coordinates were scaled from a topographic map and have
 OX0593.an estimated accuracy of +/- 6 seconds.
 OX0593
 OX0593.The orthometric height was determined by differential leveling
 OX0593.and adjusted by the National Geodetic Survey in June 1991..
 OX0593
 OX0593.The geoid height was determined by GEOID03.
 OX0593
 OX0593.The dynamic height is computed by dividing the NAVD 88
 OX0593.geopotential number by the normal gravity value computed on the
 OX0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0593.degrees latitude (g = 980.6199 gals.).
 OX0593
 OX0593.The modeled gravity was interpolated from observed gravity values.
 OX0593
 OX0593;                    North         East    Units  Estimated Accuracy
 OX0593;SPC ID E     -   204,870.      217,950.      MT  (+/- 180 meters Scaled)
 OX0593
 OX0593                          SUPERSEDED SURVEY CONTROL
 OX0593
 OX0593  NGVD 29 (??/??/92) 1449.397  (m)         4755.23   (f) ADJ UNCH    2 0
 OX0593
 OX0593.Superseded values are not recommended for survey control.
 OX0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0593.See file dsdata.txt to determine how the superseded data were derived.
 OX0593
 OX0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP236179(NAD 83)
 OX0593_MARKER: DB = BENCH MARK DISK
 OX0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0593_STAMPING: D 46 1934
 OX0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0593+STABILITY: SURFACE MOTION
 OX0593
 OX0593  HISTORY     - Date     Condition        Report By
 OX0593  HISTORY     - 1934     MONUMENTED       CGS
 OX0593  HISTORY     - 1975     MARK NOT FOUND   USGS
 OX0593
 OX0593                          STATION DESCRIPTION
 OX0593
 OX0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0593'1.2 MI E FROM LINCOLN.
 OX0593'ABOUT 1.2 MILES EAST ALONG THE LINCOLN-OZONE ROAD FROM THE PUBLIC
 OX0593'SCHOOL AT LINCOLN, BONNEVILLE COUNTY, AT THE JUNCTION WITH A ROAD
 OX0593'PARALLELING AN IRRIGATION CANAL, ABOUT 168 FEET WEST OF THE
 OX0593'INTERSECTION OF THE CENTER LINES, 33 FEET NORTH OF THE CENTER LINE OF
 OX0593'THE LINCOLN-OZONE ROAD, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK,
 OX0593'STAMPED D 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0593
 OX0593                          STATION RECOVERY (1975)
 OX0593
 OX0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OX0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0187 ***********************************************************************
 NT0187  DESIGNATION -  D 47
 NT0187  PID         -  NT0187
 NT0187  STATE/COUNTY-  ID/BEAR LAKE
 NT0187  USGS QUAD   -  PEGRAM (1970)
 NT0187
 NT0187                         *CURRENT SURVEY CONTROL
 NT0187  ___________________________________________________________________
 NT0187* NAD 83(1986)-  42 08 33.     (N)    111 07 41.     (W)     SCALED    
 NT0187* NAVD 88     -      1841.254  (meters)    6040.85   (feet)  ADJUSTED  
 NT0187  ___________________________________________________________________
 NT0187  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 NT0187  DYNAMIC HT  -        1839.830 (meters)    6036.18  (feet)  COMP
 NT0187  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 NT0187
 NT0187  VERT ORDER  -  SECOND    CLASS 0
 NT0187
 NT0187.The horizontal coordinates were scaled from a topographic map and have
 NT0187.an estimated accuracy of +/- 6 seconds.
 NT0187
 NT0187.The orthometric height was determined by differential leveling
 NT0187.and adjusted by the National Geodetic Survey in June 1991..
 NT0187
 NT0187.The geoid height was determined by GEOID03.
 NT0187
 NT0187.The dynamic height is computed by dividing the NAVD 88
 NT0187.geopotential number by the normal gravity value computed on the
 NT0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0187.degrees latitude (g = 980.6199 gals.).
 NT0187
 NT0187.The modeled gravity was interpolated from observed gravity values.
 NT0187
 NT0187;                    North         East    Units  Estimated Accuracy
 NT0187;SPC ID E     -    53,370.      285,850.      MT  (+/- 180 meters Scaled)
 NT0187
 NT0187                          SUPERSEDED SURVEY CONTROL
 NT0187
 NT0187  NGVD 29 (??/??/92) 1840.003  (m)         6036.74   (f) ADJ UNCH    2 0
 NT0187
 NT0187.Superseded values are not recommended for survey control.
 NT0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0187.See file dsdata.txt to determine how the superseded data were derived.
 NT0187
 NT0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM894656(NAD 83)
 NT0187_MARKER: DB = BENCH MARK DISK
 NT0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0187_SP_SET: WALL
 NT0187_STAMPING: D 47 1934
 NT0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0187
 NT0187  HISTORY     - Date     Condition        Report By
 NT0187  HISTORY     - 1934     MONUMENTED       CGS
 NT0187
 NT0187                          STATION DESCRIPTION
 NT0187
 NT0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0187'IN PEGRAM.
 NT0187'AT PEGRAM, BEAR LAKE COUNTY, AT THE SCHOOL (DISTRICT 5), IN THE FACE
 NT0187'OF THE FRONT WALL, ABOUT 300 FEET EAST OF THE UNION PACIFIC RAILROAD
 NT0187'WATER TANK, 222 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK, 36
 NT0187'FEET WEST OF THE CENTER OF THE MAIN ENTRANCE TO THE SCHOOL BUILDING,
 NT0187'2.5 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND ABOUT 4.5
 NT0187'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED D 47 1934 AND SET
 NT0187'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0445 ***********************************************************************
 NT0445  DESIGNATION -  D 48
 NT0445  PID         -  NT0445
 NT0445  STATE/COUNTY-  ID/CARIBOU
 NT0445  USGS QUAD   -  SODA PEAK (1982)
 NT0445
 NT0445                         *CURRENT SURVEY CONTROL
 NT0445  ___________________________________________________________________
 NT0445* NAD 83(1986)-  42 36 48.     (N)    111 33 59.     (W)     SCALED    
 NT0445* NAVD 88     -      1766.879  (meters)    5796.84   (feet)  ADJUSTED  
 NT0445  ___________________________________________________________________
 NT0445  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 NT0445  DYNAMIC HT  -        1765.631 (meters)    5792.74  (feet)  COMP
 NT0445  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 NT0445
 NT0445  VERT ORDER  -  SECOND    CLASS 0
 NT0445
 NT0445.The horizontal coordinates were scaled from a topographic map and have
 NT0445.an estimated accuracy of +/- 6 seconds.
 NT0445
 NT0445.The orthometric height was determined by differential leveling
 NT0445.and adjusted by the National Geodetic Survey in June 1991..
 NT0445
 NT0445.The geoid height was determined by GEOID03.
 NT0445
 NT0445.The dynamic height is computed by dividing the NAVD 88
 NT0445.geopotential number by the normal gravity value computed on the
 NT0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0445.degrees latitude (g = 980.6199 gals.).
 NT0445
 NT0445.The modeled gravity was interpolated from observed gravity values.
 NT0445
 NT0445;                    North         East    Units  Estimated Accuracy
 NT0445;SPC ID E     -   105,320.      249,250.      MT  (+/- 180 meters Scaled)
 NT0445
 NT0445                          SUPERSEDED SURVEY CONTROL
 NT0445
 NT0445  NGVD 29 (??/??/92) 1765.662  (m)         5792.84   (f) ADJ UNCH    2 0
 NT0445
 NT0445.Superseded values are not recommended for survey control.
 NT0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0445.See file dsdata.txt to determine how the superseded data were derived.
 NT0445
 NT0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN535180(NAD 83)
 NT0445_MARKER: DB = BENCH MARK DISK
 NT0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0445_STAMPING: D 48 1934
 NT0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0445+STABILITY: SURFACE MOTION
 NT0445
 NT0445  HISTORY     - Date     Condition        Report By
 NT0445  HISTORY     - 1934     MONUMENTED       CGS
 NT0445  HISTORY     - 1979     MARK NOT FOUND   USGS
 NT0445
 NT0445                          STATION DESCRIPTION
 NT0445
 NT0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0445'1.9 MI W FROM ROSE.
 NT0445'ABOUT 1.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM BENCH MARK
 NT0445'C 48 AT ROSE, CARIBOU COUNTY, ABOUT 150 FEET NORTHWEST OF MILEPOST
 NT0445'142, 54 FEET NORTHEAST OF THE NORTHEAST END OF CULVERT 142.04, 40 FEET
 NT0445'SOUTH OF A SMALL SPRING, 90 FEET NORTHEAST OF THE CENTER LINE OF THE
 NT0445'TRACK, 4.5 FEET SOUTH OF THE FIRST POLE NORTHWEST OF MILEPOST 142, AND
 NT0445'ABOUT 12 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 NT0445'STAMPED D 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NT0445
 NT0445                          STATION RECOVERY (1979)
 NT0445
 NT0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NT0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0158 ***********************************************************************
 NU0158  DESIGNATION -  D 49
 NU0158  PID         -  NU0158
 NU0158  STATE/COUNTY-  ID/BANNOCK
 NU0158  USGS QUAD   -  LAVA HOT SPRINGS (1968)
 NU0158
 NU0158                         *CURRENT SURVEY CONTROL
 NU0158  ___________________________________________________________________
 NU0158* NAD 83(1986)-  42 37 19.     (N)    112 04 11.     (W)     SCALED    
 NU0158* NAVD 88     -      1513.571  (meters)    4965.77   (feet)  ADJUSTED  
 NU0158  ___________________________________________________________________
 NU0158  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NU0158  DYNAMIC HT  -        1512.606 (meters)    4962.61  (feet)  COMP
 NU0158  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 NU0158
 NU0158  VERT ORDER  -  SECOND    CLASS 0
 NU0158
 NU0158.The horizontal coordinates were scaled from a topographic map and have
 NU0158.an estimated accuracy of +/- 6 seconds.
 NU0158
 NU0158.The orthometric height was determined by differential leveling
 NU0158.and adjusted by the National Geodetic Survey in June 1991..
 NU0158
 NU0158.The geoid height was determined by GEOID03.
 NU0158
 NU0158.The dynamic height is computed by dividing the NAVD 88
 NU0158.geopotential number by the normal gravity value computed on the
 NU0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0158.degrees latitude (g = 980.6199 gals.).
 NU0158
 NU0158.The modeled gravity was interpolated from observed gravity values.
 NU0158
 NU0158;                    North         East    Units  Estimated Accuracy
 NU0158;SPC ID E     -   106,110.      207,950.      MT  (+/- 180 meters Scaled)
 NU0158
 NU0158                          SUPERSEDED SURVEY CONTROL
 NU0158
 NU0158  NGVD 29 (??/??/92) 1512.482  (m)         4962.20   (f) ADJ UNCH    2 0
 NU0158
 NU0158.Superseded values are not recommended for survey control.
 NU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0158.See file dsdata.txt to determine how the superseded data were derived.
 NU0158
 NU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN122193(NAD 83)
 NU0158_MARKER: DB = BENCH MARK DISK
 NU0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0158_SP_SET: CULVERT
 NU0158_STAMPING: D 49 1934
 NU0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0158
 NU0158  HISTORY     - Date     Condition        Report By
 NU0158  HISTORY     - 1934     MONUMENTED       CGS
 NU0158
 NU0158                          STATION DESCRIPTION
 NU0158
 NU0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0158'3.3 MI SW FROM LAVA HOT SPRINGS.
 NU0158'ABOUT 3.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU0158'STATION AT LAVA HOT SPRINGS, BANNOCK COUNTY, IN THE OVERPASS FOR U.S.
 NU0158'HIGHWAY 30N, ABOUT 180 FEET NORTHEAST OF CULVERT 183.53, 40 FEET
 NU0158'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 9 FEET SOUTHEAST OF
 NU0158'THE CENTER LINE OF THE EAST-BOUND MAIN TRACK.  A STANDARD DISK,
 NU0158'STAMPED D 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0552 ***********************************************************************
 PZ0552  DESIGNATION -  D 50
 PZ0552  PID         -  PZ0552
 PZ0552  STATE/COUNTY-  ID/LEMHI
 PZ0552  USGS QUAD   -  MAY (1989)
 PZ0552
 PZ0552                         *CURRENT SURVEY CONTROL
 PZ0552  ___________________________________________________________________
 PZ0552* NAD 83(1986)-  44 35 56.     (N)    113 54 20.     (W)     SCALED    
 PZ0552* NAVD 88     -      1555.518  (meters)    5103.40   (feet)  ADJUSTED  
 PZ0552  ___________________________________________________________________
 PZ0552  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 PZ0552  DYNAMIC HT  -        1554.711 (meters)    5100.75  (feet)  COMP
 PZ0552  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 PZ0552
 PZ0552  VERT ORDER  -  SECOND    CLASS 0
 PZ0552
 PZ0552.The horizontal coordinates were scaled from a topographic map and have
 PZ0552.an estimated accuracy of +/- 6 seconds.
 PZ0552
 PZ0552.The orthometric height was determined by differential leveling
 PZ0552.and adjusted by the National Geodetic Survey in June 1991..
 PZ0552
 PZ0552.The geoid height was determined by GEOID03.
 PZ0552
 PZ0552.The dynamic height is computed by dividing the NAVD 88
 PZ0552.geopotential number by the normal gravity value computed on the
 PZ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0552.degrees latitude (g = 980.6199 gals.).
 PZ0552
 PZ0552.The modeled gravity was interpolated from observed gravity values.
 PZ0552
 PZ0552;                    North         East    Units  Estimated Accuracy
 PZ0552;SPC ID C     -   325,740.      507,500.      MT  (+/- 180 meters Scaled)
 PZ0552
 PZ0552                          SUPERSEDED SURVEY CONTROL
 PZ0552
 PZ0552  NGVD 29 (??/??/92) 1554.270  (m)         5099.30   (f) ADJ UNCH    2 0
 PZ0552
 PZ0552.Superseded values are not recommended for survey control.
 PZ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0552.See file dsdata.txt to determine how the superseded data were derived.
 PZ0552
 PZ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ694425(NAD 83)
 PZ0552_MARKER: DB = BENCH MARK DISK
 PZ0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0552_STAMPING: D 50 1948
 PZ0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0552+STABILITY: SURFACE MOTION
 PZ0552
 PZ0552  HISTORY     - Date     Condition        Report By
 PZ0552  HISTORY     - 1948     MONUMENTED       CGS
 PZ0552  HISTORY     - 1956     MARK NOT FOUND   USGS
 PZ0552
 PZ0552                          STATION DESCRIPTION
 PZ0552
 PZ0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0552'0.7 MI SE FROM MAY.
 PZ0552'0.7 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE RANGER STATION
 PZ0552'AT MAY, AT THE EAST END OF AN S CURVE, AT A T FENCE CORNER, 54.0 FEET
 PZ0552'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.7 FEET SOUTH OF THE CORNER
 PZ0552'OF FENCE POST, 2.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 PZ0552'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- NEW ROAD
 PZ0552'CONSTRUCTION APPEARS TO HAVE DESTROYED STATION.
 PZ0552
 PZ0552                          STATION RECOVERY (1956)
 PZ0552
 PZ0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0507 ***********************************************************************
 PZ0507  DESIGNATION -  D 51
 PZ0507  PID         -  PZ0507
 PZ0507  STATE/COUNTY-  ID/CUSTER
 PZ0507  USGS QUAD   -  DONKEY CREEK (1989)
 PZ0507
 PZ0507                         *CURRENT SURVEY CONTROL
 PZ0507  ___________________________________________________________________
 PZ0507* NAD 83(1986)-  44 21 19.     (N)    113 37 31.     (W)     SCALED    
 PZ0507* NAVD 88     -      1905.338  (meters)    6251.10   (feet)  ADJUSTED  
 PZ0507  ___________________________________________________________________
 PZ0507  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 PZ0507  DYNAMIC HT  -        1904.218 (meters)    6247.42  (feet)  COMP
 PZ0507  MODELED GRAV-     979,962.7   (mgal)                       NAVD 88
 PZ0507
 PZ0507  VERT ORDER  -  SECOND    CLASS 0
 PZ0507
 PZ0507.The horizontal coordinates were scaled from a topographic map and have
 PZ0507.an estimated accuracy of +/- 6 seconds.
 PZ0507
 PZ0507.The orthometric height was determined by differential leveling
 PZ0507.and adjusted by the National Geodetic Survey in June 1991..
 PZ0507
 PZ0507.The geoid height was determined by GEOID03.
 PZ0507
 PZ0507.The dynamic height is computed by dividing the NAVD 88
 PZ0507.geopotential number by the normal gravity value computed on the
 PZ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0507.degrees latitude (g = 980.6199 gals.).
 PZ0507
 PZ0507.The modeled gravity was interpolated from observed gravity values.
 PZ0507
 PZ0507;                    North         East    Units  Estimated Accuracy
 PZ0507;SPC ID C     -   298,740.      529,870.      MT  (+/- 180 meters Scaled)
 PZ0507
 PZ0507                          SUPERSEDED SURVEY CONTROL
 PZ0507
 PZ0507  NGVD 29 (??/??/92) 1904.000  (m)         6246.71   (f) ADJ UNCH    2 0
 PZ0507
 PZ0507.Superseded values are not recommended for survey control.
 PZ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0507.See file dsdata.txt to determine how the superseded data were derived.
 PZ0507
 PZ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ907146(NAD 83)
 PZ0507_MARKER: DB = BENCH MARK DISK
 PZ0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0507_STAMPING: D 51 1948
 PZ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0507+STABILITY: SURFACE MOTION
 PZ0507
 PZ0507  HISTORY     - Date     Condition        Report By
 PZ0507  HISTORY     - 1948     MONUMENTED       CGS
 PZ0507
 PZ0507                          STATION DESCRIPTION
 PZ0507
 PZ0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0507'25.0 MI NW FROM CLYDE.
 PZ0507'25.0 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL HOUSE
 PZ0507'AT CLYDE, ABOUT 26.3 MILES SOUTHEAST OF MAY, ABOUT 1.0 MILE SOUTHEAST
 PZ0507'OF THE WOODEN BRIDGE OVER DONKEY CREEK, AT A POINT WHERE A SMALL
 PZ0507'STREAM CROSSES THE ROAD, AT A FENCE CORNER, 62.0 FEET EAST OF THE
 PZ0507'CENTER LINE OF THE ROAD, 50.0 FEET EAST OF THE CORNER FENCE POST, 12.0
 PZ0507'FEET SOUTH OF THE CENTER LINE OF THE SMALL STREAM, 2.7 FEET EAST OF A
 PZ0507'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 PZ0507'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0514 ***********************************************************************
 PZ0514  DESIGNATION -  D 52
 PZ0514  PID         -  PZ0514
 PZ0514  STATE/COUNTY-  ID/CUSTER
 PZ0514  USGS QUAD   -  DONKEY CREEK (1989)
 PZ0514
 PZ0514                         *CURRENT SURVEY CONTROL
 PZ0514  ___________________________________________________________________
 PZ0514* NAD 83(1986)-  44 18 38.     (N)    113 30 39.     (W)     SCALED    
 PZ0514* NAVD 88     -      2018.332  (meters)    6621.81   (feet)  ADJUSTED  
 PZ0514  ___________________________________________________________________
 PZ0514  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 PZ0514  DYNAMIC HT  -        2017.111 (meters)    6617.81  (feet)  COMP
 PZ0514  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 PZ0514
 PZ0514  VERT ORDER  -  SECOND    CLASS 0
 PZ0514
 PZ0514.The horizontal coordinates were scaled from a topographic map and have
 PZ0514.an estimated accuracy of +/- 6 seconds.
 PZ0514
 PZ0514.The orthometric height was determined by differential leveling
 PZ0514.and adjusted by the National Geodetic Survey in June 1991..
 PZ0514
 PZ0514.The geoid height was determined by GEOID03.
 PZ0514
 PZ0514.The dynamic height is computed by dividing the NAVD 88
 PZ0514.geopotential number by the normal gravity value computed on the
 PZ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0514.degrees latitude (g = 980.6199 gals.).
 PZ0514
 PZ0514.The modeled gravity was interpolated from observed gravity values.
 PZ0514
 PZ0514;                    North         East    Units  Estimated Accuracy
 PZ0514;SPC ID C     -   293,820.      539,030.      MT  (+/- 180 meters Scaled)
 PZ0514
 PZ0514                          SUPERSEDED SURVEY CONTROL
 PZ0514
 PZ0514  NGVD 29 (??/??/92) 2016.974  (m)         6617.36   (f) ADJ UNCH    2 0
 PZ0514
 PZ0514.Superseded values are not recommended for survey control.
 PZ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0514.See file dsdata.txt to determine how the superseded data were derived.
 PZ0514
 PZ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ997094(NAD 83)
 PZ0514_MARKER: DB = BENCH MARK DISK
 PZ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0514_STAMPING: D 52 1948
 PZ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0514+STABILITY: SURFACE MOTION
 PZ0514
 PZ0514  HISTORY     - Date     Condition        Report By
 PZ0514  HISTORY     - 1948     MONUMENTED       CGS
 PZ0514
 PZ0514                          STATION DESCRIPTION
 PZ0514
 PZ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0514'18.3 MI NW FROM CLYDE.
 PZ0514'18.3 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0514'CLYDE, AT THE NORTHEAST CORNER OF THE SUMMIT RANCH, 28.5 FEET SOUTH OF
 PZ0514'THE CENTER LINE OF THE ROAD, 7.5 FEET SOUTH OF THE CORNER FENCE POST,
 PZ0514'2.0 FEET EAST OF A NORTHSOUTH FENCE LINE, 2.4 FEET NORTH OF A WITNESS
 PZ0514'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PZ0514'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0431 ***********************************************************************
 PZ0431  DESIGNATION -  D 53
 PZ0431  PID         -  PZ0431
 PZ0431  STATE/COUNTY-  ID/BUTTE
 PZ0431  USGS QUAD   -  BADGER CREEK (1987)
 PZ0431
 PZ0431                         *CURRENT SURVEY CONTROL
 PZ0431  ___________________________________________________________________
 PZ0431* NAD 83(1986)-  44 04 52.     (N)    113 14 45.     (W)     SCALED    
 PZ0431* NAVD 88     -      1743.281  (meters)    5719.41   (feet)  ADJUSTED  
 PZ0431  ___________________________________________________________________
 PZ0431  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 PZ0431  DYNAMIC HT  -        1742.281 (meters)    5716.13  (feet)  COMP
 PZ0431  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 PZ0431
 PZ0431  VERT ORDER  -  SECOND    CLASS 0
 PZ0431
 PZ0431.The horizontal coordinates were scaled from a topographic map and have
 PZ0431.an estimated accuracy of +/- 6 seconds.
 PZ0431
 PZ0431.The orthometric height was determined by differential leveling
 PZ0431.and adjusted by the National Geodetic Survey in June 1991..
 PZ0431
 PZ0431.The geoid height was determined by GEOID03.
 PZ0431
 PZ0431.The dynamic height is computed by dividing the NAVD 88
 PZ0431.geopotential number by the normal gravity value computed on the
 PZ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0431.degrees latitude (g = 980.6199 gals.).
 PZ0431
 PZ0431.The modeled gravity was interpolated from observed gravity values.
 PZ0431
 PZ0431;                    North         East    Units  Estimated Accuracy
 PZ0431;SPC ID C     -   268,480.      560,400.      MT  (+/- 180 meters Scaled)
 PZ0431
 PZ0431                          SUPERSEDED SURVEY CONTROL
 PZ0431
 PZ0431  NGVD 29 (??/??/92) 1742.070  (m)         5715.44   (f) ADJ UNCH    2 0
 PZ0431
 PZ0431.Superseded values are not recommended for survey control.
 PZ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0431.See file dsdata.txt to determine how the superseded data were derived.
 PZ0431
 PZ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP201833(NAD 83)
 PZ0431_MARKER: DB = BENCH MARK DISK
 PZ0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0431_STAMPING: D 53 1948
 PZ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0431+STABILITY: SURFACE MOTION
 PZ0431
 PZ0431  HISTORY     - Date     Condition        Report By
 PZ0431  HISTORY     - 1948     MONUMENTED       CGS
 PZ0431  HISTORY     - 1983     GOOD             USGS
 PZ0431
 PZ0431                          STATION DESCRIPTION
 PZ0431
 PZ0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0431'4.2 MI SE FROM CLYDE.
 PZ0431'4.2 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0431'CLYDE, ABOUT 0.3 MILE SOUTHEAST OF A SOUTHEAST FENCE CORNER, ABOUT 0.3
 PZ0431'MILE NORTHWEST OF A WOODEN BRIDGE OVER THE LITTLE LOST RIVER, ON THE
 PZ0431'INSIDE OF A CURVE, 68.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 PZ0431'3.2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 PZ0431'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PZ0431
 PZ0431                          STATION RECOVERY (1983)
 PZ0431
 PZ0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0431'3.6 MILES SOUTHEAST ALONG THE PAHSIMEROL ROAD TO A CURVE AND
 PZ0431'T-JUNCTION CONTINUE SOUTH ON GRAVELED ROAD FOR 0.4 MILE TO A T-ROAD
 PZ0431'WEST. 81 FT. SOUTHEAST OF T-ROAD, SET IN THE TOP OF A CONCRETE POST,
 PZ0431'PROJECTING 0.3 FT. ABOVE GROUND, A STANDARD TABLET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0752 ***********************************************************************
 OY0752  DESIGNATION -  D 54
 OY0752  PID         -  OY0752
 OY0752  STATE/COUNTY-  ID/BUTTE
 OY0752  USGS QUAD   -  HOWE NW (1969)
 OY0752
 OY0752                         *CURRENT SURVEY CONTROL
 OY0752  ___________________________________________________________________
 OY0752* NAD 83(1986)-  43 58 58.     (N)    113 10 04.     (W)     SCALED    
 OY0752* NAVD 88     -      1637.425  (meters)    5372.12   (feet)  ADJUSTED  
 OY0752  ___________________________________________________________________
 OY0752  GEOID HEIGHT-         -11.31  (meters)                     GEOID03
 OY0752  DYNAMIC HT  -        1636.479 (meters)    5369.01  (feet)  COMP
 OY0752  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 OY0752
 OY0752  VERT ORDER  -  SECOND    CLASS 0
 OY0752
 OY0752.The horizontal coordinates were scaled from a topographic map and have
 OY0752.an estimated accuracy of +/- 6 seconds.
 OY0752
 OY0752.The orthometric height was determined by differential leveling
 OY0752.and adjusted by the National Geodetic Survey in June 1991..
 OY0752
 OY0752.The geoid height was determined by GEOID03.
 OY0752
 OY0752.The dynamic height is computed by dividing the NAVD 88
 OY0752.geopotential number by the normal gravity value computed on the
 OY0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0752.degrees latitude (g = 980.6199 gals.).
 OY0752
 OY0752.The modeled gravity was interpolated from observed gravity values.
 OY0752
 OY0752;                    North         East    Units  Estimated Accuracy
 OY0752;SPC ID C     -   257,620.      566,770.      MT  (+/- 180 meters Scaled)
 OY0752
 OY0752                          SUPERSEDED SURVEY CONTROL
 OY0752
 OY0752  NGVD 29 (??/??/92) 1636.226  (m)         5368.18   (f) ADJ UNCH    2 0
 OY0752
 OY0752.Superseded values are not recommended for survey control.
 OY0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0752.See file dsdata.txt to determine how the superseded data were derived.
 OY0752
 OY0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP261722(NAD 83)
 OY0752_MARKER: DB = BENCH MARK DISK
 OY0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0752_STAMPING: D 54 1948
 OY0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0752+STABILITY: SURFACE MOTION
 OY0752
 OY0752  HISTORY     - Date     Condition        Report By
 OY0752  HISTORY     - 1948     MONUMENTED       CGS
 OY0752
 OY0752                          STATION DESCRIPTION
 OY0752
 OY0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0752'12.3 MI SE FROM CLYDE.
 OY0752'12.3 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 OY0752'CLYDE, NEAR A POINT WHERE THE LITTLE LOST RIVER JOGS AWAY FROM THE
 OY0752'ROAD, 156.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 45.0 FEET
 OY0752'NORTHEAST OF THE NORTH BANK OF A DRY WASH, 4.2 FEET EAST OF A WITNESS
 OY0752'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 OY0752'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0369 ***********************************************************************
 PZ0369  DESIGNATION -  D 55
 PZ0369  PID         -  PZ0369
 PZ0369  STATE/COUNTY-  ID/LEMHI
 PZ0369  USGS QUAD   -  BIG WINDY PEAK (1987)
 PZ0369
 PZ0369                         *CURRENT SURVEY CONTROL
 PZ0369  ___________________________________________________________________
 PZ0369* NAD 83(1986)-  44 21 48.     (N)    113 16 13.     (W)     SCALED    
 PZ0369* NAVD 88     -      2905.254  (meters)    9531.65   (feet)  ADJUSTED  
 PZ0369  ___________________________________________________________________
 PZ0369  GEOID HEIGHT-         -10.73  (meters)                     GEOID03
 PZ0369  DYNAMIC HT  -        2903.113 (meters)    9524.63  (feet)  COMP
 PZ0369  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 PZ0369
 PZ0369  VERT ORDER  -  SECOND    CLASS 0
 PZ0369
 PZ0369.The horizontal coordinates were scaled from a topographic map and have
 PZ0369.an estimated accuracy of +/- 6 seconds.
 PZ0369
 PZ0369.The orthometric height was determined by differential leveling
 PZ0369.and adjusted by the National Geodetic Survey in June 1991..
 PZ0369
 PZ0369.The geoid height was determined by GEOID03.
 PZ0369
 PZ0369.The dynamic height is computed by dividing the NAVD 88
 PZ0369.geopotential number by the normal gravity value computed on the
 PZ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0369.degrees latitude (g = 980.6199 gals.).
 PZ0369
 PZ0369.The modeled gravity was interpolated from observed gravity values.
 PZ0369
 PZ0369;                    North         East    Units  Estimated Accuracy
 PZ0369;SPC ID C     -   299,820.      558,170.      MT  (+/- 180 meters Scaled)
 PZ0369
 PZ0369                          SUPERSEDED SURVEY CONTROL
 PZ0369
 PZ0369  NGVD 29 (??/??/92) 2903.628  (m)         9526.32   (f) ADJ UNCH    2 0
 PZ0369
 PZ0369.Superseded values are not recommended for survey control.
 PZ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0369.See file dsdata.txt to determine how the superseded data were derived.
 PZ0369
 PZ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ190147(NAD 83)
 PZ0369_MARKER: DB = BENCH MARK DISK
 PZ0369_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0369_SP_SET: BEDROCK
 PZ0369_STAMPING: D 55 1948
 PZ0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0369+STABILITY: POSITION/ELEVATION WELL
 PZ0369
 PZ0369  HISTORY     - Date     Condition        Report By
 PZ0369  HISTORY     - 1948     MONUMENTED       CGS
 PZ0369
 PZ0369                          STATION DESCRIPTION
 PZ0369
 PZ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0369'12.2 MI SE FROM GILMORE.
 PZ0369'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 PZ0369'GILMORE, THENCE 3.0 MILES WEST ALONG THE SPRING CANYON ROAD, THENCE
 PZ0369'1.9 MILES NORTHWEST ALONG THE BIRCH CREEK TRAIL, AT THE BIRCH CREEK
 PZ0369'SUMMIT, 48.5 FEET SOUTH OF THE CENTER LINE OF THE SQUAW CREEK TRAIL,
 PZ0369'39.0 FEET NORTH OF A SIGN, BIG WINDY-SPRING MT, 30.0 FEET WEST OF THE
 PZ0369'CENTER LINE OF A TRAIL LEADING SOUTH TO BIG WINDY MOUNTAIN, SET IN THE
 PZ0369'TOP OF A WHITE LAVA ROCK BED PROJECTING 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0358 ***********************************************************************
 PZ0358  DESIGNATION -  D 56
 PZ0358  PID         -  PZ0358
 PZ0358  STATE/COUNTY-  ID/BUTTE
 PZ0358  USGS QUAD   -  MULKEY BAR (1987)
 PZ0358
 PZ0358                         *CURRENT SURVEY CONTROL
 PZ0358  ___________________________________________________________________
 PZ0358* NAD 83(1986)-  44 08 22.     (N)    113 15 18.     (W)     SCALED    
 PZ0358* NAVD 88     -      1803.818  (meters)    5918.03   (feet)  ADJUSTED  
 PZ0358  ___________________________________________________________________
 PZ0358  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 PZ0358  DYNAMIC HT  -        1802.786 (meters)    5914.64  (feet)  COMP
 PZ0358  MODELED GRAV-     979,982.5   (mgal)                       NAVD 88
 PZ0358
 PZ0358  VERT ORDER  -  SECOND    CLASS 0
 PZ0358
 PZ0358.The horizontal coordinates were scaled from a topographic map and have
 PZ0358.an estimated accuracy of +/- 6 seconds.
 PZ0358
 PZ0358.The orthometric height was determined by differential leveling
 PZ0358.and adjusted by the National Geodetic Survey in June 1991..
 PZ0358
 PZ0358.The geoid height was determined by GEOID03.
 PZ0358
 PZ0358.The dynamic height is computed by dividing the NAVD 88
 PZ0358.geopotential number by the normal gravity value computed on the
 PZ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0358.degrees latitude (g = 980.6199 gals.).
 PZ0358
 PZ0358.The modeled gravity was interpolated from observed gravity values.
 PZ0358
 PZ0358;                    North         East    Units  Estimated Accuracy
 PZ0358;SPC ID C     -   274,960.      559,610.      MT  (+/- 180 meters Scaled)
 PZ0358
 PZ0358                          SUPERSEDED SURVEY CONTROL
 PZ0358
 PZ0358  NGVD 29 (??/??/92) 1802.595  (m)         5914.01   (f) ADJ UNCH    2 0
 PZ0358
 PZ0358.Superseded values are not recommended for survey control.
 PZ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0358.See file dsdata.txt to determine how the superseded data were derived.
 PZ0358
 PZ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP196898(NAD 83)
 PZ0358_MARKER: DB = BENCH MARK DISK
 PZ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0358_STAMPING: D 56 1948
 PZ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0358+STABILITY: SURFACE MOTION
 PZ0358
 PZ0358  HISTORY     - Date     Condition        Report By
 PZ0358  HISTORY     - 1948     MONUMENTED       CGS
 PZ0358  HISTORY     - 1984     MARK NOT FOUND   USGS
 PZ0358
 PZ0358                          STATION DESCRIPTION
 PZ0358
 PZ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0358'0.5 MI SW FROM CLYDE.
 PZ0358'0.5 MILE SOUTHWEST ALONG THE PASS CREEK ROAD FROM THE SCHOOL AT CLYDE,
 PZ0358'ABOUT 0.5 MILE SOUTHWEST OF THE Y INTERSECTION OF THE PASS CREEK ROAD
 PZ0358'AND THE PAHSIMEROI ROAD, 37.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PZ0358'ROAD, 5.0 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 PZ0358'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PZ0358
 PZ0358                          STATION RECOVERY (1984)
 PZ0358
 PZ0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 PZ0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0461 ***********************************************************************
 OY0461  DESIGNATION -  D 57
 OY0461  PID         -  OY0461
 OY0461  STATE/COUNTY-  ID/CLARK
 OY0461  USGS QUAD   -  CIRCULAR BUTTE NW (1969)
 OY0461
 OY0461                         *CURRENT SURVEY CONTROL
 OY0461  ___________________________________________________________________
 OY0461* NAD 83(1986)-  43 58 50.     (N)    112 43 10.     (W)     SCALED    
 OY0461* NAVD 88     -      1542.090  (meters)    5059.34   (feet)  ADJUSTED  
 OY0461  ___________________________________________________________________
 OY0461  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 OY0461  DYNAMIC HT  -        1541.331 (meters)    5056.85  (feet)  COMP
 OY0461  MODELED GRAV-     980,071.9   (mgal)                       NAVD 88
 OY0461
 OY0461  VERT ORDER  -  FIRST     CLASS II
 OY0461
 OY0461.The horizontal coordinates were scaled from a topographic map and have
 OY0461.an estimated accuracy of +/- 6 seconds.
 OY0461
 OY0461.The orthometric height was determined by differential leveling
 OY0461.and adjusted by the National Geodetic Survey in June 1991..
 OY0461
 OY0461.The geoid height was determined by GEOID03.
 OY0461
 OY0461.The dynamic height is computed by dividing the NAVD 88
 OY0461.geopotential number by the normal gravity value computed on the
 OY0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0461.degrees latitude (g = 980.6199 gals.).
 OY0461
 OY0461.The modeled gravity was interpolated from observed gravity values.
 OY0461
 OY0461;                    North         East    Units  Estimated Accuracy
 OY0461;SPC ID E     -   257,180.      155,650.      MT  (+/- 180 meters Scaled)
 OY0461
 OY0461                          SUPERSEDED SURVEY CONTROL
 OY0461
 OY0461  NGVD 29 (08/20/92) 1541.009  (m)         5055.79   (f) ADJUSTED    1 2
 OY0461
 OY0461.Superseded values are not recommended for survey control.
 OY0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0461.See file dsdata.txt to determine how the superseded data were derived.
 OY0461
 OY0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP620711(NAD 83)
 OY0461_MARKER: DB = BENCH MARK DISK
 OY0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0461_SP_SET: CONCRETE POST
 OY0461_STAMPING: D 57 1948
 OY0461_MARK LOGO: CGS   
 OY0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0461+STABILITY: SURFACE MOTION
 OY0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0461+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 OY0461
 OY0461  HISTORY     - Date     Condition        Report By
 OY0461  HISTORY     - 1948     MONUMENTED       CGS
 OY0461  HISTORY     - 1972     GOOD             NGS
 OY0461  HISTORY     - 19920324 GOOD             NGS
 OY0461  HISTORY     - 20010522 GOOD             IDTD
 OY0461
 OY0461                          STATION DESCRIPTION
 OY0461
 OY0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OY0461'17 MI NW FROM TERRETON.
 OY0461'REACHED FROM THE TERRETON POST OFFICE GO NORTHWEST ON STATE HIGHWAY 28
 OY0461'FOR 17.6 MILES TO THE BENCH MARK ON THE RIGHT, 325 FEET SOUTHEAST OF
 OY0461'MILEPOST NO. 184, 65 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 28,
 OY0461'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST, SET IN A CYLINDRICAL
 OY0461'CONCRETE MONUMENT THAT IS 10-INCHES IN DIAMETER, AND PROJECTS 4
 OY0461'INCHES.
 OY0461
 OY0461                          STATION RECOVERY (1992)
 OY0461
 OY0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0461'4.9 KM (3.05 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 OY0461'IN TERRETON, THENCE 23.6 KM (14.65 MI) NORTHWESTERLY ALONG STATE
 OY0461'HIGHWAY 28 (SALMON HIGHWAY), 1.3 KM (0.80 MI) SOUTHEAST OF THE
 OY0461'INTERSECTION OF STATE HIGHWAY 22, 19.6 M (64.3 FT) WEST OF A SIGN
 OY0461'(U.S. DEPARTMENT OF ENERGY NO TRESPASSING), 19.5 M (64.0 FT)
 OY0461'NORTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT)
 OY0461'NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 OY0461'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT AND THE
 OY0461'NORTHEAST AND SOUTHWEST SIDES OF THE MONUMENT ARE BROKEN OFF, BUT IT
 OY0461'IS SOLID IN PLACE.
 OY0461
 OY0461                          STATION RECOVERY (2001)
 OY0461
 OY0461'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JW)
 OY0461'FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 33, WEST OF MUD LAKE,
 OY0461'PROCEED NORTHWEST ON SH-28 FOR 14.675 MILES TO MILEPOST 29.825 AND THE
 OY0461'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0141 ***********************************************************************
 OY0141  DESIGNATION -  D 58
 OY0141  PID         -  OY0141
 OY0141  STATE/COUNTY-  ID/JEFFERSON
 OY0141  USGS QUAD   -  MARKET LAKE (1964)
 OY0141
 OY0141                         *CURRENT SURVEY CONTROL
 OY0141  ___________________________________________________________________
 OY0141* NAD 83(1986)-  43 45 37.     (N)    112 08 01.     (W)     SCALED    
 OY0141* NAVD 88     -      1454.648  (meters)    4772.46   (feet)  ADJUSTED  
 OY0141  ___________________________________________________________________
 OY0141  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY0141  DYNAMIC HT  -        1453.938 (meters)    4770.13  (feet)  COMP
 OY0141  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 OY0141
 OY0141  VERT ORDER  -  SECOND    CLASS 0
 OY0141
 OY0141.The horizontal coordinates were scaled from a topographic map and have
 OY0141.an estimated accuracy of +/- 6 seconds.
 OY0141
 OY0141.The orthometric height was determined by differential leveling
 OY0141.and adjusted by the National Geodetic Survey in June 1991..
 OY0141
 OY0141.The geoid height was determined by GEOID03.
 OY0141
 OY0141.The dynamic height is computed by dividing the NAVD 88
 OY0141.geopotential number by the normal gravity value computed on the
 OY0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0141.degrees latitude (g = 980.6199 gals.).
 OY0141
 OY0141.The modeled gravity was interpolated from observed gravity values.
 OY0141
 OY0141;                    North         East    Units  Estimated Accuracy
 OY0141;SPC ID E     -   232,560.      202,660.      MT  (+/- 180 meters Scaled)
 OY0141
 OY0141                          SUPERSEDED SURVEY CONTROL
 OY0141
 OY0141  NGVD 29 (??/??/92) 1453.584  (m)         4768.97   (f) ADJ UNCH    2 0
 OY0141
 OY0141.Superseded values are not recommended for survey control.
 OY0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0141.See file dsdata.txt to determine how the superseded data were derived.
 OY0141
 OY0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP087458(NAD 83)
 OY0141_MARKER: DB = BENCH MARK DISK
 OY0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0141_SP_SET: CULVERT
 OY0141_STAMPING: D 58 1948
 OY0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0141
 OY0141  HISTORY     - Date     Condition        Report By
 OY0141  HISTORY     - 1948     MONUMENTED       CGS
 OY0141  HISTORY     - 1963     GOOD             USGS
 OY0141
 OY0141                          STATION DESCRIPTION
 OY0141
 OY0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0141'2.7 MI N FROM ROBERTS.
 OY0141'ABOUT 2.7 MILES NORTH ALONG U. S. HIGHWAY NO. 91 FROM THE POST OFFICE
 OY0141'AT ROBERTS, AT A PROMINENT CURVE, 14.7 FEET SOUTHWEST OF THE CENTER
 OY0141'LINE OF THE HIGHWAY, SET IN THE TOP AND AT THE EAST END OF THE SOUTH
 OY0141'CONCRETE HEADWALL OF THE LARGE CONCRETE CULVERT OVER A LARGE CANAL.
 OY0141
 OY0141                          STATION RECOVERY (1963)
 OY0141
 OY0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OY0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0459 ***********************************************************************
 RY0459  DESIGNATION -  D 59
 RY0459  PID         -  RY0459
 RY0459  STATE/COUNTY-  ID/IDAHO
 RY0459  USGS QUAD   -  KOOSKIA (1994)
 RY0459
 RY0459                         *CURRENT SURVEY CONTROL
 RY0459  ___________________________________________________________________
 RY0459* NAD 83(1986)-  46 08 09.     (N)    115 57 16.     (W)     SCALED    
 RY0459* NAVD 88     -       388.090  (meters)    1273.26   (feet)  ADJUSTED  
 RY0459  ___________________________________________________________________
 RY0459  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 RY0459  DYNAMIC HT  -         388.057 (meters)    1273.15  (feet)  COMP
 RY0459  MODELED GRAV-     980,519.1   (mgal)                       NAVD 88
 RY0459
 RY0459  VERT ORDER  -  FIRST     CLASS II
 RY0459
 RY0459.The horizontal coordinates were scaled from a topographic map and have
 RY0459.an estimated accuracy of +/- 6 seconds.
 RY0459
 RY0459.The orthometric height was determined by differential leveling
 RY0459.and adjusted by the National Geodetic Survey in June 1991..
 RY0459
 RY0459.The geoid height was determined by GEOID03.
 RY0459
 RY0459.The dynamic height is computed by dividing the NAVD 88
 RY0459.geopotential number by the normal gravity value computed on the
 RY0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0459.degrees latitude (g = 980.6199 gals.).
 RY0459
 RY0459.The modeled gravity was interpolated from observed gravity values.
 RY0459
 RY0459;                    North         East    Units  Estimated Accuracy
 RY0459;SPC ID W     -   496,560.      784,200.      MT  (+/- 180 meters Scaled)
 RY0459
 RY0459                          SUPERSEDED SURVEY CONTROL
 RY0459
 RY0459  NGVD 29 (??/??/92)  387.040  (m)         1269.81   (f) ADJ UNCH    1 2
 RY0459
 RY0459.Superseded values are not recommended for survey control.
 RY0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0459.See file dsdata.txt to determine how the superseded data were derived.
 RY0459
 RY0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM807096(NAD 83)
 RY0459_MARKER: DB = BENCH MARK DISK
 RY0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0459_STAMPING: D 59 1950
 RY0459_MARK LOGO: CGS   
 RY0459_PROJECTION: PROJECTING 5 CENTIMETERS
 RY0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0459+STABILITY: SURFACE MOTION
 RY0459
 RY0459  HISTORY     - Date     Condition        Report By
 RY0459  HISTORY     - 1950     MONUMENTED       CGS
 RY0459  HISTORY     - 1980     GOOD             NGS
 RY0459
 RY0459                          STATION DESCRIPTION
 RY0459
 RY0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0459'1.8 MI NE FROM KOOSKIA.
 RY0459'0.3 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT KOOSKIA,
 RY0459'THENCE 1.5 MILES EAST ALONG STATE HIGHWAY 9, AT THE APPROXIMATE CENTER
 RY0459'OF A TURNOUT, 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15.5
 RY0459'FEET EAST OF A 20-INCH PINE TREE, 15.3 FEET SOUTH OF A TELEPHONE POLE,
 RY0459'10.9 FEET WEST OF A 22-INCH PINE TREE, 10 FEET SOUTH OF THE CENTER
 RY0459'LINE OF A DIM TRACK ROAD IN THE TURNOUT, 3 1/2 FEET NORTH OF THE TOP
 RY0459'OF THE NORTH BANK OF THE MIDDLE FORK OF THE CLEARWATER RIVER, 1.9 FEET
 RY0459'WEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND
 RY0459'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 RY0459'GROUND.
 RY0459
 RY0459                          STATION RECOVERY (1980)
 RY0459
 RY0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0459'3.2 KILOMETERS (2.0 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0459'JUNCTION OF STATE HIGHWAY 13 IN KOOSKIA, 0.25 KILOMETER (0.15 MILE)
 RY0459'WEST OF HIGHWAY MILEPOST 76, 0.2 KILOMETER (0.1 MILE) NORTHWEST
 RY0459'ACROSS THE RIVER FROM THE MOUTH OF CLEAR CREEK, SET AT THE SOUTH EDGE
 RY0459'OF AN EAST-BOUND, PAVED PULLOUT, 10.1 METERS (33.4 FEET) SOUTH OF
 RY0459'THE CENTERLINE OF THE HIGHWAY, 36.9 METERS (121 FEET) WEST OF THE
 RY0459'EXTENDED CENTERLINE OF LOUP DRIVE AND A SCARRED, 75-CENTIMETER
 RY0459'(30-INCH) DIAMETER PONDEROSA PINE TREE, 4.6 METERS (15.5 FEET) EAST
 RY0459'OF THE FIRST PONDEROSA PINE TREE EAST OF A LIGHTNING-TOPPED PONDEROSA
 RY0459'PINE TREE, 3.6 METERS (12.0 FEET) NORTH OF A 60-CENTIMETER (24-INCH)
 RY0459'DIAMETER PONDEROSA PINE TREE, 3.3 METERS (10.9 FEET) WEST OF A
 RY0459'75-CENTIMETER (30-INCH) DIAMETER PONDEROSA PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0298 ***********************************************************************
 QB0298  DESIGNATION -  D 6
 QB0298  PID         -  QB0298
 QB0298  STATE/COUNTY-  ID/PAYETTE
 QB0298  USGS QUAD   -  WEISER SOUTH (1951)
 QB0298
 QB0298                         *CURRENT SURVEY CONTROL
 QB0298  ___________________________________________________________________
 QB0298* NAD 83(1986)-  44 07 56.     (N)    116 54 18.     (W)     SCALED    
 QB0298* NAVD 88     -       649.021  (meters)    2129.33   (feet)  ADJUSTED  
 QB0298  ___________________________________________________________________
 QB0298  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 QB0298  DYNAMIC HT  -         648.837 (meters)    2128.73  (feet)  COMP
 QB0298  MODELED GRAV-     980,314.7   (mgal)                       NAVD 88
 QB0298
 QB0298  VERT ORDER  -  FIRST     CLASS II
 QB0298
 QB0298.The horizontal coordinates were scaled from a topographic map and have
 QB0298.an estimated accuracy of +/- 6 seconds.
 QB0298
 QB0298.The orthometric height was determined by differential leveling
 QB0298.and adjusted by the National Geodetic Survey in June 1991..
 QB0298.WARNING-Repeat measurements at this control monument indicate possible
 QB0298.vertical movement.
 QB0298
 QB0298.The geoid height was determined by GEOID03.
 QB0298
 QB0298.The dynamic height is computed by dividing the NAVD 88
 QB0298.geopotential number by the normal gravity value computed on the
 QB0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0298.degrees latitude (g = 980.6199 gals.).
 QB0298
 QB0298.The modeled gravity was interpolated from observed gravity values.
 QB0298
 QB0298;                    North         East    Units  Estimated Accuracy
 QB0298;SPC ID W     -   274,530.      707,570.      MT  (+/- 180 meters Scaled)
 QB0298
 QB0298                          SUPERSEDED SURVEY CONTROL
 QB0298
 QB0298  NGVD 29 (??/??/92)  648.073  (m)         2126.22   (f) ADJ UNCH    1 2
 QB0298
 QB0298.Superseded values are not recommended for survey control.
 QB0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0298.See file dsdata.txt to determine how the superseded data were derived.
 QB0298
 QB0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ076865(NAD 83)
 QB0298_MARKER: Q = CHISELED SQUARE
 QB0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0298_SP_SET: CULVERT
 QB0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0298
 QB0298  HISTORY     - Date     Condition        Report By
 QB0298  HISTORY     - UNK      MONUMENTED       CGS
 QB0298  HISTORY     - 1934     GOOD             NGS
 QB0298  HISTORY     - 1983     GOOD             NGS
 QB0298
 QB0298                          STATION DESCRIPTION
 QB0298
 QB0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QB0298'2.5 MI S FROM CRYATAL.
 QB0298'ABOUT 2.5 MILES SOUTH ALONG THE OREGON SHORT LINE RR FROM CRYATAL
 QB0298'PAYETTE COUNTY, IDAHO, AT A SAND-STONE CULVERT AT MILE MARKER 506.93,
 QB0298'2 1/2 POLES SOUTH OF MILE POLE 507, AT THE EAST END OF THE CULVERT, IN
 QB0298'THE TOP OF THE SOUTH WING-WALL, 6 INCHES FROM THE SOUTH EDGE, 8 INCHES
 QB0298'FROM THE EAST EDGE, AND ABOUT 4.5 FEET LOWER THAN THE TRACK. THE
 QB0298'BOTTOM OF A SQUARE HOLE, AND UNLETTERED.
 QB0298
 QB0298                          STATION RECOVERY (1983)
 QB0298
 QB0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0298'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.8 KM
 QB0298'(1.75 MI) NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QB0298'IN PAYETTE, THENCE 3.75 KM (2.35 MI) NORTHEAST ALONG US HIGHWAY 95,
 QB0298'THENCE 0.15 KM (0.1 MI) WEST ALONG NORTH RIVER ROAD, THE MARK IS A
 QB0298'1-BY 1-INCH SQUARE HOLE IN TOP OF AND 0.2 METER (0.8 FT) NORTH OF THE
 QB0298'SOUTH END OF THE SOUTH SANDSTONE BLOCK WINGWALL FOR A 36-INCH IRON
 QB0298'PIPE RAILROAD CULVERT 506.93, 35.9 METERS (118 FT) NORTH OF THE
 QB0298'CENTERLINE OF THE ROAD, 4.2 METERS (14 FT) SOUTHEAST OF THE SOUTHEAST
 QB0298'RAIL, 0.3 METER (1 FT) WEST OF THE EAST EDGE OF THE WINGWALL.
 QB0298'THE MARK IS 1.8 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0321 ***********************************************************************
 RY0321  DESIGNATION -  D 60
 RY0321  PID         -  RY0321
 RY0321  STATE/COUNTY-  ID/IDAHO
 RY0321  USGS QUAD   -  COOLWATER MOUNTAIN (1994)
 RY0321
 RY0321                         *CURRENT SURVEY CONTROL
 RY0321  ___________________________________________________________________
 RY0321* NAD 83(1986)-  46 13 55.     (N)    115 29 24.     (W)     SCALED    
 RY0321* NAVD 88     -       503.561  (meters)    1652.10   (feet)  ADJUSTED  
 RY0321  ___________________________________________________________________
 RY0321  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 RY0321  DYNAMIC HT  -         503.490 (meters)    1651.87  (feet)  COMP
 RY0321  MODELED GRAV-     980,460.0   (mgal)                       NAVD 88
 RY0321
 RY0321  VERT ORDER  -  FIRST     CLASS II
 RY0321
 RY0321.The horizontal coordinates were scaled from a topographic map and have
 RY0321.an estimated accuracy of +/- 6 seconds.
 RY0321
 RY0321.The orthometric height was determined by differential leveling
 RY0321.and adjusted by the National Geodetic Survey in June 1991..
 RY0321
 RY0321.The geoid height was determined by GEOID03.
 RY0321
 RY0321.The dynamic height is computed by dividing the NAVD 88
 RY0321.geopotential number by the normal gravity value computed on the
 RY0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0321.degrees latitude (g = 980.6199 gals.).
 RY0321
 RY0321.The modeled gravity was interpolated from observed gravity values.
 RY0321
 RY0321;                    North         East    Units  Estimated Accuracy
 RY0321;SPC ID W     -   507,250.      820,060.      MT  (+/- 180 meters Scaled)
 RY0321
 RY0321                          SUPERSEDED SURVEY CONTROL
 RY0321
 RY0321  NGVD 29 (??/??/92)  502.443  (m)         1648.43   (f) ADJ UNCH    1 2
 RY0321
 RY0321.Superseded values are not recommended for survey control.
 RY0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0321.See file dsdata.txt to determine how the superseded data were derived.
 RY0321
 RY0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM164209(NAD 83)
 RY0321_MARKER: DB = BENCH MARK DISK
 RY0321_SETTING: 66 = SET IN ROCK OUTCROP
 RY0321_SP_SET: ROCK CLIFF
 RY0321_STAMPING: D 60 1950
 RY0321_MARK LOGO: CGS   
 RY0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0321+STABILITY: POSITION/ELEVATION WELL
 RY0321
 RY0321  HISTORY     - Date     Condition        Report By
 RY0321  HISTORY     - 1950     MONUMENTED       CGS
 RY0321  HISTORY     - 1980     GOOD             NGS
 RY0321
 RY0321                          STATION DESCRIPTION
 RY0321
 RY0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0321'10.3 MI NE FROM LOWELL.
 RY0321'10.3 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF
 RY0321'THE STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, 0.2 MILE NORTH OF
 RY0321'THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO VAN CAMP LOOKOUT AND
 RY0321'FRENCHMAN BUTTE, 36 YARDS NORTHEAST OF A LARGE PINE STUMP, ON THE
 RY0321'OUTSIDE AND AT THE WEST END OF A LONG CURVE, 210 FEET SOUTHWEST OF THE
 RY0321'NORTHWEST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 26 FEET
 RY0321'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHWEST OF A
 RY0321'SMALL DRAIN COMING OUT OF A ROCK BANK, IN THE TOP OF A ROCK ON THE
 RY0321'SOUTHEAST SIDE OF A ROCK CLIFF, ABOUT 2 1/2 FEET HIGHER THAN THE
 RY0321'HIGHWAY, AND MARKED BY A PAINTED B M.
 RY0321
 RY0321                          STATION RECOVERY (1980)
 RY0321
 RY0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0321'17.6 KILOMETERS (10.95 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0321'WEST ON OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.7
 RY0321'KILOMETER (0.45 MILE) NORTHEAST OF HIGHWAY MILEPOST 107, 0.55
 RY0321'KILOMETER (0.35 MILE) NORTHWEST OF THE MAJOR FENN PICNIC AREA, ON THE
 RY0321'OUTSIDE OF THE SOUTHWEST END OF A HIGHWAY CURVE, SET IN TOP OF A
 RY0321'0.3 X 0.3 METER (1 X 1 FOOT) ROCK SHELF, 7.9 METERS (26.0 FEET)
 RY0321'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 64.0 METERS (210 FEET)
 RY0321'SOUTHWEST OF THE TOP CENTER OF THE NORTHWEST END OF A 45-CENTIMETER
 RY0321'(18-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY, 9.6 METERS
 RY0321'(31.5 FEET) NORTHEAST OF THE NORTHEAST END OF A 15-FOOT OVER HANG IN
 RY0321'THE ROCK CUT.
 RY0321'THE MARK IS 0.25 METERS  SE FROM A WITNESS POST.
 RY0321'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0286 ***********************************************************************
 RY0286  DESIGNATION -  D 61
 RY0286  PID         -  RY0286
 RY0286  STATE/COUNTY-  ID/IDAHO
 RY0286  USGS QUAD   -  LIZ BUTTE (1994)
 RY0286
 RY0286                         *CURRENT SURVEY CONTROL
 RY0286  ___________________________________________________________________
 RY0286* NAD 83(1986)-  46 25 22.     (N)    115 18 16.     (W)     SCALED    
 RY0286* NAVD 88     -      1796.633  (meters)    5894.45   (feet)  ADJUSTED  
 RY0286  ___________________________________________________________________
 RY0286  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 RY0286  DYNAMIC HT  -        1796.101 (meters)    5892.71  (feet)  COMP
 RY0286  MODELED GRAV-     980,253.0   (mgal)                       NAVD 88
 RY0286
 RY0286  VERT ORDER  -  FIRST     CLASS II
 RY0286
 RY0286.The horizontal coordinates were scaled from a topographic map and have
 RY0286.an estimated accuracy of +/- 6 seconds.
 RY0286
 RY0286.The orthometric height was determined by differential leveling
 RY0286.and adjusted by the National Geodetic Survey in June 1991..
 RY0286
 RY0286.The geoid height was determined by GEOID03.
 RY0286
 RY0286.The dynamic height is computed by dividing the NAVD 88
 RY0286.geopotential number by the normal gravity value computed on the
 RY0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0286.degrees latitude (g = 980.6199 gals.).
 RY0286
 RY0286.The modeled gravity was interpolated from observed gravity values.
 RY0286
 RY0286;                    North         East    Units  Estimated Accuracy
 RY0286;SPC ID W     -   528,530.      834,250.      MT  (+/- 180 meters Scaled)
 RY0286
 RY0286                          SUPERSEDED SURVEY CONTROL
 RY0286
 RY0286  NGVD 29 (??/??/92) 1795.371  (m)         5890.31   (f) ADJ UNCH    1 2
 RY0286
 RY0286.Superseded values are not recommended for survey control.
 RY0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0286.See file dsdata.txt to determine how the superseded data were derived.
 RY0286
 RY0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM302424(NAD 83)
 RY0286_MARKER: DB = BENCH MARK DISK
 RY0286_SETTING: 80 = SET IN A BOULDER
 RY0286_STAMPING: D 61 1950
 RY0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0286+STABILITY: SURFACE MOTION
 RY0286
 RY0286  HISTORY     - Date     Condition        Report By
 RY0286  HISTORY     - 1950     MONUMENTED       CGS
 RY0286
 RY0286                          STATION DESCRIPTION
 RY0286
 RY0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0286'3.8 MI E FROM SHERMAN SADDLE.
 RY0286'3.8 MILES EAST ALONG THE LOLO TRAIL ROAD FROM SHERMAN SADDLE, AT
 RY0286'NO-SEE-UM MEADOWS, 108 FEET WEST OF THE CENTER OF THE JUNCTION OF A
 RY0286'DIRT ROAD LEADING SOUTH INTO THE MEADOWS, 93.2 FEET WEST OF A WHITE
 RY0286'SIGN READING NO-SEE-UM MEADOWS - MISSOULA 115 - POWELL RANGE STATION
 RY0286'56 - PIERCE 40, 69.7 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A
 RY0286'TELEPHONE POLE, 43 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 RY0286'IN THE TOP OF LARGE GRANITE BOULDER, ABOUT 8 FEET HIGHER THAN THE
 RY0286'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0248 ***********************************************************************
 RY0248  DESIGNATION -  D 62
 RY0248  PID         -  RY0248
 RY0248  STATE/COUNTY-  ID/IDAHO
 RY0248  USGS QUAD   -  ROUNDTOP (1994)
 RY0248
 RY0248                         *CURRENT SURVEY CONTROL
 RY0248  ___________________________________________________________________
 RY0248* NAD 83(1986)-  46 36 10.     (N)    114 35 43.     (W)     SCALED    
 RY0248* NAVD 88     -      1381.991  (meters)    4534.08   (feet)  POSTED    
 RY0248  ___________________________________________________________________
 RY0248  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RY0248  DYNAMIC HT  -        1381.650 (meters)    4532.96  (feet)  COMP
 RY0248  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 RY0248
 RY0248  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RY0248
 RY0248.The horizontal coordinates were scaled from a topographic map and have
 RY0248.an estimated accuracy of +/- 6 seconds.
 RY0248
 RY0248.The orthometric height was determined by differential leveling
 RY0248.and adjusted by the National Geodetic Survey in 1992..
 RY0248.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RY0248.rate of 2.1 thru 3.0 mm/km.
 RY0248
 RY0248.The geoid height was determined by GEOID03.
 RY0248
 RY0248.The dynamic height is computed by dividing the NAVD 88
 RY0248.geopotential number by the normal gravity value computed on the
 RY0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0248.degrees latitude (g = 980.6199 gals.).
 RY0248
 RY0248.The modeled gravity was interpolated from observed gravity values.
 RY0248
 RY0248;                    North         East    Units  Estimated Accuracy
 RY0248;SPC ID W     -   549,090.      888,470.      MT  (+/- 180 meters Scaled)
 RY0248
 RY0248                          SUPERSEDED SURVEY CONTROL
 RY0248
 RY0248  NGVD 29 (??/??/92) 1380.801  (m)         4530.18   (f) ADJ UNCH    1 2
 RY0248
 RY0248.Superseded values are not recommended for survey control.
 RY0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0248.See file dsdata.txt to determine how the superseded data were derived.
 RY0248
 RY0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM841638(NAD 83)
 RY0248_MARKER: DB = BENCH MARK DISK
 RY0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0248_STAMPING: D 62 1950
 RY0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0248+STABILITY: SURFACE MOTION
 RY0248
 RY0248  HISTORY     - Date     Condition        Report By
 RY0248  HISTORY     - 1950     MONUMENTED       CGS
 RY0248  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0248  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0248
 RY0248                          STATION DESCRIPTION
 RY0248
 RY0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0248'11.4 MI NE FROM POWELL RANGER STATION.
 RY0248'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0248'STATION, THENCE 10.5 MILES NORTHEAST ALONG THE LEWIS AND CLARK
 RY0248'HIGHWAY, 0.3 MILE NORTH OF A SIGN READING CROOKED FORK CREEK, ON THE
 RY0248'OUTSIDE OF A CURVE, ON THE WEST SLOPE OF A HILL, ABOUT 36 YARDS
 RY0248'NORTHEAST OF THE NORTHEAST END OF A SHORT DIRT CUT BANK, 23.7 FEET
 RY0248'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14.6 FEET EAST OF THE
 RY0248'CENTER OF THE SOUTHEAST END OF AN 18-INCH CORRUGATED METAL PIPE
 RY0248'CULVERT, 4.6 FEET NORTHEAST OF A WITNESS POST, 5 FEET HIGHER THAN THE
 RY0248'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 RY0248'ABOVE THE GROUND.
 RY0248
 RY0248                          STATION RECOVERY (1964)
 RY0248
 RY0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0248'MARK NOT FOUND.
 RY0248
 RY0248                          STATION RECOVERY (1980)
 RY0248
 RY0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0248'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0309 ***********************************************************************
 RY0309  DESIGNATION -  D 63
 RY0309  PID         -  RY0309
 RY0309  STATE/COUNTY-  ID/IDAHO
 RY0309  USGS QUAD   -  GREYSTONE BUTTE (1994)
 RY0309
 RY0309                         *CURRENT SURVEY CONTROL
 RY0309  ___________________________________________________________________
 RY0309* NAD 83(1986)-  46 25 45.     (N)    115 06 51.     (W)     SCALED    
 RY0309* NAVD 88     -       809.189  (meters)    2654.81   (feet)  POSTED    
 RY0309  ___________________________________________________________________
 RY0309  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 RY0309  DYNAMIC HT  -         809.040 (meters)    2654.33  (feet)  COMP
 RY0309  MODELED GRAV-     980,405.9   (mgal)                       NAVD 88
 RY0309
 RY0309  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0309
 RY0309.The horizontal coordinates were scaled from a topographic map and have
 RY0309.an estimated accuracy of +/- 6 seconds.
 RY0309
 RY0309.The orthometric height was determined by differential leveling
 RY0309.and adjusted by the National Geodetic Survey in 1992..
 RY0309.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0309.rate of 1.1 thru 2.0 mm/km.
 RY0309
 RY0309.The geoid height was determined by GEOID03.
 RY0309
 RY0309.The dynamic height is computed by dividing the NAVD 88
 RY0309.geopotential number by the normal gravity value computed on the
 RY0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0309.degrees latitude (g = 980.6199 gals.).
 RY0309
 RY0309.The modeled gravity was interpolated from observed gravity values.
 RY0309
 RY0309;                    North         East    Units  Estimated Accuracy
 RY0309;SPC ID W     -   529,340.      848,870.      MT  (+/- 180 meters Scaled)
 RY0309
 RY0309                          SUPERSEDED SURVEY CONTROL
 RY0309
 RY0309  NGVD 29 (??/??/92)  808.056  (m)         2651.10   (f) ADJ UNCH    1 2
 RY0309
 RY0309.Superseded values are not recommended for survey control.
 RY0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0309.See file dsdata.txt to determine how the superseded data were derived.
 RY0309
 RY0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM448434(NAD 83)
 RY0309_MARKER: DB = BENCH MARK DISK
 RY0309_SETTING: 80 = SET IN A BOULDER
 RY0309_STAMPING: D 63 1950
 RY0309_MARK LOGO: CGS   
 RY0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0309+STABILITY: SURFACE MOTION
 RY0309
 RY0309  HISTORY     - Date     Condition        Report By
 RY0309  HISTORY     - 1950     MONUMENTED       CGS
 RY0309  HISTORY     - 1980     GOOD             NGS
 RY0309
 RY0309                          STATION DESCRIPTION
 RY0309
 RY0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0309'15.6 MI NE FROM LOCHSA RANGER STATION.
 RY0309'15.6 MILES NORTHEAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER
 RY0309'STATION, AT THE APPROXIMATE CENTER OF AN S BEND IN THE RIVER, 105 FEET
 RY0309'NORTH OF LOST CREEK, 25 FEET NORTH OF A 24-INCH DEAD CEDAR TREE, 9
 RY0309'FEET SOUTHWEST OF THE SOUTHWEST BANK OF THE RIVER AND 5 FEET HIGHER
 RY0309'THAN THE RIVER AT LOW WATER, IN THE TOP OF A LARGE GRANITE BOULDER
 RY0309'MARKED BY A PAINTED B M.
 RY0309
 RY0309                          STATION RECOVERY (1980)
 RY0309
 RY0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0309'24.7 KILOMETERS (15.35 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0309'THE LOCHSA RANGER STATION, THENCE 0.1 KILOMETER (0.05 MILE) EAST ON
 RY0309'FOOT ALONG LOST CREEK, THENCE 32.0 METERS (105 FEET) NORTH ALONG
 RY0309'THE LOCHSA RIVER, SET IN TOP OF A 1.5 X 2.4 METER (5 X 8 FOOT)
 RY0309'GRANITE BOULDER, 1.5 METERS (5.0 FEET) ABOVE LOW WATER, 7.6 METERS
 RY0309'(25.0 FEET) NORTH OF A 60-CENTIMETER (24-INCH) DIAMETER DEAD CEDAR
 RY0309'TREE, 2.7 METERS (9.0 FEET) WEST OF THE WEST EDGE OF THE RIVER.
 RY0309'NOTE-THIS MARK NOT LEVELED TO THIS SURVEY DUE TO INACCESSIBILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0174 ***********************************************************************
 RY0174  DESIGNATION -  D 64
 RY0174  PID         -  RY0174
 RY0174  STATE/COUNTY-  ID/IDAHO
 RY0174  USGS QUAD   -  TOM BEAL PEAK (1994)
 RY0174
 RY0174                         *CURRENT SURVEY CONTROL
 RY0174  ___________________________________________________________________
 RY0174* NAD 83(1986)-  46 29 33.     (N)    114 51 27.     (W)     SCALED    
 RY0174* NAVD 88     -       952.428  (meters)    3124.76   (feet)  ADJUSTED  
 RY0174  ___________________________________________________________________
 RY0174  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 RY0174  DYNAMIC HT  -         952.219 (meters)    3124.07  (feet)  COMP
 RY0174  MODELED GRAV-     980,364.0   (mgal)                       NAVD 88
 RY0174
 RY0174  VERT ORDER  -  FIRST     CLASS II
 RY0174
 RY0174.The horizontal coordinates were scaled from a topographic map and have
 RY0174.an estimated accuracy of +/- 6 seconds.
 RY0174
 RY0174.The orthometric height was determined by differential leveling
 RY0174.and adjusted by the National Geodetic Survey in June 1991..
 RY0174
 RY0174.The geoid height was determined by GEOID03.
 RY0174
 RY0174.The dynamic height is computed by dividing the NAVD 88
 RY0174.geopotential number by the normal gravity value computed on the
 RY0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0174.degrees latitude (g = 980.6199 gals.).
 RY0174
 RY0174.The modeled gravity was interpolated from observed gravity values.
 RY0174
 RY0174;                    North         East    Units  Estimated Accuracy
 RY0174;SPC ID W     -   536,570.      868,520.      MT  (+/- 180 meters Scaled)
 RY0174
 RY0174                          SUPERSEDED SURVEY CONTROL
 RY0174
 RY0174  NGVD 29 (??/??/92)  951.271  (m)         3120.96   (f) ADJ UNCH    1 2
 RY0174
 RY0174.Superseded values are not recommended for survey control.
 RY0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0174.See file dsdata.txt to determine how the superseded data were derived.
 RY0174
 RY0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM644510(NAD 83)
 RY0174_MARKER: DB = BENCH MARK DISK
 RY0174_SETTING: 80 = SET IN A BOULDER
 RY0174_STAMPING: D 64 1950
 RY0174_MARK LOGO: CGS   
 RY0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0174+STABILITY: SURFACE MOTION
 RY0174
 RY0174  HISTORY     - Date     Condition        Report By
 RY0174  HISTORY     - 1950     MONUMENTED       CGS
 RY0174  HISTORY     - 1966     GOOD             NGS
 RY0174  HISTORY     - 1980     GOOD             NGS
 RY0174
 RY0174                          STATION DESCRIPTION
 RY0174
 RY0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0174'9.5 MI W FROM POWELL RANGER STATION.
 RY0174'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0174'STATION, THENCE 8.6 MILES WEST ALONG THE LEWIS AND CLARK HIGHWAY, IN
 RY0174'THE TOP OF A PROMINENT GRANITE BOULDER, ABOUT 125 FEET SOUTHEAST OF
 RY0174'THE CENTER LINE OF THE PROPOSED LEWIS AND CLARK HIGHWAY, ABOUT 75 FEET
 RY0174'NORTHEAST OF THE APPROXIMATE CENTER OF SQUAW CREEK, ABOUT 80 FEET
 RY0174'NORTHWEST OF THE APPROXIMATE CENTER OF THE LOCHSA RIVER, 70 FEET EAST
 RY0174'OF A 48-INCH FORKED POPLAR TREE MARKED WITH THE WHITE PAINTED LETTERS
 RY0174'B M.
 RY0174
 RY0174                          STATION RECOVERY (1966)
 RY0174
 RY0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RY0174'RECOVERED IN GOOD CONDITION.
 RY0174
 RY0174                          STATION RECOVERY (1980)
 RY0174
 RY0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0174'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0174'RANGER STATION, THENCE 13.1 KILOMETERS (8.15 MILES) WEST ALONG U.S.
 RY0174'HIGHWAY 12, SET IN TOP OF THE SOUTHEAST END OF A LARGE GRANITE
 RY0174'BOULDER IN THE T JUNCTION OF SQUAW CREEK AND THE LOCHSA RIVER, 32.6
 RY0174'METERS (107 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 67.1
 RY0174'METERS (220 FEET) SOUTHWEST OF THE EXTENDED CENTERLINE OF SQUAW
 RY0174'CREEK ROAD, 31.7 METERS (104 FEET) SOUTHEAST OF THE SOUTHEAST EDGE
 RY0174'OF THE SOUTHWEST CONCRETE PIER OF THE HIGHWAY BRIDGE OVER SQUAW
 RY0174'CREEK, 0.3 METER (1.0 FOOT) SOUTHWEST OF THE HIGHEST POINT OF THE
 RY0174'BOULDER. NOTE--BM UNDER WATER NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0605 ***********************************************************************
 NV0605  DESIGNATION -  D 66
 NV0605  PID         -  NV0605
 NV0605  STATE/COUNTY-  ID/OWYHEE
 NV0605  USGS QUAD   -  DISHPAN (1979)
 NV0605
 NV0605                         *CURRENT SURVEY CONTROL
 NV0605  ___________________________________________________________________
 NV0605* NAD 83(1986)-  42 02 32.     (N)    115 22 37.     (W)     SCALED    
 NV0605* NAVD 88     -      1546.746  (meters)    5074.62   (feet)  ADJUSTED  
 NV0605  ___________________________________________________________________
 NV0605  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 NV0605  DYNAMIC HT  -        1545.630 (meters)    5070.95  (feet)  COMP
 NV0605  MODELED GRAV-     979,846.4   (mgal)                       NAVD 88
 NV0605
 NV0605  VERT ORDER  -  SECOND    CLASS 0
 NV0605
 NV0605.The horizontal coordinates were scaled from a topographic map and have
 NV0605.an estimated accuracy of +/- 6 seconds.
 NV0605
 NV0605.The orthometric height was determined by differential leveling
 NV0605.and adjusted by the National Geodetic Survey in June 1991..
 NV0605
 NV0605.The geoid height was determined by GEOID03.
 NV0605
 NV0605.The dynamic height is computed by dividing the NAVD 88
 NV0605.geopotential number by the normal gravity value computed on the
 NV0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0605.degrees latitude (g = 980.6199 gals.).
 NV0605
 NV0605.The modeled gravity was interpolated from observed gravity values.
 NV0605
 NV0605;                    North         East    Units  Estimated Accuracy
 NV0605;SPC ID W     -    41,780.      830,890.      MT  (+/- 180 meters Scaled)
 NV0605
 NV0605                          SUPERSEDED SURVEY CONTROL
 NV0605
 NV0605  NGVD 29 (??/??/92) 1545.600  (m)         5070.86   (f) ADJ UNCH    2 0
 NV0605
 NV0605.Superseded values are not recommended for survey control.
 NV0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0605.See file dsdata.txt to determine how the superseded data were derived.
 NV0605
 NV0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG343557(NAD 83)
 NV0605_MARKER: DB = BENCH MARK DISK
 NV0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0605_STAMPING: D 66 1934
 NV0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0605+STABILITY: SURFACE MOTION
 NV0605
 NV0605  HISTORY     - Date     Condition        Report By
 NV0605  HISTORY     - 1934     MONUMENTED       CGS
 NV0605
 NV0605                          STATION DESCRIPTION
 NV0605
 NV0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0605'13.9 MI N FROM JARBIDGE, NV.
 NV0605'IN OWYHEE COUNTY, IDAHO, 13.9 MILES NORTH ALONG THE ROAD LEADING TO
 NV0605'THREE CREEK, IDAHO, FROM THE PUBLIC SCHOOL AT JARBIDGE, ELKO COUNTY,
 NV0605'NEVADA, 69 FEET NORTHWEST OF THE NORTHWEST BANK OF A CREEK, 30 FEET
 NV0605'SOUTHEAST OF THE FOOT OF A LARGE ROCKY BLUFF, AND 33 FEET NORTHWEST OF
 NV0605'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 66 1934 AND
 NV0605'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0203 ***********************************************************************
 NV0203  DESIGNATION -  D 67
 NV0203  PID         -  NV0203
 NV0203  STATE/COUNTY-  ID/TWIN FALLS
 NV0203  USGS QUAD   -  SALMON BUTTE (1977)
 NV0203
 NV0203                         *CURRENT SURVEY CONTROL
 NV0203  ___________________________________________________________________
 NV0203* NAD 83(1986)-  42 12 56.     (N)    114 42 12.     (W)     SCALED    
 NV0203* NAVD 88     -      1523.909  (meters)    4999.69   (feet)  ADJUSTED  
 NV0203  ___________________________________________________________________
 NV0203  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 NV0203  DYNAMIC HT  -        1522.877 (meters)    4996.31  (feet)  COMP
 NV0203  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 NV0203
 NV0203  VERT ORDER  -  SECOND    CLASS 0
 NV0203
 NV0203.The horizontal coordinates were scaled from a topographic map and have
 NV0203.an estimated accuracy of +/- 6 seconds.
 NV0203
 NV0203.The orthometric height was determined by differential leveling
 NV0203.and adjusted by the National Geodetic Survey in June 1991..
 NV0203
 NV0203.The geoid height was determined by GEOID03.
 NV0203
 NV0203.The dynamic height is computed by dividing the NAVD 88
 NV0203.geopotential number by the normal gravity value computed on the
 NV0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0203.degrees latitude (g = 980.6199 gals.).
 NV0203
 NV0203.The modeled gravity was interpolated from observed gravity values.
 NV0203
 NV0203;                    North         East    Units  Estimated Accuracy
 NV0203;SPC ID C     -    61,200.      441,930.      MT  (+/- 180 meters Scaled)
 NV0203
 NV0203                          SUPERSEDED SURVEY CONTROL
 NV0203
 NV0203  NGVD 29 (??/??/92) 1522.805  (m)         4996.07   (f) ADJ UNCH    2 0
 NV0203
 NV0203.Superseded values are not recommended for survey control.
 NV0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0203.See file dsdata.txt to determine how the superseded data were derived.
 NV0203
 NV0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG895762(NAD 83)
 NV0203_MARKER: DB = BENCH MARK DISK
 NV0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0203_STAMPING: D 67 1934
 NV0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0203+STABILITY: SURFACE MOTION
 NV0203
 NV0203  HISTORY     - Date     Condition        Report By
 NV0203  HISTORY     - 1934     MONUMENTED       CGS
 NV0203
 NV0203                          STATION DESCRIPTION
 NV0203
 NV0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0203'5.4 MI W FROM ROGERSON.
 NV0203'5.4 MILES WEST ALONG THE ROAD LEADING TO THREE CREEK FROM THE UNION
 NV0203'PACIFIC RAILWAY STATION AT ROGERSON, TWIN FALLS COUNTY, 0.2 MILE EAST
 NV0203'OF A SHARP CURVE, 110 FEET SOUTHWEST OF A POLE, AND 51 FEET SOUTH OF
 NV0203'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 67 1934 AND
 NV0203'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0428 ***********************************************************************
 NV0428  DESIGNATION -  D 68
 NV0428  PID         -  NV0428
 NV0428  STATE/COUNTY-  ID/TWIN FALLS
 NV0428  USGS QUAD   -  FILER (1992)
 NV0428
 NV0428                         *CURRENT SURVEY CONTROL
 NV0428  ___________________________________________________________________
 NV0428* NAD 83(1986)-  42 30 45.     (N)    114 34 35.     (W)     SCALED    
 NV0428* NAVD 88     -      1235.171  (meters)    4052.39   (feet)  ADJUSTED  
 NV0428  ___________________________________________________________________
 NV0428  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV0428  DYNAMIC HT  -        1234.487 (meters)    4050.15  (feet)  COMP
 NV0428  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 NV0428
 NV0428  VERT ORDER  -  SECOND    CLASS 0
 NV0428
 NV0428.The horizontal coordinates were scaled from a topographic map and have
 NV0428.an estimated accuracy of +/- 6 seconds.
 NV0428
 NV0428.The orthometric height was determined by differential leveling
 NV0428.and adjusted by the National Geodetic Survey in June 1991..
 NV0428
 NV0428.The geoid height was determined by GEOID03.
 NV0428
 NV0428.The dynamic height is computed by dividing the NAVD 88
 NV0428.geopotential number by the normal gravity value computed on the
 NV0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0428.degrees latitude (g = 980.6199 gals.).
 NV0428
 NV0428.The modeled gravity was interpolated from observed gravity values.
 NV0428
 NV0428;                    North         East    Units  Estimated Accuracy
 NV0428;SPC ID C     -    94,110.      452,630.      MT  (+/- 180 meters Scaled)
 NV0428
 NV0428                          SUPERSEDED SURVEY CONTROL
 NV0428
 NV0428  NGVD 29 (??/??/92) 1234.249  (m)         4049.37   (f) ADJ UNCH    2 0
 NV0428
 NV0428.Superseded values are not recommended for survey control.
 NV0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0428.See file dsdata.txt to determine how the superseded data were derived.
 NV0428
 NV0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH991095(NAD 83)
 NV0428_MARKER: DB = BENCH MARK DISK
 NV0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0428_STAMPING: D 68 1934
 NV0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0428+STABILITY: SURFACE MOTION
 NV0428
 NV0428  HISTORY     - Date     Condition        Report By
 NV0428  HISTORY     - 1934     MONUMENTED       CGS
 NV0428  HISTORY     - 1958     GOOD             NGS
 NV0428  HISTORY     - 1963     GOOD             NGS
 NV0428
 NV0428                          STATION DESCRIPTION
 NV0428
 NV0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NV0428'7.0 MI SW FROM TWIN FALLS.
 NV0428'7.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0428'AT TWIN FALLS, 0.1 MILE SOUTHWEST OF THE CROSSING OF U.S. HIGHWAY 93,
 NV0428'4 FEET SOUTH OF MILEPOLE 7, 40 FEET NORTHWEST OF THE NORTHWEST RAIL,
 NV0428'15 FEET SOUTH OF A FENCE CORNER POST, 10 FEET SOUTHEAST OF A FENCE,
 NV0428'AOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 NV0428'PROJECTING 3 INCHES ABOVE THE GROUND.
 NV0428
 NV0428                          STATION RECOVERY (1963)
 NV0428
 NV0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NV0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0271 ***********************************************************************
 NV0271  DESIGNATION -  D 69 RESET
 NV0271  PID         -  NV0271
 NV0271  STATE/COUNTY-  ID/JEROME
 NV0271  USGS QUAD   -  JEROME (1982)
 NV0271
 NV0271                         *CURRENT SURVEY CONTROL
 NV0271  ___________________________________________________________________
 NV0271* NAD 83(1986)-  42 44 04.     (N)    114 34 39.     (W)     SCALED    
 NV0271* NAVD 88     -      1093.464  (meters)    3587.47   (feet)  ADJUSTED  
 NV0271  ___________________________________________________________________
 NV0271  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 NV0271  DYNAMIC HT  -        1092.907 (meters)    3585.65  (feet)  COMP
 NV0271  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 NV0271
 NV0271  VERT ORDER  -  FIRST     CLASS II
 NV0271
 NV0271.The horizontal coordinates were scaled from a topographic map and have
 NV0271.an estimated accuracy of +/- 6 seconds.
 NV0271
 NV0271.The orthometric height was determined by differential leveling
 NV0271.and adjusted by the National Geodetic Survey in January 1993..
 NV0271
 NV0271.The geoid height was determined by GEOID03.
 NV0271
 NV0271.The dynamic height is computed by dividing the NAVD 88
 NV0271.geopotential number by the normal gravity value computed on the
 NV0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0271.degrees latitude (g = 980.6199 gals.).
 NV0271
 NV0271.The modeled gravity was interpolated from observed gravity values.
 NV0271
 NV0271;                    North         East    Units  Estimated Accuracy
 NV0271;SPC ID C     -   118,760.      452,710.      MT  (+/- 180 meters Scaled)
 NV0271
 NV0271                          SUPERSEDED SURVEY CONTROL
 NV0271
 NV0271.No superseded survey control is available for this station.
 NV0271
 NV0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH983341(NAD 83)
 NV0271_MARKER: DB = BENCH MARK DISK
 NV0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0271_SP_SET: CONCRETE POST
 NV0271_STAMPING: D 69 RESET 1972
 NV0271_MARK LOGO: CGS   
 NV0271_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0271+STABILITY: SURFACE MOTION
 NV0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NV0271+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 NV0271
 NV0271  HISTORY     - Date     Condition        Report By
 NV0271  HISTORY     - 1972     MONUMENTED       NGS
 NV0271  HISTORY     - 19920713 GOOD             NGS
 NV0271  HISTORY     - 20031112 GOOD             YERION
 NV0271
 NV0271                          STATION DESCRIPTION
 NV0271
 NV0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NV0271'2.0 MI W FROM JEROME.
 NV0271'6.7 MILES EAST OF THE JUNCTION OF STATE HIGHWAY 25, AND INTERSTATE 80N
 NV0271'AT THE SOUTH EDGE OF WENDELL, 1.8 MILES WEST ALONG INTERSTATE 80N FROM
 NV0271'THE JUNCTION OF STATE HIGHWAY 25, AND INTERSTATE 80N AT THE WEST EDGE
 NV0271'OF JEROME, 75 FEET NORTH OF THE CENTER OF INTERSTATE 80N WESTBOUND, 62
 NV0271'FEET EAST OF A POWER POLE, 51 FEET SOUTH OF THE NEAREST RAIL OF THE
 NV0271'RAILROAD TRACKS, 11 FEET WEST OF A CONCRETE PILLAR SUPPORTING AN
 NV0271'OVERPASS WHERE A COUNTY ROAD PASSES OVER THE FREEWAY, AND 1 FOOT SOUTH
 NV0271'OF A METAL WITNESS POST THAT WAS PLACED IN THE RIGHT-OF-WAY FENCE SET
 NV0271'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 NV0271
 NV0271                          STATION RECOVERY (1992)
 NV0271
 NV0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0271'2.9 KM (1.80 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0271'JUNCTION OF STATE HIGHWAY 25 (EXIT 165) IN JEROME, 23.0 M (75.5 FT)
 NV0271'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 3.5 M
 NV0271'(11.5 FT) WEST OF THE WEST COLUMN OF THE FIRST PIER SOUTH OF THE
 NV0271'NORTH ABUTMENT OF AN OVERPASS, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 NV0271'HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND THE
 NV0271'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 NV0271
 NV0271                          STATION RECOVERY (2003)
 NV0271
 NV0271'RECOVERY NOTE BY GEORGE YERION 2003 (GY)
 NV0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0587 ***********************************************************************
 NV0587  DESIGNATION -  D 70
 NV0587  PID         -  NV0587
 NV0587  STATE/COUNTY-  ID/OWYHEE
 NV0587  USGS QUAD   -  SALLS CROSSING (1979)
 NV0587
 NV0587                         *CURRENT SURVEY CONTROL
 NV0587  ___________________________________________________________________
 NV0587* NAD 83(1986)-  42 07 42.     (N)    115 15 02.     (W)     SCALED    
 NV0587* NAVD 88     -      1605.515  (meters)    5267.43   (feet)  ADJUSTED  
 NV0587  ___________________________________________________________________
 NV0587  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 NV0587  DYNAMIC HT  -        1604.369 (meters)    5263.67  (feet)  COMP
 NV0587  MODELED GRAV-     979,852.2   (mgal)                       NAVD 88
 NV0587
 NV0587  VERT ORDER  -  SECOND    CLASS 0
 NV0587
 NV0587.The horizontal coordinates were scaled from a topographic map and have
 NV0587.an estimated accuracy of +/- 6 seconds.
 NV0587
 NV0587.The orthometric height was determined by differential leveling
 NV0587.and adjusted by the National Geodetic Survey in June 1991..
 NV0587
 NV0587.The geoid height was determined by GEOID03.
 NV0587
 NV0587.The dynamic height is computed by dividing the NAVD 88
 NV0587.geopotential number by the normal gravity value computed on the
 NV0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0587.degrees latitude (g = 980.6199 gals.).
 NV0587
 NV0587.The modeled gravity was interpolated from observed gravity values.
 NV0587
 NV0587;                    North         East    Units  Estimated Accuracy
 NV0587;SPC ID W     -    51,400.      841,290.      MT  (+/- 180 meters Scaled)
 NV0587
 NV0587                          SUPERSEDED SURVEY CONTROL
 NV0587
 NV0587  NGVD 29 (??/??/92) 1604.372  (m)         5263.68   (f) ADJ UNCH    2 0
 NV0587
 NV0587.Superseded values are not recommended for survey control.
 NV0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0587.See file dsdata.txt to determine how the superseded data were derived.
 NV0587
 NV0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG445655(NAD 83)
 NV0587_MARKER: DB = BENCH MARK DISK
 NV0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0587_STAMPING: D 70 1934
 NV0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0587+STABILITY: SURFACE MOTION
 NV0587
 NV0587  HISTORY     - Date     Condition        Report By
 NV0587  HISTORY     - 1934     MONUMENTED       CGS
 NV0587  HISTORY     - 1974     GOOD             USGS
 NV0587
 NV0587                          STATION DESCRIPTION
 NV0587
 NV0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0587'5.9 MI NW FROM THREE CREEK.
 NV0587'5.9 MILES NORTHWEST ALONG THE ROAD TO HOT SPRINGS FROM THE SCHOOLHOUSE
 NV0587'AT THREE CREEK, 122 FEET EAST OF A ROAD PASSING UNDER A
 NV0587'POWER-TRANSMISSION LINE, 80 FEET WEST OF A SMALL WOODEN BRIDGE, 36
 NV0587'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET EAST OF A FENCE
 NV0587'CORNER, AND 2 FEET NORTHEAST OF A FENCE LINE.  SET IN THE TOP OF A
 NV0587'CONCRETE POST.
 NV0587
 NV0587                          STATION RECOVERY (1974)
 NV0587
 NV0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0587'THREE CREEK, (CREEK AT HIGHWAY CROSSING), WEST ON HIGHWAY 3.55 MILES.
 NV0587'THENCE NORTH ON DIRT ROAD 4.3 MILES TO ROAD INT., THENCE NORTH 0.2
 NV0587'MILES TO BM D 70. BM D70 IS 9 FEET SOUTH OF FENCE CORNER, 1 FOOT EAST
 NV0587'OF FENCELINE, 40 FEET WEST OF THE CENTERLINE OF ROAD. A STANDARD DISK
 NV0587'SET IN CONCRETE POST STAMPED D 70 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0327 ***********************************************************************
 OH0327  DESIGNATION -  D 72
 OH0327  PID         -  OH0327
 OH0327  STATE/COUNTY-  ID/OWYHEE
 OH0327  USGS QUAD   -  OREANA (1992)
 OH0327
 OH0327                         *CURRENT SURVEY CONTROL
 OH0327  ___________________________________________________________________
 OH0327* NAD 83(1986)-  43 03 17.     (N)    116 23 51.     (W)     SCALED    
 OH0327* NAVD 88     -       862.792  (meters)    2830.68   (feet)  ADJUSTED  
 OH0327  ___________________________________________________________________
 OH0327  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 OH0327  DYNAMIC HT  -         862.400 (meters)    2829.39  (feet)  COMP
 OH0327  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 OH0327
 OH0327  VERT ORDER  -  SECOND    CLASS 0
 OH0327
 OH0327.The horizontal coordinates were scaled from a topographic map and have
 OH0327.an estimated accuracy of +/- 6 seconds.
 OH0327
 OH0327.The orthometric height was determined by differential leveling
 OH0327.and adjusted by the National Geodetic Survey in June 1991..
 OH0327
 OH0327.The geoid height was determined by GEOID03.
 OH0327
 OH0327.The dynamic height is computed by dividing the NAVD 88
 OH0327.geopotential number by the normal gravity value computed on the
 OH0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0327.degrees latitude (g = 980.6199 gals.).
 OH0327
 OH0327.The modeled gravity was interpolated from observed gravity values.
 OH0327
 OH0327;                    North         East    Units  Estimated Accuracy
 OH0327;SPC ID W     -   154,380.      747,250.      MT  (+/- 180 meters Scaled)
 OH0327
 OH0327                          SUPERSEDED SURVEY CONTROL
 OH0327
 OH0327  NGVD 29 (??/??/92)  861.829  (m)         2827.52   (f) ADJ UNCH    2 0
 OH0327
 OH0327.Superseded values are not recommended for survey control.
 OH0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0327.See file dsdata.txt to determine how the superseded data were derived.
 OH0327
 OH0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH490670(NAD 83)
 OH0327_MARKER: DB = BENCH MARK DISK
 OH0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0327_SP_SET: CONCRETE POST
 OH0327_STAMPING: D 72 1934
 OH0327_MARK LOGO: CGS   
 OH0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0327+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1964
 OH0327
 OH0327  HISTORY     - Date     Condition        Report By
 OH0327  HISTORY     - 1934     MONUMENTED       CGS
 OH0327  HISTORY     - 1962     GOOD             NGS
 OH0327  HISTORY     - 19640821 GOOD             USGS
 OH0327  HISTORY     - 19990524 MARK NOT FOUND   IDTD
 OH0327
 OH0327                          STATION DESCRIPTION
 OH0327
 OH0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0327'0.2 MI W FROM OREANA.
 OH0327'0.2 MILE WEST ALONG SAND ROAD FROM ROBINSONS STORE AT OREANA, 0.1 MILE
 OH0327'EAST OF A DWELLING, 80 FEET NORTH OF AN EAST-WEST FENCE LINE, 20 FEET
 OH0327'NORTH OF THE CENTER OF THE SAND ROAD AND 1 FOOT WEST OF A STEEL
 OH0327'WITNESS POST.  THE MARK PROJECTS 1 INCH.
 OH0327
 OH0327                          STATION RECOVERY (1964)
 OH0327
 OH0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OH0327'RECOVERED IN GOOD CONDITION.
 OH0327
 OH0327                          STATION RECOVERY (1999)
 OH0327
 OH0327'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 OH0327'DUE TO ROAD CONSTRUCTION IN THIS AREA THIS MARK APPEARS TO HAVE BEEN
 OH0327'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0421 ***********************************************************************
 OZ0421  DESIGNATION -  D 73
 OZ0421  PID         -  OZ0421
 OZ0421  STATE/COUNTY-  ID/ELMORE
 OZ0421  USGS QUAD   -  KING HILL (1986)
 OZ0421
 OZ0421                         *CURRENT SURVEY CONTROL
 OZ0421  ___________________________________________________________________
 OZ0421* NAD 83(1986)-  43 00 03.     (N)    115 10 51.     (W)     SCALED    
 OZ0421* NAVD 88     -       772.759  (meters)    2535.29   (feet)  ADJUSTED  
 OZ0421  ___________________________________________________________________
 OZ0421  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 OZ0421  DYNAMIC HT  -         772.433 (meters)    2534.22  (feet)  COMP
 OZ0421  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 OZ0421
 OZ0421  VERT ORDER  -  FIRST     CLASS II
 OZ0421
 OZ0421.The horizontal coordinates were scaled from a topographic map and have
 OZ0421.an estimated accuracy of +/- 6 seconds.
 OZ0421
 OZ0421.The orthometric height was determined by differential leveling
 OZ0421.and adjusted by the National Geodetic Survey in June 1991..
 OZ0421
 OZ0421.The geoid height was determined by GEOID03.
 OZ0421
 OZ0421.The dynamic height is computed by dividing the NAVD 88
 OZ0421.geopotential number by the normal gravity value computed on the
 OZ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0421.degrees latitude (g = 980.6199 gals.).
 OZ0421
 OZ0421.The modeled gravity was interpolated from observed gravity values.
 OZ0421
 OZ0421;                    North         East    Units  Estimated Accuracy
 OZ0421;SPC ID W     -   148,350.      846,410.      MT  (+/- 180 meters Scaled)
 OZ0421
 OZ0421                          SUPERSEDED SURVEY CONTROL
 OZ0421
 OZ0421  NGVD 29 (??/??/92)  771.972  (m)         2532.71   (f) ADJ UNCH    1 2
 OZ0421
 OZ0421.Superseded values are not recommended for survey control.
 OZ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0421.See file dsdata.txt to determine how the superseded data were derived.
 OZ0421
 OZ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH482625(NAD 83)
 OZ0421_MARKER: DB = BENCH MARK DISK
 OZ0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0421_SP_SET: BRIDGE
 OZ0421_STAMPING: D 73 1934
 OZ0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0421
 OZ0421  HISTORY     - Date     Condition        Report By
 OZ0421  HISTORY     - 1934     MONUMENTED       CGS
 OZ0421  HISTORY     - 1958     MARK NOT FOUND   USGS
 OZ0421
 OZ0421                          STATION DESCRIPTION
 OZ0421
 OZ0421'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OZ0421'1.2 MI E FROM KING HILL.
 OZ0421'1.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OZ0421'KING HILL, ELMORE COUNTY, 65 FEET EAST OF MILEPOST 366, AT CONCRETE
 OZ0421'BRIDGE 385.86, IN THE NORTHEAST CORNER, AND 8 FEET NORTH OF THE
 OZ0421'CENTERLINE OF THE NORTH TRACK.  A STANDARD DISK, STAMPED D 73 1934.
 OZ0421'NOTE-- APPARENTLY A NEW BRIDGE HAS BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0376 ***********************************************************************
 OH0376  DESIGNATION -  D 74
 OH0376  PID         -  OH0376
 OH0376  STATE/COUNTY-  ID/CANYON
 OH0376  USGS QUAD   -  MELBA (1992)
 OH0376
 OH0376                         *CURRENT SURVEY CONTROL
 OH0376  ___________________________________________________________________
 OH0376* NAD 83(1986)-  43 28 58.     (N)    116 32 08.     (W)     SCALED    
 OH0376* NAVD 88     -       794.445  (meters)    2606.44   (feet)  ADJUSTED  
 OH0376  ___________________________________________________________________
 OH0376  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 OH0376  DYNAMIC HT  -         794.155 (meters)    2605.49  (feet)  COMP
 OH0376  MODELED GRAV-     980,228.1   (mgal)                       NAVD 88
 OH0376
 OH0376  VERT ORDER  -  SECOND    CLASS 0
 OH0376
 OH0376.The horizontal coordinates were scaled from a topographic map and have
 OH0376.an estimated accuracy of +/- 6 seconds.
 OH0376
 OH0376.The orthometric height was determined by differential leveling
 OH0376.and adjusted by the National Geodetic Survey in June 1991..
 OH0376
 OH0376.The geoid height was determined by GEOID03.
 OH0376
 OH0376.The dynamic height is computed by dividing the NAVD 88
 OH0376.geopotential number by the normal gravity value computed on the
 OH0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0376.degrees latitude (g = 980.6199 gals.).
 OH0376
 OH0376.The modeled gravity was interpolated from observed gravity values.
 OH0376
 OH0376;                    North         East    Units  Estimated Accuracy
 OH0376;SPC ID W     -   202,030.      736,450.      MT  (+/- 180 meters Scaled)
 OH0376
 OH0376                          SUPERSEDED SURVEY CONTROL
 OH0376
 OH0376  NGVD 29 (??/??/92)  793.508  (m)         2603.37   (f) ADJ UNCH    2 0
 OH0376
 OH0376.Superseded values are not recommended for survey control.
 OH0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0376.See file dsdata.txt to determine how the superseded data were derived.
 OH0376
 OH0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ375145(NAD 83)
 OH0376_MARKER: DB = BENCH MARK DISK
 OH0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0376_STAMPING: D 74 1934
 OH0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0376+STABILITY: SURFACE MOTION
 OH0376
 OH0376  HISTORY     - Date     Condition        Report By
 OH0376  HISTORY     - 1934     MONUMENTED       CGS
 OH0376  HISTORY     - 1965     GOOD             NGS
 OH0376
 OH0376                          STATION DESCRIPTION
 OH0376
 OH0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 OH0376'7.0 MI S FROM NAMPA.
 OH0376'7.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OH0376'NAMPA, 0.4 MILE SOUTH OF WHERE A MACADAM ROAD CROSSES THE RAILROAD
 OH0376'TRACKS, 99 FEET WEST OF THE NEAREST RAIL, 92 FEET SOUTHWEST OF MILE
 OH0376'POST NO. 7, 1 1/2 FEET WEST OF THE RIGHT-OF-WAY FENCE AND 0.5 FOOT
 OH0376'NORTH OF A METAL WITNESS POST.  SET IN THE TOP OF A CYLINDRICAL
 OH0376'CONCRETE MONUMENT THAT PROJECTS 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0818 ***********************************************************************
 NU0818  DESIGNATION -  D 75
 NU0818  PID         -  NU0818
 NU0818  STATE/COUNTY-  ID/BLAINE
 NU0818  USGS QUAD   -  BEAR TRAP CAVE (1972)
 NU0818
 NU0818                         *CURRENT SURVEY CONTROL
 NU0818  ___________________________________________________________________
 NU0818* NAD 83(1986)-  42 59 03.     (N)    113 21 04.     (W)     SCALED    
 NU0818* NAVD 88     -      1453.348  (meters)    4768.19   (feet)  ADJUSTED  
 NU0818  ___________________________________________________________________
 NU0818  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 NU0818  DYNAMIC HT  -        1452.535 (meters)    4765.53  (feet)  COMP
 NU0818  MODELED GRAV-     980,009.8   (mgal)                       NAVD 88
 NU0818
 NU0818  VERT ORDER  -  SECOND    CLASS 0
 NU0818
 NU0818.The horizontal coordinates were scaled from a topographic map and have
 NU0818.an estimated accuracy of +/- 6 seconds.
 NU0818
 NU0818.The orthometric height was determined by differential leveling
 NU0818.and adjusted by the National Geodetic Survey in June 1991..
 NU0818
 NU0818.The geoid height was determined by GEOID03.
 NU0818
 NU0818.The dynamic height is computed by dividing the NAVD 88
 NU0818.geopotential number by the normal gravity value computed on the
 NU0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0818.degrees latitude (g = 980.6199 gals.).
 NU0818
 NU0818.The modeled gravity was interpolated from observed gravity values.
 NU0818
 NU0818;                    North         East    Units  Estimated Accuracy
 NU0818;SPC ID C     -   146,540.      552,920.      MT  (+/- 180 meters Scaled)
 NU0818
 NU0818                          SUPERSEDED SURVEY CONTROL
 NU0818
 NU0818  NGVD 29 (??/??/92) 1452.334  (m)         4764.87   (f) ADJ UNCH    2 0
 NU0818
 NU0818.Superseded values are not recommended for survey control.
 NU0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0818.See file dsdata.txt to determine how the superseded data were derived.
 NU0818
 NU0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN083617(NAD 83)
 NU0818_MARKER: DB = BENCH MARK DISK
 NU0818_SETTING: 66 = SET IN ROCK OUTCROP
 NU0818_SP_SET: BEDROCK
 NU0818_STAMPING: D 75 1958
 NU0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0818+STABILITY: POSITION/ELEVATION WELL
 NU0818
 NU0818  HISTORY     - Date     Condition        Report By
 NU0818  HISTORY     - 1958     MONUMENTED       CGS
 NU0818
 NU0818                          STATION DESCRIPTION
 NU0818
 NU0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0818'19.4 MI NE FROM MINIDOKA.
 NU0818'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0818'MINIDOKA, THENCE 5.2 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 NU0818'THENCE 14.0 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD, 0.15 MILE
 NU0818'SOUTHWEST OF THE JUNCTION OF AN EAST-WEST DIRT ROAD, NORTHEAST AND
 NU0818'ACROSS THE ROAD FROM THE MOUTH OF A MAMOUTH LAVA ROCK CAVE, IN THE TOP
 NU0818'OF LAVA BEDROCK, 57 FEET NORTHEAST OF THE CENTER OF THE Y JUNCTION OF
 NU0818'A DIRT ROAD NORTHWEST, 38 FEET EAST OF THE CENTER LINE OF THE MAIN
 NU0818'ROAD, 56 1/2 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 NU0818'ROAD, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0146 ***********************************************************************
 NV0146  DESIGNATION -  D 76
 NV0146  PID         -  NV0146
 NV0146  STATE/COUNTY-  ID/CASSIA
 NV0146  USGS QUAD   -  MILNER BUTTE (1992)
 NV0146
 NV0146                         *CURRENT SURVEY CONTROL
 NV0146  ___________________________________________________________________
 NV0146* NAD 83(1986)-  42 28 08.     (N)    114 02 20.     (W)     SCALED    
 NV0146* NAVD 88     -      1304.980  (meters)    4281.42   (feet)  ADJUSTED  
 NV0146  ___________________________________________________________________
 NV0146  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 NV0146  DYNAMIC HT  -        1304.228 (meters)    4278.95  (feet)  COMP
 NV0146  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 NV0146
 NV0146  VERT ORDER  -  SECOND    CLASS 0
 NV0146
 NV0146.The horizontal coordinates were scaled from a topographic map and have
 NV0146.an estimated accuracy of +/- 6 seconds.
 NV0146
 NV0146.The orthometric height was determined by differential leveling
 NV0146.and adjusted by the National Geodetic Survey in June 1991..
 NV0146
 NV0146.The geoid height was determined by GEOID03.
 NV0146
 NV0146.The dynamic height is computed by dividing the NAVD 88
 NV0146.geopotential number by the normal gravity value computed on the
 NV0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0146.degrees latitude (g = 980.6199 gals.).
 NV0146
 NV0146.The modeled gravity was interpolated from observed gravity values.
 NV0146
 NV0146;                    North         East    Units  Estimated Accuracy
 NV0146;SPC ID C     -    89,100.      496,800.      MT  (+/- 180 meters Scaled)
 NV0146
 NV0146                          SUPERSEDED SURVEY CONTROL
 NV0146
 NV0146  NGVD 29 (??/??/92) 1303.993  (m)         4278.18   (f) ADJ UNCH    2 0
 NV0146
 NV0146.Superseded values are not recommended for survey control.
 NV0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0146.See file dsdata.txt to determine how the superseded data were derived.
 NV0146
 NV0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH434060(NAD 83)
 NV0146_MARKER: DB = BENCH MARK DISK
 NV0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0146_STAMPING: D 76 1958
 NV0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0146+STABILITY: SURFACE MOTION
 NV0146
 NV0146  HISTORY     - Date     Condition        Report By
 NV0146  HISTORY     - 1958     MONUMENTED       CGS
 NV0146
 NV0146                          STATION DESCRIPTION
 NV0146
 NV0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0146'3.95 MI S FROM MILNER.
 NV0146'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE MILNER BEAN
 NV0146'GROWERS WAREHOUSE AT MILNER, THENCE 2.6 MILES SOUTH ALONG AN ASPHALT
 NV0146'ROAD, THENCE 0.5 MILE SOUTHWEST ALONG U. S. HIGHWAY 30, THENCE 0.45
 NV0146'MILE SOUTH ALONG A DIRT ROAD, 0.4 MILE NORTH OF THE INTERSECTION OF A
 NV0146'NORTHEAST-SOUTHWEST TRACK ROAD, ON THE TOP OF A SLIGHT RISE, 40 FEET
 NV0146'EAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A WITNESS POST,
 NV0146'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 NV0146'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0153 ***********************************************************************
 NV0153  DESIGNATION -  D 77
 NV0153  PID         -  NV0153
 NV0153  STATE/COUNTY-  ID/TWIN FALLS
 NV0153  USGS QUAD   -  STRICKER BUTTE (1979)
 NV0153
 NV0153                         *CURRENT SURVEY CONTROL
 NV0153  ___________________________________________________________________
 NV0153* NAD 83(1986)-  42 27 46.     (N)    114 18 20.     (W)     SCALED    
 NV0153* NAVD 88     -      1252.057  (meters)    4107.79   (feet)  ADJUSTED  
 NV0153  ___________________________________________________________________
 NV0153  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 NV0153  DYNAMIC HT  -        1251.340 (meters)    4105.44  (feet)  COMP
 NV0153  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 NV0153
 NV0153  VERT ORDER  -  SECOND    CLASS 0
 NV0153
 NV0153.The horizontal coordinates were scaled from a topographic map and have
 NV0153.an estimated accuracy of +/- 6 seconds.
 NV0153
 NV0153.The orthometric height was determined by differential leveling
 NV0153.and adjusted by the National Geodetic Survey in June 1991..
 NV0153
 NV0153.The geoid height was determined by GEOID03.
 NV0153
 NV0153.The dynamic height is computed by dividing the NAVD 88
 NV0153.geopotential number by the normal gravity value computed on the
 NV0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0153.degrees latitude (g = 980.6199 gals.).
 NV0153
 NV0153.The modeled gravity was interpolated from observed gravity values.
 NV0153
 NV0153;                    North         East    Units  Estimated Accuracy
 NV0153;SPC ID C     -    88,470.      474,870.      MT  (+/- 180 meters Scaled)
 NV0153
 NV0153                          SUPERSEDED SURVEY CONTROL
 NV0153
 NV0153  NGVD 29 (??/??/92) 1251.102  (m)         4104.66   (f) ADJ UNCH    2 0
 NV0153
 NV0153.Superseded values are not recommended for survey control.
 NV0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0153.See file dsdata.txt to determine how the superseded data were derived.
 NV0153
 NV0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH215046(NAD 83)
 NV0153_MARKER: DB = BENCH MARK DISK
 NV0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0153_SP_SET: CULVERT
 NV0153_STAMPING: D 77 1958
 NV0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0153
 NV0153  HISTORY     - Date     Condition        Report By
 NV0153  HISTORY     - 1958     MONUMENTED       CGS
 NV0153  HISTORY     - 1979     MARK NOT FOUND   USGS
 NV0153
 NV0153                          STATION DESCRIPTION
 NV0153
 NV0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0153'4.9 MI S FROM HANSEN.
 NV0153'4.9 MILES SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCTION OF U.S.
 NV0153'HIGHWAY 30 AT HANSEN, ON THE INSIDE OF A CURVE, AT THE CROSSING OF
 NV0153'LATERAL 46, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL
 NV0153'FOR A 36-INCH PIPE CULVERT, 20 FEET EAST OF THE CENTER LINE OF THE
 NV0153'ROAD, LEVEL WITH THE ROAD, AND ABOUT 1 1/2 FEET ABOVE THE GROUND.
 NV0153
 NV0153                          STATION RECOVERY (1979)
 NV0153
 NV0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NV0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0363 ***********************************************************************
 OY0363  DESIGNATION -  D 78
 OY0363  PID         -  OY0363
 OY0363  STATE/COUNTY-  ID/BINGHAM
 OY0363  USGS QUAD   -  MORELAND (1971)
 OY0363
 OY0363                         *CURRENT SURVEY CONTROL
 OY0363  ___________________________________________________________________
 OY0363* NAD 83(1986)-  43 13 01.     (N)    112 29 39.     (W)     SCALED    
 OY0363* NAVD 88     -      1359.635  (meters)    4460.74   (feet)  ADJUSTED  
 OY0363  ___________________________________________________________________
 OY0363  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 OY0363  DYNAMIC HT  -        1358.909 (meters)    4458.35  (feet)  COMP
 OY0363  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 OY0363
 OY0363  VERT ORDER  -  SECOND    CLASS 0
 OY0363
 OY0363.The horizontal coordinates were scaled from a topographic map and have
 OY0363.an estimated accuracy of +/- 6 seconds.
 OY0363
 OY0363.The orthometric height was determined by differential leveling
 OY0363.and adjusted by the National Geodetic Survey in June 1991..
 OY0363
 OY0363.The geoid height was determined by GEOID03.
 OY0363
 OY0363.The dynamic height is computed by dividing the NAVD 88
 OY0363.geopotential number by the normal gravity value computed on the
 OY0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0363.degrees latitude (g = 980.6199 gals.).
 OY0363
 OY0363.The modeled gravity was interpolated from observed gravity values.
 OY0363
 OY0363;                    North         East    Units  Estimated Accuracy
 OY0363;SPC ID E     -   172,250.      173,390.      MT  (+/- 180 meters Scaled)
 OY0363
 OY0363                          SUPERSEDED SURVEY CONTROL
 OY0363
 OY0363  NGVD 29 (??/??/92) 1358.605  (m)         4457.36   (f) ADJ UNCH    2 0
 OY0363
 OY0363.Superseded values are not recommended for survey control.
 OY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0363.See file dsdata.txt to determine how the superseded data were derived.
 OY0363
 OY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN786859(NAD 83)
 OY0363_MARKER: DB = BENCH MARK DISK
 OY0363_SETTING: 66 = SET IN ROCK OUTCROP
 OY0363_SP_SET: ROCK OUTCROP
 OY0363_STAMPING: D 78 1958
 OY0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0363+STABILITY: POSITION/ELEVATION WELL
 OY0363
 OY0363  HISTORY     - Date     Condition        Report By
 OY0363  HISTORY     - 1958     MONUMENTED       CGS
 OY0363
 OY0363                          STATION DESCRIPTION
 OY0363
 OY0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0363'2.9 MI NE FROM ROCKFORD.
 OY0363'2.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM PETERSONS
 OY0363'IGA FOOD LAND STORE AT ROCKFORD, 9 1/2 POLES SOUTHWEST OF MILEPOLE 1,
 OY0363'IN THE TOP OF A 4-BY 4 1/2-FOOT LAVA OUTCROP, 131 FEET SOUTHEAST OF
 OY0363'THE CENTER OF THE CROSSING OF A TRACK ROAD, 115 FEET SOUTH OF THE
 OY0363'SOUTH RAIL, 96 FEET EAST OF THE CENTER LINE OF THE ROAD, AND MARKED BY
 OY0363'THE YELLOW PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0687 ***********************************************************************
 NU0687  DESIGNATION -  D 79
 NU0687  PID         -  NU0687
 NU0687  STATE/COUNTY-  ID/BINGHAM
 NU0687  USGS QUAD   -  ABERDEEN (1971)
 NU0687
 NU0687                         *CURRENT SURVEY CONTROL
 NU0687  ___________________________________________________________________
 NU0687* NAD 83(1986)-  42 55 20.     (N)    112 50 57.     (W)     SCALED    
 NU0687* NAVD 88     -      1342.886  (meters)    4405.79   (feet)  ADJUSTED  
 NU0687  ___________________________________________________________________
 NU0687  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NU0687  DYNAMIC HT  -        1342.132 (meters)    4403.31  (feet)  COMP
 NU0687  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 NU0687
 NU0687  VERT ORDER  -  SECOND    CLASS 0
 NU0687
 NU0687.The horizontal coordinates were scaled from a topographic map and have
 NU0687.an estimated accuracy of +/- 6 seconds.
 NU0687
 NU0687.The orthometric height was determined by differential leveling
 NU0687.and adjusted by the National Geodetic Survey in June 1991..
 NU0687
 NU0687.The geoid height was determined by GEOID03.
 NU0687
 NU0687.The dynamic height is computed by dividing the NAVD 88
 NU0687.geopotential number by the normal gravity value computed on the
 NU0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0687.degrees latitude (g = 980.6199 gals.).
 NU0687
 NU0687.The modeled gravity was interpolated from observed gravity values.
 NU0687
 NU0687;                    North         East    Units  Estimated Accuracy
 NU0687;SPC ID E     -   139,690.      144,280.      MT  (+/- 180 meters Scaled)
 NU0687
 NU0687                          SUPERSEDED SURVEY CONTROL
 NU0687
 NU0687  NGVD 29 (??/??/92) 1341.855  (m)         4402.40   (f) ADJ UNCH    2 0
 NU0687
 NU0687.Superseded values are not recommended for survey control.
 NU0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0687.See file dsdata.txt to determine how the superseded data were derived.
 NU0687
 NU0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN490538(NAD 83)
 NU0687_MARKER: DB = BENCH MARK DISK
 NU0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0687_STAMPING: D 79 1958
 NU0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0687+STABILITY: SURFACE MOTION
 NU0687
 NU0687  HISTORY     - Date     Condition        Report By
 NU0687  HISTORY     - 1958     MONUMENTED       CGS
 NU0687
 NU0687                          STATION DESCRIPTION
 NU0687
 NU0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0687'1.9 MI S FROM ABERDEEN.
 NU0687'1.9 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 NU0687'ABERDEEN, IN LINE WITH A ROW OF POWER POLES, 81 FEET NORTHWEST OF THE
 NU0687'CENTER OF THE INTERSECTION OF AIRPORT ROAD LEADING WEST AND CALLABY
 NU0687'ROAD LEADING EAST, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 66
 NU0687'FEET NORTH OF THE CENTER LINE OF AIRPORT ROAD, 35 1/2 FEET NORTH OF
 NU0687'POWER POLE 238, 1.8 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A WITNESS
 NU0687'POST, 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 NU0687'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- COPPER NAIL AND
 NU0687'WASHER BENCH MARK AB IS LOCATED ABOUT 156 FEET SOUTH OF THE ABOVE
 NU0687'BENCH MARK, 90 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE
 NU0687'HIGHWAY AND THE ROAD, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 NU0687'IN THE WEST ROOT OF THE THIRD LOCUST TREE SOUTH OF THE NORTH END OF A
 NU0687'ROW OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0420 ***********************************************************************
 NU0420  DESIGNATION -  D 80
 NU0420  PID         -  NU0420
 NU0420  STATE/COUNTY-  ID/ONEIDA
 NU0420  USGS QUAD   -  STONE (1973)
 NU0420
 NU0420                         *CURRENT SURVEY CONTROL
 NU0420  ___________________________________________________________________
 NU0420* NAD 83(1986)-  42 03 55.     (N)    112 39 23.     (W)     SCALED    
 NU0420* NAVD 88     -      1417.657  (meters)    4651.10   (feet)  ADJUSTED  
 NU0420  ___________________________________________________________________
 NU0420  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NU0420  DYNAMIC HT  -        1416.710 (meters)    4647.99  (feet)  COMP
 NU0420  MODELED GRAV-     979,904.6   (mgal)                       NAVD 88
 NU0420
 NU0420  VERT ORDER  -  SECOND    CLASS 0
 NU0420
 NU0420.The horizontal coordinates were scaled from a topographic map and have
 NU0420.an estimated accuracy of +/- 6 seconds.
 NU0420
 NU0420.The orthometric height was determined by differential leveling
 NU0420.and adjusted by the National Geodetic Survey in June 1991..
 NU0420
 NU0420.The geoid height was determined by GEOID03.
 NU0420
 NU0420.The dynamic height is computed by dividing the NAVD 88
 NU0420.geopotential number by the normal gravity value computed on the
 NU0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0420.degrees latitude (g = 980.6199 gals.).
 NU0420
 NU0420.The modeled gravity was interpolated from observed gravity values.
 NU0420
 NU0420;                    North         East    Units  Estimated Accuracy
 NU0420;SPC ID E     -    44,390.      159,470.      MT  (+/- 180 meters Scaled)
 NU0420
 NU0420                          SUPERSEDED SURVEY CONTROL
 NU0420
 NU0420  NGVD 29 (??/??/92) 1416.601  (m)         4647.63   (f) ADJ UNCH    2 0
 NU0420
 NU0420.Superseded values are not recommended for survey control.
 NU0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0420.See file dsdata.txt to determine how the superseded data were derived.
 NU0420
 NU0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM629583(NAD 83)
 NU0420_MARKER: DB = BENCH MARK DISK
 NU0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0420_STAMPING: D 80 1934
 NU0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0420+STABILITY: SURFACE MOTION
 NU0420
 NU0420  HISTORY     - Date     Condition        Report By
 NU0420  HISTORY     - 1934     MONUMENTED       CGS
 NU0420  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0420
 NU0420                          STATION DESCRIPTION
 NU0420
 NU0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0420'6.8 MI S FROM SNOWVILLE.
 NU0420'6.8 MILES SOUTH ALONG THE ROAD LEADING TO SNOWVILLE, HOLBROOK, ONEIDA
 NU0420'COUNTY, IDAHO, ABOUT 80 YARDS SOUTHWEST OF A FARMHOUSE, AND 24 FEET
 NU0420'WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED D 80
 NU0420'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NU0420
 NU0420                          STATION RECOVERY (1973)
 NU0420
 NU0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1058 ***********************************************************************
 NU1058  DESIGNATION -  D 81
 NU1058  PID         -  NU1058
 NU1058  STATE/COUNTY-  ID/CASSIA
 NU1058  USGS QUAD   -  NAF (1976)
 NU1058
 NU1058                         *CURRENT SURVEY CONTROL
 NU1058  ___________________________________________________________________
 NU1058* NAD 83(1986)-  42 00 34.     (N)    113 22 09.     (W)     SCALED    
 NU1058* NAVD 88     -      1694.742  (meters)    5560.17   (feet)  ADJUSTED  
 NU1058  ___________________________________________________________________
 NU1058  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 NU1058  DYNAMIC HT  -        1693.530 (meters)    5556.19  (feet)  COMP
 NU1058  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 NU1058
 NU1058  VERT ORDER  -  SECOND    CLASS 0
 NU1058
 NU1058.The horizontal coordinates were scaled from a topographic map and have
 NU1058.an estimated accuracy of +/- 6 seconds.
 NU1058
 NU1058.The orthometric height was determined by differential leveling
 NU1058.and adjusted by the National Geodetic Survey in June 1991..
 NU1058
 NU1058.The geoid height was determined by GEOID03.
 NU1058
 NU1058.The dynamic height is computed by dividing the NAVD 88
 NU1058.geopotential number by the normal gravity value computed on the
 NU1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1058.degrees latitude (g = 980.6199 gals.).
 NU1058
 NU1058.The modeled gravity was interpolated from observed gravity values.
 NU1058
 NU1058;                    North         East    Units  Estimated Accuracy
 NU1058;SPC ID C     -    38,260.      552,260.      MT  (+/- 180 meters Scaled)
 NU1058
 NU1058                          SUPERSEDED SURVEY CONTROL
 NU1058
 NU1058  NGVD 29 (??/??/92) 1693.612  (m)         5556.46   (f) ADJ UNCH    2 0
 NU1058
 NU1058.Superseded values are not recommended for survey control.
 NU1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1058.See file dsdata.txt to determine how the superseded data were derived.
 NU1058
 NU1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM038535(NAD 83)
 NU1058_MARKER: DB = BENCH MARK DISK
 NU1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1058_STAMPING: D 81 1934
 NU1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1058+STABILITY: SURFACE MOTION
 NU1058
 NU1058  HISTORY     - Date     Condition        Report By
 NU1058  HISTORY     - 1934     MONUMENTED       CGS
 NU1058
 NU1058                          STATION DESCRIPTION
 NU1058
 NU1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU1058'2.2 MI E FROM STANROD.
 NU1058'2.2 MILES EAST ALONG THE ROAD LEADING TO STREVELL FROM THE CROSSROADS
 NU1058'AT STANROD, SOUTH OF A KNOLL, AND 25 FEET NORTH OF THE CENTER LINE OF
 NU1058'THE ROAD.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0430 ***********************************************************************
 NU0430  DESIGNATION -  D 82
 NU0430  PID         -  NU0430
 NU0430  STATE/COUNTY-  ID/ONEIDA
 NU0430  USGS QUAD   -  HOLBROOK (1973)
 NU0430
 NU0430                         *CURRENT SURVEY CONTROL
 NU0430  ___________________________________________________________________
 NU0430* NAD 83(1986)-  42 14 29.     (N)    112 44 55.     (W)     SCALED    
 NU0430* NAVD 88     -      1531.763  (meters)    5025.46   (feet)  ADJUSTED  
 NU0430  ___________________________________________________________________
 NU0430  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 NU0430  DYNAMIC HT  -        1530.724 (meters)    5022.05  (feet)  COMP
 NU0430  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 NU0430
 NU0430  VERT ORDER  -  SECOND    CLASS 0
 NU0430
 NU0430.The horizontal coordinates were scaled from a topographic map and have
 NU0430.an estimated accuracy of +/- 6 seconds.
 NU0430
 NU0430.The orthometric height was determined by differential leveling
 NU0430.and adjusted by the National Geodetic Survey in June 1991..
 NU0430
 NU0430.The geoid height was determined by GEOID03.
 NU0430
 NU0430.The dynamic height is computed by dividing the NAVD 88
 NU0430.geopotential number by the normal gravity value computed on the
 NU0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0430.degrees latitude (g = 980.6199 gals.).
 NU0430
 NU0430.The modeled gravity was interpolated from observed gravity values.
 NU0430
 NU0430;                    North         East    Units  Estimated Accuracy
 NU0430;SPC ID E     -    64,000.      151,970.      MT  (+/- 180 meters Scaled)
 NU0430
 NU0430                          SUPERSEDED SURVEY CONTROL
 NU0430
 NU0430  NGVD 29 (??/??/92) 1530.656  (m)         5021.83   (f) ADJ UNCH    2 0
 NU0430
 NU0430.Superseded values are not recommended for survey control.
 NU0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0430.See file dsdata.txt to determine how the superseded data were derived.
 NU0430
 NU0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM557780(NAD 83)
 NU0430_MARKER: DB = BENCH MARK DISK
 NU0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0430_SP_SET: CULVERT
 NU0430_STAMPING: D 82 1934
 NU0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0430
 NU0430  HISTORY     - Date     Condition        Report By
 NU0430  HISTORY     - 1934     MONUMENTED       CGS
 NU0430  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0430
 NU0430                          STATION DESCRIPTION
 NU0430
 NU0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0430'8.2 MI N FROM HOLBROOK.
 NU0430'8.2 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE SCHOOLHOUSE AT
 NU0430'HOLBROOK, ONEIDA COUNTY, AT A CONCRETE CULVERT, AND IN THE WEST HEAD
 NU0430'WALL.  A STANDARD DISK, STAMPED D 82 1934.
 NU0430
 NU0430                          STATION RECOVERY (1973)
 NU0430
 NU0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0904 ***********************************************************************
 NU0904  DESIGNATION -  D 83
 NU0904  PID         -  NU0904
 NU0904  STATE/COUNTY-  ID/CASSIA
 NU0904  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0904
 NU0904                         *CURRENT SURVEY CONTROL
 NU0904  ___________________________________________________________________
 NU0904* NAD 83(1986)-  42 31 04.     (N)    113 19 16.     (W)     SCALED    
 NU0904* NAVD 88     -      1332.883  (meters)    4372.97   (feet)  ADJUSTED  
 NU0904  ___________________________________________________________________
 NU0904  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NU0904  DYNAMIC HT  -        1332.075 (meters)    4370.32  (feet)  COMP
 NU0904  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 NU0904
 NU0904  VERT ORDER  -  SECOND    CLASS 0
 NU0904
 NU0904.The horizontal coordinates were scaled from a topographic map and have
 NU0904.an estimated accuracy of +/- 6 seconds.
 NU0904
 NU0904.The orthometric height was determined by differential leveling
 NU0904.and adjusted by the National Geodetic Survey in June 1991..
 NU0904
 NU0904.The geoid height was determined by GEOID03.
 NU0904
 NU0904.The dynamic height is computed by dividing the NAVD 88
 NU0904.geopotential number by the normal gravity value computed on the
 NU0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0904.degrees latitude (g = 980.6199 gals.).
 NU0904
 NU0904.The modeled gravity was interpolated from observed gravity values.
 NU0904
 NU0904;                    North         East    Units  Estimated Accuracy
 NU0904;SPC ID C     -    94,760.      555,790.      MT  (+/- 180 meters Scaled)
 NU0904
 NU0904                          SUPERSEDED SURVEY CONTROL
 NU0904
 NU0904  NGVD 29 (??/??/92) 1331.868  (m)         4369.64   (f) ADJ UNCH    2 0
 NU0904
 NU0904.Superseded values are not recommended for survey control.
 NU0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0904.See file dsdata.txt to determine how the superseded data were derived.
 NU0904
 NU0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN093098(NAD 83)
 NU0904_MARKER: DB = BENCH MARK DISK
 NU0904_SETTING: 66 = SET IN ROCK OUTCROP
 NU0904_SP_SET: LAVA OUTCROP
 NU0904_STAMPING: D 83 1934
 NU0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0904+STABILITY: POSITION/ELEVATION WELL
 NU0904
 NU0904  HISTORY     - Date     Condition        Report By
 NU0904  HISTORY     - 1934     MONUMENTED       CGS
 NU0904  HISTORY     - 1958     GOOD             NGS
 NU0904
 NU0904                          STATION DESCRIPTION
 NU0904
 NU0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0904'16.05 MI E FROM DECLO.
 NU0904'10.25 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF
 NU0904'STATE HIGHWAY 77 AT DECLO, THENCE 5.8 MILES EAST ALONG AN ASPHALT
 NU0904'ROAD, IN TOP OF A LEDGE OF A LONE LAVA OUTCROP WHICH PROJECTS 3 1/2
 NU0904'FEET ABOVE THE GROUND, 216 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NU0904'AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0473 ***********************************************************************
 SV0473  DESIGNATION -  D 84
 SV0473  PID         -  SV0473
 SV0473  STATE/COUNTY-  ID/KOOTENAI
 SV0473  USGS QUAD   -  LANE (1981)
 SV0473
 SV0473                         *CURRENT SURVEY CONTROL
 SV0473  ___________________________________________________________________
 SV0473* NAD 83(1986)-  47 36 20.     (N)    116 30 29.     (W)     SCALED    
 SV0473* NAVD 88     -       815.802  (meters)    2676.51   (feet)  ADJUSTED  
 SV0473  ___________________________________________________________________
 SV0473  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 SV0473  DYNAMIC HT  -         815.814 (meters)    2676.55  (feet)  COMP
 SV0473  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 SV0473
 SV0473  VERT ORDER  -  SECOND    CLASS 0
 SV0473
 SV0473.The horizontal coordinates were scaled from a topographic map and have
 SV0473.an estimated accuracy of +/- 6 seconds.
 SV0473
 SV0473.The orthometric height was determined by differential leveling
 SV0473.and adjusted by the National Geodetic Survey in June 1991..
 SV0473
 SV0473.The geoid height was determined by GEOID03.
 SV0473
 SV0473.The dynamic height is computed by dividing the NAVD 88
 SV0473.geopotential number by the normal gravity value computed on the
 SV0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0473.degrees latitude (g = 980.6199 gals.).
 SV0473
 SV0473.The modeled gravity was interpolated from observed gravity values.
 SV0473
 SV0473;                    North         East    Units  Estimated Accuracy
 SV0473;SPC ID W     -   660,190.      743,000.      MT  (+/- 180 meters Scaled)
 SV0473
 SV0473                          SUPERSEDED SURVEY CONTROL
 SV0473
 SV0473  NGVD 29 (??/??/92)  814.683  (m)         2672.84   (f) ADJ UNCH    2 0
 SV0473
 SV0473.Superseded values are not recommended for survey control.
 SV0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0473.See file dsdata.txt to determine how the superseded data were derived.
 SV0473
 SV0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN369725(NAD 83)
 SV0473_MARKER: DB = BENCH MARK DISK
 SV0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0473_SP_SET: CULVERT
 SV0473_STAMPING: D 84 1958
 SV0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0473
 SV0473  HISTORY     - Date     Condition        Report By
 SV0473  HISTORY     - 1958     MONUMENTED       CGS
 SV0473  HISTORY     - 1974     GOOD             LOCENG
 SV0473
 SV0473                          STATION DESCRIPTION
 SV0473
 SV0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0473'10.8 MI NW FROM CATALDO.
 SV0473'10.8 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0473'RAILROAD AND NAVIGATION CO. RAILROAD STATION AT CATALDO, 1.55 MILES
 SV0473'EAST OF THE SUMMIT OF THE FOURTH OF JULY CANYON, 32.6 FEET SOUTHEAST
 SV0473'OF THE EAST BOUND TRAFFIC LANE, SET IN TOP OF THE SOUTHWEST CONCRETE
 SV0473'HEADWALL OF A CORRUGATED IRON PIPE CULVERT UNDER THE HIGHWAY AND OVER
 SV0473'THE FOURTH OF JULY CANYON CREEK AND 6 FEET BELOW THE HIGHWAY.
 SV0473
 SV0473                          STATION RECOVERY (1974)
 SV0473
 SV0473'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 SV0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0590 ***********************************************************************
 OZ0590  DESIGNATION -  D 85
 OZ0590  PID         -  OZ0590
 OZ0590  STATE/COUNTY-  ID/ELMORE
 OZ0590  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0590
 OZ0590                         *CURRENT SURVEY CONTROL
 OZ0590  ___________________________________________________________________
 OZ0590* NAD 83(1986)-  43 08 46.     (N)    115 40 39.     (W)     SCALED    
 OZ0590* NAVD 88     -       974.218  (meters)    3196.25   (feet)  ADJUSTED  
 OZ0590  ___________________________________________________________________
 OZ0590  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 OZ0590  DYNAMIC HT  -         973.788 (meters)    3194.84  (feet)  COMP
 OZ0590  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 OZ0590
 OZ0590  VERT ORDER  -  SECOND    CLASS 0
 OZ0590
 OZ0590.The horizontal coordinates were scaled from a topographic map and have
 OZ0590.an estimated accuracy of +/- 6 seconds.
 OZ0590
 OZ0590.The orthometric height was determined by differential leveling
 OZ0590.and adjusted by the National Geodetic Survey in June 1991..
 OZ0590
 OZ0590.The geoid height was determined by GEOID03.
 OZ0590
 OZ0590.The dynamic height is computed by dividing the NAVD 88
 OZ0590.geopotential number by the normal gravity value computed on the
 OZ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0590.degrees latitude (g = 980.6199 gals.).
 OZ0590
 OZ0590.The modeled gravity was interpolated from observed gravity values.
 OZ0590
 OZ0590;                    North         East    Units  Estimated Accuracy
 OZ0590;SPC ID W     -   164,330.      805,900.      MT  (+/- 180 meters Scaled)
 OZ0590
 OZ0590                          SUPERSEDED SURVEY CONTROL
 OZ0590
 OZ0590  NGVD 29 (??/??/92)  973.340  (m)         3193.37   (f) ADJ UNCH    2 0
 OZ0590
 OZ0590.Superseded values are not recommended for survey control.
 OZ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0590.See file dsdata.txt to determine how the superseded data were derived.
 OZ0590
 OZ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH075778(NAD 83)
 OZ0590_MARKER: DB = BENCH MARK DISK
 OZ0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0590_STAMPING: D 85 1959
 OZ0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0590+STABILITY: SURFACE MOTION
 OZ0590
 OZ0590  HISTORY     - Date     Condition        Report By
 OZ0590  HISTORY     - 1959     MONUMENTED       CGS
 OZ0590  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0590
 OZ0590                          STATION DESCRIPTION
 OZ0590
 OZ0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0590'1.55 MI N FROM MOUNTAIN HOME.
 OZ0590'0.05 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 OZ0590'MOUNTAIN HOME TO STATE HIGHWAY 68, THENCE 1.5 MILE EAST ON HIGHWAY 68
 OZ0590'TO A POWER LINE, THENCE 0.35 MILE NORTHWEST ALONG POWER LINE ROAD TO A
 OZ0590'DIRT ROAD, THENCE 0.4 MILE WEST ON DIRT ROAD TO CROSSROAD, THENCE 0.6
 OZ0590'MILE NORTH ON DIRT ROAD ALONG A CANAL, 23.0 FEET SOUTHWEST OF THE
 OZ0590'CANAL, 2.0 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, 1.1 FEET
 OZ0590'EAST OF A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 3
 OZ0590'INCHES.
 OZ0590
 OZ0590                          STATION RECOVERY (1983)
 OZ0590
 OZ0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0588 ***********************************************************************
 OH0588  DESIGNATION -  D 86
 OH0588  PID         -  OH0588
 OH0588  STATE/COUNTY-  ID/CANYON
 OH0588  USGS QUAD   -  CALDWELL (1971)
 OH0588
 OH0588                         *CURRENT SURVEY CONTROL
 OH0588  ___________________________________________________________________
 OH0588* NAD 83(1986)-  43 42 42.     (N)    116 41 54.     (W)     SCALED    
 OH0588* NAVD 88     -       744.250  (meters)    2441.76   (feet)  ADJUSTED  
 OH0588  ___________________________________________________________________
 OH0588  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 OH0588  DYNAMIC HT  -         744.007 (meters)    2440.96  (feet)  COMP
 OH0588  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 OH0588
 OH0588  VERT ORDER  -  SECOND    CLASS 0
 OH0588
 OH0588.The horizontal coordinates were scaled from a topographic map and have
 OH0588.an estimated accuracy of +/- 6 seconds.
 OH0588
 OH0588.The orthometric height was determined by differential leveling
 OH0588.and adjusted by the National Geodetic Survey in June 1991..
 OH0588
 OH0588.The geoid height was determined by GEOID03.
 OH0588
 OH0588.The dynamic height is computed by dividing the NAVD 88
 OH0588.geopotential number by the normal gravity value computed on the
 OH0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0588.degrees latitude (g = 980.6199 gals.).
 OH0588
 OH0588.The modeled gravity was interpolated from observed gravity values.
 OH0588
 OH0588;                    North         East    Units  Estimated Accuracy
 OH0588;SPC ID W     -   227,590.      723,580.      MT  (+/- 180 meters Scaled)
 OH0588
 OH0588                          SUPERSEDED SURVEY CONTROL
 OH0588
 OH0588  NGVD 29 (??/??/92)  743.312  (m)         2438.68   (f) ADJ UNCH    2 0
 OH0588
 OH0588.Superseded values are not recommended for survey control.
 OH0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0588.See file dsdata.txt to determine how the superseded data were derived.
 OH0588
 OH0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ243398(NAD 83)
 OH0588_MARKER: DB = BENCH MARK DISK
 OH0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0588_STAMPING: D 86 1959
 OH0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0588+STABILITY: SURFACE MOTION
 OH0588
 OH0588  HISTORY     - Date     Condition        Report By
 OH0588  HISTORY     - 1959     MONUMENTED       CGS
 OH0588  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0588
 OH0588                          STATION DESCRIPTION
 OH0588
 OH0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0588'1.85 MI NW FROM CALDWELL.
 OH0588'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0588'U.S. HIGHWAYS 30 AND 20 AT CALDWELL, THENCE 0.15 MILE SOUTHWEST ON A
 OH0588'GRAVEL ROAD, 22.0 FEET NORTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 OH0588'2.0 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE
 OH0588'CONCRETE POST PROJECTING 3 INCHES AND ON THE NORTHEAST SIDE OF THE
 OH0588'PROPOSED HIGHWAY.
 OH0588
 OH0588                          STATION RECOVERY (1983)
 OH0588
 OH0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0605 ***********************************************************************
 OH0605  DESIGNATION -  D 87
 OH0605  PID         -  OH0605
 OH0605  STATE/COUNTY-  ID/CANYON
 OH0605  USGS QUAD   -  SAND HOLLOW (1970)
 OH0605
 OH0605                         *CURRENT SURVEY CONTROL
 OH0605  ___________________________________________________________________
 OH0605* NAD 83(1986)-  43 47 36.     (N)    116 42 57.     (W)     SCALED    
 OH0605* NAVD 88     -       766.018  (meters)    2513.18   (feet)  ADJUSTED  
 OH0605  ___________________________________________________________________
 OH0605  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 OH0605  DYNAMIC HT  -         765.771 (meters)    2512.37  (feet)  COMP
 OH0605  MODELED GRAV-     980,270.4   (mgal)                       NAVD 88
 OH0605
 OH0605  VERT ORDER  -  SECOND    CLASS 0
 OH0605
 OH0605.The horizontal coordinates were scaled from a topographic map and have
 OH0605.an estimated accuracy of +/- 6 seconds.
 OH0605
 OH0605.The orthometric height was determined by differential leveling
 OH0605.and adjusted by the National Geodetic Survey in June 1991..
 OH0605
 OH0605.The geoid height was determined by GEOID03.
 OH0605
 OH0605.The dynamic height is computed by dividing the NAVD 88
 OH0605.geopotential number by the normal gravity value computed on the
 OH0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0605.degrees latitude (g = 980.6199 gals.).
 OH0605
 OH0605.The modeled gravity was interpolated from observed gravity values.
 OH0605
 OH0605;                    North         East    Units  Estimated Accuracy
 OH0605;SPC ID W     -   236,680.      722,270.      MT  (+/- 180 meters Scaled)
 OH0605
 OH0605                          SUPERSEDED SURVEY CONTROL
 OH0605
 OH0605  NGVD 29 (??/??/92)  765.078  (m)         2510.09   (f) ADJ UNCH    2 0
 OH0605
 OH0605.Superseded values are not recommended for survey control.
 OH0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0605.See file dsdata.txt to determine how the superseded data were derived.
 OH0605
 OH0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ228489(NAD 83)
 OH0605_MARKER: DB = BENCH MARK DISK
 OH0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0605_STAMPING: D 87 1959
 OH0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0605+STABILITY: SURFACE MOTION
 OH0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0605+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 OH0605
 OH0605  HISTORY     - Date     Condition        Report By
 OH0605  HISTORY     - 1959     MONUMENTED       CGS
 OH0605  HISTORY     - 20030923 GOOD             IDTD
 OH0605  HISTORY     - 20030924 GOOD             IDTD
 OH0605
 OH0605                          STATION DESCRIPTION
 OH0605
 OH0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0605'8.8 MI NW FROM CALDWELL.
 OH0605'7.8 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0605'U.S. HIGHWAY 30 AND U.S. HIGHWAY 20 AT CALDWELL, THENCE 1.0 MILE
 OH0605'EASTERLY ALONG GRAVEL ROAD, 22.0 FEET SOUTH OF THE CENTERLINE OF THE
 OH0605'ROAD, 2.6 FEET WEST OF A POWER POLE, 2.0 FEET SOUTHEAST OF A METAL
 OH0605'WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH
 OH0605'THE GROUND.
 OH0605
 OH0605                          STATION RECOVERY (2003)
 OH0605
 OH0605'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (JLG)
 OH0605'RECOVERED IN GOOD CONDITION.
 OH0605
 OH0605                          STATION RECOVERY (2003)
 OH0605
 OH0605'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (PRS)
 OH0605'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0567 ***********************************************************************
 NV0567  DESIGNATION -  D 88
 NV0567  PID         -  NV0567
 NV0567  STATE/COUNTY-  ID/ELMORE
 NV0567  USGS QUAD   -  GLENNS FERRY (1992)
 NV0567
 NV0567                         *CURRENT SURVEY CONTROL
 NV0567  ___________________________________________________________________
 NV0567* NAD 83(1986)-  42 57 24.     (N)    115 18 29.     (W)     SCALED    
 NV0567* NAVD 88     -       785.109  (meters)    2575.81   (feet)  ADJUSTED  
 NV0567  ___________________________________________________________________
 NV0567  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 NV0567  DYNAMIC HT  -         784.788 (meters)    2574.76  (feet)  COMP
 NV0567  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 NV0567
 NV0567  VERT ORDER  -  FIRST     CLASS II
 NV0567
 NV0567.The horizontal coordinates were scaled from a topographic map and have
 NV0567.an estimated accuracy of +/- 6 seconds.
 NV0567
 NV0567.The orthometric height was determined by differential leveling
 NV0567.and adjusted by the National Geodetic Survey in June 1991..
 NV0567
 NV0567.The geoid height was determined by GEOID03.
 NV0567
 NV0567.The dynamic height is computed by dividing the NAVD 88
 NV0567.geopotential number by the normal gravity value computed on the
 NV0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0567.degrees latitude (g = 980.6199 gals.).
 NV0567
 NV0567.The modeled gravity was interpolated from observed gravity values.
 NV0567
 NV0567;                    North         East    Units  Estimated Accuracy
 NV0567;SPC ID W     -   143,380.      836,060.      MT  (+/- 180 meters Scaled)
 NV0567
 NV0567                          SUPERSEDED SURVEY CONTROL
 NV0567
 NV0567  NGVD 29 (??/??/92)  784.288  (m)         2573.12   (f) ADJ UNCH    1 2
 NV0567
 NV0567.Superseded values are not recommended for survey control.
 NV0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0567.See file dsdata.txt to determine how the superseded data were derived.
 NV0567
 NV0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH380573(NAD 83)
 NV0567_MARKER: DB = BENCH MARK DISK
 NV0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0567_STAMPING: D 88 1959
 NV0567_MARK LOGO: CGS   
 NV0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0567+STABILITY: SURFACE MOTION
 NV0567
 NV0567  HISTORY     - Date     Condition        Report By
 NV0567  HISTORY     - 1959     MONUMENTED       CGS
 NV0567  HISTORY     - 1983     GOOD             NGS
 NV0567
 NV0567                          STATION DESCRIPTION
 NV0567
 NV0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0567'0.8 MI NW FROM GLENNS FERRY.
 NV0567'0.1 MILE WEST ALONG IDAHO AVE. FROM THE GLENNS FERRY RAILROAD STATION,
 NV0567'THENCE 0.3 MILE NORTH ON COMMERCIAL STREET, THENCE 0.4 MILE WEST ON
 NV0567'U.S. HIGHWAY 30 TO A PAVED ROAD LEADING NORTHWEST, 132.0 FEET
 NV0567'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24.0 FEET NORTH OF THE
 NV0567'PAVED ROAD, 1.9 FEET SOUTHWEST OF A FENCE LINE, 5.9 FEET NORTHWEST OF
 NV0567'A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST
 NV0567'PROJECTING 4 INCHES.
 NV0567
 NV0567                          STATION RECOVERY (1983)
 NV0567
 NV0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0567'RECOVERED IN GOOD CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE EXCEPT
 NV0567'ADD 7.9 METERS (26 FT) EAST OF THE CENTER OF BANNOCK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0168 ***********************************************************************
 PZ0168  DESIGNATION -  D 89
 PZ0168  PID         -  PZ0168
 PZ0168  STATE/COUNTY-  ID/CLARK
 PZ0168  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0168
 PZ0168                         *CURRENT SURVEY CONTROL
 PZ0168  ___________________________________________________________________
 PZ0168* NAD 83(1986)-  44 29 02.     (N)    112 13 57.     (W)     SCALED    
 PZ0168* NAVD 88     -      1982.049  (meters)    6502.77   (feet)  ADJUSTED  
 PZ0168  ___________________________________________________________________
 PZ0168  GEOID HEIGHT-          -9.93  (meters)                     GEOID03
 PZ0168  DYNAMIC HT  -        1980.935 (meters)    6499.12  (feet)  COMP
 PZ0168  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 PZ0168
 PZ0168  VERT ORDER  -  FIRST     CLASS II
 PZ0168
 PZ0168.The horizontal coordinates were scaled from a topographic map and have
 PZ0168.an estimated accuracy of +/- 6 seconds.
 PZ0168
 PZ0168.The orthometric height was determined by differential leveling
 PZ0168.and adjusted by the National Geodetic Survey in June 1991..
 PZ0168
 PZ0168.The geoid height was determined by GEOID03.
 PZ0168
 PZ0168.The dynamic height is computed by dividing the NAVD 88
 PZ0168.geopotential number by the normal gravity value computed on the
 PZ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0168.degrees latitude (g = 980.6199 gals.).
 PZ0168
 PZ0168.The modeled gravity was interpolated from observed gravity values.
 PZ0168
 PZ0168;                    North         East    Units  Estimated Accuracy
 PZ0168;SPC ID E     -   312,960.      194,760.      MT  (+/- 180 meters Scaled)
 PZ0168
 PZ0168                          SUPERSEDED SURVEY CONTROL
 PZ0168
 PZ0168  NGVD 29 (??/??/92) 1980.744  (m)         6498.49   (f) ADJ UNCH    1 2
 PZ0168
 PZ0168.Superseded values are not recommended for survey control.
 PZ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0168.See file dsdata.txt to determine how the superseded data were derived.
 PZ0168
 PZ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ019263(NAD 83)
 PZ0168_MARKER: DB = BENCH MARK DISK
 PZ0168_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0168_SP_SET: LAVA OUTCROP
 PZ0168_STAMPING: D 89 1959
 PZ0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0168+STABILITY: POSITION/ELEVATION WELL
 PZ0168
 PZ0168  HISTORY     - Date     Condition        Report By
 PZ0168  HISTORY     - 1959     MONUMENTED       CGS
 PZ0168  HISTORY     - 1967     GOOD             NGS
 PZ0168
 PZ0168                          STATION DESCRIPTION
 PZ0168
 PZ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0168'0.4 MI S FROM HUMPHREY.
 PZ0168'0.4 MILE SOUTH ALONG AN ASPHALT ROAD (FORMER U.S. HIGHWAY 91) FROM THE
 PZ0168'POST OFFICE AT HUMPHREY, ON THE OUTSIDE OF A CURVE, ALONG THE UNION
 PZ0168'PACIFIC RAILROAD, 10 POLES SOUTH OF HUMPHREY SIDING SIGN, 9 POLES
 PZ0168'SOUTH OF MILEPOLE 258, IN THE TOP OF A LAVA OUTCROP PROJECTING ABOUT
 PZ0168'1/2 FOOT ABOVE THE GROUND, 71 FEET EAST OF THE CENTER LINE OF THE
 PZ0168'ROAD, 87.6 FEET WEST OF THE WEST RAIL, 16.0 FEET SOUTHWEST OF THE
 PZ0168'SOUTHWEST CORNER OF A FRAME HOUSE, 14 FEET NORTHEAST OF A WITNESS
 PZ0168'POST, 7.5 FEET EAST OF A FENCE AND WITNESS POST, ABOUT 12 FEET LOWER
 PZ0168'THAN THE ROAD, AND 4 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0346 ***********************************************************************
 SV0346  DESIGNATION -  D 9
 SV0346  PID         -  SV0346
 SV0346  STATE/COUNTY-  ID/KOOTENAI
 SV0346  USGS QUAD   -  ATHOL (1961)
 SV0346
 SV0346                         *CURRENT SURVEY CONTROL
 SV0346  ___________________________________________________________________
 SV0346* NAD 83(1986)-  47 56 51.     (N)    116 42 28.     (W)     SCALED    
 SV0346* NAVD 88     -       729.920  (meters)    2394.75   (feet)  ADJUSTED  
 SV0346  ___________________________________________________________________
 SV0346  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SV0346  DYNAMIC HT  -         729.953 (meters)    2394.85  (feet)  COMP
 SV0346  MODELED GRAV-     980,633.8   (mgal)                       NAVD 88
 SV0346
 SV0346  VERT ORDER  -  FIRST     CLASS II
 SV0346
 SV0346.The horizontal coordinates were scaled from a topographic map and have
 SV0346.an estimated accuracy of +/- 6 seconds.
 SV0346
 SV0346.The orthometric height was determined by differential leveling
 SV0346.and adjusted by the National Geodetic Survey in June 1991..
 SV0346
 SV0346.The geoid height was determined by GEOID03.
 SV0346
 SV0346.The dynamic height is computed by dividing the NAVD 88
 SV0346.geopotential number by the normal gravity value computed on the
 SV0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0346.degrees latitude (g = 980.6199 gals.).
 SV0346
 SV0346.The modeled gravity was interpolated from observed gravity values.
 SV0346
 SV0346;                    North         East    Units  Estimated Accuracy
 SV0346;SPC ID W     -   698,370.      728,460.      MT  (+/- 180 meters Scaled)
 SV0346
 SV0346                          SUPERSEDED SURVEY CONTROL
 SV0346
 SV0346  NGVD 29 (??/??/92)  728.727  (m)         2390.83   (f) ADJ UNCH    1 2
 SV0346
 SV0346.Superseded values are not recommended for survey control.
 SV0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0346.See file dsdata.txt to determine how the superseded data were derived.
 SV0346
 SV0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP218105(NAD 83)
 SV0346_MARKER: DB = BENCH MARK DISK
 SV0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0346_SP_SET: PILLAR
 SV0346_STAMPING: D 9 1914
 SV0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0346
 SV0346  HISTORY     - Date     Condition        Report By
 SV0346  HISTORY     - 1914     MONUMENTED       CGS
 SV0346  HISTORY     - 1934     GOOD             NGS
 SV0346
 SV0346                          STATION DESCRIPTION
 SV0346
 SV0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SV0346'IN ATHOL.
 SV0346'AT ATHOL, KOOTENAI COUNTY, IDAHO, ABOUT 250 FEET EAST FROM THE
 SV0346'JUNCTION OF U.S. HIGHWAY 95 AND THE ROAD TO BAYVIEW, AT A BRICK PUBLIC
 SV0346'SCHOOL BUILDING, AT THE WEST ENTRANCE, IN THE SOUTH SIDE OF THE STONE
 SV0346'PILLAR AT THE NORTH SIDE OF THE ENTRANCE, AND 8 INCHES ABOVE THE
 SV0346'GROUND.  A STANDARD DISK, SET VERTICALLY.  NOTE-- CHANGE TO OLD U.S.
 SV0346'HIGHWAY NO. 95.  THE NEW HIGHWAY IS ABOUT 0.2 S OR 9.3 MILE EAST OF
 SV0346'THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0030 ***********************************************************************
 OY0030  DESIGNATION -  D 91
 OY0030  PID         -  OY0030
 OY0030  STATE/COUNTY-  ID/BONNEVILLE
 OY0030  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0030
 OY0030                         *CURRENT SURVEY CONTROL
 OY0030  ___________________________________________________________________
 OY0030* NAD 83(1986)-  43 36 49.     (N)    112 04 07.     (W)     SCALED    
 OY0030* NAVD 88     -      1453.262  (meters)    4767.91   (feet)  ADJUSTED  
 OY0030  ___________________________________________________________________
 OY0030  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 OY0030  DYNAMIC HT  -        1452.513 (meters)    4765.45  (feet)  COMP
 OY0030  MODELED GRAV-     980,052.8   (mgal)                       NAVD 88
 OY0030
 OY0030  VERT ORDER  -  FIRST     CLASS II
 OY0030
 OY0030.The horizontal coordinates were scaled from a topographic map and have
 OY0030.an estimated accuracy of +/- 6 seconds.
 OY0030
 OY0030.The orthometric height was determined by differential leveling
 OY0030.and adjusted by the National Geodetic Survey in June 1991..
 OY0030
 OY0030.The geoid height was determined by GEOID03.
 OY0030
 OY0030.The dynamic height is computed by dividing the NAVD 88
 OY0030.geopotential number by the normal gravity value computed on the
 OY0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0030.degrees latitude (g = 980.6199 gals.).
 OY0030
 OY0030.The modeled gravity was interpolated from observed gravity values.
 OY0030
 OY0030;                    North         East    Units  Estimated Accuracy
 OY0030;SPC ID E     -   216,270.      207,920.      MT  (+/- 180 meters Scaled)
 OY0030
 OY0030                          SUPERSEDED SURVEY CONTROL
 OY0030
 OY0030  NGVD 29 (08/20/92) 1452.181  (m)         4764.36   (f) ADJUSTED    1 2
 OY0030
 OY0030.Superseded values are not recommended for survey control.
 OY0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0030.See file dsdata.txt to determine how the superseded data were derived.
 OY0030
 OY0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP137295(NAD 83)
 OY0030_MARKER: DB = BENCH MARK DISK
 OY0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0030_SP_SET: CONCRETE POST
 OY0030_STAMPING: D 91 1959
 OY0030_MARK LOGO: CGS   
 OY0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0030+STABILITY: SURFACE MOTION
 OY0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0030+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0030
 OY0030  HISTORY     - Date     Condition        Report By
 OY0030  HISTORY     - 1959     MONUMENTED       CGS
 OY0030  HISTORY     - 1967     GOOD             NGS
 OY0030  HISTORY     - 1978     GOOD             LOCSUR
 OY0030  HISTORY     - 19920625 GOOD             NGS
 OY0030
 OY0030                          STATION DESCRIPTION
 OY0030
 OY0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0030'8.3 MI N FROM IDAHO FALLS.
 OY0030'8.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0030'BROADWAY STREET AT IDAHO FALLS, 8.05 MILES SOUTH OF ROBERTS, 97.3 FEET
 OY0030'NORTHEAST OF THE NORTHEAST RAIL, 28 1/2 FEET SOUTHWEST OF THE CENTER
 OY0030'LINE OF AN ASPHALT ROAD, 22 1/2 FEET NORTHEAST OF MILEPOLE 194, 2.6
 OY0030'FEET NORTHEAST OF A WITNESS POST, 1.4 FEET SOUTHWEST OF A FENCE, ABOUT
 OY0030'3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OY0030'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OY0030
 OY0030                          STATION RECOVERY (1978)
 OY0030
 OY0030'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0030'RECOVERED IN GOOD CONDITION.
 OY0030
 OY0030                          STATION RECOVERY (1992)
 OY0030
 OY0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0030'13.9 KM (8.65 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0030'JUNCTION OF BROADWAY STREET IN IDAHO FALLS, 29.6 M (97.1 FT) EAST OF
 OY0030'THE NEAR RAIL, 8.4 M (27.6 FT) WEST OF THE CENTERLINE OF RIVER ROAD,
 OY0030'6.8 M (22.3 FT) EAST OF MILEPOST 194, 1.0 M (3.3 FT) BELOW THE LEVEL
 OY0030'OF THE TRACK, 0.7 M (2.3 FT) EAST OF A WITNESS POST, 0.4 M (1.3 FT)
 OY0030'WEST OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0641 ***********************************************************************
 SU0641  DESIGNATION -  D 93
 SU0641  PID         -  SU0641
 SU0641  STATE/COUNTY-  ID/SHOSHONE
 SU0641  USGS QUAD   -  PRICHARD (1996)
 SU0641
 SU0641                         *CURRENT SURVEY CONTROL
 SU0641  ___________________________________________________________________
 SU0641* NAD 83(1986)-  47 40 54.     (N)    115 55 33.     (W)     SCALED    
 SU0641* NAVD 88     -       752.027  (meters)    2467.28   (feet)  ADJUSTED  
 SU0641  ___________________________________________________________________
 SU0641  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 SU0641  DYNAMIC HT  -         752.019 (meters)    2467.25  (feet)  COMP
 SU0641  MODELED GRAV-     980,577.6   (mgal)                       NAVD 88
 SU0641
 SU0641  VERT ORDER  -  SECOND    CLASS 0
 SU0641
 SU0641.The horizontal coordinates were scaled from a topographic map and have
 SU0641.an estimated accuracy of +/- 6 seconds.
 SU0641
 SU0641.The orthometric height was determined by differential leveling
 SU0641.and adjusted by the National Geodetic Survey in June 1991..
 SU0641
 SU0641.The geoid height was determined by GEOID03.
 SU0641
 SU0641.The dynamic height is computed by dividing the NAVD 88
 SU0641.geopotential number by the normal gravity value computed on the
 SU0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0641.degrees latitude (g = 980.6199 gals.).
 SU0641
 SU0641.The modeled gravity was interpolated from observed gravity values.
 SU0641
 SU0641;                    North         East    Units  Estimated Accuracy
 SU0641;SPC ID W     -   668,390.      786,800.      MT  (+/- 180 meters Scaled)
 SU0641
 SU0641                          SUPERSEDED SURVEY CONTROL
 SU0641
 SU0641  NGVD 29 (??/??/92)  750.881  (m)         2463.52   (f) ADJ UNCH    2 0
 SU0641
 SU0641.Superseded values are not recommended for survey control.
 SU0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0641.See file dsdata.txt to determine how the superseded data were derived.
 SU0641
 SU0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN806814(NAD 83)
 SU0641_MARKER: DB = BENCH MARK DISK
 SU0641_SETTING: 66 = SET IN ROCK OUTCROP
 SU0641_SP_SET: OUTCROP
 SU0641_STAMPING: D 93 1958
 SU0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0641+STABILITY: POSITION/ELEVATION WELL
 SU0641
 SU0641  HISTORY     - Date     Condition        Report By
 SU0641  HISTORY     - 1958     MONUMENTED       CGS
 SU0641
 SU0641                          STATION DESCRIPTION
 SU0641
 SU0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0641'2.95 MI N FROM PRICHARD.
 SU0641'2.95 MILES NORTH ALONG A GRAVEL ROAD FROM A CONCRETE BRIDGE OVER
 SU0641'PRICHARD CREEK AT PRICHARD, 3.6 MILES SOUTHEAST OF SHOSHONE STATION,
 SU0641'0.45 MILE NORTH OF AVERY CREEK, 0.08 MILE NORTHEAST OF A SWING BRIDGE
 SU0641'OVER COEUR DALENE RIVER, AT THE JUNCTION OF A ROCK ROAD NORTHEAST, IN
 SU0641'TOP OF A LEDGE OF AN OUTCROP, 46 1/2 FEET EAST OF THE CENTER LINE OF
 SU0641'THE GRAVEL ROAD MEASURED FROM THE CENTER OF THE JUNCTION, 144 FEET
 SU0641'SOUTH OF A TELEPHONE POLE WITH TWO GUY WIRES, AND ABOUT 7 FEET HIGHER
 SU0641'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0074 ***********************************************************************
 SV0074  DESIGNATION -  D 94 RESET
 SV0074  PID         -  SV0074
 SV0074  STATE/COUNTY-  ID/KOOTENAI
 SV0074  USGS QUAD   -  BUMBLEBEE PEAK (1985)
 SV0074
 SV0074                         *CURRENT SURVEY CONTROL
 SV0074  ___________________________________________________________________
 SV0074* NAD 83(1986)-  47 43 38.     (N)    116 22 03.     (W)     SCALED    
 SV0074* NAVD 88     -       807.42   (meters)    2649.0    (feet)  RESET     
 SV0074  ___________________________________________________________________
 SV0074  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 SV0074
 SV0074  VERT ORDER  -  THIRD
 SV0074
 SV0074.The horizontal coordinates were scaled from a topographic map and have
 SV0074.an estimated accuracy of +/- 6 seconds.
 SV0074
 SV0074.The orthometric height was computed from unverified reset data.
 SV0074
 SV0074.The geoid height was determined by GEOID03.
 SV0074
 SV0074;                    North         East    Units  Estimated Accuracy
 SV0074;SPC ID W     -   673,620.      753,680.      MT  (+/- 180 meters Scaled)
 SV0074
 SV0074                          SUPERSEDED SURVEY CONTROL
 SV0074
 SV0074.No superseded survey control is available for this station.
 SV0074
 SV0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN474861(NAD 83)
 SV0074_MARKER: DB = BENCH MARK DISK
 SV0074_SETTING: 66 = SET IN ROCK OUTCROP
 SV0074_SP_SET: ROCK CUT
 SV0074_STAMPING: D 94 RESET 1971
 SV0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0074+STABILITY: POSITION/ELEVATION WELL
 SV0074
 SV0074  HISTORY     - Date     Condition        Report By
 SV0074  HISTORY     - 1971     MONUMENTED       NGS
 SV0074
 SV0074                          STATION DESCRIPTION
 SV0074
 SV0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 SV0074'12.3 MI SW FROM MAGEE RANGER STATION.
 SV0074'REACHED FROM THE POINT WHERE SHERMAN AVENUE PASSES UNDER INTERSTATE
 SV0074'HIGHWAY 90 IN COEUR DALENE, BY GOING NORTHEAST ON SHERMAN AVE. FOR
 SV0074'0.15 MILE TO A FORK, KEEP LEFT AND FOLLOW FERNAN ROAD 10.85 MILES TO A
 SV0074'FORK ON FERNAN SADDLE, KEEP LEFT ON ROAD NO. 612 FOR 6.45 MILES TO
 SV0074'JUNCTION OF 5 ROADS CALLED FIVE FINGERS SADDLE.  KEEP RIGHT ON ROAD
 SV0074'412 FOR 4.55 MILES TO A FORK JUST AFTER CROSSING THE BRIDGE OVER THE
 SV0074'NORTH FORK OF COEUR DALENE RIVER.  KEEP RIGHT ON ROAD 209 FOR 5.1
 SV0074'MILES TO THE INTERSECTION OF ROADS 209 AND 422, KEEP LEFT AS PER SIGN
 SV0074'MAGEE RANGER STATION 14, AND GO 0.95 MILE TO A SMOOTH, SLOPING ROCK
 SV0074'CUT ABOUT 25 FEET HIGH ON THE LEFT, CONTINUE 0.1 MILE TO THE MARK ON
 SV0074'THE LEFT, 36 FEET NORTHEAST OF A SMALL STREAM BETWEEN TWO ROCK CUTS
 SV0074'WHICH ARE ABOUT 20 FEET HIGH, 26 FEET NORTHWEST OF THE PROPOSED
 SV0074'CENTERLINE OF THE NEW ROAD, 3 FEET HIGHER THAN THE ROAD AND 3 FEET
 SV0074'NORTHWEST OF A METAL WITNESS POST.  THE DISK IS SET VERTICALLY IN THE
 SV0074'SMOOTH PORTION OF AN OTHERWISE JAGGED SHALE ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0490 ***********************************************************************
 SV0490  DESIGNATION -  D 95
 SV0490  PID         -  SV0490
 SV0490  STATE/COUNTY-  ID/KOOTENAI
 SV0490  USGS QUAD   -  WOLF LODGE (1996)
 SV0490
 SV0490                         *CURRENT SURVEY CONTROL
 SV0490  ___________________________________________________________________
 SV0490* NAD 83(1986)-  47 44 35.     (N)    116 35 47.     (W)     SCALED    
 SV0490* NAVD 88     -      1286.840  (meters)    4221.91   (feet)  ADJUSTED  
 SV0490  ___________________________________________________________________
 SV0490  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV0490  DYNAMIC HT  -        1286.775 (meters)    4221.69  (feet)  COMP
 SV0490  MODELED GRAV-     980,515.9   (mgal)                       NAVD 88
 SV0490
 SV0490  VERT ORDER  -  SECOND    CLASS 0
 SV0490
 SV0490.The horizontal coordinates were scaled from a topographic map and have
 SV0490.an estimated accuracy of +/- 6 seconds.
 SV0490
 SV0490.The orthometric height was determined by differential leveling
 SV0490.and adjusted by the National Geodetic Survey in June 1991..
 SV0490
 SV0490.The geoid height was determined by GEOID03.
 SV0490
 SV0490.The dynamic height is computed by dividing the NAVD 88
 SV0490.geopotential number by the normal gravity value computed on the
 SV0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0490.degrees latitude (g = 980.6199 gals.).
 SV0490
 SV0490.The modeled gravity was interpolated from observed gravity values.
 SV0490
 SV0490;                    North         East    Units  Estimated Accuracy
 SV0490;SPC ID W     -   675,550.      736,530.      MT  (+/- 180 meters Scaled)
 SV0490
 SV0490                          SUPERSEDED SURVEY CONTROL
 SV0490
 SV0490  NGVD 29 (??/??/92) 1285.639  (m)         4217.97   (f) ADJ UNCH    2 0
 SV0490
 SV0490.Superseded values are not recommended for survey control.
 SV0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0490.See file dsdata.txt to determine how the superseded data were derived.
 SV0490
 SV0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN302878(NAD 83)
 SV0490_MARKER: DB = BENCH MARK DISK
 SV0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0490_STAMPING: D 95 1958
 SV0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0490+STABILITY: SURFACE MOTION
 SV0490
 SV0490  HISTORY     - Date     Condition        Report By
 SV0490  HISTORY     - 1958     MONUMENTED       CGS
 SV0490  HISTORY     - 1976     POOR             USGS
 SV0490
 SV0490                          STATION DESCRIPTION
 SV0490
 SV0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0490'13.9 MI NE FROM COEUR DALENE.
 SV0490'1.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT COEUR
 SV0490'DALENE, THENCE 12.6 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD, ON
 SV0490'THE OUTSIDE OF A CURVE, AT A SPRING, 44 FEET SOUTHWEST OF THE CENTER
 SV0490'OF THE CROSSING OF A WASH, 31 FEET WEST OF THE CENTER LINE OF THE
 SV0490'ROAD, 16.6 FEET SOUTH OF THE SOUTH FACE OF A 10-FOOT HIGH WATER TANK,
 SV0490'8.1 FEET SOUTHEAST OF A 2-INCH PIPE PROJECTING OUT FROM THE SPRING, 2
 SV0490'FEET EAST OF A STEEP SLOPE, 2.7 FEET SOUTH OF A WITNESS POST, 1 FOOT
 SV0490'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SV0490'0.4 FOOT ABOVE THE GROUND.  NOTE-- COPPER NAIL AND WASHER BENCH MARK
 SV0490'CK IS LOCATED 37 FEET NORTHWEST OF THE ABOVE BENCH MARK, IN THE SOUTH
 SV0490'ROOT OF A 14-INCH PINE TREE, LEVEL WITH THE GROUND AND ABOUT 3 FEET
 SV0490'HIGHER THAN THE ROAD.
 SV0490
 SV0490                          STATION RECOVERY (1976)
 SV0490
 SV0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0490'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0004 ***********************************************************************
 SV0004  DESIGNATION -  D 96
 SV0004  PID         -  SV0004
 SV0004  STATE/COUNTY-  ID/BONNER
 SV0004  USGS QUAD   -  FASET PEAK (1996)
 SV0004
 SV0004                         *CURRENT SURVEY CONTROL
 SV0004  ___________________________________________________________________
 SV0004* NAD 83(1986)-  47 59 39.     (N)    116 20 35.     (W)     SCALED    
 SV0004* NAVD 88     -      1498.574  (meters)    4916.57   (feet)  ADJUSTED  
 SV0004  ___________________________________________________________________
 SV0004  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 SV0004  DYNAMIC HT  -        1498.430 (meters)    4916.10  (feet)  COMP
 SV0004  MODELED GRAV-     980,462.5   (mgal)                       NAVD 88
 SV0004
 SV0004  VERT ORDER  -  SECOND    CLASS 0
 SV0004
 SV0004.The horizontal coordinates were scaled from a topographic map and have
 SV0004.an estimated accuracy of +/- 6 seconds.
 SV0004
 SV0004.The orthometric height was determined by differential leveling
 SV0004.and adjusted by the National Geodetic Survey in June 1991..
 SV0004
 SV0004.The geoid height was determined by GEOID03.
 SV0004
 SV0004.The dynamic height is computed by dividing the NAVD 88
 SV0004.geopotential number by the normal gravity value computed on the
 SV0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0004.degrees latitude (g = 980.6199 gals.).
 SV0004
 SV0004.The modeled gravity was interpolated from observed gravity values.
 SV0004
 SV0004;                    North         East    Units  Estimated Accuracy
 SV0004;SPC ID W     -   703,290.      755,740.      MT  (+/- 180 meters Scaled)
 SV0004
 SV0004                          SUPERSEDED SURVEY CONTROL
 SV0004
 SV0004  NGVD 29 (??/??/92) 1497.305  (m)         4912.41   (f) ADJ UNCH    2 0
 SV0004
 SV0004.Superseded values are not recommended for survey control.
 SV0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0004.See file dsdata.txt to determine how the superseded data were derived.
 SV0004
 SV0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP490158(NAD 83)
 SV0004_MARKER: DB = BENCH MARK DISK
 SV0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0004_STAMPING: D 96 1958
 SV0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0004+STABILITY: SURFACE MOTION
 SV0004
 SV0004  HISTORY     - Date     Condition        Report By
 SV0004  HISTORY     - 1958     MONUMENTED       CGS
 SV0004
 SV0004                          STATION DESCRIPTION
 SV0004
 SV0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0004'23.05 MI NW FROM MAGEE RANGER STATION.
 SV0004'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0004'THENCE 6.65 MILES NORTH ALONG A DIRT ROAD, THENCE 11.5 MILES WEST
 SV0004'ALONG A DIRT ROAD, THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, ON THE
 SV0004'OUTSIDE OF A CURVE, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2
 SV0004'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SV0004'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0095 ***********************************************************************
 NU0095  DESIGNATION -  D 97
 NU0095  PID         -  NU0095
 NU0095  STATE/COUNTY-  ID/BANNOCK
 NU0095  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0095
 NU0095                         *CURRENT SURVEY CONTROL
 NU0095  ___________________________________________________________________
 NU0095* NAD 83(1986)-  42 53 32.     (N)    112 25 59.     (W)     SCALED    
 NU0095* NAVD 88     -      1421.507  (meters)    4663.73   (feet)  ADJUSTED  
 NU0095  ___________________________________________________________________
 NU0095  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 NU0095  DYNAMIC HT  -        1420.694 (meters)    4661.06  (feet)  COMP
 NU0095  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 NU0095
 NU0095  VERT ORDER  -  SECOND    CLASS 0
 NU0095
 NU0095.The horizontal coordinates were scaled from a topographic map and have
 NU0095.an estimated accuracy of +/- 6 seconds.
 NU0095
 NU0095.The orthometric height was determined by differential leveling
 NU0095.and adjusted by the National Geodetic Survey in June 1991..
 NU0095
 NU0095.The geoid height was determined by GEOID03.
 NU0095
 NU0095.The dynamic height is computed by dividing the NAVD 88
 NU0095.geopotential number by the normal gravity value computed on the
 NU0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0095.degrees latitude (g = 980.6199 gals.).
 NU0095
 NU0095.The modeled gravity was interpolated from observed gravity values.
 NU0095
 NU0095;                    North         East    Units  Estimated Accuracy
 NU0095;SPC ID E     -   136,160.      178,240.      MT  (+/- 180 meters Scaled)
 NU0095
 NU0095                          SUPERSEDED SURVEY CONTROL
 NU0095
 NU0095  NGVD 29 (??/??/92) 1420.459  (m)         4660.29   (f) ADJ UNCH    2 0
 NU0095
 NU0095.Superseded values are not recommended for survey control.
 NU0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0095.See file dsdata.txt to determine how the superseded data were derived.
 NU0095
 NU0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN829498(NAD 83)
 NU0095_MARKER: DB = BENCH MARK DISK
 NU0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0095_STAMPING: D 97 1960
 NU0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0095+STABILITY: SURFACE MOTION
 NU0095
 NU0095  HISTORY     - Date     Condition        Report By
 NU0095  HISTORY     - 1960     MONUMENTED       CGS
 NU0095  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0095
 NU0095                          STATION DESCRIPTION
 NU0095
 NU0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0095'0.45 MI E FROM ALAMEDA.
 NU0095'0.15 MILE EASTERLY ON JEFFERSON FROM THE TENDOY SCHOOL IN EAST ALAMEDA
 NU0095'TO MONTE VISTA DRIVE, THENCE 0.3 MILE EAST ON MONTE VISTA DRIVE, 30
 NU0095'FEET NORTH OF THE CENTERLINE OF THE STREET, 3.1 FEET SOUTH OF A METAL
 NU0095'WITNESS POST WITH SIGN, 2 FEET WEST OF A POWER POLE, SET IN A
 NU0095'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 NU0095
 NU0095                          STATION RECOVERY (1971)
 NU0095
 NU0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0851 ***********************************************************************
 NU0851  DESIGNATION -  D 98
 NU0851  PID         -  NU0851
 NU0851  STATE/COUNTY-  ID/CASSIA
 NU0851  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU0851
 NU0851                         *CURRENT SURVEY CONTROL
 NU0851  ___________________________________________________________________
 NU0851* NAD 83(1986)-  42 35 55.     (N)    113 13 45.     (W)     SCALED    
 NU0851* NAVD 88     -      1298.119  (meters)    4258.91   (feet)  ADJUSTED  
 NU0851  ___________________________________________________________________
 NU0851  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 NU0851  DYNAMIC HT  -        1297.370 (meters)    4256.45  (feet)  COMP
 NU0851  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 NU0851
 NU0851  VERT ORDER  -  SECOND    CLASS 0
 NU0851
 NU0851.The horizontal coordinates were scaled from a topographic map and have
 NU0851.an estimated accuracy of +/- 6 seconds.
 NU0851
 NU0851.The orthometric height was determined by differential leveling
 NU0851.and adjusted by the National Geodetic Survey in June 1991..
 NU0851
 NU0851.The geoid height was determined by GEOID03.
 NU0851
 NU0851.The dynamic height is computed by dividing the NAVD 88
 NU0851.geopotential number by the normal gravity value computed on the
 NU0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0851.degrees latitude (g = 980.6199 gals.).
 NU0851
 NU0851.The modeled gravity was interpolated from observed gravity values.
 NU0851
 NU0851;                    North         East    Units  Estimated Accuracy
 NU0851;SPC ID C     -   103,800.      563,260.      MT  (+/- 180 meters Scaled)
 NU0851
 NU0851                          SUPERSEDED SURVEY CONTROL
 NU0851
 NU0851  NGVD 29 (??/??/92) 1297.129  (m)         4255.66   (f) ADJ UNCH    2 0
 NU0851
 NU0851.Superseded values are not recommended for survey control.
 NU0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0851.See file dsdata.txt to determine how the superseded data were derived.
 NU0851
 NU0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN171186(NAD 83)
 NU0851_MARKER: DB = BENCH MARK DISK
 NU0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0851_SP_SET: OVERPASS
 NU0851_STAMPING: D 98 1960
 NU0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0851
 NU0851  HISTORY     - Date     Condition        Report By
 NU0851  HISTORY     - 1960     MONUMENTED       CGS
 NU0851  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0851
 NU0851                          STATION DESCRIPTION
 NU0851
 NU0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0851'0.5 MI NE FROM RAFT RIVER.
 NU0851'0.5 MILE EASTWARD ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) AND
 NU0851'SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE EAST BOUND
 NU0851'OVERPASS, IN THE CONCRETE ROADBED, 18.0 FEET SOUTH OF THE CENTER LINE
 NU0851'OF THE EAST BOUND TRAFFIC LANE, 4.0 FEET NORTHEAST OF THE SOUTHWEST
 NU0851'CORNER OF THE STRUCTURE.
 NU0851
 NU0851                          STATION RECOVERY (1983)
 NU0851
 NU0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0851'NOT RECOVERED.  BRIDGE FLOOR HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0236 ***********************************************************************
 NU0236  DESIGNATION -  D 99
 NU0236  PID         -  NU0236
 NU0236  STATE/COUNTY-  ID/BANNOCK
 NU0236  USGS QUAD   -  ARIMO (1968)
 NU0236
 NU0236                         *CURRENT SURVEY CONTROL
 NU0236  ___________________________________________________________________
 NU0236* NAD 83(1986)-  42 32 46.     (N)    112 10 22.     (W)     SCALED    
 NU0236* NAVD 88     -      1419.632  (meters)    4657.58   (feet)  ADJUSTED  
 NU0236  ___________________________________________________________________
 NU0236  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 NU0236  DYNAMIC HT  -        1418.721 (meters)    4654.59  (feet)  COMP
 NU0236  MODELED GRAV-     979,930.4   (mgal)                       NAVD 88
 NU0236
 NU0236  VERT ORDER  -  SECOND    CLASS 0
 NU0236
 NU0236.The horizontal coordinates were scaled from a topographic map and have
 NU0236.an estimated accuracy of +/- 6 seconds.
 NU0236
 NU0236.The orthometric height was determined by differential leveling
 NU0236.and adjusted by the National Geodetic Survey in June 1991..
 NU0236
 NU0236.The geoid height was determined by GEOID03.
 NU0236
 NU0236.The dynamic height is computed by dividing the NAVD 88
 NU0236.geopotential number by the normal gravity value computed on the
 NU0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0236.degrees latitude (g = 980.6199 gals.).
 NU0236
 NU0236.The modeled gravity was interpolated from observed gravity values.
 NU0236
 NU0236;                    North         East    Units  Estimated Accuracy
 NU0236;SPC ID E     -    97,680.      199,500.      MT  (+/- 180 meters Scaled)
 NU0236
 NU0236                          SUPERSEDED SURVEY CONTROL
 NU0236
 NU0236  NGVD 29 (??/??/92) 1418.551  (m)         4654.03   (f) ADJ UNCH    2 0
 NU0236
 NU0236.Superseded values are not recommended for survey control.
 NU0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0236.See file dsdata.txt to determine how the superseded data were derived.
 NU0236
 NU0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN037110(NAD 83)
 NU0236_MARKER: DB = BENCH MARK DISK
 NU0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0236_STAMPING: D 99 1960
 NU0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0236+STABILITY: SURFACE MOTION
 NU0236
 NU0236  HISTORY     - Date     Condition        Report By
 NU0236  HISTORY     - 1960     MONUMENTED       CGS
 NU0236  HISTORY     - 1968     GOOD             USGS
 NU0236  HISTORY     - 19920726 GOOD             USPSQD
 NU0236
 NU0236                          STATION DESCRIPTION
 NU0236
 NU0236'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NU0236'0.3 MI W FROM ARIMO.
 NU0236'0.3 MILES WEST FROM POST OFFICE AT ARIMO TO T-ROAD, THENCE RIGHT
 NU0236'(NORTH) 0.3 MILES TO PAVED ROAD LEADING TO FREEWAY, 0.2 MILES WEST ON
 NU0236'PAVED ROAD TO EXIT FOR SOUTH BOUND TRAFFIC ON INTERSTATE 15, THENCE
 NU0236'LEFT (SOUTH) 1.5 MILES ALONG INTERSTATE 15, 70 FEET NORTHEAST FROM
 NU0236'CENTERLINE OF NORTH BOUND TRAFFIC LANE, 5.7 FEET NORTHWEST FROM A
 NU0236'METAL WITNESS POST SIGN, SET IN CYLINDRICAL CONCRETE MONUMENT
 NU0236'PROJECTING 0.5 FOOT ABOVE GROUND AND ABOUT LEVEL WITH TRAFFIC LANE.
 NU0236
 NU0236                          STATION RECOVERY (1992)
 NU0236
 NU0236'RECOVERY NOTE BY US POWER SQUADRON 1992 (WLR)
 NU0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1344 ***********************************************************************
 OH1344  DESIGNATION -  DAB
 OH1344  PID         -  OH1344
 OH1344  STATE/COUNTY-  ID/ADA
 OH1344  USGS QUAD   -  KUNA (1992)
 OH1344
 OH1344                         *CURRENT SURVEY CONTROL
 OH1344  ___________________________________________________________________
 OH1344* NAD 83(1992)-  43 28 25.93026(N)    116 27 12.60842(W)     ADJUSTED  
 OH1344* NAVD 88     -       824.0    (meters)    2703.     (feet)  VERTCON   
 OH1344  ___________________________________________________________________
 OH1344  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 OH1344  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 OH1344
 OH1344  HORZ ORDER  -  SECOND
 OH1344
 OH1344.The horizontal coordinates were established by classical geodetic methods
 OH1344.and adjusted by the National Geodetic Survey in July 1992..
 OH1344
 OH1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1344
 OH1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1344
 OH1344.The geoid height was determined by GEOID03.
 OH1344
 OH1344;                    North         East     Units Scale Factor Converg.
 OH1344;SPC ID W     -   200,979.043   743,082.252   MT  0.99997317   -0 29 02.5
 OH1344;UTM  11      - 4,813,584.422   544,200.322   MT  0.99962403   +0 22 33.6
 OH1344
 OH1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1344!SPC ID W     -   0.99987349  x   0.99997317  =   0.99984666
 OH1344!UTM  11      -   0.99987349  x   0.99962403  =   0.99949757
 OH1344
 OH1344:                Primary Azimuth Mark                     Grid Az
 OH1344:SPC ID W     -  KUNA                                     172 06 33.2
 OH1344:UTM  11      -  KUNA                                     171 14 57.1
 OH1344
 OH1344|---------------------------------------------------------------------|
 OH1344| PID    Reference Object                     Distance      Geod. Az  |
 OH1344|                                                           dddmmss.s |
 OH1344| OH1340 KUNA                                APPROX. 3.2 KM 1713730.7 |
 OH1344| OH1343 DAB PP                                1.945 METERS 17555     |
 OH1344| CD4965 DAB RM 2                             12.125 METERS 27023     |
 OH1344| CD4964 DAB RM 1                              8.984 METERS 35544     |
 OH1344|---------------------------------------------------------------------|
 OH1344
 OH1344                          SUPERSEDED SURVEY CONTROL
 OH1344
 OH1344  NAD 83(1986)-  43 28 25.93036(N)    116 27 12.60561(W) AD(       ) 2
 OH1344  NAD 27      -  43 28 26.34043(N)    116 27 09.16239(W) AD(       ) 2
 OH1344  NGVD 29 (07/19/86)  823.0    (m)         2700.     (f) VERT ANG       
 OH1344
 OH1344.Superseded values are not recommended for survey control.
 OH1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1344.See file dsdata.txt to determine how the superseded data were derived.
 OH1344
 OH1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4420013584(NAD 83)
 OH1344_MARKER: DS = TRIANGULATION STATION DISK
 OH1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OH1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1344+STABILITY: SURFACE MOTION
 OH1344
 OH1344  HISTORY     - Date     Condition        Report By
 OH1344  HISTORY     - 1979     MONUMENTED       NGS
 OH1344
 OH1344                          STATION DESCRIPTION
 OH1344
 OH1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1344'THE STATION IS LOCATED 4 1/2 MILES EAST-NORTHEAST OF THE SMALL TOWN
 OH1344'OF BOWMONT AND 3 MILES SOUTHWEST OF KUNA AND ON THE ROAD
 OH1344'RIGHT-OF-WAY FOR BLACKCAT ROAD.
 OH1344'
 OH1344'TO REACH THE STATION FROM THE POST OFFICE IN KUNA GO WEST ON STATE
 OH1344'HIGHWAY 69, FIRST STREET FOR 1.9 MILES TO THE JUNCTION OF BLACKCAT
 OH1344'ROAD.  TURN LEFT ON BLACKCAT ROAD AND GO SOUTH FOR 1.0 MILE TO
 OH1344'THE JUNCTION OF KING ROAD AND THE STATION ON THE LEFT.
 OH1344'
 OH1344'THE STATION IS A STANDARD NGS DISK
 OH1344'STAMPED---DAB 1979---,
 OH1344'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1344'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 OH1344'22.0 FEET NORTHEAST FROM POWER POLE NUMBER 21.
 OH1344'43.0 FEET EAST FROM THE CENTER OF BLACKCAT ROAD.
 OH1344'48.0 FEET NORTH FROM THE CENTER OF KING ROAD.
 OH1344'THE UNDERGROUND MARK IS A STANDARD NGS DISK,
 OH1344'STAMPED---DAB 1979---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.
 OH1344'1.0 METER BELOW THE SURFACE.
 OH1344'
 OH1344'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 OH1344'STAMPED---DAB NO 1 1979---,
 OH1344'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1344'FLUSH WITH GROUND.  IT IS LOCATED
 OH1344'20.0 FEET EAST FROM THE CENTER OF BLACKCAT ROAD.
 OH1344'70.0 FEET NORTH FROM THE CENTER OF KING ROAD.
 OH1344'130.0 FEET SOUTH-SOUTHEAST FROM A POWER POLE WITH A TRANSFOMER.
 OH1344'MARK IS LEVEL WITH STATION.
 OH1344'
 OH1344'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 OH1344'STAMPED---DAB NO 2 1979---,
 OH1344'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1344'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1344'19.0 FEET NORTH FROM POWER POLE NUMBER 21
 OH1344'23.0 FEET WEST FROM THE CENTER OF BLACKCAT ROAD.
 OH1344'42.0 FEET NORTH FROM THE CENTER OF KING ROAD.
 OH1344'152.2 FEET SOUTH FROM A POWER POLE WITH A TRANSFORMER.
 OH1344'MARK IS ABOVE STATION 0.3 METERS.
 OH1344'
 OH1344'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.04 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0512 ***********************************************************************
 NT0512  DESIGNATION -  DAIRY
 NT0512  PID         -  NT0512
 NT0512  STATE/COUNTY-  ID/CARIBOU
 NT0512  USGS QUAD   -  HARRINGTON PEAK (1980)
 NT0512
 NT0512                         *CURRENT SURVEY CONTROL
 NT0512  ___________________________________________________________________
 NT0512* NAD 83(1992)-  42 37 10.69560(N)    111 17 10.06582(W)     ADJUSTED  
 NT0512* NAVD 88     -      2380.2    (meters)    7809.     (feet)  VERTCON   
 NT0512  ___________________________________________________________________
 NT0512  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 NT0512  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 NT0512
 NT0512  HORZ ORDER  -  THIRD
 NT0512
 NT0512.The horizontal coordinates were established by classical geodetic methods
 NT0512.and adjusted by the National Geodetic Survey in July 1992..
 NT0512
 NT0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0512
 NT0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0512
 NT0512.The geoid height was determined by GEOID03.
 NT0512
 NT0512;                    North         East     Units Scale Factor Converg.
 NT0512;SPC ID E     -   106,222.578   272,237.592   MT  1.00001155   +0 35 46.5
 NT0512;UTM  12      - 4,718,617.288   476,534.717   MT  0.99960677   -0 11 37.5
 NT0512
 NT0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0512!SPC ID E     -   0.99962868  x   1.00001155  =   0.99964022
 NT0512!UTM  12      -   0.99962868  x   0.99960677  =   0.99923559
 NT0512
 NT0512:                Primary Azimuth Mark                     Grid Az
 NT0512:SPC ID E     -  HARRINGTON                               225 47 48.7
 NT0512:UTM  12      -  HARRINGTON                               226 35 12.7
 NT0512
 NT0512|---------------------------------------------------------------------|
 NT0512| PID    Reference Object                     Distance      Geod. Az  |
 NT0512|                                                           dddmmss.s |
 NT0512| NT0513 HARRINGTON                          APPROX. 6.0 KM 2262335.2 |
 NT0512|---------------------------------------------------------------------|
 NT0512
 NT0512                          SUPERSEDED SURVEY CONTROL
 NT0512
 NT0512  NAD 83(1986)-  42 37 10.68588(N)    111 17 10.05749(W) AD(       ) 3
 NT0512  NAD 27      -  42 37 10.94596(N)    111 17 07.30285(W) AD(       ) 3
 NT0512  NGVD 29 (07/19/86) 2378.9    (m)         7805.     (f) VERT ANG       
 NT0512
 NT0512.Superseded values are not recommended for survey control.
 NT0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0512.See file dsdata.txt to determine how the superseded data were derived.
 NT0512
 NT0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN7653518617(NAD 83)
 NT0512_MARKER: DD = SURVEY DISK
 NT0512_SETTING: 66 = SET IN ROCK OUTCROP
 NT0512_SP_SET: SET IN ROCK OUTCROP
 NT0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0512+STABILITY: POSITION/ELEVATION WELL
 NT0512
 NT0512  HISTORY     - Date     Condition        Report By
 NT0512  HISTORY     - 1947     MONUMENTED       USGS
 NT0512
 NT0512                          STATION DESCRIPTION
 NT0512
 NT0512'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NT0512'LOCATED 16 MI. (AIRLINE) ESE. OF SODA SPRINGS, 11 MI. NE. OF
 NT0512'GEORGETOWN, ON DIVIDE BETWEEN SLUG CREEK AND THE S. END OF DRY VALLEY,
 NT0512'ON HIGHEST POINT OF A HILL COVERED WITH PINE TIMBER ON THE N. SIDE.
 NT0512'THERE IS A HIGHER TOP 0.75 MI. S. ALSO COVERED WITH PINE ON N. SLOPE.
 NT0512'
 NT0512'TO REACH FROM GEORGETOWN POST OFFICE, DRIVE E. ON GEORGETOWN CANYON
 NT0512'RD. FOR 2.5 MI., TURN LEFT (N.) AND DRIVE ON BLACKFOOT RIVER RD.
 NT0512'ACROSS SUMMIT VIEW PASS FOR 10.5 MI. TO VERY DIM TRAIL LEADING E. UP
 NT0512'A DRAW, LEAVE TRUCK AND WALK UP DRAW AND UP VERY STEEP SLOPE DIRECTLY
 NT0512'AHEAD FOR 0.5 MI. TO TOP OF HILL AND STATION.
 NT0512'
 NT0512'STATION MARK--STANDARD TABLET STAMPED---DAIRY 1947---, CEMENTED IN
 NT0512'SOLID ROCK OUTCROP.
 NT0512'
 NT0512'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NT0512'---NO 1---, CEMENTED IN SOLID ROCK OUTCROP, 26.27 FT. FROM STATION
 NT0512'MARK, S 69 DEG 25 MIN E.
 NT0512'
 NT0512'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NT0512'---NO 2---, CEMENTED IN SOLID ROCK OUTCROP, 29.51 FT. FROM STATION
 NT0512'MARK, S 22 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1239 ***********************************************************************
 RA1239  DESIGNATION -  DAIRY
 RA1239  PID         -  RA1239
 RA1239  STATE/COUNTY-  ID/IDAHO
 RA1239  USGS QUAD   -  DAIRY MOUNTAIN (1995)
 RA1239
 RA1239                         *CURRENT SURVEY CONTROL
 RA1239  ___________________________________________________________________
 RA1239* NAD 83(1992)-  45 40 54.49070(N)    116 07 16.24653(W)     ADJUSTED  
 RA1239* NAVD 88     -      1977.9    (meters)    6489.     (feet)  VERTCON   
 RA1239  ___________________________________________________________________
 RA1239  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 RA1239  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RA1239
 RA1239  HORZ ORDER  -  FIRST
 RA1239
 RA1239.The horizontal coordinates were established by classical geodetic methods
 RA1239.and adjusted by the National Geodetic Survey in July 1992..
 RA1239
 RA1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1239
 RA1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1239
 RA1239.The geoid height was determined by GEOID03.
 RA1239
 RA1239;                    North         East     Units Scale Factor Converg.
 RA1239;SPC ID W     -   446,142.638   771,084.765   MT  0.99994361   -0 15 56.1
 RA1239;UTM  11      - 5,059,070.147   568,438.055   MT  0.99965758   +0 37 43.7
 RA1239
 RA1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1239!SPC ID W     -   0.99969247  x   0.99994361  =   0.99963609
 RA1239!UTM  11      -   0.99969247  x   0.99965758  =   0.99935015
 RA1239
 RA1239|---------------------------------------------------------------------|
 RA1239| PID    Reference Object                     Distance      Geod. Az  |
 RA1239|                                                           dddmmss.s |
 RA1239| CH7195 DAIRY RM 1                           20.316 METERS 17536     |
 RA1239| CH7196 DAIRY RM 2                           20.523 METERS 24551     |
 RA1239| RA1261 GRAVE                               APPROX.20.7 KM 2575151.7 |
 RA1239|---------------------------------------------------------------------|
 RA1239
 RA1239                          SUPERSEDED SURVEY CONTROL
 RA1239
 RA1239  NAD 83(1986)-  45 40 54.49174(N)    116 07 16.24469(W) AD(       ) 1
 RA1239  NAD 27      -  45 40 54.88732(N)    116 07 12.74510(W) AD(       ) 1
 RA1239  NGVD 29 (07/19/86) 1976.7    (m)         6485.     (f) VERT ANG       
 RA1239
 RA1239.Superseded values are not recommended for survey control.
 RA1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1239.See file dsdata.txt to determine how the superseded data were derived.
 RA1239
 RA1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6843859070(NAD 83)
 RA1239_MARKER: DS = TRIANGULATION STATION DISK
 RA1239_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RA1239
 RA1239  HISTORY     - Date     Condition        Report By
 RA1239  HISTORY     - 1945     MONUMENTED       CGS
 RA1239  HISTORY     - 1962     GOOD             USGS
 RA1239  HISTORY     - 1963     GOOD             USGS
 RA1239
 RA1239                          STATION DESCRIPTION
 RA1239
 RA1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1239'STATION IS LOCATED ABOUT 9 MILES E AND 5.5 MILES S OF WHITE BIRD, ON
 RA1239'THE MAIN DIVIDE BETWEEN THE S FORK OF SKOOKUMCHUCK CREEK TO THE N
 RA1239'AND SLATE CREEK TO THE S.  STATION IS 4.56 METERS W OF THE DAIRY
 RA1239'MOUNTAIN LOOKOUT.
 RA1239'
 RA1239'TO REACH STATION FROM THE POST OFFICE AT WHITE BIRD, GO S ON U.S.
 RA1239'HIGHWAY 95 FOR 5.65 MILES, TURN LEFT ONTO A GRADED ROAD AS PER THE
 RA1239'SIGN DAIRY MOUNTAIN L.O. AND GO 3.1 MILES, TURN RIGHT (S), CROSS
 RA1239'OVER A BOARD BRIDGE AND FOLLOW THE MAIN TRAVELED ROAD, UP GRADE, FOR
 RA1239'8.35 MILES, TURN SHARP RIGHT AND GO ABOUT 150 YARDS TO THE HIGH
 RA1239'GROUND AND THE STATION JUST W OF THE LOOKOUT TOWER.
 RA1239'
 RA1239'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF AN IRREGULAR
 RA1239'MASS OF CONCRETE WHICH IS FLUSH WITH THE GROUND.  DISK IS STAMPED
 RA1239'DAIRY 1945.
 RA1239'
 RA1239'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 RA1239'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES AND IS ABOUT
 RA1239'5 FEET LOWER THAN THE STATION.  DISK IS STAMPED DAIRY NO 1 1945.
 RA1239'
 RA1239'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 RA1239'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 5
 RA1239'FEET LOWER THAN THE STATION.  DISK IS STAMPED DAIRY NO 2 1945.
 RA1239'
 RA1239'HEIGHT OF LIGHT ABOVE STATION MARK - 14.65 METERS.
 RA1239
 RA1239                          STATION RECOVERY (1962)
 RA1239
 RA1239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RA1239'RECOVERED AS DESCRIBED BY NGS.  NEW TO REACH FOLLOWS.
 RA1239'
 RA1239'TO REACH FROM WHITEBIRD POST OFFICE, DRIVE 5.7 MI S. ON U.S. HWY.
 RA1239'95 TO Y-RD.  TAKE LEFT FORK (DIRT RD.) PER USFS
 RA1239'SIGN DAIRY MOUNTAIN RD. 3.4 MI TO RD. JCT.  TAKE RIGHT FORK 4
 RA1239'MI CROSSING SKOOKUMCHUCK CREEK TO NATIONAL FOREST BDRY., CONTINUE
 RA1239'4.3 MI ON MAIN-TRAVELED RD. TO Y-RD.  TAKE RIGHT FORK UPHILL 1.3
 RA1239'MI TO Y-RD. AT SOUTH END OF WILDHORSE CORRALS.  TAKE LEFT FORK 1
 RA1239'MI TO Y-RD.  TAKE RIGHT FORK 0.4 MI TO RD. JCT., TAKE RIGHT FORK
 RA1239'0.1 MI TO STATION.
 RA1239
 RA1239                          STATION RECOVERY (1963)
 RA1239
 RA1239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RA1239'STATION FOUND IN GOOD CONDITION.
 RA1239'
 RA1239'THE LOOKOUT TOWER HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1573 ***********************************************************************
 NU1573  DESIGNATION -  DALAM
 NU1573  PID         -  NU1573
 NU1573  STATE/COUNTY-  ID/ONEIDA
 NU1573  USGS QUAD   -  MALAD CITY EAST (1984)
 NU1573
 NU1573                         *CURRENT SURVEY CONTROL
 NU1573  ___________________________________________________________________
 NU1573* NAD 83(1994)-  42 08 51.65801(N)    112 11 46.38663(W)     ADJUSTED  
 NU1573* NAVD 88     -      2134.7    (meters)    7004.     (feet)  VERTCON   
 NU1573  ___________________________________________________________________
 NU1573  LAPLACE CORR-           8.38  (seconds)                    DEFLEC99
 NU1573  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 NU1573
 NU1573  HORZ ORDER  -  SECOND
 NU1573
 NU1573.The horizontal coordinates were established by classical geodetic methods
 NU1573.and adjusted by the National Geodetic Survey in November 1997..
 NU1573
 NU1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1573
 NU1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1573
 NU1573.The geoid height was determined by GEOID03.
 NU1573
 NU1573;                    North         East     Units Scale Factor Converg.
 NU1573;SPC ID E     -    53,424.783   197,557.405   MT  0.99994744   -0 01 11.4
 NU1573;UTM  12      - 4,666,865.910   401,160.699   MT  0.99972020   -0 48 10.0
 NU1573
 NU1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1573!SPC ID E     -   0.99966753  x   0.99994744  =   0.99961499
 NU1573!UTM  12      -   0.99966753  x   0.99972020  =   0.99938783
 NU1573
 NU1573|---------------------------------------------------------------------|
 NU1573| PID    Reference Object                     Distance      Geod. Az  |
 NU1573|                                                           dddmmss.s |
 NU1573| CM5423 DALAM RM 1                           13.001 METERS 03531     |
 NU1573| CM5424 DALAM RM 2                           24.761 METERS 17111     |
 NU1573| NU0393 Z 99                                               2655240.1 |
 NU1573|---------------------------------------------------------------------|
 NU1573
 NU1573                          SUPERSEDED SURVEY CONTROL
 NU1573
 NU1573  NAD 83(1992)-  42 08 51.65623(N)    112 11 46.38178(W) AD(       ) 2
 NU1573  NAD 83(1986)-  42 08 51.65426(N)    112 11 46.37862(W) AD(       ) 2
 NU1573  NAD 27      -  42 08 51.93720(N)    112 11 43.50880(W) AD(       ) 2
 NU1573  NGVD 29 (07/19/86) 2133.6    (m)         7000.     (f) VERT ANG       
 NU1573
 NU1573.Superseded values are not recommended for survey control.
 NU1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1573.See file dsdata.txt to determine how the superseded data were derived.
 NU1573
 NU1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0116166866(NAD 83)
 NU1573_MARKER: DS = TRIANGULATION STATION DISK
 NU1573_SETTING: 80 = SET IN A BOULDER
 NU1573_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1573
 NU1573  HISTORY     - Date     Condition        Report By
 NU1573  HISTORY     - 1960     MONUMENTED       CGS
 NU1573
 NU1573                          STATION DESCRIPTION
 NU1573
 NU1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1573'THE STATION IS ABOUT 4 MILES SOUTHEAST OF MALAD CITY AND 1-1/2
 NU1573'MILES EAST OF U.S. HIGHWAY 191, ON A HIGH GRASSY HILL BETWEEN
 NU1573'TWO MILE AND FOUR MILE CREEK.  THIS HILL IS 1/2 MILE SOUTH
 NU1573'OF THE SHARP TIMBERED POINT WHICH IS AT THE NORTH END OF THE
 NU1573'HIGH RIDGE.
 NU1573'
 NU1573'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 191
 NU1573'AND STATE HIGHWAY 37 AT THE EAST EDGE OF MALAD CITY, GO SOUTH
 NU1573'ON U.S. HIGHWAY 191 FOR 1.4 MILES TO A GRAVELED CROSSROAD.
 NU1573'THE AZIMUTH MARK IS 1.3 MILES SOUTH FROM THIS POINT ON THE
 NU1573'RIGHT SIDE OF THE ROAD AS DESCRIBED BELOW.  TURN LEFT ON
 NU1573'GRAVELED ROAD AND GO 1.0 MILE TO THE CITY DUMP ON THE RIGHT,
 NU1573'CONTINUE EAST UP THROUGH CANYON FOR 1.7 MILES TO A GATE ON
 NU1573'THE RIGHT, TURN RIGHT THROUGH GATE ON TRACK ROAD PASSING
 NU1573'BETWEEN TWO OLD SHEDS AND GO SOUTHEAST FOR 0.4 MILE TO A GATE
 NU1573'IN A NORTH-SOUTH FENCE, GO THROUGH GATE AND CONTINUE EAST
 NU1573'AND SOUTH FOR 1.0 MILE TO A GATE IN A EAST-WEST FENCE, PASS
 NU1573'THROUGH GATE AND GO SOUTHWEST ON TRACK ROAD FOR 0.9
 NU1573'MILE, TURN RIGHT LEAVING TRACK ROAD (SOUTHWEST) AND GO 0.2
 NU1573'MILE TO FENCE CORNER AND THE END OF TRUCK TRAVEL.  PACK
 NU1573'SOUTHWEST UP STEEP HILL AND ALONG THE CREST OF THE BALD
 NU1573'RIDGE TO THE END OF THE RIDGE AND THE STATION.  A ONE-HOUR
 NU1573'PACK.
 NU1573'
 NU1573'THE STATION MARK, STAMPED DALAM 1960, IS A STANDARD DISK
 NU1573'CEMENTED IN A DRILL HOLE IN A BURIED BOULDER FLUSH WITH THE
 NU1573'GROUND.
 NU1573'
 NU1573'REFERENCE MARK 1, A STANDARD DISK STAMPED DALAM NO 1 1960,
 NU1573'SET IN A DRILL HOLE IN BEDROCK AND IS ABOUT 3 FEET LOWER THAN
 NU1573'THE STATION.
 NU1573'
 NU1573'REFERENCE MARK 2, IS A STANDARD DISK STAMPED DALAM NO 2 1960,
 NU1573'SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 NU1573'AND IS TWO FEET LOWER THAN THE STATION.
 NU1573'
 NU1573'THE AZIMUTH MARK, STAMPED Z 99 1960, IS A STANDARD BENCH MARK
 NU1573'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 10 INCHES.
 NU1573'IT IS 3-1/2 FEET WEST OF A WIRE FENCE, 6-1/2 FEET NORTHWEST
 NU1573'OF A METAL WITNESS POST WITH SIGN, 10-1/2 FEET SOUTHEAST OF
 NU1573'A TELEPHONE POLE, 43 FEET EAST OF THE EAST RAIL OF RAILROAD
 NU1573'TRACK AND 51 YARDS WEST OF THE CENTERLINE OF U.S. HIGHWAY 191.
 NU1573'
 NU1573'HEIGHT OF LIGHT ABOVE STATION MARK 1.65 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0314 ***********************************************************************
 QZ0314  DESIGNATION -  DALE
 QZ0314  PID         -  QZ0314
 QZ0314  STATE/COUNTY-  ID/IDAHO
 QZ0314  USGS QUAD   -  WHITEWATER RANCH (1987)
 QZ0314
 QZ0314                         *CURRENT SURVEY CONTROL
 QZ0314  ___________________________________________________________________
 QZ0314* NAD 83(1992)-  45 32 07.98393(N)    115 18 37.56574(W)     ADJUSTED  
 QZ0314* NAVD 88     -       984.276  (meters)    3229.25   (feet)  ADJUSTED  
 QZ0314  ___________________________________________________________________
 QZ0314  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 QZ0314  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 QZ0314  DYNAMIC HT  -         983.786 (meters)    3227.64  (feet)  COMP
 QZ0314  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 QZ0314
 QZ0314  HORZ ORDER  -  THIRD
 QZ0314  VERT ORDER  -  SECOND    CLASS 0
 QZ0314
 QZ0314.The horizontal coordinates were established by classical geodetic methods
 QZ0314.and adjusted by the National Geodetic Survey in July 1992..
 QZ0314
 QZ0314.The orthometric height was determined by differential leveling
 QZ0314.and adjusted by the National Geodetic Survey in June 1991..
 QZ0314
 QZ0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0314
 QZ0314.The geoid height was determined by GEOID03.
 QZ0314
 QZ0314.The dynamic height is computed by dividing the NAVD 88
 QZ0314.geopotential number by the normal gravity value computed on the
 QZ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0314.degrees latitude (g = 980.6199 gals.).
 QZ0314
 QZ0314.The modeled gravity was interpolated from observed gravity values.
 QZ0314
 QZ0314;                    North         East     Units Scale Factor Converg.
 QZ0314;SPC ID W     -   429,915.727   834,331.633   MT  0.99994782   +0 18 49.4
 QZ0314;UTM  11      - 5,043,834.468   631,916.888   MT  0.99981395   +1 12 21.6
 QZ0314
 QZ0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0314!SPC ID W     -   0.99984805  x   0.99994782  =   0.99979588
 QZ0314!UTM  11      -   0.99984805  x   0.99981395  =   0.99966203
 QZ0314
 QZ0314|---------------------------------------------------------------------|
 QZ0314| PID    Reference Object                     Distance      Geod. Az  |
 QZ0314|                                                           dddmmss.s |
 QZ0314| QZ0312 DALE RM 1                            23.489 METERS 05939     |
 QZ0314| QZ0666 TROUT                               APPROX. 4.0 KM 1422229.5 |
 QZ0314| QZ0313 DALE RM 2                            31.639 METERS 33511     |
 QZ0314|---------------------------------------------------------------------|
 QZ0314
 QZ0314                          SUPERSEDED SURVEY CONTROL
 QZ0314
 QZ0314  NAD 83(1986)-  45 32 07.98680(N)    115 18 37.56052(W) AD(       ) 3
 QZ0314  NAD 27      -  45 32 08.30921(N)    115 18 34.12550(W) AD(       ) 3
 QZ0314  NGVD 29 (??/??/92)  982.947  (m)         3224.89   (f) ADJ UNCH    2 0
 QZ0314
 QZ0314.Superseded values are not recommended for survey control.
 QZ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0314.See file dsdata.txt to determine how the superseded data were derived.
 QZ0314
 QZ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL3191743834(NAD 83)
 QZ0314_MARKER: DS = TRIANGULATION STATION DISK
 QZ0314_SETTING: 80 = SET IN A BOULDER
 QZ0314_SP_SET: BOULDER
 QZ0314_STAMPING: DALE 1945
 QZ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0314+STABILITY: SURFACE MOTION
 QZ0314
 QZ0314  HISTORY     - Date     Condition        Report By
 QZ0314  HISTORY     - 1946     MONUMENTED       CGS
 QZ0314  HISTORY     - 1946     GOOD             CGS
 QZ0314
 QZ0314                          STATION DESCRIPTION
 QZ0314
 QZ0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0314'THE STATION IS LOCATED IN THE NEZPERCE NATIONAL FOREST, ABOUT
 QZ0314'10 MILES E OF THE DIXIE RANGER STATION, ABOUT 12.5 MILES S
 QZ0314'OF THE RED RIVER RANGER STATION, AND ABOUT 1 MILE N OF THE
 QZ0314'DALE RANCH WHICH IS ON THE SALMON RIVER.
 QZ0314'
 QZ0314'THE STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER,
 QZ0314'STAMPED DALE 1945 AND IS WITNESSED BY A TRIANGULAR-BLAZED
 QZ0314'TREE WHICH IS 28 FEET ESE OF THE STATION.  THE STATION IS ON
 QZ0314'THE S EDGE OF THE ROAD AND IS 8 FEET S OF ITS APPROXIMATE
 QZ0314'CENTER.  THE UNDERGROUND MARK IS A BRONZE STATION DISK SET
 QZ0314'IN CONCRETE.
 QZ0314'
 QZ0314'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER,
 QZ0314'STAMPED DALE NO 1 1945, PROJECTS 2 FEET ABOVE THE GROUND,
 QZ0314'AND IS APPROXIMATELY 10 FEET HIGHER THAN THE STATION.
 QZ0314'
 QZ0314'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER,
 QZ0314'STAMPED DALE NO 2 1945, PROJECTS 5 FEET ABOVE THE GROUND, AND
 QZ0314'IS LEVEL WITH THE STATION.
 QZ0314'
 QZ0314'NO AZIMUTH MARK WAS SET.
 QZ0314'
 QZ0314'THE PICTURE POINT IS THE LARGE BOULDER THAT CONTAINS REFERENCE
 QZ0314'MARK 2.
 QZ0314'
 QZ0314'TO REACH THE STATION FROM DIXIE POST OFFICE, GO 8 MILES NE
 QZ0314'ON THE ROAD LEADING TO RED RIVER RANGER STATION, THEN TURN
 QZ0314'RIGHT ON THE DALE RANCH ROAD, AND PROCEED FOR 14.6 MILES TO
 QZ0314'THE STATION ON THE RIGHT.  IT IS LOCATED ON THE OUTSIDE EDGE
 QZ0314'OF A SHARP U-TURN AND IS 1.6 MILES BY ROAD FROM DALE RANCH.
 QZ0314
 QZ0314                          STATION RECOVERY (1946)
 QZ0314
 QZ0314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 QZ0314'32.2 MI SE FROM ELK CITY.
 QZ0314'32.2 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE DALE RANCH
 QZ0314'ROAD.  20.2 MILES SOUTH OF THE RED RIVER RANGER STATION.  19.2 MILES
 QZ0314'SOUTH OF THE JUNCTION OF THE DALE RANCH ROAD AND THE DARBY-ELK CITY
 QZ0314'ROAD.  1.6 MILES NORTH OF THE DALE RANCH HOUSE.  ABOUT THE MIDDLE OF
 QZ0314'AND ON THE OUTSIDE OF A HORSESHOE CURVE.  20 FEET WEST AND ACROSS THE
 QZ0314'ROAD FROM A 1 FOOT TRIANGULAR BLAZE ON A 24 INCH DEAD PINE TREE. 27.6
 QZ0314'FEET NORTH, AND ON THE SAME SIDE OF THE ROAD, OF A 1 FOOT TRIANGULAR
 QZ0314'BLAZE ON A 36 INCH PINE TREE.  9.6 FEET WEST OF THE CENTER-LINE OF THE
 QZ0314'ROAD.  SET IN THE TOP OF A BOULDER BURIED IN THE GROUND. A STANDARD
 QZ0314'BRONZE DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0586 ***********************************************************************
 OX0586  DESIGNATION -  DALE
 OX0586  PID         -  OX0586
 OX0586  STATE/COUNTY-  ID/MADISON
 OX0586  USGS QUAD   -  NEWDALE (1979)
 OX0586
 OX0586                         *CURRENT SURVEY CONTROL
 OX0586  ___________________________________________________________________
 OX0586* NAD 83(1992)-  43 52 59.07972(N)    111 33 30.79817(W)     ADJUSTED  
 OX0586* NAVD 88     -      1618.141  (meters)    5308.85   (feet)  POSTED    
 OX0586  ___________________________________________________________________
 OX0586  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 OX0586  GEOID HEIGHT-         -10.72  (meters)                     GEOID03
 OX0586  DYNAMIC HT  -        1617.270 (meters)    5305.99  (feet)  COMP
 OX0586  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 OX0586
 OX0586  HORZ ORDER  -  SECOND
 OX0586  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0586
 OX0586.The horizontal coordinates were established by classical geodetic methods
 OX0586.and adjusted by the National Geodetic Survey in July 1992..
 OX0586
 OX0586.The orthometric height was determined by differential leveling
 OX0586.and adjusted by the National Geodetic Survey in 1992..
 OX0586.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0586.rate of 0.0 thru 1.0 mm/km.
 OX0586
 OX0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0586
 OX0586.The geoid height was determined by GEOID03.
 OX0586
 OX0586.The dynamic height is computed by dividing the NAVD 88
 OX0586.geopotential number by the normal gravity value computed on the
 OX0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0586.degrees latitude (g = 980.6199 gals.).
 OX0586
 OX0586.The modeled gravity was interpolated from observed gravity values.
 OX0586
 OX0586;                    North         East     Units Scale Factor Converg.
 OX0586;SPC ID E     -   246,384.283   248,867.465   MT  0.99997673   +0 25 17.6
 OX0586;UTM  12      - 4,859,038.280   455,130.468   MT  0.99962476   -0 23 13.9
 OX0586
 OX0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0586!SPC ID E     -   0.99974801  x   0.99997673  =   0.99972474
 OX0586!UTM  12      -   0.99974801  x   0.99962476  =   0.99937286
 OX0586
 OX0586|---------------------------------------------------------------------|
 OX0586| PID    Reference Object                     Distance      Geod. Az  |
 OX0586|                                                           dddmmss.s |
 OX0586| OX0587 DALE RM 1                             8.990 METERS 08044     |
 OX0586| OX0585 DALE RM 2                            12.930 METERS 21240     |
 OX0586| OX0718 MOODY MIDLAND ELEVATOR              APPROX. 8.1 KM 2294634.5 |
 OX0586| CN3380 DALE AZ MK                                         2714200.0 |
 OX0586| OX0727 TETON MUNICIPAL TANK                APPROX. 8.8 KM 2731546.7 |
 OX0586| OX0713 NEWDALE MUNICIPAL TANK              APPROX. 3.6 KM 2750823.0 |
 OX0586| OX0725 ST ANTHONY MUNICIPAL TANK           APPROX.13.3 KM 3132648.2 |
 OX0586|---------------------------------------------------------------------|
 OX0586
 OX0586                          SUPERSEDED SURVEY CONTROL
 OX0586
 OX0586  NAD 83(1986)-  43 52 59.07537(N)    111 33 30.77927(W) AD(       ) 2
 OX0586  NAD 27      -  43 52 59.38400(N)    111 33 27.93900(W) AD(       ) 2
 OX0586  NGVD 29 (??/??/92) 1617.029  (m)         5305.20   (f) ADJ UNCH    2 0
 OX0586
 OX0586.Superseded values are not recommended for survey control.
 OX0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0586.See file dsdata.txt to determine how the superseded data were derived.
 OX0586
 OX0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP5513059038(NAD 83)
 OX0586_MARKER: DS = TRIANGULATION STATION DISK
 OX0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0586_STAMPING: DALE 1946
 OX0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0586+STABILITY: SURFACE MOTION
 OX0586
 OX0586  HISTORY     - Date     Condition        Report By
 OX0586  HISTORY     - 1946     MONUMENTED       CGS
 OX0586  HISTORY     - 1951     GOOD             NGS
 OX0586  HISTORY     - 1974     GOOD             NGS
 OX0586  HISTORY     - 1974     GOOD             NGS
 OX0586  HISTORY     - 19970601 GOOD             IDTD
 OX0586
 OX0586                          STATION DESCRIPTION
 OX0586
 OX0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0586'THE STATION IS LOCATED ON THE SOUTH SIDE OF ALTERNATE U.S.
 OX0586'HIGHWAY NO. 20, IN THE SOUTHEAST ANGLE OF A CROSSROAD, 2.6
 OX0586'MILES EAST OF NEWDALE AND IN T6N, R42E, N.W. CORNER SEC. 6.
 OX0586'THE DISK IS SET IN A CONCRETE MONUMENT PROJECTING ABOUT 4
 OX0586'INCHES AND IS STAMPED DALE 1946.  IT IS 81 FEET SOUTH OF THE
 OX0586'CENTER OF ALTERNATE U.S. HIGHWAY NO. 20, 58 FEET EAST OF
 OX0586'THE CENTER OF A DIRT ROAD LEADING SOUTH AND 28 FEET WEST BY
 OX0586'SOUTH OF A TELEGRAPH POLE.
 OX0586'
 OX0586'REFERENCE MARK NO. 1 IS A DISK SET IN A CONCRETE MONUMENT
 OX0586'PROJECTING ABOUT 4 INCHES AND IS STAMPED DALE NO 1 1946.  IT
 OX0586'IS EAST OF THE STATION, 77 FEET SOUTH OF THE CENTER OF HIGHWAY
 OX0586'NO. 20 AND 1 FOOT EAST BY SOUTH OF A TELEGRAPH POLE.
 OX0586'
 OX0586'REFERENCE MARK NO. 2 IS A DISK SET IN A CONCRETE MONUMENT
 OX0586'PROJECTING ABOUT 4 INCHES AND IS STAMPED DALE NO 2 1946.  IT
 OX0586'IS SOUTH SOUTHWEST OF THE STATION AND 39 FEET EAST OF THE CENTER
 OX0586'OF THE DIRT ROAD LEADING SOUTH.
 OX0586'
 OX0586'THE AZIMUTH MARK IS A STATE OF IDAHO DEPT. OF PUBLIC WORKS
 OX0586'BOUNDARY STATE RIGHT OF WAY MARK, A BRASS DISK SET IN A CONCRETE
 OX0586'MONUMENT 6 INCHES SQUARE AND PROJECTING ABOUT 6 INCHES AND HAS
 OX0586'BEEN STAMPED DALE AZI. MK. 1946.  IT IS 0.8 MILE WEST OF
 OX0586'THE STATION, 53 FEET NORTH OF THE CENTER OF ALTERNATE U.S.
 OX0586'HIGHWAY NO. 20 AND 1 FOOT NORTH OF A POWER LINE POLE.
 OX0586'
 OX0586'TO REACH THE STATION FROM THE HIGHWAY AND RAILROAD CROSSING
 OX0586'IN NEWDALE GO EAST ON ALTERNATE U.S. HIGHWAY NO. 20 FOR 2.6
 OX0586'MILES TO A CROSSROAD, SOME FARM BUILDINGS ON THE RIGHT, SOUTH,
 OX0586'AND THE STATION IN THE SOUTHEAST ANGLE AS DESCRIBED.
 OX0586
 OX0586                          STATION RECOVERY (1951)
 OX0586
 OX0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OX0586'2.5 MI E FROM NEWDALE.
 OX0586'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0586'NEWDALE, THENCE 2.4 MILES EAST ALONG U. S. HIGHWAY 20, AT A FARM ROAD
 OX0586'CROSSING, 82 1/2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 58 FEET
 OX0586'EAST OF THE CENTER LINE OF THE ROAD, 5 FEET WEST OF A WITNESS POST,
 OX0586'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 OX0586'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OX0586
 OX0586                          STATION RECOVERY (1974)
 OX0586
 OX0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OX0586'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OX0586'WAS FOUND IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND
 OX0586'COMPLETE DESCRIPTION FOLLOWS.
 OX0586'
 OX0586'THE STATION IS ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 33.
 OX0586'
 OX0586'TO REACH THE STATION FROM THE NEWDALE RAILROAD STATION GO
 OX0586'SOUTH FOR 0.1 MILE TO STATE HIGHWAY 33, TURN LEFT, AND GO EAST
 OX0586'ON STATE HIGHWAY 33 FOR 1.7 MILES TO THE AZIMUTH MARK ON THE
 OX0586'LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.75 MILE TO THE STATION,
 OX0586'AND REFERENCE MARKS ON THE RIGHT.
 OX0586'
 OX0586'THE STATION MARK, STAMPED DALE 1946, IS A STANDARD DISK SET
 OX0586'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES,
 OX0586'0.1 MILE EAST OF MILEPOST NO. 9, 90 FEET WEST OF THE CENTER
 OX0586'OF A SIDE ROAD SOUTH TO MOODY MEADOW, 83.5 FEET SOUTH OF THE
 OX0586'CENTER OF STATE HIGHWAY 33, 30 FEET EAST-SOUTHEAST OF A METAL
 OX0586'WITNESS POST, AND 28 FEET EAST-SOUTHEAST OF POWER POLE NO. 208.
 OX0586'
 OX0586'REFERENCE MARK NO. 1, STAMPED DALE NO 1 1946, IS A STANDARD
 OX0586'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OX0586'2-INCHES, 80 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND 64
 OX0586'FEET WEST OF THE CENTER OF THE ROAD SOUTH TO MOODY MEADOW.
 OX0586'
 OX0586'REFERENCE MARK NO. 2, STAMPED DALE NO 2 1946, IS A STANDARD
 OX0586'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OX0586'1-INCH, 120 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 33, 41
 OX0586'FEET SOUTH OF POWER POLE NO. 208, AND 2 FEET NORTHWEST OF A
 OX0586'FENCE POST WITH A WITNESS SIGN NAILED ON IT.
 OX0586'
 OX0586'THE AZIMUTH MARK, STAMPED DALE AZI MK 1946, IS AN IDAHO
 OX0586'DEPARTMENT OF PUBLIC WORKS DISK SET IN A 6-INCH SQUARE CONCRETE
 OX0586'MONUMENT THAT PROJECTS 6-INCHES, 28 FEET NORTH OF THE CENTER
 OX0586'OF STATE HIGHWAY 33, 24 FEET WEST OF THE CENTER OF A FIELD
 OX0586'DRIVEWAY, 1 FOOT NORTHWEST OF A POWER POLE, AND 1 FOOT EAST
 OX0586'OF A WITNESS POST.
 OX0586'
 OX0586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 OX0586'EAST
 OX0586
 OX0586                          STATION RECOVERY (1974)
 OX0586
 OX0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OX0586'REACHED FROM THE NEWDALE RAILROAD STATION GO SOUTH FOR 0.1 MILE TO
 OX0586'STATE HIGHWAY 33, TURN LEFT, AND GO EAST ON STATE HIGHWAY 33 FOR 2.45
 OX0586'MILES TO THE BENCH MARK ON THE RIGHT, 0.1 MILE EAST OF MILEPOST NO.
 OX0586'9, 90 FEET WEST OF THE CENTER OF A SIDE ROAD SOUTH TO MOODY MEADOW,
 OX0586'83.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 33, 28 FEET
 OX0586'EAST-SOUTHEAST OF POWER POLE NO. 208, AND 2 FEET NORTH OF A ROCK
 OX0586'CAIRN SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OX0586'2-INCHES.
 OX0586
 OX0586                          STATION RECOVERY (1997)
 OX0586
 OX0586'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 OX0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0582 ***********************************************************************
 OX0582  DESIGNATION -  DALE AZ MK
 OX0582  PID         -  OX0582
 OX0582  STATE/COUNTY-  ID/FREMONT
 OX0582  USGS QUAD   -  NEWDALE (1979)
 OX0582
 OX0582                         *CURRENT SURVEY CONTROL
 OX0582  ___________________________________________________________________
 OX0582* NAD 83(1986)-  43 53 01.     (N)    111 34 28.     (W)     SCALED    
 OX0582* NAVD 88     -      1594.331  (meters)    5230.73   (feet)  POSTED    
 OX0582  ___________________________________________________________________
 OX0582  GEOID HEIGHT-         -10.75  (meters)                     GEOID03
 OX0582  DYNAMIC HT  -        1593.480 (meters)    5227.94  (feet)  COMP
 OX0582  MODELED GRAV-     980,027.6   (mgal)                       NAVD 88
 OX0582
 OX0582  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0582
 OX0582.The horizontal coordinates were scaled from a topographic map and have
 OX0582.an estimated accuracy of +/- 6 seconds.
 OX0582
 OX0582.The orthometric height was determined by differential leveling
 OX0582.and adjusted by the National Geodetic Survey in 1992..
 OX0582.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0582.rate of 0.0 thru 1.0 mm/km.
 OX0582
 OX0582.The geoid height was determined by GEOID03.
 OX0582
 OX0582.The dynamic height is computed by dividing the NAVD 88
 OX0582.geopotential number by the normal gravity value computed on the
 OX0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0582.degrees latitude (g = 980.6199 gals.).
 OX0582
 OX0582.The modeled gravity was interpolated from observed gravity values.
 OX0582
 OX0582;                    North         East    Units  Estimated Accuracy
 OX0582;SPC ID E     -   246,430.      247,590.      MT  (+/- 180 meters Scaled)
 OX0582
 OX0582                          SUPERSEDED SURVEY CONTROL
 OX0582
 OX0582  NGVD 29 (??/??/92) 1593.226  (m)         5227.11   (f) ADJ UNCH    2 0
 OX0582
 OX0582.Superseded values are not recommended for survey control.
 OX0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0582.See file dsdata.txt to determine how the superseded data were derived.
 OX0582
 OX0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP538591(NAD 83)
 OX0582_MARKER: DD = SURVEY DISK
 OX0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0582_STAMPING: DALE AZI MK 1946
 OX0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0582+STABILITY: SURFACE MOTION
 OX0582
 OX0582  HISTORY     - Date     Condition        Report By
 OX0582  HISTORY     - 1946     MONUMENTED       IDPWD
 OX0582  HISTORY     - 1951     GOOD             NGS
 OX0582  HISTORY     - 1974     GOOD             NGS
 OX0582  HISTORY     - 20060410 MARK NOT FOUND   IDTD
 OX0582
 OX0582                          STATION DESCRIPTION
 OX0582
 OX0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0582'1.8 MI E FROM NEWDALE.
 OX0582'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0582'NEWDALE, THENCE 1.7 MILES EAST ALONG U. S. HIGHWAY 20, AT ABOUT THE
 OX0582'CREST OF A SMALL RISE IN THE HIGHWAY, 29 FEET NORTH OF THE CENTER LINE
 OX0582'OF THE HIGHWAY, 1.5 FEET NORTH OF A POWER LINE POLE, AND ABOUT LEVEL
 OX0582'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 OX0582'FOOT ABOVE THE GROUND.
 OX0582
 OX0582                          STATION RECOVERY (1974)
 OX0582
 OX0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OX0582'REACHED FROM THE NEWDALE RAILROAD STATION GO SOUTH FOR 0.1 MILE TO
 OX0582'STATE HIGHWAY 33, TURN LEFT, AND GO EAST ON STATE HIGHWAY 33 FOR 1.7
 OX0582'MILES TO THE BENCH MARK ON THE LEFT, 28 FEET NORTH OF THE CENTER OF
 OX0582'THE HIGHWAY, 24 FEET WEST OF THE CENTER OF A FIELD DRIVEWAY, 1 FOOT
 OX0582'NORTHWEST OF A POWER POLE, AND 1 FOOT EAST OF A WITNESS POST, SET IN
 OX0582'A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 6-INCHES.
 OX0582
 OX0582                          STATION RECOVERY (2006)
 OX0582
 OX0582'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (JCH)
 OX0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0312 ***********************************************************************
 QZ0312  DESIGNATION -  DALE RM 1
 QZ0312  PID         -  QZ0312
 QZ0312  STATE/COUNTY-  ID/IDAHO
 QZ0312  USGS QUAD   -  WHITEWATER RANCH (1987)
 QZ0312
 QZ0312                         *CURRENT SURVEY CONTROL
 QZ0312  ___________________________________________________________________
 QZ0312* NAD 83(1986)-  45 32 08.     (N)    115 18 37.     (W)     SCALED    
 QZ0312* NAVD 88     -       987.839  (meters)    3240.94   (feet)  ADJUSTED  
 QZ0312  ___________________________________________________________________
 QZ0312  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 QZ0312  DYNAMIC HT  -         987.348 (meters)    3239.32  (feet)  COMP
 QZ0312  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 QZ0312
 QZ0312  VERT ORDER  -  SECOND    CLASS 0
 QZ0312
 QZ0312.The horizontal coordinates were scaled from a topographic map and have
 QZ0312.an estimated accuracy of +/- 6 seconds.
 QZ0312
 QZ0312.The orthometric height was determined by differential leveling
 QZ0312.and adjusted by the National Geodetic Survey in June 1991..
 QZ0312
 QZ0312.The geoid height was determined by GEOID03.
 QZ0312
 QZ0312.The dynamic height is computed by dividing the NAVD 88
 QZ0312.geopotential number by the normal gravity value computed on the
 QZ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0312.degrees latitude (g = 980.6199 gals.).
 QZ0312
 QZ0312.The modeled gravity was interpolated from observed gravity values.
 QZ0312
 QZ0312;                    North         East    Units  Estimated Accuracy
 QZ0312;SPC ID W     -   429,920.      834,340.      MT  (+/- 180 meters Scaled)
 QZ0312
 QZ0312                          SUPERSEDED SURVEY CONTROL
 QZ0312
 QZ0312  NGVD 29 (??/??/92)  986.510  (m)         3236.57   (f) ADJ UNCH    2 0
 QZ0312
 QZ0312.Superseded values are not recommended for survey control.
 QZ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0312.See file dsdata.txt to determine how the superseded data were derived.
 QZ0312
 QZ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL319438(NAD 83)
 QZ0312_MARKER: DR = REFERENCE MARK DISK
 QZ0312_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0312_SP_SET: ROCK OUTCROP
 QZ0312_STAMPING: DALE NO 1 1945
 QZ0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0312+STABILITY: POSITION/ELEVATION WELL
 QZ0312
 QZ0312  HISTORY     - Date     Condition        Report By
 QZ0312  HISTORY     - 1945     MONUMENTED       CGS
 QZ0312
 QZ0312                          STATION DESCRIPTION
 QZ0312
 QZ0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0312'32.2 MI SE FROM ELK CITY.
 QZ0312'32.2 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE DALE RANCH
 QZ0312'ROAD.  20.2 MILES SOUTH OF THE RED RIVER RANGER STATION.  19.2 MILES
 QZ0312'SOUTH OF THE JUNCTION OF THE DALE RANCH ROAD AND THE DARBY-ELK CITY
 QZ0312'ROAD.  1.6 MILES NORTH OF THE DALE RANCH.  AT THE EAST END AND ON THE
 QZ0312'INSIDE OF A CURVE.  51.6 FEET NORTHEAST OF A 1 FOOT TRIANGULAR BLAZE
 QZ0312'ON A 24 INCH DEAD PINE TREE.  22 FEET SOUTH OF THE CENTER-LINE OF THE
 QZ0312'ROAD.  ON TOP OF A ROCK OUTCROP.  3 FEET ABOVE THE LEVEL OF THE ROAD
 QZ0312'AND ABOUT 1 FOOT ABOVE THE GROUND.  A STANDARD BRONZE REFERENCE DISK
 QZ0312'SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0587 ***********************************************************************
 OX0587  DESIGNATION -  DALE RM 1
 OX0587  PID         -  OX0587
 OX0587  STATE/COUNTY-  ID/MADISON
 OX0587  USGS QUAD   -  NEWDALE (1979)
 OX0587
 OX0587                         *CURRENT SURVEY CONTROL
 OX0587  ___________________________________________________________________
 OX0587* NAD 83(1986)-  43 52 59.     (N)    111 33 30.     (W)     SCALED    
 OX0587* NAVD 88     -      1618.385  (meters)    5309.65   (feet)  POSTED    
 OX0587  ___________________________________________________________________
 OX0587  GEOID HEIGHT-         -10.72  (meters)                     GEOID03
 OX0587  DYNAMIC HT  -        1617.510 (meters)    5306.78  (feet)  COMP
 OX0587  MODELED GRAV-     980,022.7   (mgal)                       NAVD 88
 OX0587
 OX0587  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0587
 OX0587.The horizontal coordinates were scaled from a topographic map and have
 OX0587.an estimated accuracy of +/- 6 seconds.
 OX0587
 OX0587.The orthometric height was determined by differential leveling
 OX0587.and adjusted by the National Geodetic Survey in 1992..
 OX0587.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0587.rate of 0.0 thru 1.0 mm/km.
 OX0587
 OX0587.The geoid height was determined by GEOID03.
 OX0587
 OX0587.The dynamic height is computed by dividing the NAVD 88
 OX0587.geopotential number by the normal gravity value computed on the
 OX0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0587.degrees latitude (g = 980.6199 gals.).
 OX0587
 OX0587.The modeled gravity was interpolated from observed gravity values.
 OX0587
 OX0587;                    North         East    Units  Estimated Accuracy
 OX0587;SPC ID E     -   246,380.      248,890.      MT  (+/- 180 meters Scaled)
 OX0587
 OX0587                          SUPERSEDED SURVEY CONTROL
 OX0587
 OX0587  NGVD 29 (??/??/92) 1617.273  (m)         5306.00   (f) ADJ UNCH    2 0
 OX0587
 OX0587.Superseded values are not recommended for survey control.
 OX0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0587.See file dsdata.txt to determine how the superseded data were derived.
 OX0587
 OX0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP551590(NAD 83)
 OX0587_MARKER: DR = REFERENCE MARK DISK
 OX0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0587_STAMPING: DALE NO 1 1946
 OX0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0587+STABILITY: SURFACE MOTION
 OX0587
 OX0587  HISTORY     - Date     Condition        Report By
 OX0587  HISTORY     - 1946     MONUMENTED       CGS
 OX0587  HISTORY     - 1951     GOOD             NGS
 OX0587  HISTORY     - 1974     GOOD             NGS
 OX0587  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 OX0587
 OX0587                          STATION DESCRIPTION
 OX0587
 OX0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0587'2.5 MI E FROM NEWDALE.
 OX0587'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0587'NEWDALE, THENCE 2.4 MILES EAST ALONG U. S. HIGHWAY 20, AT A FARM ROAD
 OX0587'CROSSING, 77 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 29.4
 OX0587'FEET EAST OF A TRIANGULATION STATION, 1 1/2 FEET EAST OF A TELEGRAPH
 OX0587'LINE POLE, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF
 OX0587'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OX0587
 OX0587                          STATION RECOVERY (1974)
 OX0587
 OX0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OX0587'REACHED FROM THE NEWDALE RAILROAD STATION GO SOUTH FOR 0.1 MILE TO
 OX0587'STATE HIGHWAY 33, TURN LEFT, AND GO EAST ON STATE HIGHWAY 33 FOR 2.45
 OX0587'MILES TO THE BENCH MARK ON THE RIGHT, 80 FEET SOUTH OF THE CENTER OF
 OX0587'THE HIGHWAY, 64 FEET WEST OF THE CENTER OF THE ROAD SOUTH TO MOODY
 OX0587'MEADOW, AND 29.50 FEET EAST OF TRIANGULATION STATION DALE 1946, SET
 OX0587'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES.
 OX0587
 OX0587                          STATION RECOVERY (1997)
 OX0587
 OX0587'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 OX0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0313 ***********************************************************************
 QZ0313  DESIGNATION -  DALE RM 2
 QZ0313  PID         -  QZ0313
 QZ0313  STATE/COUNTY-  ID/IDAHO
 QZ0313  USGS QUAD   -  WHITEWATER RANCH (1987)
 QZ0313
 QZ0313                         *CURRENT SURVEY CONTROL
 QZ0313  ___________________________________________________________________
 QZ0313* NAD 83(1986)-  45 32 08.     (N)    115 18 37.     (W)     SCALED    
 QZ0313* NAVD 88     -       985.502  (meters)    3233.27   (feet)  ADJUSTED  
 QZ0313  ___________________________________________________________________
 QZ0313  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 QZ0313  DYNAMIC HT  -         985.012 (meters)    3231.66  (feet)  COMP
 QZ0313  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 QZ0313
 QZ0313  VERT ORDER  -  SECOND    CLASS 0
 QZ0313
 QZ0313.The horizontal coordinates were scaled from a topographic map and have
 QZ0313.an estimated accuracy of +/- 6 seconds.
 QZ0313
 QZ0313.The orthometric height was determined by differential leveling
 QZ0313.and adjusted by the National Geodetic Survey in June 1991..
 QZ0313
 QZ0313.The geoid height was determined by GEOID03.
 QZ0313
 QZ0313.The dynamic height is computed by dividing the NAVD 88
 QZ0313.geopotential number by the normal gravity value computed on the
 QZ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0313.degrees latitude (g = 980.6199 gals.).
 QZ0313
 QZ0313.The modeled gravity was interpolated from observed gravity values.
 QZ0313
 QZ0313;                    North         East    Units  Estimated Accuracy
 QZ0313;SPC ID W     -   429,920.      834,340.      MT  (+/- 180 meters Scaled)
 QZ0313
 QZ0313                          SUPERSEDED SURVEY CONTROL
 QZ0313
 QZ0313  NGVD 29 (??/??/92)  984.173  (m)         3228.91   (f) ADJ UNCH    2 0
 QZ0313
 QZ0313.Superseded values are not recommended for survey control.
 QZ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0313.See file dsdata.txt to determine how the superseded data were derived.
 QZ0313
 QZ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL319438(NAD 83)
 QZ0313_MARKER: DR = REFERENCE MARK DISK
 QZ0313_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0313_SP_SET: ROCK OUTCROP
 QZ0313_STAMPING: DALE NO 2 1945
 QZ0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0313+STABILITY: POSITION/ELEVATION WELL
 QZ0313
 QZ0313  HISTORY     - Date     Condition        Report By
 QZ0313  HISTORY     - 1945     MONUMENTED       CGS
 QZ0313
 QZ0313                          STATION DESCRIPTION
 QZ0313
 QZ0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0313'32.2 MI SE FROM ELK CITY.
 QZ0313'32.2 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE DALE RANCH
 QZ0313'ROAD.  20.2 MILES SOUTH OF THE RED RIVER RANGER STATION.  19.2 MILES
 QZ0313'SOUTH OF THE JUNCTION OF THE DALE RANCH ROAD AND THE DARBY-ELK CITY
 QZ0313'ROAD.  1.6 MILES NORTH OF THE DALE RANCH.  NEAR A HORSESHOE CURVE.
 QZ0313'83.6 FEET NORTHWEST OF THE CENTER-LINE OF THE ROAD.  6.6 FEET
 QZ0313'SOUTHWEST OF A DIM TRAIL.  ON TOP OF A DOME SHAPED ROCK OUTCROP.  3
 QZ0313'FEET ABOVE THE GROUND.  4 FEET BELOW THE LEVEL OF THE ROAD.  A
 QZ0313'STANDARD BRONZE REFERENCE DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0585 ***********************************************************************
 OX0585  DESIGNATION -  DALE RM 2
 OX0585  PID         -  OX0585
 OX0585  STATE/COUNTY-  ID/MADISON
 OX0585  USGS QUAD   -  NEWDALE (1979)
 OX0585
 OX0585                         *CURRENT SURVEY CONTROL
 OX0585  ___________________________________________________________________
 OX0585* NAD 83(1986)-  43 52 59.     (N)    111 33 30.     (W)     SCALED    
 OX0585* NAVD 88     -      1618.232  (meters)    5309.15   (feet)  POSTED    
 OX0585  ___________________________________________________________________
 OX0585  GEOID HEIGHT-         -10.72  (meters)                     GEOID03
 OX0585  DYNAMIC HT  -        1617.360 (meters)    5306.29  (feet)  COMP
 OX0585  MODELED GRAV-     980,022.7   (mgal)                       NAVD 88
 OX0585
 OX0585  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0585
 OX0585.The horizontal coordinates were scaled from a topographic map and have
 OX0585.an estimated accuracy of +/- 6 seconds.
 OX0585
 OX0585.The orthometric height was determined by differential leveling
 OX0585.and adjusted by the National Geodetic Survey in 1992..
 OX0585.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0585.rate of 0.0 thru 1.0 mm/km.
 OX0585
 OX0585.The geoid height was determined by GEOID03.
 OX0585
 OX0585.The dynamic height is computed by dividing the NAVD 88
 OX0585.geopotential number by the normal gravity value computed on the
 OX0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0585.degrees latitude (g = 980.6199 gals.).
 OX0585
 OX0585.The modeled gravity was interpolated from observed gravity values.
 OX0585
 OX0585;                    North         East    Units  Estimated Accuracy
 OX0585;SPC ID E     -   246,380.      248,890.      MT  (+/- 180 meters Scaled)
 OX0585
 OX0585                          SUPERSEDED SURVEY CONTROL
 OX0585
 OX0585  NGVD 29 (??/??/92) 1617.121  (m)         5305.50   (f) ADJ UNCH    2 0
 OX0585
 OX0585.Superseded values are not recommended for survey control.
 OX0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0585.See file dsdata.txt to determine how the superseded data were derived.
 OX0585
 OX0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP551590(NAD 83)
 OX0585_MARKER: DR = REFERENCE MARK DISK
 OX0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0585_STAMPING: DALE NO 2 1946
 OX0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0585+STABILITY: SURFACE MOTION
 OX0585
 OX0585  HISTORY     - Date     Condition        Report By
 OX0585  HISTORY     - 1946     MONUMENTED       CGS
 OX0585  HISTORY     - 1951     GOOD             NGS
 OX0585  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 OX0585
 OX0585                          STATION DESCRIPTION
 OX0585
 OX0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0585'2.5 MI E FROM NEWDALE.
 OX0585'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0585'NEWDALE, THENCE 2.4 MILES EAST ALONG U. S. HIGHWAY 20, AT A FARM ROAD
 OX0585'CROSSING, 42.4 FEET SOUTHWEST OF THE TRIANGULATION STATION, 40 FEET
 OX0585'EAST OF THE CENTER LINE OF A FARM ROAD LEADING SOUTH, AND ABOUT 2 FEET
 OX0585'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OX0585'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OX0585
 OX0585                          STATION RECOVERY (1997)
 OX0585
 OX0585'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 OX0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1184 ***********************************************************************
 NV1184  DESIGNATION -  DALL
 NV1184  PID         -  NV1184
 NV1184  STATE/COUNTY-  ID/OWYHEE
 NV1184  USGS QUAD   -  BUCKHORN (1979)
 NV1184
 NV1184                         *CURRENT SURVEY CONTROL
 NV1184  ___________________________________________________________________
 NV1184* NAD 83(1992)-  42 12 59.77084(N)    115 55 02.29546(W)     ADJUSTED  
 NV1184* NAVD 88     -      1819.1    (meters)    5968.     (feet)  VERTCON   
 NV1184  ___________________________________________________________________
 NV1184  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 NV1184  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 NV1184
 NV1184  HORZ ORDER  -  SECOND
 NV1184
 NV1184.The horizontal coordinates were established by classical geodetic methods
 NV1184.and adjusted by the National Geodetic Survey in July 1992..
 NV1184
 NV1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1184
 NV1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1184
 NV1184.The geoid height was determined by GEOID03.
 NV1184
 NV1184;                    North         East     Units Scale Factor Converg.
 NV1184;SPC ID W     -    61,092.092   786,186.738   MT  0.99993568   -0 06 44.7
 NV1184;UTM  11      - 4,674,393.228   589,362.081   MT  0.99969826   +0 43 39.2
 NV1184
 NV1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1184!SPC ID W     -   0.99971735  x   0.99993568  =   0.99965305
 NV1184!UTM  11      -   0.99971735  x   0.99969826  =   0.99941570
 NV1184
 NV1184|---------------------------------------------------------------------|
 NV1184| PID    Reference Object                     Distance      Geod. Az  |
 NV1184|                                                           dddmmss.s |
 NV1184| CD4967 DALL RM 2                             6.757 METERS 01708     |
 NV1184| NV1171 JUNCTION                            APPROX.24.6 KM 0813713.8 |
 NV1184| CD4966 DALL RM 1                             8.195 METERS 10630     |
 NV1184|---------------------------------------------------------------------|
 NV1184
 NV1184                          SUPERSEDED SURVEY CONTROL
 NV1184
 NV1184  NAD 83(1986)-  42 12 59.77118(N)    115 55 02.29478(W) AD(       ) 2
 NV1184  NAD 27      -  42 13 00.12554(N)    115 54 58.94986(W) AD(       ) 2
 NV1184  NGVD 29 (07/19/86) 1817.9    (m)         5964.     (f) VERT ANG       
 NV1184
 NV1184.Superseded values are not recommended for survey control.
 NV1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1184.See file dsdata.txt to determine how the superseded data were derived.
 NV1184
 NV1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG8936274393(NAD 83)
 NV1184_MARKER: Z = SEE DESCRIPTION
 NV1184_SETTING: 0 = UNSPECIFIED SETTING
 NV1184
 NV1184  HISTORY     - Date     Condition        Report By
 NV1184  HISTORY     - 1974     MONUMENTED       USGS
 NV1184
 NV1184                          STATION DESCRIPTION
 NV1184
 NV1184'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NV1184'LOCATED ABOUT 11.0 MI S. OF GRASMERE.  10.5 MI E. OF RIDDLE ON A LOW
 NV1184'FLAT RIDGE RUNNING NW. TO SE.
 NV1184'
 NV1184'STATION REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 NV1184'
 NV1184'STATION MARK--A STANDARD USGS TABLET STAMPED DALL 1974 CEMENTED
 NV1184'IN SOLID ROCK, PROJECTING ABOUT 0.4 FT.
 NV1184'
 NV1184'RM NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED DALL
 NV1184'NO 1 1974 CEMENTED IN ROCK AND LEVEL WITH STATION MARK.
 NV1184'
 NV1184'RM NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED DALL
 NV1184'NO 2 1974 CEMENTED IN ROCK AND 0.5 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1723 ***********************************************************************
 NU1723  DESIGNATION -  DAM
 NU1723  PID         -  NU1723
 NU1723  STATE/COUNTY-  ID/CASSIA
 NU1723  USGS QUAD   -  OAKLEY (1968)
 NU1723
 NU1723                         *CURRENT SURVEY CONTROL
 NU1723  ___________________________________________________________________
 NU1723* NAD 83(1994)-  42 11 39.25049(N)    113 54 50.88483(W)     ADJUSTED  
 NU1723* NAVD 88     -      1493.2    (meters)    4899.     (feet)  VERTCON   
 NU1723  ___________________________________________________________________
 NU1723  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 NU1723  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 NU1723
 NU1723  HORZ ORDER  -  FIRST
 NU1723
 NU1723.The horizontal coordinates were established by classical geodetic methods
 NU1723.and adjusted by the National Geodetic Survey in November 1997..
 NU1723
 NU1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1723
 NU1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1723
 NU1723.The geoid height was determined by GEOID03.
 NU1723
 NU1723;                    North         East     Units Scale Factor Converg.
 NU1723;SPC ID C     -    58,598.659   507,091.959   MT  0.99994799   +0 03 27.6
 NU1723;UTM  12      - 4,675,454.115   259,383.320   MT  1.00031244   -1 57 29.5
 NU1723
 NU1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1723!SPC ID C     -   0.99976821  x   0.99994799  =   0.99971621
 NU1723!UTM  12      -   0.99976821  x   1.00031244  =   1.00008058
 NU1723
 NU1723|---------------------------------------------------------------------|
 NU1723| PID    Reference Object                     Distance      Geod. Az  |
 NU1723|                                                           dddmmss.s |
 NU1723| CM5429 DAM RM 1                             10.990 METERS 20716     |
 NU1723| CM5430 DAM RM 2                             19.817 METERS 28514     |
 NU1723| CM5428 DAM AZ MK                                          3034305.2 |
 NU1723|---------------------------------------------------------------------|
 NU1723
 NU1723                          SUPERSEDED SURVEY CONTROL
 NU1723
 NU1723  NAD 83(1992)-  42 11 39.24898(N)    113 54 50.88436(W) AD(       ) 1
 NU1723  NAD 83(1986)-  42 11 39.24775(N)    113 54 50.88393(W) AD(       ) 1
 NU1723  NAD 27      -  42 11 39.56000(N)    113 54 47.83400(W) AD(       ) 1
 NU1723  NGVD 29 (07/19/86) 1492.1    (m)         4895.     (f) VERT ANG       
 NU1723
 NU1723.Superseded values are not recommended for survey control.
 NU1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1723.See file dsdata.txt to determine how the superseded data were derived.
 NU1723
 NU1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM5938375454(NAD 83)
 NU1723_MARKER: DS = TRIANGULATION STATION DISK
 NU1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1723+STABILITY: SURFACE MOTION
 NU1723
 NU1723  HISTORY     - Date     Condition        Report By
 NU1723  HISTORY     - 1947     MONUMENTED       CGS
 NU1723  HISTORY     - 1968     GOOD             CGS
 NU1723  HISTORY     - 1968     GOOD             USGS
 NU1723  HISTORY     - 1972     GOOD             NGS
 NU1723
 NU1723                          STATION DESCRIPTION
 NU1723
 NU1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NU1723'STATION IS ON THE LOW HILL ON THE E. SIDE OF THE DAM OF LOWER
 NU1723'GOOSE CREEK RESERVOIR, ABOUT 4 MILES S.W. OF OAKLEY.
 NU1723'
 NU1723'STATION MARK IS FLUSH WITH THE GROUND, STAMPED DAM 1947,
 NU1723'THE SUB-SURFACE MARK IS SET IN BEDROCK ABOUT 15 INCHES BELOW
 NU1723'THE SURFACE.
 NU1723'
 NU1723'REFERENCE MARK NO. 1 IS A SHALLOW CONCRETE MARK BUT IS SETTING
 NU1723'DIRECTLY ON CLEAN BUT ROUGH SURFACE OF BEDROCK, IT PROJECTS
 NU1723'ABOUT 1 INCH ABOVE THE IMMEDIATE GROUND SURFACE AND IS STAMPED
 NU1723'DAM NO 1 1947.
 NU1723'
 NU1723'REFERENCE MARK NO. 2 IS SET IN BEDROCK ABOUT 3 FEET LOWER
 NU1723'THAN THE STATION ABOUT 10 FEET E. OF THE W. SHOULDER OF THE
 NU1723'HILL BEFORE IT DROPS OFF TO THE LAKE.  IT IS STAMPED DAM NO
 NU1723'2 1947.
 NU1723'
 NU1723'AZIMUTH MARK IS SET IN THE S.W. CORNER OF THE RETAINING WALL
 NU1723'OF THE DAM AND IS ABOUT 0.3 MILE N.W. OF STATION.  STAMPED DAM
 NU1723'1947.
 NU1723'
 NU1723'TO REACH FROM THE POST OFFICE IN OAKLEY GO WEST ON THE MAIN
 NU1723'STREET FOR ABOUT 0.5 MILE TO A GRAVEL ROAD LEFT, TURN LEFT
 NU1723'AND GO ABOUT 2.1 MILES TO FORK, KEEP LEFT FORK FOR 0.4 MILE
 NU1723'TO FORK, KEEP RIGHT FOR 0.7 MILE TO FORK AND BRIDGE ON THE
 NU1723'RIGHT, KEEP LEFT SOUTH FOR 0.25 MILE TO FORK, KEEP LEFT
 NU1723'FORK FOR 0.05 MILE TO FORK, KEEP RIGHT FOR ABOUT 0.6 MILE ON
 NU1723'TRACK ROAD UPHILL TO THE HIGHEST POINT AND STATION AS
 NU1723'DESCRIBED.
 NU1723
 NU1723                          STATION RECOVERY (1968)
 NU1723
 NU1723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 NU1723'THE STATION MARK, STAMPED DAM 1947, REFERENCE MARK NO. 1,
 NU1723'STAMPED DAM NO 1 1947, REFERENCE MARK NO. 2, STAMPED DAM
 NU1723'NO 2 1947 AND THE AZIMUTH MARK, STAMPED DAM 1947 WERE RECOVERED
 NU1723'AS DESCRIBED.  A ROCK CAIRN WAS BUILT 3 FEET NORTH OF THE STATION
 NU1723'MARK.  A ROCK CAIRN WAS BUILT 1 FOOT WEST OF EACH REFERENCE
 NU1723'MARK.
 NU1723
 NU1723                          STATION RECOVERY (1968)
 NU1723
 NU1723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1723'STATION MARK--STANDARD DISK STAMPED---DAM 1947---, SET FLUSH WITH
 NU1723'THE GROUND.
 NU1723
 NU1723                          STATION RECOVERY (1972)
 NU1723
 NU1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NU1723'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 NU1723'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE FOLLOWING
 NU1723'IS AN ALTERNATE TO REACH.
 NU1723'
 NU1723'TO REACH THE STATION FROM THE OAKLEY POST OFFICE GO WEST ON THE
 NU1723'MACADAM ROAD FOR 0.5 MILE TO A CROSS STREET, JUST AFTER CROSSING
 NU1723'A SMALL BRIDGE, TURN LEFT, AND GO SOUTH ON THE MACADAM ROAD
 NU1723'FOR 2.4 MILES TO A GRAVELED ROAD RIGHT, AT A FORK, TAKE THE
 NU1723'RIGHT FORK, AND GO SOUTH, AND SOUTHWEST, PASSING TWO RESIDENS,
 NU1723'FOR 0.8 MILE TO WHERE THE ROAD CROSSES A SMALL CANAL, JUST
 NU1723'EAST OF THE SECOND RESIDENCE.  CROSS THE CANAL, AND CONTINUE
 NU1723'SOUTH AND SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 0.65 MILE
 NU1723'TO THE STATION ON THE RIGHT.
 NU1723'
 NU1723'THE STATION IS ON LAND OWNED BY MR. RALPH R. POLTON, WHO LIVES
 NU1723'AT THE FIRST HOUSE AFTER TURNING ONTO THE GRAVELED ROAD.
 NU1723'
 NU1723'THE 1947 AND 1972 OBSERVATIONS FOR THE AZIMUTH MARK SHOW A
 NU1723'28.5 SEC DIFFERENCE IN AZIMUTH.
 NU1723'
 NU1723'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 NU1723'SOUTHWEST OF OAKLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0708 ***********************************************************************
 OX0708  DESIGNATION -  DAM
 OX0708  PID         -  OX0708
 OX0708  STATE/COUNTY-  ID/CARIBOU
 OX0708  USGS QUAD   -  PARADISE VALLEY (1981)
 OX0708
 OX0708                         *CURRENT SURVEY CONTROL
 OX0708  ___________________________________________________________________
 OX0708* NAD 83(1992)-  43 00 43.03181(N)    111 46 31.66611(W)     ADJUSTED  
 OX0708* NAVD 88     -      2074.     (meters)    6804.     (feet)  SCALED    
 OX0708  ___________________________________________________________________
 OX0708  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 OX0708  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 OX0708
 OX0708  HORZ ORDER  -  THIRD
 OX0708
 OX0708.The horizontal coordinates were established by classical geodetic methods
 OX0708.and adjusted by the National Geodetic Survey in July 1992..
 OX0708
 OX0708.The orthometric height was scaled from a topographic map.
 OX0708
 OX0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0708
 OX0708.The geoid height was determined by GEOID03.
 OX0708
 OX0708;                    North         East     Units Scale Factor Converg.
 OX0708;SPC ID E     -   149,500.682   231,891.296   MT  0.99995988   +0 16 00.7
 OX0708;UTM  12      - 4,762,433.920   436,805.421   MT  0.99964913   -0 31 44.4
 OX0708
 OX0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0708!SPC ID E     -   0.99967663  x   0.99995988  =   0.99963652
 OX0708!UTM  12      -   0.99967663  x   0.99964913  =   0.99932587
 OX0708
 OX0708:                Primary Azimuth Mark                     Grid Az
 OX0708:SPC ID E     -  TWENTY FOUR MILE                         228 03 56.6
 OX0708:UTM  12      -  TWENTY FOUR MILE                         228 51 41.7
 OX0708
 OX0708|---------------------------------------------------------------------|
 OX0708| PID    Reference Object                     Distance      Geod. Az  |
 OX0708|                                                           dddmmss.s |
 OX0708| NT0614 TWENTY FOUR MILE                    APPROX.11.7 KM 2281957.3 |
 OX0708|---------------------------------------------------------------------|
 OX0708
 OX0708                          SUPERSEDED SURVEY CONTROL
 OX0708
 OX0708  NAD 83(1986)-  43 00 43.02433(N)    111 46 31.65562(W) AD(       ) 3
 OX0708  NAD 27      -  43 00 43.31974(N)    111 46 28.81714(W) AD(       ) 3
 OX0708
 OX0708.Superseded values are not recommended for survey control.
 OX0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0708.See file dsdata.txt to determine how the superseded data were derived.
 OX0708
 OX0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN3680562434(NAD 83)
 OX0708_MARKER: DD = SURVEY DISK
 OX0708_SETTING: 66 = SET IN ROCK OUTCROP
 OX0708_SP_SET: SET IN ROCK OUTCROP
 OX0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0708+STABILITY: POSITION/ELEVATION WELL
 OX0708
 OX0708  HISTORY     - Date     Condition        Report By
 OX0708  HISTORY     - 1915     MONUMENTED       USGS
 OX0708
 OX0708                          STATION DESCRIPTION
 OX0708
 OX0708'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 OX0708'STATION IS ON HIGHEST POINT OF RIDGE ABOUT 3.0 MI. W. OF BLACKFOOT
 OX0708'DAM.  IT CAN BE REACHED EASILY BY GOING NW. UP LONG RIDGE FROM
 OX0708'CENTER OF SECTION 11, T 5 S, R 40 E, BOISE MERIDIAN, STATION IS ON
 OX0708'HIGHEST PART OF THIS RIDGE.
 OX0708'
 OX0708'STATION MARK--A BRONZE TABLET CEMENTED IN ROCK AT THE CENTER OF A
 OX0708'9 FT. HIGH ROCK CAIRN.
 OX0708'
 OX0708'REFERENCE MARK A--CHISELED CROSS IN ROCK, 11.0 FT. BEARING SW.
 OX0708'FROM STATION MARK.
 OX0708'
 OX0708'REFERENCE MARK B--CHISELED CROSS IN ROCK, 7.8 FT. BEARING NW.
 OX0708'FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1587 ***********************************************************************
 NU1587  DESIGNATION -  DAN
 NU1587  PID         -  NU1587
 NU1587  STATE/COUNTY-  ID/ONEIDA
 NU1587  USGS QUAD   -  WAKLEY PEAK (1980)
 NU1587
 NU1587                         *CURRENT SURVEY CONTROL
 NU1587  ___________________________________________________________________
 NU1587* NAD 83(1992)-  42 23 44.09281(N)    112 17 32.74698(W)     ADJUSTED  
 NU1587* NAVD 88     -      2683.3    (meters)    8803.     (feet)  VERTCON   
 NU1587  ___________________________________________________________________
 NU1587  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 NU1587  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 NU1587
 NU1587  HORZ ORDER  -  SECOND
 NU1587
 NU1587.The horizontal coordinates were established by classical geodetic methods
 NU1587.and adjusted by the National Geodetic Survey in July 1992..
 NU1587
 NU1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1587
 NU1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1587
 NU1587.The geoid height was determined by GEOID03.
 NU1587
 NU1587;                    North         East     Units Scale Factor Converg.
 NU1587;SPC ID E     -    80,966.788   189,645.763   MT  0.99994869   -0 05 05.3
 NU1587;UTM  12      - 4,694,507.663   393,628.697   MT  0.99973921   -0 52 17.4
 NU1587
 NU1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1587!SPC ID E     -   0.99958145  x   0.99994869  =   0.99953016
 NU1587!UTM  12      -   0.99958145  x   0.99973921  =   0.99932077
 NU1587
 NU1587|---------------------------------------------------------------------|
 NU1587| PID    Reference Object                     Distance      Geod. Az  |
 NU1587|                                                           dddmmss.s |
 NU1587| CM5432 DAN RM 2                              6.697 METERS 10034     |
 NU1587| CM5431 DAN RM 1                              6.505 METERS 18713     |
 NU1587| NU1533 OLD TOM                             APPROX.25.4 KM 3544513.6 |
 NU1587|---------------------------------------------------------------------|
 NU1587
 NU1587                          SUPERSEDED SURVEY CONTROL
 NU1587
 NU1587  NAD 83(1986)-  42 23 44.09029(N)    112 17 32.74004(W) AD(       ) 2
 NU1587  NAD 27      -  42 23 44.38821(N)    112 17 29.85075(W) AD(       ) 2
 NU1587  NGVD 29 (07/19/86) 2682.0    (m)         8799.     (f) VERT ANG       
 NU1587
 NU1587.Superseded values are not recommended for survey control.
 NU1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1587.See file dsdata.txt to determine how the superseded data were derived.
 NU1587
 NU1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9362994508(NAD 83)
 NU1587_MARKER: DD = SURVEY DISK
 NU1587_SETTING: 66 = SET IN ROCK OUTCROP
 NU1587
 NU1587  HISTORY     - Date     Condition        Report By
 NU1587  HISTORY     - 1968     MONUMENTED       USGS
 NU1587
 NU1587                          STATION DESCRIPTION
 NU1587
 NU1587'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FLA)
 NU1587'LOCATED ABOUT 14 MI. N. OF MALAD CITY.  ABOUT 9 MI. SW. BY
 NU1587'W. OF DOWNEY.  ON THE HIGHEST GROUND OF A TOP ON THE
 NU1587'NORTHEASTERLY HIGH POINT OF ELKHORN MOUNTAIN.  ON BANNOCK-ONEIDA
 NU1587'COUNTY LINE.
 NU1587'
 NU1587'REACHED BY HELICOPTER.
 NU1587'
 NU1587'TO REACH BY 4-WHEEL DRIVE TRUCK--AN OLD RD. WAS SEEN TO
 NU1587'APPROACH THE SADDLE JUST S. OF THE STATION MARK.  THE RD.
 NU1587'APPEARS TO EXTEND TO WITHIN AN ESTIMATED ONE HALF HOUR PACK
 NU1587'OF THE STATION MARK.  LOCAL AUTHORITY SHOULD BE CONTACTED FOR
 NU1587'FURTHER INFORMATION ON ACCESS TO THE STATION SITE.
 NU1587'
 NU1587'STATION MARK--A STANDARD USGS TABLET STAMPED DAN 1968 CEMENTED
 NU1587'IN THE ROCK OUTCROP ON THE HIGHEST GROUND.
 NU1587'
 NU1587'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NU1587'STAMPED NO 1 1968 CEMENTED IN THE ROCK OUTCROP 3 FT. BELOW
 NU1587'THE STATION MARK.
 NU1587'
 NU1587'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NU1587'STAMPED NO 2 1968 CEMENTED IN THE ROCK OUTCROP 1 FT. BELOW
 NU1587'THE STATION MARK.
 NU1587'
 NU1587'THERE ARE THE REMAINS OF AN OLD CAIRN THAT LIES ABOUT 20 FT.
 NU1587'TO THE S. OF THE STATION MARK, AND AT ABOUT THE SAME ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1026 ***********************************************************************
 OZ1026  DESIGNATION -  DANSKIN
 OZ1026  PID         -  OZ1026
 OZ1026  STATE/COUNTY-  ID/ELMORE
 OZ1026  USGS QUAD   -  DANSKIN PEAK (1990)
 OZ1026
 OZ1026                         *CURRENT SURVEY CONTROL
 OZ1026  ___________________________________________________________________
 OZ1026* NAD 83(1992)-  43 24 46.85089(N)    115 39 31.75039(W)     ADJUSTED  
 OZ1026* NAVD 88     -      2040.9    (meters)    6696.     (feet)  VERTCON   
 OZ1026  ___________________________________________________________________
 OZ1026  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 OZ1026  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 OZ1026
 OZ1026  HORZ ORDER  -  SECOND
 OZ1026
 OZ1026.The horizontal coordinates were established by classical geodetic methods
 OZ1026.and adjusted by the National Geodetic Survey in July 1992..
 OZ1026
 OZ1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1026
 OZ1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1026
 OZ1026.The geoid height was determined by GEOID03.
 OZ1026
 OZ1026;                    North         East     Units Scale Factor Converg.
 OZ1026;SPC ID W     -   193,981.992   807,384.458   MT  0.99993400   +0 03 45.6
 OZ1026;UTM  11      - 4,807,554.456   608,582.932   MT  0.99974503   +0 55 18.5
 OZ1026
 OZ1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1026!SPC ID W     -   0.99968247  x   0.99993400  =   0.99961650
 OZ1026!UTM  11      -   0.99968247  x   0.99974503  =   0.99942759
 OZ1026
 OZ1026|---------------------------------------------------------------------|
 OZ1026| PID    Reference Object                     Distance      Geod. Az  |
 OZ1026|                                                           dddmmss.s |
 OZ1026| CD4968 DANSKIN RM 1                          6.421 METERS 18115     |
 OZ1026| CD5452 SHEEP HERDER MOUNMENT CAIRN                        2492735.2 |
 OZ1026| CD4969 DANSKIN RM 2                          6.423 METERS 27529     |
 OZ1026| OZ1025 DANSKIN LOOKOUT HOUSE                22.390 METERS 35427     |
 OZ1026|---------------------------------------------------------------------|
 OZ1026
 OZ1026                          SUPERSEDED SURVEY CONTROL
 OZ1026
 OZ1026  NAD 83(1986)-  43 24 46.85344(N)    115 39 31.74437(W) AD(       ) 2
 OZ1026  NAD 27      -  43 24 47.23840(N)    115 39 28.40900(W) AD(       ) 2
 OZ1026  NGVD 29 (07/19/86) 2039.8    (m)         6692.     (f) VERT ANG       
 OZ1026
 OZ1026.Superseded values are not recommended for survey control.
 OZ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1026.See file dsdata.txt to determine how the superseded data were derived.
 OZ1026
 OZ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ0858307554(NAD 83)
 OZ1026_MARKER: DS = TRIANGULATION STATION DISK
 OZ1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ1026
 OZ1026  HISTORY     - Date     Condition        Report By
 OZ1026  HISTORY     - 1959     MONUMENTED       CGS
 OZ1026  HISTORY     - 1963     GOOD             USGS
 OZ1026
 OZ1026                          STATION DESCRIPTION
 OZ1026
 OZ1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ1026'THE STATION IS LOCATED, AIRLINE, ABOUT 19-1/2 MILES NORTH
 OZ1026'OF MOUNTAIN HOME, 11-1/2 MILES WEST-NORTHWEST OF ANDERSON DAM,
 OZ1026'AND 7-1/2 MILES SOUTH-SOUTHWEST OF PRAIRIE ON THE SUMMIT
 OZ1026'OF DANSKIN MOUNTAIN SOUTHEAST OF THE FOREST SERVICE FIRE
 OZ1026'LOOKOUT HOUSE.
 OZ1026'
 OZ1026'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN HOME
 OZ1026'GO WEST 1/2 BLOCK TO THE JUNCTION WITH STATE HIGHWAY 68.
 OZ1026'TURN RIGHT AND GO NORTH 12.9 MILES TO A SIDE ROAD ON THE
 OZ1026'LEFT.  TURN SHARP LEFT AND GO WEST 6.0 MILES TO A CROSS ROAD.
 OZ1026'CONTINUE WEST 0.2 MILE TO A T INTERSECTION.  TURN RIGHT
 OZ1026'ACCORDING TO THE SIGN WILLOW CR. RD. 6 AND GO 5.7 MILES
 OZ1026'TO A FORK.  TAKE THE RIGHT FORK AND GO 5.4 MILES WESTERLY
 OZ1026'TO A WIRE GATE.  GO THROUGH THE GATE 0.9 MILE TO A T
 OZ1026'INTERSECTION.  TURN LEFT AND CONTINUE 1.0 MILE TO A WIRE GATE.
 OZ1026'PASS THROUGH AND CONTINUE 0.3 MILE TO A FORK.  TAKE THE
 OZ1026'RIGHT FORK AND GO 1.1 MILES TO A FORK.  TAKE THE RIGHT FORK
 OZ1026'ACCORDING TO THE SIGN CASE CREEK AND GO 0.7 MILE TO A
 OZ1026'FORK AND SIGN DANSKIN L.O.  TAKE THE RIGHT FORK 3.4 MILES
 OZ1026'TO A WIRE GATE.  CONTINUE THROUGH EASTERLY 0.4 MILE TO A
 OZ1026'FORK.  TAKE THE RIGHT FORK AND DRIVE 3.2 MILES TO THE
 OZ1026'SUMMIT AND THE STATION.
 OZ1026'
 OZ1026'THE STATION MARK IS A STANDARD DISK STAMPED DANSKIN 1959
 OZ1026'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 OZ1026'2 INCHES ABOVE THE GROUND.  IT IS 9.9 FEET NORTHEAST OF A
 OZ1026'WITNESS POST AND ABOUT 20 FEET LOWER THAN THE TOP OF THE PEAK.
 OZ1026'
 OZ1026'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DANSKIN
 OZ1026'NO 1 1959 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 OZ1026'PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET
 OZ1026'LOWER THAN THE ELEVATION OF THE STATION.
 OZ1026'
 OZ1026'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DANSKIN
 OZ1026'NO 2 1959 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 OZ1026'PROJECTING 5 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT
 OZ1026'HIGHER THAN THE STATION ELEVATION.
 OZ1026'
 OZ1026'THE SHEEPHERDERS MONUMENT USED AS AN AZIMUTH MARK IS A 3-FOOT
 OZ1026'CAIRN OF FLAT STONES WITH A SHARP POINTED STONE ON TOP LOCATED
 OZ1026'ABOUT 1/5 MILE WEST-SOUTHWEST OF THE STATION ON A LOWER POINT
 OZ1026'NEAR THE END OF THE ROCKY RIDGE.
 OZ1026
 OZ1026                          STATION RECOVERY (1963)
 OZ1026
 OZ1026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OZ1026'RECOVERED BY USGS IN 1963 AS DESCRIBED.  STATION REACHED BY
 OZ1026'HELICOPTER.
 OZ1026'
 OZ1026'STATION MARK--A STANDARD DISK STAMPED---DANSKIN 1959---, SET IN THE
 OZ1026'TOP OF A 10 IN. SQUARE CONCRETE MONUMENT PROJECTING 2 IN. ABOVE THE
 OZ1026'GROUND.
 OZ1026'
 OZ1026'LOH IS 73.460 FT. FROM STATION MARK IN BEARING 05 DEGREES N.
 OZ1026'33 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1025 ***********************************************************************
 OZ1025  DESIGNATION -  DANSKIN LOOKOUT HOUSE
 OZ1025  PID         -  OZ1025
 OZ1025  STATE/COUNTY-  ID/ELMORE
 OZ1025  USGS QUAD   -  DANSKIN PEAK (1990)
 OZ1025
 OZ1025                         *CURRENT SURVEY CONTROL
 OZ1025  ___________________________________________________________________
 OZ1025* NAD 83(1992)-  43 24 47.57299(N)    115 39 31.84670(W)     ADJUSTED  
 OZ1025* NAVD 88     -      2041.     (meters)    6696.     (feet)  SCALED    
 OZ1025  ___________________________________________________________________
 OZ1025  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 OZ1025  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 OZ1025
 OZ1025  HORZ ORDER  -  THIRD
 OZ1025
 OZ1025.The horizontal coordinates were established by classical geodetic methods
 OZ1025.and adjusted by the National Geodetic Survey in July 1992..
 OZ1025
 OZ1025.The orthometric height was scaled from a topographic map.
 OZ1025
 OZ1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1025
 OZ1025.The geoid height was determined by GEOID03.
 OZ1025
 OZ1025;                    North         East     Units Scale Factor Converg.
 OZ1025;SPC ID W     -   194,004.273   807,382.267   MT  0.99993400   +0 03 45.5
 OZ1025;UTM  11      - 4,807,576.698   608,580.408   MT  0.99974502   +0 55 18.5
 OZ1025
 OZ1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1025!SPC ID W     -   0.99968244  x   0.99993400  =   0.99961646
 OZ1025!UTM  11      -   0.99968244  x   0.99974502  =   0.99942754
 OZ1025
 OZ1025                          SUPERSEDED SURVEY CONTROL
 OZ1025
 OZ1025  NAD 83(1986)-  43 24 47.57554(N)    115 39 31.84064(W) AD(       ) 4
 OZ1025  NAD 27      -  43 24 47.96000(N)    115 39 28.50500(W) AD(       ) 3
 OZ1025
 OZ1025.Superseded values are not recommended for survey control.
 OZ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1025.See file dsdata.txt to determine how the superseded data were derived.
 OZ1025
 OZ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ0858007577(NAD 83)
 OZ1025_MARKER: 73 = LOOKOUT HOUSE
 OZ1025_SETTING: 0 = UNSPECIFIED SETTING
 OZ1025
 OZ1025  HISTORY     - Date     Condition        Report By
 OZ1025  HISTORY     - 1959     FIRST OBSERVED   CGS
 OZ1025  HISTORY     - 1979     GOOD             NGS
 OZ1025  HISTORY     - 19830615 GOOD             NGS
 OZ1025
 OZ1025                          STATION DESCRIPTION
 OZ1025
 OZ1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ1025'DANSKIN LOOKOUT HOUSE IS A TWO STORY WOODEN BUILDING 14 FEET
 OZ1025'SQUARE AND ABOUT 25 FEET HIGH TO THE PEAK OF THE ROOF SURROUNDED
 OZ1025'BY A STONE WALKWAY ABOUT 5 FEET WIDE.  IT IS PAINTED WHITE
 OZ1025'WITH A GREEN SHINGLED ROOF.  IT IS OWNED AND OPERATED BY THE
 OZ1025'U.S. FOREST SERVICE.  THE POINT OF INTERSECTION WAS THE BASE
 OZ1025'OF THE LIGHTNING ROD AT THE PEAK OF THE ROOF.  IT IS 22.390
 OZ1025'METERS, 73.460 FEET NORTH OF TRIANGULATION STATION DANSKIN.
 OZ1025'
 OZ1025'THE STATION IS LOCATED, AIRLINE, ABOUT 19-1/2 MILES NORTH
 OZ1025'OF MOUNTAIN HOME, 11-1/2 MILES WEST-NORTHWEST OF ANDERSON DAM,
 OZ1025'AND 7-1/2 MILES SOUTH-SOUTHWEST OF PRAIRIE.
 OZ1025
 OZ1025                          STATION RECOVERY (1979)
 OZ1025
 OZ1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OZ1025'THE STATION WAS RECOVERED AS DESCRIBED BY J.E.G. IN 1959.
 OZ1025
 OZ1025                          STATION RECOVERY (1983)
 OZ1025
 OZ1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OZ1025'THE LOOKOUT HOUSE WAS RECOVERED IN GOOD CONDIION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0837 ***********************************************************************
 OY0837  DESIGNATION -  DARE
 OY0837  PID         -  OY0837
 OY0837  STATE/COUNTY-  ID/BINGHAM
 OY0837  USGS QUAD   -  YANDELL SPRINGS (1981)
 OY0837
 OY0837                         *CURRENT SURVEY CONTROL
 OY0837  ___________________________________________________________________
 OY0837* NAD 83(1992)-  43 01 31.67451(N)    112 08 19.44738(W)     ADJUSTED  
 OY0837* NAVD 88     -      1960.7    (meters)    6433.     (feet)  VERTCON   
 OY0837  ___________________________________________________________________
 OY0837  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 OY0837  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 OY0837
 OY0837  HORZ ORDER  -  THIRD
 OY0837
 OY0837.The horizontal coordinates were established by classical geodetic methods
 OY0837.and adjusted by the National Geodetic Survey in July 1992..
 OY0837
 OY0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0837
 OY0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0837
 OY0837.The geoid height was determined by GEOID03.
 OY0837
 OY0837;                    North         East     Units Scale Factor Converg.
 OY0837;SPC ID E     -   150,927.787   202,276.483   MT  0.99994743   +0 01 08.6
 OY0837;UTM  12      - 4,764,271.789   407,221.464   MT  0.99970589   -0 46 37.3
 OY0837
 OY0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0837!SPC ID E     -   0.99969448  x   0.99994743  =   0.99964192
 OY0837!UTM  12      -   0.99969448  x   0.99970589  =   0.99940046
 OY0837
 OY0837:                Primary Azimuth Mark                     Grid Az
 OY0837:SPC ID E     -  SIOUX                                    250 26 53.7
 OY0837:UTM  12      -  SIOUX                                    251 14 39.6
 OY0837
 OY0837|---------------------------------------------------------------------|
 OY0837| PID    Reference Object                     Distance      Geod. Az  |
 OY0837|                                                           dddmmss.s |
 OY0837| OY0839 SIOUX                               APPROX. 5.5 KM 2502802.3 |
 OY0837|---------------------------------------------------------------------|
 OY0837
 OY0837                          SUPERSEDED SURVEY CONTROL
 OY0837
 OY0837  NAD 83(1986)-  43 01 31.66828(N)    112 08 19.43454(W) AD(       ) 3
 OY0837  NAD 27      -  43 01 31.96529(N)    112 08 16.54044(W) AD(       ) 3
 OY0837  NGVD 29 (07/19/86) 1959.6    (m)         6429.     (f) VERT ANG       
 OY0837
 OY0837.Superseded values are not recommended for survey control.
 OY0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0837.See file dsdata.txt to determine how the superseded data were derived.
 OY0837
 OY0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0722164272(NAD 83)
 OY0837_MARKER: DD = SURVEY DISK
 OY0837_SETTING: 66 = SET IN ROCK OUTCROP
 OY0837_SP_SET: SET IN ROCK OUTCROP
 OY0837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0837+STABILITY: POSITION/ELEVATION WELL
 OY0837
 OY0837  HISTORY     - Date     Condition        Report By
 OY0837  HISTORY     - 1947     MONUMENTED       USGS
 OY0837
 OY0837                          STATION DESCRIPTION
 OY0837
 OY0837'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OY0837'LOCATED ABOUT 14.0 MI. (AIRLINE) E. OF FORT HALL AND ABOUT 0.5 MI. S.
 OY0837'OF BANNOCK-BINGHAM COUNTY LINE, ON TOP OF LOW HILL ABOUT 1.0 MI. N. OF
 OY0837'ROSS FORK CREEK.
 OY0837'
 OY0837'TO REACH FROM UNION PACIFIC DEPOT AT FORT HALL, DRIVE S. ON GRAVEL RD.
 OY0837'ALONG E. SIDE OF RAILROAD FOR 0.5 MI., TURN LEFT AND DRIVE E. ON
 OY0837'BLACKTOP RD. FOR 17.5 MI. TO CROSS FENCE AND CATTLEGUARD, TURN RIGHT
 OY0837'AND GO S. ON DIRT RD. ALONG W. SIDE OF FENCE FOR 2.6 MI. TO TOP OF
 OY0837'LOW RIDGE AND END OF TRUCK TRAVEL, FOLLOW RIDGE TO W. FOR 0.7 MI. TO
 OY0837'TOP OF HILL AND STATION.  STATION IS ON HIGHEST POINT OF HILL IN SHALE
 OY0837'OUTCROP.
 OY0837'
 OY0837'STATION MARK--STANDARD TABLET STAMPED---DARE 1947---, CEMENTED IN
 OY0837'ROCK OUTCROP.
 OY0837'
 OY0837'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OY0837'---NO 1---, CEMENTED IN SOLID ROCK, 54.10 FT. FROM STATION MARK,
 OY0837'N 57 DEG 44 MIN W.
 OY0837'
 OY0837'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OY0837'---NO 2---, CEMENTED IN SOLID ROCK, 82.00 FT. FROM STATION MARK,
 OY0837'N 33 DEG 59 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0942 ***********************************************************************
 OY0942  DESIGNATION -  DARLINGTON
 OY0942  PID         -  OY0942
 OY0942  STATE/COUNTY-  ID/BUTTE
 OY0942  USGS QUAD   -  DARLINGTON (1969)
 OY0942
 OY0942                         *CURRENT SURVEY CONTROL
 OY0942  ___________________________________________________________________
 OY0942* NAD 83(1992)-  43 48 09.14363(N)    113 24 24.46452(W)     ADJUSTED  
 OY0942* NAVD 88     -      1711.0    (meters)    5614.     (feet)  VERTCON   
 OY0942  ___________________________________________________________________
 OY0942  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 OY0942  GEOID HEIGHT-         -11.74  (meters)                     GEOID03
 OY0942
 OY0942  HORZ ORDER  -  FIRST
 OY0942
 OY0942.The horizontal coordinates were established by classical geodetic methods
 OY0942.and adjusted by the National Geodetic Survey in July 1992..
 OY0942
 OY0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0942
 OY0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0942
 OY0942.The geoid height was determined by GEOID03.
 OY0942
 OY0942;                    North         East     Units Scale Factor Converg.
 OY0942;SPC ID C     -   237,427.539   547,733.694   MT  0.99997538   +0 24 38.2
 OY0942;UTM  12      - 4,852,757.214   306,396.017   MT  1.00006104   -1 39 59.2
 OY0942
 OY0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0942!SPC ID C     -   0.99973362  x   0.99997538  =   0.99970900
 OY0942!UTM  12      -   0.99973362  x   1.00006104  =   0.99979464
 OY0942
 OY0942:                Primary Azimuth Mark                     Grid Az
 OY0942:SPC ID C     -  P 36                                     151 58 09.5
 OY0942:UTM  12      -  P 36                                     154 02 46.9
 OY0942
 OY0942|---------------------------------------------------------------------|
 OY0942| PID    Reference Object                     Distance      Geod. Az  |
 OY0942|                                                           dddmmss.s |
 OY0942| OY0481 P 36                                               1522247.7 |
 OY0942| CN3386 DARLINGTON RM 1                       4.664 METERS 27358     |
 OY0942| CN3387 DARLINGTON RM 2                       5.146 METERS 35047     |
 OY0942|---------------------------------------------------------------------|
 OY0942
 OY0942                          SUPERSEDED SURVEY CONTROL
 OY0942
 OY0942  NAD 83(1986)-  43 48 09.14051(N)    113 24 24.45670(W) AD(       ) 1
 OY0942  NAD 27      -  43 48 09.48839(N)    113 24 21.42064(W) AD(       ) 1
 OY0942  NGVD 29 (07/19/86) 1709.8    (m)         5610.     (f) VERT ANG       
 OY0942
 OY0942.Superseded values are not recommended for survey control.
 OY0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0942.See file dsdata.txt to determine how the superseded data were derived.
 OY0942
 OY0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP0639652757(NAD 83)
 OY0942_MARKER: DS = TRIANGULATION STATION DISK
 OY0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OY0942
 OY0942  HISTORY     - Date     Condition        Report By
 OY0942  HISTORY     - 1965     MONUMENTED       CGS
 OY0942  HISTORY     - 1969     GOOD             USGS
 OY0942
 OY0942                          STATION DESCRIPTION
 OY0942
 OY0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JJL)
 OY0942'THE STATION IS LOCATED ABOUT 5 AIRLINE MILES NORTH-NORTHWEST
 OY0942'OF MOORE AND ABOUT 12 AIRLINE MILES SOUTHEAST OF MACKAY.  ON THE
 OY0942'SOUTHWEST SIDE OF U.S. HIGHWAY ALTERNATE 93 AND JUST NORTHWEST
 OY0942'OF A CROSSROAD.
 OY0942'
 OY0942'TO REACH THE STATION FROM THE POST OFFICE IN MOORE, GO
 OY0942'NORTHWEST ON U.S. HIGHWAY ALTERNATE 93 FOR 5.35 MILES TO THE
 OY0942'AZIMUTH MARK ON THE RIGHT, NORTHEAST SIDE OF THE ROAD.  CONTINUE
 OY0942'NORTHWEST ON U.S. HIGHWAY ALTERNATE 93 FOR 0.6 MILE TO A
 OY0942'CROSSROAD AND THE STATION IN THE NORTHWEST ANGLE OF THE
 OY0942'INTERSECTION.
 OY0942'
 OY0942'THE STATION MARK IS A STANDARD DISK STAMPED DARLINGTON 1965,
 OY0942'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 OY0942'PROJECTS 4 INCHES.  IT IS 39 FEET SOUTHWEST OF THE CENTER LINE OF
 OY0942'U.S. HIGHWAY ALTERNATE 93, 10 FEET NORTH OF THE CENTER OF A
 OY0942'TRACK ROAD AND 4 FEET SOUTH OF A FENCE CORNER.
 OY0942'
 OY0942'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DARLINGTON NO 1
 OY0942'1965, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 OY0942'PROJECTING 4 INCHES.  IT IS 52 FEET SOUTHWEST OF THE CENTER
 OY0942'LINE OF U.S. HIGHWAY ALTERNATE 93, 17.5 FEET WEST OF THE FENCE
 OY0942'CORNER AND 13 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 OY0942'
 OY0942'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DARLINGTON NO 2
 OY0942'1965, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 OY0942'PROJECTING 4 INCHES.  IT IS 33 FEET SOUTHWEST OF THE CENTER
 OY0942'LINE OF U.S. HIGHWAY ALTERNATE 93, 28 FEET NORTH OF THE CENTER
 OY0942'OF THE TRACK ROAD AND 14 FEET NORTHWEST OF THE FENCE CORNER.
 OY0942'
 OY0942'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED P 36
 OY0942'1934, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 OY0942'PROJECTING 8 INCHES.  IT IS 42 FEET NORTHEAST OF THE CENTER
 OY0942'LINE OF U.S. HIGHWAY ALTERNATE 93, 9.8 FEET NORTHEAST OF A WITNESS
 OY0942'POST AND 9.5 FEET NORTHEAST OF A FENCE LINE.
 OY0942
 OY0942                          STATION RECOVERY (1969)
 OY0942
 OY0942'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0942'STATION MARK--A STANDARD DISK STAMPED---DARLINGTON 1965---, SET
 OY0942'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 4
 OY0942'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1807 ***********************************************************************
 RZ1807  DESIGNATION -  DAVE
 RZ1807  PID         -  RZ1807
 RZ1807  STATE/COUNTY-  ID/NEZ PERCE
 RZ1807  USGS QUAD   -  CULDESAC NORTH (1984)
 RZ1807
 RZ1807                         *CURRENT SURVEY CONTROL
 RZ1807  ___________________________________________________________________
 RZ1807* NAD 83(1992)-  46 27 03.76449(N)    116 40 49.58805(W)     ADJUSTED  
 RZ1807* NAVD 88     -       657.8    (meters)    2158.     (feet)  VERTCON   
 RZ1807  ___________________________________________________________________
 RZ1807  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 RZ1807  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 RZ1807
 RZ1807  HORZ ORDER  -  SECOND
 RZ1807
 RZ1807.The horizontal coordinates were established by classical geodetic methods
 RZ1807.and adjusted by the National Geodetic Survey in July 1992..
 RZ1807
 RZ1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1807
 RZ1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1807
 RZ1807.The geoid height was determined by GEOID03.
 RZ1807
 RZ1807;                    North         East     Units Scale Factor Converg.
 RZ1807;SPC ID W     -   531,993.957   728,517.771   MT  0.99999612   -0 40 27.8
 RZ1807;UTM  11      - 5,144,213.353   524,542.348   MT  0.99960740   +0 13 53.8
 RZ1807
 RZ1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1807!SPC ID W     -   0.99989969  x   0.99999612  =   0.99989581
 RZ1807!UTM  11      -   0.99989969  x   0.99960740  =   0.99950713
 RZ1807
 RZ1807|---------------------------------------------------------------------|
 RZ1807| PID    Reference Object                     Distance      Geod. Az  |
 RZ1807|                                                           dddmmss.s |
 RZ1807| CH7198 DAVE RM 1                             6.172 METERS 09318     |
 RZ1807| CH7197 DAVE AZ MK                                         2580151.0 |
 RZ1807| RZ1587 CLARKSTON TV STATION KLEW MAST      APPROX.32.3 KM 2712302.4 |
 RZ1807| CH7199 DAVE RM 2                             3.851 METERS 29753     |
 RZ1807|---------------------------------------------------------------------|
 RZ1807
 RZ1807                          SUPERSEDED SURVEY CONTROL
 RZ1807
 RZ1807  NAD 83(1986)-  46 27 03.77008(N)    116 40 49.58344(W) AD(       ) 2
 RZ1807  NAD 27      -  46 27 04.16130(N)    116 40 46.05520(W) AD(       ) 2
 RZ1807  NGVD 29 (07/19/86)  656.8    (m)         2155.     (f) VERT ANG       
 RZ1807
 RZ1807.Superseded values are not recommended for survey control.
 RZ1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1807.See file dsdata.txt to determine how the superseded data were derived.
 RZ1807
 RZ1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM2454244213(NAD 83)
 RZ1807_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1807
 RZ1807  HISTORY     - Date     Condition        Report By
 RZ1807  HISTORY     - 1959     MONUMENTED       CGS
 RZ1807  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RZ1807
 RZ1807                          STATION DESCRIPTION
 RZ1807
 RZ1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1807'STATION IS ABOUT 6-1/4 MILES EAST OF SPALDING JUNCTION, 6 MILES
 RZ1807'EAST AND 3 MILES NORTH OF LAPWAI, 5 MILES NORTH OF CULDESAC, 3-1/4
 RZ1807'SOUTHEAST OF THE NEAREST PART OF THE CLEARWATER RIVER AND 3/4
 RZ1807'MILE SOUTHWEST OF COTTONWOOD CREEK.  ON A HIGH CULTIVATED KNOLL,
 RZ1807'IN THE SOUTH SIDE CENTER OF THE NORTHWEST 1/4 OF SECTION 23,
 RZ1807'R 3 W, T 36 N.  ON LAND OWNED BY MR. DAVE MEACHAM.
 RZ1807'
 RZ1807'TO REACH FROM THE NORTH IDAHO INDIAN AGENCY ENTRANCE IN SOUTHEAST
 RZ1807'LAPWAI, GO SOUTH ON U.S. HIGHWAY 95 FOR 0.15 MILE TO A SIDE ROAD
 RZ1807'LEFT, TURN LEFT, CROSS RAILROAD TRACKS AND CREEK ON GRAVEL
 RZ1807'ROAD UP DRAW FOR 1.2 MILES TO A FORK, TAKE LEFT FORK EAST, ON
 RZ1807'GRAVEL ROAD FOR 4.7 MILES TO A T-INTERSECTION, TURN LEFT, NORTH
 RZ1807'ON GRAVEL ROAD FOR 1.4 MILES TO A CROSSROAD, CONTINUE NORTH
 RZ1807'ON GRAVEL ROAD FOR 1.6 MILES TO A CROSSROAD, TURN RIGHT, EAST
 RZ1807'ON GRAVEL ROAD FOR 0.15 MILE TO TOP OF SMALL RISE AND AZIMUTH
 RZ1807'MARK ON THE RIGHT, CONTINUE EAST ON GRAVEL ROAD FOR 0.55 MILE
 RZ1807'TO STATION ON THE RIGHT, ON A KNOLL, THIS IS ABOUT 0.15 MILE
 RZ1807'BEFORE REACHING RANCH BUILDINGS.
 RZ1807'
 RZ1807'STATION MARKS ARE STANDARD DISKS, STAMPED DAVE 1959.  THE
 RZ1807'SURFACE MARK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 RZ1807'POST PROJECTING 8 INCHES.  IT IS 467 SOUTHEAST OF THE CENTER
 RZ1807'OF THE GRAVEL ROAD AND 5 FEET SOUTH OF THE CENTER OF THE SOUTH
 RZ1807'WALL OF AN OLD CONCRETE CISTERN.  A 4 IN X 4 IN WHITE WITNESS
 RZ1807'POST WAS SET 2 FEET SOUTH OF THE MARK.  THE UNDERGROUND MARK IS
 RZ1807'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 RZ1807'GROUND SURFACE.
 RZ1807'
 RZ1807'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DAVE NO 1 1959,
 RZ1807'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 8
 RZ1807'INCHES.  IT IS 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF THE
 RZ1807'CISTERN.
 RZ1807'
 RZ1807'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DAVE NO 2 1959, SET
 RZ1807'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 RZ1807'IT IS 1.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CISTERN.
 RZ1807'
 RZ1807'AZIMUTH MARK IS A STANDARD DISK, STAMPED DAVE 1959, SET IN
 RZ1807'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 RZ1807'IT IS 28 FEET SOUTH-SOUTHWEST OF A TELEPHONE LINE POLE, 11
 RZ1807'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 5 FEET NORTH OF THE
 RZ1807'NORTH EDGE OF A CULTIVATED FIELD AND 3 FEET WEST OF A POWERLINE
 RZ1807'POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET WEST OF
 RZ1807'THE MARK.
 RZ1807'
 RZ1807'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 32.24 FEET OR 9.827
 RZ1807'METERS.
 RZ1807
 RZ1807                          STATION RECOVERY (1970)
 RZ1807
 RZ1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RZ1807'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 RZ1807'AZIMUTH MARK WERE RECOVERED.  THE DISTANCE TO REFERENCE MARK NO.
 RZ1807'2 MEASURES 0.015 METER SHORTER THAN IT DID IN 1959, ALTHOUGH
 RZ1807'THE MARK SEEMS SOLID AND SHOWS NO SIGNS OF BEING DISTURBED.
 RZ1807'A CHECK OF 3 MINUTES IN ANGLE WAS OBTAINED ON THE MARK.  THE
 RZ1807'FARMER REQUESTED THE MARKS BE REMOVED FROM THIS HILL.  A NEW
 RZ1807'STATION, DAVE 2, WAS ESTABLISHED ABOUT 1/2 MILE WEST AND THE
 RZ1807'DISKS WERE REMOVED FROM THE CONCRETE POSTS.  THE FARMER
 RZ1807'INTENDS TO BREAK OUT THE CONCRETE AND FILL IN A CISTERN WHICH
 RZ1807'IS ONLY A FEW FEET NORTH OF THE STATION MARK.  THE
 RZ1807'UNDERGROUND MARK WAS LEFT IN PLACE, BUT WHETHER OR NOT THIS
 RZ1807'OPERATION WILL AFFECT IT IS UNKNOWN.
 RZ1807'
 RZ1807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 RZ1807'NORTHEAST OF LAPWAI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1810 ***********************************************************************
 RZ1810  DESIGNATION -  DAVE 2
 RZ1810  PID         -  RZ1810
 RZ1810  STATE/COUNTY-  ID/NEZ PERCE
 RZ1810  USGS QUAD   -  CULDESAC NORTH (1984)
 RZ1810
 RZ1810                         *CURRENT SURVEY CONTROL
 RZ1810  ___________________________________________________________________
 RZ1810* NAD 83(1992)-  46 26 58.64028(N)    116 41 24.30008(W)     ADJUSTED  
 RZ1810* NAVD 88     -       642.8    (meters)    2109.     (feet)  VERTCON   
 RZ1810  ___________________________________________________________________
 RZ1810  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 RZ1810  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 RZ1810
 RZ1810  HORZ ORDER  -  THIRD
 RZ1810
 RZ1810.The horizontal coordinates were established by classical geodetic methods
 RZ1810.and adjusted by the National Geodetic Survey in July 1992..
 RZ1810.No horizontal observational check was made to the station.
 RZ1810
 RZ1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1810
 RZ1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1810
 RZ1810.The geoid height was determined by GEOID03.
 RZ1810
 RZ1810;                    North         East     Units Scale Factor Converg.
 RZ1810;SPC ID W     -   531,844.509   727,775.117   MT  0.99999743   -0 40 52.9
 RZ1810;UTM  11      - 5,144,052.243   523,802.438   MT  0.99960696   +0 13 28.6
 RZ1810
 RZ1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1810!SPC ID W     -   0.99990204  x   0.99999743  =   0.99989947
 RZ1810!UTM  11      -   0.99990204  x   0.99960696  =   0.99950904
 RZ1810
 RZ1810|---------------------------------------------------------------------|
 RZ1810| PID    Reference Object                     Distance      Geod. Az  |
 RZ1810|                                                           dddmmss.s |
 RZ1810| CH7201 DAVE 2 RM 3                           7.849 METERS 00543     |
 RZ1810| CH7200 DAVE 2 AZ MK                                       0894345.8 |
 RZ1810| CH7197 DAVE AZ MK                            5.295 METERS 27001     |
 RZ1810| RZ1587 CLARKSTON TV STATION KLEW MAST      APPROX.31.5 KM 2714149.3 |
 RZ1810|---------------------------------------------------------------------|
 RZ1810
 RZ1810                          SUPERSEDED SURVEY CONTROL
 RZ1810
 RZ1810  NAD 83(1986)-  46 26 58.64589(N)    116 41 24.29552(W) AD(       ) 3
 RZ1810  NAD 27      -  46 26 59.03789(N)    116 41 20.76753(W) AD(       ) 3
 RZ1810  NGVD 29 (07/19/86)  641.8    (m)         2106.     (f) VERT ANG       
 RZ1810
 RZ1810.Superseded values are not recommended for survey control.
 RZ1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1810.See file dsdata.txt to determine how the superseded data were derived.
 RZ1810
 RZ1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM2380244052(NAD 83)
 RZ1810_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RZ1810
 RZ1810  HISTORY     - Date     Condition        Report By
 RZ1810  HISTORY     - 1970     MONUMENTED       NGS
 RZ1810
 RZ1810                          STATION DESCRIPTION
 RZ1810
 RZ1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RZ1810'THIS STATION WAS ESTABLISHED TO REPLACE DAVE 1959, WHICH WAS
 RZ1810'REQUESTED MOVED.
 RZ1810'
 RZ1810'THE STATION IS ABOUT 6 MILES EAST OF SPALDING JUNCTION, 5-1/2
 RZ1810'MILES EAST AND 3 MILES NORTH OF LAPWAI, 5 MILES NORTH OF CULDESAC,
 RZ1810'3 MILES SOUTHEAST OF THE CLEARWATER RIVER AND ON LAND OWNED BY
 RZ1810'MR. DAVE MEACHAM.
 RZ1810'
 RZ1810'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND 95 AT THE
 RZ1810'NORTHEASTERN EDGE OF LEWISTON, GO EAST ON HIGHWAYS 12 AND
 RZ1810'95 FOR 7.8 MILES, CONTINUE ON U.S. HIGHWAY 95 FOR 0.6 MILE TO THE
 RZ1810'NORTH END OF THE BRIDGE OVER THE CLEARWATER RIVER, CONTINUE
 RZ1810'SOUTH ON U.S. HIGHWAY 95 FOR 4.8 MILES TO A CROSSROAD (ROAD
 RZ1810'INTO BUSINESS DISTRICT AT LAPWAI), CONTINUE SOUTH ON THE HIGHWAY
 RZ1810'0.65 MILE TO A SIDE ROAD LEFT, TURN LEFT, CROSSING RAILROAD
 RZ1810'TRACK AND BRIDGE, AND GO EASTERLY ON GRAVEL ROAD 1.15 MILES TO
 RZ1810'A Y, KEEP LEFT 2.3 MILES TO A Y, KEEP RIGHT 2.3 MILES TO A
 RZ1810'T-ROAD, KEEP LEFT AND GO NORTH 1.3 MILES TO A CROSSROAD,
 RZ1810'CONTINUE STRAIGHT AHEAD 1.6 MILES TO A CROSSROAD, TURN
 RZ1810'RIGHT AND GO EAST 0.15 MILE TO THE SUMMIT OF A HILL AND
 RZ1810'THE STATION ON THE RIGHT.
 RZ1810'
 RZ1810'THE STATION MARK STAMPED DAVE 2 1970, IS A STANDARD DISK SET
 RZ1810'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 14.6 FEET
 RZ1810'EAST OF A POWER POLE, 13.4 FEET SOUTH OF THE CENTER OF THE ROAD
 RZ1810'AND 3 FEET EAST OF A METAL WITNESS POST.  UNDERGROUND MARK IS
 RZ1810'2.5 FEET BELOW GROUND.
 RZ1810'
 RZ1810'REFERENCE MARK NO. 3, STAMPED DAVE 2 NO 3 1970, IS A STANDARD
 RZ1810'DISK SET IN A ROUND CONCRETE POST ON THE BACKSLOPE OF THE DITCH,
 RZ1810'31.3 FEET NORTH-NORTHEAST OF THE POWER POLE, 13.8 FEET NORTH OF
 RZ1810'THE CENTER OF THE ROAD, 1-1/2 FEET HIGHER THAN THE ROAD AND
 RZ1810'ABOUT 1 FOOT LOWER THAN THE CULTIVATED FIELD.
 RZ1810'
 RZ1810'REFERENCE MARK NO. 4, STAMPED DAVE 1959, (THE ORIGINAL AZIMUTH
 RZ1810'MARK FOR DAVE 1959), IS AN AZIMUTH MARK DISK SET IN A SQUARE
 RZ1810'CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 12.6 FEET SOUTH
 RZ1810'OF THE CENTER OF THE ROAD, 3 FEET WEST OF A POWER POLE AND 1.5
 RZ1810'FEET EAST OF A WHITE WITNESS POST.
 RZ1810'
 RZ1810'THE AZIMUTH MARK, STAMPED DAVE 2 1970, IS A STANDARD DISK SET
 RZ1810'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, 26 FEET SOUTH
 RZ1810'OF THE CENTER OF THE ROAD, 14.5 FEET SOUTH OF A POWER POLE, 2.4
 RZ1810'FEET NORTH OF A METAL WITNESS POST, 4 FEET HIGHER THAN THE ROAD
 RZ1810'AND DIRECTLY UNDER A GUY WIRE TO THE POWER POLE.
 RZ1810'
 RZ1810'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON
 RZ1810'THE GRAVEL ROAD 0.35 MILE TO A CURVE LEFT AND THE MARK ON THE
 RZ1810'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0968 ***********************************************************************
 TO0968  DESIGNATION -  DAVID
 TO0968  PID         -  TO0968
 TO0968  STATE/COUNTY-  ID/BONNER
 TO0968  USGS QUAD   -  CLARK FORK (1996)
 TO0968
 TO0968                         *CURRENT SURVEY CONTROL
 TO0968  ___________________________________________________________________
 TO0968* NAD 83(1992)-  48 09 56.61726(N)    116 14 52.82517(W)     ADJUSTED  
 TO0968* NAVD 88     -      1068.     (meters)    3504.     (feet)  SCALED    
 TO0968  ___________________________________________________________________
 TO0968  LAPLACE CORR-           7.80  (seconds)                    DEFLEC99
 TO0968  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TO0968
 TO0968  HORZ ORDER  -  THIRD
 TO0968
 TO0968.The horizontal coordinates were established by classical geodetic methods
 TO0968.and adjusted by the National Geodetic Survey in July 1992..
 TO0968
 TO0968.The orthometric height was scaled from a topographic map.
 TO0968
 TO0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0968
 TO0968.The geoid height was determined by GEOID03.
 TO0968
 TO0968;                    North         East     Units Scale Factor Converg.
 TO0968;SPC ID W     -   722,313.370   762,957.756   MT  0.99995019   -0 22 15.8
 TO0968;UTM  11      - 5,334,993.765   555,915.226   MT  0.99963842   +0 33 37.1
 TO0968
 TO0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0968!SPC ID W     -   0.99983526  x   0.99995019  =   0.99978546
 TO0968!UTM  11      -   0.99983526  x   0.99963842  =   0.99947374
 TO0968
 TO0968                          SUPERSEDED SURVEY CONTROL
 TO0968
 TO0968  NAD 83(1986)-  48 09 56.62760(N)    116 14 52.81705(W) AD(       ) 3
 TO0968  NAD 27      -  48 09 56.89261(N)    116 14 49.19463(W) AD(       ) 3
 TO0968
 TO0968.Superseded values are not recommended for survey control.
 TO0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0968.See file dsdata.txt to determine how the superseded data were derived.
 TO0968
 TO0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5591534994(NAD 83)
 TO0968_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0968+STABILITY: SURFACE MOTION
 TO0968
 TO0968  HISTORY     - Date     Condition        Report By
 TO0968  HISTORY     - 1947     MONUMENTED       CGS
 TO0968
 TO0968                          STATION DESCRIPTION
 TO0968
 TO0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO0968'THE STATION IS ON EAST SIDE OF PEND OREILLE LAKE ABOUT 1/4
 TO0968'MILES NORTHERLY FROM SOUTH CHANNEL OF CLARK FORK ON RIVER
 TO0968'FLAT.  THE STATION IS ON SAND AND GRAVEL BEACH BORDERED
 TO0968'BY A STRETCH OF MARSHLAND.  A STAND OF COTTONWOOD TREES IS
 TO0968'ABOUT 25 METERS INSHORE AND THE REMAINS OF A BARBED WIRE
 TO0968'FENCE CAN BE FOUND ABOUT 40 METERS SOUTHERLY.  THE MARK IS
 TO0968'6 FEET ABOVE MEAN WINTER LAKE LEVEL AND ABOUT 50 METERS FROM
 TO0968'LAKE EDGE.  IT SHOULD BE VISITED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1175 ***********************************************************************
 PY1175  DESIGNATION -  DAVIS BUTTE
 PY1175  PID         -  PY1175
 PY1175  STATE/COUNTY-  ID/FREMONT
 PY1175  USGS QUAD   -  CRYSTAL BUTTE (1965)
 PY1175
 PY1175                         *CURRENT SURVEY CONTROL
 PY1175  ___________________________________________________________________
 PY1175* NAD 83(1992)-  44 20 07.14620(N)    111 43 43.56431(W)     ADJUSTED  
 PY1175* NAVD 88     -      2127.0    (meters)    6978.     (feet)  VERTCON   
 PY1175  ___________________________________________________________________
 PY1175  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 PY1175  GEOID HEIGHT-          -9.92  (meters)                     GEOID03
 PY1175
 PY1175  HORZ ORDER  -  THIRD
 PY1175
 PY1175.The horizontal coordinates were established by classical geodetic methods
 PY1175.and adjusted by the National Geodetic Survey in July 1992..
 PY1175
 PY1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1175
 PY1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1175
 PY1175.The geoid height was determined by GEOID03.
 PY1175
 PY1175;                    North         East     Units Scale Factor Converg.
 PY1175;SPC ID E     -   296,545.575   234,921.955   MT  0.99996236   +0 18 21.7
 PY1175;UTM  12      - 4,909,375.239   441,901.717   MT  0.99964151   -0 30 33.5
 PY1175
 PY1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1175!SPC ID E     -   0.99966816  x   0.99996236  =   0.99963053
 PY1175!UTM  12      -   0.99966816  x   0.99964151  =   0.99930979
 PY1175
 PY1175:                Primary Azimuth Mark                     Grid Az
 PY1175:SPC ID E     -  CRYSTAL BUTTE                            154 35 22.5
 PY1175:UTM  12      -  CRYSTAL BUTTE                            155 24 17.7
 PY1175
 PY1175|---------------------------------------------------------------------|
 PY1175| PID    Reference Object                     Distance      Geod. Az  |
 PY1175|                                                           dddmmss.s |
 PY1175| PY1174 CRYSTAL BUTTE                       APPROX. 5.3 KM 1545344.2 |
 PY1175|---------------------------------------------------------------------|
 PY1175
 PY1175                          SUPERSEDED SURVEY CONTROL
 PY1175
 PY1175  NAD 83(1986)-  44 20 07.15219(N)    111 43 43.55651(W) AD(       ) 3
 PY1175  NAD 27      -  44 20 07.44637(N)    111 43 40.67584(W) AD(       ) 3
 PY1175  NGVD 29 (07/19/86) 2125.7    (m)         6974.     (f) VERT ANG       
 PY1175
 PY1175.Superseded values are not recommended for survey control.
 PY1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1175.See file dsdata.txt to determine how the superseded data were derived.
 PY1175
 PY1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ4190209375(NAD 83)
 PY1175_MARKER: DD = SURVEY DISK
 PY1175_SETTING: 66 = SET IN ROCK OUTCROP
 PY1175_SP_SET: SET IN ROCK OUTCROP
 PY1175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1175+STABILITY: POSITION/ELEVATION WELL
 PY1175
 PY1175  HISTORY     - Date     Condition        Report By
 PY1175  HISTORY     - 1964     MONUMENTED       USGS
 PY1175
 PY1175                          STATION DESCRIPTION
 PY1175
 PY1175'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 PY1175'LOCATED ABOUT 26 MI. (AIRLINE) N. OF ST. ANTHONY, ABOUT 9.5 MI. SE.
 PY1175'OF KILGORE, ON THE N. END OF BUTTE LOCALLY KNOWN AS DAVIS BUTTE.
 PY1175'
 PY1175'TO REACH FROM THE TARGHEE NATIONAL FOREST OFFICE AT ST. ANTHONY,
 PY1175'DRIVE E. ALONG U.S. HIGHWAYS 20 AND 191 TO A T-RD. N., TURN LEFT (N.)
 PY1175'ALONG GRAVEL RD. AND PROCEED N. AND NE. FOR 1.4 MI. TO A T-RD. E.,
 PY1175'(THIS GRAVEL RD. LEADING N. IS LOCALLY KNOWN AS THE SAND CREEK RD.),
 PY1175'TURN LEFT (N.) AND PROCEED ALONG THE SAND CREEK RD. FOR 14.6 MI. TO
 PY1175'THE T-JUNCTION AND RD. SIGN THAT READS --DAVIS LAKE-- WITH ARROW
 PY1175'POINTING W., TURN LEFT (W.) AND PROCEED W. AND N. ALONG DIRT RD. FOR
 PY1175'5.2 MI. TO A RD. FORK, TURN RIGHT (N.) ALONG MAIN-TRAVELED RD. AND
 PY1175'PROCEED FOR 4.3 MI. TO A T-RD. S., TURN LEFT (NW.) ON MAIN-TRAVELED
 PY1175'RD. FOR 3 MI. TO A RD. FORK, TAKE LEFT RD. (N.) FOR 1.1 MI. TO THE
 PY1175'T-JUNCTION, TURN LEFT (W.) AND PROCEED FOR 0.7 MI. TO A GATE AT A
 PY1175'RD. FORK, PASS THROUGH GATE AND TAKE RIGHT RD. FOR 0.4 MI. TO A RD.
 PY1175'FORK, TAKE RIGHT RD. (W.) AND PROCEED FOR 0.8 MI. TO A RD. FORK,
 PY1175'TURN RIGHT AND PROCEED ALONG DIM RD. N. TO THE NW. SIDE OF BUTTE,
 PY1175'LEAVE TRUCK AND PACK TO THE NW. CORNER OF BUTTE AND STATION.  A 10
 PY1175'MINUTE PACK.
 PY1175'
 PY1175'STATION MARK--STANDARD TABLET STAMPED---DAVIS BUTTE 1964---,
 PY1175'CEMENTED IN ROCK OUTCROP PROJECTING ABOUT 3 IN. ABOVE THE GROUND.
 PY1175'
 PY1175'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 PY1175'1964---, SET IN ROCK OUTCROP 12.52 FT. FROM STATION MARK,
 PY1175'N 88 DEG 58 MIN W.
 PY1175'
 PY1175'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PY1175'1964---, SET IN ROCK OUTCROP 9.95 FT. FROM STATION MARK,
 PY1175'N 85 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1719 ***********************************************************************
 NU1719  DESIGNATION -  DAYLEY
 NU1719  PID         -  NU1719
 NU1719  STATE/COUNTY-  ID/CASSIA
 NU1719  USGS QUAD   -  VIEW (1976)
 NU1719
 NU1719                         *CURRENT SURVEY CONTROL
 NU1719  ___________________________________________________________________
 NU1719* NAD 83(1992)-  42 24 37.99813(N)    113 42 59.05787(W)     ADJUSTED  
 NU1719* NAVD 88     -      1396.2    (meters)    4581.     (feet)  VERTCON   
 NU1719  ___________________________________________________________________
 NU1719  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 NU1719  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 NU1719
 NU1719  HORZ ORDER  -  SECOND
 NU1719
 NU1719.The horizontal coordinates were established by classical geodetic methods
 NU1719.and adjusted by the National Geodetic Survey in July 1992..
 NU1719
 NU1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1719
 NU1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1719
 NU1719.The geoid height was determined by GEOID03.
 NU1719
 NU1719;                    North         East     Units Scale Factor Converg.
 NU1719;SPC ID C     -    82,661.297   523,343.208   MT  0.99995407   +0 11 28.6
 NU1719;UTM  12      - 4,698,936.314   276,477.969   MT  1.00021476   -1 49 58.1
 NU1719
 NU1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1719!SPC ID C     -   0.99978337  x   0.99995407  =   0.99973745
 NU1719!UTM  12      -   0.99978337  x   1.00021476  =   0.99999808
 NU1719
 NU1719|---------------------------------------------------------------------|
 NU1719| PID    Reference Object                     Distance      Geod. Az  |
 NU1719|                                                           dddmmss.s |
 NU1719| CM5434 DAYLEY RM 1                          10.160 METERS 19015     |
 NU1719| CM5433 DAYLEY AZ MK                                       2034110.3 |
 NU1719| CM5435 DAYLEY RM 2                          12.900 METERS 27707     |
 NU1719| NU1754 BURLEY MUNICIPAL TANK               APPROX.15.0 KM 3353358.5 |
 NU1719|---------------------------------------------------------------------|
 NU1719
 NU1719                          SUPERSEDED SURVEY CONTROL
 NU1719
 NU1719  NAD 83(1986)-  42 24 37.99779(N)    113 42 59.05451(W) AD(       ) 2
 NU1719  NAD 27      -  42 24 38.33300(N)    113 42 56.00900(W) AD(       ) 2
 NU1719  NGVD 29 (07/19/86) 1395.2    (m)         4577.     (f) VERT ANG       
 NU1719
 NU1719.Superseded values are not recommended for survey control.
 NU1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1719.See file dsdata.txt to determine how the superseded data were derived.
 NU1719
 NU1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM7647898936(NAD 83)
 NU1719_MARKER: DS = TRIANGULATION STATION DISK
 NU1719_SETTING: 80 = SET IN A BOULDER
 NU1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1719+STABILITY: SURFACE MOTION
 NU1719
 NU1719  HISTORY     - Date     Condition        Report By
 NU1719  HISTORY     - 1947     MONUMENTED       CGS
 NU1719  HISTORY     - 1950     GOOD             CGS
 NU1719  HISTORY     - 1968     GOOD             USGS
 NU1719  HISTORY     - 1972     GOOD             NGS
 NU1719
 NU1719                          STATION DESCRIPTION
 NU1719
 NU1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NU1719'STATION IS ON A LOW SAGE-BRUSH COVERED HILL WHICH HAS A SLIGHT
 NU1719'DIP IN THE CENTRAL PART AND IS VISIBLE FROM THE SOUTH.  IT IS
 NU1719'ABOUT 16 MILES N.E. OF OAKLEY, AND ABOUT 9 MILES S.E. OF BURLEY.
 NU1719'
 NU1719'THE STATION IS ON THE S.E. EDGE OF THE EASTERNMOST HILL AND
 NU1719'PROJECTS ABOUT 1 INCH AND IS STAMPED DAYLEY 1947.
 NU1719'
 NU1719'REFERENCE MARK NO. 1 IS S. OF STATION, STAMPED DAYLEY
 NU1719'NO 1 1947, FLUSH WITH THE GROUND.
 NU1719'
 NU1719'REFERENCE MARK NO. 2 IS W. OF STATION, STAMPED DAYLEY
 NU1719'NO 2 1947, PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 NU1719'
 NU1719'AZIMUTH MARK IS ABOUT 1.24 MILES S.S.W. OF STATION, ABOUT 15
 NU1719'STEPS E. OF THE E. GATEPOST OF A WOODEN GATE MENTIONED IN
 NU1719'THE DESCRIPTION, AND ABOUT 2 FEET N. OF AN E-W FENCE, PROJECTS
 NU1719'ABOUT 2 INCHES ABOVE GROUND AND IS STAMPED DAYLEY 1947.
 NU1719'
 NU1719'TO REACH FROM THE MAIN INTERSECTION IN OAKLEY TO NORTH ON THE ROAD
 NU1719'TO BURLEY FOR 6.8 MILES TO CROSSROAD, TURN RIGHT AND GO STRAIGHT
 NU1719'EAST ON GRAVEL ROAD FOR 4.0 MILES TO CROSSROADS, CONTINUE
 NU1719'STRAIGHT EAST FOR 0.2 MILE TO FORK, KEEP LEFT ON BLADED ROAD
 NU1719'AND GO NE FOR 2.7 MILES TO A REVERSE Y, KEEP RIGHT AND GO EAST
 NU1719'FOR 0.3 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 1.0
 NU1719'MILE TO A T INTERSECTION, TURN RIGHT AND GO 0.8 MILE TO A T
 NU1719'INTERSECTION, TURN LEFT AND FOLLOW THE MAIN GRAVEL ROAD
 NU1719'FOR 1.1 MILE TO WOODEN GATE ON THE RIGHT AND THE AZIMUTH
 NU1719'MARK AS DESCRIBED, KEEP ON THE NORTH SIDE OF THE FENCE FOR
 NU1719'ABOUT 0.1 MILE TO A TRACK ROAD LEFT, KEEP LEFT FOR ABOUT
 NU1719'0.85 MILE TO A DIM TRACK ROAD LEFT WHICH DIAGONALS NORTH UP
 NU1719'THE SIDE OF THE HILL, HERE LEAVE THE DEEP TRACK ROAD AND
 NU1719'FOLLOW DIM TRACKS UPHILL AND TO THE NORTH FOR ABOUT 0.7
 NU1719'MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 NU1719
 NU1719                          STATION RECOVERY (1950)
 NU1719
 NU1719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1719'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 NU1719'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 NU1719'
 NU1719'THE STATION IS LOCATED ON THE TOP AND EAST EDGE OF A LOW BRUSHY
 NU1719'HILL, ABOUT 16 MILES AIRLINE NORTHEAST OF OAKLEY, ABOUT 14
 NU1719'MILES AIRLINE SOUTH-SOUTHWEST OF RUPERT, AND ABOUT 9 MILES AIRLINE
 NU1719'SOUTH-SOUTHEAST OF BURLEY.
 NU1719'
 NU1719'TO REACH THE STATION FROM THE POST OFFICE IN BURLEY, GO SOUTH
 NU1719'ON STATE HIGHWAY 27 FOR 5.1 MILES TO A CROSS ROAD.  TURN LEFT
 NU1719'AND GO 1.5 MILES TO A CROSS ROAD.  TURN RIGHT ONTO A GRAVELED
 NU1719'ROAD AND GO 4.9 MILES TO A T-ROAD.  TURN LEFT AND GO 1.0 MILE
 NU1719'TO A T-ROAD.  TURN LEFT AND GO 1.0 MILE TO A WOODEN GATE IN A
 NU1719'WIRE FENCE AND THE AZIMUTH MARK.  GO EAST ALONG THE NORTH SIDE
 NU1719'OF THE FENCE FOR 0.1 MILE TO A FORK.  TURN LEFT ONTO A TRACK
 NU1719'ROAD AND GO 0.3 MILE TO A FORK.  KEEP STRAIGHT AHEAD, RIGHT,
 NU1719'AND GO 0.7 MILE TO A CROSS ROAD.  TURN LEFT, NORTH, AND GO
 NU1719'UPHILL FOR 0.7 MILE TO THE END OF THE DIM TRACK ROAD, A
 NU1719'WHITE WITNESS POST, AND THE STATION.
 NU1719'
 NU1719'THE STATION MARK IS A STANDARD DISK STAMPED DAYLEY 1947 SET IN
 NU1719'A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 INCHES ABOVE
 NU1719'THE GROUND.  IT IS ABOUT 8 FEET SOUTHWEST OF A WHITE WITNESS
 NU1719'POST.
 NU1719'
 NU1719'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DAYLEY NO
 NU1719'1 1947 SET IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 NU1719'GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 NU1719'
 NU1719'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DAYLEY NO
 NU1719'2 1947 SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 NU1719'4 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 NU1719'THE STATION.
 NU1719'
 NU1719'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAYLEY 1947 SET IN
 NU1719'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 NU1719'THE GROUND.  IT IS 1.6 FEET NORTH OF A FENCE LINE AND ABOUT 44
 NU1719'FEET EAST OF THE EAST GATE POST OF THE GATE IN THE FENCE.
 NU1719
 NU1719                          STATION RECOVERY (1968)
 NU1719
 NU1719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1719'DESCRIPTION AND POSITION LISTED IN NGS QUAD 42113-3, STATION 1006.
 NU1719'
 NU1719'NOTE BY USGS, 1963--NEW --TO REACH-- DESCRIPTION AS FOLLOWS--
 NU1719'
 NU1719'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 27 AND U.S. HIGHWAY 30
 NU1719'IN BURLEY, GO E. ON U.S. HIGHWAY 30 FOR 1.2 MI. TO A FORK.  TAKE THE
 NU1719'RIGHT FORK AND FOLLOW U.S. HIGHWAY 30, S., FOR 3.7 MI. TO A T-RD.
 NU1719'RIGHT.  TURN RIGHT AND FOLLOW THE PAVED RD. FOR 5.5 MI. TO END OF
 NU1719'PAVEMENT AT CANAL.  CONTINUE S. FOR 0.2 MI. TO A GATE ON THE RIGHT.
 NU1719'GO THROUGH GATE AND FOLLOW TRACK RD. UP THE HILL FOR 1.2 MI. TO A
 NU1719'GATE.  GO THROUGH GATE AND CONTINUE S. ACROSS FIELD FOR 0.4 MI. TO
 NU1719'HIGH POINT AND STATION.
 NU1719'
 NU1719'STATION MARK--A STANDARD DISK STAMPED---DAYLEY 1947---, SET IN A
 NU1719'1-1/2 BY 2 FOOT BOULDER THAT PROJECTS 3 INCHES.
 NU1719
 NU1719                          STATION RECOVERY (1972)
 NU1719
 NU1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NU1719'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 NU1719'RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND
 NU1719'COMPLETE DESCRIPTION FOLLOWS.
 NU1719'
 NU1719'TO REACH THE STATION FROM THE BURLEY POST OFFICE GO SOUTH
 NU1719'ON STATE HIGHWAY 27 FOR 5.1 MILES TO A CROSSROAD, TURN LEFT,
 NU1719'AND GO EAST FOR 1.5 MILES TO A CROSSROAD, TURN RIGHT, AND GO
 NU1719'SOUTH ON THE MACADAM ROAD FOR 5.2 MILES TO WHERE THE ROAD
 NU1719'TURNS EAST, GO EAST FOR 0.2 MILE TO WHERE THE ROAD TURNS SOUTH,
 NU1719'AND A DRIVEWAY STRAIGHT AHEAD.  GO EAST, NORTH, AND EAST ON
 NU1719'THE DRIVEWAY FOR 1.7 MILES TO A GATE IN THE NORTH-SOUTH FENCE
 NU1719'LINE, JUST NORTH OF MR. GRANT M. MATTHEWS RESIDENCE.  TO REACH
 NU1719'THE AZIMUTH MARK AFTER PASSING THRU THE GATE CONTINUE EAST ON
 NU1719'THE TRACK ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 NU1719'RIGHT.  AFTER PASSING THRU THE GATE GO NORTH ON THE EAST SIDE
 NU1719'OF THE FENCE FOR 0.55 MILE TO A GATE, PASS THRU THE GATE,
 NU1719'AND CONTINUE NORTH ON THE EAST SIDE OF THE FENCE FOR 0.7 MILE
 NU1719'TO A T FENCE CORNER, TURN RIGHT, AND GO EAST ON THE SOUTH
 NU1719'SIDE OF THE FENCE FOR 0.9 MILE TO THE END OF TRUCK TRAVEL.
 NU1719'CROSS THE FENCE, AND HIKE NORTHEAST FOR 1/4 MILE TO THE
 NU1719'STATION.
 NU1719'
 NU1719'THE STATION MARK, STAMPED DAYLEY 1947, IS A STANDARD DISK SET
 NU1719'IN A 1-1/2 BY 2 FOOT BOULDER THAT PROJECTS 3 INCHES.  IT IS 0.3
 NU1719'MILE EAST-SOUTHEAST OF A TELEPHONE INSTALLATION, 1/4 MILE
 NU1719'NORTH OF AN EAST-WEST FENCE LINE, 300 FEET WEST OF A NORTH-SOUTH
 NU1719'FENCE LINE, AND 3 FEET NORTH OF A METAL WITNESS POST.
 NU1719'
 NU1719'REFERENCE MARK NO. 1, STAMPED DAYLEY NO 1 1947, IS A STANDARD
 NU1719'DISK CEMENTED IN A DRILL HOLE IN A 6 BY 8-INCH BOULDER THAT
 NU1719'PROJECTS 2 INCHES, 30 FEET SOUTH OF THE WITNESS POST.
 NU1719'
 NU1719'REFERENCE MARK NO. 2, STAMPED DAYLEY NO 2 1947, IS A STANDARD
 NU1719'DISK CEMENTED IN A 2 BY 2-FOOT BOULDER THAT PROJECTS 4 INCHES,
 NU1719'42 FEET WEST OF THE WITNESS POST.
 NU1719'
 NU1719'THE AZIMUTH MARK, STAMPED DAYLEY 1947, IS A STANDARD DISK SET
 NU1719'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES,
 NU1719'92 FEET WEST OF A LOADING CHUTE, 45 FEET EAST OF THE EAST END
 NU1719'OF A GATE, 28 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, AND
 NU1719'1 FOOT NORTH OF A METAL WITNESS POST THAT WAS SET IN THE FENCE
 NU1719'LINE ON THE NORTH SIDE OF THE CORRAL.
 NU1719'
 NU1719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 NU1719'SOUTHEAST OF BURLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0570 ***********************************************************************
 NT0570  DESIGNATION -  DAYTON RESET
 NT0570  PID         -  NT0570
 NT0570  STATE/COUNTY-  ID/FRANKLIN
 NT0570  USGS QUAD   -  WESTON (1969)
 NT0570
 NT0570                         *CURRENT SURVEY CONTROL
 NT0570  ___________________________________________________________________
 NT0570* NAD 83(1994)-  42 06 23.43185(N)    111 54 56.20204(W)     ADJUSTED  
 NT0570* NAVD 88     -      1442.2    (meters)    4732.     (feet)  VERTCON   
 NT0570  ___________________________________________________________________
 NT0570  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 NT0570  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 NT0570
 NT0570  HORZ ORDER  -  SECOND
 NT0570
 NT0570.The horizontal coordinates were established by classical geodetic methods
 NT0570.and adjusted by the National Geodetic Survey in November 1997..
 NT0570
 NT0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0570
 NT0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0570
 NT0570.The geoid height was determined by GEOID03.
 NT0570
 NT0570;                    North         East     Units Scale Factor Converg.
 NT0570;SPC ID E     -    48,881.679   220,764.289   MT  0.99995267   +0 10 06.0
 NT0570;SPC UT N     - 1,197,007.202   465,621.514   MT  1.00006846   -0 16 26.5
 NT0570;UTM  12      - 4,662,007.487   424,297.470   MT  0.99967051   -0 36 50.2
 NT0570
 NT0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0570!SPC ID E     -   0.99977612  x   0.99995267  =   0.99972880
 NT0570!SPC UT N     -   0.99977612  x   1.00006846  =   0.99984457
 NT0570!UTM  12      -   0.99977612  x   0.99967051  =   0.99944671
 NT0570
 NT0570:                Primary Azimuth Mark                     Grid Az
 NT0570:SPC ID E     -  DAYTON AZ MK                             055 45 44.0
 NT0570:SPC UT N     -  DAYTON AZ MK                             056 12 16.5
 NT0570:UTM  12      -  DAYTON AZ MK                             056 32 40.2
 NT0570
 NT0570|---------------------------------------------------------------------|
 NT0570| PID    Reference Object                     Distance      Geod. Az  |
 NT0570|                                                           dddmmss.s |
 NT0570| CM5436 DAYTON AZ MK                                       0555550.0 |
 NT0570| NT0566 PRESTON RADIO STA KPST MAST         APPROX. 6.0 KM 0704219.1 |
 NT0570| NT0569 PRESTON PET MILK CO STACK           APPROX. 3.4 KM 1140617.1 |
 NT0570| CM5437 DAYTON RM 1                          12.711 METERS 25729     |
 NT0570| CM5438 DAYTON RM 2                          14.175 METERS 34056     |
 NT0570|---------------------------------------------------------------------|
 NT0570
 NT0570                          SUPERSEDED SURVEY CONTROL
 NT0570
 NT0570  NAD 83(1992)-  42 06 23.43217(N)    111 54 56.19664(W) AD(       ) 2
 NT0570  NAD 83(1986)-  42 06 23.42494(N)    111 54 56.18702(W) AD(       ) 2
 NT0570  NAD 27      -  42 06 23.70140(N)    111 54 53.35780(W) AD(       ) 2
 NT0570  NGVD 29 (07/19/86) 1441.2    (m)         4728.     (f) VERT ANG       
 NT0570
 NT0570.Superseded values are not recommended for survey control.
 NT0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0570.See file dsdata.txt to determine how the superseded data were derived.
 NT0570
 NT0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2429762007(NAD 83)
 NT0570_MARKER: DH = HORIZONTAL CONTROL DISK
 NT0570_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NT0570_SP_SET: CONCRETE APRON
 NT0570_STAMPING: DAYTON 1963 1984
 NT0570_MARK LOGO: NGS   
 NT0570_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0570+STABILITY: SURFACE MOTION
 NT0570
 NT0570  HISTORY     - Date     Condition        Report By
 NT0570  HISTORY     - 1984     MONUMENTED       NGS
 NT0570
 NT0570                          STATION DESCRIPTION
 NT0570
 NT0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NT0570'THE STATION DISK WAS GONE BUT DRILL HOLE REMAINED.  BOTH REFERENCE
 NT0570'DISKS WERE GONE BUT THE SHANKS WERE STILL IN PLACE.  THE AZ MK WAS
 NT0570'RECOVERED AND IS IN GOOD CONDITION.  AT TIME OF RECOVERY A PORTABLE
 NT0570'CHEMICAL TANK WAS ON LINE WITH THE STATION.  A NEW SURFACE MARK DISK
 NT0570'WAS SET INTO OLD DRILL HOLE.  RMS 3 AND 4 WERE ESTABLISHED AT THIS
 NT0570'TIME.  THE STATION IS LOCATED ABOUT 8 MILES (12.9 KM) SE OF CLIFTON, 4
 NT0570'MILES (6.4 KM) E OF DAYTON AND 2 MILES (3.2 KM) NW OF PRESTON AND AT
 NT0570'THE PRESTON AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF US HWY
 NT0570'91 AND STATE HWY 34 IN PRESTON, GO W ON HWY 91, FOR 1.45 MILES (2.33
 NT0570'KM) TO THE AZ MK ON THE LEFT, CONTINUE ON US 91 FOR 0.15 MILE (0.24
 NT0570'KM) TO FORK, TURN LEFT AND GO 0.05 MILE (0.08 KM) TO FORK, LEFT ABOUT
 NT0570'GO ABOUT 20 METERS (65.6 FT) TO ANOTHER ROAD FORK, TURN RIGHT AND GO
 NT0570'0.55 MILE (0.89 KM) TO OLD HANGAR AND STATION.
 NT0570' 
 NT0570'THE STATION IS A STANDARD NGS DISK STAMPED---DAYTON 1963 1984---, SET
 NT0570'INTO A DRILL HOLE IN THE CONCRETE APRON TO A OLD AIRPLANE HANGAR.  THE
 NT0570'STATION IS LOCATED 66.93 FT (20.40 M) SE FROM THE NE CORNER OF THE
 NT0570'HANGAR, 53.31 FT (16.25 M) NE FROM THE SE CORNER OF THE HAGAR, 13.5 FT
 NT0570'(4.1 M) N FROM THE S EDGE OF THE CONCRETE APRON, 14.8 FT (4.5 M) W
 NT0570'FROM THE E EDGE OF THE CONCRETE APRON.  RM NO 3 IS A STANDARD NGS DISK
 NT0570'STAMPED---DAYTON 1963 NO 3 1984---, SET INTO A DRILL HOLE OF
 NT0570'FOUNDATION FOR DOOR TO HANGER.  THE STATION IS LOCATED 19.4 FT (5.9 M)
 NT0570'N FROM THE SE CORNER OF THE HANGAR, 1.0 FT (0.3 M) E FROM THE E FACE
 NT0570'OF THE BUILDING, ABOUT THE SAME ELEVATION AS THE STATION.  RM NO 4 IS
 NT0570'A STANDARD NGS DISK STAMPED---DAYTON 1963 NO 4 1984---, SET INTO DRILL
 NT0570'HOLE IN CONCRETE FOUNDATION FOR DOOR TO HANGER.  THE STATION IS
 NT0570'LOCATED 2.49 FT (0.76 M) SE FROM THE NE CORNER OF THE HANGAR, 1.08 FT
 NT0570'(0.33 M) E FROM THE E FACE OF THE DOOR TO HANGAR, AND ABOUT THE SAME
 NT0570'ELEVATION AS STATION.  AZ MK NO 1 IS A STANDARD USCGS DISK
 NT0570'STAMPED---DAYTON 1963---, SET INTO THE TOP OF A SQUARE CONCRETE
 NT0570'MONUMENT 30 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 NT0570'49.2 FT (15.0 M) E FROM THE ROAD LEADING TO AIRPORT, 49.2 FT (15.0 M)
 NT0570'S FROM THE CENTERLINE OF THE HWY, 5.58 FT (1.70 M) W FROM A FENCE
 NT0570'CORNER, 0.66 FT (20.12 CM) N FROM A FENCE, AND 1.0 FT (0.3 M) W FROM A
 NT0570'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0558 ***********************************************************************
 OX0558  DESIGNATION -  DB 231
 OX0558  PID         -  OX0558
 OX0558  STATE/COUNTY-  ID/MADISON
 OX0558  USGS QUAD   -  HEISE (1979)
 OX0558
 OX0558                         *CURRENT SURVEY CONTROL
 OX0558  ___________________________________________________________________
 OX0558* NAD 83(1986)-  43 38 50.     (N)    111 42 01.     (W)     SCALED    
 OX0558* NAVD 88     -      1527.487  (meters)    5011.43   (feet)  ADJUSTED  
 OX0558  ___________________________________________________________________
 OX0558  GEOID HEIGHT-         -10.89  (meters)                     GEOID03
 OX0558  DYNAMIC HT  -        1526.667 (meters)    5008.74  (feet)  COMP
 OX0558  MODELED GRAV-     980,028.8   (mgal)                       NAVD 88
 OX0558
 OX0558  VERT ORDER  -  SECOND    CLASS 0
 OX0558
 OX0558.The horizontal coordinates were scaled from a topographic map and have
 OX0558.an estimated accuracy of +/- 6 seconds.
 OX0558
 OX0558.The orthometric height was determined by differential leveling
 OX0558.and adjusted by the National Geodetic Survey in June 1991..
 OX0558
 OX0558.The geoid height was determined by GEOID03.
 OX0558
 OX0558.The dynamic height is computed by dividing the NAVD 88
 OX0558.geopotential number by the normal gravity value computed on the
 OX0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0558.degrees latitude (g = 980.6199 gals.).
 OX0558
 OX0558.The modeled gravity was interpolated from observed gravity values.
 OX0558
 OX0558;                    North         East    Units  Estimated Accuracy
 OX0558;SPC ID E     -   220,110.      237,630.      MT  (+/- 180 meters Scaled)
 OX0558
 OX0558                          SUPERSEDED SURVEY CONTROL
 OX0558
 OX0558  NGVD 29 (??/??/92) 1526.370  (m)         5007.77   (f) ADJ UNCH    2 0
 OX0558
 OX0558.Superseded values are not recommended for survey control.
 OX0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0558.See file dsdata.txt to determine how the superseded data were derived.
 OX0558
 OX0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP435329(NAD 83)
 OX0558_MARKER: DD = SURVEY DISK
 OX0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0558_STAMPING: 231-D-B 1944
 OX0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0558+STABILITY: SURFACE MOTION
 OX0558
 OX0558  HISTORY     - Date     Condition        Report By
 OX0558  HISTORY     - 1944     MONUMENTED       DOD
 OX0558  HISTORY     - 1945     GOOD             NGS
 OX0558
 OX0558                          STATION DESCRIPTION
 OX0558
 OX0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0558'2.4 MI NW FROM POPLAR.
 OX0558'2.4 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, 77
 OX0558'FEET NORTH OF THE NORTH END OF THE HEISE BRIDGE OVER THE SNAKE RIVER,
 OX0558'ON EXTENDED CENTER-LINE OF BRIDGE, ON SOUTH SLOPE OF BANK, 13 FEET
 OX0558'NORTH OF CENTER-LINE OF EASD-WEST ROAD, ABOUT 2 FEET ABOVE ROAD LEVEL.
 OX0558'A USE BRONZE BENCH MARK DISK, SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0651 ***********************************************************************
 SV0651  DESIGNATION -  DD 285 IDDT
 SV0651  PID         -  SV0651
 SV0651  STATE/COUNTY-  ID/KOOTENAI
 SV0651  USGS QUAD   -  LIBERTY LAKE (1973)
 SV0651
 SV0651                         *CURRENT SURVEY CONTROL
 SV0651  ___________________________________________________________________
 SV0651* NAD 83(1986)-  47 44 55.     (N)    117 00 42.     (W)     SCALED    
 SV0651* NAVD 88     -       650.355  (meters)    2133.71   (feet)  ADJUSTED  
 SV0651  ___________________________________________________________________
 SV0651  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 SV0651  DYNAMIC HT  -         650.392 (meters)    2133.83  (feet)  COMP
 SV0651  MODELED GRAV-     980,648.1   (mgal)                       NAVD 88
 SV0651
 SV0651  VERT ORDER  -  FIRST     CLASS II
 SV0651
 SV0651.The horizontal coordinates were scaled from a topographic map and have
 SV0651.an estimated accuracy of +/- 6 seconds.
 SV0651
 SV0651.The orthometric height was determined by differential leveling
 SV0651.and adjusted by the National Geodetic Survey in June 1991..
 SV0651
 SV0651.The geoid height was determined by GEOID03.
 SV0651
 SV0651.The dynamic height is computed by dividing the NAVD 88
 SV0651.geopotential number by the normal gravity value computed on the
 SV0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0651.degrees latitude (g = 980.6199 gals.).
 SV0651
 SV0651.The modeled gravity was interpolated from observed gravity values.
 SV0651
 SV0651;                    North         East    Units  Estimated Accuracy
 SV0651;SPC ID W     -   676,590.      705,400.      MT  (+/- 180 meters Scaled)
 SV0651
 SV0651                          SUPERSEDED SURVEY CONTROL
 SV0651
 SV0651  NGVD 29 (??/??/92)  649.185  (m)         2129.87   (f) ADJ UNCH    1 2
 SV0651
 SV0651.Superseded values are not recommended for survey control.
 SV0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0651.See file dsdata.txt to determine how the superseded data were derived.
 SV0651
 SV0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN991883(NAD 83)
 SV0651_MARKER: DD = SURVEY DISK
 SV0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0651_STAMPING: DD 285 1944 P.O.T. 88+ 09.6 40.00
 SV0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0651+STABILITY: SURFACE MOTION
 SV0651
 SV0651  HISTORY     - Date     Condition        Report By
 SV0651  HISTORY     - 1944     MONUMENTED       IDDT
 SV0651  HISTORY     - 1944     GOOD             NGS
 SV0651  HISTORY     - 1980     GOOD
 SV0651
 SV0651                          STATION DESCRIPTION
 SV0651
 SV0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0651'IN HAUSER.
 SV0651'AT HAUSER, ALONG STATE HIGHWAY NO. 53, ABOUT 350 FEET NORTH OF THE
 SV0651'NORTHERN PACIFIC RAILROAD STATION, ON THE NORTHWEST SIDE OF HIGHWAY
 SV0651'FROM THE TRACKS, ON THE SOUTHEAST EDGE OF A CULTIVATED FIELD, 40 FEET
 SV0651'NORTHWEST OF CENTER-LINE OF HIGHWAY, 4.5 FEET NORTHWEST OF REFERENCE
 SV0651'POST, 3.5 FEET NORTHWEST OF FENCE.  A IDAHO STATE HIGHWAY RIGHT-OF-WAY
 SV0651'BRONZE DISK SET IN TOP OF CONCRETE POST.
 SV0651
 SV0651                          STATION RECOVERY (1980)
 SV0651
 SV0651'RECOVERED 1980
 SV0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0421 ***********************************************************************
 QB0421  DESIGNATION -  DD 321
 QB0421  PID         -  QB0421
 QB0421  STATE/COUNTY-  ID/WASHINGTON
 QB0421  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0421
 QB0421                         *CURRENT SURVEY CONTROL
 QB0421  ___________________________________________________________________
 QB0421* NAD 83(1992)-  44 33 51.23012(N)    116 37 14.70455(W)     ADJUSTED  
 QB0421* NAVD 88     -       821.553  (meters)    2695.38   (feet)  ADJUSTED  
 QB0421  ___________________________________________________________________
 QB0421  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 QB0421  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 QB0421  DYNAMIC HT  -         821.312 (meters)    2694.59  (feet)  COMP
 QB0421  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 QB0421
 QB0421  HORZ ORDER  -  SECOND
 QB0421  VERT ORDER  -  FIRST     CLASS II
 QB0421
 QB0421.The horizontal coordinates were established by classical geodetic methods
 QB0421.and adjusted by the National Geodetic Survey in July 1992..
 QB0421
 QB0421.The orthometric height was determined by differential leveling
 QB0421.and adjusted by the National Geodetic Survey in June 1991..
 QB0421.WARNING-Repeat measurements at this control monument indicate possible
 QB0421.vertical movement.
 QB0421
 QB0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0421
 QB0421.The geoid height was determined by GEOID03.
 QB0421
 QB0421.The dynamic height is computed by dividing the NAVD 88
 QB0421.geopotential number by the normal gravity value computed on the
 QB0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0421.degrees latitude (g = 980.6199 gals.).
 QB0421
 QB0421.The modeled gravity was interpolated from observed gravity values.
 QB0421
 QB0421;                    North         East     Units Scale Factor Converg.
 QB0421;SPC ID W     -   322,252.249   730,830.172   MT  0.99999215   -0 36 39.7
 QB0421;UTM  11      - 4,934,613.738   530,116.306   MT  0.99961115   +0 15 58.0
 QB0421
 QB0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0421!SPC ID W     -   0.99987374  x   0.99999215  =   0.99986589
 QB0421!UTM  11      -   0.99987374  x   0.99961115  =   0.99948494
 QB0421
 QB0421                          SUPERSEDED SURVEY CONTROL
 QB0421
 QB0421  NAD 83(1986)-  44 33 51.23040(N)    116 37 14.70383(W) AD(       ) 2
 QB0421  NAD 27      -  44 33 51.64089(N)    116 37 11.15104(W) AD(       ) 2
 QB0421  NGVD 29 (??/??/92)  820.493  (m)         2691.90   (f) ADJ UNCH    1 2
 QB0421
 QB0421.Superseded values are not recommended for survey control.
 QB0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0421.See file dsdata.txt to determine how the superseded data were derived.
 QB0421
 QB0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK3011634614(NAD 83)
 QB0421_MARKER: DD = SURVEY DISK
 QB0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0421_STAMPING: DD 321 1946
 QB0421_MARK LOGO: IDPWD 
 QB0421_PROJECTION: PROJECTING 12 CENTIMETERS
 QB0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0421+STABILITY: SURFACE MOTION
 QB0421
 QB0421  HISTORY     - Date     Condition        Report By
 QB0421  HISTORY     - 1966     MONUMENTED       CGS
 QB0421  HISTORY     - 1967     GOOD             NGS
 QB0421  HISTORY     - 1983     GOOD             NGS
 QB0421
 QB0421                          STATION DESCRIPTION
 QB0421
 QB0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QB0421'SEE STATION FROG
 QB0421
 QB0421                          STATION RECOVERY (1967)
 QB0421
 QB0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 QB0421'3.0 MI E FROM CAMBRIDGE.
 QB0421'3.0 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0421'CAMBRIDGE, 0.5 MILE WEST OF MILE POST NO. 121, 40 FEET NORTH OF THE
 QB0421'CENTER OF THE HIGHWAY AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE AND
 QB0421'POWER POLE NO. 32 WITH A WITNESS SIGN NAILED ON IT SET IN A 5-INCH
 QB0421'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 QB0421
 QB0421                          STATION RECOVERY (1983)
 QB0421
 QB0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0421'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.9 KM
 QB0421'(3.05 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0421'71 IN CAMBRIDGE, 0.65 KM (0.4 MI) EAST OF MILEPOST 116, 0.2 KM
 QB0421'(0.1 MI) WEST OF A PRIVATE ROAD LEADING NORTH TO A MOBILE HOME, 12.2
 QB0421'METERS (40 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.3 METER (1
 QB0421'FT) SOUTH OF POWER LINE POLE 32, 0.1 METER (0.3 FT) SOUTH OF A FENCE.
 QB0421'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 QB0421'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0511 ***********************************************************************
 RZ0511  DESIGNATION -  DD 348
 RZ0511  PID         -  RZ0511
 RZ0511  STATE/COUNTY-  ID/LATAH
 RZ0511  USGS QUAD   -  TEXAS RIDGE (1994)
 RZ0511
 RZ0511                         *CURRENT SURVEY CONTROL
 RZ0511  ___________________________________________________________________
 RZ0511* NAD 83(1986)-  46 39 05.     (N)    116 36 29.     (W)     SCALED    
 RZ0511* NAVD 88     -       706.910  (meters)    2319.25   (feet)  ADJUSTED  
 RZ0511  ___________________________________________________________________
 RZ0511  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 RZ0511  DYNAMIC HT  -         706.873 (meters)    2319.13  (feet)  COMP
 RZ0511  MODELED GRAV-     980,538.5   (mgal)                       NAVD 88
 RZ0511
 RZ0511  VERT ORDER  -  SECOND    CLASS 0
 RZ0511
 RZ0511.The horizontal coordinates were scaled from a topographic map and have
 RZ0511.an estimated accuracy of +/- 6 seconds.
 RZ0511
 RZ0511.The orthometric height was determined by differential leveling
 RZ0511.and adjusted by the National Geodetic Survey in June 1991..
 RZ0511
 RZ0511.The geoid height was determined by GEOID03.
 RZ0511
 RZ0511.The dynamic height is computed by dividing the NAVD 88
 RZ0511.geopotential number by the normal gravity value computed on the
 RZ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0511.degrees latitude (g = 980.6199 gals.).
 RZ0511
 RZ0511.The modeled gravity was interpolated from observed gravity values.
 RZ0511
 RZ0511;                    North         East    Units  Estimated Accuracy
 RZ0511;SPC ID W     -   554,200.      734,320.      MT  (+/- 180 meters Scaled)
 RZ0511
 RZ0511                          SUPERSEDED SURVEY CONTROL
 RZ0511
 RZ0511  NGVD 29 (??/??/92)  705.841  (m)         2315.75   (f) ADJ UNCH    2 0
 RZ0511
 RZ0511.Superseded values are not recommended for survey control.
 RZ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0511.See file dsdata.txt to determine how the superseded data were derived.
 RZ0511
 RZ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM299665(NAD 83)
 RZ0511_MARKER: DB = BENCH MARK DISK
 RZ0511_SETTING: 80 = SET IN A BOULDER
 RZ0511_STAMPING: DD 348 1952
 RZ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0511+STABILITY: SURFACE MOTION
 RZ0511
 RZ0511  HISTORY     - Date     Condition        Report By
 RZ0511  HISTORY     - 1952     MONUMENTED       CGS
 RZ0511
 RZ0511                          STATION DESCRIPTION
 RZ0511
 RZ0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0511'4.2 MI NE FROM KENDRICK.
 RZ0511'0.6 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RZ0511'AT KENDRICK, THENCE 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 7, AT THE
 RZ0511'Y JUNCTION OF A ROAD LEADING NORTH, IN THE TOP OF A 5- X 7-FOOT GREY
 RZ0511'BOULDER PROJECTING 4 FOOT ABOVE THE GROUND, 137 FEET NORTHEAST OF THE
 RZ0511'CENTER LINE OF THE HIGHWAY, 104 FEET EAST OF THE CENTER LINE OF THE
 RZ0511'ROAD, 1.9 FEET NORTHEAST OF THE SOUTHWEST POINT OF THE BOULDER, AND
 RZ0511'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0316 ***********************************************************************
 OY0316  DESIGNATION -  DD 96
 OY0316  PID         -  OY0316
 OY0316  STATE/COUNTY-  ID/BINGHAM
 OY0316  USGS QUAD   -  BLACKFOOT (1971)
 OY0316
 OY0316                         *CURRENT SURVEY CONTROL
 OY0316  ___________________________________________________________________
 OY0316* NAD 83(1986)-  43 13 20.     (N)    112 21 22.     (W)     SCALED    
 OY0316* NAVD 88     -      1370.690  (meters)    4497.01   (feet)  ADJUSTED  
 OY0316  ___________________________________________________________________
 OY0316  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 OY0316  DYNAMIC HT  -        1369.945 (meters)    4494.56  (feet)  COMP
 OY0316  MODELED GRAV-     980,028.1   (mgal)                       NAVD 88
 OY0316
 OY0316  VERT ORDER  -  SECOND    CLASS 0
 OY0316
 OY0316.The horizontal coordinates were scaled from a topographic map and have
 OY0316.an estimated accuracy of +/- 6 seconds.
 OY0316
 OY0316.The orthometric height was determined by differential leveling
 OY0316.and adjusted by the National Geodetic Survey in June 1991..
 OY0316
 OY0316.The geoid height was determined by GEOID03.
 OY0316
 OY0316.The dynamic height is computed by dividing the NAVD 88
 OY0316.geopotential number by the normal gravity value computed on the
 OY0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0316.degrees latitude (g = 980.6199 gals.).
 OY0316
 OY0316.The modeled gravity was interpolated from observed gravity values.
 OY0316
 OY0316;                    North         East    Units  Estimated Accuracy
 OY0316;SPC ID E     -   172,800.      184,610.      MT  (+/- 180 meters Scaled)
 OY0316
 OY0316                          SUPERSEDED SURVEY CONTROL
 OY0316
 OY0316  NGVD 29 (??/??/92) 1369.634  (m)         4493.54   (f) ADJ UNCH    2 0
 OY0316
 OY0316.Superseded values are not recommended for survey control.
 OY0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0316.See file dsdata.txt to determine how the superseded data were derived.
 OY0316
 OY0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN898863(NAD 83)
 OY0316_MARKER: DB = BENCH MARK DISK
 OY0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0316_SP_SET: CULVERT
 OY0316_STAMPING: DD 96 1959
 OY0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0316
 OY0316  HISTORY     - Date     Condition        Report By
 OY0316  HISTORY     - 1959     MONUMENTED       CGS
 OY0316  HISTORY     - 1971     GOOD             USGS
 OY0316
 OY0316                          STATION DESCRIPTION
 OY0316
 OY0316'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OY0316'3.35 MI SSW FROM BLACKFOOT.
 OY0316'3.35 MILES SOUTH AND SOUTHWEST ALONG ROSE ROAD FROM THE JUNCTION OF
 OY0316'U.S. 26, 91 AND 191 AT BLACKFOOT, 1.7 MILES NORTHWEST ALONG U.S.
 OY0316'HIGHWAY 26.  THENCE, 1.2 MILES NORTH, THENCE 0.7 MILES NORTHEAST, AT A
 OY0316'SHARP BEND, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, ON TOP OF
 OY0316'THE NORTH CONCRETE HEADWALL OF A 24 INCH CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0863 ***********************************************************************
 RY0863  DESIGNATION -  DEAD ELK
 RY0863  PID         -  RY0863
 RY0863  STATE/COUNTY-  ID/IDAHO
 RY0863  USGS QUAD   -  TENMILE LAKE (1964)
 RY0863
 RY0863                         *CURRENT SURVEY CONTROL
 RY0863  ___________________________________________________________________
 RY0863* NAD 83(1992)-  46 14 40.96990(N)    114 29 09.67324(W)     ADJUSTED  
 RY0863* NAVD 88     -      2345.1    (meters)    7694.     (feet)  VERTCON   
 RY0863  ___________________________________________________________________
 RY0863  LAPLACE CORR-           9.58  (seconds)                    DEFLEC99
 RY0863  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 RY0863
 RY0863  HORZ ORDER  -  THIRD
 RY0863
 RY0863.The horizontal coordinates were established by classical geodetic methods
 RY0863.and adjusted by the National Geodetic Survey in July 1992..
 RY0863
 RY0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0863
 RY0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0863
 RY0863.The geoid height was determined by GEOID03.
 RY0863
 RY0863;                    North         East     Units Scale Factor Converg.
 RY0863;SPC ID W     -   509,415.983   897,472.662   MT  1.00005008   +0 54 47.0
 RY0863;UTM  11      - 5,124,309.451   693,800.683   MT  1.00006172   +1 48 59.1
 RY0863
 RY0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0863!SPC ID W     -   0.99963470  x   1.00005008  =   0.99968476
 RY0863!UTM  11      -   0.99963470  x   1.00006172  =   0.99969639
 RY0863
 RY0863:                Primary Azimuth Mark                     Grid Az
 RY0863:SPC ID W     -  DIVIDE 3                                 168 43 41.0
 RY0863:UTM  11      -  DIVIDE 3                                 167 49 28.9
 RY0863
 RY0863|---------------------------------------------------------------------|
 RY0863| PID    Reference Object                     Distance      Geod. Az  |
 RY0863|                                                           dddmmss.s |
 RY0863| RY0862 DIVIDE 3                            APPROX. 6.1 KM 1693828.0 |
 RY0863|---------------------------------------------------------------------|
 RY0863
 RY0863                          SUPERSEDED SURVEY CONTROL
 RY0863
 RY0863  NAD 83(1986)-  46 14 40.97748(N)    114 29 09.66432(W) AD(       ) 3
 RY0863  NAD 27      -  46 14 41.25731(N)    114 29 06.32276(W) AD(       ) 3
 RY0863  NGVD 29 (07/19/86) 2343.7    (m)         7689.     (f) VERT ANG       
 RY0863
 RY0863.Superseded values are not recommended for survey control.
 RY0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0863.See file dsdata.txt to determine how the superseded data were derived.
 RY0863
 RY0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM9380124309(NAD 83)
 RY0863_MARKER: DD = SURVEY DISK
 RY0863_SETTING: 66 = SET IN ROCK OUTCROP
 RY0863_SP_SET: SET IN ROCK OUTCROP
 RY0863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0863+STABILITY: POSITION/ELEVATION WELL
 RY0863
 RY0863  HISTORY     - Date     Condition        Report By
 RY0863  HISTORY     - 1965     MONUMENTED       USGS
 RY0863
 RY0863                          STATION DESCRIPTION
 RY0863
 RY0863'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RY0863'LOCATED ABOUT 16 MI. W. OF HAMILTON, MONTANA, 17.3 MI. NNW. OF
 RY0863'EL CAPITAN MTN., AND 1 MI. W. OF THE MONTANA-IDAHO LINE, ON A
 RY0863'ROCKY TOP BETWEEN DEAD ELK CREEK AND THE EAST FORK OF MOOSE CREEK.
 RY0863'(NOTE--TOPS TO THE E. ARE HIGHER.)
 RY0863'
 RY0863'STATION MARK--A STANDARD TABLET STAMPED---DEAD ELK 1965--- AND
 RY0863'SET IN LARGE ROCK ON HIGHEST POINT OF TOP.
 RY0863'
 RY0863'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 RY0863'---NO 1 1965--- SET IN LARGE ROCK, 13.86 FT. FROM STATION MARK,
 RY0863'S 37 DEG 05 MIN W.
 RY0863'
 RY0863'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 RY0863'---NO 2 1965--- SET IN LARGE ROCK, 11.83 FT. FROM STATION MARK,
 RY0863'N 88 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0986 ***********************************************************************
 TO0986  DESIGNATION -  DEADMAN
 TO0986  PID         -  TO0986
 TO0986  STATE/COUNTY-  ID/BONNER
 TO0986  USGS QUAD   -  HOPE (1996)
 TO0986
 TO0986                         *CURRENT SURVEY CONTROL
 TO0986  ___________________________________________________________________
 TO0986* NAD 83(1992)-  48 07 36.50788(N)    116 19 40.96042(W)     ADJUSTED  
 TO0986* NAVD 88     -       633.     (meters)    2077.     (feet)  SCALED    
 TO0986  ___________________________________________________________________
 TO0986  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 TO0986  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TO0986
 TO0986  HORZ ORDER  -  SECOND
 TO0986
 TO0986.The horizontal coordinates were established by classical geodetic methods
 TO0986.and adjusted by the National Geodetic Survey in July 1992..
 TO0986
 TO0986.The orthometric height was scaled from a topographic map.
 TO0986
 TO0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0986
 TO0986.The geoid height was determined by GEOID03.
 TO0986
 TO0986;                    North         East     Units Scale Factor Converg.
 TO0986;SPC ID W     -   718,027.778   756,971.986   MT  0.99995607   -0 25 49.6
 TO0986;UTM  11      - 5,330,612.868   550,001.770   MT  0.99963072   +0 30 01.3
 TO0986
 TO0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0986!SPC ID W     -   0.99990344  x   0.99995607  =   0.99985951
 TO0986!UTM  11      -   0.99990344  x   0.99963072  =   0.99953419
 TO0986
 TO0986                          SUPERSEDED SURVEY CONTROL
 TO0986
 TO0986  NAD 83(1986)-  48 07 36.51724(N)    116 19 40.95261(W) AD(       ) 2
 TO0986  NAD 27      -  48 07 36.80247(N)    116 19 37.29965(W) AD(       ) 2
 TO0986
 TO0986.Superseded values are not recommended for survey control.
 TO0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0986.See file dsdata.txt to determine how the superseded data were derived.
 TO0986
 TO0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5000230613(NAD 83)
 TO0986_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0986_SETTING: 66 = SET IN ROCK OUTCROP
 TO0986
 TO0986  HISTORY     - Date     Condition        Report By
 TO0986  HISTORY     - 1947     MONUMENTED       CGS
 TO0986  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TO0986
 TO0986                          STATION DESCRIPTION
 TO0986
 TO0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO0986'THE STATION IS ON EAST SIDE OF PEND OREILLE LAKE ON DEADMAN
 TO0986'POINT ABOUT 1/2 MILES EAST OF GREEN MONARCH MINE ON ROCKY POINT
 TO0986'JUST WEST OF LARGE BIGHT.  THE NEAREST TREES ARE DECIDUOUS AND
 TO0986'ARE ABOUT 5 METERS TO THE WEST AND SOUTHWEST OF THE STATION.
 TO0986'THE MARK IS SET IN GRAY ROCK LEDGE 8 FEET ABOVE MEAN WINTER
 TO0986'LAKE LEVEL AND ABOUT 2 METERS FROM LAKE EDGE.  THE STATION
 TO0986'SHOULD BE VISITED BY BOAT.
 TO0986'
 TO0986'REFERENCE MARK NO. 1 IS SET IN GRAY BOULDER SOUTHEAST OF STATION
 TO0986'AND AT ABOUT THE SAME ELEVATION.  IT IS ABOUT 4 METERS FROM
 TO0986'LAKE EDGE.
 TO0986'
 TO0986'REFERENCE MARK NO. 2 IS SET IN GRAY LEDGE WEST OF STATION AND
 TO0986'ABOUT 6 FEET HIGHER.  IT IS ABOUT 3 METERS FROM LAKE EDGE.
 TO0986
 TO0986                          STATION RECOVERY (1948)
 TO0986
 TO0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (ERM)
 TO0986'THE STATION WAS RECOVERED IN GOOD CONDITION BUT A NEW STATION
 TO0986'WAS ESTABLISHED BECAUSE THE PROPOSED POWER PROJECT AT ALBENI
 TO0986'FALLS WILL RAISE THE LAKE LEVEL.  ONLY THE REFERENCE MARKS
 TO0986'WERE REMOVED.  THE NEW STATION IS DEADMAN 2, 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0987 ***********************************************************************
 TO0987  DESIGNATION -  DEADMAN 2
 TO0987  PID         -  TO0987
 TO0987  STATE/COUNTY-  ID/BONNER
 TO0987  USGS QUAD   -  HOPE (1996)
 TO0987
 TO0987                         *CURRENT SURVEY CONTROL
 TO0987  ___________________________________________________________________
 TO0987* NAD 83(1992)-  48 07 36.41719(N)    116 19 41.14612(W)     ADJUSTED  
 TO0987* NAVD 88     -       633.     (meters)    2077.     (feet)  SCALED    
 TO0987  ___________________________________________________________________
 TO0987  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 TO0987  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TO0987
 TO0987  HORZ ORDER  -  SECOND
 TO0987
 TO0987.The horizontal coordinates were established by classical geodetic methods
 TO0987.and adjusted by the National Geodetic Survey in July 1992..
 TO0987
 TO0987.The orthometric height was scaled from a topographic map.
 TO0987
 TO0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0987
 TO0987.The geoid height was determined by GEOID03.
 TO0987
 TO0987;                    North         East     Units Scale Factor Converg.
 TO0987;SPC ID W     -   718,025.006   756,968.125   MT  0.99995608   -0 25 49.7
 TO0987;UTM  11      - 5,330,610.034   549,997.956   MT  0.99963071   +0 30 01.2
 TO0987
 TO0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0987!SPC ID W     -   0.99990344  x   0.99995608  =   0.99985952
 TO0987!UTM  11      -   0.99990344  x   0.99963071  =   0.99953418
 TO0987
 TO0987|---------------------------------------------------------------------|
 TO0987| PID    Reference Object                     Distance      Geod. Az  |
 TO0987|                                                           dddmmss.s |
 TO0987| TO0986 DEADMAN                               4.753 METERS 05353     |
 TO0987| TO0978 CLARK                               APPROX. 5.6 KM 0670648.4 |
 TO0987| CH7210 DEADMAN 2 RM 1                        5.931 METERS 15643     |
 TO0987| CH7211 DEADMAN 2 RM 2                       11.960 METERS 24017     |
 TO0987|---------------------------------------------------------------------|
 TO0987
 TO0987                          SUPERSEDED SURVEY CONTROL
 TO0987
 TO0987  NAD 83(1986)-  48 07 36.42656(N)    116 19 41.13831(W) AD(       ) 2
 TO0987  NAD 27      -  48 07 36.71189(N)    116 19 37.48545(W) AD(       ) 2
 TO0987
 TO0987.Superseded values are not recommended for survey control.
 TO0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0987.See file dsdata.txt to determine how the superseded data were derived.
 TO0987
 TO0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4999830610(NAD 83)
 TO0987_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0987_SETTING: 66 = SET IN ROCK OUTCROP
 TO0987
 TO0987  HISTORY     - Date     Condition        Report By
 TO0987  HISTORY     - 1948     MONUMENTED       CGS
 TO0987
 TO0987                          STATION DESCRIPTION
 TO0987
 TO0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 TO0987'THE STATION IS ON THE EAST SIDE OF PEND OREILLE LAKE ON DEADMAN
 TO0987'PT. ABOUT 1/2 MILES EAST OF GREEN MONARCH MINE ON ROCKY POINT
 TO0987'JUST WEST OF LARGE BIGHT.  THE STATION IS SET IN OUTCROP ON
 TO0987'A ROCKY RIDGE BARE OF VEGETATION EXCEPT FOR LICHENS.  IT IS
 TO0987'19 FT. ABOVE MEAN WINTER LAKE LEVEL AND ABOUT 5 METERS FROM
 TO0987'WATERS EDGE.  THE STATION SHOULD BE VISITED BY BOAT.
 TO0987'
 TO0987'R.M. NO. 1 IS IN OUTCROP SOUTHEAST OF STATION AND 3 FT. HIGHER.
 TO0987'
 TO0987'R.M. NO. 2 IS IN OUTCROP SOUTHWEST OF STATION AND 6 FT. LOWER.
 TO0987'
 TO0987'R.M. NO. 3 IS OLD STATION DEADMAN, 1947 (NOT REMOVED) AND IS SET
 TO0987'IN OUTCROP 11 FT. LOWER THAN STATION.  THIS MARK WILL BE COVERED
 TO0987'WHEN THE PROPOSED POWER PROJECT AT ALBENI FALLS RAISES THE LAKE
 TO0987'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0662 ***********************************************************************
 QA0662  DESIGNATION -  DEADWOOD
 QA0662  PID         -  QA0662
 QA0662  STATE/COUNTY-  ID/BOISE
 QA0662  USGS QUAD   -  SCOTT CREEK (1972)
 QA0662
 QA0662                         *CURRENT SURVEY CONTROL
 QA0662  ___________________________________________________________________
 QA0662* NAD 83(1992)-  44 07 31.47655(N)    115 42 14.88131(W)     ADJUSTED  
 QA0662* NAVD 88     -      2310.1    (meters)    7579.     (feet)  VERTCON   
 QA0662  ___________________________________________________________________
 QA0662  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 QA0662  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 QA0662
 QA0662  HORZ ORDER  -  THIRD
 QA0662
 QA0662.The horizontal coordinates were established by classical geodetic methods
 QA0662.and adjusted by the National Geodetic Survey in July 1992..
 QA0662
 QA0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0662
 QA0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0662
 QA0662.The geoid height was determined by GEOID03.
 QA0662
 QA0662;                    North         East     Units Scale Factor Converg.
 QA0662;SPC ID W     -   273,126.410   803,670.759   MT  0.99993350   +0 01 55.0
 QA0662;UTM  11      - 4,886,618.376   603,676.122   MT  0.99973220   +0 54 08.3
 QA0662
 QA0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0662!SPC ID W     -   0.99964027  x   0.99993350  =   0.99957379
 QA0662!UTM  11      -   0.99964027  x   0.99973220  =   0.99937256
 QA0662
 QA0662:                Primary Azimuth Mark                     Grid Az
 QA0662:SPC ID W     -  GALLAGHER                                251 38 05.9
 QA0662:UTM  11      -  GALLAGHER                                250 45 52.6
 QA0662
 QA0662|---------------------------------------------------------------------|
 QA0662| PID    Reference Object                     Distance      Geod. Az  |
 QA0662|                                                           dddmmss.s |
 QA0662| QA0663 GALLAGHER                           APPROX. 6.9 KM 2514000.9 |
 QA0662|---------------------------------------------------------------------|
 QA0662
 QA0662                          SUPERSEDED SURVEY CONTROL
 QA0662
 QA0662  NAD 83(1986)-  44 07 31.47681(N)    115 42 14.87768(W) AD(       ) 3
 QA0662  NGVD 29 (01/23/89) 2308.8    (m)         7575.     (f) VERT ANG       
 QA0662
 QA0662.Superseded values are not recommended for survey control.
 QA0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0662.See file dsdata.txt to determine how the superseded data were derived.
 QA0662
 QA0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ0367686618(NAD 83)
 QA0662_MARKER: Z = SEE DESCRIPTION
 QA0662_SETTING: 0 = UNSPECIFIED SETTING
 QA0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0662
 QA0662  HISTORY     - Date     Condition        Report By
 QA0662  HISTORY     - 1933     MONUMENTED       USGS
 QA0662
 QA0662                          STATION DESCRIPTION
 QA0662
 QA0662'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0662'LOCATED 2.4 MI. S. OF BOG GUARD STATION, 0.5 MI. S. OF BOG
 QA0662'TRIANGULATION STATION.
 QA0662'
 QA0662'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 21 AND THE RD. TO
 QA0662'GARDEN VALLEY IN LOWMAN, GO W. ON THE RD. TO GARDEN VALLEY FOR 10.2
 QA0662'MI. TO THE INTERSECTION OF A RD. ALONG BIG PINE CREEK, TURN RIGHT FOR
 QA0662'10.2 MI. TO A T-RD., KEEP RIGHT FOLLOWING SIGNS POINTING TO DEADWOOD
 QA0662'LOOKOUT HOUSE FOR 2.5 MI.
 QA0662'
 QA0662'NOTE--ORIGINAL TABLET WAS COVERED BY CONSTRUCTION OF DEADWOOD LOH.
 QA0662'
 QA0662'STATION MARK--DRILL HOLE IN CONCRETE.  (ESTABLISHED BY AZIMUTH AND
 QA0662'DISTANCE FROM REFERENCE MARK NO. 2.  REFERENCE MARK NO. 1 CANNOT BE
 QA0662'SEEN FROM STATION.)  (LOCATED EXACTLY AT POSITION OF ORIGINAL MARK.)
 QA0662'
 QA0662'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED---DEADWOOD NO. 1
 QA0662'1933---, SET IN TOP OF A ROCK ABOUT 3 FT. N. OF CONCRETE PLATFORM,
 QA0662'17.50 FT. FROM STATION MARK IN BEARING N 44 DEG 34 MIN E.
 QA0662'
 QA0662'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED---DEADWOOD NO. 2
 QA0662'1933---, SET IN A ROCK ABOUT 6 FT. S. OF CONCRETE PLATFORM, 20.90 FT.
 QA0662'FROM STATION MARK IN BEARING S 05 DEG 08 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0746 ***********************************************************************
 QA0746  DESIGNATION -  DEADWOOD LOOKOUT HOUSE
 QA0746  PID         -  QA0746
 QA0746  STATE/COUNTY-  ID/CUSTER
 QA0746  USGS QUAD   -  EAST BASIN CREEK (1964)
 QA0746
 QA0746                         *CURRENT SURVEY CONTROL
 QA0746  ___________________________________________________________________
 QA0746* NAD 83(1992)-  44 20 52.12053(N)    114 49 55.66373(W)     ADJUSTED  
 QA0746* NAVD 88     -                                                        
 QA0746  ___________________________________________________________________
 QA0746  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 QA0746  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 QA0746
 QA0746  HORZ ORDER  -  THIRD
 QA0746
 QA0746.The horizontal coordinates were established by classical geodetic methods
 QA0746.and adjusted by the National Geodetic Survey in July 1992..
 QA0746
 QA0746
 QA0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0746
 QA0746.The geoid height was determined by GEOID03.
 QA0746
 QA0746;                    North         East     Units Scale Factor Converg.
 QA0746;SPC ID C     -   298,177.225   433,652.678   MT  1.00000148   -0 34 54.1
 QA0746;UTM  11      - 4,912,790.191   672,789.585   MT  0.99996719   +1 30 56.7
 QA0746
 QA0746                          SUPERSEDED SURVEY CONTROL
 QA0746
 QA0746  NAD 83(1986)-  44 20 52.11881(N)    114 49 55.65546(W) AD(       ) 4
 QA0746  NAD 27      -  44 20 52.43900(N)    114 49 52.36700(W) AD(       ) 3
 QA0746
 QA0746.Superseded values are not recommended for survey control.
 QA0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0746.See file dsdata.txt to determine how the superseded data were derived.
 QA0746
 QA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK7279012790(NAD 83)
 QA0746
 QA0746  HISTORY     - Date     Condition        Report By
 QA0746  HISTORY     - 1957     MONUMENTED       CGS
 QA0746
 QA0746                          STATION DESCRIPTION
 QA0746
 QA0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0746'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE NORTH NORTHWEST
 QA0746'OF CLAYTON, 10 MILES AIRLINE NORTHEAST OF STANLEY, ON THE
 QA0746'HIGHEST PART OF A MOUNTAIN.
 QA0746'
 QA0746'THE U.S. FOREST SERVICE LOOKOUT HOUSE WAS NOT VISITED BUT
 QA0746'FROM A DISTANCE APPEARED TO BE PARTLY COLAPSED.  THE CENTER
 QA0746'OF THE BUILDING WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0820 ***********************************************************************
 QA0820  DESIGNATION -  DEADWOOD LOOKOUT HOUSE
 QA0820  PID         -  QA0820
 QA0820  STATE/COUNTY-  ID/BOISE
 QA0820  USGS QUAD   -  SCOTT CREEK (1972)
 QA0820
 QA0820                         *CURRENT SURVEY CONTROL
 QA0820  ___________________________________________________________________
 QA0820* NAD 83(1992)-  44 07 31.44449(N)    115 42 14.74881(W)     ADJUSTED  
 QA0820* NAVD 88     -                                                        
 QA0820  ___________________________________________________________________
 QA0820  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 QA0820  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 QA0820
 QA0820  HORZ ORDER  -  THIRD
 QA0820
 QA0820.The horizontal coordinates were established by classical geodetic methods
 QA0820.and adjusted by the National Geodetic Survey in July 1992..
 QA0820
 QA0820
 QA0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0820
 QA0820.The geoid height was determined by GEOID03.
 QA0820
 QA0820;                    North         East     Units Scale Factor Converg.
 QA0820;SPC ID W     -   273,125.422   803,673.705   MT  0.99993350   +0 01 55.1
 QA0820;UTM  11      - 4,886,617.433   603,679.082   MT  0.99973220   +0 54 08.4
 QA0820
 QA0820                          SUPERSEDED SURVEY CONTROL
 QA0820
 QA0820  NAD 83(1986)-  44 07 31.45019(N)    115 42 14.74925(W) AD(       ) 4
 QA0820  NAD 27      -  44 07 31.82093(N)    115 42 11.35127(W) AD(       ) 3
 QA0820
 QA0820.Superseded values are not recommended for survey control.
 QA0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0820.See file dsdata.txt to determine how the superseded data were derived.
 QA0820
 QA0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ0367986617(NAD 83)
 QA0820
 QA0820  HISTORY     - Date     Condition        Report By
 QA0820  HISTORY     - 1959     MONUMENTED       CGS
 QA0820
 QA0820                          STATION DESCRIPTION
 QA0820
 QA0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0820'DEADWOOD LOOKOUT HOUSE IS A ONE STORY WOODEN BUILDING 14 FEET
 QA0820'SQUARE AND ABOUT 15 FEET HIGH TO THE PEAK OF THE ROOF SURROUNDED
 QA0820'BY A STONE WALKWAY ABOUT 4 FEET WIDE.  IT IS PAINTED WHITE
 QA0820'AND HAS A GREEN SHINGLED ROOF.  THE POINT OF INTERSECTION
 QA0820'WAS THE BASE OF THE LIGHTNING ROD AT THE PEAK OF THE ROOF.
 QA0820'
 QA0820'THE STATION IS LOCATED, AIRLINE, ABOUT 13-1/2 MILES EAST OF
 QA0820'CROUCH, 11 MILES SOUTH-SOUTHWEST OF DEADWOOD RESERVOIR DAM,
 QA0820'AND 5-1/2 MILES NORTHWEST OF LOWMAN.  IT IS OWNED AND OPERATED
 QA0820'BY THE U.S. FOREST SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1382 ***********************************************************************
 OH1382  DESIGNATION -  DEAL
 OH1382  PID         -  OH1382
 OH1382  STATE/COUNTY-  ID/CANYON
 OH1382  USGS QUAD   -  NAMPA (1971)
 OH1382
 OH1382                         *CURRENT SURVEY CONTROL
 OH1382  ___________________________________________________________________
 OH1382* NAD 83(1992)-  43 31 14.83335(N)    116 32 22.63870(W)     ADJUSTED  
 OH1382* NAVD 88     -       785.4    (meters)    2577.     (feet)  VERTCON   
 OH1382  ___________________________________________________________________
 OH1382  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 OH1382  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 OH1382
 OH1382  HORZ ORDER  -  SECOND
 OH1382
 OH1382.The horizontal coordinates were established by classical geodetic methods
 OH1382.and adjusted by the National Geodetic Survey in July 1992..
 OH1382
 OH1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1382
 OH1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1382
 OH1382.The geoid height was determined by GEOID03.
 OH1382
 OH1382;                    North         East     Units Scale Factor Converg.
 OH1382;SPC ID W     -   206,253.841   736,164.068   MT  0.99998344   -0 32 37.6
 OH1382;UTM  11      - 4,818,752.888   537,206.211   MT  0.99961703   +0 19 01.3
 OH1382
 OH1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1382!SPC ID W     -   0.99987955  x   0.99998344  =   0.99986299
 OH1382!UTM  11      -   0.99987955  x   0.99961703  =   0.99949663
 OH1382
 OH1382:                Primary Azimuth Mark                     Grid Az
 OH1382:SPC ID W     -  NAMPA IDAHO STATE SCHOOL TANK            005 10 11.5
 OH1382:UTM  11      -  NAMPA IDAHO STATE SCHOOL TANK            004 18 32.6
 OH1382
 OH1382|---------------------------------------------------------------------|
 OH1382| PID    Reference Object                     Distance      Geod. Az  |
 OH1382|                                                           dddmmss.s |
 OH1382| OH1385 NAMPA IDAHO STATE SCHOOL TANK       APPROX. 9.2 KM 0043733.9 |
 OH1382| OH1386 DEAL AZ MK                          APPROX. 0.7 KM 1263624.0 |
 OH1382| OH1388 DEAL TPT                              4.898 METERS 12636     |
 OH1382| CD4971 DEAL RM 1                             9.018 METERS 24805     |
 OH1382| OH1383 NAMPA AMALGAMATED SUGAR CO STK      APPROX. 9.9 KM 3432427.0 |
 OH1382| CD4972 DEAL RM 2                            11.156 METERS 35030     |
 OH1382|---------------------------------------------------------------------|
 OH1382
 OH1382                          SUPERSEDED SURVEY CONTROL
 OH1382
 OH1382  NAD 83(1991)-  43 31 14.83326(N)    116 32 22.63608(W) AD(       ) 2
 OH1382  NAD 83(1986)-  43 31 14.83333(N)    116 32 22.63612(W) AD(       ) 2
 OH1382  NAD 27      -  43 31 15.25009(N)    116 32 19.17598(W) AD(       ) 2
 OH1382  NGVD 29 (07/19/86)  784.5    (m)         2574.     (f) VERT ANG       
 OH1382
 OH1382.Superseded values are not recommended for survey control.
 OH1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1382.See file dsdata.txt to determine how the superseded data were derived.
 OH1382
 OH1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ3720618753(NAD 83)
 OH1382_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1382_SETTING: 80 = SET IN A BOULDER
 OH1382_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OH1382
 OH1382  HISTORY     - Date     Condition        Report By
 OH1382  HISTORY     - 1959     MONUMENTED       CGS
 OH1382  HISTORY     - 1974     SEE DESCRIPTION  MCTUER
 OH1382  HISTORY     - 1979     GOOD             NGS
 OH1382
 OH1382                          STATION DESCRIPTION
 OH1382
 OH1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1382'THE STATION IS LOCATED, AIRLINE, ABOUT 4-1/2 MILES SOUTH OF
 OH1382'NAMPA, ABOUT 6-1/2 MILES WEST-NORTHWEST OF KUNA AND ALONG
 OH1382'THE RIGHT-OF-WAY OF THE STANDARD BRANCH OF THE UNION PACIFIC
 OH1382'RAILROAD, AT THE DEAL RAILROAD SIDING.
 OH1382'
 OH1382'TO REACH FROM THE POST OFFICE IN KUNA, GO WEST, ON PAVED
 OH1382'ROAD FOR 5.6 MILES TO A PAVED CROSSROAD.  TURN RIGHT, NORTH,
 OH1382'ON PAVED ROAD AND GO 2.0 MILES TO A GRAVEL CROSSROAD AND THE
 OH1382'AZIMUTH MARK ON THE LEFT.  TURN LEFT, WEST, ON THE GRAVEL
 OH1382'ROAD AND GO 0.25 MILE TO A RAILROAD CROSSING.  CROSS OVER
 OH1382'THE RAILROAD TRACKS AND TURN RIGHT, NORTH, AND GO ALONG THE
 OH1382'RAILROAD TRACKS FOR 0.2 MILE TO THE STATION ON THE LEFT.
 OH1382'
 OH1382'THE STATION MARK, STAMPED DEAL 1959, IS A STANDARD DISK CEMENTED
 OH1382'IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 1 FOOT BELOW THE
 OH1382'GROUND SURFACE.  IT IS 7.6 FEET NORTH OF A WITNESS POST, 2.4
 OH1382'FEET EAST OF THE RAILROAD RIGHT-OF-WAY FENCE, 45.5 FEET WEST OF
 OH1382'THE WEST RAIL OF THE RAILROAD TRACK.
 OH1382'
 OH1382'REFERENCE MARK NUMBER ONE, STAMPED DEAL NO 1 1959, IS A STANDARD
 OH1382'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 OH1382'2-1/2 FEET BY 1-1/2 FEET AND PROJECTS ABOUT 4-INCHES ABOVE THE
 OH1382'GROUND.  IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.  IT IS
 OH1382'26.8 FEET WEST OF THE RAILROAD RIGHT-OF-WAY FENCE.
 OH1382'
 OH1382'REFERENCE MARK NUMBER TWO, STAMPED DEAL NO 2 1959, IS A STANDARD
 OH1382'DISK SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 OH1382'WHICH PROJECTS ABOUT 4-INCHES ABOVE THE GROUND LEVEL.  IT IS
 OH1382'2.2 FEET EAST OF THE RAILROAD RIGHT-OF-WAY FENCE AND 45.5 FEET
 OH1382'WEST OF THE WEST RAIL OF THE RAILROAD TRACK.  IT IS AT ABOUT
 OH1382'THE SAME ELEVATION AS THE STATION.
 OH1382'
 OH1382'THE AZIMUTH MARK, STAMPED DEAL 1959, IS A STANDARD DISK SET IN
 OH1382'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT WHICH PROJECTS
 OH1382'ABOUT 2-INCHES ABOVE THE GROUND LEVEL.  IT IS 43.3 FEET SOUTHWEST
 OH1382'OF THE INTERSECTION OF CENTERLINES OF A PAVED ROAD AND A GRAVEL
 OH1382'ROAD, 1.2 FEET WEST OF A POWER POLE AND 1.4 FEET NORTHEAST OF
 OH1382'A FENCE CORNER.
 OH1382
 OH1382                          STATION RECOVERY (1974)
 OH1382
 OH1382'RECOVERY NOTE BY MCCARTER AND TULLER INCORPORATED 1974 (JK)
 OH1382'DEAL 1959-RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH1382'
 OH1382'DEAL NO 1 1959-RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH1382'
 OH1382'DEAL NO 2 1959-RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH1382'
 OH1382'GRAVEL ROAD 0.2 MILE SOUTH OF STATION IS NOW PAVED.
 OH1382
 OH1382                          STATION RECOVERY (1979)
 OH1382
 OH1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1382'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 OH1382'WERE RECOVERED AND FOUND IN GOOD CONDITION. THE DIRECTIONS TO THE
 OH1382'REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 1
 OH1382'CHECKED.  A DIFFERENCE OF 0.008 METER LONGER WAS NOTED IN THE
 OH1382'DISTANCE TO REFERENCE MARK 2.  A COMPLETE DESCRIPTION FOLLOWS.
 OH1382'
 OH1382'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 11,
 OH1382'T. 2 N., R. 2 W., ABOUT 4-1/2 MILES SOUTHEAST OF NAMPA, 6-1/2
 OH1382'MILES NORTHWEST OF KUNA AND ALONG RAILROAD RIGHT-OF-WAY.
 OH1382'
 OH1382'TO REACH THE STATION FROM THE POST OFFICE IN KUNA, GO WEST ON
 OH1382'STATE HIGHWAY 69 FOR 6.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 OH1382'WEST ON SOUTHSIDE ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT AND THE
 OH1382'AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO WEST ON LEWIS
 OH1382'LANE FOR 0.25 MILE TO A RAILROAD TRACK.  CROSS THE TRACKS AND
 OH1382'THEN TURN RIGHT AND GO NORTH ALONG THE WEST SIDE OF THE TRACKS
 OH1382'FOR 0.2 MILE TO THE STATION ON THE LEFT.
 OH1382'
 OH1382'THE STATION IS A STANDARD CGS DISK
 OH1382'STAMPED---DEAL 1959---,
 OH1382'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 OH1382'LARGEST DIMENSION.  IT IS LOCATED
 OH1382'0.7 METERS EAST FROM A FENCELINE
 OH1382'2.26 METERS NORTH FROM A METAL WITNESS POST,
 OH1382'13.56 METERS WEST FROM THE WEST RAIL,
 OH1382'18.60 METERS SOUTH FROM A FENCE CORNER.
 OH1382'
 OH1382'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH1382'STAMPED---DEAL NO1 1959---,
 OH1382'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 OH1382'LARGEST DIMENSION.  IT IS LOCATED
 OH1382'8.6 METERS WEST FROM THE WEST RAIL,
 OH1382'21.98 METERS SOUTH-SOUTHWEST FROM THE FENCE CORNER AND
 OH1382'22.5 METERS WEST FROM THE METAL WITNESS POST.
 OH1382'MARK IS LEVEL WITH STATION.
 OH1382'
 OH1382'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OH1382'STAMPED---DEAL NO 2 1959---,
 OH1382'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH1382'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1382'7.47 METERS SOUTH FROM THE FENCE CORNER,
 OH1382'13.41 METERS NORTH FROM THE METAL WITNESS POST AND
 OH1382'13.78 METERS WEST FROM THE WEST RAIL.
 OH1382'MARK IS BELOW STATION 0.3 METERS.
 OH1382'
 OH1382'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 OH1382'STAMPED---DEAL 1959---,
 OH1382'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 OH1382'FLUSH WITH GROUND.  IT IS LOCATED
 OH1382'0.5 METERS NORTHEAST FROM A FENCE CORNER,
 OH1382'7.0 METERS EAST FROM THE CENTER OF A GRAVEL ROAD AND
 OH1382'7.9 METERS SOUTH FROM THE CENTERLINE OF SOUTHSIDE ROAD.
 OH1382'
 OH1382'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.98 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1386 ***********************************************************************
 OH1386  DESIGNATION -  DEAL AZ MK
 OH1386  PID         -  OH1386
 OH1386  STATE/COUNTY-  ID/CANYON
 OH1386  USGS QUAD   -  NAMPA (1971)
 OH1386
 OH1386                         *CURRENT SURVEY CONTROL
 OH1386  ___________________________________________________________________
 OH1386* NAD 83(1992)-  43 31 02.17115(N)    116 31 59.21727(W)     ADJUSTED  
 OH1386* NAVD 88     -       788.8    (meters)    2588.     (feet)  VERTCON   
 OH1386  ___________________________________________________________________
 OH1386  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 OH1386  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 OH1386
 OH1386  HORZ ORDER  -  SECOND
 OH1386
 OH1386.The horizontal coordinates were established by classical geodetic methods
 OH1386.and adjusted by the National Geodetic Survey in July 1992..
 OH1386
 OH1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1386
 OH1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1386
 OH1386.The geoid height was determined by GEOID03.
 OH1386
 OH1386;                    North         East     Units Scale Factor Converg.
 OH1386;SPC ID W     -   205,858.114   736,686.357   MT  0.99998262   -0 32 21.3
 OH1386;UTM  11      - 4,818,365.194   537,734.193   MT  0.99961751   +0 19 17.4
 OH1386
 OH1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1386!SPC ID W     -   0.99987902  x   0.99998262  =   0.99986164
 OH1386!UTM  11      -   0.99987902  x   0.99961751  =   0.99949657
 OH1386
 OH1386                          SUPERSEDED SURVEY CONTROL
 OH1386
 OH1386  NAD 83(1991)-  43 31 02.17107(N)    116 31 59.21463(W) AD(       ) 2
 OH1386  NAD 83(1986)-  43 31 02.17114(N)    116 31 59.21468(W) AD(       ) 2
 OH1386  NAD 27      -  43 31 02.58737(N)    116 31 55.75560(W) AD(       ) 2
 OH1386  NGVD 29 (07/19/86)  787.9    (m)         2585.     (f) VERT ANG       
 OH1386
 OH1386.Superseded values are not recommended for survey control.
 OH1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1386.See file dsdata.txt to determine how the superseded data were derived.
 OH1386
 OH1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ3773418365(NAD 83)
 OH1386_MARKER: DG = GRAVITY STATION DISK
 OH1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OH1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1386+STABILITY: SURFACE MOTION
 OH1386
 OH1386  HISTORY     - Date     Condition        Report By
 OH1386  HISTORY     - 1979     MONUMENTED       NGS
 OH1386
 OH1386                          STATION DESCRIPTION
 OH1386
 OH1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1386'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 11,
 OH1386'T. 2 N., R. 2 W., ABOUT 4-1/2 MILES SOUTHEAST OF NAMPA, 6-1/2
 OH1386'MILES NORTHWEST OF KUNA AND ALONG HIGHWAY RIGHT-OF-WAY.
 OH1386'
 OH1386'TO REACH THE STATION FROM THE POST OFFICE IN KUNA, GO WEST ON
 OH1386'STATE HIGHWAY 69 FOR 6.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 OH1386'WEST ON SOUTHSIDE ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT AND THE
 OH1386'AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO WEST ON LEWIS
 OH1386'LANE FOR 0.25 MILE TO A RAILROAD TRACK.  CROSS THE TRACKS AND
 OH1386'THEN TURN RIGHT AND GO NORTH ALONG THE WEST SIDE OF THE TRACKS
 OH1386'FOR 0.2 MILE TO THE STATION ON THE LEFT.
 OH1386'
 OH1386'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 OH1386'STAMPED---DEAL 1959---,
 OH1386'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 OH1386'FLUSH WITH GROUND.  IT IS LOCATED
 OH1386'0.5 METERS NORTHEAST FROM A FENCE CORNER,
 OH1386'7.0 METERS EAST FROM THE CENTER OF A GRAVEL ROAD AND
 OH1386'7.9 METERS SOUTH FROM THE CENTERLINE OF SOUTHSIDE ROAD.
 OH1386'
 OH1386'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.98 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1464 ***********************************************************************
 OH1464  DESIGNATION -  DEATH CORNER
 OH1464  PID         -  OH1464
 OH1464  STATE/COUNTY-  ID/CANYON
 OH1464  USGS QUAD   -  LAKE LOWELL (1971)
 OH1464
 OH1464                         *CURRENT SURVEY CONTROL
 OH1464  ___________________________________________________________________
 OH1464* NAD 83(1992)-  43 36 14.70272(N)    116 41 36.39044(W)     ADJUSTED  
 OH1464* NAVD 88     -       792.6    (meters)    2600.     (feet)  VERTCON   
 OH1464  ___________________________________________________________________
 OH1464  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 OH1464  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 OH1464
 OH1464  HORZ ORDER  -  THIRD
 OH1464
 OH1464.The horizontal coordinates were established by classical geodetic methods
 OH1464.and adjusted by the National Geodetic Survey in July 1992..
 OH1464
 OH1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1464
 OH1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1464
 OH1464.The geoid height was determined by GEOID03.
 OH1464
 OH1464;                    North         East     Units Scale Factor Converg.
 OH1464;SPC ID W     -   215,637.419   723,833.666   MT  1.00000467   -0 39 02.5
 OH1464;UTM  11      - 4,827,946.510   524,740.884   MT  0.99960753   +0 12 41.1
 OH1464
 OH1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1464!SPC ID W     -   0.99987846  x   1.00000467  =   0.99988313
 OH1464!UTM  11      -   0.99987846  x   0.99960753  =   0.99948604
 OH1464
 OH1464                          SUPERSEDED SURVEY CONTROL
 OH1464
 OH1464  NAD 83(1991)-  43 36 14.70232(N)    116 41 36.38812(W) AD(       ) 3
 OH1464  NGVD 29 (11/04/91)  791.7    (m)         2597.     (f) VERT ANG       
 OH1464
 OH1464.Superseded values are not recommended for survey control.
 OH1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1464.See file dsdata.txt to determine how the superseded data were derived.
 OH1464
 OH1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2474127947(NAD 83)
 OH1464_MARKER: DD = SURVEY DISK
 OH1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1464+STABILITY: SURFACE MOTION
 OH1464
 OH1464  HISTORY     - Date     Condition        Report By
 OH1464  HISTORY     - 1956     MONUMENTED       USGS
 OH1464
 OH1464                          STATION DESCRIPTION
 OH1464
 OH1464'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OH1464'LOCATED ABOUT 4.4 MI. S. OF CALDWELL, IN SW. CORNER OF INTERSECTION OF
 OH1464'STATE HIGHWAY 72 (E-J.) AND EXTENSION OF TENTH STREET DIAGONALLY
 OH1464'ACROSS INTERSECTION FROM IZAAK WALTON CLUBHOUSE.
 OH1464'
 OH1464'TO REACH FROM STATE HIGHWAY 30 AND LINDEN STREET IN CALDWELL, DRIVE W.
 OH1464'ON LINDEN STREET TO TENTH STREET, TAKE LEFT RD. (S.) 2.9 MI. TO
 OH1464'STATION 140 FT. W. OF CORNER.
 OH1464'
 OH1464'STATION MARK--STANDARD TABLET STAMPED---DEATH CORNER 1956---, IN TOP
 OH1464'OF CONCRETE POST.
 OH1464'
 OH1464'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---1---,
 OH1464'63.62 FT. FROM STATION MARK 18 DEGREES 29 MINUTES NE.
 OH1464'
 OH1464'REFERENCE MARK NO. 2--IDAHO RIGHT-OF-WAY BRONZE DISK IN CONCRETE POST
 OH1464'STAMPED---46.76---, 109.48 FT. FROM STATION MARK
 OH1464'78 DEGREES 54 MINUTES NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1714 ***********************************************************************
 NU1714  DESIGNATION -  DECLO
 NU1714  PID         -  NU1714
 NU1714  STATE/COUNTY-  ID/CASSIA
 NU1714  USGS QUAD   -  ALBION (1968)
 NU1714
 NU1714                         *CURRENT SURVEY CONTROL
 NU1714  ___________________________________________________________________
 NU1714* NAD 83(1992)-  42 29 03.20476(N)    113 33 54.75938(W)     ADJUSTED  
 NU1714* NAVD 88     -      1777.0    (meters)    5830.     (feet)  VERTCON   
 NU1714  ___________________________________________________________________
 NU1714  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 NU1714  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1714
 NU1714  HORZ ORDER  -  SECOND
 NU1714
 NU1714.The horizontal coordinates were established by classical geodetic methods
 NU1714.and adjusted by the National Geodetic Survey in July 1992..
 NU1714
 NU1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1714
 NU1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1714
 NU1714.The geoid height was determined by GEOID03.
 NU1714
 NU1714;                    North         East     Units Scale Factor Converg.
 NU1714;SPC ID C     -    90,896.751   535,746.364   MT  0.99996308   +0 17 37.2
 NU1714;UTM  12      - 4,706,729.988   289,167.262   MT  1.00014693   -1 43 59.3
 NU1714
 NU1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1714!SPC ID C     -   0.99972365  x   0.99996308  =   0.99968674
 NU1714!UTM  12      -   0.99972365  x   1.00014693  =   0.99987054
 NU1714
 NU1714|---------------------------------------------------------------------|
 NU1714| PID    Reference Object                     Distance      Geod. Az  |
 NU1714|                                                           dddmmss.s |
 NU1714| CM5439 DECLO RM 1                           10.639 METERS 05919     |
 NU1714| CM5440 DECLO RM 2                           13.943 METERS 13955     |
 NU1714| NU1730 CREAM                               APPROX.29.0 KM 2703207.2 |
 NU1714| NU1737 DECLO AZ MK                         APPROX. 3.5 KM 3394907.7 |
 NU1714|---------------------------------------------------------------------|
 NU1714
 NU1714                          SUPERSEDED SURVEY CONTROL
 NU1714
 NU1714  NAD 83(1986)-  42 29 03.20352(N)    113 33 54.75556(W) AD(       ) 2
 NU1714  NAD 27      -  42 29 03.52900(N)    113 33 51.73800(W) AD(       ) 2
 NU1714  NGVD 29 (07/19/86) 1776.0    (m)         5827.     (f) VERT ANG       
 NU1714
 NU1714.Superseded values are not recommended for survey control.
 NU1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1714.See file dsdata.txt to determine how the superseded data were derived.
 NU1714
 NU1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN8916706730(NAD 83)
 NU1714_MARKER: DS = TRIANGULATION STATION DISK
 NU1714_SETTING: 80 = SET IN A BOULDER
 NU1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1714+STABILITY: SURFACE MOTION
 NU1714
 NU1714  HISTORY     - Date     Condition        Report By
 NU1714  HISTORY     - 1950     MONUMENTED       CGS
 NU1714  HISTORY     - 1959     GOOD             CGS
 NU1714  HISTORY     - 1968     GOOD             USGS
 NU1714  HISTORY     - 1970     GOOD             USGS
 NU1714
 NU1714                          STATION DESCRIPTION
 NU1714
 NU1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1714'STATION IS ON THE HIGHEST POINT IN THE VICINITY, A HIGH,
 NU1714'PROMINENT RIDGE LIKE MOUNTAIN WITH A PROMINENT ROCKY OUTCROP NEAR
 NU1714'THE NORTHERN END WHICH IS THE HIGHEST POINT ON THE MOUNTAIN.
 NU1714'IT IS, AIRLINE, ABOUT 12 MILES EAST SOUTHEAST OF BURLEY, 11 MILES
 NU1714'SOUTHEAST OF RUPERT AND 4 MILES SOUTHEAST OF DECLO.
 NU1714'
 NU1714'STATION MARK, STAMPED DECLO 1950, IS A STANDARD DISK CEMENTED
 NU1714'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 NU1714'GROUND.
 NU1714'
 NU1714'REFERENCE MARK NUMBER 1, STAMPED DECLO NO 1 1950, IS A STANDARD
 NU1714'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 NU1714'FLUSH WITH THE GROUND AND 7 FEET LOWER IN ELEVATION THAN THE
 NU1714'STATION MARK.
 NU1714'
 NU1714'REFERENCE MARK NUMBER 2, STAMPED DECLO NO 2 1950, IS A STANDARD
 NU1714'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 NU1714'2 FEET ABOVE THE GROUND AND IS 2 FEET HIGHER IN ELEVATION
 NU1714'THAN THE STATION MARK.
 NU1714'
 NU1714'AZIMUTH MARK, STAMPED DECLO 1950, IS A STANDARD DISK SET IN
 NU1714'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES
 NU1714'ABOVE THE GROUND.  IT IS 30 FEET SOUTH OF THE CENTERLINE OF
 NU1714'A GRAVELED ROAD, 48 FEET EAST OF A FENCE CORNER, 2 FEET NORTH
 NU1714'OF A FENCE LINE AND 3-1/2 FEET WEST OF A WITNESS POST.  TO
 NU1714'REACH THE AZIMUTH MARK FROM DECLO, GO EAST FROM THE STOP LIGHT
 NU1714'AND RED AND WHITE STORE ON A PAVED ROAD FOR 1.8 MILES TO WHERE
 NU1714'PAVED ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD ON GRAVELED
 NU1714'ROAD FOR 0.4 MILE.  TURN RIGHT AND GO 0.25 MILE TO WHERE THE
 NU1714'ROAD TURNS LEFT AND THE AZIMUTH MARK ON THE RIGHT SIDE OF
 NU1714'THE ROAD.
 NU1714'
 NU1714'THE STATION IS REACHED AS FOLLOWS--FROM U.S. HIGHWAY 30S AT
 NU1714'DECLO, GO SOUTH ON THE PAVED ROAD FOR 2.0 MILES.  TURN LEFT,
 NU1714'EAST, ON GRAVELED ROAD, AND GO 1.0 MILE.  CONTINUE EAST ON
 NU1714'DIM ROAD FOR 1.0 MILE.  PASS THROUGH WIRE GATE THEN SHARP
 NU1714'LEFT THROUGH ANOTHER WIRE GATE.  FROM HERE GO EASTERLY, CROSS
 NU1714'COUNTRY, UP THE RIDGE FOR 1.4 MILES TO THE HIGHEST POINT AND
 NU1714'THE STATION.
 NU1714'
 NU1714'NOTE--THE LAST 1.4 MILES IS ROUGH AND VERY STEEP.  A 4 WHEEL
 NU1714'DRIVE TRUCK IS NEEDED TO DRIVE THE STATION.
 NU1714
 NU1714                          STATION RECOVERY (1959)
 NU1714
 NU1714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1714'THE STATION AND ALL MARKS WERE RECOVERED AND IN GOOD CONDITION.
 NU1714'THE ORIGINAL ROUTE IS OBSOLETE.  THE DIRECTION TO THE AZIMUTH
 NU1714'MARK WAS CHECKED.  SLIGHT DIFFERENCES IN THE DIRECTIONS AND
 NU1714'DISTANCES (COMPUTED FROM SLOPE MEASUREMENTS) TO THE REFERENCE
 NU1714'MARKS WERE FOUND.
 NU1714'
 NU1714'THE COMPLETE DESCRIPTION FOLLOWS--
 NU1714'
 NU1714'THE STATION IS ABOUT 12 MILES EAST-SOUTHEAST OF BURLEY, 11
 NU1714'MILES SOUTHEAST OF RUPERT AND 4 MILES SOUTHEAST OF DECLO,
 NU1714'ON THE SUMMIT OF A BLACK ROCKY-TOPPED PROMINENT RIDGE-LIKE
 NU1714'MOUNTAIN SPARSELY COVERED WITH JUNIPERS.  THIS BEING THE HIGHEST
 NU1714'POINT IN THE IMMEDIATE VICINITY AND NEAR THE NORTHERN END OF
 NU1714'THE RIDGE.
 NU1714'
 NU1714'TO REACH THE STATION FROM THE POST OFFICE IN DECLO (0.1 MILE
 NU1714'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 30S AND STATE HIGHWAY
 NU1714'77), GO SOUTH AND EAST ON STATE HIGHWAY 77 FOR 5.45 MILES
 NU1714'TO A LOCKED GATE ON THE LEFT.  TURN LEFT, NORTHERLY THROUGH
 NU1714'GATE THEN TAKE THE LEFT FORK ON MAIN TRAVELED DIRT ROAD FOR
 NU1714'0.15 MILE TO A FORK.  TAKE RIGHT FORK, NORTH AND NORTHEAST,
 NU1714'FOR 0.5 MILE TO A FORK AT THE BOTTOM OF A DRAW.  TAKE RIGHT
 NU1714'FORK, EAST AND NORTHEAST, FOR 0.35 MILE TO A FORK IN A DRY
 NU1714'WASH.  TAKE LEFT FORK, NORTHEAST, FOR 1.2 MILES TO A WIRE
 NU1714'GATE.  GO THROUGH GATE, EASTERLY, FOR 0.15 MILE TO A DIM FORK.
 NU1714'TAKE LEFT FORK ON TRACK ROAD, NORTHEAST AND NORTH, FOR 1.3
 NU1714'MILES TO A WIRE GATE.  (THE STATION IS ON THE BLACK
 NU1714'ROCKY-TOPPED HILL ABOUT 0.2 MILE NORTHWEST OF THE GATE).
 NU1714'GO THROUGH GATE AND CONTINUE NORTH AND NORTHWEST FOR 0.2
 NU1714'MILE TO A DIM FORK.  TAKE LEFT FORK, NORTHWEST, UPGRADE, THEN
 NU1714'WEST AND SOUTHWEST FOR 0.35 MILE TO THE SUMMIT AND STATION.  A
 NU1714'CONVENTIONAL DRIVE VEHICLE IN DRY WEATHER.
 NU1714'
 NU1714'NOTE--THE KEY TO THE LOCKED GATE WAS OBTAINED FROM A MR. COBLEY,
 NU1714'WHO LIVES 2.0 MILES SOUTH OF THE POST OFFICE IN DECLO, ON THE
 NU1714'WEST SIDE OF STATE HIGHWAY 77.
 NU1714'
 NU1714'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN DECLO, GO EAST
 NU1714'ON THE BLACK-TOP ROAD FOR 2.35 MILES TO WHERE THE ROAD TURNS
 NU1714'SOUTH.  GO SOUTH FOR 0.25 MILE TO WHERE THE ROAD CURVES EAST,
 NU1714'AND THE MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 NU1714'
 NU1714'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL
 NU1714'HOLES IN ROCK OUTCROP.  STAMPED DECLO 1950 NO 1 AND NO 2
 NU1714'RESPECTIVELY.
 NU1714'
 NU1714'REFERENCE MARK 1 IS IN BEDROCK FLUSH WITH THE GROUND AND ABOUT
 NU1714'7 FEET LOWER THAN THE STATION.
 NU1714'
 NU1714'REFERENCE MARK 2 IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 NU1714'
 NU1714'THE AZIMUTH MARK, STAMPED DECLO 1950, IS A STANDARD DISK SET IN
 NU1714'A SQUARE CONCRETE POST PROJECTING ABOUT 5 INCHES.  IT IS 53 FEET
 NU1714'SOUTH OF THE CENTER OF THE BLACK-TOP ROAD, 6-1/2 FEET EAST OF
 NU1714'THE EAST END OF A WIRE GATE, 1-1/2 FEET NORTH OF THE FENCE AND
 NU1714'3-1/2 FEET WEST OF A WOODEN WITNESS POST.
 NU1714
 NU1714                          STATION RECOVERY (1968)
 NU1714
 NU1714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1714'NEW TO REACH AS FOLLOWS--TO REACH FROM THE POST OFFICE IN DECLO GO
 NU1714'E. 1/2 BLOCK TO HIGHWAY 77, GO S. ON HIGHWAY 77 TOWARD ALBION 5.5 MI.
 NU1714'TO A DIRT FARM RD. ON THE LEFT (THIS POINT IS ABOUT 0.4 MI. N. OF THE
 NU1714'SUMMIT), TURN LEFT AND PASS THROUGH A GATE, GO ABOUT 100 FT. TO A
 NU1714'Y-RD. FORK, KEEP LEFT FOR 0.1 MI. TO A Y-RD FORK, KEEP RIGHT FOR
 NU1714'0.5 MI. TO A T-RD. LEFT, GO STRAIGHT AHEAD 0.4 MI. TO A Y-RD. FORK IN
 NU1714'A DRAIN, KEEP LEFT 1.2 MI. TO A T-FENCE CORNER AND TWO GATES, PASS
 NU1714'THROUGH THE LEFT GATE AND GO 0.4 MI. TO A SHARP TURN LEFT AROUND A
 NU1714'SPRING, CONTINUE 0.9 MI. UP RIDGE TO A DIM T-RD FORK, TURN LEFT FOR
 NU1714'0.4 MI. TO A Y-RD. FORK, KEEP LEFT FOR 0.3 MI. TO HIGHEST POINT OF
 NU1714'TOP AND STATION.
 NU1714'
 NU1714'STATION MARK--A STANDARD DISK STAMPED---DECLO 1950---, CEMENTED IN
 NU1714'A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
 NU1714
 NU1714                          STATION RECOVERY (1970)
 NU1714
 NU1714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NU1714'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 NU1714'
 NU1714'NEW TO REACH FOLLOWS--
 NU1714'
 NU1714'TO REACH FROM THE POST OFFICE IN DECLO GO E. 1/2 BLOCK TO
 NU1714'HIGHWAY 77.  GO S. ON HIGHWAY 77 TOWARD ALBION 5.5 MI TO A
 NU1714'DIRT FARM RD. ON THE LEFT (THIS POINT IS ABOUT 0.4 MI N. OF THE
 NU1714'SUMMIT).  TURN LEFT AND PASS THROUGH A GATE, GO ABOUT 100
 NU1714'FT TO A Y-RD. FK.  KEEP LEFT FOR 0.1 MI TO A Y-RD. FK.  KEEP
 NU1714'RIGHT FOR 0.5 MI TO A T-RD. LEFT.  GO STRAIGHT AHEAD 0.4 MI TO
 NU1714'A Y-RD. FK. IN A DRAIN.  KEEP LEFT 1.2 MI TO A T-FENCE CORNER
 NU1714'AND TWO GATES.  PASS THROUGH THE LEFT GATE AND GO 0.4 MI TO A
 NU1714'SHARP TURN LEFT AROUND A SPRING.  CONTINUE 0.9 MI UP RIDGE TO
 NU1714'A DIM T-RD. FK.  TURN LEFT FOR 0.4 MI TO A Y-RD. FK.  KEEP
 NU1714'LEFT FOR 0.3 MI TO HIGHEST POINT OF TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1737 ***********************************************************************
 NU1737  DESIGNATION -  DECLO AZ MK
 NU1737  PID         -  NU1737
 NU1737  STATE/COUNTY-  ID/CASSIA
 NU1737  USGS QUAD   -  RUPERT SE (1978)
 NU1737
 NU1737                         *CURRENT SURVEY CONTROL
 NU1737  ___________________________________________________________________
 NU1737* NAD 83(1992)-  42 30 50.60044(N)    113 34 48.11771(W)     ADJUSTED  
 NU1737* NAVD 88     -      1307.     (meters)    4288.     (feet)  SCALED    
 NU1737  ___________________________________________________________________
 NU1737  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 NU1737  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU1737
 NU1737  HORZ ORDER  -  THIRD
 NU1737
 NU1737.The horizontal coordinates were established by classical geodetic methods
 NU1737.and adjusted by the National Geodetic Survey in July 1992..
 NU1737
 NU1737.The orthometric height was scaled from a topographic map.
 NU1737
 NU1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1737
 NU1737.The geoid height was determined by GEOID03.
 NU1737
 NU1737;                    North         East     Units Scale Factor Converg.
 NU1737;SPC ID C     -    94,204.288   534,511.375   MT  0.99996202   +0 17 01.7
 NU1737;UTM  12      - 4,710,079.772   288,049.849   MT  1.00015274   -1 44 39.0
 NU1737
 NU1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1737!SPC ID C     -   0.99979733  x   0.99996202  =   0.99975935
 NU1737!UTM  12      -   0.99979733  x   1.00015274  =   0.99995004
 NU1737
 NU1737                          SUPERSEDED SURVEY CONTROL
 NU1737
 NU1737  NAD 83(1986)-  42 30 50.59928(N)    113 34 48.11360(W) AD(       ) 3
 NU1737  NAD 27      -  42 30 50.92300(N)    113 34 45.09300(W) AD(       ) 3
 NU1737
 NU1737.Superseded values are not recommended for survey control.
 NU1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1737.See file dsdata.txt to determine how the superseded data were derived.
 NU1737
 NU1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN8805010080(NAD 83)
 NU1737_MARKER: DZ = AZIMUTH MARK DISK
 NU1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1737_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1737+STABILITY: SURFACE MOTION
 NU1737
 NU1737  HISTORY     - Date     Condition        Report By
 NU1737  HISTORY     - 1959     MONUMENTED       CGS
 NU1737
 NU1737                          STATION DESCRIPTION
 NU1737
 NU1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1737'THE STATION IS ABOUT 2-1/2 MILES EAST-SOUTHEAST OF DECLO, ON
 NU1737'THE SOUTH SIDE OF A BLACK-TOP ROAD AT A POINT WHERE THE ROAD
 NU1737'CURVES FROM A SOUTH TO AN EAST DIRECTION.
 NU1737'
 NU1737'TO REACH FROM THE POST OFFICE IN DECLO, (0.1 MILE SOUTH OF THE
 NU1737'JUNCTION OF U.S. HIGHWAY 30S AND STATE HIGHWAY 77) GO EAST
 NU1737'ON THE BLACK-TOP ROAD FOR 2.35 MILES TO WHERE THE ROAD TURNS
 NU1737'SOUTH.  GO SOUTH FOR 025 MILE TO WHERE THE ROAD CURVES EAST,
 NU1737'AND THE MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 NU1737'
 NU1737'THE MARK, STAMPED DECLO 1950, IS A STANDARD DISK SET IN A
 NU1737'SQUARE CONCRETE POST PROJECTING ABOUT 5 INCHES.  IT IS 53 FEET
 NU1737'SOUTH OF THE CENTER OF THE BLACK-TOP ROAD, 6-1/2 FEET EAST
 NU1737'OF THE EAST END OF A WIRE GATE, 1-1/2 FEET NORTH OF THE FENCE
 NU1737'LINE AND 3-1/2 FEET WEST OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1101 ***********************************************************************
 NV1101  DESIGNATION -  DEEP
 NV1101  PID         -  NV1101
 NV1101  STATE/COUNTY-  ID/TWIN FALLS
 NV1101  USGS QUAD   -  THOUSAND SPRINGS (1992)
 NV1101
 NV1101                         *CURRENT SURVEY CONTROL
 NV1101  ___________________________________________________________________
 NV1101* NAD 83(1992)-  42 38 34.37137(N)    114 50 19.76167(W)     ADJUSTED  
 NV1101* NAVD 88     -      1042.0    (meters)    3419.     (feet)  VERTCON   
 NV1101  ___________________________________________________________________
 NV1101  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 NV1101  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 NV1101
 NV1101  HORZ ORDER  -  FIRST
 NV1101
 NV1101.The horizontal coordinates were established by classical geodetic methods
 NV1101.and adjusted by the National Geodetic Survey in July 1992..
 NV1101
 NV1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1101
 NV1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1101
 NV1101.The geoid height was determined by GEOID03.
 NV1101
 NV1101;                    North         East     Units Scale Factor Converg.
 NV1101;SPC ID C     -   108,769.685   431,210.217   MT  1.00000557   -0 34 05.7
 NV1101;UTM  11      - 4,723,422.741   677,174.258   MT  0.99998621   +1 27 51.9
 NV1101
 NV1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1101!SPC ID C     -   0.99983910  x   1.00000557  =   0.99984467
 NV1101!UTM  11      -   0.99983910  x   0.99998621  =   0.99982531
 NV1101
 NV1101:                Primary Azimuth Mark                     Grid Az
 NV1101:SPC ID C     -  WENDELL MUNICIPAL TANK                   035 20 22.4
 NV1101:UTM  11      -  WENDELL MUNICIPAL TANK                   033 18 24.8
 NV1101
 NV1101|---------------------------------------------------------------------|
 NV1101| PID    Reference Object                     Distance      Geod. Az  |
 NV1101|                                                           dddmmss.s |
 NV1101| NV1071 WENDELL MUNICIPAL TANK              APPROX.18.4 KM 0344616.7 |
 NV1101| NV1079 JEROME MUNICIPAL TANK               APPROX.28.4 KM 0714521.6 |
 NV1101| NV1104 BUHL SEGO MILK CO CHIMNEY           APPROX. 8.8 KM 1253436.3 |
 NV1101| CD4974 DEEP RM 1                            13.740 METERS 13838     |
 NV1101| CD4973 DEEP AZ MK                                         2213440.8 |
 NV1101| CD4975 DEEP RM 2                            11.993 METERS 24649     |
 NV1101|---------------------------------------------------------------------|
 NV1101
 NV1101                          SUPERSEDED SURVEY CONTROL
 NV1101
 NV1101  NAD 83(1986)-  42 38 34.36929(N)    114 50 19.75961(W) AD(       ) 1
 NV1101  NAD 27      -  42 38 34.71800(N)    114 50 16.57600(W) AD(       ) 1
 NV1101  NGVD 29 (07/19/86) 1041.1    (m)         3416.     (f) VERT ANG       
 NV1101
 NV1101.Superseded values are not recommended for survey control.
 NV1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1101.See file dsdata.txt to determine how the superseded data were derived.
 NV1101
 NV1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH7717423423(NAD 83)
 NV1101_MARKER: Z = SEE DESCRIPTION
 NV1101_SETTING: 0 = UNSPECIFIED SETTING
 NV1101
 NV1101  HISTORY     - Date     Condition        Report By
 NV1101  HISTORY     - 1946     MONUMENTED       CGS
 NV1101  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NV1101
 NV1101                          STATION DESCRIPTION
 NV1101
 NV1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1101'STATION IS LOCATED ABOUT 5 MILES (AIR LINE) NW OF BUHL, 1/2
 NV1101'MILE E OF U.S. HIGHWAY 30, AND ABOUT 175 YARDS W OF THE CANYON
 NV1101'OF DEEP CREEK, ON A SLIGHT SAGEBRUSH-COVERED RISE.
 NV1101'
 NV1101'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL HOLE IN
 NV1101'A BOULDER APPROXIMATELY 1-1/2 FEET IN DIAMETER AND PROJECTS
 NV1101'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 227 FEET W OF A N-S
 NV1101'FENCE LINE AND IS STAMPED DEEP 1946.
 NV1101'
 NV1101'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET ON THE TOP OF
 NV1101'A CONCRETE POST WHICH PROJECTS 14 INCHES AND IS ON THE W SIDE
 NV1101'OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 30.  IT IS 3 FEET NW
 NV1101'OF POWER POLE 157 AND JUST S OF A CONOCO SERVICE STATION.
 NV1101'DISK IS STAMPED W 299 1945.
 NV1101'
 NV1101'REFERENCE MARK 1 IS A BRONZE BENCH MARK DISK CEMENTED IN A
 NV1101'DRILL HOLE IN THE TOP OF A BOULDER WHICH IS ABOUT 2 FEET IN
 NV1101'DIAMETER AND PROJECTS APPROXIMATELY 6 INCHES.  IT IS AT ABOUT
 NV1101'THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED DEEP
 NV1101'NO 1 1946.
 NV1101'
 NV1101'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 NV1101'DRILL HOLE IN THE TOP OF A BOULDER WHICH IS APPROXIMATELY
 NV1101'2 FEET IN DIAMETER AND PROJECTS ABOUT 2 INCHES.  IT IS AT ABOUT
 NV1101'THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED DEEP
 NV1101'NO 2 1946.
 NV1101'
 NV1101'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 NV1101'U.S. HIGHWAY 30 IN BUHL, GO W ON U.S. HIGHWAY 30 FOR 6.7 MILES
 NV1101'TO A CONOCO SERVICE STATION ON THE LEFT (AZIMUTH MARK IS JUST
 NV1101'S OF THE SERVICE STATION).  CONTINUE STRAIGHT AHEAD FOR 0.3
 NV1101'MILE TO CROSS ROADS, TURN RIGHT (E) THROUGH A WIRE GATE AND
 NV1101'FOLLOW A TRACK ROAD 0.5 MILE TO THE E EDGE OF A CULTIVATED
 NV1101'FIELD, BEAR RIGHT OFF THE ROAD INTO SAGEBRUSH AND GO 0.4 MILE
 NV1101'TO THE HIGHEST POINT AND THE STATION NEAR CANYON.
 NV1101'
 NV1101'NOTE--CAUTION SHOULD BE USED IN TRAVERSING THE LAST MILEAGE.
 NV1101'THERE ARE NUMEROUS BOULDERS HIDDEN AMONG THE SAGEBRUSH.
 NV1101
 NV1101                          STATION RECOVERY (1962)
 NV1101
 NV1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 NV1101'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 NV1101'AND BENCH MARK W 299 1945, USED FOR THE AZIMUTH MARK, WERE
 NV1101'RECOVERED AND FOUND IN GOOD CONDITION.  ROADS HAVE CHANGED AND
 NV1101'THE SERVICE STATION HAS BEEN REMOVED.  A STEEL WITNESS POST
 NV1101'WAS PLACED 8 FEET SOUTHWEST OF THE STATION MARK AND A STEEL
 NV1101'WITNESS POST WAS PLACED 0.5 FOOT SOUTH OF THE BENCH MARK USED
 NV1101'FOR THE AZIMUTH MARK.  A NEW TO REACH FOLLOWS.
 NV1101'
 NV1101'TO REACH THE STATION FROM THE POST OFFICE IN BUHL GO SOUTHWEST
 NV1101'ON MAIN STREET FOR 1 BLOCK TO U.S. HIGHWAY 30, TURN RIGHT
 NV1101'AND GO NORTHWEST ON U.S. HIGHWAY 30 FOR 6.6 MILES TO BENCH MARK
 NV1101'W 299 1945 ON THE LEFT, USED FOR THE AZIMUTH MARK.  CONTINUE
 NV1101'NORTH ON U.S. HIGHWAY 30 FOR 0.3 MILE TO A CROSSROAD, TURN
 NV1101'RIGHT AND GO EAST, NORTHEAST AND NORTH ON THE FIELD ROAD FOR
 NV1101'0.65 MILE, THEN LEAVE THE TRACK ROAD BY TURNING RIGHT AND PICK
 NV1101'YOUR WAY EASTERLY THROUGH THE SAGEBRUSH AND ROCKS FOR 0.3
 NV1101'MILE TO THE FIRST SUMMIT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1812 ***********************************************************************
 RZ1812  DESIGNATION -  DEEP
 RZ1812  PID         -  RZ1812
 RZ1812  STATE/COUNTY-  ID/LEWIS
 RZ1812  USGS QUAD   -  WESTLAKE (1979)
 RZ1812
 RZ1812                         *CURRENT SURVEY CONTROL
 RZ1812  ___________________________________________________________________
 RZ1812* NAD 83(1992)-  46 00 53.75506(N)    116 32 40.38169(W)     ADJUSTED  
 RZ1812* NAVD 88     -      1319.6    (meters)    4329.     (feet)  VERTCON   
 RZ1812  ___________________________________________________________________
 RZ1812  LAPLACE CORR-           9.74  (seconds)                    DEFLEC99
 RZ1812  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 RZ1812
 RZ1812  HORZ ORDER  -  SECOND
 RZ1812
 RZ1812.The horizontal coordinates were established by classical geodetic methods
 RZ1812.and adjusted by the National Geodetic Survey in July 1992..
 RZ1812
 RZ1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1812
 RZ1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1812
 RZ1812.The geoid height was determined by GEOID03.
 RZ1812
 RZ1812;                    North         East     Units Scale Factor Converg.
 RZ1812;SPC ID W     -   483,406.868   738,472.227   MT  0.99997986   -0 34 18.2
 RZ1812;UTM  11      - 5,095,807.365   535,257.011   MT  0.99961528   +0 19 39.8
 RZ1812
 RZ1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1812!SPC ID W     -   0.99979577  x   0.99997986  =   0.99977564
 RZ1812!UTM  11      -   0.99979577  x   0.99961528  =   0.99941113
 RZ1812
 RZ1812:                Primary Azimuth Mark                     Grid Az
 RZ1812:SPC ID W     -  DEEP AZ MK                               003 05 29.1
 RZ1812:UTM  11      -  DEEP AZ MK                               002 11 31.1
 RZ1812
 RZ1812|---------------------------------------------------------------------|
 RZ1812| PID    Reference Object                     Distance      Geod. Az  |
 RZ1812|                                                           dddmmss.s |
 RZ1812| CH7212 DEEP AZ MK                                         0023110.9 |
 RZ1812| CH7213 DEEP RM 1                             4.766 METERS 20753     |
 RZ1812| CH7214 DEEP RM 2                             4.504 METERS 31716     |
 RZ1812|---------------------------------------------------------------------|
 RZ1812
 RZ1812                          SUPERSEDED SURVEY CONTROL
 RZ1812
 RZ1812  NAD 83(1986)-  46 00 53.75662(N)    116 32 40.37981(W) AD(       ) 2
 RZ1812  NAD 27      -  46 00 54.20399(N)    116 32 36.85067(W) AD(       ) 2
 RZ1812  NGVD 29 (07/19/86) 1318.5    (m)         4326.     (f) VERT ANG       
 RZ1812
 RZ1812.Superseded values are not recommended for survey control.
 RZ1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1812.See file dsdata.txt to determine how the superseded data were derived.
 RZ1812
 RZ1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL3525795807(NAD 83)
 RZ1812_MARKER: Z = SEE DESCRIPTION
 RZ1812_SETTING: 0 = UNSPECIFIED SETTING
 RZ1812
 RZ1812  HISTORY     - Date     Condition        Report By
 RZ1812  HISTORY     - 1945     MONUMENTED       CGS
 RZ1812
 RZ1812                          STATION DESCRIPTION
 RZ1812
 RZ1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RZ1812'STATION IS LOCATED ON A SMALL MOUND ON THE CREST OF A LONG BARREN
 RZ1812'RIDGE THAT SLOPES S TOWARDS SNAKE RIVER CANYON.  IT IS ABOUT
 RZ1812'8 MILES W OF COTTONWOOD AND 1 MILE N OF DEEP CREEK, ON PROPERTY
 RZ1812'OWNED BY THE ENNEKING BROTHERS.
 RZ1812'
 RZ1812'STATION MARK IS A BRONZE STATION DISK BRAZED TO THE TOP OF
 RZ1812'A 3-INCH CAST-IRON SOIL PIPE THAT PROJECTS 6 INCHES.  IT IS
 RZ1812'STAMPED DEEP 1945.
 RZ1812'
 RZ1812'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP
 RZ1812'OF A 3-INCH CAST-IRON SOIL PIPE THAT PROJECTS 6 INCHES.  IT
 RZ1812'IS STAMPED DEEP NO 1 1945.
 RZ1812'
 RZ1812'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP
 RZ1812'OF A 3-INCH CAST-IRON SOIL PIPE THAT PROJECTS 6 INCHES.  IT
 RZ1812'IS STAMPED DEEP NO 2 1945.
 RZ1812'
 RZ1812'AZIMUTH MARK IS 0.35 MILE N OF THE STATION AND IS PASSED ON
 RZ1812'WAY TO STATION.  IT IS 0.1 MILE S OF A WIRE GATE, 10 FEET N
 RZ1812'OF CENTER LINE OF ROAD, 2 FEET S OF A WIRE FENCE, AND 4 FEET
 RZ1812'W OF A 4- BY 4-INCH WHITE WITNESS POST.  IT IS A BRONZE AZIMUTH
 RZ1812'DISK SET IN CONCRETE.  IT IS STAMPED DEEP 1945.
 RZ1812'
 RZ1812'TO REACH STATION FROM THE POST OFFICE IN KEUTERVILLE, GO W
 RZ1812'FOR 0.2 MILE TO T-ROAD RIGHT, KEEP STRAIGHT AHEAD ON THE MAIN
 RZ1812'TRAVELED ROAD FOR 1.1 MILES TO A FORKS, TAKE LEFT FORK FOR
 RZ1812'1.45 MILES TO A T-INTERSECTION, TURN RIGHT AND GO 1.1 MILES TO
 RZ1812'A T-ROAD LEFT, TURN LEFT AND GO 1.45 MILES TO FORKS (RIGHT FORK
 RZ1812'CROSSES CATTLE GUARD), TAKE LEFT FORK AND GO 0.4 MILE TO ANOTHER
 RZ1812'FORKS, TAKE RIGHT FORK AND GO 0.3 MILE TO WHERE A GATE ENTERS
 RZ1812'A BARN LOT.  PASS THROUGH BARN LOT TO A GATE AT THE W SIDE,
 RZ1812'PASS THROUGH GATE AND KEEP FIELD ROAD THAT BEARS TO THE W,
 RZ1812'CONTINUE ON THIS ROAD FOR 0.5 MILE TO A POLE GATE ON TOP OF
 RZ1812'RIDGE, PASS THROUGH GATE AND BEAR LEFT ON DIM TRACK ROAD
 RZ1812'FOR 0.25 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 RZ1812'CONTINUE 0.1 MILE TO WHERE ROAD BEARS RIGHT ALONG S SIDE OF
 RZ1812'A FIELD,* TURN LEFT (S) AND PICK WAY DOWN RIDGE FOR 0.35
 RZ1812'MILE TO THE STATION AS DESCRIBED.
 RZ1812'
 RZ1812'*THE AZIMUTH MARK IS ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1598 ***********************************************************************
 NU1598  DESIGNATION -  DEEP CREEK
 NU1598  PID         -  NU1598
 NU1598  STATE/COUNTY-  ID/POWER
 NU1598  USGS QUAD   -  DEEP CREEK PEAK (1973)
 NU1598
 NU1598                         *CURRENT SURVEY CONTROL
 NU1598  ___________________________________________________________________
 NU1598* NAD 83(1992)-  42 28 28.00188(N)    112 39 10.66242(W)     ADJUSTED  
 NU1598* NAVD 88     -      2651.2    (meters)    8698.     (feet)  VERTCON   
 NU1598  ___________________________________________________________________
 NU1598  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 NU1598  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 NU1598
 NU1598  HORZ ORDER  -  THIRD
 NU1598
 NU1598.The horizontal coordinates were established by classical geodetic methods
 NU1598.and adjusted by the National Geodetic Survey in July 1992..
 NU1598
 NU1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1598
 NU1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1598
 NU1598.The geoid height was determined by GEOID03.
 NU1598
 NU1598;                    North         East     Units Scale Factor Converg.
 NU1598;SPC ID E     -    89,833.564   160,012.810   MT  0.99996703   -0 19 42.2
 NU1598;UTM  12      - 4,703,779.172   364,125.536   MT  0.99982715   -1 06 58.9
 NU1598
 NU1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1598!SPC ID E     -   0.99958647  x   0.99996703  =   0.99955351
 NU1598!UTM  12      -   0.99958647  x   0.99982715  =   0.99941369
 NU1598
 NU1598:                Primary Azimuth Mark                     Grid Az
 NU1598:SPC ID E     -  BANNOCK                                  343 00 35.4
 NU1598:UTM  12      -  BANNOCK                                  343 47 52.1
 NU1598
 NU1598|---------------------------------------------------------------------|
 NU1598| PID    Reference Object                     Distance      Geod. Az  |
 NU1598|                                                           dddmmss.s |
 NU1598| NU1626 BANNOCK                             APPROX.15.0 KM 3424053.2 |
 NU1598|---------------------------------------------------------------------|
 NU1598
 NU1598                          SUPERSEDED SURVEY CONTROL
 NU1598
 NU1598  NAD 83(1986)-  42 28 27.99943(N)    112 39 10.65440(W) AD(       ) 3
 NU1598  NAD 27      -  42 28 28.30942(N)    112 39 07.71133(W) AD(       ) 3
 NU1598  NGVD 29 (07/19/86) 2650.0    (m)         8694.     (f) VERT ANG       
 NU1598
 NU1598.Superseded values are not recommended for survey control.
 NU1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1598.See file dsdata.txt to determine how the superseded data were derived.
 NU1598
 NU1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN6412603779(NAD 83)
 NU1598
 NU1598  HISTORY     - Date     Condition        Report By
 NU1598  HISTORY     - 1934     MONUMENTED       USGS
 NU1598  HISTORY     - 1970     GOOD             USGS
 NU1598
 NU1598                          STATION DESCRIPTION
 NU1598
 NU1598'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NU1598'LOCATED 8.0 MI. (AIRLINE) SW. OF PAULINE, 6.4 MI. W. OF ARBON POST
 NU1598'OFFICE, 4.5 MI. WNW. OF ARBON, ON THE HIGHEST POINT OF THE NE. PEAK
 NU1598'OF DEEP CREEK PEAK.
 NU1598'
 NU1598'REACHED BY HELICOPTER.  NEW DESCRIPTION
 NU1598'
 NU1598'TO REACH FROM PAULINE, FOLLOW PAULINE-HOLBROOK HIGHWAY FOR 3.2 MI. S.,
 NU1598'THENCE 7.0 MI. W. AND SW. UP KNOX CANYON RD., TO CABIN, THENCE VIA
 NU1598'TRAIL UP RIDGE TO STATION ON NE. POINT OF DEEP CREEK MOUNTAIN.  ABOUT
 NU1598'A 2-1/2 HOUR HIKE.
 NU1598'
 NU1598'STATION MARK--STANDARD TABLET STAMPED---DEEP CREEK 1934---, CEMENTED
 NU1598'IN ROCK OUTCROP.
 NU1598'
 NU1598'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---DEEP
 NU1598'CREEK 1934 NO 1---, CEMENTED IN ROCK OUTCROP, 19.38 FT. FROM STATION
 NU1598'MARK, N 07 DEG 24 MIN W.
 NU1598'
 NU1598'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---DEEP
 NU1598'CREEK 1934 NO 2---, CEMENTED IN ROCK OUTCROP, 43.86 FT. FROM STATION
 NU1598'MARK, N 71 DEG 08 MIN E.
 NU1598'
 NU1598'CAIRN 6 FT. HIGH WITH CENTER POLE 14 FT. HIGH.
 NU1598'
 NU1598'NOTE--CAIRN NOT FOUND IN 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0504 ***********************************************************************
 NT0504  DESIGNATION -  DEER CREEK
 NT0504  PID         -  NT0504
 NT0504  STATE/COUNTY-  ID/BEAR LAKE
 NT0504  USGS QUAD   -  SNOWDRIFT MOUNTAIN (1984)
 NT0504
 NT0504                         *CURRENT SURVEY CONTROL
 NT0504  ___________________________________________________________________
 NT0504* NAD 83(1992)-  42 35 53.05143(N)    111 14 28.05735(W)     ADJUSTED  
 NT0504* NAVD 88     -      2675.7    (meters)    8779.     (feet)  VERTCON   
 NT0504  ___________________________________________________________________
 NT0504  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 NT0504  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 NT0504
 NT0504  HORZ ORDER  -  THIRD
 NT0504
 NT0504.The horizontal coordinates were established by classical geodetic methods
 NT0504.and adjusted by the National Geodetic Survey in July 1992..
 NT0504
 NT0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0504
 NT0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0504
 NT0504.The geoid height was determined by GEOID03.
 NT0504
 NT0504;                    North         East     Units Scale Factor Converg.
 NT0504;SPC ID E     -   103,866.217   275,955.728   MT  1.00001832   +0 37 35.3
 NT0504;UTM  12      - 4,716,210.882   480,218.509   MT  0.99960481   -0 09 47.5
 NT0504
 NT0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0504!SPC ID E     -   0.99958237  x   1.00001832  =   0.99960069
 NT0504!UTM  12      -   0.99958237  x   0.99960481  =   0.99918735
 NT0504
 NT0504:                Primary Azimuth Mark                     Grid Az
 NT0504:SPC ID E     -  PINNACLE                                 079 14 07.3
 NT0504:UTM  12      -  PINNACLE                                 080 01 30.1
 NT0504
 NT0504|---------------------------------------------------------------------|
 NT0504| PID    Reference Object                     Distance      Geod. Az  |
 NT0504|                                                           dddmmss.s |
 NT0504| NT0502 PINNACLE                            APPROX. 3.3 KM 0795142.6 |
 NT0504|---------------------------------------------------------------------|
 NT0504
 NT0504                          SUPERSEDED SURVEY CONTROL
 NT0504
 NT0504  NAD 83(1986)-  42 35 53.04144(N)    111 14 28.04899(W) AD(       ) 3
 NT0504  NAD 27      -  42 35 53.29547(N)    111 14 25.29873(W) AD(       ) 3
 NT0504  NGVD 29 (07/19/86) 2674.3    (m)         8774.     (f) VERT ANG       
 NT0504
 NT0504.Superseded values are not recommended for survey control.
 NT0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0504.See file dsdata.txt to determine how the superseded data were derived.
 NT0504
 NT0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN8021916211(NAD 83)
 NT0504_MARKER: DD = SURVEY DISK
 NT0504_SETTING: 66 = SET IN ROCK OUTCROP
 NT0504_SP_SET: SET IN ROCK OUTCROP
 NT0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0504+STABILITY: POSITION/ELEVATION WELL
 NT0504
 NT0504  HISTORY     - Date     Condition        Report By
 NT0504  HISTORY     - 1947     MONUMENTED       USGS
 NT0504
 NT0504                          STATION DESCRIPTION
 NT0504
 NT0504'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NT0504'LOCATED 18.3 MI. (AIRLINE) ESE. OF SODA SPRINGS, 10.7 MI. NE. OF
 NT0504'GEORGETOWN, 1.2 MI. N. OF THE SADDLE AT THE HEAD OF GEORGETOWN CANYON,
 NT0504'ON A PROMINENT ROCKY PEAK, 30 FT. S. OF AND 1 FT. LOWER THAN HIGHEST
 NT0504'POINT OF TOP.
 NT0504'
 NT0504'TO REACH FROM GEORGETOWN PUBLIC SCHOOL, DRIVE E. ON GRAVELED RD. 2.35
 NT0504'MI. TO RD. FORKS, TAKE RIGHT FORK (E.) UP GEORGETOWN CANYON AND DRIVE
 NT0504'10 MI. TO DIVIDE AT HEAD OF CANYON, CONTINUE ON SAME RD. 0.35 MI. TO A
 NT0504'SIDE RD., TURN LEFT (W.) ON DIM TRACK RD. AND DRIVE 0.7 MI. TO END OF
 NT0504'RD. ON CREST OF RIDGE AND END OF TRUCK TRAVEL.  PACK N. UP RIDGE TO
 NT0504'HIGHEST PEAK AND STATION.
 NT0504'
 NT0504'STATION MARK--STANDARD TABLET STAMPED---DEER CREEK 1947---, CEMENTED
 NT0504'IN SOLID ROCK OUTCROP.
 NT0504'
 NT0504'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NT0504'---NO 1---, CEMENTED IN SOLID ROCK OUTCROP, 18.08 FT. FROM STATION
 NT0504'MARK, N 57 DEG 10 MIN E.
 NT0504'
 NT0504'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NT0504'---NO 2---, CEMENTED IN SOLID ROCK OUTCROP, 19.87 FT. FROM STATION
 NT0504'MARK, N 32 DEG 10 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1246 ***********************************************************************
 RA1246  DESIGNATION -  DEER CREEK
 RA1246  PID         -  RA1246
 RA1246  STATE/COUNTY-  ID/IDAHO
 RA1246  USGS QUAD   -  SLATE CREEK (1995)
 RA1246
 RA1246                         *CURRENT SURVEY CONTROL
 RA1246  ___________________________________________________________________
 RA1246* NAD 83(1992)-  45 41 09.61920(N)    116 20 05.38249(W)     ADJUSTED  
 RA1246* NAVD 88     -      1015.5    (meters)    3332.     (feet)  VERTCON   
 RA1246  ___________________________________________________________________
 RA1246  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 RA1246  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 RA1246
 RA1246  HORZ ORDER  -  SECOND
 RA1246
 RA1246.The horizontal coordinates were established by classical geodetic methods
 RA1246.and adjusted by the National Geodetic Survey in July 1992..
 RA1246
 RA1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1246
 RA1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1246
 RA1246.The geoid height was determined by GEOID03.
 RA1246
 RA1246;                    North         East     Units Scale Factor Converg.
 RA1246;SPC ID W     -   446,709.025   754,444.741   MT  0.99995884   -0 25 06.5
 RA1246;SPC OR N     -   232,757.559 2,824,303.425   MT  0.99993532   +2 57 14.0
 RA1246;SPC OR N     -   763,640.29  9,266,087.35   iFT  0.99993532   +2 57 14.0
 RA1246;UTM  11      - 5,059,376.630   551,796.310   MT  0.99963298   +0 28 33.4
 RA1246
 RA1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1246!SPC ID W     -   0.99984334  x   0.99995884  =   0.99980219
 RA1246!SPC OR N     -   0.99984334  x   0.99993532  =   0.99977867
 RA1246!UTM  11      -   0.99984334  x   0.99963298  =   0.99947638
 RA1246
 RA1246|---------------------------------------------------------------------|
 RA1246| PID    Reference Object                     Distance      Geod. Az  |
 RA1246|                                                           dddmmss.s |
 RA1246| CH7216 DEER CREEK RM 1                       5.242 METERS 23745     |
 RA1246| CH7215 DEER CREEK AZ MK                                   2792741.1 |
 RA1246| CH7217 DEER CREEK RM 2                       4.371 METERS 30756     |
 RA1246|---------------------------------------------------------------------|
 RA1246
 RA1246                          SUPERSEDED SURVEY CONTROL
 RA1246
 RA1246  NAD 83(1991)-  45 41 09.62007(N)    116 20 05.38139(W) AD(       ) 2
 RA1246  NAD 83(1986)-  45 41 09.62007(N)    116 20 05.38126(W) AD(       ) 2
 RA1246  NAD 27      -  45 41 10.03424(N)    116 20 01.87605(W) AD(       ) 2
 RA1246  NGVD 29 (07/19/86) 1014.4    (m)         3328.     (f) VERT ANG       
 RA1246
 RA1246.Superseded values are not recommended for survey control.
 RA1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1246.See file dsdata.txt to determine how the superseded data were derived.
 RA1246
 RA1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5179659377(NAD 83)
 RA1246_MARKER: DS = TRIANGULATION STATION DISK
 RA1246_SETTING: 80 = SET IN A BOULDER
 RA1246_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RA1246
 RA1246  HISTORY     - Date     Condition        Report By
 RA1246  HISTORY     - 1945     MONUMENTED       CGS
 RA1246
 RA1246                          STATION DESCRIPTION
 RA1246
 RA1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1246'STATION IS LOCATED ABOUT 5 MILES S OF WHITE BIRD, 4 MILES NW OF THE
 RA1246'SLATE CREEK STORE.  IT IS ABOUT 200 FEET N OF THE HIGHEST PART OF
 RA1246'A NARROW AND ROCKY HOGBACK RIDGE LYING BETWEEN DEER CREEK ON THE W
 RA1246'AND THE SALMON RIVER ON THE E.
 RA1246'
 RA1246'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN A
 RA1246'BOULDER.  IT IS STAMPED DEER CREEK 1945 AND IS FLUSH WITH THE
 RA1246'GROUND.
 RA1246'
 RA1246'REFERENCE MARK 1 IS LOCATED SW OF THE STATION, ON THE W SLOPE OF THE
 RA1246'RIDGE.  IT IS A BRONZE REFERENCE DISK SET IN A 30- BY 36-INCH
 RA1246'BOULDER PROJECTING 14 INCHES.  IT IS STAMPED DEER CREEK NO 1 1945
 RA1246'AND IS 3 FEET LOWER THAN THE STATION.
 RA1246'
 RA1246'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 20- BY 30-INCH
 RA1246'BOULDER PROJECTING 10 INCHES.  IT IS STAMPED DEER CREEK NO 2 AND HAS
 RA1246'THE SAME ELEVATION AS THE STATION.  IT IS LOCATED NW OF THE
 RA1246'STATION, ON THE W SLOPE OF THE RIDGE.
 RA1246'
 RA1246'AZIMUTH MARK IS LOCATED W OF THE STATION, 6 FEET N OF THE CENTER LINE
 RA1246'OF A TRACK ROAD, 4 FEET ESE OF A WITNESS POST, 40 FEET NW OF A
 RA1246'40-INCH PINE TREE, 50 FEET NE OF A 36-INCH PINE TREE, AND ABOUT 55
 RA1246'FEET N OF DEER CREEK.  IT IS A BRONZE AZIMUTH DISK SET IN A 3- BY
 RA1246'3- BY 3-FOOT BOULDER IN A ROCK-STREWN CLEARING ON THE N SIDE OF
 RA1246'DEER CREEK.  DISK IS STAMPED DEER CREEK 1945.
 RA1246'
 RA1246'TO REACH THE STATION FROM THE TEXACO SERVICE STATION IN WHITE BIRD,
 RA1246'GO S ON U.S. HIGHWAY 95 FOR 1.75 MILES TO THE BRIDGE OVER THE SALMON
 RA1246'RIVER, CROSS THE BRIDGE AND TURN SHARP LEFT AT THE W END OF THE
 RA1246'BRIDGE AND CONTINUE FOR 2.4 MILES TO B.M. Y 310, CONTINUE ON ROAD
 RA1246'FOR 4.1 MILES TO WHERE THE ROAD TURNS RIGHT UP DEER CREEK.
 RA1246'TURN LEFT AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RA1246'CONTINUE STRAIGHT AHEAD 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM
 RA1246'HERE CROSS DEER CREEK AND PACK UP THE STEEP SLOPE TO AN E-W FENCE
 RA1246'LINE, FOLLOW FENCE TO THE HIGHEST PART OF THE RIDGE, THEN TURN
 RA1246'LEFT FOR ABOUT 400 FEET TO THE STATION.  ABOUT A 1-1/2-HOUR
 RA1246'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1398 ***********************************************************************
 OH1398  DESIGNATION -  DEER FLAT
 OH1398  PID         -  OH1398
 OH1398  STATE/COUNTY-  ID/CANYON
 OH1398  USGS QUAD   -  MARSING (1971)
 OH1398
 OH1398                         *CURRENT SURVEY CONTROL
 OH1398  ___________________________________________________________________
 OH1398* NAD 83(1994)-  43 37 27.45720(N)    116 50 22.09619(W)     ADJUSTED  
 OH1398* NAVD 88     -       820.3    (meters)    2691.     (feet)  VERTCON   
 OH1398  ___________________________________________________________________
 OH1398  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 OH1398  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 OH1398
 OH1398  HORZ ORDER  -  SECOND
 OH1398
 OH1398.The horizontal coordinates were established by classical geodetic methods
 OH1398.and adjusted by the National Geodetic Survey in June 1998..
 OH1398
 OH1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1398
 OH1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1398
 OH1398.The geoid height was determined by GEOID03.
 OH1398
 OH1398;                    North         East     Units Scale Factor Converg.
 OH1398;SPC ID W     -   218,026.928   712,073.748   MT  1.00002839   -0 45 06.1
 OH1398;SPC OR S     -   223,916.443 1,795,327.549   MT  0.99992620   +2 30 15.6
 OH1398;SPC OR S     -   734,634.00  5,890,182.25   iFT  0.99992620   +2 30 15.6
 OH1398;UTM  11      - 4,830,157.860   512,951.194   MT  0.99960206   +0 06 38.7
 OH1398
 OH1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1398!SPC ID W     -   0.99987417  x   1.00002839  =   0.99990256
 OH1398!SPC OR S     -   0.99987417  x   0.99992620  =   0.99980038
 OH1398!UTM  11      -   0.99987417  x   0.99960206  =   0.99947628
 OH1398
 OH1398|---------------------------------------------------------------------|
 OH1398| PID    Reference Object                     Distance      Geod. Az  |
 OH1398|                                                           dddmmss.s |
 OH1398| CD4980 DEER FLAT RM 1                       15.950 METERS 09040     |
 OH1398| CD4979 DEER FLAT AZ MK                                    1464742.9 |
 OH1398| CD4981 DEER FLAT RM 2                       16.744 METERS 15617     |
 OH1398|---------------------------------------------------------------------|
 OH1398
 OH1398                          SUPERSEDED SURVEY CONTROL
 OH1398
 OH1398  NAD 83(1992)-  43 37 27.45720(N)    116 50 22.09619(W) AD(       ) 2
 OH1398  NAD 83(1991)-  43 37 27.45664(N)    116 50 22.09472(W) AD(       ) 2
 OH1398  NAD 83(1986)-  43 37 27.45693(N)    116 50 22.09464(W) AD(       ) 2
 OH1398  NAD 27      -  43 37 27.89100(N)    116 50 18.56600(W) AD(       ) 2
 OH1398  NGVD 29 (07/19/86)  819.3    (m)         2688.     (f) VERT ANG       
 OH1398
 OH1398.Superseded values are not recommended for survey control.
 OH1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1398.See file dsdata.txt to determine how the superseded data were derived.
 OH1398
 OH1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1295130158(NAD 83)
 OH1398_MARKER: DS = TRIANGULATION STATION DISK
 OH1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1398_STAMPING: DEER FLAT 1944
 OH1398_MARK LOGO: CGS   
 OH1398_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1398+STABILITY: SURFACE MOTION
 OH1398
 OH1398  HISTORY     - Date     Condition        Report By
 OH1398  HISTORY     - 1944     MONUMENTED       CGS
 OH1398  HISTORY     - 1956     GOOD             USGS
 OH1398  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OH1398  HISTORY     - 19820715 GOOD             NGS
 OH1398  HISTORY     - 1984     GOOD             LOCENG
 OH1398
 OH1398                          STATION DESCRIPTION
 OH1398
 OH1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1398'STATION IS LOCATED ABOUT 5 MILES SE OF WILDER, 3 MILES S OF
 OH1398'GREENLEAF, 3 MILES W OF HUSTON, 8 FEET E OF A 4- BY 4-INCH WHITE
 OH1398'WOODEN WITNESS POST, AND ON THE NW EDGE OF DEER FLAT.  IT IS
 OH1398'AT APPROXIMATELY THE HIGHEST ELEVATION IN THE LOCALITY.  MARK
 OH1398'IS STAMPED DEER FLAT 1944 AND PROJECTS 4 INCHES.
 OH1398'
 OH1398'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 OH1398'DISKS SET IN CONCRETE.
 OH1398'
 OH1398'REFERENCE MARK 1 IS STAMPED DEER FLAT NO 1 1944 AND PROJECTS
 OH1398'4 INCHES.
 OH1398'
 OH1398'REFERENCE MARK 2 IS STAMPED DEER FLAT NO 2 1944 AND PROJECTS
 OH1398'4 INCHES.
 OH1398'
 OH1398'AZIMUTH MARK IS STAMPED DEER FLAT 1944 AND PROJECTS 4 INCHES.
 OH1398'IT IS 31 FEET N OF THE CENTER LINE OF PAVED ROAD AND 7 FEET
 OH1398'W OF A 4- BY 4-INCH WHITE WOODEN WITNESS POST.
 OH1398'
 OH1398'TO REACH STATION FROM THE FRIENDS CHURCH IN GREENLEAF, GO W
 OH1398'ON PAVED ROAD FOR 0.1 MILE, TURN LEFT (S) ON GRADED ROAD AND
 OH1398'GO 2.0 MILES.  JOG AROUND CANAL BUT CONTINUE S FOR 1.0 MILE
 OH1398'TO A T-JUNCTION.  TURN LEFT (E) AND GO 0.5 MILE.  TURN RIGHT
 OH1398'(S) AND GO 0.5 MILE TO AN INTERSECTION WITH A BLACK-TOP ROAD.
 OH1398'TURN RIGHT (W) AND GO 1.2 MILES TO A POINT WHERE THE ROAD
 OH1398'STARTS TO DIP DOWN TOWARD THE SNAKE RIVER (AZIMUTH MARK WAS
 OH1398'ESTABLISHED AT THIS POINT), TURN RIGHT OFF THE ROAD AND GO
 OH1398'CROSS COUNTRY, NW, FOR 0.5 MILE TO THE HIGH GROUND AND THE
 OH1398'STATION.
 OH1398
 OH1398                          STATION RECOVERY (1956)
 OH1398
 OH1398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OH1398'RECOVERED BY USGS, 1956.
 OH1398'
 OH1398'RECOVERED BY NGS, 1959  DESCRIPTION AND POSITION LISTED IN NGS
 OH1398'QUAD 43116-4, STATION 1050.
 OH1398'
 OH1398'STATION MARK--A BRONZE DISK STAMPED---DEER FLAT 1944---, SET IN
 OH1398'CONCRETE AND PROJECTING 4 IN.
 OH1398
 OH1398                          STATION RECOVERY (1959)
 OH1398
 OH1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH1398'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 OH1398'RECOVERED AND IN GOOD CONDITION.  THE ROUTE TO STATION IS ADEQUATE.
 OH1398'
 OH1398'THE MEASUREMENT TO R.M. 1 IN 1944 WAS EVIDENTLY A SLOPE
 OH1398'MEASUREMENT.  THE HORIZONTAL MEASUREMENT IS 0.014 METERS
 OH1398'SHORTER.
 OH1398'
 OH1398'THE MEASUREMENT TO R.M. 2 SHOULD HAVE BEEN 16.744 METERS
 OH1398'INSTEAD OF 16.774.  THE DISTANCE IN FEET CHECKED THE ORIGINAL
 OH1398'DATA.
 OH1398'
 OH1398'A DIFFERENCE OF 41.3 SECONDS WAS FOUND IN THE DIRECTION TO
 OH1398'THE AZIMUTH MARK.  A THOROUGH INVESTIGATION WAS MADE AS TO
 OH1398'PLUMB OF LIGHT, STABILITY AND PLUMB OF TRIPOD, ETC. BEFORE AND
 OH1398'AFTER MAKING A SECOND SET OF OBSERVATIONS ON THE MARK.  ALL
 OH1398'MARKS ARE SOLID AND NO EVIDENCE OF MOVEMENT COULD BE DETERMINED.
 OH1398
 OH1398                          STATION RECOVERY (1982)
 OH1398
 OH1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OH1398'THE STATION AS RECOVERED IN GOOD CONDITION.  A HOUSE HAS BEEN BUILT
 OH1398'NEARBY AND ACCORDING TO THE PROPERTY OWNER THE REFERENCE MARK ARE IN
 OH1398'PLACE BUT BURIED.  THEY WERE NOT SEARCHED FOR AT THE REQUEST OF THE
 OH1398'PROPERTY OWNER.  THE HOUSE IS ALSO ON LINE WITH THE AZIMUTH MARK. TWO
 OH1398'NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 OH1398'THE STATION IS LOCATED ON A HILL WEST OF AN AREA CALLED DEER FLAT,
 OH1398'ABOUT 8 KM (4.95 MI) SE OF WILDER 4.8 KM (3.00 MI) S OF GREENLEAF AND
 OH1398'ON PROPERTY OWNED BY BRUCE BARTLETT OF RT 6 BOX 223, CALDWELL ID
 OH1398'83605.
 OH1398' 
 OH1398'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 95 AND 19 IN
 OH1398'HOMEDALE, GO E ON HIGHWAY 95 FOR 1.1 KM, (0.70 MI) TURN RIGHT ON
 OH1398'HOMEDALE ROAD AND GO 7.0 K TO PRIVATE ROAD LEADING TO BARTLETT
 OH1398'RESIDENCE ON THE LEFT, TURN LEFT AND GO 0.9 KM (0.55 MI) TO THE
 OH1398'BARTLETT HOME AND THE MARK ON THE LAWN NEAR THE NW CORNER OF THE
 OH1398'HOUSE.
 OH1398' 
 OH1398'THE STATION IS A STANDARD USCGS DISK STAMPED---DEER FLAT 1944---, SET
 OH1398'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 28 CM IN DIAMETER,
 OH1398'PROJECTING 22 CM ABOVE THE GROUND. THE STATION IS LOCATED 15.9 METERS
 OH1398'(52.2 FT) E FROM THE CENTER OF THE STEPS LEADING UP THE DECK ON E SIDE
 OH1398'OF HOUSE, 8.05 METERS (26.41 FT) ENE FROM A 15 CM TREE ON N SIDE OF
 OH1398'DRIVEWAY, 4.25 METERS (13.94 FT) NNW FROM THE NW CENTER OF BARTLETT
 OH1398'HOME, 4.25 METERS (13.94 FT) NNE FROM THE N POST HOLDING UP DECK ON
 OH1398'WEST SIDE OF HOUSE, 0.15 METERS (0.49 FT) N FROM A METAL WITNESS POST.
 OH1398'REFERENCE MARK NO 3, IS A STANDARD NGS DISK STAMPED---DEAR FLAT 1944
 OH1398'NO 3 1982---, SET IN A DRILL HOLE IN THE CONCRETE DRIVEWAY INTO A
 OH1398'HOUSE.  THE STATION IS LOCATED 1.7 METERS (5.6 FT) W FROM THE NW
 OH1398'CORNER OF HOUSE, 0.35 METERS (1.15 FT) E FROM THE N POLE HOLDING UP
 OH1398'DECK ON WEST SIDE OF HOUSE AND 1 METER (3.3 FT) LOWER THAN THE
 OH1398'STATION.
 OH1398' 
 OH1398'REFERENCE MARK NO 4, IS A STANDARD NGS DISK STAMPED---DEER FLAT 1944
 OH1398'NO 4 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 24 CM, IN
 OH1398'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 30.25 METERS
 OH1398'(99.25 FT) NW FROM THE NW CORNER OF HOUSE, 10.0 METERS (32.8 FT) WNW
 OH1398'FROM AN ORNAMENTAL TREE, 1 METERS (3.3 FT) N FROM A RASPBERRY PATCH,
 OH1398'0.3 METERS (1.0 FT) SE FROM A FAUCET AND 1 METERS (3.3 FT) LOWER THAN
 OH1398'THE STATION.
 OH1398' 
 OH1398'AZIMUTH MARK NO 2, IS A STANDARD NGS DISK STAMPED---DEER FLAT 1944 NO
 OH1398'2 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 OH1398'DIAMETER, PROJECTING 5 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 OH1398'9.4 METERS (30.8 FT) W FROM THE CENTERLINE OF A FIELD ROAD, 6.5 METERS
 OH1398'(21.3 FT) N FROM THE CENTERLINE OF A GRAVEL ROAD, 0.95 METERS (3.12
 OH1398'FT) W FROM POWER POLE NUMBER 101, 0.55 METERS (1.80 FT) E FROM A
 OH1398'FIBERGLASS WITNESS POST. TO REACH THE AZIMUTH MARK FROM THE STATION GO
 OH1398'BACK DOWN THE BARTLETT 0.8 KM (0.50 MI) TURN LEFT ONTO PAVED ROAD AND
 OH1398'GO 0.40 KM (0.25 MI) TO A DIRT ROAD ON LEFT, TURN LEFT AND GO 1.7 KM
 OH1398'(1.05 MI) TO A T JUNCTION, TURN LEFT AND GO 0.40 KM (0.25 MI) TO THE
 OH1398'MARK ON THE RIGHT.
 OH1398
 OH1398                          STATION RECOVERY (1984)
 OH1398
 OH1398'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (JJP)
 OH1398'DEER FLAT 1944 RECOVERED GOOD.
 OH1398'
 OH1398'ALL MARKS INCLUDING R.M. 3 (STAMPED DEER FLAT 1944 NO. 3 1982),
 OH1398'R.M. 4 (STAMPED DEER FLAT 1944 NO. 4 1982) AND THE AZIMUTH MARK
 OH1398'(STAMPED DEER FLAT 1944) ARE IN GOOD CONDITION.  A 1 FT. HIGH METAL
 OH1398'WITNESS POST AND SIGN IS 6 INCHES SOUTH OF THE STATION MARK AND
 OH1398'A REGULAR HEIGHT METAL WITNESS POST AND SIGN IS 1.2 FT. EAST OF
 OH1398'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0905 ***********************************************************************
 TO0905  DESIGNATION -  DEER RIDGE
 TO0905  PID         -  TO0905
 TO0905  STATE/COUNTY-  ID/BOUNDARY
 TO0905  USGS QUAD   -  LINE POINT (1996)
 TO0905
 TO0905                         *CURRENT SURVEY CONTROL
 TO0905  ___________________________________________________________________
 TO0905* NAD 83(1992)-  48 50 42.91628(N)    116 06 11.02970(W)     ADJUSTED  
 TO0905* NAVD 88     -      1450.5    (meters)    4759.     (feet)  VERTCON   
 TO0905  ___________________________________________________________________
 TO0905  LAPLACE CORR-          14.98  (seconds)                    DEFLEC99
 TO0905  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 TO0905
 TO0905  HORZ ORDER  -  THIRD
 TO0905
 TO0905.The horizontal coordinates were established by classical geodetic methods
 TO0905.and adjusted by the National Geodetic Survey in July 1992..
 TO0905
 TO0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0905
 TO0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0905
 TO0905.The geoid height was determined by GEOID03.
 TO0905
 TO0905;                    North         East     Units Scale Factor Converg.
 TO0905;SPC ID W     -   797,812.056   774,087.499   MT  0.99994158   -0 15 57.0
 TO0905;UTM  11      - 5,410,641.534   565,806.818   MT  0.99965320   +0 40 31.3
 TO0905
 TO0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0905!SPC ID W     -   0.99977517  x   0.99994158  =   0.99971677
 TO0905!UTM  11      -   0.99977517  x   0.99965320  =   0.99942845
 TO0905
 TO0905:                Primary Azimuth Mark                     Grid Az
 TO0905:SPC ID W     -  GOAT MOUNTAIN                            157 08 40.2
 TO0905:UTM  11      -  GOAT MOUNTAIN                            156 12 11.9
 TO0905
 TO0905|---------------------------------------------------------------------|
 TO0905| PID    Reference Object                     Distance      Geod. Az  |
 TO0905|                                                           dddmmss.s |
 TO0905| TO0904 GOAT MOUNTAIN                       APPROX. 8.2 KM 1565243.2 |
 TO0905|---------------------------------------------------------------------|
 TO0905
 TO0905                          SUPERSEDED SURVEY CONTROL
 TO0905
 TO0905  NAD 83(1986)-  48 50 42.93017(N)    116 06 11.02417(W) AD(       ) 3
 TO0905  NAD 27      -  48 50 43.11142(N)    116 06 07.33048(W) AD(       ) 3
 TO0905  NGVD 29 (07/19/86) 1449.3    (m)         4755.     (f) VERT ANG       
 TO0905
 TO0905.Superseded values are not recommended for survey control.
 TO0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0905.See file dsdata.txt to determine how the superseded data were derived.
 TO0905
 TO0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ6580710642(NAD 83)
 TO0905_MARKER: DD = SURVEY DISK
 TO0905_SETTING: 0 = UNSPECIFIED SETTING
 TO0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0905
 TO0905  HISTORY     - Date     Condition        Report By
 TO0905  HISTORY     - 1964     MONUMENTED       USGS
 TO0905
 TO0905                          STATION DESCRIPTION
 TO0905
 TO0905'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TO0905'LOCATED ABOUT 14.5 MI. (AIRLINE) NE. OF BONNERS FERRY, ABOUT 4 MI. SE.
 TO0905'OF THE U.S. FOREST SERVICE SNYDER RANGER STATION, 3 MI. SW. OF THE
 TO0905'BUCKHORN MINE, IN THE NW. 1/4 OF SECTION 5, T 63 N, R 3 E, ON THE S.
 TO0905'END OF DEER RIDGE NEAR THE USFS DEER RIDGE LOT SITE.
 TO0905'
 TO0905'TO REACH FROM THE BONNERS FERRY POST OFFICE, DRIVE E. ONE BLOCK TO
 TO0905'U.S. HIGHWAY NO. 95, TURN LEFT (N.) ON U.S. HIGHWAY NO. 95 FOR 2.9 MI.
 TO0905'TO HIGHWAY JUNCTION, TAKE RIGHT FORK E. ON U.S. HIGHWAY NO. 2 FOR 1.9
 TO0905'MI. TO RD. JUNCTION, TAKE DIRT RD. LEFT (MEADOW CREEK RD.) FOR 6.5 MI.
 TO0905'TO RD. JUNCTION, TAKE RIGHT FORK FOR 0.2 MI. TO Y-RD., TAKE RIGHT FORK
 TO0905'FOR 3.9 MI. TO Y-RD., TAKE LEFT FORK FOR 0.5 MI. TO Y-RD., TAKE RIGHT
 TO0905'FORK (PLACER CREEK-CONNECTION RD.) FOR 1.2 MI. TO Y-RD., TAKE LEFT
 TO0905'FORK PER SIGN --DEER RIDGE ROAD-- FOR 7 MI. TO RIDGE AND STATION.
 TO0905'
 TO0905'STATION MARK--STANDARD TABLET STAMPED---DEER RIDGE 1964---, SET IN
 TO0905'THE CENTER OF THE CONCRETE FOOTING OF THE OLD LOT.
 TO0905'
 TO0905'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 TO0905'1964---, SET IN THE CONCRETE FOOTING OF THE OLD LOT, 18.86 FT. FROM
 TO0905'STATION MARK, S 05 DEG 11 MIN E.
 TO0905'
 TO0905'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 TO0905'1964---, SET IN THE CONCRETE FOOTING OF THE OLD LOT, 16.12 FT. FROM
 TO0905'STATION MARK, N 86 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0901 ***********************************************************************
 TO0901  DESIGNATION -  DEER RIDGE LOOKOUT TOWER
 TO0901  PID         -  TO0901
 TO0901  STATE/COUNTY-  ID/BOUNDARY
 TO0901  USGS QUAD   -  LINE POINT (1996)
 TO0901
 TO0901                         *CURRENT SURVEY CONTROL
 TO0901  ___________________________________________________________________
 TO0901* NAD 83(1992)-  48 50 43.14121(N)    116 06 12.65511(W)     ADJUSTED  
 TO0901* NAVD 88     -                                                        
 TO0901  ___________________________________________________________________
 TO0901  LAPLACE CORR-          14.96  (seconds)                    DEFLEC99
 TO0901  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 TO0901
 TO0901  HORZ ORDER  -  THIRD
 TO0901
 TO0901.The horizontal coordinates were established by classical geodetic methods
 TO0901.and adjusted by the National Geodetic Survey in July 1992..
 TO0901
 TO0901
 TO0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0901
 TO0901.The geoid height was determined by GEOID03.
 TO0901
 TO0901;                    North         East     Units Scale Factor Converg.
 TO0901;SPC ID W     -   797,819.158   774,054.394   MT  0.99994160   -0 15 58.2
 TO0901;SPC MT       -   531,083.826   115,932.662   MT  0.99990857   -4 49 49.8
 TO0901;SPC MT       - 1,742,401.00    380,356.50   iFT  0.99990857   -4 49 49.8
 TO0901;UTM  11      - 5,410,648.089   565,773.611   MT  0.99965315   +0 40 30.1
 TO0901
 TO0901                          SUPERSEDED SURVEY CONTROL
 TO0901
 TO0901  NAD 83(1986)-  48 50 43.16036(N)    116 06 12.67008(W) AD(       ) 4
 TO0901  NAD 27      -  48 50 43.34409(N)    116 06 08.97951(W) AD(       ) 3
 TO0901
 TO0901.Superseded values are not recommended for survey control.
 TO0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0901.See file dsdata.txt to determine how the superseded data were derived.
 TO0901
 TO0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ6577410648(NAD 83)
 TO0901
 TO0901  HISTORY     - Date     Condition        Report By
 TO0901  HISTORY     - 1964     MONUMENTED       CGS
 TO0901
 TO0901                          STATION DESCRIPTION
 TO0901
 TO0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO0901'STATION IS THE TOP CENTER OF THE TOWER, LOCATED IN THE PURCELL
 TO0901'MOUNTAINS, ABOUT 14-1/2 MILES NORTHEAST OF BONNERS FERRY
 TO0901'AND 2-1/2 MILES WEST OF THE IDAHO-MONTANA STATE LINE.  THE
 TO0901'TOWER IS BUILT OF WOOD AND IS 40 FEET IN HEIGHT.
 TO0901'
 TO0901'THIS TOWER WAS BUILT IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1213 ***********************************************************************
 OH1213  DESIGNATION -  DEERPOINT PEAK TV STA KBOI TWR
 OH1213  PID         -  OH1213
 OH1213  STATE/COUNTY-  ID/BOISE
 OH1213  USGS QUAD   -  SHAFER BUTTE (1976)
 OH1213
 OH1213                         *CURRENT SURVEY CONTROL
 OH1213  ___________________________________________________________________
 OH1213* NAD 83(1992)-  43 45 16.98108(N)    116 05 57.34194(W)     ADJUSTED  
 OH1213* NAVD 88     -                                                        
 OH1213  ___________________________________________________________________
 OH1213  LAPLACE CORR-           8.23  (seconds)                    DEFLEC99
 OH1213  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 OH1213
 OH1213  HORZ ORDER  -  THIRD
 OH1213
 OH1213.The horizontal coordinates were established by classical geodetic methods
 OH1213.and adjusted by the National Geodetic Survey in July 1992..
 OH1213
 OH1213
 OH1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1213
 OH1213.The geoid height was determined by GEOID03.
 OH1213
 OH1213;                    North         East     Units Scale Factor Converg.
 OH1213;SPC ID W     -   231,999.301   771,873.772   MT  0.99994306   -0 14 29.5
 OH1213;UTM  11      - 4,845,024.582   572,512.875   MT  0.99966467   +0 37 22.6
 OH1213
 OH1213                          SUPERSEDED SURVEY CONTROL
 OH1213
 OH1213  NAD 83(1986)-  43 45 16.98115(N)    116 05 57.34195(W) AD(       ) 4
 OH1213  NAD 27      -  43 45 17.34900(N)    116 05 53.94400(W) AD(       ) 3
 OH1213
 OH1213.Superseded values are not recommended for survey control.
 OH1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1213.See file dsdata.txt to determine how the superseded data were derived.
 OH1213
 OH1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7251345025(NAD 83)
 OH1213
 OH1213  HISTORY     - Date     Condition        Report By
 OH1213  HISTORY     - 1959     MONUMENTED       CGS
 OH1213
 OH1213                          STATION DESCRIPTION
 OH1213
 OH1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1213'THE KBOI TV TRANSMITTER TOWER IS A TAPERED TRIANGULAR SHAPED
 OH1213'TOWER BUILT OF BYERS STEEL PIPE ABOUT 100 FEET TALL AND HAS
 OH1213'A SINGLE POLE WHICH PROJECTS 57 FEET OUT OF THE CENTER OF THE
 OH1213'TOP WHICH SUPPORTS THE TURNSTILE TYPE ANTENNAS.  IT IS PAINTED
 OH1213'IN ALTERNATE BANDS OF RED AND WHITE AND IS LIGHTED BY RED
 OH1213'LIGHTS AT NIGHT.  IT IS LOCATED ON DEERPOINT PEAK ABOUT 10 MILES
 OH1213'NORTH-NORTHEAST OF BOISE.  IT IS OWNED AND OPERATED BY BOISE
 OH1213'VALLEY BROADCASTERS INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1214 ***********************************************************************
 OH1214  DESIGNATION -  DEERPOINT PEAK TV STA KTVB TWR
 OH1214  PID         -  OH1214
 OH1214  STATE/COUNTY-  ID/BOISE
 OH1214  USGS QUAD   -  SHAFER BUTTE (1976)
 OH1214
 OH1214                         *CURRENT SURVEY CONTROL
 OH1214  ___________________________________________________________________
 OH1214* NAD 83(1992)-  43 45 15.35231(N)    116 06 00.39628(W)     ADJUSTED  
 OH1214* NAVD 88     -                                                        
 OH1214  ___________________________________________________________________
 OH1214  LAPLACE CORR-           8.42  (seconds)                    DEFLEC99
 OH1214  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 OH1214
 OH1214  HORZ ORDER  -  THIRD
 OH1214
 OH1214.The horizontal coordinates were established by classical geodetic methods
 OH1214.and adjusted by the National Geodetic Survey in July 1992..
 OH1214
 OH1214
 OH1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1214
 OH1214.The geoid height was determined by GEOID03.
 OH1214
 OH1214;                    North         East     Units Scale Factor Converg.
 OH1214;SPC ID W     -   231,949.324   771,805.236   MT  0.99994311   -0 14 31.7
 OH1214;UTM  11      - 4,844,973.591   572,445.119   MT  0.99966455   +0 37 20.5
 OH1214
 OH1214                          SUPERSEDED SURVEY CONTROL
 OH1214
 OH1214  NAD 83(1986)-  43 45 15.35246(N)    116 06 00.39623(W) AD(       ) 4
 OH1214  NAD 27      -  43 45 15.74981(N)    116 05 56.97878(W) AD(       ) 3
 OH1214
 OH1214.Superseded values are not recommended for survey control.
 OH1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1214.See file dsdata.txt to determine how the superseded data were derived.
 OH1214
 OH1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7244544974(NAD 83)
 OH1214
 OH1214  HISTORY     - Date     Condition        Report By
 OH1214  HISTORY     - 1959     MONUMENTED       CGS
 OH1214  HISTORY     - 1981     GOOD             NGS
 OH1214
 OH1214                          STATION DESCRIPTION
 OH1214
 OH1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1214'THE KTVB TRANSMITTER TOWER IS A TAPERED SQUARE TOWER OF
 OH1214'STRUCTURAL STEEL 135 FEET TALL ON A BASE ABOUT 20 FEET SQUARE.
 OH1214'IT SUPPORTS A SINGLE MAST SECTION 90 FEET TALL WHICH CARRIES
 OH1214'THE TURNSTILE TYPE ANTENNAS.  IT IS PAINTED IN ALTERNATE BANDS
 OH1214'OF RED AND WHITE AND IS LIGHTED BY RED LIGHTS AT NIGHT.  IT
 OH1214'IS LOCATED ON DEERPOINT PEAK ABOUT 10 MILES NORTH-NORTHEAST
 OH1214'OF BOISE.  IT IS OWNED AND OPERATED BY KTVB INCORPORATED.
 OH1214
 OH1214                          STATION RECOVERY (1981)
 OH1214
 OH1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OH1214'THE TOWER WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0965 ***********************************************************************
 TO0965  DESIGNATION -  DELYLE LOT
 TO0965  PID         -  TO0965
 TO0965  STATE/COUNTY-  ID/BONNER
 TO0965  USGS QUAD   -  DERR POINT (1989)
 TO0965
 TO0965                         *CURRENT SURVEY CONTROL
 TO0965  ___________________________________________________________________
 TO0965* NAD 83(1992)-  48 03 46.75827(N)    116 07 50.83645(W)     ADJUSTED  
 TO0965* NAVD 88     -      1342.9    (meters)    4406.     (feet)  VERTCON   
 TO0965  ___________________________________________________________________
 TO0965  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 TO0965  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TO0965
 TO0965  HORZ ORDER  -  THIRD
 TO0965
 TO0965.The horizontal coordinates were established by classical geodetic methods
 TO0965.and adjusted by the National Geodetic Survey in July 1992..
 TO0965
 TO0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0965
 TO0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0965
 TO0965.The geoid height was determined by GEOID03.
 TO0965
 TO0965;                    North         East     Units Scale Factor Converg.
 TO0965;SPC ID W     -   710,840.571   771,620.090   MT  0.99994323   -0 16 59.7
 TO0965;UTM  11      - 5,323,666.589   564,760.085   MT  0.99965153   +0 38 47.8
 TO0965
 TO0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0965!SPC ID W     -   0.99979217  x   0.99994323  =   0.99973541
 TO0965!UTM  11      -   0.99979217  x   0.99965153  =   0.99944377
 TO0965
 TO0965                          SUPERSEDED SURVEY CONTROL
 TO0965
 TO0965  NAD 83(1986)-  48 03 46.76632(N)    116 07 50.83055(W) AD(       ) 3
 TO0965  NAD 27      -  48 03 47.04323(N)    116 07 47.22835(W) AD(       ) 3
 TO0965  NGVD 29 (07/19/86) 1341.7    (m)         4402.     (f) VERT ANG       
 TO0965
 TO0965.Superseded values are not recommended for survey control.
 TO0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0965.See file dsdata.txt to determine how the superseded data were derived.
 TO0965
 TO0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP6476023667(NAD 83)
 TO0965_MARKER: 57 = LOOKOUT TOWER
 TO0965
 TO0965  HISTORY     - Date     Condition        Report By
 TO0965  HISTORY     - 1949     FIRST OBSERVED   USGS
 TO0965
 TO0965                          STATION DESCRIPTION
 TO0965
 TO0965'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 TO0965'LOCATED ABOUT 6.0 MI. (AIRLINE) SE. OF CLARK FORK, ABOUT 3.0 MI. SW.
 TO0965'OF CABINET, 2.0 MI. S. OF CLARK FORK RIVER ON N. END OF DELYLE RIDGE.
 TO0965'
 TO0965'STATION MARK--CENTER OF LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1520 ***********************************************************************
 NU1520  DESIGNATION -  DEMPSEY
 NU1520  PID         -  NU1520
 NU1520  STATE/COUNTY-  ID/BANNOCK
 NU1520  USGS QUAD   -  LAVA HOT SPRINGS (1968)
 NU1520
 NU1520                         *CURRENT SURVEY CONTROL
 NU1520  ___________________________________________________________________
 NU1520* NAD 83(1992)-  42 32 03.81301(N)    112 00 30.17727(W)     ADJUSTED  
 NU1520* NAVD 88     -      2016.9    (meters)    6617.     (feet)  VERTCON   
 NU1520  ___________________________________________________________________
 NU1520  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 NU1520  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 NU1520
 NU1520  HORZ ORDER  -  THIRD
 NU1520
 NU1520.The horizontal coordinates were established by classical geodetic methods
 NU1520.and adjusted by the National Geodetic Survey in July 1992..
 NU1520
 NU1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1520
 NU1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1520
 NU1520.The geoid height was determined by GEOID03.
 NU1520
 NU1520;                    North         East     Units Scale Factor Converg.
 NU1520;SPC ID E     -    96,389.923   213,002.980   MT  0.99994945   +0 06 25.2
 NU1520;UTM  12      - 4,709,604.644   417,190.150   MT  0.99968437   -0 40 54.3
 NU1520
 NU1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1520!SPC ID E     -   0.99968579  x   0.99994945  =   0.99963525
 NU1520!UTM  12      -   0.99968579  x   0.99968437  =   0.99937026
 NU1520
 NU1520:                Primary Azimuth Mark                     Grid Az
 NU1520:SPC ID E     -  LAVA TV ANTENNA TOW                      002 33 47.9
 NU1520:UTM  12      -  LAVA TV ANTENNA TOW                      003 21 07.4
 NU1520
 NU1520|---------------------------------------------------------------------|
 NU1520| PID    Reference Object                     Distance      Geod. Az  |
 NU1520|                                                           dddmmss.s |
 NU1520| NU1519 LAVA TV ANTENNA TOW                 APPROX. 8.7 KM 0024013.1 |
 NU1520|---------------------------------------------------------------------|
 NU1520
 NU1520                          SUPERSEDED SURVEY CONTROL
 NU1520
 NU1520  NAD 83(1986)-  42 32 03.80777(N)    112 00 30.16684(W) AD(       ) 3
 NU1520  NAD 27      -  42 32 04.10112(N)    112 00 27.31668(W) AD(       ) 3
 NU1520  NGVD 29 (07/19/86) 2015.7    (m)         6613.     (f) VERT ANG       
 NU1520
 NU1520.Superseded values are not recommended for survey control.
 NU1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1520.See file dsdata.txt to determine how the superseded data were derived.
 NU1520
 NU1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN1719009605(NAD 83)
 NU1520_MARKER: DD = SURVEY DISK
 NU1520_SETTING: 80 = SET IN A BOULDER
 NU1520_SP_SET: PARTIALLY EXPOSED BOULDER
 NU1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1520+STABILITY: SURFACE MOTION
 NU1520
 NU1520  HISTORY     - Date     Condition        Report By
 NU1520  HISTORY     - 1945     MONUMENTED       USGS
 NU1520
 NU1520                          STATION DESCRIPTION
 NU1520
 NU1520'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 NU1520'LOCATED ABOUT 6.5 MI. S. OF LAVA HOT SPRINGS, ABOUT 1 MI. NE. OF
 NU1520'KASISKA SHEEP COMPANYS HEADQUARTERS BUILDINGS ON DEMPSEY CREEK,
 NU1520'ABOUT 0.5 MI. E. OF MAIN BRANCH OF DEMPSEY CREEK ON NW. END OF
 NU1520'HIGHEST PART OF A SAGEBRUSH COVERED SUMMIT ON END OF RIDGE, 15 FT.
 NU1520'W. OF DIM TRACK RD. WHICH ASCENDS TO SUMMIT FROM N.
 NU1520'
 NU1520'TO REACH FROM POST OFFICE AT LAVA HOT SPRINGS GO W. FOR 0.2 MI. OR
 NU1520'4TH CROSS STREET, TURN LEFT AND GO S. FOR 2 BLOCKS, THENCE RIGHT
 NU1520'FOR 1 BLOCK, THENCE LEFT ON DEMPSEY RD. FOR 1.4 MI. TO SIDE RD. LEFT
 NU1520'AT GAS METERING STATION, CONTINUE S. ON MAIN TRAVELED RD. 0.6 MI. TO
 NU1520'T-RD., TURN LEFT ON GRAVELED RD. AND DRIVE 1.3 MI. TO SIDE RD. RIGHT,
 NU1520'CONTINUE LEFT ON MAIN RD. 2.9 MI. TO Y-RD., TAKE LEFT FORK 1.2 MI. TO
 NU1520'RD. FORK, TAKE RIGHT FORK AND DRIVE S. UP DRAIN AND BALD RIDGE FOR
 NU1520'1.2 MI. TO STATION, 60 FT. W. OF RD. NEAR HIGHEST POINT OF BALD
 NU1520'RIDGE.
 NU1520'
 NU1520'STATION MARK--STANDARD TABLET STAMPED---DEMPSEY 1945--- CEMENTED IN
 NU1520'NATURALLY EMBEDDED BOULDER WHICH PROJECTS ABOUT 0.5 FT. ABOVE GROUND
 NU1520'SURFACE.
 NU1520'
 NU1520'REFERENCE MARK NO. 1--CROSS WITH ARROW POINTING IN DIRECTION OF
 NU1520'STATION MARK, CHISELED ON EMBEDDED BOULDER, 63.70 FT. FROM STATION
 NU1520'MARK, S 32 DEG 42 MIN W.
 NU1520'
 NU1520'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN FLAT ROCK
 NU1520'IN W. TRACK OF DIM RD., 15.95 FROM STATION MARK, S 64 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1204 ***********************************************************************
 QB1204  DESIGNATION -  DENNETT
 QB1204  PID         -  QB1204
 QB1204  STATE/COUNTY-  ID/WASHINGTON
 QB1204  USGS QUAD   -  MONROE BUTTE (1987)
 QB1204
 QB1204                         *CURRENT SURVEY CONTROL
 QB1204  ___________________________________________________________________
 QB1204* NAD 83(1992)-  44 32 26.74962(N)    117 06 05.00942(W)     ADJUSTED  
 QB1204* NAVD 88     -      1534.7    (meters)    5035.     (feet)  VERTCON   
 QB1204  ___________________________________________________________________
 QB1204  LAPLACE CORR-          13.31  (seconds)                    DEFLEC99
 QB1204  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 QB1204
 QB1204  HORZ ORDER  -  SECOND
 QB1204
 QB1204.The horizontal coordinates were established by classical geodetic methods
 QB1204.and adjusted by the National Geodetic Survey in July 1992..
 QB1204
 QB1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1204
 QB1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1204
 QB1204.The geoid height was determined by GEOID03.
 QB1204
 QB1204;                    North         East     Units Scale Factor Converg.
 QB1204;SPC ID W     -   320,164.317   692,606.322   MT  1.00007512   -0 56 52.7
 QB1204;SPC OR N     -   102,812.007 2,770,009.430   MT  0.99995422   +2 24 36.9
 QB1204;SPC OR N     -   337,309.73  9,087,957.45   iFT  0.99995422   +2 24 36.9
 QB1204;UTM  11      - 4,931,942.136   491,945.222   MT  0.99960080   -0 04 16.0
 QB1204
 QB1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1204!SPC ID W     -   0.99976202  x   1.00007512  =   0.99983712
 QB1204!SPC OR N     -   0.99976202  x   0.99995422  =   0.99971625
 QB1204!UTM  11      -   0.99976202  x   0.99960080  =   0.99936291
 QB1204
 QB1204:                Primary Azimuth Mark                     Grid Az
 QB1204:SPC ID W     -  MCCHORD BUTTE CAIRN                      100 51 23.2
 QB1204:SPC OR N     -  MCCHORD BUTTE CAIRN                      097 29 53.6
 QB1204:UTM  11      -  MCCHORD BUTTE CAIRN                      099 58 46.5
 QB1204
 QB1204|---------------------------------------------------------------------|
 QB1204| PID    Reference Object                     Distance      Geod. Az  |
 QB1204|                                                           dddmmss.s |
 QB1204| QB1206 MCCHORD BUTTE CAIRN                 APPROX. 1.7 KM 0995430.5 |
 QB1204| CD6371 DENNETT AZ MK                                      1251614.1 |
 QB1204| CD6372 DENNETT RM 1                         15.577 METERS 16213     |
 QB1204| CD6373 DENNETT RM 2                          4.883 METERS 23843     |
 QB1204|---------------------------------------------------------------------|
 QB1204
 QB1204                          SUPERSEDED SURVEY CONTROL
 QB1204
 QB1204  NAD 83(1991)-  44 32 26.74958(N)    117 06 05.00980(W) AD(       ) 2
 QB1204  NAD 83(1986)-  44 32 26.74899(N)    117 06 05.01092(W) AD(       ) 2
 QB1204  NAD 27      -  44 32 27.16262(N)    117 06 01.37866(W) AD(       ) 2
 QB1204  NGVD 29 (07/19/86) 1533.6    (m)         5031.     (f) VERT ANG       
 QB1204
 QB1204.Superseded values are not recommended for survey control.
 QB1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1204.See file dsdata.txt to determine how the superseded data were derived.
 QB1204
 QB1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9194531942(NAD 83)
 QB1204_MARKER: DS = TRIANGULATION STATION DISK
 QB1204_SETTING: 66 = SET IN ROCK OUTCROP
 QB1204
 QB1204  HISTORY     - Date     Condition        Report By
 QB1204  HISTORY     - 1945     MONUMENTED       CGS
 QB1204
 QB1204                          STATION DESCRIPTION
 QB1204
 QB1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1204'STATION IS LOCATED ABOUT 1 MILE W OF THE SUMMIT OF MC CHORD
 QB1204'BUTTE ON A KNOLL OF THE RIDGE WHICH LEADS THEREFROM AND DIVIDES
 QB1204'THE DRAINAGE OF ROCK AND DENNETT CREEKS, ABOUT 2 MILES E OF
 QB1204'THE SNAKE RIVER, IN THE VICINITY OF THE STILL FERRY CROSSING,
 QB1204'AND 1-1/2 MILES S OF DENNETT CREEK.
 QB1204'
 QB1204'THE STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK
 QB1204'FLUSH WITH THE SURFACE AND IS STAMPED DENNETT 1945.  IT IS
 QB1204'LOCATED IN THE N PORTION OF THE KNOLLS SUMMIT, ABOUT 21 METERS
 QB1204'NNW OF AND 3 FEET LOWER THAN A U.S. GEOLOGICAL SURVEY CAIRN
 QB1204'ON THE HIGHEST POINT.  NO UNDERGROUND OR WITNESS MARK WAS SET.
 QB1204'
 QB1204'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BEDROCK
 QB1204'OUTCROP ABOUT 1-1/2 FEET IN DIAMETER AND PROTRUDING ABOUT
 QB1204'3 INCHES.  IT IS STAMPED DENNETT NO 1 1945.  IT IS 6 METERS
 QB1204'NNW OF THE CAIRN ON THE HIGHEST POINT OF THE KNOLL.
 QB1204'
 QB1204'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 QB1204'FLUSH WITH THE SURFACE AND IS STAMPED DENNETT NO 2 1945.
 QB1204'IT IS LOCATED AT THE NW END OF THE SUMMIT AND ABOUT 20 METERS
 QB1204'NW OF THE CAIRN.
 QB1204'
 QB1204'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET FLUSH WITH THE
 QB1204'SURFACE IN THE TOP OF A PROMINENT LIMESTONE OUTCROP LOCATED ON
 QB1204'THE CREST OF THE RIDGE.  IT IS IN THE SADDLE TO THE E OF THE
 QB1204'STATION KNOLL AND IS STAMPED DENNETT 1945.
 QB1204'
 QB1204'THE STATION WAS ORIGINALLY REACHED FROM THE VICINITY OF THE
 QB1204'SNAKE RIVER CANYON.  A FAR MORE SATISFACTORY ROUTE, HOWEVER,
 QB1204'WAS LATER FOUND VIA IRON MOUNTAIN BY CONTINUING W THEREFROM
 QB1204'ON THE TRACK ROAD LEADING ALONG THE RIDGE AND TOWARD MC CHORD
 QB1204'BUTTE APPROXIMATELY 1-1/2 MILES TO THE END OF TRUCK TRAVEL
 QB1204'AT THE POINT WHERE THE ROAD LEAVES THE RIDGE.  FROM THE END OF
 QB1204'TRUCK TRAVEL CONTINUE W DOWN THE RIDGE, FOLLOWING GOOD STOCK
 QB1204'TRAIL AROUND THE N SIDE OF MC CHORD BUTTE, APPROXIMATELY
 QB1204'3 MILES TO THE FIRST PROMINENT KNOLL W OF MC CHORD BUTTE
 QB1204'(THE HIGHEST POINT AFTER DEEP SADDLE) AND STATION SITE,
 QB1204'ABOUT 2-HOURS PACK.
 QB1204'
 QB1204'THE FOLLOWING IS THE DESCRIPTION OF THE ROUTE TO REACH THE
 QB1204'END OF TRUCK TRAVEL FOR STATION IRON 1915, WHEREFROM CONTINUE
 QB1204'W AS DESCRIBED ABOVE.  STATION IS REACHED FROM MANNS CREEK
 QB1204'STORE, 10 MILES N ON U.S. HIGHWAY 95 FROM WEISER.  FROM THE
 QB1204'MANNS CREEK STORE GO N ON HIGHWAY 95 FOR 1.3 MILES TO FORK
 QB1204'ON LEFT AT SIGN MANNS CREEK RANGER STATION.  TURN LEFT OFF
 QB1204'THE HIGHWAY AND CONTINUE ON DIRT ROAD 10.5 MILES TO THE RANGER
 QB1204'STATION ON LEFT.  CONTINUE 0.4 MILE TO ROAD FORK.  THENCE
 QB1204'TAKE LEFT FORK, LEADING UP STACY CREEK, AND CONTINUE 5.45
 QB1204'MILES TO THE ROAD INTERSECTION AT THE SUMMIT AND THE END OF TRUCK
 QB1204'TRAVEL FOR STATION IRON 1915.  HERE TURN LEFT AND
 QB1204'CONTINUE W AS STATED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1207 ***********************************************************************
 QB1207  DESIGNATION -  DENNETT CAIRN
 QB1207  PID         -  QB1207
 QB1207  STATE/COUNTY-  ID/WASHINGTON
 QB1207  USGS QUAD   -  MONROE BUTTE (1987)
 QB1207
 QB1207                         *CURRENT SURVEY CONTROL
 QB1207  ___________________________________________________________________
 QB1207* NAD 83(1992)-  44 32 26.11748(N)    117 06 04.60591(W)     ADJUSTED  
 QB1207* NAVD 88     -      1535.5    (meters)    5038.     (feet)  VERTCON   
 QB1207  ___________________________________________________________________
 QB1207  LAPLACE CORR-          13.32  (seconds)                    DEFLEC99
 QB1207  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 QB1207
 QB1207  HORZ ORDER  -  THIRD
 QB1207
 QB1207.The horizontal coordinates were established by classical geodetic methods
 QB1207.and adjusted by the National Geodetic Survey in July 1992..
 QB1207
 QB1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1207
 QB1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1207
 QB1207.The geoid height was determined by GEOID03.
 QB1207
 QB1207;                    North         East     Units Scale Factor Converg.
 QB1207;SPC ID W     -   320,144.658   692,614.907   MT  1.00007510   -0 56 52.4
 QB1207;SPC OR N     -   102,792.887 2,770,019.151   MT  0.99995425   +2 24 37.2
 QB1207;SPC OR N     -   337,247.00  9,087,989.34   iFT  0.99995425   +2 24 37.2
 QB1207;UTM  11      - 4,931,922.620   491,954.102   MT  0.99960080   -0 04 15.7
 QB1207
 QB1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1207!SPC ID W     -   0.99976189  x   1.00007510  =   0.99983697
 QB1207!SPC OR N     -   0.99976189  x   0.99995425  =   0.99971615
 QB1207!UTM  11      -   0.99976189  x   0.99960080  =   0.99936279
 QB1207
 QB1207                          SUPERSEDED SURVEY CONTROL
 QB1207
 QB1207  NAD 83(1991)-  44 32 26.11743(N)    117 06 04.60628(W) AD(       ) 4
 QB1207  NAD 83(1986)-  44 32 26.11685(N)    117 06 04.60741(W) AD(       ) 4
 QB1207  NAD 27      -  44 32 26.53047(N)    117 06 00.97515(W) AD(       ) 3
 QB1207  NGVD 29 (07/19/86) 1534.4    (m)         5034.     (f) VERT ANG       
 QB1207
 QB1207.Superseded values are not recommended for survey control.
 QB1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1207.See file dsdata.txt to determine how the superseded data were derived.
 QB1207
 QB1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9195431923(NAD 83)
 QB1207_MARKER: 72 = CAIRN
 QB1207
 QB1207  HISTORY     - Date     Condition        Report By
 QB1207  HISTORY     - 1945     FIRST OBSERVED   CGS
 QB1207  HISTORY     - 1983     GOOD             LOCENG
 QB1207
 QB1207                          STATION DESCRIPTION
 QB1207
 QB1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB1207'THE STATION WAS ORIGINALLY REACHED FROM THE VICINITY OF THE
 QB1207'SNAKE RIVER CANYON.  A FAR MORE SATISFACTORY ROUTE, HOWEVER,
 QB1207'WAS LATER FOUND VIA IRON MOUNTAIN BY CONTINUING W THEREFROM
 QB1207'ON THE TRACK ROAD LEADING ALONG THE RIDGE AND TOWARD MC CHORD
 QB1207'BUTTE APPROXIMATELY 1-1/2 MILES TO THE END OF TRUCK TRAVEL
 QB1207'AT THE POINT WHERE THE ROAD LEAVES THE RIDGE.  FROM THE END OF
 QB1207'TRUCK TRAVEL CONTINUE W DOWN THE RIDGE, FOLLOWING GOOD STOCK
 QB1207'TRAIL AROUND THE N SIDE OF MC CHORD BUTTE, APPROXIMATELY
 QB1207'3 MILES TO THE FIRST PROMINENT KNOLL W OF MC CHORD BUTTE
 QB1207'(THE HIGHEST POINT AFTER DEEP SADDLE) AND STATION SITE,
 QB1207'ABOUT 2-HOURS PACK.
 QB1207
 QB1207                          STATION RECOVERY (1983)
 QB1207
 QB1207'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 QB1207'THE ROCK CAIRN IS ABOUT 3 FEET HIGH AND WAS RECOVERED IN GOOD
 QB1207'CONDITION AS DESCRIBED.  THE TO REACH INSTRUCTIONS SHOULD BE THE
 QB1207'SAME AS FOR STATION DENNETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1319 ***********************************************************************
 RA1319  DESIGNATION -  DENNY
 RA1319  PID         -  RA1319
 RA1319  STATE/COUNTY-  ID/IDAHO
 RA1319  USGS QUAD   -  POLLOCK (1979)
 RA1319
 RA1319                         *CURRENT SURVEY CONTROL
 RA1319  ___________________________________________________________________
 RA1319* NAD 83(1992)-  45 17 10.66971(N)    116 19 28.88523(W)     ADJUSTED  
 RA1319* NAVD 88     -      1639.6    (meters)    5379.     (feet)  VERTCON   
 RA1319  ___________________________________________________________________
 RA1319  LAPLACE CORR-          13.97  (seconds)                    DEFLEC99
 RA1319  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 RA1319
 RA1319  HORZ ORDER  -  SECOND
 RA1319
 RA1319.The horizontal coordinates were established by classical geodetic methods
 RA1319.and adjusted by the National Geodetic Survey in July 1992..
 RA1319
 RA1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1319
 RA1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1319
 RA1319.The geoid height was determined by GEOID03.
 RA1319
 RA1319;                    North         East     Units Scale Factor Converg.
 RA1319;SPC ID W     -   402,282.224   754,916.724   MT  0.99995831   -0 24 30.2
 RA1319;UTM  11      - 5,014,976.975   552,958.991   MT  0.99963448   +0 28 47.7
 RA1319
 RA1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1319!SPC ID W     -   0.99974538  x   0.99995831  =   0.99970370
 RA1319!UTM  11      -   0.99974538  x   0.99963448  =   0.99937995
 RA1319
 RA1319|---------------------------------------------------------------------|
 RA1319| PID    Reference Object                     Distance      Geod. Az  |
 RA1319|                                                           dddmmss.s |
 RA1319| CH7221 DENNY RM 1                            5.475 METERS 12115     |
 RA1319| CH7222 DENNY RM 2                           11.786 METERS 18147     |
 RA1319| CH7220 DENNY AZ MK                                        2911600.9 |
 RA1319|---------------------------------------------------------------------|
 RA1319
 RA1319                          SUPERSEDED SURVEY CONTROL
 RA1319
 RA1319  NAD 83(1991)-  45 17 10.67066(N)    116 19 28.88383(W) AD(       ) 2
 RA1319  NAD 83(1986)-  45 17 10.67069(N)    116 19 28.88384(W) AD(       ) 2
 RA1319  NAD 27      -  45 17 11.07521(N)    116 19 25.42083(W) AD(       ) 2
 RA1319  NGVD 29 (07/19/86) 1638.5    (m)         5376.     (f) VERT ANG       
 RA1319
 RA1319.Superseded values are not recommended for survey control.
 RA1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1319.See file dsdata.txt to determine how the superseded data were derived.
 RA1319
 RA1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5295914977(NAD 83)
 RA1319_MARKER: DS = TRIANGULATION STATION DISK
 RA1319_SETTING: 0 = UNSPECIFIED SETTING
 RA1319
 RA1319  HISTORY     - Date     Condition        Report By
 RA1319  HISTORY     - 1946     MONUMENTED       CGS
 RA1319
 RA1319                          STATION DESCRIPTION
 RA1319
 RA1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1319'STATION IS LOCATED ON THE HIGHEST POINT ON A BARE RIDGE THAT RUNS N
 RA1319'TO S, ABOUT 25 MILES N OF NEW MEADOWS, ABOUT 2 MILES E OF POLLOCK,
 RA1319'AND ABOUT 10 MILES S OF RIGGINS.
 RA1319'
 RA1319'STATION MARK IS A BRONZE STATION DISK STAMPED DENNY 1946 AND IS
 RA1319'WELDED TO A 3-FOOT LENGTH OF SOIL PIPE SET IN CONCRETE.  IT PROJECTS
 RA1319'8 INCHES.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 RA1319'CONCRETE.
 RA1319'
 RA1319'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 3- BY 1- FOOT
 RA1319'BOULDER AND IS STAMPED DENNY NO 1 1946.  IT IS 6 FEET LOWER THAN THE
 RA1319'STATION AND PROJECTS 1 FOOT.
 RA1319'
 RA1319'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 2- BY 2- FOOT
 RA1319'BOULDER AND IS STAMPED DENNY NO 2 1946.  IT IS 5 FEET LOWER THAN THE
 RA1319'STATION AND PROJECTS 8 INCHES.
 RA1319'
 RA1319'AZIMUTH MARK IS SET IN A BOULDER 8 FEET N OF A SMALL CAIRN.  MARK IS
 RA1319'LOCATED ON THE RIDGE TRAVELED ENROUTE TO THE STATION, ABOUT 0.3 MILE
 RA1319'BEFORE REACHING STATION.  IT IS A BRONZE AZIMUTH DISK STAMPED DENNY
 RA1319'1946 AND IS FLUSH WITH THE SURROUNDING GROUND.
 RA1319'
 RA1319'PICTURE POINT IS A LONE PINE TREE 4 FEET N OF A ROCK LEDGE.  IT IS
 RA1319'7.73 METERS LOWER THAN THE STATION.
 RA1319'
 RA1319'TO REACH FROM THE POLLOCK POST OFFICE, GO S ON U.S. HIGHWAY 95 FOR
 RA1319'1.25 MILES TO A T-ROAD LEFT AT SIGN DENNY CREEK ROAD.  TURN LEFT AND
 RA1319'FOLLOW DIRT ROAD FOR 0.6 MILE TO A FORK, KEEP RIGHT FORK FOR 1 MILE
 RA1319'TO A FORK, KEEP LEFT FORK FOR 0.55 MILE TO A FORK, KEEP RIGHT FORK
 RA1319'FOR 0.6 MILE TO A FORK, KEEP RIGHT FORK FOR 1.35 MILES TO A FORK,
 RA1319'KEEP RIGHT FORK FOR 0.25 MILE TO A T-JUNCTION, KEEP THE
 RA1319'RIGHT-HAND ROAD FOR 1.85 MILES TO THE END OF THE ROAD.  FROM THIS
 RA1319'POINT PACK UP THE RIDGE TO THE LEFT (E) FOR ABOUT 1/2 MILE TO A BARE
 RA1319'RIDGE AND STATION AS DESCRIBED.  AZIMUTH MARK IS ON THE FIRST
 RA1319'KNOLL CROSSED ENROUTE TO STATION.  PACK WILL REQUIRE ABOUT 45
 RA1319'MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1116 ***********************************************************************
 NV1116  DESIGNATION -  DEPOSIT
 NV1116  PID         -  NV1116
 NV1116  STATE/COUNTY-  ID/TWIN FALLS
 NV1116  USGS QUAD   -  HAGERMAN (1992)
 NV1116
 NV1116                         *CURRENT SURVEY CONTROL
 NV1116  ___________________________________________________________________
 NV1116* NAD 83(1992)-  42 51 58.69024(N)    114 56 51.67350(W)     ADJUSTED  
 NV1116* NAVD 88     -      1046.5    (meters)    3433.     (feet)  VERTCON   
 NV1116  ___________________________________________________________________
 NV1116  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 NV1116  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 NV1116
 NV1116  HORZ ORDER  -  SECOND
 NV1116
 NV1116.The horizontal coordinates were established by classical geodetic methods
 NV1116.and adjusted by the National Geodetic Survey in July 1992..
 NV1116
 NV1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1116
 NV1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1116
 NV1116.The geoid height was determined by GEOID03.
 NV1116
 NV1116;                    North         East     Units Scale Factor Converg.
 NV1116;SPC ID C     -   133,682.430   422,561.151   MT  1.00002112   -0 38 41.0
 NV1116;UTM  11      - 4,748,011.155   667,645.607   MT  0.99994577   +1 23 47.4
 NV1116
 NV1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1116!SPC ID C     -   0.99983833  x   1.00002112  =   0.99985945
 NV1116!UTM  11      -   0.99983833  x   0.99994577  =   0.99978411
 NV1116
 NV1116:                Primary Azimuth Mark                     Grid Az
 NV1116:SPC ID C     -  GOODING AIRPORT AIRWAY BCN 20            071 28 19.7
 NV1116:UTM  11      -  GOODING AIRPORT AIRWAY BCN 20            069 25 51.3
 NV1116
 NV1116|---------------------------------------------------------------------|
 NV1116| PID    Reference Object                     Distance      Geod. Az  |
 NV1116|                                                           dddmmss.s |
 NV1116| NV1108 GOODING AIRPORT AIRWAY BCN 20       APPROX.16.6 KM 0704938.7 |
 NV1116| CD4983 DEPOSIT RM 1                          9.045 METERS 10055     |
 NV1116| CD6120 CLOVER PP                                          30426     |
 NV1116| CD4982 DEPOSIT AZ MK                                      3051939.8 |
 NV1116| CD4984 DEPOSIT RM 2                          6.717 METERS 34056     |
 NV1116| NV1118 BLISS UNION PACIFIC RR TANK         APPROX. 6.8 KM 3582812.3 |
 NV1116|---------------------------------------------------------------------|
 NV1116
 NV1116                          SUPERSEDED SURVEY CONTROL
 NV1116
 NV1116  NAD 83(1986)-  42 51 58.68861(N)    114 56 51.67198(W) AD(       ) 2
 NV1116  NAD 27      -  42 51 59.04200(N)    114 56 48.45700(W) AD(       ) 2
 NV1116  NGVD 29 (07/19/86) 1045.7    (m)         3431.     (f) VERT ANG       
 NV1116
 NV1116.Superseded values are not recommended for survey control.
 NV1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1116.See file dsdata.txt to determine how the superseded data were derived.
 NV1116
 NV1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6764648011(NAD 83)
 NV1116_MARKER: Z = SEE DESCRIPTION
 NV1116_SETTING: 0 = UNSPECIFIED SETTING
 NV1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1116
 NV1116  HISTORY     - Date     Condition        Report By
 NV1116  HISTORY     - 1945     MONUMENTED       CGS
 NV1116  HISTORY     - 1947     SEE DESCRIPTION  USGS
 NV1116  HISTORY     - 1959     SEE DESCRIPTION  CGS
 NV1116  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NV1116
 NV1116                          STATION DESCRIPTION
 NV1116
 NV1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1116'STATION IS LOCATED ABOUT 4 MILES S OF BLISS, 3 MILES NW
 NV1116'OF HAGERMAN, ON A GRASS-COVERED KNOLL WHICH DOES NOT PRESENT
 NV1116'A VERY DISTINCTIVE RISE IN ELEVATION.  IT IS 120 FEET NNE
 NV1116'OF THE CENTER LINE OF A DIRT ROAD AND ON THE HIGHEST PART
 NV1116'OF THE KNOLL.  MARK IS STRAMPED DEPOSIT 1945 AND PROJECTS ABOUT
 NV1116'4 INCHES ABOVE GROUND.
 NV1116'
 NV1116'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NV1116'DISKS SET IN CONCRETE.
 NV1116'
 NV1116'REFERENCE MARK 1 IS STAMPED DEPOSIT NO 1 1945 AND PROJECTS
 NV1116'ABOUT 4 INCHES.  IT IS 117 FEET NNE OF THE CENTER LINE OF DIRT
 NV1116'ROAD AND AT ABOUT THE SAME ELEVATION AS STATION MARK.
 NV1116'
 NV1116'REFERENCE MARK 2 IS STAMPED DEPOSIT NO 2 1945 AND PROJECTS ABOUT 5
 NV1116'INCHES.  IT IS ABOUT 142 FEET N OF THE CENTER LINE OF DIRT
 NV1116'ROAD AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 NV1116'
 NV1116'AZIMUTH MARK IS STAMPED DEPOSIT 1945 AND PROJECTS ABOUT 4 INCHES
 NV1116'ABOVE GROUND.  IT IS LOCATED DIRECTLY UNDER A POWER-TRANSMISSION
 NV1116'LINE, 27 FEET NE OF THE INTERSECTION OF CROSS ROADS, 108 FEET
 NV1116'W OF POWER-TRANSMISSION LINE POLE, AND 21 FEET N OF THE CENTER
 NV1116'LINE OF AN E-W ROAD.
 NV1116'
 NV1116'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 NV1116'STATE HIGHWAY 24 (0.1 MILE E OF THE TOWN OF BLISS), GO S
 NV1116'ON U.S. HIGHWAY 30 FOR 1.2 MILES TO THE FOOT OF A GRADE AND A
 NV1116'GRAVEL ROAD ON THE RIGHT.  TURN SHARP RIGHT (NW) AND GO
 NV1116'1.2 MILES TO A BRIDGE OVER THE SNAKE RIVER, CROSS BRIDGE
 NV1116'AND CONTINUE 0.5 MILE TO THE BRIDGE OVER A CANAL, CROSS
 NV1116'BRIDGE AND TURN SHARP LEFT (S) FOR 1.45 MILES TO A CATTLE
 NV1116'GUARD AND FORKS JUST S OF THE CATTLE GUARD, TAKE THE RIGHT
 NV1116'FORK UP HILL TO THE SW FOR 2.2 MILES TO A FORKS, CONTINUE
 NV1116'ON THE LEFT FORK S FOR 0.7 MILE TO POWER-TRANSMISSION LINE
 NV1116'AND CROSSROADS.  TURN LEFT (E) FOR 200 FEET, THEN GO RIGHT
 NV1116'(S) FOR 0.3 MILE ON A DIRT ROAD TO THE STATION WHICH IS 7
 NV1116'FEET S OF A WHITE WOODEN WITNESS POST.
 NV1116'
 NV1116'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE DIRT
 NV1116'ROAD NW FOR 0.3 MILE TO ROAD INTERSECTION AND POWER-TRANSMISSION
 NV1116'LINE AND THE MARK.
 NV1116
 NV1116                          STATION RECOVERY (1947)
 NV1116
 NV1116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 NV1116'RECOVERED BY USGS IN 1947.
 NV1116'
 NV1116'STATION MARK--BRONZE DISK SET IN CONCRETE, STAMPED---DEPOSIT 1945---,
 NV1116'AND PROJECTING ABOUT 4 IN. ABOVE GROUND.
 NV1116
 NV1116                          STATION RECOVERY (1959)
 NV1116
 NV1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV1116'THE STATION, REFERENCE AND AZIMUTH MARK WERE ALL RECOVERED AS
 NV1116'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 NV1116'TO THE REFERENCE MARKS CHECKED THOSE OF 1945 WITHIN ACCEPTABLE
 NV1116'LIMITS.  THE TO REACH WAS FOUND TO BE IN ERROR AND A NEW ONE
 NV1116'WAS WRITTEN THIS DATE.
 NV1116'
 NV1116'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND ABANDONED
 NV1116'HIGHWAY 30 AT BLISS GO SOUTH, DOWN GRADE, ON ABANDONED HIGHWAY
 NV1116'30 FOR 1.1 MILE TO A POWER LINE CROSSING THE HIGHWAY AND A
 NV1116'GRAVEL ROAD ON THE RIGHT.  TURN RIGHT, NORTHWEST, AND GO FOR
 NV1116'1.1 MILES TO A BRIDGE OVER THE SNAKE RIVER.  CROSS BRIDGE AND
 NV1116'SOUTH, UP GRADE, ON GRAVEL ROAD FOR 0.5 MILE TO A CANAL BRIDGE
 NV1116'AND FORKS.  CROSS BRIDGE AND TAKE LEFT FORK SOUTH FOR 1.35
 NV1116'MILES TO A FENCE LINE AND CATTLE PEN ON THE LEFT.  PASS THRU
 NV1116'OPENING IN FENCE LINE AND GO UP GRADE, SOUTHWEST, ON MAIN
 NV1116'TRAVELED ROAD FOR 1.9 MILES TO THE FIRST SET OF POWER
 NV1116'TRANSMISSION LINES, CONTINUE STRAIGHT AHEAD, SOUTH, FOR
 NV1116'0.1 MILE TO A FORK.  TAKE LEFT FORK SOUTH FOR 0.25 MILE TO
 NV1116'THE SECOND SET OF POWER TRANSMISSION LINES AND CROSS
 NV1116'ROADS, CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.4 TO THE THIRD
 NV1116'SET OF POWER TRANSMISSION LINES.  THE AZIMUTH MARK IS AT
 NV1116'THIS POINT ON THE LEFT SIDE OF THE ROAD.  TAKE MAIN TRAVELED
 NV1116'ROAD SOUTH ABOUT 50 FEET, THENCE 0.3 MILE EASTERLY ON TRACK
 NV1116'ROAD TO THE STATION ON THE LEFT.
 NV1116
 NV1116                          STATION RECOVERY (1974)
 NV1116
 NV1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NV1116'THE STATION MARK, AND BOTH REFERENCE MARKS WERE FOUND UNEARTHED
 NV1116'AT THE END OF THE FIELD.  THE AZIMUTH MARK WAS SEARCHED FOR, BUT
 NV1116'NOT RECOVERED, IT IS ALSO BELIEVED TO BE DESTROYED.  THE
 NV1116'UNDERGROUND MARK WAS DUG FOR, AND FOUND IN GOOD CONDITION.  THE
 NV1116'AREA IS NOW A BIG CULTIVATED FIELD.  THE FARMER OBJECTED
 NV1116'TO ANY CONCRETE MARKS ON THE SURFACE.  USING THE
 NV1116'UNDERGROUND MARK TRIANGULATION STATION DEPOSIT 2 WAS
 NV1116'ESTABLISHED.  SEE DESCRIPTION THEREOF.  THE
 NV1116'UNDERGROUND MARK WAS LEFT UNDISTURBED.
 NV1116'
 NV1116'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 NV1116'SOUTH OF BLISS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1115 ***********************************************************************
 NV1115  DESIGNATION -  DEPOSIT 2
 NV1115  PID         -  NV1115
 NV1115  STATE/COUNTY-  ID/TWIN FALLS
 NV1115  USGS QUAD   -  HAGERMAN (1992)
 NV1115
 NV1115                         *CURRENT SURVEY CONTROL
 NV1115  ___________________________________________________________________
 NV1115* NAD 83(1992)-  42 52 21.78577(N)    114 57 15.22750(W)     ADJUSTED  
 NV1115* NAVD 88     -      1038.5    (meters)    3407.     (feet)  VERTCON   
 NV1115  ___________________________________________________________________
 NV1115  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 NV1115  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 NV1115
 NV1115  HORZ ORDER  -  THIRD
 NV1115
 NV1115.The horizontal coordinates were established by classical geodetic methods
 NV1115.and adjusted by the National Geodetic Survey in July 1992..
 NV1115.No horizontal observational check was made to the station.
 NV1115
 NV1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1115
 NV1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1115
 NV1115.The geoid height was determined by GEOID03.
 NV1115
 NV1115;                    North         East     Units Scale Factor Converg.
 NV1115;SPC ID C     -   134,401.128   422,034.589   MT  1.00002212   -0 38 57.3
 NV1115;SPC ID W     -   134,264.708   865,017.467   MT  0.99998532   +0 32 29.2
 NV1115;UTM  11      - 4,748,710.587   667,093.822   MT  0.99994350   +1 23 31.9
 NV1115
 NV1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1115!SPC ID C     -   0.99983958  x   1.00002212  =   0.99986170
 NV1115!SPC ID W     -   0.99983958  x   0.99998532  =   0.99982491
 NV1115!UTM  11      -   0.99983958  x   0.99994350  =   0.99978309
 NV1115
 NV1115:                Primary Azimuth Mark                     Grid Az
 NV1115:SPC ID C     -  BLISS UNION PACIFIC RR TANK              003 59 18.4
 NV1115:SPC ID W     -  BLISS UNION PACIFIC RR TANK              002 47 51.9
 NV1115:UTM  11      -  BLISS UNION PACIFIC RR TANK              001 56 49.2
 NV1115
 NV1115|---------------------------------------------------------------------|
 NV1115| PID    Reference Object                     Distance      Geod. Az  |
 NV1115|                                                           dddmmss.s |
 NV1115| NV1118 BLISS UNION PACIFIC RR TANK         APPROX. 6.1 KM 0032021.1 |
 NV1115| CD4985 DEPOSIT 2 RM 3                       19.477 METERS 09545     |
 NV1115| CD4987 DEPOSIT 2 RM 5                                     1351536.6 |
 NV1115| CD4986 DEPOSIT 2 RM 4                       18.010 METERS 32701     |
 NV1115|---------------------------------------------------------------------|
 NV1115
 NV1115                          SUPERSEDED SURVEY CONTROL
 NV1115
 NV1115  NAD 83(1986)-  42 52 21.78415(N)    114 57 15.22598(W) AD(       ) 3
 NV1115  NAD 27      -  42 52 22.13790(N)    114 57 12.01000(W) AD(       ) 3
 NV1115  NGVD 29 (07/19/86) 1037.7    (m)         3405.     (f) VERT ANG       
 NV1115
 NV1115.Superseded values are not recommended for survey control.
 NV1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1115.See file dsdata.txt to determine how the superseded data were derived.
 NV1115
 NV1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6709448711(NAD 83)
 NV1115_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1115
 NV1115  HISTORY     - Date     Condition        Report By
 NV1115  HISTORY     - 1974     MONUMENTED       NGS
 NV1115
 NV1115                          STATION DESCRIPTION
 NV1115
 NV1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NV1115'THE STATION IS 3 MILES SOUTH-SOUTHWEST OF BLISS ON GOVERNMENT
 NV1115'OWNED LAND.
 NV1115'
 NV1115'TO REACH THE STATION FROM THE BLISS POST OFFICE GO SOUTH, DOWN
 NV1115'GRADE ON THE MACADAM ROAD, (OLD HIGHWAY) FOR 1.1 MILES TO A
 NV1115'MACADAM ROAD RIGHT, TURN RIGHT, AND GO WESTERLY ON THE MACADAM,
 NV1115'AND GRAVELED ROAD FOR 1.2 MILES TO THE BRIDGE OVER THE SNAKE
 NV1115'RIVER, CROSS THE BRIDGE, AND GO SOUTHWEST ON THE GRAVELED
 NV1115'ROAD FOR 0.5 MILE TO A T INTERSECTION, TURN LEFT AS PER SIGN,
 NV1115'YAHOO CREEK, AND GO SOUTHEAST ON THE DIRT ROAD FOR 1.5 MILES
 NV1115'TO A FORK, JUST WEST OF A SMALL CORRAL, TAKE THE RIGHT FORK,
 NV1115'MAIN TRAVELED ROAD, SOUTHWEST, UPGRADE, FOR 1.7 MILES TO AN
 NV1115'OPENING IN THE FENCE, TURN LEFT, AND GO SOUTH ON THE WEST
 NV1115'SIDE OF THE FENCE FOR 0.5 MILE TO A FENCE CORNER, TURN LEFT,
 NV1115'AND GO EAST ON THE SOUTH SIDE OF THE FENCE FOR 0.25 MILE TO A
 NV1115'FENCE CORNER, TURN RIGHT, AND GO SOUTH ON THE EAST SIDE OF
 NV1115'THE FENCE FOR 0.3 MILE TO A FENCE CORNER, A GATE, AND THE
 NV1115'STATION ON THE LEFT.
 NV1115'
 NV1115'THE STATION MARK, STAMPED DEPOSIT 2 1974, IS A STANDARD DISK
 NV1115'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES,
 NV1115'32 FEET EAST-NORTHEAST OF THE FENCE CORNER, 14 FEET EAST-NORTHEAST
 NV1115'OF THE EAST END OF THE GATE, 6 FEET NORTH OF THE EAST-WEST FENCE
 NV1115'LINE, AND 2 FEET EAST OF A METAL WITNESS POST.
 NV1115'
 NV1115'REFERENCE MARK NO. 3, STAMPED DEPOSIT 2 NO 3 1974, IS A
 NV1115'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NV1115'PROJECTS 3-INCHES, 96 FEET EAST OF THE FENCE CORNER, AND 1.5
 NV1115'FEET NORTH OF THE FENCE.
 NV1115'
 NV1115'REFERENCE MARK NO. 4, STAMPED DEPOSIT 2 NO 4 1974, IS A STANDARD
 NV1115'DISK IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NV1115'5-INCHES, 55 FEET NORTH OF THE FENCE CORNER, AND 1 FOOT EAST
 NV1115'OF THE FENCE.
 NV1115'
 NV1115'TO REACH REFERENCE MARK NO. 5, (AZIMUTH MARK) FROM THE STATION
 NV1115'GO EAST ON THE SOUTH SIDE OF THE FENCE FOR 0.25 MILE TO THE
 NV1115'FENCE CORNER, THEN GO SOUTH ON THE WEST SIDE OF THE FENCE
 NV1115'FOR 0.3 MILE TO A SIDE ROAD RIGHT, A FENCE CORNER, AND THE
 NV1115'MARK ON THE LEFT.
 NV1115'
 NV1115'REFERENCE MARK NO. 5, STAMPED DEPOSIT 2 AZ NO 5 1974, IS A
 NV1115'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NV1115'PROJECTS 4-INCHES, 80 FEET NORTH-NORTHEAST OF THE T ROAD
 NV1115'INTERSECTION, 27 FEET EAST OF THE FENCE CORNER, 1 FOOT NORTH
 NV1115'OF THE EAST-WEST FENCE LINE, AND 1 FOOT WEST OF A METAL WITNESS
 NV1115'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1845 ***********************************************************************
 RZ1845  DESIGNATION -  DERRICK
 RZ1845  PID         -  RZ1845
 RZ1845  STATE/COUNTY-  ID/NEZ PERCE
 RZ1845  USGS QUAD   -  LEWISTON ORCHARDS SOUTH (1972)
 RZ1845
 RZ1845                         *CURRENT SURVEY CONTROL
 RZ1845  ___________________________________________________________________
 RZ1845* NAD 83(1992)-  46 18 33.06112(N)    116 56 15.65481(W)     ADJUSTED  
 RZ1845* NAVD 88     -       669.     (meters)    2195.     (feet)  SCALED    
 RZ1845  ___________________________________________________________________
 RZ1845  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 RZ1845  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 RZ1845
 RZ1845  HORZ ORDER  -  THIRD
 RZ1845
 RZ1845.The horizontal coordinates were established by classical geodetic methods
 RZ1845.and adjusted by the National Geodetic Survey in July 1992..
 RZ1845
 RZ1845.The orthometric height was scaled from a topographic map.
 RZ1845
 RZ1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1845
 RZ1845.The geoid height was determined by GEOID03.
 RZ1845
 RZ1845;                    North         East     Units Scale Factor Converg.
 RZ1845;SPC ID W     -   516,490.752   708,518.418   MT  1.00003617   -0 51 31.8
 RZ1845;SPC WA S     -   114,660.267   774,294.331   MT  0.99992613   +2 35 15.6
 RZ1845;SPC WA S     -   376,181.23  2,540,330.65   sFT  0.99992613   +2 35 15.6
 RZ1845;UTM  11      - 5,128,402.735   504,798.488   MT  0.99960028   +0 02 42.2
 RZ1845
 RZ1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1845!SPC ID W     -   0.99989794  x   1.00003617  =   0.99993410
 RZ1845!SPC WA S     -   0.99989794  x   0.99992613  =   0.99982407
 RZ1845!UTM  11      -   0.99989794  x   0.99960028  =   0.99949826
 RZ1845
 RZ1845                          SUPERSEDED SURVEY CONTROL
 RZ1845
 RZ1845  NAD 83(1991)-  46 18 33.06120(N)    116 56 15.65442(W) AD(       ) 4
 RZ1845  NAD 83(1986)-  46 18 33.06873(N)    116 56 15.65158(W) AD(       ) 4
 RZ1845  NAD 27      -  46 18 33.48560(N)    116 56 12.11668(W) AD(       ) 3
 RZ1845
 RZ1845.Superseded values are not recommended for survey control.
 RZ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1845.See file dsdata.txt to determine how the superseded data were derived.
 RZ1845
 RZ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0479828403(NAD 83)
 RZ1845_MARKER: Z = SEE DESCRIPTION
 RZ1845_SETTING: 0 = UNSPECIFIED SETTING
 RZ1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1845
 RZ1845  HISTORY     - Date     Condition        Report By
 RZ1845  HISTORY     - 1945     MONUMENTED       CGS
 RZ1845  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RZ1845
 RZ1845                          STATION DESCRIPTION
 RZ1845
 RZ1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 RZ1845'THE STATION IS LOCATED ABOUT 8 MILES SSE OF LEWISTON, ABOUT
 RZ1845'4 MILES E OF THE SNAKE RIVER, AND IN A CULTIVATED FIELD.  IT
 RZ1845'IS 61.5 FEET SW OF AN OLD ABANDONED OIL DERRICK AND 190 FEET
 RZ1845'E OF A N-S FENCE LINE.
 RZ1845'
 RZ1845'STATION MARK IS A BRONZE STATION DISK, STAMPED DERRICK 1941,
 RZ1845'AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING
 RZ1845'4 INCHES.
 RZ1845'
 RZ1845'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED NO 1, AND
 RZ1845'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING
 RZ1845'4 INCHES.  IT IS 85.5 FEET SW OF THE OIL DERRICK AND 165 FEET
 RZ1845'E OF THE N-S FENCE LINE.  A CHECK WAS MADE IN THE MEASUREMENT
 RZ1845'TO THE MARK.  THE DISTANCE FOUND TO BE 24.99 FEET INSTEAD OF
 RZ1845'THE U.S.G.S. MEASUREMENT OF 25.02 FEET, THE DIFFERENCE BEING
 RZ1845'DUE TO THE FACT THAT THERE IS NO DEFINITE POINT TO MEASURE TO.
 RZ1845'THE NEW MEASUREMENT WAS TAKEN FROM THE CENTER OF THE MARK.
 RZ1845'
 RZ1845'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED NO 2,
 RZ1845'AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING
 RZ1845'4 INCHES.  IT IS 62 FEET W OF THE OIL DERRICK AND 190 FEET
 RZ1845'E OF THE N-S FENCE LINE.  A CHECK WAS MADE IN THE MEASUREMENT
 RZ1845'TO THE MARK.  THE DISTANCE FOUND TO BE 29.45 FEET INSTEAD OF
 RZ1845'THE U.S.G.S. MEASUREMENT OF 29.04 FEET, THE DIFFERENCE BEING
 RZ1845'DUE TO THE FACT THAT THERE IS NO DEFINITE POINT TO MEASURE TO.
 RZ1845'THE NEW MEASUREMENT WAS TAKEN FROM THE CENTER OF THE MARK.
 RZ1845'
 RZ1845'TO REACH THE STATION FROM THE E END OF THE SNAKE RIVER BRIDGE
 RZ1845'IN LEWISTON, GO S ON THE HARD-SURFACED ROAD, PARALLELING THE
 RZ1845'SNAKE RIVER, FOR 2.0 MILES TO A FORKS.  TAKE THE RIGHT FORK,
 RZ1845'S, AND CONTINUE FOR 2.2 MILES TO A FORKS.  TAKE LEFT FORK, E,
 RZ1845'AND CONTINUE FOR 3.6 MILES TO A SIDE ROAD LEFT.  KEEP MAIN
 RZ1845'TRAVELED ROAD, STRAIGHT AHEAD, E, AND CONTINUE FOR 0.8 MILE TO
 RZ1845'A FORKS.  TAKE LEFT FORK, E, AND CONTINUE FOR 1.4 MILES TO A
 RZ1845'SIDE ROAD RIGHT AND A SMALL ELEVATED WATER TANK ON THE LEFT.
 RZ1845'TURN RIGHT, S, AND CONTINUE FOR 4 MILES TO THE STATION ON THE
 RZ1845'LEFT AS DESCRIBED.
 RZ1845'
 RZ1845'THE STATION WAS NOT OCCUPIED.  A TRAVERSE CONNECTION WAS MADE
 RZ1845'FROM STATION TAMMANY.
 RZ1845
 RZ1845                          STATION RECOVERY (1959)
 RZ1845
 RZ1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1845'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT
 RZ1845'BE FOUND AND IS PRESUMED LOST.
 RZ1845'
 RZ1845'A TRAVERSE HAD BEEN MADE TO THIS STATION FROM TRIANGULATION
 RZ1845'STATION TAMMANY 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0892 ***********************************************************************
 OY0892  DESIGNATION -  DESERT
 OY0892  PID         -  OY0892
 OY0892  STATE/COUNTY-  ID/BINGHAM
 OY0892  USGS QUAD   -  COFFEE POINT NE (1973)
 OY0892
 OY0892                         *CURRENT SURVEY CONTROL
 OY0892  ___________________________________________________________________
 OY0892* NAD 83(1994)-  43 13 40.17070(N)    112 50 45.73526(W)     ADJUSTED  
 OY0892* NAVD 88     -      1470.2    (meters)    4823.     (feet)  VERTCON   
 OY0892  ___________________________________________________________________
 OY0892  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 OY0892  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 OY0892
 OY0892  HORZ ORDER  -  SECOND
 OY0892
 OY0892.The horizontal coordinates were established by classical geodetic methods
 OY0892.and adjusted by the National Geodetic Survey in June 1998..
 OY0892
 OY0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0892
 OY0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0892
 OY0892.The geoid height was determined by GEOID03.
 OY0892
 OY0892;                    North         East     Units Scale Factor Converg.
 OY0892;SPC ID E     -   173,631.557   144,811.372   MT  0.99998482   -0 27 55.1
 OY0892;UTM  12      - 4,787,769.262   350,087.990   MT  0.99987646   -1 15 52.5
 OY0892
 OY0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0892!SPC ID E     -   0.99977148  x   0.99998482  =   0.99975630
 OY0892!UTM  12      -   0.99977148  x   0.99987646  =   0.99964797
 OY0892
 OY0892:                Primary Azimuth Mark                     Grid Az
 OY0892:SPC ID E     -  FERRY 2                                  114 26 28.0
 OY0892:UTM  12      -  FERRY 2                                  115 14 25.4
 OY0892
 OY0892|---------------------------------------------------------------------|
 OY0892| PID    Reference Object                     Distance      Geod. Az  |
 OY0892|                                                           dddmmss.s |
 OY0892| OY0856 FERRY 2                             APPROX.31.4 KM 1135832.9 |
 OY0892| CN3402 DESERT RM 1                          17.048 METERS 16157     |
 OY0892| CN3403 DESERT RM 2                          13.129 METERS 26429     |
 OY0892|---------------------------------------------------------------------|
 OY0892
 OY0892                          SUPERSEDED SURVEY CONTROL
 OY0892
 OY0892  NAD 83(1992)-  43 13 40.17070(N)    112 50 45.73526(W) AD(       ) 2
 OY0892  NAD 83(1986)-  43 13 40.16484(N)    112 50 45.71943(W) AD(       ) 2
 OY0892  NAD 27      -  43 13 40.47974(N)    112 50 42.75470(W) AD(       ) 2
 OY0892  NGVD 29 (07/19/86) 1469.2    (m)         4820.     (f) VERT ANG       
 OY0892
 OY0892.Superseded values are not recommended for survey control.
 OY0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0892.See file dsdata.txt to determine how the superseded data were derived.
 OY0892
 OY0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5008887769(NAD 83)
 OY0892_MARKER: DD = SURVEY DISK
 OY0892_SETTING: 66 = SET IN ROCK OUTCROP
 OY0892
 OY0892  HISTORY     - Date     Condition        Report By
 OY0892  HISTORY     - 1934     MONUMENTED       USGS
 OY0892  HISTORY     - 1970     GOOD             USGS
 OY0892
 OY0892                          STATION DESCRIPTION
 OY0892
 OY0892'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 OY0892'LOCATED ABOUT 30 MI. NW. OF POCATELLO, ABOUT 25 MI. W. OF BLACKFOOT,
 OY0892'ABOUT 15 MI. NW. OF SPRINGFIELD, ON THE S. SIDE OF A SAGEBRUSH COVERED
 OY0892'RIDGE.
 OY0892'
 OY0892'TO REACH FROM THE TOWN OF SPRINGFIELD (18 MI. AIRLINE NW. OF
 OY0892'POCATELLO AND 22 MI. NE. OF AMERICAN FALLS), GO N. ON GOOD GRAVEL RD.
 OY0892'FOR 11.0 MI. TO A T-RD. LEFT (SIGN READS --NO 2 WELL--), TURN LEFT
 OY0892'AND GO W. FOR 0.85 MI. TO RD. FORK, GO LEFT FOR 3.45 MI. TO A
 OY0892'CROSSROADS, CONTINUE STRAIGHT AHEAD FOR 4.05 MI. TO A WATER TANK AND
 OY0892'CORRAL ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 2.1 MI. TO
 OY0892'CROSSROADS, TURN LEFT (S.) FOR 2.2 MI. TO CATTLEGUARD, CORSSING THE
 OY0892'CATTLEGUARD, PROCEED STRAIGHT AHEAD FOR 0.2 MI., LEAVE THE RD. AND GO
 OY0892'ACROSS COUNTRY, DUE W. AND NORMAL TO THE RD., FOR 0.7 MI. TO PROMINENT
 OY0892'SMALL TOP AND STATION.
 OY0892'
 OY0892'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED---DESERT 1934---,
 OY0892'CEMENTED IN A ROCK OUTCROP.
 OY0892'
 OY0892'REFERENCE MARK NO. 1--A STANDARD USGS BRASS REFERENCE MARK TABLET
 OY0892'STAMPED---DESERT RM NO 1 1934---, CEMENTED IN A ROCK OUTCROP, 2 FT.
 OY0892'BELOW STATION MARK, 55.93 FT. FROM STATION MARK, S 18 DEG 03 MIN E.
 OY0892'
 OY0892'REFERENCE MARK NO. 2--A STANDARD USGS BRASS REFERENCE MARK TABLET
 OY0892'STAMPED---DESERT RM NO 2---, CEMENTED IN A ROCK OUTCROP, 1 FT.
 OY0892'BELOW STATION MARK, 43.08 FT. FROM STATION MARK, S 84 DEG 29 MIN W.
 OY0892
 OY0892                          STATION RECOVERY (1970)
 OY0892
 OY0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OY0892'RM 1 TO RM 2 NOT MEASURED.
 OY0892'
 OY0892'LOCATED ABOUT 30 MI NW. OF POCATELLO.  ABOUT 25 MI W. OF
 OY0892'BLACKFOOT.  ABOUT 15 MI NW. OF SPRINGFIELD.  ON THE SOUTH SIDE
 OY0892'OF A SAGEBRUSH COVERED RIDGE.
 OY0892'
 OY0892'TO REACH FROM THE TOWN OF SPRINGFIELD (18 MI AIRLINE NW. OF
 OY0892'POCATELLO AND 22 MI NE. OF AMERICAN FALLS), GO N. ON GOOD GRAVEL
 OY0892'RD. FOR 11.0 MI TO A T-RD. LEFT (SIGN READS NO 2 WELL).  TURN
 OY0892'LEFT AND GO W. FOR 0.85 MI TO RD. FK.  GO LEFT FOR 3.45 MI TO
 OY0892'A X-RDS.  CONTINUE STRAIGHT AHEAD FOR 4.05 MI TO A WATER TANK
 OY0892'AND CORRAL ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 2.1 MI TO
 OY0892'X-RDS.  TURN LEFT (S.) FOR 2.2 MI TO CATTLEGUARD.  X-ING THE
 OY0892'CATTLEGUARD, PROCEED STRAIGHT AHEAD FOR 0.2 MI.  LEAVE THE
 OY0892'RD. AND GO ACROSS COUNTRY, DUE W. AND NORMAL TO THE RD., FOR
 OY0892'0.7 MI TO PROMINENT SMALL TOP AND STATION.
 OY0892'
 OY0892'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED DESERT 1934
 OY0892'CEMENTED IN A ROCK OUTCROP.
 OY0892'
 OY0892'REFERENCE MARK NO. 1--A STANDARD USGS BRASS REFERENCE MARK
 OY0892'TABLET STAMPED DESERT RM NO 1 1934 CEMENTED IN A ROCK OUTCROP,
 OY0892'2 FT BELOW STATION MARK.
 OY0892'
 OY0892'REFERENCE MARK NO. 2--A STANDARD USGS BRASS REFERENCE MARK
 OY0892'TABLET STAMPED DESERT RM NO 2 CEMENTED IN A ROCK OUTCROP, 1
 OY0892'FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1182 ***********************************************************************
 PY1182  DESIGNATION -  DESERT
 PY1182  PID         -  PY1182
 PY1182  STATE/COUNTY-  ID/FREMONT
 PY1182  USGS QUAD   -  BLACK KNOLL (1965)
 PY1182
 PY1182                         *CURRENT SURVEY CONTROL
 PY1182  ___________________________________________________________________
 PY1182* NAD 83(1992)-  44 03 57.78634(N)    111 38 13.65783(W)     ADJUSTED  
 PY1182* NAVD 88     -      1593.3    (meters)    5227.     (feet)  VERTCON   
 PY1182  ___________________________________________________________________
 PY1182  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 PY1182  GEOID HEIGHT-         -10.62  (meters)                     GEOID03
 PY1182
 PY1182  HORZ ORDER  -  FIRST
 PY1182
 PY1182.The horizontal coordinates were established by classical geodetic methods
 PY1182.and adjusted by the National Geodetic Survey in July 1992..
 PY1182
 PY1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1182
 PY1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1182
 PY1182.The geoid height was determined by GEOID03.
 PY1182
 PY1182;                    North         East     Units Scale Factor Converg.
 PY1182;SPC ID E     -   266,670.359   242,422.987   MT  0.99996949   +0 22 05.9
 PY1182;UTM  12      - 4,879,406.417   448,975.563   MT  0.99963202   -0 26 35.2
 PY1182
 PY1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1182!SPC ID E     -   0.99975189  x   0.99996949  =   0.99972139
 PY1182!UTM  12      -   0.99975189  x   0.99963202  =   0.99938401
 PY1182
 PY1182|---------------------------------------------------------------------|
 PY1182| PID    Reference Object                     Distance      Geod. Az  |
 PY1182|                                                           dddmmss.s |
 PY1182| CN3400 DESERT RM 1                          16.930 METERS 04330     |
 PY1182| CN3399 DESERT AZ MK                                       1441420.4 |
 PY1182| OX0725 ST ANTHONY MUNICIPAL TANK           APPROX.11.7 KM 1963731.1 |
 PY1182| OX0723 ST ANTHONY IDAHO INDUST SCH TK      APPROX.12.5 KM 2105313.6 |
 PY1182| CN3401 DESERT RM 2                           8.726 METERS 30504     |
 PY1182|---------------------------------------------------------------------|
 PY1182
 PY1182                          SUPERSEDED SURVEY CONTROL
 PY1182
 PY1182  NAD 83(1986)-  44 03 57.78490(N)    111 38 13.64162(W) AD(       ) 1
 PY1182  NAD 27      -  44 03 58.10200(N)    111 38 10.78400(W) AD(       ) 1
 PY1182  NGVD 29 (07/19/86) 1592.2    (m)         5224.     (f) VERT ANG       
 PY1182
 PY1182.Superseded values are not recommended for survey control.
 PY1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1182.See file dsdata.txt to determine how the superseded data were derived.
 PY1182
 PY1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP4897679406(NAD 83)
 PY1182_MARKER: DS = TRIANGULATION STATION DISK
 PY1182_SETTING: 66 = SET IN ROCK OUTCROP
 PY1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1182+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 PY1182
 PY1182  HISTORY     - Date     Condition        Report By
 PY1182  HISTORY     - 1946     MONUMENTED       CGS
 PY1182  HISTORY     - 1964     GOOD             USGS
 PY1182  HISTORY     - 1974     GOOD             NGS
 PY1182  HISTORY     - 20040908 GOOD             MRIVER
 PY1182
 PY1182                          STATION DESCRIPTION
 PY1182
 PY1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 PY1182'THE STATION IS LOCATED NEAR THE SOUTHEASTERN END OF A LOW,
 PY1182'SAGE BRUSH AND LAVA ROCK COVERED KNOLL AND ABOUT 7 MILES
 PY1182'AIRLINE NORTH OF ST. ANTHONY.  THE DISK IS SET IN ROCK OUTCROP
 PY1182'FLUSH WITH THE SURFACE OF THE GROUND, ABOUT 30 YARDS WEST
 PY1182'OF THE EAST RIM OF THE KNOLL, ABOUT 22 YARDS NORTH OF THE SOUTH
 PY1182'RIM AND IS STAMPED DESERT 1946.
 PY1182'
 PY1182'REFERENCE MARK NO. 1 IS A DISK SET IN ROCK OUTCROP FLUSH WITH
 PY1182'THE GROUND, NORTH BY EAST OF STATION AND IS STAMPED DESERT
 PY1182'NO 1 1946.
 PY1182'
 PY1182'REFERENCE MARK NO. 2 IS A DISK SET IN ROCK OUTCROP FLUSH WITH
 PY1182'THE GROUND, NORTHWEST OF THE STATION AND IS STAMPED DESERT
 PY1182'NO 2 1946.
 PY1182'
 PY1182'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION,
 PY1182'SET IN ROCK OUTCROP ATOP A SMALL ROCKY KNOLL, 65 FEET EAST OF
 PY1182'THE CENTER OF THE ROAD AND A 4 INCH SQUARE WHITE WITNESS
 PY1182'POST PROJECTING ABOUT 2 FEET IS 6 FEET NORTHWEST OF THE MARK.
 PY1182'THE DISK IS STAMPED DESERT 1946.  TO REACH FROM THE STATION
 PY1182'RETURN TO THE MAIN ROAD, 0.4 MILE, TURN RIGHT AND GO 0.8 MILE
 PY1182'TO THE SMALL KNOLL ON THE LEFT AND THE MARK AS DESCRIBED.
 PY1182'
 PY1182'TO REACH THE STATION FROM THE BRIDGE ACROSS HENRYS FORK IN
 PY1182'ST. ANTHONY GO NORTHEASTERLY ON U.S. HIGHWAY NO. 191 FOR 1.0
 PY1182'MILE TO A CROSSROAD, TURN LEFT AND FOLLOW GRAVEL ROAD NORTH
 PY1182'AND EASTERLY FOR 2.25 MILES TO A SIDE ROAD LEFT.  HERE TURN
 PY1182'LEFT AND GO 4.05 MILES TO A FORK, KEEP LEFT FORK 0.05 MILE
 PY1182'TO ANOTHER FORK.  TAKE LEFT FORK AND GO 2.2 MILES, (THE AZIMUTH
 PY1182'MARK IS 1.4 MILES AHEAD ON THIS ROAD FROM THIS POINT) TO A SIDE
 PY1182'ROAD LEFT, TURN SHARP LEFT AND FOLLOW TRACK ROAD 0.2 MILE,
 PY1182'HERE TURN LEFT ON A TRACK ROAD UP KNOLL AND GO 0.2 MILE TO
 PY1182'THE SOUTH-EASTERN END OF THE KNOLL AND THE STATION AS
 PY1182'DESCRIBED.
 PY1182
 PY1182                          STATION RECOVERY (1964)
 PY1182
 PY1182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PY1182'STATION MARK--A DISK STAMPED---DESERT 1946---, SET IN ROCK OUTCROP
 PY1182'FLUSH WITH THE SURFACE OF THE GROUND.
 PY1182
 PY1182                          STATION RECOVERY (1974)
 PY1182
 PY1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 PY1182'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 PY1182'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  ROADS, AND
 PY1182'FENCES HAVE CHANGED, AND THE ORIGINAL TO REACH IS OBSOLETE.
 PY1182'A NEW TO REACH FOLLOWS.
 PY1182'
 PY1182'TO REACH THE STATION FROM THE CROSS STREET JUST EAST OF THE
 PY1182'ST. ANTHONY POST OFFICE GO NORTH, AND EAST ON U.S. HIGHWAYS
 PY1182'20, AND 191 FOR 1.8 MILES TO A SIDE ROAD LEFT, OPPOSITE MILEPOST
 PY1182'NO. 348, AT THE SIGN, SPORTSMAN ACCESS, THIS IS 400 FEET BEFORE
 PY1182'REACHING THE LARGE STEEL BRIDGE OVER HENERYS FORK SNAKE
 PY1182'RIVER, TURN LEFT, AND GO NORTH, AND EAST ON THE GRAVELED ROAD
 PY1182'FOR 1.4 MILES TO A FORK, AND SIGN, SAND CREEK WMA, TAKE THE
 PY1182'LEFT FORK AS PER SIGN, AND GO NORTH ON THE GRAVELED ROAD
 PY1182'FOR 5.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 PY1182'NORTH ON THE GRAVELED ROAD FOR 0.4 MILE TO A GATE ON EITHER
 PY1182'SIDE OF THE ROAD, PASS THRU THE GATE ON THE LEFT, THEN GO
 PY1182'50 FEET TO A FORK, TAKE THE LEFT FORK, THE LESS TRAVELED
 PY1182'ROAD, AND GO WEST, AND SOUTHWEST ON THE TRACK ROAD FOR
 PY1182'0.25 MILE TO THE SUMMIT OF THE BENCH, AND THE STATION.
 PY1182'
 PY1182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 PY1182'NORTHEAST OF ST. ANTHONY
 PY1182
 PY1182                          STATION RECOVERY (2004)
 PY1182
 PY1182'RECOVERY NOTE BY MOUNTAIN RIVER ENGINEERING 2004 (JLW)
 PY1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1159 ***********************************************************************
 NV1159  DESIGNATION -  DEVIL
 NV1159  PID         -  NV1159
 NV1159  STATE/COUNTY-  ID/OWYHEE
 NV1159  USGS QUAD   -  GRASSY HILLS (1980)
 NV1159
 NV1159                         *CURRENT SURVEY CONTROL
 NV1159  ___________________________________________________________________
 NV1159* NAD 83(1994)-  42 11 57.99984(N)    115 06 30.11286(W)     ADJUSTED  
 NV1159* NAVD 88     -      1788.7    (meters)    5868.     (feet)  VERTCON   
 NV1159  ___________________________________________________________________
 NV1159  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 NV1159  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 NV1159
 NV1159  HORZ ORDER  -  FIRST
 NV1159
 NV1159.The horizontal coordinates were established by classical geodetic methods
 NV1159.and adjusted by the National Geodetic Survey in June 1998..
 NV1159
 NV1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1159
 NV1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1159
 NV1159.The geoid height was determined by GEOID03.
 NV1159
 NV1159;                    North         East     Units Scale Factor Converg.
 NV1159;SPC ID W     -    59,372.043   852,990.229   MT  0.99996787   +0 25 51.6
 NV1159;SPC ID C     -    59,768.324   408,462.699   MT  1.00005043   -0 44 40.4
 NV1159;UTM  11      - 4,673,652.739   656,173.410   MT  0.99990011   +1 16 15.2
 NV1159
 NV1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1159!SPC ID W     -   0.99972201  x   0.99996787  =   0.99968988
 NV1159!SPC ID C     -   0.99972201  x   1.00005043  =   0.99977242
 NV1159!UTM  11      -   0.99972201  x   0.99990011  =   0.99962214
 NV1159
 NV1159:                Primary Azimuth Mark                     Grid Az
 NV1159:SPC ID W     -  DEVIL AZ MK                              075 53 21.2
 NV1159:SPC ID C     -  DEVIL AZ MK                              077 03 53.2
 NV1159:UTM  11      -  DEVIL AZ MK                              075 02 57.6
 NV1159
 NV1159|---------------------------------------------------------------------|
 NV1159| PID    Reference Object                     Distance      Geod. Az  |
 NV1159|                                                           dddmmss.s |
 NV1159| CD4988 DEVIL AZ MK                                        0761912.8 |
 NV1159| CD4989 DEVIL RM 1                            6.504 METERS 11345     |
 NV1159| CD4990 DEVIL RM 2                            4.767 METERS 35153     |
 NV1159|---------------------------------------------------------------------|
 NV1159
 NV1159                          SUPERSEDED SURVEY CONTROL
 NV1159
 NV1159  NAD 83(1992)-  42 11 57.99942(N)    115 06 30.10591(W) AD(       ) 1
 NV1159  NAD 83(1986)-  42 11 57.99951(N)    115 06 30.10474(W) AD(       ) 1
 NV1159  NAD 27      -  42 11 58.32800(N)    115 06 26.89900(W) AD(       ) 1
 NV1159  NGVD 29 (07/19/86) 1787.6    (m)         5865.     (f) VERT ANG       
 NV1159
 NV1159.Superseded values are not recommended for survey control.
 NV1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1159.See file dsdata.txt to determine how the superseded data were derived.
 NV1159
 NV1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG5617373653(NAD 83)
 NV1159_MARKER: DS = TRIANGULATION STATION DISK
 NV1159_SETTING: 80 = SET IN A BOULDER
 NV1159_SP_SET: SET IN DRILL HOLE IN A BOULDER
 NV1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1159+STABILITY: SURFACE MOTION
 NV1159
 NV1159  HISTORY     - Date     Condition        Report By
 NV1159  HISTORY     - 1947     MONUMENTED       CGS
 NV1159  HISTORY     - 1957     GOOD             USGS
 NV1159  HISTORY     - 1974     GOOD             USGS
 NV1159
 NV1159                          STATION DESCRIPTION
 NV1159
 NV1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1159'STATION IS ON A PROMINENT SAGE-BRUSH COVERED HILL ABOUT 8 MILES
 NV1159'NNE OF THE STORE AND POST OFFICE IN THREE FORKS AND ON THE
 NV1159'DIVIDE E OF FIRST FORK CREEK.  THE TOP OF THE HILL HAS A CIRCULAR
 NV1159'DEPRESSION AND STATION IS ON THE N EDGE OF THE HIGHEST POINT.
 NV1159'
 NV1159'STATION MARK IS STAMPED DEVIL 1947.  PROJECTS ABOUT
 NV1159'2 INCHES AND THE BOULDER IS ABOUT 2X3 FEET.
 NV1159'
 NV1159'REFERENCE MARK NO 1 IS STAMPED DEVIL NO 1 1947.
 NV1159'IT IS 21 FEET ESE OF STATION, PROJECTS ABOUT 3 INCHES AND IS
 NV1159'ABOUT THE SAME LEVEL AS STATION.
 NV1159'
 NV1159'REFERENCE MARK NO 2 IS STAMPED DEVIL NO 2 1947.
 NV1159'IT IS 16 FEET N OF THE STATION AND ABOUT THE SAME LEVEL, IT
 NV1159'PROJECTS ABOUT 10 INCHES.
 NV1159'
 NV1159'AZIMUTH MARK IS STAMPED DEVIL 1947.  IT IS ABOUT 0.25
 NV1159'MILE E OF THE STATION AND ABOUT 0.4 MILE SE OF A REVERSE Y,
 NV1159'ABOUT 35 FEET SW OF A TRACK ROAD IN A BOULDER WHICH PROJECTS
 NV1159'ABOUT 8 INCHES, AND IS ABOUT 3 FEET N OF A 2 FOOT CAIRN.
 NV1159'
 NV1159'TO REACH FROM ROGERSON GO WEST ON THE JARBRIDGE ROAD FOR 25.0
 NV1159'MILE TO SIDE ROAD RIGHT AND SIGN BUHL 40, TURN RIGHT AND GO
 NV1159'.7 MILES TO TRACK ROAD LEFT, TURN LEFT AND GO 1.0 MILE TO FORK,
 NV1159'KEEP LEFT 1.3 MILE TO FORK, KEEP RIGHT 0.4 MILE TO FORK, KEEP
 NV1159'RIGHT FOR 0.8 MILE TO FORK, KEEP LEFT 1.3 MILES TO FORK,
 NV1159'CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 1.6 MILES
 NV1159'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.4
 NV1159'MILE TO A REVERSE Y, TURN SHARP LEFT AND GO 0.4 MILE TO THE
 NV1159'HIGHEST POINT OF HILL AND THE STATION AS DESCRIBED.
 NV1159
 NV1159                          STATION RECOVERY (1957)
 NV1159
 NV1159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NV1159'RECOVERED AS DESCRIBED BY NGS. ALL MARKS IN GOOD CONDITION.
 NV1159
 NV1159                          STATION RECOVERY (1974)
 NV1159
 NV1159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV1159'RECOVERED AS DESCRIBED BY USGS AND NGS.  ALL MARKS IN GOOD
 NV1159'CONDITION.  RMS AGREE WITH NGS.  NEW DESCRIPTION FOLLOWS.
 NV1159'
 NV1159'LOCATED ABOUT 26 MI W. OF ROGERSON, 15 MI SW. OF ROSEWORTH, 9 MI
 NV1159'NNE. OF THREE CREEK.  ON NORTH END OF GRASSY HILLS.
 NV1159'
 NV1159'TO REACH FROM ROGERSON POST OFFICE, DRIVE 0.2 MI W. ON OLD HWY.
 NV1159'ON SOUTH SIDE OF BLDG. TO T-RD.  TURN LEFT FOLLOWING HWY. 24.3 MI
 NV1159'W. TOWARD JARBIDGE TO HWY X-ING OF HOUSE CREEK, CONTINUE ON HWY.
 NV1159'0.9 MI TO T-RD. INTERSECTION.  TURN RIGHT OFF PAVEMENT FOLLOWING
 NV1159'MAIN RD. 0.9 MI N. TO T-RD. INTERSECTION.  TURN LEFT FOLLOWING
 NV1159'MAIN RD. 7.1 MI TO NORTH END OF RIDGE.  206 FT. W. OF CENTERLINE
 NV1159'RD.  (TOP OF HILL HAS CIRCULAR DEPRESSION) ON NORTH EDGE OF
 NV1159'HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0958 ***********************************************************************
 RY0958  DESIGNATION -  DEWEY ET
 RY0958  PID         -  RY0958
 RY0958  STATE/COUNTY-  ID/CLEARWATER
 RY0958  USGS QUAD   -  HEMLOCK BUTTE (1994)
 RY0958
 RY0958                         *CURRENT SURVEY CONTROL
 RY0958  ___________________________________________________________________
 RY0958* NAD 83(1992)-  46 27 02.31542(N)    115 42 49.53325(W)     ADJUSTED  
 RY0958* NAVD 88     -      1526.7    (meters)    5009.     (feet)  VERTCON   
 RY0958  ___________________________________________________________________
 RY0958  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 RY0958  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 RY0958
 RY0958  HORZ ORDER  -  THIRD
 RY0958
 RY0958.The horizontal coordinates were established by classical geodetic methods
 RY0958.and adjusted by the National Geodetic Survey in July 1992..
 RY0958
 RY0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0958
 RY0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0958
 RY0958.The geoid height was determined by GEOID03.
 RY0958
 RY0958;                    North         East     Units Scale Factor Converg.
 RY0958;SPC ID W     -   531,529.163   802,784.266   MT  0.99993343   +0 01 34.6
 RY0958;UTM  11      - 5,144,922.735   598,784.545   MT  0.99971995   +0 55 56.3
 RY0958
 RY0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0958!SPC ID W     -   0.99976328  x   0.99993343  =   0.99969672
 RY0958!UTM  11      -   0.99976328  x   0.99971995  =   0.99948329
 RY0958
 RY0958|---------------------------------------------------------------------|
 RY0958| PID    Reference Object                     Distance      Geod. Az  |
 RY0958|                                                           dddmmss.s |
 RY0958| CH7224 DEWEY ET RM 2                         6.474 METERS 05556     |
 RY0958| RY0968 ORO ET                              APPROX.16.3 KM 2784753.7 |
 RY0958| CH7223 DEWEY ET RM 1                         5.029 METERS 31040     |
 RY0958|---------------------------------------------------------------------|
 RY0958
 RY0958                          SUPERSEDED SURVEY CONTROL
 RY0958
 RY0958  NAD 83(1986)-  46 27 02.32068(N)    115 42 49.53258(W) AD(       ) 3
 RY0958  NAD 27      -  46 27 02.64724(N)    115 42 46.01554(W) AD(       ) 3
 RY0958  NGVD 29 (07/19/86) 1525.5    (m)         5005.     (f) VERT ANG       
 RY0958
 RY0958.Superseded values are not recommended for survey control.
 RY0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0958.See file dsdata.txt to determine how the superseded data were derived.
 RY0958
 RY0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM9878544923(NAD 83)
 RY0958_MARKER: DD = SURVEY DISK
 RY0958_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RY0958
 RY0958  HISTORY     - Date     Condition        Report By
 RY0958  HISTORY     - 1964     MONUMENTED       USGS
 RY0958
 RY0958                          STATION DESCRIPTION
 RY0958
 RY0958'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0958'LOCATED ABOUT 5 MI SE. OF PIERCE, ON BARE HILLTOP USED AS
 RY0958'HELIPORT.
 RY0958'
 RY0958'TO REACH FROM PIERCE LIBRARY, DRIVE 0.5 MI S. TO RD. FORK,
 RY0958'CONTINUE S. AND E. 5.3 MI TO RD. S. (DEWEY RD.).  DRIVE UPHILL 4.1
 RY0958'MI TO HELIPORT AND STATION.
 RY0958'
 RY0958'STATION MARK--STANDARD TABLET STAMPED---DEWEY ET 1964---, SET IN
 RY0958'CONCRETE POST.
 RY0958'
 RY0958'RM 1--STANDARD RM TABLET SET IN CONCRETE POST.
 RY0958'
 RY0958'RM 2--STANDARD RM TABLET SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0873 ***********************************************************************
 RY0873  DESIGNATION -  DIABLO MTN
 RY0873  PID         -  RY0873
 RY0873  STATE/COUNTY-  ID/IDAHO
 RY0873  USGS QUAD   -  JEANETTE MOUNTAIN (1994)
 RY0873
 RY0873                         *CURRENT SURVEY CONTROL
 RY0873  ___________________________________________________________________
 RY0873* NAD 83(1992)-  46 17 46.40288(N)    114 37 04.28983(W)     ADJUSTED  
 RY0873* NAVD 88     -      2275.5    (meters)    7466.     (feet)  VERTCON   
 RY0873  ___________________________________________________________________
 RY0873  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 RY0873  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 RY0873
 RY0873  HORZ ORDER  -  THIRD
 RY0873
 RY0873.The horizontal coordinates were established by classical geodetic methods
 RY0873.and adjusted by the National Geodetic Survey in July 1992..
 RY0873
 RY0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0873
 RY0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0873
 RY0873.The geoid height was determined by GEOID03.
 RY0873
 RY0873;                    North         East     Units Scale Factor Converg.
 RY0873;SPC ID W     -   514,987.563   887,224.190   MT  1.00002682   +0 49 06.6
 RY0873;UTM  11      - 5,129,718.692   683,465.617   MT  1.00001378   +1 43 21.3
 RY0873
 RY0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0873!SPC ID W     -   0.99964567  x   1.00002682  =   0.99967248
 RY0873!UTM  11      -   0.99964567  x   1.00001378  =   0.99965944
 RY0873
 RY0873:                Primary Azimuth Mark                     Grid Az
 RY0873:SPC ID W     -  GOAT PK                                  200 10 50.2
 RY0873:UTM  11      -  GOAT PK                                  199 16 35.5
 RY0873
 RY0873|---------------------------------------------------------------------|
 RY0873| PID    Reference Object                     Distance      Geod. Az  |
 RY0873|                                                           dddmmss.s |
 RY0873| RY0874 GOAT PK                             APPROX. 5.0 KM 2005956.8 |
 RY0873|---------------------------------------------------------------------|
 RY0873
 RY0873                          SUPERSEDED SURVEY CONTROL
 RY0873
 RY0873  NAD 83(1986)-  46 17 46.41091(N)    114 37 04.28221(W) AD(       ) 3
 RY0873  NAD 27      -  46 17 46.69422(N)    114 37 00.91846(W) AD(       ) 3
 RY0873  NGVD 29 (07/19/86) 2274.1    (m)         7461.     (f) VERT ANG       
 RY0873
 RY0873.Superseded values are not recommended for survey control.
 RY0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0873.See file dsdata.txt to determine how the superseded data were derived.
 RY0873
 RY0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM8346629719(NAD 83)
 RY0873_MARKER: DD = SURVEY DISK
 RY0873_SETTING: 66 = SET IN ROCK OUTCROP
 RY0873_SP_SET: SET IN BEDROCK
 RY0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0873+STABILITY: POSITION/ELEVATION WELL
 RY0873
 RY0873  HISTORY     - Date     Condition        Report By
 RY0873  HISTORY     - 1966     MONUMENTED       USGS
 RY0873
 RY0873                          STATION DESCRIPTION
 RY0873
 RY0873'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0873'LOCATED ABOUT 50 MI. (AIRLINE) SW. OF MISSOULA, MONTANA, 22.9 MI.
 RY0873'WNW. OF HAMILTON, MONTANA, ON TOP OF DIABLO MOUNTAIN.
 RY0873'
 RY0873'TO REACH FROM POWELL RANGER STATION, DRIVE 20 MI. S. TO ELK SUMMIT
 RY0873'GUARD STATION, THENCE PACK E. 1 MI. ON BIG SAND CREEK TRAIL TO TRAIL
 RY0873'JUNCTION, THENCE PACK 3 MI. SE. ON DIABLO MOUNTAIN TRAIL TO TOP OF
 RY0873'DIABLO MOUNTAIN AND STATION.
 RY0873'
 RY0873'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED---DIABLO MTN
 RY0873'1966--- SET IN BEDROCK.
 RY0873'
 RY0873'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 RY0873'---NO 1 1966--- SET IN ROCK OUTCROP, 23.43 FT. FROM STATION MARK,
 RY0873'S 71 DEG W
 RY0873'
 RY0873'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 RY0873'---NO 2 1966--- SET IN LARGE BOULDER IN PLACE, 38.06 FT. FROM
 RY0873'STATION MARK, S 37 DEG 10 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0750 ***********************************************************************
 PZ0750  DESIGNATION -  DIAMOND RESET
 PZ0750  PID         -  PZ0750
 PZ0750  STATE/COUNTY-  ID/BUTTE
 PZ0750  USGS QUAD   -  DIAMOND PEAK (1987)
 PZ0750
 PZ0750                         *CURRENT SURVEY CONTROL
 PZ0750  ___________________________________________________________________
 PZ0750* NAD 83(1992)-  44 08 29.20132(N)    113 04 57.80296(W)     ADJUSTED  
 PZ0750* NAVD 88     -      3719.3    (meters)   12202.     (feet)  VERTCON   
 PZ0750  ___________________________________________________________________
 PZ0750  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 PZ0750  GEOID HEIGHT-         -10.64  (meters)                     GEOID03
 PZ0750
 PZ0750  HORZ ORDER  -  THIRD
 PZ0750
 PZ0750.The horizontal coordinates were established by classical geodetic methods
 PZ0750.and adjusted by the National Geodetic Survey in July 1992..
 PZ0750
 PZ0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0750
 PZ0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0750
 PZ0750.The geoid height was determined by GEOID03.
 PZ0750
 PZ0750;                    North         East     Units Scale Factor Converg.
 PZ0750;SPC ID C     -   275,319.979   573,392.521   MT  1.00001359   +0 38 19.9
 PZ0750;UTM  12      - 4,889,692.063   333,415.580   MT  0.99994130   -1 27 02.9
 PZ0750
 PZ0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0750!SPC ID C     -   0.99941882  x   1.00001359  =   0.99943240
 PZ0750!UTM  12      -   0.99941882  x   0.99994130  =   0.99936015
 PZ0750
 PZ0750|---------------------------------------------------------------------|
 PZ0750| PID    Reference Object                     Distance      Geod. Az  |
 PZ0750|                                                           dddmmss.s |
 PZ0750| CN3407 DIAMOND RM CROSS                      5.602 METERS 24947     |
 PZ0750| PZ0753 BELL MTN                            APPROX.13.8 KM 3195219.8 |
 PZ0750|---------------------------------------------------------------------|
 PZ0750
 PZ0750                          SUPERSEDED SURVEY CONTROL
 PZ0750
 PZ0750  NAD 83(1986)-  44 08 29.19717(N)    113 04 57.79711(W) AD(       ) 3
 PZ0750  NAD 27      -  44 08 29.53638(N)    113 04 54.78077(W) AD(       ) 3
 PZ0750  NGVD 29 (07/19/86) 3717.7    (m)        12197.     (f) VERT ANG       
 PZ0750
 PZ0750.Superseded values are not recommended for survey control.
 PZ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0750.See file dsdata.txt to determine how the superseded data were derived.
 PZ0750
 PZ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP3341689692(NAD 83)
 PZ0750_MARKER: DS = TRIANGULATION STATION DISK
 PZ0750_SETTING: 80 = SET IN A BOULDER
 PZ0750_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PZ0750
 PZ0750  HISTORY     - Date     Condition        Report By
 PZ0750  HISTORY     - 1956     MONUMENTED       USGS
 PZ0750
 PZ0750                          STATION DESCRIPTION
 PZ0750
 PZ0750'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0750'NOTE--THE OLD 1915 TABLET DESCRIBED AND RECOVERED
 PZ0750'BY USGS WAS FOUND BUT THE BOULDER IN WHICH THE TABLET WAS SET
 PZ0750'WAS FRACTURED BADLY AND THE TABLET WAS LYING LOOSE.  THEREFORE THIS
 PZ0750'STATION WAS DESTROYED AND A NEW TABLET SET WITHIN ABOUT 0.5 FT. OF THE
 PZ0750'ORIGINAL POSITION.
 PZ0750'
 PZ0750'NGS INTERSECTED BUT DID NOT DESCRIBE --DIAMOND PEAK--.
 PZ0750'
 PZ0750'LOCATED ABOUT 39 MI. SE. OF LEADORE, 25 MI. N. OF HOWE, 11 MI. W. OF
 PZ0750'STATE HIGHWAY 28, ON HIGHEST PEAK IN THE LEMHI RANGE LOCALLY KNOWN AS
 PZ0750'DIAMOND PK.  (HIGH VERY SHARP PEAK IN THE MAIN BACKBONE OF THE LEMHI
 PZ0750'RANGE.)
 PZ0750'
 PZ0750'TO REACH FROM HOWE, DRIVE NORTHWARD ON MAIN RD. 22.6 MI. TO RD. FORKS
 PZ0750'AND BEAVER CREEK ROAD, TAKE RIGHT FORK 0.05 MI. TO CATTLEGUARD,
 PZ0750'CONTINUE 5.8 MI. TO RD. FORKS, TAKE LEFT FORK 1.6 MI. TO RD. FORKS,
 PZ0750'TAKE RIGHT FORK 0.6 MI. TO END OF RD.  PACK TO STATION BY FOLLOWING
 PZ0750'BULLDOZER-BLADED TRACK TO TOP OF SMALL SPUR TO MAIN RIDGE.  (FROM HERE
 PZ0750'IT IS A VERY STEEP DIFFICULT CLIMB THROUGH LOOSE TALUS ROCK TO MAIN
 PZ0750'RIDGE.)  CLIMB TO PEAK ONCE ATTAINING THE RIDGE.  (THE CLIMB FROM
 PZ0750'THE END OF RD. IS A LONG AND STEEP CLIMB ALL THE WAY TAKING ABOUT 6
 PZ0750'HOURS TO REACH THE TOP AND STATION.)
 PZ0750'
 PZ0750'STATION MARK--STANDARD TABLET STAMPED---DIAMOND 1956---, CEMENTED
 PZ0750'IN SET BOULDER AND CENTERED UNDER 4.0 FT. CAIRN.
 PZ0750'
 PZ0750'REFERENCE MARK NO. 1--CHISELED CROSS ON BOULDER, 18.38 FT. (SLOPE
 PZ0750'DISTANCE) FROM STATION MARK, S 69 DEG 48 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0704 ***********************************************************************
 QZ0704  DESIGNATION -  DICAR
 QZ0704  PID         -  QZ0704
 QZ0704  STATE/COUNTY-  ID/VALLEY
 QZ0704  USGS QUAD   -  PILOT PEAK (1969)
 QZ0704
 QZ0704                         *CURRENT SURVEY CONTROL
 QZ0704  ___________________________________________________________________
 QZ0704* NAD 83(1992)-  45 11 28.22393(N)    115 34 14.91135(W)     ADJUSTED  
 QZ0704* NAVD 88     -      1105.4    (meters)    3627.     (feet)  VERTCON   
 QZ0704  ___________________________________________________________________
 QZ0704  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 QZ0704  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 QZ0704
 QZ0704  HORZ ORDER  -  SECOND
 QZ0704
 QZ0704.The horizontal coordinates were established by classical geodetic methods
 QZ0704.and adjusted by the National Geodetic Survey in July 1992..
 QZ0704
 QZ0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0704
 QZ0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0704
 QZ0704.The geoid height was determined by GEOID03.
 QZ0704
 QZ0704;                    North         East     Units Scale Factor Converg.
 QZ0704;SPC ID W     -   391,566.151   814,080.665   MT  0.99993577   +0 07 37.7
 QZ0704;UTM  11      - 5,005,181.180   612,266.865   MT  0.99975497   +1 00 50.6
 QZ0704
 QZ0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0704!SPC ID W     -   0.99982903  x   0.99993577  =   0.99976481
 QZ0704!UTM  11      -   0.99982903  x   0.99975497  =   0.99958404
 QZ0704
 QZ0704|---------------------------------------------------------------------|
 QZ0704| PID    Reference Object                     Distance      Geod. Az  |
 QZ0704|                                                           dddmmss.s |
 QZ0704| CH7225 DICAR RM 1                            6.685 METERS 01233     |
 QZ0704| QZ0703 PILOT PEAK LOOKOUT HOUSE            APPROX. 3.9 KM 1190117.3 |
 QZ0704| CH7226 DICAR RM 2                            8.462 METERS 18053     |
 QZ0704|---------------------------------------------------------------------|
 QZ0704
 QZ0704                          SUPERSEDED SURVEY CONTROL
 QZ0704
 QZ0704  NAD 83(1986)-  45 11 28.22546(N)    115 34 14.90691(W) AD(       ) 2
 QZ0704  NAD 27      -  45 11 28.55752(N)    115 34 11.47151(W) AD(       ) 2
 QZ0704  NGVD 29 (07/19/86) 1104.2    (m)         3623.     (f) VERT ANG       
 QZ0704
 QZ0704.Superseded values are not recommended for survey control.
 QZ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0704.See file dsdata.txt to determine how the superseded data were derived.
 QZ0704
 QZ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL1226705181(NAD 83)
 QZ0704_MARKER: Z = SEE DESCRIPTION
 QZ0704_SETTING: 0 = UNSPECIFIED SETTING
 QZ0704
 QZ0704  HISTORY     - Date     Condition        Report By
 QZ0704  HISTORY     - 1959     MONUMENTED       CGS
 QZ0704  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QZ0704
 QZ0704                          STATION DESCRIPTION
 QZ0704
 QZ0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QZ0704'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES SOUTHEAST OF WARREN,
 QZ0704'1-1/2 MILES NORTH OF THE SOUTH FORK GUARD STATION, 3/4 MILE
 QZ0704'WEST OF THE SOUTH FORK OF THE SALMON RIVER, ON THE WEST SIDE OF
 QZ0704'THE WARREN-BIG CREEK ROAD AND ON A SMALL DUG OUT LEVEL SPOT ON
 QZ0704'THE STEEP SLOPE OF THE RIDGE.
 QZ0704'
 QZ0704'STATION IS REACHED AS FOLLOWS.  FROM THE WARREN GUARD STATION IN
 QZ0704'WARREN, GO SOUTHEAST ON THE ROAD TO BIG CREEK FOR 3.7 MILES TO
 QZ0704'WARREN SUMMIT AND A THREE WAY FORK.  CONTINUE STRAIGHT AHEAD,
 QZ0704'DOWN GRADE ON THE RIGHT FORK, FOR 7.0 MILES TO A TRIANGULAR
 QZ0704'BLAZE ON A PINE TREE AT THE RIGHT EDGE OF THE ROAD AND THE END
 QZ0704'OF TRUCK TRAVEL.  PACK NORTH, DIAGONALLY AWAY FROM THE ROAD AND
 QZ0704'UP STEEP SLOPE FOR 75 YARDS TO A TRIANGULAR BLAZE ON A 12 INCH
 QZ0704'PINE TREE, A CUT OUT LEVEL SPOT AND THE STATION.
 QZ0704'
 QZ0704'STATION MARK, STAMPED DICAR 1959, IS A STANDARD DISK BRAZED TO
 QZ0704'THE TOP OF A 2 INCH PINE AND PROJECTING 6 INCHES.  THE PIPE IS
 QZ0704'SET IN CEMENT AND IS 90 FEET WEST OF THE CLOSEST POINT OF THE
 QZ0704'ROAD AND 10 FEET SOUTHWEST OF THE 12 INCH PINE TREE WITH A
 QZ0704'TRIANGULAR BLAZE.
 QZ0704'
 QZ0704'REFERENCE MARK NUMBER 1, STAMPED DICAR NO 1 1959, IS A STANDARD DISK
 QZ0704'BRAZED TO THE TOP OF A 2 INCH PIPE, SET IN CEMENT, PROJECTING 7
 QZ0704'INCHES AND AT THE SAME ELEVATION AS THE STATION.  IT IS 15 FEET
 QZ0704'NORTH OF THE 12 INCH PINE TREE WITH A TRIANGULAR BLAZE.
 QZ0704'
 QZ0704'REFERENCE MARK NUMBER 2, STAMPED DICAR NO 2 1959, IS A STANDARD
 QZ0704'DISK BRAZED TO THE TOP OF A 2 INCH PIPE, SET IN CEMENT, PROJECTING
 QZ0704'6 INCHES AND IS 2 FEET LOWER THAN THE STATION.  IT IS IN A DUG
 QZ0704'OUT LEVEL SPOT.
 QZ0704'
 QZ0704'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 QZ0704'
 QZ0704'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 QZ0704
 QZ0704                          STATION RECOVERY (1966)
 QZ0704
 QZ0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QZ0704'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 QZ0704'DESCRIBED BY J.L. GUTH IN 1959.  STATION WAS USED FOR A TELLUROMETER
 QZ0704'TRAVERSE ONLY IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0662 ***********************************************************************
 PZ0662  DESIGNATION -  DICK
 PZ0662  PID         -  PZ0662
 PZ0662  STATE/COUNTY-  ID/CLARK
 PZ0662  USGS QUAD   -  CAMAS (1964)
 PZ0662
 PZ0662                         *CURRENT SURVEY CONTROL
 PZ0662  ___________________________________________________________________
 PZ0662* NAD 83(1992)-  44 03 56.69981(N)    112 10 17.99083(W)     ADJUSTED  
 PZ0662* NAVD 88     -      1517.9    (meters)    4980.     (feet)  VERTCON   
 PZ0662  ___________________________________________________________________
 PZ0662  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 PZ0662  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 PZ0662
 PZ0662  HORZ ORDER  -  SECOND
 PZ0662
 PZ0662.The horizontal coordinates were established by classical geodetic methods
 PZ0662.and adjusted by the National Geodetic Survey in July 1992..
 PZ0662
 PZ0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0662
 PZ0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0662
 PZ0662.The geoid height was determined by GEOID03.
 PZ0662
 PZ0662;                    North         East     Units Scale Factor Converg.
 PZ0662;SPC ID E     -   266,500.491   199,599.637   MT  0.99994737   -0 00 12.5
 PZ0662;UTM  12      - 4,879,842.893   406,166.446   MT  0.99970829   -0 48 53.8
 PZ0662
 PZ0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0662!SPC ID E     -   0.99976378  x   0.99994737  =   0.99971116
 PZ0662!UTM  12      -   0.99976378  x   0.99970829  =   0.99947214
 PZ0662
 PZ0662:                Primary Azimuth Mark                     Grid Az
 PZ0662:SPC ID E     -  DICK AZ MK                               179 02 57.5
 PZ0662:UTM  12      -  DICK AZ MK                               179 51 38.8
 PZ0662
 PZ0662|---------------------------------------------------------------------|
 PZ0662| PID    Reference Object                     Distance      Geod. Az  |
 PZ0662|                                                           dddmmss.s |
 PZ0662| CN3408 DICK AZ MK                                         1790245.0 |
 PZ0662| CN3409 DICK RM 1                            21.214 METERS 20610     |
 PZ0662| CN3410 DICK RM 2                            17.247 METERS 26233     |
 PZ0662|---------------------------------------------------------------------|
 PZ0662
 PZ0662                          SUPERSEDED SURVEY CONTROL
 PZ0662
 PZ0662  NAD 83(1986)-  44 03 56.69481(N)    112 10 17.97735(W) AD(       ) 2
 PZ0662  NAD 27      -  44 03 57.02300(N)    112 10 15.04850(W) AD(       ) 2
 PZ0662  NGVD 29 (07/19/86) 1516.8    (m)         4976.     (f) VERT ANG       
 PZ0662
 PZ0662.Superseded values are not recommended for survey control.
 PZ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0662.See file dsdata.txt to determine how the superseded data were derived.
 PZ0662
 PZ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0616679843(NAD 83)
 PZ0662_MARKER: DS = TRIANGULATION STATION DISK
 PZ0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0662_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PZ0662
 PZ0662  HISTORY     - Date     Condition        Report By
 PZ0662  HISTORY     - 1959     MONUMENTED       CGS
 PZ0662  HISTORY     - 1963     GOOD             USGS
 PZ0662
 PZ0662                          STATION DESCRIPTION
 PZ0662
 PZ0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0662'THE STATION IS 5 MILES NORTHEAST OF CAMAS, 2-1/2 MILES EAST
 PZ0662'OF THE JONES RAILROAD SIDING, 1/2 MILE NORTH OF THE
 PZ0662'CLARK-JEFFERSON COUNTY LINE AND ON THE SUMMIT OF A SANDY,
 PZ0662'SAGE COVERED RIDGE DIRECTLY UNDER THE EAST LINE OF THE HIGH
 PZ0662'TENSION TRANSMISSION LINE.  IT IS SET 60 FEET SOUTH OF POLE
 PZ0662'852 AND 8 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 PZ0662'
 PZ0662'TO REACH THE STATION FROM THE RAILROAD STATION AT CAMAS,
 PZ0662'PROCEED NORTH ALONG THE EAST SIDE OF THE TRACKS FOR 1.5 MILES
 PZ0662'TO A FORK, KEEP THE RIGHT FORK, NORTHEAST, TOWARD A GROUP
 PZ0662'OF TREES FOR 1 MILE TO A WIRE GATE, CONTINUE ON THE FARM ROAD
 PZ0662'FOR 1 MILE PASSING THROUGH A FIELD TO A RANCH HEADQUARTERS
 PZ0662'AND CORALLS.  HERE TURN RIGHT, 100 FEET SOUTH OF THE CORALLS,
 PZ0662'CROSSING THE CREEK AND FOLLOW THE FARM ROAD, EAST AND
 PZ0662'NORTHEAST, ALONG THE SOUTH EDGE OF A FIELD FOR 0.3 MILE TO A
 PZ0662'DIM FORK, KEEP RIGHT TOWARDS THE FENCE CORNER AND TWO (2)
 PZ0662'WIRE GATES FOR 0.1 MILE, PASS THROUGH THE TWO GATES AND
 PZ0662'FOLLOWING A VERY DIM TRACK ROAD CONTINUE EAST FOR 1.9
 PZ0662'MILES TO THE HIGH TENSION TRANSMISSION LINE.  TURN RIGHT,
 PZ0662'NORTH, ALONG THE POWER LINE FOR 0.15 MILE TO THE
 PZ0662'AZIMUTH MARK 0.1 MILE SOUTH OF POLE 849, CONTINUE NORTH
 PZ0662'ALONG THE POWER LINE FOR 0.5 MILE TO THE STATION SITE
 PZ0662'60 FEET SOUTH OF POLE 852 AND 8 FEET NORTH OF THE
 PZ0662'WITNESS POST.
 PZ0662'
 PZ0662'THE STATION, WITH UNDERGROUND MARK, IS A STANDARD DISK SET
 PZ0662'IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS 12 INCHES.
 PZ0662'IT IS STAMPED DICK 1959.
 PZ0662'
 PZ0662'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PZ0662'IN OUTCROPPING BEDROCK ABOUT 2 FEET LOWER THAN THE STATION
 PZ0662'MARK AND STAMPED DICK NO 1 1959.
 PZ0662'
 PZ0662'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PZ0662'IN OUTCROPPING BEDROCK ABOUT 3 FEET LOWER THAN THE STATION
 PZ0662'MARK AND STAMPED DICK NO 2 1959.
 PZ0662'
 PZ0662'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PZ0662'IN A LAVA OUTCROPPING 57 FEET EAST OF THE CENTER LINE OF THE
 PZ0662'HIGH TENSION TRANSMISSION LINE AND 1 METER WEST OF A 4-FOOT
 PZ0662'CAIRN.  IT IS STAMPED DICK 1959.
 PZ0662'
 PZ0662'A 4-WHEEL DRIVE STATION.
 PZ0662
 PZ0662                          STATION RECOVERY (1963)
 PZ0662
 PZ0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PZ0662'STATION MARK--WITH UNDERGROUND MARK, IS A STANDARD DISK STAMPED
 PZ0662'---DICK 1959---, IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS
 PZ0662'12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0616 ***********************************************************************
 PZ0616  DESIGNATION -  DICKEY
 PZ0616  PID         -  PZ0616
 PZ0616  STATE/COUNTY-  ID/CUSTER
 PZ0616  USGS QUAD   -  DICKEY PEAK (1967)
 PZ0616
 PZ0616                         *CURRENT SURVEY CONTROL
 PZ0616  ___________________________________________________________________
 PZ0616* NAD 83(1992)-  44 10 43.40537(N)    113 55 35.97457(W)     ADJUSTED  
 PZ0616* NAVD 88     -      1975.707  (meters)    6481.97   (feet)  ADJUSTED  
 PZ0616  ___________________________________________________________________
 PZ0616  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 PZ0616  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 PZ0616  DYNAMIC HT  -        1974.464 (meters)    6477.89  (feet)  COMP
 PZ0616  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 PZ0616
 PZ0616  HORZ ORDER  -  THIRD
 PZ0616  VERT ORDER  -  FIRST     CLASS II
 PZ0616
 PZ0616.The horizontal coordinates were established by classical geodetic methods
 PZ0616.and adjusted by the National Geodetic Survey in July 1992..
 PZ0616
 PZ0616.The orthometric height was determined by differential leveling
 PZ0616.and adjusted by the National Geodetic Survey in June 1991..
 PZ0616
 PZ0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0616
 PZ0616.The geoid height was determined by GEOID03.
 PZ0616
 PZ0616.The dynamic height is computed by dividing the NAVD 88
 PZ0616.geopotential number by the normal gravity value computed on the
 PZ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0616.degrees latitude (g = 980.6199 gals.).
 PZ0616
 PZ0616.The modeled gravity was interpolated from observed gravity values.
 PZ0616
 PZ0616;                    North         East     Units Scale Factor Converg.
 PZ0616;SPC ID C     -   279,055.472   505,864.359   MT  0.99994779   +0 03 04.0
 PZ0616;UTM  12      - 4,895,889.286   266,060.113   MT  1.00027313   -2 02 25.8
 PZ0616;UTM  11      - 4,896,317.524   745,665.009   MT  1.00034230   +2 08 34.4
 PZ0616
 PZ0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0616!SPC ID C     -   0.99969210  x   0.99994779  =   0.99963991
 PZ0616!UTM  12      -   0.99969210  x   1.00027313  =   0.99996515
 PZ0616!UTM  11      -   0.99969210  x   1.00034230  =   1.00003430
 PZ0616
 PZ0616|---------------------------------------------------------------------|
 PZ0616| PID    Reference Object                     Distance      Geod. Az  |
 PZ0616|                                                           dddmmss.s |
 PZ0616| PZ0456 R 15                                  7.419 METERS 06434     |
 PZ0616| CN3411 DICKEY RM 1                           7.624 METERS 15319     |
 PZ0616| PZ0455 Q 15                                               1573234.7 |
 PZ0616|---------------------------------------------------------------------|
 PZ0616
 PZ0616                          SUPERSEDED SURVEY CONTROL
 PZ0616
 PZ0616  NAD 83(1986)-  44 10 43.40304(N)    113 55 35.96700(W) AD(       ) 3
 PZ0616  NAD 27      -  44 10 43.69395(N)    113 55 32.83923(W) AD(       ) 3
 PZ0616  NGVD 29 (07/19/86) 1975.37   (m)         6480.9    (f) LEVELING    3  
 PZ0616
 PZ0616.Superseded values are not recommended for survey control.
 PZ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0616.See file dsdata.txt to determine how the superseded data were derived.
 PZ0616
 PZ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP6606095889(NAD 83)
 PZ0616_MARKER: DS = TRIANGULATION STATION DISK
 PZ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0616_SP_SET: CONCRETE POST
 PZ0616_STAMPING: DICKEY 1965
 PZ0616_MARK LOGO: CGS   
 PZ0616_PROJECTION: PROJECTING 15 CENTIMETERS
 PZ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0616+STABILITY: SURFACE MOTION
 PZ0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0616+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 PZ0616
 PZ0616  HISTORY     - Date     Condition        Report By
 PZ0616  HISTORY     - 1965     MONUMENTED       CGS
 PZ0616  HISTORY     - 1967     GOOD             USGS
 PZ0616  HISTORY     - 1984     GOOD             NGS
 PZ0616  HISTORY     - 1985     GOOD             NGS
 PZ0616  HISTORY     - 20051010 GOOD             QC
 PZ0616
 PZ0616                          STATION DESCRIPTION
 PZ0616
 PZ0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JJL)
 PZ0616'THE STATION IS LOCATED ABOUT 25 AIRLINE MILES NORTHWEST OF MACKAY
 PZ0616'AND ABOUT 28 AIRLINE MILES SOUTHEAST OF CHALLIS.  ON THE SOUTHWEST
 PZ0616'SIDE OF U.S. HIGHWAY ALTERNATE 93 AND ON THE ROAD RIGHT OF WAY.
 PZ0616'
 PZ0616'TO REACH THE STATION FROM THE POST OFFICE IN MACKAY, GO WEST
 PZ0616'ON MAIN STREET FOR 1/2 BLOCK TO U.S. HIGHWAY ALTERNATE 93.  TURN
 PZ0616'RIGHT AND GO NORTHWEST ON U.S. HIGHWAY ALTERNATE 93 FOR 23.0
 PZ0616'MILES TO HISTORICAL SITE 45 AND SIGN MOUNT BORAH ON THE RIGHT,
 PZ0616'NORTHEAST SIDE OF THE ROAD.  CONTINUE NORTHWEST ON U.S. HIGHWAY
 PZ0616'ALTERNATE 93 FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 PZ0616'NORTHEAST SIDE OF THE ROAD.  CONTINUE NORTHWEST ON U.S.
 PZ0616'HIGHWAY ALTERNATE 93 FOR 1.9 MILES TO THE STATION ON THE LEFT,
 PZ0616'SOUTHWEST SIDE OF THE ROAD.
 PZ0616'
 PZ0616'THE STATION MARK IS A STANDARD DISK STAMPED DICKEY 1965, SET IN
 PZ0616'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT PROJECTING 4
 PZ0616'INCHES.  IT IS 74 FEET SOUTHWEST OF THE CENTER LINE OF
 PZ0616'U.S. HIGHWAY ALTERNATE 93.
 PZ0616'
 PZ0616'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DICKEY NO 1 1965,
 PZ0616'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT PROJECTING 4
 PZ0616'INCHES.  IT IS 72 FEET SOUTHWEST OF THE CENTER LINE OF
 PZ0616'U.S. HIGHWAY ALTERNATE 93.
 PZ0616'
 PZ0616'REFERENCE MARK 2 IS A STANDARD BENCH MARK DISK STAMPED R 15
 PZ0616'1933, SET IN THE TOP 10 INCH SQUARE CONCRETE MONUMENT PROJECTING
 PZ0616'12 INCHES.  IT IS 50 FEET SOUTHWEST OF THE CENTER LINE OF
 PZ0616'U.S. HIGHWAY ALTERNATE 93.
 PZ0616'
 PZ0616'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED
 PZ0616'Q 15 1933, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 PZ0616'PROJECTING 8 INCHES.  IT IS 46 FEET NORTHEAST OF THE CENTER
 PZ0616'LINE OF U.S. HIGHWAY ALTERNATE 93, 42 FEET SOUTH-SOUTHEAST
 PZ0616'OF A CULVERT AND 20 FEET SOUTHWEST OF A FENCE LINE.
 PZ0616
 PZ0616                          STATION RECOVERY (1967)
 PZ0616
 PZ0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PZ0616'STATION MARK--A STANDARD DISK STAMPED ---DICKEY 1965---, SET IN THE
 PZ0616'TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING 4 INCHES.
 PZ0616
 PZ0616                          STATION RECOVERY (1984)
 PZ0616
 PZ0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0616'40.4 KM (25.1 MI) NORTH FROM MACKAY.
 PZ0616'40.4 KM (25.1 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF
 PZ0616'MAIN STREET AT MACKAY, 4.6 KM (2.9 MI) NORTHWEST OF THE Y JUNCTION OF
 PZ0616'DOUBLESPRING ROAD, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 134,
 PZ0616'22.9 METERS (75.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND
 PZ0616'8.0 METERS (26.2 FT) SOUTHWEST OF BENCH MARK R 15 1933.
 PZ0616'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 PZ0616'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PZ0616
 PZ0616                          STATION RECOVERY (1985)
 PZ0616
 PZ0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0616'RECOVERED IN GOOD CONDITION.
 PZ0616
 PZ0616                          STATION RECOVERY (2005)
 PZ0616
 PZ0616'RECOVERY NOTE BY QUADRANT CONSULTING 2005 (LFC)
 PZ0616'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0776 ***********************************************************************
 PZ0776  DESIGNATION -  DICKEY
 PZ0776  PID         -  PZ0776
 PZ0776  STATE/COUNTY-  ID/CUSTER
 PZ0776  USGS QUAD   -  DICKEY PEAK (1967)
 PZ0776
 PZ0776                         *CURRENT SURVEY CONTROL
 PZ0776  ___________________________________________________________________
 PZ0776* NAD 83(1992)-  44 13 45.36047(N)    113 53 00.47308(W)     ADJUSTED  
 PZ0776* NAVD 88     -      3397.3    (meters)   11146.     (feet)  VERTCON   
 PZ0776  ___________________________________________________________________
 PZ0776  LAPLACE CORR-           9.32  (seconds)                    DEFLEC99
 PZ0776  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 PZ0776
 PZ0776  HORZ ORDER  -  THIRD
 PZ0776
 PZ0776.The horizontal coordinates were established by classical geodetic methods
 PZ0776.and adjusted by the National Geodetic Survey in July 1992..
 PZ0776
 PZ0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0776
 PZ0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0776
 PZ0776.The geoid height was determined by GEOID03.
 PZ0776
 PZ0776;                    North         East     Units Scale Factor Converg.
 PZ0776;SPC ID C     -   284,675.322   509,310.292   MT  0.99994843   +0 04 52.6
 PZ0776;UTM  12      - 4,901,381.292   269,710.098   MT  1.00025228   -2 00 43.9
 PZ0776
 PZ0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0776!SPC ID C     -   0.99946937  x   0.99994843  =   0.99941782
 PZ0776!UTM  12      -   0.99946937  x   1.00025228  =   0.99972151
 PZ0776
 PZ0776|---------------------------------------------------------------------|
 PZ0776| PID    Reference Object                     Distance      Geod. Az  |
 PZ0776|                                                           dddmmss.s |
 PZ0776| CN3413 DICKEY RM 2                                        15851     |
 PZ0776| QA0698 ANDERSON RESET                      APPROX.11.8 KM 2524412.5 |
 PZ0776| CN3412 DICKEY RM 1                                        28756     |
 PZ0776|---------------------------------------------------------------------|
 PZ0776
 PZ0776                          SUPERSEDED SURVEY CONTROL
 PZ0776
 PZ0776  NAD 83(1986)-  44 13 45.35883(N)    113 53 00.46602(W) AD(       ) 3
 PZ0776  NAD 27      -  44 13 45.64926(N)    113 52 57.31315(W) AD(       ) 3
 PZ0776  NGVD 29 (07/19/86) 3395.8    (m)        11141.     (f) VERT ANG       
 PZ0776
 PZ0776.Superseded values are not recommended for survey control.
 PZ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0776.See file dsdata.txt to determine how the superseded data were derived.
 PZ0776
 PZ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ6971001381(NAD 83)
 PZ0776_MARKER: DD = SURVEY DISK
 PZ0776_SETTING: 80 = SET IN A BOULDER
 PZ0776_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PZ0776
 PZ0776  HISTORY     - Date     Condition        Report By
 PZ0776  HISTORY     - 1956     MONUMENTED       USGS
 PZ0776  HISTORY     - 1967     GOOD             USGS
 PZ0776
 PZ0776                          STATION DESCRIPTION
 PZ0776
 PZ0776'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0776'LOCATED ABOUT 6 MI N. OF DICKEY, 5 MI E. OF WILLOW CREEK SUMMIT.
 PZ0776'ON HIGHEST POINT OF DICKEY PEAK, A PROMINENT MOUNTAIN AT SOUTH
 PZ0776'END OF ONE OF THE MAIN RIDGES OF THE LOST RIVER RANGE.  MOST OF
 PZ0776'THE TOP IS COMPOSED OF LOOSE ROCK.
 PZ0776'
 PZ0776'REACHED BY HELICOPTER.
 PZ0776'
 PZ0776'TO REACH FROM DICKEY, DRIVE N. FOR 0.4 MI. TO Y-FORK, TAKE RIGHT
 PZ0776'FORK PER SIGN --MAY-PATTERSON-- FOR 5.2 MI. TO T-TRACK RD. W., TURN
 PZ0776'LEFT ON TRACK FOR 0.5 MI. TO ENTRANCE OF A GULCH, TURN LEFT AND GO
 PZ0776'CROSS-COUNTRY TO ENTRANCE OF NEXT GULCH S., THENCE UP GULCH TO THE
 PZ0776'TOE OF A NATURALLY TERRACED SLOPE, A TOTAL OF 0.6 MI., TURN RIGHT
 PZ0776'AND DRIVE N. UP SLOPE AND CONTINUE W. AND N. ALONG RIDGE AS FAR AS
 PZ0776'FEASIBLE, ABOUT 1 MI.  (A FOUR-WHEEL DRIVE TRUCK REQUIRED FOR LAST
 PZ0776'MI.)  PACK UP STEEP SLOPE TO RIDGE, AVOIDING A SLIDEROCK SIDEHILLS,
 PZ0776'TO LAST SADDLE ON RIDGE, KEEP TO LEFT AND BELOW RIDGECREST TO MOUTH
 PZ0776'OF A ROCK-FILLED CHUTE, UP THIS CHUTE AND ON TO TOP AND STATION.
 PZ0776'ABOUT A 3-HOUR PACK LOADED, 1 HOUR 40 MINUTES EMPTY.  (PACK HORSES
 PZ0776'WERE LED TO THE ABOVE MENTIONED LAST SADDLE, BUT THEIR USE IS NOT
 PZ0776'RECOMMENDED.)
 PZ0776'
 PZ0776'STATION MARK--A STANDARD TABLET STAMPED ---DICKEY 1956---, SET IN
 PZ0776'TOP OF SMALL BOULDER BURIED SO THAT THE MARK IS 0.4 FT. BELOW
 PZ0776'GROUND.
 PZ0776'
 PZ0776'REFEENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 PZ0776'---NO 1---, SET IN ROCK OUTCROP, 30.39 FT. FROM STATION MARK AND
 PZ0776'4.8 FT. LOWER, N 72 DEG 04 MIN W.
 PZ0776'
 PZ0776'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 PZ0776'---NO 2---, SET IN A ROCK OUTCROP, 29.87 FT. FROM STATION MARK AND
 PZ0776'5 FT. LOWER, S 21 DEG 09 MIN E.
 PZ0776
 PZ0776                          STATION RECOVERY (1967)
 PZ0776
 PZ0776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PZ0776'RECOVERED AS DESCRIBED.  STATION REACHED BY
 PZ0776'HELICOPTER.  RMS NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0997 ***********************************************************************
 NV0997  DESIGNATION -  DIETRICH
 NV0997  PID         -  NV0997
 NV0997  STATE/COUNTY-  ID/LINCOLN
 NV0997  USGS QUAD   -  DIETRICH BUTTE (1992)
 NV0997
 NV0997                         *CURRENT SURVEY CONTROL
 NV0997  ___________________________________________________________________
 NV0997* NAD 83(1992)-  42 56 45.51009(N)    114 12 50.98880(W)     ADJUSTED  
 NV0997* NAVD 88     -      1412.7    (meters)    4635.     (feet)  VERTCON   
 NV0997  ___________________________________________________________________
 NV0997  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 NV0997  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NV0997
 NV0997  HORZ ORDER  -  SECOND
 NV0997
 NV0997.The horizontal coordinates were established by classical geodetic methods
 NV0997.and adjusted by the National Geodetic Survey in July 1992..
 NV0997
 NV0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0997
 NV0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0997
 NV0997.The geoid height was determined by GEOID03.
 NV0997
 NV0997;                    North         East     Units Scale Factor Converg.
 NV0997;SPC ID C     -   142,119.375   482,522.521   MT  0.99995112   -0 08 45.3
 NV0997;UTM  11      - 4,758,581.402   727,274.332   MT  1.00023550   +1 53 55.8
 NV0997
 NV0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0997!SPC ID C     -   0.99978072  x   0.99995112  =   0.99973185
 NV0997!UTM  11      -   0.99978072  x   1.00023550  =   1.00001617
 NV0997
 NV0997|---------------------------------------------------------------------|
 NV0997| PID    Reference Object                     Distance      Geod. Az  |
 NV0997|                                                           dddmmss.s |
 NV0997| CD4991 DIETRICH RM 2                        27.498 METERS 06218     |
 NV0997| NU1770 KIMAMA 2                            APPROX.23.6 KM 1174159.2 |
 NV0997| CD4992 DIETRICH RM 3                        23.666 METERS 17542     |
 NV0997|---------------------------------------------------------------------|
 NV0997
 NV0997                          SUPERSEDED SURVEY CONTROL
 NV0997
 NV0997  NAD 83(1986)-  42 56 45.50865(N)    114 12 50.98555(W) AD(       ) 2
 NV0997  NAD 27      -  42 56 45.84561(N)    114 12 47.85508(W) AD(       ) 2
 NV0997  NGVD 29 (07/19/86) 1411.8    (m)         4632.     (f) VERT ANG       
 NV0997
 NV0997.Superseded values are not recommended for survey control.
 NV0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0997.See file dsdata.txt to determine how the superseded data were derived.
 NV0997
 NV0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH2727458581(NAD 83)
 NV0997_MARKER: DB = BENCH MARK DISK
 NV0997_SETTING: 80 = SET IN A BOULDER
 NV0997_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 NV0997_STAMPING: DIETRICH 1947
 NV0997_MARK LOGO: USGS  
 NV0997_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0997+STABILITY: SURFACE MOTION
 NV0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0997+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1993
 NV0997
 NV0997  HISTORY     - Date     Condition        Report By
 NV0997  HISTORY     - 1947     MONUMENTED       USGS
 NV0997  HISTORY     - 1970     GOOD             USGS
 NV0997  HISTORY     - 1973     GOOD             USGS
 NV0997  HISTORY     - 19920513 GOOD             NGS
 NV0997  HISTORY     - 19930820 GOOD             LOCENG
 NV0997
 NV0997                          STATION DESCRIPTION
 NV0997
 NV0997'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NV0997'RM 2 TO RM 3 NOT MEASURED.
 NV0997'
 NV0997'NOTE BY USGS, 1970--ALL MARKS FOUND IN GOOD CONDITION AS
 NV0997'DESCRIBED BY USGS IN 1947 EXCEPT REFERENCE MARK NO. 1 WHICH
 NV0997'IS DESTROYED AND NOW REPLACED BY REFERENCE MARK NO. 3.
 NV0997'
 NV0997'LOCATED ABOUT 10 MI E. OF SHOSHONE, 3.5 MI (AIRLINE) NE. OF
 NV0997'DIETRICH.  ON THE MOST PROMINENT HILL IN THE VICINITY KNOWN
 NV0997'AS DIETRICH BUTTE.  STATION IS ON ROCK OUTCROP IN CENTER OF
 NV0997'BUTTE.
 NV0997'
 NV0997'TO REACH FROM THE SHOSHONE POST OFFICE DRIVE E. FOR 0.1 MI TO
 NV0997'INTERSECTION OF U.S. HIGHWAYS 93 AND 20.  TURN LEFT, CROSS
 NV0997'RAILROAD TRACKS AND TURN RIGHT AND FOLLOW U.S. HIGHWAY 20 FOR
 NV0997'8.7 MI TO DIRT RD. TO RIGHT.  TURN RIGHT 2.2 MI TO A TRACK
 NV0997'RD. TO LEFT.  TURN LEFT 0.4 MI TO RD. FKS.  TAKE RIGHT FORK 0.2
 NV0997'MI TO RD. FKS.  TAKE LEFT FORK AND DRIVE E. UPHILL FOR 1.9 MI
 NV0997'TO TOP AND STATION.
 NV0997'
 NV0997'STATION MARK--A STANDARD USGS BRONZE TABLET STAMPED DIETRICH
 NV0997'1947 SET IN A ROCK OUTCROP ON TOP.
 NV0997'
 NV0997'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NV0997'STAMPED NO 2 SET IN A ROCK OUTCROP.
 NV0997'
 NV0997'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK TABLET
 NV0997'STAMPED DIETRICH NO 3 1947 SET IN A ROCK OUTCROP.
 NV0997
 NV0997                          STATION RECOVERY (1973)
 NV0997
 NV0997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NV0997'NOTE BY USGS, 1973--REFERENCE MARKS NOT OBSERVED IN 1973.
 NV0997
 NV0997                          STATION RECOVERY (1992)
 NV0997
 NV0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0997'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 NV0997'CONDITION.
 NV0997'STATION IS LOCATED ABOUT 16.0 KM (9.9 MI) EAST OF SHOSHONE, 5.7 KM
 NV0997'(3.5 MI) NORTHEAST OF DIETRICH AND ON THE HIGHEST PART OF DIETRICH
 NV0997'BUTTE.
 NV0997'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 93 AND 26 IN SHOSHONE. GO
 NV0997'NORTH AND NORTHEAST ON U.S. HIGHWAY 93 FOR 14.23 KM (8.84 MI) TO A
 NV0997'PAVED SIDE ROAD RIGHT (750 E).  TURN RIGHT AND GO SOUTHEAST ON THE
 NV0997'PAVED ROAD FOR 3.76 KM (2.34 MI) TO A CINDER AND GRAVEL ROAD LEFT
 NV0997'(110 E).  TURN LEFT AND GO EASTERLY ON CINDER AND GRAVEL ROAD FOR
 NV0997'2.78 KM (1.73 MI) TO THE END OF THE GRAVEL AND CINDER ROAD.  CONTINUE
 NV0997'AHEAD EASTERLY ON TRACK ROAD FOR .682 KM (0.424 MI) TO A DIM TRACK
 NV0997'ROAD RIGHT.  TURN RIGHT AND SO SOUTHWEST ON TRACK ROAD FOR .352 KM
 NV0997'(0.219 MI) TO THE TOP AND HIGHEST PART OF THE BUTTE AND THE MARK ON
 NV0997'THE LEFT.  LOCATED 23.6 M (77.4 FT) NORTH OF REFERENCE MARK 3, 27.5 M
 NV0997'(90.2 FT) SOUTHWEST OF REFERENCE 2 AND 19.8 M (65.0 FT) NORTHEAST OF
 NV0997'THE CENTER OF THE TRACK ROAD.  NO WITNESS POST WAS SET.
 NV0997'STATION IS A USGS BENCH MARK DISK CEMENTED INTO A DRILL HOLE IN A 2 BY
 NV0997'2 FOOT FLAT TOP BOULDER NEAR THE CENTER OF A GROUP OF BOULDERS
 NV0997'PROJECTING ABOUT 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE.
 NV0997'NOTE--THIS STATION WAS NOT OCCUPIED.  VISITED BY LIGHT KEEPER ONLY.
 NV0997
 NV0997                          STATION RECOVERY (1993)
 NV0997
 NV0997'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NV0997'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH9227 ***********************************************************************
 DH9227  SACS        -  This is a Secondary Airport Control Station.
 DH9227  DESIGNATION -  DIJ B
 DH9227  PID         -  DH9227
 DH9227  STATE/COUNTY-  ID/TETON
 DH9227  USGS QUAD   -  DRIGGS (1978)
 DH9227
 DH9227                         *CURRENT SURVEY CONTROL
 DH9227  ___________________________________________________________________
 DH9227* NAD 83(1999)-  43 44 06.54808(N)    111 06 25.60997(W)     ADJUSTED  
 DH9227* NAVD 88     -      1871.37   (meters)    6139.7    (feet)  GPS OBS   
 DH9227  ___________________________________________________________________
 DH9227  X           -  -1,662,717.212 (meters)                     COMP
 DH9227  Y           -  -4,307,439.924 (meters)                     COMP
 DH9227  Z           -   4,388,163.272 (meters)                     COMP
 DH9227  LAPLACE CORR-           8.76  (seconds)                    DEFLEC99
 DH9227  ELLIP HEIGHT-        1861.56  (meters)          (04/27/06) GPS OBS
 DH9227  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 DH9227
 DH9227  HORZ ORDER  -  FIRST
 DH9227  ELLP ORDER  -  FIFTH     CLASS I
 DH9227
 DH9227.This mark is at Driggs-Reed Memorial Airport (DIJ)
 DH9227
 DH9227.The horizontal coordinates were established by GPS observations
 DH9227.and adjusted by the DAVID EVANS + ASSOC in April 2006..
 DH9227.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH9227.DATUM ITEM on the data sheet items page.
 DH9227
 DH9227.The orthometric height was determined by GPS observations and a
 DH9227.high-resolution geoid model.
 DH9227
 DH9227.GPS derived orthometric heights for airport stations designated as
 DH9227.PACS or SACS are published to 2 decimal places.  This maintains
 DH9227.centimeter relative accuracy between the PACS and SACS.  It does
 DH9227.not indicate centimeter accuracy relative to other marks which are
 DH9227.part of the NAVD 88 network.
 DH9227
 DH9227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9227
 DH9227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9227
 DH9227.The ellipsoidal height was determined by GPS observations
 DH9227.and is referenced to NAD 83.
 DH9227
 DH9227.The geoid height was determined by GEOID03.
 DH9227
 DH9227;                    North         East     Units Scale Factor Converg.
 DH9227;SPC ID E     -   230,315.247   285,355.544   MT  1.00003695   +0 43 57.1
 DH9227;UTM  12      - 4,842,463.042   491,374.131   MT  0.99960092   -0 04 26.6
 DH9227
 DH9227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9227!SPC ID E     -   0.99970817  x   1.00003695  =   0.99974511
 DH9227!UTM  12      -   0.99970817  x   0.99960092  =   0.99930921
 DH9227
 DH9227|---------------------------------------------------------------------|
 DH9227| PID    Reference Object                     Distance      Geod. Az  |
 DH9227|                                                           dddmmss.s |
 DH9227| AA3684 U59 A                               327.104 METERS 02109     |
 DH9227|---------------------------------------------------------------------|
 DH9227
 DH9227                          SUPERSEDED SURVEY CONTROL
 DH9227
 DH9227.No superseded survey control is available for this station.
 DH9227
 DH9227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP9137442463(NAD 83)
 DH9227_MARKER: DH = HORIZONTAL CONTROL DISK
 DH9227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9227_STAMPING: DIJ B 2006
 DH9227_MARK LOGO: NGS   
 DH9227_PROJECTION: FLUSH
 DH9227_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9227+STABILITY: SURFACE MOTION
 DH9227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9227+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 DH9227
 DH9227  HISTORY     - Date     Condition        Report By
 DH9227  HISTORY     - 20060411 MONUMENTED       EVANS
 DH9227
 DH9227                          STATION DESCRIPTION
 DH9227
 DH9227'DESCRIBED BY DAVID EVANS + ASSOC 2006 (JOA)
 DH9227'THE STATION IS LOCATED AT DRIGGS REED MEMORIAL AIRPORT.
 DH9227' 
 DH9227'TO REACH THE STATION FROM THE POST OFFICE IN DRIGGS, GO 2.2 KM (1.4
 DH9227'MI) NORTHEAST ALONG  HIGHWAY 33 TO TETON AVIATION/DRIGGS REED MEMORIAL
 DH9227'AIRPORT. TURN RIGHT AND TRAVEL 0.5  KM (0.8 MI) ALONG A PAVED ROAD TO
 DH9227'AN AUTOMATIC GATE. ENTER THE GATE AND TURN LEFT AND  PROCEED TO THE
 DH9227'TAXIWAY. TURN LEFT ON TO THE TAXIWAY AND GO 0.3 KM SOUTHWESTERLY TO
 DH9227'END, TURN LEFT AND CROSS RUNWAY TO THE STATION.  THE STATION IS
 DH9227'LOCATED APPROXIMATELY  61 M (200 FT) EASTERLY OF THE SOUTHEAST CORNER
 DH9227'OF THE RUNWAY AND 18.3 M (60 FT) WESTERLY  OF AN 8 FOOT CHAINLINK
 DH9227'FENCE.  THE STATION IS A 3 INCH BRASS DISK SET IN CONCRETE AND
 DH9227'STAMPED DIJ B 2006.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH9228 ***********************************************************************
 DH9228  SACS        -  This is a Secondary Airport Control Station.
 DH9228  DESIGNATION -  DIJ C
 DH9228  PID         -  DH9228
 DH9228  STATE/COUNTY-  ID/TETON
 DH9228  USGS QUAD   -  DRIGGS (1978)
 DH9228
 DH9228                         *CURRENT SURVEY CONTROL
 DH9228  ___________________________________________________________________
 DH9228* NAD 83(1999)-  43 44 59.70417(N)    111 05 14.82850(W)     ADJUSTED  
 DH9228* NAVD 88     -      1897.92   (meters)    6226.8    (feet)  GPS OBS   
 DH9228  ___________________________________________________________________
 DH9228  X           -  -1,660,837.672 (meters)                     COMP
 DH9228  Y           -  -4,306,969.551 (meters)                     COMP
 DH9228  Z           -   4,389,367.285 (meters)                     COMP
 DH9228  LAPLACE CORR-          10.29  (seconds)                    DEFLEC99
 DH9228  ELLIP HEIGHT-        1888.22  (meters)          (04/27/06) GPS OBS
 DH9228  GEOID HEIGHT-          -9.71  (meters)                     GEOID03
 DH9228
 DH9228  HORZ ORDER  -  FIRST
 DH9228  ELLP ORDER  -  FIFTH     CLASS I
 DH9228
 DH9228.This mark is at Driggs-Reed Memorial Airport (DIJ)
 DH9228
 DH9228.The horizontal coordinates were established by GPS observations
 DH9228.and adjusted by the DAVID EVANS + ASSOC in April 2006..
 DH9228.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DH9228.DATUM ITEM on the data sheet items page.
 DH9228
 DH9228.The orthometric height was determined by GPS observations and a
 DH9228.high-resolution geoid model.
 DH9228
 DH9228.GPS derived orthometric heights for airport stations designated as
 DH9228.PACS or SACS are published to 2 decimal places.  This maintains
 DH9228.centimeter relative accuracy between the PACS and SACS.  It does
 DH9228.not indicate centimeter accuracy relative to other marks which are
 DH9228.part of the NAVD 88 network.
 DH9228
 DH9228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9228
 DH9228.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9228
 DH9228.The ellipsoidal height was determined by GPS observations
 DH9228.and is referenced to NAD 83.
 DH9228
 DH9228.The geoid height was determined by GEOID03.
 DH9228
 DH9228;                    North         East     Units Scale Factor Converg.
 DH9228;SPC ID E     -   231,976.177   286,918.080   MT  1.00004026   +0 44 46.8
 DH9228;UTM  12      - 4,844,101.090   492,959.202   MT  0.99960061   -0 03 37.7
 DH9228
 DH9228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9228!SPC ID E     -   0.99970400  x   1.00004026  =   0.99974424
 DH9228!UTM  12      -   0.99970400  x   0.99960061  =   0.99930472
 DH9228
 DH9228                          SUPERSEDED SURVEY CONTROL
 DH9228
 DH9228.No superseded survey control is available for this station.
 DH9228
 DH9228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP9295944101(NAD 83)
 DH9228_MARKER: DH = HORIZONTAL CONTROL DISK
 DH9228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9228_STAMPING: DIJ C 2006
 DH9228_MARK LOGO: NGS   
 DH9228_PROJECTION: FLUSH
 DH9228_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9228+STABILITY: SURFACE MOTION
 DH9228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9228+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 DH9228
 DH9228  HISTORY     - Date     Condition        Report By
 DH9228  HISTORY     - 20060411 MONUMENTED       EVANS
 DH9228
 DH9228                          STATION DESCRIPTION
 DH9228
 DH9228'DESCRIBED BY DAVID EVANS + ASSOC 2006 (JOA)
 DH9228'THE STATION IS LOCATED AT DRIGGS REED MEMORIAL AIRPORT.
 DH9228' 
 DH9228'TO REACH THE STATION FROM THE POST OFFICE IN DRIGGS, GO 2.2 KM (1.4
 DH9228'MI) NORTHEAST ALONG  HIGHWAY 33 TO TETON AVIATION/DRIGGS REED MEMORIAL
 DH9228'AIRPORT. TURN RIGHT AND TRAVEL 0.5  KM (0.8 MI) ALONG A PAVED ROAD TO
 DH9228'AN AUTOMATIC GATE. ENTER THE GATE AND TURN LEFT AND  PROCEED TO THE
 DH9228'TAXIWAY. TURN LEFT ON TO THE TAXIWAY AND GO 2.2 KM NORTHEASTERLY TO
 DH9228'END,  THE STATION IS LOCATED APPROXIMATELY 22 M (72 FT) NORTHEASTERLY
 DH9228'OF THE NORTHWEST  OF THE TAXIWAY ON THE NORTHERLY PROD OF THE WEST
 DH9228'EDGE OF THE PAVEMENT AND 12.2M (40  FT) EASTERLY OF A 4.5 FOOT HIGH
 DH9228'FENCE.  THE STATION IS A 3 INCH BRASS DISK SET IN CONCRETE  AND
 DH9228'STAMPED DIJ C 2006.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1187 ***********************************************************************
 PY1187  DESIGNATION -  DILLY
 PY1187  PID         -  PY1187
 PY1187  STATE/COUNTY-  ID/FREMONT
 PY1187  USGS QUAD   -  SPLIT BUTTE (1965)
 PY1187
 PY1187                         *CURRENT SURVEY CONTROL
 PY1187  ___________________________________________________________________
 PY1187* NAD 83(1992)-  44 07 30.29216(N)    111 44 02.03574(W)     ADJUSTED  
 PY1187* NAVD 88     -      1700.7    (meters)    5580.     (feet)  VERTCON   
 PY1187  ___________________________________________________________________
 PY1187  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 PY1187  GEOID HEIGHT-         -10.52  (meters)                     GEOID03
 PY1187
 PY1187  HORZ ORDER  -  THIRD
 PY1187
 PY1187.The horizontal coordinates were established by classical geodetic methods
 PY1187.and adjusted by the National Geodetic Survey in July 1992..
 PY1187
 PY1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1187
 PY1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1187
 PY1187.The geoid height was determined by GEOID03.
 PY1187
 PY1187;                    North         East     Units Scale Factor Converg.
 PY1187;SPC ID E     -   273,183.738   234,635.844   MT  0.99996212   +0 18 04.7
 PY1187;UTM  12      - 4,886,027.302   441,284.017   MT  0.99964240   -0 30 39.5
 PY1187
 PY1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1187!SPC ID E     -   0.99973504  x   0.99996212  =   0.99969717
 PY1187!UTM  12      -   0.99973504  x   0.99964240  =   0.99937754
 PY1187
 PY1187:                Primary Azimuth Mark                     Grid Az
 PY1187:SPC ID E     -  T9N R40E SECS 13 14 23 24                132 33 37.7
 PY1187:UTM  12      -  T9N R40E SECS 13 14 23 24                133 22 21.9
 PY1187
 PY1187|---------------------------------------------------------------------|
 PY1187| PID    Reference Object                     Distance      Geod. Az  |
 PY1187|                                                           dddmmss.s |
 PY1187| PY1183 T9N R40E SECS 13 14 23 24           APPROX. 4.0 KM 1325142.4 |
 PY1187|---------------------------------------------------------------------|
 PY1187
 PY1187                          SUPERSEDED SURVEY CONTROL
 PY1187
 PY1187  NAD 83(1986)-  44 07 30.29099(N)    111 44 02.02283(W) AD(       ) 3
 PY1187  NAD 27      -  44 07 30.60779(N)    111 43 59.14386(W) AD(       ) 3
 PY1187  NGVD 29 (07/19/86) 1699.6    (m)         5576.     (f) VERT ANG       
 PY1187
 PY1187.Superseded values are not recommended for survey control.
 PY1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1187.See file dsdata.txt to determine how the superseded data were derived.
 PY1187
 PY1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP4128486027(NAD 83)
 PY1187_MARKER: DD = SURVEY DISK
 PY1187_SETTING: 66 = SET IN ROCK OUTCROP
 PY1187_SP_SET: SET IN ROCK OUTCROP
 PY1187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1187+STABILITY: POSITION/ELEVATION WELL
 PY1187
 PY1187  HISTORY     - Date     Condition        Report By
 PY1187  HISTORY     - 1964     MONUMENTED       USGS
 PY1187
 PY1187                          STATION DESCRIPTION
 PY1187
 PY1187'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 PY1187'LOCATED ABOUT 15 MI. (AIRLINE) WNW. OF ASHTON, ABOUT 11.5 MI. NNW.
 PY1187'OF ST. ANTHONY, ABOUT 0.4 MI. SE. OF A TRACK RD. FORK, JUST BELOW
 PY1187'THE HIGHEST POINT OF A ROCK OUTCROP.
 PY1187'
 PY1187'TO REACH FROM POST OFFICE AT ST. ANTHONY DRIVE N. 0.2 MI. TO STOP
 PY1187'SIGN AT CROSSROAD, TURN LEFT, W., AND DRIVE 3.6 MI. ALONG PAVED RD.
 PY1187'TO FORK OF A GRAVEL RD., CONTINUE STRAIGHT, W., ON GRAVEL RD. FOR
 PY1187'1.1 MI. TO CROSS-ROAD AND SIGNS READING-- --ICE CAVES 23 MI.--
 PY1187'--SPENCER 50 MI.--, --FULLMER DESERT PLAYGROUND--, TURN RIGHT, N.,
 PY1187'ALONG A PAVED RD. (WHICH BECOMES A GRAVEL SURFACE AFTER 1.1 MI.) AND
 PY1187'DRIVE IN A GENERALLY N. DIRECTION FOR 9.8 MI. TO A RD. FORK, TAKE
 PY1187'RIGHT FORK, NE., AND DRIVE 3.7 MI. TO A FAINT TRACK RD. FORK, HERE
 PY1187'MAKE SHARP RIGHT TURN, SE., AND CONTINUE ON FOR 1 MI. TO A TRACK RD.
 PY1187'FORK, ABOUT 100 FT. SE. OF A LARGE, STONE BASIN, TURN LEFT, E., AND
 PY1187'PROCEED 1.1 MI. TO ANOTHER TRACK RD. FORK, TAKE RIGHT FORK, SE., AND
 PY1187'DRIVE 0.5 MI.  STATION LIES ABOUT 0.1 MI. NE. OF RD. AT THIS POINT.
 PY1187'
 PY1187'STATION MARK--A STANDARD TABLET STAMPED---DILLY 1964--- SET IN THE
 PY1187'TOP OF A ROCK OUTCROP.
 PY1187'
 PY1187'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED---DILLY NO. 1
 PY1187'1964---, SET IN ROCK OUTCROP, 7.63 FT. FROM AND ABOUT 0.8 FT. BELOW
 PY1187'STATION MARK, N 00 DEG 30 MIN E.
 PY1187'
 PY1187'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED---DILLY NO. 2
 PY1187'1964---, SET IN ROCK OUTCROP, 34.03 FT. FROM AND ABOUT 2.5 FT. BELOW
 PY1187'STATION MARK, S 46 DEG 19 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1770 ***********************************************************************
 RZ1770  DESIGNATION -  DISH
 RZ1770  PID         -  RZ1770
 RZ1770  STATE/COUNTY-  ID/CLEARWATER
 RZ1770  USGS QUAD   -  SOUTHWICK (1990)
 RZ1770
 RZ1770                         *CURRENT SURVEY CONTROL
 RZ1770  ___________________________________________________________________
 RZ1770* NAD 83(1992)-  46 31 46.43789(N)    116 24 41.32528(W)     ADJUSTED  
 RZ1770* NAVD 88     -       953.3    (meters)    3128.     (feet)  VERTCON   
 RZ1770  ___________________________________________________________________
 RZ1770  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 RZ1770  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 RZ1770
 RZ1770  HORZ ORDER  -  SECOND
 RZ1770
 RZ1770.The horizontal coordinates were established by classical geodetic methods
 RZ1770.and adjusted by the National Geodetic Survey in July 1992..
 RZ1770
 RZ1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1770
 RZ1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1770
 RZ1770.The geoid height was determined by GEOID03.
 RZ1770
 RZ1770;                    North         East     Units Scale Factor Converg.
 RZ1770;SPC ID W     -   540,513.674   749,254.110   MT  0.99996498   -0 28 48.2
 RZ1770;UTM  11      - 5,153,056.879   545,133.784   MT  0.99962504   +0 25 37.6
 RZ1770
 RZ1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1770!SPC ID W     -   0.99985330  x   0.99996498  =   0.99981829
 RZ1770!UTM  11      -   0.99985330  x   0.99962504  =   0.99947840
 RZ1770
 RZ1770|---------------------------------------------------------------------|
 RZ1770| PID    Reference Object                     Distance      Geod. Az  |
 RZ1770|                                                           dddmmss.s |
 RZ1770| CH7229 DISH RM 1                            18.096 METERS 04345     |
 RZ1770| CH7231 DISH SUB POINT A                                   20040     |
 RZ1770| CH7228 DISH AZ MK                                         2705238.5 |
 RZ1770| CH7230 DISH RM 2                            46.894 METERS 28526     |
 RZ1770|---------------------------------------------------------------------|
 RZ1770
 RZ1770                          SUPERSEDED SURVEY CONTROL
 RZ1770
 RZ1770  NAD 83(1986)-  46 31 46.44332(N)    116 24 41.32093(W) AD(       ) 2
 RZ1770  NAD 27      -  46 31 46.80400(N)    116 24 37.79820(W) AD(       ) 2
 RZ1770  NGVD 29 (07/19/86)  952.3    (m)         3124.     (f) VERT ANG       
 RZ1770
 RZ1770.Superseded values are not recommended for survey control.
 RZ1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1770.See file dsdata.txt to determine how the superseded data were derived.
 RZ1770
 RZ1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM4513453057(NAD 83)
 RZ1770_MARKER: DS = TRIANGULATION STATION DISK
 RZ1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1770_STAMPING: DISH 1959
 RZ1770_MARK LOGO: CGS   
 RZ1770_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1770+STABILITY: SURFACE MOTION
 RZ1770
 RZ1770  HISTORY     - Date     Condition        Report By
 RZ1770  HISTORY     - 1959     MONUMENTED       CGS
 RZ1770  HISTORY     - 19810715 GOOD             NGS
 RZ1770
 RZ1770                          STATION DESCRIPTION
 RZ1770
 RZ1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1770'STATION IS ABOUT 4-1/2 MILES WEST AND 2 MILES NORTH OF THE
 RZ1770'CONFLUENCE OF THE CLEARWATER RIVER AND THE NORTH FORK OF THE
 RZ1770'CLEARWATER RIVER, 2-1/2 MILES SOUTH AND 1 MILE EAST OF CAVENDISH
 RZ1770'AND 2 MILES NORTH OF THE CLEARWATER RIVER.  IN THE NORTHEAST
 RZ1770'CORNER OF SECTION 26, R 1 W, T 37 N, ON THE SOUTH SIDE OF AN
 RZ1770'EAST-WEST GRAVEL ROAD, ON A HIGH RIDGE WITH CULTIVATED FIELDS
 RZ1770'ON BOTH SIDES OF THE ROAD.
 RZ1770'
 RZ1770'TO REACH FROM THE NORTHWEST END OF THE NORTH FORK OF THE
 RZ1770'CLEARWATER RIVER BRIDGE IN AHSAHKA, GO WEST AND NORTH ON STATE
 RZ1770'HIGHWAY 7 FOR 8.5 MILES TO CROSSROADS AT MILE POST 316, TURN
 RZ1770'RIGHT, EAST ON GRAVEL ROAD FOR 0.95 MILE TO AZIMUTH MARK ON
 RZ1770'THE LEFT, CONTINUE EAST, ON GRAVEL ROAD FOR 0.35 MILE TO TOP OF
 RZ1770'RISE AND STATION ON THE RIGHT.
 RZ1770'
 RZ1770'STATION MARKS ARE STANDARD DISK, STAMPED DISH 1959.  THE SURFACE
 RZ1770'MARK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 RZ1770'6 INCHES.  IT IS 800 FEET EAST OF THE INTERSECTION OF THE
 RZ1770'CENTERLINES OF THE EAST-WEST GRAVEL ROAD AND A SIDE ROAD LEADING
 RZ1770'NORTH, 15 FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVEL ROAD
 RZ1770'AND 7 FEET NORTHEAST OF A POWERLINE POLE.  A 4 IN X 4 IN WHITE
 RZ1770'WITNESS POST WAS SET 3 FEET NORTH OF THE MARK.  THE UNDERGROUND MARK
 RZ1770'IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE
 RZ1770'GROUND SURFACE.
 RZ1770'
 RZ1770'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DISH NO 1 1959,
 RZ1770'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 RZ1770'4 INCHES.  IT IS 840 FEET EAST OF THE INTERSECTION OF THE
 RZ1770'CENTERLINES OF THE EAST-WEST GRAVEL ROAD AND A SIDE ROAD LEADING
 RZ1770'NORTH, 66 FEET NORTHEAST OF THE POWERLINE POLE, 28 FEET NORTH
 RZ1770'OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT WEST OF A TELEPHONE
 RZ1770'LINE POLE.
 RZ1770'
 RZ1770'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DISH NO 2 1959,
 RZ1770'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3
 RZ1770'INCHES.  IT IS 651 FEET EAST OF THE INTERSECTION OF THE
 RZ1770'CENTERLINES OF THE EAST-WEST GRAVEL ROAD AND A SIDE ROAD LEADING
 RZ1770'NORTH, 149 FEET NORTHWEST OF THE POWERLINE POLE, 26 FEET NORTH
 RZ1770'OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT SOUTHEAST OF A
 RZ1770'TELEPHONE LINE POLE.
 RZ1770'
 RZ1770'AZIMUTH MARK IS A STANDARD DISK, STAMPED DISH 1959, SET IN THE
 RZ1770'TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT
 RZ1770'IS 25 FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVEL ROAD, 41
 RZ1770'FEET NORTH OF A TELEPHONE LINE POLE, 3 FEET EAST OF A POWERLINE
 RZ1770'POLE AND SET IN THE SOUTH EDGE OF A CULTIVATED FIELD.  A 4 IN X 4
 RZ1770'IN WHITE WITNESS POST WAS SET 18 INCHES SOUTH OF THE MARK.
 RZ1770'
 RZ1770'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 189.54 FEET OR (57.772
 RZ1770'METERS).
 RZ1770
 RZ1770                          STATION RECOVERY (1981)
 RZ1770
 RZ1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 RZ1770'THE STATION WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE MARKS AND
 RZ1770'THE AZIMUTH MARK WERE FOUND OUT OF THE GROUND.  TWO REFERENCE MARKS
 RZ1770'AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  THE STATION IS
 RZ1770'LOCATED ABOUT 2.7 MILES (4.3 KM) SSE OF CAVEN DISH AND ABOUT 2 MILES
 RZ1770'(3.2 KM) N OF THE CLEARWATER RIVER, AND ABOUT AT THE EDGE OF A
 RZ1770'CULTIVATED FIELD.
 RZ1770' 
 RZ1770'TO REACH THE STATION FROM THE NW END OF THE BRIDGE OVER THE N FORK OF
 RZ1770'THE CLEARWATER RIVER IN AHSAHKA, GO N AND WEST ON COUNTY HIGHWAY PI
 RZ1770'FOR 7.9 MILES (12.7 KM) TO A CROSSROAD, TURN RIGHT AND GO EAST 1.3
 RZ1770'MILES (2.1 KM) TO THE TOP OF A RISE AND THE STATION ON THE RIGHT.
 RZ1770' 
 RZ1770'THE STATION IS A STANDARD USCGS DISK STAMPED---DISH 1959--, SET INTO
 RZ1770'THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING
 RZ1770'10 CM ABOVE THE GROUND.  THE STATION IS LOCATED 24.40 METERS (80.05
 RZ1770'FT) E FROM THE INTERSECTION OF A ROAD LEADING NORTH, 9.6 METERS (31.5
 RZ1770'FT) S FROM A METAL WITNESS POST NEAR RM 3, 4.8 METERS (15.7 FT) S FROM
 RZ1770'THE CENTERLINE OF A GRAVEL ROAD, 2.26 METERS (7.41 FT) ENE FROM A
 RZ1770'POWER POLE, 1.05 METERS (3.44 FT) W FROM A METAL WITNESS POST.
 RZ1770' 
 RZ1770'REFERENCE MARK NO 3, IS A STANDARD NGS DISK STAMPED---DISH 1959 NO 3
 RZ1770'1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 RZ1770'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 10.6 METERS (34.8
 RZ1770'FT) NNE FROM A POWER POLE, 9.6 METERS (31.5 FT) N FROM A METAL WITNESS
 RZ1770'POST NEAR THE STATION, 4.6 METERS (15.1 FT) N FROM THE CENTERLINE OF A
 RZ1770'GRAVEL ROAD, 0.45 METERS (1.48 FT) E FROM A METAL WINESS POST, AND 0.3
 RZ1770'METERS (1.0 FT) LOWER THAN THE STATION.
 RZ1770' 
 RZ1770'REFEENCE MARK NO 4, IS A STANDARD NGS DISK STAMPED---DISH 1959 NO 4
 RZ1770'1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 RZ1770'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 11.3 METERS (37.1
 RZ1770'FT) SW FROM A METAL WITNESS POST NEAR RM 1, 7.8 METERS (25.6 FT) W
 RZ1770'FROM A METAL WITNESS POST NEAR THE STATION, 4.6 METERS (15.1 FT) S
 RZ1770'FROM THE CENTERLINE OF A GRAVEL ROAD, 4.6 METERS (15.1 FT) WNW OF A
 RZ1770'POWER POLE, AND 0.1 METERS (0.3 FT) LOWER THAN THE STATION.
 RZ1770' 
 RZ1770'AZIMUTH MARK N 2, IS A STANDARD NGS DISK STAMPED---DISK 1959 NO 2
 RZ1770'1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN
 RZ1770'DIAMETER, PROJECTING 3 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 RZ1770'7.6 METERS (24.9 FT) N FROM THE CENTERLINE OF THE ROAD, 4.8 METERS
 RZ1770'(15.7 FT) E FROM A FIELD ROAD, 0.95 METERS (3.12 FT) NE FROM A GUY
 RZ1770'POLE, 0.70 METERS (2.30 FT) S FROM A METAL WITNESS POST.  TO REACH THE
 RZ1770'AZIMUTH MARK FROM THE STATION GO E ON GRAVEL ROAD FOR 0.6 MILE (1.0
 RZ1770'KM) TO A HOUSE ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0955 ***********************************************************************
 NV0955  DESIGNATION -  DITCH
 NV0955  PID         -  NV0955
 NV0955  STATE/COUNTY-  ID/GOODING
 NV0955  USGS QUAD   -  GOODING SE (1992)
 NV0955
 NV0955                         *CURRENT SURVEY CONTROL
 NV0955  ___________________________________________________________________
 NV0955* NAD 83(1992)-  42 49 01.33739(N)    114 34 39.87680(W)     ADJUSTED  
 NV0955* NAVD 88     -      1133.6    (meters)    3719.     (feet)  VERTCON   
 NV0955  ___________________________________________________________________
 NV0955  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 NV0955  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 NV0955
 NV0955  HORZ ORDER  -  THIRD
 NV0955
 NV0955.The horizontal coordinates were established by classical geodetic methods
 NV0955.and adjusted by the National Geodetic Survey in July 1992..
 NV0955
 NV0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0955
 NV0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0955
 NV0955.The geoid height was determined by GEOID03.
 NV0955
 NV0955;                    North         East     Units Scale Factor Converg.
 NV0955;SPC ID C     -   127,936.127   452,753.118   MT  0.99997482   -0 23 33.6
 NV0955;UTM  11      - 4,743,343.363   698,023.512   MT  1.00008245   +1 38 48.6
 NV0955
 NV0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0955!SPC ID C     -   0.99982461  x   0.99997482  =   0.99979944
 NV0955!UTM  11      -   0.99982461  x   1.00008245  =   0.99990705
 NV0955
 NV0955:                Primary Azimuth Mark                     Grid Az
 NV0955:SPC ID C     -  GRASSY                                   292 51 34.0
 NV0955:UTM  11      -  GRASSY                                   290 49 11.8
 NV0955
 NV0955|---------------------------------------------------------------------|
 NV0955| PID    Reference Object                     Distance      Geod. Az  |
 NV0955|                                                           dddmmss.s |
 NV0955| NV0962 GRASSY                              APPROX. 6.5 KM 2922800.4 |
 NV0955|---------------------------------------------------------------------|
 NV0955
 NV0955                          SUPERSEDED SURVEY CONTROL
 NV0955
 NV0955  NAD 83(1986)-  42 49 01.33546(N)    114 34 39.87428(W) AD(       ) 3
 NV0955  NGVD 29 (01/23/89) 1132.7    (m)         3716.     (f) VERT ANG       
 NV0955
 NV0955.Superseded values are not recommended for survey control.
 NV0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0955.See file dsdata.txt to determine how the superseded data were derived.
 NV0955
 NV0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9802443343(NAD 83)
 NV0955_MARKER: DS = TRIANGULATION STATION DISK
 NV0955_SETTING: 0 = UNSPECIFIED SETTING
 NV0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0955
 NV0955  HISTORY     - Date     Condition        Report By
 NV0955  HISTORY     - 1947     MONUMENTED       USGS
 NV0955
 NV0955                          STATION DESCRIPTION
 NV0955
 NV0955'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NV0955'LOCATED ABOUT 12 MI. (AIRLINE) SW. OF SHOSHONE, 7.5 MI. WNW. OF
 NV0955'WENDELL, 7 MI. NNW. OF JEROME, ABOUT 1500 FT. W. OF AN IRRIGATION
 NV0955'DITCH, ON THE HIGH POINT OF A LOW KNOLL ABOUT 25 FT. E. OF A N-S.
 NV0955'FENCE LINE.
 NV0955'
 NV0955'TO REACH FROM THE TRAFFIC LIGHT AT LINCOLN AND MAIN STREETS IN JEROME,
 NV0955'DRIVE N. ON U.S. HIGHWAY 93 FOR 5.1 MI. TO A GRAVEL RD. INTERSECTION,
 NV0955'TURN LEFT (W.) AND DRIVE 2 MI. ON GRAVELED RD. TO AN INTERSECTION,
 NV0955'TURN RIGHT (N.) FOR 0.6 MI. TO A BRIDGE, CROSS BRIDGE AND CONTINUE N.
 NV0955'0.55 MI. TO A RD. FORKS, TAKE RIGHT FORK 0.55 MI. TO A GATE, PASS
 NV0955'THROUGH GATE AND FOLLOW RD. 0.35 MI. TO A RD. COMING IN FROM LEFT,
 NV0955'TURN SHARP LEFT (SW.) 0.1 MI. TO A SADDLE, TURN RIGHT (W.) AND DRIVE
 NV0955'CROSS-COUNTRY ON A DIM TRACK RD. 0.2 MI. AND JOIN RD. FROM LEFT,
 NV0955'CONTINUE W. ON RD. 0.1 MI., THENCE RIGHT (N.) UP HILLSIDE 0.05 MI. TO
 NV0955'TOP OF KNOLL AND STATION.
 NV0955'
 NV0955'STATION MARK--STANDARD TABLET STAMPED---DITCH 1947---, CEMENTED IN A
 NV0955'ROCK BURIED IN THE GROUND.
 NV0955'
 NV0955'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NV0955'---NO 1---, CEMENTED IN A ROCK BURIED IN THE GROUND, 33.34 FT. FROM
 NV0955'STATION MARK IN BEARING N 12 DEG. 8 MIN. E.
 NV0955'
 NV0955'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NV0955'---NO 2---, CEMENTED IN A ROCK BURIED IN THE GROUND, 32.07 FT. FROM
 NV0955'STATION MARK IN BEARING S 72 DEG. 10 MIN. E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1220 ***********************************************************************
 OH1220  DESIGNATION -  DIVERSION
 OH1220  PID         -  OH1220
 OH1220  STATE/COUNTY-  ID/ADA
 OH1220  USGS QUAD   -  LUCKY PEAK (1972)
 OH1220
 OH1220                         *CURRENT SURVEY CONTROL
 OH1220  ___________________________________________________________________
 OH1220* NAD 83(1992)-  43 32 14.60504(N)    116 05 54.19736(W)     ADJUSTED  
 OH1220* NAVD 88     -       958.3    (meters)    3144.     (feet)  VERTCON   
 OH1220  ___________________________________________________________________
 OH1220  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 OH1220  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 OH1220
 OH1220  HORZ ORDER  -  FIRST
 OH1220
 OH1220.The horizontal coordinates were established by classical geodetic methods
 OH1220.and adjusted by the National Geodetic Survey in July 1992..
 OH1220
 OH1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1220
 OH1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1220
 OH1220.The geoid height was determined by GEOID03.
 OH1220
 OH1220;                    North         East     Units Scale Factor Converg.
 OH1220;SPC ID W     -   207,854.440   771,842.785   MT  0.99994308   -0 14 23.9
 OH1220;UTM  11      - 4,820,888.706   572,845.367   MT  0.99966527   +0 37 15.9
 OH1220
 OH1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1220!SPC ID W     -   0.99985234  x   0.99994308  =   0.99979543
 OH1220!UTM  11      -   0.99985234  x   0.99966527  =   0.99951766
 OH1220
 OH1220|---------------------------------------------------------------------|
 OH1220| PID    Reference Object                     Distance      Geod. Az  |
 OH1220|                                                           dddmmss.s |
 OH1220| CD4993 DIVERSION RM 1                        8.241 METERS 21619     |
 OH1220| OH1237 CONNOR                              APPROX. 5.7 KM 2354522.4 |
 OH1220| OH1225 DIVERSION RM 2                        7.860 METERS 30619     |
 OH1220|---------------------------------------------------------------------|
 OH1220
 OH1220                          SUPERSEDED SURVEY CONTROL
 OH1220
 OH1220  NAD 83(1986)-  43 32 14.60539(N)    116 05 54.19405(W) AD(       ) 1
 OH1220  NAD 27      -  43 32 14.99710(N)    116 05 50.79121(W) AD(       ) 1
 OH1220  NGVD 29 (07/19/86)  957.3    (m)         3141.     (f) VERT ANG       
 OH1220
 OH1220.Superseded values are not recommended for survey control.
 OH1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1220.See file dsdata.txt to determine how the superseded data were derived.
 OH1220
 OH1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7284520889(NAD 83)
 OH1220_MARKER: DS = TRIANGULATION STATION DISK
 OH1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1220+STABILITY: SURFACE MOTION
 OH1220
 OH1220  HISTORY     - Date     Condition        Report By
 OH1220  HISTORY     - 1978     MONUMENTED       NGS
 OH1220  HISTORY     - 20030209 GOOD             GEOCAC
 OH1220
 OH1220                          STATION DESCRIPTION
 OH1220
 OH1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH1220'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 4, T2N,
 OH1220'R3E., 7 MILES SOUTHEAST OF BOISE, 2 MILES NORTHEAST OF LUCKY
 OH1220'PEAK DAM AND 0.25 MILES SOUTHWEST OF DIVERSION DAM
 OH1220'AND ON PROPERTY OWNED BY THE U. S. GOVERNMENT.
 OH1220'
 OH1220'TO REACH THE STATION FROM EXIT 57 (GOWEN ROAD EXIT) WHICH IS
 OH1220'ABOUT 5 MILES SOUTHEAST OF BOISE ON INTERSTATE 80N.  GO EAST ON
 OH1220'GOWEN ROAD FOR 0.2 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON
 OH1220'FEDERAL HIGHWAY FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 OH1220'GO EAST ON COLUMBIA ROAD (A GRAVEL ROAD) FOR 0.55 MILE TO A
 OH1220'CATTLE GUARD.  CONTINUE EAST ON COLUMBIA ROAD FOR 2.3 MILES TO A
 OH1220'FENCE AND A TRACK ROAD LEFT.  TURN LEFT AND GO NORTH ALONG THE
 OH1220'WEST SIDE OF THE FENCE ON THE TRACK ROAD FOR 0.2 MILE TO A FORK
 OH1220'WITH THE RIGHT FORK PASSING UNDER A POWERLINE . KEEP LEFT AND GO
 OH1220'NORTH FOR 0.3 MILE TO A SET OF DOUBLE WOOD POWER POLES NUMBER
 OH1220'26 ON YOUR RIGHT.  TURN RIGHT AND PICK YOUR WAY EAST FOR 0.05
 OH1220'MILE TO THE STATION.
 OH1220'
 OH1220'THE STATION IS A STANDARD NGS DISK
 OH1220'STAMPED---DIVERSION 1978---,
 OH1220'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1220'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1220'412 FEET NORTHWEST FROM A POWER POLE SET NUMBER 27, THE
 OH1220'WESTERNMOST ONE.
 OH1220'253 FEET EAST-SOUTHEAST FROM A POWER POLE SET NUMBER 26, THE
 OH1220'WESTERN MOST ONE.
 OH1220'6.8 FEET SOUTHEAST FROM A METAL WITNESS POST.
 OH1220'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 OH1220'STAMPED---DIVERSION  1978---.
 OH1220'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW
 OH1220'THE GROUNDS SURFACE.
 OH1220'
 OH1220'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 OH1220'STAMPED---DIVERSION NO 1 1978---,
 OH1220'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1220'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1220'436 FEET NORTHWEST FROM A POWERLINE POLE SET NUMBER 27, THE
 OH1220'WESTERN MOST ONE.
 OH1220'240 FEET EAST-SOUTHEAST FROM A POWER POLE SET NUMBER 26, THE
 OH1220'WESTERN MOST ONE.
 OH1220'31.5 FEET SOUTH FROM A METAL WITNESS POST.
 OH1220'MARK IS LEVEL WITH STATION.
 OH1220'
 OH1220'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 OH1220'STAMPED---DIVERSION NO 2 1978---,
 OH1220'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1220'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1220'411 FEET NORTHWEST FROM A POWER POLE SET NUMBER 27, THE WESTERN
 OH1220'MOST ONE.
 OH1220'229 FEET EAST-SOUTHEAST FROM A POWER POLE SET MUNBER 26, THE
 OH1220'WESTERN MOST ONE.
 OH1220'21 FEET WEST FROM A METAL WITNESS POST.
 OH1220'MARK IS LEVEL WITH STATION.
 OH1220'
 OH1220'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OH1220
 OH1220                          STATION RECOVERY (2003)
 OH1220
 OH1220'RECOVERY NOTE BY GEOCACHING 2003 (ZDV)
 OH1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1374 ***********************************************************************
 RA1374  DESIGNATION -  DIVIDE
 RA1374  PID         -  RA1374
 RA1374  STATE/COUNTY-  ID/IDAHO
 RA1374  USGS QUAD   -  CACTUS MTN (1963)
 RA1374
 RA1374                         *CURRENT SURVEY CONTROL
 RA1374  ___________________________________________________________________
 RA1374* NAD 83(1992)-  45 51 25.12330(N)    116 43 54.61972(W)     ADJUSTED  
 RA1374* NAVD 88     -      1035.3    (meters)    3397.     (feet)  VERTCON   
 RA1374  ___________________________________________________________________
 RA1374  LAPLACE CORR-           7.63  (seconds)                    DEFLEC99
 RA1374  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 RA1374
 RA1374  HORZ ORDER  -  SECOND
 RA1374
 RA1374.The horizontal coordinates were established by classical geodetic methods
 RA1374.and adjusted by the National Geodetic Survey in July 1992..
 RA1374
 RA1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1374
 RA1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1374
 RA1374.The geoid height was determined by GEOID03.
 RA1374
 RA1374;                    North         East     Units Scale Factor Converg.
 RA1374;SPC ID W     -   466,013.382   723,752.995   MT  1.00000478   -0 42 16.6
 RA1374;SPC OR N     -   250,221.348 2,792,529.539   MT  0.99996678   +2 40 20.4
 RA1374;SPC OR N     -   820,936.18  9,161,842.32   iFT  0.99996678   +2 40 20.4
 RA1374;UTM  11      - 5,078,192.003   520,817.773   MT  0.99960533   +0 11 32.8
 RA1374
 RA1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1374!SPC ID W     -   0.99984034  x   1.00000478  =   0.99984512
 RA1374!SPC OR N     -   0.99984034  x   0.99996678  =   0.99980712
 RA1374!UTM  11      -   0.99984034  x   0.99960533  =   0.99944573
 RA1374
 RA1374:                Primary Azimuth Mark                     Grid Az
 RA1374:SPC ID W     -  DIVIDE AZ MK                             105 54 47.3
 RA1374:SPC OR N     -  DIVIDE AZ MK                             102 32 10.3
 RA1374:UTM  11      -  DIVIDE AZ MK                             105 00 57.9
 RA1374
 RA1374|---------------------------------------------------------------------|
 RA1374| PID    Reference Object                     Distance      Geod. Az  |
 RA1374|                                                           dddmmss.s |
 RA1374| CH7232 DIVIDE AZ MK                                       1051230.7 |
 RA1374| RA1373 SUGARLOAF BUTTE                     APPROX. 7.2 KM 1150738.1 |
 RA1374| CH7234 DIVIDE RM 2                           2.898 METERS 25218     |
 RA1374| CH7233 DIVIDE RM 1                           3.687 METERS 34652     |
 RA1374|---------------------------------------------------------------------|
 RA1374
 RA1374                          SUPERSEDED SURVEY CONTROL
 RA1374
 RA1374  NAD 83(1991)-  45 51 25.12326(N)    116 43 54.61899(W) AD(       ) 2
 RA1374  NAD 83(1986)-  45 51 25.12472(N)    116 43 54.61833(W) AD(       ) 2
 RA1374  NAD 27      -  45 51 25.56342(N)    116 43 51.09423(W) AD(       ) 2
 RA1374  NGVD 29 (07/19/86) 1034.2    (m)         3393.     (f) VERT ANG       
 RA1374
 RA1374.Superseded values are not recommended for survey control.
 RA1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1374.See file dsdata.txt to determine how the superseded data were derived.
 RA1374
 RA1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2081878192(NAD 83)
 RA1374_MARKER: Z = SEE DESCRIPTION
 RA1374_SETTING: 0 = UNSPECIFIED SETTING
 RA1374
 RA1374  HISTORY     - Date     Condition        Report By
 RA1374  HISTORY     - 1945     MONUMENTED       CGS
 RA1374
 RA1374                          STATION DESCRIPTION
 RA1374
 RA1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1374'STATION IS LOCATED ON THE SUMMIT OF A POINTED PEAK LYING ABOUT
 RA1374'3 MILES E OF THE CONFLUENCE OF THE SNAKE AND SALMON RIVERS AND
 RA1374'NEAR THE W END OF THE RIDGE FORMING THE S SIDE OF THE CANYON OF
 RA1374'DIVIDE CREEK.  IT IS ABOUT 1/2 MILE S OF AND 2,000 FEET HIGHER
 RA1374'THAN THE VAN POOL RANCH BUILDINGS IN DIVIDE CREEK CANYON AND 1
 RA1374'MI. E OF WHERE CREEK BREAKS FROM SW TO S.  STATION IS ON THE
 RA1374'PROPERTY OF THE SPENCER RANCH.
 RA1374'
 RA1374'STATION MARK, STAMPED DIVIDE 1945, IS A BRONZE STATION DISK SET
 RA1374'IN BEDROCK FLUSH WITH THE SURFACE, AND IN THE CENTER OF THE PEAK.
 RA1374'
 RA1374'NO UNDERGROUND OR WITNESS MARK WAS SET.
 RA1374'
 RA1374'REFERENCE MARK 1, STAMPED DIVIDE NO 1 1945, IS A BRONZE REFERENCE
 RA1374'DISK SET IN AN OUTCROP ABOUT 8 INCHES BY 12 INCHES, AND PROJECTING
 RA1374'18 INCHES ON THE LOWER SIDE.  IT IS ON THE N SIDE OF THE PEAK
 RA1374'AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 RA1374'
 RA1374'REFERENCE MARK 2, STAMPED DIVIDE NO 2 1945, IS A BRONZE
 RA1374'REFERENCE DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS ON
 RA1374'THE CREST OF THE RIDGE TO THE W OF THE PEAK AND ABOUT 18 INCHES
 RA1374'LOWER THAN THE STATION MARK.
 RA1374'
 RA1374'THE AZIMUTH MARK, STAMPED DIVIDE 1945, IS A BRONZE AZIMUTH DISK
 RA1374'SET IN A BEDROCK OUTCROP ABOUT 2 FEET BY 6 FEET, AND PROTRUDING
 RA1374'ABOUT 3 FEET.  IT IS ON THE CREST OF THE RIDGE AND IN THE FIRST
 RA1374'SADDLE E ALONG THE RIDGE FROM THE STATION.
 RA1374'
 RA1374'TO REACH THE STATION FROM BOLES POST OFFICE WHICH IS ABOUT 26
 RA1374'MILES BY ROAD S AND W OF COTTONWOOD, GO W ON DIRT ROAD 2.8 MILES
 RA1374'TO SCHOOLHOUSE ON LEFT.  CONTINUE ON MAIN TRAVELED ROAD AROUND W
 RA1374'SIDE OF SCHOOLHOUSE 0.4 MILE TO FORK WITH MAIL BOX ON TREE TO THE
 RA1374'RIGHT.  TAKE LEFT FORK AND CONTINUE S 0.1 MILE TO FORK.  TAKE
 RA1374'LEFT FORK AND CONTINUE ON MAIN TRAVELED ROAD S 4.6 MILES TO SIGN
 RA1374'VAN POOL RANCH ON RIGHT.  CONTINUE ALONG MAIN TRAVELED ROAD 0.7
 RA1374'MILE TO FORK.  TAKE LEFT FORK, STRAIGHT AHEAD, AND GO 1.45
 RA1374'MILES TO A FORK.  TAKE RIGHT FORK AND GO W 0.7 MILE TO RANCH
 RA1374'BUILDINGS.  PASS THROUGH GATE AND CONTINUE W ON ROAD
 RA1374'LEADING BETWEEN BUILDINGS 2.9 MILES TO GATE AND TELEPHONE
 RA1374'LINE ON RIGHT.  PASS THROUGH GATE AND CONTINUE ON MAIN
 RA1374'TRAVELED ROAD 0.75 MILE TO FORK.  TAKE RIGHT FORK, LEADING DOWN
 RA1374'GRADE, AND CONTINUE 0.9 MILE TO THE SPENCER RANCH BUILDINGS.
 RA1374'PASS THROUGH GATE, THENCE BEAR LEFT, PASSING S OF THE
 RA1374'RESIDENCE, AND GO UPGRADE, W, 0.4 MILE, PASSING TO RIGHT OF OLD
 RA1374'BUILDING NEAR TOP OF THE HILL.  CONTINUE 0.3 MILE TO GATE
 RA1374'OPENING INTO STUBBLE FIELD.  PASS THROUGH GATE AND CONTINUE ON
 RA1374'TRACK ROAD N AND NW 0.5 MILE TO HAY YARD AND STACK.  HERE
 RA1374'CONTINUE 0.2 MILE NW TO HIGHEST POINT OF STUBBLE FIELD.
 RA1374'THENCE BEAR SHARP LEFT AND GO 0.1 MILE TO WIRE GATE NEAR EDGE
 RA1374'OF RIM.  THIS IS THE END OF TRUCK TRAVEL.
 RA1374'
 RA1374'FROM THE END OF TRUCK TRAVEL PACK W DOWN HILL INTO SADDLE OF
 RA1374'RIDGE.  THENCE FOLLOW TRAIL LEADING ALONG THE NE SIDE OF THE
 RA1374'RIDGE ABOUT 1 MILE TO WHERE IT CROSSES OVER TO THE SW
 RA1374'SIDE.  CONTINUE ON TRAIL ALONG THE SW SIDE OF THE RIDGE TO WHERE
 RA1374'IT PASSES THROUGH SADDLE AND AGAIN CONTINUES ALONG THE NE SIDE OF
 RA1374'THE RIDGE.  CONTINUE ON TRAIL ALONG RIGHT SIDE OF THE RIDGE TO
 RA1374'WHERE IT SEEMINGLY ENDS IN SADDLE IN WHICH ARE SOME OLD BURNED
 RA1374'FENCE POSTS.  THEN CONTINUE NW UP CREST OF RIDGE ABOUT 0.2
 RA1374'MILE TO CAIRN ON KNOB OF THE RIDGE.  THENCE CONTINUE DOWN
 RA1374'ALONG THE CREST OF THE RIDGE, W, ABOUT 1/4 MILE TO SADDLE AND
 RA1374'LOCATION OF AZIMUTH MARK.  THENCE CONTINUE W ALONG THE RIDGE
 RA1374'ANOTHER 1/4 MILE TO THE SMALL SHARP PEAK ON WHICH THE STATION IS
 RA1374'LOCATED.  APPROXIMATELY 2 HOURS ARE REQUIRED
 RA1374'TO BACK-PACK TO THE STATION AND 3 HOURS TO PACK FROM THE
 RA1374'STATION TO THE END OF TRUCK TRAVEL, A DISTANCE OF ABOUT 3
 RA1374'MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1407 ***********************************************************************
 SV1407  DESIGNATION -  DIVIDE
 SV1407  PID         -  SV1407
 SV1407  STATE/COUNTY-  ID/SHOSHONE
 SV1407  USGS QUAD   -  JORDAN CREEK (1996)
 SV1407
 SV1407                         *CURRENT SURVEY CONTROL
 SV1407  ___________________________________________________________________
 SV1407* NAD 83(1992)-  47 57 58.70122(N)    116 01 27.51023(W)     ADJUSTED  
 SV1407* NAVD 88     -      1587.8    (meters)    5209.     (feet)  VERTCON   
 SV1407  ___________________________________________________________________
 SV1407  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 SV1407  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 SV1407
 SV1407  HORZ ORDER  -  THIRD
 SV1407
 SV1407.The horizontal coordinates were established by classical geodetic methods
 SV1407.and adjusted by the National Geodetic Survey in July 1992..
 SV1407
 SV1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1407
 SV1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1407
 SV1407.The geoid height was determined by GEOID03.
 SV1407
 SV1407;                    North         East     Units Scale Factor Converg.
 SV1407;SPC ID W     -   700,057.364   779,517.687   MT  0.99993849   -0 12 13.5
 SV1407;UTM  11      - 5,313,015.881   572,829.227   MT  0.99966517   +0 43 29.0
 SV1407
 SV1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1407!SPC ID W     -   0.99975377  x   0.99993849  =   0.99969227
 SV1407!UTM  11      -   0.99975377  x   0.99966517  =   0.99941902
 SV1407
 SV1407:                Primary Azimuth Mark                     Grid Az
 SV1407:SPC ID W     -  BEAVER PK                                282 17 15.1
 SV1407:UTM  11      -  BEAVER PK                                281 21 32.6
 SV1407
 SV1407|---------------------------------------------------------------------|
 SV1407| PID    Reference Object                     Distance      Geod. Az  |
 SV1407|                                                           dddmmss.s |
 SV1407| SV1415 BEAVER PK                           APPROX.11.2 KM 2820501.6 |
 SV1407|---------------------------------------------------------------------|
 SV1407
 SV1407                          SUPERSEDED SURVEY CONTROL
 SV1407
 SV1407  NAD 83(1986)-  47 57 58.70712(N)    116 01 27.49977(W) AD(       ) 3
 SV1407  NAD 27      -  47 57 59.00028(N)    116 01 23.87783(W) AD(       ) 3
 SV1407  NGVD 29 (07/19/86) 1586.6    (m)         5205.     (f) VERT ANG       
 SV1407
 SV1407.Superseded values are not recommended for survey control.
 SV1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1407.See file dsdata.txt to determine how the superseded data were derived.
 SV1407
 SV1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP7282913016(NAD 83)
 SV1407_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1407_SETTING: 66 = SET IN ROCK OUTCROP
 SV1407_SP_SET: SET IN ROCK OUTCROP
 SV1407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1407+STABILITY: POSITION/ELEVATION WELL
 SV1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1407+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 SV1407
 SV1407  HISTORY     - Date     Condition        Report By
 SV1407  HISTORY     - 1897     MONUMENTED       USGS
 SV1407  HISTORY     - 20040904 GOOD             INDIV
 SV1407
 SV1407                          STATION DESCRIPTION
 SV1407
 SV1407'DESCRIBED BY US GEOLOGICAL SURVEY 1897
 SV1407'LOCATED ON A KNOLL ON DIVIDE OF THE BITTERROOT MOUNTAINS ON THE
 SV1407'BOULDARY LINE BETWEEN IDAHO AND MONTANA.
 SV1407'
 SV1407'TO REACH, FOLLOW RD. ALONG DIVIDE BETWEEN COEUR D ALENE AND CLARK FORK
 SV1407'RIVERS TO A POINT 60 YDS. S. OF STATION.
 SV1407'
 SV1407'STATION MARK--COPPER BOLT SET IN SOLID ROCK UNDER CENTER OF CAIRN.
 SV1407'
 SV1407'REFERENCE MARK NO. 1--COPPER BOLT CEMENTED IN BEDROCK, 42.00 FT. FROM
 SV1407'STATION MARK, N 19 DEG 55 MIN E.
 SV1407'
 SV1407'REFERENCE MARK NO. 2--COPPER BOLT CEMENTED IN BEDROCK, 30.45 FT. FROM
 SV1407'STATION MARK, N 72 DEG 29 MIN E.
 SV1407'
 SV1407'MONTANA-IDAHO BOUNDARY MONUMENT, IRON POST WITH BRASS CAP
 SV1407'--IDA - MONT-- CAST IN TOP AND STAMPED---72.23 M.V.A. 5208-1909---,
 SV1407'5.15 FT. FROM STATION MARK, S 02 DEG 58 MIN W.
 SV1407
 SV1407                          STATION RECOVERY (2004)
 SV1407
 SV1407'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (KAL)
 SV1407'FOUND THE STATION IN GOOD CONDITION.  THE COPPER BOLT HAS A 6' TALL BY
 SV1407'3' CAIRN OVER THE TOP OF IT. IT WOULD TAKE A LOT OF WORK TO GET THIS
 SV1407'STATION CLEANED OFF FOR AN INSTRUMENT SETUP. THE MT-ID MILEPOST HAS
 SV1407'MISTAKENLY BEEN INSERTED INTO THE CAIRN, IT SHOULD BE 5.15 TO THE
 SV1407'SOUTH. BOTH RM'S, COPPER BOLTS IN BEDROCK, WERE RECOVERED ALSO IN
 SV1407'GREAT CONDITION.
 SV1407'THE VIEW IS GOOD, BUT GROWING OVER BY THE YEAR.  THE STATION CAN BE
 SV1407'REACHED BY DRIVING SOUTHWEST UP FOREST ROAD 430, APPROXIMATELY 10
 SV1407'MILES TO THE MONTANA-IDAHO BORDER AND SADDLE.  CONTINUE ON FOREST ROAD
 SV1407'430 TO THE SOUTHEAST ALONG THE RIDGELINE FOR APPROXIMATELY 1.6 MILES
 SV1407'TO A CLEARING ON THE NORTHEAST (LEFT) FOR APPROXIMATELY 100 FEET AND
 SV1407'THE STATION IN THE OPENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0698 ***********************************************************************
 OX0698  DESIGNATION -  DIVIDE
 OX0698  PID         -  OX0698
 OX0698  STATE/COUNTY-  ID/BONNEVILLE
 OX0698  USGS QUAD   -  JUMPOFF HILL (1981)
 OX0698
 OX0698                         *CURRENT SURVEY CONTROL
 OX0698  ___________________________________________________________________
 OX0698* NAD 83(1992)-  43 18 24.64251(N)    111 39 03.82453(W)     ADJUSTED  
 OX0698* NAVD 88     -      2127.3    (meters)    6979.     (feet)  VERTCON   
 OX0698  ___________________________________________________________________
 OX0698  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 OX0698  GEOID HEIGHT-         -10.84  (meters)                     GEOID03
 OX0698
 OX0698  HORZ ORDER  -  THIRD
 OX0698
 OX0698.The horizontal coordinates were established by classical geodetic methods
 OX0698.and adjusted by the National Geodetic Survey in July 1992..
 OX0698
 OX0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0698
 OX0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0698
 OX0698.The geoid height was determined by GEOID03.
 OX0698
 OX0698;                    North         East     Units Scale Factor Converg.
 OX0698;SPC ID E     -   182,315.050   241,830.891   MT  0.99996889   +0 21 13.2
 OX0698;UTM  12      - 4,795,096.121   447,197.742   MT  0.99963430   -0 26 47.7
 OX0698
 OX0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0698!SPC ID E     -   0.99966821  x   0.99996889  =   0.99963711
 OX0698!UTM  12      -   0.99966821  x   0.99963430  =   0.99930263
 OX0698
 OX0698:                Primary Azimuth Mark                     Grid Az
 OX0698:SPC ID E     -  HORSE                                    332 27 17.5
 OX0698:UTM  12      -  HORSE                                    333 15 18.4
 OX0698
 OX0698|---------------------------------------------------------------------|
 OX0698| PID    Reference Object                     Distance      Geod. Az  |
 OX0698|                                                           dddmmss.s |
 OX0698| OX0699 HORSE                               APPROX.10.5 KM 3324830.7 |
 OX0698|---------------------------------------------------------------------|
 OX0698
 OX0698                          SUPERSEDED SURVEY CONTROL
 OX0698
 OX0698  NAD 83(1986)-  43 18 24.63394(N)    111 39 03.81134(W) AD(       ) 3
 OX0698  NAD 27      -  43 18 24.93241(N)    111 39 00.96211(W) AD(       ) 3
 OX0698  NGVD 29 (07/19/86) 2126.1    (m)         6975.     (f) VERT ANG       
 OX0698
 OX0698.Superseded values are not recommended for survey control.
 OX0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0698.See file dsdata.txt to determine how the superseded data were derived.
 OX0698
 OX0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN4719895096(NAD 83)
 OX0698_MARKER: DD = SURVEY DISK
 OX0698_SETTING: 0 = UNSPECIFIED SETTING
 OX0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0698
 OX0698  HISTORY     - Date     Condition        Report By
 OX0698  HISTORY     - 1923     MONUMENTED       USGS
 OX0698
 OX0698                          STATION DESCRIPTION
 OX0698
 OX0698'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 OX0698'LOCATED ABOUT 22.5 MI. SE. OF BEACHES CORNER, ABOUT 20 MI. SE. OF
 OX0698'AMMON, ABOUT 8.25 MI. SW. OF FALL CREEK RANGER STATION, ON LONG HIGH
 OX0698'RIDGE (NW.-SE.) BETWEEN DAN CREEK, GRAYS LAKE OUTLET, HELL CREEK,
 OX0698'AND KING CREEK, ON HIGH TOP OF JUMPOFF HILL.
 OX0698'
 OX0698'TO REACH FROM FALL CREEK RANGER STATION, DRIVE E. FOR 3 MI. TO RD.
 OX0698'FORK, TURN LEFT FOR 1.5 MI. TO T-RD., TURN RIGHT FOR 4.5 MI. TO RD.
 OX0698'FORK, TURN LEFT FOR 3 MI. TO RD. TO LEFT (S.), DRIVE FOR 1.5 MI. TO
 OX0698'RD. FORK, TURN RIGHT FOR 3 MI. TO NO. 6 TO RIGHT ACROSS HELL CREEK,
 OX0698'DRIVE 1.5 MI. TO RD. FORK, TURN LEFT FOR 1.5 MI. TO STATION.
 OX0698'
 OX0698'STATION MARK--STANDARD TABLET STAMPED---DIVIDE 1923 1966---, PLACED
 OX0698'IN CENTER OF CROSS IN 1923 STATION MARK.
 OX0698'
 OX0698'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---NO 1 1966---,
 OX0698'CEMENTED IN ROCK OUTCROP, 95.19 FT. FROM STATION MARK,
 OX0698'N 87 DEG 40 MIN W.
 OX0698'
 OX0698'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO 2 1966---,
 OX0698'CEMENTED IN ROCK OUTCROP, 63.77 FT. FROM STATION MARK,
 OX0698'N 21 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0861 ***********************************************************************
 OZ0861  DESIGNATION -  DIVIDE
 OZ0861  PID         -  OZ0861
 OZ0861  STATE/COUNTY-  ID/CAMAS
 OZ0861  USGS QUAD   -  DEMPSEY MEADOWS (1986)
 OZ0861
 OZ0861                         *CURRENT SURVEY CONTROL
 OZ0861  ___________________________________________________________________
 OZ0861* NAD 83(1992)-  43 12 59.02608(N)    115 00 27.47853(W)     ADJUSTED  
 OZ0861* NAVD 88     -      2017.1    (meters)    6618.     (feet)  VERTCON   
 OZ0861  ___________________________________________________________________
 OZ0861  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 OZ0861  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 OZ0861
 OZ0861  HORZ ORDER  -  THIRD
 OZ0861
 OZ0861.The horizontal coordinates were established by classical geodetic methods
 OZ0861.and adjusted by the National Geodetic Survey in July 1992..
 OZ0861
 OZ0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0861
 OZ0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0861
 OZ0861.The geoid height was determined by GEOID03.
 OZ0861
 OZ0861;                    North         East     Units Scale Factor Converg.
 OZ0861;SPC ID C     -   172,630.776   418,129.599   MT  1.00002979   -0 41 24.1
 OZ0861;UTM  11      - 4,786,772.713   661,825.587   MT  0.99992215   +1 21 52.5
 OZ0861
 OZ0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0861!SPC ID C     -   0.99968607  x   1.00002979  =   0.99971585
 OZ0861!UTM  11      -   0.99968607  x   0.99992215  =   0.99960825
 OZ0861
 OZ0861:                Primary Azimuth Mark                     Grid Az
 OZ0861:SPC ID C     -  WINDY                                    204 50 13.8
 OZ0861:UTM  11      -  WINDY                                    202 46 57.2
 OZ0861
 OZ0861|---------------------------------------------------------------------|
 OZ0861| PID    Reference Object                     Distance      Geod. Az  |
 OZ0861|                                                           dddmmss.s |
 OZ0861| OZ0886 WINDY                               APPROX. 4.9 KM 2040849.7 |
 OZ0861|---------------------------------------------------------------------|
 OZ0861
 OZ0861                          SUPERSEDED SURVEY CONTROL
 OZ0861
 OZ0861  NAD 83(1986)-  43 12 59.02503(N)    115 00 27.47548(W) AD(       ) 3
 OZ0861  NGVD 29 (01/23/89) 2016.0    (m)         6614.     (f) VERT ANG       
 OZ0861
 OZ0861.Superseded values are not recommended for survey control.
 OZ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0861.See file dsdata.txt to determine how the superseded data were derived.
 OZ0861
 OZ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6182686773(NAD 83)
 OZ0861_MARKER: DD = SURVEY DISK
 OZ0861_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0861_SP_SET: SET IN ROCK OUTCROP
 OZ0861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0861+STABILITY: POSITION/ELEVATION WELL
 OZ0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0861+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2002
 OZ0861
 OZ0861  HISTORY     - Date     Condition        Report By
 OZ0861  HISTORY     - 1956     MONUMENTED       USGS
 OZ0861  HISTORY     - 20020428 GOOD             INDIV
 OZ0861
 OZ0861                          STATION DESCRIPTION
 OZ0861
 OZ0861'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ0861'LOCATED ABOUT 6 MI. SE. OF HILL CITY, ON A HIGH SMALL DOUBLE-TOP.
 OZ0861'
 OZ0861'TO REACH FROM BLISS POST OFFICE, DRIVE N. ALONG RD. TO HILL CITY FOR
 OZ0861'23.4 MI.  FROM THIS POINT A FOUR-WHEEL DRIVE VEHICLE CAN BE DRIVEN
 OZ0861'ACROSS DRAIN AND NE. UP SLOPE FOR ABOUT 1 MI. TO BASE OF LARGE ROCK
 OZ0861'TOP.  THE STATION IS ACROSS THE CANYON AND ABOUT 0.5 MI. TO E.
 OZ0861'
 OZ0861'STATION MARK--STANDARD TABLET STAMPED---DIVIDE 1956---, CEMENTED IN
 OZ0861'ROCK.
 OZ0861'
 OZ0861'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---1
 OZ0861'DIVIDE 1956---, CEMENTED IN ROCK, 14.31 FT. FROM STATION MARK,
 OZ0861'N 53 DEG 48 MIN W.
 OZ0861'
 OZ0861'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---2
 OZ0861'DIVIDE 1956---, CEMENTED IN ROCK, 14.83 FT. FROM STATION MARK,
 OZ0861'S 33 DEG 36 MIN E.
 OZ0861
 OZ0861                          STATION RECOVERY (2002)
 OZ0861
 OZ0861'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (ZDV)
 OZ0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0862 ***********************************************************************
 RY0862  DESIGNATION -  DIVIDE 3
 RY0862  PID         -  RY0862
 RY0862  STATE/COUNTY-  ID/IDAHO
 RY0862  USGS QUAD   -  TENMILE LAKE (1964)
 RY0862
 RY0862                         *CURRENT SURVEY CONTROL
 RY0862  ___________________________________________________________________
 RY0862* NAD 83(1992)-  46 11 27.61937(N)    114 28 18.78328(W)     ADJUSTED  
 RY0862* NAVD 88     -      2566.9    (meters)    8422.     (feet)  VERTCON   
 RY0862  ___________________________________________________________________
 RY0862  LAPLACE CORR-           8.20  (seconds)                    DEFLEC99
 RY0862  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 RY0862
 RY0862  HORZ ORDER  -  THIRD
 RY0862
 RY0862.The horizontal coordinates were established by classical geodetic methods
 RY0862.and adjusted by the National Geodetic Survey in July 1992..
 RY0862
 RY0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0862
 RY0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0862
 RY0862.The geoid height was determined by GEOID03.
 RY0862
 RY0862;                    North         East     Units Scale Factor Converg.
 RY0862;SPC ID W     -   503,463.916   898,658.928   MT  1.00005295   +0 55 20.7
 RY0862;UTM  11      - 5,118,376.738   695,080.617   MT  1.00006784   +1 49 30.0
 RY0862
 RY0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0862!SPC ID W     -   0.99959994  x   1.00005295  =   0.99965287
 RY0862!UTM  11      -   0.99959994  x   1.00006784  =   0.99966775
 RY0862
 RY0862:                Primary Azimuth Mark                     Grid Az
 RY0862:SPC ID W     -  DEAD ELK                                 348 43 44.0
 RY0862:UTM  11      -  DEAD ELK                                 347 49 34.7
 RY0862
 RY0862|---------------------------------------------------------------------|
 RY0862| PID    Reference Object                     Distance      Geod. Az  |
 RY0862|                                                           dddmmss.s |
 RY0862| RY0863 DEAD ELK                            APPROX. 6.1 KM 3493904.7 |
 RY0862|---------------------------------------------------------------------|
 RY0862
 RY0862                          SUPERSEDED SURVEY CONTROL
 RY0862
 RY0862  NAD 83(1986)-  46 11 27.62586(N)    114 28 18.77483(W) AD(       ) 3
 RY0862  NAD 27      -  46 11 27.90758(N)    114 28 15.43804(W) AD(       ) 3
 RY0862  NGVD 29 (07/19/86) 2565.5    (m)         8417.     (f) VERT ANG       
 RY0862
 RY0862.Superseded values are not recommended for survey control.
 RY0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0862.See file dsdata.txt to determine how the superseded data were derived.
 RY0862
 RY0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM9508118377(NAD 83)
 RY0862
 RY0862  HISTORY     - Date     Condition        Report By
 RY0862  HISTORY     - 1958     MONUMENTED       USFS
 RY0862  HISTORY     - 1965     GOOD             USGS
 RY0862  HISTORY     - 1966     GOOD             USGS
 RY0862
 RY0862                          STATION DESCRIPTION
 RY0862
 RY0862'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RY0862'LOCATED 15 MI. (AIRLINE) WSW. OF HAMILTON, MONTANA IN THE NE. 1/4
 RY0862'SECTION 21, T. 33 N., R. 17 E. BOISE MERIDIAN, ON THE CREST OF THE
 RY0862'BITTERROOT MOUNTAINS, NEAR THE INTERSTATE BOUNDARY.
 RY0862'
 RY0862'STATION REACHED BY HELICOPTER.
 RY0862'
 RY0862'TO REACH FROM HAMILTON, GO S. ON U.S. HIGHWAY 93, 9 MI. TO LOST
 RY0862'HORSE CREEK RD., TURN RIGHT AND FOLLOW RD. 16 MI. TO LOST HORSE
 RY0862'GUARD STATION, FORK RIGHT AND FOLLOW RD. N., PAST TWIN LAKES, TO
 RY0862'LOST HORSE PASS.  THENCE, FOLLOW THE FACE OF THE MOUNTAIN NW. TO
 RY0862'THE CROSSING OF MOOSE CREEK AND THENCE UP THE CREEK TO THE
 RY0862'MEADOWS.  THE PEAK LIES TO THE NW. ABOUT 2000 FT. ABOVE THE MEADOW.
 RY0862'
 RY0862'STATION MARK--BRASS USFS CAP STAMPED---DIVIDE NO 3 USFS 1958---
 RY0862'SET IN THE APPROXIMATE CENTER OF THE OLD CAIRN.
 RY0862'
 RY0862'REFERENCE MARKS--NONE.
 RY0862
 RY0862                          STATION RECOVERY (1966)
 RY0862
 RY0862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RY0862'LOCATED 15 MI. (AIRLINE) WSW. OF HAMILTON, MONTANA IN THE NE.
 RY0862'1/4 SECTION 21, T. 33 N., R. 17 E. BOISE MERIDIAN, ON THE CREST OF
 RY0862'THE BITTERROOT MOUNTAINS, NEAR THE INTERSTATE BOUNDARY.
 RY0862'
 RY0862'STATION REACHED BY HELICOPTER.
 RY0862'
 RY0862'TO REACH FROM HAMILTON, GO S. ON U.S. HIGHWAY 93, 9 MI. TO LOST
 RY0862'HORSE CREEK RD., TURN RIGHT AND FOLLOW RD. 16 MI. TO LOST HORSE
 RY0862'GUARD STATION, FORK RIGHT AND FOLLOW RD. N., PAST TWIN LAKES, TO
 RY0862'LOST HORSE PASS.  THENCE, FOLLOW THE FACE OF THE MOUNTAIN NW. TO THE
 RY0862'CROSSING OF MOOSE CREEK AND THENCE UP THE CREEK TO THE MEADOWS.
 RY0862'THE PEAK LIES TO THE NW. ABOUT 2000 FT. ABOVE THE MEADOW.
 RY0862'
 RY0862'STATION MARK--BRASS USFS CAP STAMPED---DIVIDE NO 3 USFS 1958---
 RY0862'SET IN THE APPROXIMATE CENTER OF THE OLD CAIRN.
 RY0862'
 RY0862'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1390 ***********************************************************************
 QB1390  DESIGNATION -  DIXIE
 QB1390  PID         -  QB1390
 QB1390  STATE/COUNTY-  ID/WASHINGTON
 QB1390  USGS QUAD   -  HOG CREEK BUTTE (1986)
 QB1390
 QB1390                         *CURRENT SURVEY CONTROL
 QB1390  ___________________________________________________________________
 QB1390* NAD 83(1992)-  44 27 47.32741(N)    116 37 01.05425(W)     ADJUSTED  
 QB1390* NAVD 88     -      1054.2    (meters)    3459.     (feet)  VERTCON   
 QB1390  ___________________________________________________________________
 QB1390  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 QB1390  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 QB1390
 QB1390  HORZ ORDER  -  THIRD
 QB1390
 QB1390.The horizontal coordinates were established by classical geodetic methods
 QB1390.and adjusted by the National Geodetic Survey in July 1992..
 QB1390
 QB1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1390
 QB1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1390
 QB1390.The geoid height was determined by GEOID03.
 QB1390
 QB1390;                    North         East     Units Scale Factor Converg.
 QB1390;SPC ID W     -   311,017.074   731,012.217   MT  0.99999184   -0 36 26.2
 QB1390;UTM  11      - 4,923,386.938   530,470.037   MT  0.99961142   +0 16 05.9
 QB1390
 QB1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1390!SPC ID W     -   0.99983730  x   0.99999184  =   0.99982914
 QB1390!UTM  11      -   0.99983730  x   0.99961142  =   0.99944878
 QB1390
 QB1390                          SUPERSEDED SURVEY CONTROL
 QB1390
 QB1390  NAD 83(1991)-  44 27 47.32535(N)    116 37 01.05819(W) AD(       ) 3
 QB1390  NGVD 29 (11/04/91) 1053.1    (m)         3455.     (f) VERT ANG       
 QB1390
 QB1390.Superseded values are not recommended for survey control.
 QB1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1390.See file dsdata.txt to determine how the superseded data were derived.
 QB1390
 QB1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK3047023387(NAD 83)
 QB1390_MARKER: DD = SURVEY DISK
 QB1390_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QB1390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB1390
 QB1390  HISTORY     - Date     Condition        Report By
 QB1390  HISTORY     - 1954     MONUMENTED       USGS
 QB1390
 QB1390                          STATION DESCRIPTION
 QB1390
 QB1390'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QB1390'LOCATED ABOUT 5.0 MI. ESE. OF MIDVALE, ON A PROMINENT TOP OF RIDGE
 QB1390'DIVIDING WEISER RIVER AND CRANE CREEK AT HEADWATERS OF DIXIE CREEK.
 QB1390'
 QB1390'TO REACH FROM MIDVALE POST OFFICE, DRIVE E. ON OLD HIGHWAY 95 FOR 2.0
 QB1390'MI. TO RD. FORKS, TAKE RIGHT FORK AND CONTINUE 4.6 MI. TO FIELD RD.
 QB1390'LEFT (N.), MOST WESTERLY OF TWO GATES, PROCEED ON FIELD RD. 0.2 MI.
 QB1390'TO SECOND WIRE GATE, PASS THROUGH GATE AND TURN SHARP LEFT (W.) FOR
 QB1390'0.7 MI. TO W. END OF STOCK POND AND BASE OF SMALL HILL.  FROM THIS
 QB1390'POINT DRIVE N. ACROSS COUNTRY FOR 0.4 MI. TO WIRE FENCE CROSSING TOP
 QB1390'ABOUT 115 FT. SW. OF STATION.
 QB1390'
 QB1390'STATION MARK--STANDARD TABLET STAMPED---DIXIE 1954---, CEMENTED IN
 QB1390'SOLID MASS OF CONCRETE CAST IN PLACE.
 QB1390'
 QB1390'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 QB1390'1954---, CEMENTED IN SOLID MASS OF CONCRETE CAST IN PLACE, 47.51 FT.
 QB1390'FROM STATION MARK 32 DEGREES 35 MINUTES NW.
 QB1390'
 QB1390'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 QB1390'1954---, CEMENTED IN SOLID MASS OF CONCRETE CAST IN PLACE, 47.57 FT.
 QB1390'FROM STATION MARK 86 DEGREES 52 MINUTES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1098 ***********************************************************************
 TO1098  DESIGNATION -  DODGE PEAK LOOKOUT
 TO1098  PID         -  TO1098
 TO1098  STATE/COUNTY-  ID/BOUNDARY
 TO1098  USGS QUAD   -  DODGE PEAK (1996)
 TO1098
 TO1098                         *CURRENT SURVEY CONTROL
 TO1098  ___________________________________________________________________
 TO1098* NAD 83(1992)-  48 33 51.75992(N)    116 32 36.99833(W)     ADJUSTED  
 TO1098* NAVD 88     -                                                        
 TO1098  ___________________________________________________________________
 TO1098  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 TO1098  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 TO1098
 TO1098  HORZ ORDER  -  THIRD
 TO1098
 TO1098.The horizontal coordinates were established by classical geodetic methods
 TO1098.and adjusted by the National Geodetic Survey in July 1992..
 TO1098
 TO1098
 TO1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1098
 TO1098.The geoid height was determined by GEOID03.
 TO1098
 TO1098;                    North         East     Units Scale Factor Converg.
 TO1098;SPC ID W     -   766,823.514   741,429.490   MT  0.99997547   -0 35 42.0
 TO1098;UTM  11      - 5,379,132.102   533,671.570   MT  0.99961393   +0 20 31.8
 TO1098
 TO1098                          SUPERSEDED SURVEY CONTROL
 TO1098
 TO1098  NAD 83(1986)-  48 33 51.77020(N)    116 32 36.99601(W) AD(       ) 4
 TO1098  NAD 27      -  48 33 52.02927(N)    116 32 33.28765(W) AD(       ) 3
 TO1098
 TO1098.Superseded values are not recommended for survey control.
 TO1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1098.See file dsdata.txt to determine how the superseded data were derived.
 TO1098
 TO1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3367279132(NAD 83)
 TO1098
 TO1098  HISTORY     - Date     Condition        Report By
 TO1098  HISTORY     - UNK      MONUMENTED
 TO1098  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO1098
 TO1098                          STATION DESCRIPTION
 TO1098
 TO1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO1098'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1619 ***********************************************************************
 NU1619  DESIGNATION -  DOE
 NU1619  PID         -  NU1619
 NU1619  STATE/COUNTY-  ID/POWER
 NU1619  USGS QUAD   -  SCHILLER (1971)
 NU1619
 NU1619                         *CURRENT SURVEY CONTROL
 NU1619  ___________________________________________________________________
 NU1619* NAD 83(1992)-  42 54 23.05482(N)    112 38 02.48871(W)     ADJUSTED  
 NU1619* NAVD 88     -      1348.5    (meters)    4424.     (feet)  VERTCON   
 NU1619  ___________________________________________________________________
 NU1619  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 NU1619  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NU1619
 NU1619  HORZ ORDER  -  SECOND
 NU1619
 NU1619.The horizontal coordinates were established by classical geodetic methods
 NU1619.and adjusted by the National Geodetic Survey in July 1992..
 NU1619
 NU1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1619
 NU1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1619
 NU1619.The geoid height was determined by GEOID03.
 NU1619
 NU1619;                    North         East     Units Scale Factor Converg.
 NU1619;SPC ID E     -   137,807.339   161,835.363   MT  0.99996528   -0 19 05.5
 NU1619;UTM  12      - 4,751,716.343   366,610.014   MT  0.99981889   -1 06 45.4
 NU1619
 NU1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1619!SPC ID E     -   0.99979062  x   0.99996528  =   0.99975591
 NU1619!UTM  12      -   0.99979062  x   0.99981889  =   0.99960955
 NU1619
 NU1619|---------------------------------------------------------------------|
 NU1619| PID    Reference Object                     Distance      Geod. Az  |
 NU1619|                                                           dddmmss.s |
 NU1619| NU1621 T6S R33E SECS 7 8 17 18 RP           12.190 METERS 03743     |
 NU1619| NU1611 POCATELLO MUN AIRPORT TANK BCN      APPROX. 4.2 KM 1003017.3 |
 NU1619| NU1612 MICHAUD GABLE ON WAREHOUSE          APPROX. 3.7 KM 1071404.4 |
 NU1619| CM5482 DOE RM 1                             17.071 METERS 17111     |
 NU1619| NU1620 T6S R33E SECS 7 8 17 18               5.992 METERS 23156     |
 NU1619| CM5483 DOE RM 2                             13.599 METERS 27641     |
 NU1619| CM5481 DOE AZ MK                                          3093631.6 |
 NU1619|---------------------------------------------------------------------|
 NU1619
 NU1619                          SUPERSEDED SURVEY CONTROL
 NU1619
 NU1619  NAD 83(1986)-  42 54 23.04927(N)    112 38 02.47536(W) AD(       ) 2
 NU1619  NAD 27      -  42 54 23.36600(N)    112 37 59.52600(W) AD(       ) 2
 NU1619  NGVD 29 (07/19/86) 1347.5    (m)         4421.     (f) VERT ANG       
 NU1619
 NU1619.Superseded values are not recommended for survey control.
 NU1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1619.See file dsdata.txt to determine how the superseded data were derived.
 NU1619
 NU1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN6661051716(NAD 83)
 NU1619_MARKER: DS = TRIANGULATION STATION DISK
 NU1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1619
 NU1619  HISTORY     - Date     Condition        Report By
 NU1619  HISTORY     - 1936     MONUMENTED       CGS
 NU1619  HISTORY     - 1958     GOOD             CGS
 NU1619  HISTORY     - 1960     GOOD             CGS
 NU1619  HISTORY     - 1962     MARK NOT FOUND   CGS
 NU1619  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NU1619
 NU1619                          STATION DESCRIPTION
 NU1619
 NU1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 NU1619'STATION IS LOCATED AT THE CORNERS OF SECTIONS 7, 8, 17 AND 18,
 NU1619'T 6 S, R 33 E, 2-1/2 MILES W AND 1/2 MILE N OF MICHAUD, IN
 NU1619'THE DESERT, 19.66 FEET E OF G.L.O. CORNER, AND BOUNDARY
 NU1619'CORNER 20 GRAZING PERMIT.
 NU1619'
 NU1619'SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE STANDARD
 NU1619'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 NU1619'AND 11A.
 NU1619'
 NU1619'TO REACH FROM MAIN AND CENTER STREETS IN POCATELLO, GO W ON
 NU1619'U.S. HIGHWAY 30 N, FOR 8.5 MILES, THEN TURN RIGHT JUST PAST
 NU1619'MICHAUD STORE ON RIGHT AND LARGE WAREHOUSE ON LEFT, AND FOLLOW
 NU1619'PLAIN DESERT ROAD NW FOR 2.3 MILES, THEN TURN RIGHT AND GO
 NU1619'THROUGH DESERT TOWARD SHEEP BOUNDARY PERMIT SIGN, FOR 0.1
 NU1619'MILE TO STATION.
 NU1619
 NU1619                          STATION RECOVERY (1958)
 NU1619
 NU1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NU1619'STATION, AZIMUTH, AND REFERENCE MARKS, AND GLO CORNER RECOVERED
 NU1619'IN GOOD CONDITION.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT
 NU1619'FOR THE FOLLOWING.  STATION IS LOCATED 28.5 FEET EAST OF
 NU1619'C/L OF A TRACK ROAD AND 20 FEET NORTHEAST OF A 6 INCH POST
 NU1619'PROJECTING ABOUT 4 FEET.  REFERENCE MARK NO. 1 IS 48.8 FEET
 NU1619'SOUTH OF A 6 INCH POST PROJECTING ABOUT 4 FEET, 44 FEET EAST
 NU1619'OF C/L OF A TRACK ROAD AND FLUSH WITH THE GROUND IN A
 NU1619'CULTIVATED AREA.  REFERENCE MARK NO. 2 IS 33.8 FEET NORTHWEST
 NU1619'OF A 6 INCH POST PROJECTING ABOUT 4 FEET, 17 FEET WEST
 NU1619'OF THE C/L OF A TRACK ROAD.
 NU1619'
 NU1619'TO REACH STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 191,
 NU1619'91, AND 30N (INTERSECTION OF POCATELLO AVENUE AND E. OAK
 NU1619'STREET) IN POCATELLO GO 0.3 MILE WEST AND 10.4 MILES (NORTHWEST
 NU1619'AND SOUTHWEST) ON U.S. HIGHWAY 30N TO DIRT ROAD ON RIGHT, TURN
 NU1619'RIGHT AND GO 1.3 MILES NORTH TO STATION NEAR SECTION CORNER.
 NU1619'TO REACH AZIMUTH MARK FROM STATION GO ABOUT 0.15 MILE NORTH
 NU1619'ON TRACK ROAD TO A FORK, GO LEFT 0.3 MILE ON DIM TRACK ROAD
 NU1619'TO MARK ABOUT 100 FEET NORTH OF ROAD.
 NU1619
 NU1619                          STATION RECOVERY (1960)
 NU1619
 NU1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1619'THE STATION, BOTH REFERENCE MARKS, THE AZIMUTH MARK AND THE
 NU1619'GLO CORNER WERE RECOVERED AS DESCRIBED AND THE ORIGINAL
 NU1619'MEASUREMENTS WERE VERIFIED.  A NEW ROUTE TO THE STATION
 NU1619'FOLLOWS.
 NU1619'
 NU1619'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE POCATELLO
 NU1619'MUNICIPAL AIRPORT, PROCEED WESTERLY ALONG U.S. HIGHWAY 30N
 NU1619'FOR 2.9 MILES TO A SECTION LINE CROSSROADS AND A POWER LINE
 NU1619'LEADING NORTH.  TURN RIGHT, NORTH, AND FOLLOW THE SECTION
 NU1619'LINE ROAD FOR 1.3 MILES TO THE NORTHWEST CORNER OF A CULTIVATED
 NU1619'FIELD AND THE STATION SITE.
 NU1619'
 NU1619'TO REACH THE AZIMUTH MARK FROM THE STATION SITE, GO WEST ALONG
 NU1619'A DIRT ROAD FOR 0.3 MILE, THENCE RIGHT, NORTH, THROUGH THE
 NU1619'SAGE BRUSH TO THE SUMMIT OF A LOW EAST-WEST RIDGE FOR 0.3
 NU1619'MILE.  THE MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST WITH
 NU1619'SIGN AND AT THE EAST END OF THE RIDGE.
 NU1619'
 NU1619'NOTE--IT IS THE INTENTION OF THE INTERIOR DEPARTMENT TO
 NU1619'CONSTRUCT A NEW SECTION LINE ROAD IN THE NEAR FUTURE, THEREFORE
 NU1619'THE STATION MARK COULD BE DESTROYED.
 NU1619
 NU1619                          STATION RECOVERY (1962)
 NU1619
 NU1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MJU)
 NU1619'THE STATION AND REFERENCE MARKS WERE DESTROYED BY NEW ROAD
 NU1619'CONSTRUCTION.  HOWEVER, STATION RP S7-8 S17-18 BIA WHICH
 NU1619'WAS TRAVERSED TO FROM DOE WAS RECOVERED IN GOOD CONDITION.
 NU1619
 NU1619                          STATION RECOVERY (1973)
 NU1619
 NU1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NU1619'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE ROAD
 NU1619'HAS BEEN IMPROVED, A NEW ROAD TO THE WEST HAS BEEN BUILT, AND
 NU1619'THE AREA IS INTENSELY FARMED.  THE STATION MARK COULD BE UNDER
 NU1619'THE FILL OF THE ROAD.  THE STANDARD TRIANGULATION STATION
 NU1619'DISK, STAMPED DOE RESET 1961, WAS PROCURED FROM THE STATE
 NU1619'HIGHWAY DEPARTMENT AT POCATELLO.  IT HAD NEVER BEEN ESTABLISHED.
 NU1619'
 NU1619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 NU1619'WEST OF POCATELLO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0990 ***********************************************************************
 OZ0990  DESIGNATION -  DOG
 OZ0990  PID         -  OZ0990
 OZ0990  STATE/COUNTY-  ID/ELMORE
 OZ0990  USGS QUAD   -  FEATHERVILLE (1976)
 OZ0990
 OZ0990                         *CURRENT SURVEY CONTROL
 OZ0990  ___________________________________________________________________
 OZ0990* NAD 83(1992)-  43 31 08.09071(N)    115 20 45.74649(W)     ADJUSTED  
 OZ0990* NAVD 88     -      2350.0    (meters)    7710.     (feet)  VERTCON   
 OZ0990  ___________________________________________________________________
 OZ0990  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 OZ0990  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 OZ0990
 OZ0990  HORZ ORDER  -  FIRST
 OZ0990
 OZ0990.The horizontal coordinates were established by classical geodetic methods
 OZ0990.and adjusted by the National Geodetic Survey in July 1992..
 OZ0990
 OZ0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0990
 OZ0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0990
 OZ0990.The geoid height was determined by GEOID03.
 OZ0990
 OZ0990;                    North         East     Units Scale Factor Converg.
 OZ0990;SPC ID W     -   205,822.124   832,658.524   MT  0.99994645   +0 16 41.4
 OZ0990;UTM  11      - 4,819,770.685   633,672.473   MT  0.99981979   +1 08 20.7
 OZ0990
 OZ0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0990!SPC ID W     -   0.99963391  x   0.99994645  =   0.99958038
 OZ0990!UTM  11      -   0.99963391  x   0.99981979  =   0.99945376
 OZ0990
 OZ0990:                Primary Azimuth Mark                     Grid Az
 OZ0990:SPC ID W     -  STEEL                                    004 54 14.3
 OZ0990:UTM  11      -  STEEL                                    004 02 35.0
 OZ0990
 OZ0990|---------------------------------------------------------------------|
 OZ0990| PID    Reference Object                     Distance      Geod. Az  |
 OZ0990|                                                           dddmmss.s |
 OZ0990| OZ0989 STEEL                               APPROX.25.4 KM 0051055.7 |
 OZ0990| OZ0965 SMOKY DOME                          APPROX.33.3 KM 0944646.1 |
 OZ0990| CD4994 DOG RM 1                             16.880 METERS 11828     |
 OZ0990| CD4995 DOG RM 2                             25.284 METERS 19609     |
 OZ0990| OZ1021 HOUSE MOUNTAIN LOOKOUT              APPROX.14.9 KM 2302148.6 |
 OZ0990| OZ0991 TRINITY MTN LOOKOUT HOUSE           APPROX.11.1 KM 3230424.1 |
 OZ0990|---------------------------------------------------------------------|
 OZ0990
 OZ0990                          SUPERSEDED SURVEY CONTROL
 OZ0990
 OZ0990  NAD 83(1986)-  43 31 08.09120(N)    115 20 45.74395(W) AD(       ) 1
 OZ0990  NAD 27      -  43 31 08.46900(N)    115 20 42.44300(W) AD(       ) 1
 OZ0990  NGVD 29 (07/19/86) 2348.8    (m)         7706.     (f) VERT ANG       
 OZ0990
 OZ0990.Superseded values are not recommended for survey control.
 OZ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0990.See file dsdata.txt to determine how the superseded data were derived.
 OZ0990
 OZ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ3367219771(NAD 83)
 OZ0990_MARKER: DS = TRIANGULATION STATION DISK
 OZ0990_SETTING: 80 = SET IN A BOULDER
 OZ0990_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OZ0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0990
 OZ0990  HISTORY     - Date     Condition        Report By
 OZ0990  HISTORY     - 1935     MONUMENTED       CGS
 OZ0990  HISTORY     - 1939     SEE DESCRIPTION  CGS
 OZ0990  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OZ0990  HISTORY     - 1963     GOOD             USGS
 OZ0990  HISTORY     - 1976     GOOD             LOCENG
 OZ0990
 OZ0990                          STATION DESCRIPTION
 OZ0990
 OZ0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 OZ0990'SIX AND ONE-HALF MILES SOUTHEAST OF TRINITY LOOKOUT HOUSE ON
 OZ0990'THE END OF THE MAIN RIDGE EXTENDING SOUTHEAST FROM TRINITY
 OZ0990'MOUNTAIN, 2-1/2 MILES WEST OF BOISE RIVER AND ABOUT THE SAME
 OZ0990'DISTANCE SOUTH OF DOG CREEK, ON THE EAST END OF A PROMINENT
 OZ0990'RIDGE-LIKE MOUNTAIN, THE NORTH AND WEST SIDES BEING SLIGHTLY
 OZ0990'TIMBERED, THAT ON THE NORTH SIDE BEING MOSTLY THE SKELETON
 OZ0990'OF AN OLD BURN.  THE STATION POINT CAN BE SEEN FROM SEVERAL
 OZ0990'PLACES ALONG THE BOISE RIVER ROAD.  STATION MARK IS IN A
 OZ0990'BURIED BOULDER WITH A SUB-MARK.
 OZ0990'
 OZ0990'TO REACH FROM PINE, GO NORTH FROM THE FLAG POLE AT THE PINE
 OZ0990'RANGER STATION FOR 3.4 MILES TO ABOUT 100 YARDS SOUTH OF A
 OZ0990'SMALL CANAL OR DITCH, END OF TRUCK TRAVEL.  FROM HERE FOLLOW
 OZ0990'CREST OF RIDGE WESTWARD TO STATION.  ABOUT A THREE-HOUR BACK
 OZ0990'PACK, WITH HORSES ABOUT TWO HOURS LONGER.  ON LAST TRIP
 OZ0990'LIGHTKEEPER CLIMBED UP AND DESCENDED IN 2-3/4 HOURS.
 OZ0990'
 OZ0990'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 OZ0990'IN BOULDERS AS DESCRIBED IN NOTES 4 AND 12C RESPECTIVELY.
 OZ0990
 OZ0990                          STATION RECOVERY (1939)
 OZ0990
 OZ0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 OZ0990'IN THE BOISE NATIONAL FOREST, ABOUT 4-1/2 MILES NORTH-NORTHWEST
 OZ0990'OF PINE, ABOUT 7-1/2 MILES SOUTHWEST OF FEATHERVILLE, ABOUT
 OZ0990'7 MILES SOUTHEAST OF TRINITY MOUNTAIN FOREST LOOKOUT TOWER,
 OZ0990'ON A PROMINENT RIDGE LOCALLY KNOWN AS DOG MOUNTAIN.  THE
 OZ0990'MARK IS A STANDARD BRONZE DISK SET IN A DEPRESSION IN A BOULDER
 OZ0990'ABOUT 5 INCHES LOWER THAN THE GROUND SURFACE, ABOUT 2 FEET
 OZ0990'LOWER AND 6 FEET EAST OF THE HIGHEST POINT IN THE IMMEDIATE
 OZ0990'VICINITY, ABOUT 50 FEET SOUTHEAST OF A TRIANGLE BLAZE ON THE
 OZ0990'SOUTHEAST SIDE OF A PINE TREE ABOUT 4 FEET IN DIAMETER, AND
 OZ0990'STAMPED DOG 1935.  BAROMETRIC ELEVATION IS 7900 FEET.
 OZ0990'
 OZ0990'TO REACH FROM PINE, GO NORTH ON THE PINE-FEATHERVILLE ROAD
 OZ0990'FROM THE FLAG POLE AT THE PINE RANGER STATION FOR 3.4 MILES
 OZ0990'TO ABOUT 100 YARDS SOUTH OF A SMALL CANAL FLOWING UNDER THE
 OZ0990'ROAD, THE END OF TRUCK TRAVEL.  FROM HERE PACK UP RIDGE AND
 OZ0990'FOLLOW RIDGE WESTWARD TO HIGHEST POINT AND STATION, A 4-1/2-HOUR
 OZ0990'BACK PACK OR A 4-HOUR PACK WITH HORSES.  PACK ANIMALS CAN
 OZ0990'BE OBTAINED FROM OLE ABBOTT WHOSE RANCH IS 2 MILES SOUTH OF
 OZ0990'FEATHERVILLE ON THE FEATHERVILLE-PINE ROAD OR FROM A.
 OZ0990'BALLANTYNE WHO OPERATES THE PRICE HOT CREEK RESORT ABOUT 7
 OZ0990'MILES NORTH OF PINE ON THE PINE-FEATHERVILLE ROAD.  A DAYS
 OZ0990'NOTICE MUST BE GIVEN EITHER PACKER TO ARRANGE FOR PACK
 OZ0990'ANIMALS.
 OZ0990'
 OZ0990'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN TOP OF A SQUARE
 OZ0990'BOULDER PROJECTING ABOUT 2 INCHES ABOVE GROUND, ABOUT 5 FEET
 OZ0990'LOWER THAN, AND ABOUT 55-1/2 FEET EAST-SOUTHEAST OF THE
 OZ0990'STATION, AND STAMPED DOG NO. 1 1935.
 OZ0990'
 OZ0990'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DEPRESSION
 OZ0990'IN A BOULDER, ABOUT 2 FEET SQUARE AND 2 FEET ABOVE GROUND,
 OZ0990'ABOUT 20 FEET LOWER THAN THE STATION ON THE SOUTH SLOPE OF
 OZ0990'THE PEAK, ABOUT 83 FEET SOUTH-SOUTHWEST OF STATION, AND
 OZ0990'STAMPED DOG NO. 2 1935.
 OZ0990'
 OZ0990'NO AZIMUTH MARK WAS SET AT THIS STATION.  LOOKOUT HOUSE OF
 OZ0990'EITHER TRINITY MOUNTAIN OR HOUSE MOUNTAIN FOREST SERVICE MAY
 OZ0990'BE USED AS AZIMUTHS.
 OZ0990'
 OZ0990'THE 1935 MEASUREMENTS TO REFERENCE MARKS ARE SLOPE DISTANCES.
 OZ0990'THE 1939 MEASUREMENTS ARE HORIZONTAL DISTANCES.
 OZ0990'
 OZ0990'THE 1935 DIRECTION TO REFERENCE MARK NO. 2 IS IN ERROR BY
 OZ0990'180 DEG, THE 1935 CARDINAL DIRECTION OF REFERENCE MARK NO. 2
 OZ0990'AS BEING SOUTH-SOUTHWEST IS CORRECT BUT THE DIRECTION FROM
 OZ0990'STATION STEEL IS 190 DEG - 58 MIN INSTEAD OF 10 DEG - 58 MIN.
 OZ0990
 OZ0990                          STATION RECOVERY (1959)
 OZ0990
 OZ0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ0990'THE STATION AND MARKS WERE RECOVERED AS DESCRIBED AND WERE
 OZ0990'FOUND TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 OZ0990'
 OZ0990'THE STATION IS LOCATED, AIRLINE, ABOUT 3 MILES NORTHWEST OF
 OZ0990'PINE, ABOUT 5 MILES NORTH OF LESTER CREEK RANGER STATION, ABOUT 7
 OZ0990'MILES SOUTHEAST OF TRINITY MOUNTAIN LOOKOUT HOUSE, AND IS ON
 OZ0990'THE HIGHEST POINT OF DOG MOUNTAIN.
 OZ0990'
 OZ0990'TO REACH FROM THE LESTER CREEK GUARD STATION, WHICH IS
 OZ0990'LOCATED, AIRLINE, ABOUT 35-1/2 MILES NORTH-NORTHEAST OF MOUNTAIN
 OZ0990'HOME, GO WEST ON THE GRADED ROAD FOR 2.2 MILES TO A CREEK AND
 OZ0990'A SIGN CROSS CUT TRAIL 5 CAMP CREEK TRAIL.  THIS IS THE END
 OZ0990'OF TRUCK TRAVEL.  PACK NORTHERLY ON THE TRAIL TO THE TOP
 OZ0990'OF THE RIDGE AND DOWN THE SLOPE TO A CREEK AND A SIGN BUCKHORN
 OZ0990'CREEK.  CROSS THE CREEK AND FOLLOW THE TRAIL A SHORT WAY TO
 OZ0990'A LARGE OPENING IN THE TREES.  LEAVE THE TRAIL AND GO THROUGH
 OZ0990'THE LARGE OPENING IN THE TREES AND PACK EASTERLY UP THE STEEP
 OZ0990'SLOPE TO THE TOP OF THE RIDGE.  FOLLOW THE RIDGE
 OZ0990'NORTHEASTERLY TO THE SUMMIT AND THE STATION.  NOTE--THIS IS A
 OZ0990'3-HOUR PACK.
 OZ0990'
 OZ0990'THE STATION MARK, STAMPED DOG 1935, IS A STANDARD DISK CEMENTED
 OZ0990'IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 1 FOOT BY 1/2
 OZ0990'FOOT AND IS ABOUT 6 INCHES LOWER THAN THE GROUND LEVEL.
 OZ0990'
 OZ0990'REFERENCE MARK NUMBER ONE, STAMPED DOG NO 1 1935, IS A STANDARD
 OZ0990'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 OZ0990'1-1/2 FEET BY 1 FOOT AND PROJECTS ABOUT 5 INCHES ABOVE THE
 OZ0990'GROUND.  IT IS ABOUT 5 FEET LOWER THAN THE STATION.
 OZ0990'
 OZ0990'REFERENCE MARK NUMBER TWO, STAMPED DOG NO 2 1935, IS A STANDARD
 OZ0990'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2
 OZ0990'FEET BY 2 FEET AND PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
 OZ0990'IT IS ABOUT 20 FEET LOWER THAN THE STATION.
 OZ0990
 OZ0990                          STATION RECOVERY (1963)
 OZ0990
 OZ0990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OZ0990'RECOVERED BY USGS IN 1963.  STATION REACHED BY HELICOPTER.
 OZ0990'
 OZ0990'STATION MARK--A STANDARD DISK STAMPED---DOG 1935---, CEMENTED IN A
 OZ0990'DRILL HOLE IN A BOULDER WHICH IS ABOUT 1 FT. BY 1/2 FT. AND IS ABOUT
 OZ0990'6 IN. LOWER THAN THE GROUND LEVEL.
 OZ0990
 OZ0990                          STATION RECOVERY (1976)
 OZ0990
 OZ0990'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OZ0990'DOG 1935 RECOVERED EXCELLENT.
 OZ0990'
 OZ0990'DOG 1935 NO. 1 RECOVERED GOOD.
 OZ0990'
 OZ0990'DOG 1935 NO. 2 RECOVERED EXCELLENT.
 OZ0990'
 OZ0990'NEW DESCRIPTION SHOULD READ--FROM NORTH END OF ANDERSON RANCH
 OZ0990'DAM, 26.0 MILES NORTHEAST OF MOUNTAIN HOME-FAIRFIELD INTERCHANGE
 OZ0990'ON I80N (EXIT 95), GO NORTHEAST ON ROAD ALONG NORTHWEST SIDE OF
 OZ0990'RESERVOIR FOR 8.8 MILES TO JUNCTION WITH FALL CREEK ROAD (ROAD
 OZ0990'TO TRINITY LAKES REC. AREA).  PROCEED NORTH ON FALL CREEK ROAD
 OZ0990'FOR 5.7 MILES TO TALLY CR. ROAD ON RIGHT.  TURN RIGHT, NORTHEAST,
 OZ0990'ON TALLY CR. ROAD FOR 1.2 MILES TO FORK.  TAKE RIGHT FORK FOR
 OZ0990'1.0 MILE TO FORK TAKE RIGHT FORK FOR 1.6 MILES TO SHARP TURN LEFT
 OZ0990'OPPOSITE A FORK IN BRANCH OF TALLY CREEK ON RIGHT.  LEAVE TRUCK
 OZ0990'HERE AND PACK EAST ON FAINT TRAIL ACROSS SMALL STREAM TO OPENING
 OZ0990'IN TIMBER AT FOOT OF A SPUR.  CLIMB NE UP SPUR TO TOP OF DOG
 OZ0990'MOUNTAIN.  TURN RIGHT, SE, AND PROCEED ALONG RIDGE ABOUT 0.15
 OZ0990'MILE TO STATION.  ABOUT A 1 HOUR AND 45 MINUTE PACK, ROUND TRIP.
 OZ0990'AREA NEAR STATION PROBABLY SUITABLE FOR HELICOPTER LANDING.
 OZ0990'
 OZ0990'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NW OF PINE,
 OZ0990'ABOUT 5 MILES NORTH OF LESTER CR. GUARD STA., ABOUT 7 MILES SE OF
 OZ0990'TRINITY MTN. L.O.H., AND ON SE END OF DOG MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0969 ***********************************************************************
 RY0969  DESIGNATION -  DOG
 RY0969  PID         -  RY0969
 RY0969  STATE/COUNTY-  ID/CLEARWATER
 RY0969  USGS QUAD   -  MALLARD PEAK (1994)
 RY0969
 RY0969                         *CURRENT SURVEY CONTROL
 RY0969  ___________________________________________________________________
 RY0969* NAD 83(1992)-  46 53 00.64149(N)    115 37 15.51915(W)     ADJUSTED  
 RY0969* NAVD 88     -      1260.4    (meters)    4135.     (feet)  VERTCON   
 RY0969  ___________________________________________________________________
 RY0969  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 RY0969  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 RY0969
 RY0969  HORZ ORDER  -  THIRD
 RY0969
 RY0969.The horizontal coordinates were established by classical geodetic methods
 RY0969.and adjusted by the National Geodetic Survey in July 1992..
 RY0969
 RY0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0969
 RY0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0969
 RY0969.The geoid height was determined by GEOID03.
 RY0969
 RY0969;                    North         East     Units Scale Factor Converg.
 RY0969;SPC ID W     -   579,652.926   809,833.583   MT  0.99993452   +0 05 39.1
 RY0969;UTM  11      - 5,193,142.365   605,067.970   MT  0.99973568   +1 00 24.2
 RY0969
 RY0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0969!SPC ID W     -   0.99980498  x   0.99993452  =   0.99973952
 RY0969!UTM  11      -   0.99980498  x   0.99973568  =   0.99954071
 RY0969
 RY0969:                Primary Azimuth Mark                     Grid Az
 RY0969:SPC ID W     -  EAGLE PT LOOKOUT TOWER                   145 03 14.7
 RY0969:UTM  11      -  EAGLE PT LOOKOUT TOWER                   144 08 29.6
 RY0969
 RY0969|---------------------------------------------------------------------|
 RY0969| PID    Reference Object                     Distance      Geod. Az  |
 RY0969|                                                           dddmmss.s |
 RY0969| RY0975 EAGLE PT LOOKOUT TOWER              APPROX.11.2 KM 1450853.8 |
 RY0969| CH7235 DOG RM 1                              3.509 METERS 19528     |
 RY0969| CH7236 DOG RM 2                              2.734 METERS 23320     |
 RY0969|---------------------------------------------------------------------|
 RY0969
 RY0969                          SUPERSEDED SURVEY CONTROL
 RY0969
 RY0969  NAD 83(1986)-  46 53 00.64480(N)    115 37 15.51843(W) AD(       ) 3
 RY0969  NAD 27      -  46 53 00.97730(N)    115 37 11.97320(W) AD(       ) 3
 RY0969  NGVD 29 (07/19/86) 1259.2    (m)         4131.     (f) VERT ANG       
 RY0969
 RY0969.Superseded values are not recommended for survey control.
 RY0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0969.See file dsdata.txt to determine how the superseded data were derived.
 RY0969
 RY0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM0506893142(NAD 83)
 RY0969_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RY0969_SETTING: 80 = SET IN A BOULDER
 RY0969_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RY0969
 RY0969  HISTORY     - Date     Condition        Report By
 RY0969  HISTORY     - 1959     MONUMENTED       CGS
 RY0969
 RY0969                          STATION DESCRIPTION
 RY0969
 RY0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0969'STATION IS LOCATED ABOUT 3 MILES NORTH AND 1-3/4 MILES WEST
 RY0969'OF THE CANYON RANGER STATION, 1-3/4 MILES NORTHEAST OF THE
 RY0969'NORTH FORK OF THE CLEARWATER RIVER, 3/4 MILE NORTHWEST OF
 RY0969'ISABELLA CREEK, IN SECTION 19, T 41 N, R 7 E, ABOUT 20 FEET
 RY0969'NORTH OF, AND 2 FEET LOWER THAN THE HIGHEST POINT OF THE TOP
 RY0969'OF A SMALL BRUSH COVERED KNOLL AT THE SOUTHEAST END OF A
 RY0969'TIMBERED SPUR RIDGE BETWEEN DOG AND GOAT CREEKS AND WHICH
 RY0969'EXTENDS SOUTHEAST FROM SALMON RIDGE.  THERE IS A GOOD TENT
 RY0969'CAMPSITE, BUT NO WATER AVAILABLE.
 RY0969'
 RY0969'STATION WAS REACHED BY HELICOPTER AND THERE ARE NO ROADS CLOSE
 RY0969'TO THIS POINT.
 RY0969'
 RY0969'STATION MARK IS A STANDARD DISK, STAMPED DOG 1959, CEMENTED
 RY0969'IN A DRILL HOLE IN A 3 X 5 FOOT BOULDER PROJECTING 6 INCHES.
 RY0969'IT IS 40 FEET NORTHEAST OF AN 8 INCH PINE TREE WITH A TRIANGLE
 RY0969'BLAZE ON ITS EAST SIDE.
 RY0969'
 RY0969'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOG NO 1 1959,
 RY0969'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER PROJECTING
 RY0969'8 INCHES.  IT IS 35 FEET NORTHEAST OF THE BLAZED TREE.
 RY0969'
 RY0969'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOG NO 2 1959,
 RY0969'CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER PROJECTING
 RY0969'2 INCHES.  IT IS 32 FEET NORTHEAST OF THE BLAZED TREE.
 RY0969'
 RY0969'NO SUITABLE LOCATION COULD BE FOUND FOR THE AZIMUTH MARK.
 RY0969'
 RY0969'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 2.156 METERS
 RY0969'OR 7.07 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0988 ***********************************************************************
 OY0988  DESIGNATION -  DOME
 OY0988  PID         -  OY0988
 OY0988  STATE/COUNTY-  ID/BUTTE
 OY0988  USGS QUAD   -  CHAMPAGNE CREEK (1991)
 OY0988
 OY0988                         *CURRENT SURVEY CONTROL
 OY0988  ___________________________________________________________________
 OY0988* NAD 83(1992)-  43 36 48.63095(N)    113 32 31.43200(W)     ADJUSTED  
 OY0988* NAVD 88     -      2548.1    (meters)    8360.     (feet)  VERTCON   
 OY0988  ___________________________________________________________________
 OY0988  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 OY0988  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 OY0988
 OY0988  HORZ ORDER  -  THIRD
 OY0988
 OY0988.The horizontal coordinates were established by classical geodetic methods
 OY0988.and adjusted by the National Geodetic Survey in July 1992..
 OY0988
 OY0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0988
 OY0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0988
 OY0988.The geoid height was determined by GEOID03.
 OY0988
 OY0988;                    North         East     Units Scale Factor Converg.
 OY0988;SPC ID C     -   216,356.886   536,964.926   MT  0.99996417   +0 18 57.2
 OY0988;UTM  12      - 4,832,087.522   294,870.548   MT  1.00011760   -1 45 14.8
 OY0988
 OY0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0988!SPC ID C     -   0.99960248  x   0.99996417  =   0.99956667
 OY0988!UTM  12      -   0.99960248  x   1.00011760  =   0.99972003
 OY0988
 OY0988:                Primary Azimuth Mark                     Grid Az
 OY0988:SPC ID C     -  CRAWFORD                                 024 04 37.9
 OY0988:UTM  12      -  CRAWFORD                                 026 08 49.9
 OY0988
 OY0988|---------------------------------------------------------------------|
 OY0988| PID    Reference Object                     Distance      Geod. Az  |
 OY0988|                                                           dddmmss.s |
 OY0988| OY0935 CRAWFORD                            APPROX.13.4 KM 0242335.1 |
 OY0988| CN3416 DOME RM 2                             7.873 METERS 17051     |
 OY0988| CN3415 DOME RM 1                             4.837 METERS 28605     |
 OY0988|---------------------------------------------------------------------|
 OY0988
 OY0988                          SUPERSEDED SURVEY CONTROL
 OY0988
 OY0988  NAD 83(1986)-  43 36 48.62766(N)    113 32 31.42432(W) AD(       ) 3
 OY0988  NAD 27      -  43 36 48.99219(N)    113 32 28.34128(W) AD(       ) 3
 OY0988  NGVD 29 (07/19/86) 2546.9    (m)         8356.     (f) VERT ANG       
 OY0988
 OY0988.Superseded values are not recommended for survey control.
 OY0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0988.See file dsdata.txt to determine how the superseded data were derived.
 OY0988
 OY0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP9487132088(NAD 83)
 OY0988_MARKER: DD = SURVEY DISK
 OY0988_SETTING: 66 = SET IN ROCK OUTCROP
 OY0988
 OY0988  HISTORY     - Date     Condition        Report By
 OY0988  HISTORY     - 1959     MONUMENTED       USGS
 OY0988
 OY0988                          STATION DESCRIPTION
 OY0988
 OY0988'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OY0988'LOCATED ABOUT 22 MI SE. OF MACKAY, ABOUT 18 MI SW. OF LESLIE,
 OY0988'ABOUT 12 MI WSW. OF ARCO.  ON SOUTH END AND HIGHEST PART OF
 OY0988'PROMINENT TOP KNOWN LOCALLY AS TIMBERED DOME.
 OY0988'
 OY0988'TO REACH FROM COURTHOUSE IN ARCO, DRIVE 4.9 MI SW. ON U.S. HWY.
 OY0988'20 TO RD. FORK AT SOLBERG LANDING STRIP.  TURN RIGHT LEAVING HWY.
 OY0988'FOLLOWING MAIN-TRAVELED RD. 2.0 MI TO INTERSECTION, GO STRAIGHT
 OY0988'AHEAD FOLLOWING MAIN-TRAVELED RD. 2.5 MI TO Y-RD. FORK IN BEND OF
 OY0988'MAIN-TRAVELED RD.  TAKE RIGHT FORK LEAVING MAIN-TRAVELED RD.
 OY0988'FOLLOWING OLD RD. 1.3 MI WEST TO DIM X-RD.  GO STRAIGHT 0.5 MI TO
 OY0988'FENCED LANE, CROSS LANE AND TURN LEFT FOLLOWING MAIN-TRAVELED RD.
 OY0988'1.2 MI TO Y-RD. FORK.  TURN RIGHT FOLLOWING RD. 0.3 MI.  TURN LEFT
 OY0988'OFF RD. 0.7 MI CROSS-COUNTRY TO END OF TRUCK TRAVEL.  PACK W. UP
 OY0988'RIDGE TO TOP OF MAIN RIDGE THENCE N. FOLLOWING MAIN RIDGE TO TOP
 OY0988'AND STATION.  A 1 HOUR 15-MINUTE HIKE.
 OY0988'
 OY0988'STATION MARK--STANDARD TABLET STAMPED---DOME 1959---, CEMENTED IN
 OY0988'ROCK OUTCROP.
 OY0988'
 OY0988'RM 1--COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP.
 OY0988'
 OY0988'RM 2--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1103 ***********************************************************************
 SU1103  DESIGNATION -  DOMINION
 SU1103  PID         -  SU1103
 SU1103  STATE/COUNTY-  ID/SHOSHONE
 SU1103  USGS QUAD   -  ADAIR (1995)
 SU1103
 SU1103                         *CURRENT SURVEY CONTROL
 SU1103  ___________________________________________________________________
 SU1103* NAD 83(1992)-  47 22 02.38395(N)    115 34 39.22160(W)     ADJUSTED  
 SU1103* NAVD 88     -      1839.7    (meters)    6036.     (feet)  VERTCON   
 SU1103  ___________________________________________________________________
 SU1103  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 SU1103  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 SU1103
 SU1103  HORZ ORDER  -  THIRD
 SU1103
 SU1103.The horizontal coordinates were established by classical geodetic methods
 SU1103.and adjusted by the National Geodetic Survey in July 1992..
 SU1103
 SU1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1103
 SU1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1103
 SU1103.The geoid height was determined by GEOID03.
 SU1103
 SU1103;                    North         East     Units Scale Factor Converg.
 SU1103;SPC ID W     -   633,443.242   813,023.953   MT  0.99993542   +0 07 36.7
 SU1103;UTM  11      - 5,246,966.251   607,397.414   MT  0.99974175   +1 02 47.8
 SU1103
 SU1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1103!SPC ID W     -   0.99971419  x   0.99993542  =   0.99964963
 SU1103!UTM  11      -   0.99971419  x   0.99974175  =   0.99945601
 SU1103
 SU1103                          SUPERSEDED SURVEY CONTROL
 SU1103
 SU1103  NAD 83(1986)-  47 22 02.38802(N)    115 34 39.19949(W) AD(       ) 3
 SU1103  NGVD 29 (03/27/92) 1838.5    (m)         6032.     (f) VERT ANG       
 SU1103
 SU1103.Superseded values are not recommended for survey control.
 SU1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1103.See file dsdata.txt to determine how the superseded data were derived.
 SU1103
 SU1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN0739746966(NAD 83)
 SU1103_MARKER: DS = TRIANGULATION STATION DISK
 SU1103_SETTING: 0 = UNSPECIFIED SETTING
 SU1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU1103
 SU1103  HISTORY     - Date     Condition        Report By
 SU1103  HISTORY     - 1953     MONUMENTED       USGS
 SU1103
 SU1103                          STATION DESCRIPTION
 SU1103
 SU1103'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 SU1103'STATION LOCATED ON THE IDAHO-MONTANA BOUNDARY, APPROXIMATELY 4.3 MI.
 SU1103'SW. OF SALTESE, MONTANA.
 SU1103'
 SU1103'STATION BEST REACHED FROM SALTESE, MONTANA, BY GOING S. ON SINGLE
 SU1103'TRACK RD. 5.0 MI. TO STATE LINE RD.  TURN RIGHT AND GO W.
 SU1103'APPROXIMATELY 2.0 MI. TO RD. FORK.  TURN RIGHT AND FOLLOW
 SU1103'RD. TO TOP OF HILL WHERE OLD DOMINION PT.  LOOKOUT TOWER WAS
 SU1103'LOCATED AND STATION SITE.
 SU1103'
 SU1103'STATION MARK - - STANDARD BRONZE TABLET, SET IN THE SE. CORNER
 SU1103'OF FOUNDATION DESTROYED LOOKOUT TOWER, STAMPED---
 SU1103'DOMINION 1953 ---.
 SU1103'
 SU1103'REFERENCE MARKS - - NONE.
 SU1103'NOTE - - THE ABOVE POSITION IS A RECOMPUTATION HOLDING TO NEW
 SU1103'1956 TRIANGULATION TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1259 ***********************************************************************
 OH1259  DESIGNATION -  DON
 OH1259  PID         -  OH1259
 OH1259  STATE/COUNTY-  ID/ADA
 OH1259  USGS QUAD   -  BOISE NORTH (1976)
 OH1259
 OH1259                         *CURRENT SURVEY CONTROL
 OH1259  ___________________________________________________________________
 OH1259* NAD 83(1992)-  43 38 02.37930(N)    116 10 18.79440(W)     ADJUSTED  
 OH1259* NAVD 88     -      1003.2    (meters)    3291.     (feet)  VERTCON   
 OH1259  ___________________________________________________________________
 OH1259  LAPLACE CORR-          11.34  (seconds)                    DEFLEC99
 OH1259  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 OH1259
 OH1259  HORZ ORDER  -  FIRST
 OH1259
 OH1259.The horizontal coordinates were established by classical geodetic methods
 OH1259.and adjusted by the National Geodetic Survey in July 1992..
 OH1259
 OH1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1259
 OH1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1259
 OH1259.The geoid height was determined by GEOID03.
 OH1259
 OH1259;                    North         East     Units Scale Factor Converg.
 OH1259;SPC ID W     -   218,614.346   765,956.958   MT  0.99994758   -0 17 28.1
 OH1259;UTM  11      - 4,831,555.822   566,800.091   MT  0.99965489   +0 34 17.3
 OH1259
 OH1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1259!SPC ID W     -   0.99984532  x   0.99994758  =   0.99979291
 OH1259!UTM  11      -   0.99984532  x   0.99965489  =   0.99950026
 OH1259
 OH1259:                Primary Azimuth Mark                     Grid Az
 OH1259:SPC ID W     -  BOISE TABLE ROCK MESA CROSS              154 00 15.8
 OH1259:UTM  11      -  BOISE TABLE ROCK MESA CROSS              153 08 30.4
 OH1259
 OH1259|---------------------------------------------------------------------|
 OH1259| PID    Reference Object                     Distance      Geod. Az  |
 OH1259|                                                           dddmmss.s |
 OH1259| OH1231 BOISE TABLE ROCK MESA CROSS         APPROX. 4.4 KM 1534247.7 |
 OH1259| CD4997 DON RM 2                              7.003 METERS 21004     |
 OH1259| OH1233 BOISE U PAC DEPOT CLOCK TOWER       APPROX. 4.9 KM 2241846.3 |
 OH1259| OH1230 BOISE STATE CAPITOL DOME            APPROX. 2.9 KM 2311251.9 |
 OH1259| OH1242 BOISE FIRST METH CH SPIRE           APPROX. 2.8 KM 2424521.6 |
 OH1259| CD4996 DON RM 1                              7.288 METERS 31239     |
 OH1259|---------------------------------------------------------------------|
 OH1259
 OH1259                          SUPERSEDED SURVEY CONTROL
 OH1259
 OH1259  NAD 83(1986)-  43 38 02.38000(N)    116 10 18.79160(W) AD(       ) 1
 OH1259  NAD 27      -  43 38 02.77736(N)    116 10 15.36900(W) AD(       ) 1
 OH1259  NGVD 29 (07/19/86) 1002.2    (m)         3288.     (f) VERT ANG       
 OH1259
 OH1259.Superseded values are not recommended for survey control.
 OH1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1259.See file dsdata.txt to determine how the superseded data were derived.
 OH1259
 OH1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6680031556(NAD 83)
 OH1259_MARKER: DS = TRIANGULATION STATION DISK
 OH1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1259_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OH1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1259+STABILITY: SURFACE MOTION
 OH1259
 OH1259  HISTORY     - Date     Condition        Report By
 OH1259  HISTORY     - 1978     MONUMENTED       NGS
 OH1259
 OH1259                          STATION DESCRIPTION
 OH1259
 OH1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH1259'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTHEAST OF THE STATE
 OH1259'CAPITOL BUILDING IN DOWNTOWN BOISE AND ON TOP OF A LOW FLAT
 OH1259'CONCRETE WATER TANK.  IT IS ON PROPERTY OWNED BY SIMPLOT
 OH1259'INDUSTRIES, INC., 999 MAIN STREET, BOISE, IDAHO.  PHONE
 OH1259'208/336-2110.  PERMISSION FOR THE STATION WAS GRANTED BY THE OWNER
 OH1259'MR. SCOTT SIMPLOT.
 OH1259'
 OH1259'TO REACH THE STATION FROM THE JUNCTION OF NORTH 8TH STREET AND
 OH1259'WEST FORT IN THE NORTHEAST SECTION OF BOISE, GO NORTH ON NORTH 8TH
 OH1259'STREET FOR 0.6 MILE TO THE JUNCTION OF BRUMBACK STREET.  TURN
 OH1259'RIGHT AND GO EASTERLY ON BRUMBACK STREET FOR 0.35 MILE TO THE
 OH1259'JUNCTION OF CRESTLINE DRIVE.  TURN RIGHT AND FOLLOW CRESTLINE
 OH1259'DRIVE FOR 1.15 MILES TO A DIRT ROAD RIGHT, ACROSS STREET FROM
 OH1259'2219 CRESTLINE DRIVE.  TURN RIGHT AND GO EAST-SOUTHEAST UPHILL FOR
 OH1259'0.15 MILE TO THE TOP OF HILL AND STATION ON TOP OF SQUARE CONCRETE
 OH1259'WATER TANK.
 OH1259'
 OH1259'THE STATION IS A STANDARD NGS DISK
 OH1259'STAMPED---DON 1978---,
 OH1259'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH1259'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1259'1.5 METERS WEST FROM EAST EDGE OF TANK.
 OH1259'8.2 METERS SOUTHEAST FROM THE NORTHWEST CORNER OF TANK.
 OH1259'
 OH1259'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 OH1259'STAMPED---DON NO 1 1978---,
 OH1259'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH1259'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1259'O.9 METERS SOUTH FROM NORTH END OF TANK.
 OH1259'6.4 METERS WEST FROM NORTHEAST CORNER OF TANK.
 OH1259'MARK IS LEVEL WITH STATION.
 OH1259'
 OH1259'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 OH1259'STAMPED---DON NO 2 1978---,
 OH1259'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH1259'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1259'1.5 METERS EAST FROM THE WEST EDGE OF TANK.
 OH1259'10.1 METERS NORTH FROM THE SOUTHWEST CORNER OF TANK.
 OH1259'MARK IS LEVEL WITH STATION.
 OH1259'
 OH1259'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1777 ***********************************************************************
 RZ1777  DESIGNATION -  DON
 RZ1777  PID         -  RZ1777
 RZ1777  STATE/COUNTY-  ID/CLEARWATER
 RZ1777  USGS QUAD   -  BECHTEL BUTTE (1994)
 RZ1777
 RZ1777                         *CURRENT SURVEY CONTROL
 RZ1777  ___________________________________________________________________
 RZ1777* NAD 83(1992)-  46 55 14.31699(N)    116 17 42.48644(W)     ADJUSTED  
 RZ1777* NAVD 88     -      1235.2    (meters)    4052.     (feet)  VERTCON   
 RZ1777  ___________________________________________________________________
 RZ1777  LAPLACE CORR-           9.40  (seconds)                    DEFLEC99
 RZ1777  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 RZ1777
 RZ1777  HORZ ORDER  -  SECOND
 RZ1777
 RZ1777.The horizontal coordinates were established by classical geodetic methods
 RZ1777.and adjusted by the National Geodetic Survey in July 1992..
 RZ1777
 RZ1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1777
 RZ1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1777
 RZ1777.The geoid height was determined by GEOID03.
 RZ1777
 RZ1777;                    North         East     Units Scale Factor Converg.
 RZ1777;SPC ID W     -   583,916.772   758,480.666   MT  0.99995451   -0 23 53.4
 RZ1777;UTM  11      - 5,196,586.705   553,666.961   MT  0.99963540   +0 30 53.5
 RZ1777
 RZ1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1777!SPC ID W     -   0.99980910  x   0.99995451  =   0.99976362
 RZ1777!UTM  11      -   0.99980910  x   0.99963540  =   0.99944457
 RZ1777
 RZ1777|---------------------------------------------------------------------|
 RZ1777| PID    Reference Object                     Distance      Geod. Az  |
 RZ1777|                                                           dddmmss.s |
 RZ1777| RZ1775 DON A                                22.018 METERS 07727     |
 RZ1777| CH7239 DON AZ MK                                          1971956.9 |
 RZ1777| RZ1774 SING                                APPROX. 4.8 KM 2232138.6 |
 RZ1777|---------------------------------------------------------------------|
 RZ1777
 RZ1777                          SUPERSEDED SURVEY CONTROL
 RZ1777
 RZ1777  NAD 83(1986)-  46 55 14.32120(N)    116 17 42.48012(W) AD(       ) 2
 RZ1777  NAD 27      -  46 55 14.66331(N)    116 17 38.93489(W) AD(       ) 2
 RZ1777  NGVD 29 (07/19/86) 1234.0    (m)         4049.     (f) VERT ANG       
 RZ1777
 RZ1777.Superseded values are not recommended for survey control.
 RZ1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1777.See file dsdata.txt to determine how the superseded data were derived.
 RZ1777
 RZ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM5366796587(NAD 83)
 RZ1777_MARKER: Z = SEE DESCRIPTION
 RZ1777_SETTING: 0 = UNSPECIFIED SETTING
 RZ1777
 RZ1777  HISTORY     - Date     Condition        Report By
 RZ1777  HISTORY     - 1967     MONUMENTED       BPA
 RZ1777
 RZ1777                          STATION DESCRIPTION
 RZ1777
 RZ1777'DESCRIBED BY BONNEVILLE POWER ADMINISTRATION 1967
 RZ1777'TO REACH BPA STATIONS DON AND DON A FROM COMBINATION STORE
 RZ1777'AND POST OFFICE IN CLARKIA, IDAHO, GO WESTERLY 0.3 MILE
 RZ1777'TO IDAHO STATE HIGHWAY 3.  TURN LEFT AND GO 4.2 MILES TO SIDE
 RZ1777'ROAD LEFT (SIGNS--OLD COUNTY ROAD, KEELER CREEK, DUMP).  TURN
 RZ1777'LEFT AND GO 0.4 MILE TO Y-INTERSECTION AT GARBAGE DUMP.
 RZ1777'TURN LEFT AND GO 0.8 MILE TO Y-INTERSECTION.  TURN LEFT
 RZ1777'AND GO 0.1 MILE TO CROSS HIDDEN CREEK AND RAILROAD TRACK.
 RZ1777'GO 0.2 MILE FARTHER TO Y-INTERSECTION.  TURN LEFT AND GO
 RZ1777'0.2 MILE TO CROSS KEELER CREEK.  GO 4.6 MILES FARTHER TO SIDE
 RZ1777'ROAD LEFT (8 FOOT DIRT ROAD).  TURN LEFT AND GO 0.1 MILE
 RZ1777'TO Y-INTERSECTION.  TURN LEFT AND GO 0.05 MILE TO
 RZ1777'Y-INTERSECTION.  TURN RIGHT, UPHILL, AND GO 0.1 MILE TO STATION
 RZ1777'DON.
 RZ1777'
 RZ1777'STATION DON IS A STANDARD BPA BRASS CAP ON AN IRON PIPE PROJECTING
 RZ1777'0.2 FEET ABOVE GROUND ELEVATION.  IT IS LOCATED IN THE CENTER
 RZ1777'OF AN 8-FOOT DIRT ROAD.
 RZ1777'
 RZ1777'STATION DON A IS ALSO A STANDARD BPA BRASS CAP ON AN IRON
 RZ1777'PIPE EXTENDING 0.3 FEET ABOVE GROUND.  IT IS LOCATED ON A
 RZ1777'SMALL RISE ABOUT 80 FEET EAST OF STATION DON.  IT IS ABOUT
 RZ1777'8 FEET HIGHER THAT DON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0862 ***********************************************************************
 OZ0862  DESIGNATION -  DON
 OZ0862  PID         -  OZ0862
 OZ0862  STATE/COUNTY-  ID/ELMORE
 OZ0862  USGS QUAD   -  LONG TOM RESERVOIR (1990)
 OZ0862
 OZ0862                         *CURRENT SURVEY CONTROL
 OZ0862  ___________________________________________________________________
 OZ0862* NAD 83(1992)-  43 16 52.38004(N)    115 30 40.38823(W)     ADJUSTED  
 OZ0862* NAVD 88     -      1735.7    (meters)    5695.     (feet)  VERTCON   
 OZ0862  ___________________________________________________________________
 OZ0862  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 OZ0862  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 OZ0862
 OZ0862  HORZ ORDER  -  THIRD
 OZ0862
 OZ0862.The horizontal coordinates were established by classical geodetic methods
 OZ0862.and adjusted by the National Geodetic Survey in July 1992..
 OZ0862
 OZ0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0862
 OZ0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0862
 OZ0862.The geoid height was determined by GEOID03.
 OZ0862
 OZ0862;                    North         East     Units Scale Factor Converg.
 OZ0862;SPC ID W     -   179,363.984   819,380.119   MT  0.99993795   +0 09 49.3
 OZ0862;UTM  11      - 4,793,120.250   620,794.053   MT  0.99977949   +1 01 14.9
 OZ0862
 OZ0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0862!SPC ID W     -   0.99973027  x   0.99993795  =   0.99966823
 OZ0862!UTM  11      -   0.99973027  x   0.99977949  =   0.99950982
 OZ0862
 OZ0862:                Primary Azimuth Mark                     Grid Az
 OZ0862:SPC ID W     -  BEN                                      142 39 54.4
 OZ0862:UTM  11      -  BEN                                      141 48 28.8
 OZ0862
 OZ0862|---------------------------------------------------------------------|
 OZ0862| PID    Reference Object                     Distance      Geod. Az  |
 OZ0862|                                                           dddmmss.s |
 OZ0862| OZ0848 BEN                                 APPROX. 5.7 KM 1424943.7 |
 OZ0862|---------------------------------------------------------------------|
 OZ0862
 OZ0862                          SUPERSEDED SURVEY CONTROL
 OZ0862
 OZ0862  NAD 83(1986)-  43 16 52.38091(N)    115 30 40.38499(W) AD(       ) 3
 OZ0862  NGVD 29 (02/23/89) 1734.7    (m)         5691.     (f) VERT ANG       
 OZ0862
 OZ0862.Superseded values are not recommended for survey control.
 OZ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0862.See file dsdata.txt to determine how the superseded data were derived.
 OZ0862
 OZ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2079493120(NAD 83)
 OZ0862_MARKER: DD = SURVEY DISK
 OZ0862_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0862_SP_SET: SET IN ROCK OUTCROP
 OZ0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0862+STABILITY: POSITION/ELEVATION WELL
 OZ0862
 OZ0862  HISTORY     - Date     Condition        Report By
 OZ0862  HISTORY     - 1955     MONUMENTED       USGS
 OZ0862
 OZ0862                          STATION DESCRIPTION
 OZ0862
 OZ0862'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OZ0862'LOCATED ABOUT 14 MI. NE. OF MOUNTAIN HOME, 4.5 MI. NW. OF BENNETT
 OZ0862'MOUNTAIN LOOKOUT AND 0.5 MI. E. OF A SMALL RESERVOIR, 50 FT. N. OF
 OZ0862'HIGHEST POINT OF ROUND-TOPPED HILL, AT THE E. EDGE OF BASE OF A
 OZ0862'LAVA ROCK THAT PROJECTS ABOUT 3 FT. ABOVE GROUND.
 OZ0862'
 OZ0862'TO REACH FROM JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 68 IN
 OZ0862'MOUNTAIN HOME, DRIVE NE. ALONG STATE HIGHWAY 68 FOR 18.1 MI. TO A
 OZ0862'RD. FORK, TURN LEFT (N.) ON DIRT RD. FOR 0.7 MI. TO A T-RD. W., TURN
 OZ0862'LEFT (W.) ALONG TRACK RD. 0.6 MI. TO A WIRE GATE, PASS THROUGH GATE
 OZ0862'AND CONTINUE ALONG TRACK RD. (SW.) FOR 0.4 MI. TO END OF RD., PACK
 OZ0862'S. ABOUT 0.1 MI. TO TOP OF RIDGE, THEN E. ABOUT 0.2 MI. TO TOP OF
 OZ0862'HILL AND STATION.  A 10-MINUTE PACK.
 OZ0862'
 OZ0862'STATION MARK--STANDARD USGS TABLET STAMPED---DON 1955---, CEMENTED
 OZ0862'IN E. EDGE OF LAVA ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1775 ***********************************************************************
 RZ1775  DESIGNATION -  DON A
 RZ1775  PID         -  RZ1775
 RZ1775  STATE/COUNTY-  ID/CLEARWATER
 RZ1775  USGS QUAD   -  BECHTEL BUTTE (1994)
 RZ1775
 RZ1775                         *CURRENT SURVEY CONTROL
 RZ1775  ___________________________________________________________________
 RZ1775* NAD 83(1992)-  46 55 14.47183(N)    116 17 41.47064(W)     ADJUSTED  
 RZ1775* NAVD 88     -      1237.6    (meters)    4060.     (feet)  VERTCON   
 RZ1775  ___________________________________________________________________
 RZ1775  LAPLACE CORR-           9.41  (seconds)                    DEFLEC99
 RZ1775  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 RZ1775
 RZ1775  HORZ ORDER  -  SECOND
 RZ1775
 RZ1775.The horizontal coordinates were established by classical geodetic methods
 RZ1775.and adjusted by the National Geodetic Survey in July 1992..
 RZ1775
 RZ1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1775
 RZ1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1775
 RZ1775.The geoid height was determined by GEOID03.
 RZ1775
 RZ1775;                    North         East     Units Scale Factor Converg.
 RZ1775;SPC ID W     -   583,921.404   758,502.190   MT  0.99995449   -0 23 52.7
 RZ1775;UTM  11      - 5,196,591.678   553,688.401   MT  0.99963543   +0 30 54.2
 RZ1775
 RZ1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1775!SPC ID W     -   0.99980873  x   0.99995449  =   0.99976323
 RZ1775!UTM  11      -   0.99980873  x   0.99963543  =   0.99944423
 RZ1775
 RZ1775:                Primary Azimuth Mark                     Grid Az
 RZ1775:SPC ID W     -  SING                                     223 54 21.0
 RZ1775:UTM  11      -  SING                                     222 59 34.1
 RZ1775
 RZ1775|---------------------------------------------------------------------|
 RZ1775| PID    Reference Object                     Distance      Geod. Az  |
 RZ1775|                                                           dddmmss.s |
 RZ1775| RZ1774 SING                                APPROX. 4.8 KM 2233028.3 |
 RZ1775| RZ1777 DON                                  22.018 METERS 25727     |
 RZ1775|---------------------------------------------------------------------|
 RZ1775
 RZ1775                          SUPERSEDED SURVEY CONTROL
 RZ1775
 RZ1775  NAD 83(1986)-  46 55 14.47599(N)    116 17 41.46464(W) AD(       ) 2
 RZ1775  NAD 27      -  46 55 14.81818(N)    116 17 37.91912(W) AD(       ) 2
 RZ1775  NGVD 29 (07/19/86) 1236.4    (m)         4056.     (f) VERT ANG       
 RZ1775
 RZ1775.Superseded values are not recommended for survey control.
 RZ1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1775.See file dsdata.txt to determine how the superseded data were derived.
 RZ1775
 RZ1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM5368896592(NAD 83)
 RZ1775
 RZ1775  HISTORY     - Date     Condition        Report By
 RZ1775  HISTORY     - 1967     MONUMENTED       BPA
 RZ1775
 RZ1775                          STATION DESCRIPTION
 RZ1775
 RZ1775'DESCRIBED BY BONNEVILLE POWER ADMINISTRATION 1967
 RZ1775'SEE STATION DON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0766 ***********************************************************************
 PZ0766  DESIGNATION -  DONKEY
 PZ0766  PID         -  PZ0766
 PZ0766  STATE/COUNTY-  ID/CUSTER
 PZ0766  USGS QUAD   -  DONKEY CREEK (1989)
 PZ0766
 PZ0766                         *CURRENT SURVEY CONTROL
 PZ0766  ___________________________________________________________________
 PZ0766* NAD 83(1992)-  44 15 57.77835(N)    113 33 34.45681(W)     ADJUSTED  
 PZ0766* NAVD 88     -      2911.9    (meters)    9553.     (feet)  VERTCON   
 PZ0766  ___________________________________________________________________
 PZ0766  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 PZ0766  GEOID HEIGHT-         -11.16  (meters)                     GEOID03
 PZ0766
 PZ0766  HORZ ORDER  -  THIRD
 PZ0766
 PZ0766.The horizontal coordinates were established by classical geodetic methods
 PZ0766.and adjusted by the National Geodetic Survey in July 1992..
 PZ0766
 PZ0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0766
 PZ0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0766
 PZ0766.The geoid height was determined by GEOID03.
 PZ0766
 PZ0766;                    North         East     Units Scale Factor Converg.
 PZ0766;SPC ID C     -   288,850.032   535,165.031   MT  0.99996257   +0 18 26.7
 PZ0766;UTM  12      - 4,904,609.226   295,706.021   MT  1.00011331   -1 47 13.8
 PZ0766
 PZ0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0766!SPC ID C     -   0.99954538  x   0.99996257  =   0.99950796
 PZ0766!UTM  12      -   0.99954538  x   1.00011331  =   0.99965864
 PZ0766
 PZ0766|---------------------------------------------------------------------|
 PZ0766| PID    Reference Object                     Distance      Geod. Az  |
 PZ0766|                                                           dddmmss.s |
 PZ0766| CN3418 DONKEY RM 2                           3.219 METERS 00220     |
 PZ0766| PZ0770 BEAUTY RESET                        APPROX.22.8 KM 2310942.5 |
 PZ0766| CN3417 DONKEY RM 1                           5.349 METERS 24107     |
 PZ0766|---------------------------------------------------------------------|
 PZ0766
 PZ0766                          SUPERSEDED SURVEY CONTROL
 PZ0766
 PZ0766  NAD 83(1986)-  44 15 57.77603(N)    113 33 34.45127(W) AD(       ) 3
 PZ0766  NAD 27      -  44 15 58.06796(N)    113 33 31.34835(W) AD(       ) 3
 PZ0766  NGVD 29 (07/19/86) 2910.4    (m)         9549.     (f) VERT ANG       
 PZ0766
 PZ0766.Superseded values are not recommended for survey control.
 PZ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0766.See file dsdata.txt to determine how the superseded data were derived.
 PZ0766
 PZ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ9570604609(NAD 83)
 PZ0766_MARKER: DD = SURVEY DISK
 PZ0766_SETTING: 80 = SET IN A BOULDER
 PZ0766_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PZ0766
 PZ0766  HISTORY     - Date     Condition        Report By
 PZ0766  HISTORY     - 1932     MONUMENTED       USGS
 PZ0766  HISTORY     - 1956     GOOD             USGS
 PZ0766  HISTORY     - 1967     GOOD             USGS
 PZ0766
 PZ0766                          STATION DESCRIPTION
 PZ0766
 PZ0766'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 PZ0766'STATION MARK--STANDARD BRONZE TABLET STAMPED---DONKEY 1932---
 PZ0766'CEMENTED IN TOP OF WHITE ROCK PROJECTING ABOUT 3 FT ABOVE GROUND.
 PZ0766'
 PZ0766'RM 1--STANDARD BRONZE RM TABLET STAMPED---DONKEY NO 1 1932,---
 PZ0766'CEMENTED IN ROCK.
 PZ0766'
 PZ0766'RM 2--STANDARD BRONZE RM TABLET STAMPED---DONKEY NO 2 1932,---
 PZ0766'CEMENTED IN ROCK.
 PZ0766
 PZ0766                          STATION RECOVERY (1956)
 PZ0766
 PZ0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0766'RECOVERED IN GOOD CONDITION.  ALL MARKS ARE IN GOOD CONDITION.
 PZ0766'
 PZ0766'LOCATED ABOUT 29 MI SE. OF MAY.  ON HIGHEST POINT OF DONKEY HILLS,
 PZ0766'IN SOUTHEAST 1/4 SECTION 23, T11N, R24E.
 PZ0766'
 PZ0766'TO REACH FROM MAY, DRIVE 1.4 MI SE. TO RD. JCT.  TURN RIGHT ON
 PZ0766'MAY LANE 3.2 MI TO RD. JCT.  TURN LEFT 8.3 MI.  TURN RIGHT ON
 PZ0766'DOUBLE SPRINGS RD. 6.7 MI.  TURN LEFT 13 MI THENCE E.
 PZ0766'CROSS-COUNTRY ABOUT 4 MI TO HIGHEST POINT OF DONKEY HILLS AND
 PZ0766'STATION.
 PZ0766
 PZ0766                          STATION RECOVERY (1967)
 PZ0766
 PZ0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PZ0766'STATION AND ALL REFERENCE MARKS FOUND AS
 PZ0766'DESCRIBED.  A NEW DESCRIPTION AS FOLLOWS--LOCATED ABOUT 29 MI. SE. OF
 PZ0766'MAY, ON HIGHEST POINT OF DONKEY HILLS, IN SE. 1/4 OF SEC. 23,
 PZ0766'T. 11 N., R. 24 E.
 PZ0766'
 PZ0766'TO REACH FROM MAY, DRIVE SE. FOR 1.4 MI. TO RD. JUNCTION, TURN
 PZ0766'RIGHT (MAY LANE) FOR 3.2 MI. TO RD. JUNCTION, TURN LEFT 8.3 MI.,
 PZ0766'TURN RIGHT (DOUBLE SPRINGS RD.) FOR 6.7 MI., TURN LEFT 13 MI.,
 PZ0766'THENCE E. CROSS-COUNTRY BY JEEP ABOUT 4 MI. TO HIGHEST POINT OF
 PZ0766'DONKEY HILLS AND STATION.
 PZ0766'
 PZ0766'STATION MARK--STANDARD USGS TABLET STAMPED ---DONKEY 1932--- SET
 PZ0766'IN WHITE GRANITE ROCK, 2.9 FT. ABOVE GROUND.
 PZ0766'
 PZ0766'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 PZ0766'---DONKEY NO 1 1932--- CEMENTED IN ROCK, 17.61 FT. HORIZONTAL,
 PZ0766'S 61 DEG 31 MIN W.
 PZ0766'
 PZ0766'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 PZ0766'---DONKEY NO 2 1932--- CEMENTED IN ROCK, 10.57 FT. HORIZONTAL,
 PZ0766'N 01 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0765 ***********************************************************************
 PZ0765  DESIGNATION -  DONKEY RESET
 PZ0765  PID         -  PZ0765
 PZ0765  STATE/COUNTY-  ID/CUSTER
 PZ0765  USGS QUAD   -  DONKEY CREEK (1989)
 PZ0765
 PZ0765                         *CURRENT SURVEY CONTROL
 PZ0765  ___________________________________________________________________
 PZ0765* NAD 83(1992)-  44 15 57.89799(N)    113 33 34.40234(W)     ADJUSTED  
 PZ0765* NAVD 88     -      2911.9    (meters)    9553.     (feet)  VERTCON   
 PZ0765  ___________________________________________________________________
 PZ0765  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 PZ0765  GEOID HEIGHT-         -11.16  (meters)                     GEOID03
 PZ0765
 PZ0765  HORZ ORDER  -  SECOND
 PZ0765
 PZ0765.The horizontal coordinates were established by classical geodetic methods
 PZ0765.and adjusted by the National Geodetic Survey in July 1992..
 PZ0765
 PZ0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0765
 PZ0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0765
 PZ0765.The geoid height was determined by GEOID03.
 PZ0765
 PZ0765;                    North         East     Units Scale Factor Converg.
 PZ0765;SPC ID C     -   288,853.731   535,166.219   MT  0.99996257   +0 18 26.7
 PZ0765;UTM  12      - 4,904,612.879   295,707.344   MT  1.00011331   -1 47 13.8
 PZ0765
 PZ0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0765!SPC ID C     -   0.99954538  x   0.99996257  =   0.99950796
 PZ0765!UTM  12      -   0.99954538  x   1.00011331  =   0.99965864
 PZ0765
 PZ0765:                Primary Azimuth Mark                     Grid Az
 PZ0765:SPC ID C     -  SPRING HILL                              271 47 37.9
 PZ0765:UTM  12      -  SPRING HILL                              273 53 18.4
 PZ0765
 PZ0765|---------------------------------------------------------------------|
 PZ0765| PID    Reference Object                     Distance      Geod. Az  |
 PZ0765|                                                           dddmmss.s |
 PZ0765| PZ0767 SPRING HILL                         APPROX.15.1 KM 2720604.6 |
 PZ0765|---------------------------------------------------------------------|
 PZ0765
 PZ0765                          SUPERSEDED SURVEY CONTROL
 PZ0765
 PZ0765  NAD 83(1986)-  44 15 57.89533(N)    113 33 34.39549(W) AD(       ) 2
 PZ0765  NAD 27      -  44 15 58.18387(N)    113 33 31.36576(W) AD(       ) 2
 PZ0765  NGVD 29 (07/19/86) 2910.4    (m)         9549.     (f) VERT ANG       
 PZ0765
 PZ0765.Superseded values are not recommended for survey control.
 PZ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0765.See file dsdata.txt to determine how the superseded data were derived.
 PZ0765
 PZ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ9570704613(NAD 83)
 PZ0765
 PZ0765  HISTORY     - Date     Condition        Report By
 PZ0765  HISTORY     - 1965     MONUMENTED       CGS
 PZ0765  HISTORY     - 1965     GOOD             CGS
 PZ0765  HISTORY     - 1967     GOOD             USGS
 PZ0765
 PZ0765                          STATION DESCRIPTION
 PZ0765
 PZ0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JJL)
 PZ0765'VISITED BY LIGHTKEEPER ONLY.
 PZ0765'
 PZ0765'ON HIGHEST POINT OF DONKEY HILLS, A ROCKY CREST OF WHITE
 PZ0765'QUARTZITE FORMATION WITH FRINGE OF SCRUB PINE TREES ALONG EDGE
 PZ0765'OF SUMMIT FROM EAST TO SOUTHWEST PART OF HILL TOP, WITH TIMBER
 PZ0765'ON ALL THE SLOPES EXCEPT FROM A WESTERLY APPROACH.  44 MILES
 PZ0765'NORTHWEST OF HOWE, 36 MILES SOUTHEAST OF CHALLIS, 1 MILE
 PZ0765'EAST-SOUTHEAST FROM THE HEAD OF DONKEY CREEK, 3-1/2 MILES
 PZ0765'SOUTHWEST OF SUMMIT RANCH WHICH IS NEAR THE NORTHWEST END OF
 PZ0765'SUMMIT LAKE AND ON THE SOUTHWEST SIDE OF PAHSIMEROI ROAD
 PZ0765'WHICH LEADS FROM HOWE TO MAY.  ON PROPERTY OF THE DON STEWART
 PZ0765'RANCH HOLDINGS WITH HEADQUATERS AT DOUBLE SPRINGS RANC.
 PZ0765'
 PZ0765'TO REACH FROM HOWE, PROCEED NORTH-NORTHWEST ON OILED AND
 PZ0765'GRAVELED ROAD UP THE LITTLE LOST RIVER VALLEY 43.7 MILES, CROSS
 PZ0765'SUMMIT CREEK.  CONTINUE ON HIGHWAY 6.0 MILES TO SIDE ROAD RIGHT
 PZ0765'BIG GULCH ROAD AND FENCE CORNER ON SOUTHWEST SIDE OF
 PZ0765'HIGHWAY.  CONTINUE 2.8 MILES OR ABOUT 50 YARDS BEFORE REACHING
 PZ0765'WHERE DITCH CROSSES THE HIGHWAY.  TURN LEFT ONTO TRACK ROAD AND
 PZ0765'GO SOUTHWESTERLY ON THE MAIN ROAD ALONG BASE OF BALD, GRASSY
 PZ0765'HILLS 1.5 MILES.  KEEP RIGHT FORK 0.25 MILE AND PASS THROUGH
 PZ0765'WIRE GATE JUST AFTER CROSSING DONKEY CREEK.  TURN LEFT GO
 PZ0765'SOUTHERLY UP DRAW ALONG RIGHT SIDE OF FENCE AND CREEK 2.2 MILES.
 PZ0765'TAKE RIGHT FORK SOUTHWEST AND SOUTH UP HILLSIDE FOLLOWING
 PZ0765'MAIN TRACKS 2.0 MILES.  TAKE LEFT FORK UP RIDGE AND OVER INTO
 PZ0765'FLATS TO GATE IN A DRIFT-FENCELINE.  TURN LEFT, NORTH SIDE OF
 PZ0765'GATE, AND GO EASTERLY ALONG LEFT SIDE OF FENCELINE ON
 PZ0765'DIM TRACKS, THENCE UP ON TO MAIN RIDGE CROSS COUNTRY TO SUMMIT
 PZ0765'AND STATION.  DISTANCE 3.0 MILES FROM GATE, LAST PORTION FOLLOW
 PZ0765'WHERE THE HIGH ROCKS WERE CLEARED OUT FOR TRUCK TRAVEL.
 PZ0765'REQUIRED 4-WHEEL DRIVE TRUCK.
 PZ0765'
 PZ0765'NOTE--THIS IS SAME LOCATION AS DONKEY USGS BUT THEIR MARK
 PZ0765'WAS NOT USED AS THE STATION BOULDER HAS OPENED CRACK ALL WAY
 PZ0765'THROUGH FROM ABOUT 6 TO 10 INCHES ABOVE THE SURFACE.  ONE
 PZ0765'ADDITIONAL REFERENCE MARK AND AZIMUTH MARK TO BE SET, TIE TO
 PZ0765'USGS STATION AND REFERENCE MARKS.  STAND WAS BUILT OVER NEW
 PZ0765'STATION AND THE DUCK BOARDS WERE LET AT STATION SITE NAILED
 PZ0765'TOGETHER.
 PZ0765
 PZ0765                          STATION RECOVERY (1967)
 PZ0765
 PZ0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PZ0765'RECOVERED AS DESCRIBED.
 PZ0765'THEY REPORTED THE STATION BOULDER HAS
 PZ0765'A CRACK ALL THE WAY THROUGH FROM 6-10 INCHES ABOVE SURFACE.  THEY
 PZ0765'SET A NEW STATION MARK AND ONE RM.
 PZ0765'
 PZ0765'STATION MARK--NGS DISK STAMPED---DONKEY 1965,---IN DRILL HOLE IN
 PZ0765'ROCK OUTCROP.
 PZ0765'
 PZ0765'RM 1--NO INFORMATION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1266 ***********************************************************************
 QB1266  DESIGNATION -  DONNELLY
 QB1266  PID         -  QB1266
 QB1266  STATE/COUNTY-  ID/VALLEY
 QB1266  USGS QUAD   -  DONNELLY (1985)
 QB1266
 QB1266                         *CURRENT SURVEY CONTROL
 QB1266  ___________________________________________________________________
 QB1266* NAD 83(1992)-  44 44 43.36101(N)    116 04 41.38513(W)     ADJUSTED  
 QB1266* NAVD 88     -      1486.1    (meters)    4876.     (feet)  VERTCON   
 QB1266  ___________________________________________________________________
 QB1266  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 QB1266  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 QB1266
 QB1266  HORZ ORDER  -  SECOND
 QB1266
 QB1266.The horizontal coordinates were established by classical geodetic methods
 QB1266.and adjusted by the National Geodetic Survey in July 1992..
 QB1266
 QB1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1266
 QB1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1266
 QB1266.The geoid height was determined by GEOID03.
 QB1266
 QB1266;                    North         East     Units Scale Factor Converg.
 QB1266;SPC ID W     -   342,064.480   774,012.811   MT  0.99994163   -0 13 51.6
 QB1266;UTM  11      - 4,955,079.046   572,975.996   MT  0.99966549   +0 38 56.3
 QB1266
 QB1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1266!SPC ID W     -   0.99976941  x   0.99994163  =   0.99971105
 QB1266!UTM  11      -   0.99976941  x   0.99966549  =   0.99943497
 QB1266
 QB1266|---------------------------------------------------------------------|
 QB1266| PID    Reference Object                     Distance      Geod. Az  |
 QB1266|                                                           dddmmss.s |
 QB1266| CD4998 DONNELLY RM 1                        14.290 METERS 06015     |
 QB1266| QB1264 4870.60                               9.560 METERS 17515     |
 QB1266| CD4999 DONNELLY RM 2                        13.720 METERS 17811     |
 QB1266| QB0070 Z 137                                              2710447.7 |
 QB1266|---------------------------------------------------------------------|
 QB1266
 QB1266                          SUPERSEDED SURVEY CONTROL
 QB1266
 QB1266  NAD 83(1986)-  44 44 43.36159(N)    116 04 41.38368(W) AD(       ) 2
 QB1266  NAD 27      -  44 44 43.74189(N)    116 04 37.93467(W) AD(       ) 2
 QB1266  NGVD 29 (07/19/86) 1485.0    (m)         4872.     (f) VERT ANG       
 QB1266
 QB1266.Superseded values are not recommended for survey control.
 QB1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1266.See file dsdata.txt to determine how the superseded data were derived.
 QB1266
 QB1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK7297655079(NAD 83)
 QB1266_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QB1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1266
 QB1266  HISTORY     - Date     Condition        Report By
 QB1266  HISTORY     - 1959     MONUMENTED       CGS
 QB1266  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QB1266
 QB1266                          STATION DESCRIPTION
 QB1266
 QB1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QB1266'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE, SOUTH OF MC CALL,
 QB1266'6 MILES AIRLINE, SOUTH OF LAKE FORK, AND 1 MILE AIRLINE, NORTH
 QB1266'OF DONNELLY, ON STATE HIGHWAY 15 PROPERTY.
 QB1266'
 QB1266'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MC CALL,
 QB1266'GO SOUTH ON STATE HIGHWAY 15 FOR 11.7 MILES TO A CROSSROAD
 QB1266'AND THE STATION IN THE SOUTHEAST CORNER OF THE INTERSECTION,
 QB1266'DIAGONALLY ACROSS FROM A LARGE WHITE HOUSE.
 QB1266'
 QB1266'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED DONNELLY
 QB1266'1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT,
 QB1266'WHICH IS 3 FEET WEST OF A NORTH-SOUTH FENCELINE, 36 FEET
 QB1266'EAST OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY 15,
 QB1266'40 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF A DIRT ROAD
 QB1266'AND PROJECTS 4 INCHES ABOVE GROUND LEVEL.
 QB1266'
 QB1266'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 QB1266'DONNELLY NO 1 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 QB1266'MONUMENT, WHICH IS 18 INCHES NORTH OF AN EAST-WEST FENCE
 QB1266'LINE, 16 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF A DIRT
 QB1266'ROAD.  MARK PROJECTS 4 INCHES ABOVE GROUND LEVEL.
 QB1266'
 QB1266'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 QB1266'DONNELLY NO 2 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 QB1266'MONUMENT, WHICH IS 18 INCHES WEST OF A NORTH-WEST FENCE LINE,
 QB1266'38 FEET EAST OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY 15,
 QB1266'MARK PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 QB1266'
 QB1266'REFERENCE MARK NUMBER THREE IS A STATE OF IDAHO DEPARTMENT
 QB1266'OF PUBLIC WORKS STATE HIGHWAY BOUNDRY MARK STAMPED BM 4870.60,
 QB1266'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT, WHICH
 QB1266'PROJECTS 8 INCHES ABOVE GROUND LEVEL, AND IS IN A NORTH-SOUTH
 QB1266'FENCE LINE.
 QB1266'
 QB1266'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A DIRT
 QB1266'ROAD FOR 0.25 TO A WOODEN GATE ON THE LEFT, JUST BEFORE CROSSING
 QB1266'A RAILROAD TRACK, AND THE MARK ON THE LEFT.
 QB1266'
 QB1266'THE AZIMUTH MARK IS A STANDARD BRONZE BENCH MARK DISK STAMPED
 QB1266'Z 137 1935, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 QB1266'MONUMENT, WHICH IS 19 FEET SOUTH OF THE APPROXIMATE CENTER
 QB1266'LINE OF A DIRT ROAD, 40 FEET EAST OF THE EAST RAIL OF A
 QB1266'RAILROAD TRACK, AND PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 QB1266'
 QB1266'HEIGHT OF LIGHT ABOVE STATION MARK 1.29 METERS.
 QB1266
 QB1266                          STATION RECOVERY (1966)
 QB1266
 QB1266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1266'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 QB1266'WERE RECOVERED AS DESCRIBED BY J.A. GUTH IN 1959.  STATION
 QB1266'WAS USED FOR A TELLUROMETER TRAVERSE ONLY IN 1966.
 QB1266'
 QB1266'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 QB1266'NORTH OF DONNELLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0916 ***********************************************************************
 TO0916  DESIGNATION -  DOUST
 TO0916  PID         -  TO0916
 TO0916  STATE/COUNTY-  ID/BOUNDARY
 TO0916  USGS QUAD   -  CLIFTY MTN (1996)
 TO0916
 TO0916                         *CURRENT SURVEY CONTROL
 TO0916  ___________________________________________________________________
 TO0916* NAD 83(1992)-  48 36 51.44686(N)    116 13 12.66908(W)     ADJUSTED  
 TO0916* NAVD 88     -      2042.68   (+/-2cm)    6701.7    (feet)  VERTCON   
 TO0916  ___________________________________________________________________
 TO0916  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 TO0916  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TO0916
 TO0916  HORZ ORDER  -  FIRST
 TO0916  VERT ORDER  -  THIRD ? (See Below)
 TO0916
 TO0916.The horizontal coordinates were established by classical geodetic methods
 TO0916.and adjusted by the National Geodetic Survey in July 1992..
 TO0916
 TO0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0916.The vertical order pertains to the NGVD 29 superseded value.
 TO0916
 TO0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0916
 TO0916.The geoid height was determined by GEOID03.
 TO0916
 TO0916;                    North         East     Units Scale Factor Converg.
 TO0916;SPC ID W     -   772,176.173   765,333.144   MT  0.99994809   -0 21 10.0
 TO0916;SPC MT       -   506,218.515   105,199.802   MT  0.99978605   -4 54 57.0
 TO0916;SPC MT       - 1,660,821.90    345,143.71   iFT  0.99978605   -4 54 57.0
 TO0916;UTM  11      - 5,384,873.230   557,476.478   MT  0.99964059   +0 35 06.3
 TO0916
 TO0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0916!SPC ID W     -   0.99968251  x   0.99994809  =   0.99963062
 TO0916!SPC MT       -   0.99968251  x   0.99978605  =   0.99946863
 TO0916!UTM  11      -   0.99968251  x   0.99964059  =   0.99932321
 TO0916
 TO0916:                Primary Azimuth Mark                     Grid Az
 TO0916:SPC ID W     -  QUEEN MOUNTAIN LOOKOUT                   001 04 40.2
 TO0916:SPC MT       -  QUEEN MOUNTAIN LOOKOUT                   005 38 27.2
 TO0916:UTM  11      -  QUEEN MOUNTAIN LOOKOUT                   000 08 23.9
 TO0916
 TO0916|---------------------------------------------------------------------|
 TO0916| PID    Reference Object                     Distance      Geod. Az  |
 TO0916|                                                           dddmmss.s |
 TO0916| TO0908 QUEEN MOUNTAIN LOOKOUT              APPROX.29.3 KM 0004330.2 |
 TO0916| TO0898 COPPER MOUNTAIN LOOKOUT             APPROX.40.9 KM 0123307.5 |
 TO0916| TN0958 NORTHWEST PEAK LOOKOUT              APPROX.43.0 KM 0252428.6 |
 TO0916| TO0902 KENO MOUNTAIN HIGH PART             APPROX.28.3 KM 0282850.3 |
 TO0916| TN0959 ROCK CANDY MTN LOOKOUT TOWER        APPROX.37.2 KM 0320159.5 |
 TO0916| TO0903 GOAT MOUNTAIN LOOKOUT               APPROX.21.7 KM 0325758.1 |
 TO0916| CH7242 DOUST RM 1                            8.860 METERS 08312     |
 TO0916| TO0914 BUCK MOUNTAIN LOOKOUT               APPROX. 7.8 KM 1375433.2 |
 TO0916| TO0915 IRON MOUNTAIN LOOKOUT               APPROX. 5.6 KM 1673603.9 |
 TO0916| TO0957 PEND OREILLE LOOKOUT                APPROX.22.4 KM 1712734.2 |
 TO0916| TO0950 LUNCH PEAK LOOKOUT                  APPROX.26.7 KM 1754510.6 |
 TO0916| TO0917 DOUST                                 0.296 METERS 17851     |
 TO0916| TO0925 BALD EAGLE LOOKOUT                  APPROX.11.6 KM 1911834.0 |
 TO0916| TO1011 GROUSE MOUNTAIN LOOKOUT             APPROX.13.4 KM 1943441.9 |
 TO0916| TO0927 TWENTY MILE LOOKOUT                 APPROX. 7.9 KM 2170845.1 |
 TO0916| TO0928 JAY PEAK LOOKOUT                    APPROX.14.3 KM 2191431.5 |
 TO0916| TO1097 WHITE MOUNTAIN LOOKOUT              APPROX.25.3 KM 2454030.5 |
 TO0916| TO1098 DODGE PEAK LOOKOUT                  APPROX.24.5 KM 2570132.0 |
 TO0916| TO0929 BLACK MTN                           APPROX. 2.8 KM 2604739.9 |
 TO0916| TO0926 BLACK MOUNTAIN LOOKOUT TOWER        APPROX. 2.8 KM 2610437.1 |
 TO0916| TO1100 CHIMNEY ROCK MIDDLE CAIRN           APPROX.35.2 KM 2710247.6 |
 TO0916| TO0931 CARIBOU RIDGE LOOKOUT               APPROX.18.3 KM 2811116.9 |
 TO0916| TO1093 COOKS PEAK LOOKOUT                  APPROX.25.4 KM 2940622.7 |
 TO0916| TO0938 BURTON LOOKOUT                      APPROX.25.7 KM 3071618.4 |
 TO0916| CH7243 DOUST RM 2                           12.493 METERS 32008     |
 TO0916| TO1089 FISHER PEAK LOOKOUT                 APPROX.36.5 KM 3202415.9 |
 TO0916|---------------------------------------------------------------------|
 TO0916
 TO0916                          SUPERSEDED SURVEY CONTROL
 TO0916
 TO0916  NAD 83(1986)-  48 36 51.45603(N)    116 13 12.66496(W) AD(       ) 1
 TO0916  NAD 27      -  48 36 51.68484(N)    116 13 08.98441(W) AD(       ) 1
 TO0916  NGVD 29 (07/19/86) 2041.40   (m)         6697.5    (f) LEVELING    3  
 TO0916
 TO0916.Superseded values are not recommended for survey control.
 TO0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0916.See file dsdata.txt to determine how the superseded data were derived.
 TO0916
 TO0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5747684873(NAD 83)
 TO0916_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0916_SETTING: 66 = SET IN ROCK OUTCROP
 TO0916
 TO0916  HISTORY     - Date     Condition        Report By
 TO0916  HISTORY     - 1936     MONUMENTED       CGS
 TO0916  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TO0916  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO0916
 TO0916                          STATION DESCRIPTION
 TO0916
 TO0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (LCJ)
 TO0916'ABOUT 7 MILES AIR LINE SOUTHEAST OF BONNERS FERRY, IDAHO,
 TO0916'ON THE HIGHEST PART OF WHAT IS LOCALLY KNOWN AS CLIFTY MT., A
 TO0916'PROMINENT PEAK, BARE ON TOP, WITH A BALD-FACED CLIFF TO THE
 TO0916'NORTH AND ABOUT 2 MILES BY TRAIL FROM BLACK MT.
 TO0916'
 TO0916'TO REACH FROM NAPLES, GO EAST ON TWENTY MILE CREEK ROAD FOR
 TO0916'1.4 MILES, TURN RIGHT AT SIGN BOULDER CREEK, GO 1.3 MILES
 TO0916'AND ENTER THE GROUNDS OF A CIVILIAN CONSERVATION CORPS CAMP,
 TO0916'PASS THROUGH THE GROUNDS AND CONTINUE FOR 6.8 MILES ON THE
 TO0916'MAIN TRAVELED ROAD TO TWENTY MILE CABIN, WHICH IS THE END
 TO0916'OF TRUCK TRAVEL, FOLLOW U.S. FOREST SERVICE TRAIL 47 EIGHT
 TO0916'MILES TO THE STATION.  STOCK CAN BE TAKEN TO THE STATION.
 TO0916'
 TO0916'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TO0916'OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 2 AND 12A, AZIMUTH
 TO0916'MARK IS BLACK MT. LOOKOUT.
 TO0916
 TO0916                          STATION RECOVERY (1960)
 TO0916
 TO0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 TO0916'STATION RECOVERED AS DESCRIBED AND ALL MARKS IN GOOD CONDITION
 TO0916'EXCEPT DOUST (USGS) 1936 WHICH COULD NOT BE FOUND.
 TO0916'
 TO0916'THIS STATION WAS REACHED BY HELICOPTER.  IT CAN ASLO BE REACHED
 TO0916'BY TRUCK AND PACK HORSES BY GOING EAST FROM NAPLES, FOLLOWING
 TO0916'TWENTY MILE CREEK ABOUT 9 MILES TO THE JUNCTION OF TRAIL
 TO0916'NO. 49 (ABOUT 6-1/2 MILES AIRLINE EAST OF NAPLES) AND THE
 TO0916'END OF TRUCK TRAVEL.  PACK HORSES CAN BE USED FROM HERE BY
 TO0916'GOING NORTH ON TRAIL NO. 49 TO THE JUNCTION OF TRAIL NO. 46
 TO0916'JUST BEFORE REACHING THE BLACK MOUNTAIN LOOKOUT TOWER, TURN
 TO0916'RIGHT AND GO EAST ON TRAIL NO. 46 TO THE TOP OF CLIFTY
 TO0916'MOUNTAIN AND THE STATION, AN OVERALL DISTANCE OF ABOUT 8
 TO0916'MILES.
 TO0916
 TO0916                          STATION RECOVERY (1964)
 TO0916
 TO0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO0916'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN
 TO0916'GOOD CONDITION.  A DIFFERENCE IN THE DIRECTION TO THE BLACK
 TO0916'MT. LOOKOUT TOWER WAS FOUND.  IT HAS POSSIBLY BEEN REBUILT.
 TO0916'A DIFFERENCE IN THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 TO0916'AND NOTED.  A NEW AZIMUTH MARK WAS ESTABLISHED.  THE STATION
 TO0916'WAS REACHED BY HELICOPTER IN 1960, HOWEVER, A NEW ROAD HAS
 TO0916'BEEN BUILT TO WITHIN 2 MILES OF THE STATION.  A NEW AND
 TO0916'COMPLETE DESCRIPTION FOLLOWS--
 TO0916'
 TO0916'THE STATION IS LOCATED ABOUT 8-1/2 MILES EAST NORTHEAST OF NAPLES,
 TO0916'7-3/4 MILES WEST OF LEONIA, 7 MILES SOUTHEAST OF BONNERS FERRY
 TO0916'AND ON THE SUMMIT OF CLIFTY MOUNTAIN.
 TO0916'
 TO0916'TO REACH THE STATION FROM THE POST OFFICE AND CHEVRON SERVICE
 TO0916'STATION IN NAPLES, GO NORTH ON U.S. HIGHWAY 2 AND 95 FOR 0.1
 TO0916'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A
 TO0916'GRAVELED ROAD FOR 0.1 MILE TO A CROSS ROAD JUST BEFORE REACHING
 TO0916'A RAILROAD TRACK.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 TO0916'FOR 0.7 MILE TO A BRIDGE OVER THE RAILROAD TRACKS.  CROSS THE
 TO0916'BRIDGE AND TURN LEFT, NORTH, (THIS ROAD UNDER CONSTRUCTION)
 TO0916'FOR 0.55 MILE TO A CROSS ROAD AND SIGN 20 MILE-LEONIA ROAD.
 TO0916'TURN RIGHT AND GO EAST ON 20 MILE ROAD FOR 1.25 MILES TO A
 TO0916'FORK, TAKE THE RIGHT FORK, 20 MILE ROAD, AND CONTINUE EAST
 TO0916'FOR 6.95 MILES TO A FORK AND SIGN BLACK MTN RD BLACK MTN
 TO0916'L.O.  7.  TAKE THE LEFT FORK AS PER SIGN AND GO NORTHERLY FOR
 TO0916'5.65 MILES TO A SADDLE BETWEEN BLACK MOUNTAIN AND CLIFTY
 TO0916'MOUNTAIN AND SIGN KATKA SADDLE TRAIL NO 46 2 CLIFTY MTN
 TO0916'BLACK MTN 1 AND THE END OF TRUCK TRAVEL.  PACK EAST ON
 TO0916'TRAIL NO. 46 FOR ABOUT 1-1/2 MILES TO A POINT WHERE THE
 TO0916'TRAIL CROSSES AN OPEN SPOT.  HERE LEAVE THE TRAIL AND
 TO0916'PACK NORTH AND NORTHEAST TO THE SUMMIT OF CLIFTY MOUNTAIN
 TO0916'AND THE STATION.  ABOUT 1-1/2 HOUR PACK.  TO REACH THE
 TO0916'AZIMUTH MARK FROM THE END OF TRUCK TRAVEL AT KATKA SADDLE,
 TO0916'DRIVE WESTERLY ON THE BLACK MOUNTAIN ROAD FOR 1.5 MILES
 TO0916'TO THE END OF THE ROAD, THE BLACK MOUNTAIN LOOKOUT TOWER AND
 TO0916'THE MARK.
 TO0916'
 TO0916'THE STATION MARK IS A STANDARD DISK, STAMPED DOUST 1936,
 TO0916'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT PROJECTS
 TO0916'3 INCHES.  IT IS ON THE NORTH SIDE OF THE EAST-WEST SUMMIT RIDGE, 7
 TO0916'FEET SOUTH OF THE EDGE OF THE CLIFF.  NOTE 4.
 TO0916'
 TO0916'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOUST NO 1 1936,
 TO0916'CEMENTED IN A DRILL HOLE IN A 4 BY 6 FOOT ROCK OUTCROP THAT
 TO0916'PROJECTS 2 INCHES.  IT IS ON THE NORTH EDGE OF THE SUMMIT
 TO0916'RIDGE ABOUT 4 FEET LOWER THAN THE STATION.
 TO0916'
 TO0916'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOUST NO 2 1936,
 TO0916'CEMENTED IN A DRILL HOLE IN A 3 BY 6 FOOT ROCK OUTCROP THAT
 TO0916'IS FLUSH WITH THE GROUND.  IT IS ON THE NORTH EDGE OF THE
 TO0916'RIDGE ABOUT 5 FEET LOWER THAN THE STATION.
 TO0916'
 TO0916'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 TO0916'BLACK MTN 1964, CEMENTED IN A DRILL HOLE IN A 4 BY 10 FOOT
 TO0916'ROCK OUTCROP THAT PROJECTS 1 FOOT.  IT IS 75.8 FEET SOUTHWEST
 TO0916'OF THE SOUTHWEST CORNER OF A BLOCK BUILDING, 38.9 FEET NORTH
 TO0916'OF A POWER LINE POLE WITH A TRANSFORMER AND 36.7 FEET SOUTH OF
 TO0916'THE SOUTHWEST LEG OF THE BLACK MT. LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0917 ***********************************************************************
 TO0917  DESIGNATION -  DOUST
 TO0917  PID         -  TO0917
 TO0917  STATE/COUNTY-  ID/BOUNDARY
 TO0917  USGS QUAD   -  CLIFTY MTN (1996)
 TO0917
 TO0917                         *CURRENT SURVEY CONTROL
 TO0917  ___________________________________________________________________
 TO0917* NAD 83(1992)-  48 36 51.43728(N)    116 13 12.66879(W)     ADJUSTED  
 TO0917* NAVD 88     -      2042.     (meters)    6699.     (feet)  SCALED    
 TO0917  ___________________________________________________________________
 TO0917  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 TO0917  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 TO0917
 TO0917  HORZ ORDER  -  SECOND
 TO0917
 TO0917.The horizontal coordinates were established by classical geodetic methods
 TO0917.and adjusted by the National Geodetic Survey in July 1992..
 TO0917
 TO0917.The orthometric height was scaled from a topographic map.
 TO0917
 TO0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0917
 TO0917.The geoid height was determined by GEOID03.
 TO0917
 TO0917;                    North         East     Units Scale Factor Converg.
 TO0917;SPC ID W     -   772,175.877   765,333.148   MT  0.99994809   -0 21 10.0
 TO0917;SPC MT       -   506,218.220   105,199.782   MT  0.99978605   -4 54 57.0
 TO0917;SPC MT       - 1,660,820.93    345,143.64   iFT  0.99978605   -4 54 57.0
 TO0917;UTM  11      - 5,384,872.934   557,476.487   MT  0.99964059   +0 35 06.3
 TO0917
 TO0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0917!SPC ID W     -   0.99968257  x   0.99994809  =   0.99963068
 TO0917!SPC MT       -   0.99968257  x   0.99978605  =   0.99946869
 TO0917!UTM  11      -   0.99968257  x   0.99964059  =   0.99932328
 TO0917
 TO0917                          SUPERSEDED SURVEY CONTROL
 TO0917
 TO0917  NAD 83(1986)-  48 36 51.44645(N)    116 13 12.66467(W) AD(       ) 2
 TO0917  NAD 27      -  48 36 51.67545(N)    116 13 08.98413(W) AD(       ) 2
 TO0917
 TO0917.Superseded values are not recommended for survey control.
 TO0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0917.See file dsdata.txt to determine how the superseded data were derived.
 TO0917
 TO0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5747684873(NAD 83)
 TO0917_MARKER: DS = TRIANGULATION STATION DISK
 TO0917_SETTING: 80 = SET IN A BOULDER
 TO0917_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TO0917
 TO0917  HISTORY     - Date     Condition        Report By
 TO0917  HISTORY     - 1936     MONUMENTED       USGS
 TO0917  HISTORY     - 1964     GOOD             USGS
 TO0917
 TO0917                          STATION DESCRIPTION
 TO0917
 TO0917'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TO0917'REACHED BY HELICOPTER.  CAN BE REACHED ON FOOT FROM RD. IN SADDLE
 TO0917'BETWEEN STATION AND BLACK MTN., BY PACKING E. ALONG FOREST SERVICE
 TO0917'TRAIL TO TOP AND STATION.  ABOUT A 1-1/2 HOUR PACK.
 TO0917'
 TO0917'STATION MARK--A STANDARD DISK STAMPED---DOUST 1936---, CEMENTED IN
 TO0917'A DRILL HOLE IN A 2 BY 2 FT. BOULDER THAT PROJECTS 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1589 ***********************************************************************
 NU1589  DESIGNATION -  DOVE
 NU1589  PID         -  NU1589
 NU1589  STATE/COUNTY-  ID/ONEIDA
 NU1589  USGS QUAD   -  ELKHORN PEAK (1968)
 NU1589
 NU1589                         *CURRENT SURVEY CONTROL
 NU1589  ___________________________________________________________________
 NU1589* NAD 83(1994)-  42 16 09.56356(N)    112 15 54.96354(W)     ADJUSTED  
 NU1589* NAVD 88     -      2046.2    (meters)    6713.     (feet)  VERTCON   
 NU1589  ___________________________________________________________________
 NU1589  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 NU1589  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 NU1589
 NU1589  HORZ ORDER  -  SECOND
 NU1589
 NU1589.The horizontal coordinates were established by classical geodetic methods
 NU1589.and adjusted by the National Geodetic Survey in November 1997..
 NU1589
 NU1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1589
 NU1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1589
 NU1589.The geoid height was determined by GEOID03.
 NU1589
 NU1589;                    North         East     Units Scale Factor Converg.
 NU1589;SPC ID E     -    66,939.852   191,865.799   MT  0.99994818   -0 03 58.8
 NU1589;UTM  12      - 4,680,454.579   395,655.737   MT  0.99973396   -0 51 04.0
 NU1589
 NU1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1589!SPC ID E     -   0.99968135  x   0.99994818  =   0.99962954
 NU1589!UTM  12      -   0.99968135  x   0.99973396  =   0.99941539
 NU1589
 NU1589:                Primary Azimuth Mark                     Grid Az
 NU1589:SPC ID E     -  DOVE AZ MK                               082 50 03.0
 NU1589:UTM  12      -  DOVE AZ MK                               083 37 08.2
 NU1589
 NU1589|---------------------------------------------------------------------|
 NU1589| PID    Reference Object                     Distance      Geod. Az  |
 NU1589|                                                           dddmmss.s |
 NU1589| CM5495 DOVE AZ MK                                         0824604.2 |
 NU1589| CM5496 DOVE RM 1                             7.590 METERS 15959     |
 NU1589| CM5497 DOVE RM 2                            13.376 METERS 32253     |
 NU1589|---------------------------------------------------------------------|
 NU1589
 NU1589                          SUPERSEDED SURVEY CONTROL
 NU1589
 NU1589  NAD 83(1992)-  42 16 09.56115(N)    112 15 54.96159(W) AD(       ) 2
 NU1589  NAD 83(1986)-  42 16 09.55996(N)    112 15 54.95661(W) AD(       ) 2
 NU1589  NAD 27      -  42 16 09.85040(N)    112 15 52.07700(W) AD(       ) 2
 NU1589  NGVD 29 (07/19/86) 2045.1    (m)         6710.     (f) VERT ANG       
 NU1589
 NU1589.Superseded values are not recommended for survey control.
 NU1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1589.See file dsdata.txt to determine how the superseded data were derived.
 NU1589
 NU1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9565680455(NAD 83)
 NU1589_MARKER: DS = TRIANGULATION STATION DISK
 NU1589_SETTING: 66 = SET IN ROCK OUTCROP
 NU1589
 NU1589  HISTORY     - Date     Condition        Report By
 NU1589  HISTORY     - 1960     MONUMENTED       CGS
 NU1589  HISTORY     - 1967     GOOD             USGS
 NU1589
 NU1589                          STATION DESCRIPTION
 NU1589
 NU1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1589'THE STATION IS 6 MILES NORTH AND 1 MILE WEST OF THE CENTER OF
 NU1589'MALAD ON THE NOSE OF A PROMINENT RIDGE LEADING NORTHERLY TO
 NU1589'HIGHER ELEVATIONS.  IT IS ABOUT 1 MILE NORTH OF THE SOUTHERN
 NU1589'END OF THE HIGH RIDGE ON A BALD ROCKY POINT AT THE HEAD OF A
 NU1589'WOODED DRAW LEADING DOWN THE EAST SIDE OF THE RIDGE AND ABOUT 0.6
 NU1589'MILE WEST OF A TRACK ROAD ALONG THE EAST BASE OF THE RIDGE.
 NU1589'
 NU1589'TO REACH THE STATION FROM THE INTERSECTION OF BANNOCK STREET
 NU1589'AND 5TH WEST STREET IN MALAD, PROCEED NORTH ON 5TH WEST STREET
 NU1589'FOR 3.15 MILE WHERE TURN RIGHT, EAST THEN NORTH, FOR 2.7
 NU1589'MILES TO A WIRE GATE AND THE AZIMUTH MARK ABOUT 100 YARDS EAST
 NU1589'OF THE GATE, PASS THROUGH THE GATE AND TURN LEFT, WEST, UP THE
 NU1589'STEEP CANYON FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  PACK
 NU1589'WEST UP THE STEEP DRAW TO ITS HEAD FOR 1 HOUR TO THE
 NU1589'SUMMIT AND THE STATION SITE.
 NU1589'
 NU1589'THE STATION MARK, STAMPED DOVE 1960, IS A STANDARD DISK SET
 NU1589'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE
 NU1589'12 FEET WEST OF THE EAST BRINK OF THE HILL.
 NU1589'
 NU1589'REFERENCE MARK 1, STAMPED DOVE NO 1 1960, IS A STANDARD DISK
 NU1589'CEMENTED IN A DRILL HOLE IN THE OUTCROPPING BEDROCK ABOUT
 NU1589'1-FOOT LOWER THAN THE STATION MARK.
 NU1589'
 NU1589'REFERENCE MARK 2, STAMPED DOVE NO 2 1960, IS A STANDARD DISK
 NU1589'CEMENTED IN A DRILL HOLE IN THE OUTCROPPING BEDROCK AND 1-FOOT
 NU1589'HIGHER THAN THE STATION MARK.
 NU1589'
 NU1589'THE AZIMUTH MARK, STAMPED DOVE 1960, IS A STANDARD DISK SET
 NU1589'IN A DRILL HOLE IN A 5 FT. BY 10 FT. GRANITE BOULDER WHICH
 NU1589'PROJECTS 4 FEET, 100 YARDS EAST OF THE GATE, 50 FEET NORTHEAST
 NU1589'OF THE EDGE OF THE CULTIVATED AREA AND 3 FEET EAST OF A METAL
 NU1589'WITNESS POST WITH SIGN ATTACHED.
 NU1589
 NU1589                          STATION RECOVERY (1967)
 NU1589
 NU1589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU1589'LOCATED ABOUT 6 MI. (AIRLINE) N. OF MALAD CITY, ABOUT 5.5 MI. SE. OF
 NU1589'ELKHORN PEAK, ON THE NOSE OF A PROMINENT RIDGE RUNNING NW.-SE.,
 NU1589'ABOUT 1 MI. N. OF THE SOUTHERN END OF THE HIGH RIDGE, ON A BALD,
 NU1589'ROCKY POINT, AT THE HEAD OF A WOODED DRAW LEADING DOWN THE EAST SIDE
 NU1589'OF THE RIDGE, ABOUT 0.6 MI. W. OF A RD. ON THE E. BASE OF THE RIDGE.
 NU1589'
 NU1589'REACHED BY HELICOPTER.
 NU1589'
 NU1589'STATION MARK--A STANDARD DISK STAMPED---DOVE 1960---, SET IN A DRILL
 NU1589'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1045 ***********************************************************************
 TO1045  DESIGNATION -  DOVER
 TO1045  PID         -  TO1045
 TO1045  STATE/COUNTY-  ID/BONNER
 TO1045  USGS QUAD   -  SANDPOINT (1996)
 TO1045
 TO1045                         *CURRENT SURVEY CONTROL
 TO1045  ___________________________________________________________________
 TO1045* NAD 83(1992)-  48 15 04.79026(N)    116 35 21.44614(W)     ADJUSTED  
 TO1045* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 TO1045  ___________________________________________________________________
 TO1045  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 TO1045  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TO1045
 TO1045  HORZ ORDER  -  SECOND
 TO1045
 TO1045.The horizontal coordinates were established by classical geodetic methods
 TO1045.and adjusted by the National Geodetic Survey in July 1992..
 TO1045
 TO1045.The orthometric height was scaled from a topographic map.
 TO1045
 TO1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1045
 TO1045.The geoid height was determined by GEOID03.
 TO1045
 TO1045;                    North         East     Units Scale Factor Converg.
 TO1045;SPC ID W     -   732,051.998   737,676.865   MT  0.99998104   -0 37 34.3
 TO1045;UTM  11      - 5,344,316.719   530,487.942   MT  0.99961142   +0 18 23.1
 TO1045
 TO1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1045!SPC ID W     -   0.99990361  x   0.99998104  =   0.99988465
 TO1045!UTM  11      -   0.99990361  x   0.99961142  =   0.99951507
 TO1045
 TO1045:                Primary Azimuth Mark                     Grid Az
 TO1045:SPC ID W     -  CEMETERY                                 058 32 04.7
 TO1045:UTM  11      -  CEMETERY                                 057 36 07.3
 TO1045
 TO1045|---------------------------------------------------------------------|
 TO1045| PID    Reference Object                     Distance      Geod. Az  |
 TO1045|                                                           dddmmss.s |
 TO1045| TO0672 CEMETERY                            APPROX. 1.9 KM 0575430.4 |
 TO1045| CH7244 DOVER RM 2                            8.175 METERS 17139     |
 TO1045|---------------------------------------------------------------------|
 TO1045
 TO1045                          SUPERSEDED SURVEY CONTROL
 TO1045
 TO1045  NAD 83(1986)-  48 15 04.79992(N)    116 35 21.43990(W) AD(       ) 2
 TO1045  NAD 27      -  48 15 05.06411(N)    116 35 17.74933(W) AD(       ) 2
 TO1045
 TO1045.Superseded values are not recommended for survey control.
 TO1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1045.See file dsdata.txt to determine how the superseded data were derived.
 TO1045
 TO1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3048844317(NAD 83)
 TO1045_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1045_SETTING: 66 = SET IN ROCK OUTCROP
 TO1045
 TO1045  HISTORY     - Date     Condition        Report By
 TO1045  HISTORY     - 1948     MONUMENTED       CGS
 TO1045
 TO1045                          STATION DESCRIPTION
 TO1045
 TO1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 TO1045'THE STATION IS ON THE NORTH SIDE OF PEND OREILLE RIVER ABOUT
 TO1045'2 MILES WEST OF NORTH END OF HIGHWAY BRIDGE AT SANDPOINT, ON
 TO1045'ROCKY POINT.  THE STATION MAY BE REACHED BY WATER OR BY ROAD.
 TO1045'IN THE LATTER CASE GO WESTERLY ON U.S. HIGHWAY 10 ABOUT 2
 TO1045'MILES FROM THE BUSINESS SECTION OF SANDPOINT TO CHUCKS
 TO1045'SLOUGH AND WALK TO THE EXTREMITY OF ROCKY POINT.  VISIBILITY
 TO1045'IS GOOD IN ALL DIRECTIONS EXCEPT IMMEDIATELY INSHORE.  THE
 TO1045'MARK IS IN OUTCROP ON HIGHEST PART OF THE ROCKY POINT, 18 FT.
 TO1045'ABOVE MEAN WINTER LAKE LEVEL AND ABOUT 50 METERS FROM THE
 TO1045'TIP OF THE POINT.
 TO1045'
 TO1045'R.M. NO. 1 IS SOUTHEAST OF STATION IN GRANITE OUTCROP AND IS
 TO1045'ABOUT 3 FT. LOWER THAN THE STATION.
 TO1045'
 TO1045'R.M. NO. 2 IS SOUTH OF STATION IN GRANITE OUTCROP AND IS
 TO1045'ABOUT 5 FT. LOWER THAN THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1560 ***********************************************************************
 NU1560  DESIGNATION -  DOW
 NU1560  PID         -  NU1560
 NU1560  STATE/COUNTY-  ID/BANNOCK
 NU1560  USGS QUAD   -  DOWNEY EAST (1980)
 NU1560
 NU1560                         *CURRENT SURVEY CONTROL
 NU1560  ___________________________________________________________________
 NU1560* NAD 83(1992)-  42 24 07.01711(N)    112 05 20.57115(W)     ADJUSTED  
 NU1560* NAVD 88     -      1538.9    (meters)    5049.     (feet)  VERTCON   
 NU1560  ___________________________________________________________________
 NU1560  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 NU1560  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 NU1560
 NU1560  HORZ ORDER  -  SECOND
 NU1560
 NU1560.The horizontal coordinates were established by classical geodetic methods
 NU1560.and adjusted by the National Geodetic Survey in July 1992..
 NU1560
 NU1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1560
 NU1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1560
 NU1560.The geoid height was determined by GEOID03.
 NU1560
 NU1560;                    North         East     Units Scale Factor Converg.
 NU1560;SPC ID E     -    81,669.356   206,389.838   MT  0.99994787   +0 03 08.4
 NU1560;UTM  12      - 4,694,980.149   410,377.000   MT  0.99969883   -0 44 03.9
 NU1560
 NU1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1560!SPC ID E     -   0.99976082  x   0.99994787  =   0.99970870
 NU1560!UTM  12      -   0.99976082  x   0.99969883  =   0.99945972
 NU1560
 NU1560|---------------------------------------------------------------------|
 NU1560| PID    Reference Object                     Distance      Geod. Az  |
 NU1560|                                                           dddmmss.s |
 NU1560| CM5499 DOW RM 1                             11.925 METERS 05531     |
 NU1560| CM5498 DOW AZ MK                                          3012313.3 |
 NU1560| CM5500 DOW RM 2                             10.183 METERS 31746     |
 NU1560|---------------------------------------------------------------------|
 NU1560
 NU1560                          SUPERSEDED SURVEY CONTROL
 NU1560
 NU1560  NAD 83(1986)-  42 24 07.01301(N)    112 05 20.56384(W) AD(       ) 2
 NU1560  NAD 27      -  42 24 07.30730(N)    112 05 17.69560(W) AD(       ) 2
 NU1560  NGVD 29 (07/19/86) 1537.8    (m)         5045.     (f) VERT ANG       
 NU1560
 NU1560.Superseded values are not recommended for survey control.
 NU1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1560.See file dsdata.txt to determine how the superseded data were derived.
 NU1560
 NU1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1037794980(NAD 83)
 NU1560_MARKER: DS = TRIANGULATION STATION DISK
 NU1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1560
 NU1560  HISTORY     - Date     Condition        Report By
 NU1560  HISTORY     - 1960     MONUMENTED       CGS
 NU1560
 NU1560                          STATION DESCRIPTION
 NU1560
 NU1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1560'THE STATION IS 3 MILES SOUTHEAST OF DOWNEY, 1-1/4 MILES NORTHEAST
 NU1560'OF THE DOWNATA HOT SPRINGS RESORT, ON THE TOP OF A SAGE AND CEDAR
 NU1560'COVERED BLUFF EXTENDING NORTHWEST TO SOUTHEAST ALONG THE NORTHEAST
 NU1560'SIDE OF MARSH CREEK VALLEY.  U.S. HIGHWAY 91 AND THE UNION PACIFIC
 NU1560'RAILROAD PASSES ALONG THE SOUTHWEST BASE OF THE BLUFF.
 NU1560'
 NU1560'TO REACH THE STATION FROM THE POST OFFICE IN DOWNEY, DRIVE EAST
 NU1560'FOR 0.7 MILE TO A T-ROAD INTERSECTION AT THE NORTHWEST CORNER
 NU1560'OF THE DOWNEY AIRPORT.  TURN RIGHT AND CONTINUE SOUTH AND SOUTHEAST
 NU1560'ON THE GRAVELED ROAD FOR 2.05 MILES TO THE AZIMUTH MARK ON THE
 NU1560'RIGHT.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 0.3
 NU1560'MILE TO THE STATION ON THE RIGHT.
 NU1560'
 NU1560'THE SURFACE AND UNDERGROUND STATION MARKS ARE TRIANGULATION
 NU1560'DISKS, STAMPED DOW 1960.  THE SURFACE MARK IS SET IN THE TOP OF A
 NU1560'CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP AND PROJECTS 4
 NU1560'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 70 FEET NORTH OF
 NU1560'THE TOP EDGE OF THE BLUFF, 61 FEET SOUTH OF THE CENTER OF THE
 NU1560'GRAVELED ROAD, 23 FEET SOUTH OF THE SOUTHWEST RIGHT-OF-WAY
 NU1560'FENCE AND 6 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 NU1560'
 NU1560'REFERENCE MARK 1, STAMPED DOW NO 1 1960, IS A STANDARD DISK SET
 NU1560'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AND PROJECTING
 NU1560'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 27 FEET SOUTH
 NU1560'OF THE CENTER OF THE ROAD, 2 FEET SOUTH OF THE SOUTHWEST
 NU1560'RIGHT-OF-WAY FENCE AND ABOUT THE SAME ELEVATION AS THE STATION
 NU1560'MARK.
 NU1560'
 NU1560'REFERENCE MARK 2, STAMPED DOW NO 2 1960, IS A STANDARD DISK SET
 NU1560'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AND PROJECTING
 NU1560'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 27 FEET SOUTH OF
 NU1560'THE CENTER OF THE ROAD, 2 FEET SOUTH OF THE SOUTHWEST
 NU1560'RIGHT-OF-WAY FENCE AND 18 INCHES LOWER IN ELEVATION THAN THE
 NU1560'STATION MARK.
 NU1560'
 NU1560'THE AZIMUTH MARK, STAMPED DOW 1960, IS A STANDARD DISK SET IN
 NU1560'THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP
 NU1560'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 NU1560'39.5 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 4.5 FEET
 NU1560'SOUTHWEST OF A METAL WITNESS POST WITH SIGN AND 3.5 FEET SOUTH
 NU1560'OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1567 ***********************************************************************
 NU1567  DESIGNATION -  DOWNEY
 NU1567  PID         -  NU1567
 NU1567  STATE/COUNTY-  ID/BANNOCK
 NU1567  USGS QUAD   -  DOWNEY WEST (1984)
 NU1567
 NU1567                         *CURRENT SURVEY CONTROL
 NU1567  ___________________________________________________________________
 NU1567* NAD 83(1992)-  42 25 14.12932(N)    112 07 49.74021(W)     ADJUSTED  
 NU1567* NAVD 88     -      1478.7    (meters)    4851.     (feet)  VERTCON   
 NU1567  ___________________________________________________________________
 NU1567  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 NU1567  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 NU1567
 NU1567  HORZ ORDER  -  SECOND
 NU1567
 NU1567.The horizontal coordinates were established by classical geodetic methods
 NU1567.and adjusted by the National Geodetic Survey in July 1992..
 NU1567
 NU1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1567
 NU1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1567
 NU1567.The geoid height was determined by GEOID03.
 NU1567
 NU1567;                    North         East     Units Scale Factor Converg.
 NU1567;SPC ID E     -    83,737.771   202,977.833   MT  0.99994748   +0 01 27.9
 NU1567;UTM  12      - 4,697,094.710   406,994.553   MT  0.99970643   -0 45 45.5
 NU1567
 NU1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1567!SPC ID E     -   0.99977026  x   0.99994748  =   0.99971775
 NU1567!UTM  12      -   0.99977026  x   0.99970643  =   0.99947676
 NU1567
 NU1567|---------------------------------------------------------------------|
 NU1567| PID    Reference Object                     Distance      Geod. Az  |
 NU1567|                                                           dddmmss.s |
 NU1567| CM5502 DOWNEY RM 1                          12.316 METERS 04429     |
 NU1567| CM5501 DOWNEY AZ MK                                       2223701.7 |
 NU1567| CM5503 DOWNEY RM 2                          12.666 METERS 29434     |
 NU1567|---------------------------------------------------------------------|
 NU1567
 NU1567                          SUPERSEDED SURVEY CONTROL
 NU1567
 NU1567  NAD 83(1986)-  42 25 14.12564(N)    112 07 49.73211(W) AD(       ) 2
 NU1567  NAD 27      -  42 25 14.42160(N)    112 07 46.85810(W) AD(       ) 2
 NU1567  NGVD 29 (07/19/86) 1477.6    (m)         4848.     (f) VERT ANG       
 NU1567
 NU1567.Superseded values are not recommended for survey control.
 NU1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1567.See file dsdata.txt to determine how the superseded data were derived.
 NU1567
 NU1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0699597095(NAD 83)
 NU1567_MARKER: DS = TRIANGULATION STATION DISK
 NU1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1567
 NU1567  HISTORY     - Date     Condition        Report By
 NU1567  HISTORY     - 1960     MONUMENTED       CGS
 NU1567
 NU1567                          STATION DESCRIPTION
 NU1567
 NU1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1567'THE STATION IS ABOUT 1 MILE SOUTHWEST OF THE CENTER OF DOWNEY,
 NU1567'ON THE TOP OF AN EMBANKMENT OF THE NORTHWEST SIDE OF U.S.
 NU1567'HIGHWAY 191 AND AT THE WEST EDGE OF A SAGE AND GRASS COVERED
 NU1567'PASTURE.
 NU1567'
 NU1567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 91
 NU1567'AND 191 AT THE WEST EDGE OF DOWNEY, DRIVE SOUTHWEST ON U.S.
 NU1567'HIGHWAY 191 FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 NU1567'
 NU1567'THE SURFACE AND UNDERGROUND-STATION MARKS ARE TRIANGULATION DISKS,
 NU1567'STAMPED DOWNEY 1960.  THE SURFACE MARK IS SET IN THE TOP OF A
 NU1567'CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP, PROJECTING 2
 NU1567'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 28.5 FEET
 NU1567'NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE, 11.5 FEET NORTH
 NU1567'OF A POWERLINE POLE AND 7 FEET NORTHWEST OF A METAL WITNESS
 NU1567'POST WITH SIGN.
 NU1567'
 NU1567'REFERENCE MARK 1, STAMPED DOWNEY NO 1 1960, IS A STANDARD DISK
 NU1567'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 NU1567'TOP AND PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU1567'IT IS 29 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE.
 NU1567'
 NU1567'REFERENCE MARK 2, STAMPED DOWNEY NO 2 1960, IS A STANDARD DISK
 NU1567'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 NU1567'TOP AND PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU1567'
 NU1567'AN IDAHO DEPARTMENT OF PUBLIC WORKS MARK WAS USED FOR THE AZIMUTH.
 NU1567'THE MARK, STAMPED DOWNEY AZI. 1960, IS A BRONZE DISK SET IN
 NU1567'THE TOP OF A PRECAST CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 NU1567'SURFACE OF THE GROUND.  IT IS 50 FEET SOUTHEAST OF THE CENTER OF
 NU1567'THE HIGHWAY AND 12 FEET NORTHEAST OF A NORTHEAST GATE POST.
 NU1567'
 NU1567'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTHWEST ON
 NU1567'U.S. HIGHWAY 191 FOR 0.25 MILE TO A WIRE GATE IN THE SOUTHEAST
 NU1567'RIGHT-OF-WAY FENCE AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0505 ***********************************************************************
 NT0505  DESIGNATION -  DRANEY
 NT0505  PID         -  NT0505
 NT0505  STATE/COUNTY-  ID/CARIBOU
 NT0505  USGS QUAD   -  STEWART FLAT (1949)
 NT0505
 NT0505                         *CURRENT SURVEY CONTROL
 NT0505  ___________________________________________________________________
 NT0505* NAD 83(1992)-  42 44 24.62911(N)    111 09 35.27899(W)     ADJUSTED  
 NT0505* NAVD 88     -      2787.8    (meters)    9146.     (feet)  VERTCON   
 NT0505  ___________________________________________________________________
 NT0505  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 NT0505  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 NT0505
 NT0505  HORZ ORDER  -  SECOND
 NT0505
 NT0505.The horizontal coordinates were established by classical geodetic methods
 NT0505.and adjusted by the National Geodetic Survey in July 1992..
 NT0505
 NT0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0505
 NT0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0505
 NT0505.The geoid height was determined by GEOID03.
 NT0505
 NT0505;                    North         East     Units Scale Factor Converg.
 NT0505;SPC ID E     -   119,727.685   282,441.998   MT  1.00003096   +0 41 00.1
 NT0505;SPC WY W     -   349,353.507   711,860.036   MT  1.00003304   -0 43 50.2
 NT0505;UTM  12      - 4,731,974.680   486,920.240   MT  0.99960210   -0 06 30.4
 NT0505
 NT0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0505!SPC ID E     -   0.99956474  x   1.00003096  =   0.99959569
 NT0505!SPC WY W     -   0.99956474  x   1.00003304  =   0.99959777
 NT0505!UTM  12      -   0.99956474  x   0.99960210  =   0.99916702
 NT0505
 NT0505|---------------------------------------------------------------------|
 NT0505| PID    Reference Object                     Distance      Geod. Az  |
 NT0505|                                                           dddmmss.s |
 NT0505| CM5508 DRANEY RM 1                           3.767 METERS 05508     |
 NT0505| CM5509 DRANEY RM 2                           4.137 METERS 15618     |
 NT0505| CM5507 DRANEY AZ MK                                       2890704.6 |
 NT0505|---------------------------------------------------------------------|
 NT0505
 NT0505                          SUPERSEDED SURVEY CONTROL
 NT0505
 NT0505  NAD 83(1986)-  42 44 24.61904(N)    111 09 35.26951(W) AD(       ) 2
 NT0505  NAD 27      -  42 44 24.88200(N)    111 09 32.50800(W) AD(       ) 2
 NT0505  NGVD 29 (07/19/86) 2786.4    (m)         9142.     (f) VERT ANG       
 NT0505
 NT0505.Superseded values are not recommended for survey control.
 NT0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0505.See file dsdata.txt to determine how the superseded data were derived.
 NT0505
 NT0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN8692031975(NAD 83)
 NT0505_MARKER: DS = TRIANGULATION STATION DISK
 NT0505_SETTING: 66 = SET IN ROCK OUTCROP
 NT0505
 NT0505  HISTORY     - Date     Condition        Report By
 NT0505  HISTORY     - 1946     MONUMENTED       CGS
 NT0505  HISTORY     - 1947     GOOD             USGS
 NT0505
 NT0505                          STATION DESCRIPTION
 NT0505
 NT0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0505'THE STATION IS LOCATED ON A HIGH PROMINENT MOUNTAIN WHICH IS BALD
 NT0505'AROUND THE TOP EXCEPT FOR A GROUP OF PINE TREES ON THE NORTHERN
 NT0505'SLOPE AND IS BETWEEN SALT RIVER AND BLACKFOOT RIVER.  IT IS ON
 NT0505'THE SUMMIT OF THE MOUNTAIN AND IS 12 MILES, AIRLINE, WEST OF
 NT0505'AFTON AND 8-1/2 MILES, AIRLINE, SOUTHWEST OF AUBURN.  THE
 NT0505'MOUNTAIN IS PLAINLY VISIBLE FROM AFTON.
 NT0505'
 NT0505'THE STATION MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 NT0505'IN A SLIGHT DEPRESSION IN BEDROCK.  IT IS STAMPED DRANEY 1946.
 NT0505'
 NT0505'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 NT0505'HOLE IN BEDROCK.  IT IS JUST EAST AND 2 FEET LOWER THAN A
 NT0505'ROCK LEDGE AND IT IS 2 FEET LOWER THAN THE STATION.  IS STAMPED
 NT0505'DRANEY NO 1 1946.
 NT0505'
 NT0505'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL
 NT0505'HOLE IN BEDROCK.  IT IS 1-1/2 FEET WEST OF A ROCK LEDGE AND
 NT0505'SLIGHTLY HIGHER THAN THE STATION MARK.  IS STAMPED DRANEY NO 2
 NT0505'1946
 NT0505'
 NT0505'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 NT0505'IN OUTCROPPING BEDROCK WHICH IS A 10 FOOT TRIANGULAR SHAPED
 NT0505'MASS OF ROCK WHICH PROJECTS 4 FEET ON THE EAST SIDE AND RUNS
 NT0505'INTO THE HILL ON THE WEST SIDE.  IT IS ON THE SOUTHEASTERN
 NT0505'SLOPE OF THE FIRST HILL WEST OF THE STATION.  IS STAMPED
 NT0505'DRANEY 1946.
 NT0505'
 NT0505'TO REACH THE STATION FROM THE POST OFFICE IN AUBURN, WYOMING
 NT0505'GO SOUTH ON A GRAVELED ROAD 0.45 MILE TO A POINT WHERE THE
 NT0505'MAIN ROAD BENDS LEFT, EAST AND ANOTHER ROAD TURNS RIGHT, WEST.
 NT0505'TURN RIGHT, WEST, AND GO 3.65 MILES TO FORKS AT A SIGN TYGEE
 NT0505'VALLEY.  TAKE LEFT FORK, AND GO 0.35 MILES TO FORKS.  TAKE
 NT0505'LEFT FORK AND GO 1.25 MILES TO FORKS AT SCHOOL HOUSE.
 NT0505'TAKE A RIGHT FORK AND GO 2.6 MILES TO A GATE ON THE RIGHT AND
 NT0505'SIGN SMOKEY CANYON, DIAMOND CREEK.  TURN RIGHT THROUGH THE
 NT0505'GATE AND GO 8.4 MILES TO FORKS AT A SIGN TIMBER CREEK.  TURN
 NT0505'RIGHT AND GO 1.3 MILES TO JOHNSON GUARD STATION ON THE RIGHT.
 NT0505'CONTINUE 0.7 MILE TO A DIM TRACK ROAD ON THE RIGHT AT A SIGN ON
 NT0505'A TREE BEAR CANYON.  NOTE--THIS SIGN IS DIFFICULT TO
 NT0505'SEE FROM A SOUTHERN APPROACH.  TURN RIGHT AND FOLLOW THE
 NT0505'DIM TRACK ROAD EASTERLY UP BEAR CANYON 1.2 MILES TO A CREEK.
 NT0505'CROSS CREEK AND CONTINUE 0.1 MILE TO A TRIANGULAR BLAZE
 NT0505'ON AN ASPEN TREE AND THE END OF TRUCK TRAVEL.  FROM HERE
 NT0505'PACK EAST AND NORTH UP CANYON ON A FAIRLY WELL DEFINED
 NT0505'TRAIL FOR ABOUT 1.5 MILES TO TRAIL FORKS AT A TRIANGULAR
 NT0505'BLAZE ON TREE.  TURN BACK TO THE RIGHT VERY SHARPLY AND FOLLOW
 NT0505'A DIM TRAIL 3/4 MILE TO A SADDLE.  FROM HERE THE STATION IS
 NT0505'NORTH.  DROP DOWN INTO THE SMALL CANYON TO THE NORTH.
 NT0505'TURN NORTHWEST UP CANYON AND GO 3/4 MILE TO A SMALL VALLEY.
 NT0505'TURN RIGHT ACROSS COUNTRY AND GO 1 MILE TO THE HIGHEST
 NT0505'POINT AND STATION.  A THREE HOUR BACK PACK.
 NT0505
 NT0505                          STATION RECOVERY (1947)
 NT0505
 NT0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 NT0505'STATION MARK--A STANDARD DISK CEMENTED IN A DRILL HOLE IN A SLIGHT
 NT0505'DEPRESSION IN BEDROCK.  IT IS STAMPED---DRANEY 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1095 ***********************************************************************
 NV1095  DESIGNATION -  DRAW
 NV1095  PID         -  NV1095
 NV1095  STATE/COUNTY-  ID/TWIN FALLS
 NV1095  USGS QUAD   -  NIAGARA SPRINGS (1982)
 NV1095
 NV1095                         *CURRENT SURVEY CONTROL
 NV1095  ___________________________________________________________________
 NV1095* NAD 83(1992)-  42 38 52.87521(N)    114 37 51.70273(W)     ADJUSTED  
 NV1095* NAVD 88     -      1051.1    (meters)    3448.     (feet)  VERTCON   
 NV1095  ___________________________________________________________________
 NV1095  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 NV1095  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 NV1095
 NV1095  HORZ ORDER  -  SECOND
 NV1095
 NV1095.The horizontal coordinates were established by classical geodetic methods
 NV1095.and adjusted by the National Geodetic Survey in July 1992..
 NV1095
 NV1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1095
 NV1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1095
 NV1095.The geoid height was determined by GEOID03.
 NV1095
 NV1095;                    North         East     Units Scale Factor Converg.
 NV1095;SPC ID C     -   109,192.554   448,255.231   MT  0.99998030   -0 25 39.1
 NV1095;UTM  11      - 4,724,450.001   694,194.092   MT  1.00006398   +1 36 19.7
 NV1095
 NV1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1095!SPC ID C     -   0.99983762  x   0.99998030  =   0.99981792
 NV1095!UTM  11      -   0.99983762  x   1.00006398  =   0.99990159
 NV1095
 NV1095|---------------------------------------------------------------------|
 NV1095| PID    Reference Object                     Distance      Geod. Az  |
 NV1095|                                                           dddmmss.s |
 NV1095| NV1093 CRYSTAL                             263.345 METERS 00501     |
 NV1095| CD5003 DRAW RM 1                            14.290 METERS 06503     |
 NV1095| NV1082 TRAIL RESET                         APPROX. 7.3 KM 0704919.8 |
 NV1095| NV1094 TEMPORARY POINT                     347.157 METERS 09902     |
 NV1095| CD5004 DRAW RM 2                            14.290 METERS 18110     |
 NV1095|---------------------------------------------------------------------|
 NV1095
 NV1095                          SUPERSEDED SURVEY CONTROL
 NV1095
 NV1095  NAD 83(1986)-  42 38 52.87350(N)    114 37 51.70036(W) AD(       ) 2
 NV1095  NAD 27      -  42 38 53.21100(N)    114 37 48.54000(W) AD(       ) 2
 NV1095  NGVD 29 (07/19/86) 1050.2    (m)         3446.     (f) VERT ANG       
 NV1095
 NV1095.Superseded values are not recommended for survey control.
 NV1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1095.See file dsdata.txt to determine how the superseded data were derived.
 NV1095
 NV1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9419424450(NAD 83)
 NV1095_MARKER: Z = SEE DESCRIPTION
 NV1095_SETTING: 0 = UNSPECIFIED SETTING
 NV1095
 NV1095  HISTORY     - Date     Condition        Report By
 NV1095  HISTORY     - 1946     MONUMENTED       CGS
 NV1095
 NV1095                          STATION DESCRIPTION
 NV1095
 NV1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1095'STATION IS LOCATED ABOUT 12 MILES NW OF TWIN FALLS, 8 MILES
 NV1095'NE OF BUHL, ON THE S RIM OF THE SNAKE RIVER CANYON.
 NV1095'
 NV1095'STATION MARK IS A BRONZE DISK SET IN OUTCROPPING BEDROCK
 NV1095'ABOUT 6 INCHES ABOVE THE LEVEL OF THE GROUND.  DISK IS STAMPED
 NV1095'DRAW 1946.  THE MARK IS 67 FEET N OF A ROCK WALL, 18 FEET
 NV1095'S OF THE EDGE OF THE RIM, AND 2 FEET HIGHER THAN THE EDGE OF THE
 NV1095'RIM.  NO UNDERGROUND MARK WAS SET.
 NV1095'
 NV1095'REFERENCE MARK 1 IS A BRONZE DISK SET IN OUTCROPPING BEDROCK
 NV1095'FLUSH WITH THE RIM.  IT IS 5 FEET S OF THE RIM AND ABOUT
 NV1095'2 FEET LOWER THAN THE STATION.  DISK IS STAMPED DRAW NO 1
 NV1095'1946.
 NV1095'
 NV1095'REFERENCE MARK 2 IS A BRONZE DISK SET IN OUTCROPPING BEDROCK
 NV1095'PROJECTING ABOUT 4 INCHES.  IT IS 20 FEET N OF A ROCK WALL
 NV1095'AND ABOUT 2 FEET HIGHER THAN THE STATION.  DISK IS STAMPED
 NV1095'DRAW NO 2 1946.
 NV1095'
 NV1095'STATION CRYSTAL USED AS THE AZIMUTH MARK FOR THIS STATION.
 NV1095'
 NV1095'TO REACH THE STATION FROM THE MAIN INTERSECTION IN BUHL, GO
 NV1095'E ON U.S. HIGHWAY 30 TOWARD FILER FOR 6.7 MILES TO A ROAD TO THE
 NV1095'N.  TURN N (LEFT) AND GO 3.8 MILES TO THE RIM OF THE CANYON.
 NV1095'TURN RIGHT THROUGH A WIRE GATE AND GO 0.1 MILE TO THE STATION
 NV1095'ON THE N SIDE OF THE ROCK WALL AS DESCRIBED ABOVE.
 NV1095'
 NV1095'THE SUBSTITUTE CONTROL STATION HERE WAS THE W END OF A ROCK WALL.
 NV1095'IT IS 29.3 METERS SW OF STATION DRAW, ABOUT 11 METERS E OF THE
 NV1095'HEAD OF A DRAW, AND ABOUT 1 METER HIGHER THAN STATION DRAW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0913 ***********************************************************************
 OY0913  DESIGNATION -  DRIFT
 OY0913  PID         -  OY0913
 OY0913  STATE/COUNTY-  ID/BINGHAM
 OY0913  USGS QUAD   -  LITTLE BUTTE SW (1973)
 OY0913
 OY0913                         *CURRENT SURVEY CONTROL
 OY0913  ___________________________________________________________________
 OY0913* NAD 83(1992)-  43 31 49.93834(N)    112 42 16.35918(W)     ADJUSTED  
 OY0913* NAVD 88     -      1620.570  (meters)    5316.82   (feet)  ADJUSTED  
 OY0913  ___________________________________________________________________
 OY0913  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 OY0913  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 OY0913  DYNAMIC HT  -        1619.679 (meters)    5313.90  (feet)  COMP
 OY0913  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 OY0913
 OY0913  HORZ ORDER  -  FIRST
 OY0913  VERT ORDER  -  FIRST     CLASS II
 OY0913
 OY0913.The horizontal coordinates were established by classical geodetic methods
 OY0913.and adjusted by the National Geodetic Survey in July 1992..
 OY0913
 OY0913.The orthometric height was determined by differential leveling
 OY0913.and adjusted by the National Geodetic Survey in December 1992..
 OY0913
 OY0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0913
 OY0913.The geoid height was determined by GEOID03.
 OY0913
 OY0913.The dynamic height is computed by dividing the NAVD 88
 OY0913.geopotential number by the normal gravity value computed on the
 OY0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0913.degrees latitude (g = 980.6199 gals.).
 OY0913
 OY0913.The modeled gravity was interpolated from observed gravity values.
 OY0913
 OY0913;                    North         East     Units Scale Factor Converg.
 OY0913;SPC ID E     -   207,177.725   156,522.436   MT  0.99997061   -0 22 13.7
 OY0913;SPC ID C     -   207,852.565   604,714.302   MT  1.00008220   +0 53 32.3
 OY0913;UTM  12      - 4,821,144.230   362,265.665   MT  0.99983335   -1 10 27.0
 OY0913
 OY0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0913!SPC ID E     -   0.99974783  x   0.99997061  =   0.99971845
 OY0913!SPC ID C     -   0.99974783  x   1.00008220  =   0.99983001
 OY0913!UTM  12      -   0.99974783  x   0.99983335  =   0.99958122
 OY0913
 OY0913:                Primary Azimuth Mark                     Grid Az
 OY0913:SPC ID E     -  DRIFT AZ MK                              069 26 54.7
 OY0913:SPC ID C     -  DRIFT AZ MK                              068 11 08.7
 OY0913:UTM  12      -  DRIFT AZ MK                              070 15 08.0
 OY0913
 OY0913|---------------------------------------------------------------------|
 OY0913| PID    Reference Object                     Distance      Geod. Az  |
 OY0913|                                                           dddmmss.s |
 OY0913| OY1218 DRIFT AZ MK                                        0690441.0 |
 OY0913| OY0882 TV STATION KID MAST                 APPROX. 4.9 KM 1385105.8 |
 OY0913| OY1217 DRIFT RM 2                            9.206 METERS 24633     |
 OY0913| OY1216 DRIFT RM 1                           12.022 METERS 34420     |
 OY0913|---------------------------------------------------------------------|
 OY0913
 OY0913                          SUPERSEDED SURVEY CONTROL
 OY0913
 OY0913  NAD 83(1986)-  43 31 49.93214(N)    112 42 16.34398(W) AD(       ) 1
 OY0913  NAD 27      -  43 31 50.25870(N)    112 42 13.38050(W) AD(       ) 1
 OY0913  NGVD 29 (08/20/92) 1619.481  (m)         5313.25   (f) ADJUSTED    1 2
 OY0913
 OY0913.Superseded values are not recommended for survey control.
 OY0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0913.See file dsdata.txt to determine how the superseded data were derived.
 OY0913
 OY0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP6226621144(NAD 83)
 OY0913_MARKER: DS = TRIANGULATION STATION DISK
 OY0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0913_SP_SET: CONCRETE POST
 OY0913_STAMPING: DRIFT 1960
 OY0913_MARK LOGO: CGS   
 OY0913_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0913+STABILITY: SURFACE MOTION
 OY0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0913+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY0913
 OY0913  HISTORY     - Date     Condition        Report By
 OY0913  HISTORY     - 1960     MONUMENTED       CGS
 OY0913  HISTORY     - 1960     GOOD             CGS
 OY0913  HISTORY     - 1973     SEE DESCRIPTION  USGS
 OY0913  HISTORY     - 19920531 GOOD             NGS
 OY0913
 OY0913                          STATION DESCRIPTION
 OY0913
 OY0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0913'THE STATION IS ABOUT 8 MILES NORTHWEST OF ATOMIC CITY, 12 MILES
 OY0913'EAST OF THE NATIONAL REACTOR TEST STATION HEADQUARTERS, ABOUT
 OY0913'200 FEET SOUTH OF A DRIVE OUT AND LITTER BARREL, ON THE HIGHEST
 OY0913'POINT IN THE IMMEDIATE VICINITY ON THE SOUTH RIGHT-OF-WAY
 OY0913'OF U.S. HIGHWAY 20 AND IN T 2 N, R 32 E.
 OY0913'
 OY0913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20
 OY0913'AND 26, 23 MILES SOUTHEAST OF ARCO, GO EAST ON HIGHWAY 20
 OY0913'FOR 9.1 MILES TO MILEPOST 295.  CONTINUE EAST FOR 0.5 MILE
 OY0913'TO THE TOP OF A RISE, A DRIVEOUT ON THE LEFT AND THE STATION
 OY0913'ON THE RIGHT.  CONTINUE EASTERLY ON THE HIGHWAY FOR 0.6 MILE
 OY0913'TO THE TOP OF A RISE AND THE AZIMUTH MARK ON THE RIGHT.
 OY0913'
 OY0913'THE STATION MARK IS A STANDARD DISK STAMPED DRIFT 1960,
 OY0913'CEMENTED IN AN 11 BY 11 INCH CONCRETE POST PROJECTING 8 INCHES.
 OY0913'IT IS 132 FEET SOUTH OF CENTER OF HIGHWAY, 5 FEET NORTH OF THE
 OY0913'DRIFT FENCE, AND 73.7 FEET WEST OF EAST END OF DRIFT FENCE,
 OY0913'79 FEET WEST OF WEST END OF ROCK WALL AND 5 FEET HIGHER THAN
 OY0913'HIGHWAY.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 OY0913'OF CONCRETE 24 INCHES BELOW THE GROUND SURFACE.  A METAL
 OY0913'WITNESS SIGNPOST WAS SET 4.5 FEET NORTH OF THE MARK.
 OY0913'
 OY0913'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DRIFT NO 1 1960,
 OY0913'SET IN AN 11 BY 11 INCH CONCRETE POST PROJECTING 8 INCHES.
 OY0913'IT IS 102 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 35 FEET
 OY0913'NORTH OF THE DRIFT FENCE.
 OY0913'
 OY0913'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DRIFT NO 2 1960, SET
 OY0913'IN AN 11 BY 11 INCH CONCRETE POST PROJECTING 8 INCHES.  IT IS
 OY0913'136 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 2 FEET NORTH
 OY0913'OF THE DRIFT FENCE.
 OY0913'
 OY0913'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DRIFT 1960,
 OY0913'CEMENTED IN A DRILL HOLE IN 1 BY 1 FOOT ROCK OUTCROP PROJECTING
 OY0913'3 INCHES.  IT IS 99 FEET SOUTH OF THE CENTER AND 20 FEET HIGHER
 OY0913'THAN THE HIGHWAY AND 65 FEET NORTH OF THE APPROXIMATE CENTER
 OY0913'OF A ROCK WALL.  A METAL WITNESS SIGNPOST WAS SET 4.6 FEET
 OY0913'NORTH OF THE MARK.
 OY0913'
 OY0913'THE DISTANCE BETWEEN REFERENCE MARKS IS 52.83 FEET OR 16.102
 OY0913'METERS.
 OY0913
 OY0913                          STATION RECOVERY (1960)
 OY0913
 OY0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 OY0913'RECOVERED IN GOOD CONDITION.
 OY0913
 OY0913                          STATION RECOVERY (1973)
 OY0913
 OY0913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (TLT)
 OY0913'REFERENCE MARK NUMBER 1 IS 30.28 FEET FROM STATION MARK.
 OY0913'
 OY0913'REFERENCE MARK NUMBER 2 IS 39.52 FEET FROM STATION MARK.
 OY0913
 OY0913                          STATION RECOVERY (1992)
 OY0913
 OY0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0913'53.3 KM (33.10 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY0913'OF U.S. HIGHWAY 93 IN ARCO, 40.2 M (131.9 FT) SOUTH OF THE HIGHWAY
 OY0913'CENTERLINE, 12.0 M (39.4 FT) EAST OF REFERENCE MARK 2, 9.2 M (30.2
 OY0913'FT) SOUTH OF REFERENCE MARK 1, 1.4 M (4.6 FT) SOUTH OF A WITNESS
 OY0913'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 OY0913'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1218 ***********************************************************************
 OY1218  DESIGNATION -  DRIFT AZ MK
 OY1218  PID         -  OY1218
 OY1218  STATE/COUNTY-  ID/BINGHAM
 OY1218  USGS QUAD   -  LITTLE BUTTE SW (1973)
 OY1218
 OY1218                         *CURRENT SURVEY CONTROL
 OY1218  ___________________________________________________________________
 OY1218* NAD 83(1986)-  43 32 01.     (N)    112 41 36.     (W)     SCALED    
 OY1218* NAVD 88     -      1611.412  (meters)    5286.77   (feet)  ADJUSTED  
 OY1218  ___________________________________________________________________
 OY1218  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 OY1218  DYNAMIC HT  -        1610.524 (meters)    5283.86  (feet)  COMP
 OY1218  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 OY1218
 OY1218  VERT ORDER  -  FIRST     CLASS II
 OY1218
 OY1218.The horizontal coordinates were scaled from a topographic map and have
 OY1218.an estimated accuracy of +/- 6 seconds.
 OY1218
 OY1218.The orthometric height was determined by differential leveling
 OY1218.and adjusted by the National Geodetic Survey in December 1992..
 OY1218
 OY1218.The geoid height was determined by GEOID03.
 OY1218
 OY1218.The dynamic height is computed by dividing the NAVD 88
 OY1218.geopotential number by the normal gravity value computed on the
 OY1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1218.degrees latitude (g = 980.6199 gals.).
 OY1218
 OY1218.The modeled gravity was interpolated from observed gravity values.
 OY1218
 OY1218;                    North         East    Units  Estimated Accuracy
 OY1218;SPC ID E     -   207,510.      157,430.      MT  (+/- 180 meters Scaled)
 OY1218
 OY1218                          SUPERSEDED SURVEY CONTROL
 OY1218
 OY1218  NGVD 29 (08/20/92) 1610.320  (m)         5283.19   (f) ADJUSTED    1 2
 OY1218
 OY1218.Superseded values are not recommended for survey control.
 OY1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1218.See file dsdata.txt to determine how the superseded data were derived.
 OY1218
 OY1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP631214(NAD 83)
 OY1218_MARKER: DZ = AZIMUTH MARK DISK
 OY1218_SETTING: 80 = SET IN A BOULDER
 OY1218_SP_SET: IN DRILL HOLE IN A BOULDER
 OY1218_STAMPING: DRIFT 1960
 OY1218_MARK LOGO: CGS   
 OY1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1218+STABILITY: SURFACE MOTION
 OY1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1218+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1218
 OY1218  HISTORY     - Date     Condition        Report By
 OY1218  HISTORY     - 1960     MONUMENTED       CGS
 OY1218  HISTORY     - 19920531 GOOD             NGS
 OY1218
 OY1218                          STATION DESCRIPTION
 OY1218
 OY1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1218'54.3 KM (33.75 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1218'OF U.S. HIGHWAY 93 IN ARCO, NEAR THE CENTER OF A 1 BY 1-FOOT
 OY1218'PARTIALLY EXPOSED BOULDER THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OY1218'GROUND SURFACE, 30.6 M (100.4 FT) SOUTHEAST OF THE HIGHWAY
 OY1218'CENTERLINE, 4.0 M (13.1 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 1.5 M
 OY1218'(4.9 FT) SOUTHEAST OF A WITNESS POST AND A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1216 ***********************************************************************
 OY1216  DESIGNATION -  DRIFT RM 1
 OY1216  PID         -  OY1216
 OY1216  STATE/COUNTY-  ID/BINGHAM
 OY1216  USGS QUAD   -  LITTLE BUTTE SW (1973)
 OY1216
 OY1216                         *CURRENT SURVEY CONTROL
 OY1216  ___________________________________________________________________
 OY1216* NAD 83(1986)-  43 31 50.     (N)    112 42 16.     (W)     SCALED    
 OY1216* NAVD 88     -      1620.526  (meters)    5316.68   (feet)  ADJUSTED  
 OY1216  ___________________________________________________________________
 OY1216  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 OY1216  DYNAMIC HT  -        1619.635 (meters)    5313.75  (feet)  COMP
 OY1216  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 OY1216
 OY1216  VERT ORDER  -  FIRST     CLASS II
 OY1216
 OY1216.The horizontal coordinates were scaled from a topographic map and have
 OY1216.an estimated accuracy of +/- 6 seconds.
 OY1216
 OY1216.The orthometric height was determined by differential leveling
 OY1216.and adjusted by the National Geodetic Survey in December 1992..
 OY1216
 OY1216.The geoid height was determined by GEOID03.
 OY1216
 OY1216.The dynamic height is computed by dividing the NAVD 88
 OY1216.geopotential number by the normal gravity value computed on the
 OY1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1216.degrees latitude (g = 980.6199 gals.).
 OY1216
 OY1216.The modeled gravity was interpolated from observed gravity values.
 OY1216
 OY1216;                    North         East    Units  Estimated Accuracy
 OY1216;SPC ID E     -   207,180.      156,530.      MT  (+/- 180 meters Scaled)
 OY1216
 OY1216                          SUPERSEDED SURVEY CONTROL
 OY1216
 OY1216  NGVD 29 (08/20/92) 1619.437  (m)         5313.10   (f) ADJUSTED    1 2
 OY1216
 OY1216.Superseded values are not recommended for survey control.
 OY1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1216.See file dsdata.txt to determine how the superseded data were derived.
 OY1216
 OY1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP622211(NAD 83)
 OY1216_MARKER: DR = REFERENCE MARK DISK
 OY1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY1216_SP_SET: CONCRETE POST
 OY1216_STAMPING: DRIFT NO 1 1960
 OY1216_MARK LOGO: CGS   
 OY1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1216+STABILITY: SURFACE MOTION
 OY1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1216+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1216
 OY1216  HISTORY     - Date     Condition        Report By
 OY1216  HISTORY     - 1960     MONUMENTED       CGS
 OY1216  HISTORY     - 19920531 GOOD             NGS
 OY1216
 OY1216                          STATION DESCRIPTION
 OY1216
 OY1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1216'53.3 KM (33.10 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1216'OF U.S. HIGHWAY 93 IN ARCO, 31.0 M (101.7 FT) SOUTH OF THE HIGHWAY
 OY1216'CENTERLINE, 16.2 M (53.1 FT) NORTHEAST OF REFERENCE MARK 2, 9.2 M
 OY1216'(30.2 FT) NORTH OF TRIANGULATION STATION DRIFT, 7.8 M (25.6 FT) NORTH
 OY1216'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 OY1216'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1217 ***********************************************************************
 OY1217  DESIGNATION -  DRIFT RM 2
 OY1217  PID         -  OY1217
 OY1217  STATE/COUNTY-  ID/BINGHAM
 OY1217  USGS QUAD   -  LITTLE BUTTE SW (1973)
 OY1217
 OY1217                         *CURRENT SURVEY CONTROL
 OY1217  ___________________________________________________________________
 OY1217* NAD 83(1986)-  43 31 50.     (N)    112 42 16.     (W)     SCALED    
 OY1217* NAVD 88     -      1620.543  (meters)    5316.73   (feet)  ADJUSTED  
 OY1217  ___________________________________________________________________
 OY1217  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 OY1217  DYNAMIC HT  -        1619.651 (meters)    5313.81  (feet)  COMP
 OY1217  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 OY1217
 OY1217  VERT ORDER  -  FIRST     CLASS II
 OY1217
 OY1217.The horizontal coordinates were scaled from a topographic map and have
 OY1217.an estimated accuracy of +/- 6 seconds.
 OY1217
 OY1217.The orthometric height was determined by differential leveling
 OY1217.and adjusted by the National Geodetic Survey in December 1992..
 OY1217
 OY1217.The geoid height was determined by GEOID03.
 OY1217
 OY1217.The dynamic height is computed by dividing the NAVD 88
 OY1217.geopotential number by the normal gravity value computed on the
 OY1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1217.degrees latitude (g = 980.6199 gals.).
 OY1217
 OY1217.The modeled gravity was interpolated from observed gravity values.
 OY1217
 OY1217;                    North         East    Units  Estimated Accuracy
 OY1217;SPC ID E     -   207,180.      156,530.      MT  (+/- 180 meters Scaled)
 OY1217
 OY1217                          SUPERSEDED SURVEY CONTROL
 OY1217
 OY1217  NGVD 29 (08/20/92) 1619.453  (m)         5313.16   (f) ADJUSTED    1 2
 OY1217
 OY1217.Superseded values are not recommended for survey control.
 OY1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1217.See file dsdata.txt to determine how the superseded data were derived.
 OY1217
 OY1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP622211(NAD 83)
 OY1217_MARKER: DR = REFERENCE MARK DISK
 OY1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY1217_SP_SET: CONCRETE POST
 OY1217_STAMPING: DRIFT NO 2 1960
 OY1217_MARK LOGO: CGS   
 OY1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1217+STABILITY: SURFACE MOTION
 OY1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1217+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1992
 OY1217
 OY1217  HISTORY     - Date     Condition        Report By
 OY1217  HISTORY     - 1960     MONUMENTED       CGS
 OY1217  HISTORY     - 19920531 GOOD             NGS
 OY1217
 OY1217                          STATION DESCRIPTION
 OY1217
 OY1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1217'53.3 KM (33.10 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1217'OF U.S. HIGHWAY 93 IN ARCO, 40.2 M (131.9 FT) SOUTH OF THE HIGHWAY
 OY1217'CENTERLINE, 16.2 M (53.1 FT) SOUTHWEST OF REFERENCE MARK 1, 12.0 M
 OY1217'(39.4 FT) WEST OF TRIANGULATION STATION DRIFT, 12.0 M (39.4 FT)
 OY1217'WEST-SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M
 OY1217'(0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH7135 ***********************************************************************
 DH7135  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7135  DESIGNATION -  DRIGGS CORS ARP
 DH7135  CORS_ID     -  IDDR
 DH7135  PID         -  DH7135
 DH7135  STATE/COUNTY-  ID/TETON
 DH7135  USGS QUAD   -  DRIGGS (1978)
 DH7135
 DH7135                         *CURRENT SURVEY CONTROL
 DH7135  ___________________________________________________________________
 DH7135* NAD 83(CORS)-  43 44 46.00139(N)    111 06 36.92197(W)     ADJUSTED  
 DH7135* NAVD 88     -                                                        
 DH7135  ___________________________________________________________________
 DH7135  EPOCH DATE  -        2002.00
 DH7135  X           -  -1,662,650.927 (meters)                     COMP
 DH7135  Y           -  -4,306,565.171 (meters)                     COMP
 DH7135  Z           -   4,389,045.356 (meters)                     COMP
 DH7135  ELLIP HEIGHT-        1864.60  (meters)          (11/??/05) GPS OBS
 DH7135  GEOID HEIGHT-          -9.80  (meters)                     GEOID03
 DH7135
 DH7135  HORZ ORDER  -  SPECIAL (CORS)
 DH7135  ELLP ORDER  -  SPECIAL (CORS)
 DH7135
 DH7135.ITRF positions are available for this station.
 DH7135.The coordinates were established by GPS observations
 DH7135.and adjusted by the National Geodetic Survey in November 2005..
 DH7135.The coordinates are valid at the epoch date displayed above.
 DH7135.The epoch date for horizontal control is a decimal equivalence
 DH7135.of Year/Month/Day.
 DH7135
 DH7135
 DH7135.The PID for the CORS L1 Phase Center is DH7136.
 DH7135
 DH7135.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7135
 DH7135.The ellipsoidal height was determined by GPS observations
 DH7135.and is referenced to NAD 83.
 DH7135
 DH7135.The geoid height was determined by GEOID03.
 DH7135
 DH7135;                    North         East     Units Scale Factor Converg.
 DH7135;SPC ID E     -   231,529.613   285,086.888   MT  1.00003638   +0 43 49.8
 DH7135
 DH7135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7135!SPC ID E     -   0.99970770  x   1.00003638  =   0.99974407
 DH7135
 DH7135                          SUPERSEDED SURVEY CONTROL
 DH7135
 DH7135.No superseded survey control is available for this station.
 DH7135
 DH7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP9112343681(NAD 83)
 DH7135_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7135
 DH7135                          STATION DESCRIPTION
 DH7135
 DH7135'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7135'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7135'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7135'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7135'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7135'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH7136 ***********************************************************************
 DH7136  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7136  DESIGNATION -  DRIGGS CORS L1 PHASE CENTER
 DH7136  CORS_ID     -  IDDR
 DH7136  PID         -  DH7136
 DH7136  STATE/COUNTY-  ID/TETON
 DH7136  USGS QUAD   -  DRIGGS (1978)
 DH7136
 DH7136                         *CURRENT SURVEY CONTROL
 DH7136  ___________________________________________________________________
 DH7136* NAD 83(CORS)-  43 44 46.00148(N)    111 06 36.92200(W)     ADJUSTED  
 DH7136* NAVD 88     -                                                        
 DH7136  ___________________________________________________________________
 DH7136  EPOCH DATE  -        2002.00
 DH7136  X           -  -1,662,650.950 (meters)                     COMP
 DH7136  Y           -  -4,306,565.229 (meters)                     COMP
 DH7136  Z           -   4,389,045.420 (meters)                     COMP
 DH7136  ELLIP HEIGHT-        1864.69  (meters)          (11/??/05) GPS OBS
 DH7136  GEOID HEIGHT-          -9.80  (meters)                     GEOID03
 DH7136
 DH7136  HORZ ORDER  -  SPECIAL (CORS)
 DH7136  ELLP ORDER  -  SPECIAL (CORS)
 DH7136
 DH7136.ITRF positions are available for this station.
 DH7136.The coordinates were established by GPS observations
 DH7136.and adjusted by the National Geodetic Survey in November 2005..
 DH7136.The coordinates are valid at the epoch date displayed above.
 DH7136.The epoch date for horizontal control is a decimal equivalence
 DH7136.of Year/Month/Day.
 DH7136
 DH7136
 DH7136.The PID for the CORS ARP is DH7135.
 DH7136
 DH7136.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7136
 DH7136.The ellipsoidal height was determined by GPS observations
 DH7136.and is referenced to NAD 83.
 DH7136
 DH7136.The geoid height was determined by GEOID03.
 DH7136
 DH7136;                    North         East     Units Scale Factor Converg.
 DH7136;SPC ID E     -   231,529.615   285,086.887   MT  1.00003638   +0 43 49.8
 DH7136
 DH7136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7136!SPC ID E     -   0.99970768  x   1.00003638  =   0.99974405
 DH7136
 DH7136                          SUPERSEDED SURVEY CONTROL
 DH7136
 DH7136.No superseded survey control is available for this station.
 DH7136
 DH7136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP9112343681(NAD 83)
 DH7136_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7136
 DH7136                          STATION DESCRIPTION
 DH7136
 DH7136'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7136'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7136'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7136'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7136'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7136'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1853 ***********************************************************************
 RZ1853  DESIGNATION -  DRILL
 RZ1853  PID         -  RZ1853
 RZ1853  STATE/COUNTY-  ID/NEZ PERCE
 RZ1853  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ1853
 RZ1853                         *CURRENT SURVEY CONTROL
 RZ1853  ___________________________________________________________________
 RZ1853* NAD 83(1992)-  46 27 52.10140(N)    116 53 11.20230(W)     ADJUSTED  
 RZ1853* NAVD 88     -       742.2    (meters)    2435.     (feet)  VERTCON   
 RZ1853  ___________________________________________________________________
 RZ1853  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 RZ1853  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 RZ1853
 RZ1853  HORZ ORDER  -  SECOND
 RZ1853
 RZ1853.The horizontal coordinates were established by classical geodetic methods
 RZ1853.and adjusted by the National Geodetic Survey in July 1992..
 RZ1853
 RZ1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1853
 RZ1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1853
 RZ1853.The geoid height was determined by GEOID03.
 RZ1853
 RZ1853;                    North         East     Units Scale Factor Converg.
 RZ1853;SPC ID W     -   533,693.303   712,712.829   MT  1.00002695   -0 49 26.1
 RZ1853;SPC WA S     -   132,081.995   777,446.297   MT  0.99991680   +2 37 29.5
 RZ1853;SPC WA S     -   433,339.01  2,550,671.73   sFT  0.99991680   +2 37 29.5
 RZ1853;UTM  11      - 5,145,661.954   508,718.956   MT  0.99960093   +0 04 56.4
 RZ1853
 RZ1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1853!SPC ID W     -   0.99988651  x   1.00002695  =   0.99991345
 RZ1853!SPC WA S     -   0.99988651  x   0.99991680  =   0.99980332
 RZ1853!UTM  11      -   0.99988651  x   0.99960093  =   0.99948748
 RZ1853
 RZ1853|---------------------------------------------------------------------|
 RZ1853| PID    Reference Object                     Distance      Geod. Az  |
 RZ1853|                                                           dddmmss.s |
 RZ1853| CH7246 DRILL RM 1                           11.511 METERS 08257     |
 RZ1853| CH7248 DRILL RM 3                           10.407 METERS 08925     |
 RZ1853| CH7247 DRILL RM 2                            5.663 METERS 15328     |
 RZ1853| RZ1839 VOR LEWISTON LWS                    APPROX. 9.3 KM 1715716.9 |
 RZ1853| RZ1855 LEWISTON RAD STA KRLC S TWR         APPROX.11.4 KM 2250828.8 |
 RZ1853| RZ1856 LEWISTON RAD STA KRLC N TWR         APPROX.11.4 KM 2253850.9 |
 RZ1853| RZ1587 CLARKSTON TV STATION KLEW MAST      APPROX.16.4 KM 2671724.8 |
 RZ1853| CH7245 DRILL AZ MK                                        3020805.7 |
 RZ1853|---------------------------------------------------------------------|
 RZ1853
 RZ1853                          SUPERSEDED SURVEY CONTROL
 RZ1853
 RZ1853  NAD 83(1991)-  46 27 52.10398(N)    116 53 11.20137(W) AD(       ) 2
 RZ1853  NAD 83(1986)-  46 27 52.10720(N)    116 53 11.19716(W) AD(       ) 2
 RZ1853  NAD 27      -  46 27 52.51600(N)    116 53 07.64380(W) AD(       ) 2
 RZ1853  NGVD 29 (07/19/86)  741.2    (m)         2432.     (f) VERT ANG       
 RZ1853
 RZ1853.Superseded values are not recommended for survey control.
 RZ1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1853.See file dsdata.txt to determine how the superseded data were derived.
 RZ1853
 RZ1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0871945662(NAD 83)
 RZ1853_MARKER: DD = SURVEY DISK
 RZ1853_SETTING: 80 = SET IN A BOULDER
 RZ1853_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RZ1853
 RZ1853  HISTORY     - Date     Condition        Report By
 RZ1853  HISTORY     - 1957     MONUMENTED       USGS
 RZ1853  HISTORY     - 1959     GOOD             CGS
 RZ1853  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RZ1853  HISTORY     - 1977     GOOD             NOS
 RZ1853
 RZ1853                          STATION DESCRIPTION
 RZ1853
 RZ1853'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1853'LOCATED ABOUT 6.0 MI ENE. OF LEWISTON.  ON HILL OVERLOOKING
 RZ1853'CLEARWATER RIVER.
 RZ1853'
 RZ1853'TO REACH FROM LEWISTON POST OFFICE, DRIVE N. ONE BLOCK TO MAIN
 RZ1853'STREET.  THENCE E. AND N. ON MAIN STREET CROSSING BRIDGE OVER
 RZ1853'CLEARWATER RIVER 1.6 MI TO JCT. WITH U.S. HWY. 95.  THENCE 2.5 MI
 RZ1853'E. ON U.S. HWY. 95 TO DAM ACROSS RIVER.  TURN N. AWAY FROM DAM
 RZ1853'THEN IMMEDIATELY E. 4.6 MI UP OLD GENESEE RD. TO FARM RD. RIGHT.
 RZ1853'FOLLOW FARM RD. 0.4 MI TO FARMHOUSE.  DRIVE SE. ACROSS FIELDS
 RZ1853'ABOUT 0.3 MI TO POINT OVERLOOKING CLEARWATER RIVER AND STATION
 RZ1853'ABOUT 15 FT S. OF EDGE OF WHEAT FIELD.
 RZ1853'
 RZ1853'STATION MARK--STANDARD TABLET STAMPED---DRILL 1957---, CEMENTED IN
 RZ1853'DRILL HOLE IN 2X2X2-1/2 FT ROCK SET IN GROUND.
 RZ1853'
 RZ1853'RM 1--STANDARD RM TABLET STAMPED---RM 1 1957---, CEMENTED IN DRILL
 RZ1853'HOLE IN 2X2X2-1/2 FT ROCK SET IN GROUND.
 RZ1853'
 RZ1853'RM 2--STANDARD RM TABLET STAMPED---RM 2 1957---, CEMENTED IN DRILL
 RZ1853'HOLE IN 2X2X2-FT ROCK SET IN GROUND.
 RZ1853
 RZ1853                          STATION RECOVERY (1959)
 RZ1853
 RZ1853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1853'STATION IS LOCATED ABOUT 6-1/2 MILES EAST AND 1-3/4 MILES
 RZ1853'NORTH OF LEWISTON, 3-1/2 MILES WEST AND 1 MILE NORTH OF SPALDING
 RZ1853'JUNCTION (JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 9)
 RZ1853'AND 1-1/4 MILES NORTH-NORTHWEST OF U.S. HIGHWAY 95, ON A
 RZ1853'PROMINENT RIDGE OVERLOOKING THE CLEARWATER RIVER.
 RZ1853'
 RZ1853'REACHED FROM THE NORTH END OF THE CLEARWATER RIVER BRIDGE IN
 RZ1853'NORTH LEWISTON, BY GOING EASTERLY ON U.S. HIGHWAY 410 FOR
 RZ1853'0.3 MILE TO JUNCTION OF U.S. HIGHWAY 95, CONTINUE EASTERLY
 RZ1853'ON U.S. HIGHWAY 95 FOR 2.5 MILES TO THE NORTH END OF A DAM
 RZ1853'ACROSS THE CLEARWATER RIVER, TURN LEFT, NORTH THEN EAST AND
 RZ1853'NORTHEAST, ON GRAVEL ROAD FOR 4.5 MILES TO SIDE ROAD RIGHT
 RZ1853'AND OLD BARN IN THE NORTHEAST ANGLE OF INTERSECTION, TURN
 RZ1853'RIGHT AND FOLLOW GRAVEL ROAD EASTERLY FOR 0.4 MILE TO END OF
 RZ1853'ROAD AT FARM HOUSE.  FROM THE FARM HOUSE THE STATION LIES
 RZ1853'SOUTHEAST ON THE HIGHEST POINT OF RIDGE.  FROM END OF TRUCK
 RZ1853'TRAVEL PACK SOUTHEAST ACROSS CULTIVATED FIELD FOR ABOUT 1/2
 RZ1853'MILE TO TOP OF RIDGE AND STATION.  DURING THE TIME THAT
 RZ1853'THE FIELD IS NOT IN CULTIVATION IT WILL BE POSSIBLE TO
 RZ1853'DRIVE TO THE STATION BY PICKING WAY AROUND THE WEST SIDE
 RZ1853'OF A BARN THEN EASTERLY TO TOP OF RIDGE.
 RZ1853'
 RZ1853'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 RZ1853'STAMPED DRILL 1957, CEMENTED IN A DRILL HOLE IN A 1 FT X 1 FT
 RZ1853'BOULDER PROJECTING 5 INCHES.  IT IS 203 FEET NORTH OF A WIRE
 RZ1853'FENCE AND 12 FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED
 RZ1853'FIELD.
 RZ1853'
 RZ1853'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 RZ1853'DISK, NOT STAMPED, CEMENTED IN A DRILL HOLE IN A 1 FOOT BY
 RZ1853'2 FOOT BOULDER FLUSH WITH THE GROUND SURFACE.  IT IS 210 FEET
 RZ1853'NORTH OF THE WIRE FENCE AND 5 FEET SOUTH OF THE SOUTH EDGE
 RZ1853'OF THE CULTIVATED FIELD.
 RZ1853'
 RZ1853'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 RZ1853'DISK, NOT STAMPED, CEMENTED IN A DRILL HOLE IN A 1 FOOT BY
 RZ1853'1 FOOT BOULDER FLUSH WITH THE GROUND SURFACE.  IT IS 186
 RZ1853'FEET NORTH OF THE WIRE FENCE AND 29 FEET SOUTH OF THE SOUTHEDGE
 RZ1853'OF THE CULTIVATED FIELD.
 RZ1853'
 RZ1853'THE AZIMUTH MARK IS LOCATED NEAR THE FARM HOUSE AT THE END
 RZ1853'OF TRUCK TRAVEL.  IT IS A STANDARD DISK, STAMPED DRILL (USGS)
 RZ1853'1959, CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 1 FOOT BOULDER
 RZ1853'FLUSH WITH THE GROUND SURFACE.  IT IS 98 FEET SOUTH OF A
 RZ1853'POWER LINE TRANSFORMER POLE, 84 FEET WEST OF THE SOUTHWEST
 RZ1853'CORNER OF A BARN, 47 FEET NORTH OF THE NORTHEAST CORNER OF THE
 RZ1853'FARM HOUSE AND 2 FEET NORTH-NORTHEAST OF A POWER LINE METER
 RZ1853'POLE.
 RZ1853
 RZ1853                          STATION RECOVERY (1970)
 RZ1853
 RZ1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (BPA)
 RZ1853'REACHED BY HELICOPTER.  STATION PROPER FOUND IN GOOD CONDITION.
 RZ1853'DID NOT SEARCH FOR R.M.S OR AZIMUTH MARK.
 RZ1853
 RZ1853                          STATION RECOVERY (1977)
 RZ1853
 RZ1853'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 RZ1853'THE STATION AND REFERENCED MARK 2 WERE RECOVERED IN GOOD
 RZ1853'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR
 RZ1853'BUT IT WAS NOT FOUND.  IT MAY HAVE BEEN LOST DURING DITCHING
 RZ1853'FOR AN UNDERGROUND TELEPHONE LINE.  REFERENCE MARK 1 HAS BEEN
 RZ1853'HIT BY FARM MACHINERY AND THE BOULDER CONTAINING THE DISK HAS
 RZ1853'MOVED.  IT IS NOW REFERED TO AS REFERENCE MARK 3.
 RZ1853'
 RZ1853'REFERENCE MARK 3 IS AN UNSTAMPED US GEOLOGICAL SURVEY REFERENCE
 RZ1853'MARK DISK CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 2 FOOT
 RZ1853'BOULDER PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND.
 RZ1853'THE ARROW ON THE DISK POINTS IN A SOUTHERLY DIRECTION AND
 RZ1853'NOT WESTWARD TOWARD THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB3820 ***********************************************************************
 AB3820  CBN         -  This is a Cooperative Base Network Control Station.
 AB3820  DESIGNATION -  DRUFF GPS
 AB3820  PID         -  AB3820
 AB3820  STATE/COUNTY-  ID/ONEIDA
 AB3820  USGS QUAD   -  HENDERSON CREEK (1984)
 AB3820
 AB3820                         *CURRENT SURVEY CONTROL
 AB3820  ___________________________________________________________________
 AB3820* NAD 83(1999)-  42 02 09.31556(N)    112 12 45.10515(W)     ADJUSTED  
 AB3820* NAVD 88     -      1373.614  (meters)    4506.60   (feet)  ADJUSTED  
 AB3820  ___________________________________________________________________
 AB3820  X           -  -1,793,942.864 (meters)                     COMP
 AB3820  Y           -  -4,393,176.425 (meters)                     COMP
 AB3820  Z           -   4,249,478.095 (meters)                     COMP
 AB3820  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 AB3820  ELLIP HEIGHT-        1359.09  (meters)          (09/01/00) GPS OBS
 AB3820  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 AB3820  DYNAMIC HT  -        1372.693 (meters)    4503.58  (feet)  COMP
 AB3820  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 AB3820
 AB3820  HORZ ORDER  -  A
 AB3820  VERT ORDER  -  SECOND    CLASS II
 AB3820  ELLP ORDER  -  THIRD     CLASS I
 AB3820
 AB3820.The horizontal coordinates were established by GPS observations
 AB3820.and adjusted by the National Geodetic Survey in September 2000..
 AB3820.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AB3820.DATUM ITEM on the data sheet items page.
 AB3820
 AB3820.The orthometric height was determined by differential leveling
 AB3820.and adjusted by the National Geodetic Survey in October 1997..
 AB3820.WARNING-GPS observations at this control monument resulted in a GPS
 AB3820.derived orthometric height which differed from the leveled height by
 AB3820.more than one decimeter (0.1 meter).
 AB3820
 AB3820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3820
 AB3820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3820
 AB3820.The ellipsoidal height was determined by GPS observations
 AB3820.and is referenced to NAD 83.
 AB3820
 AB3820.The geoid height was determined by GEOID03.
 AB3820
 AB3820.The dynamic height is computed by dividing the NAVD 88
 AB3820.geopotential number by the normal gravity value computed on the
 AB3820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3820.degrees latitude (g = 980.6199 gals.).
 AB3820
 AB3820.The modeled gravity was interpolated from observed gravity values.
 AB3820
 AB3820;                    North         East     Units Scale Factor Converg.
 AB3820;SPC ID E     -    41,012.083   196,202.591   MT  0.99994755   -0 01 50.6
 AB3820;UTM  12      - 4,654,475.653   399,636.923   MT  0.99972394   -0 48 43.1
 AB3820
 AB3820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3820!SPC ID E     -   0.99978688  x   0.99994755  =   0.99973445
 AB3820!UTM  12      -   0.99978688  x   0.99972394  =   0.99951088
 AB3820
 AB3820                          SUPERSEDED SURVEY CONTROL
 AB3820
 AB3820  NAD 83(1992)-  42 02 09.31508(N)    112 12 45.10385(W) AD(       ) B
 AB3820  ELLIP H (01/22/97) 1359.15   (m)                       GP(       ) 4 1
 AB3820  NAVD 88 (01/29/98) 1373.61   (m)         4506.6    (f) LEVELING    3  
 AB3820
 AB3820.Superseded values are not recommended for survey control.
 AB3820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3820.See file dsdata.txt to determine how the superseded data were derived.
 AB3820
 AB3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9963754476(NAD 83)
 AB3820_MARKER: I = METAL ROD
 AB3820_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3820_STAMPING: DRUFF GPS 1995
 AB3820_MARK LOGO: NGS   
 AB3820_PROJECTION: FLUSH
 AB3820_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3820+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2004
 AB3820_ROD/PIPE-DEPTH: 9.1  meters
 AB3820_SLEEVE-DEPTH  : 0.9 meters
 AB3820
 AB3820  HISTORY     - Date     Condition        Report By
 AB3820  HISTORY     - 1995     MONUMENTED       NGS
 AB3820  HISTORY     - 19990614 GOOD             JUBENG
 AB3820  HISTORY     - 20041003 GOOD             DJC
 AB3820
 AB3820                          STATION DESCRIPTION
 AB3820
 AB3820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AB3820'STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTH OF THE IDAHO-UTAH
 AB3820'STATE LINE ON THE WEST SIDE OF INTERSTATE 15 AT THE WOODRUFF-SAMARIA
 AB3820'INTERCHANGE EXIT 3.  OWNERSHIP--INTERSTATE RIGHT-OF-WAY. REACHED FROM
 AB3820'INTERSTATE 15 (EXIT 13) AT MALAD CITY.  GO SOUTH ON INTERSTATE 15 FOR
 AB3820'25.0 KM (15.55 MI) TO EXIT 3 AND THE WOODRUFF-SAMARIA INTERCHANGE.
 AB3820'TAKE THE OFF-RAMP FOR 0.57 KM (0.35 MI) TO A STOP SIGN AND A CATTLE
 AB3820'GUARD.  CONTINUE AHEAD FOR 0.06 KM (0.05 MI) CROSSING ANOTHER CATTLE
 AB3820'GUARD AT THE SOUTH BOUND ON-RAMP AND STATION THE THE RIGHT ABOUT 3.0 M
 AB3820'(9.8 FT) ABOVE THE ROAD. 24.3 M (79.7 FT) (SLOPE) SOUTHWEST OF THE
 AB3820'APPROXIMATE CENTER OF THE ON-RAMP, 25.1 M (82.3 FT) (SLOPE) SOUTH OF
 AB3820'THE SOUTHWEST CORNER OF THE CATTLE GUARD, 5.0 M (16.4 FT) NORTHEAST OF
 AB3820'THE RIGHT-OF-WAY FENCE AND SET BETWEEN TWO WITNESS POSTS, 0.7 M (2.3
 AB3820'FT) NORTHEAST OF A FIBERGLASS WITNESS POST AND 0.6 M (2.0 FT) WEST OF
 AB3820'A FIBERGLASS WITNESS POST, A STAINLESS STEEL ROD DRIVEN TO ANCHORED
 AB3820'REFUSAL AT 9.1 M (29.9 FT) WITH A PUNCH HOLE IN THE TOP AND INSIDE A
 AB3820'0.9 M (3.0 FT) FOOD GRADE GREESE FILLED SLEEVE. ACCCESS TO MARK IS HAD
 AB3820'THRU A 5-INCH LOGO CAP.
 AB3820
 AB3820                          STATION RECOVERY (1999)
 AB3820
 AB3820'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 1999 (RH)
 AB3820'RECOVERED AS DESCRIBED.
 AB3820
 AB3820                          STATION RECOVERY (2004)
 AB3820
 AB3820'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 AB3820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0660 ***********************************************************************
 OX0660  DESIGNATION -  DRUMMOND SCHOOL CUPOLA
 OX0660  PID         -  OX0660
 OX0660  STATE/COUNTY-  ID/FREMONT
 OX0660  USGS QUAD   -  DRUMMOND (1965)
 OX0660
 OX0660                         *CURRENT SURVEY CONTROL
 OX0660  ___________________________________________________________________
 OX0660* NAD 83(1992)-  43 59 51.92939(N)    111 20 45.41184(W)     ADJUSTED  
 OX0660* NAVD 88     -                                                        
 OX0660  ___________________________________________________________________
 OX0660  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 OX0660  GEOID HEIGHT-         -10.31  (meters)                     GEOID03
 OX0660
 OX0660  HORZ ORDER  -  THIRD
 OX0660
 OX0660.The horizontal coordinates were established by classical geodetic methods
 OX0660.and adjusted by the National Geodetic Survey in July 1992..
 OX0660
 OX0660
 OX0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0660
 OX0660.The geoid height was determined by GEOID03.
 OX0660
 OX0660;                    North         East     Units Scale Factor Converg.
 OX0660;SPC ID E     -   259,273.612   265,825.838   MT  1.00000064   +0 34 12.4
 OX0660;UTM  12      - 4,871,682.012   472,262.898   MT  0.99960946   -0 14 25.1
 OX0660
 OX0660                          SUPERSEDED SURVEY CONTROL
 OX0660
 OX0660  NAD 83(1986)-  43 59 51.92729(N)    111 20 45.39177(W) AD(       ) 4
 OX0660  NAD 27      -  43 59 52.23400(N)    111 20 42.56400(W) AD(       ) 3
 OX0660
 OX0660.Superseded values are not recommended for survey control.
 OX0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0660.See file dsdata.txt to determine how the superseded data were derived.
 OX0660
 OX0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7226371682(NAD 83)
 OX0660_MARKER: 86 = CUPOLA
 OX0660
 OX0660  HISTORY     - Date     Condition        Report By
 OX0660  HISTORY     - 1946     FIRST OBSERVED   CGS
 OX0660
 OX0660                          STATION DESCRIPTION
 OX0660
 OX0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0660'THE TIP OF THE POINTED ROOF AT THE BASE OF THE VERTICAL POLE
 OX0660'ON TOP OF THE SQUARE CUPOLA ON THE ROOF OF THE 3 STORY BRICK
 OX0660'SCHOOL HOUSE AT DRUMMOND, IDAHO.  THE SCHOOL IS SURROUNDED BY
 OX0660'A LARGE YARD AND VACANT LOTS AND IS ON THE SOUTHWEST EDGE OF
 OX0660'THE SMALL SETTLEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0133 ***********************************************************************
 PZ0133  DESIGNATION -  DRY
 PZ0133  PID         -  PZ0133
 PZ0133  STATE/COUNTY-  ID/CLARK
 PZ0133  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0133
 PZ0133                         *CURRENT SURVEY CONTROL
 PZ0133  ___________________________________________________________________
 PZ0133* NAD 83(1992)-  44 19 02.90360(N)    112 11 38.70581(W)     ADJUSTED  
 PZ0133* NAVD 88     -      1747.992  (meters)    5734.87   (feet)  ADJUSTED  
 PZ0133  ___________________________________________________________________
 PZ0133  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 PZ0133  GEOID HEIGHT-         -10.33  (meters)                     GEOID03
 PZ0133  DYNAMIC HT  -        1747.082 (meters)    5731.88  (feet)  COMP
 PZ0133  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 PZ0133
 PZ0133  HORZ ORDER  -  SECOND
 PZ0133  VERT ORDER  -  FIRST     CLASS II
 PZ0133
 PZ0133.The horizontal coordinates were established by classical geodetic methods
 PZ0133.and adjusted by the National Geodetic Survey in July 1992..
 PZ0133
 PZ0133.The orthometric height was determined by differential leveling
 PZ0133.and adjusted by the National Geodetic Survey in June 1991..
 PZ0133
 PZ0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0133
 PZ0133.The geoid height was determined by GEOID03.
 PZ0133
 PZ0133.The dynamic height is computed by dividing the NAVD 88
 PZ0133.geopotential number by the normal gravity value computed on the
 PZ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0133.degrees latitude (g = 980.6199 gals.).
 PZ0133
 PZ0133.The modeled gravity was interpolated from observed gravity values.
 PZ0133
 PZ0133;                    North         East     Units Scale Factor Converg.
 PZ0133;SPC ID E     -   294,469.852   197,812.759   MT  0.99994743   -0 01 09.0
 PZ0133;UTM  12      - 4,907,828.151   404,777.082   MT  0.99971151   -0 50 03.4
 PZ0133
 PZ0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0133!SPC ID E     -   0.99972761  x   0.99994743  =   0.99967505
 PZ0133!UTM  12      -   0.99972761  x   0.99971151  =   0.99943920
 PZ0133
 PZ0133:                Primary Azimuth Mark                     Grid Az
 PZ0133:SPC ID E     -  VOLCO                                    125 24 03.1
 PZ0133:UTM  12      -  VOLCO                                    126 12 57.5
 PZ0133
 PZ0133|---------------------------------------------------------------------|
 PZ0133| PID    Reference Object                     Distance      Geod. Az  |
 PZ0133|                                                           dddmmss.s |
 PZ0133| PZ0642 VOLCO                               APPROX. 4.0 KM 1252254.1 |
 PZ0133| PZ0649 T11 12N R36E SECS 2 3 34 35           5.112 METERS 23427     |
 PZ0133| PZ0134 DRY RM 1                             13.129 METERS 30936     |
 PZ0133|---------------------------------------------------------------------|
 PZ0133
 PZ0133                          SUPERSEDED SURVEY CONTROL
 PZ0133
 PZ0133  NAD 83(1986)-  44 19 02.90275(N)    112 11 38.69493(W) AD(       ) 2
 PZ0133  NAD 27      -  44 19 03.22250(N)    112 11 35.73220(W) AD(       ) 2
 PZ0133  NGVD 29 (??/??/92) 1746.793  (m)         5730.94   (f) ADJ UNCH    1 2
 PZ0133
 PZ0133.Superseded values are not recommended for survey control.
 PZ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0133.See file dsdata.txt to determine how the superseded data were derived.
 PZ0133
 PZ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0477707828(NAD 83)
 PZ0133_MARKER: DS = TRIANGULATION STATION DISK
 PZ0133_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0133_SP_SET: LAVA OUTCROP
 PZ0133_STAMPING: DRY 1959
 PZ0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0133+STABILITY: POSITION/ELEVATION WELL
 PZ0133
 PZ0133  HISTORY     - Date     Condition        Report By
 PZ0133  HISTORY     - 1959     MONUMENTED       CGS
 PZ0133  HISTORY     - 1967     GOOD             CGS
 PZ0133  HISTORY     - 1967     GOOD             NGS
 PZ0133
 PZ0133                          STATION DESCRIPTION
 PZ0133
 PZ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0133'THE STATION IS ABOUT 10-3/4 MILES NORTH OF DUBOIS, 3-3/4
 PZ0133'MILES SOUTH OF SPENCER AND IN A FLAT SAGE COVERED AREA WHICH IS
 PZ0133'AT THE MOUTH OF WEST DRY CREEK.
 PZ0133'
 PZ0133'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 22 AND U.S. HIGHWAY
 PZ0133'91, 0.8 MILE WEST OF DUBOIS, GO NORTHERLY ON U.S. HIGHWAY
 PZ0133'91 FOR 5.1 TO THE ROAD LEADING TO THE U.S. SHEEP EXPERIMENT
 PZ0133'STATION.  CONTINUE NORTHERLY ON THE HIGHWAY 5.1 MILES TO A
 PZ0133'ROAD LEADING TO WEST DRY CREEK.  CONTINUE NORTHERLY ON THE
 PZ0133'HIGHWAY 0.6 MILE TO A VERY DIM TRACK ROAD ON THE RIGHT.  TURN
 PZ0133'RIGHT, EAST, AND GO 0.1 MILE TO THE STATION.
 PZ0133'
 PZ0133'THE STATION MARK, STAMPED DRY 1959, IS A STANDARD DISK SET
 PZ0133'IN A DRILL HOLE IN BEDROCK AND PROJECTS 6 INCHES.
 PZ0133'
 PZ0133'REFERENCE MARK NO. 1, STAMPED DRY NO 1 1959, IS A STANDARD
 PZ0133'DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING 12 INCHES
 PZ0133'AND IS ABOUT LEVEL WITH THE STATION.
 PZ0133'
 PZ0133'THE SECTION CORNER, STAMPED T12N R36E S34 S35 S3 S2 T11N R36E 1914,
 PZ0133'IS A BRASS CAP RIVETED TO THE TOP OF A 3 INCH IRON PIPE
 PZ0133'PROJECTING 18 INCHES AND WAS ESTABLISHED BY THE GENERAL LAND
 PZ0133'OFFICE.
 PZ0133
 PZ0133                          STATION RECOVERY (1967)
 PZ0133
 PZ0133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0133'THE STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION AND
 PZ0133'LEVELED OVER.
 PZ0133'
 PZ0133'TO REACH FROM THE SCHOOL AT SPENCER, GO 3.3 MILES SOUTH
 PZ0133'ALONG U.S. HIGHWAY 91 AND INTERSTATE HIGHWAY 15, THENCE 0.25
 PZ0133'MILE ACROSS COUNTRY.
 PZ0133'
 PZ0133'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0133'ABOUT 0.15 MILE NORTHWEST OF A TELEPHONE LINE, 74 FEET NORTHEAST
 PZ0133'OF A SMALL BUSHY TREE, IN THE TOP OF A LAVA OUTCROP PROJECTING
 PZ0133'ABOUT 1 FOOT, 4.8 FEET WEST OF A WITNESS POST, 16.77 FEET
 PZ0133'NORTHEAST OF SECTION CORNER MARK T12N T11N R36E S34 S35 S3 S2.
 PZ0133'
 PZ0133'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED DRY NO 1 1959.
 PZ0133'43.08 FEET WEST-NORTHWEST OF THE STATION, 48.3 FEET WEST OF
 PZ0133'A WITNESS POST, IN THE TOP OF A LAVA BOULDER PROJECTING ABOUT
 PZ0133'1 FOOT ABOVE THE GROUND.
 PZ0133'
 PZ0133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 PZ0133'MILES SOUTH OF SPENCER
 PZ0133
 PZ0133                          STATION RECOVERY (1967)
 PZ0133
 PZ0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0133'3.55 MI S FROM SPENCER.
 PZ0133'3.3 MILES SOUTH ALONG U.S. HIGHWAY 91 AND INTERSTATE HIGHWAY 15 FROM
 PZ0133'THE SCHOOL AT SPENCER, THENCE 0.25 MILE NORTHWET ACROSS COUNTRY, ABOUT
 PZ0133'0.35 MILE NORTHWEST ACROSS THE RAILROAD AND FREEWAY FROM RAILROAD
 PZ0133'MILEPOLE 245, ABOUT 0.1 MILE SOUTHEAST OF AN ASPHALT ROAD (FORMER
 PZ0133'PORTION OF HIGHWAY), ABOUT 0.15 MILE NORTHWEST OF A TELEPHONE LINE, ON
 PZ0133'TOP OF A FLAT AREA, AT A SMALL GROUP OF LAVA BOULDERS, IN THE TOP OF A
 PZ0133'LAVA OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 74 FEET
 PZ0133'NORTHEAST OF A SMALL LONE BUSHY TREE, 16.77 FEET NORTHEAST OF SECTION
 PZ0133'CORNER MARK T12N T11N R36E S34 S35 S3 S2, 43.08 FEET EAST-SOUTHEAST OF
 PZ0133'R.M. 1, 4.8 FEET WEST OF A WITNESS POST, AND ABOUT LEVEL WITH R.M. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0544 ***********************************************************************
 NT0544  DESIGNATION -  DRY
 NT0544  PID         -  NT0544
 NT0544  STATE/COUNTY-  ID/BEAR LAKE
 NT0544  USGS QUAD   -  ST CHARLES (1969)
 NT0544
 NT0544                         *CURRENT SURVEY CONTROL
 NT0544  ___________________________________________________________________
 NT0544* NAD 83(1994)-  42 07 10.16423(N)    111 29 31.84655(W)     ADJUSTED  
 NT0544* NAVD 88     -      2419.0    (meters)    7936.     (feet)  VERTCON   
 NT0544  ___________________________________________________________________
 NT0544  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 NT0544  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 NT0544
 NT0544  HORZ ORDER  -  THIRD
 NT0544
 NT0544.The horizontal coordinates were established by classical geodetic methods
 NT0544.and adjusted by the National Geodetic Survey in November 1997..
 NT0544
 NT0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0544
 NT0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0544
 NT0544.The geoid height was determined by GEOID03.
 NT0544
 NT0544;                    North         East     Units Scale Factor Converg.
 NT0544;SPC ID E     -    50,513.176   255,774.297   MT  0.99998563   +0 27 08.6
 NT0544;UTM  12      - 4,663,160.407   459,315.151   MT  0.99962037   -0 19 48.4
 NT0544
 NT0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0544!SPC ID E     -   0.99962287  x   0.99998563  =   0.99960851
 NT0544!UTM  12      -   0.99962287  x   0.99962037  =   0.99924338
 NT0544
 NT0544:                Primary Azimuth Mark                     Grid Az
 NT0544:SPC ID E     -  CHARLES                                  086 49 42.4
 NT0544:UTM  12      -  CHARLES                                  087 36 39.4
 NT0544
 NT0544|---------------------------------------------------------------------|
 NT0544| PID    Reference Object                     Distance      Geod. Az  |
 NT0544|                                                           dddmmss.s |
 NT0544| NT0543 CHARLES                             APPROX. 9.0 KM 0871651.0 |
 NT0544|---------------------------------------------------------------------|
 NT0544
 NT0544                          SUPERSEDED SURVEY CONTROL
 NT0544
 NT0544  NAD 83(1992)-  42 07 10.16506(N)    111 29 31.84088(W) AD(       ) 3
 NT0544  NAD 83(1986)-  42 07 10.15951(N)    111 29 31.83928(W) AD(       ) 3
 NT0544  NAD 27      -  42 07 10.42235(N)    111 29 29.09091(W) AD(       ) 3
 NT0544  NGVD 29 (07/19/86) 2417.7    (m)         7932.     (f) VERT ANG       
 NT0544
 NT0544.Superseded values are not recommended for survey control.
 NT0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0544.See file dsdata.txt to determine how the superseded data were derived.
 NT0544
 NT0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM5931563160(NAD 83)
 NT0544_MARKER: DD = SURVEY DISK
 NT0544_SETTING: 80 = SET IN A BOULDER
 NT0544_SP_SET: PARTIALLY EXPOSED BOULDER
 NT0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0544+STABILITY: SURFACE MOTION
 NT0544
 NT0544  HISTORY     - Date     Condition        Report By
 NT0544  HISTORY     - 1966     MONUMENTED       USGS
 NT0544
 NT0544                          STATION DESCRIPTION
 NT0544
 NT0544'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NT0544'LOCATED ABOUT 6.5 MI. (AIRLINE) SW. OF BLOOMINGTON, ABOUT 5.1 MI. W.
 NT0544'OF ST. CHARLES, ON THE RIDGE DIVIDING ST. CHARLES CREEK AND DRY
 NT0544'CANYON, ON A SMALL FLAT IMMEDIATELY E. OF THE HIGHEST POINT OF TOP
 NT0544'AND ABOUT 15 FT. W. OF A SHARP DROP-OFF TO E.
 NT0544'
 NT0544'TO REACH FROM THE BLOOMINGTON POST OFFICE, DRIVE S. ON U.S. HIGHWAY
 NT0544'89 FOR 4.2 MI. AND RD. RIGHT, TAKE RIGHT FORK FOR 0.65 MI. TO Y-RD.,
 NT0544'TAKE RIGHT FORK PER SIGN --DRY CANYON-- FOR 5.7 MI. TO Y-RD. ON TOP,
 NT0544'TAKE LEFT FOR PER SIGN --STEWART FORK-- FOR 0.1 MI. TO DIM RD. FORK,
 NT0544'TAKE LEFT FORK PER SIGN --ST. CHARLES CANYON 4-- FOR 0.6 MI. TO
 NT0544'CLEAR, ROCKY SIDEHILL (E.) AND END OF TRUCK TRAVEL.  FROM THIS
 NT0544'POINT PACK E. TO SMALL FLAT E. OF HIGHEST POINT OF TOP AND STATION.
 NT0544'
 NT0544'STATION MARK--STANDARD TABLET STAMPED---DRY 1966--- SET IN A
 NT0544'NATURALLY EMBEDDED BOULDER.
 NT0544'
 NT0544'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER STAMPED---1--- CEMENTED
 NT0544'INTO LARGE FLAT OUTCROPPING, 45.48 FT. FROM STATION,
 NT0544'S 12 DEG 22 MIN W.
 NT0544'
 NT0544'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER STAMPED---2---
 NT0544'CEMENTED INTO A NATURALLY EMBEDDED BOULDER, 126.13 FT. FROM STATION
 NT0544'MARK, S 87 DEG 37 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0681 ***********************************************************************
 PZ0681  DESIGNATION -  DRY
 PZ0681  PID         -  PZ0681
 PZ0681  STATE/COUNTY-  ID/CLARK
 PZ0681  USGS QUAD   -  TEPEE DRAW (1987)
 PZ0681
 PZ0681                         *CURRENT SURVEY CONTROL
 PZ0681  ___________________________________________________________________
 PZ0681* NAD 83(1992)-  44 27 45.48075(N)    112 30 01.91216(W)     ADJUSTED  
 PZ0681* NAVD 88     -      2786.2    (meters)    9141.     (feet)  VERTCON   
 PZ0681  ___________________________________________________________________
 PZ0681  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 PZ0681  GEOID HEIGHT-         -10.06  (meters)                     GEOID03
 PZ0681
 PZ0681  HORZ ORDER  -  THIRD
 PZ0681
 PZ0681.The horizontal coordinates were established by classical geodetic methods
 PZ0681.and adjusted by the National Geodetic Survey in July 1992..
 PZ0681
 PZ0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0681
 PZ0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0681
 PZ0681.The geoid height was determined by GEOID03.
 PZ0681
 PZ0681;                    North         East     Units Scale Factor Converg.
 PZ0681;SPC ID E     -   310,653.050   173,432.346   MT  0.99995605   -0 14 01.9
 PZ0681;UTM  12      - 4,924,353.568   380,634.707   MT  0.99977522   -1 03 04.2
 PZ0681
 PZ0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0681!SPC ID E     -   0.99956491  x   0.99995605  =   0.99952098
 PZ0681!UTM  12      -   0.99956491  x   0.99977522  =   0.99934023
 PZ0681
 PZ0681|---------------------------------------------------------------------|
 PZ0681| PID    Reference Object                     Distance      Geod. Az  |
 PZ0681|                                                           dddmmss.s |
 PZ0681| CN3430 BOUNDARY POST 606 M AP 2 ID MT        1.768 METERS 02611     |
 PZ0681| CN3429 DRY RM 2                              4.209 METERS 08711     |
 PZ0681| PZ0687 LODGE                               APPROX.15.5 KM 1895600.2 |
 PZ0681| CN3428 DRY RM 1                              4.478 METERS 30320     |
 PZ0681|---------------------------------------------------------------------|
 PZ0681
 PZ0681                          SUPERSEDED SURVEY CONTROL
 PZ0681
 PZ0681  NAD 83(1986)-  44 27 45.47787(N)    112 30 01.90055(W) AD(       ) 3
 PZ0681  NAD 27      -  44 27 45.79359(N)    112 29 58.91492(W) AD(       ) 3
 PZ0681  NGVD 29 (07/19/86) 2784.7    (m)         9136.     (f) VERT ANG       
 PZ0681
 PZ0681.Superseded values are not recommended for survey control.
 PZ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0681.See file dsdata.txt to determine how the superseded data were derived.
 PZ0681
 PZ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ8063524354(NAD 83)
 PZ0681_MARKER: DD = SURVEY DISK
 PZ0681_SETTING: 80 = SET IN A BOULDER
 PZ0681_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PZ0681
 PZ0681  HISTORY     - Date     Condition        Report By
 PZ0681  HISTORY     - 1956     MONUMENTED       USGS
 PZ0681
 PZ0681                          STATION DESCRIPTION
 PZ0681
 PZ0681'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0681'LOCATED ABOUT 12 MI SSE. OF LIMA, MT, 10.5 MI SW. OF MONIDA, MT.
 PZ0681'ON ID/MT BORDER.
 PZ0681'
 PZ0681'TO REACH FROM DUBOIS, DRIVE 0.9 MI W. ON U.S. HWY. 91 TO STATE HWY.
 PZ0681'22.  TAKE STATE HWY. 22 5.9 MI TO RD. FORKS (MEDICINE LODGE RD.).
 PZ0681'TAKE RIGHT FORK 4.5 MI TO RD. FORKS AND TOWN SITE OF SMALL.  TAKE
 PZ0681'RIGHT FORK 19.1 MI TO RD. FORKS JUST AFTER CROSSING EDIE CREEK.
 PZ0681'TAKE RIGHT FORK UP SIDEHILL 1.8 MI TO RD. FORKS.  TAKE LEFT FORK
 PZ0681'0.5 MI TO RD. FORKS.  TAKE LEFT FORK UP EDIE CREEK 3.4 MI TO RD.
 PZ0681'FORKS.  TAKE RIGHT FORK UP SIDEHILL 1.2 MI TO SADDLE.  TURN LEFT
 PZ0681'(N.) FOLLOWING RIDGE LINE 3.8 MI TO ID-MT BORDER.  TURN RIGHT (E.)
 PZ0681'FOLLOWING DIVIDE 0.7 MI TO TOP OF GRASSY HILL AND STATION.  (FROM
 PZ0681'SADDLE ON, 4-WHEEL DRIVE VEHICLE IS NECESSARY.)
 PZ0681'
 PZ0681'STATION MARK--STANDARD TABLET STAMPED---DRY 1956,---CEMENTED IN
 PZ0681'DRILL HOLE IN EMBEDDED BOULDER.
 PZ0681'
 PZ0681'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 PZ0681'1956---, CEMENTED IN DRILL HOLE IN EMBEDDED BOULDER, 14.69 FT. FROM
 PZ0681'STATION MARK, N 56 DEG 39 MIN W.
 PZ0681'
 PZ0681'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PZ0681'1956---, CEMENTED IN DRILL HOLE IN EMBEDDED BOULDER, 13.81 FT. FROM
 PZ0681'STATION MARK, N 87 DEG 11 MIN E.
 PZ0681'
 PZ0681'REFERENCE MARK NO. 3--MONTANA-IDAHO BOUNDARY MONUMENT BRASS CAP
 PZ0681'STAMPED---2 AP 606 M---, ON 1-IN. IRON PIPE IN CAIRN, 5.80 FT. FROM
 PZ0681'STATION MARK, N 26 DEG 11 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1145 ***********************************************************************
 OH1145  DESIGNATION -  DRY
 OH1145  PID         -  OH1145
 OH1145  STATE/COUNTY-  ID/ADA
 OH1145  USGS QUAD   -  COYOTE BUTTE (1992)
 OH1145
 OH1145                         *CURRENT SURVEY CONTROL
 OH1145  ___________________________________________________________________
 OH1145* NAD 83(1992)-  43 22 26.28352(N)    116 15 37.28339(W)     ADJUSTED  
 OH1145* NAVD 88     -       898.5    (meters)    2948.     (feet)  VERTCON   
 OH1145  ___________________________________________________________________
 OH1145  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 OH1145  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 OH1145
 OH1145  HORZ ORDER  -  THIRD
 OH1145
 OH1145.The horizontal coordinates were established by classical geodetic methods
 OH1145.and adjusted by the National Geodetic Survey in July 1992..
 OH1145
 OH1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1145
 OH1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1145
 OH1145.The geoid height was determined by GEOID03.
 OH1145
 OH1145;                    North         East     Units Scale Factor Converg.
 OH1145;SPC ID W     -   189,766.665   758,641.032   MT  0.99995437   -0 21 01.8
 OH1145;UTM  11      - 4,802,610.248   559,920.312   MT  0.99964416   +0 30 28.7
 OH1145
 OH1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1145!SPC ID W     -   0.99986174  x   0.99995437  =   0.99981612
 OH1145!UTM  11      -   0.99986174  x   0.99964416  =   0.99950595
 OH1145
 OH1145:                Primary Azimuth Mark                     Grid Az
 OH1145:SPC ID W     -  Z 223                                    325 39 58.9
 OH1145:UTM  11      -  Z 223                                    324 48 28.4
 OH1145
 OH1145|---------------------------------------------------------------------|
 OH1145| PID    Reference Object                     Distance      Geod. Az  |
 OH1145|                                                           dddmmss.s |
 OH1145| OH0245 Z 223                               APPROX.10.3 KM 3251857.1 |
 OH1145|---------------------------------------------------------------------|
 OH1145
 OH1145                          SUPERSEDED SURVEY CONTROL
 OH1145
 OH1145  NAD 83(1986)-  43 22 26.28198(N)    116 15 37.28135(W) AD(       ) 3
 OH1145  NGVD 29 (01/23/89)  897.6    (m)         2945.     (f) VERT ANG       
 OH1145
 OH1145.Superseded values are not recommended for survey control.
 OH1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1145.See file dsdata.txt to determine how the superseded data were derived.
 OH1145
 OH1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5992002610(NAD 83)
 OH1145_MARKER: DD = SURVEY DISK
 OH1145_SETTING: 66 = SET IN ROCK OUTCROP
 OH1145_SP_SET: SET IN ROCK OUTCROP
 OH1145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH1145+STABILITY: POSITION/ELEVATION WELL
 OH1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1145+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 OH1145
 OH1145  HISTORY     - Date     Condition        Report By
 OH1145  HISTORY     - 1947     MONUMENTED       USGS
 OH1145  HISTORY     - 1956     GOOD             USGS
 OH1145  HISTORY     - 20060126 GOOD             ID0160
 OH1145
 OH1145                          STATION DESCRIPTION
 OH1145
 OH1145'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OH1145'LOCATED ABOUT 10.1 MI. NE. OF SWAN FALLS, 7.6 MI. SE. OF MORA AND 4.3
 OH1145'MI. SW. OWYHEE, ON N. END OF LOW BARREN RIDGE.
 OH1145'
 OH1145'TO REACH FROM MORA SCHOOL, DRIVE E. 6 MI. TO CROSSROADS, TURN RIGHT
 OH1145'(S.) 1 MI. TO A SECOND CROSSROADS, CONTINUE S. 1.4 MI. TO RAILROAD
 OH1145'CROSSING, CONTINUE 2.5 MI. TO RD. FORKS, TAKE RIGHT FORK AND FOLLOW
 OH1145'RD. W. 1.2 MI. TO DRY CREEK BED, CONTINUE 0.1 MI. TO CROSSROADS, GO
 OH1145'STRAIGHT AHEAD 0.5 MI. TO RD. FORKS, TAKE RIGHT FORK AND FOLLOW DIM
 OH1145'TRACK RD. 0.2 MI. TO TOP OF LOW RIDGE, TURN RIGHT 300 FT. (N.) TO
 OH1145'STATION.
 OH1145'
 OH1145'STATION MARK--STANDARD TABLET STAMPED---DRY 1947---, CEMENTED IN
 OH1145'SOLID ROCK OUTCROP.
 OH1145'
 OH1145'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OH1145'---NO 1---, CEMENTED IN SOLID ROCK OUTCROP, 41.30 FT. FROM STATION
 OH1145'MARK IN BEARING S 17 DEG. 34 MIN. W.
 OH1145'
 OH1145'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OH1145'---NO 2---, CEMENTED IN SOLID ROCK OUTCROP, 32.56 FT. FROM STATION
 OH1145'MARK IN BEARING N 50 DEG. 17 MIN. W.
 OH1145
 OH1145                          STATION RECOVERY (1956)
 OH1145
 OH1145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OH1145'LOCATED ABOUT 10.1 MI. NE. OF SWAN FALLS, 7.6 MI. SE. OF MORA AND 4.3
 OH1145'MI. SW. OWYHEE, ON N. END OF LOW BARREN RIDGE.
 OH1145'
 OH1145'TO REACH FROM MORA SCHOOL, DRIVE E. 6 MI. TO CROSSROADS, TURN RIGHT
 OH1145'(S.) 1 MI. TO A SECOND CROSSROADS, CONTINUE S. 1.4 MI. TO RAILROAD
 OH1145'CROSSING, CONTINUE 2.5 MI. TO RD. FORKS, TAKE RIGHT FORK AND FOLLOW
 OH1145'RD. W. 1.2 MI. TO DRY CREEKBED, CONTINUE 0.1 MI. TO CROSSROADS, GO
 OH1145'STRAIGHT AHEAD 0.5 MI. TO RD. FORKS, TAKE RIGHT FORK AND FOLLOW DIM
 OH1145'TRACK RD. 0.2 MI. TO TOP OF LOW RIDGE, TURN RIGHT 300 FT. (N.) TO
 OH1145'STATION.
 OH1145'
 OH1145'STATION MARK--STANDARD TABLET STAMPED---DRY 1947---, CEMENTED IN
 OH1145'SOLID ROCK OUTCROP.
 OH1145'
 OH1145'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---,
 OH1145'---NO 1---, CEMENTED IN SOLID ROCK OUTCROP, 41.30 FT. FROM STATION
 OH1145'MARK 17 DEGREES 34 MINUTES SW.
 OH1145'
 OH1145'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---,
 OH1145'---NO 2---, CEMENTED IN SOLID ROCK OUTCROP, 32.56 FT. FROM STATION
 OH1145'MARK 50 DEGREES 17 MINUTES NW.
 OH1145
 OH1145                          STATION RECOVERY (2006)
 OH1145
 OH1145'RECOVERY NOTE BY CITY OF BOISE IDAHO 2006 (GJW)
 OH1145'TO REACH FROM MORA SCHOOL, DRIVE E. 6 MI. TO CROSSROADS, TURN SOUTH 1
 OH1145'MI. TO A 2ND CROSSROADS, CONTINUE S. 1.4 MI. TO RAILROAD CROSSING,
 OH1145'CONTINUE 2.5 MI. TO RD. FORKS, TAKE RIGHT FORK W. 1.2 MI. TO DRY CREEK
 OH1145'BED, CONTINUE 0.1 MI TO CROSSROADS, GO STRAIGHT AHEAD 0.5 MI. TO RD.
 OH1145'FORKS, TAKE RIGHT FORK AND FOLLOW POWERLINE RD 0.2 MI. TO TOP OF LOW
 OH1145'RIDGE, TURN RIGHT 300 FT. TO STATION ON NORTHEAST TOP OF LOW RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1386 ***********************************************************************
 QB1386  DESIGNATION -  DRY BUCK LOH
 QB1386  PID         -  QB1386
 QB1386  STATE/COUNTY-  ID/BOISE
 QB1386  USGS QUAD   -  HIGH VALLEY (1985)
 QB1386
 QB1386                         *CURRENT SURVEY CONTROL
 QB1386  ___________________________________________________________________
 QB1386* NAD 83(1992)-  44 08 46.43665(N)    116 08 53.89379(W)     ADJUSTED  
 QB1386* NAVD 88     -      1984.7    (meters)    6511.     (feet)  VERTCON   
 QB1386  ___________________________________________________________________
 QB1386  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 QB1386  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 QB1386
 QB1386  HORZ ORDER  -  THIRD
 QB1386
 QB1386.The horizontal coordinates were established by classical geodetic methods
 QB1386.and adjusted by the National Geodetic Survey in July 1992..
 QB1386
 QB1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1386
 QB1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1386
 QB1386.The geoid height was determined by GEOID03.
 QB1386
 QB1386;                    North         East     Units Scale Factor Converg.
 QB1386;SPC ID W     -   275,516.039   768,134.251   MT  0.99994582   -0 16 38.7
 QB1386;UTM  11      - 4,888,467.386   568,116.126   MT  0.99965706   +0 35 35.6
 QB1386
 QB1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1386!SPC ID W     -   0.99969135  x   0.99994582  =   0.99963719
 QB1386!UTM  11      -   0.99969135  x   0.99965706  =   0.99934851
 QB1386
 QB1386                          SUPERSEDED SURVEY CONTROL
 QB1386
 QB1386  NAD 83(1990)-  44 08 46.43769(N)    116 08 53.89197(W) AD(       ) 3
 QB1386  NGVD 29 (10/01/91) 1983.6    (m)         6508.     (f) VERT ANG       
 QB1386
 QB1386.Superseded values are not recommended for survey control.
 QB1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1386.See file dsdata.txt to determine how the superseded data were derived.
 QB1386
 QB1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6811688467(NAD 83)
 QB1386_MARKER: 57 = LOOKOUT TOWER
 QB1386
 QB1386  HISTORY     - Date     Condition        Report By
 QB1386  HISTORY     - 1952     FIRST OBSERVED   USGS
 QB1386
 QB1386                          STATION DESCRIPTION
 QB1386
 QB1386'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QB1386'LOCATED ABOUT 5.0 MI. N. AND 2.0 MI. W. OF BANKS, ON HIGHEST POINT OF
 QB1386'DRY BUCK MOUNTAIN.
 QB1386'
 QB1386'TO REACH FROM SMITHS FERRY, DRIVE SE. ALONG GRADED DIRT RD. 8.6 MI. TO
 QB1386'HIGH VALLEY RANGER STATION, THENCE S. ALONG WELL MARKED RD. 6.4 MI. TO
 QB1386'TWO LOG CABINS AND END OF RD.  FOLLOW MARKED TRAIL E. 0.2 MI. TO
 QB1386'LOOKOUT HOUSE AND STATION.
 QB1386'
 QB1386'STATION MARK--CENTER OF DRY BUCK LOOKOUT HOUSE.
 QB1386'
 QB1386'REFERENCE MARK--COPPER NAIL AND WASHER CEMENTED IN CENTER OF ROCK
 QB1386'OUTCROP, 100.59 FT. FROM STATION MARK 78 DEGREES 22 MINUTES SW.
 QB1386'
 QB1386'EAVES OF L.O.H. 7.6 FT. (ABOVE TOP CONCRETE STEP AND FLOOR OF
 QB1386'LOOKOUT HOUSE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1368 ***********************************************************************
 RA1368  DESIGNATION -  DRY CREEK
 RA1368  PID         -  RA1368
 RA1368  STATE/COUNTY-  ID/IDAHO
 RA1368  USGS QUAD   -  WOLF CREEK (1963)
 RA1368
 RA1368                         *CURRENT SURVEY CONTROL
 RA1368  ___________________________________________________________________
 RA1368* NAD 83(1992)-  45 46 57.19314(N)    116 37 23.47706(W)     ADJUSTED  
 RA1368* NAVD 88     -       316.6    (meters)    1039.     (feet)  VERTCON   
 RA1368  ___________________________________________________________________
 RA1368  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 RA1368  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 RA1368
 RA1368  HORZ ORDER  -  SECOND
 RA1368
 RA1368.The horizontal coordinates were established by classical geodetic methods
 RA1368.and adjusted by the National Geodetic Survey in July 1992..
 RA1368
 RA1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1368
 RA1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1368
 RA1368.The geoid height was determined by GEOID03.
 RA1368
 RA1368;                    North         East     Units Scale Factor Converg.
 RA1368;SPC ID W     -   457,643.755   732,100.094   MT  0.99998999   -0 37 33.0
 RA1368;SPC OR N     -   242,358.099 2,801,354.697   MT  0.99995199   +2 44 57.8
 RA1368;SPC OR N     -   795,138.12  9,190,796.25   iFT  0.99995199   +2 44 57.8
 RA1368;UTM  11      - 5,069,957.205   529,291.498   MT  0.99961055   +0 16 12.2
 RA1368
 RA1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1368!SPC ID W     -   0.99995295  x   0.99998999  =   0.99994294
 RA1368!SPC OR N     -   0.99995295  x   0.99995199  =   0.99990494
 RA1368!UTM  11      -   0.99995295  x   0.99961055  =   0.99956351
 RA1368
 RA1368|---------------------------------------------------------------------|
 RA1368| PID    Reference Object                     Distance      Geod. Az  |
 RA1368|                                                           dddmmss.s |
 RA1368| CH7252 DRY CREEK RM 2                        8.429 METERS 08607     |
 RA1368| RA0157 T 300                               APPROX. 1.7 KM 0965751.9 |
 RA1368| CH7251 DRY CREEK RM 1                        4.018 METERS 33827     |
 RA1368|---------------------------------------------------------------------|
 RA1368
 RA1368                          SUPERSEDED SURVEY CONTROL
 RA1368
 RA1368  NAD 83(1991)-  45 46 57.19314(N)    116 37 23.47615(W) AD(       ) 2
 RA1368  NAD 83(1986)-  45 46 57.19404(N)    116 37 23.47567(W) AD(       ) 2
 RA1368  NAD 27      -  45 46 57.62382(N)    116 37 19.95507(W) AD(       ) 2
 RA1368  NGVD 29 (07/19/86)  315.5    (m)         1035.     (f) VERT ANG       
 RA1368
 RA1368.Superseded values are not recommended for survey control.
 RA1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1368.See file dsdata.txt to determine how the superseded data were derived.
 RA1368
 RA1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2929169957(NAD 83)
 RA1368_MARKER: Z = SEE DESCRIPTION
 RA1368_SETTING: 0 = UNSPECIFIED SETTING
 RA1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA1368+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 RA1368
 RA1368  HISTORY     - Date     Condition        Report By
 RA1368  HISTORY     - 1945     MONUMENTED       CGS
 RA1368  HISTORY     - 20050301 GOOD             JUBENG
 RA1368
 RA1368                          STATION DESCRIPTION
 RA1368
 RA1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1368'STATION IS LOCATED ABOUT 85 MILES S OF LEWISTON, ON THE E BANK
 RA1368'OF THE SNAKE RIVER, ABOUT 1/4 MILE NE OF DRY CREEK AND THE VAN
 RA1368'POOL RANCH BUILDINGS, AND ABOUT 50 YARDS SE OF A LARGE HAY
 RA1368'SHED.  IT IS ABOUT 50 YARDS N OF THE RIVER BANK AND ABOUT 75
 RA1368'FEET S OF HAYFIELD.
 RA1368'
 RA1368'STATION MARK IS A BRONZE DISK SET IN A 2- BY 2-FOOT BOULDER
 RA1368'PROJECTING ABOUT 1-1/2 FEET.  STAMPED DRY CR 1945.
 RA1368'
 RA1368'TO REACH FROM LEWISTON, GO S UP THE SNAKE RIVER BY BOAT FOR
 RA1368'ABOUT 85 MILES TO DRY CREEK AND THE VAN POOL RANCH AND STATION.
 RA1368'
 RA1368'REFERENCE MARK 1 IS A BRONZE DISK SET IN A 1-1/2- BY 2-FOOT
 RA1368'BOULDER PROJECTING ABOUT 4 INCHES AND IS ABOUT 6 INCHES HIGHER
 RA1368'THAN THE STATION.  STAMPED DRY CR NO 1 1945.
 RA1368'
 RA1368'REFERENCE MARK 2 IS A BRONZE DISK SET IN A 1-1/2- BY 2-FOOT
 RA1368'BOULDER PROJECTING ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 RA1368'AS STATION.  STAMPED DRY CR NO 2 1945.
 RA1368'
 RA1368'THE AZIMUTH MARK IS A BRONZE BENCH MARK SET IN AN OUTCROPPING
 RA1368'LEDGE, ON THE EDGE OF THE RIVER BANK, ABOUT 1 MILE E OF STATION,
 RA1368'AND 29.53 METERS SW OF THE NW CORNER OF A LARGE HAY SHED.  STAMPED
 RA1368'T 300 1945.
 RA1368
 RA1368                          STATION RECOVERY (2005)
 RA1368
 RA1368'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2005 (TRR)
 RA1368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1329 ***********************************************************************
 RA1329  DESIGNATION -  DRY DIGGINS
 RA1329  PID         -  RA1329
 RA1329  STATE/COUNTY-  ID/IDAHO
 RA1329  USGS QUAD   -  HE DEVIL (1995)
 RA1329
 RA1329                         *CURRENT SURVEY CONTROL
 RA1329  ___________________________________________________________________
 RA1329* NAD 83(1992)-  45 22 17.91972(N)    116 35 22.47644(W)     ADJUSTED  
 RA1329* NAVD 88     -      2387.4    (meters)    7833.     (feet)  VERTCON   
 RA1329  ___________________________________________________________________
 RA1329  LAPLACE CORR-          14.59  (seconds)                    DEFLEC99
 RA1329  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 RA1329
 RA1329  HORZ ORDER  -  FIRST
 RA1329
 RA1329.The horizontal coordinates were established by classical geodetic methods
 RA1329.and adjusted by the National Geodetic Survey in July 1992..
 RA1329
 RA1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1329
 RA1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1329
 RA1329.The geoid height was determined by GEOID03.
 RA1329
 RA1329;                    North         East     Units Scale Factor Converg.
 RA1329;SPC ID W     -   411,949.177   734,235.783   MT  0.99998649   -0 35 51.1
 RA1329;SPC OR N     -   196,871.340 2,806,174.818   MT  0.99990084   +2 46 23.6
 RA1329;SPC OR N     -   645,903.35  9,206,610.30   iFT  0.99990084   +2 46 23.6
 RA1329;UTM  11      - 5,024,318.646   532,137.825   MT  0.99961270   +0 17 31.5
 RA1329
 RA1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1329!SPC ID W     -   0.99962825  x   0.99998649  =   0.99961475
 RA1329!SPC OR N     -   0.99962825  x   0.99990084  =   0.99952913
 RA1329!UTM  11      -   0.99962825  x   0.99961270  =   0.99924110
 RA1329
 RA1329|---------------------------------------------------------------------|
 RA1329| PID    Reference Object                     Distance      Geod. Az  |
 RA1329|                                                           dddmmss.s |
 RA1329| RA1330 DRY DIGGINS LOOKOUT HOUSE            52.961 METERS 06054     |
 RA1329| RA1331 HE DEVIL IN SEVEN DEVILS CAIRN      APPROX. 6.2 KM 1490806.0 |
 RA1329| CH7253 DRY DIGGINS AZ MK                                  1571610.1 |
 RA1329| CH7255 DRY DIGGINS RM 2                     86.390 METERS 18322     |
 RA1329| CH7254 DRY DIGGINS RM 1                      9.242 METERS 25813     |
 RA1329|---------------------------------------------------------------------|
 RA1329
 RA1329                          SUPERSEDED SURVEY CONTROL
 RA1329
 RA1329  NAD 83(1991)-  45 22 17.91972(N)    116 35 22.47547(W) AD(       ) 1
 RA1329  NAD 83(1986)-  45 22 17.92059(N)    116 35 22.47425(W) AD(       ) 1
 RA1329  NAD 27      -  45 22 18.33665(N)    116 35 18.97428(W) AD(       ) 1
 RA1329  NGVD 29 (07/19/86) 2386.1    (m)         7828.     (f) VERT ANG       
 RA1329
 RA1329.Superseded values are not recommended for survey control.
 RA1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1329.See file dsdata.txt to determine how the superseded data were derived.
 RA1329
 RA1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL3213824319(NAD 83)
 RA1329_MARKER: Z = SEE DESCRIPTION
 RA1329_SETTING: 0 = UNSPECIFIED SETTING
 RA1329
 RA1329  HISTORY     - Date     Condition        Report By
 RA1329  HISTORY     - 1945     MONUMENTED       CGS
 RA1329
 RA1329                          STATION DESCRIPTION
 RA1329
 RA1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1329'THE STATION IS LOCATED ABOUT 13 MILES WSW (AIRLINE) OF RIGGINS, ON
 RA1329'A HIGH PEAK UPON WHICH IS SITUATED THE DRY DIGGINS LOOKOUT OF THE
 RA1329'NEZPERCE NATIONAL FOREST, 2 MILES E OF THE SNAKE RIVER AND MORE
 RA1329'THAN A MILE ABOVE IT, ABOUT 1 MILE NW OF BERNARD LAKES, ON THE
 RA1329'MOUNTAIN RIDGE BETWEEN THREE CREEK AND BERNARD CREEK.
 RA1329'
 RA1329'THE STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 RA1329'HOLE IN BEDROCK, PROJECTING ABOUT 4 FEET, ON THE HIGHEST POINT OF
 RA1329'THE HILL, AND IS 52.961 METERS SSW OF THE LOOKOUT.  IT IS STAMPED
 RA1329'DRY DIGGINS 1945.
 RA1329'
 RA1329'TO REACH FROM THE SEVEN DEVILS RANGER STATION, WHICH IS ABOUT
 RA1329'9 MILES, AIRLINE, OR 18 MILES BY ROAD WSW OF RIGGINS, TAKE THE
 RA1329'FOREST SERVICE TRAIL AS PER SIGNS DRY DIGGINS L.O., A DISTANCE
 RA1329'OF ABOUT 9 MILES TO THE DRY DIGGINS LOOKOUT AND STATION.
 RA1329'
 RA1329'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 RA1329'HOLE IN A 6- BY 7-FOOT BOULDER PROJECTING ABOUT 3 FEET, AND IS
 RA1329'ABOUT 4 FEET LOWER THAN THE STATION.  IT IS STAMPED DRY DIGGINS NO
 RA1329'1 1945.
 RA1329'
 RA1329'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 RA1329'HOLE IN BEDROCK FLUSH WITH THE GROUND SURFACE, AND IS ABOUT 3 FEET
 RA1329'LOWER THAN THE STATION.  IT IS STAMPED DRY DIGGINS NO 2 1945.
 RA1329'
 RA1329'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL
 RA1329'HOLE IN BEDROCK, ABOUT 1 MILE SSE OF THE STATION, IN A SADDLE OF A
 RA1329'HIGH RIDGE, AND IS ABOUT 40 FEET N OF THE TRAIL.  IT IS STAMPED
 RA1329'DRY DIGGINS 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1371 ***********************************************************************
 RA1371  DESIGNATION -  DRY POINT
 RA1371  PID         -  RA1371
 RA1371  STATE/COUNTY-  ID/IDAHO
 RA1371  USGS QUAD   -  CACTUS MTN (1963)
 RA1371
 RA1371                         *CURRENT SURVEY CONTROL
 RA1371  ___________________________________________________________________
 RA1371* NAD 83(1992)-  45 48 52.19204(N)    116 39 05.34404(W)     ADJUSTED  
 RA1371* NAVD 88     -      1233.6    (meters)    4047.     (feet)  VERTCON   
 RA1371  ___________________________________________________________________
 RA1371  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 RA1371  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 RA1371
 RA1371  HORZ ORDER  -  SECOND
 RA1371
 RA1371.The horizontal coordinates were established by classical geodetic methods
 RA1371.and adjusted by the National Geodetic Survey in July 1992..
 RA1371
 RA1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1371
 RA1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1371
 RA1371.The geoid height was determined by GEOID03.
 RA1371
 RA1371;                    North         East     Units Scale Factor Converg.
 RA1371;SPC ID W     -   461,218.439   729,939.794   MT  0.99999366   -0 38 47.3
 RA1371;SPC OR N     -   245,799.257 2,798,987.757   MT  0.99995813   +2 43 45.5
 RA1371;SPC OR N     -   806,428.01  9,183,030.70   iFT  0.99995813   +2 43 45.5
 RA1371;UTM  11      - 5,073,496.312   527,076.401   MT  0.99960901   +0 14 59.7
 RA1371
 RA1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1371!SPC ID W     -   0.99980923  x   0.99999366  =   0.99980289
 RA1371!SPC OR N     -   0.99980923  x   0.99995813  =   0.99976737
 RA1371!UTM  11      -   0.99980923  x   0.99960901  =   0.99941832
 RA1371
 RA1371:                Primary Azimuth Mark                     Grid Az
 RA1371:SPC ID W     -  SUGARLOAF BUTTE                          008 31 33.7
 RA1371:SPC OR N     -  SUGARLOAF BUTTE                          005 09 00.9
 RA1371:UTM  11      -  SUGARLOAF BUTTE                          007 37 46.7
 RA1371
 RA1371|---------------------------------------------------------------------|
 RA1371| PID    Reference Object                     Distance      Geod. Az  |
 RA1371|                                                           dddmmss.s |
 RA1371| RA1373 SUGARLOAF BUTTE                     APPROX. 1.7 KM 0075246.4 |
 RA1371| CH7256 DRY POINT RM 1                       11.591 METERS 05502     |
 RA1371| CH7257 DRY POINT RM 2                        4.012 METERS 12716     |
 RA1371|---------------------------------------------------------------------|
 RA1371
 RA1371                          SUPERSEDED SURVEY CONTROL
 RA1371
 RA1371  NAD 83(1991)-  45 48 52.19191(N)    116 39 05.34357(W) AD(       ) 2
 RA1371  NAD 83(1986)-  45 48 52.19301(N)    116 39 05.34300(W) AD(       ) 2
 RA1371  NAD 27      -  45 48 52.62811(N)    116 39 01.82069(W) AD(       ) 2
 RA1371  NGVD 29 (07/19/86) 1232.5    (m)         4044.     (f) VERT ANG       
 RA1371
 RA1371.Superseded values are not recommended for survey control.
 RA1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1371.See file dsdata.txt to determine how the superseded data were derived.
 RA1371
 RA1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2707673496(NAD 83)
 RA1371_MARKER: Z = SEE DESCRIPTION
 RA1371_SETTING: 0 = UNSPECIFIED SETTING
 RA1371
 RA1371  HISTORY     - Date     Condition        Report By
 RA1371  HISTORY     - 1945     MONUMENTED       CGS
 RA1371
 RA1371                          STATION DESCRIPTION
 RA1371
 RA1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1371'THE STATION IS LOCATED ON THE HIGHEST POINT AND SSW END OF DRY
 RA1371'POINT, ABOUT 22 MILES SSW OF COTTONWOOD, 8 MILES SSW OF BOLES POST
 RA1371'OFFICE, 2 MILES NE OF THE SNAKE RIVER, N OF THE HEAD OF LITTLE
 RA1371'AND BIG SULFUR CREEKS, W OF THE DRY CREEK WATER SHED, AND 1 MILE
 RA1371'S OF SUGARLOAF BUTTE.
 RA1371'
 RA1371'THE STATION MARK IS A BRONZE STATION DISK STAMPED DRY PT 1945
 RA1371'AND SET IN A DRILL HOLE IN BEDROCK 5 INCHES BELOW THE SURFACE OF
 RA1371'THE GROUND.
 RA1371'
 RA1371'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED DRY PT NO
 RA1371'1 1945 AND SET IN A DRILL HOLE IN BEDROCK.  IT IS 2 FEET LOWER
 RA1371'THAN THE STATION AND IS FLUSH WITH THE GROUND.
 RA1371'
 RA1371'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED DRY PT NO
 RA1371'2 1945 AND SET IN A DRILL HOLE IN BEDROCK.  IT IS 2 FEET LOWER
 RA1371'THAN THE STATION AND PROJECTS 4 INCHES ABOVE THE GROUND.
 RA1371'
 RA1371'THERE IS NO AZIMUTH MARK BUT SUGARLOAF BU. IS 1 MILE N OF THE
 RA1371'STATION.
 RA1371'
 RA1371'THE STATION IS REACHED FROM THE BOLES POST OFFICE, WHICH IS
 RA1371'28.4 MILES SSW OF COTTONWOOD BY ROAD, BY GOING W FOR 2.9 MILES TO
 RA1371'A SCHOOLHOUSE.  CONTINUE ON ROAD FOR 0.3 MILE TO ROAD
 RA1371'FORKS.  TAKE LEFT FORK AND GO 0.1 MILE TO ROAD FORKS.  TAKE LEFT
 RA1371'FORK AND GO 4.8 MILES ON MAIN TRAVELED ROAD TO ROAD FORKS AND
 RA1371'SIGN VAN POOL RANCH.  TAKE RIGHT FORK AND GO 0.7 MILE TO A POLE
 RA1371'CORRAL ON LEFT SIDE OF ROAD.  CONTINUE STRAIGHT AHEAD AND GO
 RA1371'1.5 MILES TO ROAD FORKS IN A SADDLE.  TAKE RIGHT FORK AND GO
 RA1371'0.8 MILE TO THE SHELL RANCH HOUSE.  CONTINUE ON MAIN TRAVELED
 RA1371'ROAD AROUND S SIDE OF HILL FOR 0.2 MILE TO GATE AT FEED BINS.
 RA1371'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO ROAD FORKS.  TAKE THE
 RA1371'RIGHT FORK AND GO 3.1 MILES TO ROAD FORKS.  TAKE LEFT FORK,
 RA1371'THE RIGHT FORK LEADS TO THE SPENCER RANCH, AND GO 0.2 MILE TO
 RA1371'A WIRE GATE.  PASS THROUGH GATE AND GO 0.5 MILE TO WIRE GATE.
 RA1371'PASS THROUGH GATE AND CONTINUE S ALONG THE RIGHT SIDE OF THE
 RA1371'FENCE FOR 0.6 MILE TO THE S END OF THE FLAT TOPPED RIDGE.
 RA1371'THIS IS THE END OF TRUCK TRAVEL.  SUGARLOAF BUTTE IS 0.3
 RA1371'MILE S.  PACK S ALONG RIDGE, PASSING ON THE W SIDE OF SUGARLOAF
 RA1371'BUTTE, FOR ABOUT 1/2 MILE TO A FENCE CORNER.  CONTINUE SW
 RA1371'ALONG TOP OF RIDGE FOR ABOUT 1/2 MILE TO THE SSW END OF THE
 RA1371'RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0506 ***********************************************************************
 NT0506  DESIGNATION -  DRY RIDGE
 NT0506  PID         -  NT0506
 NT0506  STATE/COUNTY-  ID/CARIBOU
 NT0506  USGS QUAD   -  STEWART FLAT (1949)
 NT0506
 NT0506                         *CURRENT SURVEY CONTROL
 NT0506  ___________________________________________________________________
 NT0506* NAD 83(1992)-  42 42 17.29329(N)    111 14 50.32393(W)     ADJUSTED  
 NT0506* NAVD 88     -      2744.2    (meters)    9003.     (feet)  VERTCON   
 NT0506  ___________________________________________________________________
 NT0506  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 NT0506  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 NT0506
 NT0506  HORZ ORDER  -  FIRST
 NT0506
 NT0506.The horizontal coordinates were established by classical geodetic methods
 NT0506.and adjusted by the National Geodetic Survey in July 1992..
 NT0506
 NT0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0506
 NT0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0506
 NT0506.The geoid height was determined by GEOID03.
 NT0506
 NT0506;                    North         East     Units Scale Factor Converg.
 NT0506;SPC ID E     -   115,716.820   275,319.224   MT  1.00001714   +0 37 24.8
 NT0506;UTM  12      - 4,728,064.243   479,745.754   MT  0.99960505   -0 10 03.8
 NT0506
 NT0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0506!SPC ID E     -   0.99957161  x   1.00001714  =   0.99958874
 NT0506!UTM  12      -   0.99957161  x   0.99960505  =   0.99917683
 NT0506
 NT0506|---------------------------------------------------------------------|
 NT0506| PID    Reference Object                     Distance      Geod. Az  |
 NT0506|                                                           dddmmss.s |
 NT0506| CM5511 DRY RIDGE RM 1                       14.905 METERS 10625     |
 NT0506| CM5512 DRY RIDGE RM 2                       22.726 METERS 20245     |
 NT0506| NT0510 SCHMID                              APPROX. 1.0 KM 3270054.5 |
 NT0506|---------------------------------------------------------------------|
 NT0506
 NT0506                          SUPERSEDED SURVEY CONTROL
 NT0506
 NT0506  NAD 83(1986)-  42 42 17.28342(N)    111 14 50.31480(W) AD(       ) 1
 NT0506  NAD 27      -  42 42 17.54500(N)    111 14 47.55700(W) AD(       ) 1
 NT0506  NGVD 29 (07/19/86) 2742.8    (m)         8999.     (f) VERT ANG       
 NT0506
 NT0506.Superseded values are not recommended for survey control.
 NT0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0506.See file dsdata.txt to determine how the superseded data were derived.
 NT0506
 NT0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN7974628064(NAD 83)
 NT0506_MARKER: DS = TRIANGULATION STATION DISK
 NT0506_SETTING: 0 = UNSPECIFIED SETTING
 NT0506
 NT0506  HISTORY     - Date     Condition        Report By
 NT0506  HISTORY     - 1933     MONUMENTED       CGS
 NT0506  HISTORY     - 1946     GOOD             CGS
 NT0506  HISTORY     - 1970     GOOD             USGS
 NT0506
 NT0506                          STATION DESCRIPTION
 NT0506
 NT0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NT0506'STATION IS ABOUT 17.5 MILES NNE OF GEORGETOWN, AND 19 MILES
 NT0506'ESE OF SODA SPRINGS, NEAR THE CENTRAL PART OF CARIBOU NATIONAL
 NT0506'FOREST AND ON THE SUMMIT OF A LONG BARE RIDGE KNOWN AS DRY RIDGE.
 NT0506'
 NT0506'STATION IS AN IRON DISK SET IN CONCRETE AT THE TOP OF A TILE
 NT0506'WHICH IS EMBEDDED IN THE GROUND.
 NT0506'
 NT0506'REFERENCE MARK NO. 1 IS AN IRON DISK SET IN 4-INCH CAST-IRON
 NT0506'PIPE, 1/2-INCH THICK, 4 FEET LONG, AND E OF STATION.
 NT0506'
 NT0506'REFERENCE MARK NO. 2 IS SW OF STATION AND SIMILAR TO REFERENCE MARK
 NT0506'NO. 1.
 NT0506'
 NT0506'STATION IS REACHED FROM MONTPELIER BY GOING NW ON U.S. HIGHWAY
 NT0506'30N, 12.0 MILES TO GEORGETOWN AT HOFF AND SONS GROCERY STORE
 NT0506'AND SHELL SERVICE STATION IN GEORGETOWN.  LEAVE U.S. HIGHWAY
 NT0506'30N, TURN RIGHT AND GO E ON MAIN ROAD 2.35 MILES TO A FORK AND
 NT0506'SIGNBOARD READING JOHNSON R.S. 21 MI.  GO STRAIGHT AHEAD ON
 NT0506'RIGHT FORK, WHICH IS THE GEORGETOWN CANYON ROAD TO JOHNSON
 NT0506'R.S., 9.65 MILES TO SUMMIT OF A STEEP HILL.  CONTINUE 1.2 MILES
 NT0506'AND TAKE LEFT FORK AT JOHNSON R.S. SIGN AND GO 0.2 MILE TO
 NT0506'SUMMIT OF A HILL.  CONTINUE 2.45 MILES TO SUMMIT OF ANOTHER
 NT0506'HILL.  CONTINUE 5.7 MILES TO A BRIDGE OVER A SMALL CREEK
 NT0506'COMING IN FROM THE LEFT AND A FOREST SERVICE SIGN ON A TREE
 NT0506'POINTING UP CREEK READING STEWART CANYON TRAIL.  (FROM HERE
 NT0506'THE JOHNSON R.S. IS 1.8 MILES DOWN THE ROAD.) LEAVE THE MAIN
 NT0506'ROAD HERE, TURN LEFT AND FOLLOW A DIM ROAD THROUGH A
 NT0506'SAGE-BRUSH AND ALONG THE LEFT SIDE OF CREEK 0.65 MILE INTO
 NT0506'TIMBER, AT EDGE OF CREEK.  GOOD PLACE TO CAMP.  FROM
 NT0506'HERE FOLLOW STEWART CANYON TRAIL WHICH IS NOT VERY
 NT0506'WELL-BLAZED AND IN PLACES IT IS VERY FAINT.  FOLLOW UP THE LEFT
 NT0506'SIDE OF CREEK ABOUT 200 YARDS.  CROSS CREEK AND FOLLOW
 NT0506'RIGHT SIDE ABOUT 3/4 MILE TO A CANYON THAT COMES IN FROM
 NT0506'THE RIGHT, THEN CROSS CREEK JUST AFTER CROSSING DRY WASH AND
 NT0506'FOLLOW LEFT SIDE OF CREEK ABOUT 200 YARDS.  THEN CROSS TO
 NT0506'RIGHT SIDE OF CREEK AND FOLLOW A DIM ROUGH TRAIL ALONG THE
 NT0506'RIGHT SIDE OF CREEK ABOUT 1.0 MILE TO A BENCH WHERE THERE IS
 NT0506'AN OLD CAMP SITE.  FROM BENCH CONTINUE ON TRAIL, WHICH GOES
 NT0506'SLIGHTLY DOWN HILL, ABOUT 1.0 MILE MORE TO A SADDLE IN AN
 NT0506'OPENING AND AN OLD RAIL ENCLOSURE.  FROM HERE LEAVE TRAIL AND TURN
 NT0506'RIGHT UP OVER SAGE-BRUSH HILL TO THE HIGHEST POINT AND STATION.
 NT0506'HORSES CAN BE RENTED FROM MR. AUSTIN OR MR. SORENSON, WHO
 NT0506'LIVE 6 TO 10 MILES N BEYOND THE RANGER STATION.
 NT0506
 NT0506                          STATION RECOVERY (1946)
 NT0506
 NT0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0506'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION,
 NT0506'AS DESCRIBED.  THE STATION IS LOCATED 17 MILES NNE OF GEORGETOWN,
 NT0506'AND 15 MILES SOUTH WEST OF AUBURN WYOMING, ON THE HIGHEST
 NT0506'HILL IN THE VICINITY.  IT IS A STANDARD DISK STAMPED DRY
 NT0506'RIDGE 1933, SET IN THE TOP OF A 4 INCH CAST IRON PIPE PLACED BELL
 NT0506'DOWN AND PROJECTING ABOUT 6 INCHES.  IT IS ON THE HIGHEST
 NT0506'PART OF THE HILL, 100 YARDS NORTH OF THE SOUTH SHOULDER OF
 NT0506'THE HILL, AND ABOUT 100 YARDS SOUTH OF A GROVE OF TREES.
 NT0506'
 NT0506'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DRY RIDGE
 NT0506'NO 1 1933, SET IN A 4 INCH CAST IRON SOIL PIPE PLACED BELL
 NT0506'DOWN PROJECTING ABOUT 4 INCHES.  IT IS ON THE EAST SLOPE
 NT0506'OF THE HILL AND ABOUT 1-1/2 FOOT LOWER THAN THE STATION.
 NT0506'
 NT0506'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DRY RIDGE
 NT0506'NO 2 1933, SET IN A 4 INCH CAST IRON SOIL PIPE PLACED BELL
 NT0506'DOWN PROJECTING ABOUT 4 INCHES.  IT IS ON THE SOUTH WEST SLOPE
 NT0506'OF THE HILL ABOUT 2 FEET LOWER THAN THE STATION.
 NT0506'
 NT0506'TRIANGULATION STATION (USGS) SCHMID WAS USED AS THE AZIMUTH
 NT0506'MARK.  IT IS A USGS MARK SET IN THE TOP OF A BOULDER WHICH
 NT0506'PROJECTS 10 INCHES.  IT IS IN THE CENTER OF THE RIDGE AND IN THE
 NT0506'CENTER OF A LARGE ROCK PILE.  THE MARK IS APPROXIMATELY 0.8
 NT0506'MILE NORTH OF THE STATION, ON THE FIRST HILL TO THE NORTH.
 NT0506'
 NT0506'TO REACH THE STATION FROM AUBURN WYOMING GO SOUTH FOR
 NT0506'0.45 MILE TO A T ROAD.  TURN RIGHT (WEST) AND GO 3.55 MILE
 NT0506'TO A FORK, TAKE THE LEFT FORK (SOUTH) AND GO 1.6 MILE TO A
 NT0506'FORK AND A SCHOOL HOUSE IN THE ROAD.  TURN RIGHT AND GO 2.6
 NT0506'MILES TO A GATE AND THE MAIN TRAVELED ROAD PASSES THROUGH
 NT0506'THE GATE.  TURN RIGHT (WEST) THROUGH THE GATE AND GO 8.4
 NT0506'MILES TO A T ROAD AND AN OLD CCC CAMP.  TURN LEFT (SOUTH)
 NT0506'AND GO 0.5 MILE TO A SIDE ROAD TO THE RIGHT (WEST).  TURN
 NT0506'RIGHT AND GO 0.45 MILE UP (STEWART CANYON TRAIL) TO THE END OF
 NT0506'TRUCK TRAVEL. PICK UP A TRAIL ON THE NORTH SIDE OF THE CREEK AND PACK
 NT0506'FOR ABOUT 3.0 MILES TO A SADDLE AND AN OLD CORELL, BEAR
 NT0506'RIGHT TO THE SOUTHEAST AND GO ABOUT 1/2 MILE TO THE
 NT0506'SECOND HILL AND THE HIGHER OF TWO AND THE STATION AS
 NT0506'DESCRIBED ABOVE.
 NT0506
 NT0506                          STATION RECOVERY (1970)
 NT0506
 NT0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NT0506'ALL MARKS FOUND IN GOOD CONDITION.  THE
 NT0506'FOREST SERVICE HAS A REPEATER STATION ON THE TOP AND THE STATION MARK
 NT0506'IS NEAR THE SOUTH TOWER OF TWO.  THERE IS A NEW RD. THAT GOES OVER
 NT0506'DRY RIDGE AND THE STATION CAN BE REACHED AS FOLLOWS
 NT0506'
 NT0506'TO REACH FROM GEORGETOWN, IDAHO, GO NE. UP GEORGETOWN CANYON FOR 2.4
 NT0506'MI. TO A T-RD. NW., TAKE T-RD. UP LEFT FORK OF GEORGETOWN CANYON
 NT0506'TOWARDS BLACKFOOT RIVER FOR ABOUT 18.0 MI. TO A T-RD. N., TAKE T-RD.
 NT0506'N. FOR 6.0 MI. TO T-RD. E., TAKE T-RD. E. FOR 6.0 MI. PAST A LARGE
 NT0506'PHOSPHATE MINE INTO MAYBE CANYON, NEAR A SHEEP CAMP AND RD. FORK,
 NT0506'CONTINUE SE. UP MAYBE CANYON FOR 4.0 MI. TO A SMALL SADDLE AND END OF
 NT0506'TRUCK TRAVEL.  PACK E. UP STEEP HILL TO THE HIGHEST POINT AND STATION.
 NT0506'ABOUT A 15-MINUTE PACK.
 NT0506'
 NT0506'STATION MARK--A STANDARD DISK STAMPED---DRY RIDGE 1933---, SET IN THE
 NT0506'TOP OF A 4 IN. CAST IRON PIPE PLACED BELL DOWN AND PROJECTING ABOUT 6
 NT0506'IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0134 ***********************************************************************
 PZ0134  DESIGNATION -  DRY RM 1
 PZ0134  PID         -  PZ0134
 PZ0134  STATE/COUNTY-  ID/CLARK
 PZ0134  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0134
 PZ0134                         *CURRENT SURVEY CONTROL
 PZ0134  ___________________________________________________________________
 PZ0134* NAD 83(1986)-  44 19 03.     (N)    112 11 38.     (W)     SCALED    
 PZ0134* NAVD 88     -      1748.035  (meters)    5735.01   (feet)  ADJUSTED  
 PZ0134  ___________________________________________________________________
 PZ0134  GEOID HEIGHT-         -10.33  (meters)                     GEOID03
 PZ0134  DYNAMIC HT  -        1747.126 (meters)    5732.03  (feet)  COMP
 PZ0134  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 PZ0134
 PZ0134  VERT ORDER  -  FIRST     CLASS II
 PZ0134
 PZ0134.The horizontal coordinates were scaled from a topographic map and have
 PZ0134.an estimated accuracy of +/- 6 seconds.
 PZ0134
 PZ0134.The orthometric height was determined by differential leveling
 PZ0134.and adjusted by the National Geodetic Survey in June 1991..
 PZ0134
 PZ0134.The geoid height was determined by GEOID03.
 PZ0134
 PZ0134.The dynamic height is computed by dividing the NAVD 88
 PZ0134.geopotential number by the normal gravity value computed on the
 PZ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0134.degrees latitude (g = 980.6199 gals.).
 PZ0134
 PZ0134.The modeled gravity was interpolated from observed gravity values.
 PZ0134
 PZ0134;                    North         East    Units  Estimated Accuracy
 PZ0134;SPC ID E     -   294,470.      197,830.      MT  (+/- 180 meters Scaled)
 PZ0134
 PZ0134                          SUPERSEDED SURVEY CONTROL
 PZ0134
 PZ0134  NGVD 29 (??/??/92) 1746.837  (m)         5731.08   (f) ADJ UNCH    1 2
 PZ0134
 PZ0134.Superseded values are not recommended for survey control.
 PZ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0134.See file dsdata.txt to determine how the superseded data were derived.
 PZ0134
 PZ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ047078(NAD 83)
 PZ0134_MARKER: DR = REFERENCE MARK DISK
 PZ0134_SETTING: 80 = SET IN A BOULDER
 PZ0134_SP_SET: BOULDER
 PZ0134_STAMPING: DRY NO 1 1959
 PZ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0134+STABILITY: SURFACE MOTION
 PZ0134
 PZ0134  HISTORY     - Date     Condition        Report By
 PZ0134  HISTORY     - 1959     MONUMENTED       CGS
 PZ0134  HISTORY     - 1967     GOOD             NGS
 PZ0134
 PZ0134                          STATION DESCRIPTION
 PZ0134
 PZ0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0134'3.55 MI S FROM SPENCER.
 PZ0134'3.3 MILES SOUTH ALONG U.S. HIGHWAY 91 AND INTERSTATE HIGHWAY 15 FROM
 PZ0134'THE SCHOOL AT SPENCER, THENCE 0.25 MILE NORTHWEST ACROSS COUNTRY, IN
 PZ0134'THE TOP OF A SMALL LAVA BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 PZ0134'GROUND, 43.08 FEET WEST-NORTHWEST OF THE STATION, 42.05 FEET NORTHWEST
 PZ0134'OF A SECTION CORNER POST, 48.3 FEET WEST OF A WITNESS POST, AND ABOUT
 PZ0134'LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0671 ***********************************************************************
 PZ0671  DESIGNATION -  DUBOIS
 PZ0671  PID         -  PZ0671
 PZ0671  STATE/COUNTY-  ID/CLARK
 PZ0671  USGS QUAD   -  LONE BUTTE (1964)
 PZ0671
 PZ0671                         *CURRENT SURVEY CONTROL
 PZ0671  ___________________________________________________________________
 PZ0671* NAD 83(1992)-  44 09 36.75011(N)    112 15 19.37072(W)     ADJUSTED  
 PZ0671* NAVD 88     -      1557.7    (meters)    5111.     (feet)  VERTCON   
 PZ0671  ___________________________________________________________________
 PZ0671  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 PZ0671  GEOID HEIGHT-         -10.92  (meters)                     GEOID03
 PZ0671
 PZ0671  HORZ ORDER  -  SECOND
 PZ0671
 PZ0671.The horizontal coordinates were established by classical geodetic methods
 PZ0671.and adjusted by the National Geodetic Survey in July 1992..
 PZ0671
 PZ0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0671
 PZ0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0671
 PZ0671.The geoid height was determined by GEOID03.
 PZ0671
 PZ0671;                    North         East     Units Scale Factor Converg.
 PZ0671;SPC ID E     -   276,999.448   192,904.128   MT  0.99994799   -0 03 42.5
 PZ0671;UTM  12      - 4,890,433.246   399,621.941   MT  0.99972392   -0 52 28.8
 PZ0671
 PZ0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0671!SPC ID E     -   0.99975752  x   0.99994799  =   0.99970552
 PZ0671!UTM  12      -   0.99975752  x   0.99972392  =   0.99948150
 PZ0671
 PZ0671|---------------------------------------------------------------------|
 PZ0671| PID    Reference Object                     Distance      Geod. Az  |
 PZ0671|                                                           dddmmss.s |
 PZ0671| CN3431 DUBOIS RM 1                           8.308 METERS 04213     |
 PZ0671| PZ0670 DUBOIS MUNICIPAL TANK               APPROX. 2.9 KM 0482410.8 |
 PZ0671| PZ0666 RNG DUBOIS DBS                      APPROX. 4.6 KM 1335429.0 |
 PZ0671| CN3432 DUBOIS RM 2                           9.322 METERS 16733     |
 PZ0671|---------------------------------------------------------------------|
 PZ0671
 PZ0671                          SUPERSEDED SURVEY CONTROL
 PZ0671
 PZ0671  NAD 83(1986)-  44 09 36.74632(N)    112 15 19.35907(W) AD(       ) 2
 PZ0671  NAD 27      -  44 09 37.07600(N)    112 15 16.40590(W) AD(       ) 2
 PZ0671  NGVD 29 (07/19/86) 1556.6    (m)         5107.     (f) VERT ANG       
 PZ0671
 PZ0671.Superseded values are not recommended for survey control.
 PZ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0671.See file dsdata.txt to determine how the superseded data were derived.
 PZ0671
 PZ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP9962290433(NAD 83)
 PZ0671_MARKER: DS = TRIANGULATION STATION DISK
 PZ0671_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0671_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 PZ0671
 PZ0671  HISTORY     - Date     Condition        Report By
 PZ0671  HISTORY     - 1959     MONUMENTED       CGS
 PZ0671
 PZ0671                          STATION DESCRIPTION
 PZ0671
 PZ0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0671'STATION MARK IS 8 FEET SE OF AN IRON WITNESS POST WITH SIGN.
 PZ0671'STAMPED DUBOIS 1959 AND FLUSH WITH GROUND.
 PZ0671'
 PZ0671'REFERENCE MARK 1 IS STAMPED DUBOIS NO. 1 1959 AND PROJECTS
 PZ0671'2 INCHES.
 PZ0671'
 PZ0671'REFERENCE MARK 2 IS STAMPED DUBOIS NO. 2 1959 AND IS FLUSH WITH
 PZ0671'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0670 ***********************************************************************
 PZ0670  DESIGNATION -  DUBOIS MUNICIPAL TANK
 PZ0670  PID         -  PZ0670
 PZ0670  STATE/COUNTY-  ID/CLARK
 PZ0670  USGS QUAD   -  DUBOIS NW (1964)
 PZ0670
 PZ0670                         *CURRENT SURVEY CONTROL
 PZ0670  ___________________________________________________________________
 PZ0670* NAD 83(1992)-  44 10 38.61233(N)    112 13 42.52493(W)     ADJUSTED  
 PZ0670* NAVD 88     -                                                        
 PZ0670  ___________________________________________________________________
 PZ0670  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 PZ0670  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 PZ0670
 PZ0670  HORZ ORDER  -  THIRD
 PZ0670
 PZ0670.The horizontal coordinates were established by classical geodetic methods
 PZ0670.and adjusted by the National Geodetic Survey in July 1992..
 PZ0670
 PZ0670
 PZ0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0670
 PZ0670.The geoid height was determined by GEOID03.
 PZ0670
 PZ0670;                    North         East     Units Scale Factor Converg.
 PZ0670;SPC ID E     -   278,906.783   195,057.312   MT  0.99994767   -0 02 35.1
 PZ0670;UTM  12      - 4,892,309.413   401,801.476   MT  0.99971859   -0 51 22.2
 PZ0670
 PZ0670                          SUPERSEDED SURVEY CONTROL
 PZ0670
 PZ0670  NAD 83(1986)-  44 10 38.60751(N)    112 13 42.51348(W) AD(       ) 4
 PZ0670  NAD 27      -  44 10 38.93300(N)    112 13 39.56400(W) AD(       ) 3
 PZ0670
 PZ0670.Superseded values are not recommended for survey control.
 PZ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0670.See file dsdata.txt to determine how the superseded data were derived.
 PZ0670
 PZ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0180192309(NAD 83)
 PZ0670_MARKER: 54 = WATER TOWER
 PZ0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0670+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 PZ0670
 PZ0670  HISTORY     - Date     Condition        Report By
 PZ0670  HISTORY     - 1959     FIRST OBSERVED   CGS
 PZ0670  HISTORY     - 19930515 GOOD             LOCENG
 PZ0670
 PZ0670                          STATION DESCRIPTION
 PZ0670
 PZ0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0670'A CYLINDRICAL STEEL TANK SUPPORTED ON A FOUR LEGGED FABRICATED
 PZ0670'STEEL STRUCTURE WITH ROUND BALL FORMING ITS APEX, WHICH
 PZ0670'WAS THE OBJECT INTERSECTED.  THE BALL IS ABOUT 125 FEET ABOVE
 PZ0670'THE GROUND.  SITUATED IN THE NORTHEAST PORTION OF THE TOWN
 PZ0670'OF DUBOIS, IDAHO.
 PZ0670
 PZ0670                          STATION RECOVERY (1993)
 PZ0670
 PZ0670'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 PZ0670'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0695 ***********************************************************************
 QA0695  DESIGNATION -  DUCK
 QA0695  PID         -  QA0695
 QA0695  STATE/COUNTY-  ID/LEMHI
 QA0695  USGS QUAD   -  DUCK CREEK POINT (1963)
 QA0695
 QA0695                         *CURRENT SURVEY CONTROL
 QA0695  ___________________________________________________________________
 QA0695* NAD 83(1992)-  44 54 37.24313(N)    114 29 50.40246(W)     ADJUSTED  
 QA0695* NAVD 88     -      2784.3    (meters)    9135.     (feet)  VERTCON   
 QA0695  ___________________________________________________________________
 QA0695  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 QA0695  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 QA0695
 QA0695  HORZ ORDER  -  THIRD
 QA0695
 QA0695.The horizontal coordinates were established by classical geodetic methods
 QA0695.and adjusted by the National Geodetic Survey in July 1992..
 QA0695
 QA0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0695
 QA0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0695
 QA0695.The geoid height was determined by GEOID03.
 QA0695
 QA0695;                    North         East     Units Scale Factor Converg.
 QA0695;SPC ID C     -   360,468.810   460,727.746   MT  0.99996633   -0 21 04.0
 QA0695;UTM  11      - 4,976,038.061   697,556.015   MT  1.00007994   +1 46 02.8
 QA0695
 QA0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0695!SPC ID C     -   0.99956569  x   0.99996633  =   0.99953204
 QA0695!UTM  11      -   0.99956569  x   1.00007994  =   0.99964560
 QA0695
 QA0695:                Primary Azimuth Mark                     Grid Az
 QA0695:SPC ID C     -  MEYERS                                   227 39 30.8
 QA0695:UTM  11      -  MEYERS                                   225 32 24.0
 QA0695
 QA0695|---------------------------------------------------------------------|
 QA0695| PID    Reference Object                     Distance      Geod. Az  |
 QA0695|                                                           dddmmss.s |
 QA0695| QA0753 MEYERS                              APPROX.12.0 KM 2271826.8 |
 QA0695| CD5006 DUCK RM 1                            13.545 METERS 23410     |
 QA0695| CD5005 DUCK LOT                             10.058 METERS 24754     |
 QA0695| CD5007 DUCK RM 2                             6.843 METERS 29701     |
 QA0695|---------------------------------------------------------------------|
 QA0695
 QA0695                          SUPERSEDED SURVEY CONTROL
 QA0695
 QA0695  NAD 83(1986)-  44 54 37.24285(N)    114 29 50.39689(W) AD(       ) 3
 QA0695  NAD 27      -  44 54 37.54089(N)    114 29 47.09468(W) AD(       ) 3
 QA0695  NGVD 29 (07/19/86) 2782.8    (m)         9130.     (f) VERT ANG       
 QA0695
 QA0695.Superseded values are not recommended for survey control.
 QA0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0695.See file dsdata.txt to determine how the superseded data were derived.
 QA0695
 QA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK9755676038(NAD 83)
 QA0695_MARKER: DD = SURVEY DISK
 QA0695_SETTING: 80 = SET IN A BOULDER
 QA0695_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QA0695
 QA0695  HISTORY     - Date     Condition        Report By
 QA0695  HISTORY     - 1961     MONUMENTED       USGS
 QA0695
 QA0695                          STATION DESCRIPTION
 QA0695
 QA0695'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QA0695'LOCATED 9.5 MI NW. OF BLACK MOUNTAIN, ABOUT 6.2 MI N. OF MEYERS
 QA0695'COVE RANCH.  ON BARE ROCKY TOP 33 FT E. OF OLD LOT.
 QA0695'
 QA0695'STATION REACHED BY HELICOPTER.
 QA0695'
 QA0695'STATION MARK--A STANDARD TABLET STAMPED---DUCK 1961---, CEMENTED IN A
 QA0695'DRILL HOLE IN A SMALL BOULDER.
 QA0695'
 QA0695'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---RM 1
 QA0695'1961---, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER, 44.44 FT. FROM
 QA0695'AND AT THE SAME ELEVATION AS STATION MARK, S 54 DEG 05 MIN W.
 QA0695'
 QA0695'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---RM 2
 QA0695'1961---, CEMENTED IN A DRILL HOLE IN A LARGE FLAT BOULDER, 22.45 FT.
 QA0695'FROM AND AT ABOUT THE SAME ELEVATION AS THE STATION MARK,
 QA0695'N 62 DEG 59 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0366 ***********************************************************************
 NW0366  DESIGNATION -  DUD
 NW0366  PID         -  NW0366
 NW0366  STATE/COUNTY-  ID/OWYHEE
 NW0366  USGS QUAD   -  RIDDLE (1971)
 NW0366
 NW0366                         *CURRENT SURVEY CONTROL
 NW0366  ___________________________________________________________________
 NW0366* NAD 83(1992)-  42 10 16.11705(N)    116 00 50.35662(W)     ADJUSTED  
 NW0366* NAVD 88     -      1864.4    (meters)    6117.     (feet)  VERTCON   
 NW0366  ___________________________________________________________________
 NW0366  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 NW0366  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 NW0366
 NW0366  HORZ ORDER  -  FIRST
 NW0366
 NW0366.The horizontal coordinates were established by classical geodetic methods
 NW0366.and adjusted by the National Geodetic Survey in July 1992..
 NW0366
 NW0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0366
 NW0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0366
 NW0366.The geoid height was determined by GEOID03.
 NW0366
 NW0366;                    North         East     Units Scale Factor Converg.
 NW0366;SPC ID W     -    56,063.117   778,188.548   MT  0.99993918   -0 10 38.0
 NW0366;UTM  11      - 4,669,248.868   581,440.401   MT  0.99968161   +0 39 43.2
 NW0366
 NW0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0366!SPC ID W     -   0.99971025  x   0.99993918  =   0.99964945
 NW0366!UTM  11      -   0.99971025  x   0.99968161  =   0.99939196
 NW0366
 NW0366:                Primary Azimuth Mark                     Grid Az
 NW0366:SPC ID W     -  DUD AZ MK                                033 45 51.2
 NW0366:UTM  11      -  DUD AZ MK                                032 55 30.0
 NW0366
 NW0366|---------------------------------------------------------------------|
 NW0366| PID    Reference Object                     Distance      Geod. Az  |
 NW0366|                                                           dddmmss.s |
 NW0366| CD5008 DUD AZ MK                                          0333513.2 |
 NW0366| CD5009 DUD RM 1                              9.763 METERS 08321     |
 NW0366| CD5010 DUD RM 2                              9.370 METERS 30948     |
 NW0366|---------------------------------------------------------------------|
 NW0366
 NW0366                          SUPERSEDED SURVEY CONTROL
 NW0366
 NW0366  NAD 83(1986)-  42 10 16.11740(N)    116 00 50.35620(W) AD(       ) 1
 NW0366  NAD 27      -  42 10 16.47500(N)    116 00 47.00100(W) AD(       ) 1
 NW0366  NGVD 29 (07/19/86) 1863.2    (m)         6113.     (f) VERT ANG       
 NW0366
 NW0366.Superseded values are not recommended for survey control.
 NW0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0366.See file dsdata.txt to determine how the superseded data were derived.
 NW0366
 NW0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG8144069249(NAD 83)
 NW0366_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0366_SETTING: 80 = SET IN A BOULDER
 NW0366_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0366
 NW0366  HISTORY     - Date     Condition        Report By
 NW0366  HISTORY     - 1956     MONUMENTED       CGS
 NW0366
 NW0366                          STATION DESCRIPTION
 NW0366
 NW0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0366'THE STATION IS ON THE FLAT-TOPPED SUMMIT OF A SEMI-ROUND,
 NW0366'RIM-CAPPED MESA (THE RIM WALL BEING ABOUT 20 FEET HIGH), ABOUT
 NW0366'1 MILE NORTH-NORTHWEST OF A RESERVOIR AND 1/4 MILE WEST OF A
 NW0366'CANAL THAT IS ALONG THE EAST SLOPE OF THE HILL.  IT IS ABOUT
 NW0366'16 MILES NORTH-NORTHEAST OF OWYHEE, NEVADA AND 5 MILES
 NW0366'EAST-SOUTHEAST OF RIDDLE, IDAHO.
 NW0366'
 NW0366'TO REACH FROM THE POST OFFICE IN RIDDLE, GO NORTH AND NORTHEAST
 NW0366'ON STATE HIGHWAY 51 FOR 6.7 MILES TO A SIDE ROAD RIGHT.  TURN
 NW0366'RIGHT AND GO SOUTHEAST AND SOUTH FOR 4.35 MILES TO A Y-FORK.
 NW0366'NOTE--THE AZIMUTH MARK IS ABOUT 90 PACES WEST OF THE Y-FORK
 NW0366'INTERSECTION.  TAKE THE RIGHT FORK AND GO SOUTHWEST FOR 0.3
 NW0366'MILE TO A FORK AT A GATE IN AN EAST-WEST FENCE.  THIS POINT
 NW0366'IS JUST WEST OF A FENCE CORNER AND SMALL RESERVOIR.  TAKE THE
 NW0366'LEFT FORK, THROUGH GATE, AND GO SOUTHWESTERLY FOR 1.05 MILES
 NW0366'TO WHERE THE ROAD CROSSES THE CANAL.  CROSS THE CANAL AND
 NW0366'CONTINUE UP GRADE FOR 0.1 MILE AND THE END OF TRUCK TRAVEL.
 NW0366'THE STATION IS ABOUT 300 YARDS TO THE RIGHT, UP OVER THE RIM.
 NW0366'IT IS POSSIBLE (BUT NOT RECOMMENDED) TO DRIVE TO THE STATION BY
 NW0366'CONTINUEING AROUND THE SOUTH END OF THE RIM TO AN OPENING
 NW0366'IN THE ROCK ON THE WEST SIDE OF THE MESA.  FROM THE ABOVE
 NW0366'END OF TRUCK TRAVEL, CONTINUE ON THE ROAD SOUTH FOR 0.65 MILE
 NW0366'TO A LARGE SALT LICK.  TURN RIGHT AND GO WEST AND NORTH ACROSS
 NW0366'COUNTRY, FOLLOWING THE RIM, FOR 1.0 MILE.  TURN RIGHT AND
 NW0366'PICK YOUR WAY EASTERLY THROUGH THE ROCKS TO THE OPENING IN
 NW0366'THE RIM, THENCE SOUTHERLY FOR ABOUT 0.7 MILE TO THE STATION
 NW0366'SITE.
 NW0366'
 NW0366'THE STATION AND ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 NW0366'HOLES IN BOULDERS.
 NW0366'
 NW0366'THE STATION MARK, STAMPED DUD 1956, IS IN A LARGE FLAT BOULDER
 NW0366'ABOUT FLUSH WITH THE GROUND.  IT IS 75 PACES WEST OF THE EDGE
 NW0366'OF THE RIMROCK AND 10 FEET NORTH-NORTHEAST OF A 3-FOOT HIGH CAIRN.
 NW0366'
 NW0366'REFERENCE MARK 1, STAMPED DUD NO 1 1956, IS IN A BOULDER
 NW0366'PROJECTING ABOUT 12 INCHES.
 NW0366'
 NW0366'REFERENCE MARK 2, STAMPED DUD NO 2 1956, IS IN A BOULDER
 NW0366'PROJECTING ABOUT 2 INCHES.
 NW0366'
 NW0366'THE AZIMUTH MARK, STAMPED DUD 1956, IS IN A PROMINENT ROCK
 NW0366'FORMATION AND THE MARK IS IN A BOULDER PROJECTING ABOUT 2
 NW0366'FEET.  IT IS 2 FEET NORTHWEST OF A WITNESS POST THAT IS SET
 NW0366'IN A PILE OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1461 ***********************************************************************
 SV1461  DESIGNATION -  DUDLEY RESET
 SV1461  PID         -  SV1461
 SV1461  STATE/COUNTY-  ID/KOOTENAI
 SV1461  USGS QUAD   -  ROSE LAKE (1996)
 SV1461
 SV1461                         *CURRENT SURVEY CONTROL
 SV1461  ___________________________________________________________________
 SV1461* NAD 83(1992)-  47 31 44.49176(N)    116 24 14.41739(W)     ADJUSTED  
 SV1461* NAVD 88     -      1215.27   (+/-2cm)    3987.1    (feet)  VERTCON   
 SV1461  ___________________________________________________________________
 SV1461  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 SV1461  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 SV1461
 SV1461  HORZ ORDER  -  THIRD
 SV1461  VERT ORDER  -  THIRD ? (See Below)
 SV1461
 SV1461.The horizontal coordinates were established by classical geodetic methods
 SV1461.and adjusted by the National Geodetic Survey in July 1992..
 SV1461
 SV1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1461.The vertical order pertains to the NGVD 29 superseded value.
 SV1461
 SV1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1461
 SV1461.The geoid height was determined by GEOID03.
 SV1461
 SV1461;                    North         East     Units Scale Factor Converg.
 SV1461;SPC ID W     -   651,612.300   750,755.483   MT  0.99996312   -0 28 56.7
 SV1461;UTM  11      - 5,264,127.631   544,861.625   MT  0.99962473   +0 26 22.6
 SV1461
 SV1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1461!SPC ID W     -   0.99981222  x   0.99996312  =   0.99977535
 SV1461!UTM  11      -   0.99981222  x   0.99962473  =   0.99943702
 SV1461
 SV1461:                Primary Azimuth Mark                     Grid Az
 SV1461:SPC ID W     -  BUMBLEBEE                                023 41 19.1
 SV1461:UTM  11      -  BUMBLEBEE                                022 45 59.8
 SV1461
 SV1461|---------------------------------------------------------------------|
 SV1461| PID    Reference Object                     Distance      Geod. Az  |
 SV1461|                                                           dddmmss.s |
 SV1461| SV1446 BUMBLEBEE                           APPROX.17.8 KM 0231222.4 |
 SV1461| CH7258 DUDLEY RM 1                           3.450 METERS 26928     |
 SV1461| CH7259 DUDLEY RM 2                           3.990 METERS 31441     |
 SV1461|---------------------------------------------------------------------|
 SV1461
 SV1461                          SUPERSEDED SURVEY CONTROL
 SV1461
 SV1461  NAD 83(1986)-  47 31 44.49492(N)    116 24 14.40858(W) AD(       ) 3
 SV1461  NAD 27      -  47 31 44.80079(N)    116 24 10.78440(W) AD(       ) 3
 SV1461  NGVD 29 (07/19/86) 1214.15   (m)         3983.4    (f) LEVELING    3  
 SV1461
 SV1461.Superseded values are not recommended for survey control.
 SV1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1461.See file dsdata.txt to determine how the superseded data were derived.
 SV1461
 SV1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN4486264128(NAD 83)
 SV1461
 SV1461  HISTORY     - Date     Condition        Report By
 SV1461  HISTORY     - 1949     MONUMENTED       USGS
 SV1461  HISTORY     - 1937     GOOD             USGS
 SV1461  HISTORY     - 1938     GOOD             USGS
 SV1461  HISTORY     - 1949     GOOD             USGS
 SV1461  HISTORY     - 1956     GOOD             USGS
 SV1461
 SV1461                          STATION DESCRIPTION
 SV1461
 SV1461'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 SV1461'NOT OCCUPIED, INTERSECTED ONLY.
 SV1461
 SV1461                          STATION RECOVERY (1938)
 SV1461
 SV1461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 SV1461'STATION MARK--CENTER OF LO CABIN ON TOP OF TOWER.
 SV1461'
 SV1461'RM 1--CHISELED CROSS ON TOP OF CONCRETE PIER AT SOUTHWEST CORNER
 SV1461'OF TOWER.
 SV1461'
 SV1461'RM 2--CHISELED CROSS ON TOP OF CONCRETE PIER AT NORTHWEST CORNER
 SV1461'OF TOWER.
 SV1461
 SV1461                          STATION RECOVERY (1949)
 SV1461
 SV1461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 SV1461'RECOVERED AS DESCRIBED.
 SV1461'
 SV1461'LOCATED ABOUT 4.0 MI SW. OF CATALDO, 1.5 MI SE. OF DUDLEY.  ON
 SV1461'DUDLEY PEAK.
 SV1461'
 SV1461'TO REACH FROM GENERAL STORE IN DUDLEY, DRIVE 1.0 MI W. AND S. TO
 SV1461'RD. FORKS.  TAKE LEFT FORK 1.7 MI S. TO RD. INTERSECTION ON TOP OF
 SV1461'RIDGE.  TURN LEFT FOLLOWING RD. 2.3 MI TO DUDLEY LOT AND STATION.
 SV1461'
 SV1461'STATION MARK--STANDARD TABLET STAMPED---DUDLEY 1949---, IN CONCRETE
 SV1461'POST IN GROUND DIRECTLY UNDER CENTER OF LOT.
 SV1461'
 SV1461'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN CONCRETE
 SV1461'STEP OF LOT.
 SV1461'
 SV1461'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN CONCRETE
 SV1461'POST AT NORTHWEST CORNER OF LOT.
 SV1461
 SV1461                          STATION RECOVERY (1956)
 SV1461
 SV1461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SV1461'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 SV1461'LOT HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0985 ***********************************************************************
 RY0985  DESIGNATION -  DULL AXE LOOKOUT TOWER
 RY0985  PID         -  RY0985
 RY0985  STATE/COUNTY-  ID/CLEARWATER
 RY0985  USGS QUAD   -  HEADQUARTERS (1994)
 RY0985
 RY0985                         *CURRENT SURVEY CONTROL
 RY0985  ___________________________________________________________________
 RY0985* NAD 83(1992)-  46 41 19.99114(N)    115 46 36.19608(W)     ADJUSTED  
 RY0985* NAVD 88     -                                                        
 RY0985  ___________________________________________________________________
 RY0985  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 RY0985  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 RY0985
 RY0985  HORZ ORDER  -  THIRD
 RY0985
 RY0985.The horizontal coordinates were established by classical geodetic methods
 RY0985.and adjusted by the National Geodetic Survey in July 1992..
 RY0985
 RY0985
 RY0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0985
 RY0985.The geoid height was determined by GEOID03.
 RY0985
 RY0985;                    North         East     Units Scale Factor Converg.
 RY0985;SPC ID W     -   558,010.809   797,956.067   MT  0.99993338   -0 01 10.0
 RY0985;UTM  11      - 5,171,318.759   593,538.529   MT  0.99970754   +0 53 24.6
 RY0985
 RY0985                          SUPERSEDED SURVEY CONTROL
 RY0985
 RY0985  NAD 83(1986)-  46 41 19.99626(N)    115 46 36.19594(W) AD(       ) 4
 RY0985  NAD 27      -  46 41 20.32100(N)    115 46 32.66700(W) AD(       ) 3
 RY0985
 RY0985.Superseded values are not recommended for survey control.
 RY0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0985.See file dsdata.txt to determine how the superseded data were derived.
 RY0985
 RY0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM9353971319(NAD 83)
 RY0985
 RY0985  HISTORY     - Date     Condition        Report By
 RY0985  HISTORY     - 1959     MONUMENTED       CGS
 RY0985
 RY0985                          STATION DESCRIPTION
 RY0985
 RY0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0985'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.  THE
 RY0985'TOWER IS ABOUT 4 MILES NORTH AND 1-1/2 MILES EAST OF HEADQUARTERS,
 RY0985'5-1/2 MILES SOUTH AND 1 MILE EAST OF BERTHA HILL AND 1-1/2
 RY0985'MILES EAST-SOUTHEAST OF ALDER CREEK.  THE 8 X 8 FOOT WOOD
 RY0985'CAB IS SUPPORTED BY FOUR WOOD POLES AND IS 70 FEET HIGH.
 RY0985'THE HEIGHT WAS OBTAINED FROM THE FOREST SERVICE.  THIS TOWER
 RY0985'WAS BUILT IN 1934.  THIS TOWER IS OWNED BY THE CLEARWATER
 RY0985'TIMBER PROTECTIVE ASSOCIATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0365 ***********************************************************************
 NW0365  DESIGNATION -  DUNCUN
 NW0365  PID         -  NW0365
 NW0365  STATE/COUNTY-  ID/OWYHEE
 NW0365  USGS QUAD   -  LITTLE BLUE TABLE (1972)
 NW0365
 NW0365                         *CURRENT SURVEY CONTROL
 NW0365  ___________________________________________________________________
 NW0365* NAD 83(1992)-  42 21 42.24265(N)    116 03 56.37072(W)     ADJUSTED  
 NW0365* NAVD 88     -      1899.2    (meters)    6231.     (feet)  VERTCON   
 NW0365  ___________________________________________________________________
 NW0365  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 NW0365  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 NW0365
 NW0365  HORZ ORDER  -  SECOND
 NW0365
 NW0365.The horizontal coordinates were established by classical geodetic methods
 NW0365.and adjusted by the National Geodetic Survey in July 1992..
 NW0365
 NW0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0365
 NW0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0365
 NW0365.The geoid height was determined by GEOID03.
 NW0365
 NW0365;                    North         East     Units Scale Factor Converg.
 NW0365;SPC ID W     -    77,246.728   773,997.811   MT  0.99994165   -0 12 45.7
 NW0365;UTM  11      - 4,690,363.146   576,940.463   MT  0.99967284   +0 37 46.6
 NW0365
 NW0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0365!SPC ID W     -   0.99970481  x   0.99994165  =   0.99964648
 NW0365!UTM  11      -   0.99970481  x   0.99967284  =   0.99937775
 NW0365
 NW0365:                Primary Azimuth Mark                     Grid Az
 NW0365:SPC ID W     -  HONEY                                    036 38 05.9
 NW0365:UTM  11      -  HONEY                                    035 47 33.6
 NW0365
 NW0365|---------------------------------------------------------------------|
 NW0365| PID    Reference Object                     Distance      Geod. Az  |
 NW0365|                                                           dddmmss.s |
 NW0365| NW0364 HONEY                               APPROX. 5.5 KM 0362520.2 |
 NW0365| CD5012 DUNCUN RM 1                           7.352 METERS 24456     |
 NW0365| CD5013 DUNCUN RM 2                           8.049 METERS 35035     |
 NW0365|---------------------------------------------------------------------|
 NW0365
 NW0365                          SUPERSEDED SURVEY CONTROL
 NW0365
 NW0365  NAD 83(1986)-  42 21 42.24338(N)    116 03 56.36970(W) AD(       ) 2
 NW0365  NAD 27      -  42 21 42.61491(N)    116 03 53.00484(W) AD(       ) 2
 NW0365  NGVD 29 (07/19/86) 1898.0    (m)         6227.     (f) VERT ANG       
 NW0365
 NW0365.Superseded values are not recommended for survey control.
 NW0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0365.See file dsdata.txt to determine how the superseded data were derived.
 NW0365
 NW0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG7694090363(NAD 83)
 NW0365_MARKER: Z = SEE DESCRIPTION
 NW0365_SETTING: 0 = UNSPECIFIED SETTING
 NW0365
 NW0365  HISTORY     - Date     Condition        Report By
 NW0365  HISTORY     - 1974     MONUMENTED       USGS
 NW0365
 NW0365                          STATION DESCRIPTION
 NW0365
 NW0365'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0365'LOCATED ABOUT 43.0 MI S. OF GRAND VIEW.  ABOUT 12.5 MI NE. OF
 NW0365'RIDDLE.  AND 11.5 MI W. OF GRASMERE.  ON THE HIGHEST POINT OF A
 NW0365'LARGE FLAT MESA WHICH IS E. OF BLUE CREEK AND S. OF DUNCAN CREEK.
 NW0365'
 NW0365'TO REACH FROM GRASMERE STATION ON STATE HIGHWAY 51, DRIVE N. ON
 NW0365'STATE HIGHWAY 51 FOR 0.35 MI TO T-RD. W.  TURN LEFT (W.) AND
 NW0365'CONTINUE FOR 4.1 MI ON MAIN-TRAVELED RD. TO X-RDS.  CONTINUE
 NW0365'STRAIGHT AHEAD (W.) UP RIDGE FOR 2.4 MI TO RD. FORK.  TAKE RIGHT
 NW0365'FORK (W.) FOR 0.7 MI TO RD. FORK.  TAKE LEFT FORK (W.) FOR 0.5 MI
 NW0365'TO RD. FORK.  TAKE LEFT FORK (SW.) FOR 0.3 MI TO RD. FORK.  TAKE
 NW0365'LEFT FORK (SW.) FOR 0.2 MI TO RD. FORK.  TAKE RIGHT FORK (W.)
 NW0365'FOR 1.4 MI TO TOP OF RIMROCK (4 WHEEL DRIVE REQUIRED FOR
 NW0365'REMAINDER OF TRAVEL).  CONTINUE FOR 1.1 MI (WNW.) TO WILDHORSE
 NW0365'SPRING AND OLD CABIN.  CONTINUE W. FOR 0.4 MI TO RD. FORK AND
 NW0365'END OF TRUCK TRAVEL.  PACK SE. TOWARD HIGHEST POINT OF A
 NW0365'LOW BUTTE (HIGHEST POINT OF LITTLE BLUE TABLE) FOR ABOUT 0.7
 NW0365'MI AND STATION.  ABOUT 30 MINUTE PACK.
 NW0365'
 NW0365'STATION REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 NW0365'
 NW0365'STATION MARK.  A STANDARD USGS TABLET STAMPED DUNCAN 1972 SET IN
 NW0365'A LARGE ROCK OUTCROP.
 NW0365'
 NW0365'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NW0365'STAMPED DUNCAN NO 1 1972 SET IN A LARGE BOULDER AND IS 0.3 FT
 NW0365'HIGHER THAN STATION MARK.
 NW0365'
 NW0365'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NW0365'STAMPED DUNCAN NO 2 1972 SET IN A LARGE BOULDER AND IS 0.4 FT
 NW0365'LOWER THAN STATION MARK.
 NW0365'
 NW0365'NOTE--THIS STATION CAN ALSO BE REACHED FROM RIDDLE BY RD. UP
 NW0365'LITTLE BLUE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1191 ***********************************************************************
 PY1191  DESIGNATION -  DUNES
 PY1191  PID         -  PY1191
 PY1191  STATE/COUNTY-  ID/FREMONT
 PY1191  USGS QUAD   -  BIG GRASSY RIDGE (1972)
 PY1191
 PY1191                         *CURRENT SURVEY CONTROL
 PY1191  ___________________________________________________________________
 PY1191* NAD 83(1992)-  44 00 42.94147(N)    111 52 35.99171(W)     ADJUSTED  
 PY1191* NAVD 88     -      1889.2    (meters)    6198.     (feet)  VERTCON   
 PY1191  ___________________________________________________________________
 PY1191  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 PY1191  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 PY1191
 PY1191  HORZ ORDER  -  FIRST
 PY1191
 PY1191.The horizontal coordinates were established by classical geodetic methods
 PY1191.and adjusted by the National Geodetic Survey in July 1992..
 PY1191
 PY1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1191
 PY1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1191
 PY1191.The geoid height was determined by GEOID03.
 PY1191
 PY1191;                    North         East     Units Scale Factor Converg.
 PY1191;SPC ID E     -   260,561.386   223,254.100   MT  0.99995402   +0 12 05.4
 PY1191;UTM  12      - 4,873,571.225   429,728.198   MT  0.99966073   -0 36 32.9
 PY1191
 PY1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1191!SPC ID E     -   0.99970555  x   0.99995402  =   0.99965958
 PY1191!UTM  12      -   0.99970555  x   0.99966073  =   0.99936638
 PY1191
 PY1191|---------------------------------------------------------------------|
 PY1191| PID    Reference Object                     Distance      Geod. Az  |
 PY1191|                                                           dddmmss.s |
 PY1191| CN3434 DUNES RM 1                            5.019 METERS 04353     |
 PY1191| OX0725 ST ANTHONY MUNICIPAL TANK           APPROX.16.7 KM 1080103.0 |
 PY1191| OX0723 ST ANTHONY IDAHO INDUST SCH TK      APPROX.13.6 KM 1100957.0 |
 PY1191| OX0726 SUGAR CITY U I REFIN CO STACK       APPROX.18.5 KM 1433326.4 |
 PY1191| OX0719 SUGAR CITY MUNICIPAL TANK           APPROX.18.7 KM 1451547.3 |
 PY1191| CN3433 DUNES AZ MK                                        1685123.0 |
 PY1191| OX0757 PLANO UNION PACIFIC RR TANK         APPROX.13.2 KM 1861754.5 |
 PY1191| CN3435 DUNES RM 2                            6.723 METERS 30250     |
 PY1191|---------------------------------------------------------------------|
 PY1191
 PY1191                          SUPERSEDED SURVEY CONTROL
 PY1191
 PY1191  NAD 83(1986)-  44 00 42.93774(N)    111 52 35.97791(W) AD(       ) 1
 PY1191  NAD 27      -  44 00 43.26100(N)    111 52 33.08700(W) AD(       ) 1
 PY1191  NGVD 29 (07/19/86) 1888.1    (m)         6195.     (f) VERT ANG       
 PY1191
 PY1191.Superseded values are not recommended for survey control.
 PY1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1191.See file dsdata.txt to determine how the superseded data were derived.
 PY1191
 PY1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP2972873571(NAD 83)
 PY1191_MARKER: DS = TRIANGULATION STATION DISK
 PY1191_SETTING: 66 = SET IN ROCK OUTCROP
 PY1191
 PY1191  HISTORY     - Date     Condition        Report By
 PY1191  HISTORY     - 1946     MONUMENTED       CGS
 PY1191  HISTORY     - 1959     GOOD             CGS
 PY1191  HISTORY     - 1964     SEE DESCRIPTION  USGS
 PY1191
 PY1191                          STATION DESCRIPTION
 PY1191
 PY1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 PY1191'THE STATION IS LOCATED ON THE NORTHEAST ROCKY POINT OF THE
 PY1191'MIDDLE ONE OF 3 PROMINENT HIGH HILLS AT THE SOUTH END OF A
 PY1191'GROUP OF HILLS IN THE SAND DUNES AREA OF THE WASTE LAND AREA
 PY1191'TO THE WEST OF ST. ANTHONY.  IT IS ABOUT 10 MILES AIRLINE WEST
 PY1191'AND NORTH OF ST. ANTHONY, ABOUT 6.5 MILES AIRLINE NORTH AND
 PY1191'EAST OF PARKER AND ABOUT 13 MILES AIRLINE NORTH AND WEST
 PY1191'OF REXBURG.  THE DISK IS SET FLUSH IN ROCK OUTCROP, AT THE
 PY1191'LOWEST POINT OF THE OUTCROP, ABOUT 15 FEET WEST OF THE EAST
 PY1191'ROCKY EDGE OF THE HILL, ABOUT 20 FEET NORTH OF THE SOUTH
 PY1191'ROCKY EDGE OF THE HILL AND 5 FEET SOUTH OF A 4 FOOT ROCK
 PY1191'CAIRN AND IS STAMPED DUNES 1946.
 PY1191'
 PY1191'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN ROCK OUTCROP ABOUT
 PY1191'2 FEET HIGHER AND NORTHEAST OF THE STATION AND IS STAMPED DUNES
 PY1191'NO 1 1946.
 PY1191'
 PY1191'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN ROCK OUTCROP ABOUT
 PY1191'2 FEET HIGHER AND NORTHWEST OF THE STATION AND IS STAMPED DUNES
 PY1191'NO 2 1946.
 PY1191'
 PY1191'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH BY EAST OF THE STATION
 PY1191'AND 1.2 MILES WEST OF THE OLD CONCRETE WATERING TANKS MENTIONED
 PY1191'IN THE DESCRIPTION TO REACH THE STATION.  THE DISK IS SET
 PY1191'FLUSH IN ROCK OUTCROP ON THE WEST SIDE OF A RIDGE RUNNING
 PY1191'NORTH, 4 FEET NORTH OF A 4 INCH SQUARE WHITE WITNESS POST
 PY1191'PROJECTING ABOUT 2-1/2 FEET, ABOUT 125 YARDS NORTH AND UP HILL
 PY1191'FROM THE ROAD AND IS STAMPED DUNES 1946.
 PY1191'
 PY1191'TO REACH THE STATION FROM THE COURTHOUSE IN REXBURG GO NORTH
 PY1191'ON U.S. HIGHWAY NO. 191 FOR 1.1 MILES TO WHERE HIGHWAY TURNS
 PY1191'RIGHT AND A PAVED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE
 PY1191'STRAIGHT AHEAD ON PAVED ROAD, NORTH, FOR 3.6 MILES TO A PAVED
 PY1191'CROSSROAD, (THIS IS 1.0 MILE WEST OF THE TOWN OF PARKER).
 PY1191'CONTINUE STRAIGHT AHEAD ON A GRAVEL ROAD FOR 5.25 MILES TO A
 PY1191'DIM TRACK ROAD LEFT.  TURN LEFT AND FOLLOW TRACK ROAD WEST
 PY1191'FOR 0.7 MILE TO A FORK, TAKE THE LEFT FORK AND CON-0.5 MILE
 PY1191'TO A FORK, TAKE LEFT FORK AND CONTINUE WEST 0.3 MILE TO A 3
 PY1191'FORKED ROAD.  TAKE THE MIDDLE ROAD AND CONTINUE WEST FOR
 PY1191'0.35 MILE TO A FORK, TAKE LEFT FORK AND GO 0.55 MILE TO A
 PY1191'FORK AT AN OLD ORCHARD ON THE RIGHT, TAKE LEFT FORK AND
 PY1191'CONTINUE WEST AND SOUTH 0.35 MILE TO A SIDE ROAD RIGHT.
 PY1191'HERE CONTINUE STRAIGHT AHEAD AND FOLLOW MAIN ROAD SOUTH AND
 PY1191'WEST FOR 1.85 MILES TO THE OLD CONCRETE WATERING TANKS ON
 PY1191'THE RIGHT.  HERE BEAR LEFT 0.05 MILE THEN RIGHT ON A DIM
 PY1191'TRACK ROAD AND GO WEST FOR 1.2 MILES TO A POINT WHERE THE
 PY1191'ROAD BEARS RIGHT DOWN HILL.  (THE AZIMUTH MARK IS 125 YARDS
 PY1191'NORTH AND UP HILL FROM THIS POINT).  CONTINUE DOWN HILL
 PY1191'ON TRACK ROAD INTO A SANDY VALLEY, 0.3 MILE.  FROM HERE DRIVE
 PY1191'CROSS COUNTRY NORTHERLY FOR 0.6 MILE TO A SADDLE BETWEEN
 PY1191'2 HILLS.  FROM HERE GO WESTERLY UP STEEP SLOPE ABOUT 0.25
 PY1191'MILE TO EDGE OF LARGE ROCKS, A POINT ABOUT 50 YARDS BELOW THE
 PY1191'STATION SITE.
 PY1191
 PY1191                          STATION RECOVERY (1959)
 PY1191
 PY1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PY1191'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN
 PY1191'1946, EXCEPT IT IS IN FREMONT INSTEAD OF JEFFERSON COUNTY.
 PY1191'ALL OF THE MARKS WERE RECOVERED, FOUND TO BE IN GOOD CONDITION
 PY1191'AND AS DESCRIBED.
 PY1191'
 PY1191'THE 1946 ROUTE WAS FOUND TO BE OBSOLETE.  A NEW ROUTE IS AS
 PY1191'FOLLOWS--FROM THE COURTHOUSE IN REXBURG, DRIVE NORTH ON U.S.
 PY1191'HIGHWAY 191 FOR 1.1 MILES TO WHERE THE HIGHWAY TURNS RIGHT AND
 PY1191'A PAVED ROAD CONTINUES STRAIGHT AHEAD.  KEEP STRAIGHT AHEAD
 PY1191'ON THE PAVED ROAD AND DRIVE NORTH FOR 12.0 MILES TO A SIDE
 PY1191'ROAD ON THE LEFT WHICH LEADS TO FULLMERS BEACH RESORT.  CONTINUE
 PY1191'STRAIGHT AHEAD ON THE GRAVELED ROAD AND DRIVE NORTH FOR 1.4
 PY1191'MILES TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND DRIVE WEST
 PY1191'FOR 0.9 MILE TO A Y-FORK.  KEEP THE LEFT FORK AND CONTINUE
 PY1191'WESTERLY FOR 0.7 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND
 PY1191'DRIVE WEST AND SOUTHWEST FOR 1.2 MILES TO A Y-FORK.  TAKE
 PY1191'THE RIGHT FORK AND DRIVE WESTERLY OVER A LOW RIDGE FOR 1.4
 PY1191'MILES TO A Y-FORK.  KEEP THE RIGHT FORK, SOUTHWEST, FOR
 PY1191'0.2 MILE TO A CROSSROAD.  KEEP STRAIGHT AHEAD AND DRIVE
 PY1191'WEST ON AN OLD BLADED ROAD ALONG THE NORTH SLOPE OF A HIGH
 PY1191'HILL FOR 0.6 MILE TO THE CREST OF THE RIDGE IN A SADDLE.*
 PY1191'TURN RIGHT AND DRIVE WEST UP THE STEEP SLOPE FOR 0.25 MILE,
 PY1191'THENCE PACK WEST UP THE STEEP ROCKY SLOPE FOR 50 YARDS TO
 PY1191'THE SUMMIT OF A HIGH ROCK POINT AND THE STATION.
 PY1191'
 PY1191'*TO REACH THE AZIMUTH MARK, CONTINUE THE ROAD SOUTH DOWN HILL
 PY1191'FOR 0.6 MILE TO A Y-FORK.** KEEP THE LEFT FORK AND CONTINUE
 PY1191'SOUTHEAST FOR 0.4 MILE TO A POINT ABOUT 100 YARDS WEST OF WHERE
 PY1191'THE ROAD CROSSES THE SUMMIT OF A NORTH-SOUTH RIDGE.  PACK
 PY1191'NORTH FOR 125 YARDS TO A GROUP OF LARGE BOULDERS WHICH PROJECTS
 PY1191'FROM THE WEST SLOPE OF THE RIDGE AND THE AZIMUTH MARK.  THE
 PY1191'MARK IS 5 FEET SOUTHEAST OF A 4 INCH SQUARE WHITE WITNESS
 PY1191'POST WHICH PROJECTS 2-1/2 FEET.
 PY1191'
 PY1191'**THE STATION CAN BE DRIVEN TO WITH A 4-WHEEL-DRIVE VEHICLE
 PY1191'BY KEEPING THE RIGHT FORK AND DRIVING SOUTH, WEST AND
 PY1191'NORTHWEST ON THE TRACK ROAD FOR 0.7 MILE, THENCE BEAR RIGHT
 PY1191'OFF THE ROAD AND DRIVE NORTHEAST AND NORTH ALONG THE CREST
 PY1191'OF THE RIDGE FOR 0.5 MILE TO THE HIGHEST POINT AND THE STATION.
 PY1191
 PY1191                          STATION RECOVERY (1964)
 PY1191
 PY1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PY1191'STATION MARK--THE DISK IS SET FLUSH IN ROCK OUTCROP, AT THE LOWEST
 PY1191'POINT OF THE OUTCROP, STAMPED---DUNES 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0935 ***********************************************************************
 OZ0935  DESIGNATION -  DURO
 OZ0935  PID         -  OZ0935
 OZ0935  STATE/COUNTY-  ID/LINCOLN
 OZ0935  USGS QUAD   -  PAGARI (1979)
 OZ0935
 OZ0935                         *CURRENT SURVEY CONTROL
 OZ0935  ___________________________________________________________________
 OZ0935* NAD 83(1994)-  43 03 23.55448(N)    114 06 31.18118(W)     ADJUSTED  
 OZ0935* NAVD 88     -      1341.3    (meters)    4401.     (feet)  VERTCON   
 OZ0935  ___________________________________________________________________
 OZ0935  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 OZ0935  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 OZ0935
 OZ0935  HORZ ORDER  -  SECOND
 OZ0935
 OZ0935.The horizontal coordinates were established by classical geodetic methods
 OZ0935.and adjusted by the National Geodetic Survey in June 1998..
 OZ0935
 OZ0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0935
 OZ0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0935
 OZ0935.The geoid height was determined by GEOID03.
 OZ0935
 OZ0935;                    North         East     Units Scale Factor Converg.
 OZ0935;SPC ID C     -   154,385.497   491,148.236   MT  0.99994833   -0 04 27.1
 OZ0935;UTM  11      - 4,771,151.670   735,458.956   MT  1.00028208   +1 58 29.6
 OZ0935
 OZ0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0935!SPC ID C     -   0.99979186  x   0.99994833  =   0.99974020
 OZ0935!UTM  11      -   0.99979186  x   1.00028208  =   1.00007388
 OZ0935
 OZ0935|---------------------------------------------------------------------|
 OZ0935| PID    Reference Object                     Distance      Geod. Az  |
 OZ0935|                                                           dddmmss.s |
 OZ0935| CD5014 DURO RM 1                            15.022 METERS 07050     |
 OZ0935| CD5015 DURO RM 2                            16.842 METERS 17124     |
 OZ0935| OZ0936 RICH                                APPROX. 6.4 KM 2494346.3 |
 OZ0935|---------------------------------------------------------------------|
 OZ0935
 OZ0935                          SUPERSEDED SURVEY CONTROL
 OZ0935
 OZ0935  NAD 83(1992)-  43 03 23.55448(N)    114 06 31.18118(W) AD(       ) 2
 OZ0935  NAD 83(1986)-  43 03 23.55310(N)    114 06 31.17761(W) AD(       ) 2
 OZ0935  NAD 27      -  43 03 23.89105(N)    114 06 28.05517(W) AD(       ) 2
 OZ0935  NGVD 29 (07/19/86) 1340.4    (m)         4398.     (f) VERT ANG       
 OZ0935
 OZ0935.Superseded values are not recommended for survey control.
 OZ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0935.See file dsdata.txt to determine how the superseded data were derived.
 OZ0935
 OZ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH3545971152(NAD 83)
 OZ0935_MARKER: DD = SURVEY DISK
 OZ0935_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0935_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OZ0935
 OZ0935  HISTORY     - Date     Condition        Report By
 OZ0935  HISTORY     - 1973     MONUMENTED       USGS
 OZ0935
 OZ0935                          STATION DESCRIPTION
 OZ0935
 OZ0935'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0935'LOCATED ABOUT 2.2 MI E. OF RICHFIELD AND 1.0 MI S. OF
 OZ0935'U.S. HIGHWAY 26 ON A LOW BARE TOP ON SOUTH SIDE OF LITTLEWOOD
 OZ0935'RIVER JUST N. OF A CAIRN.
 OZ0935'
 OZ0935'TO REACH FROM THE MAIN INTERSECTION IN RICHFIELD TRAVEL E. ON
 OZ0935'U.S. 20 AND 26 FOR 4.5 MI TO A T-RD. RIGHT.  TURN RIGHT (S.)
 OZ0935'AND GO 0.45 MI CROSSING BOTH RR. AND RIVER TO A
 OZ0935'RD. FK. RIGHT.  TAKE RIGHT FORK AND GO 0.25 MI TO A
 OZ0935'GATE.  CONTINUE FOR 1.65 MI TO ANOTHER GATE.  CONTINUE ON FOR
 OZ0935'0.9 MI TO NORTH END OF A HILL.  TURN LEFT ACROSS COUNTRY AND
 OZ0935'UPHILL FOR 0.2 MI TO NORTH END OF HILL AND STATION.
 OZ0935'
 OZ0935'STATION MARK--A STANDARD USGS TABLET STAMPED DURO 1970
 OZ0935'CEMENTED IN A DRILL HOLE IN A LAVA ROCK.
 OZ0935'
 OZ0935'REFERENCE MARK NO. 1--A STANDARD RM TABLET STAMPED DURO NO
 OZ0935'1 1970 CEMENTED IN A DRILL HOLE.
 OZ0935'
 OZ0935'REFERENCE MARK NO. 2--A STANDARD RM TABLET STAMPED DURO NO 2
 OZ0935'1970 CEMENTED IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0372 ***********************************************************************
 NT0372  DESIGNATION -  E
 NT0372  PID         -  NT0372
 NT0372  STATE/COUNTY-  ID/BANNOCK
 NT0372  USGS QUAD   -  SWAN LAKE (1982)
 NT0372
 NT0372                         *CURRENT SURVEY CONTROL
 NT0372  ___________________________________________________________________
 NT0372* NAD 83(1994)-  42 16 06.34387(N)    111 59 00.65733(W)     ADJUSTED  
 NT0372* NAVD 88     -      1448.223  (meters)    4751.38   (feet)  POSTED    
 NT0372  ___________________________________________________________________
 NT0372  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 NT0372  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 NT0372  DYNAMIC HT  -        1447.260 (meters)    4748.22  (feet)  COMP
 NT0372  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 NT0372
 NT0372  HORZ ORDER  -  SECOND
 NT0372  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NT0372
 NT0372.The horizontal coordinates were established by classical geodetic methods
 NT0372.and adjusted by the National Geodetic Survey in November 1997..
 NT0372
 NT0372.The orthometric height was determined by differential leveling
 NT0372.and adjusted by the National Geodetic Survey in 1992..
 NT0372.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NT0372.rate of 1.1 thru 2.0 mm/km.
 NT0372
 NT0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0372
 NT0372.The geoid height was determined by GEOID03.
 NT0372
 NT0372.The dynamic height is computed by dividing the NAVD 88
 NT0372.geopotential number by the normal gravity value computed on the
 NT0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0372.degrees latitude (g = 980.6199 gals.).
 NT0372
 NT0372.The modeled gravity was interpolated from observed gravity values.
 NT0372
 NT0372;                    North         East     Units Scale Factor Converg.
 NT0372;SPC ID E     -    66,852.049   215,109.446   MT  0.99995018   +0 07 23.5
 NT0372;UTM  12      - 4,680,048.529   418,890.383   MT  0.99968094   -0 39 41.6
 NT0372
 NT0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0372!SPC ID E     -   0.99977508  x   0.99995018  =   0.99972527
 NT0372!UTM  12      -   0.99977508  x   0.99968094  =   0.99945609
 NT0372
 NT0372                          SUPERSEDED SURVEY CONTROL
 NT0372
 NT0372  NAD 83(1992)-  42 16 06.34177(N)    111 59 00.65395(W) AD(       ) 2
 NT0372  NAD 83(1986)-  42 16 06.34013(N)    111 59 00.64710(W) AD(       ) 2
 NT0372  NAD 27      -  42 16 06.62500(N)    111 58 57.80000(W) AD(       ) 2
 NT0372  NGVD 29 (07/19/86) 1447.21   (m)         4748.1    (f) LEVELING    3  
 NT0372
 NT0372.Superseded values are not recommended for survey control.
 NT0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0372.See file dsdata.txt to determine how the superseded data were derived.
 NT0372
 NT0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM1889080049(NAD 83)
 NT0372_MARKER: Q = CHISELED SQUARE
 NT0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0372_SP_SET: LIMESTONE POST
 NT0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0372+STABILITY: SURFACE MOTION
 NT0372
 NT0372  HISTORY     - Date     Condition        Report By
 NT0372  HISTORY     - 1915     MONUMENTED       CGS
 NT0372  HISTORY     - 1967     GOOD             NGS
 NT0372
 NT0372                          STATION DESCRIPTION
 NT0372
 NT0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CVH)
 NT0372'STATION IS NEAR OXFORD IN THE YARD OF AN ABANDONED CREAMERY,
 NT0372'12 FEET S OF THE GATE AND 30 PACES E OF THE MAIN TRACK OF THE
 NT0372'OREGON SHORT LINE RAILROAD.  IT IS MARKED BY A STONE OR CEMENT
 NT0372'POST PROJECTING ABOUT 6 INCHES FROM THE GROUND WITH THE LETTERS
 NT0372'U.S.B.M. CUT IN THE TOP.
 NT0372
 NT0372                          STATION RECOVERY (1967)
 NT0372
 NT0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NT0372'3.4 MI SE FROM SWAN LAKE.
 NT0372'3.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 NT0372'OF A COUNTY ROAD AT SWAN LAKE, 2 POLES NORTH AND ACROSS THE TRACK FROM
 NT0372'MILEPOLE 81.25, 90.6 FEET EAST OF THE EAST RAIL, 194 FEET EAST AND
 NT0372'ACROSS THE TRACK FROM THE SECOND TELEPHONE POLE NORTH OF THE MILEPOLE,
 NT0372'50 FEET NORTHEAST OF A TELEPHONE POLE, 4.0 FEET EAST OF THE EAST
 NT0372'RAILROAD RIGHT-OF-WAY FENCE, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT 2
 NT0372'FEET LOWER THAN THE TRACK, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A
 NT0372'LIMESTONE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0499 ***********************************************************************
 SU0499  DESIGNATION -  E
 SU0499  PID         -  SU0499
 SU0499  STATE/COUNTY-  ID/SHOSHONE
 SU0499  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0499
 SU0499                         *CURRENT SURVEY CONTROL
 SU0499  ___________________________________________________________________
 SU0499* NAD 83(1986)-  47 27 27.     (N)    115 43 45.     (W)     SCALED    
 SU0499* NAVD 88     -      1248.832  (meters)    4097.21   (feet)  ADJUSTED  
 SU0499  ___________________________________________________________________
 SU0499  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 SU0499  DYNAMIC HT  -        1248.703 (meters)    4096.79  (feet)  COMP
 SU0499  MODELED GRAV-     980,465.3   (mgal)                       NAVD 88
 SU0499
 SU0499  VERT ORDER  -  SECOND    CLASS 0
 SU0499
 SU0499.The horizontal coordinates were scaled from a topographic map and have
 SU0499.an estimated accuracy of +/- 6 seconds.
 SU0499
 SU0499.The orthometric height was determined by differential leveling
 SU0499.and adjusted by the National Geodetic Survey in June 1991..
 SU0499
 SU0499.The geoid height was determined by GEOID03.
 SU0499
 SU0499.The dynamic height is computed by dividing the NAVD 88
 SU0499.geopotential number by the normal gravity value computed on the
 SU0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0499.degrees latitude (g = 980.6199 gals.).
 SU0499
 SU0499.The modeled gravity was interpolated from observed gravity values.
 SU0499
 SU0499;                    North         East    Units  Estimated Accuracy
 SU0499;SPC ID W     -   643,450.      801,570.      MT  (+/- 180 meters Scaled)
 SU0499
 SU0499                          SUPERSEDED SURVEY CONTROL
 SU0499
 SU0499  NGVD 29 (??/??/92) 1247.612  (m)         4093.21   (f) ADJ UNCH    2 0
 SU0499
 SU0499.Superseded values are not recommended for survey control.
 SU0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0499.See file dsdata.txt to determine how the superseded data were derived.
 SU0499
 SU0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN957567(NAD 83)
 SU0499_MARKER: DD = SURVEY DISK
 SU0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0499_STAMPING: E
 SU0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0499+STABILITY: SURFACE MOTION
 SU0499
 SU0499  HISTORY     - Date     Condition        Report By
 SU0499  HISTORY     - UNK      MONUMENTED       IDPWD
 SU0499  HISTORY     - 1958     GOOD             NGS
 SU0499  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0499
 SU0499                          STATION DESCRIPTION
 SU0499
 SU0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SU0499'4.15 MI E FROM MULLAN.
 SU0499'4.15 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE INTERSECTION OF BOULDER
 SU0499'CREEK ROAD AND U.S. HIGHWAY 10 AT MULLAN, 15.0 FEET EAST OF THE EDGE
 SU0499'OF THE PAVEMENT, SET IN THE TOP OF A ROUND CONCRETE POST.
 SU0499
 SU0499                          STATION RECOVERY (1982)
 SU0499
 SU0499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0113 ***********************************************************************
 TO0113  DESIGNATION -  E 10
 TO0113  PID         -  TO0113
 TO0113  STATE/COUNTY-  ID/BONNER
 TO0113  USGS QUAD   -  ELMIRA (1989)
 TO0113
 TO0113                         *CURRENT SURVEY CONTROL
 TO0113  ___________________________________________________________________
 TO0113* NAD 83(1986)-  48 24 50.     (N)    116 28 53.     (W)     SCALED    
 TO0113* NAVD 88     -       652.792  (meters)    2141.70   (feet)  ADJUSTED  
 TO0113  ___________________________________________________________________
 TO0113  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 TO0113  DYNAMIC HT  -         652.846 (meters)    2141.88  (feet)  COMP
 TO0113  MODELED GRAV-     980,672.9   (mgal)                       NAVD 88
 TO0113
 TO0113  VERT ORDER  -  FIRST     CLASS II
 TO0113
 TO0113.The horizontal coordinates were scaled from a topographic map and have
 TO0113.an estimated accuracy of +/- 6 seconds.
 TO0113
 TO0113.The orthometric height was determined by differential leveling
 TO0113.and adjusted by the National Geodetic Survey in June 1991..
 TO0113
 TO0113.The geoid height was determined by GEOID03.
 TO0113
 TO0113.The dynamic height is computed by dividing the NAVD 88
 TO0113.geopotential number by the normal gravity value computed on the
 TO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0113.degrees latitude (g = 980.6199 gals.).
 TO0113
 TO0113.The modeled gravity was interpolated from observed gravity values.
 TO0113
 TO0113;                    North         East    Units  Estimated Accuracy
 TO0113;SPC ID W     -   750,050.      745,860.      MT  (+/- 180 meters Scaled)
 TO0113
 TO0113                          SUPERSEDED SURVEY CONTROL
 TO0113
 TO0113  NGVD 29 (??/??/92)  651.609  (m)         2137.82   (f) ADJ UNCH    1 2
 TO0113
 TO0113.Superseded values are not recommended for survey control.
 TO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0113.See file dsdata.txt to determine how the superseded data were derived.
 TO0113
 TO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP383624(NAD 83)
 TO0113_MARKER: P = PIPE CAP
 TO0113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0113_STAMPING: 2138.040 E 10 1914
 TO0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0113
 TO0113  HISTORY     - Date     Condition        Report By
 TO0113  HISTORY     - 1914     MONUMENTED       CGS
 TO0113  HISTORY     - 1944     GOOD             NGS
 TO0113  HISTORY     - 1973     MARK NOT FOUND   NGS
 TO0113
 TO0113                          STATION DESCRIPTION
 TO0113
 TO0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0113'4.5 MI S FROM ELMIRA.
 TO0113'4.5 MILES SOUTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 TO0113'STATION AT ELMIRA, SET AT THE SOUTHWEST END OF THE SECOND CURVE SOUTH
 TO0113'OF THE PACK RIVER BRIDGE, 57.4 FEET NORTHEAST OF THE 10TH. POLE
 TO0113'NORTHEAST OF MILEPOST NO. 85, 29.5 FEET SOUTHEAST OF THE SOUTHEAST
 TO0113'RAIL OF TRACK, 18.1 FEET NORTHWEST OF THE FENCE, 2 FEET NORTHEAST OF
 TO0113'REFERENCE POST.  BRONZE BENCH MARK CAP ON TOP OF A 3 1/2-INCH IRON
 TO0113'PIPE PROJECTING ABOUT 1.5 FEET ABOVE THE GROUND.
 TO0113
 TO0113                          STATION RECOVERY (1973)
 TO0113
 TO0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TO0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0358 ***********************************************************************
 NU0358  DESIGNATION -  E 100
 NU0358  PID         -  NU0358
 NU0358  STATE/COUNTY-  ID/ONEIDA
 NU0358  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0358
 NU0358                         *CURRENT SURVEY CONTROL
 NU0358  ___________________________________________________________________
 NU0358* NAD 83(1986)-  42 15 58.     (N)    112 12 34.     (W)     SCALED    
 NU0358* NAVD 88     -      1525.034  (meters)    5003.38   (feet)  ADJUSTED  
 NU0358  ___________________________________________________________________
 NU0358  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 NU0358  DYNAMIC HT  -        1524.001 (meters)    4999.99  (feet)  COMP
 NU0358  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 NU0358
 NU0358  VERT ORDER  -  SECOND    CLASS 0
 NU0358
 NU0358.The horizontal coordinates were scaled from a topographic map and have
 NU0358.an estimated accuracy of +/- 6 seconds.
 NU0358
 NU0358.The orthometric height was determined by differential leveling
 NU0358.and adjusted by the National Geodetic Survey in June 1991..
 NU0358
 NU0358.The geoid height was determined by GEOID03.
 NU0358
 NU0358.The dynamic height is computed by dividing the NAVD 88
 NU0358.geopotential number by the normal gravity value computed on the
 NU0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0358.degrees latitude (g = 980.6199 gals.).
 NU0358
 NU0358.The modeled gravity was interpolated from observed gravity values.
 NU0358
 NU0358;                    North         East    Units  Estimated Accuracy
 NU0358;SPC ID E     -    66,580.      196,470.      MT  (+/- 180 meters Scaled)
 NU0358
 NU0358                          SUPERSEDED SURVEY CONTROL
 NU0358
 NU0358  NGVD 29 (??/??/92) 1523.940  (m)         4999.79   (f) ADJ UNCH    2 0
 NU0358
 NU0358.Superseded values are not recommended for survey control.
 NU0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0358.See file dsdata.txt to determine how the superseded data were derived.
 NU0358
 NU0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM002800(NAD 83)
 NU0358_MARKER: DB = BENCH MARK DISK
 NU0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0358_STAMPING: E 100 1960
 NU0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0358+STABILITY: SURFACE MOTION
 NU0358
 NU0358  HISTORY     - Date     Condition        Report By
 NU0358  HISTORY     - 1960     MONUMENTED       CGS
 NU0358  HISTORY     - 1967     GOOD             NGS
 NU0358
 NU0358                          STATION DESCRIPTION
 NU0358
 NU0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0358'5.1 MI N FROM MALAD.
 NU0358'5.1 MILES NORTH ALONG U.S. HIGHWAY 91 FROM ITS JUNCTION WITH STATE
 NU0358'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, 0.1 MILE NORTH OF A CURVE, 110
 NU0358'FEET NORTHWEST FROM THE NORTHWEST CORNER OF A FARM HOUSEM 36 FEET FROM
 NU0358'THE CENTER OF THE HIGHWAY, 21 FEET NORTH FROM THE CENTER OF THE ROAD
 NU0358'LEADING TO THE HOUSE, 22 FEET WEST FROM THE RIGHT OF WAY FENCE, 18
 NU0358'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, 2 FEET NORTHWEST OF
 NU0358'A POLE, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 2 INCHES
 NU0358'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1269 ***********************************************************************
 NU1269  DESIGNATION -  E 101
 NU1269  PID         -  NU1269
 NU1269  STATE/COUNTY-  ID/CASSIA
 NU1269  USGS QUAD   -  RUPERT SE (1978)
 NU1269
 NU1269                         *CURRENT SURVEY CONTROL
 NU1269  ___________________________________________________________________
 NU1269* NAD 83(1986)-  42 34 14.     (N)    113 31 00.     (W)     SCALED    
 NU1269* NAVD 88     -      1331.343  (meters)    4367.91   (feet)  ADJUSTED  
 NU1269  ___________________________________________________________________
 NU1269  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 NU1269  DYNAMIC HT  -        1330.570 (meters)    4365.38  (feet)  COMP
 NU1269  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 NU1269
 NU1269  VERT ORDER  -  FIRST     CLASS II
 NU1269
 NU1269.The horizontal coordinates were scaled from a topographic map and have
 NU1269.an estimated accuracy of +/- 6 seconds.
 NU1269
 NU1269.The orthometric height was determined by differential leveling
 NU1269.and adjusted by the National Geodetic Survey in June 1991..
 NU1269
 NU1269.The geoid height was determined by GEOID03.
 NU1269
 NU1269.The dynamic height is computed by dividing the NAVD 88
 NU1269.geopotential number by the normal gravity value computed on the
 NU1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1269.degrees latitude (g = 980.6199 gals.).
 NU1269
 NU1269.The modeled gravity was interpolated from observed gravity values.
 NU1269
 NU1269;                    North         East    Units  Estimated Accuracy
 NU1269;SPC ID C     -   100,510.      539,680.      MT  (+/- 180 meters Scaled)
 NU1269
 NU1269                          SUPERSEDED SURVEY CONTROL
 NU1269
 NU1269  NGVD 29 (??/??/92) 1330.362  (m)         4364.70   (f) ADJ UNCH    1 2
 NU1269
 NU1269.Superseded values are not recommended for survey control.
 NU1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1269.See file dsdata.txt to determine how the superseded data were derived.
 NU1269
 NU1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN934161(NAD 83)
 NU1269_MARKER: DB = BENCH MARK DISK
 NU1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU1269_SP_SET: CURB
 NU1269_STAMPING: E 101 1960
 NU1269_MARK LOGO: CGS   
 NU1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1269
 NU1269  HISTORY     - Date     Condition        Report By
 NU1269  HISTORY     - 1960     MONUMENTED       CGS
 NU1269  HISTORY     - 1983     GOOD             NGS
 NU1269
 NU1269                          STATION DESCRIPTION
 NU1269
 NU1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1269'8.65 MI NE FROM DECLO.
 NU1269'3.35 MILES NORTH ON STATE HIGHWAY 77 FROM DECLO TO THE JUNCTION OF
 NU1269'STATE HIGHWAY 77 AND INTERSTATE HIGHWAY 80N, THENCE 5.3 MILES EAST ON
 NU1269'INTERSTATE HIGHWAY 80N TO THE JUNCTION OF INTERSTATE HIGHWAYS 80 AND
 NU1269'15W, (SALT LAKE INTERCHANGE), 14 FEET NORTH OF THE CENTERLINE OF THE
 NU1269'EAST BOUND TRAFFIC LANE, 1.8 FEET WEST OF THE EAST END OF THE
 NU1269'INTERCHANGE, SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 NU1269'CONCRETE CURB OF THE EAST BOUND TRAFFIC LANE AND 0.7 FOOT ABOVE THE
 NU1269'ROADWAY.
 NU1269
 NU1269                          STATION RECOVERY (1983)
 NU1269
 NU1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1269'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU1269'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU1269'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU1269'0.4 KM (0.2 MI) EAST ALONG INTERSTATE 86, IN TOP OF EAST END OF THE
 NU1269'NORTH CURB FOR THE EAST BOUND BRIDGE OVER INTERSTATE 84 WEST BOUND,
 NU1269'1.55 KM (0.95 MI) WEST OF MILEPOST 1, 4.2 METERS (14 FT) NORTH OF THE
 NU1269'EAST BOUND HIGHWAY CENTERLINE.
 NU1269'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1042 ***********************************************************************
 NU1042  DESIGNATION -  E 102
 NU1042  PID         -  NU1042
 NU1042  STATE/COUNTY-  ID/CASSIA
 NU1042  USGS QUAD   -  SWEETZER CANYON (1985)
 NU1042
 NU1042                         *CURRENT SURVEY CONTROL
 NU1042  ___________________________________________________________________
 NU1042* NAD 83(1986)-  42 14 14.     (N)    113 05 00.     (W)     SCALED    
 NU1042* NAVD 88     -      1583.952  (meters)    5196.68   (feet)  ADJUSTED  
 NU1042  ___________________________________________________________________
 NU1042  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 NU1042  DYNAMIC HT  -        1582.867 (meters)    5193.12  (feet)  COMP
 NU1042  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 NU1042
 NU1042  VERT ORDER  -  SECOND    CLASS 0
 NU1042
 NU1042.The horizontal coordinates were scaled from a topographic map and have
 NU1042.an estimated accuracy of +/- 6 seconds.
 NU1042
 NU1042.The orthometric height was determined by differential leveling
 NU1042.and adjusted by the National Geodetic Survey in June 1991..
 NU1042
 NU1042.The geoid height was determined by GEOID03.
 NU1042
 NU1042.The dynamic height is computed by dividing the NAVD 88
 NU1042.geopotential number by the normal gravity value computed on the
 NU1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1042.degrees latitude (g = 980.6199 gals.).
 NU1042
 NU1042.The modeled gravity was interpolated from observed gravity values.
 NU1042
 NU1042;                    North         East    Units  Estimated Accuracy
 NU1042;SPC ID C     -    63,780.      575,660.      MT  (+/- 180 meters Scaled)
 NU1042
 NU1042                          SUPERSEDED SURVEY CONTROL
 NU1042
 NU1042  NGVD 29 (??/??/92) 1582.830  (m)         5193.00   (f) ADJ UNCH    2 0
 NU1042
 NU1042.Superseded values are not recommended for survey control.
 NU1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1042.See file dsdata.txt to determine how the superseded data were derived.
 NU1042
 NU1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM281782(NAD 83)
 NU1042_MARKER: DB = BENCH MARK DISK
 NU1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1042_STAMPING: E 102 1960
 NU1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1042+STABILITY: SURFACE MOTION
 NU1042
 NU1042  HISTORY     - Date     Condition        Report By
 NU1042  HISTORY     - 1960     MONUMENTED       CGS
 NU1042
 NU1042                          STATION DESCRIPTION
 NU1042
 NU1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1042'19.3 MI SE FROM MALTA.
 NU1042'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1042'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A GRAVEL ROAD, THENCE 2.3
 NU1042'MILES SOUTH, THENCE 6.4 MILES SOUTHEAST ON GRAVEL ROAD LEADING TO
 NU1042'JUNIPER, 23.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.8 FEET WEST
 NU1042'OF A FENCE LINE, 1.4 FEET NORTH OF METAL WITNESS POST WITH SIGN, SET
 NU1042'IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1195 ***********************************************************************
 NU1195  DESIGNATION -  E 103
 NU1195  PID         -  NU1195
 NU1195  STATE/COUNTY-  ID/MINIDOKA
 NU1195  USGS QUAD   -  BURLEY SE (1978)
 NU1195
 NU1195                         *CURRENT SURVEY CONTROL
 NU1195  ___________________________________________________________________
 NU1195* NAD 83(1986)-  42 34 05.     (N)    113 45 49.     (W)     SCALED    
 NU1195* NAVD 88     -      1264.825  (meters)    4149.68   (feet)  ADJUSTED  
 NU1195  ___________________________________________________________________
 NU1195  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 NU1195  DYNAMIC HT  -        1264.109 (meters)    4147.33  (feet)  COMP
 NU1195  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 NU1195
 NU1195  VERT ORDER  -  SECOND    CLASS 0
 NU1195
 NU1195.The horizontal coordinates were scaled from a topographic map and have
 NU1195.an estimated accuracy of +/- 6 seconds.
 NU1195
 NU1195.The orthometric height was determined by differential leveling
 NU1195.and adjusted by the National Geodetic Survey in June 1991..
 NU1195
 NU1195.The geoid height was determined by GEOID03.
 NU1195
 NU1195.The dynamic height is computed by dividing the NAVD 88
 NU1195.geopotential number by the normal gravity value computed on the
 NU1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1195.degrees latitude (g = 980.6199 gals.).
 NU1195
 NU1195.The modeled gravity was interpolated from observed gravity values.
 NU1195
 NU1195;                    North         East    Units  Estimated Accuracy
 NU1195;SPC ID C     -   100,140.      519,410.      MT  (+/- 180 meters Scaled)
 NU1195
 NU1195                          SUPERSEDED SURVEY CONTROL
 NU1195
 NU1195  NGVD 29 (??/??/92) 1263.863  (m)         4146.52   (f) ADJ UNCH    2 0
 NU1195
 NU1195.Superseded values are not recommended for survey control.
 NU1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1195.See file dsdata.txt to determine how the superseded data were derived.
 NU1195
 NU1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN731165(NAD 83)
 NU1195_MARKER: DB = BENCH MARK DISK
 NU1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1195_STAMPING: E 103 1960
 NU1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1195+STABILITY: SURFACE MOTION
 NU1195
 NU1195  HISTORY     - Date     Condition        Report By
 NU1195  HISTORY     - 1960     MONUMENTED       CGS
 NU1195
 NU1195                          STATION DESCRIPTION
 NU1195
 NU1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1195'3.55 MI SE FROM PAUL.
 NU1195'2.0 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE HIGHWAY
 NU1195'25 AT PAUL TO ROAD 300 SOUTH, THENCE 1.0 MILE EAST TO ROAD 500 WEST,
 NU1195'THENCE 0.55 MILE SOUTH, 59 FEET EAST OF THE CENTERLINE OF THE ROAD,
 NU1195'1.9 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL
 NU1195'CONCRETE POST PROJECTING 6 INCHES AND OF THE SOUTH RIGHT-OF-WAY OF
 NU1195'INTERSTATE HIGHWAY 80N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0119 ***********************************************************************
 NW0119  DESIGNATION -  E 106
 NW0119  PID         -  NW0119
 NW0119  STATE/COUNTY-  ID/OWYHEE
 NW0119  USGS QUAD   -  STONEHOUSE CREEK (1990)
 NW0119
 NW0119                         *CURRENT SURVEY CONTROL
 NW0119  ___________________________________________________________________
 NW0119* NAD 83(1986)-  42 55 29.     (N)    116 59 49.     (W)     SCALED    
 NW0119* NAVD 88     -      1361.388  (meters)    4466.49   (feet)  ADJUSTED  
 NW0119  ___________________________________________________________________
 NW0119  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 NW0119  DYNAMIC HT  -        1360.639 (meters)    4464.03  (feet)  COMP
 NW0119  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 NW0119
 NW0119  VERT ORDER  -  SECOND    CLASS 0
 NW0119
 NW0119.The horizontal coordinates were scaled from a topographic map and have
 NW0119.an estimated accuracy of +/- 6 seconds.
 NW0119
 NW0119.The orthometric height was determined by differential leveling
 NW0119.and adjusted by the National Geodetic Survey in June 1991..
 NW0119
 NW0119.The geoid height was determined by GEOID03.
 NW0119
 NW0119.The dynamic height is computed by dividing the NAVD 88
 NW0119.geopotential number by the normal gravity value computed on the
 NW0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0119.degrees latitude (g = 980.6199 gals.).
 NW0119
 NW0119.The modeled gravity was interpolated from observed gravity values.
 NW0119
 NW0119;                    North         East    Units  Estimated Accuracy
 NW0119;SPC ID W     -   140,490.      698,210.      MT  (+/- 180 meters Scaled)
 NW0119
 NW0119                          SUPERSEDED SURVEY CONTROL
 NW0119
 NW0119  NGVD 29 (??/??/92) 1360.316  (m)         4462.97   (f) ADJ UNCH    2 0
 NW0119
 NW0119.Superseded values are not recommended for survey control.
 NW0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0119.See file dsdata.txt to determine how the superseded data were derived.
 NW0119
 NW0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH002524(NAD 83)
 NW0119_MARKER: DB = BENCH MARK DISK
 NW0119_SETTING: 80 = SET IN A BOULDER
 NW0119_SP_SET: BOULDER
 NW0119_STAMPING: E 106 1963
 NW0119_MARK LOGO: CGS   
 NW0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NW0119+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1964
 NW0119
 NW0119  HISTORY     - Date     Condition        Report By
 NW0119  HISTORY     - 1963     MONUMENTED       CGS
 NW0119  HISTORY     - 19640617 GOOD             USGS
 NW0119
 NW0119                          STATION DESCRIPTION
 NW0119
 NW0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0119'5.9 MI SE FROM JORDAN VALLEY, OR.
 NW0119'5.9 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL
 NW0119'AT JORDAN VALLEY, 0.05 MILES NORTH OF THE JUNCTION OF A GRADED ROAD
 NW0119'LEADING SOUTHEAST, 49 FEET WEST OF THE CENTERLINE OF THE ROAD, IN THE
 NW0119'TOP OF A 2 1/2 BY 3-FOOT EMBEDDED BOULDER PROJECTING 1.0 FOOT ABOVE
 NW0119'THE GROUND, 168 FEET NORTHEAST OF A TELEPHONE POLE WITH A GUY WIRE,
 NW0119'4.7 FEET NORTH OF A WITNESS POST, AND ABOUT 5 FEET LOWER THAN THE
 NW0119'ROAD.
 NW0119
 NW0119                          STATION RECOVERY (1964)
 NW0119
 NW0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NW0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0073 ***********************************************************************
 NW0073  DESIGNATION -  E 107
 NW0073  PID         -  NW0073
 NW0073  STATE/COUNTY-  ID/OWYHEE
 NW0073  USGS QUAD   -  BULL BASIN CAMP (1977)
 NW0073
 NW0073                         *CURRENT SURVEY CONTROL
 NW0073  ___________________________________________________________________
 NW0073* NAD 83(1986)-  42 17 45.     (N)    116 53 02.     (W)     SCALED    
 NW0073* NAVD 88     -      1581.006  (meters)    5187.02   (feet)  ADJUSTED  
 NW0073  ___________________________________________________________________
 NW0073  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 NW0073  DYNAMIC HT  -        1579.940 (meters)    5183.52  (feet)  COMP
 NW0073  MODELED GRAV-     979,891.4   (mgal)                       NAVD 88
 NW0073
 NW0073  VERT ORDER  -  SECOND    CLASS 0
 NW0073
 NW0073.The horizontal coordinates were scaled from a topographic map and have
 NW0073.an estimated accuracy of +/- 6 seconds.
 NW0073
 NW0073.The orthometric height was determined by differential leveling
 NW0073.and adjusted by the National Geodetic Survey in June 1991..
 NW0073
 NW0073.The geoid height was determined by GEOID03.
 NW0073
 NW0073.The dynamic height is computed by dividing the NAVD 88
 NW0073.geopotential number by the normal gravity value computed on the
 NW0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0073.degrees latitude (g = 980.6199 gals.).
 NW0073
 NW0073.The modeled gravity was interpolated from observed gravity values.
 NW0073
 NW0073;                    North         East    Units  Estimated Accuracy
 NW0073;SPC ID W     -    70,500.      706,500.      MT  (+/- 180 meters Scaled)
 NW0073
 NW0073                          SUPERSEDED SURVEY CONTROL
 NW0073
 NW0073  NGVD 29 (??/??/92) 1579.843  (m)         5183.20   (f) ADJ UNCH    2 0
 NW0073
 NW0073.Superseded values are not recommended for survey control.
 NW0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0073.See file dsdata.txt to determine how the superseded data were derived.
 NW0073
 NW0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG095826(NAD 83)
 NW0073_MARKER: DB = BENCH MARK DISK
 NW0073_SETTING: 66 = SET IN ROCK OUTCROP
 NW0073_SP_SET: MASSIVE OUTCROP
 NW0073_STAMPING: E 107 1963
 NW0073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0073+STABILITY: POSITION/ELEVATION WELL
 NW0073
 NW0073  HISTORY     - Date     Condition        Report By
 NW0073  HISTORY     - 1963     MONUMENTED       CGS
 NW0073
 NW0073                          STATION DESCRIPTION
 NW0073
 NW0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0073'13.3 MI SE FROM C RANCH, OR.
 NW0073'13.3 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, 25 FEET
 NW0073'SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A MASSIVE
 NW0073'OUTCROP, 9 FEET SOUTHEAST OF THE HIGHEST POINT OF THE ROCK, 9 FEET
 NW0073'SOUTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0043 ***********************************************************************
 NW0043  DESIGNATION -  E 108
 NW0043  PID         -  NW0043
 NW0043  STATE/COUNTY-  ID/OWYHEE
 NW0043  USGS QUAD   -  SHOOFLY SPRINGS (1972)
 NW0043
 NW0043                         *CURRENT SURVEY CONTROL
 NW0043  ___________________________________________________________________
 NW0043* NAD 83(1986)-  42 15 30.     (N)    116 19 39.     (W)     SCALED    
 NW0043* NAVD 88     -      1721.277  (meters)    5647.22   (feet)  ADJUSTED  
 NW0043  ___________________________________________________________________
 NW0043  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 NW0043  DYNAMIC HT  -        1720.095 (meters)    5643.35  (feet)  COMP
 NW0043  MODELED GRAV-     979,873.6   (mgal)                       NAVD 88
 NW0043
 NW0043  VERT ORDER  -  SECOND    CLASS 0
 NW0043
 NW0043.The horizontal coordinates were scaled from a topographic map and have
 NW0043.an estimated accuracy of +/- 6 seconds.
 NW0043
 NW0043.The orthometric height was determined by differential leveling
 NW0043.and adjusted by the National Geodetic Survey in June 1991..
 NW0043
 NW0043.The geoid height was determined by GEOID03.
 NW0043
 NW0043.The dynamic height is computed by dividing the NAVD 88
 NW0043.geopotential number by the normal gravity value computed on the
 NW0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0043.degrees latitude (g = 980.6199 gals.).
 NW0043
 NW0043.The modeled gravity was interpolated from observed gravity values.
 NW0043
 NW0043;                    North         East    Units  Estimated Accuracy
 NW0043;SPC ID W     -    65,880.      752,350.      MT  (+/- 180 meters Scaled)
 NW0043
 NW0043                          SUPERSEDED SURVEY CONTROL
 NW0043
 NW0043  NGVD 29 (??/??/92) 1720.115  (m)         5643.41   (f) ADJ UNCH    2 0
 NW0043
 NW0043.Superseded values are not recommended for survey control.
 NW0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0043.See file dsdata.txt to determine how the superseded data were derived.
 NW0043
 NW0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG554786(NAD 83)
 NW0043_MARKER: DB = BENCH MARK DISK
 NW0043_SETTING: 80 = SET IN A BOULDER
 NW0043_SP_SET: LAVA BOULDER
 NW0043_STAMPING: E 108 1963
 NW0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0043+STABILITY: SURFACE MOTION
 NW0043
 NW0043  HISTORY     - Date     Condition        Report By
 NW0043  HISTORY     - 1963     MONUMENTED       CGS
 NW0043
 NW0043                          STATION DESCRIPTION
 NW0043
 NW0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0043'18.15 MI NW FROM RIDDLE.
 NW0043'1.3MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE, THENCE
 NW0043'4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH ALONG A
 NW0043'GRAVELED ROAD,THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD, THENCE
 NW0043'1.8 MILES SOUTHWEST ALONG A DIRT ROAD, 80 FEET EAST OF THE CENTER LINE
 NW0043'OF THE ROAD, IN THE TOP OF A LAVA BOULDER PROJECTING 0.5 FOOT ABOVE
 NW0043'THE GROUND, 3.6 FEET NORTH OF A WITNESS POST, AND ABOUT 1 1/2 FEET
 NW0043'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0104 ***********************************************************************
 NW0104  DESIGNATION -  E 109
 NW0104  PID         -  NW0104
 NW0104  STATE/COUNTY-  ID/OWYHEE
 NW0104  USGS QUAD   -  PIUTE BASIN WEST (1973)
 NW0104
 NW0104                         *CURRENT SURVEY CONTROL
 NW0104  ___________________________________________________________________
 NW0104* NAD 83(1986)-  42 12 50.     (N)    116 37 38.     (W)     SCALED    
 NW0104* NAVD 88     -      1447.042  (meters)    4747.50   (feet)  ADJUSTED  
 NW0104  ___________________________________________________________________
 NW0104  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 NW0104  DYNAMIC HT  -        1446.091 (meters)    4744.38  (feet)  COMP
 NW0104  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 NW0104
 NW0104  VERT ORDER  -  SECOND    CLASS 0
 NW0104
 NW0104.The horizontal coordinates were scaled from a topographic map and have
 NW0104.an estimated accuracy of +/- 6 seconds.
 NW0104
 NW0104.The orthometric height was determined by differential leveling
 NW0104.and adjusted by the National Geodetic Survey in June 1991..
 NW0104
 NW0104.The geoid height was determined by GEOID03.
 NW0104
 NW0104.The dynamic height is computed by dividing the NAVD 88
 NW0104.geopotential number by the normal gravity value computed on the
 NW0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0104.degrees latitude (g = 980.6199 gals.).
 NW0104
 NW0104.The modeled gravity was interpolated from observed gravity values.
 NW0104
 NW0104;                    North         East    Units  Estimated Accuracy
 NW0104;SPC ID W     -    61,150.      727,570.      MT  (+/- 180 meters Scaled)
 NW0104
 NW0104                          SUPERSEDED SURVEY CONTROL
 NW0104
 NW0104  NGVD 29 (??/??/92) 1445.922  (m)         4743.83   (f) ADJ UNCH    2 0
 NW0104
 NW0104.Superseded values are not recommended for survey control.
 NW0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0104.See file dsdata.txt to determine how the superseded data were derived.
 NW0104
 NW0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG307735(NAD 83)
 NW0104_MARKER: DB = BENCH MARK DISK
 NW0104_SETTING: 66 = SET IN ROCK OUTCROP
 NW0104_SP_SET: LAVA OUTCROP
 NW0104_STAMPING: E 109 1963
 NW0104_MARK LOGO: CGS   
 NW0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0104+STABILITY: POSITION/ELEVATION WELL
 NW0104
 NW0104  HISTORY     - Date     Condition        Report By
 NW0104  HISTORY     - 1963     MONUMENTED       CGS
 NW0104  HISTORY     - 19980921 GOOD             IDTD
 NW0104
 NW0104                          STATION DESCRIPTION
 NW0104
 NW0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0104'40.2 MI W FROM RIDDLE.
 NW0104'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0104'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0104'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0104'THENCE 7.2 MILES WEST ALONG A DIRT ROAD, THENCE 7.6 MILES SOUTHWEST
 NW0104'ALONG A PIPE LINE ROAD, THENCE 9.05 MILES WEST ALONG A DIRT ROAD, 0.35
 NW0104'MILES EAST OF 2 CABINS, ON THE TOP OF A LAVA ROCK KNOLL, IN THE TOP OF
 NW0104'A LAVA OUTCROP PROJECTING 0.7 FOOT ABOVE THE GROUND, 156 FEET SOUTH OF
 NW0104'THE CENTER LINE OF THE ROAD, 164 FEET SOUTH OF AND ACROSS THE ROAD
 NW0104'FROM A FENCE, 26.0 FEET SOUTH OF A WITNESS POST, AND ABOUT 3 1/2 FEET
 NW0104'HIGHER THAN THE ROAD.
 NW0104
 NW0104                          STATION RECOVERY (1998)
 NW0104
 NW0104'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 NW0104'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0115 ***********************************************************************
 NW0115  DESIGNATION -  E 109 X
 NW0115  PID         -  NW0115
 NW0115  STATE/COUNTY-  ID/OWYHEE
 NW0115  USGS QUAD   -  PIUTE BASIN EAST (1973)
 NW0115
 NW0115                         *CURRENT SURVEY CONTROL
 NW0115  ___________________________________________________________________
 NW0115* NAD 83(1986)-  42 10 09.     (N)    116 30 07.     (W)     SCALED    
 NW0115* NAVD 88     -      1506.739  (meters)    4943.36   (feet)  ADJUSTED  
 NW0115  ___________________________________________________________________
 NW0115  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 NW0115  DYNAMIC HT  -        1505.715 (meters)    4940.00  (feet)  COMP
 NW0115  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 NW0115
 NW0115  VERT ORDER  -  SECOND    CLASS 0
 NW0115
 NW0115.The horizontal coordinates were scaled from a topographic map and have
 NW0115.an estimated accuracy of +/- 6 seconds.
 NW0115
 NW0115.The orthometric height was determined by differential leveling
 NW0115.and adjusted by the National Geodetic Survey in June 1991..
 NW0115
 NW0115.The geoid height was determined by GEOID03.
 NW0115
 NW0115.The dynamic height is computed by dividing the NAVD 88
 NW0115.geopotential number by the normal gravity value computed on the
 NW0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0115.degrees latitude (g = 980.6199 gals.).
 NW0115
 NW0115.The modeled gravity was interpolated from observed gravity values.
 NW0115
 NW0115;                    North         East    Units  Estimated Accuracy
 NW0115;SPC ID W     -    56,080.      737,870.      MT  (+/- 180 meters Scaled)
 NW0115
 NW0115                          SUPERSEDED SURVEY CONTROL
 NW0115
 NW0115  NGVD 29 (??/??/92) 1505.581  (m)         4939.56   (f) ADJ UNCH    2 0
 NW0115
 NW0115.Superseded values are not recommended for survey control.
 NW0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0115.See file dsdata.txt to determine how the superseded data were derived.
 NW0115
 NW0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG411686(NAD 83)
 NW0115_MARKER: DB = BENCH MARK DISK
 NW0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NW0115_SP_SET: FOUNDATION
 NW0115_STAMPING: E 109X 1963
 NW0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0115
 NW0115  HISTORY     - Date     Condition        Report By
 NW0115  HISTORY     - 1963     MONUMENTED       CGS
 NW0115
 NW0115                          STATION DESCRIPTION
 NW0115
 NW0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0115'30.5 MI W FROM RIDDLE.
 NW0115'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0115'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0115'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0115'THENCE 7.2 MILES WEST ALONG A DIRT ROAD, THENCE 6.95 MILES SOUTHWEST
 NW0115'ALONG A PIPE LINE ROAD, AT THE CROSSING OF THE PIPE LINE OVER THE EAST
 NW0115'FORK OWYHEE RIVER, ON THE SOUTHWEST BANK, IN THE TOP OF THE SOUTHEAST
 NW0115'END OF THE SOUTHWEST CONCRETE FOUNDATION FOR A PIPE SUPPORT, 20 FEET
 NW0115'SOUTHWEST OF THE NORTHEAST EDGE OF THE BANK, 0.5 FOOT SOUTHEAST OF A
 NW0115'6-INCH PIPE, 1.0 FOOT NORTHWEST OF A WITNESS POST, AND ABOUT 2 FEET
 NW0115'HIGHER THAN THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0440 ***********************************************************************
 PY0440  DESIGNATION -  E 11
 PY0440  PID         -  PY0440
 PY0440  STATE/COUNTY-  ID/FREMONT
 PY0440  USGS QUAD   -  ISLAND PARK (1964)
 PY0440
 PY0440                         *CURRENT SURVEY CONTROL
 PY0440  ___________________________________________________________________
 PY0440* NAD 83(1986)-  44 29 11.     (N)    111 17 10.     (W)     SCALED    
 PY0440* NAVD 88     -      1949.741  (meters)    6396.78   (feet)  POSTED    
 PY0440  ___________________________________________________________________
 PY0440  GEOID HEIGHT-          -9.24  (meters)                     GEOID03
 PY0440  DYNAMIC HT  -        1948.660 (meters)    6393.23  (feet)  COMP
 PY0440  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 PY0440
 PY0440  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0440
 PY0440.The horizontal coordinates were scaled from a topographic map and have
 PY0440.an estimated accuracy of +/- 6 seconds.
 PY0440
 PY0440.The orthometric height was determined by differential leveling
 PY0440.and adjusted by the National Geodetic Survey in 1992..
 PY0440.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0440.rate of 3.1 thru 4.0 mm/km.
 PY0440
 PY0440.The geoid height was determined by GEOID03.
 PY0440
 PY0440.The dynamic height is computed by dividing the NAVD 88
 PY0440.geopotential number by the normal gravity value computed on the
 PY0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0440.degrees latitude (g = 980.6199 gals.).
 PY0440
 PY0440.The modeled gravity was interpolated from observed gravity values.
 PY0440
 PY0440;                    North         East    Units  Estimated Accuracy
 PY0440;SPC ID E     -   313,620.      270,040.      MT  (+/- 180 meters Scaled)
 PY0440
 PY0440                          SUPERSEDED SURVEY CONTROL
 PY0440
 PY0440  NGVD 29 (??/??/92) 1948.442  (m)         6392.51   (f) ADJ UNCH    1 2
 PY0440
 PY0440.Superseded values are not recommended for survey control.
 PY0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0440.See file dsdata.txt to determine how the superseded data were derived.
 PY0440
 PY0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ772259(NAD 83)
 PY0440_MARKER: DB = BENCH MARK DISK
 PY0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0440_STAMPING: E 11 1923 6392.654
 PY0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0440+STABILITY: SURFACE MOTION
 PY0440
 PY0440  HISTORY     - Date     Condition        Report By
 PY0440  HISTORY     - 1923     MONUMENTED       CGS
 PY0440  HISTORY     - 1960     GOOD             NGS
 PY0440  HISTORY     - 1967     GOOD             NGS
 PY0440
 PY0440                          STATION DESCRIPTION
 PY0440
 PY0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0440'1.35 MI SW FROM BIG SPRINGS.
 PY0440'1.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROMTHE STATION
 PY0440'AT BIG SPRINGS, 6.3 FEET SOUHWEST OF THE SIXTH POLE NORTHEAST OF
 PY0440'MILEPOLE 89, 39.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 399 FEET
 PY0440'NORTHEAST OF THE NORTHEAST END OF BRIDGE 89.11 OVER MOOSE CREEK, ABOUT
 PY0440'1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 PY0440'PROJECTING 8 INCHES ABOVE THE GROUND.
 PY0440
 PY0440                          STATION RECOVERY (1967)
 PY0440
 PY0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0008 ***********************************************************************
 NU0008  DESIGNATION -  E 115
 NU0008  PID         -  NU0008
 NU0008  STATE/COUNTY-  ID/BANNOCK
 NU0008  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0008
 NU0008                         *CURRENT SURVEY CONTROL
 NU0008  ___________________________________________________________________
 NU0008* NAD 83(1986)-  42 49 38.     (N)    112 24 31.     (W)     SCALED    
 NU0008* NAVD 88     -      1363.064  (meters)    4471.99   (feet)  ADJUSTED  
 NU0008  ___________________________________________________________________
 NU0008  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 NU0008  DYNAMIC HT  -        1362.277 (meters)    4469.40  (feet)  COMP
 NU0008  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 NU0008
 NU0008  VERT ORDER  -  FIRST     CLASS I
 NU0008
 NU0008.The horizontal coordinates were scaled from a topographic map and have
 NU0008.an estimated accuracy of +/- 6 seconds.
 NU0008
 NU0008.The orthometric height was determined by differential leveling
 NU0008.and adjusted by the National Geodetic Survey in June 1991..
 NU0008
 NU0008.The geoid height was determined by GEOID03.
 NU0008
 NU0008.The dynamic height is computed by dividing the NAVD 88
 NU0008.geopotential number by the normal gravity value computed on the
 NU0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0008.degrees latitude (g = 980.6199 gals.).
 NU0008
 NU0008.The modeled gravity was interpolated from observed gravity values.
 NU0008
 NU0008;                    North         East    Units  Estimated Accuracy
 NU0008;SPC ID E     -   128,930.      180,220.      MT  (+/- 180 meters Scaled)
 NU0008
 NU0008                          SUPERSEDED SURVEY CONTROL
 NU0008
 NU0008  NGVD 29 (??/??/92) 1362.012  (m)         4468.53   (f) ADJ UNCH    1 1
 NU0008
 NU0008.Superseded values are not recommended for survey control.
 NU0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0008.See file dsdata.txt to determine how the superseded data were derived.
 NU0008
 NU0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN848425(NAD 83)
 NU0008_MARKER: DB = BENCH MARK DISK
 NU0008_SETTING: 66 = SET IN ROCK OUTCROP
 NU0008_SP_SET: LAVA CLIFF
 NU0008_STAMPING: E 115 1958
 NU0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0008+STABILITY: POSITION/ELEVATION WELL
 NU0008
 NU0008  HISTORY     - Date     Condition        Report By
 NU0008  HISTORY     - 1958     MONUMENTED       CGS
 NU0008  HISTORY     - 1967     GOOD             NGS
 NU0008  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0008
 NU0008                          STATION DESCRIPTION
 NU0008
 NU0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0008'3.0 MI SE FROM POCATELLO.
 NU0008'3.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0008'AT POCATELLO, 0.15 MILE NORTHWEST OF THE CROSSING OF AN ASPHALT ROAD,
 NU0008'3 1/2 POLES NORTH AND ACROSS THE TRACK FROM MILEPOLE 211, SET
 NU0008'VERTICALLY IN THE SOUTH FACE OF A 10-FOOT HIGH LAVA CLIFF, 179 FEET
 NU0008'EAST AND ACROSS THE TRACKS FROM THE EAST CORNER OF A 10-BY 12-FOOT
 NU0008'TOOL SHED, 110 YARDS SOUTHEAST OF OVERHEAD SEMAPHOR A, 81.2 FEET
 NU0008'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, AND 3.7 FEET
 NU0008'ABOVE THE GROUND.
 NU0008
 NU0008                          STATION RECOVERY (1967)
 NU0008
 NU0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0008'RECOVERED IN GOOD CONDITION.
 NU0008
 NU0008                          STATION RECOVERY (1983)
 NU0008
 NU0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0008'THE STEM WAS FOUND, BUT THE DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0963 ***********************************************************************
 NU0963  DESIGNATION -  E 116
 NU0963  PID         -  NU0963
 NU0963  STATE/COUNTY-  ID/CASSIA
 NU0963  USGS QUAD   -  MALTA (1968)
 NU0963
 NU0963                         *CURRENT SURVEY CONTROL
 NU0963  ___________________________________________________________________
 NU0963* NAD 83(1986)-  42 18 30.     (N)    113 22 19.     (W)     SCALED    
 NU0963* NAVD 88     -      1380.174  (meters)    4528.12   (feet)  ADJUSTED  
 NU0963  ___________________________________________________________________
 NU0963  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 NU0963  DYNAMIC HT  -        1379.295 (meters)    4525.24  (feet)  COMP
 NU0963  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 NU0963
 NU0963  VERT ORDER  -  FIRST     CLASS II
 NU0963
 NU0963.The horizontal coordinates were scaled from a topographic map and have
 NU0963.an estimated accuracy of +/- 6 seconds.
 NU0963
 NU0963.The orthometric height was determined by differential leveling
 NU0963.and adjusted by the National Geodetic Survey in June 1991..
 NU0963
 NU0963.The geoid height was determined by GEOID03.
 NU0963
 NU0963.The dynamic height is computed by dividing the NAVD 88
 NU0963.geopotential number by the normal gravity value computed on the
 NU0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0963.degrees latitude (g = 980.6199 gals.).
 NU0963
 NU0963.The modeled gravity was interpolated from observed gravity values.
 NU0963
 NU0963;                    North         East    Units  Estimated Accuracy
 NU0963;SPC ID C     -    71,460.      551,780.      MT  (+/- 180 meters Scaled)
 NU0963
 NU0963                          SUPERSEDED SURVEY CONTROL
 NU0963
 NU0963  NGVD 29 (??/??/92) 1379.138  (m)         4524.72   (f) ADJ UNCH    1 2
 NU0963
 NU0963.Superseded values are not recommended for survey control.
 NU0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0963.See file dsdata.txt to determine how the superseded data were derived.
 NU0963
 NU0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM045867(NAD 83)
 NU0963_MARKER: DB = BENCH MARK DISK
 NU0963_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NU0963_SP_SET: BUILDING
 NU0963_STAMPING: E 116 1958
 NU0963_MARK LOGO: CGS   
 NU0963_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0963+STABILITY: SURFACE MOTION
 NU0963
 NU0963  HISTORY     - Date     Condition        Report By
 NU0963  HISTORY     - 1958     MONUMENTED       CGS
 NU0963  HISTORY     - 19741129 GOOD             USGS
 NU0963
 NU0963                          STATION DESCRIPTION
 NU0963
 NU0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0963'IN MALTA.
 NU0963'AT MALTA, AT THE HIGH SCHOOL, SET VERTICALLY IN THE NORTH BRICK WALL
 NU0963'OF THE NORTHEAST CORNER OF THE GYMNASIUM, 16.2 FEET EAST OF THE EAST
 NU0963'EDGE OF A DOUBLE DOOR, 1.5 FEET WEST OF THE NORTHEAST CORNER OF THE
 NU0963'BUILDING, AND 3.2 FEET ABOVE THE GROUND.
 NU0963
 NU0963                          STATION RECOVERY (1974)
 NU0963
 NU0963'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0527 ***********************************************************************
 OY0527  DESIGNATION -  E 117
 OY0527  PID         -  OY0527
 OY0527  STATE/COUNTY-  ID/BUTTE
 OY0527  USGS QUAD   -  ARCO SOUTH (1972)
 OY0527
 OY0527                         *CURRENT SURVEY CONTROL
 OY0527  ___________________________________________________________________
 OY0527* NAD 83(1986)-  43 35 44.     (N)    113 22 25.     (W)     SCALED    
 OY0527* NAVD 88     -      1629.708  (meters)    5346.80   (feet)  ADJUSTED  
 OY0527  ___________________________________________________________________
 OY0527  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 OY0527  DYNAMIC HT  -        1628.776 (meters)    5343.74  (feet)  COMP
 OY0527  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 OY0527
 OY0527  VERT ORDER  -  SECOND    CLASS 0
 OY0527
 OY0527.The horizontal coordinates were scaled from a topographic map and have
 OY0527.an estimated accuracy of +/- 6 seconds.
 OY0527
 OY0527.The orthometric height was determined by differential leveling
 OY0527.and adjusted by the National Geodetic Survey in June 1991..
 OY0527
 OY0527.The geoid height was determined by GEOID03.
 OY0527
 OY0527.The dynamic height is computed by dividing the NAVD 88
 OY0527.geopotential number by the normal gravity value computed on the
 OY0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0527.degrees latitude (g = 980.6199 gals.).
 OY0527
 OY0527.The modeled gravity was interpolated from observed gravity values.
 OY0527
 OY0527;                    North         East    Units  Estimated Accuracy
 OY0527;SPC ID C     -   214,450.      550,580.      MT  (+/- 180 meters Scaled)
 OY0527
 OY0527                          SUPERSEDED SURVEY CONTROL
 OY0527
 OY0527  NGVD 29 (??/??/92) 1628.594  (m)         5343.15   (f) ADJ UNCH    2 0
 OY0527
 OY0527.Superseded values are not recommended for survey control.
 OY0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0527.See file dsdata.txt to determine how the superseded data were derived.
 OY0527
 OY0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP084296(NAD 83)
 OY0527_MARKER: DB = BENCH MARK DISK
 OY0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0527_STAMPING: E 117 1958
 OY0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0527+STABILITY: SURFACE MOTION
 OY0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0527+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 OY0527
 OY0527  HISTORY     - Date     Condition        Report By
 OY0527  HISTORY     - 1958     MONUMENTED       CGS
 OY0527  HISTORY     - 20020828 GOOD             IDTD
 OY0527
 OY0527                          STATION DESCRIPTION
 OY0527
 OY0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0527'5.0 MI SW FROM ARCO.
 OY0527'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0527'0.2 MILE NORTHEAST OF A RANCHHOUSE, IN LINE WITH A ROW OF POWER POLES,
 OY0527'220 FEET NORTH-NORTHWEST OF THE CENTER OF THE INTERSECTION OF AN
 OY0527'EAST-WEST GRADED DIRT ROAD, 219 FEET NORTHWEST OF THE CENTER LINE OF
 OY0527'THE HIGHWAY, 235 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET
 OY0527'SOUTHWEST OF A TELEPHONE POLE WITH TWO GUY WIRES, 1.7 FEET NORTHEAST
 OY0527'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 OY0527'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OY0527
 OY0527                          STATION RECOVERY (2002)
 OY0527
 OY0527'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OY0527'FROM THE JUNCTION OF US-20-26 AND US-93 IN ARCO, PROCEED SW ON
 OY0527'US-20-26 FOR 8.324 KM TO MILEPOST 243.38 AND THE MARK ON THE RIGHT.
 OY0527'64.8 M N OF THE HIGHWAY CENTERLINE, 2.4 M SW OF THE NW CORNER OF A
 OY0527'SHED, 1.1 M SW OF A POLE-3 TRANSFORMERS, 0.5 M NE OF A 4 X 4 WITNESS
 OY0527'POST.  NAD 83(1999) RTK DERIVED POSITION =  43-35-44.19246 N
 OY0527'113-22-25.53279 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0572 ***********************************************************************
 OY0572  DESIGNATION -  E 118
 OY0572  PID         -  OY0572
 OY0572  STATE/COUNTY-  ID/BUTTE
 OY0572  USGS QUAD   -  QUAKING ASPEN BUTTE (1972)
 OY0572
 OY0572                         *CURRENT SURVEY CONTROL
 OY0572  ___________________________________________________________________
 OY0572* NAD 83(1986)-  43 27 28.     (N)    113 14 16.     (W)     SCALED    
 OY0572* NAVD 88     -      1649.582  (meters)    5412.00   (feet)  ADJUSTED  
 OY0572  ___________________________________________________________________
 OY0572  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 OY0572  DYNAMIC HT  -        1648.658 (meters)    5408.97  (feet)  COMP
 OY0572  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 OY0572
 OY0572  VERT ORDER  -  SECOND    CLASS 0
 OY0572
 OY0572.The horizontal coordinates were scaled from a topographic map and have
 OY0572.an estimated accuracy of +/- 6 seconds.
 OY0572
 OY0572.The orthometric height was determined by differential leveling
 OY0572.and adjusted by the National Geodetic Survey in June 1991..
 OY0572
 OY0572.The geoid height was determined by GEOID03.
 OY0572
 OY0572.The dynamic height is computed by dividing the NAVD 88
 OY0572.geopotential number by the normal gravity value computed on the
 OY0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0572.degrees latitude (g = 980.6199 gals.).
 OY0572
 OY0572.The modeled gravity was interpolated from observed gravity values.
 OY0572
 OY0572;                    North         East    Units  Estimated Accuracy
 OY0572;SPC ID C     -   199,240.      561,690.      MT  (+/- 180 meters Scaled)
 OY0572
 OY0572                          SUPERSEDED SURVEY CONTROL
 OY0572
 OY0572  NGVD 29 (??/??/92) 1648.501  (m)         5408.46   (f) ADJ UNCH    2 0
 OY0572
 OY0572.Superseded values are not recommended for survey control.
 OY0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0572.See file dsdata.txt to determine how the superseded data were derived.
 OY0572
 OY0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP189140(NAD 83)
 OY0572_MARKER: DB = BENCH MARK DISK
 OY0572_SETTING: 66 = SET IN ROCK OUTCROP
 OY0572_SP_SET: ROCK ROCK
 OY0572_STAMPING: E 118 1958
 OY0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0572+STABILITY: POSITION/ELEVATION WELL
 OY0572
 OY0572  HISTORY     - Date     Condition        Report By
 OY0572  HISTORY     - 1958     MONUMENTED       CGS
 OY0572
 OY0572                          STATION DESCRIPTION
 OY0572
 OY0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0572'14.0 MI S FROM ARCO.
 OY0572'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0572'THENCE 12.1 MILES SOUTH AND SOUTHEAST ALONG A DIRT ROAD, 0.25 MILE
 OY0572'SOUTHEAST OF THE JUNCTION OF A TRACK ROAD SOUTH, AT THE SUMMIT OF A
 OY0572'SHORT GRADE, IN TOP OF AN EMBEDDED LAVA ROCK ABOUT FLUSH WITH THE
 OY0572'GROUND, IN THE APPROXIMATE CENTER OF A PILE OF ROCKS, 119 FEET
 OY0572'NORTHEAST OF THE CENTER LINE OF THE ROAD, 49 FEET WEST OF THE WEST
 OY0572'EDGE OF A PILE OF EMBEDDED ROCKS, AND ABOUT 6 FEET HIGHER THAN THE
 OY0572'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0589 ***********************************************************************
 OY0589  DESIGNATION -  E 119
 OY0589  PID         -  OY0589
 OY0589  STATE/COUNTY-  ID/BUTTE
 OY0589  USGS QUAD   -  SERVICEBERRY BUTTE (1972)
 OY0589
 OY0589                         *CURRENT SURVEY CONTROL
 OY0589  ___________________________________________________________________
 OY0589* NAD 83(1986)-  43 19 44.     (N)    113 13 45.     (W)     SCALED    
 OY0589* NAVD 88     -      1572.438  (meters)    5158.91   (feet)  ADJUSTED  
 OY0589  ___________________________________________________________________
 OY0589  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 OY0589  DYNAMIC HT  -        1571.550 (meters)    5155.99  (feet)  COMP
 OY0589  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 OY0589
 OY0589  VERT ORDER  -  SECOND    CLASS 0
 OY0589
 OY0589.The horizontal coordinates were scaled from a topographic map and have
 OY0589.an estimated accuracy of +/- 6 seconds.
 OY0589
 OY0589.The orthometric height was determined by differential leveling
 OY0589.and adjusted by the National Geodetic Survey in June 1991..
 OY0589
 OY0589.The geoid height was determined by GEOID03.
 OY0589
 OY0589.The dynamic height is computed by dividing the NAVD 88
 OY0589.geopotential number by the normal gravity value computed on the
 OY0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0589.degrees latitude (g = 980.6199 gals.).
 OY0589
 OY0589.The modeled gravity was interpolated from observed gravity values.
 OY0589
 OY0589;                    North         East    Units  Estimated Accuracy
 OY0589;SPC ID C     -   184,920.      562,520.      MT  (+/- 180 meters Scaled)
 OY0589
 OY0589                          SUPERSEDED SURVEY CONTROL
 OY0589
 OY0589  NGVD 29 (??/??/92) 1571.368  (m)         5155.40   (f) ADJ UNCH    2 0
 OY0589
 OY0589.Superseded values are not recommended for survey control.
 OY0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0589.See file dsdata.txt to determine how the superseded data were derived.
 OY0589
 OY0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN192997(NAD 83)
 OY0589_MARKER: DB = BENCH MARK DISK
 OY0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0589_STAMPING: E 119 1958
 OY0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0589+STABILITY: SURFACE MOTION
 OY0589
 OY0589  HISTORY     - Date     Condition        Report By
 OY0589  HISTORY     - 1958     MONUMENTED       CGS
 OY0589
 OY0589                          STATION DESCRIPTION
 OY0589
 OY0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0589'23.55 MI S FROM ARCO.
 OY0589'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0589'THENCE 21.65 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, 0.22
 OY0589'MILE NORTH OF THE JUNCTION OF A DIRT ROAD WEST, 0.1 MILE NORTHWEST OF
 OY0589'A CURVE TO THE SOUTH, AT THE SUMMIT OF A SHORT GRADE, 37 1/2 FEET
 OY0589'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTHWEST OF A
 OY0589'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 OY0589'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0442 ***********************************************************************
 OX0442  DESIGNATION -  E 12
 OX0442  PID         -  OX0442
 OX0442  STATE/COUNTY-  ID/FREMONT
 OX0442  USGS QUAD   -  ST ANTHONY (1979)
 OX0442
 OX0442                         *CURRENT SURVEY CONTROL
 OX0442  ___________________________________________________________________
 OX0442* NAD 83(1986)-  43 57 36.     (N)    111 40 54.     (W)     SCALED    
 OX0442* NAVD 88     -      1516.268  (meters)    4974.62   (feet)  POSTED    
 OX0442  ___________________________________________________________________
 OX0442  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 OX0442  DYNAMIC HT  -        1515.500 (meters)    4972.10  (feet)  COMP
 OX0442  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 OX0442
 OX0442  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0442
 OX0442.The horizontal coordinates were scaled from a topographic map and have
 OX0442.an estimated accuracy of +/- 6 seconds.
 OX0442
 OX0442.The orthometric height was determined by differential leveling
 OX0442.and adjusted by the National Geodetic Survey in 1992..
 OX0442.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0442.rate of 1.1 thru 2.0 mm/km.
 OX0442
 OX0442.The geoid height was determined by GEOID03.
 OX0442
 OX0442.The dynamic height is computed by dividing the NAVD 88
 OX0442.geopotential number by the normal gravity value computed on the
 OX0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0442.degrees latitude (g = 980.6199 gals.).
 OX0442
 OX0442.The modeled gravity was interpolated from observed gravity values.
 OX0442
 OX0442;                    North         East    Units  Estimated Accuracy
 OX0442;SPC ID E     -   254,870.      238,920.      MT  (+/- 180 meters Scaled)
 OX0442
 OX0442                          SUPERSEDED SURVEY CONTROL
 OX0442
 OX0442  NGVD 29 (??/??/92) 1515.212  (m)         4971.16   (f) ADJ UNCH    1 2
 OX0442
 OX0442.Superseded values are not recommended for survey control.
 OX0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0442.See file dsdata.txt to determine how the superseded data were derived.
 OX0442
 OX0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP453676(NAD 83)
 OX0442_MARKER: DB = BENCH MARK DISK
 OX0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0442_SP_SET: FOUNDATION
 OX0442_STAMPING: E 12 1923 4971.837
 OX0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0442
 OX0442  HISTORY     - Date     Condition        Report By
 OX0442  HISTORY     - 1923     MONUMENTED       CGS
 OX0442  HISTORY     - 1960     GOOD             NGS
 OX0442  HISTORY     - 1967     GOOD             NGS
 OX0442  HISTORY     - 1983     MARK NOT FOUND   NGS
 OX0442
 OX0442                          STATION DESCRIPTION
 OX0442
 OX0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OX0442'IN ST. ANTHONY.
 OX0442'AT ST. ANTHONY, 0.2 MILE SOUTHWEST OF MILEPOLE 37, SET VERTICALLY IN
 OX0442'THE SOUTHEAST FACE AND 12.6 FEET NORTHEAST OF THE SOUTH CORNER OF THE
 OX0442'CONCRETE FOUNDATION OF THE UNION PACIFIC RAILROAD STATION, 18.6 FEET
 OX0442'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 5.0 FEET
 OX0442'SOUTHWEST OF THE SOUTHWEST EDGE OF THE BOTTOM STEP OF A STAIRWAY
 OX0442'LEADING TO THE STATION, AND ABOUT 1/2 FOOT HIGHER THAN THE TRACK.
 OX0442
 OX0442                          STATION RECOVERY (1967)
 OX0442
 OX0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OX0442'RECOVERED IN GOOD CONDITION.
 OX0442
 OX0442                          STATION RECOVERY (1983)
 OX0442
 OX0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0442'THE RAILROAD STATION AND ITS FOUNDATION HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0702 ***********************************************************************
 OY0702  DESIGNATION -  E 120
 OY0702  PID         -  OY0702
 OY0702  STATE/COUNTY-  ID/BLAINE
 OY0702  USGS QUAD   -  PADDELFORD FLAT (1979)
 OY0702
 OY0702                         *CURRENT SURVEY CONTROL
 OY0702  ___________________________________________________________________
 OY0702* NAD 83(1986)-  43 21 27.     (N)    113 50 14.     (W)     SCALED    
 OY0702* NAVD 88     -      1487.407  (meters)    4879.93   (feet)  ADJUSTED  
 OY0702  ___________________________________________________________________
 OY0702  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 OY0702  DYNAMIC HT  -        1486.575 (meters)    4877.20  (feet)  COMP
 OY0702  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 OY0702
 OY0702  VERT ORDER  -  SECOND    CLASS 0
 OY0702
 OY0702.The horizontal coordinates were scaled from a topographic map and have
 OY0702.an estimated accuracy of +/- 6 seconds.
 OY0702
 OY0702.The orthometric height was determined by differential leveling
 OY0702.and adjusted by the National Geodetic Survey in June 1991..
 OY0702
 OY0702.The geoid height was determined by GEOID03.
 OY0702
 OY0702.The dynamic height is computed by dividing the NAVD 88
 OY0702.geopotential number by the normal gravity value computed on the
 OY0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0702.degrees latitude (g = 980.6199 gals.).
 OY0702
 OY0702.The modeled gravity was interpolated from observed gravity values.
 OY0702
 OY0702;                    North         East    Units  Estimated Accuracy
 OY0702;SPC ID C     -   187,830.      513,200.      MT  (+/- 180 meters Scaled)
 OY0702
 OY0702                          SUPERSEDED SURVEY CONTROL
 OY0702
 OY0702  NGVD 29 (??/??/92) 1486.349  (m)         4876.46   (f) ADJ UNCH    2 0
 OY0702
 OY0702.Superseded values are not recommended for survey control.
 OY0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0702.See file dsdata.txt to determine how the superseded data were derived.
 OY0702
 OY0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP700044(NAD 83)
 OY0702_MARKER: DB = BENCH MARK DISK
 OY0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0702_STAMPING: E 120 1958
 OY0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0702+STABILITY: SURFACE MOTION
 OY0702
 OY0702  HISTORY     - Date     Condition        Report By
 OY0702  HISTORY     - 1958     MONUMENTED       CGS
 OY0702  HISTORY     - 1978     GOOD             NGS
 OY0702
 OY0702                          STATION DESCRIPTION
 OY0702
 OY0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0702'7.6 MI NE FROM CAREY.
 OY0702'7.6 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0702'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, 104 FEET SOUTH OF THE
 OY0702'CENTER OF THE JUNCTION OF A GRAVEL ROAD, 48 1/2 FEET SOUTHEAST OF THE
 OY0702'CENTER LINE OF THE HIGHWAY, 80 1/2 FEET WEST OF THE CENTER LINE OF THE
 OY0702'ROAD, 0.8 FOOT NORTHWEST OF A FENCE, 16 FEET SOUTHWEST OF A FENCE
 OY0702'CORNER POST, 1.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER
 OY0702'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 OY0702'FOOT ABOVE THE GROUND.
 OY0702
 OY0702                          STATION RECOVERY (1978)
 OY0702
 OY0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OY0702'REACHED FROM THE CAREY POST OFFICE BY GOING NORTHEAST ON U.S.
 OY0702'HIGHWAYS 20, 26, AND 93 FOR 6.8 MILES TO THE BENCH MARK ON THE RIGHT,
 OY0702'JUST BEFORE REACHING A GRAVELED SIDE ROAD, SOUTH, 110 FEET SOUTHWEST
 OY0702'OF THE ROAD JUNCTION, 80 FEET WEST OF THE CENTER OF THE GRAVELED
 OY0702'ROAD, 49 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 39 FEET
 OY0702'SOUTHWEST OF A FENCE CORNER, 1-FOOT NORTHWEST OF THE RIGHT-OF-WAY
 OY0702'FENCE LINE, AND 1-FOOT LOWER THAN THE HIGHWAY SET IN A CONCRETE POST
 OY0702'THAT IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0445 ***********************************************************************
 OY0445  DESIGNATION -  E 121
 OY0445  PID         -  OY0445
 OY0445  STATE/COUNTY-  ID/BINGHAM
 OY0445  USGS QUAD   -  COFFEE POINT SW (1973)
 OY0445
 OY0445                         *CURRENT SURVEY CONTROL
 OY0445  ___________________________________________________________________
 OY0445* NAD 83(1986)-  43 03 10.     (N)    112 58 41.     (W)     SCALED    
 OY0445* NAVD 88     -      1440.887  (meters)    4727.31   (feet)  ADJUSTED  
 OY0445  ___________________________________________________________________
 OY0445  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 OY0445  DYNAMIC HT  -        1440.060 (meters)    4724.60  (feet)  COMP
 OY0445  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 OY0445
 OY0445  VERT ORDER  -  SECOND    CLASS 0
 OY0445
 OY0445.The horizontal coordinates were scaled from a topographic map and have
 OY0445.an estimated accuracy of +/- 6 seconds.
 OY0445
 OY0445.The orthometric height was determined by differential leveling
 OY0445.and adjusted by the National Geodetic Survey in June 1991..
 OY0445
 OY0445.The geoid height was determined by GEOID03.
 OY0445
 OY0445.The dynamic height is computed by dividing the NAVD 88
 OY0445.geopotential number by the normal gravity value computed on the
 OY0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0445.degrees latitude (g = 980.6199 gals.).
 OY0445
 OY0445.The modeled gravity was interpolated from observed gravity values.
 OY0445
 OY0445;                    North         East    Units  Estimated Accuracy
 OY0445;SPC ID E     -   154,280.      133,900.      MT  (+/- 180 meters Scaled)
 OY0445
 OY0445                          SUPERSEDED SURVEY CONTROL
 OY0445
 OY0445  NGVD 29 (??/??/92) 1439.828  (m)         4723.84   (f) ADJ UNCH    2 0
 OY0445
 OY0445.Superseded values are not recommended for survey control.
 OY0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0445.See file dsdata.txt to determine how the superseded data were derived.
 OY0445
 OY0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN389685(NAD 83)
 OY0445_MARKER: DB = BENCH MARK DISK
 OY0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0445_STAMPING: E 121 1958
 OY0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0445+STABILITY: SURFACE MOTION
 OY0445
 OY0445  HISTORY     - Date     Condition        Report By
 OY0445  HISTORY     - 1958     MONUMENTED       CGS
 OY0445
 OY0445                          STATION DESCRIPTION
 OY0445
 OY0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0445'13.9 MI W FROM STERLING.
 OY0445'4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AND GROCERY
 OY0445'STORE AT STERLING, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 39,
 OY0445'THENCE 2.05 MILES WEST ALONG A GRAVEL ROAD, THENCE 6.8 MILES WEST
 OY0445'ALONG A DIRT ROAD, 72 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5
 OY0445'FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 OY0445'TOP OF A CONCRETE POST PROJECTING ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0906 ***********************************************************************
 NU0906  DESIGNATION -  E 122
 NU0906  PID         -  NU0906
 NU0906  STATE/COUNTY-  ID/CASSIA
 NU0906  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0906
 NU0906                         *CURRENT SURVEY CONTROL
 NU0906  ___________________________________________________________________
 NU0906* NAD 83(1986)-  42 31 00.     (N)    113 21 18.     (W)     SCALED    
 NU0906* NAVD 88     -      1346.092  (meters)    4416.30   (feet)  ADJUSTED  
 NU0906  ___________________________________________________________________
 NU0906  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 NU0906  DYNAMIC HT  -        1345.275 (meters)    4413.62  (feet)  COMP
 NU0906  MODELED GRAV-     979,967.8   (mgal)                       NAVD 88
 NU0906
 NU0906  VERT ORDER  -  SECOND    CLASS 0
 NU0906
 NU0906.The horizontal coordinates were scaled from a topographic map and have
 NU0906.an estimated accuracy of +/- 6 seconds.
 NU0906
 NU0906.The orthometric height was determined by differential leveling
 NU0906.and adjusted by the National Geodetic Survey in June 1991..
 NU0906
 NU0906.The geoid height was determined by GEOID03.
 NU0906
 NU0906.The dynamic height is computed by dividing the NAVD 88
 NU0906.geopotential number by the normal gravity value computed on the
 NU0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0906.degrees latitude (g = 980.6199 gals.).
 NU0906
 NU0906.The modeled gravity was interpolated from observed gravity values.
 NU0906
 NU0906;                    North         East    Units  Estimated Accuracy
 NU0906;SPC ID C     -    94,610.      553,000.      MT  (+/- 180 meters Scaled)
 NU0906
 NU0906                          SUPERSEDED SURVEY CONTROL
 NU0906
 NU0906  NGVD 29 (??/??/92) 1345.075  (m)         4412.97   (f) ADJ UNCH    2 0
 NU0906
 NU0906.Superseded values are not recommended for survey control.
 NU0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0906.See file dsdata.txt to determine how the superseded data were derived.
 NU0906
 NU0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN065098(NAD 83)
 NU0906_MARKER: DB = BENCH MARK DISK
 NU0906_SETTING: 66 = SET IN ROCK OUTCROP
 NU0906_SP_SET: BEDROCK
 NU0906_STAMPING: E 122 1958
 NU0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0906+STABILITY: POSITION/ELEVATION WELL
 NU0906
 NU0906  HISTORY     - Date     Condition        Report By
 NU0906  HISTORY     - 1958     MONUMENTED       CGS
 NU0906
 NU0906                          STATION DESCRIPTION
 NU0906
 NU0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0906'14.3 MI E FROM DECLO.
 NU0906'10.25 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF
 NU0906'STATE HIGHWAY 77 AT DECLO, THENCE 4.05 MILES EAST ALONG AN ASPHALT
 NU0906'ROAD, AT A SLIGHT RISE, 217 FEET WEST OF THE T JUNCTION OF A DIRT FARM
 NU0906'ROAD SOUTH, IN TOP OF LAVA BEDROCK FLUSH WITH THE GROUND, 26 FEET
 NU0906'SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTH OF A FENCE, AND
 NU0906'1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0029 ***********************************************************************
 SV0029  DESIGNATION -  E 123
 SV0029  PID         -  SV0029
 SV0029  STATE/COUNTY-  ID/SHOSHONE
 SV0029  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV0029
 SV0029                         *CURRENT SURVEY CONTROL
 SV0029  ___________________________________________________________________
 SV0029* NAD 83(1986)-  47 52 48.     (N)    116 10 48.     (W)     SCALED    
 SV0029* NAVD 88     -       871.059  (meters)    2857.80   (feet)  ADJUSTED  
 SV0029  ___________________________________________________________________
 SV0029  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 SV0029  DYNAMIC HT  -         871.049 (meters)    2857.77  (feet)  COMP
 SV0029  MODELED GRAV-     980,571.7   (mgal)                       NAVD 88
 SV0029
 SV0029  VERT ORDER  -  SECOND    CLASS 0
 SV0029
 SV0029.The horizontal coordinates were scaled from a topographic map and have
 SV0029.an estimated accuracy of +/- 6 seconds.
 SV0029
 SV0029.The orthometric height was determined by differential leveling
 SV0029.and adjusted by the National Geodetic Survey in June 1991..
 SV0029
 SV0029.The geoid height was determined by GEOID03.
 SV0029
 SV0029.The dynamic height is computed by dividing the NAVD 88
 SV0029.geopotential number by the normal gravity value computed on the
 SV0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0029.degrees latitude (g = 980.6199 gals.).
 SV0029
 SV0029.The modeled gravity was interpolated from observed gravity values.
 SV0029
 SV0029;                    North         East    Units  Estimated Accuracy
 SV0029;SPC ID W     -   690,520.      767,840.      MT  (+/- 180 meters Scaled)
 SV0029
 SV0029                          SUPERSEDED SURVEY CONTROL
 SV0029
 SV0029  NGVD 29 (??/??/92)  869.890  (m)         2853.96   (f) ADJ UNCH    2 0
 SV0029
 SV0029.Superseded values are not recommended for survey control.
 SV0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0029.See file dsdata.txt to determine how the superseded data were derived.
 SV0029
 SV0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP613032(NAD 83)
 SV0029_MARKER: DB = BENCH MARK DISK
 SV0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0029_STAMPING: E 123 1958
 SV0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0029+STABILITY: SURFACE MOTION
 SV0029
 SV0029  HISTORY     - Date     Condition        Report By
 SV0029  HISTORY     - 1958     MONUMENTED       CGS
 SV0029  HISTORY     - 1983     GOOD             NGS
 SV0029
 SV0029                          STATION DESCRIPTION
 SV0029
 SV0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0029'5.9 MI NE FROM MAGEE RANGER STATION.
 SV0029'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0029'THENCE 1.8 MILES EAST ALONG A GRAVEL ROAD, 0.08 MILE NORTHEAST OF A
 SV0029'POST SUPPORTING A STRAIGHT CREEK SIGN, IN LINE WITH A ROW OF TELEPHONE
 SV0029'POLES, 43 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 15 1/2 FEET
 SV0029'SOUTHWEST OF A TELEPHONE POLE, 2.4 FEET NORTHWEST OF A WITNESS POST,
 SV0029'ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SV0029'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SV0029
 SV0029                          STATION RECOVERY (1983)
 SV0029
 SV0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0029'6.6 KM (4.1 MI) NORTHWEST ALONG THE GRAVELED ROAD TO A SIDE ROAD LEFT
 SV0029'THENCE. 2.9 KM (1.8 MI) EAST ALONG THE GRAVELED ROAD. 0.08 KM (0.05
 SV0029'MI) EAST OF A SIGN POST FOR PLANT CREEK, 13.1 M (43 FT) SOUTHEAST OF
 SV0029'THE CENTER OF THE ROAD 0.6 M (2 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0109 ***********************************************************************
 SV0109  DESIGNATION -  E 124
 SV0109  PID         -  SV0109
 SV0109  STATE/COUNTY-  ID/SHOSHONE
 SV0109  USGS QUAD   -  KELLOGG WEST (1996)
 SV0109
 SV0109                         *CURRENT SURVEY CONTROL
 SV0109  ___________________________________________________________________
 SV0109* NAD 83(1986)-  47 36 05.     (N)    116 14 21.     (W)     SCALED    
 SV0109* NAVD 88     -       667.723  (meters)    2190.69   (feet)  ADJUSTED  
 SV0109  ___________________________________________________________________
 SV0109  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 SV0109  DYNAMIC HT  -         667.716 (meters)    2190.66  (feet)  COMP
 SV0109  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 SV0109
 SV0109  VERT ORDER  -  SECOND    CLASS 0
 SV0109
 SV0109.The horizontal coordinates were scaled from a topographic map and have
 SV0109.an estimated accuracy of +/- 6 seconds.
 SV0109
 SV0109.The orthometric height was determined by differential leveling
 SV0109.and adjusted by the National Geodetic Survey in June 1991..
 SV0109
 SV0109.The geoid height was determined by GEOID03.
 SV0109
 SV0109.The dynamic height is computed by dividing the NAVD 88
 SV0109.geopotential number by the normal gravity value computed on the
 SV0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0109.degrees latitude (g = 980.6199 gals.).
 SV0109
 SV0109.The modeled gravity was interpolated from observed gravity values.
 SV0109
 SV0109;                    North         East    Units  Estimated Accuracy
 SV0109;SPC ID W     -   659,570.      763,220.      MT  (+/- 180 meters Scaled)
 SV0109
 SV0109                          SUPERSEDED SURVEY CONTROL
 SV0109
 SV0109  NGVD 29 (??/??/92)  666.580  (m)         2186.94   (f) ADJ UNCH    2 0
 SV0109
 SV0109.Superseded values are not recommended for survey control.
 SV0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0109.See file dsdata.txt to determine how the superseded data were derived.
 SV0109
 SV0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN571722(NAD 83)
 SV0109_MARKER: DB = BENCH MARK DISK
 SV0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0109_STAMPING: E 124 1958
 SV0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0109+STABILITY: SURFACE MOTION
 SV0109
 SV0109  HISTORY     - Date     Condition        Report By
 SV0109  HISTORY     - 1958     MONUMENTED       CGS
 SV0109
 SV0109                          STATION DESCRIPTION
 SV0109
 SV0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0109'5.3 MI NE FROM KINGSTON.
 SV0109'2.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 SV0109'HIGHWAY 10 AT KINGSTON, THENCE 3.1 MILES NORTHEAST ALONG A ROAD
 SV0109'FOLLOWING THE RIGHT BANK OF THE COEUR DALENE RIVER, 104 FEET NORTHEAST
 SV0109'OF THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING EAST TO THE RIVER
 SV0109'BANK, 90 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 48 FEET
 SV0109'NORTH OF THE CENTER LINE OF THE DIRT ROAD EAST, 46 FEET WEST OF THE
 SV0109'WEST BANK OF THE RIVER, 8 FEET NORTHWEST OF THE SOUTH ONE OF TWO
 SV0109'20-INCH PINE TREES, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT
 SV0109'HIGHER THAN THE ROAD EAST, AND SET IN THE TOP OF A CONCRETE POST
 SV0109'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0191 ***********************************************************************
 RZ0191  DESIGNATION -  E 125
 RZ0191  PID         -  RZ0191
 RZ0191  STATE/COUNTY-  ID/CLEARWATER
 RZ0191  USGS QUAD   -  OROFINO EAST (1994)
 RZ0191
 RZ0191                         *CURRENT SURVEY CONTROL
 RZ0191  ___________________________________________________________________
 RZ0191* NAD 83(1986)-  46 24 22.     (N)    116 11 13.     (W)     SCALED    
 RZ0191* NAVD 88     -       326.361  (meters)    1070.74   (feet)  ADJUSTED  
 RZ0191  ___________________________________________________________________
 RZ0191  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 RZ0191  DYNAMIC HT  -         326.350 (meters)    1070.70  (feet)  COMP
 RZ0191  MODELED GRAV-     980,572.2   (mgal)                       NAVD 88
 RZ0191
 RZ0191  VERT ORDER  -  FIRST     CLASS II
 RZ0191
 RZ0191.The horizontal coordinates were scaled from a topographic map and have
 RZ0191.an estimated accuracy of +/- 6 seconds.
 RZ0191
 RZ0191.The orthometric height was determined by differential leveling
 RZ0191.and adjusted by the National Geodetic Survey in June 1991..
 RZ0191
 RZ0191.The geoid height was determined by GEOID03.
 RZ0191
 RZ0191.The dynamic height is computed by dividing the NAVD 88
 RZ0191.geopotential number by the normal gravity value computed on the
 RZ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0191.degrees latitude (g = 980.6199 gals.).
 RZ0191
 RZ0191.The modeled gravity was interpolated from observed gravity values.
 RZ0191
 RZ0191;                    North         East    Units  Estimated Accuracy
 RZ0191;SPC ID W     -   526,670.      766,400.      MT  (+/- 180 meters Scaled)
 RZ0191
 RZ0191                          SUPERSEDED SURVEY CONTROL
 RZ0191
 RZ0191  NGVD 29 (??/??/92)  325.331  (m)         1067.36   (f) ADJ UNCH    1 2
 RZ0191
 RZ0191.Superseded values are not recommended for survey control.
 RZ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0191.See file dsdata.txt to determine how the superseded data were derived.
 RZ0191
 RZ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM624394(NAD 83)
 RZ0191_MARKER: DB = BENCH MARK DISK
 RZ0191_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0191_SP_SET: ROCK OUTCROP
 RZ0191_STAMPING: E 125 1935
 RZ0191_MARK LOGO: CGS   
 RZ0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0191+STABILITY: POSITION/ELEVATION WELL
 RZ0191
 RZ0191  HISTORY     - Date     Condition        Report By
 RZ0191  HISTORY     - 1935     MONUMENTED       CGS
 RZ0191  HISTORY     - 1980     GOOD             NGS
 RZ0191
 RZ0191                          STATION DESCRIPTION
 RZ0191
 RZ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0191'1.4 MI W FROM GREER.
 RZ0191'1.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0191'GREER, 400 FEET WEST OF MILEPOST 36, 24.3 FEET SOUTHWEST OF THE SECOND
 RZ0191'POLE WEST OF THE MILEPOST, 24.3 FEET NORTHEAST OF THE NORTHEAST CORNER
 RZ0191'OF TRESTLE 35, 23.6 FEET NORTH OF THE CENTER LINE OF THE TRACK, 9.6
 RZ0191'FEET NORTH OF A SMALL PINE TREE, 4 FEET WEST OF A SMALL TRAIL LEADING
 RZ0191'NORTH TO A CANYON, AND IN THE TOP OF A ROCK OUTCROP.
 RZ0191
 RZ0191                          STATION RECOVERY (1980)
 RZ0191
 RZ0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0191'12.3 KILOMETERS (7.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RZ0191'JUNCTION OF STATE HIGHWAY 7 IN OROFINO, THENCE 0.2 KILOMETER (0.1
 RZ0191'MILE) NORTHEAST ALONG STATE HIGHWAY 11, THENCE 1.8 KILOMETERS (1.15
 RZ0191'MILES) NORTHWEST ALONG THE CAMAS PRAIRIE RAILWAY, NEAR THE CENTER OF
 RZ0191'A WIRE GATE, SET IN TOP OF A ROCK OUTCROP PROJECTING 15 CENTIMETERS
 RZ0191'(6 INCHES), 141.8 METERS (465 FEET) NORTHWEST OF RAILWAY MILEPOST 36,
 RZ0191'7.2 METERS (23.6 FEET) NORTHEAST OF THE CENTERLINE OF THE RAILWAY,
 RZ0191'7.4 METERS (24.3 FEET) EAST OF THE EAST CORNER OF TRESTLE NUMBER 35.
 RZ0191'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0264 ***********************************************************************
 RZ0264  DESIGNATION -  E 126
 RZ0264  PID         -  RZ0264
 RZ0264  STATE/COUNTY-  ID/NEZ PERCE
 RZ0264  USGS QUAD   -  LAPWAI (1972)
 RZ0264
 RZ0264                         *CURRENT SURVEY CONTROL
 RZ0264  ___________________________________________________________________
 RZ0264* NAD 83(1986)-  46 29 14.     (N)    116 45 17.     (W)     SCALED    
 RZ0264* NAVD 88     -       253.901  (meters)     833.01   (feet)  ADJUSTED  
 RZ0264  ___________________________________________________________________
 RZ0264  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 RZ0264  DYNAMIC HT  -         253.898 (meters)     833.00  (feet)  COMP
 RZ0264  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 RZ0264
 RZ0264  VERT ORDER  -  FIRST     CLASS II
 RZ0264
 RZ0264.The horizontal coordinates were scaled from a topographic map and have
 RZ0264.an estimated accuracy of +/- 6 seconds.
 RZ0264
 RZ0264.The orthometric height was determined by differential leveling
 RZ0264.and adjusted by the National Geodetic Survey in June 1991..
 RZ0264
 RZ0264.The geoid height was determined by GEOID03.
 RZ0264
 RZ0264.The dynamic height is computed by dividing the NAVD 88
 RZ0264.geopotential number by the normal gravity value computed on the
 RZ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0264.degrees latitude (g = 980.6199 gals.).
 RZ0264
 RZ0264.The modeled gravity was interpolated from observed gravity values.
 RZ0264
 RZ0264;                    North         East    Units  Estimated Accuracy
 RZ0264;SPC ID W     -   536,090.      722,860.      MT  (+/- 180 meters Scaled)
 RZ0264
 RZ0264                          SUPERSEDED SURVEY CONTROL
 RZ0264
 RZ0264  NGVD 29 (??/??/92)  252.905  (m)          829.74   (f) ADJ UNCH    1 2
 RZ0264
 RZ0264.Superseded values are not recommended for survey control.
 RZ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0264.See file dsdata.txt to determine how the superseded data were derived.
 RZ0264
 RZ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM188482(NAD 83)
 RZ0264_MARKER: DB = BENCH MARK DISK
 RZ0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0264_SP_SET: MONUMENT
 RZ0264_STAMPING: E 126 1935
 RZ0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0264
 RZ0264  HISTORY     - Date     Condition        Report By
 RZ0264  HISTORY     - 1935     MONUMENTED       CGS
 RZ0264  HISTORY     - 1959     GOOD             NGS
 RZ0264
 RZ0264                          STATION DESCRIPTION
 RZ0264
 RZ0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0264'1.2 MI NE FROM ARROW.
 RZ0264'ABOUT 1.2 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY (CAMAS
 RZ0264'PRAIRIE RAILROAD) FROM THE STATION AT ARROW, ABOUT 850 FEET NORTH OF
 RZ0264'MILEPOST 1.  BETWEEN THE SEVENTH AND EIGHTH POLES NORTH OF THE
 RZ0264'MILEPOST, ABOUT 20 FEET HIGHER THAN THE CLEARWATER RIVER, 13 FEET EAST
 RZ0264'OF THE CENTERLINE OF THE RAILROAD TRACKS, 2 FEET WEST OF THE EAST EDGE
 RZ0264'OF THE RAILROAD GRADE.  A STANDARD DISK STAMPED E 126 1935 SET IN THE
 RZ0264'TOP OF A 6-INCH SQUARE CONCRETE MONUMENT, PROJECTING 6 INCHES ABOVE
 RZ0264'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0154 ***********************************************************************
 RZ0154  DESIGNATION -  E 127
 RZ0154  PID         -  RZ0154
 RZ0154  STATE/COUNTY-  ID/CLEARWATER
 RZ0154  USGS QUAD   -  OROFINO WEST (1994)
 RZ0154
 RZ0154                         *CURRENT SURVEY CONTROL
 RZ0154  ___________________________________________________________________
 RZ0154* NAD 83(1986)-  46 29 48.     (N)    116 17 32.     (W)     SCALED    
 RZ0154* NAVD 88     -       304.944  (meters)    1000.47   (feet)  ADJUSTED  
 RZ0154  ___________________________________________________________________
 RZ0154  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 RZ0154  DYNAMIC HT  -         304.940 (meters)    1000.46  (feet)  COMP
 RZ0154  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 RZ0154
 RZ0154  VERT ORDER  -  FIRST     CLASS II
 RZ0154
 RZ0154.The horizontal coordinates were scaled from a topographic map and have
 RZ0154.an estimated accuracy of +/- 6 seconds.
 RZ0154
 RZ0154.The orthometric height was determined by differential leveling
 RZ0154.and adjusted by the National Geodetic Survey in June 1991..
 RZ0154
 RZ0154.The geoid height was determined by GEOID03.
 RZ0154
 RZ0154.The dynamic height is computed by dividing the NAVD 88
 RZ0154.geopotential number by the normal gravity value computed on the
 RZ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0154.degrees latitude (g = 980.6199 gals.).
 RZ0154
 RZ0154.The modeled gravity was interpolated from observed gravity values.
 RZ0154
 RZ0154;                    North         East    Units  Estimated Accuracy
 RZ0154;SPC ID W     -   536,790.      758,380.      MT  (+/- 180 meters Scaled)
 RZ0154
 RZ0154                          SUPERSEDED SURVEY CONTROL
 RZ0154
 RZ0154  NGVD 29 (??/??/92)  303.936  (m)          997.16   (f) ADJ UNCH    1 2
 RZ0154
 RZ0154.Superseded values are not recommended for survey control.
 RZ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0154.See file dsdata.txt to determine how the superseded data were derived.
 RZ0154
 RZ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM543494(NAD 83)
 RZ0154_MARKER: DB = BENCH MARK DISK
 RZ0154_SETTING: 80 = SET IN A BOULDER
 RZ0154_STAMPING: E-127 1935
 RZ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0154+STABILITY: SURFACE MOTION
 RZ0154
 RZ0154  HISTORY     - Date     Condition        Report By
 RZ0154  HISTORY     - 1935     MONUMENTED       CGS
 RZ0154
 RZ0154                          STATION DESCRIPTION
 RZ0154
 RZ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0154'1.8 MI W FROM OROFINO.
 RZ0154'1.8 MILES WEST OF, ALONG NORTHERN PACIFIC RY., FROM RY. STATION.
 RZ0154'TABLET SET HORIZONTALLY IN 14 FT. X 10 FT. 3.5 FT. ROCK BOULDER ON
 RZ0154'NORTH SIDE OF TRACK AT SLOPE OF PROMINENT ROCKY KNOLL. 75.8 FEET WEST
 RZ0154'OF MILE POST NO. 27. 26.3 FEET NORTH OF CENTERLINE OF NORTHERN PACIFIC
 RZ0154'R.R.  10.6 FEET EAST OF WEST EDGE OF ROCK.  4.6 FEET NORTH OF SOUTH
 RZ0154'EDGE OF ROCK, ABOUT 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0012 ***********************************************************************
 RZ0012  DESIGNATION -  E 128
 RZ0012  PID         -  RZ0012
 RZ0012  STATE/COUNTY-  ID/CLEARWATER
 RZ0012  USGS QUAD   -  AHSAHKA (1994)
 RZ0012
 RZ0012                         *CURRENT SURVEY CONTROL
 RZ0012  ___________________________________________________________________
 RZ0012* NAD 83(1986)-  46 35 16.     (N)    116 16 27.     (W)     SCALED    
 RZ0012* NAVD 88     -       331.443  (meters)    1087.41   (feet)  ADJUSTED  
 RZ0012  ___________________________________________________________________
 RZ0012  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 RZ0012  DYNAMIC HT  -         331.440 (meters)    1087.40  (feet)  COMP
 RZ0012  MODELED GRAV-     980,595.7   (mgal)                       NAVD 88
 RZ0012
 RZ0012  VERT ORDER  -  SECOND    CLASS 0
 RZ0012
 RZ0012.The horizontal coordinates were scaled from a topographic map and have
 RZ0012.an estimated accuracy of +/- 6 seconds.
 RZ0012
 RZ0012.The orthometric height was determined by differential leveling
 RZ0012.and adjusted by the National Geodetic Survey in June 1991..
 RZ0012
 RZ0012.The geoid height was determined by GEOID03.
 RZ0012
 RZ0012.The dynamic height is computed by dividing the NAVD 88
 RZ0012.geopotential number by the normal gravity value computed on the
 RZ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0012.degrees latitude (g = 980.6199 gals.).
 RZ0012
 RZ0012.The modeled gravity was interpolated from observed gravity values.
 RZ0012
 RZ0012;                    North         East    Units  Estimated Accuracy
 RZ0012;SPC ID W     -   546,910.      759,830.      MT  (+/- 180 meters Scaled)
 RZ0012
 RZ0012                          SUPERSEDED SURVEY CONTROL
 RZ0012
 RZ0012  NGVD 29 (??/??/92)  330.41   (m)         1084.0    (f) COMPUTED    2 0
 RZ0012
 RZ0012.Superseded values are not recommended for survey control.
 RZ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0012.See file dsdata.txt to determine how the superseded data were derived.
 RZ0012
 RZ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM556596(NAD 83)
 RZ0012_MARKER: DB = BENCH MARK DISK
 RZ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0012_STAMPING: E-128 1935
 RZ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0012+STABILITY: SURFACE MOTION
 RZ0012
 RZ0012  HISTORY     - Date     Condition        Report By
 RZ0012  HISTORY     - 1935     MONUMENTED       CGS
 RZ0012  HISTORY     - 1959     MARK NOT FOUND   NGS
 RZ0012
 RZ0012                          STATION DESCRIPTION
 RZ0012
 RZ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0012'8.8 MI NE FROM AHSAHKA.
 RZ0012'8.8 MILES NORTHEAST OF, ALONG COUNTY ROAD TO ELK RIVER, FROM NORTHERN
 RZ0012'PACIFIC RY. STATION.  SET AT OPEN CAMP GROUND AT FOOT OF NORTHEAST
 RZ0012'SLOPE OF HILL.  44.2 FEET SOUTHWEST OF CENTERLINE OF COUNTY ROAD. 21.3
 RZ0012'FEET WEST OF WEST BANK OF SMALL STREAM FLOWING INTO NORTH FORK OF
 RZ0012'CLEARWATER RIVER.  21.2 FEET SOUTH OF BOWLDER ROCK WITH CHISELED
 RZ0012'SQUARE MARKED U.S.B.M.  13.4 FEET WEST OF 20 INCH IN DIAMETER AT BASE
 RZ0012'BLAZED FIR TREE.  TABLET SET IN PRECAST CONCRETE POST.
 RZ0012
 RZ0012                          STATION RECOVERY (1959)
 RZ0012
 RZ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0013 ***********************************************************************
 RZ0013  DESIGNATION -  E 128 RESET
 RZ0013  PID         -  RZ0013
 RZ0013  STATE/COUNTY-  ID/CLEARWATER
 RZ0013  USGS QUAD   -  AHSAHKA (1994)
 RZ0013
 RZ0013                         *CURRENT SURVEY CONTROL
 RZ0013  ___________________________________________________________________
 RZ0013* NAD 83(1986)-  46 35 18.     (N)    116 16 30.     (W)     SCALED    
 RZ0013* NAVD 88     -       333.88   (meters)    1095.4    (feet)  RESET     
 RZ0013  ___________________________________________________________________
 RZ0013  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 RZ0013
 RZ0013  VERT ORDER  -  THIRD
 RZ0013
 RZ0013.The horizontal coordinates were scaled from a topographic map and have
 RZ0013.an estimated accuracy of +/- 6 seconds.
 RZ0013
 RZ0013.The orthometric height was computed from unverified reset data.
 RZ0013.No vertical observational check was made to the station.
 RZ0013
 RZ0013.The geoid height was determined by GEOID03.
 RZ0013
 RZ0013;                    North         East    Units  Estimated Accuracy
 RZ0013;SPC ID W     -   546,970.      759,770.      MT  (+/- 180 meters Scaled)
 RZ0013
 RZ0013                          SUPERSEDED SURVEY CONTROL
 RZ0013
 RZ0013  NGVD 29 (??/??/??)  332.85   (m)         1092.0    (f) RESET       3  
 RZ0013
 RZ0013.Superseded values are not recommended for survey control.
 RZ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0013.See file dsdata.txt to determine how the superseded data were derived.
 RZ0013
 RZ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM555596(NAD 83)
 RZ0013_MARKER: DB = BENCH MARK DISK
 RZ0013_SETTING: 0 = UNSPECIFIED SETTING
 RZ0013_STAMPING: E 128 RESET 1936
 RZ0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0013
 RZ0013  HISTORY     - Date     Condition        Report By
 RZ0013  HISTORY     - 1936     MONUMENTED       USFS
 RZ0013  HISTORY     - 1943     GOOD             NGS
 RZ0013
 RZ0013                          STATION DESCRIPTION
 RZ0013
 RZ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RZ0013'8.8 MI NE FROM AHSAHKA.
 RZ0013'SET AT OPEN CAMP GROUND AT FOOT OF NORTHEAST SLOPE OF HILL.  44.2 FEET
 RZ0013'SOUTHWEST OF CENTERLINE OF COUNTY ROAD.  21.3 FEET WEST OF WEST BANK
 RZ0013'OF SMALL STREAM FLOWING INTO NORTH FORK OF CLEARWATER RIVER. 21.2 FEET
 RZ0013'SOUTH OF BOWLDER ROCK WITH CHISELED SQUARE MARKED U.S.B.M. 13.4 FEET
 RZ0013'WEST OF 20 INCH IN DIAMETER AT BASE BLAZED FIR TREE.  IN A LEDGE OF
 RZ0013'ROCK ON THE RIGHT SIDE OF THE ROAD 100 FEET UPSTREAM FROM THE
 RZ0013'DESCRIPTION ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0446 ***********************************************************************
 RY0446  DESIGNATION -  E 129
 RY0446  PID         -  RY0446
 RY0446  STATE/COUNTY-  ID/IDAHO
 RY0446  USGS QUAD   -  STITES (1966)
 RY0446
 RY0446                         *CURRENT SURVEY CONTROL
 RY0446  ___________________________________________________________________
 RY0446* NAD 83(1986)-  46 03 22.     (N)    115 58 24.     (W)     SCALED    
 RY0446* NAVD 88     -       425.688  (meters)    1396.61   (feet)  ADJUSTED  
 RY0446  ___________________________________________________________________
 RY0446  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 RY0446  DYNAMIC HT  -         425.649 (meters)    1396.48  (feet)  COMP
 RY0446  MODELED GRAV-     980,510.8   (mgal)                       NAVD 88
 RY0446
 RY0446  VERT ORDER  -  SECOND    CLASS 0
 RY0446
 RY0446.The horizontal coordinates were scaled from a topographic map and have
 RY0446.an estimated accuracy of +/- 6 seconds.
 RY0446
 RY0446.The orthometric height was determined by differential leveling
 RY0446.and adjusted by the National Geodetic Survey in June 1991..
 RY0446
 RY0446.The geoid height was determined by GEOID03.
 RY0446
 RY0446.The dynamic height is computed by dividing the NAVD 88
 RY0446.geopotential number by the normal gravity value computed on the
 RY0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0446.degrees latitude (g = 980.6199 gals.).
 RY0446
 RY0446.The modeled gravity was interpolated from observed gravity values.
 RY0446
 RY0446;                    North         East    Units  Estimated Accuracy
 RY0446;SPC ID W     -   487,700.      782,720.      MT  (+/- 180 meters Scaled)
 RY0446
 RY0446                          SUPERSEDED SURVEY CONTROL
 RY0446
 RY0446  NGVD 29 (??/??/92)  424.647  (m)         1393.20   (f) ADJ UNCH    2 0
 RY0446
 RY0446.Superseded values are not recommended for survey control.
 RY0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0446.See file dsdata.txt to determine how the superseded data were derived.
 RY0446
 RY0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM794007(NAD 83)
 RY0446_MARKER: DB = BENCH MARK DISK
 RY0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0446_STAMPING: E 129 1935
 RY0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0446+STABILITY: SURFACE MOTION
 RY0446
 RY0446  HISTORY     - Date     Condition        Report By
 RY0446  HISTORY     - 1935     MONUMENTED       CGS
 RY0446  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0446
 RY0446                          STATION DESCRIPTION
 RY0446
 RY0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0446'3.1 MI S FROM STITES.
 RY0446'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE NORTHERN PACIFIC
 RY0446'RAILWAY STATION AT STITES, IDAHO COUNTY, ABOUT 200 FEET NORTH OF THE
 RY0446'NORTH CLEARWATER RIVER BANK, AT A SMALL CUT, AT A TRIANGULAR PARK, 54
 RY0446'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15.5 FEET SOUTHWEST
 RY0446'OF A SOUTHEAST-AND-NORTHWEST BARBED-WIRE FENCE, AND 10.2 FEET
 RY0446'NORTHEAST OF A SMALL PINE TREE.  A STANDARD DISK, STAMPED E 129 1935
 RY0446'AND SET IN THE TOP OF A CONCRETE POST.
 RY0446
 RY0446                          STATION RECOVERY (1964)
 RY0446
 RY0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0076 ***********************************************************************
 OZ0076  DESIGNATION -  E 13
 OZ0076  PID         -  OZ0076
 OZ0076  STATE/COUNTY-  ID/LINCOLN
 OZ0076  USGS QUAD   -  RICHFIELD (1979)
 OZ0076
 OZ0076                         *CURRENT SURVEY CONTROL
 OZ0076  ___________________________________________________________________
 OZ0076* NAD 83(1986)-  43 02 20.     (N)    114 10 41.     (W)     SCALED    
 OZ0076* NAVD 88     -      1294.777  (meters)    4247.95   (feet)  ADJUSTED  
 OZ0076  ___________________________________________________________________
 OZ0076  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 OZ0076  DYNAMIC HT  -        1294.111 (meters)    4245.76  (feet)  COMP
 OZ0076  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 OZ0076
 OZ0076  VERT ORDER  -  FIRST     CLASS II
 OZ0076
 OZ0076.The horizontal coordinates were scaled from a topographic map and have
 OZ0076.an estimated accuracy of +/- 6 seconds.
 OZ0076
 OZ0076.The orthometric height was determined by differential leveling
 OZ0076.and adjusted by the National Geodetic Survey in June 1991..
 OZ0076
 OZ0076.The geoid height was determined by GEOID03.
 OZ0076
 OZ0076.The dynamic height is computed by dividing the NAVD 88
 OZ0076.geopotential number by the normal gravity value computed on the
 OZ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0076.degrees latitude (g = 980.6199 gals.).
 OZ0076
 OZ0076.The modeled gravity was interpolated from observed gravity values.
 OZ0076
 OZ0076;                    North         East    Units  Estimated Accuracy
 OZ0076;SPC ID C     -   152,430.      485,490.      MT  (+/- 180 meters Scaled)
 OZ0076
 OZ0076                          SUPERSEDED SURVEY CONTROL
 OZ0076
 OZ0076  NGVD 29 (??/??/92) 1293.869  (m)         4244.97   (f) ADJ UNCH    1 2
 OZ0076
 OZ0076.Superseded values are not recommended for survey control.
 OZ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0076.See file dsdata.txt to determine how the superseded data were derived.
 OZ0076
 OZ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH298689(NAD 83)
 OZ0076_MARKER: DB = BENCH MARK DISK
 OZ0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0076_SP_SET: CULVERT
 OZ0076_STAMPING: 4245.090 E 13 1933
 OZ0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0076
 OZ0076  HISTORY     - Date     Condition        Report By
 OZ0076  HISTORY     - 1933     MONUMENTED       CGS
 OZ0076  HISTORY     - 1934     GOOD             NGS
 OZ0076
 OZ0076                          STATION DESCRIPTION
 OZ0076
 OZ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0076'1.4 MI SW FROM RICHFIELD.
 OZ0076'1.4 MILES SOUTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OZ0076'RICHFIELD, LINCOLN COUNTY, 2.9 MILES NORTHEAST OF THE SIDING AT
 OZ0076'MARLEY, 0.1 MILE SOUTHWEST OF MILEPOST 14 AND A TURN IN LITTLE WOOD
 OZ0076'RIVER, NEAR THE CENTER OF A FILL, AT CULVERT 13.87, IN THE CENTER OF
 OZ0076'THE TOP OF THE NORTH WEST CONCRETE HEAD WALL, 18 FEET NORTHWEST OF THE
 OZ0076'CENTER LINE OF THE TRACK, AND 8 FEET LOWER THAN THE TRACK.  A STANDARD
 OZ0076'DISK, STAMPED 4245.090 E 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0701 ***********************************************************************
 RY0701  DESIGNATION -  E 130
 RY0701  PID         -  RY0701
 RY0701  STATE/COUNTY-  ID/CLEARWATER
 RY0701  USGS QUAD   -  PIERCE (1994)
 RY0701
 RY0701                         *CURRENT SURVEY CONTROL
 RY0701  ___________________________________________________________________
 RY0701* NAD 83(1986)-  46 29 55.     (N)    115 50 51.     (W)     SCALED    
 RY0701* NAVD 88     -       906.442  (meters)    2973.89   (feet)  ADJUSTED  
 RY0701  ___________________________________________________________________
 RY0701  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 RY0701  DYNAMIC HT  -         906.332 (meters)    2973.52  (feet)  COMP
 RY0701  MODELED GRAV-     980,463.2   (mgal)                       NAVD 88
 RY0701
 RY0701  VERT ORDER  -  FIRST     CLASS II
 RY0701
 RY0701.The horizontal coordinates were scaled from a topographic map and have
 RY0701.an estimated accuracy of +/- 6 seconds.
 RY0701
 RY0701.The orthometric height was determined by differential leveling
 RY0701.and adjusted by the National Geodetic Survey in June 1991..
 RY0701
 RY0701.The geoid height was determined by GEOID03.
 RY0701
 RY0701.The dynamic height is computed by dividing the NAVD 88
 RY0701.geopotential number by the normal gravity value computed on the
 RY0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0701.degrees latitude (g = 980.6199 gals.).
 RY0701
 RY0701.The modeled gravity was interpolated from observed gravity values.
 RY0701
 RY0701;                    North         East    Units  Estimated Accuracy
 RY0701;SPC ID W     -   536,870.      792,520.      MT  (+/- 180 meters Scaled)
 RY0701
 RY0701                          SUPERSEDED SURVEY CONTROL
 RY0701
 RY0701  NGVD 29 (??/??/92)  905.346  (m)         2970.29   (f) ADJ UNCH    1 2
 RY0701
 RY0701.Superseded values are not recommended for survey control.
 RY0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0701.See file dsdata.txt to determine how the superseded data were derived.
 RY0701
 RY0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM884500(NAD 83)
 RY0701_MARKER: DB = BENCH MARK DISK
 RY0701_SETTING: 66 = SET IN ROCK OUTCROP
 RY0701_SP_SET: OUTCROP
 RY0701_STAMPING: E 130 1935
 RY0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0701+STABILITY: POSITION/ELEVATION WELL
 RY0701
 RY0701  HISTORY     - Date     Condition        Report By
 RY0701  HISTORY     - 1935     MONUMENTED       CGS
 RY0701  HISTORY     - 1950     GOOD             NGS
 RY0701
 RY0701                          STATION DESCRIPTION
 RY0701
 RY0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0701'3.3 MI W FROM PIERCE.
 RY0701'0.2 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0701'PIERCE, THENCE 1.1 MILES WEST ALONG JAYPE ROAD, THENCE 2.0 MILES WEST
 RY0701'ALONG THE NORTHERN PACIFIC RAILROAD, IN A CUT BETWEEN TRESTLES NO.
 RY0701'23.2 AND NO. 23.1, 40.1 FEET EAST OF A TELEPHONE POLE, 32.4 FEET EAST
 RY0701'OF THE EAST END OF TRESTLE NO. 23.1, 10.3 FEET SOUTH OF THE SOUTH
 RY0701'RAIL, IN THE TOP OF AN OUTCROP AT THE NORTH BASE OF THE SOUTH
 RY0701'CUT-BANK, AND ABOUT 3 1/2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0273 ***********************************************************************
 SV0273  DESIGNATION -  E 133
 SV0273  PID         -  SV0273
 SV0273  STATE/COUNTY-  ID/KOOTENAI
 SV0273  USGS QUAD   -  BLACK LAKE (1996)
 SV0273
 SV0273                         *CURRENT SURVEY CONTROL
 SV0273  ___________________________________________________________________
 SV0273* NAD 83(1986)-  47 23 39.     (N)    116 44 36.     (W)     SCALED    
 SV0273* NAVD 88     -       652.665  (meters)    2141.29   (feet)  ADJUSTED  
 SV0273  ___________________________________________________________________
 SV0273  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 SV0273  DYNAMIC HT  -         652.657 (meters)    2141.26  (feet)  COMP
 SV0273  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 SV0273
 SV0273  VERT ORDER  -  SECOND    CLASS 0
 SV0273
 SV0273.The horizontal coordinates were scaled from a topographic map and have
 SV0273.an estimated accuracy of +/- 6 seconds.
 SV0273
 SV0273.The orthometric height was determined by differential leveling
 SV0273.and adjusted by the National Geodetic Survey in June 1991..
 SV0273
 SV0273.The geoid height was determined by GEOID03.
 SV0273
 SV0273.The dynamic height is computed by dividing the NAVD 88
 SV0273.geopotential number by the normal gravity value computed on the
 SV0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0273.degrees latitude (g = 980.6199 gals.).
 SV0273
 SV0273.The modeled gravity was interpolated from observed gravity values.
 SV0273
 SV0273;                    North         East    Units  Estimated Accuracy
 SV0273;SPC ID W     -   636,890.      725,010.      MT  (+/- 180 meters Scaled)
 SV0273
 SV0273                          SUPERSEDED SURVEY CONTROL
 SV0273
 SV0273  NGVD 29 (??/??/92)  651.538  (m)         2137.59   (f) ADJ UNCH    2 0
 SV0273
 SV0273.Superseded values are not recommended for survey control.
 SV0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0273.See file dsdata.txt to determine how the superseded data were derived.
 SV0273
 SV0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN193490(NAD 83)
 SV0273_MARKER: DB = BENCH MARK DISK
 SV0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0273_STAMPING: E 133 1935
 SV0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0273+STABILITY: SURFACE MOTION
 SV0273
 SV0273  HISTORY     - Date     Condition        Report By
 SV0273  HISTORY     - 1935     MONUMENTED       CGS
 SV0273  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0273
 SV0273                          STATION DESCRIPTION
 SV0273
 SV0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0273'5.1 MI SW FROM HARRISON.
 SV0273'5.1 MILES SOUTHWEST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0273'NAVIGATION CO. RAILROAD FROM THE STATION AT HARRISON, KOOTENAI COUNTY,
 SV0273'0.4 MILE NORTH OF MILEPOST 25, 105 FEET NORTHWEST OF THE NORTHWEST
 SV0273'CORNER OF A HOUSE OWNED BY THE WASHINGTON WATER AND POWER CO., 26 FEET
 SV0273'EAST OF THE CENTERLINE OF THE TRACK, 14.6 FEET NORTH OF THE NORTH SIDE
 SV0273'OF A BOARD WALK, AND 1.3 FEET SOUTHEAST OF A TELEPHONE POLE. A
 SV0273'STANDARD DISK, STAMPED E 133 1935 AND SET IN THE TOP OF A CONCRETE
 SV0273'POST.
 SV0273
 SV0273                          STATION RECOVERY (1976)
 SV0273
 SV0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0282 ***********************************************************************
 SV0282  DESIGNATION -  E 134
 SV0282  PID         -  SV0282
 SV0282  STATE/COUNTY-  ID/KOOTENAI
 SV0282  USGS QUAD   -  BLACK LAKE (1996)
 SV0282
 SV0282                         *CURRENT SURVEY CONTROL
 SV0282  ___________________________________________________________________
 SV0282* NAD 83(1986)-  47 27 46.     (N)    116 37 50.     (W)     SCALED    
 SV0282* NAVD 88     -       650.815  (meters)    2135.22   (feet)  ADJUSTED  
 SV0282  ___________________________________________________________________
 SV0282  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SV0282  DYNAMIC HT  -         650.821 (meters)    2135.24  (feet)  COMP
 SV0282  MODELED GRAV-     980,601.8   (mgal)                       NAVD 88
 SV0282
 SV0282  VERT ORDER  -  SECOND    CLASS 0
 SV0282
 SV0282.The horizontal coordinates were scaled from a topographic map and have
 SV0282.an estimated accuracy of +/- 6 seconds.
 SV0282
 SV0282.The orthometric height was determined by differential leveling
 SV0282.and adjusted by the National Geodetic Survey in June 1991..
 SV0282
 SV0282.The geoid height was determined by GEOID03.
 SV0282
 SV0282.The dynamic height is computed by dividing the NAVD 88
 SV0282.geopotential number by the normal gravity value computed on the
 SV0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0282.degrees latitude (g = 980.6199 gals.).
 SV0282
 SV0282.The modeled gravity was interpolated from observed gravity values.
 SV0282
 SV0282;                    North         East    Units  Estimated Accuracy
 SV0282;SPC ID W     -   644,420.      733,610.      MT  (+/- 180 meters Scaled)
 SV0282
 SV0282                          SUPERSEDED SURVEY CONTROL
 SV0282
 SV0282  NGVD 29 (??/??/92)  649.706  (m)         2131.58   (f) ADJ UNCH    2 0
 SV0282
 SV0282.Superseded values are not recommended for survey control.
 SV0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0282.See file dsdata.txt to determine how the superseded data were derived.
 SV0282
 SV0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN278566(NAD 83)
 SV0282_MARKER: DB = BENCH MARK DISK
 SV0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0282_STAMPING: E 134 1935
 SV0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0282+STABILITY: SURFACE MOTION
 SV0282
 SV0282  HISTORY     - Date     Condition        Report By
 SV0282  HISTORY     - 1935     MONUMENTED       CGS
 SV0282
 SV0282                          STATION DESCRIPTION
 SV0282
 SV0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0282'1.8 MI SW FROM MEDIMONT.
 SV0282'1.8 MILES SOUTHWEST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0282'NAVIGATION CO. RAILROAD FROM THE STATION AT MEDIMONT, KOOTENAI COUNTY,
 SV0282'0.4 MILE SOUTHWEST OF MILEPOST 40, 0.1 MILE NORTHWEST OF A DIRT ROAD,
 SV0282'18.9 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 18.2 FEET NORTH OF
 SV0282'THE NORTH CORNER OF A FENCE, 3.6 FEET EAST OF THE EAST CORNER OF A
 SV0282'SECTION-CAR SIDETRACK, AND 2.1 FEET WEST OF A TELEPHONE POLE. A
 SV0282'STANDARD DISK, STAMPED E 134 1935 AND SET IN THE TOP OF A CONCRETE
 SV0282'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0302 ***********************************************************************
 SV0302  DESIGNATION -  E 135
 SV0302  PID         -  SV0302
 SV0302  STATE/COUNTY-  ID/BENEWAH
 SV0302  USGS QUAD   -  ST MARIES (1995)
 SV0302
 SV0302                         *CURRENT SURVEY CONTROL
 SV0302  ___________________________________________________________________
 SV0302* NAD 83(1986)-  47 20 12.     (N)    116 33 24.     (W)     SCALED    
 SV0302* NAVD 88     -       651.434  (meters)    2137.25   (feet)  ADJUSTED  
 SV0302  ___________________________________________________________________
 SV0302  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 SV0302  DYNAMIC HT  -         651.412 (meters)    2137.17  (feet)  COMP
 SV0302  MODELED GRAV-     980,558.4   (mgal)                       NAVD 88
 SV0302
 SV0302  VERT ORDER  -  SECOND    CLASS 0
 SV0302
 SV0302.The horizontal coordinates were scaled from a topographic map and have
 SV0302.an estimated accuracy of +/- 6 seconds.
 SV0302
 SV0302.The orthometric height was determined by differential leveling
 SV0302.and adjusted by the National Geodetic Survey in June 1991..
 SV0302
 SV0302.The geoid height was determined by GEOID03.
 SV0302
 SV0302.The dynamic height is computed by dividing the NAVD 88
 SV0302.geopotential number by the normal gravity value computed on the
 SV0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0302.degrees latitude (g = 980.6199 gals.).
 SV0302
 SV0302.The modeled gravity was interpolated from observed gravity values.
 SV0302
 SV0302;                    North         East    Units  Estimated Accuracy
 SV0302;SPC ID W     -   630,340.      739,040.      MT  (+/- 180 meters Scaled)
 SV0302
 SV0302                          SUPERSEDED SURVEY CONTROL
 SV0302
 SV0302  NGVD 29 (??/??/92)  650.303  (m)         2133.54   (f) ADJ UNCH    2 0
 SV0302
 SV0302.Superseded values are not recommended for survey control.
 SV0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0302.See file dsdata.txt to determine how the superseded data were derived.
 SV0302
 SV0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN334426(NAD 83)
 SV0302_MARKER: DB = BENCH MARK DISK
 SV0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0302_STAMPING: E-135 1935
 SV0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0302+STABILITY: SURFACE MOTION
 SV0302
 SV0302  HISTORY     - Date     Condition        Report By
 SV0302  HISTORY     - 1935     MONUMENTED       CGS
 SV0302  HISTORY     - 1956     MARK NOT FOUND   USGS
 SV0302  HISTORY     - 1982     MARK NOT FOUND   NGS
 SV0302
 SV0302                          STATION DESCRIPTION
 SV0302
 SV0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0302'1.8 MI NE FROM ST MARIES.
 SV0302'1.8 MILE NORTHEAST OF, ALONG ST. MARIES-AVERY DIRT ROAD, FROM RY.
 SV0302'STATION.  MARK SET AT FOOT OF HILL GOING NORTHWEST UPWARDS AND IN OPEN
 SV0302'PLACE.  ABOUT 100 FEET SOUTHEAST OF FOOT OF HILL.  30.4 FEET NORTHWEST
 SV0302'OF CENTERLINE OF ROAD.  3.2 FEET NORTHWEST OF 12 INCH PINE TREE.
 SV0302'TABLET SET IN PRECAST CONCRETE POST.
 SV0302
 SV0302                          STATION RECOVERY (1956)
 SV0302
 SV0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SV0302'MARK NOT FOUND.
 SV0302
 SV0302                          STATION RECOVERY (1982)
 SV0302
 SV0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SV0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0524 ***********************************************************************
 QA0524  DESIGNATION -  E 136
 QA0524  PID         -  QA0524
 QA0524  STATE/COUNTY-  ID/VALLEY
 QA0524  USGS QUAD   -  EAGLE NEST (1988)
 QA0524
 QA0524                         *CURRENT SURVEY CONTROL
 QA0524  ___________________________________________________________________
 QA0524* NAD 83(1986)-  44 31 25.     (N)    115 57 13.     (W)     SCALED    
 QA0524* NAVD 88     -      1502.562  (meters)    4929.66   (feet)  ADJUSTED  
 QA0524  ___________________________________________________________________
 QA0524  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 QA0524  DYNAMIC HT  -        1501.854 (meters)    4927.33  (feet)  COMP
 QA0524  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 QA0524
 QA0524  VERT ORDER  -  SECOND    CLASS 0
 QA0524
 QA0524.The horizontal coordinates were scaled from a topographic map and have
 QA0524.an estimated accuracy of +/- 6 seconds.
 QA0524
 QA0524.The orthometric height was determined by differential leveling
 QA0524.and adjusted by the National Geodetic Survey in June 1991..
 QA0524
 QA0524.The geoid height was determined by GEOID03.
 QA0524
 QA0524.The dynamic height is computed by dividing the NAVD 88
 QA0524.geopotential number by the normal gravity value computed on the
 QA0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0524.degrees latitude (g = 980.6199 gals.).
 QA0524
 QA0524.The modeled gravity was interpolated from observed gravity values.
 QA0524
 QA0524;                    North         East    Units  Estimated Accuracy
 QA0524;SPC ID W     -   317,390.      783,820.      MT  (+/- 180 meters Scaled)
 QA0524
 QA0524                          SUPERSEDED SURVEY CONTROL
 QA0524
 QA0524  NGVD 29 (??/??/92) 1501.456  (m)         4926.03   (f) ADJ UNCH    2 0
 QA0524
 QA0524.Superseded values are not recommended for survey control.
 QA0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0524.See file dsdata.txt to determine how the superseded data were derived.
 QA0524
 QA0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK831305(NAD 83)
 QA0524_MARKER: DB = BENCH MARK DISK
 QA0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0524_STAMPING: E 136 1935
 QA0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0524+STABILITY: SURFACE MOTION
 QA0524
 QA0524  HISTORY     - Date     Condition        Report By
 QA0524  HISTORY     - 1935     MONUMENTED       CGS
 QA0524  HISTORY     - 1953     GOOD             NGS
 QA0524
 QA0524                          STATION DESCRIPTION
 QA0524
 QA0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QA0524'6.4 MI NE FROM CASCADE.
 QA0524'6.4 MILES NORTHEAST ALONG THE KNOX ROAD FROM THE OREGON SHORT LINE
 QA0524'RAILROAD STATION AT CASCADE, VALLEY COUNTY, AT THE FOOT OF PEARSOL
 QA0524'GRADE, 350 FEET NORTHWEST OF THE ROAD, AT THE FOOT OF A HILL AND ON
 QA0524'THE NORTHEAST SIDE OF A DRAW RUNNING TO THE NORTHWEST.  0.9 MILE
 QA0524'NORTHEAST OF THE JUNCTION OF THE THUNDER CITY TRAIL, 280 FEET
 QA0524'SOUTHWEST OF A CULVERT AT THE CENTER OF A REVERSE CURVE, 240 FEET
 QA0524'SOUTHWEST OF THE SLOPE OF A HILL, AND 28.5 FEET NORTHWEST OF THE
 QA0524'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 136 1935 AND SET
 QA0524'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0050 ***********************************************************************
 QB0050  DESIGNATION -  E 137
 QB0050  PID         -  QB0050
 QB0050  STATE/COUNTY-  ID/ADAMS
 QB0050  USGS QUAD   -  MEADOWS (1973)
 QB0050
 QB0050                         *CURRENT SURVEY CONTROL
 QB0050  ___________________________________________________________________
 QB0050* NAD 83(1986)-  44 57 50.     (N)    116 11 38.     (W)     SCALED    
 QB0050* NAVD 88     -      1349.681  (meters)    4428.08   (feet)  ADJUSTED  
 QB0050  ___________________________________________________________________
 QB0050  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 QB0050  DYNAMIC HT  -        1349.148 (meters)    4426.33  (feet)  COMP
 QB0050  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 QB0050
 QB0050  VERT ORDER  -  SECOND    CLASS 0
 QB0050
 QB0050.The horizontal coordinates were scaled from a topographic map and have
 QB0050.an estimated accuracy of +/- 6 seconds.
 QB0050
 QB0050.The orthometric height was determined by differential leveling
 QB0050.and adjusted by the National Geodetic Survey in June 1991..
 QB0050
 QB0050.The geoid height was determined by GEOID03.
 QB0050
 QB0050.The dynamic height is computed by dividing the NAVD 88
 QB0050.geopotential number by the normal gravity value computed on the
 QB0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0050.degrees latitude (g = 980.6199 gals.).
 QB0050
 QB0050.The modeled gravity was interpolated from observed gravity values.
 QB0050
 QB0050;                    North         East    Units  Estimated Accuracy
 QB0050;SPC ID W     -   366,390.      764,980.      MT  (+/- 180 meters Scaled)
 QB0050
 QB0050                          SUPERSEDED SURVEY CONTROL
 QB0050
 QB0050  NGVD 29 (??/??/92) 1348.528  (m)         4424.30   (f) ADJ UNCH    2 0
 QB0050
 QB0050.Superseded values are not recommended for survey control.
 QB0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0050.See file dsdata.txt to determine how the superseded data were derived.
 QB0050
 QB0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK635792(NAD 83)
 QB0050_MARKER: DB = BENCH MARK DISK
 QB0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0050_STAMPING: E 137 1935
 QB0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0050+STABILITY: SURFACE MOTION
 QB0050
 QB0050  HISTORY     - Date     Condition        Report By
 QB0050  HISTORY     - 1935     MONUMENTED       CGS
 QB0050  HISTORY     - 1973     MARK NOT FOUND   NGS
 QB0050
 QB0050                          STATION DESCRIPTION
 QB0050
 QB0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0050'3.0 MI E FROM MEADOWS.
 QB0050'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 15 FROM THE PUBLIC SCHOOL AT
 QB0050'MEADOWS, ADAMS COUNTY, ABOUT 0.1 MILE SOUTHWEST OF AN EAST CURVE,
 QB0050'ABOUT 91 FEET SOUTHWEST OF THE GATE TO A FOX FARM, 41 FEET SOUTHWEST
 QB0050'OF THE SOUTHWEST CORNER OF THE SOUTH HEAD WALL OF A PIPE CULVERT, 31.5
 QB0050'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET NORTHWEST
 QB0050'OF THE PROPERTY LINE FENCE.  A STANDARD DISK, STAMPED E 137 1935 AND
 QB0050'SET IN THE TOP OF A CONCRETE POST.
 QB0050
 QB0050                          STATION RECOVERY (1973)
 QB0050
 QB0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QB0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0550 ***********************************************************************
 QA0550  DESIGNATION -  E 138
 QA0550  PID         -  QA0550
 QA0550  STATE/COUNTY-  ID/VALLEY
 QA0550  USGS QUAD   -  LANDMARK (1988)
 QA0550
 QA0550                         *CURRENT SURVEY CONTROL
 QA0550  ___________________________________________________________________
 QA0550* NAD 83(1986)-  44 38 40.     (N)    115 36 03.     (W)     SCALED    
 QA0550* NAVD 88     -      2000.335  (meters)    6562.77   (feet)  POSTED    
 QA0550  ___________________________________________________________________
 QA0550  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 QA0550  DYNAMIC HT  -        1999.130 (meters)    6558.81  (feet)  COMP
 QA0550  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 QA0550
 QA0550  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QA0550
 QA0550.The horizontal coordinates were scaled from a topographic map and have
 QA0550.an estimated accuracy of +/- 6 seconds.
 QA0550
 QA0550.The orthometric height was determined by differential leveling
 QA0550.and adjusted by the National Geodetic Survey in 1992..
 QA0550.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QA0550.rate of 4.1 thru 8.0 mm/km.
 QA0550
 QA0550.The geoid height was determined by GEOID03.
 QA0550
 QA0550.The dynamic height is computed by dividing the NAVD 88
 QA0550.geopotential number by the normal gravity value computed on the
 QA0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0550.degrees latitude (g = 980.6199 gals.).
 QA0550
 QA0550.The modeled gravity was interpolated from observed gravity values.
 QA0550
 QA0550;                    North         East    Units  Estimated Accuracy
 QA0550;SPC ID W     -   330,810.      811,830.      MT  (+/- 180 meters Scaled)
 QA0550
 QA0550                          SUPERSEDED SURVEY CONTROL
 QA0550
 QA0550  NGVD 29 (??/??/92) 1998.948  (m)         6558.22   (f) ADJ UNCH    2 0
 QA0550
 QA0550.Superseded values are not recommended for survey control.
 QA0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0550.See file dsdata.txt to determine how the superseded data were derived.
 QA0550
 QA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK109444(NAD 83)
 QA0550_MARKER: DB = BENCH MARK DISK
 QA0550_SETTING: 80 = SET IN A BOULDER
 QA0550_SP_SET: BOULDER
 QA0550_STAMPING: E 138 1935
 QA0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0550+STABILITY: SURFACE MOTION
 QA0550
 QA0550  HISTORY     - Date     Condition        Report By
 QA0550  HISTORY     - 1935     MONUMENTED       CGS
 QA0550
 QA0550                          STATION DESCRIPTION
 QA0550
 QA0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0550'4.4 MI W FROM LANDMARK.
 QA0550'4.4 MILES WEST ALONG THE KNOX ROAD FROM THE RANGER STATION AT
 QA0550'LANDMARK, VALLEY COUNTY, ABOUT 0.1 MILE NORTHWEST OF A WHITE POST
 QA0550'MARKED 35, ABOUT 285 FEET NORTHWEST OF A WOODEN BRIDGE, ABOUT 105 FEET
 QA0550'NORTHWEST OF A CULVERT AT THE WEST END OF A CURVE, 48.5 FEET SOUTH OF
 QA0550'THE CENTER LINE OF THE ROAD, 21.5 FEET SOUTHWEST OF A BLAZED 2-FOOT
 QA0550'PINE TREE, AND IN THE TOP OF A FLAT GRANITE BOULDER PROJECTING ABOUT 2
 QA0550'1/2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED E 138 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0075 ***********************************************************************
 QB0075  DESIGNATION -  E 139
 QB0075  PID         -  QB0075
 QB0075  STATE/COUNTY-  ID/VALLEY
 QB0075  USGS QUAD   -  DONNELLY (1985)
 QB0075
 QB0075                         *CURRENT SURVEY CONTROL
 QB0075  ___________________________________________________________________
 QB0075* NAD 83(1986)-  44 40 08.     (N)    116 04 36.     (W)     SCALED    
 QB0075* NAVD 88     -      1477.451  (meters)    4847.27   (feet)  ADJUSTED  
 QB0075  ___________________________________________________________________
 QB0075  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 QB0075  DYNAMIC HT  -        1476.802 (meters)    4845.14  (feet)  COMP
 QB0075  MODELED GRAV-     980,126.3   (mgal)                       NAVD 88
 QB0075
 QB0075  VERT ORDER  -  SECOND    CLASS 0
 QB0075
 QB0075.The horizontal coordinates were scaled from a topographic map and have
 QB0075.an estimated accuracy of +/- 6 seconds.
 QB0075
 QB0075.The orthometric height was determined by differential leveling
 QB0075.and adjusted by the National Geodetic Survey in June 1991..
 QB0075
 QB0075.The geoid height was determined by GEOID03.
 QB0075
 QB0075.The dynamic height is computed by dividing the NAVD 88
 QB0075.geopotential number by the normal gravity value computed on the
 QB0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0075.degrees latitude (g = 980.6199 gals.).
 QB0075
 QB0075.The modeled gravity was interpolated from observed gravity values.
 QB0075
 QB0075;                    North         East    Units  Estimated Accuracy
 QB0075;SPC ID W     -   333,570.      774,100.      MT  (+/- 180 meters Scaled)
 QB0075
 QB0075                          SUPERSEDED SURVEY CONTROL
 QB0075
 QB0075  NGVD 29 (??/??/92) 1476.349  (m)         4843.65   (f) ADJ UNCH    2 0
 QB0075
 QB0075.Superseded values are not recommended for survey control.
 QB0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0075.See file dsdata.txt to determine how the superseded data were derived.
 QB0075
 QB0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK731465(NAD 83)
 QB0075_MARKER: DB = BENCH MARK DISK
 QB0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0075_STAMPING: E 139 1935
 QB0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0075+STABILITY: SURFACE MOTION
 QB0075
 QB0075  HISTORY     - Date     Condition        Report By
 QB0075  HISTORY     - 1935     MONUMENTED       CGS
 QB0075
 QB0075                          STATION DESCRIPTION
 QB0075
 QB0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0075'4.6 MI S FROM DONNELLY.
 QB0075'ABOUT 4.6 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 QB0075'HIGH SCHOOL AT DONNELLY, VALLEY COUNTY, ABOUT 0.2 MILE SOUTH OF
 QB0075'MILEPOST 111, ABOUT 65 FEET SOUTHEAST OF THE CENTER OF A ROAD
 QB0075'CROSSING, ABOUT 55 FEET SOUTH OF POLE 110+25, ABOUT 53 FEET EAST OF
 QB0075'THE CENTER LINE OF THE TRACK, AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 QB0075'FENCE.  A STANDARD DISK, STAMPED E 139 1935 AND SET IN THE TOP OF A
 QB0075'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0101 ***********************************************************************
 OZ0101  DESIGNATION -  E 14
 OZ0101  PID         -  OZ0101
 OZ0101  STATE/COUNTY-  ID/BLAINE
 OZ0101  USGS QUAD   -  BELLEVUE (1986)
 OZ0101
 OZ0101                         *CURRENT SURVEY CONTROL
 OZ0101  ___________________________________________________________________
 OZ0101* NAD 83(1986)-  43 28 55.     (N)    114 16 21.     (W)     SCALED    
 OZ0101* NAVD 88     -      1593.216  (meters)    5227.08   (feet)  ADJUSTED  
 OZ0101  ___________________________________________________________________
 OZ0101  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 OZ0101  DYNAMIC HT  -        1592.302 (meters)    5224.08  (feet)  COMP
 OZ0101  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 OZ0101
 OZ0101  VERT ORDER  -  FIRST     CLASS II
 OZ0101
 OZ0101.The horizontal coordinates were scaled from a topographic map and have
 OZ0101.an estimated accuracy of +/- 6 seconds.
 OZ0101
 OZ0101.The orthometric height was determined by differential leveling
 OZ0101.and adjusted by the National Geodetic Survey in June 1991..
 OZ0101
 OZ0101.The geoid height was determined by GEOID03.
 OZ0101
 OZ0101.The dynamic height is computed by dividing the NAVD 88
 OZ0101.geopotential number by the normal gravity value computed on the
 OZ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0101.degrees latitude (g = 980.6199 gals.).
 OZ0101
 OZ0101.The modeled gravity was interpolated from observed gravity values.
 OZ0101
 OZ0101;                    North         East    Units  Estimated Accuracy
 OZ0101;SPC ID C     -   201,680.      477,960.      MT  (+/- 180 meters Scaled)
 OZ0101
 OZ0101                          SUPERSEDED SURVEY CONTROL
 OZ0101
 OZ0101  NGVD 29 (??/??/92) 1592.105  (m)         5223.43   (f) ADJ UNCH    1 2
 OZ0101
 OZ0101.Superseded values are not recommended for survey control.
 OZ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0101.See file dsdata.txt to determine how the superseded data were derived.
 OZ0101
 OZ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ205179(NAD 83)
 OZ0101_MARKER: DB = BENCH MARK DISK
 OZ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0101_STAMPING: 5223.539 E 14 1933
 OZ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0101+STABILITY: SURFACE MOTION
 OZ0101
 OZ0101  HISTORY     - Date     Condition        Report By
 OZ0101  HISTORY     - 1933     MONUMENTED       CGS
 OZ0101  HISTORY     - 1934     GOOD             NGS
 OZ0101  HISTORY     - 20060914 MARK NOT FOUND   USGS
 OZ0101
 OZ0101                          STATION DESCRIPTION
 OZ0101
 OZ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0101'2.2 MI N FROM BELLEVUE.
 OZ0101'2.2 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM BELLEVUE,
 OZ0101'BLAINE COUNTY, 1/2 MILE NORTH OF A POWER-TRANSFORMER STATION, 0.3 MILE
 OZ0101'NORTH OF A DIKED TURN IN WOOD RIVER, 3 FEET WEST OF MILEPOST 54, 50
 OZ0101'FEET WEST OF THE CENTER LINE OF THE TRACK, AND 40 FEET EAST OF THE
 OZ0101'CENTER LINE OF U.S. HIGHWAY 93.  A STANDARD DISK, STAMPED 5223.539 E
 OZ0101'14 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 OZ0101'ABOVE GROUND.
 OZ0101
 OZ0101                          STATION RECOVERY (2006)
 OZ0101
 OZ0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0163 ***********************************************************************
 QB0163  DESIGNATION -  E 140
 QB0163  PID         -  QB0163
 QB0163  STATE/COUNTY-  ID/VALLEY
 QB0163  USGS QUAD   -  SMITHS FERRY (1985)
 QB0163
 QB0163                         *CURRENT SURVEY CONTROL
 QB0163  ___________________________________________________________________
 QB0163* NAD 83(1986)-  44 19 32.     (N)    116 03 29.     (W)     SCALED    
 QB0163* NAVD 88     -      1408.976  (meters)    4622.62   (feet)  POSTED    
 QB0163  ___________________________________________________________________
 QB0163  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 QB0163  DYNAMIC HT  -        1408.340 (meters)    4620.53  (feet)  COMP
 QB0163  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 QB0163
 QB0163  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QB0163
 QB0163.The horizontal coordinates were scaled from a topographic map and have
 QB0163.an estimated accuracy of +/- 6 seconds.
 QB0163
 QB0163.The orthometric height was determined by differential leveling
 QB0163.and adjusted by the National Geodetic Survey in 1992..
 QB0163.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QB0163.rate of 4.1 thru 8.0 mm/km.
 QB0163
 QB0163.The geoid height was determined by GEOID03.
 QB0163
 QB0163.The dynamic height is computed by dividing the NAVD 88
 QB0163.geopotential number by the normal gravity value computed on the
 QB0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0163.degrees latitude (g = 980.6199 gals.).
 QB0163
 QB0163.The modeled gravity was interpolated from observed gravity values.
 QB0163
 QB0163;                    North         East    Units  Estimated Accuracy
 QB0163;SPC ID W     -   295,410.      775,430.      MT  (+/- 180 meters Scaled)
 QB0163
 QB0163                          SUPERSEDED SURVEY CONTROL
 QB0163
 QB0163  NGVD 29 (??/??/92) 1407.812  (m)         4618.80   (f) ADJ UNCH    2 0
 QB0163
 QB0163.Superseded values are not recommended for survey control.
 QB0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0163.See file dsdata.txt to determine how the superseded data were derived.
 QB0163
 QB0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK751084(NAD 83)
 QB0163_MARKER: DB = BENCH MARK DISK
 QB0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0163_SP_SET: CONCRETE FOOTING
 QB0163_STAMPING: E 140 1935
 QB0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0163
 QB0163  HISTORY     - Date     Condition        Report By
 QB0163  HISTORY     - 1935     MONUMENTED       CGS
 QB0163
 QB0163                          STATION DESCRIPTION
 QB0163
 QB0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0163'2.7 MI NE FROM SMITHS FERRY.
 QB0163'2.7 MILES NORTHEAST ALONG STATE HIGHWAY 15 FROM THE FIRE WARDEN
 QB0163'RESIDENCE AT SMITHS FERRY, VALLEY COUNTY, 15 FEET EAST OF THE CENTER
 QB0163'LINE OF THE HIGHWAY, AT A CONCRETE BRIDGE OVER THE NORTH FORK PAYETTE
 QB0163'RIVER, 6 FEET SOUTHWEST OF THE NORTHEAST END OF THE EAST GUARD RAIL,
 QB0163'IN THE TOP OF THE CONCRETE FOOTING, AND ABOUT ONE HALF FOOT HIGHER
 QB0163'THAN THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED E 140 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0022 ***********************************************************************
 OH0022  DESIGNATION -  E 141
 OH0022  PID         -  OH0022
 OH0022  STATE/COUNTY-  ID/CANYON
 OH0022  USGS QUAD   -  MERIDIAN (1971)
 OH0022
 OH0022                         *CURRENT SURVEY CONTROL
 OH0022  ___________________________________________________________________
 OH0022* NAD 83(1986)-  43 36 38.     (N)    116 29 36.     (W)     SCALED    
 OH0022* NAVD 88     -       764.584  (meters)    2508.47   (feet)  ADJUSTED  
 OH0022  ___________________________________________________________________
 OH0022  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 OH0022  DYNAMIC HT  -         764.322 (meters)    2507.61  (feet)  COMP
 OH0022  MODELED GRAV-     980,251.8   (mgal)                       NAVD 88
 OH0022
 OH0022  VERT ORDER  -  SECOND    CLASS 0
 OH0022
 OH0022.The horizontal coordinates were scaled from a topographic map and have
 OH0022.an estimated accuracy of +/- 6 seconds.
 OH0022
 OH0022.The orthometric height was determined by differential leveling
 OH0022.and adjusted by the National Geodetic Survey in June 1991..
 OH0022
 OH0022.The geoid height was determined by GEOID03.
 OH0022
 OH0022.The dynamic height is computed by dividing the NAVD 88
 OH0022.geopotential number by the normal gravity value computed on the
 OH0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0022.degrees latitude (g = 980.6199 gals.).
 OH0022
 OH0022.The modeled gravity was interpolated from observed gravity values.
 OH0022
 OH0022;                    North         East    Units  Estimated Accuracy
 OH0022;SPC ID W     -   216,190.      740,000.      MT  (+/- 180 meters Scaled)
 OH0022
 OH0022                          SUPERSEDED SURVEY CONTROL
 OH0022
 OH0022  NGVD 29 (??/??/92)  763.648  (m)         2505.40   (f) ADJ UNCH    2 0
 OH0022
 OH0022.Superseded values are not recommended for survey control.
 OH0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0022.See file dsdata.txt to determine how the superseded data were derived.
 OH0022
 OH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ408287(NAD 83)
 OH0022_MARKER: DB = BENCH MARK DISK
 OH0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0022_STAMPING: E 141 1935
 OH0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0022+STABILITY: SURFACE MOTION
 OH0022
 OH0022  HISTORY     - Date     Condition        Report By
 OH0022  HISTORY     - 1935     MONUMENTED       CGS
 OH0022  HISTORY     - 1959     GOOD             NGS
 OH0022  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0022
 OH0022                          STATION DESCRIPTION
 OH0022
 OH0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0022'4.4 MI E FROM NAMPA.
 OH0022'4.4 MILES EAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE LAKEVIEW
 OH0022'PARK AT NAMPA, CANYON COUNTY, 0.3 MILE EAST OF MILEPOST B 463, 0.3
 OH0022'MILE WEST OF THE STATION SIGN AT NOBLE, 1,050 FEET EAST OF SEMAPHORE B
 OH0022'4629, 96.2 FEET NORTH OF THE CENTERLINE OF THE TRACK, 33 FEET EAST OF
 OH0022'THE CENTERLINE OF A NORTH-AND-SOUTH GRAVEL ROAD, AND 5.5 FEET
 OH0022'SOUTHEAST OF THE NORTHWEST CORNER OF THE RIGHT-OF-WAY FENCE.  A
 OH0022'STANDARD DISK, STAMPED E 141 1935 AND SET IN THE TOP OF A CONCRETE
 OH0022'POST.
 OH0022
 OH0022                          STATION RECOVERY (1983)
 OH0022
 OH0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0061 ***********************************************************************
 OH0061  DESIGNATION -  E 142
 OH0061  PID         -  OH0061
 OH0061  STATE/COUNTY-  ID/ADA
 OH0061  USGS QUAD   -  LUCKY PEAK (1972)
 OH0061
 OH0061                         *CURRENT SURVEY CONTROL
 OH0061  ___________________________________________________________________
 OH0061* NAD 83(1986)-  43 31 35.     (N)    116 03 57.     (W)     SCALED    
 OH0061* NAVD 88     -       866.783  (meters)    2843.77   (feet)  ADJUSTED  
 OH0061  ___________________________________________________________________
 OH0061  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 OH0061  DYNAMIC HT  -         866.438 (meters)    2842.64  (feet)  COMP
 OH0061  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 OH0061
 OH0061  VERT ORDER  -  SECOND    CLASS 0
 OH0061
 OH0061.The horizontal coordinates were scaled from a topographic map and have
 OH0061.an estimated accuracy of +/- 6 seconds.
 OH0061
 OH0061.The orthometric height was determined by differential leveling
 OH0061.and adjusted by the National Geodetic Survey in June 1991..
 OH0061
 OH0061.The geoid height was determined by GEOID03.
 OH0061
 OH0061.The dynamic height is computed by dividing the NAVD 88
 OH0061.geopotential number by the normal gravity value computed on the
 OH0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0061.degrees latitude (g = 980.6199 gals.).
 OH0061
 OH0061.The modeled gravity was interpolated from observed gravity values.
 OH0061
 OH0061;                    North         East    Units  Estimated Accuracy
 OH0061;SPC ID W     -   206,620.      774,470.      MT  (+/- 180 meters Scaled)
 OH0061
 OH0061                          SUPERSEDED SURVEY CONTROL
 OH0061
 OH0061  NGVD 29 (??/??/92)  865.806  (m)         2840.57   (f) ADJ UNCH    2 0
 OH0061
 OH0061.Superseded values are not recommended for survey control.
 OH0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0061.See file dsdata.txt to determine how the superseded data were derived.
 OH0061
 OH0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ754196(NAD 83)
 OH0061_MARKER: DB = BENCH MARK DISK
 OH0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0061_STAMPING: E 142 1935
 OH0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0061+STABILITY: SURFACE MOTION
 OH0061
 OH0061  HISTORY     - Date     Condition        Report By
 OH0061  HISTORY     - 1935     MONUMENTED       CGS
 OH0061  HISTORY     - 1973     GOOD             USGS
 OH0061
 OH0061                          STATION DESCRIPTION
 OH0061
 OH0061'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OH0061'10.2 MI SE FROM BOISE.
 OH0061'10.2 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM THE CENTER OF BOISE,
 OH0061'ADA COUNTY, 1.6 MILES SOUTHEAST OF THE BOISE RIVER, RECLAMATION DAM,
 OH0061'AT THE NORTHEAST END OF A CUT AT THE FOOT OF A HILL, 65 FEET NORTHWEST
 OH0061'FROM THE CENTER OF THE HIGHWAY AND THE ROAD TO DISCOVERY STATE PARK. A
 OH0061'STANDARD DISK, STAMPED E 142 1935 AND SET IN THE TOP OF A CONCRETE
 OH0061'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0283 ***********************************************************************
 RZ0283  DESIGNATION -  E 143
 RZ0283  PID         -  RZ0283
 RZ0283  STATE/COUNTY-  ID/NEZ PERCE
 RZ0283  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0283
 RZ0283                         *CURRENT SURVEY CONTROL
 RZ0283  ___________________________________________________________________
 RZ0283* NAD 83(1986)-  46 03 40.     (N)    116 56 30.     (W)     SCALED    
 RZ0283* NAVD 88     -       258.170  (meters)     847.01   (feet)  ADJUSTED  
 RZ0283  ___________________________________________________________________
 RZ0283  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 RZ0283  DYNAMIC HT  -         258.125 (meters)     846.87  (feet)  COMP
 RZ0283  MODELED GRAV-     980,437.2   (mgal)                       NAVD 88
 RZ0283
 RZ0283  VERT ORDER  -  FIRST     CLASS II
 RZ0283
 RZ0283.The horizontal coordinates were scaled from a topographic map and have
 RZ0283.an estimated accuracy of +/- 6 seconds.
 RZ0283
 RZ0283.The orthometric height was determined by differential leveling
 RZ0283.and adjusted by the National Geodetic Survey in June 1991..
 RZ0283
 RZ0283.The geoid height was determined by GEOID03.
 RZ0283
 RZ0283.The dynamic height is computed by dividing the NAVD 88
 RZ0283.geopotential number by the normal gravity value computed on the
 RZ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0283.degrees latitude (g = 980.6199 gals.).
 RZ0283
 RZ0283.The modeled gravity was interpolated from observed gravity values.
 RZ0283
 RZ0283;                    North         East    Units  Estimated Accuracy
 RZ0283;SPC ID W     -   488,920.      707,800.      MT  (+/- 180 meters Scaled)
 RZ0283
 RZ0283                          SUPERSEDED SURVEY CONTROL
 RZ0283
 RZ0283  NGVD 29 (??/??/92)  257.095  (m)          843.49   (f) ADJ UNCH    1 2
 RZ0283
 RZ0283.Superseded values are not recommended for survey control.
 RZ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0283.See file dsdata.txt to determine how the superseded data were derived.
 RZ0283
 RZ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM045008(NAD 83)
 RZ0283_MARKER: DD = SURVEY DISK
 RZ0283_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0283_SP_SET: ROCK OUTCROP
 RZ0283_STAMPING: E 143 1941 843.9
 RZ0283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0283+STABILITY: POSITION/ELEVATION WELL
 RZ0283
 RZ0283  HISTORY     - Date     Condition        Report By
 RZ0283  HISTORY     - 1941     MONUMENTED       DOD
 RZ0283  HISTORY     - 1946     GOOD             NGS
 RZ0283
 RZ0283                          STATION DESCRIPTION
 RZ0283
 RZ0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0283'2.75 MI S FROM ROGERSBURG.
 RZ0283'ALONG THE EAST BANK OF THE SNAKE RIVER, 2.75 MILES SOUTH OF AND ACROSS
 RZ0283'THE RIVER FROM THE JUNCTION OF THE GRANDE RONDE AND SNAKE RIVERS AT
 RZ0283'ROGERSBURG, 0.1 MILE SOUTH OF A CREEK, ABOUT 700 FEET SOUTHEAST OF A
 RZ0283'PROMINENT RAPID, 150.0 FEET WEST OF AN OLD TWO STORY HOUSE, ABOUT 10
 RZ0283'FEET ABOVE THE WATER, A U.S. ARMY ENGINEERS BRONZE DISK SET IN A ROCK
 RZ0283'OUTCROP, LARGE B M PAINTED ON THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0665 ***********************************************************************
 OZ0665  DESIGNATION -  E 144
 OZ0665  PID         -  OZ0665
 OZ0665  STATE/COUNTY-  ID/BOISE
 OZ0665  USGS QUAD   -  DUNNIGAN CREEK (1969)
 OZ0665
 OZ0665                         *CURRENT SURVEY CONTROL
 OZ0665  ___________________________________________________________________
 OZ0665* NAD 83(1986)-  43 42 15.     (N)    115 57 23.     (W)     SCALED    
 OZ0665* NAVD 88     -      1013.810  (meters)    3326.14   (feet)  ADJUSTED  
 OZ0665  ___________________________________________________________________
 OZ0665  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 OZ0665  DYNAMIC HT  -        1013.373 (meters)    3324.71  (feet)  COMP
 OZ0665  MODELED GRAV-     980,154.1   (mgal)                       NAVD 88
 OZ0665
 OZ0665  VERT ORDER  -  SECOND    CLASS 0
 OZ0665
 OZ0665.The horizontal coordinates were scaled from a topographic map and have
 OZ0665.an estimated accuracy of +/- 6 seconds.
 OZ0665
 OZ0665.The orthometric height was determined by differential leveling
 OZ0665.and adjusted by the National Geodetic Survey in June 1991..
 OZ0665
 OZ0665.The geoid height was determined by GEOID03.
 OZ0665
 OZ0665.The dynamic height is computed by dividing the NAVD 88
 OZ0665.geopotential number by the normal gravity value computed on the
 OZ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0665.degrees latitude (g = 980.6199 gals.).
 OZ0665
 OZ0665.The modeled gravity was interpolated from observed gravity values.
 OZ0665
 OZ0665;                    North         East    Units  Estimated Accuracy
 OZ0665;SPC ID W     -   226,350.      783,370.      MT  (+/- 180 meters Scaled)
 OZ0665
 OZ0665                          SUPERSEDED SURVEY CONTROL
 OZ0665
 OZ0665  NGVD 29 (??/??/92) 1012.790  (m)         3322.80   (f) ADJ UNCH    2 0
 OZ0665
 OZ0665.Superseded values are not recommended for survey control.
 OZ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0665.See file dsdata.txt to determine how the superseded data were derived.
 OZ0665
 OZ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ840395(NAD 83)
 OZ0665_MARKER: DB = BENCH MARK DISK
 OZ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0665_STAMPING: E 144 1935
 OZ0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0665+STABILITY: SURFACE MOTION
 OZ0665
 OZ0665  HISTORY     - Date     Condition        Report By
 OZ0665  HISTORY     - 1935     MONUMENTED       CGS
 OZ0665  HISTORY     - 1969     MARK NOT FOUND   USGS
 OZ0665
 OZ0665                          STATION DESCRIPTION
 OZ0665
 OZ0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0665'13.7 MI SW FROM IDAHO CITY.
 OZ0665'13.7 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0665'AT IDAHO CITY, BOISE COUNTY 0.5 MILE EAST OF A WOODEN BRIDGE OVER
 OZ0665'MOORES CREEK, 0.3 MILE SOUTHEAST OF THE MOUTH OF A GULCH, 0.1 MILE
 OZ0665'NORTHWEST OF A SWITCH-BACK, 100 FEET NORTHWEST OF A WOODEN BRIDGE OVER
 OZ0665'THE CREEK, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 OZ0665'11.5 FEET SOUTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED E 144 1935
 OZ0665'AND SET IN THE TOP OF A CONCRETE POST.
 OZ0665
 OZ0665                          STATION RECOVERY (1969)
 OZ0665
 OZ0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OZ0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0694 ***********************************************************************
 OZ0694  DESIGNATION -  E 145
 OZ0694  PID         -  OZ0694
 OZ0694  STATE/COUNTY-  ID/BOISE
 OZ0694  USGS QUAD   -  SUNSET MTN (1972)
 OZ0694
 OZ0694                         *CURRENT SURVEY CONTROL
 OZ0694  ___________________________________________________________________
 OZ0694* NAD 83(1986)-  43 55 04.     (N)    115 41 21.     (W)     SCALED    
 OZ0694* NAVD 88     -      1651.477  (meters)    5418.22   (feet)  ADJUSTED  
 OZ0694  ___________________________________________________________________
 OZ0694  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 OZ0694  DYNAMIC HT  -        1650.568 (meters)    5415.24  (feet)  COMP
 OZ0694  MODELED GRAV-     980,010.1   (mgal)                       NAVD 88
 OZ0694
 OZ0694  VERT ORDER  -  SECOND    CLASS 0
 OZ0694
 OZ0694.The horizontal coordinates were scaled from a topographic map and have
 OZ0694.an estimated accuracy of +/- 6 seconds.
 OZ0694
 OZ0694.The orthometric height was determined by differential leveling
 OZ0694.and adjusted by the National Geodetic Survey in June 1991..
 OZ0694
 OZ0694.The geoid height was determined by GEOID03.
 OZ0694
 OZ0694.The dynamic height is computed by dividing the NAVD 88
 OZ0694.geopotential number by the normal gravity value computed on the
 OZ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0694.degrees latitude (g = 980.6199 gals.).
 OZ0694
 OZ0694.The modeled gravity was interpolated from observed gravity values.
 OZ0694
 OZ0694;                    North         East    Units  Estimated Accuracy
 OZ0694;SPC ID W     -   250,060.      804,890.      MT  (+/- 180 meters Scaled)
 OZ0694
 OZ0694                          SUPERSEDED SURVEY CONTROL
 OZ0694
 OZ0694  NGVD 29 (??/??/92) 1650.287  (m)         5414.32   (f) ADJ UNCH    2 0
 OZ0694
 OZ0694.Superseded values are not recommended for survey control.
 OZ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0694.See file dsdata.txt to determine how the superseded data were derived.
 OZ0694
 OZ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ052635(NAD 83)
 OZ0694_MARKER: DB = BENCH MARK DISK
 OZ0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0694_STAMPING: E 145 1935
 OZ0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0694+STABILITY: SURFACE MOTION
 OZ0694
 OZ0694  HISTORY     - Date     Condition        Report By
 OZ0694  HISTORY     - 1935     MONUMENTED       CGS
 OZ0694  HISTORY     - 1972     MARK NOT FOUND   USGS
 OZ0694
 OZ0694                          STATION DESCRIPTION
 OZ0694
 OZ0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0694'11.1 MI NE FROM IDAHO CITY.
 OZ0694'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0694'AT IDAHO CITY, BOISE COUNTY, 2.1 MILES NORTHEAST OF U.S. FORESTRY CAMP
 OZ0694'1, 500 FEET NORTH OF A HAIRPIN CURVE, AND 22 FEET EAST OF THE
 OZ0694'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 145 1935 AND
 OZ0694'SET IN THE TOP OF A CONCRETE POST.
 OZ0694
 OZ0694                          STATION RECOVERY (1972)
 OZ0694
 OZ0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OZ0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0137 ***********************************************************************
 QB0137  DESIGNATION -  E 146
 QB0137  PID         -  QB0137
 QB0137  STATE/COUNTY-  ID/GEM
 QB0137  USGS QUAD   -  OLA (1970)
 QB0137
 QB0137                         *CURRENT SURVEY CONTROL
 QB0137  ___________________________________________________________________
 QB0137* NAD 83(1986)-  44 12 17.     (N)    116 17 40.     (W)     SCALED    
 QB0137* NAVD 88     -       923.981  (meters)    3031.43   (feet)  ADJUSTED  
 QB0137  ___________________________________________________________________
 QB0137  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 QB0137  DYNAMIC HT  -         923.635 (meters)    3030.29  (feet)  COMP
 QB0137  MODELED GRAV-     980,213.2   (mgal)                       NAVD 88
 QB0137
 QB0137  VERT ORDER  -  SECOND    CLASS 0
 QB0137
 QB0137.The horizontal coordinates were scaled from a topographic map and have
 QB0137.an estimated accuracy of +/- 6 seconds.
 QB0137
 QB0137.The orthometric height was determined by differential leveling
 QB0137.and adjusted by the National Geodetic Survey in June 1991..
 QB0137
 QB0137.The geoid height was determined by GEOID03.
 QB0137
 QB0137.The dynamic height is computed by dividing the NAVD 88
 QB0137.geopotential number by the normal gravity value computed on the
 QB0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0137.degrees latitude (g = 980.6199 gals.).
 QB0137
 QB0137.The modeled gravity was interpolated from observed gravity values.
 QB0137
 QB0137;                    North         East    Units  Estimated Accuracy
 QB0137;SPC ID W     -   282,080.      756,490.      MT  (+/- 180 meters Scaled)
 QB0137
 QB0137                          SUPERSEDED SURVEY CONTROL
 QB0137
 QB0137  NGVD 29 (??/??/92)  922.902  (m)         3027.89   (f) ADJ UNCH    2 0
 QB0137
 QB0137.Superseded values are not recommended for survey control.
 QB0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0137.See file dsdata.txt to determine how the superseded data were derived.
 QB0137
 QB0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ563948(NAD 83)
 QB0137_MARKER: DB = BENCH MARK DISK
 QB0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0137_STAMPING: E 146 1935
 QB0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0137+STABILITY: SURFACE MOTION
 QB0137
 QB0137  HISTORY     - Date     Condition        Report By
 QB0137  HISTORY     - 1935     MONUMENTED       CGS
 QB0137
 QB0137                          STATION DESCRIPTION
 QB0137
 QB0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0137'2.2 MI N FROM OLA.
 QB0137'2.2 MILES NORTH ALONG THE CRANE CREEK ROAD FROM THE JUNCTION OF THE
 QB0137'SMITHS FERRY ROAD AT OLA, GEM COUNTY, AT THE MIDDLE OF A NORTHWEST
 QB0137'CURVE, 25.5 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 18.5 FEET
 QB0137'SOUTHEAST OF THE DON HOLFORD FARMHOUSE GATE, AND 1 FOOT SOUTH OF THE
 QB0137'PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED E 146 1935 AND SET IN
 QB0137'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0223 ***********************************************************************
 QB0223  DESIGNATION -  E 147
 QB0223  PID         -  QB0223
 QB0223  STATE/COUNTY-  ID/WASHINGTON
 QB0223  USGS QUAD   -  HOLLAND GULCH (1970)
 QB0223
 QB0223                         *CURRENT SURVEY CONTROL
 QB0223  ___________________________________________________________________
 QB0223* NAD 83(1986)-  44 14 42.     (N)    116 43 27.     (W)     SCALED    
 QB0223* NAVD 88     -       900.103  (meters)    2953.09   (feet)  ADJUSTED  
 QB0223  ___________________________________________________________________
 QB0223  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 QB0223  DYNAMIC HT  -         899.803 (meters)    2952.10  (feet)  COMP
 QB0223  MODELED GRAV-     980,254.6   (mgal)                       NAVD 88
 QB0223
 QB0223  VERT ORDER  -  SECOND    CLASS 0
 QB0223
 QB0223.The horizontal coordinates were scaled from a topographic map and have
 QB0223.an estimated accuracy of +/- 6 seconds.
 QB0223
 QB0223.The orthometric height was determined by differential leveling
 QB0223.and adjusted by the National Geodetic Survey in June 1991..
 QB0223
 QB0223.The geoid height was determined by GEOID03.
 QB0223
 QB0223.The dynamic height is computed by dividing the NAVD 88
 QB0223.geopotential number by the normal gravity value computed on the
 QB0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0223.degrees latitude (g = 980.6199 gals.).
 QB0223
 QB0223.The modeled gravity was interpolated from observed gravity values.
 QB0223
 QB0223;                    North         East    Units  Estimated Accuracy
 QB0223;SPC ID W     -   286,870.      722,190.      MT  (+/- 180 meters Scaled)
 QB0223
 QB0223                          SUPERSEDED SURVEY CONTROL
 QB0223
 QB0223  NGVD 29 (??/??/92)  899.072  (m)         2949.71   (f) ADJ UNCH    2 0
 QB0223
 QB0223.Superseded values are not recommended for survey control.
 QB0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0223.See file dsdata.txt to determine how the superseded data were derived.
 QB0223
 QB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ220991(NAD 83)
 QB0223_MARKER: DB = BENCH MARK DISK
 QB0223_SETTING: 80 = SET IN A BOULDER
 QB0223_SP_SET: BOULDER
 QB0223_STAMPING: E 147 1935
 QB0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0223+STABILITY: SURFACE MOTION
 QB0223
 QB0223  HISTORY     - Date     Condition        Report By
 QB0223  HISTORY     - 1935     MONUMENTED       CGS
 QB0223  HISTORY     - 1972     GOOD             USGS
 QB0223  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0223
 QB0223                          STATION DESCRIPTION
 QB0223
 QB0223'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 QB0223'14.5 MI E FROM WEISER.
 QB0223'ABOUT 14.2 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE WASHINGTON
 QB0223'COUNTY COURTHOUSE AT WEISER, IDAHO, THEN 0.4 MILES EAST ALONG TRACK
 QB0223'ROAD, 0.6 MILES (AIRLINE) NW OF THE IDAHO ALMADEN MERCURY MINE, 50
 QB0223'FEET SOUTH OF ROAD, 74 FEET SW OF A POWERPOLE, IN A SHELF ON THE NORTH
 QB0223'END OF A 5 FT X 7 FT X 3 FT HIGH BOULDER, A USC AND GS TABLET STAMPED
 QB0223'E 147 1935.
 QB0223
 QB0223                          STATION RECOVERY (1983)
 QB0223
 QB0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1043 ***********************************************************************
 OH1043  DESIGNATION -  E 148
 OH1043  PID         -  OH1043
 OH1043  STATE/COUNTY-  ID/PAYETTE
 OH1043  USGS QUAD   -  NYSSA (1965)
 OH1043
 OH1043                         *CURRENT SURVEY CONTROL
 OH1043  ___________________________________________________________________
 OH1043* NAD 83(1986)-  43 59 45.     (N)    116 54 15.     (W)     SCALED    
 OH1043* NAVD 88     -       681.269  (meters)    2235.13   (feet)  ADJUSTED  
 OH1043  ___________________________________________________________________
 OH1043  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 OH1043  DYNAMIC HT  -         681.061 (meters)    2234.45  (feet)  COMP
 OH1043  MODELED GRAV-     980,292.3   (mgal)                       NAVD 88
 OH1043
 OH1043  VERT ORDER  -  SECOND    CLASS 0
 OH1043
 OH1043.The horizontal coordinates were scaled from a topographic map and have
 OH1043.an estimated accuracy of +/- 6 seconds.
 OH1043
 OH1043.The orthometric height was determined by differential leveling
 OH1043.and adjusted by the National Geodetic Survey in June 1991..
 OH1043
 OH1043.The geoid height was determined by GEOID03.
 OH1043
 OH1043.The dynamic height is computed by dividing the NAVD 88
 OH1043.geopotential number by the normal gravity value computed on the
 OH1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1043.degrees latitude (g = 980.6199 gals.).
 OH1043
 OH1043.The modeled gravity was interpolated from observed gravity values.
 OH1043
 OH1043;                    North         East    Units  Estimated Accuracy
 OH1043;SPC ID W     -   259,380.      707,430.      MT  (+/- 180 meters Scaled)
 OH1043
 OH1043                          SUPERSEDED SURVEY CONTROL
 OH1043
 OH1043  NGVD 29 (??/??/92)  680.321  (m)         2232.02   (f) ADJ UNCH    2 0
 OH1043
 OH1043.Superseded values are not recommended for survey control.
 OH1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1043.See file dsdata.txt to determine how the superseded data were derived.
 OH1043
 OH1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ076714(NAD 83)
 OH1043_MARKER: DB = BENCH MARK DISK
 OH1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH1043_SP_SET: CULVERT
 OH1043_STAMPING: E 148 1935
 OH1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1043
 OH1043  HISTORY     - Date     Condition        Report By
 OH1043  HISTORY     - 1935     MONUMENTED       CGS
 OH1043  HISTORY     - 1959     GOOD             NGS
 OH1043
 OH1043                          STATION DESCRIPTION
 OH1043
 OH1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH1043'1.0 MI SE FROM FRUITLAND.
 OH1043'1.0 MILE SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH1043'STATION AT FRUITLAND, PAYETTE COUNTY, 0.1 MILE SOUTHEAST OF MILEPOST
 OH1043'6, 11 RAILS SOUTHEAST OF A GRAVEL ROAD CROSSING, AT CONCRETE PIPE
 OH1043'CULVERT 6.13, IN THE TOP OF NORTH HEADWALL, 20 FEET NORTHEAST OF THE
 OH1043'CENTERLINE OF THE TRACK, AND 1.5 FEET LOWER THAN THE TRACK.  A
 OH1043'STANDARD DISK, STAMPED E 148 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0199 ***********************************************************************
 OH0199  DESIGNATION -  E 149
 OH0199  PID         -  OH0199
 OH0199  STATE/COUNTY-  ID/BOISE
 OH0199  USGS QUAD   -  HORSESHOE BEND (1976)
 OH0199
 OH0199                         *CURRENT SURVEY CONTROL
 OH0199  ___________________________________________________________________
 OH0199* NAD 83(1986)-  43 56 29.     (N)    116 11 47.     (W)     SCALED    
 OH0199* NAVD 88     -       807.628  (meters)    2649.69   (feet)  ADJUSTED  
 OH0199  ___________________________________________________________________
 OH0199  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 OH0199  DYNAMIC HT  -         807.336 (meters)    2648.73  (feet)  COMP
 OH0199  MODELED GRAV-     980,231.6   (mgal)                       NAVD 88
 OH0199
 OH0199  VERT ORDER  -  SECOND    CLASS 0
 OH0199
 OH0199.The horizontal coordinates were scaled from a topographic map and have
 OH0199.an estimated accuracy of +/- 6 seconds.
 OH0199
 OH0199.The orthometric height was determined by differential leveling
 OH0199.and adjusted by the National Geodetic Survey in June 1991..
 OH0199
 OH0199.The geoid height was determined by GEOID03.
 OH0199
 OH0199.The dynamic height is computed by dividing the NAVD 88
 OH0199.geopotential number by the normal gravity value computed on the
 OH0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0199.degrees latitude (g = 980.6199 gals.).
 OH0199
 OH0199.The modeled gravity was interpolated from observed gravity values.
 OH0199
 OH0199;                    North         East    Units  Estimated Accuracy
 OH0199;SPC ID W     -   252,780.      764,160.      MT  (+/- 180 meters Scaled)
 OH0199
 OH0199                          SUPERSEDED SURVEY CONTROL
 OH0199
 OH0199  NGVD 29 (??/??/92)  806.634  (m)         2646.43   (f) ADJ UNCH    2 0
 OH0199
 OH0199.Superseded values are not recommended for survey control.
 OH0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0199.See file dsdata.txt to determine how the superseded data were derived.
 OH0199
 OH0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ644656(NAD 83)
 OH0199_MARKER: DB = BENCH MARK DISK
 OH0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0199_SP_SET: ABUTMENT
 OH0199_STAMPING: E 149 1935
 OH0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0199
 OH0199  HISTORY     - Date     Condition        Report By
 OH0199  HISTORY     - 1935     MONUMENTED       CGS
 OH0199
 OH0199                          STATION DESCRIPTION
 OH0199
 OH0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0199'2.3 MI N FROM HORSE SHOE BEND.
 OH0199'2.3 MILES NORTH ALONG STATE HIGHWAY 15 FROM OREGON SHORT LINE RAILROAD
 OH0199'BRIDGE 49.405 AT HORSE SHOE BEND, BOISE COUNTY, 0.1 MILE NORTH OF A U.
 OH0199'S. GEOLOGICAL SURVEY RIVER GATE, 15 FEET EAST OF THE CENTERLINE OF THE
 OH0199'HIGHWAY, IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A STEEL
 OH0199'BRIDGE OVER PAYETTE RIVER, AND 5 FEET LOWER THAN THE FLOOR OF THE
 OH0199'BRIDGE.  A STANDARD DISK, STAMPED E 149 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0055 ***********************************************************************
 OZ0055  DESIGNATION -  E 15
 OZ0055  PID         -  OZ0055
 OZ0055  STATE/COUNTY-  ID/CUSTER
 OZ0055  USGS QUAD   -  HARRY CANYON (1967)
 OZ0055
 OZ0055                         *CURRENT SURVEY CONTROL
 OZ0055  ___________________________________________________________________
 OZ0055* NAD 83(1986)-  43 58 34.     (N)    114 03 54.     (W)     SCALED    
 OZ0055* NAVD 88     -      2052.159  (meters)    6732.79   (feet)  ADJUSTED  
 OZ0055  ___________________________________________________________________
 OZ0055  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 OZ0055  DYNAMIC HT  -        2050.853 (meters)    6728.51  (feet)  COMP
 OZ0055  MODELED GRAV-     979,908.8   (mgal)                       NAVD 88
 OZ0055
 OZ0055  VERT ORDER  -  FIRST     CLASS II
 OZ0055
 OZ0055.The horizontal coordinates were scaled from a topographic map and have
 OZ0055.an estimated accuracy of +/- 6 seconds.
 OZ0055
 OZ0055.The orthometric height was determined by differential leveling
 OZ0055.and adjusted by the National Geodetic Survey in June 1991..
 OZ0055.WARNING-Repeat measurements at this control monument indicate possible
 OZ0055.vertical movement.
 OZ0055
 OZ0055.The geoid height was determined by GEOID03.
 OZ0055
 OZ0055.The dynamic height is computed by dividing the NAVD 88
 OZ0055.geopotential number by the normal gravity value computed on the
 OZ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0055.degrees latitude (g = 980.6199 gals.).
 OZ0055
 OZ0055.The modeled gravity was interpolated from observed gravity values.
 OZ0055
 OZ0055;                    North         East    Units  Estimated Accuracy
 OZ0055;SPC ID C     -   256,540.      494,790.      MT  (+/- 180 meters Scaled)
 OZ0055
 OZ0055                          SUPERSEDED SURVEY CONTROL
 OZ0055
 OZ0055  NGVD 29 (??/??/92) 2050.859  (m)         6728.53   (f) ADJ UNCH    1 2
 OZ0055
 OZ0055.Superseded values are not recommended for survey control.
 OZ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0055.See file dsdata.txt to determine how the superseded data were derived.
 OZ0055
 OZ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ354734(NAD 83)
 OZ0055_MARKER: DB = BENCH MARK DISK
 OZ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0055_STAMPING: 6728.618 E 15 1933
 OZ0055_MARK LOGO: CGS   
 OZ0055_PROJECTION: PROJECTING 12 CENTIMETERS
 OZ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0055+STABILITY: SURFACE MOTION
 OZ0055
 OZ0055  HISTORY     - Date     Condition        Report By
 OZ0055  HISTORY     - 1933     MONUMENTED       CGS
 OZ0055  HISTORY     - 1955     GOOD             NGS
 OZ0055  HISTORY     - 1983     GOOD             NGS
 OZ0055  HISTORY     - 1984     GOOD             NGS
 OZ0055  HISTORY     - 1985     GOOD             NGS
 OZ0055
 OZ0055                          STATION DESCRIPTION
 OZ0055
 OZ0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0055'11.3 MI SW FROM CHILLY.
 OZ0055'ABOUT 11.3 MILES SOUTHWEST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 OZ0055'CROSSROAD 0.6 MILE NORTH OF THE CHILLY POST OFFICE, ABOUT 300 FEET
 OZ0055'SOUTH OF THE ROAD, AT THE SOUTH END OF AN ASPEN GROVE, ABOUT 275 FEET
 OZ0055'WEST OF THE SITE OF THE RIVERSIDE BRIDGE, ONE OF THE BIG LOST RIVER
 OZ0055'CROSSINGS ALONG THE OLD ROAD, 45 FEET NORTHWEST OF THE CENTERLINE OF
 OZ0055'THE OLD ROAD.  A STANDARD DISK IN TOP OF A CONCRETE POST PROJECTING 6
 OZ0055'INCHES.
 OZ0055
 OZ0055                          STATION RECOVERY (1983)
 OZ0055
 OZ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0055'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 OZ0055'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 OZ0055'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST
 OZ0055'ALONG OLD STATE HIGHWAY 27, THENCE 15.45 KM (9.65 MI) SOUTHWEST
 OZ0055'ALONG BARTLETT POINT ROAD, THENCE 3.9 KM (2.45 MI) SOUTHWEST
 OZ0055'ALONG TRAIL CREEK ROAD (OLD STATE HIGHWAY 75), AT THE EAST END
 OZ0055'OF THE GARDEN CREEK PICNIC AREA, 93.9 METERS (308 FT) SOUTH
 OZ0055'OF THE CENTER OF THE ROAD, 42.5 METERS (139.5 FT) SOUTH OF THE
 OZ0055'CENTER OF THE PICNIC AREA ROAD AND 13.2 METERS (43.5 FT) NORTH
 OZ0055'OF THE CENTER OF AN OLD TRACK ROAD.
 OZ0055'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 OZ0055'THE MARK IS 1.5 M BELOW THE ROAD.
 OZ0055
 OZ0055                          STATION RECOVERY (1984)
 OZ0055
 OZ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OZ0055'RECOVERED IN GOOD CONDITION.
 OZ0055
 OZ0055                          STATION RECOVERY (1985)
 OZ0055
 OZ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0244 ***********************************************************************
 RA0244  DESIGNATION -  E 150
 RA0244  PID         -  RA0244
 RA0244  STATE/COUNTY-  ID/IDAHO
 RA0244  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA0244
 RA0244                         *CURRENT SURVEY CONTROL
 RA0244  ___________________________________________________________________
 RA0244* NAD 83(1986)-  45 24 03.     (N)    116 13 40.     (W)     SCALED    
 RA0244* NAVD 88     -       564.971  (meters)    1853.58   (feet)  ADJUSTED  
 RA0244  ___________________________________________________________________
 RA0244  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 RA0244  DYNAMIC HT  -         564.828 (meters)    1853.11  (feet)  COMP
 RA0244  MODELED GRAV-     980,347.8   (mgal)                       NAVD 88
 RA0244
 RA0244  VERT ORDER  -  SECOND    CLASS 0
 RA0244
 RA0244.The horizontal coordinates were scaled from a topographic map and have
 RA0244.an estimated accuracy of +/- 6 seconds.
 RA0244
 RA0244.The orthometric height was determined by differential leveling
 RA0244.and adjusted by the National Geodetic Survey in June 1991..
 RA0244
 RA0244.The geoid height was determined by GEOID03.
 RA0244
 RA0244.The dynamic height is computed by dividing the NAVD 88
 RA0244.geopotential number by the normal gravity value computed on the
 RA0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0244.degrees latitude (g = 980.6199 gals.).
 RA0244
 RA0244.The modeled gravity was interpolated from observed gravity values.
 RA0244
 RA0244;                    North         East    Units  Estimated Accuracy
 RA0244;SPC ID W     -   414,960.      762,600.      MT  (+/- 180 meters Scaled)
 RA0244
 RA0244                          SUPERSEDED SURVEY CONTROL
 RA0244
 RA0244  NGVD 29 (??/??/92)  563.897  (m)         1850.05   (f) ADJ UNCH    2 0
 RA0244
 RA0244.Superseded values are not recommended for survey control.
 RA0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0244.See file dsdata.txt to determine how the superseded data were derived.
 RA0244
 RA0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL604277(NAD 83)
 RA0244_MARKER: DD = SURVEY DISK
 RA0244_SETTING: 66 = SET IN ROCK OUTCROP
 RA0244_SP_SET: ROCK OUTCROP
 RA0244_STAMPING: E 150 1941
 RA0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0244+STABILITY: POSITION/ELEVATION WELL
 RA0244
 RA0244  HISTORY     - Date     Condition        Report By
 RA0244  HISTORY     - 1941     MONUMENTED       DOD
 RA0244  HISTORY     - 1945     GOOD             NGS
 RA0244
 RA0244                          STATION DESCRIPTION
 RA0244
 RA0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0244'5.75 MI E FROM RIGGINS.
 RA0244'ALONG SALMON RIVER ROAD, 5.75 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0244'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), AT PROMINENT NOTCH
 RA0244'IN ROCK CUT, 146.0 FEET WEST OF EAST END OF ROCK CUT, 10.0 FEET SOUTH
 RA0244'OF CENTERLINE OF ROAD, SET IN ROCK OUTCROP ABOUT 4 1/2 FEET ABOVE ROAD
 RA0244'AND 0.6 MILE WEST OF A STEEL SUSPENSION BRIDGE OVER SALMON RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0282 ***********************************************************************
 QB0282  DESIGNATION -  E 150
 QB0282  PID         -  QB0282
 QB0282  STATE/COUNTY-  ID/WASHINGTON
 QB0282  USGS QUAD   -  WEISER SOUTH (1951)
 QB0282
 QB0282                         *CURRENT SURVEY CONTROL
 QB0282  ___________________________________________________________________
 QB0282* NAD 83(1986)-  44 14 35.     (N)    116 55 23.     (W)     SCALED    
 QB0282* NAVD 88     -       647.307  (meters)    2123.71   (feet)  ADJUSTED  
 QB0282  ___________________________________________________________________
 QB0282  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 QB0282  DYNAMIC HT  -         647.134 (meters)    2123.14  (feet)  COMP
 QB0282  MODELED GRAV-     980,330.4   (mgal)                       NAVD 88
 QB0282
 QB0282  VERT ORDER  -  FIRST     CLASS II
 QB0282
 QB0282.The horizontal coordinates were scaled from a topographic map and have
 QB0282.an estimated accuracy of +/- 6 seconds.
 QB0282
 QB0282.The orthometric height was determined by differential leveling
 QB0282.and adjusted by the National Geodetic Survey in June 1991..
 QB0282
 QB0282.The geoid height was determined by GEOID03.
 QB0282
 QB0282.The dynamic height is computed by dividing the NAVD 88
 QB0282.geopotential number by the normal gravity value computed on the
 QB0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0282.degrees latitude (g = 980.6199 gals.).
 QB0282
 QB0282.The modeled gravity was interpolated from observed gravity values.
 QB0282
 QB0282;                    North         East    Units  Estimated Accuracy
 QB0282;SPC ID W     -   286,870.      706,310.      MT  (+/- 180 meters Scaled)
 QB0282
 QB0282                          SUPERSEDED SURVEY CONTROL
 QB0282
 QB0282  NGVD 29 (??/??/92)  646.336  (m)         2120.52   (f) ADJ UNCH    1 2
 QB0282
 QB0282.Superseded values are not recommended for survey control.
 QB0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0282.See file dsdata.txt to determine how the superseded data were derived.
 QB0282
 QB0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ061988(NAD 83)
 QB0282_MARKER: DB = BENCH MARK DISK
 QB0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0282_STAMPING: E 150 1935
 QB0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0282+STABILITY: SURFACE MOTION
 QB0282
 QB0282  HISTORY     - Date     Condition        Report By
 QB0282  HISTORY     - 1935     MONUMENTED       CGS
 QB0282  HISTORY     - 1941     GOOD             NGS
 QB0282  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0282
 QB0282                          STATION DESCRIPTION
 QB0282
 QB0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0282'2.0 MI E FROM WEISER.
 QB0282'2.0 MILES EAST ALONG THE PACIFIC AND IDAHO NORTHERN RAILWAY FROM THE
 QB0282'COUNTY COURTHOUSE AT WEISER, WASHINGTON COUNTY, 105 FEET NORTHWEST OF
 QB0282'TRESTLE 3 OVER AN IRRIGATION DITCH, 75 FEET WEST OF A WOODEN GATE, 3
 QB0282'FEET EAST OF POLE 44, AND 9 FEET SOUTH OF A WIRE FENCE.  A STANDARD
 QB0282'DISK, STAMPED E 150 1935 AND SET IN THE TOP OF A CONCRETE POST.
 QB0282
 QB0282                          STATION RECOVERY (1983)
 QB0282
 QB0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0051 ***********************************************************************
 RZ0051  DESIGNATION -  E 151
 RZ0051  PID         -  RZ0051
 RZ0051  STATE/COUNTY-  ID/CLEARWATER
 RZ0051  USGS QUAD   -  ELK RIVER (1994)
 RZ0051
 RZ0051                         *CURRENT SURVEY CONTROL
 RZ0051  ___________________________________________________________________
 RZ0051* NAD 83(1986)-  46 46 19.     (N)    116 11 05.     (W)     SCALED    
 RZ0051* NAVD 88     -       910.229  (meters)    2986.31   (feet)  ADJUSTED  
 RZ0051  ___________________________________________________________________
 RZ0051  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 RZ0051  DYNAMIC HT  -         910.139 (meters)    2986.01  (feet)  COMP
 RZ0051  MODELED GRAV-     980,483.7   (mgal)                       NAVD 88
 RZ0051
 RZ0051  VERT ORDER  -  SECOND    CLASS 0
 RZ0051
 RZ0051.The horizontal coordinates were scaled from a topographic map and have
 RZ0051.an estimated accuracy of +/- 6 seconds.
 RZ0051
 RZ0051.The orthometric height was determined by differential leveling
 RZ0051.and adjusted by the National Geodetic Survey in June 1991..
 RZ0051
 RZ0051.The geoid height was determined by GEOID03.
 RZ0051
 RZ0051.The dynamic height is computed by dividing the NAVD 88
 RZ0051.geopotential number by the normal gravity value computed on the
 RZ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0051.degrees latitude (g = 980.6199 gals.).
 RZ0051
 RZ0051.The modeled gravity was interpolated from observed gravity values.
 RZ0051
 RZ0051;                    North         East    Units  Estimated Accuracy
 RZ0051;SPC ID W     -   567,340.      766,800.      MT  (+/- 180 meters Scaled)
 RZ0051
 RZ0051                          SUPERSEDED SURVEY CONTROL
 RZ0051
 RZ0051  NGVD 29 (??/??/92)  909.116  (m)         2982.66   (f) ADJ UNCH    2 0
 RZ0051
 RZ0051.Superseded values are not recommended for survey control.
 RZ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0051.See file dsdata.txt to determine how the superseded data were derived.
 RZ0051
 RZ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM622801(NAD 83)
 RZ0051_MARKER: DB = BENCH MARK DISK
 RZ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0051_STAMPING: E-151 1935
 RZ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0051+STABILITY: SURFACE MOTION
 RZ0051
 RZ0051  HISTORY     - Date     Condition        Report By
 RZ0051  HISTORY     - 1935     MONUMENTED       CGS
 RZ0051  HISTORY     - 1969     MARK NOT FOUND   NGS
 RZ0051
 RZ0051                          STATION DESCRIPTION
 RZ0051
 RZ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0051'1.8 MI W FROM ELK RIVER.
 RZ0051'1.8 MILE WEST OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  0.3 MILE
 RZ0051'SOUTH OF MILEPOST 70.  SET ON WEST SIDE OF TRACK AT NORTH END OF
 RZ0051'JERSEY SPUR.  AT SOUTH END OF THRU-RAILROAD CUT.  ABOUT 200 FEET NORTH
 RZ0051'OF JERSEY SPUR MARKER.  ABOUT 120 FEET SOUTH OF NORTH SWITCH STAND.
 RZ0051'30.9 FEET WEST OF CENTERLINE OF CHICAGO, MILWAUKEE, ST.PAUL AND
 RZ0051'PACIFIC R.R.  20 FEET WEST OF CENTERLINE OF SPUR TRACK.  TABLET SET IN
 RZ0051'PRECAST CONCRETE POST.
 RZ0051
 RZ0051                          STATION RECOVERY (1969)
 RZ0051
 RZ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RZ0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0083 ***********************************************************************
 RZ0083  DESIGNATION -  E 152
 RZ0083  PID         -  RZ0083
 RZ0083  STATE/COUNTY-  ID/SHOSHONE
 RZ0083  USGS QUAD   -  BECHTEL BUTTE (1994)
 RZ0083
 RZ0083                         *CURRENT SURVEY CONTROL
 RZ0083  ___________________________________________________________________
 RZ0083* NAD 83(1986)-  46 57 21.     (N)    116 18 34.     (W)     SCALED    
 RZ0083* NAVD 88     -       903.811  (meters)    2965.25   (feet)  ADJUSTED  
 RZ0083  ___________________________________________________________________
 RZ0083  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 RZ0083  DYNAMIC HT  -         903.726 (meters)    2964.97  (feet)  COMP
 RZ0083  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 RZ0083
 RZ0083  VERT ORDER  -  SECOND    CLASS 0
 RZ0083
 RZ0083.The horizontal coordinates were scaled from a topographic map and have
 RZ0083.an estimated accuracy of +/- 6 seconds.
 RZ0083
 RZ0083.The orthometric height was determined by differential leveling
 RZ0083.and adjusted by the National Geodetic Survey in June 1991..
 RZ0083
 RZ0083.The geoid height was determined by GEOID03.
 RZ0083
 RZ0083.The dynamic height is computed by dividing the NAVD 88
 RZ0083.geopotential number by the normal gravity value computed on the
 RZ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0083.degrees latitude (g = 980.6199 gals.).
 RZ0083
 RZ0083.The modeled gravity was interpolated from observed gravity values.
 RZ0083
 RZ0083;                    North         East    Units  Estimated Accuracy
 RZ0083;SPC ID W     -   587,840.      757,420.      MT  (+/- 180 meters Scaled)
 RZ0083
 RZ0083                          SUPERSEDED SURVEY CONTROL
 RZ0083
 RZ0083  NGVD 29 (??/??/92)  902.651  (m)         2961.45   (f) ADJ UNCH    2 0
 RZ0083
 RZ0083.Superseded values are not recommended for survey control.
 RZ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0083.See file dsdata.txt to determine how the superseded data were derived.
 RZ0083
 RZ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN525004(NAD 83)
 RZ0083_MARKER: DB = BENCH MARK DISK
 RZ0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0083_SP_SET: CULVERT
 RZ0083_STAMPING: E-152 1935
 RZ0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0083
 RZ0083  HISTORY     - Date     Condition        Report By
 RZ0083  HISTORY     - 1935     MONUMENTED       CGS
 RZ0083
 RZ0083                          STATION DESCRIPTION
 RZ0083
 RZ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0083'5.7 MI S FROM CLARKIA.
 RZ0083'5.7 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  TABLET
 RZ0083'SET HORIZONTALLY IN SOUTHWEST CORNER OF EAST END OF 10 FT. BY 5 FT.
 RZ0083'CONCRETE BOX CULVERT UNDER ST.HWY. NO. 8.  ABOUT 0.2 MILE NORTHEAST OF
 RZ0083'MILEPOST NO. 42.  ABOUT 1000 FEET WEST OF RAILROAD WATER TANK. 105
 RZ0083'FEET NORTHEAST OF CENTERLINE OF ST.HWY. NO. 8 AT RAILROAD CROSSING.
 RZ0083'90.2 FEET NORTHWEST OF NORTHWEST CORNER OF RAILROAD TRESTLE NO. EE
 RZ0083'572.  73.2 FEET NORTH OF CENTERLINE OF C.M.ST.P. AND P.RY. 17 FEET
 RZ0083'EAST OF CENTERLINE OF ST.HWY. 8.  1.3 FT. EAST OF WEST EDGE OF
 RZ0083'CONCRETE CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0127 ***********************************************************************
 RZ0127  DESIGNATION -  E 153
 RZ0127  PID         -  RZ0127
 RZ0127  STATE/COUNTY-  ID/LATAH
 RZ0127  USGS QUAD   -  BOVILL (1994)
 RZ0127
 RZ0127                         *CURRENT SURVEY CONTROL
 RZ0127  ___________________________________________________________________
 RZ0127* NAD 83(1986)-  46 48 27.     (N)    116 28 14.     (W)     SCALED    
 RZ0127* NAVD 88     -       871.904  (meters)    2860.57   (feet)  ADJUSTED  
 RZ0127  ___________________________________________________________________
 RZ0127  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 RZ0127  DYNAMIC HT  -         871.828 (meters)    2860.32  (feet)  COMP
 RZ0127  MODELED GRAV-     980,497.6   (mgal)                       NAVD 88
 RZ0127
 RZ0127  VERT ORDER  -  SECOND    CLASS 0
 RZ0127
 RZ0127.The horizontal coordinates were scaled from a topographic map and have
 RZ0127.an estimated accuracy of +/- 6 seconds.
 RZ0127
 RZ0127.The orthometric height was determined by differential leveling
 RZ0127.and adjusted by the National Geodetic Survey in June 1991..
 RZ0127
 RZ0127.The geoid height was determined by GEOID03.
 RZ0127
 RZ0127.The dynamic height is computed by dividing the NAVD 88
 RZ0127.geopotential number by the normal gravity value computed on the
 RZ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0127.degrees latitude (g = 980.6199 gals.).
 RZ0127
 RZ0127.The modeled gravity was interpolated from observed gravity values.
 RZ0127
 RZ0127;                    North         East    Units  Estimated Accuracy
 RZ0127;SPC ID W     -   571,450.      745,010.      MT  (+/- 180 meters Scaled)
 RZ0127
 RZ0127                          SUPERSEDED SURVEY CONTROL
 RZ0127
 RZ0127  NGVD 29 (??/??/92)  870.783  (m)         2856.89   (f) ADJ UNCH    2 0
 RZ0127
 RZ0127.Superseded values are not recommended for survey control.
 RZ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0127.See file dsdata.txt to determine how the superseded data were derived.
 RZ0127
 RZ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM403839(NAD 83)
 RZ0127_MARKER: DB = BENCH MARK DISK
 RZ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0127_STAMPING: E 153 1935
 RZ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0127+STABILITY: SURFACE MOTION
 RZ0127
 RZ0127  HISTORY     - Date     Condition        Report By
 RZ0127  HISTORY     - 1935     MONUMENTED       CGS
 RZ0127
 RZ0127                          STATION DESCRIPTION
 RZ0127
 RZ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0127'5.2 MI E FROM DEARY.
 RZ0127'5.2 MILES EAST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM
 RZ0127'THE STATION AT DEARY, 0.8 MILE WEST OF THE CROSSING OF STATE HIGHWAY
 RZ0127'8, 0.5 MILE NORTH OF HELMER, 100 YARDS NORTHWEST OF THE OLD STATION,
 RZ0127'AT A COUNTY-ROAD CROSSING, 98 FEET NORTH OF THE CENTERLINE OF THE
 RZ0127'TRACK, 44 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, 33 FEET EAST
 RZ0127'OF A LARGE GATEPOST, AND 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. SET
 RZ0127'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0221 ***********************************************************************
 SV0221  DESIGNATION -  E 154
 SV0221  PID         -  SV0221
 SV0221  STATE/COUNTY-  ID/SHOSHONE
 SV0221  USGS QUAD   -  CALDER (1995)
 SV0221
 SV0221                         *CURRENT SURVEY CONTROL
 SV0221  ___________________________________________________________________
 SV0221* NAD 83(1986)-  47 16 05.     (N)    116 07 46.     (W)     SCALED    
 SV0221* NAVD 88     -       675.615  (meters)    2216.58   (feet)  ADJUSTED  
 SV0221  ___________________________________________________________________
 SV0221  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 SV0221  DYNAMIC HT  -         675.586 (meters)    2216.49  (feet)  COMP
 SV0221  MODELED GRAV-     980,549.4   (mgal)                       NAVD 88
 SV0221
 SV0221  VERT ORDER  -  SECOND    CLASS 0
 SV0221
 SV0221.The horizontal coordinates were scaled from a topographic map and have
 SV0221.an estimated accuracy of +/- 6 seconds.
 SV0221
 SV0221.The orthometric height was determined by differential leveling
 SV0221.and adjusted by the National Geodetic Survey in June 1991..
 SV0221
 SV0221.The geoid height was determined by GEOID03.
 SV0221
 SV0221.The dynamic height is computed by dividing the NAVD 88
 SV0221.geopotential number by the normal gravity value computed on the
 SV0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0221.degrees latitude (g = 980.6199 gals.).
 SV0221
 SV0221.The modeled gravity was interpolated from observed gravity values.
 SV0221
 SV0221;                    North         East    Units  Estimated Accuracy
 SV0221;SPC ID W     -   622,460.      771,290.      MT  (+/- 180 meters Scaled)
 SV0221
 SV0221                          SUPERSEDED SURVEY CONTROL
 SV0221
 SV0221  NGVD 29 (??/??/92)  674.488  (m)         2212.88   (f) ADJ UNCH    2 0
 SV0221
 SV0221.Superseded values are not recommended for survey control.
 SV0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0221.See file dsdata.txt to determine how the superseded data were derived.
 SV0221
 SV0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN658353(NAD 83)
 SV0221_MARKER: DB = BENCH MARK DISK
 SV0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0221_STAMPING: E 154 1935
 SV0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0221+STABILITY: SURFACE MOTION
 SV0221
 SV0221  HISTORY     - Date     Condition        Report By
 SV0221  HISTORY     - 1935     MONUMENTED       CGS
 SV0221  HISTORY     - 1963     GOOD             NGS
 SV0221  HISTORY     - 1976     GOOD             LOCENG
 SV0221
 SV0221                          STATION DESCRIPTION
 SV0221
 SV0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0221'3.0 MI E FROM CALDER.
 SV0221'3.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0221'RAILROAD FROM THE STATION AT CALDER, 0.2 MILE WEST OF MILE POST NO.
 SV0221'1792, 200 FEET EAST OF THE JOHN FRANCIS FARMHOUSE, 71 FEET NORTHEAST
 SV0221'OF THE NORTHEAST CORNER OF THE BARN, 65 FEET SOUTH OF THE CENTER OF
 SV0221'THE RAILROAD AT A ROAD CROSSING, 54 FEET SOUTHWEST OF TELEPHONE POLE
 SV0221'NO. 97, 42 FEET EAST OF THE EAST END OF A GATE, 5 FEET SOUTHWEST OF A
 SV0221'POWER POLE WITH A TRANSFORMER AND 0.5 FOOT SOUTH OF A METAL WITNESS
 SV0221'POST SET IN THE FENCE LINE.  THE MONUMENT PROJECTS 3 INCHES.
 SV0221
 SV0221                          STATION RECOVERY (1976)
 SV0221
 SV0221'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 SV0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0237 ***********************************************************************
 SV0237  DESIGNATION -  E 155
 SV0237  PID         -  SV0237
 SV0237  STATE/COUNTY-  ID/SHOSHONE
 SV0237  USGS QUAD   -  CLARKIA (1995)
 SV0237
 SV0237                         *CURRENT SURVEY CONTROL
 SV0237  ___________________________________________________________________
 SV0237* NAD 83(1986)-  47 03 13.     (N)    116 17 25.     (W)     SCALED    
 SV0237* NAVD 88     -       842.625  (meters)    2764.51   (feet)  ADJUSTED  
 SV0237  ___________________________________________________________________
 SV0237  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 SV0237  DYNAMIC HT  -         842.566 (meters)    2764.32  (feet)  COMP
 SV0237  MODELED GRAV-     980,514.9   (mgal)                       NAVD 88
 SV0237
 SV0237  VERT ORDER  -  SECOND    CLASS 0
 SV0237
 SV0237.The horizontal coordinates were scaled from a topographic map and have
 SV0237.an estimated accuracy of +/- 6 seconds.
 SV0237
 SV0237.The orthometric height was determined by differential leveling
 SV0237.and adjusted by the National Geodetic Survey in June 1991..
 SV0237
 SV0237.The geoid height was determined by GEOID03.
 SV0237
 SV0237.The dynamic height is computed by dividing the NAVD 88
 SV0237.geopotential number by the normal gravity value computed on the
 SV0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0237.degrees latitude (g = 980.6199 gals.).
 SV0237
 SV0237.The modeled gravity was interpolated from observed gravity values.
 SV0237
 SV0237;                    North         East    Units  Estimated Accuracy
 SV0237;SPC ID W     -   598,700.      758,950.      MT  (+/- 180 meters Scaled)
 SV0237
 SV0237                          SUPERSEDED SURVEY CONTROL
 SV0237
 SV0237  NGVD 29 (??/??/92)  841.479  (m)         2760.75   (f) ADJ UNCH    2 0
 SV0237
 SV0237.Superseded values are not recommended for survey control.
 SV0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0237.See file dsdata.txt to determine how the superseded data were derived.
 SV0237
 SV0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN539113(NAD 83)
 SV0237_MARKER: DB = BENCH MARK DISK
 SV0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0237_STAMPING: E-155 1935
 SV0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0237+STABILITY: SURFACE MOTION
 SV0237
 SV0237  HISTORY     - Date     Condition        Report By
 SV0237  HISTORY     - 1935     MONUMENTED       CGS
 SV0237
 SV0237                          STATION DESCRIPTION
 SV0237
 SV0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0237'3.5 MI N FROM CLARKIA.
 SV0237'3.5 MILES NORTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION 0.2 MILE
 SV0237'NORTHWEST OF MILEPOST 33.  ABOUT .15 MILE WEST OF CROSSING OF RAILROAD
 SV0237'AND ST. HWY. NO. 8, AND HIGHWAY BRIDGE OVER ST. MARIES RIVER. ABOUT
 SV0237'135 FEET SOUTHWEST OF WEST END OF RAILROAD BRIDGE NO. EE 548. ABOUT
 SV0237'135 FEET SOUTH OF CENTERLINE OF ST. HWY. NO.8.  71.6 FEET SOUTHWEST OF
 SV0237'CENTERLINE OF RAILROAD CROSSING.  48.2 FEET SOUTH OF CENTERLINE OF
 SV0237'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC R.R..  43.3 FEET WEST OF WEST
 SV0237'END OF GATE.  1.9 FT. NORTH OF RAILROAD R/W FENCE. TABLET SET IN
 SV0237'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0544 ***********************************************************************
 SU0544  DESIGNATION -  E 157
 SU0544  PID         -  SU0544
 SU0544  STATE/COUNTY-  ID/SHOSHONE
 SU0544  USGS QUAD   -  MONUMENTAL BUTTES (1995)
 SU0544
 SU0544                         *CURRENT SURVEY CONTROL
 SU0544  ___________________________________________________________________
 SU0544* NAD 83(1986)-  47 03 02.     (N)    115 51 26.     (W)     SCALED    
 SU0544* NAVD 88     -      1629.827  (meters)    5347.19   (feet)  ADJUSTED  
 SU0544  ___________________________________________________________________
 SU0544  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 SU0544  DYNAMIC HT  -        1629.545 (meters)    5346.27  (feet)  COMP
 SU0544  MODELED GRAV-     980,381.0   (mgal)                       NAVD 88
 SU0544
 SU0544  VERT ORDER  -  SECOND    CLASS 0
 SU0544
 SU0544.The horizontal coordinates were scaled from a topographic map and have
 SU0544.an estimated accuracy of +/- 6 seconds.
 SU0544
 SU0544.The orthometric height was determined by differential leveling
 SU0544.and adjusted by the National Geodetic Survey in June 1991..
 SU0544
 SU0544.The geoid height was determined by GEOID03.
 SU0544
 SU0544.The dynamic height is computed by dividing the NAVD 88
 SU0544.geopotential number by the normal gravity value computed on the
 SU0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0544.degrees latitude (g = 980.6199 gals.).
 SU0544
 SU0544.The modeled gravity was interpolated from observed gravity values.
 SU0544
 SU0544;                    North         East    Units  Estimated Accuracy
 SU0544;SPC ID W     -   598,220.      791,850.      MT  (+/- 180 meters Scaled)
 SU0544
 SU0544                          SUPERSEDED SURVEY CONTROL
 SU0544
 SU0544  NGVD 29 (??/??/92) 1628.657  (m)         5343.35   (f) ADJ UNCH    2 0
 SU0544
 SU0544.Superseded values are not recommended for survey control.
 SU0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0544.See file dsdata.txt to determine how the superseded data were derived.
 SU0544
 SU0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN867114(NAD 83)
 SU0544_MARKER: DB = BENCH MARK DISK
 SU0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0544_STAMPING: E-157 1935
 SU0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0544+STABILITY: SURFACE MOTION
 SU0544
 SU0544  HISTORY     - Date     Condition        Report By
 SU0544  HISTORY     - 1935     MONUMENTED       CGS
 SU0544  HISTORY     - 1969     MARK NOT FOUND   USGS
 SU0544
 SU0544                          STATION DESCRIPTION
 SU0544
 SU0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0544'21.6 MI S FROM AVERY.
 SU0544'21.6 MILES SOUTH OF, ALONG ROAD TO JUG CAMP, FROM C.M. ST. P. AND P.
 SU0544'RY. STATION MARK SET NEAR TOP OF HILL OF CURVE OF ROAD, NEAR A GROVE
 SU0544'OF LARGE SPRUCE TREES.  3.4 MILES SOUTH OF BRIDGE OVER LITTLE NORTH
 SU0544'FORK OF CLEARWATER RIVER.  35.5 FEET WEST OF TRIANGULAR BLAZED 48 IN.
 SU0544'SPRUCE TREE.  17.1 FEET WEST OF CENTERLINE OF ROAD.  TABLET SET IN
 SU0544'PRECAST CONCRETE POST.  NOTE-- THE BLAZED TREE WAS FOUND.
 SU0544
 SU0544                          STATION RECOVERY (1969)
 SU0544
 SU0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SU0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0291 ***********************************************************************
 RA0291  DESIGNATION -  E 159
 RA0291  PID         -  RA0291
 RA0291  STATE/COUNTY-  ID/ADAMS
 RA0291  USGS QUAD   -  HOMESTEAD (1990)
 RA0291
 RA0291                         *CURRENT SURVEY CONTROL
 RA0291  ___________________________________________________________________
 RA0291* NAD 83(1986)-  45 03 52.     (N)    116 47 34.     (W)     SCALED    
 RA0291* NAVD 88     -       502.744  (meters)    1649.42   (feet)  ADJUSTED  
 RA0291  ___________________________________________________________________
 RA0291  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 RA0291  DYNAMIC HT  -         502.606 (meters)    1648.97  (feet)  COMP
 RA0291  MODELED GRAV-     980,329.6   (mgal)                       NAVD 88
 RA0291
 RA0291  VERT ORDER  -  SECOND    CLASS 0
 RA0291
 RA0291.The horizontal coordinates were scaled from a topographic map and have
 RA0291.an estimated accuracy of +/- 6 seconds.
 RA0291
 RA0291.The orthometric height was determined by differential leveling
 RA0291.and adjusted by the National Geodetic Survey in June 1991..
 RA0291
 RA0291.The geoid height was determined by GEOID03.
 RA0291
 RA0291.The dynamic height is computed by dividing the NAVD 88
 RA0291.geopotential number by the normal gravity value computed on the
 RA0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0291.degrees latitude (g = 980.6199 gals.).
 RA0291
 RA0291.The modeled gravity was interpolated from observed gravity values.
 RA0291
 RA0291;                    North         East    Units  Estimated Accuracy
 RA0291;SPC ID W     -   378,000.      717,880.      MT  (+/- 180 meters Scaled)
 RA0291
 RA0291                          SUPERSEDED SURVEY CONTROL
 RA0291
 RA0291  NGVD 29 (??/??/92)  501.70   (m)         1646.0    (f) COMPUTED    2 0
 RA0291
 RA0291.Superseded values are not recommended for survey control.
 RA0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0291.See file dsdata.txt to determine how the superseded data were derived.
 RA0291
 RA0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK163901(NAD 83)
 RA0291_MARKER: DD = SURVEY DISK
 RA0291_SETTING: 66 = SET IN ROCK OUTCROP
 RA0291_SP_SET: ROCK OUTCROP
 RA0291_STAMPING: E 159 1941
 RA0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0291+STABILITY: POSITION/ELEVATION WELL
 RA0291
 RA0291  HISTORY     - Date     Condition        Report By
 RA0291  HISTORY     - 1941     MONUMENTED       DOD
 RA0291  HISTORY     - 1946     GOOD             NGS
 RA0291
 RA0291                          STATION DESCRIPTION
 RA0291
 RA0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0291'3.7 MI NE FROM HOMESTEAD, OR.
 RA0291'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0291'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0291'LEDGE MINE ROAD, THENCE 1.5 MILE NORTHEAST ALONG THE RED LEDGE MINE
 RA0291'ROAD, BENCH MARK IS 0.1 MILE NORTH OF AN 8-FOOT WOODEN BRIDGE OVER A
 RA0291'SMALL STREAM, 0.25 MILE SOUTH OF ENTRANCE TO A RANCH HOUSE, 22.0 FEET
 RA0291'EAST OF CENTER OF THE ROAD, U.S. ARMY ENGINEERS BRONZE DISK SET IN TOP
 RA0291'OF AND 2.8 FEET NORTH OF THE SOUTH END AND 1.0 FOOT EAST OF THE WEST
 RA0291'EDGE OF A LARGE FLAT TOPPED ROCK OUTCROP, ABOUT 4 FEET ABOVE THE ROAD
 RA0291'AND 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0139 ***********************************************************************
 OH0139  DESIGNATION -  E 159
 OH0139  PID         -  OH0139
 OH0139  STATE/COUNTY-  ID/BOISE
 OH0139  USGS QUAD   -  CARTWRIGHT CANYON (1976)
 OH0139
 OH0139                         *CURRENT SURVEY CONTROL
 OH0139  ___________________________________________________________________
 OH0139* NAD 83(1986)-  43 52 12.     (N)    116 13 37.     (W)     SCALED    
 OH0139* NAVD 88     -      1031.959  (meters)    3385.69   (feet)  ADJUSTED  
 OH0139  ___________________________________________________________________
 OH0139  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 OH0139  DYNAMIC HT  -        1031.551 (meters)    3384.35  (feet)  COMP
 OH0139  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 OH0139
 OH0139  VERT ORDER  -  SECOND    CLASS 0
 OH0139
 OH0139.The horizontal coordinates were scaled from a topographic map and have
 OH0139.an estimated accuracy of +/- 6 seconds.
 OH0139
 OH0139.The orthometric height was determined by differential leveling
 OH0139.and adjusted by the National Geodetic Survey in June 1991..
 OH0139
 OH0139.The geoid height was determined by GEOID03.
 OH0139
 OH0139.The dynamic height is computed by dividing the NAVD 88
 OH0139.geopotential number by the normal gravity value computed on the
 OH0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0139.degrees latitude (g = 980.6199 gals.).
 OH0139
 OH0139.The modeled gravity was interpolated from observed gravity values.
 OH0139
 OH0139;                    North         East    Units  Estimated Accuracy
 OH0139;SPC ID W     -   244,860.      761,670.      MT  (+/- 180 meters Scaled)
 OH0139
 OH0139                          SUPERSEDED SURVEY CONTROL
 OH0139
 OH0139  NGVD 29 (??/??/92) 1030.954  (m)         3382.39   (f) ADJ UNCH    2 0
 OH0139
 OH0139.Superseded values are not recommended for survey control.
 OH0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0139.See file dsdata.txt to determine how the superseded data were derived.
 OH0139
 OH0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ621577(NAD 83)
 OH0139_MARKER: DB = BENCH MARK DISK
 OH0139_SETTING: 80 = SET IN A BOULDER
 OH0139_SP_SET: BOULDER
 OH0139_STAMPING: E 159 1935
 OH0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0139+STABILITY: SURFACE MOTION
 OH0139
 OH0139  HISTORY     - Date     Condition        Report By
 OH0139  HISTORY     - 1935     MONUMENTED       CGS
 OH0139  HISTORY     - 1962     GOOD             NGS
 OH0139  HISTORY     - 1979     GOOD             NGS
 OH0139
 OH0139                          STATION DESCRIPTION
 OH0139
 OH0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0139'4.2 MI S FROM HORSE SHOE BEND.
 OH0139'REACHED FROM THE POST OFFICE AT HORSE SHOE BEND GO SOUTH ON STATE
 OH0139'HIGHWAY 15 FOR 4.0 MILES TO WHERE THE OLD HIGHWAY CROSSES THE NEW
 OH0139'HIGHWAY, TURN SHARP LEFT ON THE OLD HIGHWAY, GO 0.2 MILE, 37 FEET
 OH0139'NORTH OF THE CENTER LINE OF THE OLD HIGHWAY AND ABOUT 3 FEET LOWER, 80
 OH0139'FEET EAST OF THE NORTH END OF A 24-INCH METAL TUBE UNDER THE OLD
 OH0139'HIGHWAY (THIS IS THE SECOND ONE FROM THE NEW HIGHWAY), 22 FEET WEST OF
 OH0139'A STATE OF IDAHO DEPARTMENT OF PUBLIC WORKS RIGHT OF WAY POST, AND 7.5
 OH0139'FEET NORTHWEST OF A METAL WITNESS POST.
 OH0139
 OH0139                          STATION RECOVERY (1979)
 OH0139
 OH0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0139'3.9 MILES SOUTH ALONG STATE HIGHWAY 55 FROM RAILROAD CROSSING IN
 OH0139'HORSE SHOE BEND ABOUT 150 YARDS NORTHEAST OF HIGHWAY ABOUT 100 YARDS
 OH0139'NORTHEAST FENCE LINE A STANDARD DISK STAMPED E 159 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0051 ***********************************************************************
 QA0051  DESIGNATION -  E 16
 QA0051  PID         -  QA0051
 QA0051  STATE/COUNTY-  ID/CUSTER
 QA0051  USGS QUAD   -  BRADBURY FLAT (1963)
 QA0051
 QA0051                         *CURRENT SURVEY CONTROL
 QA0051  ___________________________________________________________________
 QA0051* NAD 83(1986)-  44 27 50.     (N)    114 10 19.     (W)     SCALED    
 QA0051* NAVD 88     -      1556.561  (meters)    5106.82   (feet)  ADJUSTED  
 QA0051  ___________________________________________________________________
 QA0051  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 QA0051  DYNAMIC HT  -        1555.755 (meters)    5104.17  (feet)  COMP
 QA0051  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 QA0051
 QA0051  VERT ORDER  -  FIRST     CLASS II
 QA0051
 QA0051.The horizontal coordinates were scaled from a topographic map and have
 QA0051.an estimated accuracy of +/- 6 seconds.
 QA0051
 QA0051.The orthometric height was determined by differential leveling
 QA0051.and adjusted by the National Geodetic Survey in June 1991..
 QA0051
 QA0051.The geoid height was determined by GEOID03.
 QA0051
 QA0051.The dynamic height is computed by dividing the NAVD 88
 QA0051.geopotential number by the normal gravity value computed on the
 QA0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0051.degrees latitude (g = 980.6199 gals.).
 QA0051
 QA0051.The modeled gravity was interpolated from observed gravity values.
 QA0051
 QA0051;                    North         East    Units  Estimated Accuracy
 QA0051;SPC ID C     -   310,750.      486,320.      MT  (+/- 180 meters Scaled)
 QA0051
 QA0051                          SUPERSEDED SURVEY CONTROL
 QA0051
 QA0051  NGVD 29 (??/??/92) 1555.344  (m)         5102.82   (f) ADJ UNCH    1 2
 QA0051
 QA0051.Superseded values are not recommended for survey control.
 QA0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0051.See file dsdata.txt to determine how the superseded data were derived.
 QA0051
 QA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK249272(NAD 83)
 QA0051_MARKER: DB = BENCH MARK DISK
 QA0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0051_STAMPING: 5102.897 E 16 1933
 QA0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0051+STABILITY: SURFACE MOTION
 QA0051
 QA0051  HISTORY     - Date     Condition        Report By
 QA0051  HISTORY     - 1933     MONUMENTED       CGS
 QA0051  HISTORY     - 1961     GOOD             NGS
 QA0051
 QA0051                          STATION DESCRIPTION
 QA0051
 QA0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 QA0051'5.1 MI SE FROM CHALLIS.
 QA0051'CUSTER COUNTY COURT HOUSE IN CHALLIS, 4.9 MILES SOUTHEAST OF ALONG U.
 QA0051'S. HIGHWAY 93 ALT., 400 FEET NORTH OF THE HIGHWAY, 55 FEET NORTH OF AN
 QA0051'OLD ROAD, A STANDARD TABLET STAMPED 5102.897 E 16 1933 AND SET IN THE
 QA0051'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0190 ***********************************************************************
 QA0190  DESIGNATION -  E 160 RESET
 QA0190  PID         -  QA0190
 QA0190  STATE/COUNTY-  ID/CUSTER
 QA0190  USGS QUAD   -  STANLEY (1963)
 QA0190
 QA0190                         *CURRENT SURVEY CONTROL
 QA0190  ___________________________________________________________________
 QA0190* NAD 83(1986)-  44 13 02.     (N)    114 56 18.     (W)     SCALED    
 QA0190* NAVD 88     -      1908.01   (meters)    6259.9    (feet)  RESET     
 QA0190  ___________________________________________________________________
 QA0190  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 QA0190
 QA0190  VERT ORDER  -  THIRD
 QA0190
 QA0190.The horizontal coordinates were scaled from a topographic map and have
 QA0190.an estimated accuracy of +/- 6 seconds.
 QA0190
 QA0190.The orthometric height was computed from unverified reset data.
 QA0190
 QA0190.The geoid height was determined by GEOID03.
 QA0190
 QA0190;                    North         East    Units  Estimated Accuracy
 QA0190;SPC ID C     -   283,760.      425,020.      MT  (+/- 180 meters Scaled)
 QA0190
 QA0190                          SUPERSEDED SURVEY CONTROL
 QA0190
 QA0190.No superseded survey control is available for this station.
 QA0190
 QA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ646980(NAD 83)
 QA0190_MARKER: DB = BENCH MARK DISK
 QA0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0190_STAMPING: E 160 RESET 1970
 QA0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0190+STABILITY: SURFACE MOTION
 QA0190
 QA0190  HISTORY     - Date     Condition        Report By
 QA0190  HISTORY     - 1970     MONUMENTED       NGS
 QA0190  HISTORY     - 1977     GOOD             NGS
 QA0190
 QA0190                          STATION DESCRIPTION
 QA0190
 QA0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QA0190'IN STANLEY.
 QA0190'A STANDARD DISK CEMENTED IN THE NEW CURB IN THE SOUTHEAST ANGLE FORMED
 QA0190'BY THE INTERSECTION OF STATE HIGHWAY 21, AND THIRD STREET, 0.1 MILE
 QA0190'NORTHWEST OF THE POST OFFICE, 42 FEET EAST OF THE CENTER OF THIRD
 QA0190'STREET, 33.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 21, 32 FEET
 QA0190'NORTH-NORTHEAST OF A STREET LIGHT, AND 10.5 FEET NORTH OF A POST
 QA0190'MARKING AN UNDERGROUND TELEPHONE CABLE.  THE LETTERS B M WERE PAINTED
 QA0190'ON THE CURB WITH RED PAINT.
 QA0190
 QA0190                          STATION RECOVERY (1977)
 QA0190
 QA0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QA0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0732 ***********************************************************************
 OZ0732  DESIGNATION -  E 161
 OZ0732  PID         -  OZ0732
 OZ0732  STATE/COUNTY-  ID/BOISE
 OZ0732  USGS QUAD   -  ARROWROCK RESERVOIR (1969)
 OZ0732
 OZ0732                         *CURRENT SURVEY CONTROL
 OZ0732  ___________________________________________________________________
 OZ0732* NAD 83(1986)-  43 41 35.     (N)    115 50 40.     (W)     SCALED    
 OZ0732* NAVD 88     -      1331.187  (meters)    4367.40   (feet)  ADJUSTED  
 OZ0732  ___________________________________________________________________
 OZ0732  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 OZ0732  DYNAMIC HT  -        1330.508 (meters)    4365.18  (feet)  COMP
 OZ0732  MODELED GRAV-     980,062.9   (mgal)                       NAVD 88
 OZ0732
 OZ0732  VERT ORDER  -  SECOND    CLASS 0
 OZ0732
 OZ0732.The horizontal coordinates were scaled from a topographic map and have
 OZ0732.an estimated accuracy of +/- 6 seconds.
 OZ0732
 OZ0732.The orthometric height was determined by differential leveling
 OZ0732.and adjusted by the National Geodetic Survey in June 1991..
 OZ0732
 OZ0732.The geoid height was determined by GEOID03.
 OZ0732
 OZ0732.The dynamic height is computed by dividing the NAVD 88
 OZ0732.geopotential number by the normal gravity value computed on the
 OZ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0732.degrees latitude (g = 980.6199 gals.).
 OZ0732
 OZ0732.The modeled gravity was interpolated from observed gravity values.
 OZ0732
 OZ0732;                    North         East    Units  Estimated Accuracy
 OZ0732;SPC ID W     -   225,090.      792,390.      MT  (+/- 180 meters Scaled)
 OZ0732
 OZ0732                          SUPERSEDED SURVEY CONTROL
 OZ0732
 OZ0732  NGVD 29 (??/??/92) 1330.088  (m)         4363.80   (f) ADJ UNCH    2 0
 OZ0732
 OZ0732.Superseded values are not recommended for survey control.
 OZ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0732.See file dsdata.txt to determine how the superseded data were derived.
 OZ0732
 OZ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ931384(NAD 83)
 OZ0732_MARKER: DB = BENCH MARK DISK
 OZ0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0732_STAMPING: E 161 1935
 OZ0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0732+STABILITY: SURFACE MOTION
 OZ0732
 OZ0732  HISTORY     - Date     Condition        Report By
 OZ0732  HISTORY     - 1935     MONUMENTED       CGS
 OZ0732
 OZ0732                          STATION DESCRIPTION
 OZ0732
 OZ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0732'3.9 MI NW FROM COTTONWOOD RANGER STATION.
 OZ0732'ABOUT 3.9 MILES NORTHWEST ALONG THE THORNE CREEK ROAD FROM COTTONWOOD
 OZ0732'RANGER STATION, BOISE COUNTY, ABOUT 1.1 MILES SOUTHEAST OF THE TOP OF
 OZ0732'THE DIVIDE BETWEEN COTTONWOOD AND THORNE CREEKS, ABOUT 75 FEET
 OZ0732'SOUTHEAST OF THE CENTER OF THE MOUTH OF A SMALL GULCH ON THE SOUTHWEST
 OZ0732'SLOPE OF A HILL, 6.5 FEET SOUTHWEST OF AN 18-INCH THREE-TRUNKED PINE
 OZ0732'TREE, AND 35 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD. A STANDARD
 OZ0732'DISK, STAMPED E 161 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0472 ***********************************************************************
 OZ0472  DESIGNATION -  E 162
 OZ0472  PID         -  OZ0472
 OZ0472  STATE/COUNTY-  ID/ELMORE
 OZ0472  USGS QUAD   -  PINE (1973)
 OZ0472
 OZ0472                         *CURRENT SURVEY CONTROL
 OZ0472  ___________________________________________________________________
 OZ0472* NAD 83(1986)-  43 26 37.     (N)    115 21 12.     (W)     SCALED    
 OZ0472* NAVD 88     -      1470.889  (meters)    4825.74   (feet)  ADJUSTED  
 OZ0472  ___________________________________________________________________
 OZ0472  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 OZ0472  DYNAMIC HT  -        1470.080 (meters)    4823.09  (feet)  COMP
 OZ0472  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 OZ0472
 OZ0472  VERT ORDER  -  SECOND    CLASS 0
 OZ0472
 OZ0472.The horizontal coordinates were scaled from a topographic map and have
 OZ0472.an estimated accuracy of +/- 6 seconds.
 OZ0472
 OZ0472.The orthometric height was determined by differential leveling
 OZ0472.and adjusted by the National Geodetic Survey in June 1991..
 OZ0472
 OZ0472.The geoid height was determined by GEOID03.
 OZ0472
 OZ0472.The dynamic height is computed by dividing the NAVD 88
 OZ0472.geopotential number by the normal gravity value computed on the
 OZ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0472.degrees latitude (g = 980.6199 gals.).
 OZ0472
 OZ0472.The modeled gravity was interpolated from observed gravity values.
 OZ0472
 OZ0472;                    North         East    Units  Estimated Accuracy
 OZ0472;SPC ID W     -   197,450.      832,110.      MT  (+/- 180 meters Scaled)
 OZ0472
 OZ0472                          SUPERSEDED SURVEY CONTROL
 OZ0472
 OZ0472  NGVD 29 (??/??/92) 1469.804  (m)         4822.18   (f) ADJ UNCH    2 0
 OZ0472
 OZ0472.Superseded values are not recommended for survey control.
 OZ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0472.See file dsdata.txt to determine how the superseded data were derived.
 OZ0472
 OZ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ332113(NAD 83)
 OZ0472_MARKER: DB = BENCH MARK DISK
 OZ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0472_STAMPING: E 162 1935
 OZ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0472+STABILITY: SURFACE MOTION
 OZ0472
 OZ0472  HISTORY     - Date     Condition        Report By
 OZ0472  HISTORY     - 1935     MONUMENTED       CGS
 OZ0472  HISTORY     - 1973     MARK NOT FOUND   USGS
 OZ0472
 OZ0472                          STATION DESCRIPTION
 OZ0472
 OZ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0472'IN LESTER CREEK RANGER STATION.
 OZ0472'AT LESTER CREEK RANGER STATION, ELMORE COUNTY, 92 FEET NORTH OF THE
 OZ0472'FRONT ENTRANCE TO THE STATION, 18 FEET NORTH OF THE CENTER LINE OF THE
 OZ0472'ROAD, AND 2 FEET SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED E
 OZ0472'162 1935 AND SET IN THE TOP OF A CONCRETE POST.
 OZ0472
 OZ0472                          STATION RECOVERY (1973)
 OZ0472
 OZ0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0480 ***********************************************************************
 OZ0480  DESIGNATION -  E 163
 OZ0480  PID         -  OZ0480
 OZ0480  STATE/COUNTY-  ID/ELMORE
 OZ0480  USGS QUAD   -  HOUSE MOUNTAIN (1973)
 OZ0480
 OZ0480                         *CURRENT SURVEY CONTROL
 OZ0480  ___________________________________________________________________
 OZ0480* NAD 83(1986)-  43 29 15.     (N)    115 26 27.     (W)     SCALED    
 OZ0480* NAVD 88     -      1617.746  (meters)    5307.56   (feet)  ADJUSTED  
 OZ0480  ___________________________________________________________________
 OZ0480  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 OZ0480  DYNAMIC HT  -        1616.819 (meters)    5304.51  (feet)  COMP
 OZ0480  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 OZ0480
 OZ0480  VERT ORDER  -  SECOND    CLASS 0
 OZ0480
 OZ0480.The horizontal coordinates were scaled from a topographic map and have
 OZ0480.an estimated accuracy of +/- 6 seconds.
 OZ0480
 OZ0480.The orthometric height was determined by differential leveling
 OZ0480.and adjusted by the National Geodetic Survey in June 1991..
 OZ0480
 OZ0480.The geoid height was determined by GEOID03.
 OZ0480
 OZ0480.The dynamic height is computed by dividing the NAVD 88
 OZ0480.geopotential number by the normal gravity value computed on the
 OZ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0480.degrees latitude (g = 980.6199 gals.).
 OZ0480
 OZ0480.The modeled gravity was interpolated from observed gravity values.
 OZ0480
 OZ0480;                    North         East    Units  Estimated Accuracy
 OZ0480;SPC ID W     -   202,300.      825,010.      MT  (+/- 180 meters Scaled)
 OZ0480
 OZ0480                          SUPERSEDED SURVEY CONTROL
 OZ0480
 OZ0480  NGVD 29 (??/??/92) 1616.616  (m)         5303.85   (f) ADJ UNCH    2 0
 OZ0480
 OZ0480.Superseded values are not recommended for survey control.
 OZ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0480.See file dsdata.txt to determine how the superseded data were derived.
 OZ0480
 OZ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ260161(NAD 83)
 OZ0480_MARKER: DB = BENCH MARK DISK
 OZ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0480_STAMPING: E 163 1935
 OZ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0480+STABILITY: SURFACE MOTION
 OZ0480
 OZ0480  HISTORY     - Date     Condition        Report By
 OZ0480  HISTORY     - 1935     MONUMENTED       CGS
 OZ0480  HISTORY     - 1973     GOOD             USGS
 OZ0480
 OZ0480                          STATION DESCRIPTION
 OZ0480
 OZ0480'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0480'8.3 MI NW FROM LESTER CREEK GUARD STATION.
 OZ0480'ABOUT 8.3 MILES NORTHWEST ALONG THE PRAIRIE ROAD FROM LESTER CREEK
 OZ0480'GUARD STATION, ABOUT 1.6 MILES WEST OF A BRIDGE OVER FALL CREEK, ABOUT
 OZ0480'94 FEET SOUTHEAST OF A SMALL DRY GULCH, 325 FEET NORTH NORTHWEST OF
 OZ0480'THE SE CORNER OF SECTION 24, T 2 N, R 8 E.  30 FEET SOUTH OF THE
 OZ0480'CENTERLINE OF THE ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 OZ0480'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0065 ***********************************************************************
 NU0065  DESIGNATION -  E 164
 NU0065  PID         -  NU0065
 NU0065  STATE/COUNTY-  ID/BANNOCK
 NU0065  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0065
 NU0065                         *CURRENT SURVEY CONTROL
 NU0065  ___________________________________________________________________
 NU0065* NAD 83(1986)-  42 57 41.     (N)    112 27 31.     (W)     SCALED    
 NU0065* NAVD 88     -      1361.277  (meters)    4466.12   (feet)  ADJUSTED  
 NU0065  ___________________________________________________________________
 NU0065  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 NU0065  DYNAMIC HT  -        1360.515 (meters)    4463.62  (feet)  COMP
 NU0065  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 NU0065
 NU0065  VERT ORDER  -  FIRST     CLASS I
 NU0065
 NU0065.The horizontal coordinates were scaled from a topographic map and have
 NU0065.an estimated accuracy of +/- 6 seconds.
 NU0065
 NU0065.The orthometric height was determined by differential leveling
 NU0065.and adjusted by the National Geodetic Survey in June 1991..
 NU0065.WARNING-Repeat measurements at this control monument indicate possible
 NU0065.vertical movement.
 NU0065
 NU0065.The geoid height was determined by GEOID03.
 NU0065
 NU0065.The dynamic height is computed by dividing the NAVD 88
 NU0065.geopotential number by the normal gravity value computed on the
 NU0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0065.degrees latitude (g = 980.6199 gals.).
 NU0065
 NU0065.The modeled gravity was interpolated from observed gravity values.
 NU0065
 NU0065;                    North         East    Units  Estimated Accuracy
 NU0065;SPC ID E     -   143,850.      176,180.      MT  (+/- 180 meters Scaled)
 NU0065
 NU0065                          SUPERSEDED SURVEY CONTROL
 NU0065
 NU0065  NGVD 29 (08/20/92) 1360.233  (m)         4462.70   (f) ADJUSTED    1 1
 NU0065
 NU0065.Superseded values are not recommended for survey control.
 NU0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0065.See file dsdata.txt to determine how the superseded data were derived.
 NU0065
 NU0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN810575(NAD 83)
 NU0065_MARKER: DB = BENCH MARK DISK
 NU0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0065_SP_SET: CULVERT
 NU0065_STAMPING: E 164 1941
 NU0065_MARK LOGO: CGS   
 NU0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0065
 NU0065  HISTORY     - Date     Condition        Report By
 NU0065  HISTORY     - 1941     MONUMENTED       CGS
 NU0065  HISTORY     - 1960     GOOD             NGS
 NU0065  HISTORY     - 1967     GOOD             NGS
 NU0065  HISTORY     - 1983     GOOD             NGS
 NU0065
 NU0065                          STATION DESCRIPTION
 NU0065
 NU0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0065'4.9 MI S FROM FORT HALL.
 NU0065'4.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0065'FORT HALL, 3 1/2 POLES SOUTH OF MILEPOLE 141, AT THE CROSSING OF AN
 NU0065'IRRIGATION DITCH UNDER THE TRACK, IN TOP OF THE CENTER OF THE WEST
 NU0065'CONCRETE HEAD WALL OF IRRIGATION CULVERT 140.90, 27.7 FEET WEST OF THE
 NU0065'WEST RAIL OF THE MAIN TRACK, 2.1 FEET SOUTH OF THE NORTH END OF THE
 NU0065'HEAD WALL, AND ABOUT 2 1/2 FEET HIGHER THAN THE MAIN TRACK.
 NU0065
 NU0065                          STATION RECOVERY (1967)
 NU0065
 NU0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0065'RECOVERED IN GOOD CONDITION.
 NU0065
 NU0065                          STATION RECOVERY (1983)
 NU0065
 NU0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0799 ***********************************************************************
 NU0799  DESIGNATION -  E 165
 NU0799  PID         -  NU0799
 NU0799  STATE/COUNTY-  ID/BLAINE
 NU0799  USGS QUAD   -  LAKE WALCOTT EAST (1984)
 NU0799
 NU0799                         *CURRENT SURVEY CONTROL
 NU0799  ___________________________________________________________________
 NU0799* NAD 83(1986)-  42 43 11.     (N)    113 19 54.     (W)     SCALED    
 NU0799* NAVD 88     -      1296.989  (meters)    4255.20   (feet)  ADJUSTED  
 NU0799  ___________________________________________________________________
 NU0799  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 NU0799  DYNAMIC HT  -        1296.260 (meters)    4252.81  (feet)  COMP
 NU0799  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 NU0799
 NU0799  VERT ORDER  -  FIRST     CLASS II
 NU0799
 NU0799.The horizontal coordinates were scaled from a topographic map and have
 NU0799.an estimated accuracy of +/- 6 seconds.
 NU0799
 NU0799.The orthometric height was determined by differential leveling
 NU0799.and adjusted by the National Geodetic Survey in June 1991..
 NU0799
 NU0799.The geoid height was determined by GEOID03.
 NU0799
 NU0799.The dynamic height is computed by dividing the NAVD 88
 NU0799.geopotential number by the normal gravity value computed on the
 NU0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0799.degrees latitude (g = 980.6199 gals.).
 NU0799
 NU0799.The modeled gravity was interpolated from observed gravity values.
 NU0799
 NU0799;                    North         East    Units  Estimated Accuracy
 NU0799;SPC ID C     -   117,180.      554,740.      MT  (+/- 180 meters Scaled)
 NU0799
 NU0799                          SUPERSEDED SURVEY CONTROL
 NU0799
 NU0799  NGVD 29 (??/??/92) 1296.008  (m)         4251.99   (f) ADJ UNCH    1 2
 NU0799
 NU0799.Superseded values are not recommended for survey control.
 NU0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0799.See file dsdata.txt to determine how the superseded data were derived.
 NU0799
 NU0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN090323(NAD 83)
 NU0799_MARKER: DB = BENCH MARK DISK
 NU0799_SETTING: 66 = SET IN ROCK OUTCROP
 NU0799_SP_SET: LAVA OUTCROP
 NU0799_STAMPING: E 165 1941
 NU0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0799+STABILITY: POSITION/ELEVATION WELL
 NU0799
 NU0799  HISTORY     - Date     Condition        Report By
 NU0799  HISTORY     - 1941     MONUMENTED       CGS
 NU0799  HISTORY     - 1957     GOOD             USGS
 NU0799
 NU0799                          STATION DESCRIPTION
 NU0799
 NU0799'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0799'8.3 MI E FROM MINIDOKA.
 NU0799'IN BLAINE COUNTY, 8.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 NU0799'THE STATION AT MINIDOKA, MINIDOKA COUNTY, AT CHYBO, 5 POLES WEST OF
 NU0799'MILEPOST 264, 90 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 33
 NU0799'FEET SOUTH OF A ROW OF POLES, AND IN THE TOP OF A LAVA OUTCROP.  A
 NU0799'STANDARD DISK, STAMPED E 165 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0457 ***********************************************************************
 SU0457  DESIGNATION -  E 166
 SU0457  PID         -  SU0457
 SU0457  STATE/COUNTY-  ID/SHOSHONE
 SU0457  USGS QUAD   -  SHEFOOT MOUNTAIN (1995)
 SU0457
 SU0457                         *CURRENT SURVEY CONTROL
 SU0457  ___________________________________________________________________
 SU0457* NAD 83(1986)-  47 20 28.     (N)    115 44 44.     (W)     SCALED    
 SU0457* NAVD 88     -       943.002  (meters)    3093.83   (feet)  ADJUSTED  
 SU0457  ___________________________________________________________________
 SU0457  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 SU0457  DYNAMIC HT  -         942.928 (meters)    3093.59  (feet)  COMP
 SU0457  MODELED GRAV-     980,502.1   (mgal)                       NAVD 88
 SU0457
 SU0457  VERT ORDER  -  SECOND    CLASS 0
 SU0457
 SU0457.The horizontal coordinates were scaled from a topographic map and have
 SU0457.an estimated accuracy of +/- 6 seconds.
 SU0457
 SU0457.The orthometric height was determined by differential leveling
 SU0457.and adjusted by the National Geodetic Survey in June 1991..
 SU0457
 SU0457.The geoid height was determined by GEOID03.
 SU0457
 SU0457.The dynamic height is computed by dividing the NAVD 88
 SU0457.geopotential number by the normal gravity value computed on the
 SU0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0457.degrees latitude (g = 980.6199 gals.).
 SU0457
 SU0457.The modeled gravity was interpolated from observed gravity values.
 SU0457
 SU0457;                    North         East    Units  Estimated Accuracy
 SU0457;SPC ID W     -   630,510.      800,340.      MT  (+/- 180 meters Scaled)
 SU0457
 SU0457                          SUPERSEDED SURVEY CONTROL
 SU0457
 SU0457  NGVD 29 (??/??/92)  941.814  (m)         3089.93   (f) ADJ UNCH    2 0
 SU0457
 SU0457.Superseded values are not recommended for survey control.
 SU0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0457.See file dsdata.txt to determine how the superseded data were derived.
 SU0457
 SU0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN947438(NAD 83)
 SU0457_MARKER: DB = BENCH MARK DISK
 SU0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0457_SP_SET: RETAINING WALL
 SU0457_STAMPING: E 166 1935
 SU0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0457
 SU0457  HISTORY     - Date     Condition        Report By
 SU0457  HISTORY     - 1935     MONUMENTED       CGS
 SU0457  HISTORY     - 1982     GOOD             USGS
 SU0457
 SU0457                          STATION DESCRIPTION
 SU0457
 SU0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0457'8.6 MI N FROM AVERY.
 SU0457'8.6 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SU0457'RAILROAD FROM THE STATION AT AVERY, SHOSHONE COUNTY, 1.0 MILE SOUTH OF
 SU0457'THE STATION AT PEARSON, 0.6 MILE NORTH OF MILEPOST 1765, 350 FEET
 SU0457'NORTHEAST OF THE EAST PORTAL OF TUNNEL 32, 250 FEET NORTHEAST OF
 SU0457'TELEPHONE POLE 771, 8.8 FEET NORTHWEST OF THE CENTER LINE OF THE
 SU0457'TRACK, AND IN THE TOP OF THE CONCRETE RETAINING WALL.  A STANDARD
 SU0457'DISK, STAMPED E 166 1935.
 SU0457
 SU0457                          STATION RECOVERY (1982)
 SU0457
 SU0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0457'AVERY, 8.6 MILES NORTH ALONG THE OLD CHICAGO, MILWAUKEE, ST. PAUL,
 SU0457'AND PACIFIC RAILROAD FROM THE STATION AT AVERY, SHOSHONE COUNTY, 0.6
 SU0457'MILE NORTH OF MILEPOST 1765, 473 FT. NORTHEAST OF THE EAST PORTAL OF
 SU0457'TUNNEL 32, 8.8 FT. NORTHEAST OF THE CENTERLINE OF THE OLD RAILROAD.
 SU0457'AND 7.6 FT. NORTHEAST OF USGS B.M. 10, 1911. SET IN THE CENTER OF THE
 SU0457'TOP OF CONCRETE RETAINING WALL. A STANDARD DISK STAMPED 'E 166 1935'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0194 ***********************************************************************
 SV0194  DESIGNATION -  E 167
 SV0194  PID         -  SV0194
 SV0194  STATE/COUNTY-  ID/SHOSHONE
 SV0194  USGS QUAD   -  KELLOGG EAST (1996)
 SV0194
 SV0194                         *CURRENT SURVEY CONTROL
 SV0194  ___________________________________________________________________
 SV0194* NAD 83(1986)-  47 30 18.     (N)    116 00 04.     (W)     SCALED    
 SV0194* NAVD 88     -       772.130  (meters)    2533.23   (feet)  ADJUSTED  
 SV0194  ___________________________________________________________________
 SV0194  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 SV0194  DYNAMIC HT  -         772.112 (meters)    2533.17  (feet)  COMP
 SV0194  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 SV0194
 SV0194  VERT ORDER  -  SECOND    CLASS 0
 SV0194
 SV0194.The horizontal coordinates were scaled from a topographic map and have
 SV0194.an estimated accuracy of +/- 6 seconds.
 SV0194
 SV0194.The orthometric height was determined by differential leveling
 SV0194.and adjusted by the National Geodetic Survey in June 1991..
 SV0194
 SV0194.The geoid height was determined by GEOID03.
 SV0194
 SV0194.The dynamic height is computed by dividing the NAVD 88
 SV0194.geopotential number by the normal gravity value computed on the
 SV0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0194.degrees latitude (g = 980.6199 gals.).
 SV0194
 SV0194.The modeled gravity was interpolated from observed gravity values.
 SV0194
 SV0194;                    North         East    Units  Estimated Accuracy
 SV0194;SPC ID W     -   648,770.      781,080.      MT  (+/- 180 meters Scaled)
 SV0194
 SV0194                          SUPERSEDED SURVEY CONTROL
 SV0194
 SV0194  NGVD 29 (??/??/92)  771.004  (m)         2529.54   (f) ADJ UNCH    2 0
 SV0194
 SV0194.Superseded values are not recommended for survey control.
 SV0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0194.See file dsdata.txt to determine how the superseded data were derived.
 SV0194
 SV0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN752617(NAD 83)
 SV0194_MARKER: DB = BENCH MARK DISK
 SV0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0194_STAMPING: E 167 1935
 SV0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0194+STABILITY: SURFACE MOTION
 SV0194
 SV0194  HISTORY     - Date     Condition        Report By
 SV0194  HISTORY     - 1935     MONUMENTED       CGS
 SV0194  HISTORY     - 1959     GOOD             NGS
 SV0194  HISTORY     - 1980     GOOD             USGS
 SV0194
 SV0194                          STATION DESCRIPTION
 SV0194
 SV0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SV0194'IN OSBURN.
 SV0194'AT OSBURN, ALONG THE OREGON WASHINGTON RAILROAD, 77.4 FEET
 SV0194'NORTH-NORTHEAST OF THE STATION, 100.7 FEET NORTH OF THE NORTH RAIL OF
 SV0194'THE MAIN TRACK, 42 FEET WEST OF THE CENTER LINE OF AN ASPHALT STREET,
 SV0194'17.9 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A LAUNDRY BUILDING, 13
 SV0194'1/2 FEET WEST OF A POWER POLE SUPPORTING A TRANSFORMER, 1.2 FEET NORTH
 SV0194'OF A WHITE WOODEN FENCE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 SV0194'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 SV0194
 SV0194                          STATION RECOVERY (1980)
 SV0194
 SV0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0194'AT OSBURN, AT THE INTERSECTION OF SIXTH STREET AND THE UNION PACIFIC
 SV0194'RAILROAD NEAR THE CENTER OF THE S 1/2 OF SEC. 18, T 48 N R 4 E 106
 SV0194'FT. NE OF THE C OF THE R.R., 42 FT. NW OF THE C OF SIXTH STREET, 13
 SV0194'FT. W. OF A POWER POLE SUPPORTING A TRANSFORMER, SET IN THE TOP OF A
 SV0194'CONCRETE POST PROJECTING ABOUT 0.8 FT., A STANDARD TABLET STAMPED "E
 SV0194'167 1935".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0609 ***********************************************************************
 SU0609  DESIGNATION -  E 168
 SU0609  PID         -  SU0609
 SU0609  STATE/COUNTY-  ID/SHOSHONE
 SU0609  USGS QUAD   -  BURKE (1996)
 SU0609
 SU0609                         *CURRENT SURVEY CONTROL
 SU0609  ___________________________________________________________________
 SU0609* NAD 83(1986)-  47 31 07.     (N)    115 49 42.     (W)     SCALED    
 SU0609* NAVD 88     -      1113.127  (meters)    3651.98   (feet)  ADJUSTED  
 SU0609  ___________________________________________________________________
 SU0609  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 SU0609  DYNAMIC HT  -        1113.032 (meters)    3651.67  (feet)  COMP
 SU0609  MODELED GRAV-     980,488.5   (mgal)                       NAVD 88
 SU0609
 SU0609  VERT ORDER  -  SECOND    CLASS 0
 SU0609
 SU0609.The horizontal coordinates were scaled from a topographic map and have
 SU0609.an estimated accuracy of +/- 6 seconds.
 SU0609
 SU0609.The orthometric height was determined by differential leveling
 SU0609.and adjusted by the National Geodetic Survey in June 1991..
 SU0609
 SU0609.The geoid height was determined by GEOID03.
 SU0609
 SU0609.The dynamic height is computed by dividing the NAVD 88
 SU0609.geopotential number by the normal gravity value computed on the
 SU0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0609.degrees latitude (g = 980.6199 gals.).
 SU0609
 SU0609.The modeled gravity was interpolated from observed gravity values.
 SU0609
 SU0609;                    North         East    Units  Estimated Accuracy
 SU0609;SPC ID W     -   650,250.      794,100.      MT  (+/- 180 meters Scaled)
 SU0609
 SU0609                          SUPERSEDED SURVEY CONTROL
 SU0609
 SU0609  NGVD 29 (??/??/92) 1111.934  (m)         3648.07   (f) ADJ UNCH    2 0
 SU0609
 SU0609.Superseded values are not recommended for survey control.
 SU0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0609.See file dsdata.txt to determine how the superseded data were derived.
 SU0609
 SU0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN882634(NAD 83)
 SU0609_MARKER: DB = BENCH MARK DISK
 SU0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0609_SP_SET: CONCRETE BASE
 SU0609_STAMPING: E 168 1935
 SU0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0609
 SU0609  HISTORY     - Date     Condition        Report By
 SU0609  HISTORY     - 1935     MONUMENTED       CGS
 SU0609  HISTORY     - 1952     MARK NOT FOUND   NGS
 SU0609
 SU0609                          STATION DESCRIPTION
 SU0609
 SU0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SU0609'0.6 MI W FROM BURKE.
 SU0609'ABOUT 0.6 MILE WEST ALONG ST HWY 4 FROM THE UNION PACIFIC RAILROAD
 SU0609'STATION AT BURKE, SHOSHONE COUNTY, ABOUT 120 FEET EAST OF THE NE
 SU0609'CORNER OF THE PUBLIC SCHOOL AT MACE, AT THE NE CORNER OF THE SCHOOL
 SU0609'PLAYGROUND, IN THE TOP OF THE CONCRETE BASE OF THE STEEL FLAGPOLE, AND
 SU0609'22.8 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  NOTE-- THE PUBLIC
 SU0609'SCHOOL AT MACE HAS BEEN CONDEMNED AND IS BEING DESTROYED.  THE
 SU0609'CONCRETE BASE OF THE FLAG POLE WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0488 ***********************************************************************
 OZ0488  DESIGNATION -  E 169
 OZ0488  PID         -  OZ0488
 OZ0488  STATE/COUNTY-  ID/ELMORE
 OZ0488  USGS QUAD   -  ANDERSON RANCH DAM (1973)
 OZ0488
 OZ0488                         *CURRENT SURVEY CONTROL
 OZ0488  ___________________________________________________________________
 OZ0488* NAD 83(1986)-  43 19 02.     (N)    115 26 49.     (W)     SCALED    
 OZ0488* NAVD 88     -      1448.795  (meters)    4753.25   (feet)  ADJUSTED  
 OZ0488  ___________________________________________________________________
 OZ0488  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 OZ0488  DYNAMIC HT  -        1448.028 (meters)    4750.74  (feet)  COMP
 OZ0488  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 OZ0488
 OZ0488  VERT ORDER  -  SECOND    CLASS 0
 OZ0488
 OZ0488.The horizontal coordinates were scaled from a topographic map and have
 OZ0488.an estimated accuracy of +/- 6 seconds.
 OZ0488
 OZ0488.The orthometric height was determined by differential leveling
 OZ0488.and adjusted by the National Geodetic Survey in June 1991..
 OZ0488
 OZ0488.The geoid height was determined by GEOID03.
 OZ0488
 OZ0488.The dynamic height is computed by dividing the NAVD 88
 OZ0488.geopotential number by the normal gravity value computed on the
 OZ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0488.degrees latitude (g = 980.6199 gals.).
 OZ0488
 OZ0488.The modeled gravity was interpolated from observed gravity values.
 OZ0488
 OZ0488;                    North         East    Units  Estimated Accuracy
 OZ0488;SPC ID W     -   183,380.      824,580.      MT  (+/- 180 meters Scaled)
 OZ0488
 OZ0488                          SUPERSEDED SURVEY CONTROL
 OZ0488
 OZ0488  NGVD 29 (??/??/92) 1447.780  (m)         4749.92   (f) ADJ UNCH    2 0
 OZ0488
 OZ0488.Superseded values are not recommended for survey control.
 OZ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0488.See file dsdata.txt to determine how the superseded data were derived.
 OZ0488
 OZ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH259972(NAD 83)
 OZ0488_MARKER: DB = BENCH MARK DISK
 OZ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0488_STAMPING: E 169 1935
 OZ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0488+STABILITY: SURFACE MOTION
 OZ0488
 OZ0488  HISTORY     - Date     Condition        Report By
 OZ0488  HISTORY     - 1935     MONUMENTED       CGS
 OZ0488  HISTORY     - 1973     GOOD             USGS
 OZ0488
 OZ0488                          STATION DESCRIPTION
 OZ0488
 OZ0488'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0488'IN BENNETT.
 OZ0488'24.1 MILES NORTHEAST ALONG IDAHO HIGHWAY 68 FROM THE POST OFFICE AT
 OZ0488'MOUNTAIN HOME, THENCE 0.8 MILES NORTHWEST ALONG THE ANDERSON RANCH DAM
 OZ0488'ROAD TO THE SITE OF THE OLD DIXIE STORE, 52 FEET SOUTH OF A CROSS ROAD
 OZ0488'AND 35 FEET EAST OF THE ROAD LEADING TO THE OLD STORE.  A STANDARD
 OZ0488'DISK STAMPED E 169 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0524 ***********************************************************************
 PZ0524  DESIGNATION -  E 17
 PZ0524  PID         -  PZ0524
 PZ0524  STATE/COUNTY-  ID/LEMHI
 PZ0524  USGS QUAD   -  GOLDBUG RIDGE (1962)
 PZ0524
 PZ0524                         *CURRENT SURVEY CONTROL
 PZ0524  ___________________________________________________________________
 PZ0524* NAD 83(1986)-  44 56 14.     (N)    113 57 46.     (W)     SCALED    
 PZ0524* NAVD 88     -      1313.242  (meters)    4308.53   (feet)  ADJUSTED  
 PZ0524  ___________________________________________________________________
 PZ0524  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 PZ0524  DYNAMIC HT  -        1312.656 (meters)    4306.61  (feet)  COMP
 PZ0524  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 PZ0524
 PZ0524  VERT ORDER  -  FIRST     CLASS II
 PZ0524
 PZ0524.The horizontal coordinates were scaled from a topographic map and have
 PZ0524.an estimated accuracy of +/- 6 seconds.
 PZ0524
 PZ0524.The orthometric height was determined by differential leveling
 PZ0524.and adjusted by the National Geodetic Survey in June 1991..
 PZ0524
 PZ0524.The geoid height was determined by GEOID03.
 PZ0524
 PZ0524.The dynamic height is computed by dividing the NAVD 88
 PZ0524.geopotential number by the normal gravity value computed on the
 PZ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0524.degrees latitude (g = 980.6199 gals.).
 PZ0524
 PZ0524.The modeled gravity was interpolated from observed gravity values.
 PZ0524
 PZ0524;                    North         East    Units  Estimated Accuracy
 PZ0524;SPC ID C     -   363,340.      502,940.      MT  (+/- 180 meters Scaled)
 PZ0524
 PZ0524                          SUPERSEDED SURVEY CONTROL
 PZ0524
 PZ0524  NGVD 29 (??/??/92) 1312.040  (m)         4304.58   (f) ADJ UNCH    1 2
 PZ0524
 PZ0524.Superseded values are not recommended for survey control.
 PZ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0524.See file dsdata.txt to determine how the superseded data were derived.
 PZ0524
 PZ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ662802(NAD 83)
 PZ0524_MARKER: DB = BENCH MARK DISK
 PZ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0524_STAMPING: 4304.637 E 17 1933
 PZ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0524+STABILITY: SURFACE MOTION
 PZ0524
 PZ0524  HISTORY     - Date     Condition        Report By
 PZ0524  HISTORY     - 1933     MONUMENTED       CGS
 PZ0524  HISTORY     - 1961     MARK NOT FOUND   USGS
 PZ0524
 PZ0524                          STATION DESCRIPTION
 PZ0524
 PZ0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PZ0524'18.8 MI S FROM SALMON.
 PZ0524'18.8 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 PZ0524'HIGHWAY 28 AT SALMON, LEMHI COUNTY, 2.3 MILES NORTH OF THE BENJAMIN
 PZ0524'RANCH, ON AN OPEN FLAT, 180 FEET NORTH OF A WAGON BRIDGE OVER SALMON
 PZ0524'RIVER, 80 FEET EAST OF THE RIVER EDGE, AND 42 FEET WEST OF THE CENTER
 PZ0524'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 4304.637 E 17 1933 AND
 PZ0524'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PZ0524'NOTE-- CONSTRUCTION WORK IN AREA.
 PZ0524
 PZ0524                          STATION RECOVERY (1961)
 PZ0524
 PZ0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 PZ0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0694 ***********************************************************************
 NV0694  DESIGNATION -  E 170
 NV0694  PID         -  NV0694
 NV0694  STATE/COUNTY-  ID/OWYHEE
 NV0694  USGS QUAD   -  POT HOLE BUTTE (1981)
 NV0694
 NV0694                         *CURRENT SURVEY CONTROL
 NV0694  ___________________________________________________________________
 NV0694* NAD 83(1986)-  42 41 37.     (N)    115 31 17.     (W)     SCALED    
 NV0694* NAVD 88     -      1143.897  (meters)    3752.94   (feet)  ADJUSTED  
 NV0694  ___________________________________________________________________
 NV0694  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 NV0694  DYNAMIC HT  -        1143.297 (meters)    3750.97  (feet)  COMP
 NV0694  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 NV0694
 NV0694  VERT ORDER  -  SECOND    CLASS 0
 NV0694
 NV0694.The horizontal coordinates were scaled from a topographic map and have
 NV0694.an estimated accuracy of +/- 6 seconds.
 NV0694
 NV0694.The orthometric height was determined by differential leveling
 NV0694.and adjusted by the National Geodetic Survey in June 1991..
 NV0694
 NV0694.The geoid height was determined by GEOID03.
 NV0694
 NV0694.The dynamic height is computed by dividing the NAVD 88
 NV0694.geopotential number by the normal gravity value computed on the
 NV0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0694.degrees latitude (g = 980.6199 gals.).
 NV0694
 NV0694.The modeled gravity was interpolated from observed gravity values.
 NV0694
 NV0694;                    North         East    Units  Estimated Accuracy
 NV0694;SPC ID W     -   114,090.      818,730.      MT  (+/- 180 meters Scaled)
 NV0694
 NV0694                          SUPERSEDED SURVEY CONTROL
 NV0694
 NV0694  NGVD 29 (??/??/92) 1142.965  (m)         3749.88   (f) ADJ UNCH    2 0
 NV0694
 NV0694.Superseded values are not recommended for survey control.
 NV0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0694.See file dsdata.txt to determine how the superseded data were derived.
 NV0694
 NV0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH211278(NAD 83)
 NV0694_MARKER: DB = BENCH MARK DISK
 NV0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0694_STAMPING: E 170 1935
 NV0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0694+STABILITY: SURFACE MOTION
 NV0694
 NV0694  HISTORY     - Date     Condition        Report By
 NV0694  HISTORY     - 1935     MONUMENTED       CGS
 NV0694  HISTORY     - 1975     GOOD             NGS
 NV0694
 NV0694                          STATION DESCRIPTION
 NV0694
 NV0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0694'14.1 MI SE FROM HOT SPRING.
 NV0694'14.1 MILES SE ALONG THE CASTLEFORD ROAD FROM HOT SPRING BRIDGE AT HOT
 NV0694'SPRING, 6.5 MILES SW OF SAILOR CAP BUTTE, 4.4 MILES E OF A ROAD
 NV0694'LEADING TO INDIAN COVE, 1.1 MILES W OF A ROAD LEADING TO WINTER CAMPS,
 NV0694'0.6 MILE E OF THE CROSSING OVER A ROCKY GULCH STREWN WITH LAVA
 NV0694'BOULDERS, 39 FEET S OF THE CENTER LINE OF THE ROAD, S. 32 DEG 50 MIN
 NV0694'W. FROM THE HIGHEST POINT OF PENCE BUTTE, AND N. 89 DEG 56 MIN W. FROM
 NV0694'THE HIGHESST (APPARENT) POINT OF POT HOLE BUTTE.  SET IN THE TOP OF A
 NV0694'CONCRETE POST.
 NV0694
 NV0694                          STATION RECOVERY (1975)
 NV0694
 NV0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NV0694'1.6 MI W. ON STATE HWY. 78 FROM INDIAN COVE BRIDGE OVER THE SNAKE
 NV0694'RIVER, THEN LEFT (S) ON GRADED RD. FOR 1.9 MI TO A Y-RD., THEN RIGHT
 NV0694'(S) FOR 0.9 MI TO Y-RD., THEN LEFT FOR 12.85 MI TO SIDE ROAD ON
 NV0694'RIGHT, THEN STRAIGHT AHEAD (SE) FOR 0.75 MI TO Y-RD., THEN RIGHT (SE)
 NV0694'ON BLADED RD. FOR 2.4 MI TO REVERSE Y ON LEFT, THEN STRAIGHT AHEAD
 NV0694'(SW) FOR 1.75 MI TO A T-RD., THEN RIGHT, (NW) ON BLADED ROAD FOR 1.1
 NV0694'MI AND BENCH MARK ON LEFT. LOCATED ABOUT 900 FT NW. OF A LARGE DRAIN,
 NV0694'ABOUT 100 FT SE. OF A SMALLER DRAIN, ABOUT 0.15 MI SE. OF THE N. 1/2
 NV0694'CORNER OF SEC. 33, T. 8 S., 8 E., 88 FT SW. OF CENTERLINE RD., IN TOP
 NV0694'OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0546 ***********************************************************************
 NV0546  DESIGNATION -  E 171
 NV0546  PID         -  NV0546
 NV0546  STATE/COUNTY-  ID/OWYHEE
 NV0546  USGS QUAD   -  NOTCH BUTTE (1980)
 NV0546
 NV0546                         *CURRENT SURVEY CONTROL
 NV0546  ___________________________________________________________________
 NV0546* NAD 83(1986)-  42 39 01.     (N)    115 09 04.     (W)     SCALED    
 NV0546* NAVD 88     -      1072.682  (meters)    3519.29   (feet)  ADJUSTED  
 NV0546  ___________________________________________________________________
 NV0546  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 NV0546  DYNAMIC HT  -        1072.120 (meters)    3517.45  (feet)  COMP
 NV0546  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 NV0546
 NV0546  VERT ORDER  -  SECOND    CLASS 0
 NV0546
 NV0546.The horizontal coordinates were scaled from a topographic map and have
 NV0546.an estimated accuracy of +/- 6 seconds.
 NV0546
 NV0546.The orthometric height was determined by differential leveling
 NV0546.and adjusted by the National Geodetic Survey in June 1991..
 NV0546
 NV0546.The geoid height was determined by GEOID03.
 NV0546
 NV0546.The dynamic height is computed by dividing the NAVD 88
 NV0546.geopotential number by the normal gravity value computed on the
 NV0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0546.degrees latitude (g = 980.6199 gals.).
 NV0546
 NV0546.The modeled gravity was interpolated from observed gravity values.
 NV0546
 NV0546;                    North         East    Units  Estimated Accuracy
 NV0546;SPC ID W     -   109,420.      849,110.      MT  (+/- 180 meters Scaled)
 NV0546
 NV0546                          SUPERSEDED SURVEY CONTROL
 NV0546
 NV0546  NGVD 29 (??/??/92) 1071.780  (m)         3516.33   (f) ADJ UNCH    2 0
 NV0546
 NV0546.Superseded values are not recommended for survey control.
 NV0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0546.See file dsdata.txt to determine how the superseded data were derived.
 NV0546
 NV0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH515236(NAD 83)
 NV0546_MARKER: DB = BENCH MARK DISK
 NV0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0546_STAMPING: E 171 1935
 NV0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0546+STABILITY: SURFACE MOTION
 NV0546
 NV0546  HISTORY     - Date     Condition        Report By
 NV0546  HISTORY     - 1935     MONUMENTED       CGS
 NV0546  HISTORY     - 1975     GOOD             USGS
 NV0546
 NV0546                          STATION DESCRIPTION
 NV0546
 NV0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0546'40.7 MI E FROM HOT SPRING.
 NV0546'ABOUT 40.7 MILES EAST ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING
 NV0546'BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 27.1 MILES WEST OF
 NV0546'CASTLEFORD, ABOUT 29.4 MILES SOUTHEAST OF GLENNS FERRY, ABOUT 2.5
 NV0546'MILES EAST OF THE NOTCH IN NOTCH BUTTE, AT THE HIGHEST POINT OF A
 NV0546'ROUND RIDGE, AT A ROCKY POINT, AND 42 FEET SOUTHEAST OF THE CENTER
 NV0546'LINE OF THE ROAD.  A STANDARD DISK, STAMPED E 171 1935 AND SET IN THE
 NV0546'TOP OF A CONCRETE POST.
 NV0546
 NV0546                          STATION RECOVERY (1975)
 NV0546
 NV0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0546'FROM CASTLEFORD. 2.8 MI. W. AND 1.0 MI. N. TO RD. X-ING, THEN LEFT
 NV0546'(W) FOR 2.8 MI. TO RD. Y, END OF PAVEMENT, THEN RIGHT (N) ON MAIN
 NV0546'ROAD FOR 4.8 MI. TO RD. X-ING, THEN LEFT (W) ON MAIN ROAD FOR 4.9 MI.
 NV0546'TO RD. X-ING, THEN RIGHT (N) ON GRAVEL ROAD FOR 1.0 MI. N. AND 0.5
 NV0546'MI. W. TO END OF GRAVEL AT RANCH DRIVEWAY, THEN CONTINUE W. ON DIRT
 NV0546'ROAD FOR 1.0 MI. W., 0.5 MI. N. AND 1.3 MI. WESTERLY TO JUNCTION WITH
 NV0546'TRACK ROAD. THEN NW ON TRACK ROAD FOR 1.15 MI. TO A ROAD Y, THEN LEFT
 NV0546'(W) FOR 0.55 MI. TO BM ON LEFT. LOCATED ABOUT 400 FT. SE OF THE NORTH
 NV0546'1/4 COR. OF S 15/T 9 S R 11 E, 42 FT. S. OF CENTERLINE RD. ON A 6 IN.
 NV0546'SQ. CONCRETE POST WHICH PROJECTS 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0849 ***********************************************************************
 RZ0849  DESIGNATION -  E 172
 RZ0849  PID         -  RZ0849
 RZ0849  STATE/COUNTY-  ID/LATAH
 RZ0849  USGS QUAD   -  POTLATCH (1994)
 RZ0849
 RZ0849                         *CURRENT SURVEY CONTROL
 RZ0849  ___________________________________________________________________
 RZ0849* NAD 83(1986)-  46 54 22.     (N)    116 59 47.     (W)     SCALED    
 RZ0849* NAVD 88     -       750.303  (meters)    2461.62   (feet)  ADJUSTED  
 RZ0849  ___________________________________________________________________
 RZ0849  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 RZ0849  DYNAMIC HT  -         750.247 (meters)    2461.44  (feet)  COMP
 RZ0849  MODELED GRAV-     980,514.6   (mgal)                       NAVD 88
 RZ0849
 RZ0849  VERT ORDER  -  SECOND    CLASS 0
 RZ0849
 RZ0849.The horizontal coordinates were scaled from a topographic map and have
 RZ0849.an estimated accuracy of +/- 6 seconds.
 RZ0849
 RZ0849.The orthometric height was determined by differential leveling
 RZ0849.and adjusted by the National Geodetic Survey in June 1991..
 RZ0849
 RZ0849.The geoid height was determined by GEOID03.
 RZ0849
 RZ0849.The dynamic height is computed by dividing the NAVD 88
 RZ0849.geopotential number by the normal gravity value computed on the
 RZ0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0849.degrees latitude (g = 980.6199 gals.).
 RZ0849
 RZ0849.The modeled gravity was interpolated from observed gravity values.
 RZ0849
 RZ0849;                    North         East    Units  Estimated Accuracy
 RZ0849;SPC ID W     -   582,910.      705,050.      MT  (+/- 180 meters Scaled)
 RZ0849
 RZ0849                          SUPERSEDED SURVEY CONTROL
 RZ0849
 RZ0849  NGVD 29 (??/??/92)  749.179  (m)         2457.93   (f) ADJ UNCH    2 0
 RZ0849
 RZ0849.Superseded values are not recommended for survey control.
 RZ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0849.See file dsdata.txt to determine how the superseded data were derived.
 RZ0849
 RZ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM002947(NAD 83)
 RZ0849_MARKER: DB = BENCH MARK DISK
 RZ0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0849_STAMPING: E 172 1935
 RZ0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0849+STABILITY: SURFACE MOTION
 RZ0849
 RZ0849  HISTORY     - Date     Condition        Report By
 RZ0849  HISTORY     - 1935     MONUMENTED       CGS
 RZ0849  HISTORY     - 1959     MARK NOT FOUND   USGS
 RZ0849
 RZ0849                          STATION DESCRIPTION
 RZ0849
 RZ0849'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 RZ0849'4.9 MI E FROM PALOUSE, WA.
 RZ0849'IN LATAH COUNTY, 4.9 MILES EAST ALONG THE WASHINGTON, IDAHO AND
 RZ0849'MONTANA RAILWAY FROM THE STATION AT PALOUSE, 89 FEET NORTH OF A
 RZ0849'POWERLINE POLE, AT A PRIVATE-ROAD CROSSING, 86 FEET EAST OF THE
 RZ0849'CENTERLINE OF THE ROAD, 74 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 RZ0849'13 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND 10 FEET EAST OF THE
 RZ0849'CENTER OF A GATE.  SET IN THE TOP A CONCRETE POST.  NOTE-- THE
 RZ0849'LANDOWNER WAS CONTACTED AND HE KNEW WHERE TO LOOK BUT COULD NOT FIND
 RZ0849'IT EITHER.  THE RIGHT-OF-WAY FENCE HAS BEEN CHANGED SINCE THE MARK WAS
 RZ0849'ESTABLISHED AND IT NOW PLACES THE MARK IN A CULTIVATED FIELD. THE LAND
 RZ0849'OWNER STATED THAT THEY HAD SEEN THE MARK A NUMBER OF TIMES AND HAD
 RZ0849'BEEN CAREFUL AT ALL TIMES NOT TO DISTURB THE MARK WITH THE FARM
 RZ0849'EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1221 ***********************************************************************
 NU1221  DESIGNATION -  E 176
 NU1221  PID         -  NU1221
 NU1221  STATE/COUNTY-  ID/CASSIA
 NU1221  USGS QUAD   -  RUPERT SE (1978)
 NU1221
 NU1221                         *CURRENT SURVEY CONTROL
 NU1221  ___________________________________________________________________
 NU1221* NAD 83(1986)-  42 31 21.     (N)    113 36 13.     (W)     SCALED    
 NU1221* NAVD 88     -      1292.441  (meters)    4240.28   (feet)  ADJUSTED  
 NU1221  ___________________________________________________________________
 NU1221  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NU1221  DYNAMIC HT  -        1291.699 (meters)    4237.85  (feet)  COMP
 NU1221  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 NU1221
 NU1221  VERT ORDER  -  SECOND    CLASS 0
 NU1221
 NU1221.The horizontal coordinates were scaled from a topographic map and have
 NU1221.an estimated accuracy of +/- 6 seconds.
 NU1221
 NU1221.The orthometric height was determined by differential leveling
 NU1221.and adjusted by the National Geodetic Survey in June 1991..
 NU1221
 NU1221.The geoid height was determined by GEOID03.
 NU1221
 NU1221.The dynamic height is computed by dividing the NAVD 88
 NU1221.geopotential number by the normal gravity value computed on the
 NU1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1221.degrees latitude (g = 980.6199 gals.).
 NU1221
 NU1221.The modeled gravity was interpolated from observed gravity values.
 NU1221
 NU1221;                    North         East    Units  Estimated Accuracy
 NU1221;SPC ID C     -    95,130.      532,570.      MT  (+/- 180 meters Scaled)
 NU1221
 NU1221                          SUPERSEDED SURVEY CONTROL
 NU1221
 NU1221  NGVD 29 (??/??/92) 1291.471  (m)         4237.10   (f) ADJ UNCH    2 0
 NU1221
 NU1221.Superseded values are not recommended for survey control.
 NU1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1221.See file dsdata.txt to determine how the superseded data were derived.
 NU1221
 NU1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN861110(NAD 83)
 NU1221_MARKER: DD = SURVEY DISK
 NU1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1221_STAMPING: USBM E 176 RPAP STA 489+80.6
 NU1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1221+STABILITY: SURFACE MOTION
 NU1221
 NU1221  HISTORY     - Date     Condition        Report By
 NU1221  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1221  HISTORY     - 1935     GOOD             NGS
 NU1221
 NU1221                          STATION DESCRIPTION
 NU1221
 NU1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1221'9.7 MI W FROM COTTEREL.
 NU1221'9.7 MILES WEST ALONG U. S. HIGHWAY 30 S FROM COTTEREL, CASSIA COUNTY,
 NU1221'93 FEET NORTH OF THE CENTERLINE OF THE UNION PACIFIC RAILROAD TRACK,
 NU1221'41 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 NU1221'RIGHT-OF-WAY FENCE CORNER.  AN IDAHO DEPARTMENT OF PUBLIC WORKS
 NU1221'STANDARD DISK, STAMPED USBM E 176 RPAP STA 489+80.6 AND SET IN THE TOP
 NU1221'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1243 ***********************************************************************
 NU1243  DESIGNATION -  E 177
 NU1243  PID         -  NU1243
 NU1243  STATE/COUNTY-  ID/CASSIA
 NU1243  USGS QUAD   -  RUPERT SE (1978)
 NU1243
 NU1243                         *CURRENT SURVEY CONTROL
 NU1243  ___________________________________________________________________
 NU1243* NAD 83(1986)-  42 31 59.     (N)    113 33 24.     (W)     SCALED    
 NU1243* NAVD 88     -      1318.644  (meters)    4326.25   (feet)  ADJUSTED  
 NU1243  ___________________________________________________________________
 NU1243  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1243  DYNAMIC HT  -        1317.890 (meters)    4323.78  (feet)  COMP
 NU1243  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 NU1243
 NU1243  VERT ORDER  -  SECOND    CLASS 0
 NU1243
 NU1243.The horizontal coordinates were scaled from a topographic map and have
 NU1243.an estimated accuracy of +/- 6 seconds.
 NU1243
 NU1243.The orthometric height was determined by differential leveling
 NU1243.and adjusted by the National Geodetic Survey in June 1991..
 NU1243
 NU1243.The geoid height was determined by GEOID03.
 NU1243
 NU1243.The dynamic height is computed by dividing the NAVD 88
 NU1243.geopotential number by the normal gravity value computed on the
 NU1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1243.degrees latitude (g = 980.6199 gals.).
 NU1243
 NU1243.The modeled gravity was interpolated from observed gravity values.
 NU1243
 NU1243;                    North         East    Units  Estimated Accuracy
 NU1243;SPC ID C     -    96,330.      536,420.      MT  (+/- 180 meters Scaled)
 NU1243
 NU1243                          SUPERSEDED SURVEY CONTROL
 NU1243
 NU1243  NGVD 29 (??/??/92) 1317.67   (m)         4323.1    (f) COMPUTED    2 0
 NU1243
 NU1243.Superseded values are not recommended for survey control.
 NU1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1243.See file dsdata.txt to determine how the superseded data were derived.
 NU1243
 NU1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN900121(NAD 83)
 NU1243_MARKER: DD = SURVEY DISK
 NU1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1243_STAMPING: USBM E 177
 NU1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1243+STABILITY: SURFACE MOTION
 NU1243
 NU1243  HISTORY     - Date     Condition        Report By
 NU1243  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1243  HISTORY     - 1935     GOOD             NGS
 NU1243
 NU1243                          STATION DESCRIPTION
 NU1243
 NU1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1243'6.6 MI W FROM COTTEREL.
 NU1243'6.6 MILES WEST OF AND ALONG US HWY NO. 30S 50 FEET SOUTH OF CENTER OF
 NU1243'HIGHWAY.  ON TOP OF SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1244 ***********************************************************************
 NU1244  DESIGNATION -  E 177 RESET
 NU1244  PID         -  NU1244
 NU1244  STATE/COUNTY-  ID/CASSIA
 NU1244  USGS QUAD   -  RUPERT SE (1978)
 NU1244
 NU1244                         *CURRENT SURVEY CONTROL
 NU1244  ___________________________________________________________________
 NU1244* NAD 83(1986)-  42 31 59.     (N)    113 33 24.     (W)     SCALED    
 NU1244* NAVD 88     -      1318.645  (meters)    4326.25   (feet)  ADJUSTED  
 NU1244  ___________________________________________________________________
 NU1244  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1244  DYNAMIC HT  -        1317.891 (meters)    4323.78  (feet)  COMP
 NU1244  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 NU1244
 NU1244  VERT ORDER  -  SECOND    CLASS 0
 NU1244
 NU1244.The horizontal coordinates were scaled from a topographic map and have
 NU1244.an estimated accuracy of +/- 6 seconds.
 NU1244
 NU1244.The orthometric height was determined by differential leveling
 NU1244.and adjusted by the National Geodetic Survey in June 1991..
 NU1244
 NU1244.The geoid height was determined by GEOID03.
 NU1244
 NU1244.The dynamic height is computed by dividing the NAVD 88
 NU1244.geopotential number by the normal gravity value computed on the
 NU1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1244.degrees latitude (g = 980.6199 gals.).
 NU1244
 NU1244.The modeled gravity was interpolated from observed gravity values.
 NU1244
 NU1244;                    North         East    Units  Estimated Accuracy
 NU1244;SPC ID C     -    96,330.      536,420.      MT  (+/- 180 meters Scaled)
 NU1244
 NU1244                          SUPERSEDED SURVEY CONTROL
 NU1244
 NU1244  NGVD 29 (??/??/92) 1317.676  (m)         4323.08   (f) ADJ UNCH    2 0
 NU1244
 NU1244.Superseded values are not recommended for survey control.
 NU1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1244.See file dsdata.txt to determine how the superseded data were derived.
 NU1244
 NU1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN900121(NAD 83)
 NU1244_MARKER: DD = SURVEY DISK
 NU1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1244_STAMPING: R.P.P.O.T.625+00.0 USBM E 177 RESET OFF. 60.0 1951
 NU1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1244+STABILITY: SURFACE MOTION
 NU1244
 NU1244  HISTORY     - Date     Condition        Report By
 NU1244  HISTORY     - 1951     MONUMENTED       IDPWD
 NU1244  HISTORY     - 1958     GOOD             NGS
 NU1244
 NU1244                          STATION DESCRIPTION
 NU1244
 NU1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU1244'3.8 MI E FROM DECLO.
 NU1244'3.8 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF STATE
 NU1244'HIGHWAY 77 AT DECLO, 0.1 MILE NORTHWEST OF MILEPOLE 251, AT THE SUMMIT
 NU1244'OF A SMALL HILL, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NU1244'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 NU1244'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0599 ***********************************************************************
 NU0599  DESIGNATION -  E 179
 NU0599  PID         -  NU0599
 NU0599  STATE/COUNTY-  ID/POWER
 NU0599  USGS QUAD   -  FLATIRON HILL (1971)
 NU0599
 NU0599                         *CURRENT SURVEY CONTROL
 NU0599  ___________________________________________________________________
 NU0599* NAD 83(1986)-  42 41 35.     (N)    112 35 36.     (W)     SCALED    
 NU0599* NAVD 88     -      1443.578  (meters)    4736.14   (feet)  ADJUSTED  
 NU0599  ___________________________________________________________________
 NU0599  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 NU0599  DYNAMIC HT  -        1442.716 (meters)    4733.31  (feet)  COMP
 NU0599  MODELED GRAV-     979,972.8   (mgal)                       NAVD 88
 NU0599
 NU0599  VERT ORDER  -  SECOND    CLASS 0
 NU0599
 NU0599.The horizontal coordinates were scaled from a topographic map and have
 NU0599.an estimated accuracy of +/- 6 seconds.
 NU0599
 NU0599.The orthometric height was determined by differential leveling
 NU0599.and adjusted by the National Geodetic Survey in June 1991..
 NU0599
 NU0599.The geoid height was determined by GEOID03.
 NU0599
 NU0599.The dynamic height is computed by dividing the NAVD 88
 NU0599.geopotential number by the normal gravity value computed on the
 NU0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0599.degrees latitude (g = 980.6199 gals.).
 NU0599
 NU0599.The modeled gravity was interpolated from observed gravity values.
 NU0599
 NU0599;                    North         East    Units  Estimated Accuracy
 NU0599;SPC ID E     -   114,090.      165,040.      MT  (+/- 180 meters Scaled)
 NU0599
 NU0599                          SUPERSEDED SURVEY CONTROL
 NU0599
 NU0599  NGVD 29 (??/??/92) 1442.517  (m)         4732.66   (f) ADJ UNCH    2 0
 NU0599
 NU0599.Superseded values are not recommended for survey control.
 NU0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0599.See file dsdata.txt to determine how the superseded data were derived.
 NU0599
 NU0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN694279(NAD 83)
 NU0599_MARKER: DB = BENCH MARK DISK
 NU0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0599_STAMPING: E 179 1935
 NU0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0599+STABILITY: SURFACE MOTION
 NU0599
 NU0599  HISTORY     - Date     Condition        Report By
 NU0599  HISTORY     - 1935     MONUMENTED       CGS
 NU0599  HISTORY     - 1938     GOOD             NGS
 NU0599
 NU0599                          STATION DESCRIPTION
 NU0599
 NU0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0599'9.8 MI N FROM PAULINE.
 NU0599'9.8 MILES NORTH ALONG THE SCHILLER ROAD FROM PAULINE, POWER COUNTY, AT
 NU0599'AIR-BEACON CONTROL HOUSE, 13.4 FEET NORTH OF THE NORTH SIDE OF THE
 NU0599'HOUSE, AND 85 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 NU0599'DISK, STAMPED E 179 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 NU0599'ADDITIONAL DESCRIPTION, AT AIR BEACON CONTROL HOUSE, 4.3 FT NORTH OF
 NU0599'THE NORTH SIDE OF THE HOUSE, AND 100 FT SW OF L OF HIGHWAY, AND ABOUT
 NU0599'20 FT. E OF THE RIGHT BANK OF BANNOCK CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0667 ***********************************************************************
 NU0667  DESIGNATION -  E 180
 NU0667  PID         -  NU0667
 NU0667  STATE/COUNTY-  ID/POWER
 NU0667  USGS QUAD   -  ROCKLAND EAST (1971)
 NU0667
 NU0667                         *CURRENT SURVEY CONTROL
 NU0667  ___________________________________________________________________
 NU0667* NAD 83(1986)-  42 31 51.     (N)    112 51 28.     (W)     SCALED    
 NU0667* NAVD 88     -      1446.236  (meters)    4744.86   (feet)  ADJUSTED  
 NU0667  ___________________________________________________________________
 NU0667  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 NU0667  DYNAMIC HT  -        1445.313 (meters)    4741.83  (feet)  COMP
 NU0667  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 NU0667
 NU0667  VERT ORDER  -  SECOND    CLASS 0
 NU0667
 NU0667.The horizontal coordinates were scaled from a topographic map and have
 NU0667.an estimated accuracy of +/- 6 seconds.
 NU0667
 NU0667.The orthometric height was determined by differential leveling
 NU0667.and adjusted by the National Geodetic Survey in June 1991..
 NU0667
 NU0667.The geoid height was determined by GEOID03.
 NU0667
 NU0667.The dynamic height is computed by dividing the NAVD 88
 NU0667.geopotential number by the normal gravity value computed on the
 NU0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0667.degrees latitude (g = 980.6199 gals.).
 NU0667
 NU0667.The modeled gravity was interpolated from observed gravity values.
 NU0667
 NU0667;                    North         East    Units  Estimated Accuracy
 NU0667;SPC ID E     -    96,210.      143,220.      MT  (+/- 180 meters Scaled)
 NU0667
 NU0667                          SUPERSEDED SURVEY CONTROL
 NU0667
 NU0667  NGVD 29 (??/??/92) 1445.149  (m)         4741.29   (f) ADJ UNCH    2 0
 NU0667
 NU0667.Superseded values are not recommended for survey control.
 NU0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0667.See file dsdata.txt to determine how the superseded data were derived.
 NU0667
 NU0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN474103(NAD 83)
 NU0667_MARKER: DB = BENCH MARK DISK
 NU0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0667_STAMPING: E 180 1935
 NU0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0667+STABILITY: SURFACE MOTION
 NU0667
 NU0667  HISTORY     - Date     Condition        Report By
 NU0667  HISTORY     - 1935     MONUMENTED       CGS
 NU0667  HISTORY     - 1938     GOOD             NGS
 NU0667
 NU0667                          STATION DESCRIPTION
 NU0667
 NU0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0667'3.2 MI S FROM ROCKLAND.
 NU0667'3.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE LATTER DAY SAINTS
 NU0667'CHURCH AT ROCKLAND, POWER COUNTY, 85 FEET NORTHEAST OF A HOUSE, AT THE
 NU0667'JUNCTION OF A ROAD LEADING WEST, 60 FEET WEST OF THE CENTERLINE OF THE
 NU0667'HIGHWAY, AND 12 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 NU0667'DISK, STAMPED E 180 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0324 ***********************************************************************
 NU0324  DESIGNATION -  E 181
 NU0324  PID         -  NU0324
 NU0324  STATE/COUNTY-  ID/ONEIDA
 NU0324  USGS QUAD   -  DANIELS (1968)
 NU0324
 NU0324                         *CURRENT SURVEY CONTROL
 NU0324  ___________________________________________________________________
 NU0324* NAD 83(1986)-  42 16 43.     (N)    112 23 00.     (W)     SCALED    
 NU0324* NAVD 88     -      1502.708  (meters)    4930.13   (feet)  ADJUSTED  
 NU0324  ___________________________________________________________________
 NU0324  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 NU0324  DYNAMIC HT  -        1501.694 (meters)    4926.81  (feet)  COMP
 NU0324  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 NU0324
 NU0324  VERT ORDER  -  SECOND    CLASS 0
 NU0324
 NU0324.The horizontal coordinates were scaled from a topographic map and have
 NU0324.an estimated accuracy of +/- 6 seconds.
 NU0324
 NU0324.The orthometric height was determined by differential leveling
 NU0324.and adjusted by the National Geodetic Survey in June 1991..
 NU0324
 NU0324.The geoid height was determined by GEOID03.
 NU0324
 NU0324.The dynamic height is computed by dividing the NAVD 88
 NU0324.geopotential number by the normal gravity value computed on the
 NU0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0324.degrees latitude (g = 980.6199 gals.).
 NU0324
 NU0324.The modeled gravity was interpolated from observed gravity values.
 NU0324
 NU0324;                    North         East    Units  Estimated Accuracy
 NU0324;SPC ID E     -    67,990.      182,130.      MT  (+/- 180 meters Scaled)
 NU0324
 NU0324                          SUPERSEDED SURVEY CONTROL
 NU0324
 NU0324  NGVD 29 (??/??/92) 1501.592  (m)         4926.47   (f) ADJ UNCH    2 0
 NU0324
 NU0324.Superseded values are not recommended for survey control.
 NU0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0324.See file dsdata.txt to determine how the superseded data were derived.
 NU0324
 NU0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM859816(NAD 83)
 NU0324_MARKER: DB = BENCH MARK DISK
 NU0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0324_STAMPING: E 181 1935
 NU0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0324+STABILITY: SURFACE MOTION
 NU0324
 NU0324  HISTORY     - Date     Condition        Report By
 NU0324  HISTORY     - 1935     MONUMENTED       CGS
 NU0324  HISTORY     - 1967     GOOD             USGS
 NU0324
 NU0324                          STATION DESCRIPTION
 NU0324
 NU0324'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NU0324'11.5 MI NW FROM MALAD CITY.
 NU0324'ABOUT 11.5 MILES ALONG PAVED ROAD LEADING NW ALONG LITTLE MALAD RIVER
 NU0324'FROM MALAD CITY P.O. 2.7 MILES SE OF OLD ELKHORN DAM, ABOUT 135 FT. SE
 NU0324'OF A HOUSE, 40 FT. W OF CENTER LINE OF ROAD, 1 FT. W OF A BOARD FENCE
 NU0324'CORNER.  A STANDARD DISK, STAMPED E 181 1935 SET IN THE TOP OF A
 NU0324'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1112 ***********************************************************************
 NU1112  DESIGNATION -  E 183
 NU1112  PID         -  NU1112
 NU1112  STATE/COUNTY-  ID/CASSIA
 NU1112  USGS QUAD   -  CONNOR RIDGE (1976)
 NU1112
 NU1112                         *CURRENT SURVEY CONTROL
 NU1112  ___________________________________________________________________
 NU1112* NAD 83(1986)-  42 16 09.     (N)    113 31 47.     (W)     SCALED    
 NU1112* NAVD 88     -      1529.650  (meters)    5018.53   (feet)  ADJUSTED  
 NU1112  ___________________________________________________________________
 NU1112  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NU1112  DYNAMIC HT  -        1528.638 (meters)    5015.21  (feet)  COMP
 NU1112  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 NU1112
 NU1112  VERT ORDER  -  SECOND    CLASS 0
 NU1112
 NU1112.The horizontal coordinates were scaled from a topographic map and have
 NU1112.an estimated accuracy of +/- 6 seconds.
 NU1112
 NU1112.The orthometric height was determined by differential leveling
 NU1112.and adjusted by the National Geodetic Survey in June 1991..
 NU1112
 NU1112.The geoid height was determined by GEOID03.
 NU1112
 NU1112.The dynamic height is computed by dividing the NAVD 88
 NU1112.geopotential number by the normal gravity value computed on the
 NU1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1112.degrees latitude (g = 980.6199 gals.).
 NU1112
 NU1112.The modeled gravity was interpolated from observed gravity values.
 NU1112
 NU1112;                    North         East    Units  Estimated Accuracy
 NU1112;SPC ID C     -    67,030.      538,800.      MT  (+/- 180 meters Scaled)
 NU1112
 NU1112                          SUPERSEDED SURVEY CONTROL
 NU1112
 NU1112  NGVD 29 (??/??/92) 1528.579  (m)         5015.01   (f) ADJ UNCH    2 0
 NU1112
 NU1112.Superseded values are not recommended for survey control.
 NU1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1112.See file dsdata.txt to determine how the superseded data were derived.
 NU1112
 NU1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM913827(NAD 83)
 NU1112_MARKER: DB = BENCH MARK DISK
 NU1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1112_STAMPING: E 183 1935
 NU1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1112+STABILITY: SURFACE MOTION
 NU1112
 NU1112  HISTORY     - Date     Condition        Report By
 NU1112  HISTORY     - 1935     MONUMENTED       CGS
 NU1112  HISTORY     - 1967     GOOD             USGS
 NU1112
 NU1112                          STATION DESCRIPTION
 NU1112
 NU1112'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NU1112'9.4 MI W FROM MALTA.
 NU1112'9.4 MILES WEST ALONG THE OAKLEY ROAD FROM MALTA, 40 FEET WEST OF THE
 NU1112'CENTER OF THE JUNCTION OF A ROAD LEADING NORTH, AND 54 FEET NORTH OF
 NU1112'THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0529 ***********************************************************************
 NU0529  DESIGNATION -  E 185
 NU0529  PID         -  NU0529
 NU0529  STATE/COUNTY-  ID/ONEIDA
 NU0529  USGS QUAD   -  BLACK PINE (1973)
 NU0529
 NU0529                         *CURRENT SURVEY CONTROL
 NU0529  ___________________________________________________________________
 NU0529* NAD 83(1986)-  42 02 36.     (N)    112 56 40.     (W)     SCALED    
 NU0529* NAVD 88     -      1399.888  (meters)    4592.80   (feet)  ADJUSTED  
 NU0529  ___________________________________________________________________
 NU0529  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 NU0529  DYNAMIC HT  -        1398.947 (meters)    4589.71  (feet)  COMP
 NU0529  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 NU0529
 NU0529  VERT ORDER  -  SECOND    CLASS 0
 NU0529
 NU0529.The horizontal coordinates were scaled from a topographic map and have
 NU0529.an estimated accuracy of +/- 6 seconds.
 NU0529
 NU0529.The orthometric height was determined by differential leveling
 NU0529.and adjusted by the National Geodetic Survey in June 1991..
 NU0529
 NU0529.The geoid height was determined by GEOID03.
 NU0529
 NU0529.The dynamic height is computed by dividing the NAVD 88
 NU0529.geopotential number by the normal gravity value computed on the
 NU0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0529.degrees latitude (g = 980.6199 gals.).
 NU0529
 NU0529.The modeled gravity was interpolated from observed gravity values.
 NU0529
 NU0529;                    North         East    Units  Estimated Accuracy
 NU0529;SPC ID E     -    42,130.      135,610.      MT  (+/- 180 meters Scaled)
 NU0529
 NU0529                          SUPERSEDED SURVEY CONTROL
 NU0529
 NU0529  NGVD 29 (??/??/92) 1398.831  (m)         4589.33   (f) ADJ UNCH    2 0
 NU0529
 NU0529.Superseded values are not recommended for survey control.
 NU0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0529.See file dsdata.txt to determine how the superseded data were derived.
 NU0529
 NU0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM390564(NAD 83)
 NU0529_MARKER: DB = BENCH MARK DISK
 NU0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0529_STAMPING: E 185 1935
 NU0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0529+STABILITY: SURFACE MOTION
 NU0529
 NU0529  HISTORY     - Date     Condition        Report By
 NU0529  HISTORY     - 1935     MONUMENTED       CGS
 NU0529  HISTORY     - 1938     GOOD             NGS
 NU0529  HISTORY     - 1973     POOR             USGS
 NU0529
 NU0529                          STATION DESCRIPTION
 NU0529
 NU0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0529'14.0 MI W FROM SNOWVILLE.
 NU0529'IN ONEIDA COUNTY, IDAHO, 14 MILES WEST ALONG U.S. HIGHWAY 30 S FROM
 NU0529'SNOWVILLE, BOX ELDER COUNTY, UTAH, 5.2 MILES NORTH ALONG THE MALTA
 NU0529'ROAD.  AT THE JUNCTION OF A TRAIL, 64 FEET EAST OF THE CENTERLINE OF
 NU0529'THE ROAD, 20 FEET NORTH OF THE CENTERLINE OF THE TRAIL, 39 FEET EAST
 NU0529'OF A FENCE CORNER, AND IN THE FENCE LINE.  A STANDARD DISK, STAMPED E
 NU0529'185 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NU0529
 NU0529                          STATION RECOVERY (1973)
 NU0529
 NU0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0529'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0494 ***********************************************************************
 NU0494  DESIGNATION -  E 186
 NU0494  PID         -  NU0494
 NU0494  STATE/COUNTY-  ID/POWER
 NU0494  USGS QUAD   -  ROY (1973)
 NU0494
 NU0494                         *CURRENT SURVEY CONTROL
 NU0494  ___________________________________________________________________
 NU0494* NAD 83(1986)-  42 19 33.     (N)    112 49 37.     (W)     SCALED    
 NU0494* NAVD 88     -      1594.051  (meters)    5229.82   (feet)  ADJUSTED  
 NU0494  ___________________________________________________________________
 NU0494  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 NU0494  DYNAMIC HT  -        1592.958 (meters)    5226.23  (feet)  COMP
 NU0494  MODELED GRAV-     979,879.5   (mgal)                       NAVD 88
 NU0494
 NU0494  VERT ORDER  -  SECOND    CLASS 0
 NU0494
 NU0494.The horizontal coordinates were scaled from a topographic map and have
 NU0494.an estimated accuracy of +/- 6 seconds.
 NU0494
 NU0494.The orthometric height was determined by differential leveling
 NU0494.and adjusted by the National Geodetic Survey in June 1991..
 NU0494
 NU0494.The geoid height was determined by GEOID03.
 NU0494
 NU0494.The dynamic height is computed by dividing the NAVD 88
 NU0494.geopotential number by the normal gravity value computed on the
 NU0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0494.degrees latitude (g = 980.6199 gals.).
 NU0494
 NU0494.The modeled gravity was interpolated from observed gravity values.
 NU0494
 NU0494;                    North         East    Units  Estimated Accuracy
 NU0494;SPC ID E     -    73,420.      145,580.      MT  (+/- 180 meters Scaled)
 NU0494
 NU0494                          SUPERSEDED SURVEY CONTROL
 NU0494
 NU0494  NGVD 29 (??/??/92) 1592.911  (m)         5226.08   (f) ADJ UNCH    2 0
 NU0494
 NU0494.Superseded values are not recommended for survey control.
 NU0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0494.See file dsdata.txt to determine how the superseded data were derived.
 NU0494
 NU0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM494875(NAD 83)
 NU0494_MARKER: DB = BENCH MARK DISK
 NU0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0494_STAMPING: E 186 1935
 NU0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0494+STABILITY: SURFACE MOTION
 NU0494
 NU0494  HISTORY     - Date     Condition        Report By
 NU0494  HISTORY     - 1935     MONUMENTED       CGS
 NU0494  HISTORY     - 1938     GOOD             NGS
 NU0494
 NU0494                          STATION DESCRIPTION
 NU0494
 NU0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0494'0.6 MI S FROM ROY.
 NU0494'0.6 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE FRAME SCHOOLHOUSE AT
 NU0494'ROY, POWER COUNTY, THENCE 2.2 MILES SOUTHWEST ALONG A WINDING ROAD.
 NU0494'0.2 MILE NORTH OF AN OLD SHED ON THE EAST SIDE OF THE ROAD, NEAR THREE
 NU0494'OLD SHEDS TO THE SOUTHWEST, 33 FEET WEST OF THE CENTERLINE OF THE
 NU0494'ROAD, AND 18 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NU0494'STAMPED E 186 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1408 ***********************************************************************
 QB1408  CBN         -  This is a Cooperative Base Network Control Station.
 QB1408  PACS        -  This is a Primary Airport Control Station.
 QB1408  DESIGNATION -  E 187 RESET
 QB1408  PID         -  QB1408
 QB1408  STATE/COUNTY-  ID/VALLEY
 QB1408  USGS QUAD   -  MC CALL (1973)
 QB1408
 QB1408                         *CURRENT SURVEY CONTROL
 QB1408  ___________________________________________________________________
 QB1408* NAD 83(1999)-  44 53 45.79901(N)    116 06 09.19647(W)     ADJUSTED  
 QB1408* NAVD 88     -      1530.132  (meters)    5020.11   (feet)  ADJUSTED  
 QB1408  ___________________________________________________________________
 QB1408  X           -  -1,991,708.846 (meters)                     COMP
 QB1408  Y           -  -4,065,124.812 (meters)                     COMP
 QB1408  Z           -   4,480,242.347 (meters)                     COMP
 QB1408  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 QB1408  ELLIP HEIGHT-        1515.19  (meters)          (04/16/01) GPS OBS
 QB1408  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 QB1408  DYNAMIC HT  -        1529.472 (meters)    5017.94  (feet)  COMP
 QB1408  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 QB1408
 QB1408  HORZ ORDER  -  B
 QB1408  VERT ORDER  -  SECOND    CLASS I
 QB1408  ELLP ORDER  -  FOURTH    CLASS II
 QB1408
 QB1408.This mark is at Mc Call Airport (MYL)
 QB1408
 QB1408.The horizontal coordinates were established by GPS observations
 QB1408.and adjusted by the National Geodetic Survey in April 2001..
 QB1408.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QB1408.DATUM ITEM on the data sheet items page.
 QB1408
 QB1408.The orthometric height was determined by differential leveling
 QB1408.and adjusted by the National Geodetic Survey in September 1994..
 QB1408.WARNING-GPS observations at this control monument resulted in a GPS
 QB1408.derived orthometric height which differed from the leveled height by
 QB1408.more than one decimeter (0.1 meter).
 QB1408
 QB1408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QB1408
 QB1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1408
 QB1408.The ellipsoidal height was determined by GPS observations
 QB1408.and is referenced to NAD 83.
 QB1408
 QB1408.The geoid height was determined by GEOID03.
 QB1408
 QB1408.The dynamic height is computed by dividing the NAVD 88
 QB1408.geopotential number by the normal gravity value computed on the
 QB1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1408.degrees latitude (g = 980.6199 gals.).
 QB1408
 QB1408.The modeled gravity was interpolated from observed gravity values.
 QB1408
 QB1408;                    North         East     Units Scale Factor Converg.
 QB1408;SPC ID W     -   358,815.943   772,153.828   MT  0.99994286   -0 14 55.8
 QB1408;UTM  11      - 4,971,795.281   570,860.215   MT  0.99966174   +0 38 00.5
 QB1408
 QB1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1408!SPC ID W     -   0.99976249  x   0.99994286  =   0.99970537
 QB1408!UTM  11      -   0.99976249  x   0.99966174  =   0.99942431
 QB1408
 QB1408|---------------------------------------------------------------------|
 QB1408| PID    Reference Object                     Distance      Geod. Az  |
 QB1408|                                                           dddmmss.s |
 QB1408| QB1406 MCCALL AZ MK                        249.483 METERS 34741     |
 QB1408|---------------------------------------------------------------------|
 QB1408
 QB1408                          SUPERSEDED SURVEY CONTROL
 QB1408
 QB1408  NAD 83(1994)-  44 53 45.79746(N)    116 06 09.19509(W) AD(       ) B
 QB1408  ELLIP H (04/21/95) 1515.28   (m)                       GP(       ) 4 1
 QB1408  NAVD 88 (04/21/95) 1530.13   (m)         5020.1    (f) LEVELING    3  
 QB1408
 QB1408.Superseded values are not recommended for survey control.
 QB1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1408.See file dsdata.txt to determine how the superseded data were derived.
 QB1408
 QB1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK7086071795(NAD 83)
 QB1408_MARKER: DV = VERTICAL CONTROL DISK
 QB1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1408_SP_SET: CONCRETE POST
 QB1408_STAMPING: E 187 RESET 1994
 QB1408_MARK LOGO: NGS   
 QB1408_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1408+STABILITY: SURFACE MOTION
 QB1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB1408+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 QB1408
 QB1408  HISTORY     - Date     Condition        Report By
 QB1408  HISTORY     - 1994     MONUMENTED       NGS
 QB1408  HISTORY     - 19940814 GOOD             NGS
 QB1408  HISTORY     - 19960802 GOOD             NGS
 QB1408  HISTORY     - 20000705 GOOD             IDTD
 QB1408  HISTORY     - 20000808 GOOD             IDTD
 QB1408  HISTORY     - 20051025 GOOD             JCLS
 QB1408
 QB1408                          STATION DESCRIPTION
 QB1408
 QB1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 QB1408'THE STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) SOUTH OF MCCALL, AT THE
 QB1408'MCCALL AIRPORT IN A SAGE BRUSH AREA BETWEEN THE U.S. FOREST SERVICE
 QB1408'TAXIWAY AND THE MAIN RUNWAY.  OWNERSHIP--CITY OF MCCALL, P.O. BOX
 QB1408'1065, MCCALL ID 83638.  FIXED BASE OFFICER KENT BRAUN, PIONEER AIR
 QB1408'SERVICE, PHONE 208-634-5445.
 QB1408'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 AND
 QB1408'DEINHARD LANE WHICH IS 1.5 KM (0.95 MI) SOUTH OF MCCALL, GO WEST ON
 QB1408'DEINHARD LANE FOR 0.5 KM (0.30 MI) TO A GRAVEL SIDE ROAD LEFT AND 2
 QB1408'SMALL BUILDINGS AND A GATE, TURN LEFT AND GO SOUTH PASSING THRU GATE
 QB1408'FOR 0.21 KM (0.15 MI) ON THE GRAVEL ROAD CROSSING A TAXIWAY AND INTO
 QB1408'THE MEDIAN TO THE MARK.
 QB1408'THE STATION IS A STANDARD VERTICAL CONTROL DISK SET IN TOP OF A 40-CM
 QB1408'IN-DIAMETER CONCRETE POST SET TO A DEPTH OF 1.2 M (3.9 FT) AND FLUSH
 QB1408'WITH THE GROUND SURFACE.  LOCATED 29.9 M (98.1 FT) WEST OF A RUNWAY
 QB1408'LIGHT, 41.70 M (136.81 FT) EAST OF THE EAST EDGE OF THE FOREST
 QB1408'SERVICE TAXIWAY, 49.45 M (162.24 FT) EAST OF A PAINTED STRIPE OF THE
 QB1408'SAME TAXIWAY, 79.17 M (259.74 FT) SOUTH OF THE SOUTH EDGE OF THE
 QB1408'FOREST SERVICE TAXIWAY AND 0.55 M (1.80 FT) SOUTH OF A FIBERGLASS
 QB1408'WITNESS POST.
 QB1408
 QB1408                          STATION RECOVERY (1994)
 QB1408
 QB1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 QB1408'THE STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) SOUTH OF MCCALL, AT THE
 QB1408'MCCALL AIRPORT IN A SAGE BRUSH AREA BETWEEN THE U.S. FOREST SERVICE
 QB1408'TAXIWAY AND THE MAIN RUNWAY.  OWNERSHIP--CITY OF MCCALL, P.O. BOX
 QB1408'1065, MCCALL ID 83638.  FIXED BASE OFFICER KENT BRAUN, PIONEER AIR
 QB1408'SERVICE, PHONE 208-634-5445. TO REACH THE STATION FROM THE
 QB1408'INTERSECTION OF STATE HIGHWAY 55 AND DEINHARD LANE WHICH IS 1.5 KM
 QB1408'(0.95 MI) SOUTH OF MCCALL, GO WEST ON DEINHARD LANE FOR 0.5 KM (0.30
 QB1408'MI) TO A GRAVEL SIDE ROAD LEFT AND 2 SMALL BUILDINGS AND A GATE, TURN
 QB1408'LEFT AND GO SOUTH PASSING THRU GATE FOR 0.21 KM (0.15 MI) ON THE
 QB1408'GRAVEL ROAD GROSSING TAXIEWAY AND INTO THE MEDIAN TO THE MARK. THE
 QB1408'STATION IS A STANDARD DISK SET IN TOP OF A 40-CM IN-DIAMETER CONCRETE
 QB1408'POST SET TO A DEPTH OF 1.2 M (3.9 FT) AND FLUSH WITH THE GROUND
 QB1408'SURFACE.  LOCATED 29.9 M (98.1 FT) WEST OF A RUNWAY LIGHT, 41.70 M
 QB1408'(136.81 FT) EAST OF THE EAST EDGE OF THE FOREST SERVICE TAXIWAY, 49.45
 QB1408'M (162.24 FT) EAST OF A PAINTED STRIPE OF THE SAME TAXIWAY, 79.17 M
 QB1408'(259.74 FT) SOUTH OF THE SOUTH EDGE OF THE FOREST SERVICE TAXIWAY AND
 QB1408'0.55 M (1.80 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 QB1408
 QB1408                          STATION RECOVERY (1996)
 QB1408
 QB1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 QB1408'LOCATED 1 MI (1.6 KM) SOUTH OF MCCALL AND 3.0 MI (4.8 KM) NORTHWEST OF
 QB1408'LAKE FORK AT THE MCALL MUNICIPAL AIRPORT, BETWEEN THE U.S.  FOREST
 QB1408'SERVICE TAXIWAY AND THE RUNWAY.  OWNERSHIP--CITY OF MCCALL--P.O.  BOX
 QB1408'1597, MCCALL, IDAHO 83638.  THE AIRPORT MANAGER AT THE TIME OF
 QB1408'RECOVERY WAS MR.  DALE POINTS, PHONE 208-634-7070 OR 208-634-7142.
 QB1408'ALTERNATE POINT OF CONTACT IS KENT BRAUN, PIONEER AIR SERVICE (FBO) ,
 QB1408'PHONE 208-634-5445.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 QB1408'HIGHWAY 55 AND DIENHARD LANE, GO SOUTH ON STATE HIGHWAY 55 FOR 0.1 MI
 QB1408'(0.2 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND
 QB1408'PROCEED WEST-NORTHWEST FOR 0.05 MI (0.08 KM) TO THE AIRPORT
 QB1408'OFFICE/HANGAR ON THE RIGHT.  TURN RIGHT AND PROCEED NORTHWEST ACROSS
 QB1408'APRON AND TAXIWAY FOR 0.3 MI (0.5 KM) TO THE END OF THE RUNWAY.
 QB1408'PROCEED ACROSS THE RUNWAY AND TURN LEFT (SOUTH-SOUTHWEST) ONTO THE
 QB1408'U.S.  FOREST SERVICE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE STATION ON
 QB1408'THE LEFT.  THE STATION IS A STANDARD BRONZE NGS VERTICAL CONTROL DISK
 QB1408'STAMPED E 187 RESET 1994 SET FLUSH IN A 12-INCH ROUND CONCRETE
 QB1408'MONUMENT.  IT IS, 49.6 M (162.7 FT) EAST OF THE CENTERLINE OF THE
 QB1408'FOREST SERVICE TAXIWAY, 43.5 M (142.7 FT) WEST OF THE CENTERLINE OF
 QB1408'THE RUNWAY, 29.9 M (98.1 FT) WEST OF A RUNWAY LIGHT AND 0.5 M (1.6 FT)
 QB1408'SOUTH OF A FIBREGLASS WITNESS POST.  THIS IS THE PRIMARY AIRPORT
 QB1408'CONTROL (PAC) STATION.  RECOVERED BY J.E.  DUNFORD III.
 QB1408
 QB1408                          STATION RECOVERY (2000)
 QB1408
 QB1408'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 QB1408'RECOVERED AS DESCRIBED.
 QB1408
 QB1408                          STATION RECOVERY (2000)
 QB1408
 QB1408'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 QB1408'RECOVERED AS DESCRIBED.
 QB1408
 QB1408                          STATION RECOVERY (2005)
 QB1408
 QB1408'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 QB1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0440 ***********************************************************************
 QZ0440  DESIGNATION -  E 188
 QZ0440  PID         -  QZ0440
 QZ0440  STATE/COUNTY-  ID/VALLEY
 QZ0440  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0440
 QZ0440                         *CURRENT SURVEY CONTROL
 QZ0440  ___________________________________________________________________
 QZ0440* NAD 83(1986)-  45 02 02.     (N)    115 43 02.     (W)     SCALED    
 QZ0440* NAVD 88     -      1138.829  (meters)    3736.31   (feet)  ADJUSTED  
 QZ0440  ___________________________________________________________________
 QZ0440  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 QZ0440  DYNAMIC HT  -        1138.353 (meters)    3734.75  (feet)  COMP
 QZ0440  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 QZ0440
 QZ0440  VERT ORDER  -  SECOND    CLASS 0
 QZ0440
 QZ0440.The horizontal coordinates were scaled from a topographic map and have
 QZ0440.an estimated accuracy of +/- 6 seconds.
 QZ0440
 QZ0440.The orthometric height was determined by differential leveling
 QZ0440.and adjusted by the National Geodetic Survey in June 1991..
 QZ0440
 QZ0440.The geoid height was determined by GEOID03.
 QZ0440
 QZ0440.The dynamic height is computed by dividing the NAVD 88
 QZ0440.geopotential number by the normal gravity value computed on the
 QZ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0440.degrees latitude (g = 980.6199 gals.).
 QZ0440
 QZ0440.The modeled gravity was interpolated from observed gravity values.
 QZ0440
 QZ0440;                    North         East    Units  Estimated Accuracy
 QZ0440;SPC ID W     -   374,070.      802,580.      MT  (+/- 180 meters Scaled)
 QZ0440
 QZ0440                          SUPERSEDED SURVEY CONTROL
 QZ0440
 QZ0440  NGVD 29 (??/??/92) 1137.670  (m)         3732.51   (f) ADJ UNCH    2 0
 QZ0440
 QZ0440.Superseded values are not recommended for survey control.
 QZ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0440.See file dsdata.txt to determine how the superseded data were derived.
 QZ0440
 QZ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK010875(NAD 83)
 QZ0440_MARKER: DB = BENCH MARK DISK
 QZ0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0440_SP_SET: CULVERT
 QZ0440_STAMPING: E 188 1959
 QZ0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0440
 QZ0440  HISTORY     - Date     Condition        Report By
 QZ0440  HISTORY     - 1959     MONUMENTED       CGS
 QZ0440  HISTORY     - 1969     MARK NOT FOUND   USGS
 QZ0440
 QZ0440                          STATION DESCRIPTION
 QZ0440
 QZ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0440'5.6 MI NW FROM KRASSEL RANGER STATION.
 QZ0440'4.65 MILES NORTH ALONG SOUTH FORK ROAD FROM KRASSEL RANGER STATION,
 QZ0440'THENCE 0.95 MILE WEST ALONG A GRAVEL ROAD, IN TOP OF A LEDGE OF
 QZ0440'GRANITE OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 17
 QZ0440'FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 110 FEET WEST OF
 QZ0440'THE NORTH END OF A 12-INCH PIPE CULVERT UNDER THE ROAD, 4.6 FEET
 QZ0440'NORTH-NORTHWEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 QZ0440'ROAD.
 QZ0440
 QZ0440                          STATION RECOVERY (1969)
 QZ0440
 QZ0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QZ0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0277 ***********************************************************************
 RA0277  DESIGNATION -  E 189
 RA0277  PID         -  RA0277
 RA0277  STATE/COUNTY-  ID/VALLEY
 RA0277  USGS QUAD   -  BLACK TIP (1979)
 RA0277
 RA0277                         *CURRENT SURVEY CONTROL
 RA0277  ___________________________________________________________________
 RA0277* NAD 83(1986)-  45 07 56.     (N)    116 01 26.     (W)     SCALED    
 RA0277* NAVD 88     -      1708.267  (meters)    5604.54   (feet)  ADJUSTED  
 RA0277  ___________________________________________________________________
 RA0277  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 RA0277  DYNAMIC HT  -        1707.502 (meters)    5602.03  (feet)  COMP
 RA0277  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 RA0277
 RA0277  VERT ORDER  -  SECOND    CLASS 0
 RA0277
 RA0277.The horizontal coordinates were scaled from a topographic map and have
 RA0277.an estimated accuracy of +/- 6 seconds.
 RA0277
 RA0277.The orthometric height was determined by differential leveling
 RA0277.and adjusted by the National Geodetic Survey in June 1991..
 RA0277
 RA0277.The geoid height was determined by GEOID03.
 RA0277
 RA0277.The dynamic height is computed by dividing the NAVD 88
 RA0277.geopotential number by the normal gravity value computed on the
 RA0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0277.degrees latitude (g = 980.6199 gals.).
 RA0277
 RA0277.The modeled gravity was interpolated from observed gravity values.
 RA0277
 RA0277;                    North         East    Units  Estimated Accuracy
 RA0277;SPC ID W     -   385,040.      778,460.      MT  (+/- 180 meters Scaled)
 RA0277
 RA0277                          SUPERSEDED SURVEY CONTROL
 RA0277
 RA0277  NGVD 29 (??/??/92) 1707.036  (m)         5600.50   (f) ADJ UNCH    2 0
 RA0277
 RA0277.Superseded values are not recommended for survey control.
 RA0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0277.See file dsdata.txt to determine how the superseded data were derived.
 RA0277
 RA0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK767981(NAD 83)
 RA0277_MARKER: DB = BENCH MARK DISK
 RA0277_SETTING: 66 = SET IN ROCK OUTCROP
 RA0277_SP_SET: GRANITE OUTCROP
 RA0277_STAMPING: E 189 1959
 RA0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0277+STABILITY: POSITION/ELEVATION WELL
 RA0277
 RA0277  HISTORY     - Date     Condition        Report By
 RA0277  HISTORY     - 1959     MONUMENTED       CGS
 RA0277
 RA0277                          STATION DESCRIPTION
 RA0277
 RA0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0277'13.65 MI S FROM BURGDORF.
 RA0277'13.65 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 RA0277'AT BURGDORF, 0.2 MILE SOUTH OF A WOODEN BRIDGE OVER COUGAR CREEK, 0.2
 RA0277'MILE NORTH OF A POST SUPPORTING A UPPER PAYETTE LAKE SIGN, IN TOP OF A
 RA0277'6-BY 11-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 1 1/2 2 FEET ABOVE
 RA0277'THE GROUND, 37 FEET WEST OF THE CENTER LINE OF THE ROAD, 4.9 FEET EAST
 RA0277'OF A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0220 ***********************************************************************
 OX0220  DESIGNATION -  E 19
 OX0220  PID         -  OX0220
 OX0220  STATE/COUNTY-  ID/TETON
 OX0220  USGS QUAD   -  FOURTH OF JULY PEAK (1978)
 OX0220
 OX0220                         *CURRENT SURVEY CONTROL
 OX0220  ___________________________________________________________________
 OX0220* NAD 83(1999)-  43 35 32.66887(N)    111 08 27.74018(W)     ADJUSTED  
 OX0220* NAVD 88     -      1869.940  (meters)    6134.96   (feet)  ADJUSTED  
 OX0220  ___________________________________________________________________
 OX0220  X           -  -1,669,217.405 (meters)                     COMP
 OX0220  Y           -  -4,316,669.625 (meters)                     COMP
 OX0220  Z           -   4,376,685.958 (meters)                     COMP
 OX0220  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 OX0220  ELLIP HEIGHT-        1860.11  (meters)          (04/27/06) GPS OBS
 OX0220  GEOID HEIGHT-          -9.85  (meters)                     GEOID03
 OX0220  DYNAMIC HT  -        1868.751 (meters)    6131.06  (feet)  COMP
 OX0220  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 OX0220
 OX0220  HORZ ORDER  -  FIRST
 OX0220  VERT ORDER  -  FIRST     CLASS II
 OX0220  ELLP ORDER  -  FIFTH     CLASS I
 OX0220
 OX0220.The horizontal coordinates were established by GPS observations
 OX0220.and adjusted by the DAVID EVANS + ASSOC in April 2006..
 OX0220.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OX0220.DATUM ITEM on the data sheet items page.
 OX0220
 OX0220.The orthometric height was determined by differential leveling
 OX0220.and adjusted by the National Geodetic Survey in June 1991..
 OX0220
 OX0220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OX0220
 OX0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0220
 OX0220.The ellipsoidal height was determined by GPS observations
 OX0220.and is referenced to NAD 83.
 OX0220
 OX0220.The geoid height was determined by GEOID03.
 OX0220
 OX0220.The dynamic height is computed by dividing the NAVD 88
 OX0220.geopotential number by the normal gravity value computed on the
 OX0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0220.degrees latitude (g = 980.6199 gals.).
 OX0220
 OX0220.The modeled gravity was interpolated from observed gravity values.
 OX0220
 OX0220;                    North         East     Units Scale Factor Converg.
 OX0220;SPC ID E     -   214,421.881   282,818.615   MT  1.00003170   +0 42 26.0
 OX0220;UTM  12      - 4,826,613.780   488,615.206   MT  0.99960159   -0 05 50.1
 OX0220
 OX0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0220!SPC ID E     -   0.99970840  x   1.00003170  =   0.99974009
 OX0220!UTM  12      -   0.99970840  x   0.99960159  =   0.99931010
 OX0220
 OX0220                          SUPERSEDED SURVEY CONTROL
 OX0220
 OX0220  NAVD 88 (04/27/06) 1869.94   (m)         6135.0    (f) LEVELING    3  
 OX0220  NGVD 29 (??/??/92) 1868.674  (m)         6130.81   (f) ADJ UNCH    1 2
 OX0220
 OX0220.Superseded values are not recommended for survey control.
 OX0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0220.See file dsdata.txt to determine how the superseded data were derived.
 OX0220
 OX0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP8861526614(NAD 83)
 OX0220_MARKER: DB = BENCH MARK DISK
 OX0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0220_STAMPING: E 19 1934
 OX0220_MARK LOGO: CGS   
 OX0220_PROJECTION: PROJECTING 8 CENTIMETERS
 OX0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0220+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 OX0220
 OX0220  HISTORY     - Date     Condition        Report By
 OX0220  HISTORY     - 1934     MONUMENTED       CGS
 OX0220  HISTORY     - 1974     GOOD             USGS
 OX0220  HISTORY     - 19940523 GOOD             IDDT
 OX0220  HISTORY     - 20001011 GOOD             IDTD
 OX0220  HISTORY     - 20050505 GOOD             IDTD
 OX0220  HISTORY     - 20051206 GOOD             EVANS
 OX0220  HISTORY     - 20060411 GOOD             EVANS
 OX0220
 OX0220                          STATION DESCRIPTION
 OX0220
 OX0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0220'1.7 MI W FROM VICTOR.
 OX0220'1.7 MILES WEST ALONG STATE HIGHWAY 31 FROM VICTOR, TETON COUNTY, 5.0
 OX0220'MILES EAST OF PINE CREEK PASS, ABOUT 250 FEET SOUTHWEST OF A RANCH
 OX0220'HOUSE, 53.5 FEET SOUTHEAST OF THE JUNCTION WITH A SIDE ROAD, 36.4 FEET
 OX0220'EAST OF THE CENTERLINE OF THE SIDE ROAD, 38.4 FEET SOUTH OF THE
 OX0220'CENTERLINE OF THE HIGHWAY 7.5 FEET EAST OF THE NORTHWEST CORNER OF A
 OX0220'FENCE, AND 3.4 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED E 19
 OX0220'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0220
 OX0220                          STATION RECOVERY (1974)
 OX0220
 OX0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0220'1.7 MILES WEST ALONG STATE HWY 31 FROM VICTOR, 5.0 MILES EAST OF PINE
 OX0220'CREEK PASS, AT A CROSSROADS, 40 FT S. OF CENTERLINE HWY 31, 36 FT
 OX0220'EAST OF COUNTY ROAD, 6 FT ESE OF A RURAL POWER POLE, IN AN OLD FENCE
 OX0220'LINE. A STANDARD DISK, STAMPED E 19 1934 AND SET IN THE TOP OF A
 OX0220'CONCRETE POST.
 OX0220
 OX0220                          STATION RECOVERY (1994)
 OX0220
 OX0220'RECOVERY NOTE BY ID DEPT OF TRANSP 1994 (GDJ)
 OX0220'RECOVERED IN GOOD CONDITION.  THE 1974 TO REACH IS ADEQUATE EXCEPT ADD
 OX0220'1.3 M (4.3 FT) NORTH OF A WITNESS POST.
 OX0220
 OX0220                          STATION RECOVERY (2000)
 OX0220
 OX0220'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 OX0220'2.940 KM WEST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF STATE
 OX0220'HIGHWAYS 31 AND 33 IN VICTOR TO MILEPOST 19.198, IN THE SOUTHEAST
 OX0220'QUADRANT OF AN INTERSECTION, 12.2 METERS SOUTH OF THE HIGHWAY
 OX0220'CENTERLINE, 1.8 METERS EAST-SOUTHEAST OF A POWER POLE, AND 1.3 METERS
 OX0220'NORTH OF A WITNESS POST.
 OX0220
 OX0220                          STATION RECOVERY (2005)
 OX0220
 OX0220'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (GDJ)
 OX0220'OPUS POSITION SOLUTION (NAD 83), (CORS96), (EPOCH 2002.000) = 43 35
 OX0220'32.66902 N.,  111  08 27.74014 W., OBSERVED ELLIP. HT = 1860.089
 OX0220'METERS.
 OX0220
 OX0220                          STATION RECOVERY (2005)
 OX0220
 OX0220'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005
 OX0220'RECOVERED AS DESCRIBED.
 OX0220
 OX0220                          STATION RECOVERY (2006)
 OX0220
 OX0220'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (JOA)
 OX0220'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0259 ***********************************************************************
 RA0259  DESIGNATION -  E 190
 RA0259  PID         -  RA0259
 RA0259  STATE/COUNTY-  ID/IDAHO
 RA0259  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0259
 RA0259                         *CURRENT SURVEY CONTROL
 RA0259  ___________________________________________________________________
 RA0259* NAD 83(1986)-  45 24 30.     (N)    116 00 58.     (W)     SCALED    
 RA0259* NAVD 88     -      1243.754  (meters)    4080.55   (feet)  ADJUSTED  
 RA0259  ___________________________________________________________________
 RA0259  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 RA0259  DYNAMIC HT  -        1243.382 (meters)    4079.33  (feet)  COMP
 RA0259  MODELED GRAV-     980,274.0   (mgal)                       NAVD 88
 RA0259
 RA0259  VERT ORDER  -  SECOND    CLASS 0
 RA0259
 RA0259.The horizontal coordinates were scaled from a topographic map and have
 RA0259.an estimated accuracy of +/- 6 seconds.
 RA0259
 RA0259.The orthometric height was determined by differential leveling
 RA0259.and adjusted by the National Geodetic Survey in June 1991..
 RA0259
 RA0259.The geoid height was determined by GEOID03.
 RA0259
 RA0259.The dynamic height is computed by dividing the NAVD 88
 RA0259.geopotential number by the normal gravity value computed on the
 RA0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0259.degrees latitude (g = 980.6199 gals.).
 RA0259
 RA0259.The modeled gravity was interpolated from observed gravity values.
 RA0259
 RA0259;                    North         East    Units  Estimated Accuracy
 RA0259;SPC ID W     -   415,720.      779,170.      MT  (+/- 180 meters Scaled)
 RA0259
 RA0259                          SUPERSEDED SURVEY CONTROL
 RA0259
 RA0259  NGVD 29 (??/??/92) 1242.671  (m)         4077.00   (f) ADJ UNCH    2 0
 RA0259
 RA0259.Superseded values are not recommended for survey control.
 RA0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0259.See file dsdata.txt to determine how the superseded data were derived.
 RA0259
 RA0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL769287(NAD 83)
 RA0259_MARKER: DB = BENCH MARK DISK
 RA0259_SETTING: 66 = SET IN ROCK OUTCROP
 RA0259_SP_SET: GRANITE CUT
 RA0259_STAMPING: E 190 1959
 RA0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0259+STABILITY: POSITION/ELEVATION WELL
 RA0259
 RA0259  HISTORY     - Date     Condition        Report By
 RA0259  HISTORY     - 1959     MONUMENTED       CGS
 RA0259
 RA0259                          STATION DESCRIPTION
 RA0259
 RA0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0259'6.4 MI S FROM FRENCH CREEK.
 RA0259'6.4 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ABANDONED LODGE AT FRENCH
 RA0259'CREEK, 0.3 MILE SOUTH OF THE CENTER OF A SWITCHBACK, SET VERTICALLY IN
 RA0259'THE WEST FACE OF A SHEER GRANITE CUT, 8 FEET EAST OF THE CENTER LINE
 RA0259'OF THE ROAD, 11.2 FEET SOUTH OF A WITNESS POST, AND ABOUT 3 FEET
 RA0259'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0485 ***********************************************************************
 OX0485  DESIGNATION -  E 20
 OX0485  PID         -  OX0485
 OX0485  STATE/COUNTY-  ID/BONNEVILLE
 OX0485  USGS QUAD   -  RIGBY SE (1979)
 OX0485
 OX0485                         *CURRENT SURVEY CONTROL
 OX0485  ___________________________________________________________________
 OX0485* NAD 83(1986)-  43 36 28.     (N)    111 48 16.     (W)     SCALED    
 OX0485* NAVD 88     -      1503.426  (meters)    4932.49   (feet)  ADJUSTED  
 OX0485  ___________________________________________________________________
 OX0485  GEOID HEIGHT-         -11.15  (meters)                     GEOID03
 OX0485  DYNAMIC HT  -        1502.625 (meters)    4929.86  (feet)  COMP
 OX0485  MODELED GRAV-     980,034.1   (mgal)                       NAVD 88
 OX0485
 OX0485  VERT ORDER  -  FIRST     CLASS II
 OX0485
 OX0485.The horizontal coordinates were scaled from a topographic map and have
 OX0485.an estimated accuracy of +/- 6 seconds.
 OX0485
 OX0485.The orthometric height was determined by differential leveling
 OX0485.and adjusted by the National Geodetic Survey in June 1991..
 OX0485
 OX0485.The geoid height was determined by GEOID03.
 OX0485
 OX0485.The dynamic height is computed by dividing the NAVD 88
 OX0485.geopotential number by the normal gravity value computed on the
 OX0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0485.degrees latitude (g = 980.6199 gals.).
 OX0485
 OX0485.The modeled gravity was interpolated from observed gravity values.
 OX0485
 OX0485;                    North         East    Units  Estimated Accuracy
 OX0485;SPC ID E     -   215,680.      229,240.      MT  (+/- 180 meters Scaled)
 OX0485
 OX0485                          SUPERSEDED SURVEY CONTROL
 OX0485
 OX0485  NGVD 29 (??/??/92) 1502.321  (m)         4928.86   (f) ADJ UNCH    1 2
 OX0485
 OX0485.Superseded values are not recommended for survey control.
 OX0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0485.See file dsdata.txt to determine how the superseded data were derived.
 OX0485
 OX0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP350286(NAD 83)
 OX0485_MARKER: DB = BENCH MARK DISK
 OX0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0485_STAMPING: E 20 1934
 OX0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0485+STABILITY: SURFACE MOTION
 OX0485
 OX0485  HISTORY     - Date     Condition        Report By
 OX0485  HISTORY     - 1934     MONUMENTED       CGS
 OX0485  HISTORY     - 1984     GOOD             BPA
 OX0485  HISTORY     - 19990601 GOOD             IDTD
 OX0485
 OX0485                          STATION DESCRIPTION
 OX0485
 OX0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0485'2.1 MI SW FROM RIRIE.
 OX0485'2.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM RIRIE,
 OX0485'BONNEVILLE COUNTY, 0.1 MILE NORTHEAST OF MILEPOST 14, 83.3 FEET NORTH
 OX0485'OF THE CENTER OF A ROAD CROSSING, 44.3 FEET NORTHWEST OF THE NORTHWEST
 OX0485'RAIL, 36.2 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 3.5 FEET EAST
 OX0485'OF THE SOUTHWEST CORNER OF A FENCE.  A STANDARD DISK, STAMPED E 20
 OX0485'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0485
 OX0485                          STATION RECOVERY (1984)
 OX0485
 OX0485'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1984
 OX0485'RECOVERED IN GOOD CONDITION.
 OX0485
 OX0485                          STATION RECOVERY (1999)
 OX0485
 OX0485'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OX0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0656 ***********************************************************************
 RY0656  DESIGNATION -  E 202
 RY0656  PID         -  RY0656
 RY0656  STATE/COUNTY-  ID/CLEARWATER
 RY0656  USGS QUAD   -  HEADQUARTERS (1994)
 RY0656
 RY0656                         *CURRENT SURVEY CONTROL
 RY0656  ___________________________________________________________________
 RY0656* NAD 83(1986)-  46 42 08.     (N)    115 48 06.     (W)     SCALED    
 RY0656* NAVD 88     -       994.392  (meters)    3262.43   (feet)  ADJUSTED  
 RY0656  ___________________________________________________________________
 RY0656  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 RY0656  DYNAMIC HT  -         994.266 (meters)    3262.02  (feet)  COMP
 RY0656  MODELED GRAV-     980,453.4   (mgal)                       NAVD 88
 RY0656
 RY0656  VERT ORDER  -  SECOND    CLASS 0
 RY0656
 RY0656.The horizontal coordinates were scaled from a topographic map and have
 RY0656.an estimated accuracy of +/- 6 seconds.
 RY0656
 RY0656.The orthometric height was determined by differential leveling
 RY0656.and adjusted by the National Geodetic Survey in June 1991..
 RY0656
 RY0656.The geoid height was determined by GEOID03.
 RY0656
 RY0656.The dynamic height is computed by dividing the NAVD 88
 RY0656.geopotential number by the normal gravity value computed on the
 RY0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0656.degrees latitude (g = 980.6199 gals.).
 RY0656
 RY0656.The modeled gravity was interpolated from observed gravity values.
 RY0656
 RY0656;                    North         East    Units  Estimated Accuracy
 RY0656;SPC ID W     -   559,490.      796,050.      MT  (+/- 180 meters Scaled)
 RY0656
 RY0656                          SUPERSEDED SURVEY CONTROL
 RY0656
 RY0656  NGVD 29 (??/??/92)  993.257  (m)         3258.71   (f) ADJ UNCH    2 0
 RY0656
 RY0656.Superseded values are not recommended for survey control.
 RY0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0656.See file dsdata.txt to determine how the superseded data were derived.
 RY0656
 RY0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM916727(NAD 83)
 RY0656_MARKER: DB = BENCH MARK DISK
 RY0656_SETTING: 80 = SET IN A BOULDER
 RY0656_STAMPING: E 202 1959
 RY0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0656+STABILITY: SURFACE MOTION
 RY0656
 RY0656  HISTORY     - Date     Condition        Report By
 RY0656  HISTORY     - 1959     MONUMENTED       CGS
 RY0656  HISTORY     - 1978     GOOD             NGS
 RY0656
 RY0656                          STATION DESCRIPTION
 RY0656
 RY0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0656'7.05 MI N FROM HEADQUARTERS.
 RY0656'ABOUT 7.05 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0656'OFFICE AT HEADQUARTERS, 0.1 MILE SOUTH OF THE CROSSING OF A LOGGING
 RY0656'COMPANY RAILROAD, IN THE TOP OF A 10-BY 8-FOOT BOULDER WHICH PROJECTS
 RY0656'ABOUT 4 FEET ABOVE THE GROUND, 26 FEET EAST OF THE CENTER LINE OF THE
 RY0656'ROAD, 34 FEET WEST OF THE WEST BANK OF A SMALL CREEK, 3.9 FEET EAST OF
 RY0656'A WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
 RY0656
 RY0656                          STATION RECOVERY (1978)
 RY0656
 RY0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RY0656'REACHED FROM THE MAIN ROAD INTERSECTION IN THE VILLAGE OF
 RY0656'HEADQUARTERS BY GOING NORTHERLY ON FOREST SERVICE ROAD NO 247 FOR 1.5
 RY0656'MILES KEEP RIGHT FORK 4.7 MILES TO AN OLD CROSSROAD ON A CURVE TO THE
 RY0656'LEFT TURN SHARP LEFT AND FOLLOW THE OLD ROAD ABOUT 400 FEET TO THE
 RY0656'MARK ON THE LEFT 25 FEET EAST OF AND 2 FEET LOWER THAN THE CENTER OF
 RY0656'THE ROAD ABOUT 50 YARDS WEST OF THE NORTH END OF A HIGH CUT BANK ON
 RY0656'THE NEW BLACKTOP ROAD 9 FEET EAST OF A METAL WITNESS POST AND 3 FEET
 RY0656'EAST OF AN OLDER WITNESS POST A STANDARD DISK SET IN AN 8-FOOT
 RY0656'WEDGE-SHAPED BOULDER BETWEEN THE OLD ROAD AND THE CREEK. MARK IS NEAR
 RY0656'THE NORTH END OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0108 ***********************************************************************
 RZ0108  DESIGNATION -  E 203
 RZ0108  PID         -  RZ0108
 RZ0108  STATE/COUNTY-  ID/CLEARWATER
 RZ0108  USGS QUAD   -  LITTLE GREEN MOUNTAIN (1994)
 RZ0108
 RZ0108                         *CURRENT SURVEY CONTROL
 RZ0108  ___________________________________________________________________
 RZ0108* NAD 83(1986)-  46 38 35.     (N)    116 01 26.     (W)     SCALED    
 RZ0108* NAVD 88     -       374.923  (meters)    1230.06   (feet)  ADJUSTED  
 RZ0108  ___________________________________________________________________
 RZ0108  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 RZ0108  DYNAMIC HT  -         374.893 (meters)    1229.96  (feet)  COMP
 RZ0108  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 RZ0108
 RZ0108  VERT ORDER  -  SECOND    CLASS 0
 RZ0108
 RZ0108.The horizontal coordinates were scaled from a topographic map and have
 RZ0108.an estimated accuracy of +/- 6 seconds.
 RZ0108
 RZ0108.The orthometric height was determined by differential leveling
 RZ0108.and adjusted by the National Geodetic Survey in June 1991..
 RZ0108
 RZ0108.The geoid height was determined by GEOID03.
 RZ0108
 RZ0108.The dynamic height is computed by dividing the NAVD 88
 RZ0108.geopotential number by the normal gravity value computed on the
 RZ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0108.degrees latitude (g = 980.6199 gals.).
 RZ0108
 RZ0108.The modeled gravity was interpolated from observed gravity values.
 RZ0108
 RZ0108;                    North         East    Units  Estimated Accuracy
 RZ0108;SPC ID W     -   552,950.      779,030.      MT  (+/- 180 meters Scaled)
 RZ0108
 RZ0108                          SUPERSEDED SURVEY CONTROL
 RZ0108
 RZ0108  NGVD 29 (??/??/92)  373.844  (m)         1226.52   (f) ADJ UNCH    2 0
 RZ0108
 RZ0108.Superseded values are not recommended for survey control.
 RZ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0108.See file dsdata.txt to determine how the superseded data were derived.
 RZ0108
 RZ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM747659(NAD 83)
 RZ0108_MARKER: DB = BENCH MARK DISK
 RZ0108_SETTING: 80 = SET IN A BOULDER
 RZ0108_STAMPING: E 203 1959
 RZ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0108+STABILITY: SURFACE MOTION
 RZ0108
 RZ0108  HISTORY     - Date     Condition        Report By
 RZ0108  HISTORY     - 1959     MONUMENTED       CGS
 RZ0108
 RZ0108                          STATION DESCRIPTION
 RZ0108
 RZ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RZ0108'23.2 MI NE FROM AHSAHKA.
 RZ0108'ABOUT 23.2 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RZ0108'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE NORTHWEST SIDE OF THE
 RZ0108'RIVER, 0.1 MILE EAST OF BOOM ROCK, NORTH OF THE EAST END OF BOOM ROCK
 RZ0108'RIFFLE, IN THE TOP OF A 12- BY 12-FOOT BOULDER WHICH PROJECTS OUT OF
 RZ0108'THE RIVER, AND ABOUT 8 FEET HIGHER THAN THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0671 ***********************************************************************
 RY0671  DESIGNATION -  E 204
 RY0671  PID         -  RY0671
 RY0671  STATE/COUNTY-  ID/CLEARWATER
 RY0671  USGS QUAD   -  BERTHA HILL (1994)
 RY0671
 RY0671                         *CURRENT SURVEY CONTROL
 RY0671  ___________________________________________________________________
 RY0671* NAD 83(1986)-  46 46 56.     (N)    115 52 21.     (W)     SCALED    
 RY0671* NAVD 88     -       939.527  (meters)    3082.43   (feet)  ADJUSTED  
 RY0671  ___________________________________________________________________
 RY0671  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 RY0671  DYNAMIC HT  -         939.395 (meters)    3082.00  (feet)  COMP
 RY0671  MODELED GRAV-     980,442.5   (mgal)                       NAVD 88
 RY0671
 RY0671  VERT ORDER  -  SECOND    CLASS 0
 RY0671
 RY0671.The horizontal coordinates were scaled from a topographic map and have
 RY0671.an estimated accuracy of +/- 6 seconds.
 RY0671
 RY0671.The orthometric height was determined by differential leveling
 RY0671.and adjusted by the National Geodetic Survey in June 1991..
 RY0671
 RY0671.The geoid height was determined by GEOID03.
 RY0671
 RY0671.The dynamic height is computed by dividing the NAVD 88
 RY0671.geopotential number by the normal gravity value computed on the
 RY0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0671.degrees latitude (g = 980.6199 gals.).
 RY0671
 RY0671.The modeled gravity was interpolated from observed gravity values.
 RY0671
 RY0671;                    North         East    Units  Estimated Accuracy
 RY0671;SPC ID W     -   568,390.      790,650.      MT  (+/- 180 meters Scaled)
 RY0671
 RY0671                          SUPERSEDED SURVEY CONTROL
 RY0671
 RY0671  NGVD 29 (??/??/92)  938.379  (m)         3078.67   (f) ADJ UNCH    2 0
 RY0671
 RY0671.Superseded values are not recommended for survey control.
 RY0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0671.See file dsdata.txt to determine how the superseded data were derived.
 RY0671
 RY0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM860815(NAD 83)
 RY0671_MARKER: DB = BENCH MARK DISK
 RY0671_SETTING: 80 = SET IN A BOULDER
 RY0671_STAMPING: E 204 1959
 RY0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0671+STABILITY: SURFACE MOTION
 RY0671
 RY0671  HISTORY     - Date     Condition        Report By
 RY0671  HISTORY     - 1959     MONUMENTED       CGS
 RY0671  HISTORY     - 1978     GOOD             NGS
 RY0671
 RY0671                          STATION DESCRIPTION
 RY0671
 RY0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0671'18.7 MI N FROM HEADQUARTERS.
 RY0671'ABOUT 18.7 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0671'OFFICE AT HEADQUARTERS, 0.3 MILE SOUTHEAST OF A LARGE RED BARN, 0.1
 RY0671'MILE SOUTHEAST OF A WOODEN BRIDGE, ON THE INSIDE AND AT THE UPHILL END
 RY0671'OF A U TURN, IN THE TOP OF A LARGE BOULDER, 20 FEET NORTH OF THE
 RY0671'CENTER LINE OF THE ROAD, 5.7 FEET SOUTHEAST OF A WITNESS POST, AND
 RY0671'ABOUT 6 FEET HIGHER THAN THE ROAD.
 RY0671
 RY0671                          STATION RECOVERY (1978)
 RY0671
 RY0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RY0671'REACHED FROM THE HEADQUARTERS POST OFFICE BY GOING NORTH ON THE
 RY0671'MACADAM ROAD FOR 8.5 MILES TO A FORK, TAKE THE LEFT FORK, AND GO
 RY0671'NORTHWEST ON THE DIRT ROAD FOR 0.45 MILE TO A FORK, RIGHT FORK TO
 RY0671'BERTHA HILL LOOKOUT, TAKE THE LEFT FORK STRAIGHT AHEAD FOR 3.4 MILES
 RY0671'TO A T ROAD JUNCTION WITH A GRAVEL ROAD, TURN RIGHT, AND GO NORTHWEST
 RY0671'ON THE GRAVEL ROAD FOR 2.2 MILES TO A ROAD JUNCTION AT TOWNSHIP
 RY0671'SADDLE, TURN LEFT, AND GO NORTHWEST, DOWN-GRADE FOR 4.2 MILES TO THE
 RY0671'MARK ON THE RIGHT, 1.7 MILES SOUTHEAST OF ARMSTRONG SUMMIT, 0.4 MILE
 RY0671'SOUTHEAST OF AN OLD RANCH SITE, 0.15 MILE SOUTHEAST OF AN OLD WOODEN
 RY0671'BRIDGE, 20 FEET NORTH OF THE CENTER OF THE ROAD, AND 6 FEET HIGHER
 RY0671'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0698 ***********************************************************************
 RY0698  DESIGNATION -  E 205
 RY0698  PID         -  RY0698
 RY0698  STATE/COUNTY-  ID/CLEARWATER
 RY0698  USGS QUAD   -  THOMPSON POINT (1994)
 RY0698
 RY0698                         *CURRENT SURVEY CONTROL
 RY0698  ___________________________________________________________________
 RY0698* NAD 83(1986)-  46 49 44.     (N)    115 37 58.     (W)     SCALED    
 RY0698* NAVD 88     -       667.513  (meters)    2190.00   (feet)  ADJUSTED  
 RY0698  ___________________________________________________________________
 RY0698  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 RY0698  DYNAMIC HT  -         667.401 (meters)    2189.63  (feet)  COMP
 RY0698  MODELED GRAV-     980,427.6   (mgal)                       NAVD 88
 RY0698
 RY0698  VERT ORDER  -  SECOND    CLASS 0
 RY0698
 RY0698.The horizontal coordinates were scaled from a topographic map and have
 RY0698.an estimated accuracy of +/- 6 seconds.
 RY0698
 RY0698.The orthometric height was determined by differential leveling
 RY0698.and adjusted by the National Geodetic Survey in June 1991..
 RY0698
 RY0698.The geoid height was determined by GEOID03.
 RY0698
 RY0698.The dynamic height is computed by dividing the NAVD 88
 RY0698.geopotential number by the normal gravity value computed on the
 RY0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0698.degrees latitude (g = 980.6199 gals.).
 RY0698
 RY0698.The modeled gravity was interpolated from observed gravity values.
 RY0698
 RY0698;                    North         East    Units  Estimated Accuracy
 RY0698;SPC ID W     -   573,580.      808,940.      MT  (+/- 180 meters Scaled)
 RY0698
 RY0698                          SUPERSEDED SURVEY CONTROL
 RY0698
 RY0698  NGVD 29 (??/??/92)  666.336  (m)         2186.14   (f) ADJ UNCH    2 0
 RY0698
 RY0698.Superseded values are not recommended for survey control.
 RY0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0698.See file dsdata.txt to determine how the superseded data were derived.
 RY0698
 RY0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM042870(NAD 83)
 RY0698_MARKER: DB = BENCH MARK DISK
 RY0698_SETTING: 80 = SET IN A BOULDER
 RY0698_STAMPING: E 205 1959
 RY0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0698+STABILITY: SURFACE MOTION
 RY0698
 RY0698  HISTORY     - Date     Condition        Report By
 RY0698  HISTORY     - 1959     MONUMENTED       CGS
 RY0698
 RY0698                          STATION DESCRIPTION
 RY0698
 RY0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0698'6.75 MI N FROM CAMP 14.
 RY0698'ABOUT 5.3 MILES NORTH ALONG A GRAVEL ROAD FROM A LOGGING COMPANY
 RY0698'RAILROAD OFFICE AT CAMP 14, THENCE 1.45 MILES EAST ALONG A GRAVEL ROAD
 RY0698'LEADING TO CANYON RANGER STATION, 0.8 MILE SOUTH OF A SMALL CREEK, SET
 RY0698'VERTICALLY IN A LARGE BOULDER, 8 FEET EAST OF THE CENTER LINE OF THE
 RY0698'ROAD, 3.0 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 3 1/2 FEET
 RY0698'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0439 ***********************************************************************
 RY0439  DESIGNATION -  E 216
 RY0439  PID         -  RY0439
 RY0439  STATE/COUNTY-  ID/IDAHO
 RY0439  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0439
 RY0439                         *CURRENT SURVEY CONTROL
 RY0439  ___________________________________________________________________
 RY0439* NAD 83(1986)-  46 26 45.     (N)    115 30 16.     (W)     SCALED    
 RY0439* NAVD 88     -      1919.058  (meters)    6296.11   (feet)  ADJUSTED  
 RY0439  ___________________________________________________________________
 RY0439  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RY0439  DYNAMIC HT  -        1918.420 (meters)    6294.02  (feet)  COMP
 RY0439  MODELED GRAV-     980,212.3   (mgal)                       NAVD 88
 RY0439
 RY0439  VERT ORDER  -  FIRST     CLASS II
 RY0439
 RY0439.The horizontal coordinates were scaled from a topographic map and have
 RY0439.an estimated accuracy of +/- 6 seconds.
 RY0439
 RY0439.The orthometric height was determined by differential leveling
 RY0439.and adjusted by the National Geodetic Survey in June 1991..
 RY0439.WARNING-Repeat measurements at this control monument indicate possible
 RY0439.vertical movement.
 RY0439
 RY0439.The geoid height was determined by GEOID03.
 RY0439
 RY0439.The dynamic height is computed by dividing the NAVD 88
 RY0439.geopotential number by the normal gravity value computed on the
 RY0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0439.degrees latitude (g = 980.6199 gals.).
 RY0439
 RY0439.The modeled gravity was interpolated from observed gravity values.
 RY0439
 RY0439;                    North         East    Units  Estimated Accuracy
 RY0439;SPC ID W     -   531,020.      818,870.      MT  (+/- 180 meters Scaled)
 RY0439
 RY0439                          SUPERSEDED SURVEY CONTROL
 RY0439
 RY0439  NGVD 29 (??/??/92) 1917.729  (m)         6291.75   (f) ADJ UNCH    1 2
 RY0439
 RY0439.Superseded values are not recommended for survey control.
 RY0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0439.See file dsdata.txt to determine how the superseded data were derived.
 RY0439
 RY0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM148446(NAD 83)
 RY0439_MARKER: DB = BENCH MARK DISK
 RY0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0439_STAMPING: E 216 1935
 RY0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0439+STABILITY: SURFACE MOTION
 RY0439
 RY0439  HISTORY     - Date     Condition        Report By
 RY0439  HISTORY     - 1935     MONUMENTED       CGS
 RY0439  HISTORY     - 1950     GOOD             NGS
 RY0439
 RY0439                          STATION DESCRIPTION
 RY0439
 RY0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0439'11.1 MI W FROM SHERMAN SADDLE.
 RY0439'11.1 MILES WEST ALONG THE LOLO TRAIL ROAD FROM SHERMAN SADDLE, 28.9
 RY0439'MILES SOUTHEAST OF PIERCE, IDAHO, 0.65 MILE NORTHEAST OF THE JUNCTION
 RY0439'OF A DIRT ROAD LEADING NORTH TO THE OLD ROCKY RIDGE LOOKOUT, AT A
 RY0439'SADDLE IN ROCKY RIDGE, 61 FEET NORTHEAST OF THE CENTER LINE OF THE
 RY0439'ROAD, 45.7 FEET NORTHEAST OF A LONE 15-INCH WHITE FIR TREE MARKED WITH
 RY0439'A WHITE PAINTED TRIANGULAR BLAZE AND GROWING ON THE NORTHEAST EDGE OF
 RY0439'THE ROAD, 21.2 FEET NORTH OF A 15-INCH STUMP MARKED BY THE WHITE
 RY0439'PAINTED LETTERS B M, 2.8 FEET NORTHWEST OF A WITNESS POST, ABOUT 7
 RY0439'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RY0439'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0252 ***********************************************************************
 QB0252  DESIGNATION -  E 217
 QB0252  PID         -  QB0252
 QB0252  STATE/COUNTY-  ID/WASHINGTON
 QB0252  USGS QUAD   -  OLDS FERRY (1974)
 QB0252
 QB0252                         *CURRENT SURVEY CONTROL
 QB0252  ___________________________________________________________________
 QB0252* NAD 83(1986)-  44 19 28.     (N)    117 11 43.     (W)     SCALED    
 QB0252* NAVD 88     -       632.604  (meters)    2075.47   (feet)  ADJUSTED  
 QB0252  ___________________________________________________________________
 QB0252  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 QB0252  DYNAMIC HT  -         632.443 (meters)    2074.94  (feet)  COMP
 QB0252  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 QB0252
 QB0252  VERT ORDER  -  FIRST     CLASS II
 QB0252
 QB0252.The horizontal coordinates were scaled from a topographic map and have
 QB0252.an estimated accuracy of +/- 6 seconds.
 QB0252
 QB0252.The orthometric height was determined by differential leveling
 QB0252.and adjusted by the National Geodetic Survey in June 1991..
 QB0252
 QB0252.The geoid height was determined by GEOID03.
 QB0252
 QB0252.The dynamic height is computed by dividing the NAVD 88
 QB0252.geopotential number by the normal gravity value computed on the
 QB0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0252.degrees latitude (g = 980.6199 gals.).
 QB0252
 QB0252.The modeled gravity was interpolated from observed gravity values.
 QB0252
 QB0252;                    North         East    Units  Estimated Accuracy
 QB0252;SPC ID W     -   296,260.      684,720.      MT  (+/- 180 meters Scaled)
 QB0252
 QB0252                          SUPERSEDED SURVEY CONTROL
 QB0252
 QB0252  NGVD 29 (??/??/92)  631.629  (m)         2072.27   (f) ADJ UNCH    1 2
 QB0252
 QB0252.Superseded values are not recommended for survey control.
 QB0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0252.See file dsdata.txt to determine how the superseded data were derived.
 QB0252
 QB0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK844079(NAD 83)
 QB0252_MARKER: DB = BENCH MARK DISK
 QB0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0252_SP_SET: CULVERT
 QB0252_STAMPING: E 217 1941
 QB0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0252
 QB0252  HISTORY     - Date     Condition        Report By
 QB0252  HISTORY     - 1941     MONUMENTED       CGS
 QB0252
 QB0252                          STATION DESCRIPTION
 QB0252
 QB0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0252'2.7 MI W FROM OLDS FERRY.
 QB0252'ABOUT 2.7 MILES WEST OF OLDS FERRY, WASHINGTON COUNTY, ON OREGON SHORT
 QB0252'LINE RR, IN WEST WINGWALL ON NORTH END OF CULVERT 532.91.  A STANDARD
 QB0252'DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0295 ***********************************************************************
 QB0295  DESIGNATION -  E 218
 QB0295  PID         -  QB0295
 QB0295  STATE/COUNTY-  ID/WASHINGTON
 QB0295  USGS QUAD   -  WEISER SOUTH (1951)
 QB0295
 QB0295                         *CURRENT SURVEY CONTROL
 QB0295  ___________________________________________________________________
 QB0295* NAD 83(1986)-  44 09 33.     (N)    116 53 27.     (W)     SCALED    
 QB0295* NAVD 88     -       646.225  (meters)    2120.16   (feet)  ADJUSTED  
 QB0295  ___________________________________________________________________
 QB0295  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 QB0295  DYNAMIC HT  -         646.042 (meters)    2119.56  (feet)  COMP
 QB0295  MODELED GRAV-     980,314.8   (mgal)                       NAVD 88
 QB0295
 QB0295  VERT ORDER  -  FIRST     CLASS II
 QB0295
 QB0295.The horizontal coordinates were scaled from a topographic map and have
 QB0295.an estimated accuracy of +/- 6 seconds.
 QB0295
 QB0295.The orthometric height was determined by differential leveling
 QB0295.and adjusted by the National Geodetic Survey in June 1991..
 QB0295
 QB0295.The geoid height was determined by GEOID03.
 QB0295
 QB0295.The dynamic height is computed by dividing the NAVD 88
 QB0295.geopotential number by the normal gravity value computed on the
 QB0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0295.degrees latitude (g = 980.6199 gals.).
 QB0295
 QB0295.The modeled gravity was interpolated from observed gravity values.
 QB0295
 QB0295;                    North         East    Units  Estimated Accuracy
 QB0295;SPC ID W     -   277,510.      708,750.      MT  (+/- 180 meters Scaled)
 QB0295
 QB0295                          SUPERSEDED SURVEY CONTROL
 QB0295
 QB0295  NGVD 29 (??/??/92)  645.248  (m)         2116.95   (f) ADJ UNCH    1 2
 QB0295
 QB0295.Superseded values are not recommended for survey control.
 QB0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0295.See file dsdata.txt to determine how the superseded data were derived.
 QB0295
 QB0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ087895(NAD 83)
 QB0295_MARKER: DD = SURVEY DISK
 QB0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0295_STAMPING: E 218 1941 PCC 306+99.4 28 FT.
 QB0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0295+STABILITY: SURFACE MOTION
 QB0295
 QB0295  HISTORY     - Date     Condition        Report By
 QB0295  HISTORY     - 1941     MONUMENTED       IDPWD
 QB0295  HISTORY     - 1948     GOOD             NGS
 QB0295  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0295
 QB0295                          STATION DESCRIPTION
 QB0295
 QB0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QB0295'7.1 MI SE FROM WEISER.
 QB0295'7.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QB0295'AT WEISER, WASHINGTON COUNTY, 90 FEET SOUTH OF MILEPOST 509, 60 FEET
 QB0295'EAST OF THE CENTERLINE OF THE TRACK, 25 FEET WEST OF THE CENTERLINE OF
 QB0295'U.S. HIGHWAY 30 N, AT THE RIGHT-OF-WAY FENCE, AND NEAR A WHITE WOODEN
 QB0295'WITNESS POST.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK,
 QB0295'STAMPED E 218 1941 PCC 306+99.4 28 AND SET IN THE TOP OF A CONCRETE
 QB0295'POST.
 QB0295
 QB0295                          STATION RECOVERY (1983)
 QB0295
 QB0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0295'A THOROUGH SEARCH WAS MADE FOR THIS MARK, IT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0007 ***********************************************************************
 NV0007  DESIGNATION -  E 219
 NV0007  PID         -  NV0007
 NV0007  STATE/COUNTY-  ID/LINCOLN
 NV0007  USGS QUAD   -  TUNUPA (1992)
 NV0007
 NV0007                         *CURRENT SURVEY CONTROL
 NV0007  ___________________________________________________________________
 NV0007* NAD 83(1986)-  42 57 13.     (N)    114 30 05.     (W)     SCALED    
 NV0007* NAVD 88     -      1167.268  (meters)    3829.61   (feet)  ADJUSTED  
 NV0007  ___________________________________________________________________
 NV0007  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 NV0007  DYNAMIC HT  -        1166.695 (meters)    3827.73  (feet)  COMP
 NV0007  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 NV0007
 NV0007  VERT ORDER  -  FIRST     CLASS II
 NV0007
 NV0007.The horizontal coordinates were scaled from a topographic map and have
 NV0007.an estimated accuracy of +/- 6 seconds.
 NV0007
 NV0007.The orthometric height was determined by differential leveling
 NV0007.and adjusted by the National Geodetic Survey in June 1991..
 NV0007
 NV0007.The geoid height was determined by GEOID03.
 NV0007
 NV0007.The dynamic height is computed by dividing the NAVD 88
 NV0007.geopotential number by the normal gravity value computed on the
 NV0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0007.degrees latitude (g = 980.6199 gals.).
 NV0007
 NV0007.The modeled gravity was interpolated from observed gravity values.
 NV0007
 NV0007;                    North         East    Units  Estimated Accuracy
 NV0007;SPC ID C     -   143,070.      459,090.      MT  (+/- 180 meters Scaled)
 NV0007
 NV0007                          SUPERSEDED SURVEY CONTROL
 NV0007
 NV0007  NGVD 29 (??/??/92) 1166.415  (m)         3826.81   (f) ADJ UNCH    1 2
 NV0007
 NV0007.Superseded values are not recommended for survey control.
 NV0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0007.See file dsdata.txt to determine how the superseded data were derived.
 NV0007
 NV0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH038586(NAD 83)
 NV0007_MARKER: DB = BENCH MARK DISK
 NV0007_SETTING: 66 = SET IN ROCK OUTCROP
 NV0007_SP_SET: LAVA OUTCROP
 NV0007_STAMPING: E 219 1941
 NV0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0007+STABILITY: POSITION/ELEVATION WELL
 NV0007
 NV0007  HISTORY     - Date     Condition        Report By
 NV0007  HISTORY     - 1941     MONUMENTED       CGS
 NV0007  HISTORY     - 1983     GOOD             NGS
 NV0007
 NV0007                          STATION DESCRIPTION
 NV0007
 NV0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NV0007'5.2 MI W FROM SHOSHONE.
 NV0007'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0007'SHOSHONE, LINCOLN COUNTY, 75 FEET SOUTHEAST OF MILEPOST 327, 105 FEET
 NV0007'SOUTH OF THE CENTERLINE OF THE TRACK, 12 FEET SOUTH OF A FENCE, NEAR A
 NV0007'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A LAVA OUTCROP.  A
 NV0007'STANDARD DISK, STAMPED E 219 1941.
 NV0007
 NV0007                          STATION RECOVERY (1983)
 NV0007
 NV0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0800 ***********************************************************************
 OZ0800  DESIGNATION -  E 220
 OZ0800  PID         -  OZ0800
 OZ0800  STATE/COUNTY-  ID/ELMORE
 OZ0800  USGS QUAD   -  KING HILL (1986)
 OZ0800
 OZ0800                         *CURRENT SURVEY CONTROL
 OZ0800  ___________________________________________________________________
 OZ0800* NAD 83(1986)-  43 00 08.     (N)    115 12 32.     (W)     SCALED    
 OZ0800* NAVD 88     -       769.824  (meters)    2525.66   (feet)  ADJUSTED  
 OZ0800  ___________________________________________________________________
 OZ0800  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 OZ0800  DYNAMIC HT  -         769.503 (meters)    2524.61  (feet)  COMP
 OZ0800  MODELED GRAV-     980,177.1   (mgal)                       NAVD 88
 OZ0800
 OZ0800  VERT ORDER  -  FIRST     CLASS II
 OZ0800
 OZ0800.The horizontal coordinates were scaled from a topographic map and have
 OZ0800.an estimated accuracy of +/- 6 seconds.
 OZ0800
 OZ0800.The orthometric height was determined by differential leveling
 OZ0800.and adjusted by the National Geodetic Survey in June 1991..
 OZ0800.WARNING-Repeat measurements at this control monument indicate possible
 OZ0800.vertical movement.
 OZ0800
 OZ0800.The geoid height was determined by GEOID03.
 OZ0800
 OZ0800.The dynamic height is computed by dividing the NAVD 88
 OZ0800.geopotential number by the normal gravity value computed on the
 OZ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0800.degrees latitude (g = 980.6199 gals.).
 OZ0800
 OZ0800.The modeled gravity was interpolated from observed gravity values.
 OZ0800
 OZ0800;                    North         East    Units  Estimated Accuracy
 OZ0800;SPC ID W     -   148,490.      844,120.      MT  (+/- 180 meters Scaled)
 OZ0800
 OZ0800                          SUPERSEDED SURVEY CONTROL
 OZ0800
 OZ0800.No superseded survey control is available for this station.
 OZ0800
 OZ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH459626(NAD 83)
 OZ0800_MARKER: DB = BENCH MARK DISK
 OZ0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0800_SP_SET: ABUTMENT
 OZ0800_STAMPING: E 220 1941
 OZ0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0800
 OZ0800  HISTORY     - Date     Condition        Report By
 OZ0800  HISTORY     - 1941     MONUMENTED       CGS
 OZ0800  HISTORY     - 1944     GOOD             NGS
 OZ0800  HISTORY     - 1946     GOOD             NGS
 OZ0800  HISTORY     - 1983     GOOD             NGS
 OZ0800
 OZ0800                          STATION DESCRIPTION
 OZ0800
 OZ0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OZ0800'6.7 MI NE FROM GLENNS FERRY.
 OZ0800'6.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OZ0800'AT GLENNS FERRY, 1/4 MILE WEST OF THE STATION AT KING HILL, 70 FEET
 OZ0800'NORTHWEST OF SEMAPHORE 3674, AT A CONCRETE UNDERPASS, 12 FEET NORTH OF
 OZ0800'THE CENTER LINE OF THE NORTH TRACK, IN THE TOP STEP OF THE WEST
 OZ0800'ABUTMENT, AND 2 FEET LOWER THAN THE TRACK.
 OZ0800
 OZ0800                          STATION RECOVERY (1946)
 OZ0800
 OZ0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 OZ0800'RECOVERED IN GOOD CONDITION.
 OZ0800
 OZ0800                          STATION RECOVERY (1983)
 OZ0800
 OZ0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0498 ***********************************************************************
 OH0498  DESIGNATION -  E 223
 OH0498  PID         -  OH0498
 OH0498  STATE/COUNTY-  ID/CANYON
 OH0498  USGS QUAD   -  CALDWELL (1971)
 OH0498
 OH0498                         *CURRENT SURVEY CONTROL
 OH0498  ___________________________________________________________________
 OH0498* NAD 83(1986)-  43 37 36.     (N)    116 38 03.     (W)     SCALED    
 OH0498* NAVD 88     -       740.752  (meters)    2430.28   (feet)  ADJUSTED  
 OH0498  ___________________________________________________________________
 OH0498  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 OH0498  DYNAMIC HT  -         740.498 (meters)    2429.45  (feet)  COMP
 OH0498  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 OH0498
 OH0498  VERT ORDER  -  FIRST     CLASS II
 OH0498
 OH0498.The horizontal coordinates were scaled from a topographic map and have
 OH0498.an estimated accuracy of +/- 6 seconds.
 OH0498
 OH0498.The orthometric height was determined by differential leveling
 OH0498.and adjusted by the National Geodetic Survey in June 1991..
 OH0498
 OH0498.The geoid height was determined by GEOID03.
 OH0498
 OH0498.The dynamic height is computed by dividing the NAVD 88
 OH0498.geopotential number by the normal gravity value computed on the
 OH0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0498.degrees latitude (g = 980.6199 gals.).
 OH0498
 OH0498.The modeled gravity was interpolated from observed gravity values.
 OH0498
 OH0498;                    North         East    Units  Estimated Accuracy
 OH0498;SPC ID W     -   218,090.      728,650.      MT  (+/- 180 meters Scaled)
 OH0498
 OH0498                          SUPERSEDED SURVEY CONTROL
 OH0498
 OH0498  NGVD 29 (??/??/92)  739.817  (m)         2427.22   (f) ADJ UNCH    1 2
 OH0498
 OH0498.Superseded values are not recommended for survey control.
 OH0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0498.See file dsdata.txt to determine how the superseded data were derived.
 OH0498
 OH0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ295304(NAD 83)
 OH0498_MARKER: DB = BENCH MARK DISK
 OH0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0498_SP_SET: HEAD GATE
 OH0498_STAMPING: E 223 1941
 OH0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0498
 OH0498  HISTORY     - Date     Condition        Report By
 OH0498  HISTORY     - 1941     MONUMENTED       CGS
 OH0498  HISTORY     - 1956     MARK NOT FOUND   USGS
 OH0498  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0498  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0498
 OH0498                          STATION DESCRIPTION
 OH0498
 OH0498'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OH0498'2.4 MI SE FROM CALDWELL.
 OH0498'2.4 MILES SOUTHEAST AONG U.S. HIGHWAY 30 FROM THE COLLEGE OF IDAHO AT
 OH0498'CALDWELL, CANYON COUNTY, 500 FEET NORTHWEST OF THE MIDWAY ROLLER RINK,
 OH0498'65 FEET SOUTHEAST OF A 24-INCH SIPHON UNDER THE HIGHWAY, 51 FEET
 OH0498'NORTHWEST OF THE INTERSECTION OF A SIDE ROAD LEADING NORTHEAST, 33
 OH0498'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE CONCRETE
 OH0498'WINGWALL OF AN OLD IRRIGATION HEAD GATE.  A STANDARD DISK, STAMPED E
 OH0498'223 1941.
 OH0498
 OH0498                          STATION RECOVERY (1979)
 OH0498
 OH0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0498'MARK NOT FOUND.
 OH0498
 OH0498                          STATION RECOVERY (1983)
 OH0498
 OH0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0498'NOT RECOVERED IN 1956 AND NOT RECOVERED IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0250 ***********************************************************************
 OH0250  DESIGNATION -  E 224
 OH0250  PID         -  OH0250
 OH0250  STATE/COUNTY-  ID/ADA
 OH0250  USGS QUAD   -  OWYHEE (1992)
 OH0250
 OH0250                         *CURRENT SURVEY CONTROL
 OH0250  ___________________________________________________________________
 OH0250* NAD 83(1986)-  43 25 29.     (N)    116 14 22.     (W)     SCALED    
 OH0250* NAVD 88     -       887.046  (meters)    2910.25   (feet)  ADJUSTED  
 OH0250  ___________________________________________________________________
 OH0250  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 OH0250  DYNAMIC HT  -         886.688 (meters)    2909.08  (feet)  COMP
 OH0250  MODELED GRAV-     980,186.3   (mgal)                       NAVD 88
 OH0250
 OH0250  VERT ORDER  -  FIRST     CLASS II
 OH0250
 OH0250.The horizontal coordinates were scaled from a topographic map and have
 OH0250.an estimated accuracy of +/- 6 seconds.
 OH0250
 OH0250.The orthometric height was determined by differential leveling
 OH0250.and adjusted by the National Geodetic Survey in June 1991..
 OH0250
 OH0250.The geoid height was determined by GEOID03.
 OH0250
 OH0250.The dynamic height is computed by dividing the NAVD 88
 OH0250.geopotential number by the normal gravity value computed on the
 OH0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0250.degrees latitude (g = 980.6199 gals.).
 OH0250
 OH0250.The modeled gravity was interpolated from observed gravity values.
 OH0250
 OH0250;                    North         East    Units  Estimated Accuracy
 OH0250;SPC ID W     -   195,400.      760,370.      MT  (+/- 180 meters Scaled)
 OH0250
 OH0250                          SUPERSEDED SURVEY CONTROL
 OH0250
 OH0250  NGVD 29 (??/??/92)  886.084  (m)         2907.09   (f) ADJ UNCH    1 2
 OH0250
 OH0250.Superseded values are not recommended for survey control.
 OH0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0250.See file dsdata.txt to determine how the superseded data were derived.
 OH0250
 OH0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ615082(NAD 83)
 OH0250_MARKER: DB = BENCH MARK DISK
 OH0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0250_STAMPING: E 224 1941
 OH0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0250+STABILITY: SURFACE MOTION
 OH0250
 OH0250  HISTORY     - Date     Condition        Report By
 OH0250  HISTORY     - 1941     MONUMENTED       CGS
 OH0250  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0250
 OH0250                          STATION DESCRIPTION
 OH0250
 OH0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0250'2.2 MI W FROM OWHYEE.
 OH0250'2.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM OWHYEE, ADA
 OH0250'COUNTY, AT MILEPOST 437, 80 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 OH0250'6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND NEAR A WHITE WOODEN
 OH0250'WITNESS POST.  A STANDARD DISK STAMPED E 224 1941 AND SET IN THE TOP
 OH0250'OF A CONCRETE POST.
 OH0250
 OH0250                          STATION RECOVERY (1979)
 OH0250
 OH0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0743 ***********************************************************************
 NV0743  DESIGNATION -  E 225
 NV0743  PID         -  NV0743
 NV0743  STATE/COUNTY-  ID/ELMORE
 NV0743  USGS QUAD   -  INDIAN COVE (1992)
 NV0743
 NV0743                         *CURRENT SURVEY CONTROL
 NV0743  ___________________________________________________________________
 NV0743* NAD 83(1986)-  42 57 44.     (N)    115 31 36.     (W)     SCALED    
 NV0743* NAVD 88     -       832.996  (meters)    2732.92   (feet)  POSTED    
 NV0743  ___________________________________________________________________
 NV0743  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 NV0743  DYNAMIC HT  -         832.660 (meters)    2731.82  (feet)  COMP
 NV0743  MODELED GRAV-     980,188.0   (mgal)                       NAVD 88
 NV0743
 NV0743  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV0743
 NV0743.The horizontal coordinates were scaled from a topographic map and have
 NV0743.an estimated accuracy of +/- 6 seconds.
 NV0743
 NV0743.The orthometric height was determined by differential leveling
 NV0743.and adjusted by the National Geodetic Survey in 1992..
 NV0743.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV0743.rate of 0.0 thru 1.0 mm/km.
 NV0743
 NV0743.The geoid height was determined by GEOID03.
 NV0743
 NV0743.The dynamic height is computed by dividing the NAVD 88
 NV0743.geopotential number by the normal gravity value computed on the
 NV0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0743.degrees latitude (g = 980.6199 gals.).
 NV0743
 NV0743.The modeled gravity was interpolated from observed gravity values.
 NV0743
 NV0743;                    North         East    Units  Estimated Accuracy
 NV0743;SPC ID W     -   143,920.      818,220.      MT  (+/- 180 meters Scaled)
 NV0743
 NV0743                          SUPERSEDED SURVEY CONTROL
 NV0743
 NV0743  NGVD 29 (??/??/92)  832.176  (m)         2730.23   (f) ADJ UNCH    1 2
 NV0743
 NV0743.Superseded values are not recommended for survey control.
 NV0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0743.See file dsdata.txt to determine how the superseded data were derived.
 NV0743
 NV0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH201576(NAD 83)
 NV0743_MARKER: DB = BENCH MARK DISK
 NV0743_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0743_SP_SET: FOUNDATION
 NV0743_STAMPING: E 225 1960
 NV0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0743
 NV0743  HISTORY     - Date     Condition        Report By
 NV0743  HISTORY     - 1960     MONUMENTED       CGS
 NV0743  HISTORY     - 1983     GOOD             NGS
 NV0743
 NV0743                          STATION DESCRIPTION
 NV0743
 NV0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NV0743'12.5 MI W FROM GLENNS FERRY.
 NV0743'ABOUT 12.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0743'STATION AT GLENNS FERRY, IN THE TOP AND 1.3 FEET NORTHWEST OF THE
 NV0743'SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A 36-INCH PIPE CULVERT
 NV0743'NUMBER 386.40, 16.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 100.5 FEET
 NV0743'NORTHWEST OF THE NORTH CORNER OF THE NORTHEAST FOUNDATION OF A
 NV0743'RAILROAD SIGNAL BRIDGE.
 NV0743
 NV0743                          STATION RECOVERY (1983)
 NV0743
 NV0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0743'1.3 KM (0.8 MI) NORTH ALONG A PAVED ROAD FROM THE SET OF THE OLD
 NV0743'OREGON TRAIL HWY AND STATE HWY 78 AT HAMMET, THENCE 5.75 KM (3.55 MI)
 NV0743'NORTHWEST ALONG THE UNION PACIFIC , IN TOP OF AND 0.4 MI (1.3 FT)
 NV0743'NORTHWEST OF THE NORTHEAST HEADWALL FOR A 36 CMPC 386.45, 4.8 M (16.0
 NV0743'FT) NORTHEAST-NORTHEAST RAIL OF THE NORTHEAST TRACKS, 30.8 M (100.5
 NV0743'FT) NORTHWEST OF THE NORTH CORNER OF THE NORTHEAST FOUNDATION OF A
 NV0743'RAILROAD SIGNAL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0223 ***********************************************************************
 OY0223  DESIGNATION -  E 226
 OY0223  PID         -  OY0223
 OY0223  STATE/COUNTY-  ID/BINGHAM
 OY0223  USGS QUAD   -  ROSE (1979)
 OY0223
 OY0223                         *CURRENT SURVEY CONTROL
 OY0223  ___________________________________________________________________
 OY0223* NAD 83(1986)-  43 15 09.     (N)    112 15 09.     (W)     SCALED    
 OY0223* NAVD 88     -      1386.545  (meters)    4549.02   (feet)  ADJUSTED  
 OY0223  ___________________________________________________________________
 OY0223  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 OY0223  DYNAMIC HT  -        1385.787 (meters)    4546.54  (feet)  COMP
 OY0223  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 OY0223
 OY0223  VERT ORDER  -  FIRST     CLASS I
 OY0223
 OY0223.The horizontal coordinates were scaled from a topographic map and have
 OY0223.an estimated accuracy of +/- 6 seconds.
 OY0223
 OY0223.The orthometric height was determined by differential leveling
 OY0223.and adjusted by the National Geodetic Survey in June 1991..
 OY0223
 OY0223.The geoid height was determined by GEOID03.
 OY0223
 OY0223.The dynamic height is computed by dividing the NAVD 88
 OY0223.geopotential number by the normal gravity value computed on the
 OY0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0223.degrees latitude (g = 980.6199 gals.).
 OY0223
 OY0223.The modeled gravity was interpolated from observed gravity values.
 OY0223
 OY0223;                    North         East    Units  Estimated Accuracy
 OY0223;SPC ID E     -   176,150.      193,030.      MT  (+/- 180 meters Scaled)
 OY0223
 OY0223                          SUPERSEDED SURVEY CONTROL
 OY0223
 OY0223  NGVD 29 (08/20/92) 1385.474  (m)         4545.51   (f) ADJUSTED    1 1
 OY0223
 OY0223.Superseded values are not recommended for survey control.
 OY0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0223.See file dsdata.txt to determine how the superseded data were derived.
 OY0223
 OY0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN983896(NAD 83)
 OY0223_MARKER: DB = BENCH MARK DISK
 OY0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0223_STAMPING: E 226 1960
 OY0223_MARK LOGO: CGS   
 OY0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0223+STABILITY: SURFACE MOTION
 OY0223
 OY0223  HISTORY     - Date     Condition        Report By
 OY0223  HISTORY     - 1960     MONUMENTED       CGS
 OY0223  HISTORY     - 1967     GOOD             NGS
 OY0223  HISTORY     - 1983     GOOD             NGS
 OY0223
 OY0223                          STATION DESCRIPTION
 OY0223
 OY0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0223'5.0 MI SW FROM FIRTH.
 OY0223'5.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0223'AT FIRTH, 0.2 MILE SOUTHWEST OF A ROAD CROSSING, 90 FEET
 OY0223'WEST-NORTHWEST AND ACROSS THE TRACK FROM MILEPOLE 164.5 (POLE 42E), 6
 OY0223'1/2 RAILS NORTHEAST OF CULVERT 164.44, 32.0 FEET NORTHWEST OF THE
 OY0223'NORTHWEST RAIL, 40 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 OY0223'26, 91, AND 191, 21.7 FEET NORTHWEST OF THE WEST CORNER OF A CONCRETE
 OY0223'FOUNDATION FOR A SIGNAL BOX, 17.0 FEET SOUTHEAST OF A FENCE, 1.8 FEET
 OY0223'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND
 OY0223'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 OY0223'GROUND.
 OY0223
 OY0223                          STATION RECOVERY (1967)
 OY0223
 OY0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0223'RECOVERED IN GOOD CONDITION.
 OY0223
 OY0223                          STATION RECOVERY (1983)
 OY0223
 OY0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0223'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OY0223'THE FOLLOWING EXCEPTIONS, DELETE 90.0 FEET WEST-NORTHWEST AND ACROSS
 OY0223'THE TRACK FROM MILEPOLE 164.5 (POLE 42E), AND 17.0 FEET SOUTHEAST OF A
 OY0223'FENCE.  ADD 0.5 METER (1.6 FT) SOUTHWEST OF A UTILITY POLE WITH 4 GUY
 OY0223'WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0383 ***********************************************************************
 OX0383  DESIGNATION -  E 227
 OX0383  PID         -  OX0383
 OX0383  STATE/COUNTY-  ID/BONNEVILLE
 OX0383  USGS QUAD   -  UCON (1979)
 OX0383
 OX0383                         *CURRENT SURVEY CONTROL
 OX0383  ___________________________________________________________________
 OX0383* NAD 83(1986)-  43 34 06.     (N)    111 59 02.     (W)     SCALED    
 OX0383* NAVD 88     -      1458.502  (meters)    4785.10   (feet)  ADJUSTED  
 OX0383  ___________________________________________________________________
 OX0383  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 OX0383  DYNAMIC HT  -        1457.740 (meters)    4782.60  (feet)  COMP
 OX0383  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 OX0383
 OX0383  VERT ORDER  -  FIRST     CLASS II
 OX0383
 OX0383.The horizontal coordinates were scaled from a topographic map and have
 OX0383.an estimated accuracy of +/- 6 seconds.
 OX0383
 OX0383.The orthometric height was determined by differential leveling
 OX0383.and adjusted by the National Geodetic Survey in June 1991..
 OX0383
 OX0383.The geoid height was determined by GEOID03.
 OX0383
 OX0383.The dynamic height is computed by dividing the NAVD 88
 OX0383.geopotential number by the normal gravity value computed on the
 OX0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0383.degrees latitude (g = 980.6199 gals.).
 OX0383
 OX0383.The modeled gravity was interpolated from observed gravity values.
 OX0383
 OX0383;                    North         East    Units  Estimated Accuracy
 OX0383;SPC ID E     -   211,250.      214,770.      MT  (+/- 180 meters Scaled)
 OX0383
 OX0383                          SUPERSEDED SURVEY CONTROL
 OX0383
 OX0383  NGVD 29 (08/20/92) 1457.421  (m)         4781.56   (f) ADJUSTED    1 2
 OX0383
 OX0383.Superseded values are not recommended for survey control.
 OX0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0383.See file dsdata.txt to determine how the superseded data were derived.
 OX0383
 OX0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP205244(NAD 83)
 OX0383_MARKER: DB = BENCH MARK DISK
 OX0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0383_STAMPING: E 227 1960
 OX0383_MARK LOGO: CGS   
 OX0383_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0383+STABILITY: SURFACE MOTION
 OX0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0383+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 OX0383
 OX0383  HISTORY     - Date     Condition        Report By
 OX0383  HISTORY     - 1960     MONUMENTED       CGS
 OX0383  HISTORY     - 1983     GOOD             NGS
 OX0383  HISTORY     - 19910419 GOOD             IDDT
 OX0383
 OX0383                          STATION DESCRIPTION
 OX0383
 OX0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0383'5.85 MI NE FROM IDAHO FALLS.
 OX0383'5.85 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0383'AT IDAHO FALLS, 7.95 MILES SOUTHWEST OF RIGBY, 2 FEET SOUTH OF THE
 OX0383'FIFTH POLE SOUTHWEST OF MILEPOLE 6, 140 FEET NORTH-NORTHEAST OF THE
 OX0383'CENTER OF THE CROSSING OF AN ASPHALT ROAD, 24.1 FEET WEST-NORTHWEST OF
 OX0383'THE WEST-NORTHWEST TRACK, 41 FEET EAST OF THE CENTER LINE OF THE
 OX0383'ASPHALT ROAD, 5.8 FEET WEST-SOUTHWEST OF A FENCE, 1.6 FEET
 OX0383'NORTH-NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK,
 OX0383'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 OX0383'GROUND.
 OX0383
 OX0383                          STATION RECOVERY (1983)
 OX0383
 OX0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0383'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OX0383'THE FOLLOWING EXCEPTIONS, DELETE 2 FEET SOUTH OF THE FIFTH POLE
 OX0383'SOUTHWEST OF MILEPOLE 6.  ADD 0.3 KM (0.2 MI) SOUTH OF MILEPOST 6.
 OX0383
 OX0383                          STATION RECOVERY (1991)
 OX0383
 OX0383'RECOVERY NOTE BY ID DEPT OF TRANSP 1991 (RR)
 OX0383'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0420 ***********************************************************************
 OX0420  DESIGNATION -  E 228
 OX0420  PID         -  OX0420
 OX0420  STATE/COUNTY-  ID/MADISON
 OX0420  USGS QUAD   -  REXBURG (1979)
 OX0420
 OX0420                         *CURRENT SURVEY CONTROL
 OX0420  ___________________________________________________________________
 OX0420* NAD 83(1986)-  43 49 56.     (N)    111 48 24.     (W)     SCALED    
 OX0420* NAVD 88     -      1480.537  (meters)    4857.40   (feet)  POSTED    
 OX0420  ___________________________________________________________________
 OX0420  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 OX0420  DYNAMIC HT  -        1479.770 (meters)    4854.88  (feet)  COMP
 OX0420  MODELED GRAV-     980,049.2   (mgal)                       NAVD 88
 OX0420
 OX0420  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OX0420
 OX0420.The horizontal coordinates were scaled from a topographic map and have
 OX0420.an estimated accuracy of +/- 6 seconds.
 OX0420
 OX0420.The orthometric height was determined by differential leveling
 OX0420.and adjusted by the National Geodetic Survey in 1992..
 OX0420.No vertical observational check was made to the station.
 OX0420.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OX0420.was located on a no-check spur therefore a value was not computed.
 OX0420
 OX0420.The geoid height was determined by GEOID03.
 OX0420
 OX0420.The dynamic height is computed by dividing the NAVD 88
 OX0420.geopotential number by the normal gravity value computed on the
 OX0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0420.degrees latitude (g = 980.6199 gals.).
 OX0420
 OX0420.The modeled gravity was interpolated from observed gravity values.
 OX0420
 OX0420;                    North         East    Units  Estimated Accuracy
 OX0420;SPC ID E     -   240,620.      228,950.      MT  (+/- 180 meters Scaled)
 OX0420
 OX0420                          SUPERSEDED SURVEY CONTROL
 OX0420
 OX0420  NGVD 29 (??/??/92) 1479.442  (m)         4853.80   (f) ADJ UNCH    1 2
 OX0420
 OX0420.Superseded values are not recommended for survey control.
 OX0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0420.See file dsdata.txt to determine how the superseded data were derived.
 OX0420
 OX0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP351535(NAD 83)
 OX0420_MARKER: DB = BENCH MARK DISK
 OX0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0420_STAMPING: E 228 1960
 OX0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0420+STABILITY: SURFACE MOTION
 OX0420
 OX0420  HISTORY     - Date     Condition        Report By
 OX0420  HISTORY     - 1960     MONUMENTED       CGS
 OX0420  HISTORY     - 1983     MARK NOT FOUND   NGS
 OX0420
 OX0420                          STATION DESCRIPTION
 OX0420
 OX0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0420'1.3 MI NW FROM REXBURG.
 OX0420'0.85 MILE WEST ALONG WEST MAIN STREET FROM THE UNION PACIFIC RAILROAD
 OX0420'STATION AT REXBURG, THENCE 0.45 MILE NORTH ALONG THE GRAVEL ENTRANCE
 OX0420'ROAD AT REXBURG MUNICIPAL AIRPORT, AT THE NORTHEAST CORNER OF THE
 OX0420'NORTH ONE OF THE EAST ROW OF CORRUGATED METAL HANGARS, 3.0 FEET
 OX0420'NORTHWEST OF THE NORTHEAST CORNER, 2.3 FEET NORTH OF THE NORTH WALL OF
 OX0420'THE HANGAR, 1.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 OX0420'RUNWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OX0420'ABOVE THE GROUND.
 OX0420
 OX0420                          STATION RECOVERY (1983)
 OX0420
 OX0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0412 ***********************************************************************
 PY0412  DESIGNATION -  E 229
 PY0412  PID         -  PY0412
 PY0412  STATE/COUNTY-  ID/FREMONT
 PY0412  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0412
 PY0412                         *CURRENT SURVEY CONTROL
 PY0412  ___________________________________________________________________
 PY0412* NAD 83(1986)-  44 10 15.     (N)    111 16 35.     (W)     SCALED    
 PY0412* NAVD 88     -      1750.433  (meters)    5742.88   (feet)  POSTED    
 PY0412  ___________________________________________________________________
 PY0412  GEOID HEIGHT-          -9.96  (meters)                     GEOID03
 PY0412  DYNAMIC HT  -        1749.460 (meters)    5739.69  (feet)  COMP
 PY0412  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 PY0412
 PY0412  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0412
 PY0412.The horizontal coordinates were scaled from a topographic map and have
 PY0412.an estimated accuracy of +/- 6 seconds.
 PY0412
 PY0412.The orthometric height was determined by differential leveling
 PY0412.and adjusted by the National Geodetic Survey in 1992..
 PY0412.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0412.rate of 1.1 thru 2.0 mm/km.
 PY0412
 PY0412.The geoid height was determined by GEOID03.
 PY0412
 PY0412.The dynamic height is computed by dividing the NAVD 88
 PY0412.geopotential number by the normal gravity value computed on the
 PY0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0412.degrees latitude (g = 980.6199 gals.).
 PY0412
 PY0412.The modeled gravity was interpolated from observed gravity values.
 PY0412
 PY0412;                    North         East    Units  Estimated Accuracy
 PY0412;SPC ID E     -   278,560.      271,200.      MT  (+/- 180 meters Scaled)
 PY0412
 PY0412                          SUPERSEDED SURVEY CONTROL
 PY0412
 PY0412  NGVD 29 (??/??/92) 1749.236  (m)         5738.95   (f) ADJ UNCH    1 2
 PY0412
 PY0412.Superseded values are not recommended for survey control.
 PY0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0412.See file dsdata.txt to determine how the superseded data were derived.
 PY0412
 PY0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP779908(NAD 83)
 PY0412_MARKER: DB = BENCH MARK DISK
 PY0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0412_SP_SET: CULVERT
 PY0412_STAMPING: E 229 1960
 PY0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0412
 PY0412  HISTORY     - Date     Condition        Report By
 PY0412  HISTORY     - 1960     MONUMENTED       CGS
 PY0412
 PY0412                          STATION DESCRIPTION
 PY0412
 PY0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0412'13.05 MI NE FROM ASHTON.
 PY0412'13.05 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 PY0412'STATION AT ASHTON, 2 1/2 POLES NORTHEAST OF MILEPOST 64, IN THE TOP
 PY0412'AND 1.0 FOOT NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 PY0412'HEAD WALL OF CONCRETE BOX CULVERT 64.03 FEET NORTHWEST OF THE
 PY0412'NORTHWEST RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0393 ***********************************************************************
 QA0393  DESIGNATION -  E 230
 QA0393  PID         -  QA0393
 QA0393  STATE/COUNTY-  ID/BOISE
 QA0393  USGS QUAD   -  SCOTT CREEK (1972)
 QA0393
 QA0393                         *CURRENT SURVEY CONTROL
 QA0393  ___________________________________________________________________
 QA0393* NAD 83(1986)-  44 08 47.     (N)    115 43 36.     (W)     SCALED    
 QA0393* NAVD 88     -      2022.265  (meters)    6634.71   (feet)  ADJUSTED  
 QA0393  ___________________________________________________________________
 QA0393  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 QA0393  DYNAMIC HT  -        2021.036 (meters)    6630.68  (feet)  COMP
 QA0393  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 QA0393
 QA0393  VERT ORDER  -  SECOND    CLASS 0
 QA0393
 QA0393.The horizontal coordinates were scaled from a topographic map and have
 QA0393.an estimated accuracy of +/- 6 seconds.
 QA0393
 QA0393.The orthometric height was determined by differential leveling
 QA0393.and adjusted by the National Geodetic Survey in June 1991..
 QA0393
 QA0393.The geoid height was determined by GEOID03.
 QA0393
 QA0393.The dynamic height is computed by dividing the NAVD 88
 QA0393.geopotential number by the normal gravity value computed on the
 QA0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0393.degrees latitude (g = 980.6199 gals.).
 QA0393
 QA0393.The modeled gravity was interpolated from observed gravity values.
 QA0393
 QA0393;                    North         East    Units  Estimated Accuracy
 QA0393;SPC ID W     -   275,460.      801,870.      MT  (+/- 180 meters Scaled)
 QA0393
 QA0393                          SUPERSEDED SURVEY CONTROL
 QA0393
 QA0393  NGVD 29 (??/??/92) 2020.950  (m)         6630.40   (f) ADJ UNCH    2 0
 QA0393
 QA0393.Superseded values are not recommended for survey control.
 QA0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0393.See file dsdata.txt to determine how the superseded data were derived.
 QA0393
 QA0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ018889(NAD 83)
 QA0393_MARKER: DB = BENCH MARK DISK
 QA0393_SETTING: 66 = SET IN ROCK OUTCROP
 QA0393_SP_SET: ROCK CUT
 QA0393_STAMPING: E 230 1960
 QA0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0393+STABILITY: POSITION/ELEVATION WELL
 QA0393
 QA0393  HISTORY     - Date     Condition        Report By
 QA0393  HISTORY     - 1960     MONUMENTED       CGS
 QA0393
 QA0393                          STATION DESCRIPTION
 QA0393
 QA0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0393'18.15 MI S FROM DEADWOOD DAM.
 QA0393'18.15 MILES SOUTH ALONG DEADWOOD ROAD FROM THE WEST END OF DEADWOOD
 QA0393'DAM, 18.1 MILES NORTHWEST OF LOWMAN, ON THE INSIDE OF A SHARP CURVE
 QA0393'AROUND A POINT OF A RIDGE, SET VERTICALLY IN THE NORTHWEST FACE OF A
 QA0393'GRANITE ROCK CUT WHICH PROJECTS ABOUT 8 FEET ABOVE THE ROAD, 10 FEET
 QA0393'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 26 FEET NORTHEAST OF THE
 QA0393'CENTER OF THE CURVE, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0858 ***********************************************************************
 QA0858  DESIGNATION -  E 230 RESET
 QA0858  PID         -  QA0858
 QA0858  STATE/COUNTY-  ID/VALLEY
 QA0858  USGS QUAD   -  SCOTT CREEK (1972)
 QA0858
 QA0858                         *CURRENT SURVEY CONTROL
 QA0858  ___________________________________________________________________
 QA0858* NAD 83(1986)-  44 08 47.     (N)    115 43 36.     (W)     SCALED    
 QA0858* NAVD 88     -      2029.53   (meters)    6658.5    (feet)  RESET     
 QA0858  ___________________________________________________________________
 QA0858  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 QA0858
 QA0858  VERT ORDER  -  THIRD
 QA0858
 QA0858.The horizontal coordinates were scaled from a topographic map and have
 QA0858.an estimated accuracy of +/- 6 seconds.
 QA0858
 QA0858.The orthometric height was computed from unverified reset data.
 QA0858.No vertical observational check was made to the station.
 QA0858
 QA0858.The geoid height was determined by GEOID03.
 QA0858
 QA0858;                    North         East    Units  Estimated Accuracy
 QA0858;SPC ID W     -   275,460.      801,870.      MT  (+/- 180 meters Scaled)
 QA0858
 QA0858                          SUPERSEDED SURVEY CONTROL
 QA0858
 QA0858  NGVD 29 (03/27/06) 2028.21   (m)         6654.2    (f) RESET       3  
 QA0858
 QA0858.Superseded values are not recommended for survey control.
 QA0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0858.See file dsdata.txt to determine how the superseded data were derived.
 QA0858
 QA0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ018889(NAD 83)
 QA0858_MARKER: DB = BENCH MARK DISK
 QA0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0858_SP_SET: CONCRETE POST
 QA0858_STAMPING: E 230 RESET 1984
 QA0858_MARK LOGO: NGS   
 QA0858_PROJECTION: FLUSH
 QA0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0858+STABILITY: SURFACE MOTION
 QA0858
 QA0858  HISTORY     - Date     Condition        Report By
 QA0858  HISTORY     - 1984     MONUMENTED       NGS
 QA0858
 QA0858                          STATION DESCRIPTION
 QA0858
 QA0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QA0858'28.5 KM (17.70 MI) SW FROM DEADWOOD DAM.
 QA0858'FROM LOWMAN, AT THE INTERSECTION OF STATE HIGHWAYS 582 AND 21, GO
 QA0858'SOUTH ON HIGHWAY 582 FOR 16.5 KM (10.25 MI) TURN RIGHT ON DEADWOOD
 QA0858'DAM ROAD AND GO 12.0 KM (7.45 MI) TO THE MARK ON THE RIGHT, 20.6
 QA0858'METERS EAST OF THE CENTERLINE OF THE PROPOSED NEW ROAD, 3.3 METERS
 QA0858'NORTH OF A TREE WITH A WITNESS SIGN ATTACHED AND ABOUT 10 METERS
 QA0858'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0414 ***********************************************************************
 QA0414  DESIGNATION -  E 231
 QA0414  PID         -  QA0414
 QA0414  STATE/COUNTY-  ID/VALLEY
 QA0414  USGS QUAD   -  DEADWOOD RESERVOIR (1988)
 QA0414
 QA0414                         *CURRENT SURVEY CONTROL
 QA0414  ___________________________________________________________________
 QA0414* NAD 83(1986)-  44 15 40.     (N)    115 39 40.     (W)     SCALED    
 QA0414* NAVD 88     -      1786.342  (meters)    5860.69   (feet)  ADJUSTED  
 QA0414  ___________________________________________________________________
 QA0414  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 QA0414  DYNAMIC HT  -        1785.351 (meters)    5857.44  (feet)  COMP
 QA0414  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 QA0414
 QA0414  VERT ORDER  -  SECOND    CLASS 0
 QA0414
 QA0414.The horizontal coordinates were scaled from a topographic map and have
 QA0414.an estimated accuracy of +/- 6 seconds.
 QA0414
 QA0414.The orthometric height was determined by differential leveling
 QA0414.and adjusted by the National Geodetic Survey in June 1991..
 QA0414
 QA0414.The geoid height was determined by GEOID03.
 QA0414
 QA0414.The dynamic height is computed by dividing the NAVD 88
 QA0414.geopotential number by the normal gravity value computed on the
 QA0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0414.degrees latitude (g = 980.6199 gals.).
 QA0414
 QA0414.The modeled gravity was interpolated from observed gravity values.
 QA0414
 QA0414;                    North         East    Units  Estimated Accuracy
 QA0414;SPC ID W     -   288,210.      807,100.      MT  (+/- 180 meters Scaled)
 QA0414
 QA0414                          SUPERSEDED SURVEY CONTROL
 QA0414
 QA0414  NGVD 29 (??/??/92) 1785.088  (m)         5856.58   (f) ADJ UNCH    2 0
 QA0414
 QA0414.Superseded values are not recommended for survey control.
 QA0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0414.See file dsdata.txt to determine how the superseded data were derived.
 QA0414
 QA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK068017(NAD 83)
 QA0414_MARKER: DB = BENCH MARK DISK
 QA0414_SETTING: 80 = SET IN A BOULDER
 QA0414_SP_SET: BOULDER
 QA0414_STAMPING: E 231 1960
 QA0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0414+STABILITY: SURFACE MOTION
 QA0414
 QA0414  HISTORY     - Date     Condition        Report By
 QA0414  HISTORY     - 1960     MONUMENTED       CGS
 QA0414
 QA0414                          STATION DESCRIPTION
 QA0414
 QA0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0414'3.15 MI S FROM DEADWOOD DAM.
 QA0414'3.15 MILES SOUTH ALONG DEADWOOD ROAD FROM THE WEST AND OF DEADWOOD
 QA0414'DAM, IN THE NORTHEAST SIDE OF A RIDGE, IN TOP OF A 6-BY 6-FOOT GRANITE
 QA0414'BOULDER WHICH PROJECTS ABOUT 5 FEET ABOVE THE GROUND, 73 FEET
 QA0414'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 58.9 FEET SOUTHEAST OF A
 QA0414'WITNESS POST, AND ABOUT 6 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0560 ***********************************************************************
 OX0560  DESIGNATION -  E 231 1
 OX0560  PID         -  OX0560
 OX0560  STATE/COUNTY-  ID/JEFFERSON
 OX0560  USGS QUAD   -  HEISE (1979)
 OX0560
 OX0560                         *CURRENT SURVEY CONTROL
 OX0560  ___________________________________________________________________
 OX0560* NAD 83(1986)-  43 38 41.     (N)    111 43 15.     (W)     SCALED    
 OX0560* NAVD 88     -      1519.705  (meters)    4985.90   (feet)  ADJUSTED  
 OX0560  ___________________________________________________________________
 OX0560  GEOID HEIGHT-         -10.95  (meters)                     GEOID03
 OX0560  DYNAMIC HT  -        1518.904 (meters)    4983.27  (feet)  COMP
 OX0560  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 OX0560
 OX0560  VERT ORDER  -  SECOND    CLASS 0
 OX0560
 OX0560.The horizontal coordinates were scaled from a topographic map and have
 OX0560.an estimated accuracy of +/- 6 seconds.
 OX0560
 OX0560.The orthometric height was determined by differential leveling
 OX0560.and adjusted by the National Geodetic Survey in June 1991..
 OX0560
 OX0560.The geoid height was determined by GEOID03.
 OX0560
 OX0560.The dynamic height is computed by dividing the NAVD 88
 OX0560.geopotential number by the normal gravity value computed on the
 OX0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0560.degrees latitude (g = 980.6199 gals.).
 OX0560
 OX0560.The modeled gravity was interpolated from observed gravity values.
 OX0560
 OX0560;                    North         East    Units  Estimated Accuracy
 OX0560;SPC ID E     -   219,820.      235,970.      MT  (+/- 180 meters Scaled)
 OX0560
 OX0560                          SUPERSEDED SURVEY CONTROL
 OX0560
 OX0560  NGVD 29 (??/??/92) 1518.604  (m)         4982.29   (f) ADJ UNCH    2 0
 OX0560
 OX0560.Superseded values are not recommended for survey control.
 OX0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0560.See file dsdata.txt to determine how the superseded data were derived.
 OX0560
 OX0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP418326(NAD 83)
 OX0560_MARKER: S = SPIKE
 OX0560_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0560_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0560
 OX0560  HISTORY     - Date     Condition        Report By
 OX0560  HISTORY     - UNK      MONUMENTED       DOD
 OX0560  HISTORY     - 1945     GOOD             NGS
 OX0560
 OX0560                          STATION DESCRIPTION
 OX0560
 OX0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0560'3.1 MI NW FROM POPLAR.
 OX0560'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, 1.0
 OX0560'MILE WEST ALONG COUNTY ROAD, 0.2 MILE NORTH ALONG COUNTY ROAD, SET ON
 OX0560'OUTSIDE OF CURVE WITH TANGENTS LEADING SOUTH AND WEST, 50 FEET
 OX0560'NORTHEAST OF CENTER-LINE OF ROAD, 15 FEET NORTH-NORTHWEST OF THE NORTH
 OX0560'GATE POST, 8 FEET WEST OF FENCE.  A USE SPIKE CEMENTED IN A 2-INCH
 OX0560'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0561 ***********************************************************************
 OX0561  DESIGNATION -  E 231 2
 OX0561  PID         -  OX0561
 OX0561  STATE/COUNTY-  ID/JEFFERSON
 OX0561  USGS QUAD   -  HEISE (1979)
 OX0561
 OX0561                         *CURRENT SURVEY CONTROL
 OX0561  ___________________________________________________________________
 OX0561* NAD 83(1986)-  43 38 41.     (N)    111 43 33.     (W)     SCALED    
 OX0561* NAVD 88     -      1519.077  (meters)    4983.84   (feet)  ADJUSTED  
 OX0561  ___________________________________________________________________
 OX0561  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 OX0561  DYNAMIC HT  -        1518.276 (meters)    4981.21  (feet)  COMP
 OX0561  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 OX0561
 OX0561  VERT ORDER  -  SECOND    CLASS 0
 OX0561
 OX0561.The horizontal coordinates were scaled from a topographic map and have
 OX0561.an estimated accuracy of +/- 6 seconds.
 OX0561
 OX0561.The orthometric height was determined by differential leveling
 OX0561.and adjusted by the National Geodetic Survey in June 1991..
 OX0561
 OX0561.The geoid height was determined by GEOID03.
 OX0561
 OX0561.The dynamic height is computed by dividing the NAVD 88
 OX0561.geopotential number by the normal gravity value computed on the
 OX0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0561.degrees latitude (g = 980.6199 gals.).
 OX0561
 OX0561.The modeled gravity was interpolated from observed gravity values.
 OX0561
 OX0561;                    North         East    Units  Estimated Accuracy
 OX0561;SPC ID E     -   219,820.      235,570.      MT  (+/- 180 meters Scaled)
 OX0561
 OX0561                          SUPERSEDED SURVEY CONTROL
 OX0561
 OX0561  NGVD 29 (??/??/92) 1517.977  (m)         4980.23   (f) ADJ UNCH    2 0
 OX0561
 OX0561.Superseded values are not recommended for survey control.
 OX0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0561.See file dsdata.txt to determine how the superseded data were derived.
 OX0561
 OX0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP414326(NAD 83)
 OX0561_MARKER: S = SPIKE
 OX0561_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0561_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0561
 OX0561  HISTORY     - Date     Condition        Report By
 OX0561  HISTORY     - UNK      MONUMENTED       DOD
 OX0561  HISTORY     - 1945     GOOD             NGS
 OX0561
 OX0561                          STATION DESCRIPTION
 OX0561
 OX0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0561'3.3 MI NW FROM POPLAR.
 OX0561'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, 1.0
 OX0561'MILE WEST ALONG COUNTY ROAD, 0.2 MILE NORTH ALONG COUNTY ROAD, 0.2
 OX0561'MILE WEST ALONG COUNTY ROAD, SET ON OUTSIDE OF CURVE WITH TANGENTS
 OX0561'LEADING EAST AND NORTH, 21 FEET SOUTHWEST OF CENTER-LINE OF ROAD, 32
 OX0561'FEET SOUTHWEST OF REA POLE NO. F 25-22, 4 FEET NORTHEAST OF NORTHEAST
 OX0561'BANK OF SMALL CANAL, 1.9 FEET NORTHEAST OF FENCE.  A USE SPIKE
 OX0561'CEMENTED IN A 2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0428 ***********************************************************************
 PY0428  DESIGNATION -  E 232
 PY0428  PID         -  PY0428
 PY0428  STATE/COUNTY-  ID/FREMONT
 PY0428  USGS QUAD   -  HATCHERY BUTTE (1964)
 PY0428
 PY0428                         *CURRENT SURVEY CONTROL
 PY0428  ___________________________________________________________________
 PY0428* NAD 83(1986)-  44 21 51.     (N)    111 18 05.     (W)     SCALED    
 PY0428* NAVD 88     -      1918.502  (meters)    6294.29   (feet)  POSTED    
 PY0428  ___________________________________________________________________
 PY0428  GEOID HEIGHT-          -9.58  (meters)                     GEOID03
 PY0428  DYNAMIC HT  -        1917.400 (meters)    6290.67  (feet)  COMP
 PY0428  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 PY0428
 PY0428  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0428
 PY0428.The horizontal coordinates were scaled from a topographic map and have
 PY0428.an estimated accuracy of +/- 6 seconds.
 PY0428
 PY0428.The orthometric height was determined by differential leveling
 PY0428.and adjusted by the National Geodetic Survey in 1992..
 PY0428.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0428.rate of 1.1 thru 2.0 mm/km.
 PY0428
 PY0428.The geoid height was determined by GEOID03.
 PY0428
 PY0428.The dynamic height is computed by dividing the NAVD 88
 PY0428.geopotential number by the normal gravity value computed on the
 PY0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0428.degrees latitude (g = 980.6199 gals.).
 PY0428
 PY0428.The modeled gravity was interpolated from observed gravity values.
 PY0428
 PY0428;                    North         East    Units  Estimated Accuracy
 PY0428;SPC ID E     -   300,020.      268,970.      MT  (+/- 180 meters Scaled)
 PY0428
 PY0428                          SUPERSEDED SURVEY CONTROL
 PY0428
 PY0428  NGVD 29 (??/??/92) 1917.212  (m)         6290.05   (f) ADJ UNCH    1 2
 PY0428
 PY0428.Superseded values are not recommended for survey control.
 PY0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0428.See file dsdata.txt to determine how the superseded data were derived.
 PY0428
 PY0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ759123(NAD 83)
 PY0428_MARKER: DB = BENCH MARK DISK
 PY0428_SETTING: 80 = SET IN A BOULDER
 PY0428_STAMPING: E 232 1960
 PY0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0428+STABILITY: SURFACE MOTION
 PY0428
 PY0428  HISTORY     - Date     Condition        Report By
 PY0428  HISTORY     - 1960     MONUMENTED       CGS
 PY0428  HISTORY     - 1967     GOOD             NGS
 PY0428
 PY0428                          STATION DESCRIPTION
 PY0428
 PY0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0428'12.45 MI SW FROM BIG SPRINGS.
 PY0428'12.45 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 PY0428'STATION AT BIG SPRINGS, 95 1/2 FEET NORTH OF THE TENTH POLE NORTH OF
 PY0428'MILEPOLE 78, ON THE SOUTHEAST SIDE OF A 30-BY 40-FOOT LAVA COVERED
 PY0428'KNOLL, IN TOP OF A LAVA BOULDER WHICH PROJECTS 1 FOOT ABOVE THE
 PY0428'GROUND, 69.7 FEET EAST OF THE EAST RAIL, 6.2 FEET NORTHEAST OF A
 PY0428'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 PY0428
 PY0428                          STATION RECOVERY (1967)
 PY0428
 PY0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0025 ***********************************************************************
 QA0025  DESIGNATION -  E 233
 QA0025  PID         -  QA0025
 QA0025  STATE/COUNTY-  ID/CUSTER
 QA0025  USGS QUAD   -  PATS CREEK (1989)
 QA0025
 QA0025                         *CURRENT SURVEY CONTROL
 QA0025  ___________________________________________________________________
 QA0025* NAD 83(1986)-  44 30 19.     (N)    114 20 47.     (W)     SCALED    
 QA0025* NAVD 88     -      2023.511  (meters)    6638.80   (feet)  ADJUSTED  
 QA0025  ___________________________________________________________________
 QA0025  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 QA0025  DYNAMIC HT  -        2022.346 (meters)    6634.98  (feet)  COMP
 QA0025  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 QA0025
 QA0025  VERT ORDER  -  SECOND    CLASS 0
 QA0025
 QA0025.The horizontal coordinates were scaled from a topographic map and have
 QA0025.an estimated accuracy of +/- 6 seconds.
 QA0025
 QA0025.The orthometric height was determined by differential leveling
 QA0025.and adjusted by the National Geodetic Survey in June 1991..
 QA0025
 QA0025.The geoid height was determined by GEOID03.
 QA0025
 QA0025.The dynamic height is computed by dividing the NAVD 88
 QA0025.geopotential number by the normal gravity value computed on the
 QA0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0025.degrees latitude (g = 980.6199 gals.).
 QA0025
 QA0025.The modeled gravity was interpolated from observed gravity values.
 QA0025
 QA0025;                    North         East    Units  Estimated Accuracy
 QA0025;SPC ID C     -   315,400.      472,460.      MT  (+/- 180 meters Scaled)
 QA0025
 QA0025                          SUPERSEDED SURVEY CONTROL
 QA0025
 QA0025  NGVD 29 (??/??/92) 2022.214  (m)         6634.55   (f) ADJ UNCH    2 0
 QA0025
 QA0025.Superseded values are not recommended for survey control.
 QA0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0025.See file dsdata.txt to determine how the superseded data were derived.
 QA0025
 QA0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK109314(NAD 83)
 QA0025_MARKER: DB = BENCH MARK DISK
 QA0025_SETTING: 66 = SET IN ROCK OUTCROP
 QA0025_SP_SET: ROCK OUTCROP
 QA0025_STAMPING: E 233 1960
 QA0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0025+STABILITY: POSITION/ELEVATION WELL
 QA0025
 QA0025  HISTORY     - Date     Condition        Report By
 QA0025  HISTORY     - 1960     MONUMENTED       CGS
 QA0025
 QA0025                          STATION DESCRIPTION
 QA0025
 QA0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0025'7.65 MI W FROM CHALLIS.
 QA0025'7.65 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0025'AT CHALLIS, 0.15 MILE EAST OF THE CROSSING OF BIG HILL CREEK, ON THE
 QA0025'OUTSIDE OF A CURVE, ON THE SIDE OF A SMALL KNOLL, IN TOP OF A 3-BY
 QA0025'9-FOOT ROCK OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND,
 QA0025'65 FEET EAST OF THE CENTER LINE OF THE ROAD, 11.8 FEET EAST OF A
 QA0025'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0157 ***********************************************************************
 QA0157  DESIGNATION -  E 234
 QA0157  PID         -  QA0157
 QA0157  STATE/COUNTY-  ID/CUSTER
 QA0157  USGS QUAD   -  CUSTER (1963)
 QA0157
 QA0157                         *CURRENT SURVEY CONTROL
 QA0157  ___________________________________________________________________
 QA0157* NAD 83(1986)-  44 24 07.     (N)    114 39 28.     (W)     SCALED    
 QA0157* NAVD 88     -      2099.444  (meters)    6887.93   (feet)  ADJUSTED  
 QA0157  ___________________________________________________________________
 QA0157  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 QA0157  DYNAMIC HT  -        2098.153 (meters)    6883.69  (feet)  COMP
 QA0157  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 QA0157
 QA0157  VERT ORDER  -  SECOND    CLASS 0
 QA0157
 QA0157.The horizontal coordinates were scaled from a topographic map and have
 QA0157.an estimated accuracy of +/- 6 seconds.
 QA0157
 QA0157.The orthometric height was determined by differential leveling
 QA0157.and adjusted by the National Geodetic Survey in June 1991..
 QA0157
 QA0157.The geoid height was determined by GEOID03.
 QA0157
 QA0157.The dynamic height is computed by dividing the NAVD 88
 QA0157.geopotential number by the normal gravity value computed on the
 QA0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0157.degrees latitude (g = 980.6199 gals.).
 QA0157
 QA0157.The modeled gravity was interpolated from observed gravity values.
 QA0157
 QA0157;                    North         East    Units  Estimated Accuracy
 QA0157;SPC ID C     -   304,070.      447,600.      MT  (+/- 180 meters Scaled)
 QA0157
 QA0157                          SUPERSEDED SURVEY CONTROL
 QA0157
 QA0157  NGVD 29 (??/??/92) 2098.095  (m)         6883.50   (f) ADJ UNCH    2 0
 QA0157
 QA0157.Superseded values are not recommended for survey control.
 QA0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0157.See file dsdata.txt to determine how the superseded data were derived.
 QA0157
 QA0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK865191(NAD 83)
 QA0157_MARKER: DB = BENCH MARK DISK
 QA0157_SETTING: 66 = SET IN ROCK OUTCROP
 QA0157_SP_SET: ROCK OUTCROP
 QA0157_STAMPING: E 234 1960
 QA0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0157+STABILITY: POSITION/ELEVATION WELL
 QA0157
 QA0157  HISTORY     - Date     Condition        Report By
 QA0157  HISTORY     - 1960     MONUMENTED       CGS
 QA0157
 QA0157                          STATION DESCRIPTION
 QA0157
 QA0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0157'12.7 MI N FROM SUNBEAM.
 QA0157'12.7 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AND STORE AT
 QA0157'SUNBEAM, AT THE SUMMIT OF A GRADE, SET VERTICALLY IN THE EAST FACE OF
 QA0157'A LARGE OUTCROP WHICH PROJECTS ABOUT 11 FEET ABOVE THE GROUND, 25 FEET
 QA0157'NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET ABOVE THE
 QA0157'GROUND, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0442 ***********************************************************************
 PY0442  DESIGNATION -  E 234
 PY0442  PID         -  PY0442
 PY0442  STATE/COUNTY-  ID/FREMONT
 PY0442  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0442
 PY0442                         *CURRENT SURVEY CONTROL
 PY0442  ___________________________________________________________________
 PY0442* NAD 83(1986)-  44 07 32.     (N)    111 18 38.     (W)     SCALED    
 PY0442* NAVD 88     -      1684.122  (meters)    5525.32   (feet)  POSTED    
 PY0442  ___________________________________________________________________
 PY0442  GEOID HEIGHT-         -10.10  (meters)                     GEOID03
 PY0442  DYNAMIC HT  -        1683.230 (meters)    5522.40  (feet)  COMP
 PY0442  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 PY0442
 PY0442  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0442
 PY0442.The horizontal coordinates were scaled from a topographic map and have
 PY0442.an estimated accuracy of +/- 6 seconds.
 PY0442
 PY0442.The orthometric height was determined by differential leveling
 PY0442.and adjusted by the National Geodetic Survey in 1992..
 PY0442.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0442.rate of 0.0 thru 1.0 mm/km.
 PY0442
 PY0442.The geoid height was determined by GEOID03.
 PY0442
 PY0442.The dynamic height is computed by dividing the NAVD 88
 PY0442.geopotential number by the normal gravity value computed on the
 PY0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0442.degrees latitude (g = 980.6199 gals.).
 PY0442
 PY0442.The modeled gravity was interpolated from observed gravity values.
 PY0442
 PY0442;                    North         East    Units  Estimated Accuracy
 PY0442;SPC ID E     -   273,500.      268,520.      MT  (+/- 180 meters Scaled)
 PY0442
 PY0442                          SUPERSEDED SURVEY CONTROL
 PY0442
 PY0442  NGVD 29 (??/??/92) 1682.994  (m)         5521.62   (f) ADJ UNCH    2 0
 PY0442
 PY0442.Superseded values are not recommended for survey control.
 PY0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0442.See file dsdata.txt to determine how the superseded data were derived.
 PY0442
 PY0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP751858(NAD 83)
 PY0442_MARKER: DB = BENCH MARK DISK
 PY0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0442_STAMPING: E 234 1946
 PY0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0442+STABILITY: SURFACE MOTION
 PY0442
 PY0442  HISTORY     - Date     Condition        Report By
 PY0442  HISTORY     - 1946     MONUMENTED       DOD
 PY0442
 PY0442                          STATION DESCRIPTION
 PY0442
 PY0442'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0442'9.6 MI NE FROM ASHTON.
 PY0442'9.6 MILES NORTHEAST ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT
 PY0442'COUNTY, 1.0 MILE NORTH OF FREDS STORE AT WARM RIVER, 0.3 MILE NORTH OF
 PY0442'THE SOUTH ENTRANCE TO TARGHEE NATIONAL FOREST, 24 FEET WEST OF THE
 PY0442'HIGHWAY, AND 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A CORPS
 PY0442'OF ENGINEERS, U.S. ARMY STANDARD DISK, STAMPED E 234 1946 AND SET IN
 PY0442'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0496 ***********************************************************************
 PY0496  DESIGNATION -  E 235
 PY0496  PID         -  PY0496
 PY0496  STATE/COUNTY-  ID/FREMONT
 PY0496  USGS QUAD   -  ISLAND PARK DAM (1964)
 PY0496
 PY0496                         *CURRENT SURVEY CONTROL
 PY0496  ___________________________________________________________________
 PY0496* NAD 83(1986)-  44 23 32.     (N)    111 23 44.     (W)     SCALED    
 PY0496* NAVD 88     -      1906.197  (meters)    6253.91   (feet)  ADJUSTED  
 PY0496  ___________________________________________________________________
 PY0496  GEOID HEIGHT-          -9.59  (meters)                     GEOID03
 PY0496  DYNAMIC HT  -        1905.127 (meters)    6250.40  (feet)  COMP
 PY0496  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 PY0496
 PY0496  VERT ORDER  -  FIRST     CLASS II
 PY0496
 PY0496.The horizontal coordinates were scaled from a topographic map and have
 PY0496.an estimated accuracy of +/- 6 seconds.
 PY0496
 PY0496.The orthometric height was determined by differential leveling
 PY0496.and adjusted by the National Geodetic Survey in June 1991..
 PY0496
 PY0496.The geoid height was determined by GEOID03.
 PY0496
 PY0496.The dynamic height is computed by dividing the NAVD 88
 PY0496.geopotential number by the normal gravity value computed on the
 PY0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0496.degrees latitude (g = 980.6199 gals.).
 PY0496
 PY0496.The modeled gravity was interpolated from observed gravity values.
 PY0496
 PY0496;                    North         East    Units  Estimated Accuracy
 PY0496;SPC ID E     -   303,060.      261,440.      MT  (+/- 180 meters Scaled)
 PY0496
 PY0496                          SUPERSEDED SURVEY CONTROL
 PY0496
 PY0496  NGVD 29 (08/20/92) 1905.002  (m)         6249.99   (f) ADJUSTED    1 2
 PY0496
 PY0496.Superseded values are not recommended for survey control.
 PY0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0496.See file dsdata.txt to determine how the superseded data were derived.
 PY0496
 PY0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ684155(NAD 83)
 PY0496_MARKER: DD = SURVEY DISK
 PY0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0496_STAMPING: E 235 1946
 PY0496_MARK LOGO: USE   
 PY0496_PROJECTION: PROJECTING 10 CENTIMETERS
 PY0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0496+STABILITY: SURFACE MOTION
 PY0496
 PY0496  HISTORY     - Date     Condition        Report By
 PY0496  HISTORY     - 1946     MONUMENTED       DOD
 PY0496  HISTORY     - 1983     GOOD             NGS
 PY0496
 PY0496                          STATION DESCRIPTION
 PY0496
 PY0496'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0496'33.6 MI N FROM ASHTON.
 PY0496'33.6 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0496'1.9 MILES NORTH OF LAST CHANCE LODGE, 27 FEET NORTHWEST OF THE
 PY0496'HIGHWAY, 25 FEET NORTHEAST OF A ROAD LEADING WEST, AND 2.5 FEET
 PY0496'SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S.
 PY0496'ARMY, STANDARD DISK, STAMPED E 235 1946 AND SET IN THE TOP OF A
 PY0496'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 PY0496
 PY0496                          STATION RECOVERY (1983)
 PY0496
 PY0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0496'RECOVERED IN GOOD CONDITION.
 PY0496'A NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY
 PY0496'47 FROM THE UNION PACIFIC RAILROAD STATION IN ASHTON, THENCE 36.0 KM
 PY0496'(22.35 MI) NORTHERLY ALONG U.S. HIGHWAY 20, THENCE 3.1 KM (1.95 MI)
 PY0496'NORTH ALONG A PAVED AND GRAVELED FOREST SERVICE ROAD, 8.3 METERS (27.2
 PY0496'FT) NORTHWEST OF THE CENTER OF THE ROAD, AND 7.7 METERS (25.3 FT)
 PY0496'NORTHEAST OF THE CENTER OF A TRACK ROAD.
 PY0496'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PY0496'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0248 ***********************************************************************
 RZ0248  DESIGNATION -  E 24
 RZ0248  PID         -  RZ0248
 RZ0248  STATE/COUNTY-  ID/NEZ PERCE
 RZ0248  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ0248
 RZ0248                         *CURRENT SURVEY CONTROL
 RZ0248  ___________________________________________________________________
 RZ0248* NAD 83(1986)-  46 20 15.     (N)    116 38 38.     (W)     SCALED    
 RZ0248* NAVD 88     -      1003.210  (meters)    3291.36   (feet)  ADJUSTED  
 RZ0248  ___________________________________________________________________
 RZ0248  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 RZ0248  DYNAMIC HT  -        1003.063 (meters)    3290.88  (feet)  COMP
 RZ0248  MODELED GRAV-     980,433.9   (mgal)                       NAVD 88
 RZ0248
 RZ0248  VERT ORDER  -  FIRST     CLASS II
 RZ0248
 RZ0248.The horizontal coordinates were scaled from a topographic map and have
 RZ0248.an estimated accuracy of +/- 6 seconds.
 RZ0248
 RZ0248.The orthometric height was determined by differential leveling
 RZ0248.and adjusted by the National Geodetic Survey in June 1991..
 RZ0248
 RZ0248.The geoid height was determined by GEOID03.
 RZ0248
 RZ0248.The dynamic height is computed by dividing the NAVD 88
 RZ0248.geopotential number by the normal gravity value computed on the
 RZ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0248.degrees latitude (g = 980.6199 gals.).
 RZ0248
 RZ0248.The modeled gravity was interpolated from observed gravity values.
 RZ0248
 RZ0248;                    North         East    Units  Estimated Accuracy
 RZ0248;SPC ID W     -   519,340.      731,180.      MT  (+/- 180 meters Scaled)
 RZ0248
 RZ0248                          SUPERSEDED SURVEY CONTROL
 RZ0248
 RZ0248  NGVD 29 (??/??/92) 1002.142  (m)         3287.86   (f) ADJ UNCH    1 2
 RZ0248
 RZ0248.Superseded values are not recommended for survey control.
 RZ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0248.See file dsdata.txt to determine how the superseded data were derived.
 RZ0248
 RZ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM274316(NAD 83)
 RZ0248_MARKER: DB = BENCH MARK DISK
 RZ0248_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0248_SP_SET: ROCK OUTCROP
 RZ0248_STAMPING: E 24 1933
 RZ0248_MARK LOGO: CGS   
 RZ0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0248+STABILITY: POSITION/ELEVATION WELL
 RZ0248
 RZ0248  HISTORY     - Date     Condition        Report By
 RZ0248  HISTORY     - 1933     MONUMENTED       CGS
 RZ0248  HISTORY     - 1965     MARK NOT FOUND   NGS
 RZ0248  HISTORY     - 1982     GOOD             NGS
 RZ0248  HISTORY     - 1982     GOOD             USGS
 RZ0248
 RZ0248                          STATION DESCRIPTION
 RZ0248
 RZ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RZ0248'6.6 MI S FROM CULDESAC.
 RZ0248'ABOUT 6.6 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE CAMAS PRAIRIE
 RZ0248'RAILROAD CROSSING AT CULDESAC, NEZ PERCE COUNTY, ON CULDESAC HILL,
 RZ0248'ABOUT 100 FEET NORTHWEST OF BRADYS LUNCH PLACE, 6 FEET NORTH OF THE
 RZ0248'NORTH END OF A GUARDRAIL, 30 FEET NORTH OF THE CENTER LINE OF THE
 RZ0248'HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 1 FOOT LOWER THAN THE
 RZ0248'HIGHWAY.  A STANDARD DISK, STAMPED E 24 1933.  NOTE-- THE LUNCH PLACE
 RZ0248'HAS BEEN REMOVED AND THE ROAD HAS BEEN CHANGED.  THE MARK MAY HAVE
 RZ0248'BEEN DESTROYED.
 RZ0248
 RZ0248                          STATION RECOVERY (1982)
 RZ0248
 RZ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0248'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 RZ0248'FOLLOWS.  9.95 KM (6.2 MI) SOUTH ALONG THE NORTH-SOUTH HIGHWAY FROM
 RZ0248'THE JUNCTION OF US HIGHWAY 95 IN CULDESAC, IN TOP OF A 1- BY 1-FOOT
 RZ0248'VOLCANIC ROCK AT THE BASE OF THE EAST END OF A VOLCANIC ROCK CUT, AT A
 RZ0248'HAIRPIN CURVE, 8.5 METERS (28 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 RZ0248'32.9 METERS (108 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST,
 RZ0248'3.0 METERS (10 FT) NORTHEAST OF THE NORTH END OF A STEEL GUARDRAIL.
 RZ0248'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RZ0248'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RZ0248
 RZ0248                          STATION RECOVERY (1982)
 RZ0248
 RZ0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RZ0248'OLD U.S. HIGHWAY 95, IS NOW A COUNTY ROAD. U.S. HIGHWAY 95 HAS BEEN
 RZ0248'RE-ROUTED TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0930 ***********************************************************************
 RA0930  DESIGNATION -  E 25
 RA0930  PID         -  RA0930
 RA0930  STATE/COUNTY-  ID/IDAHO
 RA0930  USGS QUAD   -  FENN (1963)
 RA0930
 RA0930                         *CURRENT SURVEY CONTROL
 RA0930  ___________________________________________________________________
 RA0930* NAD 83(1986)-  45 59 21.     (N)    116 18 16.     (W)     SCALED    
 RA0930* NAVD 88     -      1014.184  (meters)    3327.37   (feet)  ADJUSTED  
 RA0930  ___________________________________________________________________
 RA0930  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 RA0930  DYNAMIC HT  -        1014.004 (meters)    3326.78  (feet)  COMP
 RA0930  MODELED GRAV-     980,402.4   (mgal)                       NAVD 88
 RA0930
 RA0930  VERT ORDER  -  FIRST     CLASS II
 RA0930
 RA0930.The horizontal coordinates were scaled from a topographic map and have
 RA0930.an estimated accuracy of +/- 6 seconds.
 RA0930
 RA0930.The orthometric height was determined by differential leveling
 RA0930.and adjusted by the National Geodetic Survey in June 1991..
 RA0930.WARNING-Repeat measurements at this control monument indicate possible
 RA0930.vertical movement.
 RA0930
 RA0930.The geoid height was determined by GEOID03.
 RA0930
 RA0930.The dynamic height is computed by dividing the NAVD 88
 RA0930.geopotential number by the normal gravity value computed on the
 RA0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0930.degrees latitude (g = 980.6199 gals.).
 RA0930
 RA0930.The modeled gravity was interpolated from observed gravity values.
 RA0930
 RA0930;                    North         East    Units  Estimated Accuracy
 RA0930;SPC ID W     -   480,390.      757,050.      MT  (+/- 180 meters Scaled)
 RA0930
 RA0930                          SUPERSEDED SURVEY CONTROL
 RA0930
 RA0930.No superseded survey control is available for this station.
 RA0930
 RA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL538930(NAD 83)
 RA0930_MARKER: DB = BENCH MARK DISK
 RA0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0930_SP_SET: MONUMENT
 RA0930_STAMPING: E 25 1933
 RA0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0930
 RA0930  HISTORY     - Date     Condition        Report By
 RA0930  HISTORY     - 1933     MONUMENTED       CGS
 RA0930  HISTORY     - 1966     GOOD             NGS
 RA0930
 RA0930                          STATION DESCRIPTION
 RA0930
 RA0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RA0930'5.4 MI SE FROM COTTONWOOD.
 RA0930'5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 95 FROM THE COTTONWOOD CHONICLE
 RA0930'BUILDING AT COTTONWOOD, 0.2 MILE NORTHWEST OF MILE POST NO. 262, 0.15
 RA0930'MILE SOUTHEAST OF A COUNTY ROAD CROSSING, 200 FEET NORTHWEST OF A
 RA0930'FIELD APPROACH THAT CROSSES THE RAILROAD, 62 FEET SOUTHWEST OF THE
 RA0930'CENTER OF THE HIGHWAY, 47.5 FEET NORTHEAST OF THE NEAREST RAIL OF THE
 RA0930'RAILROAD, 30 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF
 RA0930'THE RIGHT-OF-WAY FENCE AND 0.5 FOOT SOUTHEAST OF A METAL WITNESS POST,
 RA0930'A STANDARD SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 RA0930'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0316 ***********************************************************************
 OH0316  DESIGNATION -  E 251
 OH0316  PID         -  OH0316
 OH0316  STATE/COUNTY-  ID/OWYHEE
 OH0316  USGS QUAD   -  JACKASS BUTTE (1992)
 OH0316
 OH0316                         *CURRENT SURVEY CONTROL
 OH0316  ___________________________________________________________________
 OH0316* NAD 83(1986)-  43 03 00.     (N)    116 14 44.     (W)     SCALED    
 OH0316* NAVD 88     -       752.764  (meters)    2469.69   (feet)  ADJUSTED  
 OH0316  ___________________________________________________________________
 OH0316  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 OH0316  DYNAMIC HT  -         752.449 (meters)    2468.66  (feet)  COMP
 OH0316  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 OH0316
 OH0316  VERT ORDER  -  SECOND    CLASS 0
 OH0316
 OH0316.The horizontal coordinates were scaled from a topographic map and have
 OH0316.an estimated accuracy of +/- 6 seconds.
 OH0316
 OH0316.The orthometric height was determined by differential leveling
 OH0316.and adjusted by the National Geodetic Survey in June 1991..
 OH0316
 OH0316.The geoid height was determined by GEOID03.
 OH0316
 OH0316.The dynamic height is computed by dividing the NAVD 88
 OH0316.geopotential number by the normal gravity value computed on the
 OH0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0316.degrees latitude (g = 980.6199 gals.).
 OH0316
 OH0316.The modeled gravity was interpolated from observed gravity values.
 OH0316
 OH0316;                    North         East    Units  Estimated Accuracy
 OH0316;SPC ID W     -   153,770.      759,630.      MT  (+/- 180 meters Scaled)
 OH0316
 OH0316                          SUPERSEDED SURVEY CONTROL
 OH0316
 OH0316  NGVD 29 (??/??/92)  751.883  (m)         2466.80   (f) ADJ UNCH    2 0
 OH0316
 OH0316.Superseded values are not recommended for survey control.
 OH0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0316.See file dsdata.txt to determine how the superseded data were derived.
 OH0316
 OH0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH614666(NAD 83)
 OH0316_MARKER: DB = BENCH MARK DISK
 OH0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0316_STAMPING: E 251 1961
 OH0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0316+STABILITY: SURFACE MOTION
 OH0316
 OH0316  HISTORY     - Date     Condition        Report By
 OH0316  HISTORY     - 1961     MONUMENTED       CGS
 OH0316
 OH0316                          STATION DESCRIPTION
 OH0316
 OH0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OH0316'9.2 MI NW FROM GRAND VIEW.
 OH0316'8.8 MILES NORTHWEST ALONG PAVED ROAD FROM THE GRAND VIEW JUNCTION TO
 OH0316'MURPHY, THEN LEFT, NORTH, ON PAVED ROAD FOR 0.4 MILE, 29 FEET EAST OF
 OH0316'CENTERLINE OF ROAD, 2 FEET LOWER THAN ROAD, 2.8 FEET SOUTH OF
 OH0316'POWERLINE POLE, 2.8 FEET NORTH OF A WITNESS POST, SET IN TOP OF AN 11
 OH0316'INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0765 ***********************************************************************
 NU0765  DESIGNATION -  E 263 RESET
 NU0765  PID         -  NU0765
 NU0765  STATE/COUNTY-  ID/POWER
 NU0765  USGS QUAD   -  NEELEY (1971)
 NU0765
 NU0765                         *CURRENT SURVEY CONTROL
 NU0765  ___________________________________________________________________
 NU0765* NAD 83(1986)-  42 43 43.     (N)    112 52 54.     (W)     SCALED    
 NU0765* NAVD 88     -      1371.435  (meters)    4499.45   (feet)  ADJUSTED  
 NU0765  ___________________________________________________________________
 NU0765  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 NU0765  DYNAMIC HT  -        1370.641 (meters)    4496.84  (feet)  COMP
 NU0765  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 NU0765
 NU0765  VERT ORDER  -  FIRST     CLASS II
 NU0765
 NU0765.The horizontal coordinates were scaled from a topographic map and have
 NU0765.an estimated accuracy of +/- 6 seconds.
 NU0765
 NU0765.The orthometric height was determined by differential leveling
 NU0765.and adjusted by the National Geodetic Survey in June 1991..
 NU0765.WARNING-Repeat measurements at this control monument indicate possible
 NU0765.vertical movement.
 NU0765
 NU0765.The geoid height was determined by GEOID03.
 NU0765
 NU0765.The dynamic height is computed by dividing the NAVD 88
 NU0765.geopotential number by the normal gravity value computed on the
 NU0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0765.degrees latitude (g = 980.6199 gals.).
 NU0765
 NU0765.The modeled gravity was interpolated from observed gravity values.
 NU0765
 NU0765;                    North         East    Units  Estimated Accuracy
 NU0765;SPC ID E     -   118,200.      141,450.      MT  (+/- 180 meters Scaled)
 NU0765
 NU0765                          SUPERSEDED SURVEY CONTROL
 NU0765
 NU0765  NGVD 29 (??/??/92) 1370.404  (m)         4496.07   (f) ADJ UNCH    1 2
 NU0765
 NU0765.Superseded values are not recommended for survey control.
 NU0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0765.See file dsdata.txt to determine how the superseded data were derived.
 NU0765
 NU0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN459323(NAD 83)
 NU0765_MARKER: DD = SURVEY DISK
 NU0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0765_STAMPING: E 263 RESET 1938
 NU0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0765+STABILITY: SURFACE MOTION
 NU0765
 NU0765  HISTORY     - Date     Condition        Report By
 NU0765  HISTORY     - 1938     MONUMENTED       IDPWD
 NU0765  HISTORY     - 1960     GOOD             NGS
 NU0765
 NU0765                          STATION DESCRIPTION
 NU0765
 NU0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0765'4 MI S FROM AMERICAN FALLS.
 NU0765'2.7 MI S ALONG THE OLD ROUTING OF U.S. HIGHWAY 30N FROM THE POST
 NU0765'OFFICE IN AMERICAN FALLS TO THE JUNCTION WITH STATE HIGHWAY 37 AT THE
 NU0765'ROCKLAND OVERPASS ON INTERSTATE HIGHWAY 15, THENCE 1.3 MILE SOUTH
 NU0765'ALONG STATE HIGHWAY 37 TO A JUNCTION WITH A ROAD LEADING TO THE LEFT
 NU0765'TO INDIAN SPRINGS, 0.4 MILE AFTER PASSING HIGHWAY MILE POST 67, 49
 NU0765'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET FROM THE
 NU0765'INTERSECTION AND AT A FENCE CORNER, A STANDARD BRONZE DISK OF THE
 NU0765'IDAHO DEPARTMENT OF PUBLIC WORKS SET IN A PRECAST CONCRETE POST
 NU0765'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0201 ***********************************************************************
 RA0201  DESIGNATION -  E 27
 RA0201  PID         -  RA0201
 RA0201  STATE/COUNTY-  ID/ADAMS
 RA0201  USGS QUAD   -  BALLY MOUNTAIN (1963)
 RA0201
 RA0201                         *CURRENT SURVEY CONTROL
 RA0201  ___________________________________________________________________
 RA0201* NAD 83(1986)-  45 03 26.     (N)    116 17 13.     (W)     SCALED    
 RA0201* NAVD 88     -      1168.167  (meters)    3832.56   (feet)  ADJUSTED  
 RA0201  ___________________________________________________________________
 RA0201  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 RA0201  DYNAMIC HT  -        1167.760 (meters)    3831.23  (feet)  COMP
 RA0201  MODELED GRAV-     980,228.8   (mgal)                       NAVD 88
 RA0201
 RA0201  VERT ORDER  -  FIRST     CLASS II
 RA0201
 RA0201.The horizontal coordinates were scaled from a topographic map and have
 RA0201.an estimated accuracy of +/- 6 seconds.
 RA0201
 RA0201.The orthometric height was determined by differential leveling
 RA0201.and adjusted by the National Geodetic Survey in June 1991..
 RA0201
 RA0201.The geoid height was determined by GEOID03.
 RA0201
 RA0201.The dynamic height is computed by dividing the NAVD 88
 RA0201.geopotential number by the normal gravity value computed on the
 RA0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0201.degrees latitude (g = 980.6199 gals.).
 RA0201
 RA0201.The modeled gravity was interpolated from observed gravity values.
 RA0201
 RA0201;                    North         East    Units  Estimated Accuracy
 RA0201;SPC ID W     -   376,810.      757,710.      MT  (+/- 180 meters Scaled)
 RA0201
 RA0201                          SUPERSEDED SURVEY CONTROL
 RA0201
 RA0201.No superseded survey control is available for this station.
 RA0201
 RA0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK561895(NAD 83)
 RA0201_MARKER: DB = BENCH MARK DISK
 RA0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0201_SP_SET: MONUMENT
 RA0201_STAMPING: E 27 1933
 RA0201_MARK LOGO: CGS   
 RA0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0201
 RA0201  HISTORY     - Date     Condition        Report By
 RA0201  HISTORY     - 1933     MONUMENTED       CGS
 RA0201  HISTORY     - 1966     GOOD             NGS
 RA0201  HISTORY     - 1982     POOR             NGS
 RA0201
 RA0201                          STATION DESCRIPTION
 RA0201
 RA0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RA0201'5.9 MI N FROM NEW MEADOWS.
 RA0201'5.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT NEW
 RA0201'MEADOWS, 0.15 MILE NORTH OF MILE POST NO. 171, 250 FEET SOUTH OF A
 RA0201'CULVERT UNDER THE HIGHWAY, 100 FEET NORTH OF A JOG IN THE RIGHT-OF-WAY
 RA0201'FENCE, 40 FEET WEST OF THE CENTER OF THE HIGHWAY, 25 FEET NORTHEAST OF
 RA0201'A TELEPHONE POLE, 10 FEET EAST OF THE RIGHT-OF-WAY FENCE AND 0.5 FOOT
 RA0201'SOUTH OF A METAL WITNESS POST SET IN A 10-INCH SQUARE CONCRETE
 RA0201'MONUMENT THAT PROJECTS 5 INCHES.
 RA0201
 RA0201                          STATION RECOVERY (1982)
 RA0201
 RA0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0201'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  9.65 KM
 RA0201'(5.95 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 RA0201'55 IN NEW MEADOWS, 0.4 KM (0.25 MI) SOUTH OF THE SOUTH END OF A CURVE,
 RA0201'89.0 METERS (292 FT) SOUTH ACROSS THE HIGHWAY FROM MILEPOST 167,
 RA0201'12.5 METERS (41 FT) WEST OF THE HIGHWAY CENTERLINE, 7.6 METERS (25 FT)
 RA0201'NORTH OF TELEPHONE POLE 94, 2.9 METERS (9.5 FT) EAST OF THE RIGHT OF
 RA0201'WAY FENCE.
 RA0201'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 RA0201'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0180 ***********************************************************************
 TO0180  DESIGNATION -  E 281
 TO0180  PID         -  TO0180
 TO0180  STATE/COUNTY-  ID/BONNER
 TO0180  USGS QUAD   -  SANDPOINT (1996)
 TO0180
 TO0180                         *CURRENT SURVEY CONTROL
 TO0180  ___________________________________________________________________
 TO0180* NAD 83(1986)-  48 15 08.     (N)    116 36 37.     (W)     SCALED    
 TO0180* NAVD 88     -       638.945  (meters)    2096.27   (feet)  ADJUSTED  
 TO0180  ___________________________________________________________________
 TO0180  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TO0180  DYNAMIC HT  -         638.998 (meters)    2096.45  (feet)  COMP
 TO0180  MODELED GRAV-     980,675.1   (mgal)                       NAVD 88
 TO0180
 TO0180  VERT ORDER  -  FIRST     CLASS II
 TO0180
 TO0180.The horizontal coordinates were scaled from a topographic map and have
 TO0180.an estimated accuracy of +/- 6 seconds.
 TO0180
 TO0180.The orthometric height was determined by differential leveling
 TO0180.and adjusted by the National Geodetic Survey in June 1991..
 TO0180
 TO0180.The geoid height was determined by GEOID03.
 TO0180
 TO0180.The dynamic height is computed by dividing the NAVD 88
 TO0180.geopotential number by the normal gravity value computed on the
 TO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0180.degrees latitude (g = 980.6199 gals.).
 TO0180
 TO0180.The modeled gravity was interpolated from observed gravity values.
 TO0180
 TO0180;                    North         East    Units  Estimated Accuracy
 TO0180;SPC ID W     -   732,170.      736,120.      MT  (+/- 180 meters Scaled)
 TO0180
 TO0180                          SUPERSEDED SURVEY CONTROL
 TO0180
 TO0180  NGVD 29 (??/??/92)  637.761  (m)         2092.39   (f) ADJ UNCH    1 2
 TO0180
 TO0180.Superseded values are not recommended for survey control.
 TO0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0180.See file dsdata.txt to determine how the superseded data were derived.
 TO0180
 TO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP289444(NAD 83)
 TO0180_MARKER: DB = BENCH MARK DISK
 TO0180_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TO0180_SP_SET: BRIDGE PIER
 TO0180_STAMPING: E 281 1942
 TO0180_MARK LOGO: CGS   
 TO0180_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TO0180+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1994
 TO0180
 TO0180  HISTORY     - Date     Condition        Report By
 TO0180  HISTORY     - 1942     MONUMENTED       CGS
 TO0180  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0180  HISTORY     - 1980     GOOD             NGS
 TO0180  HISTORY     - 19940823 GOOD             NGS
 TO0180
 TO0180                          STATION DESCRIPTION
 TO0180
 TO0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0180'3.8 MI SW FROM SANDPOINT.
 TO0180'3.18 MILES SOUTHWEST ALONG S.I.RR. ALONG THE RAILROAD FROM THE
 TO0180'SPOKANE-INTERNATIONAL DEPOT, AT HIGHWAY OVERPASS NO. 230.6, 40 FEET
 TO0180'WEST OF CENTER LINE OF MAIN TRACK, 10 FEET NORTH OF THE SOUTHWEST FACE
 TO0180'OF PIER AND 6 FEET ABOVE TRACK LEVEL.  STAMPED E 281 1942.
 TO0180
 TO0180                          STATION RECOVERY (1967)
 TO0180
 TO0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0180'MARK NOT FOUND.
 TO0180
 TO0180                          STATION RECOVERY (1980)
 TO0180
 TO0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0180'5.3 KILOMETERS (3.3 MILES) SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 TO0180'SPOLANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, 0.2 KILOMETERS (0.1
 TO0180'MILE) NORTHWEST OF THE POST OFFICE IN DOVER, SET VERTICALLY IN THE
 TO0180'SOUTH FACE OF THE NORTH PIER OF A HIGHWAY BRIDGE OVER THE SPOKANE
 TO0180'INTERNATIONAL RAILWAY, 43.6 METERS (143 FEET) WEST OF BENCH MARK M
 TO0180'385, 8.8 METERS (29.0 FEET) NORTH OF THE NORTH RAIL OF THE TRACKS,
 TO0180'6.4 METERS (21.0 FEET) WEST OF THE EAST END OF THE PIER.
 TO0180'THE MARK IS 0.9 M ABOVE THE TRACKS.
 TO0180
 TO0180                          STATION RECOVERY (1994)
 TO0180
 TO0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (BEK)
 TO0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0361 ***********************************************************************
 TO0361  DESIGNATION -  E 282
 TO0361  PID         -  TO0361
 TO0361  STATE/COUNTY-  ID/BONNER
 TO0361  USGS QUAD   -  NEWPORT (1986)
 TO0361
 TO0361                         *CURRENT SURVEY CONTROL
 TO0361  ___________________________________________________________________
 TO0361* NAD 83(1986)-  48 10 34.     (N)    117 01 09.     (W)     SCALED    
 TO0361* NAVD 88     -       639.466  (meters)    2097.98   (feet)  ADJUSTED  
 TO0361  ___________________________________________________________________
 TO0361  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TO0361  DYNAMIC HT  -         639.525 (meters)    2098.17  (feet)  COMP
 TO0361  MODELED GRAV-     980,683.4   (mgal)                       NAVD 88
 TO0361
 TO0361  VERT ORDER  -  FIRST     CLASS II
 TO0361
 TO0361.The horizontal coordinates were scaled from a topographic map and have
 TO0361.an estimated accuracy of +/- 6 seconds.
 TO0361
 TO0361.The orthometric height was determined by differential leveling
 TO0361.and adjusted by the National Geodetic Survey in June 1991..
 TO0361
 TO0361.The geoid height was determined by GEOID03.
 TO0361
 TO0361.The dynamic height is computed by dividing the NAVD 88
 TO0361.geopotential number by the normal gravity value computed on the
 TO0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0361.degrees latitude (g = 980.6199 gals.).
 TO0361
 TO0361.The modeled gravity was interpolated from observed gravity values.
 TO0361
 TO0361;                    North         East    Units  Estimated Accuracy
 TO0361;SPC ID W     -   724,130.      705,620.      MT  (+/- 180 meters Scaled)
 TO0361
 TO0361                          SUPERSEDED SURVEY CONTROL
 TO0361
 TO0361  NGVD 29 (??/??/92)  638.29   (m)         2094.1    (f) COMPUTED    1 2
 TO0361
 TO0361.Superseded values are not recommended for survey control.
 TO0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0361.See file dsdata.txt to determine how the superseded data were derived.
 TO0361
 TO0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP985358(NAD 83)
 TO0361_MARKER: DD = SURVEY DISK
 TO0361_SETTING: 0 = UNSPECIFIED SETTING
 TO0361_STAMPING: E 282
 TO0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0361
 TO0361  HISTORY     - Date     Condition        Report By
 TO0361  HISTORY     - UNK      MONUMENTED       CGS
 TO0361  HISTORY     - 1942     GOOD             NGS
 TO0361  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0361
 TO0361                          STATION DESCRIPTION
 TO0361
 TO0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 TO0361'1.2 MI E FROM NEWPORT.
 TO0361'1.2 MILES EAST OF THE RAILWAY STATION AT NEWPORT, ALONG THE RAILWAY.
 TO0361'1.25 MILES WEST OF ALBANY FALLS, ABOUT 70 FEET EAST OF MILE-POST 1430,
 TO0361'50 FT. SOUTH OF TRACK CENTER, 8 FT. BELOW TRACK LEVEL.
 TO0361
 TO0361                          STATION RECOVERY (1980)
 TO0361
 TO0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0361'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-AREA
 TO0361'DESCRIBED IS NOW A FILL DUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0254 ***********************************************************************
 TO0254  DESIGNATION -  E 283
 TO0254  PID         -  TO0254
 TO0254  STATE/COUNTY-  ID/BONNER
 TO0254  USGS QUAD   -  QUARTZ MTN (1996)
 TO0254
 TO0254                         *CURRENT SURVEY CONTROL
 TO0254  ___________________________________________________________________
 TO0254* NAD 83(1986)-  48 15 18.     (N)    116 55 24.     (W)     SCALED    
 TO0254* NAVD 88     -       721.675  (meters)    2367.70   (feet)  ADJUSTED  
 TO0254  ___________________________________________________________________
 TO0254  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 TO0254  DYNAMIC HT  -         721.741 (meters)    2367.91  (feet)  COMP
 TO0254  MODELED GRAV-     980,679.3   (mgal)                       NAVD 88
 TO0254
 TO0254  VERT ORDER  -  FIRST     CLASS II
 TO0254
 TO0254.The horizontal coordinates were scaled from a topographic map and have
 TO0254.an estimated accuracy of +/- 6 seconds.
 TO0254
 TO0254.The orthometric height was determined by differential leveling
 TO0254.and adjusted by the National Geodetic Survey in June 1991..
 TO0254
 TO0254.The geoid height was determined by GEOID03.
 TO0254
 TO0254.The dynamic height is computed by dividing the NAVD 88
 TO0254.geopotential number by the normal gravity value computed on the
 TO0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0254.degrees latitude (g = 980.6199 gals.).
 TO0254
 TO0254.The modeled gravity was interpolated from observed gravity values.
 TO0254
 TO0254;                    North         East    Units  Estimated Accuracy
 TO0254;SPC ID W     -   732,790.      712,880.      MT  (+/- 180 meters Scaled)
 TO0254
 TO0254                          SUPERSEDED SURVEY CONTROL
 TO0254
 TO0254  NGVD 29 (??/??/92)  720.493  (m)         2363.82   (f) ADJ UNCH    1 2
 TO0254
 TO0254.Superseded values are not recommended for survey control.
 TO0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0254.See file dsdata.txt to determine how the superseded data were derived.
 TO0254
 TO0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP056446(NAD 83)
 TO0254_MARKER: DB = BENCH MARK DISK
 TO0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0254_STAMPING: E 283 1942
 TO0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0254+STABILITY: SURFACE MOTION
 TO0254
 TO0254  HISTORY     - Date     Condition        Report By
 TO0254  HISTORY     - 1942     MONUMENTED       CGS
 TO0254  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0254
 TO0254                          STATION DESCRIPTION
 TO0254
 TO0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0254'6.15 MI N FROM PRIEST RIVER.
 TO0254'ABOUT 6.15 MILES NORTH OF PRIEST RIVER CITY HALL, BONNER COUNTY, ON
 TO0254'WEST BRANCH ROAD, OPPOSITE T-ROAD WEST (PINE CREEK ROAD), 12 FEET
 TO0254'NORTH CENTERLINE DRIVE TO ABANDONED RANCH HOUSE, 40 FEET EAST OF AND 3
 TO0254'FEET ABOVE CENTERLINE WEST BRANCH ROAD, 2 FEET WEST OF FENCELINE.
 TO0254'WITNESS POST SET.  STAMPED E 283 1942.
 TO0254
 TO0254                          STATION RECOVERY (1967)
 TO0254
 TO0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0299 ***********************************************************************
 TO0299  DESIGNATION -  E 284
 TO0299  PID         -  TO0299
 TO0299  STATE/COUNTY-  ID/BONNER
 TO0299  USGS QUAD   -  LACLEDE (1996)
 TO0299
 TO0299                         *CURRENT SURVEY CONTROL
 TO0299  ___________________________________________________________________
 TO0299* NAD 83(1986)-  48 12 36.     (N)    116 52 12.     (W)     SCALED    
 TO0299* NAVD 88     -       735.612  (meters)    2413.42   (feet)  ADJUSTED  
 TO0299  ___________________________________________________________________
 TO0299  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 TO0299  DYNAMIC HT  -         735.674 (meters)    2413.62  (feet)  COMP
 TO0299  MODELED GRAV-     980,672.3   (mgal)                       NAVD 88
 TO0299
 TO0299  VERT ORDER  -  FIRST     CLASS II
 TO0299
 TO0299.The horizontal coordinates were scaled from a topographic map and have
 TO0299.an estimated accuracy of +/- 6 seconds.
 TO0299
 TO0299.The orthometric height was determined by differential leveling
 TO0299.and adjusted by the National Geodetic Survey in June 1991..
 TO0299
 TO0299.The geoid height was determined by GEOID03.
 TO0299
 TO0299.The dynamic height is computed by dividing the NAVD 88
 TO0299.geopotential number by the normal gravity value computed on the
 TO0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0299.degrees latitude (g = 980.6199 gals.).
 TO0299
 TO0299.The modeled gravity was interpolated from observed gravity values.
 TO0299
 TO0299;                    North         East    Units  Estimated Accuracy
 TO0299;SPC ID W     -   727,720.      716,770.      MT  (+/- 180 meters Scaled)
 TO0299
 TO0299                          SUPERSEDED SURVEY CONTROL
 TO0299
 TO0299  NGVD 29 (??/??/92)  734.430  (m)         2409.54   (f) ADJ UNCH    1 2
 TO0299
 TO0299.Superseded values are not recommended for survey control.
 TO0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0299.See file dsdata.txt to determine how the superseded data were derived.
 TO0299
 TO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP096396(NAD 83)
 TO0299_MARKER: DB = BENCH MARK DISK
 TO0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0299_STAMPING: E 284 1942
 TO0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0299+STABILITY: SURFACE MOTION
 TO0299
 TO0299  HISTORY     - Date     Condition        Report By
 TO0299  HISTORY     - 1942     MONUMENTED       CGS
 TO0299  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0299
 TO0299                          STATION DESCRIPTION
 TO0299
 TO0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0299'3.15 MI N FROM PRIEST RIVER.
 TO0299'3.15 MILES NORTH, ON EASTERN SHORT ROUTE TO COOLIN 30 FEET EAST OF THE
 TO0299'MAIN ROAD, 30 FEET NORTH OF A CROSSROAD, SET IN A CLEARED FLAT, 4 FEET
 TO0299'EAST OF THE FENCELINE.  WITNESS POST SET.  STAMPED E 284 1942. NOTE--
 TO0299'RD. CONSTR. IN AREA.
 TO0299
 TO0299                          STATION RECOVERY (1967)
 TO0299
 TO0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0387 ***********************************************************************
 SV0387  DESIGNATION -  E 285
 SV0387  PID         -  SV0387
 SV0387  STATE/COUNTY-  ID/KOOTENAI
 SV0387  USGS QUAD   -  RATHDRUM (1996)
 SV0387
 SV0387                         *CURRENT SURVEY CONTROL
 SV0387  ___________________________________________________________________
 SV0387* NAD 83(1986)-  47 45 20.     (N)    116 59 43.     (W)     SCALED    
 SV0387* NAVD 88     -       646.170  (meters)    2119.98   (feet)  ADJUSTED  
 SV0387  ___________________________________________________________________
 SV0387  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SV0387  DYNAMIC HT  -         646.206 (meters)    2120.09  (feet)  COMP
 SV0387  MODELED GRAV-     980,647.2   (mgal)                       NAVD 88
 SV0387
 SV0387  VERT ORDER  -  FIRST     CLASS II
 SV0387
 SV0387.The horizontal coordinates were scaled from a topographic map and have
 SV0387.an estimated accuracy of +/- 6 seconds.
 SV0387
 SV0387.The orthometric height was determined by differential leveling
 SV0387.and adjusted by the National Geodetic Survey in June 1991..
 SV0387
 SV0387.The geoid height was determined by GEOID03.
 SV0387
 SV0387.The dynamic height is computed by dividing the NAVD 88
 SV0387.geopotential number by the normal gravity value computed on the
 SV0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0387.degrees latitude (g = 980.6199 gals.).
 SV0387
 SV0387.The modeled gravity was interpolated from observed gravity values.
 SV0387
 SV0387;                    North         East    Units  Estimated Accuracy
 SV0387;SPC ID W     -   677,340.      706,640.      MT  (+/- 180 meters Scaled)
 SV0387
 SV0387                          SUPERSEDED SURVEY CONTROL
 SV0387
 SV0387  NGVD 29 (??/??/92)  644.998  (m)         2116.13   (f) ADJ UNCH    1 2
 SV0387
 SV0387.Superseded values are not recommended for survey control.
 SV0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0387.See file dsdata.txt to determine how the superseded data were derived.
 SV0387
 SV0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN003891(NAD 83)
 SV0387_MARKER: DD = SURVEY DISK
 SV0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0387_STAMPING: E 285 1944 P.C. 135+55.6 40.00
 SV0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0387+STABILITY: SURFACE MOTION
 SV0387
 SV0387  HISTORY     - Date     Condition        Report By
 SV0387  HISTORY     - 1944     MONUMENTED       IDDT
 SV0387  HISTORY     - 1944     GOOD             NGS
 SV0387  HISTORY     - 1981     GOOD             NGS
 SV0387
 SV0387                          STATION DESCRIPTION
 SV0387
 SV0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0387'1.0 MI NE FROM HAUSER.
 SV0387'1.0 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0387'STATION AT HAUSER, ALONG STATE HIGHWAY NO. 53, SET BETWEEN THE HIGHWAY
 SV0387'AND TRACK, 118 FEET NORTHWEST OF THE NORTHWEST RAIL OF NORTHWEST
 SV0387'TRACK, 40 FEET SOUTHEAST OF CENTER-LINE OF HIGHWAY, IN THE FENCE LINE,
 SV0387'1.5 FEET SOUTHWEST OF REFERENCE POST.  A IDAHO STATE HIGHWAY
 SV0387'RIGHT-OF-WAY BRONZE DISK SET IN TOP OF A CONCRETE POST PROJECTING
 SV0387'ABOUT 0.3 FOOT ABOVE THE GROUND.
 SV0387
 SV0387                          STATION RECOVERY (1981)
 SV0387
 SV0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SV0387'THE FENCE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0344 ***********************************************************************
 SV0344  DESIGNATION -  E 286 RESET
 SV0344  PID         -  SV0344
 SV0344  STATE/COUNTY-  ID/KOOTENAI
 SV0344  USGS QUAD   -  ATHOL (1961)
 SV0344
 SV0344                         *CURRENT SURVEY CONTROL
 SV0344  ___________________________________________________________________
 SV0344* NAD 83(1986)-  47 57 49.     (N)    116 42 54.     (W)     SCALED    
 SV0344* NAVD 88     -       720.28   (meters)    2363.1    (feet)  RESET     
 SV0344  ___________________________________________________________________
 SV0344  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SV0344
 SV0344  VERT ORDER  -  THIRD
 SV0344
 SV0344.The horizontal coordinates were scaled from a topographic map and have
 SV0344.an estimated accuracy of +/- 6 seconds.
 SV0344
 SV0344.The orthometric height was computed from unverified reset data.
 SV0344
 SV0344.The geoid height was determined by GEOID03.
 SV0344
 SV0344;                    North         East    Units  Estimated Accuracy
 SV0344;SPC ID W     -   700,170.      727,940.      MT  (+/- 180 meters Scaled)
 SV0344
 SV0344                          SUPERSEDED SURVEY CONTROL
 SV0344
 SV0344.No superseded survey control is available for this station.
 SV0344
 SV0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP212122(NAD 83)
 SV0344_MARKER: DB = BENCH MARK DISK
 SV0344_SETTING: 80 = SET IN A BOULDER
 SV0344_SP_SET: BOULDER
 SV0344_STAMPING: E 286 RESET 1962
 SV0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0344+STABILITY: SURFACE MOTION
 SV0344
 SV0344  HISTORY     - Date     Condition        Report By
 SV0344  HISTORY     - 1962     MONUMENTED       CGS
 SV0344
 SV0344                          STATION DESCRIPTION
 SV0344
 SV0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SV0344'1.5 MI NW FROM ATHOL.
 SV0344'ABOUT 1.5 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0344'STATION AT ATHOL, ABOUT 140 FEET EAST OF MILE POST 30, 118 FEET
 SV0344'SOUTHEAST OF THE SOUTH POLE OF A RAIL REST AND 39 FEET EAST OF THE
 SV0344'EAST RAIL OF THE MAIN TRACK, AND SET IN A BOULDER ABOUT 3 FEET BY 6
 SV0344'FEET WHICH PROJECTS ABOUT 2 FEET.  THE LETTERS BM ARE PAINTED IN
 SV0344'YELLOW ON THE SOUTHWEST SLOPE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0146 ***********************************************************************
 TO0146  DESIGNATION -  E 287
 TO0146  PID         -  TO0146
 TO0146  STATE/COUNTY-  ID/BONNER
 TO0146  USGS QUAD   -  TROUT PEAK (1989)
 TO0146
 TO0146                         *CURRENT SURVEY CONTROL
 TO0146  ___________________________________________________________________
 TO0146* NAD 83(1986)-  48 16 26.     (N)    116 20 39.     (W)     SCALED    
 TO0146* NAVD 88     -       635.253  (meters)    2084.16   (feet)  ADJUSTED  
 TO0146  ___________________________________________________________________
 TO0146  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TO0146  DYNAMIC HT  -         635.292 (meters)    2084.29  (feet)  COMP
 TO0146  MODELED GRAV-     980,653.5   (mgal)                       NAVD 88
 TO0146
 TO0146  VERT ORDER  -  FIRST     CLASS II
 TO0146
 TO0146.The horizontal coordinates were scaled from a topographic map and have
 TO0146.an estimated accuracy of +/- 6 seconds.
 TO0146
 TO0146.The orthometric height was determined by differential leveling
 TO0146.and adjusted by the National Geodetic Survey in June 1991..
 TO0146
 TO0146.The geoid height was determined by GEOID03.
 TO0146
 TO0146.The dynamic height is computed by dividing the NAVD 88
 TO0146.geopotential number by the normal gravity value computed on the
 TO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0146.degrees latitude (g = 980.6199 gals.).
 TO0146
 TO0146.The modeled gravity was interpolated from observed gravity values.
 TO0146
 TO0146;                    North         East    Units  Estimated Accuracy
 TO0146;SPC ID W     -   734,390.      755,900.      MT  (+/- 180 meters Scaled)
 TO0146
 TO0146                          SUPERSEDED SURVEY CONTROL
 TO0146
 TO0146  NGVD 29 (??/??/92)  634.071  (m)         2080.28   (f) ADJ UNCH    1 2
 TO0146
 TO0146.Superseded values are not recommended for survey control.
 TO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0146.See file dsdata.txt to determine how the superseded data were derived.
 TO0146
 TO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP486469(NAD 83)
 TO0146_MARKER: DB = BENCH MARK DISK
 TO0146_SETTING: 66 = SET IN ROCK OUTCROP
 TO0146_SP_SET: ROCK LEDGE
 TO0146_STAMPING: E 287 1944
 TO0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0146+STABILITY: POSITION/ELEVATION WELL
 TO0146
 TO0146  HISTORY     - Date     Condition        Report By
 TO0146  HISTORY     - 1944     MONUMENTED       CGS
 TO0146
 TO0146                          STATION DESCRIPTION
 TO0146
 TO0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0146'2.5 MI NW FROM HOPE.
 TO0146'ABOUT 2.5 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TO0146'STATION AT HOPE, BONNER COUNTY, ABOUT 4-3/4 RAILS SOUTHEAST OF
 TO0146'MILEPOST 106, AT THE INSIDE OF A CURVE WITH TANGENTS LEADING
 TO0146'NORTH-NORTHWEST AND EAST-SOUTHEAST, 9.4 FEET NORTHEAST OF THE
 TO0146'NORTHEAST RAIL, IN THE TOP OF A ROCK LEDGE IN A CUT, AND ABOUT LEVEL
 TO0146'WITH THE TRACK.  A STANDARD DISK, STAMPED E 287 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0007 ***********************************************************************
 TO0007  DESIGNATION -  E 288
 TO0007  PID         -  TO0007
 TO0007  STATE/COUNTY-  ID/BOUNDARY
 TO0007  USGS QUAD   -  NAPLES (1996)
 TO0007
 TO0007                         *CURRENT SURVEY CONTROL
 TO0007  ___________________________________________________________________
 TO0007* NAD 83(1986)-  48 34 15.     (N)    116 23 31.     (W)     SCALED    
 TO0007* NAVD 88     -       622.216  (meters)    2041.39   (feet)  ADJUSTED  
 TO0007  ___________________________________________________________________
 TO0007  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 TO0007  DYNAMIC HT  -         622.264 (meters)    2041.54  (feet)  COMP
 TO0007  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 TO0007
 TO0007  VERT ORDER  -  FIRST     CLASS II
 TO0007
 TO0007.The horizontal coordinates were scaled from a topographic map and have
 TO0007.an estimated accuracy of +/- 6 seconds.
 TO0007
 TO0007.The orthometric height was determined by differential leveling
 TO0007.and adjusted by the National Geodetic Survey in June 1991..
 TO0007.WARNING-Repeat measurements at this control monument indicate possible
 TO0007.vertical movement.
 TO0007
 TO0007.The geoid height was determined by GEOID03.
 TO0007
 TO0007.The dynamic height is computed by dividing the NAVD 88
 TO0007.geopotential number by the normal gravity value computed on the
 TO0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0007.degrees latitude (g = 980.6199 gals.).
 TO0007
 TO0007.The modeled gravity was interpolated from observed gravity values.
 TO0007
 TO0007;                    North         East    Units  Estimated Accuracy
 TO0007;SPC ID W     -   767,440.      752,630.      MT  (+/- 180 meters Scaled)
 TO0007
 TO0007                          SUPERSEDED SURVEY CONTROL
 TO0007
 TO0007  NGVD 29 (??/??/92)  621.075  (m)         2037.64   (f) ADJ UNCH    1 2
 TO0007
 TO0007.Superseded values are not recommended for survey control.
 TO0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0007.See file dsdata.txt to determine how the superseded data were derived.
 TO0007
 TO0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP448799(NAD 83)
 TO0007_MARKER: DB = BENCH MARK DISK
 TO0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TO0007_SP_SET: FOUNDATION
 TO0007_STAMPING: E 288 1944
 TO0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0007
 TO0007  HISTORY     - Date     Condition        Report By
 TO0007  HISTORY     - 1944     MONUMENTED       CGS
 TO0007  HISTORY     - 1964     GOOD             USGS
 TO0007  HISTORY     - 1980     GOOD             NGS
 TO0007
 TO0007                          STATION DESCRIPTION
 TO0007
 TO0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0007'IN NAPLES.
 TO0007'AT NAPLES, ALONG THE (SPOKANE INTERNATIONAL RAILROAD), SET IN THE
 TO0007'CONCRETE BASE OF A 3-FOOT SQUARE FOUNDATION, 187 FEET SOUTHEAST OF THE
 TO0007'STATION, 35 FEET SOUTH OF CENTER-LINE OF ROAD, 44 FEET EAST OF EAST
 TO0007'RAIL OF MAIN TRACK, 1.5 FEET BELOW TRACK AND ABOUT 0.5 FOOT ABOVE THE
 TO0007'GROUND.  IRON BENCH MARK DISK.
 TO0007
 TO0007                          STATION RECOVERY (1964)
 TO0007
 TO0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0007'RECOVERED IN GOOD CONDITION.
 TO0007
 TO0007                          STATION RECOVERY (1980)
 TO0007
 TO0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0007'16.6 KILOMETERS (10.25 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM
 TO0007'THE POST OFFICE IN BONNERS FERRY, THENCE 0.1 KILOMETER (0.05 MILE) WES
 TO0007'ALONG COUNTY ROAD 6, ON THE SPOKANE INTERNATIONAL RAILWAY RIGHT-OF-
 TO0007'WAY, SET IN TOP OF A 1 X 1.8 METER (3 X 5 FOOT) ABANDONED CONCRETE
 TO0007'FOUNDATION, 16.8 METERS (55.0 FEET) WEST OF THE CENTERLINE OF COUNTY
 TO0007'ROAD 7A, 8.9 METERS (29.0 FEET) SOUTH OF THE CENTERLINE OF COUNTY
 TO0007'ROAD 6, 13.3 METERS (43.5 FEET) EAST OF THE EAST RAIL OF THE TRACKS.
 TO0007'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 TO0007'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0070 ***********************************************************************
 QZ0070  DESIGNATION -  E 291
 QZ0070  PID         -  QZ0070
 QZ0070  STATE/COUNTY-  ID/LEMHI
 QZ0070  USGS QUAD   -  PINE CREEK RAPIDS (1991)
 QZ0070
 QZ0070                         *CURRENT SURVEY CONTROL
 QZ0070  ___________________________________________________________________
 QZ0070* NAD 83(1986)-  45 20 59.     (N)    114 19 41.     (W)     SCALED    
 QZ0070* NAVD 88     -      1012.577  (meters)    3322.10   (feet)  ADJUSTED  
 QZ0070  ___________________________________________________________________
 QZ0070  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 QZ0070  DYNAMIC HT  -        1012.201 (meters)    3320.86  (feet)  COMP
 QZ0070  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 QZ0070
 QZ0070  VERT ORDER  -  SECOND    CLASS 0
 QZ0070
 QZ0070.The horizontal coordinates were scaled from a topographic map and have
 QZ0070.an estimated accuracy of +/- 6 seconds.
 QZ0070
 QZ0070.The orthometric height was determined by differential leveling
 QZ0070.and adjusted by the National Geodetic Survey in June 1991..
 QZ0070
 QZ0070.The geoid height was determined by GEOID03.
 QZ0070
 QZ0070.The dynamic height is computed by dividing the NAVD 88
 QZ0070.geopotential number by the normal gravity value computed on the
 QZ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0070.degrees latitude (g = 980.6199 gals.).
 QZ0070
 QZ0070.The modeled gravity was interpolated from observed gravity values.
 QZ0070
 QZ0070;                    North         East    Units  Estimated Accuracy
 QZ0070;SPC ID C     -   409,230.      474,290.      MT  (+/- 180 meters Scaled)
 QZ0070
 QZ0070                          SUPERSEDED SURVEY CONTROL
 QZ0070
 QZ0070  NGVD 29 (??/??/92) 1011.418  (m)         3318.29   (f) ADJ UNCH    2 0
 QZ0070
 QZ0070.Superseded values are not recommended for survey control.
 QZ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0070.See file dsdata.txt to determine how the superseded data were derived.
 QZ0070
 QZ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL093252(NAD 83)
 QZ0070_MARKER: DB = BENCH MARK DISK
 QZ0070_SETTING: 80 = SET IN A BOULDER
 QZ0070_SP_SET: BOULDER
 QZ0070_STAMPING: E 291 1945
 QZ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0070+STABILITY: SURFACE MOTION
 QZ0070
 QZ0070  HISTORY     - Date     Condition        Report By
 QZ0070  HISTORY     - 1945     MONUMENTED       CGS
 QZ0070  HISTORY     - 1958     MARK NOT FOUND   USGS
 QZ0070
 QZ0070                          STATION DESCRIPTION
 QZ0070
 QZ0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0070'3.3 MI W FROM SHOUP.
 QZ0070'3.3 MILES WEST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT SHOUP,
 QZ0070'1.9 MILES WEST OF THE FIRST BRIDGE OVER THE SALMON RIVER, ON THE
 QZ0070'SOUTHEAST SIDE OF ROAD FROM THE RIVER, SET IN TOP OF A BOULDER
 QZ0070'PROJECTING OUT OF THE NORTHWEST SLOPE OF HILL, 11 FEET SOUTHEAST OF
 QZ0070'CENTER-LINE OF ROAD, ABOUT 5 FEET ABOVE ROAD LEVEL.  IRON BENCH MARK
 QZ0070'DISK.
 QZ0070
 QZ0070                          STATION RECOVERY (1958)
 QZ0070
 QZ0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QZ0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0155 ***********************************************************************
 OY0155  DESIGNATION -  E 292
 OY0155  PID         -  OY0155
 OY0155  STATE/COUNTY-  ID/JEFFERSON
 OY0155  USGS QUAD   -  LEWISVILLE (1979)
 OY0155
 OY0155                         *CURRENT SURVEY CONTROL
 OY0155  ___________________________________________________________________
 OY0155* NAD 83(1986)-  43 43 15.     (N)    112 04 32.     (W)     SCALED    
 OY0155* NAVD 88     -      1455.929  (meters)    4776.66   (feet)  ADJUSTED  
 OY0155  ___________________________________________________________________
 OY0155  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY0155  DYNAMIC HT  -        1455.201 (meters)    4774.27  (feet)  COMP
 OY0155  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 OY0155
 OY0155  VERT ORDER  -  SECOND    CLASS 0
 OY0155
 OY0155.The horizontal coordinates were scaled from a topographic map and have
 OY0155.an estimated accuracy of +/- 6 seconds.
 OY0155
 OY0155.The orthometric height was determined by differential leveling
 OY0155.and adjusted by the National Geodetic Survey in June 1991..
 OY0155
 OY0155.The geoid height was determined by GEOID03.
 OY0155
 OY0155.The dynamic height is computed by dividing the NAVD 88
 OY0155.geopotential number by the normal gravity value computed on the
 OY0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0155.degrees latitude (g = 980.6199 gals.).
 OY0155
 OY0155.The modeled gravity was interpolated from observed gravity values.
 OY0155
 OY0155;                    North         East    Units  Estimated Accuracy
 OY0155;SPC ID E     -   228,180.      207,340.      MT  (+/- 180 meters Scaled)
 OY0155
 OY0155                          SUPERSEDED SURVEY CONTROL
 OY0155
 OY0155  NGVD 29 (??/??/92) 1454.862  (m)         4773.16   (f) ADJ UNCH    2 0
 OY0155
 OY0155.Superseded values are not recommended for survey control.
 OY0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0155.See file dsdata.txt to determine how the superseded data were derived.
 OY0155
 OY0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP133414(NAD 83)
 OY0155_MARKER: DD = SURVEY DISK
 OY0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0155_STAMPING: USBM E 292 1945
 OY0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0155+STABILITY: SURFACE MOTION
 OY0155
 OY0155  HISTORY     - Date     Condition        Report By
 OY0155  HISTORY     - 1945     MONUMENTED       IDPWD
 OY0155  HISTORY     - 1945     GOOD             NGS
 OY0155
 OY0155                          STATION DESCRIPTION
 OY0155
 OY0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0155'2.3 MI E FROM ROBERTS.
 OY0155'2.3 MILES EAST ALONG STATE HIGHWAY NO. 48 FROM THE STATION AT ROBERTS,
 OY0155'ABOUT 250 FEET EAST OF THE EAST POINT OF TRIANGLE FORMED BY
 OY0155'INTERSECTION OF ROADS, 60 FEET EAST OF THE FIRST POWER LINE POLE EAST
 OY0155'OF EAST POINT OF TRIANGLE, 40 FEET NORTH OF CENTER-LINE OF HIGHWAY, 2
 OY0155'FEET NORTH OF 6 X 6 POST.  A IDAHO DEPARTMENT OF PUBLIC WORKS DISK SET
 OY0155'IN TOP OF CONCRETE POST AND IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0374 ***********************************************************************
 NV0374  DESIGNATION -  E 293
 NV0374  PID         -  NV0374
 NV0374  STATE/COUNTY-  ID/GOODING
 NV0374  USGS QUAD   -  BLISS (1992)
 NV0374
 NV0374                         *CURRENT SURVEY CONTROL
 NV0374  ___________________________________________________________________
 NV0374* NAD 83(1986)-  42 52 55.     (N)    114 55 33.     (W)     SCALED    
 NV0374* NAVD 88     -       829.413  (meters)    2721.17   (feet)  ADJUSTED  
 NV0374  ___________________________________________________________________
 NV0374  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 NV0374  DYNAMIC HT  -         829.054 (meters)    2719.99  (feet)  COMP
 NV0374  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 NV0374
 NV0374  VERT ORDER  -  SECOND    CLASS 0
 NV0374
 NV0374.The horizontal coordinates were scaled from a topographic map and have
 NV0374.an estimated accuracy of +/- 6 seconds.
 NV0374
 NV0374.The orthometric height was determined by differential leveling
 NV0374.and adjusted by the National Geodetic Survey in June 1991..
 NV0374
 NV0374.The geoid height was determined by GEOID03.
 NV0374
 NV0374.The dynamic height is computed by dividing the NAVD 88
 NV0374.geopotential number by the normal gravity value computed on the
 NV0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0374.degrees latitude (g = 980.6199 gals.).
 NV0374
 NV0374.The modeled gravity was interpolated from observed gravity values.
 NV0374
 NV0374;                    North         East    Units  Estimated Accuracy
 NV0374;SPC ID C     -   135,400.      424,370.      MT  (+/- 180 meters Scaled)
 NV0374
 NV0374                          SUPERSEDED SURVEY CONTROL
 NV0374
 NV0374  NGVD 29 (??/??/92)  828.614  (m)         2718.54   (f) ADJ UNCH    2 0
 NV0374
 NV0374.Superseded values are not recommended for survey control.
 NV0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0374.See file dsdata.txt to determine how the superseded data were derived.
 NV0374
 NV0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH693497(NAD 83)
 NV0374_MARKER: DB = BENCH MARK DISK
 NV0374_SETTING: 80 = SET IN A BOULDER
 NV0374_SP_SET: BOULDER
 NV0374_STAMPING: E 293 1944
 NV0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0374+STABILITY: SURFACE MOTION
 NV0374
 NV0374  HISTORY     - Date     Condition        Report By
 NV0374  HISTORY     - 1934     MONUMENTED       CGS
 NV0374
 NV0374                          STATION DESCRIPTION
 NV0374
 NV0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0374'3.9 MI S FROM BLISS.
 NV0374'ALONG THE EAST BANK OF THE SNAKE RIVER.  2.0 MILES NORTH OF THE MOUTH
 NV0374'OF THE MALAD RIVER.  TO REACH FROM THE JUNCTION OF HIGHWAYS U.S. 30
 NV0374'AND STATE HIGHWAY 24, FOLLOW U.S. 30 SOUTH TOWARD HAGERMAN FOR 2.7
 NV0374'MILES TO A T ROAD INTERSECTION.  AT T ROAD TURN WEST, PASSING THROUGH
 NV0374'WIRE GATE, FOR 0.25 MILE TO A FARM HOUSE.  FOLLOW ROAD AROUND SOUTH
 NV0374'SIDE OF HOUSE AND THAN NORTH ON WEST SIDE OF HOUSE FOR 50 YARDS TO A
 NV0374'STEEL GATE ON THE LEFT.  TURN WEST THROUGH STEEL GATE AND CONTINUE
 NV0374'DOWN GRADE ON ROAD FOR 0.4 MILE TO A POINT WHERE TRACK ROAD CROSSES
 NV0374'IRRIGATION DITCH AND THE END OF TRUCK TRAVEL.  FROM THE IRRIGATION
 NV0374'CANAL CONTINUE SOUTHWEST ACROSS FIELDS FOR APPROXIMATELY 0.4 MILE TO A
 NV0374'POINT DIRECTLY OPPOSITE AND ACROSS RIVER FROM A SPILLWAY IN CONCRETE
 NV0374'FLUME.  CONCRETE FLUME BENDS AWAY FROM THE RIVER AT THIS POINT. BENCH
 NV0374'MARK IS BELOW MEADOW ON A ROCKY KNOLL.  MARK IS 200 FEET EAST OF EAST
 NV0374'RIVER BANK.  150 FEET WEST OF WEST EDGE OF HAY MEADOW. ABOUT 50 FEET
 NV0374'LOWER THAN MEADOW, OVER A STEEP GRAVEL BANK. ABOUT 25 FEET HIGHER THAN
 NV0374'THE RIVER.  15 FEET EAST OF SMALL GROVE OF LIVE OAK TREES. SET IN TOP
 NV0374'OF ROCK BOULDER 2 FEET SQUARE AND PROJECTING 2 FEET. WHITE B.M. AND
 NV0374'ARROW PAINTED ON FACE OF BOULDER. A STANDARD DISK SET IN DRILL HOLE.
 NV0374'IN 1945, THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 24 WAS 0.55
 NV0374'MILE WEST OF THE PRESENT JUNCTION OF U.S. HIGHWAYS 20, 26, AND 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0460 ***********************************************************************
 OH0460  DESIGNATION -  E 294
 OH0460  PID         -  OH0460
 OH0460  STATE/COUNTY-  ID/OWYHEE
 OH0460  USGS QUAD   -  MARSING (1971)
 OH0460
 OH0460                         *CURRENT SURVEY CONTROL
 OH0460  ___________________________________________________________________
 OH0460* NAD 83(1986)-  43 31 31.     (N)    116 47 11.     (W)     SCALED    
 OH0460* NAVD 88     -       683.047  (meters)    2240.96   (feet)  ADJUSTED  
 OH0460  ___________________________________________________________________
 OH0460  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 OH0460  DYNAMIC HT  -         682.798 (meters)    2240.15  (feet)  COMP
 OH0460  MODELED GRAV-     980,234.1   (mgal)                       NAVD 88
 OH0460
 OH0460  VERT ORDER  -  SECOND    CLASS 0
 OH0460
 OH0460.The horizontal coordinates were scaled from a topographic map and have
 OH0460.an estimated accuracy of +/- 6 seconds.
 OH0460
 OH0460.The orthometric height was determined by differential leveling
 OH0460.and adjusted by the National Geodetic Survey in June 1991..
 OH0460
 OH0460.The geoid height was determined by GEOID03.
 OH0460
 OH0460.The dynamic height is computed by dividing the NAVD 88
 OH0460.geopotential number by the normal gravity value computed on the
 OH0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0460.degrees latitude (g = 980.6199 gals.).
 OH0460
 OH0460.The modeled gravity was interpolated from observed gravity values.
 OH0460
 OH0460;                    North         East    Units  Estimated Accuracy
 OH0460;SPC ID W     -   206,970.      716,220.      MT  (+/- 180 meters Scaled)
 OH0460
 OH0460                          SUPERSEDED SURVEY CONTROL
 OH0460
 OH0460  NGVD 29 (??/??/92)  682.106  (m)         2237.88   (f) ADJ UNCH    2 0
 OH0460
 OH0460.Superseded values are not recommended for survey control.
 OH0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0460.See file dsdata.txt to determine how the superseded data were derived.
 OH0460
 OH0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ172191(NAD 83)
 OH0460_MARKER: DB = BENCH MARK DISK
 OH0460_SETTING: 0 = UNSPECIFIED SETTING
 OH0460_STAMPING: E 294 1944
 OH0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0460
 OH0460  HISTORY     - Date     Condition        Report By
 OH0460  HISTORY     - 1944     MONUMENTED       CGS
 OH0460  HISTORY     - 1958     GOOD             USGS
 OH0460
 OH0460                          STATION DESCRIPTION
 OH0460
 OH0460'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OH0460'1.8 MI E FROM MARSING.
 OH0460'1.9 MILES SOUTHEAST OF THE RAILROAD STATION AT MARSING, OWYHEE COUNTY,
 OH0460'ALONG THE MARSING TO MURPHY HIGHWAY TO THE PUMPING PLANT, 7 MILES
 OH0460'NORTH OF THE PUMPING PLANT, 1 FOOT NORTH OF A WHITE WOODEN POST, AND
 OH0460'24 FEET EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0370 ***********************************************************************
 OH0370  DESIGNATION -  E 295
 OH0370  PID         -  OH0370
 OH0370  STATE/COUNTY-  ID/OWYHEE
 OH0370  USGS QUAD   -  WALTERS BUTTE (1992)
 OH0370
 OH0370                         *CURRENT SURVEY CONTROL
 OH0370  ___________________________________________________________________
 OH0370* NAD 83(1986)-  43 17 57.     (N)    116 33 58.     (W)     SCALED    
 OH0370* NAVD 88     -       696.473  (meters)    2285.01   (feet)  ADJUSTED  
 OH0370  ___________________________________________________________________
 OH0370  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 OH0370  DYNAMIC HT  -         696.204 (meters)    2284.13  (feet)  COMP
 OH0370  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 OH0370
 OH0370  VERT ORDER  -  SECOND    CLASS 0
 OH0370
 OH0370.The horizontal coordinates were scaled from a topographic map and have
 OH0370.an estimated accuracy of +/- 6 seconds.
 OH0370
 OH0370.The orthometric height was determined by differential leveling
 OH0370.and adjusted by the National Geodetic Survey in June 1991..
 OH0370
 OH0370.The geoid height was determined by GEOID03.
 OH0370
 OH0370.The dynamic height is computed by dividing the NAVD 88
 OH0370.geopotential number by the normal gravity value computed on the
 OH0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0370.degrees latitude (g = 980.6199 gals.).
 OH0370
 OH0370.The modeled gravity was interpolated from observed gravity values.
 OH0370
 OH0370;                    North         East    Units  Estimated Accuracy
 OH0370;SPC ID W     -   181,650.      733,780.      MT  (+/- 180 meters Scaled)
 OH0370
 OH0370                          SUPERSEDED SURVEY CONTROL
 OH0370
 OH0370  NGVD 29 (??/??/92)  695.554  (m)         2282.00   (f) ADJ UNCH    2 0
 OH0370
 OH0370.Superseded values are not recommended for survey control.
 OH0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0370.See file dsdata.txt to determine how the superseded data were derived.
 OH0370
 OH0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH351941(NAD 83)
 OH0370_MARKER: DB = BENCH MARK DISK
 OH0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0370_STAMPING: E 295 1944
 OH0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0370+STABILITY: SURFACE MOTION
 OH0370
 OH0370  HISTORY     - Date     Condition        Report By
 OH0370  HISTORY     - 1944     MONUMENTED       CGS
 OH0370  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 OH0370  HISTORY     - 19990524 MARK NOT FOUND   IDTD
 OH0370
 OH0370                          STATION DESCRIPTION
 OH0370
 OH0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0370'4.1 MI S FROM WALTERS FERRY.
 OH0370'4.1 MILES SOUTH OF THE SNAKE RIVER BRIDGE AT WALTERS FERRY, OWYHEE
 OH0370'COUNTY, ALONG THE HIGHWAY TO MURPHY, IN THE EAST CORNER OF A SCHOOL
 OH0370'YARD, 45 YARDS EAST OF THE EAST CORNER OF THE SCHOOL, 44.5 FEET
 OH0370'SOUTHEAST OF THE CENTERLINE OF THE SCHOOL DRIVEWAY, 42 FEET SOUTHWEST
 OH0370'OF THE CENTERLINE OF THE HIGHWAY AND 4 FEET ABOVE THE HIGHWAY.  A
 OH0370'STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 OH0370'GROUND.
 OH0370
 OH0370                          STATION RECOVERY (1990)
 OH0370
 OH0370'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCR)
 OH0370'MARK NOT FOUND.
 OH0370
 OH0370                          STATION RECOVERY (1999)
 OH0370
 OH0370'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 OH0370'AFTER A PROLONGED SEARCH THIS MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0296 ***********************************************************************
 OH0296  DESIGNATION -  E 296
 OH0296  PID         -  OH0296
 OH0296  STATE/COUNTY-  ID/OWYHEE
 OH0296  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0296
 OH0296                         *CURRENT SURVEY CONTROL
 OH0296  ___________________________________________________________________
 OH0296* NAD 83(1986)-  43 07 05.     (N)    116 17 49.     (W)     SCALED    
 OH0296* NAVD 88     -       710.449  (meters)    2330.86   (feet)  ADJUSTED  
 OH0296  ___________________________________________________________________
 OH0296  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 OH0296  DYNAMIC HT  -         710.173 (meters)    2329.96  (feet)  COMP
 OH0296  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 OH0296
 OH0296  VERT ORDER  -  SECOND    CLASS 0
 OH0296
 OH0296.The horizontal coordinates were scaled from a topographic map and have
 OH0296.an estimated accuracy of +/- 6 seconds.
 OH0296
 OH0296.The orthometric height was determined by differential leveling
 OH0296.and adjusted by the National Geodetic Survey in June 1991..
 OH0296
 OH0296.The geoid height was determined by GEOID03.
 OH0296
 OH0296.The dynamic height is computed by dividing the NAVD 88
 OH0296.geopotential number by the normal gravity value computed on the
 OH0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0296.degrees latitude (g = 980.6199 gals.).
 OH0296
 OH0296.The modeled gravity was interpolated from observed gravity values.
 OH0296
 OH0296;                    North         East    Units  Estimated Accuracy
 OH0296;SPC ID W     -   161,360.      755,490.      MT  (+/- 180 meters Scaled)
 OH0296
 OH0296                          SUPERSEDED SURVEY CONTROL
 OH0296
 OH0296  NGVD 29 (??/??/92)  709.559  (m)         2327.94   (f) ADJ UNCH    2 0
 OH0296
 OH0296.Superseded values are not recommended for survey control.
 OH0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0296.See file dsdata.txt to determine how the superseded data were derived.
 OH0296
 OH0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH571741(NAD 83)
 OH0296_MARKER: DB = BENCH MARK DISK
 OH0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0296_STAMPING: E 296 1944
 OH0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0296+STABILITY: SURFACE MOTION
 OH0296
 OH0296  HISTORY     - Date     Condition        Report By
 OH0296  HISTORY     - 1944     MONUMENTED       CGS
 OH0296
 OH0296                          STATION DESCRIPTION
 OH0296
 OH0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0296'11.2 MI SE FROM SWAN FALLS DAM.
 OH0296'11.2 MILES SOUTHEAST OF THE DAM AT SWAN FALLS DAM, ADA COUNTY, IN THE
 OH0296'CANYON ALONG THE SOUTHWEST BANK OF SNAKE RIVER, 18.6 MILES NORTHWEST
 OH0296'OF THE SNAKE RIVER BRIDGE AT GRAND VIEW, AT A RANCH, AT THE SOUTHWEST
 OH0296'CORNER OF A FENCE AROUND A CHICKEN YARD, 36 YARDS EAST OF THE DRIVEWAY
 OH0296'TO THE RANCH HOUSE, 28 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 OH0296'WHITE RANCH HOUSE, 2 FEET EAST OF A FENCE CORNER, AND 1 FOOT SOUTH OF
 OH0296'A FENCE AND 2.5 FEET WEST OF A 4 X 4 INCH WHITE WOODEN POST. A
 OH0296'STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0699 ***********************************************************************
 NV0699  DESIGNATION -  E 297
 NV0699  PID         -  NV0699
 NV0699  STATE/COUNTY-  ID/OWYHEE
 NV0699  USGS QUAD   -  C J STRIKE DAM (1992)
 NV0699
 NV0699                         *CURRENT SURVEY CONTROL
 NV0699  ___________________________________________________________________
 NV0699* NAD 83(1986)-  42 59 29.     (N)    115 57 10.     (W)     SCALED    
 NV0699* NAVD 88     -       730.289  (meters)    2395.96   (feet)  ADJUSTED  
 NV0699  ___________________________________________________________________
 NV0699  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 NV0699  DYNAMIC HT  -         729.971 (meters)    2394.91  (feet)  COMP
 NV0699  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 NV0699
 NV0699  VERT ORDER  -  SECOND    CLASS 0
 NV0699
 NV0699.The horizontal coordinates were scaled from a topographic map and have
 NV0699.an estimated accuracy of +/- 6 seconds.
 NV0699
 NV0699.The orthometric height was determined by differential leveling
 NV0699.and adjusted by the National Geodetic Survey in June 1991..
 NV0699
 NV0699.The geoid height was determined by GEOID03.
 NV0699
 NV0699.The dynamic height is computed by dividing the NAVD 88
 NV0699.geopotential number by the normal gravity value computed on the
 NV0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0699.degrees latitude (g = 980.6199 gals.).
 NV0699
 NV0699.The modeled gravity was interpolated from observed gravity values.
 NV0699
 NV0699;                    North         East    Units  Estimated Accuracy
 NV0699;SPC ID W     -   147,160.      783,460.      MT  (+/- 180 meters Scaled)
 NV0699
 NV0699                          SUPERSEDED SURVEY CONTROL
 NV0699
 NV0699  NGVD 29 (??/??/92)  729.412  (m)         2393.08   (f) ADJ UNCH    2 0
 NV0699
 NV0699.Superseded values are not recommended for survey control.
 NV0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0699.See file dsdata.txt to determine how the superseded data were derived.
 NV0699
 NV0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH853603(NAD 83)
 NV0699_MARKER: DB = BENCH MARK DISK
 NV0699_SETTING: 66 = SET IN ROCK OUTCROP
 NV0699_SP_SET: ROCK OUTCROP
 NV0699_STAMPING: E 297 1944
 NV0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0699+STABILITY: POSITION/ELEVATION WELL
 NV0699
 NV0699  HISTORY     - Date     Condition        Report By
 NV0699  HISTORY     - 1944     MONUMENTED       CGS
 NV0699
 NV0699                          STATION DESCRIPTION
 NV0699
 NV0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NV0699'12.3 MI E FROM GRANDVIEW.
 NV0699'ALONG THE SOUTH BANK OF THE SNAKE RIVER.  3.9 MILES NORTHEAST OF THE
 NV0699'MOUTH OF THE BRUNEAU RIVER.  ALONG AN OLD ABANDONED TRACK ROAD.
 NV0699'OPPOSITE A LARGE ISLAND.  40 FEET ABOVE PRESENT WATER LEVEL.  30 FEET
 NV0699'SOUTHWEST OF THE RIVER BANK.  4 FEET ABOVE THE ROAD.  SET IN THE TOP
 NV0699'OF ROCK OUTCROP AT THE SIDE OF THE ABANDONED ROAD.  A WHITE BM PAINTED
 NV0699'ON ROCK.  NOTE-- THIS BENCH MARK IS INACCESSIBLE BY TRUCK. WHITE BM
 NV0699'AND ARROWS PAINTED ON ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0724 ***********************************************************************
 NV0724  DESIGNATION -  E 298
 NV0724  PID         -  NV0724
 NV0724  STATE/COUNTY-  ID/ELMORE
 NV0724  USGS QUAD   -  INDIAN COVE (1992)
 NV0724
 NV0724                         *CURRENT SURVEY CONTROL
 NV0724  ___________________________________________________________________
 NV0724* NAD 83(1986)-  42 57 08.     (N)    115 36 47.     (W)     SCALED    
 NV0724* NAVD 88     -       759.851  (meters)    2492.94   (feet)  ADJUSTED  
 NV0724  ___________________________________________________________________
 NV0724  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 NV0724  DYNAMIC HT  -         759.532 (meters)    2491.90  (feet)  COMP
 NV0724  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 NV0724
 NV0724  VERT ORDER  -  SECOND    CLASS 0
 NV0724
 NV0724.The horizontal coordinates were scaled from a topographic map and have
 NV0724.an estimated accuracy of +/- 6 seconds.
 NV0724
 NV0724.The orthometric height was determined by differential leveling
 NV0724.and adjusted by the National Geodetic Survey in June 1991..
 NV0724
 NV0724.The geoid height was determined by GEOID03.
 NV0724
 NV0724.The dynamic height is computed by dividing the NAVD 88
 NV0724.geopotential number by the normal gravity value computed on the
 NV0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0724.degrees latitude (g = 980.6199 gals.).
 NV0724
 NV0724.The modeled gravity was interpolated from observed gravity values.
 NV0724
 NV0724;                    North         East    Units  Estimated Accuracy
 NV0724;SPC ID W     -   142,800.      811,170.      MT  (+/- 180 meters Scaled)
 NV0724
 NV0724                          SUPERSEDED SURVEY CONTROL
 NV0724
 NV0724  NGVD 29 (??/??/92)  759.021  (m)         2490.22   (f) ADJ UNCH    2 0
 NV0724
 NV0724.Superseded values are not recommended for survey control.
 NV0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0724.See file dsdata.txt to determine how the superseded data were derived.
 NV0724
 NV0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH131564(NAD 83)
 NV0724_MARKER: DB = BENCH MARK DISK
 NV0724_SETTING: 80 = SET IN A BOULDER
 NV0724_SP_SET: BOULDER
 NV0724_STAMPING: E 298 1945
 NV0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0724+STABILITY: SURFACE MOTION
 NV0724
 NV0724  HISTORY     - Date     Condition        Report By
 NV0724  HISTORY     - 1945     MONUMENTED       CGS
 NV0724  HISTORY     - 19890824 GOOD             USPSQD
 NV0724
 NV0724                          STATION DESCRIPTION
 NV0724
 NV0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0724'9.3 MI W FROM HAMMETT.
 NV0724'9.3 MILES WEST OF THE RAILROAD STATION AT HAMMETT, ELMORE COUNTY, IN A
 NV0724'DEEP CANYON ALONG THE NORTH BANK OF THE SNAKE RIVER (INACCESSIBLE BY
 NV0724'TRUCK), 7.9 MILES EAST OF THE SNAKE RIVER BRIDGE NORTH OF BRUNEAU, 5.1
 NV0724'MILES WEST OF THE SNAKE RIVER BRIDGE WHICH IS 4 MILES SOUTHWEST OF
 NV0724'HAMMETT, THENCE 300 YARDS NORTHEAST OF THE EAST END OF A PROMINENT
 NV0724'ISLAND, 250 FEET NORTH OF THE NORTH BANK OF THE RIVER, 20 FEET
 NV0724'SOUTHEAST OF A ROCK OUTCROP AND 1.0 MILE WEST OF THE END OF TRUCK
 NV0724'TRAVEL FROM THE EAST.  A STANDARD BRONZE DISK SET IN THE TOP OF A 3 X
 NV0724'3 FOOT ROCK BOULDER PROJECTING 3-1/2 FEET.  A WHITE BM PAINTED ON THE
 NV0724'FACE OF THE BOULDER AND WHITE ARROWS PAINTED ON THE SURROUNDING ROCKS
 NV0724'POINTING TO THE BENCH MARK.
 NV0724
 NV0724                          STATION RECOVERY (1989)
 NV0724
 NV0724'RECOVERY NOTE BY US POWER SQUADRON 1989 (TTS)
 NV0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0396 ***********************************************************************
 NV0396  DESIGNATION -  E 299
 NV0396  PID         -  NV0396
 NV0396  STATE/COUNTY-  ID/GOODING
 NV0396  USGS QUAD   -  HAGERMAN (1992)
 NV0396
 NV0396                         *CURRENT SURVEY CONTROL
 NV0396  ___________________________________________________________________
 NV0396* NAD 83(1986)-  42 47 38.     (N)    114 56 08.     (W)     SCALED    
 NV0396* NAVD 88     -       851.953  (meters)    2795.12   (feet)  ADJUSTED  
 NV0396  ___________________________________________________________________
 NV0396  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 NV0396  DYNAMIC HT  -         851.552 (meters)    2793.80  (feet)  COMP
 NV0396  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 NV0396
 NV0396  VERT ORDER  -  SECOND    CLASS 0
 NV0396
 NV0396.The horizontal coordinates were scaled from a topographic map and have
 NV0396.an estimated accuracy of +/- 6 seconds.
 NV0396
 NV0396.The orthometric height was determined by differential leveling
 NV0396.and adjusted by the National Geodetic Survey in June 1991..
 NV0396
 NV0396.The geoid height was determined by GEOID03.
 NV0396
 NV0396.The dynamic height is computed by dividing the NAVD 88
 NV0396.geopotential number by the normal gravity value computed on the
 NV0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0396.degrees latitude (g = 980.6199 gals.).
 NV0396
 NV0396.The modeled gravity was interpolated from observed gravity values.
 NV0396
 NV0396;                    North         East    Units  Estimated Accuracy
 NV0396;SPC ID C     -   125,630.      423,460.      MT  (+/- 180 meters Scaled)
 NV0396
 NV0396                          SUPERSEDED SURVEY CONTROL
 NV0396
 NV0396  NGVD 29 (??/??/92)  851.12   (m)         2792.4    (f) COMPUTED    2 0
 NV0396
 NV0396.Superseded values are not recommended for survey control.
 NV0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0396.See file dsdata.txt to determine how the superseded data were derived.
 NV0396
 NV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH688399(NAD 83)
 NV0396_MARKER: DB = BENCH MARK DISK
 NV0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0396_STAMPING: E 299 1945
 NV0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0396+STABILITY: SURFACE MOTION
 NV0396
 NV0396  HISTORY     - Date     Condition        Report By
 NV0396  HISTORY     - 1945     MONUMENTED       CGS
 NV0396
 NV0396                          STATION DESCRIPTION
 NV0396
 NV0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0396'3.4 MI SW FROM HAGERMAN.
 NV0396'3.4 MILES SOUTHWEST OF THE POST OFFICE AT HAGERMAN.  ALONG THE EAST
 NV0396'BANK OF THE SNAKE RIVER.  TO REACH FROM THE POST OFFICE AT HAGERMAN,
 NV0396'FOLLOW HIGHWAY U.S. 30 SOUTH FOR 0.3 MILE TO A CROSS ROADS.  TURN WEST
 NV0396'AT CROSS ROADS AND FOLLOW GRAVELED ROAD FOR 1.0 MILE TO A Y
 NV0396'INTERSECTION.  TAKE THE LEFT FORK SOUTH  FOR 1.0 MILE TO A T ROAD
 NV0396'INTERSECTION AT A WHITE BUNGALOW.  TURN WEST AT T ROAD AND FOLLOW A
 NV0396'FARM ROAD FOR 0.6 MILE TO A T ROAD INTERSECTION AND A RANCH. CONTINUE
 NV0396'WEST, PASSING TO THE NORTH OF THE RANCH HOUSE, ON TRACK ROAD, PASSING
 NV0396'THROUGH TWO GATES AND CONTINUE WEST AND SOUTHWEST FOR 0.6 MILE TO THE
 NV0396'JUNCTION OF THE EAST-WEST FENCE WITH THE RIVER AND THE BENCH MARK. 70
 NV0396'YARDS EAST OF THE RIVER.  90 FEET SOUTH OF A SMALL STREAM. 1.5 FEET
 NV0396'NORTH OF THE FENCE LINE.  4 FEET WEST OF THE GATE POST. 3 FEET EAST OF
 NV0396'A 4 INCH BY 4 INCH WHITE WOODEN POST.  1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0397 ***********************************************************************
 NV0397  DESIGNATION -  E 299 RESET
 NV0397  PID         -  NV0397
 NV0397  STATE/COUNTY-  ID/GOODING
 NV0397  USGS QUAD   -  HAGERMAN (1992)
 NV0397
 NV0397                         *CURRENT SURVEY CONTROL
 NV0397  ___________________________________________________________________
 NV0397* NAD 83(1986)-  42 47 38.     (N)    114 56 08.     (W)     SCALED    
 NV0397* NAVD 88     -       855.32   (meters)    2806.2    (feet)  RESET     
 NV0397  ___________________________________________________________________
 NV0397  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 NV0397
 NV0397  VERT ORDER  -  THIRD
 NV0397
 NV0397.The horizontal coordinates were scaled from a topographic map and have
 NV0397.an estimated accuracy of +/- 6 seconds.
 NV0397
 NV0397.The orthometric height was computed from unverified reset data.
 NV0397
 NV0397.The geoid height was determined by GEOID03.
 NV0397
 NV0397;                    North         East    Units  Estimated Accuracy
 NV0397;SPC ID C     -   125,630.      423,460.      MT  (+/- 180 meters Scaled)
 NV0397
 NV0397                          SUPERSEDED SURVEY CONTROL
 NV0397
 NV0397.No superseded survey control is available for this station.
 NV0397
 NV0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH688399(NAD 83)
 NV0397_MARKER: DB = BENCH MARK DISK
 NV0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0397_STAMPING: E 299 RESET 1949
 NV0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0397+STABILITY: SURFACE MOTION
 NV0397
 NV0397  HISTORY     - Date     Condition        Report By
 NV0397  HISTORY     - 1949     MONUMENTED       LOCENG
 NV0397
 NV0397                          STATION DESCRIPTION
 NV0397
 NV0397'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 NV0397'3.4 MI SW FROM HAGERMAN.
 NV0397'3.4 MILES SOUTHWEST OF THE POST OFFICE AT HAGERMAN, ON THE EAST BANK
 NV0397'OF SNAKE RIVER.  TO REACH FROM THE POST OFFICE.  RANCH HOUSE, ON TRACK
 NV0397'ROAD, PASSING THROUGH A GATE, AND CONTINUE WEST AND SOUTHWEST FOR 0.6
 NV0397'MILE TO AN EAST-AND-WEST FENCE AND THE RIVER BANK.  MARK IS 2 FEET
 NV0397'NORTH OF THE FENCE AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST. SET
 NV0397'IN THE TOP OF A CONCRETE POST.  NOTE-- 8/49 USGS REPORT - RESET. THE
 NV0397'MARK IS ABOUT 400 FEET EAST ALONG THE EAST WEST FENCE LINE AND ABOUT
 NV0397'22 FEET HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0403 ***********************************************************************
 NV0403  DESIGNATION -  E 300
 NV0403  PID         -  NV0403
 NV0403  STATE/COUNTY-  ID/GOODING
 NV0403  USGS QUAD   -  HAGERMAN (1992)
 NV0403
 NV0403                         *CURRENT SURVEY CONTROL
 NV0403  ___________________________________________________________________
 NV0403* NAD 83(1986)-  42 47 05.     (N)    114 53 18.     (W)     SCALED    
 NV0403* NAVD 88     -       900.837  (meters)    2955.50   (feet)  ADJUSTED  
 NV0403  ___________________________________________________________________
 NV0403  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 NV0403  DYNAMIC HT  -         900.421 (meters)    2954.13  (feet)  COMP
 NV0403  MODELED GRAV-     980,129.0   (mgal)                       NAVD 88
 NV0403
 NV0403  VERT ORDER  -  SECOND    CLASS 0
 NV0403
 NV0403.The horizontal coordinates were scaled from a topographic map and have
 NV0403.an estimated accuracy of +/- 6 seconds.
 NV0403
 NV0403.The orthometric height was determined by differential leveling
 NV0403.and adjusted by the National Geodetic Survey in June 1991..
 NV0403
 NV0403.The geoid height was determined by GEOID03.
 NV0403
 NV0403.The dynamic height is computed by dividing the NAVD 88
 NV0403.geopotential number by the normal gravity value computed on the
 NV0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0403.degrees latitude (g = 980.6199 gals.).
 NV0403
 NV0403.The modeled gravity was interpolated from observed gravity values.
 NV0403
 NV0403;                    North         East    Units  Estimated Accuracy
 NV0403;SPC ID C     -   124,570.      427,320.      MT  (+/- 180 meters Scaled)
 NV0403
 NV0403                          SUPERSEDED SURVEY CONTROL
 NV0403
 NV0403  NGVD 29 (??/??/92)  900.017  (m)         2952.81   (f) ADJ UNCH    2 0
 NV0403
 NV0403.Superseded values are not recommended for survey control.
 NV0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0403.See file dsdata.txt to determine how the superseded data were derived.
 NV0403
 NV0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH727390(NAD 83)
 NV0403_MARKER: DB = BENCH MARK DISK
 NV0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0403_SP_SET: CULVERT
 NV0403_STAMPING: E 300 1945
 NV0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0403
 NV0403  HISTORY     - Date     Condition        Report By
 NV0403  HISTORY     - 1945     MONUMENTED       CGS
 NV0403  HISTORY     - 19900122 MARK NOT FOUND   USPSQD
 NV0403
 NV0403                          STATION DESCRIPTION
 NV0403
 NV0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0403'2.4 MI S FROM HAGERMAN.
 NV0403'2.4 MILES SOUTH OF THE POST OFFICE BY HIGHWAY.  ALONG HIGHWAY U.S. 30.
 NV0403'1.5 MILES NORTH OF THE OWSLEY BRIDGE OVER THE SNAKE RIVER.  0.2 MILE
 NV0403'SOUTH OF THE PAVED ROAD EAST TO WENDELL.  NEAR THE BAR-S-RANCH. 49.3
 NV0403'FEET SOUTHEAST OF THE CENTER OF THE GATE AT THE ENTRANCE TO THE
 NV0403'BAR-S-RANCH. 15.5 FEET WEST OF THE CETNER-LINE OF THE ROAD.  ON TOP OF
 NV0403'THE NORTH END OF THE WEST ABUTMENT OF A CONCRETE HIGHWAY CULVERT. 1.5
 NV0403'FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD BRONZE DISK SET IN A
 NV0403'DRILL HOLE.
 NV0403
 NV0403                          STATION RECOVERY (1990)
 NV0403
 NV0403'RECOVERY NOTE BY US POWER SQUADRON 1990 (TGO)
 NV0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0430 ***********************************************************************
 QB0430  DESIGNATION -  E 301
 QB0430  PID         -  QB0430
 QB0430  STATE/COUNTY-  ID/ADAMS
 QB0430  USGS QUAD   -  PECK MOUNTAIN (1986)
 QB0430
 QB0430                         *CURRENT SURVEY CONTROL
 QB0430  ___________________________________________________________________
 QB0430* NAD 83(1986)-  44 47 35.     (N)    116 30 19.     (W)     SCALED    
 QB0430* NAVD 88     -       975.661  (meters)    3200.98   (feet)  ADJUSTED  
 QB0430  ___________________________________________________________________
 QB0430  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 QB0430  DYNAMIC HT  -         975.356 (meters)    3199.98  (feet)  COMP
 QB0430  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 QB0430
 QB0430  VERT ORDER  -  SECOND    CLASS 0
 QB0430
 QB0430.The horizontal coordinates were scaled from a topographic map and have
 QB0430.an estimated accuracy of +/- 6 seconds.
 QB0430
 QB0430.The orthometric height was determined by differential leveling
 QB0430.and adjusted by the National Geodetic Survey in June 1991..
 QB0430
 QB0430.The geoid height was determined by GEOID03.
 QB0430
 QB0430.The dynamic height is computed by dividing the NAVD 88
 QB0430.geopotential number by the normal gravity value computed on the
 QB0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0430.degrees latitude (g = 980.6199 gals.).
 QB0430
 QB0430.The modeled gravity was interpolated from observed gravity values.
 QB0430
 QB0430;                    North         East    Units  Estimated Accuracy
 QB0430;SPC ID W     -   347,590.      740,240.      MT  (+/- 180 meters Scaled)
 QB0430
 QB0430                          SUPERSEDED SURVEY CONTROL
 QB0430
 QB0430  NGVD 29 (??/??/92)  974.640  (m)         3197.63   (f) ADJ UNCH    2 0
 QB0430
 QB0430.Superseded values are not recommended for survey control.
 QB0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0430.See file dsdata.txt to determine how the superseded data were derived.
 QB0430
 QB0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK391600(NAD 83)
 QB0430_MARKER: DB = BENCH MARK DISK
 QB0430_SETTING: 80 = SET IN A BOULDER
 QB0430_SP_SET: BOULDER
 QB0430_STAMPING: E 301 1945
 QB0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0430+STABILITY: SURFACE MOTION
 QB0430
 QB0430  HISTORY     - Date     Condition        Report By
 QB0430  HISTORY     - 1945     MONUMENTED       CGS
 QB0430  HISTORY     - 1946     GOOD             NGS
 QB0430
 QB0430                          STATION DESCRIPTION
 QB0430
 QB0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0430'4.9 MI NW FROM FRUITVALE.
 QB0430'ABOUT 4.9 MILES NORTHWEST ALONG THE FRUITVALE-HOME STEAD HIGHWAY FROM
 QB0430'THE POST OFFICE AT FRUITVALE, ABOUT 125 FEET SOUTH OF A SMALL BRIDGE,
 QB0430'25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET EAST OF A DRY
 QB0430'WASH, AND SET IN THE TOP OF A LARGE BOULDER PROJECTING ABOUT 1 FOOT
 QB0430'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0360 ***********************************************************************
 RA0360  DESIGNATION -  E 302
 RA0360  PID         -  RA0360
 RA0360  STATE/COUNTY-  ID/ADAMS
 RA0360  USGS QUAD   -  CUPRUM (1990)
 RA0360
 RA0360                         *CURRENT SURVEY CONTROL
 RA0360  ___________________________________________________________________
 RA0360* NAD 83(1986)-  45 02 29.     (N)    116 42 14.     (W)     SCALED    
 RA0360* NAVD 88     -      1490.472  (meters)    4889.99   (feet)  ADJUSTED  
 RA0360  ___________________________________________________________________
 RA0360  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA0360  DYNAMIC HT  -        1489.966 (meters)    4888.33  (feet)  COMP
 RA0360  MODELED GRAV-     980,223.8   (mgal)                       NAVD 88
 RA0360
 RA0360  VERT ORDER  -  SECOND    CLASS 0
 RA0360
 RA0360.The horizontal coordinates were scaled from a topographic map and have
 RA0360.an estimated accuracy of +/- 6 seconds.
 RA0360
 RA0360.The orthometric height was determined by differential leveling
 RA0360.and adjusted by the National Geodetic Survey in June 1991..
 RA0360
 RA0360.The geoid height was determined by GEOID03.
 RA0360
 RA0360.The dynamic height is computed by dividing the NAVD 88
 RA0360.geopotential number by the normal gravity value computed on the
 RA0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0360.degrees latitude (g = 980.6199 gals.).
 RA0360
 RA0360.The modeled gravity was interpolated from observed gravity values.
 RA0360
 RA0360;                    North         East    Units  Estimated Accuracy
 RA0360;SPC ID W     -   375,350.      724,850.      MT  (+/- 180 meters Scaled)
 RA0360
 RA0360                          SUPERSEDED SURVEY CONTROL
 RA0360
 RA0360  NGVD 29 (??/??/92) 1489.373  (m)         4886.38   (f) ADJ UNCH    2 0
 RA0360
 RA0360.Superseded values are not recommended for survey control.
 RA0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0360.See file dsdata.txt to determine how the superseded data were derived.
 RA0360
 RA0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK233875(NAD 83)
 RA0360_MARKER: DB = BENCH MARK DISK
 RA0360_SETTING: 80 = SET IN A BOULDER
 RA0360_SP_SET: BOULDER
 RA0360_STAMPING: E 302 1945
 RA0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0360+STABILITY: SURFACE MOTION
 RA0360
 RA0360  HISTORY     - Date     Condition        Report By
 RA0360  HISTORY     - 1945     MONUMENTED       CGS
 RA0360
 RA0360                          STATION DESCRIPTION
 RA0360
 RA0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0360'31.4 MI NW FROM FRUITVALE.
 RA0360'31.4 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 RA0360'IDAHO TO HOMESTEAD, OREGON, HIGHWAY.  13.8 MILES NORTHEAST OF THE POST
 RA0360'OFFICE AT HOMESTEAD.  0.1 MILE SOUTHWEST OF THE WEST END OF A LONG
 RA0360'HORSESHOE CURVE.  75 FEET SOUTH OF A LONE PINE TREE.  25 FEET
 RA0360'SOUTHEAST OF THE CENTER-LINE OF THE ROAD.  SET IN A LARGE BOULDER
 RA0360'ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.  A WHITE BM IS PAINTED ON
 RA0360'THE FACE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0255 ***********************************************************************
 QZ0255  DESIGNATION -  E 303
 QZ0255  PID         -  QZ0255
 QZ0255  STATE/COUNTY-  ID/IDAHO
 QZ0255  USGS QUAD   -  MOOSE BUTTE (1995)
 QZ0255
 QZ0255                         *CURRENT SURVEY CONTROL
 QZ0255  ___________________________________________________________________
 QZ0255* NAD 83(1986)-  45 44 05.     (N)    115 23 31.     (W)     SCALED    
 QZ0255* NAVD 88     -      1298.393  (meters)    4259.81   (feet)  ADJUSTED  
 QZ0255  ___________________________________________________________________
 QZ0255  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 QZ0255  DYNAMIC HT  -        1297.981 (meters)    4258.46  (feet)  COMP
 QZ0255  MODELED GRAV-     980,254.3   (mgal)                       NAVD 88
 QZ0255
 QZ0255  VERT ORDER  -  FIRST     CLASS II
 QZ0255
 QZ0255.The horizontal coordinates were scaled from a topographic map and have
 QZ0255.an estimated accuracy of +/- 6 seconds.
 QZ0255
 QZ0255.The orthometric height was determined by differential leveling
 QZ0255.and adjusted by the National Geodetic Survey in June 1991..
 QZ0255
 QZ0255.The geoid height was determined by GEOID03.
 QZ0255
 QZ0255.The dynamic height is computed by dividing the NAVD 88
 QZ0255.geopotential number by the normal gravity value computed on the
 QZ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0255.degrees latitude (g = 980.6199 gals.).
 QZ0255
 QZ0255.The modeled gravity was interpolated from observed gravity values.
 QZ0255
 QZ0255;                    North         East    Units  Estimated Accuracy
 QZ0255;SPC ID W     -   452,020.      827,870.      MT  (+/- 180 meters Scaled)
 QZ0255
 QZ0255                          SUPERSEDED SURVEY CONTROL
 QZ0255
 QZ0255  NGVD 29 (??/??/92) 1297.274  (m)         4256.14   (f) ADJ UNCH    1 2
 QZ0255
 QZ0255.Superseded values are not recommended for survey control.
 QZ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0255.See file dsdata.txt to determine how the superseded data were derived.
 QZ0255
 QZ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL251658(NAD 83)
 QZ0255_MARKER: DB = BENCH MARK DISK
 QZ0255_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0255_SP_SET: ROCK OUTCROP
 QZ0255_STAMPING: E 303 1945
 QZ0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0255+STABILITY: POSITION/ELEVATION WELL
 QZ0255
 QZ0255  HISTORY     - Date     Condition        Report By
 QZ0255  HISTORY     - 1945     MONUMENTED       CGS
 QZ0255  HISTORY     - 1965     MARK NOT FOUND   USGS
 QZ0255
 QZ0255                          STATION DESCRIPTION
 QZ0255
 QZ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0255'8.8 MI SE FROM ELK CITY.
 QZ0255'8.8 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE RED RIVER
 QZ0255'RANGER STATION ROAD.  0.3 MILE SOUTHEAST OF A LOG SCHOOL HOUSE.  AT
 QZ0255'THE SOUTH END OF A CURVE.  100 YARDS SOUTH OF A CORRAL ON THE WEST
 QZ0255'SIDE OF THE ROAD.  50 YARDS SOUTHEAST OF A LARGE LOG HOUSE.  12.9 FEET
 QZ0255'SOUTH OF A TELEPHONE POLE.  11.9 FEET WEST OF THE CENTER-LINE OF THE
 QZ0255'ROAD.  TOP OF A LARGE ROCK OUTCROP AT THE WEST EDGE OF THE ROAD. 6
 QZ0255'INCHES ABOVE THE LEVEL OF THE ROAD.  A STANDARD BRONZE DISK SET IN A
 QZ0255'DRILL HOLE.  NOTE-- NEW ROAD IN AREA.
 QZ0255
 QZ0255                          STATION RECOVERY (1965)
 QZ0255
 QZ0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QZ0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0923 ***********************************************************************
 RZ0923  DESIGNATION -  E 305
 RZ0923  PID         -  RZ0923
 RZ0923  STATE/COUNTY-  ID/NEZ PERCE
 RZ0923  USGS QUAD   -  CLARKSTON (1971)
 RZ0923
 RZ0923                         *CURRENT SURVEY CONTROL
 RZ0923  ___________________________________________________________________
 RZ0923* NAD 83(1986)-  46 27 19.     (N)    117 00 45.     (W)     SCALED    
 RZ0923* NAVD 88     -       604.701  (meters)    1983.92   (feet)  ADJUSTED  
 RZ0923  ___________________________________________________________________
 RZ0923  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 RZ0923  DYNAMIC HT  -         604.661 (meters)    1983.79  (feet)  COMP
 RZ0923  MODELED GRAV-     980,529.7   (mgal)                       NAVD 88
 RZ0923
 RZ0923  VERT ORDER  -  FIRST     CLASS II
 RZ0923
 RZ0923.The horizontal coordinates were scaled from a topographic map and have
 RZ0923.an estimated accuracy of +/- 6 seconds.
 RZ0923
 RZ0923.The orthometric height was determined by differential leveling
 RZ0923.and adjusted by the National Geodetic Survey in June 1991..
 RZ0923
 RZ0923.The geoid height was determined by GEOID03.
 RZ0923
 RZ0923.The dynamic height is computed by dividing the NAVD 88
 RZ0923.geopotential number by the normal gravity value computed on the
 RZ0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0923.degrees latitude (g = 980.6199 gals.).
 RZ0923
 RZ0923.The modeled gravity was interpolated from observed gravity values.
 RZ0923
 RZ0923;                    North         East    Units  Estimated Accuracy
 RZ0923;SPC ID W     -   532,820.      703,020.      MT  (+/- 180 meters Scaled)
 RZ0923
 RZ0923                          SUPERSEDED SURVEY CONTROL
 RZ0923
 RZ0923  NGVD 29 (??/??/92)  603.665  (m)         1980.52   (f) ADJ UNCH    1 2
 RZ0923
 RZ0923.Superseded values are not recommended for survey control.
 RZ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0923.See file dsdata.txt to determine how the superseded data were derived.
 RZ0923
 RZ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM990446(NAD 83)
 RZ0923_MARKER: DB = BENCH MARK DISK
 RZ0923_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0923_SP_SET: ROCK OUTCROP
 RZ0923_STAMPING: E 305 1946
 RZ0923_MARK LOGO: CGS   
 RZ0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0923+STABILITY: POSITION/ELEVATION WELL
 RZ0923
 RZ0923  HISTORY     - Date     Condition        Report By
 RZ0923  HISTORY     - 1946     MONUMENTED       CGS
 RZ0923  HISTORY     - 1980     GOOD             NGS
 RZ0923
 RZ0923                          STATION DESCRIPTION
 RZ0923
 RZ0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RZ0923'6.0 MI N FROM LEWISTON.
 RZ0923'6.0 MILES NORTH ALONG U.S. HIGHWAY NO. 95 FROM THE COUNTY COURT HOUSE
 RZ0923'AT LEWISTON, SET IN OUTCROPPING BEDROCK, 29 FEET WEST OF CENTER-LINE
 RZ0923'OF HIGHWAY, 13 FEET EAST OF RIGHT-OF-WAY FENCE, ABOUT 6 FEET ABOVE
 RZ0923'ROAD LEVEL.  BRONZE BENCH MARK DISK.
 RZ0923
 RZ0923                          STATION RECOVERY (1980)
 RZ0923
 RZ0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0923'8.3 KILOMETERS (5.15 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ0923'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, ON THE OUTSIDE OF THE EAST
 RZ0923'END OF A HIGHWAY S CURVE, ACROSS THE HIGHWAY FROM A CURVE SIGN, SET
 RZ0923'IN TOP OF A ROCK OUTCROP, 8.8 METERS (29.0 FEET) NORTH OF THE
 RZ0923'CENTERLINE OF THE HIGHWAY, 5.5 METERS (18.0 FEET) WEST OF THE
 RZ0923'CENTERLINE OF A SMALL ROCK DRAW, 4.0 METERS (13.0 FEET) SOUTH OF
 RZ0923'A BARBED WIRE FENCE LINE.
 RZ0923'THE MARK IS 06 METERS  E FROM A WITNESS POST.
 RZ0923'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0336 ***********************************************************************
 NV0336  DESIGNATION -  E 306
 NV0336  PID         -  NV0336
 NV0336  STATE/COUNTY-  ID/GOODING
 NV0336  USGS QUAD   -  TUTTLE (1992)
 NV0336
 NV0336                         *CURRENT SURVEY CONTROL
 NV0336  ___________________________________________________________________
 NV0336* NAD 83(1986)-  42 46 07.     (N)    114 51 00.     (W)     SCALED    
 NV0336* NAVD 88     -       953.501  (meters)    3128.28   (feet)  ADJUSTED  
 NV0336  ___________________________________________________________________
 NV0336  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 NV0336  DYNAMIC HT  -         953.041 (meters)    3126.77  (feet)  COMP
 NV0336  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 NV0336
 NV0336  VERT ORDER  -  SECOND    CLASS 0
 NV0336
 NV0336.The horizontal coordinates were scaled from a topographic map and have
 NV0336.an estimated accuracy of +/- 6 seconds.
 NV0336
 NV0336.The orthometric height was determined by differential leveling
 NV0336.and adjusted by the National Geodetic Survey in June 1991..
 NV0336
 NV0336.The geoid height was determined by GEOID03.
 NV0336
 NV0336.The dynamic height is computed by dividing the NAVD 88
 NV0336.geopotential number by the normal gravity value computed on the
 NV0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0336.degrees latitude (g = 980.6199 gals.).
 NV0336
 NV0336.The modeled gravity was interpolated from observed gravity values.
 NV0336
 NV0336;                    North         East    Units  Estimated Accuracy
 NV0336;SPC ID C     -   122,750.      430,430.      MT  (+/- 180 meters Scaled)
 NV0336
 NV0336                          SUPERSEDED SURVEY CONTROL
 NV0336
 NV0336  NGVD 29 (??/??/92)  952.666  (m)         3125.54   (f) ADJ UNCH    2 0
 NV0336
 NV0336.Superseded values are not recommended for survey control.
 NV0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0336.See file dsdata.txt to determine how the superseded data were derived.
 NV0336
 NV0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH759373(NAD 83)
 NV0336_MARKER: DB = BENCH MARK DISK
 NV0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0336_STAMPING: E 306 1946
 NV0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0336+STABILITY: SURFACE MOTION
 NV0336
 NV0336  HISTORY     - Date     Condition        Report By
 NV0336  HISTORY     - 1946     MONUMENTED       CGS
 NV0336
 NV0336                          STATION DESCRIPTION
 NV0336
 NV0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0336'5.15 MI SE FROM HAGERMAN.
 NV0336'TO REACH FROM HAGERMAN FOLLOW U.S. HIGHWAY 30 SOUTH 2.8 MILES TO
 NV0336'GRAVELED ROAD LEADING EAST, GO EAST ON GRAVELED ROAD TO CROSSROAD,
 NV0336'TURN SOUTH AND GO 1 MILE TO FORKS IN ROAD, TAKE EAST FORK AND GO 0.85
 NV0336'MILE TO TURN IN ROAD, MARK IS SET IN CONCRETE POST 51 FEET NORTHEAST
 NV0336'OF CENTER LINE OF TURN IN ROAD, 11 FEET WEST OF POWER POLE, 3.7 FEET
 NV0336'EAST OF WITNESS POST, 1 FOOT SOUTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0073 ***********************************************************************
 NV0073  DESIGNATION -  E 307
 NV0073  PID         -  NV0073
 NV0073  STATE/COUNTY-  ID/JEROME
 NV0073  USGS QUAD   -  TWIN FALLS (1992)
 NV0073
 NV0073                         *CURRENT SURVEY CONTROL
 NV0073  ___________________________________________________________________
 NV0073* NAD 83(1986)-  42 35 48.     (N)    114 24 09.     (W)     SCALED    
 NV0073* NAVD 88     -      1026.366  (meters)    3367.34   (feet)  ADJUSTED  
 NV0073  ___________________________________________________________________
 NV0073  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 NV0073  DYNAMIC HT  -        1025.837 (meters)    3365.60  (feet)  COMP
 NV0073  MODELED GRAV-     980,070.9   (mgal)                       NAVD 88
 NV0073
 NV0073  VERT ORDER  -  SECOND    CLASS 0
 NV0073
 NV0073.The horizontal coordinates were scaled from a topographic map and have
 NV0073.an estimated accuracy of +/- 6 seconds.
 NV0073
 NV0073.The orthometric height was determined by differential leveling
 NV0073.and adjusted by the National Geodetic Survey in June 1991..
 NV0073
 NV0073.The geoid height was determined by GEOID03.
 NV0073
 NV0073.The dynamic height is computed by dividing the NAVD 88
 NV0073.geopotential number by the normal gravity value computed on the
 NV0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0073.degrees latitude (g = 980.6199 gals.).
 NV0073
 NV0073.The modeled gravity was interpolated from observed gravity values.
 NV0073
 NV0073;                    North         East    Units  Estimated Accuracy
 NV0073;SPC ID C     -   103,370.      466,970.      MT  (+/- 180 meters Scaled)
 NV0073
 NV0073                          SUPERSEDED SURVEY CONTROL
 NV0073
 NV0073  NGVD 29 (??/??/92) 1025.497  (m)         3364.48   (f) ADJ UNCH    2 0
 NV0073
 NV0073.Superseded values are not recommended for survey control.
 NV0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0073.See file dsdata.txt to determine how the superseded data were derived.
 NV0073
 NV0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH131192(NAD 83)
 NV0073_MARKER: DB = BENCH MARK DISK
 NV0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0073_SP_SET: DAM
 NV0073_STAMPING: E 307 1946
 NV0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0073
 NV0073  HISTORY     - Date     Condition        Report By
 NV0073  HISTORY     - 1946     MONUMENTED       CGS
 NV0073
 NV0073                          STATION DESCRIPTION
 NV0073
 NV0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0073'14.1 MI SE FROM JEROME.
 NV0073'TO REACH FROM JEROME POST OFFICE FOLLOW U.S. HIGHWAY 93 SOUTHEAST 9.9
 NV0073'MILES TO GRAVELED ROAD LEADING EAST ALONG RIM OF SNAKE RIVER CANYON,
 NV0073'FOLLOW GRAVELED ROAD EAST 4.2 MILES TO SHOSHONE FALLS, MARK IS SET ON
 NV0073'TOP OF DAM AT GATE HOUSE OF POWER PLANT, 0.6 FOOT EAST OF RAILING
 NV0073'ALONG WEST SIDE OF DAM, 15.3 FEET NORTH OF RAILING ALONG SOUTH END OF
 NV0073'DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0135 ***********************************************************************
 RA0135  DESIGNATION -  E 309
 RA0135  PID         -  RA0135
 RA0135  STATE/COUNTY-  ID/IDAHO
 RA0135  USGS QUAD   -  MOUGHMER POINT (1963)
 RA0135
 RA0135                         *CURRENT SURVEY CONTROL
 RA0135  ___________________________________________________________________
 RA0135* NAD 83(1986)-  45 54 57.     (N)    116 25 00.     (W)     SCALED    
 RA0135* NAVD 88     -       396.190  (meters)    1299.83   (feet)  ADJUSTED  
 RA0135  ___________________________________________________________________
 RA0135  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 RA0135  DYNAMIC HT  -         396.137 (meters)    1299.66  (feet)  COMP
 RA0135  MODELED GRAV-     980,473.0   (mgal)                       NAVD 88
 RA0135
 RA0135  VERT ORDER  -  SECOND    CLASS 0
 RA0135
 RA0135.The horizontal coordinates were scaled from a topographic map and have
 RA0135.an estimated accuracy of +/- 6 seconds.
 RA0135
 RA0135.The orthometric height was determined by differential leveling
 RA0135.and adjusted by the National Geodetic Survey in June 1991..
 RA0135
 RA0135.The geoid height was determined by GEOID03.
 RA0135
 RA0135.The dynamic height is computed by dividing the NAVD 88
 RA0135.geopotential number by the normal gravity value computed on the
 RA0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0135.degrees latitude (g = 980.6199 gals.).
 RA0135
 RA0135.The modeled gravity was interpolated from observed gravity values.
 RA0135
 RA0135;                    North         East    Units  Estimated Accuracy
 RA0135;SPC ID W     -   472,300.      748,280.      MT  (+/- 180 meters Scaled)
 RA0135
 RA0135                          SUPERSEDED SURVEY CONTROL
 RA0135
 RA0135  NGVD 29 (??/??/92)  395.119  (m)         1296.32   (f) ADJ UNCH    2 0
 RA0135
 RA0135.Superseded values are not recommended for survey control.
 RA0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0135.See file dsdata.txt to determine how the superseded data were derived.
 RA0135
 RA0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL452848(NAD 83)
 RA0135_MARKER: DB = BENCH MARK DISK
 RA0135_SETTING: 66 = SET IN ROCK OUTCROP
 RA0135_SP_SET: BEDROCK
 RA0135_STAMPING: E 309 1945
 RA0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0135+STABILITY: POSITION/ELEVATION WELL
 RA0135
 RA0135  HISTORY     - Date     Condition        Report By
 RA0135  HISTORY     - 1945     MONUMENTED       CGS
 RA0135
 RA0135                          STATION DESCRIPTION
 RA0135
 RA0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0135'0.8 MI NW FROM RICE CREEK.
 RA0135'ALONG TRAIL, 0.8 MILE NORTHWEST (DOWNSTREAM) OF RICE CREEK BRIDGE OVER
 RA0135'SALMON RIVER, AT ROCKY POINT PROJECTING INTO RIVER, 160.0 FEET
 RA0135'NORTHEAST OF NORTHEAST CORNER OF SMALL FRAME DWELLING, 96.0 FEET
 RA0135'NORTHEAST OF SMALL SHORT RAVINE MADE BY GOLD MINERS, 70.0 FEET EAST OF
 RA0135'TRAIL, 35.5 FEET SOUTHWEST OF SOUTHWEST EDGE OF SMALL BODY OF WATER
 RA0135'TRAPPED IN A LARGE HOLE IN BED ROCK, MIDWAY BETWEEN AND DIRECTLY IN
 RA0135'LINE WITH TWO SMALL HACKBERRY TREES, SET IN BED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0105 ***********************************************************************
 RA0105  DESIGNATION -  E 310
 RA0105  PID         -  RA0105
 RA0105  STATE/COUNTY-  ID/IDAHO
 RA0105  USGS QUAD   -  SLATE CREEK (1995)
 RA0105
 RA0105                         *CURRENT SURVEY CONTROL
 RA0105  ___________________________________________________________________
 RA0105* NAD 83(1986)-  45 41 08.     (N)    116 22 00.     (W)     SCALED    
 RA0105* NAVD 88     -       812.318  (meters)    2665.08   (feet)  ADJUSTED  
 RA0105  ___________________________________________________________________
 RA0105  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RA0105  DYNAMIC HT  -         812.128 (meters)    2664.46  (feet)  COMP
 RA0105  MODELED GRAV-     980,356.2   (mgal)                       NAVD 88
 RA0105
 RA0105  VERT ORDER  -  SECOND    CLASS 0
 RA0105
 RA0105.The horizontal coordinates were scaled from a topographic map and have
 RA0105.an estimated accuracy of +/- 6 seconds.
 RA0105
 RA0105.The orthometric height was determined by differential leveling
 RA0105.and adjusted by the National Geodetic Survey in June 1991..
 RA0105
 RA0105.The geoid height was determined by GEOID03.
 RA0105
 RA0105.The dynamic height is computed by dividing the NAVD 88
 RA0105.geopotential number by the normal gravity value computed on the
 RA0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0105.degrees latitude (g = 980.6199 gals.).
 RA0105
 RA0105.The modeled gravity was interpolated from observed gravity values.
 RA0105
 RA0105;                    North         East    Units  Estimated Accuracy
 RA0105;SPC ID W     -   446,680.      751,960.      MT  (+/- 180 meters Scaled)
 RA0105
 RA0105                          SUPERSEDED SURVEY CONTROL
 RA0105
 RA0105  NGVD 29 (??/??/92)  811.206  (m)         2661.43   (f) ADJ UNCH    2 0
 RA0105
 RA0105.Superseded values are not recommended for survey control.
 RA0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0105.See file dsdata.txt to determine how the superseded data were derived.
 RA0105
 RA0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL493593(NAD 83)
 RA0105_MARKER: DB = BENCH MARK DISK
 RA0105_SETTING: 80 = SET IN A BOULDER
 RA0105_SP_SET: BOULDER
 RA0105_STAMPING: E 310 1945
 RA0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0105+STABILITY: SURFACE MOTION
 RA0105
 RA0105  HISTORY     - Date     Condition        Report By
 RA0105  HISTORY     - 1945     MONUMENTED       CGS
 RA0105  HISTORY     - 1969     MARK NOT FOUND   NGS
 RA0105  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0105
 RA0105                          STATION DESCRIPTION
 RA0105
 RA0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 RA0105'8.7 MI SW FROM WHITE BIRD.
 RA0105'1.7 MILES SOUTH ALONG U.S. HIGHWAY NO. 95 FROM THE POST OFFICE AT
 RA0105'WHITE BIRD, THENCE 7.0 MILES SOUTHWEST ALONG THE PITTSBURG LANDING
 RA0105'ROAD, BETWEEN THE THIRD AND FOURTH CROSSING OF DEER CREEK GOING
 RA0105'UPHILL, 0.3 MILE SOUTHWEST OF THE THIRD CROSSING, 0.2 MILE NORTHEAST
 RA0105'OF THE FOURTH CROSSING, ABOUT 30.0 FEET NORTHWEST OF FOOT OF THE RIDGE
 RA0105'PARALLELING THE ROAD, 37.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RA0105'ROAD, 6.7 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A BOULDER,
 RA0105'1.0 FOOT ABOVE THE GROUND AND HIDDEN FROM THE ROAD BY 15-FOOT TALL
 RA0105'BUSHES.
 RA0105
 RA0105                          STATION RECOVERY (1982)
 RA0105
 RA0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0208 ***********************************************************************
 RA0208  DESIGNATION -  E 311
 RA0208  PID         -  RA0208
 RA0208  STATE/COUNTY-  ID/IDAHO
 RA0208  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0208
 RA0208                         *CURRENT SURVEY CONTROL
 RA0208  ___________________________________________________________________
 RA0208* NAD 83(1986)-  45 25 16.     (N)    116 03 24.     (W)     SCALED    
 RA0208* NAVD 88     -       613.891  (meters)    2014.07   (feet)  ADJUSTED  
 RA0208  ___________________________________________________________________
 RA0208  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 RA0208  DYNAMIC HT  -         613.732 (meters)    2013.55  (feet)  COMP
 RA0208  MODELED GRAV-     980,339.7   (mgal)                       NAVD 88
 RA0208
 RA0208  VERT ORDER  -  SECOND    CLASS 0
 RA0208
 RA0208.The horizontal coordinates were scaled from a topographic map and have
 RA0208.an estimated accuracy of +/- 6 seconds.
 RA0208
 RA0208.The orthometric height was determined by differential leveling
 RA0208.and adjusted by the National Geodetic Survey in June 1991..
 RA0208
 RA0208.The geoid height was determined by GEOID03.
 RA0208
 RA0208.The dynamic height is computed by dividing the NAVD 88
 RA0208.geopotential number by the normal gravity value computed on the
 RA0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0208.degrees latitude (g = 980.6199 gals.).
 RA0208
 RA0208.The modeled gravity was interpolated from observed gravity values.
 RA0208
 RA0208;                    North         East    Units  Estimated Accuracy
 RA0208;SPC ID W     -   417,150.      776,000.      MT  (+/- 180 meters Scaled)
 RA0208
 RA0208                          SUPERSEDED SURVEY CONTROL
 RA0208
 RA0208  NGVD 29 (??/??/92)  612.800  (m)         2010.49   (f) ADJ UNCH    2 0
 RA0208
 RA0208.Superseded values are not recommended for survey control.
 RA0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0208.See file dsdata.txt to determine how the superseded data were derived.
 RA0208
 RA0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL738301(NAD 83)
 RA0208_MARKER: DB = BENCH MARK DISK
 RA0208_SETTING: 80 = SET IN A BOULDER
 RA0208_SP_SET: BOULDER
 RA0208_STAMPING: E 311 1945
 RA0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0208+STABILITY: SURFACE MOTION
 RA0208
 RA0208  HISTORY     - Date     Condition        Report By
 RA0208  HISTORY     - 1945     MONUMENTED       CGS
 RA0208
 RA0208                          STATION DESCRIPTION
 RA0208
 RA0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0208'1.2 MI W FROM FRENCH CREEK.
 RA0208'ALONG SALMON RIVER ROAD, 1.2 MILE WEST OF POST OFFICE AT FRENCH CREEK,
 RA0208'SET IN TOP OF A 14X14 FOOT FLAT TOP BOULDER WHICH PROJECTS ABOUT 2 1/2
 RA0208'FEET ABOVE GROUND, 28.5 FEET SOUTH OF CENTERLINE OF ROAD, 67.5 FEET
 RA0208'EAST OF CORNER OF BARBED WIRE FENCE CORNER, ABOUT 6 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0187 ***********************************************************************
 QZ0187  DESIGNATION -  E 312
 QZ0187  PID         -  QZ0187
 QZ0187  STATE/COUNTY-  ID/IDAHO
 QZ0187  USGS QUAD   -  MAGRUDER MTN (1991)
 QZ0187
 QZ0187                         *CURRENT SURVEY CONTROL
 QZ0187  ___________________________________________________________________
 QZ0187* NAD 83(1986)-  45 40 36.     (N)    114 46 55.     (W)     SCALED    
 QZ0187* NAVD 88     -      1850.632  (meters)    6071.62   (feet)  ADJUSTED  
 QZ0187  ___________________________________________________________________
 QZ0187  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 QZ0187  DYNAMIC HT  -        1849.823 (meters)    6068.96  (feet)  COMP
 QZ0187  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 QZ0187
 QZ0187  VERT ORDER  -  FIRST     CLASS II
 QZ0187
 QZ0187.The horizontal coordinates were scaled from a topographic map and have
 QZ0187.an estimated accuracy of +/- 6 seconds.
 QZ0187
 QZ0187.The orthometric height was determined by differential leveling
 QZ0187.and adjusted by the National Geodetic Survey in June 1991..
 QZ0187
 QZ0187.The geoid height was determined by GEOID03.
 QZ0187
 QZ0187.The dynamic height is computed by dividing the NAVD 88
 QZ0187.geopotential number by the normal gravity value computed on the
 QZ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0187.degrees latitude (g = 980.6199 gals.).
 QZ0187
 QZ0187.The modeled gravity was interpolated from observed gravity values.
 QZ0187
 QZ0187;                    North         East    Units  Estimated Accuracy
 QZ0187;SPC ID W     -   445,960.      875,420.      MT  (+/- 180 meters Scaled)
 QZ0187
 QZ0187                          SUPERSEDED SURVEY CONTROL
 QZ0187
 QZ0187  NGVD 29 (??/??/92) 1849.364  (m)         6067.46   (f) ADJ UNCH    1 2
 QZ0187
 QZ0187.Superseded values are not recommended for survey control.
 QZ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0187.See file dsdata.txt to determine how the superseded data were derived.
 QZ0187
 QZ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL727605(NAD 83)
 QZ0187_MARKER: DB = BENCH MARK DISK
 QZ0187_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0187_SP_SET: SANDSTONE OUTCROP
 QZ0187_STAMPING: E 312 1945
 QZ0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0187+STABILITY: POSITION/ELEVATION WELL
 QZ0187
 QZ0187  HISTORY     - Date     Condition        Report By
 QZ0187  HISTORY     - 1945     MONUMENTED       CGS
 QZ0187  HISTORY     - 1974     GOOD             USGS
 QZ0187
 QZ0187                          STATION DESCRIPTION
 QZ0187
 QZ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0187'51.65 MI SW FROM CONNER, MT.
 QZ0187'ALONG CONNER - GRANGEVILLE ROAD, 51.65 MILES SOUTHWEST OF THE POST
 QZ0187'OFFICE AT CONNER, 6.95 MILES SOUTHWEST OF BRIDGE OVER SELWAY RIVER,
 QZ0187'0.55 MILE WEST OF TRAIL NO. 84 WHICH LEADS TO KIM CREEK, GOLD PAN
 QZ0187'CREEK AND TEPEE CREEK, 237.5 FEET NORTHEAST OF CENTER OF RAVINE AT
 QZ0187'SHARP CURVE IN ROAD, 56.0 FEET SOUTHWEST OF AND ACROSS ROAD FROM A
 QZ0187'SPIKE DRIVEN INTO A TRIANGULAR BLAZE ON A 2 1/2 FOOT PINE TREE, 9.5
 QZ0187'FEET NORTHWEST OF CENTERLINE OF ROAD, SET VERTICALLY IN SANDSTONE
 QZ0187'OUTCROP ABOUT 3 FEET ABOVE ROAD.  A BRONZE DISK.
 QZ0187
 QZ0187                          STATION RECOVERY (1974)
 QZ0187
 QZ0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0187'ALONG NEZ PERCE TRAIL ROAD, 66.2 MILES EAST OF POST OFFICE AT ELK
 QZ0187'CITY, IDAHO, 0.55 MILE WEST OF KIM CREEK SADDLE, 237 FEET OF CENTER
 QZ0187'OF SHARP TURN IN THE ROAD WHERE SMALL PERENNIAL STREAM CROSSES ROAD,
 QZ0187'10 FEET NW OF CENTERLINE ROAD AND ABOUT 3 1/2 FEET ABOVE ROAD LEVEL,
 QZ0187'SET VERTICALLY IN A ROCK OUTCROP ON WEST EDGE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0226 ***********************************************************************
 QZ0226  DESIGNATION -  E 313
 QZ0226  PID         -  QZ0226
 QZ0226  STATE/COUNTY-  ID/IDAHO
 QZ0226  USGS QUAD   -  SPREAD CREEK POINT (1995)
 QZ0226
 QZ0226                         *CURRENT SURVEY CONTROL
 QZ0226  ___________________________________________________________________
 QZ0226* NAD 83(1986)-  45 43 27.     (N)    115 02 43.     (W)     SCALED    
 QZ0226* NAVD 88     -      1635.444  (meters)    5365.62   (feet)  ADJUSTED  
 QZ0226  ___________________________________________________________________
 QZ0226  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 QZ0226  DYNAMIC HT  -        1634.817 (meters)    5363.56  (feet)  COMP
 QZ0226  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 QZ0226
 QZ0226  VERT ORDER  -  FIRST     CLASS II
 QZ0226
 QZ0226.The horizontal coordinates were scaled from a topographic map and have
 QZ0226.an estimated accuracy of +/- 6 seconds.
 QZ0226
 QZ0226.The orthometric height was determined by differential leveling
 QZ0226.and adjusted by the National Geodetic Survey in June 1991..
 QZ0226
 QZ0226.The geoid height was determined by GEOID03.
 QZ0226
 QZ0226.The dynamic height is computed by dividing the NAVD 88
 QZ0226.geopotential number by the normal gravity value computed on the
 QZ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0226.degrees latitude (g = 980.6199 gals.).
 QZ0226
 QZ0226.The modeled gravity was interpolated from observed gravity values.
 QZ0226
 QZ0226;                    North         East    Units  Estimated Accuracy
 QZ0226;SPC ID W     -   451,030.      854,860.      MT  (+/- 180 meters Scaled)
 QZ0226
 QZ0226                          SUPERSEDED SURVEY CONTROL
 QZ0226
 QZ0226  NGVD 29 (??/??/92) 1634.243  (m)         5361.68   (f) ADJ UNCH    1 2
 QZ0226
 QZ0226.Superseded values are not recommended for survey control.
 QZ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0226.See file dsdata.txt to determine how the superseded data were derived.
 QZ0226
 QZ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL521652(NAD 83)
 QZ0226_MARKER: DB = BENCH MARK DISK
 QZ0226_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0226_SP_SET: GRANITE OUTCROP
 QZ0226_STAMPING: E 313 1945
 QZ0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0226+STABILITY: POSITION/ELEVATION WELL
 QZ0226
 QZ0226  HISTORY     - Date     Condition        Report By
 QZ0226  HISTORY     - 1945     MONUMENTED       CGS
 QZ0226
 QZ0226                          STATION DESCRIPTION
 QZ0226
 QZ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0226'36.2 MI E FROM ELK CITY.
 QZ0226'ALONG CONNER - GRANGEVILLE ROAD, 36.2 MILES EAST OF POST OFFICE AT ELK
 QZ0226'CITY, 0.9 MILE WEST OF BRIDGE OVER BARGAMIN CREEK, AT THE ONLY LARGE
 QZ0226'AND PROMINENT GRANITE OUTCROP IN THIS VICINITY, 58.3 FEET SOUTHEAST OF
 QZ0226'AND ACROSS ROAD FROM TRIANGULAR BLAZE ON A 15 INCH PINE TREE, 18.8
 QZ0226'FEET EAST OF REFERENCE POST, 11.0 FEET SOUTH OF CENTERLINE OF ROAD,
 QZ0226'SET IN NORTHEAST END OF OUTCROP ABOUT 3 FEET ABOVE ROAD.  A BRONZE
 QZ0226'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0489 ***********************************************************************
 QZ0489  DESIGNATION -  E 314
 QZ0489  PID         -  QZ0489
 QZ0489  STATE/COUNTY-  ID/IDAHO
 QZ0489  USGS QUAD   -  GOLDEN (1995)
 QZ0489
 QZ0489                         *CURRENT SURVEY CONTROL
 QZ0489  ___________________________________________________________________
 QZ0489* NAD 83(1986)-  45 48 57.     (N)    115 38 15.     (W)     SCALED    
 QZ0489* NAVD 88     -      1097.395  (meters)    3600.37   (feet)  ADJUSTED  
 QZ0489  ___________________________________________________________________
 QZ0489  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 QZ0489  DYNAMIC HT  -        1097.099 (meters)    3599.40  (feet)  COMP
 QZ0489  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 QZ0489
 QZ0489  VERT ORDER  -  FIRST     CLASS II
 QZ0489
 QZ0489.The horizontal coordinates were scaled from a topographic map and have
 QZ0489.an estimated accuracy of +/- 6 seconds.
 QZ0489
 QZ0489.The orthometric height was determined by differential leveling
 QZ0489.and adjusted by the National Geodetic Survey in June 1991..
 QZ0489
 QZ0489.The geoid height was determined by GEOID03.
 QZ0489
 QZ0489.The dynamic height is computed by dividing the NAVD 88
 QZ0489.geopotential number by the normal gravity value computed on the
 QZ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0489.degrees latitude (g = 980.6199 gals.).
 QZ0489
 QZ0489.The modeled gravity was interpolated from observed gravity values.
 QZ0489
 QZ0489;                    North         East    Units  Estimated Accuracy
 QZ0489;SPC ID W     -   460,980.      808,740.      MT  (+/- 180 meters Scaled)
 QZ0489
 QZ0489                          SUPERSEDED SURVEY CONTROL
 QZ0489
 QZ0489  NGVD 29 (??/??/92) 1096.311  (m)         3596.81   (f) ADJ UNCH    1 2
 QZ0489
 QZ0489.Superseded values are not recommended for survey control.
 QZ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0489.See file dsdata.txt to determine how the superseded data were derived.
 QZ0489
 QZ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL058744(NAD 83)
 QZ0489_MARKER: DB = BENCH MARK DISK
 QZ0489_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0489_SP_SET: BEDROCK
 QZ0489_STAMPING: E 314 3592 30
 QZ0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0489+STABILITY: POSITION/ELEVATION WELL
 QZ0489
 QZ0489  HISTORY     - Date     Condition        Report By
 QZ0489  HISTORY     - UNK      MONUMENTED       BPR
 QZ0489  HISTORY     - 1945     GOOD             NGS
 QZ0489  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0489
 QZ0489                          STATION DESCRIPTION
 QZ0489
 QZ0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0489'14.85 MI W FROM ELK CITY.
 QZ0489'ALONG CONNER - GRANGEVILLE ROAD, 14.85 MILES WEST OF THE POST OFFICE
 QZ0489'AT ELK CITY, 0.25 MILE WEST OF STEEL BRIDGE OVER SOUTH FORK OF
 QZ0489'CLEARWATER RIVER FOR ROAD LEADING TO SOURDOUGH LOOKOUT, 120.0 FEET
 QZ0489'EAST OF 1 1/2 FOOT IRON PIPE CULVERT UNDER ROAD, 29.5 FEET NORTH OF
 QZ0489'CENTERLINE OF ROAD, SET IN TOP OF THE EAST TIP END OF THE ONLY PORTION
 QZ0489'OF BEDROCK VISIBLE IN THE RIVER BED IN THIS VICINITY, ABOUT 7 FEET
 QZ0489'BELOW THE ROAD.  BUREAU OF PUBLIC ROADS BRONZE DISK.  NOTE-- THIS
 QZ0489'BENCH MARK WAS STAMPED E 314 TO AVOID CONFUSING IT WITH A BUREAU OF
 QZ0489'PUBLIC ROADS BENCH MARK 1.0 MILE UPSTREAM FROM THIS BENCH MARK AND
 QZ0489'WHICH HAS THE EXACT STAMPING AS THE BENCH MARK DESCRIBED ABOVE.
 QZ0489
 QZ0489                          STATION RECOVERY (1962)
 QZ0489
 QZ0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0335 ***********************************************************************
 RA0335  DESIGNATION -  E 315
 RA0335  PID         -  RA0335
 RA0335  STATE/COUNTY-  ID/IDAHO
 RA0335  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA0335
 RA0335                         *CURRENT SURVEY CONTROL
 RA0335  ___________________________________________________________________
 RA0335* NAD 83(1986)-  45 18 19.     (N)    116 40 25.     (W)     SCALED    
 RA0335* NAVD 88     -       436.773  (meters)    1432.98   (feet)  ADJUSTED  
 RA0335  ___________________________________________________________________
 RA0335  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 RA0335  DYNAMIC HT  -         436.620 (meters)    1432.48  (feet)  COMP
 RA0335  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 RA0335
 RA0335  VERT ORDER  -  SECOND    CLASS 0
 RA0335
 RA0335.The horizontal coordinates were scaled from a topographic map and have
 RA0335.an estimated accuracy of +/- 6 seconds.
 RA0335
 RA0335.The orthometric height was determined by differential leveling
 RA0335.and adjusted by the National Geodetic Survey in June 1991..
 RA0335
 RA0335.The geoid height was determined by GEOID03.
 RA0335
 RA0335.The dynamic height is computed by dividing the NAVD 88
 RA0335.geopotential number by the normal gravity value computed on the
 RA0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0335.degrees latitude (g = 980.6199 gals.).
 RA0335
 RA0335.The modeled gravity was interpolated from observed gravity values.
 RA0335
 RA0335;                    North         East    Units  Estimated Accuracy
 RA0335;SPC ID W     -   404,650.      727,570.      MT  (+/- 180 meters Scaled)
 RA0335
 RA0335                          SUPERSEDED SURVEY CONTROL
 RA0335
 RA0335  NGVD 29 (??/??/92)  435.648  (m)         1429.29   (f) ADJ UNCH    2 0
 RA0335
 RA0335.Superseded values are not recommended for survey control.
 RA0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0335.See file dsdata.txt to determine how the superseded data were derived.
 RA0335
 RA0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL255169(NAD 83)
 RA0335_MARKER: DB = BENCH MARK DISK
 RA0335_SETTING: 80 = SET IN A BOULDER
 RA0335_SP_SET: BOULDER
 RA0335_STAMPING: E 315 1946
 RA0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0335+STABILITY: SURFACE MOTION
 RA0335
 RA0335  HISTORY     - Date     Condition        Report By
 RA0335  HISTORY     - 1946     MONUMENTED       CGS
 RA0335
 RA0335                          STATION DESCRIPTION
 RA0335
 RA0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0335'23.25 MI N FROM HOMESTEAD, OR.
 RA0335'ABOUT 23.25 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0335'EAST BANK OF THE RIVER, ABOUT 6.9 MILES NORTH OF EAGLE BAR, ABOUT 0.6
 RA0335'MILES SOUTH OF A RANCH HOUSE WHICH IS THE ONLY HOUSE IN VICINITY,
 RA0335'ABOUT 300 FEET WEST OF A HIGH OVERHANGING CLIFF, 14 FEET WEST OF A
 RA0335'VERY DIM TRAIL WHICH FOLLOWS ALONG THE BANK OF THE RIVER, A STANDARD
 RA0335'DISK SET IN TOP OF A BOULDER WHICH IS ABOUT THE SAME ELEVATION AS HIGH
 RA0335'WATER LEVEL AND PROJECTS ABOUT 2 FEET ABOVE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0106 ***********************************************************************
 QZ0106  DESIGNATION -  E 316
 QZ0106  PID         -  QZ0106
 QZ0106  STATE/COUNTY-  ID/IDAHO
 QZ0106  USGS QUAD   -  SQUARE TOP (1962)
 QZ0106
 QZ0106                         *CURRENT SURVEY CONTROL
 QZ0106  ___________________________________________________________________
 QZ0106* NAD 83(1986)-  45 23 43.     (N)    114 44 54.     (W)     SCALED    
 QZ0106* NAVD 88     -       874.279  (meters)    2868.36   (feet)  ADJUSTED  
 QZ0106  ___________________________________________________________________
 QZ0106  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 QZ0106  DYNAMIC HT  -         873.764 (meters)    2866.67  (feet)  COMP
 QZ0106  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 QZ0106
 QZ0106  VERT ORDER  -  SECOND    CLASS 0
 QZ0106
 QZ0106.The horizontal coordinates were scaled from a topographic map and have
 QZ0106.an estimated accuracy of +/- 6 seconds.
 QZ0106
 QZ0106.The orthometric height was determined by differential leveling
 QZ0106.and adjusted by the National Geodetic Survey in June 1991..
 QZ0106
 QZ0106.The geoid height was determined by GEOID03.
 QZ0106
 QZ0106.The dynamic height is computed by dividing the NAVD 88
 QZ0106.geopotential number by the normal gravity value computed on the
 QZ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0106.degrees latitude (g = 980.6199 gals.).
 QZ0106
 QZ0106.The modeled gravity was interpolated from observed gravity values.
 QZ0106
 QZ0106;                    North         East    Units  Estimated Accuracy
 QZ0106;SPC ID W     -   414,720.      878,430.      MT  (+/- 180 meters Scaled)
 QZ0106
 QZ0106                          SUPERSEDED SURVEY CONTROL
 QZ0106
 QZ0106  NGVD 29 (??/??/92)  872.902  (m)         2863.85   (f) ADJ UNCH    2 0
 QZ0106
 QZ0106.Superseded values are not recommended for survey control.
 QZ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0106.See file dsdata.txt to determine how the superseded data were derived.
 QZ0106
 QZ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL762293(NAD 83)
 QZ0106_MARKER: DB = BENCH MARK DISK
 QZ0106_SETTING: 80 = SET IN A BOULDER
 QZ0106_SP_SET: BOULDER
 QZ0106_STAMPING: E 316 1945
 QZ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0106+STABILITY: SURFACE MOTION
 QZ0106
 QZ0106  HISTORY     - Date     Condition        Report By
 QZ0106  HISTORY     - 1945     MONUMENTED       CGS
 QZ0106
 QZ0106                          STATION DESCRIPTION
 QZ0106
 QZ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0106'32.2 MI W FROM SHOUP.
 QZ0106'32.2 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE SOUTHERLY SIDE OF
 QZ0106'THE SALMON RIVER, SET IN TOP OF BOULDER BETWEEN TRAIL AND RIVER, ABOUT
 QZ0106'30 FEET NORTH OF TRAIL, 12 FEET NORTHWEST OF PINE WITH TRIANGULAR
 QZ0106'BLAZES ON THE SOUTH AND WEST SIDES, AND ABOUT 3 FEET BELOW THE LEVEL
 QZ0106'OF TRAIL.  BRONZE BENCH MARK DISK SET IN TOP OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0278 ***********************************************************************
 QZ0278  DESIGNATION -  E 317
 QZ0278  PID         -  QZ0278
 QZ0278  STATE/COUNTY-  ID/IDAHO
 QZ0278  USGS QUAD   -  SHEEP HILL (1995)
 QZ0278
 QZ0278                         *CURRENT SURVEY CONTROL
 QZ0278  ___________________________________________________________________
 QZ0278* NAD 83(1986)-  45 31 38.     (N)    115 06 12.     (W)     SCALED    
 QZ0278* NAVD 88     -       781.248  (meters)    2563.14   (feet)  ADJUSTED  
 QZ0278  ___________________________________________________________________
 QZ0278  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 QZ0278  DYNAMIC HT  -         780.768 (meters)    2561.57  (feet)  COMP
 QZ0278  MODELED GRAV-     979,985.0   (mgal)                       NAVD 88
 QZ0278
 QZ0278  VERT ORDER  -  SECOND    CLASS 0
 QZ0278
 QZ0278.The horizontal coordinates were scaled from a topographic map and have
 QZ0278.an estimated accuracy of +/- 6 seconds.
 QZ0278
 QZ0278.The orthometric height was determined by differential leveling
 QZ0278.and adjusted by the National Geodetic Survey in June 1991..
 QZ0278
 QZ0278.The geoid height was determined by GEOID03.
 QZ0278
 QZ0278.The dynamic height is computed by dividing the NAVD 88
 QZ0278.geopotential number by the normal gravity value computed on the
 QZ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0278.degrees latitude (g = 980.6199 gals.).
 QZ0278
 QZ0278.The modeled gravity was interpolated from observed gravity values.
 QZ0278
 QZ0278;                    North         East    Units  Estimated Accuracy
 QZ0278;SPC ID W     -   429,100.      850,510.      MT  (+/- 180 meters Scaled)
 QZ0278
 QZ0278                          SUPERSEDED SURVEY CONTROL
 QZ0278
 QZ0278  NGVD 29 (??/??/92)  779.832  (m)         2558.50   (f) ADJ UNCH    2 0
 QZ0278
 QZ0278.Superseded values are not recommended for survey control.
 QZ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0278.See file dsdata.txt to determine how the superseded data were derived.
 QZ0278
 QZ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL481432(NAD 83)
 QZ0278_MARKER: DB = BENCH MARK DISK
 QZ0278_SETTING: 80 = SET IN A BOULDER
 QZ0278_SP_SET: BOULDER
 QZ0278_STAMPING: E 317 1945
 QZ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0278+STABILITY: SURFACE MOTION
 QZ0278
 QZ0278  HISTORY     - Date     Condition        Report By
 QZ0278  HISTORY     - 1945     MONUMENTED       CGS
 QZ0278  HISTORY     - 1974     MARK NOT FOUND   USGS
 QZ0278
 QZ0278                          STATION DESCRIPTION
 QZ0278
 QZ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0278'55.4 MI W FROM SHOUP.
 QZ0278'55.4 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE SOUTHERLY SIDE OF
 QZ0278'THE SALMON RIVER, SET IN TOP OF BOULDER, DIRECTLY IN LINE WITH PINE
 QZ0278'TREE ON SOUTHWEST SIDE OF A ROCK CLIFF ON THE NORTHERLY SIDE OF THE
 QZ0278'RIVER AND JUST BELOW HIGH WATER LEVEL.  BRONZE BENCH MARK DISK. BRONZE
 QZ0278'DISK SET IN TOP OF BOULDER.
 QZ0278
 QZ0278                          STATION RECOVERY (1974)
 QZ0278
 QZ0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0329 ***********************************************************************
 QZ0329  DESIGNATION -  E 318
 QZ0329  PID         -  QZ0329
 QZ0329  STATE/COUNTY-  ID/IDAHO
 QZ0329  USGS QUAD   -  FIVEMILE BAR (1995)
 QZ0329
 QZ0329                         *CURRENT SURVEY CONTROL
 QZ0329  ___________________________________________________________________
 QZ0329* NAD 83(1986)-  45 23 17.     (N)    115 29 45.     (W)     SCALED    
 QZ0329* NAVD 88     -       664.741  (meters)    2180.90   (feet)  ADJUSTED  
 QZ0329  ___________________________________________________________________
 QZ0329  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 QZ0329  DYNAMIC HT  -         664.343 (meters)    2179.60  (feet)  COMP
 QZ0329  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 QZ0329
 QZ0329  VERT ORDER  -  SECOND    CLASS 0
 QZ0329
 QZ0329.The horizontal coordinates were scaled from a topographic map and have
 QZ0329.an estimated accuracy of +/- 6 seconds.
 QZ0329
 QZ0329.The orthometric height was determined by differential leveling
 QZ0329.and adjusted by the National Geodetic Survey in June 1991..
 QZ0329
 QZ0329.The geoid height was determined by GEOID03.
 QZ0329
 QZ0329.The dynamic height is computed by dividing the NAVD 88
 QZ0329.geopotential number by the normal gravity value computed on the
 QZ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0329.degrees latitude (g = 980.6199 gals.).
 QZ0329
 QZ0329.The modeled gravity was interpolated from observed gravity values.
 QZ0329
 QZ0329;                    North         East    Units  Estimated Accuracy
 QZ0329;SPC ID W     -   413,460.      819,900.      MT  (+/- 180 meters Scaled)
 QZ0329
 QZ0329                          SUPERSEDED SURVEY CONTROL
 QZ0329
 QZ0329  NGVD 29 (??/??/92)  663.383  (m)         2176.45   (f) ADJ UNCH    2 0
 QZ0329
 QZ0329.Superseded values are not recommended for survey control.
 QZ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0329.See file dsdata.txt to determine how the superseded data were derived.
 QZ0329
 QZ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL177271(NAD 83)
 QZ0329_MARKER: DB = BENCH MARK DISK
 QZ0329_SETTING: 80 = SET IN A BOULDER
 QZ0329_SP_SET: BOULDER
 QZ0329_STAMPING: E 318 1945
 QZ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0329+STABILITY: SURFACE MOTION
 QZ0329
 QZ0329  HISTORY     - Date     Condition        Report By
 QZ0329  HISTORY     - 1945     MONUMENTED       CGS
 QZ0329  HISTORY     - 1948     GOOD             NGS
 QZ0329  HISTORY     - 1974     GOOD             USGS
 QZ0329
 QZ0329                          STATION DESCRIPTION
 QZ0329
 QZ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0329'30.5 MI E FROM FRENCH CREEK.
 QZ0329'30.5 MILES EAST OF FRENCH CREEK, ON THE NORTHERLY SIDE OF THE SALMON
 QZ0329'RIVER, SET IN TOP OF BOULDER, ABOUT 0.2 MILE NORTHEAST OF BRIDGE, AND
 QZ0329'JUST BELOW HIGH WATER LEVEL.  BRONZE BENCH MARK DISK SET IN TOP OF
 QZ0329'BOULDER.
 QZ0329
 QZ0329                          STATION RECOVERY (1948)
 QZ0329
 QZ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 QZ0329'RECOVERED IN GOOD CONDITION.
 QZ0329
 QZ0329                          STATION RECOVERY (1974)
 QZ0329
 QZ0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0329'FRENCH CREEK, 30.5 MILES EAST ALONG SALMON RIVER, AND ON THE
 QZ0329'NORTHERLY SIDE OF. 0.2 MILE NORTHEAST (UPSTREAM) FROM MACKAY BAR
 QZ0329'BRIDGE (PACK BRIDGE). 90 FEET NORTHEAST OF THE NORTHEAST OF TWO TALL
 QZ0329'PINE TREES AT EDGE OF BLUFF. A STANDARD DISK SET INTOP OF BOULDER
 QZ0329'BELOW HIGH WATER LINE. STAMPED E 318 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0931 ***********************************************************************
 RA0931  DESIGNATION -  E 319
 RA0931  PID         -  RA0931
 RA0931  STATE/COUNTY-  ID/IDAHO
 RA0931  USGS QUAD   -  BOLES (1963)
 RA0931
 RA0931                         *CURRENT SURVEY CONTROL
 RA0931  ___________________________________________________________________
 RA0931* NAD 83(1986)-  45 58 14.     (N)    116 31 41.     (W)     SCALED    
 RA0931* NAVD 88     -       368.528  (meters)    1209.08   (feet)  ADJUSTED  
 RA0931  ___________________________________________________________________
 RA0931  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 RA0931  DYNAMIC HT  -         368.422 (meters)    1208.73  (feet)  COMP
 RA0931  MODELED GRAV-     980,322.1   (mgal)                       NAVD 88
 RA0931
 RA0931  VERT ORDER  -  SECOND    CLASS 0
 RA0931
 RA0931.The horizontal coordinates were scaled from a topographic map and have
 RA0931.an estimated accuracy of +/- 6 seconds.
 RA0931
 RA0931.The orthometric height was determined by differential leveling
 RA0931.and adjusted by the National Geodetic Survey in June 1991..
 RA0931
 RA0931.The geoid height was determined by GEOID03.
 RA0931
 RA0931.The dynamic height is computed by dividing the NAVD 88
 RA0931.geopotential number by the normal gravity value computed on the
 RA0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0931.degrees latitude (g = 980.6199 gals.).
 RA0931
 RA0931.The modeled gravity was interpolated from observed gravity values.
 RA0931
 RA0931;                    North         East    Units  Estimated Accuracy
 RA0931;SPC ID W     -   478,460.      739,700.      MT  (+/- 180 meters Scaled)
 RA0931
 RA0931                          SUPERSEDED SURVEY CONTROL
 RA0931
 RA0931  NGVD 29 (??/??/92)  367.400  (m)         1205.38   (f) ADJ UNCH    2 0
 RA0931
 RA0931.Superseded values are not recommended for survey control.
 RA0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0931.See file dsdata.txt to determine how the superseded data were derived.
 RA0931
 RA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL365908(NAD 83)
 RA0931_MARKER: DB = BENCH MARK DISK
 RA0931_SETTING: 80 = SET IN A BOULDER
 RA0931_SP_SET: BOULDER
 RA0931_STAMPING: E 319 1945
 RA0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0931+STABILITY: SURFACE MOTION
 RA0931
 RA0931  HISTORY     - Date     Condition        Report By
 RA0931  HISTORY     - 1945     MONUMENTED       CGS
 RA0931
 RA0931                          STATION DESCRIPTION
 RA0931
 RA0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0931'9.5 MI NW FROM RICE CREEK BRIDGE.
 RA0931'9.5 MILES NORTHWEST (DOWN STREAM) ALONG THE NORTHEAST SHORE OF THE
 RA0931'SALMON RIVER FROM THE RIVE CREEK BRIDGE, ABOUT 20 FEET NORTH OF A
 RA0931'LARGE BOULDER, JUST WEST OF THE MOUTH OF A CANYON TO THE NORTH, AT THE
 RA0931'SOUTHEAST POINT OF A BOULDER, AND ABOUT LEVEL WITH THE HIGH WATER
 RA0931'LEVEL.  A BRONZE DISK, SET IN THE TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0640 ***********************************************************************
 NV0640  DESIGNATION -  E 32
 NV0640  PID         -  NV0640
 NV0640  STATE/COUNTY-  ID/OWYHEE
 NV0640  USGS QUAD   -  AUSTIN BUTTE (1980)
 NV0640
 NV0640                         *CURRENT SURVEY CONTROL
 NV0640  ___________________________________________________________________
 NV0640* NAD 83(1986)-  42 30 58.     (N)    115 42 34.     (W)     SCALED    
 NV0640* NAVD 88     -      1292.742  (meters)    4241.27   (feet)  ADJUSTED  
 NV0640  ___________________________________________________________________
 NV0640  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 NV0640  DYNAMIC HT  -        1291.988 (meters)    4238.80  (feet)  COMP
 NV0640  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 NV0640
 NV0640  VERT ORDER  -  FIRST     CLASS II
 NV0640
 NV0640.The horizontal coordinates were scaled from a topographic map and have
 NV0640.an estimated accuracy of +/- 6 seconds.
 NV0640
 NV0640.The orthometric height was determined by differential leveling
 NV0640.and adjusted by the National Geodetic Survey in June 1991..
 NV0640
 NV0640.The geoid height was determined by GEOID03.
 NV0640
 NV0640.The dynamic height is computed by dividing the NAVD 88
 NV0640.geopotential number by the normal gravity value computed on the
 NV0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0640.degrees latitude (g = 980.6199 gals.).
 NV0640
 NV0640.The modeled gravity was interpolated from observed gravity values.
 NV0640
 NV0640;                    North         East    Units  Estimated Accuracy
 NV0640;SPC ID W     -    94,350.      803,330.      MT  (+/- 180 meters Scaled)
 NV0640
 NV0640                          SUPERSEDED SURVEY CONTROL
 NV0640
 NV0640  NGVD 29 (??/??/92) 1291.719  (m)         4237.91   (f) ADJ UNCH    1 2
 NV0640
 NV0640.Superseded values are not recommended for survey control.
 NV0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0640.See file dsdata.txt to determine how the superseded data were derived.
 NV0640
 NV0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH060078(NAD 83)
 NV0640_MARKER: DB = BENCH MARK DISK
 NV0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0640_STAMPING: E 32 1934
 NV0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0640+STABILITY: SURFACE MOTION
 NV0640
 NV0640  HISTORY     - Date     Condition        Report By
 NV0640  HISTORY     - 1934     MONUMENTED       CGS
 NV0640  HISTORY     - 1974     GOOD             USGS
 NV0640
 NV0640                          STATION DESCRIPTION
 NV0640
 NV0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0640'22 MI SW FROM HOT SPRING.
 NV0640'22.0 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0640'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, IN THE SADDLE BETWEEN TWO
 NV0640'RIDGES ABOUT 1000 FEET APART, ABOUT 350 FEET EAST OF THE FOOT OF THE
 NV0640'WEST RIDGE, ON A KNOLL JUST EAST OF A SMALL FLAT, AND 20 FEET EAST OF
 NV0640'THE ROAD.  A STANDARD DISK, STAMPED E 32 1934 AND SET IN THE TOP OF A
 NV0640'CONCRETE POST.
 NV0640
 NV0640                          STATION RECOVERY (1974)
 NV0640
 NV0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0640'HOT SPRING, 22.0 MI. SOUTHWEST OF ALONG OLD ROAD TO GRASMERE FROM THE
 NV0640'BRIDGE OVER THE BRUNEAU RIVER. 7.4 MI. NORTHEAST OF THE OLD
 NV0640'BLACKSTONE RANCH HOUSE. IN THE FLAT BETWEEN TWO RIDGES ABOUT 1000 FT.
 NV0640'APART, ABOUT 350 FT. EAST OF THE FOOT OF THE WEST RIDGE, ON A LOW
 NV0640'KNOLL JUST EAST OF A SMALL DRAIN. 20 FT. SOUTHEAST OF THE CENTER OF
 NV0640'THE ROAD. A STANDARD DISK STAMPED E 32 1934 AND SET IN THE TOP OF A
 NV0640'CONCRETE POST PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0373 ***********************************************************************
 RA0373  DESIGNATION -  E 320
 RA0373  PID         -  RA0373
 RA0373  STATE/COUNTY-  ID/ADAMS
 RA0373  USGS QUAD   -  HOMESTEAD (1990)
 RA0373
 RA0373                         *CURRENT SURVEY CONTROL
 RA0373  ___________________________________________________________________
 RA0373* NAD 83(1986)-  45 03 16.     (N)    116 47 00.     (W)     SCALED    
 RA0373* NAVD 88     -       900.907  (meters)    2955.73   (feet)  ADJUSTED  
 RA0373  ___________________________________________________________________
 RA0373  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 RA0373  DYNAMIC HT  -         900.656 (meters)    2954.90  (feet)  COMP
 RA0373  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 RA0373
 RA0373  VERT ORDER  -  SECOND    CLASS 0
 RA0373
 RA0373.The horizontal coordinates were scaled from a topographic map and have
 RA0373.an estimated accuracy of +/- 6 seconds.
 RA0373
 RA0373.The orthometric height was determined by differential leveling
 RA0373.and adjusted by the National Geodetic Survey in June 1991..
 RA0373
 RA0373.The geoid height was determined by GEOID03.
 RA0373
 RA0373.The dynamic height is computed by dividing the NAVD 88
 RA0373.geopotential number by the normal gravity value computed on the
 RA0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0373.degrees latitude (g = 980.6199 gals.).
 RA0373
 RA0373.The modeled gravity was interpolated from observed gravity values.
 RA0373
 RA0373;                    North         East    Units  Estimated Accuracy
 RA0373;SPC ID W     -   376,880.      718,610.      MT  (+/- 180 meters Scaled)
 RA0373
 RA0373                          SUPERSEDED SURVEY CONTROL
 RA0373
 RA0373  NGVD 29 (??/??/92)  899.856  (m)         2952.28   (f) ADJ UNCH    2 0
 RA0373
 RA0373.Superseded values are not recommended for survey control.
 RA0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0373.See file dsdata.txt to determine how the superseded data were derived.
 RA0373
 RA0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK170890(NAD 83)
 RA0373_MARKER: DB = BENCH MARK DISK
 RA0373_SETTING: 66 = SET IN ROCK OUTCROP
 RA0373_SP_SET: ROCK CLIFF
 RA0373_STAMPING: E 320 1946
 RA0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0373+STABILITY: POSITION/ELEVATION WELL
 RA0373
 RA0373  HISTORY     - Date     Condition        Report By
 RA0373  HISTORY     - 1946     MONUMENTED       CGS
 RA0373  HISTORY     - 1957     MARK NOT FOUND   NGS
 RA0373
 RA0373                          STATION DESCRIPTION
 RA0373
 RA0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0373'40.3 MI NW FROM FRUITVALE.
 RA0373'ABOUT 40.3 MILES NORTHWEST ALONG THE FRUITVALE-HOMESTEAD ROAD FROM THE
 RA0373'POST OFFICE AT FRUITVALE, 4.9 MILES NORTHEAST OF THE POST OFFICE AT
 RA0373'HOMESTEAD, 33 FEET WEST OF THE CENTER OF A SHARP CURVE, 6 FEET SOUTH
 RA0373'OF THE CENTER LINE OF THE ROAD, ABOUT 4 FEET ABOVE THE ROAD LEVEL, AND
 RA0373'SET IN THE TOP OF THE EAST END OF A ROCK CLIFF.
 RA0373
 RA0373                          STATION RECOVERY (1957)
 RA0373
 RA0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RA0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0423 ***********************************************************************
 QB0423  DESIGNATION -  E 321
 QB0423  PID         -  QB0423
 QB0423  STATE/COUNTY-  ID/WASHINGTON
 QB0423  USGS QUAD   -  CAMBRIDGE (1986)
 QB0423
 QB0423                         *CURRENT SURVEY CONTROL
 QB0423  ___________________________________________________________________
 QB0423* NAD 83(1986)-  44 33 52.     (N)    116 38 22.     (W)     SCALED    
 QB0423* NAVD 88     -       815.692  (meters)    2676.15   (feet)  ADJUSTED  
 QB0423  ___________________________________________________________________
 QB0423  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 QB0423  DYNAMIC HT  -         815.455 (meters)    2675.37  (feet)  COMP
 QB0423  MODELED GRAV-     980,299.4   (mgal)                       NAVD 88
 QB0423
 QB0423  VERT ORDER  -  FIRST     CLASS II
 QB0423
 QB0423.The horizontal coordinates were scaled from a topographic map and have
 QB0423.an estimated accuracy of +/- 6 seconds.
 QB0423
 QB0423.The orthometric height was determined by differential leveling
 QB0423.and adjusted by the National Geodetic Survey in June 1991..
 QB0423
 QB0423.The geoid height was determined by GEOID03.
 QB0423
 QB0423.The dynamic height is computed by dividing the NAVD 88
 QB0423.geopotential number by the normal gravity value computed on the
 QB0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0423.degrees latitude (g = 980.6199 gals.).
 QB0423
 QB0423.The modeled gravity was interpolated from observed gravity values.
 QB0423
 QB0423;                    North         East    Units  Estimated Accuracy
 QB0423;SPC ID W     -   322,290.      729,350.      MT  (+/- 180 meters Scaled)
 QB0423
 QB0423                          SUPERSEDED SURVEY CONTROL
 QB0423
 QB0423  NGVD 29 (??/??/92)  814.652  (m)         2672.74   (f) ADJ UNCH    1 2
 QB0423
 QB0423.Superseded values are not recommended for survey control.
 QB0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0423.See file dsdata.txt to determine how the superseded data were derived.
 QB0423
 QB0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK286346(NAD 83)
 QB0423_MARKER: DD = SURVEY DISK
 QB0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0423_STAMPING: E 321 1946
 QB0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0423+STABILITY: SURFACE MOTION
 QB0423
 QB0423  HISTORY     - Date     Condition        Report By
 QB0423  HISTORY     - 1946     MONUMENTED       IDPWD
 QB0423  HISTORY     - 1967     GOOD             NGS
 QB0423  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0423
 QB0423                          STATION DESCRIPTION
 QB0423
 QB0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0423'2.1 MI E FROM CAMBRIDGE.
 QB0423'2.1 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0423'CAMBRIDGE TO THE MARK ON THE LEFT ON THE SOUTH SIDE OF A HIGHWAY STOCK
 QB0423'PILE, 85 FEET WEST OF THE WEST END OF A GATE AT THE ENTRANCE TO THE
 QB0423'STOCK PILE, 41 FEET NORTH OF THE CENTER OF THE HIGHWAY, 8 FEET
 QB0423'NORTHEAST OF POWER POLE NO. 15 WITH A WITNESS SIGN NAILED ON IT AND
 QB0423'0.5 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE SET IN A 5-INCH SQUARE
 QB0423'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 QB0423
 QB0423                          STATION RECOVERY (1983)
 QB0423
 QB0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0423'BELIEVED DESTROYED, GRAVEL PIT AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0562 ***********************************************************************
 QA0562  DESIGNATION -  E 322
 QA0562  PID         -  QA0562
 QA0562  STATE/COUNTY-  ID/VALLEY
 QA0562  USGS QUAD   -  WARM LAKE (1988)
 QA0562
 QA0562                         *CURRENT SURVEY CONTROL
 QA0562  ___________________________________________________________________
 QA0562* NAD 83(1986)-  44 43 27.     (N)    115 41 12.     (W)     SCALED    
 QA0562* NAVD 88     -      1548.868  (meters)    5081.58   (feet)  ADJUSTED  
 QA0562  ___________________________________________________________________
 QA0562  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 QA0562  DYNAMIC HT  -        1548.109 (meters)    5079.09  (feet)  COMP
 QA0562  MODELED GRAV-     980,073.9   (mgal)                       NAVD 88
 QA0562
 QA0562  VERT ORDER  -  SECOND    CLASS 0
 QA0562
 QA0562.The horizontal coordinates were scaled from a topographic map and have
 QA0562.an estimated accuracy of +/- 6 seconds.
 QA0562
 QA0562.The orthometric height was determined by differential leveling
 QA0562.and adjusted by the National Geodetic Survey in June 1991..
 QA0562
 QA0562.The geoid height was determined by GEOID03.
 QA0562
 QA0562.The dynamic height is computed by dividing the NAVD 88
 QA0562.geopotential number by the normal gravity value computed on the
 QA0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0562.degrees latitude (g = 980.6199 gals.).
 QA0562
 QA0562.The modeled gravity was interpolated from observed gravity values.
 QA0562
 QA0562;                    North         East    Units  Estimated Accuracy
 QA0562;SPC ID W     -   339,660.      805,020.      MT  (+/- 180 meters Scaled)
 QA0562
 QA0562                          SUPERSEDED SURVEY CONTROL
 QA0562
 QA0562  NGVD 29 (??/??/92) 1547.690  (m)         5077.71   (f) ADJ UNCH    2 0
 QA0562
 QA0562.Superseded values are not recommended for survey control.
 QA0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0562.See file dsdata.txt to determine how the superseded data were derived.
 QA0562
 QA0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK040531(NAD 83)
 QA0562_MARKER: DB = BENCH MARK DISK
 QA0562_SETTING: 66 = SET IN ROCK OUTCROP
 QA0562_SP_SET: ROCK OUTCROP
 QA0562_STAMPING: E 322 1947
 QA0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0562+STABILITY: POSITION/ELEVATION WELL
 QA0562
 QA0562  HISTORY     - Date     Condition        Report By
 QA0562  HISTORY     - 1947     MONUMENTED       CGS
 QA0562  HISTORY     - 1948     GOOD             NGS
 QA0562
 QA0562                          STATION DESCRIPTION
 QA0562
 QA0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QA0562'6.8 MI N FROM WARM LAKE.
 QA0562'2.0 MILES NORTHWEST ALONG STIBNITE ROAD FROM THE POST OFFICE AT WARM
 QA0562'LAKE, THENCE 4.8 MILES NORTH ALONG THE SOUTH FORK ROAD, AT MIRROR
 QA0562'CREEK, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF THE SOUTH FORK
 QA0562'ROAD AND A DIM TRACK ROAD LEADING NORTHEAST, 106 FEET SOUTHEAST OF THE
 QA0562'CENTER LINE OF THE BRIDGE OVER MIRROR CREEK, 49.0 FEET EAST OF THE
 QA0562'CENTER LINE OF THE SOUTH FORK ROAD, 32.0 FEET EAST OF AN 8-INCH PINE
 QA0562'TREE WITH A TRIANGULAR BLAZE, 11.0 FEET SOUTH OF THE CENTER LINE OF
 QA0562'THE DIM TRACK ROAD, SET IN THE TOP OF A LARGE GRANITE ROCK OUTCROP
 QA0562'PROJECTING 1 1/2 FEET AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0278 ***********************************************************************
 QA0278  DESIGNATION -  E 323
 QA0278  PID         -  QA0278
 QA0278  STATE/COUNTY-  ID/VALLEY
 QA0278  USGS QUAD   -  PUNGO MOUNTAIN (1973)
 QA0278
 QA0278                         *CURRENT SURVEY CONTROL
 QA0278  ___________________________________________________________________
 QA0278* NAD 83(1986)-  44 45 56.     (N)    115 05 51.     (W)     SCALED    
 QA0278* NAVD 88     -      1420.554  (meters)    4660.60   (feet)  ADJUSTED  
 QA0278  ___________________________________________________________________
 QA0278  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 QA0278  DYNAMIC HT  -        1419.691 (meters)    4657.77  (feet)  COMP
 QA0278  MODELED GRAV-     979,964.2   (mgal)                       NAVD 88
 QA0278
 QA0278  VERT ORDER  -  SECOND    CLASS 0
 QA0278
 QA0278.The horizontal coordinates were scaled from a topographic map and have
 QA0278.an estimated accuracy of +/- 6 seconds.
 QA0278
 QA0278.The orthometric height was determined by differential leveling
 QA0278.and adjusted by the National Geodetic Survey in June 1991..
 QA0278
 QA0278.The geoid height was determined by GEOID03.
 QA0278
 QA0278.The dynamic height is computed by dividing the NAVD 88
 QA0278.geopotential number by the normal gravity value computed on the
 QA0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0278.degrees latitude (g = 980.6199 gals.).
 QA0278
 QA0278.The modeled gravity was interpolated from observed gravity values.
 QA0278
 QA0278;                    North         East    Units  Estimated Accuracy
 QA0278;SPC ID W     -   344,460.      851,650.      MT  (+/- 180 meters Scaled)
 QA0278
 QA0278                          SUPERSEDED SURVEY CONTROL
 QA0278
 QA0278  NGVD 29 (??/??/92) 1419.038  (m)         4655.63   (f) ADJ UNCH    2 0
 QA0278
 QA0278.Superseded values are not recommended for survey control.
 QA0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0278.See file dsdata.txt to determine how the superseded data were derived.
 QA0278
 QA0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK505586(NAD 83)
 QA0278_MARKER: DB = BENCH MARK DISK
 QA0278_SETTING: 80 = SET IN A BOULDER
 QA0278_SP_SET: BOULDER
 QA0278_STAMPING: E 323 1947
 QA0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0278+STABILITY: SURFACE MOTION
 QA0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QA0278+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 QA0278
 QA0278  HISTORY     - Date     Condition        Report By
 QA0278  HISTORY     - 1947     MONUMENTED       CGS
 QA0278  HISTORY     - 1973     GOOD             USGS
 QA0278  HISTORY     - 20011105 GOOD             IDTD
 QA0278
 QA0278                          STATION DESCRIPTION
 QA0278
 QA0278'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QA0278'3 MI E FROM MIDDLE FORK G S.
 QA0278'ALONG FOREST SERVICE TRAIL FROM MIDDLE FORK GUARD STATION, SET IN
 QA0278'BOULDER PROTRUDING 2 FT ABOVE THE GROUND 40 FT NW OF TRAIL, 125.8 FT
 QA0278'WEST OF FOREST SERVICE 21 MILE SIGN, AND ABOUT 200 FT NORTH OF THE
 QA0278'NORTH END OF THE INDIAN CREEK AIR STRIP.
 QA0278
 QA0278                          STATION RECOVERY (2001)
 QA0278
 QA0278'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GAW)
 QA0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0214 ***********************************************************************
 QA0214  DESIGNATION -  E 324
 QA0214  PID         -  QA0214
 QA0214  STATE/COUNTY-  ID/LEMHI
 QA0214  USGS QUAD   -  RAMEY HILL (1962)
 QA0214
 QA0214                         *CURRENT SURVEY CONTROL
 QA0214  ___________________________________________________________________
 QA0214* NAD 83(1986)-  44 51 10.     (N)    114 45 58.     (W)     SCALED    
 QA0214* NAVD 88     -      1200.988  (meters)    3940.24   (feet)  ADJUSTED  
 QA0214  ___________________________________________________________________
 QA0214  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 QA0214  DYNAMIC HT  -        1200.265 (meters)    3937.87  (feet)  COMP
 QA0214  MODELED GRAV-     979,978.6   (mgal)                       NAVD 88
 QA0214
 QA0214  VERT ORDER  -  SECOND    CLASS 0
 QA0214
 QA0214.The horizontal coordinates were scaled from a topographic map and have
 QA0214.an estimated accuracy of +/- 6 seconds.
 QA0214
 QA0214.The orthometric height was determined by differential leveling
 QA0214.and adjusted by the National Geodetic Survey in June 1991..
 QA0214
 QA0214.The geoid height was determined by GEOID03.
 QA0214
 QA0214.The dynamic height is computed by dividing the NAVD 88
 QA0214.geopotential number by the normal gravity value computed on the
 QA0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0214.degrees latitude (g = 980.6199 gals.).
 QA0214
 QA0214.The modeled gravity was interpolated from observed gravity values.
 QA0214
 QA0214;                    North         East    Units  Estimated Accuracy
 QA0214;SPC ID C     -   354,240.      439,440.      MT  (+/- 180 meters Scaled)
 QA0214
 QA0214                          SUPERSEDED SURVEY CONTROL
 QA0214
 QA0214  NGVD 29 (??/??/92) 1199.484  (m)         3935.31   (f) ADJ UNCH    2 0
 QA0214
 QA0214.Superseded values are not recommended for survey control.
 QA0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0214.See file dsdata.txt to determine how the superseded data were derived.
 QA0214
 QA0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK765690(NAD 83)
 QA0214_MARKER: DB = BENCH MARK DISK
 QA0214_SETTING: 66 = SET IN ROCK OUTCROP
 QA0214_SP_SET: ROCK LEDGE
 QA0214_STAMPING: E 324 1947
 QA0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0214+STABILITY: POSITION/ELEVATION WELL
 QA0214
 QA0214  HISTORY     - Date     Condition        Report By
 QA0214  HISTORY     - 1947     MONUMENTED       CGS
 QA0214
 QA0214                          STATION DESCRIPTION
 QA0214
 QA0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0214'30.6 MI NE FROM MIDDLE FORK GUARD STATION.
 QA0214'30.6 MILES NE ALONG MIDDLE FORK TRAIL ALONG THE FOREST SERVICE TRAIL
 QA0214'FROM THE MIDDLE FORK GUARD STATION, SET IN A ROCK LEDGE OVERLOOKING
 QA0214'THE RIVER, 9 FEET WEST OF MIDDLE FORK TRAIL, 30 FEET ABOVE RIVER. USBM
 QA0214'PAINTED ON LEDGE WITH WHITE PAINT.  NOTE-- 1.2 MILES DOWNSTREAM FROM
 QA0214'LITTLE APAREJO CREEK AT A U-BEND IN TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0138 ***********************************************************************
 QZ0138  DESIGNATION -  E 325
 QZ0138  PID         -  QZ0138
 QZ0138  STATE/COUNTY-  ID/VALLEY
 QZ0138  USGS QUAD   -  PAPOOSE PEAK (1962)
 QZ0138
 QZ0138                         *CURRENT SURVEY CONTROL
 QZ0138  ___________________________________________________________________
 QZ0138* NAD 83(1986)-  45 08 12.     (N)    114 47 51.     (W)     SCALED    
 QZ0138* NAVD 88     -      1942.783  (meters)    6373.95   (feet)  ADJUSTED  
 QZ0138  ___________________________________________________________________
 QZ0138  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 QZ0138  DYNAMIC HT  -        1941.671 (meters)    6370.30  (feet)  COMP
 QZ0138  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 QZ0138
 QZ0138  VERT ORDER  -  SECOND    CLASS 0
 QZ0138
 QZ0138.The horizontal coordinates were scaled from a topographic map and have
 QZ0138.an estimated accuracy of +/- 6 seconds.
 QZ0138
 QZ0138.The orthometric height was determined by differential leveling
 QZ0138.and adjusted by the National Geodetic Survey in June 1991..
 QZ0138
 QZ0138.The geoid height was determined by GEOID03.
 QZ0138
 QZ0138.The dynamic height is computed by dividing the NAVD 88
 QZ0138.geopotential number by the normal gravity value computed on the
 QZ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0138.degrees latitude (g = 980.6199 gals.).
 QZ0138
 QZ0138.The modeled gravity was interpolated from observed gravity values.
 QZ0138
 QZ0138;                    North         East    Units  Estimated Accuracy
 QZ0138;SPC ID W     -   385,940.      874,920.      MT  (+/- 180 meters Scaled)
 QZ0138
 QZ0138                          SUPERSEDED SURVEY CONTROL
 QZ0138
 QZ0138  NGVD 29 (??/??/92) 1941.350  (m)         6369.25   (f) ADJ UNCH    2 0
 QZ0138
 QZ0138.Superseded values are not recommended for survey control.
 QZ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0138.See file dsdata.txt to determine how the superseded data were derived.
 QZ0138
 QZ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL731004(NAD 83)
 QZ0138_MARKER: DB = BENCH MARK DISK
 QZ0138_SETTING: 80 = SET IN A BOULDER
 QZ0138_SP_SET: BOULDER
 QZ0138_STAMPING: E 325 1947
 QZ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0138+STABILITY: SURFACE MOTION
 QZ0138
 QZ0138  HISTORY     - Date     Condition        Report By
 QZ0138  HISTORY     - 1947     MONUMENTED       CGS
 QZ0138  HISTORY     - 1955     GOOD             NGS
 QZ0138
 QZ0138                          STATION DESCRIPTION
 QZ0138
 QZ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0138'6.9 MI NW FROM MOUTH OF BIG CREEK.
 QZ0138'6.9 MILES NORTHWEST (4.3 MILES WEST ALONG BIG CREEK, THENCE 2.6 MILES
 QZ0138'NORTH ALONG GOAT CREEK) ALONG MIDDLE FORK TRAIL FROM THE MOUTH OF BIG
 QZ0138'CREEK, 0.6 MILE UP A STEEP TRAIL FROM B.M. F 325, 3 FEET EAST OF THE
 QZ0138'TRAIL, AND SET IN THE TOP OF A BOULDER.  USBM PAINTED WHITE ON
 QZ0138'BOULDER.
 QZ0138
 QZ0138                          STATION RECOVERY (1955)
 QZ0138
 QZ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QZ0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0163 ***********************************************************************
 QZ0163  DESIGNATION -  E 326
 QZ0163  PID         -  QZ0163
 QZ0163  STATE/COUNTY-  ID/IDAHO
 QZ0163  USGS QUAD   -  LONG TOM MTN (1962)
 QZ0163
 QZ0163                         *CURRENT SURVEY CONTROL
 QZ0163  ___________________________________________________________________
 QZ0163* NAD 83(1986)-  45 17 38.     (N)    114 36 37.     (W)     SCALED    
 QZ0163* NAVD 88     -      1239.037  (meters)    4065.07   (feet)  ADJUSTED  
 QZ0163  ___________________________________________________________________
 QZ0163  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 QZ0163  DYNAMIC HT  -        1238.570 (meters)    4063.54  (feet)  COMP
 QZ0163  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 QZ0163
 QZ0163  VERT ORDER  -  SECOND    CLASS 0
 QZ0163
 QZ0163.The horizontal coordinates were scaled from a topographic map and have
 QZ0163.an estimated accuracy of +/- 6 seconds.
 QZ0163
 QZ0163.The orthometric height was determined by differential leveling
 QZ0163.and adjusted by the National Geodetic Survey in June 1991..
 QZ0163
 QZ0163.The geoid height was determined by GEOID03.
 QZ0163
 QZ0163.The dynamic height is computed by dividing the NAVD 88
 QZ0163.geopotential number by the normal gravity value computed on the
 QZ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0163.degrees latitude (g = 980.6199 gals.).
 QZ0163
 QZ0163.The modeled gravity was interpolated from observed gravity values.
 QZ0163
 QZ0163;                    North         East    Units  Estimated Accuracy
 QZ0163;SPC ID W     -   403,600.      889,400.      MT  (+/- 180 meters Scaled)
 QZ0163
 QZ0163                          SUPERSEDED SURVEY CONTROL
 QZ0163
 QZ0163  NGVD 29 (??/??/92) 1237.870  (m)         4061.25   (f) ADJ UNCH    2 0
 QZ0163
 QZ0163.Superseded values are not recommended for survey control.
 QZ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0163.See file dsdata.txt to determine how the superseded data were derived.
 QZ0163
 QZ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL873183(NAD 83)
 QZ0163_MARKER: DB = BENCH MARK DISK
 QZ0163_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0163_SP_SET: ROCKY LEDGE
 QZ0163_STAMPING: E 326 1947
 QZ0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0163+STABILITY: POSITION/ELEVATION WELL
 QZ0163
 QZ0163  HISTORY     - Date     Condition        Report By
 QZ0163  HISTORY     - 1947     MONUMENTED       CGS
 QZ0163
 QZ0163                          STATION DESCRIPTION
 QZ0163
 QZ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0163'1.2 MI SW FROM SALMON RIVER PACKBRIDGE.
 QZ0163'1.2 MILES SOUTHWEST ALONG THE MIDDLE FORK TRAIL FROM THE SALMON RIVER
 QZ0163'PACKBRIDGE WHICH IS ABOUT 0.5 MILE NORTHWEST AND DOWNSTREAM FROM THE
 QZ0163'MOUTH OF MIDDLE FORK SALMON RIVER, ABOUT 50 FEET NORTH OF THE SECOND
 QZ0163'SWITCHBACK IN THE TRAIL, SET IN A ROCKY LEDGE OVERLOOKING THE SALMON
 QZ0163'RIVER CANYON.  USBM PAINTED RED ON LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0373 ***********************************************************************
 QZ0373  DESIGNATION -  E 327
 QZ0373  PID         -  QZ0373
 QZ0373  STATE/COUNTY-  ID/VALLEY
 QZ0373  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0373
 QZ0373                         *CURRENT SURVEY CONTROL
 QZ0373  ___________________________________________________________________
 QZ0373* NAD 83(1986)-  45 02 50.     (N)    115 40 03.     (W)     SCALED    
 QZ0373* NAVD 88     -      1075.108  (meters)    3527.25   (feet)  ADJUSTED  
 QZ0373  ___________________________________________________________________
 QZ0373  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 QZ0373  DYNAMIC HT  -        1074.657 (meters)    3525.77  (feet)  COMP
 QZ0373  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 QZ0373
 QZ0373  VERT ORDER  -  SECOND    CLASS 0
 QZ0373
 QZ0373.The horizontal coordinates were scaled from a topographic map and have
 QZ0373.an estimated accuracy of +/- 6 seconds.
 QZ0373
 QZ0373.The orthometric height was determined by differential leveling
 QZ0373.and adjusted by the National Geodetic Survey in June 1991..
 QZ0373
 QZ0373.The geoid height was determined by GEOID03.
 QZ0373
 QZ0373.The dynamic height is computed by dividing the NAVD 88
 QZ0373.geopotential number by the normal gravity value computed on the
 QZ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0373.degrees latitude (g = 980.6199 gals.).
 QZ0373
 QZ0373.The modeled gravity was interpolated from observed gravity values.
 QZ0373
 QZ0373;                    North         East    Units  Estimated Accuracy
 QZ0373;SPC ID W     -   375,560.      806,500.      MT  (+/- 180 meters Scaled)
 QZ0373
 QZ0373                          SUPERSEDED SURVEY CONTROL
 QZ0373
 QZ0373  NGVD 29 (??/??/92) 1073.945  (m)         3523.43   (f) ADJ UNCH    2 0
 QZ0373
 QZ0373.Superseded values are not recommended for survey control.
 QZ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0373.See file dsdata.txt to determine how the superseded data were derived.
 QZ0373
 QZ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK049890(NAD 83)
 QZ0373_MARKER: DB = BENCH MARK DISK
 QZ0373_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0373_SP_SET: BEDROCK
 QZ0373_STAMPING: E 327 1948
 QZ0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0373+STABILITY: POSITION/ELEVATION WELL
 QZ0373
 QZ0373  HISTORY     - Date     Condition        Report By
 QZ0373  HISTORY     - 1948     MONUMENTED       CGS
 QZ0373  HISTORY     - 1958     GOOD             NGS
 QZ0373
 QZ0373                          STATION DESCRIPTION
 QZ0373
 QZ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0373'2.9 MI N FROM MOUTH OF SECESH RIVER.
 QZ0373'ABOUT 2.9 MILES NORTH ALONG THE SOUTH FORK TRAIL FROM THE MOUTH OF THE
 QZ0373'SECESH RIVER, AT CIRCLE END CREEK, 4.5 FEET SOUTH OF THE CENTER LINE
 QZ0373'OF THE CREEK, 3.0 FEET WEST OF THE CENTER LINE OF THE TRAIL, SET IN
 QZ0373'THE TOP OF GRANITE BEDROCK ABOUT FLUSH WITH THE GROUND.  NOTE-- THIS
 QZ0373'MARK WILL BE DESTROYED IN THE NEAR FUTURE BY ROAD CONSTRUCTION.
 QZ0373
 QZ0373                          STATION RECOVERY (1958)
 QZ0373
 QZ0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 QZ0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0374 ***********************************************************************
 QZ0374  DESIGNATION -  E 327 RESET
 QZ0374  PID         -  QZ0374
 QZ0374  STATE/COUNTY-  ID/VALLEY
 QZ0374  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0374
 QZ0374                         *CURRENT SURVEY CONTROL
 QZ0374  ___________________________________________________________________
 QZ0374* NAD 83(1986)-  45 02 50.     (N)    115 40 03.     (W)     SCALED    
 QZ0374* NAVD 88     -      1083.60   (meters)    3555.1    (feet)  RESET     
 QZ0374  ___________________________________________________________________
 QZ0374  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 QZ0374
 QZ0374  VERT ORDER  -  THIRD
 QZ0374
 QZ0374.The horizontal coordinates were scaled from a topographic map and have
 QZ0374.an estimated accuracy of +/- 6 seconds.
 QZ0374
 QZ0374.The orthometric height was computed from unverified reset data.
 QZ0374.No vertical observational check was made to the station.
 QZ0374
 QZ0374.The geoid height was determined by GEOID03.
 QZ0374
 QZ0374;                    North         East    Units  Estimated Accuracy
 QZ0374;SPC ID W     -   375,560.      806,500.      MT  (+/- 180 meters Scaled)
 QZ0374
 QZ0374                          SUPERSEDED SURVEY CONTROL
 QZ0374
 QZ0374  NGVD 29 (??/??/??) 1082.44   (m)         3551.3    (f) RESET       3  
 QZ0374
 QZ0374.Superseded values are not recommended for survey control.
 QZ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0374.See file dsdata.txt to determine how the superseded data were derived.
 QZ0374
 QZ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK049890(NAD 83)
 QZ0374_MARKER: DB = BENCH MARK DISK
 QZ0374_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0374_SP_SET: GRANITE OUTCROP
 QZ0374_STAMPING: E 327 RESET 1958
 QZ0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0374+STABILITY: POSITION/ELEVATION WELL
 QZ0374
 QZ0374  HISTORY     - Date     Condition        Report By
 QZ0374  HISTORY     - 1958     MONUMENTED       CGS
 QZ0374
 QZ0374                          STATION DESCRIPTION
 QZ0374
 QZ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 QZ0374'2.9 MI N FROM MOUTH OF SECESH RIVER.
 QZ0374'2.9 MILES NORTH ALONG THE SOUTH FORK TRAIL FROM THE MOUTH OF THE
 QZ0374'SECESH RIVER, AT CIRCLE END CREEK, ABOUT 160 FEET NORTHWEST OF THE
 QZ0374'CENTER OF THE TRAIL, IN THE TOP OF A GRANITE OUTCROP WHICH PROJECTS
 QZ0374'ABOUT 3 FEET ON THE SOUTH SIDE AND FLUSH ON THE NORTH SIDE, 3 FEET
 QZ0374'NORTH OF THE CENTER OF THE CREEK, AND ABOUT 28 FEET HIGHER THAN THE
 QZ0374'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0400 ***********************************************************************
 QZ0400  DESIGNATION -  E 328
 QZ0400  PID         -  QZ0400
 QZ0400  STATE/COUNTY-  ID/IDAHO
 QZ0400  USGS QUAD   -  PILOT PEAK (1969)
 QZ0400
 QZ0400                         *CURRENT SURVEY CONTROL
 QZ0400  ___________________________________________________________________
 QZ0400* NAD 83(1986)-  45 12 16.     (N)    115 33 35.     (W)     SCALED    
 QZ0400* NAVD 88     -       875.754  (meters)    2873.20   (feet)  ADJUSTED  
 QZ0400  ___________________________________________________________________
 QZ0400  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 QZ0400  DYNAMIC HT  -         875.332 (meters)    2871.82  (feet)  COMP
 QZ0400  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 QZ0400
 QZ0400  VERT ORDER  -  SECOND    CLASS 0
 QZ0400
 QZ0400.The horizontal coordinates were scaled from a topographic map and have
 QZ0400.an estimated accuracy of +/- 6 seconds.
 QZ0400
 QZ0400.The orthometric height was determined by differential leveling
 QZ0400.and adjusted by the National Geodetic Survey in June 1991..
 QZ0400
 QZ0400.The geoid height was determined by GEOID03.
 QZ0400
 QZ0400.The dynamic height is computed by dividing the NAVD 88
 QZ0400.geopotential number by the normal gravity value computed on the
 QZ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0400.degrees latitude (g = 980.6199 gals.).
 QZ0400
 QZ0400.The modeled gravity was interpolated from observed gravity values.
 QZ0400
 QZ0400;                    North         East    Units  Estimated Accuracy
 QZ0400;SPC ID W     -   393,040.      814,950.      MT  (+/- 180 meters Scaled)
 QZ0400
 QZ0400                          SUPERSEDED SURVEY CONTROL
 QZ0400
 QZ0400  NGVD 29 (??/??/92)  874.519  (m)         2869.15   (f) ADJ UNCH    2 0
 QZ0400
 QZ0400.Superseded values are not recommended for survey control.
 QZ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0400.See file dsdata.txt to determine how the superseded data were derived.
 QZ0400
 QZ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL131066(NAD 83)
 QZ0400_MARKER: DB = BENCH MARK DISK
 QZ0400_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0400_SP_SET: ROCK OUTCROP
 QZ0400_STAMPING: E 328 1948
 QZ0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0400+STABILITY: POSITION/ELEVATION WELL
 QZ0400
 QZ0400  HISTORY     - Date     Condition        Report By
 QZ0400  HISTORY     - 1948     MONUMENTED       CGS
 QZ0400
 QZ0400                          STATION DESCRIPTION
 QZ0400
 QZ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0400'2.9 MI N FROM SOUTH FORK GUARD STATION.
 QZ0400'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0400'STATION, THENCE 0.9 MILE NORTH ALONG THE SOUTH FORK TRAIL, AT KAY
 QZ0400'CANYON CREEK, 8.0 FEET SOUTH OF THE CENTER LINE OF THE CREEK, 4.5 FEET
 QZ0400'NORTHEAST OF THE CENTER LINE OF THE TRAIL, 4.0 FEET SOUTHWEST OF A
 QZ0400'SIGN KAY CANYON, SET IN THE TOP OF A PROMINENT ROCK OUTCROP PROJECTING
 QZ0400'2.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0234 ***********************************************************************
 QA0234  DESIGNATION -  E 329
 QA0234  PID         -  QA0234
 QA0234  STATE/COUNTY-  ID/VALLEY
 QA0234  USGS QUAD   -  PISTOL LAKE (1990)
 QA0234
 QA0234                         *CURRENT SURVEY CONTROL
 QA0234  ___________________________________________________________________
 QA0234* NAD 83(1986)-  44 39 10.     (N)    115 26 38.     (W)     SCALED    
 QA0234* NAVD 88     -      2445.293  (meters)    8022.60   (feet)  ADJUSTED  
 QA0234  ___________________________________________________________________
 QA0234  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 QA0234  DYNAMIC HT  -        2443.744 (meters)    8017.52  (feet)  COMP
 QA0234  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 QA0234
 QA0234  VERT ORDER  -  SECOND    CLASS 0
 QA0234
 QA0234.The horizontal coordinates were scaled from a topographic map and have
 QA0234.an estimated accuracy of +/- 6 seconds.
 QA0234
 QA0234.The orthometric height was determined by differential leveling
 QA0234.and adjusted by the National Geodetic Survey in June 1991..
 QA0234
 QA0234.The geoid height was determined by GEOID03.
 QA0234
 QA0234.The dynamic height is computed by dividing the NAVD 88
 QA0234.geopotential number by the normal gravity value computed on the
 QA0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0234.degrees latitude (g = 980.6199 gals.).
 QA0234
 QA0234.The modeled gravity was interpolated from observed gravity values.
 QA0234
 QA0234;                    North         East    Units  Estimated Accuracy
 QA0234;SPC ID W     -   331,770.      824,280.      MT  (+/- 180 meters Scaled)
 QA0234
 QA0234                          SUPERSEDED SURVEY CONTROL
 QA0234
 QA0234  NGVD 29 (??/??/92) 2443.864  (m)         8017.91   (f) ADJ UNCH    2 0
 QA0234
 QA0234.Superseded values are not recommended for survey control.
 QA0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0234.See file dsdata.txt to determine how the superseded data were derived.
 QA0234
 QA0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK233455(NAD 83)
 QA0234_MARKER: DB = BENCH MARK DISK
 QA0234_SETTING: 66 = SET IN ROCK OUTCROP
 QA0234_SP_SET: ROCK OUTCROP
 QA0234_STAMPING: E 329 1948
 QA0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0234+STABILITY: POSITION/ELEVATION WELL
 QA0234
 QA0234  HISTORY     - Date     Condition        Report By
 QA0234  HISTORY     - 1948     MONUMENTED       CGS
 QA0234
 QA0234                          STATION DESCRIPTION
 QA0234
 QA0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0234'8.0 MI E FROM LANDMARK RANGER STATION.
 QA0234'8.0 MILES EAST ALONG THE LANDMARK-LUCKY LAD MINE ROAD FROM THE RANGER
 QA0234'STATION AT LANDMARK, ABOUT 0.4 MILE EAST OF PISTOL CREEK SUMMIT, IN A
 QA0234'SADDLE, ON A PROMINENT ROCKY SLOPE, 61.0 FEET SOUTH OF THE CENTER LINE
 QA0234'OF THE ROAD, 24.5 FEET NORTH OF A 14-INCH PINE TREE WITH A TRIANGULAR
 QA0234'BLAZE, SET IN THE TOP OF A GRANITE ROCK OUTCROP PROJECTING 2.5 FEET
 QA0234'ABOVE THE GROUND AND ABOUT 6 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0012 ***********************************************************************
 NW0012  DESIGNATION -  E 33
 NW0012  PID         -  NW0012
 NW0012  STATE/COUNTY-  ID/OWYHEE
 NW0012  USGS QUAD   -  MOUNTAIN VIEW LAKE (1971)
 NW0012
 NW0012                         *CURRENT SURVEY CONTROL
 NW0012  ___________________________________________________________________
 NW0012* NAD 83(1992)-  42 00 35.95538(N)    116 08 32.64390(W)     ADJUSTED  
 NW0012* NAVD 88     -      1631.894  (meters)    5353.97   (feet)  ADJUSTED  
 NW0012  ___________________________________________________________________
 NW0012  LAPLACE CORR-           7.21  (seconds)                    DEFLEC99
 NW0012  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 NW0012  DYNAMIC HT  -        1630.731 (meters)    5350.16  (feet)  COMP
 NW0012  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 NW0012
 NW0012  HORZ ORDER  -  THIRD
 NW0012  VERT ORDER  -  FIRST     CLASS II
 NW0012
 NW0012.The horizontal coordinates were established by classical geodetic methods
 NW0012.and adjusted by the National Geodetic Survey in July 1992..
 NW0012
 NW0012.The orthometric height was determined by differential leveling
 NW0012.and adjusted by the National Geodetic Survey in June 1991..
 NW0012
 NW0012.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0012
 NW0012.The geoid height was determined by GEOID03.
 NW0012
 NW0012.The dynamic height is computed by dividing the NAVD 88
 NW0012.geopotential number by the normal gravity value computed on the
 NW0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0012.degrees latitude (g = 980.6199 gals.).
 NW0012
 NW0012.The modeled gravity was interpolated from observed gravity values.
 NW0012
 NW0012;                    North         East     Units Scale Factor Converg.
 NW0012;SPC ID W     -    38,204.656   767,496.496   MT  0.99994633   -0 15 45.4
 NW0012;SPC NV E     - 8,805,958.523   153,692.608   MT  0.99992638   -0 22 27.0
 NW0012;SPC NV E     -28,890,882.25    504,239.83   sFT  0.99992638   -0 22 27.0
 NW0012;UTM  11      - 4,651,240.839   571,013.477   MT  0.99966205   +0 34 26.3
 NW0012
 NW0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0012!SPC ID W     -   0.99974674  x   0.99994633  =   0.99969308
 NW0012!SPC NV E     -   0.99974674  x   0.99992638  =   0.99967314
 NW0012!UTM  11      -   0.99974674  x   0.99966205  =   0.99940888
 NW0012
 NW0012:                Primary Azimuth Mark                     Grid Az
 NW0012:SPC ID W     -  E 33 AZ MK                               150 01 08.6
 NW0012:SPC NV E     -  E 33 AZ MK                               150 07 50.2
 NW0012:UTM  11      -  E 33 AZ MK                               149 10 56.9
 NW0012
 NW0012|---------------------------------------------------------------------|
 NW0012| PID    Reference Object                     Distance      Geod. Az  |
 NW0012|                                                           dddmmss.s |
 NW0012| CD4249 E 33 AZ MK                                         1494523.2 |
 NW0012| CD4250 E 33 RM 1                             8.025 METERS 16215     |
 NW0012| CD4251 E 33 RM 2                             5.963 METERS 25826     |
 NW0012|---------------------------------------------------------------------|
 NW0012
 NW0012                          SUPERSEDED SURVEY CONTROL
 NW0012
 NW0012  NAD 83(1986)-  42 00 35.95539(N)    116 08 32.64278(W) AD(       ) 3
 NW0012  NAD 27      -  42 00 36.31400(N)    116 08 29.28300(W) AD(       ) 3
 NW0012  NGVD 29 (??/??/92) 1630.733  (m)         5350.16   (f) ADJ UNCH    1 2
 NW0012
 NW0012.Superseded values are not recommended for survey control.
 NW0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0012.See file dsdata.txt to determine how the superseded data were derived.
 NW0012
 NW0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG7101351241(NAD 83)
 NW0012_MARKER: DB = BENCH MARK DISK
 NW0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0012_STAMPING: E 33 1934
 NW0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0012+STABILITY: SURFACE MOTION
 NW0012
 NW0012  HISTORY     - Date     Condition        Report By
 NW0012  HISTORY     - 1956     MONUMENTED       CGS
 NW0012  HISTORY     - 1956     GOOD             NGS
 NW0012
 NW0012                          STATION DESCRIPTION
 NW0012
 NW0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0012'THE STATION IS ABOUT 5.2 MILES NORTH OF OWYHEE, NEVADA, JUST
 NW0012'WEST OF IDAHO STATE HIGHWAY 51 ON THE HIGHWAY-RIGHT-OF-WAY.
 NW0012'
 NW0012'TO REACH THE STATION FROM THE POST OFFICE IN OWYHEE.  GO NORTH
 NW0012'ON NEVADA STATE HIGHWAY 43 FOR 4.2 MILES TO THE IDAHO-NEVADA
 NW0012'STATE LINE.  CONTINUE NORTH ON THE HIGHWAY FOR 0.5 MILE TO
 NW0012'THE AZIMUTH MARK ON THE RIGHT, EAST.  CONTINUE NORTH ON THE
 NW0012'HIGHWAY FOR 0.5 MILE TO THE STATION ON THE LEFT, WEST.
 NW0012'
 NW0012'THE STATION IS A STANDARD USC AND GS BENCH MARK DISK STAMPED
 NW0012'E 33 1934.  IT IS SET IN THE TOP OF A 6-INCH SQUARE PRECAST
 NW0012'CONCRETE POST SET IN THE GROUND AND PROJECTING 6 INCHES.
 NW0012'THE MARK IS 40 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 NW0012'6.5 FEET NORTH OF A WHITE WITNESS POST.
 NW0012'
 NW0012'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BM E 33 NO 1
 NW0012'1956.  IT IS BRAZED TO A LENGTH OF 2-INCH SOIL PIPE SET
 NW0012'IN THE GROUND AND PROJECTS 10 INCHES, AND IS 42 FEET WEST OF
 NW0012'THE CENTER OF THE HIGHWAY.
 NW0012'
 NW0012'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BM E 33 NO 2
 NW0012'1956.  IT IS BRAZED TO A LENGTH OF 2-INCH SOIL PIPE SET IN
 NW0012'THE GROUND AND PROJECTS 10 INCHES.
 NW0012'
 NW0012'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BM E 33 1956.
 NW0012'IT IS BRAZED TO A LENGTH OF 2-INCH SOIL PIPE SET IN THE GROUND
 NW0012'AND PROJECTS 8 INCHES.  THE MARK IS 39 FEET EAST OF THE CENTER
 NW0012'OF THE HIGHWAY AND 1.5 FEET NORTH OF A WHITE WITNESS POST.
 NW0012
 NW0012                          STATION RECOVERY (1956)
 NW0012
 NW0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NW0012'5.2 MI N FROM OWYHEE, NV.
 NW0012'IN OWYHEE COUNTY, IDAHO, ABOUT 5.2 MILES NORTH ALONG THE HIGHWAY TO
 NW0012'MOUNTAINHOME, IDAHO, FROM THE POST OFFICE AT OWYHEE, NEVADA.  THE MARK
 NW0012'IS 1.0 MILE NORTH OF THE IDAHO-NEVADA STATE LINE, 40 FEET WEST OF THE
 NW0012'CENTER OF IDAHO STATE HIGHWAY 51 AND ON THE CREST OF A LOW, SAGE BRUSH
 NW0012'COVERED HILL.  A STANDARD DISK STAMPED E 33 1934 AND SET IN THE TOP OF
 NW0012'A CONCRETE POST THAT PROJECTS 6 INCHES.  NOTE-- ORIGINALLY DESCRIBED
 NW0012'AS BEING 4.8 MILES NORTH OF OWYHEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0610 ***********************************************************************
 QA0610  DESIGNATION -  E 330
 QA0610  PID         -  QA0610
 QA0610  STATE/COUNTY-  ID/VALLEY
 QA0610  USGS QUAD   -  TYNDALL MEADOWS (1988)
 QA0610
 QA0610                         *CURRENT SURVEY CONTROL
 QA0610  ___________________________________________________________________
 QA0610* NAD 83(1986)-  44 36 36.     (N)    115 30 55.     (W)     SCALED    
 QA0610* NAVD 88     -      2046.777  (meters)    6715.13   (feet)  ADJUSTED  
 QA0610  ___________________________________________________________________
 QA0610  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 QA0610  DYNAMIC HT  -        2045.555 (meters)    6711.12  (feet)  COMP
 QA0610  MODELED GRAV-     979,947.3   (mgal)                       NAVD 88
 QA0610
 QA0610  VERT ORDER  -  SECOND    CLASS 0
 QA0610
 QA0610.The horizontal coordinates were scaled from a topographic map and have
 QA0610.an estimated accuracy of +/- 6 seconds.
 QA0610
 QA0610.The orthometric height was determined by differential leveling
 QA0610.and adjusted by the National Geodetic Survey in June 1991..
 QA0610
 QA0610.The geoid height was determined by GEOID03.
 QA0610
 QA0610.The dynamic height is computed by dividing the NAVD 88
 QA0610.geopotential number by the normal gravity value computed on the
 QA0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0610.degrees latitude (g = 980.6199 gals.).
 QA0610
 QA0610.The modeled gravity was interpolated from observed gravity values.
 QA0610
 QA0610;                    North         East    Units  Estimated Accuracy
 QA0610;SPC ID W     -   327,000.      818,630.      MT  (+/- 180 meters Scaled)
 QA0610
 QA0610                          SUPERSEDED SURVEY CONTROL
 QA0610
 QA0610  NGVD 29 (??/??/92) 2045.400  (m)         6710.62   (f) ADJ UNCH    2 0
 QA0610
 QA0610.Superseded values are not recommended for survey control.
 QA0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0610.See file dsdata.txt to determine how the superseded data were derived.
 QA0610
 QA0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK178407(NAD 83)
 QA0610_MARKER: DB = BENCH MARK DISK
 QA0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0610_STAMPING: E 330 1948
 QA0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0610+STABILITY: SURFACE MOTION
 QA0610
 QA0610  HISTORY     - Date     Condition        Report By
 QA0610  HISTORY     - 1948     MONUMENTED       CGS
 QA0610
 QA0610                          STATION DESCRIPTION
 QA0610
 QA0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0610'4.1 MI S FROM LANDMARK RANGER STATION.
 QA0610'4.1 MILES SOUTH ALONG THE LANDMARK-STANLEY ROAD FROM THE RANGER
 QA0610'STATION AT LANDMARK, ABOUT 0.4 MILE NORTH OF A LOG CABIN, AT AN S
 QA0610'CURVE, 41.5 FEET SOUTHEAST OF THE EAST END OF A 12-INCH STEEL CULVERT,
 QA0610'39.7 FEET EAST OF THE CENTER LINE OF THE ROAD, 23.0 FEET EAST OF A
 QA0610'10-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A
 QA0610'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  WITNESS POST SET
 QA0610'2.8 FEET SOUTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0298 ***********************************************************************
 QA0298  DESIGNATION -  E 331
 QA0298  PID         -  QA0298
 QA0298  STATE/COUNTY-  ID/VALLEY
 QA0298  USGS QUAD   -  BLUE BUNCH MTN (1972)
 QA0298
 QA0298                         *CURRENT SURVEY CONTROL
 QA0298  ___________________________________________________________________
 QA0298* NAD 83(1986)-  44 25 07.     (N)    115 17 23.     (W)     SCALED    
 QA0298* NAVD 88     -      1965.767  (meters)    6449.35   (feet)  ADJUSTED  
 QA0298  ___________________________________________________________________
 QA0298  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 QA0298  DYNAMIC HT  -        1964.640 (meters)    6445.66  (feet)  COMP
 QA0298  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 QA0298
 QA0298  VERT ORDER  -  SECOND    CLASS 0
 QA0298
 QA0298.The horizontal coordinates were scaled from a topographic map and have
 QA0298.an estimated accuracy of +/- 6 seconds.
 QA0298
 QA0298.The orthometric height was determined by differential leveling
 QA0298.and adjusted by the National Geodetic Survey in June 1991..
 QA0298
 QA0298.The geoid height was determined by GEOID03.
 QA0298
 QA0298.The dynamic height is computed by dividing the NAVD 88
 QA0298.geopotential number by the normal gravity value computed on the
 QA0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0298.degrees latitude (g = 980.6199 gals.).
 QA0298
 QA0298.The modeled gravity was interpolated from observed gravity values.
 QA0298
 QA0298;                    North         East    Units  Estimated Accuracy
 QA0298;SPC ID W     -   305,810.      836,650.      MT  (+/- 180 meters Scaled)
 QA0298
 QA0298                          SUPERSEDED SURVEY CONTROL
 QA0298
 QA0298  NGVD 29 (??/??/92) 1964.490  (m)         6445.16   (f) ADJ UNCH    2 0
 QA0298
 QA0298.Superseded values are not recommended for survey control.
 QA0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0298.See file dsdata.txt to determine how the superseded data were derived.
 QA0298
 QA0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK361197(NAD 83)
 QA0298_MARKER: DB = BENCH MARK DISK
 QA0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0298_STAMPING: E 331 1948
 QA0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0298+STABILITY: SURFACE MOTION
 QA0298
 QA0298  HISTORY     - Date     Condition        Report By
 QA0298  HISTORY     - 1948     MONUMENTED       CGS
 QA0298  HISTORY     - 1955     GOOD             NGS
 QA0298
 QA0298                          STATION DESCRIPTION
 QA0298
 QA0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0298'6.8 MI E FROM ELK CREEK RANGER STATION.
 QA0298'ABOUT 6.8 MILES EAST ALONG THE LANDMARK-STANLEY ROAD FROM THE ELK
 QA0298'CREEK RANGER STATION, ABOUT 0.3 MILE SOUTHEAST OF MARSH CREEK CAMP
 QA0298'GROUND, AT THE SOUTHEAST END OF A CUT, 48.0 FEET NORTH OF A 10-INCH
 QA0298'PINE TREE WITH A TRIANGULAR BLAZE, 22.5 FEET NORTHEAST OF THE CENTER
 QA0298'LINE OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 QA0298'FOOT ABOVE THE GROUND.  WITNESS POST SET 3.7 FEET SOUTH OF THE
 QA0298'STATION.
 QA0298
 QA0298                          STATION RECOVERY (1955)
 QA0298
 QA0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QA0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0308 ***********************************************************************
 QA0308  DESIGNATION -  E 332
 QA0308  PID         -  QA0308
 QA0308  STATE/COUNTY-  ID/CUSTER
 QA0308  USGS QUAD   -  BANNER SUMMIT (1972)
 QA0308
 QA0308                         *CURRENT SURVEY CONTROL
 QA0308  ___________________________________________________________________
 QA0308* NAD 83(1986)-  44 22 04.     (N)    115 11 57.     (W)     SCALED    
 QA0308* NAVD 88     -      2035.071  (meters)    6676.73   (feet)  ADJUSTED  
 QA0308  ___________________________________________________________________
 QA0308  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 QA0308  DYNAMIC HT  -        2033.823 (meters)    6672.63  (feet)  COMP
 QA0308  MODELED GRAV-     979,932.4   (mgal)                       NAVD 88
 QA0308
 QA0308  VERT ORDER  -  SECOND    CLASS 0
 QA0308
 QA0308.The horizontal coordinates were scaled from a topographic map and have
 QA0308.an estimated accuracy of +/- 6 seconds.
 QA0308
 QA0308.The orthometric height was determined by differential leveling
 QA0308.and adjusted by the National Geodetic Survey in June 1991..
 QA0308
 QA0308.The geoid height was determined by GEOID03.
 QA0308
 QA0308.The dynamic height is computed by dividing the NAVD 88
 QA0308.geopotential number by the normal gravity value computed on the
 QA0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0308.degrees latitude (g = 980.6199 gals.).
 QA0308
 QA0308.The modeled gravity was interpolated from observed gravity values.
 QA0308
 QA0308;                    North         East    Units  Estimated Accuracy
 QA0308;SPC ID C     -   300,760.      404,420.      MT  (+/- 180 meters Scaled)
 QA0308
 QA0308                          SUPERSEDED SURVEY CONTROL
 QA0308
 QA0308  NGVD 29 (??/??/92) 2033.738  (m)         6672.36   (f) ADJ UNCH    2 0
 QA0308
 QA0308.Superseded values are not recommended for survey control.
 QA0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0308.See file dsdata.txt to determine how the superseded data were derived.
 QA0308
 QA0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK434142(NAD 83)
 QA0308_MARKER: DB = BENCH MARK DISK
 QA0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0308_STAMPING: E 332 1948
 QA0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0308+STABILITY: SURFACE MOTION
 QA0308
 QA0308  HISTORY     - Date     Condition        Report By
 QA0308  HISTORY     - 1948     MONUMENTED       CGS
 QA0308  HISTORY     - 1972     GOOD             USGS
 QA0308
 QA0308                          STATION DESCRIPTION
 QA0308
 QA0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0308'5.9 MI W FROM CAPE HORN G S.
 QA0308'ABOUT 0.4 MILE WEST ALONG THE CAPE HORN DRIVEWAY FROM THE CAPE HORN
 QA0308'GUARD STATION, THENCE 5.5 MILES WEST ALONG THE LANDMARK-STANLEY ROAD,
 QA0308'AT THE INTERSECTION OF THE LANDMARK-STANLEY ROAD AND A DIRT ROAD
 QA0308'LEADING EAST TO A CAMP GROUND, 34.8 FEET WEST OF THE CENTER LINE OF
 QA0308'THE LANDMARK-STANLEY ROAD, 13.5 FEET SOUTH OF THE CENTER LINE OF THE
 QA0308'PROLONGATION OF THE DIRT ROAD EAST, 6.3 FEET SOUTHWEST OF AN 8-INCH
 QA0308'PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A CONCRETE POST
 QA0308'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- A NEW HIGHWAY HAS BEEN
 QA0308'CONSTRUCTED AND THE MARK IS ALONG THE OLD ROAD.
 QA0308
 QA0308                          STATION RECOVERY (1972)
 QA0308
 QA0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0747 ***********************************************************************
 OZ0747  DESIGNATION -  E 333
 OZ0747  PID         -  OZ0747
 OZ0747  STATE/COUNTY-  ID/BOISE
 OZ0747  USGS QUAD   -  TWIN SPRINGS (1976)
 OZ0747
 OZ0747                         *CURRENT SURVEY CONTROL
 OZ0747  ___________________________________________________________________
 OZ0747* NAD 83(1986)-  43 41 44.     (N)    115 39 59.     (W)     SCALED    
 OZ0747* NAVD 88     -      1042.186  (meters)    3419.24   (feet)  ADJUSTED  
 OZ0747  ___________________________________________________________________
 OZ0747  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 OZ0747  DYNAMIC HT  -        1041.696 (meters)    3417.63  (feet)  COMP
 OZ0747  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 OZ0747
 OZ0747  VERT ORDER  -  SECOND    CLASS 0
 OZ0747
 OZ0747.The horizontal coordinates were scaled from a topographic map and have
 OZ0747.an estimated accuracy of +/- 6 seconds.
 OZ0747
 OZ0747.The orthometric height was determined by differential leveling
 OZ0747.and adjusted by the National Geodetic Survey in June 1991..
 OZ0747
 OZ0747.The geoid height was determined by GEOID03.
 OZ0747
 OZ0747.The dynamic height is computed by dividing the NAVD 88
 OZ0747.geopotential number by the normal gravity value computed on the
 OZ0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0747.degrees latitude (g = 980.6199 gals.).
 OZ0747
 OZ0747.The modeled gravity was interpolated from observed gravity values.
 OZ0747
 OZ0747;                    North         East    Units  Estimated Accuracy
 OZ0747;SPC ID W     -   225,370.      806,740.      MT  (+/- 180 meters Scaled)
 OZ0747
 OZ0747                          SUPERSEDED SURVEY CONTROL
 OZ0747
 OZ0747  NGVD 29 (??/??/92) 1041.114  (m)         3415.72   (f) ADJ UNCH    2 0
 OZ0747
 OZ0747.Superseded values are not recommended for survey control.
 OZ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0747.See file dsdata.txt to determine how the superseded data were derived.
 OZ0747
 OZ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ074389(NAD 83)
 OZ0747_MARKER: DB = BENCH MARK DISK
 OZ0747_SETTING: 80 = SET IN A BOULDER
 OZ0747_SP_SET: BOULDER
 OZ0747_STAMPING: E 333 1950
 OZ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0747+STABILITY: SURFACE MOTION
 OZ0747
 OZ0747  HISTORY     - Date     Condition        Report By
 OZ0747  HISTORY     - 1950     MONUMENTED       CGS
 OZ0747
 OZ0747                          STATION DESCRIPTION
 OZ0747
 OZ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0747'3.0 MI NE FROM TWIN SPRINGS.
 OZ0747'3.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0747'POST OFFICE AT TWIN SPRINGS, 0.2 MILE NORTHEAST OF A SMALL WOODEN
 OZ0747'BRIDGE OVER LOGGING GULCH CREEK, IN THE TOP OF A LARGE PYRAMID-SHAPED
 OZ0747'BOULDER, DIRECTLY ACROSS THE MIDDLE FORK BOISE RIVER FROM A SMALL
 OZ0747'GRAVEL BAR, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8 FEET EAST
 OZ0747'OF A 20-INCH PINE TREE, ABOUT 2 FEET HIGHER THAN THE ROAD, AND MARKED
 OZ0747'BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0345 ***********************************************************************
 OZ0345  DESIGNATION -  E 334
 OZ0345  PID         -  OZ0345
 OZ0345  STATE/COUNTY-  ID/ELMORE
 OZ0345  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0345
 OZ0345                         *CURRENT SURVEY CONTROL
 OZ0345  ___________________________________________________________________
 OZ0345* NAD 83(1986)-  43 49 45.     (N)    115 19 27.     (W)     SCALED    
 OZ0345* NAVD 88     -      1363.025  (meters)    4471.86   (feet)  ADJUSTED  
 OZ0345  ___________________________________________________________________
 OZ0345  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 OZ0345  DYNAMIC HT  -        1362.190 (meters)    4469.12  (feet)  COMP
 OZ0345  MODELED GRAV-     979,961.4   (mgal)                       NAVD 88
 OZ0345
 OZ0345  VERT ORDER  -  SECOND    CLASS 0
 OZ0345
 OZ0345.The horizontal coordinates were scaled from a topographic map and have
 OZ0345.an estimated accuracy of +/- 6 seconds.
 OZ0345
 OZ0345.The orthometric height was determined by differential leveling
 OZ0345.and adjusted by the National Geodetic Survey in June 1991..
 OZ0345
 OZ0345.The geoid height was determined by GEOID03.
 OZ0345
 OZ0345.The dynamic height is computed by dividing the NAVD 88
 OZ0345.geopotential number by the normal gravity value computed on the
 OZ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0345.degrees latitude (g = 980.6199 gals.).
 OZ0345
 OZ0345.The modeled gravity was interpolated from observed gravity values.
 OZ0345
 OZ0345;                    North         East    Units  Estimated Accuracy
 OZ0345;SPC ID W     -   240,300.      834,250.      MT  (+/- 180 meters Scaled)
 OZ0345
 OZ0345                          SUPERSEDED SURVEY CONTROL
 OZ0345
 OZ0345  NGVD 29 (??/??/92) 1361.747  (m)         4467.66   (f) ADJ UNCH    2 0
 OZ0345
 OZ0345.Superseded values are not recommended for survey control.
 OZ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0345.See file dsdata.txt to determine how the superseded data were derived.
 OZ0345
 OZ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ347542(NAD 83)
 OZ0345_MARKER: DB = BENCH MARK DISK
 OZ0345_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0345_SP_SET: OUTCROP SHELF
 OZ0345_STAMPING: E 334 1950
 OZ0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0345+STABILITY: POSITION/ELEVATION WELL
 OZ0345
 OZ0345  HISTORY     - Date     Condition        Report By
 OZ0345  HISTORY     - 1950     MONUMENTED       CGS
 OZ0345  HISTORY     - 1951     GOOD             NGS
 OZ0345
 OZ0345                          STATION DESCRIPTION
 OZ0345
 OZ0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0345'13.2 MI W FROM ATLANTA.
 OZ0345'13.2 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0345'OFFICE AT ATLANTA, ABOUT 180 YARDS NORTHEAST OF FLY CREEK, IN THE TOP
 OZ0345'OF A SHELF ON AN OUTCROP, ABOUT THE CENTER OF AND ACROSS THE ROAD FROM
 OZ0345'A PILE OF LOOSE ROCK, 40 FEET SOUTHWEST OF A 24-INCH FORKED PINE TREE,
 OZ0345'27 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 11 FEET
 OZ0345'HIGHER THAN THE ROAD.
 OZ0345
 OZ0345                          STATION RECOVERY (1951)
 OZ0345
 OZ0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0123 ***********************************************************************
 OZ0123  DESIGNATION -  E 335
 OZ0123  PID         -  OZ0123
 OZ0123  STATE/COUNTY-  ID/GOODING
 OZ0123  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0123
 OZ0123                         *CURRENT SURVEY CONTROL
 OZ0123  ___________________________________________________________________
 OZ0123* NAD 83(1986)-  43 00 40.     (N)    114 42 44.     (W)     SCALED    
 OZ0123* NAVD 88     -      1113.495  (meters)    3653.19   (feet)  ADJUSTED  
 OZ0123  ___________________________________________________________________
 OZ0123  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 OZ0123  DYNAMIC HT  -        1112.944 (meters)    3651.38  (feet)  COMP
 OZ0123  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 OZ0123
 OZ0123  VERT ORDER  -  SECOND    CLASS 0
 OZ0123
 OZ0123.The horizontal coordinates were scaled from a topographic map and have
 OZ0123.an estimated accuracy of +/- 6 seconds.
 OZ0123
 OZ0123.The orthometric height was determined by differential leveling
 OZ0123.and adjusted by the National Geodetic Survey in June 1991..
 OZ0123
 OZ0123.The geoid height was determined by GEOID03.
 OZ0123
 OZ0123.The dynamic height is computed by dividing the NAVD 88
 OZ0123.geopotential number by the normal gravity value computed on the
 OZ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0123.degrees latitude (g = 980.6199 gals.).
 OZ0123
 OZ0123.The modeled gravity was interpolated from observed gravity values.
 OZ0123
 OZ0123;                    North         East    Units  Estimated Accuracy
 OZ0123;SPC ID C     -   149,580.      441,940.      MT  (+/- 180 meters Scaled)
 OZ0123
 OZ0123                          SUPERSEDED SURVEY CONTROL
 OZ0123
 OZ0123  NGVD 29 (??/??/92) 1112.615  (m)         3650.30   (f) ADJ UNCH    2 0
 OZ0123
 OZ0123.Superseded values are not recommended for survey control.
 OZ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0123.See file dsdata.txt to determine how the superseded data were derived.
 OZ0123
 OZ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH864645(NAD 83)
 OZ0123_MARKER: DB = BENCH MARK DISK
 OZ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0123_STAMPING: E 335 1935
 OZ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0123+STABILITY: SURFACE MOTION
 OZ0123
 OZ0123  HISTORY     - Date     Condition        Report By
 OZ0123  HISTORY     - 1935     MONUMENTED       CGS
 OZ0123  HISTORY     - 1950     GOOD             NGS
 OZ0123
 OZ0123                          STATION DESCRIPTION
 OZ0123
 OZ0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0123'5.0 MI N FROM GOODING.
 OZ0123'5.0 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0123'GOODING, AT THE NORTHEAST END OF A 90-DEGREE CURVE, 83 FEET SOUTHWEST
 OZ0123'OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 38 1/2
 OZ0123'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6.0 FEET SOUTH OF A
 OZ0123'FENCE, 3.1 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 OZ0123'HIGHWY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OZ0123'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0069 ***********************************************************************
 OZ0069  DESIGNATION -  E 337
 OZ0069  PID         -  OZ0069
 OZ0069  STATE/COUNTY-  ID/BLAINE
 OZ0069  USGS QUAD   -  HAILEY (1967)
 OZ0069
 OZ0069                         *CURRENT SURVEY CONTROL
 OZ0069  ___________________________________________________________________
 OZ0069* NAD 83(1986)-  43 30 58.     (N)    114 18 37.     (W)     SCALED    
 OZ0069* NAVD 88     -      1625.881  (meters)    5334.24   (feet)  ADJUSTED  
 OZ0069  ___________________________________________________________________
 OZ0069  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 OZ0069  DYNAMIC HT  -        1624.936 (meters)    5331.14  (feet)  COMP
 OZ0069  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 OZ0069
 OZ0069  VERT ORDER  -  SECOND    CLASS 0
 OZ0069
 OZ0069.The horizontal coordinates were scaled from a topographic map and have
 OZ0069.an estimated accuracy of +/- 6 seconds.
 OZ0069
 OZ0069.The orthometric height was determined by differential leveling
 OZ0069.and adjusted by the National Geodetic Survey in June 1991..
 OZ0069
 OZ0069.The geoid height was determined by GEOID03.
 OZ0069
 OZ0069.The dynamic height is computed by dividing the NAVD 88
 OZ0069.geopotential number by the normal gravity value computed on the
 OZ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0069.degrees latitude (g = 980.6199 gals.).
 OZ0069
 OZ0069.The modeled gravity was interpolated from observed gravity values.
 OZ0069
 OZ0069;                    North         East    Units  Estimated Accuracy
 OZ0069;SPC ID C     -   205,480.      474,910.      MT  (+/- 180 meters Scaled)
 OZ0069
 OZ0069                          SUPERSEDED SURVEY CONTROL
 OZ0069
 OZ0069  NGVD 29 (??/??/92) 1624.748  (m)         5330.53   (f) ADJ UNCH    2 0
 OZ0069
 OZ0069.Superseded values are not recommended for survey control.
 OZ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0069.See file dsdata.txt to determine how the superseded data were derived.
 OZ0069
 OZ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ173216(NAD 83)
 OZ0069_MARKER: DB = BENCH MARK DISK
 OZ0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0069_SP_SET: BUILDING
 OZ0069_STAMPING: E 337 1950
 OZ0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0069
 OZ0069  HISTORY     - Date     Condition        Report By
 OZ0069  HISTORY     - 1950     MONUMENTED       CGS
 OZ0069  HISTORY     - 20060914 MARK NOT FOUND   USGS
 OZ0069
 OZ0069                          STATION DESCRIPTION
 OZ0069
 OZ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0069'IN HAILEY.
 OZ0069'AT HAILEY, AT THE INTERSECTION OF ELM STREET AND SECOND AVENUE, AT THE
 OZ0069'HIGH SCHOOL, SET VERTICALLY IN THE WEST CONCRETE WALL OF THE
 OZ0069'AUDITORIUM, 0.8 FOOT SOUTH OF THE NORTHWEST CORNER, AND 1.2 FEET ABOVE
 OZ0069'THE GROUND.
 OZ0069
 OZ0069                          STATION RECOVERY (2006)
 OZ0069
 OZ0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0311 ***********************************************************************
 OZ0311  DESIGNATION -  E 338
 OZ0311  PID         -  OZ0311
 OZ0311  STATE/COUNTY-  ID/BLAINE
 OZ0311  USGS QUAD   -  MARSHALL PEAK (1964)
 OZ0311
 OZ0311                         *CURRENT SURVEY CONTROL
 OZ0311  ___________________________________________________________________
 OZ0311* NAD 83(1986)-  43 51 51.     (N)    114 57 44.     (W)     SCALED    
 OZ0311* NAVD 88     -      2337.051  (meters)    7667.47   (feet)  ADJUSTED  
 OZ0311  ___________________________________________________________________
 OZ0311  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 OZ0311  DYNAMIC HT  -        2335.320 (meters)    7661.80  (feet)  COMP
 OZ0311  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 OZ0311
 OZ0311  VERT ORDER  -  SECOND    CLASS 0
 OZ0311
 OZ0311.The horizontal coordinates were scaled from a topographic map and have
 OZ0311.an estimated accuracy of +/- 6 seconds.
 OZ0311
 OZ0311.The orthometric height was determined by differential leveling
 OZ0311.and adjusted by the National Geodetic Survey in June 1991..
 OZ0311
 OZ0311.The geoid height was determined by GEOID03.
 OZ0311
 OZ0311.The dynamic height is computed by dividing the NAVD 88
 OZ0311.geopotential number by the normal gravity value computed on the
 OZ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0311.degrees latitude (g = 980.6199 gals.).
 OZ0311
 OZ0311.The modeled gravity was interpolated from observed gravity values.
 OZ0311
 OZ0311;                    North         East    Units  Estimated Accuracy
 OZ0311;SPC ID C     -   244,550.      422,650.      MT  (+/- 180 meters Scaled)
 OZ0311
 OZ0311                          SUPERSEDED SURVEY CONTROL
 OZ0311
 OZ0311  NGVD 29 (??/??/92) 2335.520  (m)         7662.45   (f) ADJ UNCH    2 0
 OZ0311
 OZ0311.Superseded values are not recommended for survey control.
 OZ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0311.See file dsdata.txt to determine how the superseded data were derived.
 OZ0311
 OZ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ637588(NAD 83)
 OZ0311_MARKER: DB = BENCH MARK DISK
 OZ0311_SETTING: 80 = SET IN A BOULDER
 OZ0311_SP_SET: BOULDER
 OZ0311_STAMPING: E 338 1950
 OZ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0311+STABILITY: SURFACE MOTION
 OZ0311
 OZ0311  HISTORY     - Date     Condition        Report By
 OZ0311  HISTORY     - 1950     MONUMENTED       CGS
 OZ0311  HISTORY     - 1951     GOOD             NGS
 OZ0311
 OZ0311                          STATION DESCRIPTION
 OZ0311
 OZ0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0311'8.1 MI SW FROM ALTURAS LAKE.
 OZ0311'4.1 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0311'OUTLET AT ALTURAS LAKE, THENCE 4.0 MILES SOUTHWEST ALONG ATLANTA
 OZ0311'TRAIL, ABOUT 0.3 MILE NORTH OF ALTURAS LAKE CREEK CROSSING, ABOUT 125
 OZ0311'FEET WEST OF ALTURAS LAKE CREEK, 25 1/2 FEET NORTH OF A 6-INCH FORKED
 OZ0311'FIR TREE WITH A TRIANGULAR BLAZE ON THE SOUTH FORK, 3 1/2 FEET EAST OF
 OZ0311'THE CENTER LINE OF THE TRAIL, IN THE TOP OF AN 8 -BY - 6 FOOT BOULDER
 OZ0311'MARKED BY A PAINTED B M, AND ABOUT 1 FOOT HIGHER THAN THE TRAIL.
 OZ0311
 OZ0311                          STATION RECOVERY (1951)
 OZ0311
 OZ0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0435 ***********************************************************************
 OZ0435  DESIGNATION -  E 339
 OZ0435  PID         -  OZ0435
 OZ0435  STATE/COUNTY-  ID/ELMORE
 OZ0435  USGS QUAD   -  HIGH PRAIRIE (1963)
 OZ0435
 OZ0435                         *CURRENT SURVEY CONTROL
 OZ0435  ___________________________________________________________________
 OZ0435* NAD 83(1986)-  43 20 11.     (N)    115 12 12.     (W)     SCALED    
 OZ0435* NAVD 88     -      1658.741  (meters)    5442.05   (feet)  ADJUSTED  
 OZ0435  ___________________________________________________________________
 OZ0435  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 OZ0435  DYNAMIC HT  -        1657.782 (meters)    5438.91  (feet)  COMP
 OZ0435  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 OZ0435
 OZ0435  VERT ORDER  -  SECOND    CLASS 0
 OZ0435
 OZ0435.The horizontal coordinates were scaled from a topographic map and have
 OZ0435.an estimated accuracy of +/- 6 seconds.
 OZ0435
 OZ0435.The orthometric height was determined by differential leveling
 OZ0435.and adjusted by the National Geodetic Survey in June 1991..
 OZ0435
 OZ0435.The geoid height was determined by GEOID03.
 OZ0435
 OZ0435.The dynamic height is computed by dividing the NAVD 88
 OZ0435.geopotential number by the normal gravity value computed on the
 OZ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0435.degrees latitude (g = 980.6199 gals.).
 OZ0435
 OZ0435.The modeled gravity was interpolated from observed gravity values.
 OZ0435
 OZ0435;                    North         East    Units  Estimated Accuracy
 OZ0435;SPC ID W     -   185,610.      844,330.      MT  (+/- 180 meters Scaled)
 OZ0435
 OZ0435                          SUPERSEDED SURVEY CONTROL
 OZ0435
 OZ0435  NGVD 29 (??/??/92) 1657.649  (m)         5438.47   (f) ADJ UNCH    2 0
 OZ0435
 OZ0435.Superseded values are not recommended for survey control.
 OZ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0435.See file dsdata.txt to determine how the superseded data were derived.
 OZ0435
 OZ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH456997(NAD 83)
 OZ0435_MARKER: DB = BENCH MARK DISK
 OZ0435_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0435_SP_SET: ROCK BED
 OZ0435_STAMPING: E 339 1950
 OZ0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0435+STABILITY: POSITION/ELEVATION WELL
 OZ0435
 OZ0435  HISTORY     - Date     Condition        Report By
 OZ0435  HISTORY     - 1950     MONUMENTED       CGS
 OZ0435
 OZ0435                          STATION DESCRIPTION
 OZ0435
 OZ0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0435'16.7 MI SE FROM PINE.
 OZ0435'16.7 MILES SOUTHEAST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE
 OZ0435'AT PINE, 14.5 MILES WEST OF CORRAL, 0.1 MILE NORTH OF A T JUNCTION OF
 OZ0435'COUNTY ROADS, 75 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 64.6
 OZ0435'FEET EAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER WILD HORSE
 OZ0435'CREEK, ON THE SOUTHEAST BANK OF THE CREEK, IN THE TOP OF THE NORTHWEST
 OZ0435'EDGE OF A LAVA ROCK BED, 5.3 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT
 OZ0435'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0234 ***********************************************************************
 PZ0234  DESIGNATION -  E 34
 PZ0234  PID         -  PZ0234
 PZ0234  STATE/COUNTY-  ID/CLARK
 PZ0234  USGS QUAD   -  SNAKY CANYON (1969)
 PZ0234
 PZ0234                         *CURRENT SURVEY CONTROL
 PZ0234  ___________________________________________________________________
 PZ0234* NAD 83(1986)-  44 04 15.     (N)    112 38 06.     (W)     SCALED    
 PZ0234* NAVD 88     -      1509.316  (meters)    4951.81   (feet)  ADJUSTED  
 PZ0234  ___________________________________________________________________
 PZ0234  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 PZ0234  DYNAMIC HT  -        1508.563 (meters)    4949.34  (feet)  COMP
 PZ0234  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 PZ0234
 PZ0234  VERT ORDER  -  SECOND    CLASS 0
 PZ0234
 PZ0234.The horizontal coordinates were scaled from a topographic map and have
 PZ0234.an estimated accuracy of +/- 6 seconds.
 PZ0234
 PZ0234.The orthometric height was determined by differential leveling
 PZ0234.and adjusted by the National Geodetic Survey in June 1991..
 PZ0234
 PZ0234.The geoid height was determined by GEOID03.
 PZ0234
 PZ0234.The dynamic height is computed by dividing the NAVD 88
 PZ0234.geopotential number by the normal gravity value computed on the
 PZ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0234.degrees latitude (g = 980.6199 gals.).
 PZ0234
 PZ0234.The modeled gravity was interpolated from observed gravity values.
 PZ0234
 PZ0234;                    North         East    Units  Estimated Accuracy
 PZ0234;SPC ID E     -   267,170.      162,480.      MT  (+/- 180 meters Scaled)
 PZ0234
 PZ0234                          SUPERSEDED SURVEY CONTROL
 PZ0234
 PZ0234  NGVD 29 (??/??/92) 1508.200  (m)         4948.15   (f) ADJ UNCH    2 0
 PZ0234
 PZ0234.Superseded values are not recommended for survey control.
 PZ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0234.See file dsdata.txt to determine how the superseded data were derived.
 PZ0234
 PZ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP690810(NAD 83)
 PZ0234_MARKER: DB = BENCH MARK DISK
 PZ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0234_STAMPING: E 34 1934
 PZ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0234+STABILITY: SURFACE MOTION
 PZ0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0234+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 PZ0234
 PZ0234  HISTORY     - Date     Condition        Report By
 PZ0234  HISTORY     - 1934     MONUMENTED       CGS
 PZ0234  HISTORY     - 19990601 GOOD             IDTD
 PZ0234
 PZ0234                          STATION DESCRIPTION
 PZ0234
 PZ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PZ0234'25.5 MI SW FROM DUBOIS.
 PZ0234'25.5 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0234'DUBOIS CLARK COUNTY, 5.3 MILES SOUTHWEST OF LIDY HOT SPRINGS, 250 FEET
 PZ0234'EAST OF THE GALLAGHER CANYON ROAD CROSSING, 40 FEET SOUTH OF THE
 PZ0234'CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF A 3-FOOT PILE OF ROCKS 3
 PZ0234'FEET HIGH AND PAINTED B M.  A STANDARD DISK, STAMPED E 34 1934 AND SET
 PZ0234'IN THE TOP OF A CONCRETE POST.
 PZ0234
 PZ0234                          STATION RECOVERY (1999)
 PZ0234
 PZ0234'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0234'MARK IS 124.6 METERS LEFT (NORTH) OF CENTERLINE OF SH-22 AT MILEPOST
 PZ0234'46.608 AND IS 1.2 METERS SOUTH OF WP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0381 ***********************************************************************
 OZ0381  DESIGNATION -  E 340
 OZ0381  PID         -  OZ0381
 OZ0381  STATE/COUNTY-  ID/ELMORE
 OZ0381  USGS QUAD   -  ATLANTA EAST (1972)
 OZ0381
 OZ0381                         *CURRENT SURVEY CONTROL
 OZ0381  ___________________________________________________________________
 OZ0381* NAD 83(1986)-  43 52 17.     (N)    115 01 20.     (W)     SCALED    
 OZ0381* NAVD 88     -      2175.383  (meters)    7137.07   (feet)  ADJUSTED  
 OZ0381  ___________________________________________________________________
 OZ0381  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 OZ0381  DYNAMIC HT  -        2173.920 (meters)    7132.27  (feet)  COMP
 OZ0381  MODELED GRAV-     979,868.5   (mgal)                       NAVD 88
 OZ0381
 OZ0381  VERT ORDER  -  SECOND    CLASS 0
 OZ0381
 OZ0381.The horizontal coordinates were scaled from a topographic map and have
 OZ0381.an estimated accuracy of +/- 6 seconds.
 OZ0381
 OZ0381.The orthometric height was determined by differential leveling
 OZ0381.and adjusted by the National Geodetic Survey in June 1991..
 OZ0381
 OZ0381.The geoid height was determined by GEOID03.
 OZ0381
 OZ0381.The dynamic height is computed by dividing the NAVD 88
 OZ0381.geopotential number by the normal gravity value computed on the
 OZ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0381.degrees latitude (g = 980.6199 gals.).
 OZ0381
 OZ0381.The modeled gravity was interpolated from observed gravity values.
 OZ0381
 OZ0381;                    North         East    Units  Estimated Accuracy
 OZ0381;SPC ID W     -   245,160.      858,490.      MT  (+/- 180 meters Scaled)
 OZ0381
 OZ0381                          SUPERSEDED SURVEY CONTROL
 OZ0381
 OZ0381  NGVD 29 (??/??/92) 2174.019  (m)         7132.59   (f) ADJ UNCH    2 0
 OZ0381
 OZ0381.Superseded values are not recommended for survey control.
 OZ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0381.See file dsdata.txt to determine how the superseded data were derived.
 OZ0381
 OZ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ589594(NAD 83)
 OZ0381_MARKER: DB = BENCH MARK DISK
 OZ0381_SETTING: 80 = SET IN A BOULDER
 OZ0381_SP_SET: BOULDER
 OZ0381_STAMPING: E 340 1950
 OZ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0381+STABILITY: SURFACE MOTION
 OZ0381
 OZ0381  HISTORY     - Date     Condition        Report By
 OZ0381  HISTORY     - 1950     MONUMENTED       CGS
 OZ0381  HISTORY     - 1951     GOOD             NGS
 OZ0381
 OZ0381                          STATION DESCRIPTION
 OZ0381
 OZ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0381'9.0 MI NE FROM ATLANTA.
 OZ0381'4.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0381'POST OFFICE AT ATLANTA, THENCE 5.0 MILES NORTHEAST ALONG MATTINGLY
 OZ0381'CREEK TRAIL, AT THE SOUTHWEST EDGE OF A WIDE RAVINE, ABOUT 100 YARDS
 OZ0381'WEST OF AND ACROSS MATTINGLY CREEK FROM A PROMINENT ROCKY RIDGE, ABOUT
 OZ0381'58 YARDS NORTHEAST OF A ROW OF FIR TREES, 54 FEET NORTHWEST OF THE
 OZ0381'CENTER LINE OF THE TRAIL, 22 FEET SOUTHWEST OF A ROW OF BUSHES, IN THE
 OZ0381'TOP OF AND AT THE APPROXIMATE CENTER OF A LARGE BOULDER MARKED BY A
 OZ0381'PAINTED B M.
 OZ0381
 OZ0381                          STATION RECOVERY (1951)
 OZ0381
 OZ0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0290 ***********************************************************************
 NT0290  DESIGNATION -  E 341
 NT0290  PID         -  NT0290
 NT0290  STATE/COUNTY-  ID/FRANKLIN
 NT0290  USGS QUAD   -  RIVERDALE (1980)
 NT0290
 NT0290                         *CURRENT SURVEY CONTROL
 NT0290  ___________________________________________________________________
 NT0290* NAD 83(1986)-  42 09 18.     (N)    111 49 23.     (W)     SCALED    
 NT0290* NAVD 88     -      1468.950  (meters)    4819.38   (feet)  ADJUSTED  
 NT0290  ___________________________________________________________________
 NT0290  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NT0290  DYNAMIC HT  -        1467.957 (meters)    4816.12  (feet)  COMP
 NT0290  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 NT0290
 NT0290  VERT ORDER  -  SECOND    CLASS 0
 NT0290
 NT0290.The horizontal coordinates were scaled from a topographic map and have
 NT0290.an estimated accuracy of +/- 6 seconds.
 NT0290
 NT0290.The orthometric height was determined by differential leveling
 NT0290.and adjusted by the National Geodetic Survey in June 1991..
 NT0290
 NT0290.The geoid height was determined by GEOID03.
 NT0290
 NT0290.The dynamic height is computed by dividing the NAVD 88
 NT0290.geopotential number by the normal gravity value computed on the
 NT0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0290.degrees latitude (g = 980.6199 gals.).
 NT0290
 NT0290.The modeled gravity was interpolated from observed gravity values.
 NT0290
 NT0290;                    North         East    Units  Estimated Accuracy
 NT0290;SPC ID E     -    54,290.      228,400.      MT  (+/- 180 meters Scaled)
 NT0290
 NT0290                          SUPERSEDED SURVEY CONTROL
 NT0290
 NT0290  NGVD 29 (??/??/92) 1467.919  (m)         4816.00   (f) ADJ UNCH    2 0
 NT0290
 NT0290.Superseded values are not recommended for survey control.
 NT0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0290.See file dsdata.txt to determine how the superseded data were derived.
 NT0290
 NT0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM320673(NAD 83)
 NT0290_MARKER: DB = BENCH MARK DISK
 NT0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0290_SP_SET: CULVERT
 NT0290_STAMPING: E 341 1951
 NT0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0290
 NT0290  HISTORY     - Date     Condition        Report By
 NT0290  HISTORY     - 1951     MONUMENTED       CGS
 NT0290  HISTORY     - 1971     GOOD             USGS
 NT0290
 NT0290                          STATION DESCRIPTION
 NT0290
 NT0290'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0290'1.0 MI N FROM PRESTON.
 NT0290'1 MILE NORTH ALONG THE U.S. HIGHWAY 91 FROM THE COURT HOUSE AT
 NT0290'PRESTON, THENCE 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 34, THENCE
 NT0290'0.25 MILE NORTHEAST ALONG ASPHALT ROAD, AT THE NORTH END OF THE EAST
 NT0290'HEADWALT OF A CONCRETE BOX CULVERT OVER IRRIGATION CANAL.  13 1/2 FEET
 NT0290'EAST OF THE CENTER LINE OF THE ROAD.  0.5 FOOT SOUTH OF THE NORTH END
 NT0290'OF THE HEADWALL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0333 ***********************************************************************
 NT0333  DESIGNATION -  E 342
 NT0333  PID         -  NT0333
 NT0333  STATE/COUNTY-  ID/BEAR LAKE
 NT0333  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0333
 NT0333                         *CURRENT SURVEY CONTROL
 NT0333  ___________________________________________________________________
 NT0333* NAD 83(1986)-  42 22 08.     (N)    111 33 03.     (W)     SCALED    
 NT0333* NAVD 88     -      2157.436  (meters)    7078.19   (feet)  ADJUSTED  
 NT0333  ___________________________________________________________________
 NT0333  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NT0333  DYNAMIC HT  -        2155.741 (meters)    7072.63  (feet)  COMP
 NT0333  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 NT0333
 NT0333  VERT ORDER  -  SECOND    CLASS 0
 NT0333
 NT0333.The horizontal coordinates were scaled from a topographic map and have
 NT0333.an estimated accuracy of +/- 6 seconds.
 NT0333
 NT0333.The orthometric height was determined by differential leveling
 NT0333.and adjusted by the National Geodetic Survey in June 1991..
 NT0333
 NT0333.The geoid height was determined by GEOID03.
 NT0333
 NT0333.The dynamic height is computed by dividing the NAVD 88
 NT0333.geopotential number by the normal gravity value computed on the
 NT0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0333.degrees latitude (g = 980.6199 gals.).
 NT0333
 NT0333.The modeled gravity was interpolated from observed gravity values.
 NT0333
 NT0333;                    North         East    Units  Estimated Accuracy
 NT0333;SPC ID E     -    78,180.      250,720.      MT  (+/- 180 meters Scaled)
 NT0333
 NT0333                          SUPERSEDED SURVEY CONTROL
 NT0333
 NT0333  NGVD 29 (??/??/92) 2156.179  (m)         7074.06   (f) ADJ UNCH    2 0
 NT0333
 NT0333.Superseded values are not recommended for survey control.
 NT0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0333.See file dsdata.txt to determine how the superseded data were derived.
 NT0333
 NT0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM546908(NAD 83)
 NT0333_MARKER: DB = BENCH MARK DISK
 NT0333_SETTING: 66 = SET IN ROCK OUTCROP
 NT0333_SP_SET: ROCK OUTCROP
 NT0333_STAMPING: E 342 1951
 NT0333_MARK LOGO: CGS   
 NT0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0333+STABILITY: POSITION/ELEVATION WELL
 NT0333
 NT0333  HISTORY     - Date     Condition        Report By
 NT0333  HISTORY     - 1951     MONUMENTED       CGS
 NT0333  HISTORY     - 1971     GOOD             USGS
 NT0333  HISTORY     - 19710601 GOOD             USGS
 NT0333
 NT0333                          STATION DESCRIPTION
 NT0333
 NT0333'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0333'10.5 MI NW FROM OVID SCHOOL.
 NT0333'10.5 MILES NORTHWEST ALONG U. S. HIGHWAY 36 FROM OVID SCHOOL, ON THE
 NT0333'SOUTHWEST BANK OF A SMALL DRAINAGE PARALLEL TO THE HIGHWAY, ON THE TOP
 NT0333'AND ABOUT IN THE CENTER OF A ROCK OUTCROP PROJECTING 2 FEET ABOVE THE
 NT0333'GROUND, AND ABOUT LEVEL WITH ROAD, ABOUT 0.15 MILE SOUTHEAST OF THE
 NT0333'ENTRANCE TO THE EMIGRATION F. S. CAMP, 55 1/2 FEET SOUTHWEST OF THE
 NT0333'CENTERLINE OF THE ROAD, 4 FEET SOUTHWEST OF THE SOUTHWEST BANK OF THE
 NT0333'DRAIN.
 NT0333
 NT0333                          STATION RECOVERY (1971)
 NT0333
 NT0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GRH)
 NT0333'MARK IS LOCATED ABOUT 15.5 KM (9.65 MI) NORTHWEST OF OVID IN THE CACHE
 NT0333'NATIONAL FOREST ALONG STATE HIGHWAY 36 ON THE RIGHT OF WAY 0.17 KM
 NT0333'(0.10 MI) WEST OF A ROAD LEFT LEADING TO BEAR LAKE 0.23 KM (0.15 MI)
 NT0333'SOUTHEAST OF THE ENTRANCE TO EMIGRATION CAMPGROUND IN WOODS ON THE
 NT0333'OUTSIDE OF A CURVE IN THE NORTHEAST 1/4 OF SECTION 21 T 12 S R 42 E.
 NT0333'OWNERSHIP  STATE TRANSPORTATION DEPARTMENT. TO REACH FROM THE JUNCTION
 NT0333'OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID
 NT0333'GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE
 NT0333'RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO THE
 NT0333'NATIONAL FOREST BOUNDARY.  CONTINUE AHEAD FOR 3.89 KM (2.40 MI) TO THE
 NT0333'MARK ON THE LEFT. MARK IS SET IN A DRILL HOLE IN THE SADDLE OF A LARGE
 NT0333'BOULDER ON CREEKBANK.  IT IS 16.9 M (55.4 FT) SOUTHWEST OF AND 0.5
 NT0333'METER LOWER THAN THE HIGHWAY CENTER 5 M (16.4 FT) SOUTHWEST OF THE
 NT0333'SOUTHWEST CREEKBANK 1.4 M (4.6 FT) NORTHEAST OF A FIBERGLASS WITNESS
 NT0333'POST 0.4 M (1.3 FT) NORTH OF AND 0.2 M (0.7 FT) LOWER THAN THE HIGHEST
 NT0333'PART OF THE BOULDER. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0529 ***********************************************************************
 OX0529  DESIGNATION -  E 343
 OX0529  PID         -  OX0529
 OX0529  STATE/COUNTY-  ID/MADISON
 OX0529  USGS QUAD   -  MOODY (1979)
 OX0529
 OX0529                         *CURRENT SURVEY CONTROL
 OX0529  ___________________________________________________________________
 OX0529* NAD 83(1986)-  43 46 42.     (N)    111 41 54.     (W)     SCALED    
 OX0529* NAVD 88     -      1610.276  (meters)    5283.05   (feet)  POSTED    
 OX0529  ___________________________________________________________________
 OX0529  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 OX0529  DYNAMIC HT  -        1609.390 (meters)    5280.14  (feet)  COMP
 OX0529  MODELED GRAV-     980,011.5   (mgal)                       NAVD 88
 OX0529
 OX0529  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0529
 OX0529.The horizontal coordinates were scaled from a topographic map and have
 OX0529.an estimated accuracy of +/- 6 seconds.
 OX0529
 OX0529.The orthometric height was determined by differential leveling
 OX0529.and adjusted by the National Geodetic Survey in 1992..
 OX0529.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0529.rate of 2.1 thru 3.0 mm/km.
 OX0529
 OX0529.The geoid height was determined by GEOID03.
 OX0529
 OX0529.The dynamic height is computed by dividing the NAVD 88
 OX0529.geopotential number by the normal gravity value computed on the
 OX0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0529.degrees latitude (g = 980.6199 gals.).
 OX0529
 OX0529.The modeled gravity was interpolated from observed gravity values.
 OX0529
 OX0529;                    North         East    Units  Estimated Accuracy
 OX0529;SPC ID E     -   234,670.      237,700.      MT  (+/- 180 meters Scaled)
 OX0529
 OX0529                          SUPERSEDED SURVEY CONTROL
 OX0529
 OX0529  NGVD 29 (??/??/92) 1609.140  (m)         5279.32   (f) ADJ UNCH    2 0
 OX0529
 OX0529.Superseded values are not recommended for survey control.
 OX0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0529.See file dsdata.txt to determine how the superseded data were derived.
 OX0529
 OX0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP438474(NAD 83)
 OX0529_MARKER: DB = BENCH MARK DISK
 OX0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0529_STAMPING: E 343 1951
 OX0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0529+STABILITY: SURFACE MOTION
 OX0529
 OX0529  HISTORY     - Date     Condition        Report By
 OX0529  HISTORY     - 1951     MONUMENTED       CGS
 OX0529
 OX0529                          STATION DESCRIPTION
 OX0529
 OX0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0529'9.0 MI SW FROM NEWDALE.
 OX0529'ABOUT 9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0529'STATION AT NEWDALE, AT A ROAD CROSSING, 46.8 FEET EAST OF THE EAST
 OX0529'RAIL, 25 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8 1/2 FEET
 OX0529'NORTHEAST OF MILEPOLE NUMBER 29, 2.3 FEET NORTHWEST OF A FENCE CORNER,
 OX0529'1.7 FEET SOUTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE TRACK, AND
 OX0529'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OX0529'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0270 ***********************************************************************
 OX0270  DESIGNATION -  E 344 RESET
 OX0270  PID         -  OX0270
 OX0270  STATE/COUNTY-  ID/MADISON
 OX0270  USGS QUAD   -  WRIGHT CREEK (1965)
 OX0270
 OX0270                         *CURRENT SURVEY CONTROL
 OX0270  ___________________________________________________________________
 OX0270* NAD 83(1986)-  43 51 42.     (N)    111 28 42.     (W)     SCALED    
 OX0270* NAVD 88     -      1741.08   (+/-2cm)    5712.2    (feet)  VERTCON   
 OX0270  ___________________________________________________________________
 OX0270  GEOID HEIGHT-         -10.53  (meters)                     GEOID03
 OX0270
 OX0270  VERT ORDER  -  THIRD (See Below)
 OX0270
 OX0270.The horizontal coordinates were scaled from a topographic map and have
 OX0270.an estimated accuracy of +/- 6 seconds.
 OX0270
 OX0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0270.The vertical order pertains to the NGVD 29 superseded value.
 OX0270
 OX0270.The geoid height was determined by GEOID03.
 OX0270
 OX0270;                    North         East    Units  Estimated Accuracy
 OX0270;SPC ID E     -   244,060.      255,330.      MT  (+/- 180 meters Scaled)
 OX0270
 OX0270                          SUPERSEDED SURVEY CONTROL
 OX0270
 OX0270  NGVD 29 (03/27/06) 1739.93   (m)         5708.4    (f) RESET       3  
 OX0270
 OX0270.Superseded values are not recommended for survey control.
 OX0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0270.See file dsdata.txt to determine how the superseded data were derived.
 OX0270
 OX0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP615566(NAD 83)
 OX0270_MARKER: DB = BENCH MARK DISK
 OX0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0270_STAMPING: E 344 RESET 1974
 OX0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0270+STABILITY: SURFACE MOTION
 OX0270
 OX0270  HISTORY     - Date     Condition        Report By
 OX0270  HISTORY     - 1974     MONUMENTED       NGS
 OX0270  HISTORY     - 19960601 MARK NOT FOUND   IDTD
 OX0270  HISTORY     - 20060407 MARK NOT FOUND   IDTD
 OX0270
 OX0270                          STATION DESCRIPTION
 OX0270
 OX0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OX0270'7 MI E FROM NEWDALE.
 OX0270'REACHED FROM THE NEWDALE RAILROAD STATION GO SOUTH FOR 0.1 MILE TO
 OX0270'STATE HIGHWAY 33, TURN LEFT, AND GO EAST ON STATE HIGHWAY 33 FOR 7.1
 OX0270'MILES TO A CROSSROAD, AND THE BENCH MARK IN THE SOUTHWEST ANGLE FORMED
 OX0270'BY THE CROSSROAD, 115 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 33, 28
 OX0270'FEET WEST OF THE CENTER OF THE DIRT ROAD SOUTH, 4 FEET NORTHWEST OF A
 OX0270'POWER POLE, WHERE THE POWER LINE CROSSES THE HIGHWAY, AND 1 FOOT
 OX0270'SOUTHWEST OF A METAL WITNESS POST SET IN A 10-INCH SQUARE CONCRETE
 OX0270'MONUMENT THAT PROJECTS 4-INCHES.
 OX0270
 OX0270                          STATION RECOVERY (1996)
 OX0270
 OX0270'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 OX0270'MARK NOT FOUND.
 OX0270
 OX0270                          STATION RECOVERY (2006)
 OX0270
 OX0270'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (JCH)
 OX0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1905 ***********************************************************************
 RZ1905  DESIGNATION -  E 345 RESET
 RZ1905  PID         -  RZ1905
 RZ1905  STATE/COUNTY-  ID/LATAH
 RZ1905  USGS QUAD   -  TROY (1975)
 RZ1905
 RZ1905                         *CURRENT SURVEY CONTROL
 RZ1905  ___________________________________________________________________
 RZ1905* NAD 83(1986)-  46 44 04.     (N)    116 46 00.     (W)     SCALED    
 RZ1905* NAVD 88     -       750.88   (meters)    2463.5    (feet)  RESET     
 RZ1905  ___________________________________________________________________
 RZ1905  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 RZ1905
 RZ1905  VERT ORDER  -  THIRD
 RZ1905
 RZ1905.The horizontal coordinates were scaled from a topographic map and have
 RZ1905.an estimated accuracy of +/- 6 seconds.
 RZ1905
 RZ1905.The orthometric height was computed from unverified reset data.
 RZ1905.No vertical observational check was made to the station.
 RZ1905
 RZ1905.The geoid height was determined by GEOID03.
 RZ1905
 RZ1905;                    North         East    Units  Estimated Accuracy
 RZ1905;SPC ID W     -   563,580.      722,300.      MT  (+/- 180 meters Scaled)
 RZ1905
 RZ1905                          SUPERSEDED SURVEY CONTROL
 RZ1905
 RZ1905  NGVD 29 (03/27/06)  749.78   (m)         2459.9    (f) RESET       3  
 RZ1905
 RZ1905.Superseded values are not recommended for survey control.
 RZ1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1905.See file dsdata.txt to determine how the superseded data were derived.
 RZ1905
 RZ1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM178756(NAD 83)
 RZ1905_MARKER: DV = VERTICAL CONTROL DISK
 RZ1905_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RZ1905_SP_SET: SIDEWALK
 RZ1905_STAMPING: E 345 RESET 1990
 RZ1905_MARK LOGO: NGS   
 RZ1905_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1905+STABILITY: SURFACE MOTION
 RZ1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RZ1905+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RZ1905
 RZ1905  HISTORY     - Date     Condition        Report By
 RZ1905  HISTORY     - 1990     MONUMENTED       NGS
 RZ1905
 RZ1905                          STATION DESCRIPTION
 RZ1905
 RZ1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RZ1905'IN TROY, IN THE SIDEWALK IN FRONT OF THE WAR MEMORIAL WALL, ADJACENT
 RZ1905'TO THE NEW POST OFFICE BUILDING, IN THE APPROXIMATE CENTER OF A 1.6
 RZ1905'METER SQUARE SECTION OF SIDEWALK, 40 M (131.2 FT) NORTHWEST OF THE
 RZ1905'POST OFFICE BUILDING, 2.4 M (7.9 FT) SOUTHEAST OF THE WEST SIXTH
 RZ1905'STREET CURB, 6.5 M (21.3 FT) NORTH OF THE BASE OF THE MEMORIAL, 1.3 M
 RZ1905'(4.3 FT) NORTHWEST OF THE EAST CORNER OF THE MEMORIAL AND 12.2 M
 RZ1905'(40.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE DRIVEWAY INTO THE
 RZ1905'POST OFFICE PARKING LOT.  DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0451 ***********************************************************************
 RZ0451  DESIGNATION -  E 346
 RZ0451  PID         -  RZ0451
 RZ0451  STATE/COUNTY-  ID/LATAH
 RZ0451  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0451
 RZ0451                         *CURRENT SURVEY CONTROL
 RZ0451  ___________________________________________________________________
 RZ0451* NAD 83(1986)-  46 37 35.     (N)    116 59 49.     (W)     SCALED    
 RZ0451* NAVD 88     -       838.069  (meters)    2749.56   (feet)  ADJUSTED  
 RZ0451  ___________________________________________________________________
 RZ0451  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 RZ0451  DYNAMIC HT  -         838.000 (meters)    2749.34  (feet)  COMP
 RZ0451  MODELED GRAV-     980,503.7   (mgal)                       NAVD 88
 RZ0451
 RZ0451  VERT ORDER  -  SECOND    CLASS 0
 RZ0451
 RZ0451.The horizontal coordinates were scaled from a topographic map and have
 RZ0451.an estimated accuracy of +/- 6 seconds.
 RZ0451
 RZ0451.The orthometric height was determined by differential leveling
 RZ0451.and adjusted by the National Geodetic Survey in June 1991..
 RZ0451
 RZ0451.The geoid height was determined by GEOID03.
 RZ0451
 RZ0451.The dynamic height is computed by dividing the NAVD 88
 RZ0451.geopotential number by the normal gravity value computed on the
 RZ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0451.degrees latitude (g = 980.6199 gals.).
 RZ0451
 RZ0451.The modeled gravity was interpolated from observed gravity values.
 RZ0451
 RZ0451;                    North         East    Units  Estimated Accuracy
 RZ0451;SPC ID W     -   551,820.      704,510.      MT  (+/- 180 meters Scaled)
 RZ0451
 RZ0451                          SUPERSEDED SURVEY CONTROL
 RZ0451
 RZ0451  NGVD 29 (??/??/92)  836.975  (m)         2745.98   (f) ADJ UNCH    2 0
 RZ0451
 RZ0451.Superseded values are not recommended for survey control.
 RZ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0451.See file dsdata.txt to determine how the superseded data were derived.
 RZ0451
 RZ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM002636(NAD 83)
 RZ0451_MARKER: DB = BENCH MARK DISK
 RZ0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0451_SP_SET: ABUTMENT
 RZ0451_STAMPING: E 346 1952
 RZ0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0451
 RZ0451  HISTORY     - Date     Condition        Report By
 RZ0451  HISTORY     - 1952     MONUMENTED       CGS
 RZ0451  HISTORY     - 1959     MARK NOT FOUND   USGS
 RZ0451
 RZ0451                          STATION DESCRIPTION
 RZ0451
 RZ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0451'9.2 MI N FROM GENESEE.
 RZ0451'8.4 MILES NORTH ALONG THE OLD U. S. HIGHWAY 95 FROM THE NORTHERN
 RZ0451'PACIFIC RAILWAY STATION AT GENESEE, THENCE 0.7 MILE NORTH ALONG U. S.
 RZ0451'HIGHWAY 95, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD, 8.9 MILES
 RZ0451'NORTHEAST OF COLTON, WASHINGTON, ABOUT 100 YARDS NORTH OF AN OLD
 RZ0451'ABANDONED BRICK SCHOOL HOUSE, IN THE TOP OF THE EAST END OF THE NORTH
 RZ0451'CONCRETE ABUTMENT OF A 12-FOOT CONCRETE BOX CULVERT OVER A SMALL
 RZ0451'CREEK, 10 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 RZ0451'FOOT LOWER THAN THE ROAD.
 RZ0451
 RZ0451                          STATION RECOVERY (1959)
 RZ0451
 RZ0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RZ0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0696 ***********************************************************************
 OH0696  DESIGNATION -  E 347
 OH0696  PID         -  OH0696
 OH0696  STATE/COUNTY-  ID/CANYON
 OH0696  USGS QUAD   -  PARMA (1975)
 OH0696
 OH0696                         *CURRENT SURVEY CONTROL
 OH0696  ___________________________________________________________________
 OH0696* NAD 83(1986)-  43 46 52.     (N)    116 56 30.     (W)     SCALED    
 OH0696* NAVD 88     -       678.075  (meters)    2224.65   (feet)  ADJUSTED  
 OH0696  ___________________________________________________________________
 OH0696  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 OH0696  DYNAMIC HT  -         677.856 (meters)    2223.93  (feet)  COMP
 OH0696  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 OH0696
 OH0696  VERT ORDER  -  FIRST     CLASS II
 OH0696
 OH0696.The horizontal coordinates were scaled from a topographic map and have
 OH0696.an estimated accuracy of +/- 6 seconds.
 OH0696
 OH0696.The orthometric height was determined by differential leveling
 OH0696.and adjusted by the National Geodetic Survey in June 1991..
 OH0696
 OH0696.The geoid height was determined by GEOID03.
 OH0696
 OH0696.The dynamic height is computed by dividing the NAVD 88
 OH0696.geopotential number by the normal gravity value computed on the
 OH0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0696.degrees latitude (g = 980.6199 gals.).
 OH0696
 OH0696.The modeled gravity was interpolated from observed gravity values.
 OH0696
 OH0696;                    North         East    Units  Estimated Accuracy
 OH0696;SPC ID W     -   235,560.      704,080.      MT  (+/- 180 meters Scaled)
 OH0696
 OH0696                          SUPERSEDED SURVEY CONTROL
 OH0696
 OH0696  NGVD 29 (??/??/92)  677.128  (m)         2221.54   (f) ADJ UNCH    1 2
 OH0696
 OH0696.Superseded values are not recommended for survey control.
 OH0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0696.See file dsdata.txt to determine how the superseded data were derived.
 OH0696
 OH0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ046475(NAD 83)
 OH0696_MARKER: DB = BENCH MARK DISK
 OH0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0696_STAMPING: E 347 1951
 OH0696_MARK LOGO: CGS   
 OH0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0696+STABILITY: SURFACE MOTION
 OH0696
 OH0696  HISTORY     - Date     Condition        Report By
 OH0696  HISTORY     - 1951     MONUMENTED       CGS
 OH0696  HISTORY     - 1983     GOOD             NGS
 OH0696
 OH0696                          STATION DESCRIPTION
 OH0696
 OH0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OH0696'0.3 MI SE FROM PARMA.
 OH0696'0.3 MILE SOUTHEAST ALONG STREET LEADING TO THE AIR PORT FROM THE UNION
 OH0696'PACIFIC RAILROAD STATION, AT THE ENTRANCE TO THE PARMA AIR PORT IN THE
 OH0696'Y JUNCTION OF THE ROADS LEADING TO THE LANDING STRIP, 70.5 FEET
 OH0696'SOUTHEAST OF A LARGE CONCRETE PIPE CULVERT ACROSS THE ROAD LEADING
 OH0696'SOUTH, 71 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH,
 OH0696'43 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING ONTO THE
 OH0696'LANDING STRIP, 21 1/2 FEET SOUTH OF THE DENTER LINE OF THE ROAD
 OH0696'LEADING EAST ALONG EDGE OF LANDING STRIP, 1.9 FEET WEST OF THE WITNESS
 OH0696'POST, AND ABOUT 0.4 FOOT ABOVE THE ROAD, AND SET IN THE TOP OF A
 OH0696'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OH0696
 OH0696                          STATION RECOVERY (1983)
 OH0696
 OH0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0448 ***********************************************************************
 RZ0448  DESIGNATION -  E 349
 RZ0448  PID         -  RZ0448
 RZ0448  STATE/COUNTY-  ID/LATAH
 RZ0448  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0448
 RZ0448                         *CURRENT SURVEY CONTROL
 RZ0448  ___________________________________________________________________
 RZ0448* NAD 83(1986)-  46 39 40.     (N)    116 55 00.     (W)     SCALED    
 RZ0448* NAVD 88     -       840.632  (meters)    2757.97   (feet)  ADJUSTED  
 RZ0448  ___________________________________________________________________
 RZ0448  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 RZ0448  DYNAMIC HT  -         840.567 (meters)    2757.76  (feet)  COMP
 RZ0448  MODELED GRAV-     980,508.3   (mgal)                       NAVD 88
 RZ0448
 RZ0448  VERT ORDER  -  SECOND    CLASS 0
 RZ0448
 RZ0448.The horizontal coordinates were scaled from a topographic map and have
 RZ0448.an estimated accuracy of +/- 6 seconds.
 RZ0448
 RZ0448.The orthometric height was determined by differential leveling
 RZ0448.and adjusted by the National Geodetic Survey in June 1991..
 RZ0448
 RZ0448.The geoid height was determined by GEOID03.
 RZ0448
 RZ0448.The dynamic height is computed by dividing the NAVD 88
 RZ0448.geopotential number by the normal gravity value computed on the
 RZ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0448.degrees latitude (g = 980.6199 gals.).
 RZ0448
 RZ0448.The modeled gravity was interpolated from observed gravity values.
 RZ0448
 RZ0448;                    North         East    Units  Estimated Accuracy
 RZ0448;SPC ID W     -   555,580.      710,720.      MT  (+/- 180 meters Scaled)
 RZ0448
 RZ0448                          SUPERSEDED SURVEY CONTROL
 RZ0448
 RZ0448  NGVD 29 (??/??/92)  839.539  (m)         2754.39   (f) ADJ UNCH    2 0
 RZ0448
 RZ0448.Superseded values are not recommended for survey control.
 RZ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0448.See file dsdata.txt to determine how the superseded data were derived.
 RZ0448
 RZ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM063675(NAD 83)
 RZ0448_MARKER: DB = BENCH MARK DISK
 RZ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0448_STAMPING: E 349 1952
 RZ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0448+STABILITY: SURFACE MOTION
 RZ0448
 RZ0448  HISTORY     - Date     Condition        Report By
 RZ0448  HISTORY     - 1952     MONUMENTED       CGS
 RZ0448
 RZ0448                          STATION DESCRIPTION
 RZ0448
 RZ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0448'4.7 MI SW FROM JOEL.
 RZ0448'4.7 MILES SOUTHWEST ALONG A GRADED COUNTY ROAD FROM THE NORTHERN
 RZ0448'PACIFIC RAILWAY STATION AT JOEL, 73 1/2 FEET SOUTHEAST OF THE
 RZ0448'APPROXIMATE CENTER OF THE T JUNCTION OF A ROAD LEADING NORTHWEST, 20
 RZ0448'1/2 FEET SOUTH OF THE CENTER OF THE ROAD, 3 FEET EAST OF A TELEPHONE
 RZ0448'POLE WITH THREE GUY WIRES, 2.9 FEET NORTH OF A WITNESS POST, ABOUT 1
 RZ0448'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE PROJECTING
 RZ0448'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0471 ***********************************************************************
 RZ0471  DESIGNATION -  E 350
 RZ0471  PID         -  RZ0471
 RZ0471  STATE/COUNTY-  ID/LATAH
 RZ0471  USGS QUAD   -  POTLATCH (1994)
 RZ0471
 RZ0471                         *CURRENT SURVEY CONTROL
 RZ0471  ___________________________________________________________________
 RZ0471* NAD 83(1986)-  46 54 29.     (N)    116 53 23.     (W)     SCALED    
 RZ0471* NAVD 88     -       781.178  (meters)    2562.91   (feet)  ADJUSTED  
 RZ0471  ___________________________________________________________________
 RZ0471  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 RZ0471  DYNAMIC HT  -         781.119 (meters)    2562.72  (feet)  COMP
 RZ0471  MODELED GRAV-     980,511.6   (mgal)                       NAVD 88
 RZ0471
 RZ0471  VERT ORDER  -  SECOND    CLASS 0
 RZ0471
 RZ0471.The horizontal coordinates were scaled from a topographic map and have
 RZ0471.an estimated accuracy of +/- 6 seconds.
 RZ0471
 RZ0471.The orthometric height was determined by differential leveling
 RZ0471.and adjusted by the National Geodetic Survey in June 1991..
 RZ0471
 RZ0471.The geoid height was determined by GEOID03.
 RZ0471
 RZ0471.The dynamic height is computed by dividing the NAVD 88
 RZ0471.geopotential number by the normal gravity value computed on the
 RZ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0471.degrees latitude (g = 980.6199 gals.).
 RZ0471
 RZ0471.The modeled gravity was interpolated from observed gravity values.
 RZ0471
 RZ0471;                    North         East    Units  Estimated Accuracy
 RZ0471;SPC ID W     -   583,000.      713,180.      MT  (+/- 180 meters Scaled)
 RZ0471
 RZ0471                          SUPERSEDED SURVEY CONTROL
 RZ0471
 RZ0471  NGVD 29 (??/??/92)  780.053  (m)         2559.22   (f) ADJ UNCH    2 0
 RZ0471
 RZ0471.Superseded values are not recommended for survey control.
 RZ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0471.See file dsdata.txt to determine how the superseded data were derived.
 RZ0471
 RZ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM083949(NAD 83)
 RZ0471_MARKER: DB = BENCH MARK DISK
 RZ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0471_STAMPING: E 350 1952
 RZ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0471+STABILITY: SURFACE MOTION
 RZ0471
 RZ0471  HISTORY     - Date     Condition        Report By
 RZ0471  HISTORY     - 1952     MONUMENTED       CGS
 RZ0471  HISTORY     - 1981     GOOD             LOCSUR
 RZ0471
 RZ0471                          STATION DESCRIPTION
 RZ0471
 RZ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0471'1.5 MI SE FROM POTLATCH.
 RZ0471'0.6 MILE EAST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM THE
 RZ0471'STATION AT POTLATCH, THENCE 0.9 MILE SOUTH ALONG A GRADED COUNTY ROAD,
 RZ0471'0.15 MILE SOUTH OF THE T JUNCTION OF A ROAD LEADING EAST, AT THE T
 RZ0471'JUNCTION OF A DIM TRACK ROAD LEADING WEST, 50 FEET SOUTHEAST OF THE
 RZ0471'CENTER LINE OF THE TRACK ROAD, 21 FEET SOUTHWEST OF THE CENTER LINE OF
 RZ0471'THE ROAD, 2.0 FEET NORTHEAST OF A FENCE, 2.1 FEET NORTHWEST OF A
 RZ0471'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RZ0471'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RZ0471
 RZ0471                          STATION RECOVERY (1981)
 RZ0471
 RZ0471'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 RZ0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0552 ***********************************************************************
 RZ0552  DESIGNATION -  E 351
 RZ0552  PID         -  RZ0552
 RZ0552  STATE/COUNTY-  ID/LATAH
 RZ0552  USGS QUAD   -  LITTLE BEAR RIDGE (1990)
 RZ0552
 RZ0552                         *CURRENT SURVEY CONTROL
 RZ0552  ___________________________________________________________________
 RZ0552* NAD 83(1986)-  46 40 56.     (N)    116 44 46.     (W)     SCALED    
 RZ0552* NAVD 88     -       755.221  (meters)    2477.75   (feet)  ADJUSTED  
 RZ0552  ___________________________________________________________________
 RZ0552  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 RZ0552  DYNAMIC HT  -         755.164 (meters)    2477.57  (feet)  COMP
 RZ0552  MODELED GRAV-     980,513.9   (mgal)                       NAVD 88
 RZ0552
 RZ0552  VERT ORDER  -  SECOND    CLASS 0
 RZ0552
 RZ0552.The horizontal coordinates were scaled from a topographic map and have
 RZ0552.an estimated accuracy of +/- 6 seconds.
 RZ0552
 RZ0552.The orthometric height was determined by differential leveling
 RZ0552.and adjusted by the National Geodetic Survey in June 1991..
 RZ0552
 RZ0552.The geoid height was determined by GEOID03.
 RZ0552
 RZ0552.The dynamic height is computed by dividing the NAVD 88
 RZ0552.geopotential number by the normal gravity value computed on the
 RZ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0552.degrees latitude (g = 980.6199 gals.).
 RZ0552
 RZ0552.The modeled gravity was interpolated from observed gravity values.
 RZ0552
 RZ0552;                    North         East    Units  Estimated Accuracy
 RZ0552;SPC ID W     -   557,750.      723,800.      MT  (+/- 180 meters Scaled)
 RZ0552
 RZ0552                          SUPERSEDED SURVEY CONTROL
 RZ0552
 RZ0552  NGVD 29 (??/??/92)  754.133  (m)         2474.18   (f) ADJ UNCH    2 0
 RZ0552
 RZ0552.Superseded values are not recommended for survey control.
 RZ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0552.See file dsdata.txt to determine how the superseded data were derived.
 RZ0552
 RZ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM194698(NAD 83)
 RZ0552_MARKER: DB = BENCH MARK DISK
 RZ0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0552_STAMPING: E 351 1952
 RZ0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0552+STABILITY: SURFACE MOTION
 RZ0552
 RZ0552  HISTORY     - Date     Condition        Report By
 RZ0552  HISTORY     - 1952     MONUMENTED       CGS
 RZ0552  HISTORY     - 1968     GOOD             NGS
 RZ0552  HISTORY     - 19880920 MARK NOT FOUND   USPSQD
 RZ0552
 RZ0552                          STATION DESCRIPTION
 RZ0552
 RZ0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RZ0552'4.6 MI S FROM TROY.
 RZ0552'4.2 MILES SOUTH ALONG STATE HIGHWAY 99 FROM THE INTERSECTION OF STATE
 RZ0552'HIGHWAYS 99 AND 8 AT THE SOUTHERN EDGE OF TROY, 60 YARDS NORTH OF A
 RZ0552'FARMHOUSE AND 1 FOOT EAST OF THE PROJECTED EAST SIDE OF THE HOUSE,
 RZ0552'37.5 FEET WEST OF THE CENTERLINE OF HIGHWAY 99, 13.8 FEET EAST OF A
 RZ0552'METAL CORNER-FENCE POST AND 1 FOOT NORTH OF THE PROJECTED FENCELINE
 RZ0552'GOING WEST, 6.3 FEET EAST OF POWER POLE NO. 13 78, 1 FOOT EAST OF A
 RZ0552'METAL WITNESS POST, A STANDARD DISK SET IN A CONCRETE POST ABOUT 1
 RZ0552'FOOT BELOW GROUND.
 RZ0552
 RZ0552                          STATION RECOVERY (1988)
 RZ0552
 RZ0552'RECOVERY NOTE BY US POWER SQUADRON 1988 (GLC)
 RZ0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0493 ***********************************************************************
 RZ0493  DESIGNATION -  E 352
 RZ0493  PID         -  RZ0493
 RZ0493  STATE/COUNTY-  ID/NEZ PERCE
 RZ0493  USGS QUAD   -  JULIAETTA (1990)
 RZ0493
 RZ0493                         *CURRENT SURVEY CONTROL
 RZ0493  ___________________________________________________________________
 RZ0493* NAD 83(1986)-  46 30 58.     (N)    116 44 48.     (W)     SCALED    
 RZ0493* NAVD 88     -       278.119  (meters)     912.46   (feet)  ADJUSTED  
 RZ0493  ___________________________________________________________________
 RZ0493  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 RZ0493  DYNAMIC HT  -         278.112 (meters)     912.44  (feet)  COMP
 RZ0493  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 RZ0493
 RZ0493  VERT ORDER  -  SECOND    CLASS 0
 RZ0493
 RZ0493.The horizontal coordinates were scaled from a topographic map and have
 RZ0493.an estimated accuracy of +/- 6 seconds.
 RZ0493
 RZ0493.The orthometric height was determined by differential leveling
 RZ0493.and adjusted by the National Geodetic Survey in June 1991..
 RZ0493
 RZ0493.The geoid height was determined by GEOID03.
 RZ0493
 RZ0493.The dynamic height is computed by dividing the NAVD 88
 RZ0493.geopotential number by the normal gravity value computed on the
 RZ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0493.degrees latitude (g = 980.6199 gals.).
 RZ0493
 RZ0493.The modeled gravity was interpolated from observed gravity values.
 RZ0493
 RZ0493;                    North         East    Units  Estimated Accuracy
 RZ0493;SPC ID W     -   539,290.      723,520.      MT  (+/- 180 meters Scaled)
 RZ0493
 RZ0493                          SUPERSEDED SURVEY CONTROL
 RZ0493
 RZ0493  NGVD 29 (??/??/92)  277.106  (m)          909.14   (f) ADJ UNCH    2 0
 RZ0493
 RZ0493.Superseded values are not recommended for survey control.
 RZ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0493.See file dsdata.txt to determine how the superseded data were derived.
 RZ0493
 RZ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM194514(NAD 83)
 RZ0493_MARKER: DB = BENCH MARK DISK
 RZ0493_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0493_SP_SET: OUTCROP
 RZ0493_STAMPING: E 352 1952
 RZ0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0493+STABILITY: POSITION/ELEVATION WELL
 RZ0493
 RZ0493  HISTORY     - Date     Condition        Report By
 RZ0493  HISTORY     - 1952     MONUMENTED       CGS
 RZ0493
 RZ0493                          STATION DESCRIPTION
 RZ0493
 RZ0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0493'3.2 MI NE FROM ARROW.
 RZ0493'3.2 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RZ0493'STATION AT ARROW, IN THE TOP OF A 4- X 6-FOOT GREY OUTCROP PROJECTING
 RZ0493'3 FEET ABOVE THE GROUND, 10 RAILS SOUTH OF MILEPOST 120, 25.1 FEET
 RZ0493'WEST OF THE WEST RAIL, 11 FEET WEST OF A FENCE, DIRECTLY UNDER THE
 RZ0493'WEST ONE OF FOUR TELEPHONE WIRES, AND ABOUT 4 FEET HIGHER THAN THE
 RZ0493'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0554 ***********************************************************************
 SV0554  DESIGNATION -  E 353
 SV0554  PID         -  SV0554
 SV0554  STATE/COUNTY-  ID/KOOTENAI
 SV0554  USGS QUAD   -  MICA BAY (1996)
 SV0554
 SV0554                         *CURRENT SURVEY CONTROL
 SV0554  ___________________________________________________________________
 SV0554* NAD 83(1986)-  47 36 49.     (N)    116 45 53.     (W)     SCALED    
 SV0554* NAVD 88     -       686.109  (meters)    2251.01   (feet)  ADJUSTED  
 SV0554  ___________________________________________________________________
 SV0554  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 SV0554  DYNAMIC HT  -         686.130 (meters)    2251.08  (feet)  COMP
 SV0554  MODELED GRAV-     980,620.8   (mgal)                       NAVD 88
 SV0554
 SV0554  VERT ORDER  -  SECOND    CLASS 0
 SV0554
 SV0554.The horizontal coordinates were scaled from a topographic map and have
 SV0554.an estimated accuracy of +/- 6 seconds.
 SV0554
 SV0554.The orthometric height was determined by differential leveling
 SV0554.and adjusted by the National Geodetic Survey in June 1991..
 SV0554
 SV0554.The geoid height was determined by GEOID03.
 SV0554
 SV0554.The dynamic height is computed by dividing the NAVD 88
 SV0554.geopotential number by the normal gravity value computed on the
 SV0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0554.degrees latitude (g = 980.6199 gals.).
 SV0554
 SV0554.The modeled gravity was interpolated from observed gravity values.
 SV0554
 SV0554;                    North         East    Units  Estimated Accuracy
 SV0554;SPC ID W     -   661,310.      723,720.      MT  (+/- 180 meters Scaled)
 SV0554
 SV0554                          SUPERSEDED SURVEY CONTROL
 SV0554
 SV0554  NGVD 29 (??/??/92)  684.986  (m)         2247.32   (f) ADJ UNCH    2 0
 SV0554
 SV0554.Superseded values are not recommended for survey control.
 SV0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0554.See file dsdata.txt to determine how the superseded data were derived.
 SV0554
 SV0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN176733(NAD 83)
 SV0554_MARKER: DB = BENCH MARK DISK
 SV0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0554_STAMPING: E 353 1952
 SV0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0554+STABILITY: SURFACE MOTION
 SV0554
 SV0554  HISTORY     - Date     Condition        Report By
 SV0554  HISTORY     - 1952     MONUMENTED       CGS
 SV0554
 SV0554                          STATION DESCRIPTION
 SV0554
 SV0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SV0554'17.9 MI NW FROM HARRISON.
 SV0554'17.9 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0554'OFFICE AT HARRISON, 18.9 MILES SOUTH OF COEUR DALENE, AT THE NORTHWEST
 SV0554'EDGE OF AN ABANDONED GRAVEL PIT, 33 1/2 FEET NORTHEAST OF THE CENTER
 SV0554'LINE OF THE HIGHWAY, 29.7 FEET SOUTHEAST OF THE NORTHEAST END OF A
 SV0554'24-INCH CORRUGATED METAL PIPE CULVERT, 1.9 FEET SOUTHWEST OF A WITNESS
 SV0554'POST, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SV0554'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0732 ***********************************************************************
 OY0732  DESIGNATION -  E 36
 OY0732  PID         -  OY0732
 OY0732  STATE/COUNTY-  ID/CUSTER
 OY0732  USGS QUAD   -  MACKAY RESERVOIR (1991)
 OY0732
 OY0732                         *CURRENT SURVEY CONTROL
 OY0732  ___________________________________________________________________
 OY0732* NAD 83(1986)-  43 58 27.     (N)    113 43 08.     (W)     SCALED    
 OY0732* NAVD 88     -      1862.716  (meters)    6111.26   (feet)  POSTED    
 OY0732  ___________________________________________________________________
 OY0732  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 OY0732  DYNAMIC HT  -        1861.530 (meters)    6107.37  (feet)  COMP
 OY0732  MODELED GRAV-     979,915.8   (mgal)                       NAVD 88
 OY0732
 OY0732  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0732
 OY0732.The horizontal coordinates were scaled from a topographic map and have
 OY0732.an estimated accuracy of +/- 6 seconds.
 OY0732
 OY0732.The orthometric height was determined by differential leveling
 OY0732.and adjusted by the National Geodetic Survey in 1992..
 OY0732.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0732.rate greater than 8.0 mm/km.
 OY0732
 OY0732.The geoid height was determined by GEOID03.
 OY0732
 OY0732.The dynamic height is computed by dividing the NAVD 88
 OY0732.geopotential number by the normal gravity value computed on the
 OY0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0732.degrees latitude (g = 980.6199 gals.).
 OY0732
 OY0732.The modeled gravity was interpolated from observed gravity values.
 OY0732
 OY0732;                    North         East    Units  Estimated Accuracy
 OY0732;SPC ID C     -   256,360.      522,560.      MT  (+/- 180 meters Scaled)
 OY0732
 OY0732                          SUPERSEDED SURVEY CONTROL
 OY0732
 OY0732  NGVD 29 (??/??/92) 1861.770  (m)         6108.16   (f) ADJ UNCH    2 0
 OY0732
 OY0732.Superseded values are not recommended for survey control.
 OY0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0732.See file dsdata.txt to determine how the superseded data were derived.
 OY0732
 OY0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP819725(NAD 83)
 OY0732_MARKER: DB = BENCH MARK DISK
 OY0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0732_STAMPING: E 36 1934
 OY0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0732+STABILITY: SURFACE MOTION
 OY0732
 OY0732  HISTORY     - Date     Condition        Report By
 OY0732  HISTORY     - 1934     MONUMENTED       CGS
 OY0732  HISTORY     - 1959     MARK NOT FOUND   USGS
 OY0732
 OY0732                          STATION DESCRIPTION
 OY0732
 OY0732'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OY0732'7.7 MI NW FROM MACKAY.
 OY0732'7.7 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE OREGON SHORT LINE
 OY0732'RAILROAD STATION AT MACKAY, CUSTER COUNTY, 0.2 MILE EAST OF THE
 OY0732'CENTERLINE OF THE HIGHWAY AT THE SUMMIT OF A HILL, 340 FEET WEST OF
 OY0732'THE NORTHWEST CORNER OF A WIRE FENCE, 200 FEET EAST OF THE CENTERLINE
 OY0732'OF A SMALL CONCRETE CULVERT, 162 FEET WEST OF THE POINT OF
 OY0732'INTERSECTION OF A CURVE, AND 60 FEET NORTH OF THE CENTERLINE OF THE
 OY0732'HIGHWAY.  A STANDARD DISK, STAMPED E 36 1934 AND SET IN THE TOP OF A
 OY0732'CONCRETE POST.  NOTE-- THERE WAS NO EVIDENCE OF THE AREA HAVING BEEN
 OY0732'DISTURBED OTHER THAN A FENCE HAVING BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0429 ***********************************************************************
 NT0429  DESIGNATION -  E 360
 NT0429  PID         -  NT0429
 NT0429  STATE/COUNTY-  ID/CARIBOU
 NT0429  USGS QUAD   -  CHINA HAT (1981)
 NT0429
 NT0429                         *CURRENT SURVEY CONTROL
 NT0429  ___________________________________________________________________
 NT0429* NAD 83(1986)-  42 47 53.     (N)    111 33 50.     (W)     SCALED    
 NT0429* NAVD 88     -      1880.903  (meters)    6170.93   (feet)  ADJUSTED  
 NT0429  ___________________________________________________________________
 NT0429  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 NT0429  DYNAMIC HT  -        1879.576 (meters)    6166.58  (feet)  COMP
 NT0429  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 NT0429
 NT0429  VERT ORDER  -  SECOND    CLASS 0
 NT0429
 NT0429.The horizontal coordinates were scaled from a topographic map and have
 NT0429.an estimated accuracy of +/- 6 seconds.
 NT0429
 NT0429.The orthometric height was determined by differential leveling
 NT0429.and adjusted by the National Geodetic Survey in June 1991..
 NT0429
 NT0429.The geoid height was determined by GEOID03.
 NT0429
 NT0429.The dynamic height is computed by dividing the NAVD 88
 NT0429.geopotential number by the normal gravity value computed on the
 NT0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0429.degrees latitude (g = 980.6199 gals.).
 NT0429
 NT0429.The modeled gravity was interpolated from observed gravity values.
 NT0429
 NT0429;                    North         East    Units  Estimated Accuracy
 NT0429;SPC ID E     -   125,840.      249,310.      MT  (+/- 180 meters Scaled)
 NT0429
 NT0429                          SUPERSEDED SURVEY CONTROL
 NT0429
 NT0429  NGVD 29 (??/??/92) 1879.65   (m)         6166.8    (f) COMPUTED    2 0
 NT0429
 NT0429.Superseded values are not recommended for survey control.
 NT0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0429.See file dsdata.txt to determine how the superseded data were derived.
 NT0429
 NT0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN538385(NAD 83)
 NT0429_MARKER: DB = BENCH MARK DISK
 NT0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0429_STAMPING: E 360 1951
 NT0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0429+STABILITY: SURFACE MOTION
 NT0429
 NT0429  HISTORY     - Date     Condition        Report By
 NT0429  HISTORY     - 1951     MONUMENTED       CGS
 NT0429
 NT0429                          STATION DESCRIPTION
 NT0429
 NT0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0429'10.9 MI N FROM SODA SPRINGS.
 NT0429'10.9 MILES NORTH ALONG THE STATE HIGHWAY 34, 8.5 MILES SOUTH OF HENRY
 NT0429'CARIBOU CO., 0.7 MILE SOUTH OF BUILDING ON THE LEFT SIDE OF THE
 NT0429'HIGHWAY AND DIRT ROAD LEADING EAST, 45 FEET EAST OF THE CENTER LINE OF
 NT0429'THE HIGHWAY, 1 1/2 FEET WEST OF A FENCE, 4 FEET LOWER THAN THE
 NT0429'HIGHWAY, AND 4 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 NT0429'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0384 ***********************************************************************
 RZ0384  DESIGNATION -  E 363
 RZ0384  PID         -  RZ0384
 RZ0384  STATE/COUNTY-  ID/NEZ PERCE
 RZ0384  USGS QUAD   -  JULIAETTA (1990)
 RZ0384
 RZ0384                         *CURRENT SURVEY CONTROL
 RZ0384  ___________________________________________________________________
 RZ0384* NAD 83(1986)-  46 30 41.     (N)    116 41 05.     (W)     SCALED    
 RZ0384* NAVD 88     -       260.358  (meters)     854.19   (feet)  POSTED    
 RZ0384  ___________________________________________________________________
 RZ0384  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 RZ0384  DYNAMIC HT  -         260.360 (meters)     854.20  (feet)  COMP
 RZ0384  MODELED GRAV-     980,605.6   (mgal)                       NAVD 88
 RZ0384
 RZ0384  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RZ0384
 RZ0384.The horizontal coordinates were scaled from a topographic map and have
 RZ0384.an estimated accuracy of +/- 6 seconds.
 RZ0384
 RZ0384.The orthometric height was determined by differential leveling
 RZ0384.and adjusted by the National Geodetic Survey in 1992..
 RZ0384.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RZ0384.rate of 3.1 thru 4.0 mm/km.
 RZ0384
 RZ0384.The geoid height was determined by GEOID03.
 RZ0384
 RZ0384.The dynamic height is computed by dividing the NAVD 88
 RZ0384.geopotential number by the normal gravity value computed on the
 RZ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0384.degrees latitude (g = 980.6199 gals.).
 RZ0384
 RZ0384.The modeled gravity was interpolated from observed gravity values.
 RZ0384
 RZ0384;                    North         East    Units  Estimated Accuracy
 RZ0384;SPC ID W     -   538,710.      728,270.      MT  (+/- 180 meters Scaled)
 RZ0384
 RZ0384                          SUPERSEDED SURVEY CONTROL
 RZ0384
 RZ0384  NGVD 29 (??/??/92)  259.358  (m)          850.91   (f) ADJ UNCH    2 0
 RZ0384
 RZ0384.Superseded values are not recommended for survey control.
 RZ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0384.See file dsdata.txt to determine how the superseded data were derived.
 RZ0384
 RZ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM241509(NAD 83)
 RZ0384_MARKER: DD = SURVEY DISK
 RZ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0384_STAMPING: E 363 1959
 RZ0384_MARK LOGO: USE   
 RZ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0384+STABILITY: SURFACE MOTION
 RZ0384
 RZ0384  HISTORY     - Date     Condition        Report By
 RZ0384  HISTORY     - 1959     MONUMENTED       DOD
 RZ0384  HISTORY     - 1980     POOR             NGS
 RZ0384
 RZ0384                          STATION DESCRIPTION
 RZ0384
 RZ0384'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0384'20.05 MI E FROM LEWISTON.
 RZ0384'APPROXIMATELY 20.05 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0384'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0384'CLEARWATER RIVER, ABOUT 30 FEET NORTH OF THE CENTERLINE OF HIGHWAY 9,
 RZ0384'ABOUT IN THE CENTER AND IN LINE WITH A ROW OF FOUR DECIDIOUS TREES AT
 RZ0384'A ROADSIDE REST AREA, 36 FEET SOUTH OF THE TOP OF THE LEFT BANK OF THE
 RZ0384'CLEARWATER RIVER, 3 FEET NORTHEAST OF A 2- BY 2-INCH WHITE WOODEN
 RZ0384'WITNESS POST.  A STANDARD CORPS OF ENGINEERS BRONZE MARKER SET IN THE
 RZ0384'TOP OF A CONCRETE POST.
 RZ0384
 RZ0384                          STATION RECOVERY (1980)
 RZ0384
 RZ0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0384'BENCH MARK RECOVERED ON THIS DATE AS PREVIOUSLY DESCRIBED. NOTE-MARK
 RZ0384'LEANING BADLY, NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0208 ***********************************************************************
 RZ0208  DESIGNATION -  E 364
 RZ0208  PID         -  RZ0208
 RZ0208  STATE/COUNTY-  ID/CLEARWATER
 RZ0208  USGS QUAD   -  AHSAHKA (1994)
 RZ0208
 RZ0208                         *CURRENT SURVEY CONTROL
 RZ0208  ___________________________________________________________________
 RZ0208* NAD 83(1986)-  46 30 00.     (N)    116 22 04.     (W)     SCALED    
 RZ0208* NAVD 88     -       298.295  (meters)     978.66   (feet)  ADJUSTED  
 RZ0208  ___________________________________________________________________
 RZ0208  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 RZ0208  DYNAMIC HT  -         298.285 (meters)     978.62  (feet)  COMP
 RZ0208  MODELED GRAV-     980,573.7   (mgal)                       NAVD 88
 RZ0208
 RZ0208  VERT ORDER  -  FIRST     CLASS II
 RZ0208
 RZ0208.The horizontal coordinates were scaled from a topographic map and have
 RZ0208.an estimated accuracy of +/- 6 seconds.
 RZ0208
 RZ0208.The orthometric height was determined by differential leveling
 RZ0208.and adjusted by the National Geodetic Survey in June 1991..
 RZ0208
 RZ0208.The geoid height was determined by GEOID03.
 RZ0208
 RZ0208.The dynamic height is computed by dividing the NAVD 88
 RZ0208.geopotential number by the normal gravity value computed on the
 RZ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0208.degrees latitude (g = 980.6199 gals.).
 RZ0208
 RZ0208.The modeled gravity was interpolated from observed gravity values.
 RZ0208
 RZ0208;                    North         East    Units  Estimated Accuracy
 RZ0208;SPC ID W     -   537,200.      752,580.      MT  (+/- 180 meters Scaled)
 RZ0208
 RZ0208                          SUPERSEDED SURVEY CONTROL
 RZ0208
 RZ0208  NGVD 29 (??/??/92)  297.285  (m)          975.34   (f) ADJ UNCH    1 2
 RZ0208
 RZ0208.Superseded values are not recommended for survey control.
 RZ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0208.See file dsdata.txt to determine how the superseded data were derived.
 RZ0208
 RZ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM485497(NAD 83)
 RZ0208_MARKER: DD = SURVEY DISK
 RZ0208_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0208_SP_SET: GRANITE OUTCROP
 RZ0208_STAMPING: E 364 1959
 RZ0208_MARK LOGO: USE   
 RZ0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0208+STABILITY: POSITION/ELEVATION WELL
 RZ0208
 RZ0208  HISTORY     - Date     Condition        Report By
 RZ0208  HISTORY     - 1959     MONUMENTED       DOD
 RZ0208  HISTORY     - 1980     GOOD             NGS
 RZ0208
 RZ0208                          STATION DESCRIPTION
 RZ0208
 RZ0208'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0208'38.46 MI E FROM LEWISTON.
 RZ0208'IN CLEARWATER COUNTY, APPROXIMATELY 38.46 MILES EAST ALONG STATE
 RZ0208'HIGHWAYS 95 AND 9 FROM THE COUNTY COURTHOUSE AT LEWISTON, NEZ PERCE
 RZ0208'COUNTY, ON THE LEFT BANK OF THE CLEARWATER RIVER, ABOUT 425 FEET
 RZ0208'UPSTREAM FROM THE SIGN CLEARWATER COUNTY-NEZ PERCE COUNTY LINE, 27
 RZ0208'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 9, ABOUT THE SAME LEVEL AS THE
 RZ0208'HIGHWAY, AND AT THE TOE OF A STEEP ROCK BLUFF.  A STANDARD CORPS OF
 RZ0208'ENGINEERS BRONZE MARKER CEMENTED IN THE TOP OF A GRANITE OUTCROP AND
 RZ0208'MARKED WITH WHITE PAINT.
 RZ0208
 RZ0208                          STATION RECOVERY (1980)
 RZ0208
 RZ0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0208'9.5 KILOMETERS (5.9 MILES) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ0208'JUNCTION OF STATE HIGHWAY 7 IN OROFINO, 0.3 KILOMETER (0.2 MILE)
 RZ0208'EAST OF HIGHWAY MILEPOST 38, 0.2 KILOMETER (0.1 MILE) EAST OF THE
 RZ0208'CLEARWATER-NEZ PERCE COUNTY LINE, SET IN TOP OF A ROCK OUTCROP AND
 RZ0208'MARKED BY THE PAINTED INITIALS -BM-, 8.3 METERS (27.0 FEET) SOUTH OF
 RZ0208'THE CENTERLINE OF THE HIGHWAY, 30.5 METERS (100 FEET) EAST OF AN
 RZ0208'UNDERGROUND TELEPHONE CABLE JUNCTION BOX, 3.7 METERS (12.0 FEET)
 RZ0208'WEST-SOUTHWEST OF A 15-CENTIMETER (6-INCH) DIAMETER WHITE PINE, 2.0
 RZ0208'METERS (6.5 FEET) NORTH OF THE NORTH FACE OF A LARGE, SMOOTH GRANITE
 RZ0208'OVERHANG.
 RZ0208'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0498 ***********************************************************************
 RY0498  DESIGNATION -  E 365
 RY0498  PID         -  RY0498
 RY0498  STATE/COUNTY-  ID/IDAHO
 RY0498  USGS QUAD   -  GODDARD POINT (1995)
 RY0498
 RY0498                         *CURRENT SURVEY CONTROL
 RY0498  ___________________________________________________________________
 RY0498* NAD 83(1986)-  46 06 16.     (N)    115 33 34.     (W)     SCALED    
 RY0498* NAVD 88     -       465.805  (meters)    1528.23   (feet)  ADJUSTED  
 RY0498  ___________________________________________________________________
 RY0498  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 RY0498  DYNAMIC HT  -         465.740 (meters)    1528.02  (feet)  COMP
 RY0498  MODELED GRAV-     980,464.5   (mgal)                       NAVD 88
 RY0498
 RY0498  VERT ORDER  -  SECOND    CLASS 0
 RY0498
 RY0498.The horizontal coordinates were scaled from a topographic map and have
 RY0498.an estimated accuracy of +/- 6 seconds.
 RY0498
 RY0498.The orthometric height was determined by differential leveling
 RY0498.and adjusted by the National Geodetic Survey in June 1991..
 RY0498
 RY0498.The geoid height was determined by GEOID03.
 RY0498
 RY0498.The dynamic height is computed by dividing the NAVD 88
 RY0498.geopotential number by the normal gravity value computed on the
 RY0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0498.degrees latitude (g = 980.6199 gals.).
 RY0498
 RY0498.The modeled gravity was interpolated from observed gravity values.
 RY0498
 RY0498;                    North         East    Units  Estimated Accuracy
 RY0498;SPC ID W     -   493,070.      814,730.      MT  (+/- 180 meters Scaled)
 RY0498
 RY0498                          SUPERSEDED SURVEY CONTROL
 RY0498
 RY0498  NGVD 29 (??/??/92)  464.704  (m)         1524.62   (f) ADJ UNCH    2 0
 RY0498
 RY0498.Superseded values are not recommended for survey control.
 RY0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0498.See file dsdata.txt to determine how the superseded data were derived.
 RY0498
 RY0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM113066(NAD 83)
 RY0498_MARKER: DB = BENCH MARK DISK
 RY0498_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RY0498_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RY0498_STAMPING: E 365 1965
 RY0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0498
 RY0498  HISTORY     - Date     Condition        Report By
 RY0498  HISTORY     - 1965     MONUMENTED       CGS
 RY0498
 RY0498                          STATION DESCRIPTION
 RY0498
 RY0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0498'3.85 MI SE FROM LOWELL.
 RY0498'3.85 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0498'U.S. HIGHWAY 12 AT LOWELL, ACROSS THE ROAD FROM A CAMP GROUNDS, 58
 RY0498'FEET EAST OF THE CENTER LINE OF THE ROAD, 24 FEET WEST OF A 24-INCH
 RY0498'PINE TREE WITH 14-INCH LONG BLAZE, 2 1/2 FEET NORTH OF A TELEPHONE
 RY0498'POLE WITH GUY WIRE AND IN LINE WITH THE POLES, 1.0 FOOT SOUTH OF A
 RY0498'WITNESS POST, ABOUT 8 FEET HIGHER THAN THE ROAD, AND WELDED ON THE TOP
 RY0498'OF AN IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0360 ***********************************************************************
 RY0360  DESIGNATION -  E 366
 RY0360  PID         -  RY0360
 RY0360  STATE/COUNTY-  ID/IDAHO
 RY0360  USGS QUAD   -  FOG MOUNTAIN (1995)
 RY0360
 RY0360                         *CURRENT SURVEY CONTROL
 RY0360  ___________________________________________________________________
 RY0360* NAD 83(1986)-  46 04 49.     (N)    115 09 29.     (W)     SCALED    
 RY0360* NAVD 88     -       598.277  (meters)    1962.85   (feet)  ADJUSTED  
 RY0360  ___________________________________________________________________
 RY0360  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 RY0360  DYNAMIC HT  -         598.022 (meters)    1962.01  (feet)  COMP
 RY0360  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 RY0360
 RY0360  VERT ORDER  -  SECOND    CLASS 0
 RY0360
 RY0360.The horizontal coordinates were scaled from a topographic map and have
 RY0360.an estimated accuracy of +/- 6 seconds.
 RY0360
 RY0360.The orthometric height was determined by differential leveling
 RY0360.and adjusted by the National Geodetic Survey in June 1991..
 RY0360
 RY0360.The geoid height was determined by GEOID03.
 RY0360
 RY0360.The dynamic height is computed by dividing the NAVD 88
 RY0360.geopotential number by the normal gravity value computed on the
 RY0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0360.degrees latitude (g = 980.6199 gals.).
 RY0360
 RY0360.The modeled gravity was interpolated from observed gravity values.
 RY0360
 RY0360;                    North         East    Units  Estimated Accuracy
 RY0360;SPC ID W     -   490,530.      845,790.      MT  (+/- 180 meters Scaled)
 RY0360
 RY0360                          SUPERSEDED SURVEY CONTROL
 RY0360
 RY0360  NGVD 29 (??/??/92)  596.986  (m)         1958.61   (f) ADJ UNCH    2 0
 RY0360
 RY0360.Superseded values are not recommended for survey control.
 RY0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0360.See file dsdata.txt to determine how the superseded data were derived.
 RY0360
 RY0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM424046(NAD 83)
 RY0360_MARKER: DB = BENCH MARK DISK
 RY0360_SETTING: 66 = SET IN ROCK OUTCROP
 RY0360_SP_SET: OUTCROP
 RY0360_STAMPING: E 366 1965
 RY0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0360+STABILITY: POSITION/ELEVATION WELL
 RY0360
 RY0360  HISTORY     - Date     Condition        Report By
 RY0360  HISTORY     - 1965     MONUMENTED       CGS
 RY0360
 RY0360                          STATION DESCRIPTION
 RY0360
 RY0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0360'26.85 MI E FROM LOWELL.
 RY0360'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0360'HIGHWAY 12 AT LOWELL, THENCE 7.25 MILES EAST ALONG THE SELWAY RIVER
 RY0360'TRAIL, IN THE TOP AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF A 6-
 RY0360'BY 5-FOOT OUTCROP, ABOUT 200 FEET SOUTH OF THE CENTER OF A SHARP TURN
 RY0360'IN THE TRAIL, 12 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL, 15
 RY0360'FEET NORTHEAST OF A PINE TREE, ABOUT 125 FEET HIGHER THAN THE RIVER
 RY0360'AND 6 FEET LOWER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0185 ***********************************************************************
 RY0185  DESIGNATION -  E 367
 RY0185  PID         -  RY0185
 RY0185  STATE/COUNTY-  ID/IDAHO
 RY0185  USGS QUAD   -  SHISSLER PEAK (1995)
 RY0185
 RY0185                         *CURRENT SURVEY CONTROL
 RY0185  ___________________________________________________________________
 RY0185* NAD 83(1986)-  46 10 30.     (N)    114 53 22.     (W)     SCALED    
 RY0185* NAVD 88     -       719.541  (meters)    2360.69   (feet)  ADJUSTED  
 RY0185  ___________________________________________________________________
 RY0185  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 RY0185  DYNAMIC HT  -         719.253 (meters)    2359.75  (feet)  COMP
 RY0185  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 RY0185
 RY0185  VERT ORDER  -  SECOND    CLASS 0
 RY0185
 RY0185.The horizontal coordinates were scaled from a topographic map and have
 RY0185.an estimated accuracy of +/- 6 seconds.
 RY0185
 RY0185.The orthometric height was determined by differential leveling
 RY0185.and adjusted by the National Geodetic Survey in June 1991..
 RY0185
 RY0185.The geoid height was determined by GEOID03.
 RY0185
 RY0185.The dynamic height is computed by dividing the NAVD 88
 RY0185.geopotential number by the normal gravity value computed on the
 RY0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0185.degrees latitude (g = 980.6199 gals.).
 RY0185
 RY0185.The modeled gravity was interpolated from observed gravity values.
 RY0185
 RY0185;                    North         East    Units  Estimated Accuracy
 RY0185;SPC ID W     -   501,250.      866,450.      MT  (+/- 180 meters Scaled)
 RY0185
 RY0185                          SUPERSEDED SURVEY CONTROL
 RY0185
 RY0185  NGVD 29 (??/??/92)  718.229  (m)         2356.39   (f) ADJ UNCH    2 0
 RY0185
 RY0185.Superseded values are not recommended for survey control.
 RY0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0185.See file dsdata.txt to determine how the superseded data were derived.
 RY0185
 RY0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM629156(NAD 83)
 RY0185_MARKER: DB = BENCH MARK DISK
 RY0185_SETTING: 66 = SET IN ROCK OUTCROP
 RY0185_SP_SET: ROCK OUTCROP
 RY0185_STAMPING: E 367 1965
 RY0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0185+STABILITY: POSITION/ELEVATION WELL
 RY0185
 RY0185  HISTORY     - Date     Condition        Report By
 RY0185  HISTORY     - 1965     MONUMENTED       CGS
 RY0185
 RY0185                          STATION DESCRIPTION
 RY0185
 RY0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0185'4.2 MI NE FROM MOOSE CREEK.
 RY0185'4.2 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0185'RANGER STATION AT MOOSE CREEK, NEAR MOOSE CREEK RANCH, AT THE
 RY0185'SOUTH-SOUTHWEST END OF MOOSE CREEK RANCH AIRSTRIP, IN THE TOP OF A 6-
 RY0185'BY 10-FOOT ROCK OUTCROP, 65 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF
 RY0185'THE TRAIL, 30 FEET WEST OF THE EXTENDED CENTER LINE OF THE NORTH-SOUTH
 RY0185'RUNWAY, 82 FEET SOUTH-SOUTHWEST OF A FENCE, AND ABOUT 3 FEET HIGHER
 RY0185'THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0213 ***********************************************************************
 RY0213  DESIGNATION -  E 368
 RY0213  PID         -  RY0213
 RY0213  STATE/COUNTY-  ID/IDAHO
 RY0213  USGS QUAD   -  JEANETTE MOUNTAIN (1994)
 RY0213
 RY0213                         *CURRENT SURVEY CONTROL
 RY0213  ___________________________________________________________________
 RY0213* NAD 83(1986)-  46 16 29.     (N)    114 35 06.     (W)     SCALED    
 RY0213* NAVD 88     -      1388.804  (meters)    4556.43   (feet)  ADJUSTED  
 RY0213  ___________________________________________________________________
 RY0213  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 RY0213  DYNAMIC HT  -        1388.163 (meters)    4554.33  (feet)  COMP
 RY0213  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 RY0213
 RY0213  VERT ORDER  -  SECOND    CLASS 0
 RY0213
 RY0213.The horizontal coordinates were scaled from a topographic map and have
 RY0213.an estimated accuracy of +/- 6 seconds.
 RY0213
 RY0213.The orthometric height was determined by differential leveling
 RY0213.and adjusted by the National Geodetic Survey in June 1991..
 RY0213
 RY0213.The geoid height was determined by GEOID03.
 RY0213
 RY0213.The dynamic height is computed by dividing the NAVD 88
 RY0213.geopotential number by the normal gravity value computed on the
 RY0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0213.degrees latitude (g = 980.6199 gals.).
 RY0213
 RY0213.The modeled gravity was interpolated from observed gravity values.
 RY0213
 RY0213;                    North         East    Units  Estimated Accuracy
 RY0213;SPC ID W     -   512,630.      889,790.      MT  (+/- 180 meters Scaled)
 RY0213
 RY0213                          SUPERSEDED SURVEY CONTROL
 RY0213
 RY0213  NGVD 29 (??/??/92) 1387.396  (m)         4551.81   (f) ADJ UNCH    2 0
 RY0213
 RY0213.Superseded values are not recommended for survey control.
 RY0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0213.See file dsdata.txt to determine how the superseded data were derived.
 RY0213
 RY0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM860274(NAD 83)
 RY0213_MARKER: DB = BENCH MARK DISK
 RY0213_SETTING: 66 = SET IN ROCK OUTCROP
 RY0213_SP_SET: OUTCROP
 RY0213_STAMPING: E 368 1965
 RY0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0213+STABILITY: POSITION/ELEVATION WELL
 RY0213
 RY0213  HISTORY     - Date     Condition        Report By
 RY0213  HISTORY     - 1965     MONUMENTED       CGS
 RY0213
 RY0213                          STATION DESCRIPTION
 RY0213
 RY0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0213'26.2 MI NE FROM MOOSE CREEK.
 RY0213'13.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0213'RANGER STATION AT MOOSE CREEK, THENCE 12.8 MILES NORTHEAST ALONG EAST
 RY0213'FORK MOOSE CREEK TRAIL, ON A ROCKY RIDGE, IN THE TOP OF A 10- BY
 RY0213'40-FOOT OUTCROP, 32 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL,
 RY0213'ABOUT 40 FEET HIGHER THAN THE CREEK AND 1 FOOT HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0644 ***********************************************************************
 OY0644  DESIGNATION -  E 37
 OY0644  PID         -  OY0644
 OY0644  STATE/COUNTY-  ID/BUTTE
 OY0644  USGS QUAD   -  BIG SOUTHERN BUTTE (1972)
 OY0644
 OY0644                         *CURRENT SURVEY CONTROL
 OY0644  ___________________________________________________________________
 OY0644* NAD 83(1986)-  43 29 27.     (N)    113 02 08.     (W)     SCALED    
 OY0644* NAVD 88     -      1543.181  (meters)    5062.92   (feet)  ADJUSTED  
 OY0644  ___________________________________________________________________
 OY0644  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 OY0644  DYNAMIC HT  -        1542.351 (meters)    5060.20  (feet)  COMP
 OY0644  MODELED GRAV-     980,026.8   (mgal)                       NAVD 88
 OY0644
 OY0644  VERT ORDER  -  FIRST     CLASS II
 OY0644
 OY0644.The horizontal coordinates were scaled from a topographic map and have
 OY0644.an estimated accuracy of +/- 6 seconds.
 OY0644
 OY0644.The orthometric height was determined by differential leveling
 OY0644.and adjusted by the National Geodetic Survey in June 1991..
 OY0644
 OY0644.The geoid height was determined by GEOID03.
 OY0644
 OY0644.The dynamic height is computed by dividing the NAVD 88
 OY0644.geopotential number by the normal gravity value computed on the
 OY0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0644.degrees latitude (g = 980.6199 gals.).
 OY0644
 OY0644.The modeled gravity was interpolated from observed gravity values.
 OY0644
 OY0644;                    North         East    Units  Estimated Accuracy
 OY0644;SPC ID C     -   203,080.      578,010.      MT  (+/- 180 meters Scaled)
 OY0644
 OY0644                          SUPERSEDED SURVEY CONTROL
 OY0644
 OY0644  NGVD 29 (08/20/92) 1542.118  (m)         5059.43   (f) ADJUSTED    1 2
 OY0644
 OY0644.Superseded values are not recommended for survey control.
 OY0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0644.See file dsdata.txt to determine how the superseded data were derived.
 OY0644
 OY0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP354173(NAD 83)
 OY0644_MARKER: DB = BENCH MARK DISK
 OY0644_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY0644_SP_SET: PREFAB CONC. POST IN EARTH
 OY0644_STAMPING: E 37 1934
 OY0644_MARK LOGO: CGS   
 OY0644_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0644+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0644
 OY0644  HISTORY     - Date     Condition        Report By
 OY0644  HISTORY     - 1934     MONUMENTED       CGS
 OY0644  HISTORY     - 1948     GOOD             NGS
 OY0644  HISTORY     - 19920619 GOOD             NGS
 OY0644
 OY0644                          STATION DESCRIPTION
 OY0644
 OY0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0644'17.7 MI SE FROM ARCO.
 OY0644'ABOUT 17.7 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OY0644'THE STATION AT ARCO, ABOUT 800 FEET EAST OF MILEPOST NO. 42, ABOUT 600
 OY0644'FEET EAST OF RAILROAD CULVERT NO. 41.93, ABOUT 270 FEET WEST OF THE
 OY0644'EAST END OF A ROCK CUT, 42.0 FEET SOUTH OF THE CENTER LINE OF THE
 OY0644'RAILROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 OY0644'THE GROUND.
 OY0644
 OY0644                          STATION RECOVERY (1992)
 OY0644
 OY0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0644'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0644'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 23.4 KM (14.55 MI)
 OY0644'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, 12.2 M (40.0 FT)
 OY0644'SOUTH OF THE NEAR RAIL, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M
 OY0644'(1.0 FT) ABOVE THE LEVEL OF THE TRACK, AND THE MONUMENT IS FLUSH WITH
 OY0644'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0188 ***********************************************************************
 PZ0188  DESIGNATION -  E 370
 PZ0188  PID         -  PZ0188
 PZ0188  STATE/COUNTY-  ID/CLARK
 PZ0188  USGS QUAD   -  GARDNER LAKE (1972)
 PZ0188
 PZ0188                         *CURRENT SURVEY CONTROL
 PZ0188  ___________________________________________________________________
 PZ0188* NAD 83(1986)-  44 20 59.     (N)    112 07 02.     (W)     SCALED    
 PZ0188* NAVD 88     -      1819.839  (meters)    5970.59   (feet)  POSTED    
 PZ0188  ___________________________________________________________________
 PZ0188  GEOID HEIGHT-         -10.17  (meters)                     GEOID03
 PZ0188  DYNAMIC HT  -        1818.880 (meters)    5967.44  (feet)  COMP
 PZ0188  MODELED GRAV-     980,025.4   (mgal)                       NAVD 88
 PZ0188
 PZ0188  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PZ0188
 PZ0188.The horizontal coordinates were scaled from a topographic map and have
 PZ0188.an estimated accuracy of +/- 6 seconds.
 PZ0188
 PZ0188.The orthometric height was determined by differential leveling
 PZ0188.and adjusted by the National Geodetic Survey in 1992..
 PZ0188.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PZ0188.rate of 0.0 thru 1.0 mm/km.
 PZ0188
 PZ0188.The geoid height was determined by GEOID03.
 PZ0188
 PZ0188.The dynamic height is computed by dividing the NAVD 88
 PZ0188.geopotential number by the normal gravity value computed on the
 PZ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0188.degrees latitude (g = 980.6199 gals.).
 PZ0188
 PZ0188.The modeled gravity was interpolated from observed gravity values.
 PZ0188
 PZ0188;                    North         East    Units  Estimated Accuracy
 PZ0188;SPC ID E     -   298,050.      203,940.      MT  (+/- 180 meters Scaled)
 PZ0188
 PZ0188                          SUPERSEDED SURVEY CONTROL
 PZ0188
 PZ0188  NGVD 29 (??/??/92) 1818.625  (m)         5966.61   (f) ADJ UNCH    1 2
 PZ0188
 PZ0188.Superseded values are not recommended for survey control.
 PZ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0188.See file dsdata.txt to determine how the superseded data were derived.
 PZ0188
 PZ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ109113(NAD 83)
 PZ0188_MARKER: DB = BENCH MARK DISK
 PZ0188_SETTING: 80 = SET IN A BOULDER
 PZ0188_SP_SET: BOULDER
 PZ0188_STAMPING: E 370 1965
 PZ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0188+STABILITY: SURFACE MOTION
 PZ0188
 PZ0188  HISTORY     - Date     Condition        Report By
 PZ0188  HISTORY     - 1965     MONUMENTED       CGS
 PZ0188  HISTORY     - 1967     GOOD             NGS
 PZ0188
 PZ0188                          STATION DESCRIPTION
 PZ0188
 PZ0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0188'3.65 MI E FROM SPENCER.
 PZ0188'0.15 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0188'THENCE 3.5 MILES EAST ALONG KILGORE ROAD, 0.05 MILE EAST OF A FENCE
 PZ0188'CORNER WHICH IS ON THE NORTH SIDE OF THE ROAD, AT A SMALL GROUP OF
 PZ0188'BOULDERS, IN THE TOP OF A 1- BY 3-FOOT BOULDER PROJECTING 0.4 FOOT
 PZ0188'ABOVE THE GROUND, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 86
 PZ0188'FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM THE EAST END OF A GATE,
 PZ0188'132 FEET SOUTHWEST AND ACROSS THE ROAD FROM A TELEPHONE POLE, 18.5
 PZ0188'FEET NORTH OF A RAIL FENCE, 4.6 FEET NORTHEAST OF A WITNESS POST, AND
 PZ0188'ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0575 ***********************************************************************
 PY0575  DESIGNATION -  E 371
 PY0575  PID         -  PY0575
 PY0575  STATE/COUNTY-  ID/CLARK
 PY0575  USGS QUAD   -  SHERIDAN RESERVOIR (1965)
 PY0575
 PY0575                         *CURRENT SURVEY CONTROL
 PY0575  ___________________________________________________________________
 PY0575* NAD 83(1986)-  44 28 04.     (N)    111 42 41.     (W)     SCALED    
 PY0575* NAVD 88     -      1986.330  (meters)    6516.82   (feet)  POSTED    
 PY0575  ___________________________________________________________________
 PY0575  GEOID HEIGHT-          -9.35  (meters)                     GEOID03
 PY0575  DYNAMIC HT  -        1985.260 (meters)    6513.31  (feet)  COMP
 PY0575  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 PY0575
 PY0575  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0575
 PY0575.The horizontal coordinates were scaled from a topographic map and have
 PY0575.an estimated accuracy of +/- 6 seconds.
 PY0575
 PY0575.The orthometric height was determined by differential leveling
 PY0575.and adjusted by the National Geodetic Survey in 1992..
 PY0575.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0575.rate of 0.0 thru 1.0 mm/km.
 PY0575
 PY0575.The geoid height was determined by GEOID03.
 PY0575
 PY0575.The dynamic height is computed by dividing the NAVD 88
 PY0575.geopotential number by the normal gravity value computed on the
 PY0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0575.degrees latitude (g = 980.6199 gals.).
 PY0575
 PY0575.The modeled gravity was interpolated from observed gravity values.
 PY0575
 PY0575;                    North         East    Units  Estimated Accuracy
 PY0575;SPC ID E     -   311,270.      236,230.      MT  (+/- 180 meters Scaled)
 PY0575
 PY0575                          SUPERSEDED SURVEY CONTROL
 PY0575
 PY0575  NGVD 29 (??/??/92) 1985.083  (m)         6512.73   (f) ADJ UNCH    1 2
 PY0575
 PY0575.Superseded values are not recommended for survey control.
 PY0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0575.See file dsdata.txt to determine how the superseded data were derived.
 PY0575
 PY0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ434240(NAD 83)
 PY0575_MARKER: DB = BENCH MARK DISK
 PY0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0575_STAMPING: E 371 1965
 PY0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0575+STABILITY: SURFACE MOTION
 PY0575
 PY0575  HISTORY     - Date     Condition        Report By
 PY0575  HISTORY     - 1965     MONUMENTED       CGS
 PY0575  HISTORY     - 1967     GOOD             NGS
 PY0575
 PY0575                          STATION DESCRIPTION
 PY0575
 PY0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0575'12.95 MI E FROM KILGORE.
 PY0575'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0575'7.3 MILES EAST ALONG A COUNTY ROAD, THENCE 2.8 MILES NORTH ALONG A
 PY0575'DIRT ROAD, THENCE 2.05 MILES EAST ALONG KILGORE-YALE ROAD, 0.75 MILE
 PY0575'EAST ALONG FORMER ROAD FROM BENCH MARK LS 10 (USGS), AT A CURVE IN THE
 PY0575'FORMER ROAD, 350 FEET NORTH OF THE CENTER LINE OF THE ROAD, 27 FEET
 PY0575'SOUTH OF THE CENTER LINE OF THE FORMER ROAD, 2.0 WEST OF A WITNESS
 PY0575'POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 PY0575'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0252 ***********************************************************************
 RY0252  DESIGNATION -  E 372
 RY0252  PID         -  RY0252
 RY0252  STATE/COUNTY-  ID/IDAHO
 RY0252  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0252
 RY0252                         *CURRENT SURVEY CONTROL
 RY0252  ___________________________________________________________________
 RY0252* NAD 83(1986)-  46 38 06.     (N)    114 34 47.     (W)     SCALED    
 RY0252* NAVD 88     -      1596.945  (meters)    5239.31   (feet)  ADJUSTED  
 RY0252  ___________________________________________________________________
 RY0252  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RY0252  DYNAMIC HT  -        1596.503 (meters)    5237.86  (feet)  COMP
 RY0252  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 RY0252
 RY0252  VERT ORDER  -  FIRST     CLASS II
 RY0252
 RY0252.The horizontal coordinates were scaled from a topographic map and have
 RY0252.an estimated accuracy of +/- 6 seconds.
 RY0252
 RY0252.The orthometric height was determined by differential leveling
 RY0252.and adjusted by the National Geodetic Survey in June 1991..
 RY0252
 RY0252.The geoid height was determined by GEOID03.
 RY0252
 RY0252.The dynamic height is computed by dividing the NAVD 88
 RY0252.geopotential number by the normal gravity value computed on the
 RY0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0252.degrees latitude (g = 980.6199 gals.).
 RY0252
 RY0252.The modeled gravity was interpolated from observed gravity values.
 RY0252
 RY0252;                    North         East    Units  Estimated Accuracy
 RY0252;SPC ID W     -   552,690.      889,610.      MT  (+/- 180 meters Scaled)
 RY0252
 RY0252                          SUPERSEDED SURVEY CONTROL
 RY0252
 RY0252  NGVD 29 (??/??/92) 1595.708  (m)         5235.25   (f) ADJ UNCH    1 2
 RY0252
 RY0252.Superseded values are not recommended for survey control.
 RY0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0252.See file dsdata.txt to determine how the superseded data were derived.
 RY0252
 RY0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM852674(NAD 83)
 RY0252_MARKER: DB = BENCH MARK DISK
 RY0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0252_STAMPING: E 372 1950
 RY0252_MARK LOGO: CGS   
 RY0252_PROJECTION: PROJECTING 10 CENTIMETERS
 RY0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 RY0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0252+STABILITY: SURFACE MOTION
 RY0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RY0252+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1995
 RY0252
 RY0252  HISTORY     - Date     Condition        Report By
 RY0252  HISTORY     - 1950     MONUMENTED       CGS
 RY0252  HISTORY     - 1964     GOOD             USGS
 RY0252  HISTORY     - 1980     GOOD             NGS
 RY0252  HISTORY     - 19950618 GOOD             NGS
 RY0252  HISTORY     - 20021007 MARK NOT FOUND   IDTD
 RY0252
 RY0252                          STATION DESCRIPTION
 RY0252
 RY0252'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0252'7.8 MI S FROM LOLO HOT SPRINGS.
 RY0252'7.8 MI. S ALONG THE LEWIS AND CLARK HWY. FROM THE GAS STATION AT LOLO
 RY0252'HOT SPRINGS, 14.2 MI. N OF THE POWELL RANGER STATION, AT LOLO PASS,
 RY0252'NEAR THE MONTANA-IDAHO STATE BOUNDARY LINE, 130 FT. SE OF THE E CORNER
 RY0252'OF STATE LINE CABIN, 79 FT. S OF THE APPROXIMATE CENTER OF THE T
 RY0252'JUNCTION OF CROOKED FORK ROAD, 01 FT. SW OF THE CENTER LINE OF THE
 RY0252'HIGHWAY, 3.3 FT. NW OF A WHITE WOODEN WITNESS POST, 4 FT. HIGHER THAN
 RY0252'THE HIGHWAY, CONCRETE POST PROJECTS 0.5 FOOT.
 RY0252
 RY0252                          STATION RECOVERY (1980)
 RY0252
 RY0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0252'12.2 KILOMETERS (7.6 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0252'OUTSIDE CONCRETE SWIMMING POOL IN LOLO HOT SPRINGS, AT LOLO PASS
 RY0252'ON THE MONTANA-IDAHO STATE LINE, SET IN THE SOUTH CORNER OF THE T
 RY0252'JUNCTION OF GRANITE CREEK ROAD, SET ON TOP OF THE EAST EDGE OF A
 RY0252'HIGHWAY CUT, 17.4 METERS (57.0 FEET) WEST-SOUTHWEST OF THE CENTERLINE
 RY0252'OF THE HIGHWAY, 37.5 METERS (123 FEET) SOUTHWEST ACROSS THE HIGHWAY
 RY0252'FROM THE WEST SUPPORT FOR THE CLEARWATER NATIONAL FOREST VISITOR
 RY0252'CENTER SIGN, 26.2 METERS (86.0 FEET) SOUTH-SOUTHEAST OF THE CENTERLINE
 RY0252'OF GRANITER PASS ROAD. NOTE-OLD DESCRIPTION PLACES THE MARK IN
 RY0252'MONTANA BUT U.S. GEOLOGICAL SURVEY QUADRANGLE MAPS PLACE IT IN IDAHO.
 RY0252'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 RY0252'THE MARK IS 1.0 M ABOVE THE HIGHWAY CENTERLINE.
 RY0252
 RY0252                          STATION RECOVERY (1995)
 RY0252
 RY0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 RY0252'RECOVERED AS DESCRIBED.
 RY0252
 RY0252                          STATION RECOVERY (2002)
 RY0252
 RY0252'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (RPP)
 RY0252'THE DESCRIBED AREA HAS BEEN GRADED AND PAVED OVER.  THE DISK WAS
 RY0252'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0456 ***********************************************************************
 OX0456  DESIGNATION -  E 372
 OX0456  PID         -  OX0456
 OX0456  STATE/COUNTY-  ID/FREMONT
 OX0456  USGS QUAD   -  PARKER (1979)
 OX0456
 OX0456                         *CURRENT SURVEY CONTROL
 OX0456  ___________________________________________________________________
 OX0456* NAD 83(1986)-  43 58 28.     (N)    111 46 39.     (W)     SCALED    
 OX0456* NAVD 88     -      1500.350  (meters)    4922.40   (feet)  POSTED    
 OX0456  ___________________________________________________________________
 OX0456  GEOID HEIGHT-         -10.90  (meters)                     GEOID03
 OX0456  DYNAMIC HT  -        1499.610 (meters)    4919.97  (feet)  COMP
 OX0456  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 OX0456
 OX0456  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0456
 OX0456.The horizontal coordinates were scaled from a topographic map and have
 OX0456.an estimated accuracy of +/- 6 seconds.
 OX0456
 OX0456.The orthometric height was determined by differential leveling
 OX0456.and adjusted by the National Geodetic Survey in 1992..
 OX0456.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0456.rate of 0.0 thru 1.0 mm/km.
 OX0456
 OX0456.The geoid height was determined by GEOID03.
 OX0456
 OX0456.The dynamic height is computed by dividing the NAVD 88
 OX0456.geopotential number by the normal gravity value computed on the
 OX0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0456.degrees latitude (g = 980.6199 gals.).
 OX0456
 OX0456.The modeled gravity was interpolated from observed gravity values.
 OX0456
 OX0456;                    North         East    Units  Estimated Accuracy
 OX0456;SPC ID E     -   256,430.      231,230.      MT  (+/- 180 meters Scaled)
 OX0456
 OX0456                          SUPERSEDED SURVEY CONTROL
 OX0456
 OX0456  NGVD 29 (??/??/92) 1499.302  (m)         4918.96   (f) ADJ UNCH    1 2
 OX0456
 OX0456.Superseded values are not recommended for survey control.
 OX0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0456.See file dsdata.txt to determine how the superseded data were derived.
 OX0456
 OX0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP376693(NAD 83)
 OX0456_MARKER: DB = BENCH MARK DISK
 OX0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0456_SP_SET: BRIDGE
 OX0456_STAMPING: E 372 1967
 OX0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0456
 OX0456  HISTORY     - Date     Condition        Report By
 OX0456  HISTORY     - 1967     MONUMENTED       CGS
 OX0456
 OX0456                          STATION DESCRIPTION
 OX0456
 OX0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OX0456'2.4 MI NW FROM PARKER.
 OX0456'0.1 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT PARKER, THENCE
 OX0456'1.0 MILE WEST ALONG A COUNTY ROAD, THENCE 1.3 MILES NORTH ALONG A
 OX0456'COUNTY ROAD, 0.3 MILE NORTH OF THE JUNCTION OF AN EAST WEST ROAD, IN
 OX0456'THE TOP AND 1.0 FOOT NORTH OF THE SOUTH END OF THE EAST CONCRETE
 OX0456'GUARDWALL OF A CONCRETE BRIDGE OVER ST ANTHONY CANAL, 15 FEET EAST OF
 OX0456'THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0534 ***********************************************************************
 PY0534  DESIGNATION -  E 373
 PY0534  PID         -  PY0534
 PY0534  STATE/COUNTY-  ID/CLARK
 PY0534  USGS QUAD   -  SPLIT ROCK (1972)
 PY0534
 PY0534                         *CURRENT SURVEY CONTROL
 PY0534  ___________________________________________________________________
 PY0534* NAD 83(1986)-  44 14 52.     (N)    111 52 12.     (W)     SCALED    
 PY0534* NAVD 88     -      1886.675  (meters)    6189.87   (feet)  POSTED    
 PY0534  ___________________________________________________________________
 PY0534  GEOID HEIGHT-         -10.28  (meters)                     GEOID03
 PY0534  DYNAMIC HT  -        1885.620 (meters)    6186.40  (feet)  COMP
 PY0534  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 PY0534
 PY0534  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0534
 PY0534.The horizontal coordinates were scaled from a topographic map and have
 PY0534.an estimated accuracy of +/- 6 seconds.
 PY0534
 PY0534.The orthometric height was determined by differential leveling
 PY0534.and adjusted by the National Geodetic Survey in 1992..
 PY0534.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0534.rate of 0.0 thru 1.0 mm/km.
 PY0534
 PY0534.The geoid height was determined by GEOID03.
 PY0534
 PY0534.The dynamic height is computed by dividing the NAVD 88
 PY0534.geopotential number by the normal gravity value computed on the
 PY0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0534.degrees latitude (g = 980.6199 gals.).
 PY0534
 PY0534.The modeled gravity was interpolated from observed gravity values.
 PY0534
 PY0534;                    North         East    Units  Estimated Accuracy
 PY0534;SPC ID E     -   286,770.      223,690.      MT  (+/- 180 meters Scaled)
 PY0534
 PY0534                          SUPERSEDED SURVEY CONTROL
 PY0534
 PY0534  NGVD 29 (??/??/92) 1885.442  (m)         6185.82   (f) ADJ UNCH    1 2
 PY0534
 PY0534.Superseded values are not recommended for survey control.
 PY0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0534.See file dsdata.txt to determine how the superseded data were derived.
 PY0534
 PY0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP305997(NAD 83)
 PY0534_MARKER: DB = BENCH MARK DISK
 PY0534_SETTING: 66 = SET IN ROCK OUTCROP
 PY0534_SP_SET: LAVA OUTCROP
 PY0534_STAMPING: E 373 1967
 PY0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0534+STABILITY: POSITION/ELEVATION WELL
 PY0534
 PY0534  HISTORY     - Date     Condition        Report By
 PY0534  HISTORY     - 1967     MONUMENTED       CGS
 PY0534
 PY0534                          STATION DESCRIPTION
 PY0534
 PY0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0534'12.55 MI S FROM KILGORE.
 PY0534'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0534'11.75 MILES SOUTH ALONG THE ROAD TO ST ANTHONY, 0.15 MILE NORTHWEST OF
 PY0534'THE JUNCTION OF A DIRT ROAD, IN THE TOP OF A LARGE LAVA OUTCROP WHICH
 PY0534'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 65 FEET NORTHEAST OF THE
 PY0534'CENTER LINE OF THE ROAD, 22.1 FEET NORTHEAST OF A WITNESS POST, AND
 PY0534'ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0193 ***********************************************************************
 PZ0193  DESIGNATION -  E 374
 PZ0193  PID         -  PZ0193
 PZ0193  STATE/COUNTY-  ID/CLARK
 PZ0193  USGS QUAD   -  GARDNER LAKE (1972)
 PZ0193
 PZ0193                         *CURRENT SURVEY CONTROL
 PZ0193  ___________________________________________________________________
 PZ0193* NAD 83(1986)-  44 21 00.     (N)    112 01 35.     (W)     SCALED    
 PZ0193* NAVD 88     -      1871.092  (meters)    6138.74   (feet)  POSTED    
 PZ0193  ___________________________________________________________________
 PZ0193  GEOID HEIGHT-         -10.10  (meters)                     GEOID03
 PZ0193  DYNAMIC HT  -        1870.070 (meters)    6135.39  (feet)  COMP
 PZ0193  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 PZ0193
 PZ0193  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PZ0193
 PZ0193.The horizontal coordinates were scaled from a topographic map and have
 PZ0193.an estimated accuracy of +/- 6 seconds.
 PZ0193
 PZ0193.The orthometric height was determined by differential leveling
 PZ0193.and adjusted by the National Geodetic Survey in 1992..
 PZ0193.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PZ0193.rate of 0.0 thru 1.0 mm/km.
 PZ0193
 PZ0193.The geoid height was determined by GEOID03.
 PZ0193
 PZ0193.The dynamic height is computed by dividing the NAVD 88
 PZ0193.geopotential number by the normal gravity value computed on the
 PZ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0193.degrees latitude (g = 980.6199 gals.).
 PZ0193
 PZ0193.The modeled gravity was interpolated from observed gravity values.
 PZ0193
 PZ0193;                    North         East    Units  Estimated Accuracy
 PZ0193;SPC ID E     -   298,090.      211,180.      MT  (+/- 180 meters Scaled)
 PZ0193
 PZ0193                          SUPERSEDED SURVEY CONTROL
 PZ0193
 PZ0193  NGVD 29 (??/??/92) 1869.852  (m)         6134.67   (f) ADJ UNCH    1 2
 PZ0193
 PZ0193.Superseded values are not recommended for survey control.
 PZ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0193.See file dsdata.txt to determine how the superseded data were derived.
 PZ0193
 PZ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ181112(NAD 83)
 PZ0193_MARKER: DB = BENCH MARK DISK
 PZ0193_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0193_SP_SET: OUTCROP
 PZ0193_STAMPING: E 374 1967
 PZ0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0193+STABILITY: POSITION/ELEVATION WELL
 PZ0193
 PZ0193  HISTORY     - Date     Condition        Report By
 PZ0193  HISTORY     - 1967     MONUMENTED       CGS
 PZ0193
 PZ0193                          STATION DESCRIPTION
 PZ0193
 PZ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PZ0193'8.1 MI E FROM SPENCER.
 PZ0193'0.15 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0193'THENCE 7.95 MILES EAST ALONG KILGORE ROAD, ON A ROCKY KNOLL, IN THE
 PZ0193'TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 62
 PZ0193'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 136 FEET SOUTH-SOUTHEAST
 PZ0193'AND ACROSS THE ROAD FROM THE EAST END OF A GATE, 50.5 FEET NORTH OF A
 PZ0193'FENCE, 3.5 FEET NORTH OF A WITNESS POST, AND ABOUT 4 FEET HIGHER THAN
 PZ0193'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0075 ***********************************************************************
 NU0075  DESIGNATION -  E 375
 NU0075  PID         -  NU0075
 NU0075  STATE/COUNTY-  ID/BANNOCK
 NU0075  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0075
 NU0075                         *CURRENT SURVEY CONTROL
 NU0075  ___________________________________________________________________
 NU0075* NAD 83(1986)-  42 52 36.     (N)    112 27 02.     (W)     SCALED    
 NU0075* NAVD 88     -      1361.839  (meters)    4467.97   (feet)  ADJUSTED  
 NU0075  ___________________________________________________________________
 NU0075  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NU0075  DYNAMIC HT  -        1361.066 (meters)    4465.43  (feet)  COMP
 NU0075  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 NU0075
 NU0075  VERT ORDER  -  FIRST     CLASS I
 NU0075
 NU0075.The horizontal coordinates were scaled from a topographic map and have
 NU0075.an estimated accuracy of +/- 6 seconds.
 NU0075
 NU0075.The orthometric height was determined by differential leveling
 NU0075.and adjusted by the National Geodetic Survey in June 1991..
 NU0075
 NU0075.The geoid height was determined by GEOID03.
 NU0075
 NU0075.The dynamic height is computed by dividing the NAVD 88
 NU0075.geopotential number by the normal gravity value computed on the
 NU0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0075.degrees latitude (g = 980.6199 gals.).
 NU0075
 NU0075.The modeled gravity was interpolated from observed gravity values.
 NU0075
 NU0075;                    North         East    Units  Estimated Accuracy
 NU0075;SPC ID E     -   134,440.      176,810.      MT  (+/- 180 meters Scaled)
 NU0075
 NU0075                          SUPERSEDED SURVEY CONTROL
 NU0075
 NU0075  NGVD 29 (??/??/92) 1360.79   (m)         4464.5    (f) COMPUTED    1 1
 NU0075
 NU0075.Superseded values are not recommended for survey control.
 NU0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0075.See file dsdata.txt to determine how the superseded data were derived.
 NU0075
 NU0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN815481(NAD 83)
 NU0075_MARKER: DB = BENCH MARK DISK
 NU0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0075_STAMPING: E 375 1967
 NU0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0075+STABILITY: SURFACE MOTION
 NU0075
 NU0075  HISTORY     - Date     Condition        Report By
 NU0075  HISTORY     - 1967     MONUMENTED       CGS
 NU0075  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0075
 NU0075                          STATION DESCRIPTION
 NU0075
 NU0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0075'0.95 MI N FROM POCATELLO.
 NU0075'0.95 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0075'POCATELLO, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF YELLOWSTONE
 NU0075'AVENUE AND OAK STREET, ABOUT 300 FEET SOUTH OF BENCH MARK G 115, 41.3
 NU0075'FEET EAST OF THE EAST RAIL, 48 FEET SOUTH OF THE CENTER LINE OF THE
 NU0075'STREET, 45 FEET WEST OF THE CENTER LINE OF THE AVENUE, 2 FEET WEST OF
 NU0075'A POWER POLE, 1.4 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 NU0075'THAN THE AVENUE, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 NU0075'DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 30 FEET.  THE UPPPER PORTION
 NU0075'OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NU0075'GROUND.
 NU0075
 NU0075                          STATION RECOVERY (1971)
 NU0075
 NU0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0076 ***********************************************************************
 NU0076  DESIGNATION -  E 375 RESET
 NU0076  PID         -  NU0076
 NU0076  STATE/COUNTY-  ID/BANNOCK
 NU0076  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0076
 NU0076                         *CURRENT SURVEY CONTROL
 NU0076  ___________________________________________________________________
 NU0076* NAD 83(1986)-  42 52 34.     (N)    112 27 06.     (W)     SCALED    
 NU0076* NAVD 88     -      1361.026  (meters)    4465.30   (feet)  ADJUSTED  
 NU0076  ___________________________________________________________________
 NU0076  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NU0076  DYNAMIC HT  -        1360.255 (meters)    4462.77  (feet)  COMP
 NU0076  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 NU0076
 NU0076  VERT ORDER  -  FIRST     CLASS II
 NU0076
 NU0076.The horizontal coordinates were scaled from a topographic map and have
 NU0076.an estimated accuracy of +/- 6 seconds.
 NU0076
 NU0076.The orthometric height was determined by differential leveling
 NU0076.and adjusted by the National Geodetic Survey in June 1991..
 NU0076
 NU0076.The geoid height was determined by GEOID03.
 NU0076
 NU0076.The dynamic height is computed by dividing the NAVD 88
 NU0076.geopotential number by the normal gravity value computed on the
 NU0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0076.degrees latitude (g = 980.6199 gals.).
 NU0076
 NU0076.The modeled gravity was interpolated from observed gravity values.
 NU0076
 NU0076;                    North         East    Units  Estimated Accuracy
 NU0076;SPC ID E     -   134,380.      176,720.      MT  (+/- 180 meters Scaled)
 NU0076
 NU0076                          SUPERSEDED SURVEY CONTROL
 NU0076
 NU0076  NGVD 29 (08/20/92) 1359.981  (m)         4461.87   (f) ADJUSTED    1 2
 NU0076
 NU0076.Superseded values are not recommended for survey control.
 NU0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0076.See file dsdata.txt to determine how the superseded data were derived.
 NU0076
 NU0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN814480(NAD 83)
 NU0076_MARKER: DB = BENCH MARK DISK
 NU0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0076_STAMPING: E 375 RESET 1970
 NU0076_MARK LOGO: NGS   
 NU0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0076+STABILITY: SURFACE MOTION
 NU0076
 NU0076  HISTORY     - Date     Condition        Report By
 NU0076  HISTORY     - 1970     MONUMENTED       NGS
 NU0076  HISTORY     - 1983     GOOD             NGS
 NU0076
 NU0076                          STATION DESCRIPTION
 NU0076
 NU0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NU0076'IN POCATELLO.
 NU0076'IN NORTH CENTRAL POCATELLO, 194 FEET SOUTH OF THE CENTER OF OAK
 NU0076'STREET, (U.S. HIGHWAY 30N), 133 FEET NORTH-NORTHWEST OF THE NORTHEAST
 NU0076'CORNER OF A CYCLONE FENCE, 108 FEET WEST OF RAILROAD MILE POST NO.
 NU0076'135, 75 FEET WEST OF THE NEAREST RAIL OF THE RAILROAD TRACKS, 9 FEET
 NU0076'NORTHWEST OF A POWER POLE WHERE THE POWER LINE CROSSES THE RAILROAD
 NU0076'TRACKS, AND 1 FOOT EAST OF A METAL WITNESS POST SET IN A 10-INCH
 NU0076'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 NU0076
 NU0076                          STATION RECOVERY (1983)
 NU0076
 NU0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0076'RECOVERED IN GOOD CONDITION.  THE 1970 DESCRIPTION IS ADEQUATE EXCEPT
 NU0076'DELETE 1 FOOT EAST OF A METAL WITNESS POST.  ADD 1.5 METERS (5.0 FT)
 NU0076'NORTH OF A FENCE AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0277 ***********************************************************************
 NU0277  DESIGNATION -  E 376
 NU0277  PID         -  NU0277
 NU0277  STATE/COUNTY-  ID/BANNOCK
 NU0277  USGS QUAD   -  OXFORD (1968)
 NU0277
 NU0277                         *CURRENT SURVEY CONTROL
 NU0277  ___________________________________________________________________
 NU0277* NAD 83(1986)-  42 18 47.     (N)    112 00 13.     (W)     SCALED    
 NU0277* NAVD 88     -      1457.853  (meters)    4782.97   (feet)  ADJUSTED  
 NU0277  ___________________________________________________________________
 NU0277  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 NU0277  DYNAMIC HT  -        1456.888 (meters)    4779.81  (feet)  COMP
 NU0277  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 NU0277  OBS GRAVITY -     979,908.7   (mgal)                       GRAV_OBS
 NU0277
 NU0277  VERT ORDER  -  FIRST     CLASS I
 NU0277
 NU0277.The horizontal coordinates were scaled from a topographic map and have
 NU0277.an estimated accuracy of +/- 6 seconds.
 NU0277
 NU0277.The orthometric height was determined by differential leveling
 NU0277.and adjusted by the National Geodetic Survey in June 1991..
 NU0277
 NU0277.The geoid height was determined by GEOID03.
 NU0277
 NU0277.The dynamic height is computed by dividing the NAVD 88
 NU0277.geopotential number by the normal gravity value computed on the
 NU0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0277.degrees latitude (g = 980.6199 gals.).
 NU0277
 NU0277.The modeled gravity was interpolated from observed gravity values.
 NU0277.The observed gravity was obtained from relative gravimeter ties
 NU0277.to the IGSN71 gravity network.
 NU0277
 NU0277;                    North         East    Units  Estimated Accuracy
 NU0277;SPC ID E     -    71,810.      213,440.      MT  (+/- 180 meters Scaled)
 NU0277
 NU0277                          SUPERSEDED SURVEY CONTROL
 NU0277
 NU0277  NGVD 29 (??/??/92) 1456.788  (m)         4779.48   (f) ADJ UNCH    1 1
 NU0277
 NU0277.Superseded values are not recommended for survey control.
 NU0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0277.See file dsdata.txt to determine how the superseded data were derived.
 NU0277
 NU0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM172850(NAD 83)
 NU0277_MARKER: DB = BENCH MARK DISK
 NU0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0277_SP_SET: CULVERT
 NU0277_STAMPING: E 376 1967
 NU0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0277
 NU0277  HISTORY     - Date     Condition        Report By
 NU0277  HISTORY     - 1967     MONUMENTED       CGS
 NU0277
 NU0277                          STATION DESCRIPTION
 NU0277
 NU0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0277'IN SWAN LAKE.
 NU0277'AT SWAN LAKE, 0.05 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE
 NU0277'JUNCTION OF U.S. HIGHWAY 91, AT THE CROSSING OF THE UNION PACIFIC
 NU0277'RAILROAD, ABOUT 3 POLES SOUTHEAST OF RAILROAD MILEPOLE 84.75, IN THE
 NU0277'TOP OF THE CENTER OF THE CONCRETE HEAD WALL OF CONCRETE BOX CULVERT
 NU0277'84.69, 23 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 38.8 FEET
 NU0277'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AND ABOUT 3 FEET
 NU0277'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0410 ***********************************************************************
 NT0410  DESIGNATION -  E 377
 NT0410  PID         -  NT0410
 NT0410  STATE/COUNTY-  ID/FRANKLIN
 NT0410  USGS QUAD   -  WESTON (1969)
 NT0410
 NT0410                         *CURRENT SURVEY CONTROL
 NT0410  ___________________________________________________________________
 NT0410* NAD 83(1986)-  42 02 59.     (N)    111 59 19.     (W)     SCALED    
 NT0410* NAVD 88     -      1449.468  (meters)    4755.46   (feet)  ADJUSTED  
 NT0410  ___________________________________________________________________
 NT0410  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 NT0410  DYNAMIC HT  -        1448.481 (meters)    4752.22  (feet)  COMP
 NT0410  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 NT0410
 NT0410  VERT ORDER  -  FIRST     CLASS I
 NT0410
 NT0410.The horizontal coordinates were scaled from a topographic map and have
 NT0410.an estimated accuracy of +/- 6 seconds.
 NT0410
 NT0410.The orthometric height was determined by differential leveling
 NT0410.and adjusted by the National Geodetic Survey in June 1991..
 NT0410
 NT0410.The geoid height was determined by GEOID03.
 NT0410
 NT0410.The dynamic height is computed by dividing the NAVD 88
 NT0410.geopotential number by the normal gravity value computed on the
 NT0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0410.degrees latitude (g = 980.6199 gals.).
 NT0410
 NT0410.The modeled gravity was interpolated from observed gravity values.
 NT0410
 NT0410;                    North         East    Units  Estimated Accuracy
 NT0410;SPC ID E     -    42,560.      214,740.      MT  (+/- 180 meters Scaled)
 NT0410
 NT0410                          SUPERSEDED SURVEY CONTROL
 NT0410
 NT0410  NGVD 29 (??/??/92) 1448.422  (m)         4752.03   (f) ADJ UNCH    1 1
 NT0410
 NT0410.Superseded values are not recommended for survey control.
 NT0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0410.See file dsdata.txt to determine how the superseded data were derived.
 NT0410
 NT0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM181557(NAD 83)
 NT0410_MARKER: DB = BENCH MARK DISK
 NT0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0410_SP_SET: CULVERT
 NT0410_STAMPING: E 377 1967
 NT0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0410
 NT0410  HISTORY     - Date     Condition        Report By
 NT0410  HISTORY     - 1967     MONUMENTED       CGS
 NT0410
 NT0410                          STATION DESCRIPTION
 NT0410
 NT0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NT0410'1.2 MI NW FROM WESTON.
 NT0410'1.2 MILES NORTHWEST ALONG THE ROAD TO DAYTON FROM THE LATTER-DAY
 NT0410'SAINTS CHURCH AT WESTON, AT THE INTERSECTION OF DRIVEWAYS EAST AND
 NT0410'WEST, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL OF AN
 NT0410'18-INCH PIPE CULVERT, 17 FEET EAST OF THE CENTER LINE OF THE ROAD, 21
 NT0410'FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY EAST, AND ABOUT 1/2 FOOT
 NT0410'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0643 ***********************************************************************
 TO0643  DESIGNATION -  E 381
 TO0643  PID         -  TO0643
 TO0643  STATE/COUNTY-  ID/BOUNDARY
 TO0643  USGS QUAD   -  CURLEY CREEK (1983)
 TO0643
 TO0643                         *CURRENT SURVEY CONTROL
 TO0643  ___________________________________________________________________
 TO0643* NAD 83(1986)-  48 40 16.     (N)    116 05 10.     (W)     SCALED    
 TO0643* NAVD 88     -       695.934  (meters)    2283.24   (feet)  ADJUSTED  
 TO0643  ___________________________________________________________________
 TO0643  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TO0643  DYNAMIC HT  -         695.996 (meters)    2283.45  (feet)  COMP
 TO0643  MODELED GRAV-     980,678.0   (mgal)                       NAVD 88
 TO0643
 TO0643  VERT ORDER  -  FIRST     CLASS II
 TO0643
 TO0643.The horizontal coordinates were scaled from a topographic map and have
 TO0643.an estimated accuracy of +/- 6 seconds.
 TO0643
 TO0643.The orthometric height was determined by differential leveling
 TO0643.and adjusted by the National Geodetic Survey in June 1991..
 TO0643
 TO0643.The geoid height was determined by GEOID03.
 TO0643
 TO0643.The dynamic height is computed by dividing the NAVD 88
 TO0643.geopotential number by the normal gravity value computed on the
 TO0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0643.degrees latitude (g = 980.6199 gals.).
 TO0643
 TO0643.The modeled gravity was interpolated from observed gravity values.
 TO0643
 TO0643;                    North         East    Units  Estimated Accuracy
 TO0643;SPC ID W     -   778,440.      775,250.      MT  (+/- 180 meters Scaled)
 TO0643
 TO0643                          SUPERSEDED SURVEY CONTROL
 TO0643
 TO0643.No superseded survey control is available for this station.
 TO0643
 TO0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP672912(NAD 83)
 TO0643_MARKER: I = METAL ROD
 TO0643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0643_SP_SET: STAINLESS STEEL ROD
 TO0643_STAMPING: E 381 1980
 TO0643_PROJECTION: FLUSH
 TO0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0643_ROD/PIPE-DEPTH: 12.0 meters
 TO0643
 TO0643  HISTORY     - Date     Condition        Report By
 TO0643  HISTORY     - 1980     MONUMENTED       NGS
 TO0643
 TO0643                          STATION DESCRIPTION
 TO0643
 TO0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0643'25.1 KM SE FROM BONNERS FERRY.
 TO0643'4.7 KILOMETERS (2.9 MILES) NORTH ALONG US HGIWAY 2 AND 95 FROM THE
 TO0643'POST OFFICE IN BONNERS FERRY, THENCE 20.4 KILOMETERS (12.6 MILES)
 TO0643'SOUTHEAST ALONG US HIGHWAY 2, 0.5 KILOMETER (0.3 MILE) SOUTHEAST OF
 TO0643'A PAVED ROAD LEADING NORTHEAST TO HERMAN LAKE, IN LINE WITH A ROW OF
 TO0643'POWER LINE POLES, 34.8 METERS (114 FEET) SOUTHEAST OF A POWER LINE
 TO0643'POLE, 31.1 METERS (102 FEET) NORTHWEST OF HIGHWAY MILE POST 78 AND
 TO0643'THE EXTENDED CENTERLINE OF A DIRT ROAD LEADING NORTHEAST, 13.7 METERS
 TO0643'(45.0 FEET) SOUTHWEST OFTHE CENTERLINE OF THE HIGHWAY.
 TO0643'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 TO0643'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0519 ***********************************************************************
 TO0519  DESIGNATION -  E 381 X
 TO0519  PID         -  TO0519
 TO0519  STATE/COUNTY-  ID/BOUNDARY
 TO0519  USGS QUAD   -  BONNERS FERRY (1996)
 TO0519
 TO0519                         *CURRENT SURVEY CONTROL
 TO0519  ___________________________________________________________________
 TO0519* NAD 83(1986)-  48 44 21.     (N)    116 17 45.     (W)     SCALED    
 TO0519* NAVD 88     -       708.657  (meters)    2324.99   (feet)  ADJUSTED  
 TO0519  ___________________________________________________________________
 TO0519  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 TO0519  DYNAMIC HT  -         708.728 (meters)    2325.22  (feet)  COMP
 TO0519  MODELED GRAV-     980,687.3   (mgal)                       NAVD 88
 TO0519
 TO0519  VERT ORDER  -  FIRST     CLASS II
 TO0519
 TO0519.The horizontal coordinates were scaled from a topographic map and have
 TO0519.an estimated accuracy of +/- 6 seconds.
 TO0519
 TO0519.The orthometric height was determined by differential leveling
 TO0519.and adjusted by the National Geodetic Survey in June 1991..
 TO0519
 TO0519.The geoid height was determined by GEOID03.
 TO0519
 TO0519.The dynamic height is computed by dividing the NAVD 88
 TO0519.geopotential number by the normal gravity value computed on the
 TO0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0519.degrees latitude (g = 980.6199 gals.).
 TO0519
 TO0519.The modeled gravity was interpolated from observed gravity values.
 TO0519
 TO0519;                    North         East    Units  Estimated Accuracy
 TO0519;SPC ID W     -   786,100.      759,860.      MT  (+/- 180 meters Scaled)
 TO0519
 TO0519                          SUPERSEDED SURVEY CONTROL
 TO0519
 TO0519.No superseded survey control is available for this station.
 TO0519
 TO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP517987(NAD 83)
 TO0519_MARKER: I = METAL ROD
 TO0519_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TO0519_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TO0519_STAMPING: E 381 X 1978
 TO0519_PROJECTION: FLUSH
 TO0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0519+STABILITY: POSITION/ELEVATION WELL
 TO0519_ROD/PIPE-DEPTH: 12.0 meters
 TO0519_SLEEVE-DEPTH  : 6.6 meters
 TO0519
 TO0519  HISTORY     - Date     Condition        Report By
 TO0519  HISTORY     - 1978     MONUMENTED       NGS
 TO0519  HISTORY     - 1980     GOOD             NGS
 TO0519  HISTORY     - 1980     GOOD             NGS
 TO0519
 TO0519                          STATION DESCRIPTION
 TO0519
 TO0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0519'5.9 KM SE FROM BONNERS FERRY.
 TO0519'5.9 KILOMETERS (3.5 MILES) NORTH ALONG US HIGHWAY 95 FROM THE POST
 TO0519'OFFICE IN BONNERS FERRY, SET IN THE FRONT LAWN OF THE CHURCH OF GOD
 TO0519'IN CHRIST, MENNOITE CHURCH, 14.5 METERS (47.5 FEET) WEST OF A POWER LI
 TO0519'POLE WITH A METER FOR A LINE TO THE CHURCH BUILDING, 8.0 METERS
 TO0519'(26.0 FEET) NORTH OF A 36 INCH DIAMETER FIR TREE, 3.9 METERS (12.8
 TO0519'FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH.
 TO0519'THE MARK IS ABOVE LEVEL WITH THE PARKING LOT.
 TO0519
 TO0519                          STATION RECOVERY (1980)
 TO0519
 TO0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0611 ***********************************************************************
 TO0611  DESIGNATION -  E 382
 TO0611  PID         -  TO0611
 TO0611  STATE/COUNTY-  ID/BOUNDARY
 TO0611  USGS QUAD   -  RITZ (1996)
 TO0611
 TO0611                         *CURRENT SURVEY CONTROL
 TO0611  ___________________________________________________________________
 TO0611* NAD 83(1986)-  48 47 50.     (N)    116 18 50.     (W)     SCALED    
 TO0611* NAVD 88     -       702.476  (meters)    2304.71   (feet)  ADJUSTED  
 TO0611  ___________________________________________________________________
 TO0611  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 TO0611  DYNAMIC HT  -         702.550 (meters)    2304.95  (feet)  COMP
 TO0611  MODELED GRAV-     980,693.9   (mgal)                       NAVD 88
 TO0611
 TO0611  VERT ORDER  -  FIRST     CLASS II
 TO0611
 TO0611.The horizontal coordinates were scaled from a topographic map and have
 TO0611.an estimated accuracy of +/- 6 seconds.
 TO0611
 TO0611.The orthometric height was determined by differential leveling
 TO0611.and adjusted by the National Geodetic Survey in June 1991..
 TO0611
 TO0611.The geoid height was determined by GEOID03.
 TO0611
 TO0611.The dynamic height is computed by dividing the NAVD 88
 TO0611.geopotential number by the normal gravity value computed on the
 TO0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0611.degrees latitude (g = 980.6199 gals.).
 TO0611
 TO0611.The modeled gravity was interpolated from observed gravity values.
 TO0611
 TO0611;                    North         East    Units  Estimated Accuracy
 TO0611;SPC ID W     -   792,560.      758,580.      MT  (+/- 180 meters Scaled)
 TO0611
 TO0611                          SUPERSEDED SURVEY CONTROL
 TO0611
 TO0611.No superseded survey control is available for this station.
 TO0611
 TO0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ503051(NAD 83)
 TO0611_MARKER: I = METAL ROD
 TO0611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0611_SP_SET: STAINLESS STEEL ROD
 TO0611_STAMPING: E 382 1980
 TO0611_MARK LOGO: NGS   
 TO0611_PROJECTION: FLUSH
 TO0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0611_ROD/PIPE-DEPTH: 6.0  meters
 TO0611
 TO0611  HISTORY     - Date     Condition        Report By
 TO0611  HISTORY     - 1980     MONUMENTED       NGS
 TO0611
 TO0611                          STATION DESCRIPTION
 TO0611
 TO0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0611'12.8 KM NORTH FROM BONNERS FERRY.
 TO0611'12.8 KILOMETERS (7.95 MILES) NORTH ALONG U.S. HIGHWAY 95 FROM THE POST
 TO0611'OFFICE IN BONNERS FERRY, 13.4 METERS (44.0 FEET) SOUTHWEST OF THE
 TO0611'CENTERLINE OF THE HIGHWAY, 13.1 METERS (43.0 FEET) SOUTHEAST OF THE
 TO0611'CENTERLINE OF A GRAVEL DRIVE LEADING SOUTH TO A ONE STORY FRAME HOUSE,
 TO0611'19.3 METERS (63.5 FEET) NORTHEAST OF THE NORTHEAST FACE OF THE HOUSE,
 TO0611'1.7 METERS (5.5 FEET) SOUTHWEST OF A T JUNCTION POWER LINE POLE
 TO0611'NUMBER B 754 4 WITH A SINGLE GUY WIRE.
 TO0611'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 TO0611'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0530 ***********************************************************************
 TO0530  DESIGNATION -  E 383
 TO0530  PID         -  TO0530
 TO0530  STATE/COUNTY-  ID/BOUNDARY
 TO0530  USGS QUAD   -  TWENTYMILE CREEK (1996)
 TO0530
 TO0530                         *CURRENT SURVEY CONTROL
 TO0530  ___________________________________________________________________
 TO0530* NAD 83(1986)-  48 37 24.     (N)    116 20 59.     (W)     SCALED    
 TO0530* NAVD 88     -       694.207  (meters)    2277.58   (feet)  ADJUSTED  
 TO0530  ___________________________________________________________________
 TO0530  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 TO0530  DYNAMIC HT  -         694.262 (meters)    2277.76  (feet)  COMP
 TO0530  MODELED GRAV-     980,668.2   (mgal)                       NAVD 88
 TO0530
 TO0530  VERT ORDER  -  FIRST     CLASS II
 TO0530
 TO0530.The horizontal coordinates were scaled from a topographic map and have
 TO0530.an estimated accuracy of +/- 6 seconds.
 TO0530
 TO0530.The orthometric height was determined by differential leveling
 TO0530.and adjusted by the National Geodetic Survey in June 1991..
 TO0530
 TO0530.The geoid height was determined by GEOID03.
 TO0530
 TO0530.The dynamic height is computed by dividing the NAVD 88
 TO0530.geopotential number by the normal gravity value computed on the
 TO0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0530.degrees latitude (g = 980.6199 gals.).
 TO0530
 TO0530.The modeled gravity was interpolated from observed gravity values.
 TO0530
 TO0530;                    North         East    Units  Estimated Accuracy
 TO0530;SPC ID W     -   773,250.      755,790.      MT  (+/- 180 meters Scaled)
 TO0530
 TO0530                          SUPERSEDED SURVEY CONTROL
 TO0530
 TO0530.No superseded survey control is available for this station.
 TO0530
 TO0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP479857(NAD 83)
 TO0530_MARKER: I = METAL ROD
 TO0530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0530_SP_SET: STAINLESS STEEL ROD
 TO0530_STAMPING: E 383 1980
 TO0530_PROJECTION: FLUSH
 TO0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0530_ROD/PIPE-DEPTH: 9.0  meters
 TO0530
 TO0530  HISTORY     - Date     Condition        Report By
 TO0530  HISTORY     - 1980     MONUMENTED       NGS
 TO0530
 TO0530                          STATION DESCRIPTION
 TO0530
 TO0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0530'9.6 KM SOUTH FROM BONNERS FERRY.
 TO0530'9.6 KILOMETERS (5.95 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0530'POST OFFICE IN BONNERS FERRY, AT THE JUNCTION OF COUNTY ROAD 22
 TO0530'LEADING EAST TO PARADISE VALLEY, 26.8 METERS (87.8 FEET) EAST OF THE
 TO0530'CENTERLINE OF THE HIGHWAY, 7.5 METERS (24.6 FEET) SOUTH OF THE
 TO0530'CENTERLINE OF THE COUNTY ROAD, 2.4 METERS (8.0 FEET) EAST OF A T
 TO0530'JUNCTION POWER LINE POLE NUMBER B 532 56 A, WITH A SINGLE GUY WIRE,
 TO0530'0.5 METERS (1.6 FEET) NORTH OF A BARBED WIRE FENCE LINE.
 TO0530'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 TO0530'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0567 ***********************************************************************
 TO0567  DESIGNATION -  E 384
 TO0567  PID         -  TO0567
 TO0567  STATE/COUNTY-  ID/BONNER
 TO0567  USGS QUAD   -  CABINET (1989)
 TO0567
 TO0567                         *CURRENT SURVEY CONTROL
 TO0567  ___________________________________________________________________
 TO0567* NAD 83(1986)-  48 05 33.     (N)    116 03 26.     (W)     SCALED    
 TO0567* NAVD 88     -       735.078  (meters)    2411.67   (feet)  ADJUSTED  
 TO0567  ___________________________________________________________________
 TO0567  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 TO0567  DYNAMIC HT  -         735.087 (meters)    2411.70  (feet)  COMP
 TO0567  MODELED GRAV-     980,600.4   (mgal)                       NAVD 88
 TO0567
 TO0567  VERT ORDER  -  FIRST     CLASS II
 TO0567
 TO0567.The horizontal coordinates were scaled from a topographic map and have
 TO0567.an estimated accuracy of +/- 6 seconds.
 TO0567
 TO0567.The orthometric height was determined by differential leveling
 TO0567.and adjusted by the National Geodetic Survey in June 1991..
 TO0567
 TO0567.The geoid height was determined by GEOID03.
 TO0567
 TO0567.The dynamic height is computed by dividing the NAVD 88
 TO0567.geopotential number by the normal gravity value computed on the
 TO0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0567.degrees latitude (g = 980.6199 gals.).
 TO0567
 TO0567.The modeled gravity was interpolated from observed gravity values.
 TO0567
 TO0567;                    North         East    Units  Estimated Accuracy
 TO0567;SPC ID W     -   714,100.      777,120.      MT  (+/- 180 meters Scaled)
 TO0567
 TO0567                          SUPERSEDED SURVEY CONTROL
 TO0567
 TO0567.No superseded survey control is available for this station.
 TO0567
 TO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP702270(NAD 83)
 TO0567_MARKER: I = METAL ROD
 TO0567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0567_SP_SET: STAINLESS STEEL ROD
 TO0567_STAMPING: E 384 1980
 TO0567_PROJECTION: FLUSH
 TO0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0567_ROD/PIPE-DEPTH: 6.0  meters
 TO0567
 TO0567  HISTORY     - Date     Condition        Report By
 TO0567  HISTORY     - 1980     MONUMENTED       NGS
 TO0567
 TO0567                          STATION DESCRIPTION
 TO0567
 TO0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0567'12.4 KM SE FROM CLARK FORK.
 TO0567'12.4 KILOMETERS (7.7 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0567'THE PUBLIC SCHOOL IN CLARK FORK, AT THE Y JUNCTION OF A GRAVEL
 TO0567'ROAD LEADING SOUTHEAST TO CABINET GORGE DAM, 0.6 METER (2.0 FEET)
 TO0567'NORTHEAST OF THE NORTH CORNER OF A CYCLONE FENCE AROUND THE WASHINGTON
 TO0567'WATER POWER SUB-STATION FOR THE DAM, 26.7 METERS (87.6 FEET) SOUTHWEST
 TO0567'OF THE CENTERLINE OF THE HIGHWAY, 15.25 METERS (50.0 FEET) NORTHWEST
 TO0567'OF THE CENTERLINE OF THE SUB-STATION GATES, 4.65 METERS (15.3 FEET)
 TO0567'SOUTH OF THE CENTERLINE OF A TRACK ROAD LEADING WEST THROUGH A
 TO0567'CYCLONE FENCE GATE.
 TO0567'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 TO0567'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0556 ***********************************************************************
 TO0556  DESIGNATION -  E 385
 TO0556  PID         -  TO0556
 TO0556  STATE/COUNTY-  ID/BONNER
 TO0556  USGS QUAD   -  SANDPOINT (1996)
 TO0556
 TO0556                         *CURRENT SURVEY CONTROL
 TO0556  ___________________________________________________________________
 TO0556* NAD 83(1999)-  48 19 40.67868(N)    116 32 47.17397(W)     ADJUSTED  
 TO0556* NAVD 88     -       650.922  (meters)    2135.57   (feet)  ADJUSTED  
 TO0556  ___________________________________________________________________
 TO0556  X           -  -1,898,961.878 (meters)                     COMP
 TO0556  Y           -  -3,801,010.387 (meters)                     COMP
 TO0556  Z           -   4,741,673.877 (meters)                     COMP
 TO0556  LAPLACE CORR-          -8.28  (seconds)                    DEFLEC99
 TO0556  ELLIP HEIGHT-         634.00  (meters)          (03/22/06) GPS OBS
 TO0556  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 TO0556  DYNAMIC HT  -         650.975 (meters)    2135.74  (feet)  COMP
 TO0556  MODELED GRAV-     980,671.6   (mgal)                       NAVD 88
 TO0556
 TO0556  HORZ ORDER  -  FIRST
 TO0556  VERT ORDER  -  FIRST     CLASS II
 TO0556  ELLP ORDER  -  THIRD     CLASS I
 TO0556
 TO0556.The horizontal coordinates were established by GPS observations
 TO0556.and adjusted by the DAVID EVANS + ASSOC in March 2006..
 TO0556.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TO0556.DATUM ITEM on the data sheet items page.
 TO0556
 TO0556.The orthometric height was determined by differential leveling
 TO0556.and adjusted by the National Geodetic Survey in June 1991..
 TO0556
 TO0556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TO0556
 TO0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0556
 TO0556.The ellipsoidal height was determined by GPS observations
 TO0556.and is referenced to NAD 83.
 TO0556
 TO0556.The geoid height was determined by GEOID03.
 TO0556
 TO0556.The dynamic height is computed by dividing the NAVD 88
 TO0556.geopotential number by the normal gravity value computed on the
 TO0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0556.degrees latitude (g = 980.6199 gals.).
 TO0556
 TO0556.The modeled gravity was interpolated from observed gravity values.
 TO0556
 TO0556;                    North         East     Units Scale Factor Converg.
 TO0556;SPC ID W     -   740,539.022   740,947.429   MT  0.99997616   -0 35 41.7
 TO0556;UTM  11      - 5,352,852.758   533,618.704   MT  0.99961389   +0 20 19.7
 TO0556
 TO0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0556!SPC ID W     -   0.99990065  x   0.99997616  =   0.99987681
 TO0556!UTM  11      -   0.99990065  x   0.99961389  =   0.99951457
 TO0556
 TO0556                          SUPERSEDED SURVEY CONTROL
 TO0556
 TO0556  NAVD 88 (03/22/06)  650.92   (m)         2135.6    (f) LEVELING    3  
 TO0556
 TO0556.Superseded values are not recommended for survey control.
 TO0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0556.See file dsdata.txt to determine how the superseded data were derived.
 TO0556
 TO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3361952853(NAD 83)
 TO0556_MARKER: I = METAL ROD
 TO0556_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TO0556_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TO0556_STAMPING: E 385 1980
 TO0556_MARK LOGO: NGS   
 TO0556_PROJECTION: FLUSH
 TO0556_MAGNETIC: I = MARKER IS A STEEL ROD
 TO0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0556+STABILITY: POSITION/ELEVATION WELL
 TO0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0556+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2005
 TO0556_ROD/PIPE-DEPTH: 12   meters
 TO0556_SLEEVE-DEPTH  : 9 meters
 TO0556
 TO0556  HISTORY     - Date     Condition        Report By
 TO0556  HISTORY     - 1980     MONUMENTED       NGS
 TO0556  HISTORY     - 19930817 GOOD             NGS
 TO0556  HISTORY     - 20051222 GOOD             EVANS
 TO0556
 TO0556                          STATION DESCRIPTION
 TO0556
 TO0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0556'6.1 KM NORTH FROM SANDPOINT.
 TO0556'6.1 KILOMETERS (3.75 MILES) NORTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0556'SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, AT A PACIFIC POWER
 TO0556'AND LIGHT COMPANY SUBSTATION, AT A NORTHEAST INSIDE CORNER IN THE
 TO0556'CHAINLINK FENCE AROUND THE SUBSTATION, 26.8 METERS (88.0 FEET) EAST
 TO0556'OF THE CENTERLINE OF THE HIGHWAY, 24.1 METERS (79.0 FEET) SOUTH OF
 TO0556'THE CENTERLINE OF A GRAVEL ROAD LEADING EAST, 2.6 METERS (8.5 FEET)
 TO0556'WEST OF THE NORTH-SOUTH FENCE LINE, 0.7 METERS (2.3 FEET) SOUTH OF
 TO0556'THE EAST-WEST FENCE LINE.
 TO0556'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TO0556'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TO0556
 TO0556                          STATION RECOVERY (1993)
 TO0556
 TO0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 TO0556'RECOVERED IN GOOD CONDITION.
 TO0556
 TO0556                          STATION RECOVERY (2005)
 TO0556
 TO0556'RECOVERY NOTE BY DAVID EVANS + ASSOC 2005 (JOA)
 TO0556'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0689 ***********************************************************************
 TO0689  DESIGNATION -  E 386
 TO0689  PID         -  TO0689
 TO0689  STATE/COUNTY-  ID/BONNER
 TO0689  USGS QUAD   -  PRIEST RIVER (1996)
 TO0689
 TO0689                         *CURRENT SURVEY CONTROL
 TO0689  ___________________________________________________________________
 TO0689* NAD 83(1986)-  48 10 51.     (N)    116 56 04.     (W)     SCALED    
 TO0689* NAVD 88     -       687.216  (meters)    2254.64   (feet)  ADJUSTED  
 TO0689  ___________________________________________________________________
 TO0689  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TO0689  DYNAMIC HT  -         687.282 (meters)    2254.86  (feet)  COMP
 TO0689  MODELED GRAV-     980,685.3   (mgal)                       NAVD 88
 TO0689
 TO0689  VERT ORDER  -  FIRST     CLASS II
 TO0689
 TO0689.The horizontal coordinates were scaled from a topographic map and have
 TO0689.an estimated accuracy of +/- 6 seconds.
 TO0689
 TO0689.The orthometric height was determined by differential leveling
 TO0689.and adjusted by the National Geodetic Survey in June 1991..
 TO0689
 TO0689.The geoid height was determined by GEOID03.
 TO0689
 TO0689.The dynamic height is computed by dividing the NAVD 88
 TO0689.geopotential number by the normal gravity value computed on the
 TO0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0689.degrees latitude (g = 980.6199 gals.).
 TO0689
 TO0689.The modeled gravity was interpolated from observed gravity values.
 TO0689
 TO0689;                    North         East    Units  Estimated Accuracy
 TO0689;SPC ID W     -   724,550.      711,930.      MT  (+/- 180 meters Scaled)
 TO0689
 TO0689                          SUPERSEDED SURVEY CONTROL
 TO0689
 TO0689.No superseded survey control is available for this station.
 TO0689
 TO0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP048364(NAD 83)
 TO0689_MARKER: I = METAL ROD
 TO0689_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0689_SP_SET: STAINLESS STEEL ROD
 TO0689_STAMPING: E 386 1980
 TO0689_PROJECTION: FLUSH
 TO0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0689_ROD/PIPE-DEPTH: 4.6  meters
 TO0689
 TO0689  HISTORY     - Date     Condition        Report By
 TO0689  HISTORY     - 1980     MONUMENTED       NGS
 TO0689
 TO0689                          STATION DESCRIPTION
 TO0689
 TO0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0689'1.2 KM WEST FROM PRIEST RIVER.
 TO0689'1.2 KILOMETERS (0.75 MILE) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNIOR
 TO0689'HIGHSCHOOL IN PRIEST RIVER, AT HIGHWAY MILEPOST 5 AND A POWER LINE
 TO0689'CROSSING THE HIGHWAY, IN LINE WITH A ROW OF POWER LINE POLES, 35.1
 TO0689'METERS (115 FEET) WEST OF THE CENTERLINE OF A DIRT ROAD LEADING
 TO0689'NORTHEAST, 35.1 METERS (115 FEET) EAST OF THE CENTERLINE OF A DIRT
 TO0689'DRIVE LEADING NORTH TO A RESIDENCE, 18.1 METERS (59.5 FEET) NORTH OF
 TO0689'THE CENTERLINE OF THE HIGHWAY, 3.4 METERS (11.5 FEET) WEST OF POWER
 TO0689'LINE POLE NUMBER 63, 3.0 METERS (10.0 FEET) SOUTH OF A FENCE LINE.
 TO0689'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 TO0689'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0598 ***********************************************************************
 TO0598  DESIGNATION -  E 387
 TO0598  PID         -  TO0598
 TO0598  STATE/COUNTY-  ID/BONNER
 TO0598  USGS QUAD   -  ODEN BAY (1996)
 TO0598
 TO0598                         *CURRENT SURVEY CONTROL
 TO0598  ___________________________________________________________________
 TO0598* NAD 83(1986)-  48 19 47.     (N)    116 23 57.     (W)     SCALED    
 TO0598* NAVD 88     -       642.374  (meters)    2107.52   (feet)  ADJUSTED  
 TO0598  ___________________________________________________________________
 TO0598  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TO0598  DYNAMIC HT  -         642.422 (meters)    2107.68  (feet)  COMP
 TO0598  MODELED GRAV-     980,666.7   (mgal)                       NAVD 88
 TO0598
 TO0598  VERT ORDER  -  FIRST     CLASS II
 TO0598
 TO0598.The horizontal coordinates were scaled from a topographic map and have
 TO0598.an estimated accuracy of +/- 6 seconds.
 TO0598
 TO0598.The orthometric height was determined by differential leveling
 TO0598.and adjusted by the National Geodetic Survey in June 1991..
 TO0598
 TO0598.The geoid height was determined by GEOID03.
 TO0598
 TO0598.The dynamic height is computed by dividing the NAVD 88
 TO0598.geopotential number by the normal gravity value computed on the
 TO0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0598.degrees latitude (g = 980.6199 gals.).
 TO0598
 TO0598.The modeled gravity was interpolated from observed gravity values.
 TO0598
 TO0598;                    North         East    Units  Estimated Accuracy
 TO0598;SPC ID W     -   740,630.      751,870.      MT  (+/- 180 meters Scaled)
 TO0598
 TO0598                          SUPERSEDED SURVEY CONTROL
 TO0598
 TO0598.No superseded survey control is available for this station.
 TO0598
 TO0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP445531(NAD 83)
 TO0598_MARKER: DB = BENCH MARK DISK
 TO0598_SETTING: 66 = SET IN ROCK OUTCROP
 TO0598_SP_SET: ROCK OUTCROP
 TO0598_STAMPING: E 387 1980
 TO0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0598+STABILITY: POSITION/ELEVATION WELL
 TO0598
 TO0598  HISTORY     - Date     Condition        Report By
 TO0598  HISTORY     - 1980     MONUMENTED       NGS
 TO0598
 TO0598                          STATION DESCRIPTION
 TO0598
 TO0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0598'15.0 KM NE FROM SANDPOINT.
 TO0598'15.0 KILOMETERS (9.3 MILES) NORTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0598'THE SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, 0.2 KILOMETER
 TO0598'(0.1 MILE) WEST OF HIGHWAY MILEPOST 38, SET IN TOP OF THE HIGHEST
 TO0598'POINT AT THE EAST END OF A BEDROCK HIGHWAY CUT, 19.0 METERS (62.4
 TO0598'FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 44.5 METERS (146 FEET)
 TO0598'EAST OF THE CENTERLINE OF THE EAST DRIVE TO A PACIFIC POWER SUB-
 TO0598'STATION, 29.8 METERS (97.8 FEET) WEST OF THE EAST END OF THE CUT,
 TO0598'5.1 METERS (16.7 FEET) SOUTH OF THE HIGHWAY RIGHT-0F-WAY FENCE.
 TO0598'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 TO0598'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0799 ***********************************************************************
 RY0799  DESIGNATION -  E 388
 RY0799  PID         -  RY0799
 RY0799  STATE/COUNTY-  ID/IDAHO
 RY0799  USGS QUAD   -  ROCKY POINT (1994)
 RY0799
 RY0799                         *CURRENT SURVEY CONTROL
 RY0799  ___________________________________________________________________
 RY0799* NAD 83(1986)-  46 30 50.     (N)    114 43 40.     (W)     SCALED    
 RY0799* NAVD 88     -      1054.064  (meters)    3458.21   (feet)  ADJUSTED  
 RY0799  ___________________________________________________________________
 RY0799  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 RY0799  DYNAMIC HT  -        1053.842 (meters)    3457.48  (feet)  COMP
 RY0799  MODELED GRAV-     980,369.0   (mgal)                       NAVD 88
 RY0799
 RY0799  VERT ORDER  -  FIRST     CLASS II
 RY0799
 RY0799.The horizontal coordinates were scaled from a topographic map and have
 RY0799.an estimated accuracy of +/- 6 seconds.
 RY0799
 RY0799.The orthometric height was determined by differential leveling
 RY0799.and adjusted by the National Geodetic Survey in June 1991..
 RY0799
 RY0799.The geoid height was determined by GEOID03.
 RY0799
 RY0799.The dynamic height is computed by dividing the NAVD 88
 RY0799.geopotential number by the normal gravity value computed on the
 RY0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0799.degrees latitude (g = 980.6199 gals.).
 RY0799
 RY0799.The modeled gravity was interpolated from observed gravity values.
 RY0799
 RY0799;                    North         East    Units  Estimated Accuracy
 RY0799;SPC ID W     -   539,070.      878,440.      MT  (+/- 180 meters Scaled)
 RY0799
 RY0799                          SUPERSEDED SURVEY CONTROL
 RY0799
 RY0799.No superseded survey control is available for this station.
 RY0799
 RY0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM743536(NAD 83)
 RY0799_MARKER: DB = BENCH MARK DISK
 RY0799_SETTING: 66 = SET IN ROCK OUTCROP
 RY0799_SP_SET: ROCK OUTCROP
 RY0799_STAMPING: E 388 1980
 RY0799_MARK LOGO: NGS   
 RY0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0799+STABILITY: POSITION/ELEVATION WELL
 RY0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RY0799+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 RY0799
 RY0799  HISTORY     - Date     Condition        Report By
 RY0799  HISTORY     - 1980     MONUMENTED       NGS
 RY0799  HISTORY     - 20060913 GOOD             GEOCAC
 RY0799
 RY0799                          STATION DESCRIPTION
 RY0799
 RY0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0799'1.6 KM (1.0 MI) WEST FROM POWELL RANGER STATION.
 RY0799'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0799'RANGER STATION, THENCE 0.6 KILOMETER (0.4 MILE) WEST ALONG U.S.
 RY0799'HIGHWAY 12, 0.5 KILOMETER (0.3 MILE) EAST OF HIGHWAY MILEPOST 161,
 RY0799'AT A HIGHWAY CURVE, SET IN TOP OF A SMALL ROCK LEDGE IN A HIGHWAY CUT,
 RY0799'7.9 METERS (26.0 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 56.4
 RY0799'METERS (185 FEET) EAST ACROSS THE HIGHWAY FROM THE EAST END OF A
 RY0799'STEEL GUARDRAIL AT THE WEST END OF A SMALL HIGHWAY PULLOUT, 17.1
 RY0799'METERS (56.0 FEET) WEST OF THE EAST END OF THE CUT.
 RY0799'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 RY0799'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RY0799
 RY0799                          STATION RECOVERY (2006)
 RY0799
 RY0799'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RY0799'THE STATION IS ALMOST DIRECTLY ACROSS THE HIGHWAY FROM A SIGN FOR THE
 RY0799'POWELL RANGER STATION, AND ABOUT 160 FEET NORTHEAST AND ACROSS THE
 RY0799'HIGHWAY FROM A SIGN FOR THE LOCHSA RIVER. HANDHLED COORIDNATES ARE
 RY0799'N46-30-50.82 W114-43-38.58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0774 ***********************************************************************
 RY0774  DESIGNATION -  E 389
 RY0774  PID         -  RY0774
 RY0774  STATE/COUNTY-  ID/IDAHO
 RY0774  USGS QUAD   -  GREYSTONE BUTTE (1994)
 RY0774
 RY0774                         *CURRENT SURVEY CONTROL
 RY0774  ___________________________________________________________________
 RY0774* NAD 83(1986)-  46 26 48.     (N)    115 05 38.     (W)     SCALED    
 RY0774* NAVD 88     -       842.339  (meters)    2763.57   (feet)  ADJUSTED  
 RY0774  ___________________________________________________________________
 RY0774  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 RY0774  DYNAMIC HT  -         842.176 (meters)    2763.04  (feet)  COMP
 RY0774  MODELED GRAV-     980,394.4   (mgal)                       NAVD 88
 RY0774
 RY0774  VERT ORDER  -  FIRST     CLASS II
 RY0774
 RY0774.The horizontal coordinates were scaled from a topographic map and have
 RY0774.an estimated accuracy of +/- 6 seconds.
 RY0774
 RY0774.The orthometric height was determined by differential leveling
 RY0774.and adjusted by the National Geodetic Survey in June 1991..
 RY0774
 RY0774.The geoid height was determined by GEOID03.
 RY0774
 RY0774.The dynamic height is computed by dividing the NAVD 88
 RY0774.geopotential number by the normal gravity value computed on the
 RY0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0774.degrees latitude (g = 980.6199 gals.).
 RY0774
 RY0774.The modeled gravity was interpolated from observed gravity values.
 RY0774
 RY0774;                    North         East    Units  Estimated Accuracy
 RY0774;SPC ID W     -   531,300.      850,410.      MT  (+/- 180 meters Scaled)
 RY0774
 RY0774                          SUPERSEDED SURVEY CONTROL
 RY0774
 RY0774.No superseded survey control is available for this station.
 RY0774
 RY0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM464454(NAD 83)
 RY0774_MARKER: I = METAL ROD
 RY0774_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RY0774_SP_SET: STAINLESS STEEL ROD
 RY0774_STAMPING: E 389 1980
 RY0774_MARK LOGO: NGS   
 RY0774_PROJECTION: FLUSH
 RY0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0774_ROD/PIPE-DEPTH: 6.0  meters
 RY0774
 RY0774  HISTORY     - Date     Condition        Report By
 RY0774  HISTORY     - 1980     MONUMENTED       NGS
 RY0774
 RY0774                          STATION DESCRIPTION
 RY0774
 RY0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0774'27.7 KM (17.2 MI) NE FROM LOCHSA RANGER STATION.
 RY0774'27.7 KILOMETERS (17.2 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0774'THE LOCHSA RANGER STATION, 0.5 KILOMETER (0.3 MILE) NORTHEAST OF
 RY0774'HIGHWAY MILEPOST 138, AT THE APPROXIMATE CENTER OF A HIGHWAY CURVE,
 RY0774'DIRECTLY ACROSS THE HIGHWAY FROM THE SOUTHWEST END OF A PULLOUT, AT
 RY0774'THE SOUTHWEST END OF A LOW DIRT CUT, 13.8 METERS (45.3 FEET) NORTHWEST
 RY0774'OF THE CENTERLINE OF THE HIGHWAY, 71.3 METERS (230 FEET) SOUTHWEST
 RY0774'OF THE TOP CENTER OF THE NORTHWEST END OF A 120-CENTIMETER (48-INCH)
 RY0774'DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY, 15.0 METERS (49.0
 RY0774'FEET) NORTHEAST OF THE SOUTHWEST END OF THE CUT, 4.3 METERS (14.0
 RY0774'FEET) SOUTHWEST OF A 120-CENTIMETER (48-INCH) DIAMETER GRAND FIR
 RY0774'TREE.
 RY0774'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 RY0774'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0073 ***********************************************************************
 QA0073  DESIGNATION -  E 39
 QA0073  PID         -  QA0073
 QA0073  STATE/COUNTY-  ID/CUSTER
 QA0073  USGS QUAD   -  CLAYTON (1980)
 QA0073
 QA0073                         *CURRENT SURVEY CONTROL
 QA0073  ___________________________________________________________________
 QA0073* NAD 83(1986)-  44 15 11.     (N)    114 28 34.     (W)     SCALED    
 QA0073* NAVD 88     -      1703.786  (meters)    5589.84   (feet)  ADJUSTED  
 QA0073  ___________________________________________________________________
 QA0073  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 QA0073  DYNAMIC HT  -        1702.824 (meters)    5586.68  (feet)  COMP
 QA0073  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 QA0073
 QA0073  VERT ORDER  -  SECOND    CLASS 0
 QA0073
 QA0073.The horizontal coordinates were scaled from a topographic map and have
 QA0073.an estimated accuracy of +/- 6 seconds.
 QA0073
 QA0073.The orthometric height was determined by differential leveling
 QA0073.and adjusted by the National Geodetic Survey in June 1991..
 QA0073
 QA0073.The geoid height was determined by GEOID03.
 QA0073
 QA0073.The dynamic height is computed by dividing the NAVD 88
 QA0073.geopotential number by the normal gravity value computed on the
 QA0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0073.degrees latitude (g = 980.6199 gals.).
 QA0073
 QA0073.The modeled gravity was interpolated from observed gravity values.
 QA0073
 QA0073;                    North         East    Units  Estimated Accuracy
 QA0073;SPC ID C     -   287,420.      461,980.      MT  (+/- 180 meters Scaled)
 QA0073
 QA0073                          SUPERSEDED SURVEY CONTROL
 QA0073
 QA0073  NGVD 29 (??/??/92) 1702.538  (m)         5585.74   (f) ADJ UNCH    2 0
 QA0073
 QA0073.Superseded values are not recommended for survey control.
 QA0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0073.See file dsdata.txt to determine how the superseded data were derived.
 QA0073
 QA0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK014030(NAD 83)
 QA0073_MARKER: DB = BENCH MARK DISK
 QA0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0073_STAMPING: E 39 1934
 QA0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0073+STABILITY: SURFACE MOTION
 QA0073
 QA0073  HISTORY     - Date     Condition        Report By
 QA0073  HISTORY     - 1934     MONUMENTED       CGS
 QA0073  HISTORY     - 1955     GOOD             NGS
 QA0073  HISTORY     - 19940601 POOR             IDTD
 QA0073
 QA0073                          STATION DESCRIPTION
 QA0073
 QA0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0073'4.6 MI W FROM CLAYTON.
 QA0073'ABOUT 4.6 MILES WEST ALONG U. S. HIGHWAY 93 FROM THE POST OFFICE AT
 QA0073'CLAYTON ON THE ALEX BOYLE RANCH, ABOUT 235 FEET NORTHWEST OF THE RANCH
 QA0073'HOUSE, ABOUT 700 FEET SOUTH OF THE HIGHWAY, ABOUT 150 FEET WEST OF THE
 QA0073'ROAD INTO THE RANCH HOUSE FROM THE HIGHWAY, IN THE FENCE LINE ALONG
 QA0073'THE SOUTH EDGE OF A LANE, 84 FEET EAST OF A FENCE CORNER, AND 15 FEET
 QA0073'WEST OF A SMALL IRRIGATION DITCH, SET IN A CONCRETE POST PROJECTING 6
 QA0073'INCHES.
 QA0073
 QA0073                          STATION RECOVERY (1994)
 QA0073
 QA0073'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (GDJ)
 QA0073'FOUND DESTROYED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0745 ***********************************************************************
 RY0745  DESIGNATION -  E 390
 RY0745  PID         -  RY0745
 RY0745  STATE/COUNTY-  ID/IDAHO
 RY0745  USGS QUAD   -  SYRINGA (1994)
 RY0745
 RY0745                         *CURRENT SURVEY CONTROL
 RY0745  ___________________________________________________________________
 RY0745* NAD 83(1986)-  46 08 21.     (N)    115 41 14.     (W)     SCALED    
 RY0745* NAVD 88     -       439.853  (meters)    1443.08   (feet)  ADJUSTED  
 RY0745  ___________________________________________________________________
 RY0745  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 RY0745  DYNAMIC HT  -         439.801 (meters)    1442.91  (feet)  COMP
 RY0745  MODELED GRAV-     980,485.2   (mgal)                       NAVD 88
 RY0745
 RY0745  VERT ORDER  -  FIRST     CLASS II
 RY0745
 RY0745.The horizontal coordinates were scaled from a topographic map and have
 RY0745.an estimated accuracy of +/- 6 seconds.
 RY0745
 RY0745.The orthometric height was determined by differential leveling
 RY0745.and adjusted by the National Geodetic Survey in June 1991..
 RY0745
 RY0745.The geoid height was determined by GEOID03.
 RY0745
 RY0745.The dynamic height is computed by dividing the NAVD 88
 RY0745.geopotential number by the normal gravity value computed on the
 RY0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0745.degrees latitude (g = 980.6199 gals.).
 RY0745
 RY0745.The modeled gravity was interpolated from observed gravity values.
 RY0745
 RY0745;                    North         East    Units  Estimated Accuracy
 RY0745;SPC ID W     -   496,910.      804,850.      MT  (+/- 180 meters Scaled)
 RY0745
 RY0745                          SUPERSEDED SURVEY CONTROL
 RY0745
 RY0745.No superseded survey control is available for this station.
 RY0745
 RY0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM013103(NAD 83)
 RY0745_MARKER: DB = BENCH MARK DISK
 RY0745_SETTING: 66 = SET IN ROCK OUTCROP
 RY0745_SP_SET: ROCK OUTCROP
 RY0745_STAMPING: E 390 1980
 RY0745_MARK LOGO: NGS   
 RY0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0745+STABILITY: POSITION/ELEVATION WELL
 RY0745
 RY0745  HISTORY     - Date     Condition        Report By
 RY0745  HISTORY     - 1980     MONUMENTED       NGS
 RY0745
 RY0745                          STATION DESCRIPTION
 RY0745
 RY0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0745'7.9 KM (4.9 MI) SW FROM LOWELL.
 RY0745'7.9 KILOMETERS (4.9 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0745'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.25
 RY0745'KILOMETER (0.15 MILE) SOUTHEAST OF HIGHWAY MILEPOST 92, SET IN TOP
 RY0745'OF A ROCK OUTCROP, APPROXIMATELY 60 PACES NORTHWEST OF A POINT
 RY0745'DIRECTLY ACROSS THE RIVER FROM THE MOUTH OF A SMALL CREEK FLOWING
 RY0745'INTO BIG HILL RAPIDS, 8.5 METERS (28.0 FEET) NORTHEAST OF THE
 RY0745'CENTERLINE OF THE HIGHWAY, 7.5 METERS (24.8 FEET) SOUTHEAST OF THE
 RY0745'TOP CENTER OF THE NORTHEAST END OF A 45-CENTIMETER (18-INCH) DIAMETER
 RY0745'STEEL PIPE CULVERT UNDER THE HIGHWAY FOR A SMALL CREEK.
 RY0745'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 RY0745'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1392 ***********************************************************************
 RZ1392  DESIGNATION -  E 391
 RZ1392  PID         -  RZ1392
 RZ1392  STATE/COUNTY-  ID/LEWIS
 RZ1392  USGS QUAD   -  SIXMILE CREEK (1994)
 RZ1392
 RZ1392                         *CURRENT SURVEY CONTROL
 RZ1392  ___________________________________________________________________
 RZ1392* NAD 83(1986)-  46 18 00.     (N)    116 07 42.     (W)     SCALED    
 RZ1392* NAVD 88     -       348.461  (meters)    1143.24   (feet)  ADJUSTED  
 RZ1392  ___________________________________________________________________
 RZ1392  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 RZ1392  DYNAMIC HT  -         348.431 (meters)    1143.14  (feet)  COMP
 RZ1392  MODELED GRAV-     980,519.9   (mgal)                       NAVD 88
 RZ1392
 RZ1392  VERT ORDER  -  FIRST     CLASS II
 RZ1392
 RZ1392.The horizontal coordinates were scaled from a topographic map and have
 RZ1392.an estimated accuracy of +/- 6 seconds.
 RZ1392
 RZ1392.The orthometric height was determined by differential leveling
 RZ1392.and adjusted by the National Geodetic Survey in June 1991..
 RZ1392
 RZ1392.The geoid height was determined by GEOID03.
 RZ1392
 RZ1392.The dynamic height is computed by dividing the NAVD 88
 RZ1392.geopotential number by the normal gravity value computed on the
 RZ1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1392.degrees latitude (g = 980.6199 gals.).
 RZ1392
 RZ1392.The modeled gravity was interpolated from observed gravity values.
 RZ1392
 RZ1392;                    North         East    Units  Estimated Accuracy
 RZ1392;SPC ID W     -   514,850.      770,850.      MT  (+/- 180 meters Scaled)
 RZ1392
 RZ1392                          SUPERSEDED SURVEY CONTROL
 RZ1392
 RZ1392.No superseded survey control is available for this station.
 RZ1392
 RZ1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM671277(NAD 83)
 RZ1392_MARKER: DB = BENCH MARK DISK
 RZ1392_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1392_SP_SET: ROCK OUTCROP
 RZ1392_STAMPING: E 391 1980
 RZ1392_MARK LOGO: NGS   
 RZ1392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1392+STABILITY: POSITION/ELEVATION WELL
 RZ1392
 RZ1392  HISTORY     - Date     Condition        Report By
 RZ1392  HISTORY     - 1980     MONUMENTED       NGS
 RZ1392
 RZ1392                          STATION DESCRIPTION
 RZ1392
 RZ1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1392'13.4 KM (8.35 MI) NW FROM KAMIAH.
 RZ1392'13.4 KILOMETERS (8.35 MILES) NORTHWEST ALONG U.S HIGHWAY 12 FROM THE
 RZ1392'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN
 RZ1392'KAMIAH, 0.5 KILOMETERS (0.3 MILE) NORTHWEST OF HIGHWAY MILEPOST 59,
 RZ1392'0.2 KILOMETER (0.1 MILE) SOUTHEAST OF SIXMILE CREEK, ACROSS THE
 RZ1392'HIGHWAY FROM A LARGE GRAVEL PULLOUT, SET IN TOP OF A GRANITE OUTCROP
 RZ1392'BELOW THE SOUTH END OF A LARGE VERTICAL FACE OF UNCUT OUTCROP, 5.8
 RZ1392'METERS (19.0 FEET) WEST OF THE HIGHWAY CENTERLINE, 73.5 METERS (241
 RZ1392'FEET) NORTH OF THE NORTH END OF A CONCRETE HEADWALL FOR THE WEST END
 RZ1392'OF A 45-CENTIMETER (18-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE
 RZ1392'HIGHWAY, 50.3 METERS (165 FEET) SOUTH ACROSS THE HIGHWAY FROM THE
 RZ1392'SOUTH END OF A STEEL GUARDRAIL AT THE NORTH END OF THE PULLOUT.
 RZ1392'THE MARK IS 0.35 METERS  N FROM A WITNESS POST.
 RZ1392'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1368 ***********************************************************************
 RZ1368  DESIGNATION -  E 392
 RZ1368  PID         -  RZ1368
 RZ1368  STATE/COUNTY-  ID/CLEARWATER
 RZ1368  USGS QUAD   -  AHSAHKA (1994)
 RZ1368
 RZ1368                         *CURRENT SURVEY CONTROL
 RZ1368  ___________________________________________________________________
 RZ1368* NAD 83(1986)-  46 30 07.     (N)    116 21 10.     (W)     SCALED    
 RZ1368* NAVD 88     -       303.173  (meters)     994.66   (feet)  ADJUSTED  
 RZ1368  ___________________________________________________________________
 RZ1368  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 RZ1368  DYNAMIC HT  -         303.165 (meters)     994.63  (feet)  COMP
 RZ1368  MODELED GRAV-     980,578.7   (mgal)                       NAVD 88
 RZ1368
 RZ1368  VERT ORDER  -  FIRST     CLASS II
 RZ1368
 RZ1368.The horizontal coordinates were scaled from a topographic map and have
 RZ1368.an estimated accuracy of +/- 6 seconds.
 RZ1368
 RZ1368.The orthometric height was determined by differential leveling
 RZ1368.and adjusted by the National Geodetic Survey in June 1991..
 RZ1368
 RZ1368.The geoid height was determined by GEOID03.
 RZ1368
 RZ1368.The dynamic height is computed by dividing the NAVD 88
 RZ1368.geopotential number by the normal gravity value computed on the
 RZ1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1368.degrees latitude (g = 980.6199 gals.).
 RZ1368
 RZ1368.The modeled gravity was interpolated from observed gravity values.
 RZ1368
 RZ1368;                    North         East    Units  Estimated Accuracy
 RZ1368;SPC ID W     -   537,410.      753,730.      MT  (+/- 180 meters Scaled)
 RZ1368
 RZ1368                          SUPERSEDED SURVEY CONTROL
 RZ1368
 RZ1368.No superseded survey control is available for this station.
 RZ1368
 RZ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM496500(NAD 83)
 RZ1368_MARKER: DB = BENCH MARK DISK
 RZ1368_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1368_SP_SET: ROCK OUTCROP
 RZ1368_STAMPING: E 392 1980
 RZ1368_MARK LOGO: NGS   
 RZ1368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1368+STABILITY: POSITION/ELEVATION WELL
 RZ1368
 RZ1368  HISTORY     - Date     Condition        Report By
 RZ1368  HISTORY     - 1980     MONUMENTED       NGS
 RZ1368
 RZ1368                          STATION DESCRIPTION
 RZ1368
 RZ1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1368'8.2 KM (5.1 MI) NW FROM OROFINO.
 RZ1368'8.2 KILOMETERS (5.1 MILES) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1368'JUNCTION OF STATE HIGHWAY 7 IN OROFINO, 0.2 KILOMETER (0.1 MILE) WEST
 RZ1368'OF THE JUNCTION OF A ROAD LEADING SOUTH, 0.2 KILOMETER (0.1 MILE) EAST
 RZ1368'OF THE EAST ENTRANCE TO A LARGE HIGHWAY PULLOUT, SOUTH ACROSS THE
 RZ1368'HGHWAY FROM THE WEST ONE OF TWO BLACK WALNUT TREES, AT HIGHWAY
 RZ1368'MILEPOST 39, SET IN TOP OF A ROCK OUTCROP IN A BEDROCK HIGHWAY CUT,
 RZ1368'13.4 METERS (44.0 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 57.0
 RZ1368'METERS (187 FEET) WEST OF THE MILEPOST, 1.2 METERS (4.0 FEET) ABOVE
 RZ1368'THE GROUND.
 RZ1368'THE MARK IS 0.35 METERS  N FROM A WITNESS POST.
 RZ1368'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1415 ***********************************************************************
 RZ1415  DESIGNATION -  E 393
 RZ1415  PID         -  RZ1415
 RZ1415  STATE/COUNTY-  ID/NEZ PERCE
 RZ1415  USGS QUAD   -  CLARKSTON (1971)
 RZ1415
 RZ1415                         *CURRENT SURVEY CONTROL
 RZ1415  ___________________________________________________________________
 RZ1415* NAD 83(1986)-  46 28 53.     (N)    117 02 21.     (W)     SCALED    
 RZ1415* NAVD 88     -       807.329  (meters)    2648.71   (feet)  ADJUSTED  
 RZ1415  ___________________________________________________________________
 RZ1415  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 RZ1415  DYNAMIC HT  -         807.263 (meters)    2648.50  (feet)  COMP
 RZ1415  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 RZ1415
 RZ1415  VERT ORDER  -  FIRST     CLASS II
 RZ1415
 RZ1415.The horizontal coordinates were scaled from a topographic map and have
 RZ1415.an estimated accuracy of +/- 6 seconds.
 RZ1415
 RZ1415.The orthometric height was determined by differential leveling
 RZ1415.and adjusted by the National Geodetic Survey in June 1991..
 RZ1415
 RZ1415.The geoid height was determined by GEOID03.
 RZ1415
 RZ1415.The dynamic height is computed by dividing the NAVD 88
 RZ1415.geopotential number by the normal gravity value computed on the
 RZ1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1415.degrees latitude (g = 980.6199 gals.).
 RZ1415
 RZ1415.The modeled gravity was interpolated from observed gravity values.
 RZ1415
 RZ1415;                    North         East    Units  Estimated Accuracy
 RZ1415;SPC ID W     -   535,750.      701,010.      MT  (+/- 180 meters Scaled)
 RZ1415
 RZ1415                          SUPERSEDED SURVEY CONTROL
 RZ1415
 RZ1415.No superseded survey control is available for this station.
 RZ1415
 RZ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM969475(NAD 83)
 RZ1415_MARKER: DB = BENCH MARK DISK
 RZ1415_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1415_SP_SET: ROCK OUTCROP
 RZ1415_STAMPING: E 393 1980
 RZ1415_MARK LOGO: NGS   
 RZ1415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1415+STABILITY: POSITION/ELEVATION WELL
 RZ1415
 RZ1415  HISTORY     - Date     Condition        Report By
 RZ1415  HISTORY     - 1980     MONUMENTED       NGS
 RZ1415
 RZ1415                          STATION DESCRIPTION
 RZ1415
 RZ1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1415'13.3 KM (8.25 MI) SW FROM GENESSE.
 RZ1415'2.9 KILOMETERS (1.8 MILES) SOUTHWEST ALONG OLD U.S. HIGHWAY 95 FROM
 RZ1415'THE UNION PACIFIC RAILWAY STATION IN GENESSE, THENCE 10.2 KILOMETERS
 RZ1415'(6.35 MILES) SOUTHWEST ALONG NEW HIGHWAY 95, THENCE 0.2 KILOMETER
 RZ1415'(0.1 MILE) WEST ALONG THE U.S. HIGHWAY 195 ACCESS ROAD, 0.2 KILOMETER
 RZ1415'(0.1 MILE) SOUTHEAST OF THE IDAHO-WASHINGTON STATE LINE, AT A
 RZ1415'POWER LINE CROSSING THE HIGHWAY, SET IN TOP OF A ROCK OUTCROP AT A
 RZ1415'DRY ROCK DRAW, 29.3 METERS (96.0 FEET) NORTHEAST OF A HIGHWAY 195
 RZ1415'SIGN, 15.1 METERS (49.5 FEET) SOUTHEAST OF OF POWER LINE POLE NUMBER
 RZ1415'8G 1 R, 14.3 METERS (47.0 FEET) NORTHWEST OF THE CENTERLINE OF THE
 RZ1415'ACCESS ROAD, 8.2 METERS (27.0 FEET) NORTHWEST OF THE TOP CENTER OF
 RZ1415'THE NORTHWEST END OF A STEEL PIPE CULVERT UNDER THE ROAD, THE DISK
 RZ1415'IS CRIMPED TO A 15-CENTIMETER (6-INCH) LENGTH OF STAINLESS STEEL ROD
 RZ1415'CEMENTED INTO A DRILL HOLE IN THE ROCK.
 RZ1415'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RZ1415'THE MARK IS 1.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1481 ***********************************************************************
 RZ1481  DESIGNATION -  E 402
 RZ1481  PID         -  RZ1481
 RZ1481  STATE/COUNTY-  ID/NEZ PERCE
 RZ1481  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ1481
 RZ1481                         *CURRENT SURVEY CONTROL
 RZ1481  ___________________________________________________________________
 RZ1481* NAD 83(1986)-  46 23 42.     (N)    116 59 43.     (W)     SCALED    
 RZ1481* NAVD 88     -       364.469  (meters)    1195.76   (feet)  ADJUSTED  
 RZ1481  ___________________________________________________________________
 RZ1481  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 RZ1481  DYNAMIC HT  -         364.469 (meters)    1195.76  (feet)  COMP
 RZ1481  MODELED GRAV-     980,606.9   (mgal)                       NAVD 88
 RZ1481
 RZ1481  VERT ORDER  -  FIRST     CLASS II
 RZ1481
 RZ1481.The horizontal coordinates were scaled from a topographic map and have
 RZ1481.an estimated accuracy of +/- 6 seconds.
 RZ1481
 RZ1481.The orthometric height was determined by differential leveling
 RZ1481.and adjusted by the National Geodetic Survey in June 1991..
 RZ1481
 RZ1481.The geoid height was determined by GEOID03.
 RZ1481
 RZ1481.The dynamic height is computed by dividing the NAVD 88
 RZ1481.geopotential number by the normal gravity value computed on the
 RZ1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1481.degrees latitude (g = 980.6199 gals.).
 RZ1481
 RZ1481.The modeled gravity was interpolated from observed gravity values.
 RZ1481
 RZ1481;                    North         East    Units  Estimated Accuracy
 RZ1481;SPC ID W     -   526,100.      704,230.      MT  (+/- 180 meters Scaled)
 RZ1481
 RZ1481                          SUPERSEDED SURVEY CONTROL
 RZ1481
 RZ1481.No superseded survey control is available for this station.
 RZ1481
 RZ1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM003379(NAD 83)
 RZ1481_MARKER: DB = BENCH MARK DISK
 RZ1481_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1481_SP_SET: ROCK OUTCROP
 RZ1481_STAMPING: E 402 1982
 RZ1481_MARK LOGO: NGS   
 RZ1481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1481+STABILITY: POSITION/ELEVATION WELL
 RZ1481
 RZ1481  HISTORY     - Date     Condition        Report By
 RZ1481  HISTORY     - 1982     MONUMENTED       NGS
 RZ1481
 RZ1481                          STATION DESCRIPTION
 RZ1481
 RZ1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1481'3.3 KM (2.0 MI) SE FROM LEWISTON.
 RZ1481'1.15 KM (0.7 MI) EAST ALONG MAIN STREET FROM THE COURTHOUSE IN
 RZ1481'LEWISTON, THENCE 2.15 KM (1.35 MI) SOUTH ALONG COUNTY ROAD P2, IN TOP
 RZ1481'OF AND 0.7 METER (2.3 FT) EAST OF THE WEST END OF A 3- BY 5-FOOT
 RZ1481'VOLCANIC ROCK SHELF PROJECTING 2 FEET ABOVE THE BASE OF THE LONG LOW
 RZ1481'ROCK ROAD CUT ON THE OUTSIDE OF A CURVE, 9.7 METERS (32 FT) SOUTHWEST
 RZ1481'OF THE CENTERLINE OF THE SOUTHBOUND LANES, 61.9 METERS (203 FT)
 RZ1481'NORTHWEST OF THE SOUTHEAST END OF THE ROCK CUT, 0.25 METER (0.8 FT)
 RZ1481'SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK SHELF.
 RZ1481'THE MARK IS 0.25 METERS  E FROM A WITNESS POST.
 RZ1481'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1523 ***********************************************************************
 RZ1523  DESIGNATION -  E 403
 RZ1523  PID         -  RZ1523
 RZ1523  STATE/COUNTY-  ID/LEWIS
 RZ1523  USGS QUAD   -  CRAIGMONT (1967)
 RZ1523
 RZ1523                         *CURRENT SURVEY CONTROL
 RZ1523  ___________________________________________________________________
 RZ1523* NAD 83(1986)-  46 14 21.     (N)    116 29 05.     (W)     SCALED    
 RZ1523* NAVD 88     -      1160.386  (meters)    3807.03   (feet)  ADJUSTED  
 RZ1523  ___________________________________________________________________
 RZ1523  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 RZ1523  DYNAMIC HT  -        1160.169 (meters)    3806.32  (feet)  COMP
 RZ1523  MODELED GRAV-     980,387.5   (mgal)                       NAVD 88
 RZ1523
 RZ1523  VERT ORDER  -  FIRST     CLASS II
 RZ1523
 RZ1523.The horizontal coordinates were scaled from a topographic map and have
 RZ1523.an estimated accuracy of +/- 6 seconds.
 RZ1523
 RZ1523.The orthometric height was determined by differential leveling
 RZ1523.and adjusted by the National Geodetic Survey in June 1991..
 RZ1523
 RZ1523.The geoid height was determined by GEOID03.
 RZ1523
 RZ1523.The dynamic height is computed by dividing the NAVD 88
 RZ1523.geopotential number by the normal gravity value computed on the
 RZ1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1523.degrees latitude (g = 980.6199 gals.).
 RZ1523
 RZ1523.The modeled gravity was interpolated from observed gravity values.
 RZ1523
 RZ1523;                    North         East    Units  Estimated Accuracy
 RZ1523;SPC ID W     -   508,290.      743,340.      MT  (+/- 180 meters Scaled)
 RZ1523
 RZ1523                          SUPERSEDED SURVEY CONTROL
 RZ1523
 RZ1523.No superseded survey control is available for this station.
 RZ1523
 RZ1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM397207(NAD 83)
 RZ1523_MARKER: I = METAL ROD
 RZ1523_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1523_SP_SET: STAINLESS STEEL ROD
 RZ1523_STAMPING: E 403 1982
 RZ1523_MARK LOGO: NGS   
 RZ1523_PROJECTION: FLUSH
 RZ1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1523_ROD/PIPE-DEPTH: 4.3  meters
 RZ1523
 RZ1523  HISTORY     - Date     Condition        Report By
 RZ1523  HISTORY     - 1982     MONUMENTED       NGS
 RZ1523
 RZ1523                          STATION DESCRIPTION
 RZ1523
 RZ1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1523'1.5 KM (0.95 MI) NW FROM CRAIGMONT.
 RZ1523'1.5 KM (0.95 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF
 RZ1523'STATE HIGHWAY 64 IN CRAIGMONT, AT THE INTERSECTION OF FIFTH STREET, AT
 RZ1523'THE NORTHEAST END OF A CUT, 0.45 KM (0.3 MI) SOUTHWEST OF MILEPOST
 RZ1523'273, 15.2 METERS (50 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 RZ1523'8.1 METERS (26.5 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE ROAD,
 RZ1523'4.5 METERS (15 FT) NORTH OF THE NORTHEAST END OF A CULVERT, AND
 RZ1523'BETWEEN TWO WITNESS POSTS.
 RZ1523'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 RZ1523'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1530 ***********************************************************************
 RZ1530  DESIGNATION -  E 404
 RZ1530  PID         -  RZ1530
 RZ1530  STATE/COUNTY-  ID/IDAHO
 RZ1530  USGS QUAD   -  CRAIGMONT (1967)
 RZ1530
 RZ1530                         *CURRENT SURVEY CONTROL
 RZ1530  ___________________________________________________________________
 RZ1530* NAD 83(1986)-  46 09 30.     (N)    116 24 04.     (W)     SCALED    
 RZ1530* NAVD 88     -      1145.785  (meters)    3759.13   (feet)  ADJUSTED  
 RZ1530  ___________________________________________________________________
 RZ1530  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 RZ1530  DYNAMIC HT  -        1145.571 (meters)    3758.43  (feet)  COMP
 RZ1530  MODELED GRAV-     980,388.1   (mgal)                       NAVD 88
 RZ1530
 RZ1530  VERT ORDER  -  FIRST     CLASS II
 RZ1530
 RZ1530.The horizontal coordinates were scaled from a topographic map and have
 RZ1530.an estimated accuracy of +/- 6 seconds.
 RZ1530
 RZ1530.The orthometric height was determined by differential leveling
 RZ1530.and adjusted by the National Geodetic Survey in June 1991..
 RZ1530
 RZ1530.The geoid height was determined by GEOID03.
 RZ1530
 RZ1530.The dynamic height is computed by dividing the NAVD 88
 RZ1530.geopotential number by the normal gravity value computed on the
 RZ1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1530.degrees latitude (g = 980.6199 gals.).
 RZ1530
 RZ1530.The modeled gravity was interpolated from observed gravity values.
 RZ1530
 RZ1530;                    North         East    Units  Estimated Accuracy
 RZ1530;SPC ID W     -   499,240.      749,710.      MT  (+/- 180 meters Scaled)
 RZ1530
 RZ1530                          SUPERSEDED SURVEY CONTROL
 RZ1530
 RZ1530.No superseded survey control is available for this station.
 RZ1530
 RZ1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM462118(NAD 83)
 RZ1530_MARKER: I = METAL ROD
 RZ1530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1530_SP_SET: STAINLESS STEEL ROD
 RZ1530_STAMPING: E 404 1982
 RZ1530_MARK LOGO: NGS   
 RZ1530_PROJECTION: FLUSH
 RZ1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1530_ROD/PIPE-DEPTH: 1.7  meters
 RZ1530
 RZ1530  HISTORY     - Date     Condition        Report By
 RZ1530  HISTORY     - 1982     MONUMENTED       NGS
 RZ1530
 RZ1530                          STATION DESCRIPTION
 RZ1530
 RZ1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1530'1.6 KM (1.0 MI) NW FROM FERDINAND.
 RZ1530'1.6 KM (1.0 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE CAMAS PRAIRIE
 RZ1530'RAILROAD OVERPASS IN FERDINAND, IN THE NORTHWEST CORNER OF THE
 RZ1530'T-JUNCTION OF A GRAVEL ROAD LEADING WEST, 0.55 KM (0.35 MI) SOUTH OF
 RZ1530'MILEPOST 265, 37.6 METERS (123.5 FT) WEST OF THE SOUTHBOUND HIGHWAY
 RZ1530'CENTERLINE, 25.0 METERS (82 FT) WEST OF A FENCE CORNER POST, 6.7
 RZ1530'METERS (22 FT) NORTH OF THE ROAD CENTERLINE, 2.1 METERS (7 FT) WEST OF
 RZ1530'THE WEST GATE POST FOR A WIRE GATE, 0.3 METER (1 FT) SOUTH OF A BARB
 RZ1530'WIRE FENCE.
 RZ1530'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 RZ1530'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1013 ***********************************************************************
 RA1013  DESIGNATION -  E 405
 RA1013  PID         -  RA1013
 RA1013  STATE/COUNTY-  ID/IDAHO
 RA1013  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA1013
 RA1013                         *CURRENT SURVEY CONTROL
 RA1013  ___________________________________________________________________
 RA1013* NAD 83(1986)-  45 52 37.     (N)    116 13 33.     (W)     SCALED    
 RA1013* NAVD 88     -      1070.528  (meters)    3512.22   (feet)  ADJUSTED  
 RA1013  ___________________________________________________________________
 RA1013  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 RA1013  DYNAMIC HT  -        1070.279 (meters)    3511.41  (feet)  COMP
 RA1013  MODELED GRAV-     980,346.8   (mgal)                       NAVD 88
 RA1013
 RA1013  VERT ORDER  -  FIRST     CLASS II
 RA1013
 RA1013.The horizontal coordinates were scaled from a topographic map and have
 RA1013.an estimated accuracy of +/- 6 seconds.
 RA1013
 RA1013.The orthometric height was determined by differential leveling
 RA1013.and adjusted by the National Geodetic Survey in June 1991..
 RA1013
 RA1013.The geoid height was determined by GEOID03.
 RA1013
 RA1013.The dynamic height is computed by dividing the NAVD 88
 RA1013.geopotential number by the normal gravity value computed on the
 RA1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1013.degrees latitude (g = 980.6199 gals.).
 RA1013
 RA1013.The modeled gravity was interpolated from observed gravity values.
 RA1013
 RA1013;                    North         East    Units  Estimated Accuracy
 RA1013;SPC ID W     -   467,870.      763,060.      MT  (+/- 180 meters Scaled)
 RA1013
 RA1013                          SUPERSEDED SURVEY CONTROL
 RA1013
 RA1013.No superseded survey control is available for this station.
 RA1013
 RA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL600806(NAD 83)
 RA1013_MARKER: DB = BENCH MARK DISK
 RA1013_SETTING: 66 = SET IN ROCK OUTCROP
 RA1013_SP_SET: ROCK OUTCROP
 RA1013_STAMPING: E 405 1982
 RA1013_MARK LOGO: NGS   
 RA1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1013+STABILITY: POSITION/ELEVATION WELL
 RA1013
 RA1013  HISTORY     - Date     Condition        Report By
 RA1013  HISTORY     - 1982     MONUMENTED       NGS
 RA1013
 RA1013                          STATION DESCRIPTION
 RA1013
 RA1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1013'8.6 KM (5.4 MI) SW FROM GRANGEVILLE.
 RA1013'8.65 KM (5.4 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE T-JUNCTION OF
 RA1013'STATE HIGHWAY 13 IN GRANGEVILLE, IN TOP OF THE NORTHEAST EDGE OF A
 RA1013'3-BY 3-FOOT FLAT SHELF IN A VOLCANIC BEDROCK CUT, 0.35 KM (0.2 MI)
 RA1013'SOUTHWEST OF MILEPOST 234, 11.9 METERS (39 FT) NORTHWEST OF THE
 RA1013'HIGHWAY CENTERLINE, 62.2 METERS (204 FT) SOUTHWEST OF THE CENTER OF A
 RA1013'PRIVATE ROAD LEADING NORTHWEST TO A METAL BARN, 50.3 METERS (165 FT)
 RA1013'SOUTHWEST OF THE NORTHEAST END OF THE CUT, 3.6 METERS (12 FT) BELOW
 RA1013'THE TOP OF THE CUT.
 RA1013'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RA1013'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1039 ***********************************************************************
 RA1039  DESIGNATION -  E 406
 RA1039  PID         -  RA1039
 RA1039  STATE/COUNTY-  ID/IDAHO
 RA1039  USGS QUAD   -  RIGGINS (1964)
 RA1039
 RA1039                         *CURRENT SURVEY CONTROL
 RA1039  ___________________________________________________________________
 RA1039* NAD 83(1986)-  45 26 44.     (N)    116 18 39.     (W)     SCALED    
 RA1039* NAVD 88     -       527.544  (meters)    1730.78   (feet)  ADJUSTED  
 RA1039  ___________________________________________________________________
 RA1039  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 RA1039  DYNAMIC HT  -         527.434 (meters)    1730.42  (feet)  COMP
 RA1039  MODELED GRAV-     980,393.2   (mgal)                       NAVD 88
 RA1039
 RA1039  VERT ORDER  -  FIRST     CLASS II
 RA1039
 RA1039.The horizontal coordinates were scaled from a topographic map and have
 RA1039.an estimated accuracy of +/- 6 seconds.
 RA1039
 RA1039.The orthometric height was determined by differential leveling
 RA1039.and adjusted by the National Geodetic Survey in June 1991..
 RA1039
 RA1039.The geoid height was determined by GEOID03.
 RA1039
 RA1039.The dynamic height is computed by dividing the NAVD 88
 RA1039.geopotential number by the normal gravity value computed on the
 RA1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1039.degrees latitude (g = 980.6199 gals.).
 RA1039
 RA1039.The modeled gravity was interpolated from observed gravity values.
 RA1039
 RA1039;                    North         East    Units  Estimated Accuracy
 RA1039;SPC ID W     -   419,970.      756,130.      MT  (+/- 180 meters Scaled)
 RA1039
 RA1039                          SUPERSEDED SURVEY CONTROL
 RA1039
 RA1039.No superseded survey control is available for this station.
 RA1039
 RA1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL538326(NAD 83)
 RA1039_MARKER: DB = BENCH MARK DISK
 RA1039_SETTING: 66 = SET IN ROCK OUTCROP
 RA1039_SP_SET: ROCK OUTCROP
 RA1039_STAMPING: E 406 1982
 RA1039_MARK LOGO: NGS   
 RA1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1039+STABILITY: POSITION/ELEVATION WELL
 RA1039
 RA1039  HISTORY     - Date     Condition        Report By
 RA1039  HISTORY     - 1982     MONUMENTED       NGS
 RA1039  HISTORY     - 19950621 GOOD             USPSQD
 RA1039
 RA1039                          STATION DESCRIPTION
 RA1039
 RA1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1039'3.4 KM (2.1 MI) NORTH FROM RIGGINS.
 RA1039'3.45 KM (2.1 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 RA1039'RIGGINS, AT THE NORTH END OF THE STEEL BRIDGE OVER THE SALMON RIVER,
 RA1039'IN TOP OF THE NORTHEAST END OF A 1- BY 3-FOOT FLAT TOP SHELF OF
 RA1039'BEDROCK 2 FEET ABOVE THE BASE OF THE BEDROCK CUT, 0.7 KM (0.45 MI)
 RA1039'NORTHEAST OF MILEPOST 197, 8.0 METERS (26.5 FT) SOUTHEAST OF THE
 RA1039'HIGHWAY CENTERLINE, 23.7 METERS (78 FT) NORTHEAST OF THE NORTHEAST END
 RA1039'OF THE NORTH CONCRETE BRIDGE GUARDRAIL, 2.7 METERS (9 FT) NORTHEAST OF
 RA1039'THE NORTHEAST END OF A PREFAB CONCRETE GUARDRAIL.
 RA1039'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RA1039'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RA1039
 RA1039                          STATION RECOVERY (1995)
 RA1039
 RA1039'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1074 ***********************************************************************
 QB1074  DESIGNATION -  E 407
 QB1074  PID         -  QB1074
 QB1074  STATE/COUNTY-  ID/ADAMS
 QB1074  USGS QUAD   -  NEW MEADOWS (1986)
 QB1074
 QB1074                         *CURRENT SURVEY CONTROL
 QB1074  ___________________________________________________________________
 QB1074* NAD 83(1986)-  44 58 34.     (N)    116 17 59.     (W)     SCALED    
 QB1074* NAVD 88     -      1190.206  (meters)    3904.87   (feet)  ADJUSTED  
 QB1074  ___________________________________________________________________
 QB1074  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 QB1074  DYNAMIC HT  -        1189.783 (meters)    3903.48  (feet)  COMP
 QB1074  MODELED GRAV-     980,220.8   (mgal)                       NAVD 88
 QB1074
 QB1074  VERT ORDER  -  FIRST     CLASS II
 QB1074
 QB1074.The horizontal coordinates were scaled from a topographic map and have
 QB1074.an estimated accuracy of +/- 6 seconds.
 QB1074
 QB1074.The orthometric height was determined by differential leveling
 QB1074.and adjusted by the National Geodetic Survey in June 1991..
 QB1074
 QB1074.The geoid height was determined by GEOID03.
 QB1074
 QB1074.The dynamic height is computed by dividing the NAVD 88
 QB1074.geopotential number by the normal gravity value computed on the
 QB1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1074.degrees latitude (g = 980.6199 gals.).
 QB1074
 QB1074.The modeled gravity was interpolated from observed gravity values.
 QB1074
 QB1074;                    North         East    Units  Estimated Accuracy
 QB1074;SPC ID W     -   367,800.      756,640.      MT  (+/- 180 meters Scaled)
 QB1074
 QB1074                          SUPERSEDED SURVEY CONTROL
 QB1074
 QB1074.No superseded survey control is available for this station.
 QB1074
 QB1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK552805(NAD 83)
 QB1074_MARKER: DB = BENCH MARK DISK
 QB1074_SETTING: 66 = SET IN ROCK OUTCROP
 QB1074_SP_SET: ROCK OUTCROP
 QB1074_STAMPING: E 407 1983
 QB1074_MARK LOGO: NGS   
 QB1074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1074+STABILITY: POSITION/ELEVATION WELL
 QB1074
 QB1074  HISTORY     - Date     Condition        Report By
 QB1074  HISTORY     - 1983     MONUMENTED       NGS
 QB1074
 QB1074                          STATION DESCRIPTION
 QB1074
 QB1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1074'1.5 KM (0.95 MI) WEST FROM NEW MEADOWS.
 QB1074'1.55 KM (0.95 MI) WEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 QB1074'HIGHWAY 55 IN NEW MEADOWS, IN TOP OF AND 0.2 METER (0.8 FT) NORTHWEST
 QB1074'OF THE SOUTHEAST EDGE OF A 2- BY 2-FOOT EXPOSURE OF VOLCANIC OUTCROP
 QB1074'PROJECTING 0.5 FOOT, ON TOP OF A SHORT LOW ROCK CUT, 0.15 KM (0.1 MI)
 QB1074'NORTHWEST OF THE T-JUNCTION OF A PRIVATE ROAD LEADING NORTHEAST, 49.5
 QB1074'METERS (162.5 FT) NORTHWEST ACROSS THE HIGHWAY FROM MILEPOST 160, 14.9
 QB1074'METERS (49 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 49.4 METERS (162
 QB1074'FT) SOUTHEAST OF THE POWER POLE ON THE NORTHWEST END OF THE CUT, 0.6
 QB1074'METER (2 FT) SOUTHWEST OF A FENCE.
 QB1074'THE MARK IS 1.1 METERS  NE FROM A WITNESS POST.
 QB1074'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1100 ***********************************************************************
 QB1100  DESIGNATION -  E 408
 QB1100  PID         -  QB1100
 QB1100  STATE/COUNTY-  ID/ADAMS
 QB1100  USGS QUAD   -  COUNCIL (1986)
 QB1100
 QB1100                         *CURRENT SURVEY CONTROL
 QB1100  ___________________________________________________________________
 QB1100* NAD 83(1986)-  44 40 51.     (N)    116 26 55.     (W)     SCALED    
 QB1100* NAVD 88     -       900.741  (meters)    2955.18   (feet)  ADJUSTED  
 QB1100  ___________________________________________________________________
 QB1100  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 QB1100  DYNAMIC HT  -         900.470 (meters)    2954.29  (feet)  COMP
 QB1100  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 QB1100
 QB1100  VERT ORDER  -  FIRST     CLASS II
 QB1100
 QB1100.The horizontal coordinates were scaled from a topographic map and have
 QB1100.an estimated accuracy of +/- 6 seconds.
 QB1100
 QB1100.The orthometric height was determined by differential leveling
 QB1100.and adjusted by the National Geodetic Survey in June 1991..
 QB1100
 QB1100.The geoid height was determined by GEOID03.
 QB1100
 QB1100.The dynamic height is computed by dividing the NAVD 88
 QB1100.geopotential number by the normal gravity value computed on the
 QB1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1100.degrees latitude (g = 980.6199 gals.).
 QB1100
 QB1100.The modeled gravity was interpolated from observed gravity values.
 QB1100
 QB1100;                    North         East    Units  Estimated Accuracy
 QB1100;SPC ID W     -   335,080.      744,620.      MT  (+/- 180 meters Scaled)
 QB1100
 QB1100                          SUPERSEDED SURVEY CONTROL
 QB1100
 QB1100.No superseded survey control is available for this station.
 QB1100
 QB1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK436476(NAD 83)
 QB1100_MARKER: I = METAL ROD
 QB1100_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1100_SP_SET: STAINLESS STEEL ROD
 QB1100_STAMPING: E 408 1983
 QB1100_MARK LOGO: NGS   
 QB1100_PROJECTION: FLUSH
 QB1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1100_ROD/PIPE-DEPTH: 2.1  meters
 QB1100
 QB1100  HISTORY     - Date     Condition        Report By
 QB1100  HISTORY     - 1983     MONUMENTED       NGS
 QB1100
 QB1100                          STATION DESCRIPTION
 QB1100
 QB1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1100'5.3 KM (3.3 MI) SOUTH FROM COUNCIL.
 QB1100'5.3 KM (3.3 MI) SOUTH ALONG US HIGHWAY 95 FROM THE HIGH SCHOOL IN
 QB1100'COUNCIL, 1.2 KM (0.75 MI) SOUTH OF THE T-JUNCTION OF COTTONWOOD ROAD,
 QB1100'0.6 KM (0.4 MI) NORTH OF MILEPOST 132, AT THE UNION PACIFIC RAILROAD
 QB1100'MESA SIDING, 22.5 METERS (74 FT) WEST OF THE CENTERLINE OF THE
 QB1100'HIGHWAY, 28.3 METERS (93.5 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 QB1100'MAIN TRACK, 1.1 METERS (3.5 FT) NORTH OF A POWER LINE POLE.
 QB1100'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 QB1100'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0766 ***********************************************************************
 OY0766  DESIGNATION -  E 409
 OY0766  PID         -  OY0766
 OY0766  STATE/COUNTY-  ID/BINGHAM
 OY0766  USGS QUAD   -  FORT HALL (1971)
 OY0766
 OY0766                         *CURRENT SURVEY CONTROL
 OY0766  ___________________________________________________________________
 OY0766* NAD 83(1986)-  43 05 42.     (N)    112 25 09.     (W)     SCALED    
 OY0766* NAVD 88     -      1359.712  (meters)    4460.99   (feet)  ADJUSTED  
 OY0766  ___________________________________________________________________
 OY0766  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 OY0766  DYNAMIC HT  -        1358.975 (meters)    4458.57  (feet)  COMP
 OY0766  MODELED GRAV-     980,031.1   (mgal)                       NAVD 88
 OY0766
 OY0766  VERT ORDER  -  FIRST     CLASS II
 OY0766
 OY0766.The horizontal coordinates were scaled from a topographic map and have
 OY0766.an estimated accuracy of +/- 6 seconds.
 OY0766
 OY0766.The orthometric height was determined by differential leveling
 OY0766.and adjusted by the National Geodetic Survey in June 1991..
 OY0766
 OY0766.The geoid height was determined by GEOID03.
 OY0766
 OY0766.The dynamic height is computed by dividing the NAVD 88
 OY0766.geopotential number by the normal gravity value computed on the
 OY0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0766.degrees latitude (g = 980.6199 gals.).
 OY0766
 OY0766.The modeled gravity was interpolated from observed gravity values.
 OY0766
 OY0766;                    North         East    Units  Estimated Accuracy
 OY0766;SPC ID E     -   158,680.      179,440.      MT  (+/- 180 meters Scaled)
 OY0766
 OY0766                          SUPERSEDED SURVEY CONTROL
 OY0766
 OY0766  NGVD 29 (08/20/92) 1358.674  (m)         4457.58   (f) ADJUSTED    1 2
 OY0766
 OY0766.Superseded values are not recommended for survey control.
 OY0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0766.See file dsdata.txt to determine how the superseded data were derived.
 OY0766
 OY0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN845723(NAD 83)
 OY0766_MARKER: I = METAL ROD
 OY0766_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY0766_SP_SET: STAINLESS STEEL ROD
 OY0766_STAMPING: E 409 1983
 OY0766_MARK LOGO: NGS   
 OY0766_PROJECTION: FLUSH
 OY0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0766_ROD/PIPE-DEPTH: 4.3  meters
 OY0766
 OY0766  HISTORY     - Date     Condition        Report By
 OY0766  HISTORY     - 1983     MONUMENTED       NGS
 OY0766
 OY0766                          STATION DESCRIPTION
 OY0766
 OY0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OY0766'12.6 KM (7.85 MI) SW FROM BLACKFOOT.
 OY0766'12.6 KM (7.85 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0766'THE RAILROAD STATION IN BLACKFOOT, 0.6 KM (1.0 MI) NORTH OF MILEPOST
 OY0766'150, 14.0 METERS (45.9 FT) EAST OF THE NEAR RAIL, 11.7 METERS (38.4
 OY0766'FT) NORTH OF THE CENTER OF BRONCHO ROAD, AND 2.4 METERS (7.9 FT) NORTH
 OY0766'OF A FENCE CORNER.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OY0766'CAP.
 OY0766'THE MARK IS 0.5 METERS  W FROM  A FENCE AND WITNESS POST
 OY0766'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0749 ***********************************************************************
 PY0749  DESIGNATION -  E 410
 PY0749  PID         -  PY0749
 PY0749  STATE/COUNTY-  ID/FREMONT
 PY0749  USGS QUAD   -  LOOKOUT BUTTE (1965)
 PY0749
 PY0749                         *CURRENT SURVEY CONTROL
 PY0749  ___________________________________________________________________
 PY0749* NAD 83(1986)-  44 08 59.     (N)    111 25 30.     (W)     SCALED    
 PY0749* NAVD 88     -      1789.106  (meters)    5869.76   (feet)  ADJUSTED  
 PY0749  ___________________________________________________________________
 PY0749  GEOID HEIGHT-         -10.20  (meters)                     GEOID03
 PY0749  DYNAMIC HT  -        1788.111 (meters)    5866.49  (feet)  COMP
 PY0749  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 PY0749
 PY0749  VERT ORDER  -  FIRST     CLASS II
 PY0749
 PY0749.The horizontal coordinates were scaled from a topographic map and have
 PY0749.an estimated accuracy of +/- 6 seconds.
 PY0749
 PY0749.The orthometric height was determined by differential leveling
 PY0749.and adjusted by the National Geodetic Survey in June 1991..
 PY0749
 PY0749.The geoid height was determined by GEOID03.
 PY0749
 PY0749.The dynamic height is computed by dividing the NAVD 88
 PY0749.geopotential number by the normal gravity value computed on the
 PY0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0749.degrees latitude (g = 980.6199 gals.).
 PY0749
 PY0749.The modeled gravity was interpolated from observed gravity values.
 PY0749
 PY0749;                    North         East    Units  Estimated Accuracy
 PY0749;SPC ID E     -   276,100.      259,330.      MT  (+/- 180 meters Scaled)
 PY0749
 PY0749                          SUPERSEDED SURVEY CONTROL
 PY0749
 PY0749  NGVD 29 (08/20/92) 1787.960  (m)         5866.00   (f) ADJUSTED    1 2
 PY0749
 PY0749.Superseded values are not recommended for survey control.
 PY0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0749.See file dsdata.txt to determine how the superseded data were derived.
 PY0749
 PY0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP660885(NAD 83)
 PY0749_MARKER: I = METAL ROD
 PY0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0749_SP_SET: STAINLESS STEEL ROD
 PY0749_STAMPING: E 410 1983
 PY0749_MARK LOGO: NGS   
 PY0749_PROJECTION: FLUSH
 PY0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0749_ROD/PIPE-DEPTH: 10.1 meters
 PY0749
 PY0749  HISTORY     - Date     Condition        Report By
 PY0749  HISTORY     - 1983     MONUMENTED       NGS
 PY0749
 PY0749                          STATION DESCRIPTION
 PY0749
 PY0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0749'9.6 KM (5.95 MI) NE FROM ASHTON.
 PY0749'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 47 FROM THE UNION PACIFIC
 PY0749'RAILROAD STATION IN ASHTON, THENCE 9.2 KM (5.7 MI) NORTHEASTERLY ALONG
 PY0749'U.S. HIGHWAY 20, 0.5 KM (0.3 MI) NORTH OF THE TARGHEE NATIONAL FOREST
 PY0749'BOUNDRY, AND 15.2 METER (49.9 FT) WEST OF THE CENTER OF THE HIGHWAY.
 PY0749'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PY0749'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PY0749'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0722 ***********************************************************************
 PY0722  DESIGNATION -  E 411
 PY0722  PID         -  PY0722
 PY0722  STATE/COUNTY-  ID/FREMONT
 PY0722  USGS QUAD   -  BIG SPRINGS (1964)
 PY0722
 PY0722                         *CURRENT SURVEY CONTROL
 PY0722  ___________________________________________________________________
 PY0722* NAD 83(1986)-  44 32 02.     (N)    111 19 48.     (W)     SCALED    
 PY0722* NAVD 88     -      1958.515  (meters)    6425.56   (feet)  ADJUSTED  
 PY0722  ___________________________________________________________________
 PY0722  GEOID HEIGHT-          -9.14  (meters)                     GEOID03
 PY0722  DYNAMIC HT  -        1957.435 (meters)    6422.02  (feet)  COMP
 PY0722  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 PY0722
 PY0722  VERT ORDER  -  FIRST     CLASS II
 PY0722
 PY0722.The horizontal coordinates were scaled from a topographic map and have
 PY0722.an estimated accuracy of +/- 6 seconds.
 PY0722
 PY0722.The orthometric height was determined by differential leveling
 PY0722.and adjusted by the National Geodetic Survey in June 1991..
 PY0722
 PY0722.The geoid height was determined by GEOID03.
 PY0722
 PY0722.The dynamic height is computed by dividing the NAVD 88
 PY0722.geopotential number by the normal gravity value computed on the
 PY0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0722.degrees latitude (g = 980.6199 gals.).
 PY0722
 PY0722.The modeled gravity was interpolated from observed gravity values.
 PY0722
 PY0722;                    North         East    Units  Estimated Accuracy
 PY0722;SPC ID E     -   318,860.      266,500.      MT  (+/- 180 meters Scaled)
 PY0722
 PY0722                          SUPERSEDED SURVEY CONTROL
 PY0722
 PY0722  NGVD 29 (08/20/92) 1957.315  (m)         6421.62   (f) ADJUSTED    1 2
 PY0722
 PY0722.Superseded values are not recommended for survey control.
 PY0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0722.See file dsdata.txt to determine how the superseded data were derived.
 PY0722
 PY0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ737312(NAD 83)
 PY0722_MARKER: I = METAL ROD
 PY0722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0722_SP_SET: STAINLESS STEEL ROD
 PY0722_STAMPING: E 411 1983
 PY0722_MARK LOGO: NGS   
 PY0722_PROJECTION: FLUSH
 PY0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0722_ROD/PIPE-DEPTH: 12.2 meters
 PY0722
 PY0722  HISTORY     - Date     Condition        Report By
 PY0722  HISTORY     - 1983     MONUMENTED       NGS
 PY0722
 PY0722                          STATION DESCRIPTION
 PY0722
 PY0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0722'33.4 KM (20.75 MI) SW FROM WEST YELLOWSTONE MONTANA.
 PY0722'33.4 KM (20.75 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 20 FROM THE MUSEUM
 PY0722'OF THE YELLOWSTONE IN WEST YELLOWSTONE, AT THE NORTH END OF A SMALL
 PY0722'HIGHWAY CUT, 0.3 KM (0.2 MI) NORTH OF MILEPOST 395, 0.5 KM (0.3 MI)
 PY0722'SOUTH OF A GRAVELED ROAD LEADING WEST, AND 30.2 METERS (99.1 FT) WEST
 PY0722'OF THE CENTERLINE OF THE HIGHWAY.  ACCESS TO THE DATUM POINT IS
 PY0722'THROUGH A 5-INCH LOGO CAP.
 PY0722'THE MARK IS 0.3 METERS  E FROM  WITNESS POST AND FENCE
 PY0722'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1129 ***********************************************************************
 QB1129  DESIGNATION -  E 412
 QB1129  PID         -  QB1129
 QB1129  STATE/COUNTY-  ID/WASHINGTON
 QB1129  USGS QUAD   -  WEISER SOUTH (1951)
 QB1129
 QB1129                         *CURRENT SURVEY CONTROL
 QB1129  ___________________________________________________________________
 QB1129* NAD 83(1986)-  44 10 01.     (N)    116 53 28.     (W)     SCALED    
 QB1129* NAVD 88     -       646.923  (meters)    2122.45   (feet)  ADJUSTED  
 QB1129  ___________________________________________________________________
 QB1129  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 QB1129  DYNAMIC HT  -         646.740 (meters)    2121.85  (feet)  COMP
 QB1129  MODELED GRAV-     980,316.0   (mgal)                       NAVD 88
 QB1129
 QB1129  VERT ORDER  -  FIRST     CLASS II
 QB1129
 QB1129.The horizontal coordinates were scaled from a topographic map and have
 QB1129.an estimated accuracy of +/- 6 seconds.
 QB1129
 QB1129.The orthometric height was determined by differential leveling
 QB1129.and adjusted by the National Geodetic Survey in June 1991..
 QB1129
 QB1129.The geoid height was determined by GEOID03.
 QB1129
 QB1129.The dynamic height is computed by dividing the NAVD 88
 QB1129.geopotential number by the normal gravity value computed on the
 QB1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1129.degrees latitude (g = 980.6199 gals.).
 QB1129
 QB1129.The modeled gravity was interpolated from observed gravity values.
 QB1129
 QB1129;                    North         East    Units  Estimated Accuracy
 QB1129;SPC ID W     -   278,370.      708,740.      MT  (+/- 180 meters Scaled)
 QB1129
 QB1129                          SUPERSEDED SURVEY CONTROL
 QB1129
 QB1129.No superseded survey control is available for this station.
 QB1129
 QB1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ087904(NAD 83)
 QB1129_MARKER: I = METAL ROD
 QB1129_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1129_SP_SET: STAINLESS STEEL ROD
 QB1129_STAMPING: E 412 1983
 QB1129_MARK LOGO: NGS   
 QB1129_PROJECTION: FLUSH
 QB1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1129_ROD/PIPE-DEPTH: 6.1  meters
 QB1129
 QB1129  HISTORY     - Date     Condition        Report By
 QB1129  HISTORY     - 1983     MONUMENTED       NGS
 QB1129
 QB1129                          STATION DESCRIPTION
 QB1129
 QB1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1129'11.5 KM (7.2 MI) SE FROM WEISER.
 QB1129'0.15 KM (0.1 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 QB1129'WEISER, THENCE 11.4 KM (7.1 MI) SOUTHEAST ALONG US HIGHWAY 95, 0.4 KM
 QB1129'(0.25 MI) NORTH OF MILEPOST 75, ON THE SOUTHWEST CORNER OF THE
 QB1129'INTERSECTION OF A DIRT ROAD LEADING WEST ACROSS THE UNION PACIFIC
 QB1129'RAILROAD AND A PAVED ROAD LEADING EAST, 13.7 METERS (45 FT) WEST OF
 QB1129'THE CENTERLINE OF THE HIGHWAY, 15.2 METERS (50 FT) SOUTH OF THE CENTER
 QB1129'OF THE DIRT ROAD, 20.4 METERS (67 FT) EAST OF THE EAST RAIL OF THE
 QB1129'MAIN TRACK, 5.2 METERS (17 FT) WEST OF A POWER LINE POLE, 6.7 METERS
 QB1129'(22 FT) SOUTH OF THE EXTENDED CENTERLINE OF THE PAVED ROAD.
 QB1129'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QB1129'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0798 ***********************************************************************
 NV0798  DESIGNATION -  E 413
 NV0798  PID         -  NV0798
 NV0798  STATE/COUNTY-  ID/ELMORE
 NV0798  USGS QUAD   -  GLENNS FERRY (1992)
 NV0798
 NV0798                         *CURRENT SURVEY CONTROL
 NV0798  ___________________________________________________________________
 NV0798* NAD 83(1986)-  42 58 59.     (N)    115 15 38.     (W)     SCALED    
 NV0798* NAVD 88     -       778.092  (meters)    2552.79   (feet)  ADJUSTED  
 NV0798  ___________________________________________________________________
 NV0798  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 NV0798  DYNAMIC HT  -         777.765 (meters)    2551.72  (feet)  COMP
 NV0798  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 NV0798
 NV0798  VERT ORDER  -  FIRST     CLASS II
 NV0798
 NV0798.The horizontal coordinates were scaled from a topographic map and have
 NV0798.an estimated accuracy of +/- 6 seconds.
 NV0798
 NV0798.The orthometric height was determined by differential leveling
 NV0798.and adjusted by the National Geodetic Survey in June 1991..
 NV0798
 NV0798.The geoid height was determined by GEOID03.
 NV0798
 NV0798.The dynamic height is computed by dividing the NAVD 88
 NV0798.geopotential number by the normal gravity value computed on the
 NV0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0798.degrees latitude (g = 980.6199 gals.).
 NV0798
 NV0798.The modeled gravity was interpolated from observed gravity values.
 NV0798
 NV0798;                    North         East    Units  Estimated Accuracy
 NV0798;SPC ID W     -   146,330.      839,920.      MT  (+/- 180 meters Scaled)
 NV0798
 NV0798                          SUPERSEDED SURVEY CONTROL
 NV0798
 NV0798.No superseded survey control is available for this station.
 NV0798
 NV0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH418604(NAD 83)
 NV0798_MARKER: I = METAL ROD
 NV0798_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0798_SP_SET: STAINLESS STEEL ROD
 NV0798_STAMPING: E 413 1983
 NV0798_MARK LOGO: NGS   
 NV0798_PROJECTION: FLUSH
 NV0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0798_ROD/PIPE-DEPTH: 12.2 meters
 NV0798
 NV0798  HISTORY     - Date     Condition        Report By
 NV0798  HISTORY     - 1983     MONUMENTED       NGS
 NV0798
 NV0798                          STATION DESCRIPTION
 NV0798
 NV0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0798'5.4 KM (3.4 MI) SW FROM KING HILL.
 NV0798'5.4 KM (3.4 MI) SOUTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE
 NV0798'POST OFFICE IN KING HILL, 2.6 KM (1.6 MI) SOUTHWEST OF THE CROSSING OF
 NV0798'KING HILL CREEK, 0.2 KM (0.1 MI) NORTHEAST OF THE CROSSING OF A HIGH
 NV0798'TENSION POWER LINE, 98.0 METERS (321.5 FT) NORTHEAST ACROSS THE
 NV0798'HIGHWAY FROM MILEPOST 153, AT THE NORTHEAST END OF A SHORT TALL DIRT
 NV0798'CUT, 16.7 METERS (55 FT) NORTHWEST OF THE HIGHWAY CENTERLINE.
 NV0798'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 NV0798'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0823 ***********************************************************************
 NV0823  DESIGNATION -  E 414
 NV0823  PID         -  NV0823
 NV0823  STATE/COUNTY-  ID/LINCOLN
 NV0823  USGS QUAD   -  TUNUPA (1992)
 NV0823
 NV0823                         *CURRENT SURVEY CONTROL
 NV0823  ___________________________________________________________________
 NV0823* NAD 83(1986)-  42 56 13.     (N)    114 31 07.     (W)     SCALED    
 NV0823* NAVD 88     -      1172.205  (meters)    3845.81   (feet)  ADJUSTED  
 NV0823  ___________________________________________________________________
 NV0823  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 NV0823  DYNAMIC HT  -        1171.629 (meters)    3843.92  (feet)  COMP
 NV0823  MODELED GRAV-     980,088.4   (mgal)                       NAVD 88
 NV0823
 NV0823  VERT ORDER  -  FIRST     CLASS II
 NV0823
 NV0823.The horizontal coordinates were scaled from a topographic map and have
 NV0823.an estimated accuracy of +/- 6 seconds.
 NV0823
 NV0823.The orthometric height was determined by differential leveling
 NV0823.and adjusted by the National Geodetic Survey in June 1991..
 NV0823
 NV0823.The geoid height was determined by GEOID03.
 NV0823
 NV0823.The dynamic height is computed by dividing the NAVD 88
 NV0823.geopotential number by the normal gravity value computed on the
 NV0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0823.degrees latitude (g = 980.6199 gals.).
 NV0823
 NV0823.The modeled gravity was interpolated from observed gravity values.
 NV0823
 NV0823;                    North         East    Units  Estimated Accuracy
 NV0823;SPC ID C     -   141,220.      457,670.      MT  (+/- 180 meters Scaled)
 NV0823
 NV0823                          SUPERSEDED SURVEY CONTROL
 NV0823
 NV0823.No superseded survey control is available for this station.
 NV0823
 NV0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH024568(NAD 83)
 NV0823_MARKER: DB = BENCH MARK DISK
 NV0823_SETTING: 66 = SET IN ROCK OUTCROP
 NV0823_SP_SET: ROCK OUTCROP
 NV0823_STAMPING: E 414 1983
 NV0823_MARK LOGO: NGS   
 NV0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0823+STABILITY: POSITION/ELEVATION WELL
 NV0823
 NV0823  HISTORY     - Date     Condition        Report By
 NV0823  HISTORY     - 1983     MONUMENTED       NGS
 NV0823
 NV0823                          STATION DESCRIPTION
 NV0823
 NV0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0823'9.6 KM (6.0 MI) WEST FROM SHOSHONE.
 NV0823'9.6 KM (6.0 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF U.S.
 NV0823'HIGHWAY 93 AT SHOSHONE, 39.9 METERS (131 FT) NORTHWEST ACROSS THE
 NV0823'HIGHWAY FROM MILEPOST 160, 3.0 METERS (10 FT) SOUTH OF THE NORTH EDGE
 NV0823'OF A 20 BY 45 PORTION OF SLOPING VOLCANIC ROCK OUTCROP FLUSH THE
 NV0823'SURFACE OF THE GROUND, 0.2 KM (0.1 MI) WEST OF THE T JUNCTION OF A
 NV0823'DIRT ROAD LEADING WEST AND AT THE TOP OF A LOW RIDGE, 21.9 METERS (72
 NV0823'FT) NORTH OF THE HIGHWAY CENTERLINE AND 10.0 METERS (33 FT) WEST OF
 NV0823'THE EAST EDGE OF THE OUTCROP.
 NV0823'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 NV0823'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1132 ***********************************************************************
 OH1132  DESIGNATION -  E 415
 OH1132  PID         -  OH1132
 OH1132  STATE/COUNTY-  ID/ADA
 OH1132  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH1132
 OH1132                         *CURRENT SURVEY CONTROL
 OH1132  ___________________________________________________________________
 OH1132* NAD 83(1986)-  43 29 26.     (N)    116 07 32.     (W)     SCALED    
 OH1132* NAVD 88     -       997.444  (meters)    3272.45   (feet)  ADJUSTED  
 OH1132  ___________________________________________________________________
 OH1132  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 OH1132  DYNAMIC HT  -         997.027 (meters)    3271.08  (feet)  COMP
 OH1132  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 OH1132
 OH1132  VERT ORDER  -  FIRST     CLASS II
 OH1132
 OH1132.The horizontal coordinates were scaled from a topographic map and have
 OH1132.an estimated accuracy of +/- 6 seconds.
 OH1132
 OH1132.The orthometric height was determined by differential leveling
 OH1132.and adjusted by the National Geodetic Survey in June 1991..
 OH1132
 OH1132.The geoid height was determined by GEOID03.
 OH1132
 OH1132.The dynamic height is computed by dividing the NAVD 88
 OH1132.geopotential number by the normal gravity value computed on the
 OH1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1132.degrees latitude (g = 980.6199 gals.).
 OH1132
 OH1132.The modeled gravity was interpolated from observed gravity values.
 OH1132
 OH1132;                    North         East    Units  Estimated Accuracy
 OH1132;SPC ID W     -   202,660.      769,620.      MT  (+/- 180 meters Scaled)
 OH1132
 OH1132                          SUPERSEDED SURVEY CONTROL
 OH1132
 OH1132.No superseded survey control is available for this station.
 OH1132
 OH1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ707156(NAD 83)
 OH1132_MARKER: I = METAL ROD
 OH1132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1132_SP_SET: STAINLESS STEEL ROD
 OH1132_STAMPING: E 415 1983
 OH1132_MARK LOGO: NGS   
 OH1132_PROJECTION: FLUSH
 OH1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1132_ROD/PIPE-DEPTH: 1.5  meters
 OH1132
 OH1132  HISTORY     - Date     Condition        Report By
 OH1132  HISTORY     - 1983     MONUMENTED       NGS
 OH1132
 OH1132                          STATION DESCRIPTION
 OH1132
 OH1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1132'15.0 KM (9.3 MI) SE FROM BOISE.
 OH1132'13.0 KM (8.1 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC
 OH1132'RAILROAD STATION AT BOISE, THENCE 1.9 KM (1.2 MI) SOUTHEAST ALONG
 OH1132'INTERSTATE 84, AT AN ANGLE IRON BRACE POLE IN THE RIGHT OF WAY FENCE,
 OH1132'ON THE NORTH SLOPE OF A LOW HILL, 30.0 METERS (99 FT) SOUTHWEST OF THE
 OH1132'CENTERLINE OF THE EASTBOUND LANES, 37.0 METERS (121 FT) WEST-NORTHWEST
 OH1132'OF MILEPOST 61, 26.0 METERS (85 FT) SOUTH OF THE SOUTHWEST END OF A
 OH1132'24-INCH CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY.
 OH1132'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 OH1132'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1113 ***********************************************************************
 OH1113  DESIGNATION -  E 416
 OH1113  PID         -  OH1113
 OH1113  STATE/COUNTY-  ID/CANYON
 OH1113  USGS QUAD   -  NAMPA (1971)
 OH1113
 OH1113                         *CURRENT SURVEY CONTROL
 OH1113  ___________________________________________________________________
 OH1113* NAD 83(1986)-  43 35 12.     (N)    116 32 34.     (W)     SCALED    
 OH1113* NAVD 88     -       765.235  (meters)    2510.61   (feet)  ADJUSTED  
 OH1113  ___________________________________________________________________
 OH1113  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 OH1113  DYNAMIC HT  -         764.971 (meters)    2509.74  (feet)  COMP
 OH1113  MODELED GRAV-     980,249.0   (mgal)                       NAVD 88
 OH1113
 OH1113  VERT ORDER  -  FIRST     CLASS II
 OH1113
 OH1113.The horizontal coordinates were scaled from a topographic map and have
 OH1113.an estimated accuracy of +/- 6 seconds.
 OH1113
 OH1113.The orthometric height was determined by differential leveling
 OH1113.and adjusted by the National Geodetic Survey in June 1991..
 OH1113
 OH1113.The geoid height was determined by GEOID03.
 OH1113
 OH1113.The dynamic height is computed by dividing the NAVD 88
 OH1113.geopotential number by the normal gravity value computed on the
 OH1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1113.degrees latitude (g = 980.6199 gals.).
 OH1113
 OH1113.The modeled gravity was interpolated from observed gravity values.
 OH1113
 OH1113;                    North         East    Units  Estimated Accuracy
 OH1113;SPC ID W     -   213,580.      735,980.      MT  (+/- 180 meters Scaled)
 OH1113
 OH1113                          SUPERSEDED SURVEY CONTROL
 OH1113
 OH1113.No superseded survey control is available for this station.
 OH1113
 OH1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ369260(NAD 83)
 OH1113_MARKER: DB = BENCH MARK DISK
 OH1113_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OH1113_SP_SET: CONCRETE PIER
 OH1113_STAMPING: E 416 1983
 OH1113_MARK LOGO: NGS   
 OH1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1113
 OH1113  HISTORY     - Date     Condition        Report By
 OH1113  HISTORY     - 1983     MONUMENTED       NGS
 OH1113
 OH1113                          STATION DESCRIPTION
 OH1113
 OH1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1113'1.9 KM (1.2 MI) NE FROM NAMPA.
 OH1113'1.9 KM (1.2 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN
 OH1113'NAMPA, VERTICALLY IN THE EAST FACE OF THE CENTER PIER OF THE RAILROAD
 OH1113'OVERPASS, 6.4 METERS (21 FT) SOUTH OF THE HIGHWAY CENTERLINE AND 6.4
 OH1113'METERS (21 FT) NORTH OF THE HIGHWAY CENTERLINE.
 OH1113'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1080 ***********************************************************************
 OH1080  DESIGNATION -  E 417
 OH1080  PID         -  OH1080
 OH1080  STATE/COUNTY-  ID/PAYETTE
 OH1080  USGS QUAD   -  NYSSA (1965)
 OH1080
 OH1080                         *CURRENT SURVEY CONTROL
 OH1080  ___________________________________________________________________
 OH1080* NAD 83(1986)-  43 57 09.     (N)    116 55 05.     (W)     SCALED    
 OH1080* NAVD 88     -       728.863  (meters)    2391.28   (feet)  ADJUSTED  
 OH1080  ___________________________________________________________________
 OH1080  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 OH1080  DYNAMIC HT  -         728.633 (meters)    2390.52  (feet)  COMP
 OH1080  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 OH1080
 OH1080  VERT ORDER  -  FIRST     CLASS II
 OH1080
 OH1080.The horizontal coordinates were scaled from a topographic map and have
 OH1080.an estimated accuracy of +/- 6 seconds.
 OH1080
 OH1080.The orthometric height was determined by differential leveling
 OH1080.and adjusted by the National Geodetic Survey in June 1991..
 OH1080
 OH1080.The geoid height was determined by GEOID03.
 OH1080
 OH1080.The dynamic height is computed by dividing the NAVD 88
 OH1080.geopotential number by the normal gravity value computed on the
 OH1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1080.degrees latitude (g = 980.6199 gals.).
 OH1080
 OH1080.The modeled gravity was interpolated from observed gravity values.
 OH1080
 OH1080;                    North         East    Units  Estimated Accuracy
 OH1080;SPC ID W     -   254,580.      706,250.      MT  (+/- 180 meters Scaled)
 OH1080
 OH1080                          SUPERSEDED SURVEY CONTROL
 OH1080
 OH1080.No superseded survey control is available for this station.
 OH1080
 OH1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ065666(NAD 83)
 OH1080_MARKER: I = METAL ROD
 OH1080_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1080_SP_SET: STAINLESS STEEL ROD
 OH1080_STAMPING: E 417 1983
 OH1080_MARK LOGO: NGS   
 OH1080_PROJECTION: FLUSH
 OH1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1080_ROD/PIPE-DEPTH: 1.0  meters
 OH1080
 OH1080  HISTORY     - Date     Condition        Report By
 OH1080  HISTORY     - 1983     MONUMENTED       NGS
 OH1080
 OH1080                          STATION DESCRIPTION
 OH1080
 OH1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1080'6.4 KM (4.0 MI) SOUTH FROM FRUITLAND.
 OH1080'6.4 KM (4.0 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 OH1080'FRUITLAND, AT THE INTERSECTION OF SOUTHWEST THIRD AVENUE LEADING EAST
 OH1080'AND HILL ROAD LEADING WEST, 14.6 METERS (48 FT) WEST OF THE HIGHWAY
 OH1080'CENTERLINE, 61.2 METERS (201 FT) SOUTH OF THE CENTER OF HILL ROAD, 6.0
 OH1080'METERS (20 FT) EAST OF THE SOUTHEAST CORNER OF A HOUSE, 0.9 METER (3
 OH1080'FT) NORTH OF A POWER POLE WITH A TRANSFORMER, 0.7 METER (2 FT) EAST OF
 OH1080'A FENCE.  ROD DRIVEN TO REFUSAL AT 3 FEET.
 OH1080'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 OH1080'THE MARK IS 0.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0845 ***********************************************************************
 OZ0845  DESIGNATION -  E 418
 OZ0845  PID         -  OZ0845
 OZ0845  STATE/COUNTY-  ID/ELMORE
 OZ0845  USGS QUAD   -  CRATER RINGS SE (1992)
 OZ0845
 OZ0845                         *CURRENT SURVEY CONTROL
 OZ0845  ___________________________________________________________________
 OZ0845* NAD 83(1986)-  43 00 39.     (N)    115 45 11.     (W)     SCALED    
 OZ0845* NAVD 88     -       926.905  (meters)    3041.02   (feet)  ADJUSTED  
 OZ0845  ___________________________________________________________________
 OZ0845  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 OZ0845  DYNAMIC HT  -         926.522 (meters)    3039.76  (feet)  COMP
 OZ0845  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 OZ0845
 OZ0845  VERT ORDER  -  FIRST     CLASS II
 OZ0845
 OZ0845.The horizontal coordinates were scaled from a topographic map and have
 OZ0845.an estimated accuracy of +/- 6 seconds.
 OZ0845
 OZ0845.The orthometric height was determined by differential leveling
 OZ0845.and adjusted by the National Geodetic Survey in June 1991..
 OZ0845
 OZ0845.The geoid height was determined by GEOID03.
 OZ0845
 OZ0845.The dynamic height is computed by dividing the NAVD 88
 OZ0845.geopotential number by the normal gravity value computed on the
 OZ0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0845.degrees latitude (g = 980.6199 gals.).
 OZ0845
 OZ0845.The modeled gravity was interpolated from observed gravity values.
 OZ0845
 OZ0845;                    North         East    Units  Estimated Accuracy
 OZ0845;SPC ID W     -   149,300.      799,750.      MT  (+/- 180 meters Scaled)
 OZ0845
 OZ0845                          SUPERSEDED SURVEY CONTROL
 OZ0845
 OZ0845.No superseded survey control is available for this station.
 OZ0845
 OZ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH016627(NAD 83)
 OZ0845_MARKER: I = METAL ROD
 OZ0845_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OZ0845+WITH SETTING: INFORMATION.
 OZ0845_SP_SET: SHALLOW-SET METAL ROD
 OZ0845_STAMPING: E 418 1983
 OZ0845_MARK LOGO: NGS   
 OZ0845_MAGNETIC: I = MARKER IS A STEEL ROD
 OZ0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0845
 OZ0845  HISTORY     - Date     Condition        Report By
 OZ0845  HISTORY     - 1983     MONUMENTED       NGS
 OZ0845  HISTORY     - 19840601 GOOD             NGS
 OZ0845
 OZ0845                          STATION DESCRIPTION
 OZ0845
 OZ0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 OZ0845'LOCATION--15.9 KM (9.9 MI) SOUTH OF MOUNTAIN HOME. 15.9 KM (9.9 MI)
 OZ0845'SOUTH ALONG STATE HIGHWAY 51 FROM THE RAILROAD UNDERPASS AT MOUNTAIN
 OZ0845'HOME, AT A FENCE CORNER, 0.8 KM (0.5 MI) NORTH OF A HOUSE, 14.3 M (47
 OZ0845'FT) WEST OF THE HIGHWAY CENTERLINE AND 0.6 M (2.5 FT) SOUTHWEST OF A
 OZ0845'FENCE CORNER.  A SHALLOW-SET METAL ROD SET TO THE DEPTH OF 2.7 M
 OZ0845'ENCASED IN A PIPE FLUSH WITH THE GROUND.  ABOUT LEVEL WITH THE
 OZ0845'HIGHWAY.  0.6 M NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0918 ***********************************************************************
 NV0918  DESIGNATION -  E 419
 NV0918  PID         -  NV0918
 NV0918  STATE/COUNTY-  ID/OWYHEE
 NV0918  USGS QUAD   -  HOLE IN ROCK (1980)
 NV0918
 NV0918                         *CURRENT SURVEY CONTROL
 NV0918  ___________________________________________________________________
 NV0918* NAD 83(1986)-  42 40 55.     (N)    115 54 15.     (W)     SCALED    
 NV0918* NAVD 88     -      1090.345  (meters)    3577.24   (feet)  ADJUSTED  
 NV0918  ___________________________________________________________________
 NV0918  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 NV0918  DYNAMIC HT  -        1089.760 (meters)    3575.32  (feet)  COMP
 NV0918  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 NV0918
 NV0918  VERT ORDER  -  FIRST     CLASS II
 NV0918
 NV0918.The horizontal coordinates were scaled from a topographic map and have
 NV0918.an estimated accuracy of +/- 6 seconds.
 NV0918
 NV0918.The orthometric height was determined by differential leveling
 NV0918.and adjusted by the National Geodetic Survey in June 1991..
 NV0918
 NV0918.The geoid height was determined by GEOID03.
 NV0918
 NV0918.The dynamic height is computed by dividing the NAVD 88
 NV0918.geopotential number by the normal gravity value computed on the
 NV0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0918.degrees latitude (g = 980.6199 gals.).
 NV0918
 NV0918.The modeled gravity was interpolated from observed gravity values.
 NV0918
 NV0918;                    North         East    Units  Estimated Accuracy
 NV0918;SPC ID W     -   112,780.      787,370.      MT  (+/- 180 meters Scaled)
 NV0918
 NV0918                          SUPERSEDED SURVEY CONTROL
 NV0918
 NV0918.No superseded survey control is available for this station.
 NV0918
 NV0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH897260(NAD 83)
 NV0918_MARKER: DV = VERTICAL CONTROL DISK
 NV0918_SETTING: 80 = SET IN A BOULDER
 NV0918_SP_SET: BOULDER
 NV0918_STAMPING: E 419 1983
 NV0918_MARK LOGO: NGS   
 NV0918_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0918+STABILITY: SURFACE MOTION
 NV0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0918+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 NV0918
 NV0918  HISTORY     - Date     Condition        Report By
 NV0918  HISTORY     - 1983     MONUMENTED       NGS
 NV0918  HISTORY     - 19840601 GOOD             NGS
 NV0918  HISTORY     - 20010627 GOOD             IDTD
 NV0918
 NV0918                          STATION DESCRIPTION
 NV0918
 NV0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0918'LOCATION--26.7 KM (16.6 MI) SOUTH OF BRUNEAU. 26.7 KM (16.6 MI) SOUTH
 NV0918'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0918'BRUNEAU, AT A PAVED ROAD LEADING EAST, IN TOP OF A 4- BY 8-FOOT
 NV0918'BOULDER PROJECTING 1.5 FT ABOVE THE SURFACE OF THE GROUND, 0.6 KM (0.4
 NV0918'MI) SOUTH OF MILEPOST 55, 90.5 M (297 FT) EAST OF THE HIGHWAY
 NV0918'CENTERLINE AND 20.8 M (68.5 FT) NORTH OF THE CENTER OF THE PAVED ROAD.
 NV0918'0.9 M ABOVE THE HIGHWAY.  0.3 M SOUTHWEST FROM A WITNESS POST.
 NV0918
 NV0918                          STATION RECOVERY (2001)
 NV0918
 NV0918'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (BEK)
 NV0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0386 ***********************************************************************
 QY0386  DESIGNATION -  E 42
 QY0386  PID         -  QY0386
 QY0386  STATE/COUNTY-  ID/LEMHI
 QY0386  USGS QUAD   -  LOST TRAIL PASS (1994)
 QY0386
 QY0386                         *CURRENT SURVEY CONTROL
 QY0386  ___________________________________________________________________
 QY0386* NAD 83(1986)-  45 40 50.     (N)    113 56 32.     (W)     SCALED    
 QY0386* NAVD 88     -      2025.624  (meters)    6645.73   (feet)  POSTED    
 QY0386  ___________________________________________________________________
 QY0386  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 QY0386  DYNAMIC HT  -        2024.620 (meters)    6642.44  (feet)  COMP
 QY0386  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 QY0386
 QY0386  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QY0386
 QY0386.The horizontal coordinates were scaled from a topographic map and have
 QY0386.an estimated accuracy of +/- 6 seconds.
 QY0386
 QY0386.The orthometric height was determined by differential leveling
 QY0386.and adjusted by the National Geodetic Survey in 1992..
 QY0386.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QY0386.rate of 0.0 thru 1.0 mm/km.
 QY0386
 QY0386.The geoid height was determined by GEOID03.
 QY0386
 QY0386.The dynamic height is computed by dividing the NAVD 88
 QY0386.geopotential number by the normal gravity value computed on the
 QY0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0386.degrees latitude (g = 980.6199 gals.).
 QY0386
 QY0386.The modeled gravity was interpolated from observed gravity values.
 QY0386
 QY0386;                    North         East    Units  Estimated Accuracy
 QY0386;SPC ID C     -   445,950.      504,500.      MT  (+/- 180 meters Scaled)
 QY0386
 QY0386                          SUPERSEDED SURVEY CONTROL
 QY0386
 QY0386  NGVD 29 (??/??/92) 2024.231  (m)         6641.16   (f) ADJ UNCH    1 2
 QY0386
 QY0386.Superseded values are not recommended for survey control.
 QY0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0386.See file dsdata.txt to determine how the superseded data were derived.
 QY0386
 QY0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR708627(NAD 83)
 QY0386_MARKER: DB = BENCH MARK DISK
 QY0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0386_STAMPING: E 42 1934
 QY0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0386+STABILITY: SURFACE MOTION
 QY0386
 QY0386  HISTORY     - Date     Condition        Report By
 QY0386  HISTORY     - 1934     MONUMENTED       CGS
 QY0386  HISTORY     - 1958     MARK NOT FOUND   NGS
 QY0386  HISTORY     - 1966     MARK NOT FOUND   USGS
 QY0386
 QY0386                          STATION DESCRIPTION
 QY0386
 QY0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QY0386'12.5 MI N FROM GIBBONSVILLE.
 QY0386'12.5 MILES NORTH ALONG U. S. HIGHWAY 93 FROM THE ROAD JUNCTION AT
 QY0386'GIBBONSVILLE, LEMHI COUNTY, 1.5 MILES SOUTH OF THE IDAHO-MONTANA STATE
 QY0386'LINE, AT THE NORTHEAST END OF A FILL OVER A DEEP RAVINE, AT A SHARP
 QY0386'CURVE IN THE HIGHWAY, 9 FEET EAST OF THE NORTHEAST END OF A GUARDRAIL,
 QY0386'AND 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 QY0386'STAMPED E 42 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- USBR
 QY0386'RIGHT-OF-WAY MARKERS HAVE BEEN FOUND AT THESE DESCRIPTIONS OF BENCH
 QY0386'MARKS.  THEY ARE 20.964 FEET LOWER THAN THE USC AND GS LINE.
 QY0386
 QY0386                          STATION RECOVERY (1966)
 QY0386
 QY0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QY0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0946 ***********************************************************************
 NV0946  DESIGNATION -  E 420
 NV0946  PID         -  NV0946
 NV0946  STATE/COUNTY-  ID/OWYHEE
 NV0946  USGS QUAD   -  GRASMERE RESERVOIR (1979)
 NV0946
 NV0946                         *CURRENT SURVEY CONTROL
 NV0946  ___________________________________________________________________
 NV0946* NAD 83(1986)-  42 18 15.     (N)    115 55 55.     (W)     SCALED    
 NV0946* NAVD 88     -      1667.956  (meters)    5472.29   (feet)  ADJUSTED  
 NV0946  ___________________________________________________________________
 NV0946  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 NV0946  DYNAMIC HT  -        1666.811 (meters)    5468.53  (feet)  COMP
 NV0946  MODELED GRAV-     979,875.9   (mgal)                       NAVD 88
 NV0946
 NV0946  VERT ORDER  -  FIRST     CLASS II
 NV0946
 NV0946.The horizontal coordinates were scaled from a topographic map and have
 NV0946.an estimated accuracy of +/- 6 seconds.
 NV0946
 NV0946.The orthometric height was determined by differential leveling
 NV0946.and adjusted by the National Geodetic Survey in June 1991..
 NV0946
 NV0946.The geoid height was determined by GEOID03.
 NV0946
 NV0946.The dynamic height is computed by dividing the NAVD 88
 NV0946.geopotential number by the normal gravity value computed on the
 NV0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0946.degrees latitude (g = 980.6199 gals.).
 NV0946
 NV0946.The modeled gravity was interpolated from observed gravity values.
 NV0946
 NV0946;                    North         East    Units  Estimated Accuracy
 NV0946;SPC ID W     -    70,820.      785,000.      MT  (+/- 180 meters Scaled)
 NV0946
 NV0946                          SUPERSEDED SURVEY CONTROL
 NV0946
 NV0946.No superseded survey control is available for this station.
 NV0946
 NV0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG880841(NAD 83)
 NV0946_MARKER: DV = VERTICAL CONTROL DISK
 NV0946_SETTING: 66 = SET IN ROCK OUTCROP
 NV0946_SP_SET: ROCK OUTCROP
 NV0946_STAMPING: E 420 1983
 NV0946_MARK LOGO: NGS   
 NV0946_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0946+STABILITY: POSITION/ELEVATION WELL
 NV0946
 NV0946  HISTORY     - Date     Condition        Report By
 NV0946  HISTORY     - 1983     MONUMENTED       NGS
 NV0946  HISTORY     - 19840601 GOOD             NGS
 NV0946
 NV0946                          STATION DESCRIPTION
 NV0946
 NV0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0946'LOCATION--20.9 KM (13.0 MI) NORTH OF RIDDLE. 20.9 KM (13.0 MI) NORTH
 NV0946'ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE, IN TOP OF A 2- BY
 NV0946'2-FOOT PORTION OF OUTCROP PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 NV0946'GROUND, 0.8 KM (0.5 MI) NORTHWEST OF MILEPOST 26, 0.1 KM (0.05 MI)
 NV0946'NORTHWEST OF THE NORTHWEST ENTRANCE ROAD TO A REST AREA, 13.4 M (44
 NV0946'FT) NORTH OF THE HIGHWAY CENTERLINE AND 1.5 M (5 FT) EAST OF A FENCE.
 NV0946'0.7 M ABOVE THE HIGHWAY.  0.6 M WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0850 ***********************************************************************
 NV0850  DESIGNATION -  E 422
 NV0850  PID         -  NV0850
 NV0850  STATE/COUNTY-  ID/JEROME
 NV0850  USGS QUAD   -  FALLS CITY (1992)
 NV0850
 NV0850                         *CURRENT SURVEY CONTROL
 NV0850  ___________________________________________________________________
 NV0850* NAD 83(1986)-  42 40 45.     (N)    114 26 35.     (W)     SCALED    
 NV0850* NAVD 88     -      1161.207  (meters)    3809.73   (feet)  ADJUSTED  
 NV0850  ___________________________________________________________________
 NV0850  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 NV0850  DYNAMIC HT  -        1160.590 (meters)    3807.70  (feet)  COMP
 NV0850  MODELED GRAV-     980,049.3   (mgal)                       NAVD 88
 NV0850
 NV0850  VERT ORDER  -  FIRST     CLASS II
 NV0850
 NV0850.The horizontal coordinates were scaled from a topographic map and have
 NV0850.an estimated accuracy of +/- 6 seconds.
 NV0850
 NV0850.The orthometric height was determined by differential leveling
 NV0850.and adjusted by the National Geodetic Survey in January 1993..
 NV0850
 NV0850.The geoid height was determined by GEOID03.
 NV0850
 NV0850.The dynamic height is computed by dividing the NAVD 88
 NV0850.geopotential number by the normal gravity value computed on the
 NV0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0850.degrees latitude (g = 980.6199 gals.).
 NV0850
 NV0850.The modeled gravity was interpolated from observed gravity values.
 NV0850
 NV0850;                    North         East    Units  Estimated Accuracy
 NV0850;SPC ID C     -   112,550.      463,690.      MT  (+/- 180 meters Scaled)
 NV0850
 NV0850                          SUPERSEDED SURVEY CONTROL
 NV0850
 NV0850  NAVD 88 (06/15/91) 1161.207  (m)         3809.73   (f) UNKNOWN     1 2
 NV0850
 NV0850.Superseded values are not recommended for survey control.
 NV0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0850.See file dsdata.txt to determine how the superseded data were derived.
 NV0850
 NV0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH094283(NAD 83)
 NV0850_MARKER: I = METAL ROD
 NV0850_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NV0850+WITH SETTING: INFORMATION.
 NV0850_SP_SET: METAL ROD DRIVEN INTO GROUND
 NV0850_STAMPING: E 422 1983
 NV0850_MARK LOGO: NGS   
 NV0850_PROJECTION: FLUSH
 NV0850_MAGNETIC: I = MARKER IS A STEEL ROD
 NV0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0850+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 NV0850_ROD/PIPE-DEPTH: 2.0  meters
 NV0850
 NV0850  HISTORY     - Date     Condition        Report By
 NV0850  HISTORY     - 1983     MONUMENTED       NGS
 NV0850  HISTORY     - 19920713 GOOD             NGS
 NV0850
 NV0850                          STATION DESCRIPTION
 NV0850
 NV0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0850'14.9 KM (9.3 MI) NORTH FROM TWIN FALLS.
 NV0850'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 NV0850'14.9 KM (9.3 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0850'STATE HIGHWAY 74 AT TWIN FALLS, IN THE NORTHEAST CORNER OF THE
 NV0850'INTERSECTION OF THE UNION PACIFIC RAILROAD, 0.65 KM (0.4 MI) SOUTH OF
 NV0850'MILEPOST 56, 15.8 METERS (52 FT) EAST OF THE HIGHWAY CENTERLINE,
 NV0850'13.3 METERS (47 FT) NORTH OF THE NORTH RAIL, 1.2 METERS (4 FT) SOUTH
 NV0850'OF A POWER POLE, 0.6 METER (2 FT) NORTHWEST OF A FENCE CORNER POST AND
 NV0850'0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.
 NV0850'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 NV0850
 NV0850                          STATION RECOVERY (1992)
 NV0850
 NV0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0850'14.9 KM (9.25 MI) NORTHERLY ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0850'STATE HIGHWAY 74 IN TWIN FALLS, 15.8 M (51.8 FT) EAST OF THE HIGHWAY
 NV0850'CENTERLINE, 14.3 M (46.9 FT) NORTH OF THE NEAR RAIL OF THE UNION
 NV0850'PACIFIC RAILROAD, 1.0 M (3.3 FT) SOUTH OF A UTILITY POLE WITH A
 NV0850'TRANSFORMER, 0.5 M (1.6 FT) NORTHWEST OF A FENCE CORNER, 0.3 M
 NV0850'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A
 NV0850'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NV0850'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0879 ***********************************************************************
 NV0879  DESIGNATION -  E 423
 NV0879  PID         -  NV0879
 NV0879  STATE/COUNTY-  ID/TWIN FALLS
 NV0879  USGS QUAD   -  EDEN (1992)
 NV0879
 NV0879                         *CURRENT SURVEY CONTROL
 NV0879  ___________________________________________________________________
 NV0879* NAD 83(1986)-  42 32 00.     (N)    114 12 37.     (W)     SCALED    
 NV0879* NAVD 88     -      1257.094  (meters)    4124.32   (feet)  ADJUSTED  
 NV0879  ___________________________________________________________________
 NV0879  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 NV0879  DYNAMIC HT  -        1256.389 (meters)    4122.00  (feet)  COMP
 NV0879  MODELED GRAV-     980,016.9   (mgal)                       NAVD 88
 NV0879
 NV0879  VERT ORDER  -  FIRST     CLASS II
 NV0879
 NV0879.The horizontal coordinates were scaled from a topographic map and have
 NV0879.an estimated accuracy of +/- 6 seconds.
 NV0879
 NV0879.The orthometric height was determined by differential leveling
 NV0879.and adjusted by the National Geodetic Survey in June 1991..
 NV0879
 NV0879.The geoid height was determined by GEOID03.
 NV0879
 NV0879.The dynamic height is computed by dividing the NAVD 88
 NV0879.geopotential number by the normal gravity value computed on the
 NV0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0879.degrees latitude (g = 980.6199 gals.).
 NV0879
 NV0879.The modeled gravity was interpolated from observed gravity values.
 NV0879
 NV0879;                    North         East    Units  Estimated Accuracy
 NV0879;SPC ID C     -    96,280.      482,730.      MT  (+/- 180 meters Scaled)
 NV0879
 NV0879                          SUPERSEDED SURVEY CONTROL
 NV0879
 NV0879.No superseded survey control is available for this station.
 NV0879
 NV0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH291127(NAD 83)
 NV0879_MARKER: I = METAL ROD
 NV0879_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0879_SP_SET: STAINLESS STEEL ROD
 NV0879_STAMPING: E 423 1983
 NV0879_MARK LOGO: NGS   
 NV0879_PROJECTION: FLUSH
 NV0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0879_ROD/PIPE-DEPTH: 5.2  meters
 NV0879
 NV0879  HISTORY     - Date     Condition        Report By
 NV0879  HISTORY     - 1983     MONUMENTED       NGS
 NV0879
 NV0879                          STATION DESCRIPTION
 NV0879
 NV0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0879'6.8 KM (4.2 MI) NW FROM MURTAUGH.
 NV0879'4.8 KM (3.0 MI) NORTH ALONG 4500 EAST ROAD FROM THE ELEMENTARY SCHOOL
 NV0879'IN MURTAUGH, THENCE 2.0 KM (1.25 MI) WEST ALONG 3700 NORTH ROAD, IN
 NV0879'THE NORTHEAST CORNER OF THE T JUNCTION OF 4300 EAST ROAD, ALSO 7.8 KM
 NV0879'(4.9 MI) NORTHEAST OF HANSEN, 22.4 METERS (73.5 FT) NORTH OF THE
 NV0879'CENTER OF THE ROAD, 33.8 METERS (111 FT) WEST OF THE SOUTHWEST CORNER
 NV0879'OF A SMALL FRAME HOUSE, 14.5 METERS (47.5 FT) SOUTH OF THE CENTER OF A
 NV0879'DRIVEWAY LEADING TO THE HOUSE, 7.1 METERS (23.5 FT) EAST OF THE CENTER
 NV0879'OF 4300 EAST ROAD, 0.9 METER (3 FT) SOUTH OF A UTILITY POLE AND 0.3
 NV0879'METER (1 FT) WEST OF A HOG WIRE FENCE.
 NV0879'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 NV0879'THE MARK IS 0.2 M BELOW EAST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1471 ***********************************************************************
 NU1471  DESIGNATION -  E 424
 NU1471  PID         -  NU1471
 NU1471  STATE/COUNTY-  ID/CASSIA
 NU1471  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU1471
 NU1471                         *CURRENT SURVEY CONTROL
 NU1471  ___________________________________________________________________
 NU1471* NAD 83(1986)-  42 34 29.     (N)    113 28 39.     (W)     SCALED    
 NU1471* NAVD 88     -      1353.343  (meters)    4440.09   (feet)  ADJUSTED  
 NU1471  ___________________________________________________________________
 NU1471  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NU1471  DYNAMIC HT  -        1352.547 (meters)    4437.48  (feet)  COMP
 NU1471  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 NU1471
 NU1471  VERT ORDER  -  FIRST     CLASS II
 NU1471
 NU1471.The horizontal coordinates were scaled from a topographic map and have
 NU1471.an estimated accuracy of +/- 6 seconds.
 NU1471
 NU1471.The orthometric height was determined by differential leveling
 NU1471.and adjusted by the National Geodetic Survey in June 1991..
 NU1471
 NU1471.The geoid height was determined by GEOID03.
 NU1471
 NU1471.The dynamic height is computed by dividing the NAVD 88
 NU1471.geopotential number by the normal gravity value computed on the
 NU1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1471.degrees latitude (g = 980.6199 gals.).
 NU1471
 NU1471.The modeled gravity was interpolated from observed gravity values.
 NU1471
 NU1471;                    North         East    Units  Estimated Accuracy
 NU1471;SPC ID C     -   100,990.      542,900.      MT  (+/- 180 meters Scaled)
 NU1471
 NU1471                          SUPERSEDED SURVEY CONTROL
 NU1471
 NU1471.No superseded survey control is available for this station.
 NU1471
 NU1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN966165(NAD 83)
 NU1471_MARKER: DB = BENCH MARK DISK
 NU1471_SETTING: 66 = SET IN ROCK OUTCROP
 NU1471_SP_SET: ROCK OUTCROP
 NU1471_STAMPING: E 424 1983
 NU1471_MARK LOGO: NGS   
 NU1471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1471+STABILITY: POSITION/ELEVATION WELL
 NU1471
 NU1471  HISTORY     - Date     Condition        Report By
 NU1471  HISTORY     - 1983     MONUMENTED       NGS
 NU1471
 NU1471                          STATION DESCRIPTION
 NU1471
 NU1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1471'21.2 KM (13.2 MI) EAST FROM HEYBURN.
 NU1471'17.7 KM (11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE
 NU1471'OVERPASS BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN,
 NU1471'THENCE 3.55 KM (2.2 MI) EAST ALONG INTERSTATE 86, IN TOP OF THE EAST
 NU1471'END OF A 5 BY 6 FOOT PORTION OF BEDROCK IN A CUT BANK, 0.27 KM (0.17
 NU1471'MI) EAST OF A HIGH TENSION POWER LINE CROSS THE HIGHWAY, 118.9 METERS
 NU1471'(390 FT) EAST OF MILEPOST 2, 12.5 METERS (41 FT) NORTH OF THE WEST
 NU1471'BOUND HIGHWAY CENTERLINE, 105.1 METERS (345 FT) EAST OF THE NORTH END
 NU1471'OF A 30-INCH CORRUGATED METAL PIPE CULVERT, 17.7 METERS (58 FT) SOUTH
 NU1471'OF THE RIGHT OF WAY FENCE AND 0.9 METER (3 FT) NORTH OF THE SOUTH EDGE
 NU1471'OF THE BEDROCK.
 NU1471'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 NU1471'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0593 ***********************************************************************
 PZ0593  DESIGNATION -  E 425
 PZ0593  PID         -  PZ0593
 PZ0593  STATE/COUNTY-  ID/CUSTER
 PZ0593  USGS QUAD   -  DICKEY PEAK (1967)
 PZ0593
 PZ0593                         *CURRENT SURVEY CONTROL
 PZ0593  ___________________________________________________________________
 PZ0593* NAD 83(1986)-  44 08 25.     (N)    113 54 15.     (W)     SCALED    
 PZ0593* NAVD 88     -      1946.427  (meters)    6385.90   (feet)  ADJUSTED  
 PZ0593  ___________________________________________________________________
 PZ0593  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 PZ0593  DYNAMIC HT  -        1945.219 (meters)    6381.94  (feet)  COMP
 PZ0593  MODELED GRAV-     979,929.0   (mgal)                       NAVD 88
 PZ0593
 PZ0593  VERT ORDER  -  FIRST     CLASS II
 PZ0593
 PZ0593.The horizontal coordinates were scaled from a topographic map and have
 PZ0593.an estimated accuracy of +/- 6 seconds.
 PZ0593
 PZ0593.The orthometric height was determined by differential leveling
 PZ0593.and adjusted by the National Geodetic Survey in June 1991..
 PZ0593.WARNING-Repeat measurements at this control monument indicate possible
 PZ0593.vertical movement.
 PZ0593
 PZ0593.The geoid height was determined by GEOID03.
 PZ0593
 PZ0593.The dynamic height is computed by dividing the NAVD 88
 PZ0593.geopotential number by the normal gravity value computed on the
 PZ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0593.degrees latitude (g = 980.6199 gals.).
 PZ0593
 PZ0593.The modeled gravity was interpolated from observed gravity values.
 PZ0593
 PZ0593;                    North         East    Units  Estimated Accuracy
 PZ0593;SPC ID C     -   274,790.      507,670.      MT  (+/- 180 meters Scaled)
 PZ0593
 PZ0593                          SUPERSEDED SURVEY CONTROL
 PZ0593
 PZ0593.No superseded survey control is available for this station.
 PZ0593
 PZ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP677915(NAD 83)
 PZ0593_MARKER: I = METAL ROD
 PZ0593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0593_SP_SET: STAINLESS STEEL ROD
 PZ0593_STAMPING: E 425 1983
 PZ0593_MARK LOGO: NGS   
 PZ0593_PROJECTION: FLUSH
 PZ0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0593_ROD/PIPE-DEPTH: 3.3  meters
 PZ0593
 PZ0593  HISTORY     - Date     Condition        Report By
 PZ0593  HISTORY     - 1983     MONUMENTED       NGS
 PZ0593  HISTORY     - 1984     GOOD             NGS
 PZ0593  HISTORY     - 1985     GOOD             NGS
 PZ0593
 PZ0593                          STATION DESCRIPTION
 PZ0593
 PZ0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PZ0593'35.6 KM (22.3 MI) NORTH FROM MACKAY.
 PZ0593'35.65 KM (22.3 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0593'OF MAIN STREET AT MACKAY, 0.27 KM (0.17 MI) NORTH OF MILEPOST
 PZ0593'131, IN THE NORTH CORNER OF THE Y JUNCTION OF DOUBLE SPRINGS ROAD,
 PZ0593'103.8 METERS (340.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 PZ0593'9.9 METERS (32.5 FT) NORTHWEST OF THE CENTER OF A STEEL ATTLE
 PZ0593'GUARD ACROSS THE ROAD AND 0.5 METER (1.5 FT) SOUTHWEST OF THE
 PZ0593'RIGHT OF WAY FENCE.
 PZ0593'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 PZ0593'THE MARK IS 0.3 M BELOW THE ROAD.
 PZ0593
 PZ0593                          STATION RECOVERY (1984)
 PZ0593
 PZ0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0593'RECOVERED IN GOOD CONDITION.
 PZ0593
 PZ0593                          STATION RECOVERY (1985)
 PZ0593
 PZ0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0834 ***********************************************************************
 OZ0834  DESIGNATION -  E 426
 OZ0834  PID         -  OZ0834
 OZ0834  STATE/COUNTY-  ID/CUSTER
 OZ0834  USGS QUAD   -  HARRY CANYON (1967)
 OZ0834
 OZ0834                         *CURRENT SURVEY CONTROL
 OZ0834  ___________________________________________________________________
 OZ0834* NAD 83(1986)-  43 55 26.     (N)    114 07 16.     (W)     SCALED    
 OZ0834* NAVD 88     -      2111.207  (meters)    6926.52   (feet)  ADJUSTED  
 OZ0834  ___________________________________________________________________
 OZ0834  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OZ0834  DYNAMIC HT  -        2109.841 (meters)    6922.04  (feet)  COMP
 OZ0834  MODELED GRAV-     979,896.0   (mgal)                       NAVD 88
 OZ0834
 OZ0834  VERT ORDER  -  FIRST     CLASS II
 OZ0834
 OZ0834.The horizontal coordinates were scaled from a topographic map and have
 OZ0834.an estimated accuracy of +/- 6 seconds.
 OZ0834
 OZ0834.The orthometric height was determined by differential leveling
 OZ0834.and adjusted by the National Geodetic Survey in June 1991..
 OZ0834
 OZ0834.The geoid height was determined by GEOID03.
 OZ0834
 OZ0834.The dynamic height is computed by dividing the NAVD 88
 OZ0834.geopotential number by the normal gravity value computed on the
 OZ0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0834.degrees latitude (g = 980.6199 gals.).
 OZ0834
 OZ0834.The modeled gravity was interpolated from observed gravity values.
 OZ0834
 OZ0834;                    North         East    Units  Estimated Accuracy
 OZ0834;SPC ID C     -   250,750.      490,270.      MT  (+/- 180 meters Scaled)
 OZ0834
 OZ0834                          SUPERSEDED SURVEY CONTROL
 OZ0834
 OZ0834.No superseded survey control is available for this station.
 OZ0834
 OZ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ311674(NAD 83)
 OZ0834_MARKER: DB = BENCH MARK DISK
 OZ0834_SETTING: 80 = SET IN A BOULDER
 OZ0834_SP_SET: BOULDER
 OZ0834_STAMPING: E 426 1984
 OZ0834_MARK LOGO: NGS   
 OZ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0834+STABILITY: SURFACE MOTION
 OZ0834
 OZ0834  HISTORY     - Date     Condition        Report By
 OZ0834  HISTORY     - 1984     MONUMENTED       NGS
 OZ0834  HISTORY     - 1985     GOOD             NGS
 OZ0834
 OZ0834                          STATION DESCRIPTION
 OZ0834
 OZ0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OZ0834'53.8 KM (33.5 MI) NW FROM MACKAY.
 OZ0834'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF
 OZ0834'MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG OLD
 OZ0834'STATE HIGHWAY 27, THENCE 15.45 KM (9.6 MI) SOUTHWEST ALONG BARTLETT
 OZ0834'POINT ROAD, THENCE 11.6 KM (7.2 MI) SOUTHWEST ALONG TRAIL CREEK ROAD
 OZ0834'(OLD STATE HIGHWAY 75), IN TOP OF THE SOUTHWEST EDGE OF A 3- BY 4-FOOT
 OZ0834'EXPOSURE OF A GRANITE BOULDER PROJECTING 3 INCHES ABOVE THE SURFACE OF
 OZ0834'THE GROUND, IN THE EAST CORNER OF THE T JUNCTION OF COPPER BASIN ROAD,
 OZ0834'18.6 METERS (61 FT) SOUTHEAST OF THE CENTER OF THE ROAD AND
 OZ0834'25.9 METERS (85 FT) NORTHEAST OF THE CENTER OF COPPER BASIN ROAD.
 OZ0834'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 OZ0834'THE MARK IS 0.9 M ABOVE TRAIL CREEK ROAD.
 OZ0834
 OZ0834                          STATION RECOVERY (1985)
 OZ0834
 OZ0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0656 ***********************************************************************
 QA0656  DESIGNATION -  E 427
 QA0656  PID         -  QA0656
 QA0656  STATE/COUNTY-  ID/CUSTER
 QA0656  USGS QUAD   -  ANTELOPE FLAT (1963)
 QA0656
 QA0656                         *CURRENT SURVEY CONTROL
 QA0656  ___________________________________________________________________
 QA0656* NAD 83(1986)-  44 20 44.     (N)    114 03 07.     (W)     SCALED    
 QA0656* NAVD 88     -      1832.789  (meters)    6013.08   (feet)  ADJUSTED  
 QA0656  ___________________________________________________________________
 QA0656  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 QA0656  DYNAMIC HT  -        1831.744 (meters)    6009.65  (feet)  COMP
 QA0656  MODELED GRAV-     979,983.0   (mgal)                       NAVD 88
 QA0656
 QA0656  VERT ORDER  -  FIRST     CLASS II
 QA0656
 QA0656.The horizontal coordinates were scaled from a topographic map and have
 QA0656.an estimated accuracy of +/- 6 seconds.
 QA0656
 QA0656.The orthometric height was determined by differential leveling
 QA0656.and adjusted by the National Geodetic Survey in June 1991..
 QA0656
 QA0656.The geoid height was determined by GEOID03.
 QA0656
 QA0656.The dynamic height is computed by dividing the NAVD 88
 QA0656.geopotential number by the normal gravity value computed on the
 QA0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0656.degrees latitude (g = 980.6199 gals.).
 QA0656
 QA0656.The modeled gravity was interpolated from observed gravity values.
 QA0656
 QA0656;                    North         East    Units  Estimated Accuracy
 QA0656;SPC ID C     -   297,590.      495,860.      MT  (+/- 180 meters Scaled)
 QA0656
 QA0656                          SUPERSEDED SURVEY CONTROL
 QA0656
 QA0656.No superseded survey control is available for this station.
 QA0656
 QA0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK349144(NAD 83)
 QA0656_MARKER: I = METAL ROD
 QA0656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QA0656_SP_SET: STAINLESS STEEL ROD
 QA0656_STAMPING: E 427 1985
 QA0656_MARK LOGO: NGS   
 QA0656_PROJECTION: FLUSH
 QA0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0656_ROD/PIPE-DEPTH: 9.8  meters
 QA0656
 QA0656  HISTORY     - Date     Condition        Report By
 QA0656  HISTORY     - 1985     MONUMENTED       NGS
 QA0656
 QA0656                          STATION DESCRIPTION
 QA0656
 QA0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QA0656'23.5 KM (14.6 MI) SE FROM CHALLIS.
 QA0656'23.5 KM (14.6 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE INTERSECTION
 QA0656'OF MAIN STREET AT CHALLIS, AT THE CENTER OF A DOUBLE POST BRACE IN THE
 QA0656'RIGHT OF WAY FENCE, 1.25 KM (0.78 MI) SOUTHEAST OF THE SOUTHEAST END
 QA0656'OF GRAND VIEW CANYON, 14.6 METERS (48 FT) EAST OF THE HIGHWAY
 QA0656'CENTERLINE, 60.4 METERS (198 FT) SOUTH OF MILEPOST 148, 9.8 METERS
 QA0656'(32 FT) SOUTHEAST OF THE EAST END OF A 18-INCH PIPE CULVERT,
 QA0656'1.5 METERS (5 FT) SOUTH OF THE NORTH ONE OF THE DOUBLE BRACE IN THE
 QA0656'FENCE AND 0.5 METER (1.5 FT) WEST OF THE RIGHT OF WAY FENCE.
 QA0656'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QA0656'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1634 ***********************************************************************
 SV1634  DESIGNATION -  E 428
 SV1634  PID         -  SV1634
 SV1634  STATE/COUNTY-  ID/BENEWAH
 SV1634  USGS QUAD   -  TENSED (1985)
 SV1634
 SV1634                         *CURRENT SURVEY CONTROL
 SV1634  ___________________________________________________________________
 SV1634* NAD 83(1986)-  47 13 42.     (N)    116 58 07.     (W)     SCALED    
 SV1634* NAVD 88     -       789.525  (meters)    2590.30   (feet)  ADJUSTED  
 SV1634  ___________________________________________________________________
 SV1634  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SV1634  DYNAMIC HT  -         789.504 (meters)    2590.23  (feet)  COMP
 SV1634  MODELED GRAV-     980,560.8   (mgal)                       NAVD 88
 SV1634
 SV1634  VERT ORDER  -  FIRST     CLASS II
 SV1634
 SV1634.The horizontal coordinates were scaled from a topographic map and have
 SV1634.an estimated accuracy of +/- 6 seconds.
 SV1634
 SV1634.The orthometric height was determined by differential leveling
 SV1634.and adjusted by the National Geodetic Survey in June 1991..
 SV1634
 SV1634.The geoid height was determined by GEOID03.
 SV1634
 SV1634.The dynamic height is computed by dividing the NAVD 88
 SV1634.geopotential number by the normal gravity value computed on the
 SV1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1634.degrees latitude (g = 980.6199 gals.).
 SV1634
 SV1634.The modeled gravity was interpolated from observed gravity values.
 SV1634
 SV1634;                    North         East    Units  Estimated Accuracy
 SV1634;SPC ID W     -   618,700.      707,720.      MT  (+/- 180 meters Scaled)
 SV1634
 SV1634                          SUPERSEDED SURVEY CONTROL
 SV1634
 SV1634.No superseded survey control is available for this station.
 SV1634
 SV1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN023305(NAD 83)
 SV1634_MARKER: I = METAL ROD
 SV1634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1634_SP_SET: STAINLESS STEEL ROD
 SV1634_STAMPING: E 428 1989
 SV1634_MARK LOGO: NGS   
 SV1634_PROJECTION: FLUSH
 SV1634_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1634+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1634_ROD/PIPE-DEPTH: 6.1  meters
 SV1634
 SV1634  HISTORY     - Date     Condition        Report By
 SV1634  HISTORY     - 1989     MONUMENTED       NGS
 SV1634
 SV1634                          STATION DESCRIPTION
 SV1634
 SV1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1634'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION, 0.33 KM (0.20
 SV1634'MI) WEST OF STATE HIGHWAY 60 MILEPOST 4, 2.74 KM (1.70 MI) WEST OF
 SV1634'THE JUNCTION OF U.S. HIGHWAY 95 AND SET BETWEEN 2 WITNESS POSTS.
 SV1634'OWNERSHIP, HIGHWAY RIGHT-OF-WAY.  REACHED FROM THE JUNCTION OF
 SV1634'WASHINGTON STATE HIGHWAYS 27 AND 274 WHICH IS AT THE NORTH END OF
 SV1634'TEKOA, WASHINGTON, GO NORTHEAST ON STATE HIGHWAY 274 FOR 3.08 KM
 SV1634'(1.90 MI) TO THE JUNCTION OF IDAHO STATE HIGHWAY 60 AND SIGN TO 95,
 SV1634'TURN RIGHT AND GO SOUTHEAST ON IDAHO STATE HIGHWAY 60 FOR 6.13 KM
 SV1634'(3.80 MI) TO THE MARK ON THE RIGHT, AT A CROSS-ROADS.  IT IS 8.0 M
 SV1634'(26.2 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT)
 SV1634'EAST FROM THE CENTER OF A DIRT ROAD LEADING SOUTH TO A FARM AND 15.7
 SV1634'M (51.5 FT) EAST FROM A TELEPHONE LINE GUY POLE.  MARK IS 0.20 M (0.7
 SV1634'FT) BELOW THE HIGHWAY.  MARK IS A STAINLESS STEEL ROD WITH A CENTER
 SV1634'PUNCH HOLE IN THE TOP.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 SV1634'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1664 ***********************************************************************
 SV1664  DESIGNATION -  E 429
 SV1664  PID         -  SV1664
 SV1664  STATE/COUNTY-  ID/KOOTENAI
 SV1664  USGS QUAD   -  WORLEY (1981)
 SV1664
 SV1664                         *CURRENT SURVEY CONTROL
 SV1664  ___________________________________________________________________
 SV1664* NAD 83(1986)-  47 24 40.     (N)    116 56 16.     (W)     SCALED    
 SV1664* NAVD 88     -       795.724  (meters)    2610.64   (feet)  ADJUSTED  
 SV1664  ___________________________________________________________________
 SV1664  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 SV1664  DYNAMIC HT  -         795.726 (meters)    2610.64  (feet)  COMP
 SV1664  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 SV1664
 SV1664  VERT ORDER  -  FIRST     CLASS II
 SV1664
 SV1664.The horizontal coordinates were scaled from a topographic map and have
 SV1664.an estimated accuracy of +/- 6 seconds.
 SV1664
 SV1664.The orthometric height was determined by differential leveling
 SV1664.and adjusted by the National Geodetic Survey in June 1991..
 SV1664
 SV1664.The geoid height was determined by GEOID03.
 SV1664
 SV1664.The dynamic height is computed by dividing the NAVD 88
 SV1664.geopotential number by the normal gravity value computed on the
 SV1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1664.degrees latitude (g = 980.6199 gals.).
 SV1664
 SV1664.The modeled gravity was interpolated from observed gravity values.
 SV1664
 SV1664;                    North         East    Units  Estimated Accuracy
 SV1664;SPC ID W     -   638,980.      710,360.      MT  (+/- 180 meters Scaled)
 SV1664
 SV1664                          SUPERSEDED SURVEY CONTROL
 SV1664
 SV1664.No superseded survey control is available for this station.
 SV1664
 SV1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN046508(NAD 83)
 SV1664_MARKER: I = METAL ROD
 SV1664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1664_SP_SET: STAINLESS STEEL ROD
 SV1664_STAMPING: E 429 1989
 SV1664_MARK LOGO: NGS   
 SV1664_PROJECTION: FLUSH
 SV1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1664+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1664_ROD/PIPE-DEPTH: 6.1  meters
 SV1664
 SV1664  HISTORY     - Date     Condition        Report By
 SV1664  HISTORY     - 1989     MONUMENTED       NGS
 SV1664
 SV1664                          STATION DESCRIPTION
 SV1664
 SV1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1664'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1664'HIGHWAY 95, 0.47 KM (0.30 MI) NORTHWEST FROM MILEPOST 403 AND ABOUT
 SV1664'4.2 KM (2.60 MI) SOUTHEAST FROM THE JUNCTION OF STATE HIGHWAY 58.
 SV1664'REACHED FROM THE POST OFFICE IN WORLEY, GO NORTHWEST ON U.S. HIGHWAY
 SV1664'95 FOR 2.11 KM (1.30 MI) TO A SMALL GROVE OF PINE TREES AND THE MARK
 SV1664'ON THE RIGHT.  IT IS 14.0 M (45.9 FT) NORTHEAST FROM THE CENTERLINE
 SV1664'OF THE HIGHWAY, 19.9 M (65.3 FT) SOUTHWEST OF THE SOUTHWEST RAIL,
 SV1664'15.4 M (50.5 FT) NORTHWEST FROM A 40-INCH DIAMETER PINE TREE AND 0.7
 SV1664'M (2.3 FT) SOUTH FROM A WITNESS POST.  MARK IS 1.0 M (3.3 FT) BELOW
 SV1664'THE HIGHWAY.  MARK IS A STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE
 SV1664'IN THE TOP.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 SV1664'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0263 ***********************************************************************
 OX0263  DESIGNATION -  E 43
 OX0263  PID         -  OX0263
 OX0263  STATE/COUNTY-  ID/TETON
 OX0263  USGS QUAD   -  DRIGGS (1978)
 OX0263
 OX0263                         *CURRENT SURVEY CONTROL
 OX0263  ___________________________________________________________________
 OX0263* NAD 83(1986)-  43 39 01.     (N)    111 06 40.     (W)     SCALED    
 OX0263* NAVD 88     -      1874.465  (meters)    6149.81   (feet)  POSTED    
 OX0263  ___________________________________________________________________
 OX0263  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 OX0263  DYNAMIC HT  -        1873.290 (meters)    6145.95  (feet)  COMP
 OX0263  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 OX0263
 OX0263  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0263
 OX0263.The horizontal coordinates were scaled from a topographic map and have
 OX0263.an estimated accuracy of +/- 6 seconds.
 OX0263
 OX0263.The orthometric height was determined by differential leveling
 OX0263.and adjusted by the National Geodetic Survey in 1992..
 OX0263.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0263.rate of 1.1 thru 2.0 mm/km.
 OX0263
 OX0263.The geoid height was determined by GEOID03.
 OX0263
 OX0263.The dynamic height is computed by dividing the NAVD 88
 OX0263.geopotential number by the normal gravity value computed on the
 OX0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0263.degrees latitude (g = 980.6199 gals.).
 OX0263
 OX0263.The modeled gravity was interpolated from observed gravity values.
 OX0263
 OX0263;                    North         East    Units  Estimated Accuracy
 OX0263;SPC ID E     -   220,880.      285,150.      MT  (+/- 180 meters Scaled)
 OX0263
 OX0263                          SUPERSEDED SURVEY CONTROL
 OX0263
 OX0263  NGVD 29 (??/??/92) 1873.209  (m)         6145.69   (f) ADJ UNCH    2 0
 OX0263
 OX0263.Superseded values are not recommended for survey control.
 OX0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0263.See file dsdata.txt to determine how the superseded data were derived.
 OX0263
 OX0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP910330(NAD 83)
 OX0263_MARKER: DB = BENCH MARK DISK
 OX0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0263_STAMPING: E 43 1934
 OX0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0263+STABILITY: SURFACE MOTION
 OX0263
 OX0263  HISTORY     - Date     Condition        Report By
 OX0263  HISTORY     - 1934     MONUMENTED       CGS
 OX0263
 OX0263                          STATION DESCRIPTION
 OX0263
 OX0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0263'3.4 MI N FROM VICTOR.
 OX0263'ABOUT 3.4 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OX0263'STATION AT VICTOR, TETON COUNTY, ABOUT 0.25 MILE SOUTH OF MILEPOST 42,
 OX0263'ABOUT 690 FEET SOUTH OF THE SIGNBOARD AT FISH CREEK, ABOUT 250 FEET
 OX0263'SOUTH OF A SWITCH STAND, ABOUT 160 FEET SOUTHWEST OF THE CROSSING OF A
 OX0263'GRAVEL ROAD, ABOUT 126 FEET SOUTHWEST OF CULVERT 42.22 UNDER THE
 OX0263'TRACK, AND 48 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 OX0263'DISK, STAMPED E 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1306 ***********************************************************************
 OY1306  DESIGNATION -  E 430
 OY1306  PID         -  OY1306
 OY1306  STATE/COUNTY-  ID/JEFFERSON
 OY1306  USGS QUAD   -  MONTEVIEW (1969)
 OY1306
 OY1306                         *CURRENT SURVEY CONTROL
 OY1306  ___________________________________________________________________
 OY1306* NAD 83(1986)-  43 52 36.     (N)    112 37 13.     (W)     SCALED    
 OY1306* NAVD 88     -      1485.194  (meters)    4872.67   (feet)  ADJUSTED  
 OY1306  ___________________________________________________________________
 OY1306  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 OY1306  DYNAMIC HT  -        1484.467 (meters)    4870.29  (feet)  COMP
 OY1306  MODELED GRAV-     980,077.0   (mgal)                       NAVD 88
 OY1306
 OY1306  VERT ORDER  -  FIRST     CLASS II
 OY1306
 OY1306.The horizontal coordinates were scaled from a topographic map and have
 OY1306.an estimated accuracy of +/- 6 seconds.
 OY1306
 OY1306.The orthometric height was determined by differential leveling
 OY1306.and adjusted by the National Geodetic Survey in December 1992..
 OY1306
 OY1306.The geoid height was determined by GEOID03.
 OY1306
 OY1306.The dynamic height is computed by dividing the NAVD 88
 OY1306.geopotential number by the normal gravity value computed on the
 OY1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1306.degrees latitude (g = 980.6199 gals.).
 OY1306
 OY1306.The modeled gravity was interpolated from observed gravity values.
 OY1306
 OY1306;                    North         East    Units  Estimated Accuracy
 OY1306;SPC ID E     -   245,590.      163,540.      MT  (+/- 180 meters Scaled)
 OY1306
 OY1306                          SUPERSEDED SURVEY CONTROL
 OY1306
 OY1306  NGVD 29 (08/20/92) 1484.127  (m)         4869.17   (f) ADJUSTED    1 2
 OY1306
 OY1306.Superseded values are not recommended for survey control.
 OY1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1306.See file dsdata.txt to determine how the superseded data were derived.
 OY1306
 OY1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP698594(NAD 83)
 OY1306_MARKER: DV = VERTICAL CONTROL DISK
 OY1306_SETTING: 66 = SET IN ROCK OUTCROP
 OY1306_SP_SET: BEDROCK
 OY1306_STAMPING: E 430 1992
 OY1306_MARK LOGO: NGS   
 OY1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1306+STABILITY: POSITION/ELEVATION WELL
 OY1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1306+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1306
 OY1306  HISTORY     - Date     Condition        Report By
 OY1306  HISTORY     - 1992     MONUMENTED       NGS
 OY1306
 OY1306                          STATION DESCRIPTION
 OY1306
 OY1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1306'17.1 KM (10.60 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1306'OFFICE IN TERRETON, THENCE 4.5 KM (2.80 MI) NORTHEASTERLY ALONG TRACK
 OY1306'ROAD T-17, NEAR THE CENTER OF A 40 BY 50-FOOT AREA OF OUTCROPPING
 OY1306'BEDROCK ALONG THE SOUTH SLOPE OF A HILL, 27.0 M (88.6 FT) SOUTHEAST
 OY1306'OF THE ROAD CENTER, 1.0 M (3.3 FT) NORTH OF A CAIRN, 0.6 M (2.0 FT)
 OY1306'SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 OY1306'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1185 ***********************************************************************
 OY1185  DESIGNATION -  E 431
 OY1185  PID         -  OY1185
 OY1185  STATE/COUNTY-  ID/BUTTE
 OY1185  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1185
 OY1185                         *CURRENT SURVEY CONTROL
 OY1185  ___________________________________________________________________
 OY1185* NAD 83(1986)-  43 33 15.     (N)    112 56 36.     (W)     SCALED    
 OY1185* NAVD 88     -      1502.985  (meters)    4931.04   (feet)  ADJUSTED  
 OY1185  ___________________________________________________________________
 OY1185  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 OY1185  DYNAMIC HT  -        1502.183 (meters)    4928.41  (feet)  COMP
 OY1185  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 OY1185
 OY1185  VERT ORDER  -  FIRST     CLASS II
 OY1185
 OY1185.The horizontal coordinates were scaled from a topographic map and have
 OY1185.an estimated accuracy of +/- 6 seconds.
 OY1185
 OY1185.The orthometric height was determined by differential leveling
 OY1185.and adjusted by the National Geodetic Survey in December 1992..
 OY1185
 OY1185.The geoid height was determined by GEOID03.
 OY1185
 OY1185.The dynamic height is computed by dividing the NAVD 88
 OY1185.geopotential number by the normal gravity value computed on the
 OY1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1185.degrees latitude (g = 980.6199 gals.).
 OY1185
 OY1185.The modeled gravity was interpolated from observed gravity values.
 OY1185
 OY1185;                    North         East    Units  Estimated Accuracy
 OY1185;SPC ID C     -   210,210.      585,380.      MT  (+/- 180 meters Scaled)
 OY1185
 OY1185                          SUPERSEDED SURVEY CONTROL
 OY1185
 OY1185  NGVD 29 (08/20/92) 1501.919  (m)         4927.55   (f) ADJUSTED    1 2
 OY1185
 OY1185.Superseded values are not recommended for survey control.
 OY1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1185.See file dsdata.txt to determine how the superseded data were derived.
 OY1185
 OY1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP430241(NAD 83)
 OY1185_MARKER: I = METAL ROD
 OY1185_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1185_SP_SET: STAINLESS STEEL ROD
 OY1185_STAMPING: E 431 1992
 OY1185_MARK LOGO: NGS   
 OY1185_PROJECTION: PROJECTING 3 CENTIMETERS
 OY1185_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1185+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1185_ROD/PIPE-DEPTH: 3.7  meters
 OY1185
 OY1185  HISTORY     - Date     Condition        Report By
 OY1185  HISTORY     - 1992     MONUMENTED       NGS
 OY1185
 OY1185                          STATION DESCRIPTION
 OY1185
 OY1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1185'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1185'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1185'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY1185'EASTERLY ALONG WEST PORTLAND AVENUE, THENCE 2.0 KM (1.25 MI)
 OY1185'NORTHERLY ALONG LINCOLN BOULEVARD, 36.9 M (121.1 FT) EAST OF THE
 OY1185'BOULEVARD CENTERLINE, 9.6 M (31.5 FT) NORTH OF THE CENTER OF A
 OY1185'GRAVELED ROAD LEADING TO A MONITORING WELL, 4.2 M (13.8 FT) NORTH OF
 OY1185'UTILITY POLE NUMBER 26, 1.0 M (3.3 FT) WEST OF A WITNESS POST, AND
 OY1185'0.6 M (2.0 FT) BELOW THE LEVEL OF THE BOULEVARD.  NOTE--ACCESS TO THE
 OY1185'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1157 ***********************************************************************
 OY1157  DESIGNATION -  E 432
 OY1157  PID         -  OY1157
 OY1157  STATE/COUNTY-  ID/BUTTE
 OY1157  USGS QUAD   -  LITTLE LOST RIVER SINKS (1969)
 OY1157
 OY1157                         *CURRENT SURVEY CONTROL
 OY1157  ___________________________________________________________________
 OY1157* NAD 83(1986)-  43 45 16.     (N)    112 59 29.     (W)     SCALED    
 OY1157* NAVD 88     -      1471.568  (meters)    4827.97   (feet)  ADJUSTED  
 OY1157  ___________________________________________________________________
 OY1157  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 OY1157  DYNAMIC HT  -        1470.802 (meters)    4825.46  (feet)  COMP
 OY1157  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 OY1157
 OY1157  VERT ORDER  -  FIRST     CLASS II
 OY1157
 OY1157.The horizontal coordinates were scaled from a topographic map and have
 OY1157.an estimated accuracy of +/- 6 seconds.
 OY1157
 OY1157.The orthometric height was determined by differential leveling
 OY1157.and adjusted by the National Geodetic Survey in December 1992..
 OY1157
 OY1157.The geoid height was determined by GEOID03.
 OY1157
 OY1157.The dynamic height is computed by dividing the NAVD 88
 OY1157.geopotential number by the normal gravity value computed on the
 OY1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1157.degrees latitude (g = 980.6199 gals.).
 OY1157
 OY1157.The modeled gravity was interpolated from observed gravity values.
 OY1157
 OY1157;                    North         East    Units  Estimated Accuracy
 OY1157;SPC ID C     -   232,410.      581,230.      MT  (+/- 180 meters Scaled)
 OY1157
 OY1157                          SUPERSEDED SURVEY CONTROL
 OY1157
 OY1157  NGVD 29 (08/20/92) 1470.498  (m)         4824.46   (f) ADJUSTED    1 2
 OY1157
 OY1157.Superseded values are not recommended for survey control.
 OY1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1157.See file dsdata.txt to determine how the superseded data were derived.
 OY1157
 OY1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP396465(NAD 83)
 OY1157_MARKER: I = METAL ROD
 OY1157_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1157_SP_SET: STAINLESS STEEL ROD
 OY1157_STAMPING: E 432 1992
 OY1157_MARK LOGO: NGS   
 OY1157_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1157_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1157+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1157_ROD/PIPE-DEPTH: 4.3  meters
 OY1157
 OY1157  HISTORY     - Date     Condition        Report By
 OY1157  HISTORY     - 1992     MONUMENTED       NGS
 OY1157
 OY1157                          STATION DESCRIPTION
 OY1157
 OY1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1157'2.7 KM (1.65 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1157'POST OFFICE IN HOWE, THENCE 1.5 KM (0.95 MI) EASTERLY ALONG A
 OY1157'GRAVELED ROAD, THENCE 0.9 KM (0.55 MI) SOUTHEASTERLY ALONG A TRACK
 OY1157'ROAD, 12.0 M (39.4 FT) EAST OF A FENCE CORNER, 4.8 M (15.7 FT) NORTH
 OY1157'OF THE ROAD CENTER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND
 OY1157'0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO
 OY1157'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1208 ***********************************************************************
 OY1208  DESIGNATION -  E 433
 OY1208  PID         -  OY1208
 OY1208  STATE/COUNTY-  ID/BUTTE
 OY1208  USGS QUAD   -  RYEGRASS FLAT (1973)
 OY1208
 OY1208                         *CURRENT SURVEY CONTROL
 OY1208  ___________________________________________________________________
 OY1208* NAD 83(1986)-  43 31 58.     (N)    112 49 57.     (W)     SCALED    
 OY1208* NAVD 88     -      1540.234  (meters)    5053.25   (feet)  ADJUSTED  
 OY1208  ___________________________________________________________________
 OY1208  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 OY1208  DYNAMIC HT  -        1539.417 (meters)    5050.57  (feet)  COMP
 OY1208  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 OY1208
 OY1208  VERT ORDER  -  FIRST     CLASS II
 OY1208
 OY1208.The horizontal coordinates were scaled from a topographic map and have
 OY1208.an estimated accuracy of +/- 6 seconds.
 OY1208
 OY1208.The orthometric height was determined by differential leveling
 OY1208.and adjusted by the National Geodetic Survey in December 1992..
 OY1208
 OY1208.The geoid height was determined by GEOID03.
 OY1208
 OY1208.The dynamic height is computed by dividing the NAVD 88
 OY1208.geopotential number by the normal gravity value computed on the
 OY1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1208.degrees latitude (g = 980.6199 gals.).
 OY1208
 OY1208.The modeled gravity was interpolated from observed gravity values.
 OY1208
 OY1208;                    North         East    Units  Estimated Accuracy
 OY1208;SPC ID C     -   207,950.      594,370.      MT  (+/- 180 meters Scaled)
 OY1208
 OY1208                          SUPERSEDED SURVEY CONTROL
 OY1208
 OY1208  NGVD 29 (08/20/92) 1539.173  (m)         5049.77   (f) ADJUSTED    1 2
 OY1208
 OY1208.Superseded values are not recommended for survey control.
 OY1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1208.See file dsdata.txt to determine how the superseded data were derived.
 OY1208
 OY1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP519216(NAD 83)
 OY1208_MARKER: DV = VERTICAL CONTROL DISK
 OY1208_SETTING: 66 = SET IN ROCK OUTCROP
 OY1208_SP_SET: BEDROCK
 OY1208_STAMPING: E 433 1992
 OY1208_MARK LOGO: NGS   
 OY1208_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1208+STABILITY: POSITION/ELEVATION WELL
 OY1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1208+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1208
 OY1208  HISTORY     - Date     Condition        Report By
 OY1208  HISTORY     - 1992     MONUMENTED       NGS
 OY1208
 OY1208                          STATION DESCRIPTION
 OY1208
 OY1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1208'37.9 KM (23.55 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1208'OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY
 OY1208'ALONG PORTLAND AVENUE, THENCE 3.7 KM (2.30 MI) NORTHEASTERLY ALONG
 OY1208'JEFFERSON BOULEVARD, THENCE 3.7 KM (2.30 MI) EASTERLY ALONG WILSON
 OY1208'AVENUE, NEAR THE WEST END OF A 20 BY 25-FOOT AREA OF OUTCROPPING
 OY1208'BEDROCK, 82.9 M (272.0 FT) SOUTH OF THE AVENUE CENTERLINE, 1.0 M (3.3
 OY1208'FT) ABOVE THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) SOUTH OF A
 OY1208'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1246 ***********************************************************************
 OY1246  DESIGNATION -  E 434
 OY1246  PID         -  OY1246
 OY1246  STATE/COUNTY-  ID/JEFFERSON
 OY1246  USGS QUAD   -  ANTELOPE BUTTE (1969)
 OY1246
 OY1246                         *CURRENT SURVEY CONTROL
 OY1246  ___________________________________________________________________
 OY1246* NAD 83(1986)-  43 47 05.     (N)    112 36 33.     (W)     SCALED    
 OY1246* NAVD 88     -      1460.122  (meters)    4790.42   (feet)  ADJUSTED  
 OY1246  ___________________________________________________________________
 OY1246  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 OY1246  DYNAMIC HT  -        1459.385 (meters)    4788.00  (feet)  COMP
 OY1246  MODELED GRAV-     980,062.9   (mgal)                       NAVD 88
 OY1246
 OY1246  VERT ORDER  -  FIRST     CLASS II
 OY1246
 OY1246.The horizontal coordinates were scaled from a topographic map and have
 OY1246.an estimated accuracy of +/- 6 seconds.
 OY1246
 OY1246.The orthometric height was determined by differential leveling
 OY1246.and adjusted by the National Geodetic Survey in December 1992..
 OY1246
 OY1246.The geoid height was determined by GEOID03.
 OY1246
 OY1246.The dynamic height is computed by dividing the NAVD 88
 OY1246.geopotential number by the normal gravity value computed on the
 OY1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1246.degrees latitude (g = 980.6199 gals.).
 OY1246
 OY1246.The modeled gravity was interpolated from observed gravity values.
 OY1246
 OY1246;                    North         East    Units  Estimated Accuracy
 OY1246;SPC ID E     -   235,370.      164,380.      MT  (+/- 180 meters Scaled)
 OY1246
 OY1246                          SUPERSEDED SURVEY CONTROL
 OY1246
 OY1246  NGVD 29 (08/20/92) 1459.049  (m)         4786.90   (f) ADJUSTED    1 2
 OY1246
 OY1246.Superseded values are not recommended for survey control.
 OY1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1246.See file dsdata.txt to determine how the superseded data were derived.
 OY1246
 OY1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP705492(NAD 83)
 OY1246_MARKER: I = METAL ROD
 OY1246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1246_SP_SET: STAINLESS STEEL ROD
 OY1246_STAMPING: E 434 1992
 OY1246_MARK LOGO: NGS   
 OY1246_PROJECTION: FLUSH
 OY1246_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1246+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1246_ROD/PIPE-DEPTH: 7.1  meters
 OY1246
 OY1246  HISTORY     - Date     Condition        Report By
 OY1246  HISTORY     - 1992     MONUMENTED       NGS
 OY1246
 OY1246                          STATION DESCRIPTION
 OY1246
 OY1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1246'17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1246'OFFICE IN TERRETON, THENCE 2.2 KM (1.35 MI) SOUTHWESTERLY ALONG TRACK
 OY1246'ROAD T-17, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG A TRACK ROAD,
 OY1246'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG A TRACK ROAD, THENCE 2.3 KM
 OY1246'(1.40 MI) NORTHEASTERLY ALONG A TRACK ROAD, THENCE 3.5 KM (2.15 MI)
 OY1246'EASTERLY ALONG TRACK ROAD T-9, 4.7 M (15.4 FT) NORTHEAST OF AND LEVEL
 OY1246'WITH THE ROAD CENTER, AND 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST.
 OY1246'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1277 ***********************************************************************
 OY1277  DESIGNATION -  E 435
 OY1277  PID         -  OY1277
 OY1277  STATE/COUNTY-  ID/JEFFERSON
 OY1277  USGS QUAD   -  ROBERTS (1979)
 OY1277
 OY1277                         *CURRENT SURVEY CONTROL
 OY1277  ___________________________________________________________________
 OY1277* NAD 83(1986)-  43 43 40.     (N)    112 07 58.     (W)     SCALED    
 OY1277* NAVD 88     -      1455.833  (meters)    4776.35   (feet)  ADJUSTED  
 OY1277  ___________________________________________________________________
 OY1277  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OY1277  DYNAMIC HT  -        1455.118 (meters)    4774.00  (feet)  COMP
 OY1277  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 OY1277
 OY1277  VERT ORDER  -  FIRST     CLASS II
 OY1277
 OY1277.The horizontal coordinates were scaled from a topographic map and have
 OY1277.an estimated accuracy of +/- 6 seconds.
 OY1277
 OY1277.The orthometric height was determined by differential leveling
 OY1277.and adjusted by the National Geodetic Survey in December 1992..
 OY1277
 OY1277.The geoid height was determined by GEOID03.
 OY1277
 OY1277.The dynamic height is computed by dividing the NAVD 88
 OY1277.geopotential number by the normal gravity value computed on the
 OY1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1277.degrees latitude (g = 980.6199 gals.).
 OY1277
 OY1277.The modeled gravity was interpolated from observed gravity values.
 OY1277
 OY1277;                    North         East    Units  Estimated Accuracy
 OY1277;SPC ID E     -   228,950.      202,730.      MT  (+/- 180 meters Scaled)
 OY1277
 OY1277                          SUPERSEDED SURVEY CONTROL
 OY1277
 OY1277  NGVD 29 (08/20/92) 1454.777  (m)         4772.88   (f) ADJUSTED    1 2
 OY1277
 OY1277.Superseded values are not recommended for survey control.
 OY1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1277.See file dsdata.txt to determine how the superseded data were derived.
 OY1277
 OY1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP087422(NAD 83)
 OY1277_MARKER: I = METAL ROD
 OY1277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1277_SP_SET: STAINLESS STEEL ROD
 OY1277_STAMPING: E 435
 OY1277_MARK LOGO: NGS   
 OY1277_PROJECTION: FLUSH
 OY1277_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1277+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1277_ROD/PIPE-DEPTH: 16.7 meters
 OY1277
 OY1277  HISTORY     - Date     Condition        Report By
 OY1277  HISTORY     - 1992     MONUMENTED       NGS
 OY1277
 OY1277                          STATION DESCRIPTION
 OY1277
 OY1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1277'0.3 KM (0.20 MI) EASTERLY ALONG STATE HIGHWAY 48 FROM THE JUNCTION OF
 OY1277'INTERSTATE HIGHWAY 15 (EXIT 135) IN ROBERTS, THENCE 1.2 KM (0.75 MI)
 OY1277'NORTHERLY ALONG ROAD 2858 EAST (3RD STREET), THENCE 0.2 KM (0.10 MI)
 OY1277'WESTERLY ALONG ROAD 700 NORTH, 19.8 M (65.0 FT) WEST OF THE CENTER OF
 OY1277'A GRAVELED ROAD, 9.0 M (29.5 FT) NORTH OF THE ROAD CENTER, 5.0 M
 OY1277'(16.4 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.6 M (2.0
 OY1277'FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTH OF A
 OY1277'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OY1277'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1139 ***********************************************************************
 OY1139  DESIGNATION -  E 436
 OY1139  PID         -  OY1139
 OY1139  STATE/COUNTY-  ID/BUTTE
 OY1139  USGS QUAD   -  HOWE PEAK (1972)
 OY1139
 OY1139                         *CURRENT SURVEY CONTROL
 OY1139  ___________________________________________________________________
 OY1139* NAD 83(1986)-  43 39 25.     (N)    113 03 17.     (W)     SCALED    
 OY1139* NAVD 88     -      1553.219  (meters)    5095.85   (feet)  ADJUSTED  
 OY1139  ___________________________________________________________________
 OY1139  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 OY1139  DYNAMIC HT  -        1552.387 (meters)    5093.12  (feet)  COMP
 OY1139  MODELED GRAV-     980,028.9   (mgal)                       NAVD 88
 OY1139
 OY1139  VERT ORDER  -  FIRST     CLASS II
 OY1139
 OY1139.The horizontal coordinates were scaled from a topographic map and have
 OY1139.an estimated accuracy of +/- 6 seconds.
 OY1139
 OY1139.The orthometric height was determined by differential leveling
 OY1139.and adjusted by the National Geodetic Survey in December 1992..
 OY1139
 OY1139.The geoid height was determined by GEOID03.
 OY1139
 OY1139.The dynamic height is computed by dividing the NAVD 88
 OY1139.geopotential number by the normal gravity value computed on the
 OY1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1139.degrees latitude (g = 980.6199 gals.).
 OY1139
 OY1139.The modeled gravity was interpolated from observed gravity values.
 OY1139
 OY1139;                    North         East    Units  Estimated Accuracy
 OY1139;SPC ID C     -   221,520.      576,250.      MT  (+/- 180 meters Scaled)
 OY1139
 OY1139                          SUPERSEDED SURVEY CONTROL
 OY1139
 OY1139  NGVD 29 (08/20/92) 1552.153  (m)         5092.36   (f) ADJUSTED    1 2
 OY1139
 OY1139.Superseded values are not recommended for survey control.
 OY1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1139.See file dsdata.txt to determine how the superseded data were derived.
 OY1139
 OY1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP343358(NAD 83)
 OY1139_MARKER: I = METAL ROD
 OY1139_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1139+WITH SETTING: INFORMATION.
 OY1139_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1139_STAMPING: E 436 1992
 OY1139_MARK LOGO: NGS   
 OY1139_PROJECTION: FLUSH
 OY1139_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1139+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1139_ROD/PIPE-DEPTH: 1.6  meters
 OY1139
 OY1139  HISTORY     - Date     Condition        Report By
 OY1139  HISTORY     - 1992     MONUMENTED       NGS
 OY1139
 OY1139                          STATION DESCRIPTION
 OY1139
 OY1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1139'15.1 KM (9.40 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1139'POST OFFICE IN HOWE, 14.5 M (47.6 FT) SOUTHEAST OF AND LEVEL WITH THE
 OY1139'HIGHWAY CENTERLINE, 3.9 M (12.8 FT) NORTHEAST OF THE CENTER OF A
 OY1139'TRACK ROAD, 1.4 M (4.6 FT) SOUTHWEST OF UTILITY POLE NUMBER 4, AND
 OY1139'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE
 OY1139'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 OY1139'REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH7375 ***********************************************************************
 AH7375  DESIGNATION -  E 438
 AH7375  PID         -  AH7375
 AH7375  STATE/COUNTY-  ID/ADA
 AH7375  USGS QUAD   -  EAGLE (1979)
 AH7375
 AH7375                         *CURRENT SURVEY CONTROL
 AH7375  ___________________________________________________________________
 AH7375* NAD 83(1986)-  43 43 12.     (N)    116 19 09.     (W)     SCALED    
 AH7375* NAVD 88     -       814.281  (meters)    2671.52   (feet)  ADJUSTED  
 AH7375  ___________________________________________________________________
 AH7375  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 AH7375  DYNAMIC HT  -         813.971 (meters)    2670.50  (feet)  COMP
 AH7375  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 AH7375
 AH7375  VERT ORDER  -  SECOND    CLASS II
 AH7375
 AH7375.The horizontal coordinates were scaled from a topographic map and have
 AH7375.an estimated accuracy of +/- 6 seconds.
 AH7375
 AH7375.The orthometric height was determined by differential leveling
 AH7375.and adjusted by the National Geodetic Survey in July 2002..
 AH7375
 AH7375.The geoid height was determined by GEOID03.
 AH7375
 AH7375.The dynamic height is computed by dividing the NAVD 88
 AH7375.geopotential number by the normal gravity value computed on the
 AH7375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7375.degrees latitude (g = 980.6199 gals.).
 AH7375
 AH7375.The modeled gravity was interpolated from observed gravity values.
 AH7375
 AH7375;                    North         East    Units  Estimated Accuracy
 AH7375;SPC ID W     -   228,240.      754,140.      MT  (+/- 180 meters Scaled)
 AH7375
 AH7375                          SUPERSEDED SURVEY CONTROL
 AH7375
 AH7375.No superseded survey control is available for this station.
 AH7375
 AH7375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ548410(NAD 83)
 AH7375_MARKER: DV = VERTICAL CONTROL DISK
 AH7375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7375_STAMPING: E 438 1998
 AH7375_MARK LOGO: NGS   
 AH7375_PROJECTION: FLUSH
 AH7375_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH7375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7375+STABILITY: SURFACE MOTION
 AH7375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7375+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7375
 AH7375  HISTORY     - Date     Condition        Report By
 AH7375  HISTORY     - 1998     MONUMENTED       EQUINO
 AH7375
 AH7375                          STATION DESCRIPTION
 AH7375
 AH7375'DESCRIBED BY EQUINOX INC 1998 (RLB)
 AH7375'TO REACH FROM THE COURTHOUSE IN BOISE, GO NORTHWEST ON STATE STREET
 AH7375'AND STATE HIGHWAY 44, 12.23 KM (7.60 MI) TI THE JUNCTION OF STATE
 AH7375'HIGHWAY 44 AND STATE HIGHWAY 55.  TURN RIGHT (NORTH) ON TO STATE
 AH7375'HIGHWAY 55 AND PROCEED 3.78 KM (2.35 MI) TO THE MARK ON THE RIGHT
 AH7375'(EAST) SIDE OF THE HIGHWAY.  THE STATION LIES 0.75 M (2.46 FT) EAST OF
 AH7375'A POWERPOLE, 0.55 M (1.80 FT) SOUTH OF A STEEL FENCE POST AT A FENCE
 AH7375'CORNER, 0.80 M (2.62 FT) NORTHWEST OF A CARSONITE WITNESS POST AND
 AH7375'APPROXIMATELY 21 M (68.9 FT) EAST OF THE CENTERLINE STRIPE OF THE 2
 AH7375'LANE NORTHBOUND TRAFFIC LANE OF STATE HIGHWAY 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0421 ***********************************************************************
 NT0421  DESIGNATION -  E 44
 NT0421  PID         -  NT0421
 NT0421  STATE/COUNTY-  ID/CARIBOU
 NT0421  USGS QUAD   -  SODA SPRINGS (1982)
 NT0421
 NT0421                         *CURRENT SURVEY CONTROL
 NT0421  ___________________________________________________________________
 NT0421* NAD 83(1986)-  42 43 31.     (N)    111 33 51.     (W)     SCALED    
 NT0421* NAVD 88     -      1865.758  (meters)    6121.24   (feet)  ADJUSTED  
 NT0421  ___________________________________________________________________
 NT0421  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 NT0421  DYNAMIC HT  -        1864.457 (meters)    6116.97  (feet)  COMP
 NT0421  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 NT0421
 NT0421  VERT ORDER  -  SECOND    CLASS 0
 NT0421
 NT0421.The horizontal coordinates were scaled from a topographic map and have
 NT0421.an estimated accuracy of +/- 6 seconds.
 NT0421
 NT0421.The orthometric height was determined by differential leveling
 NT0421.and adjusted by the National Geodetic Survey in June 1991..
 NT0421
 NT0421.The geoid height was determined by GEOID03.
 NT0421
 NT0421.The dynamic height is computed by dividing the NAVD 88
 NT0421.geopotential number by the normal gravity value computed on the
 NT0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0421.degrees latitude (g = 980.6199 gals.).
 NT0421
 NT0421.The modeled gravity was interpolated from observed gravity values.
 NT0421
 NT0421;                    North         East    Units  Estimated Accuracy
 NT0421;SPC ID E     -   117,760.      249,340.      MT  (+/- 180 meters Scaled)
 NT0421
 NT0421                          SUPERSEDED SURVEY CONTROL
 NT0421
 NT0421  NGVD 29 (??/??/92) 1864.52   (m)         6117.2    (f) COMPUTED    2 0
 NT0421
 NT0421.Superseded values are not recommended for survey control.
 NT0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0421.See file dsdata.txt to determine how the superseded data were derived.
 NT0421
 NT0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN538304(NAD 83)
 NT0421_MARKER: DB = BENCH MARK DISK
 NT0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0421_STAMPING: E-44 1934
 NT0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0421+STABILITY: SURFACE MOTION
 NT0421
 NT0421  HISTORY     - Date     Condition        Report By
 NT0421  HISTORY     - 1934     MONUMENTED       CGS
 NT0421
 NT0421                          STATION DESCRIPTION
 NT0421
 NT0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0421'6.2 MI N FROM SODA SPRINGS.
 NT0421'6.2 MILES NORTH OF, ALONG STATE HIGHWAY NO. 34, FROM CARIBOU COUNTY
 NT0421'COURT HOUSE.  ABOUT 6.2 MILES NORTH ALONG STATE HIGHWAY 34 FROM THE
 NT0421'COUNTY COURTHOUSE AT SODA SPRINGS, CARIBOU COUNTY, ABOUT 0.25 MILE
 NT0421'SOUTH OF THE JUNCTION OF THE CONDA ROAD, ABOUT 825 FEET NORTH OF THE
 NT0421'SUMMIT OF A HILL, ABOUT 400 FEET SOUTH OF A CULVERT, ON THE SUMMIT OF
 NT0421'A SECONDARY HILL, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 NT0421'1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED E 44 1934 AND SET IN
 NT0421'THE TOP OF A CONCRETE POST.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0422 ***********************************************************************
 NT0422  DESIGNATION -  E 44 RESET
 NT0422  PID         -  NT0422
 NT0422  STATE/COUNTY-  ID/CARIBOU
 NT0422  USGS QUAD   -  SODA SPRINGS (1982)
 NT0422
 NT0422                         *CURRENT SURVEY CONTROL
 NT0422  ___________________________________________________________________
 NT0422* NAD 83(1986)-  42 43 30.     (N)    111 33 51.     (W)     SCALED    
 NT0422* NAVD 88     -      1865.763  (meters)    6121.26   (feet)  ADJUSTED  
 NT0422  ___________________________________________________________________
 NT0422  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 NT0422  DYNAMIC HT  -        1864.462 (meters)    6116.99  (feet)  COMP
 NT0422  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 NT0422
 NT0422  VERT ORDER  -  SECOND    CLASS 0
 NT0422
 NT0422.The horizontal coordinates were scaled from a topographic map and have
 NT0422.an estimated accuracy of +/- 6 seconds.
 NT0422
 NT0422.The orthometric height was determined by differential leveling
 NT0422.and adjusted by the National Geodetic Survey in June 1991..
 NT0422
 NT0422.The geoid height was determined by GEOID03.
 NT0422
 NT0422.The dynamic height is computed by dividing the NAVD 88
 NT0422.geopotential number by the normal gravity value computed on the
 NT0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0422.degrees latitude (g = 980.6199 gals.).
 NT0422
 NT0422.The modeled gravity was interpolated from observed gravity values.
 NT0422
 NT0422;                    North         East    Units  Estimated Accuracy
 NT0422;SPC ID E     -   117,730.      249,340.      MT  (+/- 180 meters Scaled)
 NT0422
 NT0422                          SUPERSEDED SURVEY CONTROL
 NT0422
 NT0422  NGVD 29 (??/??/92) 1864.537  (m)         6117.24   (f) ADJ UNCH    2 0
 NT0422
 NT0422.Superseded values are not recommended for survey control.
 NT0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0422.See file dsdata.txt to determine how the superseded data were derived.
 NT0422
 NT0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN538304(NAD 83)
 NT0422_MARKER: DB = BENCH MARK DISK
 NT0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0422_STAMPING: E 44 1934 RESET 1946
 NT0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0422+STABILITY: SURFACE MOTION
 NT0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0422+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 NT0422
 NT0422  HISTORY     - Date     Condition        Report By
 NT0422  HISTORY     - 1946     MONUMENTED       CGS
 NT0422  HISTORY     - 1951     GOOD             NGS
 NT0422  HISTORY     - 20020426 GOOD             ORBITE
 NT0422  HISTORY     - 20060916 GOOD             JCLS
 NT0422
 NT0422                          STATION DESCRIPTION
 NT0422
 NT0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0422'5.9 MI N FROM SODA SPRINGS.
 NT0422'5.9 MILES NORTH ALONG THE STATE HIGHWAY 34, THENCE 0.15 MILE SOUTH OF
 NT0422'THE JUNCTION OF THE CONDA EAST ROAD, THENCE 0.3 MILE NORTHWEST OF THE
 NT0422'JUNCTION OF A GRAVEL ROAD LEADING EAST, 50 FEET NORTHEAST OF THE
 NT0422'CENTER LINE OF THE HIGHWAY, 0.4 FOOT SOUTHWEST OF A FENCE LINE, AND
 NT0422'SET ON THE TOP OF A CUT ABOUT 7 FEET ABOVE THE HIGHWAY, AND SET IN THE
 NT0422'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 NT0422
 NT0422                          STATION RECOVERY (2002)
 NT0422
 NT0422'RECOVERY NOTE BY ORBITECH INC 2002 (SHG)
 NT0422'RECOVERED IN GOOD CONDITION.
 NT0422
 NT0422                          STATION RECOVERY (2006)
 NT0422
 NT0422'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (FJO)
 NT0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0346 ***********************************************************************
 OX0346  DESIGNATION -  E 45
 OX0346  PID         -  OX0346
 OX0346  STATE/COUNTY-  ID/BONNEVILLE
 OX0346  USGS QUAD   -  HERMAN (1966)
 OX0346
 OX0346                         *CURRENT SURVEY CONTROL
 OX0346  ___________________________________________________________________
 OX0346* NAD 83(1986)-  43 08 26.     (N)    111 27 16.     (W)     SCALED    
 OX0346* NAVD 88     -      1949.101  (meters)    6394.68   (feet)  ADJUSTED  
 OX0346  ___________________________________________________________________
 OX0346  GEOID HEIGHT-         -10.90  (meters)                     GEOID03
 OX0346  DYNAMIC HT  -        1947.766 (meters)    6390.30  (feet)  COMP
 OX0346  MODELED GRAV-     979,865.7   (mgal)                       NAVD 88
 OX0346
 OX0346  VERT ORDER  -  SECOND    CLASS 0
 OX0346
 OX0346.The horizontal coordinates were scaled from a topographic map and have
 OX0346.an estimated accuracy of +/- 6 seconds.
 OX0346
 OX0346.The orthometric height was determined by differential leveling
 OX0346.and adjusted by the National Geodetic Survey in June 1991..
 OX0346
 OX0346.The geoid height was determined by GEOID03.
 OX0346
 OX0346.The dynamic height is computed by dividing the NAVD 88
 OX0346.geopotential number by the normal gravity value computed on the
 OX0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0346.degrees latitude (g = 980.6199 gals.).
 OX0346
 OX0346.The modeled gravity was interpolated from observed gravity values.
 OX0346
 OX0346;                    North         East    Units  Estimated Accuracy
 OX0346;SPC ID E     -   163,960.      257,940.      MT  (+/- 180 meters Scaled)
 OX0346
 OX0346                          SUPERSEDED SURVEY CONTROL
 OX0346
 OX0346  NGVD 29 (??/??/92) 1947.817  (m)         6390.46   (f) ADJ UNCH    2 0
 OX0346
 OX0346.Superseded values are not recommended for survey control.
 OX0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0346.See file dsdata.txt to determine how the superseded data were derived.
 OX0346
 OX0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN630765(NAD 83)
 OX0346_MARKER: DB = BENCH MARK DISK
 OX0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0346_STAMPING: E 45 1934
 OX0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0346+STABILITY: SURFACE MOTION
 OX0346
 OX0346  HISTORY     - Date     Condition        Report By
 OX0346  HISTORY     - 1934     MONUMENTED       CGS
 OX0346
 OX0346                          STATION DESCRIPTION
 OX0346
 OX0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0346'1.3 MI N FROM HERMAN.
 OX0346'1.3 MILES NORTH ALONG THE HERMAN-BONE ROAD FROM THE RANGER STATION AT
 OX0346'HERMAN, BONNEVILLE COUNTY, ABOUT 520 FEET EAST OF A 14-FOOT LOG
 OX0346'BRIDGE, ABOUT 132 EAST OF A SMALL POINT FORMED BY THE JUNCTION OF THE
 OX0346'SOUTH BANK OF THE ROAD AND AN OLD ROAD CUT LEADING EAST, 66 FEET WEST
 OX0346'OF THE WEST EDGE OF AN 80-FOOT SINK IN THE GROUND, 22 FEET SOUTH OF
 OX0346'THE CENTER LINE OF THE ROAD, AND 1 FOOT NORTH OF A FENCE.  A STANDARD
 OX0346'DISK, STAMPED E 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0594 ***********************************************************************
 OX0594  DESIGNATION -  E 46
 OX0594  PID         -  OX0594
 OX0594  STATE/COUNTY-  ID/BONNEVILLE
 OX0594  USGS QUAD   -  UCON (1979)
 OX0594
 OX0594                         *CURRENT SURVEY CONTROL
 OX0594  ___________________________________________________________________
 OX0594* NAD 83(1986)-  43 30 42.     (N)    111 58 06.     (W)     SCALED    
 OX0594* NAVD 88     -      1449.963  (meters)    4757.09   (feet)  ADJUSTED  
 OX0594  ___________________________________________________________________
 OX0594  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 OX0594  DYNAMIC HT  -        1449.202 (meters)    4754.59  (feet)  COMP
 OX0594  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 OX0594
 OX0594  VERT ORDER  -  SECOND    CLASS 0
 OX0594
 OX0594.The horizontal coordinates were scaled from a topographic map and have
 OX0594.an estimated accuracy of +/- 6 seconds.
 OX0594
 OX0594.The orthometric height was determined by differential leveling
 OX0594.and adjusted by the National Geodetic Survey in June 1991..
 OX0594
 OX0594.The geoid height was determined by GEOID03.
 OX0594
 OX0594.The dynamic height is computed by dividing the NAVD 88
 OX0594.geopotential number by the normal gravity value computed on the
 OX0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0594.degrees latitude (g = 980.6199 gals.).
 OX0594
 OX0594.The modeled gravity was interpolated from observed gravity values.
 OX0594
 OX0594;                    North         East    Units  Estimated Accuracy
 OX0594;SPC ID E     -   204,960.      216,040.      MT  (+/- 180 meters Scaled)
 OX0594
 OX0594                          SUPERSEDED SURVEY CONTROL
 OX0594
 OX0594  NGVD 29 (??/??/92) 1448.884  (m)         4753.55   (f) ADJ UNCH    2 0
 OX0594
 OX0594.Superseded values are not recommended for survey control.
 OX0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0594.See file dsdata.txt to determine how the superseded data were derived.
 OX0594
 OX0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP217180(NAD 83)
 OX0594_MARKER: DB = BENCH MARK DISK
 OX0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0594_SP_SET: BUILDING
 OX0594_STAMPING: E 46 1934
 OX0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0594
 OX0594  HISTORY     - Date     Condition        Report By
 OX0594  HISTORY     - 1934     MONUMENTED       CGS
 OX0594  HISTORY     - 1975     GOOD             USGS
 OX0594
 OX0594                          STATION DESCRIPTION
 OX0594
 OX0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0594'IN LINCOLN.
 OX0594'AT LINCOLN, BONNEVILLE COUNTY, AT THE PUBLIC SCHOOL, AT THE MAIN
 OX0594'ENTRANCE, 9 FEET EAST OF THE CENTER OF THE ENTRANCE, IN THE CENTER OF
 OX0594'THE OUT JOGGED BRICK WALL 41 INCHES WIDE, 0.4 FOOT ABOVE A COPING, AND
 OX0594'4.2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED E 46 1934 AND SET
 OX0594'VERTICALLY.
 OX0594
 OX0594                          STATION RECOVERY (1975)
 OX0594
 OX0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OX0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0188 ***********************************************************************
 NT0188  DESIGNATION -  E 47
 NT0188  PID         -  NT0188
 NT0188  STATE/COUNTY-  ID/BEAR LAKE
 NT0188  USGS QUAD   -  PEGRAM (1970)
 NT0188
 NT0188                         *CURRENT SURVEY CONTROL
 NT0188  ___________________________________________________________________
 NT0188* NAD 83(1986)-  42 08 49.     (N)    111 09 06.     (W)     SCALED    
 NT0188* NAVD 88     -      1834.906  (meters)    6020.02   (feet)  ADJUSTED  
 NT0188  ___________________________________________________________________
 NT0188  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 NT0188  DYNAMIC HT  -        1833.470 (meters)    6015.31  (feet)  COMP
 NT0188  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 NT0188
 NT0188  VERT ORDER  -  SECOND    CLASS 0
 NT0188
 NT0188.The horizontal coordinates were scaled from a topographic map and have
 NT0188.an estimated accuracy of +/- 6 seconds.
 NT0188
 NT0188.The orthometric height was determined by differential leveling
 NT0188.and adjusted by the National Geodetic Survey in June 1991..
 NT0188
 NT0188.The geoid height was determined by GEOID03.
 NT0188
 NT0188.The dynamic height is computed by dividing the NAVD 88
 NT0188.geopotential number by the normal gravity value computed on the
 NT0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0188.degrees latitude (g = 980.6199 gals.).
 NT0188
 NT0188.The modeled gravity was interpolated from observed gravity values.
 NT0188
 NT0188;                    North         East    Units  Estimated Accuracy
 NT0188;SPC ID E     -    53,840.      283,900.      MT  (+/- 180 meters Scaled)
 NT0188
 NT0188                          SUPERSEDED SURVEY CONTROL
 NT0188
 NT0188  NGVD 29 (??/??/92) 1833.642  (m)         6015.87   (f) ADJ UNCH    2 0
 NT0188
 NT0188.Superseded values are not recommended for survey control.
 NT0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0188.See file dsdata.txt to determine how the superseded data were derived.
 NT0188
 NT0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM874661(NAD 83)
 NT0188_MARKER: DB = BENCH MARK DISK
 NT0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0188_STAMPING: E 47 1934
 NT0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0188+STABILITY: SURFACE MOTION
 NT0188
 NT0188  HISTORY     - Date     Condition        Report By
 NT0188  HISTORY     - 1934     MONUMENTED       CGS
 NT0188
 NT0188                          STATION DESCRIPTION
 NT0188
 NT0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0188'2.2 MI W FROM PEGRAM.
 NT0188'ABOUT 2.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE SCHOOL
 NT0188'(DISTRICT 5) AT PEGRAM, BEAR LAKE COUNTY, ABOUT 300 FEET SOUTHEAST OF
 NT0188'MILEPOST 100, AT AN IMPROVED DIRTROAD CROSSING, OPPOSITE CATTLE GUARD
 NT0188'99.96, 45 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 100
 NT0188'FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 30 FEET WEST OF A
 NT0188'POLE, AND 10 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.  A STANDARD
 NT0188'DISK, STAMPED E 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0446 ***********************************************************************
 NT0446  DESIGNATION -  E 48
 NT0446  PID         -  NT0446
 NT0446  STATE/COUNTY-  ID/CARIBOU
 NT0446  USGS QUAD   -  SODA SPRINGS (1982)
 NT0446
 NT0446                         *CURRENT SURVEY CONTROL
 NT0446  ___________________________________________________________________
 NT0446* NAD 83(1986)-  42 38 24.     (N)    111 34 38.     (W)     SCALED    
 NT0446* NAVD 88     -      1776.317  (meters)    5827.80   (feet)  ADJUSTED  
 NT0446  ___________________________________________________________________
 NT0446  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 NT0446  DYNAMIC HT  -        1775.073 (meters)    5823.72  (feet)  COMP
 NT0446  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 NT0446
 NT0446  VERT ORDER  -  SECOND    CLASS 0
 NT0446
 NT0446.The horizontal coordinates were scaled from a topographic map and have
 NT0446.an estimated accuracy of +/- 6 seconds.
 NT0446
 NT0446.The orthometric height was determined by differential leveling
 NT0446.and adjusted by the National Geodetic Survey in June 1991..
 NT0446
 NT0446.The geoid height was determined by GEOID03.
 NT0446
 NT0446.The dynamic height is computed by dividing the NAVD 88
 NT0446.geopotential number by the normal gravity value computed on the
 NT0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0446.degrees latitude (g = 980.6199 gals.).
 NT0446
 NT0446.The modeled gravity was interpolated from observed gravity values.
 NT0446
 NT0446;                    North         East    Units  Estimated Accuracy
 NT0446;SPC ID E     -   108,280.      248,340.      MT  (+/- 180 meters Scaled)
 NT0446
 NT0446                          SUPERSEDED SURVEY CONTROL
 NT0446
 NT0446  NGVD 29 (??/??/92) 1775.103  (m)         5823.82   (f) ADJ UNCH    2 0
 NT0446
 NT0446.Superseded values are not recommended for survey control.
 NT0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0446.See file dsdata.txt to determine how the superseded data were derived.
 NT0446
 NT0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN526210(NAD 83)
 NT0446_MARKER: DB = BENCH MARK DISK
 NT0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0446_STAMPING: E 48 1934
 NT0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0446+STABILITY: SURFACE MOTION
 NT0446
 NT0446  HISTORY     - Date     Condition        Report By
 NT0446  HISTORY     - 1934     MONUMENTED       CGS
 NT0446  HISTORY     - 1979     GOOD             USGS
 NT0446
 NT0446                          STATION DESCRIPTION
 NT0446
 NT0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0446'2.5 MI SE FROM SODA SPRINGS.
 NT0446'ABOUT 2.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NT0446'STATION AT SODA SPRINGS, CARIBOU COUNTY, 5 FEET WEST OF MILEPOST 144,
 NT0446'ABOUT 0.5 MILE SOUTH OF U.S. HIGHWAY 30N AND A WATER TANK, ABOUT 705
 NT0446'FEET NORTH OF CULVERT 143.86, ABOUT 675 FEET NORTH OF SEMAPHORE 1438,
 NT0446'ABOUT 420 FEET NORTH OF THE CROSSING OF THE HIGH LINE, 105 FEET WEST
 NT0446'OF THE CENTER LINE OF THE TRACK, AND 4 FEET EAST OF THE RIGHT-OF-WAY
 NT0446'FENCE.  A STANDARD DISK, STAMPED E 48 1934 AND SET IN THE TOP OF A
 NT0446'CONCRETE POST.
 NT0446
 NT0446                          STATION RECOVERY (1979)
 NT0446
 NT0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NT0446'ABOUT 2.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NT0446'STATION AT SODA SPRINGS, CARIBOU COUNTY, 51 FEET WEST OF MILEPOST
 NT0446'144, ABOUT 0.5 MILE SOUTH OF U.S. HIGHWAY 30, ABOUT 420 FEET NORTH OF
 NT0446'THE CROSSING OF A HIGH LINE, ABOUT 705 FEET NORTH OF CULVERT 143.86,
 NT0446'105 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 4 FEET EAST OF THE
 NT0446'RIGHT-OF-WAY FENCE, A STANDARD DISK, STAMPED E 48 1934 AND SET IN THE
 NT0446'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0159 ***********************************************************************
 NU0159  DESIGNATION -  E 49
 NU0159  PID         -  NU0159
 NU0159  STATE/COUNTY-  ID/BANNOCK
 NU0159  USGS QUAD   -  LAVA HOT SPRINGS (1968)
 NU0159
 NU0159                         *CURRENT SURVEY CONTROL
 NU0159  ___________________________________________________________________
 NU0159* NAD 83(1986)-  42 37 23.     (N)    112 06 30.     (W)     SCALED    
 NU0159* NAVD 88     -      1503.470  (meters)    4932.63   (feet)  ADJUSTED  
 NU0159  ___________________________________________________________________
 NU0159  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 NU0159  DYNAMIC HT  -        1502.520 (meters)    4929.52  (feet)  COMP
 NU0159  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 NU0159
 NU0159  VERT ORDER  -  SECOND    CLASS 0
 NU0159
 NU0159.The horizontal coordinates were scaled from a topographic map and have
 NU0159.an estimated accuracy of +/- 6 seconds.
 NU0159
 NU0159.The orthometric height was determined by differential leveling
 NU0159.and adjusted by the National Geodetic Survey in June 1991..
 NU0159
 NU0159.The geoid height was determined by GEOID03.
 NU0159
 NU0159.The dynamic height is computed by dividing the NAVD 88
 NU0159.geopotential number by the normal gravity value computed on the
 NU0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0159.degrees latitude (g = 980.6199 gals.).
 NU0159
 NU0159.The modeled gravity was interpolated from observed gravity values.
 NU0159
 NU0159;                    North         East    Units  Estimated Accuracy
 NU0159;SPC ID E     -   106,230.      204,790.      MT  (+/- 180 meters Scaled)
 NU0159
 NU0159                          SUPERSEDED SURVEY CONTROL
 NU0159
 NU0159  NGVD 29 (??/??/92) 1502.389  (m)         4929.09   (f) ADJ UNCH    2 0
 NU0159
 NU0159.Superseded values are not recommended for survey control.
 NU0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0159.See file dsdata.txt to determine how the superseded data were derived.
 NU0159
 NU0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN091195(NAD 83)
 NU0159_MARKER: DB = BENCH MARK DISK
 NU0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0159_STAMPING: E 49 1934
 NU0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0159+STABILITY: SURFACE MOTION
 NU0159
 NU0159  HISTORY     - Date     Condition        Report By
 NU0159  HISTORY     - 1934     MONUMENTED       CGS
 NU0159
 NU0159                          STATION DESCRIPTION
 NU0159
 NU0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0159'5.8 MI SE FROM MCCAMMON.
 NU0159'ABOUT 5.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU0159'STATION AT MCCAMMON, BANNOCK COUNTY, ABOUT 300 FEET SOUTHWEST OF
 NU0159'CULVERT 185.49, AT AN IMPROVED ROAD CROSSING, 45 FEET SOUTHWEST OF THE
 NU0159'CENTER LINE OF THE ROAD, 34 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NU0159'EAST-BOUND MAIN TRACK, 75 FEET NORTHWEST OF AN EAST RIGHT-OF-WAY FENCE
 NU0159'CORNER, 70 FEET SOUTHWEST OF A POLE, AND 3 FEET NORTHEAST OF THE
 NU0159'FENCE.  A STANDARD DISK, STAMPED E 49 1934 AND SET IN THE TOP OF A
 NU0159'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0507 ***********************************************************************
 OH0507  DESIGNATION -  E 5
 OH0507  PID         -  OH0507
 OH0507  STATE/COUNTY-  ID/CANYON
 OH0507  USGS QUAD   -  NAMPA (1971)
 OH0507
 OH0507                         *CURRENT SURVEY CONTROL
 OH0507  ___________________________________________________________________
 OH0507* NAD 83(1986)-  43 34 46.     (N)    116 33 38.     (W)     SCALED    
 OH0507* NAVD 88     -       759.087  (meters)    2490.44   (feet)  ADJUSTED  
 OH0507  ___________________________________________________________________
 OH0507  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 OH0507  DYNAMIC HT  -         758.823 (meters)    2489.57  (feet)  COMP
 OH0507  MODELED GRAV-     980,247.3   (mgal)                       NAVD 88
 OH0507
 OH0507  VERT ORDER  -  FIRST     CLASS II
 OH0507
 OH0507.The horizontal coordinates were scaled from a topographic map and have
 OH0507.an estimated accuracy of +/- 6 seconds.
 OH0507
 OH0507.The orthometric height was determined by differential leveling
 OH0507.and adjusted by the National Geodetic Survey in June 1991..
 OH0507.WARNING-Repeat measurements at this control monument indicate possible
 OH0507.vertical movement.
 OH0507
 OH0507.The geoid height was determined by GEOID03.
 OH0507
 OH0507.The dynamic height is computed by dividing the NAVD 88
 OH0507.geopotential number by the normal gravity value computed on the
 OH0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0507.degrees latitude (g = 980.6199 gals.).
 OH0507
 OH0507.The modeled gravity was interpolated from observed gravity values.
 OH0507
 OH0507;                    North         East    Units  Estimated Accuracy
 OH0507;SPC ID W     -   212,790.      734,540.      MT  (+/- 180 meters Scaled)
 OH0507
 OH0507                          SUPERSEDED SURVEY CONTROL
 OH0507
 OH0507  NGVD 29 (??/??/92)  758.154  (m)         2487.38   (f) ADJ UNCH    1 2
 OH0507
 OH0507.Superseded values are not recommended for survey control.
 OH0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0507.See file dsdata.txt to determine how the superseded data were derived.
 OH0507
 OH0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ354252(NAD 83)
 OH0507_MARKER: Q = CHISELED SQUARE
 OH0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0507_SP_SET: LAVA POST
 OH0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0507
 OH0507  HISTORY     - Date     Condition        Report By
 OH0507  HISTORY     - UNK      MONUMENTED       CGS
 OH0507  HISTORY     - 1934     GOOD             NGS
 OH0507  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0507  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0507
 OH0507                          STATION DESCRIPTION
 OH0507
 OH0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OH0507'IN NAMPA.
 OH0507'AT NAMPA, CANYON COUNTY, IDAHO, AT THE SOUTHEAST CORNER OF FIRST ST.
 OH0507'SOUTH AND 11TH AVE. SOUTH, IN THE WEST END OF THE DEWEY PALACE HOTEL
 OH0507'LAWN, 43 FEET SOUTH OF THE FENCE ALONG FIRST ST. SOUTH, AND 16 FEET
 OH0507'EAST OF THE FENCE ALONG 11TH AVE. SOUTH.  THE BOTTOM OF A SQUARE HOLE,
 OH0507'CUT IN THE TOP OF A SQUARE LAVA POST, SURROUNDED BY THE LETTERS
 OH0507'U.S.B.M., AND 6 INCHES ABOVE THE GROUND.
 OH0507
 OH0507                          STATION RECOVERY (1979)
 OH0507
 OH0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0507'MARK NOT FOUND.
 OH0507
 OH0507                          STATION RECOVERY (1983)
 OH0507
 OH0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0507'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0554 ***********************************************************************
 PZ0554  DESIGNATION -  E 50
 PZ0554  PID         -  PZ0554
 PZ0554  STATE/COUNTY-  ID/LEMHI
 PZ0554  USGS QUAD   -  MAY (1989)
 PZ0554
 PZ0554                         *CURRENT SURVEY CONTROL
 PZ0554  ___________________________________________________________________
 PZ0554* NAD 83(1986)-  44 34 32.     (N)    113 53 45.     (W)     SCALED    
 PZ0554* NAVD 88     -      1548.079  (meters)    5078.99   (feet)  ADJUSTED  
 PZ0554  ___________________________________________________________________
 PZ0554  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 PZ0554  DYNAMIC HT  -        1547.276 (meters)    5076.35  (feet)  COMP
 PZ0554  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 PZ0554
 PZ0554  VERT ORDER  -  SECOND    CLASS 0
 PZ0554
 PZ0554.The horizontal coordinates were scaled from a topographic map and have
 PZ0554.an estimated accuracy of +/- 6 seconds.
 PZ0554
 PZ0554.The orthometric height was determined by differential leveling
 PZ0554.and adjusted by the National Geodetic Survey in June 1991..
 PZ0554
 PZ0554.The geoid height was determined by GEOID03.
 PZ0554
 PZ0554.The dynamic height is computed by dividing the NAVD 88
 PZ0554.geopotential number by the normal gravity value computed on the
 PZ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0554.degrees latitude (g = 980.6199 gals.).
 PZ0554
 PZ0554.The modeled gravity was interpolated from observed gravity values.
 PZ0554
 PZ0554;                    North         East    Units  Estimated Accuracy
 PZ0554;SPC ID C     -   323,150.      508,270.      MT  (+/- 180 meters Scaled)
 PZ0554
 PZ0554                          SUPERSEDED SURVEY CONTROL
 PZ0554
 PZ0554  NGVD 29 (??/??/92) 1546.835  (m)         5074.91   (f) ADJ UNCH    2 0
 PZ0554
 PZ0554.Superseded values are not recommended for survey control.
 PZ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0554.See file dsdata.txt to determine how the superseded data were derived.
 PZ0554
 PZ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ700398(NAD 83)
 PZ0554_MARKER: DB = BENCH MARK DISK
 PZ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0554_STAMPING: E 50 1948
 PZ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0554+STABILITY: SURFACE MOTION
 PZ0554
 PZ0554  HISTORY     - Date     Condition        Report By
 PZ0554  HISTORY     - 1948     MONUMENTED       CGS
 PZ0554
 PZ0554                          STATION DESCRIPTION
 PZ0554
 PZ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0554'2.7 MI SE FROM MAY.
 PZ0554'2.7 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE RANGER STATION
 PZ0554'AT MAY, ABOUT 0.8 MILE SOUTHEAST OF THE Y INTERSECTION OF PAHSIMEROI
 PZ0554'ROAD AND THE PATTERSON ROAD, AT THE NORTHWEST CORNER OF THE
 PZ0554'INTERSECTION OF PAHSIMEROI ROAD AND A DIRT ROAD LEADING SOUTH TO THE
 PZ0554'BRUGGENKAMP RANCH, 57.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PZ0554'PAHSIMEROI ROAD, 36.0 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD
 PZ0554'SOUTH, 3.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 PZ0554'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0509 ***********************************************************************
 PZ0509  DESIGNATION -  E 51
 PZ0509  PID         -  PZ0509
 PZ0509  STATE/COUNTY-  ID/CUSTER
 PZ0509  USGS QUAD   -  DONKEY CREEK (1989)
 PZ0509
 PZ0509                         *CURRENT SURVEY CONTROL
 PZ0509  ___________________________________________________________________
 PZ0509* NAD 83(1986)-  44 20 36.     (N)    113 35 25.     (W)     SCALED    
 PZ0509* NAVD 88     -      1936.891  (meters)    6354.62   (feet)  ADJUSTED  
 PZ0509  ___________________________________________________________________
 PZ0509  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 PZ0509  DYNAMIC HT  -        1935.742 (meters)    6350.85  (feet)  COMP
 PZ0509  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 PZ0509
 PZ0509  VERT ORDER  -  SECOND    CLASS 0
 PZ0509
 PZ0509.The horizontal coordinates were scaled from a topographic map and have
 PZ0509.an estimated accuracy of +/- 6 seconds.
 PZ0509
 PZ0509.The orthometric height was determined by differential leveling
 PZ0509.and adjusted by the National Geodetic Survey in June 1991..
 PZ0509
 PZ0509.The geoid height was determined by GEOID03.
 PZ0509
 PZ0509.The dynamic height is computed by dividing the NAVD 88
 PZ0509.geopotential number by the normal gravity value computed on the
 PZ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0509.degrees latitude (g = 980.6199 gals.).
 PZ0509
 PZ0509.The modeled gravity was interpolated from observed gravity values.
 PZ0509
 PZ0509;                    North         East    Units  Estimated Accuracy
 PZ0509;SPC ID C     -   297,430.      532,670.      MT  (+/- 180 meters Scaled)
 PZ0509
 PZ0509                          SUPERSEDED SURVEY CONTROL
 PZ0509
 PZ0509  NGVD 29 (??/??/92) 1935.544  (m)         6350.20   (f) ADJ UNCH    2 0
 PZ0509
 PZ0509.Superseded values are not recommended for survey control.
 PZ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0509.See file dsdata.txt to determine how the superseded data were derived.
 PZ0509
 PZ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ935132(NAD 83)
 PZ0509_MARKER: DB = BENCH MARK DISK
 PZ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0509_STAMPING: E 51 1948
 PZ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0509+STABILITY: SURFACE MOTION
 PZ0509
 PZ0509  HISTORY     - Date     Condition        Report By
 PZ0509  HISTORY     - 1948     MONUMENTED       CGS
 PZ0509
 PZ0509                          STATION DESCRIPTION
 PZ0509
 PZ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0509'22.9 MI NW FROM CLYDE.
 PZ0509'22.9 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0509'CLYDE, ON THE WEST SLOPE OF A LONG GRADE, ABOUT 0.2 MILE EAST OF A
 PZ0509'WOODEN BRIDGE OVER A DRY CREEK, 46.0 FEET NORTH OF THE CENTER LINE OF
 PZ0509'THE ROAD, 3.0 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 PZ0509'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0513 ***********************************************************************
 PZ0513  DESIGNATION -  E 52
 PZ0513  PID         -  PZ0513
 PZ0513  STATE/COUNTY-  ID/CUSTER
 PZ0513  USGS QUAD   -  DONKEY CREEK (1989)
 PZ0513
 PZ0513                         *CURRENT SURVEY CONTROL
 PZ0513  ___________________________________________________________________
 PZ0513* NAD 83(1986)-  44 19 04.     (N)    113 31 43.     (W)     SCALED    
 PZ0513* NAVD 88     -      2028.007  (meters)    6653.55   (feet)  ADJUSTED  
 PZ0513  ___________________________________________________________________
 PZ0513  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 PZ0513  DYNAMIC HT  -        2026.771 (meters)    6649.50  (feet)  COMP
 PZ0513  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 PZ0513
 PZ0513  VERT ORDER  -  SECOND    CLASS 0
 PZ0513
 PZ0513.The horizontal coordinates were scaled from a topographic map and have
 PZ0513.an estimated accuracy of +/- 6 seconds.
 PZ0513
 PZ0513.The orthometric height was determined by differential leveling
 PZ0513.and adjusted by the National Geodetic Survey in June 1991..
 PZ0513
 PZ0513.The geoid height was determined by GEOID03.
 PZ0513
 PZ0513.The dynamic height is computed by dividing the NAVD 88
 PZ0513.geopotential number by the normal gravity value computed on the
 PZ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0513.degrees latitude (g = 980.6199 gals.).
 PZ0513
 PZ0513.The modeled gravity was interpolated from observed gravity values.
 PZ0513
 PZ0513;                    North         East    Units  Estimated Accuracy
 PZ0513;SPC ID C     -   294,610.      537,600.      MT  (+/- 180 meters Scaled)
 PZ0513
 PZ0513                          SUPERSEDED SURVEY CONTROL
 PZ0513
 PZ0513  NGVD 29 (??/??/92) 2026.640  (m)         6649.07   (f) ADJ UNCH    2 0
 PZ0513
 PZ0513.Superseded values are not recommended for survey control.
 PZ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0513.See file dsdata.txt to determine how the superseded data were derived.
 PZ0513
 PZ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ983102(NAD 83)
 PZ0513_MARKER: DB = BENCH MARK DISK
 PZ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0513_STAMPING: E 52 1948
 PZ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0513+STABILITY: SURFACE MOTION
 PZ0513
 PZ0513  HISTORY     - Date     Condition        Report By
 PZ0513  HISTORY     - 1948     MONUMENTED       CGS
 PZ0513
 PZ0513                          STATION DESCRIPTION
 PZ0513
 PZ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0513'19.4 MI NW FROM CLYDE.
 PZ0513'19.4 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0513'CLYDE, AT THE NORTHWEST END OF A CURVE, ON A ROCKY SLOPE, 62.0 FEET
 PZ0513'NORTHEAST OF A FENCE LINE, 42.0 FEET NORTHEAST OF THE CENTER LINE OF
 PZ0513'THE ROAD, 1.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 PZ0513'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0432 ***********************************************************************
 PZ0432  DESIGNATION -  E 53
 PZ0432  PID         -  PZ0432
 PZ0432  STATE/COUNTY-  ID/BUTTE
 PZ0432  USGS QUAD   -  BADGER CREEK (1987)
 PZ0432
 PZ0432                         *CURRENT SURVEY CONTROL
 PZ0432  ___________________________________________________________________
 PZ0432* NAD 83(1986)-  44 04 15.     (N)    113 14 05.     (W)     SCALED    
 PZ0432* NAVD 88     -      1745.326  (meters)    5726.12   (feet)  ADJUSTED  
 PZ0432  ___________________________________________________________________
 PZ0432  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 PZ0432  DYNAMIC HT  -        1744.322 (meters)    5722.83  (feet)  COMP
 PZ0432  MODELED GRAV-     979,982.0   (mgal)                       NAVD 88
 PZ0432
 PZ0432  VERT ORDER  -  SECOND    CLASS 0
 PZ0432
 PZ0432.The horizontal coordinates were scaled from a topographic map and have
 PZ0432.an estimated accuracy of +/- 6 seconds.
 PZ0432
 PZ0432.The orthometric height was determined by differential leveling
 PZ0432.and adjusted by the National Geodetic Survey in June 1991..
 PZ0432
 PZ0432.The geoid height was determined by GEOID03.
 PZ0432
 PZ0432.The dynamic height is computed by dividing the NAVD 88
 PZ0432.geopotential number by the normal gravity value computed on the
 PZ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0432.degrees latitude (g = 980.6199 gals.).
 PZ0432
 PZ0432.The modeled gravity was interpolated from observed gravity values.
 PZ0432
 PZ0432;                    North         East    Units  Estimated Accuracy
 PZ0432;SPC ID C     -   267,350.      561,300.      MT  (+/- 180 meters Scaled)
 PZ0432
 PZ0432                          SUPERSEDED SURVEY CONTROL
 PZ0432
 PZ0432  NGVD 29 (??/??/92) 1744.115  (m)         5722.15   (f) ADJ UNCH    2 0
 PZ0432
 PZ0432.Superseded values are not recommended for survey control.
 PZ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0432.See file dsdata.txt to determine how the superseded data were derived.
 PZ0432
 PZ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP210821(NAD 83)
 PZ0432_MARKER: DB = BENCH MARK DISK
 PZ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0432_STAMPING: E 53 1948
 PZ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0432+STABILITY: SURFACE MOTION
 PZ0432
 PZ0432  HISTORY     - Date     Condition        Report By
 PZ0432  HISTORY     - 1948     MONUMENTED       CGS
 PZ0432
 PZ0432                          STATION DESCRIPTION
 PZ0432
 PZ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0432'5.2 MI SE FROM CLYDE.
 PZ0432'5.2 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0432'CLYDE, ABOUT 0.4 MILE SOUTHEAST OF A CATTLE GUARD, ABOUT 0.3 MILE
 PZ0432'NORTHWEST OF THE BADGER CREEK ROAD, ABOUT 0.2 MILE NORTHWEST OF A
 PZ0432'CURVE, 60.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.8 FEET
 PZ0432'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 PZ0432'0.4 FOOT ABOVE THE GROUND.  NOTE-- REPORTED BY USGS SEPT. 1957 - 18
 PZ0432'FEET WEST OF CENTERLINE OF MAIN ROAD, BETWEEN MAIN TRAVELED ROAD AND
 PZ0432'OLD ROAD, --2.8 FEET EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0753 ***********************************************************************
 OY0753  DESIGNATION -  E 54
 OY0753  PID         -  OY0753
 OY0753  STATE/COUNTY-  ID/BUTTE
 OY0753  USGS QUAD   -  HOWE NW (1969)
 OY0753
 OY0753                         *CURRENT SURVEY CONTROL
 OY0753  ___________________________________________________________________
 OY0753* NAD 83(1986)-  43 58 11.     (N)    113 09 07.     (W)     SCALED    
 OY0753* NAVD 88     -      1620.053  (meters)    5315.12   (feet)  ADJUSTED  
 OY0753  ___________________________________________________________________
 OY0753  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 OY0753  DYNAMIC HT  -        1619.127 (meters)    5312.09  (feet)  COMP
 OY0753  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 OY0753
 OY0753  VERT ORDER  -  SECOND    CLASS 0
 OY0753
 OY0753.The horizontal coordinates were scaled from a topographic map and have
 OY0753.an estimated accuracy of +/- 6 seconds.
 OY0753
 OY0753.The orthometric height was determined by differential leveling
 OY0753.and adjusted by the National Geodetic Survey in June 1991..
 OY0753
 OY0753.The geoid height was determined by GEOID03.
 OY0753
 OY0753.The dynamic height is computed by dividing the NAVD 88
 OY0753.geopotential number by the normal gravity value computed on the
 OY0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0753.degrees latitude (g = 980.6199 gals.).
 OY0753
 OY0753.The modeled gravity was interpolated from observed gravity values.
 OY0753
 OY0753;                    North         East    Units  Estimated Accuracy
 OY0753;SPC ID C     -   256,180.      568,050.      MT  (+/- 180 meters Scaled)
 OY0753
 OY0753                          SUPERSEDED SURVEY CONTROL
 OY0753
 OY0753  NGVD 29 (??/??/92) 1618.867  (m)         5311.23   (f) ADJ UNCH    2 0
 OY0753
 OY0753.Superseded values are not recommended for survey control.
 OY0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0753.See file dsdata.txt to determine how the superseded data were derived.
 OY0753
 OY0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP273707(NAD 83)
 OY0753_MARKER: DB = BENCH MARK DISK
 OY0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0753_STAMPING: E 54 1948
 OY0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0753+STABILITY: SURFACE MOTION
 OY0753
 OY0753  HISTORY     - Date     Condition        Report By
 OY0753  HISTORY     - 1948     MONUMENTED       CGS
 OY0753  HISTORY     - 1969     MARK NOT FOUND   USGS
 OY0753
 OY0753                          STATION DESCRIPTION
 OY0753
 OY0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0753'13.5 MI SE FROM CLYDE.
 OY0753'13.5 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 OY0753'CLYDE, ABOUT 14.7 MILES NORTHWEST OF HOWE, AT A POINT WHERE THE LITTLE
 OY0753'LOST RIVER PARALELLS THE ROAD, 92.0 FEET NORTHEAST OF THE CENTER LINE
 OY0753'OF THE ROAD, 4.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 OY0753'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- THE AREA
 OY0753'HAS BEEN PLOWED AND PLANTED.
 OY0753
 OY0753                          STATION RECOVERY (1969)
 OY0753
 OY0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0566 ***********************************************************************
 OY0566  DESIGNATION -  E 55
 OY0566  PID         -  OY0566
 OY0566  STATE/COUNTY-  ID/CUSTER
 OY0566  USGS QUAD   -  METHODIST CREEK (1969)
 OY0566
 OY0566                         *CURRENT SURVEY CONTROL
 OY0566  ___________________________________________________________________
 OY0566* NAD 83(1986)-  43 57 48.     (N)    113 26 47.     (W)     SCALED    
 OY0566* NAVD 88     -      1975.814  (meters)    6482.32   (feet)  ADJUSTED  
 OY0566  ___________________________________________________________________
 OY0566  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 OY0566  DYNAMIC HT  -        1974.539 (meters)    6478.13  (feet)  COMP
 OY0566  MODELED GRAV-     979,903.5   (mgal)                       NAVD 88
 OY0566
 OY0566  VERT ORDER  -  SECOND    CLASS 0
 OY0566
 OY0566.The horizontal coordinates were scaled from a topographic map and have
 OY0566.an estimated accuracy of +/- 6 seconds.
 OY0566
 OY0566.The orthometric height was determined by differential leveling
 OY0566.and adjusted by the National Geodetic Survey in June 1991..
 OY0566
 OY0566.The geoid height was determined by GEOID03.
 OY0566
 OY0566.The dynamic height is computed by dividing the NAVD 88
 OY0566.geopotential number by the normal gravity value computed on the
 OY0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0566.degrees latitude (g = 980.6199 gals.).
 OY0566
 OY0566.The modeled gravity was interpolated from observed gravity values.
 OY0566
 OY0566;                    North         East    Units  Estimated Accuracy
 OY0566;SPC ID C     -   255,270.      544,430.      MT  (+/- 180 meters Scaled)
 OY0566
 OY0566                          SUPERSEDED SURVEY CONTROL
 OY0566
 OY0566  NGVD 29 (??/??/92) 1974.499  (m)         6478.00   (f) ADJ UNCH    2 0
 OY0566
 OY0566.Superseded values are not recommended for survey control.
 OY0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0566.See file dsdata.txt to determine how the superseded data were derived.
 OY0566
 OY0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP037707(NAD 83)
 OY0566_MARKER: DB = BENCH MARK DISK
 OY0566_SETTING: 66 = SET IN ROCK OUTCROP
 OY0566_SP_SET: ROCK OUTCROP
 OY0566_STAMPING: E 55 1948
 OY0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0566+STABILITY: POSITION/ELEVATION WELL
 OY0566
 OY0566  HISTORY     - Date     Condition        Report By
 OY0566  HISTORY     - 1948     MONUMENTED       CGS
 OY0566
 OY0566                          STATION DESCRIPTION
 OY0566
 OY0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0566'8.0 MI N FROM LESLIE.
 OY0566'ABOUT 8.0 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE POST OFFICE
 OY0566'AT LESLIE, AT THE NORTH END OF THE PASS CREEK GORGE, 42.0 FEET
 OY0566'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL WOODEN BRIDGE OVER PASS
 OY0566'CREEK, 40.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 9.0 FEET EAST OF
 OY0566'THE CENTER LINE OF A DRY WASH, 9.0 FEET SOUTHEAST OF THE SOUTH ONE OF
 OY0566'A GROUP OF WILLOW TREES, SET IN THE TOP OF A HUGE ROCK OUTCROP
 OY0566'PROJECTING 2.5 FEET ABOVE THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0361 ***********************************************************************
 PZ0361  DESIGNATION -  E 56
 PZ0361  PID         -  PZ0361
 PZ0361  STATE/COUNTY-  ID/LEMHI
 PZ0361  USGS QUAD   -  GILMORE SUMMIT (1987)
 PZ0361
 PZ0361                         *CURRENT SURVEY CONTROL
 PZ0361  ___________________________________________________________________
 PZ0361* NAD 83(1986)-  44 22 56.     (N)    113 11 37.     (W)     SCALED    
 PZ0361* NAVD 88     -      2073.206  (meters)    6801.84   (feet)  ADJUSTED  
 PZ0361  ___________________________________________________________________
 PZ0361  GEOID HEIGHT-         -10.79  (meters)                     GEOID03
 PZ0361  DYNAMIC HT  -        2071.922 (meters)    6797.63  (feet)  COMP
 PZ0361  MODELED GRAV-     979,924.5   (mgal)                       NAVD 88
 PZ0361
 PZ0361  VERT ORDER  -  SECOND    CLASS 0
 PZ0361
 PZ0361.The horizontal coordinates were scaled from a topographic map and have
 PZ0361.an estimated accuracy of +/- 6 seconds.
 PZ0361
 PZ0361.The orthometric height was determined by differential leveling
 PZ0361.and adjusted by the National Geodetic Survey in June 1991..
 PZ0361
 PZ0361.The geoid height was determined by GEOID03.
 PZ0361
 PZ0361.The dynamic height is computed by dividing the NAVD 88
 PZ0361.geopotential number by the normal gravity value computed on the
 PZ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0361.degrees latitude (g = 980.6199 gals.).
 PZ0361
 PZ0361.The modeled gravity was interpolated from observed gravity values.
 PZ0361
 PZ0361;                    North         East    Units  Estimated Accuracy
 PZ0361;SPC ID C     -   301,980.      564,260.      MT  (+/- 180 meters Scaled)
 PZ0361
 PZ0361                          SUPERSEDED SURVEY CONTROL
 PZ0361
 PZ0361  NGVD 29 (??/??/92) 2071.785  (m)         6797.18   (f) ADJ UNCH    2 0
 PZ0361
 PZ0361.Superseded values are not recommended for survey control.
 PZ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0361.See file dsdata.txt to determine how the superseded data were derived.
 PZ0361
 PZ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ252166(NAD 83)
 PZ0361_MARKER: DB = BENCH MARK DISK
 PZ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0361_STAMPING: E 56 1948
 PZ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0361+STABILITY: SURFACE MOTION
 PZ0361
 PZ0361  HISTORY     - Date     Condition        Report By
 PZ0361  HISTORY     - 1948     MONUMENTED       CGS
 PZ0361  HISTORY     - 1983     GOOD             USGS
 PZ0361
 PZ0361                          STATION DESCRIPTION
 PZ0361
 PZ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0361'7.8 MI SE FROM GILMORE.
 PZ0361'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 PZ0361'GILMORE, THENCE 0.5 MILE WEST ALONG THE SPRING CANYON ROAD, ON THE
 PZ0361'EAST SLOPE OF A GRADE, 75.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 PZ0361'ROAD, 2.8 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 PZ0361'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PZ0361
 PZ0361                          STATION RECOVERY (1983)
 PZ0361
 PZ0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0361'22.9 MILES SOUTH ALONG STATE ROUTE 28 FROM THE POST OFFICE IN
 PZ0361'LEADORE, THEN 0.5 MILES SOUTHWEST ALONG THE SPINGS MNT. CANYON-HAHN
 PZ0361'TOWNSITE ROAD, AND 75 FT. NORTH OF ROAD'S CENTERLINE. A STANDARD
 PZ0361'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FT. ABOVE THE
 PZ0361'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0462 ***********************************************************************
 OY0462  DESIGNATION -  E 57
 OY0462  PID         -  OY0462
 OY0462  STATE/COUNTY-  ID/BUTTE
 OY0462  USGS QUAD   -  CIRCULAR BUTTE NW (1969)
 OY0462
 OY0462                         *CURRENT SURVEY CONTROL
 OY0462  ___________________________________________________________________
 OY0462* NAD 83(1986)-  43 58 19.     (N)    112 42 22.     (W)     SCALED    
 OY0462* NAVD 88     -      1523.318  (meters)    4997.75   (feet)  ADJUSTED  
 OY0462  ___________________________________________________________________
 OY0462  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 OY0462  DYNAMIC HT  -        1522.570 (meters)    4995.30  (feet)  COMP
 OY0462  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 OY0462
 OY0462  VERT ORDER  -  FIRST     CLASS II
 OY0462
 OY0462.The horizontal coordinates were scaled from a topographic map and have
 OY0462.an estimated accuracy of +/- 6 seconds.
 OY0462
 OY0462.The orthometric height was determined by differential leveling
 OY0462.and adjusted by the National Geodetic Survey in June 1991..
 OY0462
 OY0462.The geoid height was determined by GEOID03.
 OY0462
 OY0462.The dynamic height is computed by dividing the NAVD 88
 OY0462.geopotential number by the normal gravity value computed on the
 OY0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0462.degrees latitude (g = 980.6199 gals.).
 OY0462
 OY0462.The modeled gravity was interpolated from observed gravity values.
 OY0462
 OY0462;                    North         East    Units  Estimated Accuracy
 OY0462;SPC ID C     -   256,890.      603,820.      MT  (+/- 180 meters Scaled)
 OY0462
 OY0462                          SUPERSEDED SURVEY CONTROL
 OY0462
 OY0462  NGVD 29 (08/20/92) 1522.238  (m)         4994.21   (f) ADJUSTED    1 2
 OY0462
 OY0462.Superseded values are not recommended for survey control.
 OY0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0462.See file dsdata.txt to determine how the superseded data were derived.
 OY0462
 OY0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP631701(NAD 83)
 OY0462_MARKER: DB = BENCH MARK DISK
 OY0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0462_SP_SET: CONCRETE POST
 OY0462_STAMPING: E 57 1948
 OY0462_MARK LOGO: CGS   
 OY0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0462+STABILITY: SURFACE MOTION
 OY0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0462+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 OY0462
 OY0462  HISTORY     - Date     Condition        Report By
 OY0462  HISTORY     - 1948     MONUMENTED       CGS
 OY0462  HISTORY     - 19920324 GOOD             NGS
 OY0462  HISTORY     - 20010522 GOOD             IDTD
 OY0462
 OY0462                          STATION DESCRIPTION
 OY0462
 OY0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0462'16.5 MI NW FROM TERRETON.
 OY0462'ABOUT 16.5 MILES NORTHWEST ALONG STATE HIGHWAY NO. 28 FROM THE POST
 OY0462'OFFICE AT TERRETON, AT HIGHWAY MARKER NO. 230-A, 44.0 FEET SOUTHWEST
 OY0462'OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET NORTHWEST OF A WITNESS
 OY0462'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 OY0462'GROUND.
 OY0462
 OY0462                          STATION RECOVERY (1992)
 OY0462
 OY0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0462'4.9 KM (3.05 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 OY0462'IN TERRETON, THENCE 22.2 KM (13.80 MI) NORTHWESTERLY ALONG STATE
 OY0462'HIGHWAY 28 (SALMON HIGHWAY), AT THE BUTTE-CLARK COUNTY LINE, 15.0 M
 OY0462'(49.2 FT) SOUTHWEST OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 7.0 M
 OY0462'(23.0 FT) SOUTHWEST OF A SIGN (BUTTE COUNTY), 2.5 M (8.2 FT)
 OY0462'NORTHWEST OF A RIGHT-OF-WAY MARKER, 0.3 M (1.0 FT) NORTHEAST OF A
 OY0462'WITNESS POST, AND THE MONUMENT IS RECESSED 0.02 M (0.07 FT) BELOW THE
 OY0462'GROUND SURFACE.
 OY0462
 OY0462                          STATION RECOVERY (2001)
 OY0462
 OY0462'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JW)
 OY0462'FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 33, WEST OF MUD LAKE,
 OY0462'PROCEED NORTHWEST ON SH-28 FOR 13.781 MILES TO MILEPOST 28.931 AND THE
 OY0462'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0142 ***********************************************************************
 OY0142  DESIGNATION -  E 58
 OY0142  PID         -  OY0142
 OY0142  STATE/COUNTY-  ID/JEFFERSON
 OY0142  USGS QUAD   -  MARKET LAKE (1964)
 OY0142
 OY0142                         *CURRENT SURVEY CONTROL
 OY0142  ___________________________________________________________________
 OY0142* NAD 83(1986)-  43 45 50.     (N)    112 07 38.     (W)     SCALED    
 OY0142* NAVD 88     -      1455.141  (meters)    4774.08   (feet)  ADJUSTED  
 OY0142  ___________________________________________________________________
 OY0142  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 OY0142  DYNAMIC HT  -        1454.430 (meters)    4771.74  (feet)  COMP
 OY0142  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 OY0142
 OY0142  VERT ORDER  -  SECOND    CLASS 0
 OY0142
 OY0142.The horizontal coordinates were scaled from a topographic map and have
 OY0142.an estimated accuracy of +/- 6 seconds.
 OY0142
 OY0142.The orthometric height was determined by differential leveling
 OY0142.and adjusted by the National Geodetic Survey in June 1991..
 OY0142
 OY0142.The geoid height was determined by GEOID03.
 OY0142
 OY0142.The dynamic height is computed by dividing the NAVD 88
 OY0142.geopotential number by the normal gravity value computed on the
 OY0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0142.degrees latitude (g = 980.6199 gals.).
 OY0142
 OY0142.The modeled gravity was interpolated from observed gravity values.
 OY0142
 OY0142;                    North         East    Units  Estimated Accuracy
 OY0142;SPC ID E     -   232,960.      203,180.      MT  (+/- 180 meters Scaled)
 OY0142
 OY0142                          SUPERSEDED SURVEY CONTROL
 OY0142
 OY0142  NGVD 29 (??/??/92) 1454.075  (m)         4770.58   (f) ADJ UNCH    2 0
 OY0142
 OY0142.Superseded values are not recommended for survey control.
 OY0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0142.See file dsdata.txt to determine how the superseded data were derived.
 OY0142
 OY0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP092462(NAD 83)
 OY0142_MARKER: DB = BENCH MARK DISK
 OY0142_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0142_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0142_STAMPING: E 58 1948
 OY0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0142
 OY0142  HISTORY     - Date     Condition        Report By
 OY0142  HISTORY     - 1948     MONUMENTED       CGS
 OY0142  HISTORY     - 1963     POOR             USGS
 OY0142
 OY0142                          STATION DESCRIPTION
 OY0142
 OY0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0142'3.2 MI N FROM ROBERTS.
 OY0142'ABOUT 3.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0142'STATION AT ROBERTS, AT MILEPOST NO. 205, 68.0 FEET WEST OF THE WEST
 OY0142'RAIL, 5.5 FEET SOUTH OF A WITNESS POST, 2.8 FEET NORTH OF A LARGE
 OY0142'FENCE POST, 2.0 FEET WEST OF A NORTH-SOUTH FENCE LINE, A BRONZE DISK
 OY0142'WELDED TO THE TOP OF A 3 1/2 INCH IRON PIPE SET IN CONCRETE AND
 OY0142'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OY0142
 OY0142                          STATION RECOVERY (1963)
 OY0142
 OY0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OY0142'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0461 ***********************************************************************
 RY0461  DESIGNATION -  E 59
 RY0461  PID         -  RY0461
 RY0461  STATE/COUNTY-  ID/IDAHO
 RY0461  USGS QUAD   -  KOOSKIA (1994)
 RY0461
 RY0461                         *CURRENT SURVEY CONTROL
 RY0461  ___________________________________________________________________
 RY0461* NAD 83(1986)-  46 09 10.     (N)    115 56 03.     (W)     SCALED    
 RY0461* NAVD 88     -       396.688  (meters)    1301.47   (feet)  ADJUSTED  
 RY0461  ___________________________________________________________________
 RY0461  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 RY0461  DYNAMIC HT  -         396.651 (meters)    1301.35  (feet)  COMP
 RY0461  MODELED GRAV-     980,512.1   (mgal)                       NAVD 88
 RY0461
 RY0461  VERT ORDER  -  FIRST     CLASS II
 RY0461
 RY0461.The horizontal coordinates were scaled from a topographic map and have
 RY0461.an estimated accuracy of +/- 6 seconds.
 RY0461
 RY0461.The orthometric height was determined by differential leveling
 RY0461.and adjusted by the National Geodetic Survey in June 1991..
 RY0461
 RY0461.The geoid height was determined by GEOID03.
 RY0461
 RY0461.The dynamic height is computed by dividing the NAVD 88
 RY0461.geopotential number by the normal gravity value computed on the
 RY0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0461.degrees latitude (g = 980.6199 gals.).
 RY0461
 RY0461.The modeled gravity was interpolated from observed gravity values.
 RY0461
 RY0461;                    North         East    Units  Estimated Accuracy
 RY0461;SPC ID W     -   498,440.      785,770.      MT  (+/- 180 meters Scaled)
 RY0461
 RY0461                          SUPERSEDED SURVEY CONTROL
 RY0461
 RY0461  NGVD 29 (??/??/92)  395.628  (m)         1297.99   (f) ADJ UNCH    1 2
 RY0461
 RY0461.Superseded values are not recommended for survey control.
 RY0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0461.See file dsdata.txt to determine how the superseded data were derived.
 RY0461
 RY0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM823115(NAD 83)
 RY0461_MARKER: DB = BENCH MARK DISK
 RY0461_SETTING: 66 = SET IN ROCK OUTCROP
 RY0461_SP_SET: ROCK OUTCROP
 RY0461_STAMPING: E 59 1950
 RY0461_MARK LOGO: CGS   
 RY0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0461+STABILITY: POSITION/ELEVATION WELL
 RY0461
 RY0461  HISTORY     - Date     Condition        Report By
 RY0461  HISTORY     - 1950     MONUMENTED       CGS
 RY0461  HISTORY     - 1980     GOOD             NGS
 RY0461
 RY0461                          STATION DESCRIPTION
 RY0461
 RY0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0461'3.6 MI NE FROM KOOSKIA.
 RY0461'0.3 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT KOOSKIA,
 RY0461'THENCE 3.3 MILES EAST ALONG STATE HIGHWAY 9, 0.45 MILE NORTHWEST OF
 RY0461'THE JUNCTION OF A GRAVELED ROAD LEADING NORTHEAST UP A STEEP GRADE, ON
 RY0461'THE OUTSIDE OF A LONG CURVE, ON THE SOUTHEAST SLOPE OF A HILL, AT THE
 RY0461'WEST END OF A HILL, IN THE TOP OF A ROCK OUTCROP PROJECTING ABOUT 1
 RY0461'FOOT ABOVE THE GROUND, 116 FEET SOUTH OF AND DOWN THE SLOPE FROM A
 RY0461'36-INCH PINE TREE, 62 FEET SOUTHWEST OF A TELEPHONE POLE, 56 FEET
 RY0461'NORTH OF ANOTHER TELEPHONE POLE ON THE SOUTH EDGE OF THE HIGHWAY, 39
 RY0461'1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 7 FEET HIGHER
 RY0461'THAN THE HIGHWAY, AND 5.4 FEET WEST OF A WITNESS POST.
 RY0461
 RY0461                          STATION RECOVERY (1980)
 RY0461
 RY0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0461'6.2 KILOMETERS (3.85 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0461'JUNCTION OF STATE HIGHWAY 13 IN KOOSKIA, 0.5 KILOMETER (0.3 MILE)
 RY0461'NORTHWEST OF HIGHWAY MILEPOST 78, AT THE EAST END OF A LOW DIRT
 RY0461'CUT AND THE WEST END OF A SHORT HIGHWAY FILL, SET IN TOP OF A
 RY0461'1.8 X 3 METER (6 X 10 FOOT) EXPOSED OUTCROP PROJECTING 30
 RY0461'CENTIMETERS (12 INCHES), 11.1 METERS (36.5 FEET) NORTH OF THE
 RY0461'CENTERLINE OF THE HIGHWAY, 5.2 METERS (17.0 FEET) SOUTHWEST OF THE
 RY0461'APPROXIMATE CENTER OF A SERVICE BERRY BUSH.
 RY0461'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0322 ***********************************************************************
 RY0322  DESIGNATION -  E 60
 RY0322  PID         -  RY0322
 RY0322  STATE/COUNTY-  ID/IDAHO
 RY0322  USGS QUAD   -  COOLWATER MOUNTAIN (1994)
 RY0322
 RY0322                         *CURRENT SURVEY CONTROL
 RY0322  ___________________________________________________________________
 RY0322* NAD 83(1986)-  46 13 40.     (N)    115 28 26.     (W)     SCALED    
 RY0322* NAVD 88     -       511.234  (meters)    1677.27   (feet)  ADJUSTED  
 RY0322  ___________________________________________________________________
 RY0322  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 RY0322  DYNAMIC HT  -         511.163 (meters)    1677.04  (feet)  COMP
 RY0322  MODELED GRAV-     980,460.9   (mgal)                       NAVD 88
 RY0322
 RY0322  VERT ORDER  -  FIRST     CLASS II
 RY0322
 RY0322.The horizontal coordinates were scaled from a topographic map and have
 RY0322.an estimated accuracy of +/- 6 seconds.
 RY0322
 RY0322.The orthometric height was determined by differential leveling
 RY0322.and adjusted by the National Geodetic Survey in June 1991..
 RY0322
 RY0322.The geoid height was determined by GEOID03.
 RY0322
 RY0322.The dynamic height is computed by dividing the NAVD 88
 RY0322.geopotential number by the normal gravity value computed on the
 RY0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0322.degrees latitude (g = 980.6199 gals.).
 RY0322
 RY0322.The modeled gravity was interpolated from observed gravity values.
 RY0322
 RY0322;                    North         East    Units  Estimated Accuracy
 RY0322;SPC ID W     -   506,790.      821,300.      MT  (+/- 180 meters Scaled)
 RY0322
 RY0322                          SUPERSEDED SURVEY CONTROL
 RY0322
 RY0322  NGVD 29 (??/??/92)  510.117  (m)         1673.61   (f) ADJ UNCH    1 2
 RY0322
 RY0322.Superseded values are not recommended for survey control.
 RY0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0322.See file dsdata.txt to determine how the superseded data were derived.
 RY0322
 RY0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM176204(NAD 83)
 RY0322_MARKER: DB = BENCH MARK DISK
 RY0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0322_STAMPING: E 60 1950
 RY0322_MARK LOGO: CGS   
 RY0322_PROJECTION: PROJECTING 10 CENTIMETERS
 RY0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0322+STABILITY: SURFACE MOTION
 RY0322
 RY0322  HISTORY     - Date     Condition        Report By
 RY0322  HISTORY     - 1950     MONUMENTED       CGS
 RY0322  HISTORY     - 1980     GOOD             NGS
 RY0322
 RY0322                          STATION DESCRIPTION
 RY0322
 RY0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0322'11.2 MI NE FROM LOWELL.
 RY0322'11.2 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF
 RY0322'THE STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, AT THE WEST END OF A
 RY0322'CUT, ABOUT 97 YARDS WEST OF A SMALL CREEK, AT THE JUNCTION OF A DIRT
 RY0322'ROAD LEADING SOUTH, 32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RY0322'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, 2 FEET WEST OF A WITNESS POST,
 RY0322'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 RY0322'GROUND.
 RY0322
 RY0322                          STATION RECOVERY (1980)
 RY0322
 RY0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0322'19.2 KILOMETERS (11.9 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0322'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.55
 RY0322'KILOMETER (0.35 MILE) EAST OF HIGHWAY MILEPOST 108, ACROSS THE HIGHWAY
 RY0322'FROM THE ENTRANCE TO THE KNIFE EDGE CAMPGROUND, SET AT THE WEST END OF
 RY0322'A HIGHWAY CUT, 9.3 METERS (30.4 FEET) NORTH OF THE CENTERLINE OF THE
 RY0322'HIGHWAY, 2.8 METERS (9.0 FEET) WEST OF THE EXTENDED CENTERLINE OF
 RY0322'THE CAMPGROUND ENTRANCE ROAD.
 RY0322'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 RY0322'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0383 ***********************************************************************
 RY0383  DESIGNATION -  E 61
 RY0383  PID         -  RY0383
 RY0383  STATE/COUNTY-  ID/CLEARWATER
 RY0383  USGS QUAD   -  PIERCE (1994)
 RY0383
 RY0383                         *CURRENT SURVEY CONTROL
 RY0383  ___________________________________________________________________
 RY0383* NAD 83(1986)-  46 29 34.     (N)    115 48 26.     (W)     SCALED    
 RY0383* NAVD 88     -       929.374  (meters)    3049.12   (feet)  ADJUSTED  
 RY0383  ___________________________________________________________________
 RY0383  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 RY0383  DYNAMIC HT  -         929.254 (meters)    3048.73  (feet)  COMP
 RY0383  MODELED GRAV-     980,453.8   (mgal)                       NAVD 88
 RY0383
 RY0383  VERT ORDER  -  FIRST     CLASS II
 RY0383
 RY0383.The horizontal coordinates were scaled from a topographic map and have
 RY0383.an estimated accuracy of +/- 6 seconds.
 RY0383
 RY0383.The orthometric height was determined by differential leveling
 RY0383.and adjusted by the National Geodetic Survey in June 1991..
 RY0383
 RY0383.The geoid height was determined by GEOID03.
 RY0383
 RY0383.The dynamic height is computed by dividing the NAVD 88
 RY0383.geopotential number by the normal gravity value computed on the
 RY0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0383.degrees latitude (g = 980.6199 gals.).
 RY0383
 RY0383.The modeled gravity was interpolated from observed gravity values.
 RY0383
 RY0383;                    North         East    Units  Estimated Accuracy
 RY0383;SPC ID W     -   536,210.      795,610.      MT  (+/- 180 meters Scaled)
 RY0383
 RY0383                          SUPERSEDED SURVEY CONTROL
 RY0383
 RY0383  NGVD 29 (??/??/92)  928.27   (m)         3045.5    (f) COMPUTED    1 2
 RY0383
 RY0383.Superseded values are not recommended for survey control.
 RY0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0383.See file dsdata.txt to determine how the superseded data were derived.
 RY0383
 RY0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM915494(NAD 83)
 RY0383_MARKER: DB = BENCH MARK DISK
 RY0383_SETTING: 66 = SET IN ROCK OUTCROP
 RY0383_SP_SET: OUTCROP
 RY0383_STAMPING: E 61 1950
 RY0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0383+STABILITY: POSITION/ELEVATION WELL
 RY0383
 RY0383  HISTORY     - Date     Condition        Report By
 RY0383  HISTORY     - 1950     MONUMENTED       CGS
 RY0383  HISTORY     - 1962     MARK NOT FOUND   NGS
 RY0383
 RY0383                          STATION DESCRIPTION
 RY0383
 RY0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0383'0.6 MI NW FROM PIERCE.
 RY0383'0.2 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0383'PIERCE, THENCE 0.4 MILE WEST ALONG THE JAYPE ROAD, 0.35 MILE WEST OF A
 RY0383'SMALL WOODEN BRIDGE OVER A CREEK, AT THE SOUTH BASE OF A PROMINENT
 RY0383'ROCK CLIFF, ON THE INSIDE OF A U CURVE, IN THE TOP OF AN OUTCROP, 23
 RY0383'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 13 1/2 FEET WEST OF THE
 RY0383'APPROXIMATE CENTER OF THE ROCK CLIFF, 17 FEET SOUTH OF A 13-INCH WHITE
 RY0383'FIR TREE GROWING ON THE TOP OF THE CLIFF, AND ABOUT 3 FEET HIGHER THAN
 RY0383'THE ROAD.
 RY0383
 RY0383                          STATION RECOVERY (1962)
 RY0383
 RY0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RY0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0247 ***********************************************************************
 RY0247  DESIGNATION -  E 62
 RY0247  PID         -  RY0247
 RY0247  STATE/COUNTY-  ID/IDAHO
 RY0247  USGS QUAD   -  ROUNDTOP (1994)
 RY0247
 RY0247                         *CURRENT SURVEY CONTROL
 RY0247  ___________________________________________________________________
 RY0247* NAD 83(1986)-  46 35 35.     (N)    114 36 08.     (W)     SCALED    
 RY0247* NAVD 88     -      1316.918  (meters)    4320.59   (feet)  POSTED    
 RY0247  ___________________________________________________________________
 RY0247  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 RY0247  DYNAMIC HT  -        1316.610 (meters)    4319.58  (feet)  COMP
 RY0247  MODELED GRAV-     980,337.6   (mgal)                       NAVD 88
 RY0247
 RY0247  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0247
 RY0247.The horizontal coordinates were scaled from a topographic map and have
 RY0247.an estimated accuracy of +/- 6 seconds.
 RY0247
 RY0247.The orthometric height was determined by differential leveling
 RY0247.and adjusted by the National Geodetic Survey in 1992..
 RY0247.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0247.rate of 1.1 thru 2.0 mm/km.
 RY0247
 RY0247.The geoid height was determined by GEOID03.
 RY0247
 RY0247.The dynamic height is computed by dividing the NAVD 88
 RY0247.geopotential number by the normal gravity value computed on the
 RY0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0247.degrees latitude (g = 980.6199 gals.).
 RY0247
 RY0247.The modeled gravity was interpolated from observed gravity values.
 RY0247
 RY0247;                    North         East    Units  Estimated Accuracy
 RY0247;SPC ID W     -   548,000.      887,950.      MT  (+/- 180 meters Scaled)
 RY0247
 RY0247                          SUPERSEDED SURVEY CONTROL
 RY0247
 RY0247  NGVD 29 (??/??/92) 1315.748  (m)         4316.75   (f) ADJ UNCH    1 2
 RY0247
 RY0247.Superseded values are not recommended for survey control.
 RY0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0247.See file dsdata.txt to determine how the superseded data were derived.
 RY0247
 RY0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM836627(NAD 83)
 RY0247_MARKER: DB = BENCH MARK DISK
 RY0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0247_STAMPING: E 62 1950
 RY0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0247+STABILITY: SURFACE MOTION
 RY0247
 RY0247  HISTORY     - Date     Condition        Report By
 RY0247  HISTORY     - 1950     MONUMENTED       CGS
 RY0247  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0247  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0247
 RY0247                          STATION DESCRIPTION
 RY0247
 RY0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0247'10.5 MI NE FROM POWELL RANGER STATION.
 RY0247'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0247'STATION, THENCE 9.6 MILES NORTHEAST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0247'176 FEET WEST OF AND ACROSS THE HIGHWAY FROM THE CENTER OF THE NORTH
 RY0247'END OF A 12-INCH CORRUGATED METAL PIPE CULVERT, 26 FEET SOUTHWEST OF
 RY0247'THE CENTER LINE OF THE HIGHWAY, 3.2 FEET SOUTHWEST OF A POINT DIRECTLY
 RY0247'UNDER A TELEPHONE LINE, 2 FEET WEST OF A WITNESS POST, 3 FEET LOWER
 RY0247'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 RY0247'FOOT ABOVE THE GROUND.
 RY0247
 RY0247                          STATION RECOVERY (1964)
 RY0247
 RY0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0247'MARK NOT FOUND.
 RY0247
 RY0247                          STATION RECOVERY (1980)
 RY0247
 RY0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0247'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0308 ***********************************************************************
 RY0308  DESIGNATION -  E 63
 RY0308  PID         -  RY0308
 RY0308  STATE/COUNTY-  ID/IDAHO
 RY0308  USGS QUAD   -  HOLLY CREEK (1994)
 RY0308
 RY0308                         *CURRENT SURVEY CONTROL
 RY0308  ___________________________________________________________________
 RY0308* NAD 83(1986)-  46 25 47.     (N)    115 08 04.     (W)     SCALED    
 RY0308* NAVD 88     -       793.846  (meters)    2604.48   (feet)  POSTED    
 RY0308  ___________________________________________________________________
 RY0308  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 RY0308  DYNAMIC HT  -         793.700 (meters)    2604.00  (feet)  COMP
 RY0308  MODELED GRAV-     980,410.0   (mgal)                       NAVD 88
 RY0308
 RY0308  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0308
 RY0308.The horizontal coordinates were scaled from a topographic map and have
 RY0308.an estimated accuracy of +/- 6 seconds.
 RY0308
 RY0308.The orthometric height was determined by differential leveling
 RY0308.and adjusted by the National Geodetic Survey in 1992..
 RY0308.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0308.rate of 1.1 thru 2.0 mm/km.
 RY0308
 RY0308.The geoid height was determined by GEOID03.
 RY0308
 RY0308.The dynamic height is computed by dividing the NAVD 88
 RY0308.geopotential number by the normal gravity value computed on the
 RY0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0308.degrees latitude (g = 980.6199 gals.).
 RY0308
 RY0308.The modeled gravity was interpolated from observed gravity values.
 RY0308
 RY0308;                    North         East    Units  Estimated Accuracy
 RY0308;SPC ID W     -   529,390.      847,310.      MT  (+/- 180 meters Scaled)
 RY0308
 RY0308                          SUPERSEDED SURVEY CONTROL
 RY0308
 RY0308  NGVD 29 (??/??/92)  792.714  (m)         2600.76   (f) ADJ UNCH    1 2
 RY0308
 RY0308.Superseded values are not recommended for survey control.
 RY0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0308.See file dsdata.txt to determine how the superseded data were derived.
 RY0308
 RY0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM433434(NAD 83)
 RY0308_MARKER: DB = BENCH MARK DISK
 RY0308_SETTING: 80 = SET IN A BOULDER
 RY0308_STAMPING: E 63 1950
 RY0308_MARK LOGO: CGS   
 RY0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0308+STABILITY: SURFACE MOTION
 RY0308
 RY0308  HISTORY     - Date     Condition        Report By
 RY0308  HISTORY     - 1950     MONUMENTED       CGS
 RY0308  HISTORY     - 1980     GOOD             NGS
 RY0308
 RY0308                          STATION DESCRIPTION
 RY0308
 RY0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0308'14.5 MI NE FROM LOCHSA RANGER STATION.
 RY0308'14.5 MILES NORTHEAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER
 RY0308'STATION, 0.9 MILE NORTHEAST OF SKOOKUM CREEK, 79 FEET SOUTHWEST OF AN
 RY0308'18-INCH WHITE PINE TREE MARKED WITH A TRIANGULAR BLAZE, 46 FEET
 RY0308'NORTHWEST OF THE NORTHWEST BANK AND ABOUT 6 FEET HIGHER THAN THE RIVER
 RY0308'AT LOW WATER, 36 FEET NORTHEAST OF A HUGE BOULDER, 15 FEET NORTH OF A
 RY0308'24-INCH DEAD CEDAR TREE, AND IN THE TOP OF A LARGE SQUARE FLAT-TOPPED
 RY0308'GRANITE BOULDER MARKED WITH A PAINTED B M.
 RY0308
 RY0308                          STATION RECOVERY (1980)
 RY0308
 RY0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0308'22.8 KILOMETERS (14.2 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0308'THE LOCHSA RANGER STATION, 0.6 KILOMETER (0.4 MILE) NORTHEAST OF
 RY0308'HIGHWAY MILEPOST 135, SET IN TOP OF A 2.4 X 3 METER (8 X 10 FOOT)
 RY0308'FLAT-TOPPED BOULDER, 107 METERS (351 FEET) SOUTHWEST OF THE SOUTHWEST
 RY0308'PIER FOR THE NORTHWEST CONCRETE ABUTMENT FOR A PACK-TRAIL SUSPENSION
 RY0308'BRIDGE OVER THE LOCHSA RIVER, 35.5 METERS (117 FEET) SOUTHEAST OF
 RY0308'THE CENTERLINE OF THE HIGHWAY, 24.0 METERS (79.0 FEET) SOUTHWEST OF
 RY0308'A 90-CENTIMETER (36-INCH) DIAMETER WHITE PINE, 14.0 METERS (46.0
 RY0308'FEET) NORTHWEST OF THE NORTHWEST EDGE OF THE RIVER, 10.2 METERS
 RY0308'(33.5 FEET) EAST OF THE NORTHEAST CORNER OF A LARGER BOULDER.
 RY0308'NOTE--NOT LEVELED THIS SURVEY, UNDER WATER.
 RY0308'THE MARK IS 4.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0606 ***********************************************************************
 NV0606  DESIGNATION -  E 66
 NV0606  PID         -  NV0606
 NV0606  STATE/COUNTY-  ID/OWYHEE
 NV0606  USGS QUAD   -  MURPHY HOT SPRINGS (1979)
 NV0606
 NV0606                         *CURRENT SURVEY CONTROL
 NV0606  ___________________________________________________________________
 NV0606* NAD 83(1986)-  42 01 20.     (N)    115 21 17.     (W)     SCALED    
 NV0606* NAVD 88     -      1630.172  (meters)    5348.32   (feet)  ADJUSTED  
 NV0606  ___________________________________________________________________
 NV0606  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 NV0606  DYNAMIC HT  -        1628.962 (meters)    5344.35  (feet)  COMP
 NV0606  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 NV0606
 NV0606  VERT ORDER  -  SECOND    CLASS 0
 NV0606
 NV0606.The horizontal coordinates were scaled from a topographic map and have
 NV0606.an estimated accuracy of +/- 6 seconds.
 NV0606
 NV0606.The orthometric height was determined by differential leveling
 NV0606.and adjusted by the National Geodetic Survey in June 1991..
 NV0606
 NV0606.The geoid height was determined by GEOID03.
 NV0606
 NV0606.The dynamic height is computed by dividing the NAVD 88
 NV0606.geopotential number by the normal gravity value computed on the
 NV0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0606.degrees latitude (g = 980.6199 gals.).
 NV0606
 NV0606.The modeled gravity was interpolated from observed gravity values.
 NV0606
 NV0606;                    North         East    Units  Estimated Accuracy
 NV0606;SPC ID W     -    39,570.      832,740.      MT  (+/- 180 meters Scaled)
 NV0606
 NV0606                          SUPERSEDED SURVEY CONTROL
 NV0606
 NV0606  NGVD 29 (??/??/92) 1628.996  (m)         5344.46   (f) ADJ UNCH    2 0
 NV0606
 NV0606.Superseded values are not recommended for survey control.
 NV0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0606.See file dsdata.txt to determine how the superseded data were derived.
 NV0606
 NV0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG362535(NAD 83)
 NV0606_MARKER: DB = BENCH MARK DISK
 NV0606_SETTING: 66 = SET IN ROCK OUTCROP
 NV0606_SP_SET: SANDSTONE OUTCROP
 NV0606_STAMPING: E 66 1934
 NV0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0606+STABILITY: POSITION/ELEVATION WELL
 NV0606
 NV0606  HISTORY     - Date     Condition        Report By
 NV0606  HISTORY     - 1934     MONUMENTED       CGS
 NV0606  HISTORY     - 1974     MARK NOT FOUND   USGS
 NV0606
 NV0606                          STATION DESCRIPTION
 NV0606
 NV0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0606'14.1 MI S FROM THREE CREEK.
 NV0606'14.1 MILES SOUTH ALONG THE ROAD LEADING TO JARBIDGE, NEVADA, FROM THE
 NV0606'POST OFFICE AT THREE CREEK, OWYHEE COUNTY, 420 FEET NORTH OF A SMALL
 NV0606'WOODEN BRIDGE, 68 FEET SOUTHWEST OF TWO LARGE SANDSTONE BOULDERS, 21
 NV0606'FEET WEST OF THE ROAD, AND IN THE TOP OF A SANDSTONE OUTCROP FLUSH
 NV0606'WITH THE GROUND.  A STANDARD DISK, STAMPED E 66 1934.
 NV0606
 NV0606                          STATION RECOVERY (1974)
 NV0606
 NV0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0204 ***********************************************************************
 NV0204  DESIGNATION -  E 67
 NV0204  PID         -  NV0204
 NV0204  STATE/COUNTY-  ID/TWIN FALLS
 NV0204  USGS QUAD   -  SALMON BUTTE (1977)
 NV0204
 NV0204                         *CURRENT SURVEY CONTROL
 NV0204  ___________________________________________________________________
 NV0204* NAD 83(1986)-  42 12 57.     (N)    114 39 51.     (W)     SCALED    
 NV0204* NAVD 88     -      1495.488  (meters)    4906.45   (feet)  ADJUSTED  
 NV0204  ___________________________________________________________________
 NV0204  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 NV0204  DYNAMIC HT  -        1494.476 (meters)    4903.13  (feet)  COMP
 NV0204  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 NV0204
 NV0204  VERT ORDER  -  SECOND    CLASS 0
 NV0204
 NV0204.The horizontal coordinates were scaled from a topographic map and have
 NV0204.an estimated accuracy of +/- 6 seconds.
 NV0204
 NV0204.The orthometric height was determined by differential leveling
 NV0204.and adjusted by the National Geodetic Survey in June 1991..
 NV0204
 NV0204.The geoid height was determined by GEOID03.
 NV0204
 NV0204.The dynamic height is computed by dividing the NAVD 88
 NV0204.geopotential number by the normal gravity value computed on the
 NV0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0204.degrees latitude (g = 980.6199 gals.).
 NV0204
 NV0204.The modeled gravity was interpolated from observed gravity values.
 NV0204
 NV0204;                    North         East    Units  Estimated Accuracy
 NV0204;SPC ID C     -    61,210.      445,160.      MT  (+/- 180 meters Scaled)
 NV0204
 NV0204                          SUPERSEDED SURVEY CONTROL
 NV0204
 NV0204  NGVD 29 (??/??/92) 1494.387  (m)         4902.83   (f) ADJ UNCH    2 0
 NV0204
 NV0204.Superseded values are not recommended for survey control.
 NV0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0204.See file dsdata.txt to determine how the superseded data were derived.
 NV0204
 NV0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG927763(NAD 83)
 NV0204_MARKER: DB = BENCH MARK DISK
 NV0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0204_STAMPING: E 67 1934
 NV0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0204+STABILITY: SURFACE MOTION
 NV0204
 NV0204  HISTORY     - Date     Condition        Report By
 NV0204  HISTORY     - 1934     MONUMENTED       CGS
 NV0204  HISTORY     - 1974     MARK NOT FOUND   USGS
 NV0204
 NV0204                          STATION DESCRIPTION
 NV0204
 NV0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0204'3.3 MI W FROM ROGERSON.
 NV0204'3.3 MILES WEST ALONG THE ROAD LEADING TO THREE CREEK FROM THE UNION
 NV0204'PACIFIC RAILWAY STATION AT ROGERSON, TWIN FALLS COUNTY, 890 FEET
 NV0204'SOUTHEAST OF A SMALL FRAME FARMHOUSE NORTH OF THE ROAD, 32 FEET SOUTH
 NV0204'OF THE CENTERLINE OF THE ROAD, AND 21 FEET WEST OF A FENCE CORNER.  A
 NV0204'STANDARD DISK, STAMPED E 67 1934 AND SET IN THE TOP OF A CONCRETE
 NV0204'POST.
 NV0204
 NV0204                          STATION RECOVERY (1974)
 NV0204
 NV0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0429 ***********************************************************************
 NV0429  DESIGNATION -  E 68
 NV0429  PID         -  NV0429
 NV0429  STATE/COUNTY-  ID/TWIN FALLS
 NV0429  USGS QUAD   -  FILER (1992)
 NV0429
 NV0429                         *CURRENT SURVEY CONTROL
 NV0429  ___________________________________________________________________
 NV0429* NAD 83(1986)-  42 31 37.     (N)    114 33 19.     (W)     SCALED    
 NV0429* NAVD 88     -      1212.291  (meters)    3977.32   (feet)  ADJUSTED  
 NV0429  ___________________________________________________________________
 NV0429  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 NV0429  DYNAMIC HT  -        1211.629 (meters)    3975.15  (feet)  COMP
 NV0429  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 NV0429
 NV0429  VERT ORDER  -  SECOND    CLASS 0
 NV0429
 NV0429.The horizontal coordinates were scaled from a topographic map and have
 NV0429.an estimated accuracy of +/- 6 seconds.
 NV0429
 NV0429.The orthometric height was determined by differential leveling
 NV0429.and adjusted by the National Geodetic Survey in June 1991..
 NV0429
 NV0429.The geoid height was determined by GEOID03.
 NV0429
 NV0429.The dynamic height is computed by dividing the NAVD 88
 NV0429.geopotential number by the normal gravity value computed on the
 NV0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0429.degrees latitude (g = 980.6199 gals.).
 NV0429
 NV0429.The modeled gravity was interpolated from observed gravity values.
 NV0429
 NV0429;                    North         East    Units  Estimated Accuracy
 NV0429;SPC ID C     -    95,700.      454,380.      MT  (+/- 180 meters Scaled)
 NV0429
 NV0429                          SUPERSEDED SURVEY CONTROL
 NV0429
 NV0429  NGVD 29 (??/??/92) 1211.378  (m)         3974.33   (f) ADJ UNCH    2 0
 NV0429
 NV0429.Superseded values are not recommended for survey control.
 NV0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0429.See file dsdata.txt to determine how the superseded data were derived.
 NV0429
 NV0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH007111(NAD 83)
 NV0429_MARKER: DB = BENCH MARK DISK
 NV0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0429_STAMPING: E 68 1934
 NV0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0429+STABILITY: SURFACE MOTION
 NV0429
 NV0429  HISTORY     - Date     Condition        Report By
 NV0429  HISTORY     - 1934     MONUMENTED       CGS
 NV0429  HISTORY     - 1958     GOOD             NGS
 NV0429  HISTORY     - 1963     GOOD             NGS
 NV0429  HISTORY     - 19900316 MARK NOT FOUND   USPSQD
 NV0429
 NV0429                          STATION DESCRIPTION
 NV0429
 NV0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NV0429'5.5 MI SW FROM TWIN FALLS.
 NV0429'5.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0429'AT TWIN FALLS, 76 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF A
 NV0429'NORTH-SOUTH ASPHALT ROAD WHICH IS AT RAILROAD MILEAGE 5.48, 45 FEET
 NV0429'SOUTHEAST OF THE SOUTHEAST RAIL, 24 FEET WEST OF THE CENTER LINE OF
 NV0429'THE ROAD, 88 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED
 NV0429'SCALES PIT, 76 FEET WEST-SOUTHWEST AND ACROSS THE ROAD FROM THE
 NV0429'NORTHWEST CORNER OF A SMALL FRAME HOUSE, 5 FEET NORTHWEST OF TELEPHONE
 NV0429'POLE N 36H6/8, 2 FEET ABOVE THE TRACK, ABOUT LEVEL WITH THE ROAD, AND
 NV0429'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NV0429
 NV0429                          STATION RECOVERY (1963)
 NV0429
 NV0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NV0429'RECOVERED IN GOOD CONDITION.
 NV0429
 NV0429                          STATION RECOVERY (1990)
 NV0429
 NV0429'RECOVERY NOTE BY US POWER SQUADRON 1990 (LTJ)
 NV0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0274 ***********************************************************************
 NV0274  DESIGNATION -  E 69
 NV0274  PID         -  NV0274
 NV0274  STATE/COUNTY-  ID/GOODING
 NV0274  USGS QUAD   -  JEROME (1982)
 NV0274
 NV0274                         *CURRENT SURVEY CONTROL
 NV0274  ___________________________________________________________________
 NV0274* NAD 83(1986)-  42 44 34.     (N)    114 37 04.     (W)     SCALED    
 NV0274* NAVD 88     -      1069.772  (meters)    3509.74   (feet)  ADJUSTED  
 NV0274  ___________________________________________________________________
 NV0274  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 NV0274  DYNAMIC HT  -        1069.234 (meters)    3507.98  (feet)  COMP
 NV0274  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 NV0274
 NV0274  VERT ORDER  -  SECOND    CLASS 0
 NV0274
 NV0274.The horizontal coordinates were scaled from a topographic map and have
 NV0274.an estimated accuracy of +/- 6 seconds.
 NV0274
 NV0274.The orthometric height was determined by differential leveling
 NV0274.and adjusted by the National Geodetic Survey in June 1991..
 NV0274
 NV0274.The geoid height was determined by GEOID03.
 NV0274
 NV0274.The dynamic height is computed by dividing the NAVD 88
 NV0274.geopotential number by the normal gravity value computed on the
 NV0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0274.degrees latitude (g = 980.6199 gals.).
 NV0274
 NV0274.The modeled gravity was interpolated from observed gravity values.
 NV0274
 NV0274;                    North         East    Units  Estimated Accuracy
 NV0274;SPC ID C     -   119,710.      449,420.      MT  (+/- 180 meters Scaled)
 NV0274
 NV0274                          SUPERSEDED SURVEY CONTROL
 NV0274
 NV0274  NGVD 29 (??/??/92) 1068.911  (m)         3506.92   (f) ADJ UNCH    2 0
 NV0274
 NV0274.Superseded values are not recommended for survey control.
 NV0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0274.See file dsdata.txt to determine how the superseded data were derived.
 NV0274
 NV0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH949350(NAD 83)
 NV0274_MARKER: DB = BENCH MARK DISK
 NV0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0274_STAMPING: E 69 1934
 NV0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0274+STABILITY: SURFACE MOTION
 NV0274
 NV0274  HISTORY     - Date     Condition        Report By
 NV0274  HISTORY     - 1934     MONUMENTED       CGS
 NV0274  HISTORY     - 1959     GOOD             NGS
 NV0274  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0274
 NV0274                          STATION DESCRIPTION
 NV0274
 NV0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NV0274'4.0 MI NW FROM JEROME.
 NV0274'IN GOODING COUNTY, 4.0 MILES NORTHWEST ALONG THE OREGON SHORT LINE
 NV0274'RAILROAD FROM THE STATION AT JEROME, JEROME COUNTY, 705 FEET EAST OF
 NV0274'MILEPOST 52, 75 FEET SOUTHWEST OF THE GOODING-JEROME COUNTY-LINE SIGN,
 NV0274'51 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTHWEST OF A
 NV0274'FENCE CORNER, AND SET IN THE TOP OF A CONCRETE POST.
 NV0274
 NV0274                          STATION RECOVERY (1978)
 NV0274
 NV0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0195 ***********************************************************************
 OY0195  DESIGNATION -  E 7 RESET
 OY0195  PID         -  OY0195
 OY0195  STATE/COUNTY-  ID/BONNEVILLE
 OY0195  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0195
 OY0195                         *CURRENT SURVEY CONTROL
 OY0195  ___________________________________________________________________
 OY0195* NAD 83(1986)-  43 26 20.     (N)    112 04 42.     (W)     SCALED    
 OY0195* NAVD 88     -      1422.716  (meters)    4667.69   (feet)  ADJUSTED  
 OY0195  ___________________________________________________________________
 OY0195  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 OY0195  DYNAMIC HT  -        1421.967 (meters)    4665.24  (feet)  COMP
 OY0195  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 OY0195
 OY0195  VERT ORDER  -  FIRST     CLASS I
 OY0195
 OY0195.The horizontal coordinates were scaled from a topographic map and have
 OY0195.an estimated accuracy of +/- 6 seconds.
 OY0195
 OY0195.The orthometric height was determined by differential leveling
 OY0195.and adjusted by the National Geodetic Survey in June 1991..
 OY0195
 OY0195.The geoid height was determined by GEOID03.
 OY0195
 OY0195.The dynamic height is computed by dividing the NAVD 88
 OY0195.geopotential number by the normal gravity value computed on the
 OY0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0195.degrees latitude (g = 980.6199 gals.).
 OY0195
 OY0195.The modeled gravity was interpolated from observed gravity values.
 OY0195
 OY0195;                    North         East    Units  Estimated Accuracy
 OY0195;SPC ID E     -   196,860.      207,150.      MT  (+/- 180 meters Scaled)
 OY0195
 OY0195                          SUPERSEDED SURVEY CONTROL
 OY0195
 OY0195  NGVD 29 (08/20/92) 1421.650  (m)         4664.20   (f) ADJUSTED    1 1
 OY0195
 OY0195.Superseded values are not recommended for survey control.
 OY0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0195.See file dsdata.txt to determine how the superseded data were derived.
 OY0195
 OY0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP127101(NAD 83)
 OY0195_MARKER: DD = SURVEY DISK
 OY0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0195_STAMPING: E 7 RESET 1963 CGS
 OY0195_MARK LOGO: USGS  
 OY0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0195+STABILITY: SURFACE MOTION
 OY0195
 OY0195  HISTORY     - Date     Condition        Report By
 OY0195  HISTORY     - 1963     MONUMENTED       USGS
 OY0195  HISTORY     - 1967     GOOD             NGS
 OY0195  HISTORY     - 1978     GOOD             LOCSUR
 OY0195  HISTORY     - 1983     GOOD             NGS
 OY0195  HISTORY     - 19980601 GOOD             IDTD
 OY0195
 OY0195                          STATION DESCRIPTION
 OY0195
 OY0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0195'2.8 MI SW FROM IDAHO FALLS.
 OY0195'2.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0195'AT IDAHO FALLS, 4.7 MILES NORTH OF SHELLEY, 5 RAILS SOUTH OF THE
 OY0195'CROSSING OF YORK ROAD, 5 1/2 POLES NORTH OF MILEPOLE 180, 40.6 FEET
 OY0195'EAST OF THE EAST RAIL, 41 FEET NORTHEAST OF THE CENTER OF THE EAST END
 OY0195'OF 36-INCH PIPE CULVERT 180.20, 13 FEET EAST OF A TELEPHONE POLE WITH
 OY0195'A GUY WIRE, 2.5 FEET WEST OF A FENCE, 3.0 FEET NORTH OF A WITNESS
 OY0195'POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 OY0195'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OY0195
 OY0195                          STATION RECOVERY (1978)
 OY0195
 OY0195'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0195'IN DESCRIPTION CHANGE 5 1/2 POLES TO 7 POLES AND CHANGE A TELEPHONE
 OY0195'POLE WITH A GUY WIRE TO THE 7TH POLE NORTH OF MILEPOST 180.
 OY0195
 OY0195                          STATION RECOVERY (1983)
 OY0195
 OY0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0195'RECOVERED IN GOOD CONDITION.  THE 1963 DESCRIPTION IS ADEQUATE WITH
 OY0195'THE FOLLOWING EXCEPTIONS, DELETE 5 RAILS SOUTH OF THE CROSSING OF YORK
 OY0195'ROAD.  ADD 52.7 METERS (172.9 FT) SOUTH OF THE CENTERLINE OF YORK ROAD
 OY0195'6500 SOUTH.
 OY0195
 OY0195                          STATION RECOVERY (1998)
 OY0195
 OY0195'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (GDJ)
 OY0195'MARK IS RIGHT (SOUTHEAST) OF US-91 AT MILEPOST 121.846.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0588 ***********************************************************************
 NV0588  DESIGNATION -  E 70
 NV0588  PID         -  NV0588
 NV0588  STATE/COUNTY-  ID/OWYHEE
 NV0588  USGS QUAD   -  MOSQUITO LAKE BUTTE (1979)
 NV0588
 NV0588                         *CURRENT SURVEY CONTROL
 NV0588  ___________________________________________________________________
 NV0588* NAD 83(1986)-  42 09 18.     (N)    115 15 17.     (W)     SCALED    
 NV0588* NAVD 88     -      1654.532  (meters)    5428.24   (feet)  ADJUSTED  
 NV0588  ___________________________________________________________________
 NV0588  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 NV0588  DYNAMIC HT  -        1653.365 (meters)    5424.41  (feet)  COMP
 NV0588  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 NV0588
 NV0588  VERT ORDER  -  SECOND    CLASS 0
 NV0588
 NV0588.The horizontal coordinates were scaled from a topographic map and have
 NV0588.an estimated accuracy of +/- 6 seconds.
 NV0588
 NV0588.The orthometric height was determined by differential leveling
 NV0588.and adjusted by the National Geodetic Survey in June 1991..
 NV0588
 NV0588.The geoid height was determined by GEOID03.
 NV0588
 NV0588.The dynamic height is computed by dividing the NAVD 88
 NV0588.geopotential number by the normal gravity value computed on the
 NV0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0588.degrees latitude (g = 980.6199 gals.).
 NV0588
 NV0588.The modeled gravity was interpolated from observed gravity values.
 NV0588
 NV0588;                    North         East    Units  Estimated Accuracy
 NV0588;SPC ID W     -    54,360.      840,930.      MT  (+/- 180 meters Scaled)
 NV0588
 NV0588                          SUPERSEDED SURVEY CONTROL
 NV0588
 NV0588  NGVD 29 (??/??/92) 1653.395  (m)         5424.51   (f) ADJ UNCH    2 0
 NV0588
 NV0588.Superseded values are not recommended for survey control.
 NV0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0588.See file dsdata.txt to determine how the superseded data were derived.
 NV0588
 NV0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG441684(NAD 83)
 NV0588_MARKER: DB = BENCH MARK DISK
 NV0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0588_STAMPING: E 70 1934
 NV0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0588+STABILITY: SURFACE MOTION
 NV0588
 NV0588  HISTORY     - Date     Condition        Report By
 NV0588  HISTORY     - 1934     MONUMENTED       CGS
 NV0588  HISTORY     - 1974     GOOD             USGS
 NV0588
 NV0588                          STATION DESCRIPTION
 NV0588
 NV0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0588'7.8 MI NW FROM THREE CREEK.
 NV0588'7.8 MILES NORTHWEST ALONG THE ROAD TO HOT SPRINGS FROM THE SCHOOLHOUSE
 NV0588'AT THREE CREEK, 0.4 MILES SOUTH OF A SMALL RIDGE OF ROCKY HILLS, 320
 NV0588'FEET NORTH OF A LONG S-CURVE, AND 40 FEET EAST OF THE CENTER LINE OF
 NV0588'THE ROAD.  SET IN THE TOP OF A CONCRETE POST.
 NV0588
 NV0588                          STATION RECOVERY (1974)
 NV0588
 NV0588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0588'THREE CREEK, (CREEK AT HIGHWAY CROSSING), WEST ON HIGHWAY 3.55 MILES,
 NV0588'THENCE NORTH ON DIRT ROAD 4.3 MILES TO ROAD INT. THENCE NORTH 2.1
 NV0588'MILES TO BM E 70. BM E 70 IS 24 FEET EAST OF ROAD AND 500 FEET SOUTH
 NV0588'OF A STOCK POND ON WEST SIDE OF ROAD. A STANDARD DISK SET IN CONCRETE
 NV0588'POST STAMPED E 70 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0326 ***********************************************************************
 OH0326  CBN         -  This is a Cooperative Base Network Control Station.
 OH0326  DESIGNATION -  E 72
 OH0326  PID         -  OH0326
 OH0326  STATE/COUNTY-  ID/OWYHEE
 OH0326  USGS QUAD   -  OREANA (1992)
 OH0326
 OH0326                         *CURRENT SURVEY CONTROL
 OH0326  ___________________________________________________________________
 OH0326* NAD 83(1999)-  43 04 31.37051(N)    116 24 44.10656(W)     ADJUSTED  
 OH0326* NAVD 88     -       908.774  (meters)    2981.54   (feet)  ADJUSTED  
 OH0326  ___________________________________________________________________
 OH0326  X           -  -2,075,956.970 (meters)                     COMP
 OH0326  Y           -  -4,179,743.791 (meters)                     COMP
 OH0326  Z           -   4,334,231.485 (meters)                     COMP
 OH0326  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 OH0326  ELLIP HEIGHT-         891.57  (meters)          (09/01/00) GPS OBS
 OH0326  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 OH0326  DYNAMIC HT  -         908.365 (meters)    2980.19  (feet)  COMP
 OH0326  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 OH0326
 OH0326  HORZ ORDER  -  A
 OH0326  VERT ORDER  -  SECOND    CLASS 0
 OH0326  ELLP ORDER  -  THIRD     CLASS I
 OH0326
 OH0326.The horizontal coordinates were established by GPS observations
 OH0326.and adjusted by the National Geodetic Survey in September 2000..
 OH0326.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OH0326.DATUM ITEM on the data sheet items page.
 OH0326
 OH0326.The orthometric height was determined by differential leveling
 OH0326.and adjusted by the National Geodetic Survey in June 1991..
 OH0326.WARNING-GPS observations at this control monument resulted in a GPS
 OH0326.derived orthometric height which differed from the leveled height by
 OH0326.more than one decimeter (0.1 meter).
 OH0326
 OH0326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OH0326
 OH0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0326
 OH0326.The ellipsoidal height was determined by GPS observations
 OH0326.and is referenced to NAD 83.
 OH0326
 OH0326.The geoid height was determined by GEOID03.
 OH0326
 OH0326.The dynamic height is computed by dividing the NAVD 88
 OH0326.geopotential number by the normal gravity value computed on the
 OH0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0326.degrees latitude (g = 980.6199 gals.).
 OH0326
 OH0326.The modeled gravity was interpolated from observed gravity values.
 OH0326
 OH0326;                    North         East     Units Scale Factor Converg.
 OH0326;SPC ID W     -   156,683.096   746,068.918   MT  0.99996910   -0 27 08.3
 OH0326;UTM  11      - 4,769,353.361   547,847.838   MT  0.99962816   +0 24 05.1
 OH0326
 OH0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0326!SPC ID W     -   0.99986020  x   0.99996910  =   0.99982931
 OH0326!UTM  11      -   0.99986020  x   0.99962816  =   0.99948841
 OH0326
 OH0326                          SUPERSEDED SURVEY CONTROL
 OH0326
 OH0326  NGVD 29 (??/??/92)  907.810  (m)         2978.37   (f) ADJ UNCH    2 0
 OH0326
 OH0326.Superseded values are not recommended for survey control.
 OH0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0326.See file dsdata.txt to determine how the superseded data were derived.
 OH0326
 OH0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH4784869353(NAD 83)
 OH0326_MARKER: DB = BENCH MARK DISK
 OH0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0326_STAMPING: E 72 1934
 OH0326_MARK LOGO: CGS   
 OH0326_PROJECTION: PROJECTING 8 CENTIMETERS
 OH0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0326+STABILITY: SURFACE MOTION
 OH0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0326+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 OH0326
 OH0326  HISTORY     - Date     Condition        Report By
 OH0326  HISTORY     - 1934     MONUMENTED       CGS
 OH0326  HISTORY     - 1962     GOOD             NGS
 OH0326  HISTORY     - 19990610 GOOD             IDTD
 OH0326  HISTORY     - 20041002 GOOD             DJC
 OH0326  HISTORY     - 20051213 GOOD             CH2M
 OH0326
 OH0326                          STATION DESCRIPTION
 OH0326
 OH0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0326'2.2 MI NW FROM OREANA.
 OH0326'2.2 MILES NORTHWEST ALONG THE SAND ROAD FROM ROBINSONS STORE AT
 OH0326'OREANA, JUST WEST OF A SMALL SAND HILL, 75 FEET NORTH OF A DRAINAGE,
 OH0326'28 FEET SOUTHWEST OF THE CENTER OF THE SAND ROAD AND 1 FOOT NORTH OF A
 OH0326'STEEL WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 OH0326
 OH0326                          STATION RECOVERY (1999)
 OH0326
 OH0326'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 OH0326'STATION IS LOCATED ABOUT 19.0 KM (11.80 MI) SOUTHEAST OF MURPHY, 3.5
 OH0326'KM (2.15 MI) NORTHWEST OF OREANA AND 0.6 KM (0.35 MI) SOUTH OF STATE
 OH0326'HIGHWAY 78.  OWNERSHIP--BUREAU OF LAND MANAGEMENT.  REACHED FROM THE
 OH0326'COURTHOUSE IN MURPHY, GO SOUTHEAST ON STATE HIGHWAY 78 FOR 19.3 KM
 OH0326'(12.00 MI) TO A SIDE ROAD RIGHT AND MILEPOST 41.5.  TURN RIGHT AND GO
 OH0326'SOUTH ON A SAND ROAD FOR 0.72 KM (0.45 MI) TO MARK ON THE RIGHT. MARK
 OH0326'IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN TOP OF A
 OH0326'CONCRETE POST PROJECTING 8 CM ABOVE THE GROUND SURFACE.  IT IS 8.4 M
 OH0326'(27.6 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF THE SAND ROAD, 0.30
 OH0326'M (1.0 FT) NORTH FROM A STEEL WITNESS POST AND ABOUT LEVEL WITH THE
 OH0326'SAND ROAD.
 OH0326
 OH0326                          STATION RECOVERY (2004)
 OH0326
 OH0326'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 OH0326'RECOVERED IN GOOD CONDITION.
 OH0326
 OH0326                          STATION RECOVERY (2005)
 OH0326
 OH0326'RECOVERY NOTE BY CH2M HILL INCORPORATED 2005 (PEC)
 OH0326'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0500 ***********************************************************************
 NV0500  DESIGNATION -  E 73
 NV0500  PID         -  NV0500
 NV0500  STATE/COUNTY-  ID/ELMORE
 NV0500  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0500
 NV0500                         *CURRENT SURVEY CONTROL
 NV0500  ___________________________________________________________________
 NV0500* NAD 83(1986)-  42 59 55.     (N)    115 13 11.     (W)     SCALED    
 NV0500* NAVD 88     -       767.671  (meters)    2518.60   (feet)  ADJUSTED  
 NV0500  ___________________________________________________________________
 NV0500  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 NV0500  DYNAMIC HT  -         767.349 (meters)    2517.54  (feet)  COMP
 NV0500  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 NV0500
 NV0500  VERT ORDER  -  FIRST     CLASS II
 NV0500
 NV0500.The horizontal coordinates were scaled from a topographic map and have
 NV0500.an estimated accuracy of +/- 6 seconds.
 NV0500
 NV0500.The orthometric height was determined by differential leveling
 NV0500.and adjusted by the National Geodetic Survey in June 1991..
 NV0500
 NV0500.The geoid height was determined by GEOID03.
 NV0500
 NV0500.The dynamic height is computed by dividing the NAVD 88
 NV0500.geopotential number by the normal gravity value computed on the
 NV0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0500.degrees latitude (g = 980.6199 gals.).
 NV0500
 NV0500.The modeled gravity was interpolated from observed gravity values.
 NV0500
 NV0500;                    North         East    Units  Estimated Accuracy
 NV0500;SPC ID W     -   148,080.      843,240.      MT  (+/- 180 meters Scaled)
 NV0500
 NV0500                          SUPERSEDED SURVEY CONTROL
 NV0500
 NV0500  NGVD 29 (??/??/92)  766.884  (m)         2516.02   (f) ADJ UNCH    1 2
 NV0500
 NV0500.Superseded values are not recommended for survey control.
 NV0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0500.See file dsdata.txt to determine how the superseded data were derived.
 NV0500
 NV0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH451621(NAD 83)
 NV0500_MARKER: DB = BENCH MARK DISK
 NV0500_SETTING: 0 = UNSPECIFIED SETTING
 NV0500_STAMPING: E 73 1934
 NV0500_MARK LOGO: CGS   
 NV0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0500
 NV0500  HISTORY     - Date     Condition        Report By
 NV0500  HISTORY     - 1934     MONUMENTED       CGS
 NV0500  HISTORY     - 1944     GOOD             NGS
 NV0500  HISTORY     - 1946     GOOD             NGS
 NV0500  HISTORY     - 1983     GOOD             NGS
 NV0500
 NV0500                          STATION DESCRIPTION
 NV0500
 NV0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NV0500'6.1 MI NE FROM GLENNS FERRY.
 NV0500'6.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0500'AT GLENNS FERRY, 102 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACKS,
 NV0500'183 FEET EAST OF MILEPOST 368, 139 FEET EAST OF SEMAPHORE 3680, 15
 NV0500'FEET NORTHEAST OF A WOODEN GATE, 7 FEET NORTHWEST OF A FENCE, AND NEAR
 NV0500'A WHITE WOODEN WITNESS POST.
 NV0500
 NV0500                          STATION RECOVERY (1946)
 NV0500
 NV0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 NV0500'RECOVERED IN GOOD CONDITION.
 NV0500
 NV0500                          STATION RECOVERY (1983)
 NV0500
 NV0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0500'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.35 KM
 NV0500'(0.85 MI) SOUTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE POST
 NV0500'OFFICE IN KING HILL, 81.1 METERS (266 FT) SOUTHEAST ACROSS THE TRACKS
 NV0500'FROM THE HIGHWAY CENTERLINE, 55.8 METERS (183 FT) NORTHEAST OF
 NV0500'RAILROAD MILEPOLE 368, 27.4 METERS (90 FT) SOUTHEAST OF THE SOUTHEAST
 NV0500'RAIL OF THE SOUTHEAST TRACKS, 4.5 METERS (15 FT) NORTH OF THE
 NV0500'NORTHEAST GATE POST FOR A WIRE GATE, 2.1 METERS (7 FT) NORTHWEST OF
 NV0500'THE RIGHT OF WAY FENCE AND 1.2 METERS (4 FT) BELOW THE TRACKS.
 NV0500'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 NV0500'THE MARK IS 6.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0423 ***********************************************************************
 OH0423  DESIGNATION -  E 74
 OH0423  PID         -  OH0423
 OH0423  STATE/COUNTY-  ID/CANYON
 OH0423  USGS QUAD   -  NAMPA (1971)
 OH0423
 OH0423                         *CURRENT SURVEY CONTROL
 OH0423  ___________________________________________________________________
 OH0423* NAD 83(1986)-  43 30 32.     (N)    116 32 12.     (W)     SCALED    
 OH0423* NAVD 88     -       781.940  (meters)    2565.41   (feet)  ADJUSTED  
 OH0423  ___________________________________________________________________
 OH0423  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 OH0423  DYNAMIC HT  -         781.659 (meters)    2564.49  (feet)  COMP
 OH0423  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 OH0423
 OH0423  VERT ORDER  -  FIRST     CLASS II
 OH0423
 OH0423.The horizontal coordinates were scaled from a topographic map and have
 OH0423.an estimated accuracy of +/- 6 seconds.
 OH0423
 OH0423.The orthometric height was determined by differential leveling
 OH0423.and adjusted by the National Geodetic Survey in June 1991..
 OH0423
 OH0423.The geoid height was determined by GEOID03.
 OH0423
 OH0423.The dynamic height is computed by dividing the NAVD 88
 OH0423.geopotential number by the normal gravity value computed on the
 OH0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0423.degrees latitude (g = 980.6199 gals.).
 OH0423
 OH0423.The modeled gravity was interpolated from observed gravity values.
 OH0423
 OH0423;                    North         East    Units  Estimated Accuracy
 OH0423;SPC ID W     -   204,930.      736,390.      MT  (+/- 180 meters Scaled)
 OH0423
 OH0423                          SUPERSEDED SURVEY CONTROL
 OH0423
 OH0423  NGVD 29 (??/??/92)  781.005  (m)         2562.35   (f) ADJ UNCH    1 2
 OH0423
 OH0423.Superseded values are not recommended for survey control.
 OH0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0423.See file dsdata.txt to determine how the superseded data were derived.
 OH0423
 OH0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ374174(NAD 83)
 OH0423_MARKER: DB = BENCH MARK DISK
 OH0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0423_STAMPING: E 74 1934
 OH0423_MARK LOGO: CGS   
 OH0423_PROJECTION: PROJECTING 10 CENTIMETERS
 OH0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0423+STABILITY: SURFACE MOTION
 OH0423
 OH0423  HISTORY     - Date     Condition        Report By
 OH0423  HISTORY     - 1934     MONUMENTED       CGS
 OH0423  HISTORY     - 1965     GOOD             NGS
 OH0423  HISTORY     - 1983     GOOD             NGS
 OH0423
 OH0423                          STATION DESCRIPTION
 OH0423
 OH0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 OH0423'5.2 MI S FROM NAMPA.
 OH0423'5.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OH0423'NAMPA, 1,050 FEET SOUTH OF MILE POST NO. 5 AT A PRIVATE CROSSING, 82
 OH0423'FEET WEST OF THE NEAREST RAIL, 18 FEET NORTH OF THE CENTER OF A FIELD
 OH0423'DRIVEWAY, 16 FEET NORTHEAST OF THE NORTH END OF A GATE INTO A FIELD
 OH0423'AND 1 FOOT NORTH OF A METAL WITNESS POST.  SET IN THE TOP OF A
 OH0423'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 7-INCHES.
 OH0423
 OH0423                          STATION RECOVERY (1983)
 OH0423
 OH0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0423'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM
 OH0423'(2.0 MI) SOUTHEAST ALONG SECOND STREET SOUTH FROM THE POST OFFICE IN
 OH0423'NAMPA, THENCE 5.8 KM (3.6 MI) SOUTH ALONG SOUTH SIDE BOULEVARD, THENCE
 OH0423'0.3 KM (0.2 MI) WEST ALONG A FARM ROAD, AT THE JUNCTION OF THE UNION
 OH0423'PACIFIC RAILROAD, 27.0 METERS (89 FT) WEST OF THE WEST RAIL,
 OH0423'6.0 METERS (20 FT) NORTH OF THE EXTENDED CENTER OF A FARM ROAD,
 OH0423'6.0 METERS (20 FT) EAST OF A CANAL, 16.0 METERS (52 FT) NORTH OF A
 OH0423'ROCK PILE.
 OH0423'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 OH0423'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1333 ***********************************************************************
 NU1333  DESIGNATION -  E 75
 NU1333  PID         -  NU1333
 NU1333  STATE/COUNTY-  ID/BLAINE
 NU1333  USGS QUAD   -  BEAR TRAP CAVE (1972)
 NU1333
 NU1333                         *CURRENT SURVEY CONTROL
 NU1333  ___________________________________________________________________
 NU1333* NAD 83(1986)-  42 59 43.     (N)    113 20 11.     (W)     SCALED    
 NU1333* NAVD 88     -      1457.108  (meters)    4780.53   (feet)  ADJUSTED  
 NU1333  ___________________________________________________________________
 NU1333  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 NU1333  DYNAMIC HT  -        1456.289 (meters)    4777.84  (feet)  COMP
 NU1333  MODELED GRAV-     980,007.4   (mgal)                       NAVD 88
 NU1333
 NU1333  VERT ORDER  -  SECOND    CLASS 0
 NU1333
 NU1333.The horizontal coordinates were scaled from a topographic map and have
 NU1333.an estimated accuracy of +/- 6 seconds.
 NU1333
 NU1333.The orthometric height was determined by differential leveling
 NU1333.and adjusted by the National Geodetic Survey in June 1991..
 NU1333
 NU1333.The geoid height was determined by GEOID03.
 NU1333
 NU1333.The dynamic height is computed by dividing the NAVD 88
 NU1333.geopotential number by the normal gravity value computed on the
 NU1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1333.degrees latitude (g = 980.6199 gals.).
 NU1333
 NU1333.The modeled gravity was interpolated from observed gravity values.
 NU1333
 NU1333;                    North         East    Units  Estimated Accuracy
 NU1333;SPC ID C     -   147,790.      554,110.      MT  (+/- 180 meters Scaled)
 NU1333
 NU1333                          SUPERSEDED SURVEY CONTROL
 NU1333
 NU1333  NGVD 29 (??/??/92) 1456.09   (m)         4777.2    (f) COMPUTED    2 0
 NU1333
 NU1333.Superseded values are not recommended for survey control.
 NU1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1333.See file dsdata.txt to determine how the superseded data were derived.
 NU1333
 NU1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN095629(NAD 83)
 NU1333_MARKER: DB = BENCH MARK DISK
 NU1333_SETTING: 66 = SET IN ROCK OUTCROP
 NU1333_SP_SET: ROCK OUTCROP
 NU1333_STAMPING: E 75 1958
 NU1333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1333+STABILITY: POSITION/ELEVATION WELL
 NU1333
 NU1333  HISTORY     - Date     Condition        Report By
 NU1333  HISTORY     - 1958     MONUMENTED       CGS
 NU1333
 NU1333                          STATION DESCRIPTION
 NU1333
 NU1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU1333'20.5 MI NE FROM MINIDOKA.
 NU1333'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU1333'MINIDOKA, THENCE 5.2 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 NU1333'THENCE 15.1 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD, 0.3 MILE
 NU1333'NORTHEAST OF THE Y JUNCTION OF A DIRT ROAD EAST, AT THE SOUTHWEST END
 NU1333'OF A LONG LAVA FORMATION, IN THE TOP OF A LEDGE OF LAVA OUTCROP, 98
 NU1333'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 17 1/2 FEET SOUTHEAST
 NU1333'OF A WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0145 ***********************************************************************
 NV0145  DESIGNATION -  E 76
 NV0145  PID         -  NV0145
 NV0145  STATE/COUNTY-  ID/CASSIA
 NV0145  USGS QUAD   -  MILNER BUTTE (1992)
 NV0145
 NV0145                         *CURRENT SURVEY CONTROL
 NV0145  ___________________________________________________________________
 NV0145* NAD 83(1986)-  42 27 09.     (N)    114 02 22.     (W)     SCALED    
 NV0145* NAVD 88     -      1329.102  (meters)    4360.56   (feet)  ADJUSTED  
 NV0145  ___________________________________________________________________
 NV0145  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 NV0145  DYNAMIC HT  -        1328.331 (meters)    4358.03  (feet)  COMP
 NV0145  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 NV0145
 NV0145  VERT ORDER  -  SECOND    CLASS 0
 NV0145
 NV0145.The horizontal coordinates were scaled from a topographic map and have
 NV0145.an estimated accuracy of +/- 6 seconds.
 NV0145
 NV0145.The orthometric height was determined by differential leveling
 NV0145.and adjusted by the National Geodetic Survey in June 1991..
 NV0145
 NV0145.The geoid height was determined by GEOID03.
 NV0145
 NV0145.The dynamic height is computed by dividing the NAVD 88
 NV0145.geopotential number by the normal gravity value computed on the
 NV0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0145.degrees latitude (g = 980.6199 gals.).
 NV0145
 NV0145.The modeled gravity was interpolated from observed gravity values.
 NV0145
 NV0145;                    North         East    Units  Estimated Accuracy
 NV0145;SPC ID C     -    87,280.      496,760.      MT  (+/- 180 meters Scaled)
 NV0145
 NV0145                          SUPERSEDED SURVEY CONTROL
 NV0145
 NV0145  NGVD 29 (??/??/92) 1328.113  (m)         4357.32   (f) ADJ UNCH    2 0
 NV0145
 NV0145.Superseded values are not recommended for survey control.
 NV0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0145.See file dsdata.txt to determine how the superseded data were derived.
 NV0145
 NV0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH434042(NAD 83)
 NV0145_MARKER: DB = BENCH MARK DISK
 NV0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0145_STAMPING: E 76 1958
 NV0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0145+STABILITY: SURFACE MOTION
 NV0145
 NV0145  HISTORY     - Date     Condition        Report By
 NV0145  HISTORY     - 1958     MONUMENTED       CGS
 NV0145
 NV0145                          STATION DESCRIPTION
 NV0145
 NV0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0145'5.1 MI S FROM MILNER.
 NV0145'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE MILNER BEAN
 NV0145'GROWERS WAREHOUSE AT MILNER, THENCE 2.6 MILES SOUTH ALONG AN ASPHALT
 NV0145'ROAD, THENCE 0.5 MILE SOUTHWEST ALONG U. S. HIGHWAY 30, THENCE 1.6
 NV0145'MILES SOUTH ALONG A DIRT ROAD, ON THE TOP OF A HILL, 0.08 MILE NORTH
 NV0145'OF A SHARP CURVE AND THE JUNCTION OF A DIRT ROAD SOUTH, 31 FEET WEST
 NV0145'OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF A WITNESS POST, ABOUT 2
 NV0145'FEET HIGHER THAN THE ROAD, 1 FOOT EAST OF A WITNESS POST, ABOUT 2 FEET
 NV0145'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NV0145'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0154 ***********************************************************************
 NV0154  DESIGNATION -  E 77
 NV0154  PID         -  NV0154
 NV0154  STATE/COUNTY-  ID/TWIN FALLS
 NV0154  USGS QUAD   -  STRICKER BUTTE (1979)
 NV0154
 NV0154                         *CURRENT SURVEY CONTROL
 NV0154  ___________________________________________________________________
 NV0154* NAD 83(1986)-  42 26 58.     (N)    114 18 18.     (W)     SCALED    
 NV0154* NAVD 88     -      1247.176  (meters)    4091.78   (feet)  ADJUSTED  
 NV0154  ___________________________________________________________________
 NV0154  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 NV0154  DYNAMIC HT  -        1246.456 (meters)    4089.41  (feet)  COMP
 NV0154  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 NV0154
 NV0154  VERT ORDER  -  SECOND    CLASS 0
 NV0154
 NV0154.The horizontal coordinates were scaled from a topographic map and have
 NV0154.an estimated accuracy of +/- 6 seconds.
 NV0154
 NV0154.The orthometric height was determined by differential leveling
 NV0154.and adjusted by the National Geodetic Survey in June 1991..
 NV0154
 NV0154.The geoid height was determined by GEOID03.
 NV0154
 NV0154.The dynamic height is computed by dividing the NAVD 88
 NV0154.geopotential number by the normal gravity value computed on the
 NV0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0154.degrees latitude (g = 980.6199 gals.).
 NV0154
 NV0154.The modeled gravity was interpolated from observed gravity values.
 NV0154
 NV0154;                    North         East    Units  Estimated Accuracy
 NV0154;SPC ID C     -    86,990.      474,910.      MT  (+/- 180 meters Scaled)
 NV0154
 NV0154                          SUPERSEDED SURVEY CONTROL
 NV0154
 NV0154  NGVD 29 (??/??/92) 1246.217  (m)         4088.63   (f) ADJ UNCH    2 0
 NV0154
 NV0154.Superseded values are not recommended for survey control.
 NV0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0154.See file dsdata.txt to determine how the superseded data were derived.
 NV0154
 NV0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH216031(NAD 83)
 NV0154_MARKER: DB = BENCH MARK DISK
 NV0154_SETTING: 66 = SET IN ROCK OUTCROP
 NV0154_SP_SET: LAVA OUTCROP
 NV0154_STAMPING: E 77 1958
 NV0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0154+STABILITY: POSITION/ELEVATION WELL
 NV0154
 NV0154  HISTORY     - Date     Condition        Report By
 NV0154  HISTORY     - 1958     MONUMENTED       CGS
 NV0154
 NV0154                          STATION DESCRIPTION
 NV0154
 NV0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0154'5.85 MI S FROM HANSEN.
 NV0154'5.85 MILES SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCTION OF U.S.
 NV0154'HIGHWAY 30 AT HANSEN, 0.06 MILE SOUTH OF A RED ROOFED FARMHOUSE, IN
 NV0154'THE TOP OF A LAVA OUTCROP WHICH IS FLUSH WITH THE GROUND, 57 FEET
 NV0154'NORTH OF THE WEST END OF A 30-INCH PIPE CULVERT, 33 FEET WEST OF THE
 NV0154'CENTER LINE OF THE ROAD, 11 FEET WEST OF A TELEPHONE POLE, AND LEVEL
 NV0154'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0430 ***********************************************************************
 OY0430  DESIGNATION -  E 78
 OY0430  PID         -  OY0430
 OY0430  STATE/COUNTY-  ID/BINGHAM
 OY0430  USGS QUAD   -  ROCKFORD (1979)
 OY0430
 OY0430                         *CURRENT SURVEY CONTROL
 OY0430  ___________________________________________________________________
 OY0430* NAD 83(1986)-  43 12 41.     (N)    112 30 34.     (W)     SCALED    
 OY0430* NAVD 88     -      1360.963  (meters)    4465.09   (feet)  ADJUSTED  
 OY0430  ___________________________________________________________________
 OY0430  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 OY0430  DYNAMIC HT  -        1360.240 (meters)    4462.72  (feet)  COMP
 OY0430  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 OY0430
 OY0430  VERT ORDER  -  SECOND    CLASS 0
 OY0430
 OY0430.The horizontal coordinates were scaled from a topographic map and have
 OY0430.an estimated accuracy of +/- 6 seconds.
 OY0430
 OY0430.The orthometric height was determined by differential leveling
 OY0430.and adjusted by the National Geodetic Survey in June 1991..
 OY0430
 OY0430.The geoid height was determined by GEOID03.
 OY0430
 OY0430.The dynamic height is computed by dividing the NAVD 88
 OY0430.geopotential number by the normal gravity value computed on the
 OY0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0430.degrees latitude (g = 980.6199 gals.).
 OY0430
 OY0430.The modeled gravity was interpolated from observed gravity values.
 OY0430
 OY0430;                    North         East    Units  Estimated Accuracy
 OY0430;SPC ID E     -   171,640.      172,150.      MT  (+/- 180 meters Scaled)
 OY0430
 OY0430                          SUPERSEDED SURVEY CONTROL
 OY0430
 OY0430  NGVD 29 (??/??/92) 1359.937  (m)         4461.73   (f) ADJ UNCH    2 0
 OY0430
 OY0430.Superseded values are not recommended for survey control.
 OY0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0430.See file dsdata.txt to determine how the superseded data were derived.
 OY0430
 OY0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN773853(NAD 83)
 OY0430_MARKER: DB = BENCH MARK DISK
 OY0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0430_SP_SET: BRIDGE
 OY0430_STAMPING: E 78 1958
 OY0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0430
 OY0430  HISTORY     - Date     Condition        Report By
 OY0430  HISTORY     - 1958     MONUMENTED       CGS
 OY0430
 OY0430                          STATION DESCRIPTION
 OY0430
 OY0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0430'2.0 MI NE FROM ROCKFORD.
 OY0430'2.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM PETERSONS
 OY0430'IGA FOOD LAND STORE AT ROCKFORD, 4 1/2 POLES SOUTHWEST OF MILEPOLE 2,
 OY0430'125 FEET NORTH OF THE CENTER OF THE CROSSING OF A NORTH-SOUTH GRAVEL
 OY0430'ROAD, AT A WOODEN BRIDGE OVER PEOPLES CANAL, IN THE TOP OF THE
 OY0430'SOUTHWEST END OF THE SOUTHWEST CONCRETE WING WALL, 15 1/2 FEET WEST OF
 OY0430'THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0685 ***********************************************************************
 NU0685  DESIGNATION -  E 79
 NU0685  PID         -  NU0685
 NU0685  STATE/COUNTY-  ID/BINGHAM
 NU0685  USGS QUAD   -  ABERDEEN (1971)
 NU0685
 NU0685                         *CURRENT SURVEY CONTROL
 NU0685  ___________________________________________________________________
 NU0685* NAD 83(1986)-  42 54 27.     (N)    112 51 03.     (W)     SCALED    
 NU0685* NAVD 88     -      1339.181  (meters)    4393.63   (feet)  ADJUSTED  
 NU0685  ___________________________________________________________________
 NU0685  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 NU0685  DYNAMIC HT  -        1338.431 (meters)    4391.17  (feet)  COMP
 NU0685  MODELED GRAV-     980,013.5   (mgal)                       NAVD 88
 NU0685
 NU0685  VERT ORDER  -  SECOND    CLASS 0
 NU0685
 NU0685.The horizontal coordinates were scaled from a topographic map and have
 NU0685.an estimated accuracy of +/- 6 seconds.
 NU0685
 NU0685.The orthometric height was determined by differential leveling
 NU0685.and adjusted by the National Geodetic Survey in June 1991..
 NU0685
 NU0685.The geoid height was determined by GEOID03.
 NU0685
 NU0685.The dynamic height is computed by dividing the NAVD 88
 NU0685.geopotential number by the normal gravity value computed on the
 NU0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0685.degrees latitude (g = 980.6199 gals.).
 NU0685
 NU0685.The modeled gravity was interpolated from observed gravity values.
 NU0685
 NU0685;                    North         East    Units  Estimated Accuracy
 NU0685;SPC ID E     -   138,050.      144,130.      MT  (+/- 180 meters Scaled)
 NU0685
 NU0685                          SUPERSEDED SURVEY CONTROL
 NU0685
 NU0685  NGVD 29 (??/??/92) 1338.154  (m)         4390.26   (f) ADJ UNCH    2 0
 NU0685
 NU0685.Superseded values are not recommended for survey control.
 NU0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0685.See file dsdata.txt to determine how the superseded data were derived.
 NU0685
 NU0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN489522(NAD 83)
 NU0685_MARKER: DB = BENCH MARK DISK
 NU0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0685_STAMPING: E 79 1958
 NU0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0685+STABILITY: SURFACE MOTION
 NU0685
 NU0685  HISTORY     - Date     Condition        Report By
 NU0685  HISTORY     - 1958     MONUMENTED       CGS
 NU0685
 NU0685                          STATION DESCRIPTION
 NU0685
 NU0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0685'2.9 MI S FROM ABERDEEN.
 NU0685'2.9 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 NU0685'ABERDEEN, ON THE OUTSIDE OF A CURVE, IN A SMALL TRIANGLE FORMED BY A
 NU0685'DRIVEWAY LEADING SOUTH TO A FARMHOUSE AND A GRAVEL ROAD EAST, 43 FEET
 NU0685'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET WEST OF THE
 NU0685'CENTER LINE OF THE DRIVEWAY, 30 FEET NORTH OF THE CENTER LINE OF THE
 NU0685'ROAD, 3 FEET SOUTH OF A TELEPHONE POLE, 2.2 FEET EAST OF A WITNESS
 NU0685'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 NU0685'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0001 ***********************************************************************
 OZ0001  DESIGNATION -  E 8
 OZ0001  PID         -  OZ0001
 OZ0001  STATE/COUNTY-  ID/BLAINE
 OZ0001  USGS QUAD   -  BELLEVUE (1986)
 OZ0001
 OZ0001                         *CURRENT SURVEY CONTROL
 OZ0001  ___________________________________________________________________
 OZ0001* NAD 83(1986)-  43 29 17.     (N)    114 16 44.     (W)     SCALED    
 OZ0001* NAVD 88     -      1598.034  (meters)    5242.88   (feet)  ADJUSTED  
 OZ0001  ___________________________________________________________________
 OZ0001  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 OZ0001  DYNAMIC HT  -        1597.114 (meters)    5239.86  (feet)  COMP
 OZ0001  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 OZ0001
 OZ0001  VERT ORDER  -  FIRST     CLASS II
 OZ0001
 OZ0001.The horizontal coordinates were scaled from a topographic map and have
 OZ0001.an estimated accuracy of +/- 6 seconds.
 OZ0001
 OZ0001.The orthometric height was determined by differential leveling
 OZ0001.and adjusted by the National Geodetic Survey in June 1991..
 OZ0001
 OZ0001.The geoid height was determined by GEOID03.
 OZ0001
 OZ0001.The dynamic height is computed by dividing the NAVD 88
 OZ0001.geopotential number by the normal gravity value computed on the
 OZ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0001.degrees latitude (g = 980.6199 gals.).
 OZ0001
 OZ0001.The modeled gravity was interpolated from observed gravity values.
 OZ0001
 OZ0001;                    North         East    Units  Estimated Accuracy
 OZ0001;SPC ID C     -   202,360.      477,440.      MT  (+/- 180 meters Scaled)
 OZ0001
 OZ0001                          SUPERSEDED SURVEY CONTROL
 OZ0001
 OZ0001  NGVD 29 (??/??/92) 1596.917  (m)         5239.22   (f) ADJ UNCH    1 2
 OZ0001
 OZ0001.Superseded values are not recommended for survey control.
 OZ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0001.See file dsdata.txt to determine how the superseded data were derived.
 OZ0001
 OZ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ200186(NAD 83)
 OZ0001_MARKER: DD = SURVEY DISK
 OZ0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0001_SP_SET: CULVERT
 OZ0001_STAMPING: E 8 1931
 OZ0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0001
 OZ0001  HISTORY     - Date     Condition        Report By
 OZ0001  HISTORY     - 1931     MONUMENTED       USGS
 OZ0001
 OZ0001                          STATION DESCRIPTION
 OZ0001
 OZ0001'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 OZ0001'2.4 MI S FROM HAILEY.
 OZ0001'2.4 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM HAILEY,
 OZ0001'BLAINE COUNTY, ON THE WEST SIDE OF U.S. HIGHWAY 93, AT A HIGHWAY
 OZ0001'CULVERT, IN THE TOP OF THE NORTH END OF THE CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0421 ***********************************************************************
 NU0421  DESIGNATION -  E 80
 NU0421  PID         -  NU0421
 NU0421  STATE/COUNTY-  ID/ONEIDA
 NU0421  USGS QUAD   -  STONE (1973)
 NU0421
 NU0421                         *CURRENT SURVEY CONTROL
 NU0421  ___________________________________________________________________
 NU0421* NAD 83(1986)-  42 05 41.     (N)    112 39 22.     (W)     SCALED    
 NU0421* NAVD 88     -      1425.670  (meters)    4677.39   (feet)  ADJUSTED  
 NU0421  ___________________________________________________________________
 NU0421  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 NU0421  DYNAMIC HT  -        1424.718 (meters)    4674.26  (feet)  COMP
 NU0421  MODELED GRAV-     979,905.1   (mgal)                       NAVD 88
 NU0421
 NU0421  VERT ORDER  -  SECOND    CLASS 0
 NU0421
 NU0421.The horizontal coordinates were scaled from a topographic map and have
 NU0421.an estimated accuracy of +/- 6 seconds.
 NU0421
 NU0421.The orthometric height was determined by differential leveling
 NU0421.and adjusted by the National Geodetic Survey in June 1991..
 NU0421
 NU0421.The geoid height was determined by GEOID03.
 NU0421
 NU0421.The dynamic height is computed by dividing the NAVD 88
 NU0421.geopotential number by the normal gravity value computed on the
 NU0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0421.degrees latitude (g = 980.6199 gals.).
 NU0421
 NU0421.The modeled gravity was interpolated from observed gravity values.
 NU0421
 NU0421;                    North         East    Units  Estimated Accuracy
 NU0421;SPC ID E     -    47,660.      159,510.      MT  (+/- 180 meters Scaled)
 NU0421
 NU0421                          SUPERSEDED SURVEY CONTROL
 NU0421
 NU0421  NGVD 29 (??/??/92) 1424.614  (m)         4673.92   (f) ADJ UNCH    2 0
 NU0421
 NU0421.Superseded values are not recommended for survey control.
 NU0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0421.See file dsdata.txt to determine how the superseded data were derived.
 NU0421
 NU0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM630616(NAD 83)
 NU0421_MARKER: DB = BENCH MARK DISK
 NU0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0421_STAMPING: E 80 1934
 NU0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0421+STABILITY: SURFACE MOTION
 NU0421
 NU0421  HISTORY     - Date     Condition        Report By
 NU0421  HISTORY     - 1934     MONUMENTED       CGS
 NU0421  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0421
 NU0421                          STATION DESCRIPTION
 NU0421
 NU0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0421'4.7 MI S FROM SNOWVILLE.
 NU0421'4.7 MILES SOUTH ALONG THE ROAD LEADING TO SNOWVILLE, UTAH, FROM THE
 NU0421'SCHOOLHOUSE AT HOLBROOK, ONEIDA COUNTY, IDAHO, ABOUT 150 FEET SOUTH OF
 NU0421'A SCHOOLHOUSE, AND 50 FEET WEST OF THE CENTER LINE OF THE ROAD.  A
 NU0421'STANDARD DISK, STAMPED E 80 1934 AND SET IN THE TOP OF A CONCRETE
 NU0421'POST.
 NU0421
 NU0421                          STATION RECOVERY (1973)
 NU0421
 NU0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1059 ***********************************************************************
 NU1059  DESIGNATION -  E 81
 NU1059  PID         -  NU1059
 NU1059  STATE/COUNTY-  ID/CASSIA
 NU1059  USGS QUAD   -  CHOKECHERRY CANYON (1978)
 NU1059
 NU1059                         *CURRENT SURVEY CONTROL
 NU1059  ___________________________________________________________________
 NU1059* NAD 83(1986)-  42 00 32.     (N)    113 24 44.     (W)     SCALED    
 NU1059* NAVD 88     -      1696.807  (meters)    5566.94   (feet)  ADJUSTED  
 NU1059  ___________________________________________________________________
 NU1059  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 NU1059  DYNAMIC HT  -        1695.599 (meters)    5562.98  (feet)  COMP
 NU1059  MODELED GRAV-     979,849.8   (mgal)                       NAVD 88
 NU1059
 NU1059  VERT ORDER  -  SECOND    CLASS 0
 NU1059
 NU1059.The horizontal coordinates were scaled from a topographic map and have
 NU1059.an estimated accuracy of +/- 6 seconds.
 NU1059
 NU1059.The orthometric height was determined by differential leveling
 NU1059.and adjusted by the National Geodetic Survey in June 1991..
 NU1059
 NU1059.The geoid height was determined by GEOID03.
 NU1059
 NU1059.The dynamic height is computed by dividing the NAVD 88
 NU1059.geopotential number by the normal gravity value computed on the
 NU1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1059.degrees latitude (g = 980.6199 gals.).
 NU1059
 NU1059.The modeled gravity was interpolated from observed gravity values.
 NU1059
 NU1059;                    North         East    Units  Estimated Accuracy
 NU1059;SPC ID C     -    38,180.      548,690.      MT  (+/- 180 meters Scaled)
 NU1059
 NU1059                          SUPERSEDED SURVEY CONTROL
 NU1059
 NU1059  NGVD 29 (??/??/92) 1695.683  (m)         5563.25   (f) ADJ UNCH    2 0
 NU1059
 NU1059.Superseded values are not recommended for survey control.
 NU1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1059.See file dsdata.txt to determine how the superseded data were derived.
 NU1059
 NU1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM002535(NAD 83)
 NU1059_MARKER: DB = BENCH MARK DISK
 NU1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1059_STAMPING: E 81 1934
 NU1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1059+STABILITY: SURFACE MOTION
 NU1059
 NU1059  HISTORY     - Date     Condition        Report By
 NU1059  HISTORY     - 1934     MONUMENTED       CGS
 NU1059  HISTORY     - 1970     GOOD             USGS
 NU1059
 NU1059                          STATION DESCRIPTION
 NU1059
 NU1059'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NU1059'IN STANROD.
 NU1059'6.2 MILES WEST ALONG THE STREVELL-OAKLEY ROAD FROM 0.3 MILES WEST
 NU1059'ALONG TRACK ROAD (END OF ROAD), 75 FEET NORTH OF END OF TRACK ROAD, 75
 NU1059'FT. NORTH OF THE SECTION CORNER FOR SECTIONS 21, 22, 27, AND 28, T 16
 NU1059'S, R 26 E, AND 2 FEET EAST OF FENCE LINE.  SET IN THE TOP OF A
 NU1059'CONCRETE POST, PROJECTING 0.3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0429 ***********************************************************************
 NU0429  DESIGNATION -  E 82
 NU0429  PID         -  NU0429
 NU0429  STATE/COUNTY-  ID/ONEIDA
 NU0429  USGS QUAD   -  HOLBROOK (1973)
 NU0429
 NU0429                         *CURRENT SURVEY CONTROL
 NU0429  ___________________________________________________________________
 NU0429* NAD 83(1986)-  42 13 11.     (N)    112 43 04.     (W)     SCALED    
 NU0429* NAVD 88     -      1497.509  (meters)    4913.08   (feet)  ADJUSTED  
 NU0429  ___________________________________________________________________
 NU0429  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 NU0429  DYNAMIC HT  -        1496.508 (meters)    4909.79  (feet)  COMP
 NU0429  MODELED GRAV-     979,900.9   (mgal)                       NAVD 88
 NU0429
 NU0429  VERT ORDER  -  SECOND    CLASS 0
 NU0429
 NU0429.The horizontal coordinates were scaled from a topographic map and have
 NU0429.an estimated accuracy of +/- 6 seconds.
 NU0429
 NU0429.The orthometric height was determined by differential leveling
 NU0429.and adjusted by the National Geodetic Survey in June 1991..
 NU0429
 NU0429.The geoid height was determined by GEOID03.
 NU0429
 NU0429.The dynamic height is computed by dividing the NAVD 88
 NU0429.geopotential number by the normal gravity value computed on the
 NU0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0429.degrees latitude (g = 980.6199 gals.).
 NU0429
 NU0429.The modeled gravity was interpolated from observed gravity values.
 NU0429
 NU0429;                    North         East    Units  Estimated Accuracy
 NU0429;SPC ID E     -    61,570.      154,500.      MT  (+/- 180 meters Scaled)
 NU0429
 NU0429                          SUPERSEDED SURVEY CONTROL
 NU0429
 NU0429  NGVD 29 (??/??/92) 1496.422  (m)         4909.51   (f) ADJ UNCH    2 0
 NU0429
 NU0429.Superseded values are not recommended for survey control.
 NU0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0429.See file dsdata.txt to determine how the superseded data were derived.
 NU0429
 NU0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM582756(NAD 83)
 NU0429_MARKER: DB = BENCH MARK DISK
 NU0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0429_STAMPING: E 82 1934
 NU0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0429+STABILITY: SURFACE MOTION
 NU0429
 NU0429  HISTORY     - Date     Condition        Report By
 NU0429  HISTORY     - 1934     MONUMENTED       CGS
 NU0429  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0429
 NU0429                          STATION DESCRIPTION
 NU0429
 NU0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0429'6.0 MI N FROM HOLBROOK.
 NU0429'6.0 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE SCHOOLHOUSE AT
 NU0429'HOLBROOK, ONEIDA COUNTY, ABOUT 0.2 MILE NORTH OF A T-ROAD LEADING
 NU0429'SOUTH, ABOUT 100 YARDS FROM A DESERTED HOUSE, 25 FEET SOUTH OF THE
 NU0429'CENTER LINE OF THE HIGHWAY, AND IN LINE WITH A ROW OF POLES.  A
 NU0429'STANDARD DISK, STAMPED E 82 1934 AND SET IN THE TOP OF A CONCRETE
 NU0429'POST.
 NU0429
 NU0429                          STATION RECOVERY (1973)
 NU0429
 NU0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0464 ***********************************************************************
 SV0464  DESIGNATION -  E 84
 SV0464  PID         -  SV0464
 SV0464  STATE/COUNTY-  ID/KOOTENAI
 SV0464  USGS QUAD   -  LANE (1981)
 SV0464
 SV0464                         *CURRENT SURVEY CONTROL
 SV0464  ___________________________________________________________________
 SV0464* NAD 83(1986)-  47 37 29.     (N)    116 32 35.     (W)     SCALED    
 SV0464* NAVD 88     -       854.596  (meters)    2803.79   (feet)  ADJUSTED  
 SV0464  ___________________________________________________________________
 SV0464  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 SV0464  DYNAMIC HT  -         854.597 (meters)    2803.79  (feet)  COMP
 SV0464  MODELED GRAV-     980,584.9   (mgal)                       NAVD 88
 SV0464
 SV0464  VERT ORDER  -  SECOND    CLASS 0
 SV0464
 SV0464.The horizontal coordinates were scaled from a topographic map and have
 SV0464.an estimated accuracy of +/- 6 seconds.
 SV0464
 SV0464.The orthometric height was determined by differential leveling
 SV0464.and adjusted by the National Geodetic Survey in June 1991..
 SV0464
 SV0464.The geoid height was determined by GEOID03.
 SV0464
 SV0464.The dynamic height is computed by dividing the NAVD 88
 SV0464.geopotential number by the normal gravity value computed on the
 SV0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0464.degrees latitude (g = 980.6199 gals.).
 SV0464
 SV0464.The modeled gravity was interpolated from observed gravity values.
 SV0464
 SV0464;                    North         East    Units  Estimated Accuracy
 SV0464;SPC ID W     -   662,350.      740,390.      MT  (+/- 180 meters Scaled)
 SV0464
 SV0464                          SUPERSEDED SURVEY CONTROL
 SV0464
 SV0464  NGVD 29 (??/??/92)  853.461  (m)         2800.06   (f) ADJ UNCH    2 0
 SV0464
 SV0464.Superseded values are not recommended for survey control.
 SV0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0464.See file dsdata.txt to determine how the superseded data were derived.
 SV0464
 SV0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN343746(NAD 83)
 SV0464_MARKER: DB = BENCH MARK DISK
 SV0464_SETTING: 66 = SET IN ROCK OUTCROP
 SV0464_SP_SET: ROCK LEDGE
 SV0464_STAMPING: E 84 1958
 SV0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0464+STABILITY: POSITION/ELEVATION WELL
 SV0464
 SV0464  HISTORY     - Date     Condition        Report By
 SV0464  HISTORY     - 1958     MONUMENTED       CGS
 SV0464  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0464
 SV0464                          STATION DESCRIPTION
 SV0464
 SV0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0464'13.3 MI NW FROM CATALDO.
 SV0464'13.3 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0464'RAILROAD STATION AT CATALDO, 0.9 MILE WEST OF THE SUMMIT OF THE FOURTH
 SV0464'OF JULY CANYON, 27.6 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 SV0464'TRAFFIC LANE, 18.4 FEET SOUTHWEST OF THE SOUTHWEST END OF A CORRUGATED
 SV0464'IRON CULVERT, SET VERTICALLY IN THE NORTHWEST FACE OF A ROCK LEDGE AND
 SV0464'1 FOOT HIGHER THAN THE HIGHWAY, 5.4 FEET SOUTHWEST OF A METAL WITNESS
 SV0464'POST.
 SV0464
 SV0464                          STATION RECOVERY (1976)
 SV0464
 SV0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0625 ***********************************************************************
 OZ0625  DESIGNATION -  E 85
 OZ0625  PID         -  OZ0625
 OZ0625  STATE/COUNTY-  ID/ELMORE
 OZ0625  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0625
 OZ0625                         *CURRENT SURVEY CONTROL
 OZ0625  ___________________________________________________________________
 OZ0625* NAD 83(1986)-  43 21 22.     (N)    115 57 57.     (W)     SCALED    
 OZ0625* NAVD 88     -      1011.414  (meters)    3318.28   (feet)  ADJUSTED  
 OZ0625  ___________________________________________________________________
 OZ0625  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 OZ0625  DYNAMIC HT  -        1010.962 (meters)    3316.80  (feet)  COMP
 OZ0625  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 OZ0625
 OZ0625  VERT ORDER  -  FIRST     CLASS II
 OZ0625
 OZ0625.The horizontal coordinates were scaled from a topographic map and have
 OZ0625.an estimated accuracy of +/- 6 seconds.
 OZ0625
 OZ0625.The orthometric height was determined by differential leveling
 OZ0625.and adjusted by the National Geodetic Survey in June 1991..
 OZ0625
 OZ0625.The geoid height was determined by GEOID03.
 OZ0625
 OZ0625.The dynamic height is computed by dividing the NAVD 88
 OZ0625.geopotential number by the normal gravity value computed on the
 OZ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0625.degrees latitude (g = 980.6199 gals.).
 OZ0625
 OZ0625.The modeled gravity was interpolated from observed gravity values.
 OZ0625
 OZ0625;                    North         East    Units  Estimated Accuracy
 OZ0625;SPC ID W     -   187,680.      782,500.      MT  (+/- 180 meters Scaled)
 OZ0625
 OZ0625                          SUPERSEDED SURVEY CONTROL
 OZ0625
 OZ0625  NGVD 29 (??/??/92) 1010.436  (m)         3315.07   (f) ADJ UNCH    1 2
 OZ0625
 OZ0625.Superseded values are not recommended for survey control.
 OZ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0625.See file dsdata.txt to determine how the superseded data were derived.
 OZ0625
 OZ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ838008(NAD 83)
 OZ0625_MARKER: DB = BENCH MARK DISK
 OZ0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0625_STAMPING: E 85 1959
 OZ0625_MARK LOGO: CGS   
 OZ0625_PROJECTION: FLUSH
 OZ0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0625+STABILITY: SURFACE MOTION
 OZ0625
 OZ0625  HISTORY     - Date     Condition        Report By
 OZ0625  HISTORY     - 1959     MONUMENTED       CGS
 OZ0625  HISTORY     - 1983     GOOD             NGS
 OZ0625
 OZ0625                          STATION DESCRIPTION
 OZ0625
 OZ0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0625'5.45 MI SE FROM ORCHARD.
 OZ0625'4.55 MILES NORTHEAST ALONG A DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0625'SIDING OF THE UNION PACIFIC RAILROAD TO ITS JUNCTION WITH U.S. HIGHWAY
 OZ0625'30, THENCE 0.9 MILE SOUTHEAST ALONG THE HIGHWAY, 90 FEET WEST WARD
 OZ0625'FROM THE CENTER LINE OF HIGHWAY, 7 FEET EAST FROM A TELEPHONE POLE, 5
 OZ0625'1/2 FEET NORTH FROM METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL
 OZ0625'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND LEVEL.
 OZ0625
 OZ0625                          STATION RECOVERY (1983)
 OZ0625
 OZ0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0625'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.0 KM
 OZ0625'(8.1 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC RAILROAD
 OZ0625'STATION AT BOISE, THENCE 21.9 KM (13.6 MI) SOUTHEAST ALONG INTERSTATE
 OZ0625'84, AT THE TOP OF A LOW CUT, 0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST
 OZ0625'73, 28.0 METERS (92 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 OZ0625'LANES, 0.6 METER (2 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 OZ0625'THE MARK IS 1.5 METERS  NW FROM A WITNESS POST.
 OZ0625'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0657 ***********************************************************************
 OH0657  DESIGNATION -  E 86
 OH0657  PID         -  OH0657
 OH0657  STATE/COUNTY-  ID/PAYETTE
 OH0657  USGS QUAD   -  NYSSA (1965)
 OH0657
 OH0657                         *CURRENT SURVEY CONTROL
 OH0657  ___________________________________________________________________
 OH0657* NAD 83(1986)-  43 59 47.     (N)    116 55 27.     (W)     SCALED    
 OH0657* NAVD 88     -       679.944  (meters)    2230.78   (feet)  ADJUSTED  
 OH0657  ___________________________________________________________________
 OH0657  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 OH0657  DYNAMIC HT  -         679.737 (meters)    2230.10  (feet)  COMP
 OH0657  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 OH0657
 OH0657  VERT ORDER  -  FIRST     CLASS II
 OH0657
 OH0657.The horizontal coordinates were scaled from a topographic map and have
 OH0657.an estimated accuracy of +/- 6 seconds.
 OH0657
 OH0657.The orthometric height was determined by differential leveling
 OH0657.and adjusted by the National Geodetic Survey in June 1991..
 OH0657
 OH0657.The geoid height was determined by GEOID03.
 OH0657
 OH0657.The dynamic height is computed by dividing the NAVD 88
 OH0657.geopotential number by the normal gravity value computed on the
 OH0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0657.degrees latitude (g = 980.6199 gals.).
 OH0657
 OH0657.The modeled gravity was interpolated from observed gravity values.
 OH0657
 OH0657;                    North         East    Units  Estimated Accuracy
 OH0657;SPC ID W     -   259,460.      705,830.      MT  (+/- 180 meters Scaled)
 OH0657
 OH0657                          SUPERSEDED SURVEY CONTROL
 OH0657
 OH0657  NGVD 29 (??/??/92)  678.997  (m)         2227.68   (f) ADJ UNCH    1 2
 OH0657
 OH0657.Superseded values are not recommended for survey control.
 OH0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0657.See file dsdata.txt to determine how the superseded data were derived.
 OH0657
 OH0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ060714(NAD 83)
 OH0657_MARKER: DB = BENCH MARK DISK
 OH0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0657_STAMPING: E 86 1959
 OH0657_MARK LOGO: CGS   
 OH0657_PROJECTION: PROJECTING 7 CENTIMETERS
 OH0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0657+STABILITY: SURFACE MOTION
 OH0657
 OH0657  HISTORY     - Date     Condition        Report By
 OH0657  HISTORY     - 1959     MONUMENTED       CGS
 OH0657  HISTORY     - 1974     GOOD             NGS
 OH0657  HISTORY     - 1983     GOOD             NGS
 OH0657
 OH0657                          STATION DESCRIPTION
 OH0657
 OH0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0657'1.3 MI S FROM FRUITLAND.
 OH0657'0.4 MILE WEST ON U.S. HIGHWAY 30 FROM THE POST OFFICE AT FRUITLAND TO
 OH0657'WHITLEY DRIVE, THENCE 0.9 MILE SOUTH ON WHITLEY DRIVE TO A CROSSROAD,
 OH0657'41.0 FEET SOUTHWEST OF THE INTERSECTION OF THE CROSSROAD, 2.0 FEET
 OH0657'WEST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST
 OH0657'PROJECTING 4 INCHES.
 OH0657
 OH0657                          STATION RECOVERY (1974)
 OH0657
 OH0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OH0657'REACHED FROM THE FRUITLAND POST OFFICE GO WEST ON U.S. HIGHWAY 30 FOR
 OH0657'0.4 MILE TO WHITNEY DRIVE, AT A T INTERSECTION, TURN LEFT, AND GO
 OH0657'SOUTH ON WHITNEY DRIVE FOR 0.9 MILE TO A CROSSROAD, AND THE BENCH
 OH0657'MARK ON THE RIGHT, 32 FEET SOUTH OF THE CENTER OF A MACADAM ROAD
 OH0657'WEST, 24 FEET WEST OF THE CENTER OF WHITNEY DRIVE, 13 FEET SOUTHWEST
 OH0657'OF A POWER POLE, AND 2 FEET WEST OF A METAL WITNESS POST, SET IN A
 OH0657'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES.
 OH0657
 OH0657                          STATION RECOVERY (1983)
 OH0657
 OH0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0657'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM
 OH0657'(1.0 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN FRUITLAND,
 OH0657'THENCE 0.8 KM (0.5 MI) WEST ALONG NORTHWEST SECOND AVENUE, AT THE
 OH0657'SOUTHWEST CORNER OF WHITLEY DRIVE, 10.9 METERS (36 FT) SOUTH OF THE
 OH0657'CENTER OF THE AVENUE, 12.4 METERS (41 FT) SOUTHWEST OF THE CENTER OF
 OH0657'THE INTERSECTION, 4.5 METERS (15 FT) SOUTHWEST OF A TELEPHONE POLE
 OH0657'WITH A GUY WIRE.
 OH0657'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 OH0657'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0643 ***********************************************************************
 OZ0643  DESIGNATION -  E 87
 OZ0643  PID         -  OZ0643
 OZ0643  STATE/COUNTY-  ID/ELMORE
 OZ0643  USGS QUAD   -  REVERSE (1992)
 OZ0643
 OZ0643                         *CURRENT SURVEY CONTROL
 OZ0643  ___________________________________________________________________
 OZ0643* NAD 83(1986)-  43 04 36.     (N)    115 30 26.     (W)     SCALED    
 OZ0643* NAVD 88     -       994.309  (meters)    3262.16   (feet)  ADJUSTED  
 OZ0643  ___________________________________________________________________
 OZ0643  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 OZ0643  DYNAMIC HT  -         993.848 (meters)    3260.65  (feet)  COMP
 OZ0643  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 OZ0643
 OZ0643  VERT ORDER  -  SECOND    CLASS 0
 OZ0643
 OZ0643.The horizontal coordinates were scaled from a topographic map and have
 OZ0643.an estimated accuracy of +/- 6 seconds.
 OZ0643
 OZ0643.The orthometric height was determined by differential leveling
 OZ0643.and adjusted by the National Geodetic Survey in June 1991..
 OZ0643
 OZ0643.The geoid height was determined by GEOID03.
 OZ0643
 OZ0643.The dynamic height is computed by dividing the NAVD 88
 OZ0643.geopotential number by the normal gravity value computed on the
 OZ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0643.degrees latitude (g = 980.6199 gals.).
 OZ0643
 OZ0643.The modeled gravity was interpolated from observed gravity values.
 OZ0643
 OZ0643;                    North         East    Units  Estimated Accuracy
 OZ0643;SPC ID W     -   156,640.      819,770.      MT  (+/- 180 meters Scaled)
 OZ0643
 OZ0643                          SUPERSEDED SURVEY CONTROL
 OZ0643
 OZ0643  NGVD 29 (??/??/92)  993.413  (m)         3259.22   (f) ADJ UNCH    2 0
 OZ0643
 OZ0643.Superseded values are not recommended for survey control.
 OZ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0643.See file dsdata.txt to determine how the superseded data were derived.
 OZ0643
 OZ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH215704(NAD 83)
 OZ0643_MARKER: DB = BENCH MARK DISK
 OZ0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0643_STAMPING: E 87 1959
 OZ0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0643+STABILITY: SURFACE MOTION
 OZ0643
 OZ0643  HISTORY     - Date     Condition        Report By
 OZ0643  HISTORY     - 1959     MONUMENTED       CGS
 OZ0643
 OZ0643                          STATION DESCRIPTION
 OZ0643
 OZ0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0643'11.6 MI E FROM MOUNTAIN HOME.
 OZ0643'3.3 MILES SOUTHEAST ON SOUTH MAIN STREET FROM ITS INTERSECTION WITH
 OZ0643'U.S. HIGHWAY 30 AT MOUNTAIN HOME, THENCE 6.1 MILES EAST ON PAVED ROAD,
 OZ0643'THENCE 2.2 MILES EAST ON GRAVEL ROAD, 57.0 FEET SOUTH OF THE
 OZ0643'CENTERLINE OF THE ROAD, 3 INCHES SOUTH OF A METAL WITNESS POST WITH
 OZ0643'SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0566 ***********************************************************************
 NV0566  DESIGNATION -  E 88
 NV0566  PID         -  NV0566
 NV0566  STATE/COUNTY-  ID/ELMORE
 NV0566  USGS QUAD   -  GLENNS FERRY (1992)
 NV0566
 NV0566                         *CURRENT SURVEY CONTROL
 NV0566  ___________________________________________________________________
 NV0566* NAD 83(1986)-  42 57 43.     (N)    115 19 12.     (W)     SCALED    
 NV0566* NAVD 88     -       814.345  (meters)    2671.73   (feet)  ADJUSTED  
 NV0566  ___________________________________________________________________
 NV0566  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 NV0566  DYNAMIC HT  -         814.010 (meters)    2670.63  (feet)  COMP
 NV0566  MODELED GRAV-     980,182.5   (mgal)                       NAVD 88
 NV0566
 NV0566  VERT ORDER  -  SECOND    CLASS 0
 NV0566
 NV0566.The horizontal coordinates were scaled from a topographic map and have
 NV0566.an estimated accuracy of +/- 6 seconds.
 NV0566
 NV0566.The orthometric height was determined by differential leveling
 NV0566.and adjusted by the National Geodetic Survey in June 1991..
 NV0566
 NV0566.The geoid height was determined by GEOID03.
 NV0566
 NV0566.The dynamic height is computed by dividing the NAVD 88
 NV0566.geopotential number by the normal gravity value computed on the
 NV0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0566.degrees latitude (g = 980.6199 gals.).
 NV0566
 NV0566.The modeled gravity was interpolated from observed gravity values.
 NV0566
 NV0566;                    North         East    Units  Estimated Accuracy
 NV0566;SPC ID W     -   143,960.      835,080.      MT  (+/- 180 meters Scaled)
 NV0566
 NV0566                          SUPERSEDED SURVEY CONTROL
 NV0566
 NV0566  NGVD 29 (??/??/92)  813.522  (m)         2669.03   (f) ADJ UNCH    2 0
 NV0566
 NV0566.Superseded values are not recommended for survey control.
 NV0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0566.See file dsdata.txt to determine how the superseded data were derived.
 NV0566
 NV0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH370579(NAD 83)
 NV0566_MARKER: DB = BENCH MARK DISK
 NV0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0566_STAMPING: E 88 1959
 NV0566_MARK LOGO: CGS   
 NV0566_PROJECTION: PROJECTING 25 CENTIMETERS
 NV0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0566+STABILITY: SURFACE MOTION
 NV0566
 NV0566  HISTORY     - Date     Condition        Report By
 NV0566  HISTORY     - 1959     MONUMENTED       CGS
 NV0566  HISTORY     - 1983     GOOD             NGS
 NV0566
 NV0566                          STATION DESCRIPTION
 NV0566
 NV0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0566'1.7 MI NW FROM GLENNS FERRY.
 NV0566'0.1 MILE WEST ALONG IDAHO AVE. FROM THE GLENNS FERRY RAILROAD STATION,
 NV0566'THENCE 0.3 MILE NORTH ON COMMERCIAL STREET, THENCE 0.4 MILE WEST ON
 NV0566'U.S. HIGHWAY 30, THENCE 0.9 MILE NORTHWEST ON A PAVED ROAD TO A CATTLE
 NV0566'GUARD, 64.0 FEET NORTHEAST OF THE NORTHEAST END OF THE CATTLE GUARD,
 NV0566'70.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.3 FEET SOUTH OF A
 NV0566'FENCE LINE, 4.9 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET
 NV0566'IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES.
 NV0566
 NV0566                          STATION RECOVERY (1983)
 NV0566
 NV0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0566'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.15 KM
 NV0566'(0.1 MI) WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0566'GLENNS FERRY, THENCE 0.5 KM (0.3 MI) NORTH ALONG COMMERCIAL STREET,
 NV0566'THENCE 0.45 KM (0.3 MI) NORTH ALONG BANNOCK ROAD, THENCE 1.1 KM
 NV0566'(0.7 MI) WEST ALONG A PAVED ROAD, 21.3 METERS (70 FT) SOUTHWEST OF THE
 NV0566'HIGHWAY CENTERLINE, 19.5 METERS (64 FT) SOUTHWEST OF THE WEST CORNER
 NV0566'OF A STEEL CATTLE GUARD, 8.5 METERS (28 FT) NORTHWEST OF A T JUNCTION
 NV0566'FENCE POST AND 0.6 METER (2 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 NV0566'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 NV0566'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0155 ***********************************************************************
 PZ0155  CBN         -  This is a Cooperative Base Network Control Station.
 PZ0155  DESIGNATION -  E 89
 PZ0155  PID         -  PZ0155
 PZ0155  STATE/COUNTY-  ID/CLARK
 PZ0155  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0155
 PZ0155                         *CURRENT SURVEY CONTROL
 PZ0155  ___________________________________________________________________
 PZ0155* NAD 83(1999)-  44 25 59.73828(N)    112 12 31.14966(W)     ADJUSTED  
 PZ0155* NAVD 88     -      1917.071  (meters)    6289.59   (feet)  ADJUSTED  
 PZ0155  ___________________________________________________________________
 PZ0155  X           -  -1,724,825.669 (meters)                     COMP
 PZ0155  Y           -  -4,224,732.406 (meters)                     COMP
 PZ0155  Z           -   4,443,930.682 (meters)                     COMP
 PZ0155  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 PZ0155  ELLIP HEIGHT-        1907.08  (meters)          (04/16/01) GPS OBS
 PZ0155  GEOID HEIGHT-          -9.98  (meters)                     GEOID03
 PZ0155  DYNAMIC HT  -        1916.022 (meters)    6286.15  (feet)  COMP
 PZ0155  MODELED GRAV-     980,002.0   (mgal)                       NAVD 88
 PZ0155
 PZ0155  HORZ ORDER  -  B
 PZ0155  VERT ORDER  -  FIRST     CLASS II
 PZ0155  ELLP ORDER  -  FOURTH    CLASS II
 PZ0155
 PZ0155.The horizontal coordinates were established by GPS observations
 PZ0155.and adjusted by the National Geodetic Survey in April 2001..
 PZ0155.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PZ0155.DATUM ITEM on the data sheet items page.
 PZ0155
 PZ0155.The orthometric height was determined by differential leveling
 PZ0155.and adjusted by the National Geodetic Survey in June 1991..
 PZ0155
 PZ0155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PZ0155
 PZ0155.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0155
 PZ0155.The ellipsoidal height was determined by GPS observations
 PZ0155.and is referenced to NAD 83.
 PZ0155
 PZ0155.The geoid height was determined by GEOID03.
 PZ0155
 PZ0155.The dynamic height is computed by dividing the NAVD 88
 PZ0155.geopotential number by the normal gravity value computed on the
 PZ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0155.degrees latitude (g = 980.6199 gals.).
 PZ0155
 PZ0155.The modeled gravity was interpolated from observed gravity values.
 PZ0155
 PZ0155;                    North         East     Units Scale Factor Converg.
 PZ0155;SPC ID E     -   307,335.914   196,657.240   MT  0.99994751   -0 01 45.8
 PZ0155;UTM  12      - 4,920,706.339   403,805.134   MT  0.99971380   -0 50 46.4
 PZ0155
 PZ0155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0155!SPC ID E     -   0.99970106  x   0.99994751  =   0.99964859
 PZ0155!UTM  12      -   0.99970106  x   0.99971380  =   0.99941495
 PZ0155
 PZ0155                          SUPERSEDED SURVEY CONTROL
 PZ0155
 PZ0155  NAD 83(1992)-  44 25 59.73757(N)    112 12 31.14756(W) AD(       ) B
 PZ0155  ELLIP H (01/22/97) 1907.16   (m)                       GP(       ) 4 1
 PZ0155  NAVD 88 (01/29/98) 1917.07   (m)         6289.6    (f) LEVELING    3  
 PZ0155  NAVD 88 (01/22/97) 1917.07   (m)         6289.6    (f) LEVELING    3  
 PZ0155  NGVD 29 (??/??/92) 1915.803  (m)         6285.43   (f) ADJ UNCH    1 2
 PZ0155
 PZ0155.Superseded values are not recommended for survey control.
 PZ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0155.See file dsdata.txt to determine how the superseded data were derived.
 PZ0155
 PZ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0380520706(NAD 83)
 PZ0155_MARKER: DB = BENCH MARK DISK
 PZ0155_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0155_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PZ0155_STAMPING: E 89 1959
 PZ0155_MARK LOGO: CGS   
 PZ0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0155+STABILITY: POSITION/ELEVATION WELL
 PZ0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0155+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 PZ0155
 PZ0155  HISTORY     - Date     Condition        Report By
 PZ0155  HISTORY     - 1959     MONUMENTED       CGS
 PZ0155  HISTORY     - 1967     GOOD             NGS
 PZ0155  HISTORY     - 19960815 GOOD             NGS
 PZ0155  HISTORY     - 20040905 GOOD             DJC
 PZ0155
 PZ0155                          STATION DESCRIPTION
 PZ0155
 PZ0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0155'5.65 MI N FROM SPENCER.
 PZ0155'5.65 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER, 0.1
 PZ0155'MILE NORTH OF THE JUNCTION OF A ROAD NORTHWEST TO PICNIC HOLLOW, AT
 PZ0155'THE CROSSING OF OWENS CREEK, IN THE TOP OF A LAVA OUTCROP PROJECTING
 PZ0155'ABOUT 1 FOOT ABOVE THE GROUND, 44 FEET EAST OF THE CENTER LINE OF THE
 PZ0155'HIGHWAY, 34.9 FEET NORTH OF THE NORTH END OF THE EAST HEAD WALL OF A
 PZ0155'36-INCH PIPE CULVERT, 0.7 FOOT EAST OF A WITNESS POST, AND ABOUT 13
 PZ0155'FEET LOWER THAN THE HIGHWAY.
 PZ0155
 PZ0155                          STATION RECOVERY (1996)
 PZ0155
 PZ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (BEK)
 PZ0155'STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) NORTH OF SPENCER, 13.0 KM
 PZ0155'(8.05 MI) SOUTH OF THE IDAHO-MONTANA STATE LINE AND ON THE EAST SIDE
 PZ0155'OF FOREST SERVICE ROAD 322.  OWNERSHIP--U.S.  FOREST SERVICE. REACHED
 PZ0155'FROM THE SPENCER INTERSTATE 15 INTERCHANGE (EXIT 183) IN SPENCER GO
 PZ0155'NORTH ON INTERSTATE 15 FOR 6.4 KM (3.95 MI) TO THE STODDARD
 PZ0155'INTERCHANGE (EXIT 184) .  TAKE THE OFFRAMP AND GO WEST UNDER THE
 PZ0155'INTERSTATE ON STODDARD ROAD FOR 0.25 KM (0.15 MI) TO A CROSSROAD.
 PZ0155'TURN RIGHT AND GO NORTH ON FOREST SERVICE ROAD 323 (THE OLD HIGHWAY)
 PZ0155'FOR 2.2 KM (1.35 MI) CROSSING A CATTLE GUARD TO A DIRT ROAD LEFT
 PZ0155'(PICNIC HOLLOW) CONTINUE AHEAD NORTH ON FOREST SERVICE ROAD 323 FOR
 PZ0155'0.13 KM (0.10 MI) CROSSING OVER A CREEK TO THE MARK ON THE RIGHT.
 PZ0155'LOCATED 13.4 M (44.0 FT) EAST OF AND 4.0 M (13.1 FT) BELOW THE ROAD,
 PZ0155'10.65 M (34.94 FT) NORTH OF THE NORTH END OF A CONCRETE HEADWALL
 PZ0155'SUPPORTING A 36-INCH PIPE CULVERT, 11.65 M (38.22 FT) SOUTH OF A
 PZ0155'FIBERGLASS WITNESS POST AND 0.2 M (0.7 FT) EAST OF A METAL WITNESS
 PZ0155'POST.  MARK IS A BENCH MARK DISK CEMENTED INTO A DRILL HOLE IN A
 PZ0155'PORTION OF OUTCROP PROJECTING 1-FOOT ABOVE THE GROUND ON THE SOUTH
 PZ0155'SIDE.  RECOVERED BY B.E.  KELLY.
 PZ0155
 PZ0155                          STATION RECOVERY (2004)
 PZ0155
 PZ0155'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 PZ0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0349 ***********************************************************************
 SV0349  DESIGNATION -  E 9
 SV0349  PID         -  SV0349
 SV0349  STATE/COUNTY-  ID/KOOTENAI
 SV0349  USGS QUAD   -  ATHOL (1961)
 SV0349
 SV0349                         *CURRENT SURVEY CONTROL
 SV0349  ___________________________________________________________________
 SV0349* NAD 83(1986)-  47 55 44.     (N)    116 42 53.     (W)     SCALED    
 SV0349* NAVD 88     -       726.672  (meters)    2384.09   (feet)  ADJUSTED  
 SV0349  ___________________________________________________________________
 SV0349  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SV0349  DYNAMIC HT  -         726.705 (meters)    2384.20  (feet)  COMP
 SV0349  MODELED GRAV-     980,634.5   (mgal)                       NAVD 88
 SV0349
 SV0349  VERT ORDER  -  FIRST     CLASS II
 SV0349
 SV0349.The horizontal coordinates were scaled from a topographic map and have
 SV0349.an estimated accuracy of +/- 6 seconds.
 SV0349
 SV0349.The orthometric height was determined by differential leveling
 SV0349.and adjusted by the National Geodetic Survey in June 1991..
 SV0349
 SV0349.The geoid height was determined by GEOID03.
 SV0349
 SV0349.The dynamic height is computed by dividing the NAVD 88
 SV0349.geopotential number by the normal gravity value computed on the
 SV0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0349.degrees latitude (g = 980.6199 gals.).
 SV0349
 SV0349.The modeled gravity was interpolated from observed gravity values.
 SV0349
 SV0349;                    North         East    Units  Estimated Accuracy
 SV0349;SPC ID W     -   696,310.      727,910.      MT  (+/- 180 meters Scaled)
 SV0349
 SV0349                          SUPERSEDED SURVEY CONTROL
 SV0349
 SV0349  NGVD 29 (??/??/92)  725.480  (m)         2380.18   (f) ADJ UNCH    1 2
 SV0349
 SV0349.Superseded values are not recommended for survey control.
 SV0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0349.See file dsdata.txt to determine how the superseded data were derived.
 SV0349
 SV0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP213084(NAD 83)
 SV0349_MARKER: DB = BENCH MARK DISK
 SV0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0349_SP_SET: ABUTMENT
 SV0349_STAMPING: E-9 2380.563
 SV0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0349
 SV0349  HISTORY     - Date     Condition        Report By
 SV0349  HISTORY     - UNK      MONUMENTED       CGS
 SV0349  HISTORY     - 1935     GOOD             NGS
 SV0349  HISTORY     - 1944     GOOD             NGS
 SV0349
 SV0349                          STATION DESCRIPTION
 SV0349
 SV0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0349'1.1 MI SW FROM ATHOL.
 SV0349'ABOUT 1.1 MILES SOUTHWEST ALONG N.P.RR. FROM ATHOL.  AT THE OVERHEAD
 SV0349'CROSSING OF THE SPOKANE INTERNATIONAL RR., IN THE TOP OF THE SOUTH
 SV0349'CONCRETE ABUTMENT.  1.55 FEET EAST OF THE WEST END.  AND 22 FEET WEST
 SV0349'OF THE CENTERLINE OF THE TRACK.  STD. DISC SET HORIZONTALLY.
 SV0349
 SV0349                          STATION RECOVERY (1944)
 SV0349
 SV0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 SV0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0029 ***********************************************************************
 OY0029  DESIGNATION -  E 91
 OY0029  PID         -  OY0029
 OY0029  STATE/COUNTY-  ID/BONNEVILLE
 OY0029  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0029
 OY0029                         *CURRENT SURVEY CONTROL
 OY0029  ___________________________________________________________________
 OY0029* NAD 83(1986)-  43 35 57.     (N)    112 03 47.     (W)     SCALED    
 OY0029* NAVD 88     -      1448.737  (meters)    4753.06   (feet)  ADJUSTED  
 OY0029  ___________________________________________________________________
 OY0029  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 OY0029  DYNAMIC HT  -        1447.986 (meters)    4750.60  (feet)  COMP
 OY0029  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 OY0029
 OY0029  VERT ORDER  -  FIRST     CLASS II
 OY0029
 OY0029.The horizontal coordinates were scaled from a topographic map and have
 OY0029.an estimated accuracy of +/- 6 seconds.
 OY0029
 OY0029.The orthometric height was determined by differential leveling
 OY0029.and adjusted by the National Geodetic Survey in June 1991..
 OY0029
 OY0029.The geoid height was determined by GEOID03.
 OY0029
 OY0029.The dynamic height is computed by dividing the NAVD 88
 OY0029.geopotential number by the normal gravity value computed on the
 OY0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0029.degrees latitude (g = 980.6199 gals.).
 OY0029
 OY0029.The modeled gravity was interpolated from observed gravity values.
 OY0029
 OY0029;                    North         East    Units  Estimated Accuracy
 OY0029;SPC ID E     -   214,670.      208,370.      MT  (+/- 180 meters Scaled)
 OY0029
 OY0029                          SUPERSEDED SURVEY CONTROL
 OY0029
 OY0029  NGVD 29 (08/20/92) 1447.655  (m)         4749.51   (f) ADJUSTED    1 2
 OY0029
 OY0029.Superseded values are not recommended for survey control.
 OY0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0029.See file dsdata.txt to determine how the superseded data were derived.
 OY0029
 OY0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP141279(NAD 83)
 OY0029_MARKER: DB = BENCH MARK DISK
 OY0029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OY0029_SP_SET: HEADWALL
 OY0029_STAMPING: E 91 1959
 OY0029_MARK LOGO: CGS   
 OY0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0029+STABILITY: SURFACE MOTION
 OY0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0029+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0029
 OY0029  HISTORY     - Date     Condition        Report By
 OY0029  HISTORY     - 1959     MONUMENTED       CGS
 OY0029  HISTORY     - 1967     GOOD             NGS
 OY0029  HISTORY     - 1978     GOOD             LOCSUR
 OY0029  HISTORY     - 19920625 GOOD             NGS
 OY0029
 OY0029                          STATION DESCRIPTION
 OY0029
 OY0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0029'7.3 MI N FROM IDAHO FALLS.
 OY0029'7.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0029'BROADWAY STREET AT IDAHO FALLS, 0.2 MILE NORTH OF THE CROSSING OF A
 OY0029'ROAD, IN THE TOP AND 0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 OY0029'WEST CONCRETE AND ROCK HEAD WALL OF A 48-INCH PIPE CULVERT, 14.9 FEET
 OY0029'WEST OF THE WEST RAIL, 3.4 FEET WEST OF A WITNESS POST, AND ABOUT 3
 OY0029'1/2 FEET LOWER THAN THE TRACK.
 OY0029
 OY0029                          STATION RECOVERY (1978)
 OY0029
 OY0029'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0029'RECOVERED IN GOOD CONDITION.
 OY0029
 OY0029                          STATION RECOVERY (1992)
 OY0029
 OY0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0029'12.3 KM (7.65 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0029'JUNCTION OF BROADWAY STREET IN IDAHO FALLS, IN TOP OF AND 0.2 M (0.7
 OY0029'FT) SOUTH OF THE NORTH END OF THE WEST STONE HEADWALL OF A PIPE
 OY0029'CULVERT, 29.9 M (98.1 FT) SOUTHWEST OF MILEPOST 193, 4.8 M (15.7 FT)
 OY0029'WEST OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK,
 OY0029'AND 1.0 M (3.3 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0242 ***********************************************************************
 PY0242  DESIGNATION -  E 92
 PY0242  PID         -  PY0242
 PY0242  STATE/COUNTY-  ID/FREMONT
 PY0242  USGS QUAD   -  TARGHEE PEAK (1964)
 PY0242
 PY0242                         *CURRENT SURVEY CONTROL
 PY0242  ___________________________________________________________________
 PY0242* NAD 83(1986)-  44 40 01.     (N)    111 23 37.     (W)     SCALED    
 PY0242* NAVD 88     -      1990.91   (+/-2cm)    6531.8    (feet)  VERTCON   
 PY0242  ___________________________________________________________________
 PY0242  GEOID HEIGHT-          -8.78  (meters)                     GEOID03
 PY0242
 PY0242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 PY0242
 PY0242.The horizontal coordinates were scaled from a topographic map and have
 PY0242.an estimated accuracy of +/- 6 seconds.
 PY0242
 PY0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY0242.The vertical order pertains to the NGVD 29 superseded value.
 PY0242
 PY0242.The geoid height was determined by GEOID03.
 PY0242
 PY0242;                    North         East    Units  Estimated Accuracy
 PY0242;SPC ID E     -   333,590.      261,300.      MT  (+/- 180 meters Scaled)
 PY0242
 PY0242                          SUPERSEDED SURVEY CONTROL
 PY0242
 PY0242  NGVD 29 (??/??/92) 1989.675  (m)         6527.79   (f) ADJ UNCH    2 0
 PY0242
 PY0242.Superseded values are not recommended for survey control.
 PY0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0242.See file dsdata.txt to determine how the superseded data were derived.
 PY0242
 PY0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ687460(NAD 83)
 PY0242_MARKER: DB = BENCH MARK DISK
 PY0242_SETTING: 66 = SET IN ROCK OUTCROP
 PY0242_SP_SET: ROCK OUTCROP
 PY0242_STAMPING: E 92 1934
 PY0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0242+STABILITY: POSITION/ELEVATION WELL
 PY0242
 PY0242  HISTORY     - Date     Condition        Report By
 PY0242  HISTORY     - 1934     MONUMENTED       CGS
 PY0242  HISTORY     - 1964     MARK NOT FOUND   NGS
 PY0242
 PY0242                          STATION DESCRIPTION
 PY0242
 PY0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0242'0.4 MI W FROM LAKE.
 PY0242'0.4 MILE WEST ALONG THE ROAD LEADING TO MONIDA, MONTANA, FROM LAKE, AT
 PY0242'A ROCK PYRAMID, 15 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE
 PY0242'TOP OF A ROCK OUTCROP AND 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0640 ***********************************************************************
 SU0640  DESIGNATION -  E 93
 SU0640  PID         -  SU0640
 SU0640  STATE/COUNTY-  ID/SHOSHONE
 SU0640  USGS QUAD   -  PRICHARD (1996)
 SU0640
 SU0640                         *CURRENT SURVEY CONTROL
 SU0640  ___________________________________________________________________
 SU0640* NAD 83(1986)-  47 41 37.     (N)    115 56 02.     (W)     SCALED    
 SU0640* NAVD 88     -       757.852  (meters)    2486.39   (feet)  ADJUSTED  
 SU0640  ___________________________________________________________________
 SU0640  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 SU0640  DYNAMIC HT  -         757.840 (meters)    2486.35  (feet)  COMP
 SU0640  MODELED GRAV-     980,572.3   (mgal)                       NAVD 88
 SU0640
 SU0640  VERT ORDER  -  SECOND    CLASS 0
 SU0640
 SU0640.The horizontal coordinates were scaled from a topographic map and have
 SU0640.an estimated accuracy of +/- 6 seconds.
 SU0640
 SU0640.The orthometric height was determined by differential leveling
 SU0640.and adjusted by the National Geodetic Survey in June 1991..
 SU0640
 SU0640.The geoid height was determined by GEOID03.
 SU0640
 SU0640.The dynamic height is computed by dividing the NAVD 88
 SU0640.geopotential number by the normal gravity value computed on the
 SU0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0640.degrees latitude (g = 980.6199 gals.).
 SU0640
 SU0640.The modeled gravity was interpolated from observed gravity values.
 SU0640
 SU0640;                    North         East    Units  Estimated Accuracy
 SU0640;SPC ID W     -   669,720.      786,200.      MT  (+/- 180 meters Scaled)
 SU0640
 SU0640                          SUPERSEDED SURVEY CONTROL
 SU0640
 SU0640  NGVD 29 (??/??/92)  756.700  (m)         2482.61   (f) ADJ UNCH    2 0
 SU0640
 SU0640.Superseded values are not recommended for survey control.
 SU0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0640.See file dsdata.txt to determine how the superseded data were derived.
 SU0640
 SU0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN799827(NAD 83)
 SU0640_MARKER: DB = BENCH MARK DISK
 SU0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0640_STAMPING: E 93 1958
 SU0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0640+STABILITY: SURFACE MOTION
 SU0640
 SU0640  HISTORY     - Date     Condition        Report By
 SU0640  HISTORY     - 1958     MONUMENTED       CGS
 SU0640  HISTORY     - 1980     MARK NOT FOUND   USGS
 SU0640
 SU0640                          STATION DESCRIPTION
 SU0640
 SU0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0640'2.5 MI SE FROM SHOSHONE STATION.
 SU0640'2.5 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM SHOSHONE STATION, 114
 SU0640'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD SOUTH, 38
 SU0640'FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 101 FEET EAST OF THE
 SU0640'CENTER LINE OF THE DIRT ROAD, 13 FEET SOUTH OF A TELEPHONE POLE WITH A
 SU0640'GUY WIRE, 1.4 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER
 SU0640'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SU0640'FOOT ABOVE THE GROUND.
 SU0640
 SU0640                          STATION RECOVERY (1980)
 SU0640
 SU0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SU0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0075 ***********************************************************************
 SV0075  DESIGNATION -  E 94
 SV0075  PID         -  SV0075
 SV0075  STATE/COUNTY-  ID/KOOTENAI
 SV0075  USGS QUAD   -  SKITWISH PEAK (1996)
 SV0075
 SV0075                         *CURRENT SURVEY CONTROL
 SV0075  ___________________________________________________________________
 SV0075* NAD 83(1986)-  47 43 14.     (N)    116 23 05.     (W)     SCALED    
 SV0075* NAVD 88     -       780.873  (meters)    2561.91   (feet)  ADJUSTED  
 SV0075  ___________________________________________________________________
 SV0075  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 SV0075  DYNAMIC HT  -         780.842 (meters)    2561.81  (feet)  COMP
 SV0075  MODELED GRAV-     980,548.7   (mgal)                       NAVD 88
 SV0075
 SV0075  VERT ORDER  -  SECOND    CLASS 0
 SV0075
 SV0075.The horizontal coordinates were scaled from a topographic map and have
 SV0075.an estimated accuracy of +/- 6 seconds.
 SV0075
 SV0075.The orthometric height was determined by differential leveling
 SV0075.and adjusted by the National Geodetic Survey in June 1991..
 SV0075
 SV0075.The geoid height was determined by GEOID03.
 SV0075
 SV0075.The dynamic height is computed by dividing the NAVD 88
 SV0075.geopotential number by the normal gravity value computed on the
 SV0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0075.degrees latitude (g = 980.6199 gals.).
 SV0075
 SV0075.The modeled gravity was interpolated from observed gravity values.
 SV0075
 SV0075;                    North         East    Units  Estimated Accuracy
 SV0075;SPC ID W     -   672,890.      752,380.      MT  (+/- 180 meters Scaled)
 SV0075
 SV0075                          SUPERSEDED SURVEY CONTROL
 SV0075
 SV0075  NGVD 29 (??/??/92)  779.676  (m)         2557.99   (f) ADJ UNCH    2 0
 SV0075
 SV0075.Superseded values are not recommended for survey control.
 SV0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0075.See file dsdata.txt to determine how the superseded data were derived.
 SV0075
 SV0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN461854(NAD 83)
 SV0075_MARKER: DB = BENCH MARK DISK
 SV0075_SETTING: 66 = SET IN ROCK OUTCROP
 SV0075_SP_SET: OUTCROP
 SV0075_STAMPING: E 94 1958
 SV0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0075+STABILITY: POSITION/ELEVATION WELL
 SV0075
 SV0075  HISTORY     - Date     Condition        Report By
 SV0075  HISTORY     - 1958     MONUMENTED       CGS
 SV0075
 SV0075                          STATION DESCRIPTION
 SV0075
 SV0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0075'13.45 MI SW FROM MAGEE RANGER STATION.
 SV0075'5.0 MILES SOUTH ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION, THENCE
 SV0075'8.4 MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE 0.05 MILE NORTHWEST
 SV0075'ALONG A GRAVEL ROAD, 0.1 MILE NORTHWEST OF THE NORTHWEST END OF A
 SV0075'WOODEN BRIDGE OVER LEIBURG CREEK, 230 FEET NORTHWEST OF THE CENTER OF
 SV0075'THE JUNCTION OF GRAVEL ROADS LEADING SOUTHEAST AND NORTHEAST, SET
 SV0075'VERTICALLY IN THE SOUTHWEST FACE OF A LONG JAGGED SHALE OUTCROP WHICH
 SV0075'PROJECTS 20 FEET ABOVE THE ROAD, 13 FEET NORTHEAST OF THE CENTER LINE
 SV0075'OF THE ROAD, AND 4 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0489 ***********************************************************************
 SV0489  DESIGNATION -  E 95
 SV0489  PID         -  SV0489
 SV0489  STATE/COUNTY-  ID/KOOTENAI
 SV0489  USGS QUAD   -  WOLF LODGE (1996)
 SV0489
 SV0489                         *CURRENT SURVEY CONTROL
 SV0489  ___________________________________________________________________
 SV0489* NAD 83(1986)-  47 44 57.     (N)    116 35 33.     (W)     SCALED    
 SV0489* NAVD 88     -      1328.750  (meters)    4359.41   (feet)  ADJUSTED  
 SV0489  ___________________________________________________________________
 SV0489  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 SV0489  DYNAMIC HT  -        1328.686 (meters)    4359.20  (feet)  COMP
 SV0489  MODELED GRAV-     980,516.3   (mgal)                       NAVD 88
 SV0489
 SV0489  VERT ORDER  -  SECOND    CLASS 0
 SV0489
 SV0489.The horizontal coordinates were scaled from a topographic map and have
 SV0489.an estimated accuracy of +/- 6 seconds.
 SV0489
 SV0489.The orthometric height was determined by differential leveling
 SV0489.and adjusted by the National Geodetic Survey in June 1991..
 SV0489
 SV0489.The geoid height was determined by GEOID03.
 SV0489
 SV0489.The dynamic height is computed by dividing the NAVD 88
 SV0489.geopotential number by the normal gravity value computed on the
 SV0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0489.degrees latitude (g = 980.6199 gals.).
 SV0489
 SV0489.The modeled gravity was interpolated from observed gravity values.
 SV0489
 SV0489;                    North         East    Units  Estimated Accuracy
 SV0489;SPC ID W     -   676,220.      736,830.      MT  (+/- 180 meters Scaled)
 SV0489
 SV0489                          SUPERSEDED SURVEY CONTROL
 SV0489
 SV0489  NGVD 29 (??/??/92) 1327.554  (m)         4355.48   (f) ADJ UNCH    2 0
 SV0489
 SV0489.Superseded values are not recommended for survey control.
 SV0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0489.See file dsdata.txt to determine how the superseded data were derived.
 SV0489
 SV0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN305885(NAD 83)
 SV0489_MARKER: DB = BENCH MARK DISK
 SV0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0489_STAMPING: E 95 1958
 SV0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0489+STABILITY: SURFACE MOTION
 SV0489
 SV0489  HISTORY     - Date     Condition        Report By
 SV0489  HISTORY     - 1958     MONUMENTED       CGS
 SV0489
 SV0489                          STATION DESCRIPTION
 SV0489
 SV0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0489'14.95 MI NE FROM COEUR DALENE.
 SV0489'1.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT COEUR
 SV0489'DALENE, THENCE 13.65 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD,
 SV0489'0.18 MILE SOUTHWEST OF THE Y JUNCTION OF VISTA ROAD LEADING NORTHWEST,
 SV0489'ON THE OUTSIDE OF A CURVE, AT THE SOUTH END OF A CUT, ON A SLOPE, 29
 SV0489'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AND THE APPROXIMATE
 SV0489'CENTER OF THE CURVE, 3.2 FEET SOUTHWEST OF A WITNESS POST, 1 FOOT
 SV0489'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SV0489'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0174 ***********************************************************************
 TO0174  DESIGNATION -  E 96
 TO0174  PID         -  TO0174
 TO0174  STATE/COUNTY-  ID/SHOSHONE
 TO0174  USGS QUAD   -  PACKSADDLE MOUNTAIN (1996)
 TO0174
 TO0174                         *CURRENT SURVEY CONTROL
 TO0174  ___________________________________________________________________
 TO0174* NAD 83(1986)-  48 03 20.     (N)    116 16 39.     (W)     SCALED    
 TO0174* NAVD 88     -      1579.581  (meters)    5182.34   (feet)  ADJUSTED  
 TO0174  ___________________________________________________________________
 TO0174  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 TO0174  DYNAMIC HT  -        1579.458 (meters)    5181.94  (feet)  COMP
 TO0174  MODELED GRAV-     980,476.4   (mgal)                       NAVD 88
 TO0174
 TO0174  VERT ORDER  -  SECOND    CLASS 0
 TO0174
 TO0174.The horizontal coordinates were scaled from a topographic map and have
 TO0174.an estimated accuracy of +/- 6 seconds.
 TO0174
 TO0174.The orthometric height was determined by differential leveling
 TO0174.and adjusted by the National Geodetic Survey in June 1991..
 TO0174
 TO0174.The geoid height was determined by GEOID03.
 TO0174
 TO0174.The dynamic height is computed by dividing the NAVD 88
 TO0174.geopotential number by the normal gravity value computed on the
 TO0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0174.degrees latitude (g = 980.6199 gals.).
 TO0174
 TO0174.The modeled gravity was interpolated from observed gravity values.
 TO0174
 TO0174;                    North         East    Units  Estimated Accuracy
 TO0174;SPC ID W     -   710,080.      760,680.      MT  (+/- 180 meters Scaled)
 TO0174
 TO0174                          SUPERSEDED SURVEY CONTROL
 TO0174
 TO0174  NGVD 29 (??/??/92) 1578.337  (m)         5178.26   (f) ADJ UNCH    2 0
 TO0174
 TO0174.Superseded values are not recommended for survey control.
 TO0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0174.See file dsdata.txt to determine how the superseded data were derived.
 TO0174
 TO0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP538227(NAD 83)
 TO0174_MARKER: DB = BENCH MARK DISK
 TO0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0174_STAMPING: E 96 1958
 TO0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0174+STABILITY: SURFACE MOTION
 TO0174
 TO0174  HISTORY     - Date     Condition        Report By
 TO0174  HISTORY     - 1958     MONUMENTED       CGS
 TO0174
 TO0174                          STATION DESCRIPTION
 TO0174
 TO0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TO0174'20.05 MI SW FROM CLARK FORK.
 TO0174'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0174'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 6.9 MILES
 TO0174'SOUTHWEST ALONG A DIRT ROAD, THENCE 7.65 MILES NORTHWEST AND SOUTHWEST
 TO0174'ALONG A DIRT ROAD, AT A POINT WHERE GREEN MONARCH DIVIDE TRAIL NO. 69
 TO0174'LEAVES THE ROAD, 27 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 TO0174'70 FEET WEST AND ACROSS THE ROAD FROM THE NORTHWEST ONE OF TWO POST
 TO0174'SUPPORTING A TRAIL SIGN, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT 4
 TO0174'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TO0174'PROJECTING 0.4 FOOT ABOVE THE GROUND.  COPPER NAIL AND WASHER BENCH
 TO0174'MARK AH IS LOCATED 90 FEET SOUTH OF THE ABOVE BENCH MARK, IN THE
 TO0174'SOUTHWEST ROOT OF AN 18-INCH PINE TREE, 13 1/2 FEET SOUTHEAST OF THE
 TO0174'CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT LOWER THAN THE ROAD AND ABOUT
 TO0174'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0094 ***********************************************************************
 NU0094  DESIGNATION -  E 97
 NU0094  PID         -  NU0094
 NU0094  STATE/COUNTY-  ID/BANNOCK
 NU0094  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0094
 NU0094                         *CURRENT SURVEY CONTROL
 NU0094  ___________________________________________________________________
 NU0094* NAD 83(1986)-  42 53 04.     (N)    112 25 54.     (W)     SCALED    
 NU0094* NAVD 88     -      1407.151  (meters)    4616.63   (feet)  ADJUSTED  
 NU0094  ___________________________________________________________________
 NU0094  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 NU0094  DYNAMIC HT  -        1406.348 (meters)    4613.99  (feet)  COMP
 NU0094  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 NU0094
 NU0094  VERT ORDER  -  SECOND    CLASS 0
 NU0094
 NU0094.The horizontal coordinates were scaled from a topographic map and have
 NU0094.an estimated accuracy of +/- 6 seconds.
 NU0094
 NU0094.The orthometric height was determined by differential leveling
 NU0094.and adjusted by the National Geodetic Survey in June 1991..
 NU0094
 NU0094.The geoid height was determined by GEOID03.
 NU0094
 NU0094.The dynamic height is computed by dividing the NAVD 88
 NU0094.geopotential number by the normal gravity value computed on the
 NU0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0094.degrees latitude (g = 980.6199 gals.).
 NU0094
 NU0094.The modeled gravity was interpolated from observed gravity values.
 NU0094
 NU0094;                    North         East    Units  Estimated Accuracy
 NU0094;SPC ID E     -   135,300.      178,350.      MT  (+/- 180 meters Scaled)
 NU0094
 NU0094                          SUPERSEDED SURVEY CONTROL
 NU0094
 NU0094  NGVD 29 (??/??/92) 1406.101  (m)         4613.18   (f) ADJ UNCH    2 0
 NU0094
 NU0094.Superseded values are not recommended for survey control.
 NU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0094.See file dsdata.txt to determine how the superseded data were derived.
 NU0094
 NU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN830489(NAD 83)
 NU0094_MARKER: DB = BENCH MARK DISK
 NU0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0094_STAMPING: E 97 1960
 NU0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0094+STABILITY: SURFACE MOTION
 NU0094
 NU0094  HISTORY     - Date     Condition        Report By
 NU0094  HISTORY     - 1960     MONUMENTED       CGS
 NU0094
 NU0094                          STATION DESCRIPTION
 NU0094
 NU0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0094'0.5 MI N FROM ALAMEDA.
 NU0094'0.3 MILE NORTH ON HYDE AVE. FROM THE GREENACRES SCHOOL IN EAST ALAMEDA
 NU0094'TO AMMON, THENCE 0.1 MILE EAST ON AMMON TO A DIRT ROAD, THENCE 0.1
 NU0094'MILE EAST ON DIRT ROAD TO A FENCE CORNER, 20 FEET NORTH OF THE CENTER
 NU0094'OF THE ROAD, 3.7 FEET NORTHEAST OF A FENCE CORNER, 2.2 FEET SOUTH OF A
 NU0094'METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST
 NU0094'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0855 ***********************************************************************
 NU0855  DESIGNATION -  E 98
 NU0855  PID         -  NU0855
 NU0855  STATE/COUNTY-  ID/CASSIA
 NU0855  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU0855
 NU0855                         *CURRENT SURVEY CONTROL
 NU0855  ___________________________________________________________________
 NU0855* NAD 83(1986)-  42 35 48.     (N)    113 14 56.     (W)     SCALED    
 NU0855* NAVD 88     -      1292.541  (meters)    4240.61   (feet)  ADJUSTED  
 NU0855  ___________________________________________________________________
 NU0855  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 NU0855  DYNAMIC HT  -        1291.794 (meters)    4238.16  (feet)  COMP
 NU0855  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 NU0855
 NU0855  VERT ORDER  -  SECOND    CLASS 0
 NU0855
 NU0855.The horizontal coordinates were scaled from a topographic map and have
 NU0855.an estimated accuracy of +/- 6 seconds.
 NU0855
 NU0855.The orthometric height was determined by differential leveling
 NU0855.and adjusted by the National Geodetic Survey in June 1991..
 NU0855
 NU0855.The geoid height was determined by GEOID03.
 NU0855
 NU0855.The dynamic height is computed by dividing the NAVD 88
 NU0855.geopotential number by the normal gravity value computed on the
 NU0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0855.degrees latitude (g = 980.6199 gals.).
 NU0855
 NU0855.The modeled gravity was interpolated from observed gravity values.
 NU0855
 NU0855;                    North         East    Units  Estimated Accuracy
 NU0855;SPC ID C     -   103,570.      561,640.      MT  (+/- 180 meters Scaled)
 NU0855
 NU0855                          SUPERSEDED SURVEY CONTROL
 NU0855
 NU0855  NGVD 29 (??/??/92) 1291.555  (m)         4237.38   (f) ADJ UNCH    2 0
 NU0855
 NU0855.Superseded values are not recommended for survey control.
 NU0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0855.See file dsdata.txt to determine how the superseded data were derived.
 NU0855
 NU0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN154184(NAD 83)
 NU0855_MARKER: DB = BENCH MARK DISK
 NU0855_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0855_SP_SET: OVERPASS
 NU0855_STAMPING: E 98 1960
 NU0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0855
 NU0855  HISTORY     - Date     Condition        Report By
 NU0855  HISTORY     - 1960     MONUMENTED       CGS
 NU0855  HISTORY     - 1980     MARK NOT FOUND   USGS
 NU0855  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0855
 NU0855                          STATION DESCRIPTION
 NU0855
 NU0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0855'0.5 MI W FROM RAFT RIVER.
 NU0855'0.5 MILE WEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15) FROM THE
 NU0855'RAFT RIVER BRIDGE, IN THE SOUTHWEST CORNER OF THE CONCRETE FLOOR OF
 NU0855'THE EAST BOUND TRAFFIC LANE OF AN OVERPASS, 4 FEET NORTHEAST OF THE
 NU0855'SOUTHWEST CORNER, AND 18.0 FEET SOUTH FROM THE CENTER LINE OF THE
 NU0855'OVERPASS, SET IN A DRILL HOLE.
 NU0855
 NU0855                          STATION RECOVERY (1980)
 NU0855
 NU0855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NU0855'MARK NOT FOUND.
 NU0855
 NU0855                          STATION RECOVERY (1983)
 NU0855
 NU0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0855'NOT RECOVERED.  BRIDGE FLOOR HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0237 ***********************************************************************
 NU0237  DESIGNATION -  E 99
 NU0237  PID         -  NU0237
 NU0237  STATE/COUNTY-  ID/BANNOCK
 NU0237  USGS QUAD   -  ARIMO (1968)
 NU0237
 NU0237                         *CURRENT SURVEY CONTROL
 NU0237  ___________________________________________________________________
 NU0237* NAD 83(1986)-  42 31 49.     (N)    112 10 14.     (W)     SCALED    
 NU0237* NAVD 88     -      1438.196  (meters)    4718.48   (feet)  ADJUSTED  
 NU0237  ___________________________________________________________________
 NU0237  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 NU0237  DYNAMIC HT  -        1437.268 (meters)    4715.44  (feet)  COMP
 NU0237  MODELED GRAV-     979,926.1   (mgal)                       NAVD 88
 NU0237
 NU0237  VERT ORDER  -  SECOND    CLASS 0
 NU0237
 NU0237.The horizontal coordinates were scaled from a topographic map and have
 NU0237.an estimated accuracy of +/- 6 seconds.
 NU0237
 NU0237.The orthometric height was determined by differential leveling
 NU0237.and adjusted by the National Geodetic Survey in June 1991..
 NU0237
 NU0237.The geoid height was determined by GEOID03.
 NU0237
 NU0237.The dynamic height is computed by dividing the NAVD 88
 NU0237.geopotential number by the normal gravity value computed on the
 NU0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0237.degrees latitude (g = 980.6199 gals.).
 NU0237
 NU0237.The modeled gravity was interpolated from observed gravity values.
 NU0237
 NU0237;                    North         East    Units  Estimated Accuracy
 NU0237;SPC ID E     -    95,920.      199,680.      MT  (+/- 180 meters Scaled)
 NU0237
 NU0237                          SUPERSEDED SURVEY CONTROL
 NU0237
 NU0237  NGVD 29 (??/??/92) 1437.110  (m)         4714.92   (f) ADJ UNCH    2 0
 NU0237
 NU0237.Superseded values are not recommended for survey control.
 NU0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0237.See file dsdata.txt to determine how the superseded data were derived.
 NU0237
 NU0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN038093(NAD 83)
 NU0237_MARKER: DB = BENCH MARK DISK
 NU0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0237_STAMPING: E 99 1960
 NU0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0237+STABILITY: SURFACE MOTION
 NU0237
 NU0237  HISTORY     - Date     Condition        Report By
 NU0237  HISTORY     - 1960     MONUMENTED       CGS
 NU0237  HISTORY     - 1968     GOOD             USGS
 NU0237  HISTORY     - 19920726 GOOD             USPSQD
 NU0237
 NU0237                          STATION DESCRIPTION
 NU0237
 NU0237'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NU0237'0.3 MI W FROM ARIMO.
 NU0237'0.3 MILES WEST FROM POST OFFICE AT ARIMO TO T-ROAD, THENCE RIGHT
 NU0237'(NORTH) 0.3 MILES TO PAVED ROAD LEADING TO FREEWAY, 0.2 MILES WEST ON
 NU0237'PAVED ROAD TO EXSIT FOR SOUTH BOUND TRAFFIC ON INTERSTATE 15, THENCE
 NU0237'LEFT (SOUTH) 2.6 MILES SOUTH ON INTERSTATE 15, 100 FEET EAST FROM
 NU0237'CENTERLINE OF NORTH BOUND TRAFFIC LANE.  4 FEET NORTH FROM METAL
 NU0237'WITNESS POST SIGN, SET IN TOP OF CYLINDRICAL CONCRETE MONUMENT
 NU0237'PROJECTING 0.3 FEET ABOVE GROUND AND ABOUT 3.8 FEET LOWER THAN TRAFFIC
 NU0237'LANE.
 NU0237
 NU0237                          STATION RECOVERY (1992)
 NU0237
 NU0237'RECOVERY NOTE BY US POWER SQUADRON 1992 (WLR)
 NU0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0738 ***********************************************************************
 PZ0738  DESIGNATION -  E AND W
 PZ0738  PID         -  PZ0738
 PZ0738  STATE/COUNTY-  ID/LEMHI
 PZ0738  USGS QUAD   -  GOAT MOUNTAIN (1988)
 PZ0738
 PZ0738                         *CURRENT SURVEY CONTROL
 PZ0738  ___________________________________________________________________
 PZ0738* NAD 83(1992)-  44 49 43.73293(N)    113 25 47.61187(W)     ADJUSTED  
 PZ0738* NAVD 88     -      3026.     (meters)    9928.     (feet)  SCALED    
 PZ0738  ___________________________________________________________________
 PZ0738  LAPLACE CORR-           8.91  (seconds)                    DEFLEC99
 PZ0738  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 PZ0738
 PZ0738  HORZ ORDER  -  THIRD
 PZ0738
 PZ0738.The horizontal coordinates were established by classical geodetic methods
 PZ0738.and adjusted by the National Geodetic Survey in July 1992..
 PZ0738
 PZ0738.The orthometric height was scaled from a topographic map.
 PZ0738
 PZ0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0738
 PZ0738.The geoid height was determined by GEOID03.
 PZ0738
 PZ0738;                    North         East     Units Scale Factor Converg.
 PZ0738;SPC ID C     -   351,446.644   545,082.479   MT  0.99997235   +0 24 06.9
 PZ0738;UTM  12      - 4,966,806.518   307,917.492   MT  1.00005372   -1 42 48.9
 PZ0738
 PZ0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0738!SPC ID C     -   0.99952753  x   0.99997235  =   0.99949989
 PZ0738!UTM  12      -   0.99952753  x   1.00005372  =   0.99958122
 PZ0738
 PZ0738:                Primary Azimuth Mark                     Grid Az
 PZ0738:SPC ID C     -  HI RESET                                 243 23 44.1
 PZ0738:UTM  12      -  HI RESET                                 245 30 39.9
 PZ0738
 PZ0738|---------------------------------------------------------------------|
 PZ0738| PID    Reference Object                     Distance      Geod. Az  |
 PZ0738|                                                           dddmmss.s |
 PZ0738| PZ0791 HI RESET                            APPROX.35.6 KM 2434751.0 |
 PZ0738| CN3447 E AND W RM 1                          3.566 METERS 25349     |
 PZ0738|---------------------------------------------------------------------|
 PZ0738
 PZ0738                          SUPERSEDED SURVEY CONTROL
 PZ0738
 PZ0738  NAD 83(1986)-  44 49 43.72936(N)    113 25 47.60824(W) AD(       ) 3
 PZ0738  NAD 27      -  44 49 43.97961(N)    113 25 44.44404(W) AD(       ) 3
 PZ0738
 PZ0738.Superseded values are not recommended for survey control.
 PZ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0738.See file dsdata.txt to determine how the superseded data were derived.
 PZ0738
 PZ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ0791766807(NAD 83)
 PZ0738_MARKER: X = CHISELED CROSS
 PZ0738_SETTING: 80 = SET IN A BOULDER
 PZ0738_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PZ0738
 PZ0738  HISTORY     - Date     Condition        Report By
 PZ0738  HISTORY     - 1915     MONUMENTED       USGS
 PZ0738
 PZ0738                          STATION DESCRIPTION
 PZ0738
 PZ0738'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 PZ0738'LOCATED ABOUT 0.5 MI S. OF 1 A.P. 417M STATE BOUNDARY BETWEEN
 PZ0738'ID-MT.  ON HIGH E.-W. RED, ROCKY RIDGE ON CONTINENTAL DIVIDE ABOUT
 PZ0738'HALFWAY BETWEEN LEMHI AND PITTSBURGH AND GILMORE RR. PASSES ON
 PZ0738'THE DIVIDE.
 PZ0738'
 PZ0738'REACH EASILY FROM LEMHI RIVER ON W. BY GOING UP EIGHTEEN MILE
 PZ0738'CREEK OR FROM NIP AND TUCK CREEK, A TRIBUTARY OF HORSE PRAIRIE
 PZ0738'CREEK ON E.
 PZ0738'
 PZ0738'STATION MARK--CHISELED CROSS ON ROCK UNDER LARGE MONUMENT.
 PZ0738'
 PZ0738'RM 1--CHISELED CROSS ON PERPENDICULAR ROCK BY SMALL ROCK PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1872 ***********************************************************************
 RZ1872  DESIGNATION -  E MOSCOW LOT
 RZ1872  PID         -  RZ1872
 RZ1872  STATE/COUNTY-  ID/LATAH
 RZ1872  USGS QUAD   -  MOSCOW MTN (1994)
 RZ1872
 RZ1872                         *CURRENT SURVEY CONTROL
 RZ1872  ___________________________________________________________________
 RZ1872* NAD 83(1992)-  46 48 15.63705(N)    116 50 21.62640(W)     ADJUSTED  
 RZ1872* NAVD 88     -      1440.2    (meters)    4725.     (feet)  VERTCON   
 RZ1872  ___________________________________________________________________
 RZ1872  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 RZ1872  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 RZ1872
 RZ1872  HORZ ORDER  -  THIRD
 RZ1872
 RZ1872.The horizontal coordinates were established by classical geodetic methods
 RZ1872.and adjusted by the National Geodetic Survey in July 1992..
 RZ1872
 RZ1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1872
 RZ1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1872
 RZ1872.The geoid height was determined by GEOID03.
 RZ1872
 RZ1872;                    North         East     Units Scale Factor Converg.
 RZ1872;SPC ID W     -   571,420.776   716,852.997   MT  1.00001828   -0 47 39.1
 RZ1872;UTM  11      - 5,183,434.430   512,258.734   MT  0.99960185   +0 07 01.6
 RZ1872
 RZ1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1872!SPC ID W     -   0.99977714  x   1.00001828  =   0.99979541
 RZ1872!UTM  11      -   0.99977714  x   0.99960185  =   0.99937908
 RZ1872
 RZ1872                          SUPERSEDED SURVEY CONTROL
 RZ1872
 RZ1872  NAD 83(1986)-  46 48 15.64216(N)    116 50 21.61996(W) AD(       ) 3
 RZ1872  NAD 27      -  46 48 16.03488(N)    116 50 18.02913(W) AD(       ) 3
 RZ1872  NGVD 29 (07/19/86) 1439.0    (m)         4721.     (f) VERT ANG       
 RZ1872
 RZ1872.Superseded values are not recommended for survey control.
 RZ1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1872.See file dsdata.txt to determine how the superseded data were derived.
 RZ1872
 RZ1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM1225983434(NAD 83)
 RZ1872_MARKER: 57 = LOOKOUT TOWER
 RZ1872
 RZ1872  HISTORY     - Date     Condition        Report By
 RZ1872  HISTORY     - 1959     FIRST OBSERVED   USGS
 RZ1872
 RZ1872                          STATION DESCRIPTION
 RZ1872
 RZ1872'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 RZ1872'LOCATED 6.2 MI. (AIRLINE) NW. OF TROY AND 9.2 MI. NE. OF MOSCOW ON THE
 RZ1872'EXTREME E. END OF MOSCOW MTN.
 RZ1872'
 RZ1872'TO REACH FROM MAIN STREET IN MOSCOW, GO E. ON THIRD STREET 5 BLOCKS
 RZ1872'TO POLK STREET, TURN N. ON POLK STREET AND GO 0.3 MI. TO END OF
 RZ1872'STREET, TURN RIGHT AND GO 0.6 MI., TURN LEFT AND GO 1.7 MI., TURN
 RZ1872'RIGHT AND GO 2.8 MI., TURN LEFT (COUNTY RD. TO PRINCETON) AND GO 1.8
 RZ1872'MI. TO Y-RD., TAKE RIGHT FORK FOR 0.95 MI. TO Y-RD., TAKE LEFT FORK
 RZ1872'(UPHILL) FOR 1.7 MI. TO A Y-RD., TAKE RIGHT FORK FOR 0.35 MI. TO A
 RZ1872'Y-RD., TAKE RIGHT FORK FOR 2.25 MI. TO A Y-RD., TAKE LEFT FORK FOR
 RZ1872'0.1 MI. TO SIDE RD. RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.35 MI. TO
 RZ1872'Y-RD., TAKE RIGHT FORK PER SIGN --PICNIC AREA - MOSCOW MTN LO-- FOR
 RZ1872'0.7 MI. TO TOP AND STATION.
 RZ1872'
 RZ1872'STATION MARK--CENTERLINE OF THE LOOKOUT CABIN ON STEEL TOWER.
 RZ1872'
 RZ1872'REFERENCE MARKS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1191 ***********************************************************************
 NV1191  DESIGNATION -  EAGLE
 NV1191  PID         -  NV1191
 NV1191  STATE/COUNTY-  ID/OWYHEE
 NV1191  USGS QUAD   -  PENCE BUTTE (1992)
 NV1191
 NV1191                         *CURRENT SURVEY CONTROL
 NV1191  ___________________________________________________________________
 NV1191* NAD 83(1992)-  42 45 55.35320(N)    115 34 43.52964(W)     ADJUSTED  
 NV1191* NAVD 88     -      1133.1    (meters)    3718.     (feet)  VERTCON   
 NV1191  ___________________________________________________________________
 NV1191  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 NV1191  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 NV1191
 NV1191  HORZ ORDER  -  SECOND
 NV1191
 NV1191.The horizontal coordinates were established by classical geodetic methods
 NV1191.and adjusted by the National Geodetic Survey in July 1992..
 NV1191
 NV1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1191
 NV1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1191
 NV1191.The geoid height was determined by GEOID03.
 NV1191
 NV1191;                    North         East     Units Scale Factor Converg.
 NV1191;SPC ID W     -   122,047.941   814,015.297   MT  0.99993575   +0 06 58.6
 NV1191;UTM  11      - 4,735,740.100   616,283.818   MT  0.99976636   +0 57 54.5
 NV1191
 NV1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1191!SPC ID W     -   0.99982491  x   0.99993575  =   0.99976067
 NV1191!UTM  11      -   0.99982491  x   0.99976636  =   0.99959131
 NV1191
 NV1191|---------------------------------------------------------------------|
 NV1191| PID    Reference Object                     Distance      Geod. Az  |
 NV1191|                                                           dddmmss.s |
 NV1191| CD5017 EAGLE RM 1                            9.446 METERS 02659     |
 NV1191| CD5016 EAGLE AZ MK                                        1574808.6 |
 NV1191| NV1201 HOT                                 APPROX.19.1 KM 2601958.3 |
 NV1191| CD5018 EAGLE RM 2                            8.410 METERS 30025     |
 NV1191|---------------------------------------------------------------------|
 NV1191
 NV1191                          SUPERSEDED SURVEY CONTROL
 NV1191
 NV1191  NAD 83(1986)-  42 45 55.35633(N)    115 34 43.53307(W) AD(       ) 2
 NV1191  NAD 27      -  42 45 55.73350(N)    115 34 40.27540(W) AD(       ) 2
 NV1191  NGVD 29 (01/23/89) 1132.2    (m)         3715.     (f) VERT ANG       
 NV1191
 NV1191.Superseded values are not recommended for survey control.
 NV1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1191.See file dsdata.txt to determine how the superseded data were derived.
 NV1191
 NV1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1628435740(NAD 83)
 NV1191_MARKER: DD = SURVEY DISK
 NV1191_SETTING: 80 = SET IN A BOULDER
 NV1191_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NV1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1191
 NV1191  HISTORY     - Date     Condition        Report By
 NV1191  HISTORY     - 1959     MONUMENTED       USGS
 NV1191  HISTORY     - 1959     GOOD             CGS
 NV1191  HISTORY     - 1974     GOOD             USGS
 NV1191
 NV1191                          STATION DESCRIPTION
 NV1191
 NV1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 NV1191'THE STATION IS LOCATED (AIRLINE) ABOUT 13.5 MILES SOUTHEAST
 NV1191'OF HAMMETT AND 16.0 MILES SOUTHWEST OF GLENNS FERRY.  ON A
 NV1191'HIGH PROMINENT BUTTE KNOWN AS PENCE BUTTE AND ON THE NORTHERN
 NV1191'SIDE OF AN ARTILLERY RANGE.
 NV1191'
 NV1191'TO REACH THE STATION FROM THE POST OFFICE IN BRUNEAU, GO 0.1
 NV1191'MILE SOUTHEAST TO JUNCTION OF STATE HIGHWAY 51.  TURN LEFT,
 NV1191'NORTHEAST, 0.1 MILE TO GRAVEL SIDE ROAD RIGHT JUST AFTER CROSSING
 NV1191'IRRIGATION DITCH.  TURN RIGHT, NORTHEAST, 0.05 MILE TO A FORK,
 NV1191'TAKE RIGHT FORK (MAIN TRAVELED ROAD), SOUTHEAST, 7.5 MILES
 NV1191'TO A SIDE ROAD RIGHT TO HOT SPRINGS JUST AFTER PASSING OLD
 NV1191'SCHOOL HOUSE ON THE RIGHT, CONTINUE STRAIGHT AHEAD 0.5 MILE
 NV1191'TO A FORK, KEEP THE LEFT FORK (MAIN TRAVELED ROAD) 5.0 MILES
 NV1191'TO A FORK AND SIGN CANYON VIEW, KEEP THE LEFT FORK AND
 NV1191'CONTINUE ON GRAVEL ROAD 3.5 MILES TO A FORK.  TURN LEFT,
 NV1191'NORTH, 0.25 MILES TO AN ARTILLERY RANGE TOWER AND BARRACKS, GO
 NV1191'BETWEEN THE BARRACKS AND TOWER, CONTINUE 1.55 MILES NORTH TO
 NV1191'ANOTHER TOWER.  TURN LEFT, NORTHWEST, 0.1 MILE TO A
 NV1191'CROSSROADS.  TURN RIGHT, NORTH, ON TRACK ROAD 0.65 MILE TO
 NV1191'THE FAR EDGE OF A CLEARED OR PLOWED STRIP.  TURN LEFT,
 NV1191'NORTHWEST, 0.2 MILE ALONG STRIP TO WHERE A TRACK ROAD
 NV1191'ENTERS ON THE RIGHT AND AZIMUTH MARK.  TURN RIGHT, NORTH, 0.15
 NV1191'MILE TO THE TOP OF A RIDGE.  TURN RIGHT AND FOLLOW A TRACK
 NV1191'ROAD THROUGH THE SAGE BRUSH FOR 0.2 MILE TO A T-ROAD
 NV1191'JUNCTION.  TURN RIGHT, NORTH, 1.0 MILE ON TRACK ROAD TO A
 NV1191'CROSSROADS AT A POST ON THE RIGHT.  TURN LEFT, NORTHWEST, 0.3
 NV1191'MILE UP DIM TRACK ROAD TO THE SUMMIT OF THE BUTTE AND STATION
 NV1191'NEAR ITS WESTERN END.
 NV1191'
 NV1191'STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY TABLET STAMPED
 NV1191'EAGLE 1946 IS 10 FEET N OF A WITNESS POST.  IT IS CEMENTED
 NV1191'IN A DRILL HOLE OF AN OUTCROP BOULDER WHICH IS ABOUT 2-1/2
 NV1191'FEET SQUARE AND PROJECTS ABOUT 1 FOOT ABOVE GROUND.
 NV1191'
 NV1191'REFERENCE MARK 1, A STANDARD U.S. GEOLOGICAL SURVEY TABLET
 NV1191'STAMPED NO. 1 EAGLE IS ABOUT 1 FOOT LOWER THAN THE STATION.
 NV1191'IT IS CEMENTED IN A DRILL HOLE OF AN OUTCROP BOULDER WHICH
 NV1191'IS ABOUT 1 FOOT SQUARE AND FLUSH WITH THE GROUND.
 NV1191'
 NV1191'AZIMUTH MARK, A STANDARD DISK STAMPED EAGLE (USGS) 1959 IS
 NV1191'17.0 FEET WEST OF CENTER LINE OF TRACK ROAD.  IT IS SET IN A
 NV1191'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 NV1191'ABOVE GROUND.
 NV1191'
 NV1191'REFERENCE MARK 2, A STANDARD U.S. GEOLOGICAL SURVEY TABLET
 NV1191'EAGLE NO. 2 IS CEMENTED IN A DRILL HOLE IN A BOULDER 1 FOOT BY
 NV1191'1-1/2 FEET AND PROJECTING ABOUT 3 INCHES ABOVE GROUND.  IT IS
 NV1191'ABOUT 1 FOOT LOWER THAN THE STATION.
 NV1191
 NV1191                          STATION RECOVERY (1974)
 NV1191
 NV1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV1191'RECOVERED.  ALL MARKS IN GOOD CONDITION.  STATION MARK WAS
 NV1191'REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.  NEW DESCRIPTION
 NV1191'FOLLOWS
 NV1191'
 NV1191'LOCATED ABOUT 19.5 MI. SW. OF GLENNS FERRY, 14 MI. SW. OF HAMMETT, 14
 NV1191'MI. SE. OF BRUNEAU ON TOP OF A LOW PROMINENT HILL CALLED PENCE BUTTE.
 NV1191'
 NV1191'STATION MARK--A STANDARD U.S. GEOLOGICAL SURVEY TABLET STAMPED
 NV1191'---EAGLE 1946---, IS 10 FT. N. OF A WITNESS POST.  IT IS CEMENTED
 NV1191'IN A DRILL HOLE OF AN OUTCROP BOULDER WHICH IS ABOUT 2-1/2 FT.
 NV1191'SQUARE AND PROJECTS ABOUT 1 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1816 ***********************************************************************
 RZ1816  DESIGNATION -  EAGLE
 RZ1816  PID         -  RZ1816
 RZ1816  STATE/COUNTY-  ID/NEZ PERCE
 RZ1816  USGS QUAD   -  HOOVER POINT (1967)
 RZ1816
 RZ1816                         *CURRENT SURVEY CONTROL
 RZ1816  ___________________________________________________________________
 RZ1816* NAD 83(1992)-  46 02 46.92699(N)    116 43 35.89903(W)     ADJUSTED  
 RZ1816* NAVD 88     -      1370.7    (meters)    4497.     (feet)  VERTCON   
 RZ1816  ___________________________________________________________________
 RZ1816  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 RZ1816  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 RZ1816
 RZ1816  HORZ ORDER  -  SECOND
 RZ1816
 RZ1816.The horizontal coordinates were established by classical geodetic methods
 RZ1816.and adjusted by the National Geodetic Survey in July 1992..
 RZ1816
 RZ1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1816
 RZ1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1816
 RZ1816.The geoid height was determined by GEOID03.
 RZ1816
 RZ1816;                    North         East     Units Scale Factor Converg.
 RZ1816;SPC ID W     -   487,057.688   724,414.738   MT  1.00000354   -0 42 11.2
 RZ1816;UTM  11      - 5,099,235.704   521,149.313   MT  0.99960550   +0 11 48.5
 RZ1816
 RZ1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1816!SPC ID W     -   0.99978780  x   1.00000354  =   0.99979134
 RZ1816!UTM  11      -   0.99978780  x   0.99960550  =   0.99939338
 RZ1816
 RZ1816|---------------------------------------------------------------------|
 RZ1816| PID    Reference Object                     Distance      Geod. Az  |
 RZ1816|                                                           dddmmss.s |
 RZ1816| CH7270 EAGLE RM 2                            3.845 METERS 25709     |
 RZ1816| CH7269 EAGLE RM 1                            4.995 METERS 30206     |
 RZ1816| CH7268 EAGLE AZ MK                                        3044230.7 |
 RZ1816|---------------------------------------------------------------------|
 RZ1816
 RZ1816                          SUPERSEDED SURVEY CONTROL
 RZ1816
 RZ1816  NAD 83(1986)-  46 02 46.92888(N)    116 43 35.89660(W) AD(       ) 2
 RZ1816  NAD 27      -  46 02 47.38690(N)    116 43 32.36638(W) AD(       ) 2
 RZ1816  NGVD 29 (07/19/86) 1369.6    (m)         4493.     (f) VERT ANG       
 RZ1816
 RZ1816.Superseded values are not recommended for survey control.
 RZ1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1816.See file dsdata.txt to determine how the superseded data were derived.
 RZ1816
 RZ1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2114999236(NAD 83)
 RZ1816_MARKER: Z = SEE DESCRIPTION
 RZ1816_SETTING: 0 = UNSPECIFIED SETTING
 RZ1816
 RZ1816  HISTORY     - Date     Condition        Report By
 RZ1816  HISTORY     - 1945     MONUMENTED       CGS
 RZ1816  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RZ1816
 RZ1816                          STATION DESCRIPTION
 RZ1816
 RZ1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RZ1816'THE STATION IS LOCATED 16 MILES, AIRLINE, W OF COTTONWOOD,
 RZ1816'26 MILES, AIRLINE, SW OF WINCHESTER, ON A GRASSY KNOLL OF A
 RZ1816'RIDGE LYING BETWEEN EAGLE AND CHINA CREEKS, AT THE S END OF
 RZ1816'A MOUND OF OUTCROPPING BEDROCK, 35 FEET IN LENGTH AND 12 FEET
 RZ1816'IN WIDTH.
 RZ1816'
 RZ1816'STATION MARK IS A BRONZE STATION DISK IN OUTCROPPING BEDROCK
 RZ1816'STAMPED EAGLE 1945 AND PROJECTS APPROXIMATELY 2 FEET.
 RZ1816'
 RZ1816'REFERENCE MARK 1 IS NW OF THE STATION, AT THE NE EDGE OF THE
 RZ1816'MOUND, AND 1 FOOT BELOW STATION ELEVATION.  IT IS A BRONZE
 RZ1816'REFERENCE DISK IN OUTCROPPING BEDROCK STAMPED EAGLE NO 1 1945
 RZ1816'AND PROJECTS 1 FOOT.
 RZ1816'
 RZ1816'REFERENCE MARK 2 IS W OF THE STATION, AT THE W EDGE OF THE
 RZ1816'MOUND.  IT IS A BRONZE REFERENCE DISK IN OUTCROPPING BEDROCK
 RZ1816'STAMPED EAGLE NO 2 1945 AND IS FLUSH WITH THE GROUND.
 RZ1816'
 RZ1816'THE AZIMUTH MARK IS 1 MILE, AIRLINE, NW OF THE STATION, 17 FEET
 RZ1816'SE OF A LONE PINE TREE BEARING A TRIANGULAR BLAZE.  IT IS A
 RZ1816'BRONZE AZIMUTH DISK IN OUTCROPPING BEDROCK STAMPED EAGLE 1945
 RZ1816'AND PROJECTS 4 INCHES.
 RZ1816'
 RZ1816'TO REACH THE STATION FROM THE T-INTERSECTION IN FOREST, GO
 RZ1816'W FOR 1.2 MILES TO A LABOR CAMP AND A ROAD FORKS, TAKE THE
 RZ1816'RIGHT FORK AND GO 1.2 MILES TO A RESERVOIR.  CONTINUE ON THE
 RZ1816'MAIN TRAVELED ROAD AROUND THE RESERVOIR FOR 5.8 MILES TO A
 RZ1816'SAWMILL SITE AND A CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR
 RZ1816'0.2 MILE TO A ROAD FORKS AND A SIGN ON A TREE DEER CREEK SAW
 RZ1816'MILL 5.  TAKE THE LEFT FORK AND GO 2.3 MILES TO A
 RZ1816'T-INTERSECTION.  TURN RIGHT AND GO 1.45 MILES TO ANOTHER
 RZ1816'T-INTERSECTION.  TURN RIGHT AND GO 1.65 MILES TO A ROAD
 RZ1816'FORKS AND A SIGN ON A TREE COMEGYS, KNOTHOLE LUMBER CO.,
 RZ1816'AND EAGLE CR. SAWMILL.  CONTINUE STRAIGHT AHEAD FOR 1.6 MILES
 RZ1816'TO THE EAGLE CR. SAWMILL ON THE RIGHT.  CONTINUE STRAIGHT
 RZ1816'AHEAD FOR 0.2 MILE TO A CLEARING AND THREE CABINS TO THE
 RZ1816'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORKS.
 RZ1816'TAKE THE RIGHT FORK AND GO 0.9 MILE TO ANOTHER FORKS.
 RZ1816'TAKE THE RIGHT FORK AND GO 0.3 MILE TO AN OLD SHACK TO THE
 RZ1816'LEFT.  CONTINUE ON THE MAIN ROAD FOR 0.1 MILE TO A FORKS,
 RZ1816'TAKE THE RIGHT FORK AND GO 0.8 MILE, TURN RIGHT BETWEEN
 RZ1816'TWO CABINS AND GO 0.4 MILE TO A CABIN ON THE RIGHT.
 RZ1816'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORKS, TAKE THE RIGHT
 RZ1816'FORK AND GO 1.0 MILE TO A WIRE GATE, PASS THROUGH THE GATE AND
 RZ1816'CONTINUE FOR 0.2 MILE TO CORRALS AND A CABIN, BEAR LEFT TOWARDS
 RZ1816'TWO SETS OF TWIN PINE TREES.  BEAR LEFT ON DIM ROAD AND GO 0.45
 RZ1816'MILE TO A WIRE GATE, PASS THROUGH THE GATE AND CONTINUE ACROSS
 RZ1816'A DRAW FOR 0.2 MILE TO A TREE BEARING A TRIANGULAR BLAZE.  TURN
 RZ1816'RIGHT AND GO 0.2 MILE TO A WIRE GATE BETWEEN TWO PINE TREES,
 RZ1816'PASS THROUGH GATE AND CONTINUE S FOR 0.9 MILE TO THE END OF
 RZ1816'TRUCK TRAVEL AND A LARGE LONE PINE TREE AND THE AZIMUTH MARK.
 RZ1816'FROM THIS POINT FOLLOW A WELL DEFINED TRAIL S FOR ABOUT 1
 RZ1816'MILE TO THE ROCK MOUND AND THE STATION AS DESCRIBED.
 RZ1816'
 RZ1816'HEIGHT OF LIGHT ABOVE STATION MARK - 0.
 RZ1816
 RZ1816                          STATION RECOVERY (1958)
 RZ1816
 RZ1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RHG)
 RZ1816'RECOVERED AS DESCRIBED AND WASHINGTON WATER POWER CO. IS
 RZ1816'CONSTRUCTING 230 K.V. LINE AND ACCESS ROAD PAST THIS POINT FROM
 RZ1816'LEWISTON, IDAHO TO MTN. SHEEP DAMSITE.  TRIPOD WAS FOUND AND
 RZ1816'PLACED OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1517 ***********************************************************************
 SV1517  DESIGNATION -  EAGLE
 SV1517  PID         -  SV1517
 SV1517  STATE/COUNTY-  ID/KOOTENAI
 SV1517  USGS QUAD   -  ROCHAT PEAK (1996)
 SV1517
 SV1517                         *CURRENT SURVEY CONTROL
 SV1517  ___________________________________________________________________
 SV1517* NAD 83(1992)-  47 26 49.66949(N)    116 29 50.13915(W)     ADJUSTED  
 SV1517* NAVD 88     -      1585.92   (+/-2cm)    5203.1    (feet)  VERTCON   
 SV1517  ___________________________________________________________________
 SV1517  LAPLACE CORR-           8.71  (seconds)                    DEFLEC99
 SV1517  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 SV1517
 SV1517  HORZ ORDER  -  THIRD
 SV1517  VERT ORDER  -  THIRD ? (See Below)
 SV1517
 SV1517.The horizontal coordinates were established by classical geodetic methods
 SV1517.and adjusted by the National Geodetic Survey in July 1992..
 SV1517
 SV1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1517.The vertical order pertains to the NGVD 29 superseded value.
 SV1517
 SV1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1517
 SV1517.The geoid height was determined by GEOID03.
 SV1517
 SV1517;                    North         East     Units Scale Factor Converg.
 SV1517;SPC ID W     -   642,571.189   743,646.094   MT  0.99997235   -0 33 01.8
 SV1517;UTM  11      - 5,254,976.532   537,900.962   MT  0.99961765   +0 22 13.3
 SV1517
 SV1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1517!SPC ID W     -   0.99975415  x   0.99997235  =   0.99972651
 SV1517!UTM  11      -   0.99975415  x   0.99961765  =   0.99937190
 SV1517
 SV1517|---------------------------------------------------------------------|
 SV1517| PID    Reference Object                     Distance      Geod. Az  |
 SV1517|                                                           dddmmss.s |
 SV1517| CH7277 EAGLE RM 2                            4.440 METERS 04638     |
 SV1517| SV1519 LONE TREE                           APPROX. 7.2 KM 2262949.0 |
 SV1517| CH7276 EAGLE RM 1                            1.970 METERS 25813     |
 SV1517|---------------------------------------------------------------------|
 SV1517
 SV1517                          SUPERSEDED SURVEY CONTROL
 SV1517
 SV1517  NAD 83(1986)-  47 26 49.67294(N)    116 29 50.13134(W) AD(       ) 3
 SV1517  NAD 27      -  47 26 49.98440(N)    116 29 46.50793(W) AD(       ) 3
 SV1517  NGVD 29 (07/19/86) 1584.74   (m)         5199.3    (f) LEVELING    3  
 SV1517
 SV1517.Superseded values are not recommended for survey control.
 SV1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1517.See file dsdata.txt to determine how the superseded data were derived.
 SV1517
 SV1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3790154977(NAD 83)
 SV1517_MARKER: DD = SURVEY DISK
 SV1517_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SV1517
 SV1517  HISTORY     - Date     Condition        Report By
 SV1517  HISTORY     - 1949     MONUMENTED       USGS
 SV1517  HISTORY     - 1956     GOOD             USGS
 SV1517
 SV1517                          STATION DESCRIPTION
 SV1517
 SV1517'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 SV1517'LOCATED ABOUT 12.5 MI SW. OF KINGSTON RANGER STATION, 5.0 MI SE.
 SV1517'OF CAVE LAKE.  ON HIGHEST POINT OF LONG TIMBERED RIDGE.
 SV1517'
 SV1517'TO REACH FROM GENERAL STORE IN DUDLEY, DRIVE 1.0 MI S. AND W. TO
 SV1517'RD. FORKS.  TAKE LEFT FORK 1.7 MI S. TO RD. INTERSECTION ON TOP OF
 SV1517'RIDGE.  TURN RIGHT 0.7 MI TO RD. FORKS.  TAKE LEFT FORK 1.0 MI TO
 SV1517'RD. FORKS.  TAKE RIGHT FORK 4.6 MI TO EAGLE LOT AND STATION.
 SV1517'
 SV1517'STATION MARK--STANDARD TABLET STAMPED---EAGLE 1949 5199---, IN
 SV1517'CONCRETE POST DIRECTLY UNDER CENTER OF LOT.
 SV1517'
 SV1517'RM 1--STANDARD RM TABLET STAMPED---NO 1---, CEMENTED IN CONCRETE
 SV1517'STEP OF LOT.
 SV1517'
 SV1517'RM 2--STANDARD RM TABLET STAMPED---NO 2---, CEMENTED IN CONCRETE
 SV1517'POST AT NORTHEAST CORNER OF LOT.
 SV1517
 SV1517                          STATION RECOVERY (1956)
 SV1517
 SV1517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SV1517'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0321 ***********************************************************************
 RA0321  DESIGNATION -  EAGLE BAR
 RA0321  PID         -  RA0321
 RA0321  STATE/COUNTY-  ID/ADAMS
 RA0321  USGS QUAD   -  WHITE MONUMENT (1990)
 RA0321
 RA0321                         *CURRENT SURVEY CONTROL
 RA0321  ___________________________________________________________________
 RA0321* NAD 83(1992)-  45 13 07.91606(N)    116 42 29.97354(W)     ADJUSTED  
 RA0321* NAVD 88     -       511.440  (meters)    1677.95   (feet)  ADJUSTED  
 RA0321  ___________________________________________________________________
 RA0321  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 RA0321  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 RA0321  DYNAMIC HT  -         511.306 (meters)    1677.51  (feet)  COMP
 RA0321  MODELED GRAV-     980,341.4   (mgal)                       NAVD 88
 RA0321
 RA0321  HORZ ORDER  -  SECOND
 RA0321  VERT ORDER  -  SECOND    CLASS 0
 RA0321
 RA0321.The horizontal coordinates were established by classical geodetic methods
 RA0321.and adjusted by the National Geodetic Survey in July 1992..
 RA0321
 RA0321.The orthometric height was determined by differential leveling
 RA0321.and adjusted by the National Geodetic Survey in June 1991..
 RA0321
 RA0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0321
 RA0321.The geoid height was determined by GEOID03.
 RA0321
 RA0321.The dynamic height is computed by dividing the NAVD 88
 RA0321.geopotential number by the normal gravity value computed on the
 RA0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0321.degrees latitude (g = 980.6199 gals.).
 RA0321
 RA0321.The modeled gravity was interpolated from observed gravity values.
 RA0321
 RA0321;                    North         East     Units Scale Factor Converg.
 RA0321;SPC ID W     -   395,074.740   724,732.291   MT  1.00000297   -0 40 48.9
 RA0321;SPC OR N     -   179,469.119 2,797,680.539   MT  0.99989496   +2 41 20.4
 RA0321;SPC OR N     -   588,809.45  9,178,741.93   iFT  0.99989496   +2 41 20.4
 RA0321;UTM  11      - 5,007,305.433   522,900.686   MT  0.99960645   +0 12 25.3
 RA0321
 RA0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0321!SPC ID W     -   0.99992224  x   1.00000297  =   0.99992521
 RA0321!SPC OR N     -   0.99992224  x   0.99989496  =   0.99981721
 RA0321!UTM  11      -   0.99992224  x   0.99960645  =   0.99952872
 RA0321
 RA0321|---------------------------------------------------------------------|
 RA0321| PID    Reference Object                     Distance      Geod. Az  |
 RA0321|                                                           dddmmss.s |
 RA0321| CH7272 EAGLE BAR RM 1                       14.308 METERS 00348     |
 RA0321| CH7273 EAGLE BAR RM 2                        6.618 METERS 02536     |
 RA0321| CH7271 EAGLE BAR AZ MK                                    1864446.4 |
 RA0321|---------------------------------------------------------------------|
 RA0321
 RA0321                          SUPERSEDED SURVEY CONTROL
 RA0321
 RA0321  NAD 83(1991)-  45 13 07.91616(N)    116 42 29.97234(W) AD(       ) 2
 RA0321  NAD 83(1986)-  45 13 07.91746(N)    116 42 29.97170(W) AD(       ) 2
 RA0321  NAD 27      -  45 13 08.34801(N)    116 42 26.45236(W) AD(       ) 2
 RA0321  NGVD 29 (??/??/92)  510.372  (m)         1674.45   (f) ADJ UNCH    2 0
 RA0321
 RA0321.Superseded values are not recommended for survey control.
 RA0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0321.See file dsdata.txt to determine how the superseded data were derived.
 RA0321
 RA0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2290107305(NAD 83)
 RA0321_MARKER: DR = REFERENCE MARK DISK
 RA0321_SETTING: 66 = SET IN ROCK OUTCROP
 RA0321_SP_SET: ROCK POINT
 RA0321_STAMPING: EAGLE BAR 1941
 RA0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0321+STABILITY: POSITION/ELEVATION WELL
 RA0321
 RA0321  HISTORY     - Date     Condition        Report By
 RA0321  HISTORY     - 1945     MONUMENTED       USE
 RA0321  HISTORY     - 1946     GOOD             NGS
 RA0321
 RA0321                          STATION DESCRIPTION
 RA0321
 RA0321'DESCRIBED BY US ENGINEERS 1945 (JTJ)
 RA0321'THE STATION IS LOCATED ON A LARGE ROCKY BLUFF ABOVE THE E BANK OF
 RA0321'THE SNAKE RIVER, ON THE PROPERTY OF THE RED LEDGE MINE, ABOUT 16
 RA0321'MILES N OF HOMESTEAD, OREGON, AND IS ABOUT 10 FEET NW OF THE NW
 RA0321'CORNER OF THE MESS HALL.
 RA0321'
 RA0321'THE STATION MARK IS A BRONZE STATION DISK OF THE U.S. ARMY
 RA0321'ENGINEERS AND IS STAMPED EAGLE BAR 1941.  THE MARK IS SET IN A
 RA0321'DRILL HOLE IN A LARGE BOULDER.
 RA0321'
 RA0321'TO REACH FROM HOMESTEAD, OREGON, GO N FOR 2.1 MILES TO THE SNAKE
 RA0321'RIVER BRIDGE, CROSS BRIDGE AND GO 0.1 MILE TO A FORK.  TAKE LEFT
 RA0321'FORK N FOR 7.7 MILES TO A LOCKED GATE AND A GROUP OF BUILDINGS
 RA0321'(OBTAIN KEY FROM CARETAKER AT BUILDINGS), CONTINUE ON ROAD ALONG
 RA0321'THE SNAKE RIVER FOR 7.0 MILES TO THE BUILDINGS OF THE RED LEDGE
 RA0321'MINE AND STATION.
 RA0321'
 RA0321'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 RA0321'HOLE IN BEDROCK.  IT IS STAMPED EAGLE BAR USE NO 1 1945.
 RA0321'
 RA0321'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 RA0321'HOLE IN BEDROCK.  IT IS STAMPED EAGLE BAR USE NO 2 1945.
 RA0321'
 RA0321'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL
 RA0321'HOLE IN BEDROCK, ABOUT 50 FEET W OF THE ROAD, AND ABOUT 0.15 MILE
 RA0321'S OF THE STATION.  IT IS STAMPED EAGLE BAR USE 1945.
 RA0321
 RA0321                          STATION RECOVERY (1946)
 RA0321
 RA0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 RA0321'16.35 MI NE FROM HOMESTEAD, OR.
 RA0321'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0321'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0321'LEDGE MINE ROAD, THENCE 14.15 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0321'ROAD, TRIANGULATION STATION IS ON A ROCK POINT AT THE RED LEDGE MINE
 RA0321'HEADQUARTERS AT EAGLE BAR, 11.5 FEET WEST OF THE NORTHWEST CORNER OF
 RA0321'THE STONE AND CONCRETE FOUNDATION OF THE MESS HALL, 46.9 FEET SOUTH OF
 RA0321'REFERENCE MARK USE EAGLE BAR NO 1 1945, 21.6 FEET SOUTH SOUTHWEST OF
 RA0321'REFERENCE MARK USE EAGLE BAR NO 2 1945, U.S. ARMY ENGINEERS
 RA0321'TRIANGULATION STATION BRONZE DISK SET IN TOP OF A ROCK POINT. NOTE--
 RA0321'THIS MARK WAS ALSO USED FOR A TRIANGULATION STATION BY THE U.S. COAST
 RA0321'AND GEODETIC SURVEY IN 1945 AND THE REFERENCE MARKS WERE SET BY THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0322 ***********************************************************************
 RA0322  DESIGNATION -  EAGLE BAR RM 1
 RA0322  PID         -  RA0322
 RA0322  STATE/COUNTY-  ID/ADAMS
 RA0322  USGS QUAD   -  WHITE MONUMENT (1990)
 RA0322
 RA0322                         *CURRENT SURVEY CONTROL
 RA0322  ___________________________________________________________________
 RA0322* NAD 83(1986)-  45 13 09.     (N)    116 42 30.     (W)     SCALED    
 RA0322* NAVD 88     -       510.723  (meters)    1675.60   (feet)  ADJUSTED  
 RA0322  ___________________________________________________________________
 RA0322  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 RA0322  DYNAMIC HT  -         510.588 (meters)    1675.15  (feet)  COMP
 RA0322  MODELED GRAV-     980,339.6   (mgal)                       NAVD 88
 RA0322
 RA0322  VERT ORDER  -  SECOND    CLASS 0
 RA0322
 RA0322.The horizontal coordinates were scaled from a topographic map and have
 RA0322.an estimated accuracy of +/- 6 seconds.
 RA0322
 RA0322.The orthometric height was determined by differential leveling
 RA0322.and adjusted by the National Geodetic Survey in June 1991..
 RA0322
 RA0322.The geoid height was determined by GEOID03.
 RA0322
 RA0322.The dynamic height is computed by dividing the NAVD 88
 RA0322.geopotential number by the normal gravity value computed on the
 RA0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0322.degrees latitude (g = 980.6199 gals.).
 RA0322
 RA0322.The modeled gravity was interpolated from observed gravity values.
 RA0322
 RA0322;                    North         East    Units  Estimated Accuracy
 RA0322;SPC ID W     -   395,110.      724,730.      MT  (+/- 180 meters Scaled)
 RA0322
 RA0322                          SUPERSEDED SURVEY CONTROL
 RA0322
 RA0322  NGVD 29 (??/??/92)  509.654  (m)         1672.09   (f) ADJ UNCH    2 0
 RA0322
 RA0322.Superseded values are not recommended for survey control.
 RA0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0322.See file dsdata.txt to determine how the superseded data were derived.
 RA0322
 RA0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL229073(NAD 83)
 RA0322_MARKER: DR = REFERENCE MARK DISK
 RA0322_SETTING: 80 = SET IN A BOULDER
 RA0322_SP_SET: BOULDER
 RA0322_STAMPING: EAGLE BAR USE NO 1 1945
 RA0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0322+STABILITY: SURFACE MOTION
 RA0322
 RA0322  HISTORY     - Date     Condition        Report By
 RA0322  HISTORY     - 1945     MONUMENTED       CGS
 RA0322  HISTORY     - 1946     GOOD             NGS
 RA0322
 RA0322                          STATION DESCRIPTION
 RA0322
 RA0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0322'16.35 MI N FROM HOMESTEAD, OR.
 RA0322'ABOUT 16.35 MILES NORTH ALONG THE HOMESTEAD-REDLEDGE ROAD FROM THE
 RA0322'POST OFFICE AT HOMESTEAD, ON THE EAST BANK OF THE SNAKE RIVER, AT
 RA0322'EAGLE BAR, ABOUT 54 FEET NORTH OF THE NORTHWEST CORNER OF A LARGE
 RA0322'MINERS BUNK HOUSE, A STANDARD REFERENCE DISK SET IN TOP OF A LARGE
 RA0322'BOULDER WHICH PROJECTS OUT OVER THE RIVER AND IS ABOUT 100 FEET ABOVE
 RA0322'THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0323 ***********************************************************************
 RA0323  DESIGNATION -  EAGLE BAR RM 2
 RA0323  PID         -  RA0323
 RA0323  STATE/COUNTY-  ID/ADAMS
 RA0323  USGS QUAD   -  WHITE MONUMENT (1990)
 RA0323
 RA0323                         *CURRENT SURVEY CONTROL
 RA0323  ___________________________________________________________________
 RA0323* NAD 83(1986)-  45 13 09.     (N)    116 42 29.     (W)     SCALED    
 RA0323* NAVD 88     -       510.644  (meters)    1675.34   (feet)  ADJUSTED  
 RA0323  ___________________________________________________________________
 RA0323  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 RA0323  DYNAMIC HT  -         510.509 (meters)    1674.89  (feet)  COMP
 RA0323  MODELED GRAV-     980,339.3   (mgal)                       NAVD 88
 RA0323
 RA0323  VERT ORDER  -  SECOND    CLASS 0
 RA0323
 RA0323.The horizontal coordinates were scaled from a topographic map and have
 RA0323.an estimated accuracy of +/- 6 seconds.
 RA0323
 RA0323.The orthometric height was determined by differential leveling
 RA0323.and adjusted by the National Geodetic Survey in June 1991..
 RA0323
 RA0323.The geoid height was determined by GEOID03.
 RA0323
 RA0323.The dynamic height is computed by dividing the NAVD 88
 RA0323.geopotential number by the normal gravity value computed on the
 RA0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0323.degrees latitude (g = 980.6199 gals.).
 RA0323
 RA0323.The modeled gravity was interpolated from observed gravity values.
 RA0323
 RA0323;                    North         East    Units  Estimated Accuracy
 RA0323;SPC ID W     -   395,110.      724,750.      MT  (+/- 180 meters Scaled)
 RA0323
 RA0323                          SUPERSEDED SURVEY CONTROL
 RA0323
 RA0323  NGVD 29 (??/??/92)  509.575  (m)         1671.83   (f) ADJ UNCH    2 0
 RA0323
 RA0323.Superseded values are not recommended for survey control.
 RA0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0323.See file dsdata.txt to determine how the superseded data were derived.
 RA0323
 RA0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL229073(NAD 83)
 RA0323_MARKER: DB = BENCH MARK DISK
 RA0323_SETTING: 80 = SET IN A BOULDER
 RA0323_SP_SET: BOULDER
 RA0323_STAMPING: EAGLE BAR USE NO 2 1945
 RA0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0323+STABILITY: SURFACE MOTION
 RA0323
 RA0323  HISTORY     - Date     Condition        Report By
 RA0323  HISTORY     - 1945     MONUMENTED       CGS
 RA0323  HISTORY     - 1946     GOOD             NGS
 RA0323
 RA0323                          STATION DESCRIPTION
 RA0323
 RA0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0323'16.35 MI N FROM HOMESTEAD, OR.
 RA0323'ABOUT 16.35 MILES NORTH ALONG THE HOMESTEAD-REDLEDGE ROAD FROM
 RA0323'HOMESTEAD, ON THE EAST BANK OF THE RIVER, AT EAGLE BAR, 20 FEET NORTH
 RA0323'OF THE NORTHWEST CORNER OF A LARGE MINERS BUNK HOUSE, A STANDARD
 RA0323'REFERENCE DISK SET IN TOP OF A LARGE BOULDER WHICH PROJECTS ABOUT 4
 RA0323'FEET ABOVE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0925 ***********************************************************************
 RY0925  DESIGNATION -  EAGLE MOUNTAIN
 RY0925  PID         -  RY0925
 RY0925  STATE/COUNTY-  ID/IDAHO
 RY0925  USGS QUAD   -  FISH LAKE (1995)
 RY0925
 RY0925                         *CURRENT SURVEY CONTROL
 RY0925  ___________________________________________________________________
 RY0925* NAD 83(1992)-  46 20 16.79003(N)    115 07 00.87136(W)     ADJUSTED  
 RY0925* NAVD 88     -      2265.     (meters)    7431.     (feet)  SCALED    
 RY0925  ___________________________________________________________________
 RY0925  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 RY0925  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 RY0925
 RY0925  HORZ ORDER  -  FIRST
 RY0925
 RY0925.The horizontal coordinates were established by classical geodetic methods
 RY0925.and adjusted by the National Geodetic Survey in July 1992..
 RY0925
 RY0925.The orthometric height was scaled from a topographic map.
 RY0925
 RY0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0925
 RY0925.The geoid height was determined by GEOID03.
 RY0925
 RY0925;                    North         East     Units Scale Factor Converg.
 RY0925;SPC ID W     -   519,202.547   848,738.577   MT  0.99996252   +0 27 28.8
 RY0925;UTM  11      - 5,133,325.552   644,920.538   MT  0.99985817   +1 21 45.0
 RY0925
 RY0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0925!SPC ID W     -   0.99964740  x   0.99996252  =   0.99960994
 RY0925!UTM  11      -   0.99964740  x   0.99985817  =   0.99950562
 RY0925
 RY0925:                Primary Azimuth Mark                     Grid Az
 RY0925:SPC ID W     -  MAPLE LAKE LOOKOUT                       099 43 12.0
 RY0925:UTM  11      -  MAPLE LAKE LOOKOUT                       098 48 55.8
 RY0925
 RY0925|---------------------------------------------------------------------|
 RY0925| PID    Reference Object                     Distance      Geod. Az  |
 RY0925|                                                           dddmmss.s |
 RY0925| RY0888 MAPLE LAKE LOOKOUT                  APPROX.28.0 KM 1001040.8 |
 RY0925| RY0887 BAILEY LOOKOUT                      APPROX.20.9 KM 1154944.4 |
 RY0925| RY0937 CRAGS                               APPROX.19.1 KM 2004438.5 |
 RY0925| CH7275 EAGLE MOUNTAIN RM 2                  17.640 METERS 21424     |
 RY0925| RY0924 7414 VA                               3.311 METERS 21717     |
 RY0925| RY0926 GOLD HILL LOOKOUT HOUSE             APPROX. 7.6 KM 2765008.8 |
 RY0925| RY0434 ROCKY RIDGE                         APPROX.32.7 KM 2914519.0 |
 RY0925| CH7274 EAGLE MOUNTAIN RM 1                  11.156 METERS 30101     |
 RY0925| RY0928 CASTLE BUTTE LOOKOUT HOUSE          APPROX.13.3 KM 3232914.3 |
 RY0925| RY0917 COOK MOUNTAIN LOOKOUT HOUSE         APPROX.31.1 KM 3323704.9 |
 RY0925|---------------------------------------------------------------------|
 RY0925
 RY0925                          SUPERSEDED SURVEY CONTROL
 RY0925
 RY0925  NAD 83(1986)-  46 20 16.79772(N)    115 07 00.86994(W) AD(       ) 1
 RY0925  NAD 27      -  46 20 17.09700(N)    115 06 57.43400(W) AD(       ) 1
 RY0925
 RY0925.Superseded values are not recommended for survey control.
 RY0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0925.See file dsdata.txt to determine how the superseded data were derived.
 RY0925
 RY0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM4492133326(NAD 83)
 RY0925
 RY0925  HISTORY     - Date     Condition        Report By
 RY0925  HISTORY     - 1934     MONUMENTED       CGS
 RY0925  HISTORY     - 1935     SEE DESCRIPTION  CGS
 RY0925  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RY0925  HISTORY     - 1965     GOOD             USGS
 RY0925  HISTORY     - 1966     GOOD             USGS
 RY0925
 RY0925                          STATION DESCRIPTION
 RY0925
 RY0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RY0925'TO REACH FROM CABIN AT FISH LAKE, GO WEST ON THE TRAIL TO
 RY0925'HORSE CAMP, OR THE BOULDER CREEK TRAIL, TO THE TOP OF THE
 RY0925'DIVIDE ABOUT TWO MILES FROM THE CABIN.  ON TOP OF THE DIVIDE ARE
 RY0925'SEVERAL SIGNS, AND A FORK OF TRAILS.  FROM THIS POINT FOLLOW
 RY0925'THE TRAIL MARKED LOCHSA RIVER 14 MILES, (IN A NORTHERLY
 RY0925'DIRECTION) FOR ABOUT 2.3 MILES.  AT THIS POINT THE TRAIL HITS A
 RY0925'SADDLE, AND A SIGN MARKED EAGLE MOUNTAIN 1/4 MILE POINTING
 RY0925'SOUTH UP THE RIDGE.  FOLLOW THE RIDGE TO STATION AT THE
 RY0925'TOP OF THE GRADE.  FISH LAKE IS REACHED FROM THE POWELL RANGER
 RY0925'STATION BY WAY OF WIND LAKES, CHAIN MEADOWS, AND LOST
 RY0925'KNIFE MEADOWS.  STATION WAS UNOCCUPIED.
 RY0925
 RY0925                          STATION RECOVERY (1935)
 RY0925
 RY0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 RY0925'ON WHAT IS KNOWN, ON U.S. FOREST SERVICE MAPS, AS EAGLE
 RY0925'MOUNTAIN.
 RY0925'
 RY0925'TO REACH FROM POWELL RANGER STATION, TAKE TRAIL 39 DOWN THE
 RY0925'LOCHSA RIVER FOR 11.0 MILES, CROSS THE RIVER ON THE JERRY
 RY0925'JOHNSON BRIDGE AND TAKE TRAIL UP CANYON TO SIGN READING BEAR
 RY0925'MTN. LOOKOUT.  TURN RIGHT AND CROSS RIVER AND TAKE UP STEEP
 RY0925'SLOPE AND ALONG RIDGE TO TWO SIGNS READING BEAR MTN. POWELL
 RY0925'RANGER STA., THEN TURN LEFT AND TAKE TRAIL SOUTH TO MC CONNEL
 RY0925'PASS, TAKE RIGHT FORK AND FOLLOW TRAIL 9.0 MILES TO FISH LAKE
 RY0925'AND RANGER CABIN.  FROM HERE TAKE TRAIL ON NORTH SIDE OF CABIN
 RY0925'AND FOLLOW IT ABOUT 1.5 MILES TO TOP OF RIDGE AND SADDLE
 RY0925'WHERE THERE ARE A GROUP OF SIGNS.  FROM THIS POINT FOLLOW
 RY0925'TRAIL MARKED LOCHSA RIVER 14 MILES, IN NORTHERLY DIRECTION,
 RY0925'FOR ABOUT 1.5 MILES TO WHERE THE TRAIL HITS A SADDLE IN A
 RY0925'RIDGE WHICH RUNS EAST, AND CONTINUE ON THIS TRAIL FOR
 RY0925'ABOUT A QUARTER OF A MILE, THEN TURN RIGHT OFF TRAIL AND
 RY0925'CLIMB UP HILL TO THE STATION WHICH IS THE HIGHEST POINT OF
 RY0925'THE RIDGE RUNNING APPROXIMATELY NORTH AND SOUTH.  THERE IS
 RY0925'ANOTHER HILL 1/4 MILE TO THE SOUTH WHICH IS ALMOST AS HIGH
 RY0925'AND IS WOODED ON THE WEST SIDE.  EAGLE MOUNTAIN IS BARE
 RY0925'AND ROCKY.
 RY0925'
 RY0925'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 RY0925'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2A, AND 12A RESPECTIVELY.
 RY0925
 RY0925                          STATION RECOVERY (1956)
 RY0925
 RY0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 RY0925'THE STATION WAS OBSERVED FROM A LOW FLYING AIRPLANE.  A FOUR
 RY0925'FOOT WOODEN STAND WAS SEEN ON THE HIGHEST POINT OF THE RIDGE.
 RY0925'THE STATION SITE APPEARS UNDISTURBED.
 RY0925'
 RY0925'THE 1934 DESCRIPTION FOR REACHING THE STATION SITE IS ADEQUATE.
 RY0925
 RY0925                          STATION RECOVERY (1965)
 RY0925
 RY0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RY0925'RECOVERED AS DESCRIBED BY NGS.
 RY0925
 RY0925                          STATION RECOVERY (1966)
 RY0925
 RY0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RY0925'NOTE--USGS BM --7414-- IS VA BM AND IS AN ALUMINUM CAP STAMPED
 RY0925'---7414---, 10.77 FT. FROM STATION MARK, S 37 DEG 19 MIN W.
 RY0925'
 RY0925'SURFACE MARK IS STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0975 ***********************************************************************
 RY0975  DESIGNATION -  EAGLE PT LOOKOUT TOWER
 RY0975  PID         -  RY0975
 RY0975  STATE/COUNTY-  ID/CLEARWATER
 RY0975  USGS QUAD   -  SHEEP MOUNTAIN (1994)
 RY0975
 RY0975                         *CURRENT SURVEY CONTROL
 RY0975  ___________________________________________________________________
 RY0975* NAD 83(1992)-  46 48 02.50747(N)    115 32 13.30263(W)     ADJUSTED  
 RY0975* NAVD 88     -                                                        
 RY0975  ___________________________________________________________________
 RY0975  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 RY0975  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 RY0975
 RY0975  HORZ ORDER  -  THIRD
 RY0975
 RY0975.The horizontal coordinates were established by classical geodetic methods
 RY0975.and adjusted by the National Geodetic Survey in July 1992..
 RY0975
 RY0975
 RY0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0975
 RY0975.The geoid height was determined by GEOID03.
 RY0975
 RY0975;                    North         East     Units Scale Factor Converg.
 RY0975;SPC ID W     -   570,461.124   816,256.807   MT  0.99993658   +0 09 18.9
 RY0975;UTM  11      - 5,184,055.695   611,635.419   MT  0.99975318   +1 03 59.7
 RY0975
 RY0975                          SUPERSEDED SURVEY CONTROL
 RY0975
 RY0975  NAD 83(1986)-  46 48 02.51158(N)    115 32 13.30683(W) AD(       ) 4
 RY0975  NAD 27      -  46 48 02.83500(N)    115 32 09.77600(W) AD(       ) 3
 RY0975
 RY0975.Superseded values are not recommended for survey control.
 RY0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0975.See file dsdata.txt to determine how the superseded data were derived.
 RY0975
 RY0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM1163584056(NAD 83)
 RY0975
 RY0975  HISTORY     - Date     Condition        Report By
 RY0975  HISTORY     - 1959     MONUMENTED       CGS
 RY0975
 RY0975                          STATION DESCRIPTION
 RY0975
 RY0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0975'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.  THE TOWER
 RY0975'IS ABOUT 11-1/2 MILES NORTH AND 13 MILES EAST OF HEADQUARTERS,
 RY0975'12-1/2 MILES EAST AND 2-1/2 MILES NORTH OF BERTHA HILL, 3-1/2
 RY0975'MILES WEST OF THE NORTH FORK OF THE CLEARWATER RIVER AND
 RY0975'IN SECTION 23, T 40 N, R 7 E.  NO INFORMATION WAS OBTAINED
 RY0975'AS TO THE TYPE OF TOWER THIS IS AND IT WAS NOT VISITED AT THIS
 RY0975'TIME.  THIS TOWER IS OWNED BY THE FOREST SERVICE, AND IS 41
 RY0975'FEET HIGH, THE HEIGHT BEING OBTAINED FROM THE FOREST SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0850 ***********************************************************************
 QA0850  DESIGNATION -  EAGLES NEST
 QA0850  PID         -  QA0850
 QA0850  STATE/COUNTY-  ID/VALLEY
 QA0850  USGS QUAD   -  EAGLE NEST (1988)
 QA0850
 QA0850                         *CURRENT SURVEY CONTROL
 QA0850  ___________________________________________________________________
 QA0850* NAD 83(1992)-  44 36 26.42436(N)    115 56 30.52634(W)     ADJUSTED  
 QA0850* NAVD 88     -      2331.7    (meters)    7650.     (feet)  VERTCON   
 QA0850  ___________________________________________________________________
 QA0850  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 QA0850  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 QA0850
 QA0850  HORZ ORDER  -  THIRD
 QA0850
 QA0850.The horizontal coordinates were established by classical geodetic methods
 QA0850.and adjusted by the National Geodetic Survey in July 1992..
 QA0850
 QA0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0850
 QA0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0850
 QA0850.The geoid height was determined by GEOID03.
 QA0850
 QA0850;                    North         East     Units Scale Factor Converg.
 QA0850;SPC ID W     -   326,691.480   784,774.236   MT  0.99993618   -0 08 04.9
 QA0850;UTM  11      - 4,939,876.924   583,969.077   MT  0.99968671   +0 44 35.3
 QA0850
 QA0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0850!SPC ID W     -   0.99963688  x   0.99993618  =   0.99957308
 QA0850!UTM  11      -   0.99963688  x   0.99968671  =   0.99932370
 QA0850
 QA0850                          SUPERSEDED SURVEY CONTROL
 QA0850
 QA0850  NAD 83(1990)-  44 36 26.42534(N)    115 56 30.52279(W) AD(       ) 3
 QA0850  NGVD 29 (09/26/91) 2330.5    (m)         7646.     (f) VERT ANG       
 QA0850
 QA0850.Superseded values are not recommended for survey control.
 QA0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0850.See file dsdata.txt to determine how the superseded data were derived.
 QA0850
 QA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK8396939877(NAD 83)
 QA0850_MARKER: DD = SURVEY DISK
 QA0850_SETTING: 66 = SET IN ROCK OUTCROP
 QA0850_SP_SET: SET IN ROCK OUTCROP
 QA0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0850+STABILITY: POSITION/ELEVATION WELL
 QA0850
 QA0850  HISTORY     - Date     Condition        Report By
 QA0850  HISTORY     - 1953     MONUMENTED       USGS
 QA0850
 QA0850                          STATION DESCRIPTION
 QA0850
 QA0850'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QA0850'LOCATED ABOUT 11 MI. SE. OF DONNELLY AND 8 MI. NE. OF CASCADE, IN TOP
 QA0850'OF ROCK OUTCROP ON THE E. EDGE OF CLEARING ON TOP OF THE HIGHEST POINT
 QA0850'IN AREA.
 QA0850'
 QA0850'TO REACH FROM CASCADE COURT HOUSE, DRIVE N. ON STATE HIGHWAY 15 FOR
 QA0850'1.0 MI., THEN TURN E. ON WARM LAKE-STIBNITE ROAD FOR 3.0 MI. TO
 QA0850'CRAWFORD RANGER STATION, LEAVE RD. AND FOLLOW EAGLES NEST TRAIL NE.
 QA0850'FOR ABOUT 7 MI. TO TRAIL FORKS AND SIGN READING --EAGLES NEST LO--,
 QA0850'TAKE LEFT FORK AND FOLLOW OLD TRAIL 0.5 MI. TO TOP OF MOUNTAIN AND
 QA0850'STATION.
 QA0850'
 QA0850'STATION MARK--STANDARD TABLET STAMPED---EAGLES NEST 1953---, CEMENTED
 QA0850'IN ROCK OUTCROP.
 QA0850'
 QA0850'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 QA0850'1953---, SET IN ROCK OUTCROP, 118.71 FT. FROM STATION MARK
 QA0850'38 DEGREES 53 MINUTES SW.
 QA0850'
 QA0850'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 QA0850'1953---, SET IN LARGE ROCK, 27.44 FT. FROM STATION MARK
 QA0850'02 DEGREES 44 MINUTES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0829 ***********************************************************************
 QA0829  DESIGNATION -  EAST
 QA0829  PID         -  QA0829
 QA0829  STATE/COUNTY-  ID/VALLEY
 QA0829  USGS QUAD   -  BULL CREEK HOT SPRINGS (1988)
 QA0829
 QA0829                         *CURRENT SURVEY CONTROL
 QA0829  ___________________________________________________________________
 QA0829* NAD 83(1992)-  44 26 31.47510(N)    115 52 11.79049(W)     ADJUSTED  
 QA0829* NAVD 88     -      2363.0    (meters)    7753.     (feet)  VERTCON   
 QA0829  ___________________________________________________________________
 QA0829  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 QA0829  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 QA0829
 QA0829  HORZ ORDER  -  FIRST
 QA0829
 QA0829.The horizontal coordinates were established by classical geodetic methods
 QA0829.and adjusted by the National Geodetic Survey in July 1992..
 QA0829
 QA0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0829
 QA0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0829
 QA0829.The geoid height was determined by GEOID03.
 QA0829
 QA0829;                    North         East     Units Scale Factor Converg.
 QA0829;SPC ID W     -   308,317.292   790,452.278   MT  0.99993445   -0 05 02.3
 QA0829;UTM  11      - 4,921,596.181   589,926.106   MT  0.99969945   +0 47 28.7
 QA0829
 QA0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0829!SPC ID W     -   0.99963199  x   0.99993445  =   0.99956646
 QA0829!UTM  11      -   0.99963199  x   0.99969945  =   0.99933155
 QA0829
 QA0829|---------------------------------------------------------------------|
 QA0829| PID    Reference Object                     Distance      Geod. Az  |
 QA0829|                                                           dddmmss.s |
 QA0829| QA0830 EAST MOUNTAIN LOH                    19.852 METERS 00325     |
 QA0829| CD5020 EAST RM 1                             6.978 METERS 03121     |
 QA0829| CD5021 EAST RM 2                             7.930 METERS 09836     |
 QA0829| QA0831 SILVER CREEK LOOKOUT HOUSE          APPROX. 9.0 KM 1343322.1 |
 QA0829| CD5019 EAST AZ MK                                         2060324.6 |
 QA0829| CD5022 EAST RM 3                            39.741 METERS 31250     |
 QA0829|---------------------------------------------------------------------|
 QA0829
 QA0829                          SUPERSEDED SURVEY CONTROL
 QA0829
 QA0829  NAD 83(1986)-  44 26 31.47673(N)    115 52 11.78501(W) AD(       ) 1
 QA0829  NAD 27      -  44 26 31.85154(N)    115 52 08.33956(W) AD(       ) 1
 QA0829  NGVD 29 (07/19/86) 2361.7    (m)         7748.     (f) VERT ANG       
 QA0829
 QA0829.Superseded values are not recommended for survey control.
 QA0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0829.See file dsdata.txt to determine how the superseded data were derived.
 QA0829
 QA0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK8992621596(NAD 83)
 QA0829_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0829_SETTING: 80 = SET IN A BOULDER
 QA0829_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QA0829
 QA0829  HISTORY     - Date     Condition        Report By
 QA0829  HISTORY     - 1959     MONUMENTED       CGS
 QA0829  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QA0829  HISTORY     - 1983     GOOD             LOCENG
 QA0829
 QA0829                          STATION DESCRIPTION
 QA0829
 QA0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0829'THE STATION IS LOCATED, AIRLINE, ABOUT 14-1/2 MILES NORTHEAST
 QA0829'OF SMITHS FERRY, 13 MILES NORTHWEST OF THE NORTH END OF DEADWOOD
 QA0829'RESERVOIR, AND 9-1/2 MILES EAST-SOUTHEAST OF CASCADE ON THE
 QA0829'SOUTH SIDE OF THE EAST MOUNTAIN LOOKOUT HOUSE.
 QA0829'
 QA0829'TO REACH THE STATION FROM THE POST OFFICE IN SMITHS FERRY GO
 QA0829'WEST ACROSS THE PAYETTE RIVER 0.2 MILE TO STATE HIGHWAY 15.
 QA0829'TURN RIGHT AND GO NORTHERLY 9.3 MILES TO A GRAVEL CROSS ROAD.
 QA0829'TURN RIGHT AND GO EAST 0.25 MILE TO AN INTERSECTION.  TURN RIGHT
 QA0829'AND CONTINUE SOUTH 2.0 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 QA0829'LEFT AND GO EAST AND NORTHEAST UP CLEAR CREEK 6.2 MILES TO A
 QA0829'FORK.  TAKE THE RIGHT FORK ACCORDING TO THE SIGN EAST MTN.
 QA0829'LOOKOUT AND CLIMB 4.4 MILES TO A FORK.  TAKE THE RIGHT FORK
 QA0829'AND PROCEED 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 QA0829'CONTINUE 0.1 MILE TO THE STATION ON THE RIGHT.
 QA0829'
 QA0829'THE STATION MARK IS A STANDARD DISK STAMPED EAST 1959 CEMENTED
 QA0829'IN A DRILL HOLE IN A 1-FOOT SQUARE BOULDER PROJECTING 3 INCHES
 QA0829'ABOVE THE GROUND.  IT IS 44.5 FEET SOUTH OF THE PORCH OF THE
 QA0829'LOOKOUT HOUSE.
 QA0829'
 QA0829'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EAST NO 1
 QA0829'1959 CEMENTED IN A DRILL HOLE IN A 2-FOOT SQUARE BOULDER
 QA0829'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT HIGHER
 QA0829'THAN THE STATION MARK AND 25.7 FEET SOUTH OF THE PORCH OF THE
 QA0829'LOOKOUT HOUSE.
 QA0829'
 QA0829'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EAST
 QA0829'NO 2 1959 CEMENTED IN A DRILL HOLE IN A 1 BY 2-FOOT BOULDER
 QA0829'PROJECTING ABOUT 10 INCHES ABOVE THE GROUND.  IT IS ABOUT
 QA0829'1 FOOT LOWER THAN THE STATION MARK AND 52.4 FEET SOUTH-SOUTHEAST
 QA0829'OF THE SOUTHEAST CORNER OF THE LOOKOUT HOUSE.
 QA0829'
 QA0829'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EAST 1959 CEMENTED
 QA0829'IN A DRILL HOLE IN A 1-1/2 BY 2-FOOT BURIED BOULDER PROJECTING
 QA0829'1 INCH ABOVE THE GROUND.  IT IS 31.0 FEET SOUTH-SOUTHWEST
 QA0829'OF THE CENTER OF THE ROAD TO THE LOOKOUT.
 QA0829
 QA0829                          STATION RECOVERY (1966)
 QA0829
 QA0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QA0829'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 QA0829'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 QA0829'1959 DESCRIPTION IS ADEQUATE.  REFERENCE MARK 3 WAS ESTABLISHED.
 QA0829'
 QA0829'REFERENCE MARK 3 IS A STANDARD DISK STAMPED EAST NO 3 1959
 QA0829'1966, SET IN A DRILL HOLE IN TOP OF A 2X2-FOOT BOULDER PROJECTING
 QA0829'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS WEST OF THE NW CORNER
 QA0829'OF THE CONCRETE FOUNDATION OF THE LOOKOUT TOWER AND ABOUT
 QA0829'THE SAME ELEVATION AS STATION.
 QA0829'
 QA0829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILE
 QA0829'EAST OF CASCADE
 QA0829
 QA0829                          STATION RECOVERY (1983)
 QA0829
 QA0829'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 QA0829'EAST 1959 RECOVERED GOOD.
 QA0829'
 QA0829'R.M. 2 (STAMPED EAST NO 2 1959) AND R.M. 3 (STAMPED EAST 1959
 QA0829'NO 3 1966) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 QA0829'DISK FOR R.M. 1 HAS BEEN BROKEN OFF AND REMOVED FROM THE SITE.
 QA0829'PART OF THE STEM STILL REMAINS IN THE DRILL HOLE.  THE DISTANCE
 QA0829'FROM R.M. 1 TO R.M. 2 (27.20 FT.) CHECKS.  A CAREFUL SEARCH WAS
 QA0829'MADE FOR THE AZIMUTH MARK BUT IT WAS NOT RECOVERED.  PERHAPS THE
 QA0829'BOULDER IN WHICH IT IS EMBEDDED IS NOW COVERED WITH SLOPE WASH.
 QA0829'AN ORANGE SIGN POST WAS PLACED 4.0 FT. NORTH OF THE STATION MARK.
 QA0829'THE EAST MOUNTAIN LOOKOUT HOUSE, AS DESCRIBED BY CHARLES M.
 QA0829'CALL IN 1959, IS STILL IN USE.
 QA0829'
 QA0829'TO REACH THE STATION FROM THE COUGAR MTN LODGE AT SMITHS FERRY,
 QA0829'GO NORTH ON STATE HIGHWAY 55 FOR 9.5 MILES TO A CROSS ROAD AT THE
 QA0829'CLEAR CREEK STORE.  TURN RIGHT (EAST) FOR 0.25 MILE TO A T-INTER-
 QA0829'SECTION.  TURN RIGHT (SOUTH) FOR 0.85 MILE TO A FORK.  TAKE THE
 QA0829'RIGHT FORK FOR 0.85 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.25
 QA0829'MILE TO A CROSS ROAD.  TURN LEFT (EAST) AND FOLLOW THE ROAD UP CLEAR
 QA0829'CREEK FOR 6.3 MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN READING
 QA0829'EAST MTN. L.O. 5 MILES.  TURN RIGHT ONTO THIS ROAD AND GO 0.3 MILE
 QA0829'TO A FORK.  TAKE THE RIGHT FORK 1.1 MILES TO A FORK.  TAKE THE LEFT
 QA0829'FORK FOR 0.4 MILE TO A FORK.  TAKE THE LEFT FORK FOR 2.1 MILES TO A
 QA0829'CROSS ROAD.  PROCEED STRAIGHT AHEAD FOR 1.4 MILES TO A FORK.  TAKE
 QA0829'THE RIGHT FORK FOR 0.4 MILE TO TH EAST MOUNTAIN LOOKOUT AND THE
 QA0829'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0768 ***********************************************************************
 NV0768  DESIGNATION -  EAST A
 NV0768  PID         -  NV0768
 NV0768  STATE/COUNTY-  ID/OWYHEE
 NV0768  USGS QUAD   -  BROKEN WAGON FLAT (1980)
 NV0768
 NV0768                         *CURRENT SURVEY CONTROL
 NV0768  ___________________________________________________________________
 NV0768* NAD 83(1992)-  42 39 59.47061(N)    115 51 52.71372(W)     ADJUSTED  
 NV0768* NAVD 88     -      1123.057  (meters)    3684.56   (feet)  ADJUSTED  
 NV0768  ___________________________________________________________________
 NV0768  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 NV0768  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 NV0768  DYNAMIC HT  -        1122.462 (meters)    3682.61  (feet)  COMP
 NV0768  MODELED GRAV-     980,053.2   (mgal)                       NAVD 88
 NV0768
 NV0768  HORZ ORDER  -  THIRD
 NV0768  VERT ORDER  -  SECOND    CLASS 0
 NV0768
 NV0768.The horizontal coordinates were established by classical geodetic methods
 NV0768.and adjusted by the National Geodetic Survey in July 1992..
 NV0768
 NV0768.The orthometric height was determined by differential leveling
 NV0768.and adjusted by the National Geodetic Survey in June 1991..
 NV0768
 NV0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0768
 NV0768.The geoid height was determined by GEOID03.
 NV0768
 NV0768.The dynamic height is computed by dividing the NAVD 88
 NV0768.geopotential number by the normal gravity value computed on the
 NV0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0768.degrees latitude (g = 980.6199 gals.).
 NV0768
 NV0768.The modeled gravity was interpolated from observed gravity values.
 NV0768
 NV0768;                    North         East     Units Scale Factor Converg.
 NV0768;SPC ID W     -   111,059.157   790,602.154   MT  0.99993442   -0 04 39.7
 NV0768;UTM  11      - 4,724,408.245   593,040.497   MT  0.99970650   +0 46 10.3
 NV0768
 NV0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0768!SPC ID W     -   0.99982653  x   0.99993442  =   0.99976096
 NV0768!UTM  11      -   0.99982653  x   0.99970650  =   0.99953308
 NV0768
 NV0768|---------------------------------------------------------------------|
 NV0768| PID    Reference Object                     Distance      Geod. Az  |
 NV0768|                                                           dddmmss.s |
 NV0768| NV0769 EAST A RM 1                          12.304 METERS 18359     |
 NV0768| NV0770 EAST A RM 2                          11.468 METERS 27222     |
 NV0768| CD5023 EAST A AZ MK                                       2904216.7 |
 NV0768|---------------------------------------------------------------------|
 NV0768
 NV0768                          SUPERSEDED SURVEY CONTROL
 NV0768
 NV0768  NAD 83(1986)-  42 39 59.47405(N)    115 51 52.70920(W) AD(       ) 3
 NV0768  NAD 27      -  42 39 59.83730(N)    115 51 49.40350(W) AD(       ) 3
 NV0768  NGVD 29 (??/??/92) 1122.10   (m)         3681.4    (f) COMPUTED    2 0
 NV0768
 NV0768.Superseded values are not recommended for survey control.
 NV0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0768.See file dsdata.txt to determine how the superseded data were derived.
 NV0768
 NV0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9304024408(NAD 83)
 NV0768_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0768
 NV0768  HISTORY     - Date     Condition        Report By
 NV0768  HISTORY     - 1961     MONUMENTED       CGS
 NV0768
 NV0768                          STATION DESCRIPTION
 NV0768
 NV0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 NV0768'THE STATION IS ABOUT 15-1/2 MILES SOUTH-SOUTHWEST OF BRUNEAU,
 NV0768'20 MILES NORTH OF GRASMERE AND 2 MILES EAST OF STATE HIGHWAY 51.
 NV0768'
 NV0768'TO REACH THE STATION FROM THE HIGHSCHOOL IN BRUNEAU, GO WEST
 NV0768'ON STATE HIGHWAY 51 FOR 1.8 MILES TO A FORK.  TAKE LEFT FORK
 NV0768'AND GO SOUTHERLY FOR 15.45 MILES TO A PAVED SIDE ROAD LEFT.
 NV0768'TURN LEFT AND GO EAST FOR 1.4 MILES TO THE AZIMUTH MARK ON
 NV0768'THE LEFT.  CONTINUE ON PAVED ROAD FOR 0.6 MILE TO A PARKING
 NV0768'AREA ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY THROUGH THE
 NV0768'PARKING AREA FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 NV0768'GO EAST FOR 0.05 MILE TO THE WEST SIDE OF A AIRPLANE PARKING
 NV0768'AREA.  CONTINUE EAST, ACROSS PARKING AREA AND ON TAXI STRIP
 NV0768'ALONG SOUTH SIDE OF FENCE FOR 0.25 MILE TO A SIDE ROAD
 NV0768'RIGHT.  TURN RIGHT AND GO SOUTH ON TRACK ROAD FOR 0.1 MILE TO
 NV0768'THE STATION ON THE RIGHT.
 NV0768'
 NV0768'STATION MARKS ARE STANDARD DISKS, STAMPED EAST-A 1961.  THE
 NV0768'SURFACE DISK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE
 NV0768'POST PROJECTING 1 INCH.  IT IS 4.8 FEET SOUTHWEST OF A WITNESS
 NV0768'POST.
 NV0768'
 NV0768'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EAST-A NO 1 1961,
 NV0768'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 NV0768'4 INCHES.  IT IS ABOUT 2 FEET HIGHER THAN THE STATION.
 NV0768'
 NV0768'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EAST-A NO 2 1961,
 NV0768'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 NV0768'4 INCHES.  IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 NV0768'
 NV0768'AZIMUTH MARK IS A STANDARD DISK, STAMPED EAST-A 1961, CEMENTED
 NV0768'IN A DRILL HOLE IN A 7 X 10 FOOT ROCK OUTCROP PROJECTING 3
 NV0768'FEET.  IT IS 100 FEET NORTHEAST OF THE CENTERLINE OF A PAVED
 NV0768'ROAD AND 6.8 FEET EAST-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0883 ***********************************************************************
 OY0883  DESIGNATION -  EAST BUTTE
 OY0883  PID         -  OY0883
 OY0883  STATE/COUNTY-  ID/BINGHAM
 OY0883  USGS QUAD   -  MIDDLE BUTTE (1973)
 OY0883
 OY0883                         *CURRENT SURVEY CONTROL
 OY0883  ___________________________________________________________________
 OY0883* NAD 83(1992)-  43 29 50.53563(N)    112 39 52.88691(W)     ADJUSTED  
 OY0883* NAVD 88     -      2014.     (meters)    6608.     (feet)  SCALED    
 OY0883  ___________________________________________________________________
 OY0883  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 OY0883  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 OY0883
 OY0883  HORZ ORDER  -  THIRD
 OY0883
 OY0883.The horizontal coordinates were established by classical geodetic methods
 OY0883.and adjusted by the National Geodetic Survey in July 1992..
 OY0883
 OY0883.The orthometric height was scaled from a topographic map.
 OY0883
 OY0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0883
 OY0883.The geoid height was determined by GEOID03.
 OY0883
 OY0883;                    North         East     Units Scale Factor Converg.
 OY0883;SPC ID E     -   203,472.862   159,721.807   MT  0.99996732   -0 20 34.1
 OY0883;SPC ID C     -   204,218.660   607,994.904   MT  1.00009078   +0 55 09.2
 OY0883;UTM  12      - 4,817,395.396   365,412.326   MT  0.99982281   -1 08 45.6
 OY0883
 OY0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0883!SPC ID E     -   0.99968615  x   0.99996732  =   0.99965348
 OY0883!SPC ID C     -   0.99968615  x   1.00009078  =   0.99977690
 OY0883!UTM  12      -   0.99968615  x   0.99982281  =   0.99950902
 OY0883
 OY0883|---------------------------------------------------------------------|
 OY0883| PID    Reference Object                     Distance      Geod. Az  |
 OY0883|                                                           dddmmss.s |
 OY0883| CN3458 EAST BUTTE RM 1                       2.295 METERS 13654     |
 OY0883|---------------------------------------------------------------------|
 OY0883
 OY0883                          SUPERSEDED SURVEY CONTROL
 OY0883
 OY0883  NAD 83(1986)-  43 29 50.52931(N)    112 39 52.86954(W) AD(       ) 3
 OY0883  NAD 27      -  43 29 50.85678(N)    112 39 49.90564(W) AD(       ) 3
 OY0883
 OY0883.Superseded values are not recommended for survey control.
 OY0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0883.See file dsdata.txt to determine how the superseded data were derived.
 OY0883
 OY0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP6541217395(NAD 83)
 OY0883
 OY0883  HISTORY     - Date     Condition        Report By
 OY0883  HISTORY     - 1915     MONUMENTED       USGS
 OY0883  HISTORY     - 1950     GOOD             USGS
 OY0883  HISTORY     - 1973     MARK NOT FOUND   USGS
 OY0883
 OY0883                          STATION DESCRIPTION
 OY0883
 OY0883'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OY0883'STATION MARK--ALUMINUM BM TABLET, UNSTAMPED, IN SOLID ROCK UNDER
 OY0883'CENTER OF 7-FT MONUMENT.
 OY0883'
 OY0883'RM 1--CHISELED CROSS ON SOLID ROCK SW.
 OY0883'
 OY0883'RM 2--CHISELED CROSS ON SOLID ROCK SE.
 OY0883'
 OY0883'NOTE--DESCRIBED BY NGS
 OY0883'AS LITTLE BUTTE.
 OY0883'
 OY0883'LOCATED ABOUT 34 MI ESE. OF ARCO, 32 MI W.
 OY0883'OF IDAHO FALLS, 27 MI WSW. OF TERRETON.  ON HIGHEST PART OF BUTTE
 OY0883'WHICH IS ROUNDED ON TOP.  IT IS AN EXTINCT CRATER AND CINDER
 OY0883'CONE 6605 FT IN HEIGHT THAT SETS OUT ALONE IN THE DESERT
 OY0883'EXCEPTING A TWIN BUTTE OF SAME HEIGHT AND SHAPE ABOUT 4 MI TO W.
 OY0883'CALLED MIDDLE BUTTE.
 OY0883'
 OY0883'NO TO REACH GIVEN.
 OY0883
 OY0883                          STATION RECOVERY (1973)
 OY0883
 OY0883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OY0883'STATION MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1526 ***********************************************************************
 SV1526  DESIGNATION -  EAST DENNIS LOT
 SV1526  PID         -  SV1526
 SV1526  STATE/COUNTY-  ID/BENEWAH
 SV1526  USGS QUAD   -  WEST DENNIS (1994)
 SV1526
 SV1526                         *CURRENT SURVEY CONTROL
 SV1526  ___________________________________________________________________
 SV1526* NAD 83(1992)-  47 04 14.41657(N)    116 41 34.11599(W)     ADJUSTED  
 SV1526* NAVD 88     -      1411.2    (meters)    4630.     (feet)  VERTCON   
 SV1526  ___________________________________________________________________
 SV1526  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 SV1526  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 SV1526
 SV1526  HORZ ORDER  -  THIRD
 SV1526
 SV1526.The horizontal coordinates were established by classical geodetic methods
 SV1526.and adjusted by the National Geodetic Survey in July 1992..
 SV1526
 SV1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1526
 SV1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1526
 SV1526.The geoid height was determined by GEOID03.
 SV1526
 SV1526;                    North         East     Units Scale Factor Converg.
 SV1526;SPC ID W     -   600,881.470   728,393.253   MT  0.99999633   -0 41 25.3
 SV1526;UTM  11      - 5,213,063.381   523,323.477   MT  0.99960669   +0 13 29.7
 SV1526
 SV1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1526!SPC ID W     -   0.99978162  x   0.99999633  =   0.99977795
 SV1526!UTM  11      -   0.99978162  x   0.99960669  =   0.99938840
 SV1526
 SV1526                          SUPERSEDED SURVEY CONTROL
 SV1526
 SV1526  NAD 83(1986)-  47 04 14.42099(N)    116 41 34.10929(W) AD(       ) 3
 SV1526  NAD 27      -  47 04 14.74759(N)    116 41 30.52896(W) AD(       ) 3
 SV1526  NGVD 29 (07/19/86) 1410.0    (m)         4626.     (f) VERT ANG       
 SV1526
 SV1526.Superseded values are not recommended for survey control.
 SV1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1526.See file dsdata.txt to determine how the superseded data were derived.
 SV1526
 SV1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2332313063(NAD 83)
 SV1526_MARKER: 57 = LOOKOUT TOWER
 SV1526
 SV1526  HISTORY     - Date     Condition        Report By
 SV1526  HISTORY     - 1956     FIRST OBSERVED   USGS
 SV1526
 SV1526                          STATION DESCRIPTION
 SV1526
 SV1526'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV1526'NOT OCCUPIED.
 SV1526'
 SV1526'LOCATED ABOUT 5 MI SW. OF EMIDA, 1.5 MI W. OF SUMMIT OF WHAT IS
 SV1526'KNOWN LOCALLY AS HARVARD HILL.  ON U.S. HWY. 95A, ON EAST DENNIS
 SV1526'MTN.
 SV1526'
 SV1526'STATION MARK--CENTER OF 30-FT LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0074 ***********************************************************************
 NW0074  DESIGNATION -  EAST FORK
 NW0074  PID         -  NW0074
 NW0074  STATE/COUNTY-  ID/OWYHEE
 NW0074  USGS QUAD   -  BULL BASIN CAMP (1977)
 NW0074
 NW0074                         *CURRENT SURVEY CONTROL
 NW0074  ___________________________________________________________________
 NW0074* NAD 83(1986)-  42 17 12.     (N)    116 53 03.     (W)     SCALED    
 NW0074* NAVD 88     -      1562.016  (meters)    5124.71   (feet)  ADJUSTED  
 NW0074  ___________________________________________________________________
 NW0074  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 NW0074  DYNAMIC HT  -        1560.961 (meters)    5121.25  (feet)  COMP
 NW0074  MODELED GRAV-     979,891.4   (mgal)                       NAVD 88
 NW0074
 NW0074  VERT ORDER  -  SECOND    CLASS 0
 NW0074
 NW0074.The horizontal coordinates were scaled from a topographic map and have
 NW0074.an estimated accuracy of +/- 6 seconds.
 NW0074
 NW0074.The orthometric height was determined by differential leveling
 NW0074.and adjusted by the National Geodetic Survey in June 1991..
 NW0074
 NW0074.The geoid height was determined by GEOID03.
 NW0074
 NW0074.The dynamic height is computed by dividing the NAVD 88
 NW0074.geopotential number by the normal gravity value computed on the
 NW0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0074.degrees latitude (g = 980.6199 gals.).
 NW0074
 NW0074.The modeled gravity was interpolated from observed gravity values.
 NW0074
 NW0074;                    North         East    Units  Estimated Accuracy
 NW0074;SPC ID W     -    69,480.      706,460.      MT  (+/- 180 meters Scaled)
 NW0074
 NW0074                          SUPERSEDED SURVEY CONTROL
 NW0074
 NW0074  NGVD 29 (??/??/92) 1560.851  (m)         5120.89   (f) ADJ UNCH    2 0
 NW0074
 NW0074.Superseded values are not recommended for survey control.
 NW0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0074.See file dsdata.txt to determine how the superseded data were derived.
 NW0074
 NW0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG095816(NAD 83)
 NW0074_MARKER: DD = SURVEY DISK
 NW0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0074_STAMPING: EAST FORK
 NW0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0074+STABILITY: SURFACE MOTION
 NW0074
 NW0074  HISTORY     - Date     Condition        Report By
 NW0074  HISTORY     - UNK      MONUMENTED       BOR
 NW0074  HISTORY     - 1963     GOOD             NGS
 NW0074
 NW0074                          STATION DESCRIPTION
 NW0074
 NW0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 NW0074'14.05 MI SE FROM C RANCH, OR.
 NW0074'13.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, TO A 2 1/2
 NW0074'FOOT HIGH ROCK CAIRN ON SOUTH SIDE OF THE ROAD, THENCE 0.35 MILE
 NW0074'SOUTH-SOUTHWEST ACROSS COUNTRY, ON THE TOP OF A LOW RIDGE, A DISK IN
 NW0074'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0713 ***********************************************************************
 QA0713  DESIGNATION -  EAST FORK
 QA0713  PID         -  QA0713
 QA0713  STATE/COUNTY-  ID/CUSTER
 QA0713  USGS QUAD   -  BALD MOUNTAIN (1963)
 QA0713
 QA0713                         *CURRENT SURVEY CONTROL
 QA0713  ___________________________________________________________________
 QA0713* NAD 83(1992)-  44 16 02.77072(N)    114 19 30.41866(W)     ADJUSTED  
 QA0713* NAVD 88     -      1643.2    (meters)    5391.     (feet)  VERTCON   
 QA0713  ___________________________________________________________________
 QA0713  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 QA0713  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 QA0713
 QA0713  HORZ ORDER  -  SECOND
 QA0713
 QA0713.The horizontal coordinates were established by classical geodetic methods
 QA0713.and adjusted by the National Geodetic Survey in July 1992..
 QA0713
 QA0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0713
 QA0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0713
 QA0713.The geoid height was determined by GEOID03.
 QA0713
 QA0713;                    North         East     Units Scale Factor Converg.
 QA0713;SPC ID C     -   288,961.185   474,042.438   MT  0.99995565   -0 13 37.0
 QA0713;UTM  11      - 4,905,056.923   713,492.869   MT  1.00016058   +1 52 04.1
 QA0713
 QA0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0713!SPC ID C     -   0.99974430  x   0.99995565  =   0.99969996
 QA0713!UTM  11      -   0.99974430  x   1.00016058  =   0.99990483
 QA0713
 QA0713|---------------------------------------------------------------------|
 QA0713| PID    Reference Object                     Distance      Geod. Az  |
 QA0713|                                                           dddmmss.s |
 QA0713| CD5025 EAST FORK RM 1                       13.274 METERS 06929     |
 QA0713| CD5024 EAST FORK AZ MK                                    1485032.2 |
 QA0713| CD5026 EAST FORK RM 2                        6.886 METERS 34721     |
 QA0713|---------------------------------------------------------------------|
 QA0713
 QA0713                          SUPERSEDED SURVEY CONTROL
 QA0713
 QA0713  NAD 83(1986)-  44 16 02.76926(N)    114 19 30.41226(W) AD(       ) 2
 QA0713  NAD 27      -  44 16 03.05810(N)    114 19 27.19340(W) AD(       ) 2
 QA0713  NGVD 29 (07/19/86) 1642.0    (m)         5387.     (f) VERT ANG       
 QA0713
 QA0713.Superseded values are not recommended for survey control.
 QA0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0713.See file dsdata.txt to determine how the superseded data were derived.
 QA0713
 QA0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK1349305057(NAD 83)
 QA0713_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QA0713+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2000
 QA0713
 QA0713  HISTORY     - Date     Condition        Report By
 QA0713  HISTORY     - 1957     MONUMENTED       CGS
 QA0713  HISTORY     - 20000126 GOOD             IDTD
 QA0713
 QA0713                          STATION DESCRIPTION
 QA0713
 QA0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0713'THE STATION IS LOCATED AT MILEPOST 228 ALONG THE EAST SIDE
 QA0713'OF U.S. HIGHWAY 93, NEAR THE CONFLUENCE OF THE SALMON RIVER
 QA0713'AND EAST FORK SALMON RIVER.  IT IS ABOUT 18 MILES AIRLINE
 QA0713'SOUTH-SOUTHWEST OF CHALLIS.
 QA0713'
 QA0713'TO REACH FROM THE U.S. POST OFFICE IN CHALLIS, GO EAST FOR 0.5
 QA0713'MILE TO U.S. HIGHWAY 93.  TURN RIGHT AND GO SOUTHERLY ON U.S.
 QA0713'HIGHWAY 93 FOR 2.1 MILES TO ITS JUNCTION WITH U.S. HIGHWAY
 QA0713'93 ALTERNATE.  TURN RIGHT AND GO SOUTH-SOUTHWEST ON U.S. HIGHWAY
 QA0713'93 FOR 17.3 MILES TO A BRIDGE ACROSS THE EAST FORK SALMON RIVER
 QA0713'AND THE STATION ON THE LEFT.
 QA0713'
 QA0713'THE STATION MARK IS A STANDARD DISK STAMPED EAST FORK 1957,
 QA0713'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 QA0713'PROJECTS 4 INCHES.  IT IS 14.8 FEET SOUTHEAST OF A STANDARD WITNESS
 QA0713'POST, 179 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 9
 QA0713'FEET NORTH-NORTHWEST OF A CAIRN AND 75 FEET NORTH OF THE NORTH
 QA0713'BANK OF THE EAST FORK SALMON RIVER.
 QA0713'
 QA0713'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EAST
 QA0713'FORK NO 1 1957, CEMENTED IN A DRILL HOLE IN A 2 X 4-FOOT BOULDER
 QA0713'THAT PROJECTS 1 FOOT.  IT IS AT THE SAME ELEVATION AS THE STATION.
 QA0713'
 QA0713'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EAST
 QA0713'FORK NO 2 1957, CEMENTED IN A DRILL HOLE IN A 2 X 2-FOOT
 QA0713'BOULDER THAT PROJECTS 5 INCHES.  IT IS 10 FEET NORTH OF THE
 QA0713'WITNESS POST AND AT THE SAME ELEVATION AS THE STATION.
 QA0713'
 QA0713'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EAST FORK 1957,
 QA0713'CEMENTED IN A DRILL HOLE IN A 2 X 3-FOOT BOULDER THAT PROJECTS
 QA0713'6 INCHES.  IT IS 3 FEET WEST OF A CAIRN AND 75 FEET NORTH
 QA0713'OF THE CENTER LINE OF A DIRT ROAD.  TO REACH FROM THE STATION,
 QA0713'GO SOUTH ACROSS BRIDGE, TURN LEFT ON DIRT ROAD, AND GO EAST
 QA0713'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 QA0713
 QA0713                          STATION RECOVERY (2000)
 QA0713
 QA0713'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 QA0713'ADD THE FOLLOWING TO THE 1957 DESCRIPTION
 QA0713' 
 QA0713'0.95 METERS SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0956 ***********************************************************************
 NV0956  DESIGNATION -  EAST FORK
 NV0956  PID         -  NV0956
 NV0956  STATE/COUNTY-  ID/OWYHEE
 NV0956  USGS QUAD   -  WINTER CAMP (1980)
 NV0956
 NV0956                         *CURRENT SURVEY CONTROL
 NV0956  ___________________________________________________________________
 NV0956* NAD 83(1992)-  42 30 47.97460(N)    115 31 47.40891(W)     ADJUSTED  
 NV0956* NAVD 88     -      1325.4    (meters)    4348.     (feet)  VERTCON   
 NV0956  ___________________________________________________________________
 NV0956  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 NV0956  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 NV0956
 NV0956  HORZ ORDER  -  THIRD
 NV0956
 NV0956.The horizontal coordinates were established by classical geodetic methods
 NV0956.and adjusted by the National Geodetic Survey in July 1992..
 NV0956
 NV0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0956
 NV0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0956
 NV0956.The geoid height was determined by GEOID03.
 NV0956
 NV0956;                    North         East     Units Scale Factor Converg.
 NV0956;SPC ID W     -    94,059.965   818,092.233   MT  0.99993736   +0 08 55.6
 NV0956;UTM  11      - 4,707,820.007   620,773.225   MT  0.99977946   +0 59 37.0
 NV0956
 NV0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0956!SPC ID W     -   0.99979474  x   0.99993736  =   0.99973212
 NV0956!UTM  11      -   0.99979474  x   0.99977946  =   0.99957425
 NV0956
 NV0956:                Primary Azimuth Mark                     Grid Az
 NV0956:SPC ID W     -  LAKE                                     258 43 51.2
 NV0956:UTM  11      -  LAKE                                     257 53 09.8
 NV0956
 NV0956|---------------------------------------------------------------------|
 NV0956| PID    Reference Object                     Distance      Geod. Az  |
 NV0956|                                                           dddmmss.s |
 NV0956| NV0969 LAKE                                APPROX.10.5 KM 2585246.8 |
 NV0956|---------------------------------------------------------------------|
 NV0956
 NV0956                          SUPERSEDED SURVEY CONTROL
 NV0956
 NV0956  NAD 83(1986)-  42 30 47.97722(N)    115 31 47.41064(W) AD(       ) 3
 NV0956  NGVD 29 (01/23/89) 1324.4    (m)         4345.     (f) VERT ANG       
 NV0956
 NV0956.Superseded values are not recommended for survey control.
 NV0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0956.See file dsdata.txt to determine how the superseded data were derived.
 NV0956
 NV0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2077307820(NAD 83)
 NV0956_MARKER: DS = TRIANGULATION STATION DISK
 NV0956_SETTING: 0 = UNSPECIFIED SETTING
 NV0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0956
 NV0956  HISTORY     - Date     Condition        Report By
 NV0956  HISTORY     - 1946     MONUMENTED       USGS
 NV0956
 NV0956                          STATION DESCRIPTION
 NV0956
 NV0956'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV0956'LOCATED ABOUT 27 MI. S. OF HOT SPRINGS, ABOUT 3 MI. SW. OF THE HOT
 NV0956'SPRINGS-THREE CREEK RD., ON A KNOLL BETWEEN BRUNEAU RIVER AND THE E.
 NV0956'FORK OF THE BRUNEAU RIVER.
 NV0956'
 NV0956'TO REACH FROM HOT SPRINGS, DRIVE S. ON THE THREE CREEK RD. FOR 18.5
 NV0956'MI. TO A RD. FORK, TAKE RIGHT FORK 1.2 MI. TO RD. FORKS, TAKE RIGHT
 NV0956'FORK 0.7 MI. TO BRIDGE ACROSS E. FORK OF BRUNEAU RIVER, CONTINUE
 NV0956'ALONG RD. 1.3 MI. TO RD. FORKS, TAKE LEFT FORK 2.85 MI. TO FORKS IN
 NV0956'RD., TAKE RIGHT FORK 1 MI. TO A SADDLE IN RIDGE, TURN LEFT ALONG
 NV0956'RIDGE FOR 0.2 MI. TO STATION.
 NV0956'
 NV0956'STATION MARK--STANDARD TABLET STAMPED---EAST FORK 1946---, CEMENTED
 NV0956'IN ROCK.
 NV0956'
 NV0956'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 NV0956'EAST FORK 1946---, CEMENTED IN ROCK, DISTANCE OF 51.05 FT. AND IN
 NV0956'BEARING OF N 35 DEG. 18 MIN. E FROM STATION.
 NV0956'
 NV0956'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 NV0956'EAST FORK 1946---, CEMENTED IN ROCK, DISTANCE OF 53.80 FT. AND IN
 NV0956'BEARING OF S 44 DEG. 13 MIN. E FROM STATION.
 NV0956'
 NV0956'NOTE BY USGS, 1974--OCCUPIED ONLY TO ESTABLISH ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1870 ***********************************************************************
 RZ1870  DESIGNATION -  EAST GOLD
 RZ1870  PID         -  RZ1870
 RZ1870  STATE/COUNTY-  ID/LATAH
 RZ1870  USGS QUAD   -  PRINCETON (1994)
 RZ1870
 RZ1870                         *CURRENT SURVEY CONTROL
 RZ1870  ___________________________________________________________________
 RZ1870* NAD 83(1992)-  46 58 35.69698(N)    116 46 46.09724(W)     ADJUSTED  
 RZ1870* NAVD 88     -      1426.6    (meters)    4680.     (feet)  VERTCON   
 RZ1870  ___________________________________________________________________
 RZ1870  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 RZ1870  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 RZ1870
 RZ1870  HORZ ORDER  -  THIRD
 RZ1870
 RZ1870.The horizontal coordinates were established by classical geodetic methods
 RZ1870.and adjusted by the National Geodetic Survey in July 1992..
 RZ1870
 RZ1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1870
 RZ1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1870
 RZ1870.The geoid height was determined by GEOID03.
 RZ1870
 RZ1870;                    North         East     Units Scale Factor Converg.
 RZ1870;SPC ID W     -   590,505.267   721,673.824   MT  1.00000871   -0 45 09.6
 RZ1870;UTM  11      - 5,202,585.412   516,773.131   MT  0.99960346   +0 09 40.4
 RZ1870
 RZ1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1870!SPC ID W     -   0.99977923  x   1.00000871  =   0.99978794
 RZ1870!UTM  11      -   0.99977923  x   0.99960346  =   0.99938278
 RZ1870
 RZ1870|---------------------------------------------------------------------|
 RZ1870| PID    Reference Object                     Distance      Geod. Az  |
 RZ1870|                                                           dddmmss.s |
 RZ1870| CH7281 EAST GOLD RM 1                        4.540 METERS 01104     |
 RZ1870| CH7282 EAST GOLD RM 2                        4.430 METERS 09913     |
 RZ1870| SV1531 MISSION                             APPROX.16.1 KM 3085921.1 |
 RZ1870|---------------------------------------------------------------------|
 RZ1870
 RZ1870                          SUPERSEDED SURVEY CONTROL
 RZ1870
 RZ1870  NAD 83(1986)-  46 58 35.70140(N)    116 46 46.09044(W) AD(       ) 3
 RZ1870  NAD 27      -  46 58 36.03416(N)    116 46 42.51885(W) AD(       ) 3
 RZ1870  NGVD 29 (07/19/86) 1425.5    (m)         4677.     (f) VERT ANG       
 RZ1870
 RZ1870.Superseded values are not recommended for survey control.
 RZ1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1870.See file dsdata.txt to determine how the superseded data were derived.
 RZ1870
 RZ1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN1677302585(NAD 83)
 RZ1870_MARKER: DD = SURVEY DISK
 RZ1870_SETTING: 0 = UNSPECIFIED SETTING
 RZ1870
 RZ1870  HISTORY     - Date     Condition        Report By
 RZ1870  HISTORY     - 1956     MONUMENTED       USGS
 RZ1870  HISTORY     - 1959     GOOD             USGS
 RZ1870
 RZ1870                          STATION DESCRIPTION
 RZ1870
 RZ1870'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 RZ1870'STATION MARK--STANDARD TABLET STAMPED---E GOLD 1956---, IN 3-INCH
 RZ1870'STOVEPIPE CEMENTED IN ROCKY GROUND UNDER CENTER OF LOT.
 RZ1870'
 RZ1870'RM 1--COPPER NAIL AND WASHER ON INSIDE CORNER OF NORTH CONCRETE
 RZ1870'FOUNDATION OF LOT.
 RZ1870'
 RZ1870'RM 2--COPPER NAIL AND WASHER ON INSIDE CORNER OF EAST CONCRETE
 RZ1870'FOUNDATION OF LOT.
 RZ1870
 RZ1870                          STATION RECOVERY (1959)
 RZ1870
 RZ1870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RZ1870'RECOVERED AS DESCRIBED.
 RZ1870'
 RZ1870'LOCATED ABOUT 19.4 MI NE. OF MOSCOW, ABOUT 6.0 MI NE. OF
 RZ1870'POTLATCH, ABOUT 4.8 MI NW. OF HARVARD.  ON NORTHEAST ONE OF TWO
 RZ1870'PROMINENT TIMBERED TOPS KNOWN LOCALLY AS EAST GOLD HILL.
 RZ1870'
 RZ1870'TO REACH FROM HARVARD, DRIVE 1.3 MI W. ON U.S. HWY. 95A TO WHERE
 RZ1870'CAMAS CREEK AND GARDEN CREEK RDS. TAKE OFF RIGHT.  GO 0.2 MI ON
 RZ1870'THIS RD. TO RD. FORK.  TURN LEFT 3.3 MI TO RD. FORK.  TAKE RD.
 RZ1870'MARKED EAST GOLD HILL 2.5 1.2 MI LEFT TO RD. FORK.  TURN LEFT
 RZ1870'0.5 MI TO RD. FORK.  TURN RIGHT 0.5 MI TO RD. FORK.  TURN LEFT 0.1
 RZ1870'MI TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0830 ***********************************************************************
 QA0830  DESIGNATION -  EAST MOUNTAIN LOH
 QA0830  PID         -  QA0830
 QA0830  STATE/COUNTY-  ID/VALLEY
 QA0830  USGS QUAD   -  BULL CREEK HOT SPRINGS (1988)
 QA0830
 QA0830                         *CURRENT SURVEY CONTROL
 QA0830  ___________________________________________________________________
 QA0830* NAD 83(1992)-  44 26 32.11711(N)    115 52 11.73692(W)     ADJUSTED  
 QA0830* NAVD 88     -      2368.     (meters)    7769.     (feet)  SCALED    
 QA0830  ___________________________________________________________________
 QA0830  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 QA0830  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 QA0830
 QA0830  HORZ ORDER  -  THIRD
 QA0830
 QA0830.The horizontal coordinates were established by classical geodetic methods
 QA0830.and adjusted by the National Geodetic Survey in July 1992..
 QA0830
 QA0830.The orthometric height was scaled from a topographic map.
 QA0830
 QA0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0830
 QA0830.The geoid height was determined by GEOID03.
 QA0830
 QA0830;                    North         East     Units Scale Factor Converg.
 QA0830;SPC ID W     -   308,337.106   790,453.492   MT  0.99993445   -0 05 02.3
 QA0830;UTM  11      - 4,921,616.007   589,927.017   MT  0.99969945   +0 47 28.7
 QA0830
 QA0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0830!SPC ID W     -   0.99963116  x   0.99993445  =   0.99956563
 QA0830!UTM  11      -   0.99963116  x   0.99969945  =   0.99933072
 QA0830
 QA0830                          SUPERSEDED SURVEY CONTROL
 QA0830
 QA0830  NAD 83(1986)-  44 26 32.11873(N)    115 52 11.73144(W) AD(       ) 4
 QA0830  NAD 27      -  44 26 32.49354(N)    115 52 08.28597(W) AD(       ) 3
 QA0830
 QA0830.Superseded values are not recommended for survey control.
 QA0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0830.See file dsdata.txt to determine how the superseded data were derived.
 QA0830
 QA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK8992721616(NAD 83)
 QA0830
 QA0830  HISTORY     - Date     Condition        Report By
 QA0830  HISTORY     - 1959     MONUMENTED       CGS
 QA0830
 QA0830                          STATION DESCRIPTION
 QA0830
 QA0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0830'EAST MOUNTAIN LOOKOUT HOUSE IS A TWO STORY LOG BUILDING ABOUT
 QA0830'18 FEET SQUARE AND 30 FEET HIGH PAINTED SILVER WITH A GREEN
 QA0830'SHINGLED ROOF.  IT IS SET ON A STONE FOUNDATION AND PORCH
 QA0830'ABOUT 4 FEET HIGH.  IT IS OWNED AND OPERATED BY THE SOUTHERN
 QA0830'IDAHO TIMBER PROTECTIVE ASSOCIATION.  THE POINT OF INTERSECTION
 QA0830'WAS THE BASE OF THE LIGHTNING ROD AT THE PEAK OF THE ROOF.
 QA0830'IT IS 19.852 METERS, 65.132 FEET NORTH OF TRIANGULATION STATION
 QA0830'EAST.
 QA0830'
 QA0830'THE STATION IS LOCATED, AIRLINE, ABOUT 14-1/2 MILES NORTHEAST
 QA0830'OF SMITHS FERRY, 13 MILES NORTHWEST OF THE NORTH END OF DEADWOOD
 QA0830'RESERVOIR, AND 9-1/2 MILES EAST-SOUTHEAST OF CASCADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0912 ***********************************************************************
 OY0912  DESIGNATION -  EAST TOWER
 OY0912  PID         -  OY0912
 OY0912  STATE/COUNTY-  ID/BINGHAM
 OY0912  USGS QUAD   -  LITTLE BUTTE (1973)
 OY0912
 OY0912                         *CURRENT SURVEY CONTROL
 OY0912  ___________________________________________________________________
 OY0912* NAD 83(1992)-  43 33 16.20873(N)    112 32 17.23383(W)     ADJUSTED  
 OY0912* NAVD 88     -                                                        
 OY0912  ___________________________________________________________________
 OY0912  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 OY0912  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 OY0912
 OY0912  HORZ ORDER  -  THIRD
 OY0912
 OY0912.The horizontal coordinates were established by classical geodetic methods
 OY0912.and adjusted by the National Geodetic Survey in July 1992..
 OY0912
 OY0912
 OY0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0912
 OY0912.The geoid height was determined by GEOID03.
 OY0912
 OY0912;                    North         East     Units Scale Factor Converg.
 OY0912;SPC ID E     -   209,766.542   169,986.653   MT  0.99995844   -0 15 21.4
 OY0912;UTM  12      - 4,823,543.529   375,762.812   MT  0.99978986   -1 03 35.9
 OY0912
 OY0912                          SUPERSEDED SURVEY CONTROL
 OY0912
 OY0912  NAD 83(1986)-  43 33 16.20144(N)    112 32 17.22008(W) AD(       ) 4
 OY0912  NAD 27      -  43 33 16.52234(N)    112 32 14.26978(W) AD(       ) 3
 OY0912
 OY0912.Superseded values are not recommended for survey control.
 OY0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0912.See file dsdata.txt to determine how the superseded data were derived.
 OY0912
 OY0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP7576323544(NAD 83)
 OY0912_MARKER: 55 = TOWER
 OY0912
 OY0912  HISTORY     - Date     Condition        Report By
 OY0912  HISTORY     - 1963     FIRST OBSERVED   USGS
 OY0912
 OY0912                          STATION DESCRIPTION
 OY0912
 OY0912'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 OY0912'LOCATED ABOUT 22 MI. (AIRLINE) NW. OF IDAHO FALLS, ABOUT 8.7 MI. NE.
 OY0912'OF EAST BUTTE, AND ABOUT 7.3 MI. SW. OF KETTLE BUTTE, AND ABOUT
 OY0912'500 FT. N. OF U.S. HIGHWAY 20, STATION IS THE E. ONE OF TWO TOWERS
 OY0912'IN THIS VICINITY.
 OY0912'
 OY0912'TO REACH FROM THE SNAKE RIVER BRIDGE IN IDAHO FALLS, DRIVE W. ON
 OY0912'U.S. HIGHWAY 20 FOR 25.1 MI. TO STATION, STATION IS ABOUT 500 FT. N.
 OY0912'OF HIGHWAY.
 OY0912'
 OY0912'STATION MARK--CENTER OF STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1511 ***********************************************************************
 NU1511  DESIGNATION -  EASY
 NU1511  PID         -  NU1511
 NU1511  STATE/COUNTY-  ID/BANNOCK
 NU1511  USGS QUAD   -  JEFF CABIN CREEK (1968)
 NU1511
 NU1511                         *CURRENT SURVEY CONTROL
 NU1511  ___________________________________________________________________
 NU1511* NAD 83(1992)-  42 59 26.92130(N)    112 04 44.96807(W)     ADJUSTED  
 NU1511* NAVD 88     -      2077.2    (meters)    6815.     (feet)  VERTCON   
 NU1511  ___________________________________________________________________
 NU1511  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 NU1511  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 NU1511
 NU1511  HORZ ORDER  -  THIRD
 NU1511
 NU1511.The horizontal coordinates were established by classical geodetic methods
 NU1511.and adjusted by the National Geodetic Survey in July 1992..
 NU1511
 NU1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1511
 NU1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1511
 NU1511.The geoid height was determined by GEOID03.
 NU1511
 NU1511;                    North         East     Units Scale Factor Converg.
 NU1511;SPC ID E     -   147,081.551   207,136.246   MT  0.99994799   +0 03 34.8
 NU1511;UTM  12      - 4,760,359.391   412,026.147   MT  0.99969521   -0 44 09.3
 NU1511
 NU1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1511!SPC ID E     -   0.99967621  x   0.99994799  =   0.99962422
 NU1511!UTM  12      -   0.99967621  x   0.99969521  =   0.99937152
 NU1511
 NU1511:                Primary Azimuth Mark                     Grid Az
 NU1511:SPC ID E     -  PORT                                     122 52 10.9
 NU1511:UTM  12      -  PORT                                     123 39 55.0
 NU1511
 NU1511|---------------------------------------------------------------------|
 NU1511| PID    Reference Object                     Distance      Geod. Az  |
 NU1511|                                                           dddmmss.s |
 NU1511| NU1510 PORT                                APPROX. 4.5 KM 1225545.7 |
 NU1511|---------------------------------------------------------------------|
 NU1511
 NU1511                          SUPERSEDED SURVEY CONTROL
 NU1511
 NU1511  NAD 83(1986)-  42 59 26.91509(N)    112 04 44.95562(W) AD(       ) 3
 NU1511  NAD 27      -  42 59 27.21047(N)    112 04 42.06935(W) AD(       ) 3
 NU1511  NGVD 29 (07/19/86) 2076.0    (m)         6811.     (f) VERT ANG       
 NU1511
 NU1511.Superseded values are not recommended for survey control.
 NU1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1511.See file dsdata.txt to determine how the superseded data were derived.
 NU1511
 NU1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN1202660359(NAD 83)
 NU1511_MARKER: DD = SURVEY DISK
 NU1511_SETTING: 66 = SET IN ROCK OUTCROP
 NU1511_SP_SET: SET IN ROCK OUTCROP
 NU1511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1511+STABILITY: POSITION/ELEVATION WELL
 NU1511
 NU1511  HISTORY     - Date     Condition        Report By
 NU1511  HISTORY     - 1947     MONUMENTED       USGS
 NU1511
 NU1511                          STATION DESCRIPTION
 NU1511
 NU1511'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NU1511'LOCATED ABOUT 18.0 MI. E. OF FORT HALL, 1.5 MI. S. OF ROSS FORK CREEK
 NU1511'(AIRLINE DISTANCES), IN SECTION 12, T 5 S, R 37 E, ON HIGHEST POINT OF
 NU1511'LOW N-S. RIDGE.
 NU1511'
 NU1511'TO REACH FROM UNION PACIFIC DEPOT AT FORT HALL, DRIVE S. ON GRAVEL RD.
 NU1511'ALONG E. SIDE OF RAILROAD FOR 0.5 MI., TURN LEFT AND DRIVE E. ON
 NU1511'BLACKTOP RD. FOR 17.5 MI. TO CROSS FENCE AND CATTLEGUARD, TURN RIGHT
 NU1511'AND DRIVE S. ON DIRT RD. ALONG W. SIDE OF FENCE, FORD ROSS CREEK AT
 NU1511'2.8 MI. AND CONTINUE SE. ON MAIN TRAIL FOR ANOTHER 2.0 MI. TO TRAIL
 NU1511'FORK NEAR SMALL CORRAL, TAKE LEFT FORK AND FOLLOW MAIN TRAIL
 NU1511'EASTERLY FOR 2.6 MI. TO DIM TRAIL N., TURN LEFT AND FOLLOW DIM TRAIL
 NU1511'N. FOR 0.4 MI., THERE TRAIL TURNS SHARPLY RIGHT DOWNHILL, CONTINUE
 NU1511'STRAIGHT AHEAD UPHILL FOR 0.5 MI. TO HIGHEST POINT AND STATION.
 NU1511'
 NU1511'STATION MARK--STANDARD TABLET STAMPED---EASY 1947---, CEMENTED IN
 NU1511'SOLID ROCK.
 NU1511'
 NU1511'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NU1511'---NO 1---, CEMENTED IN SOLID ROCK, 12.87 FT. FROM STATION MARK,
 NU1511'N 49 DEG 08 MIN E.
 NU1511'
 NU1511'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NU1511'---NO 2---, CEMENTED IN SOLID ROCK, 16.25 FT. FROM STATION MARK,
 NU1511'S 23 DEG 28 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0268 ***********************************************************************
 QB0268  DESIGNATION -  EATON
 QB0268  PID         -  QB0268
 QB0268  STATE/COUNTY-  ID/WASHINGTON
 QB0268  USGS QUAD   -  OLDS FERRY SE (1952)
 QB0268
 QB0268                         *CURRENT SURVEY CONTROL
 QB0268  ___________________________________________________________________
 QB0268* NAD 83(1986)-  44 16 03.     (N)    117 03 12.     (W)     SCALED    
 QB0268* NAVD 88     -       645.913  (meters)    2119.13   (feet)  ADJUSTED  
 QB0268  ___________________________________________________________________
 QB0268  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 QB0268  DYNAMIC HT  -         645.746 (meters)    2118.59  (feet)  COMP
 QB0268  MODELED GRAV-     980,339.9   (mgal)                       NAVD 88
 QB0268
 QB0268  VERT ORDER  -  SECOND    CLASS 0
 QB0268
 QB0268.The horizontal coordinates were scaled from a topographic map and have
 QB0268.an estimated accuracy of +/- 6 seconds.
 QB0268
 QB0268.The orthometric height was determined by differential leveling
 QB0268.and adjusted by the National Geodetic Survey in June 1991..
 QB0268
 QB0268.The geoid height was determined by GEOID03.
 QB0268
 QB0268.The dynamic height is computed by dividing the NAVD 88
 QB0268.geopotential number by the normal gravity value computed on the
 QB0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0268.degrees latitude (g = 980.6199 gals.).
 QB0268
 QB0268.The modeled gravity was interpolated from observed gravity values.
 QB0268
 QB0268;                    North         East    Units  Estimated Accuracy
 QB0268;SPC ID W     -   289,740.      695,940.      MT  (+/- 180 meters Scaled)
 QB0268
 QB0268                          SUPERSEDED SURVEY CONTROL
 QB0268
 QB0268  NGVD 29 (??/??/92)  644.945  (m)         2115.96   (f) ADJ UNCH    2 0
 QB0268
 QB0268.Superseded values are not recommended for survey control.
 QB0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0268.See file dsdata.txt to determine how the superseded data were derived.
 QB0268
 QB0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK957015(NAD 83)
 QB0268_MARKER: DS = TRIANGULATION STATION DISK
 QB0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0268_STAMPING: EATON 1945
 QB0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0268+STABILITY: SURFACE MOTION
 QB0268
 QB0268  HISTORY     - Date     Condition        Report By
 QB0268  HISTORY     - 1945     MONUMENTED       CGS
 QB0268
 QB0268                          STATION DESCRIPTION
 QB0268
 QB0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0268'4.3 MI W FROM WEISER.
 QB0268'TRIANGULATION STATION IS 4.3 MILES WEST ALONG THE UNION PACIFIC
 QB0268'RAILROAD FROM THE STATION AT WEISER, 38.2 FEET SOUTH OF SOUTH RAIL OF
 QB0268'MAIN TRACK, 33.0 FEET EAST OF CENTERLINE OF ROAD CROSSING THE TRACK AT
 QB0268'JONATHAN, 6.5 FEET EAST OF A 4X4 INCH WOODEN MARKER POST.  A
 QB0268'TRIANGULATION STATION DISK SET IN A CONCRETE POST PROJECTING 0.2 FOOT
 QB0268'ABOVE THE GROUND AND ABOUT 2.0 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1219 ***********************************************************************
 QB1219  DESIGNATION -  EATON EAST BASE
 QB1219  PID         -  QB1219
 QB1219  STATE/COUNTY-  ID/WASHINGTON
 QB1219  USGS QUAD   -  OLDS FERRY SE (1952)
 QB1219
 QB1219                         *CURRENT SURVEY CONTROL
 QB1219  ___________________________________________________________________
 QB1219* NAD 83(1992)-  44 16 02.97189(N)    117 03 12.21731(W)     ADJUSTED  
 QB1219* NAVD 88     -       646.1    (meters)    2120.     (feet)  VERTCON   
 QB1219  ___________________________________________________________________
 QB1219  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 QB1219  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 QB1219
 QB1219  HORZ ORDER  -  SECOND
 QB1219
 QB1219.The horizontal coordinates were established by classical geodetic methods
 QB1219.and adjusted by the National Geodetic Survey in July 1992..
 QB1219
 QB1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1219
 QB1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1219
 QB1219.The geoid height was determined by GEOID03.
 QB1219
 QB1219;                    North         East     Units Scale Factor Converg.
 QB1219;SPC ID W     -   289,738.195   695,937.266   MT  1.00006647   -0 54 35.5
 QB1219;SPC OR N     -    72,635.693 2,775,115.441   MT  1.00001723   +2 26 39.4
 QB1219;SPC OR N     -   238,306.08  9,104,709.45   iFT  1.00001723   +2 26 39.4
 QB1219;SPC OR S     -   294,589.564 1,775,138.230   MT  1.00007902   +2 21 28.8
 QB1219;SPC OR S     -   966,501.19  5,823,944.32   iFT  1.00007902   +2 21 28.8
 QB1219;UTM  11      - 4,901,584.693   495,738.487   MT  0.99960022   -0 02 14.2
 QB1219
 QB1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1219!SPC ID W     -   0.99990140  x   1.00006647  =   0.99996787
 QB1219!SPC OR N     -   0.99990140  x   1.00001723  =   0.99991863
 QB1219!SPC OR S     -   0.99990140  x   1.00007902  =   0.99998042
 QB1219!UTM  11      -   0.99990140  x   0.99960022  =   0.99950166
 QB1219
 QB1219|---------------------------------------------------------------------|
 QB1219| PID    Reference Object                     Distance      Geod. Az  |
 QB1219|                                                           dddmmss.s |
 QB1219| CD6468 EATON EAST BASE RM 1                 44.272 METERS 00724     |
 QB1219| CD6470 EATON EAST BASE RM 3                               1101116.0 |
 QB1219| CD6467 EATON EAST BASE AZ MK                              1114607.2 |
 QB1219| CD6469 EATON EAST BASE RM 2                 28.405 METERS 23009     |
 QB1219| CD6471 EATON EAST BASE RM 4                 30.657 METERS 32514     |
 QB1219| CD7318 ARCADIA PP                                         33332     |
 QB1219|---------------------------------------------------------------------|
 QB1219
 QB1219                          SUPERSEDED SURVEY CONTROL
 QB1219
 QB1219  NAD 83(1991)-  44 16 02.97195(N)    117 03 12.21732(W) AD(       ) 2
 QB1219  NAD 83(1986)-  44 16 02.97207(N)    117 03 12.21887(W) AD(       ) 2
 QB1219  NAD 27      -  44 16 03.38300(N)    117 03 08.60700(W) AD(       ) 2
 QB1219  NGVD 29 (07/19/86)  645.1    (m)         2116.     (f) VERT ANG       
 QB1219
 QB1219.Superseded values are not recommended for survey control.
 QB1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1219.See file dsdata.txt to determine how the superseded data were derived.
 QB1219
 QB1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9573801585(NAD 83)
 QB1219_MARKER: Z = SEE DESCRIPTION
 QB1219_SETTING: 0 = UNSPECIFIED SETTING
 QB1219
 QB1219  HISTORY     - Date     Condition        Report By
 QB1219  HISTORY     - 1945     MONUMENTED       CGS
 QB1219  HISTORY     - 1959     SEE DESCRIPTION  CGS
 QB1219  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QB1219  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QB1219  HISTORY     - 1983     GOOD             LOCENG
 QB1219
 QB1219                          STATION DESCRIPTION
 QB1219
 QB1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1219'THE STATION IS LOCATED AT JONATHAN CROSSING, ABOUT 4.0 MILES
 QB1219'WNW OF WEISER, 1.5 MILES E OF THE UNION PACIFIC RAILROAD
 QB1219'STATION AT EATON, 104 FEET NE OF THE CENTER OF A CROSS ROADS
 QB1219'INTERSECTION, 63 FEET SE OF THE CENTER LINE OF THE RAILROAD
 QB1219'TRACK AND A N-S ROAD CROSSING, 40.7 FEET S OF THE CENTER LINE
 QB1219'OF THE RAILROAD TRACK, 16.6 FEET N OF POWER-LINE POLE 1642,
 QB1219'AND 6.4 FEET NE OF A WHITE WITNESS POST.
 QB1219'
 QB1219'TO REACH FROM THE CORNER OF COMMERCIAL AND STATE STREETS AT
 QB1219'WEISER, GO W ON U.S. HIGHWAY 30N FOR 0.5 MILE, CROSS THE
 QB1219'RAILROAD TRACK AND TURN RIGHT, NW, ON A PAVED ROAD AND GO 4.0
 QB1219'MILES TO JONATHAN CROSSING AND THE STATION TO THE N ON RAILROAD
 QB1219'RIGHT-OF-WAY.
 QB1219'
 QB1219'STATION MARK IS A BRONZE STATION DISK IN CONCRETE WHICH PROJECTS
 QB1219'3 INCHES.  IT IS STAMPED EATON 1945.  UNDERGROUND MARK IS A
 QB1219'BRONZE STATION DISK IN CONCRETE.
 QB1219'
 QB1219'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 QB1219'HOLE IN THE MOST W OF TWO CONCRETE GATEPOSTS.  THESE GATEPOSTS
 QB1219'ARE 2 FEET BY 2 FEET AT THE TOP AND ARE 4.5 FEET IN HEIGHT.
 QB1219'THE MARK IS LOCATED 103.2 FEET N OF THE CENTER OF THE RAILROAD
 QB1219'TRACK, 50 FEET NE OF A T-ROAD INTERSECTION, AND 20.7 FEET E
 QB1219'OF TELEPHONE POLE 3207.  THE MARK IS ABOUT 2 FEET HIGHER THAN
 QB1219'THE STATION AND IS STAMPED EATON NO 1 1945.
 QB1219'
 QB1219'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 QB1219'HOLE IN THE E EDGE OF A CONCRETE HEADGATE BOX OF AN IRRIGATION
 QB1219'DITCH, 56 FEET NW OF THE CENTER OF A CROSS ROADS INTERSECTION,
 QB1219'10 FEET E OF A FENCE CORNER, AND 5.5 FEET SW OF A RAILROAD
 QB1219'SIGN READING JONATHAN.  THIS MARK IS 2.6 FEET LOWER THAN THE
 QB1219'STATION AND IS STAMPED EATON NO 2 1945.
 QB1219'
 QB1219'THE AZIMUTH MARK IS LOCATED 0.35 MILE E OF THE STATION, 5 POLES
 QB1219'W OF MILEPOST 520, 40.7 FEET N OF THE CENTER LINE OF PAVED
 QB1219'ROAD, 35.6 FEET S OF THE CENTER OF RAILROAD TRACK, 35 FEET
 QB1219'NE OF THE CENTER OF A BOARD GATE, AND 14.5 FEET N OF A WIRE
 QB1219'FENCE.  THE MARK IS A BRONZE AZIMUTH DISK, STAMPED EATON 1945,
 QB1219'AND IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 QB1219'INCHES AND IS STAMPED EATON 1945.
 QB1219
 QB1219                          STATION RECOVERY (1959)
 QB1219
 QB1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 QB1219'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN
 QB1219'GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED, THE MARK
 QB1219'FOUND IN THE BROKEN SECTION OF THE CONCRETE POST.
 QB1219'
 QB1219'NO DIRECTIONS OR MEASUREMENTS WERE MADE TO THE REFERENCE MARKS.
 QB1219'
 QB1219'THE ORIGINAL ROUTE AND DESCRIPTION OF STATION IS GOOD.
 QB1219
 QB1219                          STATION RECOVERY (1973)
 QB1219
 QB1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QB1219'THE STATION MARK, AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 QB1219'CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED.  REFERENCE
 QB1219'MARK NO. 3 WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 QB1219'FOLLOWS.
 QB1219'
 QB1219'THE STATION IS ON RAILROAD RIGHT-OF-WAY.
 QB1219'
 QB1219'TO REACH THE STATION FROM THE WEISER POST OFFICE GO WEST, AND
 QB1219'SOUTH ON U.S. HIGHWAY 30N FOR 0.7 MILE TO THE JUNCTION WITH
 QB1219'STATE HIGHWAY 70, JUST AFTER PASSING UNDER THE RAILROAD TRACKS,
 QB1219'TURN RIGHT, AND GO WEST ON STATE HIGHWAY 70 FOR 3.6 MILES TO
 QB1219'REFERENCE MARK NO. 3 ON THE RIGHT.  CONTINUE WEST ON THE
 QB1219'HIGHWAY FOR 0.35 MILE TO A CROSSROAD, AND THE STATION ON THE
 QB1219'RIGHT.
 QB1219'
 QB1219'THE STATION MARK STAMPED EATON 1945, IS A STANDARD DISK SET
 QB1219'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES,
 QB1219'0.15 MILE EAST OF MILEPOST NO. 4, 103 FEET NORTH OF THE CENTER
 QB1219'OF STATE HIGHWAY 70, 40 FEET SOUTH OF THE NEAREST RAIL OF THE
 QB1219'RAILROAD TRACKS, 32 FEET EAST OF THE CENTER OF JONATHAN ROAD,
 QB1219'16.5 FEET NORTH OF A POWER POLE, AND 1-FOOT NORTH OF A METAL
 QB1219'WITNESS POST.  (NOTE 1A AND 7A)
 QB1219'
 QB1219'REFERENCE MARK NO. 1, STAMPED EATON NO 1 1945, IS A STANDARD
 QB1219'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 2-FOOT SQUARE
 QB1219'CONCRETE POST THAT PROJECTS 4 FEET, 100 FEET NORTH OF THE
 QB1219'NEAREST RAIL, 48 FEET EAST OF THE CENTER OF JONATHAN ROAD,
 QB1219'AND 24 FEET NORTH OF THE CENTER OF A MACADAM ROAD EAST.
 QB1219'
 QB1219'REFERENCE MARK NO. 2, STAMPED EATON NO 2 1945, IS A STANDARD
 QB1219'DISK CEMENTED IN A DRILL HOLE AT THE SOUTHEAST CORNER OF A
 QB1219'CONCRETE HEADWALL OF AN IRRIGATION DITCH, 37 FEET WEST OF THE
 QB1219'CENTER OF JONATHAN ROAD, 33 FEET NORTH OF THE CENTER OF STATE
 QB1219'HIGHWAY 70, AND 6 FEET EAST-NORTHEAST OF A FENCE CORNER.
 QB1219'
 QB1219'REFERENCE MARK NO. 3, STAMPED EATON 1945 NO 3 1973, IS A STANDARD
 QB1219'DISK CEMENTED IN A DRILL HOLE IN THE MASONRY HEADWALL AT THE
 QB1219'NORTH END OF A CULVERT UNDER THE RAILROAD TRACKS, 88 FEET
 QB1219'NORTH OF THE CENTER OF STATE HIGHWAY 70, 10 FEET NORTH OF THE
 QB1219'NEAREST RAIL, AND 1.5 FOOT LOWER THAN THE TRACKS.
 QB1219'
 QB1219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 QB1219'WEST-NORTHWEST OF WEISER
 QB1219
 QB1219                          STATION RECOVERY (1974)
 QB1219
 QB1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 QB1219'PREVIOUS DESCRIPTION FOUND IN BOOK NO. 877, PAGE 27, AND A
 QB1219'RECOVERY NOTE SUBMITTED BY C.L.N. DATED 1973.
 QB1219'
 QB1219'THE STATION MARK, REFERENCE MARK NO. 2, AND REFERENCE MARK
 QB1219'NO. 3 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD
 QB1219'BEEN DESTROYED.  REFERENCE MARK NO. 4 WAS ESTABLISHED.  A NEW
 QB1219'AND COMPLETE DESCRIPTION FOLLOWS.
 QB1219'
 QB1219'THE STATION IS ON ROAD RIGHT-OF-WAY.
 QB1219'
 QB1219'TO REACH THE STATION FROM THE WEISER POST OFFICE GO WEST, AND
 QB1219'SOUTH ON U.S. HIGHWAY 30 N FOR 0.65 MILE TO THE JUNCTION WITH
 QB1219'STATE HIGHWAY 70, JUST AFTER PASSING UNDER THE UNDERPASS,
 QB1219'TURN RIGHT, AND GO WEST ON STATE HIGHWAY 70 FOR 3.6 MILES TO
 QB1219'REFERENCE MARK NO. 3, (AZIMUTH MARK) ON THE RIGHT.  CONTINUE
 QB1219'WEST ON THE HIGHWAY FOR 0.35 MILE TO A CROSSROAD, AND THE
 QB1219'STATION ON THE RIGHT.
 QB1219'
 QB1219'THE STATION MARK, STAMPED EATON 1945, IS A STANDARD DISK SET
 QB1219'IN A 9-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH,
 QB1219'103 FEET NORTH OF THE CENTER OF STATE HIGHWAY 70, 63 FEET
 QB1219'NORTH OF POWER POLE NO. 75, 58 FEET SOUTH-SOUTHWEST OF A SMALL,
 QB1219'METAL RAILROAD BUILDING, 39 FEET SOUTH OF THE NEAREST RAIL,
 QB1219'35 FEET SOUTHEAST OF THE RAILROAD CROSSING SIGNAL, 31 FEET
 QB1219'EAST OF THE CENTER OF JONATHAN ROAD, AND 1 FOOT NORTH OF A
 QB1219'METAL WITNESS POST.  (NOTE 1A AND 7A)
 QB1219'
 QB1219'REFERENCE MARK NO. 2, STAMPED EATON NO 2 1945, IS A STANDARD
 QB1219'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE HEAD WALL OF AN
 QB1219'IRRIGATION DITCH, 39 FEET WEST OF THE CENTER OF JONATHAN ROAD,
 QB1219'34 FEET NORTH OF THE CENTER OF STATE HIGHWAY 70, 8 FEET WEST
 QB1219'OF A ROAD SIGN, AND 6 FEET NORTHEAST OF A FENCE CORNER.
 QB1219'
 QB1219'REFERENCE MARK NO. 3, STAMPED EATON 1945 NO 3 1973, IS A STANDARD
 QB1219'DISK CEMENTED IN A DRILL HOLE IN THE NORTH, MASONRY HEAD WALL
 QB1219'OF AN IRRIGATION DITCH UNDER THE RAILROAD TRACKS, 89 FEET NORTH
 QB1219'OF THE CENTER OF STATE HIGHWAY 70, 9 FEET NORTH OF THE NEAREST
 QB1219'RAIL, AND IN THE CENTER OF THE HEAD WALL.
 QB1219'
 QB1219'REFERENCE MARK NO. 4, STAMPED EATON 1945 NO 4 1974, IS A STANDARD
 QB1219'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE HEAD WALL OF THE
 QB1219'IRRIGATION DITCH, 32 FEET WEST OF THE CENTER OF JONATHAN ROAD,
 QB1219'15 FEET WEST OF THE RAILROAD SIGNAL, 12.5 FEET NORTH OF THE
 QB1219'NEAREST RAIL, AND 0.5 FOOT EAST OF THE WEST END OF THE HEAD WALL.
 QB1219'
 QB1219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 QB1219'WEST OF WEISER
 QB1219
 QB1219                          STATION RECOVERY (1983)
 QB1219
 QB1219'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 QB1219'EATON 1945 RECOVERED GOOD.
 QB1219'
 QB1219'ALL MARKS, INCLUDING R.M. 2 (STAMPED EATON NO 2 1945), R.M. 3
 QB1219'(AZIMUTH MARK-STAMPED EATON 1945 NO 3 1973), AND R.M. 4 (STAMPED
 QB1219'EATON 1945 NO 4) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QB1219'DISTANCE FROM R.M. 2 TO R.M. 4 (143.06 FT.) CHECKS.  A METAL
 QB1219'WITNESS POST WITH SIGN IS 1 FT. SOUTH OF STA. MARK.  AT R.M. 2,
 QB1219'CONCRETE IN OLD CULVERT HEADWALL IS BADLY DETERIORATED.  R.M. 3
 QB1219'IS 5.3 FT.  WNW OF METAL R.R. SIGN MARKED 52018.  R.M. 4 HAS BEEN
 QB1219'EXCESSIVELY COVERED WITH MORTAR SO THAT PART OF STAMPING IS
 QB1219'UNREADABLE.  THE 1974 TO REACH INSTRUCTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0269 ***********************************************************************
 QB0269  DESIGNATION -  EATON RM 1
 QB0269  PID         -  QB0269
 QB0269  STATE/COUNTY-  ID/WASHINGTON
 QB0269  USGS QUAD   -  OLDS FERRY SE (1952)
 QB0269
 QB0269                         *CURRENT SURVEY CONTROL
 QB0269  ___________________________________________________________________
 QB0269* NAD 83(1986)-  44 16 03.     (N)    117 03 12.     (W)     SCALED    
 QB0269* NAVD 88     -       646.611  (meters)    2121.42   (feet)  ADJUSTED  
 QB0269  ___________________________________________________________________
 QB0269  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 QB0269  DYNAMIC HT  -         646.444 (meters)    2120.88  (feet)  COMP
 QB0269  MODELED GRAV-     980,339.9   (mgal)                       NAVD 88
 QB0269
 QB0269  VERT ORDER  -  SECOND    CLASS 0
 QB0269
 QB0269.The horizontal coordinates were scaled from a topographic map and have
 QB0269.an estimated accuracy of +/- 6 seconds.
 QB0269
 QB0269.The orthometric height was determined by differential leveling
 QB0269.and adjusted by the National Geodetic Survey in June 1991..
 QB0269
 QB0269.The geoid height was determined by GEOID03.
 QB0269
 QB0269.The dynamic height is computed by dividing the NAVD 88
 QB0269.geopotential number by the normal gravity value computed on the
 QB0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0269.degrees latitude (g = 980.6199 gals.).
 QB0269
 QB0269.The modeled gravity was interpolated from observed gravity values.
 QB0269
 QB0269;                    North         East    Units  Estimated Accuracy
 QB0269;SPC ID W     -   289,740.      695,940.      MT  (+/- 180 meters Scaled)
 QB0269
 QB0269                          SUPERSEDED SURVEY CONTROL
 QB0269
 QB0269  NGVD 29 (??/??/92)  645.642  (m)         2118.24   (f) ADJ UNCH    2 0
 QB0269
 QB0269.Superseded values are not recommended for survey control.
 QB0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0269.See file dsdata.txt to determine how the superseded data were derived.
 QB0269
 QB0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK957015(NAD 83)
 QB0269_MARKER: DR = REFERENCE MARK DISK
 QB0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0269_SP_SET: GATE POST
 QB0269_STAMPING: EATON NO. 1 1945
 QB0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0269
 QB0269  HISTORY     - Date     Condition        Report By
 QB0269  HISTORY     - 1945     MONUMENTED       CGS
 QB0269
 QB0269                          STATION DESCRIPTION
 QB0269
 QB0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0269'4.3 MI W FROM WEISER.
 QB0269'REFERENCE MARK IS 4.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0269'THE STATION AT WEISER, 97.6 FEET NORTH OF NORTH RAIL, 51.0 EAST OF
 QB0269'CENTERLINE OF GRAVEL ROAD RUNNING NORTH AND SOUTH AT JONATHAN, SET IN
 QB0269'THE CENTER AND TOP OF THE WEST POST OF TWO 2X2 FOOT CONCRETE GATE
 QB0269'POSTS IN THE NORTH RIGHT-OF-WAY FENCE AND ABOUT 4.5 FEET ABOVE THE
 QB0269'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0270 ***********************************************************************
 QB0270  DESIGNATION -  EATON RM 2
 QB0270  PID         -  QB0270
 QB0270  STATE/COUNTY-  ID/WASHINGTON
 QB0270  USGS QUAD   -  OLDS FERRY SE (1952)
 QB0270
 QB0270                         *CURRENT SURVEY CONTROL
 QB0270  ___________________________________________________________________
 QB0270* NAD 83(1986)-  44 16 02.     (N)    117 03 11.     (W)     SCALED    
 QB0270* NAVD 88     -       645.735  (meters)    2118.55   (feet)  ADJUSTED  
 QB0270  ___________________________________________________________________
 QB0270  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 QB0270  DYNAMIC HT  -         645.568 (meters)    2118.00  (feet)  COMP
 QB0270  MODELED GRAV-     980,339.8   (mgal)                       NAVD 88
 QB0270
 QB0270  VERT ORDER  -  SECOND    CLASS 0
 QB0270
 QB0270.The horizontal coordinates were scaled from a topographic map and have
 QB0270.an estimated accuracy of +/- 6 seconds.
 QB0270
 QB0270.The orthometric height was determined by differential leveling
 QB0270.and adjusted by the National Geodetic Survey in June 1991..
 QB0270
 QB0270.The geoid height was determined by GEOID03.
 QB0270
 QB0270.The dynamic height is computed by dividing the NAVD 88
 QB0270.geopotential number by the normal gravity value computed on the
 QB0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0270.degrees latitude (g = 980.6199 gals.).
 QB0270
 QB0270.The modeled gravity was interpolated from observed gravity values.
 QB0270
 QB0270;                    North         East    Units  Estimated Accuracy
 QB0270;SPC ID W     -   289,710.      695,960.      MT  (+/- 180 meters Scaled)
 QB0270
 QB0270                          SUPERSEDED SURVEY CONTROL
 QB0270
 QB0270  NGVD 29 (??/??/92)  644.767  (m)         2115.37   (f) ADJ UNCH    2 0
 QB0270
 QB0270.Superseded values are not recommended for survey control.
 QB0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0270.See file dsdata.txt to determine how the superseded data were derived.
 QB0270
 QB0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK957015(NAD 83)
 QB0270_MARKER: DR = REFERENCE MARK DISK
 QB0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0270_SP_SET: CULVERT
 QB0270_STAMPING: EATON NO. 2 1945
 QB0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0270
 QB0270  HISTORY     - Date     Condition        Report By
 QB0270  HISTORY     - 1945     MONUMENTED       CGS
 QB0270
 QB0270                          STATION DESCRIPTION
 QB0270
 QB0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0270'4.3 MI W FROM WEISER.
 QB0270'REFERENCE MARK IS 4.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 QB0270'THE STATION AT WEISER, 121.7 FEET SOUTH OF THE SOUTH RAIL OF MAIN
 QB0270'TRACK, 55.0 FEET NORTHWEST OF THE CENTERLINES OF THE INTERSECTION OF A
 QB0270'PAVED EAST-WEST ROAD AND THE HOT SPRINGS ROAD AT JONATHAN, SET IN THE
 QB0270'TOP OF THE SOUTHEAST CORNER OF THE NORTH HEAD-WALL OF A CONCRETE
 QB0270'IRRIGATION CULVERT UNDER A PAVED ROAD, ABOUT 2.5 FEET LOWER THAN THE
 QB0270'TRACK AND 1.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0264 ***********************************************************************
 QB0264  DESIGNATION -  EATON WEST BASE
 QB0264  PID         -  QB0264
 QB0264  STATE/COUNTY-  ID/WASHINGTON
 QB0264  USGS QUAD   -  OLDS FERRY SE (1952)
 QB0264
 QB0264                         *CURRENT SURVEY CONTROL
 QB0264  ___________________________________________________________________
 QB0264* NAD 83(1992)-  44 17 04.04573(N)    117 06 42.11033(W)     ADJUSTED  
 QB0264* NAVD 88     -       691.168  (meters)    2267.61   (feet)  ADJUSTED  
 QB0264  ___________________________________________________________________
 QB0264  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 QB0264  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 QB0264  DYNAMIC HT  -         690.992 (meters)    2267.03  (feet)  COMP
 QB0264  MODELED GRAV-     980,341.2   (mgal)                       NAVD 88
 QB0264
 QB0264  HORZ ORDER  -  SECOND
 QB0264  VERT ORDER  -  SECOND    CLASS 0
 QB0264
 QB0264.The horizontal coordinates were established by classical geodetic methods
 QB0264.and adjusted by the National Geodetic Survey in July 1992..
 QB0264
 QB0264.The orthometric height was determined by differential leveling
 QB0264.and adjusted by the National Geodetic Survey in June 1991..
 QB0264
 QB0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0264
 QB0264.The geoid height was determined by GEOID03.
 QB0264
 QB0264.The dynamic height is computed by dividing the NAVD 88
 QB0264.geopotential number by the normal gravity value computed on the
 QB0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0264.degrees latitude (g = 980.6199 gals.).
 QB0264
 QB0264.The modeled gravity was interpolated from observed gravity values.
 QB0264
 QB0264;                    North         East     Units Scale Factor Converg.
 QB0264;SPC ID W     -   291,698.771   691,313.573   MT  1.00007856   -0 57 03.1
 QB0264;SPC OR N     -    74,322.308 2,770,385.237   MT  1.00001266   +2 24 10.6
 QB0264;SPC OR N     -   243,839.59  9,089,190.41   iFT  1.00001266   +2 24 10.6
 QB0264;SPC OR S     -   296,283.355 1,770,410.233   MT  1.00008477   +2 19 05.2
 QB0264;SPC OR S     -   972,058.25  5,808,432.52   iFT  1.00008477   +2 19 05.2
 QB0264;UTM  11      - 4,903,473.725   491,087.663   MT  0.99960098   -0 04 40.8
 QB0264
 QB0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0264!SPC ID W     -   0.99989433  x   1.00007856  =   0.99997288
 QB0264!SPC OR N     -   0.99989433  x   1.00001266  =   0.99990699
 QB0264!SPC OR S     -   0.99989433  x   1.00008477  =   0.99997909
 QB0264!UTM  11      -   0.99989433  x   0.99960098  =   0.99949535
 QB0264
 QB0264|---------------------------------------------------------------------|
 QB0264| PID    Reference Object                     Distance      Geod. Az  |
 QB0264|                                                           dddmmss.s |
 QB0264| CD6473 EATON WEST BASE RM 1                  9.998 METERS 07532     |
 QB0264| CD6475 EATON WEST BASE RM 3 AZIMUTH                       1105236.3 |
 QB0264| QB1316 WEISER RADIO STATION KWEI MAST      APPROX.13.7 KM 1143145.1 |
 QB0264| CD6472 EATON WEST BASE AZ MK                              2233015.6 |
 QB0264| CD6474 EATON WEST BASE RM 2                 11.430 METERS 33808     |
 QB0264| CD7318 ARCADIA PP                                         35525     |
 QB0264|---------------------------------------------------------------------|
 QB0264
 QB0264                          SUPERSEDED SURVEY CONTROL
 QB0264
 QB0264  NAD 83(1991)-  44 17 04.04576(N)    117 06 42.11037(W) AD(       ) 2
 QB0264  NAD 83(1986)-  44 17 04.04592(N)    117 06 42.11196(W) AD(       ) 2
 QB0264  NAD 27      -  44 17 04.46100(N)    117 06 38.49200(W) AD(       ) 2
 QB0264  NGVD 29 (??/??/92)  690.203  (m)         2264.44   (f) ADJ UNCH    2 0
 QB0264
 QB0264.Superseded values are not recommended for survey control.
 QB0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0264.See file dsdata.txt to determine how the superseded data were derived.
 QB0264
 QB0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9108803474(NAD 83)
 QB0264_MARKER: DS = TRIANGULATION STATION DISK
 QB0264_SETTING: 0 = UNSPECIFIED SETTING
 QB0264_STAMPING: EATON WEST BASE 1945
 QB0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0264
 QB0264  HISTORY     - Date     Condition        Report By
 QB0264  HISTORY     - 1945     MONUMENTED       CGS
 QB0264  HISTORY     - 1945     GOOD             CGS
 QB0264  HISTORY     - 1959     SEE DESCRIPTION  CGS
 QB0264  HISTORY     - 1959     SEE DESCRIPTION  LOCENG
 QB0264  HISTORY     - 1973     SEE DESCRIPTION  NGS
 QB0264  HISTORY     - 1983     GOOD             LOCENG
 QB0264
 QB0264                          STATION DESCRIPTION
 QB0264
 QB0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB0264'LOCATED ABOUT 7 MILES WNW OF WEISER, 1-1/2 MILES WNW OF THE
 QB0264'RAILROAD STATION AT EATON, ABOUT 2,400 FEET W OF THE POINT
 QB0264'OF TANGENCY OF THE FIRST CURVE IN THE UNION PACIFIC RAILROAD
 QB0264'TRACKS W OF WEISER, AND ABOUT 1/4 MILE N OF THE N BANK OF THE
 QB0264'SNAKE RIVER, ON THE SUMMIT OF A SMALL KNOLL.
 QB0264'
 QB0264'REACHED FROM WEISER BY GOING W ON U.S. HIGHWAY 30N TO A
 QB0264'Y-INTERSECTION JUST AFTER CROSSING THE RAILROAD TRACKS ON THE
 QB0264'OUTSKIRTS OF TOWN.  THENCE TAKE RIGHT FORK OFF HIGHWAY 30N,
 QB0264'AND FOLLOW GRAVEL ROAD W ALONG THE S SIDE OF THE RAILROAD
 QB0264'TRACKS FOR 6.5 MILES TO EATON, THENCE CROSS THE TRACKS AND
 QB0264'CONTINUE N ON THE GRAVEL ROAD FOR 0.4 MILE, THENCE TURN LEFT
 QB0264'AND GO W ON GRADED DIRT ROAD FOR 1.1 MILES TO A DIM RIGHT
 QB0264'FORK AT POINT WHERE THE ROAD AND RAILROAD TRACKS MAKE A CURVE
 QB0264'TO THE LEFT (SW), THENCE LEAVE THE GRADED ROAD, CONTINUE
 QB0264'W UP STEEP SLOPE OF SMALL KNOLL ON DIM TRACK ROAD FOR 0.3
 QB0264'MILE TO THE KNOLL SUMMIT AND STATION.
 QB0264'
 QB0264'STATION IS 125 FEET SE OF A DOUBLE POWER-LINE POLE AND 115
 QB0264'FEET S OF THE POWER LINE.  STATION MARK IS A BRONZE STATION
 QB0264'DISK SET IN THE TOP OF A CONCRETE POST, STAMPED EATON WEST
 QB0264'BASE 1945, AND PROJECTS 3 INCHES ABOVE THE GROUND.  UNDERGROUND
 QB0264'MARK IS A BRONZE STATION DISK IN CONCRETE.
 QB0264'
 QB0264'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 QB0264'OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 QB0264'IT IS STAMPED EATON WEST BASE 1945 NO 1.
 QB0264'
 QB0264'REFERENCE MARK 2 IS DIRECTLY ON LINE BETWEEN THE ABOVE MENTIONED
 QB0264'POWER-LINE POLE AND THE STATION.  IT IS A BRONZE REFERENCE
 QB0264'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 QB0264'ABOVE THE GROUND.  IT IS STAMPED EATON WEST BASE 1945 NO 2.
 QB0264'
 QB0264'THE AZIMUTH MARK IS LOCATED 0.6 MILE W OF THE ABOVE MENTIONED
 QB0264'POINT OF TANGENCY AND 30 FEET N OF THE CENTER LINE OF THE
 QB0264'GRADED DIRT ROAD, ON A VERY SMALL KNOLL.  TO REACH, CONTINUE
 QB0264'ON THE GRADED DIRT ROAD FROM THE POINT WHERE THE DIM TRACK
 QB0264'ROAD ENTERS FOR 0.6 MILE W TO THE MARK ON THE RIGHT.  IT IS
 QB0264'A BRONZE AZIMUTH DISK BRAZED TO THE TOP OF A SOIL PIPE AND
 QB0264'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS STAMPED EATON WEST
 QB0264'BASE 1945.
 QB0264
 QB0264                          STATION RECOVERY (1945)
 QB0264
 QB0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 QB0264'7.3 MI W FROM WEISER.
 QB0264'TRIANGULATION STATION IS 6.8 MILES WEST ALONG THE UNION PACIFIC
 QB0264'RAILROAD FROM THE STATION AT WEISER TO A CURVE TO THE SOUTHWEST IN THE
 QB0264'TRACK, THENCE 0.5 MILE WEST UP HILL TO STATION, STATION IS ON TOP OF
 QB0264'THE FIRST HILL WEST OF A CURVE TO THE SOUTHWEST IN THE TRACK AND IN
 QB0264'LINE TANGENT WITH THE SOUTH RAIL OF A LONG STRETCH OF STRAIGHT TRACK
 QB0264'LEADING WEST FROM WEISER, 124.0 FEET SOUTHEAST OF THE CENTER OF A
 QB0264'DOUBLE POWER LINE POLE AT A POINT WHERE THE POWER LINE MAKES A TURN TO
 QB0264'THE NORTHWEST, 5.8 FEET NORTHEAST OF A 4X4 INCH WOODEN MARKER POST AND
 QB0264'PROJECTING 0.5 FOOT ABOVE GROUND.
 QB0264
 QB0264                          STATION RECOVERY (1959)
 QB0264
 QB0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 QB0264'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS FOUND TO BE
 QB0264'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR
 QB0264'AS THE STATION WAS NOT OCCUPIED AT THIS TIME.  THE TO REACH
 QB0264'DESCRIPTION MAY CHANGE SOMEWHAT DUE TO SOME HEAVY EXCAVATION
 QB0264'IN PROGRESS AT THE SOUTH SIDE OF THE HILL UPON WHICH THE
 QB0264'STATION IS LOCATED.
 QB0264
 QB0264                          STATION RECOVERY (1959)
 QB0264
 QB0264'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (PHG)
 QB0264'STATION RECOVERED BY BARTON STODDARD MILHOLLIN ENGRS.
 QB0264'
 QB0264'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED ON PAGE
 QB0264'27, BOOK NO. 877.
 QB0264'
 QB0264'AZIMUTH MARK DESTROYED BY ROAD CONSTRUCTION.
 QB0264
 QB0264                          STATION RECOVERY (1973)
 QB0264
 QB0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 QB0264'PREVIOUS DESCRIPTION FOUND IN BOOK NO. 877, PAGE 27.
 QB0264'
 QB0264'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED
 QB0264'IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED WHEN THE
 QB0264'ROAD WAS IMPROVED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 QB0264'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QB0264'
 QB0264'THE STATION IS 7 MILES WEST-NORTHWEST OF WEISER, AND 1/4
 QB0264'MILE NORTH OF THE NORTH BANK OF THE SNAKE RIVER, ON A ROUNDED
 QB0264'KNOLL IN RANGE LAND.
 QB0264'
 QB0264'TO REACH THE STATION FROM THE WEISER POST OFFICE GO WEST,
 QB0264'AND SOUTH ON U.S. HIGHWAY 30N FOR 0.7 MILE TO THE JUNCTION
 QB0264'WITH STATE HIGHWAY 70, JUST AFTER PASSING UNDER THE RAILROAD
 QB0264'TRACKS, TURN RIGHT, AND GO WESTERLY ON STATE HIGHWAY 70 FOR
 QB0264'5.4 MILES TO THE END OF THE HIGHWAY AT THE SETTLEMENT OF
 QB0264'EATON, TURN RIGHT, AND GO NORTH ON THE GRAVELED ROAD FOR 1.0
 QB0264'MILE TO A CROSSROAD, TURN LEFT, AND GO WEST ON OLDS FERRY
 QB0264'ROAD FOR 0.9 MILE TO REFERENCE MARK NO. 3 ON THE LEFT.
 QB0264'CONTINUE WEST FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT,
 QB0264'AND GO NORTHWEST ON THE GRAVELED ROAD FOR 0.3 MILE TO A
 QB0264'SADDLE, WHERE THE ROAD CURVES NORTHEAST INTO A GRAVELED PIT, AND
 QB0264'A TRACK ROAD LEFT, TURN LEFT, AND GO SOUTHEAST ON THE
 QB0264'TRACK ROAD FOR 0.1 MILE TO THE STATION.
 QB0264'
 QB0264'THE STATION MARK, STAMPED EATON WEST BASE 1945, IS A STANDARD
 QB0264'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 QB0264'2 INCHES, 135 FEET SOUTHEAST OF POWER POLE NO. 128, 15 FEET
 QB0264'WEST OF THE CENTER OF THE TRACK ROAD, AND 1 FOOT NORTH OF
 QB0264'A METAL WITNESS POST.  (NOTE 1A AND 7A)
 QB0264'
 QB0264'REFERENCE MARK NO. 1, STAMPED EATON WEST BASE NO 1 1945, IS
 QB0264'A STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 QB0264'PROJECTS 3-INCHES, 17 FEET EAST OF THE TRACK ROAD, AND 1 FOOT
 QB0264'LOWER THAN THE STATION.  (NOTE 11A)
 QB0264'
 QB0264'REFERENCE MARK NO. 2, STAMPED EATON WEST BASE NO 2 1945, IS
 QB0264'A STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT
 QB0264'THAT PROJECTS 3-INCHES, 100 FEET SOUTHEAST OF THE POWER POLE,
 QB0264'AND 8 FEET WEST OF THE CENTER OF THE TRACK ROAD.  (NOTE 11A)
 QB0264'
 QB0264'REFERENCE MARK NO. 3, STAMPED EATON WEST BASE 1945 NO 3 1973,
 QB0264'IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 QB0264'THAT PROJECTS 5 INCHES, 68 FEET SOUTH OF THE CENTER OF OLDS
 QB0264'FERRY ROAD, 47 FEET NORTH OF THE NEAREST RAIL OF THE RAILROAD
 QB0264'TRACKS, 14 FEET EAST OF THE EAST END OF A GATE IN THE
 QB0264'RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST THAT
 QB0264'WAS PLACED IN THE RIGHT-OF-WAY FENCE LINE.
 QB0264'
 QB0264'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 QB0264'WEST-NORTHWEST OF WEISER
 QB0264
 QB0264                          STATION RECOVERY (1983)
 QB0264
 QB0264'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 QB0264'EATON WEST BASE 1945 RECOVERED GOOD.
 QB0264'
 QB0264'ALL MARKS, INCLUDING R.M. 1 (STAMPED EATON WEST BASE NO 1 1945),
 QB0264'R.M. 2 (STAMPED EATON WEST BASE NO 2 1945), AND AZIMUTH MARK
 QB0264'(STAMPED EATON WEST BASE 1945 NO 3 1973) WERE RECOVERED IN GOOD
 QB0264'CONDITION AS DESCRIBED.  DISTANCE FROM R.M. 1 TO R.M. 2 (52.91
 QB0264'FT.) CHECKS.  A METAL WITNESS POST WITH SIGN IS IN FENCE 1.5 FT.
 QB0264'NNE OF AZIMUTH MARK.  SIGN HAS BEEN BADLY SHOT UP, BUT
 QB0264'LETTERING IS STILL READABLE.  PLACED ORANGE SIGN POST 4.3 FT. NORTH
 QB0264'OF STATION MARK.  THE 1973 TO REACH INSTRUCTIONS ARE ADEQAUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0615 ***********************************************************************
 NU0615  DESIGNATION -  EC 2
 NU0615  PID         -  NU0615
 NU0615  STATE/COUNTY-  ID/POWER
 NU0615  USGS QUAD   -  SCHILLER (1971)
 NU0615
 NU0615                         *CURRENT SURVEY CONTROL
 NU0615  ___________________________________________________________________
 NU0615* NAD 83(1986)-  42 52 49.     (N)    112 39 27.     (W)     SCALED    
 NU0615* NAVD 88     -      1350.440  (meters)    4430.57   (feet)  ADJUSTED  
 NU0615  ___________________________________________________________________
 NU0615  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 NU0615  DYNAMIC HT  -        1349.672 (meters)    4428.05  (feet)  COMP
 NU0615  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 NU0615
 NU0615  VERT ORDER  -  FIRST     CLASS II
 NU0615
 NU0615.The horizontal coordinates were scaled from a topographic map and have
 NU0615.an estimated accuracy of +/- 6 seconds.
 NU0615
 NU0615.The orthometric height was determined by differential leveling
 NU0615.and adjusted by the National Geodetic Survey in June 1991..
 NU0615
 NU0615.The geoid height was determined by GEOID03.
 NU0615
 NU0615.The dynamic height is computed by dividing the NAVD 88
 NU0615.geopotential number by the normal gravity value computed on the
 NU0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0615.degrees latitude (g = 980.6199 gals.).
 NU0615
 NU0615.The modeled gravity was interpolated from observed gravity values.
 NU0615
 NU0615;                    North         East    Units  Estimated Accuracy
 NU0615;SPC ID E     -   134,920.      159,900.      MT  (+/- 180 meters Scaled)
 NU0615
 NU0615                          SUPERSEDED SURVEY CONTROL
 NU0615
 NU0615  NGVD 29 (??/??/92) 1349.407  (m)         4427.18   (f) ADJ UNCH    1 2
 NU0615
 NU0615.Superseded values are not recommended for survey control.
 NU0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0615.See file dsdata.txt to determine how the superseded data were derived.
 NU0615
 NU0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN646488(NAD 83)
 NU0615_MARKER: DD = SURVEY DISK
 NU0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0615_STAMPING: 4428 EC 2 1934
 NU0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0615+STABILITY: SURFACE MOTION
 NU0615
 NU0615  HISTORY     - Date     Condition        Report By
 NU0615  HISTORY     - 1934     MONUMENTED       USGS
 NU0615  HISTORY     - 1958     GOOD             NGS
 NU0615  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0615
 NU0615                          STATION DESCRIPTION
 NU0615
 NU0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0615'12.2 MI NE FROM AMERICAN FALLS.
 NU0615'12.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0615'AT AMERICAN FALLS, 1/4 MILE NORTHEAST OF THE STATION SIGN AT SCHILLER,
 NU0615'AT THE CROSSING OF A ROAD LEADING TO PAULINE, 30 FEET NORTHEAST OF THE
 NU0615'CENTERLINE OF THE ROAD, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE
 NU0615'TRACK, AT THE RIGHT-OF-WAY FENCE CORNER, 6.8 FEET SOUTHWEST OF A
 NU0615'TELEPHONE POLE, AND 2.8 FEET SOUTH OF A WHITE WITNESS POST. A UNITED
 NU0615'STATES GEOLOGICAL SURVEY STANDARD DISK, AND SET IN THE TOP OF A
 NU0615'CONCRETE POST.
 NU0615
 NU0615                          STATION RECOVERY (1983)
 NU0615
 NU0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0615'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0613 ***********************************************************************
 NU0613  DESIGNATION -  EC 3
 NU0613  PID         -  NU0613
 NU0613  STATE/COUNTY-  ID/POWER
 NU0613  USGS QUAD   -  SCHILLER (1971)
 NU0613
 NU0613                         *CURRENT SURVEY CONTROL
 NU0613  ___________________________________________________________________
 NU0613* NAD 83(1986)-  42 52 35.     (N)    112 37 40.     (W)     SCALED    
 NU0613* NAVD 88     -      1343.857  (meters)    4408.97   (feet)  ADJUSTED  
 NU0613  ___________________________________________________________________
 NU0613  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NU0613  DYNAMIC HT  -        1343.090 (meters)    4406.45  (feet)  COMP
 NU0613  MODELED GRAV-     980,003.4   (mgal)                       NAVD 88
 NU0613
 NU0613  VERT ORDER  -  SECOND    CLASS 0
 NU0613
 NU0613.The horizontal coordinates were scaled from a topographic map and have
 NU0613.an estimated accuracy of +/- 6 seconds.
 NU0613
 NU0613.The orthometric height was determined by differential leveling
 NU0613.and adjusted by the National Geodetic Survey in June 1991..
 NU0613
 NU0613.The geoid height was determined by GEOID03.
 NU0613
 NU0613.The dynamic height is computed by dividing the NAVD 88
 NU0613.geopotential number by the normal gravity value computed on the
 NU0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0613.degrees latitude (g = 980.6199 gals.).
 NU0613
 NU0613.The modeled gravity was interpolated from observed gravity values.
 NU0613
 NU0613;                    North         East    Units  Estimated Accuracy
 NU0613;SPC ID E     -   134,470.      162,330.      MT  (+/- 180 meters Scaled)
 NU0613
 NU0613                          SUPERSEDED SURVEY CONTROL
 NU0613
 NU0613  NGVD 29 (??/??/92) 1342.827  (m)         4405.59   (f) ADJ UNCH    2 0
 NU0613
 NU0613.Superseded values are not recommended for survey control.
 NU0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0613.See file dsdata.txt to determine how the superseded data were derived.
 NU0613
 NU0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN670483(NAD 83)
 NU0613_MARKER: DD = SURVEY DISK
 NU0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0613_STAMPING: E C 3 1934 4406
 NU0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0613+STABILITY: SURFACE MOTION
 NU0613
 NU0613  HISTORY     - Date     Condition        Report By
 NU0613  HISTORY     - 1934     MONUMENTED       USGS
 NU0613  HISTORY     - 1938     GOOD             NGS
 NU0613  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0613  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0613
 NU0613                          STATION DESCRIPTION
 NU0613
 NU0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0613'1.6 MI SE FROM SCHILLER.
 NU0613'1.6 MILES SOUTHEAST ALONG THE PAULINE ROAD FROM THE UNION PACIFIC
 NU0613'RAILROAD STATION AT SCHILLER, POWER COUNTY, 190 FEET SOUTH OF A WOODEN
 NU0613'BRIDGE, 75 FEET EAST OF A FENCE CORNER, AND 50 FEET EAST OF THE
 NU0613'CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NU0613'DISK, STAMPED E C 3 1934 4406 AND SET IN THE TOP OF A CONCRETE POST.
 NU0613
 NU0613                          STATION RECOVERY (1971)
 NU0613
 NU0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0613'MARK NOT FOUND.
 NU0613
 NU0613                          STATION RECOVERY (1983)
 NU0613
 NU0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0613'NOT RECOVERED.  AREA DESCRIBED IS NOW UNDER IRRIGATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0611 ***********************************************************************
 NU0611  DESIGNATION -  EC 4
 NU0611  PID         -  NU0611
 NU0611  STATE/COUNTY-  ID/POWER
 NU0611  USGS QUAD   -  MICHAUD CREEK (1974)
 NU0611
 NU0611                         *CURRENT SURVEY CONTROL
 NU0611  ___________________________________________________________________
 NU0611* NAD 83(1986)-  42 50 46.     (N)    112 37 29.     (W)     SCALED    
 NU0611* NAVD 88     -      1355.807  (meters)    4448.18   (feet)  ADJUSTED  
 NU0611  ___________________________________________________________________
 NU0611  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NU0611  DYNAMIC HT  -        1355.021 (meters)    4445.60  (feet)  COMP
 NU0611  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 NU0611
 NU0611  VERT ORDER  -  SECOND    CLASS 0
 NU0611
 NU0611.The horizontal coordinates were scaled from a topographic map and have
 NU0611.an estimated accuracy of +/- 6 seconds.
 NU0611
 NU0611.The orthometric height was determined by differential leveling
 NU0611.and adjusted by the National Geodetic Survey in June 1991..
 NU0611
 NU0611.The geoid height was determined by GEOID03.
 NU0611
 NU0611.The dynamic height is computed by dividing the NAVD 88
 NU0611.geopotential number by the normal gravity value computed on the
 NU0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0611.degrees latitude (g = 980.6199 gals.).
 NU0611
 NU0611.The modeled gravity was interpolated from observed gravity values.
 NU0611
 NU0611;                    North         East    Units  Estimated Accuracy
 NU0611;SPC ID E     -   131,110.      162,560.      MT  (+/- 180 meters Scaled)
 NU0611
 NU0611                          SUPERSEDED SURVEY CONTROL
 NU0611
 NU0611  NGVD 29 (??/??/92) 1354.767  (m)         4444.76   (f) ADJ UNCH    2 0
 NU0611
 NU0611.Superseded values are not recommended for survey control.
 NU0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0611.See file dsdata.txt to determine how the superseded data were derived.
 NU0611
 NU0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN672450(NAD 83)
 NU0611_MARKER: DB = BENCH MARK DISK
 NU0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0611_STAMPING: E C 4 1934 4445
 NU0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0611+STABILITY: SURFACE MOTION
 NU0611
 NU0611  HISTORY     - Date     Condition        Report By
 NU0611  HISTORY     - 1934     MONUMENTED       USGS
 NU0611  HISTORY     - 1938     GOOD             NGS
 NU0611  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0611
 NU0611                          STATION DESCRIPTION
 NU0611
 NU0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0611'3.6 MI SE FROM SCHILLER.
 NU0611'3.6 MILES SOUTHEAST ALONG THE PAULINE ROAD FROM THE UNION PACIFIC
 NU0611'RAILROAD STATION AT SCHILLER, POWER COUNTY, 0.4 MILE SOUTH OF AN
 NU0611'S-CURVE, 0.4 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING WEST, AND 54
 NU0611'FEET WEST OF THE CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL
 NU0611'SURVEY STANDARD DISK, STAMPED E C 4 1934 4445 AND SET IN THE TOP OF A
 NU0611'CONCRETE POST.
 NU0611
 NU0611                          STATION RECOVERY (1971)
 NU0611
 NU0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0609 ***********************************************************************
 NU0609  DESIGNATION -  EC 5
 NU0609  PID         -  NU0609
 NU0609  STATE/COUNTY-  ID/POWER
 NU0609  USGS QUAD   -  MICHAUD CREEK (1974)
 NU0609
 NU0609                         *CURRENT SURVEY CONTROL
 NU0609  ___________________________________________________________________
 NU0609* NAD 83(1986)-  42 48 56.     (N)    112 37 29.     (W)     SCALED    
 NU0609* NAVD 88     -      1369.399  (meters)    4492.77   (feet)  ADJUSTED  
 NU0609  ___________________________________________________________________
 NU0609  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 NU0609  DYNAMIC HT  -        1368.597 (meters)    4490.14  (feet)  COMP
 NU0609  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 NU0609
 NU0609  VERT ORDER  -  SECOND    CLASS 0
 NU0609
 NU0609.The horizontal coordinates were scaled from a topographic map and have
 NU0609.an estimated accuracy of +/- 6 seconds.
 NU0609
 NU0609.The orthometric height was determined by differential leveling
 NU0609.and adjusted by the National Geodetic Survey in June 1991..
 NU0609
 NU0609.The geoid height was determined by GEOID03.
 NU0609
 NU0609.The dynamic height is computed by dividing the NAVD 88
 NU0609.geopotential number by the normal gravity value computed on the
 NU0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0609.degrees latitude (g = 980.6199 gals.).
 NU0609
 NU0609.The modeled gravity was interpolated from observed gravity values.
 NU0609
 NU0609;                    North         East    Units  Estimated Accuracy
 NU0609;SPC ID E     -   127,710.      162,540.      MT  (+/- 180 meters Scaled)
 NU0609
 NU0609                          SUPERSEDED SURVEY CONTROL
 NU0609
 NU0609  NGVD 29 (??/??/92) 1368.348  (m)         4489.32   (f) ADJ UNCH    2 0
 NU0609
 NU0609.Superseded values are not recommended for survey control.
 NU0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0609.See file dsdata.txt to determine how the superseded data were derived.
 NU0609
 NU0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN671416(NAD 83)
 NU0609_MARKER: DD = SURVEY DISK
 NU0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0609_STAMPING: E C 5 1934 4490
 NU0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0609+STABILITY: SURFACE MOTION
 NU0609
 NU0609  HISTORY     - Date     Condition        Report By
 NU0609  HISTORY     - 1934     MONUMENTED       USGS
 NU0609  HISTORY     - 1938     GOOD             NGS
 NU0609
 NU0609                          STATION DESCRIPTION
 NU0609
 NU0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0609'5.6 MI SE FROM SCHILLER.
 NU0609'5.6 MILES SOUTHEAST ALONG THE PAULINE ROAD FROM THE UNION PACIFIC
 NU0609'RAILROAD STATION AT SCHILLER, POWER COUNTY, AT THE NORTH END OF A
 NU0609'CURVE, 45 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 4 FEET SOUTH OF
 NU0609'A POLE LETTERED U.S.B.M.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NU0609'DISK, STAMPED E C 5 1934 4490 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0607 ***********************************************************************
 NU0607  DESIGNATION -  EC 6
 NU0607  PID         -  NU0607
 NU0607  STATE/COUNTY-  ID/POWER
 NU0607  USGS QUAD   -  MICHAUD CREEK (1974)
 NU0607
 NU0607                         *CURRENT SURVEY CONTROL
 NU0607  ___________________________________________________________________
 NU0607* NAD 83(1986)-  42 47 25.     (N)    112 37 29.     (W)     SCALED    
 NU0607* NAVD 88     -      1385.165  (meters)    4544.50   (feet)  ADJUSTED  
 NU0607  ___________________________________________________________________
 NU0607  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 NU0607  DYNAMIC HT  -        1384.352 (meters)    4541.83  (feet)  COMP
 NU0607  MODELED GRAV-     979,986.1   (mgal)                       NAVD 88
 NU0607
 NU0607  VERT ORDER  -  SECOND    CLASS 0
 NU0607
 NU0607.The horizontal coordinates were scaled from a topographic map and have
 NU0607.an estimated accuracy of +/- 6 seconds.
 NU0607
 NU0607.The orthometric height was determined by differential leveling
 NU0607.and adjusted by the National Geodetic Survey in June 1991..
 NU0607
 NU0607.The geoid height was determined by GEOID03.
 NU0607
 NU0607.The dynamic height is computed by dividing the NAVD 88
 NU0607.geopotential number by the normal gravity value computed on the
 NU0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0607.degrees latitude (g = 980.6199 gals.).
 NU0607
 NU0607.The modeled gravity was interpolated from observed gravity values.
 NU0607
 NU0607;                    North         East    Units  Estimated Accuracy
 NU0607;SPC ID E     -   124,900.      162,530.      MT  (+/- 180 meters Scaled)
 NU0607
 NU0607                          SUPERSEDED SURVEY CONTROL
 NU0607
 NU0607  NGVD 29 (??/??/92) 1384.113  (m)         4541.04   (f) ADJ UNCH    2 0
 NU0607
 NU0607.Superseded values are not recommended for survey control.
 NU0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0607.See file dsdata.txt to determine how the superseded data were derived.
 NU0607
 NU0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN671388(NAD 83)
 NU0607_MARKER: DD = SURVEY DISK
 NU0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0607_STAMPING: E C 6 1934 4542
 NU0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0607+STABILITY: SURFACE MOTION
 NU0607
 NU0607  HISTORY     - Date     Condition        Report By
 NU0607  HISTORY     - 1934     MONUMENTED       USGS
 NU0607  HISTORY     - 1938     GOOD             NGS
 NU0607
 NU0607                          STATION DESCRIPTION
 NU0607
 NU0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0607'7.3 MI SE FROM SCHILLER.
 NU0607'7.3 MILES SOUTHEAST ALONG THE PAULINE ROAD FROM THE UNION PACIFIC
 NU0607'RAILROAD STATION AT SCHILLER, POWER COUNTY, AT THE NORTH END OF A
 NU0607'SHORT GRADE, AT THE POINT WHERE A POLE LINE LEAVES THE ROAD, 116 FEET
 NU0607'WEST OF THE CENTERLINE OF THE ROAD, IN LINE WITH THE ROW OF POLES, AND
 NU0607'AT A POLE PAINTED U.S.P.B.M.  A UNITED STATES GEOLOGICAL SURVEY
 NU0607'STANDARD DISK, STAMPED E C 6 1934 4542 AND SET IN THE TOP OF A
 NU0607'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0605 ***********************************************************************
 NU0605  DESIGNATION -  EC 7
 NU0605  PID         -  NU0605
 NU0605  STATE/COUNTY-  ID/POWER
 NU0605  USGS QUAD   -  MICHAUD CREEK (1974)
 NU0605
 NU0605                         *CURRENT SURVEY CONTROL
 NU0605  ___________________________________________________________________
 NU0605* NAD 83(1986)-  42 45 56.     (N)    112 37 17.     (W)     SCALED    
 NU0605* NAVD 88     -      1393.904  (meters)    4573.17   (feet)  ADJUSTED  
 NU0605  ___________________________________________________________________
 NU0605  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 NU0605  DYNAMIC HT  -        1393.084 (meters)    4570.48  (feet)  COMP
 NU0605  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 NU0605
 NU0605  VERT ORDER  -  SECOND    CLASS 0
 NU0605
 NU0605.The horizontal coordinates were scaled from a topographic map and have
 NU0605.an estimated accuracy of +/- 6 seconds.
 NU0605
 NU0605.The orthometric height was determined by differential leveling
 NU0605.and adjusted by the National Geodetic Survey in June 1991..
 NU0605
 NU0605.The geoid height was determined by GEOID03.
 NU0605
 NU0605.The dynamic height is computed by dividing the NAVD 88
 NU0605.geopotential number by the normal gravity value computed on the
 NU0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0605.degrees latitude (g = 980.6199 gals.).
 NU0605
 NU0605.The modeled gravity was interpolated from observed gravity values.
 NU0605
 NU0605;                    North         East    Units  Estimated Accuracy
 NU0605;SPC ID E     -   122,160.      162,780.      MT  (+/- 180 meters Scaled)
 NU0605
 NU0605                          SUPERSEDED SURVEY CONTROL
 NU0605
 NU0605  NGVD 29 (??/??/92) 1392.853  (m)         4569.72   (f) ADJ UNCH    2 0
 NU0605
 NU0605.Superseded values are not recommended for survey control.
 NU0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0605.See file dsdata.txt to determine how the superseded data were derived.
 NU0605
 NU0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN673360(NAD 83)
 NU0605_MARKER: DD = SURVEY DISK
 NU0605_SETTING: 66 = SET IN ROCK OUTCROP
 NU0605_SP_SET: ROCK BLUFF
 NU0605_STAMPING: E C 7 1934 4570
 NU0605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0605+STABILITY: POSITION/ELEVATION WELL
 NU0605
 NU0605  HISTORY     - Date     Condition        Report By
 NU0605  HISTORY     - 1934     MONUMENTED       USGS
 NU0605  HISTORY     - 1938     GOOD             NGS
 NU0605
 NU0605                          STATION DESCRIPTION
 NU0605
 NU0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0605'8.9 MI SE FROM SCHILLER.
 NU0605'8.9 MILES SOUTHEAST ALONG THE PAULINE ROAD FROM THE UNION PACIFIC
 NU0605'RAILROAD STATION AT SCHILLER, POWER COUNTY, AT THE SOUTH END OF A
 NU0605'CURVE, AT THE BASE OF A ROCKY BLUFF, 53 FEET WEST OF THE CENTERLINE OF
 NU0605'THE ROAD, AND IN THE TOP OF A LAVA BOULDER.  A UNITED STATES
 NU0605'GEOLOGICAL SURVEY STANDARD DISK, STAMPED E C 7 1934 4570.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0603 ***********************************************************************
 NU0603  DESIGNATION -  EC 8
 NU0603  PID         -  NU0603
 NU0603  STATE/COUNTY-  ID/POWER
 NU0603  USGS QUAD   -  FLATIRON HILL (1971)
 NU0603
 NU0603                         *CURRENT SURVEY CONTROL
 NU0603  ___________________________________________________________________
 NU0603* NAD 83(1986)-  42 44 28.     (N)    112 36 49.     (W)     SCALED    
 NU0603* NAVD 88     -      1415.311  (meters)    4643.40   (feet)  ADJUSTED  
 NU0603  ___________________________________________________________________
 NU0603  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 NU0603  DYNAMIC HT  -        1414.476 (meters)    4640.66  (feet)  COMP
 NU0603  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 NU0603
 NU0603  VERT ORDER  -  SECOND    CLASS 0
 NU0603
 NU0603.The horizontal coordinates were scaled from a topographic map and have
 NU0603.an estimated accuracy of +/- 6 seconds.
 NU0603
 NU0603.The orthometric height was determined by differential leveling
 NU0603.and adjusted by the National Geodetic Survey in June 1991..
 NU0603
 NU0603.The geoid height was determined by GEOID03.
 NU0603
 NU0603.The dynamic height is computed by dividing the NAVD 88
 NU0603.geopotential number by the normal gravity value computed on the
 NU0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0603.degrees latitude (g = 980.6199 gals.).
 NU0603
 NU0603.The modeled gravity was interpolated from observed gravity values.
 NU0603
 NU0603;                    North         East    Units  Estimated Accuracy
 NU0603;SPC ID E     -   119,440.      163,410.      MT  (+/- 180 meters Scaled)
 NU0603
 NU0603                          SUPERSEDED SURVEY CONTROL
 NU0603
 NU0603  NGVD 29 (??/??/92) 1414.260  (m)         4639.95   (f) ADJ UNCH    2 0
 NU0603
 NU0603.Superseded values are not recommended for survey control.
 NU0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0603.See file dsdata.txt to determine how the superseded data were derived.
 NU0603
 NU0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN679333(NAD 83)
 NU0603_MARKER: DD = SURVEY DISK
 NU0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0603_STAMPING: E C 8 1934 4640
 NU0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0603+STABILITY: SURFACE MOTION
 NU0603
 NU0603  HISTORY     - Date     Condition        Report By
 NU0603  HISTORY     - 1934     MONUMENTED       USGS
 NU0603  HISTORY     - 1938     GOOD             NGS
 NU0603
 NU0603                          STATION DESCRIPTION
 NU0603
 NU0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0603'10.6 MI SE FROM SCHILLER.
 NU0603'10.6 MILES SOUTHEAST ALONG THE PAULINE ROAD FROM THE UNION PACIFIC
 NU0603'RAILROAD STATION AT SCHILLER, POWER COUNTY, AT THE END OF A FENCE ON
 NU0603'THE EAST SIDE OF THE ROAD, 49 FEET EAST OF THE CENTERLINE OF THE ROAD,
 NU0603'AND 24 FEET EAST OF A CORNER POST PAINTED U.S.P.B.M.  A UNITED STATES
 NU0603'GEOLOGICAL SURVEY STANDARD DISK, STAMPED E C 8 1934 4640 AND SET IN
 NU0603'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1343 ***********************************************************************
 RA1343  DESIGNATION -  ECHOLS
 RA1343  PID         -  RA1343
 RA1343  STATE/COUNTY-  ID/ADAMS
 RA1343  USGS QUAD   -  PURGATORY SADDLE (1990)
 RA1343
 RA1343                         *CURRENT SURVEY CONTROL
 RA1343  ___________________________________________________________________
 RA1343* NAD 83(1992)-  45 08 28.67965(N)    116 33 43.66227(W)     ADJUSTED  
 RA1343* NAVD 88     -      2487.3    (meters)    8160.     (feet)  VERTCON   
 RA1343  ___________________________________________________________________
 RA1343  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 RA1343  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 RA1343
 RA1343  HORZ ORDER  -  FIRST
 RA1343
 RA1343.The horizontal coordinates were established by classical geodetic methods
 RA1343.and adjusted by the National Geodetic Survey in July 1992..
 RA1343
 RA1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1343
 RA1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1343
 RA1343.The geoid height was determined by GEOID03.
 RA1343
 RA1343;                    North         East     Units Scale Factor Converg.
 RA1343;SPC ID W     -   386,329.102   736,128.093   MT  0.99998348   -0 34 32.5
 RA1343;UTM  11      - 4,998,740.471   534,426.049   MT  0.99961457   +0 18 37.4
 RA1343
 RA1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1343!SPC ID W     -   0.99961254  x   0.99998348  =   0.99959602
 RA1343!UTM  11      -   0.99961254  x   0.99961457  =   0.99922726
 RA1343
 RA1343|---------------------------------------------------------------------|
 RA1343| PID    Reference Object                     Distance      Geod. Az  |
 RA1343|                                                           dddmmss.s |
 RA1343| CH7284 ECHOLS RM 1                           7.510 METERS 02911     |
 RA1343| CH7285 ECHOLS RM 2                           3.960 METERS 09504     |
 RA1343| RA1344 LICK CREEK LOOKOUT TOWER            APPROX. 5.9 KM 1305531.1 |
 RA1343| RA1341 SMITH MTN LOOKOUT TOWER             APPROX. 1.6 KM 2402046.3 |
 RA1343|---------------------------------------------------------------------|
 RA1343
 RA1343                          SUPERSEDED SURVEY CONTROL
 RA1343
 RA1343  NAD 83(1991)-  45 08 28.68024(N)    116 33 43.66150(W) AD(       ) 1
 RA1343  NAD 83(1986)-  45 08 28.68068(N)    116 33 43.66064(W) AD(       ) 1
 RA1343  NAD 27      -  45 08 29.11433(N)    116 33 40.15054(W) AD(       ) 1
 RA1343  NGVD 29 (07/19/86) 2486.0    (m)         8156.     (f) VERT ANG       
 RA1343
 RA1343.Superseded values are not recommended for survey control.
 RA1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1343.See file dsdata.txt to determine how the superseded data were derived.
 RA1343
 RA1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK3442698740(NAD 83)
 RA1343_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RA1343_SETTING: 66 = SET IN ROCK OUTCROP
 RA1343
 RA1343  HISTORY     - Date     Condition        Report By
 RA1343  HISTORY     - 1966     MONUMENTED       CGS
 RA1343
 RA1343                          STATION DESCRIPTION
 RA1343
 RA1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 RA1343'STATION IS LOCATED ABOUT 18 MILES NORTHWEST OF NEW MEADOWS, 9 MILES
 RA1343'NORTHEAST OF THE BEAR POST OFFICE, 1 MILE EAST-NORTHEAST OF THE
 RA1343'SMITH MOUNTAIN LOOKOUT HOUSE AND IS ON THE SOUTHWEST ONE OF
 RA1343'SEVERAL PEAKS ALONG A NORTHEAST-SOUTHWEST RIDGE.  THE POINT IS
 RA1343'LOCALLY KNOWN AS ECHOLS NO.2.
 RA1343'
 RA1343'TO REACH FROM THE POST OFFICE IN COUNCIL, GO WEST AND NORTH ON
 RA1343'THE COUNCIL-CUPRUM ROAD FOR 29.0 MILES TO A SIDE ROAD LEFT AT
 RA1343'SOME RANCH BUILDINGS, KEEP RIGHT AND GO NORTH ON LANDORE ROAD
 RA1343'FOR 4.3 MILES TO THE BEAR GUARD STATION, CONTINUE NORTH ON THE
 RA1343'ROAD FOR 0.65 MILE TO A FORK AND SIGN BLACK LAKE 15 ETC., TAKE
 RA1343'THE LEFT FORK, UPGRADE, FOR 1.85 MILES TO A FORK AND SIGN SMITH
 RA1343'MTN L. 0.5, TAKE THE RIGHT FORK FOR 5.0 MILES TO A FORK AND
 RA1343'SIGN SMITH MTN L.O. 1/4, TAKE THE LEFT FORK AND CONTINUE ON THE
 RA1343'ROAD FOR 1.0 MILE TO THE TOP OF A SADDLE AND A PARKING AREA ON THE
 RA1343'RIGHT AND THE END OF TRUCK TRAVEL.  THIS POINT IS JUST BEFORE
 RA1343'THE ROAD STARTS DOWNGRADE.  BEAR RIGHT ONTO THE CREST OF THE
 RA1343'RIDGE AND FOLLOW RIDGE SOUTH AND EAST FOR ABOUT 1/3 MILE TO
 RA1343'THE HIGHEST POINT AND THE STATION.  A 45 MINUTE PACK.
 RA1343'
 RA1343'STATION MARK IS A STANDARD DISK, STAMPED ECHOLS 1966, CEMENTED
 RA1343'IN A DRILL HOLE IN AN OUTCROP.  ON THE HIGHEST POINT AND IS 5
 RA1343'FEET SOUTH OF THE NORTH EDGE OF THE CLIFF.
 RA1343'
 RA1343'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK,
 RA1343'STAMPED NO 1 1962, CEMENTED IN A DEPRESSION IN THE TOP OF AN
 RA1343'IRREGULAR SHAPED BOULDER AND IS ABOUT 1 FOOT LOWER THAN THE
 RA1343'STATION.
 RA1343'
 RA1343'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ECHOLS NO 2 1966,
 RA1343'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 2 FOOT BOULDER
 RA1343'WHICH PROJECTS ABOUT 6 INCHES.  IT IS ABOUT 3 FEET LOWER THAN
 RA1343'THE STATION.
 RA1343'
 RA1343'SMITH MOUNTAIN LOOKOUT HOUSE WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1006 ***********************************************************************
 NV1006  DESIGNATION -  EDEN
 NV1006  PID         -  NV1006
 NV1006  STATE/COUNTY-  ID/JEROME
 NV1006  USGS QUAD   -  EDEN (1992)
 NV1006
 NV1006                         *CURRENT SURVEY CONTROL
 NV1006  ___________________________________________________________________
 NV1006* NAD 83(1992)-  42 35 06.35808(N)    114 13 57.51536(W)     ADJUSTED  
 NV1006* NAVD 88     -      1343.0    (meters)    4406.     (feet)  VERTCON   
 NV1006  ___________________________________________________________________
 NV1006  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 NV1006  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 NV1006
 NV1006  HORZ ORDER  -  SECOND
 NV1006
 NV1006.The horizontal coordinates were established by classical geodetic methods
 NV1006.and adjusted by the National Geodetic Survey in July 1992..
 NV1006
 NV1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1006
 NV1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1006
 NV1006.The geoid height was determined by GEOID03.
 NV1006
 NV1006;                    North         East     Units Scale Factor Converg.
 NV1006;SPC ID C     -   102,036.460   480,903.916   MT  0.99995185   -0 09 26.7
 NV1006;UTM  11      - 4,718,454.906   727,081.998   MT  1.00023448   +1 52 24.3
 NV1006
 NV1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1006!SPC ID C     -   0.99979174  x   0.99995185  =   0.99974360
 NV1006!UTM  11      -   0.99979174  x   1.00023448  =   1.00002618
 NV1006
 NV1006:                Primary Azimuth Mark                     Grid Az
 NV1006:SPC ID C     -  EDEN COLO MILL ELEV CO ELEV              036 49 04.4
 NV1006:UTM  11      -  EDEN COLO MILL ELEV CO ELEV              034 47 13.4
 NV1006
 NV1006|---------------------------------------------------------------------|
 NV1006| PID    Reference Object                     Distance      Geod. Az  |
 NV1006|                                                           dddmmss.s |
 NV1006| NV1004 EDEN COLO MILL ELEV CO ELEV         APPROX. 3.3 KM 0363937.7 |
 NV1006| CD5029 EDEN RM 2                            14.324 METERS 03639     |
 NV1006| CD5027 EDEN AZ MK                                         1100901.7 |
 NV1006| CD5028 EDEN RM 1                            16.320 METERS 28419     |
 NV1006|---------------------------------------------------------------------|
 NV1006
 NV1006                          SUPERSEDED SURVEY CONTROL
 NV1006
 NV1006  NAD 83(1986)-  42 35 06.35747(N)    114 13 57.51292(W) AD(       ) 2
 NV1006  NAD 27      -  42 35 06.67200(N)    114 13 54.40300(W) AD(       ) 2
 NV1006  NGVD 29 (07/19/86) 1342.1    (m)         4403.     (f) VERT ANG       
 NV1006
 NV1006.Superseded values are not recommended for survey control.
 NV1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1006.See file dsdata.txt to determine how the superseded data were derived.
 NV1006
 NV1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH2708218455(NAD 83)
 NV1006_MARKER: DD = SURVEY DISK
 NV1006_SETTING: 80 = SET IN A BOULDER
 NV1006_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NV1006_STAMPING: EDEN 1947
 NV1006_MARK LOGO: USGS  
 NV1006_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1006
 NV1006  HISTORY     - Date     Condition        Report By
 NV1006  HISTORY     - 1947     MONUMENTED       USGS
 NV1006  HISTORY     - 1950     GOOD             CGS
 NV1006  HISTORY     - 1963     GOOD             USGS
 NV1006  HISTORY     - 19820515 GOOD             NGS
 NV1006
 NV1006                          STATION DESCRIPTION
 NV1006
 NV1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NV1006'THE STATION IS LOCATED ON THE HIGHEST POINT OF EDEN BUTTE, ABOUT
 NV1006'5-1/2 MILES NORTHEAST OF HANSEN, 1.5 MILES SOUTHWEST OF EDEN
 NV1006'AND 8-1/2 FEET NORTHWEST OF A WHITE WITNESS POST.
 NV1006'
 NV1006'TO REACH, FROM THE U.S. POST OFFICE IN EDEN, GO WEST, ON STATE
 NV1006'HIGHWAY 25, FOR 0.1 MILE TO SIDE ROAD LEFT.  TURN LEFT, AND GO
 NV1006'SOUTH 2.0 MILES TO CROSS ROAD.  TURN RIGHT, AND GO WEST 1.0
 NV1006'MILE TO SIDE ROAD AND WIRE GATE.  TURN RIGHT AND PASS THROUGH
 NV1006'WIRE GATE, AND GO NORTH 0.6 MILE TO FORKS AND CREST OF RIDGE.
 NV1006'TAKE LEFT FORK, AND GO WEST 0.15 MILE TO HIGHEST POINT OF HILL
 NV1006'AND THE STATION.
 NV1006'
 NV1006'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 NV1006'EDEN 1947, SET IN A DRILL HOLE IN A BOULDER 2 FEET IN DIAMETER
 NV1006'WHICH PROJECTS ABOUT 2 INCHES.
 NV1006'
 NV1006'REFERENCE MARK NUMBER 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 NV1006'MARK, STAMPED NO 1, SET IN A DRILL HOLE IN A BOULDER 20 INCHES
 NV1006'IN DIAMETER WHICH PROJECTS ABOUT 10 INCHES AND IS ABOUT 18
 NV1006'INCHES LOWER THAN THE STATION.
 NV1006'
 NV1006'REFERENCE MARK NUMBER 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 NV1006'MARK, STAMPED NO 2, SET IN A DRILL HOLE IN A BOULDER 3 FEET IN
 NV1006'DIAMETER WHICH PROJECTS ABOUT 6 INCHES AND IS ABOUT THE SAME
 NV1006'ELEVATION AS THE STATION.
 NV1006'
 NV1006'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EDEN USGS 1950, SET
 NV1006'IN A DRILL HOLE IN A CONCRETE CULVERT WHICH PROJECTS ABOUT 10
 NV1006'INCHES.  IT IS LOCATED ALONG THE NORTH SIDE OF A OILED ROAD, ABOUT
 NV1006'24 FEET NORTH OF THE CENTERLINE OF THE OILED ROAD AND 12 FEET
 NV1006'SOUTHWEST OF A FENCE CORNER.
 NV1006'
 NV1006'TO REACH, FROM THE U.S. POST OFFICE IN EDEN, GO WEST, ON STATE
 NV1006'HIGHWAY 25, FOR 0.1 MILE TO SIDE ROAD LEFT.  TURN LEFT, AND GO
 NV1006'SOUTH 2.0 MILES TO CROSS ROAD.  TURN LEFT, AND GO EAST 0.5 MILE
 NV1006'TO THE AZIMUTH MARK.
 NV1006
 NV1006                          STATION RECOVERY (1963)
 NV1006
 NV1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NV1006'LOCATED ABOUT 5.5 MI. NE. OF HANSEN, ABOUT 1.5 MI. SW. OF EDEN, ON
 NV1006'THE HIGHEST POINT OF A PROMINENT TOP KNOWN AS EDEN BUTTE.
 NV1006'
 NV1006'TO REACH FROM THE EDEN POST OFFICE, DRIVE W. ON STATE HIGHWAY 25 FOR
 NV1006'0.1 MI. TO A RD. TO LEFT, TURN LEFT (S.) AND DRIVE 2 MI. TO E-W. OILED
 NV1006'RD., TURN RIGHT (W.) 1 MI. TO A TRACK RD. RIGHT, TURN RIGHT (N.) AND
 NV1006'FOLLOW RD. ALONG W. SIDE OF FENCE LINE 0.6 MI. TO CREST OF RIDGE AND
 NV1006'RD. FORKS, TURN LEFT (W.) UP RIDGE FOR 0.1 MI. TO TOP AND STATION.
 NV1006'
 NV1006'STATION MARK--STANDARD TABLET STAMPED---EDEN 1947---, CEMENTED IN
 NV1006'SOLID ROCK.
 NV1006'
 NV1006'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NV1006'---NO 1---, CEMENTED IN SOLID ROCK, 53.51 FT. FROM STATION MARK IN
 NV1006'BEARING N 75 DEG. 41 MIN. W.
 NV1006'
 NV1006'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NV1006'---NO 2---, CEMENTED IN SOLID ROCK, 46.97 FT. FROM STATION MARK IN
 NV1006'BEARING N 36 DEG. 39 MIN. E.
 NV1006
 NV1006                          STATION RECOVERY (1982)
 NV1006
 NV1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NV1006'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 NV1006'REFEERENCE MARK 1 WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE AZIMUTH
 NV1006'MARK WAS SEARCHED FOR AND IT WAS NOT RECOVERED.  REFERENCE MARK 3 WAS
 NV1006'SET AND A IDAHO HIGHWAY DEPARTMENT MARK, PT 394 + 59.19 100 LT, WAS
 NV1006'USED AS AZIMUTH MARK 2.  THE STATION IS LOCATED ON THE HIGHEST POINT
 NV1006'OF EDEN BUTTE, 8.8 KM (5.45 MI) NE OF HANSEN AND 2.4 KM (1.50 MI) SW
 NV1006'OF EDEN.
 NV1006' 
 NV1006'TO REACH THE STATION FROM THE INTERSECTION OF THE STATE HIGHWAY 50
 NV1006'BRIDGE AND THE CENTERLINE OF INTERSTATE 84 (AT EXIT 182) , GO N ON
 NV1006'HIGHWAY 50 FOR 0.2 KM (0.10 MI) TO A FRONTAGE ROAD ON RIGHT, TURN
 NV1006'RIGHT ON TIPPREARY ROAD AND GO 5.2 KM (3.25 MI) TO A GRAVELED ROAD ON
 NV1006'LEFT AND TWO MAIL BOXES WITH NAMES THORTON AND R.W FRIES, TURN LEFT
 NV1006'AND GO N FOR 0.7 KM (0.45 MI) TO AN OPENING IN THE FENCE, TURN RIGHT
 NV1006'ON TRACK ROAD AND GO .6 KM (0.35 MI) TO THE TOP OF THE HILL AND
 NV1006'STATION.
 NV1006' 
 NV1006'THE STATION IS A STANDARD USGS, DISK STAMPED---EDEN 1947---, SET INTO
 NV1006'PARTIALLY EXPOSED BOULDER OF 0.6 METERS (2.0 FT) LARGEST DIMENSION.
 NV1006'THE STATION IS LOCATED 9.0 METERS (29.5 FT) NW FROM A ROAD FORK, 7.0
 NV1006'METERS (23.0 FT) N FROM THE CENTERLINE OF A TRACK ROAD, 0.85 METERS
 NV1006'(2.79 FT) N FROM A WITNESS POST.
 NV1006' 
 NV1006'REFERENCE MARK NO 2, IS A STANDARD USGS DISK STAMPED---NO 2---.  THE
 NV1006'STATION IS LOCATED 20.2 METERS (66.3 FT) N FROM A ROAD FORK, 15.2
 NV1006'METERS (49.9 FT) NNE FROM A WITNESS POST, 8.6 METERS (28.2 FT) W FROM
 NV1006'THE CENTERLINE OF A TRACK ROAD AND 0.3 METERS (1.0 FT) LOWER THAN THE
 NV1006'STATION.
 NV1006' 
 NV1006'REFERENCE MARK NO 3, IS A STANDARD NGS DISK STAMPED--- EDEN USGS 1950
 NV1006'NO 3 1982---, SET INTO PARTIALLY EXPOSED BOULDER OF 1.1 METERS (3.6
 NV1006'FT) LARGEST DIMENSION.  THE STATION IS LOCATED 9.3 METERS (30.5 FT) W
 NV1006'FROM A WITNESS POST, 3.4 METERS (11.2 FT) N FROM THE CENTERLINE OF A
 NV1006'BEND IN A TRACK ROAD.
 NV1006' 
 NV1006'AZIMUTH MARK NO 2, IS AN IDAHO HIGHWAY DEPT DISK STAMPED---PT 394 +
 NV1006'59.19 100 LT---, THE POINT OBSERVED UP ON IS THE PUNCH MARK UNDER THE
 NV1006'9 OF 394.  IT IS IN THE NORTH FENCE ALONG THE NORTH SIDE OF I 84. THE
 NV1006'STATION IS LOCATED 62 METERS (203.4 FT) ESE FROM A FENCE CORNER, 10.7
 NV1006'METERS (35.1 FT) S FROM THE CENTERLINE OF ACCESS ROAD, 0.3 METERS (1.0
 NV1006'FT) N FROM A FENCE, 0.2 METERS (0.7 FT) N FROM A WOODEN WITNESS POST.
 NV1006'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF TIPPERARY ROAD AND
 NV1006'THE DRIVE LEADING TO STATION GO E ON TIPPERARY ROAD FOR 2.2 KM (1.35
 NV1006'MI) TO A CROSS ROAD CONTINUE STRAIGHT AHEAD FOR 0.7 KM (0.45 MI) TO
 NV1006'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1004 ***********************************************************************
 NV1004  DESIGNATION -  EDEN COLO MILL ELEV CO ELEV
 NV1004  PID         -  NV1004
 NV1004  STATE/COUNTY-  ID/JEROME
 NV1004  USGS QUAD   -  EDEN (1992)
 NV1004
 NV1004                         *CURRENT SURVEY CONTROL
 NV1004  ___________________________________________________________________
 NV1004* NAD 83(1992)-  42 36 32.19450(N)    114 12 31.01625(W)     ADJUSTED  
 NV1004* NAVD 88     -                                                        
 NV1004  ___________________________________________________________________
 NV1004  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 NV1004  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 NV1004
 NV1004  HORZ ORDER  -  THIRD
 NV1004
 NV1004.The horizontal coordinates were established by classical geodetic methods
 NV1004.and adjusted by the National Geodetic Survey in July 1992..
 NV1004
 NV1004
 NV1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1004
 NV1004.The geoid height was determined by GEOID03.
 NV1004
 NV1004;                    North         East     Units Scale Factor Converg.
 NV1004;SPC ID C     -   104,679.830   482,882.699   MT  0.99995097   -0 08 28.4
 NV1004;UTM  11      - 4,721,167.537   728,966.384   MT  1.00024505   +1 53 26.0
 NV1004
 NV1004                          SUPERSEDED SURVEY CONTROL
 NV1004
 NV1004  NAD 83(1986)-  42 36 32.19370(N)    114 12 31.01477(W) AD(       ) 4
 NV1004  NAD 27      -  42 36 32.51300(N)    114 12 27.90200(W) AD(       ) 3
 NV1004
 NV1004.Superseded values are not recommended for survey control.
 NV1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1004.See file dsdata.txt to determine how the superseded data were derived.
 NV1004
 NV1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH2896621168(NAD 83)
 NV1004
 NV1004  HISTORY     - Date     Condition        Report By
 NV1004  HISTORY     - 1950     MONUMENTED       CGS
 NV1004
 NV1004                          STATION DESCRIPTION
 NV1004
 NV1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NV1004'STATION IS THE CENTER OF THE TOP OF THE COLORADO MILLING AND
 NV1004'ELEVATOR COMPANY GRAIN ELEVATOR (MANUFACTURES OF RANCHWAY FEED
 NV1004'PRODUCTS).  THEY ARE OF CONCRETE CONSTRUCTION AND PAINTED WHITE.
 NV1004'THE SIDES ARE VERTICLE AND REACH A HEIGHT OF 85 FEET.
 NV1004'
 NV1004'IT IS LOCATED 3-1/2 BLOCKS SOUTH OF THE POINT WHERE HIGHWAY
 NV1004'IDAHO 25 PASSES THROUGH THE CENTER OF THE BUSINESS SECTION
 NV1004'OF EDEN AND ALONG-SIDE THE U.P. RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1005 ***********************************************************************
 NV1005  DESIGNATION -  EDEN MUNICIPAL TANK
 NV1005  PID         -  NV1005
 NV1005  STATE/COUNTY-  ID/JEROME
 NV1005  USGS QUAD   -  EDEN (1992)
 NV1005
 NV1005                         *CURRENT SURVEY CONTROL
 NV1005  ___________________________________________________________________
 NV1005* NAD 83(1992)-  42 36 11.44290(N)    114 12 32.31272(W)     ADJUSTED  
 NV1005* NAVD 88     -                                                        
 NV1005  ___________________________________________________________________
 NV1005  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 NV1005  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 NV1005
 NV1005  HORZ ORDER  -  THIRD
 NV1005
 NV1005.The horizontal coordinates were established by classical geodetic methods
 NV1005.and adjusted by the National Geodetic Survey in July 1992..
 NV1005
 NV1005
 NV1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1005
 NV1005.The geoid height was determined by GEOID03.
 NV1005
 NV1005;                    North         East     Units Scale Factor Converg.
 NV1005;SPC ID C     -   104,039.605   482,851.569   MT  0.99995099   -0 08 29.3
 NV1005;UTM  11      - 4,720,526.422   728,957.969   MT  1.00024500   +1 53 24.4
 NV1005
 NV1005                          SUPERSEDED SURVEY CONTROL
 NV1005
 NV1005  NAD 83(1986)-  42 36 11.44204(N)    114 12 32.31137(W) AD(       ) 4
 NV1005  NAD 27      -  42 36 11.75800(N)    114 12 29.20000(W) AD(       ) 3
 NV1005
 NV1005.Superseded values are not recommended for survey control.
 NV1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1005.See file dsdata.txt to determine how the superseded data were derived.
 NV1005
 NV1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH2895820526(NAD 83)
 NV1005
 NV1005  HISTORY     - Date     Condition        Report By
 NV1005  HISTORY     - 1950     MONUMENTED       CGS
 NV1005
 NV1005                          STATION DESCRIPTION
 NV1005
 NV1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NV1005'STATION IS THE TOP OF THE WOODEN SPIKE ON THE PEAK OF THE
 NV1005'ROOF OF THE MUNICIPAL WATER TANK IN EDEN.  THE TANK IS OF
 NV1005'CYLINDRICAL, WOODEN CONSTRUCTION, ELEVATED ON AN EIGHT LEGGED
 NV1005'WOODEN SCAFFOLD AND PAINTED WHITE.  THE PEAK OF THE ROOF
 NV1005'IS ABOUT 60 FEET ABOVE THE GROUND.
 NV1005'
 NV1005'IT IS LOCATED 2 BLOCKS SOUTH OF THE POINT WHERE HIGHWAY IDAHO
 NV1005'25 PASSES THROUGH THE CENTER OF THE BUSINESS SECTION OF EDEN
 NV1005'AND 1 BLOCK EAST OF THE EDEN HIGH SCHOOL.  A SMALL PUMPING
 NV1005'PLANT BUILDING IS NEAR THE BASE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1074 ***********************************************************************
 NV1074  DESIGNATION -  EDGE
 NV1074  PID         -  NV1074
 NV1074  STATE/COUNTY-  ID/JEROME
 NV1074  USGS QUAD   -  JEROME (1982)
 NV1074
 NV1074                         *CURRENT SURVEY CONTROL
 NV1074  ___________________________________________________________________
 NV1074* NAD 83(1992)-  42 38 05.20456(N)    114 31 52.51847(W)     ADJUSTED  
 NV1074* NAVD 88     -      1088.1    (meters)    3570.     (feet)  VERTCON   
 NV1074  ___________________________________________________________________
 NV1074  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 NV1074  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 NV1074
 NV1074  HORZ ORDER  -  FIRST
 NV1074
 NV1074.The horizontal coordinates were established by classical geodetic methods
 NV1074.and adjusted by the National Geodetic Survey in July 1992..
 NV1074
 NV1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1074
 NV1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1074
 NV1074.The geoid height was determined by GEOID03.
 NV1074
 NV1074;                    North         East     Units Scale Factor Converg.
 NV1074;SPC ID C     -   107,665.423   456,427.500   MT  0.99997072   -0 21 35.4
 NV1074;UTM  11      - 4,723,213.575   702,416.280   MT  1.00010411   +1 40 21.7
 NV1074
 NV1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1074!SPC ID C     -   0.99983179  x   0.99997072  =   0.99980252
 NV1074!UTM  11      -   0.99983179  x   1.00010411  =   0.99993588
 NV1074
 NV1074|---------------------------------------------------------------------|
 NV1074| PID    Reference Object                     Distance      Geod. Az  |
 NV1074|                                                           dddmmss.s |
 NV1074| CD5033 EDGE RM 1                            12.205 METERS 10308     |
 NV1074| NV1075 ROCK                                374.950 METERS 17746     |
 NV1074| NV1076 T9S R16E SECS 23 24 MC              480.614 METERS 2220046.7 |
 NV1074| CD5034 EDGE RM 2                            15.174 METERS 28755     |
 NV1074| NV1082 TRAIL RESET                         APPROX. 4.1 KM 3420949.3 |
 NV1074|---------------------------------------------------------------------|
 NV1074
 NV1074                          SUPERSEDED SURVEY CONTROL
 NV1074
 NV1074  NAD 83(1986)-  42 38 05.20291(N)    114 31 52.51588(W) AD(       ) 1
 NV1074  NAD 27      -  42 38 05.53700(N)    114 31 49.36900(W) AD(       ) 1
 NV1074  NGVD 29 (07/19/86) 1087.2    (m)         3567.     (f) VERT ANG       
 NV1074
 NV1074.Superseded values are not recommended for survey control.
 NV1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1074.See file dsdata.txt to determine how the superseded data were derived.
 NV1074
 NV1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0241623214(NAD 83)
 NV1074_MARKER: Z = SEE DESCRIPTION
 NV1074_SETTING: 0 = UNSPECIFIED SETTING
 NV1074
 NV1074  HISTORY     - Date     Condition        Report By
 NV1074  HISTORY     - 1946     MONUMENTED       CGS
 NV1074
 NV1074                          STATION DESCRIPTION
 NV1074
 NV1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1074'STATION IS LOCATED ABOUT 6 MILES (AIR LINE) NNW OF TWIN FALLS,
 NV1074'6-1/2 MILES SSW OF JEROME, 3/4 MILE SW OF U.S. HIGHWAY 93,
 NV1074'ON THE N RIM OF THE SNAKE RIVER CANYON, ABOUT 0.2 MILE SSW
 NV1074'OF A FARMHOUSE.
 NV1074'
 NV1074'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 NV1074'HOLE IN OUTCROPPING BEDROCK AND IS FLUSH.  IT IS 11.8 FEET
 NV1074'WSW OF A WHITE 4- BY 4-INCH WITNESS POST, 8 FEET N OF A ROCK
 NV1074'LEDGE, AND 150 YARDS S OF A DIRT ROAD.  IT IS STAMPED EDGE
 NV1074'1946.  NO UNDERGROUND MARK WAS SET.
 NV1074'
 NV1074'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 NV1074'HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND AND 2 FEET
 NV1074'LOWER IN ELEVATION THAN THE STATION MARK.  IT IS 3 FEET N
 NV1074'OF A ROCK LEDGE AND IS STAMPED EDGE NO 1 1946.
 NV1074'
 NV1074'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 NV1074'DRILL HOLE IN BEDROCK WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 NV1074'IT IS 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.  IT
 NV1074'IS STAMPED EDGE NO 2 1946.
 NV1074'
 NV1074'STATION ROCK MAY BE USED FOR AN AZIMUTH MARK.
 NV1074'
 NV1074'TO REACH THE STATION FROM THE POST OFFICE IN TWIN FALLS, GO
 NV1074'E ON MAIN STREET FOR 0.6 MILE TO THE INTERSECTION WITH U.S.
 NV1074'HIGHWAY 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1198 ***********************************************************************
 NV1198  DESIGNATION -  EDGE
 NV1198  PID         -  NV1198
 NV1198  STATE/COUNTY-  ID/ELMORE
 NV1198  USGS QUAD   -  BRUNEAU DUNES (1992)
 NV1198
 NV1198                         *CURRENT SURVEY CONTROL
 NV1198  ___________________________________________________________________
 NV1198* NAD 83(1992)-  42 57 33.38224(N)    115 37 40.95453(W)     ADJUSTED  
 NV1198* NAVD 88     -       892.2    (meters)    2927.     (feet)  VERTCON   
 NV1198  ___________________________________________________________________
 NV1198  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 NV1198  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 NV1198
 NV1198  HORZ ORDER  -  SECOND
 NV1198
 NV1198.The horizontal coordinates were established by classical geodetic methods
 NV1198.and adjusted by the National Geodetic Survey in July 1992..
 NV1198
 NV1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1198
 NV1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1198
 NV1198.The geoid height was determined by GEOID03.
 NV1198
 NV1198;                    North         East     Units Scale Factor Converg.
 NV1198;SPC ID W     -   143,579.524   809,950.401   MT  0.99993455   +0 04 59.2
 NV1198;UTM  11      - 4,757,205.225   611,900.570   MT  0.99975404   +0 56 06.2
 NV1198
 NV1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1198!SPC ID W     -   0.99986263  x   0.99993455  =   0.99979719
 NV1198!UTM  11      -   0.99986263  x   0.99975404  =   0.99961671
 NV1198
 NV1198:                Primary Azimuth Mark                     Grid Az
 NV1198:SPC ID W     -  EDGE AZ MK                               070 56 52.0
 NV1198:UTM  11      -  EDGE AZ MK                               070 05 45.0
 NV1198
 NV1198|---------------------------------------------------------------------|
 NV1198| PID    Reference Object                     Distance      Geod. Az  |
 NV1198|                                                           dddmmss.s |
 NV1198| CD5030 EDGE AZ MK                                         0710151.2 |
 NV1198| CD5031 EDGE RM 1                             6.174 METERS 12739     |
 NV1198| NV1196 RATTLE                              APPROX. 6.9 KM 2724154.4 |
 NV1198| NV1197 EDGE CAIRN                            2.700 METERS 32511     |
 NV1198| CD5032 EDGE RM 2                             4.986 METERS 35259     |
 NV1198|---------------------------------------------------------------------|
 NV1198
 NV1198                          SUPERSEDED SURVEY CONTROL
 NV1198
 NV1198  NAD 83(1986)-  42 57 33.38277(N)    115 37 40.95063(W) AD(       ) 2
 NV1198  NAD 27      -  42 57 33.75500(N)    115 37 37.66100(W) AD(       ) 2
 NV1198  NGVD 29 (07/19/86)  891.4    (m)         2925.     (f) VERT ANG       
 NV1198
 NV1198.Superseded values are not recommended for survey control.
 NV1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1198.See file dsdata.txt to determine how the superseded data were derived.
 NV1198
 NV1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1190157205(NAD 83)
 NV1198_MARKER: Z = SEE DESCRIPTION
 NV1198_SETTING: 0 = UNSPECIFIED SETTING
 NV1198
 NV1198  HISTORY     - Date     Condition        Report By
 NV1198  HISTORY     - 1945     MONUMENTED       CGS
 NV1198
 NV1198                          STATION DESCRIPTION
 NV1198
 NV1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1198'ABOUT 9 MILES W OF HAMMETT, ON N RIM OF SNAKE RIVER CANYON.
 NV1198'IT IS 12 FEET N OF THE EDGE OF THE RIM AND 9 FEET SE OF A
 NV1198'7-FOOT CAIRN.
 NV1198'
 NV1198'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 NV1198'IN BEDROCK.  IT IS STAMPED EDGE 1944 AND IS FLUSH WITH THE
 NV1198'GROUND.
 NV1198'
 NV1198'REFERENCE MARK 1 IS 2 FEET N OF THE EDGE OF THE RIM AND 29
 NV1198'FEET SE OF THE CAIRN.  IT IS A BRONZE REFERENCE DISK SET IN
 NV1198'A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND AND IS STAMPED
 NV1198'EDGE NO 1 1944.  IT IS ABOUT 18 INCHES LOWER IN ELEVATION THAN
 NV1198'THE STATION MARK.
 NV1198'
 NV1198'REFERENCE MARK 2 IS 26 FEET N OF THE EDGE OF THE RIM AND 8
 NV1198'FEET NNE OF THE CAIRN.  IT IS A BRONZE REFERENCE DISK SET
 NV1198'IN A DRILL HOLE IN BEDROCK ABOUT 4 INCHES ABOVE GROUND AND
 NV1198'IS STAMPED EDGE NO 2 1944.  IT IS 8 INCHES HIGHER IN ELEVATION
 NV1198'THAN STATION MARK.
 NV1198'
 NV1198'AZIMUTH MARK IS ABOUT 27 FEET N OF THE CENTER LINE OF A
 NV1198'TRACK ROAD AND 8 FEET SE OF A WHITE WOODEN WITNESS POST.  IT
 NV1198'IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A 2-INCH CAST-IRON
 NV1198'PIPE PROJECTING 2 INCHES ABOVE GROUND AND IS STAMPED EDGE 1944.
 NV1198'LOCATION AND ELEVATION OF A BUREAU OF RECLAMATION HUB WAS
 NV1198'PRESERVED.
 NV1198'
 NV1198'TO REACH STATION FROM HAMMETT, GO ALONG U.S. HIGHWAY 30 W
 NV1198'AND NW 8.7 MILES TO A DIM TRACK ROAD LEADING W FROM THE
 NV1198'HIGHWAY.  FOLLOW THE TRACK ROAD 1.3 MILES TO A T-JUNCTION.  TURN
 NV1198'LEFT AND FOLLOW TRACK ROAD 3.2 MILES TO A ROAD PARALLELING
 NV1198'A POWER-TRANSMISSION LINE.  CROSS POWER-TRANSMISSION-LINE
 NV1198'ROAD AND GO ACROSS COUNTRY 0.2 MILE TO A TRACK ROAD.  TURN
 NV1198'RIGHT FOR 0.6 MILE TO A DIM TRACK ROAD LEADING S TOWARD THE
 NV1198'RIM OF THE CANYON.  FOLLOW DIM TRACK ROAD 0.25 MILE TO THE
 NV1198'CAIRN AND STATION.
 NV1198'
 NV1198'TO REACH AZIMUTH MARK FROM INTERSECTION 0.25 MILE N OF THE
 NV1198'STATION, FOLLOW THE TRACK ROAD E 0.7 MILE TO AZIMUTH MARK
 NV1198'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1197 ***********************************************************************
 NV1197  DESIGNATION -  EDGE CAIRN
 NV1197  PID         -  NV1197
 NV1197  STATE/COUNTY-  ID/ELMORE
 NV1197  USGS QUAD   -  BRUNEAU DUNES (1992)
 NV1197
 NV1197                         *CURRENT SURVEY CONTROL
 NV1197  ___________________________________________________________________
 NV1197* NAD 83(1992)-  42 57 33.45407(N)    115 37 41.02254(W)     ADJUSTED  
 NV1197* NAVD 88     -       892.     (meters)    2927.     (feet)  SCALED    
 NV1197  ___________________________________________________________________
 NV1197  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 NV1197  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 NV1197
 NV1197  HORZ ORDER  -  SECOND
 NV1197
 NV1197.The horizontal coordinates were established by classical geodetic methods
 NV1197.and adjusted by the National Geodetic Survey in July 1992..
 NV1197
 NV1197.The orthometric height was scaled from a topographic map.
 NV1197
 NV1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1197
 NV1197.The geoid height was determined by GEOID03.
 NV1197
 NV1197;                    North         East     Units Scale Factor Converg.
 NV1197;SPC ID W     -   143,581.738   809,948.856   MT  0.99993455   +0 04 59.2
 NV1197;UTM  11      - 4,757,207.415   611,898.993   MT  0.99975404   +0 56 06.2
 NV1197
 NV1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1197!SPC ID W     -   0.99986269  x   0.99993455  =   0.99979725
 NV1197!UTM  11      -   0.99986269  x   0.99975404  =   0.99961677
 NV1197
 NV1197                          SUPERSEDED SURVEY CONTROL
 NV1197
 NV1197  NAD 83(1986)-  42 57 33.45461(N)    115 37 41.01864(W) AD(       ) 2
 NV1197  NAD 27      -  42 57 33.82700(N)    115 37 37.72900(W) AD(       ) 2
 NV1197
 NV1197.Superseded values are not recommended for survey control.
 NV1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1197.See file dsdata.txt to determine how the superseded data were derived.
 NV1197
 NV1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1189957207(NAD 83)
 NV1197
 NV1197  HISTORY     - Date     Condition        Report By
 NV1197  HISTORY     - 1945     MONUMENTED       CGS
 NV1197
 NV1197                          STATION DESCRIPTION
 NV1197
 NV1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV1197'SEE STATION EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0744 ***********************************************************************
 OX0744  DESIGNATION -  EDMONDS
 OX0744  PID         -  OX0744
 OX0744  STATE/COUNTY-  ID/FREMONT
 OX0744  USGS QUAD   -  PARKER (1979)
 OX0744
 OX0744                         *CURRENT SURVEY CONTROL
 OX0744  ___________________________________________________________________
 OX0744* NAD 83(1992)-  43 55 37.96090(N)    111 51 37.09354(W)     ADJUSTED  
 OX0744* NAVD 88     -      1485.59   (+/-2cm)    4874.0    (feet)  VERTCON   
 OX0744  ___________________________________________________________________
 OX0744  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 OX0744  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 OX0744
 OX0744  HORZ ORDER  -  FIRST
 OX0744  VERT ORDER  -  THIRD ? (See Below)
 OX0744
 OX0744.The horizontal coordinates were established by classical geodetic methods
 OX0744.and adjusted by the National Geodetic Survey in July 1992..
 OX0744
 OX0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0744.The vertical order pertains to the NGVD 29 superseded value.
 OX0744
 OX0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0744
 OX0744.The geoid height was determined by GEOID03.
 OX0744
 OX0744;                    North         East     Units Scale Factor Converg.
 OX0744;SPC ID E     -   251,153.594   224,600.933   MT  0.99995481   +0 12 45.1
 OX0744;UTM  12      - 4,864,148.112   430,941.541   MT  0.99965866   -0 35 48.7
 OX0744
 OX0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0744!SPC ID E     -   0.99976885  x   0.99995481  =   0.99972367
 OX0744!UTM  12      -   0.99976885  x   0.99965866  =   0.99942758
 OX0744
 OX0744:                Primary Azimuth Mark                     Grid Az
 OX0744:SPC ID E     -  EDMONDS AZ MK                            150 39 35.2
 OX0744:UTM  12      -  EDMONDS AZ MK                            151 28 09.0
 OX0744
 OX0744|---------------------------------------------------------------------|
 OX0744| PID    Reference Object                     Distance      Geod. Az  |
 OX0744|                                                           dddmmss.s |
 OX0744| CN3462 EDMONDS AZ MK                                      1505220.3 |
 OX0744| CN3463 EDMONDS RM 1                         25.534 METERS 17800     |
 OX0744| CN3464 EDMONDS RM 2                         13.040 METERS 27028     |
 OX0744|---------------------------------------------------------------------|
 OX0744
 OX0744                          SUPERSEDED SURVEY CONTROL
 OX0744
 OX0744  NAD 83(1986)-  43 55 37.95621(N)    111 51 37.07915(W) AD(       ) 1
 OX0744  NAD 27      -  43 55 38.28200(N)    111 51 34.19500(W) AD(       ) 1
 OX0744  NGVD 29 (07/19/86) 1484.51   (m)         4870.4    (f) LEVELING    3  
 OX0744
 OX0744.Superseded values are not recommended for survey control.
 OX0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0744.See file dsdata.txt to determine how the superseded data were derived.
 OX0744
 OX0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP3094264148(NAD 83)
 OX0744_MARKER: DS = TRIANGULATION STATION DISK
 OX0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OX0744
 OX0744  HISTORY     - Date     Condition        Report By
 OX0744  HISTORY     - 1946     MONUMENTED       CGS
 OX0744  HISTORY     - 1947     SEE DESCRIPTION  USGS
 OX0744
 OX0744                          STATION DESCRIPTION
 OX0744
 OX0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0744'LOCATED ABOUT 8 MILES, AIRLINE, NORTHWEST OF REXBURG, 9 MILES,
 OX0744'WEST BY SOUTH OF ST. ANTHONY, 5-1/2 MILES, AIRLINE, SOUTHWEST OF
 OX0744'PARKER, JUST WEST OF THE FREMONT MADISON COUNTY LINE, ON THE
 OX0744'NORTH SIDE OF THE RIGHT-OF-WAY OF AN EAST-WEST COUNTY ROAD.
 OX0744'
 OX0744'THE STATION MARK IS A STANDARD DISC IN THE TOP OF A 6 INCH
 OX0744'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 47 FEET NORTH
 OX0744'OF THE CENTER LINE OF AN EAST-WEST ROAD, 1 FOOT SOUTH OF AN
 OX0744'EAST-WEST FENCE LINE, AND 6 FEET WEST OF A 4 IN X 4 IN WHITE
 OX0744'WITNESS POST.  IT IS STAMPED EDMONDS 1946.
 OX0744'
 OX0744'REFERENCE MARK NO. 1 IS A STANDARD DISC IN THE TOP OF A 6
 OX0744'INCH CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 3 INCHES NORTH
 OX0744'OF AN EAST-WEST FENCE LINE, 36.3 FEET SOUTH OF THE CENTER
 OX0744'LINE OF AN EAST-WEST ROAD.  IT IS STAMPED EDMONDS NO 1 1946.
 OX0744'
 OX0744'REFERENCE MARK NO. 2 IS A STANDARD DISC IN THE TOP OF A 6
 OX0744'INCH CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 6 INCHES
 OX0744'SOUTH OF AN EAST-WEST FENCE LINE, 47 FEET NORTH OF AN EAST-WEST
 OX0744'ROAD.  IT IS STAMPED EDMONDS NO 2 1946.
 OX0744'
 OX0744'THE AZIMUTH MARK IS A STANDARD DISC IN THE TOP OF A 6 INCH
 OX0744'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 0.2 MILE SOUTH
 OX0744'OF CROSSROADS, 8 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF
 OX0744'A BOARD GATE, 1-1/2 FEET NORTHWEST OF A POWER POLE, AND 50
 OX0744'YARDS EAST-NORTHEAST OF A RANCH HOUSE.  IT IS STAMPED EDMONDS
 OX0744'1946.
 OX0744'
 OX0744'TO REACH THE STATION FROM THE COURTHOUSE IN REXBURG GO WEST ON
 OX0744'U.S. HIGHWAY NO. 191 FOR 0.5 MILE TO WHERE THE HIGHWAY TURNS,
 OX0744'LEFT, SOUTH.  CONTINUE STRAIGHT AHEAD, WEST FOR 1.4 MILES TO
 OX0744'WHERE PAVED ROAD TURNS NORTH.  TURN RIGHT, NORTH, AND FOLLOW
 OX0744'PAVED ROAD NORTH AND WEST FOR 5.85 MILES TO A T-ROAD WEST
 OX0744'JUST BEYOND THE RIVER BRIDGE.  CONTINUE STRAIGHT AHEAD, NORTH,
 OX0744'FOR 2.8 MILES TO CROSSROADS.  TURN LEFT, WEST, AND GO 0.25
 OX0744'MILE TO THE STATION ON THE RIGHT.  A DRIVE STATION.
 OX0744'
 OX0744'THE SUBSTITUTE CONTROL STATION IS THE CENTER OF THE INTERSECTION
 OX0744'OF THE UNION PACIFIC RAILROAD TRACKS WITH THE COUNTY ROAD.
 OX0744'IT IS 141.0 FEET, 43.0 METERS, EAST-SOUTHEAST OF THE STATION.
 OX0744'A TEMPORARY POINT WAS USED.
 OX0744
 OX0744                          STATION RECOVERY (1947)
 OX0744
 OX0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 OX0744'STATION FOUND AS DESCRIBED.
 OX0744'
 OX0744'STATION MARK--A STANDARD DISK IN THE TOP OF A 6 IN. CONCRETE POST
 OX0744'WHICH PROJECTS 2 IN., STAMPED---EDMONDS 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0700 ***********************************************************************
 NV0700  DESIGNATION -  EE 297
 NV0700  PID         -  NV0700
 NV0700  STATE/COUNTY-  ID/OWYHEE
 NV0700  USGS QUAD   -  C J STRIKE DAM (1992)
 NV0700
 NV0700                         *CURRENT SURVEY CONTROL
 NV0700  ___________________________________________________________________
 NV0700* NAD 83(1986)-  42 59 51.     (N)    115 56 20.     (W)     SCALED    
 NV0700* NAVD 88     -       731.376  (meters)    2399.52   (feet)  ADJUSTED  
 NV0700  ___________________________________________________________________
 NV0700  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NV0700  DYNAMIC HT  -         731.058 (meters)    2398.48  (feet)  COMP
 NV0700  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 NV0700
 NV0700  VERT ORDER  -  SECOND    CLASS 0
 NV0700
 NV0700.The horizontal coordinates were scaled from a topographic map and have
 NV0700.an estimated accuracy of +/- 6 seconds.
 NV0700
 NV0700.The orthometric height was determined by differential leveling
 NV0700.and adjusted by the National Geodetic Survey in June 1991..
 NV0700
 NV0700.The geoid height was determined by GEOID03.
 NV0700
 NV0700.The dynamic height is computed by dividing the NAVD 88
 NV0700.geopotential number by the normal gravity value computed on the
 NV0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0700.degrees latitude (g = 980.6199 gals.).
 NV0700
 NV0700.The modeled gravity was interpolated from observed gravity values.
 NV0700
 NV0700;                    North         East    Units  Estimated Accuracy
 NV0700;SPC ID W     -   147,840.      784,600.      MT  (+/- 180 meters Scaled)
 NV0700
 NV0700                          SUPERSEDED SURVEY CONTROL
 NV0700
 NV0700  NGVD 29 (??/??/92)  730.500  (m)         2396.65   (f) ADJ UNCH    2 0
 NV0700
 NV0700.Superseded values are not recommended for survey control.
 NV0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0700.See file dsdata.txt to determine how the superseded data were derived.
 NV0700
 NV0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH864610(NAD 83)
 NV0700_MARKER: DB = BENCH MARK DISK
 NV0700_SETTING: 80 = SET IN A BOULDER
 NV0700_SP_SET: BOULDER
 NV0700_STAMPING: EE 297 1944
 NV0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0700+STABILITY: SURFACE MOTION
 NV0700
 NV0700  HISTORY     - Date     Condition        Report By
 NV0700  HISTORY     - 1944     MONUMENTED       CGS
 NV0700
 NV0700                          STATION DESCRIPTION
 NV0700
 NV0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NV0700'13.2 MI E FROM GRANDVIEW.
 NV0700'ALONG THE SOUTH BANK OF THE SNAKE RIVER.  4.8 MILES NORTHEAST OF THE
 NV0700'MOUTH OF THE BRUNEAU RIVER.  7.4 MILES WEST OF A SMALL HOUSE AT CRANE
 NV0700'FALLS.  DIRECTLY ACROSS RIVER FROM A SMALL HOUSE IN A GROVE OF POPLAR
 NV0700'TREES.  ALONG A BENCH 30 FEET ABOVE THE WATER.  60 YARDS SOUTH OF THE
 NV0700'RIVER BANK.  30 FEET EAST OF A DITCH.  36 FEET NORTH OF A TRAIL.  60
 NV0700'FEET SOUTH OF ANOTHER TRAIL.  ON A 3 FOOT BY 5 FOOT ROCK BOULDER,
 NV0700'ALMOST FLUSH WITH THE GROUND.  NOTE-- THIS BENCH MARK IS INACCESSIBLE
 NV0700'BY TRUCK.  WHITE BM AND ARROWS PAINTED ON SURROUNDING ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0424 ***********************************************************************
 QB0424  DESIGNATION -  EE 321
 QB0424  PID         -  QB0424
 QB0424  STATE/COUNTY-  ID/WASHINGTON
 QB0424  USGS QUAD   -  CAMBRIDGE (1986)
 QB0424
 QB0424                         *CURRENT SURVEY CONTROL
 QB0424  ___________________________________________________________________
 QB0424* NAD 83(1986)-  44 33 51.     (N)    116 39 18.     (W)     SCALED    
 QB0424* NAVD 88     -       807.854  (meters)    2650.43   (feet)  ADJUSTED  
 QB0424  ___________________________________________________________________
 QB0424  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 QB0424  DYNAMIC HT  -         807.619 (meters)    2649.66  (feet)  COMP
 QB0424  MODELED GRAV-     980,301.4   (mgal)                       NAVD 88
 QB0424
 QB0424  VERT ORDER  -  FIRST     CLASS II
 QB0424
 QB0424.The horizontal coordinates were scaled from a topographic map and have
 QB0424.an estimated accuracy of +/- 6 seconds.
 QB0424
 QB0424.The orthometric height was determined by differential leveling
 QB0424.and adjusted by the National Geodetic Survey in June 1991..
 QB0424.WARNING-Repeat measurements at this control monument indicate possible
 QB0424.vertical movement.
 QB0424
 QB0424.The geoid height was determined by GEOID03.
 QB0424
 QB0424.The dynamic height is computed by dividing the NAVD 88
 QB0424.geopotential number by the normal gravity value computed on the
 QB0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0424.degrees latitude (g = 980.6199 gals.).
 QB0424
 QB0424.The modeled gravity was interpolated from observed gravity values.
 QB0424
 QB0424;                    North         East    Units  Estimated Accuracy
 QB0424;SPC ID W     -   322,280.      728,110.      MT  (+/- 180 meters Scaled)
 QB0424
 QB0424                          SUPERSEDED SURVEY CONTROL
 QB0424
 QB0424  NGVD 29 (??/??/92)  806.800  (m)         2646.98   (f) ADJ UNCH    1 2
 QB0424
 QB0424.Superseded values are not recommended for survey control.
 QB0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0424.See file dsdata.txt to determine how the superseded data were derived.
 QB0424
 QB0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK273345(NAD 83)
 QB0424_MARKER: DD = SURVEY DISK
 QB0424_SETTING: 0 = UNSPECIFIED SETTING
 QB0424_STAMPING: EE 321 1946
 QB0424_MARK LOGO: IDPWD 
 QB0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0424
 QB0424  HISTORY     - Date     Condition        Report By
 QB0424  HISTORY     - 1946     MONUMENTED       IDPWD
 QB0424  HISTORY     - 1967     GOOD             NGS
 QB0424  HISTORY     - 1983     POOR             NGS
 QB0424
 QB0424                          STATION DESCRIPTION
 QB0424
 QB0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0424'1.2 MI E FROM CAMBRIDGE.
 QB0424'1.2 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0424'CAMBRIDGE TO THE MARK ON THE LEFT, 0.2 MILE WEST OF MILE POST NO. 119,
 QB0424'300 FEET EAST OF THE IDAHO POWER SUB-STATION AND A CROSSROAD, 38 FEET
 QB0424'NORTH OF THE CENTER OF U.S. HIGHWAY 95, 5 FEET EAST OF A DOUBLE POWER
 QB0424'POLE WITH A WITNESS SIGN NAILED ON IT, 0.5 FOOT NORTH OF THE
 QB0424'RIGHT-OF-WAY FENCE AND 2 FEET LOWER THAN THE HIGHWAY.
 QB0424
 QB0424                          STATION RECOVERY (1983)
 QB0424
 QB0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0424'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  2.2 KM
 QB0424'(1.35 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0424'71 IN CAMBRIDGE, 0.45 KM (0.3 MI) WEST OF MILEPOST 115, ON THE
 QB0424'NORTHEAST CORNER OF THE INTERSECTION OF A PAVED ROAD, 11.9 METERS (39
 QB0424'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 78.3 METERS (257 FT) EAST
 QB0424'OF THE CENTERLINE OF THE ROAD, 70.1 METERS (230 FT) EAST OF THE EAST
 QB0424'END OF THE EAST WINGWALL OF A 2- BY 6-FOOT BOX CULVERT, 4.7 METERS
 QB0424'(5.5 FT) EAST OF THE NORTH POLE OF A 2-POLE POWER LINE, 0.1 METER
 QB0424'(0.3 FT) SOUTH OF A FENCE.  NOTE--THE CONCRETE POST IS LOOSE AND
 QB0424'LEANING TO THE SOUTH.
 QB0424'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QB0424'THE MARK IS 1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0546 ***********************************************************************
 NU0546  DESIGNATION -  EE 81
 NU0546  PID         -  NU0546
 NU0546  STATE/COUNTY-  ID/ONEIDA
 NU0546  USGS QUAD   -  SHEEP CREEK SPRING (1973)
 NU0546
 NU0546                         *CURRENT SURVEY CONTROL
 NU0546  ___________________________________________________________________
 NU0546* NAD 83(1986)-  42 09 53.     (N)    112 33 41.     (W)     SCALED    
 NU0546* NAVD 88     -      1544.890  (meters)    5068.53   (feet)  ADJUSTED  
 NU0546  ___________________________________________________________________
 NU0546  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NU0546  DYNAMIC HT  -        1543.845 (meters)    5065.10  (feet)  COMP
 NU0546  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 NU0546
 NU0546  VERT ORDER  -  SECOND    CLASS 0
 NU0546
 NU0546.The horizontal coordinates were scaled from a topographic map and have
 NU0546.an estimated accuracy of +/- 6 seconds.
 NU0546
 NU0546.The orthometric height was determined by differential leveling
 NU0546.and adjusted by the National Geodetic Survey in June 1991..
 NU0546
 NU0546.The geoid height was determined by GEOID03.
 NU0546
 NU0546.The dynamic height is computed by dividing the NAVD 88
 NU0546.geopotential number by the normal gravity value computed on the
 NU0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0546.degrees latitude (g = 980.6199 gals.).
 NU0546
 NU0546.The modeled gravity was interpolated from observed gravity values.
 NU0546
 NU0546;                    North         East    Units  Estimated Accuracy
 NU0546;SPC ID E     -    55,390.      167,380.      MT  (+/- 180 meters Scaled)
 NU0546
 NU0546                          SUPERSEDED SURVEY CONTROL
 NU0546
 NU0546  NGVD 29 (??/??/92) 1543.811  (m)         5064.99   (f) ADJ UNCH    2 0
 NU0546
 NU0546.Superseded values are not recommended for survey control.
 NU0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0546.See file dsdata.txt to determine how the superseded data were derived.
 NU0546
 NU0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM710692(NAD 83)
 NU0546_MARKER: DD = SURVEY DISK
 NU0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0546_SP_SET: POLE BASE
 NU0546_STAMPING: EE 81 1934
 NU0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0546
 NU0546  HISTORY     - Date     Condition        Report By
 NU0546  HISTORY     - 1934     MONUMENTED       IDPWD
 NU0546
 NU0546                          STATION DESCRIPTION
 NU0546
 NU0546'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1934
 NU0546'5.4 MI E FROM HOLBROOK.
 NU0546'5.4 MILES EAST ALONG STATE HIGHWAY 37 FROM THE SCHOOLHOUSE AT
 NU0546'HOLBROOK, ONEIDA COUNTY, 55 FEET SOUTH OF THE CENTERLINE OF THE
 NU0546'HIGHWAY, AND IN A HIGHWAY MARKER AT THE BASE OF A POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0317 ***********************************************************************
 OY0317  DESIGNATION -  EE 96
 OY0317  PID         -  OY0317
 OY0317  STATE/COUNTY-  ID/BINGHAM
 OY0317  USGS QUAD   -  BLACKFOOT (1971)
 OY0317
 OY0317                         *CURRENT SURVEY CONTROL
 OY0317  ___________________________________________________________________
 OY0317* NAD 83(1986)-  43 12 51.     (N)    112 21 39.     (W)     SCALED    
 OY0317* NAVD 88     -      1367.371  (meters)    4486.12   (feet)  ADJUSTED  
 OY0317  ___________________________________________________________________
 OY0317  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 OY0317  DYNAMIC HT  -        1366.626 (meters)    4483.67  (feet)  COMP
 OY0317  MODELED GRAV-     980,027.6   (mgal)                       NAVD 88
 OY0317
 OY0317  VERT ORDER  -  SECOND    CLASS 0
 OY0317
 OY0317.The horizontal coordinates were scaled from a topographic map and have
 OY0317.an estimated accuracy of +/- 6 seconds.
 OY0317
 OY0317.The orthometric height was determined by differential leveling
 OY0317.and adjusted by the National Geodetic Survey in June 1991..
 OY0317
 OY0317.The geoid height was determined by GEOID03.
 OY0317
 OY0317.The dynamic height is computed by dividing the NAVD 88
 OY0317.geopotential number by the normal gravity value computed on the
 OY0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0317.degrees latitude (g = 980.6199 gals.).
 OY0317
 OY0317.The modeled gravity was interpolated from observed gravity values.
 OY0317
 OY0317;                    North         East    Units  Estimated Accuracy
 OY0317;SPC ID E     -   171,910.      184,220.      MT  (+/- 180 meters Scaled)
 OY0317
 OY0317                          SUPERSEDED SURVEY CONTROL
 OY0317
 OY0317  NGVD 29 (??/??/92) 1366.314  (m)         4482.65   (f) ADJ UNCH    2 0
 OY0317
 OY0317.Superseded values are not recommended for survey control.
 OY0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0317.See file dsdata.txt to determine how the superseded data were derived.
 OY0317
 OY0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN894854(NAD 83)
 OY0317_MARKER: DB = BENCH MARK DISK
 OY0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0317_SP_SET: ABUTMENT
 OY0317_STAMPING: EE 96 1959
 OY0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0317
 OY0317  HISTORY     - Date     Condition        Report By
 OY0317  HISTORY     - 1959     MONUMENTED       CGS
 OY0317  HISTORY     - 1960     GOOD             NGS
 OY0317
 OY0317                          STATION DESCRIPTION
 OY0317
 OY0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0317'4.25 MI SW FROM ROSE.
 OY0317'3.35 MILES SOUTH AND SOUTHWEST ALONG ROSE ROAD FROM THE L.D.S. CHURCH
 OY0317'AT ROSE, THENCE 0.7 MILE SOUTH AND WEST ALONG A GRAVEL ROAD, THENCE
 OY0317'0.2 MILE SOUTH ACROSS COUNTRY TO A WOODEN BRIDGE OVER A CANAL, IN TOP
 OY0317'OF THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE, AND ABOUT LEVEL WITH THE
 OY0317'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0166 ***********************************************************************
 NU0166  DESIGNATION -  EE 98 RESET
 NU0166  PID         -  NU0166
 NU0166  STATE/COUNTY-  ID/BANNOCK
 NU0166  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0166
 NU0166                         *CURRENT SURVEY CONTROL
 NU0166  ___________________________________________________________________
 NU0166* NAD 83(1986)-  42 50 30.     (N)    112 24 51.     (W)     SCALED    
 NU0166* NAVD 88     -      1376.95   (meters)    4517.5    (feet)  RESET     
 NU0166  ___________________________________________________________________
 NU0166  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 NU0166
 NU0166  VERT ORDER  -  THIRD
 NU0166
 NU0166.The horizontal coordinates were scaled from a topographic map and have
 NU0166.an estimated accuracy of +/- 6 seconds.
 NU0166
 NU0166.The orthometric height was computed from unverified reset data.
 NU0166.No vertical observational check was made to the station.
 NU0166
 NU0166.The geoid height was determined by GEOID03.
 NU0166
 NU0166;                    North         East    Units  Estimated Accuracy
 NU0166;SPC ID E     -   130,540.      179,770.      MT  (+/- 180 meters Scaled)
 NU0166
 NU0166                          SUPERSEDED SURVEY CONTROL
 NU0166
 NU0166  NGVD 29 (??/??/??) 1375.89   (m)         4514.1    (f) RESET       3  
 NU0166
 NU0166.Superseded values are not recommended for survey control.
 NU0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0166.See file dsdata.txt to determine how the superseded data were derived.
 NU0166
 NU0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN844442(NAD 83)
 NU0166_MARKER: DD = SURVEY DISK
 NU0166_SETTING: 80 = SET IN A BOULDER
 NU0166_SP_SET: BOULDER
 NU0166_STAMPING: EE 98 RESET 1962
 NU0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0166+STABILITY: SURFACE MOTION
 NU0166
 NU0166  HISTORY     - Date     Condition        Report By
 NU0166  HISTORY     - 1962     MONUMENTED       IDDT
 NU0166
 NU0166                          STATION DESCRIPTION
 NU0166
 NU0166'DESCRIBED BY ID DEPT OF TRANSP 1962
 NU0166'2.3 MI SE FROM POCATELLO.
 NU0166'2.3 MILES SOUTHEAST ALONG U.S. HIGHWAYS 30N AND 91 FROM THE COURT
 NU0166'HOUSE IN POCATELLO (0.6 MILE AFTER PASSING BARTON ROAD AT FARMERS
 NU0166'INSURANCE GROUP BUILDINGS), TO A GRAVEL ROAD LEADING RIGHT, SOUTH,
 NU0166'79.8 FEET SOUTHWARD FROM THE CENTER OF THE HIGHWAY, 46 FEET EAST FROM
 NU0166'THE CENTER OF THE ROAD, 4.4 FEET WEST FROM A METAL WITNESS POST, AND
 NU0166'SET IN THE TOP OF A BOULDER FLUSH WITH THE GROUND AND 6 FEET HIGHER
 NU0166'THAN THE HIGHWAY.  NOTE-- THIS MARK IS LOCATED 90 FEET WEST OF OLD
 NU0166'LOCATION, IN LAVA ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0545 ***********************************************************************
 NU0545  DESIGNATION -  EEE 81
 NU0545  PID         -  NU0545
 NU0545  STATE/COUNTY-  ID/ONEIDA
 NU0545  USGS QUAD   -  SHEEP CREEK SPRING (1973)
 NU0545
 NU0545                         *CURRENT SURVEY CONTROL
 NU0545  ___________________________________________________________________
 NU0545* NAD 83(1986)-  42 09 37.     (N)    112 31 27.     (W)     SCALED    
 NU0545* NAVD 88     -      1569.207  (meters)    5148.31   (feet)  ADJUSTED  
 NU0545  ___________________________________________________________________
 NU0545  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 NU0545  DYNAMIC HT  -        1568.140 (meters)    5144.81  (feet)  COMP
 NU0545  MODELED GRAV-     979,886.8   (mgal)                       NAVD 88
 NU0545
 NU0545  VERT ORDER  -  SECOND    CLASS 0
 NU0545
 NU0545.The horizontal coordinates were scaled from a topographic map and have
 NU0545.an estimated accuracy of +/- 6 seconds.
 NU0545
 NU0545.The orthometric height was determined by differential leveling
 NU0545.and adjusted by the National Geodetic Survey in June 1991..
 NU0545
 NU0545.The geoid height was determined by GEOID03.
 NU0545
 NU0545.The dynamic height is computed by dividing the NAVD 88
 NU0545.geopotential number by the normal gravity value computed on the
 NU0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0545.degrees latitude (g = 980.6199 gals.).
 NU0545
 NU0545.The modeled gravity was interpolated from observed gravity values.
 NU0545
 NU0545;                    North         East    Units  Estimated Accuracy
 NU0545;SPC ID E     -    54,890.      170,460.      MT  (+/- 180 meters Scaled)
 NU0545
 NU0545                          SUPERSEDED SURVEY CONTROL
 NU0545
 NU0545  NGVD 29 (??/??/92) 1568.123  (m)         5144.75   (f) ADJ UNCH    2 0
 NU0545
 NU0545.Superseded values are not recommended for survey control.
 NU0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0545.See file dsdata.txt to determine how the superseded data were derived.
 NU0545
 NU0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM740686(NAD 83)
 NU0545_MARKER: DB = BENCH MARK DISK
 NU0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0545_STAMPING: EEE 81 1934
 NU0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0545+STABILITY: SURFACE MOTION
 NU0545
 NU0545  HISTORY     - Date     Condition        Report By
 NU0545  HISTORY     - 1934     MONUMENTED       CGS
 NU0545  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0545
 NU0545                          STATION DESCRIPTION
 NU0545
 NU0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0545'7.3 MI E FROM HOLBROOK.
 NU0545'7.3 MILES EAST ALONG STATE HIGHWAY 37 FROM THE SCHOOLHOUSE AT
 NU0545'HOLBROOK, 1/4 MILE NORTH OF A FARMHOUSE, 100 FEET EAST OF A T-ROAD
 NU0545'LEADING SOUTH, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 NU0545'NORTH OF A PROPERTY LINE, AND SET IN THE TOP OF A CONCRETE POST.
 NU0545
 NU0545                          STATION RECOVERY (1973)
 NU0545
 NU0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0743 ***********************************************************************
 OX0743  DESIGNATION -  EGIN
 OX0743  PID         -  OX0743
 OX0743  STATE/COUNTY-  ID/FREMONT
 OX0743  USGS QUAD   -  PARKER (1979)
 OX0743
 OX0743                         *CURRENT SURVEY CONTROL
 OX0743  ___________________________________________________________________
 OX0743* NAD 83(1992)-  43 58 13.06923(N)    111 47 49.64829(W)     ADJUSTED  
 OX0743* NAVD 88     -      1499.60   (+/-2cm)    4919.9    (feet)  VERTCON   
 OX0743  ___________________________________________________________________
 OX0743  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 OX0743  GEOID HEIGHT-         -10.93  (meters)                     GEOID03
 OX0743
 OX0743  HORZ ORDER  -  FIRST
 OX0743  VERT ORDER  -  THIRD ? (See Below)
 OX0743
 OX0743.The horizontal coordinates were established by classical geodetic methods
 OX0743.and adjusted by the National Geodetic Survey in July 1992..
 OX0743
 OX0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0743.The vertical order pertains to the NGVD 29 superseded value.
 OX0743
 OX0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0743
 OX0743.The geoid height was determined by GEOID03.
 OX0743
 OX0743;                    North         East     Units Scale Factor Converg.
 OX0743;SPC ID E     -   255,961.406   229,652.798   MT  0.99995818   +0 15 23.7
 OX0743;UTM  12      - 4,868,882.622   436,059.298   MT  0.99965028   -0 33 12.4
 OX0743
 OX0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0743!SPC ID E     -   0.99976662  x   0.99995818  =   0.99972481
 OX0743!UTM  12      -   0.99976662  x   0.99965028  =   0.99941698
 OX0743
 OX0743|---------------------------------------------------------------------|
 OX0743| PID    Reference Object                     Distance      Geod. Az  |
 OX0743|                                                           dddmmss.s |
 OX0743| CN3466 EGIN RM 1                            20.420 METERS 00318     |
 OX0743| CN3465 EGIN AZ MK                                         0884909.2 |
 OX0743| CN3468 EGIN RM 3 AZIMUTH                                  0885918.9 |
 OX0743| CN3467 EGIN RM 2                            13.540 METERS 09033     |
 OX0743|---------------------------------------------------------------------|
 OX0743
 OX0743                          SUPERSEDED SURVEY CONTROL
 OX0743
 OX0743  NAD 83(1986)-  43 58 13.06572(N)    111 47 49.63407(W) AD(       ) 1
 OX0743  NAD 27      -  43 58 13.38800(N)    111 47 46.75400(W) AD(       ) 1
 OX0743  NGVD 29 (07/19/86) 1498.54   (m)         4916.5    (f) LEVELING    3  
 OX0743
 OX0743.Superseded values are not recommended for survey control.
 OX0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0743.See file dsdata.txt to determine how the superseded data were derived.
 OX0743
 OX0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP3605968883(NAD 83)
 OX0743_MARKER: DS = TRIANGULATION STATION DISK
 OX0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0743
 OX0743  HISTORY     - Date     Condition        Report By
 OX0743  HISTORY     - 1946     MONUMENTED       CGS
 OX0743  HISTORY     - 1974     GOOD             NGS
 OX0743
 OX0743                          STATION DESCRIPTION
 OX0743
 OX0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0743'THE STATION IS LOCATED 2 MILES, AIRLINE, NORTHWEST OF PARKER,
 OX0743'5 MILES, AIRLINE, WEST OF ST. ANTHONY, 7 MILES, AIRLINE,
 OX0743'NORTHWEST OF SUGAR CITY, IN FLAT IRREGATED FARMING LAND, IN
 OX0743'THE AREA OF HENRYS NORTH FORK RIVER, IN THE SOUTH EDGE OF THE
 OX0743'RIGHT- OF- WAY OF A COUNTY ROAD.
 OX0743'
 OX0743'THE STATION MARK IS A STANDARD DISC IN THE TOP OF A SQUARE
 OX0743'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 0.1 MILE WEST-
 OX0743'SOUTHWEST OF A FARM HOUSE, 113.8 FEET EAST OF POWER POLE 145,
 OX0743'AND 2-1/2 FEET NORTH OF AN EAST- WEST FENCE LINE.  IT IS
 OX0743'STAMPED EGIN 1946.
 OX0743'
 OX0743'REFERENCE MARK NO. 1 IS A STANDARD DISC IN THE TOP OF A SQUARE
 OX0743'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 1 FOOT SOUTH
 OX0743'OF AN EAST- WEST FENCE ON THE NORTH SIDE OF THE RIGHT- OF- WAY
 OX0743'OF THE ROAD AND IS APPROXIMATELY THE SAME ELEVATION AS THE
 OX0743'STATION MARK.  IT IS STAMPED EGIN NO 1 1946.
 OX0743'
 OX0743'REFERENCE MARK NO. 2 IS A STANDARD DISC IN THE TOP OF A SQUARE
 OX0743'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 1 FOOT NORTH
 OX0743'OF AN EAST- WEST FENCE LINE, IS ON THE SOUTH EDGE OF THE
 OX0743'RIGHT-OF- WAY OF THE ROAD, AND IS APPROXIMATELY THE SAME
 OX0743'ELEVATION AS THE STATION MARK.  IT IS STAMPED EGIN NO 2 1946.
 OX0743'
 OX0743'THE AZIMUTH MARK IS A STANDARD DISC IN THE TOP OF A SQUARE CONCRETE
 OX0743'POST WHICH PROJECT 2 INCHES.  IT IS 8 FEET NORTHWEST OF THE
 OX0743'NORTHWEST CORNER OF A SMALL BRIDGE, 12 FEET NORTH OF THE
 OX0743'CENTER LINE OF THE ROAD, AND 100 FEET NORTHWEST OF POWER POLE
 OX0743'129.  IT IS STAMPED EGIN 1946.
 OX0743'
 OX0743'THE SUBSTITUTE CONTROL STATION IS THE FENCE POST IN THE
 OX0743'SOUTHWEST CORNER OF AN UNCULTIVATED AREA OF LAND.  IT IS THE
 OX0743'NORTHEAST CORNER OF THE ROAD INTERSECTION.  THE CENTER BASE
 OX0743'OF THE POST AT THE GROUND WAS USED.
 OX0743'
 OX0743'TO REACH THE STATION FROM THE COURTHOUSE IN REXBURG GO NORTH
 OX0743'ON U.S. HIGHWAY NO. 191 FOR 1.1 MILE TO A PAVED ROAD TO LEFT,
 OX0743'STRAIGHT NORTH.  TAKE LEFT FORK NORTH AND GO 8.9 MILES TO
 OX0743'CROSSROADS.  TURN LEFT, WEST, AND GO 0.6 MILE TO THE AZIMUTH
 OX0743'MARK ON THE RIGHT.  CONTINUE WEST FOR 0.4 MILE TO THE STATION
 OX0743'ON THE RIGHT.  A DRIVE STATION.
 OX0743
 OX0743                          STATION RECOVERY (1974)
 OX0743
 OX0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OX0743'THE STATION MARK, AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 OX0743'CONDITION.  THE AZIMUTH MARK WAS DESTROYED WHEN THE NEW
 OX0743'BRIDGE WAS BUILT OVER THE CANAL.  REFERENCE MARK NO. 3 WAS
 OX0743'ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OX0743'
 OX0743'THE STATION IS ON ROAD RIGHT-OF-WAY.
 OX0743'
 OX0743'TO REACH THE STATION FROM THE PARKER POST OFFICE GO NORTH ON
 OX0743'THE MAIN STREET, AND THE MACADAM ROAD FOR 0.95 MILE TO A
 OX0743'CROSSROAD, TURN LEFT, AND GO WEST ON THE MACADAM ROAD FOR 1.55
 OX0743'MILES TO A CONCRETE BRIDGE OVER A CANAL, AND REFERENCE MARK NO. 3
 OX0743'ON THE RIGHT.  CONTINUE WEST ON THE MACADAM ROAD FOR 0.45 MILE TO
 OX0743'THE STATION ON THE LEFT, JUST BEFORE THE MACADAM ROAD TURNS
 OX0743'SOUTH.
 OX0743'
 OX0743'THE STATION MARK, STAMPED EGIN 1946, IS A STANDARD DISK SET
 OX0743'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES,
 OX0743'91 FEET WEST OF A POWER POLE, 29 FEET SOUTH OF THE CENTER OF
 OX0743'THE ROAD, 19 FEET EAST-NORTHEAST OF A FENCE CORNER, 4 FEET
 OX0743'NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A METAL WITNESS
 OX0743'POST, AND 2 FEET HIGHER THAN THE ROAD.
 OX0743'
 OX0743'REFERENCE MARK NO. 1, STAMPED EGIN NO 1 1946, IS A STANDARD
 OX0743'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OX0743'6-INCHES, 35 FEET NORTH OF THE CENTER OF THE MACADAM ROAD, 26
 OX0743'FEET WEST OF THE CENTER OF A DRIVEWAY TO A BRICK DWELLING,
 OX0743'11 FEET EAST-NORTHEAST OF A T FENCE CORNER, AND 4 FEET NORTH
 OX0743'OF A BOARD FENCE.
 OX0743'
 OX0743'REFERENCE MARK NO. 2, STAMPED EGIN NO 2 1946, IS A STANDARD
 OX0743'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OX0743'3-INCHES, 47 FEET WEST OF A POWER POLE, 29 FEET SOUTH OF THE
 OX0743'CENTER OF THE MACADAM ROAD, AND 4 FEET NORTH OF THE RIGHT-OF-WAY
 OX0743'FENCE LINE.
 OX0743'
 OX0743'REFERENCE MARK NO. 3, STAMPED EGIN 1946 AZ NO 3 1974, IS A
 OX0743'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 OX0743'NORTH HEADWALL OF A CONCRETE BRIDGE OVER AN IRRIGATION CANAL, 12
 OX0743'FEET NORTH OF THE CENTER OF THE ROAD, 12 FEET SOUTHEAST OF THE
 OX0743'END OF A POLE FENCE, 0.5 FOOT EAST OF THE WEST END OF THE
 OX0743'HEADWALL, AND 0.5 FOOT HIGHER THAN THE ROAD.
 OX0743'
 OX0743'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 OX0743'NORTHWEST OF PARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1235 ***********************************************************************
 OH1235  DESIGNATION -  EIGHT
 OH1235  PID         -  OH1235
 OH1235  STATE/COUNTY-  ID/ADA
 OH1235  USGS QUAD   -  BOISE SOUTH (1976)
 OH1235
 OH1235                         *CURRENT SURVEY CONTROL
 OH1235  ___________________________________________________________________
 OH1235* NAD 83(1992)-  43 31 05.36147(N)    116 14 52.45931(W)     ADJUSTED  
 OH1235* NAVD 88     -       960.4    (meters)    3151.     (feet)  VERTCON   
 OH1235  ___________________________________________________________________
 OH1235  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 OH1235  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 OH1235
 OH1235  HORZ ORDER  -  SECOND
 OH1235
 OH1235.The horizontal coordinates were established by classical geodetic methods
 OH1235.and adjusted by the National Geodetic Survey in July 1992..
 OH1235
 OH1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1235
 OH1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1235
 OH1235.The geoid height was determined by GEOID03.
 OH1235
 OH1235;                    North         East     Units Scale Factor Converg.
 OH1235;SPC ID W     -   205,779.062   759,745.793   MT  0.99995326   -0 20 34.3
 OH1235;UTM  11      - 4,818,632.465   560,784.456   MT  0.99964545   +0 31 04.4
 OH1235
 OH1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1235!SPC ID W     -   0.99985207  x   0.99995326  =   0.99980533
 OH1235!UTM  11      -   0.99985207  x   0.99964545  =   0.99949757
 OH1235
 OH1235:                Primary Azimuth Mark                     Grid Az
 OH1235:SPC ID W     -  VOR BOISE BOI                            003 54 19.7
 OH1235:UTM  11      -  VOR BOISE BOI                            003 02 41.0
 OH1235
 OH1235|---------------------------------------------------------------------|
 OH1235| PID    Reference Object                     Distance      Geod. Az  |
 OH1235|                                                           dddmmss.s |
 OH1235| OH1248 VOR BOISE BOI                       APPROX. 5.6 KM 0033345.4 |
 OH1235| OH1245 APT BCN BOISE TERMINAL NEW          APPROX. 6.1 KM 0213532.3 |
 OH1235| CD5035 EIGHT RM 1                           13.187 METERS 18843     |
 OH1235| OH1339 KUNA MUNICIPAL TANK                 APPROX.13.9 KM 2571158.7 |
 OH1235| OH1256 EIGHT TPT                             6.218 METERS 25738     |
 OH1235| OH1267 T2N R2E SECS 7 8 17 18              APPROX. 0.5 KM 2573828.5 |
 OH1235| CD5036 EIGHT RM 2                           11.474 METERS 26442     |
 OH1235| OH1283 MERIDIAN KFXD TOWER 2               APPROX.13.1 KM 2904728.6 |
 OH1235| OH1281 MERIDIAN FAA MAST                   APPROX.12.5 KM 2910337.0 |
 OH1235| OH1280 MERIDIAN SOUTH MUN TANK             APPROX.14.7 KM 3084707.3 |
 OH1235| OH1278 MERIDIAN ADA DAIRY ASSOC STACK      APPROX.15.5 KM 3105319.9 |
 OH1235| OH1274 BOISE FAA MARKER MAST               APPROX.10.3 KM 3280943.4 |
 OH1235| OH1272 BOISE KBRJ RADIO MAST               APPROX.12.1 KM 3394127.2 |
 OH1235| OH1270 BOISE KYME RADIO MAST               APPROX.11.2 KM 3441852.7 |
 OH1235| OH1251 BOISE KGEM RADIO MAST               APPROX. 8.7 KM 3582254.8 |
 OH1235|---------------------------------------------------------------------|
 OH1235
 OH1235                          SUPERSEDED SURVEY CONTROL
 OH1235
 OH1235  NAD 83(1986)-  43 31 05.36186(N)    116 14 52.45622(W) AD(       ) 2
 OH1235  NAD 27      -  43 31 05.76163(N)    116 14 49.03591(W) AD(       ) 2
 OH1235  NGVD 29 (07/19/86)  959.4    (m)         3148.     (f) VERT ANG       
 OH1235
 OH1235.Superseded values are not recommended for survey control.
 OH1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1235.See file dsdata.txt to determine how the superseded data were derived.
 OH1235
 OH1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6078418632(NAD 83)
 OH1235_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OH1235
 OH1235  HISTORY     - Date     Condition        Report By
 OH1235  HISTORY     - 1958     MONUMENTED       CGS
 OH1235  HISTORY     - 1976     GOOD             LOCENG
 OH1235  HISTORY     - 1979     GOOD             NGS
 OH1235
 OH1235                          STATION DESCRIPTION
 OH1235
 OH1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OH1235'THE STATION IS 8 MILES SOUTH-SOUTHWEST OF BOISE, 8 MILES
 OH1235'EAST-NORTHEAST OF KUNA ON THE FIRST HIGH ELEVATION OVERLOOKING
 OH1235'GOWEN FIELD AND THE BOISE VALLEY.
 OH1235'
 OH1235'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND ORCHARD
 OH1235'STREET IN THE WESTERN SECTION OF BOISE GO SOUTH ON ORCHARD
 OH1235'STREET FOR 4.6 MILES TO ITS END AT THE SOUTHWEST EDGE OF
 OH1235'GOWEN FIELD, CONTINUE SOUTHEASTERLY ON THE RIGHT FORK AROUND
 OH1235'THE SOUTH SIDE OF THE AIR FIELD FOR 0.6 MILE TO A GRAVEL
 OH1235'ROAD RIGHT, TURN RIGHT, SOUTH, AND FOLLOW THIS ROAD FOR 2.4
 OH1235'MILES TO A CURVE AND FORKS AT THE BASE OF THE RIDGE, KEEP
 OH1235'THE RIGHT FORK UP THE STEEP HILL FOR 0.6 MILE TO A POINT
 OH1235'ABOUT MIDWAY BETWEEN SOME RADIO TOWERS AND THE AIR FACILITIES
 OH1235'BUILDINGS TO A CROSSROADS, TURN RIGHT ON THE TRACK ROAD,
 OH1235'WEST, FOR 0.2 MILE TO A FORKS, KEEP LEFT FOR 0.5 MILE TO A DIM
 OH1235'TRACK ROAD RIGHT, TURN RIGHT, NORTH, FOR 0.15 MILE TO THE
 OH1235'HIGHEST PART OF THE RIDGE AND THE STATION SITE.
 OH1235'
 OH1235'THE STATION MARK IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE
 OH1235'POST PROJECTING 4 INCHES AND STAMPED EIGHT 1958.
 OH1235'
 OH1235'REFERENCE MARK 1 IS A STANDARD DISK SET IN A CYLINDRICAL
 OH1235'CONCRETE POST PROJECTING 4 INCHES AND STAMPED EIGHT NO 1 1958.
 OH1235'
 OH1235'REFERENCE MARK 2 IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE
 OH1235'POST PROJECTING 4 INCHES AND STAMPED EIGHT NO 2 1958.
 OH1235'
 OH1235'A 2-WHEEL DRIVE STATION.
 OH1235
 OH1235                          STATION RECOVERY (1976)
 OH1235
 OH1235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH1235'EIGHT 1958 RECOVERED EXCELLENT.
 OH1235'
 OH1235'EIGHT NO 1 1958 RECOVERED EXCELLENT.
 OH1235'
 OH1235'EIGHT NO 2 1958 RECOVERED EXCELLENT.
 OH1235'
 OH1235'TO REACH FROM CENTER OF ORCHARD ST.  INTERCHANGE ON INTERSTATE
 OH1235'HIGHWAY 180N (EXIT 52), GO SOUTH ON ORCHARD ST. FOR 1.6 MILES TO
 OH1235'FORK.  TAKE RIGHT FORK (GOWEN RD) FOR 0.5 MILE TO PLEASANT VALLEY
 OH1235'RD ON RIGHT.  TAKE PLEASANT VALLEY RD SOUTH FOR 2.3 MILES TO DIRT
 OH1235'ROAD ON RIGHT.  TAKE DIRT ROAD WEST FOR 0.05 MILES TO FORK.
 OH1235'TAKE LEFT FORK FOR 0.25 MILE TO CROSS ROADS.  GO STRAIGHT AHEAD
 OH1235'FOR 0.25 TO CROSS ROADS.  GO STRAIGHT AHEAD UP SPUR FOR 0.3 MILE
 OH1235'TO TOP OF RIDGE, FENCE, AND ROAD FORK.  TAKE RIGHT FORK (FAINT
 OH1235'ROAD) WSW FOR 0.1 MILE TO STA. 60 FEET ON RIGHT.  HAS BEEN BENT
 OH1235'OVER.
 OH1235'
 OH1235'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES (AIRLINE)
 OH1235'SSW OF BOISE.
 OH1235
 OH1235                          STATION RECOVERY (1979)
 OH1235
 OH1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1235'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 OH1235'FOUND IN GOOD CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS
 OH1235'CHECKED.  A DIFFERENCE OF 0.009 METER LONGER IS NOTED IN THE
 OH1235'DISTANCE TO REFERENCE MARK 1 AND A DIFFERENCE OF 0.004 METER
 OH1235'LONGER IS NOTED IN THE DISTANCE TO REFERENCE MARK 2.  A
 OH1235'GEODIMETER TIE WAS MADE TO A SECTION CORNER MARKER FOR THE AZIMUTH
 OH1235'MARK.  A COMPLETE DESCRIPTION FOLLOWS.
 OH1235'
 OH1235'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 8,
 OH1235'T. 2 N., R. 2 E.  ABOUT 7 MILES SOUTH-SOUTHWEST OF BOISE, 8.5
 OH1235'MILES NORTHWEST OF KUNA AND IS ON A HIGH RIDGE ON PROPERTY OF THE
 OH1235'FEDERAL BUREAU OF LAND MANAGEMENT.
 OH1235'
 OH1235'TO REACH THE STATION FROM THE JUNCTION OF OVERLAND ROAD, COLE ROAD
 OH1235'AND INTERSTATE 80 NORTH, GO SOUTH ON COLE ROAD FOR 0.4 MILE TO A
 OH1235'POINT WHERE COLE ROAD TURNS SHARP RIGHT FROM A FREEWAY ENTRANCE
 OH1235'RAMP.  TURN RIGHT AND GO SOUTH ON COLE ROAD FOR 4.2 MILES TO A
 OH1235'SIDE ROAD RIGHT, VALLEJO ROAD.  CONTINUE SOUTH FOR 0.15 MILE TO
 OH1235'HOLLILYNN ROAD TO THE LEFT AND THE END OF PAVEMENT. CONTINUE SOUTH
 OH1235'ON A MAIN TRAVELLED DIRT ROAD, AROUND AND UP THE WEST SIDE OF
 OH1235'A HILL FOR 0.5 MILE TO THE TOP OF A GRADE AND A FORK.  BEAR LEFT
 OH1235'AND GO EASTERLY ALONG THE TOP OF A RIDGE AND ON A DIRT TRACK ROAD
 OH1235'PARALLELING THE MAIN TRAVELED ROAD FOR 0.75 MILE TO THE AZIMUTH
 OH1235'MARK 100 FEET TO THE LEFT.  CONTINUE EASTERLY ON THE TRACK ROAD
 OH1235'DOWN AND ACROSS A DRAW FOR 0.3 MILE TO AN OUTSIDE FENCE CORNER.
 OH1235'CONTINUE EASTERLY UPHILL ON A TRACK ROAD FOR 0.1 MILE TO THE TOP
 OH1235'OF THE RIDGE AND A FORK IN THE MAIN ROAD AND A TRACK ROAD LEFT.
 OH1235'TURN SHARP LEFT AND GO NORTHWEST ON A TRACK ROAD FOR 0.1 MILE TO
 OH1235'THE STATION ON THE HIGHEST PART OF THE RIDGE.
 OH1235'
 OH1235'THE STATION IS A STANDARD CGS DISK
 OH1235'STAMPED---EIGHT 1958---,
 OH1235'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1235'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1235'2.15 METERS NORTHEAST FROM A METAL WITNESS POST AND
 OH1235'21.5 METERS NORTH FROM THE APPROXIMATE CENTER OF THE TRACK ROAD.
 OH1235'
 OH1235'REFERENCE MARK NUMBER O1 IS A STANDARD CGS DISK
 OH1235'STAMPED---EIGHT NO 1 1958---,
 OH1235'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1235'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1235'8.0 METERS NORTH FROM THE APPROXIMATE CENTER OF A TRACK ROAD AND
 OH1235'11.4 METERS SOUTH-SOUTHEAST FROM THE METAL WITNESS POST.
 OH1235'MARK IS LEVEL WITH STATION.
 OH1235'
 OH1235'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OH1235'STAMPED---EIGHT NO 2 1958---,
 OH1235'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH1235'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1235'10.05 METERS WEST FROM THE METAL WITNESS POST AND
 OH1235'15.5 METERS NORTH FROM THE APPROXIMATE CENTER OF THE TRACK ROAD.
 OH1235'MARK IS LEVEL WITH STATION.
 OH1235'
 OH1235'AZIMUTH MARK NUMBER 01 IS A CENTER PUNCHED 5/8 INCH IRON BAR
 OH1235'DRIVEN INTO THE GROUND.
 OH1235'IT IS LOCATED 32.3 METERS NORTH FROM THE APPROXIMATE CENTER OF A
 OH1235'TRACK ROAD.
 OH1235'
 OH1235'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1707 ***********************************************************************
 NU1707  DESIGNATION -  ELBA
 NU1707  PID         -  NU1707
 NU1707  STATE/COUNTY-  ID/CASSIA
 NU1707  USGS QUAD   -  KANE CANYON (1968)
 NU1707
 NU1707                         *CURRENT SURVEY CONTROL
 NU1707  ___________________________________________________________________
 NU1707* NAD 83(1994)-  42 11 03.12130(N)    113 29 40.62966(W)     ADJUSTED  
 NU1707* NAVD 88     -      2453.6    (meters)    8050.     (feet)  VERTCON   
 NU1707  ___________________________________________________________________
 NU1707  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 NU1707  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 NU1707
 NU1707  HORZ ORDER  -  SECOND
 NU1707
 NU1707.The horizontal coordinates were established by classical geodetic methods
 NU1707.and adjusted by the National Geodetic Survey in November 1997..
 NU1707
 NU1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1707
 NU1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1707
 NU1707.The geoid height was determined by GEOID03.
 NU1707
 NU1707;                    North         East     Units Scale Factor Converg.
 NU1707;SPC ID C     -    57,604.034   541,748.056   MT  0.99996881   +0 20 21.8
 NU1707;UTM  12      - 4,673,240.680   293,991.955   MT  1.00012222   -1 40 32.8
 NU1707
 NU1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1707!SPC ID C     -   0.99961760  x   0.99996881  =   0.99958642
 NU1707!UTM  12      -   0.99961760  x   1.00012222  =   0.99973978
 NU1707
 NU1707|---------------------------------------------------------------------|
 NU1707| PID    Reference Object                     Distance      Geod. Az  |
 NU1707|                                                           dddmmss.s |
 NU1707| CM5536 ELBA RM 1                             6.231 METERS 06629     |
 NU1707| CM5535 ELBA AZ MK                                         3371930.8 |
 NU1707| CM5537 ELBA RM 2                             9.714 METERS 35258     |
 NU1707|---------------------------------------------------------------------|
 NU1707
 NU1707                          SUPERSEDED SURVEY CONTROL
 NU1707
 NU1707  NAD 83(1992)-  42 11 03.11845(N)    113 29 40.62780(W) AD(       ) 2
 NU1707  NAD 83(1986)-  42 11 03.11682(N)    113 29 40.62480(W) AD(       ) 2
 NU1707  NAD 27      -  42 11 03.42600(N)    113 29 37.60100(W) AD(       ) 2
 NU1707  NGVD 29 (07/19/86) 2452.4    (m)         8046.     (f) VERT ANG       
 NU1707
 NU1707.Superseded values are not recommended for survey control.
 NU1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1707.See file dsdata.txt to determine how the superseded data were derived.
 NU1707
 NU1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM9399273241(NAD 83)
 NU1707_MARKER: DS = TRIANGULATION STATION DISK
 NU1707_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU1707_SP_SET: METAL PIPE AND CONCRETE SURROUND
 NU1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1707
 NU1707  HISTORY     - Date     Condition        Report By
 NU1707  HISTORY     - 1947     MONUMENTED       CGS
 NU1707  HISTORY     - 1960     GOOD             CGS
 NU1707  HISTORY     - 1968     GOOD             USGS
 NU1707  HISTORY     - 1968     GOOD             USGS
 NU1707
 NU1707                          STATION DESCRIPTION
 NU1707
 NU1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NU1707'STATION IS IN THE CENTRAL PART AND ON THE APPROXIMATE HIGHEST
 NU1707'POINT OF THE HIGH ROUGH RIDGE THAT LIES TO THE E. AND S. OF
 NU1707'ELBA.  IT IS ABOUT 6 MILES S.E. OF THE GENERAL MERCHANDISE
 NU1707'STORE IN ELBA.
 NU1707'
 NU1707'STATION MARK IS FLUSH WITH THE IMMEDIATE
 NU1707'GROUND SURFACE BUT IS ABOUT 25 FEET S.S.W. OF THE HIGHEST
 NU1707'POINT WHICH IS OCCUPIED BY A LARGE 6 FOOT ROCK CAIRN AND IS
 NU1707'ABOUT 15 FEET N. OF A POINT THAT IS SLIGHTLY HIGHER.  IT IS
 NU1707'STAMPED ELBA 1947.
 NU1707'
 NU1707'REFERENCE MARK NO. 1 IS N.E. OF THE STATION IN A ROCK ABOUT
 NU1707'18 IN X 18 IN FLUSH ON THE STATION SIDE AND PROJECTS ABOUT
 NU1707'6 IN ON THE N.E. SIDE.  IT IS ABOUT 1 FOOT HIGHER THAN THE
 NU1707'STATION AND STAMPED ELBA NO 1 1947.
 NU1707'
 NU1707'REFERENCE MARK NO. 2 IS N. OF THE STATION IN A BOULDER ABOUT
 NU1707'1 FOOT BY 2 FEET AND PROJECTS ABOUT 8 IN.  IT IS ABOUT 18
 NU1707'IN LOWER THAN THE STATION AND STAMPED ELBA NO 2 1947.
 NU1707'
 NU1707'AZIMUTH MARK IS ABOUT 1/4 MILE NNW OF THE STATION AND ABOUT
 NU1707'150 FEET LOWER THAN SAME, ALONG A RIDGE THAT LEADS UP TO THE
 NU1707'MAIN RIDGE AND IS ABOUT 50 FEET E OF A FOOT TRAIL, SET IN AN
 NU1707'OUTCROP OF BEDROCK WHICH FORMS A LEDGE AT THAT POINT.  IT IS
 NU1707'MARKED BY A 1 X 4 BOARD THAT IS BRACED BY SMALL STONES.
 NU1707'IT IS STAMPED ELBA 1947.
 NU1707'
 NU1707'TO REACH FROM THE GENERAL MERCHANDISE STORE IN ELBA GO SOUTH
 NU1707'ON THE MAIN GRAVEL ROAD FOR ABOUT 2.9 MILES TO A BLADED ROAD
 NU1707'LEFT, TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD FOR ABOUT
 NU1707'3.5 MILES TO THE END OF TRUCK TRAVEL, FROM HERE FOLLOW OLD
 NU1707'ROAD UP TO A SPRING, CONTINUE E ON FOOT TRAILS UP THE CANYON
 NU1707'TO A BENCH THEN ON TRAILS TO THE LEFT TO THE CREST OF THE
 NU1707'SIDE RIDGE, THENCE RIGHT ON TRAILS ALONG THE CREST TO A POINT
 NU1707'WHERE THE TRAIL HAS A SLIGHT DIP AND THE AZIMUTH MARK ON THE
 NU1707'LEFT, CONTINUE ON THE TRAIL TO THE TOP OF THE MAIN RIDGE AND
 NU1707'THE STATION AS DESCRIBED.  ABOUT A 2 HOUR PACK.
 NU1707
 NU1707                          STATION RECOVERY (1960)
 NU1707
 NU1707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1707'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 NU1707'CONDITION.  A SLIGHT DIFFERENCE IN THE DISTANCE TO REFERENCE
 NU1707'MARK 1 WAS FOUND.
 NU1707
 NU1707                          STATION RECOVERY (1968)
 NU1707
 NU1707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1707'ALL MARKS FOUND IN GOOD CONDITION.
 NU1707'
 NU1707'THE DESCRIPTION IS ADEQUATE - THE STATION WAS REACHED BY
 NU1707'HELICOPTER.
 NU1707
 NU1707                          STATION RECOVERY (1968)
 NU1707
 NU1707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1707'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 42113-2,
 NU1707'STATION 1012.  ALL MARKS FOUND IN GOOD CONDITION.
 NU1707'THE DESCRIPTION IS ADEQUATE - THE STATION WAS REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0647 ***********************************************************************
 OX0647  DESIGNATION -  ELEVATOR
 OX0647  PID         -  OX0647
 OX0647  STATE/COUNTY-  ID/TETON
 OX0647  USGS QUAD   -  TETONIA (1965)
 OX0647
 OX0647                         *CURRENT SURVEY CONTROL
 OX0647  ___________________________________________________________________
 OX0647* NAD 83(1992)-  43 48 42.23290(N)    111 09 51.00440(W)     ADJUSTED  
 OX0647* NAVD 88     -      1845.     (meters)    6053.     (feet)  SCALED    
 OX0647  ___________________________________________________________________
 OX0647  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 OX0647  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 OX0647
 OX0647  HORZ ORDER  -  THIRD
 OX0647
 OX0647.The horizontal coordinates were established by classical geodetic methods
 OX0647.and adjusted by the National Geodetic Survey in July 1992..
 OX0647
 OX0647.The orthometric height was scaled from a topographic map.
 OX0647
 OX0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0647
 OX0647.The geoid height was determined by GEOID03.
 OX0647
 OX0647;                    North         East     Units Scale Factor Converg.
 OX0647;SPC ID E     -   238,766.212   280,656.363   MT  1.00002735   +0 41 38.6
 OX0647;UTM  12      - 4,850,975.699   486,796.436   MT  0.99960214   -0 06 49.1
 OX0647
 OX0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0647!SPC ID E     -   0.99971230  x   1.00002735  =   0.99973964
 OX0647!UTM  12      -   0.99971230  x   0.99960214  =   0.99931455
 OX0647
 OX0647                          SUPERSEDED SURVEY CONTROL
 OX0647
 OX0647  NAD 83(1986)-  43 48 42.22654(N)    111 09 50.98786(W) AD(       ) 3
 OX0647  NAD 27      -  43 48 42.52017(N)    111 09 48.18499(W) AD(       ) 3
 OX0647
 OX0647.Superseded values are not recommended for survey control.
 OX0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0647.See file dsdata.txt to determine how the superseded data were derived.
 OX0647
 OX0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP8679650976(NAD 83)
 OX0647
 OX0647  HISTORY     - Date     Condition        Report By
 OX0647  HISTORY     - UNK      MONUMENTED
 OX0647  HISTORY     - 1941     GOOD             USGS
 OX0647
 OX0647                          STATION DESCRIPTION
 OX0647
 OX0647'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 OX0647'STATION IS THE SOUTH GABLE OF THE WHITE ELEVATOR AT TETONIA, OWNED
 OX0647'BY THE SPERRY MILLING COMPANY.
 OX0647'
 OX0647'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0721 ***********************************************************************
 QA0721  DESIGNATION -  ELEVEN MILE
 QA0721  PID         -  QA0721
 QA0721  STATE/COUNTY-  ID/CUSTER
 QA0721  USGS QUAD   -  ELEVENMILE CREEK (1963)
 QA0721
 QA0721                         *CURRENT SURVEY CONTROL
 QA0721  ___________________________________________________________________
 QA0721* NAD 83(1992)-  44 27 48.26950(N)    114 33 16.55670(W)     ADJUSTED  
 QA0721* NAVD 88     -      2877.0    (meters)    9439.     (feet)  VERTCON   
 QA0721  ___________________________________________________________________
 QA0721  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 QA0721  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 QA0721
 QA0721  HORZ ORDER  -  THIRD
 QA0721
 QA0721.The horizontal coordinates were established by classical geodetic methods
 QA0721.and adjusted by the National Geodetic Survey in July 1992..
 QA0721
 QA0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0721
 QA0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0721
 QA0721.The geoid height was determined by GEOID03.
 QA0721
 QA0721;                    North         East     Units Scale Factor Converg.
 QA0721;SPC ID C     -   310,834.520   455,867.709   MT  0.99997131   -0 23 18.5
 QA0721;UTM  11      - 4,926,253.303   694,526.615   MT  1.00006538   +1 42 48.3
 QA0721
 QA0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0721!SPC ID C     -   0.99955106  x   0.99997131  =   0.99952238
 QA0721!UTM  11      -   0.99955106  x   1.00006538  =   0.99961641
 QA0721
 QA0721:                Primary Azimuth Mark                     Grid Az
 QA0721:SPC ID C     -  SUMMIT ROCK RESET                        054 14 08.0
 QA0721:UTM  11      -  SUMMIT ROCK RESET                        052 08 01.2
 QA0721
 QA0721|---------------------------------------------------------------------|
 QA0721| PID    Reference Object                     Distance      Geod. Az  |
 QA0721|                                                           dddmmss.s |
 QA0721| QA0720 SUMMIT ROCK RESET                   APPROX. 5.7 KM 0535049.5 |
 QA0721|---------------------------------------------------------------------|
 QA0721
 QA0721                          SUPERSEDED SURVEY CONTROL
 QA0721
 QA0721  NAD 83(1986)-  44 27 48.26838(N)    114 33 16.55101(W) AD(       ) 3
 QA0721  NAD 27      -  44 27 48.56354(N)    114 33 13.27411(W) AD(       ) 3
 QA0721  NGVD 29 (07/19/86) 2875.5    (m)         9434.     (f) VERT ANG       
 QA0721
 QA0721.Superseded values are not recommended for survey control.
 QA0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0721.See file dsdata.txt to determine how the superseded data were derived.
 QA0721
 QA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK9452726253(NAD 83)
 QA0721_MARKER: DD = SURVEY DISK
 QA0721_SETTING: 80 = SET IN A BOULDER
 QA0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0721+STABILITY: SURFACE MOTION
 QA0721
 QA0721  HISTORY     - Date     Condition        Report By
 QA0721  HISTORY     - 1915     MONUMENTED       USGS
 QA0721  HISTORY     - 1961     GOOD             USGS
 QA0721
 QA0721                          STATION DESCRIPTION
 QA0721
 QA0721'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 QA0721'LOCATED 13 MI E. OF BONANZA, ABOUT 11 MI E. OF CUSTER, ABOUT 5 MI
 QA0721'W. OF SUMMIT WHERE OLD CUSTER-CHALLIS WAGON RD. CROSSES DIVIDE
 QA0721'BETWEEN YANKEE FORK AND MILL CREEK.  ON HIGHEST POINT OF BLACK-
 QA0721'ROCK KNOB AT NORTH END OF TIMBERED RIDGE BETWEEN ELEVEN MILE
 QA0721'CREEK AND WEST HEAD OF MCCAY CREEK, ON SOUTH SIDE OF YANKEE FORK
 QA0721'OF SALMON RIVER.
 QA0721'
 QA0721'REACH EASILY FROM CAMPING GROUNDS ON ELEVEN MILE CREEK.
 QA0721'
 QA0721'STATION MARK--STANDARD TABLET IN ROCK UNDER LARGE ROCK MONUMENT.
 QA0721'
 QA0721'RM 1--CHISELED CROSS ON SOLID ROCK N.
 QA0721
 QA0721                          STATION RECOVERY (1961)
 QA0721
 QA0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QA0721'ON THE HIGHEST POINT OF A BLACK-ROCK KNOB AT THE N. END OF A TIMBERED
 QA0721'RIDGE BETWEEN ELEVEN MILE CREEK AND THE W. HEAD OF MCCAY CREEK.  ON
 QA0721'THE S. SIDE OF THE YANKEE FORK OF SALMON RIVER.  ABOUT 11 MI. E. OF
 QA0721'CUSTER AND 13 MI. E. OF BONANZA.  ABOUT 5 MI. W. OF THE SUMMIT WHERE
 QA0721'THE OLD CUSTER-CHALLIS WAGON ROAD CROSSES THE DIVIDE BETWEEN THE
 QA0721'YANKEE FORK AND MILL CREEK.  EASILY REACHED FROM THE CAMPING GROUNDS
 QA0721'ON ELEVEN MILE CREEK.
 QA0721'
 QA0721'STATION MARK--A TRIANGULATION TABLET IN ROCK SET UNDER A LARGE ROCK
 QA0721'MONUMENT AND TREE SIGNAL.
 QA0721'
 QA0721'FOUND AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 QA0721'
 QA0721'REACHED BY HELICOPTER.
 QA0721'
 QA0721'REFERENCE MARK NO. 1--CHISELED CROSS ON ROCK, 8.09 FT. FROM STATION
 QA0721'MARK, N 11 DEG 44 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0612 ***********************************************************************
 QY0612  DESIGNATION -  ELI CR
 QY0612  PID         -  QY0612
 QY0612  STATE/COUNTY-  ID/LEMHI
 QY0612  USGS QUAD   -  WILLIAMS LAKE (1989)
 QY0612
 QY0612                         *CURRENT SURVEY CONTROL
 QY0612  ___________________________________________________________________
 QY0612* NAD 83(1992)-  45 03 06.04890(N)    113 53 35.88004(W)     ADJUSTED  
 QY0612* NAVD 88     -      1766.6    (meters)    5796.     (feet)  VERTCON   
 QY0612  ___________________________________________________________________
 QY0612  LAPLACE CORR-           9.84  (seconds)                    DEFLEC99
 QY0612  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 QY0612
 QY0612  HORZ ORDER  -  SECOND
 QY0612
 QY0612.The horizontal coordinates were established by classical geodetic methods
 QY0612.and adjusted by the National Geodetic Survey in July 1992..
 QY0612
 QY0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0612
 QY0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0612
 QY0612.The geoid height was determined by GEOID03.
 QY0612
 QY0612;                    North         East     Units Scale Factor Converg.
 QY0612;SPC ID C     -   376,059.938   508,404.948   MT  0.99994824   +0 04 31.9
 QY0612;UTM  12      - 4,992,764.461   272,168.841   MT  1.00023830   -2 02 54.9
 QY0612
 QY0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0612!SPC ID C     -   0.99972510  x   0.99994824  =   0.99967336
 QY0612!UTM  12      -   0.99972510  x   1.00023830  =   0.99996334
 QY0612
 QY0612|---------------------------------------------------------------------|
 QY0612| PID    Reference Object                     Distance      Geod. Az  |
 QY0612|                                                           dddmmss.s |
 QY0612| CN3476 ELI CR RM 1                           4.857 METERS 22707     |
 QY0612| QY0615 ELI CR AZ MK                        APPROX. 1.5 KM 3083338.2 |
 QY0612| QY0611 BOUNDARY MARKER                      38.800 METERS 31136     |
 QY0612| CN3477 ELI CR RM 2                           6.713 METERS 31903     |
 QY0612|---------------------------------------------------------------------|
 QY0612
 QY0612                          SUPERSEDED SURVEY CONTROL
 QY0612
 QY0612  NAD 83(1986)-  45 03 06.04810(N)    113 53 35.87648(W) AD(       ) 2
 QY0612  NAD 27      -  45 03 06.32510(N)    113 53 32.63600(W) AD(       ) 2
 QY0612  NGVD 29 (07/19/86) 1765.4    (m)         5792.     (f) VERT ANG       
 QY0612
 QY0612.Superseded values are not recommended for survey control.
 QY0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0612.See file dsdata.txt to determine how the superseded data were derived.
 QY0612
 QY0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ7216992764(NAD 83)
 QY0612_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0612_SETTING: 80 = SET IN A BOULDER
 QY0612_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QY0612
 QY0612  HISTORY     - Date     Condition        Report By
 QY0612  HISTORY     - 1957     MONUMENTED       CGS
 QY0612
 QY0612                          STATION DESCRIPTION
 QY0612
 QY0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QY0612'THE STATION IS LOCATED NEAR THE HIGHEST POINT OF A LONG, GRASSY
 QY0612'RIDGE THAT RUNS NORTHWEST FROM SAL MOUNTAIN, AIRLINE ABOUT
 QY0612'1-1/2 MILES EAST OF THE SALMON RIVER AND 8 MILES SOUTH OF SALMON.
 QY0612'
 QY0612'TO REACH THE STATION FROM THE POST OFFICE IN SALMON GO SOUTHEAST
 QY0612'ON U.S. HIGHWAY 93 AND STATE HIGHWAY 28 FOR 0.4 MILE TO AN
 QY0612'INTERSECTION.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 93 FOR
 QY0612'5.9 MILES TO A GRAVEL PIT ON THE LEFT.  CONTINUE SOUTH ON THE
 QY0612'HIGHWAY 0.1 MILE TO A SIDE ROAD ON THE LEFT.  USING A TRUCK
 QY0612'WITH 4-WHEEL DRIVE TURN LEFT AND GO EAST 0.2 MILE TO A FORK.
 QY0612'TAKE THE RIGHT FORK AND GO SOUTH 1.8 MILES TO THE TOP OF A
 QY0612'RIDGE AND A DIM SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 QY0612'SOUTHEAST 0.2 MILE ALONG THE TOP OF THE RIDGE.  TURN RIGHT AND GO
 QY0612'0.7 MILE SOUTH INTO A DEEP CANYON AND UP THE OTHER SIDE TO
 QY0612'THE TOP OF ANOTHER RIDGE.  TURN LEFT AND GO SOUTHEAST ALONG
 QY0612'THE RIDGE 0.4 MILE TO A WITNESS POST AND THE STATION.
 QY0612'
 QY0612'THE STATION MARK IS A STANDARD DISK STAMPED ELI CR 1957 CEMENTED
 QY0612'IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS 6 INCHES
 QY0612'ABOVE THE GROUND.  IT IS 9 FEET NORTHEAST OF A WITNESS POST.
 QY0612'
 QY0612'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ELI CR NO 1
 QY0612'1957 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 QY0612'PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 8 INCHES LOWER THAN
 QY0612'THE STATION.
 QY0612'
 QY0612'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ELI CR NO 2
 QY0612'1957 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 QY0612'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT LOWER THAN
 QY0612'THE STATION.
 QY0612'
 QY0612'THE U.S. FOREST SERVICE BOUNDARY MARKER IS AN 8-INCH POST
 QY0612'SET IN THE CENTER OF A 2-FOOT CAIRN THAT IS ABOUT 8 FEET
 QY0612'LOWER THAN THE STATION.
 QY0612'
 QY0612'THE AZIMUTH MARK IS TRIANGULATION STATION ELI CR AZI.  SEE
 QY0612'ITS DESCRIPTION FOR DETAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0615 ***********************************************************************
 QY0615  DESIGNATION -  ELI CR AZ MK
 QY0615  PID         -  QY0615
 QY0615  STATE/COUNTY-  ID/LEMHI
 QY0615  USGS QUAD   -  WILLIAMS LAKE (1989)
 QY0615
 QY0615                         *CURRENT SURVEY CONTROL
 QY0615  ___________________________________________________________________
 QY0615* NAD 83(1992)-  45 03 35.63738(N)    113 54 28.25632(W)     ADJUSTED  
 QY0615* NAVD 88     -      1700.0    (meters)    5577.     (feet)  VERTCON   
 QY0615  ___________________________________________________________________
 QY0615  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 QY0615  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 QY0615
 QY0615  HORZ ORDER  -  SECOND
 QY0615
 QY0615.The horizontal coordinates were established by classical geodetic methods
 QY0615.and adjusted by the National Geodetic Survey in July 1992..
 QY0615
 QY0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0615
 QY0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0615
 QY0615.The geoid height was determined by GEOID03.
 QY0615
 QY0615;                    North         East     Units Scale Factor Converg.
 QY0615;SPC ID C     -   376,971.886   507,257.860   MT  0.99994802   +0 03 54.8
 QY0615;UTM  12      - 4,993,718.581   271,056.018   MT  1.00024455   -2 03 33.1
 QY0615
 QY0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0615!SPC ID C     -   0.99973555  x   0.99994802  =   0.99968358
 QY0615!UTM  12      -   0.99973555  x   1.00024455  =   0.99998003
 QY0615
 QY0615:                Primary Azimuth Mark                     Grid Az
 QY0615:SPC ID C     -  ELI CR                                   128 29 06.4
 QY0615:UTM  12      -  ELI CR                                   130 36 34.3
 QY0615
 QY0615|---------------------------------------------------------------------|
 QY0615| PID    Reference Object                     Distance      Geod. Az  |
 QY0615|                                                           dddmmss.s |
 QY0615| QY0612 ELI CR                              APPROX. 1.5 KM 1283301.2 |
 QY0615| CN3474 ELI CR AZ MK RM 1                     4.110 METERS 17131     |
 QY0615| QZ0560 LAKE MOUNTAIN                       APPROX.14.5 KM 2524312.1 |
 QY0615| CN3475 ELI CR AZ MK RM 2                     4.700 METERS 32117     |
 QY0615|---------------------------------------------------------------------|
 QY0615
 QY0615                          SUPERSEDED SURVEY CONTROL
 QY0615
 QY0615  NAD 83(1986)-  45 03 35.63657(N)    113 54 28.25275(W) AD(       ) 2
 QY0615  NAD 27      -  45 03 35.91480(N)    113 54 25.01120(W) AD(       ) 2
 QY0615  NGVD 29 (07/19/86) 1698.8    (m)         5573.     (f) VERT ANG       
 QY0615
 QY0615.Superseded values are not recommended for survey control.
 QY0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0615.See file dsdata.txt to determine how the superseded data were derived.
 QY0615
 QY0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ7105693719(NAD 83)
 QY0615_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0615_SETTING: 80 = SET IN A BOULDER
 QY0615_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QY0615
 QY0615  HISTORY     - Date     Condition        Report By
 QY0615  HISTORY     - 1957     MONUMENTED       CGS
 QY0615
 QY0615                          STATION DESCRIPTION
 QY0615
 QY0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QY0615'THE STATION IS LOCATED AIRLINE, ABOUT 8 MILES SOUTH OF SALMON
 QY0615'AND ABOUT 0.3 MILE EAST OF THE SALMON RIVER ON A NORTH-SOUTH
 QY0615'RIDGE WHICH LOOKS ALMOST STRAIGHT DOWN ONTO THE SALMON RIVER
 QY0615'AND U.S. HIGHWAY 93.
 QY0615'
 QY0615'THE STATION IS A STANDARD DISK STAMPED ELI CR AZI 1957 SET
 QY0615'IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 3
 QY0615'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ON THE HIGHEST
 QY0615'POINT OF A ROCKY POINT.
 QY0615'
 QY0615'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ELI CR AZI
 QY0615'NO 1 1957 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 QY0615'ABOUT 1 INCH ABOVE THE SURROUNDING SURFACE AND IS ABOUT 2 FEET
 QY0615'LOWER THAN THE STATION.
 QY0615'
 QY0615'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ELI CR
 QY0615'AZI NO 2 1957 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS
 QY0615'ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS ABOUT 2 FEET
 QY0615'LOWER THAN THE STATION.
 QY0615'
 QY0615'STATION ELI CR WHICH IS ABOUT 1 MILE SOUTHEAST OF THE STATION
 QY0615'WAS USED AS THE AZIMUTH MARK.
 QY0615'
 QY0615'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 93
 QY0615'AND STATE HIGHWAY 28 IN THE SOUTHEAST EDGE OF SALMON, GO SOUTH
 QY0615'ON U.S. HIGHWAY 93 FOR 6.3 MILES TO A SIDE ROAD ON THE LEFT,
 QY0615'JUST AFTER PASSING A GRAVEL PIT ALSO ON THE LEFT, EAST SIDE.
 QY0615'TURN LEFT OFF THE HIGHWAY AND GO EAST UP A VERY STEEP HILL
 QY0615'FOR 0.3 MILE.  TAKE THE RIGHT FORK AND GO SOUTHERLY ON A TRACK
 QY0615'ROAD FOR 1.9 MILES TO THE TOP OF A RIDGE.  TAKE THE LEFT FORK
 QY0615'AND GO SOUTH FOR 0.1 MILE TO WHERE THE ROAD TURNS RIGHT
 QY0615'DOWNHILL.  KEEP STRAIGHT AHEAD LEAVING THE MAIN TRAVELED ROAD AND
 QY0615'FOLLOW A VERY FAINT TRACK ROAD SOUTHEASTERLY ALONG THE RIDGE
 QY0615'FOR 0.4 MILE.  TURN RIGHT AND GO SOUTH DOWNHILL INTO A
 QY0615'RAVINE AND THEN UPHILL, SOUTH FOR 0.6 MILE TO THE TOP OF A
 QY0615'RIDGE.  TURN RIGHT AND GO WEST AND NORTH ACROSS COUNTRY FOR
 QY0615'0.5 MILE TO A ROCKY POINT AND THE STATION.  THE LAST 0.2
 QY0615'MILE TO THE STATION IS VERY ROCKY AND SIDELING.  A
 QY0615'FOUR-WHEEL DRIVE VEHICLE IS NECESSARY TO REACH THE
 QY0615'STATION AFTER LEAVING THE HIGHWAY.
 QY0615'
 QY0615'HEIGHT OF LIGHT ABOVE STATION MARK 1.61 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1213 ***********************************************************************
 NV1213  DESIGNATION -  ELK
 NV1213  PID         -  NV1213
 NV1213  STATE/COUNTY-  ID/ELMORE
 NV1213  USGS QUAD   -  C J STRIKE DAM (1992)
 NV1213
 NV1213                         *CURRENT SURVEY CONTROL
 NV1213  ___________________________________________________________________
 NV1213* NAD 83(1992)-  42 58 37.77337(N)    115 58 38.49727(W)     ADJUSTED  
 NV1213* NAVD 88     -       871.9    (meters)    2861.     (feet)  VERTCON   
 NV1213  ___________________________________________________________________
 NV1213  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 NV1213  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 NV1213
 NV1213  HORZ ORDER  -  SECOND
 NV1213
 NV1213.The horizontal coordinates were established by classical geodetic methods
 NV1213.and adjusted by the National Geodetic Survey in July 1992..
 NV1213
 NV1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1213
 NV1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1213
 NV1213.The geoid height was determined by GEOID03.
 NV1213
 NV1213;                    North         East     Units Scale Factor Converg.
 NV1213;SPC ID W     -   145,584.298   781,455.184   MT  0.99993756   -0 09 18.0
 NV1213;UTM  11      - 4,758,785.693   583,384.861   MT  0.99968554   +0 41 49.8
 NV1213
 NV1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1213!SPC ID W     -   0.99986592  x   0.99993756  =   0.99980349
 NV1213!UTM  11      -   0.99986592  x   0.99968554  =   0.99955151
 NV1213
 NV1213:                Primary Azimuth Mark                     Grid Az
 NV1213:SPC ID W     -  ELK AZ MK                                027 27 07.3
 NV1213:UTM  11      -  ELK AZ MK                                026 35 59.5
 NV1213
 NV1213|---------------------------------------------------------------------|
 NV1213| PID    Reference Object                     Distance      Geod. Az  |
 NV1213|                                                           dddmmss.s |
 NV1213| CD5037 ELK AZ MK                                          0271749.3 |
 NV1213| CD6120 CLOVER PP                                          12119     |
 NV1213| CD5038 ELK RM 1                              7.888 METERS 25959     |
 NV1213| CD5039 ELK RM 2                              6.299 METERS 34021     |
 NV1213|---------------------------------------------------------------------|
 NV1213
 NV1213                          SUPERSEDED SURVEY CONTROL
 NV1213
 NV1213  NAD 83(1986)-  42 58 37.77416(N)    115 58 38.49373(W) AD(       ) 2
 NV1213  NAD 27      -  42 58 38.15900(N)    115 58 35.16000(W) AD(       ) 2
 NV1213  NGVD 29 (07/19/86)  871.0    (m)         2858.     (f) VERT ANG       
 NV1213
 NV1213.Superseded values are not recommended for survey control.
 NV1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1213.See file dsdata.txt to determine how the superseded data were derived.
 NV1213
 NV1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8338558786(NAD 83)
 NV1213_MARKER: Z = SEE DESCRIPTION
 NV1213_SETTING: 0 = UNSPECIFIED SETTING
 NV1213
 NV1213  HISTORY     - Date     Condition        Report By
 NV1213  HISTORY     - 1945     MONUMENTED       CGS
 NV1213
 NV1213                          STATION DESCRIPTION
 NV1213
 NV1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1213'STATION IS LOCATED ON THE RIM OF THE SNAKE RIVER CANYON,
 NV1213'ABOUT 18 MILES SW OF MOUNTAIN HOME, 11 MILES NW OF BRUNEAU,
 NV1213'AND 6 MILES ESE OF GRAND VIEW.  IT IS ABOUT 1 MILE S OF THE
 NV1213'MOUTH OF CANON CREEK, 0.6 MILE S OF A BEDROCK KNOLL WITH
 NV1213'TWO CAIRNS ON IT, AND 0.1 MILE E OF THE ADA-ELMORE COUNTY
 NV1213'LINE.  IT IS 8 METERS W OF THE EDGE OF THE RIM AND 1 METER
 NV1213'E OF A ROUND BEDROCK PROTUBERANCE ABOUT 7 FEET IN DIAMETER
 NV1213'AND 18 INCHES HIGH.
 NV1213'
 NV1213'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 NV1213'WITH THE GROUND.  IT IS STAMPED ELK 1944.
 NV1213'
 NV1213'NO UNDERGROUND OR WITNESS MARK WAS SET.
 NV1213'
 NV1213'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 NV1213'FLUSH WITH THE GROUND AND IS STAMPED ELK NO 1 1944.  IT IS
 NV1213'16 METERS W OF THE EDGE OF THE RIM.
 NV1213'
 NV1213'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 NV1213'FLUSH WITH THE GROUND AND IS STAMPED ELK NO 2 1944.  IT IS
 NV1213'8-1/2 METERS W OF THE EDGE OF THE RIM.
 NV1213'
 NV1213'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH
 NV1213'WITH THE GROUND AND IS STAMPED ELK 1944.  IT IS ON THE BEDROCK
 NV1213'KNOLL WITH THE TWO CAIRNS ON IT, 3 METERS S OF THE MORE S
 NV1213'CAIRN.
 NV1213'
 NV1213'ALL MARKS ARE AT ABOUT THE SAME ELEVATION.
 NV1213'
 NV1213'TO REACH STATION FROM MOUNTAIN HOME, GO 8.8 MILES W ON ROAD
 NV1213'LEADING TO GRAND VIEW AND THE MOUNTAIN HOME ARMY AIR BASE.
 NV1213'KEEP STRAIGHT AHEAD TOWARDS GRAND VIEW WHERE THE PAVED ROAD
 NV1213'LEADS LEFT TO THE AIR BASE AND CONTINUE 4.2 MILES TO OLD
 NV1213'CROSS ROAD.  TURN LEFT OFF THE HIGHWAY AND CONTINUE S 0.2
 NV1213'MILE.  CROSS OVER AIR BASE DUMP ROAD AND CONTINUE S 1.0 MILE.
 NV1213'CROSS OVER DITCH AND CONTINUE S ON MAIN-TRAVELED ROAD 1.7
 NV1213'MILES TO CROSS ROAD.  TURN RIGHT (W) AND CONTINUE 1.45 MILES
 NV1213'TO POWER-TRANSMISSION LINE POLE 522 AT A ROAD INTERSECTION.
 NV1213'CONTINUE 0.15 MILE AND THENCE LEFT ALONG THE LEFT BANK OF
 NV1213'CANON CREEK 0.4 MILE.  CROSS CANON CREEK AND CONTINUE 0.2
 NV1213'MILE.  THEN TAKE LEFT FORK AND CONTINUE 0.2 MILE.  TAKE
 NV1213'LEFT FORK AGAIN, BEFORE REACHING SUMMIT OF RIDGE, AND GO
 NV1213'2.3 MILES TO SMALL WOODEN BRIDGE AND DRAW.  TURN SHARP LEFT,
 NV1213'AFTER CROSSING BRIDGE, AND FOLLOW DIM TRACK ROAD 1.0 MILE TO
 NV1213'ITS END.  KEEP STRAIGHT AHEAD ON TRUCK TRACKS LEADING ALONG
 NV1213'BASE OF ESCARPMENT 0.7 MILE.  THEN BEAR LEFT ON TRACKS LEADING
 NV1213'UP DRAW 0.1 MILE TO FLAT SUMMIT OF RIDGE.  BEAR RIGHT AND
 NV1213'CONTINUE S 0.4 MILE ON TRUCK TRACKS TO EDGE OF RIM AND
 NV1213'STATION SITE.
 NV1213'
 NV1213'TO REACH AZIMUTH MARK FROM STATION, DRIVE N ALONG THE RIM FOR
 NV1213'0.6 MILE TO THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0652 ***********************************************************************
 QZ0652  DESIGNATION -  ELK
 QZ0652  PID         -  QZ0652
 QZ0652  STATE/COUNTY-  ID/IDAHO
 QZ0652  USGS QUAD   -  RUNNING LAKE (1995)
 QZ0652
 QZ0652                         *CURRENT SURVEY CONTROL
 QZ0652  ___________________________________________________________________
 QZ0652* NAD 83(1992)-  45 54 45.46280(N)    115 03 41.42613(W)     ADJUSTED  
 QZ0652* NAVD 88     -      2386.     (meters)    7828.     (feet)  SCALED    
 QZ0652  ___________________________________________________________________
 QZ0652  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 QZ0652  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 QZ0652
 QZ0652  HORZ ORDER  -  FIRST
 QZ0652
 QZ0652.The horizontal coordinates were established by classical geodetic methods
 QZ0652.and adjusted by the National Geodetic Survey in July 1992..
 QZ0652
 QZ0652.The orthometric height was scaled from a topographic map.
 QZ0652
 QZ0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0652
 QZ0652.The geoid height was determined by GEOID03.
 QZ0652
 QZ0652;                    North         East     Units Scale Factor Converg.
 QZ0652;SPC ID W     -   471,960.084   853,413.202   MT  0.99996839   +0 29 40.4
 QZ0652;UTM  11      - 5,086,167.063   650,337.187   MT  0.99987786   +1 23 33.5
 QZ0652
 QZ0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0652!SPC ID W     -   0.99962837  x   0.99996839  =   0.99959677
 QZ0652!UTM  11      -   0.99962837  x   0.99987786  =   0.99950627
 QZ0652
 QZ0652:                Primary Azimuth Mark                     Grid Az
 QZ0652:SPC ID W     -  WYLIES PEAK LOOKOUT                      043 14 20.5
 QZ0652:UTM  11      -  WYLIES PEAK LOOKOUT                      042 20 27.4
 QZ0652
 QZ0652|---------------------------------------------------------------------|
 QZ0652| PID    Reference Object                     Distance      Geod. Az  |
 QZ0652|                                                           dddmmss.s |
 QZ0652| QZ0649 WYLIES PEAK LOOKOUT                 APPROX.10.7 KM 0434400.9 |
 QZ0652| QZ0646 SPOT MOUNTAIN LOOKOUT               APPROX.21.3 KM 1305127.5 |
 QZ0652| QZ0641 BURNT KNOB LOOKOUT                  APPROX.24.0 KM 1664552.7 |
 QZ0652| QZ0653 GREEN                               APPROX.15.8 KM 1840920.0 |
 QZ0652| CH7290 ELK RM 1                              9.787 METERS 19833     |
 QZ0652| QZ0669 ANDERSON BUTTE LOOKOUT              APPROX.21.1 KM 2623018.2 |
 QZ0652| CH7291 ELK RM 2                              6.258 METERS 27736     |
 QZ0652| QZ0654 VERMILLION PEAK LOOKOUT             APPROX. 6.1 KM 2871457.9 |
 QZ0652| RY0937 CRAGS                               APPROX.31.4 KM 3392543.9 |
 QZ0652|---------------------------------------------------------------------|
 QZ0652
 QZ0652                          SUPERSEDED SURVEY CONTROL
 QZ0652
 QZ0652  NAD 83(1986)-  45 54 45.46682(N)    115 03 41.42019(W) AD(       ) 1
 QZ0652  NAD 27      -  45 54 45.77300(N)    115 03 38.00600(W) AD(       ) 1
 QZ0652
 QZ0652.Superseded values are not recommended for survey control.
 QZ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0652.See file dsdata.txt to determine how the superseded data were derived.
 QZ0652
 QZ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL5033786167(NAD 83)
 QZ0652_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QZ0652_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0652
 QZ0652  HISTORY     - Date     Condition        Report By
 QZ0652  HISTORY     - 1935     MONUMENTED       CGS
 QZ0652  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QZ0652  HISTORY     - 1965     GOOD             USGS
 QZ0652
 QZ0652                          STATION DESCRIPTION
 QZ0652
 QZ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 QZ0652'IN SEC. 26, T. 30 N., R. 11 E., ON ELK MOUNTAIN, A HIGH ROCKY
 QZ0652'PEAK, THE HIGHEST ONE IN A GROUP AT THE HEAD OF MEADOW AND
 QZ0652'RUNNING CREEKS.
 QZ0652'
 QZ0652'TO REACH FROM RED RIVER RANGER STATION, WHICH IS 12 MILES
 QZ0652'SOUTH OF ELK CITY, GO SOUTH 17.7 MILES UP THE U.S. FOREST
 QZ0652'SERVICE ROAD THAT PASSES TO THE LEFT OF THE MAIN HOUSE, TO A
 QZ0652'FORK (THE RIGHT FORK GOES DOWN INTO BARGAMIN CREEK).  TAKE
 QZ0652'LEFT FORK AND GO 3.5 MILES TO THE GREEN MOUNTAIN ROAD TO THE
 QZ0652'LEFT, GO STRAIGHT AHEAD ON THE MAIN-TRAVELED ROAD 4.9 MILES
 QZ0652'TO A FORK (THE LEFT FORK GOES TO MEADOW CREEK LOOKOUT), TAKE
 QZ0652'THE RIGHT FORK AND GO 0.7 MILE TO ANOTHER FORK, TAKE LEFT
 QZ0652'FORK AND GO 7.2 MILES TO THE END OF THE ROAD IN A SMALL FLAT.
 QZ0652'FROM THE TRUCK AT THE FLAT, GO TO THE LEFT TO THE TOP OF THE
 QZ0652'RIDGE AND THEN FOLLOW THE RIDGE TO THE RIGHT IN A
 QZ0652'SEMI-CIRCLE TO THE STATION.
 QZ0652'
 QZ0652'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QZ0652'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2A AND 12A RESPECTIVELY.
 QZ0652
 QZ0652                          STATION RECOVERY (1956)
 QZ0652
 QZ0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 QZ0652'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 QZ0652'THE 1935 DESCRIPTION BY E.B.L. IS ADEQUATE FOR RECOVERY.
 QZ0652
 QZ0652                          STATION RECOVERY (1965)
 QZ0652
 QZ0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QZ0652'RECOVERED AS DESCRIBED.
 QZ0652'
 QZ0652'STATION REACHED BY HELICOPTER.
 QZ0652'
 QZ0652'STATION MARK--STANDARD USC AND GS TABLET STAMPED---ELK 1935---.
 QZ0652'
 QZ0652'REFERENCE MARK NO. 1--STANDARD USC AND GS REFERENCE TABLET STAMPED
 QZ0652'---ELK NO 1 USGS 1935---, 32.11 FT. FROM STATION.  (C AND GS
 QZ0652'MEASUREMENT IS 34.13 FT.)
 QZ0652'
 QZ0652'REFERENCE MARK NO. 2--STANDARD USC AND GS REFERENCE TABLET STAMPED
 QZ0652'---ELK NO 2 USGS 1935---, 20.53 FT. FROM STATION.  (C AND GS
 QZ0652'MEASUREMENT IS 22.55 FT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0681 ***********************************************************************
 QZ0681  DESIGNATION -  ELK
 QZ0681  PID         -  QZ0681
 QZ0681  STATE/COUNTY-  ID/VALLEY
 QZ0681  USGS QUAD   -  WOLF FANG PEAK (1979)
 QZ0681
 QZ0681                         *CURRENT SURVEY CONTROL
 QZ0681  ___________________________________________________________________
 QZ0681* NAD 83(1992)-  45 08 23.23888(N)    115 24 50.77564(W)     ADJUSTED  
 QZ0681* NAVD 88     -      2807.7    (meters)    9212.     (feet)  VERTCON   
 QZ0681  ___________________________________________________________________
 QZ0681  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 QZ0681  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 QZ0681
 QZ0681  HORZ ORDER  -  SECOND
 QZ0681
 QZ0681.The horizontal coordinates were established by classical geodetic methods
 QZ0681.and adjusted by the National Geodetic Survey in July 1992..
 QZ0681
 QZ0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0681
 QZ0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0681
 QZ0681.The geoid height was determined by GEOID03.
 QZ0681
 QZ0681;                    North         East     Units Scale Factor Converg.
 QZ0681;SPC ID W     -   385,895.158   826,418.070   MT  0.99994191   +0 14 17.1
 QZ0681;UTM  11      - 4,999,702.667   624,688.479   MT  0.99979117   +1 07 27.4
 QZ0681
 QZ0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0681!SPC ID W     -   0.99956222  x   0.99994191  =   0.99950415
 QZ0681!UTM  11      -   0.99956222  x   0.99979117  =   0.99935348
 QZ0681
 QZ0681|---------------------------------------------------------------------|
 QZ0681| PID    Reference Object                     Distance      Geod. Az  |
 QZ0681|                                                           dddmmss.s |
 QZ0681| CH7303 ELK RM 2                              6.503 METERS 19040     |
 QZ0681| CH7302 ELK RM 1                              5.243 METERS 32142     |
 QZ0681| CH7301 ELK PASS                                           3294125.1 |
 QZ0681|---------------------------------------------------------------------|
 QZ0681
 QZ0681                          SUPERSEDED SURVEY CONTROL
 QZ0681
 QZ0681  NAD 83(1986)-  45 08 23.24010(N)    115 24 50.77059(W) AD(       ) 2
 QZ0681  NAD 27      -  45 08 23.56573(N)    115 24 47.36207(W) AD(       ) 2
 QZ0681  NGVD 29 (07/19/86) 2806.2    (m)         9207.     (f) VERT ANG       
 QZ0681
 QZ0681.Superseded values are not recommended for survey control.
 QZ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0681.See file dsdata.txt to determine how the superseded data were derived.
 QZ0681
 QZ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK2468899703(NAD 83)
 QZ0681_MARKER: DB = BENCH MARK DISK
 QZ0681_SETTING: 80 = SET IN A BOULDER
 QZ0681_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QZ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0681+STABILITY: SURFACE MOTION
 QZ0681
 QZ0681  HISTORY     - Date     Condition        Report By
 QZ0681  HISTORY     - UNK      MONUMENTED       USGS
 QZ0681  HISTORY     - 1947     GOOD             USGS
 QZ0681  HISTORY     - 1959     GOOD             CGS
 QZ0681  HISTORY     - 1966     GOOD             CGS
 QZ0681  HISTORY     - 20040719 POOR             USFS
 QZ0681
 QZ0681                          STATION DESCRIPTION
 QZ0681
 QZ0681'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 QZ0681'STATION MARK---UNSTAMPED U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 QZ0681'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FT. BY 1-1/2
 QZ0681'FT. AND PROJECTS ABOUT 6 IN. ABOVE THE GROUND.
 QZ0681
 QZ0681                          STATION RECOVERY (1959)
 QZ0681
 QZ0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QZ0681'THE STATION IS LOCATED, AIRLINE, ABOUT 4-1/2 MILES WEST-NORTHWEST
 QZ0681'OF BIG CREEK GUARD STATION, ABOUT 17 MILES SOUTHEAST OF WARREN
 QZ0681'AND ABOUT 14 MILES NORTH-NORTHEAST OF YELLOW PINE.  IT IS ON
 QZ0681'THE HIGHEST POINT OF ELDRIDGE MOUNTAIN.
 QZ0681'
 QZ0681'TO REACH FROM THE POST OFFICE IN YELLOW PINE, GO SOUTH FOR
 QZ0681'0.25 MILE TO A GRADED CROSSROAD.  TURN LEFT, ON GRADED CROSS
 QZ0681'ROAD, AND GO EAST ON THE MAIN TRAVELED ROAD FOR 4.8 MILES TO A
 QZ0681'FORK AND A SIGN BIG CREEK R.S. 18.  TAKE THE LEFT FORK AND GO
 QZ0681'NORTHERLY, ON THE GRADED ROAD, FOR 18.25 MILES TO A SIGN IN
 QZ0681'THE ROAD TRIANGLE ELK SUMMIT 10, ABOUT 1/4 MILE BEFORE REACHING
 QZ0681'BIG CREEK HEADQUARTERS.  TAKE THE LEFT FORK, ON THE GRADED
 QZ0681'ROAD, AND GO WESTERLY FOR 2.45 MILES TO A REVERSE Y-FORK,
 QZ0681'CONTINUE STRAIGHT AHEAD ON THE GRADED ROAD FOR 7.1 MILES TO A
 QZ0681'FORK AT ELK CREEK SUMMIT AND THE END OF TRUCK TRAVEL.  PACK
 QZ0681'SOUTHERLY FOR ABOUT 1/4 MILE ALONG THE RIDGE TO A SADDLE,
 QZ0681'THEN BEAR LEFT AND PACK EASTERLY ALONG THE RIDGE TO THE HIGHEST
 QZ0681'POINT AND THE STATION.  NOTE--THIS IS A 1 HOUR PACK.
 QZ0681'
 QZ0681'THE STATION MARK IS A UNSTAMPED U.S. GEOLOGICAL SURVEY BENCH
 QZ0681'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 QZ0681'2 FEET BY 1-1/2 FEET AND PROJECTS ABOUT 6-INCHES ABOVE THE
 QZ0681'GROUND.
 QZ0681'
 QZ0681'REFERENCE MARK NUMBER ONE, STAMPED ELK NO 1 1959, IS A STANDARD
 QZ0681'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 QZ0681'2-1/2 FEET BY 2 FEET AND PROJECTS ABOUT 1 FOOT ABOVE THE
 QZ0681'GROUND.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 QZ0681'
 QZ0681'REFERENCE MARK NUMBER TWO, STAMPED ELK NO 2 1959, IS A STANDARD
 QZ0681'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2
 QZ0681'FEET BY 1 FOOT AND PROJECTS ABOUT 6-INCHES ABOVE THE GROUND.
 QZ0681'IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 QZ0681'
 QZ0681'THE AZIMUTH MARK, STAMPED ELK PASS 1923, IS A U.S. FOREST
 QZ0681'SERVICE DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS
 QZ0681'ABOUT 2 FEET BY 1 FOOT AND IS FLUSH WITH THE GROUND.  IT IS
 QZ0681'6-INCHES SOUTH OF A SMALL CAIRN AND IS AT THE END OF TRUCK
 QZ0681'TRAVEL ON ELK CREEK SUMMIT.
 QZ0681
 QZ0681                          STATION RECOVERY (1966)
 QZ0681
 QZ0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QZ0681'STATION WAS RECOVERED AS DESCRIBED BY J.E. GUTH IN 1959.
 QZ0681'STATION WAS VISITED BY A LIGHTKEEPER AND WAS NOT OCCUPIED
 QZ0681'AT THIS TIME.
 QZ0681'
 QZ0681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 QZ0681'NORTH-NORTHEAST OF YELLOW PINE.
 QZ0681
 QZ0681                          STATION RECOVERY (2004)
 QZ0681
 QZ0681'RECOVERY NOTE BY US FOREST SERVICE 2004 (MR)
 QZ0681'BOULDER WITH BRASS DISK IS LOOSE ON SUMMIT OF MOUNT ELDRIDGE.  BOULDER
 QZ0681'APPEARS TO HAVE BEEN MOVED.  FOUND RM ABOUT 25 FEET NORTH OF SUMMIT.
 QZ0681'RM IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0710 ***********************************************************************
 QZ0710  DESIGNATION -  ELK
 QZ0710  PID         -  QZ0710
 QZ0710  STATE/COUNTY-  ID/IDAHO
 QZ0710  USGS QUAD   -  JOHNSON BUTTE (1989)
 QZ0710
 QZ0710                         *CURRENT SURVEY CONTROL
 QZ0710  ___________________________________________________________________
 QZ0710* NAD 83(1992)-  45 28 32.46219(N)    115 47 49.08052(W)     ADJUSTED  
 QZ0710* NAVD 88     -      1155.1    (meters)    3790.     (feet)  VERTCON   
 QZ0710  ___________________________________________________________________
 QZ0710  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 QZ0710  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 QZ0710
 QZ0710  HORZ ORDER  -  SECOND
 QZ0710
 QZ0710.The horizontal coordinates were established by classical geodetic methods
 QZ0710.and adjusted by the National Geodetic Survey in July 1992..
 QZ0710
 QZ0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0710
 QZ0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0710
 QZ0710.The geoid height was determined by GEOID03.
 QZ0710
 QZ0710;                    North         East     Units Scale Factor Converg.
 QZ0710;SPC ID W     -   423,169.521   796,327.830   MT  0.99993350   -0 02 00.5
 QZ0710;UTM  11      - 5,036,498.919   594,029.478   MT  0.99970870   +0 51 28.0
 QZ0710
 QZ0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0710!SPC ID W     -   0.99982133  x   0.99993350  =   0.99975485
 QZ0710!UTM  11      -   0.99982133  x   0.99970870  =   0.99953009
 QZ0710
 QZ0710|---------------------------------------------------------------------|
 QZ0710| PID    Reference Object                     Distance      Geod. Az  |
 QZ0710|                                                           dddmmss.s |
 QZ0710| CH7292 ELK RM 1                             14.407 METERS 05605     |
 QZ0710| CH7293 ELK RM 2                              9.579 METERS 16306     |
 QZ0710| QZ0712 HODOO                               APPROX. 1.4 KM 2335030.8 |
 QZ0710|---------------------------------------------------------------------|
 QZ0710
 QZ0710                          SUPERSEDED SURVEY CONTROL
 QZ0710
 QZ0710  NAD 83(1986)-  45 28 32.46415(N)    115 47 49.07657(W) AD(       ) 2
 QZ0710  NAD 27      -  45 28 32.81818(N)    115 47 45.61227(W) AD(       ) 2
 QZ0710  NGVD 29 (07/19/86) 1153.8    (m)         3785.     (f) VERT ANG       
 QZ0710
 QZ0710.Superseded values are not recommended for survey control.
 QZ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0710.See file dsdata.txt to determine how the superseded data were derived.
 QZ0710
 QZ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL9402936499(NAD 83)
 QZ0710_MARKER: Z = SEE DESCRIPTION
 QZ0710_SETTING: 0 = UNSPECIFIED SETTING
 QZ0710
 QZ0710  HISTORY     - Date     Condition        Report By
 QZ0710  HISTORY     - 1945     MONUMENTED       CGS
 QZ0710
 QZ0710                          STATION DESCRIPTION
 QZ0710
 QZ0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QZ0710'STATION IS LOCATED ON THE THIRD GENERAL LEVEL OF A STEEP RIDGE
 QZ0710'LYING JUST E OF THE FIRST CANYON E OF SHEEP CREEK AND ABOUT 1/2
 QZ0710'MILE SE OF THE HIGHEST PART OF THE RIDGE.  IT IS 91.5 FEET
 QZ0710'NE OF A LONG PINE TREE WITH A TRIANGULAR BLAZE.
 QZ0710'
 QZ0710'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 QZ0710'IN A BOULDER.  IT IS STAMPED ELK 1945 AND IS FLUSH WITH THE
 QZ0710'GROUND.
 QZ0710'
 QZ0710'REFERENCE MARK 1 IS NE OF THE STATION AND 6 FEET HIGHER.
 QZ0710'IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER.
 QZ0710'IT IS STAMPED ELK NO 1 1945 AND IS FLUSH WITH THE GROUND.
 QZ0710'
 QZ0710'REFERENCE MARK 2 IS SSE OF THE STATION AND 4 FEET LOWER.  IT
 QZ0710'IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER.
 QZ0710'IT IS STAMPED ELK NO 2 1945 AND IS FLUSH WITH THE GROUND.
 QZ0710'
 QZ0710'AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION HODOO.
 QZ0710'
 QZ0710'TO REACH THE STATION FROM THE DIXIE RANGER STATION, FOLLOW ROAD
 QZ0710'W TO A FORK AT THE N END OF AIRFIELD.  TURN LEFT AND FOLLOW TRAIL
 QZ0710'DOWN THE W SIDE OF CROOKED CREEK TO THE SHEPP RANCH, CONTINUE
 QZ0710'TRAIL DOWN THE SALMON RIVER TO A FOREST SERVICE CABIN 0.15 MILE
 QZ0710'E OF SHEEP CREEK.  A TOTAL DISTANCE OF 22-1/2 MILES.* FROM
 QZ0710'THE FOREST SERVICE CABIN, CROSS TO THE E SIDE OF THE CANYON
 QZ0710'JUST E OF THE CABIN AND FOLLOW TRAIL UP STEEP SLOPE OF RIDGE
 QZ0710'TO THE STATION.  ABOUT A 45-MINUTE HORSE PACK.
 QZ0710'
 QZ0710'TRIANGULATION STATION HODOO IS LOCATED AT THE HIGH-WATER MARK
 QZ0710'OF A ROCK-AND-SAND BAR ON THE N SIDE OF THE SALMON RIVER AND
 QZ0710'DOWNSTREAM FROM THE MOUTH OF SHEEP CREEK.  IT IS 76.5 FEET
 QZ0710'NNE OF A 12- BY 10- BY 10-FOOT BOULDER, 110 FEET N OF THE WATERS
 QZ0710'EDGE, AND ABOUT 400 FEET W OF THE MOUTH OF SHEEP CREEK.  IT IS
 QZ0710'SET IN A 3- BY 4-FOOT BOULDER PROJECTING 14 INCHES.  IT IS
 QZ0710'STAMPED HODOO 1945.
 QZ0710'
 QZ0710'*TO REACH TRIANGULATION STATION HODOO FROM THE FOREST SERVICE
 QZ0710'CABIN, GO W 0.15 MILE TO SHEEP CREEK.  HERE TURN LEFT (SW) AND GO
 QZ0710'0.1 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1741 ***********************************************************************
 RZ1741  DESIGNATION -  ELK
 RZ1741  PID         -  RZ1741
 RZ1741  STATE/COUNTY-  ID/CLEARWATER
 RZ1741  USGS QUAD   -  ELK BUTTE (1994)
 RZ1741
 RZ1741                         *CURRENT SURVEY CONTROL
 RZ1741  ___________________________________________________________________
 RZ1741* NAD 83(1992)-  46 50 26.84520(N)    116 07 03.47849(W)     ADJUSTED  
 RZ1741* NAVD 88     -      1776.06   (+/-2cm)    5827.0    (feet)  VERTCON   
 RZ1741  ___________________________________________________________________
 RZ1741  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 RZ1741  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 RZ1741
 RZ1741  HORZ ORDER  -  FIRST
 RZ1741  VERT ORDER  -  THIRD ? (See Below)
 RZ1741
 RZ1741.The horizontal coordinates were established by classical geodetic methods
 RZ1741.and adjusted by the National Geodetic Survey in July 1992..
 RZ1741
 RZ1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1741.The vertical order pertains to the NGVD 29 superseded value.
 RZ1741
 RZ1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1741
 RZ1741.The geoid height was determined by GEOID03.
 RZ1741
 RZ1741;                    North         East     Units Scale Factor Converg.
 RZ1741;SPC ID W     -   574,961.550   771,958.245   MT  0.99994299   -0 16 05.4
 RZ1741;UTM  11      - 5,187,849.890   567,281.307   MT  0.99965564   +0 38 37.2
 RZ1741
 RZ1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1741!SPC ID W     -   0.99972431  x   0.99994299  =   0.99966731
 RZ1741!UTM  11      -   0.99972431  x   0.99965564  =   0.99938004
 RZ1741
 RZ1741|---------------------------------------------------------------------|
 RZ1741| PID    Reference Object                     Distance      Geod. Az  |
 RZ1741|                                                           dddmmss.s |
 RZ1741| CH7297 ELK RM 1                              4.430 METERS 03349     |
 RZ1741| RZ1740 ELK BUTTE LOOKOUT TOWER               7.043 METERS 04048     |
 RZ1741| CH7298 ELK RM 2                              7.098 METERS 11850     |
 RZ1741| CH7299 ELK RM 3                              2.813 METERS 12253     |
 RZ1741| CH7305 ELK SUB PT B                                       31016     |
 RZ1741|---------------------------------------------------------------------|
 RZ1741
 RZ1741                          SUPERSEDED SURVEY CONTROL
 RZ1741
 RZ1741  NAD 83(1986)-  46 50 26.84925(N)    116 07 03.47482(W) AD(       ) 1
 RZ1741  NAD 27      -  46 50 27.20800(N)    116 06 59.91900(W) AD(       ) 1
 RZ1741  NGVD 29 (07/19/86) 1774.95   (m)         5823.3    (f) LEVELING    3  
 RZ1741
 RZ1741.Superseded values are not recommended for survey control.
 RZ1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1741.See file dsdata.txt to determine how the superseded data were derived.
 RZ1741
 RZ1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM6728187850(NAD 83)
 RZ1741_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1741_SETTING: 80 = SET IN A BOULDER
 RZ1741_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RZ1741
 RZ1741  HISTORY     - Date     Condition        Report By
 RZ1741  HISTORY     - 1933     MONUMENTED       CGS
 RZ1741  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RZ1741  HISTORY     - 1969     POOR             USGS
 RZ1741
 RZ1741                          STATION DESCRIPTION
 RZ1741
 RZ1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ)
 RZ1741'ABOUT 4 MILES, AIRLINE, NORTHEAST OF THE TOWN OF ELK, ON WHAT
 RZ1741'IS LOCALLY KNOWN AS ELK BUTTE, THE HIGHEST HILL IN THE VICINITY.
 RZ1741'THE U.S. GEOLOGICAL SURVEY STATION WAS USED AND IT IS DIRECTLY
 RZ1741'UNDER THE C.T.P.A. LOOKOUT.  THE KEY TO A LOCKED CABLE ON THE
 RZ1741'ROUND MUST BE OBTAINED FROM THE FIRE PATROL STATION 0.9 MILE
 RZ1741'SOUTH OF THE TOWN OF ELK RIVER.
 RZ1741'
 RZ1741'TO REACH FROM ELK RIVER RAILROAD DEPOT, TAKE DIRT ROAD LEADING
 RZ1741'NORTH ALONG WEST SIDE OF RAILROAD TRACKS AND GO 0.9 MILE
 RZ1741'(CROSS RAILROAD TRACKS), TAKE LEFT FORK AND GO 0.2 MILE, TAKE
 RZ1741'LEFT FORK (MAIN TRAVELED ROAD) AND GO 0.7 MILE TO A CORNER
 RZ1741'AND SIGN POST, THEN TURN RIGHT (FOLLOW SIGN ELK BUTTE L.O.)
 RZ1741'AND GO 0.6 MILE TO THE CABLE ACROSS ROAD AND CONTINUE 4.1 MILES
 RZ1741'TO A CAMP SITE (THERE IS A TRIANGLE BLAZE CUT IN TREE HERE)
 RZ1741'AT LEFT OF ROAD.  FOLLOW TRAIL HERE TO TOP OF THE BUTTE.  IT
 RZ1741'IS ABOUT 1.0 MILE TO THE STATION BUT IT IS QUITE STEEP.
 RZ1741'
 RZ1741'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 RZ1741'IN BOULDERS AS DESCRIBED IN NOTES 4, AND 12C RESPECTIVELY.
 RZ1741'
 RZ1741'THE BEST ROCKS FOR MARKS MAY NOT HAVE BEEN USED AS THERE WAS
 RZ1741'6 FEET OF SNOW ON TOP WHEN THEY WERE PUT IN.
 RZ1741'
 RZ1741'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 RZ1741
 RZ1741                          STATION RECOVERY (1959)
 RZ1741
 RZ1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1741'STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE MARK
 RZ1741'2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED
 RZ1741'FOR BUT COULD NOT BE FOUND.  REFERENCE MARK 3 HAD EVIDENTLY
 RZ1741'BEEN ESTABLISHED IN 1935 BUT NO MENTION WAS MADE OF IT IN ANY
 RZ1741'RECORDS SENT TO THE FIELD.  FOLLOWING IS A NEW AND COMPLETE
 RZ1741'DESCRIPTION.
 RZ1741'
 RZ1741'STATION IS LOCATED NEAR THE HIGHEST POINT OF ELK BUTTE, IN
 RZ1741'THE CENTER OF AN OLD FOUNDATION FOR AN OLD LOOKOUT TOWER
 RZ1741'AND 23.11 FEET SOUTHWEST OF THE DETERMINED CENTER OF A NEW
 RZ1741'LOOKOUT TOWER, IN THE CENTRAL PART OF SECTION 5, T 40 N, R 3 E,
 RZ1741'ABOUT 3 MILES EAST AND 4 MILES NORTH OF ELK RIVER.
 RZ1741'
 RZ1741'REACHED FROM THE POST OFFICE IN ELK RIVER GO EAST FOR 0.05
 RZ1741'MILE TO T-INTERSECTION TURN LEFT, NORTHERLY, ALONG THE WEST
 RZ1741'SIDE OF RAILROAD TRACKS FOR 0.65 MILE TO RAILROAD CROSSING,
 RZ1741'CROSS TRACKS AND CONTINUE FOR 0.05 MILE TO FORKS, TAKE RIGHT
 RZ1741'FORK FOR 0.05 MILE TO FORKS, TAKE LEFT FORK FOR 0.15 MILE TO
 RZ1741'FORKS, TAKE LEFT FORK FOR 0.7 MILE TO FORKS, TAKE RIGHT
 RZ1741'FORK AND FOLLOW WINDING ROAD NORTHEASTERLY UP CANYON FOR
 RZ1741'3.1 MILES TO FORKS, TAKE LEFT FORK, NORTHEASTERLY, FOR 2.0
 RZ1741'MILES TO LOOKOUT TOWER AND STATION.
 RZ1741'
 RZ1741'STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK,
 RZ1741'STAMPED ELK USC AND GS IDAHO 1933, CEMENTED IN A DRILL HOLE
 RZ1741'IN A 1 X 1-1/2 FOOT BOULDER FLUSH WITH THE SURFACE OF THE
 RZ1741'GROUND.  IT IS 17 FEET WEST OF THE SOUTH LEG OF THE LOOKOUT
 RZ1741'TOWER, 65 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A
 RZ1741'SMALL LOG HOUSE AND 64 FEET NORTH-NORTHEAST OF A TRANSFORMER
 RZ1741'POWER LINE POLE.
 RZ1741'
 RZ1741'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELK (USGS) NO 2
 RZ1741'1933, CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER PROJECTING
 RZ1741'2 INCHES.  IT IS 79 FEET EAST OF THE SOUTHEAST CORNER OF THE
 RZ1741'HOUSE, 67 FEET NORTH-NORTHEAST OF THE TRANSFORMER POWER LINE
 RZ1741'POLE AND 16 FEET SOUTH-SOUTHEAST OF THE SOUTH LEG OF THE
 RZ1741'LOOKOUT TOWER.
 RZ1741'
 RZ1741'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ELK (USGS) NO 3
 RZ1741'1933 1935, CEMENTED IN A DRILL HOLE IN A 6-INCH X 1 FOOT
 RZ1741'BOULDER PROJECTING 3 INCHES.  IT IS 12.2 FEET SOUTHWEST OF THE
 RZ1741'SOUTH LEG OF THE LOOKOUT TOWER, 69 FEET EAST-SOUTHEAST OF THE
 RZ1741'SOUTHEAST CORNER OF THE HOUSE AND 62 FEET NORTHEAST OF THE
 RZ1741'TRANSFORMER POWER LINE POLE.
 RZ1741
 RZ1741                          STATION RECOVERY (1969)
 RZ1741
 RZ1741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RZ1741'THE ROCK THE STATION MARK IS SET IN IS LOOSE AND
 RZ1741'DOESNT APPEAR TO BE IN CENTER OF OLD FOUNDATION BLOCKS FOR THE OLD
 RZ1741'LOOKOUT TOWER.  REFERENCE MARK NO. 1 SEARCHED FOR BUT NOT FOUND.
 RZ1741'
 RZ1741'STATION MARK--A U.S. GEOLOGICAL SURVEY STATION MARK DISK STAMPED
 RZ1741'---ELK USC AND GS IDAHO 1933---, CEMENTED IN A DRILL HOLE IN A
 RZ1741'1 X 1-1/2 FT. BOULDER FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1156 ***********************************************************************
 PY1156  DESIGNATION -  ELK BUTTE
 PY1156  PID         -  PY1156
 PY1156  STATE/COUNTY-  ID/FREMONT
 PY1156  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY1156
 PY1156                         *CURRENT SURVEY CONTROL
 PY1156  ___________________________________________________________________
 PY1156* NAD 83(1992)-  44 14 11.34040(N)    111 21 48.23046(W)     ADJUSTED  
 PY1156* NAVD 88     -      1940.0    (meters)    6365.     (feet)  VERTCON   
 PY1156  ___________________________________________________________________
 PY1156  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 PY1156  GEOID HEIGHT-          -9.93  (meters)                     GEOID03
 PY1156
 PY1156  HORZ ORDER  -  SECOND
 PY1156
 PY1156.The horizontal coordinates were established by classical geodetic methods
 PY1156.and adjusted by the National Geodetic Survey in July 1992..
 PY1156
 PY1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1156
 PY1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1156
 PY1156.The geoid height was determined by GEOID03.
 PY1156
 PY1156;                    North         East     Units Scale Factor Converg.
 PY1156;SPC ID E     -   285,784.369   264,167.403   MT  0.99999799   +0 33 37.4
 PY1156;UTM  12      - 4,898,203.282   470,980.907   MT  0.99961036   -0 15 12.7
 PY1156
 PY1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1156!SPC ID E     -   0.99969746  x   0.99999799  =   0.99969545
 PY1156!UTM  12      -   0.99969746  x   0.99961036  =   0.99930794
 PY1156
 PY1156|---------------------------------------------------------------------|
 PY1156| PID    Reference Object                     Distance      Geod. Az  |
 PY1156|                                                           dddmmss.s |
 PY1156| CN3480 ELK BUTTE RM 2                       21.440 METERS 20817     |
 PY1156| CN3478 ELK BUTTE AZ MK                                    2223954.4 |
 PY1156| CN3479 ELK BUTTE RM 1                       16.290 METERS 31425     |
 PY1156|---------------------------------------------------------------------|
 PY1156
 PY1156                          SUPERSEDED SURVEY CONTROL
 PY1156
 PY1156  NAD 83(1986)-  44 14 11.34548(N)    111 21 48.20765(W) AD(       ) 2
 PY1156  NAD 27      -  44 14 11.65800(N)    111 21 45.40700(W) AD(       ) 2
 PY1156  NGVD 29 (07/19/86) 1938.8    (m)         6361.     (f) VERT ANG       
 PY1156
 PY1156.Superseded values are not recommended for survey control.
 PY1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1156.See file dsdata.txt to determine how the superseded data were derived.
 PY1156
 PY1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7098198203(NAD 83)
 PY1156_MARKER: DS = TRIANGULATION STATION DISK
 PY1156_SETTING: 66 = SET IN ROCK OUTCROP
 PY1156
 PY1156  HISTORY     - Date     Condition        Report By
 PY1156  HISTORY     - 1946     MONUMENTED       CGS
 PY1156  HISTORY     - 1964     GOOD             USGS
 PY1156
 PY1156                          STATION DESCRIPTION
 PY1156
 PY1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 PY1156'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF ASHTON, 9
 PY1156'MILES NORTH OF WARM RIVER, ON A LOW PROMINENT BUTTE IN A HEAVY
 PY1156'TIMBERED AREA.  IT IS A STANDARD DISK STAMPED ELK BUTTE 1946,
 PY1156'SET IN ROCK OUTCROP PROJECTING ABOUT 3 FEET.  THE MARK IS 25 FEET
 PY1156'EAST OF THE CENTER OF A LOOKOUT TOWER, 12 FEET SOUTH OF A LONE
 PY1156'PINE TREE, AND ON THE HIGHEST ROCK OUTCROP IN THE VICINITY.
 PY1156'
 PY1156'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED ELK BUTTE NO
 PY1156'1 1946, SET IN ROCK OUTCROP PROJECTING ABOUT 2 FEET.  IT IS
 PY1156'7 FEET EAST OF A TRACK ROAD, AND ABOUT 4 FEET LOWER THAN THE
 PY1156'STATION.
 PY1156'
 PY1156'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED ELK BUTTE NO
 PY1156'2 1946, SET IN ROCK OUTCROP PROJECTING ABOUT 6 INCHES.  IT IS
 PY1156'65 FEET SOUTH OF THE LOOKOUT TOWER, AND 3 FEET LOWER THAN THE
 PY1156'STATION.
 PY1156'
 PY1156'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELK BUTTE 1946,
 PY1156'SET IN ROCK OUTCROP PROJECTING ABOUT 6 INCHES.  IT IS 60 FEET
 PY1156'NORTH OF THE CENTER OF U.S. HIGHWAY 91, 50 FEET SOUTH OF THE
 PY1156'NORTH EDGE OF A SMALL CLEARING, IN THE ONLY CLEARING ALONG
 PY1156'U.S. HIGHWAY 91 THAT WILL SEE THE LOOKOUT.
 PY1156'
 PY1156'TO REACH THE MARK FROM THE STATION FOLLOW THE TRACK ROAD OUT
 PY1156'TO U.S. HIGHWAY 91.  TURN LEFT (EAST) ON HIGHWAY 191 FOR 0.4
 PY1156'MILE TO THE AZIMUTH MARK ON THE LEFT (NORTH) SIDE OF THE ROAD
 PY1156'AS DESCRIBED ABOVE.
 PY1156'
 PY1156'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ASHTON GO EAST
 PY1156'AND NORTH ON U.S. HIGHWAY 191 FOR 8.8 MILES TO WARM RIVER,
 PY1156'CONTINUE ON U.S. HIGHWAY 191 FOR 11.6 MILES TO A TRACK ROAD ON
 PY1156'THE RIGHT (NORTH) SIDE OF THE ROAD (A DIM SIGN ELK BUTTE).  TURN
 PY1156'RIGHT (NORTH) AND GO 1.4 MILES ON THE MAIN ROAD TO THE SUMMIT OF
 PY1156'THE BUTTE AND THE STATION AS DESCRIBED ABOVE.
 PY1156
 PY1156                          STATION RECOVERY (1964)
 PY1156
 PY1156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PY1156'U.S. HIGHWAY 191 IS NOW DESIGNATED AS STATE
 PY1156'HIGHWAY 47.
 PY1156'
 PY1156'THE LONE PINE TREE IS DESCRIBED AS BEING 12 FT. N. OF THE STATION
 PY1156'MARK HAS BEEN CUT DOWN, WITH JUST THE STUMP REMAINING.
 PY1156'
 PY1156'ALL THAT REMAINS OF THE LOOKOUT TOWER ARE THE WOOD POSTS AND THE
 PY1156'FLOOR OF THE CABIN, HOWEVER, THE REMAINING STRUCTURE IS STILL
 PY1156'STURDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1740 ***********************************************************************
 RZ1740  DESIGNATION -  ELK BUTTE LOOKOUT TOWER
 RZ1740  PID         -  RZ1740
 RZ1740  STATE/COUNTY-  ID/CLEARWATER
 RZ1740  USGS QUAD   -  ELK BUTTE (1994)
 RZ1740
 RZ1740                         *CURRENT SURVEY CONTROL
 RZ1740  ___________________________________________________________________
 RZ1740* NAD 83(1992)-  46 50 27.01783(N)    116 07 03.26129(W)     ADJUSTED  
 RZ1740* NAVD 88     -      1776.1    (meters)    5827.     (feet)  VERTCON   
 RZ1740  ___________________________________________________________________
 RZ1740  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 RZ1740  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 RZ1740
 RZ1740  HORZ ORDER  -  THIRD
 RZ1740
 RZ1740.The horizontal coordinates were established by classical geodetic methods
 RZ1740.and adjusted by the National Geodetic Survey in July 1992..
 RZ1740
 RZ1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1740
 RZ1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1740
 RZ1740.The geoid height was determined by GEOID03.
 RZ1740
 RZ1740;                    North         East     Units Scale Factor Converg.
 RZ1740;SPC ID W     -   574,966.858   771,962.872   MT  0.99994299   -0 16 05.3
 RZ1740;UTM  11      - 5,187,855.271   567,285.848   MT  0.99965564   +0 38 37.4
 RZ1740
 RZ1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1740!SPC ID W     -   0.99972430  x   0.99994299  =   0.99966730
 RZ1740!UTM  11      -   0.99972430  x   0.99965564  =   0.99938003
 RZ1740
 RZ1740:                Primary Azimuth Mark                     Grid Az
 RZ1740:SPC ID W     -  FREEZEOUT LOT                            021 27 26.3
 RZ1740:UTM  11      -  FREEZEOUT LOT                            020 32 43.6
 RZ1740
 RZ1740|---------------------------------------------------------------------|
 RZ1740| PID    Reference Object                     Distance      Geod. Az  |
 RZ1740|                                                           dddmmss.s |
 RZ1740| RZ1739 FREEZEOUT LOT                       APPROX.18.8 KM 0211121.0 |
 RZ1740| CH7294 ELK BUTTE LOOKOUT TOWER RM            7.080 METERS 22048     |
 RZ1740|---------------------------------------------------------------------|
 RZ1740
 RZ1740                          SUPERSEDED SURVEY CONTROL
 RZ1740
 RZ1740  NAD 83(1986)-  46 50 27.02190(N)    116 07 03.25764(W) AD(       ) 3
 RZ1740  NAD 27      -  46 50 27.38000(N)    116 06 59.70200(W) AD(       ) 3
 RZ1740  NGVD 29 (07/19/86) 1775.0    (m)         5823.     (f) VERT ANG       
 RZ1740
 RZ1740.Superseded values are not recommended for survey control.
 RZ1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1740.See file dsdata.txt to determine how the superseded data were derived.
 RZ1740
 RZ1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM6728687855(NAD 83)
 RZ1740_MARKER: 57 = LOOKOUT TOWER
 RZ1740
 RZ1740  HISTORY     - Date     Condition        Report By
 RZ1740  HISTORY     - 1959     FIRST OBSERVED   CGS
 RZ1740  HISTORY     - 1969     GOOD             USGS
 RZ1740
 RZ1740                          STATION DESCRIPTION
 RZ1740
 RZ1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1740'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RZ1740'THE TOWER PROPER IS A METAL CABIN SUPPORTED BY FOUR ANGLE
 RZ1740'STEEL LEGS, PAINTED GREEN, WITH AN OVERALL HEIGHT OF 82
 RZ1740'FEET.  IT IS LOCATED ON THE HIGHEST POINT OF ELK BUTTE ABOUT
 RZ1740'3 MILES EAST AND 4 MILES NORTH OF ELK RIVER, IN THE CENTRAL
 RZ1740'PART OF SECTION 5, T 40 N, R 3 E.  A TRAVERSE CONNECTION
 RZ1740'WAS MADE TO THE DETERMINED CENTER OF THE BASE OF THE TOWER
 RZ1740'FROM TRIANGULATION STATION ELK (USGS) 1933, THE DISTANCE
 RZ1740'BEING 23.11 FEET OR 7.044 METERS NORTHEAST.
 RZ1740
 RZ1740                          STATION RECOVERY (1969)
 RZ1740
 RZ1740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RZ1740'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1575 ***********************************************************************
 SV1575  DESIGNATION -  ELK MOUNTAIN LOOKOUT TOWER
 SV1575  PID         -  SV1575
 SV1575  STATE/COUNTY-  ID/KOOTENAI
 SV1575  USGS QUAD   -  LANE (1981)
 SV1575
 SV1575                         *CURRENT SURVEY CONTROL
 SV1575  ___________________________________________________________________
 SV1575* NAD 83(1992)-  47 35 50.58970(N)    116 36 28.00141(W)     ADJUSTED  
 SV1575* NAVD 88     -                                                        
 SV1575  ___________________________________________________________________
 SV1575  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 SV1575  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 SV1575
 SV1575  HORZ ORDER  -  THIRD
 SV1575
 SV1575.The horizontal coordinates were established by classical geodetic methods
 SV1575.and adjusted by the National Geodetic Survey in July 1992..
 SV1575
 SV1575
 SV1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1575
 SV1575.The geoid height was determined by GEOID03.
 SV1575
 SV1575;                    North         East     Units Scale Factor Converg.
 SV1575;SPC ID W     -   659,361.487   735,496.054   MT  0.99998445   -0 38 00.3
 SV1575;UTM  11      - 5,271,627.453   529,484.883   MT  0.99961068   +0 17 22.7
 SV1575
 SV1575                          SUPERSEDED SURVEY CONTROL
 SV1575
 SV1575  NAD 83(1986)-  47 35 50.59447(N)    116 36 27.98914(W) AD(       ) 4
 SV1575  NAD 27      -  47 35 50.93200(N)    116 36 24.30100(W) AD(       ) 3
 SV1575
 SV1575.Superseded values are not recommended for survey control.
 SV1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1575.See file dsdata.txt to determine how the superseded data were derived.
 SV1575
 SV1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2948571627(NAD 83)
 SV1575
 SV1575  HISTORY     - Date     Condition        Report By
 SV1575  HISTORY     - 1940     MONUMENTED       CGS
 SV1575
 SV1575                          STATION DESCRIPTION
 SV1575
 SV1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1575'ELK MOUNTAIN FOREST SERVICE LOOKOUT TOWER IS IN THE COEUR D ALENE
 SV1575'NATIONAL FOREST, 9 MILES SE OF COEUR D ALENE, 4-1/2 MILES
 SV1575'ENE OF MOUNT COEUR D ALENE, AND 3 MILES SE OF WOLF LODGE BAY.
 SV1575'THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0993 ***********************************************************************
 OY0993  DESIGNATION -  ELK MT
 OY0993  PID         -  OY0993
 OY0993  STATE/COUNTY-  ID/BLAINE
 OY0993  USGS QUAD   -  MULDOON (1991)
 OY0993
 OY0993                         *CURRENT SURVEY CONTROL
 OY0993  ___________________________________________________________________
 OY0993* NAD 83(1992)-  43 33 13.88101(N)    113 59 36.57821(W)     ADJUSTED  
 OY0993* NAVD 88     -      2468.0    (meters)    8097.     (feet)  VERTCON   
 OY0993  ___________________________________________________________________
 OY0993  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 OY0993  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 OY0993
 OY0993  HORZ ORDER  -  SECOND
 OY0993
 OY0993.The horizontal coordinates were established by classical geodetic methods
 OY0993.and adjusted by the National Geodetic Survey in July 1992..
 OY0993
 OY0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0993
 OY0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0993
 OY0993.The geoid height was determined by GEOID03.
 OY0993
 OY0993;                    North         East     Units Scale Factor Converg.
 OY0993;SPC ID C     -   209,627.691   500,525.692   MT  0.99994737   +0 00 16.1
 OY0993;UTM  12      - 4,826,676.884   258,202.496   MT  1.00031922   -2 03 49.0
 OY0993;UTM  11      - 4,826,714.840   742,848.598   MT  1.00032549   +2 04 21.4
 OY0993
 OY0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0993!SPC ID C     -   0.99961509  x   0.99994737  =   0.99956248
 OY0993!UTM  12      -   0.99961509  x   1.00031922  =   0.99993418
 OY0993!UTM  11      -   0.99961509  x   1.00032549  =   0.99994045
 OY0993
 OY0993|---------------------------------------------------------------------|
 OY0993| PID    Reference Object                     Distance      Geod. Az  |
 OY0993|                                                           dddmmss.s |
 OY0993| CN3482 ELK MT RM 2                          13.314 METERS 00833     |
 OY0993| CN3481 ELK MT RM 1                          18.155 METERS 19054     |
 OY0993| OZ0928 BELL 2                              APPROX.16.6 KM 2144955.7 |
 OY0993|---------------------------------------------------------------------|
 OY0993
 OY0993                          SUPERSEDED SURVEY CONTROL
 OY0993
 OY0993  NAD 83(1986)-  43 33 13.87825(N)    113 59 36.57209(W) AD(       ) 2
 OY0993  NAD 27      -  43 33 14.22241(N)    113 59 33.45602(W) AD(       ) 2
 OY0993  NGVD 29 (07/19/86) 2466.8    (m)         8093.     (f) VERT ANG       
 OY0993
 OY0993.Superseded values are not recommended for survey control.
 OY0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0993.See file dsdata.txt to determine how the superseded data were derived.
 OY0993
 OY0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP5820226677(NAD 83)
 OY0993_MARKER: DD = SURVEY DISK
 OY0993_SETTING: 66 = SET IN ROCK OUTCROP
 OY0993
 OY0993  HISTORY     - Date     Condition        Report By
 OY0993  HISTORY     - 1959     MONUMENTED       USGS
 OY0993  HISTORY     - 1967     GOOD             USGS
 OY0993  HISTORY     - 1970     GOOD             USGS
 OY0993
 OY0993                          STATION DESCRIPTION
 OY0993
 OY0993'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OY0993'LOCATED ABOUT 35 MI SW. OF ARCO, ABOUT 17 MI NNW. OF CAREY, ABOUT
 OY0993'3 MI NW. OF OLD TOWN OF MULDOON.  ON SOUTH END OF PROMINENT TOP
 OY0993'KNOWN LOCALLY AS ELK MOUNTAIN.
 OY0993'
 OY0993'TO REACH FROM CAREY POST OFFICE, GO 0.4 MI N. ON U.S. HWY. 20.
 OY0993'TURN LEFT AS PER SIGN WOOD RIVER DAM FOLLOWING MAIN-TRAVELED
 OY0993'RD. 4 MI TO Y-RD. FORK IN BEND OF RD.  TAKE RIGHT FORK FOLLOWING
 OY0993'MAIN-TRAVELED RD. 4.5 MI TO Y-RD. FORK.  TAKE RIGHT FORK FOLLOWING
 OY0993'MAIN-TRAVELED RD. 4.3 MI TO Y-RD. FORK.  TAKE RIGHT FORK FOLLOWING
 OY0993'MAIN-TRAVELED RD. 1.8 MI TO Y-RD. FORK.  TAKE LEFT FORK FOLLOWING
 OY0993'MAIN-TRAVELED RD. 2.2 MI TO SHARP BEND IN RD. NEAR RANCH.  TURN
 OY0993'RIGHT FOLLOWING MAIN-TRAVELED RD. 1.2 MI TO DIM RD. JUST BEFORE
 OY0993'MAIN RD. BENDS.  TURN LEFT PASSING THROUGH GATE AND OVER DITCH.
 OY0993'TURN HARD LEFT FOLLOWING OLD RD. 0.8 MI TO Y-RD. FORK.  TAKE RIGHT
 OY0993'FORK FOLLOWING OLD RD. 0.6 MI TO Y-RD. FORKS, GO STRAIGHT
 OY0993'FOLLOWING OLD RD. 2.4 MI TO DRAIN FORKS.  LEAVE RD. AND TAKE LEFT
 OY0993'DRAIN 0.1 MI TO END OF TRUCK TRAVEL.  PACK NW. UP DRAIN TO HEAD
 OY0993'THENCE S. ALONG RIDGE TO SOUTH END OF ELK MT. AND STATION.
 OY0993'
 OY0993'STATION MARK--STANDARD TABLET STAMPED---ELK MT 1959---, CEMENTED IN
 OY0993'ROCK OUTCROP.
 OY0993'
 OY0993'RM 1--STANDARD RM TABLET STAMPED---NO 1 1959---, CEMENTED IN DRILL
 OY0993'HOLE IN BOULDER, 10.6 FT LOWER THAN STATION MARK.
 OY0993'
 OY0993'RM 2--DRILL HOLE IN ROCK.
 OY0993
 OY0993                          STATION RECOVERY (1967)
 OY0993
 OY0993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OY0993'RM 1 TO RM 2 NOT MEASURED.
 OY0993'
 OY0993'INSTRUMENT STAND 4.7 FT ABOVE STATION MARK.
 OY0993'
 OY0993'LOCATED ABOUT 35 MI (AIRLINE) SW. OF ARCO.  ABOUT 17 MI NNW. OF
 OY0993'CAREY.  ABOUT 3 MI NW. OF THE OLD TOWN OF MULDOON.  ON THE SOUTH
 OY0993'END OF THE PROMINENT TOP KNOWN LOCALLY AS ELK MOUNTAIN.
 OY0993'
 OY0993'REACHED BY HELICOPTER.
 OY0993'
 OY0993'TO REACH FROM THE CAREY POST OFFICE, GO N. ON U.S. HIGHWAY 20 FOR
 OY0993'0.4 MI.  TURN LEFT AS PER SIGN WOOD RIVER DAM AND FOLLOW
 OY0993'MAIN-TRAVELED RD. 4 MI TO A Y-RD. FK. IN BEND OF RD.  TAKE RIGHT
 OY0993'FORK AND FOLLOW MAIN-TRAVELED RD. 4.5 MI TO A Y-RD. FK.  TAKE RIGHT
 OY0993'FORK AND FOLLOW MAIN-TRAVELED RD. 4.3 MI TO A Y-RD. FK.  TAKE
 OY0993'RIGHT FORK AND FOLLOW MAIN-TRAVELED RD. 1.8 MI TO A Y-RD. FK.
 OY0993'TAKE LEFT FORK AND FOLLOW MAIN-TRAVELED RD. 2.2 MI TO A SHARP
 OY0993'BEND IN THE RD.  NEAR A RANCH.  TURN RIGHT AND FOLLOW MAIN-TRAVELED
 OY0993'RD. 1.2 MI TO A DIM RD., JUST BEFORE MAIN RD. BENDS.  TURN LEFT,
 OY0993'PASS THROUGH GATE AND OVER DITCH AND TURN HARD LEFT AND FOLLOW
 OY0993'OLD RD. 0.8 MI TO A Y-RD. FK.  TAKE RIGHT FORK AND FOLLOW OLD
 OY0993'RD. 0.6 MI TO Y-RD.  FKS.  GO STRAIGHT FOLLOWING OLD RD. 2.4
 OY0993'MI TO A DRAIN FORKS.  LEAVE RD. AND TAKE LEFT DRAIN FOR 0.1
 OY0993'MI AND END OF TRUCK TRAVEL.  PACK NW. UP DRAIN TO THE HEAD,
 OY0993'THENCE S. ALONG RIDGE TO SOUTH END OF ELK MT. AND STATION.
 OY0993'
 OY0993'STATION MARK--A STANDARD USGS TABLET STAMPED ELK MT 1959 CEMENTED
 OY0993'IN ROCK OUTCROP.
 OY0993'
 OY0993'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 OY0993'NO 1 1959 CEMENTED IN DRILL HOLE IN BOULDER 10.6 FT BELOW STATION
 OY0993'MARK.
 OY0993'
 OY0993'REFERENCE MARK NO. 2--A STANDARD USGS STATION MARK TABLET STAMPED
 OY0993'REFERENCE MARK NO 2 1967 FASTENED TO COPPERWELD ROD DRIVEN INTO
 OY0993'GROUND.
 OY0993
 OY0993                          STATION RECOVERY (1970)
 OY0993
 OY0993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OY0993'RM 1 TO RM 2 NOT MEASURED.
 OY0993'
 OY0993'LOCATED ABOUT 35 MI (AIRLINE) SW. OF ARCO.  ABOUT 17 MI
 OY0993'NNW. OF CAREY.  ABOUT 3 MI NW. OF THE OLD TOWN OF MULDOON.  ON
 OY0993'THE SOUTH END OF THE PROMINENT TOP KNOWN LOCALLY AS ELK
 OY0993'MOUNTAIN.
 OY0993'
 OY0993'REACHED BY HELICOPTER.
 OY0993'
 OY0993'TO REACH FROM THE CAREY POST OFFICE, GO N. ON U.S. HIGHWAY 20
 OY0993'FOR 0.4 MI.  TURN LEFT AS PER SIGN WOOD RIVER DAM AND FOLLOW
 OY0993'MAIN-TRAVELED RD. 4 MI TO A Y-RD. FK. IN BEND OF RD.  TAKE
 OY0993'RIGHT FORK AND FOLLOW MAIN-TRAVELED RD. 4.5 MI TO A
 OY0993'Y-RD. FK.  TAKE RIGHT FORK AND FOLLOW MAIN-TRAVELED RD. 4.3 MI
 OY0993'TO A Y-RD. FK.  TAKE RIGHT FORK AND FOLLOW MAIN-TRAVELED
 OY0993'RD. 1.8 MI TO A Y-RD. FK.  TAKE LEFT FORK AND FOLLOW
 OY0993'MAIN-TRAVELED RD. 2.2 MI TO A SHARP BEND IN THE RD. NEAR A
 OY0993'RANCH.  TURN RIGHT AND FOLLOW MAIN-TRAVELED RD. 1.2 MI TO A
 OY0993'DIM RD., JUST BEFORE MAIN RD. BENDS.  TURN LEFT, PASS
 OY0993'THROUGH GATE AND OVER DITCH AND TURN HARD LEFT AND FOLLOW
 OY0993'OLD RD. 0.8 MI TO A Y-RD. FK.  TAKE RIGHT FORK AND FOLLOW
 OY0993'OLD RD. 0.6 MI TO Y-RD. FKS.  GO STRAIGHT FOLLOWING OLD RD.
 OY0993'2.4 MI TO A DRAIN FORKS.  LEAVE RD. AND TAKE LEFT DRAIN FOR
 OY0993'0.1 MI AND END OF TRUCK TRAVEL.  PACK NW. UP DRAIN TO THE
 OY0993'HEAD, THENCE S. ALONG RIDGE TO SOUTH END OF ELK MT. AND
 OY0993'STATION.
 OY0993'
 OY0993'STATION MARK--A STANDARD USGS TABLET STAMPED ELK MT 1959
 OY0993'CEMENTED IN ROCK OUTCROP.
 OY0993'
 OY0993'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 OY0993'STAMPED NO 1 1959 CEMENTED IN DRILL HOLE IN BOULDER 10.6 FT
 OY0993'BELOW STATION MARK.
 OY0993'
 OY0993'REFERENCE MARK NO. 2--A STANDARD USGS STATION MARK TABLET
 OY0993'STAMPED REFERENCE MARK NO 2 1967 FASTENED TO COPPERWELD ROD
 OY0993'DRIVEN INTO GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0964 ***********************************************************************
 TO0964  DESIGNATION -  ELK RIDGE LOT
 TO0964  PID         -  TO0964
 TO0964  STATE/COUNTY-  ID/BONNER
 TO0964  USGS QUAD   -  CABINET (1989)
 TO0964
 TO0964                         *CURRENT SURVEY CONTROL
 TO0964  ___________________________________________________________________
 TO0964* NAD 83(1992)-  48 02 15.93004(N)    116 03 00.46598(W)     ADJUSTED  
 TO0964* NAVD 88     -      1532.2    (meters)    5027.     (feet)  VERTCON   
 TO0964  ___________________________________________________________________
 TO0964  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 TO0964  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 TO0964
 TO0964  HORZ ORDER  -  THIRD
 TO0964
 TO0964.The horizontal coordinates were established by classical geodetic methods
 TO0964.and adjusted by the National Geodetic Survey in July 1992..
 TO0964
 TO0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0964
 TO0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0964
 TO0964.The geoid height was determined by GEOID03.
 TO0964
 TO0964;                    North         East     Units Scale Factor Converg.
 TO0964;SPC ID W     -   708,008.826   777,620.585   MT  0.99993949   -0 13 23.4
 TO0964;UTM  11      - 5,320,933.356   570,804.014   MT  0.99966160   +0 42 22.8
 TO0964
 TO0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0964!SPC ID W     -   0.99976250  x   0.99993949  =   0.99970201
 TO0964!UTM  11      -   0.99976250  x   0.99966160  =   0.99942418
 TO0964
 TO0964:                Primary Azimuth Mark                     Grid Az
 TO0964:SPC ID W     -  44 WS                                    047 16 43.5
 TO0964:UTM  11      -  44 WS                                    046 20 57.3
 TO0964
 TO0964|---------------------------------------------------------------------|
 TO0964| PID    Reference Object                     Distance      Geod. Az  |
 TO0964|                                                           dddmmss.s |
 TO0964| TO0963 44 WS                               APPROX. 4.5 KM 0470320.1 |
 TO0964|---------------------------------------------------------------------|
 TO0964
 TO0964                          SUPERSEDED SURVEY CONTROL
 TO0964
 TO0964  NAD 83(1986)-  48 02 15.93721(N)    116 03 00.45662(W) AD(       ) 3
 TO0964  NAD 27      -  48 02 16.23775(N)    116 02 56.85317(W) AD(       ) 3
 TO0964  NGVD 29 (07/19/86) 1531.0    (m)         5023.     (f) VERT ANG       
 TO0964
 TO0964.Superseded values are not recommended for survey control.
 TO0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0964.See file dsdata.txt to determine how the superseded data were derived.
 TO0964
 TO0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP7080420933(NAD 83)
 TO0964_MARKER: N = NAIL
 TO0964_SETTING: 0 = UNSPECIFIED SETTING
 TO0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0964
 TO0964  HISTORY     - Date     Condition        Report By
 TO0964  HISTORY     - 1946     MONUMENTED       USGS
 TO0964
 TO0964                          STATION DESCRIPTION
 TO0964
 TO0964'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 TO0964'LOCATED ABOUT 3.0 MI. S. OF CABINET, IDAHO, ON ELK RIDGE.
 TO0964'
 TO0964'TO REACH FROM CABINET, DRIVE W. ABOUT 3.0 MI. TO TWIN CREEK RD., TURN
 TO0964'LEFT AND FOLLOW TWIN CREEK RD. TO TOP OF RIDGE, TURN LEFT ALONG RIDGE
 TO0964'FOR 4.0 MI., TAKE LEFT FORK AND DRIVE ALONG SPUR RIDGE 4.0 MI. TO USFS
 TO0964'LOOKOUT TOWER AND STATION.
 TO0964'
 TO0964'STATION MARK--COPPER NAIL AND WASHER IN WOODEN STAKE CENTERED UNDER
 TO0964'LO TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1474 ***********************************************************************
 RZ1474  DESIGNATION -  ELK RIVER
 RZ1474  PID         -  RZ1474
 RZ1474  STATE/COUNTY-  ID/CLEARWATER
 RZ1474  USGS QUAD   -  ELK RIVER (1994)
 RZ1474
 RZ1474                         *CURRENT SURVEY CONTROL
 RZ1474  ___________________________________________________________________
 RZ1474* NAD 83(1992)-  46 46 37.61686(N)    116 11 12.51085(W)     ADJUSTED  
 RZ1474* NAVD 88     -       961.117  (meters)    3153.26   (feet)  ADJUSTED  
 RZ1474  ___________________________________________________________________
 RZ1474  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 RZ1474  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 RZ1474  DYNAMIC HT  -         961.023 (meters)    3152.96  (feet)  COMP
 RZ1474  MODELED GRAV-     980,483.1   (mgal)                       NAVD 88
 RZ1474
 RZ1474  HORZ ORDER  -  THIRD
 RZ1474  VERT ORDER  -  SECOND    CLASS 0
 RZ1474
 RZ1474.The horizontal coordinates were established by classical geodetic methods
 RZ1474.and adjusted by the National Geodetic Survey in July 1992..
 RZ1474
 RZ1474.The orthometric height was determined by differential leveling
 RZ1474.and adjusted by the National Geodetic Survey in June 1991..
 RZ1474
 RZ1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1474
 RZ1474.The geoid height was determined by GEOID03.
 RZ1474
 RZ1474.The dynamic height is computed by dividing the NAVD 88
 RZ1474.geopotential number by the normal gravity value computed on the
 RZ1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1474.degrees latitude (g = 980.6199 gals.).
 RZ1474
 RZ1474.The modeled gravity was interpolated from observed gravity values.
 RZ1474
 RZ1474;                    North         East     Units Scale Factor Converg.
 RZ1474;SPC ID W     -   567,910.540   766,642.430   MT  0.99994701   -0 19 05.9
 RZ1474;UTM  11      - 5,180,717.315   562,079.844   MT  0.99964737   +0 35 33.3
 RZ1474
 RZ1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1474!SPC ID W     -   0.99985203  x   0.99994701  =   0.99979905
 RZ1474!UTM  11      -   0.99985203  x   0.99964737  =   0.99949946
 RZ1474
 RZ1474|---------------------------------------------------------------------|
 RZ1474| PID    Reference Object                     Distance      Geod. Az  |
 RZ1474|                                                           dddmmss.s |
 RZ1474| RZ1472 ELK RIVER RM 1                        5.421 METERS 13255     |
 RZ1474| RZ1747 JERICHO LOOKOUT TOWER               APPROX. 7.9 KM 1385846.9 |
 RZ1474| RZ1471 ELK RIVER RM 2                        5.315 METERS 19956     |
 RZ1474|---------------------------------------------------------------------|
 RZ1474
 RZ1474                          SUPERSEDED SURVEY CONTROL
 RZ1474
 RZ1474  NAD 83(1986)-  46 46 37.62133(N)    116 11 12.50706(W) AD(       ) 3
 RZ1474  NAD 27      -  46 46 37.98240(N)    116 11 08.95340(W) AD(       ) 3
 RZ1474  NGVD 29 (??/??/92)  960.00   (m)         3149.6    (f) COMPUTED    2 0
 RZ1474
 RZ1474.Superseded values are not recommended for survey control.
 RZ1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1474.See file dsdata.txt to determine how the superseded data were derived.
 RZ1474
 RZ1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM6208080717(NAD 83)
 RZ1474_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1474
 RZ1474  HISTORY     - Date     Condition        Report By
 RZ1474  HISTORY     - 1959     MONUMENTED       CGS
 RZ1474
 RZ1474                          STATION DESCRIPTION
 RZ1474
 RZ1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1474'THE STATION IS ON A LOW, ROLLING, WOODED HILL ABOUT 1/2 MILE
 RZ1474'SOUTH OF ELK RIVER, AND ABOUT 400 FEET WEST OF A SMALL CEMETERY.
 RZ1474'THERE ARE SEVERAL TELEVISION ANTENNAE ON THE NORTH SLOPE
 RZ1474'OF THE HILL.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 27, T 40
 RZ1474'N, R 2 E.
 RZ1474'
 RZ1474'TO REACH THE STATION FROM THE POST OFFICE IN ELK RIVER, GO
 RZ1474'SOUTHWEST ON MAIN STREET FOR 0.2 MILE TO THIRD STREET, TURN
 RZ1474'LEFT ON THIRD STREET AND GO 0.1 MILE (2 BLOCKS) TO A CROSSROADS,
 RZ1474'TURN RIGHT AND GO 0.05 MILE TO A SIDE ROAD RIGHT, TUR N RIGHT
 RZ1474'AND GO 0.1 MILE TO A REVERSE Y-JUNCTION ON THE RIGHT, CONTINUE
 RZ1474'AHEAD FOR 0.3 MILE TO A FORK, TAKE THE RIGHT ROAD AND GO 0.1
 RZ1474'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.1 MILE (UP STEEP
 RZ1474'GRADE) TO THE TOP OF HILL AND THE STATION.
 RZ1474'
 RZ1474'THE STATION MARKS ARE STANDARD DISKS, STAMPED ELK RIVER 1959.
 RZ1474'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE,
 RZ1474'CONCRETE POST PROJECTING 6 INCHES.  IT IS 105 FEET SOUTH
 RZ1474'OF A TELEVISION ANTENNA, 10 FEET NORTHEAST OF AN 8-INCH PINE
 RZ1474'TREE WITH TRIANGLE BLAZE ON THE NORTHEAST SIDE AND 4.5 FEET
 RZ1474'EAST OF A WHITE WITNESS POST.  THE UNDERGROUND DISK IS SET
 RZ1474'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 RZ1474'SURFACE.
 RZ1474'
 RZ1474'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELK RIVER NO 1
 RZ1474'1959, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 RZ1474'PROJECTING 6 INCHES.  IT IS 24 FEET EAST OF THE 8-INCH PINE
 RZ1474'TREE AND 22 FEET EAST-SOUTHEAST OF THE WITNESS POST.
 RZ1474'
 RZ1474'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELK RIVER NO 2
 RZ1474'1959, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 RZ1474'PROJECTING 6 INCHES.  IT IS 17 FEET SOUTH-SOUTHEAST OF THE
 RZ1474'WITNESS POST AND 12 FEET SOUTHEAST OF THE 8-INCH PINE TREE.
 RZ1474'
 RZ1474'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 RZ1474'
 RZ1474'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 19.46 FEET AND/OR 5.933
 RZ1474'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0728 ***********************************************************************
 QZ0728  DESIGNATION -  ELK SUMMIT
 QZ0728  PID         -  QZ0728
 QZ0728  STATE/COUNTY-  ID/IDAHO
 QZ0728  USGS QUAD   -  IRON MOUNTAIN (1995)
 QZ0728
 QZ0728                         *CURRENT SURVEY CONTROL
 QZ0728  ___________________________________________________________________
 QZ0728* NAD 83(1992)-  45 52 47.29202(N)    115 32 24.73248(W)     ADJUSTED  
 QZ0728* NAVD 88     -      1946.3    (meters)    6385.     (feet)  VERTCON   
 QZ0728  ___________________________________________________________________
 QZ0728  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 QZ0728  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 QZ0728
 QZ0728  HORZ ORDER  -  THIRD
 QZ0728
 QZ0728.The horizontal coordinates were established by classical geodetic methods
 QZ0728.and adjusted by the National Geodetic Survey in July 1992..
 QZ0728
 QZ0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0728
 QZ0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0728
 QZ0728.The geoid height was determined by GEOID03.
 QZ0728
 QZ0728;                    North         East     Units Scale Factor Converg.
 QZ0728;SPC ID W     -   468,102.717   816,285.599   MT  0.99993659   +0 09 02.2
 QZ0728;UTM  11      - 5,081,729.032   613,279.572   MT  0.99975776   +1 02 53.1
 QZ0728
 QZ0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0728!SPC ID W     -   0.99969738  x   0.99993659  =   0.99963399
 QZ0728!UTM  11      -   0.99969738  x   0.99975776  =   0.99945521
 QZ0728
 QZ0728|---------------------------------------------------------------------|
 QZ0728| PID    Reference Object                     Distance      Geod. Az  |
 QZ0728|                                                           dddmmss.s |
 QZ0728| CH7295 ELK SUMMIT RM 1                       4.529 METERS 22452     |
 QZ0728| QZ0730 PILOT KNOB 2                        APPROX.13.4 KM 2822327.1 |
 QZ0728| CH7296 ELK SUMMIT RM 2                       4.484 METERS 31339     |
 QZ0728|---------------------------------------------------------------------|
 QZ0728
 QZ0728                          SUPERSEDED SURVEY CONTROL
 QZ0728
 QZ0728  NAD 83(1986)-  45 52 47.29517(N)    115 32 24.72974(W) AD(       ) 3
 QZ0728  NAD 27      -  45 52 47.62888(N)    115 32 21.24989(W) AD(       ) 3
 QZ0728  NGVD 29 (07/19/86) 1945.2    (m)         6382.     (f) VERT ANG       
 QZ0728
 QZ0728.Superseded values are not recommended for survey control.
 QZ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0728.See file dsdata.txt to determine how the superseded data were derived.
 QZ0728
 QZ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL1328081729(NAD 83)
 QZ0728_MARKER: DD = SURVEY DISK
 QZ0728_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0728_SP_SET: PARTIALLY EXPOSED BEDROCK
 QZ0728
 QZ0728  HISTORY     - Date     Condition        Report By
 QZ0728  HISTORY     - 1965     MONUMENTED       USGS
 QZ0728  HISTORY     - 1974     GOOD             USGS
 QZ0728
 QZ0728                          STATION DESCRIPTION
 QZ0728
 QZ0728'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 QZ0728'LOCATED ABOUT 6 MI NW. OF ELK CITY.  ON PROMINENT TOP KNOWN
 QZ0728'LOCALLY AS ELK SUMMIT.  USFS LOT VISIBLE FROM ELK CITY.
 QZ0728'
 QZ0728'TO REACH FROM ELK CITY POST OFFICE, DRIVE 0.2 MI SW. ON STATE
 QZ0728'HWY. 14 TO RD. FORK.  TAKE RIGHT FORK 8.2 MI TO LO AND STATION.
 QZ0728'
 QZ0728'STATION MARK--STANDARD TABLET STAMPED---ELK SUMMIT 1965---,
 QZ0728'CEMENTED IN BEDROCK UNDER TOWER.
 QZ0728'
 QZ0728'RM 1--STANDARD RM TABLET STAMPED---RM NO 1---, SET IN CONCRETE
 QZ0728'PIER.
 QZ0728'
 QZ0728'RM 2--STANDARD RM TABLET STAMPED---RM NO 2---, SET IN CONCRETE
 QZ0728'PIER.
 QZ0728
 QZ0728                          STATION RECOVERY (1974)
 QZ0728
 QZ0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0728'RECOVERED AS DESCRIBED BY USGS.  ALL MARKS IN GOOD CONDITION.
 QZ0728'
 QZ0728'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5203 ***********************************************************************
 AC5203  CBN         -  This is a Cooperative Base Network Control Station.
 AC5203  DESIGNATION -  ELKC GPS
 AC5203  PID         -  AC5203
 AC5203  STATE/COUNTY-  ID/IDAHO
 AC5203  USGS QUAD   -  ELK CITY (1995)
 AC5203
 AC5203                         *CURRENT SURVEY CONTROL
 AC5203  ___________________________________________________________________
 AC5203* NAD 83(1999)-  45 49 26.65430(N)    115 26 22.56074(W)     ADJUSTED  
 AC5203* NAVD 88     -      1239.9    (meters)    4068.     (feet)  GPS OBS   
 AC5203  ___________________________________________________________________
 AC5203  X           -  -1,912,921.915 (meters)                     COMP
 AC5203  Y           -  -4,021,428.613 (meters)                     COMP
 AC5203  Z           -   4,552,520.522 (meters)                     COMP
 AC5203  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 AC5203  ELLIP HEIGHT-        1224.53  (meters)          (04/16/01) GPS OBS
 AC5203  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 AC5203
 AC5203  HORZ ORDER  -  B
 AC5203  ELLP ORDER  -  FOURTH    CLASS II
 AC5203
 AC5203.The horizontal coordinates were established by GPS observations
 AC5203.and adjusted by the National Geodetic Survey in April 2001..
 AC5203.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5203.DATUM ITEM on the data sheet items page.
 AC5203
 AC5203.The orthometric height was determined by GPS observations and a
 AC5203.high-resolution geoid model.
 AC5203
 AC5203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5203
 AC5203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5203
 AC5203.The ellipsoidal height was determined by GPS observations
 AC5203.and is referenced to NAD 83.
 AC5203
 AC5203.The geoid height was determined by GEOID03.
 AC5203
 AC5203;                    North         East     Units Scale Factor Converg.
 AC5203;SPC ID W     -   461,933.981   824,119.072   MT  0.99994048   +0 13 21.4
 AC5203;UTM  11      - 5,075,684.716   621,207.320   MT  0.99978061   +1 07 09.3
 AC5203
 AC5203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5203!SPC ID W     -   0.99980807  x   0.99994048  =   0.99974856
 AC5203!UTM  11      -   0.99980807  x   0.99978061  =   0.99958872
 AC5203
 AC5203                          SUPERSEDED SURVEY CONTROL
 AC5203
 AC5203  NAD 83(1992)-  45 49 26.65294(N)    115 26 22.56078(W) AD(       ) B
 AC5203  ELLIP H (01/22/97) 1224.60   (m)                       GP(       ) 4 1
 AC5203
 AC5203.Superseded values are not recommended for survey control.
 AC5203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5203.See file dsdata.txt to determine how the superseded data were derived.
 AC5203
 AC5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL2120775685(NAD 83)
 AC5203_MARKER: I = METAL ROD
 AC5203_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5203_STAMPING: ELKC GPS 1995
 AC5203_MARK LOGO: NGS   
 AC5203_PROJECTION: FLUSH
 AC5203_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5203+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2004
 AC5203_ROD/PIPE-DEPTH: 7.3  meters
 AC5203_SLEEVE-DEPTH  : 0.9 meters
 AC5203
 AC5203  HISTORY     - Date     Condition        Report By
 AC5203  HISTORY     - 1995     MONUMENTED       NGS
 AC5203  HISTORY     - 20041112 GOOD             DJC
 AC5203
 AC5203                          STATION DESCRIPTION
 AC5203
 AC5203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AC5203'STATION IS LOCATED IN ELK CITY AT THE NORTHEAST EDGE OF THE ELK CITY
 AC5203'LANDING STRIP WHICH IS DIRT AND GRAVEL.  OWNERSHIP--CITY OF ELK CITY.
 AC5203'AIRPORT MANAGER-TRENT WOODS.  PHONE 208-842-2275.  HOME
 AC5203'PHONE-208-842-2311.  REACHED FROM THE POST OFFICE IN ELK CITY.  GO
 AC5203'NORTHWEST ON MAIN STREET AND STATE HIGHWAY 14 FOR 0.429 KM (0.25 MI)
 AC5203'TO A GRAVEL SIDE ROAD LEFT (RIDGEWAY) TURN LEFT AND GO SOUTHEAST ON
 AC5203'THE GRAVEL ROAD UP HILL FOR 0.109 KM (0.05 MI) TO A FORK.  TAKE LEFT
 AC5203'FORK (UPPER AIRPORT RD) AND GO SOUTHEAST UP HILL ON A GRAVEL ROAD FOR
 AC5203'0.200 KM (0.10 MI) TO A T JUNCTION AT THE TOP OF THE HILL AND THE
 AC5203'LANDING STRIP.  CONTINUE AHEAD SOUTHEAST ACCROSS THE LANDING STRIP FOR
 AC5203'0.076 KM (0.05 MI) TO THE MARK SET BETWEEN 2 FIBERGLASS WITNESS POSTS.
 AC5203'LOCATED 11.6 M (38.1 FT) WEST OF AND ABOVE A NORTH SOUTH WIRE FENCE,
 AC5203'165.77 M (543.86 FT) EDM (SLOPE DISTANCE) NORTH-NORTHEAST OF A WIND
 AC5203'SOCK, 0.8 M (2.6 FT) NORTH OF A FIBERGLASS WITNESS POST AND 0.8 M (2.6
 AC5203'FT) SOUTH OF A FIBERGLASS WITNESS POST.  MARK IS A STAINLESS STEEL ROD
 AC5203'DRIVEN TO ANCHORED REFUSAL AT 7.3 M (24.0 FT) WITH A PUNCH HOLE IN THE
 AC5203'TOP AND INSIDE A 0.9 M (3.0 FT) FOOD GRADE GREESE FILLED SLEEVE AND
 AC5203'ABOUT LEVEL WITH THE LANDING STRIP.  DESCRIBED BY B.E. KELLY.  ACCESS
 AC5203'TO MARK IS HAD THRU A 5-INCH LOGO CAP.
 AC5203
 AC5203                          STATION RECOVERY (2004)
 AC5203
 AC5203'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 AC5203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0215 ***********************************************************************
 RA0215  DESIGNATION -  ELKHORN
 RA0215  PID         -  RA0215
 RA0215  STATE/COUNTY-  ID/IDAHO
 RA0215  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0215
 RA0215                         *CURRENT SURVEY CONTROL
 RA0215  ___________________________________________________________________
 RA0215* NAD 83(1992)-  45 24 10.96388(N)    116 05 38.53347(W)     ADJUSTED  
 RA0215* NAVD 88     -       575.785  (meters)    1889.05   (feet)  ADJUSTED  
 RA0215  ___________________________________________________________________
 RA0215  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 RA0215  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 RA0215  DYNAMIC HT  -         575.626 (meters)    1888.53  (feet)  COMP
 RA0215  MODELED GRAV-     980,325.3   (mgal)                       NAVD 88
 RA0215
 RA0215  HORZ ORDER  -  SECOND
 RA0215  VERT ORDER  -  SECOND    CLASS 0
 RA0215
 RA0215.The horizontal coordinates were established by classical geodetic methods
 RA0215.and adjusted by the National Geodetic Survey in July 1992..
 RA0215
 RA0215.The orthometric height was determined by differential leveling
 RA0215.and adjusted by the National Geodetic Survey in June 1991..
 RA0215
 RA0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0215
 RA0215.The geoid height was determined by GEOID03.
 RA0215
 RA0215.The dynamic height is computed by dividing the NAVD 88
 RA0215.geopotential number by the normal gravity value computed on the
 RA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0215.degrees latitude (g = 980.6199 gals.).
 RA0215
 RA0215.The modeled gravity was interpolated from observed gravity values.
 RA0215
 RA0215;                    North         East     Units Scale Factor Converg.
 RA0215;SPC ID W     -   415,153.505   773,066.415   MT  0.99994225   -0 14 41.9
 RA0215;UTM  11      - 5,028,124.397   570,901.325   MT  0.99966181   +0 38 42.5
 RA0215
 RA0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0215!SPC ID W     -   0.99991215  x   0.99994225  =   0.99985440
 RA0215!UTM  11      -   0.99991215  x   0.99966181  =   0.99957399
 RA0215
 RA0215|---------------------------------------------------------------------|
 RA0215| PID    Reference Object                     Distance      Geod. Az  |
 RA0215|                                                           dddmmss.s |
 RA0215| RA0216 ELKHORN RM 1                         10.506 METERS 12602     |
 RA0215| RA0217 ELKHORN RM 2                         13.868 METERS 22121     |
 RA0215| RA1282 KELLY                               APPROX. 2.6 KM 3252229.1 |
 RA0215|---------------------------------------------------------------------|
 RA0215
 RA0215                          SUPERSEDED SURVEY CONTROL
 RA0215
 RA0215  NAD 83(1986)-  45 24 10.96517(N)    116 05 38.52939(W) AD(       ) 2
 RA0215  NAD 27      -  45 24 11.33767(N)    116 05 35.06713(W) AD(       ) 2
 RA0215  NGVD 29 (??/??/92)  574.687  (m)         1885.45   (f) ADJ UNCH    2 0
 RA0215
 RA0215.Superseded values are not recommended for survey control.
 RA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0215.See file dsdata.txt to determine how the superseded data were derived.
 RA0215
 RA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL7090128124(NAD 83)
 RA0215_MARKER: DR = REFERENCE MARK DISK
 RA0215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA0215_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RA0215_STAMPING: ELKHORN 1945
 RA0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0215
 RA0215  HISTORY     - Date     Condition        Report By
 RA0215  HISTORY     - 1945     MONUMENTED       CGS
 RA0215  HISTORY     - 1945     GOOD             CGS
 RA0215  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 RA0215
 RA0215                          STATION DESCRIPTION
 RA0215
 RA0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA0215'STATION IS LOCATED ABOUT 11 MILES E OF RIGGINS, 0.15 MILE E OF THE
 RA0215'HOWARD RANCH, AND IS ON THE S BANK OF THE SALMON RIVER.  IT IS 11
 RA0215'FEET N OF THE CENTER LINE OF A GRAVELED ROAD AND 26.5 METERS W OF A
 RA0215'CATTLE GUARD.
 RA0215'
 RA0215'STATION MARK IS A BRONZE DISK BRAZED ON THE END OF A 3-INCH CAST-IRON
 RA0215'SOIL PIPE AND PROJECTS 8 INCHES.  DISK IS STAMPED ELKHORN 1945.
 RA0215'
 RA0215'REFERENCE MARK 1 IS 34.47 FEET SE OF THE STATION.  IT IS A BRONZE
 RA0215'REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER AND IS ABOUT 3 FEET
 RA0215'ABOVE THE ROADBED.  DISK IS STAMPED ELKHORN NO 1 1945.
 RA0215'
 RA0215'REFERENCE MARK 2 IS 45.50 FEET SSW OF THE STATION AND IS ABOUT 6 FEET
 RA0215'ABOVE THE ROADBED.  IT IS A BRONZE REFERENCE DISK SET IN A DRILL
 RA0215'HOLE IN A BOULDER.  DISK IS STAMPED ELKHORN NO 2 1945.
 RA0215'
 RA0215'STATION KELLY WAS USED AS THE AZIMUTH MARK.
 RA0215'
 RA0215'TO REACH THE STATION FROM RIGGINS, GO S ON U.S. HIGHWAY 95 FOR 0.95
 RA0215'MILE TO A SIDE ROAD LEFT.  TURN LEFT, CROSS WOODEN BRIDGE AND FOLLOW
 RA0215'MAIN TRAVELED ROAD FOR 14.25 MILES TO SECOND BRIDGE CROSSING THE
 RA0215'SALMON RIVER.  CONTINUE E FOR 0.55 MILE TO THE HOWARD RANCH ON THE
 RA0215'RIGHT.  CONTINUE 0.15 MILE TO THE STATION ON THE LEFT JUST BEFORE
 RA0215'REACHING THE CATTLE GUARD.  TO REACH THE AZIMUTH MARK (STATION
 RA0215'KELLY), CROSS THE SALMON RIVER ON A FOOT-BRIDGE WHICH IS AT THE
 RA0215'HOWARD RANCH AND FOLLOW TRAIL W AND NW UP HILLSIDE ABOUT 1 MILE TO
 RA0215'A FORK IN THE TRAIL.  KEEP RIGHT FORK, CLIMBING UP RIDGE TO THE N,
 RA0215'AND FOLLOW MAIN TRAIL WHICH PASSES AROUND A SMALL LONE BUSHY TREE,
 RA0215'CONTINUE ON TRAIL N TO TWO LARGE DEAD PINE TREES AT A FORK OF THE
 RA0215'TRAIL, TAKE LEFT FORK OF TRAIL THAT TOPS THE RIDGE AT A SIGN HOWARD
 RA0215'RANCH 2.  TURN RIGHT ABOUT 0.3 MILE TO THE LOOKOUT AND THE
 RA0215'STATION (KELLY).  A 1-1/2-HOUR HORSE PACK.
 RA0215
 RA0215                          STATION RECOVERY (1945)
 RA0215
 RA0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 RA0215'16.4 MI E FROM RIGGINS.
 RA0215'1 MILE SOUTH ALONG U.S. HIGHWAY 95 FROM THE PUBLIC SCHOOL AT RIGGINS,
 RA0215'THENCE 15.4 MILES EAST ON FOREST SERVICE ROAD ALONG SALMON RIVER, 0.1
 RA0215'MILE EAST OF WOODEN BRIDGE OVER ELKHORN CREEK, 92 FEET WEST OF A
 RA0215'CATTLE GUARD, 10.8 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A BRONZE
 RA0215'TRIANGULATION DISK, BRAZED TO TOP OF 2 INCH IRON PIPE NEAR A LARGE
 RA0215'BOULDER ON SOUTH BANK OF SALMON RIVER.
 RA0215
 RA0215                          STATION RECOVERY (1979)
 RA0215
 RA0215'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JJP)
 RA0215'ELKHORN 1945 COULD NOT BE FOUND.
 RA0215'
 RA0215'ELKHORN NO 1 1945 MOST SURFACE MORTAR IS GONE, BUT MARK IS FIRM.
 RA0215'ARROW POINTS TOWARD THE WEST.
 RA0215'
 RA0215'ELKHORN NO 2 1945 RECOVERED GOOD.
 RA0215'
 RA0215'CAREFUL MEASUREMENTS WERE MADE FROM THE REFERENCE MONUMENTS AND THE
 RA0215'CATTLE GUARD AND EARTH WAS REMOVED TO A DEPTH OF ABOUT 1 FOOT, BUT
 RA0215'THE STATION MARK WAS NOT RECOVERED.  ROAD IMPROVEMENTS SINCE 1945
 RA0215'PROBABLY HAVE COVERED OR DESTROYED THE MARK.
 RA0215'
 RA0215'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11 MILES (AIRLINE)
 RA0215'EAST OF RIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0216 ***********************************************************************
 RA0216  DESIGNATION -  ELKHORN RM 1
 RA0216  PID         -  RA0216
 RA0216  STATE/COUNTY-  ID/IDAHO
 RA0216  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0216
 RA0216                         *CURRENT SURVEY CONTROL
 RA0216  ___________________________________________________________________
 RA0216* NAD 83(1986)-  45 24 11.     (N)    116 05 38.     (W)     SCALED    
 RA0216* NAVD 88     -       576.714  (meters)    1892.10   (feet)  ADJUSTED  
 RA0216  ___________________________________________________________________
 RA0216  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 RA0216  DYNAMIC HT  -         576.555 (meters)    1891.58  (feet)  COMP
 RA0216  MODELED GRAV-     980,325.3   (mgal)                       NAVD 88
 RA0216
 RA0216  VERT ORDER  -  SECOND    CLASS 0
 RA0216
 RA0216.The horizontal coordinates were scaled from a topographic map and have
 RA0216.an estimated accuracy of +/- 6 seconds.
 RA0216
 RA0216.The orthometric height was determined by differential leveling
 RA0216.and adjusted by the National Geodetic Survey in June 1991..
 RA0216
 RA0216.The geoid height was determined by GEOID03.
 RA0216
 RA0216.The dynamic height is computed by dividing the NAVD 88
 RA0216.geopotential number by the normal gravity value computed on the
 RA0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0216.degrees latitude (g = 980.6199 gals.).
 RA0216
 RA0216.The modeled gravity was interpolated from observed gravity values.
 RA0216
 RA0216;                    North         East    Units  Estimated Accuracy
 RA0216;SPC ID W     -   415,160.      773,080.      MT  (+/- 180 meters Scaled)
 RA0216
 RA0216                          SUPERSEDED SURVEY CONTROL
 RA0216
 RA0216  NGVD 29 (??/??/92)  575.617  (m)         1888.50   (f) ADJ UNCH    2 0
 RA0216
 RA0216.Superseded values are not recommended for survey control.
 RA0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0216.See file dsdata.txt to determine how the superseded data were derived.
 RA0216
 RA0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL709281(NAD 83)
 RA0216_MARKER: DR = REFERENCE MARK DISK
 RA0216_SETTING: 80 = SET IN A BOULDER
 RA0216_SP_SET: BOULDER
 RA0216_STAMPING: ELKHORN NO.1 1945
 RA0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0216+STABILITY: SURFACE MOTION
 RA0216
 RA0216  HISTORY     - Date     Condition        Report By
 RA0216  HISTORY     - 1945     MONUMENTED       CGS
 RA0216
 RA0216                          STATION DESCRIPTION
 RA0216
 RA0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0216'16.4 MI E FROM RIGGINS.
 RA0216'1 MILE SOUTH ALONG U.S. HIGHWAY 95 FROM THE PUBLIC SCHOOL AT RIGGINS,
 RA0216'THENCE 15.4 MILES EAST ON FOREST SERVICE ROAD ALONG THE SALMON RIVER,
 RA0216'0.1 MILE EAST OF A WOODEN BRIDGE OVER ELKHORN CREEK, 33 FEET SOUTHEAST
 RA0216'OF STATION, 12 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A BRONZE
 RA0216'TRIANGULATION DISK, SET AT AN ANGLE IN A DRILL HOLE IN A LARGE BOULDER
 RA0216'3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0217 ***********************************************************************
 RA0217  DESIGNATION -  ELKHORN RM 2
 RA0217  PID         -  RA0217
 RA0217  STATE/COUNTY-  ID/IDAHO
 RA0217  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0217
 RA0217                         *CURRENT SURVEY CONTROL
 RA0217  ___________________________________________________________________
 RA0217* NAD 83(1986)-  45 24 11.     (N)    116 05 38.     (W)     SCALED    
 RA0217* NAVD 88     -       577.976  (meters)    1896.24   (feet)  ADJUSTED  
 RA0217  ___________________________________________________________________
 RA0217  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 RA0217  DYNAMIC HT  -         577.817 (meters)    1895.72  (feet)  COMP
 RA0217  MODELED GRAV-     980,325.3   (mgal)                       NAVD 88
 RA0217
 RA0217  VERT ORDER  -  SECOND    CLASS 0
 RA0217
 RA0217.The horizontal coordinates were scaled from a topographic map and have
 RA0217.an estimated accuracy of +/- 6 seconds.
 RA0217
 RA0217.The orthometric height was determined by differential leveling
 RA0217.and adjusted by the National Geodetic Survey in June 1991..
 RA0217
 RA0217.The geoid height was determined by GEOID03.
 RA0217
 RA0217.The dynamic height is computed by dividing the NAVD 88
 RA0217.geopotential number by the normal gravity value computed on the
 RA0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0217.degrees latitude (g = 980.6199 gals.).
 RA0217
 RA0217.The modeled gravity was interpolated from observed gravity values.
 RA0217
 RA0217;                    North         East    Units  Estimated Accuracy
 RA0217;SPC ID W     -   415,160.      773,080.      MT  (+/- 180 meters Scaled)
 RA0217
 RA0217                          SUPERSEDED SURVEY CONTROL
 RA0217
 RA0217  NGVD 29 (??/??/92)  576.879  (m)         1892.64   (f) ADJ UNCH    2 0
 RA0217
 RA0217.Superseded values are not recommended for survey control.
 RA0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0217.See file dsdata.txt to determine how the superseded data were derived.
 RA0217
 RA0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL709281(NAD 83)
 RA0217_MARKER: DR = REFERENCE MARK DISK
 RA0217_SETTING: 80 = SET IN A BOULDER
 RA0217_SP_SET: BOULDER
 RA0217_STAMPING: ELKHORN NO.2 1945
 RA0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0217+STABILITY: SURFACE MOTION
 RA0217
 RA0217  HISTORY     - Date     Condition        Report By
 RA0217  HISTORY     - 1945     MONUMENTED       CGS
 RA0217
 RA0217                          STATION DESCRIPTION
 RA0217
 RA0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0217'16.4 MI E FROM RIGGINS.
 RA0217'1 MILE SOUTH ALONG U.S. HIGHWAY 95 FROM THE PUBLIC SCHOOL AT RIGGINS,
 RA0217'THENCE 15.4 MILES EAST ON FOREST SERVICE ROAD ALONG THE SALMON RIVER,
 RA0217'0.1 MILE EAST OF A WOODEN BRIDGE OVER ELKHORN CREEK, 45.5 FEET
 RA0217'SOUTHWEST OF STATION, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, A
 RA0217'BRONZE TRIANGULATION DISK, SET AT AN ANGLE IN A DRILL HOLE IN A
 RA0217'BOULDER 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0678 ***********************************************************************
 QA0678  DESIGNATION -  ELLIS
 QA0678  PID         -  QA0678
 QA0678  STATE/COUNTY-  ID/CUSTER
 QA0678  USGS QUAD   -  ELLIS (1989)
 QA0678
 QA0678                         *CURRENT SURVEY CONTROL
 QA0678  ___________________________________________________________________
 QA0678* NAD 83(1992)-  44 40 24.30644(N)    114 04 03.18595(W)     ADJUSTED  
 QA0678* NAVD 88     -      1459.     (meters)    4787.     (feet)  VERTCON   
 QA0678  ___________________________________________________________________
 QA0678  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 QA0678  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 QA0678
 QA0678  HORZ ORDER  -  FIRST
 QA0678
 QA0678.The horizontal coordinates were established by classical geodetic methods
 QA0678.and adjusted by the National Geodetic Survey in July 1992..
 QA0678
 QA0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0678
 QA0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0678
 QA0678.The geoid height was determined by GEOID03.
 QA0678
 QA0678;                    North         East     Units Scale Factor Converg.
 QA0678;SPC ID C     -   334,022.941   494,643.878   MT  0.99994772   -0 02 51.0
 QA0678;UTM  11      - 4,950,856.080   732,432.243   MT  1.00026440   +2 03 45.4
 QA0678;UTM  12      - 4,951,250.656   256,859.052   MT  1.00032704   -2 09 27.9
 QA0678
 QA0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0678!SPC ID C     -   0.99977326  x   0.99994772  =   0.99972099
 QA0678!UTM  11      -   0.99977326  x   1.00026440  =   1.00003760
 QA0678!UTM  12      -   0.99977326  x   1.00032704  =   1.00010023
 QA0678
 QA0678|---------------------------------------------------------------------|
 QA0678| PID    Reference Object                     Distance      Geod. Az  |
 QA0678|                                                           dddmmss.s |
 QA0678| CD5041 ELLIS RM 1                           13.901 METERS 17333     |
 QA0678| CD5042 ELLIS RM 2                           15.166 METERS 25737     |
 QA0678| CD5040 ELLIS AZ MK                                        3442313.2 |
 QA0678|---------------------------------------------------------------------|
 QA0678
 QA0678                          SUPERSEDED SURVEY CONTROL
 QA0678
 QA0678  NAD 83(1986)-  44 40 24.30574(N)    114 04 03.18121(W) AD(       ) 1
 QA0678  NAD 27      -  44 40 24.57290(N)    114 03 59.95740(W) AD(       ) 1
 QA0678  NGVD 29 (07/19/86) 1458.     (m)         4783.     (f) VERT ANG       
 QA0678
 QA0678.Superseded values are not recommended for survey control.
 QA0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0678.See file dsdata.txt to determine how the superseded data were derived.
 QA0678
 QA0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK3243250856(NAD 83)
 QA0678_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0678
 QA0678  HISTORY     - Date     Condition        Report By
 QA0678  HISTORY     - 1957     MONUMENTED       CGS
 QA0678
 QA0678                          STATION DESCRIPTION
 QA0678
 QA0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0678'THE STATION IS LOCATED ON THE LARGE FLAT AREA AT THE BEGINNING
 QA0678'OF THE PAHSIMEROI VALLEY.  IT IS ABOUT 15 MILES AIRLINE NORTHEAST
 QA0678'OF CHALLIS, 1-1/2 MILES AIRLINE SOUTH-SOUTHWEST OF ELLIS POST
 QA0678'OFFICE AND 1 MILE AIRLINE EAST OF THE SALMON RIVER.
 QA0678'
 QA0678'TO REACH FROM THE U.S. POST OFFICE AT ELLIS, GO SOUTHWESTERLY
 QA0678'ON U.S. HIGHWAY 93 FOR 1.3 MILES TO A FARM DRIVEWAY ON THE
 QA0678'LEFT AND THE AZIMUTH MARK ON THE RIGHT.  TURN LEFT UP DRIVEWAY
 QA0678'FOR 0.05 MILE TO FENCE LINE AND TRACK ROAD RIGHT.  TURN RIGHT
 QA0678'AND FOLLOW TRACK ROAD ALONG FENCE LINE FOR 0.25 MILE TO THE
 QA0678'STATION AT CROSSROAD OF OLD ROADBED.
 QA0678'
 QA0678'THE STATION MARK IS A STANDARD DISK STAMPED ELLIS 1957, SET
 QA0678'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 QA0678'2 INCHES.  IT IS 27 FEET SOUTH OF THE CENTER LINE OF OLD
 QA0678'ROADBED, 4 FEET WEST-NORTHWEST OF A FENCE CORNER AND 6 FEET
 QA0678'NORTH-NORTHWEST OF A STANDARD WITNESS POST.
 QA0678'
 QA0678'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ELLIS NO 1
 QA0678'1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 QA0678'THAT PROJECTS 4 INCHES.  IT IS 15 FEET EAST OF THE CENTER
 QA0678'LINE OF A TRACK ROAD, 1 FOOT WEST OF A FENCE LINE AND AT THE SAME
 QA0678'ELEVATION AS THE STATION.
 QA0678'
 QA0678'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ELLIS
 QA0678'NO 2 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 QA0678'THAT PROJECTS 6 INCHES.  IT IS 15 FEET SOUTH OF THE CENTER
 QA0678'LINE OF THE OLD ROADBED AND AT THE SAME ELEVATION AS THE
 QA0678'STATION.
 QA0678'
 QA0678'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELLIS 1957,
 QA0678'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.
 QA0678'IT IS ON THE SOUTH SLOPE OF A KNOLL, 60 FEET SOUTH-SOUTHWEST OF
 QA0678'A POWER LINE POLE AND 75 FEET NORTHWEST OF THE CENTER LINE OF
 QA0678'U.S. HIGHWAY 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0981 ***********************************************************************
 TO0981  DESIGNATION -  ELLIS
 TO0981  PID         -  TO0981
 TO0981  STATE/COUNTY-  ID/BONNER
 TO0981  USGS QUAD   -  HOPE (1996)
 TO0981
 TO0981                         *CURRENT SURVEY CONTROL
 TO0981  ___________________________________________________________________
 TO0981* NAD 83(1992)-  48 14 32.54295(N)    116 18 07.10430(W)     ADJUSTED  
 TO0981* NAVD 88     -       637.     (meters)    2090.     (feet)  SCALED    
 TO0981  ___________________________________________________________________
 TO0981  LAPLACE CORR-          14.46  (seconds)                    DEFLEC99
 TO0981  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 TO0981
 TO0981  HORZ ORDER  -  THIRD
 TO0981
 TO0981.The horizontal coordinates were established by classical geodetic methods
 TO0981.and adjusted by the National Geodetic Survey in July 1992..
 TO0981
 TO0981.The orthometric height was scaled from a topographic map.
 TO0981
 TO0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0981
 TO0981.The geoid height was determined by GEOID03.
 TO0981
 TO0981;                    North         East     Units Scale Factor Converg.
 TO0981;SPC ID W     -   730,862.763   759,004.903   MT  0.99995398   -0 24 42.3
 TO0981;UTM  11      - 5,343,475.052   551,825.139   MT  0.99963300   +0 31 14.6
 TO0981
 TO0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0981!SPC ID W     -   0.99990279  x   0.99995398  =   0.99985678
 TO0981!UTM  11      -   0.99990279  x   0.99963300  =   0.99953583
 TO0981
 TO0981:                Primary Azimuth Mark                     Grid Az
 TO0981:SPC ID W     -  OWENS                                    195 01 18.8
 TO0981:UTM  11      -  OWENS                                    194 05 21.9
 TO0981
 TO0981|---------------------------------------------------------------------|
 TO0981| PID    Reference Object                     Distance      Geod. Az  |
 TO0981|                                                           dddmmss.s |
 TO0981| TO0984 OWENS                               APPROX. 1.9 KM 1943636.5 |
 TO0981|---------------------------------------------------------------------|
 TO0981
 TO0981                          SUPERSEDED SURVEY CONTROL
 TO0981
 TO0981  NAD 83(1986)-  48 14 32.55368(N)    116 18 07.09755(W) AD(       ) 3
 TO0981  NAD 27      -  48 14 32.81393(N)    116 18 03.43854(W) AD(       ) 3
 TO0981
 TO0981.Superseded values are not recommended for survey control.
 TO0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0981.See file dsdata.txt to determine how the superseded data were derived.
 TO0981
 TO0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5182543475(NAD 83)
 TO0981_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0981
 TO0981  HISTORY     - Date     Condition        Report By
 TO0981  HISTORY     - 1947     MONUMENTED       CGS
 TO0981
 TO0981                          STATION DESCRIPTION
 TO0981
 TO0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO0981'THE STATION IS ON EAST SIDE OF PEND OREILLE LAKE ABOUT 3/4
 TO0981'MILES SOUTH OF HOPE RAILWAY STATION AND JUST NORTH OF ELLIS
 TO0981'POINT.  THE EAST HOPE GRAMMAR SCHOOL IS ABOUT 1/4 MILES TO THE
 TO0981'EASTWARD.  THE STATION IS REACHED BY ROAD BY TURNING OFF U.S.
 TO0981'HIGHWAY 10W AT BUTLERS GROCERY STORE AND PROCEEDING TO WATERS
 TO0981'EDGE WHICH IS DISTANT ABOUT 0.2 MILES.  BUTLERS SAWMILL IS
 TO0981'ABOUT 0.1 MILES TO SOUTHWARD.  THE MARK IS IN CONCRETE CYLINDER
 TO0981'BURIED IN GRAVEL BEACH AMONG SCATTERED TREES AND IS COVERED AT
 TO0981'EXTREME HIGH WATER.  THE MARK IS 15 FEET ABOVE MEAN WINTER
 TO0981'LAKE LEVEL AND IS ABOUT 30 METERS FROM LAKE EDGE.
 TO0981'
 TO0981'REFERENCE MARK NO. 1 IS IN SQUARE CONCRETE BLOCK TO NORTHWARD
 TO0981'OF STATION IN BEACH.
 TO0981'
 TO0981'REFERENCE MARK NO. 2 IS IN CONCRETE CYLINDER SOUTHEAST OF
 TO0981'STATION NEAR CHICKEN HOUSE AT BUTLERS SAWMILL.  UNIMPROVED
 TO0981'ROADS RUN ON BOTH SIDES OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1136 ***********************************************************************
 NV1136  DESIGNATION -  ELMAS
 NV1136  PID         -  NV1136
 NV1136  STATE/COUNTY-  ID/TWIN FALLS
 NV1136  USGS QUAD   -  CROWS NEST NE (1980)
 NV1136
 NV1136                         *CURRENT SURVEY CONTROL
 NV1136  ___________________________________________________________________
 NV1136* NAD 83(1992)-  42 40 15.02219(N)    115 00 26.25819(W)     ADJUSTED  
 NV1136* NAVD 88     -      1174.9    (meters)    3855.     (feet)  VERTCON   
 NV1136  ___________________________________________________________________
 NV1136  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 NV1136  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 NV1136
 NV1136  HORZ ORDER  -  FIRST
 NV1136
 NV1136.The horizontal coordinates were established by classical geodetic methods
 NV1136.and adjusted by the National Geodetic Survey in July 1992..
 NV1136
 NV1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1136
 NV1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1136
 NV1136.The geoid height was determined by GEOID03.
 NV1136
 NV1136;                    North         East     Units Scale Factor Converg.
 NV1136;SPC ID C     -   112,026.164   417,431.195   MT  1.00003121   -0 40 58.0
 NV1136;UTM  11      - 4,726,188.143   663,289.227   MT  0.99992805   +1 21 03.3
 NV1136
 NV1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1136!SPC ID C     -   0.99981828  x   1.00003121  =   0.99984949
 NV1136!UTM  11      -   0.99981828  x   0.99992805  =   0.99974634
 NV1136
 NV1136:                Primary Azimuth Mark                     Grid Az
 NV1136:SPC ID C     -  AIRWAY BEACON 21                         010 06 06.7
 NV1136:UTM  11      -  AIRWAY BEACON 21                         008 04 05.4
 NV1136
 NV1136|---------------------------------------------------------------------|
 NV1136| PID    Reference Object                     Distance      Geod. Az  |
 NV1136|                                                           dddmmss.s |
 NV1136| NV1117 AIRWAY BEACON 21                    APPROX.28.6 KM 0092508.7 |
 NV1136| NV1111 AIRWAY BEACON 20                    APPROX.24.7 KM 0355029.8 |
 NV1136| NV1025 AIRWAY BEACON 18                    APPROX.45.0 KM 0821530.3 |
 NV1136| NV1104 BUHL SEGO MILK CO CHIMNEY           APPROX.22.5 KM 1111848.3 |
 NV1136| CD5044 ELMAS RM 1                           17.700 METERS 13233     |
 NV1136| CD5045 ELMAS RM 2                           19.700 METERS 22258     |
 NV1136| NV1141 NOTCH BUTTE CAIRN                   APPROX.13.5 KM 2694737.3 |
 NV1136| NV1140 TWIN BUTTES CAIRN                   APPROX.15.8 KM 2864735.1 |
 NV1136| CD5043 ELMAS AZ MK                                        2885729.7 |
 NV1136| NV1149 GRINDSTONE BUTTE PEAK               APPROX.23.1 KM 2984101.3 |
 NV1136|---------------------------------------------------------------------|
 NV1136
 NV1136                          SUPERSEDED SURVEY CONTROL
 NV1136
 NV1136  NAD 83(1986)-  42 40 15.02174(N)    115 00 26.25775(W) AD(       ) 1
 NV1136  NAD 27      -  42 40 15.37400(N)    115 00 23.04100(W) AD(       ) 1
 NV1136  NGVD 29 (07/19/86) 1174.0    (m)         3852.     (f) VERT ANG       
 NV1136
 NV1136.Superseded values are not recommended for survey control.
 NV1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1136.See file dsdata.txt to determine how the superseded data were derived.
 NV1136
 NV1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6328926188(NAD 83)
 NV1136_MARKER: DS = TRIANGULATION STATION DISK
 NV1136_SETTING: 0 = UNSPECIFIED SETTING
 NV1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1136
 NV1136  HISTORY     - Date     Condition        Report By
 NV1136  HISTORY     - 1935     MONUMENTED       CGS
 NV1136  HISTORY     - 1936     GOOD             RBNF
 NV1136  HISTORY     - 1945     GOOD             CGS
 NV1136  HISTORY     - 1947     GOOD             USGS
 NV1136
 NV1136                          STATION DESCRIPTION
 NV1136
 NV1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 NV1136'STATION IS ABOUT 8 MILES S OF HAGERMAN, OR ABOUT 25 MILES
 NV1136'SSE OF KING HILL, ABOUT 15 MILES WNW OF BUHL, ON THE SITE
 NV1136'OF THE PROPOSED BRUNEAU IRRIGATION PROJECT.  IT IS ON THE
 NV1136'W END OF A LOW LONG RIDGE, BUT NOT ON THE HIGHEST POINT.
 NV1136'
 NV1136'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 NV1136'SET IN CONCRETE.  AZIMUTH MARK IS DUE W OF STATION AND IS
 NV1136'IN A BURIED BOULDER ON THE FLAT OF DESERT.
 NV1136'
 NV1136'TO REACH STATION FROM HAGERMAN POST OFFICE, GO S ON U.S.
 NV1136'HIGHWAY 30 FOR 3.6 MILES, CROSS THE OWSLEY BRIDGE OVER THE
 NV1136'SNAKE RIVER, GO 50 YARDS, TURN RIGHT THROUGH BOARD GATE,
 NV1136'GO 0.4 MILE, PASS THROUGH BOARD GATE, GO 0.9 MILE AND PASS
 NV1136'THROUGH WHITE BOARD GATE, GO 0.1 MILE, TAKE LEFT FORK (UPHILL)
 NV1136'AND GO 0.1 MILE, KEEP LEFT ON GRAVELED ROAD AND GO 0.2 MILE,
 NV1136'TAKE CENTER FORK UP THE RIDGE, GO 0.2 MILE, TURN LEFT THROUGH
 NV1136'NET WIRE GATE, GO 2.4 MILES IN A W DIRECTION ALONG
 NV1136'POWER-TRSMN.  LINE, TURN LEFT (S) LEAVING POWER-TRANSMISSION
 NV1136'LINE AND GO 0.6 MILE, KEEP STRAIGHT AHEAD ON BETTER
 NV1136'TRAVELED ROAD.  GO 0.1 MILE, KEEP STRAIGHT AHEAD, GO 2.0
 NV1136'MILES, KEEP STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD, GO
 NV1136'0.45 MILE, KEEP STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD,
 NV1136'GO 0.5 MILE, AND TAKE LEFT FORK.  GO 0.1 MILE, TAKE LEFT
 NV1136'FORK, GO 0.1 MILE AND KEEP STRAIGHT AHEAD IN A S
 NV1136'DIRECTION AT CROSSROADS, CONTINUE STRAIGHT AHEAD FOR
 NV1136'1.45 MILES, KEEP STRAIGHT AHEAD, GO 2.9 MILES AND TURN
 NV1136'LEFT (E) OFF ROAD CROSS COUNTRY, GO 50 YARDS TO END OF
 NV1136'TRUCK TRAVEL AND THE STATION.
 NV1136
 NV1136                          STATION RECOVERY (1936)
 NV1136
 NV1136'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1936
 NV1136'STATION RECOVERED BY TWIN FALLS EXTENSION CO.
 NV1136'
 NV1136'THE FOLLOWING ADDITION AND CORRECTIONS SHOULD BE MADE--
 NV1136'
 NV1136'STATION IS NEAR BOUNDARY LINE OF OWYHEE AND TWIN FALLS COUNTIES.
 NV1136'
 NV1136'STATION IS 13 MILES WNW OF BUHL, NOT 15 MILES.
 NV1136'
 NV1136'STATION IS 11 MILES SW OF HAGERMAN, NOT 8 MILES.
 NV1136
 NV1136                          STATION RECOVERY (1945)
 NV1136
 NV1136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1136'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 NV1136'AZIMUTH MARK WAS NOT RECOVERED BECAUSE OF SNOW.  ALL MARKS
 NV1136'ARE STAMPED ELMAS 1935 WITH THE REFERENCE MARKS HAVING THE
 NV1136'ADDITIONAL STAMPINGS NO 1 AND NO 2, RESPECTIVELY.
 NV1136'
 NV1136'STATION IS SITUATED ON THE W SLOPE OF A PROMINENT
 NV1136'SAGEBRUSH-COVERED HILL, ABOUT 0.2 MILE W OF ITS HIGHEST POINT,
 NV1136'AND NEARLY 15 FEET LOWER IN ELEVATION.  IT IS ABOUT 11 MILES
 NV1136'(AIR LINE) SW OF HAGERMAN AND ABOUT 50 YARDS S OF A TRACK
 NV1136'ROAD THAT PASSES E TO W OVER THE RIDGE OF THE HILL.
 NV1136'
 NV1136'TO REACH STATION FROM THE POST OFFICE IN HAGERMAN, GO S ON
 NV1136'U.S. HIGHWAY 30 FOR 3.5 MILES, CROSS THE OWSLEY BRIDGE OVER
 NV1136'THE SNAKE RIVER, CONTINUE ON HIGHWAY FOR 0.35 MILE TO AN
 NV1136'INTERSECTION WITH A GRAVELED ROAD, TURN RIGHT ONTO THE GRAVEL ROAD
 NV1136'AND CONTINUE ON MAIN TRAVELED ROAD FOR 6.0 MILES TO INTERSECTION
 NV1136'OF CROSSROADS TO SUMMIT, THEN CONTINUE STRAIGHT AHEAD ON
 NV1136'MAIN GRADED ROAD FOR 1.6 MILES TO CROSSROADS.  TURN LEFT
 NV1136'AND FOLLOW GRADED ROAD FOR 4.25 MILES TO CROSSROADS WITH
 NV1136'TRACK ROAD RUNNING E AND W.  TURN RIGHT ONTO TRACK ROAD
 NV1136'(W) AND CONTINUE UP GRADE FOR 0.4 MILE TO ROAD FORKS ON
 NV1136'SUMMIT OF RIDGE OF HILL, KEEP STRAIGHT AHEAD FOR 0.25 MILE
 NV1136'TO STATION SITE WHICH IS 50 YARDS LEFT OF ROAD.
 NV1136
 NV1136                          STATION RECOVERY (1947)
 NV1136
 NV1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 NV1136'RECOVERED.  ALL MARKS IN GOOD CONDITION.
 NV1136'
 NV1136'STATION MARK--BRONZE DISK SET IN CONCRETE, STAMPED---ELMAS 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0575 ***********************************************************************
 NV0575  DESIGNATION -  ELMORE
 NV0575  PID         -  NV0575
 NV0575  STATE/COUNTY-  ID/ELMORE
 NV0575  USGS QUAD   -  TICESKA (1992)
 NV0575
 NV0575                         *CURRENT SURVEY CONTROL
 NV0575  ___________________________________________________________________
 NV0575* NAD 83(1992)-  42 57 49.12775(N)    115 05 12.82393(W)     ADJUSTED  
 NV0575* NAVD 88     -       938.163  (meters)    3077.96   (feet)  ADJUSTED  
 NV0575  ___________________________________________________________________
 NV0575  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 NV0575  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 NV0575  DYNAMIC HT  -         937.747 (meters)    3076.59  (feet)  COMP
 NV0575  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 NV0575
 NV0575  HORZ ORDER  -  SECOND
 NV0575  VERT ORDER  -  FIRST     CLASS II
 NV0575
 NV0575.The horizontal coordinates were established by classical geodetic methods
 NV0575.and adjusted by the National Geodetic Survey in July 1992..
 NV0575
 NV0575.The orthometric height was determined by differential leveling
 NV0575.and adjusted by the National Geodetic Survey in June 1991..
 NV0575
 NV0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0575
 NV0575.The geoid height was determined by GEOID03.
 NV0575
 NV0575.The dynamic height is computed by dividing the NAVD 88
 NV0575.geopotential number by the normal gravity value computed on the
 NV0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0575.degrees latitude (g = 980.6199 gals.).
 NV0575
 NV0575.The modeled gravity was interpolated from observed gravity values.
 NV0575
 NV0575;                    North         East     Units Scale Factor Converg.
 NV0575;SPC ID W     -   144,271.523   854,098.527   MT  0.99996932   +0 27 07.0
 NV0575;SPC ID C     -   144,633.441   411,325.535   MT  1.00004407   -0 44 26.9
 NV0575;UTM  11      - 4,758,553.488   656,028.000   MT  0.99989950   +1 18 14.8
 NV0575
 NV0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0575!SPC ID W     -   0.99985533  x   0.99996932  =   0.99982466
 NV0575!SPC ID C     -   0.99985533  x   1.00004407  =   0.99989940
 NV0575!UTM  11      -   0.99985533  x   0.99989950  =   0.99975485
 NV0575
 NV0575:                Primary Azimuth Mark                     Grid Az
 NV0575:SPC ID W     -  ELMORE AZ MK                             095 21 46.6
 NV0575:SPC ID C     -  ELMORE AZ MK                             096 33 20.5
 NV0575:UTM  11      -  ELMORE AZ MK                             094 30 38.8
 NV0575
 NV0575|---------------------------------------------------------------------|
 NV0575| PID    Reference Object                     Distance      Geod. Az  |
 NV0575|                                                           dddmmss.s |
 NV0575| NV0577 ELMORE AZ MK                                       0954853.6 |
 NV0575| NV1127 HIGHWAY 30 STA 334+73.4 ROW          13.499 METERS 10059     |
 NV0575| CD5046 ELMORE RM 1                          35.800 METERS 15819     |
 NV0575| CD4455 ELMORE RM 3                          28.747 METERS 19906     |
 NV0575| NV0576 ELMORE RM 3                          28.750 METERS 19906     |
 NV0575| CD4456 ELMORE RM 4                          13.795 METERS 28204     |
 NV0575| NV0574 ELMORE RM 4                          13.790 METERS 28205     |
 NV0575|---------------------------------------------------------------------|
 NV0575
 NV0575                          SUPERSEDED SURVEY CONTROL
 NV0575
 NV0575  NAD 83(1986)-  42 57 49.12655(N)    115 05 12.82252(W) AD(       ) 2
 NV0575  NAD 27      -  42 57 49.48200(N)    115 05 09.58500(W) AD(       ) 2
 NV0575  NGVD 29 (??/??/92)  937.360  (m)         3075.32   (f) ADJ UNCH    1 2
 NV0575
 NV0575.Superseded values are not recommended for survey control.
 NV0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0575.See file dsdata.txt to determine how the superseded data were derived.
 NV0575
 NV0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH5602858553(NAD 83)
 NV0575_MARKER: DS = TRIANGULATION STATION DISK
 NV0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0575_STAMPING: ELMORE 1945
 NV0575_MARK LOGO: CGS   
 NV0575_PROJECTION: PROJECTING 6 CENTIMETERS
 NV0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0575+STABILITY: SURFACE MOTION
 NV0575
 NV0575  HISTORY     - Date     Condition        Report By
 NV0575  HISTORY     - 1945     MONUMENTED       CGS
 NV0575  HISTORY     - 1955     SEE DESCRIPTION  CGS
 NV0575  HISTORY     - 1959     SEE DESCRIPTION  CGS
 NV0575  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NV0575  HISTORY     - 1973     GOOD             NGS
 NV0575  HISTORY     - 1983     GOOD             NGS
 NV0575
 NV0575                          STATION DESCRIPTION
 NV0575
 NV0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV0575'STATION IS 7.5 MILES BY HIGHWAY W OF BLISS, 7.3 MILES BY
 NV0575'HIGHWAY E OF KING HILL, 67 FEET N OF THE CENTER LINE OF U.S.
 NV0575'HIGHWAY 30, AND 33 FEET W OF THE CENTER LINE OF THE ROAD
 NV0575'DIVIDING ELMORE AND GOODING COUNTIES.
 NV0575'
 NV0575'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 NV0575'SURFACE MARK PROJECTS 4 INCHES ABOVE GROUND AND IS STAMPED
 NV0575'ELMORE 1945.
 NV0575'
 NV0575'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN TOP OF A
 NV0575'CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.  IT IS STAMPED
 NV0575'ELMORE NO 1 1945.
 NV0575'
 NV0575'REFERENCE MARK 2 IS AN IDAHO DEPARTMENT OF PUBLIC WORKS
 NV0575'BOUNDARY MONUMENT SET IN A CONCRETE POST PROJECTING 3 INCHES
 NV0575'ABOVE THE GROUND.  IT IS STAMPED 334+73.4 ELEV 3075.56.
 NV0575'
 NV0575'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN THE
 NV0575'N END OF A CONCRETE CULVERT OVER WHICH U.S. HIGHWAY 30 PASSES.
 NV0575'IT IS STAMPED ELMORE 1945.
 NV0575
 NV0575                          STATION RECOVERY (1955)
 NV0575
 NV0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (PAS)
 NV0575'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.
 NV0575
 NV0575                          STATION RECOVERY (1959)
 NV0575
 NV0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0575'THE STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 NV0575'THE DESCRIPTION TO REACH IS ADEQUATE.
 NV0575'
 NV0575'REFERENCE MARK NO. 1 HAS BEEN COVERED BY THE CONSTRUCTION
 NV0575'OF A SIDE ROAD.
 NV0575'
 NV0575'THE DISK OF REFERENCE MARK NO. 2, AN IDAHO DEPT. OF PUBLIC
 NV0575'WORKS BOUNDARY MONUMENT, HAS BEEN REMOVED FROM THE TOP OF
 NV0575'THE CONCRETE POST IN WHICH IT WAS SET.
 NV0575'
 NV0575'REFERENCE MARK NO. 3, STAMPED ELMORE NO 3 1945, IS A STANDARD
 NV0575'DISK SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND AND
 NV0575'IS 36 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 NV0575'
 NV0575'REFERENCE MARK NO. 4, STAMPED ELMORE NO 4 1945, IS A STANDARD
 NV0575'DISK SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND
 NV0575'AND IS 61 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 NV0575
 NV0575                          STATION RECOVERY (1973)
 NV0575
 NV0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NV0575'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 NV0575'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  ROADS HAVE
 NV0575'CHANGED.  A NEW TO REACH FOLLOWS.
 NV0575'
 NV0575'TO REACH THE STATION FROM THE BLISS POST OFFICE GO WEST ON
 NV0575'U.S. HIGHWAYS 26 AND 30 FOR 3.2 MILES TO A MACADAM ROAD
 NV0575'RIGHT, AND SIGN, TO POWER PLANT ROAD, TURN RIGHT AS PER SIGN
 NV0575'AND GO NORTHWEST ON THE MACADAM ROAD FOR 4.2 MILES TO A POINT
 NV0575'WHERE THE MACADAM ROAD PASSES OVER AN IRRIGATION DITCH, AND
 NV0575'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE MACADAM
 NV0575'ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT, AND THE STATION ON
 NV0575'THE RIGHT, 200 FEET BEFORE REACHING MILEPOST NO. 143.
 NV0575'
 NV0575'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 NV0575'WEST-NORTHWEST OF BLISS.
 NV0575
 NV0575                          STATION RECOVERY (1973)
 NV0575
 NV0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NV0575'7 MI WNW FROM BLISS.
 NV0575'REACHED FROM THE BLISS POST OFFICE GO WEST ON U.S. HIGHWAYS 26, AND 30
 NV0575'FOR 3.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO NORTHWEST ON
 NV0575'THE MACADAM ROAD FOR 4.6 MILES TO A GRAVELED ROAD SOUTH, AND THE BENCH
 NV0575'MARK ON THE RIGHT, 200 FEET NORTHEAST, AND ACROSS THE MACADAM ROAD
 NV0575'FROM MILEPOST NO. 143, 56 FEET NORTH OF THE CENTER OF THE MACADAM
 NV0575'ROAD, AND 5 FEET NORTH OF A METAL WITNESS POST THAT WAS PLACED IN THE
 NV0575'RIGHT-OF-WAY FENCE LINE SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NV0575'PROJECTS 3 INCHES.
 NV0575
 NV0575                          STATION RECOVERY (1983)
 NV0575
 NV0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0575'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.1 KM
 NV0575'(3.8 MI) SOUTHEAST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE POST
 NV0575'OFFICE IN KING HILL, THENCE 5.9 KM (3.7 MI) EAST ALONG OLD U.S.
 NV0575'HIGHWAY 30, AT THE ELMORE-GOODING COUNTY LINE AND 12.8 KM (8.0 MI)
 NV0575'NORTHWEST OF BLISS, 17.4 METERS (57 FT) NORTH OF THE HIGHWAY
 NV0575'CENTERLINE, 28.8 METERS (94.5 FT) NORTH ACROSS THE HIGHWAY FROM RM 3,
 NV0575'13.7 METERS (45 FT) EAST OF RM 4, 11.0 METERS (36 FT) WEST OF THE
 NV0575'EXTENDED CENTERLINE OF BLISS DAM ROAD AND 1.7 METERS (5.5 FT) NORTH OF
 NV0575'THE RIGHT OF WAY FENCE.
 NV0575'THE MARK IS 1.7 METERS  N FROM A WITNESS POST.
 NV0575'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0577 ***********************************************************************
 NV0577  DESIGNATION -  ELMORE AZ MK
 NV0577  PID         -  NV0577
 NV0577  STATE/COUNTY-  ID/ELMORE
 NV0577  USGS QUAD   -  TICESKA (1992)
 NV0577
 NV0577                         *CURRENT SURVEY CONTROL
 NV0577  ___________________________________________________________________
 NV0577* NAD 83(1986)-  42 57 47.     (N)    115 04 42.     (W)     SCALED    
 NV0577* NAVD 88     -       940.298  (meters)    3084.96   (feet)  ADJUSTED  
 NV0577  ___________________________________________________________________
 NV0577  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 NV0577  DYNAMIC HT  -         939.880 (meters)    3083.59  (feet)  COMP
 NV0577  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 NV0577
 NV0577  VERT ORDER  -  FIRST     CLASS II
 NV0577
 NV0577.The horizontal coordinates were scaled from a topographic map and have
 NV0577.an estimated accuracy of +/- 6 seconds.
 NV0577
 NV0577.The orthometric height was determined by differential leveling
 NV0577.and adjusted by the National Geodetic Survey in June 1991..
 NV0577
 NV0577.The geoid height was determined by GEOID03.
 NV0577
 NV0577.The dynamic height is computed by dividing the NAVD 88
 NV0577.geopotential number by the normal gravity value computed on the
 NV0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0577.degrees latitude (g = 980.6199 gals.).
 NV0577
 NV0577.The modeled gravity was interpolated from observed gravity values.
 NV0577
 NV0577;                    North         East    Units  Estimated Accuracy
 NV0577;SPC ID W     -   144,210.      854,800.      MT  (+/- 180 meters Scaled)
 NV0577
 NV0577                          SUPERSEDED SURVEY CONTROL
 NV0577
 NV0577.No superseded survey control is available for this station.
 NV0577
 NV0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH567585(NAD 83)
 NV0577_MARKER: DZ = AZIMUTH MARK DISK
 NV0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0577_SP_SET: IRRIGATION DITCH
 NV0577_STAMPING: ELMORE 1945
 NV0577_MARK LOGO: CGS   
 NV0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0577
 NV0577  HISTORY     - Date     Condition        Report By
 NV0577  HISTORY     - 1945     MONUMENTED       CGS
 NV0577  HISTORY     - 1973     GOOD             NGS
 NV0577  HISTORY     - 1983     GOOD             NGS
 NV0577
 NV0577                          STATION DESCRIPTION
 NV0577
 NV0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NV0577'7 MI WNW FROM BLISS.
 NV0577'REACHED FROM THE BLISS POST OFFICE BY GOING WEST ON U.S. HIGHWAYS 26,
 NV0577'AND 30 FOR 3.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO
 NV0577'NORTHWEST ON THE MACADAM ROAD FOR 4.2 MILE TO WHERE THE MACADAM ROAD
 NV0577'CROSSES AN IRRIGATION DITCH, AND THE BENCH MARK ON THE RIGHT, 16 FEET
 NV0577'NORTH OF THE CENTER OF THE MACADAM ROAD, AND 1 FOOT EAST OF THE WEST
 NV0577'END OF THE HEADWALL, CEMENTED IN A DRILL HOLE IN THE NORTH CONCRETE
 NV0577'HEADWALL OF AN IRRIGATION DITCH.
 NV0577
 NV0577                          STATION RECOVERY (1983)
 NV0577
 NV0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0577'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.25 KM
 NV0577'(2.65 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN BLISS,
 NV0577'THENCE 7.9 KM (4.95 MI) NORTHWEST ALONG OLD HIGHWAY 30, IN TOP OF THE
 NV0577'WEST END OF THE NORTH HEADWALL FOR A CANAL BRIDGE UNDER THE HIGHWAY
 NV0577'AND 0.7 KM (0.45 MI) EAST OF THE ELMORE-GOODING COUNTY LINE,
 NV0577'5.0 METERS (16.5 FT) NORTH OF THE HIGHWAY CENTERLINE.
 NV0577'THE MARK IS 0.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0576 ***********************************************************************
 NV0576  DESIGNATION -  ELMORE RM 3
 NV0576  PID         -  NV0576
 NV0576  STATE/COUNTY-  ID/ELMORE
 NV0576  USGS QUAD   -  TICESKA (1992)
 NV0576
 NV0576                         *CURRENT SURVEY CONTROL
 NV0576  ___________________________________________________________________
 NV0576* NAD 83(1986)-  42 57 49.     (N)    115 05 12.     (W)     SCALED    
 NV0576* NAVD 88     -       938.034  (meters)    3077.53   (feet)  ADJUSTED  
 NV0576  ___________________________________________________________________
 NV0576  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 NV0576  DYNAMIC HT  -         937.617 (meters)    3076.17  (feet)  COMP
 NV0576  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 NV0576
 NV0576  VERT ORDER  -  FIRST     CLASS II
 NV0576
 NV0576.The horizontal coordinates were scaled from a topographic map and have
 NV0576.an estimated accuracy of +/- 6 seconds.
 NV0576
 NV0576.The orthometric height was determined by differential leveling
 NV0576.and adjusted by the National Geodetic Survey in June 1991..
 NV0576
 NV0576.The geoid height was determined by GEOID03.
 NV0576
 NV0576.The dynamic height is computed by dividing the NAVD 88
 NV0576.geopotential number by the normal gravity value computed on the
 NV0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0576.degrees latitude (g = 980.6199 gals.).
 NV0576
 NV0576.The modeled gravity was interpolated from observed gravity values.
 NV0576
 NV0576;                    North         East    Units  Estimated Accuracy
 NV0576;SPC ID W     -   144,270.      854,120.      MT  (+/- 180 meters Scaled)
 NV0576
 NV0576                          SUPERSEDED SURVEY CONTROL
 NV0576
 NV0576  NGVD 29 (??/??/92)  937.231  (m)         3074.90   (f) ADJ UNCH    1 2
 NV0576
 NV0576.Superseded values are not recommended for survey control.
 NV0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0576.See file dsdata.txt to determine how the superseded data were derived.
 NV0576
 NV0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH560585(NAD 83)
 NV0576_MARKER: DR = REFERENCE MARK DISK
 NV0576_SETTING: 66 = SET IN ROCK OUTCROP
 NV0576_SP_SET: BEDROCK
 NV0576_STAMPING: ELMORE NO 3 1945
 NV0576_MARK LOGO: CGS   
 NV0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0576+STABILITY: POSITION/ELEVATION WELL
 NV0576
 NV0576  HISTORY     - Date     Condition        Report By
 NV0576  HISTORY     - 1959     MONUMENTED       CGS
 NV0576  HISTORY     - 1973     GOOD             NGS
 NV0576  HISTORY     - 1983     GOOD             NGS
 NV0576
 NV0576                          STATION DESCRIPTION
 NV0576
 NV0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NV0576'7 MI WNW FROM BLISS.
 NV0576'REACHED FROM THE BLISS POST OFFICE GO WEST ON U.S. HIGHWAYS 26, AND 30
 NV0576'FOR 3.2 MILES TO A MACADAM ROAD RIGHT, TURN RIGHT, AND GO NORTHWEST ON
 NV0576'THE MACADAM ROAD FOR 4.6 MILES TO A GRAVELED ROAD SOUTH, AND THE BENCH
 NV0576'MARK ON THE LEFT, 82 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 NV0576'SOUTH, AND 36 FEET SOUTH OF THE CENTER OF THE MACADAM ROAD, CEMENTED
 NV0576'IN A DRILL HOLE IN BEDROCK.
 NV0576
 NV0576                          STATION RECOVERY (1983)
 NV0576
 NV0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0576'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.1 KM
 NV0576'(3.8 MI) SOUTHEAST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE POST
 NV0576'OFFICE IN KING HILL, THENCE 5.9 KM (3.7 MI) EAST ALONG OLD U.S.
 NV0576'HIGHWAY 30, IN TOP OF AND 0.6 METER (2 FT) EAST OF THE WEST EDGE OF A
 NV0576'6 BY 8 FOOT PORTION OF VOLCANIC ROCK OUTCROP FLUSH WITH THE SURFACE OF
 NV0576'THE GROUND, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF BLISS DAM
 NV0576'ROAD AND THE ELMORE-GOODING COUNTY LINE, 10.9 METERS (36 FT) SOUTH OF
 NV0576'THE HIGHWAY CENTERLINE, 30.2 METERS (99 FT) SOUTH ACROSS THE HIGHWAY
 NV0576'FROM RM 4, 28.7 METERS (94.5 FT) SOUTH ACROSS THE HIGHWAY FROM THE
 NV0576'STATION AND 23.1 METERS (76 FT) WEST OF THE CENTER OF THE ROAD.
 NV0576'THE MARK IS 27.1 METERS  S FROM A WITNESS POST.
 NV0576'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0574 ***********************************************************************
 NV0574  DESIGNATION -  ELMORE RM 4
 NV0574  PID         -  NV0574
 NV0574  STATE/COUNTY-  ID/ELMORE
 NV0574  USGS QUAD   -  TICESKA (1992)
 NV0574
 NV0574                         *CURRENT SURVEY CONTROL
 NV0574  ___________________________________________________________________
 NV0574* NAD 83(1986)-  42 57 49.     (N)    115 05 12.     (W)     SCALED    
 NV0574* NAVD 88     -       937.984  (meters)    3077.37   (feet)  ADJUSTED  
 NV0574  ___________________________________________________________________
 NV0574  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 NV0574  DYNAMIC HT  -         937.568 (meters)    3076.00  (feet)  COMP
 NV0574  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 NV0574
 NV0574  VERT ORDER  -  FIRST     CLASS II
 NV0574
 NV0574.The horizontal coordinates were scaled from a topographic map and have
 NV0574.an estimated accuracy of +/- 6 seconds.
 NV0574
 NV0574.The orthometric height was determined by differential leveling
 NV0574.and adjusted by the National Geodetic Survey in June 1991..
 NV0574.WARNING-Repeat measurements at this control monument indicate possible
 NV0574.vertical movement.
 NV0574
 NV0574.The geoid height was determined by GEOID03.
 NV0574
 NV0574.The dynamic height is computed by dividing the NAVD 88
 NV0574.geopotential number by the normal gravity value computed on the
 NV0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0574.degrees latitude (g = 980.6199 gals.).
 NV0574
 NV0574.The modeled gravity was interpolated from observed gravity values.
 NV0574
 NV0574;                    North         East    Units  Estimated Accuracy
 NV0574;SPC ID W     -   144,270.      854,120.      MT  (+/- 180 meters Scaled)
 NV0574
 NV0574                          SUPERSEDED SURVEY CONTROL
 NV0574
 NV0574  NGVD 29 (??/??/92)  937.182  (m)         3074.74   (f) ADJ UNCH    1 2
 NV0574
 NV0574.Superseded values are not recommended for survey control.
 NV0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0574.See file dsdata.txt to determine how the superseded data were derived.
 NV0574
 NV0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH560585(NAD 83)
 NV0574_MARKER: DR = REFERENCE MARK DISK
 NV0574_SETTING: 66 = SET IN ROCK OUTCROP
 NV0574_SP_SET: BEDROCK
 NV0574_STAMPING: ELMORE NO 4 1945
 NV0574_MARK LOGO: CGS   
 NV0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0574+STABILITY: POSITION/ELEVATION WELL
 NV0574
 NV0574  HISTORY     - Date     Condition        Report By
 NV0574  HISTORY     - 1959     MONUMENTED       CGS
 NV0574  HISTORY     - 1973     GOOD             NGS
 NV0574  HISTORY     - 1983     GOOD             NGS
 NV0574
 NV0574                          STATION DESCRIPTION
 NV0574
 NV0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NV0574'7 MI WNW FROM BLISS.
 NV0574'REACHED FROM THE BLISS POST OFFICE BY GOING WEST ON U.S. HIGHWAYS 26,
 NV0574'AND 30 FOR 3.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO
 NV0574'NORTHWEST ON THE MACADAM ROAD FOR 4.6 MILES TO A GRAVELED ROAD SOUTH,
 NV0574'AND THE BENCH MARK ON THE RIGHT, 62 FEET NORTH OF THE CENTER OF THE
 NV0574'HIGHWAY, 45.24 FEET WEST OF TRIANGULATION STATION ELMORE 1945, AND
 NV0574'11.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE CEMENTED IN A DRILL
 NV0574'HOLE IN BEDROCK.
 NV0574
 NV0574                          STATION RECOVERY (1983)
 NV0574
 NV0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0574'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.1 KM
 NV0574'(3.8 MI) SOUTHEAST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE POST
 NV0574'OFFICE IN KING HILL, THENCE 5.9 KM (3.7 MI) EAST ALONG OLD U.S.
 NV0574'HIGHWAY 30, IN TOP OF THE HIGHEST POINT OF A 12 BY 13 FOOT PORTION OF
 NV0574'VOLCANIC ROCK OUTCROP PROJECTING 0.5 FOOT ABOVE THE SURFACE OF THE
 NV0574'GROUND AND AT THE ELMORE-GOODING COUNTY LINE, 18.7 METERS (61.5 FT)
 NV0574'NORTH OF THE HIGHWAY CENTERLINE, 30.2 METERS (99 FT) NORTH ACROSS THE
 NV0574'HIGHWAY FROM RM 3, 24.7 METERS (81 FT) WEST OF THE EXTENDED CENTERLINE
 NV0574'OF BLISS DAM ROAD, 13.7 METERS (45 FT) WEST OF THE STATION AND 3.3
 NV0574'METERS (11 FT) NORTH OF THE RIGHT OF WAY FENCE.
 NV0574'THE MARK IS 13.7 METERS  W FROM A WITNESS POST.
 NV0574'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1569 ***********************************************************************
 NU1569  DESIGNATION -  ELSIE
 NU1569  PID         -  NU1569
 NU1569  STATE/COUNTY-  ID/BANNOCK
 NU1569  USGS QUAD   -  DOWNEY WEST (1984)
 NU1569
 NU1569                         *CURRENT SURVEY CONTROL
 NU1569  ___________________________________________________________________
 NU1569* NAD 83(1992)-  42 27 17.55005(N)    112 14 05.24730(W)     ADJUSTED  
 NU1569* NAVD 88     -      1523.5    (meters)    4998.     (feet)  VERTCON   
 NU1569  ___________________________________________________________________
 NU1569  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 NU1569  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NU1569
 NU1569  HORZ ORDER  -  SECOND
 NU1569
 NU1569.The horizontal coordinates were established by classical geodetic methods
 NU1569.and adjusted by the National Geodetic Survey in July 1992..
 NU1569
 NU1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1569
 NU1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1569
 NU1569.The geoid height was determined by GEOID03.
 NU1569
 NU1569;                    North         East     Units Scale Factor Converg.
 NU1569;SPC ID E     -    87,547.462   194,396.524   MT  0.99994775   -0 02 45.5
 NU1569;UTM  12      - 4,701,021.048   398,468.372   MT  0.99972683   -0 50 00.8
 NU1569
 NU1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1569!SPC ID E     -   0.99976322  x   0.99994775  =   0.99971099
 NU1569!UTM  12      -   0.99976322  x   0.99972683  =   0.99949012
 NU1569
 NU1569|---------------------------------------------------------------------|
 NU1569| PID    Reference Object                     Distance      Geod. Az  |
 NU1569|                                                           dddmmss.s |
 NU1569| CM5549 ELSIE RM 2                            9.307 METERS 18058     |
 NU1569| CM5547 ELSIE AZ MK                                        2563640.0 |
 NU1569| CM5548 ELSIE RM 1                            9.183 METERS 35616     |
 NU1569|---------------------------------------------------------------------|
 NU1569
 NU1569                          SUPERSEDED SURVEY CONTROL
 NU1569
 NU1569  NAD 83(1986)-  42 27 17.54727(N)    112 14 05.23679(W) AD(       ) 2
 NU1569  NAD 27      -  42 27 17.84730(N)    112 14 02.35370(W) AD(       ) 2
 NU1569  NGVD 29 (07/19/86) 1522.4    (m)         4995.     (f) VERT ANG       
 NU1569
 NU1569.Superseded values are not recommended for survey control.
 NU1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1569.See file dsdata.txt to determine how the superseded data were derived.
 NU1569
 NU1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9846801021(NAD 83)
 NU1569_MARKER: DS = TRIANGULATION STATION DISK
 NU1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1569
 NU1569  HISTORY     - Date     Condition        Report By
 NU1569  HISTORY     - 1960     MONUMENTED       CGS
 NU1569  HISTORY     - 1963     GOOD             CGS
 NU1569  HISTORY     - 1967     GOOD             USGS
 NU1569
 NU1569                          STATION DESCRIPTION
 NU1569
 NU1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1569'THE STATION IS 6 MILES NORTHWEST OF DOWNEY, 0.7 MILE WEST OF THE
 NU1569'MARSH VALLEY ROAD, AND ON THE SUMMIT OF THE FIRST PROMINENT
 NU1569'BENCH 0.15 MILE NORTH OF THE REESE CREEK ROAD.
 NU1569'
 NU1569'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 91
 NU1569'AND 191 IN DOWNEY, PROCEED NORTHERLY ALONG U.S. HIGHWAYS 91 AND
 NU1569'191 FOR 0.5 MILE TO AN OILED ROAD LEFT, TURN LEFT, WEST, FOLLOWING
 NU1569'THE OILED ROAD FOR 4.8 MILES TO A T ROAD INTERSECTION, TURN
 NU1569'RIGHT, NORTH, FOR 1.6 MILES TO A BLADED ROAD LEFT AT A RANCH ON
 NU1569'THE LEFT, TURN LEFT, WEST, UP THE CANYON FOR 0.7 MILE TO A WIRE
 NU1569'GATE ON THE RIGHT, CONTINUE WEST FOR 0.15 MILE TO END OF TRUCK
 NU1569'TRAVEL.  FROM HERE PACK NORTH UP THE FENCE LINE FOR 0.15 MILE
 NU1569'TO THE CREST OF THE RIDGE AND THE STATION SITE AT THE
 NU1569'SOUTHWEST EDGE OF THE CULTIVATED FIELD.  ABOUT 10 MINUTES
 NU1569'PACK.
 NU1569'
 NU1569'THE STATION AND UNDERGROUND MARKS, STAMPED ELSIE 1960, ARE
 NU1569'STANDARD DISKS WITH THE SURFACE MARK SET IN A CYLINDRICAL CONCRETE
 NU1569'POST PROJECTING 4 INCHES AND IS 4 FEET EAST OF THE FENCE LINE,
 NU1569'4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU1569'
 NU1569'THE REFERENCE MARKS ARE STANDARD DISKS EACH SET IN CYLINDRICAL
 NU1569'CONCRETE POSTS, EACH 2.5 FEET EAST OF THE FENCE LINE AND STAMPED
 NU1569'ELSIE 1960 NO 1 AND NO 2 RESPECTIVELY.
 NU1569'
 NU1569'THE AZIMUTH MARK, STAMPED ELSIE 1960, IS A STANDARD DISK SET IN
 NU1569'A CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE, 3 FEET WEST
 NU1569'OF A METAL WITNESS POST WITH SIGN ATTACHED, 1 FOOT SOUTH AND 1
 NU1569'FOOT EAST OF A SECTION LINE FENCE CORNER.  FROM THE END OF TRUCK
 NU1569'TRAVEL FOR THE STATION, CONTINUE WEST ON THE BLADED ROAD FOR 0.7
 NU1569'MILE TO THE MARK, ABOUT 30 FEET SOUTH OF THE CENTER OF THE
 NU1569'ROADWAY.
 NU1569
 NU1569                          STATION RECOVERY (1963)
 NU1569
 NU1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NU1569'THE STATION, REFERENCE MARKS 1, 2, AND THE AZIMUTH MARK WERE
 NU1569'RECOVERED AS DESCRIBED.  THE DESCRIPTION TO REACH THE STATION
 NU1569'IS ADEQUATE EXCEPT FOR THE 4.8 MILES TO A T INTERSECTION WHICH IS
 NU1569'4.2 MILES.
 NU1569
 NU1569                          STATION RECOVERY (1967)
 NU1569
 NU1569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU1569'STATION MARK--A STANDARD DISK STAMPED---ELSIE 1960---, SET IN A
 NU1569'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1371 ***********************************************************************
 OH1371  DESIGNATION -  EMMETT
 OH1371  PID         -  OH1371
 OH1371  STATE/COUNTY-  ID/GEM
 OH1371  USGS QUAD   -  SOUTHWEST EMMETT (1970)
 OH1371
 OH1371                         *CURRENT SURVEY CONTROL
 OH1371  ___________________________________________________________________
 OH1371* NAD 83(1992)-  43 51 14.74121(N)    116 32 24.96445(W)     ADJUSTED  
 OH1371* NAVD 88     -       721.0    (meters)    2365.     (feet)  VERTCON   
 OH1371  ___________________________________________________________________
 OH1371  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 OH1371  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 OH1371
 OH1371  HORZ ORDER  -  THIRD
 OH1371
 OH1371.The horizontal coordinates were established by classical geodetic methods
 OH1371.and adjusted by the National Geodetic Survey in July 1992..
 OH1371
 OH1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1371
 OH1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1371
 OH1371.The geoid height was determined by GEOID03.
 OH1371
 OH1371;                    North         East     Units Scale Factor Converg.
 OH1371;SPC ID W     -   243,284.573   736,464.649   MT  0.99998297   -0 32 51.1
 OH1371;UTM  11      - 4,855,770.380   536,948.834   MT  0.99961679   +0 19 06.7
 OH1371
 OH1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1371!SPC ID W     -   0.99988967  x   0.99998297  =   0.99987265
 OH1371!UTM  11      -   0.99988967  x   0.99961679  =   0.99950651
 OH1371
 OH1371:                Primary Azimuth Mark                     Grid Az
 OH1371:SPC ID W     -  EMMETT BOISE CASCADE CORP TANK           041 56 20.0
 OH1371:UTM  11      -  EMMETT BOISE CASCADE CORP TANK           041 04 22.2
 OH1371
 OH1371|---------------------------------------------------------------------|
 OH1371| PID    Reference Object                     Distance      Geod. Az  |
 OH1371|                                                           dddmmss.s |
 OH1371| OH1372 EMMETT BOISE CASCADE CORP TANK      APPROX. 2.9 KM 0412328.9 |
 OH1371| CD5048 EMMETT RM 1                          18.735 METERS 04745     |
 OH1371| OH1304 EMMETT MUNICIPAL TANK               APPROX. 4.4 KM 0543431.3 |
 OH1371| CD5047 EMMETT AZ MK                                       0685313.3 |
 OH1371| CD5049 EMMETT RM 2                          10.994 METERS 22803     |
 OH1371|---------------------------------------------------------------------|
 OH1371
 OH1371                          SUPERSEDED SURVEY CONTROL
 OH1371
 OH1371  NAD 83(1991)-  43 51 14.74077(N)    116 32 24.96310(W) AD(       ) 3
 OH1371  NAD 83(1986)-  43 51 14.74073(N)    116 32 24.96299(W) AD(       ) 3
 OH1371  NAD 27      -  43 51 15.14570(N)    116 32 21.46930(W) AD(       ) 3
 OH1371  NGVD 29 (07/19/86)  720.0    (m)         2362.     (f) VERT ANG       
 OH1371
 OH1371.Superseded values are not recommended for survey control.
 OH1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1371.See file dsdata.txt to determine how the superseded data were derived.
 OH1371
 OH1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ3694955770(NAD 83)
 OH1371_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1371
 OH1371  HISTORY     - Date     Condition        Report By
 OH1371  HISTORY     - 1959     MONUMENTED       CGS
 OH1371  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OH1371
 OH1371                          STATION DESCRIPTION
 OH1371
 OH1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1371'THE STATION IS LOCATED, AIRLINE, ABOUT 2 MILES SOUTHWEST OF
 OH1371'EMMETT, ABOUT 1/3 MILE NORTHWEST OF THE EMMETT MUNICIPAL AIRPORT
 OH1371'HANGER AND IS ON A HIGH BANK ON THE EASTERLY END OF A CANAL
 OH1371'AND NEAR THE SOUTHWEST END OF AN OLD GRAVEL PIT WHICH HAS
 OH1371'FILLED WITH WATER.
 OH1371'
 OH1371'TO REACH FROM THE POST OFFICE IN EMMETT, GO SOUTH ON N. HAYS
 OH1371'AVE. FOR 0.05 MILE TO MAIN STREET.  TURN RIGHT, ON MAIN STREET,
 OH1371'AND GO 0.05 MILE TO STATE HIGHWAY 52.  TURN LEFT, ON STATE
 OH1371'HIGHWAY 52, AND GO SOUTH FOR 0.9 MILE TO THE JUNCTION OF STATE
 OH1371'HIGHWAY 16 AND STATE HIGHWAY 52.  TURN RIGHT, ON STATE HIGHWAY
 OH1371'52, AND GO 1.6 MILES TO A SIDE ROAD ON THE LEFT, JUST BEFORE
 OH1371'CROSSING THE RAILROAD TRACKS.  TURN LEFT, ON SIDE ROAD, AND
 OH1371'GO 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 OH1371'STRAIGHT AHEAD FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 OH1371'RIGHT, ON THE SIDE ROAD, AND GO 0.3 MILE, ALONG THE NORTH
 OH1371'SIDE OF THE GOLF COURSE AND THE EMMETT MUNICIPAL AIRPORT,
 OH1371'TO THE STATION ON A HIGH BANK.
 OH1371'
 OH1371'THE STATION MARK, STAMPED EMMETT 1959, IS A STANDARD DISK
 OH1371'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT WHICH
 OH1371'PROJECTS ABOUT 2-INCHES.  IT IS 6.1 FEET SOUTHWEST OF A
 OH1371'WITNESS POST AND 5.5 FEET EAST OF A FENCE.
 OH1371'
 OH1371'REFERENCE MARK NUMBER ONE, STAMPED EMMETT NO 1 1959, IS A
 OH1371'STANDARD DISK SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 OH1371'MONUMENT WHICH PROJECTS ABOUT 4-INCHES.  IT IS ABOUT 3 FEET
 OH1371'LOWER THAN THE STATION AND 5.3 FEET EAST OF A FENCE.
 OH1371'
 OH1371'REFERENCE MARK NUMBER TWO, STAMPED EMMETT NO 2 1959, IS A
 OH1371'STANDARD DISK SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 OH1371'MONUMENT WHICH PROJECTS ABOUT 4-INCHES.  IT IS ABOUT 1-1/2
 OH1371'FEET LOWER THAN THE STATION AND IS 4.2 FEET EAST OF A FENCE.
 OH1371'
 OH1371'THE AZIMUTH MARK, STAMPED EMMETT 1959, IS A STANDARD DISK
 OH1371'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT WHICH
 OH1371'PROJECTS ABOUT 4-INCHES.  IT IS 1.9 FEET EAST OF A FENCE, 1.8
 OH1371'FEET SOUTH OF A POWER POLE AND 22.0 FEET WEST OF CENTERLINE
 OH1371'OF A GRAVEL ROAD.  TO REACH FROM THE STATION, GO EAST FOR 0.3
 OH1371'MILE TO A T-ROAD.  TURN LEFT, ON THE T-ROAD, AND GO NORTH FOR
 OH1371'0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OH1371
 OH1371                          STATION RECOVERY (1971)
 OH1371
 OH1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OH1371'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OH1371'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION
 OH1371'MARK, AND BOTH REFERENCE MARKS WERE THEN DESTROYED TO PERMIT
 OH1371'LANDSCAPING FOR A PLANNED RECREATIONAL AREA.  EMMETT 2 WAS
 OH1371'ESTABLISHED.  SEE DESCRIPTION THEREOF.
 OH1371'
 OH1371'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 OH1371'SOUTHWEST OF EMMETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1370 ***********************************************************************
 OH1370  DESIGNATION -  EMMETT 2
 OH1370  PID         -  OH1370
 OH1370  STATE/COUNTY-  ID/GEM
 OH1370  USGS QUAD   -  SOUTHWEST EMMETT (1970)
 OH1370
 OH1370                         *CURRENT SURVEY CONTROL
 OH1370  ___________________________________________________________________
 OH1370* NAD 83(1992)-  43 51 14.17294(N)    116 32 24.53905(W)     ADJUSTED  
 OH1370* NAVD 88     -       716.1    (meters)    2349.     (feet)  VERTCON   
 OH1370  ___________________________________________________________________
 OH1370  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 OH1370  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 OH1370
 OH1370  HORZ ORDER  -  THIRD
 OH1370
 OH1370.The horizontal coordinates were established by classical geodetic methods
 OH1370.and adjusted by the National Geodetic Survey in July 1992..
 OH1370.No horizontal observational check was made to the station.
 OH1370
 OH1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1370
 OH1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1370
 OH1370.The geoid height was determined by GEOID03.
 OH1370
 OH1370;                    North         East     Units Scale Factor Converg.
 OH1370;SPC ID W     -   243,266.944   736,473.981   MT  0.99998295   -0 32 50.8
 OH1370;UTM  11      - 4,855,752.900   536,958.429   MT  0.99961680   +0 19 07.0
 OH1370
 OH1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1370!SPC ID W     -   0.99989044  x   0.99998295  =   0.99987339
 OH1370!UTM  11      -   0.99989044  x   0.99961680  =   0.99950728
 OH1370
 OH1370:                Primary Azimuth Mark                     Grid Az
 OH1370:SPC ID W     -  EMMETT BOISE CASCADE CORP TANK           041 34 19.8
 OH1370:UTM  11      -  EMMETT BOISE CASCADE CORP TANK           040 42 22.0
 OH1370
 OH1370|---------------------------------------------------------------------|
 OH1370| PID    Reference Object                     Distance      Geod. Az  |
 OH1370|                                                           dddmmss.s |
 OH1370| OH1372 EMMETT BOISE CASCADE CORP TANK      APPROX. 2.9 KM 0410129.0 |
 OH1370| OH1304 EMMETT MUNICIPAL TANK               APPROX. 4.4 KM 0541854.4 |
 OH1370| CD5047 EMMETT AZ MK                                       0670647.6 |
 OH1370| CD5050 EMMETT 2 RM 3                        18.568 METERS 08451     |
 OH1370| CD5051 EMMETT 2 RM 4                        20.850 METERS 27459     |
 OH1370| OH1371 EMMETT                               19.947 METERS 33133     |
 OH1370|---------------------------------------------------------------------|
 OH1370
 OH1370                          SUPERSEDED SURVEY CONTROL
 OH1370
 OH1370  NAD 83(1991)-  43 51 14.17250(N)    116 32 24.53770(W) AD(       ) 3
 OH1370  NAD 83(1986)-  43 51 14.17245(N)    116 32 24.53758(W) AD(       ) 3
 OH1370  NAD 27      -  43 51 14.57742(N)    116 32 21.04391(W) AD(       ) 3
 OH1370  NGVD 29 (07/19/86)  715.1    (m)         2346.     (f) VERT ANG       
 OH1370
 OH1370.Superseded values are not recommended for survey control.
 OH1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1370.See file dsdata.txt to determine how the superseded data were derived.
 OH1370
 OH1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ3695855753(NAD 83)
 OH1370_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1370
 OH1370  HISTORY     - Date     Condition        Report By
 OH1370  HISTORY     - 1971     MONUMENTED       NGS
 OH1370
 OH1370                          STATION DESCRIPTION
 OH1370
 OH1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OH1370'THE STATION IS 2-1/2 MILES SOUTHWEST OF EMMETT, IN THE SOUTHEAST
 OH1370'1/4 SECTION 14, TOWNSHIP 6N, RANGE 2W, ON CITY OWNED PROPERTY,
 OH1370'NEAR THE NORTH FENCE ENCLOSING THE AIRPORT, AND GOLF COURSE.
 OH1370'THE CITY COUNCIL GAVE PERMISSION TO ESTABLISH THE STATION AT
 OH1370'THIS LOCATION.
 OH1370'
 OH1370'TO REACH THE STATION FROM THE EMMETT POST OFFICE GO SOUTH ON
 OH1370'N. HAYS AVENUE FOR 0.05 MILE TO MAIN STREET, TURN RIGHT, AND
 OH1370'GO WEST ON MAIN STREET FOR 0.05 MILE TO STATE HIGHWAY 52,
 OH1370'TURN LEFT, AND GO SOUTH ON STATE HIGHWAY 52 FOR 0.95 MILE
 OH1370'WHERE IT JUNCTIONS WITH STATE HIGHWAY 16, AT A T INTERSECTION.
 OH1370'TURN RIGHT, AND GO WEST ON STATE HIGHWAY 52 FOR 1.6 MILES TO AN
 OH1370'OFFSET CROSSROAD, JUST BEFORE CROSSING THE RAILROAD TRACKS,
 OH1370'TURN LEFT, AND GO SOUTH ON THE MACADAM ROAD FOR 0.35 MILE TO
 OH1370'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE MACADAM
 OH1370'ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO
 OH1370'WEST ON THE NORTH SIDE OF THE GOLF COURSE FOR 0.4 MILE TO
 OH1370'THE STATION ON THE LEFT.
 OH1370'
 OH1370'THE STATION MARK, STAMPED EMMETT 2 1971, IS A STANDARD DISK
 OH1370'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 OH1370'INCHES, 148 FEET EAST OF A 3-WAY FENCE CORNER, 7 FEET SOUTH
 OH1370'OF THE EAST-WEST FENCE THAT ENCLOSES THE GOLF COURSE, AND
 OH1370'AIRPORT, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 OH1370'
 OH1370'REFERENCE MARK NO. 3, STAMPED EMMETT 2 NO 3 1971, IS A STANDARD
 OH1370'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH1370'5 INCHES, 62 FEET EAST-NORTHEAST OF THE WITNESS POST, AND 1 FOOT
 OH1370'SOUTH OF THE EAST-WEST FENCE LINE.
 OH1370'
 OH1370'REFERENCE MARK NO. 4, STAMPED EMMETT 2 NO 4 1971, IS A STANDARD
 OH1370'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 OH1370'INCHES, 80 FEET EAST OF THE 3-WAY FENCE LINE, 70 FEET
 OH1370'WEST-NORTHWEST OF THE WITNESS POST, AND 1 FOOT SOUTH OF THE
 OH1370'EAST-WEST FENCE LINE.
 OH1370'
 OH1370'THE AZIMUTH MARK, STAMPED EMMETT 1959, IS A STANDARD DISK
 OH1370'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 OH1370'INCHES, 22 FEET WEST OF THE CENTER OF THE MACADAM ROAD, 2
 OH1370'FEET SOUTHEAST OF A T FENCE CORNER, 1.5 FEET SOUTH OF A POWER
 OH1370'POLE WITH A TRANSFORMER, AND WITNESS SIGN NAILED ON IT, AND
 OH1370'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1372 ***********************************************************************
 OH1372  DESIGNATION -  EMMETT BOISE CASCADE CORP TANK
 OH1372  PID         -  OH1372
 OH1372  STATE/COUNTY-  ID/GEM
 OH1372  USGS QUAD   -  SOUTHWEST EMMETT (1970)
 OH1372
 OH1372                         *CURRENT SURVEY CONTROL
 OH1372  ___________________________________________________________________
 OH1372* NAD 83(1992)-  43 52 25.67673(N)    116 30 58.52876(W)     ADJUSTED  
 OH1372* NAVD 88     -                                                        
 OH1372  ___________________________________________________________________
 OH1372  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 OH1372  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 OH1372
 OH1372  HORZ ORDER  -  THIRD
 OH1372
 OH1372.The horizontal coordinates were established by classical geodetic methods
 OH1372.and adjusted by the National Geodetic Survey in July 1992..
 OH1372
 OH1372
 OH1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1372
 OH1372.The geoid height was determined by GEOID03.
 OH1372
 OH1372;                    North         East     Units Scale Factor Converg.
 OH1372;SPC ID W     -   245,455.605   738,415.273   MT  0.99997996   -0 31 51.9
 OH1372;UTM  11      - 4,857,969.853   538,865.718   MT  0.99961858   +0 20 07.0
 OH1372
 OH1372                          SUPERSEDED SURVEY CONTROL
 OH1372
 OH1372  NAD 83(1986)-  43 52 25.67610(N)    116 30 58.52809(W) AD(       ) 4
 OH1372  NAD 27      -  43 52 26.07800(N)    116 30 55.03700(W) AD(       ) 3
 OH1372
 OH1372.Superseded values are not recommended for survey control.
 OH1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1372.See file dsdata.txt to determine how the superseded data were derived.
 OH1372
 OH1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ3886657970(NAD 83)
 OH1372
 OH1372  HISTORY     - Date     Condition        Report By
 OH1372  HISTORY     - 1959     MONUMENTED       CGS
 OH1372
 OH1372                          STATION DESCRIPTION
 OH1372
 OH1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1372'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST OF THE CENTER
 OH1372'OF THE TOWN OF EMMETT, AT THE BOISE CASCADE CORPORATION LUMBER
 OH1372'MILL.  THE TANK IS A STEEL TANK MOUNTED ON A FOUR LEGGED
 OH1372'STEEL STRUCTURE AND IS ABOUT 90 FEET HIGH AND PAINTED BLACK.
 OH1372'THE CENTER OF THE TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1304 ***********************************************************************
 OH1304  DESIGNATION -  EMMETT MUNICIPAL TANK
 OH1304  PID         -  OH1304
 OH1304  STATE/COUNTY-  ID/GEM
 OH1304  USGS QUAD   -  NORTHEAST EMMETT (1985)
 OH1304
 OH1304                         *CURRENT SURVEY CONTROL
 OH1304  ___________________________________________________________________
 OH1304* NAD 83(1992)-  43 52 36.49945(N)    116 29 46.00637(W)     ADJUSTED  
 OH1304* NAVD 88     -                                                        
 OH1304  ___________________________________________________________________
 OH1304  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 OH1304  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 OH1304
 OH1304  HORZ ORDER  -  THIRD
 OH1304
 OH1304.The horizontal coordinates were established by classical geodetic methods
 OH1304.and adjusted by the National Geodetic Survey in July 1992..
 OH1304
 OH1304
 OH1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1304
 OH1304.The geoid height was determined by GEOID03.
 OH1304
 OH1304;                    North         East     Units Scale Factor Converg.
 OH1304;SPC ID W     -   245,774.804   740,037.369   MT  0.99997754   -0 31 01.8
 OH1304;UTM  11      - 4,858,313.419   540,482.220   MT  0.99962016   +0 20 57.3
 OH1304
 OH1304                          SUPERSEDED SURVEY CONTROL
 OH1304
 OH1304  NAD 83(1986)-  43 52 36.49885(N)    116 29 46.00573(W) AD(       ) 4
 OH1304  NAD 27      -  43 52 36.90200(N)    116 29 42.51700(W) AD(       ) 3
 OH1304
 OH1304.Superseded values are not recommended for survey control.
 OH1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1304.See file dsdata.txt to determine how the superseded data were derived.
 OH1304
 OH1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4048258313(NAD 83)
 OH1304
 OH1304  HISTORY     - Date     Condition        Report By
 OH1304  HISTORY     - 1959     MONUMENTED       CGS
 OH1304
 OH1304                          STATION DESCRIPTION
 OH1304
 OH1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1304'THE STATION IS LOCATED IN THE TOWN OF EMMETT.
 OH1304'
 OH1304'THE TANK IS A STEEL TANK PAINTED GREY MOUNTED ON TOP OF A FOUR
 OH1304'LEGGED STEEL STRUCTURE AND IS ABOUT 150 FEET HIGH.  THE APEX
 OH1304'OF THE CONICAL ROOF WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0584 ***********************************************************************
 NT0584  DESIGNATION -  ENDERS
 NT0584  PID         -  NT0584
 NT0584  STATE/COUNTY-  ID/CARIBOU
 NT0584  USGS QUAD   -  CHINA HAT (1981)
 NT0584
 NT0584                         *CURRENT SURVEY CONTROL
 NT0584  ___________________________________________________________________
 NT0584* NAD 83(1992)-  42 50 49.42871(N)    111 33 01.13760(W)     ADJUSTED  
 NT0584* NAVD 88     -      1912.9    (meters)    6276.     (feet)  VERTCON   
 NT0584  ___________________________________________________________________
 NT0584  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 NT0584  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 NT0584
 NT0584  HORZ ORDER  -  SECOND
 NT0584
 NT0584.The horizontal coordinates were established by classical geodetic methods
 NT0584.and adjusted by the National Geodetic Survey in July 1992..
 NT0584
 NT0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0584
 NT0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0584
 NT0584.The geoid height was determined by GEOID03.
 NT0584
 NT0584;                    North         East     Units Scale Factor Converg.
 NT0584;SPC ID E     -   131,293.829   250,379.721   MT  0.99997858   +0 25 09.0
 NT0584;UTM  12      - 4,743,978.545   455,033.509   MT  0.99962487   -0 22 27.3
 NT0584
 NT0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0584!SPC ID E     -   0.99970194  x   0.99997858  =   0.99968052
 NT0584!UTM  12      -   0.99970194  x   0.99962487  =   0.99932692
 NT0584
 NT0584|---------------------------------------------------------------------|
 NT0584| PID    Reference Object                     Distance      Geod. Az  |
 NT0584|                                                           dddmmss.s |
 NT0584| CM5554 ENDERS RM 2                          13.259 METERS 00121     |
 NT0584| NT0586 WOODALL                             APPROX.10.8 KM 1661834.4 |
 NT0584| CM5553 ENDERS RM 1                          12.367 METERS 27020     |
 NT0584|---------------------------------------------------------------------|
 NT0584
 NT0584                          SUPERSEDED SURVEY CONTROL
 NT0584
 NT0584  NAD 83(1986)-  42 50 49.41987(N)    111 33 01.12790(W) AD(       ) 2
 NT0584  NAD 27      -  42 50 49.71070(N)    111 32 58.31910(W) AD(       ) 2
 NT0584  NGVD 29 (07/19/86) 1911.6    (m)         6272.     (f) VERT ANG       
 NT0584
 NT0584.Superseded values are not recommended for survey control.
 NT0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0584.See file dsdata.txt to determine how the superseded data were derived.
 NT0584
 NT0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN5503443979(NAD 83)
 NT0584_MARKER: DS = TRIANGULATION STATION DISK
 NT0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0584
 NT0584  HISTORY     - Date     Condition        Report By
 NT0584  HISTORY     - 1963     MONUMENTED       CGS
 NT0584
 NT0584                          STATION DESCRIPTION
 NT0584
 NT0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0584'THE STATION IS ABOUT 14-1/2 MILES NORTH OF SODA SPRINGS.  19-3/4
 NT0584'MILES NORTHEAST OF BANCROFT, ON THE HIGHEST POINT OF A GRASS
 NT0584'AND BRUSH COVERED RIDGE THAT EXTENDS EAST AND WEST.
 NT0584'
 NT0584'TO REACH THE STATION FROM THE CITY HALL IN SODA SPRINGS, GO
 NT0584'NORTH, EAST AND NORTHERLY ON STATE HIGHWAY 34 FOR 2.6 MILES
 NT0584'TO A FORK AND A SIGN MONSANTO CHEMICAL COMPANY.  TAKE THE RIGHT
 NT0584'FORK AND CONTINUE NORTHERLY ON THE HIGHWAY FOR 1.0 MILE TO A
 NT0584'CROSSROAD AND A TRAFFIC LIGHT.  CONTINUE NORTH ON THE HIGHWAY FOR
 NT0584'2.5 MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN CONDA 2 MILES.
 NT0584'CONTINUE NORTH ON THE HIGHWAY FOR 8.7 MILES TO A CATTLE GUARD
 NT0584'SPANNING THE HIGHWAY AND A TRACK ROAD ON THE LEFT AND (USGS)
 NT0584'B M 6205.  TURN LEFT AND GO WEST ALONG THE NORTH SIDE OF A
 NT0584'FENCE FOR 0.25 MILE TO THE STATION ON THE LEFT.
 NT0584'
 NT0584'THE STATION MARK IS A STANDARD DISK, STAMPED ENDERS 1963, SET
 NT0584'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 NT0584'INCHES.  IT IS 4.2 FEET NORTH OF AN EAST-WEST FENCE, 4.7 FEET
 NT0584'SOUTH OF THE CENTERLINE OF THE TRACK ROAD AND 4.4 FEET NORTHWEST
 NT0584'OF A WITNESS POST.
 NT0584'
 NT0584'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ENDERS NO 1 1963,
 NT0584'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 NT0584'GROUND.  IT IS 3.7 FEET NORTH OF THE FENCE AND 9.3 FEET SOUTH
 NT0584'OF THE CENTERLINE OF THE ROAD AND AT ABOUT THE SAME ELEVATION
 NT0584'AS THE STATION.
 NT0584'
 NT0584'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ENDERS NO 2 1963,
 NT0584'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 NT0584'INCHES.  IT IS 47.2 FEET NORTH OF THE FENCE, 36.3 FEET NORTH OF
 NT0584'THE CENTERLINE OF THE ROAD AND AT ABOUT THE SAME ELEVATION
 NT0584'AS THE STATION.
 NT0584'
 NT0584'(USGS) B M 6205 IS A BRASS CAP OF THE UNITED STATES GEOLOGICAL
 NT0584'SURVEY FASTENED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS
 NT0584'ABOUT 2-1/2 FEET ABOVE THE GROUND.  THE BASE OF THE PIPE IS
 NT0584'REINFORCED WITH A 12 INCH SQUARE CONCRETE BLOCK THAT IS 12 INCHES
 NT0584'THICK.  IT IS 51.2 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 NT0584'34, 22.0 FEET NORTHWEST OF A POWER LINE POLE, 86.6 FEET NORTH OF
 NT0584'THE CENTERLINE OF THE TRACK ROAD AND 1.8 FEET SOUTH OF A
 NT0584'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0530 ***********************************************************************
 NT0530  DESIGNATION -  ENOCH
 NT0530  PID         -  NT0530
 NT0530  STATE/COUNTY-  ID/CARIBOU
 NT0530  USGS QUAD   -  WAYAN WEST (1980)
 NT0530
 NT0530                         *CURRENT SURVEY CONTROL
 NT0530  ___________________________________________________________________
 NT0530* NAD 83(1992)-  42 54 11.60423(N)    111 25 23.72427(W)     ADJUSTED  
 NT0530* NAVD 88     -      2384.5    (meters)    7823.     (feet)  VERTCON   
 NT0530  ___________________________________________________________________
 NT0530  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 NT0530  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 NT0530
 NT0530  HORZ ORDER  -  THIRD
 NT0530
 NT0530.The horizontal coordinates were established by classical geodetic methods
 NT0530.and adjusted by the National Geodetic Survey in July 1992..
 NT0530
 NT0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0530
 NT0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0530
 NT0530.The geoid height was determined by GEOID03.
 NT0530
 NT0530;                    North         East     Units Scale Factor Converg.
 NT0530;SPC ID E     -   137,616.169   260,710.346   MT  0.99999269   +0 30 22.0
 NT0530;UTM  12      - 4,750,154.894   465,446.923   MT  0.99961469   -0 17 17.3
 NT0530
 NT0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0530!SPC ID E     -   0.99962797  x   0.99999269  =   0.99962066
 NT0530!UTM  12      -   0.99962797  x   0.99961469  =   0.99924280
 NT0530
 NT0530:                Primary Azimuth Mark                     Grid Az
 NT0530:SPC ID E     -  HENRY RESET                              038 08 56.1
 NT0530:UTM  12      -  HENRY RESET                              038 56 35.4
 NT0530
 NT0530|---------------------------------------------------------------------|
 NT0530| PID    Reference Object                     Distance      Geod. Az  |
 NT0530|                                                           dddmmss.s |
 NT0530| NT0529 HENRY RESET                         APPROX. 2.5 KM 0383918.1 |
 NT0530|---------------------------------------------------------------------|
 NT0530
 NT0530                          SUPERSEDED SURVEY CONTROL
 NT0530
 NT0530  NAD 83(1986)-  42 54 11.59545(N)    111 25 23.71430(W) AD(       ) 3
 NT0530  NAD 27      -  42 54 11.88000(N)    111 25 20.92473(W) AD(       ) 3
 NT0530  NGVD 29 (07/19/86) 2383.2    (m)         7819.     (f) VERT ANG       
 NT0530
 NT0530.Superseded values are not recommended for survey control.
 NT0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0530.See file dsdata.txt to determine how the superseded data were derived.
 NT0530
 NT0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN6544750155(NAD 83)
 NT0530_MARKER: DD = SURVEY DISK
 NT0530_SETTING: 66 = SET IN ROCK OUTCROP
 NT0530_SP_SET: SET IN ROCK OUTCROP
 NT0530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0530+STABILITY: POSITION/ELEVATION WELL
 NT0530
 NT0530  HISTORY     - Date     Condition        Report By
 NT0530  HISTORY     - 1948     MONUMENTED       USGS
 NT0530
 NT0530                          STATION DESCRIPTION
 NT0530
 NT0530'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NT0530'LOCATED ABOUT 6.6 MI. (AIRLINE) NNW. OF STOCKING RANCH, ABOUT 5.5 MI.
 NT0530'E. OF HENRY, ON PROMINENT MOUNTAIN.
 NT0530'
 NT0530'TO REACH FROM SODA SPRINGS POST OFFICE, DRIVE N. FOR 0.05 MI. TO MAIN
 NT0530'STREET, TURN RIGHT 0.1 MI. TO TRACKS, CROSS TRACKS AND DRIVE 0.05 MI.,
 NT0530'TURN RIGHT AND CONTINUE ALONG PAVED RD. FOR 3.3 MI. TO RD. FORKS, TAKE
 NT0530'RIGHT FORK ACROSS TRACKS AND FOLLOW TRAIL CANYON RD. FOR 5.95 MI. TO
 NT0530'RD. FORKS, TAKE LEFT FORK AND DRIVE 0.8 MI., TAKE RIGHT FORK 6.65 MI.
 NT0530'TO RD. FORKS, TAKE RIGHT FORK AND CONTINUE 0.3 MI. TO RD. FORKS, TAKE
 NT0530'RIGHT FORK 1.6 MI. TO RD. TO RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN
 NT0530'GRAVEL RD. FOR 5.9 MI. TO RD. FORKS, TAKE LEFT FORK 1.5 MI. TO RD. TO
 NT0530'LEFT, TURN LEFT ONTO RASMUSSEN RD. AND DRIVE 4.8 MI. ALONG SHEEP CREEK
 NT0530'RD. TO RD. TO RIGHT, TURN RIGHT AT SIGN --SHEEP CREEK ROAD-- AND DRIVE
 NT0530'0.3 MI. TO RD. FORKS, TAKE LEFT FORK AND GO 0.85 MI. TO RD. FORKS,
 NT0530'TAKE LEFT FORK ONTO TRACK RD. FOR 1.2 MI. TO END OF TRUCK TRAVEL.
 NT0530'PACK W. UP DRAIN TO RIDGE, THENCE FOLLOW RIDGE NW. TO HIGHEST POINT
 NT0530'AND STATION.  A 45-MINUTE PACK.
 NT0530'
 NT0530'STATION MARK--STANDARD TABLET STAMPED---ENOCH 1948---, CEMENTED IN
 NT0530'SOLID ROCK BURIED IN GROUND.
 NT0530'
 NT0530'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NT0530'---NO 1---, CEMENTED IN SOLID ROCK OUTCROP, 47.92 FT. FROM STATION
 NT0530'MARK, S 09 DEG 22 MIN E.
 NT0530'
 NT0530'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NT0530'---NO 2---, CEMENTED IN SOLID ROCK OUTCROP, 52.26 FT. FROM STATION
 NT0530'MARK, S 51 DEG 45 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH7373 ***********************************************************************
 AH7373  DESIGNATION -  EQUINO 1
 AH7373  PID         -  AH7373
 AH7373  STATE/COUNTY-  ID/ADA
 AH7373  USGS QUAD   -  EAGLE (1979)
 AH7373
 AH7373                         *CURRENT SURVEY CONTROL
 AH7373  ___________________________________________________________________
 AH7373* NAD 83(1986)-  43 41 41.     (N)    116 18 47.     (W)     SCALED    
 AH7373* NAVD 88     -       805.501  (meters)    2642.71   (feet)  ADJUSTED  
 AH7373  ___________________________________________________________________
 AH7373  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 AH7373  DYNAMIC HT  -         805.197 (meters)    2641.72  (feet)  COMP
 AH7373  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 AH7373
 AH7373  VERT ORDER  -  SECOND    CLASS II
 AH7373
 AH7373.The horizontal coordinates were scaled from a topographic map and have
 AH7373.an estimated accuracy of +/- 6 seconds.
 AH7373
 AH7373.The orthometric height was determined by differential leveling
 AH7373.and adjusted by the National Geodetic Survey in July 2002..
 AH7373
 AH7373.The geoid height was determined by GEOID03.
 AH7373
 AH7373.The dynamic height is computed by dividing the NAVD 88
 AH7373.geopotential number by the normal gravity value computed on the
 AH7373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7373.degrees latitude (g = 980.6199 gals.).
 AH7373
 AH7373.The modeled gravity was interpolated from observed gravity values.
 AH7373
 AH7373;                    North         East    Units  Estimated Accuracy
 AH7373;SPC ID W     -   225,430.      754,610.      MT  (+/- 180 meters Scaled)
 AH7373
 AH7373                          SUPERSEDED SURVEY CONTROL
 AH7373
 AH7373.No superseded survey control is available for this station.
 AH7373
 AH7373_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ553381(NAD 83)
 AH7373_MARKER: A = ALUMINUM MARKER
 AH7373_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH7373_SP_SET: BRIDGE WINGWALL
 AH7373_STAMPING: EQUINO 1 1998
 AH7373_MARK LOGO: EQUINO
 AH7373_PROJECTION: FLUSH
 AH7373_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7373
 AH7373  HISTORY     - Date     Condition        Report By
 AH7373  HISTORY     - 1998     MONUMENTED       EQUINO
 AH7373
 AH7373                          STATION DESCRIPTION
 AH7373
 AH7373'DESCRIBED BY EQUINOX INC 1998 (RLB)
 AH7373'TO REACH FROM THE COURTHOUSE IN BOISE, GO NORTHWEST ON STATE STREET
 AH7373'AND STATE HIGHWAY 44 FOR 11.85 KM (7.35 MI) TO THE JUNCTION OF STATE
 AH7373'HIGHWAY 44 (STATE STREET) AND HORSESHOE BEND ROAD.  PROCEED NORTH ON
 AH7373'HORSESHOE BEND ROAD FOR 1.05 KM (0.65 MI) TO A BRIDGE OVER AN
 AH7373'IRRIGATION CANAL AND THE MARK ON THE RIGHT (EAST) SIDE OF THE ROAD.
 AH7373'THE MARK IS A 1.5 INCH DIAMETER ALUMINUM CAP SET ON THE TOP OF THE
 AH7373'SOUTHEAST WING WALL OF THE BRIDGE, FLUSH WITH THE CONCRETE SURFACE AND
 AH7373'STAMPED, EQUINO 1, 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0730 ***********************************************************************
 QA0730  DESIGNATION -  ESTES MOUNTAIN
 QA0730  PID         -  QA0730
 QA0730  STATE/COUNTY-  ID/CUSTER
 QA0730  USGS QUAD   -  CUSTER (1963)
 QA0730
 QA0730                         *CURRENT SURVEY CONTROL
 QA0730  ___________________________________________________________________
 QA0730* NAD 83(1992)-  44 26 43.50518(N)    114 42 41.73525(W)     ADJUSTED  
 QA0730* NAVD 88     -      2940.7    (meters)    9648.     (feet)  VERTCON   
 QA0730  ___________________________________________________________________
 QA0730  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 QA0730  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 QA0730
 QA0730  HORZ ORDER  -  THIRD
 QA0730  VERT ORDER  -  THIRD ? (See Below)
 QA0730
 QA0730.The horizontal coordinates were established by classical geodetic methods
 QA0730.and adjusted by the National Geodetic Survey in July 1992..
 QA0730
 QA0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0730.The vertical order pertains to the NGVD 29 superseded value.
 QA0730
 QA0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0730
 QA0730.The geoid height was determined by GEOID03.
 QA0730
 QA0730;                    North         East     Units Scale Factor Converg.
 QA0730;SPC ID C     -   308,932.239   443,357.489   MT  0.99998681   -0 29 53.9
 QA0730;UTM  11      - 4,923,893.412   682,093.851   MT  1.00000779   +1 36 10.3
 QA0730
 QA0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0730!SPC ID C     -   0.99954111  x   0.99998681  =   0.99952792
 QA0730!UTM  11      -   0.99954111  x   1.00000779  =   0.99954889
 QA0730
 QA0730:                Primary Azimuth Mark                     Grid Az
 QA0730:SPC ID C     -  MT JORDAN                                297 43 49.3
 QA0730:UTM  11      -  MT JORDAN                                295 37 45.1
 QA0730
 QA0730|---------------------------------------------------------------------|
 QA0730| PID    Reference Object                     Distance      Geod. Az  |
 QA0730|                                                           dddmmss.s |
 QA0730| QA0745 MT JORDAN                           APPROX. 6.1 KM 2971355.4 |
 QA0730|---------------------------------------------------------------------|
 QA0730
 QA0730                          SUPERSEDED SURVEY CONTROL
 QA0730
 QA0730  NAD 83(1986)-  44 26 43.50394(N)    114 42 41.72975(W) AD(       ) 3
 QA0730  NAD 27      -  44 26 43.81475(N)    114 42 38.45372(W) AD(       ) 3
 QA0730  NGVD 29 (07/19/86) 2939.2    (m)         9643.     (f) LEVELING    3  
 QA0730
 QA0730.Superseded values are not recommended for survey control.
 QA0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0730.See file dsdata.txt to determine how the superseded data were derived.
 QA0730
 QA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK8209423893(NAD 83)
 QA0730_MARKER: DD = SURVEY DISK
 QA0730_SETTING: 80 = SET IN A BOULDER
 QA0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0730+STABILITY: SURFACE MOTION
 QA0730
 QA0730  HISTORY     - Date     Condition        Report By
 QA0730  HISTORY     - 1915     MONUMENTED       USGS
 QA0730  HISTORY     - 1961     GOOD             USGS
 QA0730
 QA0730                          STATION DESCRIPTION
 QA0730
 QA0730'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 QA0730'STATION MARK--STANDARD TABLET, UNSTAMPED, IN ROCK UNDER LARGE
 QA0730'MONUMENT.
 QA0730'
 QA0730'RM 1--CHISELED CROSS ON ROCK NW.
 QA0730
 QA0730                          STATION RECOVERY (1961)
 QA0730
 QA0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QA0730'RECOVERED AS DESCRIBED.  SPIRIT LEVEL ELEVATION
 QA0730'DETERMINED AND MARK STAMPED IN 1916.
 QA0730'
 QA0730'LOCATED ABOUT 23 MI W. OF CHALLIS, ABOUT 13 MI N. OF SUNBEAM POST
 QA0730'OFFICE.  ON HIGHEST POINT OF ESTES MOUNTAIN.
 QA0730'
 QA0730'TO REACH FROM SUNBEAM POST OFFICE, GO 8.0 MI N. ON YANKEE FORK
 QA0730'RD. TO JCT.  TAKE RIGHT FORK UP YANKEE FORK 6.5 MI TO JCT. OF 8
 QA0730'MILE CREEK RD.  GO NW. ON 8 MILE CREEK RD. 6.2 MI TO INACTIVE
 QA0730'MINE AND END OF TRUCK TRAVEL.  PACK W. TO HIGHEST POINT OF ESTES
 QA0730'MTN. AND STATION.  A 15-MINUTE PACK.
 QA0730'
 QA0730'STATION MARK--STANDARD TABLET STAMPED---9639 1916,---SET IN ROCK.
 QA0730'
 QA0730'RMS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0657 ***********************************************************************
 OX0657  DESIGNATION -  ET 4 CGM
 OX0657  PID         -  OX0657
 OX0657  STATE/COUNTY-  ID/BONNEVILLE
 OX0657  USGS QUAD   -  WHEATON MTN (1966)
 OX0657
 OX0657                         *CURRENT SURVEY CONTROL
 OX0657  ___________________________________________________________________
 OX0657* NAD 83(1992)-  43 31 37.88490(N)    111 26 31.02061(W)     ADJUSTED  
 OX0657* NAVD 88     -      1791.1    (meters)    5876.     (feet)  VERTCON   
 OX0657  ___________________________________________________________________
 OX0657  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 OX0657  GEOID HEIGHT-         -10.44  (meters)                     GEOID03
 OX0657
 OX0657  HORZ ORDER  -  THIRD
 OX0657
 OX0657.The horizontal coordinates were established by classical geodetic methods
 OX0657.and adjusted by the National Geodetic Survey in July 1992..
 OX0657
 OX0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0657
 OX0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0657
 OX0657.The geoid height was determined by GEOID03.
 OX0657
 OX0657;                    North         East     Units Scale Factor Converg.
 OX0657;SPC ID E     -   206,920.363   258,583.354   MT  0.99998957   +0 29 56.9
 OX0657;UTM  12      - 4,819,455.944   464,286.854   MT  0.99961569   -0 18 15.7
 OX0657
 OX0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0657!SPC ID E     -   0.99972085  x   0.99998957  =   0.99971042
 OX0657!UTM  12      -   0.99972085  x   0.99961569  =   0.99933665
 OX0657
 OX0657:                Primary Azimuth Mark                     Grid Az
 OX0657:SPC ID E     -  19 F 864                                 104 06 17.3
 OX0657:UTM  12      -  19 F 864                                 104 54 29.9
 OX0657
 OX0657|---------------------------------------------------------------------|
 OX0657| PID    Reference Object                     Distance      Geod. Az  |
 OX0657|                                                           dddmmss.s |
 OX0657| OX0656 19 F 864                            APPROX. 4.6 KM 1043614.2 |
 OX0657|---------------------------------------------------------------------|
 OX0657
 OX0657                          SUPERSEDED SURVEY CONTROL
 OX0657
 OX0657  NAD 83(1986)-  43 31 37.87734(N)    111 26 31.00550(W) AD(       ) 3
 OX0657  NAD 27      -  43 31 38.19129(N)    111 26 28.16926(W) AD(       ) 3
 OX0657  NGVD 29 (07/19/86) 1789.9    (m)         5872.     (f) VERT ANG       
 OX0657
 OX0657.Superseded values are not recommended for survey control.
 OX0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0657.See file dsdata.txt to determine how the superseded data were derived.
 OX0657
 OX0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP6428719456(NAD 83)
 OX0657_MARKER: DD = SURVEY DISK
 OX0657_SETTING: 80 = SET IN A BOULDER
 OX0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0657+STABILITY: SURFACE MOTION
 OX0657
 OX0657  HISTORY     - Date     Condition        Report By
 OX0657  HISTORY     - 1966     MONUMENTED       USGS
 OX0657
 OX0657                          STATION DESCRIPTION
 OX0657
 OX0657'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0657'LOCATED ABOUT 11 MI. (AIRLINE) NW. OF IRWIN, ABOUT 7.5 MI. NW. OF
 OX0657'SWAN VALLEY, ON HIGH POINT OF LOW HILL.
 OX0657'
 OX0657'TO REACH FROM POST OFFICE IN SWAN VALLEY, DRIVE N. ON U.S. HIGHWAY
 OX0657'21 FOR 12.3 MI. TO A T-RD. RIGHT, TURN RIGHT AND FOLLOW DIRT RD. FOR
 OX0657'3.6 MI. TO A RD. FORK, TAKE S. FORK AND FOLLOW FOR 0.7 MI. TO A
 OX0657'200 GALLON OIL TANK ON A STAND, CONTINUE E. AND S. ALONG RD. AND
 OX0657'EDGE OF FIELDS TO END OF TRUCK TRAVEL, WALK S. FOR 15-MINUTE TO
 OX0657'TOP AND STATION.
 OX0657'
 OX0657'STATION MARK--A STANDARD TABLET STAMPED ---ET 4 CGM 1966--- CEMENTED
 OX0657'IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0693 ***********************************************************************
 OX0693  DESIGNATION -  ET 5 CGM
 OX0693  PID         -  OX0693
 OX0693  STATE/COUNTY-  ID/BONNEVILLE
 OX0693  USGS QUAD   -  CONANT VALLEY (1966)
 OX0693
 OX0693                         *CURRENT SURVEY CONTROL
 OX0693  ___________________________________________________________________
 OX0693* NAD 83(1992)-  43 26 15.74574(N)    111 22 43.00937(W)     ADJUSTED  
 OX0693* NAVD 88     -      1710.1    (meters)    5611.     (feet)  VERTCON   
 OX0693  ___________________________________________________________________
 OX0693  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 OX0693  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 OX0693
 OX0693  HORZ ORDER  -  THIRD
 OX0693
 OX0693.The horizontal coordinates were established by classical geodetic methods
 OX0693.and adjusted by the National Geodetic Survey in July 1992..
 OX0693
 OX0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0693
 OX0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0693
 OX0693.The geoid height was determined by GEOID03.
 OX0693
 OX0693;                    North         East     Units Scale Factor Converg.
 OX0693;SPC ID E     -   197,025.623   263,797.348   MT  0.99999742   +0 32 30.7
 OX0693;UTM  12      - 4,809,492.904   469,359.766   MT  0.99961155   -0 15 37.2
 OX0693
 OX0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0693!SPC ID E     -   0.99973354  x   0.99999742  =   0.99973096
 OX0693!UTM  12      -   0.99973354  x   0.99961155  =   0.99934520
 OX0693
 OX0693:                Primary Azimuth Mark                     Grid Az
 OX0693:SPC ID E     -  19 F 864                                 354 59 24.8
 OX0693:UTM  12      -  19 F 864                                 355 47 32.7
 OX0693
 OX0693|---------------------------------------------------------------------|
 OX0693| PID    Reference Object                     Distance      Geod. Az  |
 OX0693|                                                           dddmmss.s |
 OX0693| OX0656 19 F 864                            APPROX. 8.8 KM 3553155.5 |
 OX0693|---------------------------------------------------------------------|
 OX0693
 OX0693                          SUPERSEDED SURVEY CONTROL
 OX0693
 OX0693  NAD 83(1986)-  43 26 15.73807(N)    111 22 42.99497(W) AD(       ) 3
 OX0693  NAD 27      -  43 26 16.04679(N)    111 22 40.17190(W) AD(       ) 3
 OX0693  NGVD 29 (07/19/86) 1708.9    (m)         5607.     (f) VERT ANG       
 OX0693
 OX0693.Superseded values are not recommended for survey control.
 OX0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0693.See file dsdata.txt to determine how the superseded data were derived.
 OX0693
 OX0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP6936009493(NAD 83)
 OX0693_MARKER: DD = SURVEY DISK
 OX0693_SETTING: 0 = UNSPECIFIED SETTING
 OX0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0693
 OX0693  HISTORY     - Date     Condition        Report By
 OX0693  HISTORY     - 1966     MONUMENTED       USGS
 OX0693
 OX0693                          STATION DESCRIPTION
 OX0693
 OX0693'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0693'LOCATED ABOUT 4.6 MI. (AIRLINE) NW. OF IRWIN, ABOUT 2.4 MI. SE. OF
 OX0693'SNAKE RIVER RANGER STATION, ON NOSE OF A SAGEBRUSH-COVERED RIDGE.
 OX0693'
 OX0693'TO REACH FROM POST OFFICE IN SWAN VALLEY, DRIVE N. ON U.S. HIGHWAY
 OX0693'21 FOR 2.9 MI. TO BRIDGE CROSSING SNAKE RIVER, CROSS BRIDGE AND TURN
 OX0693'LEFT ON DIRT RD. FOR 2.1 MI. TO A T-RD. E., TURN E. AND FOLLOW RD.
 OX0693'FOR 0.7 MI. TO Y-RD. RIGHT, TURN RIGHT AND FOLLOW FOR 0.3 MI. TO
 OX0693'GATE, PASS THROUGH GATE AND CONTINUE TO A SECOND GATE, PASS THROUGH
 OX0693'GATE AND TURN LEFT CROSS-COUNTRY FOR 0.1 MI. TO STATION.
 OX0693'
 OX0693'STATION MARK--A STANDARD TABLET STAMPED ---ET 5 CGM 1966--- IN
 OX0693'CONCRETE POST PROJECTING 0.8 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0689 ***********************************************************************
 OX0689  DESIGNATION -  ET 6 CGM
 OX0689  PID         -  OX0689
 OX0689  STATE/COUNTY-  ID/BONNEVILLE
 OX0689  USGS QUAD   -  SWAN VALLEY (1966)
 OX0689
 OX0689                         *CURRENT SURVEY CONTROL
 OX0689  ___________________________________________________________________
 OX0689* NAD 83(1992)-  43 26 23.01976(N)    111 15 25.57928(W)     ADJUSTED  
 OX0689* NAVD 88     -      1766.7    (meters)    5796.     (feet)  VERTCON   
 OX0689  ___________________________________________________________________
 OX0689  LAPLACE CORR-          12.68  (seconds)                    DEFLEC99
 OX0689  GEOID HEIGHT-         -10.18  (meters)                     GEOID03
 OX0689
 OX0689  HORZ ORDER  -  THIRD
 OX0689
 OX0689.The horizontal coordinates were established by classical geodetic methods
 OX0689.and adjusted by the National Geodetic Survey in July 1992..
 OX0689
 OX0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0689
 OX0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0689
 OX0689.The geoid height was determined by GEOID03.
 OX0689
 OX0689;                    North         East     Units Scale Factor Converg.
 OX0689;SPC ID E     -   197,350.304   273,631.730   MT  1.00001403   +0 37 31.6
 OX0689;UTM  12      - 4,809,679.792   479,193.822   MT  0.99960532   -0 10 36.4
 OX0689
 OX0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0689!SPC ID E     -   0.99972463  x   1.00001403  =   0.99973865
 OX0689!UTM  12      -   0.99972463  x   0.99960532  =   0.99933006
 OX0689
 OX0689:                Primary Azimuth Mark                     Grid Az
 OX0689:SPC ID E     -  ET 7 CGM                                 174 28 47.7
 OX0689:UTM  12      -  ET 7 CGM                                 175 16 55.7
 OX0689
 OX0689|---------------------------------------------------------------------|
 OX0689| PID    Reference Object                     Distance      Geod. Az  |
 OX0689|                                                           dddmmss.s |
 OX0689| OX0675 ET 7 CGM                            APPROX. 8.5 KM 1750619.3 |
 OX0689|---------------------------------------------------------------------|
 OX0689
 OX0689                          SUPERSEDED SURVEY CONTROL
 OX0689
 OX0689  NAD 83(1986)-  43 26 23.01185(N)    111 15 25.56496(W) AD(       ) 3
 OX0689  NAD 27      -  43 26 23.31313(N)    111 15 22.75467(W) AD(       ) 3
 OX0689  NGVD 29 (07/19/86) 1765.5    (m)         5792.     (f) VERT ANG       
 OX0689
 OX0689.Superseded values are not recommended for survey control.
 OX0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0689.See file dsdata.txt to determine how the superseded data were derived.
 OX0689
 OX0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7919409680(NAD 83)
 OX0689_MARKER: DD = SURVEY DISK
 OX0689_SETTING: 0 = UNSPECIFIED SETTING
 OX0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0689
 OX0689  HISTORY     - Date     Condition        Report By
 OX0689  HISTORY     - 1966     MONUMENTED       USGS
 OX0689
 OX0689                          STATION DESCRIPTION
 OX0689
 OX0689'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0689'LOCATED ABOUT 4.5 MI. E. OF SWAN VALLEY, 3.8 MI. NE. OF IRWIN ON A
 OX0689'SMALL TOP ALONG A SMALL RIDGE, 63 FT. SW. OF A 6-IN. JUNIPER TREE,
 OX0689'50 FT. SW. OF THE HIGHEST POINT OF THE TOP AND 12 FT. S. OF THE
 OX0689'CENTERLINE OF A FAINT RD.
 OX0689'
 OX0689'TO REACH FROM SWAN VALLEY POST OFFICE, GO SE. ON U.S. HIGHWAY 26 FOR
 OX0689'1.1 MI. TO THE L.D.S. CHURCH, TURN LEFT (DUE E.) AND FOLLOW RD.
 OX0689'GENERALLY E. FOR 1.9 MI. TO A T-RD. TURN RIGHT AND GO S. 0.5 MI. TO
 OX0689'A T RD. LEFT, TURN LEFT (E.) AND GO 0.6 MI. TO A RANCH HOUSE ON LEFT,
 OX0689'ASK PERMISSION TO CONTINUE E. 0.2 MI. TO A SMALL DITCH AND GATE,
 OX0689'TURN RIGHT THROUGH GATE AND FOLLOW WINDING RD. THAT DROPS DOWN INTO A
 OX0689'FIELD AND THROUGH FIELD FOR 0.5 MI. TO A GATE, GO THROUGH GATE AND
 OX0689'TURN LEFT AND FOLLOW TRACK RD. GENERALLY UP A DRAW FOR 0.4 MI. TO A
 OX0689'GATE, GO THROUGH GATE AND TURN SHARP RIGHT ALONG FENCE FOR 0.05 MI.,
 OX0689'THEN TURN LEFT UP SUMMIT OF RIDGE 0.2 MI. TO SMALL TOP AND STATION ON
 OX0689'RIGHT.
 OX0689'
 OX0689'STATION MARK--A STANDARD TABLET STAMPED ---ET 6 CGM 1966--- SET IN A
 OX0689'CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0675 ***********************************************************************
 OX0675  DESIGNATION -  ET 7 CGM
 OX0675  PID         -  OX0675
 OX0675  STATE/COUNTY-  ID/BONNEVILLE
 OX0675  USGS QUAD   -  PALISADES DAM (1966)
 OX0675
 OX0675                         *CURRENT SURVEY CONTROL
 OX0675  ___________________________________________________________________
 OX0675* NAD 83(1992)-  43 21 48.40952(N)    111 14 53.34734(W)     ADJUSTED  
 OX0675* NAVD 88     -      1832.6    (meters)    6012.     (feet)  VERTCON   
 OX0675  ___________________________________________________________________
 OX0675  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 OX0675  GEOID HEIGHT-         -10.30  (meters)                     GEOID03
 OX0675
 OX0675  HORZ ORDER  -  THIRD
 OX0675
 OX0675.The horizontal coordinates were established by classical geodetic methods
 OX0675.and adjusted by the National Geodetic Survey in July 1992..
 OX0675
 OX0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0675
 OX0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0675
 OX0675.The geoid height was determined by GEOID03.
 OX0675
 OX0675;                    North         East     Units Scale Factor Converg.
 OX0675;SPC ID E     -   188,883.818   274,449.886   MT  1.00001553   +0 37 50.5
 OX0675;UTM  12      - 4,801,206.161   479,893.156   MT  0.99960497   -0 10 13.4
 OX0675
 OX0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0675!SPC ID E     -   0.99971431  x   1.00001553  =   0.99972984
 OX0675!UTM  12      -   0.99971431  x   0.99960497  =   0.99931940
 OX0675
 OX0675:                Primary Azimuth Mark                     Grid Az
 OX0675:SPC ID E     -  PALISADES DAM NE END                     129 32 20.9
 OX0675:UTM  12      -  PALISADES DAM NE END                     130 20 24.8
 OX0675
 OX0675|---------------------------------------------------------------------|
 OX0675| PID    Reference Object                     Distance      Geod. Az  |
 OX0675|                                                           dddmmss.s |
 OX0675| OX0674 PALISADES DAM NE END                APPROX. 5.3 KM 1301011.4 |
 OX0675|---------------------------------------------------------------------|
 OX0675
 OX0675                          SUPERSEDED SURVEY CONTROL
 OX0675
 OX0675  NAD 83(1986)-  43 21 48.40157(N)    111 14 53.33367(W) AD(       ) 3
 OX0675  NAD 27      -  43 21 48.70004(N)    111 14 50.53009(W) AD(       ) 3
 OX0675  NGVD 29 (07/19/86) 1831.4    (m)         6009.     (f) VERT ANG       
 OX0675
 OX0675.Superseded values are not recommended for survey control.
 OX0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0675.See file dsdata.txt to determine how the superseded data were derived.
 OX0675
 OX0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7989301206(NAD 83)
 OX0675_MARKER: DD = SURVEY DISK
 OX0675_SETTING: 80 = SET IN A BOULDER
 OX0675_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OX0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0675+STABILITY: SURFACE MOTION
 OX0675
 OX0675  HISTORY     - Date     Condition        Report By
 OX0675  HISTORY     - 1966     MONUMENTED       USGS
 OX0675
 OX0675                          STATION DESCRIPTION
 OX0675
 OX0675'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0675'LOCATED ABOUT 3.3 MI. NNW. OF PALISADES DAM, ABOUT 3.5 MI. SSE. OF
 OX0675'IRWIN AND ABOUT 2 MI. NW. OF PALISADES TOWNSITE, ON THE CREST OF A
 OX0675'BARE NE.-SW. RIDGE, 75 FT. W. OF A GROUP OF 3 SMALL JUNIPERS, 28 FT.
 OX0675'SSE. OF A SERVICE BERRY BUSH, 100 FT. ENE. OF A LONG JUNIPER ON A
 OX0675'STEEP S. SLOPE.
 OX0675'
 OX0675'TO REACH FROM PALISADES DAM, DRIVE N. ON W. SIDE OF RIVER FOR ABOUT
 OX0675'4.8 MI. TO A BOY SCOUT CAMP, TURN LEFT AT BOY SCOUT CAMP AND SIGN
 OX0675'--NO VEHICLES BEYOND THIS POINT--, DRIVE TO WORK SHOP, ABOUT 0.3 MI.
 OX0675'TO END OF TRUCK TRAVEL.  PACK UP RIDGE FOR 35-MINUTES TO STATION.
 OX0675'
 OX0675'STATION MARK--A STANDARD USGS TABLET STAMPED ---ET 7 1966 CGM--- SET
 OX0675'IN AT SET BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0673 ***********************************************************************
 OX0673  DESIGNATION -  ET 8 CGM
 OX0673  PID         -  OX0673
 OX0673  STATE/COUNTY-  ID/BONNEVILLE
 OX0673  USGS QUAD   -  MOUNT BAIRD (1966)
 OX0673
 OX0673                         *CURRENT SURVEY CONTROL
 OX0673  ___________________________________________________________________
 OX0673* NAD 83(1992)-  43 15 13.06453(N)    111 07 01.44696(W)     ADJUSTED  
 OX0673* NAVD 88     -      1790.7    (meters)    5875.     (feet)  VERTCON   
 OX0673  ___________________________________________________________________
 OX0673  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 OX0673  GEOID HEIGHT-         -10.34  (meters)                     GEOID03
 OX0673
 OX0673  HORZ ORDER  -  THIRD
 OX0673
 OX0673.The horizontal coordinates were established by classical geodetic methods
 OX0673.and adjusted by the National Geodetic Survey in July 1992..
 OX0673
 OX0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0673
 OX0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0673
 OX0673.The geoid height was determined by GEOID03.
 OX0673
 OX0673;                    North         East     Units Scale Factor Converg.
 OX0673;SPC ID E     -   176,808.998   285,228.192   MT  1.00003669   +0 43 09.3
 OX0673;UTM  12      - 4,788,987.148   490,497.272   MT  0.99960111   -0 04 48.8
 OX0673
 OX0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0673!SPC ID E     -   0.99972088  x   1.00003669  =   0.99975756
 OX0673!UTM  12      -   0.99972088  x   0.99960111  =   0.99932210
 OX0673
 OX0673:                Primary Azimuth Mark                     Grid Az
 OX0673:SPC ID E     -  POKER PEAK                               258 22 35.4
 OX0673:UTM  12      -  POKER PEAK                               259 10 33.5
 OX0673
 OX0673|---------------------------------------------------------------------|
 OX0673| PID    Reference Object                     Distance      Geod. Az  |
 OX0673|                                                           dddmmss.s |
 OX0673| OX0683 POKER PEAK                          APPROX. 6.3 KM 2590544.7 |
 OX0673|---------------------------------------------------------------------|
 OX0673
 OX0673                          SUPERSEDED SURVEY CONTROL
 OX0673
 OX0673  NAD 83(1986)-  43 15 13.05613(N)    111 07 01.43411(W) AD(       ) 3
 OX0673  NAD 27      -  43 15 13.34700(N)    111 06 58.65011(W) AD(       ) 3
 OX0673  NGVD 29 (07/19/86) 1789.5    (m)         5871.     (f) VERT ANG       
 OX0673
 OX0673.Superseded values are not recommended for survey control.
 OX0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0673.See file dsdata.txt to determine how the superseded data were derived.
 OX0673
 OX0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9049788987(NAD 83)
 OX0673_MARKER: DD = SURVEY DISK
 OX0673_SETTING: 0 = UNSPECIFIED SETTING
 OX0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0673
 OX0673  HISTORY     - Date     Condition        Report By
 OX0673  HISTORY     - 1966     MONUMENTED       USGS
 OX0673
 OX0673                          STATION DESCRIPTION
 OX0673
 OX0673'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0673'LOCATED ABOUT 16.5 MI. (AIRLINE) NNW. OF ETNA, WYOMING, ABOUT 14 MI.
 OX0673'SE. OF IRWIN, IDAHO, ABOUT 7 MI. SE. OF PALISADES DAM, ON THE
 OX0673'HIGHEST PART OF A TIMBER-COVERED POINT OF AN OUTSIDE CURVE FORMED
 OX0673'BY U.S. HIGHWAY 26.
 OX0673'
 OX0673'TO REACH FROM PALISADES DAM, DRIVE S. ON U.S. HIGHWAY 26 FOR 8.6 MI.
 OX0673'TO AN OUTSIDE CURVE.  STATION IS ON W. SIDE OF THIS CURVE, 60 FT. W.
 OX0673'AND 15 FT. ABOVE CENTERLINE OF HIGHWAY.
 OX0673'
 OX0673'STATION MARK--A STANDARD USGS TABLET STAMPED ---ET 8 CGM 1966--- SET
 OX0673'IN A CONCRETE POST, 0.3 FT. ABOVE GROUND.
 OX0673'
 OX0673'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0997 ***********************************************************************
 TO0997  DESIGNATION -  ETHEL
 TO0997  PID         -  TO0997
 TO0997  STATE/COUNTY-  ID/BONNER
 TO0997  USGS QUAD   -  MINERVA PEAK (1989)
 TO0997
 TO0997                         *CURRENT SURVEY CONTROL
 TO0997  ___________________________________________________________________
 TO0997* NAD 83(1992)-  48 02 07.69445(N)    116 27 31.08971(W)     ADJUSTED  
 TO0997* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 TO0997  ___________________________________________________________________
 TO0997  LAPLACE CORR-           9.52  (seconds)                    DEFLEC99
 TO0997  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 TO0997
 TO0997  HORZ ORDER  -  SECOND
 TO0997
 TO0997.The horizontal coordinates were established by classical geodetic methods
 TO0997.and adjusted by the National Geodetic Survey in July 1992..
 TO0997
 TO0997.The orthometric height was scaled from a topographic map.
 TO0997
 TO0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0997
 TO0997.The geoid height was determined by GEOID03.
 TO0997
 TO0997;                    North         East     Units Scale Factor Converg.
 TO0997;SPC ID W     -   707,953.875   747,157.710   MT  0.99996763   -0 31 36.9
 TO0997;UTM  11      - 5,320,384.418   540,355.565   MT  0.99962001   +0 24 09.1
 TO0997
 TO0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0997!SPC ID W     -   0.99990315  x   0.99996763  =   0.99987078
 TO0997!UTM  11      -   0.99990315  x   0.99962001  =   0.99952320
 TO0997
 TO0997:                Primary Azimuth Mark                     Grid Az
 TO0997:SPC ID W     -  WHISKEY                                  002 44 22.4
 TO0997:UTM  11      -  WHISKEY                                  001 48 36.4
 TO0997
 TO0997|---------------------------------------------------------------------|
 TO0997| PID    Reference Object                     Distance      Geod. Az  |
 TO0997|                                                           dddmmss.s |
 TO0997| TO0996 WHISKEY                             APPROX. 2.5 KM 0021245.5 |
 TO0997| CH7311 ETHEL RM 1                            3.258 METERS 20358     |
 TO0997| CH7312 ETHEL RM 2                            2.519 METERS 33752     |
 TO0997|---------------------------------------------------------------------|
 TO0997
 TO0997                          SUPERSEDED SURVEY CONTROL
 TO0997
 TO0997  NAD 83(1986)-  48 02 07.70150(N)    116 27 31.08254(W) AD(       ) 2
 TO0997  NAD 27      -  48 02 08.03801(N)    116 27 27.38808(W) AD(       ) 2
 TO0997
 TO0997.Superseded values are not recommended for survey control.
 TO0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0997.See file dsdata.txt to determine how the superseded data were derived.
 TO0997
 TO0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4035620384(NAD 83)
 TO0997_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0997_SETTING: 66 = SET IN ROCK OUTCROP
 TO0997
 TO0997  HISTORY     - Date     Condition        Report By
 TO0997  HISTORY     - 1947     MONUMENTED       CGS
 TO0997
 TO0997                          STATION DESCRIPTION
 TO0997
 TO0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO0997'THE STATION IS ON THE EAST SIDE OF PEND OREILLE LAKE 1.1 MILES
 TO0997'SOUTH OF WHISKEY ROCK ON THE SECOND POINT SOUTH OF A LARGE SOLID
 TO0997'CLIFF AREA.  60 METERS SOUTH THERE IS A POINT SOUTH OF WHICH THERE
 TO0997'IS A BEACH OF SMALL PEBBLES.  THE ROCKS AROUND THE MARK ARE
 TO0997'LARGE BROKEN ONES EXCEPT FOR THE SOLID ONES AROUND THE WATERS
 TO0997'EDGE.  THE MARK IS NORTH OF THE HIGHEST LOOSE ROCK ON THE
 TO0997'POINT, ABOUT 2 FEET LOWER THAN THE HIGHEST ROCK AND 22 FEET
 TO0997'ABOVE MEAN WINTER LAKE LEVEL.  THE STATION SHOULD BE VISITED
 TO0997'BY BOAT.
 TO0997'
 TO0997'R.M. NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 1 FOOT LOWER,
 TO0997'AND 0.3 METERS FROM THE FACE OF THE ROCK BY THE WATER.
 TO0997'
 TO0997'R.M. NO. 2 IS NORTHWEST OF STATION AND 3 FEET LOWER ON A LARGE
 TO0997'DETACHED SECTION OF ROCK.  IT IS ABOUT 1 METER FROM FACE OF ROCK
 TO0997'BY THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5204 ***********************************************************************
 AC5204  CBN         -  This is a Cooperative Base Network Control Station.
 AC5204  PACS        -  This is a Primary Airport Control Station.
 AC5204  DESIGNATION -  EUL A
 AC5204  PID         -  AC5204
 AC5204  STATE/COUNTY-  ID/CANYON
 AC5204  USGS QUAD   -  CALDWELL (1971)
 AC5204
 AC5204                         *CURRENT SURVEY CONTROL
 AC5204  ___________________________________________________________________
 AC5204* NAD 83(1999)-  43 38 20.77113(N)    116 37 59.49647(W)     ADJUSTED  
 AC5204* NAVD 88     -       739.65   (meters)    2426.7    (feet)  GPS OBS   
 AC5204  ___________________________________________________________________
 AC5204  X           -  -2,072,726.740 (meters)                     COMP
 AC5204  Y           -  -4,133,157.179 (meters)                     COMP
 AC5204  Z           -   4,379,657.881 (meters)                     COMP
 AC5204  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 AC5204  ELLIP HEIGHT-         722.29  (meters)          (04/16/01) GPS OBS
 AC5204  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 AC5204
 AC5204  HORZ ORDER  -  B
 AC5204  ELLP ORDER  -  FOURTH    CLASS II
 AC5204
 AC5204.This mark is at Caldwell Industrial Airport (U35)
 AC5204
 AC5204.The horizontal coordinates were established by GPS observations
 AC5204.and adjusted by the National Geodetic Survey in April 2001..
 AC5204.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5204.DATUM ITEM on the data sheet items page.
 AC5204
 AC5204.The orthometric height was determined by GPS observations and a
 AC5204.high-resolution geoid model.
 AC5204
 AC5204.GPS derived orthometric heights for airport stations designated as
 AC5204.PACS or SACS are published to 2 decimal places.  This maintains
 AC5204.centimeter relative accuracy between the PACS and SACS.  It does
 AC5204.not indicate centimeter accuracy relative to other marks which are
 AC5204.part of the NAVD 88 network.
 AC5204
 AC5204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5204
 AC5204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5204
 AC5204.The ellipsoidal height was determined by GPS observations
 AC5204.and is referenced to NAD 83.
 AC5204
 AC5204.The geoid height was determined by GEOID03.
 AC5204
 AC5204;                    North         East     Units Scale Factor Converg.
 AC5204;SPC ID W     -   219,474.486   728,739.055   MT  0.99999577   -0 36 34.3
 AC5204;UTM  11      - 4,831,855.444   529,586.071   MT  0.99961077   +0 15 11.3
 AC5204
 AC5204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5204!SPC ID W     -   0.99988675  x   0.99999577  =   0.99988252
 AC5204!UTM  11      -   0.99988675  x   0.99961077  =   0.99949756
 AC5204
 AC5204                          SUPERSEDED SURVEY CONTROL
 AC5204
 AC5204  NAD 83(1992)-  43 38 20.77018(N)    116 37 59.49467(W) AD(       ) B
 AC5204  ELLIP H (01/22/97)  722.36   (m)                       GP(       ) 4 1
 AC5204
 AC5204.Superseded values are not recommended for survey control.
 AC5204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5204.See file dsdata.txt to determine how the superseded data were derived.
 AC5204
 AC5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2958631855(NAD 83)
 AC5204_MARKER: F = FLANGE-ENCASED ROD
 AC5204_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5204_STAMPING: EUL A 1996
 AC5204_MARK LOGO: NGS   
 AC5204_PROJECTION: RECESSED 7 CENTIMETERS
 AC5204_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5204+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1999
 AC5204_ROD/PIPE-DEPTH: 13.9 meters
 AC5204_SLEEVE-DEPTH  : 0.9 meters
 AC5204
 AC5204  HISTORY     - Date     Condition        Report By
 AC5204  HISTORY     - 1996     MONUMENTED       NGS
 AC5204  HISTORY     - 19970730 GOOD             NGS
 AC5204  HISTORY     - 19990919 GOOD             NGS
 AC5204
 AC5204                          STATION DESCRIPTION
 AC5204
 AC5204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 AC5204'THE STATION IS 4.0 MI (6.4 KM) EAST OF CALDWELL AND 22 MI (35.4 KM)
 AC5204'WEST OF BOISE AT THE CALDWELL INDUSTRIAL AIRPORT, ON THE SOUTHEAST
 AC5204'SIDE OF THE AIRFIELD BETWEEN THE RUNWAY AND A TAXIWAY. OWNERSHIP--CITY
 AC5204'OF CALDWELL--4601 AVIATION WAY, CALDWELL, IDAHO 83605.  POINT OF
 AC5204'CONTACT AT THE TIME OF ESTABLISHMENT WAS THE AIRPORT MANAGER--MR.
 AC5204'JACK PEARSON, PHONE 208-459-9779.  NOTE--PERMISSION MUST BE OBTAINED
 AC5204'BEFORE ENTERING AIRPORT.  TO REACH THE STATION FROM THE CENTER OF THE
 AC5204'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 84 AND U.S.  HIGHWAY
 AC5204'20/26 (EXIT 29), TAKE U.S. HIGHWAY 20/26 EAST FOR 1.3 MI (2.1 KM) TO
 AC5204'A ROAD ON THE RIGHT (KCID ROAD).  TURN RIGHT ON KCID ROAD AND PROCEED
 AC5204'EAST FOR 1.0 MI (1.6 KM) TO E LINDEN STREET.  TURN RIGHT AND GO SOUTH
 AC5204'ON E LINDEN STREET FOR 0.75 MI (1.21 KM) TO A ROAD ON THE LEFT
 AC5204'(AVIATION WAY).  TURN LEFT AND GO EAST 0.55 MI (0.89 KM) TO AN
 AC5204'ELECTRONIC GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE,
 AC5204'NORTH-NORTHEAST ACROSS APRON FOR 0.2 MI (0.3 KM) TO THE MAIN TAXIWAY.
 AC5204'TURN RIGHT ON THE TAXIWAY AND PROCEED 0.5 MI (0.8 KM) TO THE STATION
 AC5204'ON THE LEFT.  STATION IS A STAINLESS STEEL ROD IN SLEEVE, DRIVEN TO
 AC5204'REFUSAL AND ANCHORED.  THE 9/16-INCH ROD HAS BEEN ROUNDED AND
 AC5204'CENTERPUNCHED AT ITS TOP.  ACCESS IS THROUGH A 5-INCH NGS LOGO CAP.
 AC5204'IT IS, 73.0 M (239.5 FT) EAST-SOUTHEAST OF THE CENTERLINE OF A
 AC5204'CONNECTOR TAXIWAY, 68.4 M (224.4 FT) SOUTHWEST OF THE CENTERLINE OF
 AC5204'THE RUNWAY, 53.4 M (175.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 AC5204'TAXIWAY AND 0.5 M (1.6 FT) WEST-NORTHWEST OF A FIBREGLASS WITNESS
 AC5204'POST.  THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION.  DESCRIBED
 AC5204'BY J.E. DUNFORD III.
 AC5204
 AC5204                          STATION RECOVERY (1997)
 AC5204
 AC5204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDH)
 AC5204'RECOVERED AS DESCRIBED.
 AC5204
 AC5204                          STATION RECOVERY (1999)
 AC5204
 AC5204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AC5204'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1071 ***********************************************************************
 TO1071  DESIGNATION -  EVANS
 TO1071  PID         -  TO1071
 TO1071  STATE/COUNTY-  ID/BONNER
 TO1071  USGS QUAD   -  COCOLALLA (1996)
 TO1071
 TO1071                         *CURRENT SURVEY CONTROL
 TO1071  ___________________________________________________________________
 TO1071* NAD 83(1992)-  48 04 05.57221(N)    116 31 59.07493(W)     ADJUSTED  
 TO1071* NAVD 88     -       629.     (meters)    2064.     (feet)  SCALED    
 TO1071  ___________________________________________________________________
 TO1071  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 TO1071  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 TO1071
 TO1071  HORZ ORDER  -  SECOND
 TO1071
 TO1071.The horizontal coordinates were established by classical geodetic methods
 TO1071.and adjusted by the National Geodetic Survey in July 1992..
 TO1071
 TO1071.The orthometric height was scaled from a topographic map.
 TO1071
 TO1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1071
 TO1071.The geoid height was determined by GEOID03.
 TO1071
 TO1071;                    North         East     Units Scale Factor Converg.
 TO1071;SPC ID W     -   711,648.158   741,643.810   MT  0.99997516   -0 34 57.3
 TO1071;UTM  11      - 5,323,987.472   534,784.421   MT  0.99961487   +0 20 50.5
 TO1071
 TO1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1071!SPC ID W     -   0.99990410  x   0.99997516  =   0.99987926
 TO1071!UTM  11      -   0.99990410  x   0.99961487  =   0.99951901
 TO1071
 TO1071:                Primary Azimuth Mark                     Grid Az
 TO1071:SPC ID W     -  WHISKEY                                  101 51 27.8
 TO1071:UTM  11      -  WHISKEY                                  100 55 40.0
 TO1071
 TO1071|---------------------------------------------------------------------|
 TO1071| PID    Reference Object                     Distance      Geod. Az  |
 TO1071|                                                           dddmmss.s |
 TO1071| TO0996 WHISKEY                             APPROX. 5.8 KM 1011630.5 |
 TO1071| TO1072 EVANS 2                               8.615 METERS 33208     |
 TO1071|---------------------------------------------------------------------|
 TO1071
 TO1071                          SUPERSEDED SURVEY CONTROL
 TO1071
 TO1071  NAD 83(1986)-  48 04 05.57930(N)    116 31 59.06939(W) AD(       ) 2
 TO1071  NAD 27      -  48 04 05.90582(N)    116 31 55.32434(W) AD(       ) 2
 TO1071
 TO1071.Superseded values are not recommended for survey control.
 TO1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1071.See file dsdata.txt to determine how the superseded data were derived.
 TO1071
 TO1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3478423987(NAD 83)
 TO1071_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1071_SETTING: 80 = SET IN A BOULDER
 TO1071_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TO1071
 TO1071  HISTORY     - Date     Condition        Report By
 TO1071  HISTORY     - 1947     MONUMENTED       CGS
 TO1071  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TO1071  HISTORY     - 1959     SEE DESCRIPTION  USFS
 TO1071
 TO1071                          STATION DESCRIPTION
 TO1071
 TO1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO1071'THE STATION IS ON THE WEST SIDE OF PEND OREILLE LAKE, 2.6 MILES
 TO1071'SOUTHWEST OF MAIDEN ROCK, ABOUT 0.9 MILES SOUTH OF EVANS LANDING,
 TO1071'AND 1/2 MILES NORTH OF LOW PASS, THE LOWEST PASS BETWEEN CAPE
 TO1071'HORN AND LITTLE BLACKTAIL MOUNTAIN, ON A LARGE LOW ROUND POINT
 TO1071'CONSISTING MOSTLY OF SMALL BROKEN ROCKS.  THERE IS A LARGE
 TO1071'BROWN BOULDER ABOUT 30 METERS NORTH OF THE STATION.  THE MARK IS
 TO1071'IN A LOW FLAT ROCK AT THE CENTER OF THE POINT, ABOUT 5 METERS
 TO1071'FROM THE FOOT OF THE HILL, ON THE BEACH, AND 12 FEET ABOVE
 TO1071'MEAN WINTER LAKE LEVEL.  THE STATION SHOULD BE VISITED BY
 TO1071'BOAT.
 TO1071'
 TO1071'R.M. NO. 1 IS NORTH OF STATION AND 1/2 FOOT LOWER.
 TO1071'
 TO1071'R.M. NO. 2 IS WEST OF STATION AND 4 FEET HIGHER.
 TO1071
 TO1071                          STATION RECOVERY (1948)
 TO1071
 TO1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (ERM)
 TO1071'THE STATION WAS RECOVERED IN GOOD CONDITION BUT A NEW STATION
 TO1071'WAS ESTABLISHED BECAUSE THE PROPOSED POWER PROJECT AT ALBENI
 TO1071'FALLS WILL RAISE THE LAKE LEVEL.  ONLY THE REFERENCE MARKS
 TO1071'WERE REMOVED.  THE NEW STATION IS EVANS 2, 1948.
 TO1071
 TO1071                          STATION RECOVERY (1959)
 TO1071
 TO1071'RECOVERY NOTE BY US FOREST SERVICE 1959 (LLF)
 TO1071'STATION WAS FOUND IN PLACE AND IS 1-1/2 FEET ABOVE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0756 ***********************************************************************
 PZ0756  DESIGNATION -  EVANS
 PZ0756  PID         -  PZ0756
 PZ0756  STATE/COUNTY-  ID/CUSTER
 PZ0756  USGS QUAD   -  WARREN MOUNTAIN (1987)
 PZ0756
 PZ0756                         *CURRENT SURVEY CONTROL
 PZ0756  ___________________________________________________________________
 PZ0756* NAD 83(1992)-  44 04 25.93993(N)    113 26 46.96579(W)     ADJUSTED  
 PZ0756* NAVD 88     -      2194.1    (meters)    7198.     (feet)  VERTCON   
 PZ0756  ___________________________________________________________________
 PZ0756  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 PZ0756  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 PZ0756
 PZ0756  HORZ ORDER  -  THIRD
 PZ0756
 PZ0756.The horizontal coordinates were established by classical geodetic methods
 PZ0756.and adjusted by the National Geodetic Survey in July 1992..
 PZ0756
 PZ0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0756
 PZ0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0756
 PZ0756.The geoid height was determined by GEOID03.
 PZ0756
 PZ0756;                    North         East     Units Scale Factor Converg.
 PZ0756;SPC ID C     -   267,551.955   544,346.360   MT  0.99997155   +0 23 06.3
 PZ0756;UTM  12      - 4,882,987.625   304,105.214   MT  1.00007199   -1 42 07.9
 PZ0756
 PZ0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0756!SPC ID C     -   0.99965779  x   0.99997155  =   0.99962935
 PZ0756!UTM  12      -   0.99965779  x   1.00007199  =   0.99972976
 PZ0756
 PZ0756:                Primary Azimuth Mark                     Grid Az
 PZ0756:SPC ID C     -  WARREN                                   200 46 09.0
 PZ0756:UTM  12      -  WARREN                                   202 51 23.2
 PZ0756
 PZ0756|---------------------------------------------------------------------|
 PZ0756| PID    Reference Object                     Distance      Geod. Az  |
 PZ0756|                                                           dddmmss.s |
 PZ0756| PZ0755 WARREN                              APPROX. 7.7 KM 2010915.3 |
 PZ0756|---------------------------------------------------------------------|
 PZ0756
 PZ0756                          SUPERSEDED SURVEY CONTROL
 PZ0756
 PZ0756  NAD 83(1986)-  44 04 25.93685(N)    113 26 46.95725(W) AD(       ) 3
 PZ0756  NAD 27      -  44 04 26.27239(N)    113 26 43.92192(W) AD(       ) 3
 PZ0756  NGVD 29 (07/19/86) 2192.8    (m)         7194.     (f) VERT ANG       
 PZ0756
 PZ0756.Superseded values are not recommended for survey control.
 PZ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0756.See file dsdata.txt to determine how the superseded data were derived.
 PZ0756
 PZ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP0410582988(NAD 83)
 PZ0756_MARKER: P = PIPE CAP
 PZ0756_SETTING: 0 = UNSPECIFIED SETTING
 PZ0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0756
 PZ0756  HISTORY     - Date     Condition        Report By
 PZ0756  HISTORY     - 1932     MONUMENTED       USGS
 PZ0756
 PZ0756                          STATION DESCRIPTION
 PZ0756
 PZ0756'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 PZ0756'STATION MARK RECOVERED AS DESCRIBED, NEW
 PZ0756'DESCRIPTION AS FOLLOWS
 PZ0756'
 PZ0756'LOCATED ABOUT 14.0 MI. NNE. OF MACKAY, 4.0 MI. N. OF PASS CREEK SUMMIT
 PZ0756'AND 1.5 MI. NW. OF MACKAY-CLYDE ROAD WHERE IT CROSSES BIG CREEK.
 PZ0756'
 PZ0756'TO REACH FROM MOUNTAIN VIEW GUARD STATION WHICH IS ON THE MACKAY-CLYDE
 PZ0756'ROAD, DRIVE N. FOR 7.4 MI. TO RD. FORKS TO LEFT (W.) ABOUT 1000 FT.
 PZ0756'AFTER CROSSING BIG CREEK, TURN SHARP LEFT ON RD. WHICH CLIMBS ONTO
 PZ0756'BENCH AND DRIVE 1.5 MI. TO STATION AT FENCE CORNER.
 PZ0756'
 PZ0756'STATION MARK--G.L.O. PIPE AND CAP 1/4 COR. BETWEEN SECS. 26 AND 35,
 PZ0756'T 9 N, R 25 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1277 ***********************************************************************
 QB1277  DESIGNATION -  EVERGREEN
 QB1277  PID         -  QB1277
 QB1277  STATE/COUNTY-  ID/ADAMS
 QB1277  USGS QUAD   -  TAMARACK (1986)
 QB1277
 QB1277                         *CURRENT SURVEY CONTROL
 QB1277  ___________________________________________________________________
 QB1277* NAD 83(1999)-  44 53 40.76358(N)    116 24 07.51319(W)     ADJUSTED  
 QB1277* NAVD 88     -      1465.4    (meters)    4808.     (feet)  GPS OBS   
 QB1277  ___________________________________________________________________
 QB1277  X           -  -2,012,961.580 (meters)                     COMP
 QB1277  Y           -  -4,054,713.960 (meters)                     COMP
 QB1277  Z           -   4,480,086.231 (meters)                     COMP
 QB1277  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 QB1277  ELLIP HEIGHT-        1450.05  (meters)          (05/11/01) GPS OBS
 QB1277  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 QB1277
 QB1277  HORZ ORDER  -  FIRST
 QB1277  ELLP ORDER  -  FOURTH    CLASS I
 QB1277
 QB1277.The horizontal coordinates were established by GPS observations
 QB1277.and adjusted by the National Geodetic Survey in May 2001..
 QB1277.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QB1277.DATUM ITEM on the data sheet items page.
 QB1277
 QB1277.The orthometric height was determined by GPS observations and a
 QB1277.high-resolution geoid model.
 QB1277
 QB1277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QB1277
 QB1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1277
 QB1277.The ellipsoidal height was determined by GPS observations
 QB1277.and is referenced to NAD 83.
 QB1277
 QB1277.The geoid height was determined by GEOID03.
 QB1277
 QB1277;                    North         East     Units Scale Factor Converg.
 QB1277;SPC ID W     -   358,806.916   748,494.306   MT  0.99996594   -0 27 36.9
 QB1277;UTM  11      - 4,971,422.055   547,210.967   MT  0.99962741   +0 25 19.3
 QB1277
 QB1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1277!SPC ID W     -   0.99977270  x   0.99996594  =   0.99973865
 QB1277!UTM  11      -   0.99977270  x   0.99962741  =   0.99940020
 QB1277
 QB1277|---------------------------------------------------------------------|
 QB1277| PID    Reference Object                     Distance      Geod. Az  |
 QB1277|                                                           dddmmss.s |
 QB1277| CD5052 EVERGREEN RM 1                        6.182 METERS 17121     |
 QB1277| QB1276 RIDGE                               APPROX. 9.8 KM 2203705.8 |
 QB1277| CD5053 EVERGREEN RM 2                       11.857 METERS 34458     |
 QB1277|---------------------------------------------------------------------|
 QB1277
 QB1277                          SUPERSEDED SURVEY CONTROL
 QB1277
 QB1277  NAD 83(1992)-  44 53 40.76219(N)    116 24 07.51266(W) AD(       ) 1
 QB1277  ELLIP H (12/10/98) 1450.12   (m)                       GP(       ) 3 2
 QB1277  NAD 83(1992)-  44 53 40.75683(N)    116 24 07.50915(W) AD(       ) 1
 QB1277  NAD 83(1986)-  44 53 40.75804(N)    116 24 07.50726(W) AD(       ) 1
 QB1277  NAD 27      -  44 53 41.16246(N)    116 24 03.99979(W) AD(       ) 1
 QB1277  NGVD 29 (07/19/86) 1464.1    (m)         4803.     (f) VERT ANG       
 QB1277
 QB1277.Superseded values are not recommended for survey control.
 QB1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1277.See file dsdata.txt to determine how the superseded data were derived.
 QB1277
 QB1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK4721171422(NAD 83)
 QB1277_MARKER: DS = TRIANGULATION STATION DISK
 QB1277_SETTING: 66 = SET IN ROCK OUTCROP
 QB1277_STAMPING: EVERGREEN 1966
 QB1277_MARK LOGO: CGS   
 QB1277_PROJECTION: FLUSH
 QB1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1277+STABILITY: POSITION/ELEVATION WELL
 QB1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB1277+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1993
 QB1277
 QB1277  HISTORY     - Date     Condition        Report By
 QB1277  HISTORY     - 1966     MONUMENTED       CGS
 QB1277  HISTORY     - 1978     GOOD             LOCENG
 QB1277  HISTORY     - 19930728 GOOD             IDTD
 QB1277
 QB1277                          STATION DESCRIPTION
 QB1277
 QB1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1277'STATION IS LOCATED ABOUT 12 MILES NORTH OF COUNCIL, 8 MILES
 QB1277'SOUTHWEST OF NEW MEADOWS, 1 MILE WEST OF U.S. HIGHWAY 95 AND IS
 QB1277'IN A CLEAR, FLAT, ROCKY AREA WHICH IS SURROUNDED BY TIMBER.
 QB1277'
 QB1277'TO REACH THE STATION FROM THE VILLAGE OF TAMARACK, GO SOUTHERLY
 QB1277'ON U.S. HIGHWAY 95 FOR 4.8 MILES TO THE EVERGREEN STORE AND
 QB1277'CAMPGROUND ON THE LEFT, CONTINUE SOUTH ON THE HIGHWAY FOR
 QB1277'0.4 MILE TO A SIDE ROAD ON THE RIGHT AND SMALL METAL BUILDING
 QB1277'BUILT OVER THE ROAD, TURN RIGHT, PASSING THROUGH THE BUILDING
 QB1277'AND GO NORTH ON A BLADED ROAD FOR 0.35 MILE TO A GATE, PASS
 QB1277'THROUGH THE GATE AND CONTINUE SOUTH AND WEST, UPHILL, ON
 QB1277'THE ROAD FOR 1.05 MILES TO A FORK AND POWERLINE, TURN RIGHT
 QB1277'AND GO NORTHEAST ON A BLADED ROAD FOR 0.3 MILE TO A POWERLINE
 QB1277'POLE WITH A TRIANGULAR BLAZE, BEAR LEFT AND GO NORTH FOR
 QB1277'ABOUT 50 FEET TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO
 QB1277'WEST ON DIM TRACK ROAD FOR 0.05 MILE TO AN OLD BLADED
 QB1277'ROAD AND TREE WITH TRIANGLE BLAZE, BEAR RIGHT AND
 QB1277'FOLLOW VERY DIM TRACK ROAD THROUGH HEAVY TIMBER FOR
 QB1277'0.55 MILE TO AN OPEN ROCKY AREA, BEAR RIGHT AND FOLLOW
 QB1277'DIM TRACK ROAD NORTHERLY FOR 0.25 MILE TO A CLEAR AREA
 QB1277'AND FOREST SERVICE SIGN SALT GROUND NO 33 WHICH IS NAILED
 QB1277'TO A TREE, CONTINUE NORTH, PICKING WAY THROUGH HEAVY TIMBER FOR
 QB1277'0.5 MILE TO THE BASE OF STEEP HILL NEAR THE SOUTHWEST
 QB1277'EDGE AND THE END OF TRUCK TRAVEL.  PACK NORTHEAST UP
 QB1277'STEEP HILL FOR ABOUT 200 YARDS TO THE NORTHEAST CENTER
 QB1277'OF A CLEAR AREA AND THE STATION.  A FOUR-WHEEL DRIVE AND
 QB1277'20 MINUTE PACK.
 QB1277'
 QB1277'STATION MARK IS A STANDARD DISK, STAMPED EVERGREEN 1966,
 QB1277'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS ABOUT 1 INCH
 QB1277'BELOW THE GROUND SURFACE.  IT IS 56.3 FEET SOUTHEAST OF A
 QB1277'12-INCH PINE TREE AND IS ABOUT 75 FEET SOUTH AND 5 FEET LOWER
 QB1277'THAN THE HIGHEST POINT OF THE HILL.
 QB1277'
 QB1277'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EVERGREEN NO 1
 QB1277'1966, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH
 QB1277'WITH THE GROUND SURFACE.  IT IS 65.3 FEET SOUTH-SOUTHEAST
 QB1277'OF THE TREE AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 QB1277'
 QB1277'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EVERGREEN NO 2
 QB1277'1966, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH
 QB1277'WITH THE GROUND SURFACE.  IT IS 54.0 FEET EAST OF THE TREE AND
 QB1277'1 FOOT HIGHER THAN THE STATION MARK.
 QB1277'
 QB1277'NO MEASUREMENT BETWEEN REFERENCE MARKS.  NO SUITABLE LOCATION
 QB1277'FOR AN AZIMUTH MARK.
 QB1277
 QB1277                          STATION RECOVERY (1978)
 QB1277
 QB1277'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (JJP)
 QB1277'EVERGREEN 1966 RECOVERED EXCELLENT.
 QB1277'
 QB1277'EVERGREEN NO. 1 1966 RECOVERED EXCELLENT.
 QB1277'
 QB1277'EVERGREEN NO. 2 1966 RECOVERED GOOD.  ABOUT 1/3 SURFACE MORTAR
 QB1277'IS GONE, BUT MARK IS FIRM.
 QB1277'
 QB1277'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION WAS
 QB1277'REACHED ON FOOT FROM EVERGREEN AND 1966 TO REACH INSTRUCTIONS WERE
 QB1277'NOT CHECKED OUT.  ROAD ACCESS FOR FUTURE VISITS TO STATION WILL
 QB1277'DEPEND ON STATUS OF LOGGING ROADS AT TIME OF VISIT.  CLEARING
 QB1277'IMMEDIATELY SOUTH OF STATION PROBABLY WOULD BE SUITABLE FOR
 QB1277'HELICOPTER LANDING.
 QB1277'
 QB1277'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES (AIRLINE)
 QB1277'SOUTHWEST OF NEW MEADOWS.
 QB1277
 QB1277                          STATION RECOVERY (1993)
 QB1277
 QB1277'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1993 (DSS)
 QB1277'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 QB1277'THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.  THE DISTANCE TO
 QB1277'REFERENCE MARKS 1 AND 2 COMPARED FAVORABLY WITH THE 1966 DATA.  A NEW
 QB1277'TO REACH FOLLOWS.  THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI)
 QB1277'NORTH OF COUNCIL, 12.9 KM (8.00 MI) SOUTHWEST OF NEW MEADOWS, 1.6 KM
 QB1277'(1.00 MI) WEST OF U.S.  HIGHWAY 95 AND IS IN A CLEAR, FLAT ROCKY AREA
 QB1277'WHICH IS SURROUNDED BY TIMBER.  TO REACH THE STATION FROM THE VILLAGE
 QB1277'OF TAMARACK, GO SOUTHERLY ON U.S.  HIGHWAY 95 FOR 2.1 KM (1.30 MI) TO
 QB1277'THE LOST VALLEY RESEVOIR RD AND THE PINE RIDGE CAFE AND TAVERN, BOTH
 QB1277'ON THE WEST SIDE OF U.S.  95.  GO WEST AND NORTH ON L.V.R.  ROAD TO A
 QB1277'METAL CATTLE GUARD AT 0.97 KM (0.60 MI) .  CONTINUE ON L.V.R. ROAD FOR
 QB1277'2.50 KM (1.55 MI) TO ANOTHER METAL CATTLE GUARD AND A GOOD GRAVEL ROAD
 QB1277'LEFT MARKED FOREST SERVICE ROAD 520. TAKE THIS ROAD 520 GOING WESTERLY
 QB1277'FOR 1.13 KM (0.70 MI) TO THE MARKED BOUNDARY FOR THE PAYETTE NATIONAL
 QB1277'FOREST AND A GRAVEL PIT TO THE LEFT.  CONTINUE SOUTHERLY 0.32 KM (0.20
 QB1277'MI) TO A FORK TO THE RIGHT MARKED 521. KEEP LEFT AND CONTINUE
 QB1277'SOUTHERLY FOR 2.06 KM (1.30 MI) TO A CROSSING DIRT ROAD MARKED 147.
 QB1277'CONTINUE STRAIGHT ON MAIN ROAD FOR 2.01 KM (1.25 MI) TO A DIRT ROAD
 QB1277'RIGHT MARKED 157 AND A VISIBLE OPEN SADDLE TO THE LEFT.  CONTINUE
 QB1277'STRAIGHT AHEAD FOR 0.48 KM (0.30 MI) TO A WIDENED AREA ALONG THE RIGHT
 QB1277'SIDE OF THE ROAD.  FROM HERE, WALK SOUTH-SOUTHWEST UP THE FACE OF THE
 QB1277'SLOPE TO THE TOP OF THE RIDGE. FOLLOW THE RIDGE-TOP SOUTHWESTERLY TO
 QB1277'THE EDGE OF A ROCKY CLEARING AND A 40 FT PONDEROSA PINE.  CONTINUE
 QB1277'APPROXIMATELY 53 M (173.9 FT) TO THE MARK.  LOCATED APPROXIMATELY 17.1
 QB1277'M (56.1 FT) SOUTHEAST OF A 12 IN PINE TREE AND IS ABOUT 22.9 M (75.1
 QB1277'FT) SOUTH AND 5 FT (1.5 M) LOWER THAN THE HIGHEST POINT OF THE HILL.
 QB1277'STATION MARK IS A STANDARD TRIANGULATION DISK, STAMPED EVERGREEN 1966,
 QB1277'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS ABOUT 1-INCH BELOW THE
 QB1277'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0588 ***********************************************************************
 NU0588  DESIGNATION -  EW NS RWYS PI
 NU0588  PID         -  NU0588
 NU0588  STATE/COUNTY-  ID/BANNOCK
 NU0588  USGS QUAD   -  MICHAUD (1984)
 NU0588
 NU0588                         *CURRENT SURVEY CONTROL
 NU0588  ___________________________________________________________________
 NU0588* NAD 83(1986)-  42 55 07.     (N)    112 36 17.     (W)     SCALED    
 NU0588* NAVD 88     -      1355.425  (meters)    4446.92   (feet)  POSTED    
 NU0588  ___________________________________________________________________
 NU0588  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 NU0588  DYNAMIC HT  -        1354.670 (meters)    4444.45  (feet)  COMP
 NU0588  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 NU0588
 NU0588  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 NU0588
 NU0588.This mark is at Pocatello Regional Airport (PIH)
 NU0588
 NU0588.The horizontal coordinates were scaled from a topographic map and have
 NU0588.an estimated accuracy of +/- 6 seconds.
 NU0588
 NU0588.The orthometric height was determined by differential leveling
 NU0588.and adjusted by the National Geodetic Survey in 1992..
 NU0588.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 NU0588.rate greater than 8.0 mm/km.
 NU0588
 NU0588.The geoid height was determined by GEOID03.
 NU0588
 NU0588.The dynamic height is computed by dividing the NAVD 88
 NU0588.geopotential number by the normal gravity value computed on the
 NU0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0588.degrees latitude (g = 980.6199 gals.).
 NU0588
 NU0588.The modeled gravity was interpolated from observed gravity values.
 NU0588
 NU0588;                    North         East    Units  Estimated Accuracy
 NU0588;SPC ID E     -   139,150.      164,240.      MT  (+/- 180 meters Scaled)
 NU0588
 NU0588                          SUPERSEDED SURVEY CONTROL
 NU0588
 NU0588  NGVD 29 (??/??/92) 1354.399  (m)         4443.56   (f) ADJ UNCH    1 2
 NU0588
 NU0588.Superseded values are not recommended for survey control.
 NU0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0588.See file dsdata.txt to determine how the superseded data were derived.
 NU0588
 NU0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN690530(NAD 83)
 NU0588_MARKER: DD = SURVEY DISK
 NU0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0588_SP_SET: PAVEMENT
 NU0588_STAMPING: E/WN/S RWYS P.I.
 NU0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0588
 NU0588  HISTORY     - Date     Condition        Report By
 NU0588  HISTORY     - UNK      MONUMENTED       DOD
 NU0588  HISTORY     - 1951     GOOD             NGS
 NU0588  HISTORY     - 1962     GOOD             DOD
 NU0588  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0588
 NU0588                          STATION DESCRIPTION
 NU0588
 NU0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NU0588'IN PHILLIPS FIELD.
 NU0588'AT PHILLIPS FIELD, BANNOCK COUNTY, AT THE INTERSECTION OF THE
 NU0588'CENTERLINE OF THE EAST-AND-WEST RUNWAY AND THE NORTH-AND-SOUTH RUNWAY,
 NU0588'IN THE PAVEMENT, AND FLUSH WITH THE PAVEMENT.  A CORPS OF ENGINEERS,
 NU0588'U.S. ARMY, STANDARD DISK, STAMPED E/WN/S RWYS P.I.
 NU0588
 NU0588                          STATION RECOVERY (1962)
 NU0588
 NU0588'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1962
 NU0588'RECOVERED IN GOOD CONDITION.
 NU0588
 NU0588                          STATION RECOVERY (1983)
 NU0588
 NU0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0588'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1053 ***********************************************************************
 TO1053  DESIGNATION -  EXPERIMENTAL
 TO1053  PID         -  TO1053
 TO1053  STATE/COUNTY-  ID/BONNER
 TO1053  USGS QUAD   -  HAPPY FORK GAP (1996)
 TO1053
 TO1053                         *CURRENT SURVEY CONTROL
 TO1053  ___________________________________________________________________
 TO1053* NAD 83(1992)-  48 20 47.02421(N)    116 43 35.45219(W)     ADJUSTED  
 TO1053* NAVD 88     -      1824.7    (meters)    5987.     (feet)  VERTCON   
 TO1053  ___________________________________________________________________
 TO1053  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 TO1053  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TO1053
 TO1053  HORZ ORDER  -  SECOND
 TO1053
 TO1053.The horizontal coordinates were established by classical geodetic methods
 TO1053.and adjusted by the National Geodetic Survey in July 1992..
 TO1053
 TO1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1053
 TO1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1053
 TO1053.The geoid height was determined by GEOID03.
 TO1053
 TO1053;                    North         East     Units Scale Factor Converg.
 TO1053;SPC ID W     -   742,742.453   727,621.660   MT  0.99999768   -0 43 46.8
 TO1053;UTM  11      - 5,354,837.959   520,263.836   MT  0.99960505   +0 12 15.6
 TO1053
 TO1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1053!SPC ID W     -   0.99971670  x   0.99999768  =   0.99971438
 TO1053!UTM  11      -   0.99971670  x   0.99960505  =   0.99932186
 TO1053
 TO1053|---------------------------------------------------------------------|
 TO1053| PID    Reference Object                     Distance      Geod. Az  |
 TO1053|                                                           dddmmss.s |
 TO1053| CH7325 EXPERIMENTAL RM 1                     9.401 METERS 00119     |
 TO1053| TO1058 ATLASTA LOOKOUT                     APPROX. 9.1 KM 0060845.7 |
 TO1053| TO1055 SAND POINT BALDY LOOKOUT            APPROX. 2.9 KM 1243253.5 |
 TO1053| CH6980 LOOKING GLASS LOOKOUT                              2791028.5 |
 TO1053| TO1083 GISBORNE MOUNTAIN LOT               APPROX. 2.2 KM 2791307.2 |
 TO1053| CH7324 EXPERIMENTAL RM                       4.299 METERS 30621     |
 TO1053|---------------------------------------------------------------------|
 TO1053
 TO1053                          SUPERSEDED SURVEY CONTROL
 TO1053
 TO1053  NAD 83(1986)-  48 20 47.02891(N)    116 43 35.45097(W) AD(       ) 2
 TO1053  NAD 27      -  48 20 47.32863(N)    116 43 31.76127(W) AD(       ) 2
 TO1053  NGVD 29 (07/19/86) 1823.4    (m)         5982.     (f) VERT ANG       
 TO1053
 TO1053.Superseded values are not recommended for survey control.
 TO1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1053.See file dsdata.txt to determine how the superseded data were derived.
 TO1053
 TO1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP2026454838(NAD 83)
 TO1053_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1053_SETTING: 80 = SET IN A BOULDER
 TO1053_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TO1053
 TO1053  HISTORY     - Date     Condition        Report By
 TO1053  HISTORY     - 1936     MONUMENTED       CGS
 TO1053  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO1053  HISTORY     - 1967     GOOD             USGS
 TO1053
 TO1053                          STATION DESCRIPTION
 TO1053
 TO1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (LCJ)
 TO1053'ABOUT 14 MILES AIR LINE NORTHEAST OF THE TOWN OF PRIEST RIVER,
 TO1053'ABOUT 7 MILES BY ROAD AND TRAIL FROM THE U.S. FOREST SERVICE
 TO1053'EXPERIMENT STATION, AND ON A ROUND GRASS-COVERED HILL.
 TO1053'
 TO1053'TO REACH THE STATION FROM THE TOWN OF PRIEST RIVER, IDAHO,
 TO1053'GO EAST ON U.S. HIGHWAY 195, IMMEDIATELY AFTER CROSSING THE
 TO1053'PRIEST RIVER TURN LEFT AT SIGN READING CCC 127, FOLLOW THE
 TO1053'GRAVEL AND DIRT ROAD FOR 12.6 MILES TO THE CIVILIAN CONSERVATION
 TO1053'CORPS CAMP, CONTINUE STRAIGHT AHEAD FOR 1.4 MILES, TURN RIGHT
 TO1053'OFF GRAVEL ROAD AND GO 0.6 MILE TO THE EXPERIMENT STATION,
 TO1053'GO EAST ON THE LOOKING GLASS LOOKOUT ROAD FOR 1.0 MILE, TURN
 TO1053'RIGHT UPGRADE, GO 0.5 MILE AND TURN LEFT ON MAIN TRAVELED
 TO1053'ROAD, GO 3.9 MILES, TURN RIGHT, GO 0.2 MILE TO FORK, KEEP
 TO1053'RIGHT FORK (LEFT FORK GOES TO LOOKING GLASS LOOKOUT),
 TO1053'CONTINUE 0.5 MILE TO A SADDLE AT THE END OF TRUCK TRAVEL, TAKE
 TO1053'THE TRAIL IN A NORTHEASTERLY DIRECTION, ABOUT A 1/2
 TO1053'MILE PACK TO STATION.
 TO1053'
 TO1053'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BOULDER, AS
 TO1053'DESCRIBED IN NOTE 4.  REFERENCE MARKS ARE STANDARD BRONZE DISKS
 TO1053'IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTE 12A.
 TO1053'
 TO1053'THE AZIMUTH MARK IS LOOKING GLASS LOOKOUT, WHICH IS 1 MILE
 TO1053'WEST OF STATION.
 TO1053
 TO1053                          STATION RECOVERY (1964)
 TO1053
 TO1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO1053'THE STATION AND REFERENCE MARKS WAS RECOVERED IN GOOD CONDITION.
 TO1053'THE LOOKING GLASS LOOKOUT TOWER USED FOR AN AZIMUTH MARK HAS
 TO1053'BEEN DESTROYED, A NEW ONE HAS BEEN BUILT NEAR THE LOCATION OF THE
 TO1053'OLD ONE.  DUE TO ROAD CHANGES A NEW COMPLETE DESCRIPTION FOLLOWS.
 TO1053'
 TO1053'THE STATION IS ABOUT 19 MILES NORTHEAST OF NEWPORT, 14 MILES
 TO1053'NORTH-NORTHEAST OF PRIEST RIVER AND 9 MILES WEST-NORTHWEST OF
 TO1053'SANDPOINT, ON THE HIGHEST POINT OF A GRASS COVERED, ROUND TOP
 TO1053'HILL.
 TO1053'
 TO1053'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2, 195
 TO1053'AND STATE HIGHWAY 57 IN PRIEST RIVER, GO NORTH ON HIGHWAY 57
 TO1053'FOR 3.65 MILES TO A GRAVELED SIDE ROAD RIGHT AT A SIGN PRIEST
 TO1053'RIVER EXPERIMENTAL FOREST 10.  TURN RIGHT AND GO EASTERLY ON
 TO1053'GRAVELED ROAD FOR 0.5 MILE TO THE BEGINNING OF PAVEMENT.
 TO1053'CONTINUE EASTERLY ON PAVED ROAD FOR 4.2 MILES TO THE END OF
 TO1053'PAVEMENT AT A BRIDGE OVER PRIEST RIVER.  CONTINUE EASTERLY ON
 TO1053'GRAVELED ROAD FOR 0.7 MILE TO A FORK AT A SAND PIT.  TAKE THE
 TO1053'LEFT FORK, STRAIGHT AHEAD, AND CONTINUE EASTERLY ON GRAVELED
 TO1053'ROAD FOR 3.2 MILES TO SIDE ROADS RIGHT.  CONTINUE EASTERLY
 TO1053'ON MAIN ROAD FOR 1.15 MILES TO A SIDE ROAD RIGHT AT A SIGN
 TO1053'HEADQUARTERS PRIEST RIVER EXPERIMENTAL FOREST.  TURN
 TO1053'RIGHT AND GO SOUTHEASTERLY ON GRAVELED ROAD FOR 0.2 MILE TO A
 TO1053'FORK.  TAKE THE RIGHT FORK (BENTON CREEK ROAD) AND GO
 TO1053'SOUTHERLY ON GRAVELED ROAD FOR 0.3 MILE TO A FORK AT THE
 TO1053'EXPERIMENTAL STATION.  TAKE THE RIGHT FORK AND CONTINUE SOUTHERLY
 TO1053'ON GRAVELED ROAD FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK
 TO1053'(BENTON CREEK ROAD) AND CONTINUE SOUTHERLY FOR 0.85 MILE TO A
 TO1053'FORK AT A SIGN SOUTH RIDGE ROAD, GISBORNE MT 8.  TAKE THE RIGHT
 TO1053'FORK AND CONTINUE SOUTHERLY ON GRADED ROAD FOR 2.85 MILES TO A
 TO1053'LOGGING ROAD ON LEFT.  CONTINUE SOUTH AND EASTERLY ON
 TO1053'MAIN ROAD FOR 2.25 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 TO1053'AND GO SOUTHEASTERLY ON MAIN ROAD FOR 1.85 MILES TO A REVERSE
 TO1053'FORK ON THE LEFT AT A SIGN GISBORNE MTN LOOKOUT 0.5 MILE.
 TO1053'CONTINUE AHEAD, EASTERLY, ON MAIN ROAD FOR 0.5 MILE TO WHERE THE
 TO1053'ROAD CROSSES THE SUMMIT AT A SIGN SANDPOINT BALDY 3.5 AND THE
 TO1053'END OF TRUCK TRAVEL, FROM HERE PACK EASTERLY UP TRAIL FOR
 TO1053'ABOUT 1/2 MILE TO THE BASE OF A GRASSY HILL.  TURN LEFT,
 TO1053'LEAVING TRAIL, AND GO NORTHEAST TO THE TOP OF THE HILL AND
 TO1053'THE STATION.  ABOUT A 30 MINUTE PACK.
 TO1053'
 TO1053'STATION MARK IS A STANDARD DISK, STAMPED EXPERIMENTAL 1936,
 TO1053'CEMENTED IN A DRILL HOLE IN A 5 X 8 INCH BOULDER PROJECTING
 TO1053'6 INCHES.  IT IS 21 FEET SOUTHEAST OF A 6 X 8 FOOT BOULDER
 TO1053'THAT PROJECTS 3 FEET.
 TO1053'
 TO1053'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EXPERIMENTAL NO
 TO1053'1 36, CEMENTED IN A DRILL HOLE IN A 1 X 3 FOOT ROCK OUTCROP
 TO1053'PROJECTING 10 INCHES.  IT IS 9 FEET NORTHEAST OF THE 6 X 8
 TO1053'FOOT BOULDER AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TO1053'
 TO1053'REFERENCE MARK IS A STANDARD DISK, STAMPED EXPERIMENTAL 1936,
 TO1053'CEMENTED IN A DRILL HOLE IN A 1 X 3 FOOT ROCK OUTCROP PROJECTING
 TO1053'2 INCHES.  IT IS 8 FEET SOUTHWEST OF THE 6 X 8 FOOT BOULDER AND
 TO1053'ABOUT 1 FOOT LOWER THAN THE STATION.
 TO1053
 TO1053                          STATION RECOVERY (1967)
 TO1053
 TO1053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO1053'STATION MARK--STANDARD DISK STAMPED---EXPERIMENTAL 1936---, CEMENTED
 TO1053'IN A DRILL HOLE IN A 5 X 8 IN. BOULDER PROJECTING 6 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0957 ***********************************************************************
 NV0957  DESIGNATION -  EXTRA
 NV0957  PID         -  NV0957
 NV0957  STATE/COUNTY-  ID/ELMORE
 NV0957  USGS QUAD   -  GLENNS FERRY (1992)
 NV0957
 NV0957                         *CURRENT SURVEY CONTROL
 NV0957  ___________________________________________________________________
 NV0957* NAD 83(1992)-  42 52 49.47103(N)    115 18 41.59041(W)     ADJUSTED  
 NV0957* NAVD 88     -       958.9    (meters)    3146.     (feet)  VERTCON   
 NV0957  ___________________________________________________________________
 NV0957  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 NV0957  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 NV0957
 NV0957  HORZ ORDER  -  THIRD
 NV0957
 NV0957.The horizontal coordinates were established by classical geodetic methods
 NV0957.and adjusted by the National Geodetic Survey in July 1992..
 NV0957
 NV0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0957
 NV0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0957
 NV0957.The geoid height was determined by GEOID03.
 NV0957
 NV0957;                    North         East     Units Scale Factor Converg.
 NV0957;SPC ID W     -   134,905.029   835,818.298   MT  0.99994911   +0 17 54.1
 NV0957;UTM  11      - 4,748,917.268   637,890.657   MT  0.99983392   +1 08 56.8
 NV0957
 NV0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0957!SPC ID W     -   0.99985215  x   0.99994911  =   0.99980127
 NV0957!UTM  11      -   0.99985215  x   0.99983392  =   0.99968609
 NV0957
 NV0957:                Primary Azimuth Mark                     Grid Az
 NV0957:SPC ID W     -  JACK                                     263 39 14.7
 NV0957:UTM  11      -  JACK                                     262 48 12.0
 NV0957
 NV0957|---------------------------------------------------------------------|
 NV0957| PID    Reference Object                     Distance      Geod. Az  |
 NV0957|                                                           dddmmss.s |
 NV0957| NV0968 JACK                                APPROX. 7.6 KM 2635708.8 |
 NV0957|---------------------------------------------------------------------|
 NV0957
 NV0957                          SUPERSEDED SURVEY CONTROL
 NV0957
 NV0957  NAD 83(1986)-  42 52 49.47082(N)    115 18 41.58903(W) AD(       ) 3
 NV0957  NGVD 29 (01/23/89)  958.1    (m)         3143.     (f) VERT ANG       
 NV0957
 NV0957.Superseded values are not recommended for survey control.
 NV0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0957.See file dsdata.txt to determine how the superseded data were derived.
 NV0957
 NV0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3789148917(NAD 83)
 NV0957_MARKER: DS = TRIANGULATION STATION DISK
 NV0957_SETTING: 0 = UNSPECIFIED SETTING
 NV0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0957
 NV0957  HISTORY     - Date     Condition        Report By
 NV0957  HISTORY     - 1946     MONUMENTED       USGS
 NV0957
 NV0957                          STATION DESCRIPTION
 NV0957
 NV0957'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV0957'LOCATED ABOUT 4 MI. (AIRLINE) S. OF GLENNS FERRY, 1.5 MI. W. OF
 NV0957'ROSEBUD CREEK, 1500 FT. W. OF THE RD., ON THE TOP OF HIGHEST RIDGE IN
 NV0957'VICINITY.
 NV0957'
 NV0957'TO REACH FROM GLENNS FERRY POST OFFICE, DRIVE E. ON U.S. HIGHWAY 30
 NV0957'FOR 0.8 MI. AND KEEP STRAIGHT AHEAD, GO 0.1 MI. THROUGH UNDERPASS,
 NV0957'DRIVE 0.3 MI. CROSS BRIDGE OVER SNAKE RIVER AND KEEP RIGHT AT THE
 NV0957'END OF THE BRIDGE, GO 0.3 MI., TURN RIGHT 1 MI. TO THE BASE OF HILL,
 NV0957'BEAR RIGHT ALONG BASE OF HILL (W.) FOR 1.3 MI. TO CATTLEGUARD ABOUT
 NV0957'200 YDS. E. OF SOME RANCH BUILDINGS, GO STRAIGHT AHEAD FOR 300 FT.
 NV0957'THEN TURN LEFT AND GO 0.5 MI. TO GATE, PASS THROUGH GATE AND BEAR
 NV0957'RIGHT UP THE DRAW FOR 2.7 MI. TO SUMMIT AND FIRE BREAK ON LEFT,
 NV0957'CONTINUE STRAIGHT AHEAD 0.5 MI. TO RD. COMING IN FROM RIGHT, GO
 NV0957'STRAIGHT AHEAD 1.2 MI. TO A FIRE BREAK ON RIGHT, TURN RIGHT ONTO
 NV0957'FIRE BREAK FOR 0.3 MI. TO STATION, 130 FT. ON LEFT.
 NV0957'
 NV0957'STATION MARK--STANDARD TABLET STAMPED---EXTRA 1946---, CEMENTED IN
 NV0957'THE TOP OF A PARTIALLY BURIED BOULDER.
 NV0957'
 NV0957'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN TOP
 NV0957'OF BURIED BOULDER, 26.47 FT. FROM STATION MARK IN BEARING N 12 DEG.
 NV0957'03 MIN. E..
 NV0957'
 NV0957'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN TOP
 NV0957'OF BURIED BOULDER, 28.71 FT. FROM STATION MARK IN BEARING S 89 DEG.
 NV0957'50 MIN. E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0863 ***********************************************************************
 OZ0863  DESIGNATION -  EXTRA
 OZ0863  PID         -  OZ0863
 OZ0863  STATE/COUNTY-  ID/ELMORE
 OZ0863  USGS QUAD   -  CRATER RINGS SE (1992)
 OZ0863
 OZ0863                         *CURRENT SURVEY CONTROL
 OZ0863  ___________________________________________________________________
 OZ0863* NAD 83(1992)-  43 04 27.41240(N)    115 48 59.12781(W)     ADJUSTED  
 OZ0863* NAVD 88     -       948.7    (meters)    3113.     (feet)  VERTCON   
 OZ0863  ___________________________________________________________________
 OZ0863  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 OZ0863  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 OZ0863
 OZ0863  HORZ ORDER  -  THIRD
 OZ0863
 OZ0863.The horizontal coordinates were established by classical geodetic methods
 OZ0863.and adjusted by the National Geodetic Survey in July 1992..
 OZ0863
 OZ0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0863
 OZ0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0863
 OZ0863.The geoid height was determined by GEOID03.
 OZ0863
 OZ0863;                    North         East     Units Scale Factor Converg.
 OZ0863;SPC ID W     -   156,350.230   794,590.581   MT  0.99993369   -0 02 43.3
 OZ0863;UTM  11      - 4,769,743.386   596,355.477   MT  0.99971421   +0 48 30.2
 OZ0863
 OZ0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0863!SPC ID W     -   0.99985376  x   0.99993369  =   0.99978746
 OZ0863!UTM  11      -   0.99985376  x   0.99971421  =   0.99956801
 OZ0863
 OZ0863:                Primary Azimuth Mark                     Grid Az
 OZ0863:SPC ID W     -  CRANE FALLS                              184 57 45.4
 OZ0863:UTM  11      -  CRANE FALLS                              184 06 31.9
 OZ0863
 OZ0863|---------------------------------------------------------------------|
 OZ0863| PID    Reference Object                     Distance      Geod. Az  |
 OZ0863|                                                           dddmmss.s |
 OZ0863| NV1205 CRANE FALLS                         APPROX.10.1 KM 1845502.1 |
 OZ0863|---------------------------------------------------------------------|
 OZ0863
 OZ0863                          SUPERSEDED SURVEY CONTROL
 OZ0863
 OZ0863  NAD 83(1986)-  43 04 27.41306(N)    115 48 59.12361(W) AD(       ) 3
 OZ0863  NGVD 29 (01/23/89)  947.9    (m)         3110.     (f) VERT ANG       
 OZ0863
 OZ0863.Superseded values are not recommended for survey control.
 OZ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0863.See file dsdata.txt to determine how the superseded data were derived.
 OZ0863
 OZ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9635569743(NAD 83)
 OZ0863_MARKER: DD = SURVEY DISK
 OZ0863_SETTING: 80 = SET IN A BOULDER
 OZ0863_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OZ0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0863+STABILITY: SURFACE MOTION
 OZ0863
 OZ0863  HISTORY     - Date     Condition        Report By
 OZ0863  HISTORY     - 1955     MONUMENTED       USGS
 OZ0863
 OZ0863                          STATION DESCRIPTION
 OZ0863
 OZ0863'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OZ0863'LOCATED ABOUT 7.7 MI. SW. OF MOUNTAIN HOME AND 3 MI. NE. OF MOUNTAIN
 OZ0863'HOME AIR FORCE BASE, 0.5 MI. SE. OF AIR FORCE RAILROAD SPUR AND 150
 OZ0863'FT. NW. OF TELEPHONE LINE.
 OZ0863'
 OZ0863'TO REACH FROM MOUNTAIN HOME POST OFFICE, DRIVE SE. ON U.S. HIGHWAY 30
 OZ0863'FOR 0.4 MI. TO JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 51, TURN
 OZ0863'RIGHT (W.) FOR 1.1 MI. TO Y-RD. JUNCTION, TURN LEFT (S.) ALONG STATE
 OZ0863'HIGHWAY 51 FOR 2.4 MI. TO T-RD. W., TURN RIGHT (W.) ON GRAVEL RD. FOR
 OZ0863'3.8 MI. TO CROSSROADS, TURN LEFT (SW.) ON DIRT RD. FOR 1 MI. TO TRACK
 OZ0863'RD. S., TURN LEFT (S.) ON TRACK RD. FOR 0.3 MI. TO TELEPHONE LINE,
 OZ0863'TURN RIGHT ALONG TELEPHONE LINE RD. FOR 0.4 MI. TO STATION.
 OZ0863'
 OZ0863'STATION MARK--STANDARD BRONZE TABLET STAMPED---EXTRA 1955---,
 OZ0863'CEMENTED IN DRILL HOLE IN LARGE FLAT-TOPPED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0674 ***********************************************************************
 QA0674  DESIGNATION -  EZRA
 QA0674  PID         -  QA0674
 QA0674  STATE/COUNTY-  ID/LEMHI
 QA0674  USGS QUAD   -  HAT CREEK (1963)
 QA0674
 QA0674                         *CURRENT SURVEY CONTROL
 QA0674  ___________________________________________________________________
 QA0674* NAD 83(1992)-  44 48 03.41292(N)    114 00 21.79367(W)     ADJUSTED  
 QA0674* NAVD 88     -      1369.2    (meters)    4492.     (feet)  VERTCON   
 QA0674  ___________________________________________________________________
 QA0674  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 QA0674  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 QA0674
 QA0674  HORZ ORDER  -  SECOND
 QA0674
 QA0674.The horizontal coordinates were established by classical geodetic methods
 QA0674.and adjusted by the National Geodetic Survey in July 1992..
 QA0674
 QA0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0674
 QA0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0674
 QA0674.The geoid height was determined by GEOID03.
 QA0674
 QA0674;                    North         East     Units Scale Factor Converg.
 QA0674;SPC ID C     -   348,191.927   499,521.053   MT  0.99994737   -0 00 15.4
 QA0674;UTM  11      - 4,965,199.942   736,785.239   MT  1.00028950   +2 06 38.3
 QA0674;UTM  12      - 4,965,235.304   262,257.188   MT  1.00029509   -2 07 09.1
 QA0674
 QA0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0674!SPC ID C     -   0.99978734  x   0.99994737  =   0.99973472
 QA0674!UTM  11      -   0.99978734  x   1.00028950  =   1.00007678
 QA0674!UTM  12      -   0.99978734  x   1.00029509  =   1.00008237
 QA0674
 QA0674|---------------------------------------------------------------------|
 QA0674| PID    Reference Object                     Distance      Geod. Az  |
 QA0674|                                                           dddmmss.s |
 QA0674| QA0675 HIGHWAY 93 MARK                       4.493 METERS 11732     |
 QA0674| CD5055 EZRA RM 1                            16.949 METERS 24610     |
 QA0674| CD5056 EZRA RM 2                            18.032 METERS 32104     |
 QA0674| CD5054 EZRA AZ MK                                         3302615.3 |
 QA0674|---------------------------------------------------------------------|
 QA0674
 QA0674                          SUPERSEDED SURVEY CONTROL
 QA0674
 QA0674  NAD 83(1986)-  44 48 03.41261(N)    114 00 21.79001(W) AD(       ) 2
 QA0674  NAD 27      -  44 48 03.67610(N)    114 00 18.56190(W) AD(       ) 2
 QA0674  NGVD 29 (07/19/86) 1368.0    (m)         4488.     (f) VERT ANG       
 QA0674
 QA0674.Superseded values are not recommended for survey control.
 QA0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0674.See file dsdata.txt to determine how the superseded data were derived.
 QA0674
 QA0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK3678565200(NAD 83)
 QA0674_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0674
 QA0674  HISTORY     - Date     Condition        Report By
 QA0674  HISTORY     - 1957     MONUMENTED       CGS
 QA0674
 QA0674                          STATION DESCRIPTION
 QA0674
 QA0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0674'STATION IS LOCATED, AIRLINE, ABOUT 25 MILES SOUTH OF SALMON,
 QA0674'9 MILES NORTH NORTHEAST OF THE U.S. POST OFFICE AT ELLIS AND ON
 QA0674'THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 93 JUST EAST OF A CABLE
 QA0674'CROSSING THE SALMON RIVER.
 QA0674'
 QA0674'STATION IS REACHED AS FOLLOWS.  FROM THE U.S. POST OFFICE IN
 QA0674'SALMON, GO SOUTHEAST ON U.S. HIGHWAY 93 FOR 0.4 MILE TO THE
 QA0674'JUNCTION OF STATE HIGHWAY 28.  TURN RIGHT, SOUTH, ON HIGHWAY
 QA0674'93 AND GO 30.0 MILES TO A JOG IN THE RIGHT-OF-WAY FENCE ON
 QA0674'THE LEFT, A CABLE CROSSING THE SALMON ON THE RIGHT AND THE
 QA0674'STATION ON THE LEFT.
 QA0674'
 QA0674'STATION MARK, STAMPED EZRA 1957, IS A STANDARD DISK SET IN THE
 QA0674'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 QA0674'IT IS 33.8 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 4.4
 QA0674'FEET WEST OF A WITNESS POST AND AT THE JOG IN THE FENCELINE.
 QA0674'
 QA0674'REFERENCE MARK NUMBER 1, STAMPED EZRA NO 1 1957, IS A STANDARD
 QA0674'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, PROJECTING
 QA0674'4 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.  IT IS
 QA0674'19.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 10 FEET NORTH
 QA0674'OF A DRIVEWAY LEADING TO THE RIVER.
 QA0674'
 QA0674'REFERENCE MARK NUMBER 2, STAMPED EZRA NO 2 1957, IS A STANDARD
 QA0674'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, PROJECTING
 QA0674'3 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.  IT
 QA0674'IS 37.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 12
 QA0674'INCHES WEST OF A FENCELINE.
 QA0674'
 QA0674'AZIMUTH MARK, STAMPED EZRA 1957, IS A STANDARD DISK CEMENTED
 QA0674'IN A DRILL HOLE IN A BOULDER 8 BY 6 FEET AND PROJECTING 5
 QA0674'FEET.  TO REACH FROM THE STATION, GO NORTH ON THE HIGHWAY
 QA0674'FOR 0.25 MILE TO A SMALL CREEK.  PACK TO THE RIGHT, NORTHEAST,
 QA0674'FOR ABOUT 400 FEET TO A LARGE BOULDER AND THE AZIMUTH MARK.
 QA0674'IT IS ABOUT 150 FEET SOUTH OF THE SMALL CREEK AND ABOUT 30
 QA0674'FEET HIGHER THAN THE HIGHWAY.
 QA0674'
 QA0674'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0498 ***********************************************************************
 SU0498  DESIGNATION -  F
 SU0498  PID         -  SU0498
 SU0498  STATE/COUNTY-  ID/SHOSHONE
 SU0498  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0498
 SU0498                         *CURRENT SURVEY CONTROL
 SU0498  ___________________________________________________________________
 SU0498* NAD 83(1986)-  47 27 41.     (N)    115 43 47.     (W)     SCALED    
 SU0498* NAVD 88     -      1233.224  (meters)    4046.00   (feet)  ADJUSTED  
 SU0498  ___________________________________________________________________
 SU0498  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 SU0498  DYNAMIC HT  -        1233.104 (meters)    4045.61  (feet)  COMP
 SU0498  MODELED GRAV-     980,472.8   (mgal)                       NAVD 88
 SU0498
 SU0498  VERT ORDER  -  SECOND    CLASS 0
 SU0498
 SU0498.The horizontal coordinates were scaled from a topographic map and have
 SU0498.an estimated accuracy of +/- 6 seconds.
 SU0498
 SU0498.The orthometric height was determined by differential leveling
 SU0498.and adjusted by the National Geodetic Survey in June 1991..
 SU0498
 SU0498.The geoid height was determined by GEOID03.
 SU0498
 SU0498.The dynamic height is computed by dividing the NAVD 88
 SU0498.geopotential number by the normal gravity value computed on the
 SU0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0498.degrees latitude (g = 980.6199 gals.).
 SU0498
 SU0498.The modeled gravity was interpolated from observed gravity values.
 SU0498
 SU0498;                    North         East    Units  Estimated Accuracy
 SU0498;SPC ID W     -   643,890.      801,530.      MT  (+/- 180 meters Scaled)
 SU0498
 SU0498                          SUPERSEDED SURVEY CONTROL
 SU0498
 SU0498  NGVD 29 (??/??/92) 1232.012  (m)         4042.03   (f) ADJ UNCH    2 0
 SU0498
 SU0498.Superseded values are not recommended for survey control.
 SU0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0498.See file dsdata.txt to determine how the superseded data were derived.
 SU0498
 SU0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN957572(NAD 83)
 SU0498_MARKER: DD = SURVEY DISK
 SU0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0498_STAMPING: F
 SU0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0498+STABILITY: SURFACE MOTION
 SU0498
 SU0498  HISTORY     - Date     Condition        Report By
 SU0498  HISTORY     - UNK      MONUMENTED       IDPWD
 SU0498  HISTORY     - 1958     GOOD             NGS
 SU0498  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0498
 SU0498                          STATION DESCRIPTION
 SU0498
 SU0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SU0498'3.9 MI E FROM MULLAN.
 SU0498'3.9 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE INTERSECTION OF BOULDER
 SU0498'CREEK ROAD AND U.S. 10 AT MULLAN, 22.0 FEET EAST OF THE EDGE OF
 SU0498'PAVEMENT, SET IN THE TOP OF A ROUND CONCRETE POST.
 SU0498
 SU0498                          STATION RECOVERY (1982)
 SU0498
 SU0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0045 ***********************************************************************
 NU0045  DESIGNATION -  F 1
 NU0045  PID         -  NU0045
 NU0045  STATE/COUNTY-  ID/BANNOCK
 NU0045  USGS QUAD   -  ARIMO (1968)
 NU0045
 NU0045                         *CURRENT SURVEY CONTROL
 NU0045  ___________________________________________________________________
 NU0045* NAD 83(1986)-  42 35 18.     (N)    112 10 59.     (W)     SCALED    
 NU0045* NAVD 88     -      1446.178  (meters)    4744.67   (feet)  ADJUSTED  
 NU0045  ___________________________________________________________________
 NU0045  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 NU0045  DYNAMIC HT  -        1445.265 (meters)    4741.67  (feet)  COMP
 NU0045  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 NU0045
 NU0045  VERT ORDER  -  FIRST     CLASS I
 NU0045
 NU0045.The horizontal coordinates were scaled from a topographic map and have
 NU0045.an estimated accuracy of +/- 6 seconds.
 NU0045
 NU0045.The orthometric height was determined by differential leveling
 NU0045.and adjusted by the National Geodetic Survey in June 1991..
 NU0045
 NU0045.The geoid height was determined by GEOID03.
 NU0045
 NU0045.The dynamic height is computed by dividing the NAVD 88
 NU0045.geopotential number by the normal gravity value computed on the
 NU0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0045.degrees latitude (g = 980.6199 gals.).
 NU0045
 NU0045.The modeled gravity was interpolated from observed gravity values.
 NU0045
 NU0045;                    North         East    Units  Estimated Accuracy
 NU0045;SPC ID E     -   102,370.      198,660.      MT  (+/- 180 meters Scaled)
 NU0045
 NU0045                          SUPERSEDED SURVEY CONTROL
 NU0045
 NU0045  NGVD 29 (??/??/92) 1445.108  (m)         4741.16   (f) ADJ UNCH    1 1
 NU0045
 NU0045.Superseded values are not recommended for survey control.
 NU0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0045.See file dsdata.txt to determine how the superseded data were derived.
 NU0045
 NU0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN029157(NAD 83)
 NU0045_MARKER: Q = CHISELED SQUARE
 NU0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0045_SP_SET: CULVERT
 NU0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0045
 NU0045  HISTORY     - Date     Condition        Report By
 NU0045  HISTORY     - UNK      MONUMENTED       CGS
 NU0045  HISTORY     - 1967     GOOD             NGS
 NU0045
 NU0045                          STATION DESCRIPTION
 NU0045
 NU0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0045'1.9 MI N FROM ARIMO.
 NU0045'1.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0045'ARIMO, 4 POLES NORTH OF MILEPOLE 106.5, IN THE TOP AND 0.7 FOOT SOUTH
 NU0045'OF THE NORTH END OF THE EAST STONE HEAD WALL OF CULVERT 106.61, 4.0
 NU0045'FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0357 ***********************************************************************
 NU0357  DESIGNATION -  F 100
 NU0357  PID         -  NU0357
 NU0357  STATE/COUNTY-  ID/ONEIDA
 NU0357  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0357
 NU0357                         *CURRENT SURVEY CONTROL
 NU0357  ___________________________________________________________________
 NU0357* NAD 83(1986)-  42 16 42.     (N)    112 12 34.     (W)     SCALED    
 NU0357* NAVD 88     -      1541.333  (meters)    5056.86   (feet)  ADJUSTED  
 NU0357  ___________________________________________________________________
 NU0357  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 NU0357  DYNAMIC HT  -        1540.290 (meters)    5053.43  (feet)  COMP
 NU0357  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 NU0357
 NU0357  VERT ORDER  -  SECOND    CLASS 0
 NU0357
 NU0357.The horizontal coordinates were scaled from a topographic map and have
 NU0357.an estimated accuracy of +/- 6 seconds.
 NU0357
 NU0357.The orthometric height was determined by differential leveling
 NU0357.and adjusted by the National Geodetic Survey in June 1991..
 NU0357
 NU0357.The geoid height was determined by GEOID03.
 NU0357
 NU0357.The dynamic height is computed by dividing the NAVD 88
 NU0357.geopotential number by the normal gravity value computed on the
 NU0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0357.degrees latitude (g = 980.6199 gals.).
 NU0357
 NU0357.The modeled gravity was interpolated from observed gravity values.
 NU0357
 NU0357;                    North         East    Units  Estimated Accuracy
 NU0357;SPC ID E     -    67,940.      196,470.      MT  (+/- 180 meters Scaled)
 NU0357
 NU0357                          SUPERSEDED SURVEY CONTROL
 NU0357
 NU0357  NGVD 29 (??/??/92) 1540.240  (m)         5053.27   (f) ADJ UNCH    2 0
 NU0357
 NU0357.Superseded values are not recommended for survey control.
 NU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0357.See file dsdata.txt to determine how the superseded data were derived.
 NU0357
 NU0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM002813(NAD 83)
 NU0357_MARKER: DB = BENCH MARK DISK
 NU0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0357_STAMPING: F 100 1960
 NU0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0357+STABILITY: SURFACE MOTION
 NU0357
 NU0357  HISTORY     - Date     Condition        Report By
 NU0357  HISTORY     - 1960     MONUMENTED       CGS
 NU0357  HISTORY     - 1967     GOOD             NGS
 NU0357
 NU0357                          STATION DESCRIPTION
 NU0357
 NU0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0357'5.9 MI N FROM MALAD.
 NU0357'5.9 MILES NORTH ALONG U.S. HIGHWAY FROM JUNCTION WITH STATE HIGHWAY 37
 NU0357'AT EAST LIMITS OF MALAD, AT THE NORTH END OF A CURVE AND THE CROSSING
 NU0357'OF A POLE LINE, 165 FEET SOUTH FROM AND E-W FENCE, 49 FEET WEST OF THE
 NU0357'CENTER OF THE HIGHWAY, 20 FEET EAST FROM THE N-S RIGHT OF WAY FENCE,
 NU0357'20 FEET SOUTHWEST FROM A POLE, 1.4 FEET SOUTH OF A METAL WITNESS POST
 NU0357'WITH SIGN, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 NU0357'PROJECTING 4 INCHES ABOVE GROUND, ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1270 ***********************************************************************
 NU1270  DESIGNATION -  F 101
 NU1270  PID         -  NU1270
 NU1270  STATE/COUNTY-  ID/CASSIA
 NU1270  USGS QUAD   -  RUPERT SE (1978)
 NU1270
 NU1270                         *CURRENT SURVEY CONTROL
 NU1270  ___________________________________________________________________
 NU1270* NAD 83(1986)-  42 34 08.     (N)    113 32 08.     (W)     SCALED    
 NU1270* NAVD 88     -      1308.949  (meters)    4294.44   (feet)  ADJUSTED  
 NU1270  ___________________________________________________________________
 NU1270  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1270  DYNAMIC HT  -        1308.196 (meters)    4291.97  (feet)  COMP
 NU1270  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 NU1270
 NU1270  VERT ORDER  -  SECOND    CLASS 0
 NU1270
 NU1270.The horizontal coordinates were scaled from a topographic map and have
 NU1270.an estimated accuracy of +/- 6 seconds.
 NU1270
 NU1270.The orthometric height was determined by differential leveling
 NU1270.and adjusted by the National Geodetic Survey in June 1991..
 NU1270
 NU1270.The geoid height was determined by GEOID03.
 NU1270
 NU1270.The dynamic height is computed by dividing the NAVD 88
 NU1270.geopotential number by the normal gravity value computed on the
 NU1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1270.degrees latitude (g = 980.6199 gals.).
 NU1270
 NU1270.The modeled gravity was interpolated from observed gravity values.
 NU1270
 NU1270;                    North         East    Units  Estimated Accuracy
 NU1270;SPC ID C     -   100,310.      538,130.      MT  (+/- 180 meters Scaled)
 NU1270
 NU1270                          SUPERSEDED SURVEY CONTROL
 NU1270
 NU1270  NGVD 29 (??/??/92) 1307.977  (m)         4291.25   (f) ADJ UNCH    2 0
 NU1270
 NU1270.Superseded values are not recommended for survey control.
 NU1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1270.See file dsdata.txt to determine how the superseded data were derived.
 NU1270
 NU1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN918160(NAD 83)
 NU1270_MARKER: DB = BENCH MARK DISK
 NU1270_SETTING: 66 = SET IN ROCK OUTCROP
 NU1270_SP_SET: BEDROCK
 NU1270_STAMPING: F 101 1960
 NU1270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1270+STABILITY: POSITION/ELEVATION WELL
 NU1270
 NU1270  HISTORY     - Date     Condition        Report By
 NU1270  HISTORY     - 1960     MONUMENTED       CGS
 NU1270  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU1270
 NU1270                          STATION DESCRIPTION
 NU1270
 NU1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1270'7.65 MI NE FROM DECLO.
 NU1270'3.35 MILES NORTH ON STATE HIGHWAY 77 FROM DECLO TO THE JUNCTION OF
 NU1270'STATE HIGHWAY 77 AND INTERSTATE HIGHWAY 80N, THENCE 4.3 MILES EAST ON
 NU1270'INTERSTATE HIGHWAY 80N, 39 FEET NORTH OF THE CENTERLINE OF THE EAST
 NU1270'BOUND TRAFFIC LANE, 12 FEET SOUTH OF A METAL WITNESS POST WITH SIGN,
 NU1270'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND AND ABOUT 3 FEET
 NU1270'ABOVE THE HIGHWAY.
 NU1270
 NU1270                          STATION RECOVERY (1983)
 NU1270
 NU1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1270'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NU1270'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1040 ***********************************************************************
 NU1040  DESIGNATION -  F 102
 NU1040  PID         -  NU1040
 NU1040  STATE/COUNTY-  ID/CASSIA
 NU1040  USGS QUAD   -  SUBLETT RESERVOIR (1985)
 NU1040
 NU1040                         *CURRENT SURVEY CONTROL
 NU1040  ___________________________________________________________________
 NU1040* NAD 83(1986)-  42 15 24.     (N)    113 06 35.     (W)     SCALED    
 NU1040* NAVD 88     -      1556.415  (meters)    5106.34   (feet)  ADJUSTED  
 NU1040  ___________________________________________________________________
 NU1040  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NU1040  DYNAMIC HT  -        1555.359 (meters)    5102.87  (feet)  COMP
 NU1040  MODELED GRAV-     979,888.6   (mgal)                       NAVD 88
 NU1040
 NU1040  VERT ORDER  -  SECOND    CLASS 0
 NU1040
 NU1040.The horizontal coordinates were scaled from a topographic map and have
 NU1040.an estimated accuracy of +/- 6 seconds.
 NU1040
 NU1040.The orthometric height was determined by differential leveling
 NU1040.and adjusted by the National Geodetic Survey in June 1991..
 NU1040
 NU1040.The geoid height was determined by GEOID03.
 NU1040
 NU1040.The dynamic height is computed by dividing the NAVD 88
 NU1040.geopotential number by the normal gravity value computed on the
 NU1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1040.degrees latitude (g = 980.6199 gals.).
 NU1040
 NU1040.The modeled gravity was interpolated from observed gravity values.
 NU1040
 NU1040;                    North         East    Units  Estimated Accuracy
 NU1040;SPC ID C     -    65,910.      573,460.      MT  (+/- 180 meters Scaled)
 NU1040
 NU1040                          SUPERSEDED SURVEY CONTROL
 NU1040
 NU1040  NGVD 29 (??/??/92) 1555.304  (m)         5102.69   (f) ADJ UNCH    2 0
 NU1040
 NU1040.Superseded values are not recommended for survey control.
 NU1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1040.See file dsdata.txt to determine how the superseded data were derived.
 NU1040
 NU1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM259804(NAD 83)
 NU1040_MARKER: DB = BENCH MARK DISK
 NU1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1040_STAMPING: F 102 1960
 NU1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1040+STABILITY: SURFACE MOTION
 NU1040
 NU1040  HISTORY     - Date     Condition        Report By
 NU1040  HISTORY     - 1960     MONUMENTED       CGS
 NU1040
 NU1040                          STATION DESCRIPTION
 NU1040
 NU1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1040'17.3 MI SE FROM MALTA.
 NU1040'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1040'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A GRAVEL ROAD, THENCE 2.3
 NU1040'MILES SOUTH, THENCE 4.4 MILES SOUTHEAST ALONG THE GRAVEL ROAD LEADING
 NU1040'TO JUNIPER, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST
 NU1040'OF A FENCE LINE, 10.5 FEET NORTH OF A FENCE LINE, 1.4 FEET WEST OF A
 NU1040'METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST
 NU1040'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1190 ***********************************************************************
 NU1190  DESIGNATION -  F 103
 NU1190  PID         -  NU1190
 NU1190  STATE/COUNTY-  ID/MINIDOKA
 NU1190  USGS QUAD   -  BURLEY SE (1978)
 NU1190
 NU1190                         *CURRENT SURVEY CONTROL
 NU1190  ___________________________________________________________________
 NU1190* NAD 83(1986)-  42 34 06.     (N)    113 48 49.     (W)     SCALED    
 NU1190* NAVD 88     -      1265.310  (meters)    4151.27   (feet)  ADJUSTED  
 NU1190  ___________________________________________________________________
 NU1190  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NU1190  DYNAMIC HT  -        1264.597 (meters)    4148.93  (feet)  COMP
 NU1190  MODELED GRAV-     980,014.2   (mgal)                       NAVD 88
 NU1190
 NU1190  VERT ORDER  -  SECOND    CLASS 0
 NU1190
 NU1190.The horizontal coordinates were scaled from a topographic map and have
 NU1190.an estimated accuracy of +/- 6 seconds.
 NU1190
 NU1190.The orthometric height was determined by differential leveling
 NU1190.and adjusted by the National Geodetic Survey in June 1991..
 NU1190
 NU1190.The geoid height was determined by GEOID03.
 NU1190
 NU1190.The dynamic height is computed by dividing the NAVD 88
 NU1190.geopotential number by the normal gravity value computed on the
 NU1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1190.degrees latitude (g = 980.6199 gals.).
 NU1190
 NU1190.The modeled gravity was interpolated from observed gravity values.
 NU1190
 NU1190;                    North         East    Units  Estimated Accuracy
 NU1190;SPC ID C     -   100,170.      515,300.      MT  (+/- 180 meters Scaled)
 NU1190
 NU1190                          SUPERSEDED SURVEY CONTROL
 NU1190
 NU1190  NGVD 29 (??/??/92) 1264.35   (m)         4148.1    (f) COMPUTED    2 0
 NU1190
 NU1190.Superseded values are not recommended for survey control.
 NU1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1190.See file dsdata.txt to determine how the superseded data were derived.
 NU1190
 NU1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN690167(NAD 83)
 NU1190_MARKER: DB = BENCH MARK DISK
 NU1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1190_STAMPING: F 103 1960
 NU1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1190+STABILITY: SURFACE MOTION
 NU1190
 NU1190  HISTORY     - Date     Condition        Report By
 NU1190  HISTORY     - 1960     MONUMENTED       CGS
 NU1190
 NU1190                          STATION DESCRIPTION
 NU1190
 NU1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1190'4.0 MI SW FROM PAUL.
 NU1190'2.0 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE HIGHWAY
 NU1190'25 AT PAUL TO ROAD 300 SOUTH, THENCE 1.5 MILES WEST TO ROAD 750 WEST,
 NU1190'THENCE 0.5 MILE SOUTH, 21.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 NU1190'1.7 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL
 NU1190'CONCRETE POST PROJECTING 1 INCH, ON THE EAST BANK OF A SMALL CANAL,
 NU1190'ABOUT 2 FEET HIGHER THAN THE ROAD AND ON THE SOUTH SIDE OF THE
 NU1190'PROPOSED ROUTE OF INTERSTATE HIGHWAY 80N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0120 ***********************************************************************
 NW0120  DESIGNATION -  F 106
 NW0120  PID         -  NW0120
 NW0120  STATE/COUNTY-  ID/OWYHEE
 NW0120  USGS QUAD   -  STONEHOUSE CREEK (1990)
 NW0120
 NW0120                         *CURRENT SURVEY CONTROL
 NW0120  ___________________________________________________________________
 NW0120* NAD 83(1986)-  42 54 47.     (N)    116 59 42.     (W)     SCALED    
 NW0120* NAVD 88     -      1358.437  (meters)    4456.81   (feet)  ADJUSTED  
 NW0120  ___________________________________________________________________
 NW0120  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 NW0120  DYNAMIC HT  -        1357.689 (meters)    4454.35  (feet)  COMP
 NW0120  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 NW0120
 NW0120  VERT ORDER  -  SECOND    CLASS 0
 NW0120
 NW0120.The horizontal coordinates were scaled from a topographic map and have
 NW0120.an estimated accuracy of +/- 6 seconds.
 NW0120
 NW0120.The orthometric height was determined by differential leveling
 NW0120.and adjusted by the National Geodetic Survey in June 1991..
 NW0120
 NW0120.The geoid height was determined by GEOID03.
 NW0120
 NW0120.The dynamic height is computed by dividing the NAVD 88
 NW0120.geopotential number by the normal gravity value computed on the
 NW0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0120.degrees latitude (g = 980.6199 gals.).
 NW0120
 NW0120.The modeled gravity was interpolated from observed gravity values.
 NW0120
 NW0120;                    North         East    Units  Estimated Accuracy
 NW0120;SPC ID W     -   139,190.      698,350.      MT  (+/- 180 meters Scaled)
 NW0120
 NW0120                          SUPERSEDED SURVEY CONTROL
 NW0120
 NW0120  NGVD 29 (??/??/92) 1357.366  (m)         4453.29   (f) ADJ UNCH    2 0
 NW0120
 NW0120.Superseded values are not recommended for survey control.
 NW0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0120.See file dsdata.txt to determine how the superseded data were derived.
 NW0120
 NW0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH004511(NAD 83)
 NW0120_MARKER: DB = BENCH MARK DISK
 NW0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NW0120_SP_SET: CULVERT
 NW0120_STAMPING: F 106 1963
 NW0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0120
 NW0120  HISTORY     - Date     Condition        Report By
 NW0120  HISTORY     - 1963     MONUMENTED       CGS
 NW0120
 NW0120                          STATION DESCRIPTION
 NW0120
 NW0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0120'6.8 MI SE FROM JORDAN VALLEY, OR.
 NW0120'6.8 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL
 NW0120'AT JORDAN VALLEY, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN
 NW0120'THE TOP OF THE EAST END OF THE EAST-SOUTHEAST WINGWALL OF A STEEL
 NW0120'TRUSS BRIDGE, 0.7 FOOT WEST OF THE EAST END OF THE WINGWALL, AND ABOUT
 NW0120'1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0075 ***********************************************************************
 NW0075  DESIGNATION -  F 107
 NW0075  PID         -  NW0075
 NW0075  STATE/COUNTY-  ID/OWYHEE
 NW0075  USGS QUAD   -  RED BASIN (1973)
 NW0075
 NW0075                         *CURRENT SURVEY CONTROL
 NW0075  ___________________________________________________________________
 NW0075* NAD 83(1986)-  42 17 17.     (N)    116 52 30.     (W)     SCALED    
 NW0075* NAVD 88     -      1520.035  (meters)    4986.98   (feet)  ADJUSTED  
 NW0075  ___________________________________________________________________
 NW0075  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 NW0075  DYNAMIC HT  -        1519.007 (meters)    4983.61  (feet)  COMP
 NW0075  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 NW0075
 NW0075  VERT ORDER  -  SECOND    CLASS 0
 NW0075
 NW0075.The horizontal coordinates were scaled from a topographic map and have
 NW0075.an estimated accuracy of +/- 6 seconds.
 NW0075
 NW0075.The orthometric height was determined by differential leveling
 NW0075.and adjusted by the National Geodetic Survey in June 1991..
 NW0075
 NW0075.The geoid height was determined by GEOID03.
 NW0075
 NW0075.The dynamic height is computed by dividing the NAVD 88
 NW0075.geopotential number by the normal gravity value computed on the
 NW0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0075.degrees latitude (g = 980.6199 gals.).
 NW0075
 NW0075.The modeled gravity was interpolated from observed gravity values.
 NW0075
 NW0075;                    North         East    Units  Estimated Accuracy
 NW0075;SPC ID W     -    69,630.      707,220.      MT  (+/- 180 meters Scaled)
 NW0075
 NW0075                          SUPERSEDED SURVEY CONTROL
 NW0075
 NW0075  NGVD 29 (??/??/92) 1518.866  (m)         4983.15   (f) ADJ UNCH    2 0
 NW0075
 NW0075.Superseded values are not recommended for survey control.
 NW0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0075.See file dsdata.txt to determine how the superseded data were derived.
 NW0075
 NW0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG103817(NAD 83)
 NW0075_MARKER: DB = BENCH MARK DISK
 NW0075_SETTING: 66 = SET IN ROCK OUTCROP
 NW0075_SP_SET: OUTCROP
 NW0075_STAMPING: F 107 1963
 NW0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0075+STABILITY: POSITION/ELEVATION WELL
 NW0075
 NW0075  HISTORY     - Date     Condition        Report By
 NW0075  HISTORY     - 1963     MONUMENTED       CGS
 NW0075
 NW0075                          STATION DESCRIPTION
 NW0075
 NW0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0075'14.15 MI SE FROM C RANCH, OR.
 NW0075'14.15 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, IN A COVE AT
 NW0075'THE HEAD OF A DRAW, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN
 NW0075'THE TOP OF A 10 BY 10-FOOT OUTCROP, 8.5 FEET SOUTH OF A WITNESS POST,
 NW0075'AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0042 ***********************************************************************
 NW0042  DESIGNATION -  F 108
 NW0042  PID         -  NW0042
 NW0042  STATE/COUNTY-  ID/OWYHEE
 NW0042  USGS QUAD   -  SHOOFLY SPRINGS (1972)
 NW0042
 NW0042                         *CURRENT SURVEY CONTROL
 NW0042  ___________________________________________________________________
 NW0042* NAD 83(1986)-  42 15 09.     (N)    116 20 37.     (W)     SCALED    
 NW0042* NAVD 88     -      1718.421  (meters)    5637.85   (feet)  ADJUSTED  
 NW0042  ___________________________________________________________________
 NW0042  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 NW0042  DYNAMIC HT  -        1717.242 (meters)    5633.98  (feet)  COMP
 NW0042  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 NW0042
 NW0042  VERT ORDER  -  SECOND    CLASS 0
 NW0042
 NW0042.The horizontal coordinates were scaled from a topographic map and have
 NW0042.an estimated accuracy of +/- 6 seconds.
 NW0042
 NW0042.The orthometric height was determined by differential leveling
 NW0042.and adjusted by the National Geodetic Survey in June 1991..
 NW0042
 NW0042.The geoid height was determined by GEOID03.
 NW0042
 NW0042.The dynamic height is computed by dividing the NAVD 88
 NW0042.geopotential number by the normal gravity value computed on the
 NW0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0042.degrees latitude (g = 980.6199 gals.).
 NW0042
 NW0042.The modeled gravity was interpolated from observed gravity values.
 NW0042
 NW0042;                    North         East    Units  Estimated Accuracy
 NW0042;SPC ID W     -    65,240.      751,020.      MT  (+/- 180 meters Scaled)
 NW0042
 NW0042                          SUPERSEDED SURVEY CONTROL
 NW0042
 NW0042  NGVD 29 (??/??/92) 1717.260  (m)         5634.04   (f) ADJ UNCH    2 0
 NW0042
 NW0042.Superseded values are not recommended for survey control.
 NW0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0042.See file dsdata.txt to determine how the superseded data were derived.
 NW0042
 NW0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG541780(NAD 83)
 NW0042_MARKER: DB = BENCH MARK DISK
 NW0042_SETTING: 80 = SET IN A BOULDER
 NW0042_SP_SET: LAVA BOULDER
 NW0042_STAMPING: F 108 1963
 NW0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0042+STABILITY: SURFACE MOTION
 NW0042
 NW0042  HISTORY     - Date     Condition        Report By
 NW0042  HISTORY     - 1963     MONUMENTED       CGS
 NW0042
 NW0042                          STATION DESCRIPTION
 NW0042
 NW0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0042'19.1 MI N FROM RIDDLE.
 NW0042'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0042'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0042'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0042'THENCE 2.75 MILES SOUTHWEST ALONG A DIRT ROAD, 318 FEET SOUTHEAST OF
 NW0042'THE CENTER LINE OF THE ROAD, IN THE TOP OF A 3 BY 3 1/2 FOOT LAVA
 NW0042'BOULDER PROJECTING 0.3 FOOT ABOVE THE GROUND, 6.9 FEET SOUTHEAST OF A
 NW0042'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0103 ***********************************************************************
 NW0103  DESIGNATION -  F 109
 NW0103  PID         -  NW0103
 NW0103  STATE/COUNTY-  ID/OWYHEE
 NW0103  USGS QUAD   -  PIUTE BASIN WEST (1973)
 NW0103
 NW0103                         *CURRENT SURVEY CONTROL
 NW0103  ___________________________________________________________________
 NW0103* NAD 83(1986)-  42 12 38.     (N)    116 38 27.     (W)     SCALED    
 NW0103* NAVD 88     -      1434.350  (meters)    4705.86   (feet)  ADJUSTED  
 NW0103  ___________________________________________________________________
 NW0103  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 NW0103  DYNAMIC HT  -        1433.409 (meters)    4702.78  (feet)  COMP
 NW0103  MODELED GRAV-     979,915.8   (mgal)                       NAVD 88
 NW0103
 NW0103  VERT ORDER  -  SECOND    CLASS 0
 NW0103
 NW0103.The horizontal coordinates were scaled from a topographic map and have
 NW0103.an estimated accuracy of +/- 6 seconds.
 NW0103
 NW0103.The orthometric height was determined by differential leveling
 NW0103.and adjusted by the National Geodetic Survey in June 1991..
 NW0103
 NW0103.The geoid height was determined by GEOID03.
 NW0103
 NW0103.The dynamic height is computed by dividing the NAVD 88
 NW0103.geopotential number by the normal gravity value computed on the
 NW0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0103.degrees latitude (g = 980.6199 gals.).
 NW0103
 NW0103.The modeled gravity was interpolated from observed gravity values.
 NW0103
 NW0103;                    North         East    Units  Estimated Accuracy
 NW0103;SPC ID W     -    60,790.      726,440.      MT  (+/- 180 meters Scaled)
 NW0103
 NW0103                          SUPERSEDED SURVEY CONTROL
 NW0103
 NW0103  NGVD 29 (??/??/92) 1433.232  (m)         4702.20   (f) ADJ UNCH    2 0
 NW0103
 NW0103.Superseded values are not recommended for survey control.
 NW0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0103.See file dsdata.txt to determine how the superseded data were derived.
 NW0103
 NW0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG296732(NAD 83)
 NW0103_MARKER: DB = BENCH MARK DISK
 NW0103_SETTING: 66 = SET IN ROCK OUTCROP
 NW0103_SP_SET: LAVA OUTCROP
 NW0103_STAMPING: F 109 1963
 NW0103_MARK LOGO: CGS   
 NW0103_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0103+STABILITY: POSITION/ELEVATION WELL
 NW0103
 NW0103  HISTORY     - Date     Condition        Report By
 NW0103  HISTORY     - 1963     MONUMENTED       CGS
 NW0103  HISTORY     - 19980921 GOOD             IDTD
 NW0103
 NW0103                          STATION DESCRIPTION
 NW0103
 NW0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0103'41.05 MI W FROM RIDDLE.
 NW0103'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0103'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0103'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0103'THENCE 7.2 MILES WEST ALONG A DIRT ROAD, THENCE 7.6 MILES SOUTHWEST
 NW0103'ALONG A PIPE LINE ROAD, THENCE 9.9 MILES WEST ALONG A DIRT ROAD, 0.5
 NW0103'MILE SOUTHWEST OF 2 CABINS, 0.25 MILE NORTHEAST OF A GATE AND ROAD
 NW0103'LEADING SOUTHEAST, 119 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A
 NW0103'FENCE, 105 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP
 NW0103'OF A LAVA OUTCROP PROJECTING 0.6 FOOT ABOVE THE GROUND, 27.0 FEET
 NW0103'SOUTHEAST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 NW0103
 NW0103                          STATION RECOVERY (1998)
 NW0103
 NW0103'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 NW0103'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0019 ***********************************************************************
 NW0019  DESIGNATION -  F 109 X RESET
 NW0019  PID         -  NW0019
 NW0019  STATE/COUNTY-  ID/OWYHEE
 NW0019  USGS QUAD   -  RIDDLE (1971)
 NW0019
 NW0019                         *CURRENT SURVEY CONTROL
 NW0019  ___________________________________________________________________
 NW0019* NAD 83(1986)-  42 11 13.     (N)    116 06 36.     (W)     SCALED    
 NW0019* NAVD 88     -      1636.870  (meters)    5370.30   (feet)  ADJUSTED  
 NW0019  ___________________________________________________________________
 NW0019  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 NW0019  DYNAMIC HT  -        1635.735 (meters)    5366.57  (feet)  COMP
 NW0019  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 NW0019
 NW0019  VERT ORDER  -  FIRST     CLASS II
 NW0019
 NW0019.The horizontal coordinates were scaled from a topographic map and have
 NW0019.an estimated accuracy of +/- 6 seconds.
 NW0019
 NW0019.The orthometric height was determined by differential leveling
 NW0019.and adjusted by the National Geodetic Survey in June 1991..
 NW0019
 NW0019.The geoid height was determined by GEOID03.
 NW0019
 NW0019.The dynamic height is computed by dividing the NAVD 88
 NW0019.geopotential number by the normal gravity value computed on the
 NW0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0019.degrees latitude (g = 980.6199 gals.).
 NW0019
 NW0019.The modeled gravity was interpolated from observed gravity values.
 NW0019
 NW0019;                    North         East    Units  Estimated Accuracy
 NW0019;SPC ID W     -    57,850.      770,260.      MT  (+/- 180 meters Scaled)
 NW0019
 NW0019                          SUPERSEDED SURVEY CONTROL
 NW0019
 NW0019.No superseded survey control is available for this station.
 NW0019
 NW0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG734709(NAD 83)
 NW0019_MARKER: DB = BENCH MARK DISK
 NW0019_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NW0019+WITH SETTING: INFORMATION.
 NW0019_SP_SET: STEEL ROD
 NW0019_STAMPING: F 109X RESET 1970
 NW0019_MARK LOGO: USGS  
 NW0019_MAGNETIC: I = MARKER IS A STEEL ROD
 NW0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0019
 NW0019  HISTORY     - Date     Condition        Report By
 NW0019  HISTORY     - 1970     MONUMENTED       USGS
 NW0019  HISTORY     - 19840601 GOOD             NGS
 NW0019
 NW0019                          STATION DESCRIPTION
 NW0019
 NW0019'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NW0019'IN RIDDLE.
 NW0019'AT RIDDLE STORE, 34.5 FEET EAST OF THE FRONT STEP, 22 FEET SOUTHEAST
 NW0019'OF A COTTENWOOD TREE, 9 FEET SOUTHEAST OF A BOX ELDER TREE, SET ON TOP
 NW0019'OF A COPPER-COATED STEEL ROD AND PROJECTING 0.1 FOOT ABOVE THE GROUND.
 NW0019
 NW0019                          STATION RECOVERY (1984)
 NW0019
 NW0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NW0019'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN RIDDLE, IN
 NW0019'FRONT OF THE RIDDLE STORE, IN THE LAWN AREA BETWEEN WAGON WHEELS AND
 NW0019'ROSE BUSHES, IN A 6-INCH ROUND BLACK PIPE FLUSH WITH THE SURFACE OF
 NW0019'THE GROUND, 29.0 M (95.5 FT) WEST OF THE HIGHWAY CENTERLINE, 11.0 M
 NW0019'(35.5 FT) EAST OF A CONCRETE STEP IN FRONT OF THE STORE AND 18.0 M (60
 NW0019'FT) NORTHWEST OF THE CENTER OF A FUEL ISLAND.  1.0 M BELOW THE
 NW0019'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0438 ***********************************************************************
 PY0438  CBN         -  This is a Cooperative Base Network Control Station.
 PY0438  DESIGNATION -  F 11
 PY0438  PID         -  PY0438
 PY0438  STATE/COUNTY-  ID/FREMONT
 PY0438  USGS QUAD   -  ISLAND PARK (1964)
 PY0438
 PY0438                         *CURRENT SURVEY CONTROL
 PY0438  ___________________________________________________________________
 PY0438* NAD 83(1999)-  44 28 20.79991(N)    111 19 34.72399(W)     ADJUSTED  
 PY0438* NAVD 88     -      1943.441  (meters)    6376.11   (feet)  POSTED    
 PY0438  ___________________________________________________________________
 PY0438  X           -  -1,658,461.660 (meters)                     COMP
 PY0438  Y           -  -4,247,968.987 (meters)                     COMP
 PY0438  Z           -   4,447,058.740 (meters)                     COMP
 PY0438  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 PY0438  ELLIP HEIGHT-        1934.23  (meters)          (04/16/01) GPS OBS
 PY0438  GEOID HEIGHT-          -9.30  (meters)                     GEOID03
 PY0438  DYNAMIC HT  -        1942.370 (meters)    6372.59  (feet)  COMP
 PY0438  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 PY0438
 PY0438  HORZ ORDER  -  B
 PY0438  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0438  ELLP ORDER  -  FOURTH    CLASS II
 PY0438
 PY0438.The horizontal coordinates were established by GPS observations
 PY0438.and adjusted by the National Geodetic Survey in April 2001..
 PY0438.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PY0438.DATUM ITEM on the data sheet items page.
 PY0438
 PY0438.The orthometric height was determined by differential leveling
 PY0438.and adjusted by the National Geodetic Survey in 1992..
 PY0438.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0438.rate of 3.1 thru 4.0 mm/km.
 PY0438.WARNING-GPS observations at this control monument resulted in a GPS
 PY0438.derived orthometric height which differed from the leveled height by
 PY0438.more than one decimeter (0.1 meter).
 PY0438
 PY0438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0438
 PY0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0438
 PY0438.The ellipsoidal height was determined by GPS observations
 PY0438.and is referenced to NAD 83.
 PY0438
 PY0438.The geoid height was determined by GEOID03.
 PY0438
 PY0438.The dynamic height is computed by dividing the NAVD 88
 PY0438.geopotential number by the normal gravity value computed on the
 PY0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0438.degrees latitude (g = 980.6199 gals.).
 PY0438
 PY0438.The modeled gravity was interpolated from observed gravity values.
 PY0438
 PY0438;                    North         East     Units Scale Factor Converg.
 PY0438;SPC ID E     -   312,032.489   266,861.021   MT  1.00000232   +0 35 19.5
 PY0438;UTM  12      - 4,924,400.156   474,046.695   MT  0.99960828   -0 13 43.0
 PY0438
 PY0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0438!SPC ID E     -   0.99969681  x   1.00000232  =   0.99969913
 PY0438!UTM  12      -   0.99969681  x   0.99960828  =   0.99930521
 PY0438
 PY0438                          SUPERSEDED SURVEY CONTROL
 PY0438
 PY0438  NAD 83(1992)-  44 28 20.79956(N)    111 19 34.72318(W) AD(       ) B
 PY0438  ELLIP H (05/15/92) 1934.33   (m)                       GP(       ) 4 2
 PY0438  NAD 83(1992)-  44 28 20.78960(N)    111 19 34.70853(W) AD(       ) 1
 PY0438  NGVD 29 (??/??/92) 1942.160  (m)         6371.90   (f) ADJ UNCH    1 2
 PY0438
 PY0438.Superseded values are not recommended for survey control.
 PY0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0438.See file dsdata.txt to determine how the superseded data were derived.
 PY0438
 PY0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ7404724400(NAD 83)
 PY0438_MARKER: DB = BENCH MARK DISK
 PY0438_SETTING: 80 = SET IN A BOULDER
 PY0438_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PY0438_STAMPING: F 11 1923 6372.103
 PY0438_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0438+STABILITY: SURFACE MOTION
 PY0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PY0438+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 PY0438
 PY0438  HISTORY     - Date     Condition        Report By
 PY0438  HISTORY     - 1923     MONUMENTED       CGS
 PY0438  HISTORY     - 1960     GOOD             NGS
 PY0438  HISTORY     - 1967     GOOD             NGS
 PY0438  HISTORY     - 1987     GOOD             NGS
 PY0438  HISTORY     - 20050618 GOOD             DJC
 PY0438
 PY0438                          STATION DESCRIPTION
 PY0438
 PY0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0438'3.8 MI SW FROM BIG SPRINGS.
 PY0438'3.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0438'AT BIG SPRINGS, ON THE INSIDE OF A CURVE, 40 YARDS SOUTHWEST OF THE
 PY0438'SOUTHWEST END OF A THRU CUT, IN TOP OF A 3-BY 3-FOOT BOULDER WHICH
 PY0438'PROJECTS 1 FOOT ABOVE THE GROUND, 34.3 FEET NORTHWEST OF THE NORTHWEST
 PY0438'RAIL, 24.8 FEET WEST OF THE NORTHWEST END OF 24-INCH PIPE CULVERT
 PY0438'86.97 AND ABOUT 2 FEET LOWER THAN THE TRACK.
 PY0438
 PY0438                          STATION RECOVERY (1967)
 PY0438
 PY0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0438'RECOVERED IN GOOD CONDITION.
 PY0438
 PY0438                          STATION RECOVERY (1987)
 PY0438
 PY0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0438'THE STATION WAS RECOVERED AT THIS DATE.
 PY0438'
 PY0438'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTHEAST OF ISLAND PARK,
 PY0438'3.2 KM (2 MI) SOUTHEAST OF MACKS INN, IN THE TARGHEE NATIONAL
 PY0438'FOREST, ALONG THE OLD RAILROAD BED, AT A SHORT ELEVATED SECTION
 PY0438'BETWEEN TWO CURVES, IN NORTH CENTRAL SECTION 12, T 13 N, R 43 E.
 PY0438'NOTE, SECTIONS OF THE RAILROAD BED WILL BE CLOSED TO
 PY0438'TRAFFIC OVER 46 INCHES WIDE IN THE NEAR FUTURE.  A DIRT ROAD
 PY0438'PARALLELS THE OLD RAILROAD BED ABOUT 100 METERS TO THE SOUTHEAST.
 PY0438'OWNERSHIP--U.S. FOREST SERVICE, ISLAND PARK RANGER DISTRICT, PHONE
 PY0438'208-558-7301.
 PY0438'
 PY0438'TO REACH THE STATION FROM THE U.S. HIGHWAY 20 BRIDGE OVER HENRYS
 PY0438'FORK OF SNAKE RIVER IN MACKS INN, GO SOUTHWEST FOR
 PY0438'0.2 KM (0.15 MI) ON HIGHWAY 20 TO A PAVED ROAD LEFT, LEADING TO BIG
 PY0438'SPRINGS.  TURN LEFT AND GO SOUTHEAST FOR 4.0 KM (2.5 MI) TO A
 PY0438'GRAVEL ROAD RIGHT, JUST PAST THE OLD RAILROAD BED.  TURN RIGHT AND
 PY0438'GO SOUTHWEST FOR 2.2 KM (1.35 MI) TO A TRACK ROAD RIGHT IN CLEARING.
 PY0438'(NOTE, IF RAILROAD BED IS OFF LIMITS, CONTINUE ON ROAD FOR 0.7 KM
 PY0438'(0.45 MI), THEN WORK WAY TO THE RIGHT TO A HILL OVERLOOKING THE
 PY0438'RAILROAD BED AND THE STATION).  TURN RIGHT AND GO 40 METERS (130
 PY0438'FT) TO THE OLD RAILROAD BED.  TURN LEFT AND GO SOUTHWEST FOR 0.8 KM
 PY0438'(0.5 MI) TO THE START OF CURVE RIGHT AND STATION ON THE RIGHT.
 PY0438'
 PY0438'THE STATION IS A STANDARD CGS BENCH MARK DISK
 PY0438'STAMPED---F 11 1923 6372.103---,
 PY0438'SET INTO A DRILL HOLE IN THE TOP OF A 1 METER BY 0.8 METERS
 PY0438'NORTHEAST-SOUTHWEST BOULDER PROJECTING 40 CM ABOVE GROUND.  LOCATED
 PY0438'11.5 METERS (37.6 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 PY0438'OLD RAILROAD BED, ABOUT 0.5 METERS LOWER THAN THE RAILROAD BED,
 PY0438'7.6 METERS (24.8 FT) NORTHWEST FROM THE NORTHWEST END OF A 60 CM
 PY0438'CONCRETE DRAIN PIPE UNDER THE RAILROAD BED AND
 PY0438'1.0 METERS (3.3 FT) SOUTHEAST FROM A CARSONITE WITNESS POST.
 PY0438'
 PY0438'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0438'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0438'
 PY0438'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0438'
 PY0438'DESCRIBED BY G.R. HEID.
 PY0438
 PY0438                          STATION RECOVERY (2005)
 PY0438
 PY0438'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 PY0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0006 ***********************************************************************
 NU0006  DESIGNATION -  F 115
 NU0006  PID         -  NU0006
 NU0006  STATE/COUNTY-  ID/BANNOCK
 NU0006  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0006
 NU0006                         *CURRENT SURVEY CONTROL
 NU0006  ___________________________________________________________________
 NU0006* NAD 83(1986)-  42 50 39.     (N)    112 25 37.     (W)     SCALED    
 NU0006* NAVD 88     -      1359.588  (meters)    4460.58   (feet)  ADJUSTED  
 NU0006  ___________________________________________________________________
 NU0006  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NU0006  DYNAMIC HT  -        1358.817 (meters)    4458.05  (feet)  COMP
 NU0006  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 NU0006  OBS GRAVITY -     980,005.8   (mgal)                       GRAV_OBS
 NU0006
 NU0006  VERT ORDER  -  FIRST     CLASS I
 NU0006
 NU0006.The horizontal coordinates were scaled from a topographic map and have
 NU0006.an estimated accuracy of +/- 6 seconds.
 NU0006
 NU0006.The orthometric height was determined by differential leveling
 NU0006.and adjusted by the National Geodetic Survey in June 1991..
 NU0006
 NU0006.The geoid height was determined by GEOID03.
 NU0006
 NU0006.The dynamic height is computed by dividing the NAVD 88
 NU0006.geopotential number by the normal gravity value computed on the
 NU0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0006.degrees latitude (g = 980.6199 gals.).
 NU0006
 NU0006.The modeled gravity was interpolated from observed gravity values.
 NU0006.The observed gravity was obtained from relative gravimeter ties
 NU0006.to the IGSN71 gravity network.
 NU0006
 NU0006;                    North         East    Units  Estimated Accuracy
 NU0006;SPC ID E     -   130,820.      178,720.      MT  (+/- 180 meters Scaled)
 NU0006
 NU0006                          SUPERSEDED SURVEY CONTROL
 NU0006
 NU0006  NGVD 29 (08/20/92) 1358.545  (m)         4457.16   (f) ADJUSTED    1 1
 NU0006
 NU0006.Superseded values are not recommended for survey control.
 NU0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0006.See file dsdata.txt to determine how the superseded data were derived.
 NU0006
 NU0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN833444(NAD 83)
 NU0006_MARKER: DB = BENCH MARK DISK
 NU0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0006_STAMPING: F 115 1958
 NU0006_MARK LOGO: CGS   
 NU0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0006
 NU0006  HISTORY     - Date     Condition        Report By
 NU0006  HISTORY     - 1958     MONUMENTED       CGS
 NU0006  HISTORY     - 1967     GOOD             NGS
 NU0006  HISTORY     - 1983     GOOD             NGS
 NU0006  HISTORY     - 1983     GOOD             NGS
 NU0006
 NU0006                          STATION DESCRIPTION
 NU0006
 NU0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0006'1.6 MI SE FROM POCATELLO.
 NU0006'1.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0006'AT POCATELLO, AT THE MAIN YARD OFFICE BUILDING, SET VERTICALLY IN THE
 NU0006'SOUTHWEST BRICK WALL, 2.4 FEET NORTHWEST OF THE SOUTH CORNER, 27.0
 NU0006'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SIDE TRACK, AND
 NU0006'3.6 FEET ABOVE THE GROUND.
 NU0006
 NU0006                          STATION RECOVERY (1967)
 NU0006
 NU0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0006'RECOVERED IN GOOD CONDITION.
 NU0006
 NU0006                          STATION RECOVERY (1983)
 NU0006
 NU0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0006'RECOVERED IN GOOD CONDITION.
 NU0006
 NU0006                          STATION RECOVERY (1983)
 NU0006
 NU0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0182 ***********************************************************************
 NV0182  DESIGNATION -  F 116
 NV0182  PID         -  NV0182
 NV0182  STATE/COUNTY-  ID/TWIN FALLS
 NV0182  USGS QUAD   -  HOLLISTER (1979)
 NV0182
 NV0182                         *CURRENT SURVEY CONTROL
 NV0182  ___________________________________________________________________
 NV0182* NAD 83(1986)-  42 22 21.     (N)    114 34 30.     (W)     SCALED    
 NV0182* NAVD 88     -      1369.626  (meters)    4493.51   (feet)  ADJUSTED  
 NV0182  ___________________________________________________________________
 NV0182  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 NV0182  DYNAMIC HT  -        1368.790 (meters)    4490.77  (feet)  COMP
 NV0182  MODELED GRAV-     979,963.3   (mgal)                       NAVD 88
 NV0182
 NV0182  VERT ORDER  -  SECOND    CLASS 0
 NV0182
 NV0182.The horizontal coordinates were scaled from a topographic map and have
 NV0182.an estimated accuracy of +/- 6 seconds.
 NV0182
 NV0182.The orthometric height was determined by differential leveling
 NV0182.and adjusted by the National Geodetic Survey in June 1991..
 NV0182
 NV0182.The geoid height was determined by GEOID03.
 NV0182
 NV0182.The dynamic height is computed by dividing the NAVD 88
 NV0182.geopotential number by the normal gravity value computed on the
 NV0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0182.degrees latitude (g = 980.6199 gals.).
 NV0182
 NV0182.The modeled gravity was interpolated from observed gravity values.
 NV0182
 NV0182;                    North         East    Units  Estimated Accuracy
 NV0182;SPC ID C     -    78,560.      452,640.      MT  (+/- 180 meters Scaled)
 NV0182
 NV0182                          SUPERSEDED SURVEY CONTROL
 NV0182
 NV0182  NGVD 29 (??/??/92) 1368.627  (m)         4490.24   (f) ADJ UNCH    2 0
 NV0182
 NV0182.Superseded values are not recommended for survey control.
 NV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0182.See file dsdata.txt to determine how the superseded data were derived.
 NV0182
 NV0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG996939(NAD 83)
 NV0182_MARKER: DB = BENCH MARK DISK
 NV0182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0182_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0182_STAMPING: F 116 1958
 NV0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0182
 NV0182  HISTORY     - Date     Condition        Report By
 NV0182  HISTORY     - 1958     MONUMENTED       CGS
 NV0182
 NV0182                          STATION DESCRIPTION
 NV0182
 NV0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0182'1.3 MI N FROM HOLLISTER.
 NV0182'ABOUT 1.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0182'CROSSING OF AN ASPHALT ROAD AT HOLLISTER, 100 FEET EAST AND ACROSS THE
 NV0182'TRACK FROM THE THIRD POLE NORTH OF MILE POLE 18, 49 FEET
 NV0182'EAST-SOUTHEAST OF THE NEAR RAIL, 103 YARDS NORTH OF THE POINT WHERE
 NV0182'PHONE LINE PASSES UNDER THE TRACK, 81 FEET WEST-NORTHWEST OF THE
 NV0182'CENTER LINE OF U.S. HIGHWAY 93, 61 FEET NORTHWEST OF THE WEST END OF
 NV0182'AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 2 FEET EAST OF THE FENCE, 7
 NV0182'FEET SOUTH OF A WITNESS POST, 8 FEET LOWER THAN THE TRACK AND LEVEL
 NV0182'WITH THE HIGHWAY, A DISK ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 NV0182'15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0529 ***********************************************************************
 OY0529  DESIGNATION -  F 117
 OY0529  PID         -  OY0529
 OY0529  STATE/COUNTY-  ID/BUTTE
 OY0529  USGS QUAD   -  NICHOLS RESERVOIR (1972)
 OY0529
 OY0529                         *CURRENT SURVEY CONTROL
 OY0529  ___________________________________________________________________
 OY0529* NAD 83(1986)-  43 35 42.     (N)    113 24 56.     (W)     SCALED    
 OY0529* NAVD 88     -      1634.305  (meters)    5361.88   (feet)  ADJUSTED  
 OY0529  ___________________________________________________________________
 OY0529  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 OY0529  DYNAMIC HT  -        1633.367 (meters)    5358.80  (feet)  COMP
 OY0529  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 OY0529
 OY0529  VERT ORDER  -  SECOND    CLASS 0
 OY0529
 OY0529.The horizontal coordinates were scaled from a topographic map and have
 OY0529.an estimated accuracy of +/- 6 seconds.
 OY0529
 OY0529.The orthometric height was determined by differential leveling
 OY0529.and adjusted by the National Geodetic Survey in June 1991..
 OY0529
 OY0529.The geoid height was determined by GEOID03.
 OY0529
 OY0529.The dynamic height is computed by dividing the NAVD 88
 OY0529.geopotential number by the normal gravity value computed on the
 OY0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0529.degrees latitude (g = 980.6199 gals.).
 OY0529
 OY0529.The modeled gravity was interpolated from observed gravity values.
 OY0529
 OY0529;                    North         East    Units  Estimated Accuracy
 OY0529;SPC ID C     -   214,370.      547,190.      MT  (+/- 180 meters Scaled)
 OY0529
 OY0529                          SUPERSEDED SURVEY CONTROL
 OY0529
 OY0529  NGVD 29 (??/??/92) 1633.189  (m)         5358.22   (f) ADJ UNCH    2 0
 OY0529
 OY0529.Superseded values are not recommended for survey control.
 OY0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0529.See file dsdata.txt to determine how the superseded data were derived.
 OY0529
 OY0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP050297(NAD 83)
 OY0529_MARKER: DB = BENCH MARK DISK
 OY0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0529_STAMPING: F 117 1958
 OY0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0529+STABILITY: SURFACE MOTION
 OY0529
 OY0529  HISTORY     - Date     Condition        Report By
 OY0529  HISTORY     - 1958     MONUMENTED       CGS
 OY0529  HISTORY     - 20020806 MARK NOT FOUND   IDTD
 OY0529
 OY0529                          STATION DESCRIPTION
 OY0529
 OY0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0529'7.15 MI SW FROM ARCO.
 OY0529'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0529'THENCE 2.15 MILES WEST ALONG A DIRT ROAD, 49 FEET NORTHEAST OF THE
 OY0529'CENTER OF THE INTERSECTION OF A NORTH-SOUTH DIRT ROAD, 34 FEET NORTH
 OY0529'OF THE CENTER LINE OF THE MAIN ROAD, 38 1/2 FEET EAST OF THE CENTER
 OY0529'LINE OF THE NORTH-SOUTH ROAD, 10 FEET NORTHWEST OF A FENCE CORNER
 OY0529'POST, 9 FEET SOUTHEAST OF A POWER POLE, 2.6 FEET WEST OF A FENCE, 1.4
 OY0529'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 OY0529'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0529
 OY0529                          STATION RECOVERY (2002)
 OY0529
 OY0529'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OY0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0603 ***********************************************************************
 OY0603  DESIGNATION -  F 118
 OY0603  PID         -  OY0603
 OY0603  STATE/COUNTY-  ID/BLAINE
 OY0603  USGS QUAD   -  ANTELOPE LAKE (1972)
 OY0603
 OY0603                         *CURRENT SURVEY CONTROL
 OY0603  ___________________________________________________________________
 OY0603* NAD 83(1986)-  43 10 37.     (N)    113 14 34.     (W)     SCALED    
 OY0603* NAVD 88     -      1519.115  (meters)    4983.96   (feet)  ADJUSTED  
 OY0603  ___________________________________________________________________
 OY0603  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 OY0603  DYNAMIC HT  -        1518.257 (meters)    4981.15  (feet)  COMP
 OY0603  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 OY0603
 OY0603  VERT ORDER  -  SECOND    CLASS 0
 OY0603
 OY0603.The horizontal coordinates were scaled from a topographic map and have
 OY0603.an estimated accuracy of +/- 6 seconds.
 OY0603
 OY0603.The orthometric height was determined by differential leveling
 OY0603.and adjusted by the National Geodetic Survey in June 1991..
 OY0603
 OY0603.The geoid height was determined by GEOID03.
 OY0603
 OY0603.The dynamic height is computed by dividing the NAVD 88
 OY0603.geopotential number by the normal gravity value computed on the
 OY0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0603.degrees latitude (g = 980.6199 gals.).
 OY0603
 OY0603.The modeled gravity was interpolated from observed gravity values.
 OY0603
 OY0603;                    North         East    Units  Estimated Accuracy
 OY0603;SPC ID C     -   168,030.      561,560.      MT  (+/- 180 meters Scaled)
 OY0603
 OY0603                          SUPERSEDED SURVEY CONTROL
 OY0603
 OY0603  NGVD 29 (??/??/92) 1518.059  (m)         4980.50   (f) ADJ UNCH    2 0
 OY0603
 OY0603.Superseded values are not recommended for survey control.
 OY0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0603.See file dsdata.txt to determine how the superseded data were derived.
 OY0603
 OY0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN177829(NAD 83)
 OY0603_MARKER: DB = BENCH MARK DISK
 OY0603_SETTING: 66 = SET IN ROCK OUTCROP
 OY0603_SP_SET: ROCK OUTCROP
 OY0603_STAMPING: F 118 1958
 OY0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0603+STABILITY: POSITION/ELEVATION WELL
 OY0603
 OY0603  HISTORY     - Date     Condition        Report By
 OY0603  HISTORY     - 1958     MONUMENTED       CGS
 OY0603
 OY0603                          STATION DESCRIPTION
 OY0603
 OY0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0603'35.2 MI S FROM ARCO.
 OY0603'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0603'THENCE 33.3 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, 66
 OY0603'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST TRACK
 OY0603'ROAD, IN TOP OF A SMALL LAVA OUTCROP WHICH PROJECTS ABOUT 0.6 FOOT
 OY0603'ABOVE THE GROUND, 57 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 44
 OY0603'1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, AND ABOUT LEVEL
 OY0603'WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0590 ***********************************************************************
 OY0590  DESIGNATION -  F 119
 OY0590  PID         -  OY0590
 OY0590  STATE/COUNTY-  ID/BUTTE
 OY0590  USGS QUAD   -  SERVICEBERRY BUTTE (1972)
 OY0590
 OY0590                         *CURRENT SURVEY CONTROL
 OY0590  ___________________________________________________________________
 OY0590* NAD 83(1986)-  43 18 54.     (N)    113 13 51.     (W)     SCALED    
 OY0590* NAVD 88     -      1575.093  (meters)    5167.62   (feet)  ADJUSTED  
 OY0590  ___________________________________________________________________
 OY0590  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 OY0590  DYNAMIC HT  -        1574.206 (meters)    5164.71  (feet)  COMP
 OY0590  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 OY0590
 OY0590  VERT ORDER  -  SECOND    CLASS 0
 OY0590
 OY0590.The horizontal coordinates were scaled from a topographic map and have
 OY0590.an estimated accuracy of +/- 6 seconds.
 OY0590
 OY0590.The orthometric height was determined by differential leveling
 OY0590.and adjusted by the National Geodetic Survey in June 1991..
 OY0590
 OY0590.The geoid height was determined by GEOID03.
 OY0590
 OY0590.The dynamic height is computed by dividing the NAVD 88
 OY0590.geopotential number by the normal gravity value computed on the
 OY0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0590.degrees latitude (g = 980.6199 gals.).
 OY0590
 OY0590.The modeled gravity was interpolated from observed gravity values.
 OY0590
 OY0590;                    North         East    Units  Estimated Accuracy
 OY0590;SPC ID C     -   183,380.      562,390.      MT  (+/- 180 meters Scaled)
 OY0590
 OY0590                          SUPERSEDED SURVEY CONTROL
 OY0590
 OY0590  NGVD 29 (??/??/92) 1574.028  (m)         5164.12   (f) ADJ UNCH    2 0
 OY0590
 OY0590.Superseded values are not recommended for survey control.
 OY0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0590.See file dsdata.txt to determine how the superseded data were derived.
 OY0590
 OY0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN190982(NAD 83)
 OY0590_MARKER: DB = BENCH MARK DISK
 OY0590_SETTING: 66 = SET IN ROCK OUTCROP
 OY0590_SP_SET: ROCK OUTCROP
 OY0590_STAMPING: F 119 1958
 OY0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0590+STABILITY: POSITION/ELEVATION WELL
 OY0590
 OY0590  HISTORY     - Date     Condition        Report By
 OY0590  HISTORY     - 1958     MONUMENTED       CGS
 OY0590
 OY0590                          STATION DESCRIPTION
 OY0590
 OY0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0590'24.5 MI S FROM ARCO.
 OY0590'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0590'THENCE 22.6 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, IN TOP
 OY0590'OF A LEDGE OF LAVA OUTCROP WHICH PROJECTS 2 1/2 FEET ABOVE THE GROUND,
 OY0590'322 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST TRACK
 OY0590'ROAD, 22 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 OY0590'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0698 ***********************************************************************
 OY0698  DESIGNATION -  F 120
 OY0698  PID         -  OY0698
 OY0698  STATE/COUNTY-  ID/BLAINE
 OY0698  USGS QUAD   -  PADDELFORD FLAT (1979)
 OY0698
 OY0698                         *CURRENT SURVEY CONTROL
 OY0698  ___________________________________________________________________
 OY0698* NAD 83(1986)-  43 21 53.     (N)    113 47 43.     (W)     SCALED    
 OY0698* NAVD 88     -      1510.940  (meters)    4957.14   (feet)  ADJUSTED  
 OY0698  ___________________________________________________________________
 OY0698  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 OY0698  DYNAMIC HT  -        1510.099 (meters)    4954.38  (feet)  COMP
 OY0698  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 OY0698
 OY0698  VERT ORDER  -  SECOND    CLASS 0
 OY0698
 OY0698.The horizontal coordinates were scaled from a topographic map and have
 OY0698.an estimated accuracy of +/- 6 seconds.
 OY0698
 OY0698.The orthometric height was determined by differential leveling
 OY0698.and adjusted by the National Geodetic Survey in June 1991..
 OY0698
 OY0698.The geoid height was determined by GEOID03.
 OY0698
 OY0698.The dynamic height is computed by dividing the NAVD 88
 OY0698.geopotential number by the normal gravity value computed on the
 OY0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0698.degrees latitude (g = 980.6199 gals.).
 OY0698
 OY0698.The modeled gravity was interpolated from observed gravity values.
 OY0698
 OY0698;                    North         East    Units  Estimated Accuracy
 OY0698;SPC ID C     -   188,640.      516,590.      MT  (+/- 180 meters Scaled)
 OY0698
 OY0698                          SUPERSEDED SURVEY CONTROL
 OY0698
 OY0698  NGVD 29 (??/??/92) 1509.882  (m)         4953.67   (f) ADJ UNCH    2 0
 OY0698
 OY0698.Superseded values are not recommended for survey control.
 OY0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0698.See file dsdata.txt to determine how the superseded data were derived.
 OY0698
 OY0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP735051(NAD 83)
 OY0698_MARKER: DB = BENCH MARK DISK
 OY0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0698_STAMPING: F 120 1958
 OY0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0698+STABILITY: SURFACE MOTION
 OY0698
 OY0698  HISTORY     - Date     Condition        Report By
 OY0698  HISTORY     - 1958     MONUMENTED       CGS
 OY0698  HISTORY     - 1978     GOOD             NGS
 OY0698
 OY0698                          STATION DESCRIPTION
 OY0698
 OY0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0698'9.9 MI NE FROM CAREY.
 OY0698'9.9 MILES NORTHEAST ALONG U.S. HIGHWAY 20, 26 AND 93 ALTERNATE FROM
 OY0698'THE JUNCTION OF STATE HIGHWAY 23 AT CAREY, AT THE CROSSING OF A SMALL
 OY0698'DITCH, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 43 1/2 FEET
 OY0698'SOUTHEAST OF THE CENTER OF THE SOUTH END OF AN 18-INCH PIPE CULVERT
 OY0698'UNDER THE HIGHWAY, 1.0 FOOT NORTH OF A FENCE, 1.8 FEET EAST OF A
 OY0698'WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 OY0698'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0698
 OY0698                          STATION RECOVERY (1978)
 OY0698
 OY0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OY0698'REACHED FROM THE CAREY POST OFFICE BY GOING NORTHEAST ON U.S.
 OY0698'HIGHWAYS 20, 26, AND 93 FOR 9.1 MILES TO MILEPOST NO. 214, CONTINUE
 OY0698'EAST ON THE HIGHWAY FOR 0.15 MILE TO THE BENCH MARK ON THE RIGHT, 50
 OY0698'FEET SOUTH OF THE CENTER OF THE HIGHWAY 44 FEET EAST OF THE SOUTH END
 OY0698'OF A CORRUGATED CULVERT UNDER THE HIGHWAY, IN THE RIGHT-OF-WAY FENCE
 OY0698'LINE, AND 4-FEET LOWER THAN THE HIGHWAY, SET IN A CYLINDRICAL
 OY0698'CONCRETE MONUMENT THAT PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0622 ***********************************************************************
 OY0622  DESIGNATION -  F 121
 OY0622  PID         -  OY0622
 OY0622  STATE/COUNTY-  ID/BINGHAM
 OY0622  USGS QUAD   -  COFFEE POINT SW (1973)
 OY0622
 OY0622                         *CURRENT SURVEY CONTROL
 OY0622  ___________________________________________________________________
 OY0622* NAD 83(1986)-  43 03 12.     (N)    112 59 45.     (W)     SCALED    
 OY0622* NAVD 88     -      1476.482  (meters)    4844.09   (feet)  ADJUSTED  
 OY0622  ___________________________________________________________________
 OY0622  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 OY0622  DYNAMIC HT  -        1475.632 (meters)    4841.30  (feet)  COMP
 OY0622  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 OY0622
 OY0622  VERT ORDER  -  SECOND    CLASS 0
 OY0622
 OY0622.The horizontal coordinates were scaled from a topographic map and have
 OY0622.an estimated accuracy of +/- 6 seconds.
 OY0622
 OY0622.The orthometric height was determined by differential leveling
 OY0622.and adjusted by the National Geodetic Survey in June 1991..
 OY0622
 OY0622.The geoid height was determined by GEOID03.
 OY0622
 OY0622.The dynamic height is computed by dividing the NAVD 88
 OY0622.geopotential number by the normal gravity value computed on the
 OY0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0622.degrees latitude (g = 980.6199 gals.).
 OY0622
 OY0622.The modeled gravity was interpolated from observed gravity values.
 OY0622
 OY0622;                    North         East    Units  Estimated Accuracy
 OY0622;SPC ID E     -   154,360.      132,450.      MT  (+/- 180 meters Scaled)
 OY0622
 OY0622                          SUPERSEDED SURVEY CONTROL
 OY0622
 OY0622  NGVD 29 (??/??/92) 1475.420  (m)         4840.61   (f) ADJ UNCH    2 0
 OY0622
 OY0622.Superseded values are not recommended for survey control.
 OY0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0622.See file dsdata.txt to determine how the superseded data were derived.
 OY0622
 OY0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN374686(NAD 83)
 OY0622_MARKER: DB = BENCH MARK DISK
 OY0622_SETTING: 66 = SET IN ROCK OUTCROP
 OY0622_SP_SET: ROCK OUTCROP
 OY0622_STAMPING: F 121 1958
 OY0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0622+STABILITY: POSITION/ELEVATION WELL
 OY0622
 OY0622  HISTORY     - Date     Condition        Report By
 OY0622  HISTORY     - 1958     MONUMENTED       CGS
 OY0622
 OY0622                          STATION DESCRIPTION
 OY0622
 OY0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0622'14.9 MI W FROM STERLING.
 OY0622'4.05 MILE WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AND GROCERY
 OY0622'STORE AT STERLING, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 39,
 OY0622'THENCE 2.05 MILES WEST ALONG A GRAVEL ROAD, THENCE 7.8 MILES WEST
 OY0622'ALONG A DIRT ROAD, AT THE WEST END OF A CURVE, IN THE TOP OF A LAVA
 OY0622'OUTCROP WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND, 43 FEET SOUTH OF
 OY0622'THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0905 ***********************************************************************
 NU0905  DESIGNATION -  F 122
 NU0905  PID         -  NU0905
 NU0905  STATE/COUNTY-  ID/CASSIA
 NU0905  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0905
 NU0905                         *CURRENT SURVEY CONTROL
 NU0905  ___________________________________________________________________
 NU0905* NAD 83(1986)-  42 31 00.     (N)    113 20 20.     (W)     SCALED    
 NU0905* NAVD 88     -      1341.552  (meters)    4401.41   (feet)  ADJUSTED  
 NU0905  ___________________________________________________________________
 NU0905  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NU0905  DYNAMIC HT  -        1340.737 (meters)    4398.73  (feet)  COMP
 NU0905  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 NU0905
 NU0905  VERT ORDER  -  SECOND    CLASS 0
 NU0905
 NU0905.The horizontal coordinates were scaled from a topographic map and have
 NU0905.an estimated accuracy of +/- 6 seconds.
 NU0905
 NU0905.The orthometric height was determined by differential leveling
 NU0905.and adjusted by the National Geodetic Survey in June 1991..
 NU0905
 NU0905.The geoid height was determined by GEOID03.
 NU0905
 NU0905.The dynamic height is computed by dividing the NAVD 88
 NU0905.geopotential number by the normal gravity value computed on the
 NU0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0905.degrees latitude (g = 980.6199 gals.).
 NU0905
 NU0905.The modeled gravity was interpolated from observed gravity values.
 NU0905
 NU0905;                    North         East    Units  Estimated Accuracy
 NU0905;SPC ID C     -    94,620.      554,330.      MT  (+/- 180 meters Scaled)
 NU0905
 NU0905                          SUPERSEDED SURVEY CONTROL
 NU0905
 NU0905  NGVD 29 (??/??/92) 1340.534  (m)         4398.07   (f) ADJ UNCH    2 0
 NU0905
 NU0905.Superseded values are not recommended for survey control.
 NU0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0905.See file dsdata.txt to determine how the superseded data were derived.
 NU0905
 NU0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN078097(NAD 83)
 NU0905_MARKER: DB = BENCH MARK DISK
 NU0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0905_STAMPING: F 122 1958
 NU0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0905+STABILITY: SURFACE MOTION
 NU0905
 NU0905  HISTORY     - Date     Condition        Report By
 NU0905  HISTORY     - 1958     MONUMENTED       CGS
 NU0905
 NU0905                          STATION DESCRIPTION
 NU0905
 NU0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0905'15.2 MI E FROM DECLO.
 NU0905'10.25 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF
 NU0905'STATE HIGHWAY 77 AT DECLO, THENCE 4.95 MILES EAST ALONG AN ASPHALT
 NU0905'ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTH OF
 NU0905'A FENCE AND A FENCE POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET
 NU0905'IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0028 ***********************************************************************
 SV0028  DESIGNATION -  F 123
 SV0028  PID         -  SV0028
 SV0028  STATE/COUNTY-  ID/SHOSHONE
 SV0028  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV0028
 SV0028                         *CURRENT SURVEY CONTROL
 SV0028  ___________________________________________________________________
 SV0028* NAD 83(1986)-  47 52 58.     (N)    116 11 37.     (W)     SCALED    
 SV0028* NAVD 88     -       887.731  (meters)    2912.50   (feet)  ADJUSTED  
 SV0028  ___________________________________________________________________
 SV0028  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 SV0028  DYNAMIC HT  -         887.724 (meters)    2912.47  (feet)  COMP
 SV0028  MODELED GRAV-     980,574.5   (mgal)                       NAVD 88
 SV0028
 SV0028  VERT ORDER  -  SECOND    CLASS 0
 SV0028
 SV0028.The horizontal coordinates were scaled from a topographic map and have
 SV0028.an estimated accuracy of +/- 6 seconds.
 SV0028
 SV0028.The orthometric height was determined by differential leveling
 SV0028.and adjusted by the National Geodetic Survey in June 1991..
 SV0028
 SV0028.The geoid height was determined by GEOID03.
 SV0028
 SV0028.The dynamic height is computed by dividing the NAVD 88
 SV0028.geopotential number by the normal gravity value computed on the
 SV0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0028.degrees latitude (g = 980.6199 gals.).
 SV0028
 SV0028.The modeled gravity was interpolated from observed gravity values.
 SV0028
 SV0028;                    North         East    Units  Estimated Accuracy
 SV0028;SPC ID W     -   690,830.      766,820.      MT  (+/- 180 meters Scaled)
 SV0028
 SV0028                          SUPERSEDED SURVEY CONTROL
 SV0028
 SV0028  NGVD 29 (??/??/92)  886.565  (m)         2908.67   (f) ADJ UNCH    2 0
 SV0028
 SV0028.Superseded values are not recommended for survey control.
 SV0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0028.See file dsdata.txt to determine how the superseded data were derived.
 SV0028
 SV0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP602035(NAD 83)
 SV0028_MARKER: DB = BENCH MARK DISK
 SV0028_SETTING: 66 = SET IN ROCK OUTCROP
 SV0028_SP_SET: OUTCROP
 SV0028_STAMPING: F 123 1958
 SV0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0028+STABILITY: POSITION/ELEVATION WELL
 SV0028
 SV0028  HISTORY     - Date     Condition        Report By
 SV0028  HISTORY     - 1958     MONUMENTED       CGS
 SV0028
 SV0028                          STATION DESCRIPTION
 SV0028
 SV0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0028'4.9 MI NE FROM MAGEE RANGER STATION.
 SV0028'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0028'THENCE 0.8 MILE EAST ALONG A GRAVEL ROAD, SET VERTICALLY IN THE
 SV0028'SOUTHEAST FACE OF AN OUTCROP, 8 FEET NORTHWEST OF THE CENTER LINE OF
 SV0028'THE ROAD, AND 2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1765 ***********************************************************************
 SV1765  DESIGNATION -  F 123 RESET
 SV1765  PID         -  SV1765
 SV1765  STATE/COUNTY-  ID/SHOSHONE
 SV1765  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV1765
 SV1765                         *CURRENT SURVEY CONTROL
 SV1765  ___________________________________________________________________
 SV1765* NAD 83(1986)-  47 52 58.     (N)    116 11 37.     (W)     SCALED    
 SV1765* NAVD 88     -       882.55   (meters)    2895.5    (feet)  RESET     
 SV1765  ___________________________________________________________________
 SV1765  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 SV1765
 SV1765  VERT ORDER  -  THIRD
 SV1765
 SV1765.The horizontal coordinates were scaled from a topographic map and have
 SV1765.an estimated accuracy of +/- 6 seconds.
 SV1765
 SV1765.The orthometric height was computed from unverified reset data.
 SV1765.No vertical observational check was made to the station.
 SV1765
 SV1765.The geoid height was determined by GEOID03.
 SV1765
 SV1765;                    North         East    Units  Estimated Accuracy
 SV1765;SPC ID W     -   690,830.      766,820.      MT  (+/- 180 meters Scaled)
 SV1765
 SV1765                          SUPERSEDED SURVEY CONTROL
 SV1765
 SV1765  NGVD 29 (03/27/06)  881.38   (m)         2891.7    (f) RESET       3  
 SV1765
 SV1765.Superseded values are not recommended for survey control.
 SV1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1765.See file dsdata.txt to determine how the superseded data were derived.
 SV1765
 SV1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP602035(NAD 83)
 SV1765_MARKER: DB = BENCH MARK DISK
 SV1765_SETTING: 66 = SET IN ROCK OUTCROP
 SV1765_SP_SET: ROCK OUTCROP
 SV1765_STAMPING: F 123 RESET 1983
 SV1765_MARK LOGO: NGS   
 SV1765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1765+STABILITY: POSITION/ELEVATION WELL
 SV1765
 SV1765  HISTORY     - Date     Condition        Report By
 SV1765  HISTORY     - 1983     MONUMENTED       NGS
 SV1765
 SV1765                          STATION DESCRIPTION
 SV1765
 SV1765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 SV1765'6.6 KM (4.10 MI) NE FROM MAGEE RANGE STATION.
 SV1765'6.6 KM (4.10 MI) NORTHEAST ALONG A GRAVELED ROAD FROM THE MAGEE RANGER
 SV1765'STATION TO A SIDE ROAD LEFT JUST AFTER PASSING OVER INDEPENDANCE
 SV1765'CREEK, THENCE 1.29 KM (0.80 MI) EAST ALONG THE GRAVELED ROAD TO THE
 SV1765'MARK ON THE LEFT SET VERTICALLY IN THE NORTH FACE OF THE ROCK FACE OF
 SV1765'THE CUT.  25 M (82.0 FT) NORTHWEST OF A METAL CULVERT 4 M (13.1 FT)
 SV1765'NORTH OF THE CENTER OF THE ROAD AND ABOUT 1.2 M (3.9 FT) ABOVE THE
 SV1765'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0107 ***********************************************************************
 SV0107  DESIGNATION -  F 124
 SV0107  PID         -  SV0107
 SV0107  STATE/COUNTY-  ID/SHOSHONE
 SV0107  USGS QUAD   -  KELLOGG WEST (1996)
 SV0107
 SV0107                         *CURRENT SURVEY CONTROL
 SV0107  ___________________________________________________________________
 SV0107* NAD 83(1986)-  47 37 04.     (N)    116 13 19.     (W)     SCALED    
 SV0107* NAVD 88     -       672.485  (meters)    2206.31   (feet)  ADJUSTED  
 SV0107  ___________________________________________________________________
 SV0107  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 SV0107  DYNAMIC HT  -         672.469 (meters)    2206.26  (feet)  COMP
 SV0107  MODELED GRAV-     980,567.5   (mgal)                       NAVD 88
 SV0107
 SV0107  VERT ORDER  -  SECOND    CLASS 0
 SV0107
 SV0107.The horizontal coordinates were scaled from a topographic map and have
 SV0107.an estimated accuracy of +/- 6 seconds.
 SV0107
 SV0107.The orthometric height was determined by differential leveling
 SV0107.and adjusted by the National Geodetic Survey in June 1991..
 SV0107
 SV0107.The geoid height was determined by GEOID03.
 SV0107
 SV0107.The dynamic height is computed by dividing the NAVD 88
 SV0107.geopotential number by the normal gravity value computed on the
 SV0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0107.degrees latitude (g = 980.6199 gals.).
 SV0107
 SV0107.The modeled gravity was interpolated from observed gravity values.
 SV0107
 SV0107;                    North         East    Units  Estimated Accuracy
 SV0107;SPC ID W     -   661,380.      764,520.      MT  (+/- 180 meters Scaled)
 SV0107
 SV0107                          SUPERSEDED SURVEY CONTROL
 SV0107
 SV0107  NGVD 29 (??/??/92)  671.332  (m)         2202.53   (f) ADJ UNCH    2 0
 SV0107
 SV0107.Superseded values are not recommended for survey control.
 SV0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0107.See file dsdata.txt to determine how the superseded data were derived.
 SV0107
 SV0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN584741(NAD 83)
 SV0107_MARKER: DB = BENCH MARK DISK
 SV0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0107_STAMPING: F 124 1958
 SV0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0107+STABILITY: SURFACE MOTION
 SV0107
 SV0107  HISTORY     - Date     Condition        Report By
 SV0107  HISTORY     - 1958     MONUMENTED       CGS
 SV0107
 SV0107                          STATION DESCRIPTION
 SV0107
 SV0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0107'7.1 MI NE FROM KINGSTON.
 SV0107'2.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 SV0107'HIGHWAY 10 AT KINGSTON, THENCE 4.9 MILES NORTHEAST ALONG A ROAD
 SV0107'FOLLOWING THE RIGHT BANK OF THE COEUR DALENE RIVER, AT THE JUNCTION OF
 SV0107'A DRIVEWAY LEADING SOUTH TO A SMALL RANCHHOUSE, 29 1/2 FEET SOUTH OF
 SV0107'THE CENTER LINE OF THE ROAD, 71 FEET EAST OF THE CENTER LINE OF THE
 SV0107'DRIVEWAY SOUTH, 67.2 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE
 SV0107'SOUTHEAST CORNER OF A LARGE WOODEN BARN, 4 FEET SOUTH OF A POWER POLE
 SV0107'SUPPORTING TRANSFORMER NO. W 325 5, 1.9 FEET NORTH OF THE NORTHEAST
 SV0107'CORNER OF A SMALL FRAME BUILDING, ABOUT LEVEL WITH THE ROAD, AND SET
 SV0107'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0190 ***********************************************************************
 RZ0190  DESIGNATION -  F 125
 RZ0190  PID         -  RZ0190
 RZ0190  STATE/COUNTY-  ID/CLEARWATER
 RZ0190  USGS QUAD   -  OROFINO EAST (1994)
 RZ0190
 RZ0190                         *CURRENT SURVEY CONTROL
 RZ0190  ___________________________________________________________________
 RZ0190* NAD 83(1986)-  46 23 17.     (N)    116 10 31.     (W)     SCALED    
 RZ0190* NAVD 88     -       329.335  (meters)    1080.49   (feet)  ADJUSTED  
 RZ0190  ___________________________________________________________________
 RZ0190  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 RZ0190  DYNAMIC HT  -         329.322 (meters)    1080.45  (feet)  COMP
 RZ0190  MODELED GRAV-     980,568.2   (mgal)                       NAVD 88
 RZ0190
 RZ0190  VERT ORDER  -  SECOND    CLASS 0
 RZ0190
 RZ0190.The horizontal coordinates were scaled from a topographic map and have
 RZ0190.an estimated accuracy of +/- 6 seconds.
 RZ0190
 RZ0190.The orthometric height was determined by differential leveling
 RZ0190.and adjusted by the National Geodetic Survey in June 1991..
 RZ0190
 RZ0190.The geoid height was determined by GEOID03.
 RZ0190
 RZ0190.The dynamic height is computed by dividing the NAVD 88
 RZ0190.geopotential number by the normal gravity value computed on the
 RZ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0190.degrees latitude (g = 980.6199 gals.).
 RZ0190
 RZ0190.The modeled gravity was interpolated from observed gravity values.
 RZ0190
 RZ0190;                    North         East    Units  Estimated Accuracy
 RZ0190;SPC ID W     -   524,660.      767,290.      MT  (+/- 180 meters Scaled)
 RZ0190
 RZ0190                          SUPERSEDED SURVEY CONTROL
 RZ0190
 RZ0190  NGVD 29 (??/??/92)  328.303  (m)         1077.11   (f) ADJ UNCH    2 0
 RZ0190
 RZ0190.Superseded values are not recommended for survey control.
 RZ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0190.See file dsdata.txt to determine how the superseded data were derived.
 RZ0190
 RZ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM634374(NAD 83)
 RZ0190_MARKER: DB = BENCH MARK DISK
 RZ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0190_STAMPING: F 125 1935
 RZ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0190+STABILITY: SURFACE MOTION
 RZ0190
 RZ0190  HISTORY     - Date     Condition        Report By
 RZ0190  HISTORY     - 1935     MONUMENTED       CGS
 RZ0190  HISTORY     - 1967     MARK NOT FOUND   USGS
 RZ0190  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0190
 RZ0190                          STATION DESCRIPTION
 RZ0190
 RZ0190'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 RZ0190'IN GREER.
 RZ0190'AT GREER, 350 FEET SOUTH OF THE SOUTH SIDE OF THE NORTHERN PACIFIC
 RZ0190'RAILWAY STATION, 125 FEET NORTHWEST OF A SWITCH STAND, 64.6 FEET
 RZ0190'SOUTHWEST OF THE SOUTHWEST CORNER OF A FREIGHTHOUSE, 17.6 FEET EAST OF
 RZ0190'THE EAST CLEARWATER RIVER BANK, AND 21 FEET WEST OF THE CENTER LINE OF
 RZ0190'THE TRACK.  SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD
 RZ0190'STATION AND FRIGHT HOUSE HAVE BEEN REMOVED.  THE GENERAL AREA OF THE
 RZ0190'BENCH MARK HAS BEEN BULLDOZED OFF.
 RZ0190
 RZ0190                          STATION RECOVERY (1980)
 RZ0190
 RZ0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0190'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0265 ***********************************************************************
 RZ0265  DESIGNATION -  F 126
 RZ0265  PID         -  RZ0265
 RZ0265  STATE/COUNTY-  ID/NEZ PERCE
 RZ0265  USGS QUAD   -  CULDESAC NORTH (1984)
 RZ0265
 RZ0265                         *CURRENT SURVEY CONTROL
 RZ0265  ___________________________________________________________________
 RZ0265* NAD 83(1986)-  46 29 27.     (N)    116 44 02.     (W)     SCALED    
 RZ0265* NAVD 88     -       254.564  (meters)     835.18   (feet)  ADJUSTED  
 RZ0265  ___________________________________________________________________
 RZ0265  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 RZ0265  DYNAMIC HT  -         254.562 (meters)     835.18  (feet)  COMP
 RZ0265  MODELED GRAV-     980,602.0   (mgal)                       NAVD 88
 RZ0265
 RZ0265  VERT ORDER  -  FIRST     CLASS II
 RZ0265
 RZ0265.The horizontal coordinates were scaled from a topographic map and have
 RZ0265.an estimated accuracy of +/- 6 seconds.
 RZ0265
 RZ0265.The orthometric height was determined by differential leveling
 RZ0265.and adjusted by the National Geodetic Survey in June 1991..
 RZ0265
 RZ0265.The geoid height was determined by GEOID03.
 RZ0265
 RZ0265.The dynamic height is computed by dividing the NAVD 88
 RZ0265.geopotential number by the normal gravity value computed on the
 RZ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0265.degrees latitude (g = 980.6199 gals.).
 RZ0265
 RZ0265.The modeled gravity was interpolated from observed gravity values.
 RZ0265
 RZ0265;                    North         East    Units  Estimated Accuracy
 RZ0265;SPC ID W     -   536,470.      724,470.      MT  (+/- 180 meters Scaled)
 RZ0265
 RZ0265                          SUPERSEDED SURVEY CONTROL
 RZ0265
 RZ0265  NGVD 29 (??/??/92)  253.567  (m)          831.91   (f) ADJ UNCH    1 2
 RZ0265
 RZ0265.Superseded values are not recommended for survey control.
 RZ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0265.See file dsdata.txt to determine how the superseded data were derived.
 RZ0265
 RZ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM204486(NAD 83)
 RZ0265_MARKER: DB = BENCH MARK DISK
 RZ0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0265_SP_SET: MONUMENT
 RZ0265_STAMPING: F 126 1935
 RZ0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0265
 RZ0265  HISTORY     - Date     Condition        Report By
 RZ0265  HISTORY     - 1935     MONUMENTED       CGS
 RZ0265  HISTORY     - 1959     GOOD             NGS
 RZ0265  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 RZ0265
 RZ0265                          STATION DESCRIPTION
 RZ0265
 RZ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0265'2.4 MI NE FROM ARROW.
 RZ0265'ABOUT 2.4 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY (CAMAS
 RZ0265'PRAIRIE RAILROAD) FROM THE STATION AT ARROW, ABOUT 1/2 MILE NORTH OF
 RZ0265'MILEPOST 2.  62 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 43
 RZ0265'FEET EAST OF THE CENTERLINE OF THE RAILROAD TRACK AND ACROSS THE
 RZ0265'RAILROAD TRACK FROM SEVERAL FARM BUILDINGS.  A STANDARD DISK STAMPED F
 RZ0265'126 1935 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT,
 RZ0265'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 RZ0265
 RZ0265                          STATION RECOVERY (1982)
 RZ0265
 RZ0265'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 RZ0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0155 ***********************************************************************
 RZ0155  DESIGNATION -  F 127
 RZ0155  PID         -  RZ0155
 RZ0155  STATE/COUNTY-  ID/CLEARWATER
 RZ0155  USGS QUAD   -  OROFINO WEST (1994)
 RZ0155
 RZ0155                         *CURRENT SURVEY CONTROL
 RZ0155  ___________________________________________________________________
 RZ0155* NAD 83(1986)-  46 29 38.     (N)    116 16 22.     (W)     SCALED    
 RZ0155* NAVD 88     -       310.852  (meters)    1019.85   (feet)  ADJUSTED  
 RZ0155  ___________________________________________________________________
 RZ0155  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 RZ0155  DYNAMIC HT  -         310.847 (meters)    1019.84  (feet)  COMP
 RZ0155  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 RZ0155
 RZ0155  VERT ORDER  -  FIRST     CLASS II
 RZ0155
 RZ0155.The horizontal coordinates were scaled from a topographic map and have
 RZ0155.an estimated accuracy of +/- 6 seconds.
 RZ0155
 RZ0155.The orthometric height was determined by differential leveling
 RZ0155.and adjusted by the National Geodetic Survey in June 1991..
 RZ0155
 RZ0155.The geoid height was determined by GEOID03.
 RZ0155
 RZ0155.The dynamic height is computed by dividing the NAVD 88
 RZ0155.geopotential number by the normal gravity value computed on the
 RZ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0155.degrees latitude (g = 980.6199 gals.).
 RZ0155
 RZ0155.The modeled gravity was interpolated from observed gravity values.
 RZ0155
 RZ0155;                    North         East    Units  Estimated Accuracy
 RZ0155;SPC ID W     -   536,470.      759,870.      MT  (+/- 180 meters Scaled)
 RZ0155
 RZ0155                          SUPERSEDED SURVEY CONTROL
 RZ0155
 RZ0155  NGVD 29 (??/??/92)  309.844  (m)         1016.55   (f) ADJ UNCH    1 2
 RZ0155
 RZ0155.Superseded values are not recommended for survey control.
 RZ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0155.See file dsdata.txt to determine how the superseded data were derived.
 RZ0155
 RZ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM558491(NAD 83)
 RZ0155_MARKER: DB = BENCH MARK DISK
 RZ0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0155_STAMPING: F-127 1935
 RZ0155_MARK LOGO: CGS   
 RZ0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0155+STABILITY: SURFACE MOTION
 RZ0155
 RZ0155  HISTORY     - Date     Condition        Report By
 RZ0155  HISTORY     - 1935     MONUMENTED       CGS
 RZ0155  HISTORY     - 1980     GOOD             NGS
 RZ0155
 RZ0155                          STATION DESCRIPTION
 RZ0155
 RZ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0155'1.1 MI W FROM OROFINO.
 RZ0155'1.1 MILE WEST OF, ALONG NORTHERN PACIFIC R.R., FROM RY STATION.  ON
 RZ0155'NORTH SIDE OF TRACK ON SLIGHT SLOPE OF HILL.  ABOUT 450 FEET WEST OF
 RZ0155'M.P. NO. 28.  ABOUT 100 FEET NORTHWEST OF SWITCH STAND.  44 FEET SOUTH
 RZ0155'OF CENTERLINE OF GRAVELED ROAD.  31 FEET NORTH OF CENTERLINE OF
 RZ0155'NORTHERN PACIFIC R.R.  3.2 FEET NORTH OF 3RD POLE WEST OF M.P. NO. 28.
 RZ0155'TABLET SET IN PRECAST CONCRETE POST.
 RZ0155
 RZ0155                          STATION RECOVERY (1980)
 RZ0155
 RZ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0155'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0015 ***********************************************************************
 RZ0015  DESIGNATION -  F 128
 RZ0015  PID         -  RZ0015
 RZ0015  STATE/COUNTY-  ID/CLEARWATER
 RZ0015  USGS QUAD   -  AHSAHKA (1994)
 RZ0015
 RZ0015                         *CURRENT SURVEY CONTROL
 RZ0015  ___________________________________________________________________
 RZ0015* NAD 83(1986)-  46 36 35.     (N)    116 17 12.     (W)     SCALED    
 RZ0015* NAVD 88     -       341.658  (meters)    1120.92   (feet)  ADJUSTED  
 RZ0015  ___________________________________________________________________
 RZ0015  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 RZ0015  DYNAMIC HT  -         341.650 (meters)    1120.90  (feet)  COMP
 RZ0015  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 RZ0015
 RZ0015  VERT ORDER  -  SECOND    CLASS 0
 RZ0015
 RZ0015.The horizontal coordinates were scaled from a topographic map and have
 RZ0015.an estimated accuracy of +/- 6 seconds.
 RZ0015
 RZ0015.The orthometric height was determined by differential leveling
 RZ0015.and adjusted by the National Geodetic Survey in June 1991..
 RZ0015
 RZ0015.The geoid height was determined by GEOID03.
 RZ0015
 RZ0015.The dynamic height is computed by dividing the NAVD 88
 RZ0015.geopotential number by the normal gravity value computed on the
 RZ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0015.degrees latitude (g = 980.6199 gals.).
 RZ0015
 RZ0015.The modeled gravity was interpolated from observed gravity values.
 RZ0015
 RZ0015;                    North         East    Units  Estimated Accuracy
 RZ0015;SPC ID W     -   549,350.      758,890.      MT  (+/- 180 meters Scaled)
 RZ0015
 RZ0015                          SUPERSEDED SURVEY CONTROL
 RZ0015
 RZ0015  NGVD 29 (??/??/92)  340.620  (m)         1117.52   (f) ADJ UNCH    2 0
 RZ0015
 RZ0015.Superseded values are not recommended for survey control.
 RZ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0015.See file dsdata.txt to determine how the superseded data were derived.
 RZ0015
 RZ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM546620(NAD 83)
 RZ0015_MARKER: DB = BENCH MARK DISK
 RZ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0015_STAMPING: F-128 1935
 RZ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0015+STABILITY: SURFACE MOTION
 RZ0015
 RZ0015  HISTORY     - Date     Condition        Report By
 RZ0015  HISTORY     - 1935     MONUMENTED       CGS
 RZ0015  HISTORY     - 1959     MARK NOT FOUND   NGS
 RZ0015
 RZ0015                          STATION DESCRIPTION
 RZ0015
 RZ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0015'10.9 MI NE FROM AHSAHKA.
 RZ0015'10.9 MILES NORTHEAST OF, ALONG COUNTY ROAD TO ELK RIVER, FROM NORTHERN
 RZ0015'PACIFIC RY. STATION.  ON EAST SIDE OF ROAD AT HORSE-SHOE BEND IN ROAD
 RZ0015'AT A CUT IN SLOPE OF HILL.  ABOUT 0.2 MILE SOUTH OF A FARM HOUSE. 75.5
 RZ0015'FEET SOUTH OF LONE SPRUCE TREE SUPPORTING TELEPHONE LINE. 50.5 FEET
 RZ0015'NORTH OF EAST END OF GALVANIZED CULVERT UNDER ROAD. 35.5 FEET EAST OF
 RZ0015'CENTERLINE OF COUNTY ROAD.  15.2 FEET NORTH OF NORTH BANK OF SMALL
 RZ0015'GULLEY.  5.9 FEET EAST OF SMALL BUSH.  TABLET SET IN PRECAST CONCRETE
 RZ0015'POST.
 RZ0015
 RZ0015                          STATION RECOVERY (1959)
 RZ0015
 RZ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0445 ***********************************************************************
 RY0445  DESIGNATION -  F 129 RESET
 RY0445  PID         -  RY0445
 RY0445  STATE/COUNTY-  ID/IDAHO
 RY0445  USGS QUAD   -  STITES (1966)
 RY0445
 RY0445                         *CURRENT SURVEY CONTROL
 RY0445  ___________________________________________________________________
 RY0445* NAD 83(1986)-  46 02 22.     (N)    115 58 49.     (W)     SCALED    
 RY0445* NAVD 88     -       428.78   (meters)    1406.8    (feet)  RESET     
 RY0445  ___________________________________________________________________
 RY0445  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 RY0445
 RY0445  VERT ORDER  -  THIRD
 RY0445
 RY0445.The horizontal coordinates were scaled from a topographic map and have
 RY0445.an estimated accuracy of +/- 6 seconds.
 RY0445
 RY0445.The orthometric height was computed from unverified reset data.
 RY0445
 RY0445.The geoid height was determined by GEOID03.
 RY0445
 RY0445;                    North         East    Units  Estimated Accuracy
 RY0445;SPC ID W     -   485,850.      782,180.      MT  (+/- 180 meters Scaled)
 RY0445
 RY0445                          SUPERSEDED SURVEY CONTROL
 RY0445
 RY0445.No superseded survey control is available for this station.
 RY0445
 RY0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL789989(NAD 83)
 RY0445_MARKER: DB = BENCH MARK DISK
 RY0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0445_STAMPING: F 129 RESET 1940
 RY0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0445+STABILITY: SURFACE MOTION
 RY0445
 RY0445  HISTORY     - Date     Condition        Report By
 RY0445  HISTORY     - 1940     MONUMENTED       IDPWD
 RY0445
 RY0445                          STATION DESCRIPTION
 RY0445
 RY0445'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1940
 RY0445'4.6 MI S FROM STITES.
 RY0445'4.6 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE NORTHERN PACIFIC
 RY0445'RAILWAY STATION AT STITES, 0.1 MILE NORTH OF A SHARP CURVE, 250 FEET
 RY0445'NORTH OF THE NORTH SIDE OF AN UNPAINTED SQUARE HOUSE, AT A LEVEL
 RY0445'STRETCH OF THE ROAD, 150 FEET EAST OF THE EAST CLEARWATER RIVER BANK,
 RY0445'50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET WEST OF THE
 RY0445'NORTHEAST CORNER OF A GARDEN FENCE, AND 1.4 FEET NORTH OF AN
 RY0445'EAST-AND-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0077 ***********************************************************************
 OZ0077  DESIGNATION -  F 13
 OZ0077  PID         -  OZ0077
 OZ0077  STATE/COUNTY-  ID/LINCOLN
 OZ0077  USGS QUAD   -  RICHFIELD (1979)
 OZ0077
 OZ0077                         *CURRENT SURVEY CONTROL
 OZ0077  ___________________________________________________________________
 OZ0077* NAD 83(1986)-  43 02 52.     (N)    114 09 15.     (W)     SCALED    
 OZ0077* NAVD 88     -      1308.936  (meters)    4294.40   (feet)  ADJUSTED  
 OZ0077  ___________________________________________________________________
 OZ0077  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 OZ0077  DYNAMIC HT  -        1308.263 (meters)    4292.19  (feet)  COMP
 OZ0077  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 OZ0077
 OZ0077  VERT ORDER  -  FIRST     CLASS II
 OZ0077
 OZ0077.The horizontal coordinates were scaled from a topographic map and have
 OZ0077.an estimated accuracy of +/- 6 seconds.
 OZ0077
 OZ0077.The orthometric height was determined by differential leveling
 OZ0077.and adjusted by the National Geodetic Survey in June 1991..
 OZ0077
 OZ0077.The geoid height was determined by GEOID03.
 OZ0077
 OZ0077.The dynamic height is computed by dividing the NAVD 88
 OZ0077.geopotential number by the normal gravity value computed on the
 OZ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0077.degrees latitude (g = 980.6199 gals.).
 OZ0077
 OZ0077.The modeled gravity was interpolated from observed gravity values.
 OZ0077
 OZ0077;                    North         East    Units  Estimated Accuracy
 OZ0077;SPC ID C     -   153,420.      487,440.      MT  (+/- 180 meters Scaled)
 OZ0077
 OZ0077                          SUPERSEDED SURVEY CONTROL
 OZ0077
 OZ0077  NGVD 29 (??/??/92) 1308.024  (m)         4291.41   (f) ADJ UNCH    1 2
 OZ0077
 OZ0077.Superseded values are not recommended for survey control.
 OZ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0077.See file dsdata.txt to determine how the superseded data were derived.
 OZ0077
 OZ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH317700(NAD 83)
 OZ0077_MARKER: DB = BENCH MARK DISK
 OZ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0077_STAMPING: 4291.530 F 13 1933
 OZ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0077+STABILITY: SURFACE MOTION
 OZ0077
 OZ0077  HISTORY     - Date     Condition        Report By
 OZ0077  HISTORY     - 1933     MONUMENTED       CGS
 OZ0077  HISTORY     - 1934     GOOD             NGS
 OZ0077  HISTORY     - 1942     GOOD             NGS
 OZ0077
 OZ0077                          STATION DESCRIPTION
 OZ0077
 OZ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0077'IN RICHFIELD.
 OZ0077'AT RICHFIELD, LINCOLN COUNTY, 80 FEET WEST OF THE OREGON SHORT LINE
 OZ0077'RAILROAD STATION, IN THE STATION PARK, 150 FEET EAST OF THE RICHFIELD
 OZ0077'ELEVATOR, AND 45 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK.  A
 OZ0077'STANDARD DISK, STAMPED 4291.530 F 13 1933 AND SET IN THE TOP OF A
 OZ0077'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OZ0077
 OZ0077                          STATION RECOVERY (1942)
 OZ0077
 OZ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 OZ0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0380 ***********************************************************************
 RY0380  DESIGNATION -  F 130
 RY0380  PID         -  RY0380
 RY0380  STATE/COUNTY-  ID/CLEARWATER
 RY0380  USGS QUAD   -  JAYPE (1994)
 RY0380
 RY0380                         *CURRENT SURVEY CONTROL
 RY0380  ___________________________________________________________________
 RY0380* NAD 83(1986)-  46 30 05.     (N)    115 50 00.     (W)     SCALED    
 RY0380* NAVD 88     -       911.750  (meters)    2991.30   (feet)  ADJUSTED  
 RY0380  ___________________________________________________________________
 RY0380  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 RY0380  DYNAMIC HT  -         911.636 (meters)    2990.93  (feet)  COMP
 RY0380  MODELED GRAV-     980,458.7   (mgal)                       NAVD 88
 RY0380
 RY0380  VERT ORDER  -  FIRST     CLASS II
 RY0380
 RY0380.The horizontal coordinates were scaled from a topographic map and have
 RY0380.an estimated accuracy of +/- 6 seconds.
 RY0380
 RY0380.The orthometric height was determined by differential leveling
 RY0380.and adjusted by the National Geodetic Survey in June 1991..
 RY0380
 RY0380.The geoid height was determined by GEOID03.
 RY0380
 RY0380.The dynamic height is computed by dividing the NAVD 88
 RY0380.geopotential number by the normal gravity value computed on the
 RY0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0380.degrees latitude (g = 980.6199 gals.).
 RY0380
 RY0380.The modeled gravity was interpolated from observed gravity values.
 RY0380
 RY0380;                    North         East    Units  Estimated Accuracy
 RY0380;SPC ID W     -   537,170.      793,600.      MT  (+/- 180 meters Scaled)
 RY0380
 RY0380                          SUPERSEDED SURVEY CONTROL
 RY0380
 RY0380  NGVD 29 (??/??/92)  910.650  (m)         2987.69   (f) ADJ UNCH    1 2
 RY0380
 RY0380.Superseded values are not recommended for survey control.
 RY0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0380.See file dsdata.txt to determine how the superseded data were derived.
 RY0380
 RY0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM895504(NAD 83)
 RY0380_MARKER: DB = BENCH MARK DISK
 RY0380_SETTING: 66 = SET IN ROCK OUTCROP
 RY0380_SP_SET: ROCK OUTCROP
 RY0380_STAMPING: F 130 1935
 RY0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0380+STABILITY: POSITION/ELEVATION WELL
 RY0380
 RY0380  HISTORY     - Date     Condition        Report By
 RY0380  HISTORY     - 1935     MONUMENTED       CGS
 RY0380  HISTORY     - 1950     MARK NOT FOUND   NGS
 RY0380
 RY0380                          STATION DESCRIPTION
 RY0380
 RY0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0380'2.5 MI W FROM PIERCE.
 RY0380'2.5 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE PUBLIC
 RY0380'LIBRARY AT PIERCE, CLEARWATER COUNTY, ABOUT 450 FEET SOUTH OF MILEPOST
 RY0380'25, 30.5 FEET SOUTHWEST OF THE THIRD POLE SOUTH OF THE MILEPOST, 12.2
 RY0380'FEET WEST OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A ROCK
 RY0380'OUTCROP, 3.6 FEET WEST OF THE EAST EDGE, AND ABOUT 1.5 FEET HIGHER
 RY0380'THAN THE TRACK.  A STANDARD DISK, STAMPED F 130 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0407 ***********************************************************************
 SV0407  DESIGNATION -  F 131
 SV0407  PID         -  SV0407
 SV0407  STATE/COUNTY-  ID/KOOTENAI
 SV0407  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0407
 SV0407                         *CURRENT SURVEY CONTROL
 SV0407  ___________________________________________________________________
 SV0407* NAD 83(1986)-  47 44 38.     (N)    116 47 12.     (W)     SCALED    
 SV0407* NAVD 88     -       685.056  (meters)    2247.55   (feet)  ADJUSTED  
 SV0407  ___________________________________________________________________
 SV0407  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 SV0407  DYNAMIC HT  -         685.081 (meters)    2247.64  (feet)  COMP
 SV0407  MODELED GRAV-     980,626.3   (mgal)                       NAVD 88
 SV0407
 SV0407  VERT ORDER  -  SECOND    CLASS 0
 SV0407
 SV0407.The horizontal coordinates were scaled from a topographic map and have
 SV0407.an estimated accuracy of +/- 6 seconds.
 SV0407
 SV0407.The orthometric height was determined by differential leveling
 SV0407.and adjusted by the National Geodetic Survey in June 1991..
 SV0407
 SV0407.The geoid height was determined by GEOID03.
 SV0407
 SV0407.The dynamic height is computed by dividing the NAVD 88
 SV0407.geopotential number by the normal gravity value computed on the
 SV0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0407.degrees latitude (g = 980.6199 gals.).
 SV0407
 SV0407.The modeled gravity was interpolated from observed gravity values.
 SV0407
 SV0407;                    North         East    Units  Estimated Accuracy
 SV0407;SPC ID W     -   675,810.      722,260.      MT  (+/- 180 meters Scaled)
 SV0407
 SV0407                          SUPERSEDED SURVEY CONTROL
 SV0407
 SV0407  NGVD 29 (??/??/92)  683.896  (m)         2243.75   (f) ADJ UNCH    2 0
 SV0407
 SV0407.Superseded values are not recommended for survey control.
 SV0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0407.See file dsdata.txt to determine how the superseded data were derived.
 SV0407
 SV0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN159878(NAD 83)
 SV0407_MARKER: DB = BENCH MARK DISK
 SV0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0407_SP_SET: CONCRETE POST
 SV0407_STAMPING: F 131 1935
 SV0407_MARK LOGO: CGS   
 SV0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0407+STABILITY: SURFACE MOTION
 SV0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV0407+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 SV0407
 SV0407  HISTORY     - Date     Condition        Report By
 SV0407  HISTORY     - 1935     MONUMENTED       CGS
 SV0407  HISTORY     - 1971     GOOD             IDDT
 SV0407  HISTORY     - 19911022 GOOD             NGS
 SV0407
 SV0407                          STATION DESCRIPTION
 SV0407
 SV0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0407'4.6 MI N FROM COEUR DALENE.
 SV0407'4.6 MILES NORTH ALONG GOVERNMENT WAY AND U.S. HIGHWAY 95 FROM THE
 SV0407'COUNTY COURTHOUSE AT COEUR DALENE, KOOTENAI COUNTY, 210 FEET SOUTHEAST
 SV0407'OF THE INTERSECTION OF AN EAST-AND-WEST ROAD, 34.4 FEET SOUTHEAST OF
 SV0407'THE CENTER OF THE INTERSECTION OF A WATER-SUPPLY PIPE LINE, 33.5 FEET
 SV0407'EAST OF THE CENTERLINE OF THE HIGHWAY, 33 FEET NORTH OF TELEPHONE POLE
 SV0407'1/36, 16.3 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT WEST OF THE FENCE.
 SV0407'A STANDARD DISK, STAMPED F 131 1935 AND SET IN THE TOP OF A CONCRETE
 SV0407'POST.
 SV0407
 SV0407                          STATION RECOVERY (1971)
 SV0407
 SV0407'RECOVERY NOTE BY ID DEPT OF TRANSP 1971
 SV0407'RECOVERED IN GOOD CONDITION.
 SV0407
 SV0407                          STATION RECOVERY (1991)
 SV0407
 SV0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 SV0407'MARK IS LOCATED ABOUT 3.0 KM (1.9 MI) NORTH OF THE KOOTENAI COUNTY
 SV0407'FAIRGROUNDS IN COEUR DALENE, 0.4 KM (0.2 MI) EAST OF U.S. HIGHWAY 95
 SV0407'AND ON THE EAST RIGHT-OF-WAY OF GOVERNMENT WAY.
 SV0407'REACHED FROM THE JUNCTION OF INTERSTATE 90 AND THE U.S. HIGHWAY 95
 SV0407'OVERPASS IN COEUR DALENE.  GO NORTH ON U.S. HIGHWAY 95 FOR 1.04 KM
 SV0407'(0.65 MI) TO THE JUNCTION OF KATHLEEN AVENUE.  CONTINUE AHEAD NORTH
 SV0407'ON U.S. HIGHWAY 95 FOR 3.77 KM (2.34 MI) TO THE JUNCTION OF AQUA
 SV0407'AVENUE AND THE AQUA DRILLING COMPANY ON THE RIGHT.  CONTINUE AHEAD
 SV0407'NORTH ON U.S. HIGHWAY 95 FOR 0.30 KM (0.19 MI) TO THE JUNCTION OF
 SV0407'PRAIRIE AVENUE.  TURN RIGHT AND GO EAST ON PRAIRIE AVENUE FOR 0.35 KM
 SV0407'(0.22 MI) TO THE JUNCTION OF GOVERNMENT WAY. TURN RIGHT AND GO SOUTH
 SV0407'ON GOVERNMENT WAY FOR 0.055 KM (0.034 MI) TO THE MARK ON THE LEFT.
 SV0407'LOCATED 9.18 EAST OF THE CENTER OF GOVERNMENT WAY, 12.0 M (39.4 FT)
 SV0407'NORTH OF A POWER POLE, 2.4 M (7.9 FT) WEST-NORTHWEST OF A TWIN TRUNK
 SV0407'PINE TREE AND 0.40 WEST OF A FIBERGLASS WITNESS POST.
 SV0407'MARK IS A 0.30 CM BY 0.30 CM SQUARE CONCRETE POST SET FLUSH WITH THE
 SV0407'GROUND SURFACE AND ABOUT 0.2 M (0.7 FT) BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0127 ***********************************************************************
 SV0127  DESIGNATION -  F 132
 SV0127  PID         -  SV0127
 SV0127  STATE/COUNTY-  ID/KOOTENAI
 SV0127  USGS QUAD   -  ROSE LAKE (1996)
 SV0127
 SV0127                         *CURRENT SURVEY CONTROL
 SV0127  ___________________________________________________________________
 SV0127* NAD 83(1986)-  47 34 34.     (N)    116 24 51.     (W)     SCALED    
 SV0127* NAVD 88     -       665.759  (meters)    2184.24   (feet)  ADJUSTED  
 SV0127  ___________________________________________________________________
 SV0127  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 SV0127  DYNAMIC HT  -         665.765 (meters)    2184.26  (feet)  COMP
 SV0127  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 SV0127
 SV0127  VERT ORDER  -  SECOND    CLASS 0
 SV0127
 SV0127.The horizontal coordinates were scaled from a topographic map and have
 SV0127.an estimated accuracy of +/- 6 seconds.
 SV0127
 SV0127.The orthometric height was determined by differential leveling
 SV0127.and adjusted by the National Geodetic Survey in June 1991..
 SV0127
 SV0127.The geoid height was determined by GEOID03.
 SV0127
 SV0127.The dynamic height is computed by dividing the NAVD 88
 SV0127.geopotential number by the normal gravity value computed on the
 SV0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0127.degrees latitude (g = 980.6199 gals.).
 SV0127
 SV0127.The modeled gravity was interpolated from observed gravity values.
 SV0127
 SV0127;                    North         East    Units  Estimated Accuracy
 SV0127;SPC ID W     -   656,850.      750,040.      MT  (+/- 180 meters Scaled)
 SV0127
 SV0127                          SUPERSEDED SURVEY CONTROL
 SV0127
 SV0127  NGVD 29 (??/??/92)  664.643  (m)         2180.58   (f) ADJ UNCH    2 0
 SV0127
 SV0127.Superseded values are not recommended for survey control.
 SV0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0127.See file dsdata.txt to determine how the superseded data were derived.
 SV0127
 SV0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN440693(NAD 83)
 SV0127_MARKER: DB = BENCH MARK DISK
 SV0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0127_STAMPING: F 132 1935
 SV0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0127+STABILITY: SURFACE MOTION
 SV0127
 SV0127  HISTORY     - Date     Condition        Report By
 SV0127  HISTORY     - 1935     MONUMENTED       CGS
 SV0127  HISTORY     - 1958     GOOD             NGS
 SV0127  HISTORY     - 20011022 GOOD             JCLS
 SV0127
 SV0127                          STATION DESCRIPTION
 SV0127
 SV0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0127'5.3 MI NW FROM CATALDO.
 SV0127'5.05 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0127'RAILROAD STATION AT CATALDO, THENCE 0.25 MILE NORTHWEST ALONG OLD
 SV0127'HIGHWAY.  0.05 MILE NORTHWEST OF CANYON SCHOOL, 97 FEET SOUTHWEST OF
 SV0127'THE SOUTHWEST CORNER OF A HOUSE, 37.0 FEET NORTHEAST OF THE CENTERLINE
 SV0127'OF OLD HIGHWAY, ABOUT 37 FEET SOUTH OF THE FOOT OF A HILL, 33.0 FEET
 SV0127'NORTHEAST OF A TELEPHONE POLE, 7.0 FEET NORTHEAST OF A FENCE CORNER,
 SV0127'1.5 FEET SOUTHEAST OF THE FENCE, SET IN TOP OF A 6 X 6 INCH CONCRETE
 SV0127'POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE OLD HIGHWAY.
 SV0127
 SV0127                          STATION RECOVERY (2001)
 SV0127
 SV0127'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 SV0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0272 ***********************************************************************
 SV0272  DESIGNATION -  F 133
 SV0272  PID         -  SV0272
 SV0272  STATE/COUNTY-  ID/BENEWAH
 SV0272  USGS QUAD   -  HARRISON (1996)
 SV0272
 SV0272                         *CURRENT SURVEY CONTROL
 SV0272  ___________________________________________________________________
 SV0272* NAD 83(1986)-  47 22 42.     (N)    116 45 13.     (W)     SCALED    
 SV0272* NAVD 88     -       651.280  (meters)    2136.74   (feet)  ADJUSTED  
 SV0272  ___________________________________________________________________
 SV0272  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 SV0272  DYNAMIC HT  -         651.268 (meters)    2136.70  (feet)  COMP
 SV0272  MODELED GRAV-     980,574.0   (mgal)                       NAVD 88
 SV0272
 SV0272  VERT ORDER  -  SECOND    CLASS 0
 SV0272
 SV0272.The horizontal coordinates were scaled from a topographic map and have
 SV0272.an estimated accuracy of +/- 6 seconds.
 SV0272
 SV0272.The orthometric height was determined by differential leveling
 SV0272.and adjusted by the National Geodetic Survey in June 1991..
 SV0272
 SV0272.The geoid height was determined by GEOID03.
 SV0272
 SV0272.The dynamic height is computed by dividing the NAVD 88
 SV0272.geopotential number by the normal gravity value computed on the
 SV0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0272.degrees latitude (g = 980.6199 gals.).
 SV0272
 SV0272.The modeled gravity was interpolated from observed gravity values.
 SV0272
 SV0272;                    North         East    Units  Estimated Accuracy
 SV0272;SPC ID W     -   635,140.      724,220.      MT  (+/- 180 meters Scaled)
 SV0272
 SV0272                          SUPERSEDED SURVEY CONTROL
 SV0272
 SV0272  NGVD 29 (??/??/92)  650.150  (m)         2133.03   (f) ADJ UNCH    2 0
 SV0272
 SV0272.Superseded values are not recommended for survey control.
 SV0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0272.See file dsdata.txt to determine how the superseded data were derived.
 SV0272
 SV0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN185472(NAD 83)
 SV0272_MARKER: DB = BENCH MARK DISK
 SV0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0272_SP_SET: PIER
 SV0272_STAMPING: F 133 1935
 SV0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0272
 SV0272  HISTORY     - Date     Condition        Report By
 SV0272  HISTORY     - 1935     MONUMENTED       CGS
 SV0272  HISTORY     - 1974     GOOD             LOCENG
 SV0272
 SV0272                          STATION DESCRIPTION
 SV0272
 SV0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0272'0.6 MI NE FROM CHATCOLET.
 SV0272'0.6 MILE NORTHEAST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0272'NAVIGATION CO. RAILROAD FROM THE POST OFFICE AT CHATCOLET, BENEWAH
 SV0272'COUNTY, 0.3 MILE NORTHEAST OF MILEPOST 23, 135 FEET SOUTHWEST OF A
 SV0272'SECTION TOOLHOUSE, IN THE TOP OF THE CENTER PIER OF A TURN-TABLE DRAW
 SV0272'BRIDGE OVER THE NORTH END OF CHATCOLET LAKE AND ST. JOE RIVER, 5 FEET
 SV0272'SOUTHEAST OF THE NORTH EDGE OF THE PIER, AND 2 FEET NORTHWEST OF THE
 SV0272'NORTH EDGE OF THE PIVOT PEDESTAL.  A STANDARD DISK, STAMPED F 133
 SV0272'1935.
 SV0272
 SV0272                          STATION RECOVERY (1974)
 SV0272
 SV0272'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 SV0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0283 ***********************************************************************
 SV0283  DESIGNATION -  F 134
 SV0283  PID         -  SV0283
 SV0283  STATE/COUNTY-  ID/KOOTENAI
 SV0283  USGS QUAD   -  MEDIMONT (1981)
 SV0283
 SV0283                         *CURRENT SURVEY CONTROL
 SV0283  ___________________________________________________________________
 SV0283* NAD 83(1986)-  47 28 33.     (N)    116 36 02.     (W)     SCALED    
 SV0283* NAVD 88     -       653.442  (meters)    2143.83   (feet)  ADJUSTED  
 SV0283  ___________________________________________________________________
 SV0283  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 SV0283  DYNAMIC HT  -         653.452 (meters)    2143.87  (feet)  COMP
 SV0283  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 SV0283
 SV0283  VERT ORDER  -  SECOND    CLASS 0
 SV0283
 SV0283.The horizontal coordinates were scaled from a topographic map and have
 SV0283.an estimated accuracy of +/- 6 seconds.
 SV0283
 SV0283.The orthometric height was determined by differential leveling
 SV0283.and adjusted by the National Geodetic Survey in June 1991..
 SV0283
 SV0283.The geoid height was determined by GEOID03.
 SV0283
 SV0283.The dynamic height is computed by dividing the NAVD 88
 SV0283.geopotential number by the normal gravity value computed on the
 SV0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0283.degrees latitude (g = 980.6199 gals.).
 SV0283
 SV0283.The modeled gravity was interpolated from observed gravity values.
 SV0283
 SV0283;                    North         East    Units  Estimated Accuracy
 SV0283;SPC ID W     -   645,840.      735,890.      MT  (+/- 180 meters Scaled)
 SV0283
 SV0283                          SUPERSEDED SURVEY CONTROL
 SV0283
 SV0283  NGVD 29 (??/??/92)  652.336  (m)         2140.21   (f) ADJ UNCH    2 0
 SV0283
 SV0283.Superseded values are not recommended for survey control.
 SV0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0283.See file dsdata.txt to determine how the superseded data were derived.
 SV0283
 SV0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN300581(NAD 83)
 SV0283_MARKER: DB = BENCH MARK DISK
 SV0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0283_STAMPING: F 134 1935
 SV0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0283+STABILITY: SURFACE MOTION
 SV0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV0283+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2001
 SV0283
 SV0283  HISTORY     - Date     Condition        Report By
 SV0283  HISTORY     - 1935     MONUMENTED       CGS
 SV0283  HISTORY     - 20011022 GOOD             JCLS
 SV0283
 SV0283                          STATION DESCRIPTION
 SV0283
 SV0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0283'IN MEDIMONT.
 SV0283'AT MEDIMONT, KOOTENAI COUNTY, ABOUT 203 YARDS NORTHEAST OF THE OLD
 SV0283'OREGON-WASHINGTON RAILROAD AND NAVIGATION CO. RAILROAD STATION, 0.4
 SV0283'MILE NORTHEAST OF MILEPOST 41, ABOUT 500 FEET NORTHEAST OF THE POST
 SV0283'OFFICE, 46.3 FEET WEST OF THE CENTER OF A DIRT-ROAD CROSSING, 35 FEET
 SV0283'NORTHWEST OF THE CENTERLINE OF THE TRACK, 21.3 FEET SOUTHEAST OF THE
 SV0283'CENTERLINE OF THE ROAD, 14.2 FEET SOUTHWEST OF THE CENTER OF A GATE IN
 SV0283'THE RIGHT-OF-WAY FENCE, AND 1.3 FEET SOUTHWEST OF THE FENCE.  A
 SV0283'STANDARD DISK, STAMPED F 134 1935 AND SET IN THE TOP OF A CONCRETE
 SV0283'POST.
 SV0283
 SV0283                          STATION RECOVERY (2001)
 SV0283
 SV0283'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 SV0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0303 ***********************************************************************
 SV0303  DESIGNATION -  F 135
 SV0303  PID         -  SV0303
 SV0303  STATE/COUNTY-  ID/BENEWAH
 SV0303  USGS QUAD   -  ST MARIES (1995)
 SV0303
 SV0303                         *CURRENT SURVEY CONTROL
 SV0303  ___________________________________________________________________
 SV0303* NAD 83(1986)-  47 20 25.     (N)    116 32 21.     (W)     SCALED    
 SV0303* NAVD 88     -       655.817  (meters)    2151.63   (feet)  ADJUSTED  
 SV0303  ___________________________________________________________________
 SV0303  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 SV0303  DYNAMIC HT  -         655.786 (meters)    2151.52  (feet)  COMP
 SV0303  MODELED GRAV-     980,546.1   (mgal)                       NAVD 88
 SV0303
 SV0303  VERT ORDER  -  SECOND    CLASS 0
 SV0303
 SV0303.The horizontal coordinates were scaled from a topographic map and have
 SV0303.an estimated accuracy of +/- 6 seconds.
 SV0303
 SV0303.The orthometric height was determined by differential leveling
 SV0303.and adjusted by the National Geodetic Survey in June 1991..
 SV0303
 SV0303.The geoid height was determined by GEOID03.
 SV0303
 SV0303.The dynamic height is computed by dividing the NAVD 88
 SV0303.geopotential number by the normal gravity value computed on the
 SV0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0303.degrees latitude (g = 980.6199 gals.).
 SV0303
 SV0303.The modeled gravity was interpolated from observed gravity values.
 SV0303
 SV0303;                    North         East    Units  Estimated Accuracy
 SV0303;SPC ID W     -   630,720.      740,370.      MT  (+/- 180 meters Scaled)
 SV0303
 SV0303                          SUPERSEDED SURVEY CONTROL
 SV0303
 SV0303  NGVD 29 (??/??/92)  654.678  (m)         2147.89   (f) ADJ UNCH    2 0
 SV0303
 SV0303.Superseded values are not recommended for survey control.
 SV0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0303.See file dsdata.txt to determine how the superseded data were derived.
 SV0303
 SV0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN348430(NAD 83)
 SV0303_MARKER: DB = BENCH MARK DISK
 SV0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0303_STAMPING: F 135 1935
 SV0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0303+STABILITY: SURFACE MOTION
 SV0303
 SV0303  HISTORY     - Date     Condition        Report By
 SV0303  HISTORY     - 1935     MONUMENTED       CGS
 SV0303  HISTORY     - 1963     GOOD             NGS
 SV0303  HISTORY     - 1982     MARK NOT FOUND   NGS
 SV0303
 SV0303                          STATION DESCRIPTION
 SV0303
 SV0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0303'3.0 MI NE FROM ST MARIES.
 SV0303'3.0 MILES NORTHEAST ALONG THE ST. MARIES AVERY ROAD FROM THE POST
 SV0303'OFFICE AT ST. MARIES, 200 FEET NORTHWEST OF A SMALL LAKE, 130 FEET
 SV0303'SOUTHWEST OF THE FOOT PATH TO THE SMALL LAKE, 30 FEET NORTHWEST OF THE
 SV0303'CENTER OF THE ROAD, 9 FEET NORTHWEST OF THE NORTHWEST END OF A CULVERT
 SV0303'AND 0.5 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 1
 SV0303'INCH.
 SV0303
 SV0303                          STATION RECOVERY (1982)
 SV0303
 SV0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SV0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0525 ***********************************************************************
 QA0525  DESIGNATION -  F 136
 QA0525  PID         -  QA0525
 QA0525  STATE/COUNTY-  ID/VALLEY
 QA0525  USGS QUAD   -  EAGLE NEST (1988)
 QA0525
 QA0525                         *CURRENT SURVEY CONTROL
 QA0525  ___________________________________________________________________
 QA0525* NAD 83(1986)-  44 31 55.     (N)    115 56 11.     (W)     SCALED    
 QA0525* NAVD 88     -      1595.166  (meters)    5233.47   (feet)  ADJUSTED  
 QA0525  ___________________________________________________________________
 QA0525  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 QA0525  DYNAMIC HT  -        1594.403 (meters)    5230.97  (feet)  COMP
 QA0525  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 QA0525
 QA0525  VERT ORDER  -  SECOND    CLASS 0
 QA0525
 QA0525.The horizontal coordinates were scaled from a topographic map and have
 QA0525.an estimated accuracy of +/- 6 seconds.
 QA0525
 QA0525.The orthometric height was determined by differential leveling
 QA0525.and adjusted by the National Geodetic Survey in June 1991..
 QA0525
 QA0525.The geoid height was determined by GEOID03.
 QA0525
 QA0525.The dynamic height is computed by dividing the NAVD 88
 QA0525.geopotential number by the normal gravity value computed on the
 QA0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0525.degrees latitude (g = 980.6199 gals.).
 QA0525
 QA0525.The modeled gravity was interpolated from observed gravity values.
 QA0525
 QA0525;                    North         East    Units  Estimated Accuracy
 QA0525;SPC ID W     -   318,310.      785,190.      MT  (+/- 180 meters Scaled)
 QA0525
 QA0525                          SUPERSEDED SURVEY CONTROL
 QA0525
 QA0525  NGVD 29 (??/??/92) 1594.055  (m)         5229.83   (f) ADJ UNCH    2 0
 QA0525
 QA0525.Superseded values are not recommended for survey control.
 QA0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0525.See file dsdata.txt to determine how the superseded data were derived.
 QA0525
 QA0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK845315(NAD 83)
 QA0525_MARKER: DB = BENCH MARK DISK
 QA0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0525_STAMPING: F-136-1935
 QA0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0525+STABILITY: SURFACE MOTION
 QA0525
 QA0525  HISTORY     - Date     Condition        Report By
 QA0525  HISTORY     - 1935     MONUMENTED       CGS
 QA0525
 QA0525                          STATION DESCRIPTION
 QA0525
 QA0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0525'7.5 MI NE FROM CASCADE.
 QA0525'7.5 MILES NORTHEAST ALONG THE KNOX ROAD FROM THE OREGON SHORT LINE
 QA0525'RAILROAD STATION AT CASCADE, VALLEY COUNTY, ABOUT 0.3 MILE SOUTHWEST
 QA0525'OF THE JUNCTION OF A ROAD LEADING TO HORSE THIEF BASIN, ABOUT 0.3 MILE
 QA0525'NORTHEAST OF A LOGGING ROAD LEADING NORTH, AT THE SOUTHWEST END OF A
 QA0525'CUT, 36.5 FEET EAST OF A BLAZED 18-INCH FIR TREE, AND 35 FEET
 QA0525'SOUTHEAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED F
 QA0525'136 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0526 ***********************************************************************
 QA0526  DESIGNATION -  F 136 RESET
 QA0526  PID         -  QA0526
 QA0526  STATE/COUNTY-  ID/VALLEY
 QA0526  USGS QUAD   -  EAGLE NEST (1988)
 QA0526
 QA0526                         *CURRENT SURVEY CONTROL
 QA0526  ___________________________________________________________________
 QA0526* NAD 83(1986)-  44 31 55.     (N)    115 56 11.     (W)     SCALED    
 QA0526* NAVD 88     -      1595.51   (meters)    5234.6    (feet)  RESET     
 QA0526  ___________________________________________________________________
 QA0526  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 QA0526
 QA0526  VERT ORDER  -  THIRD
 QA0526
 QA0526.The horizontal coordinates were scaled from a topographic map and have
 QA0526.an estimated accuracy of +/- 6 seconds.
 QA0526
 QA0526.The orthometric height was computed from unverified reset data.
 QA0526.No vertical observational check was made to the station.
 QA0526
 QA0526.The geoid height was determined by GEOID03.
 QA0526
 QA0526;                    North         East    Units  Estimated Accuracy
 QA0526;SPC ID W     -   318,310.      785,190.      MT  (+/- 180 meters Scaled)
 QA0526
 QA0526                          SUPERSEDED SURVEY CONTROL
 QA0526
 QA0526  NGVD 29 (??/??/??) 1594.40   (m)         5231.0    (f) RESET       3  
 QA0526
 QA0526.Superseded values are not recommended for survey control.
 QA0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0526.See file dsdata.txt to determine how the superseded data were derived.
 QA0526
 QA0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK845315(NAD 83)
 QA0526_MARKER: DB = BENCH MARK DISK
 QA0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0526_STAMPING: F 136 RESET 1962
 QA0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0526+STABILITY: SURFACE MOTION
 QA0526
 QA0526  HISTORY     - Date     Condition        Report By
 QA0526  HISTORY     - 1962     MONUMENTED       CGS
 QA0526
 QA0526                          STATION DESCRIPTION
 QA0526
 QA0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QA0526'5.3 MI NE FROM CASCADE.
 QA0526'THIS MARK CAN BE REACHED FROM THE VALLEY COUNTY COURTHOUSE AT CASCADE
 QA0526'BY GOING NORTHWEST ON STATE HIGHWAY 3 FOR 0.8 MILE TO A T-ROAD ON THE
 QA0526'RIGHT, TURN RIGHT GO EAST ON THIS ROAD TOWARD WARM LAKE FOR 4.5 MILES,
 QA0526'THIS IS ABOUT 0.3 MILE WEST OF THE JUNCTION WITH THE ROAD GOING SOUTH
 QA0526'TO HORSE THIEF BASIN, ABOUT 50 FEET SOUTH OF THE CENTERLINE OF THE
 QA0526'ROAD TO WARM LAKE, ON THE WEST SLOPE OF A SMALL HILL, AND 1 FOOT EAST
 QA0526'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 QA0526'PROJECTING ABOUT 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0051 ***********************************************************************
 QB0051  DESIGNATION -  F 137
 QB0051  PID         -  QB0051
 QB0051  STATE/COUNTY-  ID/ADAMS
 QB0051  USGS QUAD   -  MEADOWS (1973)
 QB0051
 QB0051                         *CURRENT SURVEY CONTROL
 QB0051  ___________________________________________________________________
 QB0051* NAD 83(1986)-  44 57 47.     (N)    116 10 20.     (W)     SCALED    
 QB0051* NAVD 88     -      1492.775  (meters)    4897.55   (feet)  ADJUSTED  
 QB0051  ___________________________________________________________________
 QB0051  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 QB0051  DYNAMIC HT  -        1492.183 (meters)    4895.60  (feet)  COMP
 QB0051  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 QB0051
 QB0051  VERT ORDER  -  SECOND    CLASS 0
 QB0051
 QB0051.The horizontal coordinates were scaled from a topographic map and have
 QB0051.an estimated accuracy of +/- 6 seconds.
 QB0051
 QB0051.The orthometric height was determined by differential leveling
 QB0051.and adjusted by the National Geodetic Survey in June 1991..
 QB0051
 QB0051.The geoid height was determined by GEOID03.
 QB0051
 QB0051.The dynamic height is computed by dividing the NAVD 88
 QB0051.geopotential number by the normal gravity value computed on the
 QB0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0051.degrees latitude (g = 980.6199 gals.).
 QB0051
 QB0051.The modeled gravity was interpolated from observed gravity values.
 QB0051
 QB0051;                    North         East    Units  Estimated Accuracy
 QB0051;SPC ID W     -   366,290.      766,690.      MT  (+/- 180 meters Scaled)
 QB0051
 QB0051                          SUPERSEDED SURVEY CONTROL
 QB0051
 QB0051  NGVD 29 (??/??/92) 1491.629  (m)         4893.79   (f) ADJ UNCH    2 0
 QB0051
 QB0051.Superseded values are not recommended for survey control.
 QB0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0051.See file dsdata.txt to determine how the superseded data were derived.
 QB0051
 QB0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK652791(NAD 83)
 QB0051_MARKER: DB = BENCH MARK DISK
 QB0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0051_SP_SET: CULVERT
 QB0051_STAMPING: F 137 1935
 QB0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0051
 QB0051  HISTORY     - Date     Condition        Report By
 QB0051  HISTORY     - 1935     MONUMENTED       CGS
 QB0051  HISTORY     - 1973     GOOD             USGS
 QB0051
 QB0051                          STATION DESCRIPTION
 QB0051
 QB0051'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QB0051'6.0 MI E FROM NEW MEADOWS.
 QB0051'ABOUT 6.0 MILES EAST ALONG STATE HIGHWAY 55 FROM THE JUNCTION WITH
 QB0051'U.S. HIGHWAY 95 AT NEW MEADOWS, ADAMS COUNTY, ABOUT 4.9 MILES
 QB0051'NORTHWEST ALONG STATE HIGHWAY 55 FROM THE BRIDGE OVER THE PAYETTE
 QB0051'RIVER IN MCCALL, VALLEY COUNTY, ABOUT 0.4 MILE NORTHWEST OF THE
 QB0051'JUNCTION OF THE BRUNDAGE MOUNTAIN ROAD, AT AN 8 BY 8 FOOT CONCRETE BOX
 QB0051'CULVERT, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL,
 QB0051'AND ABOUT 2 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED F
 QB0051'137 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0551 ***********************************************************************
 QA0551  DESIGNATION -  F 138
 QA0551  PID         -  QA0551
 QA0551  STATE/COUNTY-  ID/VALLEY
 QA0551  USGS QUAD   -  LANDMARK (1988)
 QA0551
 QA0551                         *CURRENT SURVEY CONTROL
 QA0551  ___________________________________________________________________
 QA0551* NAD 83(1986)-  44 38 46.     (N)    115 35 50.     (W)     SCALED    
 QA0551* NAVD 88     -      2121.170  (meters)    6959.21   (feet)  ADJUSTED  
 QA0551  ___________________________________________________________________
 QA0551  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 QA0551  DYNAMIC HT  -        2119.889 (meters)    6955.00  (feet)  COMP
 QA0551  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 QA0551
 QA0551  VERT ORDER  -  SECOND    CLASS 0
 QA0551
 QA0551.The horizontal coordinates were scaled from a topographic map and have
 QA0551.an estimated accuracy of +/- 6 seconds.
 QA0551
 QA0551.The orthometric height was determined by differential leveling
 QA0551.and adjusted by the National Geodetic Survey in June 1991..
 QA0551
 QA0551.The geoid height was determined by GEOID03.
 QA0551
 QA0551.The dynamic height is computed by dividing the NAVD 88
 QA0551.geopotential number by the normal gravity value computed on the
 QA0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0551.degrees latitude (g = 980.6199 gals.).
 QA0551
 QA0551.The modeled gravity was interpolated from observed gravity values.
 QA0551
 QA0551;                    North         East    Units  Estimated Accuracy
 QA0551;SPC ID W     -   330,990.      812,120.      MT  (+/- 180 meters Scaled)
 QA0551
 QA0551                          SUPERSEDED SURVEY CONTROL
 QA0551
 QA0551  NGVD 29 (??/??/92) 2119.781  (m)         6954.65   (f) ADJ UNCH    2 0
 QA0551
 QA0551.Superseded values are not recommended for survey control.
 QA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0551.See file dsdata.txt to determine how the superseded data were derived.
 QA0551
 QA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK112445(NAD 83)
 QA0551_MARKER: DB = BENCH MARK DISK
 QA0551_SETTING: 80 = SET IN A BOULDER
 QA0551_SP_SET: BOULDER
 QA0551_STAMPING: F 138 1935
 QA0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0551+STABILITY: SURFACE MOTION
 QA0551
 QA0551  HISTORY     - Date     Condition        Report By
 QA0551  HISTORY     - 1935     MONUMENTED       CGS
 QA0551  HISTORY     - 1949     GOOD             NGS
 QA0551
 QA0551                          STATION DESCRIPTION
 QA0551
 QA0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0551'3.4 MI W FROM LANDMARK.
 QA0551'3.4 MILES WEST ALONG THE KNOX ROAD FROM THE RANGER STATION AT
 QA0551'LANDMARK, VALLEY COUNTY, ABOUT 0.2 MILE WEST OF A U-CURVE, ABOUT 0.1
 QA0551'MILE WEST OF A WHITE POST MARKED 41, ABOUT 57 FEET WEST OF A PIPE
 QA0551'CULVERT, AT A ROCK CUT, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 QA0551'IN THE TOP OF THE WEST END OF A LARGE BOULDER, AND ABOUT 4 FEET HIGHER
 QA0551'THAN THE ROADWAY.  A STANDARD DISK, STAMPED F 138 1935.
 QA0551
 QA0551                          STATION RECOVERY (1949)
 QA0551
 QA0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 QA0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0076 ***********************************************************************
 QB0076  DESIGNATION -  F 139
 QB0076  PID         -  QB0076
 QB0076  STATE/COUNTY-  ID/VALLEY
 QB0076  USGS QUAD   -  DONNELLY (1985)
 QB0076
 QB0076                         *CURRENT SURVEY CONTROL
 QB0076  ___________________________________________________________________
 QB0076* NAD 83(1986)-  44 38 51.     (N)    116 04 37.     (W)     SCALED    
 QB0076* NAVD 88     -      1473.803  (meters)    4835.30   (feet)  ADJUSTED  
 QB0076  ___________________________________________________________________
 QB0076  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 QB0076  DYNAMIC HT  -        1473.150 (meters)    4833.16  (feet)  COMP
 QB0076  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 QB0076
 QB0076  VERT ORDER  -  SECOND    CLASS 0
 QB0076
 QB0076.The horizontal coordinates were scaled from a topographic map and have
 QB0076.an estimated accuracy of +/- 6 seconds.
 QB0076
 QB0076.The orthometric height was determined by differential leveling
 QB0076.and adjusted by the National Geodetic Survey in June 1991..
 QB0076
 QB0076.The geoid height was determined by GEOID03.
 QB0076
 QB0076.The dynamic height is computed by dividing the NAVD 88
 QB0076.geopotential number by the normal gravity value computed on the
 QB0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0076.degrees latitude (g = 980.6199 gals.).
 QB0076
 QB0076.The modeled gravity was interpolated from observed gravity values.
 QB0076
 QB0076;                    North         East    Units  Estimated Accuracy
 QB0076;SPC ID W     -   331,190.      774,070.      MT  (+/- 180 meters Scaled)
 QB0076
 QB0076                          SUPERSEDED SURVEY CONTROL
 QB0076
 QB0076  NGVD 29 (??/??/92) 1472.705  (m)         4831.70   (f) ADJ UNCH    2 0
 QB0076
 QB0076.Superseded values are not recommended for survey control.
 QB0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0076.See file dsdata.txt to determine how the superseded data were derived.
 QB0076
 QB0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK731442(NAD 83)
 QB0076_MARKER: DB = BENCH MARK DISK
 QB0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0076_STAMPING: F 139 1935
 QB0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0076+STABILITY: SURFACE MOTION
 QB0076
 QB0076  HISTORY     - Date     Condition        Report By
 QB0076  HISTORY     - 1935     MONUMENTED       CGS
 QB0076
 QB0076                          STATION DESCRIPTION
 QB0076
 QB0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0076'6.0 MI S FROM DONNELLY.
 QB0076'ABOUT 6.0 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 QB0076'HIGH SCHOOL AT DONNELLY, VALLEY COUNTY, ABOUT 0.3 MILE NORTH OF
 QB0076'MILEPOST 109, ABOUT 0.2 MILE NORTH OF BRIDGE 109+11, ABOUT 100 FEET
 QB0076'WEST OF POLE 109+09, ABOUT 59 FEET NORTHWEST OF THE CENTER OF A GRADE
 QB0076'CROSSING, ABOUT 53 FEET WEST OF THE CENTER LINE OF THE TRACK, 10 FEET
 QB0076'NORTH OF THE GRADE-CROSSING FENCE, AND 1.5 FEET EAST OF THE
 QB0076'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 139 1935 AND SET IN
 QB0076'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0165 ***********************************************************************
 QB0165  DESIGNATION -  F 140
 QB0165  PID         -  QB0165
 QB0165  STATE/COUNTY-  ID/VALLEY
 QB0165  USGS QUAD   -  SMITHS FERRY (1985)
 QB0165
 QB0165                         *CURRENT SURVEY CONTROL
 QB0165  ___________________________________________________________________
 QB0165* NAD 83(1986)-  44 18 22.     (N)    116 05 15.     (W)     SCALED    
 QB0165* NAVD 88     -      1383.591  (meters)    4539.33   (feet)  POSTED    
 QB0165  ___________________________________________________________________
 QB0165  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 QB0165  DYNAMIC HT  -        1382.980 (meters)    4537.33  (feet)  COMP
 QB0165  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 QB0165
 QB0165  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QB0165
 QB0165.The horizontal coordinates were scaled from a topographic map and have
 QB0165.an estimated accuracy of +/- 6 seconds.
 QB0165
 QB0165.The orthometric height was determined by differential leveling
 QB0165.and adjusted by the National Geodetic Survey in 1992..
 QB0165.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QB0165.rate of 4.1 thru 8.0 mm/km.
 QB0165
 QB0165.The geoid height was determined by GEOID03.
 QB0165
 QB0165.The dynamic height is computed by dividing the NAVD 88
 QB0165.geopotential number by the normal gravity value computed on the
 QB0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0165.degrees latitude (g = 980.6199 gals.).
 QB0165
 QB0165.The modeled gravity was interpolated from observed gravity values.
 QB0165
 QB0165;                    North         East    Units  Estimated Accuracy
 QB0165;SPC ID W     -   293,260.      773,070.      MT  (+/- 180 meters Scaled)
 QB0165
 QB0165                          SUPERSEDED SURVEY CONTROL
 QB0165
 QB0165  NGVD 29 (??/??/92) 1382.430  (m)         4535.52   (f) ADJ UNCH    2 0
 QB0165
 QB0165.Superseded values are not recommended for survey control.
 QB0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0165.See file dsdata.txt to determine how the superseded data were derived.
 QB0165
 QB0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK727062(NAD 83)
 QB0165_MARKER: DB = BENCH MARK DISK
 QB0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0165_STAMPING: F 140 1935
 QB0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0165+STABILITY: SURFACE MOTION
 QB0165
 QB0165  HISTORY     - Date     Condition        Report By
 QB0165  HISTORY     - 1935     MONUMENTED       CGS
 QB0165
 QB0165                          STATION DESCRIPTION
 QB0165
 QB0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0165'0.4 MI N FROM SMITHS FERRY.
 QB0165'0.4 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE FIRE WARDEN RESIDENCE
 QB0165'AT SMITHS FERRY, VALLEY COUNTY, ABOUT 0.2 MILE NORTH OF THE JUNCTION
 QB0165'OF A ROAD LEADING SOUTHWEST TO OLA, ABOUT 80 YARDS NORTH OF A
 QB0165'RIGHT-OF-WAY MARKER STAMPED 16+78.8, ABOUT 110 FEET SOUTHEAST OF A
 QB0165'1-1/2 FOOT PIPE CULVERT, ABOUT 51.5 FEET EAST OF THE CENTER LINE OF
 QB0165'THE HIGHWAY, AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED F
 QB0165'140 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0024 ***********************************************************************
 OH0024  DESIGNATION -  F 141
 OH0024  PID         -  OH0024
 OH0024  STATE/COUNTY-  ID/ADA
 OH0024  USGS QUAD   -  MERIDIAN (1971)
 OH0024
 OH0024                         *CURRENT SURVEY CONTROL
 OH0024  ___________________________________________________________________
 OH0024* NAD 83(1986)-  43 36 35.     (N)    116 28 25.     (W)     SCALED    
 OH0024* NAVD 88     -       770.347  (meters)    2527.38   (feet)  ADJUSTED  
 OH0024  ___________________________________________________________________
 OH0024  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 OH0024  DYNAMIC HT  -         770.083 (meters)    2526.51  (feet)  COMP
 OH0024  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 OH0024
 OH0024  VERT ORDER  -  FIRST     CLASS II
 OH0024
 OH0024.The horizontal coordinates were scaled from a topographic map and have
 OH0024.an estimated accuracy of +/- 6 seconds.
 OH0024
 OH0024.The orthometric height was determined by differential leveling
 OH0024.and adjusted by the National Geodetic Survey in June 1991..
 OH0024
 OH0024.The geoid height was determined by GEOID03.
 OH0024
 OH0024.The dynamic height is computed by dividing the NAVD 88
 OH0024.geopotential number by the normal gravity value computed on the
 OH0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0024.degrees latitude (g = 980.6199 gals.).
 OH0024
 OH0024.The modeled gravity was interpolated from observed gravity values.
 OH0024
 OH0024;                    North         East    Units  Estimated Accuracy
 OH0024;SPC ID W     -   216,090.      741,590.      MT  (+/- 180 meters Scaled)
 OH0024
 OH0024                          SUPERSEDED SURVEY CONTROL
 OH0024
 OH0024  NGVD 29 (??/??/92)  769.412  (m)         2524.31   (f) ADJ UNCH    1 2
 OH0024
 OH0024.Superseded values are not recommended for survey control.
 OH0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0024.See file dsdata.txt to determine how the superseded data were derived.
 OH0024
 OH0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ424286(NAD 83)
 OH0024_MARKER: DB = BENCH MARK DISK
 OH0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0024_STAMPING: F 141 1935
 OH0024_MARK LOGO: CGS   
 OH0024_PROJECTION: PROJECTING 5 CENTIMETERS
 OH0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0024+STABILITY: SURFACE MOTION
 OH0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0024+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2000
 OH0024
 OH0024  HISTORY     - Date     Condition        Report By
 OH0024  HISTORY     - 1935     MONUMENTED       CGS
 OH0024  HISTORY     - 1936     GOOD             NGS
 OH0024  HISTORY     - 1979     GOOD             NGS
 OH0024  HISTORY     - 1983     GOOD             NGS
 OH0024  HISTORY     - 20000622 GOOD             ORBITE
 OH0024
 OH0024                          STATION DESCRIPTION
 OH0024
 OH0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OH0024'4.7 MI W FROM MERIDIAN.
 OH0024'4.7 MILES WEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 OH0024'AT MERIDIAN, ADA COUNTY, 0.4 MILE EAST OF MILEPOST B 462, 570 FEET
 OH0024'WEST OF SEMAPHORE B 4616, 53.5 FEET SOUTH OF THE CENTERLINE OF THE
 OH0024'TRACK, 41.3 FEET SOUTH OF THE SOUTH END OF CONCRETE CULVERT B 461+60,
 OH0024'33 FEET WEST OF THE CENTER OF THE CROSSING OF A GRAVEL ROAD, AND 19.5
 OH0024'FEET EAST OF THE ADA-CANYON COUNTY LINE.  A STANDARD DISK, STAMPED F
 OH0024'141 1935 AND SET IN THE TOP OF A CONCRETE POST.
 OH0024
 OH0024                          STATION RECOVERY (1979)
 OH0024
 OH0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0024'RECOVERED IN GOOD CONDITION.
 OH0024
 OH0024                          STATION RECOVERY (1983)
 OH0024
 OH0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0024'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.7 KM
 OH0024'(5.4 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN NAMPA,
 OH0024'THENCE 0.55 KM (0.35 MI) NORTH ALONG MCDERMOTT ROAD, IN THE SOUTHWEST
 OH0024'CORNER OF A RAILROAD CROSSING, 10.5 METERS (34 FT) WEST OF THE
 OH0024'CANYON-ADA COUNTY LINE, 10.5 METERS (34 FT) WEST OF THE CENTER OF THE
 OH0024'ROAD, 17.0 METERS (56 FT) NORTH OF A FENCE, 14.5 METERS (48 FT) SOUTH
 OH0024'OF THE SOUTH RAIL, 5.7 METERS (19 FT) SOUTH-SOUTHEAST OF A COUNTY LINE
 OH0024'MARKER.
 OH0024'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 OH0024'THE MARK IS 0.5 M BELOW THE ROAD.
 OH0024
 OH0024                          STATION RECOVERY (2000)
 OH0024
 OH0024'RECOVERY NOTE BY ORBITECH INC 2000 (SHG)
 OH0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0063 ***********************************************************************
 OH0063  DESIGNATION -  F 142 RESET
 OH0063  PID         -  OH0063
 OH0063  STATE/COUNTY-  ID/ADA
 OH0063  USGS QUAD   -  LUCKY PEAK (1972)
 OH0063
 OH0063                         *CURRENT SURVEY CONTROL
 OH0063  ___________________________________________________________________
 OH0063* NAD 83(1986)-  43 31 56.     (N)    116 03 24.     (W)     SCALED    
 OH0063* NAVD 88     -       880.49   (meters)    2888.7    (feet)  RESET     
 OH0063  ___________________________________________________________________
 OH0063  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 OH0063
 OH0063  VERT ORDER  -  THIRD
 OH0063
 OH0063.The horizontal coordinates were scaled from a topographic map and have
 OH0063.an estimated accuracy of +/- 6 seconds.
 OH0063
 OH0063.The orthometric height was computed from unverified reset data.
 OH0063
 OH0063.The geoid height was determined by GEOID03.
 OH0063
 OH0063;                    North         East    Units  Estimated Accuracy
 OH0063;SPC ID W     -   207,270.      775,210.      MT  (+/- 180 meters Scaled)
 OH0063
 OH0063                          SUPERSEDED SURVEY CONTROL
 OH0063
 OH0063.No superseded survey control is available for this station.
 OH0063
 OH0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ762203(NAD 83)
 OH0063_MARKER: DB = BENCH MARK DISK
 OH0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0063_STAMPING: F 142 1935 RESET 1950
 OH0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0063+STABILITY: SURFACE MOTION
 OH0063
 OH0063  HISTORY     - Date     Condition        Report By
 OH0063  HISTORY     - 1950     MONUMENTED       DOD
 OH0063  HISTORY     - 1972     GOOD             USGS
 OH0063
 OH0063                          STATION DESCRIPTION
 OH0063
 OH0063'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 OH0063'10.3 MI SE FROM BOISE.
 OH0063'10.3 MILES SOUTHEAST ALONG STATE HIGHWAY 21 FROM BOISE, ADA COUNTY, TO
 OH0063'A ROAD INTERSECTION AT THE LUCKY PEAK STATE PARK.  TURN RIGHT AND
 OH0063'FOLLOW OILED ROAD FOR 0.6 MILES.  BENCH MARK IS SET ON TOP OF BANK, 48
 OH0063'FEET ABOVE, 100 FEET NORTHWEST OF ROAD AND 8 FEET NORTHWEST OF POWER
 OH0063'POLE 180.  A STANDARD DISC SET IN TOP OF A CONCRETE POST PROJECTING
 OH0063'0.3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0281 ***********************************************************************
 RZ0281  DESIGNATION -  F 143
 RZ0281  PID         -  RZ0281
 RZ0281  STATE/COUNTY-  ID/NEZ PERCE
 RZ0281  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0281
 RZ0281                         *CURRENT SURVEY CONTROL
 RZ0281  ___________________________________________________________________
 RZ0281* NAD 83(1986)-  46 03 03.     (N)    116 56 30.     (W)     SCALED    
 RZ0281* NAVD 88     -       258.413  (meters)     847.81   (feet)  ADJUSTED  
 RZ0281  ___________________________________________________________________
 RZ0281  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 RZ0281  DYNAMIC HT  -         258.367 (meters)     847.66  (feet)  COMP
 RZ0281  MODELED GRAV-     980,431.9   (mgal)                       NAVD 88
 RZ0281
 RZ0281  VERT ORDER  -  FIRST     CLASS II
 RZ0281
 RZ0281.The horizontal coordinates were scaled from a topographic map and have
 RZ0281.an estimated accuracy of +/- 6 seconds.
 RZ0281
 RZ0281.The orthometric height was determined by differential leveling
 RZ0281.and adjusted by the National Geodetic Survey in June 1991..
 RZ0281
 RZ0281.The geoid height was determined by GEOID03.
 RZ0281
 RZ0281.The dynamic height is computed by dividing the NAVD 88
 RZ0281.geopotential number by the normal gravity value computed on the
 RZ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0281.degrees latitude (g = 980.6199 gals.).
 RZ0281
 RZ0281.The modeled gravity was interpolated from observed gravity values.
 RZ0281
 RZ0281;                    North         East    Units  Estimated Accuracy
 RZ0281;SPC ID W     -   487,780.      707,780.      MT  (+/- 180 meters Scaled)
 RZ0281
 RZ0281                          SUPERSEDED SURVEY CONTROL
 RZ0281
 RZ0281  NGVD 29 (??/??/92)  257.336  (m)          844.28   (f) ADJ UNCH    1 2
 RZ0281
 RZ0281.Superseded values are not recommended for survey control.
 RZ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0281.See file dsdata.txt to determine how the superseded data were derived.
 RZ0281
 RZ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL045996(NAD 83)
 RZ0281_MARKER: DD = SURVEY DISK
 RZ0281_SETTING: 80 = SET IN A BOULDER
 RZ0281_STAMPING: F 143 1941 844.7
 RZ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0281+STABILITY: SURFACE MOTION
 RZ0281
 RZ0281  HISTORY     - Date     Condition        Report By
 RZ0281  HISTORY     - 1941     MONUMENTED       DOD
 RZ0281  HISTORY     - 1946     GOOD             NGS
 RZ0281
 RZ0281                          STATION DESCRIPTION
 RZ0281
 RZ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0281'3.6 MI S FROM ROGERSBURG.
 RZ0281'ALONG THE EAST BANK OF THE SNAKE RIVER, 3.6 MILES SOUTH OF AND ACROSS
 RZ0281'THE SNAKE RIVER FROM THE JUNCTION OF THE GRANDE RONDE AND SNAKE RIVERS
 RZ0281'AT ROGERSBURG, 150.0 FEET NORTH OF THE MOUTH OF THE MIDDLE CREEK
 RZ0281'CANYON, 60.0 FEET EAST OF THE WATERS EDGE IN THE RIVER, 20.0 FEET
 RZ0281'NORTHWEST OF A LARGE BOULDER, U.S. ARMY ENGINEERS BRONZE DISK SET IN A
 RZ0281'BOULDER, LARGE B M PAINTED ON BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0670 ***********************************************************************
 OH0670  DESIGNATION -  F 143
 OH0670  PID         -  OH0670
 OH0670  STATE/COUNTY-  ID/CANYON
 OH0670  USGS QUAD   -  MIDDLETON (1971)
 OH0670
 OH0670                         *CURRENT SURVEY CONTROL
 OH0670  ___________________________________________________________________
 OH0670* NAD 83(1986)-  43 40 37.     (N)    116 36 16.     (W)     SCALED    
 OH0670* NAVD 88     -       735.734  (meters)    2413.82   (feet)  ADJUSTED  
 OH0670  ___________________________________________________________________
 OH0670  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 OH0670  DYNAMIC HT  -         735.491 (meters)    2413.02  (feet)  COMP
 OH0670  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 OH0670
 OH0670  VERT ORDER  -  SECOND    CLASS 0
 OH0670
 OH0670.The horizontal coordinates were scaled from a topographic map and have
 OH0670.an estimated accuracy of +/- 6 seconds.
 OH0670
 OH0670.The orthometric height was determined by differential leveling
 OH0670.and adjusted by the National Geodetic Survey in June 1991..
 OH0670
 OH0670.The geoid height was determined by GEOID03.
 OH0670
 OH0670.The dynamic height is computed by dividing the NAVD 88
 OH0670.geopotential number by the normal gravity value computed on the
 OH0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0670.degrees latitude (g = 980.6199 gals.).
 OH0670
 OH0670.The modeled gravity was interpolated from observed gravity values.
 OH0670
 OH0670;                    North         East    Units  Estimated Accuracy
 OH0670;SPC ID W     -   223,650.      731,100.      MT  (+/- 180 meters Scaled)
 OH0670
 OH0670                          SUPERSEDED SURVEY CONTROL
 OH0670
 OH0670  NGVD 29 (??/??/92)  734.802  (m)         2410.76   (f) ADJ UNCH    2 0
 OH0670
 OH0670.Superseded values are not recommended for survey control.
 OH0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0670.See file dsdata.txt to determine how the superseded data were derived.
 OH0670
 OH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ318360(NAD 83)
 OH0670_MARKER: DB = BENCH MARK DISK
 OH0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0670_STAMPING: F 143 1935
 OH0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0670+STABILITY: SURFACE MOTION
 OH0670
 OH0670  HISTORY     - Date     Condition        Report By
 OH0670  HISTORY     - 1935     MONUMENTED       CGS
 OH0670  HISTORY     - 1970     GOOD             NGS
 OH0670  HISTORY     - 1983     GOOD             NGS
 OH0670
 OH0670                          STATION DESCRIPTION
 OH0670
 OH0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0670'2.1 MI S FROM MIDDLETON.
 OH0670'ON THE RAILROAD RIGHT-OF-WAY, 22 RAILS NORTH OF MILE POST 7, 44 FEET
 OH0670'EAST OF THE NEAREST RAIL, 42 FEET NORTH OF THE CENTER OF AN EAST-WEST
 OH0670'GRAVELED ROAD, 20 FEET NORTHWEST OF THE CORNER POST IN THE
 OH0670'RIGHT-OF-WAY FENCE LINE, 5 FEET NORTH OF A TELEPHONE POLE, 4 FEET WEST
 OH0670'OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT SOUTH OF A METAL WITNESS
 OH0670'POST SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 OH0670
 OH0670                          STATION RECOVERY (1983)
 OH0670
 OH0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0666 ***********************************************************************
 OZ0666  DESIGNATION -  F 144
 OZ0666  PID         -  OZ0666
 OZ0666  STATE/COUNTY-  ID/BOISE
 OZ0666  USGS QUAD   -  DUNNIGAN CREEK (1969)
 OZ0666
 OZ0666                         *CURRENT SURVEY CONTROL
 OZ0666  ___________________________________________________________________
 OZ0666* NAD 83(1986)-  43 42 39.     (N)    115 56 58.     (W)     SCALED    
 OZ0666* NAVD 88     -      1061.322  (meters)    3482.02   (feet)  ADJUSTED  
 OZ0666  ___________________________________________________________________
 OZ0666  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 OZ0666  DYNAMIC HT  -        1060.865 (meters)    3480.52  (feet)  COMP
 OZ0666  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 OZ0666
 OZ0666  VERT ORDER  -  SECOND    CLASS 0
 OZ0666
 OZ0666.The horizontal coordinates were scaled from a topographic map and have
 OZ0666.an estimated accuracy of +/- 6 seconds.
 OZ0666
 OZ0666.The orthometric height was determined by differential leveling
 OZ0666.and adjusted by the National Geodetic Survey in June 1991..
 OZ0666
 OZ0666.The geoid height was determined by GEOID03.
 OZ0666
 OZ0666.The dynamic height is computed by dividing the NAVD 88
 OZ0666.geopotential number by the normal gravity value computed on the
 OZ0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0666.degrees latitude (g = 980.6199 gals.).
 OZ0666
 OZ0666.The modeled gravity was interpolated from observed gravity values.
 OZ0666
 OZ0666;                    North         East    Units  Estimated Accuracy
 OZ0666;SPC ID W     -   227,080.      783,930.      MT  (+/- 180 meters Scaled)
 OZ0666
 OZ0666                          SUPERSEDED SURVEY CONTROL
 OZ0666
 OZ0666  NGVD 29 (??/??/92) 1060.302  (m)         3478.67   (f) ADJ UNCH    2 0
 OZ0666
 OZ0666.Superseded values are not recommended for survey control.
 OZ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0666.See file dsdata.txt to determine how the superseded data were derived.
 OZ0666
 OZ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ846402(NAD 83)
 OZ0666_MARKER: DB = BENCH MARK DISK
 OZ0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0666_STAMPING: F 144 1935
 OZ0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0666+STABILITY: SURFACE MOTION
 OZ0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0666+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2002
 OZ0666
 OZ0666  HISTORY     - Date     Condition        Report By
 OZ0666  HISTORY     - 1935     MONUMENTED       CGS
 OZ0666  HISTORY     - 1969     MARK NOT FOUND   USGS
 OZ0666  HISTORY     - 20020613 GOOD             IDTD
 OZ0666
 OZ0666                          STATION DESCRIPTION
 OZ0666
 OZ0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0666'13.1 MI SW FROM IDAHO CITY.
 OZ0666'13.1 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0666'AT IDAHO CITY, BOISE COUNTY, 200 FEET NORTHWEST OF THE T.C. MAYNE
 OZ0666'HOUSE, AT THE TOP OF A HILL, 19.5 FEET NORTHWEST OF THE CENTERLINE OF
 OZ0666'THE HIGHWAY, 16.4 FEET NORTH OF THE NORTHWEST END OF AN IRRIGATION
 OZ0666'CULVERT, AND 2.3 FEET SOUTHEAST OF THE FENCE.  A STANDARD DISK,
 OZ0666'STAMPED F 144 1935 AND SET IN THE TOP OF A CONCRETE POST.
 OZ0666
 OZ0666                          STATION RECOVERY (1969)
 OZ0666
 OZ0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OZ0666'MARK NOT FOUND.
 OZ0666
 OZ0666                          STATION RECOVERY (2002)
 OZ0666
 OZ0666'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JLG)
 OZ0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0695 ***********************************************************************
 OZ0695  DESIGNATION -  F 145
 OZ0695  PID         -  OZ0695
 OZ0695  STATE/COUNTY-  ID/BOISE
 OZ0695  USGS QUAD   -  SUNSET MTN (1972)
 OZ0695
 OZ0695                         *CURRENT SURVEY CONTROL
 OZ0695  ___________________________________________________________________
 OZ0695* NAD 83(1986)-  43 55 24.     (N)    115 40 58.     (W)     SCALED    
 OZ0695* NAVD 88     -      1747.704  (meters)    5733.93   (feet)  ADJUSTED  
 OZ0695  ___________________________________________________________________
 OZ0695  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 OZ0695  DYNAMIC HT  -        1746.719 (meters)    5730.69  (feet)  COMP
 OZ0695  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 OZ0695
 OZ0695  VERT ORDER  -  SECOND    CLASS 0
 OZ0695
 OZ0695.The horizontal coordinates were scaled from a topographic map and have
 OZ0695.an estimated accuracy of +/- 6 seconds.
 OZ0695
 OZ0695.The orthometric height was determined by differential leveling
 OZ0695.and adjusted by the National Geodetic Survey in June 1991..
 OZ0695
 OZ0695.The geoid height was determined by GEOID03.
 OZ0695
 OZ0695.The dynamic height is computed by dividing the NAVD 88
 OZ0695.geopotential number by the normal gravity value computed on the
 OZ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0695.degrees latitude (g = 980.6199 gals.).
 OZ0695
 OZ0695.The modeled gravity was interpolated from observed gravity values.
 OZ0695
 OZ0695;                    North         East    Units  Estimated Accuracy
 OZ0695;SPC ID W     -   250,680.      805,400.      MT  (+/- 180 meters Scaled)
 OZ0695
 OZ0695                          SUPERSEDED SURVEY CONTROL
 OZ0695
 OZ0695  NGVD 29 (??/??/92) 1746.495  (m)         5729.96   (f) ADJ UNCH    2 0
 OZ0695
 OZ0695.Superseded values are not recommended for survey control.
 OZ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0695.See file dsdata.txt to determine how the superseded data were derived.
 OZ0695
 OZ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ057642(NAD 83)
 OZ0695_MARKER: DB = BENCH MARK DISK
 OZ0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0695_SP_SET: CULVERT
 OZ0695_STAMPING: F 145 1935
 OZ0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0695
 OZ0695  HISTORY     - Date     Condition        Report By
 OZ0695  HISTORY     - 1935     MONUMENTED       CGS
 OZ0695  HISTORY     - 1955     GOOD             NGS
 OZ0695
 OZ0695                          STATION DESCRIPTION
 OZ0695
 OZ0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0695'12.2 MI NE FROM IDAHO CITY.
 OZ0695'12.2 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0695'AT IDAHO CITY, BOISE COUNTY, 1.3 MILES SOUTH OF MOORES CREEK SUMMIT,
 OZ0695'OPPOSITE A CURVE, 87 FEET SOUTH OF A SPRING PIPE, 16 FEET WEST OF THE
 OZ0695'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE SOUTH END OF THE WEST
 OZ0695'HEADWALL OF A CONCRETE CULVERT.  A STANDARD DISK, STAMPED F 145 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0136 ***********************************************************************
 QB0136  DESIGNATION -  F 146
 QB0136  PID         -  QB0136
 QB0136  STATE/COUNTY-  ID/GEM
 QB0136  USGS QUAD   -  OLA (1970)
 QB0136
 QB0136                         *CURRENT SURVEY CONTROL
 QB0136  ___________________________________________________________________
 QB0136* NAD 83(1986)-  44 13 08.     (N)    116 18 09.     (W)     SCALED    
 QB0136* NAVD 88     -       982.760  (meters)    3224.27   (feet)  ADJUSTED  
 QB0136  ___________________________________________________________________
 QB0136  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 QB0136  DYNAMIC HT  -         982.391 (meters)    3223.06  (feet)  COMP
 QB0136  MODELED GRAV-     980,210.3   (mgal)                       NAVD 88
 QB0136
 QB0136  VERT ORDER  -  SECOND    CLASS 0
 QB0136
 QB0136.The horizontal coordinates were scaled from a topographic map and have
 QB0136.an estimated accuracy of +/- 6 seconds.
 QB0136
 QB0136.The orthometric height was determined by differential leveling
 QB0136.and adjusted by the National Geodetic Survey in June 1991..
 QB0136
 QB0136.The geoid height was determined by GEOID03.
 QB0136
 QB0136.The dynamic height is computed by dividing the NAVD 88
 QB0136.geopotential number by the normal gravity value computed on the
 QB0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0136.degrees latitude (g = 980.6199 gals.).
 QB0136
 QB0136.The modeled gravity was interpolated from observed gravity values.
 QB0136
 QB0136;                    North         East    Units  Estimated Accuracy
 QB0136;SPC ID W     -   283,660.      755,850.      MT  (+/- 180 meters Scaled)
 QB0136
 QB0136                          SUPERSEDED SURVEY CONTROL
 QB0136
 QB0136  NGVD 29 (??/??/92)  981.680  (m)         3220.73   (f) ADJ UNCH    2 0
 QB0136
 QB0136.Superseded values are not recommended for survey control.
 QB0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0136.See file dsdata.txt to determine how the superseded data were derived.
 QB0136
 QB0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ557964(NAD 83)
 QB0136_MARKER: DB = BENCH MARK DISK
 QB0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0136_STAMPING: F 146 1935
 QB0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0136+STABILITY: SURFACE MOTION
 QB0136
 QB0136  HISTORY     - Date     Condition        Report By
 QB0136  HISTORY     - 1935     MONUMENTED       CGS
 QB0136  HISTORY     - 1970     GOOD             USGS
 QB0136  HISTORY     - 19990526 MARK NOT FOUND   IDTD
 QB0136
 QB0136                          STATION DESCRIPTION
 QB0136
 QB0136'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QB0136'3.4 MI N FROM OLA.
 QB0136'3.4 MILES NORTH ALONG THE CRANE CREEK ROAD FROM THE JUNCTION OF THE
 QB0136'SMITHS FERRY ROAD AT OLA, 0.3 MILE NORTH OF A CURVE, AT THE EAST SLOPE
 QB0136'OF A HILL, 42 YARDS SOUTH OF A STEEL CULVERT UNDER THE ROAD JUST WEST
 QB0136'OF A SMALL CORREL, 25 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1
 QB0136'FOOT EAST OF THE PROPERTY LINE FENCE.  SET IN THE TOP OF A CONCRETE
 QB0136'POST.
 QB0136
 QB0136                          STATION RECOVERY (1999)
 QB0136
 QB0136'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 QB0136'AFTER A PROLONGED SEARCH THIS MARK COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0224 ***********************************************************************
 QB0224  DESIGNATION -  F 147
 QB0224  PID         -  QB0224
 QB0224  STATE/COUNTY-  ID/WASHINGTON
 QB0224  USGS QUAD   -  NUTMEG FLAT (1986)
 QB0224
 QB0224                         *CURRENT SURVEY CONTROL
 QB0224  ___________________________________________________________________
 QB0224* NAD 83(1986)-  44 15 04.     (N)    116 43 04.     (W)     SCALED    
 QB0224* NAVD 88     -       956.648  (meters)    3138.60   (feet)  ADJUSTED  
 QB0224  ___________________________________________________________________
 QB0224  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 QB0224  DYNAMIC HT  -         956.327 (meters)    3137.55  (feet)  COMP
 QB0224  MODELED GRAV-     980,249.9   (mgal)                       NAVD 88
 QB0224
 QB0224  VERT ORDER  -  SECOND    CLASS 0
 QB0224
 QB0224.The horizontal coordinates were scaled from a topographic map and have
 QB0224.an estimated accuracy of +/- 6 seconds.
 QB0224
 QB0224.The orthometric height was determined by differential leveling
 QB0224.and adjusted by the National Geodetic Survey in June 1991..
 QB0224
 QB0224.The geoid height was determined by GEOID03.
 QB0224
 QB0224.The dynamic height is computed by dividing the NAVD 88
 QB0224.geopotential number by the normal gravity value computed on the
 QB0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0224.degrees latitude (g = 980.6199 gals.).
 QB0224
 QB0224.The modeled gravity was interpolated from observed gravity values.
 QB0224
 QB0224;                    North         East    Units  Estimated Accuracy
 QB0224;SPC ID W     -   287,550.      722,710.      MT  (+/- 180 meters Scaled)
 QB0224
 QB0224                          SUPERSEDED SURVEY CONTROL
 QB0224
 QB0224  NGVD 29 (??/??/92)  955.616  (m)         3135.22   (f) ADJ UNCH    2 0
 QB0224
 QB0224.Superseded values are not recommended for survey control.
 QB0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0224.See file dsdata.txt to determine how the superseded data were derived.
 QB0224
 QB0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ225998(NAD 83)
 QB0224_MARKER: DB = BENCH MARK DISK
 QB0224_SETTING: 80 = SET IN A BOULDER
 QB0224_SP_SET: BOULDER
 QB0224_STAMPING: F 147 1935
 QB0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0224+STABILITY: SURFACE MOTION
 QB0224
 QB0224  HISTORY     - Date     Condition        Report By
 QB0224  HISTORY     - 1935     MONUMENTED       CGS
 QB0224  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0224
 QB0224                          STATION DESCRIPTION
 QB0224
 QB0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0224'15.4 MI E FROM WEISER.
 QB0224'ABOUT 15.4 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0224'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 1.1 MILES WEST OF BEAR
 QB0224'CREEK SUMMIT, ABOUT 80 YARDS WEST OF THE SADDLE OF AN EAST-AND-WEST
 QB0224'RIDGE, AT THE NORTH SLOPE OF THE RIDGE, ABOUT 120 FEET WEST OF THE
 QB0224'MIDDLE OF A CURVE, 43 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN
 QB0224'THE TOP OF A LARGE BOULDER PROJECTING ABOUT 1 FOOT ABOVE GROUND, AND
 QB0224'ABOUT 5 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED F 147
 QB0224'1935.
 QB0224
 QB0224                          STATION RECOVERY (1983)
 QB0224
 QB0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0517 ***********************************************************************
 OH0517  DESIGNATION -  F 148
 OH0517  PID         -  OH0517
 OH0517  STATE/COUNTY-  ID/PAYETTE
 OH0517  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH0517
 OH0517                         *CURRENT SURVEY CONTROL
 OH0517  ___________________________________________________________________
 OH0517* NAD 83(1986)-  43 59 21.     (N)    116 52 26.     (W)     SCALED    
 OH0517* NAVD 88     -       682.578  (meters)    2239.42   (feet)  ADJUSTED  
 OH0517  ___________________________________________________________________
 OH0517  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 OH0517  DYNAMIC HT  -         682.370 (meters)    2238.74  (feet)  COMP
 OH0517  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 OH0517
 OH0517  VERT ORDER  -  SECOND    CLASS 0
 OH0517
 OH0517.The horizontal coordinates were scaled from a topographic map and have
 OH0517.an estimated accuracy of +/- 6 seconds.
 OH0517
 OH0517.The orthometric height was determined by differential leveling
 OH0517.and adjusted by the National Geodetic Survey in June 1991..
 OH0517
 OH0517.The geoid height was determined by GEOID03.
 OH0517
 OH0517.The dynamic height is computed by dividing the NAVD 88
 OH0517.geopotential number by the normal gravity value computed on the
 OH0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0517.degrees latitude (g = 980.6199 gals.).
 OH0517
 OH0517.The modeled gravity was interpolated from observed gravity values.
 OH0517
 OH0517;                    North         East    Units  Estimated Accuracy
 OH0517;SPC ID W     -   258,600.      709,850.      MT  (+/- 180 meters Scaled)
 OH0517
 OH0517                          SUPERSEDED SURVEY CONTROL
 OH0517
 OH0517  NGVD 29 (??/??/92)  681.633  (m)         2236.32   (f) ADJ UNCH    2 0
 OH0517
 OH0517.Superseded values are not recommended for survey control.
 OH0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0517.See file dsdata.txt to determine how the superseded data were derived.
 OH0517
 OH0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ101706(NAD 83)
 OH0517_MARKER: DB = BENCH MARK DISK
 OH0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0517_STAMPING: F 148 1935
 OH0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0517+STABILITY: SURFACE MOTION
 OH0517
 OH0517  HISTORY     - Date     Condition        Report By
 OH0517  HISTORY     - 1935     MONUMENTED       CGS
 OH0517
 OH0517                          STATION DESCRIPTION
 OH0517
 OH0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0517'2.8 MI SE FROM FRUITLAND.
 OH0517'2.8 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH0517'STATION AT FRUITLAND, PAYETTE COUNTY, 1.0 MILE EAST OF THE SIDING AT
 OH0517'BUCKINGHAM, AT ROAD CROSSING 7.903, 26 FEET SOUTHWEST OF THE SOUTH END
 OH0517'OF CULVERT 7.89, 32 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3.5
 OH0517'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 148
 OH0517'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0201 ***********************************************************************
 OH0201  DESIGNATION -  F 149 RESET
 OH0201  PID         -  OH0201
 OH0201  STATE/COUNTY-  ID/BOISE
 OH0201  USGS QUAD   -  HORSESHOE BEND (1976)
 OH0201
 OH0201                         *CURRENT SURVEY CONTROL
 OH0201  ___________________________________________________________________
 OH0201* NAD 83(1986)-  43 56 53.     (N)    116 11 37.     (W)     SCALED    
 OH0201* NAVD 88     -       807.54   (meters)    2649.4    (feet)  RESET     
 OH0201  ___________________________________________________________________
 OH0201  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 OH0201
 OH0201  VERT ORDER  -  THIRD
 OH0201
 OH0201.The horizontal coordinates were scaled from a topographic map and have
 OH0201.an estimated accuracy of +/- 6 seconds.
 OH0201
 OH0201.The orthometric height was computed from unverified reset data.
 OH0201.No vertical observational check was made to the station.
 OH0201
 OH0201.The geoid height was determined by GEOID03.
 OH0201
 OH0201;                    North         East    Units  Estimated Accuracy
 OH0201;SPC ID W     -   253,520.      764,390.      MT  (+/- 180 meters Scaled)
 OH0201
 OH0201                          SUPERSEDED SURVEY CONTROL
 OH0201
 OH0201  NGVD 29 (??/??/??)  806.60   (m)         2646.3    (f) RESET       3  
 OH0201
 OH0201.Superseded values are not recommended for survey control.
 OH0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0201.See file dsdata.txt to determine how the superseded data were derived.
 OH0201
 OH0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ647664(NAD 83)
 OH0201_MARKER: DB = BENCH MARK DISK
 OH0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0201_SP_SET: CULVERT BOX
 OH0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH0201+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 OH0201
 OH0201  HISTORY     - Date     Condition        Report By
 OH0201  HISTORY     - 1937     MONUMENTED       BPR
 OH0201  HISTORY     - 1937     GOOD             NGS
 OH0201  HISTORY     - 20010201 GOOD             IDTD
 OH0201
 OH0201                          STATION DESCRIPTION
 OH0201
 OH0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OH0201'2.2 MI S FROM GARDENA.
 OH0201'SET IN DOWNSTREAM CURB OF NEW 10 X 10 FT. CONCRETE BOX CULVERT AT
 OH0201'PORTER CREEK, AND 50 FEET DOWN STREAM FROM THE LOCATION OF THE OLD
 OH0201'BENCH MARK F 149 (1935).
 OH0201
 OH0201                          STATION RECOVERY (2001)
 OH0201
 OH0201'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (BEK)
 OH0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0057 ***********************************************************************
 OZ0057  DESIGNATION -  F 15
 OZ0057  PID         -  OZ0057
 OZ0057  STATE/COUNTY-  ID/CUSTER
 OZ0057  USGS QUAD   -  HARRY CANYON (1967)
 OZ0057
 OZ0057                         *CURRENT SURVEY CONTROL
 OZ0057  ___________________________________________________________________
 OZ0057* NAD 83(1986)-  43 59 36.     (N)    114 02 16.     (W)     SCALED    
 OZ0057* NAVD 88     -      2039.031  (meters)    6689.72   (feet)  ADJUSTED  
 OZ0057  ___________________________________________________________________
 OZ0057  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 OZ0057  DYNAMIC HT  -        2037.717 (meters)    6685.41  (feet)  COMP
 OZ0057  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 OZ0057
 OZ0057  VERT ORDER  -  FIRST     CLASS II
 OZ0057
 OZ0057.The horizontal coordinates were scaled from a topographic map and have
 OZ0057.an estimated accuracy of +/- 6 seconds.
 OZ0057
 OZ0057.The orthometric height was determined by differential leveling
 OZ0057.and adjusted by the National Geodetic Survey in June 1991..
 OZ0057.WARNING-Repeat measurements at this control monument indicate possible
 OZ0057.vertical movement.
 OZ0057
 OZ0057.The geoid height was determined by GEOID03.
 OZ0057
 OZ0057.The dynamic height is computed by dividing the NAVD 88
 OZ0057.geopotential number by the normal gravity value computed on the
 OZ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0057.degrees latitude (g = 980.6199 gals.).
 OZ0057
 OZ0057.The modeled gravity was interpolated from observed gravity values.
 OZ0057
 OZ0057;                    North         East    Units  Estimated Accuracy
 OZ0057;SPC ID C     -   258,460.      496,970.      MT  (+/- 180 meters Scaled)
 OZ0057
 OZ0057                          SUPERSEDED SURVEY CONTROL
 OZ0057
 OZ0057  NGVD 29 (??/??/92) 2037.715  (m)         6685.40   (f) ADJ UNCH    1 2
 OZ0057
 OZ0057.Superseded values are not recommended for survey control.
 OZ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0057.See file dsdata.txt to determine how the superseded data were derived.
 OZ0057
 OZ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ375753(NAD 83)
 OZ0057_MARKER: DB = BENCH MARK DISK
 OZ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0057_STAMPING: 6685.492 F 15 1933
 OZ0057_MARK LOGO: CGS   
 OZ0057_PROJECTION: PROJECTING 20 CENTIMETERS
 OZ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0057+STABILITY: SURFACE MOTION
 OZ0057
 OZ0057  HISTORY     - Date     Condition        Report By
 OZ0057  HISTORY     - 1933     MONUMENTED       CGS
 OZ0057  HISTORY     - 1955     GOOD             NGS
 OZ0057  HISTORY     - 1967     MARK NOT FOUND   USGS
 OZ0057  HISTORY     - 1983     GOOD             NGS
 OZ0057  HISTORY     - 1984     GOOD             NGS
 OZ0057  HISTORY     - 1985     GOOD             NGS
 OZ0057
 OZ0057                          STATION DESCRIPTION
 OZ0057
 OZ0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0057'9.6 MI SW FROM CHILLY.
 OZ0057'ABOUT 9.6 MILES SOUTHWEST ALONG THE TRAIL CREEK SUMMIT ROAD FROM THE
 OZ0057'CROSSROAD 0.6 MILE NORTH OF CHILLY POST OFFICE, 0.1 MILE SOUTH OF THE
 OZ0057'TRAIL CREEK SUMMIT ROAD, 0.6 MILE SOUTHWEST OF THE JUNCTION WITH THE
 OZ0057'ROAD FROM HOWELL BRIDGE, ON AN OLD TRACK ROAD, THE NORTHERLY OF TWO,
 OZ0057'ROUGHLY PARALLELING THE NEW ROAD, NEAR THE EAST BASE OF A BENCH OR
 OZ0057'RISE OF GROUND, 40 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD.
 OZ0057'A STANDARD DISK IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 OZ0057
 OZ0057                          STATION RECOVERY (1967)
 OZ0057
 OZ0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OZ0057'MARK NOT FOUND.
 OZ0057
 OZ0057                          STATION RECOVERY (1983)
 OZ0057
 OZ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0057'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 OZ0057'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 OZ0057'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST
 OZ0057'ALONG OLD STATE HIGHWAY 27, THENCE 15.45 KM (9.65 MI) SOUTHWEST
 OZ0057'ALONG BARTLETT POINT ROAD, THENCE 0.85 KM (0.55 MI) SOUTHWEST
 OZ0057'ALONG TRAIL CREEK ROAD (OLD STATE HIGHWAY 75), 0.32 KM (0.2 MI)
 OZ0057'NORTHEAST OF THE Y JUNCTION OF A PRIVATE ROAD LEADING SOUTH TO A
 OZ0057'RANCH HOUSE, 90.8 METERS (298 FT) SOUTHEAST OF THE CENTER OF THE
 OZ0057'ROAD, 76.0 METERS (249.5 FT) SOUTHWEST OF THE FOURTH POWER POLE
 OZ0057'SOUTHWEST OF THE POLE FOR A RIGHT ANGLE IN THE POWER LINES,
 OZ0057'16.1 METERS (53 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD.
 OZ0057'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 OZ0057'THE MARK IS 1.0 M BELOW THE ROAD.
 OZ0057
 OZ0057                          STATION RECOVERY (1984)
 OZ0057
 OZ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OZ0057'RECOVERED IN GOOD CONDITION.
 OZ0057
 OZ0057                          STATION RECOVERY (1985)
 OZ0057
 OZ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0242 ***********************************************************************
 RA0242  DESIGNATION -  F 150
 RA0242  PID         -  RA0242
 RA0242  STATE/COUNTY-  ID/IDAHO
 RA0242  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA0242
 RA0242                         *CURRENT SURVEY CONTROL
 RA0242  ___________________________________________________________________
 RA0242* NAD 83(1986)-  45 23 58.     (N)    116 12 55.     (W)     SCALED    
 RA0242* NAVD 88     -       548.307  (meters)    1798.90   (feet)  ADJUSTED  
 RA0242  ___________________________________________________________________
 RA0242  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 RA0242  DYNAMIC HT  -         548.169 (meters)    1798.45  (feet)  COMP
 RA0242  MODELED GRAV-     980,350.2   (mgal)                       NAVD 88
 RA0242
 RA0242  VERT ORDER  -  SECOND    CLASS 0
 RA0242
 RA0242.The horizontal coordinates were scaled from a topographic map and have
 RA0242.an estimated accuracy of +/- 6 seconds.
 RA0242
 RA0242.The orthometric height was determined by differential leveling
 RA0242.and adjusted by the National Geodetic Survey in June 1991..
 RA0242
 RA0242.The geoid height was determined by GEOID03.
 RA0242
 RA0242.The dynamic height is computed by dividing the NAVD 88
 RA0242.geopotential number by the normal gravity value computed on the
 RA0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0242.degrees latitude (g = 980.6199 gals.).
 RA0242
 RA0242.The modeled gravity was interpolated from observed gravity values.
 RA0242
 RA0242;                    North         East    Units  Estimated Accuracy
 RA0242;SPC ID W     -   414,800.      763,570.      MT  (+/- 180 meters Scaled)
 RA0242
 RA0242                          SUPERSEDED SURVEY CONTROL
 RA0242
 RA0242  NGVD 29 (??/??/92)  547.233  (m)         1795.38   (f) ADJ UNCH    2 0
 RA0242
 RA0242.Superseded values are not recommended for survey control.
 RA0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0242.See file dsdata.txt to determine how the superseded data were derived.
 RA0242
 RA0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL614276(NAD 83)
 RA0242_MARKER: DD = SURVEY DISK
 RA0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0242_SP_SET: CULVERT
 RA0242_STAMPING: F 150 1941
 RA0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0242
 RA0242  HISTORY     - Date     Condition        Report By
 RA0242  HISTORY     - 1941     MONUMENTED       DOD
 RA0242  HISTORY     - 1945     GOOD             NGS
 RA0242  HISTORY     - 1962     MARK NOT FOUND   NGS
 RA0242
 RA0242                          STATION DESCRIPTION
 RA0242
 RA0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0242'6.6 MI E FROM RIGGINS.
 RA0242'ALONG SALMON RIVER ROAD, 6.6 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0242'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), SET IN TOP OF
 RA0242'NORTHEAST END OF SOUTHWEST CONCRETE WING-WALL OF A STEEL SUSPENSION
 RA0242'BRIDGE OVER SALMON RIVER, 7.5 FEET WEST OF CENTERLINE OF SOUTH END OF
 RA0242'BRIDGE AND 0.8 FOOT SOUTHWEST OF NORTHEAST END OF WING-WALL, ABOUT THE
 RA0242'SAME ELEVATION AS THE FLOOR OF BRIDGE.
 RA0242
 RA0242                          STATION RECOVERY (1962)
 RA0242
 RA0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RA0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0283 ***********************************************************************
 QB0283  DESIGNATION -  F 150
 QB0283  PID         -  QB0283
 QB0283  STATE/COUNTY-  ID/WASHINGTON
 QB0283  USGS QUAD   -  WEISER SOUTH (1951)
 QB0283
 QB0283                         *CURRENT SURVEY CONTROL
 QB0283  ___________________________________________________________________
 QB0283* NAD 83(1986)-  44 14 25.     (N)    116 54 46.     (W)     SCALED    
 QB0283* NAVD 88     -       649.649  (meters)    2131.39   (feet)  ADJUSTED  
 QB0283  ___________________________________________________________________
 QB0283  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 QB0283  DYNAMIC HT  -         649.474 (meters)    2130.82  (feet)  COMP
 QB0283  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 QB0283
 QB0283  VERT ORDER  -  FIRST     CLASS II
 QB0283
 QB0283.The horizontal coordinates were scaled from a topographic map and have
 QB0283.an estimated accuracy of +/- 6 seconds.
 QB0283
 QB0283.The orthometric height was determined by differential leveling
 QB0283.and adjusted by the National Geodetic Survey in June 1991..
 QB0283
 QB0283.The geoid height was determined by GEOID03.
 QB0283
 QB0283.The dynamic height is computed by dividing the NAVD 88
 QB0283.geopotential number by the normal gravity value computed on the
 QB0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0283.degrees latitude (g = 980.6199 gals.).
 QB0283
 QB0283.The modeled gravity was interpolated from observed gravity values.
 QB0283
 QB0283;                    North         East    Units  Estimated Accuracy
 QB0283;SPC ID W     -   286,550.      707,120.      MT  (+/- 180 meters Scaled)
 QB0283
 QB0283                          SUPERSEDED SURVEY CONTROL
 QB0283
 QB0283  NGVD 29 (??/??/92)  648.676  (m)         2128.20   (f) ADJ UNCH    1 2
 QB0283
 QB0283.Superseded values are not recommended for survey control.
 QB0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0283.See file dsdata.txt to determine how the superseded data were derived.
 QB0283
 QB0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ069985(NAD 83)
 QB0283_MARKER: DB = BENCH MARK DISK
 QB0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0283_STAMPING: F 150 1935
 QB0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0283+STABILITY: SURFACE MOTION
 QB0283
 QB0283  HISTORY     - Date     Condition        Report By
 QB0283  HISTORY     - 1935     MONUMENTED       CGS
 QB0283  HISTORY     - 1941     GOOD             NGS
 QB0283  HISTORY     - 1983     GOOD             NGS
 QB0283
 QB0283                          STATION DESCRIPTION
 QB0283
 QB0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QB0283'2.5 MI E FROM WEISER.
 QB0283'2.5 MILES EAST ALONG THE PACIFIC AND IDAHO NORTHERN RAILWAY FROM THE
 QB0283'COUNTY COURTHOUSE AT WEISER, WASHINGTON COUNTY, 690 FEET WEST OF
 QB0283'TRESTLE 5 OVER A DITCH, 545 FEET WEST OF MILEPOST 3, 500 FEET
 QB0283'SOUTHWEST OF THE A.Z. ADER RESIDENCE, 15 FEET WEST OF A WOODEN GATE,
 QB0283'45 FEET NORTH OF THE CENTERLINE OF THE TRACK, 3 FEET WEST OF POLE 62,
 QB0283'AND 1 FOOT SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED F 150
 QB0283'1935 AND SET IN THE TOP OF A CONCRETE POST.
 QB0283
 QB0283                          STATION RECOVERY (1983)
 QB0283
 QB0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0053 ***********************************************************************
 RZ0053  DESIGNATION -  F 151
 RZ0053  PID         -  RZ0053
 RZ0053  STATE/COUNTY-  ID/CLEARWATER
 RZ0053  USGS QUAD   -  ELK RIVER (1994)
 RZ0053
 RZ0053                         *CURRENT SURVEY CONTROL
 RZ0053  ___________________________________________________________________
 RZ0053* NAD 83(1986)-  46 45 58.     (N)    116 11 59.     (W)     SCALED    
 RZ0053* NAVD 88     -       883.036  (meters)    2897.09   (feet)  ADJUSTED  
 RZ0053  ___________________________________________________________________
 RZ0053  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 RZ0053  DYNAMIC HT  -         882.947 (meters)    2896.80  (feet)  COMP
 RZ0053  MODELED GRAV-     980,484.3   (mgal)                       NAVD 88
 RZ0053
 RZ0053  VERT ORDER  -  SECOND    CLASS 0
 RZ0053
 RZ0053.The horizontal coordinates were scaled from a topographic map and have
 RZ0053.an estimated accuracy of +/- 6 seconds.
 RZ0053
 RZ0053.The orthometric height was determined by differential leveling
 RZ0053.and adjusted by the National Geodetic Survey in June 1991..
 RZ0053
 RZ0053.The geoid height was determined by GEOID03.
 RZ0053
 RZ0053.The dynamic height is computed by dividing the NAVD 88
 RZ0053.geopotential number by the normal gravity value computed on the
 RZ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0053.degrees latitude (g = 980.6199 gals.).
 RZ0053
 RZ0053.The modeled gravity was interpolated from observed gravity values.
 RZ0053
 RZ0053;                    North         East    Units  Estimated Accuracy
 RZ0053;SPC ID W     -   566,690.      765,650.      MT  (+/- 180 meters Scaled)
 RZ0053
 RZ0053                          SUPERSEDED SURVEY CONTROL
 RZ0053
 RZ0053  NGVD 29 (??/??/92)  881.923  (m)         2893.44   (f) ADJ UNCH    2 0
 RZ0053
 RZ0053.Superseded values are not recommended for survey control.
 RZ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0053.See file dsdata.txt to determine how the superseded data were derived.
 RZ0053
 RZ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM611794(NAD 83)
 RZ0053_MARKER: DB = BENCH MARK DISK
 RZ0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0053_STAMPING: F-151 1935
 RZ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0053+STABILITY: SURFACE MOTION
 RZ0053
 RZ0053  HISTORY     - Date     Condition        Report By
 RZ0053  HISTORY     - 1935     MONUMENTED       CGS
 RZ0053  HISTORY     - 1969     MARK NOT FOUND   NGS
 RZ0053
 RZ0053                          STATION DESCRIPTION
 RZ0053
 RZ0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0053'2.7 MI W FROM ELK RIVER.
 RZ0053'2.7 MILES WEST OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  SET ON
 RZ0053'WEST SIDE OF TRACK AT RAILROAD CROSSING IN LOW BASIN SURROUNDED BY
 RZ0053'HILLS.  ABOUT 0.5 MILE NORTH OF M.P. 69.  ABOUT 300 FEET SOUTH OF
 RZ0053'WOODEN RAILROAD TRESTLE.  ABOUT 150 FEET SOUTH OF CENTERLINE OF
 RZ0053'RAILROAD CROSSING.  29 FEET WEST OF CENTERLINE OF RAILROAD.  7.8 FT.
 RZ0053'WEST OF 17TH POLE NORTH OF MILEPOST, WITH GUY WIRE SUPPORT.  0.4 MILE
 RZ0053'NORTH OF RAILROAD BRIDGE NO. EE 614.  TABLET SET IN PRECAST CONCRETE
 RZ0053'POST.
 RZ0053
 RZ0053                          STATION RECOVERY (1969)
 RZ0053
 RZ0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RZ0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0084 ***********************************************************************
 RZ0084  DESIGNATION -  F 152
 RZ0084  PID         -  RZ0084
 RZ0084  STATE/COUNTY-  ID/SHOSHONE
 RZ0084  USGS QUAD   -  BECHTEL BUTTE (1994)
 RZ0084
 RZ0084                         *CURRENT SURVEY CONTROL
 RZ0084  ___________________________________________________________________
 RZ0084* NAD 83(1986)-  46 57 37.     (N)    116 16 40.     (W)     SCALED    
 RZ0084* NAVD 88     -       886.110  (meters)    2907.18   (feet)  ADJUSTED  
 RZ0084  ___________________________________________________________________
 RZ0084  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 RZ0084  DYNAMIC HT  -         886.032 (meters)    2906.92  (feet)  COMP
 RZ0084  MODELED GRAV-     980,495.6   (mgal)                       NAVD 88
 RZ0084
 RZ0084  VERT ORDER  -  SECOND    CLASS 0
 RZ0084
 RZ0084.The horizontal coordinates were scaled from a topographic map and have
 RZ0084.an estimated accuracy of +/- 6 seconds.
 RZ0084
 RZ0084.The orthometric height was determined by differential leveling
 RZ0084.and adjusted by the National Geodetic Survey in June 1991..
 RZ0084
 RZ0084.The geoid height was determined by GEOID03.
 RZ0084
 RZ0084.The dynamic height is computed by dividing the NAVD 88
 RZ0084.geopotential number by the normal gravity value computed on the
 RZ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0084.degrees latitude (g = 980.6199 gals.).
 RZ0084
 RZ0084.The modeled gravity was interpolated from observed gravity values.
 RZ0084
 RZ0084;                    North         East    Units  Estimated Accuracy
 RZ0084;SPC ID W     -   588,310.      759,830.      MT  (+/- 180 meters Scaled)
 RZ0084
 RZ0084                          SUPERSEDED SURVEY CONTROL
 RZ0084
 RZ0084  NGVD 29 (??/??/92)  884.954  (m)         2903.39   (f) ADJ UNCH    2 0
 RZ0084
 RZ0084.Superseded values are not recommended for survey control.
 RZ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0084.See file dsdata.txt to determine how the superseded data were derived.
 RZ0084
 RZ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN549010(NAD 83)
 RZ0084_MARKER: DB = BENCH MARK DISK
 RZ0084_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0084_SP_SET: ROCK OUTCROP
 RZ0084_STAMPING: F-152 1935
 RZ0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0084+STABILITY: POSITION/ELEVATION WELL
 RZ0084
 RZ0084  HISTORY     - Date     Condition        Report By
 RZ0084  HISTORY     - 1935     MONUMENTED       CGS
 RZ0084  HISTORY     - 1959     MARK NOT FOUND   NGS
 RZ0084
 RZ0084                          STATION DESCRIPTION
 RZ0084
 RZ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0084'3.8 MI S FROM CLARKIA.
 RZ0084'3.8 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  TABLET
 RZ0084'SET HORIZONTALLY IN ROCK OUTCROP IN SOUTHEAST SLOPE OF SUMMIT IN
 RZ0084'RAILROAD CUT AT A CURVE IN TRACK.  ABOUT 250 FEET NORTHEAST OF
 RZ0084'RAILROAD CULVERT NO. EE 2201.  67.8 FEET SOUTHWEST OF MILEPOST NO. 40.
 RZ0084'26.5 FEET NORTHWEST OF CENTERLINE OF CHICAGO, MILWAUKEE, ST.PAUL AND
 RZ0084'PACIFIC R.R. ABOUT 4.6 FEET ABOVE THE TRACK.  0.2 MILE NORTH OF
 RZ0084'RAILROAD BRIDGE NO. EE 562.
 RZ0084
 RZ0084                          STATION RECOVERY (1959)
 RZ0084
 RZ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0128 ***********************************************************************
 RZ0128  DESIGNATION -  F 153
 RZ0128  PID         -  RZ0128
 RZ0128  STATE/COUNTY-  ID/LATAH
 RZ0128  USGS QUAD   -  BOVILL (1994)
 RZ0128
 RZ0128                         *CURRENT SURVEY CONTROL
 RZ0128  ___________________________________________________________________
 RZ0128* NAD 83(1986)-  46 48 26.     (N)    116 29 28.     (W)     SCALED    
 RZ0128* NAVD 88     -       871.249  (meters)    2858.42   (feet)  ADJUSTED  
 RZ0128  ___________________________________________________________________
 RZ0128  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 RZ0128  DYNAMIC HT  -         871.172 (meters)    2858.17  (feet)  COMP
 RZ0128  MODELED GRAV-     980,495.9   (mgal)                       NAVD 88
 RZ0128
 RZ0128  VERT ORDER  -  SECOND    CLASS 0
 RZ0128
 RZ0128.The horizontal coordinates were scaled from a topographic map and have
 RZ0128.an estimated accuracy of +/- 6 seconds.
 RZ0128
 RZ0128.The orthometric height was determined by differential leveling
 RZ0128.and adjusted by the National Geodetic Survey in June 1991..
 RZ0128
 RZ0128.The geoid height was determined by GEOID03.
 RZ0128
 RZ0128.The dynamic height is computed by dividing the NAVD 88
 RZ0128.geopotential number by the normal gravity value computed on the
 RZ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0128.degrees latitude (g = 980.6199 gals.).
 RZ0128
 RZ0128.The modeled gravity was interpolated from observed gravity values.
 RZ0128
 RZ0128;                    North         East    Units  Estimated Accuracy
 RZ0128;SPC ID W     -   571,430.      743,440.      MT  (+/- 180 meters Scaled)
 RZ0128
 RZ0128                          SUPERSEDED SURVEY CONTROL
 RZ0128
 RZ0128  NGVD 29 (??/??/92)  870.127  (m)         2854.74   (f) ADJ UNCH    2 0
 RZ0128
 RZ0128.Superseded values are not recommended for survey control.
 RZ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0128.See file dsdata.txt to determine how the superseded data were derived.
 RZ0128
 RZ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM388838(NAD 83)
 RZ0128_MARKER: DB = BENCH MARK DISK
 RZ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0128_STAMPING: F 153 1935
 RZ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0128+STABILITY: SURFACE MOTION
 RZ0128
 RZ0128  HISTORY     - Date     Condition        Report By
 RZ0128  HISTORY     - 1935     MONUMENTED       CGS
 RZ0128
 RZ0128                          STATION DESCRIPTION
 RZ0128
 RZ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0128'4.1 MI E FROM DEARY.
 RZ0128'4.1 MILES EAST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM
 RZ0128'THE STATION AT DEARY, 1.7 MILES WEST OF THE CROSSING OF STATE HIGHWAY
 RZ0128'8, 1.0 MILE WEST OF THE OLD STATION AT HELMER, 0.4 MILE SOUTHWEST OF A
 RZ0128'CURVE, AT THE CROSSING OF A COUNTY ROAD, 46 FEET SOUTH OF THE
 RZ0128'CENTERLINE OF THE TRACK, AND 17.5 FEET EAST OF THE CENTERLINE OF THE
 RZ0128'ROAD.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0593 ***********************************************************************
 SV0593  DESIGNATION -  F 1.53 7
 SV0593  PID         -  SV0593
 SV0593  STATE/COUNTY-  ID/KOOTENAI
 SV0593  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0593
 SV0593                         *CURRENT SURVEY CONTROL
 SV0593  ___________________________________________________________________
 SV0593* NAD 83(1986)-  47 42 19.     (N)    116 51 04.     (W)     SCALED    
 SV0593* NAVD 88     -       663.243  (meters)    2175.99   (feet)  ADJUSTED  
 SV0593  ___________________________________________________________________
 SV0593  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 SV0593  DYNAMIC HT  -         663.266 (meters)    2176.07  (feet)  COMP
 SV0593  MODELED GRAV-     980,625.9   (mgal)                       NAVD 88
 SV0593
 SV0593  VERT ORDER  -  SECOND    CLASS 0
 SV0593
 SV0593.The horizontal coordinates were scaled from a topographic map and have
 SV0593.an estimated accuracy of +/- 6 seconds.
 SV0593
 SV0593.The orthometric height was determined by differential leveling
 SV0593.and adjusted by the National Geodetic Survey in June 1991..
 SV0593
 SV0593.The geoid height was determined by GEOID03.
 SV0593
 SV0593.The dynamic height is computed by dividing the NAVD 88
 SV0593.geopotential number by the normal gravity value computed on the
 SV0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0593.degrees latitude (g = 980.6199 gals.).
 SV0593
 SV0593.The modeled gravity was interpolated from observed gravity values.
 SV0593
 SV0593;                    North         East    Units  Estimated Accuracy
 SV0593;SPC ID W     -   671,590.      717,370.      MT  (+/- 180 meters Scaled)
 SV0593
 SV0593                          SUPERSEDED SURVEY CONTROL
 SV0593
 SV0593  NGVD 29 (??/??/92)  662.078  (m)         2172.17   (f) ADJ UNCH    2 0
 SV0593
 SV0593.Superseded values are not recommended for survey control.
 SV0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0593.See file dsdata.txt to determine how the superseded data were derived.
 SV0593
 SV0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN111835(NAD 83)
 SV0593_MARKER: DD = SURVEY DISK
 SV0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0593+STABILITY: SURFACE MOTION
 SV0593
 SV0593  HISTORY     - Date     Condition        Report By
 SV0593  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0593  HISTORY     - 1952     GOOD             NGS
 SV0593
 SV0593                          STATION DESCRIPTION
 SV0593
 SV0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0593'3.7 MI NW FROM COEUR DALENE.
 SV0593'3.7 MILES NORTHWEST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE
 SV0593'AT COEUR DALENE, AT THE T JUNCTION OF AND DIRECTLY IN LINE WITH THE
 SV0593'CENTER LINE OF HEUTER ROAD LEADING SOUTH, 61.4 FEET NORTH OF THE
 SV0593'CENTER LINE OF THE WEST BOUND TRAFFIC LANE, 20.5 FEET NORTHWEST OF A
 SV0593'TRIANGULAR CONCRETE POST PROJECTING 3 FEET ABOVE THE GROUND MARKED FAP
 SV0593'F 1.53 (7), 1.0 FEET SOUTH OF A WITNESS POST, ABOUT 12 FEET HIGHER
 SV0593'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SV0593'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0222 ***********************************************************************
 SV0222  DESIGNATION -  F 154
 SV0222  PID         -  SV0222
 SV0222  STATE/COUNTY-  ID/SHOSHONE
 SV0222  USGS QUAD   -  MARBLE CREEK (1995)
 SV0222
 SV0222                         *CURRENT SURVEY CONTROL
 SV0222  ___________________________________________________________________
 SV0222* NAD 83(1986)-  47 16 21.     (N)    116 06 23.     (W)     SCALED    
 SV0222* NAVD 88     -       678.572  (meters)    2226.28   (feet)  ADJUSTED  
 SV0222  ___________________________________________________________________
 SV0222  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 SV0222  DYNAMIC HT  -         678.545 (meters)    2226.19  (feet)  COMP
 SV0222  MODELED GRAV-     980,551.7   (mgal)                       NAVD 88
 SV0222
 SV0222  VERT ORDER  -  SECOND    CLASS 0
 SV0222
 SV0222.The horizontal coordinates were scaled from a topographic map and have
 SV0222.an estimated accuracy of +/- 6 seconds.
 SV0222
 SV0222.The orthometric height was determined by differential leveling
 SV0222.and adjusted by the National Geodetic Survey in June 1991..
 SV0222
 SV0222.The geoid height was determined by GEOID03.
 SV0222
 SV0222.The dynamic height is computed by dividing the NAVD 88
 SV0222.geopotential number by the normal gravity value computed on the
 SV0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0222.degrees latitude (g = 980.6199 gals.).
 SV0222
 SV0222.The modeled gravity was interpolated from observed gravity values.
 SV0222
 SV0222;                    North         East    Units  Estimated Accuracy
 SV0222;SPC ID W     -   622,950.      773,030.      MT  (+/- 180 meters Scaled)
 SV0222
 SV0222                          SUPERSEDED SURVEY CONTROL
 SV0222
 SV0222  NGVD 29 (??/??/92)  677.448  (m)         2222.59   (f) ADJ UNCH    2 0
 SV0222
 SV0222.Superseded values are not recommended for survey control.
 SV0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0222.See file dsdata.txt to determine how the superseded data were derived.
 SV0222
 SV0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN675358(NAD 83)
 SV0222_MARKER: DB = BENCH MARK DISK
 SV0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0222_STAMPING: F 154 1935
 SV0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0222+STABILITY: SURFACE MOTION
 SV0222
 SV0222  HISTORY     - Date     Condition        Report By
 SV0222  HISTORY     - 1935     MONUMENTED       CGS
 SV0222  HISTORY     - 1963     GOOD             NGS
 SV0222
 SV0222                          STATION DESCRIPTION
 SV0222
 SV0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0222'4.4 MI E FROM CALDER.
 SV0222'4.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0222'RAILROAD FROM THE STATION AT CALDER, AT THE ABANDONED VILLAGE OF
 SV0222'HERRICK, 0.2 MILE EAST OF MILE POST NO. 1791, 91 FEET NORTHEAST OF A
 SV0222'TELEPHONE POLE, 75 FEET EAST OF A TELEPHONE BOOTH, 52 FEET SOUTHEAST
 SV0222'OF THE CENTER OF THE RAILROAD TRACKS, 24 FEET SOUTHWEST OF A TELEPHONE
 SV0222'POLE, 9 FEET EAST OF THE EAST END OF A GATE, 1 1/2 FEET SOUTH OF A
 SV0222'FENCE AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 SV0222'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0238 ***********************************************************************
 SV0238  DESIGNATION -  F 155
 SV0238  PID         -  SV0238
 SV0238  STATE/COUNTY-  ID/SHOSHONE
 SV0238  USGS QUAD   -  CLARKIA (1995)
 SV0238
 SV0238                         *CURRENT SURVEY CONTROL
 SV0238  ___________________________________________________________________
 SV0238* NAD 83(1986)-  47 03 49.     (N)    116 18 32.     (W)     SCALED    
 SV0238* NAVD 88     -       836.925  (meters)    2745.81   (feet)  ADJUSTED  
 SV0238  ___________________________________________________________________
 SV0238  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 SV0238  DYNAMIC HT  -         836.866 (meters)    2745.62  (feet)  COMP
 SV0238  MODELED GRAV-     980,516.0   (mgal)                       NAVD 88
 SV0238
 SV0238  VERT ORDER  -  SECOND    CLASS 0
 SV0238
 SV0238.The horizontal coordinates were scaled from a topographic map and have
 SV0238.an estimated accuracy of +/- 6 seconds.
 SV0238
 SV0238.The orthometric height was determined by differential leveling
 SV0238.and adjusted by the National Geodetic Survey in June 1991..
 SV0238
 SV0238.The geoid height was determined by GEOID03.
 SV0238
 SV0238.The dynamic height is computed by dividing the NAVD 88
 SV0238.geopotential number by the normal gravity value computed on the
 SV0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0238.degrees latitude (g = 980.6199 gals.).
 SV0238
 SV0238.The modeled gravity was interpolated from observed gravity values.
 SV0238
 SV0238;                    North         East    Units  Estimated Accuracy
 SV0238;SPC ID W     -   599,820.      757,550.      MT  (+/- 180 meters Scaled)
 SV0238
 SV0238                          SUPERSEDED SURVEY CONTROL
 SV0238
 SV0238  NGVD 29 (??/??/92)  835.778  (m)         2742.05   (f) ADJ UNCH    2 0
 SV0238
 SV0238.Superseded values are not recommended for survey control.
 SV0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0238.See file dsdata.txt to determine how the superseded data were derived.
 SV0238
 SV0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN524124(NAD 83)
 SV0238_MARKER: DB = BENCH MARK DISK
 SV0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0238_STAMPING: F-155 1935
 SV0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0238+STABILITY: SURFACE MOTION
 SV0238
 SV0238  HISTORY     - Date     Condition        Report By
 SV0238  HISTORY     - 1935     MONUMENTED       CGS
 SV0238
 SV0238                          STATION DESCRIPTION
 SV0238
 SV0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0238'4.6 MI N FROM CLARKIA.
 SV0238'4.6 MILES NORTH OF, ALONG C.M.ST.P. AND P.RY., FROM STATION 0.3 MILE
 SV0238'NORTH OF M.P.32.  ABOUT .25 MILE EAST OF BLACKWELL LUMBER CO. SIDING
 SV0238'TRACK.  ABOUT 250 FEET SOUTHWEST OF RAILWAY TRESTLE EE 544.  ABOUT 125
 SV0238'FEET SOUTH OF CENTERLINE OF ST. HWY. NO. 8.  46.2 FEET SOUTH OF
 SV0238'CENTERLINE OF CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC R.R..  1.4 FT.
 SV0238'NORTH OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0321 ***********************************************************************
 SV0321  DESIGNATION -  F 156
 SV0321  PID         -  SV0321
 SV0321  STATE/COUNTY-  ID/BENEWAH
 SV0321  USGS QUAD   -  ST MARIES (1995)
 SV0321
 SV0321                         *CURRENT SURVEY CONTROL
 SV0321  ___________________________________________________________________
 SV0321* NAD 83(1986)-  47 16 22.     (N)    116 34 58.     (W)     SCALED    
 SV0321* NAVD 88     -       652.837  (meters)    2141.85   (feet)  ADJUSTED  
 SV0321  ___________________________________________________________________
 SV0321  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 SV0321  DYNAMIC HT  -         652.822 (meters)    2141.80  (feet)  COMP
 SV0321  MODELED GRAV-     980,569.6   (mgal)                       NAVD 88
 SV0321
 SV0321  VERT ORDER  -  SECOND    CLASS 0
 SV0321
 SV0321.The horizontal coordinates were scaled from a topographic map and have
 SV0321.an estimated accuracy of +/- 6 seconds.
 SV0321
 SV0321.The orthometric height was determined by differential leveling
 SV0321.and adjusted by the National Geodetic Survey in June 1991..
 SV0321
 SV0321.The geoid height was determined by GEOID03.
 SV0321
 SV0321.The dynamic height is computed by dividing the NAVD 88
 SV0321.geopotential number by the normal gravity value computed on the
 SV0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0321.degrees latitude (g = 980.6199 gals.).
 SV0321
 SV0321.The modeled gravity was interpolated from observed gravity values.
 SV0321
 SV0321;                    North         East    Units  Estimated Accuracy
 SV0321;SPC ID W     -   623,250.      736,990.      MT  (+/- 180 meters Scaled)
 SV0321
 SV0321                          SUPERSEDED SURVEY CONTROL
 SV0321
 SV0321  NGVD 29 (??/??/92)  651.720  (m)         2138.18   (f) ADJ UNCH    2 0
 SV0321
 SV0321.Superseded values are not recommended for survey control.
 SV0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0321.See file dsdata.txt to determine how the superseded data were derived.
 SV0321
 SV0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN315355(NAD 83)
 SV0321_MARKER: DB = BENCH MARK DISK
 SV0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0321_STAMPING: F-156 1935
 SV0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0321+STABILITY: SURFACE MOTION
 SV0321
 SV0321  HISTORY     - Date     Condition        Report By
 SV0321  HISTORY     - 1935     MONUMENTED       CGS
 SV0321
 SV0321                          STATION DESCRIPTION
 SV0321
 SV0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0321'4.3 MI S FROM ST MARIES.
 SV0321'4.3 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  0.3 MILE
 SV0321'SOUTH OF MILEPOST 4.  66.3 FEET SOUTH OF CENTERLINE OF DIRT ROAD. 33.2
 SV0321'FEET WEST OF STUMP OF 24 INCH TREE.  18.4 FEET SOUTH OF CENTERLINE OF
 SV0321'RAILROAD.  4.1 FEET WEST OF WEST END OF GATE IN R/W FENCE. 1.8 FT.
 SV0321'NORTH OF RAILROAD R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0543 ***********************************************************************
 SU0543  DESIGNATION -  F 157
 SU0543  PID         -  SU0543
 SU0543  STATE/COUNTY-  ID/SHOSHONE
 SU0543  USGS QUAD   -  MONUMENTAL BUTTES (1995)
 SU0543
 SU0543                         *CURRENT SURVEY CONTROL
 SU0543  ___________________________________________________________________
 SU0543* NAD 83(1986)-  47 02 32.     (N)    115 51 54.     (W)     SCALED    
 SU0543* NAVD 88     -      1663.752  (meters)    5458.49   (feet)  ADJUSTED  
 SU0543  ___________________________________________________________________
 SU0543  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 SU0543  DYNAMIC HT  -        1663.428 (meters)    5457.43  (feet)  COMP
 SU0543  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 SU0543
 SU0543  VERT ORDER  -  SECOND    CLASS 0
 SU0543
 SU0543.The horizontal coordinates were scaled from a topographic map and have
 SU0543.an estimated accuracy of +/- 6 seconds.
 SU0543
 SU0543.The orthometric height was determined by differential leveling
 SU0543.and adjusted by the National Geodetic Survey in June 1991..
 SU0543
 SU0543.The geoid height was determined by GEOID03.
 SU0543
 SU0543.The dynamic height is computed by dividing the NAVD 88
 SU0543.geopotential number by the normal gravity value computed on the
 SU0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0543.degrees latitude (g = 980.6199 gals.).
 SU0543
 SU0543.The modeled gravity was interpolated from observed gravity values.
 SU0543
 SU0543;                    North         East    Units  Estimated Accuracy
 SU0543;SPC ID W     -   597,290.      791,260.      MT  (+/- 180 meters Scaled)
 SU0543
 SU0543                          SUPERSEDED SURVEY CONTROL
 SU0543
 SU0543  NGVD 29 (??/??/92) 1662.551  (m)         5454.55   (f) ADJ UNCH    2 0
 SU0543
 SU0543.Superseded values are not recommended for survey control.
 SU0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0543.See file dsdata.txt to determine how the superseded data were derived.
 SU0543
 SU0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN862104(NAD 83)
 SU0543_MARKER: DB = BENCH MARK DISK
 SU0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0543_STAMPING: F-157 1935
 SU0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0543+STABILITY: SURFACE MOTION
 SU0543
 SU0543  HISTORY     - Date     Condition        Report By
 SU0543  HISTORY     - 1935     MONUMENTED       CGS
 SU0543  HISTORY     - 1936     GOOD             NGS
 SU0543  HISTORY     - 1971     GOOD             USGS
 SU0543
 SU0543                          STATION DESCRIPTION
 SU0543
 SU0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SU0543'22.5 MI S FROM AVERY.
 SU0543'22.5 MILES SOUTH OF AVERY, ALONG ROAD TO JUG CAMP, FROM C.M.ST.P. AND
 SU0543'P. RY. STATION.  ABOUT .8 MILE NORTH OF JUNCTION OF ROAD TO CLARKIA
 SU0543'WITH ROAD TO JUG CAMP.  ABOUT .25 MILE SOUTHWEST OF METAL PIPE CULVERT
 SU0543'UNDER ROAD.  1 FT. IN DIAMETER.  ABOUT 650 FT. SOUTHWEST OF METAL PIPE
 SU0543'CULVERT, 1 FT. IN DIAMETER, UNDER ROAD.  70 FT. NORTH OF FUR TREE, 2.5
 SU0543'FT. IN DIAMETER AT BASE WITH TRIANGLE BLAZE 4 FT. ABOVE GROUND ON WEST
 SU0543'SIDE.  17.5 FT. WEST OF CENTERLINE OF ROAD TO JUG CAMP. 4 FT. ABOVE
 SU0543'LEVEL OF ROAD.  A BRONZE DISC SET IN TOP OF PRECAST CONCRETE POST.
 SU0543
 SU0543                          STATION RECOVERY (1971)
 SU0543
 SU0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SU0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0485 ***********************************************************************
 QA0485  DESIGNATION -  F 158
 QA0485  PID         -  QA0485
 QA0485  STATE/COUNTY-  ID/BOISE
 QA0485  USGS QUAD   -  LOWMAN (1972)
 QA0485
 QA0485                         *CURRENT SURVEY CONTROL
 QA0485  ___________________________________________________________________
 QA0485* NAD 83(1986)-  44 04 19.     (N)    115 32 28.     (W)     SCALED    
 QA0485* NAVD 88     -      1207.131  (meters)    3960.40   (feet)  ADJUSTED  
 QA0485  ___________________________________________________________________
 QA0485  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 QA0485  DYNAMIC HT  -        1206.544 (meters)    3958.47  (feet)  COMP
 QA0485  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 QA0485
 QA0485  VERT ORDER  -  SECOND    CLASS 0
 QA0485
 QA0485.The horizontal coordinates were scaled from a topographic map and have
 QA0485.an estimated accuracy of +/- 6 seconds.
 QA0485
 QA0485.The orthometric height was determined by differential leveling
 QA0485.and adjusted by the National Geodetic Survey in June 1991..
 QA0485
 QA0485.The geoid height was determined by GEOID03.
 QA0485
 QA0485.The dynamic height is computed by dividing the NAVD 88
 QA0485.geopotential number by the normal gravity value computed on the
 QA0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0485.degrees latitude (g = 980.6199 gals.).
 QA0485
 QA0485.The modeled gravity was interpolated from observed gravity values.
 QA0485
 QA0485;                    North         East    Units  Estimated Accuracy
 QA0485;SPC ID W     -   267,210.      816,730.      MT  (+/- 180 meters Scaled)
 QA0485
 QA0485                          SUPERSEDED SURVEY CONTROL
 QA0485
 QA0485  NGVD 29 (??/??/92) 1205.967  (m)         3956.58   (f) ADJ UNCH    2 0
 QA0485
 QA0485.Superseded values are not recommended for survey control.
 QA0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0485.See file dsdata.txt to determine how the superseded data were derived.
 QA0485
 QA0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ168808(NAD 83)
 QA0485_MARKER: DB = BENCH MARK DISK
 QA0485_SETTING: 66 = SET IN ROCK OUTCROP
 QA0485_SP_SET: GRANITE OUTCROP
 QA0485_STAMPING: F 158 1935
 QA0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0485+STABILITY: POSITION/ELEVATION WELL
 QA0485
 QA0485  HISTORY     - Date     Condition        Report By
 QA0485  HISTORY     - 1935     MONUMENTED       CGS
 QA0485  HISTORY     - 1960     GOOD             NGS
 QA0485  HISTORY     - 1972     MARK NOT FOUND   USGS
 QA0485
 QA0485                          STATION DESCRIPTION
 QA0485
 QA0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0485'4.6 MI E FROM LOWMAN.
 QA0485'4.6 MILES EAST ALONG STATE HIGHWAY 21 FROM THE SOUTH FORK LODGE AT
 QA0485'LOWMAN, AT A ROCK POINT, IN TOP OF A FLAT GRANITE OUTCROP WHICH
 QA0485'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 25 FEET SOUTHWEST OF THE
 QA0485'CENTER LINE OF THE HIGHWAY, 19 FEET NORTHWEST OF A 14-INCH PINE TREE,
 QA0485'1.4 FEET WEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 QA0485'HIGHWAY.
 QA0485
 QA0485                          STATION RECOVERY (1972)
 QA0485
 QA0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0293 ***********************************************************************
 RA0293  DESIGNATION -  F 159
 RA0293  PID         -  RA0293
 RA0293  STATE/COUNTY-  ID/ADAMS
 RA0293  USGS QUAD   -  HOMESTEAD (1990)
 RA0293
 RA0293                         *CURRENT SURVEY CONTROL
 RA0293  ___________________________________________________________________
 RA0293* NAD 83(1986)-  45 04 42.     (N)    116 46 57.     (W)     SCALED    
 RA0293* NAVD 88     -       498.799  (meters)    1636.48   (feet)  ADJUSTED  
 RA0293  ___________________________________________________________________
 RA0293  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 RA0293  DYNAMIC HT  -         498.662 (meters)    1636.03  (feet)  COMP
 RA0293  MODELED GRAV-     980,328.8   (mgal)                       NAVD 88
 RA0293
 RA0293  VERT ORDER  -  SECOND    CLASS 0
 RA0293
 RA0293.The horizontal coordinates were scaled from a topographic map and have
 RA0293.an estimated accuracy of +/- 6 seconds.
 RA0293
 RA0293.The orthometric height was determined by differential leveling
 RA0293.and adjusted by the National Geodetic Survey in June 1991..
 RA0293
 RA0293.The geoid height was determined by GEOID03.
 RA0293
 RA0293.The dynamic height is computed by dividing the NAVD 88
 RA0293.geopotential number by the normal gravity value computed on the
 RA0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0293.degrees latitude (g = 980.6199 gals.).
 RA0293
 RA0293.The modeled gravity was interpolated from observed gravity values.
 RA0293
 RA0293;                    North         East    Units  Estimated Accuracy
 RA0293;SPC ID W     -   379,530.      718,710.      MT  (+/- 180 meters Scaled)
 RA0293
 RA0293                          SUPERSEDED SURVEY CONTROL
 RA0293
 RA0293  NGVD 29 (??/??/92)  497.75   (m)         1633.0    (f) COMPUTED    2 0
 RA0293
 RA0293.Superseded values are not recommended for survey control.
 RA0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0293.See file dsdata.txt to determine how the superseded data were derived.
 RA0293
 RA0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK171916(NAD 83)
 RA0293_MARKER: DD = SURVEY DISK
 RA0293_SETTING: 66 = SET IN ROCK OUTCROP
 RA0293_SP_SET: ROCK OUTCROP
 RA0293_STAMPING: F 159 1941
 RA0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0293+STABILITY: POSITION/ELEVATION WELL
 RA0293
 RA0293  HISTORY     - Date     Condition        Report By
 RA0293  HISTORY     - 1941     MONUMENTED       DOD
 RA0293  HISTORY     - 1946     GOOD             NGS
 RA0293
 RA0293                          STATION DESCRIPTION
 RA0293
 RA0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0293'4.85 MI NE FROM HOMESTEAD, OR.
 RA0293'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0293'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0293'LEDGE MINE ROAD, THENCE 2.65 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0293'ROAD, BENCH MARK IS 54.0 FEET NORTHWEST OF CENTER OF A 14-FOOT WOODEN
 RA0293'BRIDGE OVER A CREEK, 29.0 FEET WEST OF CENTER OF THE ROAD, U.S. ARMY
 RA0293'ENGINEERS BRONZE DISK SET IN TOP OF AND 2.0 FEET NORTH OF THE SOUTH
 RA0293'END OF THE ONLY ROCK OUTCROP IN THIS VICINITY, ABOUT 3 FEET BELOW THE
 RA0293'ROAD AND 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0141 ***********************************************************************
 OH0141  DESIGNATION -  F 159
 OH0141  PID         -  OH0141
 OH0141  STATE/COUNTY-  ID/BOISE
 OH0141  USGS QUAD   -  CARTWRIGHT CANYON (1976)
 OH0141
 OH0141                         *CURRENT SURVEY CONTROL
 OH0141  ___________________________________________________________________
 OH0141* NAD 83(1986)-  43 51 09.     (N)    116 13 45.     (W)     SCALED    
 OH0141* NAVD 88     -      1127.557  (meters)    3699.33   (feet)  ADJUSTED  
 OH0141  ___________________________________________________________________
 OH0141  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 OH0141  DYNAMIC HT  -        1127.087 (meters)    3697.78  (feet)  COMP
 OH0141  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 OH0141
 OH0141  VERT ORDER  -  SECOND    CLASS 0
 OH0141
 OH0141.The horizontal coordinates were scaled from a topographic map and have
 OH0141.an estimated accuracy of +/- 6 seconds.
 OH0141
 OH0141.The orthometric height was determined by differential leveling
 OH0141.and adjusted by the National Geodetic Survey in June 1991..
 OH0141
 OH0141.The geoid height was determined by GEOID03.
 OH0141
 OH0141.The dynamic height is computed by dividing the NAVD 88
 OH0141.geopotential number by the normal gravity value computed on the
 OH0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0141.degrees latitude (g = 980.6199 gals.).
 OH0141
 OH0141.The modeled gravity was interpolated from observed gravity values.
 OH0141
 OH0141;                    North         East    Units  Estimated Accuracy
 OH0141;SPC ID W     -   242,920.      761,480.      MT  (+/- 180 meters Scaled)
 OH0141
 OH0141                          SUPERSEDED SURVEY CONTROL
 OH0141
 OH0141  NGVD 29 (??/??/92) 1126.534  (m)         3695.97   (f) ADJ UNCH    2 0
 OH0141
 OH0141.Superseded values are not recommended for survey control.
 OH0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0141.See file dsdata.txt to determine how the superseded data were derived.
 OH0141
 OH0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ619557(NAD 83)
 OH0141_MARKER: DB = BENCH MARK DISK
 OH0141_SETTING: 66 = SET IN ROCK OUTCROP
 OH0141_SP_SET: ROCK OUTCROP
 OH0141_STAMPING: F 159 1935
 OH0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH0141+STABILITY: POSITION/ELEVATION WELL
 OH0141
 OH0141  HISTORY     - Date     Condition        Report By
 OH0141  HISTORY     - 1935     MONUMENTED       CGS
 OH0141  HISTORY     - 1937     GOOD             NGS
 OH0141  HISTORY     - 1962     GOOD             NGS
 OH0141
 OH0141                          STATION DESCRIPTION
 OH0141
 OH0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OH0141'5.3 MI S FROM HORSE SHOE BEND.
 OH0141'5.3 MILES SOUTH ALONG STATE HIGHWAY 15 FROM OREGON SHORT LINE RAILROAD
 OH0141'BRIDGE 49+405 AT HORSE SHOE BEND, ABOUT 125 YARDS NORTH OF A CURVE
 OH0141'LEADING FROM NORTH TO SOUTHEAST, ABOUT 120 YARDS SOUTH OF A CURVE
 OH0141'LEADING FROM WEST TO SOUTH, 105 FEET NORTH OF A 12-FOOT CUT, 39 FEET
 OH0141'WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE NORTH SIDE OF A GULCH,
 OH0141'14.5 FEET WEST OF THE WEST CONCRETE HEADWALL OF A 3-FOOT PIPE CULVERT,
 OH0141'NEAR THE SOUTH EDGE OF A GRANITE BOULDER, IN THE TOP OF A ROCK
 OH0141'OUTCROP, AND ABOUT 3 FEET LOWER THAN THE ROADWAY.  A STANDARD DISK,
 OH0141'STAMPED F 159 1935.
 OH0141
 OH0141                          STATION RECOVERY (1962)
 OH0141
 OH0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 OH0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB5024 ***********************************************************************
 AB5024  DESIGNATION -  F 16 RESET
 AB5024  PID         -  AB5024
 AB5024  STATE/COUNTY-  ID/CUSTER
 AB5024  USGS QUAD   -  BRADBURY FLAT (1963)
 AB5024
 AB5024                         *CURRENT SURVEY CONTROL
 AB5024  ___________________________________________________________________
 AB5024* NAD 83(1986)-  44 28 21.     (N)    114 12 23.     (W)     SCALED    
 AB5024* NAVD 88     -      1524.05   (meters)    5000.2    (feet)  RESET     
 AB5024  ___________________________________________________________________
 AB5024  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 AB5024
 AB5024  VERT ORDER  -  THIRD
 AB5024
 AB5024.The horizontal coordinates were scaled from a topographic map and have
 AB5024.an estimated accuracy of +/- 6 seconds.
 AB5024
 AB5024.The orthometric height was computed from unverified reset data.
 AB5024
 AB5024.The geoid height was determined by GEOID03.
 AB5024
 AB5024;                    North         East    Units  Estimated Accuracy
 AB5024;SPC ID C     -   311,720.      483,580.      MT  (+/- 180 meters Scaled)
 AB5024
 AB5024                          SUPERSEDED SURVEY CONTROL
 AB5024
 AB5024.No superseded survey control is available for this station.
 AB5024
 AB5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK221281(NAD 83)
 AB5024_MARKER: I = METAL ROD
 AB5024_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AB5024_STAMPING: F 16 RESET 1995
 AB5024_MARK LOGO: NGS   
 AB5024_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5024+STABILITY: SURFACE MOTION
 AB5024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5024+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5024
 AB5024  HISTORY     - Date     Condition        Report By
 AB5024  HISTORY     - 1995     MONUMENTED       NGS
 AB5024
 AB5024                          STATION DESCRIPTION
 AB5024
 AB5024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AB5024'MARK IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF CHALLIS IN THE
 AB5024'NORTHEAST CORNER OF THE INTERSECTION OF U.S.  HIGHWAY 93 AND A GRAVEL
 AB5024'ROAD LEADING EASTERLY AND JUST BEFORE REACHING THE NEW BRIDGE OVER THE
 AB5024'SALMON RIVER.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY. REACHED FROM THE
 AB5024'JUNCTION OF MAIN STREET AND U.S.  HIGHWAY 93 IN CHALLIS.  GO SOUTHEAST
 AB5024'ON U.S.  HIGHWAY 93 FOR 3.9 KM (2.40 MI) TO THE MARK ON THE LEFT.
 AB5024'LOCATED 22.3 M (73.2 FT) NORTHEAST OF AND 2.0 M (6.6 FT) BELOW THE
 AB5024'PAINTED HIGHWAY CENTERLINE, 0.85 M (2.79 FT) WEST OF A FENCE CORNER,
 AB5024'10.5 M (34.4 FT) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE
 AB5024'GRAVEL ROAD LEADING EASTERLY, 32.4 M (106.3 FT) NORTHEAST OF THE
 AB5024'NORTHEAST CORNER OF THE CONCRETE BRIDGE RAILING FOR THE NEW BRIDGE AND
 AB5024'0.80 M (2.62 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST, A STAINLESS
 AB5024'ROD DRIVEN TO ANCHORED REFUSAL AT 1.1 M (3.6 FT), WITH A PUNCH HOLE IN
 AB5024'TOP.  ACCESS TO MARK IS HAD THRU A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0185 ***********************************************************************
 QA0185  DESIGNATION -  F 160 RESET
 QA0185  PID         -  QA0185
 QA0185  STATE/COUNTY-  ID/CUSTER
 QA0185  USGS QUAD   -  STANLEY (1963)
 QA0185
 QA0185                         *CURRENT SURVEY CONTROL
 QA0185  ___________________________________________________________________
 QA0185* NAD 83(1986)-  44 13 09.     (N)    114 57 26.     (W)     SCALED    
 QA0185* NAVD 88     -      1912.59   (meters)    6274.9    (feet)  RESET     
 QA0185  ___________________________________________________________________
 QA0185  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 QA0185
 QA0185  VERT ORDER  -  THIRD
 QA0185
 QA0185.The horizontal coordinates were scaled from a topographic map and have
 QA0185.an estimated accuracy of +/- 6 seconds.
 QA0185
 QA0185.The orthometric height was computed from unverified reset data.
 QA0185.No vertical observational check was made to the station.
 QA0185
 QA0185.The geoid height was determined by GEOID03.
 QA0185
 QA0185;                    North         East    Units  Estimated Accuracy
 QA0185;SPC ID C     -   283,990.      423,510.      MT  (+/- 180 meters Scaled)
 QA0185
 QA0185                          SUPERSEDED SURVEY CONTROL
 QA0185
 QA0185  NGVD 29 (??/??/??) 1911.29   (m)         6270.6    (f) RESET       3  
 QA0185
 QA0185.Superseded values are not recommended for survey control.
 QA0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0185.See file dsdata.txt to determine how the superseded data were derived.
 QA0185
 QA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ631982(NAD 83)
 QA0185_MARKER: DB = BENCH MARK DISK
 QA0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0185_SP_SET: MONUMENT
 QA0185_STAMPING: F 160 RESET 1967
 QA0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0185
 QA0185  HISTORY     - Date     Condition        Report By
 QA0185  HISTORY     - 1967     MONUMENTED       CGS
 QA0185
 QA0185                          STATION DESCRIPTION
 QA0185
 QA0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 QA0185'0.9 MI W FROM STANLEY.
 QA0185'REACHED FROM THE POST OFFICE IN STANLEY GO NORTH FOR 0.1 MILE TO STATE
 QA0185'HIGHWAY 21, TURN LEFT AND GO WEST ON STATE HIGHWAY 21 FOR 0.9 MILE TO
 QA0185'THE MARK ON THE LEFT, 0.3 MILE EAST OF THE BRIDGE OVER IRON CREEK,
 QA0185'0.25 MILE WEST OF GOAT CREEK, 85 FEET SOUTHEAST OF THE SOUTH END OF A
 QA0185'CULVERT AT A SMALL CREEK, 60 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 QA0185'21, 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 1 FOOT WEST OF A METAL
 QA0185'WITNESS POST SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 QA0185'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0731 ***********************************************************************
 OZ0731  DESIGNATION -  F 161
 OZ0731  PID         -  OZ0731
 OZ0731  STATE/COUNTY-  ID/BOISE
 OZ0731  USGS QUAD   -  ARROWROCK RESERVOIR (1969)
 OZ0731
 OZ0731                         *CURRENT SURVEY CONTROL
 OZ0731  ___________________________________________________________________
 OZ0731* NAD 83(1986)-  43 40 44.     (N)    115 50 30.     (W)     SCALED    
 OZ0731* NAVD 88     -      1242.828  (meters)    4077.51   (feet)  ADJUSTED  
 OZ0731  ___________________________________________________________________
 OZ0731  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 OZ0731  DYNAMIC HT  -        1242.201 (meters)    4075.45  (feet)  COMP
 OZ0731  MODELED GRAV-     980,072.8   (mgal)                       NAVD 88
 OZ0731
 OZ0731  VERT ORDER  -  SECOND    CLASS 0
 OZ0731
 OZ0731.The horizontal coordinates were scaled from a topographic map and have
 OZ0731.an estimated accuracy of +/- 6 seconds.
 OZ0731
 OZ0731.The orthometric height was determined by differential leveling
 OZ0731.and adjusted by the National Geodetic Survey in June 1991..
 OZ0731
 OZ0731.The geoid height was determined by GEOID03.
 OZ0731
 OZ0731.The dynamic height is computed by dividing the NAVD 88
 OZ0731.geopotential number by the normal gravity value computed on the
 OZ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0731.degrees latitude (g = 980.6199 gals.).
 OZ0731
 OZ0731.The modeled gravity was interpolated from observed gravity values.
 OZ0731
 OZ0731;                    North         East    Units  Estimated Accuracy
 OZ0731;SPC ID W     -   223,520.      792,610.      MT  (+/- 180 meters Scaled)
 OZ0731
 OZ0731                          SUPERSEDED SURVEY CONTROL
 OZ0731
 OZ0731  NGVD 29 (??/??/92) 1241.734  (m)         4073.92   (f) ADJ UNCH    2 0
 OZ0731
 OZ0731.Superseded values are not recommended for survey control.
 OZ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0731.See file dsdata.txt to determine how the superseded data were derived.
 OZ0731
 OZ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ933368(NAD 83)
 OZ0731_MARKER: DB = BENCH MARK DISK
 OZ0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0731_STAMPING: F 161 1935
 OZ0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0731+STABILITY: SURFACE MOTION
 OZ0731
 OZ0731  HISTORY     - Date     Condition        Report By
 OZ0731  HISTORY     - 1935     MONUMENTED       CGS
 OZ0731
 OZ0731                          STATION DESCRIPTION
 OZ0731
 OZ0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0731'2.8 MI NW FROM COTTONWOOD RANGER STATION.
 OZ0731'ABOUT 2.8 MILES NORTHWEST ALONG THE THORNE CREEK ROAD FROM COTTONWOOD
 OZ0731'RANGER STATION, BOISE COUNTY, ABOUT 2.1 MILES SOUTHEAST OF THE DIVIDE
 OZ0731'BETWEEN COTTONWOOD AND THORNE CREEKS, ABOUT 0.2 MILE SOUTH OF A WOODEN
 OZ0731'CULVERT, 36 FEET WEST OF A 24-INCH PINE TREE BEARING A BLAZED X AT ITS
 OZ0731'WEST SIDE ABOUT 5 FEET ABOVE GROUND, AND 23 FEET WEST OF THE CENTER
 OZ0731'LINE OF THE ROAD.  A STANDARD DISK, STAMPED F 161 1935 AND SET IN THE
 OZ0731'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0473 ***********************************************************************
 OZ0473  DESIGNATION -  F 162
 OZ0473  PID         -  OZ0473
 OZ0473  STATE/COUNTY-  ID/ELMORE
 OZ0473  USGS QUAD   -  PINE (1973)
 OZ0473
 OZ0473                         *CURRENT SURVEY CONTROL
 OZ0473  ___________________________________________________________________
 OZ0473* NAD 83(1986)-  43 27 36.     (N)    115 21 38.     (W)     SCALED    
 OZ0473* NAVD 88     -      1544.443  (meters)    5067.06   (feet)  ADJUSTED  
 OZ0473  ___________________________________________________________________
 OZ0473  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 OZ0473  DYNAMIC HT  -        1543.566 (meters)    5064.18  (feet)  COMP
 OZ0473  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 OZ0473
 OZ0473  VERT ORDER  -  SECOND    CLASS 0
 OZ0473
 OZ0473.The horizontal coordinates were scaled from a topographic map and have
 OZ0473.an estimated accuracy of +/- 6 seconds.
 OZ0473
 OZ0473.The orthometric height was determined by differential leveling
 OZ0473.and adjusted by the National Geodetic Survey in June 1991..
 OZ0473
 OZ0473.The geoid height was determined by GEOID03.
 OZ0473
 OZ0473.The dynamic height is computed by dividing the NAVD 88
 OZ0473.geopotential number by the normal gravity value computed on the
 OZ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0473.degrees latitude (g = 980.6199 gals.).
 OZ0473
 OZ0473.The modeled gravity was interpolated from observed gravity values.
 OZ0473
 OZ0473;                    North         East    Units  Estimated Accuracy
 OZ0473;SPC ID W     -   199,270.      831,520.      MT  (+/- 180 meters Scaled)
 OZ0473
 OZ0473                          SUPERSEDED SURVEY CONTROL
 OZ0473
 OZ0473  NGVD 29 (??/??/92) 1543.335  (m)         5063.42   (f) ADJ UNCH    2 0
 OZ0473
 OZ0473.Superseded values are not recommended for survey control.
 OZ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0473.See file dsdata.txt to determine how the superseded data were derived.
 OZ0473
 OZ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ326132(NAD 83)
 OZ0473_MARKER: DB = BENCH MARK DISK
 OZ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0473_STAMPING: F 162 1935
 OZ0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0473+STABILITY: SURFACE MOTION
 OZ0473
 OZ0473  HISTORY     - Date     Condition        Report By
 OZ0473  HISTORY     - 1935     MONUMENTED       CGS
 OZ0473
 OZ0473                          STATION DESCRIPTION
 OZ0473
 OZ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0473'1.2 MI NW FROM LESTER CREEK RANGER STATION.
 OZ0473'ABOUT 1.2 MILES NORTHWEST ALONG THE ICE SPRING ROAD FROM LESTER CREEK
 OZ0473'RANGER STATION, ELMORE COUNTY, ABOUT 0.2 MILE NORTHWEST OF A WOODEN
 OZ0473'BRIDGE OVER LESTER CREEK, ABOUT 108 FEET SOUTH OF THE SOUTH BANK OF
 OZ0473'THE CREEK, 41 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 24 FEET
 OZ0473'NORTH OF A 4-1/2-FOOT PINE TREE.  A STANDARD DISK, STAMPED F 162 1935
 OZ0473'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0479 ***********************************************************************
 OZ0479  DESIGNATION -  F 163
 OZ0479  PID         -  OZ0479
 OZ0479  STATE/COUNTY-  ID/ELMORE
 OZ0479  USGS QUAD   -  HOUSE MOUNTAIN (1973)
 OZ0479
 OZ0479                         *CURRENT SURVEY CONTROL
 OZ0479  ___________________________________________________________________
 OZ0479* NAD 83(1986)-  43 29 51.     (N)    115 25 31.     (W)     SCALED    
 OZ0479* NAVD 88     -      1570.293  (meters)    5151.87   (feet)  ADJUSTED  
 OZ0479  ___________________________________________________________________
 OZ0479  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 OZ0479  DYNAMIC HT  -        1569.394 (meters)    5148.92  (feet)  COMP
 OZ0479  MODELED GRAV-     979,991.8   (mgal)                       NAVD 88
 OZ0479
 OZ0479  VERT ORDER  -  SECOND    CLASS 0
 OZ0479
 OZ0479.The horizontal coordinates were scaled from a topographic map and have
 OZ0479.an estimated accuracy of +/- 6 seconds.
 OZ0479
 OZ0479.The orthometric height was determined by differential leveling
 OZ0479.and adjusted by the National Geodetic Survey in June 1991..
 OZ0479
 OZ0479.The geoid height was determined by GEOID03.
 OZ0479
 OZ0479.The dynamic height is computed by dividing the NAVD 88
 OZ0479.geopotential number by the normal gravity value computed on the
 OZ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0479.degrees latitude (g = 980.6199 gals.).
 OZ0479
 OZ0479.The modeled gravity was interpolated from observed gravity values.
 OZ0479
 OZ0479;                    North         East    Units  Estimated Accuracy
 OZ0479;SPC ID W     -   203,420.      826,260.      MT  (+/- 180 meters Scaled)
 OZ0479
 OZ0479                          SUPERSEDED SURVEY CONTROL
 OZ0479
 OZ0479  NGVD 29 (??/??/92) 1569.163  (m)         5148.16   (f) ADJ UNCH    2 0
 OZ0479
 OZ0479.Superseded values are not recommended for survey control.
 OZ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0479.See file dsdata.txt to determine how the superseded data were derived.
 OZ0479
 OZ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ273172(NAD 83)
 OZ0479_MARKER: DB = BENCH MARK DISK
 OZ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0479_STAMPING: F 163 1935
 OZ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0479+STABILITY: SURFACE MOTION
 OZ0479
 OZ0479  HISTORY     - Date     Condition        Report By
 OZ0479  HISTORY     - 1935     MONUMENTED       CGS
 OZ0479  HISTORY     - 1973     GOOD             USGS
 OZ0479
 OZ0479                          STATION DESCRIPTION
 OZ0479
 OZ0479'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0479'7.2 MI NW FROM LESTER CREEK GUARD STATION.
 OZ0479'ABOUT 7.2 MILES NORTHWEST ALONG THE PRAIRIE ROAD FROM LESTER CREEK
 OZ0479'GUARD STATION, ABOUT 0.6 MILES WEST OF THE WOODEN BRIDGE OVER FALL
 OZ0479'CREEK, 205 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CORRAL, 125
 OZ0479'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK SET IN
 OZ0479'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0063 ***********************************************************************
 NU0063  DESIGNATION -  F 164
 NU0063  PID         -  NU0063
 NU0063  STATE/COUNTY-  ID/BANNOCK
 NU0063  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0063
 NU0063                         *CURRENT SURVEY CONTROL
 NU0063  ___________________________________________________________________
 NU0063* NAD 83(1986)-  42 58 43.     (N)    112 27 17.     (W)     SCALED    
 NU0063* NAVD 88     -      1359.401  (meters)    4459.97   (feet)  ADJUSTED  
 NU0063  ___________________________________________________________________
 NU0063  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 NU0063  DYNAMIC HT  -        1358.650 (meters)    4457.50  (feet)  COMP
 NU0063  MODELED GRAV-     980,020.7   (mgal)                       NAVD 88
 NU0063
 NU0063  VERT ORDER  -  FIRST     CLASS I
 NU0063
 NU0063.The horizontal coordinates were scaled from a topographic map and have
 NU0063.an estimated accuracy of +/- 6 seconds.
 NU0063
 NU0063.The orthometric height was determined by differential leveling
 NU0063.and adjusted by the National Geodetic Survey in June 1991..
 NU0063
 NU0063.The geoid height was determined by GEOID03.
 NU0063
 NU0063.The dynamic height is computed by dividing the NAVD 88
 NU0063.geopotential number by the normal gravity value computed on the
 NU0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0063.degrees latitude (g = 980.6199 gals.).
 NU0063
 NU0063.The modeled gravity was interpolated from observed gravity values.
 NU0063
 NU0063;                    North         East    Units  Estimated Accuracy
 NU0063;SPC ID E     -   145,760.      176,510.      MT  (+/- 180 meters Scaled)
 NU0063
 NU0063                          SUPERSEDED SURVEY CONTROL
 NU0063
 NU0063  NGVD 29 (08/20/92) 1358.366  (m)         4456.57   (f) ADJUSTED    1 1
 NU0063
 NU0063.Superseded values are not recommended for survey control.
 NU0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0063.See file dsdata.txt to determine how the superseded data were derived.
 NU0063
 NU0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN813594(NAD 83)
 NU0063_MARKER: DB = BENCH MARK DISK
 NU0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0063_STAMPING: F 164 1941
 NU0063_MARK LOGO: CGS   
 NU0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0063+STABILITY: SURFACE MOTION
 NU0063
 NU0063  HISTORY     - Date     Condition        Report By
 NU0063  HISTORY     - 1941     MONUMENTED       CGS
 NU0063  HISTORY     - 1960     GOOD             NGS
 NU0063  HISTORY     - 1967     GOOD             NGS
 NU0063  HISTORY     - 1983     GOOD             NGS
 NU0063
 NU0063                          STATION DESCRIPTION
 NU0063
 NU0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0063'3.6 MI S FROM FORT HALL.
 NU0063'3.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0063'FORT HALL, 60 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF AN
 NU0063'ASPHALT ROAD, 3 POLES NORTH AND ACROSS THE TRACK FROM MILEPOLE 142,
 NU0063'43.5 FEET WEST OF THE WEST RAIL, 43 FEET NORTH OF THE CENTER LINE OF
 NU0063'THE ASPHALT ROAD, 8 FEET NORTHEAST OF A FENCE CORNER, 7.7 FEET NORTH
 NU0063'OF A FENCE, 3.9 FEET EAST OF A FENCE, 1.1 FEET WEST OF A WITNESS POST,
 NU0063'ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 NU0063'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NU0063
 NU0063                          STATION RECOVERY (1967)
 NU0063
 NU0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0063'RECOVERED IN GOOD CONDITION.
 NU0063
 NU0063                          STATION RECOVERY (1983)
 NU0063
 NU0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0798 ***********************************************************************
 NU0798  DESIGNATION -  F 165
 NU0798  PID         -  NU0798
 NU0798  STATE/COUNTY-  ID/BLAINE
 NU0798  USGS QUAD   -  LAKE WALCOTT EAST (1984)
 NU0798
 NU0798                         *CURRENT SURVEY CONTROL
 NU0798  ___________________________________________________________________
 NU0798* NAD 83(1986)-  42 43 25.     (N)    113 20 57.     (W)     SCALED    
 NU0798* NAVD 88     -      1298.684  (meters)    4260.77   (feet)  ADJUSTED  
 NU0798  ___________________________________________________________________
 NU0798  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 NU0798  DYNAMIC HT  -        1297.959 (meters)    4258.39  (feet)  COMP
 NU0798  MODELED GRAV-     980,017.3   (mgal)                       NAVD 88
 NU0798
 NU0798  VERT ORDER  -  FIRST     CLASS II
 NU0798
 NU0798.The horizontal coordinates were scaled from a topographic map and have
 NU0798.an estimated accuracy of +/- 6 seconds.
 NU0798
 NU0798.The orthometric height was determined by differential leveling
 NU0798.and adjusted by the National Geodetic Survey in June 1991..
 NU0798
 NU0798.The geoid height was determined by GEOID03.
 NU0798
 NU0798.The dynamic height is computed by dividing the NAVD 88
 NU0798.geopotential number by the normal gravity value computed on the
 NU0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0798.degrees latitude (g = 980.6199 gals.).
 NU0798
 NU0798.The modeled gravity was interpolated from observed gravity values.
 NU0798
 NU0798;                    North         East    Units  Estimated Accuracy
 NU0798;SPC ID C     -   117,600.      553,300.      MT  (+/- 180 meters Scaled)
 NU0798
 NU0798                          SUPERSEDED SURVEY CONTROL
 NU0798
 NU0798  NGVD 29 (??/??/92) 1297.708  (m)         4257.56   (f) ADJ UNCH    1 2
 NU0798
 NU0798.Superseded values are not recommended for survey control.
 NU0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0798.See file dsdata.txt to determine how the superseded data were derived.
 NU0798
 NU0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN076327(NAD 83)
 NU0798_MARKER: DB = BENCH MARK DISK
 NU0798_SETTING: 66 = SET IN ROCK OUTCROP
 NU0798_SP_SET: BEDROCK
 NU0798_STAMPING: F 165 1941
 NU0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0798+STABILITY: POSITION/ELEVATION WELL
 NU0798
 NU0798  HISTORY     - Date     Condition        Report By
 NU0798  HISTORY     - 1941     MONUMENTED       CGS
 NU0798  HISTORY     - 1957     GOOD             USGS
 NU0798
 NU0798                          STATION DESCRIPTION
 NU0798
 NU0798'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0798'7.4 MI E FROM MINIDOKA.
 NU0798'IN BLAINE COUNTY, 7.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 NU0798'THE STATION AT MINIDOKA, MINIDOKA COUNTY, 2-1/2 POLES WEST OF MILEPOST
 NU0798'265, 75 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 18 FEET SOUTH OF A
 NU0798'ROW OF POLES, AND IN BEDROCK.  A STANDARD DISK, STAMPED F 165 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0459 ***********************************************************************
 SU0459  DESIGNATION -  F 166
 SU0459  PID         -  SU0459
 SU0459  STATE/COUNTY-  ID/SHOSHONE
 SU0459  USGS QUAD   -  SHEFOOT MOUNTAIN (1995)
 SU0459
 SU0459                         *CURRENT SURVEY CONTROL
 SU0459  ___________________________________________________________________
 SU0459* NAD 83(1986)-  47 21 15.     (N)    115 43 50.     (W)     SCALED    
 SU0459* NAVD 88     -       974.281  (meters)    3196.45   (feet)  ADJUSTED  
 SU0459  ___________________________________________________________________
 SU0459  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 SU0459  DYNAMIC HT  -         974.194 (meters)    3196.17  (feet)  COMP
 SU0459  MODELED GRAV-     980,490.9   (mgal)                       NAVD 88
 SU0459
 SU0459  VERT ORDER  -  SECOND    CLASS 0
 SU0459
 SU0459.The horizontal coordinates were scaled from a topographic map and have
 SU0459.an estimated accuracy of +/- 6 seconds.
 SU0459
 SU0459.The orthometric height was determined by differential leveling
 SU0459.and adjusted by the National Geodetic Survey in June 1991..
 SU0459
 SU0459.The geoid height was determined by GEOID03.
 SU0459
 SU0459.The dynamic height is computed by dividing the NAVD 88
 SU0459.geopotential number by the normal gravity value computed on the
 SU0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0459.degrees latitude (g = 980.6199 gals.).
 SU0459
 SU0459.The modeled gravity was interpolated from observed gravity values.
 SU0459
 SU0459;                    North         East    Units  Estimated Accuracy
 SU0459;SPC ID W     -   631,970.      801,470.      MT  (+/- 180 meters Scaled)
 SU0459
 SU0459                          SUPERSEDED SURVEY CONTROL
 SU0459
 SU0459  NGVD 29 (??/??/92)  973.079  (m)         3192.51   (f) ADJ UNCH    2 0
 SU0459
 SU0459.Superseded values are not recommended for survey control.
 SU0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0459.See file dsdata.txt to determine how the superseded data were derived.
 SU0459
 SU0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN958453(NAD 83)
 SU0459_MARKER: DB = BENCH MARK DISK
 SU0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0459_SP_SET: TUNNEL
 SU0459_STAMPING: F 166 1935
 SU0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0459
 SU0459  HISTORY     - Date     Condition        Report By
 SU0459  HISTORY     - 1935     MONUMENTED       CGS
 SU0459  HISTORY     - 1963     GOOD             NGS
 SU0459
 SU0459                          STATION DESCRIPTION
 SU0459
 SU0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SU0459'9.9 MI N FROM AVERY.
 SU0459'9.9 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SU0459'RAILROAD FROM THE STATION AT AVERY, 10 FEET NORTH OF THE CENTER OF THE
 SU0459'TRACKS, IN THE NORTH SIDE OF THE EAST PORTAL OF TUNNEL NO. 29, 1 FOOT
 SU0459'NORTH OF THE SOUTH SIDE OF THE TUNNEL AND 5 FEET ABOVE THE LEVEL OF
 SU0459'THE TRACKS, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0192 ***********************************************************************
 SV0192  DESIGNATION -  F 167
 SV0192  PID         -  SV0192
 SV0192  STATE/COUNTY-  ID/SHOSHONE
 SV0192  USGS QUAD   -  KELLOGG EAST (1996)
 SV0192
 SV0192                         *CURRENT SURVEY CONTROL
 SV0192  ___________________________________________________________________
 SV0192* NAD 83(1986)-  47 30 34.     (N)    116 01 11.     (W)     SCALED    
 SV0192* NAVD 88     -       753.547  (meters)    2472.26   (feet)  ADJUSTED  
 SV0192  ___________________________________________________________________
 SV0192  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 SV0192  DYNAMIC HT  -         753.531 (meters)    2472.21  (feet)  COMP
 SV0192  MODELED GRAV-     980,567.8   (mgal)                       NAVD 88
 SV0192
 SV0192  VERT ORDER  -  SECOND    CLASS 0
 SV0192
 SV0192.The horizontal coordinates were scaled from a topographic map and have
 SV0192.an estimated accuracy of +/- 6 seconds.
 SV0192
 SV0192.The orthometric height was determined by differential leveling
 SV0192.and adjusted by the National Geodetic Survey in June 1991..
 SV0192
 SV0192.The geoid height was determined by GEOID03.
 SV0192
 SV0192.The dynamic height is computed by dividing the NAVD 88
 SV0192.geopotential number by the normal gravity value computed on the
 SV0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0192.degrees latitude (g = 980.6199 gals.).
 SV0192
 SV0192.The modeled gravity was interpolated from observed gravity values.
 SV0192
 SV0192;                    North         East    Units  Estimated Accuracy
 SV0192;SPC ID W     -   649,260.      779,680.      MT  (+/- 180 meters Scaled)
 SV0192
 SV0192                          SUPERSEDED SURVEY CONTROL
 SV0192
 SV0192  NGVD 29 (??/??/92)  752.424  (m)         2468.58   (f) ADJ UNCH    2 0
 SV0192
 SV0192.Superseded values are not recommended for survey control.
 SV0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0192.See file dsdata.txt to determine how the superseded data were derived.
 SV0192
 SV0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN738622(NAD 83)
 SV0192_MARKER: DB = BENCH MARK DISK
 SV0192_SETTING: 0 = UNSPECIFIED SETTING
 SV0192_STAMPING: F-167 1935
 SV0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0192
 SV0192  HISTORY     - Date     Condition        Report By
 SV0192  HISTORY     - 1935     MONUMENTED       CGS
 SV0192  HISTORY     - 1959     MARK NOT FOUND   NGS
 SV0192
 SV0192                          STATION DESCRIPTION
 SV0192
 SV0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0192'1.3 MI W FROM OSBURN.
 SV0192'1.3 MILE WEST OF, ALONG OREGON AND WASHINGTON R.R. FROM STATION. ABOUT
 SV0192'0.1 MILE WEST OF STATION ONE MILE SIGN.  ABOUT 150 FEET SOUTH OF
 SV0192'CENTERLINE OF U.S. HWY. NO. 10.  91 FEET NORTHEAST OF NORTHEAST CORNER
 SV0192'OF OLAF JENSENS FARM HOUSE.  60 FEET SOUTHEAST OF CENTERLINE OF
 SV0192'PRIVATE RAILROAD CROSSING.  45.3 FEET SOUTH OF CENTERLINE OF OREGON
 SV0192'AND WASHINGTON RAILROAD.  33.5 FEET EAST OF EAST END OF GATE IN R/W
 SV0192'FENCE.  1.2 FT. NORTH OF R/W FENCE.  ABOUT 0.4 MILE WEST OF MILE POST
 SV0192'75.
 SV0192
 SV0192                          STATION RECOVERY (1959)
 SV0192
 SV0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SV0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0611 ***********************************************************************
 SU0611  DESIGNATION -  F 168
 SU0611  PID         -  SU0611
 SU0611  STATE/COUNTY-  ID/SHOSHONE
 SU0611  USGS QUAD   -  BURKE (1996)
 SU0611
 SU0611                         *CURRENT SURVEY CONTROL
 SU0611  ___________________________________________________________________
 SU0611* NAD 83(1986)-  47 31 20.     (N)    115 48 51.     (W)     SCALED    
 SU0611* NAVD 88     -      1149.636  (meters)    3771.76   (feet)  ADJUSTED  
 SU0611  ___________________________________________________________________
 SU0611  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 SU0611  DYNAMIC HT  -        1149.531 (meters)    3771.42  (feet)  COMP
 SU0611  MODELED GRAV-     980,481.8   (mgal)                       NAVD 88
 SU0611
 SU0611  VERT ORDER  -  SECOND    CLASS 0
 SU0611
 SU0611.The horizontal coordinates were scaled from a topographic map and have
 SU0611.an estimated accuracy of +/- 6 seconds.
 SU0611
 SU0611.The orthometric height was determined by differential leveling
 SU0611.and adjusted by the National Geodetic Survey in June 1991..
 SU0611
 SU0611.The geoid height was determined by GEOID03.
 SU0611
 SU0611.The dynamic height is computed by dividing the NAVD 88
 SU0611.geopotential number by the normal gravity value computed on the
 SU0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0611.degrees latitude (g = 980.6199 gals.).
 SU0611
 SU0611.The modeled gravity was interpolated from observed gravity values.
 SU0611
 SU0611;                    North         East    Units  Estimated Accuracy
 SU0611;SPC ID W     -   650,650.      795,170.      MT  (+/- 180 meters Scaled)
 SU0611
 SU0611                          SUPERSEDED SURVEY CONTROL
 SU0611
 SU0611  NGVD 29 (??/??/92) 1148.439  (m)         3767.84   (f) ADJ UNCH    2 0
 SU0611
 SU0611.Superseded values are not recommended for survey control.
 SU0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0611.See file dsdata.txt to determine how the superseded data were derived.
 SU0611
 SU0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN892638(NAD 83)
 SU0611_MARKER: DB = BENCH MARK DISK
 SU0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0611_SP_SET: RETAINING WALL
 SU0611_STAMPING: F 168 1935
 SU0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0611
 SU0611  HISTORY     - Date     Condition        Report By
 SU0611  HISTORY     - 1935     MONUMENTED       CGS
 SU0611  HISTORY     - 1952     GOOD             NGS
 SU0611
 SU0611                          STATION DESCRIPTION
 SU0611
 SU0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SU0611'IN BURKE.
 SU0611'AT BURKE, SHOSHONE COUNTY, 525 FEET EAST OF THE UNION PACIFIC RAILROAD
 SU0611'STATION, 35.8 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 4, 23.2
 SU0611'FEET NORTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A CONCRETE
 SU0611'RETAINING WALL, AND 120 FEET EAST OF THE WEST END OF THE WALL. A
 SU0611'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0487 ***********************************************************************
 OZ0487  DESIGNATION -  F 169
 OZ0487  PID         -  OZ0487
 OZ0487  STATE/COUNTY-  ID/ELMORE
 OZ0487  USGS QUAD   -  ANDERSON RANCH DAM (1973)
 OZ0487
 OZ0487                         *CURRENT SURVEY CONTROL
 OZ0487  ___________________________________________________________________
 OZ0487* NAD 83(1986)-  43 18 15.     (N)    115 27 07.     (W)     SCALED    
 OZ0487* NAVD 88     -      1477.088  (meters)    4846.08   (feet)  ADJUSTED  
 OZ0487  ___________________________________________________________________
 OZ0487  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 OZ0487  DYNAMIC HT  -        1476.302 (meters)    4843.50  (feet)  COMP
 OZ0487  MODELED GRAV-     980,035.6   (mgal)                       NAVD 88
 OZ0487
 OZ0487  VERT ORDER  -  SECOND    CLASS 0
 OZ0487
 OZ0487.The horizontal coordinates were scaled from a topographic map and have
 OZ0487.an estimated accuracy of +/- 6 seconds.
 OZ0487
 OZ0487.The orthometric height was determined by differential leveling
 OZ0487.and adjusted by the National Geodetic Survey in June 1991..
 OZ0487
 OZ0487.The geoid height was determined by GEOID03.
 OZ0487
 OZ0487.The dynamic height is computed by dividing the NAVD 88
 OZ0487.geopotential number by the normal gravity value computed on the
 OZ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0487.degrees latitude (g = 980.6199 gals.).
 OZ0487
 OZ0487.The modeled gravity was interpolated from observed gravity values.
 OZ0487
 OZ0487;                    North         East    Units  Estimated Accuracy
 OZ0487;SPC ID W     -   181,930.      824,180.      MT  (+/- 180 meters Scaled)
 OZ0487
 OZ0487                          SUPERSEDED SURVEY CONTROL
 OZ0487
 OZ0487  NGVD 29 (??/??/92) 1476.070  (m)         4842.74   (f) ADJ UNCH    2 0
 OZ0487
 OZ0487.Superseded values are not recommended for survey control.
 OZ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0487.See file dsdata.txt to determine how the superseded data were derived.
 OZ0487
 OZ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH255957(NAD 83)
 OZ0487_MARKER: DB = BENCH MARK DISK
 OZ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0487_STAMPING: F 169 1935
 OZ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0487+STABILITY: SURFACE MOTION
 OZ0487
 OZ0487  HISTORY     - Date     Condition        Report By
 OZ0487  HISTORY     - 1935     MONUMENTED       CGS
 OZ0487  HISTORY     - 1973     MARK NOT FOUND   USGS
 OZ0487
 OZ0487                          STATION DESCRIPTION
 OZ0487
 OZ0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0487'1.0 MI S FROM BENNETT.
 OZ0487'1.0 MILE SOUTH ALONG THE PINE ROAD FROM THE DIXIE STORE AT BENNETT,
 OZ0487'ELMORE COUNTY, ABOUT 216 FEET NORTH OF A WOODEN BRIDGE OVER THE
 OZ0487'MOUNTAIN HOME IRRIGATION CANAL, AND 27 FEET EAST OF THE CENTERLINE OF
 OZ0487'THE ROAD.  A STANDARD DISK, STAMPED F 169 1935 AND SET IN THE TOP OF A
 OZ0487'CONCRETE POST.
 OZ0487
 OZ0487                          STATION RECOVERY (1973)
 OZ0487
 OZ0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0525 ***********************************************************************
 PZ0525  DESIGNATION -  F 17
 PZ0525  PID         -  PZ0525
 PZ0525  STATE/COUNTY-  ID/LEMHI
 PZ0525  USGS QUAD   -  GOLDBUG RIDGE (1962)
 PZ0525
 PZ0525                         *CURRENT SURVEY CONTROL
 PZ0525  ___________________________________________________________________
 PZ0525* NAD 83(1986)-  44 57 20.     (N)    113 57 05.     (W)     SCALED    
 PZ0525* NAVD 88     -      1306.232  (meters)    4285.53   (feet)  ADJUSTED  
 PZ0525  ___________________________________________________________________
 PZ0525  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 PZ0525  DYNAMIC HT  -        1305.665 (meters)    4283.67  (feet)  COMP
 PZ0525  MODELED GRAV-     980,138.8   (mgal)                       NAVD 88
 PZ0525
 PZ0525  VERT ORDER  -  FIRST     CLASS II
 PZ0525
 PZ0525.The horizontal coordinates were scaled from a topographic map and have
 PZ0525.an estimated accuracy of +/- 6 seconds.
 PZ0525
 PZ0525.The orthometric height was determined by differential leveling
 PZ0525.and adjusted by the National Geodetic Survey in June 1991..
 PZ0525
 PZ0525.The geoid height was determined by GEOID03.
 PZ0525
 PZ0525.The dynamic height is computed by dividing the NAVD 88
 PZ0525.geopotential number by the normal gravity value computed on the
 PZ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0525.degrees latitude (g = 980.6199 gals.).
 PZ0525
 PZ0525.The modeled gravity was interpolated from observed gravity values.
 PZ0525
 PZ0525;                    North         East    Units  Estimated Accuracy
 PZ0525;SPC ID C     -   365,370.      503,840.      MT  (+/- 180 meters Scaled)
 PZ0525
 PZ0525                          SUPERSEDED SURVEY CONTROL
 PZ0525
 PZ0525  NGVD 29 (??/??/92) 1305.043  (m)         4281.63   (f) ADJ UNCH    1 2
 PZ0525
 PZ0525.Superseded values are not recommended for survey control.
 PZ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0525.See file dsdata.txt to determine how the superseded data were derived.
 PZ0525
 PZ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ672822(NAD 83)
 PZ0525_MARKER: DB = BENCH MARK DISK
 PZ0525_SETTING: 80 = SET IN A BOULDER
 PZ0525_SP_SET: BOULDER
 PZ0525_STAMPING: 4281.681 F 17 1933
 PZ0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0525+STABILITY: SURFACE MOTION
 PZ0525
 PZ0525  HISTORY     - Date     Condition        Report By
 PZ0525  HISTORY     - 1933     MONUMENTED       CGS
 PZ0525
 PZ0525                          STATION DESCRIPTION
 PZ0525
 PZ0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PZ0525'17.1 MI S FROM SALMON.
 PZ0525'17.1 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 PZ0525'HIGHWAY 28 AT SALMON, LEMHI COUNTY, 4.0 MILES NORTH OF THE BENJAMIN
 PZ0525'RANCH, 1.7 MILES NORTHEAST OF A WAGON BRIDGE OVER SALMON RIVER,
 PZ0525'NORTHWEST OF THE SADDLEBACK OF A RIDGE, 250 FEET WEST OF THE SOUTH END
 PZ0525'OF A TALUS SLOPE, 120 FEET SOUTH OF THE RIVER, 50 FEET NORTH OF THE
 PZ0525'BASE OF A VERTICAL STRATA OUTCROP, 45 FEET SOUTH OF THE CENTER LINE OF
 PZ0525'THE HIGHWAY, IN THE TOP OF A PARTLY BURIED QUARTZ BOULDER MARKED BY
 PZ0525'THE PAINTED LETTERS BM, AND 3 FEET HIGHER THAN THE GROUND. A STANDARD
 PZ0525'DISK, STAMPED 4281.681 F 17 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0518 ***********************************************************************
 NV0518  DESIGNATION -  F 170
 NV0518  PID         -  NV0518
 NV0518  STATE/COUNTY-  ID/OWYHEE
 NV0518  USGS QUAD   -  POT HOLE BUTTE (1981)
 NV0518
 NV0518                         *CURRENT SURVEY CONTROL
 NV0518  ___________________________________________________________________
 NV0518* NAD 83(1986)-  42 41 11.     (N)    115 30 08.     (W)     SCALED    
 NV0518* NAVD 88     -      1161.020  (meters)    3809.11   (feet)  ADJUSTED  
 NV0518  ___________________________________________________________________
 NV0518  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 NV0518  DYNAMIC HT  -        1160.405 (meters)    3807.10  (feet)  COMP
 NV0518  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 NV0518
 NV0518  VERT ORDER  -  SECOND    CLASS 0
 NV0518
 NV0518.The horizontal coordinates were scaled from a topographic map and have
 NV0518.an estimated accuracy of +/- 6 seconds.
 NV0518
 NV0518.The orthometric height was determined by differential leveling
 NV0518.and adjusted by the National Geodetic Survey in June 1991..
 NV0518
 NV0518.The geoid height was determined by GEOID03.
 NV0518
 NV0518.The dynamic height is computed by dividing the NAVD 88
 NV0518.geopotential number by the normal gravity value computed on the
 NV0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0518.degrees latitude (g = 980.6199 gals.).
 NV0518
 NV0518.The modeled gravity was interpolated from observed gravity values.
 NV0518
 NV0518;                    North         East    Units  Estimated Accuracy
 NV0518;SPC ID W     -   113,290.      820,310.      MT  (+/- 180 meters Scaled)
 NV0518
 NV0518                          SUPERSEDED SURVEY CONTROL
 NV0518
 NV0518  NGVD 29 (??/??/92) 1160.081  (m)         3806.03   (f) ADJ UNCH    2 0
 NV0518
 NV0518.Superseded values are not recommended for survey control.
 NV0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0518.See file dsdata.txt to determine how the superseded data were derived.
 NV0518
 NV0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH227270(NAD 83)
 NV0518_MARKER: DB = BENCH MARK DISK
 NV0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0518_STAMPING: F 170 1935
 NV0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0518+STABILITY: SURFACE MOTION
 NV0518
 NV0518  HISTORY     - Date     Condition        Report By
 NV0518  HISTORY     - 1935     MONUMENTED       CGS
 NV0518  HISTORY     - 1975     GOOD             USGS
 NV0518
 NV0518                          STATION DESCRIPTION
 NV0518
 NV0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0518'15.2 MI SE FROM HOT SPRING.
 NV0518'ABOUT 15.2 MILES SOUTHEAST ALONG THE CASTLEFORD ROAD FROM THE HOT
 NV0518'SPRING BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 5.4 MILES SOUTHWEST
 NV0518'OF SAILOR CAP BUTTE, AT THE JUNCTION OF A ROAD LEADING TO SAILOR CAP
 NV0518'BUTTE, HOT SPRING AND WINTER CAMPS, 45 FEET SOUTH OF THE CENTER LINE
 NV0518'OF THE CASTLEFORD ROAD, S. 89 DEG 08 MIN. W. FROM THE HIGHEST POINT OF
 NV0518'PENCE BUTTE, S. 19 DEG 40 MIN. FROM THE CAIRN ON POT HOLE BUTTE, AND
 NV0518'S. 43 DEG 26 MIN. W. FROM THE LARGE CAP CAIRN IN A SADDLE ABOUT 0.2
 NV0518'MILE SOUTHWEST OF SAILOR CAP BUTTE.  A STANDARD DISK, STAMPED F 170
 NV0518'1935 AND SET IN THE TOP OF A CONCRETE POST.
 NV0518
 NV0518                          STATION RECOVERY (1975)
 NV0518
 NV0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0518'1.6 MI W. ON STATE HWY. 78 FROM INDIAN COVE BRIDGE OVER THE SNAKE
 NV0518'RIVER, THEN LEFT (S) ON GRADED RD. FOR 1.9 MI TO A Y-RD., THEN RIGHT
 NV0518'(S) FOR 0.9 MI TO Y-RD., THEN LEFT FOR 12.85 MI TO SIDEROAD ON RIGHT,
 NV0518'THEN STRAIGHT AHEAD (SE) FOR 0.75 MI TO Y-RD., THEN RIGHT (SE) ON
 NV0518'BLADED RD. FOR 2.4 MI TO REVERSE Y ON LEFT, THEN STRAIGHT AHEAD (SW)
 NV0518'FOR 1.75 MI TO A T-RD. BENCH MARK IS LOCATED 75 FT SW. OF CENTERLINE
 NV0518'OF T-RD. AND 55 FT SW. OF CENTERLINE RD., ABOUT 0.35 MI N. OF THE S.
 NV0518'1/4 CORNER OF SEC. 34, T. 8 S., R. 8 E., ON A 6 INCH SQUARE CONCRETE
 NV0518'POST WHICH PROJECTS 0.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0547 ***********************************************************************
 NV0547  DESIGNATION -  F 171
 NV0547  PID         -  NV0547
 NV0547  STATE/COUNTY-  ID/OWYHEE
 NV0547  USGS QUAD   -  NOTCH BUTTE (1980)
 NV0547
 NV0547                         *CURRENT SURVEY CONTROL
 NV0547  ___________________________________________________________________
 NV0547* NAD 83(1986)-  42 38 56.     (N)    115 07 56.     (W)     SCALED    
 NV0547* NAVD 88     -      1071.073  (meters)    3514.01   (feet)  ADJUSTED  
 NV0547  ___________________________________________________________________
 NV0547  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 NV0547  DYNAMIC HT  -        1070.509 (meters)    3512.16  (feet)  COMP
 NV0547  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 NV0547
 NV0547  VERT ORDER  -  SECOND    CLASS 0
 NV0547
 NV0547.The horizontal coordinates were scaled from a topographic map and have
 NV0547.an estimated accuracy of +/- 6 seconds.
 NV0547
 NV0547.The orthometric height was determined by differential leveling
 NV0547.and adjusted by the National Geodetic Survey in June 1991..
 NV0547
 NV0547.The geoid height was determined by GEOID03.
 NV0547
 NV0547.The dynamic height is computed by dividing the NAVD 88
 NV0547.geopotential number by the normal gravity value computed on the
 NV0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0547.degrees latitude (g = 980.6199 gals.).
 NV0547
 NV0547.The modeled gravity was interpolated from observed gravity values.
 NV0547
 NV0547;                    North         East    Units  Estimated Accuracy
 NV0547;SPC ID W     -   109,280.      850,660.      MT  (+/- 180 meters Scaled)
 NV0547
 NV0547                          SUPERSEDED SURVEY CONTROL
 NV0547
 NV0547  NGVD 29 (??/??/92) 1070.171  (m)         3511.05   (f) ADJ UNCH    2 0
 NV0547
 NV0547.Superseded values are not recommended for survey control.
 NV0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0547.See file dsdata.txt to determine how the superseded data were derived.
 NV0547
 NV0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH531235(NAD 83)
 NV0547_MARKER: DB = BENCH MARK DISK
 NV0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0547_STAMPING: F 171 1935
 NV0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0547+STABILITY: SURFACE MOTION
 NV0547
 NV0547  HISTORY     - Date     Condition        Report By
 NV0547  HISTORY     - 1935     MONUMENTED       CGS
 NV0547  HISTORY     - 1975     GOOD             USGS
 NV0547
 NV0547                          STATION DESCRIPTION
 NV0547
 NV0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0547'41.7 MI E FROM HOT SPRING.
 NV0547'ABOUT 41.7 MILES EAST ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING
 NV0547'BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 26.1 MILES WEST OF
 NV0547'CASTLEFORD, ABOUT 30.4 MILES SOUTHEAST OF GLENNS FERRY, ABOUT 3.5
 NV0547'MILES EAST OF THE NOTCH IN NOTCH BUTTE, NORTH OF THE SADDLE OF AN
 NV0547'EAST-AND-WEST RIDGE, ON GROUND SLOPING TO THE NORTH, AND 36 FEET SOUTH
 NV0547'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED F 171 1935
 NV0547'AND SET IN THE TOP OF A CONCRETE POST.
 NV0547
 NV0547                          STATION RECOVERY (1975)
 NV0547
 NV0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0547'FROM CASTLEFORD. 2.8 MILES WEST AND 1.0 MILE NORTH TO RD X-ING, THEN
 NV0547'LEFT (W) FOR 2.8 MILES TO RD Y AT END OF PAVEMENT, THEN RIGHT (N) ON
 NV0547'MAIN ROAD FOR 4.8 MILES TO RD X-ING, THEN LEFT (W) ON MAIN ROAD FOR
 NV0547'4.9 MILES TO ROAD X-ING, THEN RIGHT (N) ON GRAVEL ROAD FOR 1.0 MILE N
 NV0547'AND 0.5 MILE W TO END OF GRAVEL AT RANCH DRIVEWAY, THEN CONTINUE WEST
 NV0547'ON DIRT ROAD FOR 1.0 MILE W, 0.5 MILE N AND 1.3 MILE WESTERLY TO
 NV0547'JUNCTION WITH TRACK ROAD, THEN NW ON TRACK ROAD FOR 0.75 MILE TO BM
 NV0547'ON LEFT, LOCATED ABOUT 0.2 S OF THE N 1/4 COR OF S 14/T9S/R11E 200 FT
 NV0547'EAST OF A DIM RD Y, 32 FT S OF CL RD ON 6 IN. SQ CONCRETE POST WHICH
 NV0547'PROJECTS 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0850 ***********************************************************************
 RZ0850  DESIGNATION -  F 172
 RZ0850  PID         -  RZ0850
 RZ0850  STATE/COUNTY-  ID/LATAH
 RZ0850  USGS QUAD   -  PALOUSE (1975)
 RZ0850
 RZ0850                         *CURRENT SURVEY CONTROL
 RZ0850  ___________________________________________________________________
 RZ0850* NAD 83(1986)-  46 54 25.     (N)    117 00 27.     (W)     SCALED    
 RZ0850* NAVD 88     -       748.902  (meters)    2457.02   (feet)  ADJUSTED  
 RZ0850  ___________________________________________________________________
 RZ0850  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 RZ0850  DYNAMIC HT  -         748.845 (meters)    2456.84  (feet)  COMP
 RZ0850  MODELED GRAV-     980,514.4   (mgal)                       NAVD 88
 RZ0850
 RZ0850  VERT ORDER  -  SECOND    CLASS 0
 RZ0850
 RZ0850.The horizontal coordinates were scaled from a topographic map and have
 RZ0850.an estimated accuracy of +/- 6 seconds.
 RZ0850
 RZ0850.The orthometric height was determined by differential leveling
 RZ0850.and adjusted by the National Geodetic Survey in June 1991..
 RZ0850
 RZ0850.The geoid height was determined by GEOID03.
 RZ0850
 RZ0850.The dynamic height is computed by dividing the NAVD 88
 RZ0850.geopotential number by the normal gravity value computed on the
 RZ0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0850.degrees latitude (g = 980.6199 gals.).
 RZ0850
 RZ0850.The modeled gravity was interpolated from observed gravity values.
 RZ0850
 RZ0850;                    North         East    Units  Estimated Accuracy
 RZ0850;SPC ID W     -   583,020.      704,200.      MT  (+/- 180 meters Scaled)
 RZ0850
 RZ0850                          SUPERSEDED SURVEY CONTROL
 RZ0850
 RZ0850  NGVD 29 (??/??/92)  747.778  (m)         2453.34   (f) ADJ UNCH    2 0
 RZ0850
 RZ0850.Superseded values are not recommended for survey control.
 RZ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0850.See file dsdata.txt to determine how the superseded data were derived.
 RZ0850
 RZ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM994948(NAD 83)
 RZ0850_MARKER: DB = BENCH MARK DISK
 RZ0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0850_STAMPING: F 172 1935
 RZ0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0850+STABILITY: SURFACE MOTION
 RZ0850
 RZ0850  HISTORY     - Date     Condition        Report By
 RZ0850  HISTORY     - 1935     MONUMENTED       CGS
 RZ0850
 RZ0850                          STATION DESCRIPTION
 RZ0850
 RZ0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0850'4.3 MI E FROM PALOUSE, WA.
 RZ0850'IN LATAH COUNTY, 4.3 MILES EAST ALONG THE WASHINGTON, IDAHO AND
 RZ0850'MONTANA RAILWAY FROM THE STATION AT PALOUSE, 2 1/2 POLES WEST OF
 RZ0850'MILEPOST 5, 200 FEET SOUTHEAST OF THE WAITING SHED AT WELLESLEY, 61
 RZ0850'FEET SOUTHWEST OF A ROAD CROSSING, 49 FEET SOUTH OF THE CENTERLINE OF
 RZ0850'THE TRACK, 26.6 FEET SOUTHEAST OF A POWER-LINE POLE, AND 2 FEET
 RZ0850'NORTHWEST OF A RIGHT-OF-WAY FENCE CORNER.  SET IN THE TOP OF A
 RZ0850'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1199 ***********************************************************************
 NU1199  DESIGNATION -  F 175
 NU1199  PID         -  NU1199
 NU1199  STATE/COUNTY-  ID/CASSIA
 NU1199  USGS QUAD   -  RUPERT (1976)
 NU1199
 NU1199                         *CURRENT SURVEY CONTROL
 NU1199  ___________________________________________________________________
 NU1199* NAD 83(1986)-  42 31 06.     (N)    113 44 20.     (W)     SCALED    
 NU1199* NAVD 88     -      1274.392  (meters)    4181.07   (feet)  ADJUSTED  
 NU1199  ___________________________________________________________________
 NU1199  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NU1199  DYNAMIC HT  -        1273.651 (meters)    4178.64  (feet)  COMP
 NU1199  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 NU1199
 NU1199  VERT ORDER  -  SECOND    CLASS 0
 NU1199
 NU1199.The horizontal coordinates were scaled from a topographic map and have
 NU1199.an estimated accuracy of +/- 6 seconds.
 NU1199
 NU1199.The orthometric height was determined by differential leveling
 NU1199.and adjusted by the National Geodetic Survey in June 1991..
 NU1199
 NU1199.The geoid height was determined by GEOID03.
 NU1199
 NU1199.The dynamic height is computed by dividing the NAVD 88
 NU1199.geopotential number by the normal gravity value computed on the
 NU1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1199.degrees latitude (g = 980.6199 gals.).
 NU1199
 NU1199.The modeled gravity was interpolated from observed gravity values.
 NU1199
 NU1199;                    North         East    Units  Estimated Accuracy
 NU1199;SPC ID C     -    94,630.      521,460.      MT  (+/- 180 meters Scaled)
 NU1199
 NU1199                          SUPERSEDED SURVEY CONTROL
 NU1199
 NU1199  NGVD 29 (??/??/92) 1273.419  (m)         4177.88   (f) ADJ UNCH    2 0
 NU1199
 NU1199.Superseded values are not recommended for survey control.
 NU1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1199.See file dsdata.txt to determine how the superseded data were derived.
 NU1199
 NU1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN750109(NAD 83)
 NU1199_MARKER: DD = SURVEY DISK
 NU1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1199_STAMPING: USBM F 175 RPPT STA 121+05.7
 NU1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1199+STABILITY: SURFACE MOTION
 NU1199
 NU1199  HISTORY     - Date     Condition        Report By
 NU1199  HISTORY     - UNK      MONUMENTED       CGS
 NU1199  HISTORY     - 1935     GOOD             NGS
 NU1199
 NU1199                          STATION DESCRIPTION
 NU1199
 NU1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1199'3.5 MI E FROM BURLEY.
 NU1199'3.5 MILES EAST ALONG U. S. HIGHWAY 30 S FROM THE CITY HALL AT BURLEY,
 NU1199'CASSIA COUNTY, AND 41 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. AN
 NU1199'IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED USBM F 175
 NU1199'RPPT STA 121+05.7 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1222 ***********************************************************************
 NU1222  DESIGNATION -  F 176
 NU1222  PID         -  NU1222
 NU1222  STATE/COUNTY-  ID/CASSIA
 NU1222  USGS QUAD   -  RUPERT SE (1978)
 NU1222
 NU1222                         *CURRENT SURVEY CONTROL
 NU1222  ___________________________________________________________________
 NU1222* NAD 83(1986)-  42 31 21.     (N)    113 36 11.     (W)     SCALED    
 NU1222* NAVD 88     -      1291.154  (meters)    4236.06   (feet)  ADJUSTED  
 NU1222  ___________________________________________________________________
 NU1222  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 NU1222  DYNAMIC HT  -        1290.414 (meters)    4233.63  (feet)  COMP
 NU1222  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 NU1222
 NU1222  VERT ORDER  -  SECOND    CLASS 0
 NU1222
 NU1222.The horizontal coordinates were scaled from a topographic map and have
 NU1222.an estimated accuracy of +/- 6 seconds.
 NU1222
 NU1222.The orthometric height was determined by differential leveling
 NU1222.and adjusted by the National Geodetic Survey in June 1991..
 NU1222
 NU1222.The geoid height was determined by GEOID03.
 NU1222
 NU1222.The dynamic height is computed by dividing the NAVD 88
 NU1222.geopotential number by the normal gravity value computed on the
 NU1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1222.degrees latitude (g = 980.6199 gals.).
 NU1222
 NU1222.The modeled gravity was interpolated from observed gravity values.
 NU1222
 NU1222;                    North         East    Units  Estimated Accuracy
 NU1222;SPC ID C     -    95,130.      532,620.      MT  (+/- 180 meters Scaled)
 NU1222
 NU1222                          SUPERSEDED SURVEY CONTROL
 NU1222
 NU1222  NGVD 29 (??/??/92) 1290.184  (m)         4232.88   (f) ADJ UNCH    2 0
 NU1222
 NU1222.Superseded values are not recommended for survey control.
 NU1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1222.See file dsdata.txt to determine how the superseded data were derived.
 NU1222
 NU1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN861110(NAD 83)
 NU1222_MARKER: DD = SURVEY DISK
 NU1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1222_STAMPING: USBM F 176 STA 489+80.6
 NU1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1222+STABILITY: SURFACE MOTION
 NU1222
 NU1222  HISTORY     - Date     Condition        Report By
 NU1222  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1222  HISTORY     - 1935     GOOD             NGS
 NU1222
 NU1222                          STATION DESCRIPTION
 NU1222
 NU1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1222'9.7 MI W FROM COTTEREL.
 NU1222'9.7 MILES WEST ALONG U. S. HIGHWAY 30 S FROM COTTEREL, CASSIA COUNTY
 NU1222'79 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 54 FEET NORTH OF THE
 NU1222'CENTERLINE OF THE UNION PACIFIC TRACK, AND IN THE RIGHT-OF-WAY FENCE
 NU1222'CORNER.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED
 NU1222'USBM F 176 STA 489+80.6 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1245 ***********************************************************************
 NU1245  DESIGNATION -  F 177
 NU1245  PID         -  NU1245
 NU1245  STATE/COUNTY-  ID/CASSIA
 NU1245  USGS QUAD   -  RUPERT SE (1978)
 NU1245
 NU1245                         *CURRENT SURVEY CONTROL
 NU1245  ___________________________________________________________________
 NU1245* NAD 83(1986)-  42 32 05.     (N)    113 32 53.     (W)     SCALED    
 NU1245* NAVD 88     -      1317.094  (meters)    4321.17   (feet)  ADJUSTED  
 NU1245  ___________________________________________________________________
 NU1245  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1245  DYNAMIC HT  -        1316.339 (meters)    4318.69  (feet)  COMP
 NU1245  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 NU1245
 NU1245  VERT ORDER  -  SECOND    CLASS 0
 NU1245
 NU1245.The horizontal coordinates were scaled from a topographic map and have
 NU1245.an estimated accuracy of +/- 6 seconds.
 NU1245
 NU1245.The orthometric height was determined by differential leveling
 NU1245.and adjusted by the National Geodetic Survey in June 1991..
 NU1245
 NU1245.The geoid height was determined by GEOID03.
 NU1245
 NU1245.The dynamic height is computed by dividing the NAVD 88
 NU1245.geopotential number by the normal gravity value computed on the
 NU1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1245.degrees latitude (g = 980.6199 gals.).
 NU1245
 NU1245.The modeled gravity was interpolated from observed gravity values.
 NU1245
 NU1245;                    North         East    Units  Estimated Accuracy
 NU1245;SPC ID C     -    96,510.      537,130.      MT  (+/- 180 meters Scaled)
 NU1245
 NU1245                          SUPERSEDED SURVEY CONTROL
 NU1245
 NU1245  NGVD 29 (??/??/92) 1316.12   (m)         4318.0    (f) COMPUTED    2 0
 NU1245
 NU1245.Superseded values are not recommended for survey control.
 NU1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1245.See file dsdata.txt to determine how the superseded data were derived.
 NU1245
 NU1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN907122(NAD 83)
 NU1245_MARKER: DD = SURVEY DISK
 NU1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1245_STAMPING: USBM F 177
 NU1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1245+STABILITY: SURFACE MOTION
 NU1245
 NU1245  HISTORY     - Date     Condition        Report By
 NU1245  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1245  HISTORY     - 1935     GOOD             NGS
 NU1245
 NU1245                          STATION DESCRIPTION
 NU1245
 NU1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1245'6.2 MI W FROM COTTEREL.
 NU1245'6.2 MILES WEST OF AND ALONG US HWY NO. 30S 50 FEET NORTH OF CENTER OF
 NU1245'HIGHWAY IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1246 ***********************************************************************
 NU1246  DESIGNATION -  F 177 RESET
 NU1246  PID         -  NU1246
 NU1246  STATE/COUNTY-  ID/CASSIA
 NU1246  USGS QUAD   -  RUPERT SE (1978)
 NU1246
 NU1246                         *CURRENT SURVEY CONTROL
 NU1246  ___________________________________________________________________
 NU1246* NAD 83(1986)-  42 32 05.     (N)    113 32 53.     (W)     SCALED    
 NU1246* NAVD 88     -      1317.038  (meters)    4320.98   (feet)  ADJUSTED  
 NU1246  ___________________________________________________________________
 NU1246  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1246  DYNAMIC HT  -        1316.283 (meters)    4318.51  (feet)  COMP
 NU1246  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 NU1246
 NU1246  VERT ORDER  -  SECOND    CLASS 0
 NU1246
 NU1246.The horizontal coordinates were scaled from a topographic map and have
 NU1246.an estimated accuracy of +/- 6 seconds.
 NU1246
 NU1246.The orthometric height was determined by differential leveling
 NU1246.and adjusted by the National Geodetic Survey in June 1991..
 NU1246
 NU1246.The geoid height was determined by GEOID03.
 NU1246
 NU1246.The dynamic height is computed by dividing the NAVD 88
 NU1246.geopotential number by the normal gravity value computed on the
 NU1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1246.degrees latitude (g = 980.6199 gals.).
 NU1246
 NU1246.The modeled gravity was interpolated from observed gravity values.
 NU1246
 NU1246;                    North         East    Units  Estimated Accuracy
 NU1246;SPC ID C     -    96,510.      537,130.      MT  (+/- 180 meters Scaled)
 NU1246
 NU1246                          SUPERSEDED SURVEY CONTROL
 NU1246
 NU1246  NGVD 29 (??/??/92) 1316.067  (m)         4317.80   (f) ADJ UNCH    2 0
 NU1246
 NU1246.Superseded values are not recommended for survey control.
 NU1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1246.See file dsdata.txt to determine how the superseded data were derived.
 NU1246
 NU1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN907122(NAD 83)
 NU1246_MARKER: DD = SURVEY DISK
 NU1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1246_STAMPING: SEE TEXT
 NU1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1246+STABILITY: SURFACE MOTION
 NU1246
 NU1246  HISTORY     - Date     Condition        Report By
 NU1246  HISTORY     - 1951     MONUMENTED       IDPWD
 NU1246  HISTORY     - 1958     GOOD             NGS
 NU1246  HISTORY     - 1964     POOR             USGS
 NU1246
 NU1246                          STATION DESCRIPTION
 NU1246
 NU1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU1246'4.2 MI E FROM DECLO.
 NU1246'4.2 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF STATE
 NU1246'HIGHWAY 77 AT DECLO, 0.3 MILE SOUTHEAST OF MILEPOST 251, 0.1 MILE EAST
 NU1246'OF THE T JUNCTION OF A GRAVEL ROAD NORTH, 60 FEET NORTHWEST OF THE
 NU1246'CENTER LINE OF THE HIGHWAY, 9 1/2 FEET NORTHWEST OF A FENCE, ABOUT 2
 NU1246'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 NU1246'PROJECTING 1/2 FOOT ABOVE THE GROUND.  NOTE-- THIS BM APPEARS TO HAVE
 NU1246'BEEN STRUCK BY SOME LARGE OBJECT AS IF THE CONCRETE POST IS BROKEN OFF
 NU1246'AND STEEL REINFORCING WIRES BENT AT RIGHT ANGLES. STAMPED R.P.P.O.T.
 NU1246'648+00.0 USBM F 177 RESET 1951 OFF. 60.0.
 NU1246
 NU1246                          STATION RECOVERY (1964)
 NU1246
 NU1246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NU1246'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0942 ***********************************************************************
 NU0942  DESIGNATION -  F 178
 NU0942  PID         -  NU0942
 NU0942  STATE/COUNTY-  ID/CASSIA
 NU0942  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0942
 NU0942                         *CURRENT SURVEY CONTROL
 NU0942  ___________________________________________________________________
 NU0942* NAD 83(1986)-  42 31 18.     (N)    113 26 46.     (W)     SCALED    
 NU0942* NAVD 88     -      1376.316  (meters)    4515.46   (feet)  ADJUSTED  
 NU0942  ___________________________________________________________________
 NU0942  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU0942  DYNAMIC HT  -        1375.476 (meters)    4512.71  (feet)  COMP
 NU0942  MODELED GRAV-     979,962.5   (mgal)                       NAVD 88
 NU0942
 NU0942  VERT ORDER  -  SECOND    CLASS 0
 NU0942
 NU0942.The horizontal coordinates were scaled from a topographic map and have
 NU0942.an estimated accuracy of +/- 6 seconds.
 NU0942
 NU0942.The orthometric height was determined by differential leveling
 NU0942.and adjusted by the National Geodetic Survey in June 1991..
 NU0942
 NU0942.The geoid height was determined by GEOID03.
 NU0942
 NU0942.The dynamic height is computed by dividing the NAVD 88
 NU0942.geopotential number by the normal gravity value computed on the
 NU0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0942.degrees latitude (g = 980.6199 gals.).
 NU0942
 NU0942.The modeled gravity was interpolated from observed gravity values.
 NU0942
 NU0942;                    North         East    Units  Estimated Accuracy
 NU0942;SPC ID C     -    95,110.      545,510.      MT  (+/- 180 meters Scaled)
 NU0942
 NU0942                          SUPERSEDED SURVEY CONTROL
 NU0942
 NU0942  NGVD 29 (??/??/92) 1375.293  (m)         4512.11   (f) ADJ UNCH    2 0
 NU0942
 NU0942.Superseded values are not recommended for survey control.
 NU0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0942.See file dsdata.txt to determine how the superseded data were derived.
 NU0942
 NU0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN990105(NAD 83)
 NU0942_MARKER: DD = SURVEY DISK
 NU0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0942_STAMPING: R.P.P.O.T. 945+19.8 USBM F 178 OFF. 50.0
 NU0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0942+STABILITY: SURFACE MOTION
 NU0942
 NU0942  HISTORY     - Date     Condition        Report By
 NU0942  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0942  HISTORY     - 1960     GOOD             NGS
 NU0942  HISTORY     - 1980     MARK NOT FOUND   USGS
 NU0942
 NU0942                          STATION DESCRIPTION
 NU0942
 NU0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0942'9.7 MI E FROM DECLO.
 NU0942'AND 0.8 MILE SOUTHWARD ALONG HIGHWAY FROM THE STATION, 61 FEET
 NU0942'NORTHEAST FROM THE CENTER OF THE HIGHWAY, AND 1 FOOT INSIDE THE RIGHT
 NU0942'OF WAY FENCE, SET IN A PRECAST CONCRETE POST PROJECTING 8 INCHES.
 NU0942'NOTE-- THE AZIMUTH MARK FOR TRIANGULATION STATION IDA 80-132.
 NU0942
 NU0942                          STATION RECOVERY (1980)
 NU0942
 NU0942'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NU0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0601 ***********************************************************************
 NU0601  DESIGNATION -  F 179
 NU0601  PID         -  NU0601
 NU0601  STATE/COUNTY-  ID/POWER
 NU0601  USGS QUAD   -  FLATIRON HILL (1971)
 NU0601
 NU0601                         *CURRENT SURVEY CONTROL
 NU0601  ___________________________________________________________________
 NU0601* NAD 83(1986)-  42 42 57.     (N)    112 36 25.     (W)     SCALED    
 NU0601* NAVD 88     -      1423.296  (meters)    4669.60   (feet)  ADJUSTED  
 NU0601  ___________________________________________________________________
 NU0601  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 NU0601  DYNAMIC HT  -        1422.455 (meters)    4666.84  (feet)  COMP
 NU0601  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 NU0601
 NU0601  VERT ORDER  -  SECOND    CLASS 0
 NU0601
 NU0601.The horizontal coordinates were scaled from a topographic map and have
 NU0601.an estimated accuracy of +/- 6 seconds.
 NU0601
 NU0601.The orthometric height was determined by differential leveling
 NU0601.and adjusted by the National Geodetic Survey in June 1991..
 NU0601
 NU0601.The geoid height was determined by GEOID03.
 NU0601
 NU0601.The dynamic height is computed by dividing the NAVD 88
 NU0601.geopotential number by the normal gravity value computed on the
 NU0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0601.degrees latitude (g = 980.6199 gals.).
 NU0601
 NU0601.The modeled gravity was interpolated from observed gravity values.
 NU0601
 NU0601;                    North         East    Units  Estimated Accuracy
 NU0601;SPC ID E     -   116,630.      163,940.      MT  (+/- 180 meters Scaled)
 NU0601
 NU0601                          SUPERSEDED SURVEY CONTROL
 NU0601
 NU0601  NGVD 29 (??/??/92) 1422.244  (m)         4666.15   (f) ADJ UNCH    2 0
 NU0601
 NU0601.Superseded values are not recommended for survey control.
 NU0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0601.See file dsdata.txt to determine how the superseded data were derived.
 NU0601
 NU0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN684305(NAD 83)
 NU0601_MARKER: DB = BENCH MARK DISK
 NU0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0601_STAMPING: F 179 1935
 NU0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0601+STABILITY: SURFACE MOTION
 NU0601
 NU0601  HISTORY     - Date     Condition        Report By
 NU0601  HISTORY     - 1935     MONUMENTED       CGS
 NU0601  HISTORY     - 1938     GOOD             NGS
 NU0601  HISTORY     - 1969     MARK NOT FOUND   USGS
 NU0601
 NU0601                          STATION DESCRIPTION
 NU0601
 NU0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0601'11.8 MI N FROM PAULINE.
 NU0601'11.8 MILES NORTH ALONG THE SCHILLER ROAD FROM PAULINE, POWER COUNTY,
 NU0601'AT THE JUNCTION OF A ROAD LEADING WEST, 87 FEET WEST OF THE CENTERLINE
 NU0601'OF THE SCHILLER ROAD, 27 FEET NORTH OF THE CENTERLINE OF THE SIDE
 NU0601'ROAD, AND 30 FEET WEST OF A RUDEEN RANCH 6 MILES SIGN.  A STANDARD
 NU0601'DISK, STAMPED F 179 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NU0601
 NU0601                          STATION RECOVERY (1969)
 NU0601
 NU0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NU0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0538 ***********************************************************************
 PZ0538  DESIGNATION -  F 18
 PZ0538  PID         -  PZ0538
 PZ0538  STATE/COUNTY-  ID/LEMHI
 PZ0538  USGS QUAD   -  LEMHI (1989)
 PZ0538
 PZ0538                         *CURRENT SURVEY CONTROL
 PZ0538  ___________________________________________________________________
 PZ0538* NAD 83(1986)-  44 48 08.     (N)    113 34 04.     (W)     SCALED    
 PZ0538* NAVD 88     -      1639.157  (meters)    5377.80   (feet)  ADJUSTED  
 PZ0538  ___________________________________________________________________
 PZ0538  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 PZ0538  DYNAMIC HT  -        1638.322 (meters)    5375.06  (feet)  COMP
 PZ0538  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 PZ0538
 PZ0538  VERT ORDER  -  FIRST     CLASS II
 PZ0538
 PZ0538.The horizontal coordinates were scaled from a topographic map and have
 PZ0538.an estimated accuracy of +/- 6 seconds.
 PZ0538
 PZ0538.The orthometric height was determined by differential leveling
 PZ0538.and adjusted by the National Geodetic Survey in June 1991..
 PZ0538
 PZ0538.The geoid height was determined by GEOID03.
 PZ0538
 PZ0538.The dynamic height is computed by dividing the NAVD 88
 PZ0538.geopotential number by the normal gravity value computed on the
 PZ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0538.degrees latitude (g = 980.6199 gals.).
 PZ0538
 PZ0538.The modeled gravity was interpolated from observed gravity values.
 PZ0538
 PZ0538;                    North         East    Units  Estimated Accuracy
 PZ0538;SPC ID C     -   348,420.      534,200.      MT  (+/- 180 meters Scaled)
 PZ0538
 PZ0538                          SUPERSEDED SURVEY CONTROL
 PZ0538
 PZ0538  NGVD 29 (??/??/92) 1637.860  (m)         5373.55   (f) ADJ UNCH    1 2
 PZ0538
 PZ0538.Superseded values are not recommended for survey control.
 PZ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0538.See file dsdata.txt to determine how the superseded data were derived.
 PZ0538
 PZ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ969641(NAD 83)
 PZ0538_MARKER: DB = BENCH MARK DISK
 PZ0538_SETTING: 0 = UNSPECIFIED SETTING
 PZ0538_STAMPING: 5373.585 F 18 1933
 PZ0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0538
 PZ0538  HISTORY     - Date     Condition        Report By
 PZ0538  HISTORY     - 1933     MONUMENTED       CGS
 PZ0538  HISTORY     - 1956     GOOD             USGS
 PZ0538  HISTORY     - 20010430 GOOD             IDTD
 PZ0538
 PZ0538                          STATION DESCRIPTION
 PZ0538
 PZ0538'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0538'13.4 MI NW FROM LEADORE.
 PZ0538'FROM ITS JUNCTION WITH HIGHWAY 93 AT SALMON, IDAHO, 32.6 MILES SE
 PZ0538'ALONG HIGHWAY 28 TOWARD LEADORE, 4.6 MI. SE OF LEMHI P.O., 13.4 MI. NW
 PZ0538'OF LEADORE, 60 FEET NW OF A GATE ON N. RIGHT-OF-WAY FENCE, 20 FEET
 PZ0538'INSIDE FENCE, A STANDARD DISK.  NOTE-- 60 FEET EAST OF PROPOSED HWY.
 PZ0538'STA. 1687+70, PROPOSED PROJECT-- F-6412 (501).
 PZ0538
 PZ0538                          STATION RECOVERY (2001)
 PZ0538
 PZ0538'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 PZ0538'AT MP. 103.655 ON SH-28, THE MARK IS 21.9 M. NORTHEAST OF PAINTED
 PZ0538'CENTERLINE AND IN THE NORTHWEST CORNER OF THE MCFARLAND RECREATION
 PZ0538'SITE AND 8.3 M. SOUTHEAST OF A FENCE CORNER. THE MARK IS 30 CM.
 PZ0538'EXPOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0669 ***********************************************************************
 NU0669  DESIGNATION -  F 180
 NU0669  PID         -  NU0669
 NU0669  STATE/COUNTY-  ID/POWER
 NU0669  USGS QUAD   -  ROCKLAND EAST (1971)
 NU0669
 NU0669                         *CURRENT SURVEY CONTROL
 NU0669  ___________________________________________________________________
 NU0669* NAD 83(1986)-  42 30 16.     (N)    112 50 24.     (W)     SCALED    
 NU0669* NAVD 88     -      1464.770  (meters)    4805.67   (feet)  ADJUSTED  
 NU0669  ___________________________________________________________________
 NU0669  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 NU0669  DYNAMIC HT  -        1463.826 (meters)    4802.57  (feet)  COMP
 NU0669  MODELED GRAV-     979,926.0   (mgal)                       NAVD 88
 NU0669
 NU0669  VERT ORDER  -  SECOND    CLASS 0
 NU0669
 NU0669.The horizontal coordinates were scaled from a topographic map and have
 NU0669.an estimated accuracy of +/- 6 seconds.
 NU0669
 NU0669.The orthometric height was determined by differential leveling
 NU0669.and adjusted by the National Geodetic Survey in June 1991..
 NU0669
 NU0669.The geoid height was determined by GEOID03.
 NU0669
 NU0669.The dynamic height is computed by dividing the NAVD 88
 NU0669.geopotential number by the normal gravity value computed on the
 NU0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0669.degrees latitude (g = 980.6199 gals.).
 NU0669
 NU0669.The modeled gravity was interpolated from observed gravity values.
 NU0669
 NU0669;                    North         East    Units  Estimated Accuracy
 NU0669;SPC ID E     -    93,270.      144,660.      MT  (+/- 180 meters Scaled)
 NU0669
 NU0669                          SUPERSEDED SURVEY CONTROL
 NU0669
 NU0669  NGVD 29 (??/??/92) 1463.676  (m)         4802.08   (f) ADJ UNCH    2 0
 NU0669
 NU0669.Superseded values are not recommended for survey control.
 NU0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0669.See file dsdata.txt to determine how the superseded data were derived.
 NU0669
 NU0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN488074(NAD 83)
 NU0669_MARKER: DB = BENCH MARK DISK
 NU0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0669+STABILITY: SURFACE MOTION
 NU0669
 NU0669  HISTORY     - Date     Condition        Report By
 NU0669  HISTORY     - 1935     MONUMENTED       CGS
 NU0669  HISTORY     - 1938     GOOD             NGS
 NU0669
 NU0669                          STATION DESCRIPTION
 NU0669
 NU0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0669'5.6 MI S FROM ROCKLAND.
 NU0669'5.6 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE LATTER DAY SAINTS
 NU0669'CHURCH AT ROCKLAND, POWER COUNTY, AT THE COOPER RANCH, 45 FEET WEST OF
 NU0669'THE CENTERLINE OF THE HIGHWAY, AND 15 FEET NORTH OF THE SOUTHEAST
 NU0669'CORNER OF THE YARD FENCE.  A STANDARD DISK, STAMPED F 180 1935 AND SET
 NU0669'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0325 ***********************************************************************
 NU0325  DESIGNATION -  F 181
 NU0325  PID         -  NU0325
 NU0325  STATE/COUNTY-  ID/ONEIDA
 NU0325  USGS QUAD   -  ELKHORN PEAK (1968)
 NU0325
 NU0325                         *CURRENT SURVEY CONTROL
 NU0325  ___________________________________________________________________
 NU0325* NAD 83(1986)-  42 16 05.     (N)    112 22 18.     (W)     SCALED    
 NU0325* NAVD 88     -      1492.947  (meters)    4898.11   (feet)  ADJUSTED  
 NU0325  ___________________________________________________________________
 NU0325  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 NU0325  DYNAMIC HT  -        1491.939 (meters)    4894.80  (feet)  COMP
 NU0325  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 NU0325
 NU0325  VERT ORDER  -  SECOND    CLASS 0
 NU0325
 NU0325.The horizontal coordinates were scaled from a topographic map and have
 NU0325.an estimated accuracy of +/- 6 seconds.
 NU0325
 NU0325.The orthometric height was determined by differential leveling
 NU0325.and adjusted by the National Geodetic Survey in June 1991..
 NU0325
 NU0325.The geoid height was determined by GEOID03.
 NU0325
 NU0325.The dynamic height is computed by dividing the NAVD 88
 NU0325.geopotential number by the normal gravity value computed on the
 NU0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0325.degrees latitude (g = 980.6199 gals.).
 NU0325
 NU0325.The modeled gravity was interpolated from observed gravity values.
 NU0325
 NU0325;                    North         East    Units  Estimated Accuracy
 NU0325;SPC ID E     -    66,820.      183,090.      MT  (+/- 180 meters Scaled)
 NU0325
 NU0325                          SUPERSEDED SURVEY CONTROL
 NU0325
 NU0325  NGVD 29 (??/??/92) 1491.835  (m)         4894.46   (f) ADJ UNCH    2 0
 NU0325
 NU0325.Superseded values are not recommended for survey control.
 NU0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0325.See file dsdata.txt to determine how the superseded data were derived.
 NU0325
 NU0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM868804(NAD 83)
 NU0325_MARKER: DB = BENCH MARK DISK
 NU0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0325_STAMPING: F 181 1935
 NU0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0325+STABILITY: SURFACE MOTION
 NU0325
 NU0325  HISTORY     - Date     Condition        Report By
 NU0325  HISTORY     - 1935     MONUMENTED       CGS
 NU0325  HISTORY     - 1967     GOOD             USGS
 NU0325
 NU0325                          STATION DESCRIPTION
 NU0325
 NU0325'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NU0325'10.5 MI NW FROM MALAD CITY.
 NU0325'ABOUT 10.5 MILES ALONG PAVED ROAD LEADING NW ALONG LITTLE MALAD RIVER
 NU0325'FROM MALAD CITY P.O. 3.7 MILES SE OF OLD ELKHORN DAM, ACROSS RD. FROM
 NU0325'ABONDON WHITE FARM HOUSE, 53 FT. EAST OF CENTER LINE OF ROAD, 17 FT. E
 NU0325'OF A FENCE CORNER, 10 FT. S OF A DIRT COVERED LOG BUILDING, 18 INCHES
 NU0325'S OF A FENCE.  A STANDARD DISK, STAMPED F 181 1935 SET IN THE TOP OF A
 NU0325'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1113 ***********************************************************************
 NU1113  DESIGNATION -  F 183
 NU1113  PID         -  NU1113
 NU1113  STATE/COUNTY-  ID/CASSIA
 NU1113  USGS QUAD   -  CONNOR RIDGE (1976)
 NU1113
 NU1113                         *CURRENT SURVEY CONTROL
 NU1113  ___________________________________________________________________
 NU1113* NAD 83(1986)-  42 16 37.     (N)    113 30 51.     (W)     SCALED    
 NU1113* NAVD 88     -      1503.102  (meters)    4931.43   (feet)  ADJUSTED  
 NU1113  ___________________________________________________________________
 NU1113  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 NU1113  DYNAMIC HT  -        1502.123 (meters)    4928.22  (feet)  COMP
 NU1113  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 NU1113
 NU1113  VERT ORDER  -  SECOND    CLASS 0
 NU1113
 NU1113.The horizontal coordinates were scaled from a topographic map and have
 NU1113.an estimated accuracy of +/- 6 seconds.
 NU1113
 NU1113.The orthometric height was determined by differential leveling
 NU1113.and adjusted by the National Geodetic Survey in June 1991..
 NU1113
 NU1113.The geoid height was determined by GEOID03.
 NU1113
 NU1113.The dynamic height is computed by dividing the NAVD 88
 NU1113.geopotential number by the normal gravity value computed on the
 NU1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1113.degrees latitude (g = 980.6199 gals.).
 NU1113
 NU1113.The modeled gravity was interpolated from observed gravity values.
 NU1113
 NU1113;                    North         East    Units  Estimated Accuracy
 NU1113;SPC ID C     -    67,900.      540,080.      MT  (+/- 180 meters Scaled)
 NU1113
 NU1113                          SUPERSEDED SURVEY CONTROL
 NU1113
 NU1113  NGVD 29 (??/??/92) 1502.046  (m)         4927.96   (f) ADJ UNCH    2 0
 NU1113
 NU1113.Superseded values are not recommended for survey control.
 NU1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1113.See file dsdata.txt to determine how the superseded data were derived.
 NU1113
 NU1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM926835(NAD 83)
 NU1113_MARKER: DB = BENCH MARK DISK
 NU1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1113_STAMPING: F 183 1935
 NU1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1113+STABILITY: SURFACE MOTION
 NU1113
 NU1113  HISTORY     - Date     Condition        Report By
 NU1113  HISTORY     - 1935     MONUMENTED       CGS
 NU1113  HISTORY     - 1967     MARK NOT FOUND   USGS
 NU1113
 NU1113                          STATION DESCRIPTION
 NU1113
 NU1113'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NU1113'8.2 MI W FROM MALTA.
 NU1113'8.2 MILES WEST ALONG THE OAKLEY ROAD FROM MALTA, 100 YARDS NORTH OF A
 NU1113'SMALL WOODEN BRIDGE AND TWO TALL COTTONWOOD TREES, AND 38 FEET EAST OF
 NU1113'THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0530 ***********************************************************************
 NU0530  DESIGNATION -  F 185
 NU0530  PID         -  NU0530
 NU0530  STATE/COUNTY-  ID/ONEIDA
 NU0530  USGS QUAD   -  BLACK PINE (1973)
 NU0530
 NU0530                         *CURRENT SURVEY CONTROL
 NU0530  ___________________________________________________________________
 NU0530* NAD 83(1986)-  42 01 43.     (N)    112 56 41.     (W)     SCALED    
 NU0530* NAVD 88     -      1384.076  (meters)    4540.92   (feet)  ADJUSTED  
 NU0530  ___________________________________________________________________
 NU0530  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 NU0530  DYNAMIC HT  -        1383.154 (meters)    4537.90  (feet)  COMP
 NU0530  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 NU0530
 NU0530  VERT ORDER  -  SECOND    CLASS 0
 NU0530
 NU0530.The horizontal coordinates were scaled from a topographic map and have
 NU0530.an estimated accuracy of +/- 6 seconds.
 NU0530
 NU0530.The orthometric height was determined by differential leveling
 NU0530.and adjusted by the National Geodetic Survey in June 1991..
 NU0530
 NU0530.The geoid height was determined by GEOID03.
 NU0530
 NU0530.The dynamic height is computed by dividing the NAVD 88
 NU0530.geopotential number by the normal gravity value computed on the
 NU0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0530.degrees latitude (g = 980.6199 gals.).
 NU0530
 NU0530.The modeled gravity was interpolated from observed gravity values.
 NU0530
 NU0530;                    North         East    Units  Estimated Accuracy
 NU0530;SPC ID E     -    40,490.      135,570.      MT  (+/- 180 meters Scaled)
 NU0530
 NU0530                          SUPERSEDED SURVEY CONTROL
 NU0530
 NU0530  NGVD 29 (??/??/92) 1383.030  (m)         4537.49   (f) ADJ UNCH    2 0
 NU0530
 NU0530.Superseded values are not recommended for survey control.
 NU0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0530.See file dsdata.txt to determine how the superseded data were derived.
 NU0530
 NU0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM390547(NAD 83)
 NU0530_MARKER: DB = BENCH MARK DISK
 NU0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0530_STAMPING: F 185 1935
 NU0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0530+STABILITY: SURFACE MOTION
 NU0530
 NU0530  HISTORY     - Date     Condition        Report By
 NU0530  HISTORY     - 1935     MONUMENTED       CGS
 NU0530  HISTORY     - 1938     GOOD             NGS
 NU0530  HISTORY     - 1973     POOR             USGS
 NU0530
 NU0530                          STATION DESCRIPTION
 NU0530
 NU0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0530'14.0 MI W FROM SNOWVILLE.
 NU0530'IN ONEIDA COUNTY, IDAHO, 14 MILES WEST ALONG U.S. HIGHWAY 30 S FROM
 NU0530'SNOWVILLE, BOX ELDER COUNTY, UTAH, 4.2 MILES NORTH ALONG THE MALTA
 NU0530'ROAD.  0.1 MILE NORTH OF THE JUNCTION OF A TRAIL LEADING NORTHWEST,
 NU0530'AND 41 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 NU0530'STAMPED F 185 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NU0530
 NU0530                          STATION RECOVERY (1973)
 NU0530
 NU0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0530'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0495 ***********************************************************************
 NU0495  DESIGNATION -  F 186
 NU0495  PID         -  NU0495
 NU0495  STATE/COUNTY-  ID/POWER
 NU0495  USGS QUAD   -  ROY (1973)
 NU0495
 NU0495                         *CURRENT SURVEY CONTROL
 NU0495  ___________________________________________________________________
 NU0495* NAD 83(1986)-  42 18 48.     (N)    112 49 29.     (W)     SCALED    
 NU0495* NAVD 88     -      1615.632  (meters)    5300.62   (feet)  ADJUSTED  
 NU0495  ___________________________________________________________________
 NU0495  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 NU0495  DYNAMIC HT  -        1614.517 (meters)    5296.96  (feet)  COMP
 NU0495  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 NU0495
 NU0495  VERT ORDER  -  SECOND    CLASS 0
 NU0495
 NU0495.The horizontal coordinates were scaled from a topographic map and have
 NU0495.an estimated accuracy of +/- 6 seconds.
 NU0495
 NU0495.The orthometric height was determined by differential leveling
 NU0495.and adjusted by the National Geodetic Survey in June 1991..
 NU0495
 NU0495.The geoid height was determined by GEOID03.
 NU0495
 NU0495.The dynamic height is computed by dividing the NAVD 88
 NU0495.geopotential number by the normal gravity value computed on the
 NU0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0495.degrees latitude (g = 980.6199 gals.).
 NU0495
 NU0495.The modeled gravity was interpolated from observed gravity values.
 NU0495
 NU0495;                    North         East    Units  Estimated Accuracy
 NU0495;SPC ID E     -    72,030.      145,750.      MT  (+/- 180 meters Scaled)
 NU0495
 NU0495                          SUPERSEDED SURVEY CONTROL
 NU0495
 NU0495  NGVD 29 (??/??/92) 1614.486  (m)         5296.86   (f) ADJ UNCH    2 0
 NU0495
 NU0495.Superseded values are not recommended for survey control.
 NU0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0495.See file dsdata.txt to determine how the superseded data were derived.
 NU0495
 NU0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM496861(NAD 83)
 NU0495_MARKER: DB = BENCH MARK DISK
 NU0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0495_STAMPING: F 186 1935
 NU0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0495+STABILITY: SURFACE MOTION
 NU0495
 NU0495  HISTORY     - Date     Condition        Report By
 NU0495  HISTORY     - 1935     MONUMENTED       CGS
 NU0495  HISTORY     - 1938     GOOD             NGS
 NU0495  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0495
 NU0495                          STATION DESCRIPTION
 NU0495
 NU0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0495'0.6 MI S FROM ROY.
 NU0495'0.6 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE FRAME SCHOOLHOUSE AT
 NU0495'ROY, POWER COUNTY, THENCE 3.2 MILES SOUTHWEST ALONG A WINDING ROAD.
 NU0495'1/4 MILE NORTHEAST OF SOME FARM BUILDINGS, 0.1 MILE NORTH OF AN OLD
 NU0495'SHED, 18 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3 FEET WEST OF A
 NU0495'FENCE LINE.  A STANDARD DISK, STAMPED F 186 1935 AND SET IN THE TOP OF
 NU0495'A CONCRETE POST.
 NU0495
 NU0495                          STATION RECOVERY (1973)
 NU0495
 NU0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0094 ***********************************************************************
 QB0094  DESIGNATION -  F 187
 QB0094  PID         -  QB0094
 QB0094  STATE/COUNTY-  ID/VALLEY
 QB0094  USGS QUAD   -  MC CALL (1973)
 QB0094
 QB0094                         *CURRENT SURVEY CONTROL
 QB0094  ___________________________________________________________________
 QB0094* NAD 83(1986)-  44 55 04.     (N)    116 05 23.     (W)     SCALED    
 QB0094* NAVD 88     -      1530.508  (meters)    5021.34   (feet)  ADJUSTED  
 QB0094  ___________________________________________________________________
 QB0094  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 QB0094  DYNAMIC HT  -        1529.848 (meters)    5019.18  (feet)  COMP
 QB0094  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 QB0094
 QB0094  VERT ORDER  -  SECOND    CLASS 0
 QB0094
 QB0094.The horizontal coordinates were scaled from a topographic map and have
 QB0094.an estimated accuracy of +/- 6 seconds.
 QB0094
 QB0094.The orthometric height was determined by differential leveling
 QB0094.and adjusted by the National Geodetic Survey in June 1991..
 QB0094
 QB0094.The geoid height was determined by GEOID03.
 QB0094
 QB0094.The dynamic height is computed by dividing the NAVD 88
 QB0094.geopotential number by the normal gravity value computed on the
 QB0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0094.degrees latitude (g = 980.6199 gals.).
 QB0094
 QB0094.The modeled gravity was interpolated from observed gravity values.
 QB0094
 QB0094;                    North         East    Units  Estimated Accuracy
 QB0094;SPC ID W     -   361,230.      773,180.      MT  (+/- 180 meters Scaled)
 QB0094
 QB0094                          SUPERSEDED SURVEY CONTROL
 QB0094
 QB0094  NGVD 29 (??/??/92) 1529.338  (m)         5017.50   (f) ADJ UNCH    2 0
 QB0094
 QB0094.Superseded values are not recommended for survey control.
 QB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0094.See file dsdata.txt to determine how the superseded data were derived.
 QB0094
 QB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK718742(NAD 83)
 QB0094_MARKER: DB = BENCH MARK DISK
 QB0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0094_STAMPING: F 187 1959
 QB0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0094+STABILITY: SURFACE MOTION
 QB0094
 QB0094  HISTORY     - Date     Condition        Report By
 QB0094  HISTORY     - 1959     MONUMENTED       CGS
 QB0094  HISTORY     - 1973     GOOD             USGS
 QB0094
 QB0094                          STATION DESCRIPTION
 QB0094
 QB0094'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QB0094'0.10 E FROM MCCALL.
 QB0094'MCCALL P.O., EAST 1 BLOCK TO T-RD., TURN RIGHT ON HYW 55 0.10 MILES TO
 QB0094'T-RD. (125 FT. SOUTH OF GRX) TURN LEFT, EAST ON PAVED ROAD 0.4 MILE TO
 QB0094'CROSS ROADS, TURN LEFT, NORTH  ORTH 0.5 MILE, 48 FEET SOUTHWEST OF
 QB0094'U.P. SPUR, 45.6 FT. SOUTH OF SOUTH RAIL, 21 FT. WEST OF CENTERLINE OF
 QB0094'ROAD, 2.0 FT. NORTH OF POWER POLE WITH GUY WIRE, SET IN TOP OF A
 QB0094'CONCRETE POST 0.7 BELOW GROUND.  A STANDARD DISK STAMPED F 187 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0439 ***********************************************************************
 QZ0439  DESIGNATION -  F 188
 QZ0439  PID         -  QZ0439
 QZ0439  STATE/COUNTY-  ID/VALLEY
 QZ0439  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0439
 QZ0439                         *CURRENT SURVEY CONTROL
 QZ0439  ___________________________________________________________________
 QZ0439* NAD 83(1986)-  45 02 05.     (N)    115 44 03.     (W)     SCALED    
 QZ0439* NAVD 88     -      1162.813  (meters)    3815.00   (feet)  ADJUSTED  
 QZ0439  ___________________________________________________________________
 QZ0439  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 QZ0439  DYNAMIC HT  -        1162.313 (meters)    3813.36  (feet)  COMP
 QZ0439  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 QZ0439
 QZ0439  VERT ORDER  -  SECOND    CLASS 0
 QZ0439
 QZ0439.The horizontal coordinates were scaled from a topographic map and have
 QZ0439.an estimated accuracy of +/- 6 seconds.
 QZ0439
 QZ0439.The orthometric height was determined by differential leveling
 QZ0439.and adjusted by the National Geodetic Survey in June 1991..
 QZ0439
 QZ0439.The geoid height was determined by GEOID03.
 QZ0439
 QZ0439.The dynamic height is computed by dividing the NAVD 88
 QZ0439.geopotential number by the normal gravity value computed on the
 QZ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0439.degrees latitude (g = 980.6199 gals.).
 QZ0439
 QZ0439.The modeled gravity was interpolated from observed gravity values.
 QZ0439
 QZ0439;                    North         East    Units  Estimated Accuracy
 QZ0439;SPC ID W     -   374,170.      801,250.      MT  (+/- 180 meters Scaled)
 QZ0439
 QZ0439                          SUPERSEDED SURVEY CONTROL
 QZ0439
 QZ0439  NGVD 29 (??/??/92) 1161.638  (m)         3811.14   (f) ADJ UNCH    2 0
 QZ0439
 QZ0439.Superseded values are not recommended for survey control.
 QZ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0439.See file dsdata.txt to determine how the superseded data were derived.
 QZ0439
 QZ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK997875(NAD 83)
 QZ0439_MARKER: DB = BENCH MARK DISK
 QZ0439_SETTING: 80 = SET IN A BOULDER
 QZ0439_SP_SET: BOULDER
 QZ0439_STAMPING: F 188 1959
 QZ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0439+STABILITY: SURFACE MOTION
 QZ0439
 QZ0439  HISTORY     - Date     Condition        Report By
 QZ0439  HISTORY     - 1959     MONUMENTED       CGS
 QZ0439
 QZ0439                          STATION DESCRIPTION
 QZ0439
 QZ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0439'6.75 MI NW FROM KRASSEL RANGER STATION.
 QZ0439'4.65 MILES NORTH ALONG SOUTH FORK ROAD FROM KRASSEL RANGER STATION,
 QZ0439'THENCE 2.1 MILES WEST ALONG A GRAVEL ROAD, 0.1 MILE EAST OF THE
 QZ0439'CROSSING OF OOMPAUL CREEK, AT THE JUNCTION OF TRAILHOLT TRAIL, IN TOP
 QZ0439'OF A 2 1/2-BY 5-FOOT EMBEDDED GRANITE BOULDER WHICH PROJECTS ABOUT 1
 QZ0439'FOOT ABOVE THE GROUND, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 8
 QZ0439'FEET EAST OF THE NORTH ONE OF TWO WOODEN POSTS SUPPORTING A TRAILHOLT
 QZ0439'TRAIL- 7 TRAILHOLT POINT- 12 BLUE LAKE SIGN, 3.6 FEET NORTH OF A
 QZ0439'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0278 ***********************************************************************
 RA0278  DESIGNATION -  F 189
 RA0278  PID         -  RA0278
 RA0278  STATE/COUNTY-  ID/VALLEY
 RA0278  USGS QUAD   -  BLACK TIP (1979)
 RA0278
 RA0278                         *CURRENT SURVEY CONTROL
 RA0278  ___________________________________________________________________
 RA0278* NAD 83(1986)-  45 08 21.     (N)    116 01 02.     (W)     SCALED    
 RA0278* NAVD 88     -      1696.781  (meters)    5566.86   (feet)  ADJUSTED  
 RA0278  ___________________________________________________________________
 RA0278  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 RA0278  DYNAMIC HT  -        1696.032 (meters)    5564.40  (feet)  COMP
 RA0278  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 RA0278
 RA0278  VERT ORDER  -  SECOND    CLASS 0
 RA0278
 RA0278.The horizontal coordinates were scaled from a topographic map and have
 RA0278.an estimated accuracy of +/- 6 seconds.
 RA0278
 RA0278.The orthometric height was determined by differential leveling
 RA0278.and adjusted by the National Geodetic Survey in June 1991..
 RA0278
 RA0278.The geoid height was determined by GEOID03.
 RA0278
 RA0278.The dynamic height is computed by dividing the NAVD 88
 RA0278.geopotential number by the normal gravity value computed on the
 RA0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0278.degrees latitude (g = 980.6199 gals.).
 RA0278
 RA0278.The modeled gravity was interpolated from observed gravity values.
 RA0278
 RA0278;                    North         East    Units  Estimated Accuracy
 RA0278;SPC ID W     -   385,810.      778,980.      MT  (+/- 180 meters Scaled)
 RA0278
 RA0278                          SUPERSEDED SURVEY CONTROL
 RA0278
 RA0278  NGVD 29 (??/??/92) 1695.558  (m)         5562.84   (f) ADJ UNCH    2 0
 RA0278
 RA0278.Superseded values are not recommended for survey control.
 RA0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0278.See file dsdata.txt to determine how the superseded data were derived.
 RA0278
 RA0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK772988(NAD 83)
 RA0278_MARKER: DB = BENCH MARK DISK
 RA0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0278_SP_SET: ABUTMENT
 RA0278_STAMPING: F 189 1959
 RA0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0278
 RA0278  HISTORY     - Date     Condition        Report By
 RA0278  HISTORY     - 1959     MONUMENTED       CGS
 RA0278
 RA0278                          STATION DESCRIPTION
 RA0278
 RA0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0278'13.05 MI S FROM BURGDORF.
 RA0278'13.05 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 RA0278'AT BURGDORF, AT A CONCRETE BRIDGE OVER THE NORTH FORK OF THE PAYETTE
 RA0278'RIVER, IN THE TOP OF THE SOUTH-SOUTHEAST END OF THE EAST-NORTHEAST
 RA0278'CONCRETE ABUTMENT, 9 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 RA0278'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0260 ***********************************************************************
 RA0260  DESIGNATION -  F 190
 RA0260  PID         -  RA0260
 RA0260  STATE/COUNTY-  ID/IDAHO
 RA0260  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0260
 RA0260                         *CURRENT SURVEY CONTROL
 RA0260  ___________________________________________________________________
 RA0260* NAD 83(1986)-  45 24 22.     (N)    116 01 02.     (W)     SCALED    
 RA0260* NAVD 88     -      1184.150  (meters)    3885.00   (feet)  ADJUSTED  
 RA0260  ___________________________________________________________________
 RA0260  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 RA0260  DYNAMIC HT  -        1183.789 (meters)    3883.81  (feet)  COMP
 RA0260  MODELED GRAV-     980,270.5   (mgal)                       NAVD 88
 RA0260
 RA0260  VERT ORDER  -  SECOND    CLASS 0
 RA0260
 RA0260.The horizontal coordinates were scaled from a topographic map and have
 RA0260.an estimated accuracy of +/- 6 seconds.
 RA0260
 RA0260.The orthometric height was determined by differential leveling
 RA0260.and adjusted by the National Geodetic Survey in June 1991..
 RA0260
 RA0260.The geoid height was determined by GEOID03.
 RA0260
 RA0260.The dynamic height is computed by dividing the NAVD 88
 RA0260.geopotential number by the normal gravity value computed on the
 RA0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0260.degrees latitude (g = 980.6199 gals.).
 RA0260
 RA0260.The modeled gravity was interpolated from observed gravity values.
 RA0260
 RA0260;                    North         East    Units  Estimated Accuracy
 RA0260;SPC ID W     -   415,470.      779,080.      MT  (+/- 180 meters Scaled)
 RA0260
 RA0260                          SUPERSEDED SURVEY CONTROL
 RA0260
 RA0260  NGVD 29 (??/??/92) 1183.057  (m)         3881.41   (f) ADJ UNCH    2 0
 RA0260
 RA0260.Superseded values are not recommended for survey control.
 RA0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0260.See file dsdata.txt to determine how the superseded data were derived.
 RA0260
 RA0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL769285(NAD 83)
 RA0260_MARKER: DB = BENCH MARK DISK
 RA0260_SETTING: 66 = SET IN ROCK OUTCROP
 RA0260_SP_SET: GRANITE CUT
 RA0260_STAMPING: F 190 1959
 RA0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0260+STABILITY: POSITION/ELEVATION WELL
 RA0260
 RA0260  HISTORY     - Date     Condition        Report By
 RA0260  HISTORY     - 1959     MONUMENTED       CGS
 RA0260
 RA0260                          STATION DESCRIPTION
 RA0260
 RA0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0260'5.65 MI S FROM FRENCH CREEK.
 RA0260'5.65 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ABANDONED LODGE AT
 RA0260'FRENCH CREEK, 225 FEET NORTH OF THE CENTER OF A SHARP CURVE WITH
 RA0260'TANGENTS NORTH AND WEST, SET VERTICALLY IN THE WEST FACE OF A GRANITE
 RA0260'CUT WHICH PROJECTS ABOUT 12 FEET ABOVE THE ROAD, 8 FEET EAST OF THE
 RA0260'CENTER LINE OF THE ROAD, 1.9 FEET SOUTH OF A WITNESS POST, AND ABOUT 3
 RA0260'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0486 ***********************************************************************
 OX0486  DESIGNATION -  F 20
 OX0486  PID         -  OX0486
 OX0486  STATE/COUNTY-  ID/BONNEVILLE
 OX0486  USGS QUAD   -  RIGBY SE (1979)
 OX0486
 OX0486                         *CURRENT SURVEY CONTROL
 OX0486  ___________________________________________________________________
 OX0486* NAD 83(1986)-  43 35 33.     (N)    111 50 28.     (W)     SCALED    
 OX0486* NAVD 88     -      1495.544  (meters)    4906.63   (feet)  ADJUSTED  
 OX0486  ___________________________________________________________________
 OX0486  GEOID HEIGHT-         -11.22  (meters)                     GEOID03
 OX0486  DYNAMIC HT  -        1494.748 (meters)    4904.02  (feet)  COMP
 OX0486  MODELED GRAV-     980,034.8   (mgal)                       NAVD 88
 OX0486
 OX0486  VERT ORDER  -  FIRST     CLASS II
 OX0486
 OX0486.The horizontal coordinates were scaled from a topographic map and have
 OX0486.an estimated accuracy of +/- 6 seconds.
 OX0486
 OX0486.The orthometric height was determined by differential leveling
 OX0486.and adjusted by the National Geodetic Survey in June 1991..
 OX0486
 OX0486.The geoid height was determined by GEOID03.
 OX0486
 OX0486.The dynamic height is computed by dividing the NAVD 88
 OX0486.geopotential number by the normal gravity value computed on the
 OX0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0486.degrees latitude (g = 980.6199 gals.).
 OX0486
 OX0486.The modeled gravity was interpolated from observed gravity values.
 OX0486
 OX0486;                    North         East    Units  Estimated Accuracy
 OX0486;SPC ID E     -   213,970.      226,290.      MT  (+/- 180 meters Scaled)
 OX0486
 OX0486                          SUPERSEDED SURVEY CONTROL
 OX0486
 OX0486  NGVD 29 (??/??/92) 1494.444  (m)         4903.02   (f) ADJ UNCH    1 2
 OX0486
 OX0486.Superseded values are not recommended for survey control.
 OX0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0486.See file dsdata.txt to determine how the superseded data were derived.
 OX0486
 OX0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP321269(NAD 83)
 OX0486_MARKER: DB = BENCH MARK DISK
 OX0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0486_STAMPING: F 20 1934
 OX0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0486+STABILITY: SURFACE MOTION
 OX0486
 OX0486  HISTORY     - Date     Condition        Report By
 OX0486  HISTORY     - 1934     MONUMENTED       CGS
 OX0486  HISTORY     - 19990601 MARK NOT FOUND   IDTD
 OX0486
 OX0486                          STATION DESCRIPTION
 OX0486
 OX0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0486'4.2 MI SW FROM RIRIE.
 OX0486'4.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM RIRIE,
 OX0486'BONNEVILLE COUNTY, AT HEATH, 13.5 FEET NORTHEAST OF MILEPOST 12, 0.1
 OX0486'MILE NORTHEAST OF A CROSSING, 63.8 FEET SOUTHEAST OF THE SOUTHEAST
 OX0486'RAIL, AND 34 FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED F 20
 OX0486'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0486
 OX0486                          STATION RECOVERY (1999)
 OX0486
 OX0486'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OX0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0654 ***********************************************************************
 RY0654  DESIGNATION -  F 202
 RY0654  PID         -  RY0654
 RY0654  STATE/COUNTY-  ID/CLEARWATER
 RY0654  USGS QUAD   -  HEADQUARTERS (1994)
 RY0654
 RY0654                         *CURRENT SURVEY CONTROL
 RY0654  ___________________________________________________________________
 RY0654* NAD 83(1986)-  46 41 19.     (N)    115 48 33.     (W)     SCALED    
 RY0654* NAVD 88     -       965.313  (meters)    3167.03   (feet)  ADJUSTED  
 RY0654  ___________________________________________________________________
 RY0654  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 RY0654  DYNAMIC HT  -         965.195 (meters)    3166.64  (feet)  COMP
 RY0654  MODELED GRAV-     980,459.2   (mgal)                       NAVD 88
 RY0654
 RY0654  VERT ORDER  -  SECOND    CLASS 0
 RY0654
 RY0654.The horizontal coordinates were scaled from a topographic map and have
 RY0654.an estimated accuracy of +/- 6 seconds.
 RY0654
 RY0654.The orthometric height was determined by differential leveling
 RY0654.and adjusted by the National Geodetic Survey in June 1991..
 RY0654
 RY0654.The geoid height was determined by GEOID03.
 RY0654
 RY0654.The dynamic height is computed by dividing the NAVD 88
 RY0654.geopotential number by the normal gravity value computed on the
 RY0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0654.degrees latitude (g = 980.6199 gals.).
 RY0654
 RY0654.The modeled gravity was interpolated from observed gravity values.
 RY0654
 RY0654;                    North         East    Units  Estimated Accuracy
 RY0654;SPC ID W     -   557,980.      795,470.      MT  (+/- 180 meters Scaled)
 RY0654
 RY0654                          SUPERSEDED SURVEY CONTROL
 RY0654
 RY0654  NGVD 29 (??/??/92)  964.186  (m)         3163.33   (f) ADJ UNCH    2 0
 RY0654
 RY0654.Superseded values are not recommended for survey control.
 RY0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0654.See file dsdata.txt to determine how the superseded data were derived.
 RY0654
 RY0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM910712(NAD 83)
 RY0654_MARKER: DB = BENCH MARK DISK
 RY0654_SETTING: 80 = SET IN A BOULDER
 RY0654_STAMPING: F 202 1959
 RY0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0654+STABILITY: SURFACE MOTION
 RY0654
 RY0654  HISTORY     - Date     Condition        Report By
 RY0654  HISTORY     - 1959     MONUMENTED       CGS
 RY0654
 RY0654                          STATION DESCRIPTION
 RY0654
 RY0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0654'5.9 MI N FROM HEADQUARTERS.
 RY0654'ABOUT 5.9 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0654'OFFICE AT HEADQUARTERS, 0.7 MILE SOUTH OF A RAILROAD CROSSING, 0.2
 RY0654'MILE SOUTH THE JUNCTION OF A DIRT ROAD LEADING WEST TO A ROCK QUARRY,
 RY0654'0.11 MILE SOUTH OF AN 18-INCH PIPE CULVERT, IN THE TOP OF A BOULDER
 RY0654'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 33 FEET WEST OF THE
 RY0654'CENTER LINE OF THE ROAD, 16.4 FEET EAST OF THE EAST RAIL OF A LOGGING
 RY0654'COMPANY RAILROAD, 17.3 FEET WEST OF A WITNESS POST, AND ABOUT 7 FEET
 RY0654'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0655 ***********************************************************************
 RY0655  DESIGNATION -  F 202 RESET
 RY0655  PID         -  RY0655
 RY0655  STATE/COUNTY-  ID/CLEARWATER
 RY0655  USGS QUAD   -  HEADQUARTERS (1994)
 RY0655
 RY0655                         *CURRENT SURVEY CONTROL
 RY0655  ___________________________________________________________________
 RY0655* NAD 83(1986)-  46 41 18.     (N)    115 48 33.     (W)     SCALED    
 RY0655* NAVD 88     -       965.23   (meters)    3166.8    (feet)  RESET     
 RY0655  ___________________________________________________________________
 RY0655  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 RY0655
 RY0655  VERT ORDER  -  THIRD
 RY0655
 RY0655.The horizontal coordinates were scaled from a topographic map and have
 RY0655.an estimated accuracy of +/- 6 seconds.
 RY0655
 RY0655.The orthometric height was computed from unverified reset data.
 RY0655
 RY0655.The geoid height was determined by GEOID03.
 RY0655
 RY0655;                    North         East    Units  Estimated Accuracy
 RY0655;SPC ID W     -   557,950.      795,470.      MT  (+/- 180 meters Scaled)
 RY0655
 RY0655                          SUPERSEDED SURVEY CONTROL
 RY0655
 RY0655.No superseded survey control is available for this station.
 RY0655
 RY0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM910712(NAD 83)
 RY0655_MARKER: DB = BENCH MARK DISK
 RY0655_SETTING: 80 = SET IN A BOULDER
 RY0655_STAMPING: F 202 RESET 1964
 RY0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0655+STABILITY: SURFACE MOTION
 RY0655
 RY0655  HISTORY     - Date     Condition        Report By
 RY0655  HISTORY     - 1964     MONUMENTED       CGS
 RY0655  HISTORY     - 1978     GOOD             NGS
 RY0655
 RY0655                          STATION DESCRIPTION
 RY0655
 RY0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RY0655'5.3 MI N FROM HEADQUARTERS.
 RY0655'ABOUT 5.3 MILES NORTH ALONG A GRAVELED ROAD TOWARDS CANYON RANGER
 RY0655'STATION FROM THE HEADQUARTERS POST OFFICE, 0.25 MILES NORTHEAST OF THE
 RY0655'SIGN, ENTERING CLEARWATER NATIONAL FOREST, 400 FEET WEST-SOUTHWEST OF
 RY0655'THE DRIVEWAY TO BRC CAMP, 150 FEET SOUTH OF A CULVERT, 52 FEET
 RY0655'SOUTHEAST OF THE CENTER OF THE ROAD, 28 FEET NORTHWEST OF THE CENTER
 RY0655'OF AN OLD ROAD, 1 1/2 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT
 RY0655'BELOW THE LEVEL OF THE ROAD, CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT
 RY0655'BOULDER THAT PROJECTS 6 INCHES AND IS AT THE SOUTHEAST END OF AN OLD
 RY0655'LOG DUMP.
 RY0655
 RY0655                          STATION RECOVERY (1978)
 RY0655
 RY0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RY0655'REACHED FROM THE MAIN ROAD INTERSECTION IN THE VILLAGE OF
 RY0655'HEADQUARTERS BY GOING NORTHERLY ON FOREST SERVICE ROAD NO 247 FOR 1.5
 RY0655'MILES KEEP RIGHT FORK 3.6 MILES TO THE MARK ON THE RIGHT AT THE SOUTH
 RY0655'END OF A 100-YARD LONG, FLAT GRASSY AREA WITH A GRAVEL ROAD LEADING
 RY0655'INTO IT AREA SOUTH OF THE CLEARING HAS BEEN USED FOR A BARROW PIT,
 RY0655'LEAVING A HIGH DIRT BANK AND CUTTING OFF THE OLD ROAD BED-- MARK IS
 RY0655'AT THE NORTH END OF THE HIGH DIRT BANK, 53 FEET EAST OF THE CENTER OF
 RY0655'THE BLACKTOP ROAD, 28.5 FEET SOUTH OF A 1-FOOT THICK, 3X5-FOOT
 RY0655'SPECKLED GRANITE BOULDER AT THE FOOT OF THE OLD ROAD BED. THE DISK IS
 RY0655'SET IN A SPECKLED BOULDER OF WHICH ONLY THE NORTHERN PORTION IS
 RY0655'EXPOSED. THE MARK COVERS WITH DIRT AND IS 1 FOOT SOUTH OF THE NORTH
 RY0655'END OF THE BOULDER. A NEW METAL WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0106 ***********************************************************************
 RZ0106  DESIGNATION -  F 203
 RZ0106  PID         -  RZ0106
 RZ0106  STATE/COUNTY-  ID/CLEARWATER
 RZ0106  USGS QUAD   -  GRANGEMONT (1994)
 RZ0106
 RZ0106                         *CURRENT SURVEY CONTROL
 RZ0106  ___________________________________________________________________
 RZ0106* NAD 83(1986)-  46 37 18.     (N)    116 03 33.     (W)     SCALED    
 RZ0106* NAVD 88     -       373.377  (meters)    1224.99   (feet)  ADJUSTED  
 RZ0106  ___________________________________________________________________
 RZ0106  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 RZ0106  DYNAMIC HT  -         373.342 (meters)    1224.87  (feet)  COMP
 RZ0106  MODELED GRAV-     980,512.5   (mgal)                       NAVD 88
 RZ0106
 RZ0106  VERT ORDER  -  SECOND    CLASS 0
 RZ0106
 RZ0106.The horizontal coordinates were scaled from a topographic map and have
 RZ0106.an estimated accuracy of +/- 6 seconds.
 RZ0106
 RZ0106.The orthometric height was determined by differential leveling
 RZ0106.and adjusted by the National Geodetic Survey in June 1991..
 RZ0106
 RZ0106.The geoid height was determined by GEOID03.
 RZ0106
 RZ0106.The dynamic height is computed by dividing the NAVD 88
 RZ0106.geopotential number by the normal gravity value computed on the
 RZ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0106.degrees latitude (g = 980.6199 gals.).
 RZ0106
 RZ0106.The modeled gravity was interpolated from observed gravity values.
 RZ0106
 RZ0106;                    North         East    Units  Estimated Accuracy
 RZ0106;SPC ID W     -   550,590.      776,320.      MT  (+/- 180 meters Scaled)
 RZ0106
 RZ0106                          SUPERSEDED SURVEY CONTROL
 RZ0106
 RZ0106  NGVD 29 (??/??/92)  372.294  (m)         1221.43   (f) ADJ UNCH    2 0
 RZ0106
 RZ0106.Superseded values are not recommended for survey control.
 RZ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0106.See file dsdata.txt to determine how the superseded data were derived.
 RZ0106
 RZ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM720635(NAD 83)
 RZ0106_MARKER: DB = BENCH MARK DISK
 RZ0106_SETTING: 80 = SET IN A BOULDER
 RZ0106_STAMPING: F 203 1959
 RZ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0106+STABILITY: SURFACE MOTION
 RZ0106
 RZ0106  HISTORY     - Date     Condition        Report By
 RZ0106  HISTORY     - 1959     MONUMENTED       CGS
 RZ0106
 RZ0106                          STATION DESCRIPTION
 RZ0106
 RZ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RZ0106'21.0 MI NE FROM AHSAHKA.
 RZ0106'ABOUT 21.0 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RZ0106'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE WEST SIDE OF THE RIVER, IN
 RZ0106'THE TOP OF A LARGE BOULDER AT THE TOP OF A LEDGE, 9 FEET EAST OF THE
 RZ0106'TRAIL, 38 FEET WEST OF THE WEST BANK OF THE RIVER, 33 FEET WEST OF A
 RZ0106'LOG DECK, AND ABOUT 7 FEET LOWER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0672 ***********************************************************************
 RY0672  DESIGNATION -  F 204
 RY0672  PID         -  RY0672
 RY0672  STATE/COUNTY-  ID/CLEARWATER
 RY0672  USGS QUAD   -  TOWNSHIP BUTTE (1994)
 RY0672
 RY0672                         *CURRENT SURVEY CONTROL
 RY0672  ___________________________________________________________________
 RY0672* NAD 83(1986)-  46 47 12.     (N)    115 53 10.     (W)     SCALED    
 RY0672* NAVD 88     -       982.900  (meters)    3224.73   (feet)  ADJUSTED  
 RY0672  ___________________________________________________________________
 RY0672  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 RY0672  DYNAMIC HT  -         982.771 (meters)    3224.31  (feet)  COMP
 RY0672  MODELED GRAV-     980,449.4   (mgal)                       NAVD 88
 RY0672
 RY0672  VERT ORDER  -  SECOND    CLASS 0
 RY0672
 RY0672.The horizontal coordinates were scaled from a topographic map and have
 RY0672.an estimated accuracy of +/- 6 seconds.
 RY0672
 RY0672.The orthometric height was determined by differential leveling
 RY0672.and adjusted by the National Geodetic Survey in June 1991..
 RY0672
 RY0672.The geoid height was determined by GEOID03.
 RY0672
 RY0672.The dynamic height is computed by dividing the NAVD 88
 RY0672.geopotential number by the normal gravity value computed on the
 RY0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0672.degrees latitude (g = 980.6199 gals.).
 RY0672
 RY0672.The modeled gravity was interpolated from observed gravity values.
 RY0672
 RY0672;                    North         East    Units  Estimated Accuracy
 RY0672;SPC ID W     -   568,890.      789,610.      MT  (+/- 180 meters Scaled)
 RY0672
 RY0672                          SUPERSEDED SURVEY CONTROL
 RY0672
 RY0672  NGVD 29 (??/??/92)  981.760  (m)         3220.99   (f) ADJ UNCH    2 0
 RY0672
 RY0672.Superseded values are not recommended for survey control.
 RY0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0672.See file dsdata.txt to determine how the superseded data were derived.
 RY0672
 RY0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM850820(NAD 83)
 RY0672_MARKER: DB = BENCH MARK DISK
 RY0672_SETTING: 80 = SET IN A BOULDER
 RY0672_STAMPING: F 204 1959
 RY0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0672+STABILITY: SURFACE MOTION
 RY0672
 RY0672  HISTORY     - Date     Condition        Report By
 RY0672  HISTORY     - 1959     MONUMENTED       CGS
 RY0672  HISTORY     - 1978     GOOD             NGS
 RY0672
 RY0672                          STATION DESCRIPTION
 RY0672
 RY0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0672'19.65 MI N FROM HEADQUARTERS.
 RY0672'ABOUT 19.65 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0672'OFFICE AT HEADQUARTERS, 0.2 MILE SOUTHWEST OF THE T JUNCTION OF A
 RY0672'ROAD, IN THE TOP OF A BOULDER WHICH PROJECTS 1 1/2 FEET, 15 FEET EAST
 RY0672'OF THE CENTER LINE OF THE ROAD, 45 FEET NORTH OF THE EAST END OF A
 RY0672'12-INCH PIPE CULVERT, 6.5 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT
 RY0672'3 FEET HIGHER THAN THE ROAD.
 RY0672
 RY0672                          STATION RECOVERY (1978)
 RY0672
 RY0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RY0672'REACHED FROM THE HEADQUARTERS POST OFFICE BY GOING NORTH ON THE
 RY0672'MACADAM ROAD FOR 8.5 MILES TO A FORK, TAKE THE LEFT FORK, AND GO
 RY0672'NORTHWEST ON THE DIRT ROAD FOR 0.45 MILE TO A FORK, RIGHT FORK TO
 RY0672'BERTHA HILL LOOKOUT, TAKE THE LEFT FORK STRAIGHT AHEAD FOR 3.4 MILES
 RY0672'TO A T ROAD JUNCTION WITH A GRAVEL ROAD, TURN RIGHT, AND GO NORTHWEST
 RY0672'ON THE GRAVELED ROAD FOR 2.2 MILES TO A ROAD JUNCTION AT TOWNSHIP
 RY0672'SADDLE, TURN LEFT, AND GO NORTHWEST DOWN-GRADE FOR 4.6 MILES TO
 RY0672'ABANDONED RANCH SITE, CONTINUE NORTHWEST ON THE DIRT ROAD, UPHILL FOR
 RY0672'0.6 MILE TO THE MARK ON THE RIGHT, 0.8 MILE SOUTHEAST OF ARMSTRONG
 RY0672'SUMMIT, 18 FEET EAST OF THE CENTER OF THE ROAD, AND 3 FEET HIGHER
 RY0672'THAN THE ROAD, IN A MASSIVE BOULDER THAT PROJECTS 3 FEET. A TREE HAS
 RY0672'FALLEN DIRECTLY OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0699 ***********************************************************************
 RY0699  DESIGNATION -  F 205
 RY0699  PID         -  RY0699
 RY0699  STATE/COUNTY-  ID/CLEARWATER
 RY0699  USGS QUAD   -  SHEEP MOUNTAIN (1994)
 RY0699
 RY0699                         *CURRENT SURVEY CONTROL
 RY0699  ___________________________________________________________________
 RY0699* NAD 83(1986)-  46 50 23.     (N)    115 37 19.     (W)     SCALED    
 RY0699* NAVD 88     -       526.832  (meters)    1728.45   (feet)  ADJUSTED  
 RY0699  ___________________________________________________________________
 RY0699  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 RY0699  DYNAMIC HT  -         526.750 (meters)    1728.18  (feet)  COMP
 RY0699  MODELED GRAV-     980,445.3   (mgal)                       NAVD 88
 RY0699
 RY0699  VERT ORDER  -  SECOND    CLASS 0
 RY0699
 RY0699.The horizontal coordinates were scaled from a topographic map and have
 RY0699.an estimated accuracy of +/- 6 seconds.
 RY0699
 RY0699.The orthometric height was determined by differential leveling
 RY0699.and adjusted by the National Geodetic Survey in June 1991..
 RY0699
 RY0699.The geoid height was determined by GEOID03.
 RY0699
 RY0699.The dynamic height is computed by dividing the NAVD 88
 RY0699.geopotential number by the normal gravity value computed on the
 RY0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0699.degrees latitude (g = 980.6199 gals.).
 RY0699
 RY0699.The modeled gravity was interpolated from observed gravity values.
 RY0699
 RY0699;                    North         East    Units  Estimated Accuracy
 RY0699;SPC ID W     -   574,790.      809,770.      MT  (+/- 180 meters Scaled)
 RY0699
 RY0699                          SUPERSEDED SURVEY CONTROL
 RY0699
 RY0699  NGVD 29 (??/??/92)  525.664  (m)         1724.62   (f) ADJ UNCH    2 0
 RY0699
 RY0699.Superseded values are not recommended for survey control.
 RY0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0699.See file dsdata.txt to determine how the superseded data were derived.
 RY0699
 RY0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM050882(NAD 83)
 RY0699_MARKER: DB = BENCH MARK DISK
 RY0699_SETTING: 80 = SET IN A BOULDER
 RY0699_STAMPING: F 205 1959
 RY0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0699+STABILITY: SURFACE MOTION
 RY0699
 RY0699  HISTORY     - Date     Condition        Report By
 RY0699  HISTORY     - 1959     MONUMENTED       CGS
 RY0699
 RY0699                          STATION DESCRIPTION
 RY0699
 RY0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0699'8.0 MI NE FROM CAMP 14.
 RY0699'ABOUT 5.3 MILES NORTH ALONG A GRAVEL ROAD FROM A LOGGING COMPANY
 RY0699'RAILROAD OFFICE AT CAMP 14, THENCE 2.7 MILES EAST ALONG A GRAVEL ROAD
 RY0699'LEADING TO CANYON RANGER STATION, IN THE TOP OF A BOULDER 7 FEET WEST
 RY0699'OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE WEST END OF A
 RY0699'WOODEN DRAINAGE TROUGH, 4.6 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET
 RY0699'LOWER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0269 ***********************************************************************
 RY0269  DESIGNATION -  F 216
 RY0269  PID         -  RY0269
 RY0269  STATE/COUNTY-  ID/IDAHO
 RY0269  USGS QUAD   -  WEITAS BUTTE (1994)
 RY0269
 RY0269                         *CURRENT SURVEY CONTROL
 RY0269  ___________________________________________________________________
 RY0269* NAD 83(1986)-  46 26 20.     (N)    115 29 21.     (W)     SCALED    
 RY0269* NAVD 88     -      1746.847  (meters)    5731.11   (feet)  ADJUSTED  
 RY0269  ___________________________________________________________________
 RY0269  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 RY0269  DYNAMIC HT  -        1746.312 (meters)    5729.36  (feet)  COMP
 RY0269  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 RY0269
 RY0269  VERT ORDER  -  FIRST     CLASS II
 RY0269
 RY0269.The horizontal coordinates were scaled from a topographic map and have
 RY0269.an estimated accuracy of +/- 6 seconds.
 RY0269
 RY0269.The orthometric height was determined by differential leveling
 RY0269.and adjusted by the National Geodetic Survey in June 1991..
 RY0269
 RY0269.The geoid height was determined by GEOID03.
 RY0269
 RY0269.The dynamic height is computed by dividing the NAVD 88
 RY0269.geopotential number by the normal gravity value computed on the
 RY0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0269.degrees latitude (g = 980.6199 gals.).
 RY0269
 RY0269.The modeled gravity was interpolated from observed gravity values.
 RY0269
 RY0269;                    North         East    Units  Estimated Accuracy
 RY0269;SPC ID W     -   530,260.      820,040.      MT  (+/- 180 meters Scaled)
 RY0269
 RY0269                          SUPERSEDED SURVEY CONTROL
 RY0269
 RY0269  NGVD 29 (??/??/92) 1745.558  (m)         5726.88   (f) ADJ UNCH    1 2
 RY0269
 RY0269.Superseded values are not recommended for survey control.
 RY0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0269.See file dsdata.txt to determine how the superseded data were derived.
 RY0269
 RY0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM160439(NAD 83)
 RY0269_MARKER: DB = BENCH MARK DISK
 RY0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0269_STAMPING: F 216 1935
 RY0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0269+STABILITY: SURFACE MOTION
 RY0269
 RY0269  HISTORY     - Date     Condition        Report By
 RY0269  HISTORY     - 1935     MONUMENTED       CGS
 RY0269  HISTORY     - 1950     GOOD             NGS
 RY0269  HISTORY     - 1956     GOOD             NGS
 RY0269
 RY0269                          STATION DESCRIPTION
 RY0269
 RY0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0269'9.8 MI W FROM SHERMAN SADDLE.
 RY0269'9.8 MILES WEST ALONG THE LOLO TRAIL ROAD FROM SHERMAN SADDLE, 78.4
 RY0269'FEET NORTHWEST OF A WHITE SIGN READING SPUR ROAD TO WIETAS BUTTE
 RY0269'LOOKOUT 4, 75 1/2 FEET NORTH OF THE CENTER OF THE JUNCTION AT THE WEST
 RY0269'CORNER OF A TRIANGLE FORMED BY A DIRT ROAD LEADING NORTHEAST TO WIETAS
 RY0269'BUTTE LOOKOUT, 18.5 FEET NORTHWEST OF A LONE 6-INCH WHITE PINE TREE,
 RY0269'13 FEET NORTHEAST OF A 36-INCH 7 FOOT HIGH SNAG MARKED WITH THE WHITE
 RY0269'PAINTED LETTERS B M, 4.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 8
 RY0269'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RY0269'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RY0269
 RY0269                          STATION RECOVERY (1956)
 RY0269
 RY0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0253 ***********************************************************************
 QB0253  DESIGNATION -  F 217
 QB0253  PID         -  QB0253
 QB0253  STATE/COUNTY-  ID/WASHINGTON
 QB0253  USGS QUAD   -  OLDS FERRY (1974)
 QB0253
 QB0253                         *CURRENT SURVEY CONTROL
 QB0253  ___________________________________________________________________
 QB0253* NAD 83(1986)-  44 18 46.     (N)    117 12 08.     (W)     SCALED    
 QB0253* NAVD 88     -       632.834  (meters)    2076.22   (feet)  ADJUSTED  
 QB0253  ___________________________________________________________________
 QB0253  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 QB0253  DYNAMIC HT  -         632.672 (meters)    2075.69  (feet)  COMP
 QB0253  MODELED GRAV-     980,342.5   (mgal)                       NAVD 88
 QB0253
 QB0253  VERT ORDER  -  FIRST     CLASS II
 QB0253
 QB0253.The horizontal coordinates were scaled from a topographic map and have
 QB0253.an estimated accuracy of +/- 6 seconds.
 QB0253
 QB0253.The orthometric height was determined by differential leveling
 QB0253.and adjusted by the National Geodetic Survey in June 1991..
 QB0253
 QB0253.The geoid height was determined by GEOID03.
 QB0253
 QB0253.The dynamic height is computed by dividing the NAVD 88
 QB0253.geopotential number by the normal gravity value computed on the
 QB0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0253.degrees latitude (g = 980.6199 gals.).
 QB0253
 QB0253.The modeled gravity was interpolated from observed gravity values.
 QB0253
 QB0253;                    North         East    Units  Estimated Accuracy
 QB0253;SPC ID W     -   294,970.      684,140.      MT  (+/- 180 meters Scaled)
 QB0253
 QB0253                          SUPERSEDED SURVEY CONTROL
 QB0253
 QB0253  NGVD 29 (??/??/92)  631.858  (m)         2073.02   (f) ADJ UNCH    1 2
 QB0253
 QB0253.Superseded values are not recommended for survey control.
 QB0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0253.See file dsdata.txt to determine how the superseded data were derived.
 QB0253
 QB0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK838066(NAD 83)
 QB0253_MARKER: DB = BENCH MARK DISK
 QB0253_SETTING: 66 = SET IN ROCK OUTCROP
 QB0253_SP_SET: OUTCROP
 QB0253_STAMPING: F 217 1941
 QB0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0253+STABILITY: POSITION/ELEVATION WELL
 QB0253
 QB0253  HISTORY     - Date     Condition        Report By
 QB0253  HISTORY     - 1941     MONUMENTED       CGS
 QB0253
 QB0253                          STATION DESCRIPTION
 QB0253
 QB0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0253'1.8 MI W FROM OLDS FERRY.
 QB0253'ABOUT 1.8 MILES WEST OF OLDS FERRY, WASHINGTON COUNTY, ON OREGON SHORT
 QB0253'LINE RR, AT A ROCK CLIFF ON THE WEST SIDE OF THE TRACK, 75 FEET EAST
 QB0253'OF MILE POST 532, 75 FEET SOUTH OF CENTER OF TRACK IN THE TOP OF A
 QB0253'ROCK OUTCROP BETWEEN THE TRACK AND THE SNAKE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0249 ***********************************************************************
 NV0249  DESIGNATION -  F 219
 NV0249  PID         -  NV0249
 NV0249  STATE/COUNTY-  ID/LINCOLN
 NV0249  USGS QUAD   -  TUNUPA (1992)
 NV0249
 NV0249                         *CURRENT SURVEY CONTROL
 NV0249  ___________________________________________________________________
 NV0249* NAD 83(1986)-  42 57 25.     (N)    114 31 16.     (W)     SCALED    
 NV0249* NAVD 88     -      1158.863  (meters)    3802.04   (feet)  ADJUSTED  
 NV0249  ___________________________________________________________________
 NV0249  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 NV0249  DYNAMIC HT  -        1158.293 (meters)    3800.17  (feet)  COMP
 NV0249  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 NV0249
 NV0249  VERT ORDER  -  FIRST     CLASS II
 NV0249
 NV0249.The horizontal coordinates were scaled from a topographic map and have
 NV0249.an estimated accuracy of +/- 6 seconds.
 NV0249
 NV0249.The orthometric height was determined by differential leveling
 NV0249.and adjusted by the National Geodetic Survey in June 1991..
 NV0249
 NV0249.The geoid height was determined by GEOID03.
 NV0249
 NV0249.The dynamic height is computed by dividing the NAVD 88
 NV0249.geopotential number by the normal gravity value computed on the
 NV0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0249.degrees latitude (g = 980.6199 gals.).
 NV0249
 NV0249.The modeled gravity was interpolated from observed gravity values.
 NV0249
 NV0249;                    North         East    Units  Estimated Accuracy
 NV0249;SPC ID C     -   143,450.      457,480.      MT  (+/- 180 meters Scaled)
 NV0249
 NV0249                          SUPERSEDED SURVEY CONTROL
 NV0249
 NV0249  NGVD 29 (??/??/92) 1158.009  (m)         3799.23   (f) ADJ UNCH    1 2
 NV0249
 NV0249.Superseded values are not recommended for survey control.
 NV0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0249.See file dsdata.txt to determine how the superseded data were derived.
 NV0249
 NV0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH021590(NAD 83)
 NV0249_MARKER: DB = BENCH MARK DISK
 NV0249_SETTING: 66 = SET IN ROCK OUTCROP
 NV0249_SP_SET: LAVA OUTCROP
 NV0249_STAMPING: F 219 1941
 NV0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0249+STABILITY: POSITION/ELEVATION WELL
 NV0249
 NV0249  HISTORY     - Date     Condition        Report By
 NV0249  HISTORY     - 1941     MONUMENTED       CGS
 NV0249
 NV0249                          STATION DESCRIPTION
 NV0249
 NV0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NV0249'6.2 MI W FROM SHOSHONE.
 NV0249'6.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0249'SHOSHONE, LINCOLN COUNTY, 62 FEET SOUTHWEST OF MILEPOST 328, 118 FEET
 NV0249'SOUTH OF THE CENTERLINE OF THE TRACK, 20 FEET SOUTH OF A FENCE, NEAR A
 NV0249'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A LAVA OUTCROP.  A
 NV0249'STANDARD DISK, STAMPED F 219 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0499 ***********************************************************************
 NV0499  DESIGNATION -  F 220
 NV0499  PID         -  NV0499
 NV0499  STATE/COUNTY-  ID/ELMORE
 NV0499  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0499
 NV0499                         *CURRENT SURVEY CONTROL
 NV0499  ___________________________________________________________________
 NV0499* NAD 83(1986)-  42 59 28.     (N)    115 13 56.     (W)     SCALED    
 NV0499* NAVD 88     -       768.040  (meters)    2519.81   (feet)  ADJUSTED  
 NV0499  ___________________________________________________________________
 NV0499  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 NV0499  DYNAMIC HT  -         767.717 (meters)    2518.75  (feet)  COMP
 NV0499  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 NV0499
 NV0499  VERT ORDER  -  FIRST     CLASS II
 NV0499
 NV0499.The horizontal coordinates were scaled from a topographic map and have
 NV0499.an estimated accuracy of +/- 6 seconds.
 NV0499
 NV0499.The orthometric height was determined by differential leveling
 NV0499.and adjusted by the National Geodetic Survey in June 1991..
 NV0499
 NV0499.The geoid height was determined by GEOID03.
 NV0499
 NV0499.The dynamic height is computed by dividing the NAVD 88
 NV0499.geopotential number by the normal gravity value computed on the
 NV0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0499.degrees latitude (g = 980.6199 gals.).
 NV0499
 NV0499.The modeled gravity was interpolated from observed gravity values.
 NV0499
 NV0499;                    North         East    Units  Estimated Accuracy
 NV0499;SPC ID W     -   147,240.      842,220.      MT  (+/- 180 meters Scaled)
 NV0499
 NV0499                          SUPERSEDED SURVEY CONTROL
 NV0499
 NV0499  NGVD 29 (??/??/92)  767.253  (m)         2517.23   (f) ADJ UNCH    1 2
 NV0499
 NV0499.Superseded values are not recommended for survey control.
 NV0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0499.See file dsdata.txt to determine how the superseded data were derived.
 NV0499
 NV0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH441613(NAD 83)
 NV0499_MARKER: DB = BENCH MARK DISK
 NV0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0499_SP_SET: BRIDGE
 NV0499_STAMPING: F 220 1941
 NV0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0499
 NV0499  HISTORY     - Date     Condition        Report By
 NV0499  HISTORY     - 1941     MONUMENTED       CGS
 NV0499  HISTORY     - 1946     GOOD             NGS
 NV0499  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0499
 NV0499                          STATION DESCRIPTION
 NV0499
 NV0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NV0499'5.3 MI NE FROM GLENNS FERRY.
 NV0499'5.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0499'AT GLENNS FERRY, ELMORE COUNTY, AT BRIDGE 368.75 OVER KING HILL CREEK,
 NV0499'15 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST TRACK, AND IN THE
 NV0499'NORTHEAST END OF THE NORTHWEST PARAPET WALL.  A STANDARD DISK, STAMPED
 NV0499'F 220 1941.
 NV0499
 NV0499                          STATION RECOVERY (1983)
 NV0499
 NV0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0499'NOT RECOVERED.  A MASSIVE STEEL I BEAM NOW COVERS THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0478 ***********************************************************************
 OH0478  DESIGNATION -  F 222
 OH0478  PID         -  OH0478
 OH0478  STATE/COUNTY-  ID/CANYON
 OH0478  USGS QUAD   -  NOTUS (1971)
 OH0478
 OH0478                         *CURRENT SURVEY CONTROL
 OH0478  ___________________________________________________________________
 OH0478* NAD 83(1986)-  43 44 42.     (N)    116 51 50.     (W)     SCALED    
 OH0478* NAVD 88     -       695.614  (meters)    2282.19   (feet)  ADJUSTED  
 OH0478  ___________________________________________________________________
 OH0478  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 OH0478  DYNAMIC HT  -         695.387 (meters)    2281.45  (feet)  COMP
 OH0478  MODELED GRAV-     980,270.4   (mgal)                       NAVD 88
 OH0478
 OH0478  VERT ORDER  -  FIRST     CLASS II
 OH0478
 OH0478.The horizontal coordinates were scaled from a topographic map and have
 OH0478.an estimated accuracy of +/- 6 seconds.
 OH0478
 OH0478.The orthometric height was determined by differential leveling
 OH0478.and adjusted by the National Geodetic Survey in June 1991..
 OH0478
 OH0478.The geoid height was determined by GEOID03.
 OH0478
 OH0478.The dynamic height is computed by dividing the NAVD 88
 OH0478.geopotential number by the normal gravity value computed on the
 OH0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0478.degrees latitude (g = 980.6199 gals.).
 OH0478
 OH0478.The modeled gravity was interpolated from observed gravity values.
 OH0478
 OH0478;                    North         East    Units  Estimated Accuracy
 OH0478;SPC ID W     -   231,460.      710,280.      MT  (+/- 180 meters Scaled)
 OH0478
 OH0478                          SUPERSEDED SURVEY CONTROL
 OH0478
 OH0478  NGVD 29 (??/??/92)  694.671  (m)         2279.10   (f) ADJ UNCH    1 2
 OH0478
 OH0478.Superseded values are not recommended for survey control.
 OH0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0478.See file dsdata.txt to determine how the superseded data were derived.
 OH0478
 OH0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ109435(NAD 83)
 OH0478_MARKER: DD = SURVEY DISK
 OH0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0478_STAMPING: F 222 1941
 OH0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0478+STABILITY: SURFACE MOTION
 OH0478
 OH0478  HISTORY     - Date     Condition        Report By
 OH0478  HISTORY     - 1941     MONUMENTED       IDPWD
 OH0478  HISTORY     - 1948     GOOD             NGS
 OH0478  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0478  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0478
 OH0478                          STATION DESCRIPTION
 OH0478
 OH0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OH0478'3.25 MI NW FROM NOTUS.
 OH0478'3-1/4 MILE NORTHWEST ALONG STATE HIGHWAY 18 FROM THE UNION PACIFIC
 OH0478'RAILROAD STATION AT NOTUS, CANYON COUNTY, 0.15 MILE SOUTHEAST OF THE
 OH0478'STATION SIGN AT TUCKER, 45 FEET NORTHEAST OF THE CENTERLINE OF THE
 OH0478'TRACK, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 OH0478'SOUTHWEST OF A RIGHT-OF-WAY FENCE LINE, AND NEAR A WHITE WOODEN
 OH0478'WITNESS POST.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK,
 OH0478'STAMPED F 222 1941 AND SET IN THE TOP OF A CONCRETE POST.
 OH0478
 OH0478                          STATION RECOVERY (1979)
 OH0478
 OH0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0478'STATION AT NOTUS IS GONE HIGHWAY 18 IS NOW 20.
 OH0478
 OH0478                          STATION RECOVERY (1983)
 OH0478
 OH0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0478'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0499 ***********************************************************************
 OH0499  DESIGNATION -  F 223
 OH0499  PID         -  OH0499
 OH0499  STATE/COUNTY-  ID/CANYON
 OH0499  USGS QUAD   -  NAMPA (1971)
 OH0499
 OH0499                         *CURRENT SURVEY CONTROL
 OH0499  ___________________________________________________________________
 OH0499* NAD 83(1986)-  43 37 03.     (N)    116 37 14.     (W)     SCALED    
 OH0499* NAVD 88     -       742.864  (meters)    2437.21   (feet)  ADJUSTED  
 OH0499  ___________________________________________________________________
 OH0499  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 OH0499  DYNAMIC HT  -         742.609 (meters)    2436.38  (feet)  COMP
 OH0499  MODELED GRAV-     980,251.4   (mgal)                       NAVD 88
 OH0499
 OH0499  VERT ORDER  -  FIRST     CLASS II
 OH0499
 OH0499.The horizontal coordinates were scaled from a topographic map and have
 OH0499.an estimated accuracy of +/- 6 seconds.
 OH0499
 OH0499.The orthometric height was determined by differential leveling
 OH0499.and adjusted by the National Geodetic Survey in June 1991..
 OH0499
 OH0499.The geoid height was determined by GEOID03.
 OH0499
 OH0499.The dynamic height is computed by dividing the NAVD 88
 OH0499.geopotential number by the normal gravity value computed on the
 OH0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0499.degrees latitude (g = 980.6199 gals.).
 OH0499
 OH0499.The modeled gravity was interpolated from observed gravity values.
 OH0499
 OH0499;                    North         East    Units  Estimated Accuracy
 OH0499;SPC ID W     -   217,060.      729,730.      MT  (+/- 180 meters Scaled)
 OH0499
 OH0499                          SUPERSEDED SURVEY CONTROL
 OH0499
 OH0499  NGVD 29 (??/??/92)  741.929  (m)         2434.15   (f) ADJ UNCH    1 2
 OH0499
 OH0499.Superseded values are not recommended for survey control.
 OH0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0499.See file dsdata.txt to determine how the superseded data were derived.
 OH0499
 OH0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ306294(NAD 83)
 OH0499_MARKER: DB = BENCH MARK DISK
 OH0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0499_STAMPING: F 223 1941
 OH0499_MARK LOGO: CGS   
 OH0499_PROJECTION: PROJECTING 10 CENTIMETERS
 OH0499_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0499+STABILITY: SURFACE MOTION
 OH0499
 OH0499  HISTORY     - Date     Condition        Report By
 OH0499  HISTORY     - 1941     MONUMENTED       CGS
 OH0499  HISTORY     - 1951     GOOD             NGS
 OH0499  HISTORY     - 1979     GOOD             NGS
 OH0499  HISTORY     - 1983     GOOD             NGS
 OH0499  HISTORY     - 19960909 GOOD             NGS
 OH0499
 OH0499                          STATION DESCRIPTION
 OH0499
 OH0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0499'3.2 MI SE FROM CALDWELL.
 OH0499'3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE COLLEGE OF IDAHO AT
 OH0499'CALDWELL, CANYON COUNTY, 145 FEET SOUTHEAST OF THE ENTRANCE TO THE
 OH0499'W.F. TURNER HOUSE (HAMPSHIRE SHEEP FARM), 2 FEET EAST OF THE EAST YARD
 OH0499'FENCE, DIRECTLY UNDER A POWER-LINE, 25 FEET NORTHWEST OF POLE 599, AND
 OH0499'NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 223 1941
 OH0499'AND SET IN THE TOP OF A CONCRETE POST.
 OH0499
 OH0499                          STATION RECOVERY (1979)
 OH0499
 OH0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0499'RECOVERED IN GOOD CONDITION.
 OH0499
 OH0499                          STATION RECOVERY (1983)
 OH0499
 OH0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0499'RECOVERED IN GOOD CONDITION.  THE 1941 DESCRIPTION IS ADEQUATE EXCEPT
 OH0499'ADD--3.9 MILES NORTHWEST OF NAMPA.
 OH0499'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 OH0499'THE MARK IS 1 M BELOW CENTERLINE.
 OH0499
 OH0499                          STATION RECOVERY (1996)
 OH0499
 OH0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (BEK)
 OH0499'THIS BENCH MARK WAS RECOVERED IN GOOD CONDITION EXCEPT THE HOUSE AND
 OH0499'THE SHEEP RANCH ARE NO LONGER THERE AND THIS MARK WILL BE DESTROYED
 OH0499'DURING ROAD CONSTRUCTION.  SEE F 223 RESET 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AD9358 ***********************************************************************
 AD9358  DESIGNATION -  F 223 RESET
 AD9358  PID         -  AD9358
 AD9358  STATE/COUNTY-  ID/CANYON
 AD9358  USGS QUAD   -  NAMPA (1971)
 AD9358
 AD9358                         *CURRENT SURVEY CONTROL
 AD9358  ___________________________________________________________________
 AD9358* NAD 83(1986)-  43 37 03.     (N)    116 37 13.     (W)     SCALED    
 AD9358* NAVD 88     -       742.773  (meters)    2436.91   (feet)  ADJUSTED  
 AD9358  ___________________________________________________________________
 AD9358  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 AD9358  DYNAMIC HT  -         742.518 (meters)    2436.08  (feet)  COMP
 AD9358  MODELED GRAV-     980,251.4   (mgal)                       NAVD 88
 AD9358
 AD9358  VERT ORDER  -  SECOND    CLASS II
 AD9358
 AD9358.The horizontal coordinates were scaled from a topographic map and have
 AD9358.an estimated accuracy of +/- 6 seconds.
 AD9358
 AD9358.The orthometric height was determined by differential leveling
 AD9358.and adjusted by the National Geodetic Survey in October 1997..
 AD9358
 AD9358.The geoid height was determined by GEOID03.
 AD9358
 AD9358.The dynamic height is computed by dividing the NAVD 88
 AD9358.geopotential number by the normal gravity value computed on the
 AD9358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9358.degrees latitude (g = 980.6199 gals.).
 AD9358
 AD9358.The modeled gravity was interpolated from observed gravity values.
 AD9358
 AD9358;                    North         East    Units  Estimated Accuracy
 AD9358;SPC ID W     -   217,060.      729,760.      MT  (+/- 180 meters Scaled)
 AD9358
 AD9358                          SUPERSEDED SURVEY CONTROL
 AD9358
 AD9358.No superseded survey control is available for this station.
 AD9358
 AD9358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ306294(NAD 83)
 AD9358_MARKER: DV = VERTICAL CONTROL DISK
 AD9358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9358_STAMPING: F 223 RESET 1996
 AD9358_MARK LOGO: NGS   
 AD9358_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9358+STABILITY: SURFACE MOTION
 AD9358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9358+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AD9358
 AD9358  HISTORY     - Date     Condition        Report By
 AD9358  HISTORY     - 1996     MONUMENTED       IDDT
 AD9358
 AD9358                          STATION DESCRIPTION
 AD9358
 AD9358'DESCRIBED BY ID DEPT OF TRANSP 1996 (DSS)
 AD9358'REACHED FROM THE POST OFFICE AT 9TH AVE AND ARTHUR ST IN CALDWELL.  GO
 AD9358'EASTERLY ON ARTHUR ST FOR 0.17 KM (0.10 MI) TO 10TH AVE, TURN RIGHT
 AD9358'AND GO SOUTHWEST ON 10TH AVE FOR 0.17 KM (0.10 MI) TO E.  CLEVELAND
 AD9358'BLVD, TURN LEFT AND GO SOUTHEAST ON E.  CLEVELAND BLVD FOR 7.6 KM
 AD9358'(4.70 MI) TO THE SAVAGE TAN BUILDING AND THE EISMANN LAW OFFICES ON
 AD9358'THE LEFT AND THE MARK ON THE LEFT.  OWNERSHIP--SAVAGE TAN.  MARK IS A
 AD9358'12-INCH INDIAMETER CONCRETE POST SET FLUSH WITH THE GROUND SURFACE AND
 AD9358'TO A DEPTH OF 0.97 M (3.18 FT) .  LOCATED 10.5 M (34.4 FT) NORTHEAST
 AD9358'OF THE PRESENT CENTERLINE OF THE BOUELVARD, 3.81 M (12.50 FT)
 AD9358'NORTHEAST OF THE NEW ROAD RIGHT-OF-WAY FOR THE BOUELVARD, 8.4 M (27.6
 AD9358'FT) SOUTHWEST OF A CONCRETE PIER SUPPORTING A LIGHT POLE, 22.1 M (72.5
 AD9358'FT) WEST-NORTHWEST OF A EISMANN LAW OFFICES SIGN, 14.8 M (48.6 FT)
 AD9358'SOUTH OF THE SOUTHEAST CORNER OF THE SAVAGE TAN BUILDING AND 0.61 M
 AD9358'(2.00 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.  NOTE--A PIECE OF
 AD9358'RE-BAR WAS PLACED IN THE MOUNMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0251 ***********************************************************************
 OH0251  DESIGNATION -  F 224
 OH0251  PID         -  OH0251
 OH0251  STATE/COUNTY-  ID/ADA
 OH0251  USGS QUAD   -  OWYHEE (1992)
 OH0251
 OH0251                         *CURRENT SURVEY CONTROL
 OH0251  ___________________________________________________________________
 OH0251* NAD 83(1986)-  43 25 17.     (N)    116 13 13.     (W)     SCALED    
 OH0251* NAVD 88     -       894.165  (meters)    2933.61   (feet)  ADJUSTED  
 OH0251  ___________________________________________________________________
 OH0251  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 OH0251  DYNAMIC HT  -         893.801 (meters)    2932.41  (feet)  COMP
 OH0251  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 OH0251
 OH0251  VERT ORDER  -  FIRST     CLASS II
 OH0251
 OH0251.The horizontal coordinates were scaled from a topographic map and have
 OH0251.an estimated accuracy of +/- 6 seconds.
 OH0251
 OH0251.The orthometric height was determined by differential leveling
 OH0251.and adjusted by the National Geodetic Survey in June 1991..
 OH0251
 OH0251.The geoid height was determined by GEOID03.
 OH0251
 OH0251.The dynamic height is computed by dividing the NAVD 88
 OH0251.geopotential number by the normal gravity value computed on the
 OH0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0251.degrees latitude (g = 980.6199 gals.).
 OH0251
 OH0251.The modeled gravity was interpolated from observed gravity values.
 OH0251
 OH0251;                    North         East    Units  Estimated Accuracy
 OH0251;SPC ID W     -   195,020.      761,920.      MT  (+/- 180 meters Scaled)
 OH0251
 OH0251                          SUPERSEDED SURVEY CONTROL
 OH0251
 OH0251  NGVD 29 (??/??/92)  893.202  (m)         2930.45   (f) ADJ UNCH    1 2
 OH0251
 OH0251.Superseded values are not recommended for survey control.
 OH0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0251.See file dsdata.txt to determine how the superseded data were derived.
 OH0251
 OH0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ631079(NAD 83)
 OH0251_MARKER: DB = BENCH MARK DISK
 OH0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0251_STAMPING: F 224 1941
 OH0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0251+STABILITY: SURFACE MOTION
 OH0251
 OH0251  HISTORY     - Date     Condition        Report By
 OH0251  HISTORY     - 1941     MONUMENTED       CGS
 OH0251  HISTORY     - 1979     POOR             NGS
 OH0251
 OH0251                          STATION DESCRIPTION
 OH0251
 OH0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0251'1.2 MI W FROM OWHYEE.
 OH0251'1.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM OWHYEE, ADA
 OH0251'COUNTY, AT MILEPOST 436, 60 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 OH0251'25 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND NEAR A WHITE WOODEN
 OH0251'WITNESS POST.  A STANDARD DISK, STAMPED F 224 1941 AND SET IN THE TOP
 OH0251'OF A CONCRETE POST.
 OH0251
 OH0251                          STATION RECOVERY (1979)
 OH0251
 OH0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0251'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0744 ***********************************************************************
 NV0744  DESIGNATION -  F 225
 NV0744  PID         -  NV0744
 NV0744  STATE/COUNTY-  ID/ELMORE
 NV0744  USGS QUAD   -  INDIAN COVE (1992)
 NV0744
 NV0744                         *CURRENT SURVEY CONTROL
 NV0744  ___________________________________________________________________
 NV0744* NAD 83(1986)-  42 57 27.     (N)    115 30 52.     (W)     SCALED    
 NV0744* NAVD 88     -       810.767  (meters)    2659.99   (feet)  POSTED    
 NV0744  ___________________________________________________________________
 NV0744  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 NV0744  DYNAMIC HT  -         810.440 (meters)    2658.92  (feet)  COMP
 NV0744  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 NV0744
 NV0744  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV0744
 NV0744.The horizontal coordinates were scaled from a topographic map and have
 NV0744.an estimated accuracy of +/- 6 seconds.
 NV0744
 NV0744.The orthometric height was determined by differential leveling
 NV0744.and adjusted by the National Geodetic Survey in 1992..
 NV0744.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV0744.rate of 0.0 thru 1.0 mm/km.
 NV0744
 NV0744.The geoid height was determined by GEOID03.
 NV0744
 NV0744.The dynamic height is computed by dividing the NAVD 88
 NV0744.geopotential number by the normal gravity value computed on the
 NV0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0744.degrees latitude (g = 980.6199 gals.).
 NV0744
 NV0744.The modeled gravity was interpolated from observed gravity values.
 NV0744
 NV0744;                    North         East    Units  Estimated Accuracy
 NV0744;SPC ID W     -   143,400.      819,220.      MT  (+/- 180 meters Scaled)
 NV0744
 NV0744                          SUPERSEDED SURVEY CONTROL
 NV0744
 NV0744  NGVD 29 (??/??/92)  809.954  (m)         2657.32   (f) ADJ UNCH    1 2
 NV0744
 NV0744.Superseded values are not recommended for survey control.
 NV0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0744.See file dsdata.txt to determine how the superseded data were derived.
 NV0744
 NV0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH211571(NAD 83)
 NV0744_MARKER: DB = BENCH MARK DISK
 NV0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0744_SP_SET: CULVERT
 NV0744_STAMPING: F 225 1960
 NV0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0744
 NV0744  HISTORY     - Date     Condition        Report By
 NV0744  HISTORY     - 1960     MONUMENTED       CGS
 NV0744  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0744
 NV0744                          STATION DESCRIPTION
 NV0744
 NV0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NV0744'11.65 MI W FROM GLENNS FERRY.
 NV0744'ABOUT 11.65 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0744'STATION AT GLENNS FERRY, IN THE TOP AND 1.2 FEET SOUTHWEST OF THE
 NV0744'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 36-INCH PIPE CULVERT
 NV0744'NUMBER 385.53, 36.3 FEET (SLOPE MEASUREMENT) SOUTHEAST OF THE
 NV0744'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, ABOUT 11 FEET LOWER THAN THE
 NV0744'TRACK.
 NV0744
 NV0744                          STATION RECOVERY (1983)
 NV0744
 NV0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0220 ***********************************************************************
 OY0220  DESIGNATION -  F 226
 OY0220  PID         -  OY0220
 OY0220  STATE/COUNTY-  ID/BINGHAM
 OY0220  USGS QUAD   -  FIRTH (1979)
 OY0220
 OY0220                         *CURRENT SURVEY CONTROL
 OY0220  ___________________________________________________________________
 OY0220* NAD 83(1986)-  43 15 41.     (N)    112 14 18.     (W)     SCALED    
 OY0220* NAVD 88     -      1389.024  (meters)    4557.16   (feet)  ADJUSTED  
 OY0220  ___________________________________________________________________
 OY0220  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 OY0220  DYNAMIC HT  -        1388.264 (meters)    4554.66  (feet)  COMP
 OY0220  MODELED GRAV-     980,024.2   (mgal)                       NAVD 88
 OY0220
 OY0220  VERT ORDER  -  FIRST     CLASS I
 OY0220
 OY0220.The horizontal coordinates were scaled from a topographic map and have
 OY0220.an estimated accuracy of +/- 6 seconds.
 OY0220
 OY0220.The orthometric height was determined by differential leveling
 OY0220.and adjusted by the National Geodetic Survey in June 1991..
 OY0220
 OY0220.The geoid height was determined by GEOID03.
 OY0220
 OY0220.The dynamic height is computed by dividing the NAVD 88
 OY0220.geopotential number by the normal gravity value computed on the
 OY0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0220.degrees latitude (g = 980.6199 gals.).
 OY0220
 OY0220.The modeled gravity was interpolated from observed gravity values.
 OY0220
 OY0220;                    North         East    Units  Estimated Accuracy
 OY0220;SPC ID E     -   177,140.      194,180.      MT  (+/- 180 meters Scaled)
 OY0220
 OY0220                          SUPERSEDED SURVEY CONTROL
 OY0220
 OY0220  NGVD 29 (08/20/92) 1387.951  (m)         4553.64   (f) ADJUSTED    1 1
 OY0220
 OY0220.Superseded values are not recommended for survey control.
 OY0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0220.See file dsdata.txt to determine how the superseded data were derived.
 OY0220
 OY0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN994905(NAD 83)
 OY0220_MARKER: DB = BENCH MARK DISK
 OY0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0220_STAMPING: F 226 1960
 OY0220_MARK LOGO: CGS   
 OY0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0220+STABILITY: SURFACE MOTION
 OY0220
 OY0220  HISTORY     - Date     Condition        Report By
 OY0220  HISTORY     - 1960     MONUMENTED       CGS
 OY0220  HISTORY     - 1967     GOOD             NGS
 OY0220  HISTORY     - 1983     GOOD             NGS
 OY0220
 OY0220                          STATION DESCRIPTION
 OY0220
 OY0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0220'4.0 MI SW FROM FIRTH.
 OY0220'4.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0220'AT FIRTH, 0.4 MILE NORTHEAST OF MILEPOLE 165, AT THE CROSSING OF A
 OY0220'GRAVEL ROAD, 47.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 16 FEET
 OY0220'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 43.1 FEET EAST OF THE
 OY0220'SOUTHEAST END OF 24-INCH PIPE CULVERT 165.42, 7 1/2 FEET SOUTH OF
 OY0220'TELEPHONE POLE 49E, 5.3 FEET SOUTHWEST OF THE SOUTHWEST END OF A GATE,
 OY0220'1 1/2 FEET NORTHEAST OF A FENCE CORNER, 1.7 FEET NORTHWEST OF A FENCE,
 OY0220'1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 OY0220'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 OY0220'THE GROUND.
 OY0220
 OY0220                          STATION RECOVERY (1967)
 OY0220
 OY0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0220'RECOVERED IN GOOD CONDITION.
 OY0220
 OY0220                          STATION RECOVERY (1983)
 OY0220
 OY0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0220'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OY0220'THE FOLLOWING EXCEPTION, DELETE 7 1/2 FEET SOUTH OF TELEPHONE POLE
 OY0220'49E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0385 ***********************************************************************
 OX0385  DESIGNATION -  F 227
 OX0385  PID         -  OX0385
 OX0385  STATE/COUNTY-  ID/BONNEVILLE
 OX0385  USGS QUAD   -  UCON (1979)
 OX0385
 OX0385                         *CURRENT SURVEY CONTROL
 OX0385  ___________________________________________________________________
 OX0385* NAD 83(1986)-  43 34 57.     (N)    111 58 27.     (W)     SCALED    
 OX0385* NAVD 88     -      1462.354  (meters)    4797.74   (feet)  POSTED    
 OX0385  ___________________________________________________________________
 OX0385  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 OX0385  DYNAMIC HT  -        1461.590 (meters)    4795.23  (feet)  COMP
 OX0385  MODELED GRAV-     980,047.6   (mgal)                       NAVD 88
 OX0385
 OX0385  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0385
 OX0385.The horizontal coordinates were scaled from a topographic map and have
 OX0385.an estimated accuracy of +/- 6 seconds.
 OX0385
 OX0385.The orthometric height was determined by differential leveling
 OX0385.and adjusted by the National Geodetic Survey in 1992..
 OX0385.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0385.rate of 0.0 thru 1.0 mm/km.
 OX0385
 OX0385.The geoid height was determined by GEOID03.
 OX0385
 OX0385.The dynamic height is computed by dividing the NAVD 88
 OX0385.geopotential number by the normal gravity value computed on the
 OX0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0385.degrees latitude (g = 980.6199 gals.).
 OX0385
 OX0385.The modeled gravity was interpolated from observed gravity values.
 OX0385
 OX0385;                    North         East    Units  Estimated Accuracy
 OX0385;SPC ID E     -   212,830.      215,550.      MT  (+/- 180 meters Scaled)
 OX0385
 OX0385                          SUPERSEDED SURVEY CONTROL
 OX0385
 OX0385  NGVD 29 (??/??/92) 1461.273  (m)         4794.19   (f) ADJ UNCH    1 2
 OX0385
 OX0385.Superseded values are not recommended for survey control.
 OX0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0385.See file dsdata.txt to determine how the superseded data were derived.
 OX0385
 OX0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP213259(NAD 83)
 OX0385_MARKER: DB = BENCH MARK DISK
 OX0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0385_SP_SET: RETAINING WALL
 OX0385_STAMPING: F 227 1960
 OX0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0385
 OX0385  HISTORY     - Date     Condition        Report By
 OX0385  HISTORY     - 1960     MONUMENTED       CGS
 OX0385  HISTORY     - 1983     MARK NOT FOUND   NGS
 OX0385  HISTORY     - 19910419 MARK NOT FOUND   IDDT
 OX0385
 OX0385                          STATION DESCRIPTION
 OX0385
 OX0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0385'6.85 MI SW FROM RIGBY.
 OX0385'6.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0385'AT RIGBY, 2 POLES SOUTHWEST OF MILEPOLE 7, DIRECTLY OPPOSITE OF
 OX0385'RAILROAD CULVERT 6.96, 73 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 OX0385'OF FAIRVIEW ROAD, IN TOP OF THE SOUTHEAST END OF THE EAST CONCRETE
 OX0385'WING WALL FOR THE SOUTH CONCRETE RETAINING WALL OF AN IRRIGATION
 OX0385'FLOODGATE, 44.2 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL, 28
 OX0385'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A FENCE,
 OX0385'AND ABOUT 2 FEET LOWER THAN THE TRACK.
 OX0385
 OX0385                          STATION RECOVERY (1983)
 OX0385
 OX0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0385'THE IRRIGATION FLOOD GATE HAS BEEN REMOVED.
 OX0385
 OX0385                          STATION RECOVERY (1991)
 OX0385
 OX0385'RECOVERY NOTE BY ID DEPT OF TRANSP 1991 (RR)
 OX0385'A THOROUGH SEARCH WAS MADE AT THE DESCRIBED LOCATION.  MARK COULD NOT
 OX0385'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0422 ***********************************************************************
 OX0422  DESIGNATION -  F 228
 OX0422  PID         -  OX0422
 OX0422  STATE/COUNTY-  ID/MADISON
 OX0422  USGS QUAD   -  REXBURG (1979)
 OX0422
 OX0422                         *CURRENT SURVEY CONTROL
 OX0422  ___________________________________________________________________
 OX0422* NAD 83(1986)-  43 49 36.     (N)    111 46 41.     (W)     SCALED    
 OX0422* NAVD 88     -      1485.274  (meters)    4872.94   (feet)  ADJUSTED  
 OX0422  ___________________________________________________________________
 OX0422  GEOID HEIGHT-         -11.17  (meters)                     GEOID03
 OX0422  DYNAMIC HT  -        1484.500 (meters)    4870.40  (feet)  COMP
 OX0422  MODELED GRAV-     980,045.6   (mgal)                       NAVD 88
 OX0422
 OX0422  VERT ORDER  -  FIRST     CLASS II
 OX0422
 OX0422.The horizontal coordinates were scaled from a topographic map and have
 OX0422.an estimated accuracy of +/- 6 seconds.
 OX0422
 OX0422.The orthometric height was determined by differential leveling
 OX0422.and adjusted by the National Geodetic Survey in June 1991..
 OX0422
 OX0422.The geoid height was determined by GEOID03.
 OX0422
 OX0422.The dynamic height is computed by dividing the NAVD 88
 OX0422.geopotential number by the normal gravity value computed on the
 OX0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0422.degrees latitude (g = 980.6199 gals.).
 OX0422
 OX0422.The modeled gravity was interpolated from observed gravity values.
 OX0422
 OX0422;                    North         East    Units  Estimated Accuracy
 OX0422;SPC ID E     -   240,010.      231,260.      MT  (+/- 180 meters Scaled)
 OX0422
 OX0422                          SUPERSEDED SURVEY CONTROL
 OX0422
 OX0422  NGVD 29 (08/20/92) 1484.185  (m)         4869.36   (f) ADJUSTED    1 2
 OX0422
 OX0422.Superseded values are not recommended for survey control.
 OX0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0422.See file dsdata.txt to determine how the superseded data were derived.
 OX0422
 OX0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP374529(NAD 83)
 OX0422_MARKER: DB = BENCH MARK DISK
 OX0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0422_SP_SET: BUILDING
 OX0422_STAMPING: F 228 1960
 OX0422_MARK LOGO: CGS   
 OX0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0422
 OX0422  HISTORY     - Date     Condition        Report By
 OX0422  HISTORY     - 1960     MONUMENTED       CGS
 OX0422  HISTORY     - 1983     GOOD             NGS
 OX0422  HISTORY     - 20020402 MARK NOT FOUND   IDTD
 OX0422
 OX0422                          STATION DESCRIPTION
 OX0422
 OX0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0422'IN REXBURG.
 OX0422'AT REXBURG, AT THE NORTHWEST CORNER OF THE INTERSECTION OF EAST MAIN
 OX0422'STREET AND NORTH SECOND EAST, SET VERTICALLY IN THE EAST FACE AND 0.5
 OX0422'FOOT NORTH OF THE SOUTHEAST CORNER OF THE COUNTY COURT HOUSE, 1.6 FEET
 OX0422'ABOVE THE GROUND, AND ABOUT 2 FEET HIGHER THAN THE MAIN STREET.
 OX0422
 OX0422                          STATION RECOVERY (1983)
 OX0422
 OX0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0422'RECOVERED IN GOOD CONDITION.
 OX0422
 OX0422                          STATION RECOVERY (2002)
 OX0422
 OX0422'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OX0422'WE BELIEVE THIS MARK IS INTACT, BUT HAS BEEN STUCCOED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0414 ***********************************************************************
 PY0414  DESIGNATION -  F 229
 PY0414  PID         -  PY0414
 PY0414  STATE/COUNTY-  ID/FREMONT
 PY0414  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0414
 PY0414                         *CURRENT SURVEY CONTROL
 PY0414  ___________________________________________________________________
 PY0414* NAD 83(1986)-  44 11 42.     (N)    111 16 07.     (W)     SCALED    
 PY0414* NAVD 88     -      1807.683  (meters)    5930.71   (feet)  POSTED    
 PY0414  ___________________________________________________________________
 PY0414  GEOID HEIGHT-          -9.89  (meters)                     GEOID03
 PY0414  DYNAMIC HT  -        1806.670 (meters)    5927.38  (feet)  COMP
 PY0414  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 PY0414
 PY0414  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0414
 PY0414.The horizontal coordinates were scaled from a topographic map and have
 PY0414.an estimated accuracy of +/- 6 seconds.
 PY0414
 PY0414.The orthometric height was determined by differential leveling
 PY0414.and adjusted by the National Geodetic Survey in 1992..
 PY0414.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0414.rate of 1.1 thru 2.0 mm/km.
 PY0414
 PY0414.The geoid height was determined by GEOID03.
 PY0414
 PY0414.The dynamic height is computed by dividing the NAVD 88
 PY0414.geopotential number by the normal gravity value computed on the
 PY0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0414.degrees latitude (g = 980.6199 gals.).
 PY0414
 PY0414.The modeled gravity was interpolated from observed gravity values.
 PY0414
 PY0414;                    North         East    Units  Estimated Accuracy
 PY0414;SPC ID E     -   281,250.      271,790.      MT  (+/- 180 meters Scaled)
 PY0414
 PY0414                          SUPERSEDED SURVEY CONTROL
 PY0414
 PY0414  NGVD 29 (??/??/92) 1806.471  (m)         5926.73   (f) ADJ UNCH    1 2
 PY0414
 PY0414.Superseded values are not recommended for survey control.
 PY0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0414.See file dsdata.txt to determine how the superseded data were derived.
 PY0414
 PY0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP785935(NAD 83)
 PY0414_MARKER: DB = BENCH MARK DISK
 PY0414_SETTING: 66 = SET IN ROCK OUTCROP
 PY0414_SP_SET: ROCK OUTCROP
 PY0414_STAMPING: F 229 1960
 PY0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0414+STABILITY: POSITION/ELEVATION WELL
 PY0414
 PY0414  HISTORY     - Date     Condition        Report By
 PY0414  HISTORY     - 1960     MONUMENTED       CGS
 PY0414
 PY0414                          STATION DESCRIPTION
 PY0414
 PY0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0414'14.95 MI NE FROM ASHTON.
 PY0414'14.95 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 PY0414'STATION AT ASHTON, 64 FEET SOUTH-SOUTHWEST OF MILEPOST 66, IN TOP OF A
 PY0414'LEDGE OF ROCK OUTCROP WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, 6.3
 PY0414'FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0924 ***********************************************************************
 RZ0924  DESIGNATION -  F 23
 RZ0924  PID         -  RZ0924
 RZ0924  STATE/COUNTY-  ID/NEZ PERCE
 RZ0924  USGS QUAD   -  CLARKSTON (1971)
 RZ0924
 RZ0924                         *CURRENT SURVEY CONTROL
 RZ0924  ___________________________________________________________________
 RZ0924* NAD 83(1986)-  46 27 20.     (N)    117 00 20.     (W)     SCALED    
 RZ0924* NAVD 88     -       572.127  (meters)    1877.05   (feet)  ADJUSTED  
 RZ0924  ___________________________________________________________________
 RZ0924  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 RZ0924  DYNAMIC HT  -         572.086 (meters)    1876.92  (feet)  COMP
 RZ0924  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 RZ0924
 RZ0924  VERT ORDER  -  FIRST     CLASS II
 RZ0924
 RZ0924.The horizontal coordinates were scaled from a topographic map and have
 RZ0924.an estimated accuracy of +/- 6 seconds.
 RZ0924
 RZ0924.The orthometric height was determined by differential leveling
 RZ0924.and adjusted by the National Geodetic Survey in June 1991..
 RZ0924
 RZ0924.The geoid height was determined by GEOID03.
 RZ0924
 RZ0924.The dynamic height is computed by dividing the NAVD 88
 RZ0924.geopotential number by the normal gravity value computed on the
 RZ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0924.degrees latitude (g = 980.6199 gals.).
 RZ0924
 RZ0924.The modeled gravity was interpolated from observed gravity values.
 RZ0924
 RZ0924;                    North         East    Units  Estimated Accuracy
 RZ0924;SPC ID W     -   532,840.      703,550.      MT  (+/- 180 meters Scaled)
 RZ0924
 RZ0924                          SUPERSEDED SURVEY CONTROL
 RZ0924
 RZ0924  NGVD 29 (??/??/92)  571.090  (m)         1873.65   (f) ADJ UNCH    1 2
 RZ0924
 RZ0924.Superseded values are not recommended for survey control.
 RZ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0924.See file dsdata.txt to determine how the superseded data were derived.
 RZ0924
 RZ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM995446(NAD 83)
 RZ0924_MARKER: DB = BENCH MARK DISK
 RZ0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0924_STAMPING: F 23 1933
 RZ0924_MARK LOGO: CGS   
 RZ0924_PROJECTION: PROJECTING 20 CENTIMETERS
 RZ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0924+STABILITY: SURFACE MOTION
 RZ0924
 RZ0924  HISTORY     - Date     Condition        Report By
 RZ0924  HISTORY     - 1933     MONUMENTED       CGS
 RZ0924  HISTORY     - 1946     GOOD             NGS
 RZ0924  HISTORY     - 1980     GOOD             NGS
 RZ0924
 RZ0924                          STATION DESCRIPTION
 RZ0924
 RZ0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0924'5.5 MI N FROM LEWISTON.
 RZ0924'5.5 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE AT
 RZ0924'LEWISTON, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 8 FEET EAST
 RZ0924'OF THE EAST END OF A GATE, 2.6 FEET SOUTH OF A FENCE, AND 3 FEET SOUTH
 RZ0924'OF A WHITE WITNESS POST.  A BRONZE DISK, SET IN THE TOP OF A CONCRETE
 RZ0924'POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.
 RZ0924
 RZ0924                          STATION RECOVERY (1980)
 RZ0924
 RZ0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0924'7.6 KILOMETERS (4.7 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ0924'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, AT THE NORTHWEST END OF A
 RZ0924'HIGHWAY CURVE, 8.5 METERS (28.0 FEET) SOUTHWEST OF THE CENTERLINE OF
 RZ0924'THE HIGHWAY, 2.4 METERS (8.0 FEET) SOUTHEAST OF THE SOUTHEAST END OF
 RZ0924'A WOODEN GATE IN A BARBED WIRE FENCE LINE, 0.7 METER (2.6 FEET)
 RZ0924'SOUTHWEST OF THE FENCE LINE.
 RZ0924'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 RZ0924'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0394 ***********************************************************************
 QA0394  DESIGNATION -  F 230
 QA0394  PID         -  QA0394
 QA0394  STATE/COUNTY-  ID/BOISE
 QA0394  USGS QUAD   -  SCOTT CREEK (1972)
 QA0394
 QA0394                         *CURRENT SURVEY CONTROL
 QA0394  ___________________________________________________________________
 QA0394* NAD 83(1986)-  44 09 14.     (N)    115 43 13.     (W)     SCALED    
 QA0394* NAVD 88     -      2129.800  (meters)    6987.52   (feet)  ADJUSTED  
 QA0394  ___________________________________________________________________
 QA0394  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 QA0394  DYNAMIC HT  -        2128.499 (meters)    6983.25  (feet)  COMP
 QA0394  MODELED GRAV-     979,930.7   (mgal)                       NAVD 88
 QA0394
 QA0394  VERT ORDER  -  SECOND    CLASS 0
 QA0394
 QA0394.The horizontal coordinates were scaled from a topographic map and have
 QA0394.an estimated accuracy of +/- 6 seconds.
 QA0394
 QA0394.The orthometric height was determined by differential leveling
 QA0394.and adjusted by the National Geodetic Survey in June 1991..
 QA0394
 QA0394.The geoid height was determined by GEOID03.
 QA0394
 QA0394.The dynamic height is computed by dividing the NAVD 88
 QA0394.geopotential number by the normal gravity value computed on the
 QA0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0394.degrees latitude (g = 980.6199 gals.).
 QA0394
 QA0394.The modeled gravity was interpolated from observed gravity values.
 QA0394
 QA0394;                    North         East    Units  Estimated Accuracy
 QA0394;SPC ID W     -   276,290.      802,380.      MT  (+/- 180 meters Scaled)
 QA0394
 QA0394                          SUPERSEDED SURVEY CONTROL
 QA0394
 QA0394  NGVD 29 (??/??/92) 2128.489  (m)         6983.22   (f) ADJ UNCH    2 0
 QA0394
 QA0394.Superseded values are not recommended for survey control.
 QA0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0394.See file dsdata.txt to determine how the superseded data were derived.
 QA0394
 QA0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ023897(NAD 83)
 QA0394_MARKER: DB = BENCH MARK DISK
 QA0394_SETTING: 80 = SET IN A BOULDER
 QA0394_SP_SET: BOULDER
 QA0394_STAMPING: F 230 1960
 QA0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0394+STABILITY: SURFACE MOTION
 QA0394
 QA0394  HISTORY     - Date     Condition        Report By
 QA0394  HISTORY     - 1960     MONUMENTED       CGS
 QA0394
 QA0394                          STATION DESCRIPTION
 QA0394
 QA0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0394'17.5 MI S FROM DEADWOOD DAM.
 QA0394'17.5 MILES SOUTH ALONG DEADWOOD ROAD FROM THE WEST END OF DEADWOOD
 QA0394'DAM, 0.25 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING TO BOG GUARD
 QA0394'STATION AND DEADWOOD LOOKOUT, 0.05 MILE NORTHEAST AND AROUND A CURVE
 QA0394'FROM AN 18-INCH PIPE CULVERT, SET VERTICALLY IN THE NORTHWEST FACE OF
 QA0394'A BOULDER WHICH PROJECTS ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, 9 FEET
 QA0394'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 149 FEET NORTHEAST OF THE
 QA0394'CENTER OF A SHARP CURVE, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0863 ***********************************************************************
 QA0863  DESIGNATION -  F 230 RESET
 QA0863  PID         -  QA0863
 QA0863  STATE/COUNTY-  ID/VALLEY
 QA0863  USGS QUAD   -  SCOTT CREEK (1972)
 QA0863
 QA0863                         *CURRENT SURVEY CONTROL
 QA0863  ___________________________________________________________________
 QA0863* NAD 83(1986)-  44 09 14.     (N)    115 43 13.     (W)     SCALED    
 QA0863* NAVD 88     -      2114.79   (meters)    6938.3    (feet)  RESET     
 QA0863  ___________________________________________________________________
 QA0863  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 QA0863
 QA0863  VERT ORDER  -  THIRD
 QA0863
 QA0863.The horizontal coordinates were scaled from a topographic map and have
 QA0863.an estimated accuracy of +/- 6 seconds.
 QA0863
 QA0863.The orthometric height was computed from unverified reset data.
 QA0863.No vertical observational check was made to the station.
 QA0863
 QA0863.The geoid height was determined by GEOID03.
 QA0863
 QA0863;                    North         East    Units  Estimated Accuracy
 QA0863;SPC ID W     -   276,290.      802,380.      MT  (+/- 180 meters Scaled)
 QA0863
 QA0863                          SUPERSEDED SURVEY CONTROL
 QA0863
 QA0863  NGVD 29 (03/27/06) 2113.48   (m)         6934.0    (f) RESET       3  
 QA0863
 QA0863.Superseded values are not recommended for survey control.
 QA0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0863.See file dsdata.txt to determine how the superseded data were derived.
 QA0863
 QA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ023897(NAD 83)
 QA0863_MARKER: DB = BENCH MARK DISK
 QA0863_SETTING: 80 = SET IN A BOULDER
 QA0863_SP_SET: BOULDER
 QA0863_STAMPING: F 230 RESET 1984
 QA0863_MARK LOGO: NGS   
 QA0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0863+STABILITY: SURFACE MOTION
 QA0863
 QA0863  HISTORY     - Date     Condition        Report By
 QA0863  HISTORY     - 1984     MONUMENTED       NGS
 QA0863
 QA0863                          STATION DESCRIPTION
 QA0863
 QA0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QA0863'29.9 KM (18.60 MI) SW FROM DEADWOOD DAM.
 QA0863'GO SOUTH ON HIGHWAY 582 FROM ITS INTERSECTION WITH HIGHWAY 21 AT
 QA0863'LOWMAN, FOR 16.5 KM (10.25 MI), TURN RIGHT ON DEADWOOD RIVER ROAD
 QA0863'(ALSO CALLED SCOTT MTN ROAD) AND GO 13.4 KM (8.35 MI) TO THE MARK ON
 QA0863'THE LEFT, IN A DRILL HOLE IN A BOULDER ABOUT 1 METER SQUARE AND
 QA0863'PROJECTS ABOUT 0.3 METER, 0.5 KM (0.30 MI) SOUTH OF THE JUNCTION OF
 QA0863'THE ROAD LEADING TO DEADWOOD LOOKOUT, 23 METER NORTHWEST OF THE
 QA0863'CENTERLINE OF THE ROAD, 1.0 METER WEST OF A WITNESS POST AND ABOUT 10
 QA0863'METERS BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0413 ***********************************************************************
 QA0413  DESIGNATION -  F 231
 QA0413  PID         -  QA0413
 QA0413  STATE/COUNTY-  ID/VALLEY
 QA0413  USGS QUAD   -  DEADWOOD RESERVOIR (1988)
 QA0413
 QA0413                         *CURRENT SURVEY CONTROL
 QA0413  ___________________________________________________________________
 QA0413* NAD 83(1986)-  44 15 15.     (N)    115 40 39.     (W)     SCALED    
 QA0413* NAVD 88     -      1796.991  (meters)    5895.63   (feet)  ADJUSTED  
 QA0413  ___________________________________________________________________
 QA0413  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 QA0413  DYNAMIC HT  -        1796.000 (meters)    5892.38  (feet)  COMP
 QA0413  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 QA0413
 QA0413  VERT ORDER  -  SECOND    CLASS 0
 QA0413
 QA0413.The horizontal coordinates were scaled from a topographic map and have
 QA0413.an estimated accuracy of +/- 6 seconds.
 QA0413
 QA0413.The orthometric height was determined by differential leveling
 QA0413.and adjusted by the National Geodetic Survey in June 1991..
 QA0413
 QA0413.The geoid height was determined by GEOID03.
 QA0413
 QA0413.The dynamic height is computed by dividing the NAVD 88
 QA0413.geopotential number by the normal gravity value computed on the
 QA0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0413.degrees latitude (g = 980.6199 gals.).
 QA0413
 QA0413.The modeled gravity was interpolated from observed gravity values.
 QA0413
 QA0413;                    North         East    Units  Estimated Accuracy
 QA0413;SPC ID W     -   287,430.      805,790.      MT  (+/- 180 meters Scaled)
 QA0413
 QA0413                          SUPERSEDED SURVEY CONTROL
 QA0413
 QA0413  NGVD 29 (??/??/92) 1795.746  (m)         5891.54   (f) ADJ UNCH    2 0
 QA0413
 QA0413.Superseded values are not recommended for survey control.
 QA0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0413.See file dsdata.txt to determine how the superseded data were derived.
 QA0413
 QA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK055009(NAD 83)
 QA0413_MARKER: DB = BENCH MARK DISK
 QA0413_SETTING: 80 = SET IN A BOULDER
 QA0413_SP_SET: BOULDER
 QA0413_STAMPING: F 231 1960
 QA0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0413+STABILITY: SURFACE MOTION
 QA0413
 QA0413  HISTORY     - Date     Condition        Report By
 QA0413  HISTORY     - 1960     MONUMENTED       CGS
 QA0413
 QA0413                          STATION DESCRIPTION
 QA0413
 QA0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0413'4.3 MI S FROM DEADWOOD DAM.
 QA0413'4.3 MILES SOUTH ALONG DEADWOOD ROAD FROM THE WEST END OF DEADWOOD DAM,
 QA0413'AT THE SOUTH END OF A CURVE, IN TOP OF A 3-BY 3-FOOT GRANITE BOULDER
 QA0413'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 20 FEET EAST OF THE
 QA0413'CENTER LINE OF THE ROAD, 48 FEET SOUTHEAST OF THE CENTER OF THE CURVE,
 QA0413'4.2 FEET EAST OF A WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0425 ***********************************************************************
 PY0425  DESIGNATION -  F 232
 PY0425  PID         -  PY0425
 PY0425  STATE/COUNTY-  ID/FREMONT
 PY0425  USGS QUAD   -  HATCHERY BUTTE (1964)
 PY0425
 PY0425                         *CURRENT SURVEY CONTROL
 PY0425  ___________________________________________________________________
 PY0425* NAD 83(1986)-  44 19 44.     (N)    111 17 57.     (W)     SCALED    
 PY0425* NAVD 88     -      1909.589  (meters)    6265.04   (feet)  POSTED    
 PY0425  ___________________________________________________________________
 PY0425  GEOID HEIGHT-          -9.65  (meters)                     GEOID03
 PY0425  DYNAMIC HT  -        1908.510 (meters)    6261.50  (feet)  COMP
 PY0425  MODELED GRAV-     979,983.0   (mgal)                       NAVD 88
 PY0425
 PY0425  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0425
 PY0425.The horizontal coordinates were scaled from a topographic map and have
 PY0425.an estimated accuracy of +/- 6 seconds.
 PY0425
 PY0425.The orthometric height was determined by differential leveling
 PY0425.and adjusted by the National Geodetic Survey in 1992..
 PY0425.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0425.rate of 1.1 thru 2.0 mm/km.
 PY0425
 PY0425.The geoid height was determined by GEOID03.
 PY0425
 PY0425.The dynamic height is computed by dividing the NAVD 88
 PY0425.geopotential number by the normal gravity value computed on the
 PY0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0425.degrees latitude (g = 980.6199 gals.).
 PY0425
 PY0425.The modeled gravity was interpolated from observed gravity values.
 PY0425
 PY0425;                    North         East    Units  Estimated Accuracy
 PY0425;SPC ID E     -   296,100.      269,190.      MT  (+/- 180 meters Scaled)
 PY0425
 PY0425                          SUPERSEDED SURVEY CONTROL
 PY0425
 PY0425  NGVD 29 (??/??/92) 1908.319  (m)         6260.88   (f) ADJ UNCH    1 2
 PY0425
 PY0425.Superseded values are not recommended for survey control.
 PY0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0425.See file dsdata.txt to determine how the superseded data were derived.
 PY0425
 PY0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ761084(NAD 83)
 PY0425_MARKER: DB = BENCH MARK DISK
 PY0425_SETTING: 80 = SET IN A BOULDER
 PY0425_STAMPING: F 232 1960
 PY0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0425+STABILITY: SURFACE MOTION
 PY0425
 PY0425  HISTORY     - Date     Condition        Report By
 PY0425  HISTORY     - 1960     MONUMENTED       CGS
 PY0425  HISTORY     - 1967     GOOD             NGS
 PY0425
 PY0425                          STATION DESCRIPTION
 PY0425
 PY0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0425'14.85 MI SW FROM BIG SPRINGS.
 PY0425'14.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 PY0425'STATION AT BIG SPRINGS, 0.25 MILE NORTH OF THE STATION SIGN AT ECCLES,
 PY0425'AT THE NORTH END OF A ROCKY CUT, 44.9 FEET SOUTHWEST OF THE THIRD POLE
 PY0425'SOUTH OF MILEPOLE 76, IN TOP OF A 2-BY 3-FOOT LAVA BOULDER, 16.5 FEET
 PY0425'EAST OF THE EAST RAIL, 221 FEET SOUTH AND ACROSS THE TRACK FROM A
 PY0425'SWITCH STAND AT THE NORTH END OF THE SIDING, 12 FEET SOUTHWEST OF THE
 PY0425'SOUTHWEST CORNER OF A SECTION CAR SET-OFF, 4.9 FEET SOUTH OF A WITNESS
 PY0425'POST, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 PY0425
 PY0425                          STATION RECOVERY (1967)
 PY0425
 PY0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0024 ***********************************************************************
 QA0024  DESIGNATION -  F 233
 QA0024  PID         -  QA0024
 QA0024  STATE/COUNTY-  ID/CUSTER
 QA0024  USGS QUAD   -  PATS CREEK (1989)
 QA0024
 QA0024                         *CURRENT SURVEY CONTROL
 QA0024  ___________________________________________________________________
 QA0024* NAD 83(1986)-  44 30 38.     (N)    114 21 12.     (W)     SCALED    
 QA0024* NAVD 88     -      1949.907  (meters)    6397.32   (feet)  ADJUSTED  
 QA0024  ___________________________________________________________________
 QA0024  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 QA0024  DYNAMIC HT  -        1948.797 (meters)    6393.68  (feet)  COMP
 QA0024  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 QA0024
 QA0024  VERT ORDER  -  SECOND    CLASS 0
 QA0024
 QA0024.The horizontal coordinates were scaled from a topographic map and have
 QA0024.an estimated accuracy of +/- 6 seconds.
 QA0024
 QA0024.The orthometric height was determined by differential leveling
 QA0024.and adjusted by the National Geodetic Survey in June 1991..
 QA0024
 QA0024.The geoid height was determined by GEOID03.
 QA0024
 QA0024.The dynamic height is computed by dividing the NAVD 88
 QA0024.geopotential number by the normal gravity value computed on the
 QA0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0024.degrees latitude (g = 980.6199 gals.).
 QA0024
 QA0024.The modeled gravity was interpolated from observed gravity values.
 QA0024
 QA0024;                    North         East    Units  Estimated Accuracy
 QA0024;SPC ID C     -   315,980.      471,910.      MT  (+/- 180 meters Scaled)
 QA0024
 QA0024                          SUPERSEDED SURVEY CONTROL
 QA0024
 QA0024  NGVD 29 (??/??/92) 1948.617  (m)         6393.09   (f) ADJ UNCH    2 0
 QA0024
 QA0024.Superseded values are not recommended for survey control.
 QA0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0024.See file dsdata.txt to determine how the superseded data were derived.
 QA0024
 QA0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK103319(NAD 83)
 QA0024_MARKER: DB = BENCH MARK DISK
 QA0024_SETTING: 66 = SET IN ROCK OUTCROP
 QA0024_SP_SET: OUTCROP
 QA0024_STAMPING: F 233 1960
 QA0024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0024+STABILITY: POSITION/ELEVATION WELL
 QA0024
 QA0024  HISTORY     - Date     Condition        Report By
 QA0024  HISTORY     - 1960     MONUMENTED       CGS
 QA0024
 QA0024                          STATION DESCRIPTION
 QA0024
 QA0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0024'8.3 MI W FROM CHALLIS.
 QA0024'8.3 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0024'AT CHALLIS, SET VERTICALLY IN THE NORTH FACE OF AN OUTCROP CUT WHICH
 QA0024'PROJECTS ABOUT 20 FEET ABOVE THE ROAD, 9 FEET SOUTH OF THE CENTER LINE
 QA0024'OF THE ROAD, 150 FEET EAST OF THE CROSSING OF MILL CREEK, 99.6 FEET
 QA0024'EAST OF THE SOUTHEAST CORNER OF A STEEL CATTLEGUARD, ABOUT 1 FOOT
 QA0024'ABOVE THE GROUND, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0156 ***********************************************************************
 QA0156  DESIGNATION -  F 234
 QA0156  PID         -  QA0156
 QA0156  STATE/COUNTY-  ID/CUSTER
 QA0156  USGS QUAD   -  CUSTER (1963)
 QA0156
 QA0156                         *CURRENT SURVEY CONTROL
 QA0156  ___________________________________________________________________
 QA0156* NAD 83(1986)-  44 23 58.     (N)    114 39 53.     (W)     SCALED    
 QA0156* NAVD 88     -      2024.220  (meters)    6641.13   (feet)  ADJUSTED  
 QA0156  ___________________________________________________________________
 QA0156  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 QA0156  DYNAMIC HT  -        2022.990 (meters)    6637.09  (feet)  COMP
 QA0156  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 QA0156
 QA0156  VERT ORDER  -  SECOND    CLASS 0
 QA0156
 QA0156.The horizontal coordinates were scaled from a topographic map and have
 QA0156.an estimated accuracy of +/- 6 seconds.
 QA0156
 QA0156.The orthometric height was determined by differential leveling
 QA0156.and adjusted by the National Geodetic Survey in June 1991..
 QA0156
 QA0156.The geoid height was determined by GEOID03.
 QA0156
 QA0156.The dynamic height is computed by dividing the NAVD 88
 QA0156.geopotential number by the normal gravity value computed on the
 QA0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0156.degrees latitude (g = 980.6199 gals.).
 QA0156
 QA0156.The modeled gravity was interpolated from observed gravity values.
 QA0156
 QA0156;                    North         East    Units  Estimated Accuracy
 QA0156;SPC ID C     -   303,790.      447,050.      MT  (+/- 180 meters Scaled)
 QA0156
 QA0156                          SUPERSEDED SURVEY CONTROL
 QA0156
 QA0156  NGVD 29 (??/??/92) 2022.880  (m)         6636.73   (f) ADJ UNCH    2 0
 QA0156
 QA0156.Superseded values are not recommended for survey control.
 QA0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0156.See file dsdata.txt to determine how the superseded data were derived.
 QA0156
 QA0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK859188(NAD 83)
 QA0156_MARKER: DB = BENCH MARK DISK
 QA0156_SETTING: 66 = SET IN ROCK OUTCROP
 QA0156_SP_SET: ROCK OUTCROP
 QA0156_STAMPING: F 234 1960
 QA0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0156+STABILITY: POSITION/ELEVATION WELL
 QA0156
 QA0156  HISTORY     - Date     Condition        Report By
 QA0156  HISTORY     - 1960     MONUMENTED       CGS
 QA0156
 QA0156                          STATION DESCRIPTION
 QA0156
 QA0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0156'12.25 MI N FROM SUNBEAM.
 QA0156'12.25 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AND STORE AT
 QA0156'SUNBEAM, 0.3 MILE NORTHEAST OF THE JUNCTION OF LUCKY BOY MINE ROAD, AT
 QA0156'THE FOOT OF A GRADE, AT THE NORTH EDGE OF A CLEARING, IN TOP OF A 6-BY
 QA0156'10-FOOT OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 91 1/2
 QA0156'FEET NORTH OF THE CENTER LINE OF THE ROAD, 15.0 FEET NORTHWEST OF A
 QA0156'WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0444 ***********************************************************************
 PY0444  DESIGNATION -  F 234
 PY0444  PID         -  PY0444
 PY0444  STATE/COUNTY-  ID/FREMONT
 PY0444  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0444
 PY0444                         *CURRENT SURVEY CONTROL
 PY0444  ___________________________________________________________________
 PY0444* NAD 83(1986)-  44 07 41.     (N)    111 18 35.     (W)     SCALED    
 PY0444* NAVD 88     -      1694.581  (meters)    5559.64   (feet)  POSTED    
 PY0444  ___________________________________________________________________
 PY0444  GEOID HEIGHT-         -10.09  (meters)                     GEOID03
 PY0444  DYNAMIC HT  -        1693.680 (meters)    5556.68  (feet)  COMP
 PY0444  MODELED GRAV-     980,025.4   (mgal)                       NAVD 88
 PY0444
 PY0444  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0444
 PY0444.The horizontal coordinates were scaled from a topographic map and have
 PY0444.an estimated accuracy of +/- 6 seconds.
 PY0444
 PY0444.The orthometric height was determined by differential leveling
 PY0444.and adjusted by the National Geodetic Survey in 1992..
 PY0444.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0444.rate of 0.0 thru 1.0 mm/km.
 PY0444
 PY0444.The geoid height was determined by GEOID03.
 PY0444
 PY0444.The dynamic height is computed by dividing the NAVD 88
 PY0444.geopotential number by the normal gravity value computed on the
 PY0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0444.degrees latitude (g = 980.6199 gals.).
 PY0444
 PY0444.The modeled gravity was interpolated from observed gravity values.
 PY0444
 PY0444;                    North         East    Units  Estimated Accuracy
 PY0444;SPC ID E     -   273,780.      268,580.      MT  (+/- 180 meters Scaled)
 PY0444
 PY0444                          SUPERSEDED SURVEY CONTROL
 PY0444
 PY0444  NGVD 29 (??/??/92) 1693.451  (m)         5555.93   (f) ADJ UNCH    2 0
 PY0444
 PY0444.Superseded values are not recommended for survey control.
 PY0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0444.See file dsdata.txt to determine how the superseded data were derived.
 PY0444
 PY0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP752861(NAD 83)
 PY0444_MARKER: DD = SURVEY DISK
 PY0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0444_STAMPING: F 234 1946
 PY0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0444+STABILITY: SURFACE MOTION
 PY0444
 PY0444  HISTORY     - Date     Condition        Report By
 PY0444  HISTORY     - 1946     MONUMENTED       DOD
 PY0444
 PY0444                          STATION DESCRIPTION
 PY0444
 PY0444'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0444'9.8 MI NE FROM ASHTON.
 PY0444'9.8 MILES NORTHEAST ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT
 PY0444'COUNTY, 0.5 MILE NORTH OF THE SOUTH ENTRANCE TO TARGHEE NATIONAL
 PY0444'FOREST, 20 FEET EAST OF THE HIGHWAY, AND 2 FEET WEST OF A WHITE WOODEN
 PY0444'WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY STANDARD DISK, STAMPED
 PY0444'F 234 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 PY0444'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0497 ***********************************************************************
 PY0497  DESIGNATION -  F 235
 PY0497  PID         -  PY0497
 PY0497  STATE/COUNTY-  ID/FREMONT
 PY0497  USGS QUAD   -  ISLAND PARK DAM (1964)
 PY0497
 PY0497                         *CURRENT SURVEY CONTROL
 PY0497  ___________________________________________________________________
 PY0497* NAD 83(1986)-  44 24 22.     (N)    111 22 41.     (W)     SCALED    
 PY0497* NAVD 88     -      1913.789  (meters)    6278.82   (feet)  ADJUSTED  
 PY0497  ___________________________________________________________________
 PY0497  GEOID HEIGHT-          -9.54  (meters)                     GEOID03
 PY0497  DYNAMIC HT  -        1912.711 (meters)    6275.29  (feet)  COMP
 PY0497  MODELED GRAV-     979,986.5   (mgal)                       NAVD 88
 PY0497
 PY0497  VERT ORDER  -  FIRST     CLASS II
 PY0497
 PY0497.The horizontal coordinates were scaled from a topographic map and have
 PY0497.an estimated accuracy of +/- 6 seconds.
 PY0497
 PY0497.The orthometric height was determined by differential leveling
 PY0497.and adjusted by the National Geodetic Survey in June 1991..
 PY0497
 PY0497.The geoid height was determined by GEOID03.
 PY0497
 PY0497.The dynamic height is computed by dividing the NAVD 88
 PY0497.geopotential number by the normal gravity value computed on the
 PY0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0497.degrees latitude (g = 980.6199 gals.).
 PY0497
 PY0497.The modeled gravity was interpolated from observed gravity values.
 PY0497
 PY0497;                    North         East    Units  Estimated Accuracy
 PY0497;SPC ID E     -   304,620.      262,820.      MT  (+/- 180 meters Scaled)
 PY0497
 PY0497                          SUPERSEDED SURVEY CONTROL
 PY0497
 PY0497  NGVD 29 (08/20/92) 1912.588  (m)         6274.88   (f) ADJUSTED    1 2
 PY0497
 PY0497.Superseded values are not recommended for survey control.
 PY0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0497.See file dsdata.txt to determine how the superseded data were derived.
 PY0497
 PY0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ698170(NAD 83)
 PY0497_MARKER: DD = SURVEY DISK
 PY0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0497_STAMPING: F 235 1946
 PY0497_MARK LOGO: USE   
 PY0497_PROJECTION: PROJECTING 5 CENTIMETERS
 PY0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0497+STABILITY: SURFACE MOTION
 PY0497
 PY0497  HISTORY     - Date     Condition        Report By
 PY0497  HISTORY     - 1946     MONUMENTED       DOD
 PY0497  HISTORY     - 1983     GOOD             NGS
 PY0497
 PY0497                          STATION DESCRIPTION
 PY0497
 PY0497'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0497'34.9 MI N FROM ASHTON.
 PY0497'34.9 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0497'3.2 MILES NORTH OF LAST CHANCE LODGE, 400 FEET NORTHEAST OF A HIGHWAY
 PY0497'CURVE SIGN, 21 FEET NORTHWEST OF THE HIGHWAY, AND 3 FEET SOUTHEAST OF
 PY0497'A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY,
 PY0497'STANDARD DISK, STAMPED F 235 1946 AND SET IN THE TOP OF A CONCRETE
 PY0497'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 PY0497
 PY0497                          STATION RECOVERY (1983)
 PY0497
 PY0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0497'RECOVERED IN GOOD CONDITION.
 PY0497'A NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY
 PY0497'47 FROM THE UNION PACIFIC RAILROAD STATION IN ASHTON, THENCE 36.0 KM
 PY0497'(22.35 MI) NORTHERLY ALONG U.S. HIGHWAY 20, THENCE 5.2 KM (3.25 MI)
 PY0497'NORTH ALONG A PAVED AND GRAVELED FOREST SERVICE ROAD, 7.7 METERS (25.3
 PY0497'FT) NORTHEAST OF THE CENTER OF A TRACK ROAD LEADING WEST, AND 6.4
 PY0497'METERS (21.0 FT) NORTHWEST OF THE CENTER OF THE ROAD.
 PY0497'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 PY0497'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0249 ***********************************************************************
 RZ0249  DESIGNATION -  F 24
 RZ0249  PID         -  RZ0249
 RZ0249  STATE/COUNTY-  ID/NEZ PERCE
 RZ0249  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ0249
 RZ0249                         *CURRENT SURVEY CONTROL
 RZ0249  ___________________________________________________________________
 RZ0249* NAD 83(1986)-  46 19 58.     (N)    116 38 00.     (W)     SCALED    
 RZ0249* NAVD 88     -      1120.177  (meters)    3675.11   (feet)  ADJUSTED  
 RZ0249  ___________________________________________________________________
 RZ0249  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 RZ0249  DYNAMIC HT  -        1120.007 (meters)    3674.56  (feet)  COMP
 RZ0249  MODELED GRAV-     980,423.6   (mgal)                       NAVD 88
 RZ0249
 RZ0249  VERT ORDER  -  FIRST     CLASS II
 RZ0249
 RZ0249.The horizontal coordinates were scaled from a topographic map and have
 RZ0249.an estimated accuracy of +/- 6 seconds.
 RZ0249
 RZ0249.The orthometric height was determined by differential leveling
 RZ0249.and adjusted by the National Geodetic Survey in June 1991..
 RZ0249
 RZ0249.The geoid height was determined by GEOID03.
 RZ0249
 RZ0249.The dynamic height is computed by dividing the NAVD 88
 RZ0249.geopotential number by the normal gravity value computed on the
 RZ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0249.degrees latitude (g = 980.6199 gals.).
 RZ0249
 RZ0249.The modeled gravity was interpolated from observed gravity values.
 RZ0249
 RZ0249;                    North         East    Units  Estimated Accuracy
 RZ0249;SPC ID W     -   518,810.      731,990.      MT  (+/- 180 meters Scaled)
 RZ0249
 RZ0249                          SUPERSEDED SURVEY CONTROL
 RZ0249
 RZ0249  NGVD 29 (??/??/92) 1119.109  (m)         3671.61   (f) ADJ UNCH    1 2
 RZ0249
 RZ0249.Superseded values are not recommended for survey control.
 RZ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0249.See file dsdata.txt to determine how the superseded data were derived.
 RZ0249
 RZ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM282310(NAD 83)
 RZ0249_MARKER: DB = BENCH MARK DISK
 RZ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0249_STAMPING: F 24 1933
 RZ0249_MARK LOGO: CGS   
 RZ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0249+STABILITY: SURFACE MOTION
 RZ0249
 RZ0249  HISTORY     - Date     Condition        Report By
 RZ0249  HISTORY     - 1933     MONUMENTED       CGS
 RZ0249  HISTORY     - 1965     GOOD             NGS
 RZ0249  HISTORY     - 1982     GOOD             NGS
 RZ0249  HISTORY     - 1982     GOOD             USGS
 RZ0249
 RZ0249                          STATION DESCRIPTION
 RZ0249
 RZ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RZ0249'7.4 MI N FROM WINCHESTER.
 RZ0249'7.4 MILES NORTH ALONG A MACADAM ROAD, (FORMERLY U.S. HIGHWAY 95) FROM
 RZ0249'THE WINCHESTER POST OFFICE, ON THE OUTSIDE OF A CURVE, 300 FEET EAST
 RZ0249'OF R. V. SULLIVANS MAIL BOX, 100 FEET SOUTHEAST OF POLE CORRAL, 35
 RZ0249'FEET NORTH OF THE CENTER OF THE MACADAM ROAD, 16 FEET SOUTHWEST OF THE
 RZ0249'WEST END OF A WIRE GATE, 8 FEET SOUTH OF A FENCE AND 1 FOOT EAST OF A
 RZ0249'METAL WITNESS POST SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 RZ0249'PROJECTS 5 INCHES.
 RZ0249
 RZ0249                          STATION RECOVERY (1982)
 RZ0249
 RZ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0249'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.
 RZ0249
 RZ0249                          STATION RECOVERY (1982)
 RZ0249
 RZ0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RZ0249'OLD U.S. HIGHWAY 95, IS NOW A COUNTY ROAD. U.S. HIGHWAY 95 HAS BEEN
 RZ0249'RE-ROUTED TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0007 ***********************************************************************
 RA0007  DESIGNATION -  F 25
 RA0007  PID         -  RA0007
 RA0007  STATE/COUNTY-  ID/IDAHO
 RA0007  USGS QUAD   -  GRANGEVILLE EAST (1995)
 RA0007
 RA0007                         *CURRENT SURVEY CONTROL
 RA0007  ___________________________________________________________________
 RA0007* NAD 83(1986)-  45 55 35.     (N)    116 07 17.     (W)     SCALED    
 RA0007* NAVD 88     -      1034.213  (meters)    3393.08   (feet)  ADJUSTED  
 RA0007  ___________________________________________________________________
 RA0007  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 RA0007  DYNAMIC HT  -        1034.010 (meters)    3392.41  (feet)  COMP
 RA0007  MODELED GRAV-     980,384.0   (mgal)                       NAVD 88
 RA0007
 RA0007  VERT ORDER  -  FIRST     CLASS II
 RA0007
 RA0007.The horizontal coordinates were scaled from a topographic map and have
 RA0007.an estimated accuracy of +/- 6 seconds.
 RA0007
 RA0007.The orthometric height was determined by differential leveling
 RA0007.and adjusted by the National Geodetic Survey in June 1991..
 RA0007.WARNING-Repeat measurements at this control monument indicate possible
 RA0007.vertical movement.
 RA0007
 RA0007.The geoid height was determined by GEOID03.
 RA0007
 RA0007.The dynamic height is computed by dividing the NAVD 88
 RA0007.geopotential number by the normal gravity value computed on the
 RA0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0007.degrees latitude (g = 980.6199 gals.).
 RA0007
 RA0007.The modeled gravity was interpolated from observed gravity values.
 RA0007
 RA0007;                    North         East    Units  Estimated Accuracy
 RA0007;SPC ID W     -   473,330.      771,200.      MT  (+/- 180 meters Scaled)
 RA0007
 RA0007                          SUPERSEDED SURVEY CONTROL
 RA0007
 RA0007  NGVD 29 (??/??/92) 1033.149  (m)         3389.59   (f) ADJ UNCH    1 2
 RA0007
 RA0007.Superseded values are not recommended for survey control.
 RA0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0007.See file dsdata.txt to determine how the superseded data were derived.
 RA0007
 RA0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL681862(NAD 83)
 RA0007_MARKER: DB = BENCH MARK DISK
 RA0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RA0007_SP_SET: BUILDING
 RA0007_STAMPING: F 25 1933 3389.593 FEET
 RA0007_MARK LOGO: CGS   
 RA0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA0007
 RA0007  HISTORY     - Date     Condition        Report By
 RA0007  HISTORY     - 1933     MONUMENTED       CGS
 RA0007  HISTORY     - 1965     GOOD             NGS
 RA0007  HISTORY     - 1982     GOOD             NGS
 RA0007
 RA0007                          STATION DESCRIPTION
 RA0007
 RA0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RA0007'IN GRANGEVILLE.
 RA0007'IN THE CENTRAL PART OF GRANGEVILLE, SET VERTICALLY IN THE SOUTH
 RA0007'CONCRETE WALL OF THE OLD BANK BUILDING, NOW LAW OFFICES, 40 FEET NORTH
 RA0007'OF THE CENTER OF MAIN STREET, 36 FEET WEST OF THE CENTER OF STATE
 RA0007'STREET, 10 FEET EAST OF THE ENTRANCE TO THE BUILDING, 7 FEET WEST OF
 RA0007'THE SOUTHEAST CORNER OF THE BUILDING AND 4 FEET ABOVE THE LEVEL OF THE
 RA0007'SIDEWALK.
 RA0007
 RA0007                          STATION RECOVERY (1982)
 RA0007
 RA0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0649 ***********************************************************************
 NV0649  DESIGNATION -  F 251
 NV0649  PID         -  NV0649
 NV0649  STATE/COUNTY-  ID/OWYHEE
 NV0649  USGS QUAD   -  AUSTIN BUTTE (1980)
 NV0649
 NV0649                         *CURRENT SURVEY CONTROL
 NV0649  ___________________________________________________________________
 NV0649* NAD 83(1986)-  42 37 17.     (N)    115 43 26.     (W)     SCALED    
 NV0649* NAVD 88     -      1125.803  (meters)    3693.57   (feet)  ADJUSTED  
 NV0649  ___________________________________________________________________
 NV0649  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 NV0649  DYNAMIC HT  -        1125.197 (meters)    3691.58  (feet)  COMP
 NV0649  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 NV0649
 NV0649  VERT ORDER  -  SECOND    CLASS 0
 NV0649
 NV0649.The horizontal coordinates were scaled from a topographic map and have
 NV0649.an estimated accuracy of +/- 6 seconds.
 NV0649
 NV0649.The orthometric height was determined by differential leveling
 NV0649.and adjusted by the National Geodetic Survey in June 1991..
 NV0649
 NV0649.The geoid height was determined by GEOID03.
 NV0649
 NV0649.The dynamic height is computed by dividing the NAVD 88
 NV0649.geopotential number by the normal gravity value computed on the
 NV0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0649.degrees latitude (g = 980.6199 gals.).
 NV0649
 NV0649.The modeled gravity was interpolated from observed gravity values.
 NV0649
 NV0649;                    North         East    Units  Estimated Accuracy
 NV0649;SPC ID W     -   106,040.      802,140.      MT  (+/- 180 meters Scaled)
 NV0649
 NV0649                          SUPERSEDED SURVEY CONTROL
 NV0649
 NV0649  NGVD 29 (??/??/92) 1124.838  (m)         3690.41   (f) ADJ UNCH    2 0
 NV0649
 NV0649.Superseded values are not recommended for survey control.
 NV0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0649.See file dsdata.txt to determine how the superseded data were derived.
 NV0649
 NV0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH046195(NAD 83)
 NV0649_MARKER: DB = BENCH MARK DISK
 NV0649_SETTING: 80 = SET IN A BOULDER
 NV0649_SP_SET: BOULDER
 NV0649_STAMPING: F 251 1961
 NV0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0649+STABILITY: SURFACE MOTION
 NV0649
 NV0649  HISTORY     - Date     Condition        Report By
 NV0649  HISTORY     - 1961     MONUMENTED       CGS
 NV0649
 NV0649                          STATION DESCRIPTION
 NV0649
 NV0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NV0649'13.8 MI SW FROM HOT SPRING.
 NV0649'13.8 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0649'BRUNEAU RIVER AT HOT SPRING, AT A CROSS-ROAD, 75 FEET SOUTHEAST OF THE
 NV0649'CENTER OF THE CROSS-ROAD, 53 FEET SOUTH OF THE CENTER OF A DIM TRACK
 NV0649'ROAD AND 2.5 FEET EAST OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN
 NV0649'A 3 BY 2 FOOT BOULDER THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0932 ***********************************************************************
 RA0932  DESIGNATION -  F 26
 RA0932  PID         -  RA0932
 RA0932  STATE/COUNTY-  ID/IDAHO
 RA0932  USGS QUAD   -  FENN (1963)
 RA0932
 RA0932                         *CURRENT SURVEY CONTROL
 RA0932  ___________________________________________________________________
 RA0932* NAD 83(1986)-  45 58 03.     (N)    116 16 13.     (W)     SCALED    
 RA0932* NAVD 88     -      1005.308  (meters)    3298.25   (feet)  ADJUSTED  
 RA0932  ___________________________________________________________________
 RA0932  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 RA0932  DYNAMIC HT  -        1005.130 (meters)    3297.66  (feet)  COMP
 RA0932  MODELED GRAV-     980,403.3   (mgal)                       NAVD 88
 RA0932
 RA0932  VERT ORDER  -  FIRST     CLASS II
 RA0932
 RA0932.The horizontal coordinates were scaled from a topographic map and have
 RA0932.an estimated accuracy of +/- 6 seconds.
 RA0932
 RA0932.The orthometric height was determined by differential leveling
 RA0932.and adjusted by the National Geodetic Survey in June 1991..
 RA0932.WARNING-Repeat measurements at this control monument indicate possible
 RA0932.vertical movement.
 RA0932
 RA0932.The geoid height was determined by GEOID03.
 RA0932
 RA0932.The dynamic height is computed by dividing the NAVD 88
 RA0932.geopotential number by the normal gravity value computed on the
 RA0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0932.degrees latitude (g = 980.6199 gals.).
 RA0932
 RA0932.The modeled gravity was interpolated from observed gravity values.
 RA0932
 RA0932;                    North         East    Units  Estimated Accuracy
 RA0932;SPC ID W     -   477,960.      759,680.      MT  (+/- 180 meters Scaled)
 RA0932
 RA0932                          SUPERSEDED SURVEY CONTROL
 RA0932
 RA0932.No superseded survey control is available for this station.
 RA0932
 RA0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL565906(NAD 83)
 RA0932_MARKER: DB = BENCH MARK DISK
 RA0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0932_SP_SET: MONUMENT
 RA0932_STAMPING: F 26 1933
 RA0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0932
 RA0932  HISTORY     - Date     Condition        Report By
 RA0932  HISTORY     - 1933     MONUMENTED       CGS
 RA0932  HISTORY     - 1965     GOOD             NGS
 RA0932
 RA0932                          STATION DESCRIPTION
 RA0932
 RA0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RA0932'8.2 MI NW FROM GRANGEVILLE.
 RA0932'0.35 MILE WEST ALONG STATE HIGHWAY 13, MAIN STREET, FROM THE
 RA0932'GRANGEVILLE POST OFFICE TO THE JUNCTION WITH U.S. HIGHWAY 95, THEN
 RA0932'NORTHWEST ON U.S. HIGHWAY 95 FOR 7.8 MILES TO THE MARK ON THE LEFT,
 RA0932'130 FEET SOUTHWEST OF MILE POST NO. 260, 59 FEET SOUTH OF THE CENTER
 RA0932'OF THE HIGHWAY, 49 FEET NORTH OF THE NEAREST RAIL OF THE RAILROAD, 22
 RA0932'FEET NORTHWEST OF A TELEPHONE POLE, 1 1/2 FEET NORTH OF A FENCE AND
 RA0932'0.5 FOOT EAST OF A METAL WITNESS POST.  SET IN A SQUARE CONCRETE
 RA0932'MONUMENT THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0022 ***********************************************************************
 NU0022  DESIGNATION -  F 261
 NU0022  PID         -  NU0022
 NU0022  STATE/COUNTY-  ID/BANNOCK
 NU0022  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU0022
 NU0022                         *CURRENT SURVEY CONTROL
 NU0022  ___________________________________________________________________
 NU0022* NAD 83(1986)-  42 47 32.     (N)    112 14 59.     (W)     SCALED    
 NU0022* NAVD 88     -      1379.032  (meters)    4524.37   (feet)  ADJUSTED  
 NU0022  ___________________________________________________________________
 NU0022  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 NU0022  DYNAMIC HT  -        1378.229 (meters)    4521.74  (feet)  COMP
 NU0022  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 NU0022
 NU0022  VERT ORDER  -  FIRST     CLASS I
 NU0022
 NU0022.The horizontal coordinates were scaled from a topographic map and have
 NU0022.an estimated accuracy of +/- 6 seconds.
 NU0022
 NU0022.The orthometric height was determined by differential leveling
 NU0022.and adjusted by the National Geodetic Survey in June 1991..
 NU0022
 NU0022.The geoid height was determined by GEOID03.
 NU0022
 NU0022.The dynamic height is computed by dividing the NAVD 88
 NU0022.geopotential number by the normal gravity value computed on the
 NU0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0022.degrees latitude (g = 980.6199 gals.).
 NU0022
 NU0022.The modeled gravity was interpolated from observed gravity values.
 NU0022
 NU0022;                    North         East    Units  Estimated Accuracy
 NU0022;SPC ID E     -   125,020.      193,210.      MT  (+/- 180 meters Scaled)
 NU0022
 NU0022                          SUPERSEDED SURVEY CONTROL
 NU0022
 NU0022  NGVD 29 (??/??/92) 1377.985  (m)         4520.94   (f) ADJ UNCH    1 1
 NU0022
 NU0022.Superseded values are not recommended for survey control.
 NU0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0022.See file dsdata.txt to determine how the superseded data were derived.
 NU0022
 NU0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN977384(NAD 83)
 NU0022_MARKER: DB = BENCH MARK DISK
 NU0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0022_SP_SET: FOOTINGS
 NU0022_STAMPING: F 261 1937
 NU0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0022
 NU0022  HISTORY     - Date     Condition        Report By
 NU0022  HISTORY     - 1937     MONUMENTED       CGS
 NU0022  HISTORY     - 1967     GOOD             NGS
 NU0022
 NU0022                          STATION DESCRIPTION
 NU0022
 NU0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0022'10.7 MI N FROM MCCAMMON.
 NU0022'10.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0022'MCCAMMON, 11.95 MILES SOUTHEAST OF POCATELLO, AT INKOM, 0.15 MILE EAST
 NU0022'OF THE CROSSING OF A ROAD TO IDAHO CEMENT PLANT, 4 1/2 POLES NORTHWEST
 NU0022'OF MILEPOLE 202, IN THE TOP OF THE EXTREME WEST ONE OF TWELVE CONCRETE
 NU0022'FOOTINGS FOR A FORMER WATER TOWER WHICH PROJECTS 1 FOOT ABOVE THE
 NU0022'GROUND, 168 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 60 FEET
 NU0022'SOUTH OF THE CENTER LINE OF AN ASPHALT ROAD (FORMER HIGHWAY), 14 FEET
 NU0022'NORTH OF THE CENTER LINE OF A GRAVELED ROAD WHICH IS ALONG THE NORTH
 NU0022'SIDE OF A GRAIN ELEVATOR, 1.0 FOOT SOUTH OF A WITNESS POST, AND ABOUT
 NU0022'3 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0397 ***********************************************************************
 NT0397  DESIGNATION -  F 262
 NT0397  PID         -  NT0397
 NT0397  STATE/COUNTY-  ID/FRANKLIN
 NT0397  USGS QUAD   -  WESTON (1969)
 NT0397
 NT0397                         *CURRENT SURVEY CONTROL
 NT0397  ___________________________________________________________________
 NT0397* NAD 83(1986)-  42 01 14.     (N)    111 57 24.     (W)     SCALED    
 NT0397* NAVD 88     -      1392.667  (meters)    4569.11   (feet)  ADJUSTED  
 NT0397  ___________________________________________________________________
 NT0397  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 NT0397  DYNAMIC HT  -        1391.706 (meters)    4565.96  (feet)  COMP
 NT0397  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 NT0397
 NT0397  VERT ORDER  -  FIRST     CLASS II
 NT0397
 NT0397.The horizontal coordinates were scaled from a topographic map and have
 NT0397.an estimated accuracy of +/- 6 seconds.
 NT0397
 NT0397.The orthometric height was determined by differential leveling
 NT0397.and adjusted by the National Geodetic Survey in June 1991..
 NT0397
 NT0397.The geoid height was determined by GEOID03.
 NT0397
 NT0397.The dynamic height is computed by dividing the NAVD 88
 NT0397.geopotential number by the normal gravity value computed on the
 NT0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0397.degrees latitude (g = 980.6199 gals.).
 NT0397
 NT0397.The modeled gravity was interpolated from observed gravity values.
 NT0397
 NT0397;                    North         East    Units  Estimated Accuracy
 NT0397;SPC ID E     -    39,330.      217,390.      MT  (+/- 180 meters Scaled)
 NT0397
 NT0397                          SUPERSEDED SURVEY CONTROL
 NT0397
 NT0397.No superseded survey control is available for this station.
 NT0397
 NT0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM207525(NAD 83)
 NT0397_MARKER: DB = BENCH MARK DISK
 NT0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0397_SP_SET: CONCRETE BASE
 NT0397_STAMPING: F-262 1937
 NT0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0397
 NT0397  HISTORY     - Date     Condition        Report By
 NT0397  HISTORY     - 1937     MONUMENTED       CGS
 NT0397
 NT0397                          STATION DESCRIPTION
 NT0397
 NT0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 NT0397'1.2 MI S FROM WESTON.
 NT0397'1.2 MILES SOUTH OF, ALONG THE O.S.L.RR. FROM THE RAILWAY STATION. MARK
 NT0397'SET IN CONCRETE BASE OF SEMAPHORE NO. 63.8.  ABOUT 20 FEET NORTH OF
 NT0397'THE FOURTH POLE SOUTH OF MILE POLE NO. 64.  4 1/2 POLES NORTH OF THE
 NT0397'STATION SIGN OF ANDERSON.  54 FEET NORTH OF CENTERLINE OF AN EAST-WEST
 NT0397'ROAD.  10 FEET WEST OF CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0398 ***********************************************************************
 NT0398  DESIGNATION -  F 262 RESET
 NT0398  PID         -  NT0398
 NT0398  STATE/COUNTY-  ID/FRANKLIN
 NT0398  USGS QUAD   -  WESTON (1969)
 NT0398
 NT0398                         *CURRENT SURVEY CONTROL
 NT0398  ___________________________________________________________________
 NT0398* NAD 83(1986)-  42 01 14.     (N)    111 57 23.     (W)     SCALED    
 NT0398* NAVD 88     -      1392.288  (meters)    4567.86   (feet)  ADJUSTED  
 NT0398  ___________________________________________________________________
 NT0398  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 NT0398  DYNAMIC HT  -        1391.327 (meters)    4564.71  (feet)  COMP
 NT0398  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 NT0398
 NT0398  VERT ORDER  -  FIRST     CLASS I
 NT0398
 NT0398.The horizontal coordinates were scaled from a topographic map and have
 NT0398.an estimated accuracy of +/- 6 seconds.
 NT0398
 NT0398.The orthometric height was determined by differential leveling
 NT0398.and adjusted by the National Geodetic Survey in June 1991..
 NT0398
 NT0398.The geoid height was determined by GEOID03.
 NT0398
 NT0398.The dynamic height is computed by dividing the NAVD 88
 NT0398.geopotential number by the normal gravity value computed on the
 NT0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0398.degrees latitude (g = 980.6199 gals.).
 NT0398
 NT0398.The modeled gravity was interpolated from observed gravity values.
 NT0398
 NT0398;                    North         East    Units  Estimated Accuracy
 NT0398;SPC ID E     -    39,330.      217,420.      MT  (+/- 180 meters Scaled)
 NT0398
 NT0398                          SUPERSEDED SURVEY CONTROL
 NT0398
 NT0398  NGVD 29 (??/??/92) 1391.233  (m)         4564.40   (f) ADJ UNCH    1 1
 NT0398
 NT0398.Superseded values are not recommended for survey control.
 NT0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0398.See file dsdata.txt to determine how the superseded data were derived.
 NT0398
 NT0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM208525(NAD 83)
 NT0398_MARKER: DB = BENCH MARK DISK
 NT0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0398_STAMPING: F 262 1937 RESET 1950
 NT0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0398+STABILITY: SURFACE MOTION
 NT0398
 NT0398  HISTORY     - Date     Condition        Report By
 NT0398  HISTORY     - 1950     MONUMENTED       CGS
 NT0398  HISTORY     - 1967     GOOD             NGS
 NT0398
 NT0398                          STATION DESCRIPTION
 NT0398
 NT0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0398'1.2 MI S FROM WESTON.
 NT0398'1.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 NT0398'AT WESTON, 4 POLES SOUTH OF MILEPOLE 64, AT THE CROSSING OF A GRAVELED
 NT0398'ROAD, AT THE NORTH END OF ANDERSON SIDING, 43.6 FEET WEST OF THE WEST
 NT0398'RAIL, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5 FEET WEST OF THE
 NT0398'FOURTH POLE SOUTH OF THE MILEPOLE, 5 FEET NORTHEAST OF A FENCE CORNER,
 NT0398'4.4 FEET EAST OF A FENCE, 3.9 FEET NORTH OF A FENCE, 1.0 FOOT NORTH OF
 NT0398'A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP
 NT0398'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0638 ***********************************************************************
 NU0638  DESIGNATION -  F 263
 NU0638  PID         -  NU0638
 NU0638  STATE/COUNTY-  ID/POWER
 NU0638  USGS QUAD   -  NEELEY (1971)
 NU0638
 NU0638                         *CURRENT SURVEY CONTROL
 NU0638  ___________________________________________________________________
 NU0638* NAD 83(1986)-  42 41 52.     (N)    112 52 38.     (W)     SCALED    
 NU0638* NAVD 88     -      1452.928  (meters)    4766.81   (feet)  ADJUSTED  
 NU0638  ___________________________________________________________________
 NU0638  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 NU0638  DYNAMIC HT  -        1452.061 (meters)    4763.97  (feet)  COMP
 NU0638  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 NU0638
 NU0638  VERT ORDER  -  SECOND    CLASS 0
 NU0638
 NU0638.The horizontal coordinates were scaled from a topographic map and have
 NU0638.an estimated accuracy of +/- 6 seconds.
 NU0638
 NU0638.The orthometric height was determined by differential leveling
 NU0638.and adjusted by the National Geodetic Survey in June 1991..
 NU0638
 NU0638.The geoid height was determined by GEOID03.
 NU0638
 NU0638.The dynamic height is computed by dividing the NAVD 88
 NU0638.geopotential number by the normal gravity value computed on the
 NU0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0638.degrees latitude (g = 980.6199 gals.).
 NU0638
 NU0638.The modeled gravity was interpolated from observed gravity values.
 NU0638
 NU0638;                    North         East    Units  Estimated Accuracy
 NU0638;SPC ID E     -   114,770.      141,780.      MT  (+/- 180 meters Scaled)
 NU0638
 NU0638                          SUPERSEDED SURVEY CONTROL
 NU0638
 NU0638  NGVD 29 (??/??/92) 1451.879  (m)         4763.37   (f) ADJ UNCH    2 0
 NU0638
 NU0638.Superseded values are not recommended for survey control.
 NU0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0638.See file dsdata.txt to determine how the superseded data were derived.
 NU0638
 NU0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN462289(NAD 83)
 NU0638_MARKER: DD = SURVEY DISK
 NU0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0638_STAMPING: F 263 1938
 NU0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0638+STABILITY: SURFACE MOTION
 NU0638
 NU0638  HISTORY     - Date     Condition        Report By
 NU0638  HISTORY     - 1938     MONUMENTED       IDPWD
 NU0638  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0638
 NU0638                          STATION DESCRIPTION
 NU0638
 NU0638'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1938
 NU0638'2.6 MI SW FROM AMERICAN FALLS.
 NU0638'2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 N FROM THE POST OFFICE AT
 NU0638'AMERICAN FALLS, POWER COUNTY, THENCE 3.8 MILES SOUTH ALONG STATE
 NU0638'HIGHWAY 37.  BETWEEN TWO CURVES, 500 FEET SOUTH OF ONE CURVE, AT THE
 NU0638'NORTH END OF THE OTHER CURVE, AND 50 FEET WEST OF THE CENTERLINE OF
 NU0638'THE HIGHWAY.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK,
 NU0638'STAMPED F 263 1938 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 NU0638'BM COULD HAVE BEEN DESTROYED OR COVERED UP BY FARM CULTIVATION OR ROAD
 NU0638'REPAIRS.
 NU0638
 NU0638                          STATION RECOVERY (1971)
 NU0638
 NU0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0202 ***********************************************************************
 RA0202  DESIGNATION -  F 27
 RA0202  PID         -  RA0202
 RA0202  STATE/COUNTY-  ID/ADAMS
 RA0202  USGS QUAD   -  BALLY MOUNTAIN (1963)
 RA0202
 RA0202                         *CURRENT SURVEY CONTROL
 RA0202  ___________________________________________________________________
 RA0202* NAD 83(1986)-  45 01 38.     (N)    116 16 49.     (W)     SCALED    
 RA0202* NAVD 88     -      1170.563  (meters)    3840.42   (feet)  ADJUSTED  
 RA0202  ___________________________________________________________________
 RA0202  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 RA0202  DYNAMIC HT  -        1170.148 (meters)    3839.06  (feet)  COMP
 RA0202  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 RA0202
 RA0202  VERT ORDER  -  FIRST     CLASS II
 RA0202
 RA0202.The horizontal coordinates were scaled from a topographic map and have
 RA0202.an estimated accuracy of +/- 6 seconds.
 RA0202
 RA0202.The orthometric height was determined by differential leveling
 RA0202.and adjusted by the National Geodetic Survey in June 1991..
 RA0202
 RA0202.The geoid height was determined by GEOID03.
 RA0202
 RA0202.The dynamic height is computed by dividing the NAVD 88
 RA0202.geopotential number by the normal gravity value computed on the
 RA0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0202.degrees latitude (g = 980.6199 gals.).
 RA0202
 RA0202.The modeled gravity was interpolated from observed gravity values.
 RA0202
 RA0202;                    North         East    Units  Estimated Accuracy
 RA0202;SPC ID W     -   373,470.      758,210.      MT  (+/- 180 meters Scaled)
 RA0202
 RA0202                          SUPERSEDED SURVEY CONTROL
 RA0202
 RA0202  NGVD 29 (??/??/92) 1169.46   (m)         3836.8    (f) COMPUTED    1 2
 RA0202
 RA0202.Superseded values are not recommended for survey control.
 RA0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0202.See file dsdata.txt to determine how the superseded data were derived.
 RA0202
 RA0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK566862(NAD 83)
 RA0202_MARKER: DB = BENCH MARK DISK
 RA0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0202_STAMPING: F 27 1933
 RA0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0202+STABILITY: SURFACE MOTION
 RA0202
 RA0202  HISTORY     - Date     Condition        Report By
 RA0202  HISTORY     - 1933     MONUMENTED       CGS
 RA0202  HISTORY     - 1966     GOOD             NGS
 RA0202  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0202
 RA0202                          STATION DESCRIPTION
 RA0202
 RA0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RA0202'3.8 MI N FROM NEW MEADOWS.
 RA0202'3.8 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT NEW
 RA0202'MEADOWS, 72 FEET WEST AND ACROSS THE HIGHWAY FROM MILE POST NO. 169,
 RA0202'39 FEET WEST OF THE CENTER OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTER
 RA0202'OF THE DRIVEWAY TO DURDEN RANCH, 7 FEET SOUTH OF A TELEPHONE POLE AND
 RA0202'2 FEET EAST OF A WHITE BOARD GATE.
 RA0202
 RA0202                          STATION RECOVERY (1982)
 RA0202
 RA0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0202'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0181 ***********************************************************************
 TO0181  DESIGNATION -  F 281
 TO0181  PID         -  TO0181
 TO0181  STATE/COUNTY-  ID/BONNER
 TO0181  USGS QUAD   -  HAPPY FORK GAP (1996)
 TO0181
 TO0181                         *CURRENT SURVEY CONTROL
 TO0181  ___________________________________________________________________
 TO0181* NAD 83(1986)-  48 15 08.     (N)    116 37 50.     (W)     SCALED    
 TO0181* NAVD 88     -       631.184  (meters)    2070.81   (feet)  ADJUSTED  
 TO0181  ___________________________________________________________________
 TO0181  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TO0181  DYNAMIC HT  -         631.239 (meters)    2070.99  (feet)  COMP
 TO0181  MODELED GRAV-     980,678.3   (mgal)                       NAVD 88
 TO0181
 TO0181  VERT ORDER  -  FIRST     CLASS II
 TO0181
 TO0181.The horizontal coordinates were scaled from a topographic map and have
 TO0181.an estimated accuracy of +/- 6 seconds.
 TO0181
 TO0181.The orthometric height was determined by differential leveling
 TO0181.and adjusted by the National Geodetic Survey in June 1991..
 TO0181
 TO0181.The geoid height was determined by GEOID03.
 TO0181
 TO0181.The dynamic height is computed by dividing the NAVD 88
 TO0181.geopotential number by the normal gravity value computed on the
 TO0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0181.degrees latitude (g = 980.6199 gals.).
 TO0181
 TO0181.The modeled gravity was interpolated from observed gravity values.
 TO0181
 TO0181;                    North         East    Units  Estimated Accuracy
 TO0181;SPC ID W     -   732,190.      734,610.      MT  (+/- 180 meters Scaled)
 TO0181
 TO0181                          SUPERSEDED SURVEY CONTROL
 TO0181
 TO0181  NGVD 29 (??/??/92)  630.000  (m)         2066.93   (f) ADJ UNCH    1 2
 TO0181
 TO0181.Superseded values are not recommended for survey control.
 TO0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0181.See file dsdata.txt to determine how the superseded data were derived.
 TO0181
 TO0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP274444(NAD 83)
 TO0181_MARKER: DB = BENCH MARK DISK
 TO0181_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TO0181_SP_SET: CULVERT HEADWALL
 TO0181_STAMPING: F 281 1942
 TO0181_MARK LOGO: CGS   
 TO0181_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0181+STABILITY: SURFACE MOTION
 TO0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TO0181+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1994
 TO0181
 TO0181  HISTORY     - Date     Condition        Report By
 TO0181  HISTORY     - 1942     MONUMENTED       CGS
 TO0181  HISTORY     - 1980     GOOD             NGS
 TO0181  HISTORY     - 19940823 GOOD             NGS
 TO0181
 TO0181                          STATION DESCRIPTION
 TO0181
 TO0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0181'4.18 MI SW FROM SANDPOINT.
 TO0181'ALONG GREAT NORTHERN RY. ALONG THE RAILROAD FROM THE
 TO0181'SPOKANE-INTERNATIONAL DEPOT, AT SIGNAL TOWER NO. 14062, 100 FEET NORTH
 TO0181'OF CENTER LINE OF TRACK, AT THE EAST END OF A CONCRETE HIGHWAY
 TO0181'CULVERT.  STAMPED F 281 1942.
 TO0181
 TO0181                          STATION RECOVERY (1980)
 TO0181
 TO0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0181'6.9 KILOMETERS (4.3 MILES) SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 TO0181'SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, 1.0 KILOMETER
 TO0181'(0.6 MILE) WEST OF HIGHWAY MILEPOST 25, 0.5 KILOMETER (0.3 MILE) WEST
 TO0181'OF A POWER LINE SUBSTATION, 27.7 METERS (91.0 FEET) NORTH OF THE NORTH
 TO0181'RAIL OF THE TRACKS, 21.9 METERS (72.0 FEET) WEST OF THE EXTENDED
 TO0181'CENTERLINE OF A PRIVATE DRIVE TO THE T.J. FERGUSON RESIDENCE, 4.9
 TO0181'METERS (16.0 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 TO0181'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 TO0181
 TO0181                          STATION RECOVERY (1994)
 TO0181
 TO0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (BEK)
 TO0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5703 ***********************************************************************
 AA5703  DESIGNATION -  F 281 RESET
 AA5703  PID         -  AA5703
 AA5703  STATE/COUNTY-  ID/BONNER
 AA5703  USGS QUAD   -  HAPPY FORK GAP (1996)
 AA5703
 AA5703                         *CURRENT SURVEY CONTROL
 AA5703  ___________________________________________________________________
 AA5703* NAD 83(1986)-  48 15 08.     (N)    116 37 50.     (W)     SCALED    
 AA5703* NAVD 88     -       632.45   (+/-2cm)    2075.0    (feet)  VERTCON   
 AA5703  ___________________________________________________________________
 AA5703  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 AA5703
 AA5703  VERT ORDER  -  THIRD (See Below)
 AA5703
 AA5703.The horizontal coordinates were scaled from a topographic map and have
 AA5703.an estimated accuracy of +/- 6 seconds.
 AA5703
 AA5703.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5703.The vertical order pertains to the NGVD 29 superseded value.
 AA5703
 AA5703.The geoid height was determined by GEOID03.
 AA5703
 AA5703;                    North         East    Units  Estimated Accuracy
 AA5703;SPC ID W     -   732,190.      734,610.      MT  (+/- 180 meters Scaled)
 AA5703
 AA5703                          SUPERSEDED SURVEY CONTROL
 AA5703
 AA5703  NGVD 29 (03/27/06)  631.27   (m)         2071.1    (f) RESET       3  
 AA5703
 AA5703.Superseded values are not recommended for survey control.
 AA5703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5703.See file dsdata.txt to determine how the superseded data were derived.
 AA5703
 AA5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP274444(NAD 83)
 AA5703_MARKER: DV = VERTICAL CONTROL DISK
 AA5703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5703_STAMPING: F 281 RESET 1994
 AA5703_MARK LOGO: NGS   
 AA5703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5703+STABILITY: SURFACE MOTION
 AA5703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5703+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5703
 AA5703  HISTORY     - Date     Condition        Report By
 AA5703  HISTORY     - 1994     MONUMENTED       IDTD
 AA5703
 AA5703                          STATION DESCRIPTION
 AA5703
 AA5703'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 1994 (BA)
 AA5703'FROM THE JUNCTIONS OF U.S. HIGHWAYS 2, 95 AND PINE STREET IN
 AA5703'SANDPOINT.  GO SOUTHWEST ON U.S. HIGHWAY 2 FOR 6.5 KM (4.05 MI) TO THE
 AA5703'MARK ON THE RIGHT AT A PRIVATE DRIVE LEADING TO THE T.J. FERGUSON
 AA5703'RESIDENCE.  LOCATED 23.2 M (76.1 FT) NORTH OF THE EXISTING HIGHWAY
 AA5703'CENTERLINE, 25.5 M (83.7 FT) EAST OF THE CENTER OF THE PRIVATE DRIVE,
 AA5703'20.5 M (67.3 FT) NORTH OF THE PROPOSED HIGHWAY CENTERLINE, 0.7 M (2.3
 AA5703'FT) SOUTH OF THE NEW RIGHT-OF-WAY LINE, 55.0 M (180.4 FT) NORTHEAST OF
 AA5703'F 281 AND 0.6 M (2.0 FT) SOUTH OF A FIBERGLASS WITNESS POST, SET FLUSH
 AA5703'WITH THE GROUND AND BETWEEN 2 STEEL POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0229 ***********************************************************************
 TO0229  DESIGNATION -  F 282
 TO0229  PID         -  TO0229
 TO0229  STATE/COUNTY-  ID/BONNER
 TO0229  USGS QUAD   -  SAGLE (1968)
 TO0229
 TO0229                         *CURRENT SURVEY CONTROL
 TO0229  ___________________________________________________________________
 TO0229* NAD 83(1986)-  48 13 49.     (N)    116 31 47.     (W)     SCALED    
 TO0229* NAVD 88     -       643.301  (meters)    2110.56   (feet)  ADJUSTED  
 TO0229  ___________________________________________________________________
 TO0229  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 TO0229  DYNAMIC HT  -         643.345 (meters)    2110.71  (feet)  COMP
 TO0229  MODELED GRAV-     980,660.9   (mgal)                       NAVD 88
 TO0229
 TO0229  VERT ORDER  -  FIRST     CLASS II
 TO0229
 TO0229.The horizontal coordinates were scaled from a topographic map and have
 TO0229.an estimated accuracy of +/- 6 seconds.
 TO0229
 TO0229.The orthometric height was determined by differential leveling
 TO0229.and adjusted by the National Geodetic Survey in June 1991..
 TO0229
 TO0229.The geoid height was determined by GEOID03.
 TO0229
 TO0229.The dynamic height is computed by dividing the NAVD 88
 TO0229.geopotential number by the normal gravity value computed on the
 TO0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0229.degrees latitude (g = 980.6199 gals.).
 TO0229
 TO0229.The modeled gravity was interpolated from observed gravity values.
 TO0229
 TO0229;                    North         East    Units  Estimated Accuracy
 TO0229;SPC ID W     -   729,670.      742,080.      MT  (+/- 180 meters Scaled)
 TO0229
 TO0229                          SUPERSEDED SURVEY CONTROL
 TO0229
 TO0229  NGVD 29 (??/??/92)  642.113  (m)         2106.67   (f) ADJ UNCH    1 2
 TO0229
 TO0229.Superseded values are not recommended for survey control.
 TO0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0229.See file dsdata.txt to determine how the superseded data were derived.
 TO0229
 TO0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP349420(NAD 83)
 TO0229_MARKER: DB = BENCH MARK DISK
 TO0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0229_STAMPING: F 282 1942
 TO0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0229+STABILITY: SURFACE MOTION
 TO0229
 TO0229  HISTORY     - Date     Condition        Report By
 TO0229  HISTORY     - 1942     MONUMENTED       CGS
 TO0229  HISTORY     - 1944     GOOD             NGS
 TO0229  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0229
 TO0229                          STATION DESCRIPTION
 TO0229
 TO0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0229'3.5 MI NE FROM ALGOMA.
 TO0229'3.5 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 TO0229'STATION AT ALGOMA, AT LIGNITE, SET IN THE NORTHWEST QUARTER OF THE
 TO0229'PUBLIC ROAD CROSSING, 27.5 FEET NORTH OF CENTER-LINE OF THE ROAD, 12.7
 TO0229'FEET WEST OF WEST RAIL OF TRACK (WEST), 1.8 FEET SOUTH OF GUARD FENCE,
 TO0229'1.8 FEET EAST OF REFERENCE POST, 24.8 FEET SOUTH OF THE LIGNITE SIGN
 TO0229'POST.  BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING
 TO0229'ABOUT 0.2 FOOT ABOVE THE GROUND.  NOTE-- RR WORK IN AREA.
 TO0229
 TO0229                          STATION RECOVERY (1967)
 TO0229
 TO0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0255 ***********************************************************************
 TO0255  DESIGNATION -  F 283
 TO0255  PID         -  TO0255
 TO0255  STATE/COUNTY-  ID/BONNER
 TO0255  USGS QUAD   -  QUARTZ MTN (1996)
 TO0255
 TO0255                         *CURRENT SURVEY CONTROL
 TO0255  ___________________________________________________________________
 TO0255* NAD 83(1986)-  48 16 10.     (N)    116 56 16.     (W)     SCALED    
 TO0255* NAVD 88     -       722.609  (meters)    2370.76   (feet)  ADJUSTED  
 TO0255  ___________________________________________________________________
 TO0255  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 TO0255  DYNAMIC HT  -         722.677 (meters)    2370.98  (feet)  COMP
 TO0255  MODELED GRAV-     980,681.2   (mgal)                       NAVD 88
 TO0255
 TO0255  VERT ORDER  -  FIRST     CLASS II
 TO0255
 TO0255.The horizontal coordinates were scaled from a topographic map and have
 TO0255.an estimated accuracy of +/- 6 seconds.
 TO0255
 TO0255.The orthometric height was determined by differential leveling
 TO0255.and adjusted by the National Geodetic Survey in June 1991..
 TO0255
 TO0255.The geoid height was determined by GEOID03.
 TO0255
 TO0255.The dynamic height is computed by dividing the NAVD 88
 TO0255.geopotential number by the normal gravity value computed on the
 TO0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0255.degrees latitude (g = 980.6199 gals.).
 TO0255
 TO0255.The modeled gravity was interpolated from observed gravity values.
 TO0255
 TO0255;                    North         East    Units  Estimated Accuracy
 TO0255;SPC ID W     -   734,410.      711,830.      MT  (+/- 180 meters Scaled)
 TO0255
 TO0255                          SUPERSEDED SURVEY CONTROL
 TO0255
 TO0255  NGVD 29 (??/??/92)  721.428  (m)         2366.89   (f) ADJ UNCH    1 2
 TO0255
 TO0255.Superseded values are not recommended for survey control.
 TO0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0255.See file dsdata.txt to determine how the superseded data were derived.
 TO0255
 TO0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP046462(NAD 83)
 TO0255_MARKER: DB = BENCH MARK DISK
 TO0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0255_STAMPING: F 283 1942
 TO0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0255+STABILITY: SURFACE MOTION
 TO0255
 TO0255  HISTORY     - Date     Condition        Report By
 TO0255  HISTORY     - 1942     MONUMENTED       CGS
 TO0255  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0255
 TO0255                          STATION DESCRIPTION
 TO0255
 TO0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0255'7.3 MI N FROM PRIEST RIVER.
 TO0255'ALONG WEST BRANCH ROAD FROM PRIEST RIVER CITY HALL, 30 FEET EAST OF
 TO0255'CENTER LINE, 150 FEET SOUTH OF CENTER LINE OF ROAD RUNNING SOUTHEAST.
 TO0255'WITNESS POST SET.  STAMPED F 283 1942.
 TO0255
 TO0255                          STATION RECOVERY (1967)
 TO0255
 TO0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0301 ***********************************************************************
 TO0301  DESIGNATION -  F 284
 TO0301  PID         -  TO0301
 TO0301  STATE/COUNTY-  ID/BONNER
 TO0301  USGS QUAD   -  PRIEST RIVER (1996)
 TO0301
 TO0301                         *CURRENT SURVEY CONTROL
 TO0301  ___________________________________________________________________
 TO0301* NAD 83(1986)-  48 11 27.     (N)    116 53 17.     (W)     SCALED    
 TO0301* NAVD 88     -       664.650  (meters)    2180.61   (feet)  ADJUSTED  
 TO0301  ___________________________________________________________________
 TO0301  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TO0301  DYNAMIC HT  -         664.711 (meters)    2180.81  (feet)  COMP
 TO0301  MODELED GRAV-     980,681.5   (mgal)                       NAVD 88
 TO0301
 TO0301  VERT ORDER  -  FIRST     CLASS II
 TO0301
 TO0301.The horizontal coordinates were scaled from a topographic map and have
 TO0301.an estimated accuracy of +/- 6 seconds.
 TO0301
 TO0301.The orthometric height was determined by differential leveling
 TO0301.and adjusted by the National Geodetic Survey in June 1991..
 TO0301
 TO0301.The geoid height was determined by GEOID03.
 TO0301
 TO0301.The dynamic height is computed by dividing the NAVD 88
 TO0301.geopotential number by the normal gravity value computed on the
 TO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0301.degrees latitude (g = 980.6199 gals.).
 TO0301
 TO0301.The modeled gravity was interpolated from observed gravity values.
 TO0301
 TO0301;                    North         East    Units  Estimated Accuracy
 TO0301;SPC ID W     -   725,610.      715,390.      MT  (+/- 180 meters Scaled)
 TO0301
 TO0301                          SUPERSEDED SURVEY CONTROL
 TO0301
 TO0301  NGVD 29 (??/??/92)  663.471  (m)         2176.74   (f) ADJ UNCH    1 2
 TO0301
 TO0301.Superseded values are not recommended for survey control.
 TO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0301.See file dsdata.txt to determine how the superseded data were derived.
 TO0301
 TO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP083375(NAD 83)
 TO0301_MARKER: DB = BENCH MARK DISK
 TO0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0301_STAMPING: F 284 1942
 TO0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0301+STABILITY: SURFACE MOTION
 TO0301
 TO0301  HISTORY     - Date     Condition        Report By
 TO0301  HISTORY     - 1942     MONUMENTED       CGS
 TO0301  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0301
 TO0301                          STATION DESCRIPTION
 TO0301
 TO0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0301'1.4 MI N FROM PRIEST RIVER.
 TO0301'1.4 MILES NORTH, ON EASTERN SHORT ROUTE TO COOLIN 60 FEET SOUTH OF A
 TO0301'CROSSROAD, 70 FEET WEST OF THE CENTER OF THE MAIN ROAD, 3 FEET ABOVE
 TO0301'THE LEVEL OF THE ROAD, SET AT THE EDGE OF A SMALL CLEARING.  WITNESS
 TO0301'POST SET.  STAMPED F 284 1942.  NOTE-- RD CONSTRU IN AREA.
 TO0301
 TO0301                          STATION RECOVERY (1967)
 TO0301
 TO0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0384 ***********************************************************************
 SV0384  DESIGNATION -  F 285
 SV0384  PID         -  SV0384
 SV0384  STATE/COUNTY-  ID/KOOTENAI
 SV0384  USGS QUAD   -  RATHDRUM (1996)
 SV0384
 SV0384                         *CURRENT SURVEY CONTROL
 SV0384  ___________________________________________________________________
 SV0384* NAD 83(1986)-  47 45 47.     (N)    116 58 54.     (W)     SCALED    
 SV0384* NAVD 88     -       650.421  (meters)    2133.92   (feet)  ADJUSTED  
 SV0384  ___________________________________________________________________
 SV0384  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 SV0384  DYNAMIC HT  -         650.457 (meters)    2134.04  (feet)  COMP
 SV0384  MODELED GRAV-     980,646.3   (mgal)                       NAVD 88
 SV0384
 SV0384  VERT ORDER  -  FIRST     CLASS II
 SV0384
 SV0384.The horizontal coordinates were scaled from a topographic map and have
 SV0384.an estimated accuracy of +/- 6 seconds.
 SV0384
 SV0384.The orthometric height was determined by differential leveling
 SV0384.and adjusted by the National Geodetic Survey in June 1991..
 SV0384
 SV0384.The geoid height was determined by GEOID03.
 SV0384
 SV0384.The dynamic height is computed by dividing the NAVD 88
 SV0384.geopotential number by the normal gravity value computed on the
 SV0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0384.degrees latitude (g = 980.6199 gals.).
 SV0384
 SV0384.The modeled gravity was interpolated from observed gravity values.
 SV0384
 SV0384;                    North         East    Units  Estimated Accuracy
 SV0384;SPC ID W     -   678,160.      707,670.      MT  (+/- 180 meters Scaled)
 SV0384
 SV0384                          SUPERSEDED SURVEY CONTROL
 SV0384
 SV0384  NGVD 29 (??/??/92)  649.249  (m)         2130.08   (f) ADJ UNCH    1 2
 SV0384
 SV0384.Superseded values are not recommended for survey control.
 SV0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0384.See file dsdata.txt to determine how the superseded data were derived.
 SV0384
 SV0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN013899(NAD 83)
 SV0384_MARKER: DD = SURVEY DISK
 SV0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0384_STAMPING: F 285 1944 P.C. 177+94.9 40.00
 SV0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0384+STABILITY: SURFACE MOTION
 SV0384
 SV0384  HISTORY     - Date     Condition        Report By
 SV0384  HISTORY     - 1944     MONUMENTED       IDDT
 SV0384  HISTORY     - 1944     GOOD             NGS
 SV0384
 SV0384                          STATION DESCRIPTION
 SV0384
 SV0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0384'1.8 MI NE FROM HAUSER.
 SV0384'1.8 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0384'STATION AT HAUSER, ALONG STATE HIGHWAY NO. 53, SET BETWEEN THE TRACK
 SV0384'AND THE HIGHWAY, 177 FEET SOUTHWEST OF THE CENTER-LINE OF A CROSS
 SV0384'ROAD, 117.6 FEET NORTHWEST OF NORTHWEST RAIL OF TRACK, 40 FEET
 SV0384'SOUTHEAST OF CENTER-LINE OF HIGHWAY, 1.8 FEET SOUTHWEST OF REFERENCE
 SV0384'POST.  A IDAHO STATE HIGHWAY BRONZE RIGHT-OF-WAY DISK SET IN TOP OF A
 SV0384'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0342 ***********************************************************************
 SV0342  DESIGNATION -  F 286
 SV0342  PID         -  SV0342
 SV0342  STATE/COUNTY-  ID/KOOTENAI
 SV0342  USGS QUAD   -  ATHOL (1961)
 SV0342
 SV0342                         *CURRENT SURVEY CONTROL
 SV0342  ___________________________________________________________________
 SV0342* NAD 83(1986)-  47 58 27.     (N)    116 43 54.     (W)     SCALED    
 SV0342* NAVD 88     -       713.588  (meters)    2341.16   (feet)  ADJUSTED  
 SV0342  ___________________________________________________________________
 SV0342  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SV0342  DYNAMIC HT  -         713.623 (meters)    2341.28  (feet)  COMP
 SV0342  MODELED GRAV-     980,636.9   (mgal)                       NAVD 88
 SV0342
 SV0342  VERT ORDER  -  FIRST     CLASS II
 SV0342
 SV0342.The horizontal coordinates were scaled from a topographic map and have
 SV0342.an estimated accuracy of +/- 6 seconds.
 SV0342
 SV0342.The orthometric height was determined by differential leveling
 SV0342.and adjusted by the National Geodetic Survey in June 1991..
 SV0342
 SV0342.The geoid height was determined by GEOID03.
 SV0342
 SV0342.The dynamic height is computed by dividing the NAVD 88
 SV0342.geopotential number by the normal gravity value computed on the
 SV0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0342.degrees latitude (g = 980.6199 gals.).
 SV0342
 SV0342.The modeled gravity was interpolated from observed gravity values.
 SV0342
 SV0342;                    North         East    Units  Estimated Accuracy
 SV0342;SPC ID W     -   701,360.      726,710.      MT  (+/- 180 meters Scaled)
 SV0342
 SV0342                          SUPERSEDED SURVEY CONTROL
 SV0342
 SV0342  NGVD 29 (??/??/92)  712.396  (m)         2337.25   (f) ADJ UNCH    1 2
 SV0342
 SV0342.Superseded values are not recommended for survey control.
 SV0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0342.See file dsdata.txt to determine how the superseded data were derived.
 SV0342
 SV0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP200134(NAD 83)
 SV0342_MARKER: DB = BENCH MARK DISK
 SV0342_SETTING: 80 = SET IN A BOULDER
 SV0342_SP_SET: BOULDER
 SV0342_STAMPING: F 286 1944
 SV0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0342+STABILITY: SURFACE MOTION
 SV0342
 SV0342  HISTORY     - Date     Condition        Report By
 SV0342  HISTORY     - 1944     MONUMENTED       CGS
 SV0342
 SV0342                          STATION DESCRIPTION
 SV0342
 SV0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SV0342'2.5 MI N FROM ATHOL.
 SV0342'2.5 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SV0342'AT ATHOL, 5 1/2 RAILS NORTHWEST OF MILEPOST NO. 29, SET IN TOP OF A
 SV0342'LARGE GRANITE BOULDER, NEAR THE POINT WHERE THE NEW TRACK CROSSES THE
 SV0342'OLD TRACK BED, 40 FEET NORTHEAST OF THE NORTHEAST RAIL OF TRACK, ABOUT
 SV0342'1 FOOT BELOW TRACK LEVEL.  BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0145 ***********************************************************************
 TO0145  DESIGNATION -  F 287
 TO0145  PID         -  TO0145
 TO0145  STATE/COUNTY-  ID/BONNER
 TO0145  USGS QUAD   -  TROUT PEAK (1989)
 TO0145
 TO0145                         *CURRENT SURVEY CONTROL
 TO0145  ___________________________________________________________________
 TO0145* NAD 83(1986)-  48 15 45.     (N)    116 20 04.     (W)     SCALED    
 TO0145* NAVD 88     -       633.502  (meters)    2078.41   (feet)  ADJUSTED  
 TO0145  ___________________________________________________________________
 TO0145  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 TO0145  DYNAMIC HT  -         633.540 (meters)    2078.54  (feet)  COMP
 TO0145  MODELED GRAV-     980,652.9   (mgal)                       NAVD 88
 TO0145
 TO0145  VERT ORDER  -  FIRST     CLASS II
 TO0145
 TO0145.The horizontal coordinates were scaled from a topographic map and have
 TO0145.an estimated accuracy of +/- 6 seconds.
 TO0145
 TO0145.The orthometric height was determined by differential leveling
 TO0145.and adjusted by the National Geodetic Survey in June 1991..
 TO0145
 TO0145.The geoid height was determined by GEOID03.
 TO0145
 TO0145.The dynamic height is computed by dividing the NAVD 88
 TO0145.geopotential number by the normal gravity value computed on the
 TO0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0145.degrees latitude (g = 980.6199 gals.).
 TO0145
 TO0145.The modeled gravity was interpolated from observed gravity values.
 TO0145
 TO0145;                    North         East    Units  Estimated Accuracy
 TO0145;SPC ID W     -   733,120.      756,610.      MT  (+/- 180 meters Scaled)
 TO0145
 TO0145                          SUPERSEDED SURVEY CONTROL
 TO0145
 TO0145  NGVD 29 (??/??/92)  632.320  (m)         2074.54   (f) ADJ UNCH    1 2
 TO0145
 TO0145.Superseded values are not recommended for survey control.
 TO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0145.See file dsdata.txt to determine how the superseded data were derived.
 TO0145
 TO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP493456(NAD 83)
 TO0145_MARKER: DB = BENCH MARK DISK
 TO0145_SETTING: 66 = SET IN ROCK OUTCROP
 TO0145_SP_SET: OUTCROP
 TO0145_STAMPING: F 287 1944
 TO0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0145+STABILITY: POSITION/ELEVATION WELL
 TO0145
 TO0145  HISTORY     - Date     Condition        Report By
 TO0145  HISTORY     - 1944     MONUMENTED       CGS
 TO0145
 TO0145                          STATION DESCRIPTION
 TO0145
 TO0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0145'1.5 MI NW FROM HOPE.
 TO0145'ABOUT 1.5 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TO0145'STATION AT HOPE, BONNER COUNTY, ABOUT 6-3/4 RAILS NORTHWEST OF
 TO0145'MILEPOST 105, OPPOSITE A ROCK CUT, 36 FEET SOUTHWEST OF THE SOUTHWEST
 TO0145'RAIL, IN THE TOP OF A LARGE ROCK OUTCROP, AND ABOUT 2 FEET LOWER THAN
 TO0145'THE TRACK.  A STANDARD DISK, STAMPED F 287 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0008 ***********************************************************************
 TO0008  DESIGNATION -  F 288
 TO0008  PID         -  TO0008
 TO0008  STATE/COUNTY-  ID/BOUNDARY
 TO0008  USGS QUAD   -  NAPLES (1996)
 TO0008
 TO0008                         *CURRENT SURVEY CONTROL
 TO0008  ___________________________________________________________________
 TO0008* NAD 83(1986)-  48 35 17.     (N)    116 23 04.     (W)     SCALED    
 TO0008* NAVD 88     -       608.711  (meters)    1997.08   (feet)  ADJUSTED  
 TO0008  ___________________________________________________________________
 TO0008  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 TO0008  DYNAMIC HT  -         608.759 (meters)    1997.24  (feet)  COMP
 TO0008  MODELED GRAV-     980,671.1   (mgal)                       NAVD 88
 TO0008
 TO0008  VERT ORDER  -  FIRST     CLASS II
 TO0008
 TO0008.The horizontal coordinates were scaled from a topographic map and have
 TO0008.an estimated accuracy of +/- 6 seconds.
 TO0008
 TO0008.The orthometric height was determined by differential leveling
 TO0008.and adjusted by the National Geodetic Survey in June 1991..
 TO0008.WARNING-Repeat measurements at this control monument indicate possible
 TO0008.vertical movement.
 TO0008
 TO0008.The geoid height was determined by GEOID03.
 TO0008
 TO0008.The dynamic height is computed by dividing the NAVD 88
 TO0008.geopotential number by the normal gravity value computed on the
 TO0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0008.degrees latitude (g = 980.6199 gals.).
 TO0008
 TO0008.The modeled gravity was interpolated from observed gravity values.
 TO0008
 TO0008;                    North         East    Units  Estimated Accuracy
 TO0008;SPC ID W     -   769,350.      753,200.      MT  (+/- 180 meters Scaled)
 TO0008
 TO0008                          SUPERSEDED SURVEY CONTROL
 TO0008
 TO0008  NGVD 29 (??/??/92)  607.553  (m)         1993.28   (f) ADJ UNCH    1 2
 TO0008
 TO0008.Superseded values are not recommended for survey control.
 TO0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0008.See file dsdata.txt to determine how the superseded data were derived.
 TO0008
 TO0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP453818(NAD 83)
 TO0008_MARKER: DB = BENCH MARK DISK
 TO0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0008_STAMPING: F 288 1944
 TO0008_PROJECTION: PROJECTING 15 CENTIMETERS
 TO0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0008+STABILITY: SURFACE MOTION
 TO0008
 TO0008  HISTORY     - Date     Condition        Report By
 TO0008  HISTORY     - 1944     MONUMENTED       CGS
 TO0008  HISTORY     - 1980     GOOD             NGS
 TO0008
 TO0008                          STATION DESCRIPTION
 TO0008
 TO0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0008'1.2 MI N FROM NAPLES.
 TO0008'1.2 MILES NORTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 TO0008'STATION AT NAPLES, NEAR A ROAD CROSSING, 98 FEET NORTH OF THE 5TH.
 TO0008'POLE SOUTH OF MILEPOST NO. 99, 45.6 FEET WEST OF WEST RAIL OF TRACK, 2
 TO0008'FEET SOUTHEAST OF A 3-WAY CORNER FENCE POST AND GATE POST, 3 FEET WEST
 TO0008'OF REFERENCE POST.  IRON BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 TO0008'PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND.
 TO0008
 TO0008                          STATION RECOVERY (1980)
 TO0008
 TO0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0008'14.6 KILOMETERS (9.0 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0008'POST OFFICE IN BONNERS FERRY, THENCE 0.1 KILOMETER (0.05 MILE) WEST
 TO0008'ALONG COUNTY ROAD 10, THENCE 0.1 KILOMETER (0.05 MILE) NORTH ALONG
 TO0008'THE SPOKANE INTERNATIONAL RAILWAY, 19.8 METERS (55.0 FEET) NORTHWEST
 TO0008'OF A WOODEN POST FOR A ROAD CROSSING SIGN ALONG THE RAILWAY, 13.9
 TO0008'METERS (45.6 FEET) WEST OF THE WEST RAIL OF THE TRACKS, 0.5 METER
 TO0008'(1.8 FEET) EAST OF THE WEST RAILWAY RIGHT-OF-WAY FENCE.
 TO0008'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 TO0008'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0006 ***********************************************************************
 OY0006  DESIGNATION -  F 289
 OY0006  PID         -  OY0006
 OY0006  STATE/COUNTY-  ID/BONNEVILLE
 OY0006  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0006
 OY0006                         *CURRENT SURVEY CONTROL
 OY0006  ___________________________________________________________________
 OY0006* NAD 83(1986)-  43 30 38.     (N)    112 03 20.     (W)     SCALED    
 OY0006* NAVD 88     -      1438.829  (meters)    4720.56   (feet)  ADJUSTED  
 OY0006  ___________________________________________________________________
 OY0006  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 OY0006  DYNAMIC HT  -        1438.071 (meters)    4718.07  (feet)  COMP
 OY0006  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 OY0006
 OY0006  VERT ORDER  -  SECOND    CLASS 0
 OY0006
 OY0006.The horizontal coordinates were scaled from a topographic map and have
 OY0006.an estimated accuracy of +/- 6 seconds.
 OY0006
 OY0006.The orthometric height was determined by differential leveling
 OY0006.and adjusted by the National Geodetic Survey in June 1991..
 OY0006
 OY0006.The geoid height was determined by GEOID03.
 OY0006
 OY0006.The dynamic height is computed by dividing the NAVD 88
 OY0006.geopotential number by the normal gravity value computed on the
 OY0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0006.degrees latitude (g = 980.6199 gals.).
 OY0006
 OY0006.The modeled gravity was interpolated from observed gravity values.
 OY0006
 OY0006;                    North         East    Units  Estimated Accuracy
 OY0006;SPC ID E     -   204,820.      208,980.      MT  (+/- 180 meters Scaled)
 OY0006
 OY0006                          SUPERSEDED SURVEY CONTROL
 OY0006
 OY0006  NGVD 29 (??/??/92) 1437.75   (m)         4717.0    (f) COMPUTED    2 0
 OY0006
 OY0006.Superseded values are not recommended for survey control.
 OY0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0006.See file dsdata.txt to determine how the superseded data were derived.
 OY0006
 OY0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP146180(NAD 83)
 OY0006_MARKER: DB = BENCH MARK DISK
 OY0006_SETTING: 66 = SET IN ROCK OUTCROP
 OY0006_SP_SET: ROCK OUTCROP
 OY0006_STAMPING: F 289 1945
 OY0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0006+STABILITY: POSITION/ELEVATION WELL
 OY0006
 OY0006  HISTORY     - Date     Condition        Report By
 OY0006  HISTORY     - 1945     MONUMENTED       CGS
 OY0006  HISTORY     - 19980601 MARK NOT FOUND   IDTD
 OY0006
 OY0006                          STATION DESCRIPTION
 OY0006
 OY0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OY0006'0.8 MI SE FROM IDAHO FALLS AIRPORT.
 OY0006'0.8 MILE SOUTHEAST ALONG COUNTY ROAD FROM THE MAIN GATE OF THE IDAHO
 OY0006'FALLS AIRPORT, SET IN THE TOP OF A BLACK LAVA ROCK OUTCROP, ABOUT 100
 OY0006'FEET NORTHEAST OF THE NORTHEAST END OF THE STEEL BRIDGE OVER THE SNAKE
 OY0006'RIVER, IN THE POINT OF A Y ROAD, 33 FEET NORTH OF CENTER-LINE OF THE
 OY0006'MAIN ROAD THAT LEADS EAST AND CURVES TO THE SOUTHEAST, 30 FEET EAST OF
 OY0006'CENTER-LINE OF ROAD LEADING NORTH, 9 FEET NORTHWEST OF A POINT IN LINE
 OY0006'WITH THE CENTER-LINE OF THE ROAD OVER BRIDGE, ABOUT LEVEL WITH THE
 OY0006'GROUND.  BRONZE BENCH MARK DISK.
 OY0006
 OY0006                          STATION RECOVERY (1998)
 OY0006
 OY0006'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (GDJ)
 OY0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0007 ***********************************************************************
 OY0007  DESIGNATION -  F 289 RESET
 OY0007  PID         -  OY0007
 OY0007  STATE/COUNTY-  ID/BONNEVILLE
 OY0007  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0007
 OY0007                         *CURRENT SURVEY CONTROL
 OY0007  ___________________________________________________________________
 OY0007* NAD 83(1986)-  43 30 38.     (N)    112 03 20.     (W)     SCALED    
 OY0007* NAVD 88     -      1437.783  (meters)    4717.13   (feet)  ADJUSTED  
 OY0007  ___________________________________________________________________
 OY0007  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 OY0007  DYNAMIC HT  -        1437.025 (meters)    4714.64  (feet)  COMP
 OY0007  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 OY0007
 OY0007  VERT ORDER  -  FIRST     CLASS II
 OY0007
 OY0007.The horizontal coordinates were scaled from a topographic map and have
 OY0007.an estimated accuracy of +/- 6 seconds.
 OY0007
 OY0007.The orthometric height was determined by differential leveling
 OY0007.and adjusted by the National Geodetic Survey in June 1991..
 OY0007
 OY0007.The geoid height was determined by GEOID03.
 OY0007
 OY0007.The dynamic height is computed by dividing the NAVD 88
 OY0007.geopotential number by the normal gravity value computed on the
 OY0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0007.degrees latitude (g = 980.6199 gals.).
 OY0007
 OY0007.The modeled gravity was interpolated from observed gravity values.
 OY0007
 OY0007;                    North         East    Units  Estimated Accuracy
 OY0007;SPC ID E     -   204,820.      208,980.      MT  (+/- 180 meters Scaled)
 OY0007
 OY0007                          SUPERSEDED SURVEY CONTROL
 OY0007
 OY0007  NGVD 29 (??/??/92) 1436.705  (m)         4713.59   (f) ADJ UNCH    1 2
 OY0007
 OY0007.Superseded values are not recommended for survey control.
 OY0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0007.See file dsdata.txt to determine how the superseded data were derived.
 OY0007
 OY0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP146180(NAD 83)
 OY0007_MARKER: DB = BENCH MARK DISK
 OY0007_SETTING: 66 = SET IN ROCK OUTCROP
 OY0007_SP_SET: ROCK OUTCROP
 OY0007_STAMPING: F 289 RESET 1959
 OY0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0007+STABILITY: POSITION/ELEVATION WELL
 OY0007
 OY0007  HISTORY     - Date     Condition        Report By
 OY0007  HISTORY     - 1959     MONUMENTED       CGS
 OY0007  HISTORY     - 1967     GOOD             NGS
 OY0007  HISTORY     - 1978     GOOD             LOCSUR
 OY0007  HISTORY     - 1983     MARK NOT FOUND   NGS
 OY0007
 OY0007                          STATION DESCRIPTION
 OY0007
 OY0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0007'IN IDAHO FALLS.
 OY0007'AT IDAHO FALLS, 0.05 MILE NORTHWEST OF THE JUNCTION OF JACKSON AND
 OY0007'LATAH AVENUES, 0.35 MILE NORTHEAST ALONG SHELLEY STREET FROM BENCH
 OY0007'MARK U 373, IN THE TOP OF A SMALL OUTCROP PROJECTING ABOUT 1/2 FOOT
 OY0007'ABOVE THE GROUND, 131 FEET SOUTHEAST OF THE CENTER LINE OF THE
 OY0007'SOUTHEAST LANES OF SHELLEY STREET, 43.5 FEET NORTHEAST OF THE
 OY0007'NORTHEAST CURB OF A CIRCLE AT THE NORTHWEST END OF JACKSON AVENUE,
 OY0007'74.6 FEET NORTHWEST OF THE WEST CORNER OF A BRICK GARAGE AT 1300
 OY0007'JACKSON AVENUE, 58.0 FEET SOUTHEAST OF A CYCLONE FENCE, 8.5 FEET
 OY0007'SOUTHWEST OF POWER POLE B WITH ONE TRANSFORMER, ABOUT 2 FEET HIGHER
 OY0007'THAN THE AVENUE, AND 3 1/2 FEET LOWER THAN THE STREET.
 OY0007
 OY0007                          STATION RECOVERY (1978)
 OY0007
 OY0007'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0007'RECOVERED IN GOOD CONDITION.
 OY0007
 OY0007                          STATION RECOVERY (1983)
 OY0007
 OY0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 MS0481 ***********************************************************************
 MS0481  DESIGNATION -  F 29
 MS0481  PID         -  MS0481
 MS0481  STATE/COUNTY-  ID/CASSIA
 MS0481  USGS QUAD   -  COTTON THOMAS BASIN (1990)
 MS0481
 MS0481                         *CURRENT SURVEY CONTROL
 MS0481  ___________________________________________________________________
 MS0481* NAD 83(1986)-  41 59 23.     (N)    113 45 52.     (W)     SCALED    
 MS0481* NAVD 88     -      1776.016  (meters)    5826.81   (feet)  ADJUSTED  
 MS0481  ___________________________________________________________________
 MS0481  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 MS0481  DYNAMIC HT  -        1774.666 (meters)    5822.38  (feet)  COMP
 MS0481  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 MS0481
 MS0481  VERT ORDER  -  FIRST     CLASS II
 MS0481
 MS0481.The horizontal coordinates were scaled from a topographic map and have
 MS0481.an estimated accuracy of +/- 6 seconds.
 MS0481
 MS0481.The orthometric height was determined by differential leveling
 MS0481.and adjusted by the National Geodetic Survey in June 1991..
 MS0481
 MS0481.The geoid height was determined by GEOID03.
 MS0481
 MS0481.The dynamic height is computed by dividing the NAVD 88
 MS0481.geopotential number by the normal gravity value computed on the
 MS0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0481.degrees latitude (g = 980.6199 gals.).
 MS0481
 MS0481.The modeled gravity was interpolated from observed gravity values.
 MS0481
 MS0481;                    North         East    Units  Estimated Accuracy
 MS0481;SPC ID C     -    35,910.      519,520.      MT  (+/- 180 meters Scaled)
 MS0481
 MS0481                          SUPERSEDED SURVEY CONTROL
 MS0481
 MS0481  NGVD 29 (??/??/92) 1774.82   (m)         5822.9    (f) COMPUTED    1 2
 MS0481
 MS0481.Superseded values are not recommended for survey control.
 MS0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0481.See file dsdata.txt to determine how the superseded data were derived.
 MS0481
 MS0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM710523(NAD 83)
 MS0481_MARKER: DB = BENCH MARK DISK
 MS0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MS0481_STAMPING: F 29 1934
 MS0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0481+STABILITY: SURFACE MOTION
 MS0481
 MS0481  HISTORY     - Date     Condition        Report By
 MS0481  HISTORY     - 1934     MONUMENTED       CGS
 MS0481
 MS0481                          STATION DESCRIPTION
 MS0481
 MS0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0481'21.4 MI S FROM OAKLEY.
 MS0481'21.4 MILES SOUTH ALONG BIRCH CREEK ROAD FROM THE OREGON SHORT LINE
 MS0481'RAILROAD STATION AT OAKLEY, CASSIA COUNTY, 2.0 MILES SOUTH OF MOULTON,
 MS0481'AT THE IDAHO-UTAH STATE LINE, APPROXIMATELY IN THE CENTER OF A VALLEY,
 MS0481'IN THE NORTHWEST ANGLE AT A ROAD INTERSECTION, AT A TURN FROM EAST AND
 MS0481'WEST TO NORTH AND SOUTH, 50 FEET NORTH OF THE CENTERLINE OF THE
 MS0481'EAST-AND-WEST ROAD, 26 FEET WEST OF THE CENTERLINE OF THE
 MS0481'NORTH-AND-SOUTH ROAD, 12 FEET NORTH OF A CORNER POST IN A FENCE AND
 MS0481'STATE LINE, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED F 29
 MS0481'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0043 ***********************************************************************
 OH0043  DESIGNATION -  F 290
 OH0043  PID         -  OH0043
 OH0043  STATE/COUNTY-  ID/ADA
 OH0043  USGS QUAD   -  BOISE SOUTH (1976)
 OH0043
 OH0043                         *CURRENT SURVEY CONTROL
 OH0043  ___________________________________________________________________
 OH0043* NAD 83(1986)-  43 35 11.     (N)    116 14 37.     (W)     SCALED    
 OH0043* NAVD 88     -       852.328  (meters)    2796.35   (feet)  ADJUSTED  
 OH0043  ___________________________________________________________________
 OH0043  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 OH0043  DYNAMIC HT  -         851.999 (meters)    2795.27  (feet)  COMP
 OH0043  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 OH0043
 OH0043  VERT ORDER  -  SECOND    CLASS 0
 OH0043
 OH0043.The horizontal coordinates were scaled from a topographic map and have
 OH0043.an estimated accuracy of +/- 6 seconds.
 OH0043
 OH0043.The orthometric height was determined by differential leveling
 OH0043.and adjusted by the National Geodetic Survey in June 1991..
 OH0043
 OH0043.The geoid height was determined by GEOID03.
 OH0043
 OH0043.The dynamic height is computed by dividing the NAVD 88
 OH0043.geopotential number by the normal gravity value computed on the
 OH0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0043.degrees latitude (g = 980.6199 gals.).
 OH0043
 OH0043.The modeled gravity was interpolated from observed gravity values.
 OH0043
 OH0043;                    North         East    Units  Estimated Accuracy
 OH0043;SPC ID W     -   213,360.      760,140.      MT  (+/- 180 meters Scaled)
 OH0043
 OH0043                          SUPERSEDED SURVEY CONTROL
 OH0043
 OH0043  NGVD 29 (??/??/92)  851.367  (m)         2793.19   (f) ADJ UNCH    2 0
 OH0043
 OH0043.Superseded values are not recommended for survey control.
 OH0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0043.See file dsdata.txt to determine how the superseded data were derived.
 OH0043
 OH0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ610262(NAD 83)
 OH0043_MARKER: DD = SURVEY DISK
 OH0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0043_STAMPING: F 290 70.0 USBM 113 + 02.5 1945
 OH0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0043+STABILITY: SURFACE MOTION
 OH0043
 OH0043  HISTORY     - Date     Condition        Report By
 OH0043  HISTORY     - 1945     MONUMENTED       IDPWD
 OH0043  HISTORY     - 1950     GOOD             NGS
 OH0043  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0043
 OH0043                          STATION DESCRIPTION
 OH0043
 OH0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OH0043'2.8 MI W FROM BOISE.
 OH0043'1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OH0043'BOISE, THENCE 1.3 MILES SOUTH ALONG ORCHARD AVENUE, 73.6 FEET
 OH0043'NORTHEAST OF B.M. 40.0 (I.S.D.P.W.), 23 1/2 FEET NORTH OF THE CENTER
 OH0043'LINE OF SPAULDING STREET, 56 FEET NORTH OF TELEPHONE POLE NO. 7, 2
 OH0043'FEET WEST OF A WITNESS POST, 6 FEET HIGHER THAN THE AVENUE, AND SET IN
 OH0043'THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE THE GROUND.
 OH0043
 OH0043                          STATION RECOVERY (1983)
 OH0043
 OH0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0071 ***********************************************************************
 QZ0071  DESIGNATION -  F 291
 QZ0071  PID         -  QZ0071
 QZ0071  STATE/COUNTY-  ID/LEMHI
 QZ0071  USGS QUAD   -  PINE CREEK RAPIDS (1991)
 QZ0071
 QZ0071                         *CURRENT SURVEY CONTROL
 QZ0071  ___________________________________________________________________
 QZ0071* NAD 83(1986)-  45 20 23.     (N)    114 20 19.     (W)     SCALED    
 QZ0071* NAVD 88     -      1008.707  (meters)    3309.40   (feet)  ADJUSTED  
 QZ0071  ___________________________________________________________________
 QZ0071  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 QZ0071  DYNAMIC HT  -        1008.338 (meters)    3308.19  (feet)  COMP
 QZ0071  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 QZ0071
 QZ0071  VERT ORDER  -  SECOND    CLASS 0
 QZ0071
 QZ0071.The horizontal coordinates were scaled from a topographic map and have
 QZ0071.an estimated accuracy of +/- 6 seconds.
 QZ0071
 QZ0071.The orthometric height was determined by differential leveling
 QZ0071.and adjusted by the National Geodetic Survey in June 1991..
 QZ0071
 QZ0071.The geoid height was determined by GEOID03.
 QZ0071
 QZ0071.The dynamic height is computed by dividing the NAVD 88
 QZ0071.geopotential number by the normal gravity value computed on the
 QZ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0071.degrees latitude (g = 980.6199 gals.).
 QZ0071
 QZ0071.The modeled gravity was interpolated from observed gravity values.
 QZ0071
 QZ0071;                    North         East    Units  Estimated Accuracy
 QZ0071;SPC ID C     -   408,120.      473,460.      MT  (+/- 180 meters Scaled)
 QZ0071
 QZ0071                          SUPERSEDED SURVEY CONTROL
 QZ0071
 QZ0071  NGVD 29 (??/??/92) 1007.555  (m)         3305.62   (f) ADJ UNCH    2 0
 QZ0071
 QZ0071.Superseded values are not recommended for survey control.
 QZ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0071.See file dsdata.txt to determine how the superseded data were derived.
 QZ0071
 QZ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL085241(NAD 83)
 QZ0071_MARKER: DB = BENCH MARK DISK
 QZ0071_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0071_SP_SET: ROCK OUTCROP
 QZ0071_STAMPING: F 291 1945
 QZ0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0071+STABILITY: POSITION/ELEVATION WELL
 QZ0071
 QZ0071  HISTORY     - Date     Condition        Report By
 QZ0071  HISTORY     - 1945     MONUMENTED       CGS
 QZ0071
 QZ0071                          STATION DESCRIPTION
 QZ0071
 QZ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0071'4.2 MI W FROM SHOUP.
 QZ0071'4.2 MILES WEST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT SHOUP,
 QZ0071'SET IN THE LEDGE OF A LARGE SLOPING ROCK OUTCROP, ON THE SOUTHEAST
 QZ0071'SIDE OF ROAD FROM THE RIVER, 26 FEET SOUTHEAST OF CENTER-LINE OF THE
 QZ0071'ROAD, 26 FEET EAST OF THE ROAD SIGN SLOW, ABOUT 6 FEET ABOVE ROAD
 QZ0071'LEVEL.  IRON BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0072 ***********************************************************************
 QZ0072  DESIGNATION -  F 291 RESET
 QZ0072  PID         -  QZ0072
 QZ0072  STATE/COUNTY-  ID/LEMHI
 QZ0072  USGS QUAD   -  PINE CREEK RAPIDS (1991)
 QZ0072
 QZ0072                         *CURRENT SURVEY CONTROL
 QZ0072  ___________________________________________________________________
 QZ0072* NAD 83(1986)-  45 20 23.     (N)    114 20 20.     (W)     SCALED    
 QZ0072* NAVD 88     -      1011.79   (meters)    3319.5    (feet)  RESET     
 QZ0072  ___________________________________________________________________
 QZ0072  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 QZ0072
 QZ0072  VERT ORDER  -  THIRD
 QZ0072
 QZ0072.The horizontal coordinates were scaled from a topographic map and have
 QZ0072.an estimated accuracy of +/- 6 seconds.
 QZ0072
 QZ0072.The orthometric height was computed from unverified reset data.
 QZ0072
 QZ0072.The geoid height was determined by GEOID03.
 QZ0072
 QZ0072;                    North         East    Units  Estimated Accuracy
 QZ0072;SPC ID C     -   408,120.      473,440.      MT  (+/- 180 meters Scaled)
 QZ0072
 QZ0072                          SUPERSEDED SURVEY CONTROL
 QZ0072
 QZ0072.No superseded survey control is available for this station.
 QZ0072
 QZ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL084241(NAD 83)
 QZ0072_MARKER: DB = BENCH MARK DISK
 QZ0072_SETTING: 80 = SET IN A BOULDER
 QZ0072_SP_SET: BOULDER
 QZ0072_STAMPING: F 291 RESET 1964
 QZ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0072+STABILITY: SURFACE MOTION
 QZ0072
 QZ0072  HISTORY     - Date     Condition        Report By
 QZ0072  HISTORY     - 1964     MONUMENTED       CGS
 QZ0072
 QZ0072                          STATION DESCRIPTION
 QZ0072
 QZ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 QZ0072'4.3 MI W FROM SHOUP.
 QZ0072'ABOUT 4.3 MILES WEST ALONG A GRAVELED ROAD FROM THE SHOUP POST OFFICE,
 QZ0072'280 FEET SOUTHWEST OF HALFWAY GULCH, 40 FEET SOUTH-SOUTHEAST OF THE
 QZ0072'CENTER OF THE ROAD, 3 FEET SOUTHEAST OF A METAL WITNESS POST AND 5
 QZ0072'FEET ABOVE THE LEVEL OF THE ROAD, CEMENTED IN THE TOP OF A 3 BY 4 FOOT
 QZ0072'BOULDER THAT PROJECTS 3 FEET ON THE NORTHWEST SIDE AND 6 INCHES ON THE
 QZ0072'SOUTHEAST SIDE.  THE LETTERS BM WERE PAINTED ON THE NORTHWEST FACE OF
 QZ0072'THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0040 ***********************************************************************
 OY0040  DESIGNATION -  F 292
 OY0040  PID         -  OY0040
 OY0040  STATE/COUNTY-  ID/JEFFERSON
 OY0040  USGS QUAD   -  LEWISVILLE (1979)
 OY0040
 OY0040                         *CURRENT SURVEY CONTROL
 OY0040  ___________________________________________________________________
 OY0040* NAD 83(1986)-  43 40 01.     (N)    112 05 49.     (W)     SCALED    
 OY0040* NAVD 88     -      1454.475  (meters)    4771.89   (feet)  ADJUSTED  
 OY0040  ___________________________________________________________________
 OY0040  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 OY0040  DYNAMIC HT  -        1453.744 (meters)    4769.49  (feet)  COMP
 OY0040  MODELED GRAV-     980,065.6   (mgal)                       NAVD 88
 OY0040
 OY0040  VERT ORDER  -  FIRST     CLASS II
 OY0040
 OY0040.The horizontal coordinates were scaled from a topographic map and have
 OY0040.an estimated accuracy of +/- 6 seconds.
 OY0040
 OY0040.The orthometric height was determined by differential leveling
 OY0040.and adjusted by the National Geodetic Survey in June 1991..
 OY0040
 OY0040.The geoid height was determined by GEOID03.
 OY0040
 OY0040.The dynamic height is computed by dividing the NAVD 88
 OY0040.geopotential number by the normal gravity value computed on the
 OY0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0040.degrees latitude (g = 980.6199 gals.).
 OY0040
 OY0040.The modeled gravity was interpolated from observed gravity values.
 OY0040
 OY0040;                    North         East    Units  Estimated Accuracy
 OY0040;SPC ID E     -   222,190.      205,620.      MT  (+/- 180 meters Scaled)
 OY0040
 OY0040                          SUPERSEDED SURVEY CONTROL
 OY0040
 OY0040  NGVD 29 (08/20/92) 1453.402  (m)         4768.37   (f) ADJUSTED    1 2
 OY0040
 OY0040.Superseded values are not recommended for survey control.
 OY0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0040.See file dsdata.txt to determine how the superseded data were derived.
 OY0040
 OY0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP115354(NAD 83)
 OY0040_MARKER: DB = BENCH MARK DISK
 OY0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0040_SP_SET: CONCRETE POST
 OY0040_STAMPING: F 292 1945
 OY0040_MARK LOGO: CGS   
 OY0040_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0040+STABILITY: SURFACE MOTION
 OY0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0040+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0040
 OY0040  HISTORY     - Date     Condition        Report By
 OY0040  HISTORY     - 1945     MONUMENTED       CGS
 OY0040  HISTORY     - 1967     GOOD             NGS
 OY0040  HISTORY     - 19920625 GOOD             NGS
 OY0040
 OY0040                          STATION DESCRIPTION
 OY0040
 OY0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0040'4.05 MI S FROM ROBERTS.
 OY0040'4.05 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0040'ROBERTS, 98.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 179 1/2 FEET
 OY0040'SOUTHWEST AND ACROSS THE TRACK FROM MILEPOLE 198, 48 1/2 FEET
 OY0040'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 91, 4 FEET WEST OF
 OY0040'TELEPHONE POLE 485, 1.3 FEET SOUTHWEST OF A FENCE, 1.0 FOOT SOUTHEAST
 OY0040'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE
 OY0040'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OY0040
 OY0040                          STATION RECOVERY (1992)
 OY0040
 OY0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0040'6.7 KM (4.15 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0040'JUNCTION OF STATE HIGHWAY 48 IN ROBERTS, 74.4 M (244.1 FT) NORTH OF
 OY0040'THE CENTER OF A DRIVEWAY LEADING EAST TO THE PUREGRO COMPANY, 30.2 M
 OY0040'(99.1 FT) WEST OF THE NEAR RAIL, 15.1 M (49.5 FT) EAST OF THE CENTER
 OY0040'OF A PAVED ROAD (OLD U.S. HIGHWAY 91), 1.0 M (3.3 FT) BELOW THE
 OY0040'LEVEL OF THE TRACK, 0.4 M (1.3 FT) EAST OF A FENCE, 0.4 M (1.3 FT)
 OY0040'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJETCS 0.01 M (0.03
 OY0040'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0806 ***********************************************************************
 OH0806  DESIGNATION -  F 293
 OH0806  PID         -  OH0806
 OH0806  STATE/COUNTY-  ID/OWYHEE
 OH0806  USGS QUAD   -  ADRIAN (1967)
 OH0806
 OH0806                         *CURRENT SURVEY CONTROL
 OH0806  ___________________________________________________________________
 OH0806* NAD 83(1986)-  43 40 22.     (N)    117 01 13.     (W)     SCALED    
 OH0806* NAVD 88     -       677.658  (meters)    2223.28   (feet)  ADJUSTED  
 OH0806  ___________________________________________________________________
 OH0806  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 OH0806  DYNAMIC HT  -         677.423 (meters)    2222.51  (feet)  COMP
 OH0806  MODELED GRAV-     980,250.9   (mgal)                       NAVD 88
 OH0806
 OH0806  VERT ORDER  -  SECOND    CLASS 0
 OH0806
 OH0806.The horizontal coordinates were scaled from a topographic map and have
 OH0806.an estimated accuracy of +/- 6 seconds.
 OH0806
 OH0806.The orthometric height was determined by differential leveling
 OH0806.and adjusted by the National Geodetic Survey in June 1991..
 OH0806
 OH0806.The geoid height was determined by GEOID03.
 OH0806
 OH0806.The dynamic height is computed by dividing the NAVD 88
 OH0806.geopotential number by the normal gravity value computed on the
 OH0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0806.degrees latitude (g = 980.6199 gals.).
 OH0806
 OH0806.The modeled gravity was interpolated from observed gravity values.
 OH0806
 OH0806;                    North         East    Units  Estimated Accuracy
 OH0806;SPC ID W     -   223,620.      697,560.      MT  (+/- 180 meters Scaled)
 OH0806
 OH0806                          SUPERSEDED SURVEY CONTROL
 OH0806
 OH0806  NGVD 29 (??/??/92)  676.723  (m)         2220.22   (f) ADJ UNCH    2 0
 OH0806
 OH0806.Superseded values are not recommended for survey control.
 OH0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0806.See file dsdata.txt to determine how the superseded data were derived.
 OH0806
 OH0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ983355(NAD 83)
 OH0806_MARKER: DB = BENCH MARK DISK
 OH0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0806_STAMPING: F 293 1944
 OH0806_MARK LOGO: CGS   
 OH0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0806+STABILITY: SURFACE MOTION
 OH0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0806+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 OH0806
 OH0806  HISTORY     - Date     Condition        Report By
 OH0806  HISTORY     - 1944     MONUMENTED       CGS
 OH0806  HISTORY     - 19970910 GOOD             IDTD
 OH0806  HISTORY     - 20040323 GOOD             JUBENG
 OH0806
 OH0806                          STATION DESCRIPTION
 OH0806
 OH0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0806'8.1 MI SE FROM ADRIAN.
 OH0806'8.1 MILES SOUTHEAST OF THE POST OFFICE AT ADRIAN, MALHEUR COUNTY,
 OH0806'ALONG THE UNION PACIFIC RAILROAD, 72.6 FEET EAST OF THE NORTH END OF A
 OH0806'RAILROAD BRIDGE, 74.3 FEET EAST OF THE EAST RAIL, 35 FEET NORTH OF A
 OH0806'DITCH, 28.8 FEET WEST OF THE CENTERLINE OF THE ROAD, 5.5 FEET NORTH OF
 OH0806'A FENCE CORNER, 3.6 FEET SOUTH OF A 4X4 INCH WHITE WOODEN POST.  A
 OH0806'STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- AN OLD
 OH0806'OREGON TRAIL POST WAS FOUND IN THE AREA.  11 FEET SOUTH OF, IT WOULD
 OH0806'BE IN THE ROAD.  I BELIEVE THE ROAD HAS BEEN WIDENED AND THE MARK
 OH0806'DESTROYED.
 OH0806
 OH0806                          STATION RECOVERY (1997)
 OH0806
 OH0806'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (DSS)
 OH0806'THIS BENCH MARK WAS RECOVERED IN GOOD CONDITION AND MAY BE DESTROYED
 OH0806'IN THE FUTURE DUE TO THE PROPOSED UNION PACIFIC RAILROAD COMPANY RAIL
 OH0806'LINE ABANDONMENT.  LOCATED 3.0 FEET (0.9 M) WEST OF THE WEST EDGE OF
 OH0806'THE ROAD, 1.0 FOOT (0.3 M) EAST OF A FIBERGLASS WITNESS POST AND
 OH0806'PROJECTING ABOUT 0.4 FOOT (12.2 CM) ABOVE THE GROUND SURFACE.
 OH0806
 OH0806                          STATION RECOVERY (2004)
 OH0806
 OH0806'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2004 (TRR)
 OH0806'MARK IS LOCATED 3.57 MILES EASTERLY ALONG NAPTON ROAD FROM OREGON
 OH0806'HIGHWAY 201.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0461 ***********************************************************************
 OH0461  DESIGNATION -  F 294
 OH0461  PID         -  OH0461
 OH0461  STATE/COUNTY-  ID/OWYHEE
 OH0461  USGS QUAD   -  MARSING (1971)
 OH0461
 OH0461                         *CURRENT SURVEY CONTROL
 OH0461  ___________________________________________________________________
 OH0461* NAD 83(1986)-  43 30 44.     (N)    116 47 12.     (W)     SCALED    
 OH0461* NAVD 88     -       687.902  (meters)    2256.89   (feet)  ADJUSTED  
 OH0461  ___________________________________________________________________
 OH0461  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 OH0461  DYNAMIC HT  -         687.648 (meters)    2256.06  (feet)  COMP
 OH0461  MODELED GRAV-     980,228.7   (mgal)                       NAVD 88
 OH0461
 OH0461  VERT ORDER  -  SECOND    CLASS 0
 OH0461
 OH0461.The horizontal coordinates were scaled from a topographic map and have
 OH0461.an estimated accuracy of +/- 6 seconds.
 OH0461
 OH0461.The orthometric height was determined by differential leveling
 OH0461.and adjusted by the National Geodetic Survey in June 1991..
 OH0461
 OH0461.The geoid height was determined by GEOID03.
 OH0461
 OH0461.The dynamic height is computed by dividing the NAVD 88
 OH0461.geopotential number by the normal gravity value computed on the
 OH0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0461.degrees latitude (g = 980.6199 gals.).
 OH0461
 OH0461.The modeled gravity was interpolated from observed gravity values.
 OH0461
 OH0461;                    North         East    Units  Estimated Accuracy
 OH0461;SPC ID W     -   205,520.      716,180.      MT  (+/- 180 meters Scaled)
 OH0461
 OH0461                          SUPERSEDED SURVEY CONTROL
 OH0461
 OH0461  NGVD 29 (??/??/92)  686.959  (m)         2253.80   (f) ADJ UNCH    2 0
 OH0461
 OH0461.Superseded values are not recommended for survey control.
 OH0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0461.See file dsdata.txt to determine how the superseded data were derived.
 OH0461
 OH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ172177(NAD 83)
 OH0461_MARKER: DB = BENCH MARK DISK
 OH0461_SETTING: 0 = UNSPECIFIED SETTING
 OH0461_STAMPING: F 294 1944
 OH0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0461
 OH0461  HISTORY     - Date     Condition        Report By
 OH0461  HISTORY     - 1944     MONUMENTED       CGS
 OH0461  HISTORY     - 1958     GOOD             USGS
 OH0461
 OH0461                          STATION DESCRIPTION
 OH0461
 OH0461'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OH0461'2.7 MI SE FROM MARSING.
 OH0461'2.7 MILES SOUTHEAST FROM THE RAILROAD STATION AT MARSING, OWYHEE
 OH0461'COUNTY, ALONG THE MARSING TO MURPHY HIGHWAY TO THE PUMPING PLANT, 0.2
 OH0461'MILES SOUTH OF THE PUMPING PLANT, 5 FEET SOUTH OF A DITCH CROSSING THE
 OH0461'ROAD AND 29 FEET EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0371 ***********************************************************************
 OH0371  DESIGNATION -  F 295
 OH0371  PID         -  OH0371
 OH0371  STATE/COUNTY-  ID/OWYHEE
 OH0371  USGS QUAD   -  WALTERS BUTTE (1992)
 OH0371
 OH0371                         *CURRENT SURVEY CONTROL
 OH0371  ___________________________________________________________________
 OH0371* NAD 83(1986)-  43 17 50.     (N)    116 33 17.     (W)     SCALED    
 OH0371* NAVD 88     -       697.487  (meters)    2288.34   (feet)  ADJUSTED  
 OH0371  ___________________________________________________________________
 OH0371  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 OH0371  DYNAMIC HT  -         697.216 (meters)    2287.45  (feet)  COMP
 OH0371  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 OH0371
 OH0371  VERT ORDER  -  SECOND    CLASS 0
 OH0371
 OH0371.The horizontal coordinates were scaled from a topographic map and have
 OH0371.an estimated accuracy of +/- 6 seconds.
 OH0371
 OH0371.The orthometric height was determined by differential leveling
 OH0371.and adjusted by the National Geodetic Survey in June 1991..
 OH0371
 OH0371.The geoid height was determined by GEOID03.
 OH0371
 OH0371.The dynamic height is computed by dividing the NAVD 88
 OH0371.geopotential number by the normal gravity value computed on the
 OH0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0371.degrees latitude (g = 980.6199 gals.).
 OH0371
 OH0371.The modeled gravity was interpolated from observed gravity values.
 OH0371
 OH0371;                    North         East    Units  Estimated Accuracy
 OH0371;SPC ID W     -   181,430.      734,700.      MT  (+/- 180 meters Scaled)
 OH0371
 OH0371                          SUPERSEDED SURVEY CONTROL
 OH0371
 OH0371  NGVD 29 (??/??/92)  696.567  (m)         2285.32   (f) ADJ UNCH    2 0
 OH0371
 OH0371.Superseded values are not recommended for survey control.
 OH0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0371.See file dsdata.txt to determine how the superseded data were derived.
 OH0371
 OH0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH361939(NAD 83)
 OH0371_MARKER: DB = BENCH MARK DISK
 OH0371_SETTING: 80 = SET IN A BOULDER
 OH0371_SP_SET: BOULDER
 OH0371_STAMPING: F 295 1944
 OH0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0371+STABILITY: SURFACE MOTION
 OH0371
 OH0371  HISTORY     - Date     Condition        Report By
 OH0371  HISTORY     - 1944     MONUMENTED       CGS
 OH0371
 OH0371                          STATION DESCRIPTION
 OH0371
 OH0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0371'4.8 MI SE FROM WALTERS FERRY.
 OH0371'4.8 MILES SOUTHEAST OF THE SNAKE RIVER BRIDGE AT WALTERS FERRY, OWYHEE
 OH0371'COUNTY, ALONG THE MURPHY BRANCH OF THE UNION PACIFIC RAILROAD, 1.5
 OH0371'MILES NORTHWEST OF THE RAILROAD BRIDGE OVER THE SNAKE RIVER, 0.4 MILES
 OH0371'NORTHWEST OF A STONE RANCH HOUSE, ON A CURVE IN THE RAILROAD, 6-1/2
 OH0371'RAILS SOUTHEAST OF THE RAILROAD CULVERT 23.81, 60 FEET SOUTHWEST OF
 OH0371'THE SOUTHWEST RAIL, 36 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, FLUSH
 OH0371'WITH THE GROUND AND 1 FOOT BELOW THE RAIL. A STANDARD BRONZE DISK SET
 OH0371'IN A DRILL HOLE IN A 3 FOOT ROCK BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0297 ***********************************************************************
 OH0297  DESIGNATION -  F 296
 OH0297  PID         -  OH0297
 OH0297  STATE/COUNTY-  ID/OWYHEE
 OH0297  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0297
 OH0297                         *CURRENT SURVEY CONTROL
 OH0297  ___________________________________________________________________
 OH0297* NAD 83(1986)-  43 07 01.     (N)    116 16 50.     (W)     SCALED    
 OH0297* NAVD 88     -       716.743  (meters)    2351.51   (feet)  ADJUSTED  
 OH0297  ___________________________________________________________________
 OH0297  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 OH0297  DYNAMIC HT  -         716.460 (meters)    2350.59  (feet)  COMP
 OH0297  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 OH0297
 OH0297  VERT ORDER  -  SECOND    CLASS 0
 OH0297
 OH0297.The horizontal coordinates were scaled from a topographic map and have
 OH0297.an estimated accuracy of +/- 6 seconds.
 OH0297
 OH0297.The orthometric height was determined by differential leveling
 OH0297.and adjusted by the National Geodetic Survey in June 1991..
 OH0297
 OH0297.The geoid height was determined by GEOID03.
 OH0297
 OH0297.The dynamic height is computed by dividing the NAVD 88
 OH0297.geopotential number by the normal gravity value computed on the
 OH0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0297.degrees latitude (g = 980.6199 gals.).
 OH0297
 OH0297.The modeled gravity was interpolated from observed gravity values.
 OH0297
 OH0297;                    North         East    Units  Estimated Accuracy
 OH0297;SPC ID W     -   161,220.      756,820.      MT  (+/- 180 meters Scaled)
 OH0297
 OH0297                          SUPERSEDED SURVEY CONTROL
 OH0297
 OH0297  NGVD 29 (??/??/92)  715.849  (m)         2348.58   (f) ADJ UNCH    2 0
 OH0297
 OH0297.Superseded values are not recommended for survey control.
 OH0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0297.See file dsdata.txt to determine how the superseded data were derived.
 OH0297
 OH0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH585740(NAD 83)
 OH0297_MARKER: DB = BENCH MARK DISK
 OH0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0297_STAMPING: F 296 1944
 OH0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0297+STABILITY: SURFACE MOTION
 OH0297
 OH0297  HISTORY     - Date     Condition        Report By
 OH0297  HISTORY     - 1944     MONUMENTED       CGS
 OH0297
 OH0297                          STATION DESCRIPTION
 OH0297
 OH0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0297'12.1 MI SE FROM SWAN FALLS DAM.
 OH0297'12.1 MILES SOUTHEAST OF THE DAM AT SWAN FALLS DAM, ADA COUNTY, IN THE
 OH0297'CANYON ALONG THE SOUTHWEST BANK OF THE SNAKE RIVER, 17.7 MILES
 OH0297'NORTHWEST OF THE SNAKE RIVER BRIDGE AT GRAND VIEW, 0.9 MILE SOUTHEAST
 OH0297'OF A WHITE RANCH HOUSE, AT THE SOUTHWEST CORNER OF A FIELD, ON TOP OF
 OH0297'AN EMBANKMENT AT THE EDGE OF A CLEARED AREA, 13 FEET SOUTH OF A FENCE
 OH0297'AND 2.2 FEET EAST OF A WHITE 4 X 4 INCH WOODEN POST.  A STANDARD
 OH0297'BRONZE DISK SET IN THE TOP OF A CONCRETE POST 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0398 ***********************************************************************
 NV0398  DESIGNATION -  F 299
 NV0398  PID         -  NV0398
 NV0398  STATE/COUNTY-  ID/GOODING
 NV0398  USGS QUAD   -  HAGERMAN (1992)
 NV0398
 NV0398                         *CURRENT SURVEY CONTROL
 NV0398  ___________________________________________________________________
 NV0398* NAD 83(1986)-  42 47 04.     (N)    114 56 18.     (W)     SCALED    
 NV0398* NAVD 88     -       854.880  (meters)    2804.72   (feet)  ADJUSTED  
 NV0398  ___________________________________________________________________
 NV0398  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 NV0398  DYNAMIC HT  -         854.472 (meters)    2803.38  (feet)  COMP
 NV0398  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 NV0398
 NV0398  VERT ORDER  -  SECOND    CLASS 0
 NV0398
 NV0398.The horizontal coordinates were scaled from a topographic map and have
 NV0398.an estimated accuracy of +/- 6 seconds.
 NV0398
 NV0398.The orthometric height was determined by differential leveling
 NV0398.and adjusted by the National Geodetic Survey in June 1991..
 NV0398
 NV0398.The geoid height was determined by GEOID03.
 NV0398
 NV0398.The dynamic height is computed by dividing the NAVD 88
 NV0398.geopotential number by the normal gravity value computed on the
 NV0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0398.degrees latitude (g = 980.6199 gals.).
 NV0398
 NV0398.The modeled gravity was interpolated from observed gravity values.
 NV0398
 NV0398;                    North         East    Units  Estimated Accuracy
 NV0398;SPC ID C     -   124,580.      423,220.      MT  (+/- 180 meters Scaled)
 NV0398
 NV0398                          SUPERSEDED SURVEY CONTROL
 NV0398
 NV0398  NGVD 29 (??/??/92)  854.047  (m)         2801.99   (f) ADJ UNCH    2 0
 NV0398
 NV0398.Superseded values are not recommended for survey control.
 NV0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0398.See file dsdata.txt to determine how the superseded data were derived.
 NV0398
 NV0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH686389(NAD 83)
 NV0398_MARKER: DB = BENCH MARK DISK
 NV0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0398_STAMPING: F 299 1945
 NV0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0398+STABILITY: SURFACE MOTION
 NV0398
 NV0398  HISTORY     - Date     Condition        Report By
 NV0398  HISTORY     - 1945     MONUMENTED       CGS
 NV0398
 NV0398                          STATION DESCRIPTION
 NV0398
 NV0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0398'4.1 MI SW FROM HAGERMAN.
 NV0398'4.1 MILES SOUTHWEST OF THE POST OFFICE AT HAGERMAN.  ALONG THE EAST
 NV0398'BANK OF THE SNAKE RIVER.  TO REACH FROM THE POST OFFICE AT HAGERMAN,
 NV0398'FOLLOW HIGHWAY U.S. 30 SOUTH FOR 0.3 MILE TO A CROSS ROADS.  TURN WEST
 NV0398'AT CROSS ROADS AND FOLLOW GRAVELED ROAD FOR 1.0 MILE TO A Y
 NV0398'INTERSECTION.  TAKE THE LEFT FORK SOUTH FOR 1.0 MILE TO A T ROAD
 NV0398'INTERSECTION AT A WHITE BUNGALOW.  TURN WEST AT THE T ROAD AND FOLLOW
 NV0398'A FARM ROAD FOR 0.6 MILE TO A RANCH AT A T ROAD INTERSECTION. CONTINUE
 NV0398'WEST PASSING TO THE NORTH OF THE FARM HOUSE, ON TRACK ROAD, PASSING
 NV0398'THROUGH TWO GATES AND CONTINUE WEST AND SOUTHWEST FOR 0.6 MILE TO THE
 NV0398'JUNCTION OF AN EAST-WEST FENCE WITH THE RIVER.  FROM THE FENCE FOLLOW
 NV0398'A STOCK TRAIL SOUTH ALONG THE EAST BANK OF THE SNAKE RIVER FOR 0.7
 NV0398'MILE TO THE BENCH MARK.  150 YARDS SOUTH OF A LONE, TALL POPLAR TREE
 NV0398'GROWING IN A SMALL STREAM.  60 FEET EAST OF THE RIVER. 15 FEET ABOVE
 NV0398'RIVER. 5 FEET EAST OF A WELL DEFINED TRAIL.  1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0345 ***********************************************************************
 RA0345  DESIGNATION -  F 300
 RA0345  PID         -  RA0345
 RA0345  STATE/COUNTY-  ID/IDAHO
 RA0345  USGS QUAD   -  OLD TIMER MOUNTAIN (1990)
 RA0345
 RA0345                         *CURRENT SURVEY CONTROL
 RA0345  ___________________________________________________________________
 RA0345* NAD 83(1986)-  45 27 02.     (N)    116 34 39.     (W)     SCALED    
 RA0345* NAVD 88     -       415.646  (meters)    1363.67   (feet)  ADJUSTED  
 RA0345  ___________________________________________________________________
 RA0345  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 RA0345  DYNAMIC HT  -         415.444 (meters)    1363.00  (feet)  COMP
 RA0345  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 RA0345
 RA0345  VERT ORDER  -  SECOND    CLASS 0
 RA0345
 RA0345.The horizontal coordinates were scaled from a topographic map and have
 RA0345.an estimated accuracy of +/- 6 seconds.
 RA0345
 RA0345.The orthometric height was determined by differential leveling
 RA0345.and adjusted by the National Geodetic Survey in June 1991..
 RA0345
 RA0345.The geoid height was determined by GEOID03.
 RA0345
 RA0345.The dynamic height is computed by dividing the NAVD 88
 RA0345.geopotential number by the normal gravity value computed on the
 RA0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0345.degrees latitude (g = 980.6199 gals.).
 RA0345
 RA0345.The modeled gravity was interpolated from observed gravity values.
 RA0345
 RA0345;                    North         East    Units  Estimated Accuracy
 RA0345;SPC ID W     -   420,710.      735,270.      MT  (+/- 180 meters Scaled)
 RA0345
 RA0345                          SUPERSEDED SURVEY CONTROL
 RA0345
 RA0345  NGVD 29 (??/??/92)  414.464  (m)         1359.79   (f) ADJ UNCH    2 0
 RA0345
 RA0345.Superseded values are not recommended for survey control.
 RA0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0345.See file dsdata.txt to determine how the superseded data were derived.
 RA0345
 RA0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL330330(NAD 83)
 RA0345_MARKER: DB = BENCH MARK DISK
 RA0345_SETTING: 80 = SET IN A BOULDER
 RA0345_SP_SET: BOULDER
 RA0345_STAMPING: F 300 1945
 RA0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0345+STABILITY: SURFACE MOTION
 RA0345
 RA0345  HISTORY     - Date     Condition        Report By
 RA0345  HISTORY     - 1945     MONUMENTED       CGS
 RA0345  HISTORY     - 1946     GOOD             NGS
 RA0345
 RA0345                          STATION DESCRIPTION
 RA0345
 RA0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0345'15.9 MI S FROM PITTSBURG LANDING.
 RA0345'ALONG THE EAST BANK OF THE SNAKE RIVER, 15.9 MILES SOUTH OF THE BOAT
 RA0345'LANDING AT PITTSBURG LANDING, 0.7 MILE SOUTH OF A HOUSE ON AND AT THE
 RA0345'SOUTH END OF JOHNSONS BAR, 160 PACES NORTH OF A WOODEN GATE IN AN
 RA0345'EAST-WEST FENCE LINE, 44.0 FEET EAST OF A STEEP EMBANKMENT WHICH
 RA0345'SLOPES TOWARD THE RIVER, SET IN A LARGE FLAT BOULDER ABOUT 100 FEET
 RA0345'ABOVE THE RIVER AND 1.5 FOOT ABOVE THE GROUND, B M AND ARROWS PAINTED
 RA0345'ON BOULDER.  NOTE-- THIS BENCH MARK IS REFFERED TO IN ALL PREVIOUS
 RA0345'RECORDS AS BEING F F 300 BUT IS ACTUALLY STAMPED ONLY F 300.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0393 ***********************************************************************
 OH0393  DESIGNATION -  F 300
 OH0393  PID         -  OH0393
 OH0393  STATE/COUNTY-  ID/OWYHEE
 OH0393  USGS QUAD   -  MURPHY (1990)
 OH0393
 OH0393                         *CURRENT SURVEY CONTROL
 OH0393  ___________________________________________________________________
 OH0393* NAD 83(1986)-  43 13 46.     (N)    116 32 51.     (W)     SCALED    
 OH0393* NAVD 88     -       818.088  (meters)    2684.01   (feet)  ADJUSTED  
 OH0393  ___________________________________________________________________
 OH0393  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 OH0393  DYNAMIC HT  -         817.751 (meters)    2682.90  (feet)  COMP
 OH0393  MODELED GRAV-     980,182.0   (mgal)                       NAVD 88
 OH0393
 OH0393  VERT ORDER  -  SECOND    CLASS 0
 OH0393
 OH0393.The horizontal coordinates were scaled from a topographic map and have
 OH0393.an estimated accuracy of +/- 6 seconds.
 OH0393
 OH0393.The orthometric height was determined by differential leveling
 OH0393.and adjusted by the National Geodetic Survey in June 1991..
 OH0393
 OH0393.The geoid height was determined by GEOID03.
 OH0393
 OH0393.The dynamic height is computed by dividing the NAVD 88
 OH0393.geopotential number by the normal gravity value computed on the
 OH0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0393.degrees latitude (g = 980.6199 gals.).
 OH0393
 OH0393.The modeled gravity was interpolated from observed gravity values.
 OH0393
 OH0393;                    North         East    Units  Estimated Accuracy
 OH0393;SPC ID W     -   173,890.      735,220.      MT  (+/- 180 meters Scaled)
 OH0393
 OH0393                          SUPERSEDED SURVEY CONTROL
 OH0393
 OH0393  NGVD 29 (??/??/92)  817.139  (m)         2680.90   (f) ADJ UNCH    2 0
 OH0393
 OH0393.Superseded values are not recommended for survey control.
 OH0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0393.See file dsdata.txt to determine how the superseded data were derived.
 OH0393
 OH0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH367863(NAD 83)
 OH0393_MARKER: DB = BENCH MARK DISK
 OH0393_SETTING: 80 = SET IN A BOULDER
 OH0393_SP_SET: BOULDER
 OH0393_STAMPING: F 300 1945
 OH0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0393+STABILITY: SURFACE MOTION
 OH0393
 OH0393  HISTORY     - Date     Condition        Report By
 OH0393  HISTORY     - 1945     MONUMENTED       CGS
 OH0393  HISTORY     - 1973     GOOD             NGS
 OH0393
 OH0393                          STATION DESCRIPTION
 OH0393
 OH0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 OH0393'1.2 MI N FROM MURPHY.
 OH0393'REACHED FROM THE MURPHY POST OFFICE GO WEST ON STATE HIGHWAY 78 FOR
 OH0393'0.35 MILE TO A CROSSROAD, JUST AFTER CROSSING THE BRIDGE OVER RABBIT
 OH0393'CREEK, TURN RIGHT, AND GO NORTHERLY ON THE TRACK ROAD FOR 0.55 MILE TO
 OH0393'A GATE, PASS THRU THE GATE, AND CONTINUE ON THE TRACK ROAD FOR 0.3
 OH0393'MILE TO THE BENCH MARK ON THE RIGHT, 200 FEET EAST OF THE TRACK ROAD,
 OH0393'65 FEET EAST OF THE REMAINS OF AN OLD FENCE LINE, 25 FEET NORTH OF A
 OH0393'SMALL WASH, AND 1.5 FEET EAST OF A METAL WITNESS POST SET IN A 2 BY 2
 OH0393'FOOT BOULDER THAT PROJECTS 1 FOOT.  NOTE-- AZIMUTH MARK FOR
 OH0393'TRIANGULATION STATION MURPHY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0431 ***********************************************************************
 QB0431  DESIGNATION -  F 301
 QB0431  PID         -  QB0431
 QB0431  STATE/COUNTY-  ID/ADAMS
 QB0431  USGS QUAD   -  PECK MOUNTAIN (1986)
 QB0431
 QB0431                         *CURRENT SURVEY CONTROL
 QB0431  ___________________________________________________________________
 QB0431* NAD 83(1986)-  44 47 26.     (N)    116 30 45.     (W)     SCALED    
 QB0431* NAVD 88     -       957.733  (meters)    3142.16   (feet)  ADJUSTED  
 QB0431  ___________________________________________________________________
 QB0431  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 QB0431  DYNAMIC HT  -         957.432 (meters)    3141.17  (feet)  COMP
 QB0431  MODELED GRAV-     980,270.7   (mgal)                       NAVD 88
 QB0431
 QB0431  VERT ORDER  -  SECOND    CLASS 0
 QB0431
 QB0431.The horizontal coordinates were scaled from a topographic map and have
 QB0431.an estimated accuracy of +/- 6 seconds.
 QB0431
 QB0431.The orthometric height was determined by differential leveling
 QB0431.and adjusted by the National Geodetic Survey in June 1991..
 QB0431
 QB0431.The geoid height was determined by GEOID03.
 QB0431
 QB0431.The dynamic height is computed by dividing the NAVD 88
 QB0431.geopotential number by the normal gravity value computed on the
 QB0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0431.degrees latitude (g = 980.6199 gals.).
 QB0431
 QB0431.The modeled gravity was interpolated from observed gravity values.
 QB0431
 QB0431;                    North         East    Units  Estimated Accuracy
 QB0431;SPC ID W     -   347,320.      739,670.      MT  (+/- 180 meters Scaled)
 QB0431
 QB0431                          SUPERSEDED SURVEY CONTROL
 QB0431
 QB0431  NGVD 29 (??/??/92)  956.709  (m)         3138.80   (f) ADJ UNCH    2 0
 QB0431
 QB0431.Superseded values are not recommended for survey control.
 QB0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0431.See file dsdata.txt to determine how the superseded data were derived.
 QB0431
 QB0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK385598(NAD 83)
 QB0431_MARKER: DB = BENCH MARK DISK
 QB0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0431_STAMPING: F 301 1945
 QB0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0431+STABILITY: SURFACE MOTION
 QB0431
 QB0431  HISTORY     - Date     Condition        Report By
 QB0431  HISTORY     - 1945     MONUMENTED       CGS
 QB0431
 QB0431                          STATION DESCRIPTION
 QB0431
 QB0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0431'5.9 MI W FROM FRUITVALE.
 QB0431'5.9 MILES WEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL, IDAHO
 QB0431'TO HOMESTEAD, OREGON HIGHWAY.  0.4 MILE NORTH OF THE T ROAD TO
 QB0431'FRUITVALE.  AT A FARM.  AT THE SOUTH CORNER OF A BARN LOT.  45 FEET
 QB0431'NORTHWEST OF THE NORTH CORNER OF A GARAGE.  40 FEET WEST OF THE
 QB0431'CENTERLINE OF THE HIGHWAY.  1 FOOT NORTH OF A CORNER POST OF THE BARN
 QB0431'LOT.  PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0361 ***********************************************************************
 RA0361  DESIGNATION -  F 302
 RA0361  PID         -  RA0361
 RA0361  STATE/COUNTY-  ID/ADAMS
 RA0361  USGS QUAD   -  CUPRUM (1990)
 RA0361
 RA0361                         *CURRENT SURVEY CONTROL
 RA0361  ___________________________________________________________________
 RA0361* NAD 83(1986)-  45 03 05.     (N)    116 42 31.     (W)     SCALED    
 RA0361* NAVD 88     -      1490.524  (meters)    4890.16   (feet)  ADJUSTED  
 RA0361  ___________________________________________________________________
 RA0361  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA0361  DYNAMIC HT  -        1490.022 (meters)    4888.51  (feet)  COMP
 RA0361  MODELED GRAV-     980,226.4   (mgal)                       NAVD 88
 RA0361
 RA0361  VERT ORDER  -  SECOND    CLASS 0
 RA0361
 RA0361.The horizontal coordinates were scaled from a topographic map and have
 RA0361.an estimated accuracy of +/- 6 seconds.
 RA0361
 RA0361.The orthometric height was determined by differential leveling
 RA0361.and adjusted by the National Geodetic Survey in June 1991..
 RA0361
 RA0361.The geoid height was determined by GEOID03.
 RA0361
 RA0361.The dynamic height is computed by dividing the NAVD 88
 RA0361.geopotential number by the normal gravity value computed on the
 RA0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0361.degrees latitude (g = 980.6199 gals.).
 RA0361
 RA0361.The modeled gravity was interpolated from observed gravity values.
 RA0361
 RA0361;                    North         East    Units  Estimated Accuracy
 RA0361;SPC ID W     -   376,460.      724,490.      MT  (+/- 180 meters Scaled)
 RA0361
 RA0361                          SUPERSEDED SURVEY CONTROL
 RA0361
 RA0361  NGVD 29 (??/??/92) 1489.426  (m)         4886.56   (f) ADJ UNCH    2 0
 RA0361
 RA0361.Superseded values are not recommended for survey control.
 RA0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0361.See file dsdata.txt to determine how the superseded data were derived.
 RA0361
 RA0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK229887(NAD 83)
 RA0361_MARKER: DB = BENCH MARK DISK
 RA0361_SETTING: 66 = SET IN ROCK OUTCROP
 RA0361_SP_SET: ROCK OUTCROP
 RA0361_STAMPING: F 302 1945
 RA0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0361+STABILITY: POSITION/ELEVATION WELL
 RA0361
 RA0361  HISTORY     - Date     Condition        Report By
 RA0361  HISTORY     - 1945     MONUMENTED       CGS
 RA0361
 RA0361                          STATION DESCRIPTION
 RA0361
 RA0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0361'32.5 MI NW FROM FRUITVALE.
 RA0361'32.5 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 RA0361'IDAHO TO HOMESTEAD, OREGON ROAD.  12.8 MILES NORTHEAST OF THE POST
 RA0361'OFFICE AT HOMESTEAD.  AT ABOUT THE CENTER OF A LARGE CURVE.  6 FEET
 RA0361'SOUTH OF THE CENTER-LINE OF THE ROAD.  SET IN ROCK OUTCROP ABOUT 3
 RA0361'FEET ABOVE THE ROAD.  A WHITE BM IS PAINTED ON THE FACE OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0256 ***********************************************************************
 QZ0256  DESIGNATION -  F 303
 QZ0256  PID         -  QZ0256
 QZ0256  STATE/COUNTY-  ID/IDAHO
 QZ0256  USGS QUAD   -  ELK CITY (1995)
 QZ0256
 QZ0256                         *CURRENT SURVEY CONTROL
 QZ0256  ___________________________________________________________________
 QZ0256* NAD 83(1986)-  45 45 10.     (N)    115 23 25.     (W)     SCALED    
 QZ0256* NAVD 88     -      1301.188  (meters)    4268.98   (feet)  ADJUSTED  
 QZ0256  ___________________________________________________________________
 QZ0256  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 QZ0256  DYNAMIC HT  -        1300.779 (meters)    4267.64  (feet)  COMP
 QZ0256  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 QZ0256
 QZ0256  VERT ORDER  -  FIRST     CLASS II
 QZ0256
 QZ0256.The horizontal coordinates were scaled from a topographic map and have
 QZ0256.an estimated accuracy of +/- 6 seconds.
 QZ0256
 QZ0256.The orthometric height was determined by differential leveling
 QZ0256.and adjusted by the National Geodetic Survey in June 1991..
 QZ0256
 QZ0256.The geoid height was determined by GEOID03.
 QZ0256
 QZ0256.The dynamic height is computed by dividing the NAVD 88
 QZ0256.geopotential number by the normal gravity value computed on the
 QZ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0256.degrees latitude (g = 980.6199 gals.).
 QZ0256
 QZ0256.The modeled gravity was interpolated from observed gravity values.
 QZ0256
 QZ0256;                    North         East    Units  Estimated Accuracy
 QZ0256;SPC ID W     -   454,030.      827,990.      MT  (+/- 180 meters Scaled)
 QZ0256
 QZ0256                          SUPERSEDED SURVEY CONTROL
 QZ0256
 QZ0256  NGVD 29 (??/??/92) 1300.071  (m)         4265.32   (f) ADJ UNCH    1 2
 QZ0256
 QZ0256.Superseded values are not recommended for survey control.
 QZ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0256.See file dsdata.txt to determine how the superseded data were derived.
 QZ0256
 QZ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL251678(NAD 83)
 QZ0256_MARKER: DB = BENCH MARK DISK
 QZ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0256_STAMPING: F 303 1945
 QZ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0256+STABILITY: SURFACE MOTION
 QZ0256
 QZ0256  HISTORY     - Date     Condition        Report By
 QZ0256  HISTORY     - 1945     MONUMENTED       CGS
 QZ0256  HISTORY     - 1965     MARK NOT FOUND   USGS
 QZ0256
 QZ0256                          STATION DESCRIPTION
 QZ0256
 QZ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0256'7.5 MI SE FROM ELK CITY.
 QZ0256'7.5 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE RED RIVER
 QZ0256'RANGER STATION ROAD.  1.5 MILES SOUTHEAST OF A BRIDGE OVER SEIGAL
 QZ0256'CREEK.  1.1 MILES NORTHWEST OF A LOG SCHOOL HOUSE.  AT THE G.C. NITZ
 QZ0256'RANCH.  DIRECTLY OPPOSITE THE FRONT ENTRANCE GATE TO THE RANCH LAWN.
 QZ0256'38.2 FEET NORTH OF A 4 FOOT SQUARE LOG MAIL BOX.  17.2 FEET NORTH OF
 QZ0256'THE CENTER OF A WAGON GATE LEADING TO THE RANCH.  28.6 FEET NORTH OF A
 QZ0256'TELEPHONE POLE.  23.6 FEET WEST OF THE CENTER-LINE OF THE ROAD. 2.7
 QZ0256'FEET SOUTH OF A 4 INCH BY 4 INCH WHITE WOODEN POST.  1 FOOT EAST OF
 QZ0256'THE WEST RIGHT-OF-WAY FENCE.  3 INCHES ABOVE THE GROUND.  6 INCHES
 QZ0256'ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD BRONZE DISK SET IN THE TOP
 QZ0256'OF A CONCRETE POST.  NOTE-- NEW ROAD IN AREA.
 QZ0256
 QZ0256                          STATION RECOVERY (1965)
 QZ0256
 QZ0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QZ0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0302 ***********************************************************************
 QZ0302  DESIGNATION -  F 304
 QZ0302  PID         -  QZ0302
 QZ0302  STATE/COUNTY-  ID/IDAHO
 QZ0302  USGS QUAD   -  WHITEWATER RANCH (1987)
 QZ0302
 QZ0302                         *CURRENT SURVEY CONTROL
 QZ0302  ___________________________________________________________________
 QZ0302* NAD 83(1986)-  45 36 34.     (N)    115 19 05.     (W)     SCALED    
 QZ0302* NAVD 88     -      1618.967  (meters)    5311.56   (feet)  ADJUSTED  
 QZ0302  ___________________________________________________________________
 QZ0302  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 QZ0302  DYNAMIC HT  -        1618.284 (meters)    5309.32  (feet)  COMP
 QZ0302  MODELED GRAV-     980,137.5   (mgal)                       NAVD 88
 QZ0302
 QZ0302  VERT ORDER  -  SECOND    CLASS 0
 QZ0302
 QZ0302.The horizontal coordinates were scaled from a topographic map and have
 QZ0302.an estimated accuracy of +/- 6 seconds.
 QZ0302
 QZ0302.The orthometric height was determined by differential leveling
 QZ0302.and adjusted by the National Geodetic Survey in June 1991..
 QZ0302
 QZ0302.The geoid height was determined by GEOID03.
 QZ0302
 QZ0302.The dynamic height is computed by dividing the NAVD 88
 QZ0302.geopotential number by the normal gravity value computed on the
 QZ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0302.degrees latitude (g = 980.6199 gals.).
 QZ0302
 QZ0302.The modeled gravity was interpolated from observed gravity values.
 QZ0302
 QZ0302;                    North         East    Units  Estimated Accuracy
 QZ0302;SPC ID W     -   438,130.      833,690.      MT  (+/- 180 meters Scaled)
 QZ0302
 QZ0302                          SUPERSEDED SURVEY CONTROL
 QZ0302
 QZ0302  NGVD 29 (??/??/92) 1617.744  (m)         5307.55   (f) ADJ UNCH    2 0
 QZ0302
 QZ0302.Superseded values are not recommended for survey control.
 QZ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0302.See file dsdata.txt to determine how the superseded data were derived.
 QZ0302
 QZ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL311520(NAD 83)
 QZ0302_MARKER: DB = BENCH MARK DISK
 QZ0302_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0302_SP_SET: ROCK OUTCROP
 QZ0302_STAMPING: F 304 1945
 QZ0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0302+STABILITY: POSITION/ELEVATION WELL
 QZ0302
 QZ0302  HISTORY     - Date     Condition        Report By
 QZ0302  HISTORY     - 1945     MONUMENTED       CGS
 QZ0302
 QZ0302                          STATION DESCRIPTION
 QZ0302
 QZ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0302'22.6 MI SE FROM ELK CITY.
 QZ0302'22.6 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE DALE RANCH
 QZ0302'ROAD.  10.6 MILES SOUTH OF THE RED RIVER RANGER STATION.  5.1 MILES
 QZ0302'SOUTHEAST OF JACKS CREEK SUMMIT.  0.7 MILE SOUTH OF A WOODEN BRIDGE
 QZ0302'OVER MALLARD CREEK, ALSO THE ENTRANCE TO THE BALINSKI RANCH. ON THE
 QZ0302'OUTSIDE OF A CURVE.  ON TOP OF A 5 FOOT CUT.  38.5 FEET NORTH OF AN
 QZ0302'IRON PIPE CULVERT UNDER THE ROAD.  23 FEET NORTHEAST OF THE
 QZ0302'CENTER-LINE OF THE ROAD.  22 FEET NORTHWEST OF AN IRON SPIKE DRIVEN IN
 QZ0302'THE CENTER OF AN 8 INCH BLAZE ON A TREE.  ON TOP OF A ROCK OUTCROP. 8
 QZ0302'FEET ABOVE THE LEVEL OF THE ROAD.  6 INCHES ABOVE THE GROUND. A
 QZ0302'STANDARD BRONZE DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0933 ***********************************************************************
 RZ0933  DESIGNATION -  F 305 IDDT
 RZ0933  PID         -  RZ0933
 RZ0933  STATE/COUNTY-  ID/NEZ PERCE
 RZ0933  USGS QUAD   -  CLARKSTON (1971)
 RZ0933
 RZ0933                         *CURRENT SURVEY CONTROL
 RZ0933  ___________________________________________________________________
 RZ0933* NAD 83(1986)-  46 25 33.     (N)    117 00 14.     (W)     SCALED    
 RZ0933* NAVD 88     -       224.861  (meters)     737.73   (feet)  ADJUSTED  
 RZ0933  ___________________________________________________________________
 RZ0933  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 RZ0933  DYNAMIC HT  -         224.861 (meters)     737.73  (feet)  COMP
 RZ0933  MODELED GRAV-     980,607.6   (mgal)                       NAVD 88
 RZ0933
 RZ0933  VERT ORDER  -  FIRST     CLASS II
 RZ0933
 RZ0933.The horizontal coordinates were scaled from a topographic map and have
 RZ0933.an estimated accuracy of +/- 6 seconds.
 RZ0933
 RZ0933.The orthometric height was determined by differential leveling
 RZ0933.and adjusted by the National Geodetic Survey in June 1991..
 RZ0933
 RZ0933.The geoid height was determined by GEOID03.
 RZ0933
 RZ0933.The dynamic height is computed by dividing the NAVD 88
 RZ0933.geopotential number by the normal gravity value computed on the
 RZ0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0933.degrees latitude (g = 980.6199 gals.).
 RZ0933
 RZ0933.The modeled gravity was interpolated from observed gravity values.
 RZ0933
 RZ0933;                    North         East    Units  Estimated Accuracy
 RZ0933;SPC ID W     -   529,540.      703,620.      MT  (+/- 180 meters Scaled)
 RZ0933
 RZ0933                          SUPERSEDED SURVEY CONTROL
 RZ0933
 RZ0933  NGVD 29 (??/??/92)  223.875  (m)          734.50   (f) ADJ UNCH    1 2
 RZ0933
 RZ0933.Superseded values are not recommended for survey control.
 RZ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0933.See file dsdata.txt to determine how the superseded data were derived.
 RZ0933
 RZ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM997413(NAD 83)
 RZ0933_MARKER: DD = SURVEY DISK
 RZ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0933_STAMPING: F 305 1946
 RZ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0933+STABILITY: SURFACE MOTION
 RZ0933
 RZ0933  HISTORY     - Date     Condition        Report By
 RZ0933  HISTORY     - 1946     MONUMENTED       IDDT
 RZ0933  HISTORY     - 1959     GOOD             NGS
 RZ0933  HISTORY     - 1971     MARK NOT FOUND   USGS
 RZ0933  HISTORY     - 1974     MARK NOT FOUND   NGS
 RZ0933  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0933
 RZ0933                          STATION DESCRIPTION
 RZ0933
 RZ0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0933'1.1 MI N FROM LEWISTON.
 RZ0933'IN LEWISTON, AT THE INTERSECTION OF 5TH AVE. AND 20TH STREET.  38 FEET
 RZ0933'EAST OF THE CENTERLINE OF 20TH STREET ON THE CENTERLINE OF 5TH AVENUE
 RZ0933'EXTENDED.  15.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HO HUM
 RZ0933'MOTEL AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH
 RZ0933'THE GROUND.  NOTE-- DITCH DUG IN THIS AREA.
 RZ0933
 RZ0933                          STATION RECOVERY (1971)
 RZ0933
 RZ0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 RZ0933'MARK NOT FOUND.
 RZ0933
 RZ0933                          STATION RECOVERY (1974)
 RZ0933
 RZ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 RZ0933'MARK NOT FOUND.
 RZ0933
 RZ0933                          STATION RECOVERY (1980)
 RZ0933
 RZ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0933'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THERE
 RZ0933'HAS BEEN CONSTRUCTION IN THE DESCRIBED LOCATION, MARK PRESUMED
 RZ0933'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0337 ***********************************************************************
 NV0337  DESIGNATION -  F 306
 NV0337  PID         -  NV0337
 NV0337  STATE/COUNTY-  ID/GOODING
 NV0337  USGS QUAD   -  TUTTLE (1992)
 NV0337
 NV0337                         *CURRENT SURVEY CONTROL
 NV0337  ___________________________________________________________________
 NV0337* NAD 83(1986)-  42 45 23.     (N)    114 50 38.     (W)     SCALED    
 NV0337* NAVD 88     -       964.774  (meters)    3165.26   (feet)  ADJUSTED  
 NV0337  ___________________________________________________________________
 NV0337  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 NV0337  DYNAMIC HT  -         964.310 (meters)    3163.74  (feet)  COMP
 NV0337  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 NV0337
 NV0337  VERT ORDER  -  SECOND    CLASS 0
 NV0337
 NV0337.The horizontal coordinates were scaled from a topographic map and have
 NV0337.an estimated accuracy of +/- 6 seconds.
 NV0337
 NV0337.The orthometric height was determined by differential leveling
 NV0337.and adjusted by the National Geodetic Survey in June 1991..
 NV0337
 NV0337.The geoid height was determined by GEOID03.
 NV0337
 NV0337.The dynamic height is computed by dividing the NAVD 88
 NV0337.geopotential number by the normal gravity value computed on the
 NV0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0337.degrees latitude (g = 980.6199 gals.).
 NV0337
 NV0337.The modeled gravity was interpolated from observed gravity values.
 NV0337
 NV0337;                    North         East    Units  Estimated Accuracy
 NV0337;SPC ID C     -   121,380.      430,920.      MT  (+/- 180 meters Scaled)
 NV0337
 NV0337                          SUPERSEDED SURVEY CONTROL
 NV0337
 NV0337  NGVD 29 (??/??/92)  963.941  (m)         3162.53   (f) ADJ UNCH    2 0
 NV0337
 NV0337.Superseded values are not recommended for survey control.
 NV0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0337.See file dsdata.txt to determine how the superseded data were derived.
 NV0337
 NV0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH764360(NAD 83)
 NV0337_MARKER: DB = BENCH MARK DISK
 NV0337_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NV0337_SP_SET: UNSPEC ROCK
 NV0337_STAMPING: F 306 1946
 NV0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0337
 NV0337  HISTORY     - Date     Condition        Report By
 NV0337  HISTORY     - 1946     MONUMENTED       CGS
 NV0337
 NV0337                          STATION DESCRIPTION
 NV0337
 NV0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0337'6.15 MI SE FROM HAGERMAN.
 NV0337'TO REACH FROM POST OFFICE AT HAGERMAN FOLLOW U.S. HIGHWAY 30 SOUTH 2.8
 NV0337'MILES TO GRAVLED ROAD LEADING EAST, GO EAST 0.5 MILE TO CROSSROAD,
 NV0337'TURN SOUTH AND GO 1 MILE TO FORKS IN ROAD, TAKE EAST FORK AND GO 0.85
 NV0337'MILE EAST THEN 0.6 MILE SOUTH THEN 0.4 MILE EAST TO SMALL ROCKY KNOLL
 NV0337'ON NORTH SIDE OF ROAD, MARK IS SET IN SOLID ROCK FLUSH WITH GROUND, 28
 NV0337'FEET NORTH OF CENTER LINE OF ROAD, 4 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0360 ***********************************************************************
 NV0360  DESIGNATION -  F 307
 NV0360  PID         -  NV0360
 NV0360  STATE/COUNTY-  ID/JEROME
 NV0360  USGS QUAD   -  JEROME (1982)
 NV0360
 NV0360                         *CURRENT SURVEY CONTROL
 NV0360  ___________________________________________________________________
 NV0360* NAD 83(1986)-  42 39 07.     (N)    114 35 49.     (W)     SCALED    
 NV0360* NAVD 88     -      1065.030  (meters)    3494.19   (feet)  ADJUSTED  
 NV0360  ___________________________________________________________________
 NV0360  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 NV0360  DYNAMIC HT  -        1064.480 (meters)    3492.38  (feet)  COMP
 NV0360  MODELED GRAV-     980,068.7   (mgal)                       NAVD 88
 NV0360
 NV0360  VERT ORDER  -  SECOND    CLASS 0
 NV0360
 NV0360.The horizontal coordinates were scaled from a topographic map and have
 NV0360.an estimated accuracy of +/- 6 seconds.
 NV0360
 NV0360.The orthometric height was determined by differential leveling
 NV0360.and adjusted by the National Geodetic Survey in June 1991..
 NV0360
 NV0360.The geoid height was determined by GEOID03.
 NV0360
 NV0360.The dynamic height is computed by dividing the NAVD 88
 NV0360.geopotential number by the normal gravity value computed on the
 NV0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0360.degrees latitude (g = 980.6199 gals.).
 NV0360
 NV0360.The modeled gravity was interpolated from observed gravity values.
 NV0360
 NV0360;                    North         East    Units  Estimated Accuracy
 NV0360;SPC ID C     -   109,610.      451,050.      MT  (+/- 180 meters Scaled)
 NV0360
 NV0360                          SUPERSEDED SURVEY CONTROL
 NV0360
 NV0360  NGVD 29 (??/??/92) 1064.163  (m)         3491.34   (f) ADJ UNCH    2 0
 NV0360
 NV0360.Superseded values are not recommended for survey control.
 NV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0360.See file dsdata.txt to determine how the superseded data were derived.
 NV0360
 NV0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH969249(NAD 83)
 NV0360_MARKER: DB = BENCH MARK DISK
 NV0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0360_STAMPING: F 307 1946
 NV0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0360+STABILITY: SURFACE MOTION
 NV0360
 NV0360  HISTORY     - Date     Condition        Report By
 NV0360  HISTORY     - 1946     MONUMENTED       CGS
 NV0360  HISTORY     - 1978     GOOD             USGS
 NV0360
 NV0360                          STATION DESCRIPTION
 NV0360
 NV0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0360'9.0 MI SW FROM JEROME.
 NV0360'TO REACH FROM POST OFFICE AT JEROME FOLLOW U.S. HIGHWAY 93 SOUTH 5
 NV0360'MILES TO CROSSROAD, TURN WEST AND GO 4 MILES TO SIDE ROAD LEADING
 NV0360'NORTH, MARK IS SET IN CONCRETE POST 24 FEET SOUTH OF CENTER LINE OF
 NV0360'ROAD, 22 FEET EAST OF CENTER LINE OF DRIVEWAY INTO FARMYARD, 2.6 FEET
 NV0360'WEST OF WITNESS POST 1.5 FEET NORTH OF WOVEN WIRE FENCE.
 NV0360
 NV0360                          STATION RECOVERY (1978)
 NV0360
 NV0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0360'TO REACH FROM THE POST OFFICE AT JEROME FOLLOW STATE HWY. 79 SOUTH
 NV0360'2.4 MILES TO JUNCTION WITH INTERSTATE 80N, THENCE CONTINUE ON SOUTH
 NV0360'ON COUNTY ROAD FOR 2.6 MILES TO CROSSROAD, TURN WEST AND GO 4 MILES
 NV0360'TO CROSSROAD, MARK IS SET IN CONCRETE POST 24 FEET SOUTH OF CENTER
 NV0360'LINE OF ROAD, 22 FEET EAST OF CENTER LINE OF DRIVEWAY INTO FARMYARD,
 NV0360'2.6 FEET WEST OF WITNESS POST, 1.5 FEET NORTH OF WOVEN WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0122 ***********************************************************************
 RA0122  DESIGNATION -  F 309
 RA0122  PID         -  RA0122
 RA0122  STATE/COUNTY-  ID/IDAHO
 RA0122  USGS QUAD   -  WHITE BIRD (1982)
 RA0122
 RA0122                         *CURRENT SURVEY CONTROL
 RA0122  ___________________________________________________________________
 RA0122* NAD 83(1986)-  45 48 23.     (N)    116 18 45.     (W)     SCALED    
 RA0122* NAVD 88     -       431.020  (meters)    1414.10   (feet)  ADJUSTED  
 RA0122  ___________________________________________________________________
 RA0122  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 RA0122  DYNAMIC HT  -         430.940 (meters)    1413.84  (feet)  COMP
 RA0122  MODELED GRAV-     980,421.4   (mgal)                       NAVD 88
 RA0122
 RA0122  VERT ORDER  -  SECOND    CLASS 0
 RA0122
 RA0122.The horizontal coordinates were scaled from a topographic map and have
 RA0122.an estimated accuracy of +/- 6 seconds.
 RA0122
 RA0122.The orthometric height was determined by differential leveling
 RA0122.and adjusted by the National Geodetic Survey in June 1991..
 RA0122
 RA0122.The geoid height was determined by GEOID03.
 RA0122
 RA0122.The dynamic height is computed by dividing the NAVD 88
 RA0122.geopotential number by the normal gravity value computed on the
 RA0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0122.degrees latitude (g = 980.6199 gals.).
 RA0122
 RA0122.The modeled gravity was interpolated from observed gravity values.
 RA0122
 RA0122;                    North         East    Units  Estimated Accuracy
 RA0122;SPC ID W     -   460,080.      756,280.      MT  (+/- 180 meters Scaled)
 RA0122
 RA0122                          SUPERSEDED SURVEY CONTROL
 RA0122
 RA0122  NGVD 29 (??/??/92)  429.940  (m)         1410.56   (f) ADJ UNCH    2 0
 RA0122
 RA0122.Superseded values are not recommended for survey control.
 RA0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0122.See file dsdata.txt to determine how the superseded data were derived.
 RA0122
 RA0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL534727(NAD 83)
 RA0122_MARKER: DB = BENCH MARK DISK
 RA0122_SETTING: 66 = SET IN ROCK OUTCROP
 RA0122_SP_SET: BEDROCK
 RA0122_STAMPING: F 309 1945
 RA0122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0122+STABILITY: POSITION/ELEVATION WELL
 RA0122
 RA0122  HISTORY     - Date     Condition        Report By
 RA0122  HISTORY     - 1945     MONUMENTED       CGS
 RA0122
 RA0122                          STATION DESCRIPTION
 RA0122
 RA0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0122'5.3 MI W FROM WHITE BIRD.
 RA0122'1.2 MILES SOUTH ALONG U.S. HIGHWAY NO. 95 FROM THE POST OFFICE AT
 RA0122'WHITE BIRD, THENCE 4.1 MILES NORTHWEST ALONG INCOMPLETE ROAD BED, AT
 RA0122'END OF ROAD BED AND STARTING POINT OF A TRAIL, 0.15 MILE NORTHWEST OF
 RA0122'LYONS MINING CAMP, 74.0 FEET WEST OF CENTER LINE OF ROAD BED, 31.0
 RA0122'FEET WEST OF WEST END OF NARROW RED BOULDER WHICH IS SET IN PLACE IN
 RA0122'SUCH A POSITION THAT IT POINTS DIRECTLY TOWARD THE BENCH MARK WITH THE
 RA0122'NARROWEST POINT OF THE BOULDER, 16.0 FEET NORTHWEST OF REFERENCE POST,
 RA0122'SET IN TOP OF POINT OF BEDROCK PROJECTING INTO RIVER ABOUT 20 FEET
 RA0122'BELOW ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0166 ***********************************************************************
 QZ0166  DESIGNATION -  F 311
 QZ0166  PID         -  QZ0166
 QZ0166  STATE/COUNTY-  ID/IDAHO
 QZ0166  USGS QUAD   -  NEZ PERCE PEAK (1962)
 QZ0166
 QZ0166                         *CURRENT SURVEY CONTROL
 QZ0166  ___________________________________________________________________
 QZ0166* NAD 83(1986)-  45 41 49.     (N)    114 31 40.     (W)     SCALED    
 QZ0166* NAVD 88     -      1688.351  (meters)    5539.20   (feet)  ADJUSTED  
 QZ0166  ___________________________________________________________________
 QZ0166  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 QZ0166  DYNAMIC HT  -        1687.656 (meters)    5536.92  (feet)  COMP
 QZ0166  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 QZ0166
 QZ0166  VERT ORDER  -  FIRST     CLASS II
 QZ0166
 QZ0166.The horizontal coordinates were scaled from a topographic map and have
 QZ0166.an estimated accuracy of +/- 6 seconds.
 QZ0166
 QZ0166.The orthometric height was determined by differential leveling
 QZ0166.and adjusted by the National Geodetic Survey in June 1991..
 QZ0166
 QZ0166.The geoid height was determined by GEOID03.
 QZ0166
 QZ0166.The dynamic height is computed by dividing the NAVD 88
 QZ0166.geopotential number by the normal gravity value computed on the
 QZ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0166.degrees latitude (g = 980.6199 gals.).
 QZ0166
 QZ0166.The modeled gravity was interpolated from observed gravity values.
 QZ0166
 QZ0166;                    North         East    Units  Estimated Accuracy
 QZ0166;SPC ID W     -   448,490.      895,190.      MT  (+/- 180 meters Scaled)
 QZ0166
 QZ0166                          SUPERSEDED SURVEY CONTROL
 QZ0166
 QZ0166  NGVD 29 (??/??/92) 1687.107  (m)         5535.12   (f) ADJ UNCH    1 2
 QZ0166
 QZ0166.Superseded values are not recommended for survey control.
 QZ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0166.See file dsdata.txt to determine how the superseded data were derived.
 QZ0166
 QZ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL924633(NAD 83)
 QZ0166_MARKER: DB = BENCH MARK DISK
 QZ0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0166_STAMPING: F 311 1945
 QZ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0166+STABILITY: SURFACE MOTION
 QZ0166
 QZ0166  HISTORY     - Date     Condition        Report By
 QZ0166  HISTORY     - 1945     MONUMENTED       CGS
 QZ0166
 QZ0166                          STATION DESCRIPTION
 QZ0166
 QZ0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0166'30.0 MI SW FROM CONNER, MT.
 QZ0166'ALONG CONNER - GRANGEVILLE ROAD, 30.0 MILES SOUTHWEST OF THE POST
 QZ0166'OFFICE AT CONNER, 2.5 MILES WEST OF THE IDAHO - MONTANA DIVIDE, AT
 QZ0166'TURN OUT AND PARKING AREA FOR AUXILLARY FOREST RANGER STATION, IN
 QZ0166'MOUTH OF SMALL RAVINE, 44.0 FEET SOUTHEAST OF CENTER OF SOUTH END OF
 QZ0166'IRON PIPE CULVERT UNDER ROAD, 29.5 FEET SOUTH OF CENTERLINE OF ROAD,
 QZ0166'2.2 FEET NORTH OF REFERENCE POST, SET IN TOP OF A CONCRETE POST
 QZ0166'PROJECTING 0.4 FOOT ABOVE GROUND AND ABOUT THE SAME ELEVATION AS THE
 QZ0166'ROAD.  AN IRON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0188 ***********************************************************************
 QZ0188  DESIGNATION -  F 312
 QZ0188  PID         -  QZ0188
 QZ0188  STATE/COUNTY-  ID/IDAHO
 QZ0188  USGS QUAD   -  MAGRUDER MTN (1991)
 QZ0188
 QZ0188                         *CURRENT SURVEY CONTROL
 QZ0188  ___________________________________________________________________
 QZ0188* NAD 83(1986)-  45 40 43.     (N)    114 47 38.     (W)     SCALED    
 QZ0188* NAVD 88     -      1951.248  (meters)    6401.72   (feet)  ADJUSTED  
 QZ0188  ___________________________________________________________________
 QZ0188  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 QZ0188  DYNAMIC HT  -        1950.386 (meters)    6398.89  (feet)  COMP
 QZ0188  MODELED GRAV-     980,103.9   (mgal)                       NAVD 88
 QZ0188
 QZ0188  VERT ORDER  -  FIRST     CLASS II
 QZ0188
 QZ0188.The horizontal coordinates were scaled from a topographic map and have
 QZ0188.an estimated accuracy of +/- 6 seconds.
 QZ0188
 QZ0188.The orthometric height was determined by differential leveling
 QZ0188.and adjusted by the National Geodetic Survey in June 1991..
 QZ0188
 QZ0188.The geoid height was determined by GEOID03.
 QZ0188
 QZ0188.The dynamic height is computed by dividing the NAVD 88
 QZ0188.geopotential number by the normal gravity value computed on the
 QZ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0188.degrees latitude (g = 980.6199 gals.).
 QZ0188
 QZ0188.The modeled gravity was interpolated from observed gravity values.
 QZ0188
 QZ0188;                    North         East    Units  Estimated Accuracy
 QZ0188;SPC ID W     -   446,170.      874,490.      MT  (+/- 180 meters Scaled)
 QZ0188
 QZ0188                          SUPERSEDED SURVEY CONTROL
 QZ0188
 QZ0188  NGVD 29 (??/??/92) 1949.981  (m)         6397.56   (f) ADJ UNCH    1 2
 QZ0188
 QZ0188.Superseded values are not recommended for survey control.
 QZ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0188.See file dsdata.txt to determine how the superseded data were derived.
 QZ0188
 QZ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL718607(NAD 83)
 QZ0188_MARKER: DB = BENCH MARK DISK
 QZ0188_SETTING: 80 = SET IN A BOULDER
 QZ0188_SP_SET: BOULDER
 QZ0188_STAMPING: F 312 1945
 QZ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0188+STABILITY: SURFACE MOTION
 QZ0188
 QZ0188  HISTORY     - Date     Condition        Report By
 QZ0188  HISTORY     - 1945     MONUMENTED       CGS
 QZ0188  HISTORY     - 1974     GOOD             USGS
 QZ0188
 QZ0188                          STATION DESCRIPTION
 QZ0188
 QZ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0188'52.4 MI SW FROM CONNER, MT.
 QZ0188'ALONG CONNER - GRANGEVILLE ROAD, 52.4 MILES SOUTHWEST OF THE POST
 QZ0188'OFFICE AT CONNER, 7.7 MILES SOUTHWEST OF BRIDGE OVER SELWAY RIVER, AT
 QZ0188'SMALL BUT PROMINENT ROCKY RAVINE AND CURVE IN ROAD, 44.0 FEET WEST OF
 QZ0188'CENTERLINE OF ROAD, 10.0 FEET NORTH OF CENTER OF SMALL ROCKY RAVINE,
 QZ0188'SET IN TOP OF MOST PROMINENT AND NATURALLY EMBEDDED GRANITE BOULDER IN
 QZ0188'THIS VICINITY, ABOUT 12 FEET ABOVE ROAD.  A BRONZE DISK.
 QZ0188
 QZ0188                          STATION RECOVERY (1974)
 QZ0188
 QZ0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0188'ALONG NEZ PERCE TRAIL ROAD, 65.4 MILES EAST OF POST OFFICE AT ELK
 QZ0188'CITY, IDAHO, 1.35 MILE WEST OF KIM CREEK SADDLE, 45 FEET WEST OF
 QZ0188'CENTERLINE ROAD AT X-ING OF SNOW WATER CREEK, 14 FEET ABOVE ROAD
 QZ0188'LEVEL, SET IN THE TOP OF AN IMBEDDED BOULDER WHICH PROJECTS ABOUT 2
 QZ0188'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0227 ***********************************************************************
 QZ0227  DESIGNATION -  F 313
 QZ0227  PID         -  QZ0227
 QZ0227  STATE/COUNTY-  ID/IDAHO
 QZ0227  USGS QUAD   -  SPREAD CREEK POINT (1995)
 QZ0227
 QZ0227                         *CURRENT SURVEY CONTROL
 QZ0227  ___________________________________________________________________
 QZ0227* NAD 83(1986)-  45 43 21.     (N)    115 03 48.     (W)     SCALED    
 QZ0227* NAVD 88     -      1831.684  (meters)    6009.45   (feet)  ADJUSTED  
 QZ0227  ___________________________________________________________________
 QZ0227  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 QZ0227  DYNAMIC HT  -        1830.922 (meters)    6006.95  (feet)  COMP
 QZ0227  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 QZ0227
 QZ0227  VERT ORDER  -  FIRST     CLASS II
 QZ0227
 QZ0227.The horizontal coordinates were scaled from a topographic map and have
 QZ0227.an estimated accuracy of +/- 6 seconds.
 QZ0227
 QZ0227.The orthometric height was determined by differential leveling
 QZ0227.and adjusted by the National Geodetic Survey in June 1991..
 QZ0227
 QZ0227.The geoid height was determined by GEOID03.
 QZ0227
 QZ0227.The dynamic height is computed by dividing the NAVD 88
 QZ0227.geopotential number by the normal gravity value computed on the
 QZ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0227.degrees latitude (g = 980.6199 gals.).
 QZ0227
 QZ0227.The modeled gravity was interpolated from observed gravity values.
 QZ0227
 QZ0227;                    North         East    Units  Estimated Accuracy
 QZ0227;SPC ID W     -   450,830.      853,450.      MT  (+/- 180 meters Scaled)
 QZ0227
 QZ0227                          SUPERSEDED SURVEY CONTROL
 QZ0227
 QZ0227  NGVD 29 (??/??/92) 1830.440  (m)         6005.37   (f) ADJ UNCH    1 2
 QZ0227
 QZ0227.Superseded values are not recommended for survey control.
 QZ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0227.See file dsdata.txt to determine how the superseded data were derived.
 QZ0227
 QZ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL507650(NAD 83)
 QZ0227_MARKER: DB = BENCH MARK DISK
 QZ0227_SETTING: 80 = SET IN A BOULDER
 QZ0227_SP_SET: BOULDER
 QZ0227_STAMPING: F 313 1945
 QZ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0227+STABILITY: SURFACE MOTION
 QZ0227
 QZ0227  HISTORY     - Date     Condition        Report By
 QZ0227  HISTORY     - 1945     MONUMENTED       CGS
 QZ0227
 QZ0227                          STATION DESCRIPTION
 QZ0227
 QZ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0227'35.0 MI E FROM ELK CITY.
 QZ0227'ALONG CONNER - GRANGEVILLE ROAD, 35.0 MILES EAST OF POST OFFICE AT ELK
 QZ0227'CITY, 2.1 MILES WEST OF BRIDGE OVER BARGAMIN CREEK, 0.1 MILE NORTHEAST
 QZ0227'OF CROSSING OF ROOT CREEK, 34.4 FEET NORTH OF AND ACROSS ROAD FROM A
 QZ0227'TRIANGULAR BLAZE ON A 1-FOOT PINE TREE, 20.0 FEET NORTHWEST OF
 QZ0227'CENTERLINE OF ROAD, 8.0 FEET SOUTHEAST OF A TRIANGULAR BLAZE ON A 2
 QZ0227'1/2 FOOT PINE TREE, 5.2 FEET NORTHWEST OF REFERENCE POST, SET IN TOP
 QZ0227'OF ALMOST TOTALLY EMBEDDED BOULDER ABOUT 10 FEET ABOVE ROAD. A BRONZE
 QZ0227'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0508 ***********************************************************************
 QZ0508  DESIGNATION -  F 314
 QZ0508  PID         -  QZ0508
 QZ0508  STATE/COUNTY-  ID/IDAHO
 QZ0508  USGS QUAD   -  GOLDEN (1995)
 QZ0508
 QZ0508                         *CURRENT SURVEY CONTROL
 QZ0508  ___________________________________________________________________
 QZ0508* NAD 83(1986)-  45 47 41.     (N)    115 44 55.     (W)     SCALED    
 QZ0508* NAVD 88     -       939.514  (meters)    3082.39   (feet)  ADJUSTED  
 QZ0508  ___________________________________________________________________
 QZ0508  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 QZ0508  DYNAMIC HT  -         939.263 (meters)    3081.57  (feet)  COMP
 QZ0508  MODELED GRAV-     980,318.6   (mgal)                       NAVD 88
 QZ0508
 QZ0508  VERT ORDER  -  FIRST     CLASS II
 QZ0508
 QZ0508.The horizontal coordinates were scaled from a topographic map and have
 QZ0508.an estimated accuracy of +/- 6 seconds.
 QZ0508
 QZ0508.The orthometric height was determined by differential leveling
 QZ0508.and adjusted by the National Geodetic Survey in June 1991..
 QZ0508
 QZ0508.The geoid height was determined by GEOID03.
 QZ0508
 QZ0508.The dynamic height is computed by dividing the NAVD 88
 QZ0508.geopotential number by the normal gravity value computed on the
 QZ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0508.degrees latitude (g = 980.6199 gals.).
 QZ0508
 QZ0508.The modeled gravity was interpolated from observed gravity values.
 QZ0508
 QZ0508;                    North         East    Units  Estimated Accuracy
 QZ0508;SPC ID W     -   458,630.      800,110.      MT  (+/- 180 meters Scaled)
 QZ0508
 QZ0508                          SUPERSEDED SURVEY CONTROL
 QZ0508
 QZ0508  NGVD 29 (??/??/92)  938.431  (m)         3078.84   (f) ADJ UNCH    1 2
 QZ0508
 QZ0508.Superseded values are not recommended for survey control.
 QZ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0508.See file dsdata.txt to determine how the superseded data were derived.
 QZ0508
 QZ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL972720(NAD 83)
 QZ0508_MARKER: DB = BENCH MARK DISK
 QZ0508_SETTING: 80 = SET IN A BOULDER
 QZ0508_SP_SET: BOULDER
 QZ0508_STAMPING: F 314 1945
 QZ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0508+STABILITY: SURFACE MOTION
 QZ0508
 QZ0508  HISTORY     - Date     Condition        Report By
 QZ0508  HISTORY     - 1945     MONUMENTED       CGS
 QZ0508  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0508
 QZ0508                          STATION DESCRIPTION
 QZ0508
 QZ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0508'3.9 MI W FROM GOLDEN.
 QZ0508'ALONG CONNER - GRANGEVILLE ROAD, 3.9 MILES WEST OF THE POST OFFICE AT
 QZ0508'GOLDEN, AT TURNOUT FOR ROAD AND AT POINT WHERE TWO HUGE BOULDERS
 QZ0508'ALMOST FORM A NATURAL DAM ACROSS THE SOUTH FORK OF CLEARWATER RIVER,
 QZ0508'33.0 FEET SOUTHEAST OF CENTERLINE OF ROAD, SET IN TOP OF HIGHEST POINT
 QZ0508'OF MOST NORTHERLY OF TWO HUGE BOULDERS, ABOUT 10 FEET BELOW ROAD. A
 QZ0508'BRONZE DISK.  NOTE-- A NEW HIGHWAY HAS BEEN BUILT THROUGH THIS AREA
 QZ0508'AND THE ROAD HAS BEEN WIDENED AND ALL INDICATIONS POINT TO THIS MARK
 QZ0508'AS HAVING BEEN DESTROYED.  THE ALMOST NATURAL DAM NO LONGER EXISTS.
 QZ0508
 QZ0508                          STATION RECOVERY (1962)
 QZ0508
 QZ0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0339 ***********************************************************************
 RA0339  DESIGNATION -  F 315
 RA0339  PID         -  RA0339
 RA0339  STATE/COUNTY-  ID/IDAHO
 RA0339  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA0339
 RA0339                         *CURRENT SURVEY CONTROL
 RA0339  ___________________________________________________________________
 RA0339* NAD 83(1986)-  45 22 04.     (N)    116 38 24.     (W)     SCALED    
 RA0339* NAVD 88     -       416.050  (meters)    1364.99   (feet)  ADJUSTED  
 RA0339  ___________________________________________________________________
 RA0339  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 RA0339  DYNAMIC HT  -         415.889 (meters)    1364.46  (feet)  COMP
 RA0339  MODELED GRAV-     980,223.7   (mgal)                       NAVD 88
 RA0339
 RA0339  VERT ORDER  -  SECOND    CLASS 0
 RA0339
 RA0339.The horizontal coordinates were scaled from a topographic map and have
 RA0339.an estimated accuracy of +/- 6 seconds.
 RA0339
 RA0339.The orthometric height was determined by differential leveling
 RA0339.and adjusted by the National Geodetic Survey in June 1991..
 RA0339
 RA0339.The geoid height was determined by GEOID03.
 RA0339
 RA0339.The dynamic height is computed by dividing the NAVD 88
 RA0339.geopotential number by the normal gravity value computed on the
 RA0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0339.degrees latitude (g = 980.6199 gals.).
 RA0339
 RA0339.The modeled gravity was interpolated from observed gravity values.
 RA0339
 RA0339;                    North         East    Units  Estimated Accuracy
 RA0339;SPC ID W     -   411,560.      730,280.      MT  (+/- 180 meters Scaled)
 RA0339
 RA0339                          SUPERSEDED SURVEY CONTROL
 RA0339
 RA0339  NGVD 29 (??/??/92)  414.910  (m)         1361.25   (f) ADJ UNCH    2 0
 RA0339
 RA0339.Superseded values are not recommended for survey control.
 RA0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0339.See file dsdata.txt to determine how the superseded data were derived.
 RA0339
 RA0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL281238(NAD 83)
 RA0339_MARKER: DB = BENCH MARK DISK
 RA0339_SETTING: 80 = SET IN A BOULDER
 RA0339_SP_SET: BOULDER
 RA0339_STAMPING: F 315 1946
 RA0339_MARK LOGO: CGS   
 RA0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0339+STABILITY: SURFACE MOTION
 RA0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA0339+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1993
 RA0339
 RA0339  HISTORY     - Date     Condition        Report By
 RA0339  HISTORY     - 1946     MONUMENTED       CGS
 RA0339  HISTORY     - 19930627 GOOD             LOCSUR
 RA0339
 RA0339                          STATION DESCRIPTION
 RA0339
 RA0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0339'28.25 MI N FROM HOMESTEAD, OR.
 RA0339'ABOUT 28.25 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0339'EAST BANK OF THE RIVER, AT THE SOUTH END OF A VERY SWIFT RAPID, ABOUT
 RA0339'300 FEET NORTH OF A STREAM EMPTYING INTO THE RIVER, DIRECTLY ACROSS
 RA0339'THE RIVER FROM THE MOUTH OF A CANYON WHICH IS VERY BRUSHY AT THE
 RA0339'MOUTH, A STANDARD DISK SET ON THE WEST SLOPE OF A LARGE BOULDER WHICH
 RA0339'EXTENDS OUT INTO THE RIVER AND ABOUT 2 FEET ABOVE HIGH WATER LINE.
 RA0339
 RA0339                          STATION RECOVERY (1993)
 RA0339
 RA0339'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (GEL)
 RA0339'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0107 ***********************************************************************
 QZ0107  DESIGNATION -  F 316
 QZ0107  PID         -  QZ0107
 QZ0107  STATE/COUNTY-  ID/IDAHO
 QZ0107  USGS QUAD   -  WAUGH MTN (1978)
 QZ0107
 QZ0107                         *CURRENT SURVEY CONTROL
 QZ0107  ___________________________________________________________________
 QZ0107* NAD 83(1986)-  45 23 34.     (N)    114 45 42.     (W)     SCALED    
 QZ0107* NAVD 88     -       871.720  (meters)    2859.97   (feet)  ADJUSTED  
 QZ0107  ___________________________________________________________________
 QZ0107  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 QZ0107  DYNAMIC HT  -         871.189 (meters)    2858.23  (feet)  COMP
 QZ0107  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 QZ0107
 QZ0107  VERT ORDER  -  SECOND    CLASS 0
 QZ0107
 QZ0107.The horizontal coordinates were scaled from a topographic map and have
 QZ0107.an estimated accuracy of +/- 6 seconds.
 QZ0107
 QZ0107.The orthometric height was determined by differential leveling
 QZ0107.and adjusted by the National Geodetic Survey in June 1991..
 QZ0107
 QZ0107.The geoid height was determined by GEOID03.
 QZ0107
 QZ0107.The dynamic height is computed by dividing the NAVD 88
 QZ0107.geopotential number by the normal gravity value computed on the
 QZ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0107.degrees latitude (g = 980.6199 gals.).
 QZ0107
 QZ0107.The modeled gravity was interpolated from observed gravity values.
 QZ0107
 QZ0107;                    North         East    Units  Estimated Accuracy
 QZ0107;SPC ID W     -   414,430.      877,390.      MT  (+/- 180 meters Scaled)
 QZ0107
 QZ0107                          SUPERSEDED SURVEY CONTROL
 QZ0107
 QZ0107  NGVD 29 (??/??/92)  870.325  (m)         2855.39   (f) ADJ UNCH    2 0
 QZ0107
 QZ0107.Superseded values are not recommended for survey control.
 QZ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0107.See file dsdata.txt to determine how the superseded data were derived.
 QZ0107
 QZ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL752290(NAD 83)
 QZ0107_MARKER: DB = BENCH MARK DISK
 QZ0107_SETTING: 80 = SET IN A BOULDER
 QZ0107_SP_SET: BOULDER
 QZ0107_STAMPING: F 316 1945
 QZ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0107+STABILITY: SURFACE MOTION
 QZ0107
 QZ0107  HISTORY     - Date     Condition        Report By
 QZ0107  HISTORY     - 1945     MONUMENTED       CGS
 QZ0107
 QZ0107                          STATION DESCRIPTION
 QZ0107
 QZ0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0107'33.1 MI W FROM SHOUP.
 QZ0107'33.1 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE NORTHERLY SIDE OF
 QZ0107'THE SALMON RIVER, SET IN TOP OF LARGE BOULDER WHICH IS JUST ABOVE THE
 QZ0107'HIGH WATER LEVEL, 10 FEET SOUTHWEST OF LARGE PINE WITH TRIANGULAR
 QZ0107'BLAZE ON SIDE SOUTH.  BRONZE BENCH MARK DISK SET IN TOP OF LARGE
 QZ0107'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0279 ***********************************************************************
 QZ0279  DESIGNATION -  F 317
 QZ0279  PID         -  QZ0279
 QZ0279  STATE/COUNTY-  ID/IDAHO
 QZ0279  USGS QUAD   -  SHEEP HILL (1995)
 QZ0279
 QZ0279                         *CURRENT SURVEY CONTROL
 QZ0279  ___________________________________________________________________
 QZ0279* NAD 83(1986)-  45 32 07.     (N)    115 07 24.     (W)     SCALED    
 QZ0279* NAVD 88     -       779.169  (meters)    2556.32   (feet)  ADJUSTED  
 QZ0279  ___________________________________________________________________
 QZ0279  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 QZ0279  DYNAMIC HT  -         778.697 (meters)    2554.78  (feet)  COMP
 QZ0279  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 QZ0279
 QZ0279  VERT ORDER  -  SECOND    CLASS 0
 QZ0279
 QZ0279.The horizontal coordinates were scaled from a topographic map and have
 QZ0279.an estimated accuracy of +/- 6 seconds.
 QZ0279
 QZ0279.The orthometric height was determined by differential leveling
 QZ0279.and adjusted by the National Geodetic Survey in June 1991..
 QZ0279
 QZ0279.The geoid height was determined by GEOID03.
 QZ0279
 QZ0279.The dynamic height is computed by dividing the NAVD 88
 QZ0279.geopotential number by the normal gravity value computed on the
 QZ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0279.degrees latitude (g = 980.6199 gals.).
 QZ0279
 QZ0279.The modeled gravity was interpolated from observed gravity values.
 QZ0279
 QZ0279;                    North         East    Units  Estimated Accuracy
 QZ0279;SPC ID W     -   429,980.      848,950.      MT  (+/- 180 meters Scaled)
 QZ0279
 QZ0279                          SUPERSEDED SURVEY CONTROL
 QZ0279
 QZ0279  NGVD 29 (??/??/92)  777.758  (m)         2551.69   (f) ADJ UNCH    2 0
 QZ0279
 QZ0279.Superseded values are not recommended for survey control.
 QZ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0279.See file dsdata.txt to determine how the superseded data were derived.
 QZ0279
 QZ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL465441(NAD 83)
 QZ0279_MARKER: DB = BENCH MARK DISK
 QZ0279_SETTING: 80 = SET IN A BOULDER
 QZ0279_SP_SET: BOULDER
 QZ0279_STAMPING: F 317 1945
 QZ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0279+STABILITY: SURFACE MOTION
 QZ0279
 QZ0279  HISTORY     - Date     Condition        Report By
 QZ0279  HISTORY     - 1945     MONUMENTED       CGS
 QZ0279  HISTORY     - 1974     MARK NOT FOUND   USGS
 QZ0279
 QZ0279                          STATION DESCRIPTION
 QZ0279
 QZ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0279'56.5 MI W FROM SHOUP.
 QZ0279'56.5 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE NORTHERLY SIDE OF
 QZ0279'THE SALMON RIVER, SET IN TOP OF BOULDER, BETWEEN TRAIL AND RIVER,
 QZ0279'ABOUT 60 FEET SOUTH OF A LONE PINE TREE, ABOUT 20 FEET SOUTHWEST OF
 QZ0279'TRAIL AND 12 FEET BELOW LEVEL OF TRAIL.  BRONZE BENCH MARK DISK.
 QZ0279'BRONZE DISK SET IN TOP OF BOULDER.
 QZ0279
 QZ0279                          STATION RECOVERY (1974)
 QZ0279
 QZ0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0328 ***********************************************************************
 QZ0328  DESIGNATION -  F 318
 QZ0328  PID         -  QZ0328
 QZ0328  STATE/COUNTY-  ID/IDAHO
 QZ0328  USGS QUAD   -  FIVEMILE BAR (1995)
 QZ0328
 QZ0328                         *CURRENT SURVEY CONTROL
 QZ0328  ___________________________________________________________________
 QZ0328* NAD 83(1986)-  45 23 42.     (N)    115 29 26.     (W)     SCALED    
 QZ0328* NAVD 88     -       672.370  (meters)    2205.93   (feet)  ADJUSTED  
 QZ0328  ___________________________________________________________________
 QZ0328  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 QZ0328  DYNAMIC HT  -         671.970 (meters)    2204.62  (feet)  COMP
 QZ0328  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 QZ0328
 QZ0328  VERT ORDER  -  SECOND    CLASS 0
 QZ0328
 QZ0328.The horizontal coordinates were scaled from a topographic map and have
 QZ0328.an estimated accuracy of +/- 6 seconds.
 QZ0328
 QZ0328.The orthometric height was determined by differential leveling
 QZ0328.and adjusted by the National Geodetic Survey in June 1991..
 QZ0328
 QZ0328.The geoid height was determined by GEOID03.
 QZ0328
 QZ0328.The dynamic height is computed by dividing the NAVD 88
 QZ0328.geopotential number by the normal gravity value computed on the
 QZ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0328.degrees latitude (g = 980.6199 gals.).
 QZ0328
 QZ0328.The modeled gravity was interpolated from observed gravity values.
 QZ0328
 QZ0328;                    North         East    Units  Estimated Accuracy
 QZ0328;SPC ID W     -   414,240.      820,310.      MT  (+/- 180 meters Scaled)
 QZ0328
 QZ0328                          SUPERSEDED SURVEY CONTROL
 QZ0328
 QZ0328  NGVD 29 (??/??/92)  671.012  (m)         2201.48   (f) ADJ UNCH    2 0
 QZ0328
 QZ0328.Superseded values are not recommended for survey control.
 QZ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0328.See file dsdata.txt to determine how the superseded data were derived.
 QZ0328
 QZ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL181279(NAD 83)
 QZ0328_MARKER: DB = BENCH MARK DISK
 QZ0328_SETTING: 80 = SET IN A BOULDER
 QZ0328_SP_SET: BOULDER
 QZ0328_STAMPING: F 318 1945
 QZ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0328+STABILITY: SURFACE MOTION
 QZ0328
 QZ0328  HISTORY     - Date     Condition        Report By
 QZ0328  HISTORY     - 1945     MONUMENTED       CGS
 QZ0328  HISTORY     - 1974     MARK NOT FOUND   USGS
 QZ0328
 QZ0328                          STATION DESCRIPTION
 QZ0328
 QZ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0328'31.7 MI E FROM FRENCH CREEK.
 QZ0328'31.7 MILES EAST OF FRENCH CREEK, ON THE NORTHERLY SIDE OF THE SALMON
 QZ0328'RIVER, SET IN TOP OF BOULDER, ALONG PATH FROM ROAD TO RIVER AND ALONG
 QZ0328'SOUTHWEST END OF FIELD, JUST NORTHEAST OF LUDWIG RAPIDS, ON SOUTH
 QZ0328'SLOPE OF HILL.  BRONZE BENCH MARK DISK SET IN TOP OF BOULDER.
 QZ0328
 QZ0328                          STATION RECOVERY (1974)
 QZ0328
 QZ0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0933 ***********************************************************************
 RA0933  DESIGNATION -  F 319
 RA0933  PID         -  RA0933
 RA0933  STATE/COUNTY-  ID/IDAHO
 RA0933  USGS QUAD   -  BOLES (1963)
 RA0933
 RA0933                         *CURRENT SURVEY CONTROL
 RA0933  ___________________________________________________________________
 RA0933* NAD 83(1986)-  45 58 39.     (N)    116 33 25.     (W)     SCALED    
 RA0933* NAVD 88     -       363.682  (meters)    1193.18   (feet)  ADJUSTED  
 RA0933  ___________________________________________________________________
 RA0933  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 RA0933  DYNAMIC HT  -         363.574 (meters)    1192.83  (feet)  COMP
 RA0933  MODELED GRAV-     980,313.3   (mgal)                       NAVD 88
 RA0933
 RA0933  VERT ORDER  -  SECOND    CLASS 0
 RA0933
 RA0933.The horizontal coordinates were scaled from a topographic map and have
 RA0933.an estimated accuracy of +/- 6 seconds.
 RA0933
 RA0933.The orthometric height was determined by differential leveling
 RA0933.and adjusted by the National Geodetic Survey in June 1991..
 RA0933
 RA0933.The geoid height was determined by GEOID03.
 RA0933
 RA0933.The dynamic height is computed by dividing the NAVD 88
 RA0933.geopotential number by the normal gravity value computed on the
 RA0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0933.degrees latitude (g = 980.6199 gals.).
 RA0933
 RA0933.The modeled gravity was interpolated from observed gravity values.
 RA0933
 RA0933;                    North         East    Units  Estimated Accuracy
 RA0933;SPC ID W     -   479,260.      737,470.      MT  (+/- 180 meters Scaled)
 RA0933
 RA0933                          SUPERSEDED SURVEY CONTROL
 RA0933
 RA0933  NGVD 29 (??/??/92)  362.550  (m)         1189.47   (f) ADJ UNCH    2 0
 RA0933
 RA0933.Superseded values are not recommended for survey control.
 RA0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0933.See file dsdata.txt to determine how the superseded data were derived.
 RA0933
 RA0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL343916(NAD 83)
 RA0933_MARKER: DB = BENCH MARK DISK
 RA0933_SETTING: 80 = SET IN A BOULDER
 RA0933_STAMPING: F 319 1945
 RA0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0933+STABILITY: SURFACE MOTION
 RA0933
 RA0933  HISTORY     - Date     Condition        Report By
 RA0933  HISTORY     - 1945     MONUMENTED       CGS
 RA0933
 RA0933                          STATION DESCRIPTION
 RA0933
 RA0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0933'11.0 MI NW FROM RICE CREEK BRIDGE.
 RA0933'11.0 MILES NORTHWEST (DOWN STREAM) ALONG THE NORTHEAST BANK OF THE
 RA0933'SALMON RIVER FROM THE RICE CREEK BRIDGE, JUST WEST OF AND DOWN FROM A
 RA0933'LONE PINE TREE, AND ABOVE HIGH WATER LEVEL.  A BRONZE DISK, SET IN THE
 RA0933'TOP OF THE SOUTH POINT OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0639 ***********************************************************************
 NV0639  DESIGNATION -  F 32
 NV0639  PID         -  NV0639
 NV0639  STATE/COUNTY-  ID/OWYHEE
 NV0639  USGS QUAD   -  AUSTIN BUTTE (1980)
 NV0639
 NV0639                         *CURRENT SURVEY CONTROL
 NV0639  ___________________________________________________________________
 NV0639* NAD 83(1986)-  42 30 15.     (N)    115 44 35.     (W)     SCALED    
 NV0639* NAVD 88     -      1372.231  (meters)    4502.06   (feet)  ADJUSTED  
 NV0639  ___________________________________________________________________
 NV0639  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 NV0639  DYNAMIC HT  -        1371.416 (meters)    4499.39  (feet)  COMP
 NV0639  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 NV0639
 NV0639  VERT ORDER  -  FIRST     CLASS II
 NV0639
 NV0639.The horizontal coordinates were scaled from a topographic map and have
 NV0639.an estimated accuracy of +/- 6 seconds.
 NV0639
 NV0639.The orthometric height was determined by differential leveling
 NV0639.and adjusted by the National Geodetic Survey in June 1991..
 NV0639
 NV0639.The geoid height was determined by GEOID03.
 NV0639
 NV0639.The dynamic height is computed by dividing the NAVD 88
 NV0639.geopotential number by the normal gravity value computed on the
 NV0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0639.degrees latitude (g = 980.6199 gals.).
 NV0639
 NV0639.The modeled gravity was interpolated from observed gravity values.
 NV0639
 NV0639;                    North         East    Units  Estimated Accuracy
 NV0639;SPC ID W     -    93,020.      800,570.      MT  (+/- 180 meters Scaled)
 NV0639
 NV0639                          SUPERSEDED SURVEY CONTROL
 NV0639
 NV0639  NGVD 29 (??/??/92) 1371.198  (m)         4498.67   (f) ADJ UNCH    1 2
 NV0639
 NV0639.Superseded values are not recommended for survey control.
 NV0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0639.See file dsdata.txt to determine how the superseded data were derived.
 NV0639
 NV0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH032065(NAD 83)
 NV0639_MARKER: DB = BENCH MARK DISK
 NV0639_SETTING: 66 = SET IN ROCK OUTCROP
 NV0639_SP_SET: LAVA OUTCROP
 NV0639_STAMPING: F 32 1934
 NV0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0639+STABILITY: POSITION/ELEVATION WELL
 NV0639
 NV0639  HISTORY     - Date     Condition        Report By
 NV0639  HISTORY     - 1934     MONUMENTED       CGS
 NV0639  HISTORY     - 1974     GOOD             USGS
 NV0639
 NV0639                          STATION DESCRIPTION
 NV0639
 NV0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0639'23.9 MI SW FROM HOT SPRING.
 NV0639'23.9 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0639'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, ABOUT 600 FEET NORTH OF
 NV0639'THE SUMMIT OF A PROMINENT ROCKY HILL, 35 FEET EAST OF A BREAK IN THE
 NV0639'NORTH SLOPE TO THE WEST, 15 FEET WEST OF THE ROAD, AND IN THE TOP OF A
 NV0639'LARGE LAVA OUTCROP.  A STANDARD DISK, STAMPED F 32 1934.
 NV0639
 NV0639                          STATION RECOVERY (1974)
 NV0639
 NV0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0639'HOT SPRING, 23.9 MI. SOUTHWEST OF ALONG OLD ROAD TO GRASMERE FROM THE
 NV0639'BRIDGE OVER THE BRUNEAU RIVER. 5.5 MI. NORTHEAST OF THE OLD
 NV0639'BLACKSTONE RANCH HOUSE. ABOUT 600 FT. NORTH OF THE SUMMIT OF A
 NV0639'PROMINENT ROCKY HILL, 35 FT. EAST OF A BREAK IN THE NORTH SLOPE TO
 NV0639'THE WEST. 23 FT. NORTHWEST OF THE CENTER OF THE ROAD. IN THE TOP OF A
 NV0639'LARGE LAVA OUTCROP. A STANDARD DISK STAMPED F 32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0371 ***********************************************************************
 RA0371  DESIGNATION -  F 320
 RA0371  PID         -  RA0371
 RA0371  STATE/COUNTY-  ID/ADAMS
 RA0371  USGS QUAD   -  HOMESTEAD (1990)
 RA0371
 RA0371                         *CURRENT SURVEY CONTROL
 RA0371  ___________________________________________________________________
 RA0371* NAD 83(1986)-  45 03 37.     (N)    116 46 31.     (W)     SCALED    
 RA0371* NAVD 88     -       992.973  (meters)    3257.78   (feet)  ADJUSTED  
 RA0371  ___________________________________________________________________
 RA0371  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 RA0371  DYNAMIC HT  -         992.698 (meters)    3256.88  (feet)  COMP
 RA0371  MODELED GRAV-     980,306.7   (mgal)                       NAVD 88
 RA0371
 RA0371  VERT ORDER  -  SECOND    CLASS 0
 RA0371
 RA0371.The horizontal coordinates were scaled from a topographic map and have
 RA0371.an estimated accuracy of +/- 6 seconds.
 RA0371
 RA0371.The orthometric height was determined by differential leveling
 RA0371.and adjusted by the National Geodetic Survey in June 1991..
 RA0371
 RA0371.The geoid height was determined by GEOID03.
 RA0371
 RA0371.The dynamic height is computed by dividing the NAVD 88
 RA0371.geopotential number by the normal gravity value computed on the
 RA0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0371.degrees latitude (g = 980.6199 gals.).
 RA0371
 RA0371.The modeled gravity was interpolated from observed gravity values.
 RA0371
 RA0371;                    North         East    Units  Estimated Accuracy
 RA0371;SPC ID W     -   377,520.      719,250.      MT  (+/- 180 meters Scaled)
 RA0371
 RA0371                          SUPERSEDED SURVEY CONTROL
 RA0371
 RA0371  NGVD 29 (??/??/92)  991.926  (m)         3254.34   (f) ADJ UNCH    2 0
 RA0371
 RA0371.Superseded values are not recommended for survey control.
 RA0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0371.See file dsdata.txt to determine how the superseded data were derived.
 RA0371
 RA0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK176896(NAD 83)
 RA0371_MARKER: DB = BENCH MARK DISK
 RA0371_SETTING: 80 = SET IN A BOULDER
 RA0371_SP_SET: BOULDER
 RA0371_STAMPING: F 320 1946
 RA0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0371+STABILITY: SURFACE MOTION
 RA0371
 RA0371  HISTORY     - Date     Condition        Report By
 RA0371  HISTORY     - 1946     MONUMENTED       CGS
 RA0371  HISTORY     - 1957     MARK NOT FOUND   NGS
 RA0371
 RA0371                          STATION DESCRIPTION
 RA0371
 RA0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0371'39.6 MI NW FROM FRUITVALE.
 RA0371'ABOUT 39.6 MILES NORTHWEST ALONG THE FRUITVALE-HOMESTEAD ROAD FROM THE
 RA0371'POST OFFICE AT FRUITVALE, ABOUT 400 FEET NORTHWEST OF A PATCH OF GREEN
 RA0371'TIMBER, ABOUT 250 FEET WEST OF A LARGE ROCK OUTCROP, 89 FEET EAST OF
 RA0371'THE CENTER LINE OF THE ROAD AT A SHARP CURVE, IN A RAVINE, ABOUT 6
 RA0371'FEET ABOVE THE ROAD LEVEL, AND SET IN THE TOP OF A LARGE BOULDER ABOUT
 RA0371'2.0 FEET ABOVE THE GROUND.
 RA0371
 RA0371                          STATION RECOVERY (1957)
 RA0371
 RA0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RA0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0563 ***********************************************************************
 QA0563  DESIGNATION -  F 322
 QA0563  PID         -  QA0563
 QA0563  STATE/COUNTY-  ID/VALLEY
 QA0563  USGS QUAD   -  WARM LAKE (1988)
 QA0563
 QA0563                         *CURRENT SURVEY CONTROL
 QA0563  ___________________________________________________________________
 QA0563* NAD 83(1986)-  44 44 06.     (N)    115 41 08.     (W)     SCALED    
 QA0563* NAVD 88     -      1572.912  (meters)    5160.46   (feet)  ADJUSTED  
 QA0563  ___________________________________________________________________
 QA0563  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 QA0563  DYNAMIC HT  -        1572.142 (meters)    5157.94  (feet)  COMP
 QA0563  MODELED GRAV-     980,073.5   (mgal)                       NAVD 88
 QA0563
 QA0563  VERT ORDER  -  SECOND    CLASS 0
 QA0563
 QA0563.The horizontal coordinates were scaled from a topographic map and have
 QA0563.an estimated accuracy of +/- 6 seconds.
 QA0563
 QA0563.The orthometric height was determined by differential leveling
 QA0563.and adjusted by the National Geodetic Survey in June 1991..
 QA0563
 QA0563.The geoid height was determined by GEOID03.
 QA0563
 QA0563.The dynamic height is computed by dividing the NAVD 88
 QA0563.geopotential number by the normal gravity value computed on the
 QA0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0563.degrees latitude (g = 980.6199 gals.).
 QA0563
 QA0563.The modeled gravity was interpolated from observed gravity values.
 QA0563
 QA0563;                    North         East    Units  Estimated Accuracy
 QA0563;SPC ID W     -   340,860.      805,100.      MT  (+/- 180 meters Scaled)
 QA0563
 QA0563                          SUPERSEDED SURVEY CONTROL
 QA0563
 QA0563  NGVD 29 (??/??/92) 1571.734  (m)         5156.60   (f) ADJ UNCH    2 0
 QA0563
 QA0563.Superseded values are not recommended for survey control.
 QA0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0563.See file dsdata.txt to determine how the superseded data were derived.
 QA0563
 QA0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK040543(NAD 83)
 QA0563_MARKER: DB = BENCH MARK DISK
 QA0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0563_STAMPING: F 322 1948
 QA0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0563+STABILITY: SURFACE MOTION
 QA0563
 QA0563  HISTORY     - Date     Condition        Report By
 QA0563  HISTORY     - 1948     MONUMENTED       CGS
 QA0563
 QA0563                          STATION DESCRIPTION
 QA0563
 QA0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0563'7.7 MI N FROM WARM LAKE.
 QA0563'2.0 MILES NORTHWEST ALONG STIBNITE ROAD FROM THE POST OFFICE AT WARM
 QA0563'LAKE, THENCE 5.7 MILES NORTH ALONG THE SOUTH FORK ROAD, NEAR THE TOP
 QA0563'OF A LONG GRADE, 25.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.5
 QA0563'FEET NORTHWEST OF A 24-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET IN
 QA0563'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0279 ***********************************************************************
 QA0279  DESIGNATION -  F 323
 QA0279  PID         -  QA0279
 QA0279  STATE/COUNTY-  ID/VALLEY
 QA0279  USGS QUAD   -  PUNGO MOUNTAIN (1973)
 QA0279
 QA0279                         *CURRENT SURVEY CONTROL
 QA0279  ___________________________________________________________________
 QA0279* NAD 83(1986)-  44 46 17.     (N)    115 04 56.     (W)     SCALED    
 QA0279* NAVD 88     -      1414.133  (meters)    4639.53   (feet)  ADJUSTED  
 QA0279  ___________________________________________________________________
 QA0279  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 QA0279  DYNAMIC HT  -        1413.245 (meters)    4636.62  (feet)  COMP
 QA0279  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 QA0279
 QA0279  VERT ORDER  -  SECOND    CLASS 0
 QA0279
 QA0279.The horizontal coordinates were scaled from a topographic map and have
 QA0279.an estimated accuracy of +/- 6 seconds.
 QA0279
 QA0279.The orthometric height was determined by differential leveling
 QA0279.and adjusted by the National Geodetic Survey in June 1991..
 QA0279
 QA0279.The geoid height was determined by GEOID03.
 QA0279
 QA0279.The dynamic height is computed by dividing the NAVD 88
 QA0279.geopotential number by the normal gravity value computed on the
 QA0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0279.degrees latitude (g = 980.6199 gals.).
 QA0279
 QA0279.The modeled gravity was interpolated from observed gravity values.
 QA0279
 QA0279;                    North         East    Units  Estimated Accuracy
 QA0279;SPC ID W     -   345,120.      852,860.      MT  (+/- 180 meters Scaled)
 QA0279
 QA0279                          SUPERSEDED SURVEY CONTROL
 QA0279
 QA0279  NGVD 29 (??/??/92) 1412.588  (m)         4634.47   (f) ADJ UNCH    2 0
 QA0279
 QA0279.Superseded values are not recommended for survey control.
 QA0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0279.See file dsdata.txt to determine how the superseded data were derived.
 QA0279
 QA0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK517593(NAD 83)
 QA0279_MARKER: DB = BENCH MARK DISK
 QA0279_SETTING: 80 = SET IN A BOULDER
 QA0279_SP_SET: BOULDER
 QA0279_STAMPING: F 323 1947
 QA0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0279+STABILITY: SURFACE MOTION
 QA0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QA0279+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 QA0279
 QA0279  HISTORY     - Date     Condition        Report By
 QA0279  HISTORY     - 1947     MONUMENTED       CGS
 QA0279  HISTORY     - 20011105 GOOD             IDTD
 QA0279
 QA0279                          STATION DESCRIPTION
 QA0279
 QA0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0279'4.0 MI E FROM MIDDLE FORK GUARD STATION.
 QA0279'ALONG FOREST SERVICE TRAIL FROM MIDDLE FORK GUARD STATION, SET IN
 QA0279'BOULDER PROTRUDING 6 INCHES ABOVE GROUND, 81.4 FEET NORTH OF MIDDLE
 QA0279'FORK TRAIL, AT THE WEST END OF AQUANALDO FLAT, ABOUT 115 YARDS WEST OF
 QA0279'FOREST SERVICE 22-MILE SIGN.
 QA0279
 QA0279                          STATION RECOVERY (2001)
 QA0279
 QA0279'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GAW)
 QA0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0215 ***********************************************************************
 QA0215  DESIGNATION -  F 324
 QA0215  PID         -  QA0215
 QA0215  STATE/COUNTY-  ID/LEMHI
 QA0215  USGS QUAD   -  RAMEY HILL (1962)
 QA0215
 QA0215                         *CURRENT SURVEY CONTROL
 QA0215  ___________________________________________________________________
 QA0215* NAD 83(1986)-  44 51 52.     (N)    114 46 07.     (W)     SCALED    
 QA0215* NAVD 88     -      1181.408  (meters)    3876.00   (feet)  ADJUSTED  
 QA0215  ___________________________________________________________________
 QA0215  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 QA0215  DYNAMIC HT  -        1180.691 (meters)    3873.65  (feet)  COMP
 QA0215  MODELED GRAV-     979,974.6   (mgal)                       NAVD 88
 QA0215
 QA0215  VERT ORDER  -  SECOND    CLASS 0
 QA0215
 QA0215.The horizontal coordinates were scaled from a topographic map and have
 QA0215.an estimated accuracy of +/- 6 seconds.
 QA0215
 QA0215.The orthometric height was determined by differential leveling
 QA0215.and adjusted by the National Geodetic Survey in June 1991..
 QA0215
 QA0215.The geoid height was determined by GEOID03.
 QA0215
 QA0215.The dynamic height is computed by dividing the NAVD 88
 QA0215.geopotential number by the normal gravity value computed on the
 QA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0215.degrees latitude (g = 980.6199 gals.).
 QA0215
 QA0215.The modeled gravity was interpolated from observed gravity values.
 QA0215
 QA0215;                    North         East    Units  Estimated Accuracy
 QA0215;SPC ID C     -   355,540.      439,260.      MT  (+/- 180 meters Scaled)
 QA0215
 QA0215                          SUPERSEDED SURVEY CONTROL
 QA0215
 QA0215  NGVD 29 (??/??/92) 1179.896  (m)         3871.04   (f) ADJ UNCH    2 0
 QA0215
 QA0215.Superseded values are not recommended for survey control.
 QA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0215.See file dsdata.txt to determine how the superseded data were derived.
 QA0215
 QA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK762703(NAD 83)
 QA0215_MARKER: DB = BENCH MARK DISK
 QA0215_SETTING: 66 = SET IN ROCK OUTCROP
 QA0215_SP_SET: ROCK LEDGE
 QA0215_STAMPING: F 324 1947
 QA0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0215+STABILITY: POSITION/ELEVATION WELL
 QA0215
 QA0215  HISTORY     - Date     Condition        Report By
 QA0215  HISTORY     - 1947     MONUMENTED       CGS
 QA0215
 QA0215                          STATION DESCRIPTION
 QA0215
 QA0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0215'31.7 MI NE FROM MIDDLE FORK GUARD STATION.
 QA0215'31.7 MILES NE ALONG MIDDLE FORK TRAIL ALONG THE MIDDLE FORK RIVER FROM
 QA0215'THE MIDDLE FORK GUARD STATION, SET IN A ROCK LEDGE UNDER A CLIFF 8
 QA0215'FEET FROM THE EDGE OF THE RIVER, AND ABOUT 95 FEET WEST AND BELOW THE
 QA0215'MIDDLE FORK TRAIL, 48 FEET NORTH OF A LARGE FIR TREE.  USBM PAINTED ON
 QA0215'LEDGE WITH WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0137 ***********************************************************************
 QZ0137  DESIGNATION -  F 325
 QZ0137  PID         -  QZ0137
 QZ0137  STATE/COUNTY-  ID/VALLEY
 QZ0137  USGS QUAD   -  PAPOOSE PEAK (1962)
 QZ0137
 QZ0137                         *CURRENT SURVEY CONTROL
 QZ0137  ___________________________________________________________________
 QZ0137* NAD 83(1986)-  45 07 59.     (N)    114 47 50.     (W)     SCALED    
 QZ0137* NAVD 88     -      1731.865  (meters)    5681.96   (feet)  ADJUSTED  
 QZ0137  ___________________________________________________________________
 QZ0137  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 QZ0137  DYNAMIC HT  -        1730.862 (meters)    5678.67  (feet)  COMP
 QZ0137  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 QZ0137
 QZ0137  VERT ORDER  -  SECOND    CLASS 0
 QZ0137
 QZ0137.The horizontal coordinates were scaled from a topographic map and have
 QZ0137.an estimated accuracy of +/- 6 seconds.
 QZ0137
 QZ0137.The orthometric height was determined by differential leveling
 QZ0137.and adjusted by the National Geodetic Survey in June 1991..
 QZ0137
 QZ0137.The geoid height was determined by GEOID03.
 QZ0137
 QZ0137.The dynamic height is computed by dividing the NAVD 88
 QZ0137.geopotential number by the normal gravity value computed on the
 QZ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0137.degrees latitude (g = 980.6199 gals.).
 QZ0137
 QZ0137.The modeled gravity was interpolated from observed gravity values.
 QZ0137
 QZ0137;                    North         East    Units  Estimated Accuracy
 QZ0137;SPC ID W     -   385,530.      874,940.      MT  (+/- 180 meters Scaled)
 QZ0137
 QZ0137                          SUPERSEDED SURVEY CONTROL
 QZ0137
 QZ0137  NGVD 29 (??/??/92) 1730.406  (m)         5677.17   (f) ADJ UNCH    2 0
 QZ0137
 QZ0137.Superseded values are not recommended for survey control.
 QZ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0137.See file dsdata.txt to determine how the superseded data were derived.
 QZ0137
 QZ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL732000(NAD 83)
 QZ0137_MARKER: DB = BENCH MARK DISK
 QZ0137_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0137_SP_SET: ROCK LEDGE
 QZ0137_STAMPING: F 325 1947
 QZ0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0137+STABILITY: POSITION/ELEVATION WELL
 QZ0137
 QZ0137  HISTORY     - Date     Condition        Report By
 QZ0137  HISTORY     - 1947     MONUMENTED       CGS
 QZ0137
 QZ0137                          STATION DESCRIPTION
 QZ0137
 QZ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0137'6.3 MI NW FROM MOUTH OF BIG CREEK.
 QZ0137'6.3 MILES NORTHWEST (4.3 MILES WEST ALONG BIG CREEK, THENCE 2.0 MILES
 QZ0137'NORTH ALONG GOAT CREEK) ALONG MIDDLE FORK TRAIL FROM THE MOUTH OF BIG
 QZ0137'CREEK, AT A POINT WHERE THE TRAIL COMES ABRUPTLY DOWN FROMA STEEP
 QZ0137'MOUNTAINSIDE AND INTERSECTS GOAT CREEK, ABOUT 51 FEET EAST OF THE
 QZ0137'TRAIL, AND SET IN TOP OF A ROCK LEDGE.  USBM PAINTED WHITE ON LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0164 ***********************************************************************
 QZ0164  DESIGNATION -  F 326
 QZ0164  PID         -  QZ0164
 QZ0164  STATE/COUNTY-  ID/IDAHO
 QZ0164  USGS QUAD   -  LONG TOM MTN (1962)
 QZ0164
 QZ0164                         *CURRENT SURVEY CONTROL
 QZ0164  ___________________________________________________________________
 QZ0164* NAD 83(1986)-  45 17 49.     (N)    114 36 28.     (W)     SCALED    
 QZ0164* NAVD 88     -       996.145  (meters)    3268.19   (feet)  ADJUSTED  
 QZ0164  ___________________________________________________________________
 QZ0164  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 QZ0164  DYNAMIC HT  -         995.763 (meters)    3266.93  (feet)  COMP
 QZ0164  MODELED GRAV-     980,202.1   (mgal)                       NAVD 88
 QZ0164
 QZ0164  VERT ORDER  -  SECOND    CLASS 0
 QZ0164
 QZ0164.The horizontal coordinates were scaled from a topographic map and have
 QZ0164.an estimated accuracy of +/- 6 seconds.
 QZ0164
 QZ0164.The orthometric height was determined by differential leveling
 QZ0164.and adjusted by the National Geodetic Survey in June 1991..
 QZ0164
 QZ0164.The geoid height was determined by GEOID03.
 QZ0164
 QZ0164.The dynamic height is computed by dividing the NAVD 88
 QZ0164.geopotential number by the normal gravity value computed on the
 QZ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0164.degrees latitude (g = 980.6199 gals.).
 QZ0164
 QZ0164.The modeled gravity was interpolated from observed gravity values.
 QZ0164
 QZ0164;                    North         East    Units  Estimated Accuracy
 QZ0164;SPC ID W     -   403,940.      889,590.      MT  (+/- 180 meters Scaled)
 QZ0164
 QZ0164                          SUPERSEDED SURVEY CONTROL
 QZ0164
 QZ0164  NGVD 29 (??/??/92)  994.964  (m)         3264.31   (f) ADJ UNCH    2 0
 QZ0164
 QZ0164.Superseded values are not recommended for survey control.
 QZ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0164.See file dsdata.txt to determine how the superseded data were derived.
 QZ0164
 QZ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL875187(NAD 83)
 QZ0164_MARKER: DB = BENCH MARK DISK
 QZ0164_SETTING: 80 = SET IN A BOULDER
 QZ0164_SP_SET: BOULDER
 QZ0164_STAMPING: F 326 1947
 QZ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0164+STABILITY: SURFACE MOTION
 QZ0164
 QZ0164  HISTORY     - Date     Condition        Report By
 QZ0164  HISTORY     - 1947     MONUMENTED       CGS
 QZ0164
 QZ0164                          STATION DESCRIPTION
 QZ0164
 QZ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0164'0.4 MI SW FROM SALMON RIVER PACKBRIDGE.
 QZ0164'0.4 MILE SOUTHWEST ALONG THE MIDDLE FORK TRAIL FROM THE SALMON RIVER
 QZ0164'PACKBRIDGE WHICH IS ABOUT 1/2 MILE NORTHWEST OF THE MOUTH OF THE
 QZ0164'MIDDLE FORK SALMON RIVER, AT A SWITCHBACK IN THE TRAIL, 2 FEET
 QZ0164'NORTHEAST OF THE TRAIL, AND SET IN THE TOP OF A LARGE BOULDER.  USBM
 QZ0164'PAINTED RED ON BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0375 ***********************************************************************
 QZ0375  DESIGNATION -  F 327
 QZ0375  PID         -  QZ0375
 QZ0375  STATE/COUNTY-  ID/VALLEY
 QZ0375  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0375
 QZ0375                         *CURRENT SURVEY CONTROL
 QZ0375  ___________________________________________________________________
 QZ0375* NAD 83(1986)-  45 02 53.     (N)    115 39 12.     (W)     SCALED    
 QZ0375* NAVD 88     -      1081.008  (meters)    3546.61   (feet)  ADJUSTED  
 QZ0375  ___________________________________________________________________
 QZ0375  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 QZ0375  DYNAMIC HT  -        1080.534 (meters)    3545.05  (feet)  COMP
 QZ0375  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 QZ0375
 QZ0375  VERT ORDER  -  SECOND    CLASS 0
 QZ0375
 QZ0375.The horizontal coordinates were scaled from a topographic map and have
 QZ0375.an estimated accuracy of +/- 6 seconds.
 QZ0375
 QZ0375.The orthometric height was determined by differential leveling
 QZ0375.and adjusted by the National Geodetic Survey in June 1991..
 QZ0375
 QZ0375.The geoid height was determined by GEOID03.
 QZ0375
 QZ0375.The dynamic height is computed by dividing the NAVD 88
 QZ0375.geopotential number by the normal gravity value computed on the
 QZ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0375.degrees latitude (g = 980.6199 gals.).
 QZ0375
 QZ0375.The modeled gravity was interpolated from observed gravity values.
 QZ0375
 QZ0375;                    North         East    Units  Estimated Accuracy
 QZ0375;SPC ID W     -   375,650.      807,620.      MT  (+/- 180 meters Scaled)
 QZ0375
 QZ0375                          SUPERSEDED SURVEY CONTROL
 QZ0375
 QZ0375  NGVD 29 (??/??/92) 1079.824  (m)         3542.72   (f) ADJ UNCH    2 0
 QZ0375
 QZ0375.Superseded values are not recommended for survey control.
 QZ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0375.See file dsdata.txt to determine how the superseded data were derived.
 QZ0375
 QZ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK060891(NAD 83)
 QZ0375_MARKER: DB = BENCH MARK DISK
 QZ0375_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0375_SP_SET: ROCK BLUFF
 QZ0375_STAMPING: F 327 1948
 QZ0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0375+STABILITY: POSITION/ELEVATION WELL
 QZ0375
 QZ0375  HISTORY     - Date     Condition        Report By
 QZ0375  HISTORY     - 1948     MONUMENTED       CGS
 QZ0375
 QZ0375                          STATION DESCRIPTION
 QZ0375
 QZ0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0375'3.7 MI N FROM MOUTH OF SECESH RIVER.
 QZ0375'ABOUT 3.7 MILES NORTH ALONG THE SOUTH FORK TRAIL FROM THE MOUTH OF THE
 QZ0375'SECESH RIVER, AT A POINT WHERE THE RIVER FLOWS THROUGH A NARROW ROCK
 QZ0375'CUT, AT A WHITE GRANITE ROCK BLUFF, 4.5 FEET WEST OF THE CENTER LINE
 QZ0375'OF THE TRAIL, 2.0 FEET WEST OF THE EAST EDGE OF A ROCK LEDGE AND ABOUT
 QZ0375'4 FEET ABOVE THE TRAIL.  SET IN THE TOP OF A SHELF OF THE ROCK BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0402 ***********************************************************************
 QZ0402  DESIGNATION -  F 328
 QZ0402  PID         -  QZ0402
 QZ0402  STATE/COUNTY-  ID/IDAHO
 QZ0402  USGS QUAD   -  PILOT PEAK (1969)
 QZ0402
 QZ0402                         *CURRENT SURVEY CONTROL
 QZ0402  ___________________________________________________________________
 QZ0402* NAD 83(1986)-  45 12 50.     (N)    115 33 15.     (W)     SCALED    
 QZ0402* NAVD 88     -       893.109  (meters)    2930.14   (feet)  ADJUSTED  
 QZ0402  ___________________________________________________________________
 QZ0402  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 QZ0402  DYNAMIC HT  -         892.655 (meters)    2928.65  (feet)  COMP
 QZ0402  MODELED GRAV-     980,083.1   (mgal)                       NAVD 88
 QZ0402
 QZ0402  VERT ORDER  -  SECOND    CLASS 0
 QZ0402
 QZ0402.The horizontal coordinates were scaled from a topographic map and have
 QZ0402.an estimated accuracy of +/- 6 seconds.
 QZ0402
 QZ0402.The orthometric height was determined by differential leveling
 QZ0402.and adjusted by the National Geodetic Survey in June 1991..
 QZ0402
 QZ0402.The geoid height was determined by GEOID03.
 QZ0402
 QZ0402.The dynamic height is computed by dividing the NAVD 88
 QZ0402.geopotential number by the normal gravity value computed on the
 QZ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0402.degrees latitude (g = 980.6199 gals.).
 QZ0402
 QZ0402.The modeled gravity was interpolated from observed gravity values.
 QZ0402
 QZ0402;                    North         East    Units  Estimated Accuracy
 QZ0402;SPC ID W     -   394,090.      815,380.      MT  (+/- 180 meters Scaled)
 QZ0402
 QZ0402                          SUPERSEDED SURVEY CONTROL
 QZ0402
 QZ0402  NGVD 29 (??/??/92)  891.849  (m)         2926.01   (f) ADJ UNCH    2 0
 QZ0402
 QZ0402.Superseded values are not recommended for survey control.
 QZ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0402.See file dsdata.txt to determine how the superseded data were derived.
 QZ0402
 QZ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL135077(NAD 83)
 QZ0402_MARKER: DB = BENCH MARK DISK
 QZ0402_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0402_SP_SET: ROCK OUTCROP
 QZ0402_STAMPING: F 328 1948
 QZ0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0402+STABILITY: POSITION/ELEVATION WELL
 QZ0402
 QZ0402  HISTORY     - Date     Condition        Report By
 QZ0402  HISTORY     - 1948     MONUMENTED       CGS
 QZ0402
 QZ0402                          STATION DESCRIPTION
 QZ0402
 QZ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0402'3.8 MI N FROM SOUTH FORK GUARD STATION.
 QZ0402'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0402'STATION, THENCE 1.8 MILES NORTH ALONG THE SOUTH FORK TRAIL, ABOUT 125
 QZ0402'PACES NORTH OF CHINA CREEK, ABOUT 75 FEET NORTHWEST OF A POINT WHERE A
 QZ0402'SMALL STREAM CROSSES THE TRAIL, 27.0 FEET WEST OF THE CENTER LINE OF
 QZ0402'THE TRAIL, 2.0 FEET SOUTHWEST OF A 14-INCH PINE TREE WITH A TRIANGULAR
 QZ0402'BLAZE, SET IN THE TOP OF A PROMINENT ROCK OUTCROP PROJECTING 2.0 FEET
 QZ0402'ABOVE THE GROUND AND ABOUT 12 FEET ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0236 ***********************************************************************
 QA0236  DESIGNATION -  F 329
 QA0236  PID         -  QA0236
 QA0236  STATE/COUNTY-  ID/VALLEY
 QA0236  USGS QUAD   -  PISTOL LAKE (1990)
 QA0236
 QA0236                         *CURRENT SURVEY CONTROL
 QA0236  ___________________________________________________________________
 QA0236* NAD 83(1986)-  44 38 17.     (N)    115 26 32.     (W)     SCALED    
 QA0236* NAVD 88     -      2356.912  (meters)    7732.64   (feet)  ADJUSTED  
 QA0236  ___________________________________________________________________
 QA0236  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 QA0236  DYNAMIC HT  -        2355.413 (meters)    7727.72  (feet)  COMP
 QA0236  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 QA0236
 QA0236  VERT ORDER  -  SECOND    CLASS 0
 QA0236
 QA0236.The horizontal coordinates were scaled from a topographic map and have
 QA0236.an estimated accuracy of +/- 6 seconds.
 QA0236
 QA0236.The orthometric height was determined by differential leveling
 QA0236.and adjusted by the National Geodetic Survey in June 1991..
 QA0236
 QA0236.The geoid height was determined by GEOID03.
 QA0236
 QA0236.The dynamic height is computed by dividing the NAVD 88
 QA0236.geopotential number by the normal gravity value computed on the
 QA0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0236.degrees latitude (g = 980.6199 gals.).
 QA0236
 QA0236.The modeled gravity was interpolated from observed gravity values.
 QA0236
 QA0236;                    North         East    Units  Estimated Accuracy
 QA0236;SPC ID W     -   330,130.      824,420.      MT  (+/- 180 meters Scaled)
 QA0236
 QA0236                          SUPERSEDED SURVEY CONTROL
 QA0236
 QA0236  NGVD 29 (??/??/92) 2355.472  (m)         7727.91   (f) ADJ UNCH    2 0
 QA0236
 QA0236.Superseded values are not recommended for survey control.
 QA0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0236.See file dsdata.txt to determine how the superseded data were derived.
 QA0236
 QA0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK235439(NAD 83)
 QA0236_MARKER: DB = BENCH MARK DISK
 QA0236_SETTING: 80 = SET IN A BOULDER
 QA0236_SP_SET: BOULDER
 QA0236_STAMPING: F 329 1948
 QA0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0236+STABILITY: SURFACE MOTION
 QA0236
 QA0236  HISTORY     - Date     Condition        Report By
 QA0236  HISTORY     - 1948     MONUMENTED       CGS
 QA0236
 QA0236                          STATION DESCRIPTION
 QA0236
 QA0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0236'9.4 MI E FROM LANDMARK RANGER STATION.
 QA0236'9.4 MILES EAST ALONG THE LANDMARK-LUCKY LAD MINE ROAD FROM THE RANGER
 QA0236'STATION AT LANDMARK, ON A GRASSY SLOPE, 30.5 FEET SOUTHWEST OF THE
 QA0236'CENTER LINE OF THE ROAD, 29.0 FEET NORTHEAST OF A 10-INCH PINE TREE
 QA0236'WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A PROMINENT BOULDER
 QA0236'PROJECTING 2.0 FEET ABOVE THE GROUND AND ABOUT 3 FEET BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0298 ***********************************************************************
 PZ0298  DESIGNATION -  F 33
 PZ0298  PID         -  PZ0298
 PZ0298  STATE/COUNTY-  ID/LEMHI
 PZ0298  USGS QUAD   -  LEADORE (1987)
 PZ0298
 PZ0298                         *CURRENT SURVEY CONTROL
 PZ0298  ___________________________________________________________________
 PZ0298* NAD 83(1986)-  44 39 27.     (N)    113 20 00.     (W)     SCALED    
 PZ0298* NAVD 88     -      1834.021  (meters)    6017.12   (feet)  ADJUSTED  
 PZ0298  ___________________________________________________________________
 PZ0298  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 PZ0298  DYNAMIC HT  -        1832.970 (meters)    6013.67  (feet)  COMP
 PZ0298  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 PZ0298
 PZ0298  VERT ORDER  -  SECOND    CLASS 0
 PZ0298
 PZ0298.The horizontal coordinates were scaled from a topographic map and have
 PZ0298.an estimated accuracy of +/- 6 seconds.
 PZ0298
 PZ0298.The orthometric height was determined by differential leveling
 PZ0298.and adjusted by the National Geodetic Survey in June 1991..
 PZ0298
 PZ0298.The geoid height was determined by GEOID03.
 PZ0298
 PZ0298.The dynamic height is computed by dividing the NAVD 88
 PZ0298.geopotential number by the normal gravity value computed on the
 PZ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0298.degrees latitude (g = 980.6199 gals.).
 PZ0298
 PZ0298.The modeled gravity was interpolated from observed gravity values.
 PZ0298
 PZ0298;                    North         East    Units  Estimated Accuracy
 PZ0298;SPC ID C     -   332,470.      552,870.      MT  (+/- 180 meters Scaled)
 PZ0298
 PZ0298                          SUPERSEDED SURVEY CONTROL
 PZ0298
 PZ0298  NGVD 29 (??/??/92) 1832.632  (m)         6012.56   (f) ADJ UNCH    2 0
 PZ0298
 PZ0298.Superseded values are not recommended for survey control.
 PZ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0298.See file dsdata.txt to determine how the superseded data were derived.
 PZ0298
 PZ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ150475(NAD 83)
 PZ0298_MARKER: DB = BENCH MARK DISK
 PZ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0298_STAMPING: F 33 1934
 PZ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0298+STABILITY: SURFACE MOTION
 PZ0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0298+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 PZ0298
 PZ0298  HISTORY     - Date     Condition        Report By
 PZ0298  HISTORY     - 1934     MONUMENTED       CGS
 PZ0298  HISTORY     - 20050421 GOOD             IDTD
 PZ0298
 PZ0298                          STATION DESCRIPTION
 PZ0298
 PZ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PZ0298'1.7 MI SE FROM LEADORE.
 PZ0298'ABOUT 1.7 MILES SOUTHEAST ALONG THE GILMORE AND PITTSBURGH RAILROAD
 PZ0298'FROM THE STATION AT LEADORE, LEMHI COUNTY, ABOUT 135 FEET SOUTHEAST OF
 PZ0298'THE CROSSING OF STATE HIGHWAY 28, ABOUT 40 FEET SOUTHWEST OF THE
 PZ0298'CENTER LINE OF THE HIGHWAY, ABOUT 45 FEET NORTHEAST OF THE CENTER LINE
 PZ0298'OF THE TRACK, AND 18 FEET SOUTHEAST OF A POLE.  A STANDARD DISK,
 PZ0298'STAMPED F 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PZ0298
 PZ0298                          STATION RECOVERY (2005)
 PZ0298
 PZ0298'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (MT)
 PZ0298'THE 1934 DESCRIPTION STILL APPLIES, BUT BEAR IN MIND THAT THE
 PZ0298'MENTIONED HIGHWAY AND RAILROAD ARE NOW TRACES.  THE SCALED POSITION ON
 PZ0298'THE DATA SHEET IS IN GROSS ERROR.  A GPS RTK POSITION ON THE MARK
 PZ0298'(ORIGINATING FROM HARN STATION LEAD GPS, PID = AC5211) IS AS FOLLOWS,
 PZ0298'LAT. = 44-39-42.84570 N., LONG. = 113-20-06.86537 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0611 ***********************************************************************
 QA0611  DESIGNATION -  F 330
 QA0611  PID         -  QA0611
 QA0611  STATE/COUNTY-  ID/VALLEY
 QA0611  USGS QUAD   -  TYNDALL MEADOWS (1988)
 QA0611
 QA0611                         *CURRENT SURVEY CONTROL
 QA0611  ___________________________________________________________________
 QA0611* NAD 83(1986)-  44 35 48.     (N)    115 31 16.     (W)     SCALED    
 QA0611* NAVD 88     -      2048.596  (meters)    6721.10   (feet)  ADJUSTED  
 QA0611  ___________________________________________________________________
 QA0611  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 QA0611  DYNAMIC HT  -        2047.367 (meters)    6717.07  (feet)  COMP
 QA0611  MODELED GRAV-     979,944.9   (mgal)                       NAVD 88
 QA0611
 QA0611  VERT ORDER  -  SECOND    CLASS 0
 QA0611
 QA0611.The horizontal coordinates were scaled from a topographic map and have
 QA0611.an estimated accuracy of +/- 6 seconds.
 QA0611
 QA0611.The orthometric height was determined by differential leveling
 QA0611.and adjusted by the National Geodetic Survey in June 1991..
 QA0611
 QA0611.The geoid height was determined by GEOID03.
 QA0611
 QA0611.The dynamic height is computed by dividing the NAVD 88
 QA0611.geopotential number by the normal gravity value computed on the
 QA0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0611.degrees latitude (g = 980.6199 gals.).
 QA0611
 QA0611.The modeled gravity was interpolated from observed gravity values.
 QA0611
 QA0611;                    North         East    Units  Estimated Accuracy
 QA0611;SPC ID W     -   325,510.      818,170.      MT  (+/- 180 meters Scaled)
 QA0611
 QA0611                          SUPERSEDED SURVEY CONTROL
 QA0611
 QA0611  NGVD 29 (??/??/92) 2047.218  (m)         6716.58   (f) ADJ UNCH    2 0
 QA0611
 QA0611.Superseded values are not recommended for survey control.
 QA0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0611.See file dsdata.txt to determine how the superseded data were derived.
 QA0611
 QA0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK173392(NAD 83)
 QA0611_MARKER: DB = BENCH MARK DISK
 QA0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0611_STAMPING: F 330 1948
 QA0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0611+STABILITY: SURFACE MOTION
 QA0611
 QA0611  HISTORY     - Date     Condition        Report By
 QA0611  HISTORY     - 1948     MONUMENTED       CGS
 QA0611
 QA0611                          STATION DESCRIPTION
 QA0611
 QA0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0611'5.1 MI S FROM LANDMARK RANGER STATION.
 QA0611'5.1 MILES SOUTH ALONG THE LANDMARK-STANLEY ROAD FROM THE RANGER
 QA0611'STATION AT LANDMARK, NEAR WHISKEY CREEK, ABOUT 75 YARDS NORTH OF THE
 QA0611'NORTH END OF THE BRIDGE OVER SWAMP CREEK, 43.5 FEET WEST OF THE CENTER
 QA0611'LINE OF THE ROAD, 18.2 FEET WEST OF A TRIPLE 8-INCH PINE TREE WITH A
 QA0611'TRIANGULAR BLAZE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 QA0611'FOOT ABOVE THE GROUND.  WITNESS POST SET 3.0 FEET NORTHWEST OF THE
 QA0611'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0302 ***********************************************************************
 QA0302  DESIGNATION -  F 331
 QA0302  PID         -  QA0302
 QA0302  STATE/COUNTY-  ID/VALLEY
 QA0302  USGS QUAD   -  BULL TROUT POINT (1972)
 QA0302
 QA0302                         *CURRENT SURVEY CONTROL
 QA0302  ___________________________________________________________________
 QA0302* NAD 83(1986)-  44 22 05.     (N)    115 16 36.     (W)     SCALED    
 QA0302* NAVD 88     -      2165.367  (meters)    7104.21   (feet)  ADJUSTED  
 QA0302  ___________________________________________________________________
 QA0302  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 QA0302  DYNAMIC HT  -        2163.993 (meters)    7099.70  (feet)  COMP
 QA0302  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 QA0302
 QA0302  VERT ORDER  -  SECOND    CLASS 0
 QA0302
 QA0302.The horizontal coordinates were scaled from a topographic map and have
 QA0302.an estimated accuracy of +/- 6 seconds.
 QA0302
 QA0302.The orthometric height was determined by differential leveling
 QA0302.and adjusted by the National Geodetic Survey in June 1991..
 QA0302
 QA0302.The geoid height was determined by GEOID03.
 QA0302
 QA0302.The dynamic height is computed by dividing the NAVD 88
 QA0302.geopotential number by the normal gravity value computed on the
 QA0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0302.degrees latitude (g = 980.6199 gals.).
 QA0302
 QA0302.The modeled gravity was interpolated from observed gravity values.
 QA0302
 QA0302;                    North         East    Units  Estimated Accuracy
 QA0302;SPC ID W     -   300,200.      837,730.      MT  (+/- 180 meters Scaled)
 QA0302
 QA0302                          SUPERSEDED SURVEY CONTROL
 QA0302
 QA0302  NGVD 29 (??/??/92) 2163.990  (m)         7099.69   (f) ADJ UNCH    2 0
 QA0302
 QA0302.Superseded values are not recommended for survey control.
 QA0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0302.See file dsdata.txt to determine how the superseded data were derived.
 QA0302
 QA0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK373141(NAD 83)
 QA0302_MARKER: DB = BENCH MARK DISK
 QA0302_SETTING: 66 = SET IN ROCK OUTCROP
 QA0302_SP_SET: ROCK OUTCROP
 QA0302_STAMPING: F 331 1948
 QA0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0302+STABILITY: POSITION/ELEVATION WELL
 QA0302
 QA0302  HISTORY     - Date     Condition        Report By
 QA0302  HISTORY     - 1948     MONUMENTED       CGS
 QA0302
 QA0302                          STATION DESCRIPTION
 QA0302
 QA0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0302'10.7 MI SE FROM ELK CREEK RANGER STATION.
 QA0302'10.7 MILES SOUTHEAST ALONG THE LANDMARK-STANLEY ROAD FROM THE ELK
 QA0302'CREEK RANGER STATION, ABOUT 10.4 MILES WEST OF THE CAPE HORN GUARD
 QA0302'STATION, ABOUT 0.5 MILE NORTH OF THE CAPE HORN SUMMIT, ABOUT 0.5 MILE
 QA0302'NORTH OF THE VALLEY-CUSTER COUNTY BOUNDRY LINE, AT AN S CURVE, 79.0
 QA0302'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 25.0 FEET SOUTH OF A 6-INCH
 QA0302'PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A PROMINENT ROCK
 QA0302'OUTCROP PROJECTING 2.5 FEET ABOVE THE GROUND AND ABOUT 8 FEET BELOW
 QA0302'THE ROAD.  NOTE-- THE MARK IS 124 FEET SOUTH OF THE CENTER LINE OF THE
 QA0302'NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0346 ***********************************************************************
 OZ0346  DESIGNATION -  F 334
 OZ0346  PID         -  OZ0346
 OZ0346  STATE/COUNTY-  ID/ELMORE
 OZ0346  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0346
 OZ0346                         *CURRENT SURVEY CONTROL
 OZ0346  ___________________________________________________________________
 OZ0346* NAD 83(1986)-  43 49 50.     (N)    115 18 26.     (W)     SCALED    
 OZ0346* NAVD 88     -      1376.662  (meters)    4516.60   (feet)  ADJUSTED  
 OZ0346  ___________________________________________________________________
 OZ0346  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 OZ0346  DYNAMIC HT  -        1375.799 (meters)    4513.77  (feet)  COMP
 OZ0346  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 OZ0346
 OZ0346  VERT ORDER  -  SECOND    CLASS 0
 OZ0346
 OZ0346.The horizontal coordinates were scaled from a topographic map and have
 OZ0346.an estimated accuracy of +/- 6 seconds.
 OZ0346
 OZ0346.The orthometric height was determined by differential leveling
 OZ0346.and adjusted by the National Geodetic Survey in June 1991..
 OZ0346
 OZ0346.The geoid height was determined by GEOID03.
 OZ0346
 OZ0346.The dynamic height is computed by dividing the NAVD 88
 OZ0346.geopotential number by the normal gravity value computed on the
 OZ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0346.degrees latitude (g = 980.6199 gals.).
 OZ0346
 OZ0346.The modeled gravity was interpolated from observed gravity values.
 OZ0346
 OZ0346;                    North         East    Units  Estimated Accuracy
 OZ0346;SPC ID W     -   240,460.      835,610.      MT  (+/- 180 meters Scaled)
 OZ0346
 OZ0346                          SUPERSEDED SURVEY CONTROL
 OZ0346
 OZ0346  NGVD 29 (??/??/92) 1375.362  (m)         4512.33   (f) ADJ UNCH    2 0
 OZ0346
 OZ0346.Superseded values are not recommended for survey control.
 OZ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0346.See file dsdata.txt to determine how the superseded data were derived.
 OZ0346
 OZ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ361544(NAD 83)
 OZ0346_MARKER: DB = BENCH MARK DISK
 OZ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0346_STAMPING: F 334 1950
 OZ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0346+STABILITY: SURFACE MOTION
 OZ0346
 OZ0346  HISTORY     - Date     Condition        Report By
 OZ0346  HISTORY     - 1950     MONUMENTED       CGS
 OZ0346  HISTORY     - 1951     GOOD             NGS
 OZ0346
 OZ0346                          STATION DESCRIPTION
 OZ0346
 OZ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0346'12.3 MI W FROM ATLANTA.
 OZ0346'12.3 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0346'OFFICE AT ATLANTA, 0.2 MILE EAST OF SMITH CREEK, 0.15 MILE WEST OF THE
 OZ0346'JUNCTION OF A DIRT ROAD LEADING SOUTH OVER A LOG BRIDGE TO A LARGE
 OZ0346'CABIN, AT THE WEST END OF A CUT, 58 FEET NORTHWEST OF THE CENTER OF
 OZ0346'THE JUNCTION OF A DRIVEWAY LEADING TO A LONG PILE OF GRAVEL, 51 FEET
 OZ0346'NORTH OF THE CENTER LINE OF THE ROAD, 30 1/2 FEET NORTHEAST OF A
 OZ0346'14-INCH PINE TREE, 22 FEET SOUTH OF A 10-INCH PINE TREE, 2.3 FEET EAST
 OZ0346'OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE
 OZ0346'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OZ0346
 OZ0346                          STATION RECOVERY (1951)
 OZ0346
 OZ0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0124 ***********************************************************************
 OZ0124  DESIGNATION -  F 335
 OZ0124  PID         -  OZ0124
 OZ0124  STATE/COUNTY-  ID/GOODING
 OZ0124  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0124
 OZ0124                         *CURRENT SURVEY CONTROL
 OZ0124  ___________________________________________________________________
 OZ0124* NAD 83(1986)-  43 00 46.     (N)    114 41 35.     (W)     SCALED    
 OZ0124* NAVD 88     -      1127.996  (meters)    3700.77   (feet)  ADJUSTED  
 OZ0124  ___________________________________________________________________
 OZ0124  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 OZ0124  DYNAMIC HT  -        1127.436 (meters)    3698.93  (feet)  COMP
 OZ0124  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 OZ0124
 OZ0124  VERT ORDER  -  SECOND    CLASS 0
 OZ0124
 OZ0124.The horizontal coordinates were scaled from a topographic map and have
 OZ0124.an estimated accuracy of +/- 6 seconds.
 OZ0124
 OZ0124.The orthometric height was determined by differential leveling
 OZ0124.and adjusted by the National Geodetic Survey in June 1991..
 OZ0124
 OZ0124.The geoid height was determined by GEOID03.
 OZ0124
 OZ0124.The dynamic height is computed by dividing the NAVD 88
 OZ0124.geopotential number by the normal gravity value computed on the
 OZ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0124.degrees latitude (g = 980.6199 gals.).
 OZ0124
 OZ0124.The modeled gravity was interpolated from observed gravity values.
 OZ0124
 OZ0124;                    North         East    Units  Estimated Accuracy
 OZ0124;SPC ID C     -   149,750.      443,500.      MT  (+/- 180 meters Scaled)
 OZ0124
 OZ0124                          SUPERSEDED SURVEY CONTROL
 OZ0124
 OZ0124  NGVD 29 (??/??/92) 1127.112  (m)         3697.87   (f) ADJ UNCH    2 0
 OZ0124
 OZ0124.Superseded values are not recommended for survey control.
 OZ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0124.See file dsdata.txt to determine how the superseded data were derived.
 OZ0124
 OZ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH880648(NAD 83)
 OZ0124_MARKER: DB = BENCH MARK DISK
 OZ0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0124_STAMPING: F 335 1935
 OZ0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0124+STABILITY: SURFACE MOTION
 OZ0124
 OZ0124  HISTORY     - Date     Condition        Report By
 OZ0124  HISTORY     - 1935     MONUMENTED       CGS
 OZ0124  HISTORY     - 1950     GOOD             NGS
 OZ0124
 OZ0124                          STATION DESCRIPTION
 OZ0124
 OZ0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0124'6.0 MI N FROM GOODING.
 OZ0124'6.0 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0124'GOODING, 0.3 MILE SOUTH OF A 4 - BY -12 FOOT CONCRETE BOX CULVERT OVER
 OZ0124'NORTH GOODING MAIN CANAL, ABOUT 120 YARDS NORTH OF THE APPROXIMATE
 OZ0124'CENTER OF A 90-DEGREE CURVE IN THE HIGHEAY, 30.,3 FEET EAST OF THE
 OZ0124'CENTER LINE OF THE HIGHWAY, 26.0 FEET SOUTHEAST OF THE CENTER OF THE
 OZ0124'SOUTH END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 391 FEET NORTH
 OZ0124'OF A WITNESS POST 2.3 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE
 OZ0124'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 OZ0124'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0071 ***********************************************************************
 OZ0071  DESIGNATION -  F 337
 OZ0071  PID         -  OZ0071
 OZ0071  STATE/COUNTY-  ID/BLAINE
 OZ0071  USGS QUAD   -  HAILEY (1967)
 OZ0071
 OZ0071                         *CURRENT SURVEY CONTROL
 OZ0071  ___________________________________________________________________
 OZ0071* NAD 83(1986)-  43 30 42.     (N)    114 18 06.     (W)     SCALED    
 OZ0071* NAVD 88     -      1620.111  (meters)    5315.31   (feet)  ADJUSTED  
 OZ0071  ___________________________________________________________________
 OZ0071  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 OZ0071  DYNAMIC HT  -        1619.170 (meters)    5312.23  (feet)  COMP
 OZ0071  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 OZ0071
 OZ0071  VERT ORDER  -  SECOND    CLASS 0
 OZ0071
 OZ0071.This mark is at Friedman Mem Airport (SUN)
 OZ0071
 OZ0071.The horizontal coordinates were scaled from a topographic map and have
 OZ0071.an estimated accuracy of +/- 6 seconds.
 OZ0071
 OZ0071.The orthometric height was determined by differential leveling
 OZ0071.and adjusted by the National Geodetic Survey in June 1991..
 OZ0071
 OZ0071.The geoid height was determined by GEOID03.
 OZ0071
 OZ0071.The dynamic height is computed by dividing the NAVD 88
 OZ0071.geopotential number by the normal gravity value computed on the
 OZ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0071.degrees latitude (g = 980.6199 gals.).
 OZ0071
 OZ0071.The modeled gravity was interpolated from observed gravity values.
 OZ0071
 OZ0071;                    North         East    Units  Estimated Accuracy
 OZ0071;SPC ID C     -   204,990.      475,610.      MT  (+/- 180 meters Scaled)
 OZ0071
 OZ0071                          SUPERSEDED SURVEY CONTROL
 OZ0071
 OZ0071  NGVD 29 (??/??/92) 1618.981  (m)         5311.61   (f) ADJ UNCH    2 0
 OZ0071
 OZ0071.Superseded values are not recommended for survey control.
 OZ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0071.See file dsdata.txt to determine how the superseded data were derived.
 OZ0071
 OZ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ181211(NAD 83)
 OZ0071_MARKER: DB = BENCH MARK DISK
 OZ0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0071_SP_SET: FOUNDATION
 OZ0071_STAMPING: F 337 1950
 OZ0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0071
 OZ0071  HISTORY     - Date     Condition        Report By
 OZ0071  HISTORY     - 1950     MONUMENTED       CGS
 OZ0071
 OZ0071                          STATION DESCRIPTION
 OZ0071
 OZ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0071'0.7 MI SE FROM HAILEY.
 OZ0071'0.7 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OZ0071'AT HAILEY, AT FRIEDMAN MEMORIAL AIRPORT, 48.5 FEET SOUTHEAST OF THE
 OZ0071'SOUTH CORNER OF THE HANGAR, 8.6 FEET SOUTHEAST OF THE SOUTH CORNER OF
 OZ0071'THE JOHNSON FLYING SERVICE OFFICE, IN THE TOP OF THE NORTH CORNER OF A
 OZ0071'CONCRETE FOUNDATION OF A REFUELING PUMP, AND 0.3 FOOT HIGHER THAN THE
 OZ0071'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0309 ***********************************************************************
 OZ0309  DESIGNATION -  F 338
 OZ0309  PID         -  OZ0309
 OZ0309  STATE/COUNTY-  ID/BLAINE
 OZ0309  USGS QUAD   -  MARSHALL PEAK (1964)
 OZ0309
 OZ0309                         *CURRENT SURVEY CONTROL
 OZ0309  ___________________________________________________________________
 OZ0309* NAD 83(1986)-  43 51 36.     (N)    114 58 35.     (W)     SCALED    
 OZ0309* NAVD 88     -      2558.593  (meters)    8394.32   (feet)  ADJUSTED  
 OZ0309  ___________________________________________________________________
 OZ0309  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 OZ0309  DYNAMIC HT  -        2556.702 (meters)    8388.11  (feet)  COMP
 OZ0309  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 OZ0309
 OZ0309  VERT ORDER  -  SECOND    CLASS 0
 OZ0309
 OZ0309.The horizontal coordinates were scaled from a topographic map and have
 OZ0309.an estimated accuracy of +/- 6 seconds.
 OZ0309
 OZ0309.The orthometric height was determined by differential leveling
 OZ0309.and adjusted by the National Geodetic Survey in June 1991..
 OZ0309
 OZ0309.The geoid height was determined by GEOID03.
 OZ0309
 OZ0309.The dynamic height is computed by dividing the NAVD 88
 OZ0309.geopotential number by the normal gravity value computed on the
 OZ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0309.degrees latitude (g = 980.6199 gals.).
 OZ0309
 OZ0309.The modeled gravity was interpolated from observed gravity values.
 OZ0309
 OZ0309;                    North         East    Units  Estimated Accuracy
 OZ0309;SPC ID C     -   244,100.      421,510.      MT  (+/- 180 meters Scaled)
 OZ0309
 OZ0309                          SUPERSEDED SURVEY CONTROL
 OZ0309
 OZ0309  NGVD 29 (??/??/92) 2557.096  (m)         8389.41   (f) ADJ UNCH    2 0
 OZ0309
 OZ0309.Superseded values are not recommended for survey control.
 OZ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0309.See file dsdata.txt to determine how the superseded data were derived.
 OZ0309
 OZ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ626583(NAD 83)
 OZ0309_MARKER: DB = BENCH MARK DISK
 OZ0309_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0309_SP_SET: OUTCROP
 OZ0309_STAMPING: F 338 1950
 OZ0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0309+STABILITY: POSITION/ELEVATION WELL
 OZ0309
 OZ0309  HISTORY     - Date     Condition        Report By
 OZ0309  HISTORY     - 1950     MONUMENTED       CGS
 OZ0309  HISTORY     - 1951     GOOD             NGS
 OZ0309
 OZ0309                          STATION DESCRIPTION
 OZ0309
 OZ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0309'9.3 MI SW FROM ALTURAS LAKE.
 OZ0309'4.1 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0309'OUTLET AT ALTURAS LAKE, THENCE 5.2 MILES SOUTHWEST ALONG ATLANTA
 OZ0309'TRAIL, AT THE SOUTHEAST END OF A RIDGE BETWEEN TWO RAVINES, ON THE
 OZ0309'NORTHEAST SIDE OF A DRY CREEK IN A SMALL OPEN AREA, 87 FEET NORTHEAST
 OZ0309'OF THE CENTER LINE OF THE TRAIL, 72 FEET NORTHEAST OF A 10-INCH PINE
 OZ0309'TREE WITH A TRIANGULAR BLAZE, ABOUT 44 FEET NORTHEAST OF THE
 OZ0309'APPROXIMATE CENTER OF THE SOUTHWEST RAVINE, IN THE TOP OF A SMALL
 OZ0309'OUTCROP MARKED WITH A PAINTED B M, AND ABOUT 8 FEET LOWER THAN THE
 OZ0309'TRAIL.
 OZ0309
 OZ0309                          STATION RECOVERY (1951)
 OZ0309
 OZ0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0436 ***********************************************************************
 OZ0436  DESIGNATION -  F 339
 OZ0436  PID         -  OZ0436
 OZ0436  STATE/COUNTY-  ID/ELMORE
 OZ0436  USGS QUAD   -  HIGH PRAIRIE (1963)
 OZ0436
 OZ0436                         *CURRENT SURVEY CONTROL
 OZ0436  ___________________________________________________________________
 OZ0436* NAD 83(1986)-  43 20 50.     (N)    115 12 41.     (W)     SCALED    
 OZ0436* NAVD 88     -      1669.212  (meters)    5476.41   (feet)  ADJUSTED  
 OZ0436  ___________________________________________________________________
 OZ0436  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 OZ0436  DYNAMIC HT  -        1668.248 (meters)    5473.24  (feet)  COMP
 OZ0436  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 OZ0436
 OZ0436  VERT ORDER  -  SECOND    CLASS 0
 OZ0436
 OZ0436.The horizontal coordinates were scaled from a topographic map and have
 OZ0436.an estimated accuracy of +/- 6 seconds.
 OZ0436
 OZ0436.The orthometric height was determined by differential leveling
 OZ0436.and adjusted by the National Geodetic Survey in June 1991..
 OZ0436
 OZ0436.The geoid height was determined by GEOID03.
 OZ0436
 OZ0436.The dynamic height is computed by dividing the NAVD 88
 OZ0436.geopotential number by the normal gravity value computed on the
 OZ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0436.degrees latitude (g = 980.6199 gals.).
 OZ0436
 OZ0436.The modeled gravity was interpolated from observed gravity values.
 OZ0436
 OZ0436;                    North         East    Units  Estimated Accuracy
 OZ0436;SPC ID W     -   186,810.      843,670.      MT  (+/- 180 meters Scaled)
 OZ0436
 OZ0436                          SUPERSEDED SURVEY CONTROL
 OZ0436
 OZ0436  NGVD 29 (??/??/92) 1668.121  (m)         5472.83   (f) ADJ UNCH    2 0
 OZ0436
 OZ0436.Superseded values are not recommended for survey control.
 OZ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0436.See file dsdata.txt to determine how the superseded data were derived.
 OZ0436
 OZ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ449009(NAD 83)
 OZ0436_MARKER: DB = BENCH MARK DISK
 OZ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0436_STAMPING: F 339 1950
 OZ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0436+STABILITY: SURFACE MOTION
 OZ0436
 OZ0436  HISTORY     - Date     Condition        Report By
 OZ0436  HISTORY     - 1950     MONUMENTED       CGS
 OZ0436
 OZ0436                          STATION DESCRIPTION
 OZ0436
 OZ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0436'15.8 MI SE FROM PINE.
 OZ0436'15.8 MILES SOUTHEAST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE
 OZ0436'AT PINE, 1.0 MILE NORTHWEST OF WILD HORSE CREEK, 0.4 MILE SOUTHEAST OF
 OZ0436'THE SUMMIT OF A HILL, 88 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 OZ0436'WASH, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.7 FEET
 OZ0436'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 OZ0436'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0236 ***********************************************************************
 PZ0236  DESIGNATION -  F 34
 PZ0236  PID         -  PZ0236
 PZ0236  STATE/COUNTY-  ID/CLARK
 PZ0236  USGS QUAD   -  SNAKY CANYON (1969)
 PZ0236
 PZ0236                         *CURRENT SURVEY CONTROL
 PZ0236  ___________________________________________________________________
 PZ0236* NAD 83(1986)-  44 02 28.     (N)    112 40 34.     (W)     SCALED    
 PZ0236* NAVD 88     -      1508.422  (meters)    4948.88   (feet)  ADJUSTED  
 PZ0236  ___________________________________________________________________
 PZ0236  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 PZ0236  DYNAMIC HT  -        1507.676 (meters)    4946.43  (feet)  COMP
 PZ0236  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 PZ0236
 PZ0236  VERT ORDER  -  SECOND    CLASS 0
 PZ0236
 PZ0236.The horizontal coordinates were scaled from a topographic map and have
 PZ0236.an estimated accuracy of +/- 6 seconds.
 PZ0236
 PZ0236.The orthometric height was determined by differential leveling
 PZ0236.and adjusted by the National Geodetic Survey in June 1991..
 PZ0236
 PZ0236.The geoid height was determined by GEOID03.
 PZ0236
 PZ0236.The dynamic height is computed by dividing the NAVD 88
 PZ0236.geopotential number by the normal gravity value computed on the
 PZ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0236.degrees latitude (g = 980.6199 gals.).
 PZ0236
 PZ0236.The modeled gravity was interpolated from observed gravity values.
 PZ0236
 PZ0236;                    North         East    Units  Estimated Accuracy
 PZ0236;SPC ID E     -   263,890.      159,170.      MT  (+/- 180 meters Scaled)
 PZ0236
 PZ0236                          SUPERSEDED SURVEY CONTROL
 PZ0236
 PZ0236  NGVD 29 (??/??/92) 1507.317  (m)         4945.26   (f) ADJ UNCH    2 0
 PZ0236
 PZ0236.Superseded values are not recommended for survey control.
 PZ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0236.See file dsdata.txt to determine how the superseded data were derived.
 PZ0236
 PZ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP657778(NAD 83)
 PZ0236_MARKER: DB = BENCH MARK DISK
 PZ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0236_STAMPING: F 34 1934
 PZ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0236+STABILITY: SURFACE MOTION
 PZ0236
 PZ0236  HISTORY     - Date     Condition        Report By
 PZ0236  HISTORY     - 1934     MONUMENTED       CGS
 PZ0236  HISTORY     - 19990601 MARK NOT FOUND   IDTD
 PZ0236
 PZ0236                          STATION DESCRIPTION
 PZ0236
 PZ0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PZ0236'28.4 MI SW FROM DUBOIS.
 PZ0236'28.4 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0236'DUBOIS, CLARK COUNTY, 2.1 MILES NORTHEAST OF THE RANCH HOUSE AT RENO
 PZ0236'RANCH, 110 FEET NORTH OF THE NORTHWEST CORNER OF A FENCE, 90 FEET
 PZ0236'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET EAST OF A 2-FOOT
 PZ0236'ROCK PILE 2 FEET HIGH AND PAINTED B.M.  A STANDARD DISK STAMPED F 34
 PZ0236'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PZ0236
 PZ0236                          STATION RECOVERY (1999)
 PZ0236
 PZ0236'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0378 ***********************************************************************
 OZ0378  DESIGNATION -  F 340
 OZ0378  PID         -  OZ0378
 OZ0378  STATE/COUNTY-  ID/ELMORE
 OZ0378  USGS QUAD   -  ATLANTA EAST (1972)
 OZ0378
 OZ0378                         *CURRENT SURVEY CONTROL
 OZ0378  ___________________________________________________________________
 OZ0378* NAD 83(1986)-  43 51 31.     (N)    115 02 00.     (W)     SCALED    
 OZ0378* NAVD 88     -      2038.293  (meters)    6687.30   (feet)  ADJUSTED  
 OZ0378  ___________________________________________________________________
 OZ0378  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 OZ0378  DYNAMIC HT  -        2036.954 (meters)    6682.91  (feet)  COMP
 OZ0378  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 OZ0378
 OZ0378  VERT ORDER  -  SECOND    CLASS 0
 OZ0378
 OZ0378.The horizontal coordinates were scaled from a topographic map and have
 OZ0378.an estimated accuracy of +/- 6 seconds.
 OZ0378
 OZ0378.The orthometric height was determined by differential leveling
 OZ0378.and adjusted by the National Geodetic Survey in June 1991..
 OZ0378
 OZ0378.The geoid height was determined by GEOID03.
 OZ0378
 OZ0378.The dynamic height is computed by dividing the NAVD 88
 OZ0378.geopotential number by the normal gravity value computed on the
 OZ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0378.degrees latitude (g = 980.6199 gals.).
 OZ0378
 OZ0378.The modeled gravity was interpolated from observed gravity values.
 OZ0378
 OZ0378;                    North         East    Units  Estimated Accuracy
 OZ0378;SPC ID W     -   243,730.      857,610.      MT  (+/- 180 meters Scaled)
 OZ0378
 OZ0378                          SUPERSEDED SURVEY CONTROL
 OZ0378
 OZ0378  NGVD 29 (??/??/92) 2036.949  (m)         6682.89   (f) ADJ UNCH    2 0
 OZ0378
 OZ0378.Superseded values are not recommended for survey control.
 OZ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0378.See file dsdata.txt to determine how the superseded data were derived.
 OZ0378
 OZ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ580580(NAD 83)
 OZ0378_MARKER: DB = BENCH MARK DISK
 OZ0378_SETTING: 80 = SET IN A BOULDER
 OZ0378_SP_SET: BOULDER
 OZ0378_STAMPING: F 340 1950
 OZ0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0378+STABILITY: SURFACE MOTION
 OZ0378
 OZ0378  HISTORY     - Date     Condition        Report By
 OZ0378  HISTORY     - 1950     MONUMENTED       CGS
 OZ0378  HISTORY     - 1972     GOOD             USGS
 OZ0378
 OZ0378                          STATION DESCRIPTION
 OZ0378
 OZ0378'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 OZ0378'4.0 MI NE FROM ATLANTA.
 OZ0378'4.0 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0378'POST OFFICE AT ATLANTA, THENCE 3.9 MILES NORTHEAST ALONG MATTINGLY
 OZ0378'CREEK TRAIL, IN A FLAT COVERED WITH BRUSH AND TREES, ABOUT 100 YARDS
 OZ0378'SOUTH OF THE SOUTH EDGE OF A LARGE ROCK SLIDE, 67 FEET NORTH OF A
 OZ0378'28-INCH FIR TREE MARKED WITH A FOREST SERVICE BLAZE, 15 FEET SOUTH OF
 OZ0378'THE NEW TRAIL AND ABOUT 7 FEET LOWER, IN THE TOP OF A 4 BY 6 FOOT GREY
 OZ0378'GRANITE BOULDER, AND MARKED WITH A PAINTED BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0468 ***********************************************************************
 NV0468  DESIGNATION -  F 3401
 NV0468  PID         -  NV0468
 NV0468  STATE/COUNTY-  ID/JEROME
 NV0468  USGS QUAD   -  JEROME (1982)
 NV0468
 NV0468                         *CURRENT SURVEY CONTROL
 NV0468  ___________________________________________________________________
 NV0468* NAD 83(1992)-  42 42 07.68019(N)    114 31 17.75780(W)     ADJUSTED  
 NV0468* NAVD 88     -      1139.934  (meters)    3739.93   (feet)  ADJUSTED  
 NV0468  ___________________________________________________________________
 NV0468  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 NV0468  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0468  DYNAMIC HT  -        1139.338 (meters)    3737.98  (feet)  COMP
 NV0468  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 NV0468
 NV0468  HORZ ORDER  -  THIRD
 NV0468  VERT ORDER  -  FIRST     CLASS II
 NV0468
 NV0468.The horizontal coordinates were established by classical geodetic methods
 NV0468.and adjusted by the National Geodetic Survey in July 1992..
 NV0468
 NV0468.The orthometric height was determined by differential leveling
 NV0468.and adjusted by the National Geodetic Survey in January 1993..
 NV0468
 NV0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0468
 NV0468.The geoid height was determined by GEOID03.
 NV0468
 NV0468.The dynamic height is computed by dividing the NAVD 88
 NV0468.geopotential number by the normal gravity value computed on the
 NV0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0468.degrees latitude (g = 980.6199 gals.).
 NV0468
 NV0468.The modeled gravity was interpolated from observed gravity values.
 NV0468
 NV0468;                    North         East     Units Scale Factor Converg.
 NV0468;SPC ID C     -   115,142.270   457,265.611   MT  0.99996983   -0 21 13.5
 NV0468;UTM  11      - 4,730,716.471   702,988.589   MT  1.00010696   +1 40 53.0
 NV0468
 NV0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0468!SPC ID C     -   0.99982364  x   0.99996983  =   0.99979348
 NV0468!UTM  11      -   0.99982364  x   1.00010696  =   0.99993059
 NV0468
 NV0468                          SUPERSEDED SURVEY CONTROL
 NV0468
 NV0468  NAD 83(1986)-  42 42 07.67868(N)    114 31 17.75529(W) AD(       ) 3
 NV0468  NAD 27      -  42 42 08.01600(N)    114 31 14.60260(W) AD(       ) 3
 NV0468  NAVD 88 (06/15/91) 1139.924  (m)         3739.90   (f) UNKNOWN     1 2
 NV0468  NGVD 29 (??/??/92) 1139.043  (m)         3737.01   (f) ADJ UNCH    2 0
 NV0468
 NV0468.Superseded values are not recommended for survey control.
 NV0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0468.See file dsdata.txt to determine how the superseded data were derived.
 NV0468
 NV0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0298930716(NAD 83)
 NV0468_MARKER: DD = SURVEY DISK
 NV0468_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NV0468_SP_SET: HEADWALL
 NV0468_STAMPING: F 3401
 NV0468_MARK LOGO: IDGS  
 NV0468_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0468+STABILITY: SURFACE MOTION
 NV0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0468+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 NV0468
 NV0468  HISTORY     - Date     Condition        Report By
 NV0468  HISTORY     - 1959     MONUMENTED       CGS
 NV0468  HISTORY     - 1959     GOOD             NGS
 NV0468  HISTORY     - 1978     GOOD             USGS
 NV0468  HISTORY     - 19920713 GOOD             NGS
 NV0468  HISTORY     - 20030426 GOOD             ORBITE
 NV0468
 NV0468                          STATION DESCRIPTION
 NV0468
 NV0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0468'STATION IS LOCATED 2.0 MILES SOUTHEAST ALONG THE OREGON SHORT
 NV0468'LINE FROM THE STATION AT JEROME, ABOUT 250 FEET SOUTHEAST OF
 NV0468'MILEPOST 46, IRRIGATION SIPHON 34.94, 19 FEET SOUTHWEST OF
 NV0468'THE CENTER LINE OF THE TRACK, AND ABOUT 6 FEET HIGHER THAN
 NV0468'THE RAIL.
 NV0468'
 NV0468'MARK IS A IDAHO GEODETIC SURVEY BRONZE DISK SET IN THE TOP
 NV0468'OF THE SOUTHWEST CONCRETE HEADWALL AND STAMPED F 3401 1934.
 NV0468
 NV0468                          STATION RECOVERY (1959)
 NV0468
 NV0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NV0468'2.0 MI SE FROM JEROME.
 NV0468'2.0 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 NV0468'STATION AT JEROME, JEROME COUNTY, ABOUT 250 FEET SOUTHEAST OF MILEPOST
 NV0468'46, AT IRRIGATION SIPHON 34.94, IN THE TOP OF THE SOUTHWEST CONCRETE
 NV0468'HEADWALL, 19 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT
 NV0468'6 FEET HIGHER THAN THE RAIL.
 NV0468
 NV0468                          STATION RECOVERY (1978)
 NV0468
 NV0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0468'2.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0468'AT JEROME, JEROME COUNTY, ABOUT 250 FEET SOUTHEAST OF MILEPOST 46, AT
 NV0468'IRRIGATION SIPHON 34.94 IN THE TOP OF THE SOUTHWEST HEADWALL, 19 FEET
 NV0468'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 6 FEET HIGHER
 NV0468'THAN THE RAIL.
 NV0468
 NV0468                          STATION RECOVERY (1992)
 NV0468
 NV0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0468'2.9 KM (1.80 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 NV0468'THE JUNCTION OF STATE HIGHWAY 25 IN JEROME, NEAR THE CENTER OF THE
 NV0468'SOUTHWEST CONCRETE HEADWALL OF A SIPHON, 0.4 KM (0.25 MI) NORTHWEST
 NV0468'OF THE INTERSECTION OF STATE HIGHWAY 79, 5.3 M (17.4 FT) SOUTHWEST OF
 NV0468'THE NEAR RAIL, AND 1.2 KM (0.75 MI) ABOVE THE LEVEL OF THE TRACK.
 NV0468
 NV0468                          STATION RECOVERY (2003)
 NV0468
 NV0468'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 NV0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0467 ***********************************************************************
 NV0467  DESIGNATION -  F 3402
 NV0467  PID         -  NV0467
 NV0467  STATE/COUNTY-  ID/JEROME
 NV0467  USGS QUAD   -  JEROME (1982)
 NV0467
 NV0467                         *CURRENT SURVEY CONTROL
 NV0467  ___________________________________________________________________
 NV0467* NAD 83(1986)-  42 41 39.     (N)    114 30 30.     (W)     SCALED    
 NV0467* NAVD 88     -      1147.402  (meters)    3764.43   (feet)  ADJUSTED  
 NV0467  ___________________________________________________________________
 NV0467  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 NV0467  DYNAMIC HT  -        1146.798 (meters)    3762.45  (feet)  COMP
 NV0467  MODELED GRAV-     980,055.3   (mgal)                       NAVD 88
 NV0467
 NV0467  VERT ORDER  -  FIRST     CLASS II
 NV0467
 NV0467.The horizontal coordinates were scaled from a topographic map and have
 NV0467.an estimated accuracy of +/- 6 seconds.
 NV0467
 NV0467.The orthometric height was determined by differential leveling
 NV0467.and adjusted by the National Geodetic Survey in January 1993..
 NV0467
 NV0467.The geoid height was determined by GEOID03.
 NV0467
 NV0467.The dynamic height is computed by dividing the NAVD 88
 NV0467.geopotential number by the normal gravity value computed on the
 NV0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0467.degrees latitude (g = 980.6199 gals.).
 NV0467
 NV0467.The modeled gravity was interpolated from observed gravity values.
 NV0467
 NV0467;                    North         East    Units  Estimated Accuracy
 NV0467;SPC ID C     -   114,250.      458,350.      MT  (+/- 180 meters Scaled)
 NV0467
 NV0467                          SUPERSEDED SURVEY CONTROL
 NV0467
 NV0467  NAVD 88 (06/15/91) 1147.413  (m)         3764.47   (f) UNKNOWN     1 2
 NV0467  NGVD 29 (??/??/92) 1146.52   (m)         3761.5    (f) COMPUTED    1 2
 NV0467
 NV0467.Superseded values are not recommended for survey control.
 NV0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0467.See file dsdata.txt to determine how the superseded data were derived.
 NV0467
 NV0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH041298(NAD 83)
 NV0467_MARKER: DD = SURVEY DISK
 NV0467_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NV0467_SP_SET: HEADWALL
 NV0467_STAMPING: F 3402
 NV0467_MARK LOGO: IDGS  
 NV0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0467+STABILITY: SURFACE MOTION
 NV0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0467+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 NV0467
 NV0467  HISTORY     - Date     Condition        Report By
 NV0467  HISTORY     - UNK      MONUMENTED       IDGS
 NV0467  HISTORY     - 1935     GOOD             NGS
 NV0467  HISTORY     - 1978     GOOD             USGS
 NV0467  HISTORY     - 19920713 GOOD             NGS
 NV0467
 NV0467                          STATION DESCRIPTION
 NV0467
 NV0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NV0467'2.8 MI SE FROM JEROME.
 NV0467'2.8 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 NV0467'STATION AT JEROME, JEROME COUNTY, AT IRRIGATION SIPHON 45.07, IN THE
 NV0467'TOP OF THE SOUTH CONCRETE HEADWALL, 18 FEET SOUTH OF THE CENTERLINE OF
 NV0467'THE TRACK, AND ABOUT 7 FEET HIGHER THAN THE RAIL.  A STATE SURVEY
 NV0467'STANDARD DISK, STAMPED F 3402.
 NV0467
 NV0467                          STATION RECOVERY (1978)
 NV0467
 NV0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0467'2.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0467'AT JEROME, JEROME COUNTY, AT IRRIGATION SIPHON 45.07, IN TOP OF THE
 NV0467'SOUTH CONCRETE HEADWALL, 18 FEET SOUTH OF THE CENTERLINE OF THE
 NV0467'TRACK, AND ABOUT 7 FEET HIGHER THE RAIL. A STATE SURVEY STANDARD
 NV0467'DISK, STAMPED F 3402.
 NV0467
 NV0467                          STATION RECOVERY (1992)
 NV0467
 NV0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0467'4.4 KM (2.75 MI)  SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 NV0467'THE JUNCTION OF STATE HIGHWAY 25 IN JEROME, IN TOP OF AND 0.6 M
 NV0467'(2.0 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A
 NV0467'SIPHON, 0.2 KM (0.10 MI) SOUTHEAST OF THE INTERSECTION OF A PAVED
 NV0467'ROAD, 5.3 M (17.4 FT) SOUTH OF THE NEAR RAIL, AND 1.8 KM (1.10 MI)
 NV0467'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0062 ***********************************************************************
 NV0062  DESIGNATION -  F 3403
 NV0062  PID         -  NV0062
 NV0062  STATE/COUNTY-  ID/JEROME
 NV0062  USGS QUAD   -  FALLS CITY (1992)
 NV0062
 NV0062                         *CURRENT SURVEY CONTROL
 NV0062  ___________________________________________________________________
 NV0062* NAD 83(1986)-  42 41 15.     (N)    114 28 56.     (W)     SCALED    
 NV0062* NAVD 88     -      1163.393  (meters)    3816.90   (feet)  ADJUSTED  
 NV0062  ___________________________________________________________________
 NV0062  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 NV0062  DYNAMIC HT  -        1162.777 (meters)    3814.88  (feet)  COMP
 NV0062  MODELED GRAV-     980,051.2   (mgal)                       NAVD 88
 NV0062
 NV0062  VERT ORDER  -  FIRST     CLASS II
 NV0062
 NV0062.The horizontal coordinates were scaled from a topographic map and have
 NV0062.an estimated accuracy of +/- 6 seconds.
 NV0062
 NV0062.The orthometric height was determined by differential leveling
 NV0062.and adjusted by the National Geodetic Survey in January 1993..
 NV0062
 NV0062.The geoid height was determined by GEOID03.
 NV0062
 NV0062.The dynamic height is computed by dividing the NAVD 88
 NV0062.geopotential number by the normal gravity value computed on the
 NV0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0062.degrees latitude (g = 980.6199 gals.).
 NV0062
 NV0062.The modeled gravity was interpolated from observed gravity values.
 NV0062
 NV0062;                    North         East    Units  Estimated Accuracy
 NV0062;SPC ID C     -   113,500.      460,480.      MT  (+/- 180 meters Scaled)
 NV0062
 NV0062                          SUPERSEDED SURVEY CONTROL
 NV0062
 NV0062  NAVD 88 (06/15/91) 1163.403  (m)         3816.93   (f) UNKNOWN     1 2
 NV0062  NGVD 29 (??/??/92) 1162.51   (m)         3814.0    (f) COMPUTED    1 2
 NV0062
 NV0062.Superseded values are not recommended for survey control.
 NV0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0062.See file dsdata.txt to determine how the superseded data were derived.
 NV0062
 NV0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH062291(NAD 83)
 NV0062_MARKER: DD = SURVEY DISK
 NV0062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NV0062_SP_SET: HEADWALL
 NV0062_STAMPING: F 3403
 NV0062_MARK LOGO: IDGS  
 NV0062_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0062+STABILITY: SURFACE MOTION
 NV0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0062+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 NV0062
 NV0062  HISTORY     - Date     Condition        Report By
 NV0062  HISTORY     - 1934     MONUMENTED       IDGS
 NV0062  HISTORY     - 1978     GOOD             USGS
 NV0062  HISTORY     - 19920713 GOOD             NGS
 NV0062
 NV0062                          STATION DESCRIPTION
 NV0062
 NV0062'DESCRIBED BY IDAHO GEODETIC SURVEY 1934
 NV0062'4.2 MI SE FROM JEROME.
 NV0062'4.2 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 NV0062'STATION AT JEROME, JEROME COUNTY, AT IRRIGATION SIPHON 43.669, IN THE
 NV0062'TOP OF THE NORTH CONCRETE HEADWALL, 27 FEET WEST OF THE CENTERLINE OF
 NV0062'A NORTH-AND-SOUTH SECTION ROAD, 18 FEET NORTH OF THE CENTERLINE OF THE
 NV0062'TRACK, AND ABOUT 4 FEET HIGHER THAN THE RAIL.  A STATE SURVEY STANDARD
 NV0062'DISK, STAMPED F 3403 1934.
 NV0062
 NV0062                          STATION RECOVERY (1978)
 NV0062
 NV0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0062'4.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0062'AT JEROME, JEROME COUNTY, AT IRRIGATION SIPHON 43.669, IN THE TOP OF
 NV0062'THE NORTH CONCRETE HEAD WALL, 27 FEET WEST OF THE CENTERLINE OF A
 NV0062'NORTH-SOUTH COUNTY ROAD, 18 FEET NORTH OF THE CENTERLINE OF THE
 NV0062'TRACK, AND ABOUT 4 FEET HIGHER THAN THE RAIL, A STATE SURVEY STANDARD
 NV0062'DISK, STAMPED F 3403.
 NV0062
 NV0062                          STATION RECOVERY (1992)
 NV0062
 NV0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0062'6.6 KM (4.10 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 NV0062'THE JUNCTION OF STATE HIGHWAY 25 IN JEROME, NEAR THE CENTER OF THE
 NV0062'NORTH CONCRETE HEADWALL OF A SIPHON, 7.0 M (23.0 FT) WEST OF THE
 NV0062'CENTER OF ROAD 200 EAST, 4.7 M (15.4 FT) NORTH OF THE NEAR RAIL, AND
 NV0062'1.2 M (3.9 FT) ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0060 ***********************************************************************
 NV0060  DESIGNATION -  F 3405
 NV0060  PID         -  NV0060
 NV0060  STATE/COUNTY-  ID/JEROME
 NV0060  USGS QUAD   -  FALLS CITY (1992)
 NV0060
 NV0060                         *CURRENT SURVEY CONTROL
 NV0060  ___________________________________________________________________
 NV0060* NAD 83(1986)-  42 40 04.     (N)    114 27 47.     (W)     SCALED    
 NV0060* NAVD 88     -      1142.919  (meters)    3749.73   (feet)  ADJUSTED  
 NV0060  ___________________________________________________________________
 NV0060  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 NV0060  DYNAMIC HT  -        1142.314 (meters)    3747.74  (feet)  COMP
 NV0060  MODELED GRAV-     980,052.6   (mgal)                       NAVD 88
 NV0060
 NV0060  VERT ORDER  -  SECOND    CLASS 0
 NV0060
 NV0060.The horizontal coordinates were scaled from a topographic map and have
 NV0060.an estimated accuracy of +/- 6 seconds.
 NV0060
 NV0060.The orthometric height was determined by differential leveling
 NV0060.and adjusted by the National Geodetic Survey in June 1991..
 NV0060
 NV0060.The geoid height was determined by GEOID03.
 NV0060
 NV0060.The dynamic height is computed by dividing the NAVD 88
 NV0060.geopotential number by the normal gravity value computed on the
 NV0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0060.degrees latitude (g = 980.6199 gals.).
 NV0060
 NV0060.The modeled gravity was interpolated from observed gravity values.
 NV0060
 NV0060;                    North         East    Units  Estimated Accuracy
 NV0060;SPC ID C     -   111,300.      462,040.      MT  (+/- 180 meters Scaled)
 NV0060
 NV0060                          SUPERSEDED SURVEY CONTROL
 NV0060
 NV0060  NGVD 29 (??/??/92) 1142.04   (m)         3746.8    (f) COMPUTED    2 0
 NV0060
 NV0060.Superseded values are not recommended for survey control.
 NV0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0060.See file dsdata.txt to determine how the superseded data were derived.
 NV0060
 NV0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH078270(NAD 83)
 NV0060_MARKER: DD = SURVEY DISK
 NV0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0060_STAMPING: F 3405
 NV0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0060+STABILITY: SURFACE MOTION
 NV0060
 NV0060  HISTORY     - Date     Condition        Report By
 NV0060  HISTORY     - UNK      MONUMENTED       IDGS
 NV0060  HISTORY     - 1934     GOOD             NGS
 NV0060  HISTORY     - 1983     GOOD             NGS
 NV0060
 NV0060                          STATION DESCRIPTION
 NV0060
 NV0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0060'6.3 MI SE FROM JEROME.
 NV0060'6.3 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 NV0060'STATION AT JEROME, JEROME COUNTY, 0.2 MILE SOUTH OF A LARGE STONE
 NV0060'FARMHOUSE, 18 FEET SOUTHWEST OF THE WEST END OF A GALVANIZED-PIPE
 NV0060'CULVERT, 24 FEET WEST OF THE CENTERLINE OF A COUNTY ROAD, AND 2 FEET
 NV0060'NORTH OF A FENCE LINE.  A STATE SURVEY STANDARD DISK, STAMPED F 3405
 NV0060'AND SET IN THE TOP OF A CONCRETE POST.
 NV0060
 NV0060                          STATION RECOVERY (1983)
 NV0060
 NV0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0060'8.5 KM (5.3 MI) SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 NV0060'THE STATION AT JEROME. THENCE 1.6 KM (1.0 MI) SOUTH ALONG 300 EAST
 NV0060'ST, 0.25 (0.15 MI) SOUTH OF A VOLCANIC ROCK HOUSE, 0.15 KM (0.1 MI)
 NV0060'NORTH OF THE INTERSECTION OF 400 SOUTH ST, 6.8 M (22.5 FT) WEST
 NV0060'CENTERLINE ST, 9.0 M (29.5 FT) NORTH CENTERLINE OF A PRIVATE DRIVEWAY
 NV0060'TO A ONE STORY FRAME HOUSE, 4.2 M (14.0 FT) EAST OF THE EAST EDGE OF
 NV0060'A PRIVATE TENNIS COURT ,3.2 M (10.5 FT) NORTH OF A POWER POLE BEARING
 NV0060'A TRANSFORMER, 1.2 M (4.0 FT) EAST OF A WOODEN PLANK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0057 ***********************************************************************
 NV0057  DESIGNATION -  F 3407
 NV0057  PID         -  NV0057
 NV0057  STATE/COUNTY-  ID/JEROME
 NV0057  USGS QUAD   -  TWIN FALLS (1992)
 NV0057
 NV0057                         *CURRENT SURVEY CONTROL
 NV0057  ___________________________________________________________________
 NV0057* NAD 83(1986)-  42 36 49.     (N)    114 27 35.     (W)     SCALED    
 NV0057* NAVD 88     -      1112.184  (meters)    3648.89   (feet)  ADJUSTED  
 NV0057  ___________________________________________________________________
 NV0057  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0057  DYNAMIC HT  -        1111.602 (meters)    3646.98  (feet)  COMP
 NV0057  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 NV0057
 NV0057  VERT ORDER  -  SECOND    CLASS 0
 NV0057
 NV0057.The horizontal coordinates were scaled from a topographic map and have
 NV0057.an estimated accuracy of +/- 6 seconds.
 NV0057
 NV0057.The orthometric height was determined by differential leveling
 NV0057.and adjusted by the National Geodetic Survey in June 1991..
 NV0057
 NV0057.The geoid height was determined by GEOID03.
 NV0057
 NV0057.The dynamic height is computed by dividing the NAVD 88
 NV0057.geopotential number by the normal gravity value computed on the
 NV0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0057.degrees latitude (g = 980.6199 gals.).
 NV0057
 NV0057.The modeled gravity was interpolated from observed gravity values.
 NV0057
 NV0057;                    North         East    Units  Estimated Accuracy
 NV0057;SPC ID C     -   105,280.      462,280.      MT  (+/- 180 meters Scaled)
 NV0057
 NV0057                          SUPERSEDED SURVEY CONTROL
 NV0057
 NV0057  NGVD 29 (??/??/92) 1111.308  (m)         3646.02   (f) ADJ UNCH    2 0
 NV0057
 NV0057.Superseded values are not recommended for survey control.
 NV0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0057.See file dsdata.txt to determine how the superseded data were derived.
 NV0057
 NV0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH083210(NAD 83)
 NV0057_MARKER: DD = SURVEY DISK
 NV0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0057_STAMPING: F 3407 1934
 NV0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0057+STABILITY: SURFACE MOTION
 NV0057
 NV0057  HISTORY     - Date     Condition        Report By
 NV0057  HISTORY     - 1934     MONUMENTED       IDGS
 NV0057  HISTORY     - 1959     GOOD             NGS
 NV0057
 NV0057                          STATION DESCRIPTION
 NV0057
 NV0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NV0057'4.8 MI NW FROM TWIN FALLS.
 NV0057'4.3 MILES NORTH ON U.S. HIGHWAY 93 FROM THE RAILROAD DEPOT AT TWIN
 NV0057'FALLS TO THE JUNCTION OF STATE HIGHWAY 79, THENCE 0.5 MILE NORTHWEST
 NV0057'ON STATE HIGHWAY 79.  ABOUT 420 FEET WEST OF THE HIGHWAY, SET IN THE
 NV0057'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0056 ***********************************************************************
 NV0056  DESIGNATION -  F 3408
 NV0056  PID         -  NV0056
 NV0056  STATE/COUNTY-  ID/JEROME
 NV0056  USGS QUAD   -  TWIN FALLS (1992)
 NV0056
 NV0056                         *CURRENT SURVEY CONTROL
 NV0056  ___________________________________________________________________
 NV0056* NAD 83(1986)-  42 36 08.     (N)    114 27 12.     (W)     SCALED    
 NV0056* NAVD 88     -      1096.063  (meters)    3596.00   (feet)  ADJUSTED  
 NV0056  ___________________________________________________________________
 NV0056  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0056  DYNAMIC HT  -        1095.489 (meters)    3594.12  (feet)  COMP
 NV0056  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 NV0056
 NV0056  VERT ORDER  -  SECOND    CLASS 0
 NV0056
 NV0056.The horizontal coordinates were scaled from a topographic map and have
 NV0056.an estimated accuracy of +/- 6 seconds.
 NV0056
 NV0056.The orthometric height was determined by differential leveling
 NV0056.and adjusted by the National Geodetic Survey in June 1991..
 NV0056.WARNING-Repeat measurements at this control monument indicate possible
 NV0056.vertical movement.
 NV0056
 NV0056.The geoid height was determined by GEOID03.
 NV0056
 NV0056.The dynamic height is computed by dividing the NAVD 88
 NV0056.geopotential number by the normal gravity value computed on the
 NV0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0056.degrees latitude (g = 980.6199 gals.).
 NV0056
 NV0056.The modeled gravity was interpolated from observed gravity values.
 NV0056
 NV0056;                    North         East    Units  Estimated Accuracy
 NV0056;SPC ID C     -   104,010.      462,800.      MT  (+/- 180 meters Scaled)
 NV0056
 NV0056                          SUPERSEDED SURVEY CONTROL
 NV0056
 NV0056  NGVD 29 (??/??/92) 1095.193  (m)         3593.15   (f) ADJ UNCH    2 0
 NV0056
 NV0056.Superseded values are not recommended for survey control.
 NV0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0056.See file dsdata.txt to determine how the superseded data were derived.
 NV0056
 NV0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH089197(NAD 83)
 NV0056_MARKER: DD = SURVEY DISK
 NV0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0056_SP_SET: ABUTMENT
 NV0056_STAMPING: F 3408 1934
 NV0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0056
 NV0056  HISTORY     - Date     Condition        Report By
 NV0056  HISTORY     - 1934     MONUMENTED       IDGS
 NV0056  HISTORY     - 1959     GOOD             NGS
 NV0056  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0056
 NV0056                          STATION DESCRIPTION
 NV0056
 NV0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NV0056'4.0 MI NW FROM TWIN FALLS.
 NV0056'IN JEROME COUNTY, 4.0 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE
 NV0056'OREGON SHORT LINE RAILROAD STATION AT TWIN FALLS, TWIN FALLS COUNTY,
 NV0056'AT THE NORTH END OF THE TWIN FALLS-JEROME BRIDGE OVER SNAKE RIVER, IN
 NV0056'THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT, 39 INCHES
 NV0056'LOWER THAN THE SURFACE OF THE BRIDGE FLOOR, AND 16 INCHES WEST OF THE
 NV0056'WEST RAILING.
 NV0056
 NV0056                          STATION RECOVERY (1983)
 NV0056
 NV0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0056'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0055 ***********************************************************************
 NV0055  DESIGNATION -  F 3409
 NV0055  PID         -  NV0055
 NV0055  STATE/COUNTY-  ID/TWIN FALLS
 NV0055  USGS QUAD   -  TWIN FALLS (1992)
 NV0055
 NV0055                         *CURRENT SURVEY CONTROL
 NV0055  ___________________________________________________________________
 NV0055* NAD 83(1992)-  42 35 55.62354(N)    114 27 16.14238(W)     ADJUSTED  
 NV0055* NAVD 88     -      1096.459  (meters)    3597.30   (feet)  ADJUSTED  
 NV0055  ___________________________________________________________________
 NV0055  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 NV0055  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0055  DYNAMIC HT  -        1095.884 (meters)    3595.41  (feet)  COMP
 NV0055  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 NV0055
 NV0055  HORZ ORDER  -  SECOND
 NV0055  VERT ORDER  -  FIRST     CLASS II
 NV0055
 NV0055.The horizontal coordinates were established by classical geodetic methods
 NV0055.and adjusted by the National Geodetic Survey in July 1992..
 NV0055
 NV0055.The orthometric height was determined by differential leveling
 NV0055.and adjusted by the National Geodetic Survey in June 1991..
 NV0055.WARNING-Repeat measurements at this control monument indicate possible
 NV0055.vertical movement.
 NV0055
 NV0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0055
 NV0055.The geoid height was determined by GEOID03.
 NV0055
 NV0055.The dynamic height is computed by dividing the NAVD 88
 NV0055.geopotential number by the normal gravity value computed on the
 NV0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0055.degrees latitude (g = 980.6199 gals.).
 NV0055
 NV0055.The modeled gravity was interpolated from observed gravity values.
 NV0055
 NV0055;                    North         East     Units Scale Factor Converg.
 NV0055;SPC ID C     -   103,630.450   462,702.655   MT  0.99996448   -0 18 27.5
 NV0055;UTM  11      - 4,719,403.046   708,831.531   MT  1.00013658   +1 43 24.9
 NV0055
 NV0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0055!SPC ID C     -   0.99983046  x   0.99996448  =   0.99979494
 NV0055!UTM  11      -   0.99983046  x   1.00013658  =   0.99996702
 NV0055
 NV0055                          SUPERSEDED SURVEY CONTROL
 NV0055
 NV0055  NAD 83(1986)-  42 35 55.62187(N)    114 27 16.13961(W) AD(       ) 2
 NV0055  NAD 27      -  42 35 55.95200(N)    114 27 13.00100(W) AD(       ) 2
 NV0055  NGVD 29 (??/??/92) 1095.580  (m)         3594.42   (f) ADJ UNCH    2 0
 NV0055
 NV0055.Superseded values are not recommended for survey control.
 NV0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0055.See file dsdata.txt to determine how the superseded data were derived.
 NV0055
 NV0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0883219403(NAD 83)
 NV0055_MARKER: DD = SURVEY DISK
 NV0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0055_SP_SET: ABUTMENT
 NV0055_STAMPING: F 3409 1934
 NV0055_MARK LOGO: IDGS  
 NV0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0055+STABILITY: POSITION/ELEVATION WELL
 NV0055
 NV0055  HISTORY     - Date     Condition        Report By
 NV0055  HISTORY     - 1946     MONUMENTED       CGS
 NV0055  HISTORY     - 1959     GOOD             NGS
 NV0055  HISTORY     - 1978     GOOD             NGS
 NV0055  HISTORY     - 1983     GOOD             NGS
 NV0055
 NV0055                          STATION DESCRIPTION
 NV0055
 NV0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0055'SEE STATION BRIDGE
 NV0055
 NV0055                          STATION RECOVERY (1959)
 NV0055
 NV0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NV0055'3.8 MI NW FROM TWIN FALLS.
 NV0055'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE OREGON SHORT LINE
 NV0055'RAILROAD STATION AT TWIN FALLS, TWIN FALLS COUNTY, AT THE SOUTH END OF
 NV0055'THE TWIN FALLS-JEROME BRIDGE, IN THE TOP OF THE WEST END OF THE SOUTH
 NV0055'CONCRETE ABUTMENT, 27 INCHES LOWER THAN THE SURFACE OF THE BRIDGE
 NV0055'FLOOR, AND 20 INCHES WEST OF A RAILING.
 NV0055
 NV0055                          STATION RECOVERY (1978)
 NV0055
 NV0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NV0055'REACHED FROM THE TWIN FALL POST OFFICE BY GOING NORTH ON THIRD STREET
 NV0055'NORTH FOR 0.1 MILE TO SECOND STREET NORTH, TURN LEFT, AND GO WEST ON
 NV0055'SECOND STREET NORTH FOR 0.4 MILE TO THE JUNCTION WITH US HIGHWAY 93,
 NV0055'TURN RIGHT, AND GO EAST, AND NORTH ON US HIGHWAY 93 FOR 3.3 MILES TO
 NV0055'THE ENTRANCE TO THE VIEW POINT ON THE LEFT, TURN LEFT, AND GO
 NV0055'NORTHWEST FOR 0.2 MILE TO THE SOUTH RIM OF THE CANYON, AND THE BENCH
 NV0055'MARK CEMENTED IN A DRILL HOLE AT THE WEST END OF THE SOUTH CONCRETE
 NV0055'ABUTMENT OF THE FORMER BRIDGE, 208 FEET EAST OF TRIANGULATION STATION
 NV0055'BRIDGE 1946, 35 FEET WEST OF THE PRESENT BRIDGE, 30 FEET NORTHEAST OF
 NV0055'THE NORTHEAST CORNER OF THE INFORMATION PLAQUE, 5 FEET NORTH OF THE
 NV0055'PARAPET, AND 10-INCHES SOUTHEAST OF THE NORTHWEST CORNER OF THE
 NV0055'ABUTMENT.
 NV0055
 NV0055                          STATION RECOVERY (1983)
 NV0055
 NV0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0055'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.25 KM
 NV0055'(2.65 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 NV0055'HIGHWAY 74 AT TWIN FALLS, IN TOP OF AND 0.3 METER (1 FT) EAST OF THE
 NV0055'WEST END OF THE ABANDONED BRIDGE ABUTMENT ON THE SOUTH RIM OF THE
 NV0055'SNAKE RIVER GORGE, AT THE SCENIC OVERLOOK AREA, 91.3 METERS (299.5 FT)
 NV0055'NORTH OF MILEPOST 50, 15.8 METERS (52 FT) WEST OF THE CENTERLINE OF
 NV0055'THE SOUTH BOUND LANES, 63.5 METERS (208.5 FT) EAST OF TRIANGULATION
 NV0055'STATION BRIDGE, 27.7 METERS (91 FT) NORTH-NORTHWEST OF THE NORTHWEST
 NV0055'CORNER OF THE SOUTH ABUTMENT FOR THE STEEL ARCH BRIDGE OVER THE CANYON
 NV0055'AND 1.5 METERS (5 FT) NORTH OF THE OVERLOOK ROCK WALL.
 NV0055'THE MARK IS 6.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0291 ***********************************************************************
 NT0291  DESIGNATION -  F 341
 NT0291  PID         -  NT0291
 NT0291  STATE/COUNTY-  ID/FRANKLIN
 NT0291  USGS QUAD   -  RIVERDALE (1980)
 NT0291
 NT0291                         *CURRENT SURVEY CONTROL
 NT0291  ___________________________________________________________________
 NT0291* NAD 83(1986)-  42 10 07.     (N)    111 49 01.     (W)     SCALED    
 NT0291* NAVD 88     -      1427.920  (meters)    4684.77   (feet)  ADJUSTED  
 NT0291  ___________________________________________________________________
 NT0291  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 NT0291  DYNAMIC HT  -        1426.964 (meters)    4681.63  (feet)  COMP
 NT0291  MODELED GRAV-     979,903.0   (mgal)                       NAVD 88
 NT0291
 NT0291  VERT ORDER  -  SECOND    CLASS 0
 NT0291
 NT0291.The horizontal coordinates were scaled from a topographic map and have
 NT0291.an estimated accuracy of +/- 6 seconds.
 NT0291
 NT0291.The orthometric height was determined by differential leveling
 NT0291.and adjusted by the National Geodetic Survey in June 1991..
 NT0291
 NT0291.The geoid height was determined by GEOID03.
 NT0291
 NT0291.The dynamic height is computed by dividing the NAVD 88
 NT0291.geopotential number by the normal gravity value computed on the
 NT0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0291.degrees latitude (g = 980.6199 gals.).
 NT0291
 NT0291.The modeled gravity was interpolated from observed gravity values.
 NT0291
 NT0291;                    North         East    Units  Estimated Accuracy
 NT0291;SPC ID E     -    55,810.      228,900.      MT  (+/- 180 meters Scaled)
 NT0291
 NT0291                          SUPERSEDED SURVEY CONTROL
 NT0291
 NT0291  NGVD 29 (??/??/92) 1426.895  (m)         4681.40   (f) ADJ UNCH    2 0
 NT0291
 NT0291.Superseded values are not recommended for survey control.
 NT0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0291.See file dsdata.txt to determine how the superseded data were derived.
 NT0291
 NT0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM325688(NAD 83)
 NT0291_MARKER: DB = BENCH MARK DISK
 NT0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0291_STAMPING: F 341 1951
 NT0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0291+STABILITY: SURFACE MOTION
 NT0291
 NT0291  HISTORY     - Date     Condition        Report By
 NT0291  HISTORY     - 1951     MONUMENTED       CGS
 NT0291  HISTORY     - 1971     GOOD             USGS
 NT0291
 NT0291                          STATION DESCRIPTION
 NT0291
 NT0291'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0291'1.0 MI N FROM PRESTON.
 NT0291'1 MILE NORTH ALONG U. S. HIGHWAY 91 FROM THE COURT HOUSE AT PRESTON,
 NT0291'THENCE 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 34, THENCE 1.4 MILE
 NT0291'NORTHEAST ALONG ASPHALT ROAD, AT A POINT WHERE A POWER LINE CROSSES
 NT0291'OVER THE ROAD, AT THE JUNCTION OF TWO DIRT ROAD LEADING EAST TO A
 NT0291'GRAVEL PIT, 28 FEET NORTHEAST OF THE CENTER LINE OF THE NORTH EASTERLY
 NT0291'DIRT ROAD, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE ASPHALT ROAD, 3
 NT0291'1/2 FEET NORTH OF AN OLD POWER LINE POLE, 0.8 FOOT NORTHEAST OF A
 NT0291'FENCE, 2.3 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 NT0291'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 NT0291'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0052 ***********************************************************************
 NV0052  DESIGNATION -  F 3410
 NV0052  PID         -  NV0052
 NV0052  STATE/COUNTY-  ID/TWIN FALLS
 NV0052  USGS QUAD   -  TWIN FALLS (1992)
 NV0052
 NV0052                         *CURRENT SURVEY CONTROL
 NV0052  ___________________________________________________________________
 NV0052* NAD 83(1986)-  42 35 31.     (N)    114 27 36.     (W)     SCALED    
 NV0052* NAVD 88     -      1111.355  (meters)    3646.17   (feet)  ADJUSTED  
 NV0052  ___________________________________________________________________
 NV0052  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 NV0052  DYNAMIC HT  -        1110.771 (meters)    3644.25  (feet)  COMP
 NV0052  MODELED GRAV-     980,057.5   (mgal)                       NAVD 88
 NV0052
 NV0052  VERT ORDER  -  SECOND    CLASS 0
 NV0052
 NV0052.The horizontal coordinates were scaled from a topographic map and have
 NV0052.an estimated accuracy of +/- 6 seconds.
 NV0052
 NV0052.The orthometric height was determined by differential leveling
 NV0052.and adjusted by the National Geodetic Survey in June 1991..
 NV0052
 NV0052.The geoid height was determined by GEOID03.
 NV0052
 NV0052.The dynamic height is computed by dividing the NAVD 88
 NV0052.geopotential number by the normal gravity value computed on the
 NV0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0052.degrees latitude (g = 980.6199 gals.).
 NV0052
 NV0052.The modeled gravity was interpolated from observed gravity values.
 NV0052
 NV0052;                    North         East    Units  Estimated Accuracy
 NV0052;SPC ID C     -   102,870.      462,250.      MT  (+/- 180 meters Scaled)
 NV0052
 NV0052                          SUPERSEDED SURVEY CONTROL
 NV0052
 NV0052  NGVD 29 (??/??/92) 1110.474  (m)         3643.28   (f) ADJ UNCH    2 0
 NV0052
 NV0052.Superseded values are not recommended for survey control.
 NV0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0052.See file dsdata.txt to determine how the superseded data were derived.
 NV0052
 NV0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH084186(NAD 83)
 NV0052_MARKER: DD = SURVEY DISK
 NV0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0052_STAMPING: F 3410
 NV0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0052+STABILITY: SURFACE MOTION
 NV0052
 NV0052  HISTORY     - Date     Condition        Report By
 NV0052  HISTORY     - UNK      MONUMENTED       IDGS
 NV0052  HISTORY     - 1934     GOOD             NGS
 NV0052  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0052  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0052
 NV0052                          STATION DESCRIPTION
 NV0052
 NV0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0052'3.2 MI NW FROM TWIN FALLS.
 NV0052'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 93 FROM THE OREGON SHORT LINE
 NV0052'RAILROAD STATION AT TWIN FALLS, TWIN FALLS COUNTY, ABOUT 2000 FEET
 NV0052'SOUTH OF THE SOUTH END OF THE TWIN FALLS-JEROME BRIDGE, 48 FEET
 NV0052'SOUTHEAST OF THE INTERSECTION OF AN EAST-AND-WEST ROAD, AND 27 FEET
 NV0052'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 NV0052'STAMPED F 3410 AND SET IN THE TOP OF A CONCRETE POST.
 NV0052
 NV0052                          STATION RECOVERY (1978)
 NV0052
 NV0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0052'MARK NOT FOUND.
 NV0052
 NV0052                          STATION RECOVERY (1983)
 NV0052
 NV0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0052'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0048 ***********************************************************************
 NV0048  DESIGNATION -  F 3411
 NV0048  PID         -  NV0048
 NV0048  STATE/COUNTY-  ID/TWIN FALLS
 NV0048  USGS QUAD   -  TWIN FALLS (1992)
 NV0048
 NV0048                         *CURRENT SURVEY CONTROL
 NV0048  ___________________________________________________________________
 NV0048* NAD 83(1986)-  42 34 40.     (N)    114 27 38.     (W)     SCALED    
 NV0048* NAVD 88     -      1125.909  (meters)    3693.92   (feet)  ADJUSTED  
 NV0048  ___________________________________________________________________
 NV0048  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 NV0048  DYNAMIC HT  -        1125.315 (meters)    3691.97  (feet)  COMP
 NV0048  MODELED GRAV-     980,054.5   (mgal)                       NAVD 88
 NV0048
 NV0048  VERT ORDER  -  SECOND    CLASS 0
 NV0048
 NV0048.The horizontal coordinates were scaled from a topographic map and have
 NV0048.an estimated accuracy of +/- 6 seconds.
 NV0048
 NV0048.The orthometric height was determined by differential leveling
 NV0048.and adjusted by the National Geodetic Survey in June 1991..
 NV0048
 NV0048.The geoid height was determined by GEOID03.
 NV0048
 NV0048.The dynamic height is computed by dividing the NAVD 88
 NV0048.geopotential number by the normal gravity value computed on the
 NV0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0048.degrees latitude (g = 980.6199 gals.).
 NV0048
 NV0048.The modeled gravity was interpolated from observed gravity values.
 NV0048
 NV0048;                    North         East    Units  Estimated Accuracy
 NV0048;SPC ID C     -   101,300.      462,190.      MT  (+/- 180 meters Scaled)
 NV0048
 NV0048                          SUPERSEDED SURVEY CONTROL
 NV0048
 NV0048  NGVD 29 (??/??/92) 1125.026  (m)         3691.02   (f) ADJ UNCH    2 0
 NV0048
 NV0048.Superseded values are not recommended for survey control.
 NV0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0048.See file dsdata.txt to determine how the superseded data were derived.
 NV0048
 NV0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH084170(NAD 83)
 NV0048_MARKER: DD = SURVEY DISK
 NV0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0048_SP_SET: SIPHON
 NV0048_STAMPING: F 3411
 NV0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0048
 NV0048  HISTORY     - Date     Condition        Report By
 NV0048  HISTORY     - UNK      MONUMENTED       IDGS
 NV0048  HISTORY     - 1934     GOOD             NGS
 NV0048  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0048  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0048
 NV0048                          STATION DESCRIPTION
 NV0048
 NV0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0048'2.2 MI N FROM TWIN FALLS.
 NV0048'2.2 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE OREGON SHORT LINE
 NV0048'RAILROAD STATION AT TWIN FALLS, TWIN FALLS COUNTY, AT WATERS CORNER,
 NV0048'27 FEET NORTH OF THE EAST-AND-WEST ROAD LEADING TO SHOSHONE FALLS, IN
 NV0048'THE TOP OF THE WEST CONCRETE HEADWALL OF AN IRRIGATION-DITCH SIPHON,
 NV0048'AND 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STATE SURVEY
 NV0048'STANDARD DISK, STAMPED F 3411.
 NV0048
 NV0048                          STATION RECOVERY (1978)
 NV0048
 NV0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0048'MARK NOT FOUND.
 NV0048
 NV0048                          STATION RECOVERY (1983)
 NV0048
 NV0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0048'AFTER PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NV0048'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0040 ***********************************************************************
 NV0040  DESIGNATION -  F 3413
 NV0040  PID         -  NV0040
 NV0040  STATE/COUNTY-  ID/TWIN FALLS
 NV0040  USGS QUAD   -  TWIN FALLS (1992)
 NV0040
 NV0040                         *CURRENT SURVEY CONTROL
 NV0040  ___________________________________________________________________
 NV0040* NAD 83(1986)-  42 33 31.     (N)    114 27 59.     (W)     SCALED    
 NV0040* NAVD 88     -      1137.961  (meters)    3733.46   (feet)  ADJUSTED  
 NV0040  ___________________________________________________________________
 NV0040  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 NV0040  DYNAMIC HT  -        1137.354 (meters)    3731.47  (feet)  COMP
 NV0040  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 NV0040
 NV0040  VERT ORDER  -  SECOND    CLASS 0
 NV0040
 NV0040.The horizontal coordinates were scaled from a topographic map and have
 NV0040.an estimated accuracy of +/- 6 seconds.
 NV0040
 NV0040.The orthometric height was determined by differential leveling
 NV0040.and adjusted by the National Geodetic Survey in June 1991..
 NV0040
 NV0040.The geoid height was determined by GEOID03.
 NV0040
 NV0040.The dynamic height is computed by dividing the NAVD 88
 NV0040.geopotential number by the normal gravity value computed on the
 NV0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0040.degrees latitude (g = 980.6199 gals.).
 NV0040
 NV0040.The modeled gravity was interpolated from observed gravity values.
 NV0040
 NV0040;                    North         East    Units  Estimated Accuracy
 NV0040;SPC ID C     -    99,170.      461,700.      MT  (+/- 180 meters Scaled)
 NV0040
 NV0040                          SUPERSEDED SURVEY CONTROL
 NV0040
 NV0040  NGVD 29 (??/??/92) 1137.074  (m)         3730.55   (f) ADJ UNCH    2 0
 NV0040
 NV0040.Superseded values are not recommended for survey control.
 NV0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0040.See file dsdata.txt to determine how the superseded data were derived.
 NV0040
 NV0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH079149(NAD 83)
 NV0040_MARKER: DD = SURVEY DISK
 NV0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0040_STAMPING: F 3413
 NV0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0040+STABILITY: SURFACE MOTION
 NV0040
 NV0040  HISTORY     - Date     Condition        Report By
 NV0040  HISTORY     - UNK      MONUMENTED       IDGS
 NV0040  HISTORY     - 1934     GOOD             NGS
 NV0040  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0040  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0040
 NV0040                          STATION DESCRIPTION
 NV0040
 NV0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0040'IN TWIN FALLS.
 NV0040'AT TWIN FALLS, TWIN FALLS COUNTY, AT THE COUNTY COURTHOUSE, 20 FEET
 NV0040'WEST OF THE WEST CURB ON SHOSHONE STREET, 2 FEET WEST OF THE SIDEWALK,
 NV0040'AND AT THE NORTHEAST CORNER OF THE LAWN.  A STATE SURVEY STANDARD
 NV0040'DISK, STAMPED F 3413 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 NV0040'THE GROUND.
 NV0040
 NV0040                          STATION RECOVERY (1978)
 NV0040
 NV0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0040'MARK NOT FOUND.
 NV0040
 NV0040                          STATION RECOVERY (1983)
 NV0040
 NV0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0040'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NV0040'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0037 ***********************************************************************
 NV0037  DESIGNATION -  F 3414
 NV0037  PID         -  NV0037
 NV0037  STATE/COUNTY-  ID/TWIN FALLS
 NV0037  USGS QUAD   -  TWIN FALLS (1992)
 NV0037
 NV0037                         *CURRENT SURVEY CONTROL
 NV0037  ___________________________________________________________________
 NV0037* NAD 83(1986)-  42 33 07.     (N)    114 28 31.     (W)     SCALED    
 NV0037* NAVD 88     -      1142.502  (meters)    3748.36   (feet)  ADJUSTED  
 NV0037  ___________________________________________________________________
 NV0037  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 NV0037  DYNAMIC HT  -        1141.891 (meters)    3746.35  (feet)  COMP
 NV0037  MODELED GRAV-     980,046.7   (mgal)                       NAVD 88
 NV0037
 NV0037  VERT ORDER  -  SECOND    CLASS 0
 NV0037
 NV0037.The horizontal coordinates were scaled from a topographic map and have
 NV0037.an estimated accuracy of +/- 6 seconds.
 NV0037
 NV0037.The orthometric height was determined by differential leveling
 NV0037.and adjusted by the National Geodetic Survey in June 1991..
 NV0037
 NV0037.The geoid height was determined by GEOID03.
 NV0037
 NV0037.The dynamic height is computed by dividing the NAVD 88
 NV0037.geopotential number by the normal gravity value computed on the
 NV0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0037.degrees latitude (g = 980.6199 gals.).
 NV0037
 NV0037.The modeled gravity was interpolated from observed gravity values.
 NV0037
 NV0037;                    North         East    Units  Estimated Accuracy
 NV0037;SPC ID C     -    98,440.      460,970.      MT  (+/- 180 meters Scaled)
 NV0037
 NV0037                          SUPERSEDED SURVEY CONTROL
 NV0037
 NV0037  NGVD 29 (??/??/92) 1141.615  (m)         3745.45   (f) ADJ UNCH    2 0
 NV0037
 NV0037.Superseded values are not recommended for survey control.
 NV0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0037.See file dsdata.txt to determine how the superseded data were derived.
 NV0037
 NV0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH072141(NAD 83)
 NV0037_MARKER: DD = SURVEY DISK
 NV0037_SETTING: 0 = UNSPECIFIED SETTING
 NV0037_STAMPING: F 3413 1934
 NV0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0037
 NV0037  HISTORY     - Date     Condition        Report By
 NV0037  HISTORY     - 1934     MONUMENTED       IDGS
 NV0037  HISTORY     - 1958     MARK NOT FOUND   NGS
 NV0037  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0037
 NV0037                          STATION DESCRIPTION
 NV0037
 NV0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NV0037'IN TWIN FALLS.
 NV0037'A POINT 138 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION AND
 NV0037'IN LINE WITH THE EAST CURB OF SHOSHONE STREET IS NOW IN A PAVED AREA
 NV0037'OF THE CROSSING.  NOTE-- UNDER 1 FOOT OF PAVEMENT.
 NV0037
 NV0037                          STATION RECOVERY (1978)
 NV0037
 NV0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0036 ***********************************************************************
 NV0036  DESIGNATION -  F 3415
 NV0036  PID         -  NV0036
 NV0036  STATE/COUNTY-  ID/TWIN FALLS
 NV0036  USGS QUAD   -  TWIN FALLS (1992)
 NV0036
 NV0036                         *CURRENT SURVEY CONTROL
 NV0036  ___________________________________________________________________
 NV0036* NAD 83(1986)-  42 33 10.     (N)    114 29 16.     (W)     SCALED    
 NV0036* NAVD 88     -      1141.290  (meters)    3744.38   (feet)  ADJUSTED  
 NV0036  ___________________________________________________________________
 NV0036  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 NV0036  DYNAMIC HT  -        1140.678 (meters)    3742.37  (feet)  COMP
 NV0036  MODELED GRAV-     980,045.7   (mgal)                       NAVD 88
 NV0036
 NV0036  VERT ORDER  -  FIRST     CLASS II
 NV0036
 NV0036.The horizontal coordinates were scaled from a topographic map and have
 NV0036.an estimated accuracy of +/- 6 seconds.
 NV0036
 NV0036.The orthometric height was determined by differential leveling
 NV0036.and adjusted by the National Geodetic Survey in June 1991..
 NV0036
 NV0036.The geoid height was determined by GEOID03.
 NV0036
 NV0036.The dynamic height is computed by dividing the NAVD 88
 NV0036.geopotential number by the normal gravity value computed on the
 NV0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0036.degrees latitude (g = 980.6199 gals.).
 NV0036
 NV0036.The modeled gravity was interpolated from observed gravity values.
 NV0036
 NV0036;                    North         East    Units  Estimated Accuracy
 NV0036;SPC ID C     -    98,540.      459,940.      MT  (+/- 180 meters Scaled)
 NV0036
 NV0036                          SUPERSEDED SURVEY CONTROL
 NV0036
 NV0036.No superseded survey control is available for this station.
 NV0036
 NV0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH062142(NAD 83)
 NV0036_MARKER: DD = SURVEY DISK
 NV0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0036_STAMPING: F 3415
 NV0036_MARK LOGO: IDGS  
 NV0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0036+STABILITY: SURFACE MOTION
 NV0036
 NV0036  HISTORY     - Date     Condition        Report By
 NV0036  HISTORY     - UNK      MONUMENTED       IDGS
 NV0036  HISTORY     - 1958     GOOD             NGS
 NV0036  HISTORY     - 1978     GOOD             USGS
 NV0036  HISTORY     - 1983     GOOD             NGS
 NV0036
 NV0036                          STATION DESCRIPTION
 NV0036
 NV0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NV0036'0.7 MI W FROM TWIN FALLS.
 NV0036'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0036'TWIN FALLS, 5 FEET NORTHWEST OF THE NORTHWEST RAIL OF A TRACK, 5 FEET
 NV0036'SOUTHEAST OF THE SOUTHEAST RAIL OF A TRACK, 242 FEET NORTH OF THE
 NV0036'NORTH CORNER OF A ROUNDHOUSE, 86 FEET SOUTH-SOUTHEAST OF THE EAST
 NV0036'CORNER OF THE CONCRETE FOUNDATION OF A SCRAP IRON BAILER, 68 FEET
 NV0036'SOUTH OF THE THIRD POLE SOUTHWEST OF A TRACK JUNCTION, ABOUT LEVEL
 NV0036'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 NV0036'INCH ABOVE THE GROUND.
 NV0036
 NV0036                          STATION RECOVERY (1978)
 NV0036
 NV0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0036'TWIN FALLS COUNTY COURTHOUSE. 0.7 MI SW ON SHOSHONE ST. THENCE 0.55
 NV0036'MI W ALONG THE UNION PACIFIC RR. THENCE ABOUT 0.1 MI SW ALONG THE Y
 NV0036'FORK OF THE TRACK. 9 1/2 RAILS WEST OF THE NW CORNER OF THE CONCRETE
 NV0036'RR LOADING DOCK OF A SIDE TRACK TO THE NEWLY CONSTRUCTED COLD STORAGE
 NV0036'WAREHOUSE. THENCE 25 FT NW OF THE CENTER OF THE SIDE TRACK. BETWEEN
 NV0036'TWO SETS OF TRACKS. 5 FT NW OF THE MAIN TRACK. 5 FT SE OF ANOTHER
 NV0036'SIDING. STANDARD IGS TABLET STAMPED F 3415.
 NV0036
 NV0036                          STATION RECOVERY (1983)
 NV0036
 NV0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0466 ***********************************************************************
 NV0466  DESIGNATION -  F 3416
 NV0466  PID         -  NV0466
 NV0466  STATE/COUNTY-  ID/TWIN FALLS
 NV0466  USGS QUAD   -  FILER (1992)
 NV0466
 NV0466                         *CURRENT SURVEY CONTROL
 NV0466  ___________________________________________________________________
 NV0466* NAD 83(1992)-  42 33 27.26704(N)    114 31 49.61849(W)     ADJUSTED  
 NV0466* NAVD 88     -      1146.324  (meters)    3760.90   (feet)  ADJUSTED  
 NV0466  ___________________________________________________________________
 NV0466  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 NV0466  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 NV0466  DYNAMIC HT  -        1145.710 (meters)    3758.88  (feet)  COMP
 NV0466  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 NV0466
 NV0466  HORZ ORDER  -  SECOND
 NV0466  VERT ORDER  -  SECOND    CLASS 0
 NV0466
 NV0466.The horizontal coordinates were established by classical geodetic methods
 NV0466.and adjusted by the National Geodetic Survey in July 1992..
 NV0466
 NV0466.The orthometric height was determined by differential leveling
 NV0466.and adjusted by the National Geodetic Survey in June 1991..
 NV0466
 NV0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0466
 NV0466.The geoid height was determined by GEOID03.
 NV0466
 NV0466.The dynamic height is computed by dividing the NAVD 88
 NV0466.geopotential number by the normal gravity value computed on the
 NV0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0466.degrees latitude (g = 980.6199 gals.).
 NV0466
 NV0466.The modeled gravity was interpolated from observed gravity values.
 NV0466
 NV0466;                    North         East     Units Scale Factor Converg.
 NV0466;SPC ID C     -    99,089.135   456,439.831   MT  0.99997071   -0 21 31.6
 NV0466;UTM  11      - 4,714,641.962   702,732.599   MT  1.00010570   +1 40 14.9
 NV0466
 NV0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0466!SPC ID C     -   0.99982266  x   0.99997071  =   0.99979337
 NV0466!UTM  11      -   0.99982266  x   1.00010570  =   0.99992834
 NV0466
 NV0466                          SUPERSEDED SURVEY CONTROL
 NV0466
 NV0466  NAD 83(1986)-  42 33 27.26533(N)    114 31 49.61586(W) AD(       ) 2
 NV0466  NAD 27      -  42 33 27.59800(N)    114 31 46.47200(W) AD(       ) 2
 NV0466  NGVD 29 (??/??/92) 1145.441  (m)         3758.00   (f) ADJ UNCH    2 0
 NV0466
 NV0466.Superseded values are not recommended for survey control.
 NV0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0466.See file dsdata.txt to determine how the superseded data were derived.
 NV0466
 NV0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0273314642(NAD 83)
 NV0466_MARKER: DB = BENCH MARK DISK
 NV0466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NV0466_SP_SET: DRILL HOLE IN HEADWALL OF SIPHON
 NV0466_STAMPING: F 3416 1934
 NV0466_MARK LOGO: CGS   
 NV0466_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0466+STABILITY: SURFACE MOTION
 NV0466
 NV0466  HISTORY     - Date     Condition        Report By
 NV0466  HISTORY     - 1934     MONUMENTED       CGS
 NV0466  HISTORY     - 1945     GOOD             NGS
 NV0466  HISTORY     - 1946     GOOD             CGS
 NV0466  HISTORY     - 1978     GOOD             USGS
 NV0466  HISTORY     - 19820615 GOOD             NGS
 NV0466  HISTORY     - 19820615 GOOD             NGS
 NV0466
 NV0466                          STATION DESCRIPTION
 NV0466
 NV0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0466'2.9 MI W FROM TWIN FALLS.
 NV0466'2.9 MILES WEST OF THE STATION BY RAIL ALONG THE BUHL BRANCH OF THE
 NV0466'OREGON SHORT LINE RAILROAD.  ABOUT 800 FEET EAST OF A NORTH-SOUTH
 NV0466'COUNTY ROAD.  IN THE TOP OF A CONCRETE SYON BOX NUMBER 61.82.  21 FEET
 NV0466'SOUTH OF THE CENTER-LINE OF THE TRACK.  NOTE-- 11/50 USGS REPORT -
 NV0466'ALONG THE BUHL BRANCH OF THE OREGON SHORT LINE RAILROAD.  1450 FEET
 NV0466'EAST OF A NORTH-SOUTH COUNTY ROAD.  IN THE TOP OF A CONCRETE SYPHON
 NV0466'BOX NUMBER 61.82.  21 FEET SOUTH OF THE CENTER-LINE OF THE TRACK.
 NV0466
 NV0466                          STATION RECOVERY (1946)
 NV0466
 NV0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NV0466'SEE STATION UNION
 NV0466
 NV0466                          STATION RECOVERY (1978)
 NV0466
 NV0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0466'ALONG THE BUHL BRANCH OF THE UNION PACIFIC RAILROAD. 1450 FT. E OF A
 NV0466'N-S COUNTY ROAD. IN THE TOP OF A CONCRETE SYPHON BOX NUMBER 61.82 21
 NV0466'FT. S OF THE CENTER-LINE OF THE TRACK. THIS BM IS A REFERENCE POINT
 NV0466'FOR TRIANGULATION STATION UNION WHICH IS 96.4 FT NW.
 NV0466
 NV0466                          STATION RECOVERY (1982)
 NV0466
 NV0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NV0466'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 22
 NV0466'KM (13.65 MI) E OF BUHL, 4.8 KM (3.00 MI) W OF TWIN FALLS AND ABOUT 1
 NV0466'KM (0.60 MI) E OF THE KTIF RADIO MAST AND ON THE S SIDE OF THE
 NV0466'RAILROAD RIGHT OF WAY.  TO REACH THE STATION FROM THE INTERSECTION OF
 NV0466'ADDISON AVE (US 93) AND WASHINGTON STREET IN TWIN FALLS, GO W ON US 93
 NV0466'FOR 4.5 KM (2.80 MI) TURN LEFT ON ROAD E 2600 AND GO 6 KM (3.70 MI)
 NV0466'TURN LEFT ON A PRIVATE DRIVE JUST BEFORE CROSSING THE RAILROAD TRACKS
 NV0466'AND GO 0.4 KM (0.25 MI) TO THE STATION ON THE SOUTH SIDE OF THE
 NV0466'TRACKS.  THE STATION IS A USCGS STATE SURVEY DISK STAMPED---F 3416
 NV0466'1934---, SET INTO A DRILL HOLE IN THE N HEADWALL OF A CONCRETE SIPHON
 NV0466'BOX.  IT IS 12.680 METERS (41.601 FT) ENE OF TRI STATION UNION 2 AND
 NV0466'6.4 METERS (21.0 FT) S OF THE CENTERLINE OF THE TRACK.
 NV0466
 NV0466                          STATION RECOVERY (1982)
 NV0466
 NV0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NV0466'TO REACH FROM THE INTERSECTION OF ADDISON AVE US 93 AND WASHINGTON
 NV0466'STREET IN TWIN FALLS GO W ON US 93 FOR 4.5 KM (2.80 MI) TURN LEFT ON
 NV0466'ROAD E 2600 AND GO 0.6 KM (0.35 MI) TURN LEFT ON A PRIVATE DRIVE JUST
 NV0466'BEFORE CROSSING THE RAILROAD TRACKS AND GO 0.4 KM (0.25 MI) TO THE
 NV0466'MARK ON THE RIGHT AND S SIDE OF THE TRACKS.  THE MARK IS A USCGS AND
 NV0466'STATE SURVEY DISK SET INTO A CONCRETE IRRIGATION SIPHON IN THE TOP OF
 NV0466'THE SW CONCRETE HEADWALL, 12.680 METERS (41.601 FT) ENE OF TRI STATION
 NV0466'UNION 2, AND 6.4 METERS (21.0 FT) S OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0465 ***********************************************************************
 NV0465  DESIGNATION -  F 3417
 NV0465  PID         -  NV0465
 NV0465  STATE/COUNTY-  ID/TWIN FALLS
 NV0465  USGS QUAD   -  FILER (1992)
 NV0465
 NV0465                         *CURRENT SURVEY CONTROL
 NV0465  ___________________________________________________________________
 NV0465* NAD 83(1986)-  42 33 44.     (N)    114 33 10.     (W)     SCALED    
 NV0465* NAVD 88     -      1140.482  (meters)    3741.73   (feet)  ADJUSTED  
 NV0465  ___________________________________________________________________
 NV0465  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV0465  DYNAMIC HT  -        1139.869 (meters)    3739.72  (feet)  COMP
 NV0465  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 NV0465
 NV0465  VERT ORDER  -  SECOND    CLASS 0
 NV0465
 NV0465.The horizontal coordinates were scaled from a topographic map and have
 NV0465.an estimated accuracy of +/- 6 seconds.
 NV0465
 NV0465.The orthometric height was determined by differential leveling
 NV0465.and adjusted by the National Geodetic Survey in June 1991..
 NV0465
 NV0465.The geoid height was determined by GEOID03.
 NV0465
 NV0465.The dynamic height is computed by dividing the NAVD 88
 NV0465.geopotential number by the normal gravity value computed on the
 NV0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0465.degrees latitude (g = 980.6199 gals.).
 NV0465
 NV0465.The modeled gravity was interpolated from observed gravity values.
 NV0465
 NV0465;                    North         East    Units  Estimated Accuracy
 NV0465;SPC ID C     -    99,620.      454,610.      MT  (+/- 180 meters Scaled)
 NV0465
 NV0465                          SUPERSEDED SURVEY CONTROL
 NV0465
 NV0465  NGVD 29 (??/??/92) 1139.597  (m)         3738.83   (f) ADJ UNCH    2 0
 NV0465
 NV0465.Superseded values are not recommended for survey control.
 NV0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0465.See file dsdata.txt to determine how the superseded data were derived.
 NV0465
 NV0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH008151(NAD 83)
 NV0465_MARKER: DB = BENCH MARK DISK
 NV0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0465_STAMPING: F 3417 1934
 NV0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0465+STABILITY: SURFACE MOTION
 NV0465
 NV0465  HISTORY     - Date     Condition        Report By
 NV0465  HISTORY     - 1934     MONUMENTED       CGS
 NV0465  HISTORY     - 1945     GOOD             NGS
 NV0465  HISTORY     - 1950     MARK NOT FOUND   USGS
 NV0465  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0465
 NV0465                          STATION DESCRIPTION
 NV0465
 NV0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0465'4.0 MI W FROM TWIN FALLS.
 NV0465'4.0 MILES WEST OF THE STATION BY RAIL.  ALONG THE BUHL BRANCH OF THE
 NV0465'OREGON SHORT LINE RAILROAD.  ABOUT 0.1 MILE SOUTHEAST OF CURRY
 NV0465'STATION.  0.2 MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 30 AND
 NV0465'THE RAILROAD.  45 FEET OF MILEPOST 63.  13 FEET SOUTHWEST OF THE
 NV0465'CENTER-LINE OF THE TRACK.  PROJECTS 6 INCHES ABOVE THE GROUND.
 NV0465
 NV0465                          STATION RECOVERY (1950)
 NV0465
 NV0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NV0465'MARK NOT FOUND.
 NV0465
 NV0465                          STATION RECOVERY (1978)
 NV0465
 NV0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0464 ***********************************************************************
 NV0464  DESIGNATION -  F 3418
 NV0464  PID         -  NV0464
 NV0464  STATE/COUNTY-  ID/TWIN FALLS
 NV0464  USGS QUAD   -  FILER (1992)
 NV0464
 NV0464                         *CURRENT SURVEY CONTROL
 NV0464  ___________________________________________________________________
 NV0464* NAD 83(1986)-  42 34 00.     (N)    114 33 37.     (W)     SCALED    
 NV0464* NAVD 88     -      1145.368  (meters)    3757.76   (feet)  ADJUSTED  
 NV0464  ___________________________________________________________________
 NV0464  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 NV0464  DYNAMIC HT  -        1144.754 (meters)    3755.75  (feet)  COMP
 NV0464  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 NV0464
 NV0464  VERT ORDER  -  SECOND    CLASS 0
 NV0464
 NV0464.The horizontal coordinates were scaled from a topographic map and have
 NV0464.an estimated accuracy of +/- 6 seconds.
 NV0464
 NV0464.The orthometric height was determined by differential leveling
 NV0464.and adjusted by the National Geodetic Survey in June 1991..
 NV0464
 NV0464.The geoid height was determined by GEOID03.
 NV0464
 NV0464.The dynamic height is computed by dividing the NAVD 88
 NV0464.geopotential number by the normal gravity value computed on the
 NV0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0464.degrees latitude (g = 980.6199 gals.).
 NV0464
 NV0464.The modeled gravity was interpolated from observed gravity values.
 NV0464
 NV0464;                    North         East    Units  Estimated Accuracy
 NV0464;SPC ID C     -   100,120.      454,000.      MT  (+/- 180 meters Scaled)
 NV0464
 NV0464                          SUPERSEDED SURVEY CONTROL
 NV0464
 NV0464  NGVD 29 (??/??/92) 1144.483  (m)         3754.86   (f) ADJ UNCH    2 0
 NV0464
 NV0464.Superseded values are not recommended for survey control.
 NV0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0464.See file dsdata.txt to determine how the superseded data were derived.
 NV0464
 NV0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH002155(NAD 83)
 NV0464_MARKER: DB = BENCH MARK DISK
 NV0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0464_STAMPING: F 3418 1934
 NV0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0464+STABILITY: SURFACE MOTION
 NV0464
 NV0464  HISTORY     - Date     Condition        Report By
 NV0464  HISTORY     - 1934     MONUMENTED       CGS
 NV0464  HISTORY     - 1945     GOOD             NGS
 NV0464  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0464
 NV0464                          STATION DESCRIPTION
 NV0464
 NV0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0464'4.5 MI W FROM TWIN FALLS.
 NV0464'4.5 MILES WEST OF THE STATION BY RAIL ALONG THE BUHL BRANCH OF THE
 NV0464'OREGON SHORT LINE RAILROAD.  ABOU T 0.2 MILE WEST OF CURRY.  ABOUT 0.3
 NV0464'MILE WEST OF THE INTERSECTION OF HIGHWAY 30 AND THE RAILROAD. 38.5
 NV0464'FEET WEST OF THE CENTER-LINE OF THE TRACK.  PROJECTS 6 INCHES ABOVE
 NV0464'THE GROUND.
 NV0464
 NV0464                          STATION RECOVERY (1978)
 NV0464
 NV0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0463 ***********************************************************************
 NV0463  DESIGNATION -  F 3419
 NV0463  PID         -  NV0463
 NV0463  STATE/COUNTY-  ID/TWIN FALLS
 NV0463  USGS QUAD   -  FILER (1992)
 NV0463
 NV0463                         *CURRENT SURVEY CONTROL
 NV0463  ___________________________________________________________________
 NV0463* NAD 83(1986)-  42 34 16.     (N)    114 34 28.     (W)     SCALED    
 NV0463* NAVD 88     -      1143.697  (meters)    3752.28   (feet)  ADJUSTED  
 NV0463  ___________________________________________________________________
 NV0463  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 NV0463  DYNAMIC HT  -        1143.085 (meters)    3750.27  (feet)  COMP
 NV0463  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 NV0463
 NV0463  VERT ORDER  -  SECOND    CLASS 0
 NV0463
 NV0463.The horizontal coordinates were scaled from a topographic map and have
 NV0463.an estimated accuracy of +/- 6 seconds.
 NV0463
 NV0463.The orthometric height was determined by differential leveling
 NV0463.and adjusted by the National Geodetic Survey in June 1991..
 NV0463
 NV0463.The geoid height was determined by GEOID03.
 NV0463
 NV0463.The dynamic height is computed by dividing the NAVD 88
 NV0463.geopotential number by the normal gravity value computed on the
 NV0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0463.degrees latitude (g = 980.6199 gals.).
 NV0463
 NV0463.The modeled gravity was interpolated from observed gravity values.
 NV0463
 NV0463;                    North         East    Units  Estimated Accuracy
 NV0463;SPC ID C     -   100,620.      452,840.      MT  (+/- 180 meters Scaled)
 NV0463
 NV0463                          SUPERSEDED SURVEY CONTROL
 NV0463
 NV0463  NGVD 29 (??/??/92) 1142.813  (m)         3749.38   (f) ADJ UNCH    2 0
 NV0463
 NV0463.Superseded values are not recommended for survey control.
 NV0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0463.See file dsdata.txt to determine how the superseded data were derived.
 NV0463
 NV0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH990160(NAD 83)
 NV0463_MARKER: DB = BENCH MARK DISK
 NV0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0463_SP_SET: SIPHON
 NV0463_STAMPING: F 3419 1934
 NV0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0463
 NV0463  HISTORY     - Date     Condition        Report By
 NV0463  HISTORY     - 1934     MONUMENTED       CGS
 NV0463  HISTORY     - 1945     GOOD             NGS
 NV0463  HISTORY     - 1978     GOOD             USGS
 NV0463
 NV0463                          STATION DESCRIPTION
 NV0463
 NV0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0463'5.3 MI W FROM TWIN FALLS.
 NV0463'5.3 MILES WEST OF THE STATION BY RAIL.  ALONG THE BUHL BRANCH OF THE
 NV0463'ORGEON SHORT LINE RAILROAD.  ABOUT 1.0 MILE WEST OF CURRY STATION. 41
 NV0463'FEET EAST OF THE CENTER-LINE OF A NORTH-SOUTH COUNTY ROAD.  IN TOP OF
 NV0463'A CONCRETE SYPHON BOX NUMBER 64.30.  18 FEET SOUTH OF THE CENTER-LINE
 NV0463'OF THE TRACK.
 NV0463
 NV0463                          STATION RECOVERY (1978)
 NV0463
 NV0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0463'ALONG THE BUHL BRANCH OF THE UNION PACIFIC RAILROAD, ABOUT 1.0 MI. W.
 NV0463'OF CURRY. 1/2 MI. N. OF THE INTERSECTION OF US HIGHWAYS 30 AND 93. 41
 NV0463'FT. E OF THE N-S COUNTY ROAD. IN TOP OF A CONCRETE SYPHON BOX NUMBER
 NV0463'64.30. 18 FT. S OF THE CENTERLINE OF THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0335 ***********************************************************************
 NT0335  DESIGNATION -  F 342
 NT0335  PID         -  NT0335
 NT0335  STATE/COUNTY-  ID/BEAR LAKE
 NT0335  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0335
 NT0335                         *CURRENT SURVEY CONTROL
 NT0335  ___________________________________________________________________
 NT0335* NAD 83(1986)-  42 22 12.     (N)    111 31 48.     (W)     SCALED    
 NT0335* NAVD 88     -      2075.688  (meters)    6809.99   (feet)  ADJUSTED  
 NT0335  ___________________________________________________________________
 NT0335  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NT0335  DYNAMIC HT  -        2074.072 (meters)    6804.68  (feet)  COMP
 NT0335  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 NT0335
 NT0335  VERT ORDER  -  SECOND    CLASS 0
 NT0335
 NT0335.The horizontal coordinates were scaled from a topographic map and have
 NT0335.an estimated accuracy of +/- 6 seconds.
 NT0335
 NT0335.The orthometric height was determined by differential leveling
 NT0335.and adjusted by the National Geodetic Survey in June 1991..
 NT0335
 NT0335.The geoid height was determined by GEOID03.
 NT0335
 NT0335.The dynamic height is computed by dividing the NAVD 88
 NT0335.geopotential number by the normal gravity value computed on the
 NT0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0335.degrees latitude (g = 980.6199 gals.).
 NT0335
 NT0335.The modeled gravity was interpolated from observed gravity values.
 NT0335
 NT0335;                    North         East    Units  Estimated Accuracy
 NT0335;SPC ID E     -    78,310.      252,440.      MT  (+/- 180 meters Scaled)
 NT0335
 NT0335                          SUPERSEDED SURVEY CONTROL
 NT0335
 NT0335  NGVD 29 (??/??/92) 2074.438  (m)         6805.89   (f) ADJ UNCH    2 0
 NT0335
 NT0335.Superseded values are not recommended for survey control.
 NT0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0335.See file dsdata.txt to determine how the superseded data were derived.
 NT0335
 NT0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM563909(NAD 83)
 NT0335_MARKER: DB = BENCH MARK DISK
 NT0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0335_STAMPING: F 342 1951
 NT0335_MARK LOGO: CGS   
 NT0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0335+STABILITY: SURFACE MOTION
 NT0335
 NT0335  HISTORY     - Date     Condition        Report By
 NT0335  HISTORY     - 1951     MONUMENTED       CGS
 NT0335  HISTORY     - 19900601 GOOD             NGS
 NT0335
 NT0335                          STATION DESCRIPTION
 NT0335
 NT0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0335'9.3 MI NW FROM OVID.
 NT0335'9.3 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0335'AT A GROUP OF SMALL PINE TREES, ON THE SOUTH BANK OF A CREEK, 71 FEET
 NT0335'SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTH OF THE SOUTH BANK
 NT0335'OF THE CREEK, 7 1/2 FEET NORTH WEST OF A 14 INCH PINE TREE, 2.1 FEET
 NT0335'NORTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN
 NT0335'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NT0335
 NT0335                          STATION RECOVERY (1990)
 NT0335
 NT0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GRH)
 NT0335'MARK IS LOCATED ABOUT 14 KM (8.70 MI) NORTHWEST OF OVID 2 KM (1.25 MI)
 NT0335'WEST OF THE CACHE NATIONAL FOREST BOUNDARY IN THE NATIONAL FOREST
 NT0335'ALONG STATE HIGHWAY 36 ON THE RIGHT OF WAY IN WOODS ON THE INSIDE OF A
 NT0335'LONG CURVE IN THE NORTHEAST 1/4 OF SECTION 22 T 12 S R 42 E.
 NT0335'OWNERSHIP  STATE TRANSPORTATION DEPARTMENT. TO REACH FROM THE JUNCTION
 NT0335'OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT THE OLD OVID SCHOOL IN OVID
 NT0335'GO WEST ON HIGHWAY 36 FOR 6.0 KM (3.75 MI) TO THE LDS CHURCH ON THE
 NT0335'RIGHT IN LIBERTY.  CONTINUE AHEAD FOR 7.40 KM (4.60 MI) TO THE
 NT0335'NATIONAL FOREST BOUNDARY.  CONTINUE AHEAD FOR 2.18 KM (1.35 MI) TO THE
 NT0335'MARK ON THE LEFT. MARK IS SET IN THE TOP OF A 30 CM ROUND CONCRETE
 NT0335'POST PROJECTING 7 CM. IT IS 21.3 M (69.9 FT) SOUTH OF AND LEVEL WITH
 NT0335'THE HIGHWAY CENTER 1.8 M (5.9 FT) EAST OF A FIBERGLASS WITNESS POST
 NT0335'0.7 M (2.3 FT) WEST OF A WOOD WITNESS POST 4.5 M (14.8 FT) SOUTH OF
 NT0335'SOUTH BANK OF A CREEK AND 11.5 M (37.7 FT) NORTH OF THE CENTER OF THE
 NT0335'OLD HIGHWAY. DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0462 ***********************************************************************
 NV0462  DESIGNATION -  F 3421
 NV0462  PID         -  NV0462
 NV0462  STATE/COUNTY-  ID/TWIN FALLS
 NV0462  USGS QUAD   -  FILER (1992)
 NV0462
 NV0462                         *CURRENT SURVEY CONTROL
 NV0462  ___________________________________________________________________
 NV0462* NAD 83(1986)-  42 34 22.     (N)    114 37 03.     (W)     SCALED    
 NV0462* NAVD 88     -      1149.717  (meters)    3772.03   (feet)  ADJUSTED  
 NV0462  ___________________________________________________________________
 NV0462  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 NV0462  DYNAMIC HT  -        1149.099 (meters)    3770.00  (feet)  COMP
 NV0462  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 NV0462
 NV0462  VERT ORDER  -  SECOND    CLASS 0
 NV0462
 NV0462.The horizontal coordinates were scaled from a topographic map and have
 NV0462.an estimated accuracy of +/- 6 seconds.
 NV0462
 NV0462.The orthometric height was determined by differential leveling
 NV0462.and adjusted by the National Geodetic Survey in June 1991..
 NV0462
 NV0462.The geoid height was determined by GEOID03.
 NV0462
 NV0462.The dynamic height is computed by dividing the NAVD 88
 NV0462.geopotential number by the normal gravity value computed on the
 NV0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0462.degrees latitude (g = 980.6199 gals.).
 NV0462
 NV0462.The modeled gravity was interpolated from observed gravity values.
 NV0462
 NV0462;                    North         East    Units  Estimated Accuracy
 NV0462;SPC ID C     -   100,830.      449,300.      MT  (+/- 180 meters Scaled)
 NV0462
 NV0462                          SUPERSEDED SURVEY CONTROL
 NV0462
 NV0462  NGVD 29 (??/??/92) 1148.828  (m)         3769.11   (f) ADJ UNCH    2 0
 NV0462
 NV0462.Superseded values are not recommended for survey control.
 NV0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0462.See file dsdata.txt to determine how the superseded data were derived.
 NV0462
 NV0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH955161(NAD 83)
 NV0462_MARKER: DB = BENCH MARK DISK
 NV0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0462_STAMPING: F 3421 1934
 NV0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0462+STABILITY: SURFACE MOTION
 NV0462
 NV0462  HISTORY     - Date     Condition        Report By
 NV0462  HISTORY     - 1934     MONUMENTED       CGS
 NV0462  HISTORY     - 1945     GOOD             NGS
 NV0462  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0462
 NV0462                          STATION DESCRIPTION
 NV0462
 NV0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0462'7.3 MI E FROM BUHL.
 NV0462'7.3 MILES EAST OF THE STATION BY RAIL.  ALONG THE OREGON SHORT LINE
 NV0462'RAILROAD.  AT FILER STATION.  ABOUT 900 FEET WEST OF A POINT WHERE
 NV0462'STATE HIGHWAY 30 CROSSES THE RAILROAD.  60 FEET EAST OF A CONCRETE
 NV0462'SYPHON BOX.  7 YARDS EAST OF THE WEST END OF THE SIDING.  30 FEET
 NV0462'NORTH OF THE CENTER-LINE OF THE TRACK.  PROJECTS 6 INCHES.
 NV0462
 NV0462                          STATION RECOVERY (1978)
 NV0462
 NV0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0460 ***********************************************************************
 NV0460  DESIGNATION -  F 3423
 NV0460  PID         -  NV0460
 NV0460  STATE/COUNTY-  ID/TWIN FALLS
 NV0460  USGS QUAD   -  CLOVER (1992)
 NV0460
 NV0460                         *CURRENT SURVEY CONTROL
 NV0460  ___________________________________________________________________
 NV0460* NAD 83(1986)-  42 35 32.     (N)    114 41 05.     (W)     SCALED    
 NV0460* NAVD 88     -      1152.430  (meters)    3780.93   (feet)  ADJUSTED  
 NV0460  ___________________________________________________________________
 NV0460  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 NV0460  DYNAMIC HT  -        1151.812 (meters)    3778.90  (feet)  COMP
 NV0460  MODELED GRAV-     980,045.6   (mgal)                       NAVD 88
 NV0460
 NV0460  VERT ORDER  -  SECOND    CLASS 0
 NV0460
 NV0460.The horizontal coordinates were scaled from a topographic map and have
 NV0460.an estimated accuracy of +/- 6 seconds.
 NV0460
 NV0460.The orthometric height was determined by differential leveling
 NV0460.and adjusted by the National Geodetic Survey in June 1991..
 NV0460
 NV0460.The geoid height was determined by GEOID03.
 NV0460
 NV0460.The dynamic height is computed by dividing the NAVD 88
 NV0460.geopotential number by the normal gravity value computed on the
 NV0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0460.degrees latitude (g = 980.6199 gals.).
 NV0460
 NV0460.The modeled gravity was interpolated from observed gravity values.
 NV0460
 NV0460;                    North         East    Units  Estimated Accuracy
 NV0460;SPC ID C     -   103,030.      443,800.      MT  (+/- 180 meters Scaled)
 NV0460
 NV0460                          SUPERSEDED SURVEY CONTROL
 NV0460
 NV0460  NGVD 29 (??/??/92) 1151.540  (m)         3778.01   (f) ADJ UNCH    2 0
 NV0460
 NV0460.Superseded values are not recommended for survey control.
 NV0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0460.See file dsdata.txt to determine how the superseded data were derived.
 NV0460
 NV0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH899181(NAD 83)
 NV0460_MARKER: DB = BENCH MARK DISK
 NV0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0460_STAMPING: F 3423 1934
 NV0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0460+STABILITY: SURFACE MOTION
 NV0460
 NV0460  HISTORY     - Date     Condition        Report By
 NV0460  HISTORY     - 1934     MONUMENTED       CGS
 NV0460  HISTORY     - 1945     GOOD             NGS
 NV0460  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0460
 NV0460                          STATION DESCRIPTION
 NV0460
 NV0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0460'3.6 MI E FROM BUHL.
 NV0460'3.6 MILES EAST OF THE STATION BY RAIL.  ALONG THE OREGON SHORT LINE
 NV0460'RAILROAD.  1.0 MILE EAST OF CEDAR SIDING.  145 YARDS EAST OF SIGN
 NV0460'READING CEDAR 1 MILE EAST OF CEDAR SIDING.  0.15 MILE WEST OF MILEPOST
 NV0460'70.  32 FEET NORTH OF THE CENTER-LINE OF THE TRACK. PROJECTS 5 INCHES.
 NV0460
 NV0460                          STATION RECOVERY (1978)
 NV0460
 NV0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0459 ***********************************************************************
 NV0459  DESIGNATION -  F 3424
 NV0459  PID         -  NV0459
 NV0459  STATE/COUNTY-  ID/TWIN FALLS
 NV0459  USGS QUAD   -  CLOVER (1992)
 NV0459
 NV0459                         *CURRENT SURVEY CONTROL
 NV0459  ___________________________________________________________________
 NV0459* NAD 83(1986)-  42 35 42.     (N)    114 43 24.     (W)     SCALED    
 NV0459* NAVD 88     -      1161.534  (meters)    3810.80   (feet)  ADJUSTED  
 NV0459  ___________________________________________________________________
 NV0459  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 NV0459  DYNAMIC HT  -        1160.909 (meters)    3808.75  (feet)  COMP
 NV0459  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 NV0459
 NV0459  VERT ORDER  -  SECOND    CLASS 0
 NV0459
 NV0459.The horizontal coordinates were scaled from a topographic map and have
 NV0459.an estimated accuracy of +/- 6 seconds.
 NV0459
 NV0459.The orthometric height was determined by differential leveling
 NV0459.and adjusted by the National Geodetic Survey in June 1991..
 NV0459
 NV0459.The geoid height was determined by GEOID03.
 NV0459
 NV0459.The dynamic height is computed by dividing the NAVD 88
 NV0459.geopotential number by the normal gravity value computed on the
 NV0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0459.degrees latitude (g = 980.6199 gals.).
 NV0459
 NV0459.The modeled gravity was interpolated from observed gravity values.
 NV0459
 NV0459;                    North         East    Units  Estimated Accuracy
 NV0459;SPC ID C     -   103,360.      440,640.      MT  (+/- 180 meters Scaled)
 NV0459
 NV0459                          SUPERSEDED SURVEY CONTROL
 NV0459
 NV0459  NGVD 29 (??/??/92) 1160.640  (m)         3807.87   (f) ADJ UNCH    2 0
 NV0459
 NV0459.Superseded values are not recommended for survey control.
 NV0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0459.See file dsdata.txt to determine how the superseded data were derived.
 NV0459
 NV0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH867183(NAD 83)
 NV0459_MARKER: DB = BENCH MARK DISK
 NV0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0459_SP_SET: SIPHON
 NV0459_STAMPING: F 3424 1934
 NV0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0459
 NV0459  HISTORY     - Date     Condition        Report By
 NV0459  HISTORY     - 1934     MONUMENTED       CGS
 NV0459  HISTORY     - 1945     GOOD             NGS
 NV0459  HISTORY     - 1978     GOOD             USGS
 NV0459
 NV0459                          STATION DESCRIPTION
 NV0459
 NV0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0459'1.6 MI E FROM BUHL.
 NV0459'1.6 MILES EAST OF THE STATION BY RAIL.  ALONG THE OREGON SHORT LINE
 NV0459'RAILROAD.  18.5 FEET SOUTH OF THE CENTER-LINE OF THE TRACK.  25 FEET
 NV0459'WEST OF A PRIVATE ROAD CROSSING.  IN THE TOP OF A CONCRETE SYPHON BOX.
 NV0459
 NV0459                          STATION RECOVERY (1978)
 NV0459
 NV0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0459'BUHL RR STATION, 1.6 MI. E. OF, ALONG THE UNION PACIFIC RR AT MILE
 NV0459'72.20. 18.5 FT. S OF THE CENTER-LINE OF THE TRACK. 25 FT. W. OF A
 NV0459'PRIVATE RD. X-ING. IN THE TOP OF A CONCRETE SYPHON BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0458 ***********************************************************************
 NV0458  DESIGNATION -  F 3425
 NV0458  PID         -  NV0458
 NV0458  STATE/COUNTY-  ID/TWIN FALLS
 NV0458  USGS QUAD   -  CLOVER (1992)
 NV0458
 NV0458                         *CURRENT SURVEY CONTROL
 NV0458  ___________________________________________________________________
 NV0458* NAD 83(1986)-  42 35 48.     (N)    114 44 35.     (W)     SCALED    
 NV0458* NAVD 88     -      1164.529  (meters)    3820.63   (feet)  ADJUSTED  
 NV0458  ___________________________________________________________________
 NV0458  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 NV0458  DYNAMIC HT  -        1163.902 (meters)    3818.57  (feet)  COMP
 NV0458  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 NV0458
 NV0458  VERT ORDER  -  SECOND    CLASS 0
 NV0458
 NV0458.The horizontal coordinates were scaled from a topographic map and have
 NV0458.an estimated accuracy of +/- 6 seconds.
 NV0458
 NV0458.The orthometric height was determined by differential leveling
 NV0458.and adjusted by the National Geodetic Survey in June 1991..
 NV0458
 NV0458.The geoid height was determined by GEOID03.
 NV0458
 NV0458.The dynamic height is computed by dividing the NAVD 88
 NV0458.geopotential number by the normal gravity value computed on the
 NV0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0458.degrees latitude (g = 980.6199 gals.).
 NV0458
 NV0458.The modeled gravity was interpolated from observed gravity values.
 NV0458
 NV0458;                    North         East    Units  Estimated Accuracy
 NV0458;SPC ID C     -   103,560.      439,020.      MT  (+/- 180 meters Scaled)
 NV0458
 NV0458                          SUPERSEDED SURVEY CONTROL
 NV0458
 NV0458  NGVD 29 (??/??/92) 1163.634  (m)         3817.69   (f) ADJ UNCH    2 0
 NV0458
 NV0458.Superseded values are not recommended for survey control.
 NV0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0458.See file dsdata.txt to determine how the superseded data were derived.
 NV0458
 NV0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH851184(NAD 83)
 NV0458_MARKER: DB = BENCH MARK DISK
 NV0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0458_SP_SET: SIPHON
 NV0458_STAMPING: F 3425 1934
 NV0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0458
 NV0458  HISTORY     - Date     Condition        Report By
 NV0458  HISTORY     - 1934     MONUMENTED       CGS
 NV0458  HISTORY     - 1945     GOOD             NGS
 NV0458  HISTORY     - 1978     GOOD             USGS
 NV0458
 NV0458                          STATION DESCRIPTION
 NV0458
 NV0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0458'0.6 MI E FROM BUHL.
 NV0458'0.6 MILE EAST OF THE STATION BY RAIL.  ALONG THE OREGON SHORT LINE
 NV0458'RAIALROAD.  IN TOP OF A CONCRETE SYPHON BOX.  18 FEET NORTH OF THE
 NV0458'CENTER-LINE OF THE RAILROAD.  0.2 MILE WEST OF MILEPOST 73.
 NV0458
 NV0458                          STATION RECOVERY (1978)
 NV0458
 NV0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0458'BUHL RR STATION, 0.6 MI. E. OF, ALONG THE UNION PACIFIC RR AT MILE
 NV0458'73.18, IN THE TOP OF A CONCRETE SYPHON BOX. 18 FT. N. OF THE
 NV0458'CENTER-LINE OF THE RR. 0.2 MI. W OF MILEPOST 73.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0457 ***********************************************************************
 NV0457  DESIGNATION -  F 3426
 NV0457  PID         -  NV0457
 NV0457  STATE/COUNTY-  ID/TWIN FALLS
 NV0457  USGS QUAD   -  BUHL (1992)
 NV0457
 NV0457                         *CURRENT SURVEY CONTROL
 NV0457  ___________________________________________________________________
 NV0457* NAD 83(1986)-  42 35 50.     (N)    114 45 19.     (W)     SCALED    
 NV0457* NAVD 88     -      1157.095  (meters)    3796.24   (feet)  ADJUSTED  
 NV0457  ___________________________________________________________________
 NV0457  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 NV0457  DYNAMIC HT  -        1156.474 (meters)    3794.20  (feet)  COMP
 NV0457  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 NV0457
 NV0457  VERT ORDER  -  SECOND    CLASS 0
 NV0457
 NV0457.The horizontal coordinates were scaled from a topographic map and have
 NV0457.an estimated accuracy of +/- 6 seconds.
 NV0457
 NV0457.The orthometric height was determined by differential leveling
 NV0457.and adjusted by the National Geodetic Survey in June 1991..
 NV0457
 NV0457.The geoid height was determined by GEOID03.
 NV0457
 NV0457.The dynamic height is computed by dividing the NAVD 88
 NV0457.geopotential number by the normal gravity value computed on the
 NV0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0457.degrees latitude (g = 980.6199 gals.).
 NV0457
 NV0457.The modeled gravity was interpolated from observed gravity values.
 NV0457
 NV0457;                    North         East    Units  Estimated Accuracy
 NV0457;SPC ID C     -   103,630.      438,020.      MT  (+/- 180 meters Scaled)
 NV0457
 NV0457                          SUPERSEDED SURVEY CONTROL
 NV0457
 NV0457  NGVD 29 (??/??/92) 1156.202  (m)         3793.31   (f) ADJ UNCH    2 0
 NV0457
 NV0457.Superseded values are not recommended for survey control.
 NV0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0457.See file dsdata.txt to determine how the superseded data were derived.
 NV0457
 NV0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH841185(NAD 83)
 NV0457_MARKER: DB = BENCH MARK DISK
 NV0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0457+STABILITY: SURFACE MOTION
 NV0457
 NV0457  HISTORY     - Date     Condition        Report By
 NV0457  HISTORY     - UNK      MONUMENTED       CGS
 NV0457  HISTORY     - 1957     GOOD             NGS
 NV0457
 NV0457                          STATION DESCRIPTION
 NV0457
 NV0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NV0457'IN BUHL.
 NV0457'ALONG THE OREGON SHORT LINE RAILROAD.  42.6 FEET NE OF THE NW CORNER O
 NV0457'THE DEPOT.  17.5 FEET N OF N RAIL OF FIRST SIDING N OF DEPOT. 16.3
 NV0457'FEET S OF THE S RAIL OF THE SECOND SIDING N OF DEPOT.  81 FEET NW OF
 NV0457'THE NE CORNER OF DEPOT.  IN CINDER DIRT DRIVE.  AND ABOUT 4 INCHES
 NV0457'BELOW THE LEVEL OF THE DRIVE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0456 ***********************************************************************
 NV0456  DESIGNATION -  F 3428
 NV0456  PID         -  NV0456
 NV0456  STATE/COUNTY-  ID/TWIN FALLS
 NV0456  USGS QUAD   -  BUHL (1992)
 NV0456
 NV0456                         *CURRENT SURVEY CONTROL
 NV0456  ___________________________________________________________________
 NV0456* NAD 83(1986)-  42 35 35.     (N)    114 49 03.     (W)     SCALED    
 NV0456* NAVD 88     -      1113.598  (meters)    3653.53   (feet)  ADJUSTED  
 NV0456  ___________________________________________________________________
 NV0456  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 NV0456  DYNAMIC HT  -        1113.006 (meters)    3651.59  (feet)  COMP
 NV0456  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 NV0456
 NV0456  VERT ORDER  -  SECOND    CLASS 0
 NV0456
 NV0456.The horizontal coordinates were scaled from a topographic map and have
 NV0456.an estimated accuracy of +/- 6 seconds.
 NV0456
 NV0456.The orthometric height was determined by differential leveling
 NV0456.and adjusted by the National Geodetic Survey in June 1991..
 NV0456
 NV0456.The geoid height was determined by GEOID03.
 NV0456
 NV0456.The dynamic height is computed by dividing the NAVD 88
 NV0456.geopotential number by the normal gravity value computed on the
 NV0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0456.degrees latitude (g = 980.6199 gals.).
 NV0456
 NV0456.The modeled gravity was interpolated from observed gravity values.
 NV0456
 NV0456;                    North         East    Units  Estimated Accuracy
 NV0456;SPC ID C     -   103,220.      432,910.      MT  (+/- 180 meters Scaled)
 NV0456
 NV0456                          SUPERSEDED SURVEY CONTROL
 NV0456
 NV0456  NGVD 29 (??/??/92) 1112.714  (m)         3650.63   (f) ADJ UNCH    2 0
 NV0456
 NV0456.Superseded values are not recommended for survey control.
 NV0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0456.See file dsdata.txt to determine how the superseded data were derived.
 NV0456
 NV0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH790179(NAD 83)
 NV0456_MARKER: DD = SURVEY DISK
 NV0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0456_STAMPING: F 3428 1935
 NV0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0456+STABILITY: SURFACE MOTION
 NV0456
 NV0456  HISTORY     - Date     Condition        Report By
 NV0456  HISTORY     - 1935     MONUMENTED       IDGS
 NV0456  HISTORY     - 1945     GOOD             NGS
 NV0456
 NV0456                          STATION DESCRIPTION
 NV0456
 NV0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0456'3.1 MI W FROM BUHL.
 NV0456'3.1 MILES WEST OF THE POST OFFICE BY ROAD.  ALONG A PAVED COUNTY ROAD.
 NV0456'TO REACH FORM THE POST OFFICE AT BUHL, GO WEST ON MAIN STREET AND
 NV0456'CONTINUE WEST ON PAVED ROAD FOR 0.7 MILE TO A Y ROAD INTERSECTION OF A
 NV0456'PAVED ROAD WEST AND A PAVED ROAD SOUTH.  CONTINUE STRAIGHT OR WEST ON
 NV0456'PAVED ROAD FOR 2.4 MILES TO THE TOP OF A RISE AND THE BENCH MARK.
 NV0456'ABOUT 100 YARDS SOUTHEAST OF A WHITE FRAME BUNGALOW.  33 FEET EAST OF
 NV0456'A TELEPHONE POLE.  25.4 FEET WEST OF THE SOUTH END OF A CULVERT. 23
 NV0456'FEET SOUTH OF THE CENTER-LINE OF THE HIGHWAY.  1.5 FEET NORTH OF THE
 NV0456'SOUTH RIGHT-OF-WAY FENCE.  1 FOOT ABOVE THE LEVEL OF THE HIGHWAY. 6
 NV0456'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0455 ***********************************************************************
 NV0455  DESIGNATION -  F 3429
 NV0455  PID         -  NV0455
 NV0455  STATE/COUNTY-  ID/TWIN FALLS
 NV0455  USGS QUAD   -  BUHL (1992)
 NV0455
 NV0455                         *CURRENT SURVEY CONTROL
 NV0455  ___________________________________________________________________
 NV0455* NAD 83(1986)-  42 35 37.     (N)    114 50 28.     (W)     SCALED    
 NV0455* NAVD 88     -      1107.149  (meters)    3632.37   (feet)  ADJUSTED  
 NV0455  ___________________________________________________________________
 NV0455  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 NV0455  DYNAMIC HT  -        1106.557 (meters)    3630.43  (feet)  COMP
 NV0455  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 NV0455
 NV0455  VERT ORDER  -  SECOND    CLASS 0
 NV0455
 NV0455.The horizontal coordinates were scaled from a topographic map and have
 NV0455.an estimated accuracy of +/- 6 seconds.
 NV0455
 NV0455.The orthometric height was determined by differential leveling
 NV0455.and adjusted by the National Geodetic Survey in June 1991..
 NV0455
 NV0455.The geoid height was determined by GEOID03.
 NV0455
 NV0455.The dynamic height is computed by dividing the NAVD 88
 NV0455.geopotential number by the normal gravity value computed on the
 NV0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0455.degrees latitude (g = 980.6199 gals.).
 NV0455
 NV0455.The modeled gravity was interpolated from observed gravity values.
 NV0455
 NV0455;                    North         East    Units  Estimated Accuracy
 NV0455;SPC ID C     -   103,300.      430,970.      MT  (+/- 180 meters Scaled)
 NV0455
 NV0455                          SUPERSEDED SURVEY CONTROL
 NV0455
 NV0455  NGVD 29 (??/??/92) 1106.26   (m)         3629.5    (f) COMPUTED    2 0
 NV0455
 NV0455.Superseded values are not recommended for survey control.
 NV0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0455.See file dsdata.txt to determine how the superseded data were derived.
 NV0455
 NV0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH771179(NAD 83)
 NV0455_MARKER: DD = SURVEY DISK
 NV0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0455_STAMPING: F 3429 1935
 NV0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0455+STABILITY: SURFACE MOTION
 NV0455
 NV0455  HISTORY     - Date     Condition        Report By
 NV0455  HISTORY     - 1935     MONUMENTED       IDGS
 NV0455  HISTORY     - 1945     GOOD             NGS
 NV0455
 NV0455                          STATION DESCRIPTION
 NV0455
 NV0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0455'4.3 MI W FROM BUHL.
 NV0455'4.3 MILES WEST OF THE POST OFFICE BY HIGHWAY.  ALONG A PAVED COUNTY
 NV0455'ROAD.  TO REACH FROM THE POST OFFICE AT BUHL, GO WEST ON MAIN STREET
 NV0455'AND CONTINUE WEST ON PAVED ROAD FOR 0.7 MILE TO A Y ROAD INTERSECTION
 NV0455'OF A PAVED ROAD WEST AND A PAVED ROAD SOUTH.  CONTINUE STRAIGHT OR
 NV0455'WEST ON PAVED ROAD FOR 3.6 MILES TO A CULVERT AND THE BENCH MARK. 0.4
 NV0455'MILE EAST OF A POINT AT A CROSS ROADS WHERE PAVEMENT TURNS SOUTH. 0.3
 NV0455'MILE EAST OF BRIDGE OVER DEEP CREEK.  0.2 MILE EAST OF THE DEEP CREEK
 NV0455'SCHOOL.  28 FEET WEST OF THE CENTER-LINE OF A ROAD INTO A FIELD. 20.5
 NV0455'FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY.  15 FEET NORTHWEST OF
 NV0455'THE SOUTHWEST CORNER OF A U SHAPED CONCRETE CULVERT.  4 FEET SOUTH OF
 NV0455'A FENCE.  6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0353 ***********************************************************************
 OY0353  DESIGNATION -  F 343
 OY0353  PID         -  OY0353
 OY0353  STATE/COUNTY-  ID/BINGHAM
 OY0353  USGS QUAD   -  MORELAND (1971)
 OY0353
 OY0353                         *CURRENT SURVEY CONTROL
 OY0353  ___________________________________________________________________
 OY0353* NAD 83(1986)-  43 12 16.     (N)    112 23 09.     (W)     SCALED    
 OY0353* NAVD 88     -      1365.784  (meters)    4480.91   (feet)  ADJUSTED  
 OY0353  ___________________________________________________________________
 OY0353  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 OY0353  DYNAMIC HT  -        1365.038 (meters)    4478.46  (feet)  COMP
 OY0353  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 OY0353
 OY0353  VERT ORDER  -  FIRST     CLASS II
 OY0353
 OY0353.The horizontal coordinates were scaled from a topographic map and have
 OY0353.an estimated accuracy of +/- 6 seconds.
 OY0353
 OY0353.The orthometric height was determined by differential leveling
 OY0353.and adjusted by the National Geodetic Survey in June 1991..
 OY0353
 OY0353.The geoid height was determined by GEOID03.
 OY0353
 OY0353.The dynamic height is computed by dividing the NAVD 88
 OY0353.geopotential number by the normal gravity value computed on the
 OY0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0353.degrees latitude (g = 980.6199 gals.).
 OY0353
 OY0353.The modeled gravity was interpolated from observed gravity values.
 OY0353
 OY0353;                    North         East    Units  Estimated Accuracy
 OY0353;SPC ID E     -   170,830.      182,190.      MT  (+/- 180 meters Scaled)
 OY0353
 OY0353                          SUPERSEDED SURVEY CONTROL
 OY0353
 OY0353  NGVD 29 (08/20/92) 1364.725  (m)         4477.44   (f) ADJUSTED    1 2
 OY0353
 OY0353.Superseded values are not recommended for survey control.
 OY0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0353.See file dsdata.txt to determine how the superseded data were derived.
 OY0353
 OY0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN874844(NAD 83)
 OY0353_MARKER: DB = BENCH MARK DISK
 OY0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0353_SP_SET: CONCRETE POST
 OY0353_STAMPING: F 343 1951
 OY0353_MARK LOGO: CGS   
 OY0353_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0353+STABILITY: SURFACE MOTION
 OY0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0353+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0353
 OY0353  HISTORY     - Date     Condition        Report By
 OY0353  HISTORY     - 1951     MONUMENTED       CGS
 OY0353  HISTORY     - 19920619 GOOD             NGS
 OY0353
 OY0353                          STATION DESCRIPTION
 OY0353
 OY0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OY0353'2.8 MI NW FROM BLACKFOOT.
 OY0353'ABOUT 2.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0353'STATION AT BLACKFOOT, AT A FARM ROAD CROSSING AT RAILROAD MILEAGE
 OY0353'2.65, AT GARDNER JUNCTION, 44.8 FEET SOUTH OF THE SOUTH RAIL, 34 FEET
 OY0353'NORTHEAST OF A LONE APPLE TREE, 14 1/2 FEET EAST OF THE CENTER LINE OF
 OY0353'THE ROAD, 2.4 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A WITNESS POST,
 OY0353'AND ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 OY0353'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OY0353
 OY0353                          STATION RECOVERY (1992)
 OY0353
 OY0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0353'2.0 KM (1.25 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0353'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, 8.9 M (29.2 FT)
 OY0353'SOUTH OF THE NEAR RAIL, 4.0 M (13.1 FT) EAST OF THE CENTER OF A FIELD
 OY0353'ENTRANCE ROAD AND A GATE, 0.8 M (2.6 FT) NORTH OF A FENCE, 0.6 M (2.0
 OY0353'FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTH OF A WITNESS
 OY0353'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OY0353'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0276 ***********************************************************************
 OX0276  DESIGNATION -  F 344
 OX0276  PID         -  OX0276
 OX0276  STATE/COUNTY-  ID/MADISON
 OX0276  USGS QUAD   -  WRIGHT CREEK (1965)
 OX0276
 OX0276                         *CURRENT SURVEY CONTROL
 OX0276  ___________________________________________________________________
 OX0276* NAD 83(1986)-  43 51 17.     (N)    111 25 47.     (W)     SCALED    
 OX0276* NAVD 88     -      1764.958  (meters)    5790.53   (feet)  POSTED    
 OX0276  ___________________________________________________________________
 OX0276  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 OX0276  DYNAMIC HT  -        1763.950 (meters)    5787.23  (feet)  COMP
 OX0276  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 OX0276
 OX0276  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0276
 OX0276.The horizontal coordinates were scaled from a topographic map and have
 OX0276.an estimated accuracy of +/- 6 seconds.
 OX0276
 OX0276.The orthometric height was determined by differential leveling
 OX0276.and adjusted by the National Geodetic Survey in 1992..
 OX0276.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0276.rate of 0.0 thru 1.0 mm/km.
 OX0276
 OX0276.The geoid height was determined by GEOID03.
 OX0276
 OX0276.The dynamic height is computed by dividing the NAVD 88
 OX0276.geopotential number by the normal gravity value computed on the
 OX0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0276.degrees latitude (g = 980.6199 gals.).
 OX0276
 OX0276.The modeled gravity was interpolated from observed gravity values.
 OX0276
 OX0276;                    North         East    Units  Estimated Accuracy
 OX0276;SPC ID E     -   243,320.      259,250.      MT  (+/- 180 meters Scaled)
 OX0276
 OX0276                          SUPERSEDED SURVEY CONTROL
 OX0276
 OX0276  NGVD 29 (??/??/92) 1763.799  (m)         5786.73   (f) ADJ UNCH    2 0
 OX0276
 OX0276.Superseded values are not recommended for survey control.
 OX0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0276.See file dsdata.txt to determine how the superseded data were derived.
 OX0276
 OX0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP654558(NAD 83)
 OX0276_MARKER: DB = BENCH MARK DISK
 OX0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0276_STAMPING: F 344 1951
 OX0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0276+STABILITY: SURFACE MOTION
 OX0276
 OX0276  HISTORY     - Date     Condition        Report By
 OX0276  HISTORY     - 1951     MONUMENTED       CGS
 OX0276  HISTORY     - 19940601 MARK NOT FOUND   IDTD
 OX0276
 OX0276                          STATION DESCRIPTION
 OX0276
 OX0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0276'9.5 MI SE FROM NEWDALE.
 OX0276'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0276'NEWDALE, THENCE 9.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 20, ON THE
 OX0276'SOUTHEAST SLOPE OF A CULTIVATED HILL, IN LINE WITH A TELEGRAPH LINE,
 OX0276'44 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 OX0276'NORTHEAST OF A TELEGRAPH LINE POLE NUMBER 402, 2.2 FEET SOUTHWEST OF A
 OX0276'WITNESS POST, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 OX0276'TOP OF A CONCRETE POST.
 OX0276
 OX0276                          STATION RECOVERY (1994)
 OX0276
 OX0276'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (GDJ)
 OX0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0420 ***********************************************************************
 RZ0420  DESIGNATION -  F 345
 RZ0420  PID         -  RZ0420
 RZ0420  STATE/COUNTY-  ID/LATAH
 RZ0420  USGS QUAD   -  TROY (1975)
 RZ0420
 RZ0420                         *CURRENT SURVEY CONTROL
 RZ0420  ___________________________________________________________________
 RZ0420* NAD 83(1986)-  46 44 07.     (N)    116 46 04.     (W)     SCALED    
 RZ0420* NAVD 88     -       753.113  (meters)    2470.84   (feet)  ADJUSTED  
 RZ0420  ___________________________________________________________________
 RZ0420  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 RZ0420  DYNAMIC HT  -         753.058 (meters)    2470.66  (feet)  COMP
 RZ0420  MODELED GRAV-     980,516.6   (mgal)                       NAVD 88
 RZ0420
 RZ0420  VERT ORDER  -  SECOND    CLASS 0
 RZ0420
 RZ0420.The horizontal coordinates were scaled from a topographic map and have
 RZ0420.an estimated accuracy of +/- 6 seconds.
 RZ0420
 RZ0420.The orthometric height was determined by differential leveling
 RZ0420.and adjusted by the National Geodetic Survey in June 1991..
 RZ0420
 RZ0420.The geoid height was determined by GEOID03.
 RZ0420
 RZ0420.The dynamic height is computed by dividing the NAVD 88
 RZ0420.geopotential number by the normal gravity value computed on the
 RZ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0420.degrees latitude (g = 980.6199 gals.).
 RZ0420
 RZ0420.The modeled gravity was interpolated from observed gravity values.
 RZ0420
 RZ0420;                    North         East    Units  Estimated Accuracy
 RZ0420;SPC ID W     -   563,670.      722,220.      MT  (+/- 180 meters Scaled)
 RZ0420
 RZ0420                          SUPERSEDED SURVEY CONTROL
 RZ0420
 RZ0420  NGVD 29 (??/??/92)  752.018  (m)         2467.25   (f) ADJ UNCH    2 0
 RZ0420
 RZ0420.Superseded values are not recommended for survey control.
 RZ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0420.See file dsdata.txt to determine how the superseded data were derived.
 RZ0420
 RZ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM177757(NAD 83)
 RZ0420_MARKER: DB = BENCH MARK DISK
 RZ0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0420_SP_SET: FOUNDATION
 RZ0420_STAMPING: F 345 1952
 RZ0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0420
 RZ0420  HISTORY     - Date     Condition        Report By
 RZ0420  HISTORY     - 1952     MONUMENTED       CGS
 RZ0420
 RZ0420                          STATION DESCRIPTION
 RZ0420
 RZ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0420'IN TROY.
 RZ0420'AT TROY, SET VERTICALLY IN THE SOUTHEAST CONCRETE FOUNDATION OF THE
 RZ0420'1ST BANK OF TROY, 20.1 FEET SOUTHWEST OF THE EAST CORNER OF THE
 RZ0420'BUILDING, 4.7 FEET NORTHEAST OF THE CENTER OF THE SIDE ENTRANCE, AND
 RZ0420'ABOUT 1 FOOT HIGHER THAN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0409 ***********************************************************************
 NV0409  DESIGNATION -  F 3451
 NV0409  PID         -  NV0409
 NV0409  STATE/COUNTY-  ID/GOODING
 NV0409  USGS QUAD   -  HAGERMAN (1992)
 NV0409
 NV0409                         *CURRENT SURVEY CONTROL
 NV0409  ___________________________________________________________________
 NV0409* NAD 83(1986)-  42 46 01.     (N)    114 53 19.     (W)     SCALED    
 NV0409* NAVD 88     -       900.208  (meters)    2953.43   (feet)  ADJUSTED  
 NV0409  ___________________________________________________________________
 NV0409  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 NV0409  DYNAMIC HT  -         899.788 (meters)    2952.05  (feet)  COMP
 NV0409  MODELED GRAV-     980,124.8   (mgal)                       NAVD 88
 NV0409
 NV0409  VERT ORDER  -  SECOND    CLASS 0
 NV0409
 NV0409.The horizontal coordinates were scaled from a topographic map and have
 NV0409.an estimated accuracy of +/- 6 seconds.
 NV0409
 NV0409.The orthometric height was determined by differential leveling
 NV0409.and adjusted by the National Geodetic Survey in June 1991..
 NV0409
 NV0409.The geoid height was determined by GEOID03.
 NV0409
 NV0409.The dynamic height is computed by dividing the NAVD 88
 NV0409.geopotential number by the normal gravity value computed on the
 NV0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0409.degrees latitude (g = 980.6199 gals.).
 NV0409
 NV0409.The modeled gravity was interpolated from observed gravity values.
 NV0409
 NV0409;                    North         East    Units  Estimated Accuracy
 NV0409;SPC ID C     -   122,590.      427,270.      MT  (+/- 180 meters Scaled)
 NV0409
 NV0409                          SUPERSEDED SURVEY CONTROL
 NV0409
 NV0409  NGVD 29 (??/??/92)  899.39   (m)         2950.7    (f) COMPUTED    2 0
 NV0409
 NV0409.Superseded values are not recommended for survey control.
 NV0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0409.See file dsdata.txt to determine how the superseded data were derived.
 NV0409
 NV0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH727370(NAD 83)
 NV0409_MARKER: DD = SURVEY DISK
 NV0409_SETTING: 80 = SET IN A BOULDER
 NV0409_SP_SET: BOULDER
 NV0409_STAMPING: F 3451 1934
 NV0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0409+STABILITY: SURFACE MOTION
 NV0409
 NV0409  HISTORY     - Date     Condition        Report By
 NV0409  HISTORY     - 1934     MONUMENTED       IDGS
 NV0409  HISTORY     - 1945     GOOD             NGS
 NV0409
 NV0409                          STATION DESCRIPTION
 NV0409
 NV0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0409'3.7 MI S FROM HAGERMAN.
 NV0409'3.7 MILES SOUTH OF THE POST OFFICE BY HIGHWAY.  ALONG HIGHWAY U.S. 30.
 NV0409'0.2 MILES NORTH OF THE OWSLEY BRIDGE OVER THE SNAKE RIVER.  NEAR THE
 NV0409'TOP OF A HILL RISING FROM THE RIVER.  70 YARDS SOUTH OF A CONCRETE
 NV0409'HIGHWAY CULVERT OVER AN IRRIGATION DITCH.  26 FEET EAST OF THE
 NV0409'CENTER-LINE OF HIGHWAY U.S. 30.7 FEET EAST OF THE EDGE OF A SHARP
 NV0409'EMBANKMENT.  IN THE EAST RIGHT-OF-WAY FENCE, ABOUT 8 FEET ABOVE THE
 NV0409'LEVEL OF THE HIGHWAY.  SET IN THE TOP OF A 4 FOOT BY 4 FOOT ROCK
 NV0409'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0408 ***********************************************************************
 NV0408  DESIGNATION -  F 3451 A
 NV0408  PID         -  NV0408
 NV0408  STATE/COUNTY-  ID/GOODING
 NV0408  USGS QUAD   -  HAGERMAN (1992)
 NV0408
 NV0408                         *CURRENT SURVEY CONTROL
 NV0408  ___________________________________________________________________
 NV0408* NAD 83(1986)-  42 46 03.     (N)    114 53 20.     (W)     SCALED    
 NV0408* NAVD 88     -       900.994  (meters)    2956.01   (feet)  ADJUSTED  
 NV0408  ___________________________________________________________________
 NV0408  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 NV0408  DYNAMIC HT  -         900.574 (meters)    2954.63  (feet)  COMP
 NV0408  MODELED GRAV-     980,124.9   (mgal)                       NAVD 88
 NV0408
 NV0408  VERT ORDER  -  SECOND    CLASS 0
 NV0408
 NV0408.The horizontal coordinates were scaled from a topographic map and have
 NV0408.an estimated accuracy of +/- 6 seconds.
 NV0408
 NV0408.The orthometric height was determined by differential leveling
 NV0408.and adjusted by the National Geodetic Survey in June 1991..
 NV0408
 NV0408.The geoid height was determined by GEOID03.
 NV0408
 NV0408.The dynamic height is computed by dividing the NAVD 88
 NV0408.geopotential number by the normal gravity value computed on the
 NV0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0408.degrees latitude (g = 980.6199 gals.).
 NV0408
 NV0408.The modeled gravity was interpolated from observed gravity values.
 NV0408
 NV0408;                    North         East    Units  Estimated Accuracy
 NV0408;SPC ID C     -   122,660.      427,250.      MT  (+/- 180 meters Scaled)
 NV0408
 NV0408                          SUPERSEDED SURVEY CONTROL
 NV0408
 NV0408  NGVD 29 (??/??/92)  900.17   (m)         2953.3    (f) COMPUTED    2 0
 NV0408
 NV0408.Superseded values are not recommended for survey control.
 NV0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0408.See file dsdata.txt to determine how the superseded data were derived.
 NV0408
 NV0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH727371(NAD 83)
 NV0408_MARKER: DD = SURVEY DISK
 NV0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0408_SP_SET: CULVERT
 NV0408_STAMPING: F 3451A 1934
 NV0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0408
 NV0408  HISTORY     - Date     Condition        Report By
 NV0408  HISTORY     - 1934     MONUMENTED       IDGS
 NV0408  HISTORY     - 1945     GOOD             NGS
 NV0408
 NV0408                          STATION DESCRIPTION
 NV0408
 NV0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0408'3.6 MI S FROM HAGERMAN.
 NV0408'3.6 MILES SOUTH OF THE POST OFFICE BY HIGHWAY.  ALONG HIGHWAY U.S. 30.
 NV0408'0.25 MILE NORTH OF THE OWSLEY BRIDGE OVER THE SNAKE RIVER.  NEAR THE
 NV0408'TOP OF A HILL RISING FROM THE SNAKE RIVER.  ABOUT 50 YARDS SOUTH OF A
 NV0408'POINT WHERE POWER LINE CROSSES OVER THE HIGHWAY.  23.7 FEET WEST OF
 NV0408'THE CENTER-LINE OF THE HIGHWAY.  23.0 FEET NORTHWEST OF THE NORTHWEST
 NV0408'CORNER OF A CONCRETE HIGHWAY CULVERT OVER AN IRRIGATION DITCH. 1.3
 NV0408'FEET EAST OF A WEST RIGHT-OF-WAY FENCE.  1.5 FEET BELOW THE HIGHWAY. 6
 NV0408'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0452 ***********************************************************************
 RZ0452  DESIGNATION -  F 346
 RZ0452  PID         -  RZ0452
 RZ0452  STATE/COUNTY-  ID/LATAH
 RZ0452  USGS QUAD   -  GENESEE (1990)
 RZ0452
 RZ0452                         *CURRENT SURVEY CONTROL
 RZ0452  ___________________________________________________________________
 RZ0452* NAD 83(1986)-  46 37 28.     (N)    116 59 26.     (W)     SCALED    
 RZ0452* NAVD 88     -       839.226  (meters)    2753.36   (feet)  ADJUSTED  
 RZ0452  ___________________________________________________________________
 RZ0452  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 RZ0452  DYNAMIC HT  -         839.157 (meters)    2753.13  (feet)  COMP
 RZ0452  MODELED GRAV-     980,503.9   (mgal)                       NAVD 88
 RZ0452
 RZ0452  VERT ORDER  -  SECOND    CLASS 0
 RZ0452
 RZ0452.The horizontal coordinates were scaled from a topographic map and have
 RZ0452.an estimated accuracy of +/- 6 seconds.
 RZ0452
 RZ0452.The orthometric height was determined by differential leveling
 RZ0452.and adjusted by the National Geodetic Survey in June 1991..
 RZ0452
 RZ0452.The geoid height was determined by GEOID03.
 RZ0452
 RZ0452.The dynamic height is computed by dividing the NAVD 88
 RZ0452.geopotential number by the normal gravity value computed on the
 RZ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0452.degrees latitude (g = 980.6199 gals.).
 RZ0452
 RZ0452.The modeled gravity was interpolated from observed gravity values.
 RZ0452
 RZ0452;                    North         East    Units  Estimated Accuracy
 RZ0452;SPC ID W     -   551,600.      705,000.      MT  (+/- 180 meters Scaled)
 RZ0452
 RZ0452                          SUPERSEDED SURVEY CONTROL
 RZ0452
 RZ0452  NGVD 29 (??/??/92)  838.134  (m)         2749.78   (f) ADJ UNCH    2 0
 RZ0452
 RZ0452.Superseded values are not recommended for survey control.
 RZ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0452.See file dsdata.txt to determine how the superseded data were derived.
 RZ0452
 RZ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM007634(NAD 83)
 RZ0452_MARKER: DB = BENCH MARK DISK
 RZ0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0452_SP_SET: CULVERT
 RZ0452_STAMPING: F 346 1952
 RZ0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0452
 RZ0452  HISTORY     - Date     Condition        Report By
 RZ0452  HISTORY     - 1952     MONUMENTED       CGS
 RZ0452
 RZ0452                          STATION DESCRIPTION
 RZ0452
 RZ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0452'8.8 MI N FROM GENESEE.
 RZ0452'8.4 MILES NORTH ALONG THE OLD U. S. HIGHWAY 95 FROM THE NORTHERN
 RZ0452'PACIFIC RAILWAY STATION AT GENESEE, THENCE 0.4 MILE NORTH ALONG U. S.
 RZ0452'HIGHWAY 95, 0.4 MILE SOUTHEAST OF THE JUNCTION OF A GRADED ROAD
 RZ0452'LEADING TO UNIONTOWN, WASHINGTON, AT THE JUNCTION OF A GRAVEL ROAD
 RZ0452'LEADING NORTH, IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTH
 RZ0452'CONCRETE HEAD WALL OF A 6- X 6-FOOT CONCRETE BOX CULVERT, 77 FEET WEST
 RZ0452'OF THE CENTER LINE OF THE ROAD, 24 FEET NORTH OF THE CENTER LINE OF
 RZ0452'THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0697 ***********************************************************************
 OH0697  DESIGNATION -  F 347
 OH0697  PID         -  OH0697
 OH0697  STATE/COUNTY-  ID/CANYON
 OH0697  USGS QUAD   -  PARMA (1975)
 OH0697
 OH0697                         *CURRENT SURVEY CONTROL
 OH0697  ___________________________________________________________________
 OH0697* NAD 83(1986)-  43 46 48.     (N)    116 56 16.     (W)     SCALED    
 OH0697* NAVD 88     -       678.495  (meters)    2226.03   (feet)  ADJUSTED  
 OH0697  ___________________________________________________________________
 OH0697  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 OH0697  DYNAMIC HT  -         678.275 (meters)    2225.31  (feet)  COMP
 OH0697  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 OH0697
 OH0697  VERT ORDER  -  FIRST     CLASS II
 OH0697
 OH0697.The horizontal coordinates were scaled from a topographic map and have
 OH0697.an estimated accuracy of +/- 6 seconds.
 OH0697
 OH0697.The orthometric height was determined by differential leveling
 OH0697.and adjusted by the National Geodetic Survey in June 1991..
 OH0697.WARNING-Repeat measurements at this control monument indicate possible
 OH0697.vertical movement.
 OH0697
 OH0697.The geoid height was determined by GEOID03.
 OH0697
 OH0697.The dynamic height is computed by dividing the NAVD 88
 OH0697.geopotential number by the normal gravity value computed on the
 OH0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0697.degrees latitude (g = 980.6199 gals.).
 OH0697
 OH0697.The modeled gravity was interpolated from observed gravity values.
 OH0697
 OH0697;                    North         East    Units  Estimated Accuracy
 OH0697;SPC ID W     -   235,440.      704,390.      MT  (+/- 180 meters Scaled)
 OH0697
 OH0697                          SUPERSEDED SURVEY CONTROL
 OH0697
 OH0697  NGVD 29 (??/??/92)  677.513  (m)         2222.81   (f) ADJ UNCH    1 2
 OH0697
 OH0697.Superseded values are not recommended for survey control.
 OH0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0697.See file dsdata.txt to determine how the superseded data were derived.
 OH0697
 OH0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ050474(NAD 83)
 OH0697_MARKER: DB = BENCH MARK DISK
 OH0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0697_STAMPING: F 347 1951
 OH0697_MARK LOGO: CGS   
 OH0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0697+STABILITY: SURFACE MOTION
 OH0697
 OH0697  HISTORY     - Date     Condition        Report By
 OH0697  HISTORY     - 1951     MONUMENTED       CGS
 OH0697  HISTORY     - 1983     GOOD             NGS
 OH0697
 OH0697                          STATION DESCRIPTION
 OH0697
 OH0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OH0697'0.5 MI SE FROM PARMA.
 OH0697'0.5 SOUTHEAST ALONG THE STREET LEADING TO THE PARMA AIR PORT FROM THE
 OH0697'UNION PACIFIC RAILROAD STATION, AT THE PARMA AIR PORT HANGER AND
 OH0697'OFFICE BUILDING, 14 1/2 FEET SOUTHWEST OF THE CENTER OF THE DOOR TO
 OH0697'THE OFFICE BUILDING, 4.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OH0697'OFFICE BUILDING AND HANGER, 1.1 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 OH0697'OF THE SIDE WALK, AND ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP
 OH0697'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OH0697
 OH0697                          STATION RECOVERY (1983)
 OH0697
 OH0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0470 ***********************************************************************
 NV0470  DESIGNATION -  F 3479
 NV0470  PID         -  NV0470
 NV0470  STATE/COUNTY-  ID/JEROME
 NV0470  USGS QUAD   -  JEROME (1982)
 NV0470
 NV0470                         *CURRENT SURVEY CONTROL
 NV0470  ___________________________________________________________________
 NV0470* NAD 83(1992)-  42 43 32.56221(N)    114 32 36.26441(W)     ADJUSTED  
 NV0470* NAVD 88     -      1116.645  (meters)    3663.53   (feet)  ADJUSTED  
 NV0470  ___________________________________________________________________
 NV0470  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 NV0470  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 NV0470  DYNAMIC HT  -        1116.068 (meters)    3661.63  (feet)  COMP
 NV0470  MODELED GRAV-     980,066.4   (mgal)                       NAVD 88
 NV0470
 NV0470  HORZ ORDER  -  THIRD
 NV0470  VERT ORDER  -  FIRST     CLASS II
 NV0470
 NV0470.The horizontal coordinates were established by classical geodetic methods
 NV0470.and adjusted by the National Geodetic Survey in July 1992..
 NV0470
 NV0470.The orthometric height was determined by differential leveling
 NV0470.and adjusted by the National Geodetic Survey in January 1993..
 NV0470
 NV0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0470
 NV0470.The geoid height was determined by GEOID03.
 NV0470
 NV0470.The dynamic height is computed by dividing the NAVD 88
 NV0470.geopotential number by the normal gravity value computed on the
 NV0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0470.degrees latitude (g = 980.6199 gals.).
 NV0470
 NV0470.The modeled gravity was interpolated from observed gravity values.
 NV0470
 NV0470;                    North         East     Units Scale Factor Converg.
 NV0470;SPC ID C     -   117,772.654   455,495.788   MT  0.99997173   -0 22 07.3
 NV0470;UTM  11      - 4,733,282.668   701,126.206   MT  1.00009770   +1 40 02.4
 NV0470
 NV0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0470!SPC ID C     -   0.99982730  x   0.99997173  =   0.99979903
 NV0470!UTM  11      -   0.99982730  x   1.00009770  =   0.99992498
 NV0470
 NV0470|---------------------------------------------------------------------|
 NV0470| PID    Reference Object                     Distance      Geod. Az  |
 NV0470|                                                           dddmmss.s |
 NV0470| NV0264 IDA 80 106                          294.864 METERS 23312     |
 NV0470| NV0268 IDA 80 105                          APPROX. 2.1 KM 2893917.6 |
 NV0470|---------------------------------------------------------------------|
 NV0470
 NV0470                          SUPERSEDED SURVEY CONTROL
 NV0470
 NV0470  NAD 83(1986)-  42 43 32.56072(N)    114 32 36.26199(W) AD(       ) 3
 NV0470  NAD 27      -  42 43 32.90100(N)    114 32 33.10600(W) AD(       ) 3
 NV0470  NAVD 88 (06/15/91) 1116.645  (m)         3663.53   (f) UNKNOWN     1 2
 NV0470  NGVD 29 (??/??/92) 1115.773  (m)         3660.67   (f) ADJ UNCH    2 0
 NV0470
 NV0470.Superseded values are not recommended for survey control.
 NV0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0470.See file dsdata.txt to determine how the superseded data were derived.
 NV0470
 NV0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0112633283(NAD 83)
 NV0470_MARKER: DD = SURVEY DISK
 NV0470_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NV0470_SP_SET: FOOTING
 NV0470_STAMPING: F 3479
 NV0470_MARK LOGO: IDGS  
 NV0470_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0470+STABILITY: SURFACE MOTION
 NV0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0470+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 NV0470
 NV0470  HISTORY     - Date     Condition        Report By
 NV0470  HISTORY     - 1959     MONUMENTED       CGS
 NV0470  HISTORY     - 1959     GOOD             NGS
 NV0470  HISTORY     - 19920713 GOOD             NGS
 NV0470  HISTORY     - 20030426 GOOD             ORBITE
 NV0470
 NV0470                          STATION DESCRIPTION
 NV0470
 NV0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0470'THE BENCH MARK WILL NOT SEE THE STATION IDA 80-105 DIRECTLY
 NV0470'BECAUSE OF INTERVENING OBSTRUCTIONS.  TO REDUCE TO THE TRUE
 NV0470'STATION DIFFERENCE IS--MINUS 26 FT 21.6 IN.
 NV0470'
 NV0470'THE STATION IS ABOUT 200 FEET NORTHWEST OF THE NORTHWEST END
 NV0470'OF THE UNION PACIFIC RAILROAD STATION AT JEROME, 32 FEET
 NV0470'NORTHEAST OF THE CENTER OF THE SOUTHWEST SET OF TRACKS AND SET
 NV0470'IN THE TOP CENTER OF THE NORTHEAST CONCRETE FOUNDATION OF
 NV0470'THE OLD WATER TANK.
 NV0470'
 NV0470'THE STATION MARK IS A STANDARD COAST AND GEODETIC SURVEY AND
 NV0470'STATE SURVEY DISK SET IN A DRILL HOLE IN A BLOCK OF CONCRETE
 NV0470'8 FEET LONG, 2 FEET WIDE AND 2 FEET HIGH AND STAMPED F 3479.
 NV0470'
 NV0470'A 2-WHEEL DRIVE STATION.
 NV0470
 NV0470                          STATION RECOVERY (1959)
 NV0470
 NV0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NV0470'IN JEROME.
 NV0470'AT JEROME, AT THE OLD WATER TANK SITE AT THE RAILROAD STATION, ABOUT
 NV0470'200 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE DEPOT, 32 FEET
 NV0470'NORTHEAST OF THE CENTER OF THE SOUTHWEST SET OF TRACKS, SET IN A DRILL
 NV0470'HOLE IN THE NORTHEAST CONCRETE FOUNDATION OF THE WATER TANK.
 NV0470
 NV0470                          STATION RECOVERY (1992)
 NV0470
 NV0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0470'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 NV0470'THE JUNCTION OF STATE HIGHWAY 25 IN JEROME, NEAR THE CENTER OF THE
 NV0470'MOST SOUTHEASTERLY CONCRETE FOOTING OF A FORMER WATER TANK, 8.9 M
 NV0470'(29.2 FT) NORTHEAST OF THE NEAR RAIL, AND 0.3 M (1.0 FT) ABOVE THE
 NV0470'LEVEL OF THE TRACK.
 NV0470
 NV0470                          STATION RECOVERY (2003)
 NV0470
 NV0470'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 NV0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0776 ***********************************************************************
 OH0776  DESIGNATION -  F 348
 OH0776  PID         -  OH0776
 OH0776  STATE/COUNTY-  ID/CANYON
 OH0776  USGS QUAD   -  CALDWELL (1971)
 OH0776
 OH0776                         *CURRENT SURVEY CONTROL
 OH0776  ___________________________________________________________________
 OH0776* NAD 83(1986)-  43 39 46.     (N)    116 42 14.     (W)     SCALED    
 OH0776* NAVD 88     -       718.247  (meters)    2356.45   (feet)  ADJUSTED  
 OH0776  ___________________________________________________________________
 OH0776  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 OH0776  DYNAMIC HT  -         718.004 (meters)    2355.65  (feet)  COMP
 OH0776  MODELED GRAV-     980,257.1   (mgal)                       NAVD 88
 OH0776
 OH0776  VERT ORDER  -  SECOND    CLASS 0
 OH0776
 OH0776.The horizontal coordinates were scaled from a topographic map and have
 OH0776.an estimated accuracy of +/- 6 seconds.
 OH0776
 OH0776.The orthometric height was determined by differential leveling
 OH0776.and adjusted by the National Geodetic Survey in June 1991..
 OH0776
 OH0776.The geoid height was determined by GEOID03.
 OH0776
 OH0776.The dynamic height is computed by dividing the NAVD 88
 OH0776.geopotential number by the normal gravity value computed on the
 OH0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0776.degrees latitude (g = 980.6199 gals.).
 OH0776
 OH0776.The modeled gravity was interpolated from observed gravity values.
 OH0776
 OH0776;                    North         East    Units  Estimated Accuracy
 OH0776;SPC ID W     -   222,170.      723,070.      MT  (+/- 180 meters Scaled)
 OH0776
 OH0776                          SUPERSEDED SURVEY CONTROL
 OH0776
 OH0776  NGVD 29 (??/??/92)  717.313  (m)         2353.38   (f) ADJ UNCH    2 0
 OH0776
 OH0776.Superseded values are not recommended for survey control.
 OH0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0776.See file dsdata.txt to determine how the superseded data were derived.
 OH0776
 OH0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ238344(NAD 83)
 OH0776_MARKER: DB = BENCH MARK DISK
 OH0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0776_STAMPING: F 348 1951
 OH0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0776+STABILITY: SURFACE MOTION
 OH0776
 OH0776  HISTORY     - Date     Condition        Report By
 OH0776  HISTORY     - 1951     MONUMENTED       CGS
 OH0776  HISTORY     - 1975     GOOD             NGS
 OH0776
 OH0776                          STATION DESCRIPTION
 OH0776
 OH0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OH0776'IN CALDWELL.
 OH0776'AT THE CALDWELL AIR PORT AND AT THE SOUTHEAST END OF THE RUNWAY, AT
 OH0776'THE NORTHEAST EDGE OF THE RUNWAY, 56 FEET NORTHEAST OF THE CENTER LINE
 OH0776'OF THE RUNWAY, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE TAXIE WAY,
 OH0776'8.6 FEET NORTHEAST OF THE NORTHEAST ONE OF THREE LANDING FIELD LIGHTS,
 OH0776'2.5 FEET SOUTH OF THE WITNESS POST, AND ABOUT LEVEL WITH THE RUNWAY,
 OH0776'AND SET IN THE TOP OF CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 OH0776'GROUND.
 OH0776
 OH0776                          STATION RECOVERY (1975)
 OH0776
 OH0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OH0776'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5701 ***********************************************************************
 AA5701  DESIGNATION -  F 348 RESET
 AA5701  PID         -  AA5701
 AA5701  STATE/COUNTY-  ID/CANYON
 AA5701  USGS QUAD   -  CALDWELL (1971)
 AA5701
 AA5701                         *CURRENT SURVEY CONTROL
 AA5701  ___________________________________________________________________
 AA5701* NAD 83(1986)-  43 39 46.     (N)    116 42 14.     (W)     SCALED    
 AA5701* NAVD 88     -       718.46   (+/-2cm)    2357.1    (feet)  VERTCON   
 AA5701  ___________________________________________________________________
 AA5701  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 AA5701
 AA5701  VERT ORDER  -  THIRD (See Below)
 AA5701
 AA5701.The horizontal coordinates were scaled from a topographic map and have
 AA5701.an estimated accuracy of +/- 6 seconds.
 AA5701
 AA5701.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5701.The vertical order pertains to the NGVD 29 superseded value.
 AA5701
 AA5701.The geoid height was determined by GEOID03.
 AA5701
 AA5701;                    North         East    Units  Estimated Accuracy
 AA5701;SPC ID W     -   222,170.      723,070.      MT  (+/- 180 meters Scaled)
 AA5701
 AA5701                          SUPERSEDED SURVEY CONTROL
 AA5701
 AA5701  NGVD 29 (03/27/06)  717.52   (m)         2354.1    (f) RESET       3  
 AA5701
 AA5701.Superseded values are not recommended for survey control.
 AA5701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5701.See file dsdata.txt to determine how the superseded data were derived.
 AA5701
 AA5701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ238344(NAD 83)
 AA5701_MARKER: DV = VERTICAL CONTROL DISK
 AA5701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5701_STAMPING: F 348 RESET 1994
 AA5701_MARK LOGO: NGS   
 AA5701_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5701+STABILITY: SURFACE MOTION
 AA5701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5701+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5701
 AA5701  HISTORY     - Date     Condition        Report By
 AA5701  HISTORY     - 1994     MONUMENTED       NGS
 AA5701
 AA5701                          STATION DESCRIPTION
 AA5701
 AA5701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (BEK)
 AA5701'LOCATED IN CALDWELL AT THE SOUTHEAST END OF THE OLD CALDWELL AIRPORT,
 AA5701'NOW ABANDONED.  FROM THE JUNCTION OF TENTH AVE.  AND BLANE ST. IN
 AA5701'CALDWELL GO NORTHWEST ON BLANE ST. (ONE-WAY) FOR 1.1 KM (0.70 MI) TO
 AA5701'THE JUNCTION OF STATE HIGHWAY 19 (SIMPLOT BLVD), TURN LEFT AND GO WEST
 AA5701'ON STATE HIGHWAY 19 (SIMPLOT BLVD) FOR 0.45 KM (0.25 MI) TO A SIDE
 AA5701'ROAD LEFT (KIT AVE), TURN LEFT AND GO SOUTH ON KIT AVE.  FOR 0.78 KM
 AA5701'(0.50 MI) TO A T JUNCTION AND LAUREL ST. AND THE MARK ON THE RIGHT.
 AA5701'LOCATED 38.3 M (125.7 FT) WEST FROM THE APPROXIMATE CENTER OF KIT
 AA5701'AVE., 7.7 M (25.3 FT) NORTH FROM THE APPROXIMATE CENTER OF LAUREL ST.,
 AA5701'1.4 M (4.6 FT) WEST OF THE BASE OF A POWER POLE GUY WIRE, 16.9 M (55.4
 AA5701'FT) WEST SOUTHWEST FROM A FIRE HYDRANT AND 0.7 M (2.3 FT) EAST FROM A
 AA5701'FIBERGLASS WITNESS POST, CONCRETE POST RECESSED 1-CENTIMETER BELOW
 AA5701'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0449 ***********************************************************************
 RZ0449  DESIGNATION -  F 349
 RZ0449  PID         -  RZ0449
 RZ0449  STATE/COUNTY-  ID/LATAH
 RZ0449  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0449
 RZ0449                         *CURRENT SURVEY CONTROL
 RZ0449  ___________________________________________________________________
 RZ0449* NAD 83(1986)-  46 38 53.     (N)    116 55 09.     (W)     SCALED    
 RZ0449* NAVD 88     -       853.351  (meters)    2799.70   (feet)  ADJUSTED  
 RZ0449  ___________________________________________________________________
 RZ0449  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 RZ0449  DYNAMIC HT  -         853.285 (meters)    2799.49  (feet)  COMP
 RZ0449  MODELED GRAV-     980,507.7   (mgal)                       NAVD 88
 RZ0449
 RZ0449  VERT ORDER  -  SECOND    CLASS 0
 RZ0449
 RZ0449.The horizontal coordinates were scaled from a topographic map and have
 RZ0449.an estimated accuracy of +/- 6 seconds.
 RZ0449
 RZ0449.The orthometric height was determined by differential leveling
 RZ0449.and adjusted by the National Geodetic Survey in June 1991..
 RZ0449
 RZ0449.The geoid height was determined by GEOID03.
 RZ0449
 RZ0449.The dynamic height is computed by dividing the NAVD 88
 RZ0449.geopotential number by the normal gravity value computed on the
 RZ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0449.degrees latitude (g = 980.6199 gals.).
 RZ0449
 RZ0449.The modeled gravity was interpolated from observed gravity values.
 RZ0449
 RZ0449;                    North         East    Units  Estimated Accuracy
 RZ0449;SPC ID W     -   554,140.      710,500.      MT  (+/- 180 meters Scaled)
 RZ0449
 RZ0449                          SUPERSEDED SURVEY CONTROL
 RZ0449
 RZ0449  NGVD 29 (??/??/92)  852.259  (m)         2796.12   (f) ADJ UNCH    2 0
 RZ0449
 RZ0449.Superseded values are not recommended for survey control.
 RZ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0449.See file dsdata.txt to determine how the superseded data were derived.
 RZ0449
 RZ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM061660(NAD 83)
 RZ0449_MARKER: DB = BENCH MARK DISK
 RZ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0449_STAMPING: F 349 1952
 RZ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0449+STABILITY: SURFACE MOTION
 RZ0449
 RZ0449  HISTORY     - Date     Condition        Report By
 RZ0449  HISTORY     - 1952     MONUMENTED       CGS
 RZ0449
 RZ0449                          STATION DESCRIPTION
 RZ0449
 RZ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0449'5.8 MI S FROM JOEL.
 RZ0449'5.8 MILES SOUTH ALONG A GRADED COUNTY ROAD FROM THE NORTHERN PACIFIC
 RZ0449'RAILWAY STATION AT JOEL, AT THE T JUNCTION OF A TRACK ROAD LEADING
 RZ0449'EAST TO A FARMHOUSE, 34 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 RZ0449'22 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 3 FEET WEST OF
 RZ0449'TELEPHONE POLE NO. 63, 11, 1.2 FEET SOUTHEAST OF THE WITNESS POST,
 RZ0449'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RZ0449'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0472 ***********************************************************************
 RZ0472  DESIGNATION -  F 350
 RZ0472  PID         -  RZ0472
 RZ0472  STATE/COUNTY-  ID/LATAH
 RZ0472  USGS QUAD   -  POTLATCH (1994)
 RZ0472
 RZ0472                         *CURRENT SURVEY CONTROL
 RZ0472  ___________________________________________________________________
 RZ0472* NAD 83(1986)-  46 53 42.     (N)    116 53 02.     (W)     SCALED    
 RZ0472* NAVD 88     -       803.852  (meters)    2637.30   (feet)  ADJUSTED  
 RZ0472  ___________________________________________________________________
 RZ0472  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 RZ0472  DYNAMIC HT  -         803.786 (meters)    2637.09  (feet)  COMP
 RZ0472  MODELED GRAV-     980,505.0   (mgal)                       NAVD 88
 RZ0472
 RZ0472  VERT ORDER  -  SECOND    CLASS 0
 RZ0472
 RZ0472.The horizontal coordinates were scaled from a topographic map and have
 RZ0472.an estimated accuracy of +/- 6 seconds.
 RZ0472
 RZ0472.The orthometric height was determined by differential leveling
 RZ0472.and adjusted by the National Geodetic Survey in June 1991..
 RZ0472
 RZ0472.The geoid height was determined by GEOID03.
 RZ0472
 RZ0472.The dynamic height is computed by dividing the NAVD 88
 RZ0472.geopotential number by the normal gravity value computed on the
 RZ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0472.degrees latitude (g = 980.6199 gals.).
 RZ0472
 RZ0472.The modeled gravity was interpolated from observed gravity values.
 RZ0472
 RZ0472;                    North         East    Units  Estimated Accuracy
 RZ0472;SPC ID W     -   581,550.      713,600.      MT  (+/- 180 meters Scaled)
 RZ0472
 RZ0472                          SUPERSEDED SURVEY CONTROL
 RZ0472
 RZ0472  NGVD 29 (??/??/92)  802.721  (m)         2633.59   (f) ADJ UNCH    2 0
 RZ0472
 RZ0472.Superseded values are not recommended for survey control.
 RZ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0472.See file dsdata.txt to determine how the superseded data were derived.
 RZ0472
 RZ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM088935(NAD 83)
 RZ0472_MARKER: DB = BENCH MARK DISK
 RZ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0472_STAMPING: F 350 1952
 RZ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0472+STABILITY: SURFACE MOTION
 RZ0472
 RZ0472  HISTORY     - Date     Condition        Report By
 RZ0472  HISTORY     - 1952     MONUMENTED       CGS
 RZ0472  HISTORY     - 1981     GOOD             LOCSUR
 RZ0472
 RZ0472                          STATION DESCRIPTION
 RZ0472
 RZ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0472'2.4 MI SE FROM POTLATCH.
 RZ0472'0.6 MILE EAST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM THE
 RZ0472'STATION AT POTLATCH, THENCE 1.8 MILES SOUTH ALONG A GRADED COUNTY
 RZ0472'ROAD, AT THE T JUNCTION OF A ROAD LEADING EAST, 104 FEET EAST OF THE
 RZ0472'CENTER LINE OF THE ROAD, 70 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 RZ0472'LEADING TO A LOG HOUSE, 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 RZ0472'LEADING EAST, 4 1/2 FEET WEST OF A TELEPHONE POLE, 1.2 FEET NORTH OF A
 RZ0472'FENCE, 2.4 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A
 RZ0472'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 RZ0472
 RZ0472                          STATION RECOVERY (1981)
 RZ0472
 RZ0472'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 RZ0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0441 ***********************************************************************
 NV0441  DESIGNATION -  F 3501
 NV0441  PID         -  NV0441
 NV0441  STATE/COUNTY-  ID/TWIN FALLS
 NV0441  USGS QUAD   -  BALANCED ROCK (1992)
 NV0441
 NV0441                         *CURRENT SURVEY CONTROL
 NV0441  ___________________________________________________________________
 NV0441* NAD 83(1986)-  42 35 17.     (N)    114 54 42.     (W)     SCALED    
 NV0441* NAVD 88     -      1116.151  (meters)    3661.91   (feet)  ADJUSTED  
 NV0441  ___________________________________________________________________
 NV0441  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 NV0441  DYNAMIC HT  -        1115.550 (meters)    3659.93  (feet)  COMP
 NV0441  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 NV0441
 NV0441  VERT ORDER  -  SECOND    CLASS 0
 NV0441
 NV0441.The horizontal coordinates were scaled from a topographic map and have
 NV0441.an estimated accuracy of +/- 6 seconds.
 NV0441
 NV0441.The orthometric height was determined by differential leveling
 NV0441.and adjusted by the National Geodetic Survey in June 1991..
 NV0441
 NV0441.The geoid height was determined by GEOID03.
 NV0441
 NV0441.The dynamic height is computed by dividing the NAVD 88
 NV0441.geopotential number by the normal gravity value computed on the
 NV0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0441.degrees latitude (g = 980.6199 gals.).
 NV0441
 NV0441.The modeled gravity was interpolated from observed gravity values.
 NV0441
 NV0441;                    North         East    Units  Estimated Accuracy
 NV0441;SPC ID C     -   102,740.      425,170.      MT  (+/- 180 meters Scaled)
 NV0441
 NV0441                          SUPERSEDED SURVEY CONTROL
 NV0441
 NV0441  NGVD 29 (??/??/92) 1115.25   (m)         3658.9    (f) COMPUTED    2 0
 NV0441
 NV0441.Superseded values are not recommended for survey control.
 NV0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0441.See file dsdata.txt to determine how the superseded data were derived.
 NV0441
 NV0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH713171(NAD 83)
 NV0441_MARKER: DD = SURVEY DISK
 NV0441_SETTING: 66 = SET IN ROCK OUTCROP
 NV0441_SP_SET: ROCK OUTCROP
 NV0441_STAMPING: F 3501
 NV0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0441+STABILITY: POSITION/ELEVATION WELL
 NV0441
 NV0441  HISTORY     - Date     Condition        Report By
 NV0441  HISTORY     - UNK      MONUMENTED       IDGS
 NV0441  HISTORY     - 1935     GOOD             NGS
 NV0441
 NV0441                          STATION DESCRIPTION
 NV0441
 NV0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NV0441'8.0 MI W FROM BUHL.
 NV0441'ABOUT 8.0 MILES WEST ALONG ROADS FROM BUHL, TWIN FALLS COUNTY, ABOUT
 NV0441'2.9 MILES EAST OF THE JUNCTION OF ROADS LEADING FROM HOT SPRING,
 NV0441'OWSLEY BRIDGE AND CASTLEFORD, ON THE WEST SIDE OF SALMON FALLS CREEK
 NV0441'CANYON, ABOUT 150 FEET SOUTH OF A RAVINE ENTERING THE CANYON FROM THE
 NV0441'WEST, ABOUT 120 FEET EAST OF HIGHWAY LOCATION SURVEY STATION 402+00,
 NV0441'10 FEET WEST OF THE PRECIPITIOUS WALL OF THE CANYON, AND 4 FEET NORTH
 NV0441'OF A ROCK CAIRN 4 FEET IN HEIGHT.  A STATE SURVEY STANDARD DISK,
 NV0441'STAMPED F 3501 AND WEDGED IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0492 ***********************************************************************
 RZ0492  DESIGNATION -  F 352
 RZ0492  PID         -  RZ0492
 RZ0492  STATE/COUNTY-  ID/NEZ PERCE
 RZ0492  USGS QUAD   -  GREEN KNOB (1990)
 RZ0492
 RZ0492                         *CURRENT SURVEY CONTROL
 RZ0492  ___________________________________________________________________
 RZ0492* NAD 83(1986)-  46 30 04.     (N)    116 45 33.     (W)     SCALED    
 RZ0492* NAVD 88     -       267.751  (meters)     878.45   (feet)  ADJUSTED  
 RZ0492  ___________________________________________________________________
 RZ0492  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 RZ0492  DYNAMIC HT  -         267.745 (meters)     878.43  (feet)  COMP
 RZ0492  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 RZ0492
 RZ0492  VERT ORDER  -  SECOND    CLASS 0
 RZ0492
 RZ0492.The horizontal coordinates were scaled from a topographic map and have
 RZ0492.an estimated accuracy of +/- 6 seconds.
 RZ0492
 RZ0492.The orthometric height was determined by differential leveling
 RZ0492.and adjusted by the National Geodetic Survey in June 1991..
 RZ0492
 RZ0492.The geoid height was determined by GEOID03.
 RZ0492
 RZ0492.The dynamic height is computed by dividing the NAVD 88
 RZ0492.geopotential number by the normal gravity value computed on the
 RZ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0492.degrees latitude (g = 980.6199 gals.).
 RZ0492
 RZ0492.The modeled gravity was interpolated from observed gravity values.
 RZ0492
 RZ0492;                    North         East    Units  Estimated Accuracy
 RZ0492;SPC ID W     -   537,630.      722,540.      MT  (+/- 180 meters Scaled)
 RZ0492
 RZ0492                          SUPERSEDED SURVEY CONTROL
 RZ0492
 RZ0492  NGVD 29 (??/??/92)  266.744  (m)          875.14   (f) ADJ UNCH    2 0
 RZ0492
 RZ0492.Superseded values are not recommended for survey control.
 RZ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0492.See file dsdata.txt to determine how the superseded data were derived.
 RZ0492
 RZ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM184497(NAD 83)
 RZ0492_MARKER: DB = BENCH MARK DISK
 RZ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0492_STAMPING: F 352 1952
 RZ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0492+STABILITY: SURFACE MOTION
 RZ0492
 RZ0492  HISTORY     - Date     Condition        Report By
 RZ0492  HISTORY     - 1952     MONUMENTED       CGS
 RZ0492
 RZ0492                          STATION DESCRIPTION
 RZ0492
 RZ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0492'1.9 MI NE FROM ARROW.
 RZ0492'1.9 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RZ0492'STATION AT ARROW, AT A DIM TRACK ROAD CROSSING, 47 FEET NORTHWEST OF
 RZ0492'THE CENTER LINE OF THE ROAD CROSSING, 44 FEET NORTHWEST OF THE
 RZ0492'NORTHWEST RAIL, 27 FEET NORTHEAST OF THE CENTER OF A GATE, 1.8 FEET
 RZ0492'SOUTHEAST OF A FENCE, 1.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1
 RZ0492'FOOT HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 RZ0492'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0555 ***********************************************************************
 SV0555  DESIGNATION -  F 353
 SV0555  PID         -  SV0555
 SV0555  STATE/COUNTY-  ID/KOOTENAI
 SV0555  USGS QUAD   -  MICA BAY (1996)
 SV0555
 SV0555                         *CURRENT SURVEY CONTROL
 SV0555  ___________________________________________________________________
 SV0555* NAD 83(1986)-  47 36 06.     (N)    116 46 30.     (W)     SCALED    
 SV0555* NAVD 88     -       668.444  (meters)    2193.05   (feet)  ADJUSTED  
 SV0555  ___________________________________________________________________
 SV0555  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 SV0555  DYNAMIC HT  -         668.464 (meters)    2193.12  (feet)  COMP
 SV0555  MODELED GRAV-     980,621.5   (mgal)                       NAVD 88
 SV0555
 SV0555  VERT ORDER  -  SECOND    CLASS 0
 SV0555
 SV0555.The horizontal coordinates were scaled from a topographic map and have
 SV0555.an estimated accuracy of +/- 6 seconds.
 SV0555
 SV0555.The orthometric height was determined by differential leveling
 SV0555.and adjusted by the National Geodetic Survey in June 1991..
 SV0555
 SV0555.The geoid height was determined by GEOID03.
 SV0555
 SV0555.The dynamic height is computed by dividing the NAVD 88
 SV0555.geopotential number by the normal gravity value computed on the
 SV0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0555.degrees latitude (g = 980.6199 gals.).
 SV0555
 SV0555.The modeled gravity was interpolated from observed gravity values.
 SV0555
 SV0555;                    North         East    Units  Estimated Accuracy
 SV0555;SPC ID W     -   659,990.      722,930.      MT  (+/- 180 meters Scaled)
 SV0555
 SV0555                          SUPERSEDED SURVEY CONTROL
 SV0555
 SV0555  NGVD 29 (??/??/92)  667.323  (m)         2189.38   (f) ADJ UNCH    2 0
 SV0555
 SV0555.Superseded values are not recommended for survey control.
 SV0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0555.See file dsdata.txt to determine how the superseded data were derived.
 SV0555
 SV0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN169720(NAD 83)
 SV0555_MARKER: DB = BENCH MARK DISK
 SV0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0555_STAMPING: F 353 1952
 SV0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0555+STABILITY: SURFACE MOTION
 SV0555
 SV0555  HISTORY     - Date     Condition        Report By
 SV0555  HISTORY     - 1952     MONUMENTED       CGS
 SV0555
 SV0555                          STATION DESCRIPTION
 SV0555
 SV0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SV0555'16.9 MI NW FROM HARRISON.
 SV0555'16.9 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0555'OFFICE AT HARRISON, 0.05 MILE NORTHWEST OF THE ENTRANCE TO CAMP
 SV0555'EASTON, 58.9 FEET SOUTH OF THE SOUTH LEG OF 30-FOOT WATER TANK TOWER,
 SV0555'34 FEET WEST OF THE CENTER OF THE T JUNCTION OF A TRACK ROAD LEADING
 SV0555'NORTHWEST, 32 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.9
 SV0555'FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 SV0555'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SV0555'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0733 ***********************************************************************
 OY0733  DESIGNATION -  F 36
 OY0733  PID         -  OY0733
 OY0733  STATE/COUNTY-  ID/CUSTER
 OY0733  USGS QUAD   -  MACKAY RESERVOIR (1991)
 OY0733
 OY0733                         *CURRENT SURVEY CONTROL
 OY0733  ___________________________________________________________________
 OY0733* NAD 83(1986)-  43 57 47.     (N)    113 40 58.     (W)     SCALED    
 OY0733* NAVD 88     -      1865.703  (meters)    6121.06   (feet)  POSTED    
 OY0733  ___________________________________________________________________
 OY0733  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 OY0733  DYNAMIC HT  -        1864.460 (meters)    6116.98  (feet)  COMP
 OY0733  MODELED GRAV-     979,886.9   (mgal)                       NAVD 88
 OY0733
 OY0733  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0733
 OY0733.The horizontal coordinates were scaled from a topographic map and have
 OY0733.an estimated accuracy of +/- 6 seconds.
 OY0733
 OY0733.The orthometric height was determined by differential leveling
 OY0733.and adjusted by the National Geodetic Survey in 1992..
 OY0733.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0733.rate greater than 8.0 mm/km.
 OY0733
 OY0733.The geoid height was determined by GEOID03.
 OY0733
 OY0733.The dynamic height is computed by dividing the NAVD 88
 OY0733.geopotential number by the normal gravity value computed on the
 OY0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0733.degrees latitude (g = 980.6199 gals.).
 OY0733
 OY0733.The modeled gravity was interpolated from observed gravity values.
 OY0733
 OY0733;                    North         East    Units  Estimated Accuracy
 OY0733;SPC ID C     -   255,140.      525,460.      MT  (+/- 180 meters Scaled)
 OY0733
 OY0733                          SUPERSEDED SURVEY CONTROL
 OY0733
 OY0733  NGVD 29 (??/??/92) 1864.653  (m)         6117.62   (f) ADJ UNCH    2 0
 OY0733
 OY0733.Superseded values are not recommended for survey control.
 OY0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0733.See file dsdata.txt to determine how the superseded data were derived.
 OY0733
 OY0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP847712(NAD 83)
 OY0733_MARKER: DB = BENCH MARK DISK
 OY0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0733_STAMPING: F 36 1934
 OY0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0733+STABILITY: SURFACE MOTION
 OY0733
 OY0733  HISTORY     - Date     Condition        Report By
 OY0733  HISTORY     - 1934     MONUMENTED       CGS
 OY0733  HISTORY     - 1936     GOOD             NGS
 OY0733
 OY0733                          STATION DESCRIPTION
 OY0733
 OY0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0733'5.7 MI NW FROM MACKAY.
 OY0733'5.7 NORTHWEST ALONG STATE HIGHWAY 27 FROM THE OREGON SHORT LINE
 OY0733'RAILROAD STATION AT MACKAY, CUSTER COUNTY, 0.7 MILE WEST OF THE MACKAY
 OY0733'DAM.  1,000 FEET NORTHWEST OF A COVE OF THE MACKAY RESERVOIR, 96 FEET
 OY0733'NORTHEAST OF POLE 1146, 120 FEET WEST OF THE WEST ONE OF TWO ROUND
 OY0733'FILLS, AND 57 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 OY0733'DISK, STAMPED F 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0431 ***********************************************************************
 NT0431  DESIGNATION -  F 360
 NT0431  PID         -  NT0431
 NT0431  STATE/COUNTY-  ID/CARIBOU
 NT0431  USGS QUAD   -  CHINA HAT (1981)
 NT0431
 NT0431                         *CURRENT SURVEY CONTROL
 NT0431  ___________________________________________________________________
 NT0431* NAD 83(1986)-  42 48 48.     (N)    111 33 49.     (W)     SCALED    
 NT0431* NAVD 88     -      1874.079  (meters)    6148.54   (feet)  ADJUSTED  
 NT0431  ___________________________________________________________________
 NT0431  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 NT0431  DYNAMIC HT  -        1872.765 (meters)    6144.23  (feet)  COMP
 NT0431  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 NT0431
 NT0431  VERT ORDER  -  SECOND    CLASS 0
 NT0431
 NT0431.The horizontal coordinates were scaled from a topographic map and have
 NT0431.an estimated accuracy of +/- 6 seconds.
 NT0431
 NT0431.The orthometric height was determined by differential leveling
 NT0431.and adjusted by the National Geodetic Survey in June 1991..
 NT0431
 NT0431.The geoid height was determined by GEOID03.
 NT0431
 NT0431.The dynamic height is computed by dividing the NAVD 88
 NT0431.geopotential number by the normal gravity value computed on the
 NT0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0431.degrees latitude (g = 980.6199 gals.).
 NT0431
 NT0431.The modeled gravity was interpolated from observed gravity values.
 NT0431
 NT0431;                    North         East    Units  Estimated Accuracy
 NT0431;SPC ID E     -   127,540.      249,320.      MT  (+/- 180 meters Scaled)
 NT0431
 NT0431                          SUPERSEDED SURVEY CONTROL
 NT0431
 NT0431  NGVD 29 (??/??/92) 1872.834  (m)         6144.46   (f) ADJ UNCH    2 0
 NT0431
 NT0431.Superseded values are not recommended for survey control.
 NT0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0431.See file dsdata.txt to determine how the superseded data were derived.
 NT0431
 NT0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN539402(NAD 83)
 NT0431_MARKER: DB = BENCH MARK DISK
 NT0431_SETTING: 0 = UNSPECIFIED SETTING
 NT0431_STAMPING: F 360 1951
 NT0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0431
 NT0431  HISTORY     - Date     Condition        Report By
 NT0431  HISTORY     - 1951     MONUMENTED       CGS
 NT0431
 NT0431                          STATION DESCRIPTION
 NT0431
 NT0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0431'12 MI N FROM SODA SPRINGS.
 NT0431'12 MILES NORTH ALONG THE STATE HIGHWAY 34 FROM SODA SPRINGS, 7.4 MILES
 NT0431'SOUTH OF THE HENRY CARIBOU CO., 0.3 MILES NORTH OF WHITE BLOCK
 NT0431'BUILDING ON THE RIGHT AND A DIRT ROAD ON THE RIGHT, 48 FEET EAST OF
 NT0431'THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE, 4 FEET LOWER
 NT0431'THAN THE HIGHWAY, 4 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0385 ***********************************************************************
 RZ0385  DESIGNATION -  F 363
 RZ0385  PID         -  RZ0385
 RZ0385  STATE/COUNTY-  ID/NEZ PERCE
 RZ0385  USGS QUAD   -  JULIAETTA (1990)
 RZ0385
 RZ0385                         *CURRENT SURVEY CONTROL
 RZ0385  ___________________________________________________________________
 RZ0385* NAD 83(1986)-  46 30 50.     (N)    116 40 48.     (W)     SCALED    
 RZ0385* NAVD 88     -       263.221  (meters)     863.58   (feet)  ADJUSTED  
 RZ0385  ___________________________________________________________________
 RZ0385  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 RZ0385  DYNAMIC HT  -         263.221 (meters)     863.58  (feet)  COMP
 RZ0385  MODELED GRAV-     980,606.6   (mgal)                       NAVD 88
 RZ0385
 RZ0385  VERT ORDER  -  FIRST     CLASS II
 RZ0385
 RZ0385.The horizontal coordinates were scaled from a topographic map and have
 RZ0385.an estimated accuracy of +/- 6 seconds.
 RZ0385
 RZ0385.The orthometric height was determined by differential leveling
 RZ0385.and adjusted by the National Geodetic Survey in June 1991..
 RZ0385
 RZ0385.The geoid height was determined by GEOID03.
 RZ0385
 RZ0385.The dynamic height is computed by dividing the NAVD 88
 RZ0385.geopotential number by the normal gravity value computed on the
 RZ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0385.degrees latitude (g = 980.6199 gals.).
 RZ0385
 RZ0385.The modeled gravity was interpolated from observed gravity values.
 RZ0385
 RZ0385;                    North         East    Units  Estimated Accuracy
 RZ0385;SPC ID W     -   538,980.      728,630.      MT  (+/- 180 meters Scaled)
 RZ0385
 RZ0385                          SUPERSEDED SURVEY CONTROL
 RZ0385
 RZ0385  NGVD 29 (??/??/92)  262.219  (m)          860.30   (f) ADJ UNCH    1 2
 RZ0385
 RZ0385.Superseded values are not recommended for survey control.
 RZ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0385.See file dsdata.txt to determine how the superseded data were derived.
 RZ0385
 RZ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM245511(NAD 83)
 RZ0385_MARKER: DD = SURVEY DISK
 RZ0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0385_SP_SET: CULVERT
 RZ0385_STAMPING: F 363 1959
 RZ0385_MARK LOGO: USE   
 RZ0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0385
 RZ0385  HISTORY     - Date     Condition        Report By
 RZ0385  HISTORY     - 1959     MONUMENTED       DOD
 RZ0385  HISTORY     - 1980     GOOD             NGS
 RZ0385
 RZ0385                          STATION DESCRIPTION
 RZ0385
 RZ0385'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0385'20.95 MI E FROM LEWISTON.
 RZ0385'APPROXIMATELY 20.95 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0385'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0385'CLEARWATER RIVER, ON TOP OF THE DOWNSTREAM END OF THE LEFT BANK
 RZ0385'HEADWALL OF THE CHERRY LANE BRIDGE OVER THE CLEARWATER RIVER, ABOUT 3
 RZ0385'FEET WEST OF THE SOUTH END OF THE BRIDGE S WOODEN GUARDRAIL, ABOUT THE
 RZ0385'SAME ELEVATION AS THE BRIDGE DECK, 3 FEET NORTH OF A 2- BY 2-INCH
 RZ0385'WHITE WOODEN WITNESS POST.  A STANDARD CORPS OF ENGINEERS BRONZE
 RZ0385'MARKER CEMENTED IN THE TOP OF THE CONCRETE HEADWALL.
 RZ0385
 RZ0385                          STATION RECOVERY (1980)
 RZ0385
 RZ0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0385'11.8 KILOMETERS (7.35 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ0385'SOUTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER
 RZ0385'IN LENORE, SET IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 RZ0385'ABUTMENT FOR A STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER AT
 RZ0385'CHERRYLANE SIDING, 3.5 METERS (11.5 FEET) SOUTHWEST OF THE CENTERLINE
 RZ0385'OF THE BRIDGE, 0.15 METER (0.5 FOOT) NORTHEAST OF THE SOUTHWEST EDGE
 RZ0385'OF THE ABUTMENT.
 RZ0385'THE MARK IS ABOVE LEVEL WITH THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0209 ***********************************************************************
 RZ0209  DESIGNATION -  F 364
 RZ0209  PID         -  RZ0209
 RZ0209  STATE/COUNTY-  ID/CLEARWATER
 RZ0209  USGS QUAD   -  AHSAHKA (1994)
 RZ0209
 RZ0209                         *CURRENT SURVEY CONTROL
 RZ0209  ___________________________________________________________________
 RZ0209* NAD 83(1986)-  46 30 02.     (N)    116 21 55.     (W)     SCALED    
 RZ0209* NAVD 88     -       300.188  (meters)     984.87   (feet)  ADJUSTED  
 RZ0209  ___________________________________________________________________
 RZ0209  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 RZ0209  DYNAMIC HT  -         300.178 (meters)     984.83  (feet)  COMP
 RZ0209  MODELED GRAV-     980,574.5   (mgal)                       NAVD 88
 RZ0209
 RZ0209  VERT ORDER  -  FIRST     CLASS II
 RZ0209
 RZ0209.The horizontal coordinates were scaled from a topographic map and have
 RZ0209.an estimated accuracy of +/- 6 seconds.
 RZ0209
 RZ0209.The orthometric height was determined by differential leveling
 RZ0209.and adjusted by the National Geodetic Survey in June 1991..
 RZ0209
 RZ0209.The geoid height was determined by GEOID03.
 RZ0209
 RZ0209.The dynamic height is computed by dividing the NAVD 88
 RZ0209.geopotential number by the normal gravity value computed on the
 RZ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0209.degrees latitude (g = 980.6199 gals.).
 RZ0209
 RZ0209.The modeled gravity was interpolated from observed gravity values.
 RZ0209
 RZ0209;                    North         East    Units  Estimated Accuracy
 RZ0209;SPC ID W     -   537,260.      752,770.      MT  (+/- 180 meters Scaled)
 RZ0209
 RZ0209                          SUPERSEDED SURVEY CONTROL
 RZ0209
 RZ0209  NGVD 29 (??/??/92)  299.176  (m)          981.55   (f) ADJ UNCH    1 2
 RZ0209
 RZ0209.Superseded values are not recommended for survey control.
 RZ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0209.See file dsdata.txt to determine how the superseded data were derived.
 RZ0209
 RZ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM487498(NAD 83)
 RZ0209_MARKER: DD = SURVEY DISK
 RZ0209_SETTING: 80 = SET IN A BOULDER
 RZ0209_SP_SET: GRANITE OUTCROP
 RZ0209_STAMPING: F 364 1959
 RZ0209_MARK LOGO: USE   
 RZ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0209+STABILITY: SURFACE MOTION
 RZ0209
 RZ0209  HISTORY     - Date     Condition        Report By
 RZ0209  HISTORY     - 1959     MONUMENTED       DOD
 RZ0209  HISTORY     - 1980     GOOD             NGS
 RZ0209
 RZ0209                          STATION DESCRIPTION
 RZ0209
 RZ0209'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0209'38.66 MI E FROM LEWISTON.
 RZ0209'IN CLEARWATER COUNTY, APPROXIMATELY 38.66 MILES EAST ALONG STATE
 RZ0209'HIGHWAYS 95 AND 9 FROM THE COUNTY COURTHOUSE AT LEWISTON, NEZ PERCE
 RZ0209'COUNTY, ON THE LEFT BANK OF THE CLEARWATER RIVER, ABOUT 200 FEET
 RZ0209'UPSTREAM FROM A HIGHWAY CURVE SIGN FACING DOWNSTREAM, 27 FEET SOUTH OF
 RZ0209'THE CENTERLINE OF HIGHWAY 9.  A STANDARD CORPS OF ENGINEERS BRONZE
 RZ0209'MARKER CEMENTED IN THE TOP OF A LARGE GRANITE OUTCROP AND MARKED WITH
 RZ0209'WHITE PAINT, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 RZ0209
 RZ0209                          STATION RECOVERY (1980)
 RZ0209
 RZ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0209'9.2 KILOMETERS (5.7 MILES) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ0209'JUNCTION OF STATE HIGHWAY 7 IN OROFINO, 0.6 KILOMETER (0.4 MILE)
 RZ0209'EAST OF HIGHWAY MILEPOST 38, SET IN TOP OF A SMALL LEDGE OF ROCK
 RZ0209'OUTCROP MARK WITH THE PAINTED INITIALS -BM-, 8.0 METERS (26.0 FEET)
 RZ0209'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.1 METERS (7.0 FEET) WEST OF
 RZ0209'AN 8-CENTIMETER (3-INCH) DIAMETER GRAND FIR TREE.
 RZ0209'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0499 ***********************************************************************
 RY0499  DESIGNATION -  F 365
 RY0499  PID         -  RY0499
 RY0499  STATE/COUNTY-  ID/IDAHO
 RY0499  USGS QUAD   -  GODDARD POINT (1995)
 RY0499
 RY0499                         *CURRENT SURVEY CONTROL
 RY0499  ___________________________________________________________________
 RY0499* NAD 83(1986)-  46 05 52.     (N)    115 32 31.     (W)     SCALED    
 RY0499* NAVD 88     -       469.459  (meters)    1540.22   (feet)  ADJUSTED  
 RY0499  ___________________________________________________________________
 RY0499  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 RY0499  DYNAMIC HT  -         469.396 (meters)    1540.01  (feet)  COMP
 RY0499  MODELED GRAV-     980,468.3   (mgal)                       NAVD 88
 RY0499
 RY0499  VERT ORDER  -  SECOND    CLASS 0
 RY0499
 RY0499.The horizontal coordinates were scaled from a topographic map and have
 RY0499.an estimated accuracy of +/- 6 seconds.
 RY0499
 RY0499.The orthometric height was determined by differential leveling
 RY0499.and adjusted by the National Geodetic Survey in June 1991..
 RY0499
 RY0499.The geoid height was determined by GEOID03.
 RY0499
 RY0499.The dynamic height is computed by dividing the NAVD 88
 RY0499.geopotential number by the normal gravity value computed on the
 RY0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0499.degrees latitude (g = 980.6199 gals.).
 RY0499
 RY0499.The modeled gravity was interpolated from observed gravity values.
 RY0499
 RY0499;                    North         East    Units  Estimated Accuracy
 RY0499;SPC ID W     -   492,330.      816,090.      MT  (+/- 180 meters Scaled)
 RY0499
 RY0499                          SUPERSEDED SURVEY CONTROL
 RY0499
 RY0499  NGVD 29 (??/??/92)  468.358  (m)         1536.60   (f) ADJ UNCH    2 0
 RY0499
 RY0499.Superseded values are not recommended for survey control.
 RY0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0499.See file dsdata.txt to determine how the superseded data were derived.
 RY0499
 RY0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM127059(NAD 83)
 RY0499_MARKER: DB = BENCH MARK DISK
 RY0499_SETTING: 80 = SET IN A BOULDER
 RY0499_STAMPING: F 365 1965
 RY0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0499+STABILITY: SURFACE MOTION
 RY0499
 RY0499  HISTORY     - Date     Condition        Report By
 RY0499  HISTORY     - 1965     MONUMENTED       CGS
 RY0499
 RY0499                          STATION DESCRIPTION
 RY0499
 RY0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0499'4.95 MI SE FROM LOWELL.
 RY0499'4.95 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0499'U.S. HIGHWAY 12 AT LOWELL, 0.25 MILE SOUTHEAST OF FENN RANGER STATION,
 RY0499'AT THE JUNCTION OF A ROAD NORTHEAST, 22 FEET NORTHEAST OF THE CENTER
 RY0499'LINE OF THE ROAD, 17 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD
 RY0499'NORTHEAST, IN THE TOP OF A 3- BY 5-FOOT BOULDER PROJECTING 0.3 FOOT
 RY0499'ABOVE THE GROUND, 5 FEET SOUTHEAST OF A 36-INCH CEDAR TREE, 4.0 FEET
 RY0499'NORTHEAST OF A FENCE, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0361 ***********************************************************************
 RY0361  DESIGNATION -  F 366
 RY0361  PID         -  RY0361
 RY0361  STATE/COUNTY-  ID/IDAHO
 RY0361  USGS QUAD   -  FOG MOUNTAIN (1995)
 RY0361
 RY0361                         *CURRENT SURVEY CONTROL
 RY0361  ___________________________________________________________________
 RY0361* NAD 83(1986)-  46 04 45.     (N)    115 09 06.     (W)     SCALED    
 RY0361* NAVD 88     -       566.334  (meters)    1858.05   (feet)  ADJUSTED  
 RY0361  ___________________________________________________________________
 RY0361  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 RY0361  DYNAMIC HT  -         566.094 (meters)    1857.26  (feet)  COMP
 RY0361  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 RY0361
 RY0361  VERT ORDER  -  SECOND    CLASS 0
 RY0361
 RY0361.The horizontal coordinates were scaled from a topographic map and have
 RY0361.an estimated accuracy of +/- 6 seconds.
 RY0361
 RY0361.The orthometric height was determined by differential leveling
 RY0361.and adjusted by the National Geodetic Survey in June 1991..
 RY0361
 RY0361.The geoid height was determined by GEOID03.
 RY0361
 RY0361.The dynamic height is computed by dividing the NAVD 88
 RY0361.geopotential number by the normal gravity value computed on the
 RY0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0361.degrees latitude (g = 980.6199 gals.).
 RY0361
 RY0361.The modeled gravity was interpolated from observed gravity values.
 RY0361
 RY0361;                    North         East    Units  Estimated Accuracy
 RY0361;SPC ID W     -   490,410.      846,280.      MT  (+/- 180 meters Scaled)
 RY0361
 RY0361                          SUPERSEDED SURVEY CONTROL
 RY0361
 RY0361  NGVD 29 (??/??/92)  565.043  (m)         1853.81   (f) ADJ UNCH    2 0
 RY0361
 RY0361.Superseded values are not recommended for survey control.
 RY0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0361.See file dsdata.txt to determine how the superseded data were derived.
 RY0361
 RY0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM429045(NAD 83)
 RY0361_MARKER: DB = BENCH MARK DISK
 RY0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0361_SP_SET: ABUTMENT
 RY0361_STAMPING: F 366 1965
 RY0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0361
 RY0361  HISTORY     - Date     Condition        Report By
 RY0361  HISTORY     - 1965     MONUMENTED       CGS
 RY0361
 RY0361                          STATION DESCRIPTION
 RY0361
 RY0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0361'27.25 MI E FROM LOWELL.
 RY0361'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0361'HIGHWAY 12 AT LOWELL, THENCE 7.65 MILES EAST ALONG THE SELWAY RIVER
 RY0361'TRAIL, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF A
 RY0361'WOODEN BRIDGE OVER BALLINGER CREEK, 4 FEET NORTHEAST OF THE CENTER
 RY0361'LINE OF THE TRAIL, AND ABOUT 20 FEET HIGHER THAN THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0188 ***********************************************************************
 RY0188  DESIGNATION -  F 367
 RY0188  PID         -  RY0188
 RY0188  STATE/COUNTY-  ID/IDAHO
 RY0188  USGS QUAD   -  SHISSLER PEAK (1995)
 RY0188
 RY0188                         *CURRENT SURVEY CONTROL
 RY0188  ___________________________________________________________________
 RY0188* NAD 83(1986)-  46 11 28.     (N)    114 52 50.     (W)     SCALED    
 RY0188* NAVD 88     -       752.104  (meters)    2467.53   (feet)  ADJUSTED  
 RY0188  ___________________________________________________________________
 RY0188  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 RY0188  DYNAMIC HT  -         751.779 (meters)    2466.46  (feet)  COMP
 RY0188  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 RY0188
 RY0188  VERT ORDER  -  SECOND    CLASS 0
 RY0188
 RY0188.The horizontal coordinates were scaled from a topographic map and have
 RY0188.an estimated accuracy of +/- 6 seconds.
 RY0188
 RY0188.The orthometric height was determined by differential leveling
 RY0188.and adjusted by the National Geodetic Survey in June 1991..
 RY0188
 RY0188.The geoid height was determined by GEOID03.
 RY0188
 RY0188.The dynamic height is computed by dividing the NAVD 88
 RY0188.geopotential number by the normal gravity value computed on the
 RY0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0188.degrees latitude (g = 980.6199 gals.).
 RY0188
 RY0188.The modeled gravity was interpolated from observed gravity values.
 RY0188
 RY0188;                    North         East    Units  Estimated Accuracy
 RY0188;SPC ID W     -   503,050.      867,110.      MT  (+/- 180 meters Scaled)
 RY0188
 RY0188                          SUPERSEDED SURVEY CONTROL
 RY0188
 RY0188  NGVD 29 (??/??/92)  750.764  (m)         2463.13   (f) ADJ UNCH    2 0
 RY0188
 RY0188.Superseded values are not recommended for survey control.
 RY0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0188.See file dsdata.txt to determine how the superseded data were derived.
 RY0188
 RY0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM635174(NAD 83)
 RY0188_MARKER: DB = BENCH MARK DISK
 RY0188_SETTING: 80 = SET IN A BOULDER
 RY0188_STAMPING: F 367 1965
 RY0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0188+STABILITY: SURFACE MOTION
 RY0188
 RY0188  HISTORY     - Date     Condition        Report By
 RY0188  HISTORY     - 1965     MONUMENTED       CGS
 RY0188
 RY0188                          STATION DESCRIPTION
 RY0188
 RY0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0188'5.35 MI NE FROM MOOSE CREEK.
 RY0188'5.35 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0188'RANGER STATION AT MOOSE CREEK, IN THE TOP OF A 3- BY 4-FOOT BOULDER
 RY0188'WHICH IS IN A SMALL CLEARING, 75 FEET WEST-NORTHWEST OF THE CENTER
 RY0188'LINE OF THE TRAIL, AND ABOUT 5 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0214 ***********************************************************************
 RY0214  DESIGNATION -  F 368
 RY0214  PID         -  RY0214
 RY0214  STATE/COUNTY-  ID/IDAHO
 RY0214  USGS QUAD   -  JEANETTE MOUNTAIN (1994)
 RY0214
 RY0214                         *CURRENT SURVEY CONTROL
 RY0214  ___________________________________________________________________
 RY0214* NAD 83(1986)-  46 16 13.     (N)    114 34 11.     (W)     SCALED    
 RY0214* NAVD 88     -      1389.676  (meters)    4559.30   (feet)  ADJUSTED  
 RY0214  ___________________________________________________________________
 RY0214  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 RY0214  DYNAMIC HT  -        1389.016 (meters)    4557.13  (feet)  COMP
 RY0214  MODELED GRAV-     980,095.0   (mgal)                       NAVD 88
 RY0214
 RY0214  VERT ORDER  -  SECOND    CLASS 0
 RY0214
 RY0214.The horizontal coordinates were scaled from a topographic map and have
 RY0214.an estimated accuracy of +/- 6 seconds.
 RY0214
 RY0214.The orthometric height was determined by differential leveling
 RY0214.and adjusted by the National Geodetic Survey in June 1991..
 RY0214
 RY0214.The geoid height was determined by GEOID03.
 RY0214
 RY0214.The dynamic height is computed by dividing the NAVD 88
 RY0214.geopotential number by the normal gravity value computed on the
 RY0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0214.degrees latitude (g = 980.6199 gals.).
 RY0214
 RY0214.The modeled gravity was interpolated from observed gravity values.
 RY0214
 RY0214;                    North         East    Units  Estimated Accuracy
 RY0214;SPC ID W     -   512,160.      890,980.      MT  (+/- 180 meters Scaled)
 RY0214
 RY0214                          SUPERSEDED SURVEY CONTROL
 RY0214
 RY0214  NGVD 29 (??/??/92) 1388.250  (m)         4554.62   (f) ADJ UNCH    2 0
 RY0214
 RY0214.Superseded values are not recommended for survey control.
 RY0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0214.See file dsdata.txt to determine how the superseded data were derived.
 RY0214
 RY0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM872269(NAD 83)
 RY0214_MARKER: DB = BENCH MARK DISK
 RY0214_SETTING: 80 = SET IN A BOULDER
 RY0214_STAMPING: F 368 1965
 RY0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0214+STABILITY: SURFACE MOTION
 RY0214
 RY0214  HISTORY     - Date     Condition        Report By
 RY0214  HISTORY     - 1965     MONUMENTED       CGS
 RY0214
 RY0214                          STATION DESCRIPTION
 RY0214
 RY0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0214'27.05 MI NE FROM MOOSE CREEK.
 RY0214'13.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0214'RANGER STATION AT MOOSE CREEK, THENCE 13.65 MILES NORTHEAST ALONG EAST
 RY0214'FORK MOOSE CREEK TRAIL, AT THE EDGE OF A SMALL CLEARING, IN THE TOP OF
 RY0214'A 6- BY 8-FOOT BOULDER, 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 RY0214'TRAIL, AND ABOUT 3 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0365 ***********************************************************************
 OY0365  DESIGNATION -  F 37
 OY0365  PID         -  OY0365
 OY0365  STATE/COUNTY-  ID/BUTTE
 OY0365  USGS QUAD   -  SCOVILLE (1973)
 OY0365
 OY0365                         *CURRENT SURVEY CONTROL
 OY0365  ___________________________________________________________________
 OY0365* NAD 83(1992)-  43 28 30.86335(N)    112 59 17.02800(W)     ADJUSTED  
 OY0365* NAVD 88     -      1541.521  (meters)    5057.47   (feet)  ADJUSTED  
 OY0365  ___________________________________________________________________
 OY0365  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 OY0365  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 OY0365  DYNAMIC HT  -        1540.695 (meters)    5054.76  (feet)  COMP
 OY0365  MODELED GRAV-     980,029.1   (mgal)                       NAVD 88
 OY0365
 OY0365  HORZ ORDER  -  SECOND
 OY0365  VERT ORDER  -  FIRST     CLASS II
 OY0365
 OY0365.The horizontal coordinates were established by classical geodetic methods
 OY0365.and adjusted by the National Geodetic Survey in July 1992..
 OY0365
 OY0365.The orthometric height was determined by differential leveling
 OY0365.and adjusted by the National Geodetic Survey in June 1991..
 OY0365
 OY0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0365
 OY0365.The geoid height was determined by GEOID03.
 OY0365
 OY0365.The dynamic height is computed by dividing the NAVD 88
 OY0365.geopotential number by the normal gravity value computed on the
 OY0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0365.degrees latitude (g = 980.6199 gals.).
 OY0365
 OY0365.The modeled gravity was interpolated from observed gravity values.
 OY0365
 OY0365;                    North         East     Units Scale Factor Converg.
 OY0365;SPC ID C     -   201,391.148   581,871.438   MT  1.00002979   +0 41 46.7
 OY0365;SPC ID E     -   201,221.437   133,544.398   MT  1.00000167   -0 33 54.6
 OY0365;UTM  12      - 4,815,511.316   339,208.922   MT  0.99991803   -1 22 05.4
 OY0365
 OY0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0365!SPC ID C     -   0.99976024  x   1.00002979  =   0.99979002
 OY0365!SPC ID E     -   0.99976024  x   1.00000167  =   0.99976191
 OY0365!UTM  12      -   0.99976024  x   0.99991803  =   0.99967829
 OY0365
 OY0365                          SUPERSEDED SURVEY CONTROL
 OY0365
 OY0365  NAD 83(1986)-  43 28 30.85673(N)    112 59 17.01306(W) AD(       ) 2
 OY0365  NAD 27      -  43 28 31.19060(N)    112 59 14.02550(W) AD(       ) 2
 OY0365  NGVD 29 (08/20/92) 1540.466  (m)         5054.01   (f) ADJUSTED    1 2
 OY0365
 OY0365.Superseded values are not recommended for survey control.
 OY0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0365.See file dsdata.txt to determine how the superseded data were derived.
 OY0365
 OY0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP3920915511(NAD 83)
 OY0365_MARKER: DB = BENCH MARK DISK
 OY0365_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY0365_SP_SET: PREFAB CONC. POST IN EARTH
 OY0365_STAMPING: F 37 1934
 OY0365_MARK LOGO: CGS   
 OY0365_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0365+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0365
 OY0365  HISTORY     - Date     Condition        Report By
 OY0365  HISTORY     - 1960     MONUMENTED       CGS
 OY0365  HISTORY     - 1973     GOOD             USGS
 OY0365  HISTORY     - 19920619 GOOD             NGS
 OY0365
 OY0365                          STATION DESCRIPTION
 OY0365
 OY0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0365'STATION IS THE CENTER OF THE DISK.  IT IS LOCATED ALONG
 OY0365'THE SOUTH SIDE OF THE UNION PACIFIC RAILROAD, ABOUT 11 MILES
 OY0365'SOUTH AND 16 MILES EAST OF ARCO, 9 MILES WEST AND 2 MILES
 OY0365'NORTH OF ATOMIC CITY AND 5 MILES SOUTHEAST OF BIG LOST RIVER.
 OY0365'
 OY0365'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 OY0365'VILLE, THE DISTANCE BEING 434.02 FEET OR (132.289 METERS)
 OY0365'NORTHWEST.
 OY0365'
 OY0365'THE MARK IS A USC AND GS BENCH MARK DISK, STAMPED F 37 1934,
 OY0365'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING
 OY0365'8 INCHES.
 OY0365
 OY0365                          STATION RECOVERY (1973)
 OY0365
 OY0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OY0365'20.4 MI SE FROM ARCO.
 OY0365'ABOUT 20.4 MILES SOUTHEAST ALONG THE UNION PACIFIC R.R., MACKEY
 OY0365'BRANCH, FROM THE STATION AT ARCO, ABOUT 600 FEET NORTHWEST OF MILEPOST
 OY0365'NO. 39, ABOUT 4 RAILS EAST OF A ROCK CUT, 68.5 FEET SOUTH OF THE SOUTH
 OY0365'RAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 OY0365'GROUND.
 OY0365
 OY0365                          STATION RECOVERY (1992)
 OY0365
 OY0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0365'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0365'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 27.8 KM (17.25 MI)
 OY0365'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, 39.0 M (128.0 FT)
 OY0365'SOUTH OF THE SOUTHEAST END OF A RAILROAD CUT, 20.9 M (68.6 FT)
 OY0365'SOUTHWEST OF THE NEAR RAIL, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 OY0365'TRACK, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 OY0365'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0189 ***********************************************************************
 PZ0189  DESIGNATION -  F 370
 PZ0189  PID         -  PZ0189
 PZ0189  STATE/COUNTY-  ID/CLARK
 PZ0189  USGS QUAD   -  GARDNER LAKE (1972)
 PZ0189
 PZ0189                         *CURRENT SURVEY CONTROL
 PZ0189  ___________________________________________________________________
 PZ0189* NAD 83(1986)-  44 20 56.     (N)    112 05 42.     (W)     SCALED    
 PZ0189* NAVD 88     -      1824.348  (meters)    5985.38   (feet)  POSTED    
 PZ0189  ___________________________________________________________________
 PZ0189  GEOID HEIGHT-         -10.15  (meters)                     GEOID03
 PZ0189  DYNAMIC HT  -        1823.380 (meters)    5982.21  (feet)  COMP
 PZ0189  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 PZ0189
 PZ0189  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PZ0189
 PZ0189.The horizontal coordinates were scaled from a topographic map and have
 PZ0189.an estimated accuracy of +/- 6 seconds.
 PZ0189
 PZ0189.The orthometric height was determined by differential leveling
 PZ0189.and adjusted by the National Geodetic Survey in 1992..
 PZ0189.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PZ0189.rate of 0.0 thru 1.0 mm/km.
 PZ0189
 PZ0189.The geoid height was determined by GEOID03.
 PZ0189
 PZ0189.The dynamic height is computed by dividing the NAVD 88
 PZ0189.geopotential number by the normal gravity value computed on the
 PZ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0189.degrees latitude (g = 980.6199 gals.).
 PZ0189
 PZ0189.The modeled gravity was interpolated from observed gravity values.
 PZ0189
 PZ0189;                    North         East    Units  Estimated Accuracy
 PZ0189;SPC ID E     -   297,960.      205,710.      MT  (+/- 180 meters Scaled)
 PZ0189
 PZ0189                          SUPERSEDED SURVEY CONTROL
 PZ0189
 PZ0189  NGVD 29 (??/??/92) 1823.129  (m)         5981.38   (f) ADJ UNCH    1 2
 PZ0189
 PZ0189.Superseded values are not recommended for survey control.
 PZ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0189.See file dsdata.txt to determine how the superseded data were derived.
 PZ0189
 PZ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ127112(NAD 83)
 PZ0189_MARKER: DB = BENCH MARK DISK
 PZ0189_SETTING: 80 = SET IN A BOULDER
 PZ0189_SP_SET: BOULDER
 PZ0189_STAMPING: F 370 1965
 PZ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0189+STABILITY: SURFACE MOTION
 PZ0189
 PZ0189  HISTORY     - Date     Condition        Report By
 PZ0189  HISTORY     - 1965     MONUMENTED       CGS
 PZ0189  HISTORY     - 1967     GOOD             NGS
 PZ0189
 PZ0189                          STATION DESCRIPTION
 PZ0189
 PZ0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0189'4.75 MI E FROM SPENCER.
 PZ0189'0.15 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0189'THENCE 4.6 MILES EAST ALONG KILGORE ROAD, ABOUT 120 YARDS WEST OF THE
 PZ0189'CENTER OF A CURVE, IN THE TOP OF A SMALL BOULDER WHICH PROJECTS ABOUT
 PZ0189'1 FOOT ABOVE THE GROUND, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PZ0189'142 1/2 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SECOND POLE WEST
 PZ0189'OF AN ANGLE IN THE TELEPHONE LINE, 20.9 FEET NORTH OF A FENCE, 1.6
 PZ0189'FEET NORTH OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0573 ***********************************************************************
 PY0573  DESIGNATION -  F 371
 PY0573  PID         -  PY0573
 PY0573  STATE/COUNTY-  ID/CLARK
 PY0573  USGS QUAD   -  SHERIDAN RESERVOIR (1965)
 PY0573
 PY0573                         *CURRENT SURVEY CONTROL
 PY0573  ___________________________________________________________________
 PY0573* NAD 83(1986)-  44 27 43.     (N)    111 44 06.     (W)     SCALED    
 PY0573* NAVD 88     -      1977.855  (meters)    6489.01   (feet)  POSTED    
 PY0573  ___________________________________________________________________
 PY0573  GEOID HEIGHT-          -9.40  (meters)                     GEOID03
 PY0573  DYNAMIC HT  -        1976.780 (meters)    6485.49  (feet)  COMP
 PY0573  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 PY0573
 PY0573  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0573
 PY0573.The horizontal coordinates were scaled from a topographic map and have
 PY0573.an estimated accuracy of +/- 6 seconds.
 PY0573
 PY0573.The orthometric height was determined by differential leveling
 PY0573.and adjusted by the National Geodetic Survey in 1992..
 PY0573.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0573.rate of 0.0 thru 1.0 mm/km.
 PY0573
 PY0573.The geoid height was determined by GEOID03.
 PY0573
 PY0573.The dynamic height is computed by dividing the NAVD 88
 PY0573.geopotential number by the normal gravity value computed on the
 PY0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0573.degrees latitude (g = 980.6199 gals.).
 PY0573
 PY0573.The modeled gravity was interpolated from observed gravity values.
 PY0573
 PY0573;                    North         East    Units  Estimated Accuracy
 PY0573;SPC ID E     -   310,610.      234,350.      MT  (+/- 180 meters Scaled)
 PY0573
 PY0573                          SUPERSEDED SURVEY CONTROL
 PY0573
 PY0573  NGVD 29 (??/??/92) 1976.604  (m)         6484.91   (f) ADJ UNCH    1 2
 PY0573
 PY0573.Superseded values are not recommended for survey control.
 PY0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0573.See file dsdata.txt to determine how the superseded data were derived.
 PY0573
 PY0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ415234(NAD 83)
 PY0573_MARKER: DB = BENCH MARK DISK
 PY0573_SETTING: 80 = SET IN A BOULDER
 PY0573_STAMPING: F 371 1965
 PY0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0573+STABILITY: SURFACE MOTION
 PY0573
 PY0573  HISTORY     - Date     Condition        Report By
 PY0573  HISTORY     - 1965     MONUMENTED       CGS
 PY0573  HISTORY     - 1967     GOOD             NGS
 PY0573
 PY0573                          STATION DESCRIPTION
 PY0573
 PY0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0573'11.75 MI E FROM KILGORE.
 PY0573'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0573'7.3 MILES EAST ALONG A COUNTY ROAD, THENCE 2.8 MILES NORTH ALONG A
 PY0573'DIRT ROAD, THENCE 0.85 MILE EAST ALONG KILGORE-YALE ROAD, 0.85 MILE
 PY0573'EAST OF BENCH MARK G 371, 0.2 MILE EAST OF A STEEL CATTLEGUARD, IN THE
 PY0573'TOP OF A LAVA BOULDER PROJECTING ABOUT 4 FEET ABOVE THE GROUND ON THE
 PY0573'SOUTH SIDE, OPPOSITE A DEEP CUT BANK, 63 FEET SOUTH OF THE CENTER LINE
 PY0573'OF THE ROAD, 14 FEET NORTH OF THE NORTH BANK OF A WIDE DITCH, 7.3 FEET
 PY0573'SOUTH OF A WITNESS POST, AND ABOUT 6 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0455 ***********************************************************************
 OX0455  DESIGNATION -  F 372
 OX0455  PID         -  OX0455
 OX0455  STATE/COUNTY-  ID/FREMONT
 OX0455  USGS QUAD   -  PARKER (1979)
 OX0455
 OX0455                         *CURRENT SURVEY CONTROL
 OX0455  ___________________________________________________________________
 OX0455* NAD 83(1986)-  43 58 59.     (N)    111 46 41.     (W)     SCALED    
 OX0455* NAVD 88     -      1502.168  (meters)    4928.36   (feet)  POSTED    
 OX0455  ___________________________________________________________________
 OX0455  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 OX0455  DYNAMIC HT  -        1501.430 (meters)    4925.94  (feet)  COMP
 OX0455  MODELED GRAV-     980,072.8   (mgal)                       NAVD 88
 OX0455
 OX0455  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0455
 OX0455.The horizontal coordinates were scaled from a topographic map and have
 OX0455.an estimated accuracy of +/- 6 seconds.
 OX0455
 OX0455.The orthometric height was determined by differential leveling
 OX0455.and adjusted by the National Geodetic Survey in 1992..
 OX0455.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0455.rate of 0.0 thru 1.0 mm/km.
 OX0455
 OX0455.The geoid height was determined by GEOID03.
 OX0455
 OX0455.The dynamic height is computed by dividing the NAVD 88
 OX0455.geopotential number by the normal gravity value computed on the
 OX0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0455.degrees latitude (g = 980.6199 gals.).
 OX0455
 OX0455.The modeled gravity was interpolated from observed gravity values.
 OX0455
 OX0455;                    North         East    Units  Estimated Accuracy
 OX0455;SPC ID E     -   257,390.      231,180.      MT  (+/- 180 meters Scaled)
 OX0455
 OX0455                          SUPERSEDED SURVEY CONTROL
 OX0455
 OX0455  NGVD 29 (??/??/92) 1501.118  (m)         4924.92   (f) ADJ UNCH    1 2
 OX0455
 OX0455.Superseded values are not recommended for survey control.
 OX0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0455.See file dsdata.txt to determine how the superseded data were derived.
 OX0455
 OX0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP376702(NAD 83)
 OX0455_MARKER: DB = BENCH MARK DISK
 OX0455_SETTING: 66 = SET IN ROCK OUTCROP
 OX0455_SP_SET: LAVA OUTCROP
 OX0455_STAMPING: F 372 1967
 OX0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0455+STABILITY: POSITION/ELEVATION WELL
 OX0455
 OX0455  HISTORY     - Date     Condition        Report By
 OX0455  HISTORY     - 1967     MONUMENTED       CGS
 OX0455
 OX0455                          STATION DESCRIPTION
 OX0455
 OX0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OX0455'3.0 MI NW FROM PARKER.
 OX0455'0.1 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT PARKER, THENCE
 OX0455'1.0 MILE WEST ALONG A COUNTY ROAD, THENCE 1.9 MILES NORTH ALONG A
 OX0455'COUNTY ROAD, 0.15 MILE SOUTH OF THE JUNCTION OF A ROAD EAST, 0.05 MILE
 OX0455'NORTH OF THE JUNCTION OF A DRIVEWAY WEST TO A HOUSE, AT A SMALL LAVA
 OX0455'ROCK CUT, SET VERTICALLY IN THE EAST FACE OF A LAVA OUTCROP, 19 FEET
 OX0455'WEST OF THE CENTER LINE OF THE ROAD, 12.1 FEET EAST OF A FENCE, ABOUT
 OX0455'3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0533 ***********************************************************************
 PY0533  DESIGNATION -  F 373
 PY0533  PID         -  PY0533
 PY0533  STATE/COUNTY-  ID/CLARK
 PY0533  USGS QUAD   -  IDMON (1972)
 PY0533
 PY0533                         *CURRENT SURVEY CONTROL
 PY0533  ___________________________________________________________________
 PY0533* NAD 83(1986)-  44 15 26.     (N)    111 52 48.     (W)     SCALED    
 PY0533* NAVD 88     -      1898.962  (meters)    6230.18   (feet)  POSTED    
 PY0533  ___________________________________________________________________
 PY0533  GEOID HEIGHT-         -10.26  (meters)                     GEOID03
 PY0533  DYNAMIC HT  -        1897.910 (meters)    6226.73  (feet)  COMP
 PY0533  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 PY0533
 PY0533  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0533
 PY0533.The horizontal coordinates were scaled from a topographic map and have
 PY0533.an estimated accuracy of +/- 6 seconds.
 PY0533
 PY0533.The orthometric height was determined by differential leveling
 PY0533.and adjusted by the National Geodetic Survey in 1992..
 PY0533.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0533.rate of 0.0 thru 1.0 mm/km.
 PY0533
 PY0533.The geoid height was determined by GEOID03.
 PY0533
 PY0533.The dynamic height is computed by dividing the NAVD 88
 PY0533.geopotential number by the normal gravity value computed on the
 PY0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0533.degrees latitude (g = 980.6199 gals.).
 PY0533
 PY0533.The modeled gravity was interpolated from observed gravity values.
 PY0533
 PY0533;                    North         East    Units  Estimated Accuracy
 PY0533;SPC ID E     -   287,820.      222,890.      MT  (+/- 180 meters Scaled)
 PY0533
 PY0533                          SUPERSEDED SURVEY CONTROL
 PY0533
 PY0533  NGVD 29 (??/??/92) 1897.730  (m)         6226.14   (f) ADJ UNCH    1 2
 PY0533
 PY0533.Superseded values are not recommended for survey control.
 PY0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0533.See file dsdata.txt to determine how the superseded data were derived.
 PY0533
 PY0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ297008(NAD 83)
 PY0533_MARKER: DB = BENCH MARK DISK
 PY0533_SETTING: 66 = SET IN ROCK OUTCROP
 PY0533_SP_SET: OUTCROP
 PY0533_STAMPING: F 373 1967
 PY0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0533+STABILITY: POSITION/ELEVATION WELL
 PY0533
 PY0533  HISTORY     - Date     Condition        Report By
 PY0533  HISTORY     - 1967     MONUMENTED       CGS
 PY0533
 PY0533                          STATION DESCRIPTION
 PY0533
 PY0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0533'11.7 MI S FROM KILGORE.
 PY0533'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0533'10.9 MILES SOUTH ALONG THE ROAD TO ST ANTHONY, AT THE JUNCTION OF A
 PY0533'DIM ROAD NORTHWEST, IN THE TOP OF A LARGE OUTCROP WHICH PROJECTS ABOUT
 PY0533'1/2 FOOT ABOVE THE GROUND, 37 FEET WEST OF THE CENTER LINE OF THE
 PY0533'ROAD, 37 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD NORTHWEST, 6.5
 PY0533'FEET NORTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0194 ***********************************************************************
 PZ0194  DESIGNATION -  F 374
 PZ0194  PID         -  PZ0194
 PZ0194  STATE/COUNTY-  ID/CLARK
 PZ0194  USGS QUAD   -  GARDNER LAKE (1972)
 PZ0194
 PZ0194                         *CURRENT SURVEY CONTROL
 PZ0194  ___________________________________________________________________
 PZ0194* NAD 83(1986)-  44 20 56.     (N)    112 00 41.     (W)     SCALED    
 PZ0194* NAVD 88     -      1886.954  (meters)    6190.78   (feet)  POSTED    
 PZ0194  ___________________________________________________________________
 PZ0194  GEOID HEIGHT-         -10.09  (meters)                     GEOID03
 PZ0194  DYNAMIC HT  -        1885.920 (meters)    6187.39  (feet)  COMP
 PZ0194  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 PZ0194
 PZ0194  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PZ0194
 PZ0194.The horizontal coordinates were scaled from a topographic map and have
 PZ0194.an estimated accuracy of +/- 6 seconds.
 PZ0194
 PZ0194.The orthometric height was determined by differential leveling
 PZ0194.and adjusted by the National Geodetic Survey in 1992..
 PZ0194.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PZ0194.rate of 0.0 thru 1.0 mm/km.
 PZ0194
 PZ0194.The geoid height was determined by GEOID03.
 PZ0194
 PZ0194.The dynamic height is computed by dividing the NAVD 88
 PZ0194.geopotential number by the normal gravity value computed on the
 PZ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0194.degrees latitude (g = 980.6199 gals.).
 PZ0194
 PZ0194.The modeled gravity was interpolated from observed gravity values.
 PZ0194
 PZ0194;                    North         East    Units  Estimated Accuracy
 PZ0194;SPC ID E     -   297,970.      212,380.      MT  (+/- 180 meters Scaled)
 PZ0194
 PZ0194                          SUPERSEDED SURVEY CONTROL
 PZ0194
 PZ0194  NGVD 29 (??/??/92) 1885.709  (m)         6186.70   (f) ADJ UNCH    1 2
 PZ0194
 PZ0194.Superseded values are not recommended for survey control.
 PZ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0194.See file dsdata.txt to determine how the superseded data were derived.
 PZ0194
 PZ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ193111(NAD 83)
 PZ0194_MARKER: DB = BENCH MARK DISK
 PZ0194_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0194_SP_SET: OUTCROP
 PZ0194_STAMPING: F 374 1967
 PZ0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0194+STABILITY: POSITION/ELEVATION WELL
 PZ0194
 PZ0194  HISTORY     - Date     Condition        Report By
 PZ0194  HISTORY     - 1967     MONUMENTED       CGS
 PZ0194
 PZ0194                          STATION DESCRIPTION
 PZ0194
 PZ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PZ0194'8.9 MI E FROM SPENCER.
 PZ0194'0.15 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0194'THENCE 8.75 MILES EAST ALONG KILGORE ROAD, 0.35 MILE WEST OF THE
 PZ0194'CROSSING OF A TELEPHONE LINE, 0.3 MILE EAST OF THE CROSSING OF A POWER
 PZ0194'LINE, ON A SMALL ROCKY KNOLL, IN THE TOP OF AN OUTCROP WHICH PROJECTS
 PZ0194'ABOUT 0.1 FOOT ABOVE THE GROUND, 58 FEET SOUTH OF THE CENTER LINE OF
 PZ0194'THE ROAD, 4.1 FEET NORTH OF A FENCE, 10.3 FEET SOUTH OF A WITNESS
 PZ0194'POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0035 ***********************************************************************
 NU0035  DESIGNATION -  F 375
 NU0035  PID         -  NU0035
 NU0035  STATE/COUNTY-  ID/BANNOCK
 NU0035  USGS QUAD   -  MC CAMMON (1968)
 NU0035
 NU0035                         *CURRENT SURVEY CONTROL
 NU0035  ___________________________________________________________________
 NU0035* NAD 83(1986)-  42 40 05.     (N)    112 11 58.     (W)     SCALED    
 NU0035* NAVD 88     -      1435.796  (meters)    4710.61   (feet)  ADJUSTED  
 NU0035  ___________________________________________________________________
 NU0035  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 NU0035  DYNAMIC HT  -        1434.895 (meters)    4707.65  (feet)  COMP
 NU0035  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 NU0035
 NU0035  VERT ORDER  -  FIRST     CLASS I
 NU0035
 NU0035.The horizontal coordinates were scaled from a topographic map and have
 NU0035.an estimated accuracy of +/- 6 seconds.
 NU0035
 NU0035.The orthometric height was determined by differential leveling
 NU0035.and adjusted by the National Geodetic Survey in June 1991..
 NU0035
 NU0035.The geoid height was determined by GEOID03.
 NU0035
 NU0035.The dynamic height is computed by dividing the NAVD 88
 NU0035.geopotential number by the normal gravity value computed on the
 NU0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0035.degrees latitude (g = 980.6199 gals.).
 NU0035
 NU0035.The modeled gravity was interpolated from observed gravity values.
 NU0035
 NU0035;                    North         East    Units  Estimated Accuracy
 NU0035;SPC ID E     -   111,230.      197,310.      MT  (+/- 180 meters Scaled)
 NU0035
 NU0035                          SUPERSEDED SURVEY CONTROL
 NU0035
 NU0035  NGVD 29 (??/??/92) 1434.708  (m)         4707.04   (f) ADJ UNCH    1 1
 NU0035
 NU0035.Superseded values are not recommended for survey control.
 NU0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0035.See file dsdata.txt to determine how the superseded data were derived.
 NU0035
 NU0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN017246(NAD 83)
 NU0035_MARKER: DB = BENCH MARK DISK
 NU0035_SETTING: 66 = SET IN ROCK OUTCROP
 NU0035_SP_SET: OUTCROP
 NU0035_STAMPING: F 375 1967
 NU0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0035+STABILITY: POSITION/ELEVATION WELL
 NU0035
 NU0035  HISTORY     - Date     Condition        Report By
 NU0035  HISTORY     - 1967     MONUMENTED       CGS
 NU0035
 NU0035                          STATION DESCRIPTION
 NU0035
 NU0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0035'1.1 MI N FROM MCCAMMON.
 NU0035'1.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0035'MCCAMMON, AT MILEAGE 192.50, IN THE TOP OF A 1-BY 3-FOOT EXPOSED
 NU0035'PORTION OF AN OUTCROP WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, 114.6
 NU0035'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 72 FEET WEST OF MILEPOLE
 NU0035'192.50, 63 FEET WEST OF A T JUNCTION FENCE POST, 13 FEET WEST OF THE
 NU0035'WEST END OF A GATE, 1.0 FOOT NORTH OF A FENCE, AND ABOUT 3 FEET LOWER
 NU0035'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0280 ***********************************************************************
 NU0280  DESIGNATION -  F 376
 NU0280  PID         -  NU0280
 NU0280  STATE/COUNTY-  ID/BANNOCK
 NU0280  USGS QUAD   -  OXFORD (1968)
 NU0280
 NU0280                         *CURRENT SURVEY CONTROL
 NU0280  ___________________________________________________________________
 NU0280* NAD 83(1986)-  42 18 25.     (N)    112 00 48.     (W)     SCALED    
 NU0280* NAVD 88     -      1477.071  (meters)    4846.02   (feet)  ADJUSTED  
 NU0280  ___________________________________________________________________
 NU0280  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 NU0280  DYNAMIC HT  -        1476.093 (meters)    4842.82  (feet)  COMP
 NU0280  MODELED GRAV-     979,907.8   (mgal)                       NAVD 88
 NU0280
 NU0280  VERT ORDER  -  FIRST     CLASS I
 NU0280
 NU0280.The horizontal coordinates were scaled from a topographic map and have
 NU0280.an estimated accuracy of +/- 6 seconds.
 NU0280
 NU0280.The orthometric height was determined by differential leveling
 NU0280.and adjusted by the National Geodetic Survey in June 1991..
 NU0280
 NU0280.The geoid height was determined by GEOID03.
 NU0280
 NU0280.The dynamic height is computed by dividing the NAVD 88
 NU0280.geopotential number by the normal gravity value computed on the
 NU0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0280.degrees latitude (g = 980.6199 gals.).
 NU0280
 NU0280.The modeled gravity was interpolated from observed gravity values.
 NU0280
 NU0280;                    North         East    Units  Estimated Accuracy
 NU0280;SPC ID E     -    71,130.      212,640.      MT  (+/- 180 meters Scaled)
 NU0280
 NU0280                          SUPERSEDED SURVEY CONTROL
 NU0280
 NU0280  NGVD 29 (??/??/92) 1476.008  (m)         4842.54   (f) ADJ UNCH    1 1
 NU0280
 NU0280.Superseded values are not recommended for survey control.
 NU0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0280.See file dsdata.txt to determine how the superseded data were derived.
 NU0280
 NU0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM164843(NAD 83)
 NU0280_MARKER: DB = BENCH MARK DISK
 NU0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0280_STAMPING: F 376 1967
 NU0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0280+STABILITY: SURFACE MOTION
 NU0280
 NU0280  HISTORY     - Date     Condition        Report By
 NU0280  HISTORY     - 1967     MONUMENTED       CGS
 NU0280
 NU0280                          STATION DESCRIPTION
 NU0280
 NU0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0280'0.9 MI SW FROM SWAN LAKE.
 NU0280'0.6 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 NU0280'HIGHWAY 91 AT SWAN LAKE, THENCE 0.3 MILE SOUTH ALONG A COUNTY ROAD,
 NU0280'0.35 MILE NORTH OF THE JUNCTION OF A ROAD, AT THE SUMMIT OF A HILL, 29
 NU0280'FEET EAST OF THE CENTER LINE OF THE ROAD, 57 FEET EAST-NORTHEAST
 NU0280'AND ACROSS THE ROAD FROM THE NORTH END OF A GATE, 2 FEET NORTH OF A
 NU0280'POWER POLE, 6.0 FEET WEST OF A FENCE, 1.6 FEET SOUTH OF A WITNESS
 NU0280'POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 NU0280'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0212 ***********************************************************************
 PZ0212  DESIGNATION -  F 38
 PZ0212  PID         -  PZ0212
 PZ0212  STATE/COUNTY-  ID/CLARK
 PZ0212  USGS QUAD   -  BLUE DOME (1969)
 PZ0212
 PZ0212                         *CURRENT SURVEY CONTROL
 PZ0212  ___________________________________________________________________
 PZ0212* NAD 83(1986)-  44 07 53.     (N)    112 53 34.     (W)     SCALED    
 PZ0212* NAVD 88     -      1823.268  (meters)    5981.84   (feet)  ADJUSTED  
 PZ0212  ___________________________________________________________________
 PZ0212  GEOID HEIGHT-         -10.67  (meters)                     GEOID03
 PZ0212  DYNAMIC HT  -        1822.235 (meters)    5978.45  (feet)  COMP
 PZ0212  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 PZ0212
 PZ0212  VERT ORDER  -  SECOND    CLASS 0
 PZ0212
 PZ0212.The horizontal coordinates were scaled from a topographic map and have
 PZ0212.an estimated accuracy of +/- 6 seconds.
 PZ0212
 PZ0212.The orthometric height was determined by differential leveling
 PZ0212.and adjusted by the National Geodetic Survey in June 1991..
 PZ0212
 PZ0212.The geoid height was determined by GEOID03.
 PZ0212
 PZ0212.The dynamic height is computed by dividing the NAVD 88
 PZ0212.geopotential number by the normal gravity value computed on the
 PZ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0212.degrees latitude (g = 980.6199 gals.).
 PZ0212
 PZ0212.The modeled gravity was interpolated from observed gravity values.
 PZ0212
 PZ0212;                    North         East    Units  Estimated Accuracy
 PZ0212;SPC ID E     -   274,050.      141,890.      MT  (+/- 180 meters Scaled)
 PZ0212
 PZ0212                          SUPERSEDED SURVEY CONTROL
 PZ0212
 PZ0212  NGVD 29 (??/??/92) 1821.994  (m)         5977.66   (f) ADJ UNCH    2 0
 PZ0212
 PZ0212.Superseded values are not recommended for survey control.
 PZ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0212.See file dsdata.txt to determine how the superseded data were derived.
 PZ0212
 PZ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP485882(NAD 83)
 PZ0212_MARKER: DB = BENCH MARK DISK
 PZ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0212_STAMPING: F 38 1934
 PZ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0212+STABILITY: SURFACE MOTION
 PZ0212
 PZ0212  HISTORY     - Date     Condition        Report By
 PZ0212  HISTORY     - 1934     MONUMENTED       CGS
 PZ0212  HISTORY     - 1969     MARK NOT FOUND   USGS
 PZ0212
 PZ0212                          STATION DESCRIPTION
 PZ0212
 PZ0212'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 PZ0212'2.2 MI SE FROM KAUFMAN.
 PZ0212'2.2 MILES SOUTHEAST ALONG THE ROAD LEADING TO RENO RANCH FROM KAUFMAN,
 PZ0212'CLARK COUNTY, ABOUT 1.5 MILES NORTHWEST OF THE JUNCTION OF THREE
 PZ0212'ROADS, ABOUT 1,100 FEET SOUTH OF AN ABANDONED RANCH HOUSE, ABOUT 275
 PZ0212'FEET SOUTHWEST OF A FENCE, 66 FEET NORTHEAST OF AN OLD DRY IRRIGATION
 PZ0212'DITCH, AND 65 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD. A
 PZ0212'STANDARD DISK, STAMPED F 38 1934 AND SET IN THE TOP OF A CONCRETE
 PZ0212'POST.  NOTE-- AN OLD ROAD AND AN OLD IRRIGATION DITCH WERE FOUND AT
 PZ0212'THE RIGHT MILEAGE.  THE DISTANCES GIVEN FROM THESE TWO REFERENCES
 PZ0212'WOULD PUT THE LOCATION OF THIS BM IN A CANAL BANK MADE IN MORE RECENT
 PZ0212'YEARS.  THE BM WAS EITHER BULLDOZED OUT OR COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0644 ***********************************************************************
 TO0644  DESIGNATION -  F 381
 TO0644  PID         -  TO0644
 TO0644  STATE/COUNTY-  ID/BOUNDARY
 TO0644  USGS QUAD   -  CURLEY CREEK (1983)
 TO0644
 TO0644                         *CURRENT SURVEY CONTROL
 TO0644  ___________________________________________________________________
 TO0644* NAD 83(1986)-  48 41 06.     (N)    116 05 27.     (W)     SCALED    
 TO0644* NAVD 88     -       705.642  (meters)    2315.09   (feet)  ADJUSTED  
 TO0644  ___________________________________________________________________
 TO0644  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 TO0644  DYNAMIC HT  -         705.711 (meters)    2315.32  (feet)  COMP
 TO0644  MODELED GRAV-     980,685.3   (mgal)                       NAVD 88
 TO0644
 TO0644  VERT ORDER  -  FIRST     CLASS II
 TO0644
 TO0644.The horizontal coordinates were scaled from a topographic map and have
 TO0644.an estimated accuracy of +/- 6 seconds.
 TO0644
 TO0644.The orthometric height was determined by differential leveling
 TO0644.and adjusted by the National Geodetic Survey in June 1991..
 TO0644
 TO0644.The geoid height was determined by GEOID03.
 TO0644
 TO0644.The dynamic height is computed by dividing the NAVD 88
 TO0644.geopotential number by the normal gravity value computed on the
 TO0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0644.degrees latitude (g = 980.6199 gals.).
 TO0644
 TO0644.The modeled gravity was interpolated from observed gravity values.
 TO0644
 TO0644;                    North         East    Units  Estimated Accuracy
 TO0644;SPC ID W     -   779,990.      774,910.      MT  (+/- 180 meters Scaled)
 TO0644
 TO0644                          SUPERSEDED SURVEY CONTROL
 TO0644
 TO0644.No superseded survey control is available for this station.
 TO0644
 TO0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP669928(NAD 83)
 TO0644_MARKER: I = METAL ROD
 TO0644_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0644_SP_SET: STAINLESS STEEL ROD
 TO0644_STAMPING: F 381 1980
 TO0644_PROJECTION: FLUSH
 TO0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0644_ROD/PIPE-DEPTH: 16.5 meters
 TO0644
 TO0644  HISTORY     - Date     Condition        Report By
 TO0644  HISTORY     - 1980     MONUMENTED       NGS
 TO0644
 TO0644                          STATION DESCRIPTION
 TO0644
 TO0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0644'23.5 KM SE FROM BONNERS FERRY.
 TO0644'4.7 KILOMETERS (2.9 MILES) NORTH ALONG US HGIHWAYS 2 AND 95 FROM THE
 TO0644'POST OFFICE IN BONNERS FERRY, THENCE 18.8 KILOMETERS (11.6 MILES)
 TO0644'SOUTHEAST ALONG US HGIWAY 2, AT THE SOUTH END OF A LONG HIGHWAY CURVE,
 TO0644'36.8 METERS (120.5 FEET) NORTH AND ACROSS THE HIGHWAY FROM MILEPOST
 TO0644'76, 35 METERS (114.8 FEET) NORTH-NORTHWEST OF THE CENTERINE OF A
 TO0644'GRAVEL ROAD THAT CURVES SHARPLY NORTH, 10.8 METERS (35.4 FEET)
 TO0644'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.0 METERS (13.0 FEET)
 TO0644'SOUTHWEST OF THE SOUTHWEST EDGE OF A PINE-LARCH FOREST.
 TO0644'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 TO0644'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0518 ***********************************************************************
 TO0518  DESIGNATION -  F 381 X
 TO0518  PID         -  TO0518
 TO0518  STATE/COUNTY-  ID/BOUNDARY
 TO0518  USGS QUAD   -  BONNERS FERRY (1996)
 TO0518
 TO0518                         *CURRENT SURVEY CONTROL
 TO0518  ___________________________________________________________________
 TO0518* NAD 83(1986)-  48 43 51.     (N)    116 17 35.     (W)     SCALED    
 TO0518* NAVD 88     -       711.254  (meters)    2333.51   (feet)  ADJUSTED  
 TO0518  ___________________________________________________________________
 TO0518  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 TO0518  DYNAMIC HT  -         711.326 (meters)    2333.74  (feet)  COMP
 TO0518  MODELED GRAV-     980,688.6   (mgal)                       NAVD 88
 TO0518
 TO0518  VERT ORDER  -  FIRST     CLASS II
 TO0518
 TO0518.The horizontal coordinates were scaled from a topographic map and have
 TO0518.an estimated accuracy of +/- 6 seconds.
 TO0518
 TO0518.The orthometric height was determined by differential leveling
 TO0518.and adjusted by the National Geodetic Survey in June 1991..
 TO0518
 TO0518.The geoid height was determined by GEOID03.
 TO0518
 TO0518.The dynamic height is computed by dividing the NAVD 88
 TO0518.geopotential number by the normal gravity value computed on the
 TO0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0518.degrees latitude (g = 980.6199 gals.).
 TO0518
 TO0518.The modeled gravity was interpolated from observed gravity values.
 TO0518
 TO0518;                    North         East    Units  Estimated Accuracy
 TO0518;SPC ID W     -   785,170.      760,050.      MT  (+/- 180 meters Scaled)
 TO0518
 TO0518                          SUPERSEDED SURVEY CONTROL
 TO0518
 TO0518.No superseded survey control is available for this station.
 TO0518
 TO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP519977(NAD 83)
 TO0518_MARKER: I = METAL ROD
 TO0518_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TO0518_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TO0518_STAMPING: F 381 X 1978
 TO0518_PROJECTION: FLUSH
 TO0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0518+STABILITY: POSITION/ELEVATION WELL
 TO0518_ROD/PIPE-DEPTH: 12.0 meters
 TO0518_SLEEVE-DEPTH  : 7.8 meters
 TO0518
 TO0518  HISTORY     - Date     Condition        Report By
 TO0518  HISTORY     - 1978     MONUMENTED       NGS
 TO0518  HISTORY     - 1980     GOOD             NGS
 TO0518  HISTORY     - 1980     GOOD             NGS
 TO0518
 TO0518                          STATION DESCRIPTION
 TO0518
 TO0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0518'5.2 KM SE FROM BONNERS FERRY.
 TO0518'4.7 KILOMETERS (2.9 MILES) NORTH ALONG US HIGHWAYS 2 AND 95 FROM THE
 TO0518'POST OFFICE IN BONNERS FERRY, THENCE 0.5 KILOMERTER (0.3 MILE) EAST
 TO0518'ALONG US HIGHWAY 2, AT THE OFFICE OF THE BOUNDARY COUNTY AIRPORT,
 TO0518'61 METERS (200 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30.5
 TO0518'METERS (100 FEET) EAST OF THE CENTERLINE OF THE GRAVEL ENTRANCE ROAD
 TO0518'TO THE AIRPORT, 5.8 METERS (19.0 FEET) WEST-NORTHWEST OF THE
 TO0518'NORTHWEST CORNER OF THE AIRPORT OFFICE, 2.9 METERS (9.5 FEET) NORTH
 TO0518'OF THE AIRPORT ANTENNA MAST.
 TO0518'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TO0518
 TO0518                          STATION RECOVERY (1980)
 TO0518
 TO0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0612 ***********************************************************************
 TO0612  DESIGNATION -  F 382
 TO0612  PID         -  TO0612
 TO0612  STATE/COUNTY-  ID/BOUNDARY
 TO0612  USGS QUAD   -  RITZ (1996)
 TO0612
 TO0612                         *CURRENT SURVEY CONTROL
 TO0612  ___________________________________________________________________
 TO0612* NAD 83(1986)-  48 48 19.     (N)    116 19 46.     (W)     SCALED    
 TO0612* NAVD 88     -       686.255  (meters)    2251.49   (feet)  ADJUSTED  
 TO0612  ___________________________________________________________________
 TO0612  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 TO0612  DYNAMIC HT  -         686.331 (meters)    2251.74  (feet)  COMP
 TO0612  MODELED GRAV-     980,699.2   (mgal)                       NAVD 88
 TO0612
 TO0612  VERT ORDER  -  FIRST     CLASS II
 TO0612
 TO0612.The horizontal coordinates were scaled from a topographic map and have
 TO0612.an estimated accuracy of +/- 6 seconds.
 TO0612
 TO0612.The orthometric height was determined by differential leveling
 TO0612.and adjusted by the National Geodetic Survey in June 1991..
 TO0612
 TO0612.The geoid height was determined by GEOID03.
 TO0612
 TO0612.The dynamic height is computed by dividing the NAVD 88
 TO0612.geopotential number by the normal gravity value computed on the
 TO0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0612.degrees latitude (g = 980.6199 gals.).
 TO0612
 TO0612.The modeled gravity was interpolated from observed gravity values.
 TO0612
 TO0612;                    North         East    Units  Estimated Accuracy
 TO0612;SPC ID W     -   793,470.      757,440.      MT  (+/- 180 meters Scaled)
 TO0612
 TO0612                          SUPERSEDED SURVEY CONTROL
 TO0612
 TO0612.No superseded survey control is available for this station.
 TO0612
 TO0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ492060(NAD 83)
 TO0612_MARKER: I = METAL ROD
 TO0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0612_SP_SET: STAINLESS STEEL ROD
 TO0612_STAMPING: F 382 1980
 TO0612_MARK LOGO: NGS   
 TO0612_PROJECTION: FLUSH
 TO0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0612_ROD/PIPE-DEPTH: 6.0  meters
 TO0612
 TO0612  HISTORY     - Date     Condition        Report By
 TO0612  HISTORY     - 1980     MONUMENTED       NGS
 TO0612
 TO0612                          STATION DESCRIPTION
 TO0612
 TO0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0612'14.3 KM NORTH FROM BONNERS FERRY.
 TO0612'14.3 KILOMETERS (8.85 MILES) NORTH ALONG U.S. HIGHWAY 95 FROM THE POST
 TO0612'OFFICE IN BONNERS FERRY, 0.3 KILOMETER (0.2 MILE) SOUTHEAST OF THE
 TO0612'JUNCTION OF COUNTY ROAD 41, SET IN LINE WITH A ROW OF POWER LINE
 TO0612'POLES, 18.3 METERS (60.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 TO0612'HIGHWAY, 10.1 METERS (33.0 FEET) NORTHEAST OF THE SOUTHWEST EDGE OF
 TO0612'THE POWER LINE CLEAR CUT, 5.8 METERS (19.0 FEET) NORTHWEST OF POWER
 TO0612'LINE POLE NUMBER B 767.
 TO0612'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 TO0612'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0531 ***********************************************************************
 TO0531  DESIGNATION -  F 383
 TO0531  PID         -  TO0531
 TO0531  STATE/COUNTY-  ID/BOUNDARY
 TO0531  USGS QUAD   -  TWENTYMILE CREEK (1996)
 TO0531
 TO0531                         *CURRENT SURVEY CONTROL
 TO0531  ___________________________________________________________________
 TO0531* NAD 83(1986)-  48 36 40.     (N)    116 21 37.     (W)     SCALED    
 TO0531* NAVD 88     -       686.855  (meters)    2253.46   (feet)  ADJUSTED  
 TO0531  ___________________________________________________________________
 TO0531  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 TO0531  DYNAMIC HT  -         686.909 (meters)    2253.63  (feet)  COMP
 TO0531  MODELED GRAV-     980,667.6   (mgal)                       NAVD 88
 TO0531
 TO0531  VERT ORDER  -  FIRST     CLASS II
 TO0531
 TO0531.The horizontal coordinates were scaled from a topographic map and have
 TO0531.an estimated accuracy of +/- 6 seconds.
 TO0531
 TO0531.The orthometric height was determined by differential leveling
 TO0531.and adjusted by the National Geodetic Survey in June 1991..
 TO0531
 TO0531.The geoid height was determined by GEOID03.
 TO0531
 TO0531.The dynamic height is computed by dividing the NAVD 88
 TO0531.geopotential number by the normal gravity value computed on the
 TO0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0531.degrees latitude (g = 980.6199 gals.).
 TO0531
 TO0531.The modeled gravity was interpolated from observed gravity values.
 TO0531
 TO0531;                    North         East    Units  Estimated Accuracy
 TO0531;SPC ID W     -   771,900.      755,000.      MT  (+/- 180 meters Scaled)
 TO0531
 TO0531                          SUPERSEDED SURVEY CONTROL
 TO0531
 TO0531.No superseded survey control is available for this station.
 TO0531
 TO0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP471844(NAD 83)
 TO0531_MARKER: I = METAL ROD
 TO0531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0531_SP_SET: STAINLESS STEEL ROD
 TO0531_STAMPING: F 383 1980
 TO0531_PROJECTION: FLUSH
 TO0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0531_ROD/PIPE-DEPTH: 4.5  meters
 TO0531
 TO0531  HISTORY     - Date     Condition        Report By
 TO0531  HISTORY     - 1980     MONUMENTED       NGS
 TO0531
 TO0531                          STATION DESCRIPTION
 TO0531
 TO0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0531'11.3 KM SOUTH FROM BONNERS FERRY.
 TO0531'11.3 KILOMETERS (7.0 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0531'POST OFFICE IN BONNERS FERRY, AT THE CREST OF A HILL SLOPING DOWN
 TO0531'TO THE SOUTH, 18.6 METERS (61.0 FEET) NORTHWEST OF THE CENTERLINE
 TO0531'OF THE HIGHWAY, 4.3 METERS (14.1 FEET) NORTHEAST OF POWER LINE POLE
 TO0531'NUMBER 11 WITH ONE GUY WIRE AND IDAHO STATE HIGHWAY RIGHT-OF-WAY
 TO0531'MARKER NUMBER 253 X 42 26, 0.4 METER (1.4 FEET) SOUTHEAST OF THE
 TO0531'HIGHWAY RIGHT-OF WAY FENCE .
 TO0531'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 TO0531'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0568 ***********************************************************************
 TO0568  DESIGNATION -  F 384
 TO0568  PID         -  TO0568
 TO0568  STATE/COUNTY-  ID/BONNER
 TO0568  USGS QUAD   -  CABINET (1989)
 TO0568
 TO0568                         *CURRENT SURVEY CONTROL
 TO0568  ___________________________________________________________________
 TO0568* NAD 83(1986)-  48 05 25.     (N)    116 04 02.     (W)     SCALED    
 TO0568* NAVD 88     -       701.423  (meters)    2301.25   (feet)  ADJUSTED  
 TO0568  ___________________________________________________________________
 TO0568  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TO0568  DYNAMIC HT  -         701.435 (meters)    2301.29  (feet)  COMP
 TO0568  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 TO0568
 TO0568  VERT ORDER  -  FIRST     CLASS II
 TO0568
 TO0568.The horizontal coordinates were scaled from a topographic map and have
 TO0568.an estimated accuracy of +/- 6 seconds.
 TO0568
 TO0568.The orthometric height was determined by differential leveling
 TO0568.and adjusted by the National Geodetic Survey in June 1991..
 TO0568
 TO0568.The geoid height was determined by GEOID03.
 TO0568
 TO0568.The dynamic height is computed by dividing the NAVD 88
 TO0568.geopotential number by the normal gravity value computed on the
 TO0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0568.degrees latitude (g = 980.6199 gals.).
 TO0568
 TO0568.The modeled gravity was interpolated from observed gravity values.
 TO0568
 TO0568;                    North         East    Units  Estimated Accuracy
 TO0568;SPC ID W     -   713,850.      776,370.      MT  (+/- 180 meters Scaled)
 TO0568
 TO0568                          SUPERSEDED SURVEY CONTROL
 TO0568
 TO0568.No superseded survey control is available for this station.
 TO0568
 TO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP694267(NAD 83)
 TO0568_MARKER: I = METAL ROD
 TO0568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0568_SP_SET: STAINLESS STEEL ROD
 TO0568_STAMPING: F 384 1980
 TO0568_PROJECTION: FLUSH
 TO0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0568_ROD/PIPE-DEPTH: 7.6  meters
 TO0568
 TO0568  HISTORY     - Date     Condition        Report By
 TO0568  HISTORY     - 1980     MONUMENTED       NGS
 TO0568
 TO0568                          STATION DESCRIPTION
 TO0568
 TO0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0568'11.4 KM SE FROM CLARK FORK.
 TO0568'11.4 KILOMETERS (7.1 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM THE
 TO0568'PUBLIC SCHOOL IN CLARK FORK, 0.3 KILOMETER (0.2 MILE) EAST
 TO0568'OF HIGHWAY MILEPOST 62, AT THE Y JUNCTION OF A PAVED ROAD LEADING
 TO0568'SOUTH TO THE CABINET GORGE DAM EMPLOYEE VILLAGE, 28.7 METERS (94.0
 TO0568'FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 33.1 METERS (108
 TO0568'FEET) NORTH ACROSS THE PAVED ROAD FROM A TELEPHONE CABLE BOX NUMBER
 TO0568'LP 9A 340-2, 20.5 METERS (67.4 FEET) SOUTHWEST ACROSS THE ROAD FROM
 TO0568'A Y JUNCTION POWER LINE POLE, 5.9 METERS (19.4 FEET) WEST OF THE
 TO0568'CENTERLINE OF THE PAVED ROAD, 0.85 METER (2.8 FEET) WEST OF A POWER
 TO0568'LINE GUY POLE.
 TO0568'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 TO0568'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0566 ***********************************************************************
 TO0566  DESIGNATION -  F 385
 TO0566  PID         -  TO0566
 TO0566  STATE/COUNTY-  ID/BONNER
 TO0566  USGS QUAD   -  CABINET (1989)
 TO0566
 TO0566                         *CURRENT SURVEY CONTROL
 TO0566  ___________________________________________________________________
 TO0566* NAD 83(1986)-  48 05 27.     (N)    116 03 26.     (W)     SCALED    
 TO0566* NAVD 88     -       714.131  (meters)    2342.94   (feet)  ADJUSTED  
 TO0566  ___________________________________________________________________
 TO0566  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 TO0566  DYNAMIC HT  -         714.141 (meters)    2342.98  (feet)  COMP
 TO0566  MODELED GRAV-     980,602.0   (mgal)                       NAVD 88
 TO0566
 TO0566  VERT ORDER  -  FIRST     CLASS II
 TO0566
 TO0566.The horizontal coordinates were scaled from a topographic map and have
 TO0566.an estimated accuracy of +/- 6 seconds.
 TO0566
 TO0566.The orthometric height was determined by differential leveling
 TO0566.and adjusted by the National Geodetic Survey in June 1991..
 TO0566
 TO0566.The geoid height was determined by GEOID03.
 TO0566
 TO0566.The dynamic height is computed by dividing the NAVD 88
 TO0566.geopotential number by the normal gravity value computed on the
 TO0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0566.degrees latitude (g = 980.6199 gals.).
 TO0566
 TO0566.The modeled gravity was interpolated from observed gravity values.
 TO0566
 TO0566;                    North         East    Units  Estimated Accuracy
 TO0566;SPC ID W     -   713,910.      777,120.      MT  (+/- 180 meters Scaled)
 TO0566
 TO0566                          SUPERSEDED SURVEY CONTROL
 TO0566
 TO0566.No superseded survey control is available for this station.
 TO0566
 TO0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP702268(NAD 83)
 TO0566_MARKER: DB = BENCH MARK DISK
 TO0566_SETTING: 66 = SET IN ROCK OUTCROP
 TO0566_SP_SET: ROCK OUTCROP
 TO0566_STAMPING: F 385 1980
 TO0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0566+STABILITY: POSITION/ELEVATION WELL
 TO0566
 TO0566  HISTORY     - Date     Condition        Report By
 TO0566  HISTORY     - 1980     MONUMENTED       NGS
 TO0566
 TO0566                          STATION DESCRIPTION
 TO0566
 TO0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0566'12.8 KM SE FROM CLARK FORK.
 TO0566'12.6 KILOMETERS (7.85 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0566'THE PUBLIC SCHOOL IN CLARK FORK, THENCE 0.2 KILOMETER (0.15
 TO0566'MILE) SOUTHWEST ALONG A GRAVEL ROAD LEADING TO CABINET GORGE DAM,
 TO0566'THE MARK IS SET ON TOP OF A 36-CENTIMETER (12-INCH) STAINLESS STEEL
 TO0566'ROD EMBEDDED IN THE EAST CORNER OF A MASSIVE FRACTURED OUTCROP 30.0
 TO0566'METERS (98.5 FEET) SOUTHEAST OF THE CENTERLINE OF A GATE IN A CYCLONE
 TO0566'FENCE AROUND THE DAM, 28.4 METERS (93.0 FEET) SOUTH OF THE CENTERLINE
 TO0566'OF THE ROAD, 39.5 METERS (130 FEET) WEST OF A TWIN 14-INCH DIAMETER
 TO0566'POPLAR TREES, 17.0 METERS (56.0 FEET) EAST OF THE SOUTH POST OF THE
 TO0566'CYCLONE FENCE, 13.1 METERS (43.0 FEET) SOUTHEAST OF A 6-INCH
 TO0566'DIAMETER DOUGLAS FIR TREE.
 TO0566'THE MARK IS 0.65 METERS  NE FROM A WITNESS POST.
 TO0566'THE MARK IS ABOVE LEVEL WITH THE TOP OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0690 ***********************************************************************
 TO0690  DESIGNATION -  F 386
 TO0690  PID         -  TO0690
 TO0690  STATE/COUNTY-  ID/BONNER
 TO0690  USGS QUAD   -  PRIEST RIVER (1996)
 TO0690
 TO0690                         *CURRENT SURVEY CONTROL
 TO0690  ___________________________________________________________________
 TO0690* NAD 83(1986)-  48 10 52.     (N)    116 57 11.     (W)     SCALED    
 TO0690* NAVD 88     -       672.976  (meters)    2207.92   (feet)  ADJUSTED  
 TO0690  ___________________________________________________________________
 TO0690  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TO0690  DYNAMIC HT  -         673.039 (meters)    2208.13  (feet)  COMP
 TO0690  MODELED GRAV-     980,683.8   (mgal)                       NAVD 88
 TO0690
 TO0690  VERT ORDER  -  FIRST     CLASS II
 TO0690
 TO0690.The horizontal coordinates were scaled from a topographic map and have
 TO0690.an estimated accuracy of +/- 6 seconds.
 TO0690
 TO0690.The orthometric height was determined by differential leveling
 TO0690.and adjusted by the National Geodetic Survey in June 1991..
 TO0690
 TO0690.The geoid height was determined by GEOID03.
 TO0690
 TO0690.The dynamic height is computed by dividing the NAVD 88
 TO0690.geopotential number by the normal gravity value computed on the
 TO0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0690.degrees latitude (g = 980.6199 gals.).
 TO0690
 TO0690.The modeled gravity was interpolated from observed gravity values.
 TO0690
 TO0690;                    North         East    Units  Estimated Accuracy
 TO0690;SPC ID W     -   724,600.      710,540.      MT  (+/- 180 meters Scaled)
 TO0690
 TO0690                          SUPERSEDED SURVEY CONTROL
 TO0690
 TO0690.No superseded survey control is available for this station.
 TO0690
 TO0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP034364(NAD 83)
 TO0690_MARKER: I = METAL ROD
 TO0690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0690_SP_SET: STAINLESS STEEL ROD
 TO0690_STAMPING: F 386 1980
 TO0690_PROJECTION: FLUSH
 TO0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0690_ROD/PIPE-DEPTH: 3.0  meters
 TO0690
 TO0690  HISTORY     - Date     Condition        Report By
 TO0690  HISTORY     - 1980     MONUMENTED       NGS
 TO0690
 TO0690                          STATION DESCRIPTION
 TO0690
 TO0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0690'2.6 KM WEST FROM PRIEST RIVER.
 TO0690'2.6 KILOMETERS (1.65 MILES) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNIOR
 TO0690'HIGHSCHOOL IN PRIEST RIVER, 0.2 KILOMETER (0.1 MILE) EAST OF HIGHWAY
 TO0690'MILEPOST 4, AT THE EAST END OF A SMALL KNOLL, IN LINE WITH A ROW OF
 TO0690'POWER LINE POLES, 51.2 METERS (168 FEET) NORTHEAST OF THE WEST END OF
 TO0690'A STEEL GUARDRAIL, 27.4 METERS (90.0 FEET) NORTH OF THE CENTERLINE
 TO0690'OF THE HIGHWAY, 6.1 METERS (20.0 FEET) WEST OF THE CENTERLINE OF A
 TO0690'DIRT ROAD LEADING NORTHEAST, 4.6 METERS (15.0 FEET) EAST OF POWER
 TO0690'LINE POLE 55 WITH ONE GUY WIRE.
 TO0690'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 TO0690'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0600 ***********************************************************************
 TO0600  DESIGNATION -  F 387
 TO0600  PID         -  TO0600
 TO0600  STATE/COUNTY-  ID/BONNER
 TO0600  USGS QUAD   -  ODEN BAY (1996)
 TO0600
 TO0600                         *CURRENT SURVEY CONTROL
 TO0600  ___________________________________________________________________
 TO0600* NAD 83(1986)-  48 19 26.     (N)    116 25 56.     (W)     SCALED    
 TO0600* NAVD 88     -       641.965  (meters)    2106.18   (feet)  ADJUSTED  
 TO0600  ___________________________________________________________________
 TO0600  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 TO0600  DYNAMIC HT  -         642.015 (meters)    2106.34  (feet)  COMP
 TO0600  MODELED GRAV-     980,669.4   (mgal)                       NAVD 88
 TO0600
 TO0600  VERT ORDER  -  FIRST     CLASS II
 TO0600
 TO0600.The horizontal coordinates were scaled from a topographic map and have
 TO0600.an estimated accuracy of +/- 6 seconds.
 TO0600
 TO0600.The orthometric height was determined by differential leveling
 TO0600.and adjusted by the National Geodetic Survey in June 1991..
 TO0600
 TO0600.The geoid height was determined by GEOID03.
 TO0600
 TO0600.The dynamic height is computed by dividing the NAVD 88
 TO0600.geopotential number by the normal gravity value computed on the
 TO0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0600.degrees latitude (g = 980.6199 gals.).
 TO0600
 TO0600.The modeled gravity was interpolated from observed gravity values.
 TO0600
 TO0600;                    North         East    Units  Estimated Accuracy
 TO0600;SPC ID W     -   740,000.      749,410.      MT  (+/- 180 meters Scaled)
 TO0600
 TO0600                          SUPERSEDED SURVEY CONTROL
 TO0600
 TO0600.No superseded survey control is available for this station.
 TO0600
 TO0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP420524(NAD 83)
 TO0600_MARKER: I = METAL ROD
 TO0600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0600_SP_SET: STAINLESS STEEL ROD
 TO0600_STAMPING: F 387 1980
 TO0600_PROJECTION: FLUSH
 TO0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0600_ROD/PIPE-DEPTH: 12.3 meters
 TO0600
 TO0600  HISTORY     - Date     Condition        Report By
 TO0600  HISTORY     - 1980     MONUMENTED       NGS
 TO0600
 TO0600                          STATION DESCRIPTION
 TO0600
 TO0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0600'12.4 KM NE FROM SANDPOINT.
 TO0600'12.4 KILOMETERS (7.7 MILES) NORTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0600'THE SPOKANE INTERNATIONAL RAILWAY STATION IN SANDPOINT, 0.5 KILOMETER
 TO0600'(0.3 MILE) EAST OF HIGHWAY MILEPOST 36, 19.6 METERS (64.5 FEET) SOUTH
 TO0600'OF THE CENTERLINE OF THE HIGHWAY, 12.6 METERS (41.4 FEET) WEST OF
 TO0600'THE THIRD TELEGRAPH POLE EAST OF A DIRT ROAD CROSSING THE BURLINGTON
 TO0600'NORTHERN RAILWAY, 29.1 METERS (95.6 FEET) WEST OF THE WEST END OF A
 TO0600'HEADWALL FOR A 48-INCH DIAMETER CONCRETE PIPE CULVERT UNDER THE
 TO0600'TRACKS, 10.3 METERS (34.0 FEET) NORTH OF THE NORTH RAIL OF THE TRACKS,
 TO0600'5.2 METERS (17.0 FEET) WEST OF THE EXTENDED CENTERLINE OF A DRIVE TO
 TO0600'THE BILL AND LOIS DAIRY, 2.1 METERS (7.0 FEET) SOUTH OF THE SOUTH
 TO0600'POLE OF A POWER LINE CROSSING THE HIGHWAY.
 TO0600'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 TO0600'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0798 ***********************************************************************
 RY0798  DESIGNATION -  F 388
 RY0798  PID         -  RY0798
 RY0798  STATE/COUNTY-  ID/IDAHO
 RY0798  USGS QUAD   -  ROCKY POINT (1994)
 RY0798
 RY0798                         *CURRENT SURVEY CONTROL
 RY0798  ___________________________________________________________________
 RY0798* NAD 83(1986)-  46 31 01.     (N)    114 44 33.     (W)     SCALED    
 RY0798* NAVD 88     -      1021.692  (meters)    3352.00   (feet)  ADJUSTED  
 RY0798  ___________________________________________________________________
 RY0798  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 RY0798  DYNAMIC HT  -        1021.471 (meters)    3351.28  (feet)  COMP
 RY0798  MODELED GRAV-     980,364.3   (mgal)                       NAVD 88
 RY0798
 RY0798  VERT ORDER  -  FIRST     CLASS II
 RY0798
 RY0798.The horizontal coordinates were scaled from a topographic map and have
 RY0798.an estimated accuracy of +/- 6 seconds.
 RY0798
 RY0798.The orthometric height was determined by differential leveling
 RY0798.and adjusted by the National Geodetic Survey in June 1991..
 RY0798
 RY0798.The geoid height was determined by GEOID03.
 RY0798
 RY0798.The dynamic height is computed by dividing the NAVD 88
 RY0798.geopotential number by the normal gravity value computed on the
 RY0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0798.degrees latitude (g = 980.6199 gals.).
 RY0798
 RY0798.The modeled gravity was interpolated from observed gravity values.
 RY0798
 RY0798;                    North         East    Units  Estimated Accuracy
 RY0798;SPC ID W     -   539,390.      877,310.      MT  (+/- 180 meters Scaled)
 RY0798
 RY0798                          SUPERSEDED SURVEY CONTROL
 RY0798
 RY0798.No superseded survey control is available for this station.
 RY0798
 RY0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM731539(NAD 83)
 RY0798_MARKER: DB = BENCH MARK DISK
 RY0798_SETTING: 66 = SET IN ROCK OUTCROP
 RY0798_SP_SET: ROCK OUTCROP
 RY0798_STAMPING: F 388 1980
 RY0798_MARK LOGO: NGS   
 RY0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0798+STABILITY: POSITION/ELEVATION WELL
 RY0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RY0798+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 RY0798
 RY0798  HISTORY     - Date     Condition        Report By
 RY0798  HISTORY     - 1980     MONUMENTED       NGS
 RY0798  HISTORY     - 20060913 GOOD             GEOCAC
 RY0798
 RY0798                          STATION DESCRIPTION
 RY0798
 RY0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0798'3.1 KM (1.9 MI) WEST FROM POWELL RANGER STATION.
 RY0798'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0798'RANGER STATION, THENCE 2.1 KILOMETERS (1.3 MILES) WEST ALONG U.S.
 RY0798'HIGHWAY 12, 0.8 KILOMETER (0.5 MILE) WEST OF HIGHWAY MILEPOST 161,
 RY0798'0.25 KILOMETER (0.15 MILE) WEST OF A POINT WHERE THE LOCHSA RIVER
 RY0798'MEETS THE HIGHWAY, AT THE EAST END OF A LONG HIGHWAY CURVE, SET IN
 RY0798'TOP OF A SMALL SHELF OF SLOPING WHITE GRANITE IN A HIGHWAY CUT,
 RY0798'9.0 METERS (29.5 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 34.9
 RY0798'METERS (115 FEET) EAST OF A 24-INCH DIAMETER CEDAR TREE, 22.3 METERS
 RY0798'(73.0 FEET) EAST OF THE WEST END OF THE CUT, DIRECTLY BELOW THE
 RY0798'BASE OF A LONE 12-INCH DIAMETER SPRUCE TREE.
 RY0798'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 RY0798'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 RY0798
 RY0798                          STATION RECOVERY (2006)
 RY0798
 RY0798'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RY0798'THE DESCRIBED LONE 12-INCH DIAMETER SPRUCE TREE HAS BEEN SNAPPED OFF
 RY0798'AND THE TRUNK IS LYING ON THE TALUS SLOPE ABOUT FOUR FEET WEST OF THE
 RY0798'STATION.  HANDHLED COORIDNATES ARE N46-31-01.32 W114-44-30.78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0773 ***********************************************************************
 RY0773  DESIGNATION -  F 389
 RY0773  PID         -  RY0773
 RY0773  STATE/COUNTY-  ID/IDAHO
 RY0773  USGS QUAD   -  GREYSTONE BUTTE (1994)
 RY0773
 RY0773                         *CURRENT SURVEY CONTROL
 RY0773  ___________________________________________________________________
 RY0773* NAD 83(1986)-  46 26 13.     (N)    115 06 00.     (W)     SCALED    
 RY0773* NAVD 88     -       828.015  (meters)    2716.58   (feet)  ADJUSTED  
 RY0773  ___________________________________________________________________
 RY0773  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 RY0773  DYNAMIC HT  -         827.855 (meters)    2716.05  (feet)  COMP
 RY0773  MODELED GRAV-     980,395.6   (mgal)                       NAVD 88
 RY0773
 RY0773  VERT ORDER  -  FIRST     CLASS II
 RY0773
 RY0773.The horizontal coordinates were scaled from a topographic map and have
 RY0773.an estimated accuracy of +/- 6 seconds.
 RY0773
 RY0773.The orthometric height was determined by differential leveling
 RY0773.and adjusted by the National Geodetic Survey in June 1991..
 RY0773
 RY0773.The geoid height was determined by GEOID03.
 RY0773
 RY0773.The dynamic height is computed by dividing the NAVD 88
 RY0773.geopotential number by the normal gravity value computed on the
 RY0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0773.degrees latitude (g = 980.6199 gals.).
 RY0773
 RY0773.The modeled gravity was interpolated from observed gravity values.
 RY0773
 RY0773;                    North         East    Units  Estimated Accuracy
 RY0773;SPC ID W     -   530,210.      849,950.      MT  (+/- 180 meters Scaled)
 RY0773
 RY0773                          SUPERSEDED SURVEY CONTROL
 RY0773
 RY0773.No superseded survey control is available for this station.
 RY0773
 RY0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM459443(NAD 83)
 RY0773_MARKER: DB = BENCH MARK DISK
 RY0773_SETTING: 66 = SET IN ROCK OUTCROP
 RY0773_SP_SET: ROCK OUTCROP
 RY0773_STAMPING: F 389 1980
 RY0773_MARK LOGO: NGS   
 RY0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0773+STABILITY: POSITION/ELEVATION WELL
 RY0773
 RY0773  HISTORY     - Date     Condition        Report By
 RY0773  HISTORY     - 1980     MONUMENTED       NGS
 RY0773
 RY0773                          STATION DESCRIPTION
 RY0773
 RY0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0773'26.4 KM (16.4 MI) NE FROM LOCHSA RANGER STATION.
 RY0773'26.4 KILOMETERS (16.4 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0773'THE LOCHSA RANGER STATION, 0.8 KILOMETER (0.5 MILE) EAST OF HIGHWAY
 RY0773'MILEPOST 137, SET IN TOP OF A SLOPING GRANITE OUTCROP, 6.9 METERS
 RY0773'(22.6 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 46.5 METERS
 RY0773'(151 FEET) NORTHEAST ACROSS THE HIGHWAY FROM A TWIN-TOPPED CEDAR,
 RY0773'46.0 METERS (151 FEET) NORTHEAST OF THE TOP CENTER OF THE NORTH END
 RY0773'OF A 120-CENTIMETER (48-INCH) DIAMETER STEEL PIPE CULVERT FOR A
 RY0773'SMALL CREEK UNDER THE HIGHWAY, 0.5 METER (1.7 FEET) NORTHWEST OF THE
 RY0773'SOUTHEAST EDGE OF THE OUTCROP, 0.45 METER (1.5 FEET) NORTHEAST OF
 RY0773'THE SOUTHWEST EDGE OF THE OUTCROP.
 RY0773'THE MARK IS 0.25 METERS  S FROM A WITNESS POST.
 RY0773'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0091 ***********************************************************************
 QA0091  DESIGNATION -  F 39
 QA0091  PID         -  QA0091
 QA0091  STATE/COUNTY-  ID/CUSTER
 QA0091  USGS QUAD   -  POTAMAN PEAK (1963)
 QA0091
 QA0091                         *CURRENT SURVEY CONTROL
 QA0091  ___________________________________________________________________
 QA0091* NAD 83(1986)-  44 14 53.     (N)    114 29 56.     (W)     SCALED    
 QA0091* NAVD 88     -      1703.712  (meters)    5589.60   (feet)  ADJUSTED  
 QA0091  ___________________________________________________________________
 QA0091  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 QA0091  DYNAMIC HT  -        1702.744 (meters)    5586.42  (feet)  COMP
 QA0091  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 QA0091
 QA0091  VERT ORDER  -  SECOND    CLASS 0
 QA0091
 QA0091.The horizontal coordinates were scaled from a topographic map and have
 QA0091.an estimated accuracy of +/- 6 seconds.
 QA0091
 QA0091.The orthometric height was determined by differential leveling
 QA0091.and adjusted by the National Geodetic Survey in June 1991..
 QA0091
 QA0091.The geoid height was determined by GEOID03.
 QA0091
 QA0091.The dynamic height is computed by dividing the NAVD 88
 QA0091.geopotential number by the normal gravity value computed on the
 QA0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0091.degrees latitude (g = 980.6199 gals.).
 QA0091
 QA0091.The modeled gravity was interpolated from observed gravity values.
 QA0091
 QA0091;                    North         East    Units  Estimated Accuracy
 QA0091;SPC ID C     -   286,880.      460,160.      MT  (+/- 180 meters Scaled)
 QA0091
 QA0091                          SUPERSEDED SURVEY CONTROL
 QA0091
 QA0091  NGVD 29 (??/??/92) 1702.459  (m)         5585.48   (f) ADJ UNCH    2 0
 QA0091
 QA0091.Superseded values are not recommended for survey control.
 QA0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0091.See file dsdata.txt to determine how the superseded data were derived.
 QA0091
 QA0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK996024(NAD 83)
 QA0091_MARKER: DB = BENCH MARK DISK
 QA0091_SETTING: 80 = SET IN A BOULDER
 QA0091_STAMPING: F 39 1934
 QA0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0091+STABILITY: SURFACE MOTION
 QA0091
 QA0091  HISTORY     - Date     Condition        Report By
 QA0091  HISTORY     - 1934     MONUMENTED       CGS
 QA0091  HISTORY     - 1957     GOOD             NGS
 QA0091  HISTORY     - 19940601 MARK NOT FOUND   IDTD
 QA0091
 QA0091                          STATION DESCRIPTION
 QA0091
 QA0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 QA0091'6.5 MI W FROM CLAYTON.
 QA0091'6.5 MILES WEST ALONG OLD U. S. HIGHWAY 93 FROM THE POST OFFICE AT
 QA0091'CLAYTON, CUSTER COUNTY, 0.9 MILE SOUTHWEST OF CLAYTON RANGER STATION,
 QA0091'186 FEET SOUTHWEST OF THE SUMMIT OF A SMALL KNOLL, MIDWAY BETWEEN TWO
 QA0091'ROWS OF POLES, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 QA0091'IN THE TOP OF A LONE 7- BY 8-FOOT BOULDER PROJECTING 3 FEET ABOVE THE
 QA0091'GROUND.
 QA0091
 QA0091                          STATION RECOVERY (1994)
 QA0091
 QA0091'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (GDJ)
 QA0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0744 ***********************************************************************
 RY0744  DESIGNATION -  F 390
 RY0744  PID         -  RY0744
 RY0744  STATE/COUNTY-  ID/IDAHO
 RY0744  USGS QUAD   -  SYRINGA (1994)
 RY0744
 RY0744                         *CURRENT SURVEY CONTROL
 RY0744  ___________________________________________________________________
 RY0744* NAD 83(1986)-  46 08 38.     (N)    115 42 22.     (W)     SCALED    
 RY0744* NAVD 88     -       436.012  (meters)    1430.48   (feet)  ADJUSTED  
 RY0744  ___________________________________________________________________
 RY0744  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 RY0744  DYNAMIC HT  -         435.959 (meters)    1430.31  (feet)  COMP
 RY0744  MODELED GRAV-     980,483.4   (mgal)                       NAVD 88
 RY0744
 RY0744  VERT ORDER  -  FIRST     CLASS II
 RY0744
 RY0744.The horizontal coordinates were scaled from a topographic map and have
 RY0744.an estimated accuracy of +/- 6 seconds.
 RY0744
 RY0744.The orthometric height was determined by differential leveling
 RY0744.and adjusted by the National Geodetic Survey in June 1991..
 RY0744
 RY0744.The geoid height was determined by GEOID03.
 RY0744
 RY0744.The dynamic height is computed by dividing the NAVD 88
 RY0744.geopotential number by the normal gravity value computed on the
 RY0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0744.degrees latitude (g = 980.6199 gals.).
 RY0744
 RY0744.The modeled gravity was interpolated from observed gravity values.
 RY0744
 RY0744;                    North         East    Units  Estimated Accuracy
 RY0744;SPC ID W     -   497,430.      803,390.      MT  (+/- 180 meters Scaled)
 RY0744
 RY0744                          SUPERSEDED SURVEY CONTROL
 RY0744
 RY0744.No superseded survey control is available for this station.
 RY0744
 RY0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM999108(NAD 83)
 RY0744_MARKER: DB = BENCH MARK DISK
 RY0744_SETTING: 66 = SET IN ROCK OUTCROP
 RY0744_SP_SET: ROCK OUTCROP
 RY0744_STAMPING: F 390 1980
 RY0744_MARK LOGO: NGS   
 RY0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0744+STABILITY: POSITION/ELEVATION WELL
 RY0744
 RY0744  HISTORY     - Date     Condition        Report By
 RY0744  HISTORY     - 1980     MONUMENTED       NGS
 RY0744
 RY0744                          STATION DESCRIPTION
 RY0744
 RY0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0744'9.4 KM (5.85 MI) SW FROM LOWELL.
 RY0744'9.4 KILOMETERS (5.85 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0744'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.25
 RY0744'KILOMETER (0.15 MILE) SOUTHEAST OF HIGHWAY MILEPOST 91, SET IN TOP
 RY0744'OF A SLIGHTLY SLOPING 0.6 X 1 METER (2 X 3 FOOT) SHELF OF OUTCROP
 RY0744'IN A SMALL BEDROCK HIGHWAY CUT, 7.3 METERS (24.0 FEET) NORTHEAST
 RY0744'OF THE CENTERLINE OF THE HIGHWAY, 64.4 METERS (244 FEET) SOUTHEAST
 RY0744'OF THE TOP CENTER OF THE NORTHEAST END OF A 45-CENTIMETER (18-INCH)
 RY0744'DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY, 60.0 METERS (197 FEET)
 RY0744'NORTHWEST OF THE TOP CENTER OF THE NORTHEAST END OF A 45-CENTIMETER
 RY0744'(18-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY AT THE
 RY0744'NORTHEAST END OF A NARROW PAVED PULLOUT, 14.8 METERS (48.5 FEET)
 RY0744'NORTHEAST ACROSS THE HIGHWAY FROM U.S. FOREST SERVICE SIGN READING
 RY0744'-POINT OF INTEREST 1/4 MILE-.
 RY0744'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 RY0744'THE MARK IS 0.45 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1391 ***********************************************************************
 RZ1391  DESIGNATION -  F 391
 RZ1391  PID         -  RZ1391
 RZ1391  STATE/COUNTY-  ID/LEWIS
 RZ1391  USGS QUAD   -  SIXMILE CREEK (1994)
 RZ1391
 RZ1391                         *CURRENT SURVEY CONTROL
 RZ1391  ___________________________________________________________________
 RZ1391* NAD 83(1986)-  46 18 34.     (N)    116 08 01.     (W)     SCALED    
 RZ1391* NAVD 88     -       345.019  (meters)    1131.95   (feet)  ADJUSTED  
 RZ1391  ___________________________________________________________________
 RZ1391  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 RZ1391  DYNAMIC HT  -         344.992 (meters)    1131.86  (feet)  COMP
 RZ1391  MODELED GRAV-     980,528.3   (mgal)                       NAVD 88
 RZ1391
 RZ1391  VERT ORDER  -  FIRST     CLASS II
 RZ1391
 RZ1391.The horizontal coordinates were scaled from a topographic map and have
 RZ1391.an estimated accuracy of +/- 6 seconds.
 RZ1391
 RZ1391.The orthometric height was determined by differential leveling
 RZ1391.and adjusted by the National Geodetic Survey in June 1991..
 RZ1391
 RZ1391.The geoid height was determined by GEOID03.
 RZ1391
 RZ1391.The dynamic height is computed by dividing the NAVD 88
 RZ1391.geopotential number by the normal gravity value computed on the
 RZ1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1391.degrees latitude (g = 980.6199 gals.).
 RZ1391
 RZ1391.The modeled gravity was interpolated from observed gravity values.
 RZ1391
 RZ1391;                    North         East    Units  Estimated Accuracy
 RZ1391;SPC ID W     -   515,910.      770,450.      MT  (+/- 180 meters Scaled)
 RZ1391
 RZ1391                          SUPERSEDED SURVEY CONTROL
 RZ1391
 RZ1391.No superseded survey control is available for this station.
 RZ1391
 RZ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM667287(NAD 83)
 RZ1391_MARKER: DB = BENCH MARK DISK
 RZ1391_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1391_SP_SET: ROCK OUTCROP
 RZ1391_STAMPING: F 391 1980
 RZ1391_MARK LOGO: NGS   
 RZ1391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1391+STABILITY: POSITION/ELEVATION WELL
 RZ1391
 RZ1391  HISTORY     - Date     Condition        Report By
 RZ1391  HISTORY     - 1980     MONUMENTED       NGS
 RZ1391
 RZ1391                          STATION DESCRIPTION
 RZ1391
 RZ1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1391'14.6 KM (9.1 MI) NW FROM KAMIAH.
 RZ1391'14.6 KILOMETERS ((9.1 MILES) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1391'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN
 RZ1391'KAMIAH, 1.0 KILOMETER (0.65 MILE) NORTHWEST OF SIXMILE CREEK, ACROSS
 RZ1391'THE CAMAS PRAIRIE RAILWAY, RIVER AND HIGHWAY FROM A LONG BEDROCK
 RZ1391'RAILWAY CUT, SET IN TOP OF A SMALL GRANITE SHELF, 5.0 METERS (16.5
 RZ1391'FEET) SOUTH OF HIGHWAY MILEPOST 58, 5.8 METERS (19.0 FEET) SOUTHWEST
 RZ1391'OF THE CENTERLINE OF THE HIGHWAY, 20.4 METERS (67.0 FEET) NORTHWEST
 RZ1391'OF THE TOP CENTER OF A SMALL CONCRETE HEADWALL FOR THE SOUTHWEST END
 RZ1391'OF A 45-CENTIMETER (18-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE
 RZ1391'HIGHWAY.
 RZ1391'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 RZ1391'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1367 ***********************************************************************
 RZ1367  DESIGNATION -  F 392
 RZ1367  PID         -  RZ1367
 RZ1367  STATE/COUNTY-  ID/NEZ PERCE
 RZ1367  USGS QUAD   -  PECK (1967)
 RZ1367
 RZ1367                         *CURRENT SURVEY CONTROL
 RZ1367  ___________________________________________________________________
 RZ1367* NAD 83(1986)-  46 29 54.     (N)    116 22 38.     (W)     SCALED    
 RZ1367* NAVD 88     -       297.579  (meters)     976.31   (feet)  ADJUSTED  
 RZ1367  ___________________________________________________________________
 RZ1367  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 RZ1367  DYNAMIC HT  -         297.569 (meters)     976.27  (feet)  COMP
 RZ1367  MODELED GRAV-     980,572.2   (mgal)                       NAVD 88
 RZ1367
 RZ1367  VERT ORDER  -  FIRST     CLASS II
 RZ1367
 RZ1367.The horizontal coordinates were scaled from a topographic map and have
 RZ1367.an estimated accuracy of +/- 6 seconds.
 RZ1367
 RZ1367.The orthometric height was determined by differential leveling
 RZ1367.and adjusted by the National Geodetic Survey in June 1991..
 RZ1367
 RZ1367.The geoid height was determined by GEOID03.
 RZ1367
 RZ1367.The dynamic height is computed by dividing the NAVD 88
 RZ1367.geopotential number by the normal gravity value computed on the
 RZ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1367.degrees latitude (g = 980.6199 gals.).
 RZ1367
 RZ1367.The modeled gravity was interpolated from observed gravity values.
 RZ1367
 RZ1367;                    North         East    Units  Estimated Accuracy
 RZ1367;SPC ID W     -   537,020.      751,860.      MT  (+/- 180 meters Scaled)
 RZ1367
 RZ1367                          SUPERSEDED SURVEY CONTROL
 RZ1367
 RZ1367.No superseded survey control is available for this station.
 RZ1367
 RZ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM477496(NAD 83)
 RZ1367_MARKER: DB = BENCH MARK DISK
 RZ1367_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1367_SP_SET: ROCK OUTCROP
 RZ1367_STAMPING: F 392 1980
 RZ1367_MARK LOGO: NGS   
 RZ1367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1367+STABILITY: POSITION/ELEVATION WELL
 RZ1367
 RZ1367  HISTORY     - Date     Condition        Report By
 RZ1367  HISTORY     - 1980     MONUMENTED       NGS
 RZ1367
 RZ1367                          STATION DESCRIPTION
 RZ1367
 RZ1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1367'10.4 KM (6.45 MI) NW FROM OROFINO.
 RZ1367'10.4 KILOMETERS (6.45 MILES) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1367'JUNCTION OF STATE HIGHWAY 7 IN OROFINO, 0.55 KILOMETER (0.35 MILE)
 RZ1367'WEST OF HIGHWAY MILEPOST 38, SET IN TOP OF A SLOPING ROCK OUTCROP
 RZ1367'ACROSS THE HIGHWAY FROM A PULLOUT, ALSO 15.5 KILOMETERS (9.65 MILES)
 RZ1367'EAST ALONG U.S. HIGHWAY 12 FROM THE SOUTHWEST END OF A STEEL HIGHWAY
 RZ1367'BRIDGE OVER THE CLEARWATER RIVER IN LENORE, 7.6 METERS (25.0 FEET)
 RZ1367'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 39.3 METERS (129 FEET) WEST OF
 RZ1367'THE WEST END OF A CONCRETE HEADWALL FOR A 105-CENTIMETER (40-INCH)
 RZ1367'DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY.
 RZ1367'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 RZ1367'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0505 ***********************************************************************
 NV0505  DESIGNATION -  F 4
 NV0505  PID         -  NV0505
 NV0505  STATE/COUNTY-  ID/ELMORE
 NV0505  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0505
 NV0505                         *CURRENT SURVEY CONTROL
 NV0505  ___________________________________________________________________
 NV0505* NAD 83(1986)-  42 59 48.     (N)    115 10 31.     (W)     SCALED    
 NV0505* NAVD 88     -       773.381  (meters)    2537.33   (feet)  ADJUSTED  
 NV0505  ___________________________________________________________________
 NV0505  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 NV0505  DYNAMIC HT  -         773.054 (meters)    2536.26  (feet)  COMP
 NV0505  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 NV0505
 NV0505  VERT ORDER  -  FIRST     CLASS II
 NV0505
 NV0505.The horizontal coordinates were scaled from a topographic map and have
 NV0505.an estimated accuracy of +/- 6 seconds.
 NV0505
 NV0505.The orthometric height was determined by differential leveling
 NV0505.and adjusted by the National Geodetic Survey in June 1991..
 NV0505
 NV0505.The geoid height was determined by GEOID03.
 NV0505
 NV0505.The dynamic height is computed by dividing the NAVD 88
 NV0505.geopotential number by the normal gravity value computed on the
 NV0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0505.degrees latitude (g = 980.6199 gals.).
 NV0505
 NV0505.The modeled gravity was interpolated from observed gravity values.
 NV0505
 NV0505;                    North         East    Units  Estimated Accuracy
 NV0505;SPC ID W     -   147,890.      846,860.      MT  (+/- 180 meters Scaled)
 NV0505
 NV0505                          SUPERSEDED SURVEY CONTROL
 NV0505
 NV0505  NGVD 29 (??/??/92)  772.594  (m)         2534.75   (f) ADJ UNCH    1 2
 NV0505
 NV0505.Superseded values are not recommended for survey control.
 NV0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0505.See file dsdata.txt to determine how the superseded data were derived.
 NV0505
 NV0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH487620(NAD 83)
 NV0505_MARKER: DB = BENCH MARK DISK
 NV0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0505_SP_SET: LAVA POST
 NV0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0505+STABILITY: SURFACE MOTION
 NV0505
 NV0505  HISTORY     - Date     Condition        Report By
 NV0505  HISTORY     - UNK      MONUMENTED       CGS
 NV0505  HISTORY     - 1944     GOOD             NGS
 NV0505  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0505
 NV0505                          STATION DESCRIPTION
 NV0505
 NV0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NV0505'1.6 MI E FROM KING HILL.
 NV0505'1.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0505'KING HILL, 63 FEET NORTHWEST OF SEMAPHORE 3655, 130 FEET NORTHWEST OF
 NV0505'A ROAD CROSSING AT THE SOUTHEAST END OF A LONG CURVE, 39 FEET
 NV0505'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST TRACK, AND NEAR A WHITE
 NV0505'WOODEN WITNESS POST.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A
 NV0505'BLACK LAVA POST, LETTERED U S B M AND PROJECTING 2 INCHES ABOVE THE
 NV0505'GROUND.
 NV0505
 NV0505                          STATION RECOVERY (1983)
 NV0505
 NV0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0505'MARK WAS PROBED FOR AT DESCRIBED LOCATION.  NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0622 ***********************************************************************
 QA0622  DESIGNATION -  F 40
 QA0622  PID         -  QA0622
 QA0622  STATE/COUNTY-  ID/CUSTER
 QA0622  USGS QUAD   -  OBSIDIAN (1963)
 QA0622
 QA0622                         *CURRENT SURVEY CONTROL
 QA0622  ___________________________________________________________________
 QA0622* NAD 83(1986)-  44 00 02.     (N)    114 49 59.     (W)     SCALED    
 QA0622* NAVD 88     -      2083.129  (meters)    6834.40   (feet)  ADJUSTED  
 QA0622  ___________________________________________________________________
 QA0622  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 QA0622  DYNAMIC HT  -        2081.747 (meters)    6829.86  (feet)  COMP
 QA0622  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 QA0622
 QA0622  VERT ORDER  -  SECOND    CLASS 0
 QA0622
 QA0622.The horizontal coordinates were scaled from a topographic map and have
 QA0622.an estimated accuracy of +/- 6 seconds.
 QA0622
 QA0622.The orthometric height was determined by differential leveling
 QA0622.and adjusted by the National Geodetic Survey in June 1991..
 QA0622
 QA0622.The geoid height was determined by GEOID03.
 QA0622
 QA0622.The dynamic height is computed by dividing the NAVD 88
 QA0622.geopotential number by the normal gravity value computed on the
 QA0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0622.degrees latitude (g = 980.6199 gals.).
 QA0622
 QA0622.The modeled gravity was interpolated from observed gravity values.
 QA0622
 QA0622;                    North         East    Units  Estimated Accuracy
 QA0622;SPC ID C     -   259,590.      433,190.      MT  (+/- 180 meters Scaled)
 QA0622
 QA0622                          SUPERSEDED SURVEY CONTROL
 QA0622
 QA0622  NGVD 29 (??/??/92) 2081.729  (m)         6829.81   (f) ADJ UNCH    2 0
 QA0622
 QA0622.Superseded values are not recommended for survey control.
 QA0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0622.See file dsdata.txt to determine how the superseded data were derived.
 QA0622
 QA0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ737742(NAD 83)
 QA0622_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0622_SETTING: 0 = UNSPECIFIED SETTING
 QA0622_MARK LOGO: NONE  
 QA0622_MAGNETIC: N = NO MAGNETIC MATERIAL
 QA0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0622
 QA0622  HISTORY     - Date     Condition        Report By
 QA0622  HISTORY     - 1934     MONUMENTED       CGS
 QA0622  HISTORY     - 19770914 GOOD             NGS
 QA0622
 QA0622                          STATION DESCRIPTION
 QA0622
 QA0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (ACT)
 QA0622'17.5 MI SOUTHEAST ALONG NEW US HIGHWAY 93 FROM VALLEY CREEK RANGER
 QA0622'STATION AT STANLEY, CUSTER COUNTY, 0.3 MI SOUTH OF THE DIRT ROAD
 QA0622'LEADING EAST TO THE POST OFFICE AT OBSIDIAN, AT A STEEL BRIDGE OVER
 QA0622'SALMON RIVER, IN THE TOP OF THE SOUTH CONCRETE ABUTMENT, AND 12 FT
 QA0622'WEST OF THE CENTERLINE OF THE HIGHWAY.
 QA0622
 QA0622                          STATION RECOVERY (1977)
 QA0622
 QA0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QA0622'RECOVERED IN GOOD CONDITION.  ALSO SEE F 40 RESET (1977).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA2861 ***********************************************************************
 AA2861  DESIGNATION -  F 40 RESET
 AA2861  PID         -  AA2861
 AA2861  STATE/COUNTY-  ID/CUSTER
 AA2861  USGS QUAD   -  OBSIDIAN (1963)
 AA2861
 AA2861                         *CURRENT SURVEY CONTROL
 AA2861  ___________________________________________________________________
 AA2861* NAD 83(1986)-  44 00 02.     (N)    114 49 59.     (W)     SCALED    
 AA2861* NAVD 88     -      2082.11   (+/-2cm)    6831.1    (feet)  VERTCON   
 AA2861  ___________________________________________________________________
 AA2861  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 AA2861
 AA2861  VERT ORDER  -  THIRD (See Below)
 AA2861
 AA2861.The horizontal coordinates were scaled from a topographic map and have
 AA2861.an estimated accuracy of +/- 6 seconds.
 AA2861
 AA2861.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2861.The vertical order pertains to the NGVD 29 superseded value.
 AA2861
 AA2861.The geoid height was determined by GEOID03.
 AA2861
 AA2861;                    North         East    Units  Estimated Accuracy
 AA2861;SPC ID C     -   259,590.      433,190.      MT  (+/- 180 meters Scaled)
 AA2861
 AA2861                          SUPERSEDED SURVEY CONTROL
 AA2861
 AA2861  NGVD 29 (03/27/06) 2080.71   (m)         6826.5    (f) RESET       3  
 AA2861
 AA2861.Superseded values are not recommended for survey control.
 AA2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2861.See file dsdata.txt to determine how the superseded data were derived.
 AA2861
 AA2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ737742(NAD 83)
 AA2861_MARKER: DV = VERTICAL CONTROL DISK
 AA2861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2861_STAMPING: F 40 RESET 1977
 AA2861_MARK LOGO: NGS   
 AA2861_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2861+STABILITY: SURFACE MOTION
 AA2861
 AA2861  HISTORY     - Date     Condition        Report By
 AA2861  HISTORY     - 1977     MONUMENTED       NGS
 AA2861
 AA2861                          STATION DESCRIPTION
 AA2861
 AA2861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AA2861'FROM THE JUNCTION OF STATE HIGHWAY 21 AND US HIGHWAY 93 AT THE EAST
 AA2861'EDGE OF STANLEY, GO SOUTH ON US HIGHWAY 93 FOR 16.6 MILES (26.7 KM) TO
 AA2861'MILEPOST 173, CONTINUE SOUTH ON THE HIGHWAY FOR 0.4 MILE (0.6 KM) TO
 AA2861'THE SOUTH END OF THE BRIDGE OVER THE SALMON RIVER, AND THE BENCH MARK
 AA2861'ON THE RIGHT, 200 FEET (61.0 M) SOUTHWEST OF THE SOUTH END OF THE
 AA2861'BRIDGE OVER THE SALMON RIVER, 100 FEET (30.5 M) WEST OF THE CENTER OF
 AA2861'US HIGHWAY 93, 62 FEET (18.9 M) WEST OF A T FENCE CORNER AND 1 FOOT
 AA2861'(0.3 M) NORTH OF AN EAST-WEST FENCE LINE, PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1482 ***********************************************************************
 RZ1482  DESIGNATION -  F 402
 RZ1482  PID         -  RZ1482
 RZ1482  STATE/COUNTY-  ID/NEZ PERCE
 RZ1482  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ1482
 RZ1482                         *CURRENT SURVEY CONTROL
 RZ1482  ___________________________________________________________________
 RZ1482* NAD 83(1986)-  46 23 15.     (N)    116 59 12.     (W)     SCALED    
 RZ1482* NAVD 88     -       424.665  (meters)    1393.26   (feet)  ADJUSTED  
 RZ1482  ___________________________________________________________________
 RZ1482  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 RZ1482  DYNAMIC HT  -         424.664 (meters)    1393.25  (feet)  COMP
 RZ1482  MODELED GRAV-     980,600.0   (mgal)                       NAVD 88
 RZ1482
 RZ1482  VERT ORDER  -  FIRST     CLASS II
 RZ1482
 RZ1482.The horizontal coordinates were scaled from a topographic map and have
 RZ1482.an estimated accuracy of +/- 6 seconds.
 RZ1482
 RZ1482.The orthometric height was determined by differential leveling
 RZ1482.and adjusted by the National Geodetic Survey in June 1991..
 RZ1482
 RZ1482.The geoid height was determined by GEOID03.
 RZ1482
 RZ1482.The dynamic height is computed by dividing the NAVD 88
 RZ1482.geopotential number by the normal gravity value computed on the
 RZ1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1482.degrees latitude (g = 980.6199 gals.).
 RZ1482
 RZ1482.The modeled gravity was interpolated from observed gravity values.
 RZ1482
 RZ1482;                    North         East    Units  Estimated Accuracy
 RZ1482;SPC ID W     -   525,250.      704,880.      MT  (+/- 180 meters Scaled)
 RZ1482
 RZ1482                          SUPERSEDED SURVEY CONTROL
 RZ1482
 RZ1482.No superseded survey control is available for this station.
 RZ1482
 RZ1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM010371(NAD 83)
 RZ1482_MARKER: I = METAL ROD
 RZ1482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1482_SP_SET: STAINLESS STEEL ROD
 RZ1482_STAMPING: F 402 1982
 RZ1482_MARK LOGO: NGS   
 RZ1482_PROJECTION: FLUSH
 RZ1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1482_ROD/PIPE-DEPTH: 3.2  meters
 RZ1482
 RZ1482  HISTORY     - Date     Condition        Report By
 RZ1482  HISTORY     - 1982     MONUMENTED       NGS
 RZ1482
 RZ1482                          STATION DESCRIPTION
 RZ1482
 RZ1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1482'4.5 KM (2.8 MI) SE FROM LEWISTON.
 RZ1482'1.15 KM (0.7 MI) EAST ALONG MAIN STREET FROM THE COURTHOUSE IN
 RZ1482'LEWISTON, THENCE 3.4 KM (2.15 MI) SOUTHEAST ALONG COUNTY ROAD P2, AT
 RZ1482'THE INTERSECTION OF 9TH AVENUE, PRESTON AVENUE AND COUNTY ROAD P2,
 RZ1482'1.1 METERS (3.5 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE
 RZ1482'PLANTER RETAINING WALL AT THE NORTH ENTRANCE TO THE CHURCH OF JESUS
 RZ1482'CHRIST OF LATTER DAY SAINTS, 44.8 METERS (147 FT) WEST OF THE WEST
 RZ1482'CURB OF 9TH AVENUE, 20.9 METERS (68.5 FT) SOUTH OF THE SOUTH CURB OF
 RZ1482'PRESTON AVENUE, 0.45 METER (1.5 FT) NORTH OF THE EAST-WEST RETAINING
 RZ1482'WALL.
 RZ1482'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1503 ***********************************************************************
 RZ1503  DESIGNATION -  F 403
 RZ1503  PID         -  RZ1503
 RZ1503  STATE/COUNTY-  ID/NEZ PERCE
 RZ1503  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ1503
 RZ1503                         *CURRENT SURVEY CONTROL
 RZ1503  ___________________________________________________________________
 RZ1503* NAD 83(1986)-  46 22 21.     (N)    116 39 52.     (W)     SCALED    
 RZ1503* NAVD 88     -       526.649  (meters)    1727.85   (feet)  ADJUSTED  
 RZ1503  ___________________________________________________________________
 RZ1503  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 RZ1503  DYNAMIC HT  -         526.612 (meters)    1727.73  (feet)  COMP
 RZ1503  MODELED GRAV-     980,528.1   (mgal)                       NAVD 88
 RZ1503
 RZ1503  VERT ORDER  -  FIRST     CLASS II
 RZ1503
 RZ1503.The horizontal coordinates were scaled from a topographic map and have
 RZ1503.an estimated accuracy of +/- 6 seconds.
 RZ1503
 RZ1503.The orthometric height was determined by differential leveling
 RZ1503.and adjusted by the National Geodetic Survey in June 1991..
 RZ1503
 RZ1503.The geoid height was determined by GEOID03.
 RZ1503
 RZ1503.The dynamic height is computed by dividing the NAVD 88
 RZ1503.geopotential number by the normal gravity value computed on the
 RZ1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1503.degrees latitude (g = 980.6199 gals.).
 RZ1503
 RZ1503.The modeled gravity was interpolated from observed gravity values.
 RZ1503
 RZ1503;                    North         East    Units  Estimated Accuracy
 RZ1503;SPC ID W     -   523,250.      729,650.      MT  (+/- 180 meters Scaled)
 RZ1503
 RZ1503                          SUPERSEDED SURVEY CONTROL
 RZ1503
 RZ1503.No superseded survey control is available for this station.
 RZ1503
 RZ1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM258354(NAD 83)
 RZ1503_MARKER: I = METAL ROD
 RZ1503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1503_SP_SET: STAINLESS STEEL ROD
 RZ1503_STAMPING: F 403 1982
 RZ1503_MARK LOGO: NGS   
 RZ1503_PROJECTION: FLUSH
 RZ1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1503_ROD/PIPE-DEPTH: 3.3  meters
 RZ1503
 RZ1503  HISTORY     - Date     Condition        Report By
 RZ1503  HISTORY     - 1982     MONUMENTED       NGS
 RZ1503
 RZ1503                          STATION DESCRIPTION
 RZ1503
 RZ1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1503'0.9 KM (0.5 MI) SE FROM CULDESAC.
 RZ1503'0.9 KM (0.55 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF
 RZ1503'THE NORTH-SOUTH HIGHWAY IN CULDESAC, 0.36 KM (0.23 MI) WEST OF
 RZ1503'MILEPOST 290, 1.8 METERS (6 FT) WEST OF TELEPHONE POLE 5, IN THE
 RZ1503'NORTHEAST CORNER OF THE Y-JUNCTION OF A PAVED ROAD LEADING WEST INTO
 RZ1503'CULDESAC, 21.0 METERS (69 FT) NORTH OF THE HIGHWAY CENTERLINE, 30.2
 RZ1503'METERS (99 FT) NORTHEAST OF THE PAVED ROAD CENTER, 18.9 METERS (62 FT)
 RZ1503'SOUTH OF AND 5.5 METERS (18 FT) ABOVE THE SOUTH RAIL, 2.4 METERS (8
 RZ1503'FT) SOUTH OF THE TOP EDGE OF THE SOUTH CUT BANK FOR THE RAILROAD.
 RZ1503'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 RZ1503'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1532 ***********************************************************************
 RZ1532  DESIGNATION -  F 404
 RZ1532  PID         -  RZ1532
 RZ1532  STATE/COUNTY-  ID/IDAHO
 RZ1532  USGS QUAD   -  COTTONWOOD NE (1967)
 RZ1532
 RZ1532                         *CURRENT SURVEY CONTROL
 RZ1532  ___________________________________________________________________
 RZ1532* NAD 83(1986)-  46 07 54.     (N)    116 21 47.     (W)     SCALED    
 RZ1532* NAVD 88     -      1066.986  (meters)    3500.60   (feet)  ADJUSTED  
 RZ1532  ___________________________________________________________________
 RZ1532  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 RZ1532  DYNAMIC HT  -        1066.784 (meters)    3499.94  (feet)  COMP
 RZ1532  MODELED GRAV-     980,388.9   (mgal)                       NAVD 88
 RZ1532
 RZ1532  VERT ORDER  -  FIRST     CLASS II
 RZ1532
 RZ1532.The horizontal coordinates were scaled from a topographic map and have
 RZ1532.an estimated accuracy of +/- 6 seconds.
 RZ1532
 RZ1532.The orthometric height was determined by differential leveling
 RZ1532.and adjusted by the National Geodetic Survey in June 1991..
 RZ1532
 RZ1532.The geoid height was determined by GEOID03.
 RZ1532
 RZ1532.The dynamic height is computed by dividing the NAVD 88
 RZ1532.geopotential number by the normal gravity value computed on the
 RZ1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1532.degrees latitude (g = 980.6199 gals.).
 RZ1532
 RZ1532.The modeled gravity was interpolated from observed gravity values.
 RZ1532
 RZ1532;                    North         East    Units  Estimated Accuracy
 RZ1532;SPC ID W     -   496,260.      752,630.      MT  (+/- 180 meters Scaled)
 RZ1532
 RZ1532                          SUPERSEDED SURVEY CONTROL
 RZ1532
 RZ1532.No superseded survey control is available for this station.
 RZ1532
 RZ1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM492088(NAD 83)
 RZ1532_MARKER: I = METAL ROD
 RZ1532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1532_SP_SET: STAINLESS STEEL ROD
 RZ1532_STAMPING: F 404 1982
 RZ1532_MARK LOGO: NGS   
 RZ1532_PROJECTION: FLUSH
 RZ1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1532_ROD/PIPE-DEPTH: 3.3  meters
 RZ1532
 RZ1532  HISTORY     - Date     Condition        Report By
 RZ1532  HISTORY     - 1982     MONUMENTED       NGS
 RZ1532
 RZ1532                          STATION DESCRIPTION
 RZ1532
 RZ1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1532'2.8 KM (1.7 MI) SE FROM FERDINAND.
 RZ1532'2.8 KM (1.75 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE CAMAS PRAIRIE
 RZ1532'RAILROAD OVERPASS IN FERDINAND, IN THE SOUTH CORNER OF THE T-JUNCTION
 RZ1532'OF A PRIVATE GRAVEL ROAD LEADING SOUTHWEST TO A FARM HOUSE, 0.45 KM
 RZ1532'(0.3 MI) SOUTHWEST OF MILEPOST 261, 0.4 KM (0.25 MI) NORTHWEST OF THE
 RZ1532'INTERSECTION OF AN EAST-WEST GRAVEL ROAD, 30.2 METERS (99 FT)
 RZ1532'SOUTHWEST OF THE HIGHWAY CENTERLINE, 22.1 METERS (72.5 FT) SOUTHEAST
 RZ1532'ACROSS THE ROAD FROM A POWER POLE, 6.7 METERS (22 FT) SOUTHEAST OF THE
 RZ1532'ROAD CENTER, 2.3 METERS (7.5 FT) SOUTHEAST OF THE SOUTHEAST ANGLE IRON
 RZ1532'GATE POST, 0.35 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 RZ1532'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 RZ1532'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1014 ***********************************************************************
 RA1014  DESIGNATION -  F 405
 RA1014  PID         -  RA1014
 RA1014  STATE/COUNTY-  ID/IDAHO
 RA1014  USGS QUAD   -  WHITE BIRD HILL (1995)
 RA1014
 RA1014                         *CURRENT SURVEY CONTROL
 RA1014  ___________________________________________________________________
 RA1014* NAD 83(1986)-  45 52 07.     (N)    116 14 10.     (W)     SCALED    
 RA1014* NAVD 88     -      1145.574  (meters)    3758.44   (feet)  ADJUSTED  
 RA1014  ___________________________________________________________________
 RA1014  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 RA1014  DYNAMIC HT  -        1145.308 (meters)    3757.56  (feet)  COMP
 RA1014  MODELED GRAV-     980,344.0   (mgal)                       NAVD 88
 RA1014
 RA1014  VERT ORDER  -  FIRST     CLASS II
 RA1014
 RA1014.The horizontal coordinates were scaled from a topographic map and have
 RA1014.an estimated accuracy of +/- 6 seconds.
 RA1014
 RA1014.The orthometric height was determined by differential leveling
 RA1014.and adjusted by the National Geodetic Survey in June 1991..
 RA1014
 RA1014.The geoid height was determined by GEOID03.
 RA1014
 RA1014.The dynamic height is computed by dividing the NAVD 88
 RA1014.geopotential number by the normal gravity value computed on the
 RA1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1014.degrees latitude (g = 980.6199 gals.).
 RA1014
 RA1014.The modeled gravity was interpolated from observed gravity values.
 RA1014
 RA1014;                    North         East    Units  Estimated Accuracy
 RA1014;SPC ID W     -   466,950.      762,260.      MT  (+/- 180 meters Scaled)
 RA1014
 RA1014                          SUPERSEDED SURVEY CONTROL
 RA1014
 RA1014.No superseded survey control is available for this station.
 RA1014
 RA1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL592797(NAD 83)
 RA1014_MARKER: I = METAL ROD
 RA1014_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RA1014_SP_SET: STAINLESS STEEL ROD
 RA1014_STAMPING: F 405 1982
 RA1014_MARK LOGO: NGS   
 RA1014_PROJECTION: FLUSH
 RA1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA1014_ROD/PIPE-DEPTH: 2.1  meters
 RA1014
 RA1014  HISTORY     - Date     Condition        Report By
 RA1014  HISTORY     - 1982     MONUMENTED       NGS
 RA1014
 RA1014                          STATION DESCRIPTION
 RA1014
 RA1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1014'10.0 KM (6.3 MI) SW FROM GRANGEVILLE.
 RA1014'10.05 KM (6.3 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE T-JUNCTION OF
 RA1014'STATE HIGHWAY 13 IN GRANGEVILLE, AT A TRACK ROAD LEADING EAST UP
 RA1014'HARRISON JOHNSON DRAW, 2.8 KM (1.75 MI) NORTH OF THE SUMMIT OF WHITE
 RA1014'BIRD HILL PASS, 84.7 METERS (278 FT) SOUTH OF MILEPOST 233, 23.1
 RA1014'METERS (76 FT) EAST OF THE HIGHWAY CENTERLINE, 7.4 METERS (24.5 FT)
 RA1014'WEST OF THE NORTH IRON GATE POST FOR A WIRE GATE, 7.0 METERS (23 FT)
 RA1014'WEST OF THE RIGHT OF WAY FENCE, 4.5 METERS (15 FT) NORTH OF THE ROAD
 RA1014'CENTER.
 RA1014'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 RA1014'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1040 ***********************************************************************
 RA1040  DESIGNATION -  F 406
 RA1040  PID         -  RA1040
 RA1040  STATE/COUNTY-  ID/IDAHO
 RA1040  USGS QUAD   -  RIGGINS (1964)
 RA1040
 RA1040                         *CURRENT SURVEY CONTROL
 RA1040  ___________________________________________________________________
 RA1040* NAD 83(1986)-  45 25 23.     (N)    116 18 52.     (W)     SCALED    
 RA1040* NAVD 88     -       551.908  (meters)    1810.72   (feet)  ADJUSTED  
 RA1040  ___________________________________________________________________
 RA1040  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 RA1040  DYNAMIC HT  -         551.789 (meters)    1810.33  (feet)  COMP
 RA1040  MODELED GRAV-     980,385.6   (mgal)                       NAVD 88
 RA1040
 RA1040  VERT ORDER  -  FIRST     CLASS II
 RA1040
 RA1040.The horizontal coordinates were scaled from a topographic map and have
 RA1040.an estimated accuracy of +/- 6 seconds.
 RA1040
 RA1040.The orthometric height was determined by differential leveling
 RA1040.and adjusted by the National Geodetic Survey in June 1991..
 RA1040
 RA1040.The geoid height was determined by GEOID03.
 RA1040
 RA1040.The dynamic height is computed by dividing the NAVD 88
 RA1040.geopotential number by the normal gravity value computed on the
 RA1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1040.degrees latitude (g = 980.6199 gals.).
 RA1040
 RA1040.The modeled gravity was interpolated from observed gravity values.
 RA1040
 RA1040;                    North         East    Units  Estimated Accuracy
 RA1040;SPC ID W     -   417,480.      755,830.      MT  (+/- 180 meters Scaled)
 RA1040
 RA1040                          SUPERSEDED SURVEY CONTROL
 RA1040
 RA1040.No superseded survey control is available for this station.
 RA1040
 RA1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL536301(NAD 83)
 RA1040_MARKER: DB = BENCH MARK DISK
 RA1040_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RA1040_SP_SET: BUILDING
 RA1040_STAMPING: F 406 1982
 RA1040_MARK LOGO: NGS   
 RA1040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1040+STABILITY: POSITION/ELEVATION WELL
 RA1040
 RA1040  HISTORY     - Date     Condition        Report By
 RA1040  HISTORY     - 1982     MONUMENTED       NGS
 RA1040
 RA1040                          STATION DESCRIPTION
 RA1040
 RA1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1040'IN RIGGINS.
 RA1040'IN RIGGINS, VERTICALLY IN THE NORTHEAST FACE AT THE EAST CORNER OF THE
 RA1040'TWO-STORY ELEMENTARY SCHOOL, 0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST
 RA1040'196, 0.35 KM (0.2 MI) NORTHEAST OF THE RIGGINS POST OFFICE, 26.5
 RA1040'METERS (87 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 4.5 METERS (15 FT)
 RA1040'NORTHEAST OF THE NORTHEAST EDGE OF THE NORTH ENTRANCE, 1.3 METERS (4.5
 RA1040'FT) ABOVE THE GROUND.
 RA1040'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1075 ***********************************************************************
 QB1075  DESIGNATION -  F 407
 QB1075  PID         -  QB1075
 QB1075  STATE/COUNTY-  ID/ADAMS
 QB1075  USGS QUAD   -  NEW MEADOWS (1986)
 QB1075
 QB1075                         *CURRENT SURVEY CONTROL
 QB1075  ___________________________________________________________________
 QB1075* NAD 83(1986)-  44 58 56.     (N)    116 19 01.     (W)     SCALED    
 QB1075* NAVD 88     -      1217.886  (meters)    3995.68   (feet)  ADJUSTED  
 QB1075  ___________________________________________________________________
 QB1075  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 QB1075  DYNAMIC HT  -        1217.450 (meters)    3994.25  (feet)  COMP
 QB1075  MODELED GRAV-     980,217.5   (mgal)                       NAVD 88
 QB1075
 QB1075  VERT ORDER  -  FIRST     CLASS II
 QB1075
 QB1075.The horizontal coordinates were scaled from a topographic map and have
 QB1075.an estimated accuracy of +/- 6 seconds.
 QB1075
 QB1075.The orthometric height was determined by differential leveling
 QB1075.and adjusted by the National Geodetic Survey in June 1991..
 QB1075
 QB1075.The geoid height was determined by GEOID03.
 QB1075
 QB1075.The dynamic height is computed by dividing the NAVD 88
 QB1075.geopotential number by the normal gravity value computed on the
 QB1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1075.degrees latitude (g = 980.6199 gals.).
 QB1075
 QB1075.The modeled gravity was interpolated from observed gravity values.
 QB1075
 QB1075;                    North         East    Units  Estimated Accuracy
 QB1075;SPC ID W     -   368,490.      755,290.      MT  (+/- 180 meters Scaled)
 QB1075
 QB1075                          SUPERSEDED SURVEY CONTROL
 QB1075
 QB1075.No superseded survey control is available for this station.
 QB1075
 QB1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK538812(NAD 83)
 QB1075_MARKER: I = METAL ROD
 QB1075_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1075_SP_SET: STAINLESS STEEL ROD
 QB1075_STAMPING: F 407 1983
 QB1075_MARK LOGO: NGS   
 QB1075_PROJECTION: FLUSH
 QB1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1075_ROD/PIPE-DEPTH: 2.1  meters
 QB1075
 QB1075  HISTORY     - Date     Condition        Report By
 QB1075  HISTORY     - 1983     MONUMENTED       NGS
 QB1075
 QB1075                          STATION DESCRIPTION
 QB1075
 QB1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1075'3.0 KM (1.9 MI) WEST FROM NEW MEADOWS.
 QB1075'3.05 KM (1.9 MI) WEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 QB1075'HIGHWAY 55 IN NEW MEADOWS, 56.1 METERS (184 FT) EAST ACROSS THE
 QB1075'HIGHWAY FROM MILEPOST 159, 15.7 METERS (51.5 FT) NORTHEAST OF THE
 QB1075'HIGHWAY CENTERLINE, 41.4 METERS (136 FT) NORTHWEST OF THE NORTHWEST
 QB1075'POST OF A WIRE GATE ACROSS A TRACK ROAD LEADING EAST, 2.7 METERS
 QB1075'(9 FT) SOUTHEAST OF POWER POLE 839, 0.9 METER (3 FT) SOUTHWEST OF A
 QB1075'FENCE, THE ROD WAS DRIVEN TO REFUSAL.
 QB1075'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 QB1075'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1101 ***********************************************************************
 QB1101  FBN         -  This is a Federal Base Network Control Station.
 QB1101  DESIGNATION -  F 408
 QB1101  PID         -  QB1101
 QB1101  STATE/COUNTY-  ID/ADAMS
 QB1101  USGS QUAD   -  COUNCIL (1986)
 QB1101
 QB1101                         *CURRENT SURVEY CONTROL
 QB1101  ___________________________________________________________________
 QB1101* NAD 83(1999)-  44 40 09.07716(N)    116 26 56.06679(W)     ADJUSTED  
 QB1101* NAVD 88     -       926.718  (meters)    3040.41   (feet)  ADJUSTED  
 QB1101  ___________________________________________________________________
 QB1101  X           -  -2,023,966.434 (meters)                     COMP
 QB1101  Y           -  -4,068,530.218 (meters)                     COMP
 QB1101  Z           -   4,461,918.845 (meters)                     COMP
 QB1101  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 QB1101  ELLIP HEIGHT-         911.01  (meters)          (09/01/00) GPS OBS
 QB1101  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 QB1101  DYNAMIC HT  -         926.440 (meters)    3039.50  (feet)  COMP
 QB1101  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 QB1101
 QB1101  HORZ ORDER  -  A
 QB1101  VERT ORDER  -  FIRST     CLASS II
 QB1101  ELLP ORDER  -  THIRD     CLASS I
 QB1101
 QB1101.The horizontal coordinates were established by GPS observations
 QB1101.and adjusted by the National Geodetic Survey in September 2000..
 QB1101.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QB1101.DATUM ITEM on the data sheet items page.
 QB1101
 QB1101.The orthometric height was determined by differential leveling
 QB1101.and adjusted by the National Geodetic Survey in June 1991..
 QB1101
 QB1101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QB1101
 QB1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1101
 QB1101.The ellipsoidal height was determined by GPS observations
 QB1101.and is referenced to NAD 83.
 QB1101
 QB1101.The geoid height was determined by GEOID03.
 QB1101
 QB1101.The dynamic height is computed by dividing the NAVD 88
 QB1101.geopotential number by the normal gravity value computed on the
 QB1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1101.degrees latitude (g = 980.6199 gals.).
 QB1101
 QB1101.The modeled gravity was interpolated from observed gravity values.
 QB1101
 QB1101;                    North         East     Units Scale Factor Converg.
 QB1101;SPC ID W     -   333,783.595   744,580.859   MT  0.99997109   -0 29 28.9
 QB1101;UTM  11      - 4,946,350.154   543,683.740   MT  0.99962347   +0 23 14.8
 QB1101
 QB1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1101!SPC ID W     -   0.99985718  x   0.99997109  =   0.99982827
 QB1101!UTM  11      -   0.99985718  x   0.99962347  =   0.99948070
 QB1101
 QB1101                          SUPERSEDED SURVEY CONTROL
 QB1101
 QB1101  NAD 83(1992)-  44 40 09.07612(N)    116 26 56.06525(W) AD(       ) B
 QB1101  ELLIP H (01/22/97)  911.07   (m)                       GP(       ) 4 1
 QB1101  NAVD 88 (01/29/98)  926.72   (m)         3040.4    (f) LEVELING    3  
 QB1101  NAVD 88 (01/22/97)  926.72   (m)         3040.4    (f) LEVELING    3  
 QB1101
 QB1101.Superseded values are not recommended for survey control.
 QB1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1101.See file dsdata.txt to determine how the superseded data were derived.
 QB1101
 QB1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK4368446350(NAD 83)
 QB1101_MARKER: DV = VERTICAL CONTROL DISK
 QB1101_SETTING: 66 = SET IN ROCK OUTCROP
 QB1101_SP_SET: ROCK OUTCROP
 QB1101_STAMPING: F 408 1983
 QB1101_MARK LOGO: NGS   
 QB1101_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1101+STABILITY: POSITION/ELEVATION WELL
 QB1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB1101+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 QB1101
 QB1101  HISTORY     - Date     Condition        Report By
 QB1101  HISTORY     - 1983     MONUMENTED       NGS
 QB1101  HISTORY     - 19960727 GOOD             NGS
 QB1101  HISTORY     - 19990514 GOOD             NGS
 QB1101  HISTORY     - 20041106 GOOD             DJC
 QB1101
 QB1101                          STATION DESCRIPTION
 QB1101
 QB1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1101'6.6 KM (4.1 MI) SOUTH FROM COUNCIL.
 QB1101'6.6 KM (4.1 MI) SOUTH ALONG US HIGHWAY 95 FROM THE HIGH SCHOOL IN
 QB1101'COUNCIL, IN TOP OF AND 0.3 METER (1 FT) WEST OF THE EAST END OF A 2-BY
 QB1101'3-FOOT EXPOSURE OF VOLCANIC OUTCROP AT THE CENTER OF A BEDROCK CUT,
 QB1101'0.75 KM (0.45 MI) SOUTH OF MILEPOST 132, 14.9 METERS (49 FT) WEST OF
 QB1101'THE CENTERLINE OF THE HIGHWAY, 95.1 METERS (312 FT) NORTH OF THE
 QB1101'CENTER OF A TRACK ROAD LEADING WEST, 77.1 METERS (253 FT) SOUTH OF THE
 QB1101'CENTER OF A TRACK ROAD LEADING WEST, 21.3 METERS (70 FT) EAST OF A
 QB1101'FENCE, 1.8 METERS (6 FT) ABOVE THE BASE OF THE CUT.
 QB1101'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QB1101'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 QB1101
 QB1101                          STATION RECOVERY (1996)
 QB1101
 QB1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (BEK)
 QB1101'LOCATED ABOUT 7.0 KM (4.35 MI) SOUTH OF COUNCIL ALONG THE WEST SIDE OF
 QB1101'U.S.  HIGHWAY 95 AND 0.74 KM (0.45 MI) SOUTH OF MILEPOST 132.
 QB1101'OWNERSHIP--HIGHWAY RIGHT-OF WAY.  REACHED FROM THE HIGH SCHOOL IN
 QB1101'COUNCIL, WHICH IS ON U.S.  HIGHWAY 95.  GO SOUTH ON U.S.  HIGHWAY 95
 QB1101'FOR 6.66 KM (4.15 MI) TO THE MARK ON THE RIGHT IN A ROCK CUT. LOCATED
 QB1101'14.9 M (48.9 FT) WEST OF AND 1.0 M (3.3 FT) ABOVE THE PAINTED
 QB1101'CENTERLINE OF U.S.  HIGHWAY 95, 95.1 M (312.0 FT) NORTH OF THE
 QB1101'APPROXIMATE CENTER OF A TRACK ROAD LEADING WEST, 21.3 M (69.9 FT) EAST
 QB1101'OF AND BELOW THE RIGHT-OF-WAY FENCE AND 0.3 M (1.0 FT) EAST OF A
 QB1101'FIBERGLASS WITNESS POST.  MARK IS CEMENTED INTO A DRILL HOLE IN A
 QB1101'2-BY-3-FOOT EXPOSURE OF VOLCANIC OUTCROP NEAR THE CENTER OF THE CUT.
 QB1101'DESCRIBED BY B.E.  KELLY.
 QB1101
 QB1101                          STATION RECOVERY (1999)
 QB1101
 QB1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 QB1101'RECOVERED AS DESCRIBED.  TOP OF DISK HAS BEEN SCRAPED AND WITNESS POST
 QB1101'HAS BEEN SHEARED OFF.
 QB1101
 QB1101                          STATION RECOVERY (2004)
 QB1101
 QB1101'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 QB1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0765 ***********************************************************************
 OY0765  DESIGNATION -  F 409
 OY0765  PID         -  OY0765
 OY0765  STATE/COUNTY-  ID/BINGHAM
 OY0765  USGS QUAD   -  MORELAND (1971)
 OY0765
 OY0765                         *CURRENT SURVEY CONTROL
 OY0765  ___________________________________________________________________
 OY0765* NAD 83(1986)-  43 08 59.     (N)    112 23 18.     (W)     SCALED    
 OY0765* NAVD 88     -      1367.339  (meters)    4486.01   (feet)  ADJUSTED  
 OY0765  ___________________________________________________________________
 OY0765  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 OY0765  DYNAMIC HT  -        1366.593 (meters)    4483.56  (feet)  COMP
 OY0765  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 OY0765
 OY0765  VERT ORDER  -  FIRST     CLASS II
 OY0765
 OY0765.The horizontal coordinates were scaled from a topographic map and have
 OY0765.an estimated accuracy of +/- 6 seconds.
 OY0765
 OY0765.The orthometric height was determined by differential leveling
 OY0765.and adjusted by the National Geodetic Survey in June 1991..
 OY0765
 OY0765.The geoid height was determined by GEOID03.
 OY0765
 OY0765.The dynamic height is computed by dividing the NAVD 88
 OY0765.geopotential number by the normal gravity value computed on the
 OY0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0765.degrees latitude (g = 980.6199 gals.).
 OY0765
 OY0765.The modeled gravity was interpolated from observed gravity values.
 OY0765
 OY0765;                    North         East    Units  Estimated Accuracy
 OY0765;SPC ID E     -   164,760.      181,970.      MT  (+/- 180 meters Scaled)
 OY0765
 OY0765                          SUPERSEDED SURVEY CONTROL
 OY0765
 OY0765  NGVD 29 (08/20/92) 1366.288  (m)         4482.56   (f) ADJUSTED    1 2
 OY0765
 OY0765.Superseded values are not recommended for survey control.
 OY0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0765.See file dsdata.txt to determine how the superseded data were derived.
 OY0765
 OY0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN871783(NAD 83)
 OY0765_MARKER: DB = BENCH MARK DISK
 OY0765_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OY0765_SP_SET: PIER
 OY0765_STAMPING: F 409 1983
 OY0765_MARK LOGO: NGS   
 OY0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0765+STABILITY: POSITION/ELEVATION WELL
 OY0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0765+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 OY0765
 OY0765  HISTORY     - Date     Condition        Report By
 OY0765  HISTORY     - 1983     MONUMENTED       NGS
 OY0765  HISTORY     - 20060414 GOOD             IDTD
 OY0765
 OY0765                          STATION DESCRIPTION
 OY0765
 OY0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OY0765'5.8 KM (3.6 MI) SW FROM BLACKFOOT.
 OY0765'5.8 KM (3.6 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0765'THE RAILROAD STATION IN BLACKFOOT, SET VERTICALLY IN THE NORTHEAST
 OY0765'FACE OF THE MOST NORTHEASTERLY 1 OF 4 PIERS OF THE NORTH BOUND LANES
 OY0765'OF INTERSTATE HIGHWAY 15 OVERPASS OVER THE TRACK AND U.S. HIGHWAY 91,
 OY0765'32.4 METERS (106.3 FT) NORTHWEST OF THE NEAR RAIL, AND 8.0 METERS
 OY0765'(26.2 FT) NORTHWEST OF THE CENTER OF U.S. HIGHWAY 91.
 OY0765'THE MARK IS 1.3 M ABOVE THE GROUND.
 OY0765
 OY0765                          STATION RECOVERY (2006)
 OY0765
 OY0765'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 OY0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0062 ***********************************************************************
 OZ0062  DESIGNATION -  F 41
 OZ0062  PID         -  OZ0062
 OZ0062  STATE/COUNTY-  ID/BLAINE
 OZ0062  USGS QUAD   -  GRIFFIN BUTTE (1967)
 OZ0062
 OZ0062                         *CURRENT SURVEY CONTROL
 OZ0062  ___________________________________________________________________
 OZ0062* NAD 83(1986)-  43 44 14.     (N)    114 23 07.     (W)     SCALED    
 OZ0062* NAVD 88     -      1835.576  (meters)    6022.22   (feet)  ADJUSTED  
 OZ0062  ___________________________________________________________________
 OZ0062  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 OZ0062  DYNAMIC HT  -        1834.419 (meters)    6018.42  (feet)  COMP
 OZ0062  MODELED GRAV-     979,923.7   (mgal)                       NAVD 88
 OZ0062
 OZ0062  VERT ORDER  -  SECOND    CLASS 0
 OZ0062
 OZ0062.The horizontal coordinates were scaled from a topographic map and have
 OZ0062.an estimated accuracy of +/- 6 seconds.
 OZ0062
 OZ0062.The orthometric height was determined by differential leveling
 OZ0062.and adjusted by the National Geodetic Survey in June 1991..
 OZ0062
 OZ0062.The geoid height was determined by GEOID03.
 OZ0062
 OZ0062.The dynamic height is computed by dividing the NAVD 88
 OZ0062.geopotential number by the normal gravity value computed on the
 OZ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0062.degrees latitude (g = 980.6199 gals.).
 OZ0062
 OZ0062.The modeled gravity was interpolated from observed gravity values.
 OZ0062
 OZ0062;                    North         East    Units  Estimated Accuracy
 OZ0062;SPC ID C     -   230,070.      468,960.      MT  (+/- 180 meters Scaled)
 OZ0062
 OZ0062                          SUPERSEDED SURVEY CONTROL
 OZ0062
 OZ0062  NGVD 29 (??/??/92) 1834.298  (m)         6018.03   (f) ADJ UNCH    2 0
 OZ0062
 OZ0062.Superseded values are not recommended for survey control.
 OZ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0062.See file dsdata.txt to determine how the superseded data were derived.
 OZ0062
 OZ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ105460(NAD 83)
 OZ0062_MARKER: DB = BENCH MARK DISK
 OZ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0062_STAMPING: F 41 1934
 OZ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0062+STABILITY: SURFACE MOTION
 OZ0062
 OZ0062  HISTORY     - Date     Condition        Report By
 OZ0062  HISTORY     - 1934     MONUMENTED       CGS
 OZ0062  HISTORY     - 1967     MARK NOT FOUND   USGS
 OZ0062  HISTORY     - 20060913 MARK NOT FOUND   USGS
 OZ0062
 OZ0062                          STATION DESCRIPTION
 OZ0062
 OZ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OZ0062'3.8 MI NW FROM KETCHUM.
 OZ0062'3.8 MILES NORTHWEST ALONG NEW U. S. HIGHWAY 93 FROM THE OREGON SHORT
 OZ0062'LINE RAILRAOD STATION AT KETCHUM, BLAINE COUNTY, 0.5 MILE NORTH OF A
 OZ0062'SAWTOOTH NATIONAL FOREST BOUNDARY SIGN, 0.2 MILE SOUTH OF THE
 OZ0062'GLASSFORD PEAK SIGN, 0.1 MILE NORTH OF THE SIDE OF A HILL, AT THE
 OZ0062'NORTHWEST END OF A CAMPING GROUND, 125 FEET WEST OF THE SOUTH CORNER
 OZ0062'OF A FENCE, 90 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 OZ0062'SET IN THE TOP OF A CONCRETE POST.
 OZ0062
 OZ0062                          STATION RECOVERY (1967)
 OZ0062
 OZ0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OZ0062'MARK NOT FOUND.
 OZ0062
 OZ0062                          STATION RECOVERY (2006)
 OZ0062
 OZ0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0748 ***********************************************************************
 PY0748  DESIGNATION -  F 410
 PY0748  PID         -  PY0748
 PY0748  STATE/COUNTY-  ID/FREMONT
 PY0748  USGS QUAD   -  LOOKOUT BUTTE (1965)
 PY0748
 PY0748                         *CURRENT SURVEY CONTROL
 PY0748  ___________________________________________________________________
 PY0748* NAD 83(1986)-  44 09 30.     (N)    111 25 31.     (W)     SCALED    
 PY0748* NAVD 88     -      1841.966  (meters)    6043.18   (feet)  ADJUSTED  
 PY0748  ___________________________________________________________________
 PY0748  GEOID HEIGHT-         -10.18  (meters)                     GEOID03
 PY0748  DYNAMIC HT  -        1840.932 (meters)    6039.79  (feet)  COMP
 PY0748  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 PY0748
 PY0748  VERT ORDER  -  FIRST     CLASS II
 PY0748
 PY0748.The horizontal coordinates were scaled from a topographic map and have
 PY0748.an estimated accuracy of +/- 6 seconds.
 PY0748
 PY0748.The orthometric height was determined by differential leveling
 PY0748.and adjusted by the National Geodetic Survey in June 1991..
 PY0748
 PY0748.The geoid height was determined by GEOID03.
 PY0748
 PY0748.The dynamic height is computed by dividing the NAVD 88
 PY0748.geopotential number by the normal gravity value computed on the
 PY0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0748.degrees latitude (g = 980.6199 gals.).
 PY0748
 PY0748.The modeled gravity was interpolated from observed gravity values.
 PY0748
 PY0748;                    North         East    Units  Estimated Accuracy
 PY0748;SPC ID E     -   277,060.      259,300.      MT  (+/- 180 meters Scaled)
 PY0748
 PY0748                          SUPERSEDED SURVEY CONTROL
 PY0748
 PY0748  NGVD 29 (08/20/92) 1840.813  (m)         6039.40   (f) ADJUSTED    1 2
 PY0748
 PY0748.Superseded values are not recommended for survey control.
 PY0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0748.See file dsdata.txt to determine how the superseded data were derived.
 PY0748
 PY0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP659895(NAD 83)
 PY0748_MARKER: DB = BENCH MARK DISK
 PY0748_SETTING: 66 = SET IN ROCK OUTCROP
 PY0748_SP_SET: ROCK OUTCROP
 PY0748_STAMPING: F 410 1983
 PY0748_MARK LOGO: NGS   
 PY0748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0748+STABILITY: POSITION/ELEVATION WELL
 PY0748
 PY0748  HISTORY     - Date     Condition        Report By
 PY0748  HISTORY     - 1983     MONUMENTED       NGS
 PY0748
 PY0748                          STATION DESCRIPTION
 PY0748
 PY0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0748'10.6 KM (6.6 MI) NE FROM ASHTON.
 PY0748'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 47 FROM TH UNION PACIFIC
 PY0748'RAILROAD STATION IN ASHTON. THENCE 10.2 KM (6.35 MI) NORTHEASTERLY
 PY0748'ALONG U.S. HIGHWAY 20, IN THE CENTER OF A 10 BY 21 FT EXPOSED AREA OF
 PY0748'BEDROCK IN A HIGHWAY CUT, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 367, 7.1
 PY0748'METERS (23.3 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 PY0748'THE HIGHWAY, 38.8 METERS (127.3 FT) NORTH OF THE CENTER OF A TRACK
 PY0748'ROAD LEADING NORTHEAST, AND 30.0 METERS (98.4 FT) NORTH OF THE SOUTH
 PY0748'END OF THE HIGHWAY CUT.
 PY0748'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PY0748'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0721 ***********************************************************************
 PY0721  DESIGNATION -  F 411
 PY0721  PID         -  PY0721
 PY0721  STATE/COUNTY-  ID/FREMONT
 PY0721  USGS QUAD   -  BIG SPRINGS (1964)
 PY0721
 PY0721                         *CURRENT SURVEY CONTROL
 PY0721  ___________________________________________________________________
 PY0721* NAD 83(1986)-  44 33 10.     (N)    111 20 02.     (W)     SCALED    
 PY0721* NAVD 88     -      1959.523  (meters)    6428.87   (feet)  ADJUSTED  
 PY0721  ___________________________________________________________________
 PY0721  GEOID HEIGHT-          -9.09  (meters)                     GEOID03
 PY0721  DYNAMIC HT  -        1958.441 (meters)    6425.32  (feet)  COMP
 PY0721  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 PY0721
 PY0721  VERT ORDER  -  FIRST     CLASS II
 PY0721
 PY0721.The horizontal coordinates were scaled from a topographic map and have
 PY0721.an estimated accuracy of +/- 6 seconds.
 PY0721
 PY0721.The orthometric height was determined by differential leveling
 PY0721.and adjusted by the National Geodetic Survey in June 1991..
 PY0721
 PY0721.The geoid height was determined by GEOID03.
 PY0721
 PY0721.The dynamic height is computed by dividing the NAVD 88
 PY0721.geopotential number by the normal gravity value computed on the
 PY0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0721.degrees latitude (g = 980.6199 gals.).
 PY0721
 PY0721.The modeled gravity was interpolated from observed gravity values.
 PY0721
 PY0721;                    North         East    Units  Estimated Accuracy
 PY0721;SPC ID E     -   320,950.      266,170.      MT  (+/- 180 meters Scaled)
 PY0721
 PY0721                          SUPERSEDED SURVEY CONTROL
 PY0721
 PY0721  NGVD 29 (08/20/92) 1958.318  (m)         6424.91   (f) ADJUSTED    1 2
 PY0721
 PY0721.Superseded values are not recommended for survey control.
 PY0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0721.See file dsdata.txt to determine how the superseded data were derived.
 PY0721
 PY0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ734333(NAD 83)
 PY0721_MARKER: I = METAL ROD
 PY0721_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0721_SP_SET: STAINLESS STEEL ROD
 PY0721_STAMPING: F 411 1983
 PY0721_MARK LOGO: NGS   
 PY0721_PROJECTION: FLUSH
 PY0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0721_ROD/PIPE-DEPTH: 20.7 meters
 PY0721
 PY0721  HISTORY     - Date     Condition        Report By
 PY0721  HISTORY     - 1983     MONUMENTED       NGS
 PY0721
 PY0721                          STATION DESCRIPTION
 PY0721
 PY0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0721'31.2 KM (19.4 MI) SW FROM WEST YELLOWSTONE MONTANA.
 PY0721'31.2 KM (19.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 20 FROM THE MUSEUM
 PY0721'OF THE YELLOWSTONE IN WEST YELLOWSTONE, 0.8 KM (0.5 MI) NORTH OF
 PY0721'MILEPOST 396, 0.1 KM (0.05 MI) SOUTH OF A UTILITY LINE CROSSING THE
 PY0721'HIGHWAY, 30.7 METERS (100.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PY0721', AND 6.7 METERS (22.0 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE.
 PY0721'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PY0721'THE MARK IS 0.3 METERS  W FROM  WITNESS POST AND FENCE
 PY0721'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1130 ***********************************************************************
 QB1130  DESIGNATION -  F 412
 QB1130  PID         -  QB1130
 QB1130  STATE/COUNTY-  ID/WASHINGTON
 QB1130  USGS QUAD   -  WEISER SOUTH (1951)
 QB1130
 QB1130                         *CURRENT SURVEY CONTROL
 QB1130  ___________________________________________________________________
 QB1130* NAD 83(1986)-  44 09 11.     (N)    116 53 36.     (W)     SCALED    
 QB1130* NAVD 88     -       646.826  (meters)    2122.13   (feet)  ADJUSTED  
 QB1130  ___________________________________________________________________
 QB1130  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 QB1130  DYNAMIC HT  -         646.643 (meters)    2121.53  (feet)  COMP
 QB1130  MODELED GRAV-     980,314.5   (mgal)                       NAVD 88
 QB1130
 QB1130  VERT ORDER  -  FIRST     CLASS II
 QB1130
 QB1130.The horizontal coordinates were scaled from a topographic map and have
 QB1130.an estimated accuracy of +/- 6 seconds.
 QB1130
 QB1130.The orthometric height was determined by differential leveling
 QB1130.and adjusted by the National Geodetic Survey in June 1991..
 QB1130
 QB1130.The geoid height was determined by GEOID03.
 QB1130
 QB1130.The dynamic height is computed by dividing the NAVD 88
 QB1130.geopotential number by the normal gravity value computed on the
 QB1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1130.degrees latitude (g = 980.6199 gals.).
 QB1130
 QB1130.The modeled gravity was interpolated from observed gravity values.
 QB1130
 QB1130;                    North         East    Units  Estimated Accuracy
 QB1130;SPC ID W     -   276,830.      708,540.      MT  (+/- 180 meters Scaled)
 QB1130
 QB1130                          SUPERSEDED SURVEY CONTROL
 QB1130
 QB1130.No superseded survey control is available for this station.
 QB1130
 QB1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ085888(NAD 83)
 QB1130_MARKER: I = METAL ROD
 QB1130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1130_SP_SET: STAINLESS STEEL ROD
 QB1130_STAMPING: F 412 1983
 QB1130_MARK LOGO: NGS   
 QB1130_PROJECTION: FLUSH
 QB1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1130_ROD/PIPE-DEPTH: 7.3  meters
 QB1130
 QB1130  HISTORY     - Date     Condition        Report By
 QB1130  HISTORY     - 1983     MONUMENTED       NGS
 QB1130
 QB1130                          STATION DESCRIPTION
 QB1130
 QB1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1130'13.1 KM (8.2 MI) SE FROM WEISER.
 QB1130'0.15 KM (0.1 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 QB1130'WEISER, THENCE 13.0 KM (8.1 MI) SOUTHEAST ALONG US HIGHWAY 95, 9.0 KM
 QB1130'(5.6 MI) NORTHEAST OF PAYETTE, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST
 QB1130'74, ON THE NORTH CORNER OF THE T-JUNCTION OF A DIRT ROAD LEADING
 QB1130'NORTHWEST ACROSS THE UNION PACIFIC RAILROAD, 13.2 METERS (43.5 FT)
 QB1130'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 57.3 METERS (188 FT)
 QB1130'NORTHEAST OF THE WASHINGTON-PAYETTE COUNTY LINE, 32 METERS (105 FT)
 QB1130'NORTHEAST OF THE CENTER OF THE ROAD, 9.9 METERS (32.5 FT) SOUTHEAST OF
 QB1130'THE SOUTHEAST RAIL, 2.3 METERS (7.5 FT) SOUTHWEST OF THE NORTHEAST
 QB1130'POLE OF A POWER LINE CROSSING THE RAILROAD.
 QB1130'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 QB1130'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0799 ***********************************************************************
 NV0799  DESIGNATION -  F 413
 NV0799  PID         -  NV0799
 NV0799  STATE/COUNTY-  ID/ELMORE
 NV0799  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0799
 NV0799                         *CURRENT SURVEY CONTROL
 NV0799  ___________________________________________________________________
 NV0799* NAD 83(1986)-  42 59 12.     (N)    115 14 36.     (W)     SCALED    
 NV0799* NAVD 88     -       791.453  (meters)    2596.63   (feet)  ADJUSTED  
 NV0799  ___________________________________________________________________
 NV0799  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 NV0799  DYNAMIC HT  -         791.122 (meters)    2595.54  (feet)  COMP
 NV0799  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 NV0799
 NV0799  VERT ORDER  -  FIRST     CLASS II
 NV0799
 NV0799.The horizontal coordinates were scaled from a topographic map and have
 NV0799.an estimated accuracy of +/- 6 seconds.
 NV0799
 NV0799.The orthometric height was determined by differential leveling
 NV0799.and adjusted by the National Geodetic Survey in June 1991..
 NV0799
 NV0799.The geoid height was determined by GEOID03.
 NV0799
 NV0799.The dynamic height is computed by dividing the NAVD 88
 NV0799.geopotential number by the normal gravity value computed on the
 NV0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0799.degrees latitude (g = 980.6199 gals.).
 NV0799
 NV0799.The modeled gravity was interpolated from observed gravity values.
 NV0799
 NV0799;                    North         East    Units  Estimated Accuracy
 NV0799;SPC ID W     -   146,740.      841,320.      MT  (+/- 180 meters Scaled)
 NV0799
 NV0799                          SUPERSEDED SURVEY CONTROL
 NV0799
 NV0799.No superseded survey control is available for this station.
 NV0799
 NV0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH432608(NAD 83)
 NV0799_MARKER: I = METAL ROD
 NV0799_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0799_SP_SET: STAINLESS STEEL ROD
 NV0799_STAMPING: F 413 1983
 NV0799_MARK LOGO: NGS   
 NV0799_PROJECTION: FLUSH
 NV0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0799_ROD/PIPE-DEPTH: 6.1  meters
 NV0799
 NV0799  HISTORY     - Date     Condition        Report By
 NV0799  HISTORY     - 1983     MONUMENTED       NGS
 NV0799
 NV0799                          STATION DESCRIPTION
 NV0799
 NV0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0799'3.9 KM (2.4 MI) SW FROM KING HILL.
 NV0799'3.9 KM (2.45 MI) SOUTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE
 NV0799'POST OFFICE IN KING HILL, 1.1 KM (0.7 MI) SOUTHWEST OF THE CROSSING OF
 NV0799'KING HILL CREEK, 0.6 KM (0.4 MI) WEST OF THE T JUNCTION OF SUGAR BOWL
 NV0799'ROAD, 64.0 METERS (210 FT) NORTHWEST ACROSS THE HIGHWAY FROM MILEPOST
 NV0799'154, 37.5 METERS (123 FT) NORTH OF THE HIGHWAY CENTERLINE, 11.7 METERS
 NV0799'(38.5 FT) WEST OF THE EXTENDED CENTER OF A DIRT ROAD LEADING SOUTH,
 NV0799'1.3 METERS (4.5 FT) WEST OF A FENCE CORNER POST AND 0.6 METERS (2 FT)
 NV0799'SOUTH OF THE RIGHT OF WAY FENCE.
 NV0799'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 NV0799'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0824 ***********************************************************************
 NV0824  DESIGNATION -  F 414
 NV0824  PID         -  NV0824
 NV0824  STATE/COUNTY-  ID/LINCOLN
 NV0824  USGS QUAD   -  SHOSHONE (1992)
 NV0824
 NV0824                         *CURRENT SURVEY CONTROL
 NV0824  ___________________________________________________________________
 NV0824* NAD 83(1986)-  42 56 18.     (N)    114 29 58.     (W)     SCALED    
 NV0824* NAVD 88     -      1184.717  (meters)    3886.86   (feet)  ADJUSTED  
 NV0824  ___________________________________________________________________
 NV0824  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NV0824  DYNAMIC HT  -        1184.135 (meters)    3884.95  (feet)  COMP
 NV0824  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 NV0824
 NV0824  VERT ORDER  -  FIRST     CLASS II
 NV0824
 NV0824.The horizontal coordinates were scaled from a topographic map and have
 NV0824.an estimated accuracy of +/- 6 seconds.
 NV0824
 NV0824.The orthometric height was determined by differential leveling
 NV0824.and adjusted by the National Geodetic Survey in June 1991..
 NV0824
 NV0824.The geoid height was determined by GEOID03.
 NV0824
 NV0824.The dynamic height is computed by dividing the NAVD 88
 NV0824.geopotential number by the normal gravity value computed on the
 NV0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0824.degrees latitude (g = 980.6199 gals.).
 NV0824
 NV0824.The modeled gravity was interpolated from observed gravity values.
 NV0824
 NV0824;                    North         East    Units  Estimated Accuracy
 NV0824;SPC ID C     -   141,370.      459,240.      MT  (+/- 180 meters Scaled)
 NV0824
 NV0824                          SUPERSEDED SURVEY CONTROL
 NV0824
 NV0824.No superseded survey control is available for this station.
 NV0824
 NV0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH040570(NAD 83)
 NV0824_MARKER: DB = BENCH MARK DISK
 NV0824_SETTING: 66 = SET IN ROCK OUTCROP
 NV0824_SP_SET: ROCK OUTCROP
 NV0824_STAMPING: F 414 1983
 NV0824_MARK LOGO: NGS   
 NV0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0824+STABILITY: POSITION/ELEVATION WELL
 NV0824
 NV0824  HISTORY     - Date     Condition        Report By
 NV0824  HISTORY     - 1983     MONUMENTED       NGS
 NV0824
 NV0824                          STATION DESCRIPTION
 NV0824
 NV0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0824'8.0 KM (5.0 MI) WEST FROM SHOSHONE.
 NV0824'8.0 KM (5.0 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF U.S.
 NV0824'HIGHWAY 93 AT SHOSHONE, 51.0 METERS (167.5 FT) SOUTH OF MILEPOST 161,
 NV0824'IN TOP OF A 1 BY 2 FOOT LEDGE OF VOLCANIC ROCK PROJECTING 1-FOOT ABOVE
 NV0824'THE BASE OF A SHORT BEDROCK CUT FOR A TRACK ROAD (OLD HIGHWAY GRADE)
 NV0824'LEADING EAST-SOUTHEAST, 55.9 METERS (183.5 FT) SOUTH OF THE HIGHWAY
 NV0824'CENTERLINE, 26.8 METERS (88 FT) WEST OF THE EAST END OF THE CUT, 7.1
 NV0824'METERS (23.5 FT) SOUTH OF THE CENTER OF THE TRACK ROAD AND 5.2 METERS
 NV0824'(17 FT) NORTH OF AND 8 FEET BELOW THE RIGHT OF WAY FENCE.
 NV0824'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 NV0824'THE MARK IS 0.5 M ABOVE THE OLD ROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1133 ***********************************************************************
 OH1133  DESIGNATION -  F 415
 OH1133  PID         -  OH1133
 OH1133  STATE/COUNTY-  ID/ADA
 OH1133  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH1133
 OH1133                         *CURRENT SURVEY CONTROL
 OH1133  ___________________________________________________________________
 OH1133* NAD 83(1986)-  43 28 50.     (N)    116 06 39.     (W)     SCALED    
 OH1133* NAVD 88     -      1021.912  (meters)    3352.72   (feet)  ADJUSTED  
 OH1133  ___________________________________________________________________
 OH1133  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 OH1133  DYNAMIC HT  -        1021.479 (meters)    3351.30  (feet)  COMP
 OH1133  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 OH1133
 OH1133  VERT ORDER  -  FIRST     CLASS II
 OH1133
 OH1133.The horizontal coordinates were scaled from a topographic map and have
 OH1133.an estimated accuracy of +/- 6 seconds.
 OH1133
 OH1133.The orthometric height was determined by differential leveling
 OH1133.and adjusted by the National Geodetic Survey in June 1991..
 OH1133
 OH1133.The geoid height was determined by GEOID03.
 OH1133
 OH1133.The dynamic height is computed by dividing the NAVD 88
 OH1133.geopotential number by the normal gravity value computed on the
 OH1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1133.degrees latitude (g = 980.6199 gals.).
 OH1133
 OH1133.The modeled gravity was interpolated from observed gravity values.
 OH1133
 OH1133;                    North         East    Units  Estimated Accuracy
 OH1133;SPC ID W     -   201,550.      770,810.      MT  (+/- 180 meters Scaled)
 OH1133
 OH1133                          SUPERSEDED SURVEY CONTROL
 OH1133
 OH1133.No superseded survey control is available for this station.
 OH1133
 OH1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ719145(NAD 83)
 OH1133_MARKER: I = METAL ROD
 OH1133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1133_SP_SET: STAINLESS STEEL ROD
 OH1133_STAMPING: F 415 1983
 OH1133_MARK LOGO: NGS   
 OH1133_PROJECTION: FLUSH
 OH1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1133+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2000
 OH1133_ROD/PIPE-DEPTH: 1.2  meters
 OH1133
 OH1133  HISTORY     - Date     Condition        Report By
 OH1133  HISTORY     - 1983     MONUMENTED       NGS
 OH1133  HISTORY     - 20000921 GOOD             ORBITE
 OH1133
 OH1133                          STATION DESCRIPTION
 OH1133
 OH1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1133'16.6 KM (10.3 MI) SE FROM BOISE.
 OH1133'13.0 KM (8.1 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC
 OH1133'RAILROAD STATION AT BOISE, THENCE 3.5 KM (2.2 MI) SOUTHEAST ALONG
 OH1133'INTERSTATE 84, 0.2 KM (0.1 MI) NORTHWEST OF THE NORTHWEST END OF AN
 OH1133'EASTBOUND REST AREA EXIT RAMP, 30.2 METERS (99 FT) SOUTHWEST OF THE
 OH1133'CENTERLINE OF THE EASTBOUND LANES, 17.0 METERS (56 FT) SOUTHWEST OF
 OH1133'MILEPOST 62, 50.0 METERS (164 FT) NORTHWEST OF A BRACE POLE IN THE
 OH1133'RIGHT OF WAY FENCE, 0.9 METER (3 FT) NORTHEAST OF THE RIGHT OF WAY
 OH1133'FENCE.
 OH1133'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 OH1133'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 OH1133
 OH1133                          STATION RECOVERY (2000)
 OH1133
 OH1133'RECOVERY NOTE BY ORBITECH INC 2000 (SHG)
 OH1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1114 ***********************************************************************
 OH1114  DESIGNATION -  F 416
 OH1114  PID         -  OH1114
 OH1114  STATE/COUNTY-  ID/CANYON
 OH1114  USGS QUAD   -  NAMPA (1971)
 OH1114
 OH1114                         *CURRENT SURVEY CONTROL
 OH1114  ___________________________________________________________________
 OH1114* NAD 83(1986)-  43 35 35.     (N)    116 31 15.     (W)     SCALED    
 OH1114* NAVD 88     -       788.277  (meters)    2586.21   (feet)  ADJUSTED  
 OH1114  ___________________________________________________________________
 OH1114  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 OH1114  DYNAMIC HT  -         788.006 (meters)    2585.32  (feet)  COMP
 OH1114  MODELED GRAV-     980,250.0   (mgal)                       NAVD 88
 OH1114
 OH1114  VERT ORDER  -  FIRST     CLASS II
 OH1114
 OH1114.The horizontal coordinates were scaled from a topographic map and have
 OH1114.an estimated accuracy of +/- 6 seconds.
 OH1114
 OH1114.The orthometric height was determined by differential leveling
 OH1114.and adjusted by the National Geodetic Survey in June 1991..
 OH1114
 OH1114.The geoid height was determined by GEOID03.
 OH1114
 OH1114.The dynamic height is computed by dividing the NAVD 88
 OH1114.geopotential number by the normal gravity value computed on the
 OH1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1114.degrees latitude (g = 980.6199 gals.).
 OH1114
 OH1114.The modeled gravity was interpolated from observed gravity values.
 OH1114
 OH1114;                    North         East    Units  Estimated Accuracy
 OH1114;SPC ID W     -   214,270.      737,760.      MT  (+/- 180 meters Scaled)
 OH1114
 OH1114                          SUPERSEDED SURVEY CONTROL
 OH1114
 OH1114.No superseded survey control is available for this station.
 OH1114
 OH1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ386267(NAD 83)
 OH1114_MARKER: DB = BENCH MARK DISK
 OH1114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OH1114_SP_SET: BRIDGE
 OH1114_STAMPING: F 416 1983
 OH1114_MARK LOGO: NGS   
 OH1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1114
 OH1114  HISTORY     - Date     Condition        Report By
 OH1114  HISTORY     - 1983     MONUMENTED       NGS
 OH1114
 OH1114                          STATION DESCRIPTION
 OH1114
 OH1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1114'4.0 KM (2.5 MI) NE FROM NAMPA.
 OH1114'4.0 KM (2.5 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN
 OH1114'NAMPA, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE GUARDRAIL
 OH1114'OVER THE ABUTMENT OF A SMALL BRIDGE OVER A LATERAL, 0.25 KM (0.15 MI)
 OH1114'NORTHEAST OF MILEPOST 61, 5.0 METERS (20 FT) NORTHWEST OF THE HIGHWAY
 OH1114'CENTERLINE AND 1.3 METERS (4 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 OH1114'GUARDRAIL.
 OH1114'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1081 ***********************************************************************
 OH1081  DESIGNATION -  F 417
 OH1081  PID         -  OH1081
 OH1081  STATE/COUNTY-  ID/PAYETTE
 OH1081  USGS QUAD   -  NYSSA (1965)
 OH1081
 OH1081                         *CURRENT SURVEY CONTROL
 OH1081  ___________________________________________________________________
 OH1081* NAD 83(1986)-  43 56 19.     (N)    116 55 55.     (W)     SCALED    
 OH1081* NAVD 88     -       700.073  (meters)    2296.82   (feet)  ADJUSTED  
 OH1081  ___________________________________________________________________
 OH1081  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 OH1081  DYNAMIC HT  -         699.852 (meters)    2296.10  (feet)  COMP
 OH1081  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 OH1081
 OH1081  VERT ORDER  -  FIRST     CLASS II
 OH1081
 OH1081.The horizontal coordinates were scaled from a topographic map and have
 OH1081.an estimated accuracy of +/- 6 seconds.
 OH1081
 OH1081.The orthometric height was determined by differential leveling
 OH1081.and adjusted by the National Geodetic Survey in June 1991..
 OH1081
 OH1081.The geoid height was determined by GEOID03.
 OH1081
 OH1081.The dynamic height is computed by dividing the NAVD 88
 OH1081.geopotential number by the normal gravity value computed on the
 OH1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1081.degrees latitude (g = 980.6199 gals.).
 OH1081
 OH1081.The modeled gravity was interpolated from observed gravity values.
 OH1081
 OH1081;                    North         East    Units  Estimated Accuracy
 OH1081;SPC ID W     -   253,050.      705,110.      MT  (+/- 180 meters Scaled)
 OH1081
 OH1081                          SUPERSEDED SURVEY CONTROL
 OH1081
 OH1081.No superseded survey control is available for this station.
 OH1081
 OH1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ054650(NAD 83)
 OH1081_MARKER: I = METAL ROD
 OH1081_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1081_SP_SET: STAINLESS STEEL ROD
 OH1081_STAMPING: F 417 1983
 OH1081_MARK LOGO: NGS   
 OH1081_PROJECTION: FLUSH
 OH1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1081_ROD/PIPE-DEPTH: 3.6  meters
 OH1081
 OH1081  HISTORY     - Date     Condition        Report By
 OH1081  HISTORY     - 1983     MONUMENTED       NGS
 OH1081
 OH1081                          STATION DESCRIPTION
 OH1081
 OH1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1081'8.4 KM (5.2 MI) SOUTH FROM FRUITLAND.
 OH1081'8.4 KM (5.2 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 OH1081'FRUITLAND, IN THE NORTHWEST CORNER OF THE T-JUNCTION OF GLENWAY ROAD
 OH1081'LEADING WEST, 14.6 KM (48 FT) WEST OF THE HIGHWAY CENTERLINE, 18.2
 OH1081'METERS (60 FT) NORTH OF THE CENTER OF GLENWAY ROAD, 9.1 METERS (30 FT)
 OH1081'NORTH OF A POWER POLE, 0.9 METER (3 FT) EAST OF A FENCE AND 0.9 METER
 OH1081'(3 FT) NORTH OF A GUY WIRE BASE.
 OH1081'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 OH1081'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0891 ***********************************************************************
 NV0891  DESIGNATION -  F 418
 NV0891  PID         -  NV0891
 NV0891  STATE/COUNTY-  ID/ELMORE
 NV0891  USGS QUAD   -  BRUNEAU (1992)
 NV0891
 NV0891                         *CURRENT SURVEY CONTROL
 NV0891  ___________________________________________________________________
 NV0891* NAD 83(1986)-  42 59 18.     (N)    115 45 48.     (W)     SCALED    
 NV0891* NAVD 88     -       912.609  (meters)    2994.12   (feet)  ADJUSTED  
 NV0891  ___________________________________________________________________
 NV0891  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 NV0891  DYNAMIC HT  -         912.228 (meters)    2992.87  (feet)  COMP
 NV0891  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 NV0891
 NV0891  VERT ORDER  -  FIRST     CLASS II
 NV0891
 NV0891.The horizontal coordinates were scaled from a topographic map and have
 NV0891.an estimated accuracy of +/- 6 seconds.
 NV0891
 NV0891.The orthometric height was determined by differential leveling
 NV0891.and adjusted by the National Geodetic Survey in June 1991..
 NV0891
 NV0891.The geoid height was determined by GEOID03.
 NV0891
 NV0891.The dynamic height is computed by dividing the NAVD 88
 NV0891.geopotential number by the normal gravity value computed on the
 NV0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0891.degrees latitude (g = 980.6199 gals.).
 NV0891
 NV0891.The modeled gravity was interpolated from observed gravity values.
 NV0891
 NV0891;                    North         East    Units  Estimated Accuracy
 NV0891;SPC ID W     -   146,800.      798,910.      MT  (+/- 180 meters Scaled)
 NV0891
 NV0891                          SUPERSEDED SURVEY CONTROL
 NV0891
 NV0891.No superseded survey control is available for this station.
 NV0891
 NV0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH008602(NAD 83)
 NV0891_MARKER: DV = VERTICAL CONTROL DISK
 NV0891_SETTING: 66 = SET IN ROCK OUTCROP
 NV0891_SP_SET: ROCK OUTCROP
 NV0891_STAMPING: F 418 1983
 NV0891_MARK LOGO: NGS   
 NV0891_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0891+STABILITY: POSITION/ELEVATION WELL
 NV0891
 NV0891  HISTORY     - Date     Condition        Report By
 NV0891  HISTORY     - 1983     MONUMENTED       NGS
 NV0891  HISTORY     - 19840601 GOOD             NGS
 NV0891
 NV0891                          STATION DESCRIPTION
 NV0891
 NV0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0891'LOCATION--18.7 KM (11.6 MI) SOUTH OF MOUNTAIN HOME. 18.7 KM (11.6 MI)
 NV0891'SOUTH ALONG STATE HIGHWAY 51 FROM THE RAILROAD UNDERPASS AT MOUNTAIN
 NV0891'HOME, IN TOP OF A PORTION OF ROCK OUTCROP NEAR THE TOP OF THE GRADE,
 NV0891'7.9 M (26 FT) WEST OF THE HIGHWAY CENTERLINE.  0.6 M BELOW THE
 NV0891'HIGHWAY.  0.3 M NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0919 ***********************************************************************
 NV0919  DESIGNATION -  F 419
 NV0919  PID         -  NV0919
 NV0919  STATE/COUNTY-  ID/OWYHEE
 NV0919  USGS QUAD   -  HOLE IN ROCK (1980)
 NV0919
 NV0919                         *CURRENT SURVEY CONTROL
 NV0919  ___________________________________________________________________
 NV0919* NAD 83(1986)-  42 40 01.     (N)    115 54 25.     (W)     SCALED    
 NV0919* NAVD 88     -      1146.455  (meters)    3761.33   (feet)  ADJUSTED  
 NV0919  ___________________________________________________________________
 NV0919  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 NV0919  DYNAMIC HT  -        1145.832 (meters)    3759.28  (feet)  COMP
 NV0919  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 NV0919
 NV0919  VERT ORDER  -  FIRST     CLASS II
 NV0919
 NV0919.The horizontal coordinates were scaled from a topographic map and have
 NV0919.an estimated accuracy of +/- 6 seconds.
 NV0919
 NV0919.The orthometric height was determined by differential leveling
 NV0919.and adjusted by the National Geodetic Survey in June 1991..
 NV0919
 NV0919.The geoid height was determined by GEOID03.
 NV0919
 NV0919.The dynamic height is computed by dividing the NAVD 88
 NV0919.geopotential number by the normal gravity value computed on the
 NV0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0919.degrees latitude (g = 980.6199 gals.).
 NV0919
 NV0919.The modeled gravity was interpolated from observed gravity values.
 NV0919
 NV0919;                    North         East    Units  Estimated Accuracy
 NV0919;SPC ID W     -   111,110.      787,140.      MT  (+/- 180 meters Scaled)
 NV0919
 NV0919                          SUPERSEDED SURVEY CONTROL
 NV0919
 NV0919.No superseded survey control is available for this station.
 NV0919
 NV0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH895244(NAD 83)
 NV0919_MARKER: DV = VERTICAL CONTROL DISK
 NV0919_SETTING: 66 = SET IN ROCK OUTCROP
 NV0919_SP_SET: ROCK OUTCROP
 NV0919_STAMPING: F 419 1983
 NV0919_MARK LOGO: NGS   
 NV0919_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0919+STABILITY: POSITION/ELEVATION WELL
 NV0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0919+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 NV0919
 NV0919  HISTORY     - Date     Condition        Report By
 NV0919  HISTORY     - 1983     MONUMENTED       NGS
 NV0919  HISTORY     - 19840601 GOOD             NGS
 NV0919  HISTORY     - 20010627 GOOD             IDTD
 NV0919
 NV0919                          STATION DESCRIPTION
 NV0919
 NV0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0919'LOCATION--28.3 KM (17.6 MI) SOUTH OF BRUNEAU. 28.3 KM (17.6 MI) SOUTH
 NV0919'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0919'BRUNEAU, IN TOP OF A PORTION OF OUTCROP FLUSH WITH THE SURFACE OF THE
 NV0919'GROUND, AT THE SOUTH END OF A CUT AND BETWEEN CURVES, 0.6 KM (0.4 MI)
 NV0919'SOUTH OF MILEPOST 54, 9.1 M (30 FT) WEST OF THE HIGHWAY CENTERLINE.
 NV0919'ABOUT LEVEL WITH THE HIGHWAY.  0.3 M NORTH FROM A WITNESS POST.
 NV0919
 NV0919                          STATION RECOVERY (2001)
 NV0919
 NV0919'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (BEK)
 NV0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0945 ***********************************************************************
 NV0945  DESIGNATION -  F 420
 NV0945  PID         -  NV0945
 NV0945  STATE/COUNTY-  ID/OWYHEE
 NV0945  USGS QUAD   -  GRASMERE RESERVOIR (1979)
 NV0945
 NV0945                         *CURRENT SURVEY CONTROL
 NV0945  ___________________________________________________________________
 NV0945* NAD 83(1986)-  42 18 43.     (N)    115 55 04.     (W)     SCALED    
 NV0945* NAVD 88     -      1627.810  (meters)    5340.57   (feet)  ADJUSTED  
 NV0945  ___________________________________________________________________
 NV0945  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 NV0945  DYNAMIC HT  -        1626.702 (meters)    5336.94  (feet)  COMP
 NV0945  MODELED GRAV-     979,883.7   (mgal)                       NAVD 88
 NV0945
 NV0945  VERT ORDER  -  FIRST     CLASS II
 NV0945
 NV0945.The horizontal coordinates were scaled from a topographic map and have
 NV0945.an estimated accuracy of +/- 6 seconds.
 NV0945
 NV0945.The orthometric height was determined by differential leveling
 NV0945.and adjusted by the National Geodetic Survey in June 1991..
 NV0945
 NV0945.The geoid height was determined by GEOID03.
 NV0945
 NV0945.The dynamic height is computed by dividing the NAVD 88
 NV0945.geopotential number by the normal gravity value computed on the
 NV0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0945.degrees latitude (g = 980.6199 gals.).
 NV0945
 NV0945.The modeled gravity was interpolated from observed gravity values.
 NV0945
 NV0945;                    North         East    Units  Estimated Accuracy
 NV0945;SPC ID W     -    71,680.      786,170.      MT  (+/- 180 meters Scaled)
 NV0945
 NV0945                          SUPERSEDED SURVEY CONTROL
 NV0945
 NV0945.No superseded survey control is available for this station.
 NV0945
 NV0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG891849(NAD 83)
 NV0945_MARKER: I = METAL ROD
 NV0945_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NV0945+WITH SETTING: INFORMATION.
 NV0945_SP_SET: SHALLOW-SET METAL ROD
 NV0945_STAMPING: F 420 1983
 NV0945_MARK LOGO: NGS   
 NV0945_MAGNETIC: I = MARKER IS A STEEL ROD
 NV0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0945
 NV0945  HISTORY     - Date     Condition        Report By
 NV0945  HISTORY     - 1983     MONUMENTED       NGS
 NV0945  HISTORY     - 19840601 GOOD             NGS
 NV0945
 NV0945                          STATION DESCRIPTION
 NV0945
 NV0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0945'LOCATION--22.5 KM (14.0 MI) NORTH OF RIDDLE. 22.5 KM (14.0 MI) NORTH
 NV0945'ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE, 0.8 KM (0.5 MI) NORTH
 NV0945'OF MILEPOST 27, AT A FIELD ENTRANCE ROAD LEADING NORTHWEST, 24.4 M (80
 NV0945'FT) NORTH OF THE HIGHWAY CENTERLINE, 7.3 M (24 FT) SOUTH OF A FIELD
 NV0945'ROAD LEADING WEST AND 0.3 M (1 FT) EAST OF THE RIGHT OF WAY FENCE.  A
 NV0945'SHALLOW-SET METAL ROD SET TO THE DEPTH OF 2.4 M ENCASED IN A PIPE
 NV0945'FLUSH WITH THE GROUND.  0.3 M BELOW THE HIGHWAY.  0.4 M NORTH FROM A
 NV0945'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0855 ***********************************************************************
 NV0855  DESIGNATION -  F 422
 NV0855  PID         -  NV0855
 NV0855  STATE/COUNTY-  ID/JEROME
 NV0855  USGS QUAD   -  FALLS CITY (1992)
 NV0855
 NV0855                         *CURRENT SURVEY CONTROL
 NV0855  ___________________________________________________________________
 NV0855* NAD 83(1986)-  42 39 03.     (N)    114 26 38.     (W)     SCALED    
 NV0855* NAVD 88     -      1137.249  (meters)    3731.12   (feet)  ADJUSTED  
 NV0855  ___________________________________________________________________
 NV0855  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 NV0855  DYNAMIC HT  -        1136.651 (meters)    3729.16  (feet)  COMP
 NV0855  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 NV0855
 NV0855  VERT ORDER  -  FIRST     CLASS II
 NV0855
 NV0855.The horizontal coordinates were scaled from a topographic map and have
 NV0855.an estimated accuracy of +/- 6 seconds.
 NV0855
 NV0855.The orthometric height was determined by differential leveling
 NV0855.and adjusted by the National Geodetic Survey in June 1991..
 NV0855
 NV0855.The geoid height was determined by GEOID03.
 NV0855
 NV0855.The dynamic height is computed by dividing the NAVD 88
 NV0855.geopotential number by the normal gravity value computed on the
 NV0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0855.degrees latitude (g = 980.6199 gals.).
 NV0855
 NV0855.The modeled gravity was interpolated from observed gravity values.
 NV0855
 NV0855;                    North         East    Units  Estimated Accuracy
 NV0855;SPC ID C     -   109,410.      463,600.      MT  (+/- 180 meters Scaled)
 NV0855
 NV0855                          SUPERSEDED SURVEY CONTROL
 NV0855
 NV0855.No superseded survey control is available for this station.
 NV0855
 NV0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH095252(NAD 83)
 NV0855_MARKER: DV = VERTICAL CONTROL DISK
 NV0855_SETTING: 66 = SET IN ROCK OUTCROP
 NV0855_SP_SET: BEDROCK
 NV0855_STAMPING: F 422 1983
 NV0855_MARK LOGO: NGS   
 NV0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0855+STABILITY: POSITION/ELEVATION WELL
 NV0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0855+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 NV0855
 NV0855  HISTORY     - Date     Condition        Report By
 NV0855  HISTORY     - 1983     MONUMENTED       NGS
 NV0855  HISTORY     - 19920713 GOOD             NGS
 NV0855
 NV0855                          STATION DESCRIPTION
 NV0855
 NV0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0855'10.1 KM (6.3 MI) NORTH FROM TWIN FALLS.
 NV0855'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 NV0855'10.1 KM (6.3 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0855'STATE 74 AT TWIN FALLS, IN TOP OF THE HIGHEST POINT OF A 3 BY 19 FOOT
 NV0855'PORTION OF VOLCANIC ROCK OUTCROP PROJECTING 1 FOOT ABOVE THE SURFACE
 NV0855'OF THE GROUND, 0.95 KM (0.6 MI) NORTH OF THE WEST BOUND INTERSTATE 84
 NV0855'OVERPASS BRIDGE OVER THE HIGHWAY, 0.5 KM (0.3 MI) SOUTH OF MILEPOST
 NV0855'54, 29.7 METERS (97.5 FT) EAST OF THE HIGHWAY CENTERLINE, 102.1 METERS
 NV0855'(335 FT) NORTH OF THE CENTER OF A PRIVATE DIRT ROAD LEADING EAST TO
 NV0855'THE ELIOTT INDUSTRIAL COMPANY, 39.6 METERS (130 FT) SOUTHWEST OF A
 NV0855'POWER POLE WITH A TRANSFORMER ATTACHED, 31.2 METERS (102.5 FT) WEST OF
 NV0855'THE RIGHT OF WAY FENCE AND 1.5 METERS (5 FT) SOUTH OF THE NORTH END OF
 NV0855'THE OUTCROP.
 NV0855
 NV0855                          STATION RECOVERY (1992)
 NV0855
 NV0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0855'10.1 KM (6.25 MI) NORTHERLY ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0855'STATE HIGHWAY 74 IN TWIN FALLS, NEAR THE NORTH END OF A 3 BY 19-FOOT
 NV0855'AREA OF OUTCROPPING BEDROCK, 102.0 M (334.6 FT) NORTH OF THE PETROS
 NV0855'TRUCK STOP, 31.2 M (102.4 FT) WEST OF A FENCE, 29.7 M (97.4 FT) EAST
 NV0855'OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND 0.4 M (1.3 FT) SOUTH OF
 NV0855'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0880 ***********************************************************************
 NV0880  DESIGNATION -  F 423
 NV0880  PID         -  NV0880
 NV0880  STATE/COUNTY-  ID/TWIN FALLS
 NV0880  USGS QUAD   -  EDEN (1992)
 NV0880
 NV0880                         *CURRENT SURVEY CONTROL
 NV0880  ___________________________________________________________________
 NV0880* NAD 83(1986)-  42 31 58.     (N)    114 11 09.     (W)     SCALED    
 NV0880* NAVD 88     -      1237.186  (meters)    4059.00   (feet)  ADJUSTED  
 NV0880  ___________________________________________________________________
 NV0880  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 NV0880  DYNAMIC HT  -        1236.493 (meters)    4056.73  (feet)  COMP
 NV0880  MODELED GRAV-     980,018.6   (mgal)                       NAVD 88
 NV0880
 NV0880  VERT ORDER  -  FIRST     CLASS II
 NV0880
 NV0880.The horizontal coordinates were scaled from a topographic map and have
 NV0880.an estimated accuracy of +/- 6 seconds.
 NV0880
 NV0880.The orthometric height was determined by differential leveling
 NV0880.and adjusted by the National Geodetic Survey in June 1991..
 NV0880
 NV0880.The geoid height was determined by GEOID03.
 NV0880
 NV0880.The dynamic height is computed by dividing the NAVD 88
 NV0880.geopotential number by the normal gravity value computed on the
 NV0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0880.degrees latitude (g = 980.6199 gals.).
 NV0880
 NV0880.The modeled gravity was interpolated from observed gravity values.
 NV0880
 NV0880;                    North         East    Units  Estimated Accuracy
 NV0880;SPC ID C     -    96,220.      484,730.      MT  (+/- 180 meters Scaled)
 NV0880
 NV0880                          SUPERSEDED SURVEY CONTROL
 NV0880
 NV0880.No superseded survey control is available for this station.
 NV0880
 NV0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH311127(NAD 83)
 NV0880_MARKER: DB = BENCH MARK DISK
 NV0880_SETTING: 66 = SET IN ROCK OUTCROP
 NV0880_SP_SET: ROCK OUTCROP
 NV0880_STAMPING: F 423 1983
 NV0880_MARK LOGO: NGS   
 NV0880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0880+STABILITY: POSITION/ELEVATION WELL
 NV0880
 NV0880  HISTORY     - Date     Condition        Report By
 NV0880  HISTORY     - 1983     MONUMENTED       NGS
 NV0880
 NV0880                          STATION DESCRIPTION
 NV0880
 NV0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0880'4.8 KM (3.0 MI) NW FROM MURTAUGH.
 NV0880'4.8 KM (3.0 MI) NORTHWEST ALONG 4500 EAST ROAD FROM THE ELEMENTARY
 NV0880'SCHOOL IN MURTAUGH, IN TOP OF THE HIGHEST POINT OF A 2 BY 3 FOOT
 NV0880'PORTION OF VOLCANIC ROCK OUTCROP PROJECTING 1 FOOT ABOVE THE SURFACE
 NV0880'OF THE GROUND, AT THE T JUNCTION OF 4425 EAST ROAD, 11.9 METERS (39
 NV0880'FT) NORTHEAST OF THE CENTER OF THE ROAD, 4.4 METERS (14.5 FT)
 NV0880'SOUTHWEST OF T JUNCTION POWER POLE 78 AND 3.9 METERS (13 FT) EAST OF
 NV0880'THE EXTENDED CENTER OF 4425 EAST ROAD.
 NV0880'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 NV0880'THE MARK IS ABOVE LEVEL WITH NORTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1472 ***********************************************************************
 NU1472  DESIGNATION -  F 424
 NU1472  PID         -  NU1472
 NU1472  STATE/COUNTY-  ID/CASSIA
 NU1472  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU1472
 NU1472                         *CURRENT SURVEY CONTROL
 NU1472  ___________________________________________________________________
 NU1472* NAD 83(1986)-  42 34 34.     (N)    113 26 21.     (W)     SCALED    
 NU1472* NAVD 88     -      1374.840  (meters)    4510.62   (feet)  ADJUSTED  
 NU1472  ___________________________________________________________________
 NU1472  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NU1472  DYNAMIC HT  -        1374.033 (meters)    4507.97  (feet)  COMP
 NU1472  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 NU1472
 NU1472  VERT ORDER  -  FIRST     CLASS II
 NU1472
 NU1472.The horizontal coordinates were scaled from a topographic map and have
 NU1472.an estimated accuracy of +/- 6 seconds.
 NU1472
 NU1472.The orthometric height was determined by differential leveling
 NU1472.and adjusted by the National Geodetic Survey in June 1991..
 NU1472
 NU1472.The geoid height was determined by GEOID03.
 NU1472
 NU1472.The dynamic height is computed by dividing the NAVD 88
 NU1472.geopotential number by the normal gravity value computed on the
 NU1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1472.degrees latitude (g = 980.6199 gals.).
 NU1472
 NU1472.The modeled gravity was interpolated from observed gravity values.
 NU1472
 NU1472;                    North         East    Units  Estimated Accuracy
 NU1472;SPC ID C     -   101,160.      546,040.      MT  (+/- 180 meters Scaled)
 NU1472
 NU1472                          SUPERSEDED SURVEY CONTROL
 NU1472
 NU1472.No superseded survey control is available for this station.
 NU1472
 NU1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN998166(NAD 83)
 NU1472_MARKER: I = METAL ROD
 NU1472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NU1472_SP_SET: STAINLESS STEEL ROD
 NU1472_STAMPING: F 424 1983
 NU1472_MARK LOGO: NGS   
 NU1472_PROJECTION: FLUSH
 NU1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1472_ROD/PIPE-DEPTH: 4.0  meters
 NU1472
 NU1472  HISTORY     - Date     Condition        Report By
 NU1472  HISTORY     - 1983     MONUMENTED       NGS
 NU1472
 NU1472                          STATION DESCRIPTION
 NU1472
 NU1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1472'24.3 KM (15.2 MI) EAST FROM HEYBURN.
 NU1472'17.7 KM (11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE
 NU1472'OVERPASS BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN,
 NU1472'THENCE 6.65 KM (4.15 MI) EAST ALONG INTERSTATE 86, AT THE WEST END OF
 NU1472'THE EAST BOUND REST AREA, 35.3 METERS (116 FT) SOUTHEAST OF MILEPOST
 NU1472'4, 29.5 METERS (97 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE,
 NU1472'45.7 METERS (150 FT) WEST OF A FENCE CORNER POST AND 0.6 METER (2 FT)
 NU1472'NORTH OF THE RIGHT OF WAY FENCE.
 NU1472'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 NU1472'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0592 ***********************************************************************
 PZ0592  DESIGNATION -  F 425
 PZ0592  PID         -  PZ0592
 PZ0592  STATE/COUNTY-  ID/CUSTER
 PZ0592  USGS QUAD   -  DICKEY PEAK (1967)
 PZ0592
 PZ0592                         *CURRENT SURVEY CONTROL
 PZ0592  ___________________________________________________________________
 PZ0592* NAD 83(1986)-  44 09 01.     (N)    113 53 20.     (W)     SCALED    
 PZ0592* NAVD 88     -      2002.303  (meters)    6569.22   (feet)  ADJUSTED  
 PZ0592  ___________________________________________________________________
 PZ0592  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 PZ0592  DYNAMIC HT  -        2001.053 (meters)    6565.12  (feet)  COMP
 PZ0592  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 PZ0592
 PZ0592  VERT ORDER  -  FIRST     CLASS II
 PZ0592
 PZ0592.The horizontal coordinates were scaled from a topographic map and have
 PZ0592.an estimated accuracy of +/- 6 seconds.
 PZ0592
 PZ0592.The orthometric height was determined by differential leveling
 PZ0592.and adjusted by the National Geodetic Survey in June 1991..
 PZ0592
 PZ0592.The geoid height was determined by GEOID03.
 PZ0592
 PZ0592.The dynamic height is computed by dividing the NAVD 88
 PZ0592.geopotential number by the normal gravity value computed on the
 PZ0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0592.degrees latitude (g = 980.6199 gals.).
 PZ0592
 PZ0592.The modeled gravity was interpolated from observed gravity values.
 PZ0592
 PZ0592;                    North         East    Units  Estimated Accuracy
 PZ0592;SPC ID C     -   275,900.      508,890.      MT  (+/- 180 meters Scaled)
 PZ0592
 PZ0592                          SUPERSEDED SURVEY CONTROL
 PZ0592
 PZ0592.No superseded survey control is available for this station.
 PZ0592
 PZ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP689926(NAD 83)
 PZ0592_MARKER: I = METAL ROD
 PZ0592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0592_SP_SET: STAINLESS STEEL ROD
 PZ0592_STAMPING: F 425 1983
 PZ0592_MARK LOGO: NGS   
 PZ0592_PROJECTION: FLUSH
 PZ0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0592_ROD/PIPE-DEPTH: 6.1  meters
 PZ0592
 PZ0592  HISTORY     - Date     Condition        Report By
 PZ0592  HISTORY     - 1983     MONUMENTED       NGS
 PZ0592  HISTORY     - 1984     GOOD             NGS
 PZ0592  HISTORY     - 1985     GOOD             NGS
 PZ0592
 PZ0592                          STATION DESCRIPTION
 PZ0592
 PZ0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PZ0592'37.4 KM (23.4 MI) NORTH FROM MACKAY.
 PZ0592'35.65 KM (22.3 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0592'OF MAIN STREET AT MACKAY, THENCE 1.75 KM (1.1 MI) NORTHEAST ALONG
 PZ0592'DOUBLE SPRINGS ROAD, 0.54 KM (0.35 MI) NORTHEAST OF A POWER LINE
 PZ0592'CROSSING, 0.48 KM (0.3 MI) SOUTHWEST OF A HIGH TENSION POWER LINE
 PZ0592'CROSSING, 18.7 METERS (61.5 FT) SOUTHEAST OF THE CENTER OF A
 PZ0592'STEEL CATTLE GUARD ACROSS THE ROAD, 5.2 METERS (17 FT) SOUTHEAST
 PZ0592'OF THE SOUTHEAST GATE POST FOR A WIRE GATE AND 0.6 METER (2 FT)
 PZ0592'SOUTHWEST OF A NORTHWEST-SOUTHEAST BARB WIRE FENCE.
 PZ0592'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 PZ0592'THE MARK IS 0.3 M BELOW THE ROAD.
 PZ0592
 PZ0592                          STATION RECOVERY (1984)
 PZ0592
 PZ0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0592'RECOVERED IN GOOD CONDITION.
 PZ0592
 PZ0592                          STATION RECOVERY (1985)
 PZ0592
 PZ0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0835 ***********************************************************************
 OZ0835  DESIGNATION -  F 426
 OZ0835  PID         -  OZ0835
 OZ0835  STATE/COUNTY-  ID/CUSTER
 OZ0835  USGS QUAD   -  HERD PEAK (1967)
 OZ0835
 OZ0835                         *CURRENT SURVEY CONTROL
 OZ0835  ___________________________________________________________________
 OZ0835* NAD 83(1986)-  43 54 19.     (N)    114 08 22.     (W)     SCALED    
 OZ0835* NAVD 88     -      2137.864  (meters)    7013.98   (feet)  ADJUSTED  
 OZ0835  ___________________________________________________________________
 OZ0835  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OZ0835  DYNAMIC HT  -        2136.430 (meters)    7009.27  (feet)  COMP
 OZ0835  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 OZ0835
 OZ0835  VERT ORDER  -  FIRST     CLASS II
 OZ0835
 OZ0835.The horizontal coordinates were scaled from a topographic map and have
 OZ0835.an estimated accuracy of +/- 6 seconds.
 OZ0835
 OZ0835.The orthometric height was determined by differential leveling
 OZ0835.and adjusted by the National Geodetic Survey in June 1991..
 OZ0835
 OZ0835.The geoid height was determined by GEOID03.
 OZ0835
 OZ0835.The dynamic height is computed by dividing the NAVD 88
 OZ0835.geopotential number by the normal gravity value computed on the
 OZ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0835.degrees latitude (g = 980.6199 gals.).
 OZ0835
 OZ0835.The modeled gravity was interpolated from observed gravity values.
 OZ0835
 OZ0835;                    North         East    Units  Estimated Accuracy
 OZ0835;SPC ID C     -   248,680.      488,800.      MT  (+/- 180 meters Scaled)
 OZ0835
 OZ0835                          SUPERSEDED SURVEY CONTROL
 OZ0835
 OZ0835.No superseded survey control is available for this station.
 OZ0835
 OZ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ297653(NAD 83)
 OZ0835_MARKER: I = METAL ROD
 OZ0835_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OZ0835_SP_SET: STAINLESS STEEL ROD
 OZ0835_STAMPING: F 426 1984
 OZ0835_MARK LOGO: NGS   
 OZ0835_PROJECTION: FLUSH
 OZ0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0835_ROD/PIPE-DEPTH: 2.7  meters
 OZ0835
 OZ0835  HISTORY     - Date     Condition        Report By
 OZ0835  HISTORY     - 1984     MONUMENTED       NGS
 OZ0835  HISTORY     - 1985     GOOD             NGS
 OZ0835
 OZ0835                          STATION DESCRIPTION
 OZ0835
 OZ0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OZ0835'56.5 KM (35.2 MI) NW FROM MACKAY.
 OZ0835'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF
 OZ0835'MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG OLD
 OZ0835'STATE HIGHWAY 27, THENCE 15.45 KM (9.6 MI) SOUTHWEST ALONG BARTLETT
 OZ0835'POINT ROAD, THENCE 14.35 KM (8.9 MI) SOUTHWEST ALONG TRAIL CREEK ROAD
 OZ0835'(OLD STATE HIGHWAY 75), 1.15 KM (0.7 MI) NORTHEAST OF THE Y JUNCTION
 OZ0835'OF A DIRT ROAD LEADING WEST ALONG THE NORTH FORK OF THE BIG LOST
 OZ0835'RIVER, 29.2 METERS (96 FT) SOUTHEAST OF THE CENTER OF THE ROAD,
 OZ0835'41.9 METERS (137.5 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD LEADING
 OZ0835'SOUTHEAST AND 2.7 METERS (9 FT) NORTHEAST OF A POWER POLE AND IN LINE
 OZ0835'WITH THE POWER LINE.
 OZ0835'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 OZ0835'THE MARK IS 1.5 M BELOW THE ROAD.
 OZ0835
 OZ0835                          STATION RECOVERY (1985)
 OZ0835
 OZ0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OZ0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0657 ***********************************************************************
 QA0657  DESIGNATION -  F 427
 QA0657  PID         -  QA0657
 QA0657  STATE/COUNTY-  ID/CUSTER
 QA0657  USGS QUAD   -  ANTELOPE FLAT (1963)
 QA0657
 QA0657                         *CURRENT SURVEY CONTROL
 QA0657  ___________________________________________________________________
 QA0657* NAD 83(1986)-  44 21 43.     (N)    114 04 21.     (W)     SCALED    
 QA0657* NAVD 88     -      1784.156  (meters)    5853.52   (feet)  ADJUSTED  
 QA0657  ___________________________________________________________________
 QA0657  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 QA0657  DYNAMIC HT  -        1783.176 (meters)    5850.30  (feet)  COMP
 QA0657  MODELED GRAV-     980,005.9   (mgal)                       NAVD 88
 QA0657
 QA0657  VERT ORDER  -  FIRST     CLASS II
 QA0657
 QA0657.The horizontal coordinates were scaled from a topographic map and have
 QA0657.an estimated accuracy of +/- 6 seconds.
 QA0657
 QA0657.The orthometric height was determined by differential leveling
 QA0657.and adjusted by the National Geodetic Survey in June 1991..
 QA0657
 QA0657.The geoid height was determined by GEOID03.
 QA0657
 QA0657.The dynamic height is computed by dividing the NAVD 88
 QA0657.geopotential number by the normal gravity value computed on the
 QA0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0657.degrees latitude (g = 980.6199 gals.).
 QA0657
 QA0657.The modeled gravity was interpolated from observed gravity values.
 QA0657
 QA0657;                    North         East    Units  Estimated Accuracy
 QA0657;SPC ID C     -   299,410.      494,220.      MT  (+/- 180 meters Scaled)
 QA0657
 QA0657                          SUPERSEDED SURVEY CONTROL
 QA0657
 QA0657.No superseded survey control is available for this station.
 QA0657
 QA0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK332162(NAD 83)
 QA0657_MARKER: DB = BENCH MARK DISK
 QA0657_SETTING: 66 = SET IN ROCK OUTCROP
 QA0657_SP_SET: ROCK OUTCROP
 QA0657_STAMPING: F 427 1985
 QA0657_MARK LOGO: NGS   
 QA0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0657+STABILITY: POSITION/ELEVATION WELL
 QA0657
 QA0657  HISTORY     - Date     Condition        Report By
 QA0657  HISTORY     - 1985     MONUMENTED       NGS
 QA0657
 QA0657                          STATION DESCRIPTION
 QA0657
 QA0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 QA0657'21.0 KM (13.0 MI) SE FROM CHALLIS.
 QA0657'21.0 KM (13.0 MI) SOUTHEAST ALONG US HIGHWAY 93 FROM THE INTERSECTION
 QA0657'OF MAIN STREET AT CHALLIS, IN TOP OF THE NORTHEAST EDGE, ON THE
 QA0657'SOUTHEAST SLOPE OF A VERTICAL FACE OF GREY LIMESTONE OUTCROP, 0.91 KM
 QA0657'(0.57 MI) SOUTHEAST OF THE NORTHWEST END OF GRAND VIEW CANYON, 0.72 KM
 QA0657'(0.45 MI) SOUTHEAST OF MILEPOST 150, 17.7 METERS (58 FT) SOUTHWEST OF
 QA0657'THE HIGHWAY CENTERLINE, 8.8 METERS (29 FT) NORTHWEST OF THE SOUTHEAST
 QA0657'END OF THE VERTICAL OUTCROP AND 0.2 METER (0.7 FT) SOUTHWEST OF THE
 QA0657'ABRUPT EDGE OF THE OUTCROP.
 QA0657'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 QA0657'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1635 ***********************************************************************
 SV1635  DESIGNATION -  F 428
 SV1635  PID         -  SV1635
 SV1635  STATE/COUNTY-  ID/BENEWAH
 SV1635  USGS QUAD   -  TENSED (1985)
 SV1635
 SV1635                         *CURRENT SURVEY CONTROL
 SV1635  ___________________________________________________________________
 SV1635* NAD 83(1986)-  47 13 43.     (N)    116 56 50.     (W)     SCALED    
 SV1635* NAVD 88     -       796.371  (meters)    2612.76   (feet)  ADJUSTED  
 SV1635  ___________________________________________________________________
 SV1635  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 SV1635  DYNAMIC HT  -         796.349 (meters)    2612.69  (feet)  COMP
 SV1635  MODELED GRAV-     980,558.4   (mgal)                       NAVD 88
 SV1635
 SV1635  VERT ORDER  -  FIRST     CLASS II
 SV1635
 SV1635.The horizontal coordinates were scaled from a topographic map and have
 SV1635.an estimated accuracy of +/- 6 seconds.
 SV1635
 SV1635.The orthometric height was determined by differential leveling
 SV1635.and adjusted by the National Geodetic Survey in June 1991..
 SV1635
 SV1635.The geoid height was determined by GEOID03.
 SV1635
 SV1635.The dynamic height is computed by dividing the NAVD 88
 SV1635.geopotential number by the normal gravity value computed on the
 SV1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1635.degrees latitude (g = 980.6199 gals.).
 SV1635
 SV1635.The modeled gravity was interpolated from observed gravity values.
 SV1635
 SV1635;                    North         East    Units  Estimated Accuracy
 SV1635;SPC ID W     -   618,700.      709,340.      MT  (+/- 180 meters Scaled)
 SV1635
 SV1635                          SUPERSEDED SURVEY CONTROL
 SV1635
 SV1635.No superseded survey control is available for this station.
 SV1635
 SV1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN039305(NAD 83)
 SV1635_MARKER: I = METAL ROD
 SV1635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1635_SP_SET: STAINLESS STEEL ROD
 SV1635_STAMPING: F 428 1989
 SV1635_MARK LOGO: NGS   
 SV1635_PROJECTION: FLUSH
 SV1635_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1635+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1635_ROD/PIPE-DEPTH: 5.5  meters
 SV1635
 SV1635  HISTORY     - Date     Condition        Report By
 SV1635  HISTORY     - 1989     MONUMENTED       NGS
 SV1635
 SV1635                          STATION DESCRIPTION
 SV1635
 SV1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1635'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION, 1.14 KM (0.70
 SV1635'MI) WEST OF THE JUNCTION OF U.S. HIGHWAY 95 AT THE WEST EDGE OF A
 SV1635'FIELD ENTRANCE ACCESS ROAD.  OWNERSHIP, HIGHWAY RIGHT-OF-WAY.
 SV1635'REACHED FROM THE JUNCTION OF WASHINGTON STATE HIGHWAYS 27 AND 274
 SV1635'WHICH IS AT THE NORTH END OF TEKOA, WASHINGTON, GO NORTHEAST ON STATE
 SV1635'HIGHWAY 274 FOR 3.08 KM (1.90 MI) TO THE IDAHO STATE LINE AND
 SV1635'JUNCTION OF IDAHO STATE HIGHWAY 60 AND SIGN TO 95, TURN RIGHT AND GO
 SV1635'SOUTHEAST ON IDAHO STATE HIGHWAY 60 FOR 7.70 KM (4.80 MI) TO THE MARK
 SV1635'ON THE LEFT, IT IS 5.5 M (18.0 FT) NORTH FROM THE CENTERLINE OF THE
 SV1635'HIGHWAY, 0.70 M (2.3 FT) SOUTHEAST FROM A BLM SECTION CORNER POST AND
 SV1635'SIGN AND 0.6 M (2.0 FT) EAST FROM A WITNESS POST.  MARK IS 0.20 M
 SV1635'(0.7 FT) BELOW THE HIGHWAY.  MARK IS A STAINLESS STEEL ROD WITH A
 SV1635'CENTER PUNCH HOLE IN THE TOP.  NOTE--ACCESS TO DATUM POINT IS HAD
 SV1635'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1666 ***********************************************************************
 SV1666  DESIGNATION -  F 429
 SV1666  PID         -  SV1666
 SV1666  STATE/COUNTY-  ID/KOOTENAI
 SV1666  USGS QUAD   -  WORLEY (1981)
 SV1666
 SV1666                         *CURRENT SURVEY CONTROL
 SV1666  ___________________________________________________________________
 SV1666* NAD 83(1986)-  47 25 06.     (N)    116 57 18.     (W)     SCALED    
 SV1666* NAVD 88     -       790.325  (meters)    2592.92   (feet)  ADJUSTED  
 SV1666  ___________________________________________________________________
 SV1666  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 SV1666  DYNAMIC HT  -         790.327 (meters)    2592.93  (feet)  COMP
 SV1666  MODELED GRAV-     980,589.2   (mgal)                       NAVD 88
 SV1666
 SV1666  VERT ORDER  -  FIRST     CLASS II
 SV1666
 SV1666.The horizontal coordinates were scaled from a topographic map and have
 SV1666.an estimated accuracy of +/- 6 seconds.
 SV1666
 SV1666.The orthometric height was determined by differential leveling
 SV1666.and adjusted by the National Geodetic Survey in June 1991..
 SV1666
 SV1666.The geoid height was determined by GEOID03.
 SV1666
 SV1666.The dynamic height is computed by dividing the NAVD 88
 SV1666.geopotential number by the normal gravity value computed on the
 SV1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1666.degrees latitude (g = 980.6199 gals.).
 SV1666
 SV1666.The modeled gravity was interpolated from observed gravity values.
 SV1666
 SV1666;                    North         East    Units  Estimated Accuracy
 SV1666;SPC ID W     -   639,800.      709,080.      MT  (+/- 180 meters Scaled)
 SV1666
 SV1666                          SUPERSEDED SURVEY CONTROL
 SV1666
 SV1666.No superseded survey control is available for this station.
 SV1666
 SV1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN033516(NAD 83)
 SV1666_MARKER: I = METAL ROD
 SV1666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1666_SP_SET: STAINLESS STEEL ROD
 SV1666_STAMPING: F 429 1989
 SV1666_MARK LOGO: NGS   
 SV1666_PROJECTION: FLUSH
 SV1666_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1666+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1666_ROD/PIPE-DEPTH: 6.7  meters
 SV1666
 SV1666  HISTORY     - Date     Condition        Report By
 SV1666  HISTORY     - 1989     MONUMENTED       NGS
 SV1666
 SV1666                          STATION DESCRIPTION
 SV1666
 SV1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1666'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1666'HIGHWAY 95, ABOUT 4.0 KM (2.50 MI) NORTHWEST OF WORLEY, 0.38 KM (0.25
 SV1666'MI) NORTHWEST FROM MILEPOST 404 AND AT THE SOUTHEAST END OF A GROVE
 SV1666'OF PINE TREES.  REACHED FROM THE POST OFFICE IN WORLEY, GO NORTHWEST
 SV1666'ON U.S. HIGHWAY 95 FOR 3.63 KM (2.25 MI) TO THE MARK ON THE RIGHT.
 SV1666'IT IS 10.4 M (34.1 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 SV1666'20.5 M (67.3 FT) SOUTHWEST FROM THE SOUTHWEST RAIL, 13.8 M (45.3 FT)
 SV1666'SOUTHEAST FROM A TELEPHONE BURIED CABLE SIGN AND POST, 40.7 M (133.5
 SV1666'FT) NORTHWEST OF THE NORTHEAST END OF A 24-INCH METAL PIPE CULVERT
 SV1666'AND 0.7 M (2.3 FT) SOUTHEAST FROM A WITNESS POST.  MARK IS 0.3 M (1.0
 SV1666'FT) BELOW THE HIGHWAY.  MARK IS A STAINLESS STEEL ROD WITH A CENTER
 SV1666'PUNCH HOLE IN THE TOP.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 SV1666'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0265 ***********************************************************************
 OX0265  DESIGNATION -  F 43
 OX0265  PID         -  OX0265
 OX0265  STATE/COUNTY-  ID/TETON
 OX0265  USGS QUAD   -  VICTOR (1978)
 OX0265
 OX0265                         *CURRENT SURVEY CONTROL
 OX0265  ___________________________________________________________________
 OX0265* NAD 83(1986)-  43 37 12.     (N)    111 06 40.     (W)     SCALED    
 OX0265* NAVD 88     -      1871.176  (meters)    6139.02   (feet)  POSTED    
 OX0265  ___________________________________________________________________
 OX0265  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 OX0265  DYNAMIC HT  -        1870.000 (meters)    6135.16  (feet)  COMP
 OX0265  MODELED GRAV-     979,921.7   (mgal)                       NAVD 88
 OX0265
 OX0265  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0265
 OX0265.The horizontal coordinates were scaled from a topographic map and have
 OX0265.an estimated accuracy of +/- 6 seconds.
 OX0265
 OX0265.The orthometric height was determined by differential leveling
 OX0265.and adjusted by the National Geodetic Survey in 1992..
 OX0265.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0265.rate of 1.1 thru 2.0 mm/km.
 OX0265
 OX0265.The geoid height was determined by GEOID03.
 OX0265
 OX0265.The dynamic height is computed by dividing the NAVD 88
 OX0265.geopotential number by the normal gravity value computed on the
 OX0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0265.degrees latitude (g = 980.6199 gals.).
 OX0265
 OX0265.The modeled gravity was interpolated from observed gravity values.
 OX0265
 OX0265;                    North         East    Units  Estimated Accuracy
 OX0265;SPC ID E     -   217,520.      285,200.      MT  (+/- 180 meters Scaled)
 OX0265
 OX0265                          SUPERSEDED SURVEY CONTROL
 OX0265
 OX0265  NGVD 29 (??/??/92) 1869.916  (m)         6134.88   (f) ADJ UNCH    2 0
 OX0265
 OX0265.Superseded values are not recommended for survey control.
 OX0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0265.See file dsdata.txt to determine how the superseded data were derived.
 OX0265
 OX0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP910296(NAD 83)
 OX0265_MARKER: DB = BENCH MARK DISK
 OX0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0265_STAMPING: F 43 1934
 OX0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0265+STABILITY: SURFACE MOTION
 OX0265
 OX0265  HISTORY     - Date     Condition        Report By
 OX0265  HISTORY     - 1934     MONUMENTED       CGS
 OX0265  HISTORY     - 1974     GOOD             USGS
 OX0265  HISTORY     - 19940601 GOOD             IDTD
 OX0265
 OX0265                          STATION DESCRIPTION
 OX0265
 OX0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0265'1.3 MI N FROM VICTOR.
 OX0265'ABOUT 1.3 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OX0265'STATION AT VICTOR, TETON COUNTY, ABOUT 0.4 MILE SOUTH OF MILEPOST 44,
 OX0265'ABOUT 510 FEET SOUTH OF THE CROSSING OF A GRAVEL ROAD, ABOUT 195 FEET
 OX0265'SOUTH OF THE VICTOR ONE MILE SIGNBOARD, 42 FEET WEST OF THE CENTER
 OX0265'LINE OF THE TRACK, 40 FEET NORTH OF THE CENTER LINE OF A WAGON GATE,
 OX0265'AND 3 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED F 43 1934 AND
 OX0265'SET IN THE TOP OF A CONCRETE POST.
 OX0265
 OX0265                          STATION RECOVERY (1974)
 OX0265
 OX0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0265'ABOUT 1.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0265'STATION AT VICTOR, 485 FT SOUTH OF THE CROSSING OF A GRAVEL ROAD, 130
 OX0265'FT WEST OF STATE HWY 33, 45 FT EAST OF A GRAVEL ROAD, AND 42 FT WEST
 OX0265'OF THE TRACKS. A STANDARD DISK, STAMPED F 43 1934 AND SET IN THE TOP
 OX0265'OF A CONCRETE POST.
 OX0265
 OX0265                          STATION RECOVERY (1994)
 OX0265
 OX0265'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (GDJ)
 OX0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1307 ***********************************************************************
 OY1307  DESIGNATION -  F 430
 OY1307  PID         -  OY1307
 OY1307  STATE/COUNTY-  ID/JEFFERSON
 OY1307  USGS QUAD   -  MONTEVIEW (1969)
 OY1307
 OY1307                         *CURRENT SURVEY CONTROL
 OY1307  ___________________________________________________________________
 OY1307* NAD 83(1986)-  43 53 14.     (N)    112 36 43.     (W)     SCALED    
 OY1307* NAVD 88     -      1464.229  (meters)    4803.89   (feet)  ADJUSTED  
 OY1307  ___________________________________________________________________
 OY1307  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 OY1307  DYNAMIC HT  -        1463.512 (meters)    4801.54  (feet)  COMP
 OY1307  MODELED GRAV-     980,077.6   (mgal)                       NAVD 88
 OY1307
 OY1307  VERT ORDER  -  FIRST     CLASS II
 OY1307
 OY1307.The horizontal coordinates were scaled from a topographic map and have
 OY1307.an estimated accuracy of +/- 6 seconds.
 OY1307
 OY1307.The orthometric height was determined by differential leveling
 OY1307.and adjusted by the National Geodetic Survey in December 1992..
 OY1307
 OY1307.The geoid height was determined by GEOID03.
 OY1307
 OY1307.The dynamic height is computed by dividing the NAVD 88
 OY1307.geopotential number by the normal gravity value computed on the
 OY1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1307.degrees latitude (g = 980.6199 gals.).
 OY1307
 OY1307.The modeled gravity was interpolated from observed gravity values.
 OY1307
 OY1307;                    North         East    Units  Estimated Accuracy
 OY1307;SPC ID E     -   246,760.      164,220.      MT  (+/- 180 meters Scaled)
 OY1307
 OY1307                          SUPERSEDED SURVEY CONTROL
 OY1307
 OY1307  NGVD 29 (08/20/92) 1463.159  (m)         4800.38   (f) ADJUSTED    1 2
 OY1307
 OY1307.Superseded values are not recommended for survey control.
 OY1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1307.See file dsdata.txt to determine how the superseded data were derived.
 OY1307
 OY1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP705606(NAD 83)
 OY1307_MARKER: DV = VERTICAL CONTROL DISK
 OY1307_SETTING: 66 = SET IN ROCK OUTCROP
 OY1307_SP_SET: IN A DRILL HOLE IN BEDROCK
 OY1307_STAMPING: F 430 1992
 OY1307_MARK LOGO: NGS   
 OY1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1307+STABILITY: POSITION/ELEVATION WELL
 OY1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1307+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1307
 OY1307  HISTORY     - Date     Condition        Report By
 OY1307  HISTORY     - 1992     MONUMENTED       NGS
 OY1307
 OY1307                          STATION DESCRIPTION
 OY1307
 OY1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1307'17.1 KM (10.60 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1307'OFFICE IN TERRETON, THENCE 5.9 KM (3.65 MI) NORTHEASTERLY ALONG TRACK
 OY1307'ROAD T-17, NEAR THE NORTHWEST END OF A 3 BY 6-FOOT AREA OF
 OY1307'OUTCROPPING BEDROCK ALONG THE WEST SLOPE OF A ROCKY HILL, 39.4 M
 OY1307'(129.3 FT) SOUTHEAST OF THE ROAD CENTER, 1.0 M (3.3 FT) ABOVE THE
 OY1307'LEVEL OF THE ROAD, 0.8 M (2.6 FT) NORTH OF A CAIRN, AND 0.5 M (1.6
 OY1307'FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1180 ***********************************************************************
 OY1180  DESIGNATION -  F 431
 OY1180  PID         -  OY1180
 OY1180  STATE/COUNTY-  ID/BUTTE
 OY1180  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1180
 OY1180                         *CURRENT SURVEY CONTROL
 OY1180  ___________________________________________________________________
 OY1180* NAD 83(1986)-  43 33 51.     (N)    112 55 52.     (W)     SCALED    
 OY1180* NAVD 88     -      1498.713  (meters)    4917.03   (feet)  ADJUSTED  
 OY1180  ___________________________________________________________________
 OY1180  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 OY1180  DYNAMIC HT  -        1497.916 (meters)    4914.41  (feet)  COMP
 OY1180  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 OY1180
 OY1180  VERT ORDER  -  FIRST     CLASS II
 OY1180
 OY1180.The horizontal coordinates were scaled from a topographic map and have
 OY1180.an estimated accuracy of +/- 6 seconds.
 OY1180
 OY1180.The orthometric height was determined by differential leveling
 OY1180.and adjusted by the National Geodetic Survey in December 1992..
 OY1180
 OY1180.The geoid height was determined by GEOID03.
 OY1180
 OY1180.The dynamic height is computed by dividing the NAVD 88
 OY1180.geopotential number by the normal gravity value computed on the
 OY1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1180.degrees latitude (g = 980.6199 gals.).
 OY1180
 OY1180.The modeled gravity was interpolated from observed gravity values.
 OY1180
 OY1180;                    North         East    Units  Estimated Accuracy
 OY1180;SPC ID C     -   211,330.      586,350.      MT  (+/- 180 meters Scaled)
 OY1180
 OY1180                          SUPERSEDED SURVEY CONTROL
 OY1180
 OY1180  NGVD 29 (08/20/92) 1497.649  (m)         4913.54   (f) ADJUSTED    1 2
 OY1180
 OY1180.Superseded values are not recommended for survey control.
 OY1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1180.See file dsdata.txt to determine how the superseded data were derived.
 OY1180
 OY1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP440252(NAD 83)
 OY1180_MARKER: I = METAL ROD
 OY1180_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1180_SP_SET: STAINLESS STEEL ROD
 OY1180_STAMPING: F 431 1992
 OY1180_MARK LOGO: NGS   
 OY1180_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1180_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1180+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1180_ROD/PIPE-DEPTH: 5.5  meters
 OY1180
 OY1180  HISTORY     - Date     Condition        Report By
 OY1180  HISTORY     - 1992     MONUMENTED       NGS
 OY1180
 OY1180                          STATION DESCRIPTION
 OY1180
 OY1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1180'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1180'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1180'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY1180'EASTERLY ALONG WEST PORTLAND AVENUE, THENCE 3.9 KM (2.40 MI)
 OY1180'NORTHERLY ALONG LINCOLN BOULEVARD, THENCE 0.3 KM (0.20 MI) EASTERLY
 OY1180'ALONG A ROAD LEADING TO THE IDAHO CHEMICAL PROCESSING PLANT, THENCE
 OY1180'0.7 KM (0.45 MI) SOUTHERLY ALONG A PAVED ROAD, THENCE 0.5 KM (0.30
 OY1180'MI) EASTERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI) EASTERLY
 OY1180'ALONG A GRAVELED ROAD, 27.3 M (89.6 FT) EAST OF THE NORTHEAST CORNER
 OY1180'OF A CHAIN-LINK FENCE SURROUNDING LAKE BARRALLOUGH, 23.8 M (78.1 FT)
 OY1180'SOUTH OF AND LEVEL WITH THE ROAD CENTER, AND 0.6 M (2.0 FT) NORTH OF
 OY1180'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OY1180'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1156 ***********************************************************************
 OY1156  DESIGNATION -  F 432
 OY1156  PID         -  OY1156
 OY1156  STATE/COUNTY-  ID/BUTTE
 OY1156  USGS QUAD   -  HOWE (1969)
 OY1156
 OY1156                         *CURRENT SURVEY CONTROL
 OY1156  ___________________________________________________________________
 OY1156* NAD 83(1986)-  43 45 44.     (N)    113 00 54.     (W)     SCALED    
 OY1156* NAVD 88     -      1493.461  (meters)    4899.80   (feet)  ADJUSTED  
 OY1156  ___________________________________________________________________
 OY1156  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 OY1156  DYNAMIC HT  -        1492.682 (meters)    4897.24  (feet)  COMP
 OY1156  MODELED GRAV-     980,045.6   (mgal)                       NAVD 88
 OY1156
 OY1156  VERT ORDER  -  FIRST     CLASS II
 OY1156
 OY1156.The horizontal coordinates were scaled from a topographic map and have
 OY1156.an estimated accuracy of +/- 6 seconds.
 OY1156
 OY1156.The orthometric height was determined by differential leveling
 OY1156.and adjusted by the National Geodetic Survey in December 1992..
 OY1156
 OY1156.The geoid height was determined by GEOID03.
 OY1156
 OY1156.The dynamic height is computed by dividing the NAVD 88
 OY1156.geopotential number by the normal gravity value computed on the
 OY1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1156.degrees latitude (g = 980.6199 gals.).
 OY1156
 OY1156.The modeled gravity was interpolated from observed gravity values.
 OY1156
 OY1156;                    North         East    Units  Estimated Accuracy
 OY1156;SPC ID C     -   233,250.      579,310.      MT  (+/- 180 meters Scaled)
 OY1156
 OY1156                          SUPERSEDED SURVEY CONTROL
 OY1156
 OY1156  NGVD 29 (08/20/92) 1492.390  (m)         4896.28   (f) ADJUSTED    1 2
 OY1156
 OY1156.Superseded values are not recommended for survey control.
 OY1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1156.See file dsdata.txt to determine how the superseded data were derived.
 OY1156
 OY1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP378474(NAD 83)
 OY1156_MARKER: I = METAL ROD
 OY1156_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1156_SP_SET: STAINLESS STEEL ROD
 OY1156_STAMPING: F 432 1992
 OY1156_MARK LOGO: NGS   
 OY1156_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1156_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1156+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1156_ROD/PIPE-DEPTH: 3.4  meters
 OY1156
 OY1156  HISTORY     - Date     Condition        Report By
 OY1156  HISTORY     - 1992     MONUMENTED       NGS
 OY1156
 OY1156                          STATION DESCRIPTION
 OY1156
 OY1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1156'2.7 KM (1.65 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1156'POST OFFICE HOWE, 13.2 M (43.3 FT) EAST OF THE HIGHWAY CENTERLINE,
 OY1156'12.3 M (40.4 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 0.4 M (1.3
 OY1156'FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 OY1156'THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OY1156'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1209 ***********************************************************************
 OY1209  DESIGNATION -  F 433
 OY1209  PID         -  OY1209
 OY1209  STATE/COUNTY-  ID/BUTTE
 OY1209  USGS QUAD   -  RYEGRASS FLAT (1973)
 OY1209
 OY1209                         *CURRENT SURVEY CONTROL
 OY1209  ___________________________________________________________________
 OY1209* NAD 83(1986)-  43 31 05.     (N)    112 49 29.     (W)     SCALED    
 OY1209* NAVD 88     -      1540.446  (meters)    5053.95   (feet)  ADJUSTED  
 OY1209  ___________________________________________________________________
 OY1209  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 OY1209  DYNAMIC HT  -        1539.626 (meters)    5051.26  (feet)  COMP
 OY1209  MODELED GRAV-     980,032.9   (mgal)                       NAVD 88
 OY1209
 OY1209  VERT ORDER  -  FIRST     CLASS II
 OY1209
 OY1209.The horizontal coordinates were scaled from a topographic map and have
 OY1209.an estimated accuracy of +/- 6 seconds.
 OY1209
 OY1209.The orthometric height was determined by differential leveling
 OY1209.and adjusted by the National Geodetic Survey in December 1992..
 OY1209
 OY1209.The geoid height was determined by GEOID03.
 OY1209
 OY1209.The dynamic height is computed by dividing the NAVD 88
 OY1209.geopotential number by the normal gravity value computed on the
 OY1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1209.degrees latitude (g = 980.6199 gals.).
 OY1209
 OY1209.The modeled gravity was interpolated from observed gravity values.
 OY1209
 OY1209;                    North         East    Units  Estimated Accuracy
 OY1209;SPC ID C     -   206,320.      595,020.      MT  (+/- 180 meters Scaled)
 OY1209
 OY1209                          SUPERSEDED SURVEY CONTROL
 OY1209
 OY1209  NGVD 29 (08/20/92) 1539.384  (m)         5050.46   (f) ADJUSTED    1 2
 OY1209
 OY1209.Superseded values are not recommended for survey control.
 OY1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1209.See file dsdata.txt to determine how the superseded data were derived.
 OY1209
 OY1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP525199(NAD 83)
 OY1209_MARKER: DV = VERTICAL CONTROL DISK
 OY1209_SETTING: 66 = SET IN ROCK OUTCROP
 OY1209_SP_SET: BEDROCK
 OY1209_STAMPING: F 433 1992
 OY1209_MARK LOGO: NGS   
 OY1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1209+STABILITY: POSITION/ELEVATION WELL
 OY1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1209+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1209
 OY1209  HISTORY     - Date     Condition        Report By
 OY1209  HISTORY     - 1992     MONUMENTED       NGS
 OY1209
 OY1209                          STATION DESCRIPTION
 OY1209
 OY1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1209'43.3 KM (26.90 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1209'OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG
 OY1209'FILLMORE BOULEVARD, NEAR THE NORTH END OF A 10 BY 15-FOOT AREA OF
 OY1209'OUTCROPPING BEDROCK, 29.7 M (97.4 FT) NORTHEAST OF THE BOULEVARD
 OY1209'CENTERLINE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE BOULEVARD, AND 0.3
 OY1209'M (1.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1247 ***********************************************************************
 OY1247  DESIGNATION -  F 434
 OY1247  PID         -  OY1247
 OY1247  STATE/COUNTY-  ID/JEFFERSON
 OY1247  USGS QUAD   -  ANTELOPE BUTTE (1969)
 OY1247
 OY1247                         *CURRENT SURVEY CONTROL
 OY1247  ___________________________________________________________________
 OY1247* NAD 83(1986)-  43 47 42.     (N)    112 37 23.     (W)     SCALED    
 OY1247* NAVD 88     -      1460.429  (meters)    4791.42   (feet)  ADJUSTED  
 OY1247  ___________________________________________________________________
 OY1247  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 OY1247  DYNAMIC HT  -        1459.695 (meters)    4789.02  (feet)  COMP
 OY1247  MODELED GRAV-     980,065.0   (mgal)                       NAVD 88
 OY1247
 OY1247  VERT ORDER  -  FIRST     CLASS II
 OY1247
 OY1247.The horizontal coordinates were scaled from a topographic map and have
 OY1247.an estimated accuracy of +/- 6 seconds.
 OY1247
 OY1247.The orthometric height was determined by differential leveling
 OY1247.and adjusted by the National Geodetic Survey in December 1992..
 OY1247
 OY1247.The geoid height was determined by GEOID03.
 OY1247
 OY1247.The dynamic height is computed by dividing the NAVD 88
 OY1247.geopotential number by the normal gravity value computed on the
 OY1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1247.degrees latitude (g = 980.6199 gals.).
 OY1247
 OY1247.The modeled gravity was interpolated from observed gravity values.
 OY1247
 OY1247;                    North         East    Units  Estimated Accuracy
 OY1247;SPC ID E     -   236,520.      163,270.      MT  (+/- 180 meters Scaled)
 OY1247
 OY1247                          SUPERSEDED SURVEY CONTROL
 OY1247
 OY1247  NGVD 29 (08/20/92) 1459.358  (m)         4787.91   (f) ADJUSTED    1 2
 OY1247
 OY1247.Superseded values are not recommended for survey control.
 OY1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1247.See file dsdata.txt to determine how the superseded data were derived.
 OY1247
 OY1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP694503(NAD 83)
 OY1247_MARKER: I = METAL ROD
 OY1247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1247_SP_SET: STAINLESS STEEL ROD
 OY1247_STAMPING: F 434 1992
 OY1247_MARK LOGO: NGS   
 OY1247_PROJECTION: FLUSH
 OY1247_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1247+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1247_ROD/PIPE-DEPTH: 7.1  meters
 OY1247
 OY1247  HISTORY     - Date     Condition        Report By
 OY1247  HISTORY     - 1992     MONUMENTED       NGS
 OY1247
 OY1247                          STATION DESCRIPTION
 OY1247
 OY1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1247'17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1247'OFFICE IN TERRETON, THENCE 2.2 KM (1.35 MI) SOUTHWESTERLY ALONG TRACK
 OY1247'ROAD T-17, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG A TRACK ROAD,
 OY1247'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG A TRACK ROAD, THENCE 2.3 KM
 OY1247'(1.40 MI) NORTHEASTERLY ALONG A TRACK ROAD, THENCE 1.8 KM (1.10 MI)
 OY1247'EASTERLY ALONG TRACK ROAD T-9, 5.8 M (19.0 FT) NORTHEAST OF AND LEVEL
 OY1247'WITH THE ROAD CENTER, AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.
 OY1247'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1111 ***********************************************************************
 OY1111  DESIGNATION -  F 435
 OY1111  PID         -  OY1111
 OY1111  STATE/COUNTY-  ID/BINGHAM
 OY1111  USGS QUAD   -  BLACKFOOT (1971)
 OY1111
 OY1111                         *CURRENT SURVEY CONTROL
 OY1111  ___________________________________________________________________
 OY1111* NAD 83(1986)-  43 11 35.     (N)    112 21 22.     (W)     SCALED    
 OY1111* NAVD 88     -      1370.682  (meters)    4496.98   (feet)  ADJUSTED  
 OY1111  ___________________________________________________________________
 OY1111  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 OY1111  DYNAMIC HT  -        1369.934 (meters)    4494.53  (feet)  COMP
 OY1111  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 OY1111
 OY1111  VERT ORDER  -  FIRST     CLASS II
 OY1111
 OY1111.The horizontal coordinates were scaled from a topographic map and have
 OY1111.an estimated accuracy of +/- 6 seconds.
 OY1111
 OY1111.The orthometric height was determined by differential leveling
 OY1111.and adjusted by the National Geodetic Survey in December 1992..
 OY1111
 OY1111.The geoid height was determined by GEOID03.
 OY1111
 OY1111.The dynamic height is computed by dividing the NAVD 88
 OY1111.geopotential number by the normal gravity value computed on the
 OY1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1111.degrees latitude (g = 980.6199 gals.).
 OY1111
 OY1111.The modeled gravity was interpolated from observed gravity values.
 OY1111
 OY1111;                    North         East    Units  Estimated Accuracy
 OY1111;SPC ID E     -   169,560.      184,600.      MT  (+/- 180 meters Scaled)
 OY1111
 OY1111                          SUPERSEDED SURVEY CONTROL
 OY1111
 OY1111  NGVD 29 (08/20/92) 1369.624  (m)         4493.51   (f) ADJUSTED    1 2
 OY1111
 OY1111.Superseded values are not recommended for survey control.
 OY1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1111.See file dsdata.txt to determine how the superseded data were derived.
 OY1111
 OY1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN898831(NAD 83)
 OY1111_MARKER: I = METAL ROD
 OY1111_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1111_SP_SET: STAINLESS STEEL ROD
 OY1111_STAMPING: F 435 1992
 OY1111_MARK LOGO: CGS   
 OY1111_PROJECTION: RECESSED 2 CENTIMETERS
 OY1111_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1111+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1111_ROD/PIPE-DEPTH: 4.7  meters
 OY1111
 OY1111  HISTORY     - Date     Condition        Report By
 OY1111  HISTORY     - 1992     MONUMENTED       NGS
 OY1111
 OY1111                          STATION DESCRIPTION
 OY1111
 OY1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1111'IN BLACKFOOT, AT THE INTERSECTION OF WEST BRIDGE (U.S. HIGHWAY 91)
 OY1111'AND MERIDIAN (U.S. HIGHWAY 26) STREETS, NEAR THE NORTHWEST CORNER OF
 OY1111'WILBERT CAMMACK MEMORIAL PARK, 20.8 M (68.2 FT) SOUTH OF THE
 OY1111'CENTERLINE OF THE EASTBOUND LANES OF WEST BRIDGE STREET, 14.3 M (46.9
 OY1111'FT) EAST OF THE SOUTHWEST CORNER OF A MONUMENT (CENTRAL FERRY
 OY1111'STATION), AND 0.9 M (3.0 FT) NORTH OF A FLAG POLE.  NOTE--ACCESS TO
 OY1111'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1138 ***********************************************************************
 OY1138  DESIGNATION -  F 436
 OY1138  PID         -  OY1138
 OY1138  STATE/COUNTY-  ID/BUTTE
 OY1138  USGS QUAD   -  HOWE PEAK (1972)
 OY1138
 OY1138                         *CURRENT SURVEY CONTROL
 OY1138  ___________________________________________________________________
 OY1138* NAD 83(1986)-  43 38 56.     (N)    113 04 21.     (W)     SCALED    
 OY1138* NAVD 88     -      1582.273  (meters)    5191.17   (feet)  ADJUSTED  
 OY1138  ___________________________________________________________________
 OY1138  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 OY1138  DYNAMIC HT  -        1581.424 (meters)    5188.39  (feet)  COMP
 OY1138  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 OY1138
 OY1138  VERT ORDER  -  FIRST     CLASS II
 OY1138
 OY1138.The horizontal coordinates were scaled from a topographic map and have
 OY1138.an estimated accuracy of +/- 6 seconds.
 OY1138
 OY1138.The orthometric height was determined by differential leveling
 OY1138.and adjusted by the National Geodetic Survey in December 1992..
 OY1138
 OY1138.The geoid height was determined by GEOID03.
 OY1138
 OY1138.The dynamic height is computed by dividing the NAVD 88
 OY1138.geopotential number by the normal gravity value computed on the
 OY1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1138.degrees latitude (g = 980.6199 gals.).
 OY1138
 OY1138.The modeled gravity was interpolated from observed gravity values.
 OY1138
 OY1138;                    North         East    Units  Estimated Accuracy
 OY1138;SPC ID C     -   220,600.      574,830.      MT  (+/- 180 meters Scaled)
 OY1138
 OY1138                          SUPERSEDED SURVEY CONTROL
 OY1138
 OY1138  NGVD 29 (08/20/92) 1581.207  (m)         5187.68   (f) ADJUSTED    1 2
 OY1138
 OY1138.Superseded values are not recommended for survey control.
 OY1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1138.See file dsdata.txt to determine how the superseded data were derived.
 OY1138
 OY1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP328349(NAD 83)
 OY1138_MARKER: I = METAL ROD
 OY1138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1138_SP_SET: STAINLESS STEEL ROD
 OY1138_STAMPING: F 436 1992
 OY1138_MARK LOGO: NGS   
 OY1138_PROJECTION: FLUSH
 OY1138_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1138+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1138_ROD/PIPE-DEPTH: 5.5  meters
 OY1138
 OY1138  HISTORY     - Date     Condition        Report By
 OY1138  HISTORY     - 1992     MONUMENTED       NGS
 OY1138
 OY1138                          STATION DESCRIPTION
 OY1138
 OY1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1138'16.8 KM (10.45 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1138'POST OFFICE IN HOWE, 0.5 KM (0.30 MI) SOUTHWEST OF THE INTERSECTION
 OY1138'OF TRACK ROAD NUMBER T-11, 16.8 M (55.1 FT) NORTHWEST OF AND LEVEL
 OY1138'WITH THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) SOUTHEAST OF A
 OY1138'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OY1138'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH7376 ***********************************************************************
 AH7376  DESIGNATION -  F 438
 AH7376  PID         -  AH7376
 AH7376  STATE/COUNTY-  ID/ADA
 AH7376  USGS QUAD   -  EAGLE (1979)
 AH7376
 AH7376                         *CURRENT SURVEY CONTROL
 AH7376  ___________________________________________________________________
 AH7376* NAD 83(1986)-  43 44 22.     (N)    116 18 11.     (W)     SCALED    
 AH7376* NAVD 88     -       831.691  (meters)    2728.64   (feet)  ADJUSTED  
 AH7376  ___________________________________________________________________
 AH7376  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 AH7376  DYNAMIC HT  -         831.373 (meters)    2727.60  (feet)  COMP
 AH7376  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 AH7376
 AH7376  VERT ORDER  -  SECOND    CLASS II
 AH7376
 AH7376.The horizontal coordinates were scaled from a topographic map and have
 AH7376.an estimated accuracy of +/- 6 seconds.
 AH7376
 AH7376.The orthometric height was determined by differential leveling
 AH7376.and adjusted by the National Geodetic Survey in July 2002..
 AH7376
 AH7376.The geoid height was determined by GEOID03.
 AH7376
 AH7376.The dynamic height is computed by dividing the NAVD 88
 AH7376.geopotential number by the normal gravity value computed on the
 AH7376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7376.degrees latitude (g = 980.6199 gals.).
 AH7376
 AH7376.The modeled gravity was interpolated from observed gravity values.
 AH7376
 AH7376;                    North         East    Units  Estimated Accuracy
 AH7376;SPC ID W     -   230,390.      755,450.      MT  (+/- 180 meters Scaled)
 AH7376
 AH7376                          SUPERSEDED SURVEY CONTROL
 AH7376
 AH7376.No superseded survey control is available for this station.
 AH7376
 AH7376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ561431(NAD 83)
 AH7376_MARKER: DV = VERTICAL CONTROL DISK
 AH7376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7376_STAMPING: F 438 1998
 AH7376_MARK LOGO: NGS   
 AH7376_PROJECTION: FLUSH
 AH7376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH7376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7376+STABILITY: SURFACE MOTION
 AH7376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7376+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7376
 AH7376  HISTORY     - Date     Condition        Report By
 AH7376  HISTORY     - 1998     MONUMENTED       EQUINO
 AH7376
 AH7376                          STATION DESCRIPTION
 AH7376
 AH7376'DESCRIBED BY EQUINOX INC 1998 (RLB)
 AH7376'TO REACH FORM THE COURTHOUSE IN BOISE GO NORTHWEST ON STATE STREET AND
 AH7376'STATE HIGHWAY 44, 12.23 KM (7.60 MI) TO THE JUNCTION OF STATE HIGHWAY
 AH7376'44 (STATE STREET) AND HIGHWAY 55.  TURN RIGHT (NORTH) ON TO STATE
 AH7376'HIGHWAY 55 AND PROCEED 6.76 KM (4.20 MI) TO THE MARK ON THE LEFT
 AH7376'(WEST) SIDE OF STATE HIGHWAY 55.  THE STATION IS APPROXIMATELY 18 M
 AH7376'(59.1 FT) WEST OF THE CENTERLINE STRIPE OF HIGHWAY 55, 0.9 M (3.0 FT)
 AH7376'NORTHWEST OF A POWERPOLE, 0.80 M (2.62 FT) SOUTHWEST OF A CARSONITE
 AH7376'WITNESS POST AND 0.8 M (2.6 FT) EAST OF A RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0424 ***********************************************************************
 NT0424  DESIGNATION -  F 44
 NT0424  PID         -  NT0424
 NT0424  STATE/COUNTY-  ID/CARIBOU
 NT0424  USGS QUAD   -  CHINA HAT (1981)
 NT0424
 NT0424                         *CURRENT SURVEY CONTROL
 NT0424  ___________________________________________________________________
 NT0424* NAD 83(1986)-  42 45 07.     (N)    111 33 51.     (W)     SCALED    
 NT0424* NAVD 88     -      1883.043  (meters)    6177.95   (feet)  ADJUSTED  
 NT0424  ___________________________________________________________________
 NT0424  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 NT0424  DYNAMIC HT  -        1881.717 (meters)    6173.60  (feet)  COMP
 NT0424  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 NT0424
 NT0424  VERT ORDER  -  SECOND    CLASS 0
 NT0424
 NT0424.The horizontal coordinates were scaled from a topographic map and have
 NT0424.an estimated accuracy of +/- 6 seconds.
 NT0424
 NT0424.The orthometric height was determined by differential leveling
 NT0424.and adjusted by the National Geodetic Survey in June 1991..
 NT0424
 NT0424.The geoid height was determined by GEOID03.
 NT0424
 NT0424.The dynamic height is computed by dividing the NAVD 88
 NT0424.geopotential number by the normal gravity value computed on the
 NT0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0424.degrees latitude (g = 980.6199 gals.).
 NT0424
 NT0424.The modeled gravity was interpolated from observed gravity values.
 NT0424
 NT0424;                    North         East    Units  Estimated Accuracy
 NT0424;SPC ID E     -   120,720.      249,320.      MT  (+/- 180 meters Scaled)
 NT0424
 NT0424                          SUPERSEDED SURVEY CONTROL
 NT0424
 NT0424  NGVD 29 (??/??/92) 1881.785  (m)         6173.82   (f) ADJ UNCH    2 0
 NT0424
 NT0424.Superseded values are not recommended for survey control.
 NT0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0424.See file dsdata.txt to determine how the superseded data were derived.
 NT0424
 NT0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN538334(NAD 83)
 NT0424_MARKER: DB = BENCH MARK DISK
 NT0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0424_STAMPING: F 44 1934
 NT0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0424+STABILITY: SURFACE MOTION
 NT0424
 NT0424  HISTORY     - Date     Condition        Report By
 NT0424  HISTORY     - 1934     MONUMENTED       CGS
 NT0424  HISTORY     - 1951     MARK NOT FOUND   NGS
 NT0424  HISTORY     - 1979     MARK NOT FOUND   USGS
 NT0424
 NT0424                          STATION DESCRIPTION
 NT0424
 NT0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0424'8.1 MI N FROM SODA SPRINGS.
 NT0424'8.1 MILES NORTH ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE AT
 NT0424'SODA SPRINGS, CARIBOU COUNTY, ABOUT 0.8 MILE SOUTH OF A RANCE HOUSE
 NT0424'WEST OF THE ROAD, ABOUT 675 FEET NORTH OF THE JUNCTION WITH A T-ROAD
 NT0424'LEADING EAST, ABOUT 370 FEET NORTH OF THE SUMMIT OF A HILL, AT THE
 NT0424'INSIDE OF A CURVE, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 NT0424'1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED F 44 1934 AND SET IN
 NT0424'THE TOP OF A CONCRETE POST.  NOTE-- ROAD CONSTRUCTION IN THIS AREA MAY
 NT0424'HAVE DESTROYED THIS MARK.
 NT0424
 NT0424                          STATION RECOVERY (1979)
 NT0424
 NT0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NT0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0347 ***********************************************************************
 OX0347  DESIGNATION -  F 45
 OX0347  PID         -  OX0347
 OX0347  STATE/COUNTY-  ID/BONNEVILLE
 OX0347  USGS QUAD   -  HERMAN (1966)
 OX0347
 OX0347                         *CURRENT SURVEY CONTROL
 OX0347  ___________________________________________________________________
 OX0347* NAD 83(1986)-  43 08 07.     (N)    111 29 42.     (W)     SCALED    
 OX0347* NAVD 88     -      1947.022  (meters)    6387.85   (feet)  ADJUSTED  
 OX0347  ___________________________________________________________________
 OX0347  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 OX0347  DYNAMIC HT  -        1945.692 (meters)    6383.49  (feet)  COMP
 OX0347  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 OX0347
 OX0347  VERT ORDER  -  SECOND    CLASS 0
 OX0347
 OX0347.The horizontal coordinates were scaled from a topographic map and have
 OX0347.an estimated accuracy of +/- 6 seconds.
 OX0347
 OX0347.The orthometric height was determined by differential leveling
 OX0347.and adjusted by the National Geodetic Survey in June 1991..
 OX0347
 OX0347.The geoid height was determined by GEOID03.
 OX0347
 OX0347.The dynamic height is computed by dividing the NAVD 88
 OX0347.geopotential number by the normal gravity value computed on the
 OX0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0347.degrees latitude (g = 980.6199 gals.).
 OX0347
 OX0347.The modeled gravity was interpolated from observed gravity values.
 OX0347
 OX0347;                    North         East    Units  Estimated Accuracy
 OX0347;SPC ID E     -   163,350.      254,650.      MT  (+/- 180 meters Scaled)
 OX0347
 OX0347                          SUPERSEDED SURVEY CONTROL
 OX0347
 OX0347  NGVD 29 (??/??/92) 1945.742  (m)         6383.66   (f) ADJ UNCH    2 0
 OX0347
 OX0347.Superseded values are not recommended for survey control.
 OX0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0347.See file dsdata.txt to determine how the superseded data were derived.
 OX0347
 OX0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN597759(NAD 83)
 OX0347_MARKER: DB = BENCH MARK DISK
 OX0347_SETTING: 80 = SET IN A BOULDER
 OX0347_SP_SET: BOULDER
 OX0347_STAMPING: F 45 1934
 OX0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0347+STABILITY: SURFACE MOTION
 OX0347
 OX0347  HISTORY     - Date     Condition        Report By
 OX0347  HISTORY     - 1934     MONUMENTED       CGS
 OX0347
 OX0347                          STATION DESCRIPTION
 OX0347
 OX0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0347'3.4 MI N FROM HERMAN.
 OX0347'3.4 MILES NORTH ALONG THE HERMAN-BONE ROAD FROM THE RANGER STATION AT
 OX0347'HERMAN, BONNEVILLE COUNTY, 93 FEET SOUTHEAST OF THE CENTER OF THE
 OX0347'BRIDGE ACROSS THE NORTH OUTLET OF GRAYS LAKE, ABOUT 225 FEET EAST OF
 OX0347'AND DIRECTLY ACROSS A CREEK FROM THE NORTH END OF A LAVA OUTCROP, 36
 OX0347'FEET EAST OF THE EDGE OF THE CREEK BANK, 63 FEET SOUTH OF THE CENTER
 OX0347'LINE OF THE ROAD, AND IN THE TOP OF THE NORTH END OF A LONE 3- BY 4-
 OX0347'BY 1-FOOT LAVA ROCK BOULDER.  A STANDARD DISK, STAMPED F 45 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0595 ***********************************************************************
 OX0595  DESIGNATION -  F 46
 OX0595  PID         -  OX0595
 OX0595  STATE/COUNTY-  ID/BONNEVILLE
 OX0595  USGS QUAD   -  UCON (1979)
 OX0595
 OX0595                         *CURRENT SURVEY CONTROL
 OX0595  ___________________________________________________________________
 OX0595* NAD 83(1986)-  43 30 41.     (N)    111 58 44.     (W)     SCALED    
 OX0595* NAVD 88     -      1447.267  (meters)    4748.24   (feet)  ADJUSTED  
 OX0595  ___________________________________________________________________
 OX0595  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 OX0595  DYNAMIC HT  -        1446.506 (meters)    4745.75  (feet)  COMP
 OX0595  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 OX0595
 OX0595  VERT ORDER  -  SECOND    CLASS 0
 OX0595
 OX0595.The horizontal coordinates were scaled from a topographic map and have
 OX0595.an estimated accuracy of +/- 6 seconds.
 OX0595
 OX0595.The orthometric height was determined by differential leveling
 OX0595.and adjusted by the National Geodetic Survey in June 1991..
 OX0595
 OX0595.The geoid height was determined by GEOID03.
 OX0595
 OX0595.The dynamic height is computed by dividing the NAVD 88
 OX0595.geopotential number by the normal gravity value computed on the
 OX0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0595.degrees latitude (g = 980.6199 gals.).
 OX0595
 OX0595.The modeled gravity was interpolated from observed gravity values.
 OX0595
 OX0595;                    North         East    Units  Estimated Accuracy
 OX0595;SPC ID E     -   204,930.      215,180.      MT  (+/- 180 meters Scaled)
 OX0595
 OX0595                          SUPERSEDED SURVEY CONTROL
 OX0595
 OX0595  NGVD 29 (??/??/92) 1446.187  (m)         4744.70   (f) ADJ UNCH    2 0
 OX0595
 OX0595.Superseded values are not recommended for survey control.
 OX0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0595.See file dsdata.txt to determine how the superseded data were derived.
 OX0595
 OX0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP208180(NAD 83)
 OX0595_MARKER: DB = BENCH MARK DISK
 OX0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0595_STAMPING: F 46 1934
 OX0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0595+STABILITY: SURFACE MOTION
 OX0595
 OX0595  HISTORY     - Date     Condition        Report By
 OX0595  HISTORY     - 1934     MONUMENTED       CGS
 OX0595  HISTORY     - 19990601 MARK NOT FOUND   IDTD
 OX0595
 OX0595                          STATION DESCRIPTION
 OX0595
 OX0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0595'IN LINCOLN.
 OX0595'BONNEVILLE COUNTY, ABOUT 0.5 MILE WEST OF THE PUBLIC SCHOOL, ABOUT 365
 OX0595'FEET WEST OF THE END OF TREES NORTH OF THE ROAD, ABOUT 140 FEET EAST
 OX0595'OF THE CENTER OF THE GATE AT AN IRRIGATION DITCH, 39 FEET NORTH OF THE
 OX0595'CENTER LINE OF THE ROAD, MIDWAY BETWEEN FENCE POSTS, AND 1 FOOT SOUTH
 OX0595'OF THE FENCE.  A STANDARD DISK, STAMPED F 46 1934 AND SET IN THE TOP
 OX0595'OF A CONCRETE POST.
 OX0595
 OX0595                          STATION RECOVERY (1999)
 OX0595
 OX0595'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OX0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0189 ***********************************************************************
 NT0189  DESIGNATION -  F 47
 NT0189  PID         -  NT0189
 NT0189  STATE/COUNTY-  ID/BEAR LAKE
 NT0189  USGS QUAD   -  PEGRAM (1970)
 NT0189
 NT0189                         *CURRENT SURVEY CONTROL
 NT0189  ___________________________________________________________________
 NT0189* NAD 83(1986)-  42 10 55.     (N)    111 09 47.     (W)     SCALED    
 NT0189* NAVD 88     -      1830.251  (meters)    6004.75   (feet)  ADJUSTED  
 NT0189  ___________________________________________________________________
 NT0189  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 NT0189  DYNAMIC HT  -        1828.833 (meters)    6000.10  (feet)  COMP
 NT0189  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 NT0189
 NT0189  VERT ORDER  -  SECOND    CLASS 0
 NT0189
 NT0189.The horizontal coordinates were scaled from a topographic map and have
 NT0189.an estimated accuracy of +/- 6 seconds.
 NT0189
 NT0189.The orthometric height was determined by differential leveling
 NT0189.and adjusted by the National Geodetic Survey in June 1991..
 NT0189
 NT0189.The geoid height was determined by GEOID03.
 NT0189
 NT0189.The dynamic height is computed by dividing the NAVD 88
 NT0189.geopotential number by the normal gravity value computed on the
 NT0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0189.degrees latitude (g = 980.6199 gals.).
 NT0189
 NT0189.The modeled gravity was interpolated from observed gravity values.
 NT0189
 NT0189;                    North         East    Units  Estimated Accuracy
 NT0189;SPC ID E     -    57,720.      282,910.      MT  (+/- 180 meters Scaled)
 NT0189
 NT0189                          SUPERSEDED SURVEY CONTROL
 NT0189
 NT0189  NGVD 29 (??/??/92) 1829.001  (m)         6000.65   (f) ADJ UNCH    2 0
 NT0189
 NT0189.Superseded values are not recommended for survey control.
 NT0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0189.See file dsdata.txt to determine how the superseded data were derived.
 NT0189
 NT0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM865699(NAD 83)
 NT0189_MARKER: DB = BENCH MARK DISK
 NT0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0189_STAMPING: F 47 1934
 NT0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0189+STABILITY: SURFACE MOTION
 NT0189
 NT0189  HISTORY     - Date     Condition        Report By
 NT0189  HISTORY     - 1934     MONUMENTED       CGS
 NT0189  HISTORY     - 1970     MARK NOT FOUND   USGS
 NT0189
 NT0189                          STATION DESCRIPTION
 NT0189
 NT0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0189'4.7 MI W FROM PEGRAM.
 NT0189'ABOUT 4.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE SCHOOL
 NT0189'(DISTRICT 5) AT PEGRAM, BEAR LAKE COUNTY, ABOUT 0.2 MILE SOUTHEAST OF
 NT0189'THE SWITCH AT THE SIDING AT HARER AND SEMAPHORE 102.5, ABOUT 500 FEET
 NT0189'SOUTHEAST OF THE CENTER OF GATEWAY 102 A IN THE RIGHT-OF-WAY FENCE, 60
 NT0189'FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 42 FEET SOUTHWEST OF
 NT0189'THE RIGHT-OF-WAY FENCE, 8 FEET NORTHWEST OF A SIGNAL POLE, AND ABOUT 4
 NT0189'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 47
 NT0189'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NT0189
 NT0189                          STATION RECOVERY (1970)
 NT0189
 NT0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NT0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0447 ***********************************************************************
 NT0447  DESIGNATION -  F 48
 NT0447  PID         -  NT0447
 NT0447  STATE/COUNTY-  ID/CARIBOU
 NT0447  USGS QUAD   -  SODA SPRINGS (1982)
 NT0447
 NT0447                         *CURRENT SURVEY CONTROL
 NT0447  ___________________________________________________________________
 NT0447* NAD 83(1992)-  42 39 17.67953(N)    111 34 53.95027(W)     ADJUSTED  
 NT0447* NAVD 88     -      1777.479  (meters)    5831.61   (feet)  ADJUSTED  
 NT0447  ___________________________________________________________________
 NT0447  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 NT0447  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 NT0447  DYNAMIC HT  -        1776.245 (meters)    5827.56  (feet)  COMP
 NT0447  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 NT0447
 NT0447  HORZ ORDER  -  THIRD
 NT0447  VERT ORDER  -  SECOND    CLASS 0
 NT0447
 NT0447.The horizontal coordinates were established by classical geodetic methods
 NT0447.and adjusted by the National Geodetic Survey in February 1994..
 NT0447
 NT0447.The orthometric height was determined by differential leveling
 NT0447.and adjusted by the National Geodetic Survey in June 1991..
 NT0447
 NT0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0447
 NT0447.The geoid height was determined by GEOID03.
 NT0447
 NT0447.The dynamic height is computed by dividing the NAVD 88
 NT0447.geopotential number by the normal gravity value computed on the
 NT0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0447.degrees latitude (g = 980.6199 gals.).
 NT0447
 NT0447.The modeled gravity was interpolated from observed gravity values.
 NT0447
 NT0447;                    North         East     Units Scale Factor Converg.
 NT0447;SPC ID E     -   109,930.780   247,966.224   MT  0.99997566   +0 23 47.0
 NT0447;UTM  12      - 4,722,658.376   452,325.914   MT  0.99962796   -0 23 38.8
 NT0447
 NT0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0447!SPC ID E     -   0.99972323  x   0.99997566  =   0.99969889
 NT0447!UTM  12      -   0.99972323  x   0.99962796  =   0.99935129
 NT0447
 NT0447                          SUPERSEDED SURVEY CONTROL
 NT0447
 NT0447  NGVD 29 (??/??/92) 1776.271  (m)         5827.65   (f) ADJ UNCH    2 0
 NT0447
 NT0447.Superseded values are not recommended for survey control.
 NT0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0447.See file dsdata.txt to determine how the superseded data were derived.
 NT0447
 NT0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN5232622658(NAD 83)
 NT0447_MARKER: DB = BENCH MARK DISK
 NT0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0447_SP_SET: CONCRETE POST
 NT0447_STAMPING: F 48 1934
 NT0447_MARK LOGO: CGS   
 NT0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0447+STABILITY: SURFACE MOTION
 NT0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0447+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 NT0447
 NT0447  HISTORY     - Date     Condition        Report By
 NT0447  HISTORY     - 1934     MONUMENTED       CGS
 NT0447  HISTORY     - 19930621 SEE DESCRIPTION  NGS
 NT0447  HISTORY     - 20020907 GOOD             NGS
 NT0447  HISTORY     - 20060916 GOOD             JCLS
 NT0447
 NT0447                          STATION DESCRIPTION
 NT0447
 NT0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0447'1.3 MI E FROM SODA SPRINGS.
 NT0447'ABOUT 1.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NT0447'AT SODA SPRINGS, CARIBOU COUNTY, MIDWAY BETWEEN TWO SWITCHES OF A WYE,
 NT0447'78 FEET SOUTH OF A WIGWAG, AT A ROAD CROSSING, 30 FEET EAST OF THE
 NT0447'CENTER LINE OF THE ROAD, ABOUT 100 FEET SOUTH OF THE CENTER LINE OF
 NT0447'THE MAIN TRACK, 24 FEET WEST OF A POLE, 10 FEET NORTHWEST OF A
 NT0447'RIGHT-OF-WAY FENCE CORNER, AND 2 FEET WEST OF THE FENCE.  A STANDARD
 NT0447'DISK, STAMPED F 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NT0447
 NT0447                          STATION RECOVERY (1993)
 NT0447
 NT0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NT0447'THIS MARK WAS RECOVERED IN SOLID BUT IN A LEANNING POSITION AND ABOUT
 NT0447'5 MILLIMETERS OUT OF LEVEL.
 NT0447'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE ROUTE 34 IN
 NT0447'SODA SPRINGS.  GO EAST ON U.S. HIGHWAY 30 FOR 0.93 KM (0.58 MI) TO A
 NT0447'FORK. TAKE LEFT FORK AND CONTINUE EAST ON A PAVED ROAD FOR 0.40 KM
 NT0447'(0.25 MI) TO THE END OF A CURVE (JUST BEFORE THE TRACKS) AND THE MARK
 NT0447'ON THE RIGHT. LOCATED 9.2 M (30.2 FT) EAST FROM THE CENTER OF THE
 NT0447'ROAD, 30.6 M (100.4 FT) SOUTH OF THE SOUTH RAIL, 7.4 M (24.3 FT) WEST
 NT0447'OF A POLE, 3.1 M (10.2 FT) NORTHWEST OF A RIGHT-OF-WAY FENCE CORNER
 NT0447'AND 0.6 M (2.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 NT0447'MARK IS A 6-INCH SQUARE CONCRETE POST PROJECTING ABOUT 6-INCHES.
 NT0447
 NT0447                          STATION RECOVERY (2002)
 NT0447
 NT0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 NT0447'STATION IS JUST NORTH OF TELEGRAPH LINES.  THIS IS GRAVITY BASE
 NT0447'STATION 'SODA SPRINGS', DOD 2013-1, IGB 15621 , ALTHOUGH IT HAS TOO
 NT0447'NARROW A POST TO HOLD AN L+R GRAVIMETER.
 NT0447
 NT0447                          STATION RECOVERY (2006)
 NT0447
 NT0447'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (FJO)
 NT0447'MONUMENT HAS A SLIGHT LEAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0160 ***********************************************************************
 NU0160  DESIGNATION -  F 49
 NU0160  PID         -  NU0160
 NU0160  STATE/COUNTY-  ID/BANNOCK
 NU0160  USGS QUAD   -  MC CAMMON (1968)
 NU0160
 NU0160                         *CURRENT SURVEY CONTROL
 NU0160  ___________________________________________________________________
 NU0160* NAD 83(1986)-  42 37 38.     (N)    112 08 39.     (W)     SCALED    
 NU0160* NAVD 88     -      1488.340  (meters)    4883.00   (feet)  ADJUSTED  
 NU0160  ___________________________________________________________________
 NU0160  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 NU0160  DYNAMIC HT  -        1487.410 (meters)    4879.94  (feet)  COMP
 NU0160  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 NU0160
 NU0160  VERT ORDER  -  FIRST     CLASS II
 NU0160
 NU0160.The horizontal coordinates were scaled from a topographic map and have
 NU0160.an estimated accuracy of +/- 6 seconds.
 NU0160
 NU0160.The orthometric height was determined by differential leveling
 NU0160.and adjusted by the National Geodetic Survey in June 1991..
 NU0160
 NU0160.The geoid height was determined by GEOID03.
 NU0160
 NU0160.The dynamic height is computed by dividing the NAVD 88
 NU0160.geopotential number by the normal gravity value computed on the
 NU0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0160.degrees latitude (g = 980.6199 gals.).
 NU0160
 NU0160.The modeled gravity was interpolated from observed gravity values.
 NU0160
 NU0160;                    North         East    Units  Estimated Accuracy
 NU0160;SPC ID E     -   106,690.      201,850.      MT  (+/- 180 meters Scaled)
 NU0160
 NU0160                          SUPERSEDED SURVEY CONTROL
 NU0160
 NU0160  NGVD 29 (??/??/92) 1487.267  (m)         4879.48   (f) ADJ UNCH    1 2
 NU0160
 NU0160.Superseded values are not recommended for survey control.
 NU0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0160.See file dsdata.txt to determine how the superseded data were derived.
 NU0160
 NU0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN061200(NAD 83)
 NU0160_MARKER: DB = BENCH MARK DISK
 NU0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0160_SP_SET: CULVERT
 NU0160_STAMPING: F 49 1934
 NU0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0160
 NU0160  HISTORY     - Date     Condition        Report By
 NU0160  HISTORY     - 1934     MONUMENTED       CGS
 NU0160  HISTORY     - 1958     GOOD             NGS
 NU0160
 NU0160                          STATION DESCRIPTION
 NU0160
 NU0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0160'3.8 MI SE FROM MCCAMMON.
 NU0160'3.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0160'AT MCCAMMON, BANNOCK COUNTY, AT CULVERT 187.58, IN THE TOP OF THE
 NU0160'CONCRETE HEADWALL, AT A ROAD CROSSING, 30 FEET NORTHEAST OF THE
 NU0160'CENTERLINE OF THE ROAD, 12 FEET SOUTHEAST OF THE CENTERLINE OF THE
 NU0160'EAST-BOUND MAIN TRACK, 25 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 NU0160'AND 18 FEET WEST OF A POLE.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0510 ***********************************************************************
 OH0510  DESIGNATION -  F 5
 OH0510  PID         -  OH0510
 OH0510  STATE/COUNTY-  ID/CANYON
 OH0510  USGS QUAD   -  NAMPA (1971)
 OH0510
 OH0510                         *CURRENT SURVEY CONTROL
 OH0510  ___________________________________________________________________
 OH0510* NAD 83(1986)-  43 34 43.     (N)    116 33 35.     (W)     SCALED    
 OH0510* NAVD 88     -       759.972  (meters)    2493.34   (feet)  ADJUSTED  
 OH0510  ___________________________________________________________________
 OH0510  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 OH0510  DYNAMIC HT  -         759.708 (meters)    2492.48  (feet)  COMP
 OH0510  MODELED GRAV-     980,247.2   (mgal)                       NAVD 88
 OH0510
 OH0510  VERT ORDER  -  FIRST     CLASS II
 OH0510
 OH0510.The horizontal coordinates were scaled from a topographic map and have
 OH0510.an estimated accuracy of +/- 6 seconds.
 OH0510
 OH0510.The orthometric height was determined by differential leveling
 OH0510.and adjusted by the National Geodetic Survey in June 1991..
 OH0510.WARNING-Repeat measurements at this control monument indicate possible
 OH0510.vertical movement.
 OH0510
 OH0510.The geoid height was determined by GEOID03.
 OH0510
 OH0510.The dynamic height is computed by dividing the NAVD 88
 OH0510.geopotential number by the normal gravity value computed on the
 OH0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0510.degrees latitude (g = 980.6199 gals.).
 OH0510
 OH0510.The modeled gravity was interpolated from observed gravity values.
 OH0510
 OH0510;                    North         East    Units  Estimated Accuracy
 OH0510;SPC ID W     -   212,690.      734,600.      MT  (+/- 180 meters Scaled)
 OH0510
 OH0510                          SUPERSEDED SURVEY CONTROL
 OH0510
 OH0510  NGVD 29 (??/??/92)  759.040  (m)         2490.28   (f) ADJ UNCH    1 2
 OH0510
 OH0510.Superseded values are not recommended for survey control.
 OH0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0510.See file dsdata.txt to determine how the superseded data were derived.
 OH0510
 OH0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ355251(NAD 83)
 OH0510_MARKER: X = CHISELED CROSS
 OH0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0510_SP_SET: BUILDING
 OH0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0510
 OH0510  HISTORY     - Date     Condition        Report By
 OH0510  HISTORY     - UNK      MONUMENTED       CGS
 OH0510  HISTORY     - 1937     GOOD             NGS
 OH0510  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0510  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0510
 OH0510                          STATION DESCRIPTION
 OH0510
 OH0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OH0510'IN NAMPA.
 OH0510'AT NAMPA, CANYON COUNTY, ON THE SOUTHEAST SIDE OF TWELFTH STREET
 OH0510'SOUTH, 15 FEET NORTHEAST OF THE LEFT ENTRANCE TO THE F.W. WOOLWORTH
 OH0510'BUILDING, IN THE BRICK WALL OF THE STOLLE DRUG CO. BUILDING, 12 FEET
 OH0510'NORTHWEST OF THE REAR ENTRANCE, 1 FOOT NORTHEAST OF THE ENTRANCE TO
 OH0510'THE STAIRS LEADING TO THE SECOND FLOOR, AND ABOUT 4 FEET HIGHER THAN
 OH0510'THE SIDEWALK.  A CROSS ON THE END OF A COPPER BOLT.
 OH0510
 OH0510                          STATION RECOVERY (1979)
 OH0510
 OH0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0510'MARK NOT FOUND.
 OH0510
 OH0510                          STATION RECOVERY (1983)
 OH0510
 OH0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0510'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0555 ***********************************************************************
 PZ0555  DESIGNATION -  F 50
 PZ0555  PID         -  PZ0555
 PZ0555  STATE/COUNTY-  ID/LEMHI
 PZ0555  USGS QUAD   -  MAY (1989)
 PZ0555
 PZ0555                         *CURRENT SURVEY CONTROL
 PZ0555  ___________________________________________________________________
 PZ0555* NAD 83(1986)-  44 33 40.     (N)    113 53 44.     (W)     SCALED    
 PZ0555* NAVD 88     -      1537.541  (meters)    5044.42   (feet)  ADJUSTED  
 PZ0555  ___________________________________________________________________
 PZ0555  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 PZ0555  DYNAMIC HT  -        1536.743 (meters)    5041.80  (feet)  COMP
 PZ0555  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 PZ0555
 PZ0555  VERT ORDER  -  SECOND    CLASS 0
 PZ0555
 PZ0555.The horizontal coordinates were scaled from a topographic map and have
 PZ0555.an estimated accuracy of +/- 6 seconds.
 PZ0555
 PZ0555.The orthometric height was determined by differential leveling
 PZ0555.and adjusted by the National Geodetic Survey in June 1991..
 PZ0555
 PZ0555.The geoid height was determined by GEOID03.
 PZ0555
 PZ0555.The dynamic height is computed by dividing the NAVD 88
 PZ0555.geopotential number by the normal gravity value computed on the
 PZ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0555.degrees latitude (g = 980.6199 gals.).
 PZ0555
 PZ0555.The modeled gravity was interpolated from observed gravity values.
 PZ0555
 PZ0555;                    North         East    Units  Estimated Accuracy
 PZ0555;SPC ID C     -   321,550.      508,300.      MT  (+/- 180 meters Scaled)
 PZ0555
 PZ0555                          SUPERSEDED SURVEY CONTROL
 PZ0555
 PZ0555  NGVD 29 (??/??/92) 1536.301  (m)         5040.35   (f) ADJ UNCH    2 0
 PZ0555
 PZ0555.Superseded values are not recommended for survey control.
 PZ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0555.See file dsdata.txt to determine how the superseded data were derived.
 PZ0555
 PZ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ700382(NAD 83)
 PZ0555_MARKER: DB = BENCH MARK DISK
 PZ0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0555_STAMPING: F 50 1948
 PZ0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0555+STABILITY: SURFACE MOTION
 PZ0555
 PZ0555  HISTORY     - Date     Condition        Report By
 PZ0555  HISTORY     - 1948     MONUMENTED       CGS
 PZ0555
 PZ0555                          STATION DESCRIPTION
 PZ0555
 PZ0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0555'3.7 MI SE FROM MAY.
 PZ0555'3.7 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE RANGER STATION
 PZ0555'AT MAY, ABOUT 68.0 FEET NORTH OF THE NORTHEAST CORNER OF A WOODEN
 PZ0555'BRIDGE OVER A SMALL CREEK, 24.0 FEET EAST OF THE CENTER LINE OF THE
 PZ0555'ROAD, 20.0 FEET NORTH OF THE CENTER LINE OF A LARGE POLE GATE, 2.0
 PZ0555'FEET WEST OF A NORTH-SOUTH FENCE LINE, 2.2 FEET EAST OF A WITNESS
 PZ0555'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 PZ0555'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0510 ***********************************************************************
 PZ0510  DESIGNATION -  F 51
 PZ0510  PID         -  PZ0510
 PZ0510  STATE/COUNTY-  ID/CUSTER
 PZ0510  USGS QUAD   -  DONKEY CREEK (1989)
 PZ0510
 PZ0510                         *CURRENT SURVEY CONTROL
 PZ0510  ___________________________________________________________________
 PZ0510* NAD 83(1986)-  44 20 09.     (N)    113 34 27.     (W)     SCALED    
 PZ0510* NAVD 88     -      1981.205  (meters)    6500.00   (feet)  ADJUSTED  
 PZ0510  ___________________________________________________________________
 PZ0510  GEOID HEIGHT-         -11.22  (meters)                     GEOID03
 PZ0510  DYNAMIC HT  -        1980.023 (meters)    6496.13  (feet)  COMP
 PZ0510  MODELED GRAV-     979,950.9   (mgal)                       NAVD 88
 PZ0510
 PZ0510  VERT ORDER  -  SECOND    CLASS 0
 PZ0510
 PZ0510.The horizontal coordinates were scaled from a topographic map and have
 PZ0510.an estimated accuracy of +/- 6 seconds.
 PZ0510
 PZ0510.The orthometric height was determined by differential leveling
 PZ0510.and adjusted by the National Geodetic Survey in June 1991..
 PZ0510
 PZ0510.The geoid height was determined by GEOID03.
 PZ0510
 PZ0510.The dynamic height is computed by dividing the NAVD 88
 PZ0510.geopotential number by the normal gravity value computed on the
 PZ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0510.degrees latitude (g = 980.6199 gals.).
 PZ0510
 PZ0510.The modeled gravity was interpolated from observed gravity values.
 PZ0510
 PZ0510;                    North         East    Units  Estimated Accuracy
 PZ0510;SPC ID C     -   296,600.      533,960.      MT  (+/- 180 meters Scaled)
 PZ0510
 PZ0510                          SUPERSEDED SURVEY CONTROL
 PZ0510
 PZ0510  NGVD 29 (??/??/92) 1979.854  (m)         6495.57   (f) ADJ UNCH    2 0
 PZ0510
 PZ0510.Superseded values are not recommended for survey control.
 PZ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0510.See file dsdata.txt to determine how the superseded data were derived.
 PZ0510
 PZ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ947123(NAD 83)
 PZ0510_MARKER: DB = BENCH MARK DISK
 PZ0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0510_STAMPING: F 51 1948
 PZ0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0510+STABILITY: SURFACE MOTION
 PZ0510
 PZ0510  HISTORY     - Date     Condition        Report By
 PZ0510  HISTORY     - 1948     MONUMENTED       CGS
 PZ0510
 PZ0510                          STATION DESCRIPTION
 PZ0510
 PZ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0510'22.0 MI NW FROM CLYDE.
 PZ0510'22.0 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0510'CLYDE, ON THE WEST SLOPE OF A LONG GRADE, ABOUT 1.1 MILES NORTH WEST
 PZ0510'OF THE Y INTERSECTION OF THE PAHSIMEROI ROAD AND A DIRT ROAD LEADING
 PZ0510'SOUTHEAST TO THE SUMMIT RANCH, 47.0 FEET NORTH OF THE CENTER LINE OF
 PZ0510'THE ROAD, 3.3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 PZ0510'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0512 ***********************************************************************
 PZ0512  DESIGNATION -  F 52
 PZ0512  PID         -  PZ0512
 PZ0512  STATE/COUNTY-  ID/CUSTER
 PZ0512  USGS QUAD   -  DONKEY CREEK (1989)
 PZ0512
 PZ0512                         *CURRENT SURVEY CONTROL
 PZ0512  ___________________________________________________________________
 PZ0512* NAD 83(1986)-  44 19 19.     (N)    113 32 26.     (W)     SCALED    
 PZ0512* NAVD 88     -      2031.684  (meters)    6665.62   (feet)  ADJUSTED  
 PZ0512  ___________________________________________________________________
 PZ0512  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 PZ0512  DYNAMIC HT  -        2030.448 (meters)    6661.56  (feet)  COMP
 PZ0512  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 PZ0512
 PZ0512  VERT ORDER  -  SECOND    CLASS 0
 PZ0512
 PZ0512.The horizontal coordinates were scaled from a topographic map and have
 PZ0512.an estimated accuracy of +/- 6 seconds.
 PZ0512
 PZ0512.The orthometric height was determined by differential leveling
 PZ0512.and adjusted by the National Geodetic Survey in June 1991..
 PZ0512
 PZ0512.The geoid height was determined by GEOID03.
 PZ0512
 PZ0512.The dynamic height is computed by dividing the NAVD 88
 PZ0512.geopotential number by the normal gravity value computed on the
 PZ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0512.degrees latitude (g = 980.6199 gals.).
 PZ0512
 PZ0512.The modeled gravity was interpolated from observed gravity values.
 PZ0512
 PZ0512;                    North         East    Units  Estimated Accuracy
 PZ0512;SPC ID C     -   295,070.      536,650.      MT  (+/- 180 meters Scaled)
 PZ0512
 PZ0512                          SUPERSEDED SURVEY CONTROL
 PZ0512
 PZ0512  NGVD 29 (??/??/92) 2030.316  (m)         6661.13   (f) ADJ UNCH    2 0
 PZ0512
 PZ0512.Superseded values are not recommended for survey control.
 PZ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0512.See file dsdata.txt to determine how the superseded data were derived.
 PZ0512
 PZ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ974107(NAD 83)
 PZ0512_MARKER: DB = BENCH MARK DISK
 PZ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0512_STAMPING: F 52 1948
 PZ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0512+STABILITY: SURFACE MOTION
 PZ0512
 PZ0512  HISTORY     - Date     Condition        Report By
 PZ0512  HISTORY     - 1948     MONUMENTED       CGS
 PZ0512
 PZ0512                          STATION DESCRIPTION
 PZ0512
 PZ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0512'20.1 MI NW FROM CLYDE.
 PZ0512'20.1 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0512'CLYDE, AT A FENCE CORNER, 32.0 FEET SOUTHWEST OF THE CENTER LINE OF
 PZ0512'THE ROAD, 3.0 FEET NORTH OF THE CORNER FENCE POST, 2.5 FEET WEST OF A
 PZ0512'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 PZ0512'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0433 ***********************************************************************
 PZ0433  DESIGNATION -  F 53
 PZ0433  PID         -  PZ0433
 PZ0433  STATE/COUNTY-  ID/BUTTE
 PZ0433  USGS QUAD   -  BADGER CREEK (1987)
 PZ0433
 PZ0433                         *CURRENT SURVEY CONTROL
 PZ0433  ___________________________________________________________________
 PZ0433* NAD 83(1986)-  44 03 28.     (N)    113 13 18.     (W)     SCALED    
 PZ0433* NAVD 88     -      1723.460  (meters)    5654.39   (feet)  ADJUSTED  
 PZ0433  ___________________________________________________________________
 PZ0433  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 PZ0433  DYNAMIC HT  -        1722.470 (meters)    5651.14  (feet)  COMP
 PZ0433  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 PZ0433
 PZ0433  VERT ORDER  -  SECOND    CLASS 0
 PZ0433
 PZ0433.The horizontal coordinates were scaled from a topographic map and have
 PZ0433.an estimated accuracy of +/- 6 seconds.
 PZ0433
 PZ0433.The orthometric height was determined by differential leveling
 PZ0433.and adjusted by the National Geodetic Survey in June 1991..
 PZ0433
 PZ0433.The geoid height was determined by GEOID03.
 PZ0433
 PZ0433.The dynamic height is computed by dividing the NAVD 88
 PZ0433.geopotential number by the normal gravity value computed on the
 PZ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0433.degrees latitude (g = 980.6199 gals.).
 PZ0433
 PZ0433.The modeled gravity was interpolated from observed gravity values.
 PZ0433
 PZ0433;                    North         East    Units  Estimated Accuracy
 PZ0433;SPC ID C     -   265,910.      562,360.      MT  (+/- 180 meters Scaled)
 PZ0433
 PZ0433                          SUPERSEDED SURVEY CONTROL
 PZ0433
 PZ0433  NGVD 29 (??/??/92) 1722.253  (m)         5650.43   (f) ADJ UNCH    2 0
 PZ0433
 PZ0433.Superseded values are not recommended for survey control.
 PZ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0433.See file dsdata.txt to determine how the superseded data were derived.
 PZ0433
 PZ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP220806(NAD 83)
 PZ0433_MARKER: DB = BENCH MARK DISK
 PZ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0433_STAMPING: F 53 1948
 PZ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0433+STABILITY: SURFACE MOTION
 PZ0433
 PZ0433  HISTORY     - Date     Condition        Report By
 PZ0433  HISTORY     - 1948     MONUMENTED       CGS
 PZ0433  HISTORY     - 1983     MARK NOT FOUND   USGS
 PZ0433
 PZ0433                          STATION DESCRIPTION
 PZ0433
 PZ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0433'6.3 MI SE FROM CLYDE.
 PZ0433'6.3 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0433'CLYDE, ABOUT 0.4 MILE SOUTHEAST OF A RANCH HOUSE, ABOUT 0.1 MILE
 PZ0433'SOUTHEAST OF A CURVE, 33.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PZ0433'ROAD, 3.2 FEET NORTHWEST OF A WITNESS POST, 1.5 FEET NORTHEAST OF A
 PZ0433'FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 PZ0433'ABOVE THE GROUND.
 PZ0433
 PZ0433                          STATION RECOVERY (1983)
 PZ0433
 PZ0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0541 ***********************************************************************
 OY0541  DESIGNATION -  F 54
 OY0541  PID         -  OY0541
 OY0541  STATE/COUNTY-  ID/BUTTE
 OY0541  USGS QUAD   -  HOWE NW (1969)
 OY0541
 OY0541                         *CURRENT SURVEY CONTROL
 OY0541  ___________________________________________________________________
 OY0541* NAD 83(1986)-  43 57 16.     (N)    113 08 25.     (W)     SCALED    
 OY0541* NAVD 88     -      1614.854  (meters)    5298.07   (feet)  ADJUSTED  
 OY0541  ___________________________________________________________________
 OY0541  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 OY0541  DYNAMIC HT  -        1613.943 (meters)    5295.08  (feet)  COMP
 OY0541  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 OY0541
 OY0541  VERT ORDER  -  SECOND    CLASS 0
 OY0541
 OY0541.The horizontal coordinates were scaled from a topographic map and have
 OY0541.an estimated accuracy of +/- 6 seconds.
 OY0541
 OY0541.The orthometric height was determined by differential leveling
 OY0541.and adjusted by the National Geodetic Survey in June 1991..
 OY0541
 OY0541.The geoid height was determined by GEOID03.
 OY0541
 OY0541.The dynamic height is computed by dividing the NAVD 88
 OY0541.geopotential number by the normal gravity value computed on the
 OY0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0541.degrees latitude (g = 980.6199 gals.).
 OY0541
 OY0541.The modeled gravity was interpolated from observed gravity values.
 OY0541
 OY0541;                    North         East    Units  Estimated Accuracy
 OY0541;SPC ID C     -   254,490.      569,000.      MT  (+/- 180 meters Scaled)
 OY0541
 OY0541                          SUPERSEDED SURVEY CONTROL
 OY0541
 OY0541  NGVD 29 (??/??/92) 1613.684  (m)         5294.23   (f) ADJ UNCH    2 0
 OY0541
 OY0541.Superseded values are not recommended for survey control.
 OY0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0541.See file dsdata.txt to determine how the superseded data were derived.
 OY0541
 OY0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP282690(NAD 83)
 OY0541_MARKER: DB = BENCH MARK DISK
 OY0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0541_STAMPING: F 54 1948
 OY0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0541+STABILITY: SURFACE MOTION
 OY0541
 OY0541  HISTORY     - Date     Condition        Report By
 OY0541  HISTORY     - 1948     MONUMENTED       CGS
 OY0541
 OY0541                          STATION DESCRIPTION
 OY0541
 OY0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0541'13.5 MI NW FROM HOWE.
 OY0541'ABOUT 13.5 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE POST
 OY0541'OFFICE AT HOWE, ABOUT 0.4 MILE SOUTHEAST OF A DIRT ROAD LEADING EAST,
 OY0541'108.0 FEET SOUTHWEST OF THE CENTER LINE OF THE PAHSIMEROI ROAD, 4.7
 OY0541'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OY0541'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0565 ***********************************************************************
 OY0565  DESIGNATION -  F 55
 OY0565  PID         -  OY0565
 OY0565  STATE/COUNTY-  ID/CUSTER
 OY0565  USGS QUAD   -  METHODIST CREEK (1969)
 OY0565
 OY0565                         *CURRENT SURVEY CONTROL
 OY0565  ___________________________________________________________________
 OY0565* NAD 83(1986)-  43 57 09.     (N)    113 26 41.     (W)     SCALED    
 OY0565* NAVD 88     -      1952.831  (meters)    6406.91   (feet)  ADJUSTED  
 OY0565  ___________________________________________________________________
 OY0565  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 OY0565  DYNAMIC HT  -        1951.597 (meters)    6402.86  (feet)  COMP
 OY0565  MODELED GRAV-     979,917.7   (mgal)                       NAVD 88
 OY0565
 OY0565  VERT ORDER  -  SECOND    CLASS 0
 OY0565
 OY0565.The horizontal coordinates were scaled from a topographic map and have
 OY0565.an estimated accuracy of +/- 6 seconds.
 OY0565
 OY0565.The orthometric height was determined by differential leveling
 OY0565.and adjusted by the National Geodetic Survey in June 1991..
 OY0565
 OY0565.The geoid height was determined by GEOID03.
 OY0565
 OY0565.The dynamic height is computed by dividing the NAVD 88
 OY0565.geopotential number by the normal gravity value computed on the
 OY0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0565.degrees latitude (g = 980.6199 gals.).
 OY0565
 OY0565.The modeled gravity was interpolated from observed gravity values.
 OY0565
 OY0565;                    North         East    Units  Estimated Accuracy
 OY0565;SPC ID C     -   254,070.      544,570.      MT  (+/- 180 meters Scaled)
 OY0565
 OY0565                          SUPERSEDED SURVEY CONTROL
 OY0565
 OY0565  NGVD 29 (??/??/92) 1951.546  (m)         6402.70   (f) ADJ UNCH    2 0
 OY0565
 OY0565.Superseded values are not recommended for survey control.
 OY0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0565.See file dsdata.txt to determine how the superseded data were derived.
 OY0565
 OY0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP038695(NAD 83)
 OY0565_MARKER: DB = BENCH MARK DISK
 OY0565_SETTING: 66 = SET IN ROCK OUTCROP
 OY0565_SP_SET: ROCK BLUFF
 OY0565_STAMPING: F 55 1948
 OY0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0565+STABILITY: POSITION/ELEVATION WELL
 OY0565
 OY0565  HISTORY     - Date     Condition        Report By
 OY0565  HISTORY     - 1948     MONUMENTED       CGS
 OY0565
 OY0565                          STATION DESCRIPTION
 OY0565
 OY0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0565'7.2 MI N FROM LESLIE.
 OY0565'ABOUT 7.2 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE POST OFFICE
 OY0565'AT LESLIE, IN THE PASS CREEK GORGE, 37.0 FEET EAST OF THE CENTER LINE
 OY0565'OF THE ROAD, 31.5 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL WOODEN
 OY0565'BRIDGE OVER PASS CREEK, SET VERTICALLY IN THE WEST FACE OF A ROCK
 OY0565'BLUFF AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0362 ***********************************************************************
 PZ0362  DESIGNATION -  F 56
 PZ0362  PID         -  PZ0362
 PZ0362  STATE/COUNTY-  ID/LEMHI
 PZ0362  USGS QUAD   -  GILMORE SUMMIT (1987)
 PZ0362
 PZ0362                         *CURRENT SURVEY CONTROL
 PZ0362  ___________________________________________________________________
 PZ0362* NAD 83(1986)-  44 22 31.     (N)    113 12 32.     (W)     SCALED    
 PZ0362* NAVD 88     -      2127.249  (meters)    6979.15   (feet)  ADJUSTED  
 PZ0362  ___________________________________________________________________
 PZ0362  GEOID HEIGHT-         -10.74  (meters)                     GEOID03
 PZ0362  DYNAMIC HT  -        2125.933 (meters)    6974.83  (feet)  COMP
 PZ0362  MODELED GRAV-     979,923.2   (mgal)                       NAVD 88
 PZ0362
 PZ0362  VERT ORDER  -  SECOND    CLASS 0
 PZ0362
 PZ0362.The horizontal coordinates were scaled from a topographic map and have
 PZ0362.an estimated accuracy of +/- 6 seconds.
 PZ0362
 PZ0362.The orthometric height was determined by differential leveling
 PZ0362.and adjusted by the National Geodetic Survey in June 1991..
 PZ0362
 PZ0362.The geoid height was determined by GEOID03.
 PZ0362
 PZ0362.The dynamic height is computed by dividing the NAVD 88
 PZ0362.geopotential number by the normal gravity value computed on the
 PZ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0362.degrees latitude (g = 980.6199 gals.).
 PZ0362
 PZ0362.The modeled gravity was interpolated from observed gravity values.
 PZ0362
 PZ0362;                    North         East    Units  Estimated Accuracy
 PZ0362;SPC ID C     -   301,200.      563,050.      MT  (+/- 180 meters Scaled)
 PZ0362
 PZ0362                          SUPERSEDED SURVEY CONTROL
 PZ0362
 PZ0362  NGVD 29 (??/??/92) 2125.835  (m)         6974.51   (f) ADJ UNCH    2 0
 PZ0362
 PZ0362.Superseded values are not recommended for survey control.
 PZ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0362.See file dsdata.txt to determine how the superseded data were derived.
 PZ0362
 PZ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ240159(NAD 83)
 PZ0362_MARKER: DB = BENCH MARK DISK
 PZ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0362_STAMPING: F 56 1948
 PZ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0362+STABILITY: SURFACE MOTION
 PZ0362
 PZ0362  HISTORY     - Date     Condition        Report By
 PZ0362  HISTORY     - 1948     MONUMENTED       CGS
 PZ0362  HISTORY     - 1953     GOOD             NGS
 PZ0362  HISTORY     - 1983     GOOD             USGS
 PZ0362
 PZ0362                          STATION DESCRIPTION
 PZ0362
 PZ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0362'8.7 MI SE FROM GILMORE.
 PZ0362'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 PZ0362'GILMORE, THENCE 1.4 MILES WEST ALONG THE SPRING CANYON ROAD, ON THE
 PZ0362'EAST SLOPE OF A GRADE, 67.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PZ0362'ROAD, 3.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 PZ0362'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PZ0362
 PZ0362                          STATION RECOVERY (1953)
 PZ0362
 PZ0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PZ0362'RECOVERED IN GOOD CONDITION.
 PZ0362
 PZ0362                          STATION RECOVERY (1983)
 PZ0362
 PZ0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0362'22.9 MILES SOUTH ALONG STATE ROUTE 28 FROM THE POST OFFICE AT
 PZ0362'LEADORE, THEN 1.4 MILES SOUTHWEST ALONG THE SPRING MNT. CANYON-HAHN
 PZ0362'TOWNSITE ROAD, AND 75 FT. SOUTH OF ROAD'S CENTERLINE, A STANDARD DISK
 PZ0362'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FT. ABOVE THE
 PZ0362'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0463 ***********************************************************************
 OY0463  DESIGNATION -  F 57
 OY0463  PID         -  OY0463
 OY0463  STATE/COUNTY-  ID/JEFFERSON
 OY0463  USGS QUAD   -  CIRCULAR BUTTE NW (1969)
 OY0463
 OY0463                         *CURRENT SURVEY CONTROL
 OY0463  ___________________________________________________________________
 OY0463* NAD 83(1986)-  43 57 45.     (N)    112 41 26.     (W)     SCALED    
 OY0463* NAVD 88     -      1504.457  (meters)    4935.87   (feet)  ADJUSTED  
 OY0463  ___________________________________________________________________
 OY0463  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 OY0463  DYNAMIC HT  -        1503.722 (meters)    4933.46  (feet)  COMP
 OY0463  MODELED GRAV-     980,076.5   (mgal)                       NAVD 88
 OY0463
 OY0463  VERT ORDER  -  FIRST     CLASS II
 OY0463
 OY0463.The horizontal coordinates were scaled from a topographic map and have
 OY0463.an estimated accuracy of +/- 6 seconds.
 OY0463
 OY0463.The orthometric height was determined by differential leveling
 OY0463.and adjusted by the National Geodetic Survey in December 1992..
 OY0463
 OY0463.The geoid height was determined by GEOID03.
 OY0463
 OY0463.The dynamic height is computed by dividing the NAVD 88
 OY0463.geopotential number by the normal gravity value computed on the
 OY0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0463.degrees latitude (g = 980.6199 gals.).
 OY0463
 OY0463.The modeled gravity was interpolated from observed gravity values.
 OY0463
 OY0463;                    North         East    Units  Estimated Accuracy
 OY0463;SPC ID E     -   255,160.      157,960.      MT  (+/- 180 meters Scaled)
 OY0463
 OY0463                          SUPERSEDED SURVEY CONTROL
 OY0463
 OY0463  NAVD 88 (06/15/91) 1504.462  (m)         4935.89   (f) UNKNOWN     1 2
 OY0463  NGVD 29 (08/20/92) 1503.380  (m)         4932.34   (f) ADJUSTED    1 2
 OY0463
 OY0463.Superseded values are not recommended for survey control.
 OY0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0463.See file dsdata.txt to determine how the superseded data were derived.
 OY0463
 OY0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP643690(NAD 83)
 OY0463_MARKER: DB = BENCH MARK DISK
 OY0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0463_SP_SET: CONCRETE POST
 OY0463_STAMPING: F 57 1948
 OY0463_MARK LOGO: CGS   
 OY0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0463+STABILITY: SURFACE MOTION
 OY0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0463+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 OY0463
 OY0463  HISTORY     - Date     Condition        Report By
 OY0463  HISTORY     - 1948     MONUMENTED       CGS
 OY0463  HISTORY     - 19920324 GOOD             NGS
 OY0463  HISTORY     - 20010522 GOOD             IDTD
 OY0463
 OY0463                          STATION DESCRIPTION
 OY0463
 OY0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0463'15.5 MI NW FROM TERRETON.
 OY0463'ABOUT 15.5 MILES NORTHWEST ALONG STATE HIGHWAY NO. 28 FROM THE POST
 OY0463'OFFICE AT TERRETON, ON THE SOUTHEAST SLOPE OF A GRADE, 57.0 FEET
 OY0463'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.4 FEET NORTHWEST OF A
 OY0463'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OY0463'ABOVE THE GROUND.
 OY0463
 OY0463                          STATION RECOVERY (1992)
 OY0463
 OY0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0463'4.9 KM (3.05 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 OY0463'IN TERRETON, THENCE 20.5 KM (12.75 MI) NORTHWESTERLY ALONG STATE
 OY0463'HIGHWAY 28 (SALMON HIGHWAY), 0.5 KM (0.30 MI) SOUTHEAST OF THE
 OY0463'BUTTE-JEFFERSON COUNTY LINE, 19.2 M (63.0 FT) NORTHEAST OF AND LEVEL
 OY0463'WITH THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) NORTHWEST OF A 4 BY
 OY0463'4-INCH POST, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND THE
 OY0463'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OY0463
 OY0463                          STATION RECOVERY (2001)
 OY0463
 OY0463'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JW)
 OY0463'FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 33, WEST OF MUD LAKE,
 OY0463'PROCEED NORTHWEST ON SH-28 FOR 12.768 MILES TO MILEPOST 27.918 AND THE
 OY0463'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0143 ***********************************************************************
 OY0143  DESIGNATION -  F 58
 OY0143  PID         -  OY0143
 OY0143  STATE/COUNTY-  ID/JEFFERSON
 OY0143  USGS QUAD   -  ROBERTS (1979)
 OY0143
 OY0143                         *CURRENT SURVEY CONTROL
 OY0143  ___________________________________________________________________
 OY0143* NAD 83(1986)-  43 44 48.     (N)    112 07 38.     (W)     SCALED    
 OY0143* NAVD 88     -      1455.075  (meters)    4773.86   (feet)  ADJUSTED  
 OY0143  ___________________________________________________________________
 OY0143  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY0143  DYNAMIC HT  -        1454.362 (meters)    4771.52  (feet)  COMP
 OY0143  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 OY0143
 OY0143  VERT ORDER  -  SECOND    CLASS 0
 OY0143
 OY0143.The horizontal coordinates were scaled from a topographic map and have
 OY0143.an estimated accuracy of +/- 6 seconds.
 OY0143
 OY0143.The orthometric height was determined by differential leveling
 OY0143.and adjusted by the National Geodetic Survey in June 1991..
 OY0143
 OY0143.The geoid height was determined by GEOID03.
 OY0143
 OY0143.The dynamic height is computed by dividing the NAVD 88
 OY0143.geopotential number by the normal gravity value computed on the
 OY0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0143.degrees latitude (g = 980.6199 gals.).
 OY0143
 OY0143.The modeled gravity was interpolated from observed gravity values.
 OY0143
 OY0143;                    North         East    Units  Estimated Accuracy
 OY0143;SPC ID E     -   231,050.      203,180.      MT  (+/- 180 meters Scaled)
 OY0143
 OY0143                          SUPERSEDED SURVEY CONTROL
 OY0143
 OY0143  NGVD 29 (??/??/92) 1454.010  (m)         4770.36   (f) ADJ UNCH    2 0
 OY0143
 OY0143.Superseded values are not recommended for survey control.
 OY0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0143.See file dsdata.txt to determine how the superseded data were derived.
 OY0143
 OY0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP092443(NAD 83)
 OY0143_MARKER: DB = BENCH MARK DISK
 OY0143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0143_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0143_STAMPING: F 58 1948
 OY0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0143
 OY0143  HISTORY     - Date     Condition        Report By
 OY0143  HISTORY     - 1948     MONUMENTED       CGS
 OY0143  HISTORY     - 1963     POOR             USGS
 OY0143
 OY0143                          STATION DESCRIPTION
 OY0143
 OY0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0143'2.0 MI N FROM ROBERTS.
 OY0143'ABOUT 2.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0143'STATION AT ROBERTS, ABOUT 30 RAILS SOUTH OF MILEPOST NO. 204, 90.0
 OY0143'FEET WEST OF THE WEST RAIL, 1.9 FEET SOUTH OF A WITNESS POST, 1.5 FEET
 OY0143'EAST OF A NORTH-SOUTH FENCE LINE, A BRONZE DISK WELDED TO THE TOP OF A
 OY0143'3 1/2 INCH IRON PIPE PROJECTING SET IN CONCRETE AND PROJECTING 0.4
 OY0143'FOOT ABOVE THE GROUND.
 OY0143
 OY0143                          STATION RECOVERY (1963)
 OY0143
 OY0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OY0143'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0402 ***********************************************************************
 OY0402  DESIGNATION -  F 59
 OY0402  PID         -  OY0402
 OY0402  STATE/COUNTY-  ID/BINGHAM
 OY0402  USGS QUAD   -  MORELAND (1971)
 OY0402
 OY0402                         *CURRENT SURVEY CONTROL
 OY0402  ___________________________________________________________________
 OY0402* NAD 83(1986)-  43 13 32.     (N)    112 28 36.     (W)     SCALED    
 OY0402* NAVD 88     -      1364.014  (meters)    4475.10   (feet)  ADJUSTED  
 OY0402  ___________________________________________________________________
 OY0402  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 OY0402  DYNAMIC HT  -        1363.283 (meters)    4472.70  (feet)  COMP
 OY0402  MODELED GRAV-     980,036.9   (mgal)                       NAVD 88
 OY0402
 OY0402  VERT ORDER  -  FIRST     CLASS II
 OY0402
 OY0402.The horizontal coordinates were scaled from a topographic map and have
 OY0402.an estimated accuracy of +/- 6 seconds.
 OY0402
 OY0402.The orthometric height was determined by differential leveling
 OY0402.and adjusted by the National Geodetic Survey in December 1992..
 OY0402
 OY0402.The geoid height was determined by GEOID03.
 OY0402
 OY0402.The dynamic height is computed by dividing the NAVD 88
 OY0402.geopotential number by the normal gravity value computed on the
 OY0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0402.degrees latitude (g = 980.6199 gals.).
 OY0402
 OY0402.The modeled gravity was interpolated from observed gravity values.
 OY0402
 OY0402;                    North         East    Units  Estimated Accuracy
 OY0402;SPC ID E     -   173,200.      174,820.      MT  (+/- 180 meters Scaled)
 OY0402
 OY0402                          SUPERSEDED SURVEY CONTROL
 OY0402
 OY0402  NAVD 88 (06/15/91) 1364.035  (m)         4475.17   (f) UNKNOWN     1 2
 OY0402  NGVD 29 (08/20/92) 1362.982  (m)         4471.72   (f) ADJUSTED    1 2
 OY0402
 OY0402.Superseded values are not recommended for survey control.
 OY0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0402.See file dsdata.txt to determine how the superseded data were derived.
 OY0402
 OY0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN800869(NAD 83)
 OY0402_MARKER: DB = BENCH MARK DISK
 OY0402_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OY0402_SP_SET: CURB
 OY0402_STAMPING: F 59 1948
 OY0402_MARK LOGO: CGS   
 OY0402_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0402+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0402
 OY0402  HISTORY     - Date     Condition        Report By
 OY0402  HISTORY     - 1948     MONUMENTED       CGS
 OY0402  HISTORY     - 1958     GOOD             NGS
 OY0402  HISTORY     - 19920619 GOOD             NGS
 OY0402
 OY0402                          STATION DESCRIPTION
 OY0402
 OY0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0402'7.6 MI NW FROM BLACKFOOT.
 OY0402'7.6 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0402'AT BLACKFOOT, AT RAILROAD MILEAGE 7.43, IN THE TOP AND 6 1/2 FEET
 OY0402'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE CURB OF A
 OY0402'HIGHWAY BRIDGE, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE BRIDGE,
 OY0402'AND 0.8 FOOT HIGHER THAN THE ROAD.
 OY0402
 OY0402                          STATION RECOVERY (1992)
 OY0402
 OY0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0402'9.8 KM (6.10 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0402'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, IN TOP OF AND 1.9
 OY0402'M (6.2 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CURB OF A
 OY0402'BRIDGE SPANNING ABERDEEN CANAL, 36.0 M (118.1 FT) NORTHEAST OF THE
 OY0402'NEAR RAIL, 3.2 M (10.5 FT) SOUTHWEST OF THE CENTER OF TABOR ROAD, AND
 OY0402'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0462 ***********************************************************************
 RY0462  DESIGNATION -  F 59
 RY0462  PID         -  RY0462
 RY0462  STATE/COUNTY-  ID/IDAHO
 RY0462  USGS QUAD   -  KOOSKIA (1994)
 RY0462
 RY0462                         *CURRENT SURVEY CONTROL
 RY0462  ___________________________________________________________________
 RY0462* NAD 83(1986)-  46 09 04.     (N)    115 55 05.     (W)     SCALED    
 RY0462* NAVD 88     -       397.287  (meters)    1303.43   (feet)  ADJUSTED  
 RY0462  ___________________________________________________________________
 RY0462  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 RY0462  DYNAMIC HT  -         397.250 (meters)    1303.31  (feet)  COMP
 RY0462  MODELED GRAV-     980,510.2   (mgal)                       NAVD 88
 RY0462
 RY0462  VERT ORDER  -  FIRST     CLASS II
 RY0462
 RY0462.The horizontal coordinates were scaled from a topographic map and have
 RY0462.an estimated accuracy of +/- 6 seconds.
 RY0462
 RY0462.The orthometric height was determined by differential leveling
 RY0462.and adjusted by the National Geodetic Survey in June 1991..
 RY0462
 RY0462.The geoid height was determined by GEOID03.
 RY0462
 RY0462.The dynamic height is computed by dividing the NAVD 88
 RY0462.geopotential number by the normal gravity value computed on the
 RY0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0462.degrees latitude (g = 980.6199 gals.).
 RY0462
 RY0462.The modeled gravity was interpolated from observed gravity values.
 RY0462
 RY0462;                    North         East    Units  Estimated Accuracy
 RY0462;SPC ID W     -   498,250.      787,020.      MT  (+/- 180 meters Scaled)
 RY0462
 RY0462                          SUPERSEDED SURVEY CONTROL
 RY0462
 RY0462  NGVD 29 (??/??/92)  396.218  (m)         1299.93   (f) ADJ UNCH    1 2
 RY0462
 RY0462.Superseded values are not recommended for survey control.
 RY0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0462.See file dsdata.txt to determine how the superseded data were derived.
 RY0462
 RY0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM835114(NAD 83)
 RY0462_MARKER: DB = BENCH MARK DISK
 RY0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0462_STAMPING: F 59 1950
 RY0462_MARK LOGO: CGS   
 RY0462_PROJECTION: PROJECTING 6 CENTIMETERS
 RY0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0462+STABILITY: SURFACE MOTION
 RY0462
 RY0462  HISTORY     - Date     Condition        Report By
 RY0462  HISTORY     - 1950     MONUMENTED       CGS
 RY0462  HISTORY     - 1980     GOOD             NGS
 RY0462
 RY0462                          STATION DESCRIPTION
 RY0462
 RY0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0462'4.4 MI NE FROM KOOSKIA.
 RY0462'0.3 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT KOOSKIA,
 RY0462'THENCE 4.1 MILES EAST ALONG STATE HIGHWAY 9, AT A RAVINE, ON THE EAST
 RY0462'SLOPE OF A HILL, 23 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 RY0462'HIGHWAY, 20.5 FEET SOUTHWEST OF THE NORTHWEST END OF A 36-INCH
 RY0462'CORRUGATED METAL PIPE CULVERT, ABOUT 2 FEET HIGHER THAN THE HIGHWAY,
 RY0462'1.6 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 RY0462'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RY0462
 RY0462                          STATION RECOVERY (1980)
 RY0462
 RY0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0462'7.6 KILOMETERS (4.7 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0462'JUNCTION OF STATE HIGHWAY 13 IN KOOSKIA, 1.3 KILOMETERS (0.8 MILE)
 RY0462'SOUTHWEST OF HIGHWAY MILEPOST 79, SET ON THE EAST SLOPE OF A HILL AT
 RY0462'COYOTE CREEK, 6.3 METERS (20.5 FEET) NORTHWEST OF THE CENTERLINE OF
 RY0462'THE HIGHWAY, 6.4 METERS (21.0 FEET) WEST OF THE TOP CENTER OF THE
 RY0462'NORTHWEST END OF A 90-CENTIMETER (36-INCH) STEEL PIPE CULVERT UNDER
 RY0462'THE HIGHWAY.
 RY0462'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RY0462'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0284 ***********************************************************************
 QB0284  DESIGNATION -  F 6
 QB0284  PID         -  QB0284
 QB0284  STATE/COUNTY-  ID/WASHINGTON
 QB0284  USGS QUAD   -  WEISER SOUTH (1951)
 QB0284
 QB0284                         *CURRENT SURVEY CONTROL
 QB0284  ___________________________________________________________________
 QB0284* NAD 83(1986)-  44 14 27.     (N)    116 57 55.     (W)     SCALED    
 QB0284* NAVD 88     -       643.307  (meters)    2110.58   (feet)  ADJUSTED  
 QB0284  ___________________________________________________________________
 QB0284  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 QB0284  DYNAMIC HT  -         643.136 (meters)    2110.02  (feet)  COMP
 QB0284  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 QB0284
 QB0284  VERT ORDER  -  FIRST     CLASS II
 QB0284
 QB0284.The horizontal coordinates were scaled from a topographic map and have
 QB0284.an estimated accuracy of +/- 6 seconds.
 QB0284
 QB0284.The orthometric height was determined by differential leveling
 QB0284.and adjusted by the National Geodetic Survey in June 1991..
 QB0284.WARNING-Repeat measurements at this control monument indicate possible
 QB0284.vertical movement.
 QB0284
 QB0284.The geoid height was determined by GEOID03.
 QB0284
 QB0284.The dynamic height is computed by dividing the NAVD 88
 QB0284.geopotential number by the normal gravity value computed on the
 QB0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0284.degrees latitude (g = 980.6199 gals.).
 QB0284
 QB0284.The modeled gravity was interpolated from observed gravity values.
 QB0284
 QB0284;                    North         East    Units  Estimated Accuracy
 QB0284;SPC ID W     -   286,670.      702,930.      MT  (+/- 180 meters Scaled)
 QB0284
 QB0284                          SUPERSEDED SURVEY CONTROL
 QB0284
 QB0284  NGVD 29 (??/??/92)  642.336  (m)         2107.40   (f) ADJ UNCH    1 2
 QB0284
 QB0284.Superseded values are not recommended for survey control.
 QB0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0284.See file dsdata.txt to determine how the superseded data were derived.
 QB0284
 QB0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ027986(NAD 83)
 QB0284_MARKER: Q = CHISELED SQUARE
 QB0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0284_SP_SET: ABUTMENT
 QB0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0284
 QB0284  HISTORY     - Date     Condition        Report By
 QB0284  HISTORY     - UNK      MONUMENTED       CGS
 QB0284  HISTORY     - 1933     GOOD             NGS
 QB0284
 QB0284                          STATION DESCRIPTION
 QB0284
 QB0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 QB0284'0.4 MI SE FROM WEISER.
 QB0284'0.4 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QB0284'AT WEISER, WASHINGTON COUNTY, AT BRIDGE 515.68 OVER WEISER RIVER, AT
 QB0284'THE NORTHWEST ABUTMENT, IN THE TOP OF AN OFFSET NORTHEAST OF THE
 QB0284'TRACK, 3 FEET FROM THE NORTHEAST END, 8 INCHES FROM THE SOUTHEAST
 QB0284'EDGE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  THE BOTTOM OF A SQUARE
 QB0284'HOLE, SURROUNDED BY THE LETTERS U.S.B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0323 ***********************************************************************
 RY0323  DESIGNATION -  F 60
 RY0323  PID         -  RY0323
 RY0323  STATE/COUNTY-  ID/IDAHO
 RY0323  USGS QUAD   -  COOLWATER MOUNTAIN (1994)
 RY0323
 RY0323                         *CURRENT SURVEY CONTROL
 RY0323  ___________________________________________________________________
 RY0323* NAD 83(1986)-  46 13 46.     (N)    115 27 26.     (W)     SCALED    
 RY0323* NAVD 88     -       517.462  (meters)    1697.71   (feet)  ADJUSTED  
 RY0323  ___________________________________________________________________
 RY0323  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 RY0323  DYNAMIC HT  -         517.389 (meters)    1697.47  (feet)  COMP
 RY0323  MODELED GRAV-     980,459.5   (mgal)                       NAVD 88
 RY0323
 RY0323  VERT ORDER  -  FIRST     CLASS II
 RY0323
 RY0323.The horizontal coordinates were scaled from a topographic map and have
 RY0323.an estimated accuracy of +/- 6 seconds.
 RY0323
 RY0323.The orthometric height was determined by differential leveling
 RY0323.and adjusted by the National Geodetic Survey in June 1991..
 RY0323
 RY0323.The geoid height was determined by GEOID03.
 RY0323
 RY0323.The dynamic height is computed by dividing the NAVD 88
 RY0323.geopotential number by the normal gravity value computed on the
 RY0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0323.degrees latitude (g = 980.6199 gals.).
 RY0323
 RY0323.The modeled gravity was interpolated from observed gravity values.
 RY0323
 RY0323;                    North         East    Units  Estimated Accuracy
 RY0323;SPC ID W     -   506,980.      822,580.      MT  (+/- 180 meters Scaled)
 RY0323
 RY0323                          SUPERSEDED SURVEY CONTROL
 RY0323
 RY0323  NGVD 29 (??/??/92)  516.343  (m)         1694.04   (f) ADJ UNCH    1 2
 RY0323
 RY0323.Superseded values are not recommended for survey control.
 RY0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0323.See file dsdata.txt to determine how the superseded data were derived.
 RY0323
 RY0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM189206(NAD 83)
 RY0323_MARKER: DB = BENCH MARK DISK
 RY0323_SETTING: 80 = SET IN A BOULDER
 RY0323_STAMPING: F 60 1950
 RY0323_MARK LOGO: CGS   
 RY0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0323+STABILITY: SURFACE MOTION
 RY0323
 RY0323  HISTORY     - Date     Condition        Report By
 RY0323  HISTORY     - 1950     MONUMENTED       CGS
 RY0323  HISTORY     - 1980     GOOD             NGS
 RY0323
 RY0323                          STATION DESCRIPTION
 RY0323
 RY0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0323'12.2 MI NE FROM LOWELL.
 RY0323'12.2 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF
 RY0323'THE STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, ABOUT 70 YARDS NORTH
 RY0323'OF AND ACROSS THE RIVER FROM THE MOUTH OF COOLWATER CREEK, ABOUT 65
 RY0323'YARDS SOUTHWEST OF THE APPROXIMATE CENTER OF THE JUNCTION OF A PRIVATE
 RY0323'DRIVEWAY LEADING NORTHWEST TO A SMALL HOUSE, 133.9 FEET NORTH OF A
 RY0323'SIGN READING COOLWATER CREEK, 22 FEET NORTHWEST OF THE CENTER LINE OF
 RY0323'THE HIGHWAY, IN THE TOP OF THE PROJECTION OF A LARGE BOULDER, ABOUT 2
 RY0323'1/2 FEET HIGHER THAN THE HIGHWAY, AND MARKED BY A PAINTED B M.
 RY0323
 RY0323                          STATION RECOVERY (1980)
 RY0323
 RY0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0323'20.8 KILOMETERS (12.9 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0323'HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.55 KILOMETER (0.35
 RY0323'MILE) NORTHEAST OF HIGHWAY MILEPOST 109, SET IN TOP OF A 0.3 X 0.3
 RY0323'METER (1 X 1 FOOT) SHELF OF OUTCROP IN A DIRT PORTION OF A BEDROCK
 RY0323'HIGHWAY CUT, APPROXIMATELY 90 METERS (300 FEET) NORTH ACROSS THE
 RY0323'RIVER AND THE HIGHWAY FROM THE MOUTH OF COOLWATER CREEK, 6.8 METERS
 RY0323'(22.4 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 120.5 METERS
 RY0323'(395 FEET) SOUTHWEST OF THE TOP CENTER OF THE NORTHWEST END OF A
 RY0323'105-CENTIMETER (40-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE
 RY0323'HIGHWAY FOR TICK CREEK, 59.8 METERS (196 FEET) SOUTHWEST OF THE
 RY0323'CENTERLINE OF A ROAD LEADING NORTH, 35.4 METERS (116 FEET) NORTHEAST
 RY0323'OF A SIGN FOR COOLWATER CREEK.
 RY0323'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 RY0323'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0381 ***********************************************************************
 RY0381  DESIGNATION -  F 61
 RY0381  PID         -  RY0381
 RY0381  STATE/COUNTY-  ID/CLEARWATER
 RY0381  USGS QUAD   -  JAYPE (1994)
 RY0381
 RY0381                         *CURRENT SURVEY CONTROL
 RY0381  ___________________________________________________________________
 RY0381* NAD 83(1986)-  46 30 05.     (N)    115 50 00.     (W)     SCALED    
 RY0381* NAVD 88     -       912.215  (meters)    2992.83   (feet)  ADJUSTED  
 RY0381  ___________________________________________________________________
 RY0381  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 RY0381  DYNAMIC HT  -         912.101 (meters)    2992.45  (feet)  COMP
 RY0381  MODELED GRAV-     980,458.7   (mgal)                       NAVD 88
 RY0381
 RY0381  VERT ORDER  -  FIRST     CLASS II
 RY0381
 RY0381.The horizontal coordinates were scaled from a topographic map and have
 RY0381.an estimated accuracy of +/- 6 seconds.
 RY0381
 RY0381.The orthometric height was determined by differential leveling
 RY0381.and adjusted by the National Geodetic Survey in June 1991..
 RY0381
 RY0381.The geoid height was determined by GEOID03.
 RY0381
 RY0381.The dynamic height is computed by dividing the NAVD 88
 RY0381.geopotential number by the normal gravity value computed on the
 RY0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0381.degrees latitude (g = 980.6199 gals.).
 RY0381
 RY0381.The modeled gravity was interpolated from observed gravity values.
 RY0381
 RY0381;                    North         East    Units  Estimated Accuracy
 RY0381;SPC ID W     -   537,170.      793,600.      MT  (+/- 180 meters Scaled)
 RY0381
 RY0381                          SUPERSEDED SURVEY CONTROL
 RY0381
 RY0381  NGVD 29 (??/??/92)  911.117  (m)         2989.22   (f) ADJ UNCH    1 2
 RY0381
 RY0381.Superseded values are not recommended for survey control.
 RY0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0381.See file dsdata.txt to determine how the superseded data were derived.
 RY0381
 RY0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM895504(NAD 83)
 RY0381_MARKER: DB = BENCH MARK DISK
 RY0381_SETTING: 66 = SET IN ROCK OUTCROP
 RY0381_SP_SET: OUTCROP
 RY0381_STAMPING: F 61 1950
 RY0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0381+STABILITY: POSITION/ELEVATION WELL
 RY0381
 RY0381  HISTORY     - Date     Condition        Report By
 RY0381  HISTORY     - 1950     MONUMENTED       CGS
 RY0381  HISTORY     - 1956     GOOD             NGS
 RY0381
 RY0381                          STATION DESCRIPTION
 RY0381
 RY0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0381'2.3 MI W FROM PIERCE.
 RY0381'0.2 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0381'PIERCE, THENCE 1.1 MILE WEST ALONG THE JAYPE ROAD, THENCE 1.0 MILE
 RY0381'WEST ALONG THE NORTHERN PACIFIC RAILROAD, 74 FEET SOUTH OF THE
 RY0381'APPROXIMATE CENTER OF A SMALL STREAM WHICH PASSES UNDER THE TRACK,
 RY0381'53.8 FEET SOUTH OF A TELEPHONE GUY POLE, 13.7 FEET SOUTHEAST OF A
 RY0381'SWITCH AT THE NORTH END OF A SIDING, 11.1 FEET EAST OF THE EAST RAIL
 RY0381'OF THE MAIN TRACK, ABOUT 2 FEET HIGHER THAN THE TRACK, AND SET IN THE
 RY0381'TOP OF AN OUTCROP IN THE EAST CUT-BANK.
 RY0381
 RY0381                          STATION RECOVERY (1956)
 RY0381
 RY0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0246 ***********************************************************************
 RY0246  DESIGNATION -  F 62
 RY0246  PID         -  RY0246
 RY0246  STATE/COUNTY-  ID/IDAHO
 RY0246  USGS QUAD   -  ROUNDTOP (1994)
 RY0246
 RY0246                         *CURRENT SURVEY CONTROL
 RY0246  ___________________________________________________________________
 RY0246* NAD 83(1986)-  46 35 14.     (N)    114 36 10.     (W)     SCALED    
 RY0246* NAVD 88     -      1273.848  (meters)    4179.28   (feet)  ADJUSTED  
 RY0246  ___________________________________________________________________
 RY0246  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 RY0246  DYNAMIC HT  -        1273.551 (meters)    4178.31  (feet)  COMP
 RY0246  MODELED GRAV-     980,338.0   (mgal)                       NAVD 88
 RY0246
 RY0246  VERT ORDER  -  FIRST     CLASS II
 RY0246
 RY0246.The horizontal coordinates were scaled from a topographic map and have
 RY0246.an estimated accuracy of +/- 6 seconds.
 RY0246
 RY0246.The orthometric height was determined by differential leveling
 RY0246.and adjusted by the National Geodetic Survey in June 1991..
 RY0246
 RY0246.The geoid height was determined by GEOID03.
 RY0246
 RY0246.The dynamic height is computed by dividing the NAVD 88
 RY0246.geopotential number by the normal gravity value computed on the
 RY0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0246.degrees latitude (g = 980.6199 gals.).
 RY0246
 RY0246.The modeled gravity was interpolated from observed gravity values.
 RY0246
 RY0246;                    North         East    Units  Estimated Accuracy
 RY0246;SPC ID W     -   547,350.      887,920.      MT  (+/- 180 meters Scaled)
 RY0246
 RY0246                          SUPERSEDED SURVEY CONTROL
 RY0246
 RY0246  NGVD 29 (??/??/92) 1272.676  (m)         4175.44   (f) ADJ UNCH    1 2
 RY0246
 RY0246.Superseded values are not recommended for survey control.
 RY0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0246.See file dsdata.txt to determine how the superseded data were derived.
 RY0246
 RY0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM836620(NAD 83)
 RY0246_MARKER: DB = BENCH MARK DISK
 RY0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0246_STAMPING: F 62 1950
 RY0246_MARK LOGO: CGS   
 RY0246_PROJECTION: PROJECTING 10 CENTIMETERS
 RY0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0246+STABILITY: SURFACE MOTION
 RY0246
 RY0246  HISTORY     - Date     Condition        Report By
 RY0246  HISTORY     - 1950     MONUMENTED       CGS
 RY0246  HISTORY     - 1980     GOOD             NGS
 RY0246
 RY0246                          STATION DESCRIPTION
 RY0246
 RY0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0246'9.9 MI NE FROM POWELL RANGER STATION.
 RY0246'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0246'STATION, THENCE 9.0 MILES NORTHEAST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0246'ABOUT 100 YARDS NORTH OF THE JUNCTION OF CROOKED FORK TRAIL, 62.4 FEET
 RY0246'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AT THE APPROXIMATE CENTER
 RY0246'OF A WOODEN DRAIN BOX, 30.3 FEET EAST OF THE CENTER LINE OF THE
 RY0246'HIGHWAY, 24.5 FEET NORTHEAST OF THE CENTER OF THE EAST END OF AN
 RY0246'18-INCH CORRUGATED METAL PIPE CULVERT, 10.6 FEET EAST OF A STANDARD
 RY0246'HIGHWAY MARKER POST, 10 FEET NORTH OF AN 8-INCH TRIANGULAR BLAZED PINE
 RY0246'TREE, 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RY0246'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RY0246
 RY0246                          STATION RECOVERY (1980)
 RY0246
 RY0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0246'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0246'RANGER STATION, THENCE 14.9 KILOMETERS (9.25 MILES) NORTHEAST ALONG
 RY0246'U.S. HIGHWAY 12, 0.8 KILOMETER (0.5 MILE) SOUTHWEST OF HIGHWAY
 RY0246'MILEPOST 171, AT THE APPROXIMATE CENTER OF A HIGHWAY STRAIGHT-OF-WAY
 RY0246'AT THE NORTHEAST END OF AN OLD HIGHWAY CUT, 22.2 METERS (72.8 FEET)
 RY0246'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.5 METERS (24.5 FEET)
 RY0246'EAST OF THE SOUTHEAST END OF AN 18-INCH DIAMETER STEEL PIPE CULVERT
 RY0246'UNDER THE HIGHWAY, 3.2 METERS (10.6 FEET) SOUTHEAST OF A WOODEN
 RY0246'SURVEY STATION MARKER, 3.0 METERS (10.0 FEET) NORTHEAST OF A 20-INCH
 RY0246'DIAMETER TRIANGULARLY BLAZED GRAND FIR TREE.
 RY0246'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 RY0246'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0306 ***********************************************************************
 RY0306  DESIGNATION -  F 63
 RY0306  PID         -  RY0306
 RY0306  STATE/COUNTY-  ID/IDAHO
 RY0306  USGS QUAD   -  HOLLY CREEK (1994)
 RY0306
 RY0306                         *CURRENT SURVEY CONTROL
 RY0306  ___________________________________________________________________
 RY0306* NAD 83(1986)-  46 25 16.     (N)    115 09 45.     (W)     SCALED    
 RY0306* NAVD 88     -       771.910  (meters)    2532.51   (feet)  POSTED    
 RY0306  ___________________________________________________________________
 RY0306  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 RY0306  DYNAMIC HT  -         771.770 (meters)    2532.05  (feet)  COMP
 RY0306  MODELED GRAV-     980,405.5   (mgal)                       NAVD 88
 RY0306
 RY0306  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0306
 RY0306.The horizontal coordinates were scaled from a topographic map and have
 RY0306.an estimated accuracy of +/- 6 seconds.
 RY0306
 RY0306.The orthometric height was determined by differential leveling
 RY0306.and adjusted by the National Geodetic Survey in 1992..
 RY0306.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0306.rate of 1.1 thru 2.0 mm/km.
 RY0306
 RY0306.The geoid height was determined by GEOID03.
 RY0306
 RY0306.The dynamic height is computed by dividing the NAVD 88
 RY0306.geopotential number by the normal gravity value computed on the
 RY0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0306.degrees latitude (g = 980.6199 gals.).
 RY0306
 RY0306.The modeled gravity was interpolated from observed gravity values.
 RY0306
 RY0306;                    North         East    Units  Estimated Accuracy
 RY0306;SPC ID W     -   528,410.      845,160.      MT  (+/- 180 meters Scaled)
 RY0306
 RY0306                          SUPERSEDED SURVEY CONTROL
 RY0306
 RY0306  NGVD 29 (??/??/92)  770.772  (m)         2528.77   (f) ADJ UNCH    1 2
 RY0306
 RY0306.Superseded values are not recommended for survey control.
 RY0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0306.See file dsdata.txt to determine how the superseded data were derived.
 RY0306
 RY0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM411424(NAD 83)
 RY0306_MARKER: DB = BENCH MARK DISK
 RY0306_SETTING: 66 = SET IN ROCK OUTCROP
 RY0306_SP_SET: OUTCROP
 RY0306_STAMPING: F 63 1950
 RY0306_MARK LOGO: CGS   
 RY0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0306+STABILITY: POSITION/ELEVATION WELL
 RY0306
 RY0306  HISTORY     - Date     Condition        Report By
 RY0306  HISTORY     - 1950     MONUMENTED       CGS
 RY0306  HISTORY     - 1966     MARK NOT FOUND   USGS
 RY0306  HISTORY     - 1980     GOOD             NGS
 RY0306
 RY0306                          STATION DESCRIPTION
 RY0306
 RY0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0306'12.7 MI NE FROM LOCHSA RANGER STATION.
 RY0306'12.7 MILES NORTHEAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER
 RY0306'STATION, ABOUT 45 YARDS SOUTHWEST OF AND ACROSS THE RIVER FROM THE
 RY0306'MOUTH OF A SMALL STREAM, 14 FEET SOUTH OF A 36-INCH DEAD TREE, IN THE
 RY0306'TOP OF THE NORTH EDGE OF A LARGE OUTCROP, 7 FEET WEST OF THE WEST BANK
 RY0306'OF THE RIVER, ABOUT 6 FEET HIGHER THAN THE RIVER AT LOW WATER, AND
 RY0306'MARKED BY A PAINTED B M.
 RY0306
 RY0306                          STATION RECOVERY (1966)
 RY0306
 RY0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RY0306'MARK NOT FOUND.
 RY0306
 RY0306                          STATION RECOVERY (1980)
 RY0306
 RY0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0306'19.8 KILOMETERS (12.3 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0306'THE LOCHSA RANGER STATION, 0.85 KILOMETER (0.55 MILE) NORTHEAST OF
 RY0306'HIGHWAY MILEPOST 133, SET IN TOP OF THE NORTH EDGE OF A MASSIVE
 RY0306'GRANITE OUTCROP ON THE NORTHWEST BANK OF THE LOCHSA RIVER,
 RY0306'APPROXIMATELY 41 METERS (135 FEET) WEST ACROSS THE RIVER FROM THE
 RY0306'MOUTH OF STANLEY CREEK, 19.0 METERS (62.4 FEET) SOUTHEAST OF THE
 RY0306'CENTERLINE OF THE HIGHWAY, 4.25 METERS (14.0 FEET) SOUTH OF A
 RY0306'60-CENTIMETER (24-INCH) DIAMETER DEAD CEDAR TREE, 2.1 METERS (7.0
 RY0306'FEET) NORTHWEST OF THE SOUTHEAST EDGE OF THE OUTCROP, 1.0 METER
 RY0306'(3.3 FEET) SOUTHWEST OF THE NORTHEAST EDGE OF THE OUTCROP, 1.2 METERS
 RY0306'(4.0 FEET) ABOVE THE RIVER AT LOW WATER.
 RY0306'NOTE--NOT LEVELED THIS SURVEY, UNDER WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0607 ***********************************************************************
 NV0607  DESIGNATION -  F 66
 NV0607  PID         -  NV0607
 NV0607  STATE/COUNTY-  ID/OWYHEE
 NV0607  USGS QUAD   -  MURPHY HOT SPRINGS (1979)
 NV0607
 NV0607                         *CURRENT SURVEY CONTROL
 NV0607  ___________________________________________________________________
 NV0607* NAD 83(1986)-  42 01 16.     (N)    115 20 16.     (W)     SCALED    
 NV0607* NAVD 88     -      1776.053  (meters)    5826.93   (feet)  ADJUSTED  
 NV0607  ___________________________________________________________________
 NV0607  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 NV0607  DYNAMIC HT  -        1774.731 (meters)    5822.60  (feet)  COMP
 NV0607  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 NV0607
 NV0607  VERT ORDER  -  SECOND    CLASS 0
 NV0607
 NV0607.The horizontal coordinates were scaled from a topographic map and have
 NV0607.an estimated accuracy of +/- 6 seconds.
 NV0607
 NV0607.The orthometric height was determined by differential leveling
 NV0607.and adjusted by the National Geodetic Survey in June 1991..
 NV0607
 NV0607.The geoid height was determined by GEOID03.
 NV0607
 NV0607.The dynamic height is computed by dividing the NAVD 88
 NV0607.geopotential number by the normal gravity value computed on the
 NV0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0607.degrees latitude (g = 980.6199 gals.).
 NV0607
 NV0607.The modeled gravity was interpolated from observed gravity values.
 NV0607
 NV0607;                    North         East    Units  Estimated Accuracy
 NV0607;SPC ID W     -    39,450.      834,140.      MT  (+/- 180 meters Scaled)
 NV0607
 NV0607                          SUPERSEDED SURVEY CONTROL
 NV0607
 NV0607  NGVD 29 (??/??/92) 1774.880  (m)         5823.09   (f) ADJ UNCH    2 0
 NV0607
 NV0607.Superseded values are not recommended for survey control.
 NV0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0607.See file dsdata.txt to determine how the superseded data were derived.
 NV0607
 NV0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG376534(NAD 83)
 NV0607_MARKER: DB = BENCH MARK DISK
 NV0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0607_STAMPING: F 66 1934
 NV0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0607+STABILITY: SURFACE MOTION
 NV0607
 NV0607  HISTORY     - Date     Condition        Report By
 NV0607  HISTORY     - 1934     MONUMENTED       CGS
 NV0607
 NV0607                          STATION DESCRIPTION
 NV0607
 NV0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0607'12.3 MI S FROM THREE CREEK.
 NV0607'12.3 MILES SOUTH ALONG THE ROAD LEADING TO JARBIDGE, NEVADA, FROM THE
 NV0607'POST OFFICE AT THREE CREEK, OWYHEE COUNTY, 258 FEET SOUTHWEST OF
 NV0607'POWER-TRANSMISSION LINE POLE 41107, AND 45 FEET EAST OF THE CENTERLINE
 NV0607'OF THE ROAD.  A STANDARD DISK, STAMPED F 66 1934 AND SET IN THE TOP OF
 NV0607'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0205 ***********************************************************************
 NV0205  DESIGNATION -  F 67
 NV0205  PID         -  NV0205
 NV0205  STATE/COUNTY-  ID/TWIN FALLS
 NV0205  USGS QUAD   -  ROGERSON (1977)
 NV0205
 NV0205                         *CURRENT SURVEY CONTROL
 NV0205  ___________________________________________________________________
 NV0205* NAD 83(1986)-  42 12 57.     (N)    114 37 24.     (W)     SCALED    
 NV0205* NAVD 88     -      1500.711  (meters)    4923.58   (feet)  ADJUSTED  
 NV0205  ___________________________________________________________________
 NV0205  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 NV0205  DYNAMIC HT  -        1499.701 (meters)    4920.27  (feet)  COMP
 NV0205  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 NV0205
 NV0205  VERT ORDER  -  SECOND    CLASS 0
 NV0205
 NV0205.The horizontal coordinates were scaled from a topographic map and have
 NV0205.an estimated accuracy of +/- 6 seconds.
 NV0205
 NV0205.The orthometric height was determined by differential leveling
 NV0205.and adjusted by the National Geodetic Survey in June 1991..
 NV0205
 NV0205.The geoid height was determined by GEOID03.
 NV0205
 NV0205.The dynamic height is computed by dividing the NAVD 88
 NV0205.geopotential number by the normal gravity value computed on the
 NV0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0205.degrees latitude (g = 980.6199 gals.).
 NV0205
 NV0205.The modeled gravity was interpolated from observed gravity values.
 NV0205
 NV0205;                    North         East    Units  Estimated Accuracy
 NV0205;SPC ID C     -    61,180.      448,530.      MT  (+/- 180 meters Scaled)
 NV0205
 NV0205                          SUPERSEDED SURVEY CONTROL
 NV0205
 NV0205  NGVD 29 (??/??/92) 1499.614  (m)         4919.98   (f) ADJ UNCH    2 0
 NV0205
 NV0205.Superseded values are not recommended for survey control.
 NV0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0205.See file dsdata.txt to determine how the superseded data were derived.
 NV0205
 NV0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG961764(NAD 83)
 NV0205_MARKER: DB = BENCH MARK DISK
 NV0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0205_STAMPING: F 67 1934
 NV0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0205+STABILITY: SURFACE MOTION
 NV0205
 NV0205  HISTORY     - Date     Condition        Report By
 NV0205  HISTORY     - 1934     MONUMENTED       CGS
 NV0205
 NV0205                          STATION DESCRIPTION
 NV0205
 NV0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0205'1.3 MI W FROM ROGERSON.
 NV0205'1.3 MILES WEST ALONG THE ROAD LEADING TO THREE CREEK FROM THE UNION
 NV0205'PACIFIC RAILWAY STATION AT ROGERSON, TWIN FALLS COUNTY, 18 FEET
 NV0205'NORTHWEST OF A SMALL WOODEN BOX CULVERT, 30 FEET NORTH OF THE
 NV0205'CENTERLINE OF THE ROAD, 4 FEET EAST OF A BOARD GATE, AND 1 FOOT SOUTH
 NV0205'OF A FENCE LINE.  A STANDARD DISK, STAMPED F 67 1934 AND SET IN THE
 NV0205'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0431 ***********************************************************************
 NV0431  DESIGNATION -  F 68
 NV0431  PID         -  NV0431
 NV0431  STATE/COUNTY-  ID/TWIN FALLS
 NV0431  USGS QUAD   -  FILER (1992)
 NV0431
 NV0431                         *CURRENT SURVEY CONTROL
 NV0431  ___________________________________________________________________
 NV0431* NAD 83(1986)-  42 31 32.     (N)    114 30 57.     (W)     SCALED    
 NV0431* NAVD 88     -      1176.797  (meters)    3860.87   (feet)  ADJUSTED  
 NV0431  ___________________________________________________________________
 NV0431  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 NV0431  DYNAMIC HT  -        1176.158 (meters)    3858.78  (feet)  COMP
 NV0431  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 NV0431
 NV0431  VERT ORDER  -  SECOND    CLASS 0
 NV0431
 NV0431.The horizontal coordinates were scaled from a topographic map and have
 NV0431.an estimated accuracy of +/- 6 seconds.
 NV0431
 NV0431.The orthometric height was determined by differential leveling
 NV0431.and adjusted by the National Geodetic Survey in June 1991..
 NV0431.WARNING-Repeat measurements at this control monument indicate possible
 NV0431.vertical movement.
 NV0431
 NV0431.The geoid height was determined by GEOID03.
 NV0431
 NV0431.The dynamic height is computed by dividing the NAVD 88
 NV0431.geopotential number by the normal gravity value computed on the
 NV0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0431.degrees latitude (g = 980.6199 gals.).
 NV0431
 NV0431.The modeled gravity was interpolated from observed gravity values.
 NV0431
 NV0431;                    North         East    Units  Estimated Accuracy
 NV0431;SPC ID C     -    95,530.      457,620.      MT  (+/- 180 meters Scaled)
 NV0431
 NV0431                          SUPERSEDED SURVEY CONTROL
 NV0431
 NV0431  NGVD 29 (??/??/92) 1175.897  (m)         3857.92   (f) ADJ UNCH    2 0
 NV0431
 NV0431.Superseded values are not recommended for survey control.
 NV0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0431.See file dsdata.txt to determine how the superseded data were derived.
 NV0431
 NV0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH040111(NAD 83)
 NV0431_MARKER: DB = BENCH MARK DISK
 NV0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0431_STAMPING: F 68 1934
 NV0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0431+STABILITY: SURFACE MOTION
 NV0431
 NV0431  HISTORY     - Date     Condition        Report By
 NV0431  HISTORY     - 1934     MONUMENTED       CGS
 NV0431  HISTORY     - 1958     GOOD             NGS
 NV0431  HISTORY     - 1963     GOOD             NGS
 NV0431
 NV0431                          STATION DESCRIPTION
 NV0431
 NV0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NV0431'3.1 MI SW FROM TWIN FALLS.
 NV0431'3.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0431'AT TWIN FALLS, 33 FEET WEST-NORTHWEST OF THE CENTER OF THE CROSSING OF
 NV0431'A NORTH-SOUTH ASPHALT ROAD, 21 FEET SOUTH OF THE FOURTH POLE SOUTHWEST
 NV0431'OF MILEPOLE 3, 24 FEET NORTHWEST OF THE NORTHWEST RAIL, 30 FEET WEST
 NV0431'OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF A FENCE CORNER POST,
 NV0431'11 FEET WEST OF A RAILROAD CROSSING SIGN, 2 FEET EAST OF A FENCE,
 NV0431'ABOUT LEVEL WITH THE ROAD AND THE TRACK, AND SET IN THE TOP OF A
 NV0431'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 NV0431
 NV0431                          STATION RECOVERY (1963)
 NV0431
 NV0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NV0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0279 ***********************************************************************
 NV0279  DESIGNATION -  F 69
 NV0279  PID         -  NV0279
 NV0279  STATE/COUNTY-  ID/GOODING
 NV0279  USGS QUAD   -  WENDELL (1992)
 NV0279
 NV0279                         *CURRENT SURVEY CONTROL
 NV0279  ___________________________________________________________________
 NV0279* NAD 83(1986)-  42 45 13.     (N)    114 39 25.     (W)     SCALED    
 NV0279* NAVD 88     -      1054.174  (meters)    3458.57   (feet)  ADJUSTED  
 NV0279  ___________________________________________________________________
 NV0279  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV0279  DYNAMIC HT  -        1053.650 (meters)    3456.85  (feet)  COMP
 NV0279  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 NV0279
 NV0279  VERT ORDER  -  FIRST     CLASS II
 NV0279
 NV0279.The horizontal coordinates were scaled from a topographic map and have
 NV0279.an estimated accuracy of +/- 6 seconds.
 NV0279
 NV0279.The orthometric height was determined by differential leveling
 NV0279.and adjusted by the National Geodetic Survey in January 1993..
 NV0279
 NV0279.The geoid height was determined by GEOID03.
 NV0279
 NV0279.The dynamic height is computed by dividing the NAVD 88
 NV0279.geopotential number by the normal gravity value computed on the
 NV0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0279.degrees latitude (g = 980.6199 gals.).
 NV0279
 NV0279.The modeled gravity was interpolated from observed gravity values.
 NV0279
 NV0279;                    North         East    Units  Estimated Accuracy
 NV0279;SPC ID C     -   120,940.      446,220.      MT  (+/- 180 meters Scaled)
 NV0279
 NV0279                          SUPERSEDED SURVEY CONTROL
 NV0279
 NV0279  NAVD 88 (06/15/91) 1054.184  (m)         3458.60   (f) UNKNOWN     1 2
 NV0279  NGVD 29 (??/??/92) 1053.335  (m)         3455.82   (f) ADJ UNCH    1 2
 NV0279
 NV0279.Superseded values are not recommended for survey control.
 NV0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0279.See file dsdata.txt to determine how the superseded data were derived.
 NV0279
 NV0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH917361(NAD 83)
 NV0279_MARKER: DB = BENCH MARK DISK
 NV0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0279_SP_SET: CONCRETE POST
 NV0279_STAMPING: F 69 1934
 NV0279_MARK LOGO: CGS   
 NV0279_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0279+STABILITY: SURFACE MOTION
 NV0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0279+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0279
 NV0279  HISTORY     - Date     Condition        Report By
 NV0279  HISTORY     - 1934     MONUMENTED       CGS
 NV0279  HISTORY     - 1959     GOOD             NGS
 NV0279  HISTORY     - 19920715 GOOD             NGS
 NV0279
 NV0279                          STATION DESCRIPTION
 NV0279
 NV0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NV0279'5.9 MI NW FROM JEROME.
 NV0279'IN GOODING COUNTY, 5.9 MILES NORTHWEST ALONG THE OREGON SHORT LINE
 NV0279'RAILROAD FROM THE STATION AT JEROME, JEROME COUNTY, 695 FEET EAST OF
 NV0279'MILEPOST 54, AT A ROAD CROSSING, 45 FEET NORTH OF THE CENTERLINE OF
 NV0279'THE TRACK, 39 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 NV0279'SECTION-LINE ROAD, 5 FEET SOUTH OF A FENCE CORNER, AND SET IN THE TOP
 NV0279'OF A CONCRETE POST.
 NV0279
 NV0279                          STATION RECOVERY (1992)
 NV0279
 NV0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0279'9.5 KM (5.90 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0279'JUNCTION OF STATE HIGHWAY 25 (EXIT 165) IN JEROME, 0.1 KM (0.05 MI)
 NV0279'EAST OF AN OVERPASS, 44.1 M (144.7 FT) NORTH OF THE CENTERLINE OF THE
 NV0279'WESTBOUND LANES OF THE HIGHWAY, 12.2 M (40.0 FT) NORTH OF THE NEAR
 NV0279'RAIL OF THE UNION PACIFIC RAILROAD, 3.1 M (10.2 FT) SOUTHWEST OF A
 NV0279'Y-FENCE CORNER, 2.0 M (6.6 FT) SOUTH OF A FENCE, 0.6 M (2.0 FT) BELOW
 NV0279'THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND
 NV0279'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0186 ***********************************************************************
 OY0186  DESIGNATION -  F 7 RESET
 OY0186  PID         -  OY0186
 OY0186  STATE/COUNTY-  ID/BONNEVILLE
 OY0186  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0186
 OY0186                         *CURRENT SURVEY CONTROL
 OY0186  ___________________________________________________________________
 OY0186* NAD 83(1986)-  43 29 20.     (N)    112 02 15.     (W)     SCALED    
 OY0186* NAVD 88     -      1436.401  (meters)    4712.59   (feet)  ADJUSTED  
 OY0186  ___________________________________________________________________
 OY0186  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY0186  DYNAMIC HT  -        1435.647 (meters)    4710.12  (feet)  COMP
 OY0186  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 OY0186
 OY0186  VERT ORDER  -  FIRST     CLASS I
 OY0186
 OY0186.The horizontal coordinates were scaled from a topographic map and have
 OY0186.an estimated accuracy of +/- 6 seconds.
 OY0186
 OY0186.The orthometric height was determined by differential leveling
 OY0186.and adjusted by the National Geodetic Survey in June 1991..
 OY0186
 OY0186.The geoid height was determined by GEOID03.
 OY0186
 OY0186.The dynamic height is computed by dividing the NAVD 88
 OY0186.geopotential number by the normal gravity value computed on the
 OY0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0186.degrees latitude (g = 980.6199 gals.).
 OY0186
 OY0186.The modeled gravity was interpolated from observed gravity values.
 OY0186
 OY0186;                    North         East    Units  Estimated Accuracy
 OY0186;SPC ID E     -   202,420.      210,450.      MT  (+/- 180 meters Scaled)
 OY0186
 OY0186                          SUPERSEDED SURVEY CONTROL
 OY0186
 OY0186  NGVD 29 (??/??/92) 1435.327  (m)         4709.07   (f) ADJ UNCH    1 1
 OY0186
 OY0186.Superseded values are not recommended for survey control.
 OY0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0186.See file dsdata.txt to determine how the superseded data were derived.
 OY0186
 OY0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP161156(NAD 83)
 OY0186_MARKER: DB = BENCH MARK DISK
 OY0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0186_SP_SET: FOUNDATION
 OY0186_STAMPING: F 7 RESET 1941
 OY0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0186
 OY0186  HISTORY     - Date     Condition        Report By
 OY0186  HISTORY     - 1941     MONUMENTED       CGS
 OY0186  HISTORY     - 1960     GOOD             NGS
 OY0186  HISTORY     - 1967     GOOD             NGS
 OY0186  HISTORY     - 1978     GOOD             LOCSUR
 OY0186  HISTORY     - 1983     MARK NOT FOUND   NGS
 OY0186
 OY0186                          STATION DESCRIPTION
 OY0186
 OY0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0186'IN IDAHO FALLS.
 OY0186'AT IDAHO FALLS, AT THE EAST CORNER OF THE INTERSECTION OF SOUTH WATER
 OY0186'AVENUE AND WALNUT STREET, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 OY0186'STONE FOUNDATION FOR THE O.E. BEU JUNIOR HIGH SCHOOL, 47.4 FEET
 OY0186'SOUTHEAST OF THE WEST CORNER OF THE BUILDING, 3.0 FEET ABOVE THE
 OY0186'GROUND, AND ABOUT 7 FEET HIGHER THAN THE STREET.
 OY0186
 OY0186                          STATION RECOVERY (1967)
 OY0186
 OY0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0186'RECOVERED IN GOOD CONDITION.
 OY0186
 OY0186                          STATION RECOVERY (1978)
 OY0186
 OY0186'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0186'RECOVERED IN GOOD CONDITION.
 OY0186
 OY0186                          STATION RECOVERY (1983)
 OY0186
 OY0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0186'THE BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0589 ***********************************************************************
 NV0589  DESIGNATION -  F 70
 NV0589  PID         -  NV0589
 NV0589  STATE/COUNTY-  ID/OWYHEE
 NV0589  USGS QUAD   -  MOSQUITO LAKE BUTTE (1979)
 NV0589
 NV0589                         *CURRENT SURVEY CONTROL
 NV0589  ___________________________________________________________________
 NV0589* NAD 83(1986)-  42 10 53.     (N)    115 15 53.     (W)     SCALED    
 NV0589* NAVD 88     -      1633.461  (meters)    5359.11   (feet)  ADJUSTED  
 NV0589  ___________________________________________________________________
 NV0589  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 NV0589  DYNAMIC HT  -        1632.321 (meters)    5355.37  (feet)  COMP
 NV0589  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 NV0589
 NV0589  VERT ORDER  -  SECOND    CLASS 0
 NV0589
 NV0589.The horizontal coordinates were scaled from a topographic map and have
 NV0589.an estimated accuracy of +/- 6 seconds.
 NV0589
 NV0589.The orthometric height was determined by differential leveling
 NV0589.and adjusted by the National Geodetic Survey in June 1991..
 NV0589
 NV0589.The geoid height was determined by GEOID03.
 NV0589
 NV0589.The dynamic height is computed by dividing the NAVD 88
 NV0589.geopotential number by the normal gravity value computed on the
 NV0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0589.degrees latitude (g = 980.6199 gals.).
 NV0589
 NV0589.The modeled gravity was interpolated from observed gravity values.
 NV0589
 NV0589;                    North         East    Units  Estimated Accuracy
 NV0589;SPC ID W     -    57,280.      840,090.      MT  (+/- 180 meters Scaled)
 NV0589
 NV0589                          SUPERSEDED SURVEY CONTROL
 NV0589
 NV0589  NGVD 29 (??/??/92) 1632.336  (m)         5355.42   (f) ADJ UNCH    2 0
 NV0589
 NV0589.Superseded values are not recommended for survey control.
 NV0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0589.See file dsdata.txt to determine how the superseded data were derived.
 NV0589
 NV0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG433713(NAD 83)
 NV0589_MARKER: DB = BENCH MARK DISK
 NV0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0589_STAMPING: F 70 1934
 NV0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0589+STABILITY: SURFACE MOTION
 NV0589
 NV0589  HISTORY     - Date     Condition        Report By
 NV0589  HISTORY     - 1934     MONUMENTED       CGS
 NV0589  HISTORY     - 1974     GOOD             USGS
 NV0589
 NV0589                          STATION DESCRIPTION
 NV0589
 NV0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0589'9.7 MI NW FROM THREE CREEK.
 NV0589'9.7 MILES NORTHWEST ALONG THE ROAD TO HOT SPRINGS FROM THE SCHOOLHOUSE
 NV0589'AT THREE CREEK, AT THE SOUTHEAST END OF A LONG S-CURVE, AND 36 FEET
 NV0589'SOUTHWEST OF THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A
 NV0589'CONCRETE POST.
 NV0589
 NV0589                          STATION RECOVERY (1974)
 NV0589
 NV0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0589'THREE CREEK, (CREEK AT HIGHWAY CROSSING) WEST ON HIGHWAY 3.55 MILES,
 NV0589'THENCE NORTH ON DIRT ROAD 4.3 MILES TO ROAD INT. THENCE NORTH 2.7
 NV0589'MILES TO ROAD Y. TAKE LEFT FORK NW FOR 0.5 MILES TO ROAD Y, TAKE
 NV0589'RIGHT FORK NW FOR 0.9 MILES TO BM F 70. BM F 70 IS 28 FEET WEST OF
 NV0589'ROAD 54 FEET SW OF ROAD Y. A STANDARD DISK SET IN CONCRETE POST
 NV0589'STAMPED F 70 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0685 ***********************************************************************
 NV0685  DESIGNATION -  F 71
 NV0685  PID         -  NV0685
 NV0685  STATE/COUNTY-  ID/OWYHEE
 NV0685  USGS QUAD   -  CROWBAR GULCH (1980)
 NV0685
 NV0685                         *CURRENT SURVEY CONTROL
 NV0685  ___________________________________________________________________
 NV0685* NAD 83(1986)-  42 44 26.     (N)    115 38 54.     (W)     SCALED    
 NV0685* NAVD 88     -      1079.461  (meters)    3541.53   (feet)  ADJUSTED  
 NV0685  ___________________________________________________________________
 NV0685  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 NV0685  DYNAMIC HT  -        1078.910 (meters)    3539.72  (feet)  COMP
 NV0685  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 NV0685
 NV0685  VERT ORDER  -  SECOND    CLASS 0
 NV0685
 NV0685.The horizontal coordinates were scaled from a topographic map and have
 NV0685.an estimated accuracy of +/- 6 seconds.
 NV0685
 NV0685.The orthometric height was determined by differential leveling
 NV0685.and adjusted by the National Geodetic Survey in June 1991..
 NV0685
 NV0685.The geoid height was determined by GEOID03.
 NV0685
 NV0685.The dynamic height is computed by dividing the NAVD 88
 NV0685.geopotential number by the normal gravity value computed on the
 NV0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0685.degrees latitude (g = 980.6199 gals.).
 NV0685
 NV0685.The modeled gravity was interpolated from observed gravity values.
 NV0685
 NV0685;                    North         East    Units  Estimated Accuracy
 NV0685;SPC ID W     -   119,280.      808,320.      MT  (+/- 180 meters Scaled)
 NV0685
 NV0685                          SUPERSEDED SURVEY CONTROL
 NV0685
 NV0685  NGVD 29 (??/??/92) 1078.548  (m)         3538.54   (f) ADJ UNCH    2 0
 NV0685
 NV0685.Superseded values are not recommended for survey control.
 NV0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0685.See file dsdata.txt to determine how the superseded data were derived.
 NV0685
 NV0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH106328(NAD 83)
 NV0685_MARKER: DB = BENCH MARK DISK
 NV0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0685_STAMPING: F 71 1934
 NV0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0685+STABILITY: SURFACE MOTION
 NV0685
 NV0685  HISTORY     - Date     Condition        Report By
 NV0685  HISTORY     - 1934     MONUMENTED       CGS
 NV0685  HISTORY     - 1975     GOOD             USGS
 NV0685
 NV0685                          STATION DESCRIPTION
 NV0685
 NV0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0685'6.5 MI SE FROM HOT SPRINGS.
 NV0685'ALONG ROAD FROM HOT SPRINGS TO THREE CREEK.  6.5 MILES SOUTHEAST OF
 NV0685'HOT SPRINGS BRIDGE.  14.4 MILES SOUTHEAST OF BRUNEAU.  14.3 MILES
 NV0685'SOUTHWEST OF SAILOR CAP BUTTE.  150 FEET NORTHEAST OF JUNCTION OF ROAD
 NV0685'LEADING EAST TO CASTLEFORD.  25 FEET SOUTHWEST OF CENTERLINE OF ROAD.
 NV0685'SET IN TOP OF CONCRETE POST.
 NV0685
 NV0685                          STATION RECOVERY (1975)
 NV0685
 NV0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0685'ABOUT 5.8 MI. ALONG THE RD. TO THREE CREEK FROM THE BRIDGE OVER THE
 NV0685'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, 233 FEET NW OF JUNCTION
 NV0685'OF ROAD LEADING EAST TO CASTLEFORD. 47 FEET SW OF CENTERLINE OF RD. A
 NV0685'STANDARD TABLET, STAMPED F 71 1934 AND SET IN THE TOP OF A CONCRETE
 NV0685'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0325 ***********************************************************************
 OH0325  DESIGNATION -  F 72
 OH0325  PID         -  OH0325
 OH0325  STATE/COUNTY-  ID/OWYHEE
 OH0325  USGS QUAD   -  OREANA (1992)
 OH0325
 OH0325                         *CURRENT SURVEY CONTROL
 OH0325  ___________________________________________________________________
 OH0325* NAD 83(1986)-  43 05 24.     (N)    116 26 39.     (W)     SCALED    
 OH0325* NAVD 88     -       936.251  (meters)    3071.68   (feet)  ADJUSTED  
 OH0325  ___________________________________________________________________
 OH0325  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 OH0325  DYNAMIC HT  -         935.826 (meters)    3070.29  (feet)  COMP
 OH0325  MODELED GRAV-     980,134.8   (mgal)                       NAVD 88
 OH0325
 OH0325  VERT ORDER  -  SECOND    CLASS 0
 OH0325
 OH0325.The horizontal coordinates were scaled from a topographic map and have
 OH0325.an estimated accuracy of +/- 6 seconds.
 OH0325
 OH0325.The orthometric height was determined by differential leveling
 OH0325.and adjusted by the National Geodetic Survey in June 1991..
 OH0325
 OH0325.The geoid height was determined by GEOID03.
 OH0325
 OH0325.The dynamic height is computed by dividing the NAVD 88
 OH0325.geopotential number by the normal gravity value computed on the
 OH0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0325.degrees latitude (g = 980.6199 gals.).
 OH0325
 OH0325.The modeled gravity was interpolated from observed gravity values.
 OH0325
 OH0325;                    North         East    Units  Estimated Accuracy
 OH0325;SPC ID W     -   158,330.      743,480.      MT  (+/- 180 meters Scaled)
 OH0325
 OH0325                          SUPERSEDED SURVEY CONTROL
 OH0325
 OH0325  NGVD 29 (??/??/92)  935.280  (m)         3068.50   (f) ADJ UNCH    2 0
 OH0325
 OH0325.Superseded values are not recommended for survey control.
 OH0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0325.See file dsdata.txt to determine how the superseded data were derived.
 OH0325
 OH0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH452709(NAD 83)
 OH0325_MARKER: DB = BENCH MARK DISK
 OH0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0325_STAMPING: F 72 1934
 OH0325_MARK LOGO: CGS   
 OH0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0325+STABILITY: SURFACE MOTION
 OH0325
 OH0325  HISTORY     - Date     Condition        Report By
 OH0325  HISTORY     - 1934     MONUMENTED       CGS
 OH0325  HISTORY     - 1962     GOOD             NGS
 OH0325  HISTORY     - 19990524 GOOD             IDTD
 OH0325
 OH0325                          STATION DESCRIPTION
 OH0325
 OH0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0325'4.1 MI NW FROM OREANA.
 OH0325'4.1 MILES NORTHWEST OF ROBINSONS STORE AT OREANA, 0.4 MILE SOUTHEAST
 OH0325'OF WHERE THE GRAND VIEW-MURPHY HIGHWAY CROSSES FOSSIL CREEK, 145 FEET
 OH0325'SOUTHEAST OF A TELEPHONE POLE, 64 FEET SOUTHWEST OF THE CENTER OF THE
 OH0325'GRAND VIEW-MURPHY HIGHWAY, 64 FEET NORTH OF A TELEPHONE POLE AND 1
 OH0325'FOOT NORTH OF A STEEL WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 OH0325'NOTE-- REACHED FROM ROBINSONS STORE AT OREANA BY GOING WEST AND
 OH0325'NORTHWEST ON THE SAND ROAD FOR 2.7 MILES TO THE GRAND VIEW-MURPHY
 OH0325'HIGHWAY, TURN LEFT AND CONTINUE NORTHWEST ON THE GRAND VIEW-MURPHY
 OH0325'HIGHWAY FOR 1.4 MILES TO THE BENCH MARK ON THE LEFT.
 OH0325
 OH0325                          STATION RECOVERY (1999)
 OH0325
 OH0325'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 OH0325'MARK WAS RECOVERED IN GOOD CONDITION AND HAS CLEAR SKY FOR GPS,
 OH0325'HOWEVER THE CONCRETE IS STARTING TO DECOMPOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0498 ***********************************************************************
 NV0498  DESIGNATION -  F 73
 NV0498  PID         -  NV0498
 NV0498  STATE/COUNTY-  ID/ELMORE
 NV0498  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0498
 NV0498                         *CURRENT SURVEY CONTROL
 NV0498  ___________________________________________________________________
 NV0498* NAD 83(1986)-  42 58 29.     (N)    115 14 43.     (W)     SCALED    
 NV0498* NAVD 88     -       769.376  (meters)    2524.19   (feet)  ADJUSTED  
 NV0498  ___________________________________________________________________
 NV0498  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 NV0498  DYNAMIC HT  -         769.054 (meters)    2523.14  (feet)  COMP
 NV0498  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 NV0498
 NV0498  VERT ORDER  -  FIRST     CLASS II
 NV0498
 NV0498.The horizontal coordinates were scaled from a topographic map and have
 NV0498.an estimated accuracy of +/- 6 seconds.
 NV0498
 NV0498.The orthometric height was determined by differential leveling
 NV0498.and adjusted by the National Geodetic Survey in June 1991..
 NV0498
 NV0498.The geoid height was determined by GEOID03.
 NV0498
 NV0498.The dynamic height is computed by dividing the NAVD 88
 NV0498.geopotential number by the normal gravity value computed on the
 NV0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0498.degrees latitude (g = 980.6199 gals.).
 NV0498
 NV0498.The modeled gravity was interpolated from observed gravity values.
 NV0498
 NV0498;                    North         East    Units  Estimated Accuracy
 NV0498;SPC ID W     -   145,410.      841,170.      MT  (+/- 180 meters Scaled)
 NV0498
 NV0498                          SUPERSEDED SURVEY CONTROL
 NV0498
 NV0498  NGVD 29 (??/??/92)  768.590  (m)         2521.62   (f) ADJ UNCH    1 2
 NV0498
 NV0498.Superseded values are not recommended for survey control.
 NV0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0498.See file dsdata.txt to determine how the superseded data were derived.
 NV0498
 NV0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH430595(NAD 83)
 NV0498_MARKER: DB = BENCH MARK DISK
 NV0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0498_STAMPING: F 73 1934
 NV0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0498+STABILITY: SURFACE MOTION
 NV0498
 NV0498  HISTORY     - Date     Condition        Report By
 NV0498  HISTORY     - 1934     MONUMENTED       CGS
 NV0498  HISTORY     - 1944     GOOD             NGS
 NV0498  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0498
 NV0498                          STATION DESCRIPTION
 NV0498
 NV0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NV0498'3.7 MI E FROM GLENNS FERRY.
 NV0498'3.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0498'GLENNS FERRY, 0.3 MILES SOUTHWEST OF MILEPOST 370, 0.1 MILES NORTHEAST
 NV0498'OF THE RUINS OF A FARM HOUSE, 15 FEET SOUTHEAST OF A WOODEN GATE, 45
 NV0498'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, 4 FEET SOUTHEAST OF A
 NV0498'FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A
 NV0498'CONCRETE POST.
 NV0498
 NV0498                          STATION RECOVERY (1983)
 NV0498
 NV0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0421 ***********************************************************************
 OH0421  DESIGNATION -  F 74
 OH0421  PID         -  OH0421
 OH0421  STATE/COUNTY-  ID/CANYON
 OH0421  USGS QUAD   -  NAMPA (1971)
 OH0421
 OH0421                         *CURRENT SURVEY CONTROL
 OH0421  ___________________________________________________________________
 OH0421* NAD 83(1986)-  43 32 20.     (N)    116 32 21.     (W)     SCALED    
 OH0421* NAVD 88     -       769.747  (meters)    2525.41   (feet)  ADJUSTED  
 OH0421  ___________________________________________________________________
 OH0421  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 OH0421  DYNAMIC HT  -         769.475 (meters)    2524.52  (feet)  COMP
 OH0421  MODELED GRAV-     980,240.0   (mgal)                       NAVD 88
 OH0421
 OH0421  VERT ORDER  -  SECOND    CLASS 0
 OH0421
 OH0421.The horizontal coordinates were scaled from a topographic map and have
 OH0421.an estimated accuracy of +/- 6 seconds.
 OH0421
 OH0421.The orthometric height was determined by differential leveling
 OH0421.and adjusted by the National Geodetic Survey in June 1991..
 OH0421
 OH0421.The geoid height was determined by GEOID03.
 OH0421
 OH0421.The dynamic height is computed by dividing the NAVD 88
 OH0421.geopotential number by the normal gravity value computed on the
 OH0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0421.degrees latitude (g = 980.6199 gals.).
 OH0421
 OH0421.The modeled gravity was interpolated from observed gravity values.
 OH0421
 OH0421;                    North         East    Units  Estimated Accuracy
 OH0421;SPC ID W     -   208,270.      736,220.      MT  (+/- 180 meters Scaled)
 OH0421
 OH0421                          SUPERSEDED SURVEY CONTROL
 OH0421
 OH0421  NGVD 29 (??/??/92)  768.815  (m)         2522.35   (f) ADJ UNCH    2 0
 OH0421
 OH0421.Superseded values are not recommended for survey control.
 OH0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0421.See file dsdata.txt to determine how the superseded data were derived.
 OH0421
 OH0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ372207(NAD 83)
 OH0421_MARKER: DB = BENCH MARK DISK
 OH0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0421_STAMPING: F 74 1934
 OH0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0421+STABILITY: SURFACE MOTION
 OH0421
 OH0421  HISTORY     - Date     Condition        Report By
 OH0421  HISTORY     - 1934     MONUMENTED       CGS
 OH0421  HISTORY     - 1965     GOOD             NGS
 OH0421
 OH0421                          STATION DESCRIPTION
 OH0421
 OH0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 OH0421'3.1 MI S FROM NAMPA.
 OH0421'3.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OH0421'NAMPA, 0.5 MILE SOUTH OF WHERE GREENHURST ROAD CROSSES THE RAILROAD
 OH0421'TRACKS, 650 FEET SOUTH OF MILE POST NO. 3, 450 FEET NORTH OF CULVERT
 OH0421'NO. 3.20, 45 1/2 FEET EAST OF THE NEAREST RAIL, 2 FEET WEST OF THE
 OH0421'RIGHT-OF-WAY FENCE AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.  SET IN
 OH0421'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 7-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0619 ***********************************************************************
 OY0619  DESIGNATION -  F 75
 OY0619  PID         -  OY0619
 OY0619  STATE/COUNTY-  ID/BLAINE
 OY0619  USGS QUAD   -  MULE BUTTE (1972)
 OY0619
 OY0619                         *CURRENT SURVEY CONTROL
 OY0619  ___________________________________________________________________
 OY0619* NAD 83(1986)-  43 00 09.     (N)    113 19 32.     (W)     SCALED    
 OY0619* NAVD 88     -      1457.208  (meters)    4780.86   (feet)  ADJUSTED  
 OY0619  ___________________________________________________________________
 OY0619  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 OY0619  DYNAMIC HT  -        1456.387 (meters)    4778.16  (feet)  COMP
 OY0619  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 OY0619
 OY0619  VERT ORDER  -  SECOND    CLASS 0
 OY0619
 OY0619.The horizontal coordinates were scaled from a topographic map and have
 OY0619.an estimated accuracy of +/- 6 seconds.
 OY0619
 OY0619.The orthometric height was determined by differential leveling
 OY0619.and adjusted by the National Geodetic Survey in June 1991..
 OY0619
 OY0619.The geoid height was determined by GEOID03.
 OY0619
 OY0619.The dynamic height is computed by dividing the NAVD 88
 OY0619.geopotential number by the normal gravity value computed on the
 OY0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0619.degrees latitude (g = 980.6199 gals.).
 OY0619
 OY0619.The modeled gravity was interpolated from observed gravity values.
 OY0619
 OY0619;                    North         East    Units  Estimated Accuracy
 OY0619;SPC ID C     -   148,600.      554,990.      MT  (+/- 180 meters Scaled)
 OY0619
 OY0619                          SUPERSEDED SURVEY CONTROL
 OY0619
 OY0619  NGVD 29 (??/??/92) 1456.186  (m)         4777.50   (f) ADJ UNCH    2 0
 OY0619
 OY0619.Superseded values are not recommended for survey control.
 OY0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0619.See file dsdata.txt to determine how the superseded data were derived.
 OY0619
 OY0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN104637(NAD 83)
 OY0619_MARKER: DB = BENCH MARK DISK
 OY0619_SETTING: 66 = SET IN ROCK OUTCROP
 OY0619_SP_SET: BEDROCK
 OY0619_STAMPING: F 75 1958
 OY0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0619+STABILITY: POSITION/ELEVATION WELL
 OY0619
 OY0619  HISTORY     - Date     Condition        Report By
 OY0619  HISTORY     - 1958     MONUMENTED       CGS
 OY0619
 OY0619                          STATION DESCRIPTION
 OY0619
 OY0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0619'21.3 MI NE FROM MINIDOKA.
 OY0619'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0619'MINIDOKA, THENCE 5.2 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 OY0619'THENCE 15.9 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD, IN THE TOP OF
 OY0619'LAVA BEDROCK, 42 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 59 1/2
 OY0619'FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND FLUSH
 OY0619'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0144 ***********************************************************************
 NV0144  DESIGNATION -  F 76
 NV0144  PID         -  NV0144
 NV0144  STATE/COUNTY-  ID/CASSIA
 NV0144  USGS QUAD   -  MILNER BUTTE (1992)
 NV0144
 NV0144                         *CURRENT SURVEY CONTROL
 NV0144  ___________________________________________________________________
 NV0144* NAD 83(1986)-  42 26 28.     (N)    114 01 58.     (W)     SCALED    
 NV0144* NAVD 88     -      1318.137  (meters)    4324.59   (feet)  ADJUSTED  
 NV0144  ___________________________________________________________________
 NV0144  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 NV0144  DYNAMIC HT  -        1317.368 (meters)    4322.06  (feet)  COMP
 NV0144  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 NV0144
 NV0144  VERT ORDER  -  SECOND    CLASS 0
 NV0144
 NV0144.The horizontal coordinates were scaled from a topographic map and have
 NV0144.an estimated accuracy of +/- 6 seconds.
 NV0144
 NV0144.The orthometric height was determined by differential leveling
 NV0144.and adjusted by the National Geodetic Survey in June 1991..
 NV0144
 NV0144.The geoid height was determined by GEOID03.
 NV0144
 NV0144.The dynamic height is computed by dividing the NAVD 88
 NV0144.geopotential number by the normal gravity value computed on the
 NV0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0144.degrees latitude (g = 980.6199 gals.).
 NV0144
 NV0144.The modeled gravity was interpolated from observed gravity values.
 NV0144
 NV0144;                    North         East    Units  Estimated Accuracy
 NV0144;SPC ID C     -    86,020.      497,300.      MT  (+/- 180 meters Scaled)
 NV0144
 NV0144                          SUPERSEDED SURVEY CONTROL
 NV0144
 NV0144  NGVD 29 (??/??/92) 1317.147  (m)         4321.34   (f) ADJ UNCH    2 0
 NV0144
 NV0144.Superseded values are not recommended for survey control.
 NV0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0144.See file dsdata.txt to determine how the superseded data were derived.
 NV0144
 NV0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH440030(NAD 83)
 NV0144_MARKER: DB = BENCH MARK DISK
 NV0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0144_STAMPING: F 76 1958
 NV0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0144+STABILITY: SURFACE MOTION
 NV0144
 NV0144  HISTORY     - Date     Condition        Report By
 NV0144  HISTORY     - 1958     MONUMENTED       CGS
 NV0144
 NV0144                          STATION DESCRIPTION
 NV0144
 NV0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0144'6.05 MI S FROM MILNER.
 NV0144'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE MILNER BEAN
 NV0144'GROWERS WAREHOUSE AT MILNER, THENCE 2.6 MILES SOUTH ALONG AN ASPHALT
 NV0144'ROAD, THENCE 0.5 MILE SOUTHWEST ALONG U. S. HIGHWAY 30, THENCE 2.55
 NV0144'MILES SOUTH ALONG A DIRT ROAD, 0.5 MILE NORTH OF THE JUNCTION OF A
 NV0144'BLADED ROAD SOUTHWEST, 0.18 MILE SOUTH OF THE INTERSECTION OF A TRACK
 NV0144'ROAD, 37 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET WEST OF A
 NV0144'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 NV0144'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0155 ***********************************************************************
 NV0155  DESIGNATION -  F 77
 NV0155  PID         -  NV0155
 NV0155  STATE/COUNTY-  ID/TWIN FALLS
 NV0155  USGS QUAD   -  STRICKER BUTTE (1979)
 NV0155
 NV0155                         *CURRENT SURVEY CONTROL
 NV0155  ___________________________________________________________________
 NV0155* NAD 83(1986)-  42 26 04.     (N)    114 18 17.     (W)     SCALED    
 NV0155* NAVD 88     -      1252.597  (meters)    4109.56   (feet)  ADJUSTED  
 NV0155  ___________________________________________________________________
 NV0155  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 NV0155  DYNAMIC HT  -        1251.865 (meters)    4107.16  (feet)  COMP
 NV0155  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 NV0155
 NV0155  VERT ORDER  -  SECOND    CLASS 0
 NV0155
 NV0155.The horizontal coordinates were scaled from a topographic map and have
 NV0155.an estimated accuracy of +/- 6 seconds.
 NV0155
 NV0155.The orthometric height was determined by differential leveling
 NV0155.and adjusted by the National Geodetic Survey in June 1991..
 NV0155
 NV0155.The geoid height was determined by GEOID03.
 NV0155
 NV0155.The dynamic height is computed by dividing the NAVD 88
 NV0155.geopotential number by the normal gravity value computed on the
 NV0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0155.degrees latitude (g = 980.6199 gals.).
 NV0155
 NV0155.The modeled gravity was interpolated from observed gravity values.
 NV0155
 NV0155;                    North         East    Units  Estimated Accuracy
 NV0155;SPC ID C     -    85,320.      474,930.      MT  (+/- 180 meters Scaled)
 NV0155
 NV0155                          SUPERSEDED SURVEY CONTROL
 NV0155
 NV0155  NGVD 29 (??/??/92) 1251.629  (m)         4106.39   (f) ADJ UNCH    2 0
 NV0155
 NV0155.Superseded values are not recommended for survey control.
 NV0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0155.See file dsdata.txt to determine how the superseded data were derived.
 NV0155
 NV0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH216015(NAD 83)
 NV0155_MARKER: DB = BENCH MARK DISK
 NV0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0155_SP_SET: BRIDGE
 NV0155_STAMPING: F 77 1958
 NV0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0155
 NV0155  HISTORY     - Date     Condition        Report By
 NV0155  HISTORY     - 1958     MONUMENTED       CGS
 NV0155  HISTORY     - 1979     MARK NOT FOUND   USGS
 NV0155
 NV0155                          STATION DESCRIPTION
 NV0155
 NV0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0155'6.95 MI S FROM HANSEN.
 NV0155'6.95 MILES SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCTION OF U.S.
 NV0155'HIGHWAY 30 AT HANSEN, 0.55 MILE NORTH OF BENCH MARK Y 76, 0.2 MILE
 NV0155'NORTH OF ROCK CREEK BAR AND SERVICE STATION, IN THE TOP OF THE
 NV0155'NORTHEAST END OF THE NORTH CONCRETE BENT OF A WOODEN BRIDGE OVER
 NV0155'HIGHLINE CANAL, 9 1/2 FEET EAST OF THE CENTER LINE OF THE BRIDGE, AND
 NV0155'ABOUT 1 1/2 FEET LOWER THAN THE BRIDGE DECK.
 NV0155
 NV0155                          STATION RECOVERY (1979)
 NV0155
 NV0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NV0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0428 ***********************************************************************
 OY0428  DESIGNATION -  F 78
 OY0428  PID         -  OY0428
 OY0428  STATE/COUNTY-  ID/BINGHAM
 OY0428  USGS QUAD   -  ROCKFORD (1979)
 OY0428
 OY0428                         *CURRENT SURVEY CONTROL
 OY0428  ___________________________________________________________________
 OY0428* NAD 83(1986)-  43 11 21.     (N)    112 32 07.     (W)     SCALED    
 OY0428* NAVD 88     -      1362.473  (meters)    4470.05   (feet)  ADJUSTED  
 OY0428  ___________________________________________________________________
 OY0428  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 OY0428  DYNAMIC HT  -        1361.750 (meters)    4467.67  (feet)  COMP
 OY0428  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 OY0428
 OY0428  VERT ORDER  -  SECOND    CLASS 0
 OY0428
 OY0428.The horizontal coordinates were scaled from a topographic map and have
 OY0428.an estimated accuracy of +/- 6 seconds.
 OY0428
 OY0428.The orthometric height was determined by differential leveling
 OY0428.and adjusted by the National Geodetic Survey in June 1991..
 OY0428
 OY0428.The geoid height was determined by GEOID03.
 OY0428
 OY0428.The dynamic height is computed by dividing the NAVD 88
 OY0428.geopotential number by the normal gravity value computed on the
 OY0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0428.degrees latitude (g = 980.6199 gals.).
 OY0428
 OY0428.The modeled gravity was interpolated from observed gravity values.
 OY0428
 OY0428;                    North         East    Units  Estimated Accuracy
 OY0428;SPC ID E     -   169,180.      170,040.      MT  (+/- 180 meters Scaled)
 OY0428
 OY0428                          SUPERSEDED SURVEY CONTROL
 OY0428
 OY0428  NGVD 29 (??/??/92) 1361.451  (m)         4466.69   (f) ADJ UNCH    2 0
 OY0428
 OY0428.Superseded values are not recommended for survey control.
 OY0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0428.See file dsdata.txt to determine how the superseded data were derived.
 OY0428
 OY0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN752829(NAD 83)
 OY0428_MARKER: DB = BENCH MARK DISK
 OY0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0428_SP_SET: WALL
 OY0428_STAMPING: F 78 1958
 OY0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0428
 OY0428  HISTORY     - Date     Condition        Report By
 OY0428  HISTORY     - 1958     MONUMENTED       CGS
 OY0428
 OY0428                          STATION DESCRIPTION
 OY0428
 OY0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0428'IN ROCKFORD.
 OY0428'AT ROCKFORD, 0.25 MILE SOUTHWEST OF MILEPOLE 4, 80 YARDS SOUTHEAST AND
 OY0428'ACROSS STATE HIGHWAY 39 FROM THE UNION PACIFIC RAILROAD, AT PETERSONS
 OY0428'IGA FOOD LAND STORE, SET VERTICALLY IN THE WEST CONCRETE BLOCK WALL,
 OY0428'1.0 FOOT NORTH OF THE SOUTHWEST CORNER, AND 2.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0689 ***********************************************************************
 NU0689  DESIGNATION -  F 79
 NU0689  PID         -  NU0689
 NU0689  STATE/COUNTY-  ID/BINGHAM
 NU0689  USGS QUAD   -  AMERICAN FALLS NW (1971)
 NU0689
 NU0689                         *CURRENT SURVEY CONTROL
 NU0689  ___________________________________________________________________
 NU0689* NAD 83(1986)-  42 55 19.     (N)    112 52 55.     (W)     SCALED    
 NU0689* NAVD 88     -      1359.476  (meters)    4460.21   (feet)  ADJUSTED  
 NU0689  ___________________________________________________________________
 NU0689  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 NU0689  DYNAMIC HT  -        1358.710 (meters)    4457.70  (feet)  COMP
 NU0689  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 NU0689
 NU0689  VERT ORDER  -  SECOND    CLASS 0
 NU0689
 NU0689.The horizontal coordinates were scaled from a topographic map and have
 NU0689.an estimated accuracy of +/- 6 seconds.
 NU0689
 NU0689.The orthometric height was determined by differential leveling
 NU0689.and adjusted by the National Geodetic Survey in June 1991..
 NU0689
 NU0689.The geoid height was determined by GEOID03.
 NU0689
 NU0689.The dynamic height is computed by dividing the NAVD 88
 NU0689.geopotential number by the normal gravity value computed on the
 NU0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0689.degrees latitude (g = 980.6199 gals.).
 NU0689
 NU0689.The modeled gravity was interpolated from observed gravity values.
 NU0689
 NU0689;                    North         East    Units  Estimated Accuracy
 NU0689;SPC ID E     -   139,680.      141,610.      MT  (+/- 180 meters Scaled)
 NU0689
 NU0689                          SUPERSEDED SURVEY CONTROL
 NU0689
 NU0689  NGVD 29 (??/??/92) 1358.443  (m)         4456.83   (f) ADJ UNCH    2 0
 NU0689
 NU0689.Superseded values are not recommended for survey control.
 NU0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0689.See file dsdata.txt to determine how the superseded data were derived.
 NU0689
 NU0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN464538(NAD 83)
 NU0689_MARKER: DB = BENCH MARK DISK
 NU0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0689_STAMPING: F 79 1958
 NU0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0689+STABILITY: SURFACE MOTION
 NU0689
 NU0689  HISTORY     - Date     Condition        Report By
 NU0689  HISTORY     - 1958     MONUMENTED       CGS
 NU0689
 NU0689                          STATION DESCRIPTION
 NU0689
 NU0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0689'3.6 MI SW FROM ABERDEEN.
 NU0689'1.9 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 NU0689'ABERDEEN, THENCE 1.7 MILES WEST ALONG AIRPORT ROAD, 71 FEET SOUTHEAST
 NU0689'OF THE CENTER OF THE T JUNCTION OF THE ENTRANCE ROAD TO ABERDEEN
 NU0689'MUNICIPAL AIRPORT, 39 FEET SOUTH OF THE CENTER LINE OF AIRPORT ROAD,
 NU0689'81.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HANGAR, 60 FEET EAST
 NU0689'OF THE CENTER LINE OF THE ENTRANCE ROAD, 4 FEET WEST OF A TELEPHONE
 NU0689'POLE, 2.5 FEET NORTH OF A WITNESS POST, LEVEL WITH THE ROADS, AND SET
 NU0689'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0144 ***********************************************************************
 PZ0144  DESIGNATION -  F 8
 PZ0144  PID         -  PZ0144
 PZ0144  STATE/COUNTY-  ID/CLARK
 PZ0144  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0144
 PZ0144                         *CURRENT SURVEY CONTROL
 PZ0144  ___________________________________________________________________
 PZ0144* NAD 83(1986)-  44 22 56.     (N)    112 11 09.     (W)     SCALED    
 PZ0144* NAVD 88     -      1805.590  (meters)    5923.84   (feet)  ADJUSTED  
 PZ0144  ___________________________________________________________________
 PZ0144  GEOID HEIGHT-         -10.08  (meters)                     GEOID03
 PZ0144  DYNAMIC HT  -        1804.633 (meters)    5920.70  (feet)  COMP
 PZ0144  MODELED GRAV-     980,023.7   (mgal)                       NAVD 88
 PZ0144
 PZ0144  VERT ORDER  -  FIRST     CLASS II
 PZ0144
 PZ0144.The horizontal coordinates were scaled from a topographic map and have
 PZ0144.an estimated accuracy of +/- 6 seconds.
 PZ0144
 PZ0144.The orthometric height was determined by differential leveling
 PZ0144.and adjusted by the National Geodetic Survey in June 1991..
 PZ0144
 PZ0144.The geoid height was determined by GEOID03.
 PZ0144
 PZ0144.The dynamic height is computed by dividing the NAVD 88
 PZ0144.geopotential number by the normal gravity value computed on the
 PZ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0144.degrees latitude (g = 980.6199 gals.).
 PZ0144
 PZ0144.The modeled gravity was interpolated from observed gravity values.
 PZ0144
 PZ0144;                    North         East    Units  Estimated Accuracy
 PZ0144;SPC ID E     -   301,660.      198,470.      MT  (+/- 180 meters Scaled)
 PZ0144
 PZ0144                          SUPERSEDED SURVEY CONTROL
 PZ0144
 PZ0144  NGVD 29 (??/??/92) 1804.363  (m)         5919.81   (f) ADJ UNCH    1 2
 PZ0144
 PZ0144.Superseded values are not recommended for survey control.
 PZ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0144.See file dsdata.txt to determine how the superseded data were derived.
 PZ0144
 PZ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ055150(NAD 83)
 PZ0144_MARKER: B = BOLT
 PZ0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0144_SP_SET: ABUTMENT
 PZ0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0144
 PZ0144  HISTORY     - Date     Condition        Report By
 PZ0144  HISTORY     - UNK      MONUMENTED       CGS
 PZ0144  HISTORY     - 1967     GOOD             NGS
 PZ0144
 PZ0144                          STATION DESCRIPTION
 PZ0144
 PZ0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0144'1.85 MI N FROM SPENCER.
 PZ0144'1.85 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 PZ0144'KILGORE ROAD AT SPENCER, 0.5 MILE NORTH ALONG U.S. HIGHWAY 91, THENCE
 PZ0144'0.35 MILE NORTH ALONG THE RAILROAD FROM BENCH MARK F 89, 3 1/2 POLES
 PZ0144'NORTH OF MILEPOLE 250, IN THE TOP AND 1.5 FEET WEST OF THE EAST END OF
 PZ0144'THE SOUTH CONCRETE ABUTMENT OF RAILROAD BRIDGE 250.12, 5.8 FEET EAST
 PZ0144'OF THE EAST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0422 ***********************************************************************
 NU0422  DESIGNATION -  F 80
 NU0422  PID         -  NU0422
 NU0422  STATE/COUNTY-  ID/ONEIDA
 NU0422  USGS QUAD   -  STONE (1973)
 NU0422
 NU0422                         *CURRENT SURVEY CONTROL
 NU0422  ___________________________________________________________________
 NU0422* NAD 83(1986)-  42 07 25.     (N)    112 39 20.     (W)     SCALED    
 NU0422* NAVD 88     -      1453.485  (meters)    4768.64   (feet)  ADJUSTED  
 NU0422  ___________________________________________________________________
 NU0422  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 NU0422  DYNAMIC HT  -        1452.517 (meters)    4765.47  (feet)  COMP
 NU0422  MODELED GRAV-     979,905.3   (mgal)                       NAVD 88
 NU0422
 NU0422  VERT ORDER  -  SECOND    CLASS 0
 NU0422
 NU0422.The horizontal coordinates were scaled from a topographic map and have
 NU0422.an estimated accuracy of +/- 6 seconds.
 NU0422
 NU0422.The orthometric height was determined by differential leveling
 NU0422.and adjusted by the National Geodetic Survey in June 1991..
 NU0422
 NU0422.The geoid height was determined by GEOID03.
 NU0422
 NU0422.The dynamic height is computed by dividing the NAVD 88
 NU0422.geopotential number by the normal gravity value computed on the
 NU0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0422.degrees latitude (g = 980.6199 gals.).
 NU0422
 NU0422.The modeled gravity was interpolated from observed gravity values.
 NU0422
 NU0422;                    North         East    Units  Estimated Accuracy
 NU0422;SPC ID E     -    50,870.      159,580.      MT  (+/- 180 meters Scaled)
 NU0422
 NU0422                          SUPERSEDED SURVEY CONTROL
 NU0422
 NU0422  NGVD 29 (??/??/92) 1452.425  (m)         4765.16   (f) ADJ UNCH    2 0
 NU0422
 NU0422.Superseded values are not recommended for survey control.
 NU0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0422.See file dsdata.txt to determine how the superseded data were derived.
 NU0422
 NU0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM631648(NAD 83)
 NU0422_MARKER: DB = BENCH MARK DISK
 NU0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0422_STAMPING: F 80 1934
 NU0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0422+STABILITY: SURFACE MOTION
 NU0422
 NU0422  HISTORY     - Date     Condition        Report By
 NU0422  HISTORY     - 1934     MONUMENTED       CGS
 NU0422  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0422
 NU0422                          STATION DESCRIPTION
 NU0422
 NU0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0422'2.7 MI S FROM SNOWVILLE.
 NU0422'2.7 MILES SOUTH ALONG THE ROAD LEADING TO SNOWVILLE, UTAH, FROM THE
 NU0422'SCHOOLHOUSE AT HOLBROOK, ONEIDA COUNTY, IDAHO, ABOUT 1/2 MILE SOUTH OF
 NU0422'A FARMHOUSE, ABOUT 1/3 MILE NORTH OF A FARMHOUSE, AND 30 FEET EAST OF
 NU0422'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED F 80 1934 AND
 NU0422'SET IN THE TOP OF A CONCRETE POST.
 NU0422
 NU0422                          STATION RECOVERY (1973)
 NU0422
 NU0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1060 ***********************************************************************
 NU1060  DESIGNATION -  F 81
 NU1060  PID         -  NU1060
 NU1060  STATE/COUNTY-  ID/CASSIA
 NU1060  USGS QUAD   -  CHOKECHERRY CANYON (1978)
 NU1060
 NU1060                         *CURRENT SURVEY CONTROL
 NU1060  ___________________________________________________________________
 NU1060* NAD 83(1986)-  42 00 29.     (N)    113 26 46.     (W)     SCALED    
 NU1060* NAVD 88     -      1692.857  (meters)    5553.98   (feet)  ADJUSTED  
 NU1060  ___________________________________________________________________
 NU1060  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 NU1060  DYNAMIC HT  -        1691.634 (meters)    5549.97  (feet)  COMP
 NU1060  MODELED GRAV-     979,839.6   (mgal)                       NAVD 88
 NU1060
 NU1060  VERT ORDER  -  SECOND    CLASS 0
 NU1060
 NU1060.The horizontal coordinates were scaled from a topographic map and have
 NU1060.an estimated accuracy of +/- 6 seconds.
 NU1060
 NU1060.The orthometric height was determined by differential leveling
 NU1060.and adjusted by the National Geodetic Survey in June 1991..
 NU1060
 NU1060.The geoid height was determined by GEOID03.
 NU1060
 NU1060.The dynamic height is computed by dividing the NAVD 88
 NU1060.geopotential number by the normal gravity value computed on the
 NU1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1060.degrees latitude (g = 980.6199 gals.).
 NU1060
 NU1060.The modeled gravity was interpolated from observed gravity values.
 NU1060
 NU1060;                    North         East    Units  Estimated Accuracy
 NU1060;SPC ID C     -    38,070.      545,880.      MT  (+/- 180 meters Scaled)
 NU1060
 NU1060                          SUPERSEDED SURVEY CONTROL
 NU1060
 NU1060  NGVD 29 (??/??/92) 1691.717  (m)         5550.24   (f) ADJ UNCH    2 0
 NU1060
 NU1060.Superseded values are not recommended for survey control.
 NU1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1060.See file dsdata.txt to determine how the superseded data were derived.
 NU1060
 NU1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM974535(NAD 83)
 NU1060_MARKER: DB = BENCH MARK DISK
 NU1060_SETTING: 80 = SET IN A BOULDER
 NU1060_SP_SET: BOULDER
 NU1060_STAMPING: F 81 1934
 NU1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1060+STABILITY: SURFACE MOTION
 NU1060
 NU1060  HISTORY     - Date     Condition        Report By
 NU1060  HISTORY     - 1934     MONUMENTED       CGS
 NU1060  HISTORY     - 1970     GOOD             USGS
 NU1060
 NU1060                          STATION DESCRIPTION
 NU1060
 NU1060'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NU1060'2.1 MI W FROM STANROD.
 NU1060'8.1 MILES WEST ALONG THE STREVELL-OAKLEY ROAD FROM.  1400 FEET SOUTH
 NU1060'OF STRAVELL-OAKLEY ROAD.  300 FEET EAST OF SMALL STOCK POND, 100 FEET
 NU1060'SOUTH OF THE CENTERLINE OF THE OLD STREVEL-OAKLEY ROAD, AND IN THE
 NU1060'LOWER ROCK OUTCROP OF A CHAIN OF BOLDERS.  SET IN DRILL HOLE IN TOP OF
 NU1060'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0428 ***********************************************************************
 NU0428  DESIGNATION -  F 82
 NU0428  PID         -  NU0428
 NU0428  STATE/COUNTY-  ID/ONEIDA
 NU0428  USGS QUAD   -  HOLBROOK (1973)
 NU0428
 NU0428                         *CURRENT SURVEY CONTROL
 NU0428  ___________________________________________________________________
 NU0428* NAD 83(1986)-  42 12 08.     (N)    112 41 10.     (W)     SCALED    
 NU0428* NAVD 88     -      1480.418  (meters)    4857.00   (feet)  ADJUSTED  
 NU0428  ___________________________________________________________________
 NU0428  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NU0428  DYNAMIC HT  -        1479.437 (meters)    4853.79  (feet)  COMP
 NU0428  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 NU0428
 NU0428  VERT ORDER  -  SECOND    CLASS 0
 NU0428
 NU0428.The horizontal coordinates were scaled from a topographic map and have
 NU0428.an estimated accuracy of +/- 6 seconds.
 NU0428
 NU0428.The orthometric height was determined by differential leveling
 NU0428.and adjusted by the National Geodetic Survey in June 1991..
 NU0428
 NU0428.The geoid height was determined by GEOID03.
 NU0428
 NU0428.The dynamic height is computed by dividing the NAVD 88
 NU0428.geopotential number by the normal gravity value computed on the
 NU0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0428.degrees latitude (g = 980.6199 gals.).
 NU0428
 NU0428.The modeled gravity was interpolated from observed gravity values.
 NU0428
 NU0428;                    North         East    Units  Estimated Accuracy
 NU0428;SPC ID E     -    59,610.      157,100.      MT  (+/- 180 meters Scaled)
 NU0428
 NU0428                          SUPERSEDED SURVEY CONTROL
 NU0428
 NU0428  NGVD 29 (??/??/92) 1479.347  (m)         4853.49   (f) ADJ UNCH    2 0
 NU0428
 NU0428.Superseded values are not recommended for survey control.
 NU0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0428.See file dsdata.txt to determine how the superseded data were derived.
 NU0428
 NU0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM608736(NAD 83)
 NU0428_MARKER: DB = BENCH MARK DISK
 NU0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0428_STAMPING: F 82 1934
 NU0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0428+STABILITY: SURFACE MOTION
 NU0428
 NU0428  HISTORY     - Date     Condition        Report By
 NU0428  HISTORY     - 1934     MONUMENTED       CGS
 NU0428  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0428
 NU0428                          STATION DESCRIPTION
 NU0428
 NU0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0428'3.9 MI N FROM HOLBROOK.
 NU0428'3.9 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE SCHOOLHOUSE AT
 NU0428'HOLBROOK, ONEIDA COUNTY, ABOUT 3/4 MILE NORTH OF A FARMHOUSE, AND 28
 NU0428'FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED F
 NU0428'82 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NU0428
 NU0428                          STATION RECOVERY (1973)
 NU0428
 NU0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0422 ***********************************************************************
 SV0422  DESIGNATION -  F 84
 SV0422  PID         -  SV0422
 SV0422  STATE/COUNTY-  ID/KOOTENAI
 SV0422  USGS QUAD   -  FERNAN LAKE (1981)
 SV0422
 SV0422                         *CURRENT SURVEY CONTROL
 SV0422  ___________________________________________________________________
 SV0422* NAD 83(1986)-  47 39 39.     (N)    116 44 44.     (W)     SCALED    
 SV0422* NAVD 88     -       652.906  (meters)    2142.08   (feet)  ADJUSTED  
 SV0422  ___________________________________________________________________
 SV0422  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 SV0422  DYNAMIC HT  -         652.933 (meters)    2142.16  (feet)  COMP
 SV0422  MODELED GRAV-     980,632.8   (mgal)                       NAVD 88
 SV0422
 SV0422  VERT ORDER  -  SECOND    CLASS 0
 SV0422
 SV0422.The horizontal coordinates were scaled from a topographic map and have
 SV0422.an estimated accuracy of +/- 6 seconds.
 SV0422
 SV0422.The orthometric height was determined by differential leveling
 SV0422.and adjusted by the National Geodetic Survey in June 1991..
 SV0422
 SV0422.The geoid height was determined by GEOID03.
 SV0422
 SV0422.The dynamic height is computed by dividing the NAVD 88
 SV0422.geopotential number by the normal gravity value computed on the
 SV0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0422.degrees latitude (g = 980.6199 gals.).
 SV0422
 SV0422.The modeled gravity was interpolated from observed gravity values.
 SV0422
 SV0422;                    North         East    Units  Estimated Accuracy
 SV0422;SPC ID W     -   666,540.      725,230.      MT  (+/- 180 meters Scaled)
 SV0422
 SV0422                          SUPERSEDED SURVEY CONTROL
 SV0422
 SV0422  NGVD 29 (??/??/92)  651.771  (m)         2138.35   (f) ADJ UNCH    2 0
 SV0422
 SV0422.Superseded values are not recommended for survey control.
 SV0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0422.See file dsdata.txt to determine how the superseded data were derived.
 SV0422
 SV0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN191786(NAD 83)
 SV0422_MARKER: DB = BENCH MARK DISK
 SV0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0422_STAMPING: F 84 1958
 SV0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0422+STABILITY: SURFACE MOTION
 SV0422
 SV0422  HISTORY     - Date     Condition        Report By
 SV0422  HISTORY     - 1958     MONUMENTED       CGS
 SV0422  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0422
 SV0422                          STATION DESCRIPTION
 SV0422
 SV0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0422'2.4 MI E FROM COEUR DALENE.
 SV0422'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR DALENE,
 SV0422'THENCE 2.3 MILES EAST ALONG U.S. HIGHWAY 10.  0.1 MILE SOUTHEAST OF
 SV0422'THE SUMMIT OF A HILL, 33.0 FEET SOUTH OF THE CENTERLINE OF THE
 SV0422'HIGHWAY, 5.5 FEET NORTH OF THE NORTH EDGE OF COEUR DALENE LAKE, 6.8
 SV0422'FEET WEST OF A METAL WITNESS POST, SET IN TOP OF A ROUND CONCRETE POST
 SV0422'PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 SV0422
 SV0422                          STATION RECOVERY (1976)
 SV0422
 SV0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0624 ***********************************************************************
 OZ0624  DESIGNATION -  F 85 RESET
 OZ0624  PID         -  OZ0624
 OZ0624  STATE/COUNTY-  ID/ELMORE
 OZ0624  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0624
 OZ0624                         *CURRENT SURVEY CONTROL
 OZ0624  ___________________________________________________________________
 OZ0624* NAD 83(1986)-  43 20 46.     (N)    115 57 19.     (W)     SCALED    
 OZ0624* NAVD 88     -      1008.183  (meters)    3307.68   (feet)  ADJUSTED  
 OZ0624  ___________________________________________________________________
 OZ0624  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 OZ0624  DYNAMIC HT  -        1007.735 (meters)    3306.21  (feet)  COMP
 OZ0624  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 OZ0624
 OZ0624  VERT ORDER  -  FIRST     CLASS II
 OZ0624
 OZ0624.The horizontal coordinates were scaled from a topographic map and have
 OZ0624.an estimated accuracy of +/- 6 seconds.
 OZ0624
 OZ0624.The orthometric height was determined by differential leveling
 OZ0624.and adjusted by the National Geodetic Survey in June 1991..
 OZ0624
 OZ0624.The geoid height was determined by GEOID03.
 OZ0624
 OZ0624.The dynamic height is computed by dividing the NAVD 88
 OZ0624.geopotential number by the normal gravity value computed on the
 OZ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0624.degrees latitude (g = 980.6199 gals.).
 OZ0624
 OZ0624.The modeled gravity was interpolated from observed gravity values.
 OZ0624
 OZ0624;                    North         East    Units  Estimated Accuracy
 OZ0624;SPC ID W     -   186,570.      783,360.      MT  (+/- 180 meters Scaled)
 OZ0624
 OZ0624                          SUPERSEDED SURVEY CONTROL
 OZ0624
 OZ0624  NGVD 29 (??/??/??) 1007.22   (m)         3304.5    (f) RESET       3  
 OZ0624
 OZ0624.Superseded values are not recommended for survey control.
 OZ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0624.See file dsdata.txt to determine how the superseded data were derived.
 OZ0624
 OZ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH846997(NAD 83)
 OZ0624_MARKER: DD = SURVEY DISK
 OZ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0624_STAMPING: F 85 RESET 1960
 OZ0624_MARK LOGO: CGS   
 OZ0624_PROJECTION: FLUSH
 OZ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0624+STABILITY: SURFACE MOTION
 OZ0624
 OZ0624  HISTORY     - Date     Condition        Report By
 OZ0624  HISTORY     - 1960     MONUMENTED       IDDH
 OZ0624  HISTORY     - 1983     GOOD             NGS
 OZ0624
 OZ0624                          STATION DESCRIPTION
 OZ0624
 OZ0624'DESCRIBED BY ID DEPT OF HIGHWAYS 1960
 OZ0624'6.15 MI NE FROM ORCHARD.
 OZ0624'4.55 MILES NORTHEAST ALONG DIRT ROAD FROM THE ORCHARD RAILROAD SIDING
 OZ0624'OF THE UNION PACIFIC RAILROAD TO ITS JUNCTION WITH U.S. HIGHWAY 30,
 OZ0624'THENCE 1.6 MILES SOUTHEAST ALONG THE HIGHWAY, 91 FEET WEST FROM THE
 OZ0624'CENTERLINE OF THE HIGHWAY, 118 FEET NORTHWEST OF THE CENTERLINE OF THE
 OZ0624'GRANDVIEW ROAD, 102 FEET EAST FROM THE NORTHEAST CORNER OF THE BEACON
 OZ0624'CAFE, 6 FEET EAST OF A METAL WITNESS POST WITH SIGN, AND SET IN A
 OZ0624'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND LEVEL.
 OZ0624
 OZ0624                          STATION RECOVERY (1983)
 OZ0624
 OZ0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0624'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.0 KM
 OZ0624'(8.1 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC RAILROAD
 OZ0624'STATION AT BOISE, THENCE 23.3 KM (14.5 MI) SOUTHEAST ALONG INTERSTATE
 OZ0624'84, AT THE NORTHEAST EDGE OF A PAVED PARKING LOT OF THE OLD BEACON
 OZ0624'INN, IN LINE WITH A ROW OF POWER POLES, 0.25 KM (0.15 MI) NORTHWEST OF
 OZ0624'THE SIMCO ROAD OVERPASS, 0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 74,
 OZ0624'ALSO 32.8 KM (20.4 MI) NORTHWEST OF MOUNTAIN HOME, 29.0 METERS (95 FT)
 OZ0624'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES, 11.5 METERS
 OZ0624'(38 FT) SOUTHWEST OF THE CENTER OF THE EXIT RAMP, 8.2 METERS (27 FT)
 OZ0624'NORTHWEST OF AN OFFSET IN THE RIGHT OF WAY FENCE, 2.5 METERS (8 FT)
 OZ0624'EAST OF A POWER POLE WITH ONE GUY WIRE ATTACHED, 1.8 METERS (6 FT)
 OZ0624'NORTHEAST OF THE RIGHT OF WAY FENCE.
 OZ0624'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 OZ0624'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0506 ***********************************************************************
 OZ0506  DESIGNATION -  F 87
 OZ0506  PID         -  OZ0506
 OZ0506  STATE/COUNTY-  ID/ELMORE
 OZ0506  USGS QUAD   -  HOT SPRINGS CREEK RESERVOIR (1986)
 OZ0506
 OZ0506                         *CURRENT SURVEY CONTROL
 OZ0506  ___________________________________________________________________
 OZ0506* NAD 83(1986)-  43 04 40.     (N)    115 29 12.     (W)     SCALED    
 OZ0506* NAVD 88     -       991.388  (meters)    3252.58   (feet)  ADJUSTED  
 OZ0506  ___________________________________________________________________
 OZ0506  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 OZ0506  DYNAMIC HT  -         990.928 (meters)    3251.07  (feet)  COMP
 OZ0506  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 OZ0506
 OZ0506  VERT ORDER  -  SECOND    CLASS 0
 OZ0506
 OZ0506.The horizontal coordinates were scaled from a topographic map and have
 OZ0506.an estimated accuracy of +/- 6 seconds.
 OZ0506
 OZ0506.The orthometric height was determined by differential leveling
 OZ0506.and adjusted by the National Geodetic Survey in June 1991..
 OZ0506
 OZ0506.The geoid height was determined by GEOID03.
 OZ0506
 OZ0506.The dynamic height is computed by dividing the NAVD 88
 OZ0506.geopotential number by the normal gravity value computed on the
 OZ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0506.degrees latitude (g = 980.6199 gals.).
 OZ0506
 OZ0506.The modeled gravity was interpolated from observed gravity values.
 OZ0506
 OZ0506;                    North         East    Units  Estimated Accuracy
 OZ0506;SPC ID W     -   156,770.      821,440.      MT  (+/- 180 meters Scaled)
 OZ0506
 OZ0506                          SUPERSEDED SURVEY CONTROL
 OZ0506
 OZ0506  NGVD 29 (??/??/92)  990.494  (m)         3249.65   (f) ADJ UNCH    2 0
 OZ0506
 OZ0506.Superseded values are not recommended for survey control.
 OZ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0506.See file dsdata.txt to determine how the superseded data were derived.
 OZ0506
 OZ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH231705(NAD 83)
 OZ0506_MARKER: DB = BENCH MARK DISK
 OZ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0506_STAMPING: F 87 1959
 OZ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0506+STABILITY: SURFACE MOTION
 OZ0506
 OZ0506  HISTORY     - Date     Condition        Report By
 OZ0506  HISTORY     - 1959     MONUMENTED       CGS
 OZ0506
 OZ0506                          STATION DESCRIPTION
 OZ0506
 OZ0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0506'12.7 MI E FROM MOUNTAIN HOME.
 OZ0506'3.3 MILES SOUTHEAST ON SOUTH MAIN STREET FROM ITS INTERSECTION WITH
 OZ0506'U.S. HIGHWAY 30 AT MOUNTAIN HOME, THENCE 6.1 MILES EAST ON PAVED ROAD,
 OZ0506'THENCE 3.3 MILES EAST ON GRAVEL ROAD, 60.0 FEET WEST OF THE CENTERLINE
 OZ0506'OF A NORTH-SOUTH GRAVEL ROAD, 45.0 FEET SOUTH OF THE CENTERLINE OF A
 OZ0506'EAST-WEST GRAVEL ROAD, 14.0 FEET SOUTH OF A SIGN COMPRESSOR STATION
 OZ0506'NO. 11, 3 INCHES SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN A
 OZ0506'SQUARE CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0565 ***********************************************************************
 NV0565  DESIGNATION -  F 88
 NV0565  PID         -  NV0565
 NV0565  STATE/COUNTY-  ID/ELMORE
 NV0565  USGS QUAD   -  GLENNS FERRY (1992)
 NV0565
 NV0565                         *CURRENT SURVEY CONTROL
 NV0565  ___________________________________________________________________
 NV0565* NAD 83(1986)-  42 57 57.     (N)    115 20 26.     (W)     SCALED    
 NV0565* NAVD 88     -       847.551  (meters)    2780.67   (feet)  ADJUSTED  
 NV0565  ___________________________________________________________________
 NV0565  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 NV0565  DYNAMIC HT  -         847.193 (meters)    2779.50  (feet)  COMP
 NV0565  MODELED GRAV-     980,170.5   (mgal)                       NAVD 88
 NV0565
 NV0565  VERT ORDER  -  SECOND    CLASS 0
 NV0565
 NV0565.The horizontal coordinates were scaled from a topographic map and have
 NV0565.an estimated accuracy of +/- 6 seconds.
 NV0565
 NV0565.The orthometric height was determined by differential leveling
 NV0565.and adjusted by the National Geodetic Survey in June 1991..
 NV0565
 NV0565.The geoid height was determined by GEOID03.
 NV0565
 NV0565.The dynamic height is computed by dividing the NAVD 88
 NV0565.geopotential number by the normal gravity value computed on the
 NV0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0565.degrees latitude (g = 980.6199 gals.).
 NV0565
 NV0565.The modeled gravity was interpolated from observed gravity values.
 NV0565
 NV0565;                    North         East    Units  Estimated Accuracy
 NV0565;SPC ID W     -   144,380.      833,400.      MT  (+/- 180 meters Scaled)
 NV0565
 NV0565                          SUPERSEDED SURVEY CONTROL
 NV0565
 NV0565  NGVD 29 (??/??/92)  846.720  (m)         2777.95   (f) ADJ UNCH    2 0
 NV0565
 NV0565.Superseded values are not recommended for survey control.
 NV0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0565.See file dsdata.txt to determine how the superseded data were derived.
 NV0565
 NV0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH353583(NAD 83)
 NV0565_MARKER: DB = BENCH MARK DISK
 NV0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0565_STAMPING: F 88 1959
 NV0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0565+STABILITY: SURFACE MOTION
 NV0565
 NV0565  HISTORY     - Date     Condition        Report By
 NV0565  HISTORY     - 1959     MONUMENTED       CGS
 NV0565  HISTORY     - 1983     GOOD             NGS
 NV0565
 NV0565                          STATION DESCRIPTION
 NV0565
 NV0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0565'2.7 MI NW FROM GLENNS FERRY.
 NV0565'0.1 MILE WEST ALONG IDAHO AVE. FROM THE GLENNS FERRY RAILROAD STATION,
 NV0565'THENCE 0.3 MILE NORTH ON COMMERCIAL STREET, THENCE 0.4 MILE WEST ON
 NV0565'U.S. HIGHWAY 30, THENCE 1.9 MILES NORTHWEST ON PAVED ROAD, 49.0 FEET
 NV0565'SOUTH OF THE CENTERLINE OF THE ROAD, 5.8 FEET SOUTH OF A METAL WITNESS
 NV0565'POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6
 NV0565'INCHES.
 NV0565
 NV0565                          STATION RECOVERY (1983)
 NV0565
 NV0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0565'0.15 KM (0.1 MI) WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0565'STATION AT GLENNS FERRY, THENCE 0.5 KM (0.3 MI) NORTH ALONG
 NV0565'COMMERCIAL ST., THENCE 0.65 KM (0.4 MI) WEST ALONG OLD HWY 30, THENCE
 NV0565'0.85 KM (0.5 MI) NORTH ALONG BANNOCK ROAD, THENCE 2.6 KM (1.6 MI)
 NV0565'NORTHWEST ALONG BENNETT ROAD, 14.9 (49.0 FT) NORTH CENTERLINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0143 ***********************************************************************
 PZ0143  DESIGNATION -  F 89
 PZ0143  PID         -  PZ0143
 PZ0143  STATE/COUNTY-  ID/CLARK
 PZ0143  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0143
 PZ0143                         *CURRENT SURVEY CONTROL
 PZ0143  ___________________________________________________________________
 PZ0143* NAD 83(1986)-  44 22 16.     (N)    112 11 08.     (W)     SCALED    
 PZ0143* NAVD 88     -      1794.412  (meters)    5887.17   (feet)  ADJUSTED  
 PZ0143  ___________________________________________________________________
 PZ0143  GEOID HEIGHT-         -10.12  (meters)                     GEOID03
 PZ0143  DYNAMIC HT  -        1793.462 (meters)    5884.05  (feet)  COMP
 PZ0143  MODELED GRAV-     980,024.9   (mgal)                       NAVD 88
 PZ0143
 PZ0143  VERT ORDER  -  FIRST     CLASS II
 PZ0143
 PZ0143.The horizontal coordinates were scaled from a topographic map and have
 PZ0143.an estimated accuracy of +/- 6 seconds.
 PZ0143
 PZ0143.The orthometric height was determined by differential leveling
 PZ0143.and adjusted by the National Geodetic Survey in June 1991..
 PZ0143
 PZ0143.The geoid height was determined by GEOID03.
 PZ0143
 PZ0143.The dynamic height is computed by dividing the NAVD 88
 PZ0143.geopotential number by the normal gravity value computed on the
 PZ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0143.degrees latitude (g = 980.6199 gals.).
 PZ0143
 PZ0143.The modeled gravity was interpolated from observed gravity values.
 PZ0143
 PZ0143;                    North         East    Units  Estimated Accuracy
 PZ0143;SPC ID E     -   300,430.      198,500.      MT  (+/- 180 meters Scaled)
 PZ0143
 PZ0143                          SUPERSEDED SURVEY CONTROL
 PZ0143
 PZ0143  NGVD 29 (??/??/92) 1793.190  (m)         5883.16   (f) ADJ UNCH    1 2
 PZ0143
 PZ0143.Superseded values are not recommended for survey control.
 PZ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0143.See file dsdata.txt to determine how the superseded data were derived.
 PZ0143
 PZ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ055137(NAD 83)
 PZ0143_MARKER: DB = BENCH MARK DISK
 PZ0143_SETTING: 80 = SET IN A BOULDER
 PZ0143_SP_SET: BOULDER
 PZ0143_STAMPING: F 89 1959
 PZ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0143+STABILITY: SURFACE MOTION
 PZ0143
 PZ0143  HISTORY     - Date     Condition        Report By
 PZ0143  HISTORY     - 1959     MONUMENTED       CGS
 PZ0143  HISTORY     - 1967     GOOD             NGS
 PZ0143
 PZ0143                          STATION DESCRIPTION
 PZ0143
 PZ0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0143'0.8 MI N FROM SPENCER.
 PZ0143'0.8 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER, 0.1
 PZ0143'MILE SOUTH OF TARGHEE NATIONAL FOREST BOUNDARY SIGN, NEAR THE SOUTH
 PZ0143'END OF A 450-FOOT TANGENT, IN THE TOP OF A 2- BY 2- FOOT BOULDER WHICH
 PZ0143'IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND, 24 FEET WEST OF THE
 PZ0143'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0023 ***********************************************************************
 OY0023  DESIGNATION -  F 91
 OY0023  PID         -  OY0023
 OY0023  STATE/COUNTY-  ID/BONNEVILLE
 OY0023  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0023
 OY0023                         *CURRENT SURVEY CONTROL
 OY0023  ___________________________________________________________________
 OY0023* NAD 83(1986)-  43 34 18.     (N)    112 03 16.     (W)     SCALED    
 OY0023* NAVD 88     -      1446.939  (meters)    4747.17   (feet)  ADJUSTED  
 OY0023  ___________________________________________________________________
 OY0023  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 OY0023  DYNAMIC HT  -        1446.183 (meters)    4744.69  (feet)  COMP
 OY0023  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 OY0023
 OY0023  VERT ORDER  -  FIRST     CLASS II
 OY0023
 OY0023.The horizontal coordinates were scaled from a topographic map and have
 OY0023.an estimated accuracy of +/- 6 seconds.
 OY0023
 OY0023.The orthometric height was determined by differential leveling
 OY0023.and adjusted by the National Geodetic Survey in June 1991..
 OY0023
 OY0023.The geoid height was determined by GEOID03.
 OY0023
 OY0023.The dynamic height is computed by dividing the NAVD 88
 OY0023.geopotential number by the normal gravity value computed on the
 OY0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0023.degrees latitude (g = 980.6199 gals.).
 OY0023
 OY0023.The modeled gravity was interpolated from observed gravity values.
 OY0023
 OY0023;                    North         East    Units  Estimated Accuracy
 OY0023;SPC ID E     -   211,610.      209,070.      MT  (+/- 180 meters Scaled)
 OY0023
 OY0023                          SUPERSEDED SURVEY CONTROL
 OY0023
 OY0023  NGVD 29 (??/??/92) 1445.854  (m)         4743.61   (f) ADJ UNCH    1 2
 OY0023
 OY0023.Superseded values are not recommended for survey control.
 OY0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0023.See file dsdata.txt to determine how the superseded data were derived.
 OY0023
 OY0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP148248(NAD 83)
 OY0023_MARKER: DB = BENCH MARK DISK
 OY0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0023_SP_SET: BUILDING
 OY0023_STAMPING: F 91 1959
 OY0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0023
 OY0023  HISTORY     - Date     Condition        Report By
 OY0023  HISTORY     - 1959     MONUMENTED       CGS
 OY0023  HISTORY     - 1967     GOOD             NGS
 OY0023  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 OY0023
 OY0023                          STATION DESCRIPTION
 OY0023
 OY0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0023'5.4 MI N FROM IDAHO FALLS.
 OY0023'5.4 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0023'BROADWAY STREET AT IDAHO FALLS, AT PAYNE SIDING, 2 1/2 POLES NORTH OF
 OY0023'MILEPOLE 191, SET VERTICALLY IN THE EAST FACE OF A CONCRETE BUILDING
 OY0023'WHICH IS ATTACHED TO THE EAST SIDE OF A METAL GRAIN ELEVATOR, 1.3 FEET
 OY0023'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING.  38 FEET WEST OF THE
 OY0023'CENTER LINE OF AN ASPHALT ROAD, 1.5 FEET SOUTH OF A WITNESS POST, AND
 OY0023'2.7 FEET ABOVE THE GROUND.
 OY0023
 OY0023                          STATION RECOVERY (1978)
 OY0023
 OY0023'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0237 ***********************************************************************
 PY0237  DESIGNATION -  F 92
 PY0237  PID         -  PY0237
 PY0237  STATE/COUNTY-  ID/FREMONT
 PY0237  USGS QUAD   -  TARGHEE PEAK (1964)
 PY0237
 PY0237                         *CURRENT SURVEY CONTROL
 PY0237  ___________________________________________________________________
 PY0237* NAD 83(1986)-  44 40 07.     (N)    111 25 57.     (W)     SCALED    
 PY0237* NAVD 88     -      1980.840  (meters)    6498.81   (feet)  POSTED    
 PY0237  ___________________________________________________________________
 PY0237  GEOID HEIGHT-          -8.79  (meters)                     GEOID03
 PY0237  DYNAMIC HT  -        1979.770 (meters)    6495.30  (feet)  COMP
 PY0237  MODELED GRAV-     980,005.6   (mgal)                       NAVD 88
 PY0237
 PY0237  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0237
 PY0237.The horizontal coordinates were scaled from a topographic map and have
 PY0237.an estimated accuracy of +/- 6 seconds.
 PY0237
 PY0237.The orthometric height was determined by differential leveling
 PY0237.and adjusted by the National Geodetic Survey in 1992..
 PY0237.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0237.rate of 1.1 thru 2.0 mm/km.
 PY0237
 PY0237.The geoid height was determined by GEOID03.
 PY0237
 PY0237.The dynamic height is computed by dividing the NAVD 88
 PY0237.geopotential number by the normal gravity value computed on the
 PY0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0237.degrees latitude (g = 980.6199 gals.).
 PY0237
 PY0237.The modeled gravity was interpolated from observed gravity values.
 PY0237
 PY0237;                    North         East    Units  Estimated Accuracy
 PY0237;SPC ID E     -   333,750.      258,220.      MT  (+/- 180 meters Scaled)
 PY0237
 PY0237                          SUPERSEDED SURVEY CONTROL
 PY0237
 PY0237  NGVD 29 (??/??/92) 1979.424  (m)         6494.16   (f) ADJ UNCH    1 2
 PY0237
 PY0237.Superseded values are not recommended for survey control.
 PY0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0237.See file dsdata.txt to determine how the superseded data were derived.
 PY0237
 PY0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ657462(NAD 83)
 PY0237_MARKER: DB = BENCH MARK DISK
 PY0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0237_STAMPING: F 92 1934
 PY0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0237+STABILITY: SURFACE MOTION
 PY0237
 PY0237  HISTORY     - Date     Condition        Report By
 PY0237  HISTORY     - 1934     MONUMENTED       CGS
 PY0237  HISTORY     - 1964     GOOD             NGS
 PY0237
 PY0237                          STATION DESCRIPTION
 PY0237
 PY0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0237'2.9 MI W FROM HENRYS LAKE.
 PY0237'ABOUT 1.55 MILES NORTHWEST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE
 PY0237'TO HENRYS LAKE LODGE AT HENRYS LAKE, THENCE 1.35 MILES WEST ALONG A
 PY0237'GRAVELED ROAD, ABOUT 0.65 MILE NORTH OF THE ENTRANCE TO STALEY SPRINGS
 PY0237'LODGE, AT A 90-DEGREE TURN TO THE SOUTH, 58 FEET NORTHWEST OF THE
 PY0237'CENTER LINE OF THE ROAD AT A CURVE, 17 FEET SOUTHEAST OF A CORNER
 PY0237'FENCE POST, 16 FEET EAST OF A FENCE, 14 FEET SOUTH OF A FENCE, 1.0
 PY0237'FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PY0237'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0639 ***********************************************************************
 SU0639  DESIGNATION -  F 93
 SU0639  PID         -  SU0639
 SU0639  STATE/COUNTY-  ID/SHOSHONE
 SU0639  USGS QUAD   -  PRICHARD (1996)
 SU0639
 SU0639                         *CURRENT SURVEY CONTROL
 SU0639  ___________________________________________________________________
 SU0639* NAD 83(1986)-  47 41 56.     (N)    115 56 54.     (W)     SCALED    
 SU0639* NAVD 88     -       757.948  (meters)    2486.70   (feet)  ADJUSTED  
 SU0639  ___________________________________________________________________
 SU0639  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 SU0639  DYNAMIC HT  -         757.939 (meters)    2486.67  (feet)  COMP
 SU0639  MODELED GRAV-     980,575.8   (mgal)                       NAVD 88
 SU0639
 SU0639  VERT ORDER  -  SECOND    CLASS 0
 SU0639
 SU0639.The horizontal coordinates were scaled from a topographic map and have
 SU0639.an estimated accuracy of +/- 6 seconds.
 SU0639
 SU0639.The orthometric height was determined by differential leveling
 SU0639.and adjusted by the National Geodetic Survey in June 1991..
 SU0639
 SU0639.The geoid height was determined by GEOID03.
 SU0639
 SU0639.The dynamic height is computed by dividing the NAVD 88
 SU0639.geopotential number by the normal gravity value computed on the
 SU0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0639.degrees latitude (g = 980.6199 gals.).
 SU0639
 SU0639.The modeled gravity was interpolated from observed gravity values.
 SU0639
 SU0639;                    North         East    Units  Estimated Accuracy
 SU0639;SPC ID W     -   670,310.      785,110.      MT  (+/- 180 meters Scaled)
 SU0639
 SU0639                          SUPERSEDED SURVEY CONTROL
 SU0639
 SU0639  NGVD 29 (??/??/92)  756.799  (m)         2482.93   (f) ADJ UNCH    2 0
 SU0639
 SU0639.Superseded values are not recommended for survey control.
 SU0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0639.See file dsdata.txt to determine how the superseded data were derived.
 SU0639
 SU0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN789833(NAD 83)
 SU0639_MARKER: DB = BENCH MARK DISK
 SU0639_SETTING: 66 = SET IN ROCK OUTCROP
 SU0639_SP_SET: OUTCROP
 SU0639_STAMPING: F 93 1958
 SU0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0639+STABILITY: POSITION/ELEVATION WELL
 SU0639
 SU0639  HISTORY     - Date     Condition        Report By
 SU0639  HISTORY     - 1958     MONUMENTED       CGS
 SU0639  HISTORY     - 1980     MARK NOT FOUND   USGS
 SU0639
 SU0639                          STATION DESCRIPTION
 SU0639
 SU0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0639'1.5 MI SE FROM SHOSHONE STATION.
 SU0639'1.5 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM SHOSHONE STATION, 0.25
 SU0639'MILE SOUTHWEST OF A WOODEN BRIDGE OVER LOST CREEK, SET VERTICALLY IN
 SU0639'THE EAST FACE OF AN OUTCROP, 30 FEET WEST OF THE CENTER LINE OF THE
 SU0639'ROAD, 153 FEET NORTH AND ACROSS THE ROAD FROM A TELEPHONE POLE, AND
 SU0639'ABOUT 4 1/2 FEET HIGHER THAN THE ROAD.
 SU0639
 SU0639                          STATION RECOVERY (1980)
 SU0639
 SU0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SU0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0076 ***********************************************************************
 SV0076  DESIGNATION -  F 94
 SV0076  PID         -  SV0076
 SV0076  STATE/COUNTY-  ID/KOOTENAI
 SV0076  USGS QUAD   -  SKITWISH PEAK (1996)
 SV0076
 SV0076                         *CURRENT SURVEY CONTROL
 SV0076  ___________________________________________________________________
 SV0076* NAD 83(1986)-  47 43 57.     (N)    116 23 53.     (W)     SCALED    
 SV0076* NAVD 88     -       789.460  (meters)    2590.09   (feet)  ADJUSTED  
 SV0076  ___________________________________________________________________
 SV0076  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 SV0076  DYNAMIC HT  -         789.414 (meters)    2589.94  (feet)  COMP
 SV0076  MODELED GRAV-     980,529.9   (mgal)                       NAVD 88
 SV0076
 SV0076  VERT ORDER  -  SECOND    CLASS 0
 SV0076
 SV0076.The horizontal coordinates were scaled from a topographic map and have
 SV0076.an estimated accuracy of +/- 6 seconds.
 SV0076
 SV0076.The orthometric height was determined by differential leveling
 SV0076.and adjusted by the National Geodetic Survey in June 1991..
 SV0076
 SV0076.The geoid height was determined by GEOID03.
 SV0076
 SV0076.The dynamic height is computed by dividing the NAVD 88
 SV0076.geopotential number by the normal gravity value computed on the
 SV0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0076.degrees latitude (g = 980.6199 gals.).
 SV0076
 SV0076.The modeled gravity was interpolated from observed gravity values.
 SV0076
 SV0076;                    North         East    Units  Estimated Accuracy
 SV0076;SPC ID W     -   674,230.      751,390.      MT  (+/- 180 meters Scaled)
 SV0076
 SV0076                          SUPERSEDED SURVEY CONTROL
 SV0076
 SV0076  NGVD 29 (??/??/92)  788.247  (m)         2586.11   (f) ADJ UNCH    2 0
 SV0076
 SV0076.Superseded values are not recommended for survey control.
 SV0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0076.See file dsdata.txt to determine how the superseded data were derived.
 SV0076
 SV0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN451867(NAD 83)
 SV0076_MARKER: DB = BENCH MARK DISK
 SV0076_SETTING: 66 = SET IN ROCK OUTCROP
 SV0076_SP_SET: OUTCROP
 SV0076_STAMPING: F 94 1958
 SV0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0076+STABILITY: POSITION/ELEVATION WELL
 SV0076
 SV0076  HISTORY     - Date     Condition        Report By
 SV0076  HISTORY     - 1958     MONUMENTED       CGS
 SV0076
 SV0076                          STATION DESCRIPTION
 SV0076
 SV0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0076'14.4 MI SW FROM MAGEE RANGER STATION.
 SV0076'5.0 MILES SOUTH ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION, THENCE
 SV0076'8.4 MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTHWEST
 SV0076'ALONG A GRAVEL ROAD, MIDWAY BETWEEN TWO CURVES, IN TOP OF A LEDGE OF
 SV0076'THE EAST ONE OF THREE MASSIVE SHALE OUTCROPS, 17 FEET NORTH-NORTHEAST
 SV0076'OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTHWEST OF A CRACK IN THE
 SV0076'OUTCROP, 3.1 FEET SOUTHEAST OF A WITNESS POST, 3 FEET HIGHER THAN THE
 SV0076'ROAD, AND 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0488 ***********************************************************************
 SV0488  DESIGNATION -  F 95
 SV0488  PID         -  SV0488
 SV0488  STATE/COUNTY-  ID/KOOTENAI
 SV0488  USGS QUAD   -  WOLF LODGE (1996)
 SV0488
 SV0488                         *CURRENT SURVEY CONTROL
 SV0488  ___________________________________________________________________
 SV0488* NAD 83(1986)-  47 44 59.     (N)    116 34 13.     (W)     SCALED    
 SV0488* NAVD 88     -      1308.442  (meters)    4292.78   (feet)  ADJUSTED  
 SV0488  ___________________________________________________________________
 SV0488  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 SV0488  DYNAMIC HT  -        1308.359 (meters)    4292.51  (feet)  COMP
 SV0488  MODELED GRAV-     980,502.2   (mgal)                       NAVD 88
 SV0488
 SV0488  VERT ORDER  -  SECOND    CLASS 0
 SV0488
 SV0488.The horizontal coordinates were scaled from a topographic map and have
 SV0488.an estimated accuracy of +/- 6 seconds.
 SV0488
 SV0488.The orthometric height was determined by differential leveling
 SV0488.and adjusted by the National Geodetic Survey in June 1991..
 SV0488
 SV0488.The geoid height was determined by GEOID03.
 SV0488
 SV0488.The dynamic height is computed by dividing the NAVD 88
 SV0488.geopotential number by the normal gravity value computed on the
 SV0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0488.degrees latitude (g = 980.6199 gals.).
 SV0488
 SV0488.The modeled gravity was interpolated from observed gravity values.
 SV0488
 SV0488;                    North         East    Units  Estimated Accuracy
 SV0488;SPC ID W     -   676,270.      738,500.      MT  (+/- 180 meters Scaled)
 SV0488
 SV0488                          SUPERSEDED SURVEY CONTROL
 SV0488
 SV0488  NGVD 29 (??/??/92) 1307.226  (m)         4288.79   (f) ADJ UNCH    2 0
 SV0488
 SV0488.Superseded values are not recommended for survey control.
 SV0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0488.See file dsdata.txt to determine how the superseded data were derived.
 SV0488
 SV0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN322885(NAD 83)
 SV0488_MARKER: DB = BENCH MARK DISK
 SV0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0488_STAMPING: F 95 1958
 SV0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0488+STABILITY: SURFACE MOTION
 SV0488
 SV0488  HISTORY     - Date     Condition        Report By
 SV0488  HISTORY     - 1958     MONUMENTED       CGS
 SV0488
 SV0488                          STATION DESCRIPTION
 SV0488
 SV0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0488'16.15 MI NE FROM COEUR DALENE.
 SV0488'1.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT COEUR
 SV0488'DALENE, THENCE 14.85 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD, IN
 SV0488'A SMALL CLEARING, 72 FEET NORTHEAST OF THE CENTER OF THE Y JUNCTION OF
 SV0488'A GRAVEL ROAD LEADING SOUTHEAST TO MONUMENT MOUNTAIN LOOKOUT, 29 FEET
 SV0488'NORTH OF THE CENTER LINE OF THE MAIN ROAD, 51.6 FEET NORTH AND ACROSS
 SV0488'THE MAIN ROAD FROM THE NORTHEAST ONE OF THREE POST SUPPORTING A FOREST
 SV0488'SERVICE MILEAGE SIGN, 12 FEET EAST OF A 12-INCH BLACK PINE TREE, 1.7
 SV0488'FEET SOUTH OF A WITNESS POST, 1/2 FOOT LOWER THAN THE MAIN ROAD, AND
 SV0488'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SV0488'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0176 ***********************************************************************
 TO0176  DESIGNATION -  F 96
 TO0176  PID         -  TO0176
 TO0176  STATE/COUNTY-  ID/SHOSHONE
 TO0176  USGS QUAD   -  PACKSADDLE MOUNTAIN (1996)
 TO0176
 TO0176                         *CURRENT SURVEY CONTROL
 TO0176  ___________________________________________________________________
 TO0176* NAD 83(1986)-  48 02 17.     (N)    116 17 33.     (W)     SCALED    
 TO0176* NAVD 88     -      1528.087  (meters)    5013.40   (feet)  ADJUSTED  
 TO0176  ___________________________________________________________________
 TO0176  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 TO0176  DYNAMIC HT  -        1527.951 (meters)    5012.95  (feet)  COMP
 TO0176  MODELED GRAV-     980,468.0   (mgal)                       NAVD 88
 TO0176
 TO0176  VERT ORDER  -  SECOND    CLASS 0
 TO0176
 TO0176.The horizontal coordinates were scaled from a topographic map and have
 TO0176.an estimated accuracy of +/- 6 seconds.
 TO0176
 TO0176.The orthometric height was determined by differential leveling
 TO0176.and adjusted by the National Geodetic Survey in June 1991..
 TO0176
 TO0176.The geoid height was determined by GEOID03.
 TO0176
 TO0176.The dynamic height is computed by dividing the NAVD 88
 TO0176.geopotential number by the normal gravity value computed on the
 TO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0176.degrees latitude (g = 980.6199 gals.).
 TO0176
 TO0176.The modeled gravity was interpolated from observed gravity values.
 TO0176
 TO0176;                    North         East    Units  Estimated Accuracy
 TO0176;SPC ID W     -   708,140.      759,550.      MT  (+/- 180 meters Scaled)
 TO0176
 TO0176                          SUPERSEDED SURVEY CONTROL
 TO0176
 TO0176  NGVD 29 (??/??/92) 1526.826  (m)         5009.26   (f) ADJ UNCH    2 0
 TO0176
 TO0176.Superseded values are not recommended for survey control.
 TO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0176.See file dsdata.txt to determine how the superseded data were derived.
 TO0176
 TO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP527207(NAD 83)
 TO0176_MARKER: DB = BENCH MARK DISK
 TO0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0176_STAMPING: F 96 1958
 TO0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0176+STABILITY: SURFACE MOTION
 TO0176
 TO0176  HISTORY     - Date     Condition        Report By
 TO0176  HISTORY     - 1958     MONUMENTED       CGS
 TO0176
 TO0176                          STATION DESCRIPTION
 TO0176
 TO0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TO0176'22.05 MI SW FROM CLARK FORK.
 TO0176'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0176'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 6.9 MILES
 TO0176'SOUTHWEST ALONG A DIRT ROAD, THENCE 9.65 MILES NORTHWEST AND SOUTHWEST
 TO0176'ALONG A DIRT ROAD, 16 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.9
 TO0176'FEET NORTH OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE ROAD, AND
 TO0176'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TO0176'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0093 ***********************************************************************
 NU0093  DESIGNATION -  F 97
 NU0093  PID         -  NU0093
 NU0093  STATE/COUNTY-  ID/BANNOCK
 NU0093  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0093
 NU0093                         *CURRENT SURVEY CONTROL
 NU0093  ___________________________________________________________________
 NU0093* NAD 83(1986)-  42 52 39.     (N)    112 25 37.     (W)     SCALED    
 NU0093* NAVD 88     -      1437.881  (meters)    4717.45   (feet)  ADJUSTED  
 NU0093  ___________________________________________________________________
 NU0093  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NU0093  DYNAMIC HT  -        1437.061 (meters)    4714.76  (feet)  COMP
 NU0093  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 NU0093
 NU0093  VERT ORDER  -  SECOND    CLASS 0
 NU0093
 NU0093.The horizontal coordinates were scaled from a topographic map and have
 NU0093.an estimated accuracy of +/- 6 seconds.
 NU0093
 NU0093.The orthometric height was determined by differential leveling
 NU0093.and adjusted by the National Geodetic Survey in June 1991..
 NU0093
 NU0093.The geoid height was determined by GEOID03.
 NU0093
 NU0093.The dynamic height is computed by dividing the NAVD 88
 NU0093.geopotential number by the normal gravity value computed on the
 NU0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0093.degrees latitude (g = 980.6199 gals.).
 NU0093
 NU0093.The modeled gravity was interpolated from observed gravity values.
 NU0093
 NU0093;                    North         East    Units  Estimated Accuracy
 NU0093;SPC ID E     -   134,520.      178,740.      MT  (+/- 180 meters Scaled)
 NU0093
 NU0093                          SUPERSEDED SURVEY CONTROL
 NU0093
 NU0093  NGVD 29 (??/??/92) 1436.833  (m)         4714.01   (f) ADJ UNCH    2 0
 NU0093
 NU0093.Superseded values are not recommended for survey control.
 NU0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0093.See file dsdata.txt to determine how the superseded data were derived.
 NU0093
 NU0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN834481(NAD 83)
 NU0093_MARKER: DB = BENCH MARK DISK
 NU0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0093_SP_SET: CURB
 NU0093_STAMPING: F 97 1960
 NU0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0093
 NU0093  HISTORY     - Date     Condition        Report By
 NU0093  HISTORY     - 1960     MONUMENTED       CGS
 NU0093
 NU0093                          STATION DESCRIPTION
 NU0093
 NU0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0093'0.5 MI E FROM ALAMEDA.
 NU0093'0.3 MILE EAST ON ELM STREET FROM THE GREENACRES SCHOOL IN EAST ALAMEDA
 NU0093'TO THE END OF ELM, THENCE 0.2 MILE EAST ON DIRT ROAD TO THE TOP OF A
 NU0093'HILL AND A LARGE WATER STORAGE TANK, SET IN A DRILL HOLE IN THE EAST
 NU0093'CONCRETE CURB AND 1 FOOT EAST OF THE EAST EDGE OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0705 ***********************************************************************
 NU0705  DESIGNATION -  F 98
 NU0705  PID         -  NU0705
 NU0705  STATE/COUNTY-  ID/POWER
 NU0705  USGS QUAD   -  MICHAUD (1984)
 NU0705
 NU0705                         *CURRENT SURVEY CONTROL
 NU0705  ___________________________________________________________________
 NU0705* NAD 83(1986)-  42 54 22.     (N)    112 30 46.     (W)     SCALED    
 NU0705* NAVD 88     -      1343.547  (meters)    4407.95   (feet)  ADJUSTED  
 NU0705  ___________________________________________________________________
 NU0705  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 NU0705  DYNAMIC HT  -        1342.787 (meters)    4405.46  (feet)  COMP
 NU0705  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 NU0705
 NU0705  VERT ORDER  -  SECOND    CLASS 0
 NU0705
 NU0705.The horizontal coordinates were scaled from a topographic map and have
 NU0705.an estimated accuracy of +/- 6 seconds.
 NU0705
 NU0705.The orthometric height was determined by differential leveling
 NU0705.and adjusted by the National Geodetic Survey in June 1991..
 NU0705
 NU0705.The geoid height was determined by GEOID03.
 NU0705
 NU0705.The dynamic height is computed by dividing the NAVD 88
 NU0705.geopotential number by the normal gravity value computed on the
 NU0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0705.degrees latitude (g = 980.6199 gals.).
 NU0705
 NU0705.The modeled gravity was interpolated from observed gravity values.
 NU0705
 NU0705;                    North         East    Units  Estimated Accuracy
 NU0705;SPC ID E     -   137,730.      171,740.      MT  (+/- 180 meters Scaled)
 NU0705
 NU0705                          SUPERSEDED SURVEY CONTROL
 NU0705
 NU0705  NGVD 29 (??/??/92) 1342.511  (m)         4404.55   (f) ADJ UNCH    2 0
 NU0705
 NU0705.Superseded values are not recommended for survey control.
 NU0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0705.See file dsdata.txt to determine how the superseded data were derived.
 NU0705
 NU0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN765514(NAD 83)
 NU0705_MARKER: DB = BENCH MARK DISK
 NU0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0705_SP_SET: CULVERT
 NU0705_STAMPING: F 98 1960
 NU0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0705
 NU0705  HISTORY     - Date     Condition        Report By
 NU0705  HISTORY     - 1960     MONUMENTED       CGS
 NU0705  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0705
 NU0705                          STATION DESCRIPTION
 NU0705
 NU0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0705'3.4 MI NW FROM POCATELLO.
 NU0705'3.4 MILES NW ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0705'POCATELLO, 0.1 MILE SOUTH FROM U.S. HIGHWAY 30N, 22 FEET LOWER THAN
 NU0705'THE RAILROAD TRACK, 78 FEET SOUTH OF THE PORTNEUF RIVER, 34.6 FEET
 NU0705'SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 11 FEET SOUTH OF THE
 NU0705'RAILROAD RIGHT OF WAY FENCE, SET IN THE WEST END OF A CULVERT.
 NU0705
 NU0705                          STATION RECOVERY (1983)
 NU0705
 NU0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0705'NOT RECOVERED.  DESCRIBED AREA UNDER 20 TONS OF FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0242 ***********************************************************************
 NU0242  DESIGNATION -  F 99 RESET
 NU0242  PID         -  NU0242
 NU0242  STATE/COUNTY-  ID/BANNOCK
 NU0242  USGS QUAD   -  ARIMO (1968)
 NU0242
 NU0242                         *CURRENT SURVEY CONTROL
 NU0242  ___________________________________________________________________
 NU0242* NAD 83(1986)-  42 30 13.     (N)    112 10 06.     (W)     SCALED    
 NU0242* NAVD 88     -      1461.05   (meters)    4793.5    (feet)  RESET     
 NU0242  ___________________________________________________________________
 NU0242  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 NU0242
 NU0242  VERT ORDER  -  THIRD
 NU0242
 NU0242.The horizontal coordinates were scaled from a topographic map and have
 NU0242.an estimated accuracy of +/- 6 seconds.
 NU0242
 NU0242.The orthometric height was computed from unverified reset data.
 NU0242.No vertical observational check was made to the station.
 NU0242
 NU0242.The geoid height was determined by GEOID03.
 NU0242
 NU0242;                    North         East    Units  Estimated Accuracy
 NU0242;SPC ID E     -    92,960.      199,860.      MT  (+/- 180 meters Scaled)
 NU0242
 NU0242                          SUPERSEDED SURVEY CONTROL
 NU0242
 NU0242  NGVD 29 (??/??/??) 1459.95   (m)         4789.9    (f) RESET       3  
 NU0242
 NU0242.Superseded values are not recommended for survey control.
 NU0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0242.See file dsdata.txt to determine how the superseded data were derived.
 NU0242
 NU0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN040063(NAD 83)
 NU0242_MARKER: DB = BENCH MARK DISK
 NU0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0242_STAMPING: F 99 RESET 1969
 NU0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0242+STABILITY: SURFACE MOTION
 NU0242
 NU0242  HISTORY     - Date     Condition        Report By
 NU0242  HISTORY     - 1969     MONUMENTED       CGS
 NU0242  HISTORY     - 1973     GOOD             NGS
 NU0242
 NU0242                          STATION DESCRIPTION
 NU0242
 NU0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NU0242'5.5 MI N FROM DOWNEY.
 NU0242'REACHED FROM THE DOWNEY RAILROAD DEPOT GO NORTH ON U.S. HIGHWAY 91 AND
 NU0242'191 FOR 5.0 MILES TO MILE POST 42, CONTINUE NORTH ON THE HIGHWAY FOR
 NU0242'0.5 MILE TO A CROSSROAD AND THE BENCH MARK ON THE RIGHT, JUST SOUTH OF
 NU0242'A GRAVEL PIT.  THE BENCH MARK IS 3/4 MILES NORTH OF THE SETTLEMENT OF
 NU0242'VIRGINIA, 250 FEET EAST OF THE CENTER OF U.S. HIGHWAYS 91, AND 191, 30
 NU0242'FEET NORTH OF THE CENTER OF A GRAVELED ROAD EAST, 1 FOOT SOUTH OF AN
 NU0242'EAST-WEST FENCE LINE, AND 0.5 FOOT EAST OF A METAL WITNESS POST SET IN
 NU0242'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1250 ***********************************************************************
 NV1250  CBN         -  This is a Cooperative Base Network Control Station.
 NV1250  DESIGNATION -  FAA GNG A
 NV1250  PID         -  NV1250
 NV1250  STATE/COUNTY-  ID/GOODING
 NV1250  USGS QUAD   -  GOODING BUTTE (1992)
 NV1250
 NV1250                         *CURRENT SURVEY CONTROL
 NV1250  ___________________________________________________________________
 NV1250* NAD 83(1999)-  42 55 00.27775(N)    114 45 41.82612(W)     ADJUSTED  
 NV1250* NAVD 88     -      1132.7    (meters)    3716.     (feet)  GPS OBS   
 NV1250  ___________________________________________________________________
 NV1250  X           -  -1,959,801.738 (meters)                     COMP
 NV1250  Y           -  -4,248,872.279 (meters)                     COMP
 NV1250  Z           -   4,321,493.659 (meters)                     COMP
 NV1250  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 NV1250  ELLIP HEIGHT-        1117.34  (meters)          (04/16/01) GPS OBS
 NV1250  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 NV1250
 NV1250  HORZ ORDER  -  B
 NV1250  ELLP ORDER  -  FOURTH    CLASS II
 NV1250
 NV1250.This mark is at Gooding Municipal Airport (GNG)
 NV1250
 NV1250.The horizontal coordinates were established by GPS observations
 NV1250.and adjusted by the National Geodetic Survey in April 2001..
 NV1250.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NV1250.DATUM ITEM on the data sheet items page.
 NV1250
 NV1250.The orthometric height was determined by GPS observations and a
 NV1250.high-resolution geoid model.
 NV1250
 NV1250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NV1250
 NV1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1250
 NV1250.The ellipsoidal height was determined by GPS observations
 NV1250.and is referenced to NAD 83.
 NV1250
 NV1250.The geoid height was determined by GEOID03.
 NV1250
 NV1250;                    North         East     Units Scale Factor Converg.
 NV1250;SPC ID C     -   139,131.393   437,816.254   MT  0.99999492   -0 31 07.1
 NV1250;UTM  11      - 4,754,000.112   682,696.393   MT  1.00001064   +1 31 28.6
 NV1250
 NV1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1250!SPC ID C     -   0.99982480  x   0.99999492  =   0.99981972
 NV1250!UTM  11      -   0.99982480  x   1.00001064  =   0.99983544
 NV1250
 NV1250:                Primary Azimuth Mark                     Grid Az
 NV1250:SPC ID C     -  FAA GNG B                                265 11 30.1
 NV1250:UTM  11      -  FAA GNG B                                263 08 54.4
 NV1250
 NV1250|---------------------------------------------------------------------|
 NV1250| PID    Reference Object                     Distance      Geod. Az  |
 NV1250|                                                           dddmmss.s |
 NV1250| NV1264 FAA GNG B                           APPROX. 0.7 KM 2644023.0 |
 NV1250|---------------------------------------------------------------------|
 NV1250
 NV1250                          SUPERSEDED SURVEY CONTROL
 NV1250
 NV1250  NAD 83(1992)-  42 55 00.27129(N)    114 45 41.81800(W) AD(       ) 1
 NV1250  NAD 83(1992)-  42 55 00.27668(N)    114 45 41.82451(W) AD(       ) B
 NV1250  ELLIP H (05/15/92) 1117.42   (m)                       GP(       ) 4 2
 NV1250  NAD 27      -  42 55 00.62231(N)    114 45 38.62344(W) AD(       ) 1
 NV1250  NGVD 29 (06/11/92) 1131.5    (m)         3712.     (f) GPS OBS        
 NV1250
 NV1250.Superseded values are not recommended for survey control.
 NV1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1250.See file dsdata.txt to determine how the superseded data were derived.
 NV1250
 NV1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8269654000(NAD 83)
 NV1250_MARKER: DH = HORIZONTAL CONTROL DISK
 NV1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1250_SP_SET: CONCRETE POST
 NV1250_STAMPING: FAA GNG A 1990
 NV1250_MARK LOGO: NGS   
 NV1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1250+STABILITY: SURFACE MOTION
 NV1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1250+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1991
 NV1250
 NV1250  HISTORY     - Date     Condition        Report By
 NV1250  HISTORY     - 1990     MONUMENTED       NGS
 NV1250  HISTORY     - 19911015 GOOD             NGS
 NV1250
 NV1250                          STATION DESCRIPTION
 NV1250
 NV1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NV1250'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) WEST-SOUTHWEST OF
 NV1250'GOODING, AT THE GOODING MUNICIPAL AIRPORT, ALONG THE NEW SOUTH
 NV1250'PERIMETER FENCE (SEPARATES MODERN AREA FROM UNUSED RUNWAY AREA), NEAR
 NV1250'THE NOW-REMOVED NORTH-SOUTH RUNWAY AND NEAR THE CENTER OF SECTION 11,
 NV1250'T6S, R14E.  OWNERSHIP--CITY OF GOODING, 398 5TH AVENUE WEST, GOODING
 NV1250'ID 83330, MANAGER DALE THOMAS, PHONE 208-934-5934.
 NV1250'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 26 AND STATE
 NV1250'HIGHWAY 46 ON THE SOUTH SIDE OF GOODING, GO WEST ON HIGHWAY 26 FOR
 NV1250'4.47 KM (2.78 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 NV1250'LEFT, SOUTH ON A PAVED ROAD FOR 0.67 KM (0.42 MI) TO A GATE AT THE
 NV1250'AIRPORT OFFICE ON THE RIGHT.  PASS THROUGH THE GATE AND BEAR RIGHT,
 NV1250'SOUTHWEST ON APRON, THEN TAXIWAY FOR 0.15 KM (0.09 MI) TO THE RUNWAY.
 NV1250'TURN LEFT, EAST, ALONGSIDE RUNWAY FOR 0.56 KM (0.35 MI) TO THE OLD
 NV1250'RUNWAY ON THE RIGHT.  TURN RIGHT, SOUTHWEST FOR 20 M (65.6 FT) TO THE
 NV1250'PERIMETER FENCE.  TURN RIGHT, WEST, ALONG THE FENCE FOR 20 M
 NV1250'(65.6 FT) TO THE STATION.
 NV1250'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 30 CM ROUND
 NV1250'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 76.3 M (250.3 FT) SOUTH
 NV1250'OF THE CENTER OF RUNWAY 7-25, 17.0 M (55.8 FT) WEST OF THE SOUTHWEST
 NV1250'EDGE OF THE OLD RUNWAY, 1.1 M (3.6 FT) NORTH OF A BRACED FENCE POST
 NV1250'AND 1.1 M (3.6 FT) NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST.
 NV1250'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) WEST-SOUTHWEST OF GOODING, AT
 NV1250'THE GOODING MUNICIPAL AIRPORT, ALONG THE NEW SOUTH PERIMETER FENCE
 NV1250'(SEPARATES MODERN AREA FROM UNUSED RUNWAY AREA), NEAR THE NOW-REMOVED
 NV1250'NORTH-SOUTH RUNWAY, AND NEAR THE CENTER OF SECTION 11, T 6 S, R 14 E.
 NV1250'OWNERSHIP--CITY OF GOODING, 398 5TH AVENUE WEST, GOODING, ID 83330.
 NV1250'AIRPORT MANAGER IS DALE THOMAS, PHONE 208-934-5934.
 NV1250'TO REACH FROM THE JUNCTION OF US HIGHWAY 26 AND STATE HIGHWAY 46 ON
 NV1250'THE SOUTH SIDE OF GOODING, GO WEST ON HIGHWAY 26 FOR 4.47 KM
 NV1250'(2.78 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 NV1250'SOUTH, ON A PAVED ROAD FOR 0.67 KM (0.42 MI) TO GATE AT AIRPORT
 NV1250'OFFICE ON THE RIGHT.  PASS THROUGH THE GATE AND BEAR RIGHT, SOUTHWEST
 NV1250'ON APRON, THEN TAXI FOR 0.15 KM (0.09 MI) TO THE RUNWAY.  TURN LEFT,
 NV1250'EAST, ALONGSIDE RUNWAY FOR 0.56 KM (0.35 MI) TO THE OLD RUNWAY ON THE
 NV1250'RIGHT.  TURN RIGHT, SOUTHWEST, FOR 20 M (65.6 FT) TO THE PERIMETER
 NV1250'FENCE.  TURN RIGHT, WEST, ALONG FENCE FOR 20 M (65.6 FT) TO THE
 NV1250'STATION.
 NV1250'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST FLUSH
 NV1250'WITH THE GROUND.  IT IS 17.0 M (55.8 FT) WEST OF THE SOUTHWEST EDGE
 NV1250'OF THE OLD RUNWAY, 76.3 M (250.3 FT) SOUTH OF THE CENTER OF RUNWAY
 NV1250'7-25, 1.1 M (3.6 FT) NORTH OF A BRACED FENCE POST, AND 1.1 M
 NV1250'(3.6 FT) NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST.
 NV1250'NOTE--NO SUBSURFACE MARK SET FOR THIS STATION.
 NV1250'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1264 ***********************************************************************
 NV1264  DESIGNATION -  FAA GNG B
 NV1264  PID         -  NV1264
 NV1264  STATE/COUNTY-  ID/GOODING
 NV1264  USGS QUAD   -  GOODING BUTTE (1992)
 NV1264
 NV1264                         *CURRENT SURVEY CONTROL
 NV1264  ___________________________________________________________________
 NV1264* NAD 83(1999)-  42 54 58.29430(N)    114 46 10.75315(W)     ADJUSTED  
 NV1264* NAVD 88     -      1123.     (meters)    3684.     (feet)  VERTCON   
 NV1264  ___________________________________________________________________
 NV1264  X           -  -1,960,412.035 (meters)                     COMP
 NV1264  Y           -  -4,248,628.697 (meters)                     COMP
 NV1264  Z           -   4,321,442.126 (meters)                     COMP
 NV1264  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 NV1264  ELLIP HEIGHT-        1107.50  (meters)          (06/13/02) GPS OBS
 NV1264  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 NV1264
 NV1264  HORZ ORDER  -  THIRD
 NV1264  ELLP ORDER  -  FIFTH     CLASS II
 NV1264
 NV1264.This mark is at Gooding Municipal Airport (GNG)
 NV1264
 NV1264.The horizontal coordinates were established by GPS observations
 NV1264.and adjusted by the National Geodetic Survey in June 2002..
 NV1264.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NV1264.DATUM ITEM on the data sheet items page.
 NV1264
 NV1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1264
 NV1264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NV1264
 NV1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1264
 NV1264.The ellipsoidal height was determined by GPS observations
 NV1264.and is referenced to NAD 83.
 NV1264
 NV1264.The geoid height was determined by GEOID03.
 NV1264
 NV1264;                    North         East     Units Scale Factor Converg.
 NV1264;SPC ID C     -   139,076.159   437,159.636   MT  0.99999593   -0 31 26.7
 NV1264;UTM  11      - 4,753,921.501   682,042.152   MT  1.00000770   +1 31 08.8
 NV1264
 NV1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1264!SPC ID C     -   0.99982635  x   0.99999593  =   0.99982228
 NV1264!UTM  11      -   0.99982635  x   1.00000770  =   0.99983405
 NV1264
 NV1264:                Primary Azimuth Mark                     Grid Az
 NV1264:SPC ID C     -  FAA GNG A                                085 11 30.0
 NV1264:UTM  11      -  FAA GNG A                                083 08 54.5
 NV1264
 NV1264|---------------------------------------------------------------------|
 NV1264| PID    Reference Object                     Distance      Geod. Az  |
 NV1264|                                                           dddmmss.s |
 NV1264| NV1250 FAA GNG A                           APPROX. 0.7 KM 0844003.3 |
 NV1264|---------------------------------------------------------------------|
 NV1264
 NV1264                          SUPERSEDED SURVEY CONTROL
 NV1264
 NV1264  NAD 83(1992)-  42 54 58.29323(N)    114 46 10.75154(W) AD(       ) 3
 NV1264  ELLIP H (10/07/92) 1107.58   (m)                       GP(       ) 5 2
 NV1264  NGVD 29 (10/07/92) 1122.     (m)         3681.     (f) GPS OBS        
 NV1264
 NV1264.Superseded values are not recommended for survey control.
 NV1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1264.See file dsdata.txt to determine how the superseded data were derived.
 NV1264
 NV1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8204253922(NAD 83)
 NV1264_MARKER: DH = HORIZONTAL CONTROL DISK
 NV1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1264_SP_SET: CONCRETE POST
 NV1264_STAMPING: FAA GNG B 1990
 NV1264_MARK LOGO: NGS   
 NV1264_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1264+STABILITY: SURFACE MOTION
 NV1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1264+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NV1264
 NV1264  HISTORY     - Date     Condition        Report By
 NV1264  HISTORY     - 1990     MONUMENTED       NGS
 NV1264
 NV1264                          STATION DESCRIPTION
 NV1264
 NV1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NV1264'STATION IS LOCATED ABOUT 4 KM (2.5 MI) WEST-SOUTHWEST OF GOODING, AT
 NV1264'THE GOODING MUNICIPAL AIRPORT, ALONG THE NEW SOUTH PERIMETER FENCE
 NV1264'(SEPARATES MODERN AREA FROM UNUSED RUNWAY AREA), NEAR THE NOW-REMOVED
 NV1264'NORTH-SOUTH RUNWAY, AND IN WEST CENTRAL SECTION 11, T 6 S, R 14 E.
 NV1264'OWNERSHIP--CITY OF GOODING, 398 5TH AVENUE WEST, GOODING, ID 83330.
 NV1264'AIRPORT MANAGER IS DALE THOMAS, PHONE 208-934-5934.
 NV1264'TO REACH FROM THE JUNCTION OF US HIGHWAY 26 AND STATE HIGHWAY 46 ON
 NV1264'THE SOUTH SIDE OF GOODING, GO WEST ON HIGHWAY 26 FOR 4.47 KM
 NV1264'(2.78 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 NV1264'SOUTH, ON A PAVED ROAD FOR 0.67 KM (0.42 MI) TO GATE AT AIRPORT
 NV1264'OFFICE ON THE RIGHT.  PASS THROUGH THE GATE AND BEAR RIGHT, SOUTHWEST
 NV1264'ON APRON, THEN TAXI FOR 0.15 KM (0.09 MI) TO THE RUNWAY.  TURN RIGHT,
 NV1264'WEST, ALONGSIDE RUNWAY FOR 0.33 KM (0.21 MI) TO THE OLD RUNWAY ON THE
 NV1264'LEFT.  TURN LEFT, SOUTH, FOR 70 M (229.7 FT) TO THE PERIMETER FENCE.
 NV1264'TURN LEFT, EAST, ALONG FENCE FOR 60 M (196.8 FT) TO THE STATION.
 NV1264'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST FLUSH
 NV1264'WITH THE GROUND.  IT IS 53.5 M (175.5 FT) EAST OF THE EAST EDGE OF
 NV1264'THE OLD RUNWAY, 71.1 M (233.3 FT) SOUTH OF THE CENTER OF RUNWAY 7-25,
 NV1264'1.0 M (3.3 FT) NORTH OF A BRACED FENCE POST, AND 1.1 M (3.6 FT)
 NV1264'NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST.
 NV1264'NOTE--NO SUBSURFACE MARK SET FOR THIS STATION.
 NV1264'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3681 ***********************************************************************
 AA3681  CBN         -  This is a Cooperative Base Network Control Station.
 AA3681  PACS        -  This is a Primary Airport Control Station.
 AA3681  DESIGNATION -  FAA IDA A
 AA3681  PID         -  AA3681
 AA3681  STATE/COUNTY-  ID/BONNEVILLE
 AA3681  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 AA3681
 AA3681                         *CURRENT SURVEY CONTROL
 AA3681  ___________________________________________________________________
 AA3681* NAD 83(1999)-  43 30 31.50733(N)    112 04 37.49752(W)     ADJUSTED  
 AA3681* NAVD 88     -      1444.55   (meters)    4739.3    (feet)  GPS OBS   
 AA3681  ___________________________________________________________________
 AA3681  X           -  -1,741,804.276 (meters)                     COMP
 AA3681  Y           -  -4,294,473.581 (meters)                     COMP
 AA3681  Z           -   4,369,653.503 (meters)                     COMP
 AA3681  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 AA3681  ELLIP HEIGHT-        1432.83  (meters)          (04/16/01) GPS OBS
 AA3681  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 AA3681
 AA3681  HORZ ORDER  -  B
 AA3681  ELLP ORDER  -  FOURTH    CLASS II
 AA3681
 AA3681.This mark is at Fanning Field Airport (IDA)
 AA3681
 AA3681.The horizontal coordinates were established by GPS observations
 AA3681.and adjusted by the National Geodetic Survey in April 2001..
 AA3681.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3681.DATUM ITEM on the data sheet items page.
 AA3681
 AA3681.The orthometric height was determined by GPS observations and a
 AA3681.high-resolution geoid model.
 AA3681
 AA3681.GPS derived orthometric heights for airport stations designated as
 AA3681.PACS or SACS are published to 2 decimal places.  This maintains
 AA3681.centimeter relative accuracy between the PACS and SACS.  It does
 AA3681.not indicate centimeter accuracy relative to other marks which are
 AA3681.part of the NAVD 88 network.
 AA3681
 AA3681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3681
 AA3681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3681
 AA3681.The ellipsoidal height was determined by GPS observations
 AA3681.and is referenced to NAD 83.
 AA3681
 AA3681.The geoid height was determined by GEOID03.
 AA3681
 AA3681;                    North         East     Units Scale Factor Converg.
 AA3681;SPC ID E     -   204,620.661   207,243.830   MT  0.99994801   +0 03 42.0
 AA3681;UTM  12      - 4,817,876.799   412,936.280   MT  0.99969324   -0 44 29.7
 AA3681
 AA3681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3681!SPC ID E     -   0.99977536  x   0.99994801  =   0.99972338
 AA3681!UTM  12      -   0.99977536  x   0.99969324  =   0.99946867
 AA3681
 AA3681                          SUPERSEDED SURVEY CONTROL
 AA3681
 AA3681  NAD 83(1994)-  43 30 31.50644(N)    112 04 37.49624(W) AD(       ) B
 AA3681  ELLIP H (04/21/95) 1432.94   (m)                       GP(       ) 4 1
 AA3681
 AA3681.Superseded values are not recommended for survey control.
 AA3681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3681.See file dsdata.txt to determine how the superseded data were derived.
 AA3681
 AA3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1293617877(NAD 83)
 AA3681_MARKER: I = METAL ROD
 AA3681_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3681_STAMPING: FAA IDA A 1994
 AA3681_MARK LOGO: NGS   
 AA3681_PROJECTION: FLUSH
 AA3681_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3681+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1996
 AA3681_ROD/PIPE-DEPTH: 8.1  meters
 AA3681_SLEEVE-DEPTH  : 0.90 meters
 AA3681
 AA3681  HISTORY     - Date     Condition        Report By
 AA3681  HISTORY     - 1994     MONUMENTED       NGS
 AA3681  HISTORY     - 19960826 GOOD             NGS
 AA3681
 AA3681                          STATION DESCRIPTION
 AA3681
 AA3681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3681'NOTE-- SECURITY OFFICE WILL TAKE YOU TO THE STATION UNLESS YOU HAVE A
 AA3681'RADIO. STATION IS LOCATED ABOUT 4 KM (2.50 MI) WEST OF IDAHO FALLS, AT
 AA3681'FANNING FIELD, IN BRUSH IN THE MEDIAN BETWEEN THE TAXI AND RUNWAY
 AA3681'2-20, ON THE SOUTHEAST SIDE OF CONNECTOR TAXI A3.  OWNERSHIP--CITY OF
 AA3681'IDAHO FALLS, PO BOX 50220, IDAHO FALLS, ID 83405.  CONTACT JAMES H.
 AA3681'THORSEN, A.A.E., DIRECTOR OF AVIATION, AT LEAST ONE DAY IN ADVANCE TO
 AA3681'ARRANGE FOR AN ESCORT TO THE STATION.  PHONE 208-529-1224. TO REACH
 AA3681'FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15, US HIGHWAY
 AA3681'20 AND GRANDVIEW DRIVE (EXIT 119) ON THE WEST SIDE OF IDAHO FALLS, GO
 AA3681'WEST ON GRANDVIEW DRIVE FOR 1.22 KM (0.75 MI) TO A CROSSROAD AT TOP OF
 AA3681'GRADE.  TURN RIGHT, NORTH, ON NORTH SKYLINE DRIVE FOR 1.41 KM (0.85
 AA3681'MI) TO THE TERMINAL BUILDING AND THE SECURITY OFFICE. STATION MARK IS
 AA3681'A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 AA3681'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AA3681'SURROUNDED BY CONCRETE  SET FLUSH WITH THE GROUND. IT IS 78.1 M (256.2
 AA3681'FT) SOUTHWEST OF THE CENTER OF TAXI A3, 68.3 M (224.1 FT) SOUTHEAST OF
 AA3681'THE SOUTHEAST EDGE OF THE RUNWAY, 56.5 M (185.4 FT) SOUTH-SOUTHEAST OF
 AA3681'THE SOUTHEAST CORNER OF A CONCRETE PAD WITH A SIGN "A3 2-20", 30.7 M
 AA3681'(100.7 FT) NORTHWEST OF THE CENTER OF THE TAXI, 41.4 M (135.8 FT)
 AA3681'SOUTH-SOUTHEAST OF THE CENTER OF A STEEL DRAIN, 1.1 M (3.6 FT)
 AA3681'NORTHEAST OF A FIBERGLASS WITNESS POST, AND 1.0 M (3.3 FT) SOUTHWEST
 AA3681'OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G. AUG
 AA3681
 AA3681                          STATION RECOVERY (1996)
 AA3681
 AA3681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 AA3681'THE STATION IS 4 MI (6.4 KM) NORTHWEST OF IDAHO FALLS AT THE IDAHO
 AA3681'FALLS MUNICIPAL AIRPORT, BETWEEN THE TAXIWAY AND RUNWAY 2-20.
 AA3681'OWNERSHIP--CITY OF IDAHO FALLS--2140 N SKYLINE DRIVE, IDAHO FALLS,
 AA3681'IDAHO 83402.  POINT OF CONTACT AT THE TIME OF RECOVERY WAS THE AIRPORT
 AA3681'MANAGER--MR.  JAMES THORSEN, PHONE 208-529-1224. NOTE--PERMISSION MUST
 AA3681'BE OBTAINED BEFORE ENTERING AIRPORT.  TO REACH THE STATION FROM THE
 AA3681'CENTER OF THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 15 AND
 AA3681'U.S.  HIGHWAY 20 (GRANDVIEW DRIVE) , INTERSTATE EXIT 119, GO WEST ON
 AA3681'GRANDVIEW DRIVE FOR 0.4 MI (0.6 KM) TO SKYLINE DRIVE.  TURN RIGHT ON
 AA3681'SKYLINE DRIVE AND GO NORTH FOR 0.5 MI (0.8 KM) TO INTERNATIONAL WAY.
 AA3681'TURN LEFT ON INTERNATIONAL WAY AND GO NORTHWESTFOR 0.3 MI (0.5 KM) TO
 AA3681'A TURN RIGHT.  TURN RIGHT AND GO 0.25 MI (0.40 KM) TO THE AIRPORT
 AA3681'EMPLOYEE PARKING LOT ON THE RIGHT AND A GATE STRAIGHT AHEAD.  PASS
 AA3681'THROUGH THE GATE, TURN LEFT AND PROCEED NORTHWEST FOR 0.05 MI (0.08
 AA3681'KM) TO TAXIWAY A.  TURN LEFT ON TAXIWAY A AND PROCEED SOUTH FOR 0.6 MI
 AA3681'(1.0 KM) TO THE STATION ON THE RIGHT.  IT IS,76.5 M SOUTHWEST OF THE
 AA3681'CENTERLINE OF CONNECTOR TAXIWAY A3, 56.4 M (185.0 FT) SOUTH-SOUTHEAST
 AA3681'OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A TAXIWAY/RUNWAY
 AA3681'INDICATOR SIGN, 30.7 M (100.7 FT) NORTHWEST OF THE CENTERLINE OF THE
 AA3681'TAXIWAY, 1.2 M (3.9 FT) NORTHEAST OF A FIBREGLASS WITNESS POST AND 1.1
 AA3681'M (3.6 FT) SOUTHWEST OF ANOTHER FIBREGLASS WITNESS POST.  THIS IS THE
 AA3681'PRIMARY AIRPORT CONTROL (PAC) STATION.  DESCRIBED BY J.E.  DUNFORD
 AA3681'III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1400 ***********************************************************************
 QB1400  DESIGNATION -  FAA MYL B
 QB1400  PID         -  QB1400
 QB1400  STATE/COUNTY-  ID/VALLEY
 QB1400  USGS QUAD   -  MC CALL (1973)
 QB1400
 QB1400                         *CURRENT SURVEY CONTROL
 QB1400  ___________________________________________________________________
 QB1400* NAD 83(1999)-  44 53 30.30631(N)    116 06 02.08304(W)     ADJUSTED  
 QB1400* NAVD 88     -      1529.188  (meters)    5017.01   (feet)  ADJUSTED  
 QB1400  ___________________________________________________________________
 QB1400  X           -  -1,991,716.897 (meters)                     COMP
 QB1400  Y           -  -4,065,496.096 (meters)                     COMP
 QB1400  Z           -   4,479,902.804 (meters)                     COMP
 QB1400  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 QB1400  ELLIP HEIGHT-        1514.25  (meters)          (04/16/01) GPS OBS
 QB1400  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 QB1400  DYNAMIC HT  -        1528.528 (meters)    5014.85  (feet)  COMP
 QB1400  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 QB1400
 QB1400  HORZ ORDER  -  THIRD
 QB1400  VERT ORDER  -  SECOND    CLASS II
 QB1400  ELLP ORDER  -  FOURTH    CLASS II
 QB1400
 QB1400.This mark is at Mc Call Airport (MYL)
 QB1400
 QB1400.The horizontal coordinates were established by GPS observations
 QB1400.and adjusted by the National Geodetic Survey in April 2001..
 QB1400.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QB1400.DATUM ITEM on the data sheet items page.
 QB1400
 QB1400.The orthometric height was determined by differential leveling
 QB1400.and adjusted by the National Geodetic Survey in September 2000..
 QB1400
 QB1400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QB1400
 QB1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1400
 QB1400.The ellipsoidal height was determined by GPS observations
 QB1400.and is referenced to NAD 83.
 QB1400
 QB1400.The geoid height was determined by GEOID03.
 QB1400
 QB1400.The dynamic height is computed by dividing the NAVD 88
 QB1400.geopotential number by the normal gravity value computed on the
 QB1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1400.degrees latitude (g = 980.6199 gals.).
 QB1400
 QB1400.The modeled gravity was interpolated from observed gravity values.
 QB1400
 QB1400;                    North         East     Units Scale Factor Converg.
 QB1400;SPC ID W     -   358,337.049   772,307.832   MT  0.99994276   -0 14 50.7
 QB1400;UTM  11      - 4,971,318.949   571,021.529   MT  0.99966202   +0 38 05.3
 QB1400
 QB1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1400!SPC ID W     -   0.99976264  x   0.99994276  =   0.99970541
 QB1400!UTM  11      -   0.99976264  x   0.99966202  =   0.99942474
 QB1400
 QB1400|---------------------------------------------------------------------|
 QB1400| PID    Reference Object                     Distance      Geod. Az  |
 QB1400|                                                           dddmmss.s |
 QB1400| AI7605 FAA MYL C                           162.526 METERS 29642     |
 QB1400|---------------------------------------------------------------------|
 QB1400
 QB1400                          SUPERSEDED SURVEY CONTROL
 QB1400
 QB1400  NAD 83(1991)-  44 53 30.30115(N)    116 06 02.07511(W) AD(       ) 1
 QB1400  NAD 83(1992)-  44 53 30.30495(N)    116 06 02.08254(W) AD(       ) 3
 QB1400  ELLIP H (05/15/92) 1514.32   (m)                       GP(       ) 4 2
 QB1400  NAD 27      -  44 53 30.68042(N)    116 05 58.62301(W) AD(       ) 1
 QB1400  NAVD 88 (05/31/01) 1529.19   (m)         5017.0    (f) LEVELING    3  
 QB1400  NGVD 29 (06/11/92) 1528.0    (m)         5013.     (f) GPS OBS        
 QB1400
 QB1400.Superseded values are not recommended for survey control.
 QB1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1400.See file dsdata.txt to determine how the superseded data were derived.
 QB1400
 QB1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK7102271319(NAD 83)
 QB1400_MARKER: DH = HORIZONTAL CONTROL DISK
 QB1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1400_SP_SET: CONCRETE POST
 QB1400_STAMPING: FFA MYL B 1991
 QB1400_MARK LOGO: NGS   
 QB1400_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1400+STABILITY: SURFACE MOTION
 QB1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB1400+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 QB1400
 QB1400  HISTORY     - Date     Condition        Report By
 QB1400  HISTORY     - 1991     MONUMENTED       NGS
 QB1400  HISTORY     - 19911015 GOOD             NGS
 QB1400  HISTORY     - 20000705 GOOD             IDTD
 QB1400  HISTORY     - 20000808 GOOD             IDTD
 QB1400
 QB1400                          STATION DESCRIPTION
 QB1400
 QB1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QB1400'THE STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) SOUTH OF MCCALL AIRPORT,
 QB1400'IN A WEEDED AREA ON THE SOUTH SIDE OF A TAXIWAY THAT RUNS EAST-WEST
 QB1400'TOWARDS THE FOREST SERVICE HANGER AND WEST OF A NEWLY CONSTRUCTED
 QB1400'HANGER.  OWNERSHIP--CITY OF MCCALL, P.O. BOX 1065, MCCALL ID 83638,
 QB1400'FIXED BASE OFFICER RICHARD DAVIS, PIONEER AIR SERVICE, PHONE
 QB1400'208-634-5445.
 QB1400'TO REACH THE STATION FROM THE HOTEL MCCALL, AT THE BLINKER LIGHT, AT A
 QB1400'TURN IN STATE HIGHWAY 55, AT THE LAKE EDGE IN MCCALL, GO SOUTHERLY ON
 QB1400'HIGHWAY 55 FOR 1.6 KM (1.0 MI) TO A PAVED CROSSROAD (DEINHARD LANE).
 QB1400'CONTINUE SOUTHERLY FOR 0.19 KM (0.12 MI) TO A PAVED ROAD RIGHT AT THE
 QB1400'AIRPORT.  TURN RIGHT AND GO SOUTHWEST, PASSING TO THE RIGHT OF
 QB1400'PIONEER AVIATION HANGER, ON ROAD, APRON AND CONNECTING TAXIWAY FOR
 QB1400'0.5 KM (0.3 MI) TO AN EAST-WEST TAXIWAY AND THE STATION AHEAD, JUST
 QB1400'PAST THE TAXIWAY AND WEST OF A NEWLY CONSTRUCTED HANGER.
 QB1400'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 30 CM ROUND
 QB1400'CONCRETE POST RECESSED 10 CM IN THE GROUND.  LOCATED 41.2 M
 QB1400'(135.2 FT) SOUTH OF A TAXIWAY LEADING EAST-WEST, 40.2 M (131.9 FT)
 QB1400'EAST OF A TAXIWAY LEADING NORTH-SOUTH, 28.5 M (93.5 FT) NORTHEAST OF A
 QB1400'3 INCH LONE PINE TREE, 0.8 M (2.6 FT) SOUTHEAST OF A FIBERGLASS
 QB1400'WITNESS POST AND 0.75 M (2.46 FT) WEST OF A FIBERGLASS WITNESS POST.
 QB1400
 QB1400                          STATION RECOVERY (2000)
 QB1400
 QB1400'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 QB1400'RECOVERED AS DESCRIBED.
 QB1400
 QB1400                          STATION RECOVERY (2000)
 QB1400
 QB1400'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 QB1400'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI7605 ***********************************************************************
 AI7605  DESIGNATION -  FAA MYL C
 AI7605  PID         -  AI7605
 AI7605  STATE/COUNTY-  ID/VALLEY
 AI7605  USGS QUAD   -  MC CALL (1973)
 AI7605
 AI7605                         *CURRENT SURVEY CONTROL
 AI7605  ___________________________________________________________________
 AI7605* NAD 83(1999)-  44 53 32.67204(N)    116 06 08.69995(W)     ADJUSTED  
 AI7605* NAVD 88     -      1527.859  (meters)    5012.65   (feet)  ADJUSTED  
 AI7605  ___________________________________________________________________
 AI7605  X           -  -1,991,824.219 (meters)                     COMP
 AI7605  Y           -  -4,065,385.059 (meters)                     COMP
 AI7605  Z           -   4,479,953.613 (meters)                     COMP
 AI7605  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 AI7605  ELLIP HEIGHT-        1512.92  (meters)          (05/31/01) GPS OBS
 AI7605  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 AI7605  DYNAMIC HT  -        1527.199 (meters)    5010.49  (feet)  COMP
 AI7605  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 AI7605
 AI7605  HORZ ORDER  -  FIRST
 AI7605  VERT ORDER  -  SECOND    CLASS II
 AI7605  ELLP ORDER  -  FOURTH    CLASS II
 AI7605
 AI7605.The horizontal coordinates were established by GPS observations
 AI7605.and adjusted by the National Geodetic Survey in May 2001..
 AI7605.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI7605.DATUM ITEM on the data sheet items page.
 AI7605
 AI7605.The orthometric height was determined by differential leveling
 AI7605.and adjusted by the National Geodetic Survey in September 2000..
 AI7605
 AI7605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7605
 AI7605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7605
 AI7605.The ellipsoidal height was determined by GPS observations
 AI7605.and is referenced to NAD 83.
 AI7605
 AI7605.The geoid height was determined by GEOID03.
 AI7605
 AI7605.The dynamic height is computed by dividing the NAVD 88
 AI7605.geopotential number by the normal gravity value computed on the
 AI7605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7605.degrees latitude (g = 980.6199 gals.).
 AI7605
 AI7605.The modeled gravity was interpolated from observed gravity values.
 AI7605
 AI7605;                    North         East     Units Scale Factor Converg.
 AI7605;SPC ID W     -   358,410.702   772,162.963   MT  0.99994286   -0 14 55.4
 AI7605;UTM  11      - 4,971,390.342   570,875.585   MT  0.99966177   +0 38 00.7
 AI7605
 AI7605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7605!SPC ID W     -   0.99976285  x   0.99994286  =   0.99970572
 AI7605!UTM  11      -   0.99976285  x   0.99966177  =   0.99942470
 AI7605
 AI7605|---------------------------------------------------------------------|
 AI7605| PID    Reference Object                     Distance      Geod. Az  |
 AI7605|                                                           dddmmss.s |
 AI7605| QB1400 FAA MYL B                           162.526 METERS 11642     |
 AI7605|---------------------------------------------------------------------|
 AI7605
 AI7605                          SUPERSEDED SURVEY CONTROL
 AI7605
 AI7605  NAVD 88 (05/31/01) 1527.86   (m)         5012.7    (f) LEVELING    3  
 AI7605
 AI7605.Superseded values are not recommended for survey control.
 AI7605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7605.See file dsdata.txt to determine how the superseded data were derived.
 AI7605
 AI7605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK7087671390(NAD 83)
 AI7605_MARKER: DH = HORIZONTAL CONTROL DISK
 AI7605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7605_STAMPING: FAA MYL C 1994
 AI7605_MARK LOGO: NGS   
 AI7605_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7605+STABILITY: SURFACE MOTION
 AI7605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7605+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 AI7605
 AI7605  HISTORY     - Date     Condition        Report By
 AI7605  HISTORY     - 1994     MONUMENTED       NGS
 AI7605  HISTORY     - 20000705 GOOD             IDTD
 AI7605  HISTORY     - 20000808 GOOD             IDTD
 AI7605
 AI7605                          STATION DESCRIPTION
 AI7605
 AI7605'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 AI7605'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF MACCALL AND 4.8 KM
 AI7605'(3.00 MI) NORTHWEST OF LAKE FORK AT THE MCCALL MUNICIPAL AIRPORT
 AI7605'BETWEEN THE U.S.  FOREST SERVICE TAXIWAY AND THE MAIN RUNWAY.
 AI7605'OWNERSHIP--CITY OF MCCCALL--P.O.  BOX 1597 MCCALL, ID 83638.  AIRPORT
 AI7605'MANAGER IS DALE POINTS, PHONE 208-634-7070 OR 208-634-7142. ALTERNATE
 AI7605'CONTACT IS KENT BRAUN, PIONEER AIR SERVICE.  PHONE 208-634-5445.
 AI7605'CONTACT SHOULD BE MAID BEFORE DRIVING OUT ON THE RUNWAY.  REACHED FROM
 AI7605'THE JUNCTION OF STATE HIGHWAY 55 AND DIENHARD LANE AND A STOP LIGHT
 AI7605'WHICH IS 1.6 KM (1.00 MI) SOUTH OF MCCALL.  GO SOUTH ON STATE HIGHWAY
 AI7605'55 FOR 0.2 KM (0.10 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 AI7605'RIGHT AND GO WEST-NORTHWEST FOR 0.08 KM (0.05 MI) TO THE AIRPORT
 AI7605'OFFICE AND HANGER ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST CROSSING
 AI7605'APRON AND TAXIWAY FOR 0.5 KM (0.30 MI) TO THE END OF THE RUNWAY.
 AI7605'CROSS RUNWAY AND TURN LEFT SOUTH ON THE U.S. FOREST SERVICE TAXIWAY
 AI7605'FOR 0.5 KM (0.30 MI) TO STATION ON THE LEFT BETWEEN THE MAIN RUNWAY
 AI7605'AND THE U.S.  FOREST SERVICE TAXIWAY. STATION MARK IS SET IN THE TOP
 AI7605'OF A 30-CM IN-DIAMETER CONCRETE POST SET TO A DEPTH OF 1.2 M (3.9 FT)
 AI7605'AND FLUSH WITH THE GROUND SURFACE. IT IS 50.9 M (167.0 FT) EAST OF THE
 AI7605'CENTERLINE OF THE U.S.  FOREST SERVICE TAXIWAY, 42.5 M (139.4 FT) WEST
 AI7605'OF THE CENTER OF THE MAIN RUNWAY, 35.3 M (115.8 FT) NORTH OF THE
 AI7605'CENTERLINE OF A CONNECTOR TAXIWAY AND 0.4 M (1.3 FT) SOUTH OF A
 AI7605'FIBERGLASS WITNESS POST. NOTE--THIS IS A SECONDARY AIRPORT CONTROL
 AI7605'STATION.
 AI7605
 AI7605                          STATION RECOVERY (2000)
 AI7605
 AI7605'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 AI7605'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3682 ***********************************************************************
 AA3682  CBN         -  This is a Cooperative Base Network Control Station.
 AA3682  PACS        -  This is a Primary Airport Control Station.
 AA3682  DESIGNATION -  FAA PIH A
 AA3682  PID         -  AA3682
 AA3682  STATE/COUNTY-  ID/POWER
 AA3682  USGS QUAD   -  MICHAUD (1984)
 AA3682
 AA3682                         *CURRENT SURVEY CONTROL
 AA3682  ___________________________________________________________________
 AA3682* NAD 83(1999)-  42 54 47.03860(N)    112 35 26.36477(W)     ADJUSTED  
 AA3682* NAVD 88     -      1357.66   (meters)    4454.3    (feet)  GPS OBS   
 AA3682  ___________________________________________________________________
 AA3682  X           -  -1,797,612.841 (meters)                     COMP
 AA3682  Y           -  -4,320,473.147 (meters)                     COMP
 AA3682  Z           -   4,321,349.156 (meters)                     COMP
 AA3682  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 AA3682  ELLIP HEIGHT-        1344.62  (meters)          (04/16/01) GPS OBS
 AA3682  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 AA3682
 AA3682  HORZ ORDER  -  B
 AA3682  ELLP ORDER  -  FOURTH    CLASS II
 AA3682
 AA3682.This mark is at Pocatello Regional Airport (PIH)
 AA3682
 AA3682.The horizontal coordinates were established by GPS observations
 AA3682.and adjusted by the National Geodetic Survey in April 2001..
 AA3682.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3682.DATUM ITEM on the data sheet items page.
 AA3682
 AA3682.The orthometric height was determined by GPS observations and a
 AA3682.high-resolution geoid model.
 AA3682
 AA3682.GPS derived orthometric heights for airport stations designated as
 AA3682.PACS or SACS are published to 2 decimal places.  This maintains
 AA3682.centimeter relative accuracy between the PACS and SACS.  It does
 AA3682.not indicate centimeter accuracy relative to other marks which are
 AA3682.part of the NAVD 88 network.
 AA3682
 AA3682.Photographs are available for this station.
 AA3682
 AA3682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3682
 AA3682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3682
 AA3682.The ellipsoidal height was determined by GPS observations
 AA3682.and is referenced to NAD 83.
 AA3682
 AA3682.The geoid height was determined by GEOID03.
 AA3682
 AA3682;                    North         East     Units Scale Factor Converg.
 AA3682;SPC ID E     -   138,528.653   165,380.526   MT  0.99996211   -0 17 19.3
 AA3682;UTM  12      - 4,752,388.331   370,164.302   MT  0.99980738   -1 04 59.6
 AA3682
 AA3682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3682!SPC ID E     -   0.99978917  x   0.99996211  =   0.99975129
 AA3682!UTM  12      -   0.99978917  x   0.99980738  =   0.99959659
 AA3682
 AA3682                          SUPERSEDED SURVEY CONTROL
 AA3682
 AA3682  NAD 83(1994)-  42 54 47.03813(N)    112 35 26.36316(W) AD(       ) B
 AA3682  ELLIP H (04/21/95) 1344.73   (m)                       GP(       ) 4 1
 AA3682
 AA3682.Superseded values are not recommended for survey control.
 AA3682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3682.See file dsdata.txt to determine how the superseded data were derived.
 AA3682
 AA3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN7016452388(NAD 83)
 AA3682_MARKER: I = METAL ROD
 AA3682_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3682_SP_SET: 3 FT SLEEVED STAINLESS STEEL ROD
 AA3682_STAMPING: FAA PIH A 1994
 AA3682_MARK LOGO: NGS   
 AA3682_PROJECTION: PROJECTING 2 CENTIMETERS
 AA3682_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3682+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2001
 AA3682_ROD/PIPE-DEPTH: 2.9  meters
 AA3682_SLEEVE-DEPTH  : 0.90 meters
 AA3682
 AA3682  HISTORY     - Date     Condition        Report By
 AA3682  HISTORY     - 1994     MONUMENTED       NGS
 AA3682  HISTORY     - 19960827 GOOD             NGS
 AA3682  HISTORY     - 19990217 GOOD             IDTD
 AA3682  HISTORY     - 20010707 GOOD             NGS
 AA3682
 AA3682                          STATION DESCRIPTION
 AA3682
 AA3682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3682'STATION IS LOCATED ABOUT 15 KM (9.30 MI) NORTHWEST OF POCATELLO, AT
 AA3682'THE POCATELLO MUNICIPAL AIRPORT, ABOUT 550 M (1804.5 FT) NORTHWEST OF
 AA3682'RUNWAY 3-21, IN BRUSH ON A SLIGHT RISE ABOUT MIDWAY BETWEEN THE
 AA3682'ANEMOMETER AND THE SYMMETRICAL CIRCLE.  OWNERSHIP--CITY OF POCATELLO.
 AA3682'AIRPORT MANAGER IS LENARD NELSON, PHONE 208-234-6154. AIRPORT SECURITY
 AA3682'WILL ESCORT YOU TO STATION UNLESS YOU HAVE A RADIO. CALL ONE DAY IN
 AA3682'ADVANCE FOR PERMISSION TO OCCUPY THE STATION. TO REACH FROM THE
 AA3682'JUNCTION OF INTERSTATE HIGHWAY 84 AND A PAVED ROAD (EXIT 56), GO
 AA3682'NORTHWEST ON PAVED ROAD FOR 1.10 KM (0.70 MI) TO THE TERMINAL BUILDING
 AA3682'AND MANAGERS OFFICE. STATION MARK IS A PUNCH HOLE TOP CENTER OF A
 AA3682'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AA3682'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AA3682'PROJECTING 2 CM.  IT IS 74.4 M (244.1 FT) SOUTHEAST OF THE WINDSOCK,
 AA3682'43.5 M (142.7 FT) SOUTHEAST OF THE EDGE OF THE SYMMETRICAL CIRCLE,
 AA3682'49.2 M (161.4 FT) NORTHWEST OF THE ANEMOMETER, 18 M (59.1 FT)
 AA3682'SOUTHWEST OF THE CENTER OF A TRAIL ROAD, AND 0.8 M (2.6 FT) NORTHEAST
 AA3682'OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G. AUG
 AA3682
 AA3682                          STATION RECOVERY (1996)
 AA3682
 AA3682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 AA3682'THE STATION IS 10 MI (16.1 KM) NORTHWEST OF POCATELLO AT THE POCATELLO
 AA3682'MUNICIPAL AIRPORT, NEAR THE WINDSOCK.  OWNERSHIP--CITY OF
 AA3682'POCATELLO--P.0.  BOX 4169, POCATELLO, IDAHO 83205.  POINT OF CONTACT
 AA3682'AT THE TIME OF RECOVERY WAS THE AIRPORT MANAGER--MR.  L.J.  NELSON,
 AA3682'PHONE 208-234-6154.  NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING
 AA3682'AIRPORT.  TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF
 AA3682'INTERSTATE HIGHWAY 86 AND TERMINAL WAY (NO STREET SIGN) AT INTERSTATE
 AA3682'EXIT 56, GO NORTHWEST ON TERMINAL WAY FOR 0.6 MI (1.0 KM) TO
 AA3682'THUNDERBOLT ROAD ON THE RIGHT.  TURN RIGHT ON THUNDERBOLT ROAD AND GO
 AA3682'NORTHEAST FOR 0.15 MI (0.24 KM) TO A ROAD AND MAINTENANCE SHOP ON THE
 AA3682'LEFT.  TURN LEFT AND PROCEED NORTHWEST TO A GATE.  PASS THROUGH GATE
 AA3682'AND PROCEED 0.05 MI (0.08 KM) ACROSS THE APRON TO TAXIWAY A, TURN
 AA3682'RIGHT ON TAXIWAY A AND PROCEED NORTHEAST FOR 0.05 MI (0.08 KM) TO
 AA3682'TAXIWAY C.  TURN LEFT ON TAXIWAY C AND PROCEED NORTHWEST FOR 0.05 MI
 AA3682'(0.08 KM) TO RUNWAY 3-21.  CROSS RUNWAY 3-21 TO A TRACK ROAD LEADING
 AA3682'TO THE WINDSOCK.  TAKE THE TRACK ROAD FOR 0.2 MI (0.3 KM) TO THE
 AA3682'STATION AHEAD.  IT IS, 71.8 M (235.6 FT) EAST-SOUTHEAST OF THE
 AA3682'WINDSOCK, 59.8 M (196.2 FT) EAST-SOUTHEAST OF A 1.5 M (4.9 FT) BY 1.5
 AA3682'M (4.9 FT) CONCRETE FOUNDATION, 49.5 M (162.4 FT) NORTHWEST OF AN
 AA3682'ANEMOMETER AND 0.9 M (3.0 FT) NORTHEAST OF A FIBREGLASS WITNESS POST.
 AA3682'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH NGS LOGO CAP.  THIS IS
 AA3682'THE PRIMARY AIRPORT CONTROL (PAC) STATION.  RECOVERY BY J.E.  DUNFORD
 AA3682'III.
 AA3682
 AA3682                          STATION RECOVERY (1999)
 AA3682
 AA3682'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (RE)
 AA3682'RECOVERED AS DESCRIBED.
 AA3682
 AA3682                          STATION RECOVERY (2001)
 AA3682
 AA3682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRM)
 AA3682'RECOVERED AS DESCRIBED
 AA3682' 
 AA3682' 
 AA3682'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1441 ***********************************************************************
 RA1441  CBN         -  This is a Cooperative Base Network Control Station.
 RA1441  DESIGNATION -  FAA S80 1
 RA1441  PID         -  RA1441
 RA1441  STATE/COUNTY-  ID/IDAHO
 RA1441  USGS QUAD   -  GRANGEVILLE EAST (1995)
 RA1441
 RA1441                         *CURRENT SURVEY CONTROL
 RA1441  ___________________________________________________________________
 RA1441* NAD 83(1999)-  45 56 31.53283(N)    116 07 09.57670(W)     ADJUSTED  
 RA1441* NAVD 88     -      1008.0    (meters)    3307.     (feet)  GPS OBS   
 RA1441  ___________________________________________________________________
 RA1441  X           -  -1,956,276.116 (meters)                     COMP
 RA1441  Y           -  -3,989,849.285 (meters)                     COMP
 RA1441  Z           -   4,561,486.685 (meters)                     COMP
 RA1441  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 RA1441  ELLIP HEIGHT-         991.64  (meters)          (09/01/00) GPS OBS
 RA1441  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 RA1441
 RA1441  HORZ ORDER  -  A
 RA1441  ELLP ORDER  -  THIRD     CLASS I
 RA1441
 RA1441.The horizontal coordinates were established by GPS observations
 RA1441.and adjusted by the National Geodetic Survey in September 2000..
 RA1441.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RA1441.DATUM ITEM on the data sheet items page.
 RA1441
 RA1441.The orthometric height was determined by GPS observations and a
 RA1441.high-resolution geoid model.
 RA1441
 RA1441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RA1441
 RA1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1441
 RA1441.The ellipsoidal height was determined by GPS observations
 RA1441.and is referenced to NAD 83.
 RA1441
 RA1441.The geoid height was determined by GEOID03.
 RA1441
 RA1441;                    North         East     Units Scale Factor Converg.
 RA1441;SPC ID W     -   475,070.589   771,362.808   MT  0.99994341   -0 15 55.5
 RA1441;UTM  11      - 5,087,990.631   568,263.578   MT  0.99965729   +0 37 58.5
 RA1441
 RA1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1441!SPC ID W     -   0.99984457  x   0.99994341  =   0.99978798
 RA1441!UTM  11      -   0.99984457  x   0.99965729  =   0.99950191
 RA1441
 RA1441|---------------------------------------------------------------------|
 RA1441| PID    Reference Object                     Distance      Geod. Az  |
 RA1441|                                                           dddmmss.s |
 RA1441| RA1443 AIRPORT NEW                         293.929 METERS 17241     |
 RA1441| RA1444 FAA S80 2                           APPROX. 0.6 KM 2703652.5 |
 RA1441|---------------------------------------------------------------------|
 RA1441
 RA1441                          SUPERSEDED SURVEY CONTROL
 RA1441
 RA1441  NAD 83(1991)-  45 56 31.53053(N)    116 07 09.57048(W) AD(       ) 1
 RA1441  NAD 83(1992)-  45 56 31.53162(N)    116 07 09.57729(W) AD(       ) B
 RA1441  ELLIP H (05/15/92)  991.68   (m)                       GP(       ) 4 2
 RA1441  NAD 27      -  45 56 31.94401(N)    116 07 06.05411(W) AD(       ) 1
 RA1441  NGVD 29 (06/11/92) 1006.8    (m)         3303.     (f) GPS OBS        
 RA1441
 RA1441.Superseded values are not recommended for survey control.
 RA1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1441.See file dsdata.txt to determine how the superseded data were derived.
 RA1441
 RA1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6826487991(NAD 83)
 RA1441_MARKER: DH = HORIZONTAL CONTROL DISK
 RA1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1441_SP_SET: CONCRETE POST
 RA1441_STAMPING: FAA S80 1 1990
 RA1441_MARK LOGO: NGS   
 RA1441_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1441+STABILITY: SURFACE MOTION
 RA1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA1441+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1999
 RA1441
 RA1441  HISTORY     - Date     Condition        Report By
 RA1441  HISTORY     - 1990     MONUMENTED       NGS
 RA1441  HISTORY     - 19911008 GOOD             NGS
 RA1441  HISTORY     - 19960805 GOOD             NGS
 RA1441  HISTORY     - 19990616 GOOD             BLM
 RA1441
 RA1441                          STATION DESCRIPTION
 RA1441
 RA1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RA1441'THE STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) NORTH OF GRANGEVILLE, AT
 RA1441'THE IDAHO COUNTY AIRPORT, IN THE MEDIAN BETWEEN THE PAVED RUNWAY AND
 RA1441'THE PARALLEL TAXIWAY AND ON THE EAST EDGE OF SECTION 18, T30N, R3E.
 RA1441'OWNERSHIP--IDAHO COUNTY, COUNTY COURTHOUSE, GRANGEVILLE ID 83530,
 RA1441'MANAGER BILL JARVIS, PHONE 208-983-2018.  MR JARVIS LIVES AT THE
 RA1441'AIRPORT.
 RA1441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE
 RA1441'HIGHWAY 13 ON THE WEST SIDE OF GRANGEVILLE, GO NORTH ON HIGHWAY 95
 RA1441'FOR 1.05 KM (0.65 MI) TO A PAVED ROAD RIGHT AT HIGHWAY CURVE.  TURN
 RA1441'RIGHT, EAST, FOR 1.56 KM (0.97 MI) TO A CROSSROAD AT ROAD CURVE.
 RA1441'TURN LEFT, NORTHERLY ON PAVED ROAD FOR 0.17 KM (0.11 MI) TO A ROAD
 RA1441'FORK.  KEEP LEFT, NORTH, FOR 0.24 KM (0.15 MI) TO A PAVED ROAD LEFT.
 RA1441'TURN LEFT, WEST, UPHILL FOR 0.39 KM (0.24 MI) TO A FORK AT THE
 RA1441'AIRPORT BUILDINGS.  BEAR RIGHT, NORTH ON ROAD, APRON AND TAXIWAY FOR
 RA1441'0.28 KM (0.17 MI) TO THE PARALLEL TAXIWAY AND THE STATION ON THE
 RA1441'LEFT.
 RA1441'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 30 CM ROUND
 RA1441'CONCRETE POST RECESSED 2 CM BELOW THE GROUND.  LOCATED 49.2 M
 RA1441'(161.4 FT) SOUTH OF THE RUNWAY CENTER, 19.1 M (62.7 FT) WEST OF THE
 RA1441'CONNECTOR CENTER, 12.0 M (39.4 FT) NORTH OF THE PARALLEL TAXIWAY
 RA1441'CENTER, 10.3 M (33.8 FT) SOUTH-SOUTHWEST OF THE WEST END OF A METAL
 RA1441'DRAIN UNDER THE CONNECTOR AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS
 RA1441'WITNESS POST.
 RA1441'STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) NORTH OF GRANGEVILLE, AT THE
 RA1441'IDAHO COUNTY AIRPORT, IN THE MEDIAN BETWEEN THE PAVED RUNWAY AND THE
 RA1441'PARALLEL TAXI, AND ON THE EAST EDGE OF SECTION 18, T 30 N, R 3 E.
 RA1441'OWNERSHIP--IDAHO COUNTY, COUNTY COURTHOUSE, GRANGEVILLE, ID 83530.
 RA1441'AIRPORT MANAGER IS BILL JARVIS, PHONE 208-983-2018.  MR. JARVIS LIVES
 RA1441'AT THE AIRPORT.
 RA1441'TO REACH FROM THE JUNCTION OF US HIGHWAY 95 AND STATE HIGHWAY 13 ON
 RA1441'THE WEST SIDE OF GRANGEVILLE, GO NORTH ON HIGHWAY 95 FOR 1.05 KM
 RA1441'(0.65 MI) TO A PAVED ROAD RIGHT AT HIGHWAY CURVE.  TURN RIGHT, EAST,
 RA1441'FOR 1.56 KM (0.97 MI) TO A CROSSROAD AT ROAD CURVE.  TURN LEFT,
 RA1441'NORTHERLY, ON PAVED ROAD FOR 0.17 KM (0.11 MI) TO A ROAD FORK.  KEEP
 RA1441'LEFT, NORTH, FOR 0.24 KM (0.15 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 RA1441'WEST, UPHILL, FOR 0.39 KM (0.24 MI) TO A FORK AT THE AIRPORT
 RA1441'BUILDINGS.  BEAR RIGHT, NORTH, ON ROAD, THEN APRON, AND TAXI FOR 0.28
 RA1441'KM (0.17 MI) TO THE PARALLEL TAXI AND THE STATION ON THE LEFT.
 RA1441'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 2 CM
 RA1441'BELOW GROUND.  IT IS 49.2 M (161.4 FT) SOUTH OF THE RUNWAY CENTER,
 RA1441'12.0 M (39.4 FT) NORTH OF THE PARALLEL TAXI CENTER, 19.1 M (62.7 FT)
 RA1441'WEST OF THE CONNECTOR CENTER, 10.3 M (33.8 FT) SOUTH-SOUTHWEST OF THE
 RA1441'WEST END OF A METAL DRAIN UNDER THE CONNECTOR, AND 0.3 M (1.0 FT)
 RA1441'SOUTH OF A FIBERGLASS WITNESS POST.
 RA1441'NOTE--NO SUBSURFACE MARK FOR THIS STATION.
 RA1441'DESCRIBED BY G.R. HEID.
 RA1441
 RA1441                          STATION RECOVERY (1996)
 RA1441
 RA1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 RA1441'RECOVERED AS DESCRIBED BY R.P.  BUTLER.
 RA1441
 RA1441                          STATION RECOVERY (1999)
 RA1441
 RA1441'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1999 (TS)
 RA1441'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1444 ***********************************************************************
 RA1444  DESIGNATION -  FAA S80 2
 RA1444  PID         -  RA1444
 RA1444  STATE/COUNTY-  ID/IDAHO
 RA1444  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA1444
 RA1444                         *CURRENT SURVEY CONTROL
 RA1444  ___________________________________________________________________
 RA1444* NAD 83(1999)-  45 56 31.74151(N)    116 07 37.58838(W)     ADJUSTED  
 RA1444* NAVD 88     -      1004.     (meters)    3294.     (feet)  VERTCON   
 RA1444  ___________________________________________________________________
 RA1444  X           -  -1,956,814.735 (meters)                     COMP
 RA1444  Y           -  -3,989,577.047 (meters)                     COMP
 RA1444  Z           -   4,561,488.436 (meters)                     COMP
 RA1444  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 RA1444  ELLIP HEIGHT-         987.84  (meters)          (06/13/02) GPS OBS
 RA1444  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 RA1444
 RA1444  HORZ ORDER  -  THIRD
 RA1444  ELLP ORDER  -  FIFTH     CLASS II
 RA1444
 RA1444.The horizontal coordinates were established by GPS observations
 RA1444.and adjusted by the National Geodetic Survey in June 2002..
 RA1444.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RA1444.DATUM ITEM on the data sheet items page.
 RA1444
 RA1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1444
 RA1444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RA1444
 RA1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1444
 RA1444.The ellipsoidal height was determined by GPS observations
 RA1444.and is referenced to NAD 83.
 RA1444
 RA1444.The geoid height was determined by GEOID03.
 RA1444
 RA1444;                    North         East     Units Scale Factor Converg.
 RA1444;SPC ID W     -   475,079.855   770,759.507   MT  0.99994384   -0 16 15.6
 RA1444;UTM  11      - 5,087,990.438   567,660.379   MT  0.99965628   +0 37 38.3
 RA1444
 RA1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1444!SPC ID W     -   0.99984516  x   0.99994384  =   0.99978901
 RA1444!UTM  11      -   0.99984516  x   0.99965628  =   0.99950149
 RA1444
 RA1444:                Primary Azimuth Mark                     Grid Az
 RA1444:SPC ID W     -  FAA S80 1                                090 52 48.0
 RA1444:UTM  11      -  FAA S80 1                                089 58 54.1
 RA1444
 RA1444|---------------------------------------------------------------------|
 RA1444| PID    Reference Object                     Distance      Geod. Az  |
 RA1444|                                                           dddmmss.s |
 RA1444| RA1441 FAA S80 1                           APPROX. 0.6 KM 0903632.4 |
 RA1444|---------------------------------------------------------------------|
 RA1444
 RA1444                          SUPERSEDED SURVEY CONTROL
 RA1444
 RA1444  NAD 83(1992)-  45 56 31.74030(N)    116 07 37.58896(W) AD(       ) 3
 RA1444  ELLIP H (10/07/92)  987.87   (m)                       GP(       ) 5 2
 RA1444  NGVD 29 (10/07/92) 1003.     (m)         3291.     (f) GPS OBS        
 RA1444
 RA1444.Superseded values are not recommended for survey control.
 RA1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1444.See file dsdata.txt to determine how the superseded data were derived.
 RA1444
 RA1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6766087990(NAD 83)
 RA1444_MARKER: DH = HORIZONTAL CONTROL DISK
 RA1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1444_SP_SET: CONCRETE POST
 RA1444_STAMPING: FAA S80 2 1990
 RA1444_MARK LOGO: NGS   
 RA1444_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1444+STABILITY: SURFACE MOTION
 RA1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA1444+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RA1444
 RA1444  HISTORY     - Date     Condition        Report By
 RA1444  HISTORY     - 1990     MONUMENTED       NGS
 RA1444
 RA1444                          STATION DESCRIPTION
 RA1444
 RA1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RA1444'STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) NORTH OF GRANGEVILLE, AT THE
 RA1444'IDAHO COUNTY AIRPORT, IN THE MEDIAN BETWEEN THE PAVED RUNWAY AND THE
 RA1444'PARALLEL TAXI, AND IN NORTH CENTRAL SECTION 18, T 30 N, R 3 E.
 RA1444'OWNERSHIP--IDAHO COUNTY, COUNTY COURTHOUSE, GRANGEVILLE, ID 83530.
 RA1444'AIRPORT MANAGER IS BILL JARVIS, PHONE 208-983-2018.  MR. JARVIS LIVES
 RA1444'AT THE AIRPORT.
 RA1444'TO REACH FROM THE JUNCTION OF US HIGHWAY 95 AND STATE HIGHWAY 13 ON
 RA1444'THE WEST SIDE OF GRANGEVILLE, GO NORTH ON HIGHWAY 95 FOR 1.05 KM
 RA1444'(0.65 MI) TO A PAVED ROAD RIGHT AT HIGHWAY CURVE.  TURN RIGHT, EAST,
 RA1444'FOR 1.56 KM (0.97 MI) TO A CROSSROAD AT ROAD CURVE.  TURN LEFT,
 RA1444'NORTHERLY, ON PAVED ROAD FOR 0.17 KM (0.11 MI) TO A ROAD FORK.  KEEP
 RA1444'LEFT, NORTH, FOR 0.24 KM (0.15 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 RA1444'WEST, UPHILL, FOR 0.39 KM (0.24 MI) TO A FORK AT THE AIRPORT
 RA1444'BUILDINGS.  BEAR RIGHT, NORTH, ON ROAD, THEN APRON, AND TAXI FOR 0.28
 RA1444'KM (0.17 MI) TO THE PARALLEL TAXI.  TURN LEFT, WEST, ON TAXI FOR 0.62
 RA1444'KM (0.39 MI) TO A CONNECTOR AND THE STATION ON THE RIGHT.
 RA1444'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 2 CM
 RA1444'BELOW GROUND.  IT IS 49.2 M (161.4 FT) SOUTH OF THE RUNWAY CENTER,
 RA1444'12.2 M (40.0 FT) NORTH OF THE PARALLEL TAXI CENTER, 20.7 M (67.9 FT)
 RA1444'EAST OF THE CONNECTOR CENTER, 8.1 M (26.6 FT) SOUTH-SOUTHEAST OF THE
 RA1444'EAST END OF A METAL DRAIN UNDER THE CONNECTOR, AND 0.3 M (1.0 FT)
 RA1444'SOUTH OF A FIBERGLASS WITNESS POST.
 RA1444'NOTE--NO SUBSURFACE MARK FOR THIS STATION.
 RA1444'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1832 ***********************************************************************
 NU1832  CBN         -  This is a Cooperative Base Network Control Station.
 NU1832  DESIGNATION -  FAA U01 A
 NU1832  PID         -  NU1832
 NU1832  STATE/COUNTY-  ID/POWER
 NU1832  USGS QUAD   -  AMERICAN FALLS (1971)
 NU1832
 NU1832                         *CURRENT SURVEY CONTROL
 NU1832  ___________________________________________________________________
 NU1832* NAD 83(1999)-  42 47 47.51536(N)    112 49 30.47283(W)     ADJUSTED  
 NU1832* NAVD 88     -      1348.5    (meters)    4424.     (feet)  GPS OBS   
 NU1832  ___________________________________________________________________
 NU1832  X           -  -1,818,692.190 (meters)                     COMP
 NU1832  Y           -  -4,321,191.097 (meters)                     COMP
 NU1832  Z           -   4,311,850.208 (meters)                     COMP
 NU1832  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 NU1832  ELLIP HEIGHT-        1334.82  (meters)          (04/16/01) GPS OBS
 NU1832  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NU1832
 NU1832  HORZ ORDER  -  B
 NU1832  ELLP ORDER  -  FOURTH    CLASS II
 NU1832
 NU1832.The horizontal coordinates were established by GPS observations
 NU1832.and adjusted by the National Geodetic Survey in April 2001..
 NU1832.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NU1832.DATUM ITEM on the data sheet items page.
 NU1832
 NU1832.The orthometric height was determined by GPS observations and a
 NU1832.high-resolution geoid model.
 NU1832
 NU1832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NU1832
 NU1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1832
 NU1832.The ellipsoidal height was determined by GPS observations
 NU1832.and is referenced to NAD 83.
 NU1832
 NU1832.The geoid height was determined by GEOID03.
 NU1832
 NU1832;                    North         East     Units Scale Factor Converg.
 NU1832;SPC ID E     -   125,706.634   146,134.072   MT  0.99998305   -0 26 50.5
 NU1832;UTM  12      - 4,739,835.798   350,744.647   MT  0.99987407   -1 14 24.8
 NU1832
 NU1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1832!SPC ID E     -   0.99979071  x   0.99998305  =   0.99977376
 NU1832!UTM  12      -   0.99979071  x   0.99987407  =   0.99966480
 NU1832
 NU1832|---------------------------------------------------------------------|
 NU1832| PID    Reference Object                     Distance      Geod. Az  |
 NU1832|                                                           dddmmss.s |
 NU1832| NU0739 A F AIRPORT                          27.587 METERS 04909     |
 NU1832| NU1899 FAA U01 B                           APPROX. 0.7 KM 0511811.3 |
 NU1832|---------------------------------------------------------------------|
 NU1832
 NU1832                          SUPERSEDED SURVEY CONTROL
 NU1832
 NU1832  NAD 83(1992)-  42 47 47.50672(N)    112 49 30.45853(W) AD(       ) 1
 NU1832  NAD 83(1992)-  42 47 47.51447(N)    112 49 30.47117(W) AD(       ) B
 NU1832  ELLIP H (05/15/92) 1334.89   (m)                       GP(       ) 4 2
 NU1832  NAD 27      -  42 47 47.82417(N)    112 49 27.48554(W) AD(       ) 1
 NU1832  NGVD 29 (06/11/92) 1347.3    (m)         4420.     (f) GPS OBS        
 NU1832
 NU1832.Superseded values are not recommended for survey control.
 NU1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1832.See file dsdata.txt to determine how the superseded data were derived.
 NU1832
 NU1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5074539836(NAD 83)
 NU1832_MARKER: DH = HORIZONTAL CONTROL DISK
 NU1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1832_SP_SET: CONCRETE POST
 NU1832_STAMPING: FAA U01 A 1990
 NU1832_MARK LOGO: NGS   
 NU1832_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1832+STABILITY: SURFACE MOTION
 NU1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1832+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1991
 NU1832
 NU1832  HISTORY     - Date     Condition        Report By
 NU1832  HISTORY     - 1990     MONUMENTED       NGS
 NU1832  HISTORY     - 19911017 GOOD             NGS
 NU1832  HISTORY     - 19990217 GOOD             IDTD
 NU1832
 NU1832                          STATION DESCRIPTION
 NU1832
 NU1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NU1832'THE STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) NORTHEAST OF AMERICAN
 NU1832'FALLS AND AT THE AMERICAN FALLS MUNICIPAL AIRPORT.  OWNERSHIP--POWER
 NU1832'COUNTY, 543 BANNOCK AVENUE, AMERICAN FALLS ID 83211, PHONE
 NU1832'208-226-2522.  CONTACT--DAN NEU, SEC. OF AIRPORT COMMISSION, 565
 NU1832'FILLMORE AVENUE, AMERICAN FALLS ID 83211, PHONE 208-226-2580.
 NU1832'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 86 AND
 NU1832'STATE HIGHWAY 39 (EXIT 40), ABOUT 3 KM (1.9 MI) NORTHEAST OF AMERICAN
 NU1832'FALLS, GO SOUTHWEST ON HIGHWAY 39 (INTERSTATE HIGHWAY 86 BUSINESS),
 NU1832'TOWARD AMERICAN FALLS FOR 0.56 KM (0.35 MI) TO A ROAD RIGHT.  TURN
 NU1832'RIGHT ON FAIRGROUNDS ROAD AND GO NORTHERLY FOR 40 M (131.2 FT) TO A
 NU1832'ROAD RIGHT.  TURN RIGHT ON AIRPORT ROAD AND GO NORTHEAST FOR 0.8 KM
 NU1832'(0.5 MI) TO THE AIRPORT ENTRANCE.  TURN LEFT INTO THE AIRPORT AND GO
 NU1832'NORTHWEST FOR 30 M (98.4 FT) TO A GRAVEL ROAD LEFT.  TURN LEFT, THEN
 NU1832'RIGHT AND GO AROUND THE SOUTH END OF A WHITE MASONRY BRICK BUILDING,
 NU1832'AIRPORT OFFICE MANAGERS BUILDING AND CONTINUE TO THE TAXIWAY.  TURN
 NU1832'RIGHT ON THE TAXIWAY AND GO NORTHEAST FOR 0.16 KM (0.10 MI) TO THE
 NU1832'EAST END OF A LARGE PAVED AIRPLANE APRON PARKING AREA AND THE STATION
 NU1832'ON THE RIGHT, IN A GRASSY AREA.
 NU1832'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NU1832'LOCATED 42.8 M (140.4 FT) SOUTH-SOUTHWEST OF A TAXIWAY REFLECTOR,
 NU1832'25.2 M (82.7 FT) SOUTHEAST OF A TAXIWAY REFLECTOR ON THE NORTHWEST
 NU1832'EDGE OF THE TAXIWAY, 17.6 M (57.7 FT) SOUTHEAST OF THE CENTER OF A
 NU1832'TAXIWAY AND 12.2 M (40.0 FT) NORTHEAST OF THE EAST EDGE OF THE
 NU1832'AIRPLANE APRON TIE-DOWN PARKING LOT.
 NU1832'THE STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) NORTHEAST OF AMERICAN
 NU1832'FALLS, AND AT THE AMERICAN FALLS MUNICIPAL AIRPORT. OWNERSHIP--COUNTY
 NU1832'OF POWER, 543 BANNOCK AVE, AMERICAN FALLS, ID 83211.  PHONE
 NU1832'208-226-2522.  CONTACT DAN NEU, SEC. OF AIRPORT COMMISSION, 565
 NU1832'FILLMORE AVE., AMERICAN FALLS, ID 83211.  PHONE 208-226-2580.
 NU1832'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 86 AND
 NU1832'STATE HIGHWAY 39 (BUSINESS LOOP 86 AT EXIT 40, AMERICAN FALLS EXIT),
 NU1832'ABOUT 3 KM (1.9 MI) NORTHEAST OF AMERICAN FALLS, TURN RIGHT ON
 NU1832'BUSINESS LOOP 86 (HIGHWAY 39) AND GO SOUTHWEST TOWARD AMERICAN FALLS
 NU1832'FOR 0.56 KM (0.35 MI) TO FAIRGROUNDS ROAD.  TURN RIGHT ON FAIRGROUNDS
 NU1832'ROAD AND GO NORTHERLY FOR 40 M (131.2 FT) TO AIRPORT ROAD ON THE
 NU1832'RIGHT.  TURN RIGHT ON AIRPORT ROAD AND GO NORTHEAST 0.8 KM (0.5 MI)
 NU1832'TO THE AIRPORT ENTRANCE.  TURN LEFT INTO THE AIRPORT AND GO NORTHWEST
 NU1832'FOR 30 M (98.4 FT) TO A GRAVEL ROAD LEFT.  TURN LEFT, THEN RIGHT AND
 NU1832'GO AROUND SOUTH END OF A WHITE MASONARY BRICK BUILDING, WHICH IS THE
 NU1832'AIRPORT OFFICE MANAGERS BUILDING, AND PROCEED TO THE TAXIWAY.  TURN
 NU1832'RIGHT ON THE TAXIWAY AND GO NORTHEAST FOR 0.16 KM (0.10 MI) TO THE
 NU1832'EAST END OF A LARGE PAVED AIRPLANE APRON PARKING AREA AND THE STATION
 NU1832'ON THE RIGHT, IN GRASSY AREA.
 NU1832'STATION IS LOCATED 17.6 M (57.7 FT) SOUTHEAST OF THE CENTER OF A
 NU1832'TAXIWAY, 25.2 M (82.7 FT) SOUTHEAST OF A TAXIWAY REFLECTOR ON THE
 NU1832'NORTHWEST EDGE OF THE TAXIWAY, 12.2 M (40.0 FT) NORTHEAST OF THE EAST
 NU1832'EDGE OF THE AIRPLANE APRON TIE DOWN PARKING LOT, AND 42.8 M
 NU1832'(140.4 FT) SOUTH-SOUTHWEST OF A TAXIWAY REFLECTOR.
 NU1832'DESCRIBED BY D. BELL.
 NU1832
 NU1832                          STATION RECOVERY (1999)
 NU1832
 NU1832'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (RE)
 NU1832'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1899 ***********************************************************************
 NU1899  DESIGNATION -  FAA U01 B
 NU1899  PID         -  NU1899
 NU1899  STATE/COUNTY-  ID/POWER
 NU1899  USGS QUAD   -  AMERICAN FALLS (1971)
 NU1899
 NU1899                         *CURRENT SURVEY CONTROL
 NU1899  ___________________________________________________________________
 NU1899* NAD 83(1999)-  42 48 02.56976(N)    112 49 04.95073(W)     ADJUSTED  
 NU1899* NAVD 88     -      1347.1    (meters)    4420.     (feet)  VERTCON   
 NU1899  ___________________________________________________________________
 NU1899  X           -  -1,818,034.741 (meters)                     COMP
 NU1899  Y           -  -4,321,124.336 (meters)                     COMP
 NU1899  Z           -   4,312,190.359 (meters)                     COMP
 NU1899  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 NU1899  ELLIP HEIGHT-        1333.67  (meters)          (06/13/02) GPS OBS
 NU1899  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 NU1899
 NU1899  HORZ ORDER  -  THIRD
 NU1899  ELLP ORDER  -  FIFTH     CLASS II
 NU1899
 NU1899.The horizontal coordinates were established by GPS observations
 NU1899.and adjusted by the National Geodetic Survey in June 2002..
 NU1899.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NU1899.DATUM ITEM on the data sheet items page.
 NU1899
 NU1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1899
 NU1899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NU1899
 NU1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1899
 NU1899.The ellipsoidal height was determined by GPS observations
 NU1899.and is referenced to NAD 83.
 NU1899
 NU1899.The geoid height was determined by GEOID03.
 NU1899
 NU1899;                    North         East     Units Scale Factor Converg.
 NU1899;SPC ID E     -   126,166.657   146,717.619   MT  0.99998228   -0 26 33.3
 NU1899;UTM  12      - 4,740,287.652   351,334.439   MT  0.99987191   -1 14 07.8
 NU1899
 NU1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1899!SPC ID E     -   0.99979089  x   0.99998228  =   0.99977317
 NU1899!UTM  12      -   0.99979089  x   0.99987191  =   0.99966282
 NU1899
 NU1899:                Primary Azimuth Mark                     Grid Az
 NU1899:SPC ID E     -  FAA U01 A                                231 45 01.9
 NU1899:UTM  12      -  FAA U01 A                                232 32 36.4
 NU1899
 NU1899|---------------------------------------------------------------------|
 NU1899| PID    Reference Object                     Distance      Geod. Az  |
 NU1899|                                                           dddmmss.s |
 NU1899| NU1832 FAA U01 A                           APPROX. 0.7 KM 2311828.6 |
 NU1899|---------------------------------------------------------------------|
 NU1899
 NU1899                          SUPERSEDED SURVEY CONTROL
 NU1899
 NU1899  NAD 83(1992)-  42 48 02.56887(N)    112 49 04.94907(W) AD(       ) 3
 NU1899  ELLIP H (10/07/92) 1333.75   (m)                       GP(       ) 5 2
 NU1899  NGVD 29 (10/07/92) 1346.1    (m)         4416.     (f) GPS OBS        
 NU1899
 NU1899.Superseded values are not recommended for survey control.
 NU1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1899.See file dsdata.txt to determine how the superseded data were derived.
 NU1899
 NU1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5133440288(NAD 83)
 NU1899_MARKER: DH = HORIZONTAL CONTROL DISK
 NU1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1899_SP_SET: CONCRETE POST
 NU1899_STAMPING: FAA U01 B 1990
 NU1899_MARK LOGO: NGS   
 NU1899_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1899+STABILITY: SURFACE MOTION
 NU1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1899+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NU1899
 NU1899  HISTORY     - Date     Condition        Report By
 NU1899  HISTORY     - 1990     MONUMENTED       NGS
 NU1899
 NU1899                          STATION DESCRIPTION
 NU1899
 NU1899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NU1899'THE STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) NORTHEAST OF AMERICAN
 NU1899'FALLS, AND AT THE AMERICAN FALLS MUNICIPAL AIRPORT.
 NU1899'OWNERSHIP--COUNTY OF POWER, 543 BANNOCK AVE., AMERICAN FALLS, ID
 NU1899'83211.  PHONE 208-226-2522.  CONTACT DAN NEU, SEC. OF AIRPORT
 NU1899'COMMISSION, 565 FILLMORE AVE., AMERICAN FALLS, ID 83211.  PHONE
 NU1899'208-226-2580.
 NU1899'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 86 AND
 NU1899'STATE HIGHWAY 39 (BUSINESS LOOP 86 AT EXIT 40, AMERICAN FALLS EXIT),
 NU1899'ABOUT 3 KM (1.9 MI) NORTHEAST OF AMERICAN FALLS, TURN RIGHT ON
 NU1899'BUSINESS LOOP 86 (HIGHWAY 39) AND GO SOUTHWEST TOWARD AMERICAN FALLS
 NU1899'FOR 0.56 KM (0.35 MI) TO FAIRGROUNDS ROAD.  TURN RIGHT ON FAIRGROUNDS
 NU1899'ROAD AND GO NORTHERLY FOR 40 M (131.2 FT) TO AIRPORT ROAD ON THE
 NU1899'RIGHT.  TURN RIGHT ON AIRPORT ROAD AND GO NORTHEAST FOR 0.8 KM
 NU1899'(0.5 MI) TO THE AIRPORT ENTRANCE.  TURN LEFT INTO THE AIRPORT AND GO
 NU1899'NORTHWEST FOR 30 M (98.4 FT) TO A GRAVEL ROAD LEFT.  TURN LEFT, THEN
 NU1899'RIGHT AND GO AROUND SOUTH END OF A WHITE MASONARY BRICK BUILDING,
 NU1899'WHICH IS THE AIRPORT OFFICE MANAGERS BUILDING, AND PROCEED TO THE
 NU1899'TAXIWAY.  TURN RIGHT ON THE TAXIWAY AND GO NORTHEAST FOR 0.97 KM
 NU1899'(0.60 MI) TO A CURVE LEFT, AND THE STATION ON THE RIGHT, IN GRASSY
 NU1899'AREA.
 NU1899'STATION IS LOCATED 51.9 M (170.3 FT) NORTHEAST FROM THE POLE OF A WIND
 NU1899'SOCK SET IN A LARGE CONCRETE BASE, 25.5 M (83.7 FT) EAST FROM A
 NU1899'TAXIWAY REFLECTOR ON THE NORTHWEST EDGE OF THE TAXIWAY, 18.2
 NU1899'SOUTHEAST FROM THE CENTER OF THE TAXIWAY, 17.6 M (57.7 FT) SOUTHEAST
 NU1899'OF THE CENTER OF A TAXIWAY, AND 36.8 M (120.7 FT) SOUTH-SOUTHWEST OF
 NU1899'THE SOUTHEAST END OF A CULVERT UNDER THE TAXIWAY.
 NU1899'DESCRIBED BY D. BELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3683 ***********************************************************************
 AA3683  CBN         -  This is a Cooperative Base Network Control Station.
 AA3683  PACS        -  This is a Primary Airport Control Station.
 AA3683  DESIGNATION -  FAA U11 D
 AA3683  PID         -  AA3683
 AA3683  STATE/COUNTY-  ID/MADISON
 AA3683  USGS QUAD   -  REXBURG (1979)
 AA3683
 AA3683                         *CURRENT SURVEY CONTROL
 AA3683  ___________________________________________________________________
 AA3683* NAD 83(1999)-  43 50 10.45302(N)    111 48 18.81808(W)     ADJUSTED  
 AA3683* NAVD 88     -      1479.56   (meters)    4854.2    (feet)  GPS OBS   
 AA3683  ___________________________________________________________________
 AA3683  X           -  -1,712,082.963 (meters)                     COMP
 AA3683  Y           -  -4,279,380.463 (meters)                     COMP
 AA3683  Z           -   4,396,001.576 (meters)                     COMP
 AA3683  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 AA3683  ELLIP HEIGHT-        1468.36  (meters)          (04/16/01) GPS OBS
 AA3683  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 AA3683
 AA3683  HORZ ORDER  -  B
 AA3683  ELLP ORDER  -  FOURTH    CLASS II
 AA3683
 AA3683.This mark is at Rexburg-Madison County Airport (U11)
 AA3683
 AA3683.The horizontal coordinates were established by GPS observations
 AA3683.and adjusted by the National Geodetic Survey in April 2001..
 AA3683.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3683.DATUM ITEM on the data sheet items page.
 AA3683
 AA3683.The orthometric height was determined by GPS observations and a
 AA3683.high-resolution geoid model.
 AA3683
 AA3683.GPS derived orthometric heights for airport stations designated as
 AA3683.PACS or SACS are published to 2 decimal places.  This maintains
 AA3683.centimeter relative accuracy between the PACS and SACS.  It does
 AA3683.not indicate centimeter accuracy relative to other marks which are
 AA3683.part of the NAVD 88 network.
 AA3683
 AA3683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3683
 AA3683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3683
 AA3683.The ellipsoidal height was determined by GPS observations
 AA3683.and is referenced to NAD 83.
 AA3683
 AA3683.The geoid height was determined by GEOID03.
 AA3683
 AA3683;                    North         East     Units Scale Factor Converg.
 AA3683;SPC ID E     -   241,063.838   229,067.776   MT  0.99995776   +0 15 01.2
 AA3683;UTM  12      - 4,853,999.371   435,264.226   MT  0.99965154   -0 33 27.8
 AA3683
 AA3683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3683!SPC ID E     -   0.99976980  x   0.99995776  =   0.99972757
 AA3683!UTM  12      -   0.99976980  x   0.99965154  =   0.99942142
 AA3683
 AA3683                          SUPERSEDED SURVEY CONTROL
 AA3683
 AA3683  NAD 83(1994)-  43 50 10.45282(N)    111 48 18.81651(W) AD(       ) B
 AA3683  ELLIP H (04/21/95) 1468.44   (m)                       GP(       ) 4 1
 AA3683
 AA3683.Superseded values are not recommended for survey control.
 AA3683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3683.See file dsdata.txt to determine how the superseded data were derived.
 AA3683
 AA3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP3526453999(NAD 83)
 AA3683_MARKER: I = METAL ROD
 AA3683_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3683_STAMPING: FAA U11 D 1994
 AA3683_MARK LOGO: NGS   
 AA3683_PROJECTION: FLUSH
 AA3683_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3683+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1996
 AA3683_ROD/PIPE-DEPTH: 18.1 meters
 AA3683_SLEEVE-DEPTH  : 0.90 meters
 AA3683
 AA3683  HISTORY     - Date     Condition        Report By
 AA3683  HISTORY     - 1994     MONUMENTED       NGS
 AA3683  HISTORY     - 19960825 GOOD             NGS
 AA3683
 AA3683                          STATION DESCRIPTION
 AA3683
 AA3683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AA3683'STATION IS LOCATED ON THE WEST SIDE OF REXBURG, AT THE REXBURG-MADISON
 AA3683'COUNTY AIRPORT, NEAR THE NORTH END OF THE TAXI (MAY BE EXTENDED IN THE
 AA3683'FUTURE), IN THE GRASS MEDIAN BETWEEN THE TAXI AND RUNWAY, AND JUST
 AA3683'NORTH OF A VASI.  OWNERSHIP--CITY OF REXBURG AND MADISON COUNTY.
 AA3683'AIRPORT MANAGER IS GERALD TAYLOR, PHONE 208-356-6600 (NUMBER IS AT THE
 AA3683'CHEVROLET GARAGE). TO REACH FROM THE UNDERPASS AT THE JUNCTION OF US
 AA3683'HIGHWAY 20 AND STATE HIGHWAY 33 ON THE WEST SIDE OF REXBURG, GO EAST
 AA3683'ON HIGHWAY 33 FOR 0.25 KM (0.15 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 AA3683'NORTH, ON 1500 WEST FOR 0.74 KM (0.45 MI) TO THE AIRPORT ENTRANCE ON
 AA3683'THE RIGHT. TURN RIGHT, EAST, ON PAVED ROAD FOR 0.10 KM (0.05 MI) TO
 AA3683'THE APRON. CONTINUE AHEAD ON APRON FOR 50 M (164.0 FT) TO THE PARALLEL
 AA3683'TAXI. TURN LEFT, NORTH, ON TAXI FOR 0.37 KM (0.20 MI) TO THE STATION
 AA3683'ON THE RIGHT JUST BEFORE A TURN IN THE TAXI. STATION MARK IS A PUNCH
 AA3683'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 AA3683'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AA3683'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 38.3 M (125.7
 AA3683'FT) WEST OF THE RUNWAY CENTER, 59.4 M (194.9 FT) NORTH OF THE CENTER
 AA3683'OF THE CONNECTOR TAXI AND IN LINE WITH EXTENSION OF STOP LINE, 22.6 M
 AA3683'(74.1 FT) EAST OF THE CENTER OF THE TAXI, 8.0 M (26.2 FT) NORTHWEST OF
 AA3683'THE NORTHWEST CORNER OF THE WEST CONCRETE PAD FOR THE VASI, AND 0.8 M
 AA3683'(2.6 FT) NORTH OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G. AUG
 AA3683
 AA3683                          STATION RECOVERY (1996)
 AA3683
 AA3683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 AA3683'THE STATION IS ON THE WEST SIDE OF REXBURG AT THE REXBURG-MADISON
 AA3683'COUNTY AIRPORT, BETWEEN THE RUNWAY AND TAXIWAY.  OWNERSHIP--CITY OF
 AA3683'REXBURG--P.O.  BOX 280, REXBURG, IDAHO 83440.  POINT OF CONTACT AT THE
 AA3683'TIME OF RECOVERY WAS THE AIRPORT MANAGER--MR.  GERALD TAYLOR, PHONE
 AA3683'208-356-6600 (AUTOMOBILE DEALERSHIP) .  AN ALTERNATE POINT OF CONTACT
 AA3683'IS MR.  CRAIG FRISBEE (FIXED BASE OPERATOR) , PHONE 208-356-9960.  TO
 AA3683'REACH THE STATION FROM THE CENTER OF THE UNDERPASS AT THE JUNCTION OF
 AA3683'U.S.  HIGHWAY 20 AND STATE HIGHWAY 33 (MAIN STREET) , GO EAST ON STATE
 AA3683'HIGHWAY 33 FOR 0.15 MI (0.24 KM) TO A PAVED ROAD LEFT (1500 WEST) .
 AA3683'TURN LEFT ON 1500 WEST AND PROCEED NORTH FOR 0.45 MI (0.72 KM) TO THE
 AA3683'AIRPORT ENTRANCE ON THE RIGHT. TURN RIGHT AND PROCEED EAST 0.05 MI
 AA3683'(0.08 KM) ACROSS APRON TO A TAXIWAY.  TURN LEFT ON THE TAXIWAY AND GO
 AA3683'NORTH FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.  IT IS, 59.4
 AA3683'M (194.9 FT) SOUTH OF THE CENTERLINE OF A CONNECTOR TAXIWAY AT THE
 AA3683'HOLD BAR, 38.3 M (125.7 FT) WEST OF THE CENTERLINE OF THE RUNWAY, 22.6
 AA3683'M (74.1 FT) EAST OF THE CENTERLINE OF A TAXIWAY, 8.0 M (26.2 FT)
 AA3683'NORTHWEST OF THE NORTHWEST CORNER OF THE FOUNDATION OF THE WESTERNMOST
 AA3683'VASI LIGHT AND 0.8 M (2.6 FT) SOUTH OF A FIBREGLASS WITNESS POST.
 AA3683'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH NGS LOGO CAP.  THIS IS
 AA3683'THE PRIMARY AIRPORT CONTROL (PAC) STATION.  RECOVERED BY J.E.  DUNFORD
 AA3683'III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0864 ***********************************************************************
 OZ0864  DESIGNATION -  FAIR
 OZ0864  PID         -  OZ0864
 OZ0864  STATE/COUNTY-  ID/CAMAS
 OZ0864  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0864
 OZ0864                         *CURRENT SURVEY CONTROL
 OZ0864  ___________________________________________________________________
 OZ0864* NAD 83(1992)-  43 20 30.99638(N)    114 42 44.92100(W)     ADJUSTED  
 OZ0864* NAVD 88     -      1533.99   (+/-2cm)    5032.8    (feet)  VERTCON   
 OZ0864  ___________________________________________________________________
 OZ0864  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 OZ0864  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 OZ0864
 OZ0864  HORZ ORDER  -  THIRD
 OZ0864  VERT ORDER  -  THIRD ? (See Below)
 OZ0864
 OZ0864.The horizontal coordinates were established by classical geodetic methods
 OZ0864.and adjusted by the National Geodetic Survey in July 1992..
 OZ0864
 OZ0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0864.The vertical order pertains to the NGVD 29 superseded value.
 OZ0864
 OZ0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0864
 OZ0864.The geoid height was determined by GEOID03.
 OZ0864
 OZ0864;                    North         East     Units Scale Factor Converg.
 OZ0864;SPC ID C     -   186,331.666   442,230.001   MT  0.99998841   -0 29 20.5
 OZ0864;UTM  11      - 4,801,329.319   685,417.807   MT  1.00002292   +1 34 13.8
 OZ0864
 OZ0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0864!SPC ID C     -   0.99976171  x   0.99998841  =   0.99975012
 OZ0864!UTM  11      -   0.99976171  x   1.00002292  =   0.99978462
 OZ0864
 OZ0864:                Primary Azimuth Mark                     Grid Az
 OZ0864:SPC ID C     -  CHERRY                                   023 12 16.3
 OZ0864:UTM  11      -  CHERRY                                   021 08 42.0
 OZ0864
 OZ0864|---------------------------------------------------------------------|
 OZ0864| PID    Reference Object                     Distance      Geod. Az  |
 OZ0864|                                                           dddmmss.s |
 OZ0864| OZ0856 CHERRY                              APPROX.13.9 KM 0224255.8 |
 OZ0864|---------------------------------------------------------------------|
 OZ0864
 OZ0864                          SUPERSEDED SURVEY CONTROL
 OZ0864
 OZ0864  NAD 83(1986)-  43 20 30.99255(N)    114 42 44.91800(W) AD(       ) 3
 OZ0864  NGVD 29 (01/23/89) 1532.91   (m)         5029.2    (f) LEVELING    3  
 OZ0864
 OZ0864.Superseded values are not recommended for survey control.
 OZ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0864.See file dsdata.txt to determine how the superseded data were derived.
 OZ0864
 OZ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ8541801329(NAD 83)
 OZ0864_MARKER: DD = SURVEY DISK
 OZ0864_SETTING: 0 = UNSPECIFIED SETTING
 OZ0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0864
 OZ0864  HISTORY     - Date     Condition        Report By
 OZ0864  HISTORY     - 1956     MONUMENTED       USGS
 OZ0864
 OZ0864                          STATION DESCRIPTION
 OZ0864
 OZ0864'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ0864'LOCATED ABOUT 4 MI. E. OF FAIRFIELD AT JUNCTION OF STATE HIGHWAYS 46
 OZ0864'AND 68, 109 FT. S. OF CENTER OF STATE HIGHWAY 68 AND 40 FT. E. OF
 OZ0864'CENTERLINE OF EXTENSION OF STATE HIGHWAY 46.
 OZ0864'
 OZ0864'TO REACH FROM FAIRFIELD POST OFFICE, DRIVE E. ALONG STATE HIGHWAY 68
 OZ0864'FOR 4 MI. TO STATION.
 OZ0864'
 OZ0864'STATION MARK--STANDARD TABLET STAMPED---FAIR 1956---, CEMENTED IN
 OZ0864'TOP OF CONCRETE POST.
 OZ0864'
 OZ0864'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---1
 OZ0864'FAIR 1956---, CEMENTED IN TOP OF CONCRETE POST, 67.65 FT. FROM STATION
 OZ0864'MARK, S 81 DEG 05 MIN W.
 OZ0864'
 OZ0864'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---2
 OZ0864'FAIR 1956---, CEMENTED IN TOP OF CONCRETE POST, 37.20 FT. FROM STATION
 OZ0864'MARK, S 12 DEG 55 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0963 ***********************************************************************
 OZ0963  DESIGNATION -  FAIRFIELD
 OZ0963  PID         -  OZ0963
 OZ0963  STATE/COUNTY-  ID/CAMAS
 OZ0963  USGS QUAD   -  FAIRFIELD (1986)
 OZ0963
 OZ0963                         *CURRENT SURVEY CONTROL
 OZ0963  ___________________________________________________________________
 OZ0963* NAD 83(1992)-  43 20 28.29488(N)    114 47 32.26077(W)     ADJUSTED  
 OZ0963* NAVD 88     -      1541.8    (meters)    5058.     (feet)  VERTCON   
 OZ0963  ___________________________________________________________________
 OZ0963  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 OZ0963  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0963
 OZ0963  HORZ ORDER  -  SECOND
 OZ0963
 OZ0963.The horizontal coordinates were established by classical geodetic methods
 OZ0963.and adjusted by the National Geodetic Survey in July 1992..
 OZ0963
 OZ0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0963
 OZ0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0963
 OZ0963.The geoid height was determined by GEOID03.
 OZ0963
 OZ0963;                    North         East     Units Scale Factor Converg.
 OZ0963;SPC ID C     -   186,306.633   435,757.401   MT  0.99999812   -0 32 37.7
 OZ0963;UTM  11      - 4,801,071.692   678,950.190   MT  0.99999393   +1 30 56.3
 OZ0963
 OZ0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0963!SPC ID C     -   0.99976050  x   0.99999812  =   0.99975862
 OZ0963!UTM  11      -   0.99976050  x   0.99999393  =   0.99975443
 OZ0963
 OZ0963|---------------------------------------------------------------------|
 OZ0963| PID    Reference Object                     Distance      Geod. Az  |
 OZ0963|                                                           dddmmss.s |
 OZ0963| CD5057 FAIRFIELD RM 1                        7.038 METERS 05355     |
 OZ0963| CD5058 FAIRFIELD RM 2                       16.808 METERS 14122     |
 OZ0963| OZ0954 JOHNSON                             APPROX.11.3 KM 1505757.5 |
 OZ0963|---------------------------------------------------------------------|
 OZ0963
 OZ0963                          SUPERSEDED SURVEY CONTROL
 OZ0963
 OZ0963  NAD 83(1986)-  43 20 28.29341(N)    114 47 32.25727(W) AD(       ) 2
 OZ0963  NAD 27      -  43 20 28.65094(N)    114 47 29.03536(W) AD(       ) 2
 OZ0963  NGVD 29 (07/19/86) 1540.7    (m)         5055.     (f) VERT ANG       
 OZ0963
 OZ0963.Superseded values are not recommended for survey control.
 OZ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0963.See file dsdata.txt to determine how the superseded data were derived.
 OZ0963
 OZ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ7895001072(NAD 83)
 OZ0963_MARKER: DD = SURVEY DISK
 OZ0963_SETTING: 0 = UNSPECIFIED SETTING
 OZ0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0963+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2005
 OZ0963
 OZ0963  HISTORY     - Date     Condition        Report By
 OZ0963  HISTORY     - 1970     MONUMENTED       USGS
 OZ0963  HISTORY     - 20050511 GOOD             JUBENG
 OZ0963
 OZ0963                          STATION DESCRIPTION
 OZ0963
 OZ0963'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OZ0963'RM 1 TO RM 2 NOT MEASURED.
 OZ0963'
 OZ0963'LOCATED IN FAIRFIELD AT THE AIRSTRIP ON THE SOUTH EDGE OF TOWN.
 OZ0963'
 OZ0963'TO REACH FROM FAIRFIELD POST OFFICE GO S. ON CENTER ST. FOR
 OZ0963'0.4 MI TO STATE HIGHWAY 68.  CONTINUE STRAIGHT AHEAD FOR 0.1
 OZ0963'MI TO T-RD. (W.).  TURN LEFT ONTO AIRSTRIP FOR 150 FT TO
 OZ0963'STATION, 50 FT N. OF RD.
 OZ0963'
 OZ0963'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED FAIRFIELD
 OZ0963'1970 SET IN CONC. POST.  UNDERGROUND MARK BURIED UNDER STATION
 OZ0963'MARK.
 OZ0963'
 OZ0963'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 OZ0963'STAMPED FAIRFIELD NO 1 1970 SET IN CONC. POST, LEVEL WITH
 OZ0963'STATION MARK.
 OZ0963'
 OZ0963'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 OZ0963'STAMPED FAIRFIELD NO 2 1970 SET IN CONC. HEADWALL, 0.3 FT ABOVE
 OZ0963'STATION MARK.
 OZ0963
 OZ0963                          STATION RECOVERY (2005)
 OZ0963
 OZ0963'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2005 (WLH)
 OZ0963'MONUMENT AND REFERENCE MONUMENTS RECOVERED IN GOOD CONDITION.  T POST
 OZ0963'3.5 FEET WEST OF MOMUMENT.  RING OF STONES AROUND MONUMENT.
 OZ0963'OPUS CALCULATED POSITION N43-20-28.29  W114-47-32.26
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0726 ***********************************************************************
 QZ0726  DESIGNATION -  FALL
 QZ0726  PID         -  QZ0726
 QZ0726  STATE/COUNTY-  ID/IDAHO
 QZ0726  USGS QUAD   -  CAREY DOME (1995)
 QZ0726
 QZ0726                         *CURRENT SURVEY CONTROL
 QZ0726  ___________________________________________________________________
 QZ0726* NAD 83(1992)-  45 22 40.12209(N)    115 59 36.24570(W)     ADJUSTED  
 QZ0726* NAVD 88     -      1932.9    (meters)    6342.     (feet)  VERTCON   
 QZ0726  ___________________________________________________________________
 QZ0726  LAPLACE CORR-           9.23  (seconds)                    DEFLEC99
 QZ0726  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 QZ0726
 QZ0726  HORZ ORDER  -  SECOND
 QZ0726
 QZ0726.The horizontal coordinates were established by classical geodetic methods
 QZ0726.and adjusted by the National Geodetic Survey in July 1992..
 QZ0726
 QZ0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0726
 QZ0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0726
 QZ0726.The geoid height was determined by GEOID03.
 QZ0726
 QZ0726;                    North         East     Units Scale Factor Converg.
 QZ0726;SPC ID W     -   412,320.461   780,936.371   MT  0.99993780   -0 10 23.7
 QZ0726;UTM  11      - 5,025,414.660   578,812.188   MT  0.99967637   +0 42 59.4
 QZ0726
 QZ0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0726!SPC ID W     -   0.99969941  x   0.99993780  =   0.99963723
 QZ0726!UTM  11      -   0.99969941  x   0.99967637  =   0.99937588
 QZ0726
 QZ0726|---------------------------------------------------------------------|
 QZ0726| PID    Reference Object                     Distance      Geod. Az  |
 QZ0726|                                                           dddmmss.s |
 QZ0726| CH7327 FALL RM 1                             2.765 METERS 01909     |
 QZ0726| CH7328 FALL RM 2                             3.057 METERS 09005     |
 QZ0726| RA1290 CHAIR POINT                         APPROX.21.2 KM 2992028.8 |
 QZ0726|---------------------------------------------------------------------|
 QZ0726
 QZ0726                          SUPERSEDED SURVEY CONTROL
 QZ0726
 QZ0726  NAD 83(1986)-  45 22 40.12280(N)    115 59 36.24268(W) AD(       ) 2
 QZ0726  NAD 27      -  45 22 40.48380(N)    115 59 32.78849(W) AD(       ) 2
 QZ0726  NGVD 29 (07/19/86) 1931.7    (m)         6338.     (f) VERT ANG       
 QZ0726
 QZ0726.Superseded values are not recommended for survey control.
 QZ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0726.See file dsdata.txt to determine how the superseded data were derived.
 QZ0726
 QZ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL7881225415(NAD 83)
 QZ0726_MARKER: Z = SEE DESCRIPTION
 QZ0726_SETTING: 0 = UNSPECIFIED SETTING
 QZ0726
 QZ0726  HISTORY     - Date     Condition        Report By
 QZ0726  HISTORY     - 1945     MONUMENTED       CGS
 QZ0726  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QZ0726
 QZ0726                          STATION DESCRIPTION
 QZ0726
 QZ0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QZ0726'STATION IS LOCATED ON THE N SLOPE OF A HEAVILY TIMBERED RIDGE
 QZ0726'ALONG THE S SIDE OF THE FRENCH CREEK ROAD, ABOUT 3.5 MILES S OF
 QZ0726'THE SALMON RIVER, AND 20 MILES (AIR LINE) E OF RIGGINS.  IT IS
 QZ0726'19 FEET W OF A 20-INCH SPRUCE TREE, 30 FEET NW OF A GROUP OF
 QZ0726'LARGE BOULDERS, AND 300 FEET S OF THE ROAD.
 QZ0726'
 QZ0726'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 QZ0726'A BOULDER.  DISK IS STAMPED FALL 1945 AND PROJECTS 3 FEET
 QZ0726'ABOVE THE GROUND.
 QZ0726'
 QZ0726'REFERENCE MARK 1 IS NE OF THE STATION AND 11 FEET W OF A 20-INCH
 QZ0726'SPRUCE TREE.  IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 QZ0726'IN A BOULDER WHICH PROJECTS 3 FEET.  DISK IS STAMPED FALL NO 1
 QZ0726'1945.
 QZ0726'
 QZ0726'REFERENCE MARK 2 IS SE OF THE STATION.  IT IS A BRONZE REFERENCE
 QZ0726'DISK SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2 FEET.
 QZ0726'DISK IS STAMPED FALL NO 2 1945.
 QZ0726'
 QZ0726'DUE TO HEAVY TIMBER, NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH
 QZ0726'MARK.
 QZ0726'
 QZ0726'TO REACH STATION FROM THE FRENCH CREEK POST OFFICE LOCATED 20
 QZ0726'MILES E OF RIGGINS ON THE S SIDE OF THE SALMON RIVER, GO S
 QZ0726'UP THE FRENCH CREEK ROAD FOR 12.05 MILES TO A FORK AND A SIGN
 QZ0726'EDMUNSON CABIN.  TAKE THE RIGHT FORK FOR 1.9 MILES TO A
 QZ0726'TRIANGULAR BLAZE ON A LARGE PINE TREE AND THE END OF TRUCK
 QZ0726'TRAVEL.  FROM HERE PACK E ABOUT 100 YARDS TO LARGE OUTCROPPING
 QZ0726'BOULDERS AND THE STATION.
 QZ0726
 QZ0726                          STATION RECOVERY (1946)
 QZ0726
 QZ0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0726'STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND ALL MARKS
 QZ0726'WERE IN GOOD CONDITION.
 QZ0726'
 QZ0726'STATION IS LOCATED ABOUT 3.5 MILES S OF THE SALMON RIVER AND
 QZ0726'ABOUT 20 MILES E OF RIGGINS.
 QZ0726'
 QZ0726'STATION MARK IS A BRONZE STATION DISK CEMENTED INTO A DRILL
 QZ0726'HOLE IN A BOULDER WHICH PROJECTS 3.5 FEET ABOVE THE GROUND.
 QZ0726'DISK IS STAMPED FALL 1945.
 QZ0726'
 QZ0726'REFERENCE MARK 1 IS NE OF THE STATION.  IT IS A BRONZE REFERENCE
 QZ0726'DISK CEMENTED INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 QZ0726'3 FEET.  DISK IS STAMPED FALL NO 1 1945.
 QZ0726'
 QZ0726'REFERENCE MARK 2 IS SE OF THE STATION.  IT IS A BRONZE REFERENCE
 QZ0726'DISK CEMENTED INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS 2
 QZ0726'FEET.  DISK IS STAMPED FALL NO 2 1945.
 QZ0726'
 QZ0726'THE PICTURE POINT IS A 20-INCH FIR TREE AT FORK OF Y FORMED BY
 QZ0726'OPENINGS IN TIMBER.
 QZ0726'
 QZ0726'TO REACH THE STATION FROM THE POST OFFICE IN RIGGINS, GO S ON
 QZ0726'U.S. HIGHWAY 95 FOR 0.95 MILE TO A SIGN RIGGINS HOT SPRINGS
 QZ0726'AND A BRIDGE ACROSS THE LITTLE SALMON RIVER.  TURN LEFT AND
 QZ0726'CROSS THE BRIDGE AND CONTINUE ON THE MAIN TRAVELED ROAD UP THE
 QZ0726'SALMON RIVER FOR 18.90 MILES TO A T-INTERSECTION IMMEDIATELY
 QZ0726'AFTER PASSING THE FRENCH CREEK POST OFFICE.  TURN RIGHT AND GO
 QZ0726'UP THE FRENCH CREEK ROAD FOR 12.05 MILES TO A FORK AND A SIGN
 QZ0726'EDMUNSON CABIN.  TAKE THE RIGHT FORK FOR 1.85 MILES TO A TRIANGLE
 QZ0726'BLAZE ON A LARGE PINE TREE AND THE END OF TRUCK TRAVEL.  FROM
 QZ0726'HERE PACK E ABOUT 100 YARDS TO LARGE OUTCROPPING BOULDERS
 QZ0726'AND THE STATION.
 QZ0726'
 QZ0726'THE DISTANCE TO THE REFERENCE MARKS CHECKED WITH THE 1945
 QZ0726'MEASUREMENTS.  NO HORIZONTAL DIRECTIONS WERE TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1018 ***********************************************************************
 NV1018  DESIGNATION -  FALLS
 NV1018  PID         -  NV1018
 NV1018  STATE/COUNTY-  ID/TWIN FALLS
 NV1018  USGS QUAD   -  TWIN FALLS (1992)
 NV1018
 NV1018                         *CURRENT SURVEY CONTROL
 NV1018  ___________________________________________________________________
 NV1018* NAD 83(1992)-  42 35 43.00370(N)    114 23 57.54091(W)     ADJUSTED  
 NV1018* NAVD 88     -      1042.6    (meters)    3421.     (feet)  VERTCON   
 NV1018  ___________________________________________________________________
 NV1018  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 NV1018  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 NV1018
 NV1018  HORZ ORDER  -  SECOND
 NV1018
 NV1018.The horizontal coordinates were established by classical geodetic methods
 NV1018.and adjusted by the National Geodetic Survey in July 1992..
 NV1018
 NV1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1018
 NV1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1018
 NV1018.The geoid height was determined by GEOID03.
 NV1018
 NV1018;                    North         East     Units Scale Factor Converg.
 NV1018;SPC ID C     -   103,218.228   467,228.125   MT  0.99996058   -0 16 13.0
 NV1018;UTM  11      - 4,719,151.432   713,369.611   MT  1.00016016   +1 45 39.0
 NV1018
 NV1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1018!SPC ID C     -   0.99983889  x   0.99996058  =   0.99979948
 NV1018!UTM  11      -   0.99983889  x   1.00016016  =   0.99999903
 NV1018
 NV1018|---------------------------------------------------------------------|
 NV1018| PID    Reference Object                     Distance      Geod. Az  |
 NV1018|                                                           dddmmss.s |
 NV1018| CD5059 FALLS RM 1                            6.475 METERS 16432     |
 NV1018| CD5060 FALLS RM 2                            4.254 METERS 27358     |
 NV1018| NV0070 SHOSHONE                            APPROX. 0.6 KM 3310600.2 |
 NV1018|---------------------------------------------------------------------|
 NV1018
 NV1018                          SUPERSEDED SURVEY CONTROL
 NV1018
 NV1018  NAD 83(1986)-  42 35 43.00203(N)    114 23 57.53794(W) AD(       ) 2
 NV1018  NAD 27      -  42 35 43.33000(N)    114 23 54.40900(W) AD(       ) 2
 NV1018  NGVD 29 (07/19/86) 1041.7    (m)         3418.     (f) VERT ANG       
 NV1018
 NV1018.Superseded values are not recommended for survey control.
 NV1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1018.See file dsdata.txt to determine how the superseded data were derived.
 NV1018
 NV1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1337019151(NAD 83)
 NV1018_MARKER: Z = SEE DESCRIPTION
 NV1018_SETTING: 0 = UNSPECIFIED SETTING
 NV1018
 NV1018  HISTORY     - Date     Condition        Report By
 NV1018  HISTORY     - 1946     MONUMENTED       CGS
 NV1018
 NV1018                          STATION DESCRIPTION
 NV1018
 NV1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1018'STATION IS LOCATED ABOUT 4 MILES NE OF TWIN FALLS, AT SHOSHONE
 NV1018'FALLS.
 NV1018'
 NV1018'STATION MARK IS A BRONZE DISK SET IN A LARGE MASS OF ROCK AT
 NV1018'THE E SIDE OF THE FALLS.  DISK IS STAMPED FALLS 1946.  THE MARK
 NV1018'IS 235 FEET W OF A ROAD LEADING TO THE FERRY, 30 FEET E OF THE EDGE
 NV1018'OF THE ROCK OVERLOOKING THE FALLS, AND 7 FEET NW OF THE HIGHEST
 NV1018'POINT OF THE ROCK.  NO UNDERGROUND MARK WAS SET.
 NV1018'
 NV1018'REFERENCE MARK 1 IS A BRONZE DISK SET IN THE SAME MASS OF ROCK
 NV1018'THAT THE STATION IS ON.  IT IS ABOUT 3 FEET LOWER THAN THE
 NV1018'STATION.  DISK IS STAMPED FALLS NO 1 1946.
 NV1018'
 NV1018'REFERENCE MARK 2 IS A BRONZE DISK SET IN THE SAME MASS OF ROCK
 NV1018'THAT THE STATION IS ON.  IT IS ABOUT 2-1/2 FEET LOWER THAN THE
 NV1018'STATION.  DISK IS STAMPED FALLS NO 2 1946.
 NV1018'
 NV1018'STATION SHOSHONE WAS USED AS THE AZIMUTH MARK FOR THIS STATION.
 NV1018'
 NV1018'TO REACH THE STATION FROM THE POST OFFICE IN TWIN FALLS, GO N
 NV1018'ON MAIN STREET FOR 0.6 MILE TO THE INTERSECTION OF U.S. HIGHWAYS 30
 NV1018'AND 93.  TURN RIGHT (E) ON HIGHWAY 93 FOR 1.0 MILE TO WHERE U.S.
 NV1018'HIGHWAY 93 TURNS TO THE LEFT.  TURN LEFT (N) ON HIGHWAY 93 AND
 NV1018'CONTINUE FOR 1.0 MILE TO A ROAD LEADING TO SHOSHONE FALLS.
 NV1018'TURN RIGHT (E) AND GO 3.0 MILES TO CROSSROADS.  TURN LEFT (N)
 NV1018'AND GO 1.0 MILE TO WHERE THE MAIN ROAD BENDS TO THE RIGHT AND
 NV1018'DOWN HILL TO THE FALLS, CONTINUE ON THE MAIN TRAVELED ROAD
 NV1018'DOWN HILL FOR 1.0 MILE TO THE STATION AS DESCRIBED ABOVE.
 NV1018'
 NV1018'THE STATION IS THE SUBSTITUTE CONTROL STATION.  IT IS ON THE
 NV1018'HIGHEST PART OF A LARGE MASS OF ROCK WHICH IS DIRECTLY TO THE
 NV1018'E OF THE FALLS PROPER WHICH IS 235 FEET W OF THE ROAD THAT LEADS
 NV1018'TO THE FERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0666 ***********************************************************************
 OX0666  DESIGNATION -  FALLS
 OX0666  PID         -  OX0666
 OX0666  STATE/COUNTY-  ID/FREMONT
 OX0666  USGS QUAD   -  LINDERMAN DAM (1965)
 OX0666
 OX0666                         *CURRENT SURVEY CONTROL
 OX0666  ___________________________________________________________________
 OX0666* NAD 83(1992)-  43 57 33.50658(N)    111 28 50.79630(W)     ADJUSTED  
 OX0666* NAVD 88     -      1725.8    (meters)    5662.     (feet)  VERTCON   
 OX0666  ___________________________________________________________________
 OX0666  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 OX0666  GEOID HEIGHT-         -10.55  (meters)                     GEOID03
 OX0666
 OX0666  HORZ ORDER  -  FIRST
 OX0666
 OX0666.The horizontal coordinates were established by classical geodetic methods
 OX0666.and adjusted by the National Geodetic Survey in July 1992..
 OX0666
 OX0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0666
 OX0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0666
 OX0666.The geoid height was determined by GEOID03.
 OX0666
 OX0666;                    North         East     Units Scale Factor Converg.
 OX0666;SPC ID E     -   254,902.721   255,047.357   MT  0.99998462   +0 28 34.0
 OX0666;UTM  12      - 4,867,465.554   461,427.799   MT  0.99961830   -0 20 01.4
 OX0666
 OX0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0666!SPC ID E     -   0.99973111  x   0.99998462  =   0.99971574
 OX0666!UTM  12      -   0.99973111  x   0.99961830  =   0.99934951
 OX0666
 OX0666:                Primary Azimuth Mark                     Grid Az
 OX0666:SPC ID E     -  ASHTON MUNICIPAL TANK                    013 53 05.5
 OX0666:UTM  12      -  ASHTON MUNICIPAL TANK                    014 41 40.9
 OX0666
 OX0666|---------------------------------------------------------------------|
 OX0666| PID    Reference Object                     Distance      Geod. Az  |
 OX0666|                                                           dddmmss.s |
 OX0666| PY1164 ASHTON MUNICIPAL TANK               APPROX.12.8 KM 0142139.5 |
 OX0666| CN3501 FALLS AZ MK                                        2062824.5 |
 OX0666| OX0721 WALKER MIDLAND ELEVATOR             APPROX.27.7 KM 2212755.3 |
 OX0666| OX0713 NEWDALE MUNICIPAL TANK              APPROX.12.8 KM 2303107.3 |
 OX0666| OX0727 TETON MUNICIPAL TANK                APPROX.17.0 KM 2420337.9 |
 OX0666| OX0719 SUGAR CITY MUNICIPAL TANK           APPROX.23.2 KM 2455646.2 |
 OX0666| OX0726 SUGAR CITY U I REFIN CO STACK       APPROX.22.7 KM 2463011.6 |
 OX0666| CN3502 FALLS RM 1                            4.990 METERS 25834     |
 OX0666| OX0725 ST ANTHONY MUNICIPAL TANK           APPROX.15.9 KM 2722722.8 |
 OX0666| OX0723 ST ANTHONY IDAHO INDUST SCH TK      APPROX.19.0 KM 2732946.0 |
 OX0666| CN3503 FALLS RM 2                            6.712 METERS 32701     |
 OX0666|---------------------------------------------------------------------|
 OX0666
 OX0666                          SUPERSEDED SURVEY CONTROL
 OX0666
 OX0666  NAD 83(1986)-  43 57 33.50391(N)    111 28 50.77618(W) AD(       ) 1
 OX0666  NAD 27      -  43 57 33.81000(N)    111 28 47.93600(W) AD(       ) 1
 OX0666  NGVD 29 (07/19/86) 1724.7    (m)         5658.     (f) VERT ANG       
 OX0666
 OX0666.Superseded values are not recommended for survey control.
 OX0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0666.See file dsdata.txt to determine how the superseded data were derived.
 OX0666
 OX0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP6142867466(NAD 83)
 OX0666_MARKER: DS = TRIANGULATION STATION DISK
 OX0666_SETTING: 66 = SET IN ROCK OUTCROP
 OX0666
 OX0666  HISTORY     - Date     Condition        Report By
 OX0666  HISTORY     - 1946     MONUMENTED       CGS
 OX0666
 OX0666                          STATION DESCRIPTION
 OX0666
 OX0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0666'THE STATION IS LOCATED IN A SMALL PASTURE AREA AT THE SUMMIT
 OX0666'OF A LONG RANGE OF HILLS WHICH ARE LOCATED ABOUT MIDWAY
 OX0666'BETWEEN THE FALLS AND TETON RIVERS, ABOUT 7 MILES AIRLINE
 OX0666'SOUTH OF ASHTON AND ABOUT 10 MILES EAST, AIRLINE, OF ST. ANTHONY.
 OX0666'THE DISK IS SET IN ROCK OUTCROP FLUSH WITH THE SURFACE OF THE
 OX0666'GROUND, ON THE HIGHEST POINT OF THE HILL, ABOUT 91 PACES WEST
 OX0666'OF A FENCE LINE AND A TRACK ROAD AND IS STAMPED FALLS 1946.
 OX0666'
 OX0666'REFERENCE MARK NO. 1 IS A DISK SET IN ROCK OUTCROP FLUSH WITH
 OX0666'THE GROUND, WEST SOUTHWEST OF THE STATION AND IS STAMPED FALLS
 OX0666'NO 1 1946.
 OX0666'
 OX0666'REFERENCE MARK NO. 2 IS A DISK SET IN ROCK OUTCROP PROJECTING
 OX0666'ABOUT 6 INCHES, NORTH NORTHWEST OF THE STATION AND IS STAMPED
 OX0666'FALLS NO 2 1946.
 OX0666'
 OX0666'THE AZIMUTH MARK IS A DISK SET FLUSH IN ROCK OUTCROP 4 FEET
 OX0666'WEST OF THE HIGHEST ROCKY POINT OF A LONE, PROMINENT SAGE AND
 OX0666'ROCK COVERED SMALL HILL ABOUT 0.6 MILE SOUTHWEST OF THE STATION.
 OX0666'IT IS STAMPED FALLS 1946.
 OX0666'
 OX0666'TO REACH THE STATION FROM U.S. HIGHWAY NO. 191 AT THE RAILROAD
 OX0666'DEPOT IN THE SOUTHERN PART OF ST. ANTHONY GO EAST AND SOUTH ON
 OX0666'A MACADAM ROAD FOR 0.5 MILE TO A GRAVEL T ROAD LEFT.  TURN
 OX0666'LEFT AND FOLLOW GRAVEL ROAD EAST FOR 10.2 MILES TO A FIELD
 OX0666'ROAD LEFT BETWEEN FIELDS (THIS IS ABOUT 0.6 MILE BEFORE
 OX0666'REACHING A FORK IN THE MAIN ROAD).  TURN LEFT ON FIELD ROAD
 OX0666'AND GO NORTH 0.2 MILE, HERE TURN RIGHT ON TRACK ROAD ACROSS
 OX0666'FIELDS, (THE AZIMUTH MARK IS 0.5 MILE ALONG THIS TRACK ROAD
 OX0666'FROM THIS POINT) THROUGH A DRAW THENCE UP HILL ON GOOD TRACK
 OX0666'ROAD TO THE HIGHEST POINT, 1.0 MILE, TO THE STATION AS
 OX0666'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1833 ***********************************************************************
 NU1833  DESIGNATION -  FALLS
 NU1833  PID         -  NU1833
 NU1833  STATE/COUNTY-  ID/POWER
 NU1833  USGS QUAD   -  AMERICAN FALLS SW (1971)
 NU1833
 NU1833                         *CURRENT SURVEY CONTROL
 NU1833  ___________________________________________________________________
 NU1833* NAD 83(1999)-  42 46 38.66386(N)    112 52 51.98168(W)     ADJUSTED  
 NU1833* NAVD 88     -      1342.7    (meters)    4405.     (feet)  GPS OBS   
 NU1833  ___________________________________________________________________
 NU1833  X           -  -1,823,472.461 (meters)                     COMP
 NU1833  Y           -  -4,320,738.217 (meters)                     COMP
 NU1833  Z           -   4,310,286.666 (meters)                     COMP
 NU1833  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 NU1833  ELLIP HEIGHT-        1328.94  (meters)          (04/16/01) GPS OBS
 NU1833  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 NU1833
 NU1833  HORZ ORDER  -  FIRST
 NU1833  ELLP ORDER  -  FOURTH    CLASS II
 NU1833
 NU1833.The horizontal coordinates were established by GPS observations
 NU1833.and adjusted by the National Geodetic Survey in April 2001..
 NU1833.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NU1833.DATUM ITEM on the data sheet items page.
 NU1833
 NU1833.The orthometric height was determined by GPS observations and a
 NU1833.high-resolution geoid model.
 NU1833
 NU1833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NU1833
 NU1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1833
 NU1833.The ellipsoidal height was determined by GPS observations
 NU1833.and is referenced to NAD 83.
 NU1833
 NU1833.The geoid height was determined by GEOID03.
 NU1833
 NU1833;                    North         East     Units Scale Factor Converg.
 NU1833;SPC ID E     -   123,619.392   141,537.030   MT  0.99998940   -0 29 06.8
 NU1833;UTM  12      - 4,737,812.564   346,119.647   MT  0.99989132   -1 16 40.1
 NU1833
 NU1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1833!SPC ID E     -   0.99979163  x   0.99998940  =   0.99978103
 NU1833!UTM  12      -   0.99979163  x   0.99989132  =   0.99968297
 NU1833
 NU1833                          SUPERSEDED SURVEY CONTROL
 NU1833
 NU1833  NAD 83(1992)-  42 46 38.65520(N)    112 52 51.96745(W) AD(       ) 1
 NU1833  NAD 83(1992)-  42 46 38.66298(N)    112 52 51.98002(W) AD(       ) 1
 NU1833  ELLIP H (05/15/92) 1329.02   (m)                       GP(       ) 4 2
 NU1833  NAD 27      -  42 46 38.97424(N)    112 52 48.98937(W) AD(       ) 1
 NU1833  NGVD 29 (06/11/92) 1341.5    (m)         4401.     (f) GPS OBS        
 NU1833
 NU1833.Superseded values are not recommended for survey control.
 NU1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1833.See file dsdata.txt to determine how the superseded data were derived.
 NU1833
 NU1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4612037813(NAD 83)
 NU1833_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NU1833_SETTING: 0 = UNSPECIFIED SETTING
 NU1833_STAMPING: FALLS 1991
 NU1833_MARK LOGO: BOR   
 NU1833_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1833+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 NU1833
 NU1833  HISTORY     - Date     Condition        Report By
 NU1833  HISTORY     - 1991     MONUMENTED       BOR
 NU1833  HISTORY     - 19911017 GOOD             NGS
 NU1833  HISTORY     - 20051004 GOOD             BOR
 NU1833
 NU1833                          STATION DESCRIPTION
 NU1833
 NU1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NU1833'THE STATION IS LOCATED ABOUT 10 KM (6.2 MI) SOUTH OF ABERDEEN, 3 KM
 NU1833'(1.9 MI) NORTH OF INTERSTATE HIGHWAY 86, 2 KM (1.2 MI) WEST-NORTHWEST
 NU1833'OF AMERICAN FALLS AND AT THE SOUTHEAST END OF THE DAM AT THE AMERICAN
 NU1833'FALLS RESERVOIR.  OWNERSHIP--BUREAU OF RECLAMATION, CALL KEITH BROOK,
 NU1833'PHONE 208-678-0461.
 NU1833'TO REACH THE STATION FROM THE POST OFFICE ON THE NORTHWEST SIDE OF
 NU1833'AMERICAN FALLS, ON STATE HIGHWAY 39, GO WEST-NORTHWEST ON HIGHWAY 39
 NU1833'FOR 2.6 KM (1.6 MI) CROSSING OVER A RAILROAD BRIDGE AND AMERICAN
 NU1833'FALLS DAM, TO A CROSSROAD.  TURN LEFT ON LAMB WESTON ROAD AND GO FOR
 NU1833'0.04 KM (0.02 MI) TO A ROAD LEFT.  TURN LEFT ON FISH HATCHERY ROAD
 NU1833'AND GO FOR 0.12 KM (0.07 MI) TO A TRACK ROAD LEFT, JUST BEFORE A
 NU1833'CURVE.  TURN LEFT AND GO WEST ON THE TRACK ROAD FOR 0.11 KM
 NU1833'(0.07 MI) TO THE STATION ON THE LEFT.
 NU1833'THE STATION IS A 1.1 M (3.6 FT) HIGH METAL PILLAR ENCASED INSIDE A
 NU1833'METAL CULVERT WITH ACCESS COVER THAT IS REMOVED COMPLETELY (NO KEY
 NU1833'WAS NEEDED).  THE INSIDE PILLAR HAS A PERMANENT SURVEY PLATE ATTACHED
 NU1833'TO A 30 CM PLATE ON TOP OF PILLAR.  IT HAS A 16 MM ROUND HOLE WITH
 NU1833'CENTER PUNCH IN BOTTOM OF PLUG HOLE.  LOCATED ABOUT 6 M (19.7 FT)
 NU1833'NORTH OF THE CENTER OF THE TRACK ROAD AND 5 M (16.4 FT) ABOVE THE
 NU1833'HIGHWAY.
 NU1833'NOTE--AN 8 FOOT (2.4 MT) TRIPOD IS REQUIRED FOR THIS STATION OR A
 NU1833'METAL PLUG THAT FITS INTO THE 16 MM HOLE CAN BE OBTAINED FROM MR
 NU1833'KEITH BROOK, BUREAU OF RECLAMATION, BURLY ID, PHONE 208-678-0461 OR
 NU1833'STATE ADVISOR B.E. KELLY, PHONE 208-334-8476.  THIS PLUG ALLOWS YOU
 NU1833'TO MOUNT A TRIBRACH DIRECTLY TO THE METAL SURVEY PLATE ATTACHED TO
 NU1833'THE TOP OF THE PILLAR.
 NU1833
 NU1833                          STATION RECOVERY (2005)
 NU1833
 NU1833'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2005 (KCB)
 NU1833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1834 ***********************************************************************
 NU1834  DESIGNATION -  FALLS AZ MK
 NU1834  PID         -  NU1834
 NU1834  STATE/COUNTY-  ID/POWER
 NU1834  USGS QUAD   -  AMERICAN FALLS (1971)
 NU1834
 NU1834                         *CURRENT SURVEY CONTROL
 NU1834  ___________________________________________________________________
 NU1834* NAD 83(1999)-  42 46 54.91826(N)    112 51 46.44183(W)     ADJUSTED  
 NU1834* NAVD 88     -      1333.     (meters)    4373.     (feet)  GPS OBS   
 NU1834  ___________________________________________________________________
 NU1834  X           -  -1,821,964.400 (meters)                     COMP
 NU1834  Y           -  -4,320,997.066 (meters)                     COMP
 NU1834  Z           -   4,310,648.487 (meters)                     COMP
 NU1834  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 NU1834  ELLIP HEIGHT-        1319.52  (meters)          (04/16/01) GPS OBS
 NU1834  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NU1834
 NU1834  HORZ ORDER  -  FIRST
 NU1834  ELLP ORDER  -  FOURTH    CLASS II
 NU1834
 NU1834.The horizontal coordinates were established by GPS observations
 NU1834.and adjusted by the National Geodetic Survey in April 2001..
 NU1834.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NU1834.DATUM ITEM on the data sheet items page.
 NU1834
 NU1834.The orthometric height was determined by GPS observations and a
 NU1834.high-resolution geoid model.
 NU1834.No vertical observational check was made to the station.
 NU1834
 NU1834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NU1834
 NU1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1834
 NU1834.The ellipsoidal height was determined by GPS observations
 NU1834.and is referenced to NAD 83.
 NU1834
 NU1834.The geoid height was determined by GEOID03.
 NU1834
 NU1834;                    North         East     Units Scale Factor Converg.
 NU1834;SPC ID E     -   124,108.489   143,030.943   MT  0.99998728   -0 28 22.4
 NU1834;UTM  12      - 4,738,280.902   347,620.033   MT  0.99988567   -1 15 56.0
 NU1834
 NU1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1834!SPC ID E     -   0.99979311  x   0.99998728  =   0.99978039
 NU1834!UTM  12      -   0.99979311  x   0.99988567  =   0.99967880
 NU1834
 NU1834                          SUPERSEDED SURVEY CONTROL
 NU1834
 NU1834  NAD 83(1992)-  42 46 54.90960(N)    112 51 46.42758(W) AD(       ) 1
 NU1834  NAD 83(1992)-  42 46 54.91737(N)    112 51 46.44017(W) AD(       ) 1
 NU1834  ELLIP H (05/15/92) 1319.60   (m)                       GP(       ) 4 2
 NU1834  NAD 27      -  42 46 55.22814(N)    112 51 43.45117(W) AD(       ) 1
 NU1834  NGVD 29 (06/11/92) 1332.0    (m)         4370.     (f) GPS OBS        
 NU1834
 NU1834.Superseded values are not recommended for survey control.
 NU1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1834.See file dsdata.txt to determine how the superseded data were derived.
 NU1834
 NU1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4762038281(NAD 83)
 NU1834_MARKER: DD = SURVEY DISK
 NU1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1834_SP_SET: CONCRETE POST
 NU1834_STAMPING: FALLS AZ MK 1991
 NU1834_MARK LOGO: BOR   
 NU1834_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1834+STABILITY: SURFACE MOTION
 NU1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1834+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1991
 NU1834
 NU1834  HISTORY     - Date     Condition        Report By
 NU1834  HISTORY     - 1991     MONUMENTED       BOR
 NU1834  HISTORY     - 19911018 GOOD             NGS
 NU1834
 NU1834                          STATION DESCRIPTION
 NU1834
 NU1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NU1834'THE STATION IS LOCATED ABOUT 10 KM (6.2 MI) SOUTH OF ABERDEEN, 3 KM
 NU1834'(1.9 MI) NORTH OF INTERSTATE HIGHWAY 86, 2 KM (1.2 MI) WEST-NORTHWEST
 NU1834'OF AMERICAN FALLS AND AT THE SOUTHEAST END OF THE DAM AT THE AMERICAN
 NU1834'FALLS RESERVOIR.  OWNERSHIP--BUREAU OF RECLAMATION, CALL KEITH BROOK,
 NU1834'PHONE 208-678-0461.
 NU1834'TO REACH THE STATION FROM THE POST OFFICE, ON THE NORTHWEST SIDE OF
 NU1834'AMERICAN FALLS, GO WEST-NORTHWEST ON STATE HIGHWAY 39 NORTH FOR 0.80
 NU1834'KM (0.50 MI) TO THE STATION ON THE LEFT, ON THE SOUTHBOUND LANES SIDE
 NU1834'OF THE HIGHWAY, JUST BEFORE THE HIGHWAY DIVIDES TO CROSS THE DAM, AT
 NU1834'A GRAVEL ENTRANCE THAT LEADS DOWN TO THE RAILROAD TRACKS.
 NU1834'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NU1834'LOCATED 31 M (101.7 FT) EAST OF A SIGN --DO NOT ENTER--, 9 M
 NU1834'(29.5 FT) WEST OF THE CENTER OF THE GRAVEL ENTRANCE ROAD AND 3.3 M
 NU1834'(10.8 FT) EAST OF THE SOUTH EDGE OF A CONCRETE SIDEWALK.
 NU1834'NOTE--POINT OCCUPIED IS A CHISELED TRIANGLE WITH CENTER PUNCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0659 ***********************************************************************
 OX0659  DESIGNATION -  FARNES
 OX0659  PID         -  OX0659
 OX0659  STATE/COUNTY-  ID/MADISON
 OX0659  USGS QUAD   -  TEMPLE PEAK (1979)
 OX0659
 OX0659                         *CURRENT SURVEY CONTROL
 OX0659  ___________________________________________________________________
 OX0659* NAD 83(1992)-  43 40 06.83372(N)    111 29 53.85110(W)     ADJUSTED  
 OX0659* NAVD 88     -      2255.4    (meters)    7400.     (feet)  VERTCON   
 OX0659  ___________________________________________________________________
 OX0659  LAPLACE CORR-           8.70  (seconds)                    DEFLEC99
 OX0659  GEOID HEIGHT-         -10.36  (meters)                     GEOID03
 OX0659
 OX0659  HORZ ORDER  -  THIRD
 OX0659
 OX0659.The horizontal coordinates were established by classical geodetic methods
 OX0659.and adjusted by the National Geodetic Survey in July 1992..
 OX0659
 OX0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0659
 OX0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0659
 OX0659.The geoid height was determined by GEOID03.
 OX0659
 OX0659;                    North         East     Units Scale Factor Converg.
 OX0659;SPC ID E     -   222,588.804   253,902.528   MT  0.99998309   +0 27 41.5
 OX0659;UTM  12      - 4,835,182.767   459,828.142   MT  0.99961985   -0 20 38.6
 OX0659
 OX0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0659!SPC ID E     -   0.99964807  x   0.99998309  =   0.99963117
 OX0659!UTM  12      -   0.99964807  x   0.99961985  =   0.99926805
 OX0659
 OX0659:                Primary Azimuth Mark                     Grid Az
 OX0659:SPC ID E     -  TWIN                                     155 54 45.3
 OX0659:UTM  12      -  TWIN                                     156 43 05.4
 OX0659
 OX0659|---------------------------------------------------------------------|
 OX0659| PID    Reference Object                     Distance      Geod. Az  |
 OX0659|                                                           dddmmss.s |
 OX0659| OX0658 TWIN                                APPROX. 4.4 KM 1562226.8 |
 OX0659|---------------------------------------------------------------------|
 OX0659
 OX0659                          SUPERSEDED SURVEY CONTROL
 OX0659
 OX0659  NAD 83(1986)-  43 40 06.82564(N)    111 29 53.83601(W) AD(       ) 3
 OX0659  NAD 27      -  43 40 07.13863(N)    111 29 50.99526(W) AD(       ) 3
 OX0659  NGVD 29 (07/19/86) 2254.2    (m)         7396.     (f) VERT ANG       
 OX0659
 OX0659.Superseded values are not recommended for survey control.
 OX0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0659.See file dsdata.txt to determine how the superseded data were derived.
 OX0659
 OX0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP5982835183(NAD 83)
 OX0659_MARKER: DD = SURVEY DISK
 OX0659_SETTING: 66 = SET IN ROCK OUTCROP
 OX0659_SP_SET: SET IN ROCK OUTCROP
 OX0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0659+STABILITY: POSITION/ELEVATION WELL
 OX0659
 OX0659  HISTORY     - Date     Condition        Report By
 OX0659  HISTORY     - 1941     MONUMENTED       USGS
 OX0659
 OX0659                          STATION DESCRIPTION
 OX0659
 OX0659'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 OX0659'LOCATED 9.0 MI. E. AND 2.5 MI. N. OF HEISE HOT SPRINGS, ON TOP OF
 OX0659'FARNES MOUNTAIN.
 OX0659'
 OX0659'TO REACH STATION FROM HEISE HOT SPRINGS RESORT, DRIVE 2.5 MI.
 OX0659'EASTERLY ALONG E. SIDE OF VALLEY TO RD. FORK, TURN E. AND DRIVE 3.4
 OX0659'MI. TO SIGN --SNAKE RIVER--, KEEP TO LEFT AND DRIVE 1.8 MI. TO SIGN
 OX0659'--REXBURG--, KEEP TO RIGHT AND DRIVE 0.9 MI. TO HAWLEY RANGER
 OX0659'STATION, CONTINUE 5.4 MI. THROUGH KILN CANYON TO A POINT 0.45 MI.
 OX0659'PAST SIGN --HINKLEY CREEK-HELLHOLE TRAIL 1 MILE--, STATION IS N. OF
 OX0659'RD., A 40-MINUTE PACK UP DRAW TO SUMMIT.
 OX0659'
 OX0659'STATION MARK--STANDARD TABLET STAMPED ---FARNES 1941--- CEMENTED
 OX0659'IN ROCK OUTCROP.
 OX0659'
 OX0659'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OX0659'---FARNES NO. 1 1941--- CEMENTED IN LARGE OUTCROP.  96.75 FT. FROM
 OX0659'STATION MARK, N 67 DEG 26 MIN E.
 OX0659'
 OX0659'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN ROCK
 OX0659'OUTCROP, 13.29 FT. FROM STATION MARK, N 30 DEG W.
 OX0659'(NOT FOUND IN 1966)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0939 ***********************************************************************
 TO0939  DESIGNATION -  FARNHAM PK
 TO0939  PID         -  TO0939
 TO0939  STATE/COUNTY-  ID/BOUNDARY
 TO0939  USGS QUAD   -  FARNHAM PEAK (1996)
 TO0939
 TO0939                         *CURRENT SURVEY CONTROL
 TO0939  ___________________________________________________________________
 TO0939* NAD 83(1992)-  48 50 45.75498(N)    116 29 36.86951(W)     ADJUSTED  
 TO0939* NAVD 88     -      2125.5    (meters)    6973.     (feet)  VERTCON   
 TO0939  ___________________________________________________________________
 TO0939  LAPLACE CORR-         -13.18  (seconds)                    DEFLEC99
 TO0939  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 TO0939
 TO0939  HORZ ORDER  -  THIRD
 TO0939
 TO0939.The horizontal coordinates were established by classical geodetic methods
 TO0939.and adjusted by the National Geodetic Survey in July 1992..
 TO0939
 TO0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0939
 TO0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0939
 TO0939.The geoid height was determined by GEOID03.
 TO0939
 TO0939;                    North         East     Units Scale Factor Converg.
 TO0939;SPC ID W     -   798,106.263   745,427.637   MT  0.99996991   -0 33 35.6
 TO0939;UTM  11      - 5,410,464.985   537,155.181   MT  0.99961696   +0 22 52.7
 TO0939
 TO0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0939!SPC ID W     -   0.99966951  x   0.99996991  =   0.99963943
 TO0939!UTM  11      -   0.99966951  x   0.99961696  =   0.99928660
 TO0939
 TO0939:                Primary Azimuth Mark                     Grid Az
 TO0939:SPC ID W     -  BURTON PK                                182 36 38.7
 TO0939:UTM  11      -  BURTON PK                                181 40 10.4
 TO0939
 TO0939|---------------------------------------------------------------------|
 TO0939| PID    Reference Object                     Distance      Geod. Az  |
 TO0939|                                                           dddmmss.s |
 TO0939| TO0940 BURTON PK                           APPROX.10.2 KM 1820303.1 |
 TO0939|---------------------------------------------------------------------|
 TO0939
 TO0939                          SUPERSEDED SURVEY CONTROL
 TO0939
 TO0939  NAD 83(1986)-  48 50 45.76801(N)    116 29 36.86794(W) AD(       ) 3
 TO0939  NAD 27      -  48 50 45.98980(N)    116 29 33.09934(W) AD(       ) 3
 TO0939  NGVD 29 (07/19/86) 2124.2    (m)         6969.     (f) VERT ANG       
 TO0939
 TO0939.Superseded values are not recommended for survey control.
 TO0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0939.See file dsdata.txt to determine how the superseded data were derived.
 TO0939
 TO0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ3715510465(NAD 83)
 TO0939_MARKER: DD = SURVEY DISK
 TO0939_SETTING: 66 = SET IN ROCK OUTCROP
 TO0939_SP_SET: SET IN ROCK OUTCROP
 TO0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0939+STABILITY: POSITION/ELEVATION WELL
 TO0939
 TO0939  HISTORY     - Date     Condition        Report By
 TO0939  HISTORY     - 1964     MONUMENTED       USGS
 TO0939
 TO0939                          STATION DESCRIPTION
 TO0939
 TO0939'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TO0939'LOCATED 13.5 MI. (AIRLINE) NW. OF BONNERS FERRY, 10.5 MI. S. OF
 TO0939'PORTHILL, 6 MI. SW. OF COPELAND, ON THE S. EDGE OF SECTION 32, T 36 N,
 TO0939'R 1 W, ON THE HIGHEST POINT OF FARNHAM RIDGE, ON THE PEAK LOCALLY
 TO0939'KNOWN AS FARNHAM PEAK.
 TO0939'
 TO0939'REACHED BY HELICOPTER.
 TO0939'
 TO0939'TO REACH FROM THE POST OFFICE AT BONNERS FERRY, PROCEED N. 0.1 MI. TO
 TO0939'RD. ON LEVEE, THEN W. 3.8 MI. TO RD. FORK, TAKE LEFT FORK 1.4 MI. TO
 TO0939'RD. INTERSECTION AND THE BONNERS FERRY TO PORTHILL RD., TURN RIGHT
 TO0939'(N.) ALONG BONNERS FERRY - PORTHILL RD. 10.1 MI. TO TROUT CREEK RD.,
 TO0939'GO W. ON TROUT CREEK RD. 4.8 MI. TO SHARP SWITCHBACK AND FARNHAM RIDGE
 TO0939'RD., PROCEED UP FARNHAM RIDGE RD. FOR 1.9 MI. AND END OF TRUCK TRAVEL.
 TO0939'PACK UPHILL IN A NORTHERLY DIRECTION TO TOP OF RIDGE, TURN W. ALONG
 TO0939'RIDGE TO TOP AND STATION.  ABOUT A 2 HOUR PACK.
 TO0939'
 TO0939'STATION MARK--STANDARD TABLET STAMPED---FARNHAM PK 1964---, SET IN
 TO0939'SOLID ROCK OUTCROP, ABOUT 25 FT. SE. OF THE MAIN TOP.
 TO0939'
 TO0939'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED---NO 1 1964---, SET
 TO0939'IN A SOLID ROCK OUTCROP, 43.73 FT. FROM STATION MARK,
 TO0939'S 65 DEG 13 MIN W.
 TO0939'
 TO0939'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED---NO 2 1964---, SET
 TO0939'IN SOLID ROCK OUTCROP, 22.65 FT. FROM STATION MARK,
 TO0939'S 32 DEG 48 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1563 ***********************************************************************
 SV1563  DESIGNATION -  FARRAGUT CONCRETE WT
 SV1563  PID         -  SV1563
 SV1563  STATE/COUNTY-  ID/KOOTENAI
 SV1563  USGS QUAD   -  BAYVIEW (1996)
 SV1563
 SV1563                         *CURRENT SURVEY CONTROL
 SV1563  ___________________________________________________________________
 SV1563* NAD 83(1992)-  47 57 35.30635(N)    116 36 04.57350(W)     ADJUSTED  
 SV1563* NAVD 88     -       742.1    (meters)    2435.     (feet)  VERTCON   
 SV1563  ___________________________________________________________________
 SV1563  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 SV1563  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 SV1563
 SV1563  HORZ ORDER  -  THIRD
 SV1563
 SV1563.The horizontal coordinates were established by classical geodetic methods
 SV1563.and adjusted by the National Geodetic Survey in July 1992..
 SV1563
 SV1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1563
 SV1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1563
 SV1563.The geoid height was determined by GEOID03.
 SV1563
 SV1563;                    North         East     Units Scale Factor Converg.
 SV1563;SPC ID W     -   699,649.164   736,428.793   MT  0.99998297   -0 37 56.1
 SV1563;UTM  11      - 5,311,909.913   529,766.505   MT  0.99961089   +0 17 46.1
 SV1563
 SV1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1563!SPC ID W     -   0.99988641  x   0.99998297  =   0.99986939
 SV1563!UTM  11      -   0.99988641  x   0.99961089  =   0.99949735
 SV1563
 SV1563                          SUPERSEDED SURVEY CONTROL
 SV1563
 SV1563  NAD 83(1986)-  47 57 35.31101(N)    116 36 04.56666(W) AD(       ) 3
 SV1563  NAD 27      -  47 57 35.63602(N)    116 36 00.85938(W) AD(       ) 3
 SV1563  NGVD 29 (07/19/86)  740.9    (m)         2431.     (f) VERT ANG       
 SV1563
 SV1563.Superseded values are not recommended for survey control.
 SV1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1563.See file dsdata.txt to determine how the superseded data were derived.
 SV1563
 SV1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP2976711910(NAD 83)
 SV1563_MARKER: 54 = WATER TOWER
 SV1563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1563+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 SV1563
 SV1563  HISTORY     - Date     Condition        Report By
 SV1563  HISTORY     - 1960     FIRST OBSERVED   USGS
 SV1563  HISTORY     - 20060623 GOOD             USPSQD
 SV1563
 SV1563                          STATION DESCRIPTION
 SV1563
 SV1563'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SV1563'LOCATED IN SEC. 8, T 53 N, R 2 W, ABOUT 1.0 MI. E. AND 0.5 MI. N. OF
 SV1563'THE ENTRANCE TO THE ABANDONED FARRAGUT NAVAL TRAINING STATION.
 SV1563'
 SV1563'STATION MARK--CENTER OF A CONCRETE WATER TOWER, 20 FT. IN DIAMETER
 SV1563'AND 130.6 FT. HIGH.
 SV1563
 SV1563                          STATION RECOVERY (2006)
 SV1563
 SV1563'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 SV1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1562 ***********************************************************************
 SV1562  DESIGNATION -  FARRAGUT EAST WT
 SV1562  PID         -  SV1562
 SV1562  STATE/COUNTY-  ID/KOOTENAI
 SV1562  USGS QUAD   -  BAYVIEW (1996)
 SV1562
 SV1562                         *CURRENT SURVEY CONTROL
 SV1562  ___________________________________________________________________
 SV1562* NAD 83(1992)-  47 58 20.66670(N)    116 33 18.70785(W)     ADJUSTED  
 SV1562* NAVD 88     -       705.     (meters)    2313.     (feet)  SCALED    
 SV1562  ___________________________________________________________________
 SV1562  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 SV1562  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 SV1562
 SV1562  HORZ ORDER  -  THIRD
 SV1562
 SV1562.The horizontal coordinates were established by classical geodetic methods
 SV1562.and adjusted by the National Geodetic Survey in July 1992..
 SV1562
 SV1562.The orthometric height was scaled from a topographic map.
 SV1562
 SV1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1562
 SV1562.The geoid height was determined by GEOID03.
 SV1562
 SV1562;                    North         East     Units Scale Factor Converg.
 SV1562;SPC ID W     -   701,013.117   739,884.093   MT  0.99997772   -0 35 53.3
 SV1562;UTM  11      - 5,313,329.154   533,197.987   MT  0.99961354   +0 19 49.5
 SV1562
 SV1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1562!SPC ID W     -   0.99989219  x   0.99997772  =   0.99986991
 SV1562!UTM  11      -   0.99989219  x   0.99961354  =   0.99950577
 SV1562
 SV1562                          SUPERSEDED SURVEY CONTROL
 SV1562
 SV1562  NAD 83(1986)-  47 58 20.67183(N)    116 33 18.70040(W) AD(       ) 3
 SV1562  NAD 27      -  47 58 20.98354(N)    116 33 15.01163(W) AD(       ) 3
 SV1562
 SV1562.Superseded values are not recommended for survey control.
 SV1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1562.See file dsdata.txt to determine how the superseded data were derived.
 SV1562
 SV1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3319813329(NAD 83)
 SV1562_MARKER: 54 = WATER TOWER
 SV1562
 SV1562  HISTORY     - Date     Condition        Report By
 SV1562  HISTORY     - 1960     FIRST OBSERVED   USGS
 SV1562
 SV1562                          STATION DESCRIPTION
 SV1562
 SV1562'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SV1562'LOCATED ON THE ABANDONED FARRAGUT NAVAL BASE ON A POINT OF LAND
 SV1562'BETWEEN SQUAW BAY TO THE N. AND IDLEWILDE BAY TO THE S.
 SV1562'
 SV1562'NOTE--THERE ARE TWO IDENTICAL TOWERS ON THE BASE AND THIS ONE IS THE
 SV1562'MOST EASTERN OF THE TWO.  THE W. TOWER HAS ALSO BEEN INTERSECTED AND
 SV1562'IS LABLED --FARRAGUT CONCRETE W.T.---.
 SV1562'
 SV1562'STATION MARK AND SIGNAL--CENTER OF A LARGE CONCRETE WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1543 ***********************************************************************
 SV1543  DESIGNATION -  FARRAGUT STACK
 SV1543  PID         -  SV1543
 SV1543  STATE/COUNTY-  ID/KOOTENAI
 SV1543  USGS QUAD   -  BAYVIEW (1996)
 SV1543
 SV1543                         *CURRENT SURVEY CONTROL
 SV1543  ___________________________________________________________________
 SV1543* NAD 83(1992)-  47 57 25.47725(N)    116 36 08.35929(W)     ADJUSTED  
 SV1543* NAVD 88     -                                                        
 SV1543  ___________________________________________________________________
 SV1543  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 SV1543  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 SV1543
 SV1543  HORZ ORDER  -  THIRD
 SV1543
 SV1543.The horizontal coordinates were established by classical geodetic methods
 SV1543.and adjusted by the National Geodetic Survey in July 1992..
 SV1543
 SV1543
 SV1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1543
 SV1543.The geoid height was determined by GEOID03.
 SV1543
 SV1543;                    North         East     Units Scale Factor Converg.
 SV1543;SPC ID W     -   699,346.474   736,346.907   MT  0.99998310   -0 37 58.8
 SV1543;UTM  11      - 5,311,606.049   529,689.563   MT  0.99961083   +0 17 43.2
 SV1543
 SV1543                          SUPERSEDED SURVEY CONTROL
 SV1543
 SV1543  NAD 83(1986)-  47 57 25.48331(N)    116 36 08.34982(W) AD(       ) 4
 SV1543  NAD 27      -  47 57 25.83480(N)    116 36 04.72080(W) AD(       ) 3
 SV1543
 SV1543.Superseded values are not recommended for survey control.
 SV1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1543.See file dsdata.txt to determine how the superseded data were derived.
 SV1543
 SV1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP2969011606(NAD 83)
 SV1543
 SV1543  HISTORY     - Date     Condition        Report By
 SV1543  HISTORY     - 1948     MONUMENTED       CGS
 SV1543  HISTORY     - 20060623 POOR             USPSQD
 SV1543
 SV1543                          STATION DESCRIPTION
 SV1543
 SV1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 SV1543'THE STATION IS IN THE VILLAGE OF FARRAGUT ON SITE OF OLD NAVAL
 SV1543'TRAINING STATION IN WAREHOUSE AREA IMMEDIATELY NORTH OF FARRAGUT
 SV1543'FLYING FIELD AND SOUTH OF RAILWAY SPUR.  THE STACK IS OF RED
 SV1543'BRICK AND IS THE ONLY LARGE ONE IN THE VICINITY.
 SV1543
 SV1543                          STATION RECOVERY (2006)
 SV1543
 SV1543'RECOVERY NOTE BY US POWER SQUADRON 2006 (LMS)
 SV1543'WE HAVE PHOTOS OF THE DESTROYED MARKERS. PLEASE ADVISE HOW TO SUBMIT
 SV1543'PHOTOS. THANKS, JOHN ISAKSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1533 ***********************************************************************
 SV1533  DESIGNATION -  FARRAGUT STANDPIPE
 SV1533  PID         -  SV1533
 SV1533  STATE/COUNTY-  ID/KOOTENAI
 SV1533  USGS QUAD   -  BAYVIEW (1996)
 SV1533
 SV1533                         *CURRENT SURVEY CONTROL
 SV1533  ___________________________________________________________________
 SV1533* NAD 83(1992)-  47 57 35.29347(N)    116 36 04.67176(W)     ADJUSTED  
 SV1533* NAVD 88     -                                                        
 SV1533  ___________________________________________________________________
 SV1533  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 SV1533  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 SV1533
 SV1533  HORZ ORDER  -  THIRD
 SV1533
 SV1533.The horizontal coordinates were established by classical geodetic methods
 SV1533.and adjusted by the National Geodetic Survey in July 1992..
 SV1533
 SV1533
 SV1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1533
 SV1533.The geoid height was determined by GEOID03.
 SV1533
 SV1533;                    North         East     Units Scale Factor Converg.
 SV1533;SPC ID W     -   699,648.789   736,426.750   MT  0.99998298   -0 37 56.1
 SV1533;UTM  11      - 5,311,909.505   529,764.470   MT  0.99961089   +0 17 46.0
 SV1533
 SV1533                          SUPERSEDED SURVEY CONTROL
 SV1533
 SV1533  NAD 83(1986)-  47 57 35.29949(N)    116 36 04.66243(W) AD(       ) 4
 SV1533  NAD 27      -  47 57 35.65340(N)    116 36 01.01050(W) AD(       ) 3
 SV1533
 SV1533.Superseded values are not recommended for survey control.
 SV1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1533.See file dsdata.txt to determine how the superseded data were derived.
 SV1533
 SV1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP2976411910(NAD 83)
 SV1533
 SV1533  HISTORY     - Date     Condition        Report By
 SV1533  HISTORY     - 1948     MONUMENTED       CGS
 SV1533
 SV1533                          STATION DESCRIPTION
 SV1533
 SV1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 SV1533'THE STATION IS IN THE VILLAGE OF FARRAGUT ON SITE OF OLD
 SV1533'NAVAL TRAINING STATION IN WAREHOUSE AREA NORTH OF FARRAGUT
 SV1533'FLYING FIELD AND NORTH OF RAILWAY SPUR.  THE STANDPIPE IS OF
 SV1533'UNPAINTED CONCRETE AND IS THE ONLY ONE IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1471 ***********************************************************************
 SV1471  DESIGNATION -  FASET
 SV1471  PID         -  SV1471
 SV1471  STATE/COUNTY-  ID/BONNER
 SV1471  USGS QUAD   -  FASET PEAK (1996)
 SV1471
 SV1471                         *CURRENT SURVEY CONTROL
 SV1471  ___________________________________________________________________
 SV1471* NAD 83(1992)-  47 56 23.55600(N)    116 20 23.47218(W)     ADJUSTED  
 SV1471* NAVD 88     -      1599.8    (meters)    5249.     (feet)  VERTCON   
 SV1471  ___________________________________________________________________
 SV1471  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 SV1471  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 SV1471
 SV1471  HORZ ORDER  -  THIRD
 SV1471
 SV1471.The horizontal coordinates were established by classical geodetic methods
 SV1471.and adjusted by the National Geodetic Survey in July 1992..
 SV1471
 SV1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1471
 SV1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1471
 SV1471.The geoid height was determined by GEOID03.
 SV1471
 SV1471;                    North         East     Units Scale Factor Converg.
 SV1471;SPC ID W     -   697,250.902   755,933.879   MT  0.99995719   -0 26 16.6
 SV1471;UTM  11      - 5,309,828.671   549,301.049   MT  0.99962987   +0 29 24.5
 SV1471
 SV1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1471!SPC ID W     -   0.99975196  x   0.99995719  =   0.99970916
 SV1471!UTM  11      -   0.99975196  x   0.99962987  =   0.99938192
 SV1471
 SV1471:                Primary Azimuth Mark                     Grid Az
 SV1471:SPC ID W     -  HAMILTON                                 181 37 18.6
 SV1471:UTM  11      -  HAMILTON                                 180 41 37.5
 SV1471
 SV1471|---------------------------------------------------------------------|
 SV1471| PID    Reference Object                     Distance      Geod. Az  |
 SV1471|                                                           dddmmss.s |
 SV1471| SV1466 HAMILTON                            APPROX. 7.1 KM 1811102.0 |
 SV1471|---------------------------------------------------------------------|
 SV1471
 SV1471                          SUPERSEDED SURVEY CONTROL
 SV1471
 SV1471  NAD 83(1986)-  47 56 23.56101(N)    116 20 23.46353(W) AD(       ) 3
 SV1471  NAD 27      -  47 56 23.87229(N)    116 20 19.79407(W) AD(       ) 3
 SV1471  NGVD 29 (07/19/86) 1598.5    (m)         5244.     (f) VERT ANG       
 SV1471
 SV1471.Superseded values are not recommended for survey control.
 SV1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1471.See file dsdata.txt to determine how the superseded data were derived.
 SV1471
 SV1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP4930109829(NAD 83)
 SV1471_MARKER: DD = SURVEY DISK
 SV1471_SETTING: 0 = UNSPECIFIED SETTING
 SV1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1471
 SV1471  HISTORY     - Date     Condition        Report By
 SV1471  HISTORY     - 1960     MONUMENTED       USGS
 SV1471
 SV1471                          STATION DESCRIPTION
 SV1471
 SV1471'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SV1471'LOCATED ABOUT 16 MI. (AIRLINE) SSW. OF CLARK FORK, ABOUT 7.7 MI. NW.
 SV1471'OF MAGEE RANGER STATION, 5.5 MI. ESE. OF LAKEVIEW, IN THE NW. 1/4 OF
 SV1471'THE SE. 1/4 OF SECTION 16, T 53 N, R 1 E, ON THE HIGHEST POINT OF
 SV1471'FASET PEAK.
 SV1471'
 SV1471'TO REACH FROM THE BAYVIEW-ATHOL JUNCTION IN ATHOL, DRIVE E. TOWARDS
 SV1471'BAYVIEW FOR 4.05 MI. TO A RD. INTERSECTION, TURN RIGHT (S.) FOR 2 MI.
 SV1471'TO A RD. INTERSECTION, TURN LEFT (E.) FOR 1.65 MI. TO A RD. JUNCTION,
 SV1471'TAKE RIGHT FORK FOR 4.35 MI. TO A RD. JUNCTION, TAKE RIGHT FORK FOR
 SV1471'1.95 MI. TO A Y-RD., TAKE LEFT FORK FOR 2 MI. TO A Y-RD., TAKE RIGHT
 SV1471'FORK FOR 2.3 MI. TO A Y-RD., TAKE RIGHT FORK 1.1 MI. TO A Y-RD., TAKE
 SV1471'LEFT FORK FOR 3.3 MI. TO A T-RD., CONTINUE STRAIGHT AHEAD ON RIDGE RD.
 SV1471'FOR 3.4 MI. TO A Y-RD., TAKE RIGHT FORK FOR 1.5 MI. TO HIGHEST POINT
 SV1471'AND STATION.
 SV1471'
 SV1471'STATION MARK--A STANDARD TABLET STAMPED---1960 FASET---, CEMENTED
 SV1471'INTO A SQUARE TILE BURIED IN GROUND UNDER CENTER OF THE NEW USFS
 SV1471'LOOKOUT TOWER.
 SV1471'
 SV1471'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED---NO 1 1960---, SET
 SV1471'IN THE NE. CONCRETE PIER OF THE OLD RAZED LOOKOUT TOWER, 15.62 FT.
 SV1471'FROM THE STATION MARK, S 58 DEG 29 MIN W.
 SV1471'
 SV1471'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED---NO 2 1960---, SET
 SV1471'IN THE SE. CONCRETE PIER OF THE OLD RAZED LOOKOUT TOWER, 14.74 FT.
 SV1471'FROM THE STATION MARK, N 63 DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1468 ***********************************************************************
 SV1468  DESIGNATION -  FASET PEAK LOOKOUT TOWER
 SV1468  PID         -  SV1468
 SV1468  STATE/COUNTY-  ID/BONNER
 SV1468  USGS QUAD   -  FASET PEAK (1996)
 SV1468
 SV1468                         *CURRENT SURVEY CONTROL
 SV1468  ___________________________________________________________________
 SV1468* NAD 83(1992)-  47 56 23.54042(N)    116 20 23.77632(W)     ADJUSTED  
 SV1468* NAVD 88     -                                                        
 SV1468  ___________________________________________________________________
 SV1468  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 SV1468  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 SV1468
 SV1468  HORZ ORDER  -  THIRD
 SV1468
 SV1468.The horizontal coordinates were established by classical geodetic methods
 SV1468.and adjusted by the National Geodetic Survey in July 1992..
 SV1468
 SV1468
 SV1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1468
 SV1468.The geoid height was determined by GEOID03.
 SV1468
 SV1468;                    North         East     Units Scale Factor Converg.
 SV1468;SPC ID W     -   697,250.469   755,927.563   MT  0.99995719   -0 26 16.8
 SV1468;UTM  11      - 5,309,828.136   549,294.744   MT  0.99962986   +0 29 24.2
 SV1468
 SV1468                          SUPERSEDED SURVEY CONTROL
 SV1468
 SV1468  NAD 83(1986)-  47 56 23.54630(N)    116 20 23.76805(W) AD(       ) 4
 SV1468  NAD 27      -  47 56 23.85266(N)    116 20 20.09017(W) AD(       ) 3
 SV1468
 SV1468.Superseded values are not recommended for survey control.
 SV1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1468.See file dsdata.txt to determine how the superseded data were derived.
 SV1468
 SV1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP4929509828(NAD 83)
 SV1468
 SV1468  HISTORY     - Date     Condition        Report By
 SV1468  HISTORY     - 1940     MONUMENTED       CGS
 SV1468
 SV1468                          STATION DESCRIPTION
 SV1468
 SV1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1468'FASET PEAK FOREST SERVICE LOOKOUT TOWER IS IN THE COEUR D ALENE
 SV1468'NATIONAL FOREST, 6 MILES ESE OF LAKEVIEW, 7-1/2 MILES NNW OF
 SV1468'MAGEE RANGER STATION AND 6-1/2 MILES E OF THE S END OF PEND
 SV1468'OREILLE LAKE.  IT IS ON A TIMBERED E-W RIDGE.  THE TOP OF THE
 SV1468'TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0612 ***********************************************************************
 QZ0612  DESIGNATION -  FAWN
 QZ0612  PID         -  QZ0612
 QZ0612  STATE/COUNTY-  ID/IDAHO
 QZ0612  USGS QUAD   -  WAUGH MTN (1978)
 QZ0612
 QZ0612                         *CURRENT SURVEY CONTROL
 QZ0612  ___________________________________________________________________
 QZ0612* NAD 83(1992)-  45 25 57.66035(N)    114 50 34.85865(W)     ADJUSTED  
 QZ0612* NAVD 88     -      1748.2    (meters)    5736.     (feet)  VERTCON   
 QZ0612  ___________________________________________________________________
 QZ0612  LAPLACE CORR-          14.74  (seconds)                    DEFLEC99
 QZ0612  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 QZ0612
 QZ0612  HORZ ORDER  -  SECOND
 QZ0612
 QZ0612.The horizontal coordinates were established by classical geodetic methods
 QZ0612.and adjusted by the National Geodetic Survey in July 1992..
 QZ0612
 QZ0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0612
 QZ0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0612
 QZ0612.The geoid height was determined by GEOID03.
 QZ0612
 QZ0612;                    North         East     Units Scale Factor Converg.
 QZ0612;SPC ID W     -   418,789.851   870,967.743   MT  0.99999523   +0 38 46.3
 QZ0612;SPC ID C     -   418,741.268   434,036.514   MT  1.00000085   -0 36 02.2
 QZ0612;UTM  11      - 5,033,280.949   668,718.386   MT  0.99995000   +1 32 13.4
 QZ0612
 QZ0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0612!SPC ID W     -   0.99972821  x   0.99999523  =   0.99972344
 QZ0612!SPC ID C     -   0.99972821  x   1.00000085  =   0.99972906
 QZ0612!UTM  11      -   0.99972821  x   0.99995000  =   0.99967822
 QZ0612
 QZ0612|---------------------------------------------------------------------|
 QZ0612| PID    Reference Object                     Distance      Geod. Az  |
 QZ0612|                                                           dddmmss.s |
 QZ0612| CH7329 FAWN RM 1                             3.706 METERS 03423     |
 QZ0612| QZ0114 N 316                               APPROX. 2.4 KM 2353040.3 |
 QZ0612| CH7330 FAWN RM 2                             4.929 METERS 34812     |
 QZ0612|---------------------------------------------------------------------|
 QZ0612
 QZ0612                          SUPERSEDED SURVEY CONTROL
 QZ0612
 QZ0612  NAD 83(1986)-  45 25 57.66223(N)    114 50 34.85172(W) AD(       ) 2
 QZ0612  NAD 27      -  45 25 57.96900(N)    114 50 31.48700(W) AD(       ) 2
 QZ0612  NGVD 29 (07/19/86) 1746.8    (m)         5731.     (f) VERT ANG       
 QZ0612
 QZ0612.Superseded values are not recommended for survey control.
 QZ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0612.See file dsdata.txt to determine how the superseded data were derived.
 QZ0612
 QZ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL6871833281(NAD 83)
 QZ0612_MARKER: Z = SEE DESCRIPTION
 QZ0612_SETTING: 0 = UNSPECIFIED SETTING
 QZ0612
 QZ0612  HISTORY     - Date     Condition        Report By
 QZ0612  HISTORY     - 1945     MONUMENTED       CGS
 QZ0612
 QZ0612                          STATION DESCRIPTION
 QZ0612
 QZ0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0612'LOCATED ABOUT 1-1/2 MILES AIRLINE NE OF LANTZ BAR, ON THE N
 QZ0612'SIDE OF THE SALMON RIVER.  IT IS ON A HIGH BARE BENCH ON FAWN
 QZ0612'RIDGE WHICH IS BETWEEN LITTLE SQUAW CREEK AND FAWN CREEK.
 QZ0612'THE STATION IS ABOUT 1/4 MILE SW OF A HIGHER WOODED KNOLL, 12
 QZ0612'FEET SW AND 2 FEET LOWER THAN HIGHEST PART OF THE ROCKY KNOLL.
 QZ0612'THE MARK IS SET FLUSH IN BEDROCK OUTCROP WHICH PROJECTS 10 INCHES.
 QZ0612'
 QZ0612'STATION MARK IS A BRONZE STATION DISK AND IS STAMPED FAWN 1945.
 QZ0612'
 QZ0612'REFERENCE MARK 1 IS NE OF THE STATION AND IS SET IN OUTCROPPING
 QZ0612'BEDROCK ON THE HIGHEST POINT OF THE ROCKY KNOLL.  IT IS A
 QZ0612'BRONZE REFERENCE DISK AND PROJECTS 6 INCHES.
 QZ0612'
 QZ0612'REFERENCE MARK 2 IS N OF THE STATION ON THE NW EDGE OF THE RIDGE
 QZ0612'IN OUTCROPPING BEDROCK WHICH PROJECTS 2 FEET.  IT IS A BRONZE
 QZ0612'REFERENCE DISK.
 QZ0612'
 QZ0612'THE REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 QZ0612'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QZ0612'
 QZ0612'BENCH MARK N 316 IS THE AZIMUTH MARK FOR THIS STATION.  IT IS
 QZ0612'ABOUT 1-1/2 MILES SW OF THE STATION AT LANTZ BAR, 65 FEET SW
 QZ0612'OF THE SW CORNER OF LANTZS HOUSE, AND 50 FEET W OF THE NW
 QZ0612'CORNER OF THE TOOL SHED.  THE MARK IS SET IN THE TOP OF A BOULDER
 QZ0612'WHICH PROJECTS 6 INCHES AND IS STAMPED N 316 1945.
 QZ0612'
 QZ0612'REACHED FROM THE END OF THE ROAD ON SALMON RIVER BY FOLLOWING
 QZ0612'TRAIL ALONG THE N SIDE OF THE SALMON RIVER FOR ABOUT 14 MILES
 QZ0612'TO LANTZ BAR.  AT THE POLE GATE AT THE E ENTRANCE TO LANTZ
 QZ0612'BAR, TAKE TRAIL NE UP STEEP SIDE OF RIDGE, THENCE DROP INTO
 QZ0612'GULCH AND GO N TO BLAZED PINE TREE.  TAKE RIGHT FORK AND
 QZ0612'SWITCHBACK UP E SIDE OF GULCH AND BACK INTO GULCH AND ANOTHER
 QZ0612'BLAZED PINE TREE.  TAKE LEFT FORK AND SWITCHBACK UP W SIDE
 QZ0612'OF GULCH AND BACK INTO GULCH AT SALT LICK AND
 QZ0612'TRIANGULAR-BLAZED PINE TREE.  AT BLAZED PINE TREE TAKE LEFT
 QZ0612'TRAIL SWITCHBACKING UP W SIDE OF GULCH TO FORKS ON TOP OF
 QZ0612'RIDGE.  TAKE RIGHT FORK AROUND E SIDE OF RIDGE TO SADDLE AT
 QZ0612'HEAD OF GULCH.  HERE CONTINUE ON TRAIL NE SWITCHBACKING UP STEEP
 QZ0612'RIDGE TO A REVERSE Y FORKS.  HERE SWITCHBACK ON LEFT FORK AND
 QZ0612'CONTINUE TO TRIANGULAR-BLAZED DEAD PINE TREE AT HEAD OF
 QZ0612'SWITCHBACK.  FROM HERE STATION IS ON HIGHEST BARE PART OF
 QZ0612'RIDGE JUST S OF A HIGHER AND TIMBERED POINT.  ABOUT A
 QZ0612'5-MINUTE BACK-PACK FROM HERE AND ABOUT A 3-HOUR HORSE
 QZ0612'PACK FROM LANTZ BAR.
 QZ0612'
 QZ0612'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0996 ***********************************************************************
 RY0996  DESIGNATION -  FEARY
 RY0996  PID         -  RY0996
 RY0996  STATE/COUNTY-  ID/CLEARWATER
 RY0996  USGS QUAD   -  JOHN LEWIS MMOUNTAIN (1994)
 RY0996
 RY0996                         *CURRENT SURVEY CONTROL
 RY0996  ___________________________________________________________________
 RY0996* NAD 83(1992)-  46 41 17.76513(N)    115 55 05.52812(W)     ADJUSTED  
 RY0996* NAVD 88     -      1112.9    (meters)    3651.     (feet)  VERTCON   
 RY0996  ___________________________________________________________________
 RY0996  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 RY0996  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 RY0996
 RY0996  HORZ ORDER  -  SECOND
 RY0996
 RY0996.The horizontal coordinates were established by classical geodetic methods
 RY0996.and adjusted by the National Geodetic Survey in July 1992..
 RY0996
 RY0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0996
 RY0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0996
 RY0996.The geoid height was determined by GEOID03.
 RY0996
 RY0996;                    North         East     Units Scale Factor Converg.
 RY0996;SPC ID W     -   557,955.471   787,133.853   MT  0.99993537   -0 07 20.6
 RY0996;UTM  11      - 5,171,091.681   582,721.139   MT  0.99968411   +0 47 13.9
 RY0996
 RY0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0996!SPC ID W     -   0.99982819  x   0.99993537  =   0.99976357
 RY0996!UTM  11      -   0.99982819  x   0.99968411  =   0.99951235
 RY0996
 RY0996|---------------------------------------------------------------------|
 RY0996| PID    Reference Object                     Distance      Geod. Az  |
 RY0996|                                                           dddmmss.s |
 RY0996| CH7331 FEARY RM 1                            9.485 METERS 03903     |
 RY0996| CH7334 FEARY SUB PT B                                     10410     |
 RY0996| RY0989 BALD RESET                          APPROX.12.6 KM 1732326.0 |
 RY0996| CH7333 FEARY SUB PT A                                     19403     |
 RY0996| CH7332 FEARY RM 2                            7.057 METERS 26856     |
 RY0996|---------------------------------------------------------------------|
 RY0996
 RY0996                          SUPERSEDED SURVEY CONTROL
 RY0996
 RY0996  NAD 83(1986)-  46 41 17.77002(N)    115 55 05.52564(W) AD(       ) 2
 RY0996  NAD 27      -  46 41 18.10350(N)    115 55 01.99140(W) AD(       ) 2
 RY0996  NGVD 29 (07/19/86) 1111.8    (m)         3648.     (f) VERT ANG       
 RY0996
 RY0996.Superseded values are not recommended for survey control.
 RY0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0996.See file dsdata.txt to determine how the superseded data were derived.
 RY0996
 RY0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM8272171092(NAD 83)
 RY0996_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RY0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0996
 RY0996  HISTORY     - Date     Condition        Report By
 RY0996  HISTORY     - 1959     MONUMENTED       CGS
 RY0996
 RY0996                          STATION DESCRIPTION
 RY0996
 RY0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0996'THE STATION IS ON A LOW, WOODED AREA ABOUT 6 MILES WEST AND
 RY0996'14-1/2 MILES NORTH OF PIERCE, 5 MILES WEST AND 4 MILES NORTH
 RY0996'OF HEADQUARTERS, 1-1/4 MILES EAST-SOUTHEAST OF THE JOHN LEWIS
 RY0996'LOOKOUT TOWER AND 3-3/4 MILES EAST OF THE NORTH FORK OF THE
 RY0996'CLEARWATER RIVER, IN T 39 N, R 4 E.
 RY0996'
 RY0996'TO REACH THE STATION FROM THE POST OFFICE IN PIERCE, GO
 RY0996'NORTHERLY ON STATE HIGHWAY 11 FOR 6.0 MILES TO A CROSSROADS JUST
 RY0996'AFTER CROSSING A SMALL WOOD BRIDGE, TURN LEFT AND GO 4.8 MILES
 RY0996'TO A FORK, TAKE THE RIGHT ROAD AND GO 0.45 MILE TO A SIDE
 RY0996'ROAD LEFT, CONTINUE FOR 1.8 MILES TO A STOCKPILE OF GRAVEL ON
 RY0996'THE RIGHT, CONTINUE FOR 2.2 MILES TO A CREEK BRIDGE, CONTINUE
 RY0996'FOR 0.55 MILE TO A FORK, TAKE RIGHT ROAD AND GO 1.4 MILES TO
 RY0996'A FORK, TAKE RIGHT ROAD AND GO 0.8 MILE TO A FORK, TAKE RIGHT
 RY0996'ROAD AND GO 1.8 MILES TO A REVERSE Y-JUNCTION ON THE LEFT
 RY0996'JUST AFTER PASSING BUILDINGS ON LEFT, TURN SHARP LEFT AND GO
 RY0996'1.05 MILES TO A FORK, TAKE RIGHT ROAD AND GO 3.75 MILES TO
 RY0996'A FORK, TAKE LEFT ROAD AND GO 1.15 MILES TO A REVERSE
 RY0996'Y-JUNCTION ON THE RIGHT, TURN SHARP RIGHT, UP HILL, AND GO
 RY0996'0.15 MILE TO A FORK AND THE STATION.
 RY0996'
 RY0996'THE STATION MARKS ARE STANDARD DISKS, STAMPED FEARY 1959.  THE
 RY0996'SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 RY0996'POST PROJECTING 6 INCHES.  IT IS 77 FEET NORTHWEST OF THE CENTER
 RY0996'OF THE FORK, 44 FEET WEST OF THE CENTER OF A TRACK ROAD,
 RY0996'11 FEET EAST OF THE CENTER OF A TRACK ROAD AND 4 FEET
 RY0996'EAST-SOUTHEAST OF A WHITE WITNESS POST.  THE UNDERGROUND DISK
 RY0996'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 RY0996'GROUND SURFACE.
 RY0996'
 RY0996'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FEARY NO 1 1959,
 RY0996'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 RY0996'5 INCHES.  IT IS 57 FEET WEST OF THE CENTER OF A TRACK ROAD,
 RY0996'106 FEET NORTH-NORTHWEST OF THE CENTER OF THE FORK AND 18
 RY0996'FEET EAST OF THE CENTER OF A TRACK ROAD.
 RY0996'
 RY0996'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FEARY NO 2 1959,
 RY0996'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 RY0996'6 INCHES.  IT IS 72 FEET WEST-NORTHWEST OF THE CENTER OF THE
 RY0996'FORK AND 7 FEET WEST OF THE CENTER OF A TRACK ROAD.
 RY0996'
 RY0996'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0648 ***********************************************************************
 OX0648  DESIGNATION -  FELT MIDLAND GRAIN ELEVATOR
 OX0648  PID         -  OX0648
 OX0648  STATE/COUNTY-  ID/TETON
 OX0648  USGS QUAD   -  TETONIA (1965)
 OX0648
 OX0648                         *CURRENT SURVEY CONTROL
 OX0648  ___________________________________________________________________
 OX0648* NAD 83(1992)-  43 52 17.40963(N)    111 10 36.30056(W)     ADJUSTED  
 OX0648* NAVD 88     -      1842.     (meters)    6043.     (feet)  SCALED    
 OX0648  ___________________________________________________________________
 OX0648  LAPLACE CORR-           7.81  (seconds)                    DEFLEC99
 OX0648  GEOID HEIGHT-          -9.96  (meters)                     GEOID03
 OX0648
 OX0648  HORZ ORDER  -  THIRD
 OX0648
 OX0648.The horizontal coordinates were established by classical geodetic methods
 OX0648.and adjusted by the National Geodetic Survey in July 1992..
 OX0648
 OX0648.The orthometric height was scaled from a topographic map.
 OX0648
 OX0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0648
 OX0648.The geoid height was determined by GEOID03.
 OX0648
 OX0648;                    North         East     Units Scale Factor Converg.
 OX0648;SPC ID E     -   245,394.858   279,564.566   MT  1.00002520   +0 41 09.9
 OX0648;UTM  12      - 4,857,616.268   485,798.665   MT  0.99960248   -0 07 21.0
 OX0648
 OX0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0648!SPC ID E     -   0.99971277  x   1.00002520  =   0.99973797
 OX0648!UTM  12      -   0.99971277  x   0.99960248  =   0.99931537
 OX0648
 OX0648:                Primary Azimuth Mark                     Grid Az
 OX0648:SPC ID E     -  LEIGH ET                                 105 39 13.8
 OX0648:UTM  12      -  LEIGH ET                                 106 27 44.7
 OX0648
 OX0648|---------------------------------------------------------------------|
 OX0648| PID    Reference Object                     Distance      Geod. Az  |
 OX0648|                                                           dddmmss.s |
 OX0648| OX0856 LEIGH ET                            APPROX.25.7 KM 1062023.7 |
 OX0648|---------------------------------------------------------------------|
 OX0648
 OX0648                          SUPERSEDED SURVEY CONTROL
 OX0648
 OX0648  NAD 83(1986)-  43 52 17.40312(N)    111 10 36.28284(W) AD(       ) 3
 OX0648  NAD 27      -  43 52 17.69812(N)    111 10 33.47571(W) AD(       ) 3
 OX0648
 OX0648.Superseded values are not recommended for survey control.
 OX0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0648.See file dsdata.txt to determine how the superseded data were derived.
 OX0648
 OX0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP8579957616(NAD 83)
 OX0648
 OX0648  HISTORY     - Date     Condition        Report By
 OX0648  HISTORY     - UNK      MONUMENTED       USGS
 OX0648  HISTORY     - 1941     GOOD             USGS
 OX0648
 OX0648                          STATION DESCRIPTION
 OX0648
 OX0648'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 OX0648'STATION IS THE CENTER OF THE ONLY GRAIN ELEVATOR IN FELT, OWNED BY
 OX0648'THE MIDLAND ELEVATOR COMPANY.
 OX0648'
 OX0648'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0772 ***********************************************************************
 QA0772  DESIGNATION -  FELTHAM
 QA0772  PID         -  QA0772
 QA0772  STATE/COUNTY-  ID/CUSTER
 QA0772  USGS QUAD   -  PINYON PEAK (1963)
 QA0772
 QA0772                         *CURRENT SURVEY CONTROL
 QA0772  ___________________________________________________________________
 QA0772* NAD 83(1992)-  44 30 34.10426(N)    114 58 14.04372(W)     ADJUSTED  
 QA0772* NAVD 88     -      2744.7    (meters)    9005.     (feet)  VERTCON   
 QA0772  ___________________________________________________________________
 QA0772  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 QA0772  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 QA0772
 QA0772  HORZ ORDER  -  THIRD
 QA0772
 QA0772.The horizontal coordinates were established by classical geodetic methods
 QA0772.and adjusted by the National Geodetic Survey in July 1992..
 QA0772
 QA0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0772
 QA0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0772
 QA0772.The geoid height was determined by GEOID03.
 QA0772
 QA0772;                    North         East     Units Scale Factor Converg.
 QA0772;SPC ID C     -   316,261.722   422,827.668   MT  1.00002058   -0 40 49.5
 QA0772;UTM  11      - 4,930,464.596   661,309.805   MT  0.99992000   +1 25 22.8
 QA0772
 QA0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0772!SPC ID C     -   0.99957188  x   1.00002058  =   0.99959245
 QA0772!UTM  11      -   0.99957188  x   0.99992000  =   0.99949192
 QA0772
 QA0772:                Primary Azimuth Mark                     Grid Az
 QA0772:SPC ID C     -  PINYON                                   033 12 22.9
 QA0772:UTM  11      -  PINYON                                   031 06 10.6
 QA0772
 QA0772|---------------------------------------------------------------------|
 QA0772| PID    Reference Object                     Distance      Geod. Az  |
 QA0772|                                                           dddmmss.s |
 QA0772| QA0767 PINYON                              APPROX. 7.9 KM 0323133.4 |
 QA0772| CD5062 FELTHAM RM 2                         13.167 METERS 07610     |
 QA0772| QA0768 FELTHAM LOOKOUT                       5.019 METERS 29742     |
 QA0772| CD5061 FELTHAM RM 1                          2.472 METERS 31029     |
 QA0772|---------------------------------------------------------------------|
 QA0772
 QA0772                          SUPERSEDED SURVEY CONTROL
 QA0772
 QA0772  NAD 83(1986)-  44 30 34.10160(N)    114 58 14.03718(W) AD(       ) 3
 QA0772  NAD 27      -  44 30 34.42942(N)    114 58 10.70249(W) AD(       ) 3
 QA0772  NGVD 29 (07/19/86) 2743.2    (m)         9000.     (f) VERT ANG       
 QA0772
 QA0772.Superseded values are not recommended for survey control.
 QA0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0772.See file dsdata.txt to determine how the superseded data were derived.
 QA0772
 QA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK6131030465(NAD 83)
 QA0772_MARKER: DD = SURVEY DISK
 QA0772_SETTING: 80 = SET IN A BOULDER
 QA0772_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QA0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0772
 QA0772  HISTORY     - Date     Condition        Report By
 QA0772  HISTORY     - 1961     MONUMENTED       USGS
 QA0772
 QA0772                          STATION DESCRIPTION
 QA0772
 QA0772'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QA0772'LOCATED ABOUT 19.0 MI N. OF STANLEY, ABOUT 6.0 MI SW. OF LOON
 QA0772'CREEK RANGER STATION.  ON DIVIDE BETWEEN RAPID RIVER AND LOON
 QA0772'CREEK.
 QA0772'
 QA0772'STATION REACHED BY HELICOPTER.
 QA0772'
 QA0772'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, IN ROCK.
 QA0772'
 QA0772'REFERENCE MARK NO. 1--CHISELED CROSS ON STEPS OF LOH, 8.11 FT. FROM
 QA0772'STATION, N 49 DEG 31 MIN W.
 QA0772'
 QA0772'REFERENCE MARK NO. 2--CHISELED CROSS ON ROCK, 43.20 FT. FROM STATION,
 QA0772'N 76 DEG 10 MIN E.
 QA0772'
 QA0772'FELTHAM LOH--NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1837 ***********************************************************************
 RZ1837  DESIGNATION -  FENCE
 RZ1837  PID         -  RZ1837
 RZ1837  STATE/COUNTY-  ID/NEZ PERCE
 RZ1837  USGS QUAD   -  LAPWAI (1972)
 RZ1837
 RZ1837                         *CURRENT SURVEY CONTROL
 RZ1837  ___________________________________________________________________
 RZ1837* NAD 83(1992)-  46 23 55.50253(N)    116 45 16.77296(W)     ADJUSTED  
 RZ1837* NAVD 88     -       569.7    (meters)    1869.     (feet)  VERTCON   
 RZ1837  ___________________________________________________________________
 RZ1837  LAPLACE CORR-           7.05  (seconds)                    DEFLEC99
 RZ1837  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 RZ1837
 RZ1837  HORZ ORDER  -  SECOND
 RZ1837
 RZ1837.The horizontal coordinates were established by classical geodetic methods
 RZ1837.and adjusted by the National Geodetic Survey in July 1992..
 RZ1837
 RZ1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1837
 RZ1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1837
 RZ1837.The geoid height was determined by GEOID03.
 RZ1837
 RZ1837;                    North         East     Units Scale Factor Converg.
 RZ1837;SPC ID W     -   526,251.091   722,742.064   MT  1.00000668   -0 43 39.2
 RZ1837;UTM  11      - 5,138,382.224   518,860.379   MT  0.99960437   +0 10 39.6
 RZ1837
 RZ1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1837!SPC ID W     -   0.99991350  x   1.00000668  =   0.99992018
 RZ1837!UTM  11      -   0.99991350  x   0.99960437  =   0.99951790
 RZ1837
 RZ1837|---------------------------------------------------------------------|
 RZ1837| PID    Reference Object                     Distance      Geod. Az  |
 RZ1837|                                                           dddmmss.s |
 RZ1837| CH7337 FENCE RM 1                           14.044 METERS 00414     |
 RZ1837| CH7338 FENCE RM 2                            9.507 METERS 26202     |
 RZ1837| RZ1587 CLARKSTON TV STATION KLEW MAST      APPROX.27.3 KM 2835333.3 |
 RZ1837| CH7336 FENCE AZ MK 2                                      2923236.4 |
 RZ1837| CH7335 FENCE AZ MK                                        2943453.9 |
 RZ1837|---------------------------------------------------------------------|
 RZ1837
 RZ1837                          SUPERSEDED SURVEY CONTROL
 RZ1837
 RZ1837  NAD 83(1991)-  46 23 55.50674(N)    116 45 16.76850(W) AD(       ) 2
 RZ1837  NAD 83(1986)-  46 23 55.50831(N)    116 45 16.76847(W) AD(       ) 2
 RZ1837  NAD 27      -  46 23 55.90970(N)    116 45 13.23850(W) AD(       ) 2
 RZ1837  NGVD 29 (07/19/86)  568.7    (m)         1866.     (f) VERT ANG       
 RZ1837
 RZ1837.Superseded values are not recommended for survey control.
 RZ1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1837.See file dsdata.txt to determine how the superseded data were derived.
 RZ1837
 RZ1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM1886038382(NAD 83)
 RZ1837_MARKER: Z = SEE DESCRIPTION
 RZ1837_SETTING: 0 = UNSPECIFIED SETTING
 RZ1837
 RZ1837  HISTORY     - Date     Condition        Report By
 RZ1837  HISTORY     - 1959     MONUMENTED       CGS
 RZ1837  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RZ1837
 RZ1837                          STATION DESCRIPTION
 RZ1837
 RZ1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1837'STATION IS LOCATED IN THE SOUTHEAST CORNER OF A CULTIVATED
 RZ1837'FIELD ON A HIGH PROMINENT RIDGE WHICH BREAKS OFF SHARPLY
 RZ1837'TO THE SOUTH NEAR THE STATION.  IT IS ABOUT 2 MILES EAST AND
 RZ1837'3/4 MILE SOUTH OF LAPWAI AND 1-3/4 MILES EAST AND 1-1/2 MILES
 RZ1837'NORTH OF SWEETWATER, ON LAND OWNED BY MR. HOWARD HECHNER,
 RZ1837'NEAR THE LINE BETWEEN SECTIONS 6 AND 7, R 3 W, T 35 N.
 RZ1837'
 RZ1837'REACHED FROM THE ENTRANCE TO THE INDIAN AGENCY JUST SOUTH OF
 RZ1837'LAPWAI, BY GOING SOUTH ON U.S. HIGHWAY 95 FOR 0.15 MILE TO A
 RZ1837'SIDE ROAD LEFT, TURN LEFT, CROSSING RAILROAD TRACKS, AND
 RZ1837'FOLLOW WINDING GRAVEL ROAD NORTHEASTERLY FOR 1.2 MILES TO
 RZ1837'FORKS, TAKE RIGHT FORK FOR 0.2 MILE TO A GATE ON THE LEFT
 RZ1837'JUST AFTER PASSING BARN, TURN LEFT PASSING THROUGH GATE, AND
 RZ1837'TURN SHARP RIGHT ONTO DIM TRACK ROAD, FOLLOW DIM TRACKS UP
 RZ1837'STEEP GRADE EASTERLY, FOR 0.6 MILE TO THE AZIMUTH MARK ON
 RZ1837'THE LEFT, CONTINUE ON DIM TRACKS, EASTERLY, KEEPING TO THE
 RZ1837'SOUTH SIDE OF CULTIVATED FIELD, FOR 0.6 MILE TO FENCE CORNER
 RZ1837'AND STATION.
 RZ1837'
 RZ1837'STATION MARK IS A STANDARD DISK, STAMPED FENCE 1959, BRAZED
 RZ1837'TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES.  IT IS
 RZ1837'6.7 FEET NORTHWEST OF THE FENCE CORNER, 6 FEET WEST OF A
 RZ1837'WIRE FENCE EXTENDING NORTH AND 6 FEET WEST OF AN EAST-WEST
 RZ1837'FENCE.
 RZ1837'
 RZ1837'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FENCE NO 1 1959,
 RZ1837'BRAZED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 5 INCHES.
 RZ1837'IT IS 55 FEET NORTH-NORTHEAST OF A TRIANGLE BLAZE ON THE
 RZ1837'WEST SIDE OF A FENCE POST, 50 FEET NORTH OF THE EAST-WEST
 RZ1837'FENCE AND 1 FOOT WEST OF THE FENCE EXTENDING NORTH.
 RZ1837'
 RZ1837'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FENCE NO 2 1959,
 RZ1837'BRAZED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 7 INCHES.
 RZ1837'IT IS 36 FEET WEST OF THE NORTH FENCE, 34 FEET WEST OF THE
 RZ1837'TRIANGLE BLAZE AND 1 FOOT NORTH OF THE EAST-WEST FENCE.
 RZ1837'
 RZ1837'AZIMUTH MARK IS A STANDARD DISK, STAMPED FENCE 1959, BRAZED
 RZ1837'TO THE TOP OF A 3-INCH IRON PIPE, PROJECTING 13 INCHES.  IT IS
 RZ1837'6 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 2 FEET SOUTH
 RZ1837'OF THE SOUTH EDGE OF A CULTIVATED FIELD.  A WHITE WITNESS
 RZ1837'POST WAS SET 1 FOOT WEST OF THE MARK.
 RZ1837
 RZ1837                          STATION RECOVERY (1970)
 RZ1837
 RZ1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RZ1837'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED
 RZ1837'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  A NEW
 RZ1837'AZIMUTH MARK WAS ESTABLISHED.
 RZ1837'
 RZ1837'THE STATION IS ABOUT 2 MILES EAST AND 3/4 MILE SOUTH OF LAPWAI,
 RZ1837'1-3/4 MILES EAST AND 1-1/2 MILES NORTH OF SWEETWATER, ON A
 RZ1837'HIGH PROMINENT RIDGE WHICH BREAKS OFF SHARPLY TO THE SOUTH
 RZ1837'NEAR THE STATION AND IN THE SOUTHEAST CORNER OF A CULTIVATED
 RZ1837'FIELD.
 RZ1837'
 RZ1837'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND 95 AT THE
 RZ1837'NORTHEASTERN EDGE OF LEWISTON, GO EAST ON HIGHWAYS 12 AND
 RZ1837'95 FOR 7.8 MILES, CONTINUE ON U.S. HIGHWAY 95 FOR 0.6 MILE
 RZ1837'TO THE NORTH END OF THE BRIDGE OVER CLEARWATER RIVER, CONTINUE
 RZ1837'SOUTH ON U.S. HIGHWAY 95 FOR 4.8 MILES TO A CROSSROAD (ROAD
 RZ1837'INTO BUSINESS DISTRICT AT LAPWAI), CONTINUE SOUTH ON THE
 RZ1837'HIGHWAY 0.65 MILE TO A SIDE ROAD LEFT, TURN LEFT, CROSSING
 RZ1837'RAILROAD TRACK AND BRIDGE, AND GO EASTERLY ON GRAVEL ROAD
 RZ1837'1.15 MILES TO A Y, KEEP LEFT 1.3 MILES TO A FIELD ROAD RIGHT
 RZ1837'AT THE SOUTHWEST CORNER OF A FARMYARD, TURN RIGHT AND FOLLOW
 RZ1837'FARM ROAD SOUTHEAST AND SOUTH FOR 0.4 MILE TO A SWITCHBACK,
 RZ1837'CONTINUE NORTHERLY 0.15 MILE TO EDGE OF A CULTIVATED
 RZ1837'FIELD, GO SOUTHWEST ACROSS THE FIELD 0.15 MILE TO SUMMIT
 RZ1837'OF RIDGE, THEN SOUTH 0.1 MILE ALONG CREST, BEAR LEFT AND
 RZ1837'GO SOUTHEAST 0.5 MILE TO THE SOUTHEAST CORNER OF FIELD AND
 RZ1837'THE STATION.
 RZ1837'
 RZ1837'THE STATION MARK, STAMPED FENCE 1959, IS A STANDARD DISK
 RZ1837'WELDED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 6 INCHES.
 RZ1837'IT IS 7 FEET NORTHWEST OF A T-FENCE CORNER, (WHICH DIVIDES
 RZ1837'THREE CULTIVATED FIELDS), 6 FEET WEST OF A NORTH-SOUTH FENCE
 RZ1837'AND 4 FEET NORTH OF AN EAST-WEST FENCE.
 RZ1837'
 RZ1837'REFERENCE MARK NO. 1, STAMPED FENCE NO 1 1959, IS A STANDARD
 RZ1837'DISK WELDED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 4 INCHES.
 RZ1837'IT IS 6 INCHES WEST OF THE NORTH-SOUTH FENCE AND ABOUT 2 FEET
 RZ1837'HIGHER THAN THE STATION MARK.
 RZ1837'
 RZ1837'REFERENCE MARK NO. 2, STAMPED FENCE NO 2 1959, IS A STANDARD
 RZ1837'DISK WELDED TO A 2-INCH PIPE WHICH PROJECTS 8 INCHES.  IT IS
 RZ1837'6 INCHES NORTH OF THE EAST-WEST FENCE AND ABOUT LEVEL WITH
 RZ1837'THE STATION MARK.
 RZ1837'
 RZ1837'THE AZIMUTH MARK, STAMPED FENCE 1959 1970, IS A STANDARD
 RZ1837'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 RZ1837'IT IS 25 FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD,
 RZ1837'3 FEET LOWER THAN THE FIELD, AND 2.2 FEET NORTHEAST OF A
 RZ1837'METAL WITNESS POST.  THE MARK IS ON A SLIGHT HUMP, 35 YARDS
 RZ1837'EAST OF A LARGER HUMP WHERE THE FIELD CURVES TO THE NORTHWEST
 RZ1837'AND 0.05 MILE WEST OF A POINT WHERE THE SOUTH EDGE OF THE
 RZ1837'FIELD CURVES FROM NORTHWEST TO WEST.
 RZ1837'
 RZ1837'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST 0.1
 RZ1837'MILE, TO THE HEAD OF A STEEP, UNCULTIVATED RAVINE, CONTINUE
 RZ1837'WEST-NORTHWEST 0.35 MILE TO THE POINT WHERE THE SOUTH EDGE
 RZ1837'OF THE CULTIVATED FIELD TURNS FROM NORTHWEST TO WEST, CONTINUE
 RZ1837'WEST 0.05 MILE TO THE MARK, 25 FEET SOUTH OF THE SOUTH EDGE
 RZ1837'OF THE FIELD.
 RZ1837'
 RZ1837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 RZ1837'EAST OF LAPWAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1238 ***********************************************************************
 RA1238  DESIGNATION -  FENN EAST BASE
 RA1238  PID         -  RA1238
 RA1238  STATE/COUNTY-  ID/IDAHO
 RA1238  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA1238
 RA1238                         *CURRENT SURVEY CONTROL
 RA1238  ___________________________________________________________________
 RA1238* NAD 83(1992)-  45 57 40.89386(N)    116 10 58.01383(W)     ADJUSTED  
 RA1238* NAVD 88     -      1009.0    (meters)    3310.     (feet)  VERTCON   
 RA1238  ___________________________________________________________________
 RA1238  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 RA1238  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 RA1238
 RA1238  HORZ ORDER  -  FIRST
 RA1238
 RA1238.The horizontal coordinates were established by classical geodetic methods
 RA1238.and adjusted by the National Geodetic Survey in July 1992..
 RA1238
 RA1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1238
 RA1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1238
 RA1238.The geoid height was determined by GEOID03.
 RA1238
 RA1238;                    North         East     Units Scale Factor Converg.
 RA1238;SPC ID W     -   477,236.723   766,454.226   MT  0.99994716   -0 18 40.0
 RA1238;UTM  11      - 5,090,078.920   563,323.076   MT  0.99964929   +0 35 15.0
 RA1238
 RA1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1238!SPC ID W     -   0.99984440  x   0.99994716  =   0.99979157
 RA1238!UTM  11      -   0.99984440  x   0.99964929  =   0.99949375
 RA1238
 RA1238|---------------------------------------------------------------------|
 RA1238| PID    Reference Object                     Distance      Geod. Az  |
 RA1238|                                                           dddmmss.s |
 RA1238| CH7341 FENN EAST BASE RM 1                  20.915 METERS 05452     |
 RA1238| RA1233 MILL                                APPROX.10.3 KM 1113233.2 |
 RA1238| RA1231 GRANGEVILLE HAENER LUMBER STK       APPROX. 5.6 KM 1211053.4 |
 RA1238| CH7340 FENN EAST BASE AZ MK                               1605116.0 |
 RA1238| CH7342 FENN EAST BASE RM 2                  19.672 METERS 30807     |
 RA1238|---------------------------------------------------------------------|
 RA1238
 RA1238                          SUPERSEDED SURVEY CONTROL
 RA1238
 RA1238  NAD 83(1986)-  45 57 40.89541(N)    116 10 58.01278(W) AD(       ) 1
 RA1238  NAD 27      -  45 57 41.32840(N)    116 10 54.49317(W) AD(       ) 1
 RA1238  NGVD 29 (07/19/86) 1007.9    (m)         3307.     (f) VERT ANG       
 RA1238
 RA1238.Superseded values are not recommended for survey control.
 RA1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1238.See file dsdata.txt to determine how the superseded data were derived.
 RA1238
 RA1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6332390079(NAD 83)
 RA1238_MARKER: DS = TRIANGULATION STATION DISK
 RA1238_SETTING: 0 = UNSPECIFIED SETTING
 RA1238
 RA1238  HISTORY     - Date     Condition        Report By
 RA1238  HISTORY     - 1945     MONUMENTED       CGS
 RA1238  HISTORY     - 1946     GOOD             CGS
 RA1238  HISTORY     - 1954     GOOD             LOCENG
 RA1238  HISTORY     - 1962     GOOD             USGS
 RA1238  HISTORY     - 1967     GOOD             USGS
 RA1238  HISTORY     - 1969     GOOD             CGS
 RA1238
 RA1238                          STATION DESCRIPTION
 RA1238
 RA1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1238'STATION IS LOCATED ALONG A SECTION-LINE ROAD, ON TOP OF A HILL WHICH
 RA1238'IS THE HIGHEST HILL IN THE IMMEDIATE VICINITY.  IT IS 3.5 MILES NW
 RA1238'OF GRANGEVILLE, 4 MILES E OF FENN, 150 YARDS SW OF A FARMHOUSE, 0.1
 RA1238'MILE W OF A T-INTERSECTION, 47 FEET SW OF A TELEPHONE POLE WITH A
 RA1238'TRIANGULAR BLAZE THEREON, 21 FEET S OF CENTER LINE OF ROAD, 12
 RA1238'FEET W OF A WHITE WITNESS POST, AND 4 FEET N OF A LINE FENCE.
 RA1238'
 RA1238'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 RA1238'IT IS STAMPED FENN EAST BASE 1945 AND PROJECTS 8 INCHES.
 RA1238'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 RA1238'
 RA1238'REFERENCE MARK 1 IS 18 FEET N OF CENTER LINE OF ROAD AND 1.5 FEET S
 RA1238'OF A LINE FENCE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 RA1238'CONCRETE POST.  IT PROJECTS 8 INCHES AND IS STAMPED FENN EAST BASE
 RA1238'NO 1 1945.
 RA1238'
 RA1238'REFERENCE MARK 2 IS 18 FEET N OF CENTER LINE OF ROAD AND 1.5 FEET
 RA1238'S OF A LINE FENCE.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 RA1238'CONCRETE POST.  IT PROJECTS 8 INCHES AND IS STAMPED FENN EAST BASE
 RA1238'NO 2 1945.
 RA1238'
 RA1238'AZIMUTH MARK IS 21 FEET E OF CENTER LINE OF ROAD, 3.5 FEET S OF
 RA1238'WHITE WITNESS POST, AND 1.5 FEET W OF A LINE FENCE.  IT IS A BRONZE
 RA1238'AZIMUTH DISK SET IN TOP OF A CONCRETE POST.  IT PROJECTS 8 INCHES
 RA1238'AND IS STAMPED FENN EAST BASE 1945.  TO REACH FROM THE STATION, GO E
 RA1238'FOR 0.1 MILE, TURN RIGHT AND GO 0.3 MILE TO AZIMUTH MARK AS
 RA1238'DESCRIBED.
 RA1238'
 RA1238'TO REACH THE STATION FROM STATE HIGHWAY 13 JUNCTION WITH U.S. HIGHWAY
 RA1238'95 IN GRANGEVILLE, GO N AND W ON U.S. HIGHWAY 95 FOR 3 MILES, TURN
 RA1238'RIGHT (N) ONTO A GRAVEL ROAD AND GO 1.5 MILES TO A T-ROAD WEST,
 RA1238'TURN LEFT (W) AND GO 0.1 MILE TO TOP OF HILL AND THE STATION ON THE
 RA1238'LEFT AS DESCRIBED.
 RA1238
 RA1238                          STATION RECOVERY (1946)
 RA1238
 RA1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (FRG)
 RA1238'STATION WAS RECOVERED AS DESCRIBED BY C.A.G. IN 1945, EXCEPT THAT TO
 RA1238'REACH THE AZIMUTH MARK FROM THE STATION GO E FOR 0.1 MI. THEN S FOR
 RA1238'0.3 MI. TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 RA1238
 RA1238                          STATION RECOVERY (1954)
 RA1238
 RA1238'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 RA1238'STATION WAS RECOVERED AS DESCRIBED.  BOTH REFERENCE MARKS WERE IN
 RA1238'PLACE.  THE AZIMUTH MARK HAD APPARENTLY BEEN DESTROYED BY RECENT
 RA1238'GRADING OPERATIONS ON THE ROAD.
 RA1238
 RA1238                          STATION RECOVERY (1962)
 RA1238
 RA1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RA1238'RECOVERED AS DESCRIBED.
 RA1238
 RA1238                          STATION RECOVERY (1967)
 RA1238
 RA1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RA1238'RECOVERED AS DESCRIBED.
 RA1238
 RA1238                          STATION RECOVERY (1969)
 RA1238
 RA1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RA1238'THE STATION MARK, STAMPED FENN EAST BASE 1945, REFERENCE MARK NO. 1,
 RA1238'STAMPED FENN EAST BASE NO 1 1945, AND REFERENCE MARK NO. 2, STAMPED
 RA1238'FENN EAST BASE NO 2 1945 WERE RECOVERED AS DESCRIBED.  THE AZIMUTH
 RA1238'MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE STATION MARK HAD
 RA1238'BEEN HIT BY HEAVY MACHINERY, BUT WAS SOLID IN ITS MOORING.  A
 RA1238'METAL WITNESS POST WAS PLACED 1 FOOT EAST OF THE STATION
 RA1238'MARK.  A METAL WITNESS POST WAS PLACED 1 FOOT EAST OF REFERENCE
 RA1238'MARK NO. 1.  A METAL WITNESS POST WAS PLACED 1 FOOT WEST OF
 RA1238'REFERENCE MARK NO. 2.
 RA1238'
 RA1238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 RA1238'OF GRANGEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1001 ***********************************************************************
 RA1001  DESIGNATION -  FENN WEST BASE
 RA1001  PID         -  RA1001
 RA1001  STATE/COUNTY-  ID/IDAHO
 RA1001  USGS QUAD   -  FENN (1963)
 RA1001
 RA1001                         *CURRENT SURVEY CONTROL
 RA1001  ___________________________________________________________________
 RA1001* NAD 83(1992)-  45 57 40.94409(N)    116 17 55.39305(W)     ADJUSTED  
 RA1001* NAVD 88     -      1021.724  (meters)    3352.11   (feet)  ADJUSTED  
 RA1001  ___________________________________________________________________
 RA1001  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 RA1001  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 RA1001  DYNAMIC HT  -        1021.552 (meters)    3351.54  (feet)  COMP
 RA1001  MODELED GRAV-     980,411.5   (mgal)                       NAVD 88
 RA1001
 RA1001  HORZ ORDER  -  FIRST
 RA1001  VERT ORDER  -  FIRST     CLASS II
 RA1001
 RA1001.The horizontal coordinates were established by classical geodetic methods
 RA1001.and adjusted by the National Geodetic Survey in July 1992..
 RA1001
 RA1001.The orthometric height was determined by differential leveling
 RA1001.and adjusted by the National Geodetic Survey in June 1991..
 RA1001
 RA1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1001
 RA1001.The geoid height was determined by GEOID03.
 RA1001
 RA1001.The dynamic height is computed by dividing the NAVD 88
 RA1001.geopotential number by the normal gravity value computed on the
 RA1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1001.degrees latitude (g = 980.6199 gals.).
 RA1001
 RA1001.The modeled gravity was interpolated from observed gravity values.
 RA1001
 RA1001;                    North         East     Units Scale Factor Converg.
 RA1001;SPC ID W     -   477,293.609   757,467.604   MT  0.99995556   -0 23 40.1
 RA1001;UTM  11      - 5,089,994.887   554,339.441   MT  0.99963630   +0 30 14.9
 RA1001
 RA1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1001!SPC ID W     -   0.99984241  x   0.99995556  =   0.99979798
 RA1001!UTM  11      -   0.99984241  x   0.99963630  =   0.99947877
 RA1001
 RA1001|---------------------------------------------------------------------|
 RA1001| PID    Reference Object                     Distance      Geod. Az  |
 RA1001|                                                           dddmmss.s |
 RA1001| RA1000 FENN WEST BASE RM 1                  19.089 METERS 04246     |
 RA1001| RA0999 FENN WEST BASE AZ MK                               0890712.0 |
 RA1001| RA1231 GRANGEVILLE HAENER LUMBER STK       APPROX.14.1 KM 1015222.8 |
 RA1001| RA1237 GRANGEVILLE CAMAS PRAIR RR TK       APPROX.13.5 KM 1025459.0 |
 RA1001| CH7343 FENN WEST BASE RM 2                  19.346 METERS 31714     |
 RA1001|---------------------------------------------------------------------|
 RA1001
 RA1001                          SUPERSEDED SURVEY CONTROL
 RA1001
 RA1001  NAD 83(1991)-  45 57 40.94534(N)    116 17 55.39200(W) AD(       ) 1
 RA1001  NAD 83(1986)-  45 57 40.94533(N)    116 17 55.39203(W) AD(       ) 1
 RA1001  NAD 27      -  45 57 41.38297(N)    116 17 51.86406(W) AD(       ) 1
 RA1001  NGVD 29 (07/19/86) 1020.98   (m)         3349.7    (f) LEVELING    3  
 RA1001
 RA1001.Superseded values are not recommended for survey control.
 RA1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1001.See file dsdata.txt to determine how the superseded data were derived.
 RA1001
 RA1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5433989995(NAD 83)
 RA1001_MARKER: DS = TRIANGULATION STATION DISK
 RA1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1001_SP_SET: CONCRETE POST
 RA1001_STAMPING: FENN WEST BASE 1945
 RA1001_MARK LOGO: CGS   
 RA1001_PROJECTION: FLUSH
 RA1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1001+STABILITY: SURFACE MOTION
 RA1001
 RA1001  HISTORY     - Date     Condition        Report By
 RA1001  HISTORY     - 1945     MONUMENTED       CGS
 RA1001  HISTORY     - 1946     SEE DESCRIPTION  CGS
 RA1001  HISTORY     - 1954     SEE DESCRIPTION  LOCENG
 RA1001  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RA1001  HISTORY     - 1969     GOOD             CGS
 RA1001  HISTORY     - 1978     GOOD             NGS
 RA1001  HISTORY     - 1982     GOOD             NGS
 RA1001
 RA1001                          STATION DESCRIPTION
 RA1001
 RA1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1001'STATION IS LOCATED ON THE S SIDE OF AN E-W GRAVEL ROAD, 2.25 MILES SW
 RA1001'OF FENN, AND 8.5 MILES WNW OF GRANGEVILLE.  IT IS 21 FEET S OF THE
 RA1001'CENTER LINE OF THE ROAD, 7.5 FEET N OF A FENCE LINE, 57.5 FEET E OF
 RA1001'A PRIVATE DRIVEWAY, AND 36.5 FEET W OF A TELEPHONE POLE.
 RA1001'
 RA1001'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 RA1001'IT IS STAMPED FENN WEST BASE 1945 AND PROJECTS ABOUT 4 INCHES.
 RA1001'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 RA1001'
 RA1001'REFERENCE MARK 1 IS NE OF THE STATION, 1 FOOT S OF A FENCE LINE, AND
 RA1001'26 FEET N OF THE CENTER LINE OF THE ROAD.  IT IS A BRONZE REFERENCE
 RA1001'DISK SET IN TOP OF A CONCRETE POST.  IT IS STAMPED FENN WEST BASE
 RA1001'NO 1 1945 AND PROJECTS 7 INCHES.
 RA1001'
 RA1001'REFERENCE MARK 2 IS NNW OF THE STATION, 1 FOOT S OF A FENCE LINE,
 RA1001'8.5 FEET E OF A TRANSMISSION-LINE POLE, 19 FEET W OF A WIRE GATE,
 RA1001'AND 26 FEET N OF THE CENTER LINE OF THE ROAD.  IT IS A BRONZE
 RA1001'REFERENCE DISK SET IN TOP OF A CONCRETE POST.  IT IS STAMPED FENN
 RA1001'WEST BASE NO 2 1945 AND PROJECTS 8 INCHES.
 RA1001'
 RA1001'AZIMUTH MARK IS E OF THE STATION, 3 FEET S OF A WIRE FENCE, 2.5 FEET
 RA1001'N OF A WHITE WITNESS POST, 23 FEET N OF THE CENTER LINE OF THE ROAD
 RA1001'LEADING TO THE STATION, AND 3.5 FEET W OF A TRANSMISSION-LINE POLE.
 RA1001'IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST.  IT IS
 RA1001'STAMPED FENN WEST BASE 1945 AND PROJECTS 7 INCHES.
 RA1001'
 RA1001'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN FENN, GO NW ON
 RA1001'U.S. HIGHWAY 95 FOR 0.3 MILE TO A CROSSROADS, THENCE LEFT 0.3 MILE
 RA1001'TO A CROSSROADS, THENCE RIGHT 1.25 MILES TO THE AZIMUTH MARK AS
 RA1001'DESCRIBED.  CONTINUE W 0.5 MILE TO THE STATION ON THE LEFT AS
 RA1001'DESCRIBED.
 RA1001
 RA1001                          STATION RECOVERY (1946)
 RA1001
 RA1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (FRG)
 RA1001'STATION WAS RECOVERED AS DESCRIBED.
 RA1001
 RA1001                          STATION RECOVERY (1954)
 RA1001
 RA1001'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 (RHG)
 RA1001'THE SURFACE MARK HAS BEEN MOVED AND IS NOW LYING AGAINST THE FENCE.
 RA1001'THE SUBSURFACE MARK WAS LOCATED BY DIGGING AT THE POINT DESCRIBED.
 RA1001
 RA1001                          STATION RECOVERY (1958)
 RA1001
 RA1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 RA1001'REPORT OF BARTON, STODDARD, MILHOLLIN AND LUPTON, CONSULTING
 RA1001'ENGINEERS, 500 IDAHO STREET, BOISE, IDAHO, DATED DECEMBER 31, 1957.
 RA1001'
 RA1001'WE RECOVERED THIS STATION ABOUT THREE YEARS AGO AND FOUND THAT THE
 RA1001'SURFACE MARKER WAS REMOVED FROM ITS ORIGINAL POSITION AND LAYING
 RA1001'ALONGSIDE.  OUR CREWS DUG DOWN TO THE BURIED MONUMENT AND
 RA1001'ESTABLISHED A STAKE AND HUB AT THE SURFACE.  THE STATION WAS
 RA1001'RECOVERED AGAIN IN NOVEMBER 1957, AND WAS AS DESCRIBED ABOVE.
 RA1001
 RA1001                          STATION RECOVERY (1969)
 RA1001
 RA1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RA1001'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 RA1001'FOUND IN GOOD CONDITION.  THE SURFACE MARK HAD BEEN UNEARTHED.  THE
 RA1001'UNDERGROUND MARK WAS UNCOVERED IN GOOD CONDITION.  THE POSITION WAS
 RA1001'HELD, THE UNDERGROUND MARK WAS LOWERED AND A SURFACE MARK WAS
 RA1001'ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 RA1001'
 RA1001'THE STATION IS 2 MILES WEST OF FENN, ON THE SOUTH RIGHT-OF-WAY OF
 RA1001'AN EAST-WEST GRAVELED ROAD.
 RA1001'
 RA1001'TO REACH THE STATION FROM THE FENN POST OFFICE GO WEST ON U.S.
 RA1001'HIGHWAY 95 FOR 0.3 MILE TO A CROSSROAD, TURN LEFT ACROSS THE TRACKS
 RA1001'AND GO SOUTH FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 RA1001'WEST ON THE GRAVELED ROAD FOR 1.2 MILES TO THE AZIMUTH MARK ON THE
 RA1001'RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.45 MILE TO THE
 RA1001'STATION ON THE LEFT.
 RA1001'
 RA1001'THE STATION MARK, STAMPED FENN WEST BASE 1945 1969, IS A STANDARD
 RA1001'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RA1001'INCHES.  IT IS 57 FEET EAST OF THE CENTER OF A DRIVEWAY SOUTH, 19
 RA1001'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 7 FEET NORTH OF THE
 RA1001'RIGHT-OF-WAY FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS
 RA1001'POST.
 RA1001'
 RA1001'THE UNDERGROUND MARK IS STAMPED FENN WEST BASE 1945 1969.
 RA1001'
 RA1001'REFERENCE MARK NO. 1, STAMPED FENN WEST BASE NO 1 1945, IS A
 RA1001'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RA1001'PROJECTS 2 INCHES, 63.5 FEET NORTHEAST OF THE WITNESS POST, 63 FEET
 RA1001'EAST OF THE CENTER OF A DRIVEWAY NORTH, 27 FEET NORTH OF THE
 RA1001'CENTER OF THE GRAVELED ROAD, 25 FEET EAST OF THE EAST END OF A
 RA1001'GATE, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE LINE.
 RA1001'
 RA1001'REFERENCE MARK NO. 2, STAMPED FENN WEST BASE 1945, IS A STANDARD
 RA1001'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 RA1001'INCHES, 62.5 FEET NORTHWEST OF THE WITNESS POST, 27 FEET NORTH OF
 RA1001'THE CENTER OF THE ROAD, 22 FEET WEST OF THE CENTER OF A DRIVEWAY
 RA1001'NORTH, 10 FEET EAST OF A POWER AND TELEPHONE POLE, 3 FEET
 RA1001'SOUTHEAST OF A T FENCE CORNER, AND 1 FOOT SOUTH OF THE
 RA1001'RIGHT-OF-WAY FENCE LINE.
 RA1001'
 RA1001'THE AZIMUTH MARK, STAMPED FENN WEST BASE 1945, IS A STANDARD DISK
 RA1001'SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 0.15 MILE
 RA1001'WEST OF A CROSSROAD, 25.5 FEET NORTH OF THE CENTER OF THE GRAVELED
 RA1001'ROAD, 3 FEET WEST OF A POWER AND TELEPHONE POLE, AND 1 FOOT EAST
 RA1001'OF A METAL WITNESS POST.
 RA1001'
 RA1001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST OF
 RA1001'FENN.
 RA1001
 RA1001                          STATION RECOVERY (1978)
 RA1001
 RA1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RA1001'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 RA1001'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAS BEEN HIT BY
 RA1001'MACHINERY, AND IS SLIGHTLY OUT OF PLUMB, BUT SOLID.  A DIFFERENCE
 RA1001'WAS FOUND IN THE HORIZONTAL ANGLE TO THE REFERENCE MARKS.  A
 RA1001'DIFFERENCE WAS FOUND IN THE HORIZONTAL DISTANCE TO REFERENCE MARK
 RA1001'NO. 2.
 RA1001'
 RA1001'THE RECOVERY NOTE SUBMITTED BY L.F.S. IS CORRECT, AND ADEQUATE.
 RA1001'
 RA1001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST OF
 RA1001'FENN.
 RA1001
 RA1001                          STATION RECOVERY (1982)
 RA1001
 RA1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA1001'12.2 KM (7.6 MI) SE FROM COTTONWOOD.
 RA1001'9.45 KM (5.9 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE SOUTH
 RA1001'Y-JUNCTION OF BUSINESS ROUTE 95 IN COTTONWOOD, THENCE 1.7 KM (1.05 MI)
 RA1001'SOUTH ALONG A DIRT ROAD, THENCE 1.05 KM (0.65 MI) WEST ALONG A DIRT
 RA1001'ROAD, 5.8 METERS (19 FT) EAST OF THE EXTENDED CENTER OF A PRIVATE
 RA1001'DRIVEWAY NORTH TO A FARM HOUSE, 5.8 METERS (19 FT) SOUTH OF THE ROAD
 RA1001'CENTER, 19.3 METERS (63.5 FT) SOUTHEAST ACROSS THE ROAD FROM RM 2,
 RA1001'19.2 METERS (63 FT) SOUTHWEST ACROSS THE ROAD FROM RM 1, 17.3 METERS
 RA1001'(57 FT) EAST OF THE CENTER OF A TRACK ROAD LEADING SOUTH.
 RA1001'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RA1001'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0999 ***********************************************************************
 RA0999  DESIGNATION -  FENN WEST BASE AZ MK
 RA0999  PID         -  RA0999
 RA0999  STATE/COUNTY-  ID/IDAHO
 RA0999  USGS QUAD   -  FENN (1963)
 RA0999
 RA0999                         *CURRENT SURVEY CONTROL
 RA0999  ___________________________________________________________________
 RA0999* NAD 83(1986)-  45 57 42.     (N)    116 17 23.     (W)     SCALED    
 RA0999* NAVD 88     -      1012.675  (meters)    3322.42   (feet)  ADJUSTED  
 RA0999  ___________________________________________________________________
 RA0999  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 RA0999  DYNAMIC HT  -        1012.500 (meters)    3321.84  (feet)  COMP
 RA0999  MODELED GRAV-     980,407.7   (mgal)                       NAVD 88
 RA0999
 RA0999  VERT ORDER  -  FIRST     CLASS II
 RA0999
 RA0999.The horizontal coordinates were scaled from a topographic map and have
 RA0999.an estimated accuracy of +/- 6 seconds.
 RA0999
 RA0999.The orthometric height was determined by differential leveling
 RA0999.and adjusted by the National Geodetic Survey in June 1991..
 RA0999
 RA0999.The geoid height was determined by GEOID03.
 RA0999
 RA0999.The dynamic height is computed by dividing the NAVD 88
 RA0999.geopotential number by the normal gravity value computed on the
 RA0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0999.degrees latitude (g = 980.6199 gals.).
 RA0999
 RA0999.The modeled gravity was interpolated from observed gravity values.
 RA0999
 RA0999;                    North         East    Units  Estimated Accuracy
 RA0999;SPC ID W     -   477,320.      758,170.      MT  (+/- 180 meters Scaled)
 RA0999
 RA0999                          SUPERSEDED SURVEY CONTROL
 RA0999
 RA0999.No superseded survey control is available for this station.
 RA0999
 RA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL550900(NAD 83)
 RA0999_MARKER: DZ = AZIMUTH MARK DISK
 RA0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0999_SP_SET: CONCRETE POST
 RA0999_STAMPING: FENN WEST BASE 1945
 RA0999_MARK LOGO: CGS   
 RA0999_PROJECTION: PROJECTING 17 CENTIMETERS
 RA0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0999+STABILITY: SURFACE MOTION
 RA0999
 RA0999  HISTORY     - Date     Condition        Report By
 RA0999  HISTORY     - 1945     MONUMENTED       CGS
 RA0999  HISTORY     - 1982     GOOD             NGS
 RA0999
 RA0999                          STATION DESCRIPTION
 RA0999
 RA0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA0999'11.4 KM (7.1 MI) SE FROM COTTONWOOD.
 RA0999'9.45 KM (5.9 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE SOUTH
 RA0999'Y-JUNCTION OF BUSINESS ROUTE 95 IN COTTONWOOD, THENCE 1.7 KM (1.05 MI)
 RA0999'SOUTH ALONG A DIRT ROAD, THENCE 0.25 KM (0.15 MI) WEST ALONG A DIRT
 RA0999'ROAD, 0.25 KM (0.15 MI) WEST OF A FARM HOUSE, 7.8 METERS (25.5 FT)
 RA0999'NORTH OF THE ROAD CENTER, 57.4 METERS (188.5 FT) WEST OF THE THIRD
 RA0999'POWER POLE 48 WEST OF THE INTERSECTION.
 RA0999'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RA0999'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1000 ***********************************************************************
 RA1000  DESIGNATION -  FENN WEST BASE RM 1
 RA1000  PID         -  RA1000
 RA1000  STATE/COUNTY-  ID/IDAHO
 RA1000  USGS QUAD   -  FENN (1963)
 RA1000
 RA1000                         *CURRENT SURVEY CONTROL
 RA1000  ___________________________________________________________________
 RA1000* NAD 83(1986)-  45 57 41.     (N)    116 17 56.     (W)     SCALED    
 RA1000* NAVD 88     -      1021.795  (meters)    3352.34   (feet)  ADJUSTED  
 RA1000  ___________________________________________________________________
 RA1000  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 RA1000  DYNAMIC HT  -        1021.622 (meters)    3351.77  (feet)  COMP
 RA1000  MODELED GRAV-     980,411.1   (mgal)                       NAVD 88
 RA1000
 RA1000  VERT ORDER  -  FIRST     CLASS II
 RA1000
 RA1000.The horizontal coordinates were scaled from a topographic map and have
 RA1000.an estimated accuracy of +/- 6 seconds.
 RA1000
 RA1000.The orthometric height was determined by differential leveling
 RA1000.and adjusted by the National Geodetic Survey in June 1991..
 RA1000
 RA1000.The geoid height was determined by GEOID03.
 RA1000
 RA1000.The dynamic height is computed by dividing the NAVD 88
 RA1000.geopotential number by the normal gravity value computed on the
 RA1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1000.degrees latitude (g = 980.6199 gals.).
 RA1000
 RA1000.The modeled gravity was interpolated from observed gravity values.
 RA1000
 RA1000;                    North         East    Units  Estimated Accuracy
 RA1000;SPC ID W     -   477,300.      757,460.      MT  (+/- 180 meters Scaled)
 RA1000
 RA1000                          SUPERSEDED SURVEY CONTROL
 RA1000
 RA1000.No superseded survey control is available for this station.
 RA1000
 RA1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL543899(NAD 83)
 RA1000_MARKER: DR = REFERENCE MARK DISK
 RA1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1000_SP_SET: CONCRETE POST
 RA1000_STAMPING: FENN WEST BASE NO 1 1945
 RA1000_MARK LOGO: CGS   
 RA1000_PROJECTION: FLUSH
 RA1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1000+STABILITY: SURFACE MOTION
 RA1000
 RA1000  HISTORY     - Date     Condition        Report By
 RA1000  HISTORY     - 1945     MONUMENTED       CGS
 RA1000  HISTORY     - 1982     GOOD             NGS
 RA1000
 RA1000                          STATION DESCRIPTION
 RA1000
 RA1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1000'12.2 KM (7.6 MI) SE FROM COTTONWOOD.
 RA1000'9.45 KM (5.9 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE SOUTH
 RA1000'Y-JUNCTION OF BUSINESS ROUTE 95 IN COTTONWOOD, THENCE 1.7 KM (1.05 MI)
 RA1000'SOUTH ALONG A DIRT ROAD, THENCE 1.05 KM (0.65 MI) WEST ALONG A DIRT
 RA1000'ROAD, 8.2 METERS (27 FT) NORTH OF THE ROAD CENTER, 27.4 METERS (90 FT)
 RA1000'EAST ACROSS A PRIVATE DRIVEWAY FROM RM 2, 19.2 METERS (63 FT)
 RA1000'NORTHEAST ACROSS THE ROAD FROM THE STATION, 0.3 METER (1 FT) SOUTH OF
 RA1000'THE RIGHT OF WAY FENCE.
 RA1000'THE MARK IS 19.3 METERS  NE FROM A WITNESS POST.
 RA1000'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1790 ***********************************************************************
 RZ1790  DESIGNATION -  FERDINAND
 RZ1790  PID         -  RZ1790
 RZ1790  STATE/COUNTY-  ID/IDAHO
 RZ1790  USGS QUAD   -  CRAIGMONT (1967)
 RZ1790
 RZ1790                         *CURRENT SURVEY CONTROL
 RZ1790  ___________________________________________________________________
 RZ1790* NAD 83(1992)-  46 07 45.39564(N)    116 24 21.86692(W)     ADJUSTED  
 RZ1790* NAVD 88     -      1396.7    (meters)    4582.     (feet)  VERTCON   
 RZ1790  ___________________________________________________________________
 RZ1790  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 RZ1790  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 RZ1790
 RZ1790  HORZ ORDER  -  THIRD
 RZ1790
 RZ1790.The horizontal coordinates were established by classical geodetic methods
 RZ1790.and adjusted by the National Geodetic Survey in July 1992..
 RZ1790
 RZ1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1790
 RZ1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1790
 RZ1790.The geoid height was determined by GEOID03.
 RZ1790
 RZ1790;                    North         East     Units Scale Factor Converg.
 RZ1790;SPC ID W     -   496,018.028   749,300.243   MT  0.99996492   -0 28 22.7
 RZ1790;UTM  11      - 5,108,582.606   545,881.801   MT  0.99962588   +0 25 41.4
 RZ1790
 RZ1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1790!SPC ID W     -   0.99978369  x   0.99996492  =   0.99974862
 RZ1790!UTM  11      -   0.99978369  x   0.99962588  =   0.99940965
 RZ1790
 RZ1790|---------------------------------------------------------------------|
 RZ1790| PID    Reference Object                     Distance      Geod. Az  |
 RZ1790|                                                           dddmmss.s |
 RZ1790| CH7344 FERDINAND RM 1                       10.829 METERS 17909     |
 RZ1790| RZ1813 64 BIS                              APPROX. 8.0 KM 2651505.1 |
 RZ1790| CH7345 FERDINAND RM 2                        6.227 METERS 29157     |
 RZ1790|---------------------------------------------------------------------|
 RZ1790
 RZ1790                          SUPERSEDED SURVEY CONTROL
 RZ1790
 RZ1790  NAD 83(1986)-  46 07 45.39825(N)    116 24 21.86401(W) AD(       ) 3
 RZ1790  NAD 27      -  46 07 45.81893(N)    116 24 18.35821(W) AD(       ) 3
 RZ1790  NGVD 29 (07/19/86) 1395.6    (m)         4579.     (f) VERT ANG       
 RZ1790
 RZ1790.Superseded values are not recommended for survey control.
 RZ1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1790.See file dsdata.txt to determine how the superseded data were derived.
 RZ1790
 RZ1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM4588208583(NAD 83)
 RZ1790_MARKER: DD = SURVEY DISK
 RZ1790_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1790
 RZ1790  HISTORY     - Date     Condition        Report By
 RZ1790  HISTORY     - 1957     MONUMENTED       USGS
 RZ1790  HISTORY     - 1967     GOOD             USGS
 RZ1790
 RZ1790                          STATION DESCRIPTION
 RZ1790
 RZ1790'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1790'LOCATED ABOUT 2 MI SSW. OF FERDINAND.  ON TOP OF PROMINENT HILL.
 RZ1790'
 RZ1790'TO REACH FROM FERDINAND POST OFFICE, DRIVE 0.2 MI N. ON U.S. HWY.
 RZ1790'95 TO RD. INTERSECTION.  TAKE RD. LEFT 0.1 MI TO T-RD.  TAKE RD.
 RZ1790'RIGHT 1.4 MI TO RD. FORKS, CONTINUE STRAIGHT AHEAD 0.2 MI TO RD.
 RZ1790'FORKS WITH FIELD RD.  TAKE FIELD RD. RIGHT 0.5 MI TO TOP OF HILL
 RZ1790'AND STATION.
 RZ1790'
 RZ1790'STATION MARK--STANDARD TABLET STAMPED---FERDINAND 1957---, CEMENTED
 RZ1790'IN DRILL HOLE IN ROCK OUTCROP.
 RZ1790'
 RZ1790'RM 1--STANDARD RM TABLET STAMPED---RM 1 1957---, CEMENTED IN DRILL
 RZ1790'HOLE IN ROCK OUTCROP.
 RZ1790'
 RZ1790'RM 2--STANDARD RM TABLET STAMPED---RM 2 1957---, CEMENTED IN DRILL
 RZ1790'HOLE IN ROCK OUTCROP.
 RZ1790
 RZ1790                          STATION RECOVERY (1967)
 RZ1790
 RZ1790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RZ1790'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0856 ***********************************************************************
 OY0856  DESIGNATION -  FERRY 2
 OY0856  PID         -  OY0856
 OY0856  STATE/COUNTY-  ID/BINGHAM
 OY0856  USGS QUAD   -  FORT HALL (1971)
 OY0856
 OY0856                         *CURRENT SURVEY CONTROL
 OY0856  ___________________________________________________________________
 OY0856* NAD 83(1992)-  43 06 44.72474(N)    112 29 36.64910(W)     ADJUSTED  
 OY0856* NAVD 88     -      1470.8    (meters)    4825.     (feet)  VERTCON   
 OY0856  ___________________________________________________________________
 OY0856  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 OY0856  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 OY0856
 OY0856  HORZ ORDER  -  FIRST
 OY0856
 OY0856.The horizontal coordinates were established by classical geodetic methods
 OY0856.and adjusted by the National Geodetic Survey in July 1992..
 OY0856
 OY0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0856
 OY0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0856
 OY0856.The geoid height was determined by GEOID03.
 OY0856
 OY0856;                    North         East     Units Scale Factor Converg.
 OY0856;SPC ID E     -   160,639.319   173,398.614   MT  0.99995607   -0 13 24.2
 OY0856;UTM  12      - 4,774,381.853   378,487.412   MT  0.99978164   -1 01 15.0
 OY0856
 OY0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0856!SPC ID E     -   0.99977139  x   0.99995607  =   0.99972747
 OY0856!UTM  12      -   0.99977139  x   0.99978164  =   0.99955308
 OY0856
 OY0856:                Primary Azimuth Mark                     Grid Az
 OY0856:SPC ID E     -  FERRY AZ MK                              008 49 19.2
 OY0856:UTM  12      -  FERRY AZ MK                              009 37 10.0
 OY0856
 OY0856|---------------------------------------------------------------------|
 OY0856| PID    Reference Object                     Distance      Geod. Az  |
 OY0856|                                                           dddmmss.s |
 OY0856| CN3512 FERRY AZ MK                                        0083555.0 |
 OY0856| OY0858 GIBSON AIRCRAFT AID SW MAST           9.478 METERS 10346     |
 OY0856| OY0886 ROSS                                APPROX.11.3 KM 1943420.9 |
 OY0856| OY0861 FERRY RM 3                           15.817 METERS 21502     |
 OY0856| CN3511 FERRY 2 RM 4                         23.261 METERS 35514     |
 OY0856|---------------------------------------------------------------------|
 OY0856
 OY0856                          SUPERSEDED SURVEY CONTROL
 OY0856
 OY0856  NAD 83(1986)-  43 06 44.71910(N)    112 29 36.63392(W) AD(       ) 1
 OY0856  NAD 27      -  43 06 45.02580(N)    112 29 33.69950(W) AD(       ) 1
 OY0856  NGVD 29 (07/19/86) 1469.8    (m)         4822.     (f) VERT ANG       
 OY0856
 OY0856.Superseded values are not recommended for survey control.
 OY0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0856.See file dsdata.txt to determine how the superseded data were derived.
 OY0856
 OY0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN7848774382(NAD 83)
 OY0856_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0856
 OY0856  HISTORY     - Date     Condition        Report By
 OY0856  HISTORY     - 1959     MONUMENTED       CGS
 OY0856  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OY0856  HISTORY     - 1968     SEE DESCRIPTION  CGS
 OY0856  HISTORY     - 1970     SEE DESCRIPTION  USGS
 OY0856
 OY0856                          STATION DESCRIPTION
 OY0856
 OY0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0856'THE STATION IS ON THE FORT HALL INDIAN RESERVATION, ABOUT 6-1/2
 OY0856'MILES SOUTHWEST OF BLACKFOOT, 4.0 MILES NORTHWEST OF U.S.
 OY0856'HIGHWAYS 91 AND 191 AND 2-1/2 MILES SOUTH OF THE SNAKE RIVER.
 OY0856'IT IS ON THE SUMMIT OF A HIGH GRASS COVERED BUTTE, JUST NORTH
 OY0856'OF AN AIRCRAFT NAVIGATION AID RADIO INSTALLATION.
 OY0856'
 OY0856'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 26,
 OY0856'91 AND 191 IN BLACKFOOT, DRIVE SOUTHWEST ON U.S. HIGHWAYS 91
 OY0856'AND 191 FOR 6.6 MILES TO A CROSS ROAD ON THE NORTH SIDE OF THE
 OY0856'LATTEREL CANAL.  TURN RIGHT AND DRIVE WEST-NORTHWEST ON THE
 OY0856'GRAVELED ROAD FOR 4.0 MILES TO ITS END AT THE SUMMIT OF A HIGH
 OY0856'BUTTE, THE AIRCRAFT NAVIGATION AID INSTALLATION AND THE STATION.
 OY0856'
 OY0856'THE SURFACE-STATION MARK AND UNDERGROUND-STATION MARK ARE
 OY0856'STANDARD DISKS STAMPED, FERRY 2 USGS 1959.  THE SURFACE-STATION
 OY0856'MARK IS SET IN THE CENTER OF THE TOP OF A CONCRETE POST WHICH
 OY0856'IS 12 INCHES SQUARE AT THE TOP, SET FLUSH WITH THE SURFACE OF THE
 OY0856'GROUND, 32 FEET NORTH OF THE SOUTHWEST CORNER AND 6 FEET WEST
 OY0856'OF THE WEST FENCE WHICH INCLOSES THE AIRCRAFT NAVIGATION
 OY0856'INSTALLATION.
 OY0856'
 OY0856'REFERENCE MARK 3, STAMPED FERRY NO 3 1936, IS A STANDARD DISK
 OY0856'SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 OY0856'AT THE TOP AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 OY0856'GROUND.  IT IS 38 FEET WEST OF THE SOUTHWEST FENCE CORNER OF
 OY0856'THE INCLOSURE AND 30 FEET NORTH OF A TRACK ROAD.
 OY0856'
 OY0856'REFERENCE MARK 4, STAMPED FERRY 2 USGS NO 4 1959, IS A STANDARD
 OY0856'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 OY0856'SQUARE AT THE TOP AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 OY0856'GROUND.  IT IS 3 FEET WEST OF THE WEST FENCE OF THE INCLOSURE
 OY0856'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 OY0856'
 OY0856'THE AZIMUTH MARK, STAMPED FERRY 1936, IS A STANDARD DISK SET
 OY0856'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AT THE
 OY0856'TOP AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 OY0856'IS 30 FEET NORTH OF A TRACK ROAD WHICH RUNS EAST AND WEST ACROSS
 OY0856'THE SUMMIT OF THE RIDGE 0.3 MILE NORTH OF THE STATION.
 OY0856'
 OY0856'THE AZIMUTH MARK AND REFERENCE MARK 3 WERE ESTABLISHED FOR
 OY0856'TRIANGULATION STATION FERRY 1936, WHICH WAS FOUND TO HAVE BEEN
 OY0856'DESTROYED.
 OY0856
 OY0856                          STATION RECOVERY (1960)
 OY0856
 OY0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0856'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED BY W.W.
 OY0856'HUSEMEYER IN 1959.  HOWEVER, THE STATION IS WEST OF THE
 OY0856'AIRCRAFT NAVIGATION AID INSTEAD OF NORTH, AS STATED IN THE
 OY0856'1959 DESCRIPTION.  FOLLOWING ARE ADDITIONAL MEASUREMENTS TO
 OY0856'FACILITATE FUTURE RECOVERY OF THE STATION.
 OY0856'
 OY0856'THE STATION MARK IS 59.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 OY0856'OF A BUILDING HOUSING THE POWER PLANT, 5.8 FEET WEST OF A
 OY0856'FENCE, 34.6 FEET NORTH OF A SOUTHWEST FENCE CORNER POST AND
 OY0856'92 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 OY0856'
 OY0856'REFERENCE MARK 3 IS 108 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 OY0856'OF THE BUILDING, 41.1 FEET WEST OF THE SOUTHWEST CORNER POST
 OY0856'AND 34.8 FEET NORTH OF THE CENTER OF THE ROAD.
 OY0856'
 OY0856'REFERENCE MARK 4 IS 3 FEET WEST OF THE FENCE, 14.6 FEET SOUTH
 OY0856'OF THE NORTHWEST CORNER POST AND 65.3 FEET NORTHWEST OF THE
 OY0856'NORTHWEST CORNER OF THE BUILDING.
 OY0856'
 OY0856'THE AZIMUTH MARK IS 35 FEET NORTH OF THE CENTER OF A TRACK
 OY0856'ROAD AND 108 FEET NORTHWEST OF A DIM ROAD FORK AND NEAR THE
 OY0856'CENTER OF A 25 BY 75 FOOT BARREN AREA.
 OY0856
 OY0856                          STATION RECOVERY (1968)
 OY0856
 OY0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 OY0856'STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 OY0856'AS DESCRIBED, THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 OY0856'
 OY0856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 OY0856'NORTHWEST OF FORT HALL
 OY0856
 OY0856                          STATION RECOVERY (1970)
 OY0856
 OY0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OY0856'R.M. 3 TO R.M. 4 NOT MEASURED.
 OY0856'
 OY0856'INSTRUMENT STAND 4.8 FT ABOVE STATION MARK.
 OY0856'
 OY0856'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST
 OY0856'43 112 2, STATION 1004.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0854 ***********************************************************************
 OY0854  DESIGNATION -  FERRY RM 1
 OY0854  PID         -  OY0854
 OY0854  STATE/COUNTY-  ID/BINGHAM
 OY0854  USGS QUAD   -  FORT HALL (1971)
 OY0854
 OY0854                         *CURRENT SURVEY CONTROL
 OY0854  ___________________________________________________________________
 OY0854* NAD 83(1992)-  43 06 45.12624(N)    112 29 36.89261(W)     ADJUSTED  
 OY0854* NAVD 88     -      1471.     (meters)    4826.     (feet)  SCALED    
 OY0854  ___________________________________________________________________
 OY0854  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 OY0854  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 OY0854
 OY0854  HORZ ORDER  -  SECOND
 OY0854
 OY0854.The horizontal coordinates were established by classical geodetic methods
 OY0854.and adjusted by the National Geodetic Survey in July 1992..
 OY0854
 OY0854.The orthometric height was scaled from a topographic map.
 OY0854
 OY0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0854
 OY0854.The geoid height was determined by GEOID03.
 OY0854
 OY0854;                    North         East     Units Scale Factor Converg.
 OY0854;SPC ID E     -   160,651.730   173,393.157   MT  0.99995607   -0 13 24.3
 OY0854;UTM  12      - 4,774,394.336   378,482.129   MT  0.99978165   -1 01 15.2
 OY0854
 OY0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0854!SPC ID E     -   0.99977136  x   0.99995607  =   0.99972744
 OY0854!UTM  12      -   0.99977136  x   0.99978165  =   0.99955306
 OY0854
 OY0854                          SUPERSEDED SURVEY CONTROL
 OY0854
 OY0854  NAD 83(1986)-  43 06 45.12057(N)    112 29 36.87745(W) AD(       ) 2
 OY0854  NAD 27      -  43 06 45.42700(N)    112 29 33.94200(W) AD(       ) 2
 OY0854
 OY0854.Superseded values are not recommended for survey control.
 OY0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0854.See file dsdata.txt to determine how the superseded data were derived.
 OY0854
 OY0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN7848274394(NAD 83)
 OY0854
 OY0854  HISTORY     - Date     Condition        Report By
 OY0854  HISTORY     - 1936     MONUMENTED       CGS
 OY0854
 OY0854                          STATION DESCRIPTION
 OY0854
 OY0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 OY0854'SEE STATION FERRY (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0855 ***********************************************************************
 OY0855  DESIGNATION -  FERRY RM 2
 OY0855  PID         -  OY0855
 OY0855  STATE/COUNTY-  ID/BINGHAM
 OY0855  USGS QUAD   -  FORT HALL (1971)
 OY0855
 OY0855                         *CURRENT SURVEY CONTROL
 OY0855  ___________________________________________________________________
 OY0855* NAD 83(1992)-  43 06 44.43182(N)    112 29 36.03556(W)     ADJUSTED  
 OY0855* NAVD 88     -      1471.     (meters)    4826.     (feet)  SCALED    
 OY0855  ___________________________________________________________________
 OY0855  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 OY0855  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 OY0855
 OY0855  HORZ ORDER  -  SECOND
 OY0855
 OY0855.The horizontal coordinates were established by classical geodetic methods
 OY0855.and adjusted by the National Geodetic Survey in July 1992..
 OY0855
 OY0855.The orthometric height was scaled from a topographic map.
 OY0855
 OY0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0855
 OY0855.The geoid height was determined by GEOID03.
 OY0855
 OY0855;                    North         East     Units Scale Factor Converg.
 OY0855;SPC ID E     -   160,630.226   173,412.449   MT  0.99995606   -0 13 23.7
 OY0855;UTM  12      - 4,774,372.570   378,501.117   MT  0.99978160   -1 01 14.6
 OY0855
 OY0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0855!SPC ID E     -   0.99977136  x   0.99995606  =   0.99972743
 OY0855!UTM  12      -   0.99977136  x   0.99978160  =   0.99955301
 OY0855
 OY0855                          SUPERSEDED SURVEY CONTROL
 OY0855
 OY0855  NAD 83(1986)-  43 06 44.42615(N)    112 29 36.02040(W) AD(       ) 2
 OY0855  NAD 27      -  43 06 44.73300(N)    112 29 33.08500(W) AD(       ) 2
 OY0855
 OY0855.Superseded values are not recommended for survey control.
 OY0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0855.See file dsdata.txt to determine how the superseded data were derived.
 OY0855
 OY0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN7850174373(NAD 83)
 OY0855
 OY0855  HISTORY     - Date     Condition        Report By
 OY0855  HISTORY     - 1936     MONUMENTED       CGS
 OY0855
 OY0855                          STATION DESCRIPTION
 OY0855
 OY0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 OY0855'SEE STATION FERRY (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0385 ***********************************************************************
 SV0385  DESIGNATION -  FF 285
 SV0385  PID         -  SV0385
 SV0385  STATE/COUNTY-  ID/KOOTENAI
 SV0385  USGS QUAD   -  RATHDRUM (1996)
 SV0385
 SV0385                         *CURRENT SURVEY CONTROL
 SV0385  ___________________________________________________________________
 SV0385* NAD 83(1986)-  47 45 47.     (N)    116 58 55.     (W)     SCALED    
 SV0385* NAVD 88     -       651.409  (meters)    2137.16   (feet)  ADJUSTED  
 SV0385  ___________________________________________________________________
 SV0385  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 SV0385  DYNAMIC HT  -         651.445 (meters)    2137.28  (feet)  COMP
 SV0385  MODELED GRAV-     980,646.3   (mgal)                       NAVD 88
 SV0385
 SV0385  VERT ORDER  -  FIRST     CLASS II
 SV0385
 SV0385.The horizontal coordinates were scaled from a topographic map and have
 SV0385.an estimated accuracy of +/- 6 seconds.
 SV0385
 SV0385.The orthometric height was determined by differential leveling
 SV0385.and adjusted by the National Geodetic Survey in June 1991..
 SV0385
 SV0385.The geoid height was determined by GEOID03.
 SV0385
 SV0385.The dynamic height is computed by dividing the NAVD 88
 SV0385.geopotential number by the normal gravity value computed on the
 SV0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0385.degrees latitude (g = 980.6199 gals.).
 SV0385
 SV0385.The modeled gravity was interpolated from observed gravity values.
 SV0385
 SV0385;                    North         East    Units  Estimated Accuracy
 SV0385;SPC ID W     -   678,160.      707,650.      MT  (+/- 180 meters Scaled)
 SV0385
 SV0385                          SUPERSEDED SURVEY CONTROL
 SV0385
 SV0385  NGVD 29 (??/??/92)  650.237  (m)         2133.32   (f) ADJ UNCH    1 2
 SV0385
 SV0385.Superseded values are not recommended for survey control.
 SV0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0385.See file dsdata.txt to determine how the superseded data were derived.
 SV0385
 SV0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN013899(NAD 83)
 SV0385_MARKER: DD = SURVEY DISK
 SV0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0385_STAMPING: PC 177 94.9 40.00 FF 285 1944
 SV0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0385+STABILITY: SURFACE MOTION
 SV0385
 SV0385  HISTORY     - Date     Condition        Report By
 SV0385  HISTORY     - 1944     MONUMENTED       IDDT
 SV0385  HISTORY     - 1944     GOOD             NGS
 SV0385
 SV0385                          STATION DESCRIPTION
 SV0385
 SV0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0385'5 MI NW FROM POST FALLS.
 SV0385'MARK IS 1.8 MILES ALONG STATE HIGHWAY 53 FROM THE RAILROAD DEPOT IN
 SV0385'HAUSER, 39 FEET NORTH-NORTHWEST OF THE CENTER OF STATE HIGHWAY 53 IN A
 SV0385'FENCE LINE.  IT IS A DEPARTMENT OF PUBLIC WORKS STATE OF IDAHO
 SV0385'STANDARD DISK SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST THAT
 SV0385'PROJECTS 5 INCHES.  MARK-- TO REACH FROM THE RAILROAD DEPOT IN HAUSER,
 SV0385'GO EAST ON STATE HIGHWAY 53 FOR 1.8 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0318 ***********************************************************************
 OY0318  DESIGNATION -  FF 96
 OY0318  PID         -  OY0318
 OY0318  STATE/COUNTY-  ID/BINGHAM
 OY0318  USGS QUAD   -  BLACKFOOT (1971)
 OY0318
 OY0318                         *CURRENT SURVEY CONTROL
 OY0318  ___________________________________________________________________
 OY0318* NAD 83(1986)-  43 12 33.     (N)    112 22 07.     (W)     SCALED    
 OY0318* NAVD 88     -      1367.293  (meters)    4485.86   (feet)  ADJUSTED  
 OY0318  ___________________________________________________________________
 OY0318  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 OY0318  DYNAMIC HT  -        1366.547 (meters)    4483.41  (feet)  COMP
 OY0318  MODELED GRAV-     980,027.2   (mgal)                       NAVD 88
 OY0318
 OY0318  VERT ORDER  -  SECOND    CLASS 0
 OY0318
 OY0318.The horizontal coordinates were scaled from a topographic map and have
 OY0318.an estimated accuracy of +/- 6 seconds.
 OY0318
 OY0318.The orthometric height was determined by differential leveling
 OY0318.and adjusted by the National Geodetic Survey in June 1991..
 OY0318
 OY0318.The geoid height was determined by GEOID03.
 OY0318
 OY0318.The dynamic height is computed by dividing the NAVD 88
 OY0318.geopotential number by the normal gravity value computed on the
 OY0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0318.degrees latitude (g = 980.6199 gals.).
 OY0318
 OY0318.The modeled gravity was interpolated from observed gravity values.
 OY0318
 OY0318;                    North         East    Units  Estimated Accuracy
 OY0318;SPC ID E     -   171,350.      183,590.      MT  (+/- 180 meters Scaled)
 OY0318
 OY0318                          SUPERSEDED SURVEY CONTROL
 OY0318
 OY0318  NGVD 29 (??/??/92) 1366.238  (m)         4482.40   (f) ADJ UNCH    2 0
 OY0318
 OY0318.Superseded values are not recommended for survey control.
 OY0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0318.See file dsdata.txt to determine how the superseded data were derived.
 OY0318
 OY0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN888849(NAD 83)
 OY0318_MARKER: DB = BENCH MARK DISK
 OY0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0318_STAMPING: FF 96 1959
 OY0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0318+STABILITY: SURFACE MOTION
 OY0318
 OY0318  HISTORY     - Date     Condition        Report By
 OY0318  HISTORY     - 1959     MONUMENTED       CGS
 OY0318  HISTORY     - 1971     GOOD             USGS
 OY0318
 OY0318                          STATION DESCRIPTION
 OY0318
 OY0318'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OY0318'1.9 MI W FROM BLACKFOOT.
 OY0318'1.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD.  FROM THE JUNCTION OF
 OY0318'U.S. 26, AND 191 AT BLACKFOOT, 1.7 MILES NORTHWEST ALONG U.S. HIGHWAY
 OY0318'26, THENCE, 0.5 MILES NORTH TO A HOUSE ON THE WEST SIDE OF THE ROAD,
 OY0318'25 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTH OF
 OY0318'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OY0318'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1312 ***********************************************************************
 RA1312  DESIGNATION -  FIDDLE
 RA1312  PID         -  RA1312
 RA1312  STATE/COUNTY-  ID/IDAHO
 RA1312  USGS QUAD   -  RIGGINS (1964)
 RA1312
 RA1312                         *CURRENT SURVEY CONTROL
 RA1312  ___________________________________________________________________
 RA1312* NAD 83(1992)-  45 29 41.82916(N)    116 17 22.38383(W)     ADJUSTED  
 RA1312* NAVD 88     -      1078.9    (meters)    3540.     (feet)  VERTCON   
 RA1312  ___________________________________________________________________
 RA1312  LAPLACE CORR-          10.74  (seconds)                    DEFLEC99
 RA1312  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA1312
 RA1312  HORZ ORDER  -  SECOND
 RA1312
 RA1312.The horizontal coordinates were established by classical geodetic methods
 RA1312.and adjusted by the National Geodetic Survey in July 1992..
 RA1312
 RA1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1312
 RA1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1312
 RA1312.The geoid height was determined by GEOID03.
 RA1312
 RA1312;                    North         East     Units Scale Factor Converg.
 RA1312;SPC ID W     -   425,451.456   757,828.787   MT  0.99995519   -0 23 05.3
 RA1312;UTM  11      - 5,038,181.199   555,510.039   MT  0.99963788   +0 30 24.1
 RA1312
 RA1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1312!SPC ID W     -   0.99983333  x   0.99995519  =   0.99978853
 RA1312!UTM  11      -   0.99983333  x   0.99963788  =   0.99947127
 RA1312
 RA1312|---------------------------------------------------------------------|
 RA1312| PID    Reference Object                     Distance      Geod. Az  |
 RA1312|                                                           dddmmss.s |
 RA1312| CH7346 FIDDLE RM 1                           4.557 METERS 00026     |
 RA1312| CH7347 FIDDLE RM 2                           6.624 METERS 19445     |
 RA1312| RA0163 P 26                                APPROX. 1.9 KM 2612558.0 |
 RA1312|---------------------------------------------------------------------|
 RA1312
 RA1312                          SUPERSEDED SURVEY CONTROL
 RA1312
 RA1312  NAD 83(1991)-  45 29 41.83007(N)    116 17 22.38222(W) AD(       ) 2
 RA1312  NAD 83(1986)-  45 29 41.83008(N)    116 17 22.38225(W) AD(       ) 2
 RA1312  NAD 27      -  45 29 42.22696(N)    116 17 18.89935(W) AD(       ) 2
 RA1312  NGVD 29 (07/19/86) 1077.8    (m)         3536.     (f) VERT ANG       
 RA1312
 RA1312.Superseded values are not recommended for survey control.
 RA1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1312.See file dsdata.txt to determine how the superseded data were derived.
 RA1312
 RA1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5551038181(NAD 83)
 RA1312_MARKER: DS = TRIANGULATION STATION DISK
 RA1312_SETTING: 66 = SET IN ROCK OUTCROP
 RA1312_STAMPING: FIDDLE 1945
 RA1312_MARK LOGO: CGS   
 RA1312_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA1312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1312+STABILITY: POSITION/ELEVATION WELL
 RA1312
 RA1312  HISTORY     - Date     Condition        Report By
 RA1312  HISTORY     - 1945     MONUMENTED       CGS
 RA1312  HISTORY     - 19850621 GOOD             NGS
 RA1312
 RA1312                          STATION DESCRIPTION
 RA1312
 RA1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1312'STATION IS LOCATED ABOUT 3 MILES (AIR LINE) SE OF LUCILE POST OFFICE,
 RA1312'5-1/4 MILES NNE OF RIGGINS, AND ABOUT 1/2 MILE SE OF U.S. HIGHWAY
 RA1312'95, ON A BARREN RIDGE ABOUT 1/2 MILE N OF FIDDLE CREEK.  THIS IS NOT
 RA1312'THE HIGHEST POINT ON THE RIDGE.  THERE ARE HIGHER POINTS TO THE E.
 RA1312'
 RA1312'TO REACH THE STATION FROM THE POST OFFICE IN RIGGINS, GO N ON
 RA1312'U.S. HIGHWAY 95 FOR 5.35 MILES TO A SIGN ON THE RIGHT FIDDLE CREEK.
 RA1312'CONTINUE 0.1 MILE, TURN RIGHT INTO THE RANCH YARD OF MR. LINDSEY
 RA1312'AND GO 0.05 MILE TO A BARN AND THE END OF TRUCK TRAVEL.  FROM HERE
 RA1312'THE STATION IS ON THE FIRST RIDGE N OF FIDDLE CREEK.  THE CREEK
 RA1312'PASSES THROUGH THE SE EDGE OF THE RANCH.  PACK THROUGH THE YARD
 RA1312'AND GO E UP RIDGE ON THE N SIDE OF FIDDLE CREEK FOR ABOUT 1 MILE TO
 RA1312'A LONE PINE TREE WITH TWO TRIANGULAR BLAZES.  CONTINUE UP RIDGE
 RA1312'ABOUT 100 YARDS TO ROCK OUTCROP AND THE STATION.
 RA1312'
 RA1312'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 RA1312'OUTCROPPING BEDROCK.  DISK IS STAMPED FIDDLE 1945.
 RA1312'
 RA1312'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 RA1312'OUTCROPPING BEDROCK AND IS 1/2 FOOT LOWER THAN THE STATION MARK.
 RA1312'DISK IS STAMPED FIDDLE NO 1 1945.
 RA1312'
 RA1312'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 RA1312'OUTCROPPING BEDROCK AND IS 3 FEET LOWER THAN THE STATION MARK.  DISK
 RA1312'IS STAMPED FIDDLE NO 2 1945.
 RA1312'
 RA1312'STATION B.M. P 26 MAY BE USED FOR AN AZIMUTH MARK.
 RA1312'
 RA1312'A 4-FOOT STAND WAS USED.
 RA1312
 RA1312                          STATION RECOVERY (1985)
 RA1312
 RA1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 RA1312'THE STATION AND RM WERE RECOVERED AS DESCRIBED.  ITS NOW POSSIBLE TO
 RA1312'DRIVE ABOUT 0.2 MILE (0.3 KM) CLOSER TO THE MARK BY OBTAINING
 RA1312'PERMISSION FROM THE PROPERTY OWNER TO DRIVE UP THROUGH HIS ORCHARD.
 RA1312'THE PROPERTY OWNER IS JIM RUPP, P.O BOX 112, RIGGINS IDAHO.  HE LIVES
 RA1312'NEAR THE MOUTH OF FIDDLE CREEK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0896 ***********************************************************************
 OZ0896  DESIGNATION -  FIDDLER
 OZ0896  PID         -  OZ0896
 OZ0896  STATE/COUNTY-  ID/ELMORE
 OZ0896  USGS QUAD   -  GRAPE MTN (1973)
 OZ0896
 OZ0896                         *CURRENT SURVEY CONTROL
 OZ0896  ___________________________________________________________________
 OZ0896* NAD 83(1992)-  43 30 52.20822(N)    115 45 05.18679(W)     ADJUSTED  
 OZ0896* NAVD 88     -      1637.4    (meters)    5372.     (feet)  VERTCON   
 OZ0896  ___________________________________________________________________
 OZ0896  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 OZ0896  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 OZ0896
 OZ0896  HORZ ORDER  -  THIRD
 OZ0896
 OZ0896.The horizontal coordinates were established by classical geodetic methods
 OZ0896.and adjusted by the National Geodetic Survey in July 1992..
 OZ0896
 OZ0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0896
 OZ0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0896
 OZ0896.The geoid height was determined by GEOID03.
 OZ0896
 OZ0896;                    North         East     Units Scale Factor Converg.
 OZ0896;SPC ID W     -   205,252.717   799,883.511   MT  0.99993333   -0 00 03.6
 OZ0896;UTM  11      - 4,818,709.119   600,915.197   MT  0.99972527   +0 51 35.1
 OZ0896
 OZ0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0896!SPC ID W     -   0.99974575  x   0.99993333  =   0.99967910
 OZ0896!UTM  11      -   0.99974575  x   0.99972527  =   0.99947109
 OZ0896
 OZ0896:                Primary Azimuth Mark                     Grid Az
 OZ0896:SPC ID W     -  MAYFIELD                                 208 28 47.6
 OZ0896:UTM  11      -  MAYFIELD                                 207 37 08.9
 OZ0896
 OZ0896|---------------------------------------------------------------------|
 OZ0896| PID    Reference Object                     Distance      Geod. Az  |
 OZ0896|                                                           dddmmss.s |
 OZ0896| OZ0901 MAYFIELD                            APPROX.10.9 KM 2082844.0 |
 OZ0896|---------------------------------------------------------------------|
 OZ0896
 OZ0896                          SUPERSEDED SURVEY CONTROL
 OZ0896
 OZ0896  NAD 83(1986)-  43 30 52.20872(N)    115 45 05.18310(W) AD(       ) 3
 OZ0896  NGVD 29 (02/23/89) 1636.3    (m)         5368.     (f) VERT ANG       
 OZ0896
 OZ0896.Superseded values are not recommended for survey control.
 OZ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0896.See file dsdata.txt to determine how the superseded data were derived.
 OZ0896
 OZ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ0091518709(NAD 83)
 OZ0896_MARKER: DS = TRIANGULATION STATION DISK
 OZ0896_SETTING: 0 = UNSPECIFIED SETTING
 OZ0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0896
 OZ0896  HISTORY     - Date     Condition        Report By
 OZ0896  HISTORY     - 1959     MONUMENTED       USGS
 OZ0896
 OZ0896                          STATION DESCRIPTION
 OZ0896
 OZ0896'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OZ0896'LOCATED ABOUT 15 MI. NW. OF LONG TOM RESERVOIR, ABOUT 8 MI. (AIRLINE)
 OZ0896'NE. OF MAYFIELD, ON THE S. END OF A HIGH RIDGE ON THE SW. SIDE OF
 OZ0896'BIG FIDDLER CORNER.
 OZ0896'
 OZ0896'TO REACH FROM THE CAPITAL BLDG. IN BOISE, DRIVE 11 MI. SE. ALONG
 OZ0896'HIGHWAY 20, 26 AND 30 TO A RD. FORK, TAKE LEFT FORK FOR 17 MI. TO A
 OZ0896'RD. FORK IN A FLAT TO THE RIGHT, TAKE RIGHT FORK 1.8 MI. TO A HOUSE,
 OZ0896'CONTINUE ALONG RD. 2.5 MI. TO AN OLD RANCH, CONTINUE ALONG RD. 0.2
 OZ0896'MI. TO END OF RD. IN MEADOW.  LEAVE TRUCK AND PACK W. UP OLD TRAIL
 OZ0896'TO A FENCE, CROSS FENCE AND CLIMB TO HIGHEST POINT AND STATION.  ABOUT
 OZ0896'A 1 HOUR AND 50 MINUTE PACK.
 OZ0896'
 OZ0896'STATION REACHED BY HELICOPTER.
 OZ0896'
 OZ0896'STATION MARK--STANDARD TABLET STAMPED---FIDDLER 1959---, SET IN SOLID
 OZ0896'ROCK.
 OZ0896'
 OZ0896'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER STAMPED---NO 1---, SET
 OZ0896'IN ROCK, 9.72 FT. FROM STATION MARK IN BEARING 58 DEG. N. 15 MIN. S.
 OZ0896'
 OZ0896'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER STAMPED---NO 2---, SET
 OZ0896'IN ROCK, 9.84 FT. FROM STATION MARK IN BEARING 66 DEG. S. 55 MIN. E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1083 ***********************************************************************
 NV1083  DESIGNATION -  FILER
 NV1083  PID         -  NV1083
 NV1083  STATE/COUNTY-  ID/TWIN FALLS
 NV1083  USGS QUAD   -  FILER (1992)
 NV1083
 NV1083                         *CURRENT SURVEY CONTROL
 NV1083  ___________________________________________________________________
 NV1083* NAD 83(1992)-  42 36 19.96457(N)    114 34 28.79142(W)     ADJUSTED  
 NV1083* NAVD 88     -      1105.5    (meters)    3627.     (feet)  VERTCON   
 NV1083  ___________________________________________________________________
 NV1083  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 NV1083  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 NV1083
 NV1083  HORZ ORDER  -  FIRST
 NV1083
 NV1083.The horizontal coordinates were established by classical geodetic methods
 NV1083.and adjusted by the National Geodetic Survey in July 1992..
 NV1083
 NV1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1083
 NV1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1083
 NV1083.The geoid height was determined by GEOID03.
 NV1083
 NV1083;                    North         East     Units Scale Factor Converg.
 NV1083;SPC ID C     -   104,441.460   452,845.103   MT  0.99997472   -0 23 20.5
 NV1083;UTM  11      - 4,719,864.206   698,950.022   MT  1.00008700   +1 38 32.5
 NV1083
 NV1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1083!SPC ID C     -   0.99982907  x   0.99997472  =   0.99980380
 NV1083!UTM  11      -   0.99982907  x   1.00008700  =   0.99991606
 NV1083
 NV1083:                Primary Azimuth Mark                     Grid Az
 NV1083:SPC ID C     -  TWIN FALLS AMALG SUGAR CO STK            125 07 09.5
 NV1083:UTM  11      -  TWIN FALLS AMALG SUGAR CO STK            123 05 16.5
 NV1083
 NV1083|---------------------------------------------------------------------|
 NV1083| PID    Reference Object                     Distance      Geod. Az  |
 NV1083|                                                           dddmmss.s |
 NV1083| NV1021 TWIN FALLS AMALG SUGAR CO STK       APPROX.14.3 KM 1244349.0 |
 NV1083| NV1023 TWIN FALLS JEROME CREAMERY STK      APPROX. 9.8 KM 1262343.4 |
 NV1083| NV1085 TWIN FALLS KTFI RADIO TOWER         APPROX. 5.4 KM 1520012.7 |
 NV1083| CD5064 FILER AZ MK RESET                                  1812732.3 |
 NV1083| CD5066 FILER RM 2                           36.632 METERS 20054     |
 NV1083| CD5063 FILER AZ MK                                        2120727.3 |
 NV1083| CD5065 FILER RM 1                           34.992 METERS 35819     |
 NV1083|---------------------------------------------------------------------|
 NV1083
 NV1083                          SUPERSEDED SURVEY CONTROL
 NV1083
 NV1083  NAD 83(1986)-  42 36 19.96283(N)    114 34 28.78886(W) AD(       ) 1
 NV1083  NAD 27      -  42 36 20.29800(N)    114 34 25.63800(W) AD(       ) 1
 NV1083  NGVD 29 (07/19/86) 1104.6    (m)         3624.     (f) VERT ANG       
 NV1083
 NV1083.Superseded values are not recommended for survey control.
 NV1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1083.See file dsdata.txt to determine how the superseded data were derived.
 NV1083
 NV1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9895019864(NAD 83)
 NV1083_MARKER: Z = SEE DESCRIPTION
 NV1083_SETTING: 0 = UNSPECIFIED SETTING
 NV1083
 NV1083  HISTORY     - Date     Condition        Report By
 NV1083  HISTORY     - 1946     MONUMENTED       CGS
 NV1083  HISTORY     - 1955     SEE DESCRIPTION  CGS
 NV1083
 NV1083                          STATION DESCRIPTION
 NV1083
 NV1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1083'STATION IS LOCATED ABOUT 4 MILES NW OF TWIN FALLS, 5 MILES
 NV1083'ENE OF FILER, AND 2 MILES N OF U.S. HIGHWAY 30.
 NV1083'
 NV1083'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A 12-BY
 NV1083'12-INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE
 NV1083'GROUND.  DISK IS STAMPED FILER 1946.  THE MARK IS 60 FEET S
 NV1083'OF A GATE LEADING TO A FARM HOME, 23 FEET E OF THE CENTER OF
 NV1083'THE ROAD, AND 3 FEET W OF A N-AND-S FENCE LINE.  UNDERGROUND
 NV1083'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 NV1083'
 NV1083'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 NV1083'OF A 12- BY 12-INCH CONCRETE POST PROJECTING ABOUT 6 INCHES
 NV1083'ABOVE THE GROUND.  IT IS 55 FEET N OF THE GATE LEADING INTO
 NV1083'THE FARMHOUSE, 20 FEET E OF THE CENTER OF THE ROAD, 5 FEET
 NV1083'W OF THE FENCE LINE, AND 3 FEET S OF A WHITE REFERENCE POST.
 NV1083'DISK IS STAMPED FILER NO 1 1946.
 NV1083'
 NV1083'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 NV1083'A 12- BY 12-INCH CONCRETE POST PROJECTING ABOUT 6 INCHES
 NV1083'ABOVE THE GROUND.  IT IS 18 FEET W OF THE CENTER OF THE ROAD,
 NV1083'3 FEET E OF THE FENCE LINE, AND AT ABOUT THE SAME ELEVATION
 NV1083'AS THE STATION.  DISK IS STAMPED FILER NO 2 1946.
 NV1083'
 NV1083'AZIMUTH MARK IS A BRONZE DISK SET IN THE TOP OF ABUTMENT,
 NV1083'2 FEET ABOVE THE GROUND.  IT IS 0.85 MILE S AND 0.5 MILE W OF THE
 NV1083'STATION, 12 FEET N OF THE CENTER OF THE ROAD, 12 FEET S OF THE
 NV1083'FENCE LINE, 5 FEET W OF THE CENTER OF THE SPILLWAY, AND 1 FOOT
 NV1083'N OF THE S EDGE OF THE ABUTMENT.  DISK IS STAMPED FILER 1946.
 NV1083'
 NV1083'TO REACH THE STATION FROM THE POST OFFICE IN TWIN FALLS,
 NV1083'GO N AND W ON U.S. HIGHWAY 30 TOWARD FILER FOR 4.6 MILES.
 NV1083'TURN RIGHT (N) JUST BEFORE CROSSING THE RAILROAD AND GO 2 MILES
 NV1083'TO A T-ROAD.  TURN LEFT (W) FOR 1.0 MILE TO A CROSS ROAD.  TURN
 NV1083'RIGHT (N) AND GO 0.85 MILE TO THE STATION ON THE RIGHT AS
 NV1083'DESCRIBED ABOVE.
 NV1083'
 NV1083'THE SUBSTITUTE CONTROL STATION HERE WAS THE CENTER OF A CULVERT
 NV1083'OVER AN IRRIGATION DITCH WHICH LEADS INTO A FARM HOME.  IT IS
 NV1083'19.0 METERS N OF STATION FILER AND ABOUT 0.7 METER HIGHER THAN
 NV1083'STATION FILER.
 NV1083
 NV1083                          STATION RECOVERY (1955)
 NV1083
 NV1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LSB)
 NV1083'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 NV1083'MARK WERE RECOVERED AS DESCRIBED AND WERE FOUND TO BE IN GOOD
 NV1083'CONDITION.
 NV1083'
 NV1083'THIS STATION WAS OCCUPIED TO RESET AN AZIMUTH MARK IN COMPLIANCE
 NV1083'WITH A REQUEST OF A LOCAL ENGINEER TO REMOVE THE ORIGINAL
 NV1083'AZIMUTH MARK.  THE ORIGINAL AZIMUTH MARK WAS DESTROYED THIS
 NV1083'DATE AND A NEW AZIMUTH MARK ESTABLISHED AS DESCRIBED BELOW.
 NV1083'
 NV1083'THE AZIMUTH MARK, A STANDARD DISK STAMPED FILER 1946 RESET
 NV1083'1955, IS SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 12-INCHES
 NV1083'IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 NV1083'THE MARK IS 34 FEET NORTHWEST OF THE CENTERLINE OF OILED
 NV1083'ROAD AT THE INTERSECTION OF A CANAL DITCH, 23 FEET WEST OF THE
 NV1083'CENTERLINE OF OILED ROAD, 2 FEET EAST OF FENCE LINE, AND 2 FEET
 NV1083'NORTH OF A 4 X 4-INCH WITNESS POST.  IT IS ALONG THE ROUTE,
 NV1083'AND 0.3 MILE SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1086 ***********************************************************************
 NV1086  DESIGNATION -  FILER EAST BASE
 NV1086  PID         -  NV1086
 NV1086  STATE/COUNTY-  ID/TWIN FALLS
 NV1086  USGS QUAD   -  FILER (1992)
 NV1086
 NV1086                         *CURRENT SURVEY CONTROL
 NV1086  ___________________________________________________________________
 NV1086* NAD 83(1992)-  42 34 15.27955(N)    114 34 11.89402(W)     ADJUSTED  
 NV1086* NAVD 88     -      1141.3    (meters)    3744.     (feet)  VERTCON   
 NV1086  ___________________________________________________________________
 NV1086  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 NV1086  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 NV1086
 NV1086  HORZ ORDER  -  FIRST
 NV1086
 NV1086.The horizontal coordinates were established by classical geodetic methods
 NV1086.and adjusted by the National Geodetic Survey in July 1992..
 NV1086
 NV1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1086
 NV1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1086
 NV1086.The geoid height was determined by GEOID03.
 NV1086
 NV1086;                    North         East     Units Scale Factor Converg.
 NV1086;SPC ID C     -   100,591.652   453,204.354   MT  0.99997430   -0 23 08.1
 NV1086;UTM  11      - 4,716,029.111   699,445.523   MT  1.00008943   +1 38 40.1
 NV1086
 NV1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1086!SPC ID C     -   0.99982346  x   0.99997430  =   0.99979776
 NV1086!UTM  11      -   0.99982346  x   1.00008943  =   0.99991287
 NV1086
 NV1086|---------------------------------------------------------------------|
 NV1086| PID    Reference Object                     Distance      Geod. Az  |
 NV1086|                                                           dddmmss.s |
 NV1086| CD5068 FILER EAST BASE RM 1                 24.937 METERS 02536     |
 NV1086| CD5069 FILER EAST BASE RM 2                 25.780 METERS 25110     |
 NV1086| CD5067 FILER EAST BASE AZ MK                              2715642.2 |
 NV1086|---------------------------------------------------------------------|
 NV1086
 NV1086                          SUPERSEDED SURVEY CONTROL
 NV1086
 NV1086  NAD 83(1986)-  42 34 15.27777(N)    114 34 11.89137(W) AD(       ) 1
 NV1086  NAD 27      -  42 34 15.61200(N)    114 34 08.74300(W) AD(       ) 1
 NV1086  NGVD 29 (07/19/86) 1140.4    (m)         3741.     (f) VERT ANG       
 NV1086
 NV1086.Superseded values are not recommended for survey control.
 NV1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1086.See file dsdata.txt to determine how the superseded data were derived.
 NV1086
 NV1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9944616029(NAD 83)
 NV1086_MARKER: Z = SEE DESCRIPTION
 NV1086_SETTING: 0 = UNSPECIFIED SETTING
 NV1086
 NV1086  HISTORY     - Date     Condition        Report By
 NV1086  HISTORY     - 1946     MONUMENTED       CGS
 NV1086  HISTORY     - 1946     SEE DESCRIPTION  CGS
 NV1086
 NV1086                          STATION DESCRIPTION
 NV1086
 NV1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1086'STATION IS LOCATED ABOUT 2-1/2 MILES E OF FILER AND IN A FIELD
 NV1086'ALONG THE N SIDE OF THE UNION PACIFIC RAILROAD TRACK.
 NV1086'
 NV1086'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 NV1086'MONUMENT PROJECTING ABOUT 6 INCHES AND IS STAMPED FILER EAST
 NV1086'BASE 1946.  IT IS NEAR THE SE CORNER OF THE FIELD, 11 FEET
 NV1086'W OF A N-S FENCE LINE, 58 FEET N OF AN E-W FENCE LINE, AND
 NV1086'130 FEET N OF THE N RAIL OF THE SINGLE TRACK RAILROAD.  A 4-INCH
 NV1086'SQUARE WHITE WITNESS POST PROJECTING ABOUT 2 FEET IS SET 9-1/2
 NV1086'FEET E BY S OF THE STATION.  UNDERGROUND MARK IS A BRONZE
 NV1086'STATION DISK SET IN CONCRETE.
 NV1086'
 NV1086'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 NV1086'MONUMENT PROJECTING ABOUT 4 INCHES AND IS STAMPED FILER
 NV1086'EAST BASE NO 1 1946.  IT IS NNE OF THE STATION, 4 FEET W OF
 NV1086'A N-S FENCE LINE, AND 13 FEET SW OF A FENCE CORNER.
 NV1086'
 NV1086'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 NV1086'MONUMENT PROJECTING ABOUT 6 INCHES AND IS STAMPED FILER EAST
 NV1086'BASE NO 2 1946.  IT IS WSW OF THE STATION, 12 FEET N OF A FENCE
 NV1086'LINE, 60 FEET N OF THE N RAIL OF THE RAILROAD TRACK, AND 79
 NV1086'FEET W BY N OF A FENCE CORNER.
 NV1086'
 NV1086'AZIMUTH MARK IS ABOUT 0.3 MILE W OF THE STATION.  IT IS A
 NV1086'STATE SURVEY STATION DISK SET FLUSH IN THE HEAD WALL OF A
 NV1086'CONCRETE SYPHON AND IS STAMPED F 3419.  IT IS 39-1/2 FEET E OF
 NV1086'THE CENTER OF SECTION-LINE ROAD AND 15 FEET S OF THE S RAIL
 NV1086'OF THE RAILROAD TRACK.
 NV1086'
 NV1086'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30
 NV1086'AND 93 AT WEST 5 POINTS IN TWIN FALLS, GO W ON HIGHWAY 30 FOR 4.9
 NV1086'MILES TO A CROSS ROAD.  TURN RIGHT ON DIRT ROAD AND GO N 0.5
 NV1086'MILE TO THE UNION PACIFIC RAILROAD TRACK, CONTINUE N FOR 0.1
 NV1086'MILE TO A FIELD GATE ON THE RIGHT.  TURN RIGHT THROUGH THE
 NV1086'GATE AND FOLLOW TRACK ROAD SE 0.4 MILE TO THE SE CORNER OF THE
 NV1086'FIELD AND THE STATION AS DESCRIBED.
 NV1086
 NV1086                          STATION RECOVERY (1946)
 NV1086
 NV1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (FRG)
 NV1086'STATION RECOVERED AS DESCRIBED BY C. LE FEVER EXCEPT THAT THE
 NV1086'WHITE WITNESS POST IS SOUTHEAST OF THE STATION.  ALL MARKS
 NV1086'IN GOOD CONDITION.
 NV1086'
 NV1086'STATION IS NOT A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1084 ***********************************************************************
 NV1084  DESIGNATION -  FILER WEST BASE
 NV1084  PID         -  NV1084
 NV1084  STATE/COUNTY-  ID/TWIN FALLS
 NV1084  USGS QUAD   -  FILER (1992)
 NV1084
 NV1084                         *CURRENT SURVEY CONTROL
 NV1084  ___________________________________________________________________
 NV1084* NAD 83(1992)-  42 34 22.55765(N)    114 37 28.92728(W)     ADJUSTED  
 NV1084* NAVD 88     -      1147.5    (meters)    3765.     (feet)  VERTCON   
 NV1084  ___________________________________________________________________
 NV1084  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 NV1084  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 NV1084
 NV1084  HORZ ORDER  -  FIRST
 NV1084
 NV1084.The horizontal coordinates were established by classical geodetic methods
 NV1084.and adjusted by the National Geodetic Survey in July 1992..
 NV1084
 NV1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1084
 NV1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1084
 NV1084.The geoid height was determined by GEOID03.
 NV1084
 NV1084;                    North         East     Units Scale Factor Converg.
 NV1084;SPC ID C     -   100,847.914   448,712.441   MT  0.99997972   -0 25 21.5
 NV1084;UTM  11      - 4,716,126.100   694,946.894   MT  1.00006760   +1 36 26.9
 NV1084
 NV1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1084!SPC ID C     -   0.99982250  x   0.99997972  =   0.99980222
 NV1084!UTM  11      -   0.99982250  x   1.00006760  =   0.99989008
 NV1084
 NV1084:                Primary Azimuth Mark                     Grid Az
 NV1084:SPC ID C     -  FILER WEST BASE AZ MK                    092 11 34.4
 NV1084:UTM  11      -  FILER WEST BASE AZ MK                    090 09 46.0
 NV1084
 NV1084|---------------------------------------------------------------------|
 NV1084| PID    Reference Object                     Distance      Geod. Az  |
 NV1084|                                                           dddmmss.s |
 NV1084| CD5070 FILER WEST BASE AZ MK                              0914612.9 |
 NV1084| CD5072 FILER WEST BASE RM 2                 36.300 METERS 20207     |
 NV1084| CD5071 FILER WEST BASE RM 1                 23.290 METERS 35921     |
 NV1084|---------------------------------------------------------------------|
 NV1084
 NV1084                          SUPERSEDED SURVEY CONTROL
 NV1084
 NV1084  NAD 83(1986)-  42 34 22.55580(N)    114 37 28.92469(W) AD(       ) 1
 NV1084  NAD 27      -  42 34 22.89100(N)    114 37 25.77100(W) AD(       ) 1
 NV1084  NGVD 29 (07/19/86) 1146.6    (m)         3762.     (f) VERT ANG       
 NV1084
 NV1084.Superseded values are not recommended for survey control.
 NV1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1084.See file dsdata.txt to determine how the superseded data were derived.
 NV1084
 NV1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9494716126(NAD 83)
 NV1084_MARKER: Z = SEE DESCRIPTION
 NV1084_SETTING: 0 = UNSPECIFIED SETTING
 NV1084
 NV1084  HISTORY     - Date     Condition        Report By
 NV1084  HISTORY     - 1946     MONUMENTED       CGS
 NV1084
 NV1084                          STATION DESCRIPTION
 NV1084
 NV1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1084'STATION IS LOCATED ABOUT 1 MILE W OF FILER, 0.25 MILE W OF
 NV1084'A CURVE IN THE RAILROAD TRACKS, AND ABOUT MIDWAY BETWEEN THE
 NV1084'TRACKS AND ROAD TO THE S, IN A FENCE LINE BETWEEN TWO CULTIVATED
 NV1084'FIELDS.
 NV1084'
 NV1084'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A 12-BY
 NV1084'12-INCH CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE GROUND.  DISK
 NV1084'IS STAMPED FILER WEST BASE 1946.  THE MARK IS 105 FEET N OF
 NV1084'A FENCE CORNER, 10 FEET N OF A WHITE REFERENCE POST, AND 2
 NV1084'FEET E OF A N-AND-S FENCE LINE.  UNDERGROUND MARK IS A BRONZE
 NV1084'STATION DISK SET IN CONCRETE.
 NV1084'
 NV1084'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 NV1084'OF A 12- BY 12-INCH CONCRETE POST PROJECTING ABOUT 4 INCHES
 NV1084'ABOVE THE GROUND.  IT IS 1 FOOT E OF A FENCE LINE AND ABOUT
 NV1084'1 FOOT LOWER THAN THE STATION.  DISK IS STAMPED FILER WEST
 NV1084'BASE NO 1 1946.
 NV1084'
 NV1084'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 NV1084'OF A 12- BY 12-INCH CONCRETE POST PROJECTING ABOUT 3 INCHES
 NV1084'ABOVE THE GROUND.  IT IS 62 FEET W OF A FENCE CORNER, 1 FOOT
 NV1084'N OF A FENCE LINE, AND ABOUT 2 FEET HIGHER THAN THE STATION.
 NV1084'DISK IS STAMPED FILER WEST BASE NO 2 1946.
 NV1084'
 NV1084'AZIMUTH MARK IS A STATE SURVEY BENCH-MARK DISK SET IN THE TOP
 NV1084'OF A 6- BY 6-INCH CONCRETE POST PROJECTING ABOUT 10 INCHES
 NV1084'ABOVE THE GROUND.  IT IS 60 FEET NE OF ABUTMENT 66.51, 45
 NV1084'FEET NE OF A SWITCH, 36 FEET N OF THE N RAIL, AND 16 FEET S OF
 NV1084'THE RIGHT-OF-WAY FENCE.  DISK IS STAMPED STATION NO F-3421.
 NV1084'
 NV1084'TO REACH THE STATION FROM THE RAILROAD CROSSING ON U.S. HIGHWAY
 NV1084'30 AT THE NW EDGE OF FILER, GO S FOR 0.1 MILE TO A DIRT ROAD
 NV1084'TO THE RIGHT.  TURN RIGHT (W) AND GO 0.55 MILE TO A LANE
 NV1084'ON THE E SIDE OF A FARMHOUSE.  TURN RIGHT (N) INTO THE LANE
 NV1084'AND GO 0.1 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND BEAR
 NV1084'RIGHT (NE) TO THE NE CORNER OF THE PASTURE AND THE STATION AS
 NV1084'DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0955 ***********************************************************************
 OZ0955  DESIGNATION -  FINCH
 OZ0955  PID         -  OZ0955
 OZ0955  STATE/COUNTY-  ID/LINCOLN
 OZ0955  USGS QUAD   -  THORN CREEK RESERVOIR (1986)
 OZ0955
 OZ0955                         *CURRENT SURVEY CONTROL
 OZ0955  ___________________________________________________________________
 OZ0955* NAD 83(1994)-  43 09 36.48373(N)    114 33 41.75890(W)     ADJUSTED  
 OZ0955* NAVD 88     -      1797.8    (meters)    5898.     (feet)  VERTCON   
 OZ0955  ___________________________________________________________________
 OZ0955  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 OZ0955  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 OZ0955
 OZ0955  HORZ ORDER  -  SECOND
 OZ0955
 OZ0955.The horizontal coordinates were established by classical geodetic methods
 OZ0955.and adjusted by the National Geodetic Survey in June 1998..
 OZ0955
 OZ0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0955
 OZ0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0955
 OZ0955.The geoid height was determined by GEOID03.
 OZ0955
 OZ0955;                    North         East     Units Scale Factor Converg.
 OZ0955;SPC ID C     -   166,040.751   454,328.074   MT  0.99997302   -0 23 03.0
 OZ0955;UTM  11      - 4,781,484.083   698,237.014   MT  1.00008345   +1 40 06.6
 OZ0955
 OZ0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0955!SPC ID C     -   0.99972037  x   0.99997302  =   0.99969340
 OZ0955!UTM  11      -   0.99972037  x   1.00008345  =   0.99980380
 OZ0955
 OZ0955:                Primary Azimuth Mark                     Grid Az
 OZ0955:SPC ID C     -  KELLY 2                                  012 07 20.7
 OZ0955:UTM  11      -  KELLY 2                                  010 04 11.1
 OZ0955
 OZ0955|---------------------------------------------------------------------|
 OZ0955| PID    Reference Object                     Distance      Geod. Az  |
 OZ0955|                                                           dddmmss.s |
 OZ0955| OZ0948 KELLY 2                             APPROX.37.7 KM 0114417.7 |
 OZ0955| CD5074 FINCH RM 2                            6.262 METERS 02955     |
 OZ0955| CD5073 FINCH RM 1                            3.659 METERS 30042     |
 OZ0955|---------------------------------------------------------------------|
 OZ0955
 OZ0955                          SUPERSEDED SURVEY CONTROL
 OZ0955
 OZ0955  NAD 83(1992)-  43 09 36.48373(N)    114 33 41.75890(W) AD(       ) 2
 OZ0955  NAD 83(1986)-  43 09 36.48066(N)    114 33 41.75478(W) AD(       ) 2
 OZ0955  NAD 27      -  43 09 36.82972(N)    114 33 38.57140(W) AD(       ) 2
 OZ0955  NGVD 29 (07/19/86) 1796.8    (m)         5895.     (f) VERT ANG       
 OZ0955
 OZ0955.Superseded values are not recommended for survey control.
 OZ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0955.See file dsdata.txt to determine how the superseded data were derived.
 OZ0955
 OZ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9823781484(NAD 83)
 OZ0955_MARKER: DD = SURVEY DISK
 OZ0955_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0955_SP_SET: SET IN ROCK OUTCROP
 OZ0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0955+STABILITY: POSITION/ELEVATION WELL
 OZ0955
 OZ0955  HISTORY     - Date     Condition        Report By
 OZ0955  HISTORY     - 1956     MONUMENTED       USGS
 OZ0955  HISTORY     - 1970     GOOD             USGS
 OZ0955
 OZ0955                          STATION DESCRIPTION
 OZ0955
 OZ0955'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ0955'LOCATED ABOUT 17.2 MI. (AIRLINE) SE. OF FAIRFIELD, 16.5 MI. NW. OF
 OZ0955'SHOSHONE, 16.5 MI. NE. OF GOODING, ON THE HIGHEST OF THREE SMALL TOPS.
 OZ0955'
 OZ0955'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 68 AND STATE HIGHWAY 46
 OZ0955'(5 MI. E. OF FAIRFIELD), GO S. ON STATE HIGHWAY 46 FOR 11.4 MI. TO
 OZ0955'CAMAS-GOODING COUNTY LINE, CONTINUE S. FOR 1.0 MI. TO DIRT RD. (E.)
 OZ0955'WITH SIGN --THORNE CREEK RES--, TURN LEFT ON DIRT RD. FOR 1.8 MI. TO
 OZ0955'Y-RD. AND SIGN --THORNE CK RES 3-1/2--, TAKE RIGHT FORK 0.5 MI. TO
 OZ0955'POWER LINE, CONTINUE 0.9 MI. TO CATTLEGUARD, CONTINUE 0.15 MI. TO
 OZ0955'Y-RD., TAKE LEFT FORK 0.45 MI. TO T-RD., TAKE RIGHT FORK 0.4 MI. TO
 OZ0955'T-RD., CONTINUE FOR 0.2 MI. TO CENTER OF EARTH DAM, CONTINUE FOR 0.2
 OZ0955'MI. TO REVERSE Y-RD., CONTINUE STRAIGHT AHEAD FOR 2.4 MI. TO SMALL
 OZ0955'RESERVOIR ON LEFT, CONTINUE FOR 1.1 MI. TO REVERSE Y-RD., CONTINUE
 OZ0955'STRAIGHT AHEAD FOR 0.9 MI. TO REVERSE Y-RD., CONTINUE STRAIGHT AHEAD
 OZ0955'FOR 0.3 MI. TO FREDRICKSON RESERVOIR, CONTINUE AROUND S. SIDE OF
 OZ0955'RESERVOIR FOR 0.2 MI. TO TRACK RD. W., TURN RIGHT ON TRACK RD. FOR
 OZ0955'0.2 MI. TO END OF TRUCK TRAVEL.  PACK S. ABOUT 1500 FT. TO TOP AND
 OZ0955'STATION.
 OZ0955'
 OZ0955'STATION MARK--STANDARD USGS TABLET STAMPED---FINCH 1956---, CEMENTED
 OZ0955'IN LARGE ROCK.
 OZ0955'
 OZ0955'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED---1
 OZ0955'FINCH 1956---, CEMENTED IN ROCK 0.9 FT. BELOW STATION MARK, 12.00 FT.
 OZ0955'FROM STATION MARK, N 59 DEG 18 MIN W.
 OZ0955'
 OZ0955'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---2
 OZ0955'FINCH 1956---, CEMENTED IN ROCK 1.2 FT. BELOW STATION MARK, 20.55 FT.
 OZ0955'FROM STATION MARK, N 29 DEG 55 MIN E.
 OZ0955
 OZ0955                          STATION RECOVERY (1970)
 OZ0955
 OZ0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OZ0955'RM 1 TO RM 2 NOT MEASURED.
 OZ0955'
 OZ0955'LOCATED ABOUT 17.2 MI (AIRLINE) SE. OF FAIRFIELD.  16.5 MI
 OZ0955'NW. OF SHOSHONE.  16.5 MI NE. OF GOODING.  ON THE HIGHEST OF
 OZ0955'THREE SMALL TOPS.
 OZ0955'
 OZ0955'TO REACH FROM THE JCT. OF STATE HIGHWAY 68 AND STATE HIGHWAY
 OZ0955'46 (5 MI E. OF FAIRFIELD) GO S. ON STATE HIGHWAY 46 FOR 11.4 MI
 OZ0955'TO CAMAS-GOODING COUNTY LINE.  CONTINUE S. FOR 1.0 MI TO DIRT
 OZ0955'RD. (E.) WITH SIGN (THORNE CREEK RES).  TURN LEFT ON DIRT
 OZ0955'RD. FOR 1.8 MI TO Y-RD. AND SIGN (THORNE CK RES 3-1/2).  TAKE
 OZ0955'RIGHT FORK 0.5 MI TO POWER LINE.  CONTINUE 0.9 MI TO
 OZ0955'CATTLEGUARD.  CONTINUE 0.15 MI TO Y-RD.  TAKE LEFT FORK 0.45
 OZ0955'MI TO T-RD.  TAKE RIGHT FORK 0.4 MI TO T-RD.  CONTINUE FOR
 OZ0955'0.2 MI TO CENTER OF EARTH DAM.  CONTINUE FOR 0.2 MI TO
 OZ0955'REVERSE Y-RD.  CONTINUE STRAIGHT AHEAD FOR 2.4 MI TO SMALL
 OZ0955'RESERVOIR ON LEFT.  CONTINUE FOR 1.1 MI TO REVERSE Y-RD.
 OZ0955'CONTINUE STRAIGHT AHEAD FOR 0.9 MI TO REVERSE Y-RD.
 OZ0955'CONTINUE STRAIGHT AHEAD FOR 0.3 MI TO FREDRICKSON RESERVOIR.
 OZ0955'CONTINUE AROUND SOUTH SIDE OF RESERVOIR FOR 0.2 MI TO
 OZ0955'TRACK RD. W.  TURN RIGHT ON TRACK RD. FOR 0.2 MI TO END OF
 OZ0955'TRUCK TRAVEL.  PACK S. ABOUT 1500 FT TO TOP AND STATION.
 OZ0955'
 OZ0955'STATION MARK--STANDARD USGS TABLET STAMPED FINCH 1956 CEMENTED
 OZ0955'IN LARGE ROCK.
 OZ0955'
 OZ0955'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 OZ0955'STAMPED 1 FINCH 1956 CEMENTED IN ROCK 0.9 FT BELOW STATION
 OZ0955'MARK.
 OZ0955'
 OZ0955'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OZ0955'2 FINCH 1956 CEMENTED IN ROCK, 1.2 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1281 ***********************************************************************
 RA1281  DESIGNATION -  FINGERS
 RA1281  PID         -  RA1281
 RA1281  STATE/COUNTY-  ID/IDAHO
 RA1281  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA1281
 RA1281                         *CURRENT SURVEY CONTROL
 RA1281  ___________________________________________________________________
 RA1281* NAD 83(1992)-  45 24 19.33886(N)    116 00 40.80791(W)     ADJUSTED  
 RA1281* NAVD 88     -      1498.4    (meters)    4916.     (feet)  VERTCON   
 RA1281  ___________________________________________________________________
 RA1281  LAPLACE CORR-           7.34  (seconds)                    DEFLEC99
 RA1281  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 RA1281
 RA1281  HORZ ORDER  -  SECOND
 RA1281
 RA1281.The horizontal coordinates were established by classical geodetic methods
 RA1281.and adjusted by the National Geodetic Survey in July 1992..
 RA1281
 RA1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1281
 RA1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1281
 RA1281.The geoid height was determined by GEOID03.
 RA1281
 RA1281;                    North         East     Units Scale Factor Converg.
 RA1281;SPC ID W     -   415,387.686   779,541.699   MT  0.99993848   -0 11 09.9
 RA1281;UTM  11      - 5,028,459.052   577,370.425   MT  0.99967360   +0 42 14.6
 RA1281
 RA1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1281!SPC ID W     -   0.99976753  x   0.99993848  =   0.99970602
 RA1281!UTM  11      -   0.99976753  x   0.99967360  =   0.99944120
 RA1281
 RA1281|---------------------------------------------------------------------|
 RA1281| PID    Reference Object                     Distance      Geod. Az  |
 RA1281|                                                           dddmmss.s |
 RA1281| CH7349 FINGERS RM 1                          4.100 METERS 03126     |
 RA1281| CH7348 FINGERS AZ MK                                      2605559.6 |
 RA1281| CH7350 FINGERS RM 2                          4.695 METERS 33110     |
 RA1281|---------------------------------------------------------------------|
 RA1281
 RA1281                          SUPERSEDED SURVEY CONTROL
 RA1281
 RA1281  NAD 83(1986)-  45 24 19.33967(N)    116 00 40.80478(W) AD(       ) 2
 RA1281  NAD 27      -  45 24 19.70791(N)    116 00 37.34073(W) AD(       ) 2
 RA1281  NGVD 29 (07/19/86) 1497.3    (m)         4912.     (f) VERT ANG       
 RA1281
 RA1281.Superseded values are not recommended for survey control.
 RA1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1281.See file dsdata.txt to determine how the superseded data were derived.
 RA1281
 RA1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL7737028459(NAD 83)
 RA1281_MARKER: DS = TRIANGULATION STATION DISK
 RA1281_SETTING: 0 = UNSPECIFIED SETTING
 RA1281
 RA1281  HISTORY     - Date     Condition        Report By
 RA1281  HISTORY     - 1945     MONUMENTED       CGS
 RA1281
 RA1281                          STATION DESCRIPTION
 RA1281
 RA1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1281'STATION IS LOCATED IN THE PAYETTE NATIONAL FOREST, IN THE SE 1/4
 RA1281'SEC. 19, T. 24 N., R. 4 E.  IT IS ON THE S POINT OF A SHORT RIDGE
 RA1281'RUNNING N AND S WITH TIMBER ON ITS E AND W SLOPES AND BARE ALONG
 RA1281'THE TOP.  IT LIES BETWEEN FRENCH CREEK AND THE E FORK OF FALL
 RA1281'CREEK.  IT IS ABOUT 0.3 MILE N OF WHERE THE ROAD TOPS OUT INTO A
 RA1281'SADDLE.  IT IS ON THE CREST OF THE RIDGE AND IS WHERE IT STARTS
 RA1281'SLOPING TO THE S.
 RA1281'
 RA1281'STATION MARK IS A BRONZE STATION DISK BRAZED TO THE TOP OF A 3-INCH
 RA1281'CAST-IRON SOIL PIPE THAT PROJECTS 3 INCHES.  DISK IS STAMPED FINGERS
 RA1281'1945.
 RA1281'
 RA1281'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER (2-1/2
 RA1281'BY 3 FEET) THAT PROJECTS 2-1/2 FEET AND IS 3 FEET HIGHER THAN
 RA1281'STATION ELEVATION.  DISK IS STAMPED FINGERS NO 1 1945.
 RA1281'
 RA1281'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER FLUSH
 RA1281'WITH THE GROUND AND IS AT THE SAME ELEVATION AS THE STATION.  DISK
 RA1281'IS STAMPED FINGERS NO 2 1945.
 RA1281'
 RA1281'AZIMUTH MARK IS 1.4 MILES W, BY ROAD, FROM THE END OF TRUCK TRAVEL.
 RA1281'IT IS A BRONZE AZIMUTH DISK SET IN A 3- BY 4-FOOT ROCK PROJECTING
 RA1281'5 FEET.  IT IS ON THE INSIDE OF A LOOP IN THE ROAD.  IT IS 25 FEET
 RA1281'E OF THE CENTER LINE OF THE ROAD AND 3 FEET S OF A LARGE PINE TREE
 RA1281'THAT BEARS A LARGE TRIANGULAR BLAZE.  DISK IS STAMPED FINGERS
 RA1281'1945.  TO REACH FROM THE END OF TRUCK TRAVEL, GO W DOWN THE ROAD,
 RA1281'TOWARDS FRENCH CREEK POST OFFICE, FOR 1.4 MILES TO THE AZIMUTH
 RA1281'MARK AS DESCRIBED.
 RA1281'
 RA1281'TO REACH STATION FROM THE POST OFFICE IN RIGGINS, GO S ON U.S.
 RA1281'HIGHWAY 95 FOR 0.95 MILE TO A T-ROAD LEFT.  TURN LEFT (E) AND CROSS
 RA1281'BRIDGE OVER THE LITTLE SALMON RIVER.  FOLLOW THE MAIN TRAVELED
 RA1281'ROAD UP THE SALMON RIVER FOR 18.85 MILES TO A T-INTERSECTION, JUST
 RA1281'AFTER PASSING THE OLD STORE AND POST OFFICE AT FRENCH
 RA1281'CREEK.  TURN RIGHT (S) AND GO UP FRENCH CREEK AND THEN UP
 RA1281'SWITCH-BACKS, KEEPING THE MAIN TRAVELED ROAD, FOR 8.1 MILES TO A
 RA1281'SADDLE AND SUMMIT.  FROM HERE PACK E ABOUT 50 YARDS AND THEN PACK N
 RA1281'UP RIDGE AND TRAIL FOR ABOUT 0.25 MILE TO THE STATION AS
 RA1281'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1784 ***********************************************************************
 RZ1784  DESIGNATION -  FINO
 RZ1784  PID         -  RZ1784
 RZ1784  STATE/COUNTY-  ID/CLEARWATER
 RZ1784  USGS QUAD   -  OROFINO EAST (1994)
 RZ1784
 RZ1784                         *CURRENT SURVEY CONTROL
 RZ1784  ___________________________________________________________________
 RZ1784* NAD 83(1992)-  46 29 51.18751(N)    116 14 07.97986(W)     ADJUSTED  
 RZ1784* NAVD 88     -       800.3    (meters)    2626.     (feet)  VERTCON   
 RZ1784  ___________________________________________________________________
 RZ1784  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 RZ1784  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 RZ1784
 RZ1784  HORZ ORDER  -  SECOND
 RZ1784
 RZ1784.The horizontal coordinates were established by classical geodetic methods
 RZ1784.and adjusted by the National Geodetic Survey in July 1992..
 RZ1784
 RZ1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1784
 RZ1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1784
 RZ1784.The geoid height was determined by GEOID03.
 RZ1784
 RZ1784;                    North         East     Units Scale Factor Converg.
 RZ1784;SPC ID W     -   536,857.152   762,728.761   MT  0.99995040   -0 21 07.9
 RZ1784;UTM  11      - 5,149,615.213   558,660.239   MT  0.99964230   +0 33 16.2
 RZ1784
 RZ1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1784!SPC ID W     -   0.99987725  x   0.99995040  =   0.99982766
 RZ1784!UTM  11      -   0.99987725  x   0.99964230  =   0.99951960
 RZ1784
 RZ1784|---------------------------------------------------------------------|
 RZ1784| PID    Reference Object                     Distance      Geod. Az  |
 RZ1784|                                                           dddmmss.s |
 RZ1784| CH7354 FINO SUB PT A                                      11614     |
 RZ1784| CH7352 FINO RM 1                             8.331 METERS 17242     |
 RZ1784| RZ1783 OROFINO RADIO STA KLER MAST         APPROX. 2.3 KM 1961014.0 |
 RZ1784| CH7355 FINO SUB PT B                                      24550     |
 RZ1784| CH7353 FINO RM 2                             8.822 METERS 26329     |
 RZ1784| CH7351 FINO AZ MK                                         3114751.7 |
 RZ1784|---------------------------------------------------------------------|
 RZ1784
 RZ1784                          SUPERSEDED SURVEY CONTROL
 RZ1784
 RZ1784  NAD 83(1986)-  46 29 51.19326(N)    116 14 07.97612(W) AD(       ) 2
 RZ1784  NAD 27      -  46 29 51.53820(N)    116 14 04.47720(W) AD(       ) 2
 RZ1784  NGVD 29 (07/19/86)  799.3    (m)         2622.     (f) VERT ANG       
 RZ1784
 RZ1784.Superseded values are not recommended for survey control.
 RZ1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1784.See file dsdata.txt to determine how the superseded data were derived.
 RZ1784
 RZ1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM5866049615(NAD 83)
 RZ1784_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1784
 RZ1784  HISTORY     - Date     Condition        Report By
 RZ1784  HISTORY     - 1959     MONUMENTED       CGS
 RZ1784
 RZ1784                          STATION DESCRIPTION
 RZ1784
 RZ1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1784'STATION IS ON THE SOUTHWEST END OF A HIGH, CULTIVATED NORTHEAST
 RZ1784'SOUTHWEST RIDGE.  THERE IS HIGHER GROUND TO THE NORTHEAST.
 RZ1784'IT IS ABOUT 5 MILES EAST OF THE CONFLUENCE OF THE CLEARWATER
 RZ1784'RIVER AND THE NORTH FORK OF THE CLEARWATER RIVER, NEAR THE
 RZ1784'CENTER OF THE SOUTHEAST 1/4 OF SECTION 5, T 36 N, R 2 E.  ON
 RZ1784'LAND OWNED BY MR. SCHLADER.
 RZ1784'
 RZ1784'TO REACH FROM THE POST OFFICE IN OROFINO, GO NORTHWEST ON
 RZ1784'MICHIGAN STREET FOR 0.2 MILE TO STATE HIGHWAY 7, TURN RIGHT,
 RZ1784'NORTHWESTERLY ON STATE HIGHWAY 7 FOR 0.1 MILE TO A FORK,
 RZ1784'TAKE RIGHT FORK, NORTHERLY UP STEEP WINDING GRAVEL ROAD FOR
 RZ1784'1.2 MILES TO A T-INTERSECTION, (TURN LEFT, NORTHWESTERLY UP
 RZ1784'STEEP WINDING GRAVEL ROAD FOR 2.45 MILES TO A SIDE ROAD LEFT,
 RZ1784'CONTINUE ON GRAVEL ROAD, EASTERLY FOR 0.65 MILE TO A FORK
 RZ1784'AND AZIMUTH MARK ON THE RIGHT,) TURN RIGHT, EAST AND NORTHEAST
 RZ1784'ON GRAVEL ROAD FOR 0.9 MILE TO A SIDE ROAD LEFT LEADING
 RZ1784'TO MR. SCHLADER HOUSE, TURN LEFT, UP DRIVEWAY WESTERLY FOR
 RZ1784'0.05 MILE TO MR. SCHLADER HOUSE, TURN RIGHT, NORTH AND EAST
 RZ1784'ON TRACK ROAD FOR 0.95 MILE TO A DIM FORK AT TOP OF RIDGE,
 RZ1784'TAKE RIGHT FORK, NORTHEAST ON DIM TRACK ROAD FOR 0.1 MILE
 RZ1784'TO A WIRE GATE, PASS THROUGH GATE AND TURN RIGHT ALONG
 RZ1784'SOUTHWEST EDGE OF CULTIVATED FIELD FOR 0.15 MILE TO THE TOP
 RZ1784'OF RIDGE AND STATION.
 RZ1784'
 RZ1784'STATION MARKS ARE STANDARD DISKS, STAMPED FINO 1959.  SURFACE
 RZ1784'MARK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 RZ1784'PROJECTING 5 INCHES.  IT IS 105 FEET EAST OF A 36 INCH
 RZ1784'PINE TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE, 61 FEET
 RZ1784'NORTH-NORTHEAST OF A 30 INCH PINE TREE WITH A TRIANGLE BLAZE
 RZ1784'ON THE NORTH SIDE AND 60 FEET NORTHEAST OF A NORTHWEST SOUTHEAST
 RZ1784'FENCE LINE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 RZ1784'MASS OF CONCRETE 30 INCHES BELOW THE GROUND.
 RZ1784'
 RZ1784'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FINO NO 1 1959,
 RZ1784'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 RZ1784'6 INCHES.  IT IS 105 FEET EAST OF THE 36 INCH PINE TREE,
 RZ1784'37 FEET NORTHEAST OF THE 30 INCH PINE TREE AND 35 FEET NORTHEAST
 RZ1784'OF THE FENCE.
 RZ1784'
 RZ1784'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FINO NO 2 1959,
 RZ1784'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 RZ1784'6 INCHES.  IT IS 76 FEET EAST-NORTHEAST OF THE 36 INCH PINE
 RZ1784'TREE, 57 FEET NORTH OF THE 30 INCH PINE TREE AND 46 FEET
 RZ1784'NORTHEAST OF THE FENCE.
 RZ1784'
 RZ1784'AZIMUTH MARK IS A STANDARD DISK, STAMPED FINO 1959, SET
 RZ1784'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 RZ1784'8 INCHES.  IT IS 180 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 RZ1784'SMALL FRAME HOUSE, 83 FEET NORTHEAST OF A TELEPHONE LINE POLE,
 RZ1784'34 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 1.5 FEET
 RZ1784'EAST OF THE EAST GATE POST.  A 4 IN X 4 IN WHITE WITNESS POST
 RZ1784'WAS SET 2 FEET SOUTH OF THE MARK.
 RZ1784'
 RZ1784'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 40.01 FEET OR 12.195 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0823 ***********************************************************************
 OY0823  DESIGNATION -  FIRTH
 OY0823  PID         -  OY0823
 OY0823  STATE/COUNTY-  ID/BINGHAM
 OY0823  USGS QUAD   -  GOSHEN (1950)
 OY0823
 OY0823                         *CURRENT SURVEY CONTROL
 OY0823  ___________________________________________________________________
 OY0823* NAD 83(1992)-  43 16 37.83822(N)    112 06 45.88706(W)     ADJUSTED  
 OY0823* NAVD 88     -      1459.7    (meters)    4789.     (feet)  VERTCON   
 OY0823  ___________________________________________________________________
 OY0823  LAPLACE CORR-           6.47  (seconds)                    DEFLEC99
 OY0823  GEOID HEIGHT-         -12.00  (meters)                     GEOID03
 OY0823
 OY0823  HORZ ORDER  -  THIRD
 OY0823  VERT ORDER  -  THIRD ? (See Below)
 OY0823
 OY0823.The horizontal coordinates were established by classical geodetic methods
 OY0823.and adjusted by the National Geodetic Survey in July 1992..
 OY0823
 OY0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0823.The vertical order pertains to the NGVD 29 superseded value.
 OY0823
 OY0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0823
 OY0823.The geoid height was determined by GEOID03.
 OY0823
 OY0823;                    North         East     Units Scale Factor Converg.
 OY0823;SPC ID E     -   178,891.481   204,376.665   MT  0.99994760   +0 02 13.1
 OY0823;UTM  12      - 4,792,196.695   409,710.276   MT  0.99970028   -0 45 46.3
 OY0823
 OY0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0823!SPC ID E     -   0.99977302  x   0.99994760  =   0.99972064
 OY0823!UTM  12      -   0.99977302  x   0.99970028  =   0.99947337
 OY0823
 OY0823:                Primary Azimuth Mark                     Grid Az
 OY0823:SPC ID E     -  GARDEN                                   164 47 48.4
 OY0823:UTM  12      -  GARDEN                                   165 35 47.8
 OY0823
 OY0823|---------------------------------------------------------------------|
 OY0823| PID    Reference Object                     Distance      Geod. Az  |
 OY0823|                                                           dddmmss.s |
 OY0823| OY0829 GARDEN                              APPROX. 6.9 KM 1645001.5 |
 OY0823|---------------------------------------------------------------------|
 OY0823
 OY0823                          SUPERSEDED SURVEY CONTROL
 OY0823
 OY0823  NAD 83(1986)-  43 16 37.83061(N)    112 06 45.87380(W) AD(       ) 3
 OY0823  NAD 27      -  43 16 38.13318(N)    112 06 42.97622(W) AD(       ) 3
 OY0823  NGVD 29 (07/19/86) 1458.6    (m)         4785.     (f) LEVELING    3  
 OY0823
 OY0823.Superseded values are not recommended for survey control.
 OY0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0823.See file dsdata.txt to determine how the superseded data were derived.
 OY0823
 OY0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0971092197(NAD 83)
 OY0823_MARKER: DD = SURVEY DISK
 OY0823_SETTING: 0 = UNSPECIFIED SETTING
 OY0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0823
 OY0823  HISTORY     - Date     Condition        Report By
 OY0823  HISTORY     - 1947     MONUMENTED       USGS
 OY0823
 OY0823                          STATION DESCRIPTION
 OY0823
 OY0823'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OY0823'LOCATED ABOUT 7.0 MI. S. OF SHELLEY AND ABOUT 4.0 MI. (AIRLINE
 OY0823'DISTANCES) SE. OF FIRTH, ON LOW FLAT BENCH PROJECTING INTO THE SNAKE
 OY0823'RIVER VALLEY.
 OY0823'
 OY0823'TO REACH FROM UNION PACIFIC RAILROAD DEPOT IN FIRTH, DRIVE E. ON
 OY0823'GRAVEL RD. FOR 0.3 MI. TO RED BRICK CHURCH, TURN RIGHT AND DRIVE S.
 OY0823'ON GRAVEL RD. FOR 1.5 MI. TO CROSSROADS, TURN LEFT AND DRIVE E. ON
 OY0823'GRAVEL RD. FOR 3.4 MI. TO RD. FORKS, JUST PAST IRRIGATION DITCH,
 OY0823'TAKE MIDDLE FORK AND FOLLOW WINDING RD. UPHILL FOR 0.4 MI. TO TRAIL
 OY0823'LEADING OFF TO RIGHT, FOLLOW MAIN TRAIL SW. FOR 0.1 MI. TO DIM TRAIL
 OY0823'TO RIGHT, TAKE DIM TRAIL TO RIGHT FOR 0.1 MI.  STATION IS ABOUT 100
 OY0823'FT. RIGHT (W.) OF THIS POINT.
 OY0823'
 OY0823'STATION MARK--STANDARD TABLET STAMPED---FIRTH 1947---, CEMENTED IN
 OY0823'CONCRETE POST SET IN GROUND AND PROJECTING ABOUT 4 IN.
 OY0823'
 OY0823'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OY0823'---NO 1---, CEMENTED IN CONCRETE POST SET IN GROUND AND PROJECTING
 OY0823'ABOUT 3 IN., 56.9 FT. FROM STATION MARK, S 65 DEG 56 MIN W.
 OY0823'
 OY0823'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OY0823'---NO 2---, CEMENTED IN CONCRETE POST SET IN GROUND AND PROJECTING
 OY0823'ABOUT 5 IN., 43.9 FT. FROM STATION MARK, S 22 DEG 15 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0827 ***********************************************************************
 OY0827  DESIGNATION -  FIRTH TANK
 OY0827  PID         -  OY0827
 OY0827  STATE/COUNTY-  ID/BINGHAM
 OY0827  USGS QUAD   -  FIRTH (1979)
 OY0827
 OY0827                         *CURRENT SURVEY CONTROL
 OY0827  ___________________________________________________________________
 OY0827* NAD 83(1992)-  43 18 25.80758(N)    112 10 55.76700(W)     ADJUSTED  
 OY0827* NAVD 88     -                                                        
 OY0827  ___________________________________________________________________
 OY0827  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 OY0827  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 OY0827
 OY0827  HORZ ORDER  -  THIRD
 OY0827
 OY0827.The horizontal coordinates were established by classical geodetic methods
 OY0827.and adjusted by the National Geodetic Survey in July 1992..
 OY0827
 OY0827
 OY0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0827
 OY0827.The geoid height was determined by GEOID03.
 OY0827
 OY0827;                    North         East     Units Scale Factor Converg.
 OY0827;SPC ID E     -   182,222.018   198,743.239   MT  0.99994739   -0 00 38.3
 OY0827;UTM  12      - 4,795,604.747   404,125.249   MT  0.99971307   -0 48 39.3
 OY0827
 OY0827                          SUPERSEDED SURVEY CONTROL
 OY0827
 OY0827  NAD 83(1986)-  43 18 25.79873(N)    112 10 55.75308(W) AD(       ) 4
 OY0827  NAD 27      -  43 18 26.10400(N)    112 10 52.85500(W) AD(       ) 3
 OY0827
 OY0827.Superseded values are not recommended for survey control.
 OY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0827.See file dsdata.txt to determine how the superseded data were derived.
 OY0827
 OY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0412595605(NAD 83)
 OY0827
 OY0827  HISTORY     - Date     Condition        Report By
 OY0827  HISTORY     - 1936     MONUMENTED       CGS
 OY0827  HISTORY     - 1947     GOOD             USGS
 OY0827
 OY0827                          STATION DESCRIPTION
 OY0827
 OY0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 OY0827'THE TANK IS AT THE N CITY LIMITS OF THE TOWN OF FIRTH.  IT IS
 OY0827'THE CITY WATER SUPPLY TANK, 131 FEET IN HEIGHT, SETTING ON
 OY0827'A 30-FOOT BASE AND SUPPORTED BY STEEL FRAMEWORK.  PAINTED A
 OY0827'SILVER COLOR, WITH A SILVER-COLORED BALL ON TOP.
 OY0827'
 OY0827'OBJECT SIGHTED ON WAS THE SILVER BALL ON TOP.
 OY0827
 OY0827                          STATION RECOVERY (1947)
 OY0827
 OY0827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 OY0827'IT IS THE CITY WATER SUPPLY TANK, 131 FT. IN HEIGHT, SETTING ON A 30
 OY0827'FT. BASE AND SUPPORTED BY STEEL FRAMEWORK.  PAINTED A SILVER COLOR,
 OY0827'WITH A SILVER-COLORED BALL ON TOP.
 OY0827'
 OY0827'OBJECT SIGHTED ON WAS THE SILVER BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1153 ***********************************************************************
 PY1153  DESIGNATION -  FISH
 PY1153  PID         -  PY1153
 PY1153  STATE/COUNTY-  ID/FREMONT
 PY1153  USGS QUAD   -  WARM RIVER BUTTE (1989)
 PY1153
 PY1153                         *CURRENT SURVEY CONTROL
 PY1153  ___________________________________________________________________
 PY1153* NAD 83(1992)-  44 07 59.23127(N)    111 14 57.79048(W)     ADJUSTED  
 PY1153* NAVD 88     -      1786.9    (meters)    5863.     (feet)  VERTCON   
 PY1153  ___________________________________________________________________
 PY1153  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 PY1153  GEOID HEIGHT-          -9.97  (meters)                     GEOID03
 PY1153
 PY1153  HORZ ORDER  -  FIRST
 PY1153
 PY1153.The horizontal coordinates were established by classical geodetic methods
 PY1153.and adjusted by the National Geodetic Survey in July 1992..
 PY1153
 PY1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1153
 PY1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1153
 PY1153.The geoid height was determined by GEOID03.
 PY1153
 PY1153;                    North         East     Units Scale Factor Converg.
 PY1153;SPC ID E     -   274,394.994   273,403.112   MT  1.00001361   +0 38 19.5
 PY1153;UTM  12      - 4,886,688.568   480,050.436   MT  0.99960489   -0 10 25.2
 PY1153
 PY1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1153!SPC ID E     -   0.99972145  x   1.00001361  =   0.99973505
 PY1153!UTM  12      -   0.99972145  x   0.99960489  =   0.99932645
 PY1153
 PY1153|---------------------------------------------------------------------|
 PY1153| PID    Reference Object                     Distance      Geod. Az  |
 PY1153|                                                           dddmmss.s |
 PY1153| CN3523 FISH RM 2                            17.478 METERS 09204     |
 PY1153| CN3521 FISH AZ MK                                         2574010.1 |
 PY1153| CN3522 FISH RM 1                            20.728 METERS 35405     |
 PY1153|---------------------------------------------------------------------|
 PY1153
 PY1153                          SUPERSEDED SURVEY CONTROL
 PY1153
 PY1153  NAD 83(1986)-  44 07 59.23307(N)    111 14 57.76590(W) AD(       ) 1
 PY1153  NAD 27      -  44 07 59.53500(N)    111 14 54.94800(W) AD(       ) 1
 PY1153  NGVD 29 (07/19/86) 1785.8    (m)         5859.     (f) VERT ANG       
 PY1153
 PY1153.Superseded values are not recommended for survey control.
 PY1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1153.See file dsdata.txt to determine how the superseded data were derived.
 PY1153
 PY1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP8005086689(NAD 83)
 PY1153_MARKER: DS = TRIANGULATION STATION DISK
 PY1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1153
 PY1153  HISTORY     - Date     Condition        Report By
 PY1153  HISTORY     - 1946     MONUMENTED       CGS
 PY1153  HISTORY     - 1957     GOOD             USGS
 PY1153
 PY1153                          STATION DESCRIPTION
 PY1153
 PY1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 PY1153'THE STATION IS LOCATED ABOUT 10 MILES EAST AND 4-1/2 MILES NORTH
 PY1153'OF ASHTON, ABOUT 2-1/2 MILES SOUTH OF THE LOOKOUT TOWER ON WARM
 PY1153'RIVER BUTTE, ON THE DIVIDE BETWEEN ROBINSON AND FISH CREEKS,
 PY1153'ABOUT 0.3 MILE SOUTHEAST OF THE JUNCTION OF THE ROBINSON AND FISH
 PY1153'CREEK FOREST SERVICE ROADS AND ON THE SUMMIT OF A PARTIALLY
 PY1153'WOODED HILL WHICH IS BEAR ON THE SOUTHEAST SIDE.  THE DISK IS
 PY1153'SET IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, SET
 PY1153'68 FEET SOUTH OF THE TIMBER LINE TO THE NORTH, 58 FEET WEST
 PY1153'OF THE TIMBER LINE TO THE EAST, 33 FEET SOUTHWEST OF A 10
 PY1153'INCH PINE TREE WITH A TRIANGLE BLAZE AND IS STAMPED FISH
 PY1153'1946.
 PY1153'
 PY1153'REFERENCE MARK NO. 1 IS A DISK SET IN A CONCRETE MONUMENT
 PY1153'PROJECTING ABOUT 4 INCHES AND IS STAMPED FISH NO 1 1946.  IT
 PY1153'IS NORTH OF THE STATION AND AT THE EDGE OF THE TIMBER LINE TO THE
 PY1153'NORTH.
 PY1153'
 PY1153'REFERENCE MARK NO. 2 IS A DISK SET IN A CONCRETE MONUMENT
 PY1153'PROJECTING ABOUT 2 INCHES AND IS STAMPED FISH NO 2 1946.  IT
 PY1153'IS EAST OF THE STATION AND AT THE EDGE OF THE TIMBER LINE TO THE
 PY1153'EAST.
 PY1153'
 PY1153'THE AZIMUTH MARK IS ABOUT 0.7 MILE WEST BY SOUTH OF THE STATION,
 PY1153'IT IS A DISK SET FLUSH IN THE TOP OF A 1 BY 2 FOOT BOULDER
 PY1153'PROJECTING ABOUT 18 INCHES AND IS STAMPED FISH 1946.  IT IS
 PY1153'ON A HILLSIDE ABOUT 35 PACES NORTH OF THE FISH CREEK ROAD.
 PY1153'TO REACH FROM THE JUNCTION OF THE ROBINSON AND FISH CREEK
 PY1153'ROADS ABOUT 0.3 MILE NORTHWEST OF THE STATION GO SOUTH AND
 PY1153'WEST ON THE FISH CREEK ROAD FOR 0.5 MILE TO THE MARK ON THE
 PY1153'RIGHT AS DESCRIBED.
 PY1153'
 PY1153'TO REACH THE STATION FROM THE WARM RIVER INN IN WARM RIVER
 PY1153'GO NORTH ACROSS THE WARM RIVER BRIDGE ON U.S. HIGHWAY NO. 191
 PY1153'FOR 0.05 MILE, THEN TURN RIGHT, DOWN GRADE, ON A GRAVEL ROAD
 PY1153'THROUGH WARM RIVER PICNIC AREA AND FOLLOW UP HILL FOR 3.3
 PY1153'MILES TO A FORK, TAKE THE RIGHT FORK AS PER SIGN FISH CREEK
 PY1153'ROAD AND FOLLOW FOR 1.7 MILES TO JUNCTION WITH THE ROBINSON
 PY1153'CREEK ROAD.  HERE TURN RIGHT ON THE ROBINSON CREEK ROAD AND GO
 PY1153'0.25 MILE TO A CLEARING ON THE LEFT.  TURN LEFT INTO THE CLEARING,
 PY1153'LEAVING THE ROAD, AND CLIMB STEEP HILL 0.2 MILE TO THE
 PY1153'SUMMIT AND THE STATION AS DESCRIBED.  A 4 WHEEL DRIVE TRUCK
 PY1153'CAN BE DRIVEN UP HILL TO THE STATION SITE.
 PY1153
 PY1153                          STATION RECOVERY (1957)
 PY1153
 PY1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 PY1153'STATION RECOVERED AS DESCRIBED.  NEW TO REACH FOLLOWS--
 PY1153'
 PY1153'TO REACH THE STATION FROM THE WARM RIVER INN, IN WARM RIVER
 PY1153'GO N ACROSS THE WARM RIVER BRIDGE ON U.S. HWY 191 ALT. FOR
 PY1153'0.05 MILE, TURN RIGHT ON THE FISH CREEK ROAD FOR 4.2 MILES
 PY1153'AND ROAD RIGHT AT SIGN ROBINSON CREEK, TURN RIGHT FOR 0.2 MILE,
 PY1153'TAKE LEFT FORK AT ROBINSON CREEK SIGN, FOR 0.7 MILE TO TRACK
 PY1153'ROAD LEFT AT SMALL CLEARING.  FOLLOW TRACK ROAD KEEPING LEFT
 PY1153'FOR ABOUT 0.2 MILE TO TOP OF HILL AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0947 ***********************************************************************
 RY0947  DESIGNATION -  FISH BUTTE
 RY0947  PID         -  RY0947
 RY0947  STATE/COUNTY-  ID/IDAHO
 RY0947  USGS QUAD   -  MC LENDON BUTTE (1994)
 RY0947
 RY0947                         *CURRENT SURVEY CONTROL
 RY0947  ___________________________________________________________________
 RY0947* NAD 83(1992)-  46 19 52.87776(N)    115 23 43.87919(W)     ADJUSTED  
 RY0947* NAVD 88     -      1630.7    (meters)    5350.     (feet)  VERTCON   
 RY0947  ___________________________________________________________________
 RY0947  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 RY0947  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 RY0947
 RY0947  HORZ ORDER  -  THIRD
 RY0947
 RY0947.The horizontal coordinates were established by classical geodetic methods
 RY0947.and adjusted by the National Geodetic Survey in July 1992..
 RY0947
 RY0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0947
 RY0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0947
 RY0947.The geoid height was determined by GEOID03.
 RY0947
 RY0947;                    North         East     Units Scale Factor Converg.
 RY0947;SPC ID W     -   518,330.524   827,292.835   MT  0.99994249   +0 15 23.1
 RY0947;UTM  11      - 5,132,115.286   623,494.012   MT  0.99978747   +1 09 38.7
 RY0947
 RY0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0947!SPC ID W     -   0.99974695  x   0.99994249  =   0.99968945
 RY0947!UTM  11      -   0.99974695  x   0.99978747  =   0.99953447
 RY0947
 RY0947|---------------------------------------------------------------------|
 RY0947| PID    Reference Object                     Distance      Geod. Az  |
 RY0947|                                                           dddmmss.s |
 RY0947| CH7357 FISH BUTTE LOH                       13.878 METERS 00413     |
 RY0947| CH7358 FISH BUTTE RM 1                       6.773 METERS 01543     |
 RY0947| CH7359 FISH BUTTE RM 2                       8.918 METERS 12339     |
 RY0947| RY0952 ROCKY RIDGE                         APPROX.15.6 KM 3245620.9 |
 RY0947|---------------------------------------------------------------------|
 RY0947
 RY0947                          SUPERSEDED SURVEY CONTROL
 RY0947
 RY0947  NAD 83(1986)-  46 19 52.88427(N)    115 23 43.87817(W) AD(       ) 3
 RY0947  NAD 27      -  46 19 53.18978(N)    115 23 40.39984(W) AD(       ) 3
 RY0947  NGVD 29 (07/19/86) 1629.5    (m)         5346.     (f) VERT ANG       
 RY0947
 RY0947.Superseded values are not recommended for survey control.
 RY0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0947.See file dsdata.txt to determine how the superseded data were derived.
 RY0947
 RY0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM2349432115(NAD 83)
 RY0947_MARKER: DD = SURVEY DISK
 RY0947_SETTING: 80 = SET IN A BOULDER
 RY0947_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RY0947
 RY0947  HISTORY     - Date     Condition        Report By
 RY0947  HISTORY     - 1966     MONUMENTED       USGS
 RY0947
 RY0947                          STATION DESCRIPTION
 RY0947
 RY0947'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0947'LOCATED ABOUT 22.5 MI SE. OF PIERCE, ABOUT 16 MI NE. OF LOWELL.
 RY0947'ON TOP OCCUPIED BY FISH BUTTE LOOKOUT.
 RY0947'
 RY0947'TO REACH FROM LOWELL, DRIVE 10.1 MI E. ALONG U.S. HWY. 12 TO RD.
 RY0947'FORK.  TURN SHARP LEFT ONTO VAN CAMP RD. 4.4 MI TO RD. FORK, KEEP
 RY0947'LEFT ON MAIN-TRAVELED RD. 2.1 MI TO RD. FORK, CONTINUE STRAIGHT
 RY0947'AHEAD 2.8 MI TO RD. FORK.  TAKE RIGHT FORK 6.2 MI TO END OF RD.
 RY0947'AND STATION.
 RY0947'
 RY0947'STATION MARK--STANDARD ALUMINUM TABLET
 RY0947'STAMPED---FISH BUTTE 1966---, SET IN SOLID GRANITE BOULDER.
 RY0947'
 RY0947'RM 1--STANDARD BRONZE TABLET STAMPED---NO 1 1966---, SET IN
 RY0947'SOUTHEAST CORNER OF CONCRETE STEP TO LOH.
 RY0947'
 RY0947'RM 2--STANDARD BRONZE TABLET STAMPED---NO 2 1966---, SET IN SOLID
 RY0947'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1234 ***********************************************************************
 RA1234  DESIGNATION -  FISH CREEK LOT
 RA1234  PID         -  RA1234
 RA1234  STATE/COUNTY-  ID/IDAHO
 RA1234  USGS QUAD   -  GOODWIN MEADOWS (1995)
 RA1234
 RA1234                         *CURRENT SURVEY CONTROL
 RA1234  ___________________________________________________________________
 RA1234* NAD 83(1992)-  45 50 44.63923(N)    116 04 25.25228(W)     ADJUSTED  
 RA1234* NAVD 88     -      1567.5    (meters)    5143.     (feet)  VERTCON   
 RA1234  ___________________________________________________________________
 RA1234  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 RA1234  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 RA1234
 RA1234  HORZ ORDER  -  THIRD
 RA1234
 RA1234.The horizontal coordinates were established by classical geodetic methods
 RA1234.and adjusted by the National Geodetic Survey in July 1992..
 RA1234
 RA1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1234
 RA1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1234
 RA1234.The geoid height was determined by GEOID03.
 RA1234
 RA1234;                    North         East     Units Scale Factor Converg.
 RA1234;SPC ID W     -   464,345.658   774,858.678   MT  0.99994110   -0 13 56.0
 RA1234;UTM  11      - 5,077,324.787   571,925.995   MT  0.99966360   +0 39 52.7
 RA1234
 RA1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1234!SPC ID W     -   0.99975681  x   0.99994110  =   0.99969793
 RA1234!UTM  11      -   0.99975681  x   0.99966360  =   0.99942049
 RA1234
 RA1234:                Primary Azimuth Mark                     Grid Az
 RA1234:SPC ID W     -  QUARTZ RIDGE                             084 14 08.4
 RA1234:UTM  11      -  QUARTZ RIDGE                             083 20 19.7
 RA1234
 RA1234|---------------------------------------------------------------------|
 RA1234| PID    Reference Object                     Distance      Geod. Az  |
 RA1234|                                                           dddmmss.s |
 RA1234| QZ0745 QUARTZ RIDGE                        APPROX.13.8 KM 0840012.4 |
 RA1234|---------------------------------------------------------------------|
 RA1234
 RA1234                          SUPERSEDED SURVEY CONTROL
 RA1234
 RA1234  NAD 83(1986)-  45 50 44.64101(N)    116 04 25.25082(W) AD(       ) 3
 RA1234  NAD 27      -  45 50 45.04009(N)    116 04 21.73031(W) AD(       ) 3
 RA1234  NGVD 29 (07/19/86) 1566.4    (m)         5139.     (f) VERT ANG       
 RA1234
 RA1234.Superseded values are not recommended for survey control.
 RA1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1234.See file dsdata.txt to determine how the superseded data were derived.
 RA1234
 RA1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL7192677325(NAD 83)
 RA1234_MARKER: 57 = LOOKOUT TOWER
 RA1234
 RA1234  HISTORY     - Date     Condition        Report By
 RA1234  HISTORY     - 1962     FIRST OBSERVED   USGS
 RA1234
 RA1234                          STATION DESCRIPTION
 RA1234
 RA1234'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RA1234'LOCATED ABOUT 6 MI SE. OF GRANGEVILLE.  ON FLAT, WOODED RIDGE THAT
 RA1234'BREAKS OFF TO THE EAST.
 RA1234'
 RA1234'TO REACH NOT GIVEN.
 RA1234'
 RA1234'STATION MARK--LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1021 ***********************************************************************
 TO1021  DESIGNATION -  FISHER
 TO1021  PID         -  TO1021
 TO1021  STATE/COUNTY-  ID/BONNER
 TO1021  USGS QUAD   -  ODEN BAY (1996)
 TO1021
 TO1021                         *CURRENT SURVEY CONTROL
 TO1021  ___________________________________________________________________
 TO1021* NAD 83(1992)-  48 16 51.53332(N)    116 22 52.15938(W)     ADJUSTED  
 TO1021* NAVD 88     -       632.     (meters)    2073.     (feet)  VERTCON   
 TO1021  ___________________________________________________________________
 TO1021  LAPLACE CORR-           7.41  (seconds)                    DEFLEC99
 TO1021  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TO1021
 TO1021  HORZ ORDER  -  SECOND
 TO1021
 TO1021.The horizontal coordinates were established by classical geodetic methods
 TO1021.and adjusted by the National Geodetic Survey in July 1992..
 TO1021
 TO1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1021
 TO1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1021
 TO1021.The geoid height was determined by GEOID03.
 TO1021
 TO1021;                    North         East     Units Scale Factor Converg.
 TO1021;SPC ID W     -   735,200.824   753,159.366   MT  0.99996028   -0 28 16.0
 TO1021;UTM  11      - 5,347,715.988   545,911.696   MT  0.99962590   +0 27 42.9
 TO1021
 TO1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1021!SPC ID W     -   0.99990360  x   0.99996028  =   0.99986388
 TO1021!UTM  11      -   0.99990360  x   0.99962590  =   0.99952953
 TO1021
 TO1021|---------------------------------------------------------------------|
 TO1021| PID    Reference Object                     Distance      Geod. Az  |
 TO1021|                                                           dddmmss.s |
 TO1021| CH7363 FISHER RM 2                          31.004 METERS 02358     |
 TO1021| TO1018 ANDERSON PT LT                      APPROX. 3.4 KM 1733402.9 |
 TO1021| CH7362 FISHER RM 1                          21.318 METERS 27144     |
 TO1021|---------------------------------------------------------------------|
 TO1021
 TO1021                          SUPERSEDED SURVEY CONTROL
 TO1021
 TO1021  NAD 83(1986)-  48 16 51.54381(N)    116 22 52.15329(W) AD(       ) 2
 TO1021  NAD 27      -  48 16 51.80584(N)    116 22 48.48103(W) AD(       ) 2
 TO1021  NGVD 29 (07/19/86)  631.     (m)         2070.     (f) VERT ANG       
 TO1021
 TO1021.Superseded values are not recommended for survey control.
 TO1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1021.See file dsdata.txt to determine how the superseded data were derived.
 TO1021
 TO1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4591247716(NAD 83)
 TO1021_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1021_SETTING: 66 = SET IN ROCK OUTCROP
 TO1021
 TO1021  HISTORY     - Date     Condition        Report By
 TO1021  HISTORY     - 1947     MONUMENTED       CGS
 TO1021  HISTORY     - 1972     GOOD             NGS
 TO1021
 TO1021                          STATION DESCRIPTION
 TO1021
 TO1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO1021'THE STATION IS AT NORTH END OF PEND OREILLE LAKE ON ROUNDED
 TO1021'POINT WEST OF PACK RIVER FLATS JUST SOUTH OF IMPROVED GRAVEL
 TO1021'ROAD SKIRTING SUNNYSIDE MOUNTAIN.  THIS ROAD MAY BE ENTERED BY
 TO1021'TURNING SOUTH FROM U.S. HIGHWAY 10W AT CULVER.  THE STATION IS
 TO1021'ABOUT 250 METERS WEST OF WEST END OF OLD, ABANDONED RAILWAY
 TO1021'TRESTLE ACROSS PACK RIVER FLATS AND ABOUT 5 METERS SOUTH OF
 TO1021'GRAVEL ROAD.  THE MARK IS SET IN OUTCROP 20 FEET ABOVE MEAN
 TO1021'WINTER LAKE LEVEL AND ABOUT 50 METERS FROM LAKE EDGE.  THE
 TO1021'STATION IS BEST REACHED BY ROAD.
 TO1021'
 TO1021'R.M. NO. 1 IS SET IN FLINTY OUTCROP AT AN ANGLE AND IS ACROSS
 TO1021'THE ROAD TO THE NORTHWEST OF THE STATION AND ABOUT 8 FEET
 TO1021'HIGHER.
 TO1021'
 TO1021'R.M. NO. 2 IS IN LARGE GRAY BOULDER ACROSS THE ROAD TO THE
 TO1021'NORTHEAST OF THE STATION AND ABOUT 6 FEET HIGHER.
 TO1021
 TO1021                          STATION RECOVERY (1972)
 TO1021
 TO1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 TO1021'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 TO1021'APPARENTLY GOOD CONDITION.  HOWEVER, BOTH REFERENCE MARKS MEASURED
 TO1021'SHORTER, AND THE ANGLE BETWEEN LARGER THAN IN 1947.  THERE HAS BEEN
 TO1021'SOME IN THE IMMEDIATE AREA OF THE STATION, AND AN APPROACH MADE
 TO1021'TO THE BEACH, BUT THE WORK WAS ON THE UPHILL SIDE OF THE MARK, AND
 TO1021'IT SEEMS DOUBTFUL THAT THE MARK WOULD HAVE BEEN MOVED INLAND,
 TO1021'WHICH WOULD BE THE CASE, TO FIT THESE CONDITIONS.
 TO1021'
 TO1021'THE STATION IS ON THE NORTH EDGE OF PEND OREILLE LAKE, ABOUT 1-1/2
 TO1021'MILES WEST OF TRESTLE CREEK, 3/4 MILE EAST OF SUNNYSIDE, ON THE WEST
 TO1021'SIDE OF PACK RIVER FLATS, IN SECTION 19, T 57 N, R. 1 E..
 TO1021'
 TO1021'THE STATION MARK, STAMPED FISHER 1947, IS A STANDARD DISK SET IN A
 TO1021'LARGE BOULDER OR BEDROCK OUTCROP, WITH A 6-FOOT SQUARE PORTION
 TO1021'EXPOSED, 57.9 FEET EAST OF A 14-INCH PINE TREE, 22.5 FEET SOUTH OF
 TO1021'THE CENTER OF THE GRAVEL ROAD, 2 FEET NORTHWEST OF THE HIGHEST POINT
 TO1021'OF THE ROCK, WHICH IS ABOUT 6 FEET ACROSS AND EXPOSED ONLY ON THE
 TO1021'SOUTH SIDE, AT A POINT WHERE THE SHOULDER OF THE ROAD HAS BEEN
 TO1021'MODIFIED TO PROVIDE ACCESS TO THE BEACH.  ABOUT 2 FEET LOWER THAN
 TO1021'THE ROAD AND 4 FEET HIGHER THAN THE HIGH WATER LINE.
 TO1021'
 TO1021'REFERENCE MARK NO. 1, STAMPED FISHER NO 1 1947, IS A STANDARD DISK
 TO1021'SET IN EXPOSED BEDROCK WHICH PROJECTS 1 FOOT ON THE WEST SIDE, ON THE
 TO1021'SOUTHERN SLOPE OF A 25-FOOT HIGH BANK, 43.4 FEET NORTH OF THE
 TO1021'14-INCH PINE TREE, 53.8 FEET EAST OF THE SOUTHEAST CORNER OF A
 TO1021'SMALL, CONCRETE BLOCK PUMPHOUSE, 75.3 FEET EAST OF POWER POLE 5701
 TO1021'195802, 27 FEET NORTH OF THE CENTER OF THE ROAD AND ABOUT 4 FEET
 TO1021'HIGHER THAN THE ROAD.
 TO1021'
 TO1021'REFERENCE MARK NO. 2, STAMPED FISHER NO 2 1947, IS A STANDARD DISK
 TO1021'SET IN A 2-1/2 X 4-FOOT BOULDER WHICH PROJECTS 18 INCHES, ON THE
 TO1021'WESTERN SIDE OF A CLUSTER OF BOULDERS, 36 FEET WEST OF POWER POLE
 TO1021'5701 195800, 35.6 FEET NORTH OF A 20-INCH COTTONWOOD TREE, 19 FEET
 TO1021'SOUTH OF A 2-FOOT PINE TREE AND 14.5 FEET NORTH OF THE CENTER
 TO1021'OF THE ROAD, 2-1/2 FEET HIGHER THAN THE ROAD.
 TO1021'
 TO1021'REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 95, 2 AND STATE
 TO1021'HIGHWAY 200 (ABOUT 1 MILE NORTH OF SANDPOINT, BY GOING NORTHEAST ON
 TO1021'S.H. 200 FOR 4.85 MILES, KEEP RIGHT, GO 4.85 MILES ON THE MAIN ROAD
 TO1021'TO THE SUNNYSIDE RESORT, CONTINUE 1.25 MILES TO A REVERSE Y ON THE
 TO1021'LEFT, CONTINUE STRAIGHT AHEAD 0.15 MILE TO STATION FISHER ON THE
 TO1021'RIGHT, 40 YARDS BEYOND A SMALL CONCRETE BLOCK PUMPHOUSE ON THE
 TO1021'LEFT AND 20 YARDS BEFORE THE ROAD BEGINS A CURVE TO THE LEFT.
 TO1021'
 TO1021'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES EAST OF
 TO1021'SANDPOINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1089 ***********************************************************************
 TO1089  DESIGNATION -  FISHER PEAK LOOKOUT
 TO1089  PID         -  TO1089
 TO1089  STATE/COUNTY-  ID/BOUNDARY
 TO1089  USGS QUAD   -  PYRAMID PEAK (1996)
 TO1089
 TO1089                         *CURRENT SURVEY CONTROL
 TO1089  ___________________________________________________________________
 TO1089* NAD 83(1992)-  48 51 59.94524(N)    116 32 13.63820(W)     ADJUSTED  
 TO1089* NAVD 88     -                                                        
 TO1089  ___________________________________________________________________
 TO1089  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 TO1089  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 TO1089
 TO1089  HORZ ORDER  -  THIRD
 TO1089
 TO1089.The horizontal coordinates were established by classical geodetic methods
 TO1089.and adjusted by the National Geodetic Survey in July 1992..
 TO1089
 TO1089
 TO1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1089
 TO1089.The geoid height was determined by GEOID03.
 TO1089
 TO1089;                    North         East     Units Scale Factor Converg.
 TO1089;SPC ID W     -   800,430.025   742,255.386   MT  0.99997428   -0 35 34.3
 TO1089;UTM  11      - 5,412,735.507   533,946.326   MT  0.99961416   +0 20 55.1
 TO1089
 TO1089                          SUPERSEDED SURVEY CONTROL
 TO1089
 TO1089  NAD 83(1986)-  48 51 59.95632(N)    116 32 13.63835(W) AD(       ) 4
 TO1089  NAD 27      -  48 52 00.17272(N)    116 32 09.84905(W) AD(       ) 3
 TO1089
 TO1089.Superseded values are not recommended for survey control.
 TO1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1089.See file dsdata.txt to determine how the superseded data were derived.
 TO1089
 TO1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ3394612736(NAD 83)
 TO1089
 TO1089  HISTORY     - Date     Condition        Report By
 TO1089  HISTORY     - UNK      MONUMENTED
 TO1089  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO1089
 TO1089                          STATION DESCRIPTION
 TO1089
 TO1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO1089'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1018 ***********************************************************************
 SU1018  DESIGNATION -  FISHHOOK
 SU1018  PID         -  SU1018
 SU1018  STATE/COUNTY-  ID/SHOSHONE
 SU1018  USGS QUAD   -  HOYT MOUNTAIN (1995)
 SU1018
 SU1018                         *CURRENT SURVEY CONTROL
 SU1018  ___________________________________________________________________
 SU1018* NAD 83(1992)-  47 08 29.59815(N)    115 57 56.64066(W)     ADJUSTED  
 SU1018* NAVD 88     -      1991.9    (meters)    6535.     (feet)  VERTCON   
 SU1018  ___________________________________________________________________
 SU1018  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 SU1018  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 SU1018
 SU1018  HORZ ORDER  -  THIRD
 SU1018
 SU1018.The horizontal coordinates were established by classical geodetic methods
 SU1018.and adjusted by the National Geodetic Survey in July 1992..
 SU1018
 SU1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1018
 SU1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1018
 SU1018.The geoid height was determined by GEOID03.
 SU1018
 SU1018;                    North         East     Units Scale Factor Converg.
 SU1018;SPC ID W     -   608,352.491   783,636.651   MT  0.99993662   -0 09 29.3
 SU1018;UTM  11      - 5,221,413.686   578,422.478   MT  0.99967558   +0 45 29.5
 SU1018
 SU1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1018!SPC ID W     -   0.99969039  x   0.99993662  =   0.99962703
 SU1018!UTM  11      -   0.99969039  x   0.99967558  =   0.99936607
 SU1018
 SU1018|---------------------------------------------------------------------|
 SU1018| PID    Reference Object                     Distance      Geod. Az  |
 SU1018|                                                           dddmmss.s |
 SU1018| CH7364 FISHHOOK LOT                         46.620 METERS 12043     |
 SU1018| SV1496 GRANDFATHER                         APPROX.13.6 KM 2263532.5 |
 SU1018| CH7365 FISHHOOK=6516 VA                     18.590 METERS 30250     |
 SU1018|---------------------------------------------------------------------|
 SU1018
 SU1018                          SUPERSEDED SURVEY CONTROL
 SU1018
 SU1018  NAD 83(1986)-  47 08 29.60110(N)    115 57 56.63414(W) AD(       ) 3
 SU1018  NAD 27      -  47 08 29.91106(N)    115 57 53.07102(W) AD(       ) 3
 SU1018  NGVD 29 (07/19/86) 1990.7    (m)         6531.     (f) VERT ANG       
 SU1018
 SU1018.Superseded values are not recommended for survey control.
 SU1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1018.See file dsdata.txt to determine how the superseded data were derived.
 SU1018
 SU1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN7842221414(NAD 83)
 SU1018_MARKER: DD = SURVEY DISK
 SU1018_SETTING: 80 = SET IN A BOULDER
 SU1018_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SU1018
 SU1018  HISTORY     - Date     Condition        Report By
 SU1018  HISTORY     - 1919     MONUMENTED       USGS
 SU1018  HISTORY     - 1969     GOOD             USGS
 SU1018
 SU1018                          STATION DESCRIPTION
 SU1018
 SU1018'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 SU1018'LOCATED ABOUT 7 MI S. AND 7 MI W. OF AVERY.  ON HIGH POINT OF
 SU1018'TIMBERED DIVIDE BETWEEN HOMESTEAD, OUTLAW AND BOULDER CREEKS
 SU1018'KNOWN AS FISHHOOK PEAK, IN SECTION 21, T44N, R4E.
 SU1018'
 SU1018'STATION MARK--BRONZE TABLET STAMPED---IDAHO---, IN BOULDER IN
 SU1018'GROUND UNDERNEATH BUILDING.
 SU1018'
 SU1018'RM--EXISTING VABM BRONZE TABLET STAMPED---6516-1914---, IN ROCK.
 SU1018
 SU1018                          STATION RECOVERY (1969)
 SU1018
 SU1018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SU1018'RECOVERED AS DESCRIBED.
 SU1018'
 SU1018'TO REACH FROM CALDER RANGER STATION 24 MI E. OF ST. MARIES ALONG
 SU1018'ST. JOE RIVER, GO 10.1 MI E. ON RIVER RD. TO MARBLE CREEK RD.
 SU1018'TURN RIGHT 1.8 MI TO Y-RD.  TAKE RIGHT FORK 6.6 MI TO Y-RD.  TAKE
 SU1018'LEFT FORK CROSSING MARBLE CREEK 0.1 MI TO Y-RD.  TAKE RIGHT FORK
 SU1018'3.0 MI TO Y-RD.  TAKE LEFT FORK 2.5 MI TO Y-RD.  TAKE RIGHT FORK
 SU1018'4.4 MI TO RD. FORKS BY BRIDGE OVER HOMESTEAD CREEK.  TAKE LEFT
 SU1018'FORK 4.3 MI TO T-RD.  TURN LEFT 1.8 MI TO REVERSE-Y.  MAKE HARD
 SU1018'RIGHT 0.6 MI TO TOP, USFS LOT AND STATION NW. OF LOT.
 SU1018'
 SU1018'FISHHOOK LOT--USFS LOT, 28 FT ABOVE STATION MARK.  SOON TO BE
 SU1018'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0959 ***********************************************************************
 OY0959  DESIGNATION -  FISSURE
 OY0959  PID         -  OY0959
 OY0959  STATE/COUNTY-  ID/BLAINE
 OY0959  USGS QUAD   -  FISSURE BUTTE (1973)
 OY0959
 OY0959                         *CURRENT SURVEY CONTROL
 OY0959  ___________________________________________________________________
 OY0959* NAD 83(1992)-  43 21 05.07731(N)    113 28 02.11294(W)     ADJUSTED  
 OY0959* NAVD 88     -      1793.1    (meters)    5883.     (feet)  VERTCON   
 OY0959  ___________________________________________________________________
 OY0959  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 OY0959  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 OY0959
 OY0959  HORZ ORDER  -  SECOND
 OY0959
 OY0959.The horizontal coordinates were established by classical geodetic methods
 OY0959.and adjusted by the National Geodetic Survey in July 1992..
 OY0959
 OY0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0959
 OY0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0959
 OY0959.The geoid height was determined by GEOID03.
 OY0959
 OY0959;                    North         East     Units Scale Factor Converg.
 OY0959;SPC ID C     -   187,274.688   543,190.040   MT  0.99997031   +0 21 56.6
 OY0959;UTM  12      - 4,802,795.873   300,044.413   MT  1.00009185   -1 41 39.3
 OY0959
 OY0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0959!SPC ID C     -   0.99972088  x   0.99997031  =   0.99969120
 OY0959!UTM  12      -   0.99972088  x   1.00009185  =   0.99981271
 OY0959
 OY0959|---------------------------------------------------------------------|
 OY0959| PID    Reference Object                     Distance      Geod. Az  |
 OY0959|                                                           dddmmss.s |
 OY0959| CN3525 FISSURE RM 2                         26.120 METERS 06845     |
 OY0959| CN3524 FISSURE RM 1                         12.262 METERS 17621     |
 OY0959| OY0966 STORM                               APPROX.23.1 KM 3150826.3 |
 OY0959|---------------------------------------------------------------------|
 OY0959
 OY0959                          SUPERSEDED SURVEY CONTROL
 OY0959
 OY0959  NAD 83(1986)-  43 21 05.07348(N)    113 28 02.10165(W) AD(       ) 2
 OY0959  NAD 27      -  43 21 05.41305(N)    113 27 59.05680(W) AD(       ) 2
 OY0959  NGVD 29 (07/19/86) 1792.0    (m)         5879.     (f) VERT ANG       
 OY0959
 OY0959.Superseded values are not recommended for survey control.
 OY0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0959.See file dsdata.txt to determine how the superseded data were derived.
 OY0959
 OY0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP0004402796(NAD 83)
 OY0959_MARKER: DD = SURVEY DISK
 OY0959_SETTING: 0 = UNSPECIFIED SETTING
 OY0959
 OY0959  HISTORY     - Date     Condition        Report By
 OY0959  HISTORY     - 1970     MONUMENTED       USGS
 OY0959
 OY0959                          STATION DESCRIPTION
 OY0959
 OY0959'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OY0959'RM 1 TO RM 2 NOT MEASURED.
 OY0959'
 OY0959'LOCATED ABOUT 24 MI E. OF CARY.  ABOUT 21 MI SSW. OF ARCO.  9
 OY0959'MI SSE. OF THE CRATERS OF THE MOON NATIONAL MONUMENT
 OY0959'HEADQUARTERS.  IN THE NATIONAL MONUMENT, ON A PROMINENT BUTTE
 OY0959'KNOWN AS FISSURE BUTTE.
 OY0959'
 OY0959'REACHED BY HELICOPTER.  GOOD LANDING SITE ON TOP AT STATION.
 OY0959'
 OY0959'USGS STATION HADES SET IN 1915 UNDER A 6 FT CAIRN WAS NOT
 OY0959'SEARCHED FOR.  THE CAIRN AND THE ONE REFERENCE MARK WERE
 OY0959'TURNED IN.
 OY0959'
 OY0959'STATION MARK--A STANDARD USGS TABLET STAMPED FISSURE 1970 SET
 OY0959'ON COPPERWELD ROD CEMENTED IN PLACE.
 OY0959'
 OY0959'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 OY0959'STAMPED NO 1 1970 SET ON COPPERWELD ROD CEMENTED IN PLACE.
 OY0959'
 OY0959'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 OY0959'STAMPED NO 2 1970 SET ON COPPERWELD ROD DRILLED IN LAVA ROCK
 OY0959'CEMENTED IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0746 ***********************************************************************
 QZ0746  DESIGNATION -  FITSUM
 QZ0746  PID         -  QZ0746
 QZ0746  STATE/COUNTY-  ID/VALLEY
 QZ0746  USGS QUAD   -  ENOS LAKE (1969)
 QZ0746
 QZ0746                         *CURRENT SURVEY CONTROL
 QZ0746  ___________________________________________________________________
 QZ0746* NAD 83(1992)-  45 01 50.92184(N)    115 50 45.76593(W)     ADJUSTED  
 QZ0746* NAVD 88     -      2678.6    (meters)    8788.     (feet)  VERTCON   
 QZ0746  ___________________________________________________________________
 QZ0746  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 QZ0746  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 QZ0746
 QZ0746  HORZ ORDER  -  THIRD
 QZ0746
 QZ0746.The horizontal coordinates were established by classical geodetic methods
 QZ0746.and adjusted by the National Geodetic Survey in July 1992..
 QZ0746
 QZ0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0746
 QZ0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0746
 QZ0746.The geoid height was determined by GEOID03.
 QZ0746
 QZ0746;                    North         East     Units Scale Factor Converg.
 QZ0746;SPC ID W     -   373,734.579   792,431.634   MT  0.99993404   -0 04 04.6
 QZ0746;UTM  11      - 4,987,020.854   590,900.464   MT  0.99970160   +0 48 59.3
 QZ0746
 QZ0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0746!SPC ID W     -   0.99958249  x   0.99993404  =   0.99951656
 QZ0746!UTM  11      -   0.99958249  x   0.99970160  =   0.99928421
 QZ0746
 QZ0746                          SUPERSEDED SURVEY CONTROL
 QZ0746
 QZ0746  NAD 83(1986)-  45 01 50.92199(N)    115 50 45.75577(W) AD(       ) 3
 QZ0746  NGVD 29 (08/21/91) 2677.3    (m)         8784.     (f) VERT ANG       
 QZ0746
 QZ0746.Superseded values are not recommended for survey control.
 QZ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0746.See file dsdata.txt to determine how the superseded data were derived.
 QZ0746
 QZ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK9090087021(NAD 83)
 QZ0746_MARKER: DD = SURVEY DISK
 QZ0746_SETTING: 80 = SET IN A BOULDER
 QZ0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0746+STABILITY: SURFACE MOTION
 QZ0746
 QZ0746  HISTORY     - Date     Condition        Report By
 QZ0746  HISTORY     - 1947     MONUMENTED       USGS
 QZ0746
 QZ0746                          STATION DESCRIPTION
 QZ0746
 QZ0746'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 QZ0746'LOCATED ABOUT 8.2 MI. N. AND 12.0 MI. E. OF MCCALL, 2.0 MI. S. OF
 QZ0746'LICK CREEK, ON DIVIDE BETWEEN LICK CREEK AND N. FORK OF FITSUM CREEK,
 QZ0746'BETWEEN HEADWATERS OF PRICE AND STEEP CREEKS, BETWEEN TWO SMALL
 QZ0746'UNNAMED LAKES.  THE STATION MARK IS ON N. END OF STEEP, ROCKY TOP 12
 QZ0746'FT. S. OF N. BREAK AND 10 FT. E. OF W. BREAK.
 QZ0746'
 QZ0746'TO REACH FROM MCCALL, DRIVE NORTHEASTERLY ABOUT 28.0 MI. ON LICK CREEK
 QZ0746'ROAD TO A POINT 0.25 MI. W. OF RED BRIDGE OVER SECESH RIVER.  PACK S.
 QZ0746'ON TRAIL TO FITSUM CREEK AS FAR AS DIVIDE AND THEN GO SOUTHWESTERLY
 QZ0746'FOR ABOUT A 3 HR. RIDE ALONG DIVIDE, LEAVE HORSES ON BENCH AND WALK
 QZ0746'W. UP DIVIDE.  ABOUT 1/2 HR. PACK.
 QZ0746'
 QZ0746'STATION MARK--STANDARD TABLET STAMPED---FITSUM 1947---, CEMENTED IN
 QZ0746'SOLID ROCK ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0692 ***********************************************************************
 OX0692  DESIGNATION -  FLAG
 OX0692  PID         -  OX0692
 OX0692  STATE/COUNTY-  ID/BONNEVILLE
 OX0692  USGS QUAD   -  COMMISSARY RIDGE (1966)
 OX0692
 OX0692                         *CURRENT SURVEY CONTROL
 OX0692  ___________________________________________________________________
 OX0692* NAD 83(1992)-  43 16 55.77095(N)    111 28 59.27688(W)     ADJUSTED  
 OX0692* NAVD 88     -      2351.0    (meters)    7713.     (feet)  VERTCON   
 OX0692  ___________________________________________________________________
 OX0692  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 OX0692  GEOID HEIGHT-         -10.63  (meters)                     GEOID03
 OX0692
 OX0692  HORZ ORDER  -  THIRD
 OX0692
 OX0692.The horizontal coordinates were established by classical geodetic methods
 OX0692.and adjusted by the National Geodetic Survey in July 1992..
 OX0692
 OX0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0692
 OX0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0692
 OX0692.The geoid height was determined by GEOID03.
 OX0692
 OX0692;                    North         East     Units Scale Factor Converg.
 OX0692;SPC ID E     -   179,670.338   255,477.488   MT  0.99998521   +0 28 07.1
 OX0692;UTM  12      - 4,792,262.111   460,801.311   MT  0.99961890   -0 19 52.4
 OX0692
 OX0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0692!SPC ID E     -   0.99963312  x   0.99998521  =   0.99961834
 OX0692!UTM  12      -   0.99963312  x   0.99961890  =   0.99925216
 OX0692
 OX0692:                Primary Azimuth Mark                     Grid Az
 OX0692:SPC ID E     -  T1S R42E SECS 26 27 34 35                306 06 09.9
 OX0692:UTM  12      -  T1S R42E SECS 26 27 34 35                306 54 09.4
 OX0692
 OX0692|---------------------------------------------------------------------|
 OX0692| PID    Reference Object                     Distance      Geod. Az  |
 OX0692|                                                           dddmmss.s |
 OX0692| OX0697 T1S R42E SECS 26 27 34 35           APPROX. 2.6 KM 3063417.0 |
 OX0692|---------------------------------------------------------------------|
 OX0692
 OX0692                          SUPERSEDED SURVEY CONTROL
 OX0692
 OX0692  NAD 83(1986)-  43 16 55.76219(N)    111 28 59.26508(W) AD(       ) 3
 OX0692  NAD 27      -  43 16 56.06036(N)    111 28 56.43683(W) AD(       ) 3
 OX0692  NGVD 29 (07/19/86) 2349.7    (m)         7709.     (f) VERT ANG       
 OX0692
 OX0692.Superseded values are not recommended for survey control.
 OX0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0692.See file dsdata.txt to determine how the superseded data were derived.
 OX0692
 OX0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN6080192262(NAD 83)
 OX0692_MARKER: DD = SURVEY DISK
 OX0692_SETTING: 0 = UNSPECIFIED SETTING
 OX0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0692
 OX0692  HISTORY     - Date     Condition        Report By
 OX0692  HISTORY     - 1966     MONUMENTED       USGS
 OX0692
 OX0692                          STATION DESCRIPTION
 OX0692
 OX0692'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0692'LOCATED 14 MI. (AIRLINE) WSW. FROM PAHSIDES DAM AND 14 MI. SW. OF
 OX0692'SWAN VALLEY.
 OX0692'
 OX0692'TO REACH FROM SWAN VALLEY, IDAHO, GO W. ON STATE HIGHWAY 34 3.3 MI.
 OX0692'ACROSS SNAKE RIVER BRIDGE AND TURN LEFT ON DIRT RD., GO 1 MI. SE. OF
 OX0692'FALL CREEK RD., TURN RIGHT ON FALL CREEK RD. AND GO 13.3 MI. TO
 OX0692'SKYLINE RD., TURN LEFT ON SKYLINE RD. FOR 10.7 MI. TO SMALL RD. ON
 OX0692'RIGHT, FOLLOW SMALL RD. 0.2 MI. TO TOP OF HILL AND STATION.
 OX0692'
 OX0692'STATION MARK--STANDARD USGS TABLET STAMPED ---FLAG 1966--- EMBEDDED
 OX0692'IN ROCK FLUSH WITH GROUND.
 OX0692'
 OX0692'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED ---NO 1---, 79.7 FT.
 OX0692'FROM STATION MARK, S 54 DEG 21 MIN W.
 OX0692'
 OX0692'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED ---NO 2---, 46.6 FT.
 OX0692'FROM STATION MARK, S 12 DEG 16 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1026 ***********************************************************************
 NV1026  DESIGNATION -  FLAT
 NV1026  PID         -  NV1026
 NV1026  STATE/COUNTY-  ID/JEROME
 NV1026  USGS QUAD   -  FALLS CITY (1992)
 NV1026
 NV1026                         *CURRENT SURVEY CONTROL
 NV1026  ___________________________________________________________________
 NV1026* NAD 83(1992)-  42 43 47.35712(N)    114 24 55.08466(W)     ADJUSTED  
 NV1026* NAVD 88     -      1311.     (meters)    4301.     (feet)  VERT ANG  
 NV1026  ___________________________________________________________________
 NV1026  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 NV1026  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 NV1026
 NV1026  HORZ ORDER  -  FIRST
 NV1026
 NV1026.The horizontal coordinates were established by classical geodetic methods
 NV1026.and adjusted by the National Geodetic Survey in July 1992..
 NV1026
 NV1026.The orthometric height was determined by vertical angle observations.
 NV1026.No vertical observational check was made to the station.
 NV1026
 NV1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1026
 NV1026.The geoid height was determined by GEOID03.
 NV1026
 NV1026;                    North         East     Units Scale Factor Converg.
 NV1026;SPC ID C     -   118,169.610   465,989.701   MT  0.99996159   -0 16 54.5
 NV1026;UTM  11      - 4,734,052.345   711,601.040   MT  1.00015089   +1 45 16.1
 NV1026
 NV1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1026!SPC ID C     -   0.99979678  x   0.99996159  =   0.99975838
 NV1026!UTM  11      -   0.99979678  x   1.00015089  =   0.99994764
 NV1026
 NV1026:                Primary Azimuth Mark                     Grid Az
 NV1026:SPC ID C     -  DIETRICH STANDPIPE                       031 04 46.9
 NV1026:UTM  11      -  DIETRICH STANDPIPE                       029 02 36.3
 NV1026
 NV1026|---------------------------------------------------------------------|
 NV1026| PID    Reference Object                     Distance      Geod. Az  |
 NV1026|                                                           dddmmss.s |
 NV1026| NV1029 DIETRICH STANDPIPE                  APPROX.24.0 KM 0304752.4 |
 NV1026| NV1008 SALT LAKE PENDLETON AWY BCN 17      APPROX.23.3 KM 1055845.5 |
 NV1026| NV1027 FLATTOP BUTTE TV KLIX MST            21.280 METERS 12215     |
 NV1026| NV1010 AIRWAY BEACON 17                    APPROX.16.8 KM 1334259.7 |
 NV1026| CD5080 FLAT RM 3 AZIMUTH                                  1553626.4 |
 NV1026| NV1014 KIMBERLY MUNICIPAL TANK             APPROX.22.0 KM 1691936.5 |
 NV1026| NV1023 TWIN FALLS JEROME CREAMERY STK      APPROX.20.3 KM 1945411.1 |
 NV1026| CD5079 FLAT RM 2                            11.826 METERS 22635     |
 NV1026| CD5081 FLAT RM 4                             6.461 METERS 22758     |
 NV1026| NV1025 AIRWAY BEACON 18                    APPROX. 3.9 KM 2604556.2 |
 NV1026| NV1079 JEROME MUNICIPAL TANK               APPROX. 7.7 KM 2635925.1 |
 NV1026| NV1080 JEROME COOP CREAMERY CO STACK       APPROX. 8.9 KM 2643940.7 |
 NV1026| NV1072 AIRWAY BEACON 19                    APPROX.24.5 KM 2851129.4 |
 NV1026| CD5077 FLAT RM                               3.510 METERS 31533     |
 NV1026| CD5078 FLAT RM 1                             3.567 METERS 31600     |
 NV1026| CD5076 FLAT AZ MK                                         3282359.4 |
 NV1026| NV0834 NOTCH BUTTE                         APPROX.17.2 KM 3591215.0 |
 NV1026|---------------------------------------------------------------------|
 NV1026
 NV1026                          SUPERSEDED SURVEY CONTROL
 NV1026
 NV1026  NAD 83(1986)-  42 43 47.35578(N)    114 24 55.08189(W) AD(       ) 1
 NV1026  NAD 27      -  42 43 47.69300(N)    114 24 51.93900(W) AD(       ) 1
 NV1026  NGVD 29 (07/19/86) 1311.6    (m)         4303.     (f) VERT ANG       
 NV1026
 NV1026.Superseded values are not recommended for survey control.
 NV1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1026.See file dsdata.txt to determine how the superseded data were derived.
 NV1026
 NV1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1160134052(NAD 83)
 NV1026_MARKER: DS = TRIANGULATION STATION DISK
 NV1026_SETTING: 80 = SET IN A BOULDER
 NV1026_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 NV1026_STAMPING: FLAT 1915 1935
 NV1026_MARK LOGO: CGS   
 NV1026_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1026+STABILITY: SURFACE MOTION
 NV1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NV1026+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1992
 NV1026
 NV1026  HISTORY     - Date     Condition        Report By
 NV1026  HISTORY     - 1915     MONUMENTED       CGS
 NV1026  HISTORY     - 1915     GOOD             CGS
 NV1026  HISTORY     - 1935     GOOD             CGS
 NV1026  HISTORY     - 1946     GOOD             CGS
 NV1026  HISTORY     - 1947     GOOD             CGS
 NV1026  HISTORY     - 1950     GOOD             CGS
 NV1026  HISTORY     - 1959     GOOD             CGS
 NV1026  HISTORY     - 1970     GOOD             USGS
 NV1026  HISTORY     - 19920512 GOOD             NGS
 NV1026
 NV1026                          STATION DESCRIPTION
 NV1026
 NV1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CVH)
 NV1026'ABOUT 6 MILES N OF E OF JEROME, 3/8 MILE N OF THE AUTOMOBILE
 NV1026'ROAD LEADING E FROM JEROME TOWARD BURLEY, 1-1/4 MILES S OF JEROME
 NV1026'RESERVOIR, ON THE HIGHEST PART AND NEAR THE CENTER OF FLATTOP
 NV1026'BUTTE, AND ABOUT 8 PACES FROM THE SE EDGE OF A CUP-LIKE
 NV1026'DEPRESSION NEAR ITS MIDDLE.
 NV1026'
 NV1026'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER ABOUT
 NV1026'0.3 FOOT ABOVE THE SURFACE OF THE GROUND.
 NV1026'
 NV1026'THE REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN A BOULDER.
 NV1026'IT IS 0.7 FOOT ABOVE THE STATION MARK.
 NV1026
 NV1026                          STATION RECOVERY (1915)
 NV1026
 NV1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1915
 NV1026'RECOVERED IN GOOD CONDITION.
 NV1026
 NV1026                          STATION RECOVERY (1935)
 NV1026
 NV1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 NV1026'TO REACH FROM JEROME, FROM INTERSECTION OF U.S. HIGHWAY 93
 NV1026'AND MAIN STREET, GO E ON HIGHWAY 93 AND STATE HIGHWAY 25 FOR
 NV1026'2.9 MILES TO AIRPORT.  CONTINUE E 0.7 MILE AND TAKE RIGHT FORK
 NV1026'AT JUNCTION, GO 1.55 MILES, TURN LEFT OFF HIGHWAY BETWEEN STOP
 NV1026'SIGN AND SLOW SIGN, GO 0.25 MILE, TURN LEFT FOR 25 YARDS, THENCE
 NV1026'RIGHT (THIS POINT IS AT INTERSECTION OF POWER LINE AND
 NV1026'TELEPHONE LINE), GO 0.1 MILE AND TAKE LEFT FORK, GO 0.45
 NV1026'MILE AND TURN RIGHT AT SUMMIT OF RIDGE, GO 0.15 MILE TO TOP OF
 NV1026'HILL AND STATION.
 NV1026'
 NV1026'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 NV1026'DRILL HOLES IN BOULDERS.
 NV1026
 NV1026                          STATION RECOVERY (1946)
 NV1026
 NV1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1026'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 NV1026'CONDITION.  DIFFERENCES WERE NOTED IN THE DESCRIPTION TO REACH
 NV1026'THE STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NV1026'
 NV1026'STATION IS LOCATED ABOUT 6 MILES E BY N OF JEROME, ABOUT
 NV1026'0.75 MILE N OF STATE HIGHWAY 25, AND NEAR THE CENTER OF PROMINENT
 NV1026'FLATTOP BUTTE.  IT IS 39 FEET SE OF THE NW RIM OF THE HILL AND
 NV1026'ABOUT 0.25 MILE NW OF A PROMINENT AND HIGHER ROCKY RIDGE TO THE
 NV1026'SE.  A 4-INCH SQUARE WHITE WITNESS POST PROJECTING ABOUT 2 FEET
 NV1026'IS SET 12 FEET ESE OF THE STATION.
 NV1026'
 NV1026'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN A
 NV1026'DEPRESSION IN A BOULDER PROJECTING ABOUT 4 INCHES.  IT IS
 NV1026'STAMPED FLAT 1915 1935.
 NV1026'
 NV1026'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 NV1026'PROJECTING ABOUT 8 INCHES AND IS STAMPED FLAT NO 1 1915 1935.
 NV1026'IT IS NW OF THE STATION AND 27 FEET SE OF THE NW RIM OF THE
 NV1026'HILL.
 NV1026'
 NV1026'REFERENCE MARK 2 IS A BRONZE REFERERENCE DISK SET IN A BOULDER
 NV1026'PROJECTING ABOUT 3 INCHES AND IS STAMPED FLAT NO 2 1915 1935.
 NV1026'IT IS SW OF THE STATION.
 NV1026'
 NV1026'REFERENCE MARK 3 IS ABOUT 0.25 MILE SSW OF THE STATION AND
 NV1026'NEAR THE CENTER OF THE PROMINENT AND HIGHER ROCKY RIDGE SW OF THE
 NV1026'STATION.  IT IS A BRONZE DISK SET IN A 3-FOOT BOULDER ABOUT 8
 NV1026'FEET NW OF THE SPINE OF THE RIDGE.
 NV1026'
 NV1026'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 NV1026'IN JEROME AND U.S. HIGHWAY 93 AND STATE HIGHWAY 25, GO E ON
 NV1026'COMBINED HIGHWAYS 93 AND 25 FOR 3.6 MILES TO JUNCTION WHERE
 NV1026'U.S. HIGHWAY 93 TURNS LEFT (N).  CONTINUE STRAIGHT AHEAD ON
 NV1026'STATE HIGHWAY 25 FOR 0.9 MILE TO A DIRT ROAD LEFT.  TURN LEFT
 NV1026'ON DIRT ROAD AND GO 0.3 MILE TO A CROSS ROAD AND POWER-LINE
 NV1026'CROSSING, HERE TURN LEFT AND GO 0.1 MILE TO INTERSECTION OF
 NV1026'POWER LINE AND TELEPHONE LINE.  TURN RIGHT FOR 0.1 MILE TO A
 NV1026'FORK, TAKE THE LEFT FORK AND GO 0.45 MILE TO THE SUMMIT OF
 NV1026'THE RIDGE.  HERE TURN RIGHT AND GO E 0.15 MILE TO TOP OF HILL
 NV1026'AND STATION AS DESCRIBED.
 NV1026
 NV1026                          STATION RECOVERY (1947)
 NV1026
 NV1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1026'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 NV1026'CONDITION.  DIFFERENCES WERE NOTED IN THE DESCRIPTION TO REACH
 NV1026'THE STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NV1026'
 NV1026'STATION IS ABOUT 6 MILES E BY N OF JEROME.  0.75 MILE NE OF STATE
 NV1026'HIGHWAY 25 AND ON THE NW EDGE OF FLATTOP BUTTE.  IS ABOUT 0.25
 NV1026'MILE NW OF A SLIGHTLY HIGHER ROCKY RIDGE (LOCATION OF R M NO 3)
 NV1026'WITH SADDLE BETWEEN.  A 4 INCH SQUARE WHITE WOOD WITNESS
 NV1026'POST PROJECTING 2 FEET IS SET ABOUT 12 FEET ESE OF STATION.
 NV1026'
 NV1026'STATION MARK IS STANDARD DISK AND PROJECTS ABOUT 4 INCHES
 NV1026'IS STAMPED FLAT 1915 1935.
 NV1026'
 NV1026'R.M. NO 1 IS STANDARD DISK AND PROJECTS ABOUT 8 INCHES.
 NV1026'IT STAMPED FLAT NO 1 1915 1935.
 NV1026'
 NV1026'R.M. NO 2 IS STANDARD DISK AND PROJECTS ABOUT 3 INCHES
 NV1026'IS STAMPED FLAT NO 2 1915 1935.
 NV1026'
 NV1026'R.M. NO 3 IS STANDARD DISK AND PROJECTS ABOUT 1 1/2 FEET
 NV1026'IS ABOUT 8 FEET NW AND 4 FEET LOWER THAN THE SPINE OF THE
 NV1026'RIDGE.  STAMPED FLAT NO 3 1915 1935.
 NV1026'
 NV1026'TO REACH FROM THE INTERSECTION OF U.S. 93 AND MAIN STREET IN
 NV1026'JEROME, GO EAST ON MAIN ST. AND U.S. 93 3.6 MILES TO JUNCTION
 NV1026'OF STATE HIGHWAY 25, KEEP RIGHT ON HIGHWAY 25 FOR 0.5 MILE TO
 NV1026'DIRT ROAD LEFT, TURN LEFT FOR 0.75 MILE TO INTERSECTION OF
 NV1026'POWER LINE AND TELEPHONE LINE AND JUNCTION OF TRACK ROADS,
 NV1026'TURN LEFT 25 YARDS THENCE RIGHT ON TRACK ROAD E AND NE FOR
 NV1026'0.45 MILE TO FORKS, KEEP RIGHT FOR 0.1 MILE TO CREST OF LOW
 NV1026'RIDGE AND FORKS, KEEP RIGHT AND GO 0.2 MILE TO HIGHEST POINT
 NV1026'AND STATION WHICH IS ABOUT 15 PACES TO LEFT.
 NV1026
 NV1026                          STATION RECOVERY (1950)
 NV1026
 NV1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NV1026'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 NV1026'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 NV1026'
 NV1026'STATION IS LOCATED, AIRLINE, ABOUT 6 MILES NORTHEAST OF JEROME,
 NV1026'0.75 MILE NORTHEAST OF STATE HIGHWAY 25 AND ON THE NORTHWEST
 NV1026'EDGE OF FLATTOP BUTTE.  IT IS ABOUT 0.15 MILE NORTHWEST OF A
 NV1026'SLIGHTLY HIGHER RIDGE OF BOULDERS THAT SURROUND A CUP-LIKE
 NV1026'DEPRESSION NEAR THE CENTER OF THE BUTTE.
 NV1026'
 NV1026'STATION MARK, STAMPED FLAT 1915 1935, IS A STANDARD DISK
 NV1026'CEMENTED IN A DRILL HOLE IN A BOULDER 20 INCHES IN DIAMETER,
 NV1026'PROJECTING 4 INCHES ABOVE THE GROUND AND 12.1 FEET WEST OF A
 NV1026'WITNESS POST.
 NV1026'
 NV1026'REFERENCE MARK NUMBER 1, STAMPED FLAT NO 1 1915 1935, IS
 NV1026'A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 18 INCHES
 NV1026'IN DIAMETER, PROJECTING 12 INCHES ABOVE THE GROUND AND IS
 NV1026'ABOUT 10 INCHES HIGHER IN ELEVATION THAN THE STATION MARK.
 NV1026'
 NV1026'REFERENCE MARK NUMBER 2, STAMPED FLAT NO 2 1915 1935, IS A STANDARD
 NV1026'DISK CEMENTED IN A DRILL HOLE IN A BOULDER 24 INCHES SQUARE,
 NV1026'PROJECTING 8 INCHES ABOVE THE GROUND AND IS AT THE SAME
 NV1026'ELEVATION AS THE STATION MARK.
 NV1026'
 NV1026'REFERENCE MARK NUMBER 3, STAMPED FLAT NO 3 1915 1935, IS A
 NV1026'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 3 FEET IN
 NV1026'DIAMETER, PROJECTING 3 FEET ABOVE THE GROUND AND 2 FEET LOWER
 NV1026'THAN THE CREST OF THE RIDGE.  TO REACH FROM THE STATION, GO
 NV1026'SOUTH SOUTHEAST, CROSSING CUP-LIKE DEPRESSION, FOR 0.15 MILE
 NV1026'TO THE NORTH END OF ROCKY RIDGE AND THE AZIMUTH MARK 2 FEET
 NV1026'LOWER THAN THE CREST.
 NV1026'
 NV1026'STATION IS REACHED AS FOLLOWS--FROM THE INTERSECTION OF
 NV1026'U.S. HIGHWAY 93 AND MAIN STREET IN JEROME, GO EAST ON MAIN
 NV1026'STREET AND U.S. HIGHWAY 93 FOR 3.6 MILES TO THE JUNCTION OF
 NV1026'STATE HIGHWAY 25.  KEEP RIGHT ON HIGHWAY 25 FOR 0.5 MILE.
 NV1026'TURN LEFT ON A DIRT ROAD AND GO 0.75 MILE TO THE INTERSECTION
 NV1026'OF A POWER LINE AND A TELEPHONE LINE.  TURN LEFT FOR 100
 NV1026'FEET, THEN RIGHT ON A TRACK ROAD AND GO EAST AND NORTHEAST
 NV1026'FOR 0.45 MILE TO A ROAD FORK.  KEEP RIGHT FOR 0.1 MILE TO THE
 NV1026'CREST OF A LOW RIDGE AND A ROAD FORKS.  KEEP RIGHT AND GO 0.2 MILE
 NV1026'TO THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 NV1026
 NV1026                          STATION RECOVERY (1959)
 NV1026
 NV1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV1026'THE STATION MARK, REFERENCE MARKS 1.2 AND THE AZIMUTH MARK
 NV1026'WERE RECOVERED IN GOOD CONDITION.  THE STATION IS IN JEROME
 NV1026'COUNTY RATHER THAN LINCOLN COUNTY AS LISTED IN THE 1947
 NV1026'RECOVERY.  THE MEASUREMENTS TO R.M. 1 AND 2 WERE REVERSED IN
 NV1026'THE 1946 RECOVERY.  MEASUREMENTS TO R.M. 2 WAS 0.09 FOOT SHORTER
 NV1026'THAN WAS LISTED IN THE RECOVERIES OF 1935, 1946, 1947.  THE
 NV1026'MEASUREMENT TO R.M. 1 CHECKED THE PAST MEASUREMENTS.  R.M. 3
 NV1026'USED AS AN AZIMUTH MARK IS NOW BLOCKED FROM SITE BY THE TWIN
 NV1026'FALLS, KLIX-TV TRANSMITTING BUILDING.  A COMPLETE NEW
 NV1026'DESCRIPTION FOLLOWS--
 NV1026'
 NV1026'THE STATION IS 4-3/4 MILES EAST-NORTHEAST OF JEROME, ON TOP OF
 NV1026'FLATTOP BUTTE AT THE SITE OF THE TWIN FALLS KLIX-TV TRANSMITTING
 NV1026'BUILDING AND MAST.  IT IS 61.5 FEET WEST FROM THE NORTHWEST
 NV1026'CORNER OF THE CONCRETE BLOCK BUILDING, 66.5 FEET NORTH FROM
 NV1026'THE SOUTHWEST CORNER AND 37 FEET NORTH FROM A POWER LINE POLE
 NV1026'WITH TRANSFORMER.  THE STATION IS A STANDARD DISK CEMENTED IN
 NV1026'DRILL HOLE IN BOULDER PROJECTING 4 INCHES AND STAMPED FLAT
 NV1026'1915 1935.
 NV1026'
 NV1026'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE HIGHWAY
 NV1026'25, 3.85 MILES EAST FROM THE CENTER OF JEROME, GO EAST ON
 NV1026'HIGHWAY 25 FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 NV1026'NORTHEAST ON GRAVELED ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT.
 NV1026'TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 0.4 MILE TO A
 NV1026'Y-INTERSECTION.  TAKE RIGHT FORK AND GO NORTH ON GRAVELED
 NV1026'ROAD FOR 0.35 MILE TO A Y-INTERSECTION.  TAKE RIGHT FORK UP
 NV1026'HILL ON GRAVELED ROAD FOR 0.15 MILE TO THE STATION JUST WEST OF
 NV1026'THE TRANSMITTING BUILDING.
 NV1026'
 NV1026'REFERENCE MARK 1 IS 73 FEET WEST FROM THE NORTHWEST CORNER OF
 NV1026'THE TRANSMITTING BUILDING AND 45 FEET NORTH-NORTHWEST FROM THE
 NV1026'POWER LINE POLE.
 NV1026'
 NV1026'REFERENCE MARK 2 IS 55 FEET WEST FROM THE SOUTHWEST CORNER OF
 NV1026'THE BUILDING AND 27 FEET WEST-SOUTHWEST FROM THE POWER LINE POLE.
 NV1026'THE MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES IN BOULDERS
 NV1026'PROJECTING 8 INCHES AND 6 INCHES, STAMPED FLAT 1915 1935 AND
 NV1026'NO 1 AND NO 2 RESPECTIVELY.
 NV1026'
 NV1026'REFERENCE MARK 3 IS 8 FEET NORTHWEST AND 4 FEET LOWER THAN
 NV1026'THE TOP OF A PROMINENT RAZOR BACK ROCKY RIDGE.  IT IS A
 NV1026'STANDARD REFERENCE DISK CEMENTED IN A DRILL HOLE IN BOULDER
 NV1026'PROJECTING 2 FEET, STAMPED FLAT NO 3 1915 1935.
 NV1026
 NV1026                          STATION RECOVERY (1970)
 NV1026
 NV1026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NV1026'INSTRUMENT STAND 4.9 FT ABOVE STATION MARK.
 NV1026'
 NV1026'NOTE BY USGS, 1967--REFERENCE MARK NO. 2 NOT FOUND.  THIS MARK
 NV1026'PROBABLY DESTROYED BY CONSTRUCTION OF T.V. TRANSMITTING TOWER
 NV1026'IN 1963.
 NV1026'
 NV1026'REFERENCE MARK NO. 3--LINE OF SIGHT OBSTRUCTED BY T.V.
 NV1026'TRANSMITTING BUILDING.  A STANDARD USC AND GS BRASS TABLET
 NV1026'STAMPED FLAT NO 3 1915 1935.
 NV1026'
 NV1026'REFERENCE MARK NO. 4, SET IN 1967--A STANDARD USGS BRASS
 NV1026'TABLET STAMPED NO 4 1967, CEMENTED IN STONE.  MARK IS 52.1
 NV1026'FT W. OF A LIGHT POLE AND 35.8 FT N. OF NORTHWEST CORNER OF A
 NV1026'WOVEN WIRE FENCE AROUND T.V. TRANSMITTING BUILDING.
 NV1026'
 NV1026'NOTE BY USGS, 1970--MARKS FOUND AS DESCRIBED BY USGS IN 1967.
 NV1026'
 NV1026'STATION MARK--STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER 20
 NV1026'IN. IN DIAMETER, PROJECTING 4 IN. ABOVE THE GROUND AND 12.1 FT. W. OF
 NV1026'A WITNESS POST, STAMPED---FLAT 1915 1935---.
 NV1026
 NV1026                          STATION RECOVERY (1992)
 NV1026
 NV1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV1026'THE STATION AND REFERENCE MARK 4 WERE RECOVERED IN GOOD CONDITION.
 NV1026'REFERENCE MARK 1 WAS FOUND DESTROYED.  PART OF THE STEM IS ALL THAT
 NV1026'REMAINS.  REFERENCE MARK 3 WAS NOT RECOVERED.  NO ADDITIONAL MARKS
 NV1026'WERE SET.  THE DISTANCE TO REFERENCE MARK 4 WAS FOUND TO BE
 NV1026'23-MILLIMETERS SHORTER THAN THE 1970 USGS DATA.  THE HORIZONTAL
 NV1026'DIRECTION TO REFERENCE MARK 4 COMPAIRED FAVORABLY WITH THE 1970 USGS
 NV1026'DATA.  OWNERSHIP--BUREAU OF LAND MANAGEMENT.
 NV1026'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE HIGHWAY 25
 NV1026'WHICH IS 6.2 KM (3.9 MI) EAST OF JEROME.  GO EAST AND SOUTHEAST ON
 NV1026'STATE HIGHWAY 25 FOR 1.13 KM (0.70 MI) TO A SIDE ROAD LEFT.  TURN
 NV1026'LEFT AND GO EASTERLY ON A PAVED ROAD FOR .507 KM (0.315 MI) TO A
 NV1026'GRAVEK CROSS-ROADS.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR .705
 NV1026'KM (0.438 MI) TO A GRAVEL SIDE ROAD RIGHT.  TURN RIGHT AND GO
 NV1026'EASTERLY ON THE GRAVEL ROAD FOR .262 KM (0.163 MI) TO THE TOP OF THE
 NV1026'HILL AND THE KMVT TV BUILDING AND THE MARK ON THE LEFT JUST WEST OF
 NV1026'THE BUILDING.  LOCATED 18.5 M (60.7 FT) WEST OF THE NORTHWEST CORNER
 NV1026'OF THE BUILDING, 20.1 M (65.9 FT) NORTH OF THE SOUTHWEST CORNER OF
 NV1026'THE BUILDING.
 NV1026'REFERENCE MARK 4 IS A STANDARD USGS REFERENCE MARK DISK CEMENTED INTO
 NV1026'A DRILL HOLE IN A SMALL BOULDER PROJECTING ABOUT 2-CM.  THE DISK IS
 NV1026'STAMPED NO 4 1967.  LOCATED 15.9 M (52.2 FT) WEST OF A LIGHT POLE,
 NV1026'10.9 M (35.8 FT) NORTH OF THE NORTHWEST CORNER OF THE BUILDING AND
 NV1026'6.4 M (21.0 FT) SOUTH-SOUTHWEST FROM THE STATION.
 NV1026'STATION MARK IS A STANDARD CGS TRIANGULATION DISK CEMENTED INTO A
 NV1026'DRILL HOLE IN A 50-CM IN DIAMETER PARTIALLY EXPOSED BOULDER
 NV1026'PROJECTING ABOUT 10-CM.  NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0958 ***********************************************************************
 NV0958  DESIGNATION -  FLAT
 NV0958  PID         -  NV0958
 NV0958  STATE/COUNTY-  ID/OWYHEE
 NV0958  USGS QUAD   -  HAMMETT (1992)
 NV0958
 NV0958                         *CURRENT SURVEY CONTROL
 NV0958  ___________________________________________________________________
 NV0958* NAD 83(1992)-  42 52 48.57373(N)    115 29 43.96510(W)     ADJUSTED  
 NV0958* NAVD 88     -       951.1    (meters)    3120.     (feet)  VERTCON   
 NV0958  ___________________________________________________________________
 NV0958  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 NV0958  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 NV0958
 NV0958  HORZ ORDER  -  THIRD
 NV0958
 NV0958.The horizontal coordinates were established by classical geodetic methods
 NV0958.and adjusted by the National Geodetic Survey in July 1992..
 NV0958
 NV0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0958
 NV0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0958
 NV0958.The geoid height was determined by GEOID03.
 NV0958
 NV0958;                    North         East     Units Scale Factor Converg.
 NV0958;SPC ID W     -   134,815.494   820,787.334   MT  0.99993865   +0 10 23.3
 NV0958;UTM  11      - 4,748,604.611   622,864.694   MT  0.99978571   +1 01 25.9
 NV0958
 NV0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0958!SPC ID W     -   0.99985341  x   0.99993865  =   0.99979207
 NV0958!UTM  11      -   0.99985341  x   0.99978571  =   0.99963915
 NV0958
 NV0958:                Primary Azimuth Mark                     Grid Az
 NV0958:SPC ID W     -  BROWN CREEK                              266 17 21.6
 NV0958:UTM  11      -  BROWN CREEK                              265 26 19.0
 NV0958
 NV0958|---------------------------------------------------------------------|
 NV0958| PID    Reference Object                     Distance      Geod. Az  |
 NV0958|                                                           dddmmss.s |
 NV0958| NV1189 BROWN CREEK                         APPROX. 4.6 KM 2662744.9 |
 NV0958|---------------------------------------------------------------------|
 NV0958
 NV0958                          SUPERSEDED SURVEY CONTROL
 NV0958
 NV0958  NAD 83(1986)-  42 52 48.57373(N)    115 29 43.96378(W) AD(       ) 3
 NV0958  NGVD 29 (01/23/89)  950.2    (m)         3117.     (f) VERT ANG       
 NV0958
 NV0958.Superseded values are not recommended for survey control.
 NV0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0958.See file dsdata.txt to determine how the superseded data were derived.
 NV0958
 NV0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2286548605(NAD 83)
 NV0958_MARKER: DS = TRIANGULATION STATION DISK
 NV0958_SETTING: 0 = UNSPECIFIED SETTING
 NV0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0958
 NV0958  HISTORY     - Date     Condition        Report By
 NV0958  HISTORY     - 1946     MONUMENTED       USGS
 NV0958
 NV0958                          STATION DESCRIPTION
 NV0958
 NV0958'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV0958'LOCATED ABOUT 5 MI. (AIRLINE) S. OF HAMMETT, ON A HIGH, FLAT RIDGE.
 NV0958'
 NV0958'TO REACH FROM HAMMETT, DRIVE W. ON U.S. HIGHWAY 30 FOR 1.2 MI., TURN
 NV0958'LEFT ONTO GRADED RD. FOR 0.45 MI., TURN RIGHT (W.) 2.1 MI., CROSS
 NV0958'INDIAN COVE BRIDGE OVER THE SNAKE RIVER AND CONTINUE W. AND S. FOR
 NV0958'1.5 MI., TURN LEFT JUST BEFORE CROSSING THE BRIDGE OVER BROWN CREEK
 NV0958'AND GO S. FOR 0.5 MI. TO A CROSSROADS LEADING TO FARM HOUSES, TURN
 NV0958'LEFT AND GO THROUGH FARMYARD AND WIRE GATES ON TRACK RD. UP THE DRAW
 NV0958'AND OVER SEVERAL DITCHES FOR 0.9 MI. TO SUMMIT, CONTINUE ON FOR 0.3
 NV0958'MI. TO A Y-JUNCTION, CONTINUE STRAIGHT AHEAD FOR 2.2 MI. TO TOP, TURN
 NV0958'RIGHT OFF OF TRACK RD. ABOUT 300 FT. ACROSS COUNTRY TO STATION.
 NV0958'
 NV0958'STATION MARK--STANDARD TABLET STAMPED---FLAT 1946---, CEMENTED IN
 NV0958'TOP OF PARTIALLY BURIED BOULDER.
 NV0958'
 NV0958'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---FLAT
 NV0958'NO 1---, CEMENTED IN TOP OF PARTIALLY BURIED BOULDER, 27.67 FT. FROM
 NV0958'STATION MARK IN BEARING N 23 DEG. 45 MIN. E.
 NV0958'
 NV0958'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---FLAT
 NV0958'NO 2---, CEMENTED IN TOP OF PARTIALLY BURIED BOULDER, 28.58 FT. FROM
 NV0958'STATION MARK IN BEARING S 68 DEG. 22 MIN. E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY1021 ***********************************************************************
 RY1021  FBN         -  This is a Federal Base Network Control Station.
 RY1021  DESIGNATION -  FLAT GPS
 RY1021  PID         -  RY1021
 RY1021  STATE/COUNTY-  ID/IDAHO
 RY1021  USGS QUAD   -  HUCKLEBERRY BUTTE (1994)
 RY1021
 RY1021                         *CURRENT SURVEY CONTROL
 RY1021  ___________________________________________________________________
 RY1021* NAD 83(1999)-  46 20 19.45628(N)    115 18 52.42237(W)     ADJUSTED  
 RY1021* NAVD 88     -       632.16   (meters)    2074.0    (feet)  N HEIGHT  
 RY1021  ___________________________________________________________________
 RY1021  X           -  -1,886,338.582 (meters)                     COMP
 RY1021  Y           -  -3,987,956.542 (meters)                     COMP
 RY1021  Z           -   4,591,768.684 (meters)                     COMP
 RY1021  LAPLACE CORR-           9.72  (seconds)                    DEFLEC99
 RY1021  ELLIP HEIGHT-         616.35  (meters)          (09/01/00) GPS OBS
 RY1021  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 RY1021  DYNAMIC HT  -         632.07  (meters)    2073.7   (feet)  COMP
 RY1021  MODELED GRAV-     980,440.6   (mgal)                       NAVD 88
 RY1021
 RY1021  HORZ ORDER  -  A
 RY1021  VERT ORDER  -  THIRD
 RY1021  ELLP ORDER  -  THIRD     CLASS I
 RY1021
 RY1021.The horizontal coordinates were established by GPS observations
 RY1021.and adjusted by the National Geodetic Survey in September 2000..
 RY1021.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RY1021.DATUM ITEM on the data sheet items page.
 RY1021
 RY1021.The orthometric height was determined by differential leveling
 RY1021.and adjusted by the National Geodetic Survey in August 1995..
 RY1021.The height was determined by precise leveling from only one NSRS
 RY1021.bench mark.  This was not adequate "tie leveling" to NSRS and was
 RY1021.allowed ONLY to validate the GPS-derived height.
 RY1021
 RY1021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RY1021
 RY1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1021
 RY1021.The ellipsoidal height was determined by GPS observations
 RY1021.and is referenced to NAD 83.
 RY1021
 RY1021.The geoid height was determined by GEOID03.
 RY1021
 RY1021.The dynamic height is computed by dividing the NAVD 88
 RY1021.geopotential number by the normal gravity value computed on the
 RY1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY1021.degrees latitude (g = 980.6199 gals.).
 RY1021
 RY1021.The modeled gravity was interpolated from observed gravity values.
 RY1021
 RY1021;                    North         East     Units Scale Factor Converg.
 RY1021;SPC ID W     -   519,182.220   833,521.806   MT  0.99994714   +0 18 54.0
 RY1021;UTM  11      - 5,133,065.054   629,707.846   MT  0.99980681   +1 13 10.1
 RY1021
 RY1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1021!SPC ID W     -   0.99990339  x   0.99994714  =   0.99985053
 RY1021!UTM  11      -   0.99990339  x   0.99980681  =   0.99971022
 RY1021
 RY1021                          SUPERSEDED SURVEY CONTROL
 RY1021
 RY1021  NAD 83(1986)-  46 20 19.45355(N)    115 18 52.41233(W) AD(       ) 1
 RY1021  NAD 83(1992)-  46 20 19.45477(N)    115 18 52.42173(W) AD(       ) B
 RY1021  ELLIP H (05/15/92)  616.48   (m)                       GP(       ) 4 2
 RY1021  NAD 27      -  46 20 19.75969(N)    115 18 48.94950(W) AD(       ) 1
 RY1021  NAVD 88 (01/29/98)  632.16   (m)         2074.0    (f) LEVELING    3  
 RY1021  NAVD 88 (01/22/97)  632.16   (m)         2074.0    (f) LEVELING    3  
 RY1021  NGVD 29 (??/??/??)  631.03   (m)         2070.3    (f) N HEIGHT    3  
 RY1021
 RY1021.Superseded values are not recommended for survey control.
 RY1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1021.See file dsdata.txt to determine how the superseded data were derived.
 RY1021
 RY1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM2970833065(NAD 83)
 RY1021_MARKER: DH = HORIZONTAL CONTROL DISK
 RY1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY1021_SP_SET: CONCRETE POST
 RY1021_STAMPING: FLAT GPS 1991
 RY1021_MARK LOGO: NGS   
 RY1021_MAGNETIC: N = NO MAGNETIC MATERIAL
 RY1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY1021+STABILITY: SURFACE MOTION
 RY1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RY1021+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 RY1021
 RY1021  HISTORY     - Date     Condition        Report By
 RY1021  HISTORY     - 1991     MONUMENTED       NGS
 RY1021  HISTORY     - 19911008 GOOD             NGS
 RY1021  HISTORY     - 19960806 GOOD             NGS
 RY1021  HISTORY     - 19990514 GOOD             NGS
 RY1021  HISTORY     - 19990903 GOOD             NGS
 RY1021  HISTORY     - 20041115 GOOD             DJC
 RY1021
 RY1021                          STATION DESCRIPTION
 RY1021
 RY1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RY1021'THE STATION IS LOCATED ABOUT 45 KM (28.0 MI) SOUTHWEST OF POWELL, 25
 RY1021'KM (15.5 MI) NORTHEAST OF LOWELL AND 3 KM (1.9 MI) WEST OF LONE KNOB
 RY1021'MOUNTAIN IN A SMALL AREA KNOWN AS BOULDER FLATS.  OWNERSHIP--U.S.
 RY1021'FOREST SERVICE, CLEARWATER NATIONAL FOREST.
 RY1021'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 RY1021'HIGHWAY 13 IN KOOSKIA, GO EAST ON HIGHWAY 12 FOR 26.16 KM (16.26 MI)
 RY1021'TO THE SMALL TOWN OF SYRINGA AND CHEVRON GAS STATION AND CAFE ON THE
 RY1021'LEFT.  CONTINUE EAST ON HIGHWAY 12 FOR 10.94 KM (6.80 MI) TO SELWAY
 RY1021'ROAD ON THE RIGHT THAT LEADS TO THE SMALL TOWN OF LOWELL.  CONTINUE
 RY1021'EAST-NORTHEAST ON HIGHWAY 12 FOR 39.9 KM (24.8 MI) TO THE OLD LOCHSA
 RY1021'HISTORICAL RANGER STATION VISITOR CENTER ON THE LEFT.  CONTINUE AHEAD
 RY1021'ON HIGHWAY 12 FOR 1.0 KM (0.6 MI) TO A DIRT ROAD ON THE RIGHT (FIRST
 RY1021'DIRT ROAD ON RIGHT AFTER THE RANGER STATION).  TURN RIGHT AND GO FOR
 RY1021'76 M (249.3 FT) TOWARDS THE RIVER, TO THE TOP OF A SMALL KNOLL AND
 RY1021'THE STATION ON THE RIGHT.
 RY1021'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 RY1021'LOCATED 6.8 M (22.3 FT) SOUTH OF THE CENTER OF THE DIRT ROAD, 1 M
 RY1021'(3.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST AND 0.7 M (2.3 FT)
 RY1021'SOUTHWEST OF A FIBERGLASS WITNESS POST.
 RY1021
 RY1021                          STATION RECOVERY (1996)
 RY1021
 RY1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 RY1021'RECOVERED AS DESCRIBED BY R.W.  DANIEL.
 RY1021
 RY1021                          STATION RECOVERY (1999)
 RY1021
 RY1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 RY1021'THE STATION IS LOCATED ABOUT 45 KM (27.95 MI) SOUTHWEST OF POWELL, 25
 RY1021'KM (15.55 MI) NORTHEAST OF LOWELL AND 3 KM (1.85 MI) WEST OF LONE KNOB
 RY1021'MOUNTAIN, IN A SMALL AREA KNOWN AS BOULDER FLATS.  OWNERSHIP--US
 RY1021'FOREST SERVICE.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 RY1021'12 AND STATE HIGHWAY 13 IN KOOSKIA, GO EAST ON US HIGHWAY 12 FOR 26.15
 RY1021'KM (16.25 MI) TO THE CHEVRON GAS STATION, CAFE ON THE LEFT IN THE
 RY1021'SMALL TOWN OF SYRINGA.  CONTINUE AHEAD, EAST ON HIGHWAY 12 FOR 10.94
 RY1021'KM (6.80 MI) TO THE JUNCTION OF SELWAY ROAD ON THE RIGHT, LEADING TO
 RY1021'THE SMALL TOWN OF LOWELL.  CONTINUE AHEAD, EAST-NORTHEAST ON HIGHWAY
 RY1021'12 FOR 39.9 KM (24.80 MI) TO THE ENTRANCE ROAD TO THE OLD LOCHSA
 RY1021'HISTORICAL RANGER STATION VISITOR CENTER ON THE LEFT. CONTINUE AHEAD
 RY1021'NORTHEAST ON HIGHWAY 12 FOR 1.0 KM (0.60 MI) TO A DIRT ROAD ON THE
 RY1021'RIGHT, 0.16 KM (0.10 MI) NORTHEAST OF HIGHWAY MILEPOST 122.  TURN
 RY1021'RIGHT, SOUTHEAST ON THE DIRT ROAD FOR 0.08 KM (0.05 MI) TO TWO SMALL
 RY1021'KNOLLS ABOUT 3.66 M (12.01 FT) HIGH ON THE RIGHT AND THE STATION ON
 RY1021'THE SOUTHWEST SIDE OF THE ROAD AT THE BASE OF THE NORTHWEST ONE OF THE
 RY1021'TWO KNOLLS.  THE STATION IS SET IN THE TOP OF A 20 CM CONCRETE POST
 RY1021'RECESSED 15 CM BELOW GROUND.  LOCATED ABOUT 0.08 KM (0.05 MI)
 RY1021'NORTHWEST OF A SHARP CURVE IN THE DIRT ROAD AT A LONE SPRUCE TREE
 RY1021'ABOUT 12.19 M (39.99 FT) HIGH AND NEAR THE BANK OF THE RIVER, 18.59 M
 RY1021'(60.99 FT) SOUTHEAST OF A 30 CM LONE SPRUCE TREE ABOUT 4.57 M (14.99
 RY1021'FT) HIGH LOCATED AT THE NORTHWEST END OF THE BASE OF THE NORTHWEST ONE
 RY1021'OF THE TWO KNOLLS, 5.64 M (18.50 FT) SOUTHWEST OF THE CENTER OF THE
 RY1021'DIRT ROAD AND 0.24 M (0.79 FT) NORTH OF A FIBERGLASS WITNESS POST.
 RY1021
 RY1021                          STATION RECOVERY (1999)
 RY1021
 RY1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 RY1021'RECOVERED AS DESCRIBED EXCEPT THE TREES DESCRIBED ARE CEDAR AND FIR
 RY1021'RESPECTIVELY.
 RY1021
 RY1021                          STATION RECOVERY (2004)
 RY1021
 RY1021'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 RY1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1200 ***********************************************************************
 NV1200  DESIGNATION -  FLAT TOP
 NV1200  PID         -  NV1200
 NV1200  STATE/COUNTY-  ID/OWYHEE
 NV1200  USGS QUAD   -  POT HOLE BUTTE (1981)
 NV1200
 NV1200                         *CURRENT SURVEY CONTROL
 NV1200  ___________________________________________________________________
 NV1200* NAD 83(1992)-  42 37 37.86592(N)    115 30 34.42590(W)     ADJUSTED  
 NV1200* NAVD 88     -      1347.6    (meters)    4421.     (feet)  VERTCON   
 NV1200  ___________________________________________________________________
 NV1200  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 NV1200  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 NV1200
 NV1200  HORZ ORDER  -  THIRD
 NV1200
 NV1200.The horizontal coordinates were established by classical geodetic methods
 NV1200.and adjusted by the National Geodetic Survey in July 1992..
 NV1200
 NV1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1200
 NV1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1200
 NV1200.The geoid height was determined by GEOID03.
 NV1200
 NV1200;                    North         East     Units Scale Factor Converg.
 NV1200;SPC ID W     -   106,711.579   819,722.291   MT  0.99993812   +0 09 46.2
 NV1200;UTM  11      - 4,720,492.324   622,216.137   MT  0.99978377   +1 00 34.2
 NV1200
 NV1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1200!SPC ID W     -   0.99979127  x   0.99993812  =   0.99972940
 NV1200!UTM  11      -   0.99979127  x   0.99978377  =   0.99957509
 NV1200
 NV1200|---------------------------------------------------------------------|
 NV1200| PID    Reference Object                     Distance      Geod. Az  |
 NV1200|                                                           dddmmss.s |
 NV1200| CD5082 FLAT TOP RM 1                         4.230 METERS 03126     |
 NV1200| CD5083 FLAT TOP RM 2                         7.135 METERS 13307     |
 NV1200| NV1191 EAGLE                               APPROX.16.4 KM 3394506.1 |
 NV1200|---------------------------------------------------------------------|
 NV1200
 NV1200                          SUPERSEDED SURVEY CONTROL
 NV1200
 NV1200  NAD 83(1986)-  42 37 37.86531(N)    115 30 34.42859(W) AD(       ) 3
 NV1200  NAD 27      -  42 37 38.22149(N)    115 30 31.17183(W) AD(       ) 3
 NV1200  NGVD 29 (07/19/86) 1346.6    (m)         4418.     (f) VERT ANG       
 NV1200
 NV1200.Superseded values are not recommended for survey control.
 NV1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1200.See file dsdata.txt to determine how the superseded data were derived.
 NV1200
 NV1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2221620492(NAD 83)
 NV1200_MARKER: DD = SURVEY DISK
 NV1200_SETTING: 66 = SET IN ROCK OUTCROP
 NV1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1200
 NV1200  HISTORY     - Date     Condition        Report By
 NV1200  HISTORY     - 1946     MONUMENTED       USGS
 NV1200  HISTORY     - 1972     GOOD             USGS
 NV1200  HISTORY     - 1975     GOOD             USGS
 NV1200
 NV1200                          STATION DESCRIPTION
 NV1200
 NV1200'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV1200'LOCATED ABOUT 23 MI. SE. OF BRUNEAU, ABOUT 7 MI. NE. OF THE JUNCTION
 NV1200'OF THE E. FORK AND W. FORK OF THE BRUNEAU RIVER ON TOP OF A FLAT
 NV1200'PROMINENT HILL.
 NV1200'
 NV1200'TO REACH FROM BRUNEAU, FOLLOW THE RD. SE. TO HOT SPRINGS FOR 7.9 MI.
 NV1200'TO INTERSECTION (WITH SIGN POINTING DIRECTION TO CLOVER CROSSING AND
 NV1200'INDIAN BATH TUB), TAKE LEFT FORK AND CONTINUE ON MAIN TRAVELED RD. FOR
 NV1200'0.5 MI. TO RD. INTERSECTION.  TAKE LEFT FORK STAYING ON MAIN TRAVELED
 NV1200'RD. FOR 3.8 MI. TO TOP OF PLATEAU AND RD. FORK LEFT.  TAKE RIGHT FORK
 NV1200'AND GO 1.4 MI. TO RD. FORK LEFT, TAKE RIGHT FORK KEEPING ON MAIN
 NV1200'TRAVELED RD. FOR 2.6 MI. TO A RD. FORK RIGHT.  KEEP LEFT AND GO 5.0
 NV1200'MI. TO A Y-INTERSECTION.  TAKE RIGHT FORK AND CONTINUE FOR 1.7 MI. TO
 NV1200'A RD. FROM THE E. FOLLOWING A PIPELINE.  TURN LEFT ON THE PIPELINE RD.
 NV1200'AND GO 1.2 MI. TO WHERE A JEEP TRAIL IS CUT BY THE PIPELINE RD.  TURN
 NV1200'RIGHT ON JEEP TRAIL AND GO 1.1 MI. UP THE LOW HILL TO TOP AND STATION.
 NV1200'
 NV1200'STATION MARK--A STANDARD USGS TABLET STAMPED---FLAT TOP 1946---,
 NV1200'CEMENTED IN TOP OF A BURIED ROCK.
 NV1200'
 NV1200'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 NV1200'FLAT TOP 1946---, CEMENTED IN BOULDER, DISTANCE OF 13.88 FT. AND IN
 NV1200'BEARING OF N 31 DEG. 26 MIN. E. FROM STATION.
 NV1200'
 NV1200'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 NV1200'FLAT TOP 1946---, CEMENTED IN BOULDER FLUSH WITH GROUND AND ABOUT
 NV1200'LEVEL WITH STATION MARK, DISTANCE OF 23.40 FT. AND IN BEARING OF
 NV1200'S 46 DEG. 53 MIN. E FROM STATION.
 NV1200
 NV1200                          STATION RECOVERY (1972)
 NV1200
 NV1200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NV1200'LOCATED ABOUT 23 MI SE. OF BRUNEAU.  ABOUT 7 MI NE. OF THE JUNCTION
 NV1200'OF THE EAST FORK AND WEST FORK OF THE BRUNEAU RIVER ON TOP OF A FLAT
 NV1200'PROMINENT HILL.
 NV1200'
 NV1200'TO REACH FROM BRUNEAU, FOLLOW THE RD. SE. TO HOT SPRINGS FOR 7.9
 NV1200'MI TO INTERSECTION (WITH SIGN POINTING DIRECTION TO CLOVER CROSSING
 NV1200'AND INDIAN BATH TUB) TAKE LEFT FORK AND CONTINUE ON MAIN TRAVELED
 NV1200'RD. FOR 0.5 MI TO RD. INTERSECTION.  TAKE LEFT FORK STAYING ON
 NV1200'MAIN TRAVELED RD. FOR 3.8 MI TO TOP OF PLATEAU AND RD. FORK
 NV1200'LEFT.  TAKE RIGHT FORK AND GO 1.4 MI TO RD FORK LEFT, TAKE RIGHT
 NV1200'FORK KEEPING ON MAIN TRAVELED RD. FOR 2.6 MI TO A RD. FORK
 NV1200'RIGHT.  KEEP LEFT AND GO 5.0 MI TO A Y-INTERSECTION.  TAKE
 NV1200'RIGHT FORK AND CONTINUE FOR 1.7 MI TO A RD. FROM THE EAST
 NV1200'FOLLOWING A PIPELINE.  TURN LEFT ON THE PIPELINE RD. AND GO
 NV1200'1.2 MI TO WHERE A JEEP TRAIL IS CUT BY THE PIPELINE RD.  TURN
 NV1200'RIGHT ON JEEP TRAIL AND GO 1.1 MI UP THE LOW HILL TO TOP AND
 NV1200'STATION.
 NV1200'
 NV1200'STATION MARK--A STANDARD USGS TABLET STAMPED FLAT TOP 1946
 NV1200'CEMENTED IN TOP OF A BURIED ROCK.
 NV1200'
 NV1200'RM NO. 1--STANDARD REFERENCE MARK TABLET STAMPED NO1 FLAT TOP
 NV1200'1946 CEMENTED IN BOULDER.
 NV1200'
 NV1200'RM NO. 2--STANDARD REFERENCE MARK TABLET STAMPED NO 2 FLAT TOP
 NV1200'1946 CEMENTED IN BOULDER FLUSH WITH GROUND AND ABOUT LEVEL WITH
 NV1200'STATION MARK.
 NV1200
 NV1200                          STATION RECOVERY (1975)
 NV1200
 NV1200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV1200'RECOVERY NOTE BY USGS, 1975--OCCUPIED TO ESTABLISH ETVA ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1368 ***********************************************************************
 OH1368  DESIGNATION -  FLAT TOP
 OH1368  PID         -  OH1368
 OH1368  STATE/COUNTY-  ID/OWYHEE
 OH1368  USGS QUAD   -  PIUTE BUTTE (1989)
 OH1368
 OH1368                         *CURRENT SURVEY CONTROL
 OH1368  ___________________________________________________________________
 OH1368* NAD 83(1992)-  43 15 45.78766(N)    116 53 06.08187(W)     ADJUSTED  
 OH1368* NAVD 88     -      2055.4    (meters)    6743.     (feet)  VERTCON   
 OH1368  ___________________________________________________________________
 OH1368  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 OH1368  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 OH1368
 OH1368  HORZ ORDER  -  SECOND
 OH1368
 OH1368.The horizontal coordinates were established by classical geodetic methods
 OH1368.and adjusted by the National Geodetic Survey in July 1992..
 OH1368
 OH1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1368
 OH1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1368
 OH1368.The geoid height was determined by GEOID03.
 OH1368
 OH1368;                    North         East     Units Scale Factor Converg.
 OH1368;SPC ID W     -   177,906.940   707,850.206   MT  1.00003775   -0 46 40.6
 OH1368;UTM  11      - 4,789,996.360   509,331.580   MT  0.99960107   +0 04 43.7
 OH1368
 OH1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1368!SPC ID W     -   0.99968041  x   1.00003775  =   0.99971814
 OH1368!UTM  11      -   0.99968041  x   0.99960107  =   0.99928160
 OH1368
 OH1368|---------------------------------------------------------------------|
 OH1368| PID    Reference Object                     Distance      Geod. Az  |
 OH1368|                                                           dddmmss.s |
 OH1368| CD5086 FLAT TOP RM 2                         8.263 METERS 07646     |
 OH1368| CD5084 FLAT TOP AZ MK                                     2332154.5 |
 OH1368| CD5085 FLAT TOP RM 1                         8.175 METERS 35428     |
 OH1368|---------------------------------------------------------------------|
 OH1368
 OH1368                          SUPERSEDED SURVEY CONTROL
 OH1368
 OH1368  NAD 83(1991)-  43 15 45.78806(N)    116 53 06.08016(W) AD(       ) 2
 OH1368  NAD 83(1986)-  43 15 45.78867(N)    116 53 06.07992(W) AD(       ) 2
 OH1368  NAD 27      -  43 15 46.22080(N)    116 53 02.58740(W) AD(       ) 2
 OH1368  NGVD 29 (07/19/86) 2054.3    (m)         6740.     (f) VERT ANG       
 OH1368
 OH1368.Superseded values are not recommended for survey control.
 OH1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1368.See file dsdata.txt to determine how the superseded data were derived.
 OH1368
 OH1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH0933289996(NAD 83)
 OH1368_MARKER: DB = BENCH MARK DISK
 OH1368_SETTING: 80 = SET IN A BOULDER
 OH1368_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OH1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1368+STABILITY: SURFACE MOTION
 OH1368
 OH1368  HISTORY     - Date     Condition        Report By
 OH1368  HISTORY     - 1956     MONUMENTED       USGS
 OH1368  HISTORY     - 1959     GOOD             CGS
 OH1368  HISTORY     - 1964     GOOD             USGS
 OH1368  HISTORY     - 1969     GOOD             USGS
 OH1368
 OH1368                          STATION DESCRIPTION
 OH1368
 OH1368'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OH1368'LOCATED ABOUT 19.9 MI S. AND 4.5 MI E. OF MARSING.  AT HEAD OF
 OH1368'SQUAW CREEK ON HIGHEST POINT IN VICINITY.  STATION IS ON ROCK
 OH1368'POINT ON SOUTH END OF RIDGE WHICH RISES ABOUT 10 FT ABOVE GROUND
 OH1368'LEVEL.  A FENCE CROSSES TOP OF RIDGE 750 FT N. OF STATION.
 OH1368'
 OH1368'TO REACH FROM MARSING, DRIVE W. ON STATE HWY. 72 2 MI TO U.S.
 OH1368'HWY. 95.  FOLLOW U.S. HWY. 95 19 MI TO FORKS AT GRAVEL STOCKPILE.
 OH1368'TAKE LEFT FORK 1 MI TO RD. FORKS.  TAKE LEFT FORK 2.8 MI TO RD.
 OH1368'FORKS.  TAKE RIGHT FORK 0.3 MI TO RD. FORKS.  TAKE LEFT FORK 2.6 MI
 OH1368'TO RD. FORKS.  TAKE LEFT FORK 2 MI TO FORKS, CONTINUE STRAIGHT
 OH1368'AHEAD ON RIGHT FORK 1.2 MI TO FORKS.  TAKE LEFT FORK 0.4 MI TO
 OH1368'DIVIDE, CROSS DIVIDE 1.2 MI TO RD. FORKS.  TAKE LEFT FORK 0.1 MI
 OH1368'TO GATE.  TAKE LEFT FORK AT GATE 1.5 MI TO GATE, PASS THROUGH GATE
 OH1368'1.8 MI TO FORKS.  TAKE LEFT FORK 0.1 MI TO SADDLE.  LEAVE RD. IN
 OH1368'SADDLE AND GO UPHILL 0.1 MI TO END OF RD.  LEAVE TRUCK AND PACK
 OH1368'W. UPHILL TO STATION.  A 20-MINUTE PACK.
 OH1368'
 OH1368'STATION MARK--STANDARD TABLET STAMPED---FLAT TOP 1956---, CEMENTED
 OH1368'IN BOULDER SET IN EARTH.
 OH1368'
 OH1368'RM 1--STANDARD RM TABLET STAMPED---1 1956---.
 OH1368'
 OH1368'RM 2--STANDARD RM TABLET STAMPED---2 1956---.
 OH1368'
 OH1368'CAIRN--PROBABLY ORIGINAL STATION FLAT TOP 1898.
 OH1368
 OH1368                          STATION RECOVERY (1959)
 OH1368
 OH1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1368'THE STATION IS LOCATED AIRLINE ABOUT 22-1/2 MILES NORTH-NORTHEAST
 OH1368'OF JORDAN VALLEY, 20 MILES SOUTH OF MARSING, AND 17-1/2 MILES
 OH1368'WEST-NORTHWEST OF MURPHY AT THE SOUTH END OF A PROMINENT ROCKY
 OH1368'RIDGE WHICH RUNS NORTH-NORTHWEST AND SOUTH-SOUTHEAST AND
 OH1368'APPEARS TO BE FLAT ON TOP WHEN VIEWED FROM THE EAST OR WEST.
 OH1368'
 OH1368'TO REACH THE STATION FROM THE POST OFFICE IN MARSING GO WEST
 OH1368'ON STATE HIGHWAY 72 FOR 2.4 MILES TO A FORK AND INTERSECTION
 OH1368'WITH U.S. HIGHWAY 95.  TURN LEFT AND GO SOUTH 21.0 MILES
 OH1368'TO A SIDE ROAD ON THE LEFT AT A GRAVEL STOCKPILE.  TURN LEFT
 OH1368'AND GO EAST ABOUT 100 YARDS TO A FORK.  TAKE THE LEFT FORK
 OH1368'AND FOLLOW THE TRACK ROAD EASTERLY 1.0 MILE TO A FORK.  TAKE
 OH1368'THE LEFT FORK AND CONTINUE EASTERLY ON THE MOST TRAVELED
 OH1368'TRACK ROAD 3.2 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 OH1368'PROCEED 2.5 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 OH1368'0.5 MILE TO A FORK.  TAKE THE LEFT FORK AND GO EASTERLY UP
 OH1368'THE BOTTOM OF THE CANYON 1.1 MILES TO A STREAM CROSSING.
 OH1368'CONTINUE UP THE BOTTOM OF THE CANYON RECROSSING THE STREAM
 OH1368'SEVERAL TIMES 1.5 MILES TO A FORK.  TURN LEFT, DOWN
 OH1368'ACROSS THE STREAM, AND CLIMB NORTH 1.2 MILES TO A FLAT
 OH1368'SPOT AT THE CREST OF THE RIDGE.  HERE LEAVE THE TRACK ROAD
 OH1368'WITH A FOUR-WHEEL-DRIVE VEHICLE PICK WAY NORTHEASTERLY UP THE ROCKY
 OH1368'SLOPE 0.7 MILE TO THE AZIMUTH MARK ON THE CREST OF THE
 OH1368'RIDGE JUST BEFORE REACHING A FENCE LINE.  CONTINUE 0.1
 OH1368'MILE TO A GATE IN THE FENCE AND THE END OF TRUCK TRAVEL.
 OH1368'PACK NORTHEAST UP THE RIDGE, AROUND THE ROCK SLIDE,
 OH1368'ABOUT 30 MINUTES TO THE HIGHEST POINT AND THE STATION.
 OH1368'
 OH1368'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 OH1368'FLAT TOP 1956 CEMENTED IN A DRILL HOLE IN A BOULDER 10 INCHES
 OH1368'SQUARE PROJECTING 4 INCHES FROM THE GROUND.  IT IS 6.7 FEET
 OH1368'NORTH OF A POLE IN A 2-FOOT ROCK CAIRN.
 OH1368'
 OH1368'REFERENCE MARK NUMBER ONE IS A U.S. GEOLOGICAL SURVEY REFERENCE
 OH1368'DISK STAMPED 1 1956 CEMENTED IN A DRILL HOLE IN A 12 BY
 OH1368'18-INCH BOULDER PROJECTING 18 INCHES ABOVE THE GROUND.  IT
 OH1368'IS ABOUT 3 FEET LOWER THAN THE STATION MARK.
 OH1368'
 OH1368'REFERENCE MARK NUMBER TWO IS A U.S. GEOLOGICAL SURVEY REFERENCE
 OH1368'DISK STAMPED 2 1956 CEMENTED IN A DRILL HOLE IN A 8 BY 16-INCH
 OH1368'BOULDER PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS ABOUT
 OH1368'8 FEET LOWER THAN THE STATION MARK.
 OH1368'
 OH1368'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FLAT TOP 1959
 OH1368'CEMENTED IN A DRILL HOLE IN A 30 BY 36-INCH BOULDER PROJECTING
 OH1368'2 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET SOUTH OF AN
 OH1368'OLD POST OF A FORMER FENCE LINE.
 OH1368
 OH1368                          STATION RECOVERY (1964)
 OH1368
 OH1368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OH1368'RECOVERED AS DESCRIBED.  STATION REACHED BY HELICOPTER.
 OH1368
 OH1368                          STATION RECOVERY (1969)
 OH1368
 OH1368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OH1368'RECOVERED AS DESCRIBED.
 OH1368'
 OH1368'NEW TO REACH FOLLOWS--TO REACH FROM JORDAN VALLEY POST OFFICE,
 OH1368'DRIVE N. ON U.S. HWY. 95 20 MI TO ID STATE LINE, CONTINUE N. ON
 OH1368'HWY. 7.1 MI TO BLADED RD. E. AT STATE GRAVEL STOCKPILE AT CREST
 OH1368'OF HILL.  TURN RIGHT 0.2 MI TO CATTLEGUARD, CONTINUE ON BLADED RD.
 OH1368'500 FT TO Y-RD.  TAKE LEFT FORK AND FOLLOW MAIN BLADED RD. 6.7 MI
 OH1368'TO Y-RD.  TURN LEFT ON MAIN RD. 2.1 MI TO TRACK RD. LEFT.  TURN
 OH1368'LEFT AND CROSS DRAIN ON TRACK RD. 1.1 MI TO Y-TRAIL.  TURN RIGHT
 OH1368'AND FOLLOW TRACK UP STEEP GRADE (4-WHEEL DRIVE) 0.8 MI TO GATE ON
 OH1368'RIDGE, CONTINUE THROUGH GATE UP RIDGE 0.1 MI TO END OF TRUCK
 OH1368'TRAVEL.  PACK UP RIDGE TO TOP AND STATION.  ABOUT A 20-MINUTE
 OH1368'PACK.
 OH1368'
 OH1368'HEIGHT OF INSTRUMENT ABOVE STATION MARK--5.2 FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0991 ***********************************************************************
 NV0991  DESIGNATION -  FLAT TOP
 NV0991  PID         -  NV0991
 NV0991  STATE/COUNTY-  ID/TWIN FALLS
 NV0991  USGS QUAD   -  BIG BEND CROSSING (1980)
 NV0991
 NV0991                         *CURRENT SURVEY CONTROL
 NV0991  ___________________________________________________________________
 NV0991* NAD 83(1992)-  42 15 42.10933(N)    115 01 44.87054(W)     ADJUSTED  
 NV0991* NAVD 88     -      1679.9    (meters)    5511.     (feet)  VERTCON   
 NV0991  ___________________________________________________________________
 NV0991  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 NV0991  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 NV0991
 NV0991  HORZ ORDER  -  THIRD
 NV0991
 NV0991.The horizontal coordinates were established by classical geodetic methods
 NV0991.and adjusted by the National Geodetic Survey in July 1992..
 NV0991
 NV0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0991
 NV0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0991
 NV0991.The geoid height was determined by GEOID03.
 NV0991
 NV0991;                    North         East     Units Scale Factor Converg.
 NV0991;SPC ID C     -    66,600.953   415,090.010   MT  1.00003605   -0 41 31.7
 NV0991;SPC ID W     -    66,338.785   859,475.421   MT  0.99997684   +0 29 05.3
 NV0991;UTM  11      - 4,680,713.430   662,555.340   MT  0.99992514   +1 19 32.6
 NV0991
 NV0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0991!SPC ID C     -   0.99973907  x   1.00003605  =   0.99977511
 NV0991!SPC ID W     -   0.99973907  x   0.99997684  =   0.99971591
 NV0991!UTM  11      -   0.99973907  x   0.99992514  =   0.99966423
 NV0991
 NV0991|---------------------------------------------------------------------|
 NV0991| PID    Reference Object                     Distance      Geod. Az  |
 NV0991|                                                           dddmmss.s |
 NV0991| CR8025 FLAT TOP RM 2                        15.618 METERS 16642     |
 NV0991| NV1159 DEVIL                               APPROX. 9.5 KM 2232600.7 |
 NV0991| CR8024 FLAT TOP RM 1                        23.265 METERS 26631     |
 NV0991|---------------------------------------------------------------------|
 NV0991
 NV0991                          SUPERSEDED SURVEY CONTROL
 NV0991
 NV0991  NAD 83(1986)-  42 15 42.10980(N)    115 01 44.86967(W) AD(       ) 3
 NV0991  NGVD 29 (02/23/89) 1678.8    (m)         5508.     (f) VERT ANG       
 NV0991
 NV0991.Superseded values are not recommended for survey control.
 NV0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0991.See file dsdata.txt to determine how the superseded data were derived.
 NV0991
 NV0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG6255580713(NAD 83)
 NV0991_MARKER: DS = TRIANGULATION STATION DISK
 NV0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0991+STABILITY: SURFACE MOTION
 NV0991
 NV0991  HISTORY     - Date     Condition        Report By
 NV0991  HISTORY     - 1957     MONUMENTED       USGS
 NV0991  HISTORY     - 1963     GOOD             USGS
 NV0991  HISTORY     - 1974     GOOD             USGS
 NV0991
 NV0991                          STATION DESCRIPTION
 NV0991
 NV0991'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NV0991'LOCATED ABOUT 19 MI SSW. OF CASTLEFORD, 7.5 MI NW. OF CEDAR CREEK
 NV0991'RESERVOIR, 1.5 MI E. OF DEVIL CREEK.  ON SUMMIT NEAR WEST END OF
 NV0991'LONG, FLAT-TOPPED RIDGE.
 NV0991'
 NV0991'TO REACH FROM CASTLEFORD POST OFFICE, DRIVE 0.2 MI E. ON MAIN
 NV0991'STREET.  TURN RIGHT FOLLOWING MAIN RD. 13.2 MI S. ACROSS SALMON
 NV0991'FALLS CREEK CANYON TOWARD ROSEWORTH SCHOOLHOUSE TO T-RD. W.  TURN
 NV0991'RIGHT 0.7 MI TO T-RD.  TURN LEFT FOLLOWING MAIN RD. 10.5 MI S.
 NV0991'AND W. TO CURVE AT TOP OF RISE, TURN RIGHT THROUGH GATE 1.8 MI W.
 NV0991'TO DIM X-RDS.  TURN RIGHT 1.1 MI N. TO EARTH RESERVOIR, GO AROUND
 NV0991'EAST SIDE OF RESERVOIR AND TURN 0.3 MI NW. ON DIM RD. TO TRAIL
 NV0991'NORTHERLY.  TURN RIGHT UP LONG SWALE 1.2 MI TO SUMMIT OF
 NV0991'FLAT-TOPPED RIDGE AND STATION.
 NV0991'
 NV0991'STATION MARK--STANDARD TABLET STAMPED---FLAT TOP 1957---, SET IN
 NV0991'CONCRETE POST PROJECTING 0.8 FT. ABOVE GROUND.
 NV0991'
 NV0991'RM 1--STANDARD RM TABLET STAMPED---RM NO 1 1957---, SET IN BURIED
 NV0991'BOULDER IN CLEARING.
 NV0991'
 NV0991'RM 2--COPPER NAIL AND WASHER SET IN BURIED ROCK.
 NV0991
 NV0991                          STATION RECOVERY (1963)
 NV0991
 NV0991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NV0991'RECOVERED AS DESCRIBED BY USGS.
 NV0991
 NV0991                          STATION RECOVERY (1974)
 NV0991
 NV0991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0991'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1027 ***********************************************************************
 NV1027  DESIGNATION -  FLATTOP BUTTE TV KLIX MST
 NV1027  PID         -  NV1027
 NV1027  STATE/COUNTY-  ID/JEROME
 NV1027  USGS QUAD   -  FALLS CITY (1992)
 NV1027
 NV1027                         *CURRENT SURVEY CONTROL
 NV1027  ___________________________________________________________________
 NV1027* NAD 83(1992)-  42 43 46.98909(N)    114 24 54.29359(W)     ADJUSTED  
 NV1027* NAVD 88     -      1313.     (meters)    4308.     (feet)  SCALED    
 NV1027  ___________________________________________________________________
 NV1027  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 NV1027  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 NV1027
 NV1027  HORZ ORDER  -  THIRD
 NV1027
 NV1027.The horizontal coordinates were established by classical geodetic methods
 NV1027.and adjusted by the National Geodetic Survey in July 1992..
 NV1027
 NV1027.The orthometric height was scaled from a topographic map.
 NV1027
 NV1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1027
 NV1027.The geoid height was determined by GEOID03.
 NV1027
 NV1027;                    North         East     Units Scale Factor Converg.
 NV1027;SPC ID C     -   118,158.165   466,007.640   MT  0.99996158   -0 16 53.9
 NV1027;UTM  11      - 4,734,041.543   711,619.378   MT  1.00015099   +1 45 16.6
 NV1027
 NV1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1027!SPC ID C     -   0.99979649  x   0.99996158  =   0.99975808
 NV1027!UTM  11      -   0.99979649  x   1.00015099  =   0.99994745
 NV1027
 NV1027                          SUPERSEDED SURVEY CONTROL
 NV1027
 NV1027  NAD 83(1986)-  42 43 46.98775(N)    114 24 54.29082(W) AD(       ) 4
 NV1027  NAD 27      -  42 43 47.32600(N)    114 24 51.14800(W) AD(       ) 3
 NV1027
 NV1027.Superseded values are not recommended for survey control.
 NV1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1027.See file dsdata.txt to determine how the superseded data were derived.
 NV1027
 NV1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1161934042(NAD 83)
 NV1027
 NV1027  HISTORY     - Date     Condition        Report By
 NV1027  HISTORY     - 1959     MONUMENTED       CGS
 NV1027  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NV1027
 NV1027                          STATION DESCRIPTION
 NV1027
 NV1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 NV1027'TRAVERSE CONNECTION FROM TRIANGULATION STATION FLAT 1915 WAS
 NV1027'MADE TO THE CENTER OF THE MAST OF STATION KLIX-TW, OWNED BY
 NV1027'THE SOUTHERN IDAHO BROADCASTING AND TELEVISION COMPANY, TWIN
 NV1027'FALLS, LOCATED ON FLATTOP BUTTE, 4-3/4 MILES EAST NORTHEAST FROM
 NV1027'JEROME.  THE MAST IS A STEEL STRUCTURE, PAINTED ORANGE AND WHITE,
 NV1027'WITH A HEIGHT OF 257 FEET, WITH A FLASHING RED LIGHT FIXED
 NV1027'TO ITS TOP.
 NV1027
 NV1027                          STATION RECOVERY (1989)
 NV1027
 NV1027'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCM)
 NV1027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1465 ***********************************************************************
 OH1465  DESIGNATION -  FLEMING
 OH1465  PID         -  OH1465
 OH1465  STATE/COUNTY-  ID/CANYON
 OH1465  USGS QUAD   -  WILDER (1971)
 OH1465
 OH1465                         *CURRENT SURVEY CONTROL
 OH1465  ___________________________________________________________________
 OH1465* NAD 83(1992)-  43 44 34.91068(N)    116 59 39.17539(W)     ADJUSTED  
 OH1465* NAVD 88     -       718.7    (meters)    2358.     (feet)  VERTCON   
 OH1465  ___________________________________________________________________
 OH1465  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 OH1465  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 OH1465
 OH1465  HORZ ORDER  -  THIRD
 OH1465
 OH1465.The horizontal coordinates were established by classical geodetic methods
 OH1465.and adjusted by the National Geodetic Survey in July 1992..
 OH1465
 OH1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1465
 OH1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1465
 OH1465.The geoid height was determined by GEOID03.
 OH1465
 OH1465;                    North         East     Units Scale Factor Converg.
 OH1465;SPC ID W     -   231,394.106   699,782.842   MT  1.00005682   -0 51 37.3
 OH1465;SPC OR S     -   236,562.279 1,782,298.351   MT  0.99994484   +2 23 54.5
 OH1465;SPC OR S     -   776,122.96  5,847,435.53   iFT  0.99994484   +2 23 54.5
 OH1465;UTM  11      - 4,843,332.492   500,465.773   MT  0.99960000   +0 00 14.4
 OH1465
 OH1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1465!SPC ID W     -   0.99989012  x   1.00005682  =   0.99994693
 OH1465!SPC OR S     -   0.99989012  x   0.99994484  =   0.99983496
 OH1465!UTM  11      -   0.99989012  x   0.99960000  =   0.99949016
 OH1465
 OH1465                          SUPERSEDED SURVEY CONTROL
 OH1465
 OH1465  NAD 83(1991)-  43 44 34.91023(N)    116 59 39.17519(W) AD(       ) 3
 OH1465  NGVD 29 (11/04/91)  717.8    (m)         2355.     (f) VERT ANG       
 OH1465
 OH1465.Superseded values are not recommended for survey control.
 OH1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1465.See file dsdata.txt to determine how the superseded data were derived.
 OH1465
 OH1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0046643332(NAD 83)
 OH1465_MARKER: DD = SURVEY DISK
 OH1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1465+STABILITY: SURFACE MOTION
 OH1465
 OH1465  HISTORY     - Date     Condition        Report By
 OH1465  HISTORY     - 1956     MONUMENTED       USGS
 OH1465
 OH1465                          STATION DESCRIPTION
 OH1465
 OH1465'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OH1465'LOCATED ABOUT 0.7 MI. S. AND 0.7 MI. W. OF ROSWELL AND 56 FT. N. ALONG
 OH1465'RIDGE FROM GRAVEL PIT IN FLEMING PASTURE.
 OH1465'
 OH1465'TO REACH FROM ROSWELL SCHOOL, DIRVE W. 1.8 MI. TO RD. FORK, TAKE LEFT
 OH1465'FORK (S.) 0.4 MI. TO BOCUS RANCH AND CANAL, TURN IN GATE 75 FT. S. OF
 OH1465'CANAL, CONTINUE SE. TO OLD DITCH IN RAVINE, CROSS DITCH KEEPING TO
 OH1465'RIGHT OF RAVINE AND ASCENT TO POINT ABOVE GRAVEL PIT, TURN LEFT ACROSS
 OH1465'RAVINE AND CONTINUE TO LEFT AROUND PERIPHERY OF GRAVEL PIT TO STATION.
 OH1465'
 OH1465'STATION MARK--STANDARD TABLET STAMPED---FLEMING 1956---, SET IN TOP
 OH1465'OF CONCRETE POST.
 OH1465'
 OH1465'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN POST, 249.5 FT. FROM
 OH1465'STATION MARK 60 DEGREES 23 MINUTES SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1448 ***********************************************************************
 OH1448  DESIGNATION -  FLORIDA
 OH1448  PID         -  OH1448
 OH1448  STATE/COUNTY-  ID/OWYHEE
 OH1448  USGS QUAD   -  SILVER CITY (1990)
 OH1448
 OH1448                         *CURRENT SURVEY CONTROL
 OH1448  ___________________________________________________________________
 OH1448* NAD 83(1992)-  43 04 20.59071(N)    116 44 11.80549(W)     ADJUSTED  
 OH1448* NAVD 88     -      2237.7    (meters)    7342.     (feet)  VERTCON   
 OH1448  ___________________________________________________________________
 OH1448  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 OH1448  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 OH1448
 OH1448  HORZ ORDER  -  THIRD
 OH1448
 OH1448.The horizontal coordinates were established by classical geodetic methods
 OH1448.and adjusted by the National Geodetic Survey in July 1992..
 OH1448
 OH1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1448
 OH1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1448
 OH1448.The geoid height was determined by GEOID03.
 OH1448
 OH1448;                    North         East     Units Scale Factor Converg.
 OH1448;SPC ID W     -   156,610.056   719,650.237   MT  1.00001273   -0 40 25.7
 OH1448;UTM  11      - 4,768,886.882   521,443.056   MT  0.99960566   +0 10 47.5
 OH1448
 OH1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1448!SPC ID W     -   0.99965178  x   1.00001273  =   0.99966451
 OH1448!UTM  11      -   0.99965178  x   0.99960566  =   0.99925758
 OH1448
 OH1448:                Primary Azimuth Mark                     Grid Az
 OH1448:SPC ID W     -  BLACK MTN                                017 58 04.7
 OH1448:UTM  11      -  BLACK MTN                                017 06 51.5
 OH1448
 OH1448|---------------------------------------------------------------------|
 OH1448| PID    Reference Object                     Distance      Geod. Az  |
 OH1448|                                                           dddmmss.s |
 OH1448| OH1447 BLACK MTN                           APPROX. 6.6 KM 0171739.0 |
 OH1448|---------------------------------------------------------------------|
 OH1448
 OH1448                          SUPERSEDED SURVEY CONTROL
 OH1448
 OH1448  NAD 83(1986)-  43 04 20.58980(N)    116 44 11.80139(W) AD(       ) 3
 OH1448  NGVD 29 (11/15/90) 2236.6    (m)         7338.     (f) VERT ANG       
 OH1448
 OH1448.Superseded values are not recommended for survey control.
 OH1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1448.See file dsdata.txt to determine how the superseded data were derived.
 OH1448
 OH1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH2144368887(NAD 83)
 OH1448_MARKER: DS = TRIANGULATION STATION DISK
 OH1448_SETTING: 0 = UNSPECIFIED SETTING
 OH1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1448
 OH1448  HISTORY     - Date     Condition        Report By
 OH1448  HISTORY     - 1964     MONUMENTED       USGS
 OH1448
 OH1448                          STATION DESCRIPTION
 OH1448
 OH1448'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 OH1448'LOCATED ABOUT 18 MI. (AIRLINE) W. OF OREANA, ABOUT 6 MI. NE. OF
 OH1448'DELAMAR, ABOUT 4 MI. N. OF SILVER CITY, ON THE N. END OF A MOUNTAIN
 OH1448'KNOWN LOCALLY AS FLORIDA MTN.
 OH1448'
 OH1448'TO REACH FROM OWYHEE COUNTY COURT IN MURPHY, DRIVE N. 0.1 MI. TO
 OH1448'SILVER CITY RD., TURN LEFT AND FOLLOW SILVER CITY RD. 20.9 MI. TO
 OH1448'SUMMIT BETWEEN SINKER CREEK AND JORDAN CREEK, TURN RIGHT 0.9 MI. TO
 OH1448'RD. FORK, TAKE LEFT FORK 0.3 MI., TAKE RIGHT FORK 0.5 MI., TAKE LEFT
 OH1448'FORK 0.2 MI., TAKE LEFT FORK 0.9 MI., TAKE RIGHT FORK 0.2 MI. TO
 OH1448'LONE PINE TREE ON RIGHT, TURN RIGHT ACROSS COUNTRY TO EDGE OF TREES
 OH1448'AND END OF TRUCK TRAVEL.  PACK THROUGH TREES TO TOP AND STATION.
 OH1448'ABOUT A 5 MINUTE PACK.
 OH1448'
 OH1448'STATION MARK--STANDARD TABLET STAMPED---FLORIDA 1964--- CEMENTED
 OH1448'IN ROCK.
 OH1448'
 OH1448'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---NO 1 1964---
 OH1448'CEMENTED IN ROCK, IN AZIMUTH 27 DEGREES 13 MINUTES.
 OH1448'
 OH1448'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO 2 1964---
 OH1448'CEMENTED IN ROCK, IN AZIMUTH 229 DEGREES 21 MINUTES.
 OH1448'
 OH1448'NOTE--DISTANCE TO REFERENCE MARKS NOT MEASURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0101 ***********************************************************************
 PZ0101  DESIGNATION -  FLY
 PZ0101  PID         -  PZ0101
 PZ0101  STATE/COUNTY-  ID/CLARK
 PZ0101  USGS QUAD   -  DUBOIS NW (1964)
 PZ0101
 PZ0101                         *CURRENT SURVEY CONTROL
 PZ0101  ___________________________________________________________________
 PZ0101* NAD 83(1992)-  44 10 08.07431(N)    112 13 27.65263(W)     ADJUSTED  
 PZ0101* NAVD 88     -      1563.133  (meters)    5128.38   (feet)  ADJUSTED  
 PZ0101  ___________________________________________________________________
 PZ0101  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 PZ0101  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 PZ0101  DYNAMIC HT  -        1562.362 (meters)    5125.85  (feet)  COMP
 PZ0101  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 PZ0101
 PZ0101  HORZ ORDER  -  THIRD
 PZ0101  VERT ORDER  -  FIRST     CLASS II
 PZ0101
 PZ0101.The horizontal coordinates were established by classical geodetic methods
 PZ0101.and adjusted by the National Geodetic Survey in July 1992..
 PZ0101
 PZ0101.The orthometric height was determined by differential leveling
 PZ0101.and adjusted by the National Geodetic Survey in June 1991..
 PZ0101
 PZ0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0101
 PZ0101.The geoid height was determined by GEOID03.
 PZ0101
 PZ0101.The dynamic height is computed by dividing the NAVD 88
 PZ0101.geopotential number by the normal gravity value computed on the
 PZ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0101.degrees latitude (g = 980.6199 gals.).
 PZ0101
 PZ0101.The modeled gravity was interpolated from observed gravity values.
 PZ0101
 PZ0101;                    North         East     Units Scale Factor Converg.
 PZ0101;SPC ID E     -   277,964.022   195,386.992   MT  0.99994763   -0 02 24.7
 PZ0101;UTM  12      - 4,891,362.287   402,117.673   MT  0.99971783   -0 51 11.4
 PZ0101
 PZ0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0101!SPC ID E     -   0.99975666  x   0.99994763  =   0.99970431
 PZ0101!UTM  12      -   0.99975666  x   0.99971783  =   0.99947456
 PZ0101
 PZ0101:                Primary Azimuth Mark                     Grid Az
 PZ0101:SPC ID E     -  BOB                                      074 06 50.3
 PZ0101:UTM  12      -  BOB                                      074 55 37.0
 PZ0101
 PZ0101|---------------------------------------------------------------------|
 PZ0101| PID    Reference Object                     Distance      Geod. Az  |
 PZ0101|                                                           dddmmss.s |
 PZ0101| PZ0665 BOB                                 APPROX. 4.2 KM 0740425.6 |
 PZ0101| PZ0666 RNG DUBOIS DBS                      APPROX. 4.3 KM 1683431.1 |
 PZ0101| PZ0103 B 289                                92.946 METERS 16848     |
 PZ0101| PZ0102 FLY RM 1                              9.531 METERS 18213     |
 PZ0101| PZ0669 POCATELLO BUTTE AWY BCN 23            5.734 METERS 18239     |
 PZ0101| PZ0670 DUBOIS MUNICIPAL TANK               APPROX. 1.0 KM 3404106.9 |
 PZ0101|---------------------------------------------------------------------|
 PZ0101
 PZ0101                          SUPERSEDED SURVEY CONTROL
 PZ0101
 PZ0101  NAD 83(1986)-  44 10 08.07078(N)    112 13 27.64052(W) AD(       ) 3
 PZ0101  NAD 27      -  44 10 08.39840(N)    112 13 24.69200(W) AD(       ) 3
 PZ0101  NGVD 29 (??/??/92) 1562.000  (m)         5124.66   (f) ADJ UNCH    1 2
 PZ0101
 PZ0101.Superseded values are not recommended for survey control.
 PZ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0101.See file dsdata.txt to determine how the superseded data were derived.
 PZ0101
 PZ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0211891362(NAD 83)
 PZ0101_MARKER: DS = TRIANGULATION STATION DISK
 PZ0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0101_SP_SET: BEACON LIGHT
 PZ0101_STAMPING: FLY 1959
 PZ0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0101
 PZ0101  HISTORY     - Date     Condition        Report By
 PZ0101  HISTORY     - 1959     MONUMENTED       CGS
 PZ0101  HISTORY     - 1967     GOOD             CGS
 PZ0101  HISTORY     - 1967     GOOD             NGS
 PZ0101
 PZ0101                          STATION DESCRIPTION
 PZ0101
 PZ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0101'THE STATION IS AT THE DUBOIS AIRPORT, ABOUT 0.5 MILE SOUTHEAST
 PZ0101'OF DUBOIS.  IT IS IN THE CENTER OF A TRIANGULAR SHAPED CONCRETE
 PZ0101'PAD WHICH FORMS THE POINT OF A CONCRETE ARROW EXTENDING NORTH
 PZ0101'FROM THE BASE OF THE AIRPORT BEACON.
 PZ0101'
 PZ0101'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS, DRIVE
 PZ0101'EAST AND SOUTH ON U.S. HIGHWAY 91 FOR 0.5 MILE TO A SIDE ROAD ON
 PZ0101'THE LEFT.  TURN LEFT, CROSS OVER THE RAILROAD TRACKS AND DRIVE
 PZ0101'EAST FOR 0.15 MILE TO THE AIRPORT BEACON AND STATION ON THE
 PZ0101'RIGHT.
 PZ0101'
 PZ0101'THE STATION MARK, STAMPED FLY 1959, IS A STANDARD DISK CEMENTED
 PZ0101'IN A DRILL HOLE IN THE CENTER OF THE TRIANGULAR SHAPED CONCRETE
 PZ0101'PAD, 18.7 FEET NORTH OF THE CENTER OF THE BASE OF THE BEACON
 PZ0101'AND 16.5 FEET SOUTH-SOUTHWEST OF A FIRE HYDRANT.
 PZ0101'
 PZ0101'REFERENCE MARK 1, STAMPED FLY NO 1 1959, IS A STANDARD DISK
 PZ0101'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE CONCRETE PAD WHICH
 PZ0101'EXTENDS SOUTH FROM THE BASE OF THE AIRPORT BEACON.  IT IS 12.5
 PZ0101'FEET SOUTH OF THE CENTER OF THE BASE OF THE BEACON, 6 FEET
 PZ0101'WEST-NORTHWEST OF THE NORTHEAST CORNER AND 6 FEET EAST-NORTHEAST
 PZ0101'OF THE NORTHWEST CORNER OF THE BEACON POWER CONTROL BUILDING.
 PZ0101'
 PZ0101'BENCH MARK B-289 WAS USED FOR REFERENCE MARK 2.  THE MARK,
 PZ0101'STAMPED B 289 1945, IS A STANDARD DISK SET IN THE TOP OF A
 PZ0101'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 PZ0101'GROUND.  IT IS 22.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 PZ0101'THE DUBOIS FAA ADMINISTRATION BUILDING.
 PZ0101'
 PZ0101'THE CENTER OF THE BASE OF THE BEACON IS AT THE NORTH EDGE OF
 PZ0101'A DRILL HOLE IN THE CONCRETE PAD.  THE DRILL HOLE IS 1-INCH IN
 PZ0101'DIAMETER BY 1-INCH IN DEPTH.
 PZ0101
 PZ0101                          STATION RECOVERY (1967)
 PZ0101
 PZ0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0101'THE STATION, R.M. 1 AND BENCH MARK B 289 (WHICH WAS USED AS
 PZ0101'R.M.) WERE RECOVERED IN GOOD CONDITION AND ALL LEVELED OVER.
 PZ0101'
 PZ0101'AT DUBOIS AIRPORT.
 PZ0101'
 PZ0101'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED FLY
 PZ0101'1959.  IN THE TOP OF THE CENTER OF THE POINT OF A CONCRETE
 PZ0101'ARROW WHICH DESIGNATES NORTH, 18.7 FEET NORTH OF A POINT UNDER
 PZ0101'THE CENTER OF A BEACON LIGHT, 304.67 FEET NORTH OF BENCH MARK B
 PZ0101'289, 0.2 FOOT ABOVE THE GROUND.
 PZ0101'
 PZ0101'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED FLY NO 1 1959,
 PZ0101'31.27 FEET SOUTH OF THE STATION, 8.3 FEET SOUTHEAST OF THE
 PZ0101'SOUTHWEST LEG OF A BEACON TOWER, 3.0 FEET NORTH OF THE NORTH FACE
 PZ0101'OF A SMALL BUILDING, IN THE TOP OF THE CENTER OF THE SOUTH
 PZ0101'END OF A CONCRETE ARROW WHICH DESIGNATES NORTH.  ABOUT LEVEL
 PZ0101'WITH THE STATION.
 PZ0101'
 PZ0101'B 289 IS A C AND GS BENCH MARK DISK, STAMPED B 289 1945.  304.67
 PZ0101'FEET SOUTH OF THE STATION, 46 FEET NORTHEAST OF A POWER POLE
 PZ0101'SUPPORTING A LIGHT, 51 FEET SOUTHEAST OF THE EXTENDED CENTER LINE
 PZ0101'OF EAST MAIN STREET, AND SET IN THE TOP OF A CONCRETE POST
 PZ0101'PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 PZ0101'
 PZ0101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DUBOIS
 PZ0101
 PZ0101                          STATION RECOVERY (1967)
 PZ0101
 PZ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0101'IN DUBOIS.
 PZ0101'AT DUBOIS AIRPORT, IN THE TOP OF THE CENTER POINT OF A CONCRETE ARROW
 PZ0101'WHICH DESIGNATES NORTH, 18.7 FEET NORTH OF A POINT UNDER THE CENTER OF
 PZ0101'A BEACON LIGHT, 304.67 FEET NORTH OF BENCH MARK B 289, 31.27 FEET
 PZ0101'NORTH OF R.M. 1, AND ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0311 ***********************************************************************
 OH0311  DESIGNATION -  FLY B
 OH0311  PID         -  OH0311
 OH0311  STATE/COUNTY-  ID/OWYHEE
 OH0311  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0311
 OH0311                         *CURRENT SURVEY CONTROL
 OH0311  ___________________________________________________________________
 OH0311* NAD 83(1992)-  43 03 40.34127(N)    116 15 44.12634(W)     ADJUSTED  
 OH0311* NAVD 88     -       794.254  (meters)    2605.82   (feet)  ADJUSTED  
 OH0311  ___________________________________________________________________
 OH0311  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 OH0311  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 OH0311  DYNAMIC HT  -         793.924 (meters)    2604.73  (feet)  COMP
 OH0311  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 OH0311
 OH0311  HORZ ORDER  -  THIRD
 OH0311  VERT ORDER  -  SECOND    CLASS 0
 OH0311
 OH0311.The horizontal coordinates were established by classical geodetic methods
 OH0311.and adjusted by the National Geodetic Survey in July 1992..
 OH0311
 OH0311.The orthometric height was determined by differential leveling
 OH0311.and adjusted by the National Geodetic Survey in June 1991..
 OH0311
 OH0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0311
 OH0311.The geoid height was determined by GEOID03.
 OH0311
 OH0311.The dynamic height is computed by dividing the NAVD 88
 OH0311.geopotential number by the normal gravity value computed on the
 OH0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0311.degrees latitude (g = 980.6199 gals.).
 OH0311
 OH0311.The modeled gravity was interpolated from observed gravity values.
 OH0311
 OH0311;                    North         East     Units Scale Factor Converg.
 OH0311;SPC ID W     -   155,022.953   758,274.270   MT  0.99995474   -0 20 59.1
 OH0311;UTM  11      - 4,767,875.716   560,072.585   MT  0.99964439   +0 30 13.4
 OH0311
 OH0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0311!SPC ID W     -   0.99987813  x   0.99995474  =   0.99983288
 OH0311!UTM  11      -   0.99987813  x   0.99964439  =   0.99952257
 OH0311
 OH0311:                Primary Azimuth Mark                     Grid Az
 OH0311:SPC ID W     -  FLY B AZ MK                              104 30 38.8
 OH0311:UTM  11      -  FLY B AZ MK                              103 39 26.3
 OH0311
 OH0311|---------------------------------------------------------------------|
 OH0311| PID    Reference Object                     Distance      Geod. Az  |
 OH0311|                                                           dddmmss.s |
 OH0311| OH0312 FLY B AZ MK                                        1040939.7 |
 OH0311| OH0310 FLY B RM 1                           15.430 METERS 19316     |
 OH0311| OH0308 ANT B                               296.924 METERS 27147     |
 OH0311| OH0309 FLY B RM 2                           14.908 METERS 28706     |
 OH0311|---------------------------------------------------------------------|
 OH0311
 OH0311                          SUPERSEDED SURVEY CONTROL
 OH0311
 OH0311  NAD 83(1986)-  43 03 40.34189(N)    116 15 44.12160(W) AD(       ) 3
 OH0311  NAD 27      -  43 03 40.74170(N)    116 15 40.74110(W) AD(       ) 3
 OH0311  NGVD 29 (??/??/92)  793.37   (m)         2602.9    (f) COMPUTED    2 0
 OH0311
 OH0311.Superseded values are not recommended for survey control.
 OH0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0311.See file dsdata.txt to determine how the superseded data were derived.
 OH0311
 OH0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH6007367876(NAD 83)
 OH0311_MARKER: DS = TRIANGULATION STATION DISK
 OH0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0311_STAMPING: FLY-B 1961
 OH0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0311+STABILITY: SURFACE MOTION
 OH0311
 OH0311  HISTORY     - Date     Condition        Report By
 OH0311  HISTORY     - 1961     MONUMENTED       CGS
 OH0311  HISTORY     - 1961     GOOD             CGS
 OH0311
 OH0311                          STATION DESCRIPTION
 OH0311
 OH0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 OH0311'THE STATION IS ABOUT 11-1/2 MILES NORTHWEST OF GRAND VIEW,
 OH0311'2-1/2 MILES SOUTHWEST OF THE SNAKE RIVER, 6-1/2 MILES WEST-SOUTHWEST
 OH0311'OF OREANA AND ON LAND OWNED BY THE BUREAU OF LAND MANAGEMENT.
 OH0311'
 OH0311'TO REACH THE STATION FROM THE POST OFFICE IN GRAND VIEW, GO
 OH0311'SOUTHWEST ON A PAVED ROAD FOR 0.55 MILE TO A FORK.  BEAR RIGHT
 OH0311'AND CONTINUE NORTHWEST ON A PAVED ROAD FOR 8.7 MILES TO A PAVED
 OH0311'SIDE ROAD ON THE RIGHT AT A SIGN NAMPA 47 MI.  TURN RIGHT AND
 OH0311'GO NORTH ON THE PAVED ROAD FOR 1.3 MILES TO THE AZIMUTH MARK
 OH0311'ON THE RIGHT.  CONTINUE NORTHWESTERLY FOR 0.3 MILE TO A TRACK
 OH0311'ROAD ON THE LEFT.  TURN LEFT, CROSS A DITCH AND GO SOUTHERLY
 OH0311'ON A TRACK ROAD FOR 0.2 MILE TO THE STATION.
 OH0311'
 OH0311'THE STATION MARKS ARE STANDARD DISKS STAMPED FLY-B 1961.  THE
 OH0311'SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST
 OH0311'PROJECTING 6 INCHES.  IT IS 5.3 FEET SOUTH OF A WITNESS POST.
 OH0311'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 OH0311'32 INCHES BELOW THE GROUND SURFACE.
 OH0311'
 OH0311'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FLY-B NO 1 1961,
 OH0311'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 OH0311'6 INCHES.  IT IS AT THE SAME ELEVATION AS THE STATION.
 OH0311'
 OH0311'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FLY-B NO 2 1961,
 OH0311'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 OH0311'4 INCHES AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 OH0311'
 OH0311'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FLY-B 1961, SET IN
 OH0311'THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 OH0311'IT IS 27.8 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD
 OH0311'1.3 FEET NORTHWEST OF A TELEPHONE LINE POLE AND 2.2 FEET NORTHEAST
 OH0311'OF A WITNESS POST.
 OH0311
 OH0311                          STATION RECOVERY (1961)
 OH0311
 OH0311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 OH0311'10.5 MI NW FROM GRAND VIEW.
 OH0311'8.8 MILES NORTHWEST ALONG PAVED ROAD FROM THE GRAND VIEW JUNCTION TO
 OH0311'MURPHY, THEN RIGHT, NORTH, ON PAVED ROAD 1.2 MILES TO FLY B AZIMUTH
 OH0311'MARK, THENCE 0.5 MILE NORTHWEST ON TRACK ROAD TO SUMMIT OF LOW RIDGE,
 OH0311'5.3 FEET SOUTH OF A WITNESS POST, SET IN TOP OF AN 11 INCH SQUARE
 OH0311'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0312 ***********************************************************************
 OH0312  DESIGNATION -  FLY B AZ MK
 OH0312  PID         -  OH0312
 OH0312  STATE/COUNTY-  ID/OWYHEE
 OH0312  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0312
 OH0312                         *CURRENT SURVEY CONTROL
 OH0312  ___________________________________________________________________
 OH0312* NAD 83(1986)-  43 03 16.     (N)    116 15 29.     (W)     SCALED    
 OH0312* NAVD 88     -       779.736  (meters)    2558.18   (feet)  ADJUSTED  
 OH0312  ___________________________________________________________________
 OH0312  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 OH0312  DYNAMIC HT  -         779.409 (meters)    2557.11  (feet)  COMP
 OH0312  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 OH0312
 OH0312  VERT ORDER  -  SECOND    CLASS 0
 OH0312
 OH0312.The horizontal coordinates were scaled from a topographic map and have
 OH0312.an estimated accuracy of +/- 6 seconds.
 OH0312
 OH0312.The orthometric height was determined by differential leveling
 OH0312.and adjusted by the National Geodetic Survey in June 1991..
 OH0312
 OH0312.The geoid height was determined by GEOID03.
 OH0312
 OH0312.The dynamic height is computed by dividing the NAVD 88
 OH0312.geopotential number by the normal gravity value computed on the
 OH0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0312.degrees latitude (g = 980.6199 gals.).
 OH0312
 OH0312.The modeled gravity was interpolated from observed gravity values.
 OH0312
 OH0312;                    North         East    Units  Estimated Accuracy
 OH0312;SPC ID W     -   154,270.      758,610.      MT  (+/- 180 meters Scaled)
 OH0312
 OH0312                          SUPERSEDED SURVEY CONTROL
 OH0312
 OH0312  NGVD 29 (??/??/92)  778.85   (m)         2555.3    (f) COMPUTED    2 0
 OH0312
 OH0312.Superseded values are not recommended for survey control.
 OH0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0312.See file dsdata.txt to determine how the superseded data were derived.
 OH0312
 OH0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH604671(NAD 83)
 OH0312_MARKER: DZ = AZIMUTH MARK DISK
 OH0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0312_STAMPING: FLY-B 1961
 OH0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0312+STABILITY: SURFACE MOTION
 OH0312
 OH0312  HISTORY     - Date     Condition        Report By
 OH0312  HISTORY     - 1961     MONUMENTED       CGS
 OH0312
 OH0312                          STATION DESCRIPTION
 OH0312
 OH0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OH0312'10.0 MI NW FROM GRAND VIEW.
 OH0312'8.8 MILES NORTHWEST ALONG PAVED ROAD FROM THE GRAND VIEW JUNCTION TO
 OH0312'MURPHY, THEN RIGHT, NORTH, ON PAVED ROAD 1.2 MILES, 28 FEET NORTHEAST
 OH0312'OF CENTERLINE OF ROAD, 1.3 FEET NORTHWEST OF A TELEPHONE POLE, 2.2
 OH0312'FEET NORTHEAST OF A WITNESS POST, SET IN TOP OF AN 11 INCH SQUARE
 OH0312'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0310 ***********************************************************************
 OH0310  DESIGNATION -  FLY B RM 1
 OH0310  PID         -  OH0310
 OH0310  STATE/COUNTY-  ID/OWYHEE
 OH0310  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0310
 OH0310                         *CURRENT SURVEY CONTROL
 OH0310  ___________________________________________________________________
 OH0310* NAD 83(1986)-  43 03 40.     (N)    116 15 43.     (W)     SCALED    
 OH0310* NAVD 88     -       794.335  (meters)    2606.08   (feet)  ADJUSTED  
 OH0310  ___________________________________________________________________
 OH0310  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 OH0310  DYNAMIC HT  -         794.005 (meters)    2605.00  (feet)  COMP
 OH0310  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 OH0310
 OH0310  VERT ORDER  -  SECOND    CLASS 0
 OH0310
 OH0310.The horizontal coordinates were scaled from a topographic map and have
 OH0310.an estimated accuracy of +/- 6 seconds.
 OH0310
 OH0310.The orthometric height was determined by differential leveling
 OH0310.and adjusted by the National Geodetic Survey in June 1991..
 OH0310
 OH0310.The geoid height was determined by GEOID03.
 OH0310
 OH0310.The dynamic height is computed by dividing the NAVD 88
 OH0310.geopotential number by the normal gravity value computed on the
 OH0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0310.degrees latitude (g = 980.6199 gals.).
 OH0310
 OH0310.The modeled gravity was interpolated from observed gravity values.
 OH0310
 OH0310;                    North         East    Units  Estimated Accuracy
 OH0310;SPC ID W     -   155,010.      758,300.      MT  (+/- 180 meters Scaled)
 OH0310
 OH0310                          SUPERSEDED SURVEY CONTROL
 OH0310
 OH0310  NGVD 29 (??/??/92)  793.45   (m)         2603.2    (f) COMPUTED    2 0
 OH0310
 OH0310.Superseded values are not recommended for survey control.
 OH0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0310.See file dsdata.txt to determine how the superseded data were derived.
 OH0310
 OH0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH600678(NAD 83)
 OH0310_MARKER: DR = REFERENCE MARK DISK
 OH0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0310_STAMPING: FLY-B NO 1 1961
 OH0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0310+STABILITY: SURFACE MOTION
 OH0310
 OH0310  HISTORY     - Date     Condition        Report By
 OH0310  HISTORY     - 1961     MONUMENTED       CGS
 OH0310
 OH0310                          STATION DESCRIPTION
 OH0310
 OH0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OH0310'10.5 MI NW FROM GRAND VIEW.
 OH0310'8.8 MILES NORTHWEST ALONG PAVED ROAD FROM THE GRAND VIEW JUNCTION TO
 OH0310'MURPHY, THEN RIGHT, NORTH, ON PAVED ROAD 1.2 MILES TO FLY B AZIMUTH
 OH0310'MARK, THEN 0.5 MILE NORTHWEST ON TRACK ROAD TO SUMMIT OF LOW RIDGE,
 OH0310'50.6 FEET SOUTH OF STATION FLY B, SET IN TOP OF AN 11 INCH SQUARE
 OH0310'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0309 ***********************************************************************
 OH0309  DESIGNATION -  FLY B RM 2
 OH0309  PID         -  OH0309
 OH0309  STATE/COUNTY-  ID/OWYHEE
 OH0309  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0309
 OH0309                         *CURRENT SURVEY CONTROL
 OH0309  ___________________________________________________________________
 OH0309* NAD 83(1986)-  43 03 40.     (N)    116 15 43.     (W)     SCALED    
 OH0309* NAVD 88     -       794.997  (meters)    2608.25   (feet)  ADJUSTED  
 OH0309  ___________________________________________________________________
 OH0309  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 OH0309  DYNAMIC HT  -         794.667 (meters)    2607.17  (feet)  COMP
 OH0309  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 OH0309
 OH0309  VERT ORDER  -  SECOND    CLASS 0
 OH0309
 OH0309.The horizontal coordinates were scaled from a topographic map and have
 OH0309.an estimated accuracy of +/- 6 seconds.
 OH0309
 OH0309.The orthometric height was determined by differential leveling
 OH0309.and adjusted by the National Geodetic Survey in June 1991..
 OH0309
 OH0309.The geoid height was determined by GEOID03.
 OH0309
 OH0309.The dynamic height is computed by dividing the NAVD 88
 OH0309.geopotential number by the normal gravity value computed on the
 OH0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0309.degrees latitude (g = 980.6199 gals.).
 OH0309
 OH0309.The modeled gravity was interpolated from observed gravity values.
 OH0309
 OH0309;                    North         East    Units  Estimated Accuracy
 OH0309;SPC ID W     -   155,010.      758,300.      MT  (+/- 180 meters Scaled)
 OH0309
 OH0309                          SUPERSEDED SURVEY CONTROL
 OH0309
 OH0309  NGVD 29 (??/??/92)  794.12   (m)         2605.4    (f) COMPUTED    2 0
 OH0309
 OH0309.Superseded values are not recommended for survey control.
 OH0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0309.See file dsdata.txt to determine how the superseded data were derived.
 OH0309
 OH0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH600678(NAD 83)
 OH0309_MARKER: DR = REFERENCE MARK DISK
 OH0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0309_STAMPING: FLY-B NO 2 1961
 OH0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0309+STABILITY: SURFACE MOTION
 OH0309
 OH0309  HISTORY     - Date     Condition        Report By
 OH0309  HISTORY     - 1961     MONUMENTED       CGS
 OH0309
 OH0309                          STATION DESCRIPTION
 OH0309
 OH0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 OH0309'10.5 MI NW FROM GRAND VIEW.
 OH0309'8.8 MILES NORTHWEST ALONG PAVED ROAD FROM THE GRAND VIEW JUNCTION TO
 OH0309'MURPHY, THEN RIGHT, NORTH, ON PAVED ROAD 1.2 MILES TO FLY B AZIMUTH
 OH0309'MARK, THEN 0.5 MILE NORTHWEST ON TRACK ROAD TO SUMMIT OF LOW RIDGE,
 OH0309'48.9 FEET WEST NORTHWEST OF STATION FLY B, SET IN TOP OF AN 11 INCH
 OH0309'SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0761 ***********************************************************************
 QA0761  DESIGNATION -  FLY POINT LOH
 QA0761  PID         -  QA0761
 QA0761  STATE/COUNTY-  ID/LEMHI
 QA0761  USGS QUAD   -  SHELDON PEAK (1963)
 QA0761
 QA0761                         *CURRENT SURVEY CONTROL
 QA0761  ___________________________________________________________________
 QA0761* NAD 83(1992)-  44 40 53.14050(N)    114 34 10.62159(W)     ADJUSTED  
 QA0761* NAVD 88     -                                                        
 QA0761  ___________________________________________________________________
 QA0761  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 QA0761  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 QA0761
 QA0761  HORZ ORDER  -  THIRD
 QA0761
 QA0761.The horizontal coordinates were established by classical geodetic methods
 QA0761.and adjusted by the National Geodetic Survey in July 1992..
 QA0761
 QA0761
 QA0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0761
 QA0761.The geoid height was determined by GEOID03.
 QA0761
 QA0761;                    North         East     Units Scale Factor Converg.
 QA0761;SPC ID C     -   335,068.575   454,841.680   MT  0.99997244   -0 24 01.9
 QA0761;UTM  11      - 4,950,435.435   692,610.562   MT  1.00005623   +1 42 34.1
 QA0761
 QA0761                          SUPERSEDED SURVEY CONTROL
 QA0761
 QA0761  NAD 83(1986)-  44 40 53.14064(N)    114 34 10.61758(W) AD(       ) 4
 QA0761  NAD 27      -  44 40 53.44451(N)    114 34 07.31891(W) AD(       ) 3
 QA0761
 QA0761.Superseded values are not recommended for survey control.
 QA0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0761.See file dsdata.txt to determine how the superseded data were derived.
 QA0761
 QA0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK9261150435(NAD 83)
 QA0761_MARKER: 73 = LOOKOUT HOUSE
 QA0761
 QA0761  HISTORY     - Date     Condition        Report By
 QA0761  HISTORY     - 1961     FIRST OBSERVED   USGS
 QA0761
 QA0761                          STATION DESCRIPTION
 QA0761
 QA0761'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QA0761'LOCATED ABOUT 21.0 MI. (AIRLINE) NW. OF CHALLIS AND ABOUT 10.5 MI. SW.
 QA0761'OF MEYERS COVE, AND ABOUT 1.0 MI. S. OF SHELDEN PEAK.
 QA0761'
 QA0761'NOT OCCUPIED.  INTERSECTED PEAK OF L.O.H.
 QA0761'
 QA0761'STATION MARK--CENTER OF LOH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0102 ***********************************************************************
 PZ0102  DESIGNATION -  FLY RM 1
 PZ0102  PID         -  PZ0102
 PZ0102  STATE/COUNTY-  ID/CLARK
 PZ0102  USGS QUAD   -  DUBOIS NW (1964)
 PZ0102
 PZ0102                         *CURRENT SURVEY CONTROL
 PZ0102  ___________________________________________________________________
 PZ0102* NAD 83(1986)-  44 10 08.     (N)    112 13 28.     (W)     SCALED    
 PZ0102* NAVD 88     -      1563.080  (meters)    5128.20   (feet)  ADJUSTED  
 PZ0102  ___________________________________________________________________
 PZ0102  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 PZ0102  DYNAMIC HT  -        1562.309 (meters)    5125.68  (feet)  COMP
 PZ0102  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 PZ0102
 PZ0102  VERT ORDER  -  FIRST     CLASS II
 PZ0102
 PZ0102.The horizontal coordinates were scaled from a topographic map and have
 PZ0102.an estimated accuracy of +/- 6 seconds.
 PZ0102
 PZ0102.The orthometric height was determined by differential leveling
 PZ0102.and adjusted by the National Geodetic Survey in June 1991..
 PZ0102.WARNING-Repeat measurements at this control monument indicate possible
 PZ0102.vertical movement.
 PZ0102
 PZ0102.The geoid height was determined by GEOID03.
 PZ0102
 PZ0102.The dynamic height is computed by dividing the NAVD 88
 PZ0102.geopotential number by the normal gravity value computed on the
 PZ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0102.degrees latitude (g = 980.6199 gals.).
 PZ0102
 PZ0102.The modeled gravity was interpolated from observed gravity values.
 PZ0102
 PZ0102;                    North         East    Units  Estimated Accuracy
 PZ0102;SPC ID E     -   277,960.      195,380.      MT  (+/- 180 meters Scaled)
 PZ0102
 PZ0102                          SUPERSEDED SURVEY CONTROL
 PZ0102
 PZ0102  NGVD 29 (??/??/92) 1561.947  (m)         5124.49   (f) ADJ UNCH    1 2
 PZ0102
 PZ0102.Superseded values are not recommended for survey control.
 PZ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0102.See file dsdata.txt to determine how the superseded data were derived.
 PZ0102
 PZ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP021913(NAD 83)
 PZ0102_MARKER: DR = REFERENCE MARK DISK
 PZ0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0102_SP_SET: BEACON LIGHT
 PZ0102_STAMPING: FLY NO 1 1959
 PZ0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0102
 PZ0102  HISTORY     - Date     Condition        Report By
 PZ0102  HISTORY     - 1959     MONUMENTED       CGS
 PZ0102  HISTORY     - 1967     GOOD             NGS
 PZ0102
 PZ0102                          STATION DESCRIPTION
 PZ0102
 PZ0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0102'IN DUBOIS.
 PZ0102'AT DUBOIS AIRPORT, IN THE TOP OF THE CENTER OF THE SOUTH END OF A
 PZ0102'CONCRETE ARROW WHICH DESIGNATES NORTH, 12.5 FEET SOUTH OF A POINT
 PZ0102'UNDER THE CENTER OF A BEACON LIGHT, 31.27 FEET SOUTH OF THE STATION,
 PZ0102'8.3 FEET SOUTHEAST OF THE SOUTHWEST LEG OF BEACON TOWER, 3.0 FEET
 PZ0102'NORTH OF THE NORTH FACE OF A SMALL BUILDING, ABOUT LEVEL WITH THE
 PZ0102'STATION, AND 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0369 ***********************************************************************
 NW0369  DESIGNATION -  FLYING H
 NW0369  PID         -  NW0369
 NW0369  STATE/COUNTY-  ID/OWYHEE
 NW0369  USGS QUAD   -  FLYING H RANCH (1971)
 NW0369
 NW0369                         *CURRENT SURVEY CONTROL
 NW0369  ___________________________________________________________________
 NW0369* NAD 83(1992)-  42 11 54.27371(N)    116 14 00.46115(W)     ADJUSTED  
 NW0369* NAVD 88     -      1661.7    (meters)    5452.     (feet)  VERTCON   
 NW0369  ___________________________________________________________________
 NW0369  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 NW0369  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 NW0369
 NW0369  HORZ ORDER  -  THIRD
 NW0369
 NW0369.The horizontal coordinates were established by classical geodetic methods
 NW0369.and adjusted by the National Geodetic Survey in July 1992..
 NW0369
 NW0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0369
 NW0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0369
 NW0369.The geoid height was determined by GEOID03.
 NW0369
 NW0369;                    North         East     Units Scale Factor Converg.
 NW0369;SPC ID W     -    59,170.927   760,072.137   MT  0.99995294   -0 19 29.1
 NW0369;UTM  11      - 4,672,090.135   563,285.501   MT  0.99964928   +0 30 53.6
 NW0369
 NW0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0369!SPC ID W     -   0.99974208  x   0.99995294  =   0.99969504
 NW0369!UTM  11      -   0.99974208  x   0.99964928  =   0.99939145
 NW0369
 NW0369:                Primary Azimuth Mark                     Grid Az
 NW0369:SPC ID W     -  FLYING H AZ MK                           005 23 52.4
 NW0369:UTM  11      -  FLYING H AZ MK                           004 33 29.7
 NW0369
 NW0369|---------------------------------------------------------------------|
 NW0369| PID    Reference Object                     Distance      Geod. Az  |
 NW0369|                                                           dddmmss.s |
 NW0369| CD5087 FLYING H AZ MK                                     0050423.3 |
 NW0369| NW0368 FLYING H WINDMILL                   APPROX. 4.4 KM 0750614.0 |
 NW0369| CD5088 FLYING H RM 1                         8.844 METERS 17642     |
 NW0369| CD5089 FLYING H RM 2                         6.982 METERS 25143     |
 NW0369|---------------------------------------------------------------------|
 NW0369
 NW0369                          SUPERSEDED SURVEY CONTROL
 NW0369
 NW0369  NAD 83(1986)-  42 11 54.27440(N)    116 14 00.46048(W) AD(       ) 3
 NW0369  NAD 27      -  42 11 54.64200(N)    116 13 57.06900(W) AD(       ) 3
 NW0369  NGVD 29 (07/19/86) 1660.5    (m)         5448.     (f) VERT ANG       
 NW0369
 NW0369.Superseded values are not recommended for survey control.
 NW0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0369.See file dsdata.txt to determine how the superseded data were derived.
 NW0369
 NW0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG6328672090(NAD 83)
 NW0369_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0369_SETTING: 80 = SET IN A BOULDER
 NW0369_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0369
 NW0369  HISTORY     - Date     Condition        Report By
 NW0369  HISTORY     - 1956     MONUMENTED       CGS
 NW0369
 NW0369                          STATION DESCRIPTION
 NW0369
 NW0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0369'THE STATION IS LOCATED ABOUT 17 MILES NORTH-NORTHEAST OF OWYHEE,
 NW0369'NEVADA, ABOUT 5 MILES WEST OF THE POST OFFICE IN RIDDLE, IDAHO,
 NW0369'ABOUT 3 MILES WEST OF THE FLYING H RANCH BUILDINGS AND ABOUT
 NW0369'3 MILES EAST OF THE MAIN NORTH-SOUTH RIDGE, ON A ROUND DETACHED
 NW0369'RIM-CAPPED BUTTE.
 NW0369'
 NW0369'TO REACH FROM THE POST OFFICE IN RIDDLE, IDAHO, GO NORTH ON
 NW0369'STATE HIGHWAY 51 FOR 1.55 MILES TO A GRAVEL ROAD LEFT JUST
 NW0369'AFTER PASSING BUILDINGS ON THE RIGHT.  TURN LEFT, WEST, AND GO
 NW0369'0.15 MILES TO A CATTLE GUARD AND ROAD RIGHT.  TURN RIGHT, NORTH,
 NW0369'THENCE WEST, AND GO 4.5 MILES TO A CATTLE GUARD.  CROSS CATTLE
 NW0369'GUARD AND CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A BRIDGE OVER
 NW0369'BLUE CREEK.  CROSS THE BRIDGE AND BEAR LEFT, SOUTHWEST, ON
 NW0369'BLADED ROAD AND GO 0.65 MILE TO THE PORTLOCK RANCH.  TURN RIGHT
 NW0369'AND FOLLOW BLADED ROAD WEST AND SOUTHWEST FOR 4.05 MILES TO
 NW0369'A SIDE ROAD RIGHT.  (THIS IS 0.1 MILE BEFORE REACHING THE
 NW0369'FLYING H RANCH) TURN RIGHT AND GO 150 FEET TO A GATE.
 NW0369'PASS THROUGH THE GATE AND TAKE THE CENTER ONE OF THREE
 NW0369'TRACK ROADS AND CONTINUE WESTERLY FOR 1.2 MILES TO A Y
 NW0369'FORK.  TAKE THE LEFT FORK AND CONTINUE WEST FOR 0.55 MILE
 NW0369'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE FOR 0.6 MILE
 NW0369'TO A CREEK CROSSING.  CROSS CREEK AND CONTINUE WEST AND
 NW0369'SOUTHWEST FOR 0.4 MILE TO A FORK AND THE AZIMUTH MARK.  KEEP
 NW0369'THE LEFT FORK AND GO SOUTH FOR 0.35 MILE TO A GATE.  PASS
 NW0369'THROUGH THE GATE AND BEAR RIGHT OFF ROAD AND UP ROCKY SLOPE
 NW0369'FOR 0.2 MILE TO THE END OF TRUCK TRAVEL AT THE BASE OF THE
 NW0369'RIM ROCK.  FROM HERE PACK UP THE RIM ROCK, SOUTHWEST, TO
 NW0369'THE TOP OF THE RIDGE AND THE STATION AT THE NORTH END.
 NW0369'
 NW0369'THE STATION, A STANDARD DISK STAMPED FLYING H 1956, IS SET
 NW0369'IN A DRILL HOLE IN A BOULDER, 3 FEET BY 2.5 FEET, PROJECTING
 NW0369'ABOUT 5 INCHES.  THE MARK IS ABOUT 36 FEET WEST OF THE EASTERN
 NW0369'EDGE OF THE RIM ROCK AND 5 FEET NORTH OF A WHITE WOODEN WITNESS
 NW0369'POST.
 NW0369'
 NW0369'REFERENCE MARK 1, A STANDARD DISK STAMPED FLYING H NO 1 1956
 NW0369'IS SET IN A DRILL HOLE IN A BOULDER 4 FEET SQUARE AND PROJECTING
 NW0369'ABOUT 10 INCHES.  IT IS WEST OF AND AT ABOUT THE SAME ELEVATION
 NW0369'AS THE STATION.
 NW0369'
 NW0369'REFERENCE MARK 2, A STANDARD DISK STAMPED FLYING H NO 2 1956
 NW0369'IS SET IN A DRILL HOLE IN A BOULDER, 2.5 FEET BY 18 INCHES,
 NW0369'PROJECTING ABOUT 8 INCHES.  IT IS SOUTH OF AND AT ABOUT THE SAME
 NW0369'ELEVATION AS THE STATION.
 NW0369'
 NW0369'THE AZIMUTH MARK, A STANDARD DISK STAMPED FLYING H 1956 IS
 NW0369'BRAZED TO THE TOP OF A 2-1/2 INCH SOIL PIPE PROJECTING ABOUT
 NW0369'10 INCHES.  IT IS 15 FEET WEST OF A NORTH-SOUTH ROAD AND 15 FEET
 NW0369'NORTH OF AN EAST-WEST ROAD.  IT IS 2 FEET NORTH OF A WHITE
 NW0369'WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1365 ***********************************************************************
 RA1365  DESIGNATION -  FLYNN
 RA1365  PID         -  RA1365
 RA1365  STATE/COUNTY-  ID/IDAHO
 RA1365  USGS QUAD   -  BOLES (1963)
 RA1365
 RA1365                         *CURRENT SURVEY CONTROL
 RA1365  ___________________________________________________________________
 RA1365* NAD 83(1992)-  45 56 45.90126(N)    116 37 18.89864(W)     ADJUSTED  
 RA1365* NAVD 88     -      1448.1    (meters)    4751.     (feet)  VERTCON   
 RA1365  ___________________________________________________________________
 RA1365  LAPLACE CORR-           9.09  (seconds)                    DEFLEC99
 RA1365  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 RA1365
 RA1365  HORZ ORDER  -  SECOND
 RA1365
 RA1365.The horizontal coordinates were established by classical geodetic methods
 RA1365.and adjusted by the National Geodetic Survey in July 1992..
 RA1365
 RA1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1365
 RA1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1365
 RA1365.The geoid height was determined by GEOID03.
 RA1365
 RA1365;                    North         East     Units Scale Factor Converg.
 RA1365;SPC ID W     -   475,817.549   732,397.505   MT  0.99998950   -0 37 36.0
 RA1365;UTM  11      - 5,088,126.536   529,304.312   MT  0.99961056   +0 16 18.2
 RA1365
 RA1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1365!SPC ID W     -   0.99977564  x   0.99998950  =   0.99976514
 RA1365!UTM  11      -   0.99977564  x   0.99961056  =   0.99938628
 RA1365
 RA1365|---------------------------------------------------------------------|
 RA1365| PID    Reference Object                     Distance      Geod. Az  |
 RA1365|                                                           dddmmss.s |
 RA1365| CH7367 FLYNN RM 1                            5.274 METERS 03830     |
 RA1365| CH7366 FLYNN AZ MK                                        0820850.8 |
 RA1365| CH7368 FLYNN RM 2                                         32200     |
 RA1365|---------------------------------------------------------------------|
 RA1365
 RA1365                          SUPERSEDED SURVEY CONTROL
 RA1365
 RA1365  NAD 83(1991)-  45 56 45.90157(N)    116 37 18.89634(W) AD(       ) 2
 RA1365  NAD 83(1986)-  45 56 45.90265(N)    116 37 18.89668(W) AD(       ) 2
 RA1365  NAD 27      -  45 56 46.34796(N)    116 37 15.37228(W) AD(       ) 2
 RA1365  NGVD 29 (07/19/86) 1446.9    (m)         4747.     (f) VERT ANG       
 RA1365
 RA1365.Superseded values are not recommended for survey control.
 RA1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1365.See file dsdata.txt to determine how the superseded data were derived.
 RA1365
 RA1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2930488127(NAD 83)
 RA1365_MARKER: Z = SEE DESCRIPTION
 RA1365_SETTING: 0 = UNSPECIFIED SETTING
 RA1365
 RA1365  HISTORY     - Date     Condition        Report By
 RA1365  HISTORY     - 1945     MONUMENTED       CGS
 RA1365
 RA1365                          STATION DESCRIPTION
 RA1365
 RA1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1365'STATION IS LOCATED ON THE TOP OF A NARROW NW-SE RIDGE THAT DROPS
 RA1365'ABRUPTLY TO THE SW AND SLOPES GENTLY TO THE N AND E WITH
 RA1365'COTTONWOOD CREEK ON THE S AND W.  IT IS ABOUT 6 MILES W OF BOLES
 RA1365'POST OFFICE AND 9 FEET N OF THE EDGE OF THE RIM ROCK.
 RA1365'
 RA1365'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 RA1365'OUTCROPPING BEDROCK.  IT IS STAMPED FLYNN 1945 AND PROJECTS ABOUT
 RA1365'3 INCHES.
 RA1365'
 RA1365'REFERENCE MARK 1 IS NNE OF THE STATION AND ABOUT 2 FEET
 RA1365'LOWER.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT IS
 RA1365'STAMPED FLYNN NO 1 1945 AND IS FLUSH WITH THE GROUND.
 RA1365'
 RA1365'REFERENCE MARK 2 IS NW OF THE STATION, 9 FEET N OF THE EDGE OF
 RA1365'THE RIM ROCK, AND ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS A
 RA1365'BRONZE REFERENCE DISK SET IN A DRILL HOLE IN OUTCROPPING
 RA1365'BEDROCK.  IT IS STAMPED FLYNN NO 2 1945 AND PROJECTS 4 INCHES.
 RA1365'
 RA1365'AZIMUTH MARK IS E OF THE STATION, NEAR THE W EDGE OF SOME
 RA1365'SCATTERED TREES, 37.5 FEET SW OF A 30-INCH PINE TREE WITH A
 RA1365'TRIANGLE BLAZE, AND 22 FEET S OF THE CENTER LINE OF A TRACK
 RA1365'ROAD.  IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE.  IT IS STAMPED
 RA1365'FLYNN 1945 AND IS FLUSH WITH THE GROUND.
 RA1365'
 RA1365'TO REACH THE STATION FROM THE SHELL SERVICE STATION IN COTTONWOOD,
 RA1365'GO S ON A GRAVEL ROAD 0.1 MILE TO A CROSS STREET, TURN LEFT 0.1
 RA1365'MILE TO SHELL BULK PLANT, TURN RIGHT AND FOLLOW MAIN TRAVELED
 RA1365'ROAD 11.7 MILES TO A FORK.  KEEP TO THE RIGHT ALONG THE N SIDE
 RA1365'OF THE SALMON RIVER FOR 1.3 MILES TO THE W END OF THE SALMON
 RA1365'RIVER BRIDGE, CONTINUE ALONG ROAD UP RICE CREEK FOR 11.8 MILES
 RA1365'TO A T-ROAD AND THE MORROW RANCH.  KEEP STRAIGHT AHEAD 3.45
 RA1365'MILES TO BOLES POST OFFICE, CONTINUE MAIN ROAD 3.2 MILES TO A
 RA1365'FORK, TAKE RIGHT FORK FOR 1.35 MILES TO A WIRE GATE AND
 RA1365'RANCH BUILDINGS ON THE LEFT.  CONTINUE MAIN ROAD 0.3 MILE TO A
 RA1365'BOARD GATE AND CATTLE GUARD, PASS THROUGH GATE AND CONTINUE
 RA1365'TRACK ROAD 1.3 MILES TO A DIM FORK RIGHT, TURN RIGHT ALONG RIGHT
 RA1365'SIDE OF A FENCE 0.2 MILE TO A POLE GATE.  PASS THROUGH GATE
 RA1365'AND FOLLOW TRACK ROAD 0.35 MILE TO ANOTHER POLE GATE,
 RA1365'CONTINUE 0.15 MILE TO A POLE GATE AT A CORRAL ON THE RIGHT.
 RA1365'CONTINUE TRACK ROAD 0.35 MILE, WHERE THE ROAD EMERGES FROM
 RA1365'THE TIMBER, AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE ALONG
 RA1365'TRACK ROAD W 0.55 MILE TO A LARGE PINE TREE WITH A TRIANGLE
 RA1365'BLAZE, TURN LEFT ABOUT 100 YARDS TO TOP OF RIDGE AND THE
 RA1365'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1378 ***********************************************************************
 RA1378  DESIGNATION -  FLYNN CREEK
 RA1378  PID         -  RA1378
 RA1378  STATE/COUNTY-  ID/IDAHO
 RA1378  USGS QUAD   -  RATTLESNAKE RIDGE (1963)
 RA1378
 RA1378                         *CURRENT SURVEY CONTROL
 RA1378  ___________________________________________________________________
 RA1378* NAD 83(1992)-  45 54 24.56313(N)    116 44 03.64923(W)     ADJUSTED  
 RA1378* NAVD 88     -       328.3    (meters)    1077.     (feet)  VERTCON   
 RA1378  ___________________________________________________________________
 RA1378  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 RA1378  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 RA1378
 RA1378  HORZ ORDER  -  SECOND
 RA1378
 RA1378.The horizontal coordinates were established by classical geodetic methods
 RA1378.and adjusted by the National Geodetic Survey in July 1992..
 RA1378
 RA1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1378
 RA1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1378
 RA1378.The geoid height was determined by GEOID03.
 RA1378
 RA1378;                    North         East     Units Scale Factor Converg.
 RA1378;SPC ID W     -   471,555.543   723,626.548   MT  1.00000502   -0 42 25.2
 RA1378;SPC OR N     -   255,746.253 2,792,076.839   MT  0.99997764   +2 40 14.0
 RA1378;SPC OR N     -   839,062.51  9,160,357.08   iFT  0.99997764   +2 40 14.0
 RA1378;SPC WA S     -    70,716.919   792,073.543   MT  0.99998415   +2 44 07.3
 RA1378;SPC WA S     -   232,010.43  2,598,661.28   sFT  0.99998415   +2 44 07.3
 RA1378;UTM  11      - 5,083,729.290   520,604.624   MT  0.99960522   +0 11 26.9
 RA1378
 RA1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1378!SPC ID W     -   0.99995117  x   1.00000502  =   0.99995619
 RA1378!SPC OR N     -   0.99995117  x   0.99997764  =   0.99992881
 RA1378!SPC WA S     -   0.99995117  x   0.99998415  =   0.99993532
 RA1378!UTM  11      -   0.99995117  x   0.99960522  =   0.99955641
 RA1378
 RA1378:                Primary Azimuth Mark                     Grid Az
 RA1378:SPC ID W     -  FLYNN CREEK AZ MK                        074 33 21.7
 RA1378:SPC OR N     -  FLYNN CREEK AZ MK                        071 10 42.5
 RA1378:SPC WA S     -  FLYNN CREEK AZ MK                        071 06 49.2
 RA1378:UTM  11      -  FLYNN CREEK AZ MK                        073 39 29.6
 RA1378
 RA1378|---------------------------------------------------------------------|
 RA1378| PID    Reference Object                     Distance      Geod. Az  |
 RA1378|                                                           dddmmss.s |
 RA1378| CH7369 FLYNN CREEK AZ MK                                  0735056.5 |
 RA1378| CH7370 FLYNN CREEK RM 1                     18.536 METERS 09956     |
 RA1378| CH7371 FLYNN CREEK RM 2                      4.331 METERS 18025     |
 RA1378|---------------------------------------------------------------------|
 RA1378
 RA1378                          SUPERSEDED SURVEY CONTROL
 RA1378
 RA1378  NAD 83(1991)-  45 54 24.56345(N)    116 44 03.64783(W) AD(       ) 2
 RA1378  NAD 83(1986)-  45 54 24.56495(N)    116 44 03.64705(W) AD(       ) 2
 RA1378  NAD 27      -  45 54 25.00879(N)    116 44 00.12262(W) AD(       ) 2
 RA1378  NGVD 29 (07/19/86)  327.2    (m)         1073.     (f) VERT ANG       
 RA1378
 RA1378.Superseded values are not recommended for survey control.
 RA1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1378.See file dsdata.txt to determine how the superseded data were derived.
 RA1378
 RA1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2060583729(NAD 83)
 RA1378_MARKER: Z = SEE DESCRIPTION
 RA1378_SETTING: 0 = UNSPECIFIED SETTING
 RA1378
 RA1378  HISTORY     - Date     Condition        Report By
 RA1378  HISTORY     - 1945     MONUMENTED       CGS
 RA1378
 RA1378                          STATION DESCRIPTION
 RA1378
 RA1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1378'THE STATION IS LOCATED AT THE MOUTH OF FLYNN CREEK, ABOUT 9-1/2
 RA1378'MILES W OF BOLES, 4-1/2 MILES NE OF THE JUNCTION OF THE SNAKE AND
 RA1378'SALMON RIVERS, AND 0.2 MILE NNE OF A GORGE ON THE SALMON
 RA1378'RIVER.  IT IS ON THE SUMMIT OF A SMALL RIDGE ALONG THE N BANK OF
 RA1378'FLYNN CREEK, ABOUT 100 YARDS E OF THE SALMON RIVER, 25 FEET W OF
 RA1378'A TRAIL WHERE IT CROSSES THE RIDGE, AND 75 FEET ABOVE HIGH
 RA1378'WATER.
 RA1378'
 RA1378'STATION MARK IS A BRONZE STATION DISK STAMPED FLYNN CR 1945 AND
 RA1378'SET IN A DRILL HOLE IN A 30 BY 24-INCH BURIED BOULDER THAT PROJECTS
 RA1378'2 INCHES ABOVE THE GROUND.
 RA1378'
 RA1378'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED FLYNN CR
 RA1378'NO 1 1945 AND SET IN A DRILL HOLE IN A ROCK OUTCROPPING.  IT IS
 RA1378'5 FEET NE OF A TRAIL AND 6 FEET LOWER THAN THE STATION.
 RA1378'
 RA1378'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED FLYNN CR
 RA1378'NO 2 1945 AND SET IN A DRILL HOLE IN A BURIED BOULDER.  IT IS
 RA1378'ABOUT 4 FEET LOWER THAN THE STATION.
 RA1378'
 RA1378'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED FLYNN CR 1945
 RA1378'AND SET IN A DRILL HOLE IN A ROCK OUTCROPPING.  IT IS ABOUT
 RA1378'200 YARDS W OF A HAY BARN, 75 YARDS N OF FLYNN CREEK, 4 FEET N
 RA1378'OF A 15-FOOT ROCK CLIFF, AND 70 FEET HIGHER THAN FLYNN CREEK.
 RA1378'
 RA1378'THE STATION IS REACHED FROM THE BOLES POST OFFICE, WHICH IS
 RA1378'28.4 MILES SSW OF COTTONWOOD BY ROAD, BY GOING W FOR 2.9 MILES
 RA1378'TO A SCHOOLHOUSE.  CONTINUE ON ROAD FOR 0.3 MILE TO ROAD
 RA1378'FORKS.  TAKE LEFT FORK AND GO 0.1 MILE TO ROAD FORKS.  TAKE RIGHT
 RA1378'FORK AND GO 2.3 MILES TO THE VERN HECKMAN CABIN AND BARN AT THE
 RA1378'FOOT OF A SMALL HILL.  CONTINUE S ON TRACK ROAD FOR 0.2 MILE TO
 RA1378'ROAD FORKS.  TAKE RIGHT FORK AND GO 0.3 MILE TO WIRE GATE AT
 RA1378'THE TOP OF A STEEP PITCH.  DO NOT GO THROUGH GATE BUT CONTINUE
 RA1378'ON TRACK ROAD ALONG RIGHT SIDE OF FENCE FOR 0.2 MILE TO A
 RA1378'SHACK ON THE RIGHT SIDE OF THE ROAD.  CONTINUE ON ROAD FOR 1.0
 RA1378'MILE TO FENCE CORNER ON LEFT SIDE OF ROAD.  CONTINUE ON ROAD N
 RA1378'FOR ABOUT 0.4 MILE TO A TRAIL LEADING W TOWARDS TIMBER.  PACK W
 RA1378'ALONG GOOD BUT STEEP TRAIL DOWN INTO AND ALONG FLYNN CREEK FOR
 RA1378'ABOUT 3-1/2 MILES TO THE HECKMANS FLYNN CREEK RANCH.  CONTINUE
 RA1378'ON MAIN TRAIL W, CROSSING FLYNN CREEK SEVERAL TIMES, FOR ABOUT
 RA1378'1-1/2 MILES TO THE MOUTH OF FLYNN CREEK AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0640 ***********************************************************************
 QZ0640  DESIGNATION -  FM D 4
 QZ0640  PID         -  QZ0640
 QZ0640  STATE/COUNTY-  ID/IDAHO
 QZ0640  USGS QUAD   -  DENNIS MTN (1991)
 QZ0640
 QZ0640                         *CURRENT SURVEY CONTROL
 QZ0640  ___________________________________________________________________
 QZ0640* NAD 83(1992)-  45 32 15.44671(N)    114 55 45.07737(W)     ADJUSTED  
 QZ0640* NAVD 88     -      2496.     (meters)    8189.     (feet)  SCALED    
 QZ0640  ___________________________________________________________________
 QZ0640  LAPLACE CORR-          13.00  (seconds)                    DEFLEC99
 QZ0640  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 QZ0640
 QZ0640  HORZ ORDER  -  SECOND
 QZ0640
 QZ0640.The horizontal coordinates were established by classical geodetic methods
 QZ0640.and adjusted by the National Geodetic Survey in July 1992..
 QZ0640
 QZ0640.The orthometric height was scaled from a topographic map.
 QZ0640
 QZ0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0640
 QZ0640.The geoid height was determined by GEOID03.
 QZ0640
 QZ0640;                    North         East     Units Scale Factor Converg.
 QZ0640;SPC ID W     -   430,379.858   864,106.011   MT  0.99998384   +0 35 09.0
 QZ0640;SPC ID C     -   430,478.164   427,428.712   MT  1.00001210   -0 39 47.5
 QZ0640;UTM  11      - 5,044,762.155   661,677.505   MT  0.99992139   +1 28 41.8
 QZ0640
 QZ0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0640!SPC ID W     -   0.99961101  x   0.99998384  =   0.99959486
 QZ0640!SPC ID C     -   0.99961101  x   1.00001210  =   0.99962311
 QZ0640!UTM  11      -   0.99961101  x   0.99992139  =   0.99953243
 QZ0640
 QZ0640                          SUPERSEDED SURVEY CONTROL
 QZ0640
 QZ0640  NAD 83(1986)-  45 32 15.44894(N)    114 55 45.07049(W) AD(       ) 2
 QZ0640  NAD 27      -  45 32 15.75700(N)    114 55 41.69300(W) AD(       ) 2
 QZ0640
 QZ0640.Superseded values are not recommended for survey control.
 QZ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0640.See file dsdata.txt to determine how the superseded data were derived.
 QZ0640
 QZ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL6167844762(NAD 83)
 QZ0640_MARKER: Z = SEE DESCRIPTION
 QZ0640_SETTING: 0 = UNSPECIFIED SETTING
 QZ0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0640
 QZ0640  HISTORY     - Date     Condition        Report By
 QZ0640  HISTORY     - 1945     MONUMENTED       CGS
 QZ0640
 QZ0640                          STATION DESCRIPTION
 QZ0640
 QZ0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0640'THE STATION IS A U.S. FOREST SERVICE DISK LOCATED AT THE SITE
 QZ0640'OF THE HARRINGTON MOUNTAIN LOOKOUT TOWER AND IS STAMPED F M D4
 QZ0640'1935.  IT IS LOCATED ON HARRINGTON MOUNTAIN, IN THE BITTEROOT
 QZ0640'NATIONAL FOREST, ABOUT 8-3/4 MILES AIRLINE NNW OF LANTZ BAR,
 QZ0640'ABOUT 4-3/4 MILES AIRLINE W OF SWET LAKE, AND ABOUT 4 MILES
 QZ0640'AIRLINE NE OF THE SALMON RIVER.  IT IS WEDGED IN A DRILL HOLE IN
 QZ0640'A 1- BY 2-FOOT ROCK OUTCROP PROJECTING ABOUT 3 INCHES, 6 FEET
 QZ0640'N OF A 5-FOOT ROCK CAIRN, AND 19 FEET S BY E OF A SIGN SABE
 QZ0640'MTN.  ETC.
 QZ0640'
 QZ0640'TO REACH FROM A FOREST SERVICE TRAIL JUNCTION AT THE S SIDE
 QZ0640'OF SWET LAKE (THERE IS A U.S.F.S. CABIN ON THE N SIDE OF THE
 QZ0640'LAKE AND THIS POINT IS ABOUT 12 MILES BY TRAIL S OF SALMON
 QZ0640'MOUNTAIN ON THE DARBY-GRANGEVILLE ROAD), FOLLOW TRAIL AS PER
 QZ0640'SIGN MT. HARRINGTON TO THE LOOKOUT TOWER AND THE STATION AS
 QZ0640'DESCRIBED.
 QZ0640'
 QZ0640'CONNECTED BY TRAVERSE FROM TRIANGULATION STATION HARRINGTON.
 QZ0640'DISTANCE - 152.15 FEET OR 46.375 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0714 ***********************************************************************
 QZ0714  DESIGNATION -  FM W 1
 QZ0714  PID         -  QZ0714
 QZ0714  STATE/COUNTY-  ID/IDAHO
 QZ0714  USGS QUAD   -  JOHNSON BUTTE (1989)
 QZ0714
 QZ0714                         *CURRENT SURVEY CONTROL
 QZ0714  ___________________________________________________________________
 QZ0714* NAD 83(1992)-  45 29 22.45234(N)    115 52 30.15443(W)     ADJUSTED  
 QZ0714* NAVD 88     -      2053.     (meters)    6736.     (feet)  SCALED    
 QZ0714  ___________________________________________________________________
 QZ0714  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 QZ0714  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 QZ0714
 QZ0714  HORZ ORDER  -  SECOND
 QZ0714
 QZ0714.The horizontal coordinates were established by classical geodetic methods
 QZ0714.and adjusted by the National Geodetic Survey in July 1992..
 QZ0714
 QZ0714.The orthometric height was scaled from a topographic map.
 QZ0714
 QZ0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0714
 QZ0714.The geoid height was determined by GEOID03.
 QZ0714
 QZ0714;                    North         East     Units Scale Factor Converg.
 QZ0714;SPC ID W     -   424,719.275   790,225.737   MT  0.99993451   -0 05 21.0
 QZ0714;UTM  11      - 5,037,953.221   587,905.437   MT  0.99969501   +0 48 08.2
 QZ0714
 QZ0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0714!SPC ID W     -   0.99968059  x   0.99993451  =   0.99961512
 QZ0714!UTM  11      -   0.99968059  x   0.99969501  =   0.99937569
 QZ0714
 QZ0714                          SUPERSEDED SURVEY CONTROL
 QZ0714
 QZ0714  NAD 83(1986)-  45 29 22.45382(N)    115 52 30.15088(W) AD(       ) 2
 QZ0714  NAD 27      -  45 29 22.81701(N)    115 52 26.68056(W) AD(       ) 2
 QZ0714
 QZ0714.Superseded values are not recommended for survey control.
 QZ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0714.See file dsdata.txt to determine how the superseded data were derived.
 QZ0714
 QZ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL8790537953(NAD 83)
 QZ0714
 QZ0714  HISTORY     - Date     Condition        Report By
 QZ0714  HISTORY     - 1945     MONUMENTED       CGS
 QZ0714
 QZ0714                          STATION DESCRIPTION
 QZ0714
 QZ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0714'SEE STATION BLACK BUTTE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0693 ***********************************************************************
 QZ0693  DESIGNATION -  FM W 18
 QZ0693  PID         -  QZ0693
 QZ0693  STATE/COUNTY-  ID/IDAHO
 QZ0693  USGS QUAD   -  MACKAY BAR (1995)
 QZ0693
 QZ0693                         *CURRENT SURVEY CONTROL
 QZ0693  ___________________________________________________________________
 QZ0693* NAD 83(1992)-  45 29 12.43784(N)    115 34 14.92369(W)     ADJUSTED  
 QZ0693* NAVD 88     -      2094.     (meters)    6870.     (feet)  SCALED    
 QZ0693  ___________________________________________________________________
 QZ0693  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 QZ0693  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 QZ0693
 QZ0693  HORZ ORDER  -  SECOND
 QZ0693
 QZ0693.The horizontal coordinates were established by classical geodetic methods
 QZ0693.and adjusted by the National Geodetic Survey in July 1992..
 QZ0693
 QZ0693.The orthometric height was scaled from a topographic map.
 QZ0693
 QZ0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0693
 QZ0693.The geoid height was determined by GEOID03.
 QZ0693
 QZ0693;                    North         East     Units Scale Factor Converg.
 QZ0693;SPC ID W     -   424,418.135   814,007.317   MT  0.99993574   +0 07 40.0
 QZ0693;UTM  11      - 5,038,022.103   611,683.807   MT  0.99975336   +1 01 09.3
 QZ0693
 QZ0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0693!SPC ID W     -   0.99967413  x   0.99993574  =   0.99960989
 QZ0693!UTM  11      -   0.99967413  x   0.99975336  =   0.99942757
 QZ0693
 QZ0693                          SUPERSEDED SURVEY CONTROL
 QZ0693
 QZ0693  NAD 83(1986)-  45 29 12.43968(N)    115 34 14.91968(W) AD(       ) 2
 QZ0693  NAD 27      -  45 29 12.77616(N)    115 34 11.45997(W) AD(       ) 2
 QZ0693
 QZ0693.Superseded values are not recommended for survey control.
 QZ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0693.See file dsdata.txt to determine how the superseded data were derived.
 QZ0693
 QZ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL1168438022(NAD 83)
 QZ0693
 QZ0693  HISTORY     - Date     Condition        Report By
 QZ0693  HISTORY     - 1946     MONUMENTED       CGS
 QZ0693
 QZ0693                          STATION DESCRIPTION
 QZ0693
 QZ0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QZ0693'SEE STATION JERSEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0731 ***********************************************************************
 QZ0731  DESIGNATION -  FM WZ 25
 QZ0731  PID         -  QZ0731
 QZ0731  STATE/COUNTY-  ID/IDAHO
 QZ0731  USGS QUAD   -  PILOT KNOB (1995)
 QZ0731
 QZ0731                         *CURRENT SURVEY CONTROL
 QZ0731  ___________________________________________________________________
 QZ0731* NAD 83(1992)-  45 57 19.46844(N)    115 43 58.60482(W)     ADJUSTED  
 QZ0731* NAVD 88     -      2016.8    (meters)    6617.     (feet)  VERTCON   
 QZ0731  ___________________________________________________________________
 QZ0731  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 QZ0731  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 QZ0731
 QZ0731  HORZ ORDER  -  THIRD
 QZ0731
 QZ0731.The horizontal coordinates were established by classical geodetic methods
 QZ0731.and adjusted by the National Geodetic Survey in July 1992..
 QZ0731
 QZ0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0731
 QZ0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0731
 QZ0731.The geoid height was determined by GEOID03.
 QZ0731
 QZ0731;                    North         East     Units Scale Factor Converg.
 QZ0731;SPC ID W     -   476,484.319   801,322.049   MT  0.99993335   +0 00 44.1
 QZ0731;UTM  11      - 5,089,873.482   598,189.469   MT  0.99971852   +0 54 39.0
 QZ0731
 QZ0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0731!SPC ID W     -   0.99968640  x   0.99993335  =   0.99961977
 QZ0731!UTM  11      -   0.99968640  x   0.99971852  =   0.99940501
 QZ0731
 QZ0731|---------------------------------------------------------------------|
 QZ0731| PID    Reference Object                     Distance      Geod. Az  |
 QZ0731|                                                           dddmmss.s |
 QZ0731| CH7372 FM WZ 25 RM 1                         6.843 METERS 04235     |
 QZ0731| CH7373 FM WZ 25 RM 2                        13.765 METERS 12058     |
 QZ0731| QZ0744 CORRAL HILL                         APPROX. 7.0 KM 2780212.5 |
 QZ0731|---------------------------------------------------------------------|
 QZ0731
 QZ0731                          SUPERSEDED SURVEY CONTROL
 QZ0731
 QZ0731  NAD 83(1986)-  45 57 19.47119(N)    115 43 58.60312(W) AD(       ) 3
 QZ0731  NAD 27      -  45 57 19.83950(N)    115 43 55.08797(W) AD(       ) 3
 QZ0731  NGVD 29 (07/19/86) 2015.6    (m)         6613.     (f) VERT ANG       
 QZ0731
 QZ0731.Superseded values are not recommended for survey control.
 QZ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0731.See file dsdata.txt to determine how the superseded data were derived.
 QZ0731
 QZ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL9818989873(NAD 83)
 QZ0731
 QZ0731  HISTORY     - Date     Condition        Report By
 QZ0731  HISTORY     - 1926     MONUMENTED       USFS
 QZ0731  HISTORY     - 1962     GOOD             USGS
 QZ0731
 QZ0731                          STATION DESCRIPTION
 QZ0731
 QZ0731'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 QZ0731'RECOVERED AS DESCRIBED BY U.S. FOREST SERVICE.  TWO RMS SET.
 QZ0731'
 QZ0731'TO REACH FROM CLEARWATER POST OFFICE, GO 2.8 MI SE. ON OLD ELK
 QZ0731'CITY RD. TO FORKS, KEEP STRAIGHT UPHILL 2.8 MI ON MAIN-TRAVELED
 QZ0731'RD. TO FORK.  TURN LEFT 0.4 MI TO FORKS.  TURN RIGHT UPHILL 3.7 MI
 QZ0731'TO FORK AND SIGN CORRAL HILL LOT, CONTINUE STRAIGHT 3.2 MI ON
 QZ0731'MAIN-TRAVELED RD. TO FORK.  KEEP LEFT 2.8 MI TO T-RD. RIGHT AND
 QZ0731'SIGN PILOT KNOB, CONTINUE STRAIGHT 0.2 MI TO TRACK RD. LEFT AT
 QZ0731'EAST EDGE OF SMALL CLEARING.  TURN LEFT TO STATION.
 QZ0731'
 QZ0731'STATION MARK--USFS TABLET STAMPED---FM-WZ-25 1926---.
 QZ0731'
 QZ0731'RM 1--STANDARD RM TABLET STAMPED---FM-WZ 25 NO 1 1962---, CEMENTED
 QZ0731'IN DRILL HOLE IN TOP OF LARGE BOULDER IN PLACE.
 QZ0731'
 QZ0731'RM 2--STANDARD RM TABLET STAMPED---FM-WZ 25 NO 2 1962---, CEMENTED
 QZ0731'IN DRILL HOLE IN TOP OF LARGE BOULDER ABOUT 2.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0980 ***********************************************************************
 RY0980  DESIGNATION -  FOEHL
 RY0980  PID         -  RY0980
 RY0980  STATE/COUNTY-  ID/SHOSHONE
 RY0980  USGS QUAD   -  BUZZARD ROOST (1994)
 RY0980
 RY0980                         *CURRENT SURVEY CONTROL
 RY0980  ___________________________________________________________________
 RY0980* NAD 83(1992)-  46 58 11.14305(N)    115 41 32.16511(W)     ADJUSTED  
 RY0980* NAVD 88     -      1247.2    (meters)    4092.     (feet)  VERTCON   
 RY0980  ___________________________________________________________________
 RY0980  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 RY0980  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RY0980
 RY0980  HORZ ORDER  -  SECOND
 RY0980
 RY0980.The horizontal coordinates were established by classical geodetic methods
 RY0980.and adjusted by the National Geodetic Survey in July 1992..
 RY0980
 RY0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0980
 RY0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0980
 RY0980.The geoid height was determined by GEOID03.
 RY0980
 RY0980;                    North         East     Units Scale Factor Converg.
 RY0980;SPC ID W     -   589,234.232   804,393.042   MT  0.99993357   +0 02 31.9
 RY0980;UTM  11      - 5,202,633.797   599,476.568   MT  0.99972162   +0 57 21.7
 RY0980
 RY0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0980!SPC ID W     -   0.99980705  x   0.99993357  =   0.99974063
 RY0980!UTM  11      -   0.99980705  x   0.99972162  =   0.99952873
 RY0980
 RY0980|---------------------------------------------------------------------|
 RY0980| PID    Reference Object                     Distance      Geod. Az  |
 RY0980|                                                           dddmmss.s |
 RY0980| CH7377 FOEHL SUB PT A                                     10135     |
 RY0980| RY0981 GOAT RIDGE LOOKOUT HOUSE            APPROX. 6.8 KM 1424217.8 |
 RY0980| CH7378 FOEHL SUB PT B                                     16302     |
 RY0980| CH7375 FOEHL RM 1                            3.999 METERS 17015     |
 RY0980| CH7376 FOEHL RM 2                           12.419 METERS 33348     |
 RY0980|---------------------------------------------------------------------|
 RY0980
 RY0980                          SUPERSEDED SURVEY CONTROL
 RY0980
 RY0980  NAD 83(1986)-  46 58 11.14685(N)    115 41 32.16489(W) AD(       ) 2
 RY0980  NAD 27      -  46 58 11.48800(N)    115 41 28.60440(W) AD(       ) 2
 RY0980  NGVD 29 (07/19/86) 1246.0    (m)         4088.     (f) VERT ANG       
 RY0980
 RY0980.Superseded values are not recommended for survey control.
 RY0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0980.See file dsdata.txt to determine how the superseded data were derived.
 RY0980
 RY0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9947702634(NAD 83)
 RY0980_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RY0980_SETTING: 80 = SET IN A BOULDER
 RY0980_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RY0980
 RY0980  HISTORY     - Date     Condition        Report By
 RY0980  HISTORY     - 1959     MONUMENTED       CGS
 RY0980
 RY0980                          STATION DESCRIPTION
 RY0980
 RY0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0980'STATION IS ABOUT 2-1/4 MILES NORTH OF THE SHOSHONE-CLEARWATER
 RY0980'COUNTY LINE, 3/4 MILE EAST OF JOKER PEAK, 1/2 MILE WEST OF THE
 RY0980'CONFLUENCE OF FOEHL CREEK AND THE LITTLE NORTH FORK OF THE
 RY0980'CLEARWATER RIVER AND 1/2 MILE SOUTHEAST OF THE CONFLUENCE OF
 RY0980'BUZZARD AND FOEHL CREEKS.  ON THE HIGHEST POINT OF A HIGH,
 RY0980'BRUSH COVERED KNOLL, NEAR THE EAST SIDE CENTER OF SECTION
 RY0980'22, T 42 N, R 6 E.
 RY0980'
 RY0980'THIS STATION WAS REACHED BY HELICOPTER.
 RY0980'
 RY0980'STATION MARK IS A STANDARD DISK, STAMPED FOEHL 1959, CEMENTED
 RY0980'IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER FLUSH WITH THE GROUND
 RY0980'SURFACE.  IT IS ON THE HIGHEST POINT OF THE KNOLL.
 RY0980'
 RY0980'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOEHL NO 1 1959,
 RY0980'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER PROJECTING
 RY0980'4 INCHES.  IT IS ON THE SOUTH SIDE OF THE KNOLL AND ABOUT 4
 RY0980'FEET LOWER THAN THE STATION.
 RY0980'
 RY0980'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOEHL NO 2 1959,
 RY0980'CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER PROJECTING
 RY0980'2 FEET.  IT IS ON THE NORTHWEST SIDE OF THE KNOLL AND ABOUT
 RY0980'4 FEET LOWER THAN THE STATION.
 RY0980'
 RY0980'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0959 ***********************************************************************
 NV0959  DESIGNATION -  FOG
 NV0959  PID         -  NV0959
 NV0959  STATE/COUNTY-  ID/OWYHEE
 NV0959  USGS QUAD   -  HOT SPRING (1992)
 NV0959
 NV0959                         *CURRENT SURVEY CONTROL
 NV0959  ___________________________________________________________________
 NV0959* NAD 83(1992)-  42 47 53.40125(N)    115 40 05.62731(W)     ADJUSTED  
 NV0959* NAVD 88     -      1036.9    (meters)    3402.     (feet)  VERTCON   
 NV0959  ___________________________________________________________________
 NV0959  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 NV0959  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NV0959
 NV0959  HORZ ORDER  -  THIRD
 NV0959
 NV0959.The horizontal coordinates were established by classical geodetic methods
 NV0959.and adjusted by the National Geodetic Survey in July 1992..
 NV0959
 NV0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0959
 NV0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0959
 NV0959.The geoid height was determined by GEOID03.
 NV0959
 NV0959;                    North         East     Units Scale Factor Converg.
 NV0959;SPC ID W     -   125,679.436   806,688.957   MT  0.99993388   +0 03 20.0
 NV0959;UTM  11      - 4,739,261.997   608,905.785   MT  0.99974591   +0 54 17.7
 NV0959
 NV0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0959!SPC ID W     -   0.99984002  x   0.99993388  =   0.99977391
 NV0959!UTM  11      -   0.99984002  x   0.99974591  =   0.99958597
 NV0959
 NV0959:                Primary Azimuth Mark                     Grid Az
 NV0959:SPC ID W     -  WASP                                     049 51 54.4
 NV0959:UTM  11      -  WASP                                     049 00 56.7
 NV0959
 NV0959|---------------------------------------------------------------------|
 NV0959| PID    Reference Object                     Distance      Geod. Az  |
 NV0959|                                                           dddmmss.s |
 NV0959| NV0983 WASP                                APPROX. 4.6 KM 0495514.4 |
 NV0959|---------------------------------------------------------------------|
 NV0959
 NV0959                          SUPERSEDED SURVEY CONTROL
 NV0959
 NV0959  NAD 83(1986)-  42 47 53.40240(N)    115 40 05.62523(W) AD(       ) 3
 NV0959  NGVD 29 (01/23/89) 1036.0    (m)         3399.     (f) VERT ANG       
 NV0959
 NV0959.Superseded values are not recommended for survey control.
 NV0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0959.See file dsdata.txt to determine how the superseded data were derived.
 NV0959
 NV0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0890639262(NAD 83)
 NV0959_MARKER: DS = TRIANGULATION STATION DISK
 NV0959_SETTING: 0 = UNSPECIFIED SETTING
 NV0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0959
 NV0959  HISTORY     - Date     Condition        Report By
 NV0959  HISTORY     - 1946     MONUMENTED       USGS
 NV0959
 NV0959                          STATION DESCRIPTION
 NV0959
 NV0959'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV0959'LOCATED ABOUT 8 MI. (AIRLINE) SE. OF BRUNEAU AND 2 MI. E. OF THE
 NV0959'BRUNEAU RIVER, ON THE E. RIM OF THE BRUNEAU RIVER VALLEY.
 NV0959'
 NV0959'TO REACH FROM RD. JUNCTION 0.2 MI. E. OF BRUNEAU, FOLLOW RD. TO HOT
 NV0959'SPRINGS TO THE S. FOR 7.5 MI. TO AN INTERSECTION WITH A TRACK RD.
 NV0959'LEADING S. TO THREE FORKS, JUST BEYOND THE SCHOOL HOUSE AND BEFORE
 NV0959'CROSSING THE BRUNEAU RIVER, TURN LEFT ONTO TRACK RD. AND DRIVE S. FOR
 NV0959'0.35 MI. TO A Y-JUNCTION, TAKE LEFT FORK 3.65 MI. TO SUMMIT AND RIM
 NV0959'OF MESA AND TO A TRACK RD. LEADING TO THE LEFT, TURN LEFT 0.25 MI. TO
 NV0959'A Y-JUNCTION, TAKE LEFT FORK 2.9 MI. JUST E. OF THE RIM TO A VERY DIM
 NV0959'TRACK RD. LEADING TO THE LEFT, TURN LEFT FOR 0.4 MI. TO THE RIM AND
 NV0959'STATION WHICH IS LOCATED 75 FT. N. AT THE TRACK RD. ON A SMALL KNOLL.
 NV0959'
 NV0959'STATION MARK--STANDARD TABLET, STAMPED---FOG 1946---, CEMENTED IN THE
 NV0959'TOP OF A PARTIALLY BURIED BOULDER.
 NV0959'
 NV0959'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN TOP
 NV0959'OF A PARTIALLY BURIED BOULDER, 28.05 FT. FROM STATION MARK IN BEARING
 NV0959'S 86 DEG. 32 MIN. E.
 NV0959'
 NV0959'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN TOP
 NV0959'OF A PARTIALLY BURIED BOULDER, 28.30 FT. FROM STATION MARK IN BEARING
 NV0959'S 9 DEGREES 30 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1803 ***********************************************************************
 RZ1803  DESIGNATION -  FORD
 RZ1803  PID         -  RZ1803
 RZ1803  STATE/COUNTY-  ID/NEZ PERCE
 RZ1803  USGS QUAD   -  GIFFORD (1984)
 RZ1803
 RZ1803                         *CURRENT SURVEY CONTROL
 RZ1803  ___________________________________________________________________
 RZ1803* NAD 83(1992)-  46 25 54.48885(N)    116 35 15.98885(W)     ADJUSTED  
 RZ1803* NAVD 88     -       872.4    (meters)    2862.     (feet)  VERTCON   
 RZ1803  ___________________________________________________________________
 RZ1803  LAPLACE CORR-           8.92  (seconds)                    DEFLEC99
 RZ1803  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 RZ1803
 RZ1803  HORZ ORDER  -  THIRD
 RZ1803
 RZ1803.The horizontal coordinates were established by classical geodetic methods
 RZ1803.and adjusted by the National Geodetic Survey in July 1992..
 RZ1803
 RZ1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1803
 RZ1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1803
 RZ1803.The geoid height was determined by GEOID03.
 RZ1803
 RZ1803;                    North         East     Units Scale Factor Converg.
 RZ1803;SPC ID W     -   529,775.407   735,614.287   MT  0.99998427   -0 36 25.3
 RZ1803;UTM  11      - 5,142,108.075   531,670.339   MT  0.99961233   +0 17 55.3
 RZ1803
 RZ1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1803!SPC ID W     -   0.99986600  x   0.99998427  =   0.99985028
 RZ1803!UTM  11      -   0.99986600  x   0.99961233  =   0.99947839
 RZ1803
 RZ1803|---------------------------------------------------------------------|
 RZ1803| PID    Reference Object                     Distance      Geod. Az  |
 RZ1803|                                                           dddmmss.s |
 RZ1803| CH7379 FORD RM 1                             9.701 METERS 17758     |
 RZ1803| RZ1805 BARN                                APPROX.11.0 KM 2082504.6 |
 RZ1803| CH7380 FORD RM 2                            15.148 METERS 29058     |
 RZ1803|---------------------------------------------------------------------|
 RZ1803
 RZ1803                          SUPERSEDED SURVEY CONTROL
 RZ1803
 RZ1803  NAD 83(1986)-  46 25 54.49439(N)    116 35 15.98432(W) AD(       ) 3
 RZ1803  NAD 27      -  46 25 54.87622(N)    116 35 12.47239(W) AD(       ) 3
 RZ1803  NGVD 29 (07/19/86)  871.4    (m)         2859.     (f) VERT ANG       
 RZ1803
 RZ1803.Superseded values are not recommended for survey control.
 RZ1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1803.See file dsdata.txt to determine how the superseded data were derived.
 RZ1803
 RZ1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM3167042108(NAD 83)
 RZ1803_MARKER: DD = SURVEY DISK
 RZ1803_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RZ1803
 RZ1803  HISTORY     - Date     Condition        Report By
 RZ1803  HISTORY     - 1957     MONUMENTED       USGS
 RZ1803
 RZ1803                          STATION DESCRIPTION
 RZ1803
 RZ1803'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1803'LOCATED ABOUT 5.7 MI NE. OF CULDESAC POST OFFICE, 1.7 MI SW. OF
 RZ1803'GIFFORD POST OFFICE.  IN SOUTH 1/2 SECTION 28, T36N, R2W, WHERE
 RZ1803'1.7 MI STRETCH OF N.-S. GRAVEL RD. CRESTS HIGHEST RIDGE.
 RZ1803'
 RZ1803'TO REACH FROM GIFFORD POST OFFICE, DRIVE 2.1 MI IN WESTERLY
 RZ1803'DIRECTION.  TAKE LEFT FORK 0.6 MI S. FOLLOWING RD. TO POINT WHERE
 RZ1803'RD. CRESTS RIDGE AND STATION 100 FT N. OF HIGHEST POINT OF RD.,
 RZ1803'26 FT E. OF CENTERLINE, 6 FT HIGHER THAN RD., 2 FT W. OF N.-S.
 RZ1803'FENCE LINE.
 RZ1803'
 RZ1803'STATION MARK--STANDARD TABLET STAMPED---FORD 1957---, IN CONCRETE
 RZ1803'POST 5 INCHES ABOVE GROUND.
 RZ1803'
 RZ1803'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, IN CONCRETE POST.
 RZ1803'
 RZ1803'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, IN CONCRETE POST,
 RZ1803'9.3 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0813 ***********************************************************************
 OY0813  DESIGNATION -  FORK
 OY0813  PID         -  OY0813
 OY0813  STATE/COUNTY-  ID/JEFFERSON
 OY0813  USGS QUAD   -  TERRETON (1964)
 OY0813
 OY0813                         *CURRENT SURVEY CONTROL
 OY0813  ___________________________________________________________________
 OY0813* NAD 83(1992)-  43 50 29.15651(N)    112 29 52.62993(W)     ADJUSTED  
 OY0813* NAVD 88     -      1459.85   (+/-2cm)    4789.5    (feet)  VERTCON   
 OY0813  ___________________________________________________________________
 OY0813  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 OY0813  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 OY0813
 OY0813  HORZ ORDER  -  THIRD
 OY0813  VERT ORDER  -  THIRD ? (See Below)
 OY0813
 OY0813.The horizontal coordinates were established by classical geodetic methods
 OY0813.and adjusted by the National Geodetic Survey in July 1992..
 OY0813
 OY0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0813.The vertical order pertains to the NGVD 29 superseded value.
 OY0813
 OY0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0813
 OY0813.The geoid height was determined by GEOID03.
 OY0813
 OY0813;                    North         East     Units Scale Factor Converg.
 OY0813;SPC ID E     -   241,630.912   173,359.536   MT  0.99995609   -0 13 46.1
 OY0813;UTM  12      - 4,855,351.782   379,583.002   MT  0.99977835   -1 02 15.7
 OY0813
 OY0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0813!SPC ID E     -   0.99977297  x   0.99995609  =   0.99972907
 OY0813!UTM  12      -   0.99977297  x   0.99977835  =   0.99955137
 OY0813
 OY0813                          SUPERSEDED SURVEY CONTROL
 OY0813
 OY0813  NAD 83(1986)-  43 50 29.15176(N)    112 29 52.61836(W) AD(       ) 3
 OY0813  NAD 27      -  43 50 29.48200(N)    112 29 49.66200(W) AD(       ) 3
 OY0813  NGVD 29 (07/19/86) 1458.76   (m)         4785.9    (f) LEVELING    3  
 OY0813
 OY0813.Superseded values are not recommended for survey control.
 OY0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0813.See file dsdata.txt to determine how the superseded data were derived.
 OY0813
 OY0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP7958355352(NAD 83)
 OY0813
 OY0813  HISTORY     - Date     Condition        Report By
 OY0813  HISTORY     - 1950     MONUMENTED       CGS
 OY0813  HISTORY     - 19920530 MARK NOT FOUND   NGS
 OY0813
 OY0813                          STATION DESCRIPTION
 OY0813
 OY0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 OY0813'THE STATION IS LOCATED ABOUT 3 MILES AIRLINE WEST OF TERRETON,
 OY0813'IN THE FORKS OF STATE HIGHWAY 28 AS IT TURNS NORTHWESTERLY
 OY0813'AND A DIRT ROAD RUNNING WEST FROM HIGHWAY 28.
 OY0813'
 OY0813'TO REACH THE STATION FROM THE POST OFFICE IN TERRETON GO
 OY0813'WESTERLY ON STATE HIGHWAY 28 FOR 3.1 MILES TO THE FORKS AND
 OY0813'STATION.
 OY0813'
 OY0813'THE STATION IS A U.S. ARMY ENGINEER TRIANGULATION STATION
 OY0813'DISK SET IN THE TOP OF A CONCRETE MONUMENT.  IT IS STAMPED
 OY0813'FORK 1949.
 OY0813'
 OY0813'THE STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.  IT WAS
 OY0813'VISITED BY A LIGHTKEEPER ONLY.
 OY0813
 OY0813                          STATION RECOVERY (1992)
 OY0813
 OY0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0813'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0838 ***********************************************************************
 OY0838  DESIGNATION -  FORK
 OY0838  PID         -  OY0838
 OY0838  STATE/COUNTY-  ID/BINGHAM
 OY0838  USGS QUAD   -  YANDELL SPRINGS (1981)
 OY0838
 OY0838                         *CURRENT SURVEY CONTROL
 OY0838  ___________________________________________________________________
 OY0838* NAD 83(1992)-  43 05 54.20912(N)    112 09 18.25414(W)     ADJUSTED  
 OY0838* NAVD 88     -      1951.6    (meters)    6403.     (feet)  VERTCON   
 OY0838  ___________________________________________________________________
 OY0838  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 OY0838  GEOID HEIGHT-         -12.00  (meters)                     GEOID03
 OY0838
 OY0838  HORZ ORDER  -  THIRD
 OY0838
 OY0838.The horizontal coordinates were established by classical geodetic methods
 OY0838.and adjusted by the National Geodetic Survey in July 1992..
 OY0838
 OY0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0838
 OY0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0838
 OY0838.The geoid height was determined by GEOID03.
 OY0838
 OY0838;                    North         East     Units Scale Factor Converg.
 OY0838;SPC ID E     -   159,028.716   200,943.995   MT  0.99994738   +0 00 28.5
 OY0838;UTM  12      - 4,772,388.511   406,002.029   MT  0.99970869   -0 47 21.3
 OY0838
 OY0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0838!SPC ID E     -   0.99969592  x   0.99994738  =   0.99964331
 OY0838!UTM  12      -   0.99969592  x   0.99970869  =   0.99940470
 OY0838
 OY0838:                Primary Azimuth Mark                     Grid Az
 OY0838:SPC ID E     -  LINCOLN                                  084 21 43.0
 OY0838:UTM  12      -  LINCOLN                                  085 09 32.8
 OY0838
 OY0838|---------------------------------------------------------------------|
 OY0838| PID    Reference Object                     Distance      Geod. Az  |
 OY0838|                                                           dddmmss.s |
 OY0838| OY0835 LINCOLN                             APPROX. 6.6 KM 0842211.5 |
 OY0838|---------------------------------------------------------------------|
 OY0838
 OY0838                          SUPERSEDED SURVEY CONTROL
 OY0838
 OY0838  NAD 83(1986)-  43 05 54.20271(N)    112 09 18.24100(W) AD(       ) 3
 OY0838  NAD 27      -  43 05 54.50002(N)    112 09 15.34264(W) AD(       ) 3
 OY0838  NGVD 29 (07/19/86) 1950.5    (m)         6399.     (f) VERT ANG       
 OY0838
 OY0838.Superseded values are not recommended for survey control.
 OY0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0838.See file dsdata.txt to determine how the superseded data were derived.
 OY0838
 OY0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0600272389(NAD 83)
 OY0838_MARKER: DD = SURVEY DISK
 OY0838_SETTING: 66 = SET IN ROCK OUTCROP
 OY0838_SP_SET: SET IN ROCK OUTCROP
 OY0838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0838+STABILITY: POSITION/ELEVATION WELL
 OY0838
 OY0838  HISTORY     - Date     Condition        Report By
 OY0838  HISTORY     - 1947     MONUMENTED       USGS
 OY0838
 OY0838                          STATION DESCRIPTION
 OY0838
 OY0838'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OY0838'LOCATED ABOUT 12.0 MI. SE. OF BLACKFOOT AND 14.0 MI. (AIRLINE) NE. OF
 OY0838'FORT HALL, ON HIGHEST POINT OF HIGHEST HILL IN VICINITY.  HILL IS
 OY0838'COVERED WITH CEDARS ON S. AND W. SLOPES.  THERE IS A SLIGHTLY LOWER
 OY0838'TOP ABOUT 500 FT. N. ON WHICH IS A 7-FT. CAIRN.
 OY0838'
 OY0838'TO REACH FROM UNION PACIFIC DEPOT AT FORT HALL, DRIVE S. ON GRAVEL RD.
 OY0838'ALONG E. SIDE OF RAILROAD FOR 0.5 MI., TURN LEFT AND DRIVE E. ON
 OY0838'BLACKTOP RD. FOR 17.5 MI. TO SIDE RD., TURN LEFT AND FOLLOW DIRT RD.
 OY0838'N. FOR 3.0 MI. TO WINDMILL.  STATION IS ABOUT 2.0 MI. WNW. OF THIS
 OY0838'POINT.  THERE IS NO RD. OR TRAIL FROM HERE BUT TRUCK CAN BE DRIVEN
 OY0838'ACROSS HILLS FOR ABOUT 1.0 MI. TOWARD STATION.
 OY0838'
 OY0838'STATION MARK--STANDARD TABLET STAMPED---FORK 1947---, CEMENTED IN
 OY0838'SOLID ROCK.
 OY0838'
 OY0838'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OY0838'---NO 1---, CEMENTED IN SOLID ROCK, 38.20 FT. FROM STATION MARK,
 OY0838'S 28 DEG 13 MIN W.
 OY0838'
 OY0838'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OY0838'---NO 2---, CEMENTED IN SOLID ROCK, 25.35 FT. FROM STATION MARK,
 OY0838'S 61 DEG 53 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1160 ***********************************************************************
 PY1160  DESIGNATION -  FORK
 PY1160  PID         -  PY1160
 PY1160  STATE/COUNTY-  ID/FREMONT
 PY1160  USGS QUAD   -  WARM RIVER (1965)
 PY1160
 PY1160                         *CURRENT SURVEY CONTROL
 PY1160  ___________________________________________________________________
 PY1160* NAD 83(1992)-  44 05 41.46689(N)    111 22 24.53518(W)     ADJUSTED  
 PY1160* NAVD 88     -      1678.1    (meters)    5506.     (feet)  VERTCON   
 PY1160  ___________________________________________________________________
 PY1160  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 PY1160  GEOID HEIGHT-         -10.25  (meters)                     GEOID03
 PY1160
 PY1160  HORZ ORDER  -  FIRST
 PY1160
 PY1160.The horizontal coordinates were established by classical geodetic methods
 PY1160.and adjusted by the National Geodetic Survey in July 1992..
 PY1160
 PY1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1160
 PY1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1160
 PY1160.The geoid height was determined by GEOID03.
 PY1160
 PY1160;                    North         East     Units Scale Factor Converg.
 PY1160;SPC ID E     -   270,039.866   263,513.608   MT  0.99999696   +0 33 07.0
 PY1160;UTM  12      - 4,882,475.724   470,104.151   MT  0.99961099   -0 15 35.6
 PY1160
 PY1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1160!SPC ID E     -   0.99973854  x   0.99999696  =   0.99973551
 PY1160!UTM  12      -   0.99973854  x   0.99961099  =   0.99934964
 PY1160
 PY1160|---------------------------------------------------------------------|
 PY1160| PID    Reference Object                     Distance      Geod. Az  |
 PY1160|                                                           dddmmss.s |
 PY1160| CN3548 FORK RM 1                            56.963 METERS 00732     |
 PY1160| CN3549 FORK RM 2                            10.580 METERS 18428     |
 PY1160| PY0390 ASHTON NE BASE                      APPROX. 4.0 KM 2695300.4 |
 PY1160|---------------------------------------------------------------------|
 PY1160
 PY1160                          SUPERSEDED SURVEY CONTROL
 PY1160
 PY1160  NAD 83(1986)-  44 05 41.46668(N)    111 22 24.51486(W) AD(       ) 1
 PY1160  NAD 27      -  44 05 41.77500(N)    111 22 21.67600(W) AD(       ) 1
 PY1160  NGVD 29 (07/19/86) 1677.0    (m)         5502.     (f) VERT ANG       
 PY1160
 PY1160.Superseded values are not recommended for survey control.
 PY1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1160.See file dsdata.txt to determine how the superseded data were derived.
 PY1160
 PY1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7010482476(NAD 83)
 PY1160_MARKER: DS = TRIANGULATION STATION DISK
 PY1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1160
 PY1160  HISTORY     - Date     Condition        Report By
 PY1160  HISTORY     - 1946     MONUMENTED       CGS
 PY1160  HISTORY     - 1981     GOOD             NGS
 PY1160
 PY1160                          STATION DESCRIPTION
 PY1160
 PY1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 PY1160'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF ASHTON, 2-1/2
 PY1160'MILES SOUTH WEST OF WARM RIVER ON THE SOUTH BANK OF THE HENRYS
 PY1160'FORK RIVER, IN A WASTE STRIP ON TOP OF A SMALL KNOLL.  IT IS A
 PY1160'STANDARD DISK STAMPED FORK 1946, SET IN A 12 BY 12 INCH
 PY1160'CONCRETE POST PROJECTING ABOUT 4 INCHES.  THE MARK IS 9.5
 PY1160'METERS SOUTH OF THE NORTH END OF A WASTE STRIP, 10 FEET WEST OF
 PY1160'THE EAST EDGE OF THE WASTE STRIP, 10 FEET EAST OF THE WEST
 PY1160'EDGE OF THE WASTE STRIP, 9 FEET NORTHWEST OF A LARGE BOULDER,
 PY1160'AND 3.9 METERS NORTH OF A WHITE REFERENCE POST.  THE MARK IS
 PY1160'ABOUT 2 FEET LOWER THAN THE SURROUNDING GROUND IN THE
 PY1160'VICINITY.
 PY1160'
 PY1160'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED FORK NO 1 1946,
 PY1160'SET IN A BOULDER FLUSH WITH THE GROUND.  IT IS 55 FEET NORTH
 PY1160'OF THE SOUTH EDGE OF A WASTE STRIP 24 FEET SOUTH OF THE NORTH
 PY1160'EDGE OF A WASTE STRIP, 20 FEET EAST OF THE WEST EDGE OF A
 PY1160'WASTE STRIP, AND 10 FEET WEST OF THE EAST EDGE OF A WASTE
 PY1160'STRIP.
 PY1160'
 PY1160'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED FORK NO 2 1946,
 PY1160'SET IN A BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.  IT
 PY1160'IS 20 FEET EAST OF THE WEST EDGE OF A WASTE STRIP, 10 FEET WEST OF
 PY1160'THE EAST EDGE OF THE WASTE STRIP, AND ABOUT 1 FOOT HIGHER THAN
 PY1160'THE STATION.
 PY1160'
 PY1160'TRIANGULATION STATION ASHTON N E BASE WAS USED AS THE AZIMUTH
 PY1160'MARK.
 PY1160'
 PY1160'TO REACH THE STATION FROM THE RAIL ROAD DEPOT IN ASHTON GO
 PY1160'EAST ON U.S. HIGHWAY 191 FOR 3.5 MILES TO A T ROAD TO THE
 PY1160'LEFT (NORTH).  TURN LEFT (NORTH) AND GO 1.0 MILE TO A ROAD
 PY1160'TO THE RIGHT (EAST).  TURN RIGHT (EAST) AND GO 0.25 MILE TO A LANE
 PY1160'LEADING NORTH.  TURN LEFT (NORTH) PASSING ON THE WEST SIDE OF A
 PY1160'HOUSE AND GO 0.5 MILE THENCE BEAR RIGHT NORTHEAST ACROSS
 PY1160'A FIELD TO THE HIGHEST PART AND THE STATION IN THE WASTE STRIP
 PY1160'AS DESCRIBED ABOVE.
 PY1160
 PY1160                          STATION RECOVERY (1981)
 PY1160
 PY1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PY1160'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PY1160'CONDITION.  THE ANGLE AND DISTANCE TO REFERENCE MARK 2 DID NOT
 PY1160'COMPARE FAVORABLY WITH THE 1946 DESCRIPTION.  IT MIGHT HAVE BEEN
 PY1160'BUMPED WHEN THE PROPERTY OWNER PILED JUNK NEAR THE STATION SITE.  THE
 PY1160'FEET-METERS CONVERSION TO REFERENCE MARK 1 IN THE ORIGINAL DESCRIPTION
 PY1160'IS IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 PY1160'
 PY1160'THE STATION IS LOCATED ON A HILL ABOUT 4 MILES NORTHEAST OF ASHTON,
 PY1160'ABOUT 2-1/2 MILES SOUTH OF WARM RIVER, IN PASTURE LAND OWNED BY
 PY1160'GORDON SMITH, BOX 483 ASHTON IDAHO, 83420.
 PY1160'
 PY1160'TO REACH THE STATION FROM THE POST OFFICE IN ASHTON GO EAST ON
 PY1160'HIGHWAY 47 FOR 3.3 MILES, TURN LEFT AND GO 1.1 MILES TO A T JUNCTION,
 PY1160'TURN RIGHT AND GO 0.2 MILE TO A LANE LEADING NORTH, TURN LEFT AND GO
 PY1160'0.6 MILE TO TOP OF A RIDGE AND GORDEN SMITH RESIDENCE AND THE MARK ON
 PY1160'THE NORTH SIDE OF THE HOUSE.
 PY1160'
 PY1160'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PY1160'STAMPED---FORK 1946---SET INTO THE TOP OF A SQUARE CONCRETE
 PY1160'MONUMENT 25 CM (9.8 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED
 PY1160'43.28 METERS (142.0 FEET) ESE FROM A POWER POLE, 39.93 METERS (131.0
 PY1160'FEET) E FROM A FENCE, AND 32.98 METERS (108.2 FEET) N FROM THE
 PY1160'NORTHWEST CORNER OF THE HOUSE.
 PY1160'
 PY1160'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PY1160'NOS) DISK STAMPED---FORK NO 1 1946---SET INTO THE TOP OF A BOULDER
 PY1160'OF 0.5 METER (2 FEET) LARGEST DIMENSION LOCATED 33.71 METERS (110.6
 PY1160'FEET) E FROM A FENCE LINE, 1.45 METERS (4.8 FEET) N FROM A 1 METER
 PY1160'HIGH PILE OF BRUSH AND ROCK, AND 0.5 METER (2 FEET) LOWER THAN THE
 PY1160'STATION.
 PY1160'
 PY1160'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PY1160'NOS) DISK STAMPED---FORK NO 2 1947---SET INTO THE TOP OF A
 PY1160'PARTIALLY EXPOSED BOULDER OF 1 METER (3 FEET) LARGEST DIMENSION
 PY1160'LOCATED 40.2 METERS (132 FEET) W FROM A FENCE, 35.91 METERS (117.8
 PY1160'FEET) NW FROM THE NORTHEAST CORNER OF THE HOUSE, 22.31 METERS (73.2
 PY1160'FEET) N FROM THE NORTHWEST CORNER OF THE HOUSE, AND 0.1 METER (0.3
 PY1160'FOOT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5205 ***********************************************************************
 AC5205  CBN         -  This is a Cooperative Base Network Control Station.
 AC5205  DESIGNATION -  FORK GPS
 AC5205  PID         -  AC5205
 AC5205  STATE/COUNTY-  ID/LEMHI
 AC5205  USGS QUAD   -  NORTH FORK (1966)
 AC5205
 AC5205                         *CURRENT SURVEY CONTROL
 AC5205  ___________________________________________________________________
 AC5205* NAD 83(1999)-  45 24 25.97849(N)    113 59 48.04954(W)     ADJUSTED  
 AC5205* NAVD 88     -      1114.354  (meters)    3656.01   (feet)  ADJUSTED  
 AC5205  ___________________________________________________________________
 AC5205  X           -  -1,824,484.585 (meters)                     COMP
 AC5205  Y           -  -4,098,498.513 (meters)                     COMP
 AC5205  Z           -   4,520,019.554 (meters)                     COMP
 AC5205  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 AC5205  ELLIP HEIGHT-        1101.10  (meters)          (04/16/01) GPS OBS
 AC5205  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 AC5205  DYNAMIC HT  -        1113.961 (meters)    3654.72  (feet)  COMP
 AC5205  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 AC5205
 AC5205  HORZ ORDER  -  B
 AC5205  VERT ORDER  -  SECOND    CLASS II
 AC5205  ELLP ORDER  -  FOURTH    CLASS II
 AC5205
 AC5205.The horizontal coordinates were established by GPS observations
 AC5205.and adjusted by the National Geodetic Survey in April 2001..
 AC5205.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5205.DATUM ITEM on the data sheet items page.
 AC5205
 AC5205.The orthometric height was determined by differential leveling
 AC5205.and adjusted by the National Geodetic Survey in October 1997..
 AC5205.WARNING-GPS observations at this control monument resulted in a GPS
 AC5205.derived orthometric height which differed from the leveled height by
 AC5205.more than one decimeter (0.1 meter).
 AC5205
 AC5205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5205
 AC5205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5205
 AC5205.The ellipsoidal height was determined by GPS observations
 AC5205.and is referenced to NAD 83.
 AC5205
 AC5205.The geoid height was determined by GEOID03.
 AC5205
 AC5205.The dynamic height is computed by dividing the NAVD 88
 AC5205.geopotential number by the normal gravity value computed on the
 AC5205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5205.degrees latitude (g = 980.6199 gals.).
 AC5205
 AC5205.The modeled gravity was interpolated from observed gravity values.
 AC5205
 AC5205;                    North         East     Units Scale Factor Converg.
 AC5205;SPC ID C     -   415,565.266   500,259.863   MT  0.99994737   +0 00 08.5
 AC5205;UTM  12      - 5,032,557.617   265,496.111   MT  1.00027618   -2 08 05.8
 AC5205;UTM  11      - 5,032,577.007   735,023.426   MT  1.00027918   +2 08 22.9
 AC5205
 AC5205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5205!SPC ID C     -   0.99982740  x   0.99994737  =   0.99977478
 AC5205!UTM  12      -   0.99982740  x   1.00027618  =   1.00010353
 AC5205!UTM  11      -   0.99982740  x   1.00027918  =   1.00010653
 AC5205
 AC5205                          SUPERSEDED SURVEY CONTROL
 AC5205
 AC5205  NAD 83(1992)-  45 24 25.97717(N)    113 59 48.04901(W) AD(       ) B
 AC5205  ELLIP H (01/22/97) 1101.16   (m)                       GP(       ) 4 1
 AC5205
 AC5205.Superseded values are not recommended for survey control.
 AC5205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5205.See file dsdata.txt to determine how the superseded data were derived.
 AC5205
 AC5205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR6549632558(NAD 83)
 AC5205_MARKER: I = METAL ROD
 AC5205_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5205_STAMPING: FORK GPS 1995
 AC5205_MARK LOGO: NGS   
 AC5205_PROJECTION: FLUSH
 AC5205_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5205+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2004
 AC5205_ROD/PIPE-DEPTH: 4.3  meters
 AC5205_SLEEVE-DEPTH  : 1.0 meters
 AC5205
 AC5205  HISTORY     - Date     Condition        Report By
 AC5205  HISTORY     - 1995     MONUMENTED       NGS
 AC5205  HISTORY     - 19950619 GOOD             NGS
 AC5205  HISTORY     - 20010319 GOOD             IDTD
 AC5205  HISTORY     - 20041002 GOOD             DJC
 AC5205
 AC5205                          STATION DESCRIPTION
 AC5205
 AC5205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AC5205'STATION IS LOCATED IN THE SALMON NATIONAL FOREST AT THE NORTH FORK
 AC5205'RANGER IN NORTH FORK WHICH IS ABOUT 15.55 MI (25.02 KM) NORTH OF
 AC5205'SALMON.  OWNERSHIP--U.S.  FOREST SERVICE.  REACHED FROM THE JUNCTION
 AC5205'OF U.S.  HIGHWAY 93 AND SHOUP ROAD IN NORTH FORK, GO WEST ON SHOUP
 AC5205'ROAD FOR 0.10 MI (0.16 KM) TO THE ENTRANCE TO THE NORTH FORK RANGER
 AC5205'STATION ON THE RIGHT.  TURN SHARP RIGHT AND GO EASTERLY ON PAVED DRIVE
 AC5205'FOR 0.1 MI (0.2 KM) TO THE TOP OF A SMALL GRADE AND THE MARK ON THE
 AC5205'RIGHT.  IT IS 8.3 M (27.2 FT) NORTH-NORTHWEST OF A BREAK IN THE SLOPE,
 AC5205'1.0 M (3.3 FT) SOUTH-SOUTHEAST OF A LOG CURBING AND 0.75 M (2.46 FT)
 AC5205'NORTH-NORTHWEST OF A FIBREGLASS WITNESS POST.  MARK IS A STAINLESS
 AC5205'STEEL ROD DRIVEN TO ANCHORED REFUSAL AT 4.3 M (14.1 FT) WITH A PUNCH
 AC5205'HOLE IN THE TOP AND INSIDE A 1 M (3.3 FT) LONG GREASE FILLED SLEEVE
 AC5205'AND SET IN THE MIDST OF 3 STEEL FENCE POSTS.  ACCESS TO MARK IS HAD
 AC5205'THROUGH A 5-INCH NGS LOGO CAP.  DESCRIBED BY B.E. KELLY.
 AC5205
 AC5205                          STATION RECOVERY (1995)
 AC5205
 AC5205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AC5205'STATION IS LOCATED IN THE SALMON NATIONAL FOREST AT THE NORTH FORK
 AC5205'RANGER STATION IN NORTH FORK WHICH IS ABOUT 25.0 KM (15.55 MI) NORTH
 AC5205'OF SALMON.  OWNERSHIP--U.S.  FOREST SERVICE. REACHED FROM THE JUNCTION
 AC5205'OF U.S. HIGHWAY 93 AND SHOUP ROAD IN NORTH FORK GO WEST ON SHOUP ROAD
 AC5205'FOR 0.20 KM (0.10 MI) TO THE ENTRANCE TO THE NORTH FORK RANGER
 AC5205'STATION.  TURN SHARP RIGHT AND GO EASTERLY ON PAVED ROAD FOR 0.14 KM
 AC5205'(0.10 MI) TO THE TOP OF SMALL GRADE AND MARK ON THE RIGHT.  LOCATED
 AC5205'1.0 M (3.3 FT) SOUTH-SOUTHEAST OF A LOG CURBING, 8.3 M (27.2 FT)
 AC5205'NORTH-NORTHWEST OF A BREAK IN THE SLOPE AND 0.75 M (2.46 FT)
 AC5205'NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST. MARK IS A STAINLESS ROD
 AC5205'DRIVEN TO ANCHORED REFUSAL AT 4.3 M (14.1 FT) WITH A PUNCH HOLE IN THE
 AC5205'TOP AND INSIDE A 1.0 M (3.3 FT) FOOD GRADE GREASE FILLED SLEEVE AND
 AC5205'SET BETWEEN 3-STEEL POSTS. ACCESS TO MARK IS HAD THRU A 5-INCH LOGO
 AC5205'CAP.
 AC5205
 AC5205                          STATION RECOVERY (2001)
 AC5205
 AC5205'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 AC5205'RECOVERED IN GOOD CONDITION.
 AC5205
 AC5205                          STATION RECOVERY (2004)
 AC5205
 AC5205'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 AC5205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1161 ***********************************************************************
 NV1161  DESIGNATION -  FORKS
 NV1161  PID         -  NV1161
 NV1161  STATE/COUNTY-  ID/OWYHEE
 NV1161  USGS QUAD   -  SALLS CROSSING (1979)
 NV1161
 NV1161                         *CURRENT SURVEY CONTROL
 NV1161  ___________________________________________________________________
 NV1161* NAD 83(1994)-  42 09 59.30262(N)    115 14 12.20309(W)     ADJUSTED  
 NV1161* NAVD 88     -      1711.9    (meters)    5616.     (feet)  VERTCON   
 NV1161  ___________________________________________________________________
 NV1161  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 NV1161  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 NV1161
 NV1161  HORZ ORDER  -  FIRST
 NV1161
 NV1161.The horizontal coordinates were established by classical geodetic methods
 NV1161.and adjusted by the National Geodetic Survey in June 1998..
 NV1161
 NV1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1161
 NV1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1161
 NV1161.The geoid height was determined by GEOID03.
 NV1161
 NV1161;                    North         East     Units Scale Factor Converg.
 NV1161;SPC ID W     -    55,638.141   842,411.594   MT  0.99995546   +0 20 40.4
 NV1161;UTM  11      - 4,669,764.542   645,651.478   MT  0.99986103   +1 11 01.9
 NV1161
 NV1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1161!SPC ID W     -   0.99973408  x   0.99995546  =   0.99968955
 NV1161!UTM  11      -   0.99973408  x   0.99986103  =   0.99959514
 NV1161
 NV1161|---------------------------------------------------------------------|
 NV1161| PID    Reference Object                     Distance      Geod. Az  |
 NV1161|                                                           dddmmss.s |
 NV1161| CD5091 FORKS RM 1                           27.147 METERS 17042     |
 NV1161| CD5092 FORKS RM 2                           35.791 METERS 27808     |
 NV1161| CD5090 FORKS AZ MK                                        3275812.8 |
 NV1161|---------------------------------------------------------------------|
 NV1161
 NV1161                          SUPERSEDED SURVEY CONTROL
 NV1161
 NV1161  NAD 83(1992)-  42 09 59.30049(N)    115 14 12.19865(W) AD(       ) 1
 NV1161  NAD 83(1986)-  42 09 59.30066(N)    115 14 12.19796(W) AD(       ) 1
 NV1161  NAD 27      -  42 09 59.63300(N)    115 14 08.97600(W) AD(       ) 1
 NV1161  NGVD 29 (07/19/86) 1710.8    (m)         5613.     (f) VERT ANG       
 NV1161
 NV1161.Superseded values are not recommended for survey control.
 NV1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1161.See file dsdata.txt to determine how the superseded data were derived.
 NV1161
 NV1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG4565169765(NAD 83)
 NV1161_MARKER: Z = SEE DESCRIPTION
 NV1161_SETTING: 0 = UNSPECIFIED SETTING
 NV1161
 NV1161  HISTORY     - Date     Condition        Report By
 NV1161  HISTORY     - 1948     MONUMENTED       CGS
 NV1161
 NV1161                          STATION DESCRIPTION
 NV1161
 NV1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 NV1161'THE STATION IS ABOUT 12 MILES, AIRLINE, NORTH-NORTHEAST OF
 NV1161'MURPHYS HOT SPRINGS, 11 MILES, AIRLINE, WEST OF THREE CREEKS
 NV1161'AND ABOUT 1 MILE EAST OF A NORTH-SOUTH TRACK ROAD, ON THE HIGHEST
 NV1161'POINT OF A LONG LOW SAGE COVERED RIDGE.
 NV1161'
 NV1161'TO REACH THE STATION FROM MURPHYS HOT SPRINGS GO EASTERLY
 NV1161'TOWARDS ROGERSON FOR 9.5 MILES TO A TRACK ROAD LEFT AT THE FOOT
 NV1161'OF GRADE AND JUST BEFORE REACHING RANCH BUILDINGS ON THE NORTH
 NV1161'OF THE MAIN ROAD.  TURN LEFT ON TRACK ROAD AND AFTER A FEW
 NV1161'YARDS TURN NORTHERLY AROUND FENCE CORNER AND CONTINUE NORTHERLY
 NV1161'FOR 2.4 MILES TO A FORK.  KEEP RIGHT FOR 0.2 MILE TO CROSS
 NV1161'ROADS.  CONTINUE STRAIGHT AHEAD NORTHERLY FOR 0.2 MILE TO
 NV1161'POWERLINE.  CONTINUE NORTHERLY ON TRACK ROAD FOR 2.4 MILES
 NV1161'TO A FORK.  KEEP RIGHT FOR 0.5 MILE TO VERY DIM TRACKS RIGHT.
 NV1161'TURN RIGHT ON DIM TRACKS ACROSS COUNTRY EASTERLY FOR 1.0
 NV1161'MILE TO THE HIGHEST POINT OF THE RIDGE AND STATION.
 NV1161'
 NV1161'THE STATION IS A STANDARD BRONZE DISK SET IN A BOULDER PROJECTING
 NV1161'ABOUT 8 INCHES, AND IS ON THE HIGHEST POINT OF THE RIDGE.
 NV1161'IT IS STAMPED FORKS 1948.
 NV1161'
 NV1161'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 NV1161'IN A BOULDER PROJECTING ABOUT 4 INCHES, AND IS ABOUT THE SAME
 NV1161'ELEVATION AS THE STATION.  IT IS STAMPED FORKS NO 1 1948.
 NV1161'
 NV1161'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 NV1161'IN A BOULDER PROJECTING ABOUT 6 INCHES, AND IS ABOUT THE
 NV1161'SAME ELEVATION AS THE STATION.  IT IS STAMPED FORKS NO 2 1948.
 NV1161'
 NV1161'THE AZIMUTH MARK IS A STANDARD DISK SET IN A BURIED BOULDER
 NV1161'PROJECTING ABOUT 4 INCHES AND IS ABOUT 200 YARDS WEST OF CREST
 NV1161'OF N-S RIDGE, AND IS 0.4 MILE NORTH OF THE STATION.  IT IS
 NV1161'STAMPED FORKS 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0692 ***********************************************************************
 QA0692  DESIGNATION -  FORNEY
 QA0692  PID         -  QA0692
 QA0692  STATE/COUNTY-  ID/LEMHI
 QA0692  USGS QUAD   -  OPAL LAKE (1963)
 QA0692
 QA0692                         *CURRENT SURVEY CONTROL
 QA0692  ___________________________________________________________________
 QA0692* NAD 83(1992)-  44 57 06.29155(N)    114 20 01.43808(W)     ADJUSTED  
 QA0692* NAVD 88     -      2258.8    (meters)    7411.     (feet)  VERTCON   
 QA0692  ___________________________________________________________________
 QA0692  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 QA0692  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 QA0692
 QA0692  HORZ ORDER  -  THIRD
 QA0692
 QA0692.The horizontal coordinates were established by classical geodetic methods
 QA0692.and adjusted by the National Geodetic Survey in July 1992..
 QA0692
 QA0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0692
 QA0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0692
 QA0692.The geoid height was determined by GEOID03.
 QA0692
 QA0692;                    North         East     Units Scale Factor Converg.
 QA0692;SPC ID C     -   365,003.479   473,665.534   MT  0.99995589   -0 14 08.8
 QA0692;UTM  11      - 4,981,048.849   710,319.176   MT  1.00014395   +1 53 04.0
 QA0692
 QA0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0692!SPC ID C     -   0.99964800  x   0.99995589  =   0.99960391
 QA0692!UTM  11      -   0.99964800  x   1.00014395  =   0.99979190
 QA0692
 QA0692:                Primary Azimuth Mark                     Grid Az
 QA0692:SPC ID C     -  BLACK MTN                                184 07 43.3
 QA0692:UTM  11      -  BLACK MTN                                182 00 30.5
 QA0692
 QA0692|---------------------------------------------------------------------|
 QA0692| PID    Reference Object                     Distance      Geod. Az  |
 QA0692|                                                           dddmmss.s |
 QA0692| QA0693 BLACK MTN                           APPROX.12.3 KM 1835334.5 |
 QA0692| CD5093 FORNEY RM CROSS                       3.840 METERS 22103     |
 QA0692|---------------------------------------------------------------------|
 QA0692
 QA0692                          SUPERSEDED SURVEY CONTROL
 QA0692
 QA0692  NAD 83(1986)-  44 57 06.29073(N)    114 20 01.43258(W) AD(       ) 3
 QA0692  NAD 27      -  44 57 06.57128(N)    114 19 58.17411(W) AD(       ) 3
 QA0692  NGVD 29 (07/19/86) 2257.4    (m)         7406.     (f) VERT ANG       
 QA0692
 QA0692.Superseded values are not recommended for survey control.
 QA0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0692.See file dsdata.txt to determine how the superseded data were derived.
 QA0692
 QA0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK1031981049(NAD 83)
 QA0692_MARKER: DD = SURVEY DISK
 QA0692_SETTING: 66 = SET IN ROCK OUTCROP
 QA0692
 QA0692  HISTORY     - Date     Condition        Report By
 QA0692  HISTORY     - 1912     MONUMENTED       USGS
 QA0692  HISTORY     - 1915     GOOD             USGS
 QA0692  HISTORY     - 1944     GOOD             USGS
 QA0692  HISTORY     - 1961     GOOD             USGS
 QA0692
 QA0692                          STATION DESCRIPTION
 QA0692
 QA0692'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 QA0692'LOCATED ABOUT 3.5 MI. S. OF FORNEYS, ON A FLAT GRASSY RIDGE.
 QA0692'
 QA0692'TO REACH FROM FORNEY POST OFFICE, TAKE PANTHER CREEK RD. S. LEADING TO
 QA0692'KINGSBURY RANCH AND MOYER BASIN, 2.6 MI., CONTINUE ON OLD RD. PAST THE
 QA0692'KINGSBURY RANCH, 2.3 MI. E. TO TOP OF RIDGE, THENCE FOLLOWING UP THIS
 QA0692'GRASSY RIDGE, ON AN OLD RD. S. AND SW. FOR 1.8 MI. TO STATION ON THE
 QA0692'W. SIDE OF A FLAT RIDGE.
 QA0692'
 QA0692'STATION MARK--ORIGINAL STANDARD BRONZE TABLET STAMPED---FORNEY---,
 QA0692'CEMENTED IN SOLID ROCK.
 QA0692'
 QA0692'REFERENCE MARK NO. 1--ORIGINAL CHISELED CROSS ON SOLID ROCK, 12.75
 QA0692'FT. FROM STATION MARK, S 40 DEG 54 MIN W.  (CROSS SHOWS
 QA0692'NO DISTURBANCE).
 QA0692'
 QA0692'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET CEMENTED IN
 QA0692'SOLID ROCK, 11 FT. FROM STATION MARK, S 80 DEG 12 MIN E.
 QA0692
 QA0692                          STATION RECOVERY (1915)
 QA0692
 QA0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1915
 QA0692'STATION MARK--STANDARD BRONZE TABLET, UNSTAMPED, CEMENTED IN
 QA0692'SOLID ROCK UNDER ROCK MONUMENT.
 QA0692'
 QA0692'RM 1--CHISELED CROSS ON SOLID ROCK.
 QA0692
 QA0692                          STATION RECOVERY (1944)
 QA0692
 QA0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1944
 QA0692'RECOVERED AS DESCRIBED.
 QA0692'
 QA0692'LOCATED ABOUT 3.5 MI S. OF FORNEY.  ON FLAT GRASSY RIDGE.
 QA0692'
 QA0692'TO REACH FROM FORNEY POST OFFICE, TAKE PANTHER CREEK RD. 2.6 MI
 QA0692'S. TO KINGSBURY RANCH AND MOYER BASIN.  CONTINUE ON OLD RD. PAST
 QA0692'KINGSBURY RANCH 2.3 MI E. TO TOP OF RIDGE THENCE FOLLOW UP GRASSY
 QA0692'RIDGE ON OLD RD. S. AND SW. 1.8 MI TO STATION ON WEST SIDE OF
 QA0692'FLAT RIDGE.
 QA0692'
 QA0692'STATION MARK--ORIGINAL BRONZE TABLET STAMPED---FORNEY,---CEMENTED
 QA0692'IN SOLID ROCK.
 QA0692'
 QA0692'RM 1--CHISELED CROSS ON SOLID ROCK.
 QA0692'
 QA0692'RM 2--STANDARD RM TABLET, STAMPING UNKNOWN, CEMENTED IN SOLID
 QA0692'ROCK.
 QA0692
 QA0692                          STATION RECOVERY (1961)
 QA0692
 QA0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QA0692'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1275 ***********************************************************************
 QB1275  DESIGNATION -  FORT
 QB1275  PID         -  QB1275
 QB1275  STATE/COUNTY-  ID/ADAMS
 QB1275  USGS QUAD   -  FRUITVALE (1986)
 QB1275
 QB1275                         *CURRENT SURVEY CONTROL
 QB1275  ___________________________________________________________________
 QB1275* NAD 83(1992)-  44 48 36.32061(N)    116 24 58.55154(W)     ADJUSTED  
 QB1275* NAVD 88     -      1048.2    (meters)    3439.     (feet)  VERTCON   
 QB1275  ___________________________________________________________________
 QB1275  LAPLACE CORR-           8.18  (seconds)                    DEFLEC99
 QB1275  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 QB1275
 QB1275  HORZ ORDER  -  SECOND
 QB1275
 QB1275.The horizontal coordinates were established by classical geodetic methods
 QB1275.and adjusted by the National Geodetic Survey in July 1992..
 QB1275
 QB1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1275
 QB1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1275
 QB1275.The geoid height was determined by GEOID03.
 QB1275
 QB1275;                    North         East     Units Scale Factor Converg.
 QB1275;SPC ID W     -   349,418.740   747,297.423   MT  0.99996748   -0 28 10.4
 QB1275;UTM  11      - 4,962,019.772   546,159.035   MT  0.99962620   +0 24 41.0
 QB1275
 QB1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1275!SPC ID W     -   0.99983809  x   0.99996748  =   0.99980558
 QB1275!UTM  11      -   0.99983809  x   0.99962620  =   0.99946435
 QB1275
 QB1275:                Primary Azimuth Mark                     Grid Az
 QB1275:SPC ID W     -  FORT AZ MK                               052 39 35.5
 QB1275:UTM  11      -  FORT AZ MK                               051 46 44.1
 QB1275
 QB1275|---------------------------------------------------------------------|
 QB1275| PID    Reference Object                     Distance      Geod. Az  |
 QB1275|                                                           dddmmss.s |
 QB1275| CD5094 FORT AZ MK                                         0521125.1 |
 QB1275| CD5096 FORT RM 2                            19.309 METERS 26656     |
 QB1275| CD5095 FORT RM 1                            18.963 METERS 29455     |
 QB1275|---------------------------------------------------------------------|
 QB1275
 QB1275                          SUPERSEDED SURVEY CONTROL
 QB1275
 QB1275  NAD 83(1986)-  44 48 36.32180(N)    116 24 58.55059(W) AD(       ) 2
 QB1275  NAD 27      -  44 48 36.72635(N)    116 24 55.04211(W) AD(       ) 2
 QB1275  NGVD 29 (07/19/86) 1047.2    (m)         3436.     (f) VERT ANG       
 QB1275
 QB1275.Superseded values are not recommended for survey control.
 QB1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1275.See file dsdata.txt to determine how the superseded data were derived.
 QB1275
 QB1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK4615962020(NAD 83)
 QB1275_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QB1275_SETTING: 66 = SET IN ROCK OUTCROP
 QB1275
 QB1275  HISTORY     - Date     Condition        Report By
 QB1275  HISTORY     - 1966     MONUMENTED       CGS
 QB1275
 QB1275                          STATION DESCRIPTION
 QB1275
 QB1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1275'STATION IS LOCATED ABOUT 6 MILES NORTH OF COUNCIL, ABOUT 2
 QB1275'MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 95 AND FRUITVALE
 QB1275'ROAD AND ABOUT 1/4 MILE WEST OF U.S. HIGHWAY 95 ON A ROCKY
 QB1275'RIDGE WITH HIGHER GROUND TO THE NORTHWEST.
 QB1275'
 QB1275'TO REACH FROM THE POST OFFICE IN COUNCIL, GO NORTH ON U.S.
 QB1275'HIGHWAY 95 FOR 4.5 MILE TO FORK, TAKE THE RIGHT FORK AND
 QB1275'CONTINUE ON U.S. HIGHWAY 95 FOR 2 MILE TO A TURN OUT ON
 QB1275'LEFT AND END OF TRUCK TRAVEL (CONTINUE FOR 0.6 MILE TO AZIMUTH
 QB1275'MARK ON LEFT).  FROM HERE PACK WEST ACROSS MEADOW TO FENCE
 QB1275'CORNER, CONTINUE WEST ALONG SOUTH SIDE OF FENCE TO TOP OF
 QB1275'RIDGE AND STATION.
 QB1275'
 QB1275'STATION MARK, A STANDARD DISK STAMPED FORT 1966, IS SET IN
 QB1275'A DRILL HOLE IN OUTCROPPING ROCK WHICH PROJECTS 6 INCHES.
 QB1275'THE MARK IS 66 FEET SOUTH OF FENCE AND 4 FEET WEST OF WITNESS
 QB1275'POST.
 QB1275'
 QB1275'REFERENCE MARK 1, A STANDARD DISK STAMPED FORT NO 1 1966,
 QB1275'IS SET IN A DRILL HOLE IN OUTCROPPING ROCK WHICH PROJECTS
 QB1275'8 INCHES.  THE ARROW IS POINTING TOWARD REFERENCE MARK 2.
 QB1275'THE MARK IS 67.3 FEET WEST-NORTHWEST OF WITNESS POST AND 35
 QB1275'FEET SOUTH OF FENCE.
 QB1275'
 QB1275'REFERENCE MARK 2, A STANDARD TRIANGULATION STATION DISK
 QB1275'STAMPED FORT R.M. NO 2 1966, IS SET IN A DRILL HOLE IN OUTCROPPING
 QB1275'ROCK WHICH PROJECTS 12 INCHES AND ABOUT 3 FEET LOWER THAN
 QB1275'THE STATION.  THE MARK IS 69.1 FEET WEST OF WITNESS POST
 QB1275'AND 65 FEET SOUTH OF FENCE.
 QB1275'
 QB1275'AZIMUTH MARK, A STATE OF IDAHO DEPARTMENT OF PUBLIC WORKS
 QB1275'RIGHT OF WAY DISK STAMPED P.C. 125 + 75.5 50, IS SET IN THE
 QB1275'TOP OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 QB1275'THE MARK IS 50 FEET SOUTHWEST OF CENTER LINE OF U.S. HIGHWAY
 QB1275'95, 23 FEET NORTHEAST OF FENCE AND 2.0 FEET WEST OF WITNESS
 QB1275'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0853 ***********************************************************************
 OY0853  DESIGNATION -  FORT HALL BLACK ELEVATED TANK
 OY0853  PID         -  OY0853
 OY0853  STATE/COUNTY-  ID/BANNOCK
 OY0853  USGS QUAD   -  FORT HALL (1971)
 OY0853
 OY0853                         *CURRENT SURVEY CONTROL
 OY0853  ___________________________________________________________________
 OY0853* NAD 83(1992)-  43 00 44.85709(N)    112 25 58.21428(W)     ADJUSTED  
 OY0853* NAVD 88     -                                                        
 OY0853  ___________________________________________________________________
 OY0853  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 OY0853  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 OY0853
 OY0853  HORZ ORDER  -  THIRD
 OY0853
 OY0853.The horizontal coordinates were established by classical geodetic methods
 OY0853.and adjusted by the National Geodetic Survey in July 1992..
 OY0853
 OY0853
 OY0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0853
 OY0853.The geoid height was determined by GEOID03.
 OY0853
 OY0853;                    North         East     Units Scale Factor Converg.
 OY0853;SPC ID E     -   149,517.118   178,301.712   MT  0.99995316   -0 10 53.7
 OY0853;UTM  12      - 4,763,194.564   383,234.530   MT  0.99976773   -0 58 39.1
 OY0853
 OY0853                          SUPERSEDED SURVEY CONTROL
 OY0853
 OY0853  NAD 83(1986)-  43 00 44.85087(N)    112 25 58.20061(W) AD(       ) 4
 OY0853  NAD 27      -  43 00 45.15800(N)    112 25 55.27600(W) AD(       ) 3
 OY0853
 OY0853.Superseded values are not recommended for survey control.
 OY0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0853.See file dsdata.txt to determine how the superseded data were derived.
 OY0853
 OY0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8323563195(NAD 83)
 OY0853
 OY0853  HISTORY     - Date     Condition        Report By
 OY0853  HISTORY     - 1936     MONUMENTED       CGS
 OY0853
 OY0853                          STATION DESCRIPTION
 OY0853
 OY0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 OY0853'STATION IS A BLACK TANK, ELEVATED, ABOUT 60 FEET HIGH, LOCATED
 OY0853'ABOUT 1 MILE S OF FORT HALL, AND ABOUT 1/4 MILE E OF U.S. HIGHWAY
 OY0853'91.  IT IS ABOUT THE CENTER OF FORT HALL ADMINISTRATION BUILDINGS.
 OY0853'OBJECT OBSERVED UPON WAS SMALL BLACK BALL ATOP TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0850 ***********************************************************************
 OY0850  DESIGNATION -  FORT HALL RED ELEVATED TANK
 OY0850  PID         -  OY0850
 OY0850  STATE/COUNTY-  ID/BINGHAM
 OY0850  USGS QUAD   -  FORT HALL (1971)
 OY0850
 OY0850                         *CURRENT SURVEY CONTROL
 OY0850  ___________________________________________________________________
 OY0850* NAD 83(1992)-  43 01 39.13484(N)    112 25 58.22803(W)     ADJUSTED  
 OY0850* NAVD 88     -                                                        
 OY0850  ___________________________________________________________________
 OY0850  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 OY0850  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 OY0850
 OY0850  HORZ ORDER  -  THIRD
 OY0850
 OY0850.The horizontal coordinates were established by classical geodetic methods
 OY0850.and adjusted by the National Geodetic Survey in July 1992..
 OY0850
 OY0850
 OY0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0850
 OY0850.The geoid height was determined by GEOID03.
 OY0850
 OY0850;                    North         East     Units Scale Factor Converg.
 OY0850;SPC ID E     -   151,192.000   178,306.709   MT  0.99995316   -0 10 53.8
 OY0850;UTM  12      - 4,764,868.905   383,262.792   MT  0.99976765   -0 58 40.1
 OY0850
 OY0850                          SUPERSEDED SURVEY CONTROL
 OY0850
 OY0850  NAD 83(1986)-  43 01 39.12850(N)    112 25 58.21468(W) AD(       ) 4
 OY0850  NAD 27      -  43 01 39.43400(N)    112 25 55.28700(W) AD(       ) 3
 OY0850
 OY0850.Superseded values are not recommended for survey control.
 OY0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0850.See file dsdata.txt to determine how the superseded data were derived.
 OY0850
 OY0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8326364869(NAD 83)
 OY0850
 OY0850  HISTORY     - Date     Condition        Report By
 OY0850  HISTORY     - 1936     MONUMENTED       CGS
 OY0850
 OY0850                          STATION DESCRIPTION
 OY0850
 OY0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 OY0850'STATION IS A RED TANK, ELEVATED, ABOUT 70 FEET HIGH LOCATED ON
 OY0850'THE FORT HALL HOSPITAL GROUNDS.  OBJECT OBSERVED UPON WAS SMALL
 OY0850'WHITE BALL ATOP TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0518 ***********************************************************************
 NT0518  DESIGNATION -  FOSSIL
 NT0518  PID         -  NT0518
 NT0518  STATE/COUNTY-  ID/BEAR LAKE
 NT0518  USGS QUAD   -  FOSSIL CANYON (1970)
 NT0518
 NT0518                         *CURRENT SURVEY CONTROL
 NT0518  ___________________________________________________________________
 NT0518* NAD 83(1992)-  42 35 16.61689(N)    111 25 50.36482(W)     ADJUSTED  
 NT0518* NAVD 88     -      2165.3    (meters)    7104.     (feet)  VERTCON   
 NT0518  ___________________________________________________________________
 NT0518  LAPLACE CORR-           8.38  (seconds)                    DEFLEC99
 NT0518  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 NT0518
 NT0518  HORZ ORDER  -  THIRD
 NT0518
 NT0518.The horizontal coordinates were established by classical geodetic methods
 NT0518.and adjusted by the National Geodetic Survey in July 1992..
 NT0518
 NT0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0518
 NT0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0518
 NT0518.The geoid height was determined by GEOID03.
 NT0518
 NT0518;                    North         East     Units Scale Factor Converg.
 NT0518;SPC ID E     -   102,589.350   260,411.382   MT  0.99999225   +0 29 53.1
 NT0518;UTM  12      - 4,715,148.770   464,664.192   MT  0.99961536   -0 17 29.2
 NT0518
 NT0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0518!SPC ID E     -   0.99966242  x   0.99999225  =   0.99965467
 NT0518!UTM  12      -   0.99966242  x   0.99961536  =   0.99927791
 NT0518
 NT0518:                Primary Azimuth Mark                     Grid Az
 NT0518:SPC ID E     -  ASPEN                                    088 32 23.7
 NT0518:UTM  12      -  ASPEN                                    089 19 46.0
 NT0518
 NT0518|---------------------------------------------------------------------|
 NT0518| PID    Reference Object                     Distance      Geod. Az  |
 NT0518|                                                           dddmmss.s |
 NT0518| NT0514 ASPEN                               APPROX. 4.7 KM 0890216.8 |
 NT0518|---------------------------------------------------------------------|
 NT0518
 NT0518                          SUPERSEDED SURVEY CONTROL
 NT0518
 NT0518  NAD 83(1986)-  42 35 16.60779(N)    111 25 50.35697(W) AD(       ) 3
 NT0518  NAD 27      -  42 35 16.87580(N)    111 25 47.58406(W) AD(       ) 3
 NT0518  NGVD 29 (07/19/86) 2164.0    (m)         7100.     (f) VERT ANG       
 NT0518
 NT0518.Superseded values are not recommended for survey control.
 NT0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0518.See file dsdata.txt to determine how the superseded data were derived.
 NT0518
 NT0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN6466415149(NAD 83)
 NT0518_MARKER: DD = SURVEY DISK
 NT0518_SETTING: 80 = SET IN A BOULDER
 NT0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0518+STABILITY: SURFACE MOTION
 NT0518
 NT0518  HISTORY     - Date     Condition        Report By
 NT0518  HISTORY     - 1947     MONUMENTED       USGS
 NT0518
 NT0518                          STATION DESCRIPTION
 NT0518
 NT0518'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NT0518'FOUND AS DESCRIBED.  STATION MARK IS
 NT0518'LOOSE BUT STILL IN PLACE.  BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 NT0518'
 NT0518'LOCATED 8 MI. (AIRLINE) N. OF GEORGETOWN, 10 MI. SE. OF SODA SPRINGS,
 NT0518'NEAR THE E. END OF A LOW BARREN E-W. RIDGE TOP BETWEEN FOSSIL CANYON
 NT0518'AND DRY CANYON, JUST S. OF THE BEAR LAKE-CARIBOU COUNTY LINE.
 NT0518'
 NT0518'TO REACH FROM GEORGETOWN POST OFFICE, DRIVE NW. ON U.S. HIGHWAY 30 FOR
 NT0518'7.7 MI. TO SIDE RD. RIGHT AT SIGN --FOSSIL CANYON ROAD--, TURN RIGHT
 NT0518'THROUGH GATE AND GO N. ON DIRT RD. FOR 0.5 MI., TURN RIGHT (E.) ON
 NT0518'DIRT RD. FOR 1.2 MI. TO RD. FORKS, TAKE LEFT FORK UPHILL AND GO N. FOR
 NT0518'0.3 MI. TO GATE NEAR FARMHOUSE, PASS THROUGH GATE AND CONTINUE N. ON
 NT0518'WINDING RD. FOR 0.6 MI. TO TOP OF RIDGE, TURN RIGHT OFF RD. AND GO NE.
 NT0518'UP RIDGE 0.5 MI. TO HIGHEST POINT AND STATION.
 NT0518'
 NT0518'STATION MARK--STANDARD TABLET STAMPED---FOSSIL 1947---, CEMENTED IN
 NT0518'BOULDER.
 NT0518'
 NT0518'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NT0518'---NO 1---, CEMENTED IN BOULDER, 56.11 FT. FROM STATION MARK,
 NT0518'S 42 DEG 45 MIN W.
 NT0518'
 NT0518'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NT0518'---NO 2---, CEMENTED IN BOULDER, 40.20 FT. FROM STATION MARK,
 NT0518'N 71 DEG 43 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0937 ***********************************************************************
 RA0937  DESIGNATION -  FOSSKETT RESET
 RA0937  PID         -  RA0937
 RA0937  STATE/COUNTY-  ID/IDAHO
 RA0937  USGS QUAD   -  SLATE CREEK (1995)
 RA0937
 RA0937                         *CURRENT SURVEY CONTROL
 RA0937  ___________________________________________________________________
 RA0937* NAD 83(1992)-  45 37 47.72869(N)    116 17 14.13727(W)     ADJUSTED  
 RA0937* NAVD 88     -       479.81   (meters)    1574.2    (feet)  RESET     
 RA0937  ___________________________________________________________________
 RA0937  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 RA0937  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RA0937
 RA0937  HORZ ORDER  -  SECOND
 RA0937  VERT ORDER  -  THIRD
 RA0937
 RA0937.The horizontal coordinates were established by classical geodetic methods
 RA0937.and adjusted by the National Geodetic Survey in July 1992..
 RA0937
 RA0937.The orthometric height was computed from unverified reset data.
 RA0937.No vertical observational check was made to the station.
 RA0937
 RA0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0937
 RA0937.The geoid height was determined by GEOID03.
 RA0937
 RA0937;                    North         East     Units Scale Factor Converg.
 RA0937;SPC ID W     -   440,450.416   758,108.262   MT  0.99995490   -0 23 02.6
 RA0937;UTM  11      - 5,053,177.935   555,555.826   MT  0.99963795   +0 30 34.2
 RA0937
 RA0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0937!SPC ID W     -   0.99992728  x   0.99995490  =   0.99988218
 RA0937!UTM  11      -   0.99992728  x   0.99963795  =   0.99956526
 RA0937
 RA0937|---------------------------------------------------------------------|
 RA0937| PID    Reference Object                     Distance      Geod. Az  |
 RA0937|                                                           dddmmss.s |
 RA0937| RA0935 FOSSKETT RM 3                        13.444 METERS 05013     |
 RA0937| RA0047 FOSSKETT RM 1                        15.880 METERS 05343     |
 RA0937| RA0048 FOSSKETT RM 2                        25.633 METERS 15405     |
 RA0937| RA0936 FOSSKETT RM 4                         5.025 METERS 20441     |
 RA0937| CH7707 W A FOSSKETT MONUMENT                 4.400 METERS 21401     |
 RA0937| CH7381 FOSSKETT AZ MK                                     2440526.9 |
 RA0937|---------------------------------------------------------------------|
 RA0937
 RA0937                          SUPERSEDED SURVEY CONTROL
 RA0937
 RA0937  NAD 83(1991)-  45 37 47.72977(N)    116 17 14.13584(W) AD(       ) 2
 RA0937  NAD 83(1986)-  45 37 47.72982(N)    116 17 14.13582(W) AD(       ) 2
 RA0937  NAD 27      -  45 37 48.13649(N)    116 17 10.63785(W) AD(       ) 2
 RA0937  NGVD 29 (03/27/06)  478.75   (m)         1570.7    (f) RESET       3  
 RA0937
 RA0937.Superseded values are not recommended for survey control.
 RA0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0937.See file dsdata.txt to determine how the superseded data were derived.
 RA0937
 RA0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5555653178(NAD 83)
 RA0937_MARKER: DS = TRIANGULATION STATION DISK
 RA0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0937
 RA0937  HISTORY     - Date     Condition        Report By
 RA0937  HISTORY     - 1945     MONUMENTED       CGS
 RA0937  HISTORY     - 1967     GOOD             CGS
 RA0937  HISTORY     - 1969     GOOD             CGS
 RA0937
 RA0937                          STATION DESCRIPTION
 RA0937
 RA0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA0937'STATION IS LOCATED ABOUT 1/2 MILE S OF SLATE CREEK.  IT IS ON THE W
 RA0937'SIDE OF U.S. HIGHWAY 95, BETWEEN THE SALMON RIVER AND THE HIGHWAY,
 RA0937'ABOUT 40 FEET W OF THE CENTER LINE OF THE HIGHWAY, 4.41 METERS NNE
 RA0937'OF A CONCRETE MONUMENT, AND 6 FEET E OF THE SHOULDER OF THE FILL
 RA0937'OVERLOOKING THE SALMON RIVER.
 RA0937'
 RA0937'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 RA0937'IT IS STAMPED FOSSKETT 1945 AND PROJECTS 6 INCHES.  UNDERGROUND
 RA0937'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 RA0937'
 RA0937'REFERENCE MARK 1 IS 52.100 FEET NE OF THE STATION, 30 FEET W OF THE
 RA0937'CENTER LINE OF THE HIGHWAY, 6 FEET E OF THE SHOULDER OF THE FILL,
 RA0937'AND IS AT SAME ELEVATION AS THE STATION.  IT IS A BRONZE REFERENCE
 RA0937'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS STAMPED
 RA0937'FOSSKETT NO 1 1945 AND PROJECTS 1 INCH.
 RA0937'
 RA0937'REFERENCE MARK 2 IS 84.105 FEET SSE OF THE STATION, 19 FEET E OF THE
 RA0937'CENTER LINE OF THE HIGHWAY, AND IS 4 FEET ABOVE THE ELEVATION OF THE
 RA0937'ROADBED.  IT IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL HOLE IN
 RA0937'BEDROCK.  DISK IS STAMPED FOSSKETT NO 2 1945.
 RA0937'
 RA0937'AZIMUTH MARK IS ABOUT 0.4 MILE WSW OF THE STATION, 20 FEET SE OF THE
 RA0937'CENTER LINE OF THE HIGHWAY, AND ABOUT 7.5 FEET ABOVE THE ELEVATION
 RA0937'OF THE ROADBED.  IT IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 RA0937'OUTCROPPING BEDROCK WHICH IS THE MOST S OUTCROP ALONG THE S SIDE
 RA0937'OF THE HIGHWAY.  DISK IS STAMPED FOSSKETT 1945.
 RA0937'
 RA0937'TO REACH STATION FROM SLATE CREEK, GO S ON U.S. HIGHWAY 95 FOR
 RA0937'1/2 MILE TO THE WILSON A. FOSSKETT MONUMENT AND STATION ON THE
 RA0937'RIGHT.  TO REACH THE AZIMUTH MARK, CONTINUE S FOR 0.55 MILE TO THE
 RA0937'AZIMUTH MARK ON THE LEFT.
 RA0937
 RA0937                          STATION RECOVERY (1967)
 RA0937
 RA0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RA0937'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 RA0937'MARKS AND AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE
 RA0937'HIGHWAY HAS BEEN CHANGED.  THE FOLLOWING IS A NEW AND COMPLETE
 RA0937'DESCRIPTION FOR THE STATION MARK.
 RA0937'
 RA0937'THE STATION IS 12.8 MILES SOUTH OF WHITE BIRD ON THE RIGHT-OF-WAY
 RA0937'BETWEEN THE HIGHWAY AND THE RIVER.
 RA0937'
 RA0937'TO REACH THE STATION FROM THE POST OFFICE IN WHITE BIRD GO SOUTH ON
 RA0937'U.S. HIGHWAY 95 FOR 12.0 MILES TO THE SLATE CREEK STORE AND SERVICE
 RA0937'STATION, CONTINUE SOUTH ON THE HIGHWAY FOR 0.8 MILE TO THE FOSSKETT
 RA0937'MONUMENT AND STATION ON THE RIGHT.
 RA0937'
 RA0937'THE STATION MARK, STAMPED FOSSKETT 1945, IS A STANDARD DISK SET IN A
 RA0937'SQUARE CONCRETE MONUMENT THAT IS 2 FEET BELOW THE SURFACE, 51.5 FEET
 RA0937'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14.5 FEET
 RA0937'NORTH-NORTHEAST OF THE CROSS AT THE TOP OF THE MONUMENT, 12.3 FEET
 RA0937'NORTHEAST OF THE NORTH CORNER OF THE BASE OF THE MONUMENT, 11.8
 RA0937'FEET NORTH OF THE NORTHEAST CORNER OF THE BASE OF THE MONUMENT,
 RA0937'6 FEET SOUTHEAST OF THE SHOULDER OF THE FILL OVERLOOKING THE SALMOM
 RA0937'RIVER AND DIRECTLY UNDER A 4 BY 4 INCH WOODEN WITNESS POST 2 FEET
 RA0937'LONG WITH A WITNESS SIGN NAILED ON IT AND PLACED VERTICALLY OVER
 RA0937'THE MARK.
 RA0937
 RA0937                          STATION RECOVERY (1969)
 RA0937
 RA0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 RA0937'THE STATION MARK, STAMPED FOSSKETT 1945, WAS FOUND UNDER 2 FEET OF
 RA0937'FILL.  REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT RECOVERED AND
 RA0937'IS BELIEVED TO BE UNDER THE FILL.  REFERENCE MARK NO. 2 HAS BEEN
 RA0937'DESTROYED.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 RA0937'THE STATION WAS RE-MONUMENTED AT THE SURFACE, REFERENCE MARK NO.
 RA0937'3 AND REFERENCE MARK NO. 4 WERE ESTABLISHED.  A NEW AND COMPLETE
 RA0937'DESCRIPTION FOLLOWS.
 RA0937'
 RA0937'THE STATION IS 9 MILES SOUTH OF WHITE BIRD AND 3/4 MILE SOUTH OF THE
 RA0937'VILLAGE OF SLATE CREEK ON THE ON THE WEST RIGHT-OF-WAY OF U.S.
 RA0937'HIGHWAY 95.
 RA0937'
 RA0937'TO REACH THE STATION FROM THE WHITE BIRD POST OFFICE GO SOUTH ON
 RA0937'U.S. HIGHWAY 95 FOR 11.6 MILES TO THE BRIDGE OVER SLATE CREEK, AT
 RA0937'THE VILLAGE OF SLATE CREEK, CONTINUE SOUTH ON U.S. HIGHWAY 95 FOR
 RA0937'0.85 FOR MILE TO THE FOSSKETT MONUMENT AND THE STATION ON THE
 RA0937'RIGHT.
 RA0937'
 RA0937'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U.S. HIGHWAY
 RA0937'95 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RA0937'
 RA0937'THE STATION MARK, STAMPED FOSSKETT 1945 1969 BM RESET, IS A STANDARD
 RA0937'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH,
 RA0937'52 FEET WEST-NORTHWEST OF THE CENTER OF U.S. HIGHWAY 95, 15 FEET
 RA0937'NORTH-NORTHEAST OF THE CONCRETE MONUMENT AND 6 FEET EAST OF THE
 RA0937'EDGE OF THE BANK OF SALMON RIVER.
 RA0937'
 RA0937'REFERENCE MARK NO. 3, STAMPED FOSSKETT 1945 NO 3 1969 BM RESET, IS A
 RA0937'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 RA0937'1 INCH, 74 FEET SOUTHWEST OF THE SOUTH END OF THE GUARD RAIL, 58
 RA0937'FEET NORTHEAST OF THE CONCRETE MONUMENT AND 39 FEET WEST-NORTHWEST
 RA0937'OF THE CENTER OF THE HIGHWAY.
 RA0937'
 RA0937'REFERENCE MARK NO. 4, STAMPED FOSSKETT 1945 NO 4 1969 BM RESET, IS A
 RA0937'STANDARD DISK CEMENTED IN A DRILL HOLE AT THE SOUTH CORNER OF THE
 RA0937'CONCRETE MONUMENT, 49 FEET WEST-NORTHWEST OF THE CENTER OF THE
 RA0937'HIGHWAY AND 10 FEET EAST OF THE EDGE OF THE RIVER BANK.
 RA0937'
 RA0937'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 59.43 FEET.
 RA0937'
 RA0937'THE CONCRETE MONUMENT HAS A BRONZE PLAQUE ON ITS SOUTHEAST SIDE,
 RA0937'IT HAS A SQUARE BASE, THE MONUMENT PROJECTS 3 FEET AND HAS A CROSS
 RA0937'AT THE TOP.
 RA0937'
 RA0937'THE AZIMUTH MARK, STAMPED FOSSKETT 1945, IS A STANDARD DISK CEMENTED
 RA0937'IN A DRILL HOLE IN OUTCROPPING BEDROCK, 81 FEET SOUTHEAST OF THE
 RA0937'SOUTHWEST END OF A CULVERT, 77 FEET SOUTHEAST OF THE CENTER OF THE
 RA0937'HIGHWAY AND 7 FEET HIGHER THAN THE HIGHWAY.  THE LETTERS B M WERE
 RA0937'PAINTED ON THE LOWER PORTION OF THE BEDROCK.
 RA0937'
 RA0937'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTH OF
 RA0937'WHITE BIRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0047 ***********************************************************************
 RA0047  DESIGNATION -  FOSSKETT RM 1
 RA0047  PID         -  RA0047
 RA0047  STATE/COUNTY-  ID/IDAHO
 RA0047  USGS QUAD   -  SLATE CREEK (1995)
 RA0047
 RA0047                         *CURRENT SURVEY CONTROL
 RA0047  ___________________________________________________________________
 RA0047* NAD 83(1986)-  45 37 48.     (N)    116 17 13.     (W)     SCALED    
 RA0047* NAVD 88     -       478.973  (meters)    1571.43   (feet)  ADJUSTED  
 RA0047  ___________________________________________________________________
 RA0047  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RA0047  DYNAMIC HT  -         478.896 (meters)    1571.18  (feet)  COMP
 RA0047  MODELED GRAV-     980,442.3   (mgal)                       NAVD 88
 RA0047
 RA0047  VERT ORDER  -  SECOND    CLASS 0
 RA0047
 RA0047.The horizontal coordinates were scaled from a topographic map and have
 RA0047.an estimated accuracy of +/- 6 seconds.
 RA0047
 RA0047.The orthometric height was determined by differential leveling
 RA0047.and adjusted by the National Geodetic Survey in June 1991..
 RA0047
 RA0047.The geoid height was determined by GEOID03.
 RA0047
 RA0047.The dynamic height is computed by dividing the NAVD 88
 RA0047.geopotential number by the normal gravity value computed on the
 RA0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0047.degrees latitude (g = 980.6199 gals.).
 RA0047
 RA0047.The modeled gravity was interpolated from observed gravity values.
 RA0047
 RA0047;                    North         East    Units  Estimated Accuracy
 RA0047;SPC ID W     -   440,460.      758,130.      MT  (+/- 180 meters Scaled)
 RA0047
 RA0047                          SUPERSEDED SURVEY CONTROL
 RA0047
 RA0047  NGVD 29 (??/??/92)  477.914  (m)         1567.96   (f) ADJ UNCH    2 0
 RA0047
 RA0047.Superseded values are not recommended for survey control.
 RA0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0047.See file dsdata.txt to determine how the superseded data were derived.
 RA0047
 RA0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL555531(NAD 83)
 RA0047_MARKER: DR = REFERENCE MARK DISK
 RA0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0047_STAMPING: FOSSKETT NO 1 1945
 RA0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0047
 RA0047  HISTORY     - Date     Condition        Report By
 RA0047  HISTORY     - 1945     MONUMENTED       CGS
 RA0047  HISTORY     - 1967     GOOD             NGS
 RA0047  HISTORY     - 1969     MARK NOT FOUND   NGS
 RA0047
 RA0047                          STATION DESCRIPTION
 RA0047
 RA0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0047'12.8 MI S FROM WHITE BIRD.
 RA0047'52 FEET NORTH OF TRIANGULATION STATION FOSSKETT, DESCRIBED ABOVE, 62.4
 RA0047'FEET NORTH OF THE NORTHEAST CORNER OF THE MONUMENT, 34 FEET WEST OF
 RA0047'THE CENTER LINE OF THE HIGHWAY, 6 FEET EAST OF THE SHOULDER OF THE
 RA0047'PARKING AREA, AND IN THE TOP OF A SMALL BOULDER ABOUT FLUSH WITH THE
 RA0047'GROUND.  A STANDARD REFERENCE MARK DISK, STAMPED FOSSKETT NO 1 1945.
 RA0047
 RA0047                          STATION RECOVERY (1969)
 RA0047
 RA0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RA0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0935 ***********************************************************************
 RA0935  DESIGNATION -  FOSSKETT RM 3
 RA0935  PID         -  RA0935
 RA0935  STATE/COUNTY-  ID/IDAHO
 RA0935  USGS QUAD   -  SLATE CREEK (1995)
 RA0935
 RA0935                         *CURRENT SURVEY CONTROL
 RA0935  ___________________________________________________________________
 RA0935* NAD 83(1986)-  45 37 47.     (N)    116 17 14.     (W)     SCALED    
 RA0935* NAVD 88     -       479.68   (meters)    1573.8    (feet)  RESET     
 RA0935  ___________________________________________________________________
 RA0935  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 RA0935
 RA0935  VERT ORDER  -  THIRD
 RA0935
 RA0935.The horizontal coordinates were scaled from a topographic map and have
 RA0935.an estimated accuracy of +/- 6 seconds.
 RA0935
 RA0935.The orthometric height was computed from unverified reset data.
 RA0935.No vertical observational check was made to the station.
 RA0935
 RA0935.The geoid height was determined by GEOID03.
 RA0935
 RA0935;                    North         East    Units  Estimated Accuracy
 RA0935;SPC ID W     -   440,430.      758,110.      MT  (+/- 180 meters Scaled)
 RA0935
 RA0935                          SUPERSEDED SURVEY CONTROL
 RA0935
 RA0935  NGVD 29 (03/27/06)  478.62   (m)         1570.3    (f) RESET       3  
 RA0935
 RA0935.Superseded values are not recommended for survey control.
 RA0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0935.See file dsdata.txt to determine how the superseded data were derived.
 RA0935
 RA0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL555531(NAD 83)
 RA0935_MARKER: DR = REFERENCE MARK DISK
 RA0935_SETTING: 80 = SET IN A BOULDER
 RA0935_SP_SET: BOULDER
 RA0935_STAMPING: FOSSKETT 1945 NO 3 1969 BM RESET
 RA0935_MARK LOGO: CGS   
 RA0935_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0935+STABILITY: SURFACE MOTION
 RA0935
 RA0935  HISTORY     - Date     Condition        Report By
 RA0935  HISTORY     - 1969     MONUMENTED       CGS
 RA0935  HISTORY     - 19700511 GOOD             NGS
 RA0935
 RA0935                          STATION DESCRIPTION
 RA0935
 RA0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RA0935'FROM THE WHITE BIRD POST OFFICE, GO SOUTH ON US HIGHWAY 95 FOR 11.6
 RA0935'MILES (18.7 KM) TO THE BRIDGE OVER SLATE CREEK, CONTINUE SOUTH ON US
 RA0935'HIGHWAY 95 FOR 0.85 MILES (1.37 KM) TO THE FOSSKETT MONUMENT, AND THE
 RA0935'BENCH MARK ON THE RIGHT, 74 FEET (22.6 M) SOUTHWEST OF THE SOUTH END
 RA0935'OF GUARD RAIL, 58 FEET (17.7 M) NORTHEAST OF THE FOSSKETT MONUMENT,
 RA0935'44 FEET (13.4 M) NORTHEAST OF TRIANGULATION STATION FOSSKETT 1945
 RA0935'1969 AND 39 FEET (11.9 M) WEST-NORTHWEST OF THE CENTER OF THE
 RA0935'HIGHWAY, MARK PROJECTS 1 INCH.  THE ELEVATION OF THIS MONUMENT WAS
 RA0935'DETERMINED SOLELY FROM THE MONUMENT STAMPED FOSSKETT AND ITS
 RA0935'ELEVATION SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0936 ***********************************************************************
 RA0936  DESIGNATION -  FOSSKETT RM 4
 RA0936  PID         -  RA0936
 RA0936  STATE/COUNTY-  ID/IDAHO
 RA0936  USGS QUAD   -  SLATE CREEK (1995)
 RA0936
 RA0936                         *CURRENT SURVEY CONTROL
 RA0936  ___________________________________________________________________
 RA0936* NAD 83(1986)-  45 37 47.     (N)    116 17 14.     (W)     SCALED    
 RA0936* NAVD 88     -       478.072  (meters)    1568.47   (feet)  ADJUSTED  
 RA0936  ___________________________________________________________________
 RA0936  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 RA0936  DYNAMIC HT  -         477.996 (meters)    1568.23  (feet)  COMP
 RA0936  MODELED GRAV-     980,442.1   (mgal)                       NAVD 88
 RA0936
 RA0936  VERT ORDER  -  FIRST     CLASS II
 RA0936
 RA0936.The horizontal coordinates were scaled from a topographic map and have
 RA0936.an estimated accuracy of +/- 6 seconds.
 RA0936
 RA0936.The orthometric height was determined by differential leveling
 RA0936.and adjusted by the National Geodetic Survey in June 1991..
 RA0936
 RA0936.The geoid height was determined by GEOID03.
 RA0936
 RA0936.The dynamic height is computed by dividing the NAVD 88
 RA0936.geopotential number by the normal gravity value computed on the
 RA0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0936.degrees latitude (g = 980.6199 gals.).
 RA0936
 RA0936.The modeled gravity was interpolated from observed gravity values.
 RA0936
 RA0936;                    North         East    Units  Estimated Accuracy
 RA0936;SPC ID W     -   440,430.      758,110.      MT  (+/- 180 meters Scaled)
 RA0936
 RA0936                          SUPERSEDED SURVEY CONTROL
 RA0936
 RA0936  NGVD 29 (03/27/06)  478.86   (m)         1571.1    (f) RESET       3  
 RA0936
 RA0936.Superseded values are not recommended for survey control.
 RA0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0936.See file dsdata.txt to determine how the superseded data were derived.
 RA0936
 RA0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL555531(NAD 83)
 RA0936_MARKER: DR = REFERENCE MARK DISK
 RA0936_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RA0936+WITH SETTING: PAVEMENT
 RA0936_SP_SET: FOUNDATION
 RA0936_STAMPING: FOSSKETT NO 4 1945 1969 RESET BM
 RA0936_MARK LOGO: CGS   
 RA0936
 RA0936  HISTORY     - Date     Condition        Report By
 RA0936  HISTORY     - 1969     MONUMENTED       CGS
 RA0936  HISTORY     - 1982     GOOD             NGS
 RA0936
 RA0936                          STATION DESCRIPTION
 RA0936
 RA0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA0936'1.5 KM (0.9 MI) SOUTH FROM SLATE CREEK.
 RA0936'1.55 KM (0.95 MI) SOUTH ALONG US HIGHWAY 95 FROM THE US FOREST SERVICE
 RA0936'RANGER STATION IN SLATE CREEK, IN TOP OF THE SOUTH CORNER OF THE
 RA0936'CONCRETE FOUNDATION PAD FOR THE FOSSKETT MONUMENT AT THE SOUTHWEST END
 RA0936'OF A PAVED PULLOUT, 0.75 KM (0.4 MI) SOUTHWEST OF MILEPOST 214, 18.9
 RA0936'METERS (62 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 4.2 METERS (14 FT)
 RA0936'SOUTHEAST OF THE TOP EDGE OF THE NORTHEAST BANK OF THE SALMON RIVER,
 RA0936'0.15 METER (0.5 FT) ABOVE THE GROUND.
 RA0936'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1129 ***********************************************************************
 NV1129  DESIGNATION -  FOUNDATION
 NV1129  PID         -  NV1129
 NV1129  STATE/COUNTY-  ID/ELMORE
 NV1129  USGS QUAD   -  PASADENA VALLEY (1992)
 NV1129
 NV1129                         *CURRENT SURVEY CONTROL
 NV1129  ___________________________________________________________________
 NV1129* NAD 83(1992)-  42 53 37.64680(N)    115 09 01.03813(W)     ADJUSTED  
 NV1129* NAVD 88     -       914.7    (meters)    3001.     (feet)  VERTCON   
 NV1129  ___________________________________________________________________
 NV1129  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 NV1129  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 NV1129
 NV1129  HORZ ORDER  -  THIRD
 NV1129
 NV1129.The horizontal coordinates were established by classical geodetic methods
 NV1129.and adjusted by the National Geodetic Survey in July 1992..
 NV1129
 NV1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1129
 NV1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1129
 NV1129.The geoid height was determined by GEOID03.
 NV1129
 NV1129;                    North         East     Units Scale Factor Converg.
 NV1129;SPC ID W     -   136,472.787   848,982.011   MT  0.99996284   +0 24 29.5
 NV1129;SPC ID C     -   136,942.182   406,047.452   MT  1.00005592   -0 46 58.8
 NV1129;UTM  11      - 4,750,680.166   651,028.339   MT  0.99988062   +1 15 33.2
 NV1129
 NV1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1129!SPC ID W     -   0.99985904  x   0.99996284  =   0.99982189
 NV1129!SPC ID C     -   0.99985904  x   1.00005592  =   0.99991495
 NV1129!UTM  11      -   0.99985904  x   0.99988062  =   0.99973968
 NV1129
 NV1129|---------------------------------------------------------------------|
 NV1129| PID    Reference Object                     Distance      Geod. Az  |
 NV1129|                                                           dddmmss.s |
 NV1129| CD5098 FOUNDATION RM 1                      20.409 METERS 04312     |
 NV1129| CD5099 FOUNDATION RM 2                      10.795 METERS 13129     |
 NV1129| CD5097 FOUNDATION AZ MK                                   2723633.4 |
 NV1129|---------------------------------------------------------------------|
 NV1129
 NV1129                          SUPERSEDED SURVEY CONTROL
 NV1129
 NV1129  NAD 83(1986)-  42 53 37.64573(N)    115 09 01.03682(W) AD(       ) 3
 NV1129  NAD 27      -  42 53 38.00600(N)    115 08 57.79400(W) AD(       ) 3
 NV1129  NGVD 29 (07/19/86)  913.9    (m)         2998.     (f) VERT ANG       
 NV1129
 NV1129.Superseded values are not recommended for survey control.
 NV1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1129.See file dsdata.txt to determine how the superseded data were derived.
 NV1129
 NV1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH5102850680(NAD 83)
 NV1129_MARKER: DS = TRIANGULATION STATION DISK
 NV1129_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 NV1129_STAMPING: FOUNDATION 1945
 NV1129_MARK LOGO: CGS   
 NV1129_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1129+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 NV1129
 NV1129  HISTORY     - Date     Condition        Report By
 NV1129  HISTORY     - 1945     MONUMENTED       CGS
 NV1129  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NV1129  HISTORY     - 19920817 GOOD             LOCSUR
 NV1129  HISTORY     - 20050322 GOOD             JUBENG
 NV1129
 NV1129                          STATION DESCRIPTION
 NV1129
 NV1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1129'STATION IS LOCATED ABOUT 8 MILES SSE OF KING HILL, ABOUT
 NV1129'0.5 MILE W OF THE SNAKE RIVER, 180 FEET NW OF A ROAD INTERSECTION,
 NV1129'AND 41 FEET W OF THE CENTER LINE OF A GRADED ROAD WHICH
 NV1129'PARALLELS THE IRRIGATION CANAL.  IT IS ON THE POINT OF BLUFF
 NV1129'WHICH DIRECTLY OVERLOOKS A LARGE BEND IN THE SNAKE RIVER.
 NV1129'
 NV1129'STATION MARK IS A BRONZE STATION DISK BRAZED TO THE TOP OF A
 NV1129'3-INCH CAST-IRON SOIL PIPE WHICH PROJECTS 7 INCHES ABOVE GROUND.
 NV1129'IT IS STAMPED FOUNDATION 1945.
 NV1129'
 NV1129'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 NV1129'HOLE IN A CONCRETE FOUNDATION WHICH IS ABOUT 6 FEET LONG,
 NV1129'2 FEET HIGH, AND 4 FEET WIDE.  IT IS ABOUT 12 FEET LOWER IN
 NV1129'ELEVATION THAN STATION MARK AND IS STAMPED FOUNDATION NO 1
 NV1129'1945.  IT IS 25 FEET NE OF THE CENTER LINE OF THE GRADED
 NV1129'ROAD WHICH PARALLELS THE IRRIGATION CANAL.
 NV1129'
 NV1129'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK BRAZED TO THE
 NV1129'TOP OF A 3-INCH CAST-IRON SOIL PIPE WHICH PROJECTS 8 INCHES
 NV1129'ABOVE THE GROUND AND IS STAMPED FOUNDATION NO 2 1945.  IT IS
 NV1129'AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NV1129'
 NV1129'AZIMUTH MARK IS ABOUT 1.0 MILE (AIR LINE) W OF THE STATION
 NV1129'AND 30 FEET N OF THE CENTER LINE OF GRADED ROAD.  IT IS NOT
 NV1129'ON HIGH GROUND, BEING ABOUT 1/3 OF THE WAY UP A STEEP GRADE
 NV1129'IN A SMALL DRAW.  IT IS A BRONZE AZIMUTH DISK BRAZED TO THE
 NV1129'TOP OF A 3-INCH CAST-IRON SOIL PIPE WHICH PROJECTS 8 INCHES
 NV1129'AND IS STAMPED FOUNDATION 1945.
 NV1129'
 NV1129'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 NV1129'STATE HIGHWAY 24 AT BLISS, GO S, DOWNGRADE, ON U.S. HIGHWAY
 NV1129'30 FOR 1.2 MILES TO THE BOTTOM OF THE HILL, TURN SHARP RIGHT,
 NV1129'DOWN THE RIVER, AND GO 1.2 MILES TO A BRIDGE CROSSING THE
 NV1129'SNAKE RIVER.  CROSS THE BRIDGE AND CONTINUE W AND N ON THE
 NV1129'GRADED ROAD FOR 0.5 MILE.  CROSS BRIDGE OVER THE IRRIGATION
 NV1129'CANAL AND CONTINUE W AND N ON THE MAIN-TRAVELED ROAD FOR
 NV1129'10.45 MILES TO A CONCRETE FOUNDATION TO THE RIGHT OF THE ROAD
 NV1129'AND STATION ON THE TOP OF A DEEP CUT TO THE LEFT.
 NV1129
 NV1129                          STATION RECOVERY (1973)
 NV1129
 NV1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NV1129'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 NV1129'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A METAL WITNESS
 NV1129'POST WAS PLACED 2 FEET WEST OF THE STATION MARK.  A METAL
 NV1129'WITNESS POST WAS PLACED 2 FEET NORTH OF THE AZIMUTH MARK.
 NV1129'THE FOLLOWING IS AN ALTERNATE TO REACH.
 NV1129'
 NV1129'TO REACH THE STATION FROM THE KING HILL POST OFFICE GO WEST
 NV1129'ON THE FRONTAGE ROAD FOR 0.15 MILE TO A CROSS STREET, TURN
 NV1129'LEFT, CROSS THE HIGHWAY, AND GO SOUTHWEST FOR 0.2 MILE TO
 NV1129'THE BRIDGE OVER THE SNAKE RIVER, CROSS BRIDGE, AND GO SOUTHEAST,
 NV1129'AND SOUTH ON THE MACADAM ROAD FOR 5.1 MILES TO WHERE THE MACADAM
 NV1129'ROAD TURNS WEST, CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 NV1129'ROAD IN A SOUTH, AND EAST DIRECTION, PARALLELING THE POWER
 NV1129'LINE, AND THE IRRIGATION CANAL FOR 4.3 MILES TO THE AZIMUTH
 NV1129'MARK ON THE LEFT.  CONTINUE SOUTHEAST ON THE GRAVELED ROAD
 NV1129'FOR 0.4 MILE TO WHERE THE ROAD PASSES THRU DEER GULCH,
 NV1129'CONTINUE EAST ON THE ROAD FOR 0.7 MILE TO THE STATION ON THE
 NV1129'RIGHT, WHERE THE ROAD PASSES OVER A SUMMIT, AND STARTS TO
 NV1129'DESCEND RAPIDLY.
 NV1129'
 NV1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 NV1129'SOUTH-SOUTHEAST OF KING HILL
 NV1129
 NV1129                          STATION RECOVERY (1992)
 NV1129
 NV1129'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992 (GEL)
 NV1129'RECOVERED AS DESCRIBED.
 NV1129
 NV1129                          STATION RECOVERY (2005)
 NV1129
 NV1129'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2005 (TRR)
 NV1129'MARKER AND RM NO1 RECOVERED IN GOOD CONDITION.  DID NOT SEARCH FOR RM
 NV1129'NO2 OR AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0925 ***********************************************************************
 OZ0925  DESIGNATION -  FOX
 OZ0925  PID         -  OZ0925
 OZ0925  STATE/COUNTY-  ID/BLAINE
 OZ0925  USGS QUAD   -  AMBER LAKES (1967)
 OZ0925
 OZ0925                         *CURRENT SURVEY CONTROL
 OZ0925  ___________________________________________________________________
 OZ0925* NAD 83(1992)-  43 46 02.85103(N)    114 24 13.41223(W)     ADJUSTED  
 OZ0925* NAVD 88     -      1879.5    (meters)    6166.     (feet)  VERTCON   
 OZ0925  ___________________________________________________________________
 OZ0925  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 OZ0925  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 OZ0925
 OZ0925  HORZ ORDER  -  SECOND
 OZ0925
 OZ0925.The horizontal coordinates were established by classical geodetic methods
 OZ0925.and adjusted by the National Geodetic Survey in July 1992..
 OZ0925
 OZ0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0925
 OZ0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0925
 OZ0925.The geoid height was determined by GEOID03.
 OZ0925
 OZ0925;                    North         East     Units Scale Factor Converg.
 OZ0925;SPC ID C     -   233,438.111   467,494.200   MT  0.99996036   -0 16 45.4
 OZ0925;UTM  11      - 4,849,321.707   708,968.442   MT  1.00013714   +1 47 47.7
 OZ0925
 OZ0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0925!SPC ID C     -   0.99970727  x   0.99996036  =   0.99966764
 OZ0925!UTM  11      -   0.99970727  x   1.00013714  =   0.99984437
 OZ0925
 OZ0925|---------------------------------------------------------------------|
 OZ0925| PID    Reference Object                     Distance      Geod. Az  |
 OZ0925|                                                           dddmmss.s |
 OZ0925| CD5103 FOX RM 1                              8.232 METERS 25708     |
 OZ0925| CD4418 CENTERLINE OF CROSS ON HILL                        3383746.0 |
 OZ0925| CD5104 FOX RM 2                              7.000 METERS 34209     |
 OZ0925|---------------------------------------------------------------------|
 OZ0925
 OZ0925                          SUPERSEDED SURVEY CONTROL
 OZ0925
 OZ0925  NAD 83(1986)-  43 46 02.84873(N)    114 24 13.40555(W) AD(       ) 2
 OZ0925  NAD 27      -  43 46 03.18731(N)    114 24 10.21714(W) AD(       ) 2
 OZ0925  NGVD 29 (07/19/86) 1878.2    (m)         6162.     (f) VERT ANG       
 OZ0925
 OZ0925.Superseded values are not recommended for survey control.
 OZ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0925.See file dsdata.txt to determine how the superseded data were derived.
 OZ0925
 OZ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ0896849322(NAD 83)
 OZ0925_MARKER: DD = SURVEY DISK
 OZ0925_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0925+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 OZ0925
 OZ0925  HISTORY     - Date     Condition        Report By
 OZ0925  HISTORY     - 1967     MONUMENTED       USGS
 OZ0925  HISTORY     - 20060913 GOOD             USGS
 OZ0925
 OZ0925                          STATION DESCRIPTION
 OZ0925
 OZ0925'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OZ0925'RM 1 TO RM 2 NOT MEASURED.
 OZ0925'
 OZ0925'LOCATED ABOUT 6 MI NW. OF KETCHUM.  0.2 MI NW. OF EAGLE CREEK.  120
 OZ0925'FT E. OF THE CENTERLINE OF U.S. HIGHWAY 93.  ON A SMALL ROCKY POINT,
 OZ0925'34 FT S. OF A SMALL DRAIN AND 53 FT E. OF A DITCH.
 OZ0925'
 OZ0925'TO REACH FROM THE POST OFFICE IN KETCHUM, DRIVE N. ON
 OZ0925'U.S. HIGHWAY 93 FOR 6 MI TO THE STATION ON A SMALL POINT 120
 OZ0925'FT E. OF THE HWY.
 OZ0925'
 OZ0925'STATION MARK--STANDARD USGS TABLET STAMPED FOX 1967 CEMENTED
 OZ0925'IN ROCK OUTCROP.
 OZ0925'
 OZ0925'REFERENCE MARK NO.1--A STANDARD USGS REFERENCE MARK TABLET
 OZ0925'STAMPED RM NO 1 1967 CEMENTED INTO A DRILL IN A ROCK OUTCROP
 OZ0925'ABOUT 6 FT LOWER THAN STATION MARK.
 OZ0925'
 OZ0925'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 OZ0925'STAMPED RM NO 2 1967 CEMENTED INTO A DRILL HOLE IN A ROCK
 OZ0925'OUTCROP AND ABOUT 2 FT LOWER THAN THE STATION.
 OZ0925'
 OZ0925'AZIMUTH MARK IS CENTER OF WHITE CROSS MADE BY ROCKS ON
 OZ0925'HILLSIDE ABOUT 3 MI AWAY.
 OZ0925
 OZ0925                          STATION RECOVERY (2006)
 OZ0925
 OZ0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0567 ***********************************************************************
 NT0567  DESIGNATION -  FRANKLIN
 NT0567  PID         -  NT0567
 NT0567  STATE/COUNTY-  ID/FRANKLIN
 NT0567  USGS QUAD   -  FRANKLIN (1969)
 NT0567
 NT0567                         *CURRENT SURVEY CONTROL
 NT0567  ___________________________________________________________________
 NT0567* NAD 83(1994)-  42 01 37.88233(N)    111 49 32.63391(W)     ADJUSTED  
 NT0567* NAVD 88     -      1594.0    (meters)    5230.     (feet)  VERTCON   
 NT0567  ___________________________________________________________________
 NT0567  LAPLACE CORR-           7.35  (seconds)                    DEFLEC99
 NT0567  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 NT0567
 NT0567  HORZ ORDER  -  FIRST
 NT0567
 NT0567.The horizontal coordinates were established by classical geodetic methods
 NT0567.and adjusted by the National Geodetic Survey in November 1997..
 NT0567
 NT0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0567
 NT0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0567
 NT0567.The geoid height was determined by GEOID03.
 NT0567
 NT0567;                    North         East     Units Scale Factor Converg.
 NT0567;SPC ID E     -    40,097.517   228,233.230   MT  0.99995717   +0 13 41.7
 NT0567;SPC UT N     - 1,188,164.676   473,023.127   MT  1.00004869   -0 12 53.2
 NT0567;UTM  12      - 4,653,124.832   431,643.739   MT  0.99965749   -0 33 10.2
 NT0567
 NT0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0567!SPC ID E     -   0.99975235  x   0.99995717  =   0.99970953
 NT0567!SPC UT N     -   0.99975235  x   1.00004869  =   0.99980103
 NT0567!UTM  12      -   0.99975235  x   0.99965749  =   0.99940992
 NT0567
 NT0567:                Primary Azimuth Mark                     Grid Az
 NT0567:SPC ID E     -  FRANKLIN AZ MK                           160 40 19.7
 NT0567:SPC UT N     -  FRANKLIN AZ MK                           161 06 54.6
 NT0567:UTM  12      -  FRANKLIN AZ MK                           161 27 11.6
 NT0567
 NT0567|---------------------------------------------------------------------|
 NT0567| PID    Reference Object                     Distance      Geod. Az  |
 NT0567|                                                           dddmmss.s |
 NT0567| CM5601 FRANKLIN AZ MK                                     1605401.4 |
 NT0567| CM5602 FRANKLIN RM 1                         7.864 METERS 16954     |
 NT0567| NT0568 SMART MOUNTAIN FLAGPOLE               4.350 METERS 20859     |
 NT0567| CM5603 FRANKLIN RM 2                        12.494 METERS 24946     |
 NT0567| NT0569 PRESTON PET MILK CO STACK           APPROX. 8.6 KM 3294144.7 |
 NT0567|---------------------------------------------------------------------|
 NT0567
 NT0567                          SUPERSEDED SURVEY CONTROL
 NT0567
 NT0567  NAD 83(1992)-  42 01 37.87951(N)    111 49 32.62197(W) AD(       ) 1
 NT0567  NAD 83(1986)-  42 01 37.87525(N)    111 49 32.61901(W) AD(       ) 1
 NT0567  NAD 27      -  42 01 38.14420(N)    111 49 29.80300(W) AD(       ) 1
 NT0567  NGVD 29 (08/09/96) 1593.0    (m)         5226.     (f) VERT ANG       
 NT0567
 NT0567.Superseded values are not recommended for survey control.
 NT0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0567.See file dsdata.txt to determine how the superseded data were derived.
 NT0567
 NT0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM3164453125(NAD 83)
 NT0567_MARKER: DS = TRIANGULATION STATION DISK
 NT0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0567_STAMPING: FRANKLIN 1963
 NT0567_MARK LOGO: CGS   
 NT0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0567+STABILITY: SURFACE MOTION
 NT0567
 NT0567  HISTORY     - Date     Condition        Report By
 NT0567  HISTORY     - 1963     MONUMENTED       CGS
 NT0567  HISTORY     - 1969     GOOD             USGS
 NT0567  HISTORY     - 19840510 GOOD             NGS
 NT0567
 NT0567                          STATION DESCRIPTION
 NT0567
 NT0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0567'THE STATION IS ABOUT 5 MILES SOUTHEAST OF PRESTON, 1-1/2 MILES
 NT0567'NORTHWEST OF FRANKLIN, ON THE HIGHEST POINT OF A SMALL ISOLATED
 NT0567'MOUNTAIN LOCALLY KNOWN AS SMART MOUNTAIN.
 NT0567'
 NT0567'TO REACH THE STATION FROM THE MAIN INTERSECTION IN FRANKLIN, GO
 NT0567'SOUTH ON U.S. HIGHWAY 91 FOR 0.15 MILE TO THE CALIFORNIA PACKING
 NT0567'CORPORATION BUILDING ON THE RIGHT.  TURN RIGHT ACROSS LOT PASSING
 NT0567'ALONG THE SOUTH SIDE OF THE BUILDING FOR 0.15 MILE, CROSS
 NT0567'RAILROAD AND FOLLOW GRAVELED ROAD WEST FOR 1.1 MILES TO A SIDE
 NT0567'ROAD RIGHT AND A FARM HOUSE ON THE LEFT.  TURN RIGHT, NORTH,
 NT0567'FOR 0.25 MILE TO A FORK, KEEP THE LEFT FORK PASSING THROUGH
 NT0567'A GATE FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.1
 NT0567'MILE TO ANOTHER FORK, KEEP THE LEFT FORK UP STEEP GRADE FOR
 NT0567'0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE UP STEEP
 NT0567'GRADE NORTH AND WEST FOR 0.5 MILE TO THE TOP OF THE HILL
 NT0567'AND THE STATION.
 NT0567'
 NT0567'THE STATION MARK IS A STANDARD DISK, STAMPED FRANKLIN 1963,
 NT0567'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 NT0567'2 INCHES.  IT IS 4.8 FEET SOUTHWEST OF A METAL WITNESS POST.
 NT0567'
 NT0567'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FRANKLIN NO 1
 NT0567'1963, CEMENTED IN A DRILL HOLE IN A 2-1/2 BY 3 FOOT ROCK OUTCROP
 NT0567'PROJECTING 3 FEET ON THE EAST SIDE AND 1 FOOT ON THE WEST SIDE.
 NT0567'IT IS 18 FEET EAST-SOUTHEAST OF A FLAGPOLE AND ABOUT 3 FEET
 NT0567'LOWER THAN THE STATION.
 NT0567'
 NT0567'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FRANKLIN NO 2 1963,
 NT0567'CEMENTED IN A DRILL HOLE IN A 2-1/2 BY 3 FOOT ROCK OUTCROP
 NT0567'PROJECTING 2 FEET.  IT IS 31 FEET WEST OF THE FLAGPOLE AND ABOUT
 NT0567'2 FEET LOWER THAN THE STATION.
 NT0567'
 NT0567'AZIMUTH MARK IS A STANDARD DISK, STAMPED FRANKLIN 1963, CEMENTED
 NT0567'IN A DRILL HOLE IN A 3 BY 10 FOOT LARGE MASS OF ROCK OUTCROP
 NT0567'FLUSH WITH THE SURROUNDING SURFACE.  IT IS 200 FEET EAST OF THE
 NT0567'CENTERLINE OF A TRACK ROAD AND 6 FEET EAST OF A CAIRN.
 NT0567
 NT0567                          STATION RECOVERY (1969)
 NT0567
 NT0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0567'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT
 NT0567'FOUND.  AN INDENTATION WAS FOUND WHERE IT WAS SUPPOSED TO BE.
 NT0567'
 NT0567'STATION MARK--A STANDARD DISK STAMPED---FRANKLIN 1963---,
 NT0567'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 NT0567'2 INCHES.
 NT0567
 NT0567                          STATION RECOVERY (1984)
 NT0567
 NT0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NT0567'THE STATION, RM 2 AND THE AZ MK WERE RECOVERED.  RM 1 WAS SEARCHED FOR
 NT0567'BUT NOT FOUND.  RM 3 WAS ESTABLISHED AT THIS TIME.  THE STATION IS
 NT0567'LOCATED ABOUT 5 MILES (8.0 KM) SE OF PRESTON, 1.5 MILES (2.4 KM) NW OF
 NT0567'FRANKLIN ON THE HIGHEST POINT OF SMART MOUNTAIN.  PROPERTY IS OWNED BY
 NT0567'LARRY HOBBS.  TO REACH THE STATION FROM THE INTERSECTION OF PARKINS
 NT0567'ROAD AND HWY 94 IN FRANKLIN, GO W ON PARKINS ROAD 0.6 MILE (1.0 KM)
 NT0567'(CONTINUE STRAIGHT AHEAD FOR 1.0 MILE (1.6 KM) TO LARRY HOBBS
 NT0567'RESIDENCE ON LEFT FOR KEY) TURN LEFT AND GO 1 MILE (1.6 KM) TO A
 NT0567'LOCKED GATE ON THE RIGHT, PASS THROUGH GATE AND GO UPHILL, KEEPING TO
 NT0567'THE LEFT OF THE BORROW PK, 0.7 MILE (1.1 KM) TO THE AZ MK ON THE
 NT0567'RIGHT, CONTINUE UP HILL 0.35 MILE (0.56 KM) AT THIS POINT TURN SHARP
 NT0567'LEFT UP VERY STEEP HILL FOR 0.05 MILE (0.08 KM) TO TOP OF RIDGE, TURN
 NT0567'LEFT AND GO 0.1 MILE (0.2 KM) TO STATION.
 NT0567' 
 NT0567'THE STATION IS A STANDARD USCGS DISK STAMPED---FRANKLIN 1963---, SET
 NT0567'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER,
 NT0567'PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED 14.495 FT
 NT0567'(4.418 M) NE FROM A FLAGPOLE, 9.8 FT (3.0 M) E FROM THE CENTERLINE OF
 NT0567'A TRACE ROAD, 1.0 FT (0.3 M) W FROM A WITNESS POST.  RM NO 2 IS A
 NT0567'STANDARD USCGS DISK STAMPED---FRANKLIN NO 2 1963---, SET INTO ROCK
 NT0567'OUTCROP, 3 METERS (9.8 FT) LARGEST DIMENSION.  THE STATION IS LOCATED
 NT0567'31.627 FT (9.640 M) W FROM A FLAGPOLE, AND 3.3 FT (1.0 M) LOWER THAN
 NT0567'THE STATION.  RM NO 3 IS A STANDARD NGS DISK STAMPED---FRANKLIN 1963
 NT0567'NO 3 1984---, LOCATED 5.550 FEET EAST OF A FLAGPOLE.  AZ MK NO 1 IS A
 NT0567'STANDARD USCGS DISK STAMPED---FRANKLIN 1963---, SET INTO ROCK OUTCROP,
 NT0567'3 METERS (9.8 FT) LARGEST DIMENION. THE STATION IS LOCATED 131.2 FT
 NT0567'(40.0 M) E FROM THE CENTERLINE OF A TRACK ROAD, 5.2 FT (1.6 M) NE FROM
 NT0567'A WITNESS POST.  TO REACH THE AZ MK FROM THE STATION GO N DOWN RIDGE,
 NT0567'TURN RIGHT DOWN STEEP BANK 0.05 MILE (0.08 KM) TURN RIGHT AND GO S,
 NT0567'0.35 MILE (0.56 KM) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0992 ***********************************************************************
 OY0992  DESIGNATION -  FREEDOM
 OY0992  PID         -  OY0992
 OY0992  STATE/COUNTY-  ID/BLAINE
 OY0992  USGS QUAD   -  TRAIL CREEK (1991)
 OY0992
 OY0992                         *CURRENT SURVEY CONTROL
 OY0992  ___________________________________________________________________
 OY0992* NAD 83(1992)-  43 30 18.80449(N)    113 51 19.90863(W)     ADJUSTED  
 OY0992* NAVD 88     -      2219.5    (meters)    7282.     (feet)  VERTCON   
 OY0992  ___________________________________________________________________
 OY0992  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 OY0992  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 OY0992
 OY0992  HORZ ORDER  -  THIRD
 OY0992
 OY0992.The horizontal coordinates were established by classical geodetic methods
 OY0992.and adjusted by the National Geodetic Survey in July 1992..
 OY0992
 OY0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0992
 OY0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0992
 OY0992.The geoid height was determined by GEOID03.
 OY0992
 OY0992;                    North         East     Units Scale Factor Converg.
 OY0992;SPC ID C     -   204,234.890   511,682.618   MT  0.99994905   +0 05 58.0
 OY0992;UTM  12      - 4,820,883.196   269,161.358   MT  1.00025550   -1 58 00.0
 OY0992
 OY0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0992!SPC ID C     -   0.99965403  x   0.99994905  =   0.99960310
 OY0992!UTM  12      -   0.99965403  x   1.00025550  =   0.99990945
 OY0992
 OY0992|---------------------------------------------------------------------|
 OY0992| PID    Reference Object                     Distance      Geod. Az  |
 OY0992|                                                           dddmmss.s |
 OY0992| CN3556 FREEDOM RM 1                          3.325 METERS 01514     |
 OY0992| CN3557 FREEDOM RM 2                          6.242 METERS 14631     |
 OY0992| OY0993 ELK MT                              APPROX.12.4 KM 2955348.2 |
 OY0992|---------------------------------------------------------------------|
 OY0992
 OY0992                          SUPERSEDED SURVEY CONTROL
 OY0992
 OY0992  NAD 83(1986)-  43 30 18.80113(N)    113 51 19.90190(W) AD(       ) 3
 OY0992  NAD 27      -  43 30 19.14569(N)    113 51 16.75537(W) AD(       ) 3
 OY0992  NGVD 29 (07/19/86) 2218.3    (m)         7278.     (f) VERT ANG       
 OY0992
 OY0992.Superseded values are not recommended for survey control.
 OY0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0992.See file dsdata.txt to determine how the superseded data were derived.
 OY0992
 OY0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP6916120883(NAD 83)
 OY0992_MARKER: X = CHISELED CROSS
 OY0992_SETTING: 66 = SET IN ROCK OUTCROP
 OY0992_SP_SET: PARTIALLY EXPOSED BEDROCK
 OY0992
 OY0992  HISTORY     - Date     Condition        Report By
 OY0992  HISTORY     - 1915     MONUMENTED       USGS
 OY0992  HISTORY     - 1959     GOOD             USGS
 OY0992  HISTORY     - 1972     GOOD             USGS
 OY0992
 OY0992                          STATION DESCRIPTION
 OY0992
 OY0992'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 OY0992'LOCATED 20 MI N. OF CAREY POST OFFICE, 5 MI NW. OF CROOKS POST
 OY0992'OFFICE AND A SCHOOLHOUSE ON FISH CREEK, 3 MI NW. OF WARDS RANCH
 OY0992'AND A SCHOOLHOUSE ON WEST FORK FISH CREEK, 0.25 MI N. OF POINT
 OY0992'WHERE MULDOON CREEK-FISH CREEK RD. CROSSES DIVIDE.  ON PROMINENT
 OY0992'ROUND, ROCKY, PARTLY-GRASSED HILL ON DIVIDE BETWEEN TRAIL CREEK
 OY0992'AND WEST FORK FISH CREEK.
 OY0992'
 OY0992'STATION MARK--SMALL CHISELED CROSS ON PERPENDICULAR ROCK
 OY0992'CENTERED UNDER LARGE MONUMENT.
 OY0992'
 OY0992'RM 1--STANDARD ALUMINUM BM TABLET, UNSTAMPED, IN SOLID FLAT ROCK
 OY0992'N.
 OY0992'
 OY0992'NOTE--NOT OBSERVED BY 3RD ORDER METHODS.
 OY0992
 OY0992                          STATION RECOVERY (1959)
 OY0992
 OY0992'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 OY0992'RECOVERED AS DESCRIBED.
 OY0992'
 OY0992'TO REACH FROM POST OFFICE IN CAREY GO 0.4 MI N. ON U.S. HWY. 20.
 OY0992'TURN LEFT AS PER SIGN WOOD RIVER DAM FOLLOWING MAIN-TRAVELED
 OY0992'RD. 4.0 MI TO Y-RD. FORK IN BEND OF MAIN-TRAVELED RD.  TAKE RIGHT
 OY0992'FORK FOLLOWING MAIN-TRAVELED RD. 4.5 MI TO Y-RD. FORK.  TAKE RIGHT
 OY0992'FORK 4.3 MI TO Y-RD. FORK.  TAKE RIGHT FORK 1.8 MI TO Y-RD. FORK.
 OY0992'TAKE RIGHT FORK FOLLOWING MAIN-TRAVELED RD. 4.0 MI TO Y-RD. FORK
 OY0992'AT CATTLEGUARD.  TAKE RIGHT FORK CROSSING CATTLEGUARD FOLLOWING
 OY0992'MAIN-TRAVELED RD. 1.7 MI TO CATTLEGUARD.  CROSS CATTLEGUARD
 OY0992'FOLLOWING MAIN-TRAVELED RD. 0.2 MI TO Y-RD. FORK.  TURN HARD LEFT
 OY0992'FOLLOWING RD. 0.05 MI TO RD. FORK.  TAKE LEFT FORK FOLLOWING
 OY0992'MAIN-TRAVELED RD. 2.7 MI TO Y-RD. FORK JUST AFTER CROSSING CREEK.
 OY0992'TAKE RIGHT FORK, CROSS FRIEDMAN CREEK AND FOLLOW RD. 1.9 MI TO
 OY0992'SADDLE AND END OF TRUCK TRAVEL.  PACK NE. TO HIGHEST TOP AND
 OY0992'STATION.  A 25-MINUTE WALK.
 OY0992'
 OY0992'STATION MARK--STANDARD TABLET STAMPED---FREEDOM 1915 1959---
 OY0992'CEMENTED IN PERPENDICULAR ROCK IN EXACT LOCATION OF 1915 CHISELED
 OY0992'CROSS.
 OY0992'
 OY0992'RM 2--COPPER NAIL AND WASHER CEMENTED IN ROCK OUTCROP.
 OY0992
 OY0992                          STATION RECOVERY (1972)
 OY0992
 OY0992'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0992'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0883 ***********************************************************************
 RY0883  DESIGNATION -  FREEMAN
 RY0883  PID         -  RY0883
 RY0883  STATE/COUNTY-  ID/IDAHO
 RY0883  USGS QUAD   -  FREEMAN PEAK (1995)
 RY0883
 RY0883                         *CURRENT SURVEY CONTROL
 RY0883  ___________________________________________________________________
 RY0883* NAD 83(1992)-  46 08 51.24575(N)    114 47 03.68465(W)     ADJUSTED  
 RY0883* NAVD 88     -      2225.9    (meters)    7303.     (feet)  VERTCON   
 RY0883  ___________________________________________________________________
 RY0883  LAPLACE CORR-          11.66  (seconds)                    DEFLEC99
 RY0883  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 RY0883
 RY0883  HORZ ORDER  -  THIRD
 RY0883
 RY0883.The horizontal coordinates were established by classical geodetic methods
 RY0883.and adjusted by the National Geodetic Survey in July 1992..
 RY0883
 RY0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0883
 RY0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0883
 RY0883.The geoid height was determined by GEOID03.
 RY0883
 RY0883;                    North         East     Units Scale Factor Converg.
 RY0883;SPC ID W     -   498,295.162   874,597.690   MT  1.00000172   +0 41 47.0
 RY0883;UTM  11      - 5,112,829.854   671,104.067   MT  0.99995991   +1 35 53.3
 RY0883
 RY0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0883!SPC ID W     -   0.99965350  x   1.00000172  =   0.99965522
 RY0883!UTM  11      -   0.99965350  x   0.99995991  =   0.99961343
 RY0883
 RY0883:                Primary Azimuth Mark                     Grid Az
 RY0883:SPC ID W     -  SQUAW                                    079 05 24.9
 RY0883:UTM  11      -  SQUAW                                    078 11 18.6
 RY0883
 RY0883|---------------------------------------------------------------------|
 RY0883| PID    Reference Object                     Distance      Geod. Az  |
 RY0883|                                                           dddmmss.s |
 RY0883| RY0881 SQUAW                               APPROX.10.8 KM 0794711.9 |
 RY0883|---------------------------------------------------------------------|
 RY0883
 RY0883                          SUPERSEDED SURVEY CONTROL
 RY0883
 RY0883  NAD 83(1986)-  46 08 51.25278(N)    114 47 03.67833(W) AD(       ) 3
 RY0883  NAD 27      -  46 08 51.54660(N)    114 47 00.30180(W) AD(       ) 3
 RY0883  NGVD 29 (07/19/86) 2224.5    (m)         7298.     (f) VERT ANG       
 RY0883
 RY0883.Superseded values are not recommended for survey control.
 RY0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0883.See file dsdata.txt to determine how the superseded data were derived.
 RY0883
 RY0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM7110412830(NAD 83)
 RY0883_MARKER: DD = SURVEY DISK
 RY0883_SETTING: 80 = SET IN A BOULDER
 RY0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0883+STABILITY: SURFACE MOTION
 RY0883
 RY0883  HISTORY     - Date     Condition        Report By
 RY0883  HISTORY     - 1965     MONUMENTED       USGS
 RY0883
 RY0883                          STATION DESCRIPTION
 RY0883
 RY0883'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RY0883'LOCATED ABOUT 7 MI. ENE. OF MOOSE CREEK RANGER STATION, ON
 RY0883'--FREEMAN PEAK--.
 RY0883'
 RY0883'STATION REACHED BY HELICOPTER.
 RY0883'
 RY0883'STATION MARK--A STANDARD ALUMINUM DISK STAMPED---FREEMAN 1965---,
 RY0883'CEMENTED IN A BOULDER (NEAR THE CENTER OF A BURNED DOWN LOOKOUT
 RY0883'TOWER).
 RY0883'
 RY0883'REFERENCE MARK NO. 1--A STANDARD BRONZE DISK STAMPED---RM NO 1
 RY0883'1965--- CEMENTED IN A ROCK, 8.60 FT. FROM STATION MARK,
 RY0883'N 66 DEG 59 MIN E.
 RY0883'
 RY0883'REFERENCE MARK NO. 2--A STANDARD BRONZE DISK STAMPED---RM NO 2
 RY0883'1965--- CEMENTED IN A ROCK, 13.64 FT. FROM STATION MARK,
 RY0883'S 28 DEG 15 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0882 ***********************************************************************
 RY0882  DESIGNATION -  FREEMAN PEAK LOOKOUT
 RY0882  PID         -  RY0882
 RY0882  STATE/COUNTY-  ID/IDAHO
 RY0882  USGS QUAD   -  FREEMAN PEAK (1995)
 RY0882
 RY0882                         *CURRENT SURVEY CONTROL
 RY0882  ___________________________________________________________________
 RY0882* NAD 83(1992)-  46 08 51.22352(N)    114 47 03.62790(W)     ADJUSTED  
 RY0882* NAVD 88     -                                                        
 RY0882  ___________________________________________________________________
 RY0882  LAPLACE CORR-          11.66  (seconds)                    DEFLEC99
 RY0882  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 RY0882
 RY0882  HORZ ORDER  -  THIRD
 RY0882
 RY0882.The horizontal coordinates were established by classical geodetic methods
 RY0882.and adjusted by the National Geodetic Survey in July 1992..
 RY0882
 RY0882
 RY0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0882
 RY0882.The geoid height was determined by GEOID03.
 RY0882
 RY0882;                    North         East     Units Scale Factor Converg.
 RY0882;SPC ID W     -   498,294.490   874,598.917   MT  1.00000172   +0 41 47.0
 RY0882;UTM  11      - 5,112,829.202   671,105.304   MT  0.99995991   +1 35 53.4
 RY0882
 RY0882                          SUPERSEDED SURVEY CONTROL
 RY0882
 RY0882  NAD 83(1986)-  46 08 51.23085(N)    114 47 03.62329(W) AD(       ) 4
 RY0882  NAD 27      -  46 08 51.52400(N)    114 47 00.24700(W) AD(       ) 3
 RY0882
 RY0882.Superseded values are not recommended for survey control.
 RY0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0882.See file dsdata.txt to determine how the superseded data were derived.
 RY0882
 RY0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM7110512829(NAD 83)
 RY0882
 RY0882  HISTORY     - Date     Condition        Report By
 RY0882  HISTORY     - UNK      MONUMENTED
 RY0882  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RY0882
 RY0882                          STATION DESCRIPTION
 RY0882
 RY0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (VRS)
 RY0882'STATION RECOVERED IN GOOD CONDITION.  LOCATED ON THE HIGHEST
 RY0882'POINT OF FREEMAN PEAK, ABOUT 5 MILES EAST OF MOOSE CREEK
 RY0882'RANGER STATION.
 RY0882'
 RY0882'A LOG CONSTRUCTED LOOKOUT HOUSE WITH CUPOLA ATOP.
 RY0882'
 RY0882'A USGS BENCH MARK DISK STAMPED VA 7294 FT. IS SET IN THE TOP
 RY0882'OF A BOULDER 11.8 FEET SOUTH OF THE SOUTHEAST CORNER OF THE LOOKOUT
 RY0882'HOUSE, 22 FEET SOUTH OF THE CENTER OF THE LOOKOUT HOUSE AND
 RY0882'4 FEET LOWER THAN THE BASE OF THE LOOKOUT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1302 ***********************************************************************
 OH1302  DESIGNATION -  FREEZEOUT
 OH1302  PID         -  OH1302
 OH1302  STATE/COUNTY-  ID/GEM
 OH1302  USGS QUAD   -  SOUTHEAST EMMETT (1985)
 OH1302
 OH1302                         *CURRENT SURVEY CONTROL
 OH1302  ___________________________________________________________________
 OH1302* NAD 83(1992)-  43 49 49.96491(N)    116 29 08.56383(W)     ADJUSTED  
 OH1302* NAVD 88     -       978.5    (meters)    3210.     (feet)  VERTCON   
 OH1302  ___________________________________________________________________
 OH1302  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 OH1302  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 OH1302
 OH1302  HORZ ORDER  -  SECOND
 OH1302
 OH1302.The horizontal coordinates were established by classical geodetic methods
 OH1302.and adjusted by the National Geodetic Survey in July 1992..
 OH1302
 OH1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1302
 OH1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1302
 OH1302.The geoid height was determined by GEOID03.
 OH1302
 OH1302;                    North         East     Units Scale Factor Converg.
 OH1302;SPC ID W     -   240,627.762   740,827.516   MT  0.99997638   -0 30 34.3
 OH1302;UTM  11      - 4,853,180.737   541,349.764   MT  0.99962103   +0 21 22.2
 OH1302
 OH1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1302!SPC ID W     -   0.99984929  x   0.99997638  =   0.99982567
 OH1302!UTM  11      -   0.99984929  x   0.99962103  =   0.99947037
 OH1302
 OH1302|---------------------------------------------------------------------|
 OH1302| PID    Reference Object                     Distance      Geod. Az  |
 OH1302|                                                           dddmmss.s |
 OH1302| CD5106 FREEZEOUT RM 1                       22.127 METERS 01121     |
 OH1302| QB1290 SQUAW BUTTE LOOKOUT HOUSE           APPROX.20.1 KM 0171434.1 |
 OH1302| CD5105 FREEZEOUT AZ MK                                    0993154.4 |
 OH1302| CD5107 FREEZEOUT RM 2                       14.297 METERS 28243     |
 OH1302| OH1372 EMMETT BOISE CASCADE CORP TANK      APPROX. 5.4 KM 3325628.2 |
 OH1302| OH1304 EMMETT MUNICIPAL TANK               APPROX. 5.2 KM 3504545.5 |
 OH1302|---------------------------------------------------------------------|
 OH1302
 OH1302                          SUPERSEDED SURVEY CONTROL
 OH1302
 OH1302  NAD 83(1986)-  43 49 49.96439(N)    116 29 08.56211(W) AD(       ) 2
 OH1302  NAD 27      -  43 49 50.36800(N)    116 29 05.07880(W) AD(       ) 2
 OH1302  NGVD 29 (07/19/86)  977.5    (m)         3207.     (f) VERT ANG       
 OH1302
 OH1302.Superseded values are not recommended for survey control.
 OH1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1302.See file dsdata.txt to determine how the superseded data were derived.
 OH1302
 OH1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4135053181(NAD 83)
 OH1302_MARKER: DS = TRIANGULATION STATION DISK
 OH1302_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OH1302+WITH SETTING: PAVEMENT
 OH1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1302+STABILITY: SURFACE MOTION
 OH1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1302+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003
 OH1302
 OH1302  HISTORY     - Date     Condition        Report By
 OH1302  HISTORY     - 1935     MONUMENTED       IDGS
 OH1302  HISTORY     - 1952     GOOD             USGS
 OH1302  HISTORY     - 1956     GOOD             USGS
 OH1302  HISTORY     - 1959     GOOD             CGS
 OH1302  HISTORY     - 1971     GOOD             NGS
 OH1302  HISTORY     - 20030609 GOOD             INDIV
 OH1302
 OH1302                          STATION DESCRIPTION
 OH1302
 OH1302'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OH1302'NOTE BY USGS, 1952--STATION FOUND AS DESCRIBED.  ADDITIONAL
 OH1302'DESCRIPTION AS FOLLOWS
 OH1302'
 OH1302'LOCATED ABOUT 3 MI. S. AND 0.5 MI. E. OF EMMETT, ON HIGHEST TOP OF
 OH1302'FREEZEOUT HILL.
 OH1302'
 OH1302'STATION MARK--USC AND GS AND STATE SURVEYS TABLET, STAMPED---,
 OH1302'---FREEZEOUT 1935---, SET IN CENTER OF 15 FT. SQUARE CONCRETE SLAB
 OH1302'UNDER STEEL AIRWAY BEACON TOWER.
 OH1302'
 OH1302'REFERENCE MARK--C AND GS STATE SURVEYS TABLET STAMPED---REF---, SET
 OH1302'IN CONCRETE POST, 72.52 FT. FROM STATION MARK 11 DEGREES 22 MINUTES
 OH1302'44 SECONDS SW.
 OH1302'
 OH1302'ELEVATION 3208.899 FT. (FEDERAL EMERGENCY RELIEF ADMINISTRATION.
 OH1302'IDAHO G38) (BMC 3470) 3263.9 FT. (CENTER OF BEACON LIGHT).
 OH1302'
 OH1302'NOTE--THESE ELEV. SHOULD BE LOWERED BY APPROXIMATELY 0.5 FT. TO
 OH1302'CONFORM TO PACIFIC NW. SUPPLEMENTARY ADJ., 1947.
 OH1302'
 OH1302'STATION MARK--A BRONZE DISK OF THE C AND GS-STATE COOPERATIVE SURVEY
 OH1302'STAMPED---FREEZEOUT 1935---, CEMENTED IN A DRILL HOLE IN THE CENTER
 OH1302'OF THE CONCRETE BASE OF THE AIRWAY BEACON.
 OH1302
 OH1302                          STATION RECOVERY (1956)
 OH1302
 OH1302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OH1302'STATION MARK--A BRONZE DISK OF THE C AND GS-STATE COOPERATIVE SURVEY
 OH1302'STAMPED---FREEZEOUT 1935---, CEMENTED IN A DRILL HOLE IN THE CENTER
 OH1302'OF THE CONCRETE BASE OF THE AIRWAY BEACON.
 OH1302
 OH1302                          STATION RECOVERY (1959)
 OH1302
 OH1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1302'THE STATION IS LOCATED, AIRLINE, ABOUT 12 MILES NORTHWEST OF BOISE,
 OH1302'9-1/2 MILES WEST-SOUTHWEST OF HORSESHOE BEND, AND 4 MILES
 OH1302'SOUTH OF EMMETT IN THE CONCRETE BASE OF AIRWAY BEACON NUMBER
 OH1302'31 WHICH IS ON A HIGH POINT APPROXIMATELY 1/2 MILE SOUTHWEST OF
 OH1302'THE SUMMIT OF WHAT IS LOCALLY KNOWN AS FREEZEOUT HILL.
 OH1302'
 OH1302'TO REACH THE STATION FROM THE CITY HALL IN EMMETT GO SOUTH 0.9
 OH1302'MILE ON STATE HIGHWAY 52 TO THE JUNCTION WITH STATE HIGHWAY
 OH1302'16.  TURN LEFT AND GO EAST AND SOUTH 4.4 MILES TO A TRACK ROAD
 OH1302'ON THE RIGHT.  TURN RIGHT AND GO WEST 0.3 MILE TO THE AZIMUTH
 OH1302'MARK ON A LOW RIDGE ON THE RIGHT.  CONTINUE WESTERLY, UPHILL,
 OH1302'0.3 MILE TO THE AIRWAY BEACON AND THE STATION.
 OH1302'
 OH1302'THE STATION MARK IS A BRONZE DISK OF THE C. AND G.S.-STATE
 OH1302'COOPERATIVE SURVEY STAMPED FREEZEOUT 1935 CEMENTED IN A DRILL
 OH1302'HOLE IN THE CENTER OF THE CONCRETE BASE OF THE AIRWAY BEACON.
 OH1302'IT IS 7.2 FEET NORTHEAST OF A WITNESS POST.
 OH1302'
 OH1302'REFERENCE MARK NUMBER ONE IS A BRONZE DISK OF THE C. AND G.S.-STATE
 OH1302'COOPERATIVE SURVEY STAMPED REF SET IN THE TOP OF A 4-INCH
 OH1302'SQUARE CONCRETE POST PROJECTING 9 INCHES ABOVE THE GROUND.  IT
 OH1302'IS ABOUT 2 FEET EAST OF THE EAST WALL OF A SMALL CEMENT BLOCK
 OH1302'RADIO BUILDING AND AT ABOUT THE SAME ELEVATION AS THE STATION
 OH1302'MARK.
 OH1302'
 OH1302'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FREEZEOUT
 OH1302'IGS 1959 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 OH1302'FLUSH WITH THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE
 OH1302'STATION MARK.
 OH1302'
 OH1302'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FREEZEOUT IGS
 OH1302'1959 SET IN THE TOP OF A 9 BY 11-INCH CONCRETE MONUMENT
 OH1302'PROJECTING 2 INCHES FROM THE GROUND.  IT IS ON THE EAST END
 OH1302'OF A LOW SAGE BRUSH COVERED RIDGE 82.7 FEET NORTHWEST OF
 OH1302'THE ROAD TO THE STATION.
 OH1302
 OH1302                          STATION RECOVERY (1971)
 OH1302
 OH1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OH1302'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OH1302'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THESE
 OH1302'EXCEPTIONS.  THERE IS NO VISIBLE DATE STAMPED ON THE STATION
 OH1302'MARK.  REFERENCE MARK NO. 2 IS ADDITIONALLY STAMPED NO. 2.
 OH1302'A DIFFERENCE IN THE HORIZONTAL ANGLE TO REFERENCE MARK NO. 2
 OH1302'WAS FOUND.  THIS PARTY PACKED THE LAST 0.6 MILE, BUT IN DRY
 OH1302'WEATHER IT WOULD BE POSSIBLE TO DRIVE TO THE STATION WITH A
 OH1302'2-WHEEL DRIVE VEHICLE.
 OH1302'
 OH1302'THE STATION IS ON U.S.B.L.M. LAND, AND MR. DAVID LITTLE HAS
 OH1302'THE GRAZING RIGHTS.  A NEW BOX SCORE FOLLOWS.
 OH1302'
 OH1302'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 OH1302'SOUTH-SOUTHEAST OF EMMETT.
 OH1302
 OH1302                          STATION RECOVERY (2003)
 OH1302
 OH1302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (REB)
 OH1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1495 ***********************************************************************
 SV1495  DESIGNATION -  FREEZEOUT
 SV1495  PID         -  SV1495
 SV1495  STATE/COUNTY-  ID/SHOSHONE
 SV1495  USGS QUAD   -  GRANDMOTHER MTN (1995)
 SV1495
 SV1495                         *CURRENT SURVEY CONTROL
 SV1495  ___________________________________________________________________
 SV1495* NAD 83(1992)-  47 01 00.18735(N)    116 01 28.49051(W)     ADJUSTED  
 SV1495* NAVD 88     -      1911.1    (meters)    6270.     (feet)  VERTCON   
 SV1495  ___________________________________________________________________
 SV1495  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 SV1495  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 SV1495
 SV1495  HORZ ORDER  -  THIRD
 SV1495
 SV1495.The horizontal coordinates were established by classical geodetic methods
 SV1495.and adjusted by the National Geodetic Survey in July 1992..
 SV1495
 SV1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1495
 SV1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1495
 SV1495.The geoid height was determined by GEOID03.
 SV1495
 SV1495;                    North         East     Units Scale Factor Converg.
 SV1495;SPC ID W     -   594,489.075   779,124.403   MT  0.99993869   -0 12 03.1
 SV1495;UTM  11      - 5,207,483.658   574,133.432   MT  0.99966754   +0 42 49.0
 SV1495
 SV1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1495!SPC ID W     -   0.99970308  x   0.99993869  =   0.99964179
 SV1495!UTM  11      -   0.99970308  x   0.99966754  =   0.99937072
 SV1495
 SV1495|---------------------------------------------------------------------|
 SV1495| PID    Reference Object                     Distance      Geod. Az  |
 SV1495|                                                           dddmmss.s |
 SV1495| CH7382 FREEZEOUT RM DRILLHOLE                2.150 METERS 24115     |
 SV1495| SV1496 GRANDFATHER                         APPROX. 7.1 KM 3093647.8 |
 SV1495|---------------------------------------------------------------------|
 SV1495
 SV1495                          SUPERSEDED SURVEY CONTROL
 SV1495
 SV1495  NAD 83(1986)-  47 01 00.19134(N)    116 01 28.48522(W) AD(       ) 3
 SV1495  NAD 27      -  47 01 00.50294(N)    116 01 24.90035(W) AD(       ) 3
 SV1495  NGVD 29 (07/19/86) 1909.9    (m)         6266.     (f) VERT ANG       
 SV1495
 SV1495.Superseded values are not recommended for survey control.
 SV1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1495.See file dsdata.txt to determine how the superseded data were derived.
 SV1495
 SV1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN7413307484(NAD 83)
 SV1495_MARKER: DD = SURVEY DISK
 SV1495_SETTING: 66 = SET IN ROCK OUTCROP
 SV1495_SP_SET: PARTIALLY EXPOSED BEDROCK
 SV1495
 SV1495  HISTORY     - Date     Condition        Report By
 SV1495  HISTORY     - 1919     MONUMENTED       USGS
 SV1495  HISTORY     - 1934     GOOD             USGS
 SV1495  HISTORY     - 1969     GOOD             USGS
 SV1495
 SV1495                          STATION DESCRIPTION
 SV1495
 SV1495'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 SV1495'LOCATED ABOUT 12 MI E. AND 0.5 MI N. OF CLARKIA.  IN NORTHEAST
 SV1495'CORNER SECTION 1, T42N, R3E, ON HIGH ALMOST BARE POINT KNOWN AS
 SV1495'FREEZEOUT RIDGE ON END OF DIVIDE BETWEEN MARBLE CREEK AND GLOVER
 SV1495'CREEK.
 SV1495'
 SV1495'STATION MARK--STANDARD BRONZE TABLET STAMPED---IDAHO---, IN SOLID
 SV1495'ROCK.
 SV1495'
 SV1495'RM--1-INCH DRILL HOLE IN LARGE ROCK.
 SV1495
 SV1495                          STATION RECOVERY (1934)
 SV1495
 SV1495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 SV1495'RECOVERED AS DESCRIBED.
 SV1495
 SV1495                          STATION RECOVERY (1969)
 SV1495
 SV1495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SV1495'RECOVERED AS DESCRIBED.
 SV1495'
 SV1495'TO REACH FROM CLARKIA GENERAL STORE AND POST OFFICE, GO 0.5 MI E.
 SV1495'ON PAVED RD. TO Y-RD. AND END OF PAVEMENT.  TURN RIGHT 0.7 MI TO
 SV1495'RD. X-ING., GO STRAIGHT AHEAD 4.3 MI TO Y-RD.  TURN LEFT 0.05 MI
 SV1495'TO Y-RD.  TAKE RIGHT FORK 1.8 MI TO SIDE RD. RIGHT, CONTINUE
 SV1495'STRAIGHT AHEAD 0.6 MI TO SIDE RD. LEFT, CONTINUE STRAIGHT AHEAD
 SV1495'1.8 MI TO Y-RD. IN SADDLE.  TAKE LEFT FORK 5.3 MI TO RD. FORK IN
 SV1495'SADDLE AND END OF TRUCK TRAVEL.  PACK NE. UP BARE HILLSIDE TO TOP
 SV1495'AND STATION.  ABOUT A 15-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1739 ***********************************************************************
 RZ1739  DESIGNATION -  FREEZEOUT LOT
 RZ1739  PID         -  RZ1739
 RZ1739  STATE/COUNTY-  ID/SHOSHONE
 RZ1739  USGS QUAD   -  GRICE RIDGE (1994)
 RZ1739
 RZ1739                         *CURRENT SURVEY CONTROL
 RZ1739  ___________________________________________________________________
 RZ1739* NAD 83(1992)-  46 59 54.82524(N)    116 01 41.46288(W)     ADJUSTED  
 RZ1739* NAVD 88     -      1800.4    (meters)    5907.     (feet)  VERTCON   
 RZ1739  ___________________________________________________________________
 RZ1739  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 RZ1739  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 RZ1739
 RZ1739  HORZ ORDER  -  THIRD
 RZ1739
 RZ1739.The horizontal coordinates were established by classical geodetic methods
 RZ1739.and adjusted by the National Geodetic Survey in July 1992..
 RZ1739
 RZ1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1739
 RZ1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1739
 RZ1739.The geoid height was determined by GEOID03.
 RZ1739
 RZ1739;                    North         East     Units Scale Factor Converg.
 RZ1739;SPC ID W     -   592,471.742   778,843.277   MT  0.99993883   -0 12 12.4
 RZ1739;UTM  11      - 5,205,462.645   573,884.600   MT  0.99966709   +0 42 38.7
 RZ1739
 RZ1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1739!SPC ID W     -   0.99972043  x   0.99993883  =   0.99965928
 RZ1739!UTM  11      -   0.99972043  x   0.99966709  =   0.99938762
 RZ1739
 RZ1739                          SUPERSEDED SURVEY CONTROL
 RZ1739
 RZ1739  NAD 83(1986)-  46 59 54.82960(N)    116 01 41.45763(W) AD(       ) 3
 RZ1739  NAD 27      -  46 59 55.15116(N)    116 01 37.86726(W) AD(       ) 3
 RZ1739  NGVD 29 (07/19/86) 1799.2    (m)         5903.     (f) VERT ANG       
 RZ1739
 RZ1739.Superseded values are not recommended for survey control.
 RZ1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1739.See file dsdata.txt to determine how the superseded data were derived.
 RZ1739
 RZ1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN7388505463(NAD 83)
 RZ1739_MARKER: 57 = LOOKOUT TOWER
 RZ1739
 RZ1739  HISTORY     - Date     Condition        Report By
 RZ1739  HISTORY     - 1969     FIRST OBSERVED   USGS
 RZ1739
 RZ1739                          STATION DESCRIPTION
 RZ1739
 RZ1739'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 RZ1739'NOT OCCUPIED.
 RZ1739'
 RZ1739'LOCATED ABOUT 10.5 MI E. OF CLARKIA, 1 MI S. OF CLARKIA-ROUNDTOP
 RZ1739'RD.  ALONG RIDGE RUNNING S. FROM FREZEOUT RIDGE.
 RZ1739'
 RZ1739'TO REACH FROM CLARKIA GRADE SCHOOL X-RDS., GO 0.9 MI E. ON MAIN
 RZ1739'RD. TO ROUNDTOP TO RD. FORK.  TURN RIGHT FOLLOWING MAIN RD. AND
 RZ1739'SIGN ROUNDTOP 4.2 MI TO RD. FORK JUST PAST STREAM X-ING.  TURN
 RZ1739'LEFT FOLLOWING MAIN-TRAVELED RD. AND SIGN ROUNDTOP 4.1 MI TO
 RZ1739'RD. FORK.  TURN LEFT FOLLOWING SIGN ROUNDTOP 5.3 MI TO FREEZEOUT
 RZ1739'DIVIDE RD. FORK.  TURN RIGHT FOLLOWING SIGN FREEZEOUT LOOKOUT
 RZ1739'1.1 MI TO LOT AND STATION.
 RZ1739'
 RZ1739'STATION MARK--WOODEN LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0727 ***********************************************************************
 QZ0727  DESIGNATION -  FREIGHT
 QZ0727  PID         -  QZ0727
 QZ0727  STATE/COUNTY-  ID/IDAHO
 QZ0727  USGS QUAD   -  CAREY DOME (1995)
 QZ0727
 QZ0727                         *CURRENT SURVEY CONTROL
 QZ0727  ___________________________________________________________________
 QZ0727* NAD 83(1992)-  45 22 51.68563(N)    115 59 16.52172(W)     ADJUSTED  
 QZ0727* NAVD 88     -      1990.1    (meters)    6529.     (feet)  VERTCON   
 QZ0727  ___________________________________________________________________
 QZ0727  LAPLACE CORR-           8.64  (seconds)                    DEFLEC99
 QZ0727  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 QZ0727
 QZ0727  HORZ ORDER  -  FIRST
 QZ0727
 QZ0727.The horizontal coordinates were established by classical geodetic methods
 QZ0727.and adjusted by the National Geodetic Survey in July 1992..
 QZ0727
 QZ0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0727
 QZ0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0727
 QZ0727.The geoid height was determined by GEOID03.
 QZ0727
 QZ0727;                    North         East     Units Scale Factor Converg.
 QZ0727;SPC ID W     -   412,676.143   781,366.541   MT  0.99993760   -0 10 09.7
 QZ0727;UTM  11      - 5,025,776.885   579,236.673   MT  0.99967719   +0 43 13.5
 QZ0727
 QZ0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0727!SPC ID W     -   0.99969045  x   0.99993760  =   0.99962807
 QZ0727!UTM  11      -   0.99969045  x   0.99967719  =   0.99936774
 QZ0727
 QZ0727:                Primary Azimuth Mark                     Grid Az
 QZ0727:SPC ID W     -  CAREY DOME                               070 48 54.6
 QZ0727:UTM  11      -  CAREY DOME                               069 55 31.4
 QZ0727
 QZ0727|---------------------------------------------------------------------|
 QZ0727| PID    Reference Object                     Distance      Geod. Az  |
 QZ0727|                                                           dddmmss.s |
 QZ0727| QZ0723 CAREY DOME                          APPROX. 6.9 KM 0703844.9 |
 QZ0727| CH7383 FREIGHT RM 1                          7.245 METERS 26219     |
 QZ0727| CH7384 FREIGHT RM 2                          6.690 METERS 35613     |
 QZ0727|---------------------------------------------------------------------|
 QZ0727
 QZ0727                          SUPERSEDED SURVEY CONTROL
 QZ0727
 QZ0727  NAD 83(1986)-  45 22 51.68635(N)    115 59 16.51825(W) AD(       ) 1
 QZ0727  NAD 27      -  45 22 52.05161(N)    115 59 13.06302(W) AD(       ) 1
 QZ0727  NGVD 29 (07/19/86) 1988.9    (m)         6525.     (f) VERT ANG       
 QZ0727
 QZ0727.Superseded values are not recommended for survey control.
 QZ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0727.See file dsdata.txt to determine how the superseded data were derived.
 QZ0727
 QZ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL7923725777(NAD 83)
 QZ0727_MARKER: DS = TRIANGULATION STATION DISK
 QZ0727_SETTING: 80 = SET IN A BOULDER
 QZ0727_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QZ0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0727+STABILITY: SURFACE MOTION
 QZ0727
 QZ0727  HISTORY     - Date     Condition        Report By
 QZ0727  HISTORY     - 1945     MONUMENTED       CGS
 QZ0727  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QZ0727  HISTORY     - 1962     GOOD             USGS
 QZ0727
 QZ0727                          STATION DESCRIPTION
 QZ0727
 QZ0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QZ0727'STATION IS LOCATED ON PROPERTY OF THE PAYETTE NATIONAL FOREST.
 QZ0727'IT IS IN THE NE 1/4 SEC. 32, T. 24 N., R. 4 E.  IT IS LOCATED
 QZ0727'ABOUT 300 YARDS N OF THE FRENCH CREEK ROAD, AT A POINT ALONG THE
 QZ0727'ROAD KNOWN AS THE OLD FREIGHT LANDING.
 QZ0727'
 QZ0727'STATION MARK IS A BRONZE STATION DISK SET IN A VERY LARGE
 QZ0727'OUTCROPPING BOULDER THAT IS THE HIGHEST POINT ON A SMALL KNOLL
 QZ0727'HAVING TIMBER ON ALL SLOPES.  DISK IS STAMPED FREIGHT 1945.
 QZ0727'
 QZ0727'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN LARGE
 QZ0727'OUTCROPPING 3 FEET LOWER THAN STATION ELEVATION.  DISK IS
 QZ0727'STAMPED FREIGHT NO 1 1945.
 QZ0727'
 QZ0727'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN LARGE OUTCROPPING
 QZ0727'5 FEET LOWER THAN STATION ELEVATION.  DISK IS STAMPED
 QZ0727'FREIGHT NO 2 1945.
 QZ0727'
 QZ0727'STATION CAREY DOME IS USED AS AZIMUTH MARK.  TO REACH FROM THE
 QZ0727'END OF TRUCK TRAVEL, CONTINUE E ON MAIN TRAVELED ROAD FOR 3.95
 QZ0727'MILES TO A REVERSE Y-JUNCTION AT SIGN CAREY DOME L.O. 6.  TURN
 QZ0727'SHARP LEFT AS PER SIGN AND CONTINUE N FOR 2.75 MILES TO A FORK,
 QZ0727'KEEP LEFT FORK UP GRADE FOR 1.35 MILES TO FORKS AT SIGN CAREY
 QZ0727'DOME L.O. 2.  CONTINUE STRAIGHT AHEAD N, LEFT FORK, AS PER SIGN
 QZ0727'FOR 2.1 MILES TO LOOKOUT TOWER AND THE STATION 6 FEET W OF THE
 QZ0727'SW LEG OF THE LOOKOUT TOWER.
 QZ0727'
 QZ0727'TO REACH STATION FROM THE POST OFFICE IN RIGGINS, GO S ON U.S.
 QZ0727'HIGHWAY 95 FOR 0.95 MILE TO A T-ROAD LEFT.  TURN LEFT (E) AND
 QZ0727'CROSS BRIDGE OVER THE LITTLE SALMON RIVER AND FOLLOW THE MAIN
 QZ0727'TRAVELED ROAD UP THE SALMON RIVER FOR 18.85 MILES TO A
 QZ0727'T-INTERSECTION, JUST AFTER PASSING THE OLD STORE AND POST OFFICE AT
 QZ0727'FRENCH CREEK.  TURN RIGHT (S) AND GO UP FRENCH CREEK ROAD AND
 QZ0727'THEN UP SWITCH-BACKS, KEEPING THE MAIN TRAVELED ROAD, FOR 14.2
 QZ0727'MILES TO A SADDLE AND A SIGN ON THE LEFT FREIGHT LANDING,
 QZ0727'THIS IS THE END OF TRUCK TRAVEL.  PACK N OVER WINDFALLS AND
 QZ0727'THROUGH A THICK PATCH OF SMALL PINES FOR ABOUT 300 YARDS AND
 QZ0727'STATION AS DESCRIBED.
 QZ0727
 QZ0727                          STATION RECOVERY (1946)
 QZ0727
 QZ0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0727'STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND ALL MARKS
 QZ0727'WERE IN GOOD CONDITION.  DISCREPANCY IN THE DESCRIPTION OF THE
 QZ0727'STATION IS NOTED BELOW.
 QZ0727'
 QZ0727'STATION IS LOCATED ABOUT 3.5 MILES S OF THE SALMON RIVER AND ABOUT
 QZ0727'20 MILES E OF RIGGINS.
 QZ0727'
 QZ0727'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL HOLE
 QZ0727'IN A LARGE BOULDER PROJECTING ABOUT 8 FEET.  IT IS ON THE HIGHEST
 QZ0727'POINT OF A SMALL KNOLL TIMBERED ON ALL SLOPES.  THE DISK IS
 QZ0727'STAMPED FREIGHT 1945.
 QZ0727'
 QZ0727'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A LARGE
 QZ0727'BOULDER 5 FEET LOWER THAN THE STATION (PREVIOUS DESCRIPTION WAS
 QZ0727'3 FEET LOWER THAN THE STATION).  THE DISK IS STAMPED FREIGHT NO
 QZ0727'1 1945.
 QZ0727'
 QZ0727'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 QZ0727'HOLE IN A BOULDER 8 FEET LOWER THAN THE STATION (PREVIOUS
 QZ0727'DESCRIPTION WAS 5 FEET LOWER THAN THE STATION).  THE DISK IS
 QZ0727'STAMPED FREIGHT NO 2 1945.
 QZ0727'
 QZ0727'THE AZIMUTH MARK WAS NOT VISITED.
 QZ0727
 QZ0727                          STATION RECOVERY (1962)
 QZ0727
 QZ0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0727'DESCRIPTION AND POSITION LISTED IN NGS QUAD 45115-3, STATION 1009.
 QZ0727'
 QZ0727'RECOVERED AS DESCRIBED BY USGS IN 1962.
 QZ0727'
 QZ0727'STATION MARK--A BRONZE STATION DISK CEMENTED IN A DRILL HOLE IN A
 QZ0727'LARGE BOULDER PROJECTING ABOUT 8 FT.  THE DISK IS STAMPED---,
 QZ0727'---FREIGHT 1945---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0954 ***********************************************************************
 RY0954  DESIGNATION -  FRENCHMAN BUTTE
 RY0954  PID         -  RY0954
 RY0954  STATE/COUNTY-  ID/IDAHO
 RY0954  USGS QUAD   -  BOUNDARY PEAK (1994)
 RY0954
 RY0954                         *CURRENT SURVEY CONTROL
 RY0954  ___________________________________________________________________
 RY0954* NAD 83(1992)-  46 18 58.06046(N)    115 32 26.12612(W)     ADJUSTED  
 RY0954* NAVD 88     -      1581.3    (meters)    5188.     (feet)  VERTCON   
 RY0954  ___________________________________________________________________
 RY0954  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 RY0954  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 RY0954
 RY0954  HORZ ORDER  -  THIRD
 RY0954
 RY0954.The horizontal coordinates were established by classical geodetic methods
 RY0954.and adjusted by the National Geodetic Survey in July 1992..
 RY0954
 RY0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0954
 RY0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0954
 RY0954.The geoid height was determined by GEOID03.
 RY0954
 RY0954;                    North         East     Units Scale Factor Converg.
 RY0954;SPC ID W     -   516,598.279   816,127.837   MT  0.99993653   +0 09 05.2
 RY0954;UTM  11      - 5,130,207.388   612,359.613   MT  0.99975519   +1 03 19.8
 RY0954
 RY0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0954!SPC ID W     -   0.99975469  x   0.99993653  =   0.99969124
 RY0954!UTM  11      -   0.99975469  x   0.99975519  =   0.99950994
 RY0954
 RY0954:                Primary Azimuth Mark                     Grid Az
 RY0954:SPC ID W     -  BOUNDARY ET                              012 22 19.6
 RY0954:UTM  11      -  BOUNDARY ET                              011 28 05.0
 RY0954
 RY0954|---------------------------------------------------------------------|
 RY0954| PID    Reference Object                     Distance      Geod. Az  |
 RY0954|                                                           dddmmss.s |
 RY0954| RY0953 BOUNDARY ET                         APPROX. 6.0 KM 0123124.8 |
 RY0954| CH7386 FRENCHMAN BUTTE RM 2                  5.953 METERS 09002     |
 RY0954| CH6492 FM Z 35                               6.626 METERS 15742     |
 RY0954|---------------------------------------------------------------------|
 RY0954
 RY0954                          SUPERSEDED SURVEY CONTROL
 RY0954
 RY0954  NAD 83(1986)-  46 18 58.06633(N)    115 32 26.12528(W) AD(       ) 3
 RY0954  NAD 27      -  46 18 58.37379(N)    115 32 22.61957(W) AD(       ) 3
 RY0954  NGVD 29 (07/19/86) 1580.1    (m)         5184.     (f) VERT ANG       
 RY0954
 RY0954.Superseded values are not recommended for survey control.
 RY0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0954.See file dsdata.txt to determine how the superseded data were derived.
 RY0954
 RY0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM1236030207(NAD 83)
 RY0954_MARKER: DD = SURVEY DISK
 RY0954_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RY0954_SP_SET: OBJECT IMBEDDED IN GROUND
 RY0954
 RY0954  HISTORY     - Date     Condition        Report By
 RY0954  HISTORY     - 1964     MONUMENTED       USGS
 RY0954
 RY0954                          STATION DESCRIPTION
 RY0954
 RY0954'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0954'LOCATED IN SEC 2, T34N, R7E.
 RY0954'
 RY0954'TO REACH FOLLOW RDS. TO FRENCHMAN BUTTE LOH (DESTROYED).
 RY0954'
 RY0954'STATION MARK--STANDARD TABLET STAMPED---FRENCHMAN BUTTE 1964---,
 RY0954'SET IN NORTHWEST CONCRETE TOWER SUPPORT.
 RY0954'
 RY0954'RM 1--STANDARD TABLET STAMPED---NO 1 1964---, SET IN NORTHEAST
 RY0954'CONCRETE SUPPORT.
 RY0954'
 RY0954'RM 2--STANDARD TABLET STAMPED---NO 2 1964---, SET IN SOUTHWEST
 RY0954'CONCRETE SUPPORT.
 RY0954'
 RY0954'BM FMZ 35--NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0692 ***********************************************************************
 PZ0692  DESIGNATION -  FRITZ PK
 PZ0692  PID         -  PZ0692
 PZ0692  STATE/COUNTY-  ID/CLARK
 PZ0692  USGS QUAD   -  FRITZ PEAK (1987)
 PZ0692
 PZ0692                         *CURRENT SURVEY CONTROL
 PZ0692  ___________________________________________________________________
 PZ0692* NAD 83(1992)-  44 22 50.89968(N)    112 44 48.99143(W)     ADJUSTED  
 PZ0692* NAVD 88     -      2969.6    (meters)    9743.     (feet)  VERTCON   
 PZ0692  ___________________________________________________________________
 PZ0692  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 PZ0692  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 PZ0692
 PZ0692  HORZ ORDER  -  THIRD
 PZ0692
 PZ0692.The horizontal coordinates were established by classical geodetic methods
 PZ0692.and adjusted by the National Geodetic Survey in July 1992..
 PZ0692
 PZ0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0692
 PZ0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0692
 PZ0692.The geoid height was determined by GEOID03.
 PZ0692
 PZ0692;                    North         East     Units Scale Factor Converg.
 PZ0692;SPC ID E     -   301,670.312   153,759.446   MT  0.99997365   -0 24 21.1
 PZ0692;UTM  12      - 4,915,653.544   360,838.894   MT  0.99983816   -1 13 19.4
 PZ0692
 PZ0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0692!SPC ID E     -   0.99953618  x   0.99997365  =   0.99950984
 PZ0692!UTM  12      -   0.99953618  x   0.99983816  =   0.99937441
 PZ0692
 PZ0692|---------------------------------------------------------------------|
 PZ0692| PID    Reference Object                     Distance      Geod. Az  |
 PZ0692|                                                           dddmmss.s |
 PZ0692| CN3560 FRITZ PK RM 2                         5.133 METERS 11133     |
 PZ0692| PZ0689 HEART MTN                           APPROX. 6.8 KM 1820107.2 |
 PZ0692| CN3559 FRITZ PK RM 1                        14.969 METERS 34523     |
 PZ0692|---------------------------------------------------------------------|
 PZ0692
 PZ0692                          SUPERSEDED SURVEY CONTROL
 PZ0692
 PZ0692  NAD 83(1986)-  44 22 50.89696(N)    112 44 48.98209(W) AD(       ) 3
 PZ0692  NAD 27      -  44 22 51.21721(N)    112 44 45.98841(W) AD(       ) 3
 PZ0692  NGVD 29 (07/19/86) 2968.1    (m)         9738.     (f) VERT ANG       
 PZ0692
 PZ0692.Superseded values are not recommended for survey control.
 PZ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0692.See file dsdata.txt to determine how the superseded data were derived.
 PZ0692
 PZ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ6083915654(NAD 83)
 PZ0692_MARKER: DD = SURVEY DISK
 PZ0692_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0692
 PZ0692  HISTORY     - Date     Condition        Report By
 PZ0692  HISTORY     - 1956     MONUMENTED       USGS
 PZ0692
 PZ0692                          STATION DESCRIPTION
 PZ0692
 PZ0692'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0692'LOCATED ABOUT 21 MI NW. OF SMALL, 19 MI SW. OF LIMA, MT, 7 MI W.
 PZ0692'OF MEDICINE LODGE RD.  ON BARE ROCKY PEAK OF MOUNTAIN WHICH IS
 PZ0692'TIMBERED ON EASTERN SLOPE.
 PZ0692'
 PZ0692'TO REACH FROM SMALL (CONOCO GAS STATION AND GROCERY STORE),
 PZ0692'FOLLOW MAIN RD. 4.5 MI NORTHWARD TO RD. FORKS AND SIGN
 PZ0692'MEDICINE LODGE ROAD.  TAKE LEFT FORK (MEDICINE LODGE ROAD)
 PZ0692'19.1 MI CROSSING WARM CREEK TO WIRE GATE, RD. FORK AND SIGN
 PZ0692'FRITZ CREEK.  TAKE LEFT FORK (BLADED RD.) 1.0 MI TO RD. FORKS
 PZ0692'AND SIGN FRITZ CREEK.  TAKE LEFT FORK (BLADED RD.) 2.4 MI
 PZ0692'DOWNHILL FOLLOWING TRACK RD. UP FRITZ CREEK TO RD. FORKS.  TAKE
 PZ0692'LEFT FORK UPHILL 1.0 MI TO REVERSE FORK.  TAKE LEFT FORK DOWNHILL
 PZ0692'1.4 MI TO RD. FORKS.  TAKE LEFT FORK 0.1 MI.  TURN RIGHT
 PZ0692'CROSS-COUNTRY UPHILL 1.2 MI TO EDGE OF TIMBER AND END OF RD.
 PZ0692'PACK TO HIGHEST PART OF PEAK AND STATION.  ABOUT A 1-HOUR CLIMB.
 PZ0692'
 PZ0692'STATION MARK--STANDARD TABLET STAMPED---FRITZ PK,---CEMENTED IN
 PZ0692'ROCK OUTCROP.
 PZ0692'
 PZ0692'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 PZ0692'1956---, CEMENTED IN ROCK OUTCROP, 49.11 FT. FROM STATION MARK,
 PZ0692'N 14 DEG 37 MIN W.
 PZ0692'
 PZ0692'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PZ0692'1956---, CEMENTED IN SOLID ROCK, 16.84 FT. FROM STATION MARK,
 PZ0692'S 68 DEG 27 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1106 ***********************************************************************
 QB1106  DESIGNATION -  FROG
 QB1106  PID         -  QB1106
 QB1106  STATE/COUNTY-  ID/WASHINGTON
 QB1106  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB1106
 QB1106                         *CURRENT SURVEY CONTROL
 QB1106  ___________________________________________________________________
 QB1106* NAD 83(1992)-  44 33 50.42035(N)    116 37 19.99006(W)     ADJUSTED  
 QB1106* NAVD 88     -       820.751  (meters)    2692.75   (feet)  ADJUSTED  
 QB1106  ___________________________________________________________________
 QB1106  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 QB1106  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 QB1106  DYNAMIC HT  -         820.510 (meters)    2691.96  (feet)  COMP
 QB1106  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 QB1106
 QB1106  HORZ ORDER  -  FIRST
 QB1106  VERT ORDER  -  FIRST     CLASS II
 QB1106
 QB1106.The horizontal coordinates were established by classical geodetic methods
 QB1106.and adjusted by the National Geodetic Survey in July 1992..
 QB1106
 QB1106.The orthometric height was determined by differential leveling
 QB1106.and adjusted by the National Geodetic Survey in June 1991..
 QB1106
 QB1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1106
 QB1106.The geoid height was determined by GEOID03.
 QB1106
 QB1106.The dynamic height is computed by dividing the NAVD 88
 QB1106.geopotential number by the normal gravity value computed on the
 QB1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1106.degrees latitude (g = 980.6199 gals.).
 QB1106
 QB1106.The modeled gravity was interpolated from observed gravity values.
 QB1106
 QB1106;                    North         East     Units Scale Factor Converg.
 QB1106;SPC ID W     -   322,228.499   730,713.276   MT  0.99999235   -0 36 43.4
 QB1106;UTM  11      - 4,934,588.212   529,999.831   MT  0.99961107   +0 15 54.3
 QB1106
 QB1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1106!SPC ID W     -   0.99987387  x   0.99999235  =   0.99986622
 QB1106!UTM  11      -   0.99987387  x   0.99961107  =   0.99948499
 QB1106
 QB1106|---------------------------------------------------------------------|
 QB1106| PID    Reference Object                     Distance      Geod. Az  |
 QB1106|                                                           dddmmss.s |
 QB1106| QB0421 DD 321                              119.285 METERS 07754     |
 QB1106| CD5108 FROG RM 1                             9.940 METERS 09123     |
 QB1106| CD5109 FROG RM 2                            11.257 METERS 26748     |
 QB1106| QB1337 CAMBRIDGE WATER TANK                APPROX. 4.6 KM 2821531.8 |
 QB1106|---------------------------------------------------------------------|
 QB1106
 QB1106                          SUPERSEDED SURVEY CONTROL
 QB1106
 QB1106  NAD 83(1986)-  44 33 50.42063(N)    116 37 19.98933(W) AD(       ) 1
 QB1106  NAD 27      -  44 33 50.83113(N)    116 37 16.43639(W) AD(       ) 1
 QB1106  NGVD 29 (07/19/86)  820.5    (m)         2692.     (f) VERT ANG       
 QB1106
 QB1106.Superseded values are not recommended for survey control.
 QB1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1106.See file dsdata.txt to determine how the superseded data were derived.
 QB1106
 QB1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK3000034588(NAD 83)
 QB1106_MARKER: DS = TRIANGULATION STATION DISK
 QB1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1106_SP_SET: CONCRETE POST
 QB1106_STAMPING: FROG 1966
 QB1106_MARK LOGO: CGS   
 QB1106_PROJECTION: PROJECTING 10 CENTIMETERS
 QB1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1106+STABILITY: SURFACE MOTION
 QB1106
 QB1106  HISTORY     - Date     Condition        Report By
 QB1106  HISTORY     - 1966     MONUMENTED       CGS
 QB1106  HISTORY     - 1983     GOOD             NGS
 QB1106
 QB1106                          STATION DESCRIPTION
 QB1106
 QB1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1106'NOT FEASIBLE TO MEASURE BETWEEN REFERENCE MARKS
 QB1106'
 QB1106'STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF CAMBRIDGE ON THE
 QB1106'SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 95 AT THE EAST END OF A
 QB1106'12 FOOT FILL.
 QB1106'
 QB1106'TO REACH FROM THE POST OFFICE IN CAMBRIDGE, GO SOUTH FOR 0.05
 QB1106'MILE TO CROSS STREET, TURN LEFT AND GO EAST ON U.S. HIGHWAY 95
 QB1106'FOR 1.3 MILES TO CROSSROAD AND POWER STATION ON LEFT, CONTINUE
 QB1106'FOR 1.2 MILES TO THE EAST END OF A 12 FOOT FILL AND STATION
 QB1106'ON RIGHT.
 QB1106'
 QB1106'STATION MARK, A STANDARD DISK STAMPED FROG 1966, IS SET IN THE
 QB1106'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  THE
 QB1106'MARK IS 38 FEET SOUTH OF CENTER OF U.S. HIGHWAY 95, 15.7
 QB1106'FEET WEST OF WITNESS POST AND TELEPHONE POLE AND 2 FEET
 QB1106'NORTH OF FENCE.
 QB1106'
 QB1106'REFERENCE MARK 1, A STANDARD DISK STAMPED FROG NO 1 1966,
 QB1106'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 QB1106'5 INCHES.  THE MARK IS 39 FEET SOUTH OF CENTER OF U.S. HIGHWAY
 QB1106'95, 17.2 FEET EAST OF WITNESS POST AND TELEPHONE POLE AND 1
 QB1106'FOOT NORTH OF FENCE.
 QB1106'
 QB1106'REFERENCE MARK 2, A STANDARD DISK STAMPED FROG NO 2 1966, IS SET
 QB1106'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 QB1106'THE MARK IS 39 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 95,
 QB1106'7 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF FENCE.
 QB1106'
 QB1106'STATE OF IDAHO DEPARTMENT OF PUBLIC WORK MARK, A BRONZE DISK
 QB1106'STAMPED DD321 1946, IS SET IN THE TOP OF A 6 INCH CONCRETE
 QB1106'POST WHICH PROJECTS 8 INCHES.  THE MARK IS 40.5 FEET NORTH
 QB1106'OF THE CENTER LINE OF U.S. HIGHWAY 95 AND 1 FOOT SOUTH OF
 QB1106'POWER POLE NO. 32 AND FENCE.
 QB1106
 QB1106                          STATION RECOVERY (1983)
 QB1106
 QB1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB1106'4.8 KM (3.0 MI) EAST FROM CAMBRIDGE.
 QB1106'4.8 KM (3.0 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 QB1106'HIGHWAY 71 IN CAMBRIDGE, 0.5 KM (0.3 MI) EAST OF MILEPOST 116, AT THE
 QB1106'EAST END OF A SHORT HIGHWAY FILL, 11.5 METERS (38 FT) SOUTH OF THE
 QB1106'CENTERLINE OF THE HIGHWAY, 119.3 METERS (391.5 FT) WEST ACROSS THE
 QB1106'HIGHWAY FROM BENCH MARK DD 321 IDPWD, 11.2 METERS (37 FT) WEST OF RM
 QB1106'2, 9.9 METERS (32.5 FT) EAST OF RM 1, 0.6 METER (2 FT) NORTH OF A
 QB1106'FENCE.
 QB1106'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 QB1106'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1509 ***********************************************************************
 SV1509  DESIGNATION -  FROST
 SV1509  PID         -  SV1509
 SV1509  STATE/COUNTY-  ID/KOOTENAI
 SV1509  USGS QUAD   -  TWIN CRAGS (1996)
 SV1509
 SV1509                         *CURRENT SURVEY CONTROL
 SV1509  ___________________________________________________________________
 SV1509* NAD 83(1992)-  47 28 48.53985(N)    116 20 36.99196(W)     ADJUSTED  
 SV1509* NAVD 88     -      1779.2    (meters)    5837.     (feet)  VERTCON   
 SV1509  ___________________________________________________________________
 SV1509  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 SV1509  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 SV1509
 SV1509  HORZ ORDER  -  SECOND
 SV1509
 SV1509.The horizontal coordinates were established by classical geodetic methods
 SV1509.and adjusted by the National Geodetic Survey in July 1992..
 SV1509
 SV1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1509
 SV1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1509
 SV1509.The geoid height was determined by GEOID03.
 SV1509
 SV1509;                    North         East     Units Scale Factor Converg.
 SV1509;SPC ID W     -   646,142.150   755,261.585   MT  0.99995792   -0 26 15.1
 SV1509;UTM  11      - 5,258,732.470   549,453.605   MT  0.99963005   +0 29 01.7
 SV1509
 SV1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1509!SPC ID W     -   0.99972384  x   0.99995792  =   0.99968177
 SV1509!UTM  11      -   0.99972384  x   0.99963005  =   0.99935399
 SV1509
 SV1509:                Primary Azimuth Mark                     Grid Az
 SV1509:SPC ID W     -  PINE RESET                               051 20 26.5
 SV1509:UTM  11      -  PINE RESET                               050 25 09.7
 SV1509
 SV1509|---------------------------------------------------------------------|
 SV1509| PID    Reference Object                     Distance      Geod. Az  |
 SV1509|                                                           dddmmss.s |
 SV1509| SV1434 PINE RESET                          APPROX.11.6 KM 0505411.4 |
 SV1509| CH7389 FROST RM 3                            4.460 METERS 20039     |
 SV1509| SV1510 FROST POINT LOOKOUT TOWER             4.458 METERS 20039     |
 SV1509| CH7387 FROST PT RM 1                         7.281 METERS 20416     |
 SV1509| CH7388 FROST PT RM 2                         3.305 METERS 25431     |
 SV1509|---------------------------------------------------------------------|
 SV1509
 SV1509                          SUPERSEDED SURVEY CONTROL
 SV1509
 SV1509  NAD 83(1986)-  47 28 48.54264(N)    116 20 36.98361(W) AD(       ) 2
 SV1509  NAD 27      -  47 28 48.82883(N)    116 20 33.38739(W) AD(       ) 2
 SV1509  NGVD 29 (07/19/86) 1778.0    (m)         5833.     (f) VERT ANG       
 SV1509
 SV1509.Superseded values are not recommended for survey control.
 SV1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1509.See file dsdata.txt to determine how the superseded data were derived.
 SV1509
 SV1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN4945458732(NAD 83)
 SV1509_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1509_SETTING: 80 = SET IN A BOULDER
 SV1509_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SV1509
 SV1509  HISTORY     - Date     Condition        Report By
 SV1509  HISTORY     - 1958     MONUMENTED       CGS
 SV1509  HISTORY     - 1971     GOOD             NGS
 SV1509  HISTORY     - 1982     GOOD             BLM
 SV1509
 SV1509                          STATION DESCRIPTION
 SV1509
 SV1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1509'THE STATION IS ABOUT 5 MILES SOUTH OF CATALDO, ON A ROCKY
 SV1509'POINT OF A RIDGE KNOWN AS FROST POINT, 3/4 MILE NORTH OF A
 SV1509'HIGH PEAK CALLED LATOUR BALDY.  IT IS AT FROST POINT LOOKOUT
 SV1509'TOWER, 2 FEET NORTH OF THE NORTH CENTER SIDE OF THE TOWER.
 SV1509'
 SV1509'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND FRENCH GULCH
 SV1509'ROAD AT THE WEST EDGE OF KINGSTON, GO SOUTH ON FRENCH GULCH
 SV1509'ROAD FOR 0.1 MILE TO FORK (RIGHT FORK LEADS TO RANGER STATION,
 SV1509'0.1 MILE).  TAKE LEFT FORK, SOUTHERLY, FOR 1.8 MILES TO FORK.
 SV1509'KEEP RIGHT FORK AS PER SIGN FROST PK. L.O. 8 FOR 2.8 MILES
 SV1509'TO FORK AND SIGNS ROSS GULCH FROST POINT L.O.  TAKE RIGHT
 SV1509'FORK FOR 2.4 MILES TO FORK.  TAKE LEFT FORK AND FOLLOW MAIN
 SV1509'ROAD FOR 4.7 MILES TO FROST POINT LOOKOUT TOWER AND STATION.
 SV1509'
 SV1509'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 SV1509'IN A BOULDER.  STAMPED FROST 1958.
 SV1509'
 SV1509'REFERENCE MARKS ARE STANDARD USGS REFERENCE MARK DISKS STAMPED
 SV1509'FROST PT 1937 NO 1 AND NO 2 RESPECTIVELY.
 SV1509'
 SV1509'REFERENCE MARK 1 IS SET IN THE SOUTHWEST CONCRETE FOOTING OF THE
 SV1509'LOOKOUT TOWER.  ARROW POINTS TOWARDS THE CENTER OF THE TOWER.
 SV1509'
 SV1509'REFERENCE MARK 2 IS SET IN THE NORTHWEST CONCRETE FOOTING
 SV1509'OF THE TOWER.  ARROW POINTS TOWARDS THE CENTER OF THE TOWER.
 SV1509'
 SV1509'THE U.S. FOREST SERVICE LOOKOUT TOWER IS A 4-LEGGED WOODEN
 SV1509'STRUCTURE, 41 FEET HIGH TO PEAK OF ROOF.  V.A. ELEVATION
 SV1509'5832.0 FEET (1949) (USGS).  THE CENTER OF THE LOOKOUT TOWER
 SV1509'WAS THE U.S. GEOLOGICAL SURVEY STATION.
 SV1509
 SV1509                          STATION RECOVERY (1971)
 SV1509
 SV1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SV1509'THE STATION MARK WAS FOUND APPARENTLY UNDISTURBED BUT BURIED UNDER
 SV1509'LOOSE ROCK.  REFERENCE MARK NO. 1 WAS NOT FOUND, AND EVIDENTLY WAS
 SV1509'DESTROYED WHEN THE NEW LOOKOUT TOWER WAS BUILD ABOUT 1961.
 SV1509'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 SV1509'MARK NO. 3 WAS ESTABLISHED IN THE CENTER OF THE BASE OF THE
 SV1509'LOOKOUT TOWER.
 SV1509'
 SV1509'THE STATION IS ABOUT 5 MILES SOUTH OF CATALDO, ON A ROCKY POINT OF
 SV1509'A RIDGE KNOWN AS FROST POINT.  3/4 MILE NORTH OF A HIGH PEAK CALLED
 SV1509'LATOUR BALDY), AND AT THE SITE OF THE FROST POINT LOOKOUT TOWER.
 SV1509'
 SV1509'TO REACH FROM THE KINGSTON INTERCHANGE ON INTERSTATE HIGHWAY 90, GO
 SV1509'SOUTH 0.1 MILE TO A T-INTERSECTION, TURN RIGHT AND GO 0.2 MILE TO A
 SV1509'ROAD LEFT AND A SIGN FRENCH GULCH, TURN LEFT AND FOLLOW THE
 SV1509'BLACKTOP ROAD SOUTHERLY 1.85 MILES TO A FORK, KEEP RIGHT 0.75 MILE
 SV1509'TO A FORK, KEEP RIGHT 0.5 MILE TO FORK, KEEP RIGHT 0.95 MILE TO
 SV1509'FORK, KEEP RIGHT 0.65 MILE TO FORK, KEEP RIGHT 4.85 MILES TO FORK,
 SV1509'KEEP LEFT FORK 0.05 MILE, KEEP LEFT FORK 2.1 MILES TO THE LOOKOUT
 SV1509'TOWER AND THE STATION.
 SV1509'
 SV1509'THE STATION MARK, STAMPED FROST 1958, IS A STANDARD DISK SET IN A
 SV1509'LARGE BOULDER 14.2 FEET NORTHEAST OF THE NORTHWEST LEG OF THE
 SV1509'LOOKOUT TOWER, 6.7 FEET NORTH-NORTHWEST OF THE NORTHEAST LEG OF THE
 SV1509'LOOKOUT TOWER 6.6 FEET NORTH OF THE NORTH SIDE OF THE LOOKOUT
 SV1509'TOWER, 1.6 FEET WEST OF THE PROJECTED NORTH SIDE OF THE LOOKOUT
 SV1509'TOWER, ON THE EXTREME NORTH EDGE OF THE SUMMIT, AND ABOUT 1.2 FEET
 SV1509'LOWER THAN REFERENCE MARK NO. 2.
 SV1509'
 SV1509'REFERENCE MARK NO. 2, STAMPED FROST PT 1937 NO 2 IS A USGS REFERENCE
 SV1509'MARK DISK SET IN THE SOUTHEAST CORNER OF A 2-FOOT SQUARE CONCRETE
 SV1509'BASE FOR A LEG OF THE FORMER LOOKOUT TOWER, 3 FEET NORTH OF THE
 SV1509'NORTHWEST LEG OF THE PRESENT LOOKOUT TOWER.
 SV1509'
 SV1509'REFERENCE MARK NO. 3, STAMPED FROST 1958 NO 3 1971, IS A STANDARD
 SV1509'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  THIS
 SV1509'MARK IS IN THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 SV1509'
 SV1509'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 SV1509'
 SV1509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 SV1509'CATALDO.
 SV1509
 SV1509                          STATION RECOVERY (1982)
 SV1509
 SV1509'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1982 (WFV)
 SV1509'FROST 1958 RECOVERED GOOD.
 SV1509'
 SV1509'FROST 1958 NO. 3 1971 RECOVERED GOOD.
 SV1509'
 SV1509'FROST PT. 1937 NO. 2 RECOVERED GOOD.
 SV1509'
 SV1509'1971 RECOVERY RECORD BY L.F.S. ADEQUATE.  YOU SHOULD NOTE THAT THE
 SV1509'ARROW ON R.M. NO. 2 POINTS TO R.M. NO. 3, AND NOT THE STATION.  THE
 SV1509'MARK WAS AGAIN COVERED WITH ROCK RUBBLE AND DIFFICULT TO FIND WITH
 SV1509'THE 1958 DESCRIPTION.  I DID NOT RECEIVE THE UNAPPROVED 1971
 SV1509'RECORD UNTIL LATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1510 ***********************************************************************
 SV1510  DESIGNATION -  FROST POINT LOOKOUT TOWER
 SV1510  PID         -  SV1510
 SV1510  STATE/COUNTY-  ID/KOOTENAI
 SV1510  USGS QUAD   -  TWIN CRAGS (1996)
 SV1510
 SV1510                         *CURRENT SURVEY CONTROL
 SV1510  ___________________________________________________________________
 SV1510* NAD 83(1992)-  47 28 48.40478(N)    116 20 37.06704(W)     ADJUSTED  
 SV1510* NAVD 88     -                                                        
 SV1510  ___________________________________________________________________
 SV1510  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 SV1510  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 SV1510
 SV1510  HORZ ORDER  -  THIRD
 SV1510
 SV1510.The horizontal coordinates were established by classical geodetic methods
 SV1510.and adjusted by the National Geodetic Survey in July 1992..
 SV1510.No horizontal observational check was made to the station.
 SV1510
 SV1510
 SV1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1510
 SV1510.The geoid height was determined by GEOID03.
 SV1510
 SV1510;                    North         East     Units Scale Factor Converg.
 SV1510;SPC ID W     -   646,137.991   755,259.982   MT  0.99995792   -0 26 15.1
 SV1510;UTM  11      - 5,258,728.287   549,452.069   MT  0.99963005   +0 29 01.6
 SV1510
 SV1510                          SUPERSEDED SURVEY CONTROL
 SV1510
 SV1510  NAD 83(1986)-  47 28 48.40756(N)    116 20 37.05894(W) AD(       ) 4
 SV1510  NAD 27      -  47 28 48.69732(N)    116 20 33.46049(W) AD(       ) 3
 SV1510
 SV1510.Superseded values are not recommended for survey control.
 SV1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1510.See file dsdata.txt to determine how the superseded data were derived.
 SV1510
 SV1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN4945258728(NAD 83)
 SV1510_MARKER: 57 = LOOKOUT TOWER
 SV1510
 SV1510  HISTORY     - Date     Condition        Report By
 SV1510  HISTORY     - 1971     FIRST OBSERVED   NGS
 SV1510  HISTORY     - 19820923 GOOD             NGS
 SV1510
 SV1510                          STATION DESCRIPTION
 SV1510
 SV1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SV1510'THE STATION IS ABOUT 5 MILES SOUTH OF CATALDO, ON THE ROCKY POINT
 SV1510'OF A RIDGE KNOWN AS FROST POINT, AND ABOUT 3/4 MILE NORTH OF A
 SV1510'HIGH PEAK KNOWN AS LATOUR BALDY.  STATION IS THE CENTER OF THE
 SV1510'BASE OF THE LOOKOUT TOWER, WHICH IS A FOUR LEGGED STRUCTURE WITH
 SV1510'AN ENCLOSED CAB ON THE TOP.  THE LOOKOUT TOWER WAS BUILT IN 1961,
 SV1510'AND REPLACED AN EARLIER STRUCTURE.  CENTER OF THE BASE OF THE
 SV1510'TOWER IS MARKED BY REFERENCE MARK NO. 3 FOR TRIANGULATION
 SV1510'STATION FROST.
 SV1510'
 SV1510'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FROST
 SV1510'THE DISTANCE BEING 14.63 FEET OR 4.460 METERS.
 SV1510
 SV1510                          STATION RECOVERY (1982)
 SV1510
 SV1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 SV1510'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1513 ***********************************************************************
 SV1513  DESIGNATION -  FROST POINT LOT
 SV1513  PID         -  SV1513
 SV1513  STATE/COUNTY-  ID/KOOTENAI
 SV1513  USGS QUAD   -  TWIN CRAGS (1996)
 SV1513
 SV1513                         *CURRENT SURVEY CONTROL
 SV1513  ___________________________________________________________________
 SV1513* NAD 83(1992)-  47 28 48.41861(N)    116 20 37.00037(W)     ADJUSTED  
 SV1513* NAVD 88     -      1778.8    (meters)    5836.     (feet)  VERTCON   
 SV1513  ___________________________________________________________________
 SV1513  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 SV1513  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 SV1513
 SV1513  HORZ ORDER  -  THIRD
 SV1513
 SV1513.The horizontal coordinates were established by classical geodetic methods
 SV1513.and adjusted by the National Geodetic Survey in July 1992..
 SV1513
 SV1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1513
 SV1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1513
 SV1513.The geoid height was determined by GEOID03.
 SV1513
 SV1513;                    North         East     Units Scale Factor Converg.
 SV1513;SPC ID W     -   646,138.407   755,261.381   MT  0.99995792   -0 26 15.1
 SV1513;UTM  11      - 5,258,728.726   549,453.461   MT  0.99963005   +0 29 01.7
 SV1513
 SV1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1513!SPC ID W     -   0.99972390  x   0.99995792  =   0.99968183
 SV1513!UTM  11      -   0.99972390  x   0.99963005  =   0.99935405
 SV1513
 SV1513|---------------------------------------------------------------------|
 SV1513| PID    Reference Object                     Distance      Geod. Az  |
 SV1513|                                                           dddmmss.s |
 SV1513| CH7392 FROST PT RM 1                         4.020 METERS 22414     |
 SV1513| CH7393 FROST PT RM 2                         4.070 METERS 31321     |
 SV1513| SV1461 DUDLEY RESET                        APPROX. 7.1 KM 3200608.6 |
 SV1513|---------------------------------------------------------------------|
 SV1513
 SV1513                          SUPERSEDED SURVEY CONTROL
 SV1513
 SV1513  NAD 83(1986)-  47 28 48.42178(N)    116 20 36.99190(W) AD(       ) 3
 SV1513  NAD 27      -  47 28 48.71947(N)    116 20 33.37959(W) AD(       ) 3
 SV1513  NGVD 29 (07/19/86) 1777.6    (m)         5832.     (f) VERT ANG       
 SV1513
 SV1513.Superseded values are not recommended for survey control.
 SV1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1513.See file dsdata.txt to determine how the superseded data were derived.
 SV1513
 SV1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN4945358729(NAD 83)
 SV1513_MARKER: 57 = LOOKOUT TOWER
 SV1513
 SV1513  HISTORY     - Date     Condition        Report By
 SV1513  HISTORY     - 1937     FIRST OBSERVED   USGS
 SV1513  HISTORY     - 1949     GOOD             USGS
 SV1513  HISTORY     - 1956     GOOD             USGS
 SV1513
 SV1513                          STATION DESCRIPTION
 SV1513
 SV1513'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 SV1513'LOCATED ABOUT 5 MI S. OF CATALDO, 0.8 MI N. OF PROMINENT MOUNTAIN
 SV1513'KNOWN AS LATOUR BALDY.  ON BARE ROCKY POINT OF RIDGE.  PERMANENT
 SV1513'USFS LOT IS ON FROST OPINT.
 SV1513'
 SV1513'STATION MARK--CENTER OF FROST POINT LOT.
 SV1513'
 SV1513'RM 1--STANDARD RM TABLET STAMPED---NO 1 FROST POINT 1937---, IN
 SV1513'SOUTHWEST CONCRETE FOOTING OF LOT.
 SV1513'
 SV1513'RM 2--STANDARD RM TABLET STAMPED---NO 2 FROST POINT 1937---, IN
 SV1513'NORTHWEST CONCRETE FOOTING OF LOT.
 SV1513
 SV1513                          STATION RECOVERY (1949)
 SV1513
 SV1513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 SV1513'RECOVERED AS DESCRIBED.
 SV1513
 SV1513                          STATION RECOVERY (1956)
 SV1513
 SV1513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SV1513'RECOVERED AS DESCRIBED.
 SV1513'
 SV1513'TO REACH FROM KINGSTON RANGER STATION, DRIVE 1.8 MI UP FRENCH
 SV1513'GULCH TO RD. FORKS.  TAKE RIGHT FORK 0.8 MI TO RD. FORKS.  TAKE
 SV1513'RIGHT FORK MAIN RD. 2.1 MI TO RD. JCT. OF ROSS GULCH-FROST POINT
 SV1513'RDS.  TAKE RIGHT FORK (FROST POINT RD.) 7.5 MI TO FROST POINT LOT
 SV1513'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1436 ***********************************************************************
 OH1436  DESIGNATION -  FRUITLAND
 OH1436  PID         -  OH1436
 OH1436  STATE/COUNTY-  ID/PAYETTE
 OH1436  USGS QUAD   -  NYSSA (1965)
 OH1436
 OH1436                         *CURRENT SURVEY CONTROL
 OH1436  ___________________________________________________________________
 OH1436* NAD 83(1992)-  43 57 22.53907(N)    116 56 11.92448(W)     ADJUSTED  
 OH1436* NAVD 88     -       740.8    (meters)    2430.     (feet)  VERTCON   
 OH1436  ___________________________________________________________________
 OH1436  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 OH1436  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 OH1436
 OH1436  HORZ ORDER  -  SECOND
 OH1436
 OH1436.The horizontal coordinates were established by classical geodetic methods
 OH1436.and adjusted by the National Geodetic Survey in July 1992..
 OH1436
 OH1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1436
 OH1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1436
 OH1436.The geoid height was determined by GEOID03.
 OH1436
 OH1436;                    North         East     Units Scale Factor Converg.
 OH1436;SPC ID W     -   255,016.564   704,759.864   MT  1.00004486   -0 49 25.4
 OH1436;SPC OR S     -   260,427.527 1,785,923.576   MT  0.99998918   +2 26 16.3
 OH1436;SPC OR S     -   854,421.02  5,859,329.32   iFT  0.99998918   +2 26 16.3
 OH1436;UTM  11      - 4,867,016.799   505,083.106   MT  0.99960032   +0 02 38.3
 OH1436
 OH1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1436!SPC ID W     -   0.99988664  x   1.00004486  =   0.99993150
 OH1436!SPC OR S     -   0.99988664  x   0.99998918  =   0.99987582
 OH1436!UTM  11      -   0.99988664  x   0.99960032  =   0.99948701
 OH1436
 OH1436:                Primary Azimuth Mark                     Grid Az
 OH1436:SPC ID W     -  FRUITLAND AZ MK                          128 06 50.6
 OH1436:SPC OR S     -  FRUITLAND AZ MK                          124 51 08.9
 OH1436:UTM  11      -  FRUITLAND AZ MK                          127 14 46.9
 OH1436
 OH1436|---------------------------------------------------------------------|
 OH1436| PID    Reference Object                     Distance      Geod. Az  |
 OH1436|                                                           dddmmss.s |
 OH1436| CD5110 FRUITLAND AZ MK                                    1271725.2 |
 OH1436| CD6120 CLOVER PP                                          13022     |
 OH1436| CD5111 FRUITLAND RM 1                        9.531 METERS 24235     |
 OH1436| OH1435 FRUITLAND RM                          9.066 METERS 31917     |
 OH1436| QB1233 SALT LAKE PORTLAND AIRWAY BEACON 34 APPROX. 9.3 KM 3204728.1 |
 OH1436| QB1307 ONTARIO MUNICIPAL TANK              APPROX. 7.8 KM 3421458.3 |
 OH1436| CD5112 FRUITLAND RM 3                       10.433 METERS 35250     |
 OH1436|---------------------------------------------------------------------|
 OH1436
 OH1436                          SUPERSEDED SURVEY CONTROL
 OH1436
 OH1436  NAD 83(1991)-  43 57 22.53901(N)    116 56 11.92443(W) AD(       ) 2
 OH1436  NAD 83(1986)-  43 57 22.53869(N)    116 56 11.92469(W) AD(       ) 2
 OH1436  NAD 27      -  43 57 22.95100(N)    116 56 08.36200(W) AD(       ) 2
 OH1436  NGVD 29 (07/19/86)  739.8    (m)         2427.     (f) VERT ANG       
 OH1436
 OH1436.Superseded values are not recommended for survey control.
 OH1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1436.See file dsdata.txt to determine how the superseded data were derived.
 OH1436
 OH1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0508367017(NAD 83)
 OH1436_MARKER: Z = SEE DESCRIPTION
 OH1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1436
 OH1436  HISTORY     - Date     Condition        Report By
 OH1436  HISTORY     - 1945     MONUMENTED       CGS
 OH1436  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OH1436  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OH1436  HISTORY     - 1977     GOOD             NGS
 OH1436
 OH1436                          STATION DESCRIPTION
 OH1436
 OH1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 OH1436'STATION IS LOCATED ABOUT 6 MILES WSW OF NEW PLYMOUTH, 4-1/2
 OH1436'MILES S OF FRUITLAND, AND 0.9 MILE W OF U.S. HIGHWAY 95.
 OH1436'IT IS ON THE SW END OF A SANDY GRASS-AND-SAGE-COVERED RIDGE
 OH1436'ABOUT 1 MILE E OF AND OVERLOOKING THE SNAKE RIVER (THE RIDGE
 OH1436'IS THE FIRST PROMINENT ONE S OF PAYETTE VALLEY), IS 206 FEET
 OH1436'NW OF THE FINAL TURN IN A DITCH LINE, AND 30 METERS SW OF
 OH1436'THE DITCH.
 OH1436'
 OH1436'STATION MARK IS A BRONZE STATION DISK SET IN A BLOCK OF
 OH1436'CONCRETE PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS STAMPED
 OH1436'FRUITLAND 1945.  UNDERGROUND MARK IS A BRONZE REFERENCE DISK
 OH1436'SET IN CONCRETE.  IT IS STAMPED FRUITLAND STA 1945.
 OH1436'
 OH1436'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BLOCK
 OH1436'OF CONCRETE PROJECTING 10 INCHES ABOVE THE GROUND AND IS
 OH1436'STAMPED FRUITLAND NO 1 1945.  IT IS 40 METERS SW OF THE DITCH.
 OH1436'
 OH1436'REFERENCE MARK 2 IS AN UNSTAMPED STATE SURVEY DISK SET IN
 OH1436'A 6-INCH-SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE THE
 OH1436'GROUND.  IT IS 33 METERS SW OF THE DITCH.
 OH1436'
 OH1436'STATION AND REFERENCE MARKS ARE AT ABOUT THE SAME ELEVATION.
 OH1436'
 OH1436'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BLOCK OF
 OH1436'CONCRETE PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND IS
 OH1436'STAMPED FRUITLAND 1945.  IT IS LOCATED IN AN E-W FENCE LINE,
 OH1436'1 METER W OF FENCE CORNER, AND 6 METERS S OF THE CENTER LINE
 OH1436'OF A SURFACED ROAD.
 OH1436'
 OH1436'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30N AND
 OH1436'95, 2.4 MILES S OF FRUITLAND, GO S ON U.S. HIGHWAY 95 FOR
 OH1436'1.5 MILES TO A GRAVELED CROSS ROAD AT THE SUMMIT OF A RIDGE.
 OH1436'TURN RIGHT (W) ONTO GRAVELED ROAD AND CONTINUE 0.6 MILE TO
 OH1436'THE AZIMUTH MARK ON LEFT.  CONTINUE 0.2 MILE TO ROAD ON RIGHT.
 OH1436'TURN RIGHT AND GO 0.1 MILE TO TRACK ROAD ON LEFT IMMEDIATELY
 OH1436'BEFORE CROSSING OVER DITCH CULVERT.  HERE TURN LEFT FOR ABOUT
 OH1436'20 YARDS, THEN BEAR RIGHT (NW) AND CONTINUE ACROSS COUNTRY
 OH1436'0.1 MILE, STAYING NEAR THE DITCH, TO THE LOCATION OF THE
 OH1436'STATION.
 OH1436
 OH1436                          STATION RECOVERY (1959)
 OH1436
 OH1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH1436'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 OH1436'FOUND TO BE IN GOOD CONDITION.  A SLIGHT DIFFERENCE WAS FOUND
 OH1436'IN THE DIRECTION TO THE AZIMUTH MARK AS NOTED BELOW.  A NEW
 OH1436'TO REACH DESCRIPTION FOLLOWS.
 OH1436'
 OH1436'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND 95 (2.4
 OH1436'MILES SOUTH OF FRUITLAND) GO SOUTH ON U.S. HIGHWAY 95 FOR
 OH1436'1.5 MILES TO AN OILED CROSS ROAD AT THE SUMMIT OF A SMALL
 OH1436'HILL, TURN RIGHT, WEST, FOR 0.6 MILE TO THE AZIMUTH MARK
 OH1436'ON THE LEFT, 3 FEET WEST OF A METAL WITNESS POST WITH SIGN
 OH1436'ATTACHED, CONTINUE WEST FOR 0.2 MILE TO A T ROAD ON THE RIGHT,
 OH1436'TURN RIGHT, NORTH, FOR 0.3 MILE TO THE SOUTHEAST CORNER OF
 OH1436'AN ORCHARD AND A WIRE GATE IN THE NORTHEAST CORNER OF THE
 OH1436'OPEN FIELD, TURN LEFT, WEST, THROUGH THE GATE AND FOLLOW
 OH1436'ALONG THE SOUTH SIDE OF THE FENCE FOR 0.15 MILE TO THE
 OH1436'STATION SITE AT THE NORTHWEST CORNER OF THE FIELD.
 OH1436'
 OH1436'DISTANCE AND DIRECTION MEASUREMENTS TO THE REFERENCE MARKS
 OH1436'CHECKED THOSE OF 1945.  THE DIFFERENCE IN DIRECTION TO THE
 OH1436'AZIMUTH MARK IS NOTED BELOW.
 OH1436
 OH1436                          STATION RECOVERY (1973)
 OH1436
 OH1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OH1436'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OH1436'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE TO REACH
 OH1436'IS ADEQUATE FOR RECOVERY.  THE STATION IS ON PASTURE LAND
 OH1436'OWNED BY MR. HOWARD K. HANSON.  A METAL WITNESS POST WAS
 OH1436'PLACED 1 FOOT SOUTH OF THE STATION MARK.  A METAL WITNESS
 OH1436'POST WAS PLACED 1 FOOT 1 FOOT WEST OF THE AZIMUTH MARK.
 OH1436'
 OH1436'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 OH1436'SOUTH-SOUTHWEST OF FRUITLAND.
 OH1436
 OH1436                          STATION RECOVERY (1977)
 OH1436
 OH1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OH1436'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 OH1436'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 OH1436'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A DIFFERENCE WAS
 OH1436'FOUND IN THE HORIZONTAL ANGLE TO REFERENCE MARK NO. 1.  LANDMARKS
 OH1436'HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH1436'
 OH1436'THE STATION IS ON LAND OWNED BY MR. DANIEL HUTSELL.
 OH1436'
 OH1436'TO REACH THE STATION FROM THE FRUITLAND POST OFFICE GO EAST, AND
 OH1436'SOUTH ON U.S. HIGHWAY 95 FOR 2.8 MILES TO THE OVERPASS OVER
 OH1436'INTERSTATE 80N, CONTINUE SOUTH ON U.S. HIGHWAY 95 FOR 1.3 MILES TO A
 OH1436'CROSSROAD, AT A SUMMIT IN THE ROAD, TURN RIGHT, AND GO WEST ON THE
 OH1436'MACADAM ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OH1436'CONTINUE WEST ON THE MACADAM ROAD FOR 0.2 MILE TO A SIDE ROAD
 OH1436'RIGHT, TURN RIGHT, AND GO NORTH ON THE MACADAM ROAD FOR 0.25 MILE
 OH1436'TO A FIELD ROAD LEFT, JUST AFTER PASSING MR. HUTSELLS RESIDENCE
 OH1436'ON THE LEFT, TURN LEFT, AND GO WEST ON THE TRACK ROAD, ON THE
 OH1436'NORTH SIDE OF AN EAST-WEST FENCE LINE FOR 0.1 MILE TO THE STATION
 OH1436'ON THE LEFT.
 OH1436'
 OH1436'THE STATION MARK, STAMPED FRUITLAND 1945, IS A STANDARD DISK IN A
 OH1436'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 55.5 FEET SOUTHEAST
 OH1436'OF THE NORTH END OF A GATE AT A T FENCE CORNER, 45 FEET EAST OF THE
 OH1436'NORTH-SOUTH FENCE, AND 35 FEET SOUTH OF THE EAST-WEST FENCE LINE.
 OH1436'
 OH1436'REFERENCE MARK NO. 1, STAMPED FRUITLAND NO 1 1945, IS A STANDARD DISK
 OH1436'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH, 51 FEET
 OH1436'SOUTH-SOUTHEAST OF THE NORTH END OF THE GATE AT THE T FENCE CORNER,
 OH1436'AND 18 FEET EAST OF THE NORTH-SOUTH FENCE LINE.
 OH1436'
 OH1436'REFERENCE MARK NO. 3, STAMPED FRUITLAND 1945 NO 3 1977, IS A
 OH1436'STANDARD DISK IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH1436'2-INCHES, 40 FEET EAST OF THE T FENCE CORNER, 1 FOOT WEST OF A
 OH1436'METAL WITNESS POST, AND 0.5 FOOT SOUTH OF THE EAST-WEST FENCE LINE.
 OH1436'
 OH1436'THE AZIMUTH MARK, STAMPED FRUITLAND 1945, IS A STANDARD DISK IN A
 OH1436'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6-INCHES, 20 FEET
 OH1436'SOUTH OF THE CENTER OF THE MACADAM ROAD, 2 FEET NORTH OF THE FENCE
 OH1436'LINE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 OH1436'
 OH1436'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHWEST
 OH1436'OF FRUITLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1435 ***********************************************************************
 OH1435  DESIGNATION -  FRUITLAND RM
 OH1435  PID         -  OH1435
 OH1435  STATE/COUNTY-  ID/PAYETTE
 OH1435  USGS QUAD   -  NYSSA (1965)
 OH1435
 OH1435                         *CURRENT SURVEY CONTROL
 OH1435  ___________________________________________________________________
 OH1435* NAD 83(1992)-  43 57 22.76172(N)    116 56 12.18970(W)     ADJUSTED  
 OH1435* NAVD 88     -       741.     (meters)    2431.     (feet)  SCALED    
 OH1435  ___________________________________________________________________
 OH1435  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 OH1435  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 OH1435
 OH1435  HORZ ORDER  -  SECOND
 OH1435
 OH1435.The horizontal coordinates were established by classical geodetic methods
 OH1435.and adjusted by the National Geodetic Survey in July 1992..
 OH1435
 OH1435.The orthometric height was scaled from a topographic map.
 OH1435
 OH1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1435
 OH1435.The geoid height was determined by GEOID03.
 OH1435
 OH1435;                    North         East     Units Scale Factor Converg.
 OH1435;SPC ID W     -   255,023.521   704,754.050   MT  1.00004487   -0 49 25.6
 OH1435;SPC OR S     -   260,434.141 1,785,917.376   MT  0.99998919   +2 26 16.1
 OH1435;SPC OR S     -   854,442.72  5,859,308.98   iFT  0.99998919   +2 26 16.1
 OH1435;UTM  11      - 4,867,023.664   505,077.189   MT  0.99960032   +0 02 38.1
 OH1435
 OH1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1435!SPC ID W     -   0.99988661  x   1.00004487  =   0.99993148
 OH1435!SPC OR S     -   0.99988661  x   0.99998919  =   0.99987580
 OH1435!UTM  11      -   0.99988661  x   0.99960032  =   0.99948698
 OH1435
 OH1435                          SUPERSEDED SURVEY CONTROL
 OH1435
 OH1435  NAD 83(1991)-  43 57 22.76167(N)    116 56 12.18965(W) AD(       ) 2
 OH1435  NAD 83(1986)-  43 57 22.76134(N)    116 56 12.18992(W) AD(       ) 2
 OH1435  NAD 27      -  43 57 23.17400(N)    116 56 08.62700(W) AD(       ) 2
 OH1435
 OH1435.Superseded values are not recommended for survey control.
 OH1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1435.See file dsdata.txt to determine how the superseded data were derived.
 OH1435
 OH1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0507767024(NAD 83)
 OH1435
 OH1435  HISTORY     - Date     Condition        Report By
 OH1435  HISTORY     - 1945     MONUMENTED       CGS
 OH1435
 OH1435                          STATION DESCRIPTION
 OH1435
 OH1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OH1435'SEE STATION FRUITLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1819 ***********************************************************************
 RZ1819  DESIGNATION -  FRYE POINT
 RZ1819  PID         -  RZ1819
 RZ1819  STATE/COUNTY-  ID/NEZ PERCE
 RZ1819  USGS QUAD   -  FRYE POINT (1968)
 RZ1819
 RZ1819                         *CURRENT SURVEY CONTROL
 RZ1819  ___________________________________________________________________
 RZ1819* NAD 83(1992)-  46 01 31.63127(N)    116 47 19.84251(W)     ADJUSTED  
 RZ1819* NAVD 88     -      1508.1    (meters)    4948.     (feet)  VERTCON   
 RZ1819  ___________________________________________________________________
 RZ1819  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 RZ1819  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 RZ1819
 RZ1819  HORZ ORDER  -  SECOND
 RZ1819
 RZ1819.The horizontal coordinates were established by classical geodetic methods
 RZ1819.and adjusted by the National Geodetic Survey in July 1992..
 RZ1819
 RZ1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1819
 RZ1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1819
 RZ1819.The geoid height was determined by GEOID03.
 RZ1819
 RZ1819;                    North         East     Units Scale Factor Converg.
 RZ1819;SPC ID W     -   484,794.024   719,570.049   MT  1.00001283   -0 44 51.5
 RZ1819;SPC WA S     -    83,687.432   787,229.526   MT  0.99996198   +2 41 44.8
 RZ1819;SPC WA S     -   274,564.52  2,582,768.87   sFT  0.99996198   +2 41 44.8
 RZ1819;UTM  11      - 5,096,897.187   516,342.709   MT  0.99960328   +0 09 07.0
 RZ1819
 RZ1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1819!SPC ID W     -   0.99976628  x   1.00001283  =   0.99977911
 RZ1819!SPC WA S     -   0.99976628  x   0.99996198  =   0.99972827
 RZ1819!UTM  11      -   0.99976628  x   0.99960328  =   0.99936966
 RZ1819
 RZ1819|---------------------------------------------------------------------|
 RZ1819| PID    Reference Object                     Distance      Geod. Az  |
 RZ1819|                                                           dddmmss.s |
 RZ1819| CH7394 FRYE POINT RM 1                       6.531 METERS 04007     |
 RZ1819| RZ1818 FRYE POINT AZ MK                    APPROX. 1.3 KM 1231544.5 |
 RZ1819| CH8195 PP NAIL IN TREE                                    1500626.8 |
 RZ1819| CH7395 FRYE POINT RM 2                      18.303 METERS 32023     |
 RZ1819|---------------------------------------------------------------------|
 RZ1819
 RZ1819                          SUPERSEDED SURVEY CONTROL
 RZ1819
 RZ1819  NAD 83(1991)-  46 01 31.63283(N)    116 47 19.84165(W) AD(       ) 2
 RZ1819  NAD 83(1986)-  46 01 31.63320(N)    116 47 19.84029(W) AD(       ) 2
 RZ1819  NAD 27      -  46 01 32.08975(N)    116 47 16.31186(W) AD(       ) 2
 RZ1819  NGVD 29 (07/19/86) 1506.9    (m)         4944.     (f) VERT ANG       
 RZ1819
 RZ1819.Superseded values are not recommended for survey control.
 RZ1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1819.See file dsdata.txt to determine how the superseded data were derived.
 RZ1819
 RZ1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1634396897(NAD 83)
 RZ1819_MARKER: Z = SEE DESCRIPTION
 RZ1819_SETTING: 0 = UNSPECIFIED SETTING
 RZ1819
 RZ1819  HISTORY     - Date     Condition        Report By
 RZ1819  HISTORY     - 1945     MONUMENTED       CGS
 RZ1819
 RZ1819                          STATION DESCRIPTION
 RZ1819
 RZ1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RZ1819'THE STATION IS LOCATED ON FRYE POINT, THE HIGHER E ELEVATION
 RZ1819'BETWEEN CHINA AND EAGLE CREEKS, ABOUT 0.1 MILE E OF THE CABIN
 RZ1819'AND SPRING ON FRYE POINT, AND ABOUT 4 MILES, AIRLINE, NNW OF
 RZ1819'THE SALMON RIVER AT THE MOUTH OF CHINA CREEK.  IT IS SITUATED
 RZ1819'ABOUT 100 FEET S OF THE HIGHEST POINT OF THE RIDGE, AT THE
 RZ1819'S EDGE OF A GROVE OF PINE TREES, 15 FEET SSE OF AN 8-INCH PINE
 RZ1819'TREE, 22 FEET SSW OF A 28-INCH PINE TREE, 30.5 FEET SW OF A
 RZ1819'36-INCH PINE TREE, AND 14 FEET N OF THE APPROXIMATE CENTER OF
 RZ1819'A DIM ROAD.
 RZ1819'
 RZ1819'STATION MARK IS A BRONZE STATION DISK IN A BOULDER STAMPED
 RZ1819'FRYE PT 1945 AND PROJECTS 4 INCHES.
 RZ1819'
 RZ1819'REFERENCE MARK 1 IS 21.43 FEET NE OF THE STATION.  IT IS A
 RZ1819'BRONZE REFERENCE DISK IN A BOULDER STAMPED FRYE PT NO 1 1945
 RZ1819'AND PROJECTS 4 INCHES.
 RZ1819'
 RZ1819'REFERENCE MARK 2 IS 60.05 FEET NW OF THE STATION.  IT IS A
 RZ1819'BRONZE REFERENCE DISK IN A BOULDER STAMPED FRYE PT NO 2 1945
 RZ1819'AND PROJECTS 3 INCHES.
 RZ1819'
 RZ1819'THE AZIMUTH MARK IS APPROXIMATELY 1 MILE, AIRLINE, SE OF THE
 RZ1819'STATION, ON A DOME-SHAPED KNOLL ON A RIDGE BETWEEN EAGLE AND
 RZ1819'CHINA CREEKS.  IT IS A BRONZE AZIMUTH DISK IN OUTCROPPING
 RZ1819'BEDROCK STAMPED FRYE PT AZI 1945 AND IS FLUSH WITH THE GROUND.
 RZ1819'TO REACH FROM THE STATION, FOLLOW A DIM ROAD S FOR ABOUT 0.2
 RZ1819'MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT FOLLOW
 RZ1819'A WELL DEFINED TRAIL ON FOOT FOR ABOUT 3/4 MILE TO A LONE
 RZ1819'PINE TREE TO THE RIGHT.  LEAVE THE TRAIL AND BEAR LEFT UP A
 RZ1819'STEEP SLOPE TO THE HIGHEST POINT AND THE MARK AS DESCRIBED.
 RZ1819'
 RZ1819'TO REACH THE STATION FROM FOREST, GO W FOR 1.2 MILES TO A LABOR
 RZ1819'CAMP AND A ROAD FORKS, KEEP RIGHT, W, FOR 1.2 MILES TO A RESERVOIR.
 RZ1819'CONTINUE ON THE MAIN TRAVELED ROAD AROUND THE RESERVOIR FOR
 RZ1819'5.8 MILES TO A SAWMILL SITE AND A CROSSROADS, CONTINUE STRAIGHT
 RZ1819'AHEAD FOR 0.2 MILE TO A ROAD FORKS AND A SIGN ON A TREE DEER
 RZ1819'CREEK SAW MILL 5, TAKE THE LEFT FORK AND GO 2.3 MILES TO A
 RZ1819'T-INTERSECTION, TAKE THE RIGHT FORK AND GO 1.45 MILES TO
 RZ1819'ANOTHER T-ROAD INTERSECTION, KEEP THE RIGHT FORK AND GO 1.65
 RZ1819'MILES TO A T-ROAD INTERSECTION OPPOSITE A SIGN COMEGYS.
 RZ1819'KEEP RIGHT AND GO 3.3 MILES TO CORRALS ON THE RIGHT, CONTINUE
 RZ1819'S FOR 1 MILE TO THE FORMER LOCATION OF ZAZA, CONTINUE ON
 RZ1819'THE MAIN TRAVELED ROAD FOR 0.8 MILE TO A POINT WHERE THE
 RZ1819'SNAKE RIVER CANYON COMES INTO VIEW, CONTINUE FOR 0.55 MILE TO
 RZ1819'A ROAD FORKS, TAKE THE DIM FORK TO THE LEFT AND GO 1.35
 RZ1819'MILES TO A CABIN ON THE RIGHT AND A ROAD FORKS, TAKE THE
 RZ1819'RIGHT FORK AND GO 0.1 MILE, TURN RIGHT AND GO 0.2 MILE TO
 RZ1819'A ROAD FORKS, TAKE THE LEFT FORK AND GO 1.4 MILES TO THE
 RZ1819'FRYE POINT CABIN, PASS TO THE LEFT OF THE CABIN AND CONTINUE
 RZ1819'FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 RZ1819'
 RZ1819'HEIGHT OF LIGHT ABOVE STATION MARK - 0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1818 ***********************************************************************
 RZ1818  DESIGNATION -  FRYE POINT AZ MK
 RZ1818  PID         -  RZ1818
 RZ1818  STATE/COUNTY-  ID/NEZ PERCE
 RZ1818  USGS QUAD   -  FRYE POINT (1968)
 RZ1818
 RZ1818                         *CURRENT SURVEY CONTROL
 RZ1818  ___________________________________________________________________
 RZ1818* NAD 83(1992)-  46 01 07.90662(N)    116 46 27.93318(W)     ADJUSTED  
 RZ1818* NAVD 88     -      1407.2    (meters)    4617.     (feet)  VERTCON   
 RZ1818  ___________________________________________________________________
 RZ1818  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 RZ1818  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 RZ1818
 RZ1818  HORZ ORDER  -  SECOND
 RZ1818
 RZ1818.The horizontal coordinates were established by classical geodetic methods
 RZ1818.and adjusted by the National Geodetic Survey in July 1992..
 RZ1818
 RZ1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1818
 RZ1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1818
 RZ1818.The geoid height was determined by GEOID03.
 RZ1818
 RZ1818;                    North         East     Units Scale Factor Converg.
 RZ1818;SPC ID W     -   484,047.100   720,676.994   MT  1.00001066   -0 44 13.9
 RZ1818;SPC WA S     -    83,008.376   788,379.279   MT  0.99996310   +2 42 22.5
 RZ1818;SPC WA S     -   272,336.65  2,586,541.02   sFT  0.99996310   +2 42 22.5
 RZ1818;SPC OR N     -   268,042.075 2,788,396.341   MT  1.00000485   +2 38 31.7
 RZ1818;SPC OR N     -   879,403.13  9,148,281.96   iFT  1.00000485   +2 38 31.7
 RZ1818;UTM  11      - 5,096,168.031   517,460.788   MT  0.99960375   +0 09 44.3
 RZ1818
 RZ1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1818!SPC ID W     -   0.99978210  x   1.00001066  =   0.99979275
 RZ1818!SPC WA S     -   0.99978210  x   0.99996310  =   0.99974520
 RZ1818!SPC OR N     -   0.99978210  x   1.00000485  =   0.99978695
 RZ1818!UTM  11      -   0.99978210  x   0.99960375  =   0.99938593
 RZ1818
 RZ1818                          SUPERSEDED SURVEY CONTROL
 RZ1818
 RZ1818  NAD 83(1991)-  46 01 07.90808(N)    116 46 27.93220(W) AD(       ) 2
 RZ1818  NAD 83(1986)-  46 01 07.90854(N)    116 46 27.93103(W) AD(       ) 2
 RZ1818  NAD 27      -  46 01 08.36359(N)    116 46 24.40197(W) AD(       ) 2
 RZ1818  NGVD 29 (07/19/86) 1406.0    (m)         4613.     (f) VERT ANG       
 RZ1818
 RZ1818.Superseded values are not recommended for survey control.
 RZ1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1818.See file dsdata.txt to determine how the superseded data were derived.
 RZ1818
 RZ1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL1746196168(NAD 83)
 RZ1818_MARKER: Z = SEE DESCRIPTION
 RZ1818_SETTING: 0 = UNSPECIFIED SETTING
 RZ1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ1818
 RZ1818  HISTORY     - Date     Condition        Report By
 RZ1818  HISTORY     - 1945     MONUMENTED       CGS
 RZ1818
 RZ1818                          STATION DESCRIPTION
 RZ1818
 RZ1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RZ1818'THE STATION IS LOCATED ON FRYE POINT, ON THE LOWER AND E
 RZ1818'ELEVATION BETWEEN CHINA AND EAGLE CREEKS.
 RZ1818'
 RZ1818'AZIMUTH MARK IS A BRONZE AZIMUTH DISK IN OUTCROPPING BEDROCK.
 RZ1818'
 RZ1818'TO REACH THE STATION FROM FOREST, GO W FOR 1.2 MILES TO A LABOR
 RZ1818'CAMP AND A ROAD FORKS, KEEP RIGHT, W, FOR 1.2 MILES TO A
 RZ1818'RESERVOIR.  CONTINUE ON THE MAIN TRAVELED ROAD AROUND THE
 RZ1818'RESERVOIR FOR 5.8 MILES TO A SAWMILL SITE AND A CROSSROADS,
 RZ1818'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A ROAD FORKS AND A
 RZ1818'SIGN ON A TREE DEER CREEK SAWMILL 5, TAKE THE LEFT FORK AND GO
 RZ1818'2.3 MILES TO A T-INTERSECTION, TURN RIGHT AND GO 1.45 MILES TO
 RZ1818'ANOTHER T-INTERSECTION, KEEP RIGHT AND GO 1.65 MILES TO A
 RZ1818'T-ROAD INTERSECTION OPPOSITE A SIGN COMEGYS, KEEP RIGHT AND GO
 RZ1818'3.3 MILES TO CORRALS ON THE RIGHT, CONTINUE ON THE MAIN
 RZ1818'TRAVELED ROAD TO THE FORMER LOCATION OF ZAZA.  CONTINUE ON
 RZ1818'THE MAIN TRAVELED ROAD FOR 0.8 MILE TO A POINT WHERE THE
 RZ1818'SNAKE RIVER CANYON COMES INTO VIEW, CONTINUE FOR 0.55 MILE
 RZ1818'TO A ROAD FORKS, TAKE THE DIM FORK TO THE LEFT AND GO 1.35
 RZ1818'MILES TO A CABIN ON THE RIGHT AND A ROAD FORKS, TAKE THE
 RZ1818'RIGHT FORK AND GO 0.1 MILE, TURN RIGHT AND GO 0.2 MILE TO A
 RZ1818'ROAD FORKS, TAKE THE LEFT FORK AND GO 1.4 MILES TO THE
 RZ1818'FRYE POINT CABIN, PASS TO THE LEFT OF THE CABIN AND FOLLOW
 RZ1818'A DIM ROAD FOR 0.2 MILE TO TRIANGULATION STATION FRYE PT.
 RZ1818'FROM THIS POINT PROCEED ON FOOT SE ON A WELL DEFINED
 RZ1818'TRAIL FOR APPROXIMATELY 3/4 MILE TO A LONE PINE TREE ON
 RZ1818'THE RIGHT.  AT THIS POINT LEAVE THE TRAIL AND BEAR LEFT UP A
 RZ1818'STEEP SLOPE TO THE HIGHEST POINT AND THE STATION AS
 RZ1818'DESCRIBED.
 RZ1818'
 RZ1818'THE DISK IS STAMPED FRYE PT AZI 1945 AND IS FLUSH WITH THE
 RZ1818'SURFACE OF THE GROUND.
 RZ1818'
 RZ1818'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1045 ***********************************************************************
 NV1045  DESIGNATION -  FULLER
 NV1045  PID         -  NV1045
 NV1045  STATE/COUNTY-  ID/CASSIA
 NV1045  USGS QUAD   -  TRAPPER PEAK (1979)
 NV1045
 NV1045                         *CURRENT SURVEY CONTROL
 NV1045  ___________________________________________________________________
 NV1045* NAD 83(1994)-  42 13 52.49364(N)    114 09 50.90218(W)     ADJUSTED  
 NV1045* NAVD 88     -      2281.2    (meters)    7484.     (feet)  VERTCON   
 NV1045  ___________________________________________________________________
 NV1045  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 NV1045  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 NV1045
 NV1045  HORZ ORDER  -  FIRST
 NV1045
 NV1045.The horizontal coordinates were established by classical geodetic methods
 NV1045.and adjusted by the National Geodetic Survey in November 1997..
 NV1045
 NV1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1045
 NV1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1045
 NV1045.The geoid height was determined by GEOID03.
 NV1045
 NV1045;                    North         East     Units Scale Factor Converg.
 NV1045;SPC ID C     -    62,719.113   486,450.977   MT  0.99994963   -0 06 37.2
 NV1045;UTM  11      - 4,679,346.144   734,016.351   MT  1.00027388   +1 54 24.9
 NV1045
 NV1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1045!SPC ID C     -   0.99964463  x   0.99994963  =   0.99959428
 NV1045!UTM  11      -   0.99964463  x   1.00027388  =   0.99991841
 NV1045
 NV1045|---------------------------------------------------------------------|
 NV1045| PID    Reference Object                     Distance      Geod. Az  |
 NV1045|                                                           dddmmss.s |
 NV1045| CD5115 FULLER RM 1                           6.558 METERS 19517     |
 NV1045| CD5114 FULLER AZ MK                                       2614023.5 |
 NV1045| CD5116 FULLER RM 2                           6.038 METERS 27400     |
 NV1045|---------------------------------------------------------------------|
 NV1045
 NV1045                          SUPERSEDED SURVEY CONTROL
 NV1045
 NV1045  NAD 83(1992)-  42 13 52.49251(N)    114 09 50.90050(W) AD(       ) 1
 NV1045  NAD 83(1986)-  42 13 52.49160(N)    114 09 50.90009(W) AD(       ) 1
 NV1045  NAD 27      -  42 13 52.80400(N)    114 09 47.82700(W) AD(       ) 1
 NV1045  NGVD 29 (07/19/86) 2280.0    (m)         7480.     (f) VERT ANG       
 NV1045
 NV1045.Superseded values are not recommended for survey control.
 NV1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1045.See file dsdata.txt to determine how the superseded data were derived.
 NV1045
 NV1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG3401679346(NAD 83)
 NV1045_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1045
 NV1045  HISTORY     - Date     Condition        Report By
 NV1045  HISTORY     - 1947     MONUMENTED       CGS
 NV1045
 NV1045                          STATION DESCRIPTION
 NV1045
 NV1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1045'STATION IS ON THE HIGHEST PART OF A GRASSY HILL LOCALLY KNOWN
 NV1045'AS FULLER PEAK, IT IS ABOUT 17 MILES W. OF OAKLEY, ABOUT 7 MILES
 NV1045'N. OF BOSTETTER RANGER STATION, AND IT IS AT THE HEADWATERS OF
 NV1045'BIG CEDAR CANYON.
 NV1045'
 NV1045'STATION IS NOTE 1A, PROJECTS ABOUT 2 IN AND IS STAMPED FULLER
 NV1045'1947.  THERE IS A SUB-SURFACE DISK, NOTE 7A.
 NV1045'
 NV1045'REFERENCE MARK NO. 1 IS NOTE 11A, PROJECTS ABOUT 2 IN AND IS
 NV1045'STAMPED FULLER NO 1 1947.  IT IS ABOUT 18 IN LOWER THAN
 NV1045'THE STATION.
 NV1045'
 NV1045'REFERENCE MARK NO. 2 IS NOTE 11A, PROJECTS ABOUT 2 IN AND IS
 NV1045'STAMPED FULLER NO 2 1947.  IT IS ABOUT 12 IN LOWER THAN THE
 NV1045'STATION.
 NV1045'
 NV1045'AZIMUTH MARK IS NOTE 12A, FLUSH WITH THE GROUND AND STAMPED
 NV1045'FULLER 1947.  IT IS ABOUT 1/2 MILE W.S.W. OF THE STATION ABOUT
 NV1045'30 FEET N.W. OF THE N.W. RIM OF A BASIN, 50 STEPS E. OF A
 NV1045'BLADED ROAD, 75 FEET S.W. OF A SMALL DRAW.  THIS DRAW IS ABOUT
 NV1045'0.1 MILE S. OF A FORK MENTIONED IN THE TO REACH PART OF THE
 NV1045'DESCRIPTION BELOW.
 NV1045'
 NV1045'TO REACH FROM THE POST OFFICE IN OAKLEY, GO W. ON THE MAIN
 NV1045'STREET AND THE ROGERSON ROAD FOR 2.0 MILES TO THREE FORKS,
 NV1045'KEEP EXTREME LEFT AND GO 16.6 MILES ON THE MAIN TRAVELED ROAD
 NV1045'TO FORKS AND SIGN BOSTETTER R.S., BOSTETTER CAMP, ROGERSON,
 NV1045'KEEP RIGHT FOR 0.4 MILE TO FORK, KEEP RIGHT FOR 0.1 MILE TO
 NV1045'FORK JUST AFTER CROSSING CREEK, KEEP LEFT AND GO 4.45 MILES
 NV1045'ON THE MAIN TRAVELED ROAD TO FORK AND SIGN BASIN PATCH, COAL
 NV1045'PIT, ARTESION, KEEP RIGHT AND GO 1.15 MILES ON THE MAIN
 NV1045'TRAVELED ROAD TO THE AZIMUTH MARK AS DESCRIBED, CONTINUE FOR
 NV1045'0.1 MILE TO FORK, KEEP RIGHT FOR 0.2 MILE TO OPENING IN THE
 NV1045'TIMBER ON THE LEFT, HERE LEAVE THE ROAD AND GO UP STEEP
 NV1045'SLOPE TO THE NORTH AND THEN E. TO THE HIGHEST POINT AND
 NV1045'STATION AS DESCRIBED.  THIS LAST DISTANCE IS ABOUT 0.3 MILE
 NV1045'AND VERY STEEP IN PLACES, THEREFORE REQUIRING A 4 X 4
 NV1045'TRUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1648 ***********************************************************************
 NU1648  DESIGNATION -  FUNK
 NU1648  PID         -  NU1648
 NU1648  STATE/COUNTY-  ID/BINGHAM
 NU1648  USGS QUAD   -  AMERICAN FALLS NW (1971)
 NU1648
 NU1648                         *CURRENT SURVEY CONTROL
 NU1648  ___________________________________________________________________
 NU1648* NAD 83(1992)-  42 53 41.95613(N)    112 59 29.85163(W)     ADJUSTED  
 NU1648* NAVD 88     -      1430.5    (meters)    4693.     (feet)  VERTCON   
 NU1648  ___________________________________________________________________
 NU1648  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 NU1648  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 NU1648
 NU1648  HORZ ORDER  -  THIRD
 NU1648
 NU1648.The horizontal coordinates were established by classical geodetic methods
 NU1648.and adjusted by the National Geodetic Survey in July 1992..
 NU1648
 NU1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1648
 NU1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1648
 NU1648.The geoid height was determined by GEOID03.
 NU1648
 NU1648;                    North         East     Units Scale Factor Converg.
 NU1648;SPC ID E     -   136,763.367   132,620.991   MT  1.00000320   -0 33 41.5
 NU1648;UTM  12      - 4,751,077.585   337,387.253   MT  0.99992532   -1 21 21.3
 NU1648
 NU1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1648!SPC ID E     -   0.99977783  x   1.00000320  =   0.99978103
 NU1648!UTM  12      -   0.99977783  x   0.99992532  =   0.99970317
 NU1648
 NU1648|---------------------------------------------------------------------|
 NU1648| PID    Reference Object                     Distance      Geod. Az  |
 NU1648|                                                           dddmmss.s |
 NU1648| CM5609 FUNK RM 1                             6.945 METERS 04135     |
 NU1648| NU1638 ABERDEEN MUNICIPAL TANK             APPROX.13.8 KM 0662513.9 |
 NU1648| NU1643 AMERICAN FALLS POWER CO ELEV        APPROX.16.3 KM 1364258.9 |
 NU1648| NU1641 AMERICAN FALLS ABANDONED ELEV       APPROX.15.9 KM 1403434.2 |
 NU1648| CM5610 FUNK RM                              10.282 METERS 16151     |
 NU1648| CM5608 T6S R29 30E SECS 13 18 1/4 COR                     2555344.6 |
 NU1648|---------------------------------------------------------------------|
 NU1648
 NU1648                          SUPERSEDED SURVEY CONTROL
 NU1648
 NU1648  NAD 83(1986)-  42 53 41.95330(N)    112 59 29.84039(W) AD(       ) 3
 NU1648  NAD 27      -  42 53 42.27900(N)    112 59 26.83900(W) AD(       ) 3
 NU1648  NGVD 29 (07/19/86) 1429.4    (m)         4690.     (f) VERT ANG       
 NU1648
 NU1648.Superseded values are not recommended for survey control.
 NU1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1648.See file dsdata.txt to determine how the superseded data were derived.
 NU1648
 NU1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN3738751078(NAD 83)
 NU1648_MARKER: DB = BENCH MARK DISK
 NU1648_SETTING: 66 = SET IN ROCK OUTCROP
 NU1648
 NU1648  HISTORY     - Date     Condition        Report By
 NU1648  HISTORY     - 1950     MONUMENTED       USGS
 NU1648  HISTORY     - 1971     GOOD             USGS
 NU1648
 NU1648                          STATION DESCRIPTION
 NU1648
 NU1648'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (WRH)
 NU1648'STATION IS LOCATED, AIRLINE, 11 MILES NORTHWEST OF AMERICAN
 NU1648'FALLS, 9 MILES SOUTHWEST OF ABERDEEN, AND ON THE HIGHEST
 NU1648'PART OF A LOW ROCKY KNOLL THAT IS SURROUNDED BY CULTIVATED
 NU1648'FIELDS.
 NU1648'
 NU1648'STATION MARK, STAMPED FUNK 1934, IS A STANDARD USGS TRIANGULATION
 NU1648'BENCH MARK CEMENTED IN A DRILL HOLE IN OUTCROPPING LAVA BEDROCK
 NU1648'THAT IS FLUSH WITH THE GROUND.  IT IS 30.39 FEET WEST OF A
 NU1648'WITNESS POST.
 NU1648'
 NU1648'REFERENCE MARK NUMBER 1, STAMPED FUNK USGS NO 1 1950, IS A
 NU1648'STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 NU1648'12 INCHES IN DIAMETER AND PROJECTING 2 INCHES ABOVE THE GROUND.
 NU1648'IT IS THE SAME ELEVATION AS THE STATION.
 NU1648'
 NU1648'REFERENCE MARK NUMBER 2, STAMPED FUNK 1934, IS A STANDARD
 NU1648'USGS DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING LAVA BEDROCK
 NU1648'THAT IS FLUSH WITH THE GROUND AND IS 6 INCHES LOWER IN
 NU1648'ELEVATION THAN THE STATION MARK.
 NU1648'
 NU1648'GLO SECTION CORNER, STAMPED T 6 S, R 29 E, S 13, S 18, R 30 E,
 NU1648'S 24, S 19, WAS USED FOR THE AZIMUTH MARK.  IT IS A GENERAL
 NU1648'LAND OFFICE DISK RIVETED TO THE TOP OF A 3 INCH IRON PIPE
 NU1648'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 30 FEET
 NU1648'NORTHEAST OF A ROAD INTERSECTION.  TO REACH FROM THE STATION,
 NU1648'GO SOUTH FOR 0.2 MILE TO THE TRACK ROAD, TURN RIGHT AND FOLLOW
 NU1648'THE TRACK ROAD WEST FOR 1.0 MILE TO THE ROAD INTERSECTION AND
 NU1648'THE AZIMUTH MARK ON THE RIGHT.
 NU1648'
 NU1648'THE STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF
 NU1648'U.S. HIGHWAY 30W AND STATE HIGHWAY 39 IN AMERICAN FALLS, GO
 NU1648'WEST ON STATE HIGHWAY 39 FOR 6.8 MILES.  TURN LEFT ON PAVED
 NU1648'ROAD AND GO 5.7 MILES.  TURN RIGHT, NORTH, ON GRAVELED ROAD
 NU1648'AND GO 3.0 MILES.  TURN RIGHT, EAST, AND GO 1.0 MILE.  TURN LEFT
 NU1648'ON TRACK ROAD AND GO 0.2 MILE.  TURN LEFT, ACROSS FIELD, AND
 NU1648'GO 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 NU1648
 NU1648                          STATION RECOVERY (1971)
 NU1648
 NU1648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU1648'LOCATED 8.5 MI. N. AND 7.0 MI. W. OF AMERICAN FALLS, ON HIGH ROCKY
 NU1648'KNOLL.
 NU1648'
 NU1648'TO REACH FROM AMERICAN FALLS, FOLLOW STATE HIGHWAY 39 NW. FOR 3.1 MI.,
 NU1648'THENCE VIA COUNTY RDS. FOR 3.3 MI. W., THENCE 3.0 MI. N., THENCE 0.5
 NU1648'MI. W., THENCE 0.5 MI. N., THENCE 0.5 MI. E., THENCE 3.5 MI. N.,
 NU1648'THENCE 1.0 MI. W., THENCE 0.4 MI. NW. OVER GRAZING LAND TO STATION.
 NU1648'
 NU1648'STATION MARK--STANDARD TABLET STAMPED---FUNK 1934---, CEMENTED IN
 NU1648'LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0257 ***********************************************************************
 NU0257  DESIGNATION -  G
 NU0257  PID         -  NU0257
 NU0257  STATE/COUNTY-  ID/BANNOCK
 NU0257  USGS QUAD   -  DOWNEY WEST (1984)
 NU0257
 NU0257                         *CURRENT SURVEY CONTROL
 NU0257  ___________________________________________________________________
 NU0257* NAD 83(1986)-  42 25 37.     (N)    112 07 34.     (W)     SCALED    
 NU0257* NAVD 88     -      1481.738  (meters)    4861.34   (feet)  ADJUSTED  
 NU0257  ___________________________________________________________________
 NU0257  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 NU0257  DYNAMIC HT  -        1480.745 (meters)    4858.08  (feet)  COMP
 NU0257  MODELED GRAV-     979,899.8   (mgal)                       NAVD 88
 NU0257
 NU0257  VERT ORDER  -  FIRST     CLASS II
 NU0257
 NU0257.The horizontal coordinates were scaled from a topographic map and have
 NU0257.an estimated accuracy of +/- 6 seconds.
 NU0257
 NU0257.The orthometric height was determined by differential leveling
 NU0257.and adjusted by the National Geodetic Survey in June 1991..
 NU0257
 NU0257.The geoid height was determined by GEOID03.
 NU0257
 NU0257.The dynamic height is computed by dividing the NAVD 88
 NU0257.geopotential number by the normal gravity value computed on the
 NU0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0257.degrees latitude (g = 980.6199 gals.).
 NU0257
 NU0257.The modeled gravity was interpolated from observed gravity values.
 NU0257
 NU0257;                    North         East    Units  Estimated Accuracy
 NU0257;SPC ID E     -    84,440.      203,340.      MT  (+/- 180 meters Scaled)
 NU0257
 NU0257                          SUPERSEDED SURVEY CONTROL
 NU0257
 NU0257  NGVD 29 (??/??/92) 1480.64   (m)         4857.7    (f) COMPUTED    1 2
 NU0257
 NU0257.Superseded values are not recommended for survey control.
 NU0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0257.See file dsdata.txt to determine how the superseded data were derived.
 NU0257
 NU0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM073977(NAD 83)
 NU0257_MARKER: Q = CHISELED SQUARE
 NU0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0257_SP_SET: LIMESTONE POST
 NU0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0257+STABILITY: SURFACE MOTION
 NU0257
 NU0257  HISTORY     - Date     Condition        Report By
 NU0257  HISTORY     - UNK      MONUMENTED       CGS
 NU0257  HISTORY     - 1967     MARK NOT FOUND   NGS
 NU0257
 NU0257                          STATION DESCRIPTION
 NU0257
 NU0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0257'IN DOWNEY.
 NU0257'AT DOWNEY, BANNOCK COUNTY, ABOUT 300 FEET SOUTHEAST OF THE UNION
 NU0257'PACIFIC RAILROAD STATION, ABOUT 200 FEET SOUTHEAST OF THE FARMERS
 NU0257'NATIONAL WAREHOUSE CORP. PROPERTY, AT THE COMMERCIAL HOTEL, 110 FEET
 NU0257'SOUTH OF THE MAIN ENTRANCE, IN THE SOUTHWEST CORNER OF THE YARD, 3
 NU0257'FEET NORTH OF THE SOUTH FENCE, 2 FEET EAST OF THE WEST FENCE, 25 FEET
 NU0257'SOUTHEAST OF DOWNEY IDAHO STATE AUTO ASSOCIATION SIGN, AT A ROAD
 NU0257'INTERSECTION, 40 FEET NORTH OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 NU0257'ROAD.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS U S B M
 NU0257'IN THE TOP OF A LIMESTONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0500 ***********************************************************************
 SU0500  DESIGNATION -  G
 SU0500  PID         -  SU0500
 SU0500  STATE/COUNTY-  ID/SHOSHONE
 SU0500  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0500
 SU0500                         *CURRENT SURVEY CONTROL
 SU0500  ___________________________________________________________________
 SU0500* NAD 83(1992)-  47 27 37.33586(N)    115 43 24.56817(W)     ADJUSTED  
 SU0500* NAVD 88     -      1279.870  (meters)    4199.04   (feet)  ADJUSTED  
 SU0500  ___________________________________________________________________
 SU0500  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 SU0500  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 SU0500  DYNAMIC HT  -        1279.736 (meters)    4198.60  (feet)  COMP
 SU0500  MODELED GRAV-     980,462.8   (mgal)                       NAVD 88
 SU0500
 SU0500  HORZ ORDER  -  SECOND
 SU0500  VERT ORDER  -  SECOND    CLASS 0
 SU0500
 SU0500.The horizontal coordinates were established by classical geodetic methods
 SU0500.and adjusted by the National Geodetic Survey in July 1992..
 SU0500
 SU0500.The orthometric height was determined by differential leveling
 SU0500.and adjusted by the National Geodetic Survey in June 1991..
 SU0500
 SU0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0500
 SU0500.The geoid height was determined by GEOID03.
 SU0500
 SU0500.The dynamic height is computed by dividing the NAVD 88
 SU0500.geopotential number by the normal gravity value computed on the
 SU0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0500.degrees latitude (g = 980.6199 gals.).
 SU0500
 SU0500.The modeled gravity was interpolated from observed gravity values.
 SU0500
 SU0500;                    North         East     Units Scale Factor Converg.
 SU0500;SPC ID W     -   643,772.804   801,998.640   MT  0.99993338   +0 01 10.3
 SU0500;SPC MT       -   375,350.723   131,511.251   MT  0.99942314   -4 33 09.0
 SU0500;SPC MT       - 1,231,465.63    431,467.36   iFT  0.99942314   -4 33 09.0
 SU0500;UTM  11      - 5,257,115.277   596,209.907   MT  0.99971375   +0 56 26.2
 SU0500
 SU0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0500!SPC ID W     -   0.99980191  x   0.99993338  =   0.99973531
 SU0500!SPC MT       -   0.99980191  x   0.99942314  =   0.99922517
 SU0500!UTM  11      -   0.99980191  x   0.99971375  =   0.99951572
 SU0500
 SU0500                          SUPERSEDED SURVEY CONTROL
 SU0500
 SU0500  NAD 83(1986)-  47 27 37.33910(N)    115 43 24.55985(W) AD(       ) 2
 SU0500  NAD 27      -  47 27 37.58206(N)    115 43 20.99794(W) AD(       ) 2
 SU0500  NGVD 29 (??/??/92) 1278.649  (m)         4195.03   (f) ADJ UNCH    2 0
 SU0500
 SU0500.Superseded values are not recommended for survey control.
 SU0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0500.See file dsdata.txt to determine how the superseded data were derived.
 SU0500
 SU0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9621057115(NAD 83)
 SU0500_MARKER: DD = SURVEY DISK
 SU0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0500_STAMPING: G
 SU0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0500+STABILITY: SURFACE MOTION
 SU0500
 SU0500  HISTORY     - Date     Condition        Report By
 SU0500  HISTORY     - 1958     MONUMENTED       CGS
 SU0500  HISTORY     - 1958     GOOD             NGS
 SU0500  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0500
 SU0500                          STATION DESCRIPTION
 SU0500
 SU0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0500'SEE STATION IDA 90-98
 SU0500
 SU0500                          STATION RECOVERY (1958)
 SU0500
 SU0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 SU0500'4.4 MI E FROM MULLAN.
 SU0500'4.4 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE INTERSECTION OF BOULDER
 SU0500'CREEK ROAD AND U.S. 10 AT MULLAN, 125.14 FEET NORTHWEST OF IDA 90-98,
 SU0500'8.0 FEET NORTH OF THE EDGE OF PAVEMENT, SET IN THE TOP OF A ROUND
 SU0500'CONCRETE POST.
 SU0500
 SU0500                          STATION RECOVERY (1982)
 SU0500
 SU0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0046 ***********************************************************************
 NU0046  DESIGNATION -  G 1
 NU0046  PID         -  NU0046
 NU0046  STATE/COUNTY-  ID/BANNOCK
 NU0046  USGS QUAD   -  ARIMO (1968)
 NU0046
 NU0046                         *CURRENT SURVEY CONTROL
 NU0046  ___________________________________________________________________
 NU0046* NAD 83(1986)-  42 34 46.     (N)    112 10 44.     (W)     SCALED    
 NU0046* NAVD 88     -      1440.749  (meters)    4726.86   (feet)  ADJUSTED  
 NU0046  ___________________________________________________________________
 NU0046  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 NU0046  DYNAMIC HT  -        1439.838 (meters)    4723.87  (feet)  COMP
 NU0046  MODELED GRAV-     979,938.9   (mgal)                       NAVD 88
 NU0046
 NU0046  VERT ORDER  -  FIRST     CLASS I
 NU0046
 NU0046.The horizontal coordinates were scaled from a topographic map and have
 NU0046.an estimated accuracy of +/- 6 seconds.
 NU0046
 NU0046.The orthometric height was determined by differential leveling
 NU0046.and adjusted by the National Geodetic Survey in June 1991..
 NU0046
 NU0046.The geoid height was determined by GEOID03.
 NU0046
 NU0046.The dynamic height is computed by dividing the NAVD 88
 NU0046.geopotential number by the normal gravity value computed on the
 NU0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0046.degrees latitude (g = 980.6199 gals.).
 NU0046
 NU0046.The modeled gravity was interpolated from observed gravity values.
 NU0046
 NU0046;                    North         East    Units  Estimated Accuracy
 NU0046;SPC ID E     -   101,380.      199,000.      MT  (+/- 180 meters Scaled)
 NU0046
 NU0046                          SUPERSEDED SURVEY CONTROL
 NU0046
 NU0046  NGVD 29 (??/??/92) 1439.677  (m)         4723.34   (f) ADJ UNCH    1 1
 NU0046
 NU0046.Superseded values are not recommended for survey control.
 NU0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0046.See file dsdata.txt to determine how the superseded data were derived.
 NU0046
 NU0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN032147(NAD 83)
 NU0046_MARKER: Q = CHISELED SQUARE
 NU0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0046_SP_SET: CULVERT
 NU0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0046
 NU0046  HISTORY     - Date     Condition        Report By
 NU0046  HISTORY     - UNK      MONUMENTED       CGS
 NU0046  HISTORY     - 1967     GOOD             NGS
 NU0046
 NU0046                          STATION DESCRIPTION
 NU0046
 NU0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0046'1.3 MI N FROM ARIMO.
 NU0046'1.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0046'ARIMO, NEAR MILEPOLE 106, IN THE TOP AND 0.9 FOOT SOUTH OF THE NORTH
 NU0046'END OF THE WEST CONCRETE HEAD WALL OF CONCRETE BOX CULVERT 106.0, 10.5
 NU0046'FEET WEST OF THE WEST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0118 ***********************************************************************
 TO0118  DESIGNATION -  G 10
 TO0118  PID         -  TO0118
 TO0118  STATE/COUNTY-  ID/BONNER
 TO0118  USGS QUAD   -  ELMIRA (1989)
 TO0118
 TO0118                         *CURRENT SURVEY CONTROL
 TO0118  ___________________________________________________________________
 TO0118* NAD 83(1986)-  48 28 48.     (N)    116 27 42.     (W)     SCALED    
 TO0118* NAVD 88     -       656.037  (meters)    2152.35   (feet)  ADJUSTED  
 TO0118  ___________________________________________________________________
 TO0118  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 TO0118  DYNAMIC HT  -         656.093 (meters)    2152.53  (feet)  COMP
 TO0118  MODELED GRAV-     980,675.9   (mgal)                       NAVD 88
 TO0118
 TO0118  VERT ORDER  -  FIRST     CLASS II
 TO0118
 TO0118.The horizontal coordinates were scaled from a topographic map and have
 TO0118.an estimated accuracy of +/- 6 seconds.
 TO0118
 TO0118.The orthometric height was determined by differential leveling
 TO0118.and adjusted by the National Geodetic Survey in June 1991..
 TO0118.WARNING-Repeat measurements at this control monument indicate possible
 TO0118.vertical movement.
 TO0118
 TO0118.The geoid height was determined by GEOID03.
 TO0118
 TO0118.The dynamic height is computed by dividing the NAVD 88
 TO0118.geopotential number by the normal gravity value computed on the
 TO0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0118.degrees latitude (g = 980.6199 gals.).
 TO0118
 TO0118.The modeled gravity was interpolated from observed gravity values.
 TO0118
 TO0118;                    North         East    Units  Estimated Accuracy
 TO0118;SPC ID W     -   757,380.      747,390.      MT  (+/- 180 meters Scaled)
 TO0118
 TO0118                          SUPERSEDED SURVEY CONTROL
 TO0118
 TO0118  NGVD 29 (??/??/92)  654.895  (m)         2148.60   (f) ADJ UNCH    1 2
 TO0118
 TO0118.Superseded values are not recommended for survey control.
 TO0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0118.See file dsdata.txt to determine how the superseded data were derived.
 TO0118
 TO0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP397697(NAD 83)
 TO0118_MARKER: P = PIPE CAP
 TO0118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0118_STAMPING: 2148.759 G 10 1914
 TO0118_PROJECTION: PROJECTING 15 CENTIMETERS
 TO0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0118
 TO0118  HISTORY     - Date     Condition        Report By
 TO0118  HISTORY     - 1914     MONUMENTED       CGS
 TO0118  HISTORY     - 1944     GOOD             NGS
 TO0118  HISTORY     - 1980     GOOD             NGS
 TO0118
 TO0118                          STATION DESCRIPTION
 TO0118
 TO0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0118'IN ELMIRA.
 TO0118'AT ELMIRA, 0.2 MILE NORTH ALONG THE SPOKANE INTERNATIONAL RAILROAD
 TO0118'FROM THE STATION, 3.5 RAILS NORTH OF THE PUBLIC ROAD CROSSING, 53.6
 TO0118'FEET SOUTH OF THE THIRD POLE NORTH OF MILEPOST NO. 90, 36.8 FEET EAST
 TO0118'OF THE EAST RAIL OF TRACK, 1.5 FEET EAST OF REFERENCE POST.  BRONZE
 TO0118'BENCH MARK CAP ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING ABOUT 0.8
 TO0118'FOOT ABOVE THE GROUND.
 TO0118
 TO0118                          STATION RECOVERY (1980)
 TO0118
 TO0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0118'25.3 KILOMETERS (15.65 MILES) NORTH ALONG U.S. HIGHWAY 2 AND 95 FROM
 TO0118'THE SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, THENCE 0.2
 TO0118'KILOMETER (0.1 MILE) EAST ACROSS THE BURLINGTON NORTHERN RAILWAY TO A
 TO0118'GRAVEL ROAD CROSSING THE SPOKANE INTERNATIONAL RAILWAY, 40.3 METERS
 TO0118'(132 FEET) NORTH OF THE CENTERLINE OF THE GRAVEL ROAD CROSSING, 25.5
 TO0118'METERS (83.5 FEET) SOUTH OF A TELEGRAPH POLE, 11.1 METERS (36.5 FEET)
 TO0118'EAST OF THE EAST RAIL OF THE SPOKANE INTERNATIONAL TRACKS, 1.8 METERS
 TO0118'(6.0 FEET) WEST OF A NORTHWEST CORNER FENCE POST.
 TO0118'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 TO0118'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0394 ***********************************************************************
 NU0394  DESIGNATION -  G 100
 NU0394  PID         -  NU0394
 NU0394  STATE/COUNTY-  ID/ONEIDA
 NU0394  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0394
 NU0394                         *CURRENT SURVEY CONTROL
 NU0394  ___________________________________________________________________
 NU0394* NAD 83(1986)-  42 07 56.     (N)    112 13 56.     (W)     SCALED    
 NU0394* NAVD 88     -      1346.278  (meters)    4416.91   (feet)  ADJUSTED  
 NU0394  ___________________________________________________________________
 NU0394  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 NU0394  DYNAMIC HT  -        1345.374 (meters)    4413.95  (feet)  COMP
 NU0394  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 NU0394
 NU0394  VERT ORDER  -  SECOND    CLASS 0
 NU0394
 NU0394.The horizontal coordinates were scaled from a topographic map and have
 NU0394.an estimated accuracy of +/- 6 seconds.
 NU0394
 NU0394.The orthometric height was determined by differential leveling
 NU0394.and adjusted by the National Geodetic Survey in June 1991..
 NU0394
 NU0394.The geoid height was determined by GEOID03.
 NU0394
 NU0394.The dynamic height is computed by dividing the NAVD 88
 NU0394.geopotential number by the normal gravity value computed on the
 NU0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0394.degrees latitude (g = 980.6199 gals.).
 NU0394
 NU0394.The modeled gravity was interpolated from observed gravity values.
 NU0394
 NU0394;                    North         East    Units  Estimated Accuracy
 NU0394;SPC ID E     -    51,710.      194,580.      MT  (+/- 180 meters Scaled)
 NU0394
 NU0394                          SUPERSEDED SURVEY CONTROL
 NU0394
 NU0394  NGVD 29 (??/??/92) 1345.213  (m)         4413.42   (f) ADJ UNCH    2 0
 NU0394
 NU0394.Superseded values are not recommended for survey control.
 NU0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0394.See file dsdata.txt to determine how the superseded data were derived.
 NU0394
 NU0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM981651(NAD 83)
 NU0394_MARKER: DB = BENCH MARK DISK
 NU0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0394_STAMPING: G 100 1960
 NU0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0394+STABILITY: SURFACE MOTION
 NU0394
 NU0394  HISTORY     - Date     Condition        Report By
 NU0394  HISTORY     - 1960     MONUMENTED       CGS
 NU0394
 NU0394                          STATION DESCRIPTION
 NU0394
 NU0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0394'3.6 MI S FROM MALAD CITY.
 NU0394'3.6 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM ITS JUNCTION WITH STATE
 NU0394'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, 51 FEET WEST FROM THE CENTER
 NU0394'OF THE PRESENT HIGHWAY, 48 FEET EAST FROM THE EAST RAIL OF THE UNION
 NU0394'PACIFIC RAILROAD, 4.8 FEET WEST OF THE RIGHT OF WAY FENCE, 3.5 FEET
 NU0394'SOUTHEAST FROM A METAL WITNESS POST WITH SIGN, SET IN A CYLDRICAL
 NU0394'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1274 ***********************************************************************
 NU1274  DESIGNATION -  G 101
 NU1274  PID         -  NU1274
 NU1274  STATE/COUNTY-  ID/CASSIA
 NU1274  USGS QUAD   -  RUPERT SE (1978)
 NU1274
 NU1274                         *CURRENT SURVEY CONTROL
 NU1274  ___________________________________________________________________
 NU1274* NAD 83(1986)-  42 34 06.     (N)    113 34 18.     (W)     SCALED    
 NU1274* NAVD 88     -      1306.012  (meters)    4284.81   (feet)  ADJUSTED  
 NU1274  ___________________________________________________________________
 NU1274  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU1274  DYNAMIC HT  -        1305.271 (meters)    4282.38  (feet)  COMP
 NU1274  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 NU1274
 NU1274  VERT ORDER  -  SECOND    CLASS 0
 NU1274
 NU1274.The horizontal coordinates were scaled from a topographic map and have
 NU1274.an estimated accuracy of +/- 6 seconds.
 NU1274
 NU1274.The orthometric height was determined by differential leveling
 NU1274.and adjusted by the National Geodetic Survey in June 1991..
 NU1274
 NU1274.The geoid height was determined by GEOID03.
 NU1274
 NU1274.The dynamic height is computed by dividing the NAVD 88
 NU1274.geopotential number by the normal gravity value computed on the
 NU1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1274.degrees latitude (g = 980.6199 gals.).
 NU1274
 NU1274.The modeled gravity was interpolated from observed gravity values.
 NU1274
 NU1274;                    North         East    Units  Estimated Accuracy
 NU1274;SPC ID C     -   100,240.      535,170.      MT  (+/- 180 meters Scaled)
 NU1274
 NU1274                          SUPERSEDED SURVEY CONTROL
 NU1274
 NU1274  NGVD 29 (??/??/92) 1305.045  (m)         4281.64   (f) ADJ UNCH    2 0
 NU1274
 NU1274.Superseded values are not recommended for survey control.
 NU1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1274.See file dsdata.txt to determine how the superseded data were derived.
 NU1274
 NU1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN889160(NAD 83)
 NU1274_MARKER: DB = BENCH MARK DISK
 NU1274_SETTING: 66 = SET IN ROCK OUTCROP
 NU1274_SP_SET: BEDROCK
 NU1274_STAMPING: G 101 1960
 NU1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1274+STABILITY: POSITION/ELEVATION WELL
 NU1274
 NU1274  HISTORY     - Date     Condition        Report By
 NU1274  HISTORY     - 1960     MONUMENTED       CGS
 NU1274  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU1274
 NU1274                          STATION DESCRIPTION
 NU1274
 NU1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1274'5.85 MI NE FROM DECLO.
 NU1274'3.35 MILES NORTH ON STATE HIGHWAY 77 FROM DECLO TO THE JUNCTION OF
 NU1274'INTERSTATE HIGHWAY 80N, THENCE 2.5 MILE EAST ALONG INTERSTATE HIGHWAY
 NU1274'80N, 53 FEET NORTH OF A FENCE LINE, 45 FEET SOUTH OF THE CENTERLINE OF
 NU1274'THE EAST BOUND TRAFFIC LANE, 5 FEET SOUTHWEST OF A METAL WITNESS POST
 NU1274'WITH SIGN, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND AND
 NU1274'ABOUT 3 FEET ABOVE THE HIGHWAY.
 NU1274
 NU1274                          STATION RECOVERY (1983)
 NU1274
 NU1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1274'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NU1274'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1039 ***********************************************************************
 NU1039  DESIGNATION -  G 102
 NU1039  PID         -  NU1039
 NU1039  STATE/COUNTY-  ID/CASSIA
 NU1039  USGS QUAD   -  SUBLETT (1985)
 NU1039
 NU1039                         *CURRENT SURVEY CONTROL
 NU1039  ___________________________________________________________________
 NU1039* NAD 83(1986)-  42 15 51.     (N)    113 07 34.     (W)     SCALED    
 NU1039* NAVD 88     -      1540.124  (meters)    5052.89   (feet)  ADJUSTED  
 NU1039  ___________________________________________________________________
 NU1039  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NU1039  DYNAMIC HT  -        1539.096 (meters)    5049.52  (feet)  COMP
 NU1039  MODELED GRAV-     979,900.0   (mgal)                       NAVD 88
 NU1039
 NU1039  VERT ORDER  -  SECOND    CLASS 0
 NU1039
 NU1039.The horizontal coordinates were scaled from a topographic map and have
 NU1039.an estimated accuracy of +/- 6 seconds.
 NU1039
 NU1039.The orthometric height was determined by differential leveling
 NU1039.and adjusted by the National Geodetic Survey in June 1991..
 NU1039
 NU1039.The geoid height was determined by GEOID03.
 NU1039
 NU1039.The dynamic height is computed by dividing the NAVD 88
 NU1039.geopotential number by the normal gravity value computed on the
 NU1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1039.degrees latitude (g = 980.6199 gals.).
 NU1039
 NU1039.The modeled gravity was interpolated from observed gravity values.
 NU1039
 NU1039;                    North         East    Units  Estimated Accuracy
 NU1039;SPC ID C     -    66,730.      572,100.      MT  (+/- 180 meters Scaled)
 NU1039
 NU1039                          SUPERSEDED SURVEY CONTROL
 NU1039
 NU1039  NGVD 29 (??/??/92) 1539.030  (m)         5049.30   (f) ADJ UNCH    2 0
 NU1039
 NU1039.Superseded values are not recommended for survey control.
 NU1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1039.See file dsdata.txt to determine how the superseded data were derived.
 NU1039
 NU1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM246812(NAD 83)
 NU1039_MARKER: DB = BENCH MARK DISK
 NU1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1039_STAMPING: G 102 1960
 NU1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1039+STABILITY: SURFACE MOTION
 NU1039
 NU1039  HISTORY     - Date     Condition        Report By
 NU1039  HISTORY     - 1960     MONUMENTED       CGS
 NU1039
 NU1039                          STATION DESCRIPTION
 NU1039
 NU1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1039'16.3 MI SE FROM MALTA.
 NU1039'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1039'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A GRAVEL ROAD, THENCE 2.3
 NU1039'MILES SOUTH, THENCE 3.4 MILES SOUTHEAST ON GRAVEL ROAD LEADING TO
 NU1039'JUNIPER, 21 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4.9 FEET
 NU1039'SOUTHWEST OF A METAL WITNESS POST WITH SIGN, 4.2 FEET NORTH OF A FENCE
 NU1039'LINE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1185 ***********************************************************************
 NU1185  DESIGNATION -  G 103
 NU1185  PID         -  NU1185
 NU1185  STATE/COUNTY-  ID/MINIDOKA
 NU1185  USGS QUAD   -  BURLEY SE (1978)
 NU1185
 NU1185                         *CURRENT SURVEY CONTROL
 NU1185  ___________________________________________________________________
 NU1185* NAD 83(1986)-  42 34 36.     (N)    113 52 20.     (W)     SCALED    
 NU1185* NAVD 88     -      1287.807  (meters)    4225.08   (feet)  ADJUSTED  
 NU1185  ___________________________________________________________________
 NU1185  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 NU1185  DYNAMIC HT  -        1287.093 (meters)    4222.74  (feet)  COMP
 NU1185  MODELED GRAV-     980,021.1   (mgal)                       NAVD 88
 NU1185
 NU1185  VERT ORDER  -  SECOND    CLASS 0
 NU1185
 NU1185.The horizontal coordinates were scaled from a topographic map and have
 NU1185.an estimated accuracy of +/- 6 seconds.
 NU1185
 NU1185.The orthometric height was determined by differential leveling
 NU1185.and adjusted by the National Geodetic Survey in June 1991..
 NU1185
 NU1185.The geoid height was determined by GEOID03.
 NU1185
 NU1185.The dynamic height is computed by dividing the NAVD 88
 NU1185.geopotential number by the normal gravity value computed on the
 NU1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1185.degrees latitude (g = 980.6199 gals.).
 NU1185
 NU1185.The modeled gravity was interpolated from observed gravity values.
 NU1185
 NU1185;                    North         East    Units  Estimated Accuracy
 NU1185;SPC ID C     -   101,080.      510,490.      MT  (+/- 180 meters Scaled)
 NU1185
 NU1185                          SUPERSEDED SURVEY CONTROL
 NU1185
 NU1185  NGVD 29 (??/??/92) 1286.852  (m)         4221.95   (f) ADJ UNCH    2 0
 NU1185
 NU1185.Superseded values are not recommended for survey control.
 NU1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1185.See file dsdata.txt to determine how the superseded data were derived.
 NU1185
 NU1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN642178(NAD 83)
 NU1185_MARKER: DB = BENCH MARK DISK
 NU1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1185_STAMPING: G 103 1960
 NU1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1185+STABILITY: SURFACE MOTION
 NU1185
 NU1185  HISTORY     - Date     Condition        Report By
 NU1185  HISTORY     - 1960     MONUMENTED       CGS
 NU1185
 NU1185                          STATION DESCRIPTION
 NU1185
 NU1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1185'6.5 MI SW FROM PAUL.
 NU1185'2.0 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE HIGHWAY
 NU1185'25 AT PAUL TO ROAD 300 SOUTH, THENCE 4.5 MILES WEST TO ROAD 1050 WEST,
 NU1185'0.3 MILE SOUTHWEST OF A FEDERAL AVIATION AGENCY VORTAC, 120 FEET NORTH
 NU1185'OF THE RIGHT-OF-WAY CENTERLINE FOR INTERSTATE HIGHWAY 80N, 2 FEET WEST
 NU1185'OF A METAL WITNESS POST WITH SIGN, 2.4 FEET SOUTH OF A POWER POLE, SET
 NU1185'IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND ON THE NORTH
 NU1185'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0673 ***********************************************************************
 NU0673  DESIGNATION -  G 103
 NU0673  PID         -  NU0673
 NU0673  STATE/COUNTY-  ID/POWER
 NU0673  USGS QUAD   -  AMERICAN FALLS SW (1971)
 NU0673
 NU0673                         *CURRENT SURVEY CONTROL
 NU0673  ___________________________________________________________________
 NU0673* NAD 83(1986)-  42 48 39.     (N)    112 53 41.     (W)     SCALED    
 NU0673* NAVD 88     -      1341.908  (meters)    4402.58   (feet)  ADJUSTED  
 NU0673  ___________________________________________________________________
 NU0673  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 NU0673  DYNAMIC HT  -        1341.153 (meters)    4400.10  (feet)  COMP
 NU0673  MODELED GRAV-     980,011.3   (mgal)                       NAVD 88
 NU0673
 NU0673  VERT ORDER  -  SECOND    CLASS 0
 NU0673
 NU0673.The horizontal coordinates were scaled from a topographic map and have
 NU0673.an estimated accuracy of +/- 6 seconds.
 NU0673
 NU0673.The orthometric height was determined by differential leveling
 NU0673.and adjusted by the National Geodetic Survey in June 1991..
 NU0673
 NU0673.The geoid height was determined by GEOID03.
 NU0673
 NU0673.The dynamic height is computed by dividing the NAVD 88
 NU0673.geopotential number by the normal gravity value computed on the
 NU0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0673.degrees latitude (g = 980.6199 gals.).
 NU0673
 NU0673.The modeled gravity was interpolated from observed gravity values.
 NU0673
 NU0673;                    North         East    Units  Estimated Accuracy
 NU0673;SPC ID E     -   127,340.      140,460.      MT  (+/- 180 meters Scaled)
 NU0673
 NU0673                          SUPERSEDED SURVEY CONTROL
 NU0673
 NU0673  NGVD 29 (??/??/92) 1340.888  (m)         4399.23   (f) ADJ UNCH    2 0
 NU0673
 NU0673.Superseded values are not recommended for survey control.
 NU0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0673.See file dsdata.txt to determine how the superseded data were derived.
 NU0673
 NU0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN450415(NAD 83)
 NU0673_MARKER: DD = SURVEY DISK
 NU0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0673_STAMPING: 103
 NU0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0673+STABILITY: SURFACE MOTION
 NU0673
 NU0673  HISTORY     - Date     Condition        Report By
 NU0673  HISTORY     - UNK      MONUMENTED       IDGS
 NU0673  HISTORY     - 1958     GOOD             NGS
 NU0673  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0673
 NU0673                          STATION DESCRIPTION
 NU0673
 NU0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0673'4.2 MI NW FROM AMERICAN FALLS.
 NU0673'4.2 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 NU0673'AMERICAN FALLS, 0.1 MILE SOUTH OF THE CROSSING OF SPRING HOLLOW GULCH,
 NU0673'AT THE SUMMIT OF A RIDGE, 54 1/2 FEET EAST OF THE CENTER LINE OF THE
 NU0673'HIGHWAY, 386 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD LEADING
 NU0673'EAST TO THE AMERICAN FALLS RESERVOIR, 5.8 FEET WEST OF A FENCE, 1.7
 NU0673'FEET WEST OF A WITNESS POST, 5 FEET HIGHER THAN THE HIGHWAY, AND SET
 NU0673'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 NU0673'NOTE-- IT HAS PROBABLY BEEN DESTROYED BY CONSTRUCTION WHEN THE HIGHWAY
 NU0673'WAS REBUILT.
 NU0673
 NU0673                          STATION RECOVERY (1971)
 NU0673
 NU0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0121 ***********************************************************************
 NW0121  DESIGNATION -  G 106
 NW0121  PID         -  NW0121
 NW0121  STATE/COUNTY-  ID/OWYHEE
 NW0121  USGS QUAD   -  JORDAN VALLEY (1969)
 NW0121
 NW0121                         *CURRENT SURVEY CONTROL
 NW0121  ___________________________________________________________________
 NW0121* NAD 83(1986)-  42 53 56.     (N)    117 00 12.     (W)     SCALED    
 NW0121* NAVD 88     -      1366.724  (meters)    4483.99   (feet)  ADJUSTED  
 NW0121  ___________________________________________________________________
 NW0121  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 NW0121  DYNAMIC HT  -        1365.976 (meters)    4481.54  (feet)  COMP
 NW0121  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 NW0121
 NW0121  VERT ORDER  -  SECOND    CLASS 0
 NW0121
 NW0121.The horizontal coordinates were scaled from a topographic map and have
 NW0121.an estimated accuracy of +/- 6 seconds.
 NW0121
 NW0121.The orthometric height was determined by differential leveling
 NW0121.and adjusted by the National Geodetic Survey in June 1991..
 NW0121
 NW0121.The geoid height was determined by GEOID03.
 NW0121
 NW0121.The dynamic height is computed by dividing the NAVD 88
 NW0121.geopotential number by the normal gravity value computed on the
 NW0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0121.degrees latitude (g = 980.6199 gals.).
 NW0121
 NW0121.The modeled gravity was interpolated from observed gravity values.
 NW0121
 NW0121;                    North         East    Units  Estimated Accuracy
 NW0121;SPC ID W     -   137,630.      697,640.      MT  (+/- 180 meters Scaled)
 NW0121
 NW0121                          SUPERSEDED SURVEY CONTROL
 NW0121
 NW0121  NGVD 29 (??/??/92) 1365.66   (m)         4480.5    (f) COMPUTED    2 0
 NW0121
 NW0121.Superseded values are not recommended for survey control.
 NW0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0121.See file dsdata.txt to determine how the superseded data were derived.
 NW0121
 NW0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH997495(NAD 83)
 NW0121_MARKER: DB = BENCH MARK DISK
 NW0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NW0121_SP_SET: FOUNDATION
 NW0121_STAMPING: G 106 1963
 NW0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0121
 NW0121  HISTORY     - Date     Condition        Report By
 NW0121  HISTORY     - 1963     MONUMENTED       CGS
 NW0121  HISTORY     - 1969     MARK NOT FOUND   USGS
 NW0121
 NW0121                          STATION DESCRIPTION
 NW0121
 NW0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0121'7.85 MI SE FROM JORDAN VALLEY, OR.
 NW0121'7.85 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY
 NW0121'HOTEL AT JORDAN VALLEY, 0.25 MILE SOUTHEAST OF THE JUNCTION OF A DIRT
 NW0121'ROAD LEADING EAST, 96 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 NW0121'IN THE TOP OF THE SOUTH CORNER OF A 3 BY 3-FOOT CONCRETE FOUNDATION OF
 NW0121'A WELL IN A SCHOOL YARD, 27 FEET NORTH OF THE WEST-NORTHWEST CORNER OF
 NW0121'THE SCHOOL BUILDING, 1.2 FEET SOUTH OF THE 8-INCH WELL CASING, AND
 NW0121'ABOUT LEVEL WITH THE ROAD.  NOTE-- THE BM IS SET ON THE FOUNDATION OF
 NW0121'A WATER WELL AND A NEW HOUSEING HAS BEEN CONSTRUCTED AROUND THE WELL.
 NW0121'IT IS NO LONGER POSSIBLE TO GET AT THE BM.
 NW0121
 NW0121                          STATION RECOVERY (1969)
 NW0121
 NW0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NW0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0679 ***********************************************************************
 NU0679  DESIGNATION -  G 106
 NU0679  PID         -  NU0679
 NU0679  STATE/COUNTY-  ID/BINGHAM
 NU0679  USGS QUAD   -  AMERICAN FALLS SW (1971)
 NU0679
 NU0679                         *CURRENT SURVEY CONTROL
 NU0679  ___________________________________________________________________
 NU0679* NAD 83(1986)-  42 52 21.     (N)    112 53 20.     (W)     SCALED    
 NU0679* NAVD 88     -      1361.111  (meters)    4465.58   (feet)  ADJUSTED  
 NU0679  ___________________________________________________________________
 NU0679  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 NU0679  DYNAMIC HT  -        1360.347 (meters)    4463.07  (feet)  COMP
 NU0679  MODELED GRAV-     980,012.0   (mgal)                       NAVD 88
 NU0679
 NU0679  VERT ORDER  -  SECOND    CLASS 0
 NU0679
 NU0679.The horizontal coordinates were scaled from a topographic map and have
 NU0679.an estimated accuracy of +/- 6 seconds.
 NU0679
 NU0679.The orthometric height was determined by differential leveling
 NU0679.and adjusted by the National Geodetic Survey in June 1991..
 NU0679
 NU0679.The geoid height was determined by GEOID03.
 NU0679
 NU0679.The dynamic height is computed by dividing the NAVD 88
 NU0679.geopotential number by the normal gravity value computed on the
 NU0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0679.degrees latitude (g = 980.6199 gals.).
 NU0679
 NU0679.The modeled gravity was interpolated from observed gravity values.
 NU0679
 NU0679;                    North         East    Units  Estimated Accuracy
 NU0679;SPC ID E     -   134,190.      140,990.      MT  (+/- 180 meters Scaled)
 NU0679
 NU0679                          SUPERSEDED SURVEY CONTROL
 NU0679
 NU0679  NGVD 29 (??/??/92) 1360.087  (m)         4462.22   (f) ADJ UNCH    2 0
 NU0679
 NU0679.Superseded values are not recommended for survey control.
 NU0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0679.See file dsdata.txt to determine how the superseded data were derived.
 NU0679
 NU0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN457483(NAD 83)
 NU0679_MARKER: DB = BENCH MARK DISK
 NU0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0679_STAMPING: 106
 NU0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0679+STABILITY: SURFACE MOTION
 NU0679
 NU0679  HISTORY     - Date     Condition        Report By
 NU0679  HISTORY     - UNK      MONUMENTED       IDGS
 NU0679  HISTORY     - 1958     GOOD             NGS
 NU0679
 NU0679                          STATION DESCRIPTION
 NU0679
 NU0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0679'7.1 MI SW FROM ABERDEEN.
 NU0679'4.7 MILES SOUTH AND SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 NU0679'OFFICE AT ABERDEEN, THENCE 1.0 MILE WEST ALONG HOMESTEAD ROAD, THENCE
 NU0679'1.4 MILES SOUTH ALONG A GRAVEL ROAD, AT THE SUMMIT OF A HILL, 37 FEET
 NU0679'EAST OF THE CENTER LINE OF THE ROAD, 60.985 FEET EAST AND ACROSS THE
 NU0679'ROAD FROM TRIANGULATION STATION RINGE, 41 FEET SOUTH OF A POWER POLE
 NU0679'BEARING A TRIANGULAR BLAZE, 10.6 FEET EAST OF A FENCE, 1.6 FEET WEST
 NU0679'OF A WITNESS POST, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 NU0679'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0076 ***********************************************************************
 NW0076  DESIGNATION -  G 107
 NW0076  PID         -  NW0076
 NW0076  STATE/COUNTY-  ID/OWYHEE
 NW0076  USGS QUAD   -  RED BASIN (1973)
 NW0076
 NW0076                         *CURRENT SURVEY CONTROL
 NW0076  ___________________________________________________________________
 NW0076* NAD 83(1986)-  42 16 51.     (N)    116 52 10.     (W)     SCALED    
 NW0076* NAVD 88     -      1484.026  (meters)    4868.84   (feet)  ADJUSTED  
 NW0076  ___________________________________________________________________
 NW0076  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 NW0076  DYNAMIC HT  -        1483.020 (meters)    4865.54  (feet)  COMP
 NW0076  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 NW0076
 NW0076  VERT ORDER  -  SECOND    CLASS 0
 NW0076
 NW0076.The horizontal coordinates were scaled from a topographic map and have
 NW0076.an estimated accuracy of +/- 6 seconds.
 NW0076
 NW0076.The orthometric height was determined by differential leveling
 NW0076.and adjusted by the National Geodetic Survey in June 1991..
 NW0076
 NW0076.The geoid height was determined by GEOID03.
 NW0076
 NW0076.The dynamic height is computed by dividing the NAVD 88
 NW0076.geopotential number by the normal gravity value computed on the
 NW0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0076.degrees latitude (g = 980.6199 gals.).
 NW0076
 NW0076.The modeled gravity was interpolated from observed gravity values.
 NW0076
 NW0076;                    North         East    Units  Estimated Accuracy
 NW0076;SPC ID W     -    68,820.      707,670.      MT  (+/- 180 meters Scaled)
 NW0076
 NW0076                          SUPERSEDED SURVEY CONTROL
 NW0076
 NW0076  NGVD 29 (??/??/92) 1482.855  (m)         4865.00   (f) ADJ UNCH    2 0
 NW0076
 NW0076.Superseded values are not recommended for survey control.
 NW0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0076.See file dsdata.txt to determine how the superseded data were derived.
 NW0076
 NW0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG107809(NAD 83)
 NW0076_MARKER: DB = BENCH MARK DISK
 NW0076_SETTING: 66 = SET IN ROCK OUTCROP
 NW0076_SP_SET: OUTCROP
 NW0076_STAMPING: G 107 1963
 NW0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0076+STABILITY: POSITION/ELEVATION WELL
 NW0076
 NW0076  HISTORY     - Date     Condition        Report By
 NW0076  HISTORY     - 1963     MONUMENTED       CGS
 NW0076
 NW0076                          STATION DESCRIPTION
 NW0076
 NW0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0076'14.9 MI SE FROM C RANCH.
 NW0076'14.9 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, 0.3 MILE
 NW0076'SOUTH OF THE CENTER OF THE CROSSING OF A DEEP ROCKY WASH, 30 FEET WEST
 NW0076'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A 10 BY 15-FOOT OUTCROP,
 NW0076'13.4 FEET WEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 NW0076'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0686 ***********************************************************************
 NU0686  DESIGNATION -  G 107
 NU0686  PID         -  NU0686
 NU0686  STATE/COUNTY-  ID/BINGHAM
 NU0686  USGS QUAD   -  ABERDEEN (1971)
 NU0686
 NU0686                         *CURRENT SURVEY CONTROL
 NU0686  ___________________________________________________________________
 NU0686* NAD 83(1986)-  42 54 15.     (N)    112 50 59.     (W)     SCALED    
 NU0686* NAVD 88     -      1337.989  (meters)    4389.72   (feet)  ADJUSTED  
 NU0686  ___________________________________________________________________
 NU0686  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 NU0686  DYNAMIC HT  -        1337.239 (meters)    4387.26  (feet)  COMP
 NU0686  MODELED GRAV-     980,013.8   (mgal)                       NAVD 88
 NU0686
 NU0686  VERT ORDER  -  SECOND    CLASS 0
 NU0686
 NU0686.The horizontal coordinates were scaled from a topographic map and have
 NU0686.an estimated accuracy of +/- 6 seconds.
 NU0686
 NU0686.The orthometric height was determined by differential leveling
 NU0686.and adjusted by the National Geodetic Survey in June 1991..
 NU0686
 NU0686.The geoid height was determined by GEOID03.
 NU0686
 NU0686.The dynamic height is computed by dividing the NAVD 88
 NU0686.geopotential number by the normal gravity value computed on the
 NU0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0686.degrees latitude (g = 980.6199 gals.).
 NU0686
 NU0686.The modeled gravity was interpolated from observed gravity values.
 NU0686
 NU0686;                    North         East    Units  Estimated Accuracy
 NU0686;SPC ID E     -   137,680.      144,220.      MT  (+/- 180 meters Scaled)
 NU0686
 NU0686                          SUPERSEDED SURVEY CONTROL
 NU0686
 NU0686  NGVD 29 (??/??/92) 1336.962  (m)         4386.35   (f) ADJ UNCH    2 0
 NU0686
 NU0686.Superseded values are not recommended for survey control.
 NU0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0686.See file dsdata.txt to determine how the superseded data were derived.
 NU0686
 NU0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN489518(NAD 83)
 NU0686_MARKER: DD = SURVEY DISK
 NU0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0686_STAMPING: 107 REF
 NU0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0686+STABILITY: SURFACE MOTION
 NU0686
 NU0686  HISTORY     - Date     Condition        Report By
 NU0686  HISTORY     - UNK      MONUMENTED       IDGS
 NU0686  HISTORY     - 1958     GOOD             NGS
 NU0686
 NU0686                          STATION DESCRIPTION
 NU0686
 NU0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0686'3.15 MI S FROM ABERDEEN.
 NU0686'2.9 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 NU0686'ABERDEEN, THENCE 0.25 MILES SOUTH ALONG A GRAVEL ROAD, 2 TELEPHONE
 NU0686'POLES NORTH OF A GATE ACROSS A ROAD LEADING EAST INTO A FIELD, 25 1/2
 NU0686'FEET EAST OF THE CENTER LINE OF THE ROAD, 5 FEET NORTH OF TELEPHONE
 NU0686'POLE 7, 2.3 FEET WEST OF A FENCE, 1.0 FOOT WEST OF A WITNESS POST, 2
 NU0686'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 NU0686'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0041 ***********************************************************************
 NW0041  DESIGNATION -  G 108
 NW0041  PID         -  NW0041
 NW0041  STATE/COUNTY-  ID/OWYHEE
 NW0041  USGS QUAD   -  ROSS LAKE (1971)
 NW0041
 NW0041                         *CURRENT SURVEY CONTROL
 NW0041  ___________________________________________________________________
 NW0041* NAD 83(1986)-  42 14 54.     (N)    116 21 30.     (W)     SCALED    
 NW0041* NAVD 88     -      1704.496  (meters)    5592.17   (feet)  ADJUSTED  
 NW0041  ___________________________________________________________________
 NW0041  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 NW0041  DYNAMIC HT  -        1703.326 (meters)    5588.33  (feet)  COMP
 NW0041  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 NW0041
 NW0041  VERT ORDER  -  SECOND    CLASS 0
 NW0041
 NW0041.The horizontal coordinates were scaled from a topographic map and have
 NW0041.an estimated accuracy of +/- 6 seconds.
 NW0041
 NW0041.The orthometric height was determined by differential leveling
 NW0041.and adjusted by the National Geodetic Survey in June 1991..
 NW0041
 NW0041.The geoid height was determined by GEOID03.
 NW0041
 NW0041.The dynamic height is computed by dividing the NAVD 88
 NW0041.geopotential number by the normal gravity value computed on the
 NW0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0041.degrees latitude (g = 980.6199 gals.).
 NW0041
 NW0041.The modeled gravity was interpolated from observed gravity values.
 NW0041
 NW0041;                    North         East    Units  Estimated Accuracy
 NW0041;SPC ID W     -    64,780.      749,800.      MT  (+/- 180 meters Scaled)
 NW0041
 NW0041                          SUPERSEDED SURVEY CONTROL
 NW0041
 NW0041  NGVD 29 (??/??/92) 1703.333  (m)         5588.35   (f) ADJ UNCH    2 0
 NW0041
 NW0041.Superseded values are not recommended for survey control.
 NW0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0041.See file dsdata.txt to determine how the superseded data were derived.
 NW0041
 NW0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG529775(NAD 83)
 NW0041_MARKER: DB = BENCH MARK DISK
 NW0041_SETTING: 80 = SET IN A BOULDER
 NW0041_SP_SET: LAVA BOULDER
 NW0041_STAMPING: G 108 1963
 NW0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0041+STABILITY: SURFACE MOTION
 NW0041
 NW0041  HISTORY     - Date     Condition        Report By
 NW0041  HISTORY     - 1963     MONUMENTED       CGS
 NW0041
 NW0041                          STATION DESCRIPTION
 NW0041
 NW0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0041'20.0 MI NW FROM RIDDLE.
 NW0041'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0041'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0041'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0041'THENCE 3.65 MILES SOUTHWEST ALONG A DIRT ROAD, ON THE INSIDE OF A
 NW0041'CURVE, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF
 NW0041'AN EMBEDDED LAVA BOULDER PROJECTING 0.3 FOOT ABOVE THE GROUND, 1.1
 NW0041'FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 NW0041'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0683 ***********************************************************************
 NU0683  DESIGNATION -  G 108
 NU0683  PID         -  NU0683
 NU0683  STATE/COUNTY-  ID/BINGHAM
 NU0683  USGS QUAD   -  AMERICAN FALLS NW (1971)
 NU0683
 NU0683                         *CURRENT SURVEY CONTROL
 NU0683  ___________________________________________________________________
 NU0683* NAD 83(1986)-  42 53 53.     (N)    112 52 46.     (W)     SCALED    
 NU0683* NAVD 88     -      1363.357  (meters)    4472.95   (feet)  ADJUSTED  
 NU0683  ___________________________________________________________________
 NU0683  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NU0683  DYNAMIC HT  -        1362.592 (meters)    4470.44  (feet)  COMP
 NU0683  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 NU0683
 NU0683  VERT ORDER  -  SECOND    CLASS 0
 NU0683
 NU0683.The horizontal coordinates were scaled from a topographic map and have
 NU0683.an estimated accuracy of +/- 6 seconds.
 NU0683
 NU0683.The orthometric height was determined by differential leveling
 NU0683.and adjusted by the National Geodetic Survey in June 1991..
 NU0683
 NU0683.The geoid height was determined by GEOID03.
 NU0683
 NU0683.The dynamic height is computed by dividing the NAVD 88
 NU0683.geopotential number by the normal gravity value computed on the
 NU0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0683.degrees latitude (g = 980.6199 gals.).
 NU0683
 NU0683.The modeled gravity was interpolated from observed gravity values.
 NU0683
 NU0683;                    North         East    Units  Estimated Accuracy
 NU0683;SPC ID E     -   137,020.      141,790.      MT  (+/- 180 meters Scaled)
 NU0683
 NU0683                          SUPERSEDED SURVEY CONTROL
 NU0683
 NU0683  NGVD 29 (??/??/92) 1362.332  (m)         4469.58   (f) ADJ UNCH    2 0
 NU0683
 NU0683.Superseded values are not recommended for survey control.
 NU0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0683.See file dsdata.txt to determine how the superseded data were derived.
 NU0683
 NU0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN465512(NAD 83)
 NU0683_MARKER: DD = SURVEY DISK
 NU0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0683_STAMPING: 108
 NU0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0683+STABILITY: SURFACE MOTION
 NU0683
 NU0683  HISTORY     - Date     Condition        Report By
 NU0683  HISTORY     - UNK      MONUMENTED       IDGS
 NU0683  HISTORY     - 1958     GOOD             NGS
 NU0683
 NU0683                          STATION DESCRIPTION
 NU0683
 NU0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0683'4.85 MI SW FROM ABERDEEN.
 NU0683'4.25 MILES SOUTH AND SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 NU0683'OFFICE AT ABERDEEN, THENCE 0.45 MILE WEST ALONG MOSER ROAD, THENCE
 NU0683'0.15 MILE SOUTH ALONG A GRAVEL ROAD, 82 FEET NORTHWEST OF THE CENTER
 NU0683'OF THE T JUNCTION OF A DRIVEWAY LEADING WEST TO THE EDWARD MOSER FARM,
 NU0683'50 FEET WEST OF THE CENTER LINE OF THE ROAD, 63 1/2 FEET NORTH OF THE
 NU0683'CENTER LINE OF THE DRIVEWAY, 20 1/2 FEET SOUTH OF THE CENTER OF AN
 NU0683'IRRIGATION DITCH, 1.5 FEET EAST OF A WITNESS POST, LEVEL WITH THE
 NU0683'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 NU0683'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0102 ***********************************************************************
 NW0102  DESIGNATION -  G 109
 NW0102  PID         -  NW0102
 NW0102  STATE/COUNTY-  ID/OWYHEE
 NW0102  USGS QUAD   -  PIUTE BASIN WEST (1973)
 NW0102
 NW0102                         *CURRENT SURVEY CONTROL
 NW0102  ___________________________________________________________________
 NW0102* NAD 83(1986)-  42 12 31.     (N)    116 39 14.     (W)     SCALED    
 NW0102* NAVD 88     -      1450.813  (meters)    4759.88   (feet)  ADJUSTED  
 NW0102  ___________________________________________________________________
 NW0102  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 NW0102  DYNAMIC HT  -        1449.865 (meters)    4756.77  (feet)  COMP
 NW0102  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 NW0102
 NW0102  VERT ORDER  -  SECOND    CLASS 0
 NW0102
 NW0102.The horizontal coordinates were scaled from a topographic map and have
 NW0102.an estimated accuracy of +/- 6 seconds.
 NW0102
 NW0102.The orthometric height was determined by differential leveling
 NW0102.and adjusted by the National Geodetic Survey in June 1991..
 NW0102
 NW0102.The geoid height was determined by GEOID03.
 NW0102
 NW0102.The dynamic height is computed by dividing the NAVD 88
 NW0102.geopotential number by the normal gravity value computed on the
 NW0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0102.degrees latitude (g = 980.6199 gals.).
 NW0102
 NW0102.The modeled gravity was interpolated from observed gravity values.
 NW0102
 NW0102;                    North         East    Units  Estimated Accuracy
 NW0102;SPC ID W     -    60,590.      725,360.      MT  (+/- 180 meters Scaled)
 NW0102
 NW0102                          SUPERSEDED SURVEY CONTROL
 NW0102
 NW0102  NGVD 29 (??/??/92) 1449.699  (m)         4756.22   (f) ADJ UNCH    2 0
 NW0102
 NW0102.Superseded values are not recommended for survey control.
 NW0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0102.See file dsdata.txt to determine how the superseded data were derived.
 NW0102
 NW0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG285729(NAD 83)
 NW0102_MARKER: DB = BENCH MARK DISK
 NW0102_SETTING: 80 = SET IN A BOULDER
 NW0102_SP_SET: BOULDER
 NW0102_STAMPING: G 109 1963
 NW0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0102+STABILITY: SURFACE MOTION
 NW0102
 NW0102  HISTORY     - Date     Condition        Report By
 NW0102  HISTORY     - 1963     MONUMENTED       CGS
 NW0102  HISTORY     - 1971     MARK NOT FOUND   NGS
 NW0102
 NW0102                          STATION DESCRIPTION
 NW0102
 NW0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0102'42.1 MI W FROM RIDDLE.
 NW0102'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0102'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0102'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0102'THENCE 7.2 MILES WEST ALONG A DIRT ROAD, THENCE 7.6 MILES SOUTHWEST
 NW0102'ALONG A PIPE LINE ROAD, THENCE 10.95 MILES WEST ALONG A DIRT ROAD, 0.2
 NW0102'MILE NORTHWEST OF A GATE AND FENCE LINE, 171 FEET SOUTHWEST OF THE
 NW0102'CENTER LINE OF THE ROAD, IN THE TOP OF A LAVA BOULDER PROJECTING 1.0
 NW0102'FOOT ABOVE THE GROUND, 3.6 FEET NORTHWEST OF A WITNESS POST, AND ABOUT
 NW0102'5 FEET LOWER THAN THE ROAD.
 NW0102
 NW0102                          STATION RECOVERY (1971)
 NW0102
 NW0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NW0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0694 ***********************************************************************
 NU0694  DESIGNATION -  G 109
 NU0694  PID         -  NU0694
 NU0694  STATE/COUNTY-  ID/BINGHAM
 NU0694  USGS QUAD   -  ABERDEEN (1971)
 NU0694
 NU0694                         *CURRENT SURVEY CONTROL
 NU0694  ___________________________________________________________________
 NU0694* NAD 83(1986)-  42 56 28.     (N)    112 50 20.     (W)     SCALED    
 NU0694* NAVD 88     -      1343.060  (meters)    4406.36   (feet)  ADJUSTED  
 NU0694  ___________________________________________________________________
 NU0694  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 NU0694  DYNAMIC HT  -        1342.304 (meters)    4403.88  (feet)  COMP
 NU0694  MODELED GRAV-     980,011.0   (mgal)                       NAVD 88
 NU0694
 NU0694  VERT ORDER  -  SECOND    CLASS 0
 NU0694
 NU0694.The horizontal coordinates were scaled from a topographic map and have
 NU0694.an estimated accuracy of +/- 6 seconds.
 NU0694
 NU0694.The orthometric height was determined by differential leveling
 NU0694.and adjusted by the National Geodetic Survey in June 1991..
 NU0694
 NU0694.The geoid height was determined by GEOID03.
 NU0694
 NU0694.The dynamic height is computed by dividing the NAVD 88
 NU0694.geopotential number by the normal gravity value computed on the
 NU0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0694.degrees latitude (g = 980.6199 gals.).
 NU0694
 NU0694.The modeled gravity was interpolated from observed gravity values.
 NU0694
 NU0694;                    North         East    Units  Estimated Accuracy
 NU0694;SPC ID E     -   141,780.      145,140.      MT  (+/- 180 meters Scaled)
 NU0694
 NU0694                          SUPERSEDED SURVEY CONTROL
 NU0694
 NU0694  NGVD 29 (??/??/92) 1342.026  (m)         4402.96   (f) ADJ UNCH    2 0
 NU0694
 NU0694.Superseded values are not recommended for survey control.
 NU0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0694.See file dsdata.txt to determine how the superseded data were derived.
 NU0694
 NU0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN499559(NAD 83)
 NU0694_MARKER: DD = SURVEY DISK
 NU0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0694_STAMPING: 109
 NU0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0694+STABILITY: SURFACE MOTION
 NU0694
 NU0694  HISTORY     - Date     Condition        Report By
 NU0694  HISTORY     - UNK      MONUMENTED       IDGS
 NU0694  HISTORY     - 1958     GOOD             NGS
 NU0694
 NU0694                          STATION DESCRIPTION
 NU0694
 NU0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0694'IN ABERDEEN.
 NU0694'AT ABERDEEN, 0.35 MILE SOUTH ALONG MAIN STREET (STATE HIGHWAY 39) FROM
 NU0694'THE POST OFFICE, 0.5 MILE SOUTHWEST OF BENCH MARK A 79, 68 1/2 FEET
 NU0694'NORTHWEST OF THE CENTER OF THE T JUNCTION OF BOISE STREET, 53 FEET
 NU0694'WEST OF THE CENTER LINE OF MAIN STREET, 43 FEET NORTH OF THE CENTER
 NU0694'LINE OF BOISE STREET, 113 FEET EAST OF THE CENTER OF THE SOUTHWEST END
 NU0694'OF THE UNION PACIFIC RAILROAD TRACK, SOUTH OF A WITNESS POST, LEVEL
 NU0694'WITH THE STREETS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 NU0694'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0435 ***********************************************************************
 PY0435  DESIGNATION -  G 11
 PY0435  PID         -  PY0435
 PY0435  STATE/COUNTY-  ID/FREMONT
 PY0435  USGS QUAD   -  ISLAND PARK (1964)
 PY0435
 PY0435                         *CURRENT SURVEY CONTROL
 PY0435  ___________________________________________________________________
 PY0435* NAD 83(1986)-  44 26 46.     (N)    111 20 27.     (W)     SCALED    
 PY0435* NAVD 88     -      1921.603  (meters)    6304.46   (feet)  POSTED    
 PY0435  ___________________________________________________________________
 PY0435  GEOID HEIGHT-          -9.38  (meters)                     GEOID03
 PY0435  DYNAMIC HT  -        1920.530 (meters)    6300.94  (feet)  COMP
 PY0435  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 PY0435
 PY0435  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0435
 PY0435.The horizontal coordinates were scaled from a topographic map and have
 PY0435.an estimated accuracy of +/- 6 seconds.
 PY0435
 PY0435.The orthometric height was determined by differential leveling
 PY0435.and adjusted by the National Geodetic Survey in 1992..
 PY0435.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0435.rate of 1.1 thru 2.0 mm/km.
 PY0435
 PY0435.The geoid height was determined by GEOID03.
 PY0435
 PY0435.The dynamic height is computed by dividing the NAVD 88
 PY0435.geopotential number by the normal gravity value computed on the
 PY0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0435.degrees latitude (g = 980.6199 gals.).
 PY0435
 PY0435.The modeled gravity was interpolated from observed gravity values.
 PY0435
 PY0435;                    North         East    Units  Estimated Accuracy
 PY0435;SPC ID E     -   309,100.      265,740.      MT  (+/- 180 meters Scaled)
 PY0435
 PY0435                          SUPERSEDED SURVEY CONTROL
 PY0435
 PY0435  NGVD 29 (??/??/92) 1920.326  (m)         6300.27   (f) ADJ UNCH    1 2
 PY0435
 PY0435.Superseded values are not recommended for survey control.
 PY0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0435.See file dsdata.txt to determine how the superseded data were derived.
 PY0435
 PY0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ728214(NAD 83)
 PY0435_MARKER: DB = BENCH MARK DISK
 PY0435_SETTING: 80 = SET IN A BOULDER
 PY0435_STAMPING: G 11 1923 6300.591
 PY0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0435+STABILITY: SURFACE MOTION
 PY0435
 PY0435  HISTORY     - Date     Condition        Report By
 PY0435  HISTORY     - 1923     MONUMENTED       CGS
 PY0435  HISTORY     - 1960     GOOD             NGS
 PY0435  HISTORY     - 1967     GOOD             NGS
 PY0435
 PY0435                          STATION DESCRIPTION
 PY0435
 PY0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0435'6.5 MI SW FROM BIG SPRINGS.
 PY0435'6.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0435'AT BIG SPRINGS, AT THE SOUTH END OF A CUT, 92 FEET SOUTHWEST AND
 PY0435'ACROSS THE TRACK FROM THE EIGHTH POLE NORTH OF MILEPOLE 84, 3 1/4
 PY0435'POLES SOUTH OF A TRUDE ONE MILE SIGN, IN TOP OF THE NORTHEAST END OF A
 PY0435'3-BY 5-FOOT FLAT BOULDER WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 PY0435'43.0 FEET WEST OF THE WEST RAIL, 10 1/2 FEET EAST OF A FENCE, AND
 PY0435'ABOUT 2 1/2 FEET LOWER THAN THE TRACK.
 PY0435
 PY0435                          STATION RECOVERY (1967)
 PY0435
 PY0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0697 ***********************************************************************
 NU0697  DESIGNATION -  G 111
 NU0697  PID         -  NU0697
 NU0697  STATE/COUNTY-  ID/BINGHAM
 NU0697  USGS QUAD   -  ABERDEEN (1971)
 NU0697
 NU0697                         *CURRENT SURVEY CONTROL
 NU0697  ___________________________________________________________________
 NU0697* NAD 83(1986)-  42 58 09.     (N)    112 48 31.     (W)     SCALED    
 NU0697* NAVD 88     -      1342.464  (meters)    4404.40   (feet)  ADJUSTED  
 NU0697  ___________________________________________________________________
 NU0697  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 NU0697  DYNAMIC HT  -        1341.708 (meters)    4401.92  (feet)  COMP
 NU0697  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 NU0697
 NU0697  VERT ORDER  -  SECOND    CLASS 0
 NU0697
 NU0697.The horizontal coordinates were scaled from a topographic map and have
 NU0697.an estimated accuracy of +/- 6 seconds.
 NU0697
 NU0697.The orthometric height was determined by differential leveling
 NU0697.and adjusted by the National Geodetic Survey in June 1991..
 NU0697
 NU0697.The geoid height was determined by GEOID03.
 NU0697
 NU0697.The dynamic height is computed by dividing the NAVD 88
 NU0697.geopotential number by the normal gravity value computed on the
 NU0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0697.degrees latitude (g = 980.6199 gals.).
 NU0697
 NU0697.The modeled gravity was interpolated from observed gravity values.
 NU0697
 NU0697;                    North         East    Units  Estimated Accuracy
 NU0697;SPC ID E     -   144,870.      147,630.      MT  (+/- 180 meters Scaled)
 NU0697
 NU0697                          SUPERSEDED SURVEY CONTROL
 NU0697
 NU0697  NGVD 29 (??/??/92) 1341.427  (m)         4401.00   (f) ADJ UNCH    2 0
 NU0697
 NU0697.Superseded values are not recommended for survey control.
 NU0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0697.See file dsdata.txt to determine how the superseded data were derived.
 NU0697
 NU0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN525589(NAD 83)
 NU0697_MARKER: DD = SURVEY DISK
 NU0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0697_STAMPING: G 111
 NU0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0697+STABILITY: SURFACE MOTION
 NU0697
 NU0697  HISTORY     - Date     Condition        Report By
 NU0697  HISTORY     - UNK      MONUMENTED       IDGS
 NU0697  HISTORY     - 1958     GOOD             NGS
 NU0697
 NU0697                          STATION DESCRIPTION
 NU0697
 NU0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0697'2.3 MI NE FROM ABERDEEN.
 NU0697'2.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0697'AT ABERDEEN, 3 1/2 POLES NORTHEAST OF MILEPOLE 26, 63 FEET NORTH OF
 NU0697'THE CENTER OF THE CROSSING OF A NORTH-SOUTH GRAVEL ROAD, 18.8 FEET
 NU0697'NORTH OF THE NORTH CORNER OF A CATTLEGUARD ACROSS THE TRACK, 16.0 FEET
 NU0697'NORTHWEST OF THE NORTHWEST RAIL, 25 FEET EAST OF THE CENTER LINE OF
 NU0697'THE ROAD, 2.2 FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A WITNESS POST,
 NU0697'2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 NU0697'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0700 ***********************************************************************
 NU0700  DESIGNATION -  G 112
 NU0700  PID         -  NU0700
 NU0700  STATE/COUNTY-  ID/BINGHAM
 NU0700  USGS QUAD   -  ABERDEEN (1971)
 NU0700
 NU0700                         *CURRENT SURVEY CONTROL
 NU0700  ___________________________________________________________________
 NU0700* NAD 83(1986)-  42 59 24.     (N)    112 47 11.     (W)     SCALED    
 NU0700* NAVD 88     -      1347.522  (meters)    4421.00   (feet)  ADJUSTED  
 NU0700  ___________________________________________________________________
 NU0700  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 NU0700  DYNAMIC HT  -        1346.768 (meters)    4418.52  (feet)  COMP
 NU0700  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 NU0700
 NU0700  VERT ORDER  -  SECOND    CLASS 0
 NU0700
 NU0700.The horizontal coordinates were scaled from a topographic map and have
 NU0700.an estimated accuracy of +/- 6 seconds.
 NU0700
 NU0700.The orthometric height was determined by differential leveling
 NU0700.and adjusted by the National Geodetic Survey in June 1991..
 NU0700
 NU0700.The geoid height was determined by GEOID03.
 NU0700
 NU0700.The dynamic height is computed by dividing the NAVD 88
 NU0700.geopotential number by the normal gravity value computed on the
 NU0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0700.degrees latitude (g = 980.6199 gals.).
 NU0700
 NU0700.The modeled gravity was interpolated from observed gravity values.
 NU0700
 NU0700;                    North         East    Units  Estimated Accuracy
 NU0700;SPC ID E     -   147,170.      149,460.      MT  (+/- 180 meters Scaled)
 NU0700
 NU0700                          SUPERSEDED SURVEY CONTROL
 NU0700
 NU0700  NGVD 29 (??/??/92) 1346.490  (m)         4417.61   (f) ADJ UNCH    2 0
 NU0700
 NU0700.Superseded values are not recommended for survey control.
 NU0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0700.See file dsdata.txt to determine how the superseded data were derived.
 NU0700
 NU0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN543612(NAD 83)
 NU0700_MARKER: DD = SURVEY DISK
 NU0700_SETTING: 66 = SET IN ROCK OUTCROP
 NU0700_SP_SET: LAVA OUTCROP
 NU0700_STAMPING: 112
 NU0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0700+STABILITY: POSITION/ELEVATION WELL
 NU0700
 NU0700  HISTORY     - Date     Condition        Report By
 NU0700  HISTORY     - UNK      MONUMENTED       IDGS
 NU0700  HISTORY     - 1958     GOOD             NGS
 NU0700
 NU0700                          STATION DESCRIPTION
 NU0700
 NU0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0700'4.2 MI NE FROM ABERDEEN.
 NU0700'4.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0700'AT ABERDEEN, 4.5 MILES SOUTHWEST OF STERLING, 2 1/4 POLES SOUTHWEST OF
 NU0700'MILEPOLE 24, ON THE SOUTH SLOPE OF A NORTH-SOUTH ROCKY RIDGE, IN THE
 NU0700'TOP OF A 3-BY 1 1/2-FOOT LAVA OUTCROP WHICH PROJECTS 1/2 FOOT ABOVE
 NU0700'THE GROUND, 92.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 42.3 FEET
 NU0700'NORTHWEST OF A FENCE, AND 15 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0699 ***********************************************************************
 NU0699  DESIGNATION -  G 112 A
 NU0699  PID         -  NU0699
 NU0699  STATE/COUNTY-  ID/BINGHAM
 NU0699  USGS QUAD   -  ABERDEEN (1971)
 NU0699
 NU0699                         *CURRENT SURVEY CONTROL
 NU0699  ___________________________________________________________________
 NU0699* NAD 83(1986)-  42 59 15.     (N)    112 47 21.     (W)     SCALED    
 NU0699* NAVD 88     -      1343.162  (meters)    4406.69   (feet)  ADJUSTED  
 NU0699  ___________________________________________________________________
 NU0699  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 NU0699  DYNAMIC HT  -        1342.410 (meters)    4404.22  (feet)  COMP
 NU0699  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 NU0699
 NU0699  VERT ORDER  -  SECOND    CLASS 0
 NU0699
 NU0699.The horizontal coordinates were scaled from a topographic map and have
 NU0699.an estimated accuracy of +/- 6 seconds.
 NU0699
 NU0699.The orthometric height was determined by differential leveling
 NU0699.and adjusted by the National Geodetic Survey in June 1991..
 NU0699
 NU0699.The geoid height was determined by GEOID03.
 NU0699
 NU0699.The dynamic height is computed by dividing the NAVD 88
 NU0699.geopotential number by the normal gravity value computed on the
 NU0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0699.degrees latitude (g = 980.6199 gals.).
 NU0699
 NU0699.The modeled gravity was interpolated from observed gravity values.
 NU0699
 NU0699;                    North         East    Units  Estimated Accuracy
 NU0699;SPC ID E     -   146,900.      149,230.      MT  (+/- 180 meters Scaled)
 NU0699
 NU0699                          SUPERSEDED SURVEY CONTROL
 NU0699
 NU0699  NGVD 29 (??/??/92) 1342.129  (m)         4403.30   (f) ADJ UNCH    2 0
 NU0699
 NU0699.Superseded values are not recommended for survey control.
 NU0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0699.See file dsdata.txt to determine how the superseded data were derived.
 NU0699
 NU0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN541609(NAD 83)
 NU0699_MARKER: DD = SURVEY DISK
 NU0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0699_STAMPING: G 112 PEF
 NU0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0699+STABILITY: SURFACE MOTION
 NU0699
 NU0699  HISTORY     - Date     Condition        Report By
 NU0699  HISTORY     - UNK      MONUMENTED       IDGS
 NU0699  HISTORY     - 1958     GOOD             NGS
 NU0699
 NU0699                          STATION DESCRIPTION
 NU0699
 NU0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0699'4.0 MI NE FROM ABERDEEN.
 NU0699'4.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0699'AT ABERDEEN, 80 FEET NORTH OF THE CENTER OF THE CROSSING OF A
 NU0699'NORTH-SOUTH GRAVEL ROAD, 30.3 FEET NORTHWEST OF THE NORTHWEST RAIL,
 NU0699'40.6 FEET NORTH OF THE NORTH CORNER OF A CATTLEGUARD ACROSS THE ROAD,
 NU0699'24 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET WEST OF A
 NU0699'FENCE, 1.7 FEET SOUTH OF A WITNESS POST, 2 FEET HIGHER THAN THE TRACK,
 NU0699'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NU0699'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0405 ***********************************************************************
 OY0405  DESIGNATION -  G 114
 OY0405  PID         -  OY0405
 OY0405  STATE/COUNTY-  ID/BINGHAM
 OY0405  USGS QUAD   -  BIG FILL RESERVOIR (1973)
 OY0405
 OY0405                         *CURRENT SURVEY CONTROL
 OY0405  ___________________________________________________________________
 OY0405* NAD 83(1986)-  43 00 32.     (N)    112 46 16.     (W)     SCALED    
 OY0405* NAVD 88     -      1337.933  (meters)    4389.54   (feet)  ADJUSTED  
 OY0405  ___________________________________________________________________
 OY0405  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 OY0405  DYNAMIC HT  -        1337.189 (meters)    4387.09  (feet)  COMP
 OY0405  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 OY0405
 OY0405  VERT ORDER  -  SECOND    CLASS 0
 OY0405
 OY0405.The horizontal coordinates were scaled from a topographic map and have
 OY0405.an estimated accuracy of +/- 6 seconds.
 OY0405
 OY0405.The orthometric height was determined by differential leveling
 OY0405.and adjusted by the National Geodetic Survey in June 1991..
 OY0405
 OY0405.The geoid height was determined by GEOID03.
 OY0405
 OY0405.The dynamic height is computed by dividing the NAVD 88
 OY0405.geopotential number by the normal gravity value computed on the
 OY0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0405.degrees latitude (g = 980.6199 gals.).
 OY0405
 OY0405.The modeled gravity was interpolated from observed gravity values.
 OY0405
 OY0405;                    North         East    Units  Estimated Accuracy
 OY0405;SPC ID E     -   149,260.      150,720.      MT  (+/- 180 meters Scaled)
 OY0405
 OY0405                          SUPERSEDED SURVEY CONTROL
 OY0405
 OY0405  NGVD 29 (??/??/92) 1336.902  (m)         4386.15   (f) ADJ UNCH    2 0
 OY0405
 OY0405.Superseded values are not recommended for survey control.
 OY0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0405.See file dsdata.txt to determine how the superseded data were derived.
 OY0405
 OY0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN556633(NAD 83)
 OY0405_MARKER: DD = SURVEY DISK
 OY0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0405_STAMPING: G 114
 OY0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0405+STABILITY: SURFACE MOTION
 OY0405
 OY0405  HISTORY     - Date     Condition        Report By
 OY0405  HISTORY     - UNK      MONUMENTED       IDGS
 OY0405  HISTORY     - 1958     GOOD             NGS
 OY0405
 OY0405                          STATION DESCRIPTION
 OY0405
 OY0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0405'2.85 MI SW FROM STERLING.
 OY0405'2.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0405'SIGN AT STERLING, ON THE INSIDE OF A LONG CURVE, 65 YARDS SOUTH OF THE
 OY0405'CENTER OF THE CROSSING OF A NORTH-SOUTH TRACK ROAD, 51.0 FEET
 OY0405'SOUTHEAST OF THE SOUTHEAST RAIL, 68.0 FEET SOUTH OF THE SOUTH CORNER
 OY0405'OF A CATTLEGUARD, 52 1/2 FEET SOUTHWEST OF A FENCE CORNER POST, 80
 OY0405'FEET WEST-SOUTHWEST OF THE CENTER OF THE T JUNCTION OF A NORTH-SOUTH
 OY0405'ROAD AND A TRACK ROAD EAST, 1.6 FEET SOUTHWEST OF A WITNESS POST, 3
 OY0405'FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OY0405'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0026 ***********************************************************************
 SV0026  DESIGNATION -  G 116
 SV0026  PID         -  SV0026
 SV0026  STATE/COUNTY-  ID/SHOSHONE
 SV0026  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV0026
 SV0026                         *CURRENT SURVEY CONTROL
 SV0026  ___________________________________________________________________
 SV0026* NAD 83(1986)-  47 52 44.     (N)    116 12 30.     (W)     SCALED    
 SV0026* NAVD 88     -       884.331  (meters)    2901.34   (feet)  ADJUSTED  
 SV0026  ___________________________________________________________________
 SV0026  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 SV0026  DYNAMIC HT  -         884.330 (meters)    2901.34  (feet)  COMP
 SV0026  MODELED GRAV-     980,581.4   (mgal)                       NAVD 88
 SV0026
 SV0026  VERT ORDER  -  SECOND    CLASS 0
 SV0026
 SV0026.The horizontal coordinates were scaled from a topographic map and have
 SV0026.an estimated accuracy of +/- 6 seconds.
 SV0026
 SV0026.The orthometric height was determined by differential leveling
 SV0026.and adjusted by the National Geodetic Survey in June 1991..
 SV0026
 SV0026.The geoid height was determined by GEOID03.
 SV0026
 SV0026.The dynamic height is computed by dividing the NAVD 88
 SV0026.geopotential number by the normal gravity value computed on the
 SV0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0026.degrees latitude (g = 980.6199 gals.).
 SV0026
 SV0026.The modeled gravity was interpolated from observed gravity values.
 SV0026
 SV0026;                    North         East    Units  Estimated Accuracy
 SV0026;SPC ID W     -   690,400.      765,720.      MT  (+/- 180 meters Scaled)
 SV0026
 SV0026                          SUPERSEDED SURVEY CONTROL
 SV0026
 SV0026  NGVD 29 (??/??/92)  883.171  (m)         2897.54   (f) ADJ UNCH    2 0
 SV0026
 SV0026.Superseded values are not recommended for survey control.
 SV0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0026.See file dsdata.txt to determine how the superseded data were derived.
 SV0026
 SV0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP591031(NAD 83)
 SV0026_MARKER: DB = BENCH MARK DISK
 SV0026_SETTING: 66 = SET IN ROCK OUTCROP
 SV0026_SP_SET: OUTCROP
 SV0026_STAMPING: G 116 1958
 SV0026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0026+STABILITY: POSITION/ELEVATION WELL
 SV0026
 SV0026  HISTORY     - Date     Condition        Report By
 SV0026  HISTORY     - 1958     MONUMENTED       CGS
 SV0026  HISTORY     - 1983     GOOD             NGS
 SV0026
 SV0026                          STATION DESCRIPTION
 SV0026
 SV0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0026'4.1 MI NE FROM MAGEE RANGER STATION.
 SV0026'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0026'0.05 MILE NORTHEAST OF A BRIDGE OVER INDEPENDENCE CREEK, 154 FEET
 SV0026'NORTH OF THE CENTER OF THE Y JUNCTION OF GRAVEL ROADS NORTH AND EAST,
 SV0026'SET VERTICALLY IN THE WEST FACE OF AN EXPOSED PORTION OF A MASSIVE
 SV0026'JAGGED SHALE OUTCROP, 11 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD
 SV0026'NORTH, AND 4 1/2 FEET HIGHER THAN THE ROAD.
 SV0026
 SV0026                          STATION RECOVERY (1983)
 SV0026
 SV0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0531 ***********************************************************************
 OY0531  DESIGNATION -  G 117
 OY0531  PID         -  OY0531
 OY0531  STATE/COUNTY-  ID/BUTTE
 OY0531  USGS QUAD   -  NICHOLS RESERVOIR (1972)
 OY0531
 OY0531                         *CURRENT SURVEY CONTROL
 OY0531  ___________________________________________________________________
 OY0531* NAD 83(1986)-  43 35 47.     (N)    113 27 30.     (W)     SCALED    
 OY0531* NAVD 88     -      1660.533  (meters)    5447.93   (feet)  ADJUSTED  
 OY0531  ___________________________________________________________________
 OY0531  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 OY0531  DYNAMIC HT  -        1659.573 (meters)    5444.78  (feet)  COMP
 OY0531  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 OY0531
 OY0531  VERT ORDER  -  SECOND    CLASS 0
 OY0531
 OY0531.The horizontal coordinates were scaled from a topographic map and have
 OY0531.an estimated accuracy of +/- 6 seconds.
 OY0531
 OY0531.The orthometric height was determined by differential leveling
 OY0531.and adjusted by the National Geodetic Survey in June 1991..
 OY0531
 OY0531.The geoid height was determined by GEOID03.
 OY0531
 OY0531.The dynamic height is computed by dividing the NAVD 88
 OY0531.geopotential number by the normal gravity value computed on the
 OY0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0531.degrees latitude (g = 980.6199 gals.).
 OY0531
 OY0531.The modeled gravity was interpolated from observed gravity values.
 OY0531
 OY0531;                    North         East    Units  Estimated Accuracy
 OY0531;SPC ID C     -   214,500.      543,740.      MT  (+/- 180 meters Scaled)
 OY0531
 OY0531                          SUPERSEDED SURVEY CONTROL
 OY0531
 OY0531  NGVD 29 (??/??/92) 1659.406  (m)         5444.23   (f) ADJ UNCH    2 0
 OY0531
 OY0531.Superseded values are not recommended for survey control.
 OY0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0531.See file dsdata.txt to determine how the superseded data were derived.
 OY0531
 OY0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP015299(NAD 83)
 OY0531_MARKER: DB = BENCH MARK DISK
 OY0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0531_SP_SET: CULVERT
 OY0531_STAMPING: G 117 1958
 OY0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0531+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 OY0531
 OY0531  HISTORY     - Date     Condition        Report By
 OY0531  HISTORY     - 1958     MONUMENTED       CGS
 OY0531  HISTORY     - 20020828 GOOD             IDTD
 OY0531
 OY0531                          STATION DESCRIPTION
 OY0531
 OY0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0531'9.3 MI SW FROM ARCO.
 OY0531'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0531'THENCE 4.3 MILES WEST ALONG A DIRT ROAD, ON THE TOP OF A SMALL KNOLL,
 OY0531'IN THE TOP OF A FLAT 8-BY 5-FOOT LAVA ROCK FLUSH WITH THE GROUND, 32
 OY0531'FEET NORTH OF THE CENTER LINE OF THE ROAD, 282 FEET WEST OF A 48-INCH
 OY0531'PIPE CULVERT UNDER THE ROAD, AND 1/2 FOOT HIGHER THAN THE ROAD.
 OY0531
 OY0531                          STATION RECOVERY (2002)
 OY0531
 OY0531'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OY0531'FROM THE JUNCTION OF US-20-26 AND US-93 IN ARCO, PROCEED SOUTHWESTERLY
 OY0531'ON US-20-26 FOR 8.324 KM TO MILEPOST 243.38.  PROCEED WEST ON A
 OY0531'COUNTY, DIRT ROAD FOR 6.803 KM AND THE MARK ON THE RIGHT. NAD 83(1999)
 OY0531'RTK DERIVED POSITION =  43-35-46.81975 N   113-27-29.89166 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0602 ***********************************************************************
 OY0602  DESIGNATION -  G 118
 OY0602  PID         -  OY0602
 OY0602  STATE/COUNTY-  ID/BLAINE
 OY0602  USGS QUAD   -  ANTELOPE LAKE (1972)
 OY0602
 OY0602                         *CURRENT SURVEY CONTROL
 OY0602  ___________________________________________________________________
 OY0602* NAD 83(1986)-  43 11 24.     (N)    113 14 16.     (W)     SCALED    
 OY0602* NAVD 88     -      1533.662  (meters)    5031.69   (feet)  ADJUSTED  
 OY0602  ___________________________________________________________________
 OY0602  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 OY0602  DYNAMIC HT  -        1532.798 (meters)    5028.85  (feet)  COMP
 OY0602  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 OY0602
 OY0602  VERT ORDER  -  SECOND    CLASS 0
 OY0602
 OY0602.The horizontal coordinates were scaled from a topographic map and have
 OY0602.an estimated accuracy of +/- 6 seconds.
 OY0602
 OY0602.The orthometric height was determined by differential leveling
 OY0602.and adjusted by the National Geodetic Survey in June 1991..
 OY0602
 OY0602.The geoid height was determined by GEOID03.
 OY0602
 OY0602.The dynamic height is computed by dividing the NAVD 88
 OY0602.geopotential number by the normal gravity value computed on the
 OY0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0602.degrees latitude (g = 980.6199 gals.).
 OY0602
 OY0602.The modeled gravity was interpolated from observed gravity values.
 OY0602
 OY0602;                    North         East    Units  Estimated Accuracy
 OY0602;SPC ID C     -   169,490.      561,960.      MT  (+/- 180 meters Scaled)
 OY0602
 OY0602                          SUPERSEDED SURVEY CONTROL
 OY0602
 OY0602  NGVD 29 (??/??/92) 1532.605  (m)         5028.22   (f) ADJ UNCH    2 0
 OY0602
 OY0602.Superseded values are not recommended for survey control.
 OY0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0602.See file dsdata.txt to determine how the superseded data were derived.
 OY0602
 OY0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN181843(NAD 83)
 OY0602_MARKER: DB = BENCH MARK DISK
 OY0602_SETTING: 66 = SET IN ROCK OUTCROP
 OY0602_SP_SET: ROCK OUTCROP
 OY0602_STAMPING: G 118 1958
 OY0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0602+STABILITY: POSITION/ELEVATION WELL
 OY0602
 OY0602  HISTORY     - Date     Condition        Report By
 OY0602  HISTORY     - 1958     MONUMENTED       CGS
 OY0602
 OY0602                          STATION DESCRIPTION
 OY0602
 OY0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0602'34.15 MI S FROM ARCO.
 OY0602'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0602'THENCE 32.25 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, AT
 OY0602'THE SOUTH END OF A CURVE, ON A LAVA ROCK RIDGE, IN TOP OF A LAVA
 OY0602'OUTCROP ABOUT FLUSH WITH THE GROUND, 136 FEET WEST OF THE CENTER LINE
 OY0602'OF THE ROAD, 182 1/2 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 OY0602'CURVE, AND ABOUT 10 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0591 ***********************************************************************
 OY0591  DESIGNATION -  G 119
 OY0591  PID         -  OY0591
 OY0591  STATE/COUNTY-  ID/BUTTE
 OY0591  USGS QUAD   -  SERVICEBERRY BUTTE (1972)
 OY0591
 OY0591                         *CURRENT SURVEY CONTROL
 OY0591  ___________________________________________________________________
 OY0591* NAD 83(1986)-  43 18 01.     (N)    113 13 44.     (W)     SCALED    
 OY0591* NAVD 88     -      1580.821  (meters)    5186.41   (feet)  ADJUSTED  
 OY0591  ___________________________________________________________________
 OY0591  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 OY0591  DYNAMIC HT  -        1579.934 (meters)    5183.50  (feet)  COMP
 OY0591  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 OY0591
 OY0591  VERT ORDER  -  SECOND    CLASS 0
 OY0591
 OY0591.The horizontal coordinates were scaled from a topographic map and have
 OY0591.an estimated accuracy of +/- 6 seconds.
 OY0591
 OY0591.The orthometric height was determined by differential leveling
 OY0591.and adjusted by the National Geodetic Survey in June 1991..
 OY0591
 OY0591.The geoid height was determined by GEOID03.
 OY0591
 OY0591.The dynamic height is computed by dividing the NAVD 88
 OY0591.geopotential number by the normal gravity value computed on the
 OY0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0591.degrees latitude (g = 980.6199 gals.).
 OY0591
 OY0591.The modeled gravity was interpolated from observed gravity values.
 OY0591
 OY0591;                    North         East    Units  Estimated Accuracy
 OY0591;SPC ID C     -   181,750.      562,570.      MT  (+/- 180 meters Scaled)
 OY0591
 OY0591                          SUPERSEDED SURVEY CONTROL
 OY0591
 OY0591  NGVD 29 (??/??/92) 1579.761  (m)         5182.93   (f) ADJ UNCH    2 0
 OY0591
 OY0591.Superseded values are not recommended for survey control.
 OY0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0591.See file dsdata.txt to determine how the superseded data were derived.
 OY0591
 OY0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN192965(NAD 83)
 OY0591_MARKER: DB = BENCH MARK DISK
 OY0591_SETTING: 66 = SET IN ROCK OUTCROP
 OY0591_SP_SET: ROCK OUTCROP
 OY0591_STAMPING: G 119 1958
 OY0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0591+STABILITY: POSITION/ELEVATION WELL
 OY0591
 OY0591  HISTORY     - Date     Condition        Report By
 OY0591  HISTORY     - 1958     MONUMENTED       CGS
 OY0591
 OY0591                          STATION DESCRIPTION
 OY0591
 OY0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0591'25.6 MI S FROM ARCO.
 OY0591'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0591'THENCE 23.7 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, ON A
 OY0591'SMALL KNOLL, IN TOP OF A LAVA OUTCROP WHICH PROJECTS 0.3 FOOT ABOVE
 OY0591'THE GROUND, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND
 OY0591'ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1341 ***********************************************************************
 OY1341  DESIGNATION -  G 120 RESET
 OY1341  PID         -  OY1341
 OY1341  STATE/COUNTY-  ID/BLAINE
 OY1341  USGS QUAD   -  PADDELFORD FLAT (1979)
 OY1341
 OY1341                         *CURRENT SURVEY CONTROL
 OY1341  ___________________________________________________________________
 OY1341* NAD 83(1986)-  43 21 53.     (N)    113 46 30.     (W)     SCALED    
 OY1341* NAVD 88     -      1526.05   (meters)    5006.7    (feet)  RESET     
 OY1341  ___________________________________________________________________
 OY1341  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 OY1341
 OY1341  VERT ORDER  -  THIRD
 OY1341
 OY1341.The horizontal coordinates were scaled from a topographic map and have
 OY1341.an estimated accuracy of +/- 6 seconds.
 OY1341
 OY1341.The orthometric height was computed from unverified reset data.
 OY1341.No vertical observational check was made to the station.
 OY1341
 OY1341.The geoid height was determined by GEOID03.
 OY1341
 OY1341;                    North         East    Units  Estimated Accuracy
 OY1341;SPC ID C     -   188,640.      518,240.      MT  (+/- 180 meters Scaled)
 OY1341
 OY1341                          SUPERSEDED SURVEY CONTROL
 OY1341
 OY1341  NGVD 29 (03/27/06) 1524.99   (m)         5003.2    (f) RESET       3  
 OY1341
 OY1341.Superseded values are not recommended for survey control.
 OY1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1341.See file dsdata.txt to determine how the superseded data were derived.
 OY1341
 OY1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP751050(NAD 83)
 OY1341_MARKER: DV = VERTICAL CONTROL DISK
 OY1341_SETTING: 66 = SET IN ROCK OUTCROP
 OY1341_SP_SET: ROCK OUTCROP
 OY1341_STAMPING: G 120 RESET 1978
 OY1341_MARK LOGO: NGS   
 OY1341_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1341+STABILITY: POSITION/ELEVATION WELL
 OY1341
 OY1341  HISTORY     - Date     Condition        Report By
 OY1341  HISTORY     - 1978     MONUMENTED       NGS
 OY1341
 OY1341                          STATION DESCRIPTION
 OY1341
 OY1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 OY1341'FROM THE CAREY POST OFFICE BY GOING NORTHEAST ON US HIGHWAYS 20, 26,
 OY1341'AND 93 10.1 MILES (16.3 KM) TO MILEPOST NO 215, CONTINUE ON THE
 OY1341'HIGHWAY FOR 0.1 MILE (0.2 KM) TO THE BENCH MARK ON THE LEFT, 0.2 MILE
 OY1341'(0.3 KM) WEST OF A SHORT ROAD SOUTH TO A FILL SOURCE, 63 FEET
 OY1341'(19.2 M) NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET (0.6 M) SOUTH OF
 OY1341'A ROCK CAIRN, AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0621 ***********************************************************************
 OY0621  DESIGNATION -  G 121
 OY0621  PID         -  OY0621
 OY0621  STATE/COUNTY-  ID/POWER
 OY0621  USGS QUAD   -  MOSBY WELL (1972)
 OY0621
 OY0621                         *CURRENT SURVEY CONTROL
 OY0621  ___________________________________________________________________
 OY0621* NAD 83(1986)-  43 03 23.     (N)    113 00 44.     (W)     SCALED    
 OY0621* NAVD 88     -      1490.082  (meters)    4888.71   (feet)  ADJUSTED  
 OY0621  ___________________________________________________________________
 OY0621  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 OY0621  DYNAMIC HT  -        1489.220 (meters)    4885.88  (feet)  COMP
 OY0621  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 OY0621
 OY0621  VERT ORDER  -  SECOND    CLASS 0
 OY0621
 OY0621.The horizontal coordinates were scaled from a topographic map and have
 OY0621.an estimated accuracy of +/- 6 seconds.
 OY0621
 OY0621.The orthometric height was determined by differential leveling
 OY0621.and adjusted by the National Geodetic Survey in June 1991..
 OY0621
 OY0621.The geoid height was determined by GEOID03.
 OY0621
 OY0621.The dynamic height is computed by dividing the NAVD 88
 OY0621.geopotential number by the normal gravity value computed on the
 OY0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0621.degrees latitude (g = 980.6199 gals.).
 OY0621
 OY0621.The modeled gravity was interpolated from observed gravity values.
 OY0621
 OY0621;                    North         East    Units  Estimated Accuracy
 OY0621;SPC ID E     -   154,710.      131,120.      MT  (+/- 180 meters Scaled)
 OY0621
 OY0621                          SUPERSEDED SURVEY CONTROL
 OY0621
 OY0621  NGVD 29 (??/??/92) 1489.015  (m)         4885.21   (f) ADJ UNCH    2 0
 OY0621
 OY0621.Superseded values are not recommended for survey control.
 OY0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0621.See file dsdata.txt to determine how the superseded data were derived.
 OY0621
 OY0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN361690(NAD 83)
 OY0621_MARKER: DB = BENCH MARK DISK
 OY0621_SETTING: 66 = SET IN ROCK OUTCROP
 OY0621_SP_SET: ROCK OUTCROP
 OY0621_STAMPING: G 121 1958
 OY0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0621+STABILITY: POSITION/ELEVATION WELL
 OY0621
 OY0621  HISTORY     - Date     Condition        Report By
 OY0621  HISTORY     - 1958     MONUMENTED       CGS
 OY0621
 OY0621                          STATION DESCRIPTION
 OY0621
 OY0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0621'15.85 MI W FROM STERLING.
 OY0621'4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AND GROCERY
 OY0621'STORE AT STERLING, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 39,
 OY0621'THENCE 2.05 MILES WEST ALONG A GRAVEL ROAD, THENCE 8.75 MILES WEST
 OY0621'ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE, IN THE TOP OF A LAVA
 OY0621'OUTCROP WHICH PROJECTS 1 FOOT ABOVE THE GROUND, 87 FEET NORTH OF THE
 OY0621'CENTER LINE OF THE ROAD (MEASURED FROM THE APPROXIMATE CENTER OF THE
 OY0621'CURVE), 57.6 FEET NORTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH
 OY0621'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0910 ***********************************************************************
 NU0910  DESIGNATION -  G 122
 NU0910  PID         -  NU0910
 NU0910  STATE/COUNTY-  ID/CASSIA
 NU0910  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0910
 NU0910                         *CURRENT SURVEY CONTROL
 NU0910  ___________________________________________________________________
 NU0910* NAD 83(1986)-  42 30 35.     (N)    113 25 06.     (W)     SCALED    
 NU0910* NAVD 88     -      1370.163  (meters)    4495.28   (feet)  ADJUSTED  
 NU0910  ___________________________________________________________________
 NU0910  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 NU0910  DYNAMIC HT  -        1369.329 (meters)    4492.54  (feet)  COMP
 NU0910  MODELED GRAV-     979,965.4   (mgal)                       NAVD 88
 NU0910
 NU0910  VERT ORDER  -  SECOND    CLASS 0
 NU0910
 NU0910.The horizontal coordinates were scaled from a topographic map and have
 NU0910.an estimated accuracy of +/- 6 seconds.
 NU0910
 NU0910.The orthometric height was determined by differential leveling
 NU0910.and adjusted by the National Geodetic Survey in June 1991..
 NU0910
 NU0910.The geoid height was determined by GEOID03.
 NU0910
 NU0910.The dynamic height is computed by dividing the NAVD 88
 NU0910.geopotential number by the normal gravity value computed on the
 NU0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0910.degrees latitude (g = 980.6199 gals.).
 NU0910
 NU0910.The modeled gravity was interpolated from observed gravity values.
 NU0910
 NU0910;                    North         East    Units  Estimated Accuracy
 NU0910;SPC ID C     -    93,800.      547,800.      MT  (+/- 180 meters Scaled)
 NU0910
 NU0910                          SUPERSEDED SURVEY CONTROL
 NU0910
 NU0910  NGVD 29 (??/??/92) 1369.144  (m)         4491.93   (f) ADJ UNCH    2 0
 NU0910
 NU0910.Superseded values are not recommended for survey control.
 NU0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0910.See file dsdata.txt to determine how the superseded data were derived.
 NU0910
 NU0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN013092(NAD 83)
 NU0910_MARKER: DB = BENCH MARK DISK
 NU0910_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0910_SP_SET: SIPHON
 NU0910_STAMPING: G 122 1958
 NU0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0910
 NU0910  HISTORY     - Date     Condition        Report By
 NU0910  HISTORY     - 1958     MONUMENTED       CGS
 NU0910
 NU0910                          STATION DESCRIPTION
 NU0910
 NU0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0910'11.35 MI E FROM DECLO.
 NU0910'11.35 MILES EAST AND SOUTHEAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE
 NU0910'JUNCTION OF STATE HIGHWAY 77 AT DECLO, AT THE INTERSECTION OF A
 NU0910'NORTH-SOUTH TRACK ROAD, IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 NU0910'WELL OF A LARGE CONCRETE IRRIGATION SIPHON, 52 FEET NORTHEAST OF THE
 NU0910'CENTER LINE OF THE HIGHWAY MEASURED FROM THE APPROXIMATE CENTER OF THE
 NU0910'INTERSECTION, 26 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 NU0910'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0021 ***********************************************************************
 SV0021  DESIGNATION -  G 123
 SV0021  PID         -  SV0021
 SV0021  STATE/COUNTY-  ID/SHOSHONE
 SV0021  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV0021
 SV0021                         *CURRENT SURVEY CONTROL
 SV0021  ___________________________________________________________________
 SV0021* NAD 83(1986)-  47 55 03.     (N)    116 11 53.     (W)     SCALED    
 SV0021* NAVD 88     -      1295.719  (meters)    4251.04   (feet)  ADJUSTED  
 SV0021  ___________________________________________________________________
 SV0021  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 SV0021  DYNAMIC HT  -        1295.680 (meters)    4250.91  (feet)  COMP
 SV0021  MODELED GRAV-     980,535.4   (mgal)                       NAVD 88
 SV0021
 SV0021  VERT ORDER  -  SECOND    CLASS 0
 SV0021
 SV0021.The horizontal coordinates were scaled from a topographic map and have
 SV0021.an estimated accuracy of +/- 6 seconds.
 SV0021
 SV0021.The orthometric height was determined by differential leveling
 SV0021.and adjusted by the National Geodetic Survey in June 1991..
 SV0021
 SV0021.The geoid height was determined by GEOID03.
 SV0021
 SV0021.The dynamic height is computed by dividing the NAVD 88
 SV0021.geopotential number by the normal gravity value computed on the
 SV0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0021.degrees latitude (g = 980.6199 gals.).
 SV0021
 SV0021.The modeled gravity was interpolated from observed gravity values.
 SV0021
 SV0021;                    North         East    Units  Estimated Accuracy
 SV0021;SPC ID W     -   694,690.      766,510.      MT  (+/- 180 meters Scaled)
 SV0021
 SV0021                          SUPERSEDED SURVEY CONTROL
 SV0021
 SV0021  NGVD 29 (??/??/92) 1294.532  (m)         4247.14   (f) ADJ UNCH    2 0
 SV0021
 SV0021.Superseded values are not recommended for survey control.
 SV0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0021.See file dsdata.txt to determine how the superseded data were derived.
 SV0021
 SV0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP599074(NAD 83)
 SV0021_MARKER: DB = BENCH MARK DISK
 SV0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0021_STAMPING: G 123 1958
 SV0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0021+STABILITY: SURFACE MOTION
 SV0021
 SV0021  HISTORY     - Date     Condition        Report By
 SV0021  HISTORY     - 1958     MONUMENTED       CGS
 SV0021
 SV0021                          STATION DESCRIPTION
 SV0021
 SV0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0021'8.65 MI N FROM MAGEE RANGER STATION.
 SV0021'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0021'THENCE 4.55 MILES NORTH ALONG A DIRT ROAD, AT A POINT WHERE TRAIL NO.
 SV0021'404 LEAVES THE ROAD, 26 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 SV0021'69 1/2 FEET NORTH AND ACROSS THE ROAD FROM A POST SUPPORTING A TRAIL
 SV0021'NO 404 SIGN, 1.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 SV0021'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SV0021'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0106 ***********************************************************************
 SV0106  DESIGNATION -  G 124
 SV0106  PID         -  SV0106
 SV0106  STATE/COUNTY-  ID/SHOSHONE
 SV0106  USGS QUAD   -  KELLOGG WEST (1996)
 SV0106
 SV0106                         *CURRENT SURVEY CONTROL
 SV0106  ___________________________________________________________________
 SV0106* NAD 83(1986)-  47 37 26.     (N)    116 12 23.     (W)     SCALED    
 SV0106* NAVD 88     -       674.542  (meters)    2213.06   (feet)  ADJUSTED  
 SV0106  ___________________________________________________________________
 SV0106  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 SV0106  DYNAMIC HT  -         674.526 (meters)    2213.01  (feet)  COMP
 SV0106  MODELED GRAV-     980,568.1   (mgal)                       NAVD 88
 SV0106
 SV0106  VERT ORDER  -  SECOND    CLASS 0
 SV0106
 SV0106.The horizontal coordinates were scaled from a topographic map and have
 SV0106.an estimated accuracy of +/- 6 seconds.
 SV0106
 SV0106.The orthometric height was determined by differential leveling
 SV0106.and adjusted by the National Geodetic Survey in June 1991..
 SV0106
 SV0106.The geoid height was determined by GEOID03.
 SV0106
 SV0106.The dynamic height is computed by dividing the NAVD 88
 SV0106.geopotential number by the normal gravity value computed on the
 SV0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0106.degrees latitude (g = 980.6199 gals.).
 SV0106
 SV0106.The modeled gravity was interpolated from observed gravity values.
 SV0106
 SV0106;                    North         East    Units  Estimated Accuracy
 SV0106;SPC ID W     -   662,050.      765,700.      MT  (+/- 180 meters Scaled)
 SV0106
 SV0106                          SUPERSEDED SURVEY CONTROL
 SV0106
 SV0106  NGVD 29 (??/??/92)  673.390  (m)         2209.28   (f) ADJ UNCH    2 0
 SV0106
 SV0106.Superseded values are not recommended for survey control.
 SV0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0106.See file dsdata.txt to determine how the superseded data were derived.
 SV0106
 SV0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN596748(NAD 83)
 SV0106_MARKER: DB = BENCH MARK DISK
 SV0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0106_STAMPING: G 124 1958
 SV0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0106+STABILITY: SURFACE MOTION
 SV0106
 SV0106  HISTORY     - Date     Condition        Report By
 SV0106  HISTORY     - 1958     MONUMENTED       CGS
 SV0106  HISTORY     - 1980     MARK NOT FOUND   USGS
 SV0106
 SV0106                          STATION DESCRIPTION
 SV0106
 SV0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0106'8.0 MI NE FROM KINGSTON.
 SV0106'2.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 SV0106'HIGHWAY 10 AT KINGSTON, THENCE 5.8 MILES NORTHEAST ALONG A ROAD
 SV0106'FOLLOWING THE RIGHT BANK OF THE COEUR DALENE RIVER, 126 FEET EAST OF
 SV0106'THE CENTER OF THE JUNCTION OF A TRACK ROAD LEADING NORTHWEST THROUGH A
 SV0106'STOCK PEN TO A RANCHHOUSE, ON THE INSIDE OF A CURVE, 25 FEET
 SV0106'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 69 FEET EAST-SOUTHEAST
 SV0106'AND ACROSS THE ROAD FROM THE EAST CORNER OF A STOCK PEN, 1.4 FEET
 SV0106'NORTHWEST OF A FENCE, 2.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1
 SV0106'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SV0106'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SV0106
 SV0106                          STATION RECOVERY (1980)
 SV0106
 SV0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0189 ***********************************************************************
 RZ0189  DESIGNATION -  G 125
 RZ0189  PID         -  RZ0189
 RZ0189  STATE/COUNTY-  ID/CLEARWATER
 RZ0189  USGS QUAD   -  OROFINO EAST (1994)
 RZ0189
 RZ0189                         *CURRENT SURVEY CONTROL
 RZ0189  ___________________________________________________________________
 RZ0189* NAD 83(1986)-  46 22 37.     (N)    116 10 31.     (W)     SCALED    
 RZ0189* NAVD 88     -       331.026  (meters)    1086.04   (feet)  ADJUSTED  
 RZ0189  ___________________________________________________________________
 RZ0189  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 RZ0189  DYNAMIC HT  -         331.011 (meters)    1085.99  (feet)  COMP
 RZ0189  MODELED GRAV-     980,561.5   (mgal)                       NAVD 88
 RZ0189
 RZ0189  VERT ORDER  -  SECOND    CLASS 0
 RZ0189
 RZ0189.The horizontal coordinates were scaled from a topographic map and have
 RZ0189.an estimated accuracy of +/- 6 seconds.
 RZ0189
 RZ0189.The orthometric height was determined by differential leveling
 RZ0189.and adjusted by the National Geodetic Survey in June 1991..
 RZ0189
 RZ0189.The geoid height was determined by GEOID03.
 RZ0189
 RZ0189.The dynamic height is computed by dividing the NAVD 88
 RZ0189.geopotential number by the normal gravity value computed on the
 RZ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0189.degrees latitude (g = 980.6199 gals.).
 RZ0189
 RZ0189.The modeled gravity was interpolated from observed gravity values.
 RZ0189
 RZ0189;                    North         East    Units  Estimated Accuracy
 RZ0189;SPC ID W     -   523,430.      767,280.      MT  (+/- 180 meters Scaled)
 RZ0189
 RZ0189                          SUPERSEDED SURVEY CONTROL
 RZ0189
 RZ0189  NGVD 29 (??/??/92)  329.992  (m)         1082.65   (f) ADJ UNCH    2 0
 RZ0189
 RZ0189.Superseded values are not recommended for survey control.
 RZ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0189.See file dsdata.txt to determine how the superseded data were derived.
 RZ0189
 RZ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM634362(NAD 83)
 RZ0189_MARKER: DB = BENCH MARK DISK
 RZ0189_SETTING: 80 = SET IN A BOULDER
 RZ0189_STAMPING: G 125 1935
 RZ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0189+STABILITY: SURFACE MOTION
 RZ0189
 RZ0189  HISTORY     - Date     Condition        Report By
 RZ0189  HISTORY     - 1935     MONUMENTED       CGS
 RZ0189
 RZ0189                          STATION DESCRIPTION
 RZ0189
 RZ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0189'0.7 MI S FROM GREER.
 RZ0189'0.7 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RZ0189'GREER, 0.1 MILE NORTH OF THE SIDING SIGN AT CHAPIN, 500 FEET SOUTH OF
 RZ0189'MILEPOST 38, 12.2 FEET NORTHWEST OF THE FOURTH POLE SOUTH OF MILEPOST
 RZ0189'38, IN THE TOP OF A 6-BY 6-FOOT BOULDER PROJECTING 2 INCHES ABOVE
 RZ0189'GROUND, 21.3 FEET NORTH OF THE SOUTH EDGE OF THE ROCK, AND 0.7 FOOT
 RZ0189'EAST OF THE WEST EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0266 ***********************************************************************
 RZ0266  DESIGNATION -  G 126
 RZ0266  PID         -  RZ0266
 RZ0266  STATE/COUNTY-  ID/NEZ PERCE
 RZ0266  USGS QUAD   -  CULDESAC NORTH (1984)
 RZ0266
 RZ0266                         *CURRENT SURVEY CONTROL
 RZ0266  ___________________________________________________________________
 RZ0266* NAD 83(1992)-  46 29 48.21881(N)    116 43 52.27212(W)     ADJUSTED  
 RZ0266* NAVD 88     -       257.808  (meters)     845.83   (feet)  ADJUSTED  
 RZ0266  ___________________________________________________________________
 RZ0266  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 RZ0266  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 RZ0266  DYNAMIC HT  -         257.806 (meters)     845.82  (feet)  COMP
 RZ0266  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 RZ0266
 RZ0266  HORZ ORDER  -  SECOND
 RZ0266  VERT ORDER  -  FIRST     CLASS II
 RZ0266
 RZ0266.The horizontal coordinates were established by classical geodetic methods
 RZ0266.and adjusted by the National Geodetic Survey in July 1992..
 RZ0266
 RZ0266.The orthometric height was determined by differential leveling
 RZ0266.and adjusted by the National Geodetic Survey in June 1991..
 RZ0266
 RZ0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ0266
 RZ0266.The geoid height was determined by GEOID03.
 RZ0266
 RZ0266.The dynamic height is computed by dividing the NAVD 88
 RZ0266.geopotential number by the normal gravity value computed on the
 RZ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0266.degrees latitude (g = 980.6199 gals.).
 RZ0266
 RZ0266.The modeled gravity was interpolated from observed gravity values.
 RZ0266
 RZ0266;                    North         East     Units Scale Factor Converg.
 RZ0266;SPC ID W     -   537,118.733   724,682.254   MT  1.00000304   -0 42 42.2
 RZ0266;UTM  11      - 5,149,274.825   520,627.786   MT  0.99960523   +0 11 41.9
 RZ0266
 RZ0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ0266!SPC ID W     -   0.99996241  x   1.00000304  =   0.99996545
 RZ0266!UTM  11      -   0.99996241  x   0.99960523  =   0.99956766
 RZ0266
 RZ0266                          SUPERSEDED SURVEY CONTROL
 RZ0266
 RZ0266  NAD 83(1986)-  46 29 48.22453(N)    116 43 52.26765(W) AD(       ) 2
 RZ0266  NAD 27      -  46 29 48.62160(N)    116 43 48.72370(W) AD(       ) 2
 RZ0266  NGVD 29 (??/??/92)  256.810  (m)          842.55   (f) ADJ UNCH    1 2
 RZ0266
 RZ0266.Superseded values are not recommended for survey control.
 RZ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0266.See file dsdata.txt to determine how the superseded data were derived.
 RZ0266
 RZ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM2062849275(NAD 83)
 RZ0266_MARKER: DB = BENCH MARK DISK
 RZ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0266_STAMPING: G 126 1935
 RZ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0266+STABILITY: SURFACE MOTION
 RZ0266
 RZ0266  HISTORY     - Date     Condition        Report By
 RZ0266  HISTORY     - 1959     MONUMENTED       CGS
 RZ0266  HISTORY     - 1957     GOOD             USGS
 RZ0266  HISTORY     - 1981     MARK NOT FOUND   USGS
 RZ0266
 RZ0266                          STATION DESCRIPTION
 RZ0266
 RZ0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ0266'ABOUT 2.9 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY
 RZ0266'FROM THE STATION AT ARROW, ABOUT 500 FEET NORTHWEST OF THE
 RZ0266'OVERHEAD BRIDGE ON STATE HIGHWAY 9, 54.3 FEET SOUTHEAST OF
 RZ0266'MILEPOST 3, 43 FEET NORTHWEST OF THE FIRST POLE SOUTHEAST OF
 RZ0266'THE MILEPOST, 12.6 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RZ0266'TRACK, AND ABOUT 1.4 FEET NORTHEAST OF THE FOOT OF A HILL.
 RZ0266'A STANDARD DISK, STAMPED G 126 1935 AND SET IN THE TOP OF A
 RZ0266'CONCRETE POST.
 RZ0266
 RZ0266                          STATION RECOVERY (1957)
 RZ0266
 RZ0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RZ0266'2.9 MI NE FROM ARROW.
 RZ0266'ABOUT 2.9 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RZ0266'STATION AT ARROW, NEZ PERCE COUNTY, ABOUT 715 FEET NORTHWEST OF A
 RZ0266'STEEL GIRDER BRIDGE AT MYRTLE ON THE OLD ROUTE OF STATE HIGHWAY 9,
 RZ0266'54.3 FEET SOUTH OF MILEPOST 3, 43 FEET NORTH OF THE FIRST POLE SOUTH
 RZ0266'OF THE MILEPOST, 12.4 FEET WEST OF THE CENTERLINE OF THE TRACK, AT THE
 RZ0266'BASE OF THE HILL AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 RZ0266'STAMPED G 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
 RZ0266
 RZ0266                          STATION RECOVERY (1981)
 RZ0266
 RZ0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RZ0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0156 ***********************************************************************
 RZ0156  DESIGNATION -  G 127
 RZ0156  PID         -  RZ0156
 RZ0156  STATE/COUNTY-  ID/CLEARWATER
 RZ0156  USGS QUAD   -  OROFINO WEST (1994)
 RZ0156
 RZ0156                         *CURRENT SURVEY CONTROL
 RZ0156  ___________________________________________________________________
 RZ0156* NAD 83(1986)-  46 28 52.     (N)    116 15 31.     (W)     SCALED    
 RZ0156* NAVD 88     -       311.063  (meters)    1020.55   (feet)  ADJUSTED  
 RZ0156  ___________________________________________________________________
 RZ0156  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 RZ0156  DYNAMIC HT  -         311.058 (meters)    1020.53  (feet)  COMP
 RZ0156  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 RZ0156
 RZ0156  VERT ORDER  -  FIRST     CLASS II
 RZ0156
 RZ0156.The horizontal coordinates were scaled from a topographic map and have
 RZ0156.an estimated accuracy of +/- 6 seconds.
 RZ0156
 RZ0156.The orthometric height was determined by differential leveling
 RZ0156.and adjusted by the National Geodetic Survey in June 1991..
 RZ0156.WARNING-Repeat measurements at this control monument indicate possible
 RZ0156.vertical movement.
 RZ0156
 RZ0156.The geoid height was determined by GEOID03.
 RZ0156
 RZ0156.The dynamic height is computed by dividing the NAVD 88
 RZ0156.geopotential number by the normal gravity value computed on the
 RZ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0156.degrees latitude (g = 980.6199 gals.).
 RZ0156
 RZ0156.The modeled gravity was interpolated from observed gravity values.
 RZ0156
 RZ0156;                    North         East    Units  Estimated Accuracy
 RZ0156;SPC ID W     -   535,040.      760,950.      MT  (+/- 180 meters Scaled)
 RZ0156
 RZ0156                          SUPERSEDED SURVEY CONTROL
 RZ0156
 RZ0156  NGVD 29 (??/??/92)  310.053  (m)         1017.23   (f) ADJ UNCH    1 2
 RZ0156
 RZ0156.Superseded values are not recommended for survey control.
 RZ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0156.See file dsdata.txt to determine how the superseded data were derived.
 RZ0156
 RZ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM569477(NAD 83)
 RZ0156_MARKER: DB = BENCH MARK DISK
 RZ0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0156_SP_SET: FOUNDATION
 RZ0156_STAMPING: G-127 1935
 RZ0156_MARK LOGO: CGS   
 RZ0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0156
 RZ0156  HISTORY     - Date     Condition        Report By
 RZ0156  HISTORY     - 1935     MONUMENTED       CGS
 RZ0156  HISTORY     - 1980     GOOD             NGS
 RZ0156
 RZ0156                          STATION DESCRIPTION
 RZ0156
 RZ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0156'IN OROFINO.
 RZ0156'TABLET SET HORIZONTALLY IN SOUTHWEST CORNER OF WEST CONCRETE
 RZ0156'FOUNDATION TO NORTHERN PACIFIC RAILWAY WATER TANK.  ABOUT 120 FEET
 RZ0156'SOUTHEAST OF SOUTHEAST CORNER OF NORTHERN PACIFIC RAILWAY STATION.
 RZ0156'13.7 FEET NORTH OF CENTERLINE OF N.P.RY. MAIN TRACK.  4.1 FT. SOUTH OF
 RZ0156'SOUTH SIDE OF TOOL HOUSE UNDER WATER TANK.  1 FT. NORTH OF CONCRETE
 RZ0156'PILLAR SUPPORTING WOODEN COLUMN TO WATER TANK.
 RZ0156
 RZ0156                          STATION RECOVERY (1980)
 RZ0156
 RZ0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0156'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0016 ***********************************************************************
 RZ0016  DESIGNATION -  G 128
 RZ0016  PID         -  RZ0016
 RZ0016  STATE/COUNTY-  ID/CLEARWATER
 RZ0016  USGS QUAD   -  AHSAHKA (1994)
 RZ0016
 RZ0016                         *CURRENT SURVEY CONTROL
 RZ0016  ___________________________________________________________________
 RZ0016* NAD 83(1986)-  46 37 15.     (N)    116 15 52.     (W)     SCALED    
 RZ0016* NAVD 88     -       341.171  (meters)    1119.33   (feet)  ADJUSTED  
 RZ0016  ___________________________________________________________________
 RZ0016  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 RZ0016  DYNAMIC HT  -         341.164 (meters)    1119.30  (feet)  COMP
 RZ0016  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 RZ0016
 RZ0016  VERT ORDER  -  SECOND    CLASS 0
 RZ0016
 RZ0016.The horizontal coordinates were scaled from a topographic map and have
 RZ0016.an estimated accuracy of +/- 6 seconds.
 RZ0016
 RZ0016.The orthometric height was determined by differential leveling
 RZ0016.and adjusted by the National Geodetic Survey in June 1991..
 RZ0016
 RZ0016.The geoid height was determined by GEOID03.
 RZ0016
 RZ0016.The dynamic height is computed by dividing the NAVD 88
 RZ0016.geopotential number by the normal gravity value computed on the
 RZ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0016.degrees latitude (g = 980.6199 gals.).
 RZ0016
 RZ0016.The modeled gravity was interpolated from observed gravity values.
 RZ0016
 RZ0016;                    North         East    Units  Estimated Accuracy
 RZ0016;SPC ID W     -   550,570.      760,600.      MT  (+/- 180 meters Scaled)
 RZ0016
 RZ0016                          SUPERSEDED SURVEY CONTROL
 RZ0016
 RZ0016  NGVD 29 (??/??/92)  340.132  (m)         1115.92   (f) ADJ UNCH    2 0
 RZ0016
 RZ0016.Superseded values are not recommended for survey control.
 RZ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0016.See file dsdata.txt to determine how the superseded data were derived.
 RZ0016
 RZ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM563632(NAD 83)
 RZ0016_MARKER: DB = BENCH MARK DISK
 RZ0016_SETTING: 80 = SET IN A BOULDER
 RZ0016_SP_SET: ROCK BOULDER
 RZ0016_STAMPING: G-128 1935
 RZ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0016+STABILITY: SURFACE MOTION
 RZ0016
 RZ0016  HISTORY     - Date     Condition        Report By
 RZ0016  HISTORY     - 1935     MONUMENTED       CGS
 RZ0016  HISTORY     - 1959     MARK NOT FOUND   NGS
 RZ0016
 RZ0016                          STATION DESCRIPTION
 RZ0016
 RZ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0016'12.2 MI NE FROM AHSAHKA.
 RZ0016'12.2 MILES NORTHEAST OF, ALONG COUNTY RD. TO ELK RIVER, FROM NO. PAC.
 RZ0016'RY. STATION.  TABLET SET HORIZONTALLY IN 14 FT. X 16 FT. X 18 FT. ROCK
 RZ0016'BOULDER ON SOUTHEAST SIDE OF ROAD AT SOUTHEAST BANK OF NORTH FORK OF
 RZ0016'CLEARWATER RIVER. ABOUT 250 FEET NORTHEAST OF FARM HOUSE AND JUNCTION
 RZ0016'OF COUNTY ROAD AND ROAD LEADING UP A MOUNTAIN. 80 FEET SOUTHEAST OF
 RZ0016'CENTERLINE OF COUNTY ROAD. 25 FEET NORTHWEST OF SOUTHEAST BANK OF
 RZ0016'RIVER.  15.9 FEET SOUTHEAST OF 12 INCH IN DIAMETER FIR TREE. 14 FEET
 RZ0016'ABOVE LEVEL OF GROUND. 8 FEET SOUTHWEST OF NORTHEAST EDGE OF ROCK. 3.2
 RZ0016'FEET NORTHEAST OF SOUTHWEST EDGE OF ROCK.
 RZ0016
 RZ0016                          STATION RECOVERY (1959)
 RZ0016
 RZ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0443 ***********************************************************************
 RY0443  DESIGNATION -  G 129
 RY0443  PID         -  RY0443
 RY0443  STATE/COUNTY-  ID/IDAHO
 RY0443  USGS QUAD   -  STITES (1966)
 RY0443
 RY0443                         *CURRENT SURVEY CONTROL
 RY0443  ___________________________________________________________________
 RY0443* NAD 83(1986)-  46 01 29.     (N)    115 58 25.     (W)     SCALED    
 RY0443* NAVD 88     -       454.909  (meters)    1492.48   (feet)  ADJUSTED  
 RY0443  ___________________________________________________________________
 RY0443  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 RY0443  DYNAMIC HT  -         454.868 (meters)    1492.35  (feet)  COMP
 RY0443  MODELED GRAV-     980,510.5   (mgal)                       NAVD 88
 RY0443
 RY0443  VERT ORDER  -  SECOND    CLASS 0
 RY0443
 RY0443.The horizontal coordinates were scaled from a topographic map and have
 RY0443.an estimated accuracy of +/- 6 seconds.
 RY0443
 RY0443.The orthometric height was determined by differential leveling
 RY0443.and adjusted by the National Geodetic Survey in June 1991..
 RY0443
 RY0443.The geoid height was determined by GEOID03.
 RY0443
 RY0443.The dynamic height is computed by dividing the NAVD 88
 RY0443.geopotential number by the normal gravity value computed on the
 RY0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0443.degrees latitude (g = 980.6199 gals.).
 RY0443
 RY0443.The modeled gravity was interpolated from observed gravity values.
 RY0443
 RY0443;                    North         East    Units  Estimated Accuracy
 RY0443;SPC ID W     -   484,210.      782,690.      MT  (+/- 180 meters Scaled)
 RY0443
 RY0443                          SUPERSEDED SURVEY CONTROL
 RY0443
 RY0443  NGVD 29 (??/??/92)  453.873  (m)         1489.08   (f) ADJ UNCH    2 0
 RY0443
 RY0443.Superseded values are not recommended for survey control.
 RY0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0443.See file dsdata.txt to determine how the superseded data were derived.
 RY0443
 RY0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL794973(NAD 83)
 RY0443_MARKER: DB = BENCH MARK DISK
 RY0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0443_STAMPING: G 129 1935
 RY0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0443+STABILITY: SURFACE MOTION
 RY0443
 RY0443  HISTORY     - Date     Condition        Report By
 RY0443  HISTORY     - 1935     MONUMENTED       CGS
 RY0443
 RY0443                          STATION DESCRIPTION
 RY0443
 RY0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0443'3.5 MI N FROM HARPSTER.
 RY0443'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 RY0443'HARPSTER, IDAHO COUNTY, ABOUT 0.2 MILE SOUTHEAST OF A ROCK CUT, ABOUT
 RY0443'0.1 MILE WEST OF A SHARP CURVE, ABOUT 250 FEET NORTHEAST OF THE
 RY0443'NORTHEAST BANK OF CLEARWATER RIVER, ON THE SOUTHWEST SLOPE OF A HILL,
 RY0443'40 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9.4 FEET SOUTH OF
 RY0443'A 16-INCH PINE TREE, 8.4 FEET NORTH OF AN 18-INCH BLAZED PINE TREE,
 RY0443'AND ABOUT 8 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED G 129
 RY0443'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0078 ***********************************************************************
 OZ0078  DESIGNATION -  G 13
 OZ0078  PID         -  OZ0078
 OZ0078  STATE/COUNTY-  ID/LINCOLN
 OZ0078  USGS QUAD   -  RICHFIELD (1979)
 OZ0078
 OZ0078                         *CURRENT SURVEY CONTROL
 OZ0078  ___________________________________________________________________
 OZ0078* NAD 83(1986)-  43 03 05.     (N)    114 08 24.     (W)     SCALED    
 OZ0078* NAVD 88     -      1312.526  (meters)    4306.18   (feet)  ADJUSTED  
 OZ0078  ___________________________________________________________________
 OZ0078  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 OZ0078  DYNAMIC HT  -        1311.848 (meters)    4303.95  (feet)  COMP
 OZ0078  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 OZ0078
 OZ0078  VERT ORDER  -  FIRST     CLASS II
 OZ0078
 OZ0078.The horizontal coordinates were scaled from a topographic map and have
 OZ0078.an estimated accuracy of +/- 6 seconds.
 OZ0078
 OZ0078.The orthometric height was determined by differential leveling
 OZ0078.and adjusted by the National Geodetic Survey in June 1991..
 OZ0078
 OZ0078.The geoid height was determined by GEOID03.
 OZ0078
 OZ0078.The dynamic height is computed by dividing the NAVD 88
 OZ0078.geopotential number by the normal gravity value computed on the
 OZ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0078.degrees latitude (g = 980.6199 gals.).
 OZ0078
 OZ0078.The modeled gravity was interpolated from observed gravity values.
 OZ0078
 OZ0078;                    North         East    Units  Estimated Accuracy
 OZ0078;SPC ID C     -   153,820.      488,590.      MT  (+/- 180 meters Scaled)
 OZ0078
 OZ0078                          SUPERSEDED SURVEY CONTROL
 OZ0078
 OZ0078  NGVD 29 (??/??/92) 1311.610  (m)         4303.17   (f) ADJ UNCH    1 2
 OZ0078
 OZ0078.Superseded values are not recommended for survey control.
 OZ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0078.See file dsdata.txt to determine how the superseded data were derived.
 OZ0078
 OZ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH329704(NAD 83)
 OZ0078_MARKER: DB = BENCH MARK DISK
 OZ0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0078_SP_SET: ABUTMENT
 OZ0078_STAMPING: 4303.295 G 13 1933
 OZ0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0078
 OZ0078  HISTORY     - Date     Condition        Report By
 OZ0078  HISTORY     - 1933     MONUMENTED       CGS
 OZ0078  HISTORY     - 1934     GOOD             NGS
 OZ0078
 OZ0078                          STATION DESCRIPTION
 OZ0078
 OZ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0078'0.7 MI NE FROM RICHFIELD.
 OZ0078'0.7 MILE NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OZ0078'RICHFIELD, LINCOLN COUNTY, AT TRESTLE 16.03, IN THE TOP OF THE
 OZ0078'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT, AND 10 FEET
 OZ0078'SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 OZ0078'4303.295 G 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0382 ***********************************************************************
 RY0382  DESIGNATION -  G 130
 RY0382  PID         -  RY0382
 RY0382  STATE/COUNTY-  ID/CLEARWATER
 RY0382  USGS QUAD   -  JAYPE (1994)
 RY0382
 RY0382                         *CURRENT SURVEY CONTROL
 RY0382  ___________________________________________________________________
 RY0382* NAD 83(1986)-  46 30 01.     (N)    115 48 45.     (W)     SCALED    
 RY0382* NAVD 88     -       928.640  (meters)    3046.71   (feet)  ADJUSTED  
 RY0382  ___________________________________________________________________
 RY0382  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 RY0382  DYNAMIC HT  -         928.521 (meters)    3046.32  (feet)  COMP
 RY0382  MODELED GRAV-     980,454.2   (mgal)                       NAVD 88
 RY0382
 RY0382  VERT ORDER  -  FIRST     CLASS II
 RY0382
 RY0382.The horizontal coordinates were scaled from a topographic map and have
 RY0382.an estimated accuracy of +/- 6 seconds.
 RY0382
 RY0382.The orthometric height was determined by differential leveling
 RY0382.and adjusted by the National Geodetic Survey in June 1991..
 RY0382
 RY0382.The geoid height was determined by GEOID03.
 RY0382
 RY0382.The dynamic height is computed by dividing the NAVD 88
 RY0382.geopotential number by the normal gravity value computed on the
 RY0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0382.degrees latitude (g = 980.6199 gals.).
 RY0382
 RY0382.The modeled gravity was interpolated from observed gravity values.
 RY0382
 RY0382;                    North         East    Units  Estimated Accuracy
 RY0382;SPC ID W     -   537,050.      795,200.      MT  (+/- 180 meters Scaled)
 RY0382
 RY0382                          SUPERSEDED SURVEY CONTROL
 RY0382
 RY0382  NGVD 29 (??/??/92)  927.536  (m)         3043.09   (f) ADJ UNCH    1 2
 RY0382
 RY0382.Superseded values are not recommended for survey control.
 RY0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0382.See file dsdata.txt to determine how the superseded data were derived.
 RY0382
 RY0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM911503(NAD 83)
 RY0382_MARKER: DB = BENCH MARK DISK
 RY0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0382_STAMPING: G 130 1935
 RY0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0382+STABILITY: SURFACE MOTION
 RY0382
 RY0382  HISTORY     - Date     Condition        Report By
 RY0382  HISTORY     - 1935     MONUMENTED       CGS
 RY0382  HISTORY     - 1950     GOOD             NGS
 RY0382  HISTORY     - 1962     MARK NOT FOUND   NGS
 RY0382
 RY0382                          STATION DESCRIPTION
 RY0382
 RY0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0382'1.3 MI W FROM PIERCE.
 RY0382'0.2 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0382'PIERCE, THENCE 1.1 MILES WEST ALONG THE JAYPE ROAD, 17 1/2 RAILS WEST
 RY0382'ALONG THE NORTHERN PACIFIC RAILROAD FROM TRESTLE NO. 61 OVER THE JAYPE
 RY0382'ROAD, 75.2 FEET EAST OF A TELEPHONE GUY POLE, 50.2 FEET EAST OF THE
 RY0382'EAST POST OF A RAIL RACK, 29.4 FEET SOUTH OF A 13-INCH WHITE PINE
 RY0382'TREE, 21.2 FEET NORTH OF THE NORTH RAIL OF THE TRACK, ABOUT 1 1/2 FEET
 RY0382'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT 0.8
 RY0382'FOOT BELOW THE GROUND.
 RY0382
 RY0382                          STATION RECOVERY (1962)
 RY0382
 RY0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RY0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0131 ***********************************************************************
 SV0131  DESIGNATION -  G 132
 SV0131  PID         -  SV0131
 SV0131  STATE/COUNTY-  ID/KOOTENAI
 SV0131  USGS QUAD   -  ROSE LAKE (1996)
 SV0131
 SV0131                         *CURRENT SURVEY CONTROL
 SV0131  ___________________________________________________________________
 SV0131* NAD 83(1986)-  47 34 15.     (N)    116 24 29.     (W)     SCALED    
 SV0131* NAVD 88     -       660.889  (meters)    2168.27   (feet)  ADJUSTED  
 SV0131  ___________________________________________________________________
 SV0131  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 SV0131  DYNAMIC HT  -         660.895 (meters)    2168.29  (feet)  COMP
 SV0131  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 SV0131
 SV0131  VERT ORDER  -  SECOND    CLASS 0
 SV0131
 SV0131.The horizontal coordinates were scaled from a topographic map and have
 SV0131.an estimated accuracy of +/- 6 seconds.
 SV0131
 SV0131.The orthometric height was determined by differential leveling
 SV0131.and adjusted by the National Geodetic Survey in June 1991..
 SV0131
 SV0131.The geoid height was determined by GEOID03.
 SV0131
 SV0131.The dynamic height is computed by dividing the NAVD 88
 SV0131.geopotential number by the normal gravity value computed on the
 SV0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0131.degrees latitude (g = 980.6199 gals.).
 SV0131
 SV0131.The modeled gravity was interpolated from observed gravity values.
 SV0131
 SV0131;                    North         East    Units  Estimated Accuracy
 SV0131;SPC ID W     -   656,260.      750,490.      MT  (+/- 180 meters Scaled)
 SV0131
 SV0131                          SUPERSEDED SURVEY CONTROL
 SV0131
 SV0131  NGVD 29 (??/??/92)  659.772  (m)         2164.60   (f) ADJ UNCH    2 0
 SV0131
 SV0131.Superseded values are not recommended for survey control.
 SV0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0131.See file dsdata.txt to determine how the superseded data were derived.
 SV0131
 SV0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN445687(NAD 83)
 SV0131_MARKER: DB = BENCH MARK DISK
 SV0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0131_STAMPING: G 132 1935
 SV0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0131+STABILITY: SURFACE MOTION
 SV0131
 SV0131  HISTORY     - Date     Condition        Report By
 SV0131  HISTORY     - 1935     MONUMENTED       CGS
 SV0131  HISTORY     - 1958     GOOD             NGS
 SV0131  HISTORY     - 1980     MARK NOT FOUND   USGS
 SV0131
 SV0131                          STATION DESCRIPTION
 SV0131
 SV0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0131'4.75 MI NW FROM CATALDO.
 SV0131'4.75 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0131'RAILROAD STATION AT CATALDO, 150 FEET NORTHWEST OF THE CENTERLINE OF
 SV0131'JUNCTION OF A GRAVEL ROAD SOUTH TO EAGLE PEAK, 86.0 FEET NORTHWEST OF
 SV0131'THE CENTERLINE OF THE HIGHWAY 10.0 FEET NORTHWEST OF A FENCE LINE,
 SV0131'23.5 FEET NORTH OF A TELEPHONE POLE AT THE FOOT OF A SMALL BANK, AND
 SV0131'ABOUT LEVEL WITH THE HIGHWAY, SET IN TOP OF A 6 X 6 INCH CONCRETE POST
 SV0131'FLUSH WITH THE GROUND.
 SV0131
 SV0131                          STATION RECOVERY (1980)
 SV0131
 SV0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0270 ***********************************************************************
 SV0270  DESIGNATION -  G 133
 SV0270  PID         -  SV0270
 SV0270  STATE/COUNTY-  ID/BENEWAH
 SV0270  USGS QUAD   -  CHATCOLET (1981)
 SV0270
 SV0270                         *CURRENT SURVEY CONTROL
 SV0270  ___________________________________________________________________
 SV0270* NAD 83(1986)-  47 22 18.     (N)    116 45 51.     (W)     SCALED    
 SV0270* NAVD 88     -       651.496  (meters)    2137.45   (feet)  ADJUSTED  
 SV0270  ___________________________________________________________________
 SV0270  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 SV0270  DYNAMIC HT  -         651.479 (meters)    2137.39  (feet)  COMP
 SV0270  MODELED GRAV-     980,566.9   (mgal)                       NAVD 88
 SV0270
 SV0270  VERT ORDER  -  SECOND    CLASS 0
 SV0270
 SV0270.The horizontal coordinates were scaled from a topographic map and have
 SV0270.an estimated accuracy of +/- 6 seconds.
 SV0270
 SV0270.The orthometric height was determined by differential leveling
 SV0270.and adjusted by the National Geodetic Survey in June 1991..
 SV0270
 SV0270.The geoid height was determined by GEOID03.
 SV0270
 SV0270.The dynamic height is computed by dividing the NAVD 88
 SV0270.geopotential number by the normal gravity value computed on the
 SV0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0270.degrees latitude (g = 980.6199 gals.).
 SV0270
 SV0270.The modeled gravity was interpolated from observed gravity values.
 SV0270
 SV0270;                    North         East    Units  Estimated Accuracy
 SV0270;SPC ID W     -   634,410.      723,410.      MT  (+/- 180 meters Scaled)
 SV0270
 SV0270                          SUPERSEDED SURVEY CONTROL
 SV0270
 SV0270  NGVD 29 (??/??/92)  650.361  (m)         2133.73   (f) ADJ UNCH    2 0
 SV0270
 SV0270.Superseded values are not recommended for survey control.
 SV0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0270.See file dsdata.txt to determine how the superseded data were derived.
 SV0270
 SV0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN178464(NAD 83)
 SV0270_MARKER: DB = BENCH MARK DISK
 SV0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0270_SP_SET: PIER
 SV0270_STAMPING: G 133 1935
 SV0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0270
 SV0270  HISTORY     - Date     Condition        Report By
 SV0270  HISTORY     - 1935     MONUMENTED       CGS
 SV0270  HISTORY     - 1935     GOOD             NGS
 SV0270  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 SV0270
 SV0270                          STATION DESCRIPTION
 SV0270
 SV0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0270'IN CHATCOLET.
 SV0270'AT CHATCOLET, BENEWAH COUNTY, ON THE OLD OREGON-WASHINGTON RAILROAD
 SV0270'AND NAVIGATION CO. RAILROAD, ABOUT 190 FEET SOUTH OF THE POST OFFICE
 SV0270'AND THE STATION SIGN, 117 FEET SOUTH OF A TRACK FROG, 45 FEET
 SV0270'NORTHEAST OF THE CENTER OF A TURNTABLE, 10.4 FEET WEST OF THE
 SV0270'CENTERLINE OF THE TRACK, AT A STEEL WATER TANK, AND IN THE TOP OF THE
 SV0270'SOUTHEAST CORNER OF THE SOUTHEAST FOUNDATION PIER.  A STANDARD DISK,
 SV0270'STAMPED G 133 1935.
 SV0270
 SV0270                          STATION RECOVERY (1974)
 SV0270
 SV0270'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 SV0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0284 ***********************************************************************
 SV0284  DESIGNATION -  G 134
 SV0284  PID         -  SV0284
 SV0284  STATE/COUNTY-  ID/KOOTENAI
 SV0284  USGS QUAD   -  MEDIMONT (1981)
 SV0284
 SV0284                         *CURRENT SURVEY CONTROL
 SV0284  ___________________________________________________________________
 SV0284* NAD 83(1986)-  47 29 43.     (N)    116 33 52.     (W)     SCALED    
 SV0284* NAVD 88     -       650.704  (meters)    2134.85   (feet)  ADJUSTED  
 SV0284  ___________________________________________________________________
 SV0284  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 SV0284  DYNAMIC HT  -         650.712 (meters)    2134.88  (feet)  COMP
 SV0284  MODELED GRAV-     980,603.9   (mgal)                       NAVD 88
 SV0284
 SV0284  VERT ORDER  -  SECOND    CLASS 0
 SV0284
 SV0284.The horizontal coordinates were scaled from a topographic map and have
 SV0284.an estimated accuracy of +/- 6 seconds.
 SV0284
 SV0284.The orthometric height was determined by differential leveling
 SV0284.and adjusted by the National Geodetic Survey in June 1991..
 SV0284
 SV0284.The geoid height was determined by GEOID03.
 SV0284
 SV0284.The dynamic height is computed by dividing the NAVD 88
 SV0284.geopotential number by the normal gravity value computed on the
 SV0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0284.degrees latitude (g = 980.6199 gals.).
 SV0284
 SV0284.The modeled gravity was interpolated from observed gravity values.
 SV0284
 SV0284;                    North         East    Units  Estimated Accuracy
 SV0284;SPC ID W     -   647,980.      738,640.      MT  (+/- 180 meters Scaled)
 SV0284
 SV0284                          SUPERSEDED SURVEY CONTROL
 SV0284
 SV0284  NGVD 29 (??/??/92)  649.597  (m)         2131.22   (f) ADJ UNCH    2 0
 SV0284
 SV0284.Superseded values are not recommended for survey control.
 SV0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0284.See file dsdata.txt to determine how the superseded data were derived.
 SV0284
 SV0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN328602(NAD 83)
 SV0284_MARKER: DB = BENCH MARK DISK
 SV0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0284_STAMPING: G 134 1935
 SV0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0284+STABILITY: SURFACE MOTION
 SV0284
 SV0284  HISTORY     - Date     Condition        Report By
 SV0284  HISTORY     - 1935     MONUMENTED       CGS
 SV0284
 SV0284                          STATION DESCRIPTION
 SV0284
 SV0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0284'1.7 MI SW FROM LANE.
 SV0284'1.7 MILES SOUTHWEST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0284'NAVIGATION CO. RAILROAD FROM THE STATION AT LANE, KOOTENAI COUNTY, 0.3
 SV0284'MILE SOUTH OF MILEPOST 44, ABOUT 135 FEET SOUTH OF THE CENTER OF A
 SV0284'CROSSING, 21.3 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 2.8 FEET
 SV0284'SOUTH OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED G 134 1935 AND
 SV0284'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0304 ***********************************************************************
 SV0304  DESIGNATION -  G 135
 SV0304  PID         -  SV0304
 SV0304  STATE/COUNTY-  ID/BENEWAH
 SV0304  USGS QUAD   -  ST MARIES (1995)
 SV0304
 SV0304                         *CURRENT SURVEY CONTROL
 SV0304  ___________________________________________________________________
 SV0304* NAD 83(1986)-  47 20 44.     (N)    116 31 07.     (W)     SCALED    
 SV0304* NAVD 88     -       652.390  (meters)    2140.38   (feet)  ADJUSTED  
 SV0304  ___________________________________________________________________
 SV0304  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 SV0304  DYNAMIC HT  -         652.354 (meters)    2140.26  (feet)  COMP
 SV0304  MODELED GRAV-     980,539.2   (mgal)                       NAVD 88
 SV0304
 SV0304  VERT ORDER  -  SECOND    CLASS 0
 SV0304
 SV0304.The horizontal coordinates were scaled from a topographic map and have
 SV0304.an estimated accuracy of +/- 6 seconds.
 SV0304
 SV0304.The orthometric height was determined by differential leveling
 SV0304.and adjusted by the National Geodetic Survey in June 1991..
 SV0304
 SV0304.The geoid height was determined by GEOID03.
 SV0304
 SV0304.The dynamic height is computed by dividing the NAVD 88
 SV0304.geopotential number by the normal gravity value computed on the
 SV0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0304.degrees latitude (g = 980.6199 gals.).
 SV0304
 SV0304.The modeled gravity was interpolated from observed gravity values.
 SV0304
 SV0304;                    North         East    Units  Estimated Accuracy
 SV0304;SPC ID W     -   631,300.      741,920.      MT  (+/- 180 meters Scaled)
 SV0304
 SV0304                          SUPERSEDED SURVEY CONTROL
 SV0304
 SV0304  NGVD 29 (??/??/92)  651.246  (m)         2136.63   (f) ADJ UNCH    2 0
 SV0304
 SV0304.Superseded values are not recommended for survey control.
 SV0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0304.See file dsdata.txt to determine how the superseded data were derived.
 SV0304
 SV0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN363436(NAD 83)
 SV0304_MARKER: DB = BENCH MARK DISK
 SV0304_SETTING: 0 = UNSPECIFIED SETTING
 SV0304_STAMPING: G-135 1935
 SV0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0304
 SV0304  HISTORY     - Date     Condition        Report By
 SV0304  HISTORY     - 1935     MONUMENTED       CGS
 SV0304  HISTORY     - 1937     GOOD             LOCENG
 SV0304  HISTORY     - 1957     MARK NOT FOUND   USGS
 SV0304  HISTORY     - 1982     MARK NOT FOUND   NGS
 SV0304
 SV0304                          STATION DESCRIPTION
 SV0304
 SV0304'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 SV0304'3.7 MI NE FROM ST MARIES.
 SV0304'3.7 MILES NORTHEAST OF, ALONG ROAD TO AVERY, FROM RY. STATION ABOUT
 SV0304'135 FEET SOUTH OF SOUTHEAST CORNER OF FARM HOUSE ON J A JACOTS FARM.
 SV0304'ABOUT 650 FEET NORTH OF CENTERLINE OF ROAD.  62.3 FEET SOUTH OF YARD
 SV0304'GATE.  7.5 FEET WEST OF CENTERLINE OF ROAD LEADING TO FARM HOUSE.
 SV0304
 SV0304                          STATION RECOVERY (1957)
 SV0304
 SV0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SV0304'MARK NOT FOUND.
 SV0304
 SV0304                          STATION RECOVERY (1982)
 SV0304
 SV0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SV0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0527 ***********************************************************************
 QA0527  DESIGNATION -  G 136
 QA0527  PID         -  QA0527
 QA0527  STATE/COUNTY-  ID/VALLEY
 QA0527  USGS QUAD   -  EAGLE NEST (1988)
 QA0527
 QA0527                         *CURRENT SURVEY CONTROL
 QA0527  ___________________________________________________________________
 QA0527* NAD 83(1986)-  44 32 32.     (N)    115 55 23.     (W)     SCALED    
 QA0527* NAVD 88     -      1564.973  (meters)    5134.42   (feet)  ADJUSTED  
 QA0527  ___________________________________________________________________
 QA0527  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 QA0527  DYNAMIC HT  -        1564.212 (meters)    5131.92  (feet)  COMP
 QA0527  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 QA0527
 QA0527  VERT ORDER  -  SECOND    CLASS 0
 QA0527
 QA0527.The horizontal coordinates were scaled from a topographic map and have
 QA0527.an estimated accuracy of +/- 6 seconds.
 QA0527
 QA0527.The orthometric height was determined by differential leveling
 QA0527.and adjusted by the National Geodetic Survey in June 1991..
 QA0527
 QA0527.The geoid height was determined by GEOID03.
 QA0527
 QA0527.The dynamic height is computed by dividing the NAVD 88
 QA0527.geopotential number by the normal gravity value computed on the
 QA0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0527.degrees latitude (g = 980.6199 gals.).
 QA0527
 QA0527.The modeled gravity was interpolated from observed gravity values.
 QA0527
 QA0527;                    North         East    Units  Estimated Accuracy
 QA0527;SPC ID W     -   319,450.      786,250.      MT  (+/- 180 meters Scaled)
 QA0527
 QA0527                          SUPERSEDED SURVEY CONTROL
 QA0527
 QA0527  NGVD 29 (??/??/92) 1563.848  (m)         5130.72   (f) ADJ UNCH    2 0
 QA0527
 QA0527.Superseded values are not recommended for survey control.
 QA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0527.See file dsdata.txt to determine how the superseded data were derived.
 QA0527
 QA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK855326(NAD 83)
 QA0527_MARKER: DB = BENCH MARK DISK
 QA0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0527_STAMPING: G 136 1935
 QA0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0527+STABILITY: SURFACE MOTION
 QA0527
 QA0527  HISTORY     - Date     Condition        Report By
 QA0527  HISTORY     - 1935     MONUMENTED       CGS
 QA0527
 QA0527                          STATION DESCRIPTION
 QA0527
 QA0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0527'8.5 MI NE FROM CASCADE.
 QA0527'8.5 MILES NORTHEAST ALONG THE KNOX ROAD FROM THE OREGON SHORT LINE
 QA0527'RAILROAD STATION AT CASCADE, VALLEY COUNTY, ABOUT 0.7 MILE NORTH OF
 QA0527'THE JUNCTION OF A ROAD LEADING TO HORSE THIEF BASIN, ABOUT 0.1 MILE
 QA0527'SOUTHWEST OF THE TOP OF A SMALL KNOLL, 30 FEET NORTHWEST OF THE CENTER
 QA0527'LINE OF THE ROAD, AND 5 FEET NORTHEAST OF THE FENCE.  A STANDARD DISK,
 QA0527'STAMPED G 136 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0052 ***********************************************************************
 QB0052  DESIGNATION -  G 137
 QB0052  PID         -  QB0052
 QB0052  STATE/COUNTY-  ID/ADAMS
 QB0052  USGS QUAD   -  MEADOWS (1973)
 QB0052
 QB0052                         *CURRENT SURVEY CONTROL
 QB0052  ___________________________________________________________________
 QB0052* NAD 83(1986)-  44 56 54.     (N)    116 10 01.     (W)     SCALED    
 QB0052* NAVD 88     -      1544.206  (meters)    5066.28   (feet)  ADJUSTED  
 QB0052  ___________________________________________________________________
 QB0052  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 QB0052  DYNAMIC HT  -        1543.587 (meters)    5064.25  (feet)  COMP
 QB0052  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 QB0052
 QB0052  VERT ORDER  -  SECOND    CLASS 0
 QB0052
 QB0052.The horizontal coordinates were scaled from a topographic map and have
 QB0052.an estimated accuracy of +/- 6 seconds.
 QB0052
 QB0052.The orthometric height was determined by differential leveling
 QB0052.and adjusted by the National Geodetic Survey in June 1991..
 QB0052
 QB0052.The geoid height was determined by GEOID03.
 QB0052
 QB0052.The dynamic height is computed by dividing the NAVD 88
 QB0052.geopotential number by the normal gravity value computed on the
 QB0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0052.degrees latitude (g = 980.6199 gals.).
 QB0052
 QB0052.The modeled gravity was interpolated from observed gravity values.
 QB0052
 QB0052;                    North         East    Units  Estimated Accuracy
 QB0052;SPC ID W     -   364,650.      767,100.      MT  (+/- 180 meters Scaled)
 QB0052
 QB0052                          SUPERSEDED SURVEY CONTROL
 QB0052
 QB0052  NGVD 29 (??/??/92) 1543.057  (m)         5062.51   (f) ADJ UNCH    2 0
 QB0052
 QB0052.Superseded values are not recommended for survey control.
 QB0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0052.See file dsdata.txt to determine how the superseded data were derived.
 QB0052
 QB0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK657775(NAD 83)
 QB0052_MARKER: DB = BENCH MARK DISK
 QB0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0052_STAMPING: G 137 1935
 QB0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0052+STABILITY: SURFACE MOTION
 QB0052
 QB0052  HISTORY     - Date     Condition        Report By
 QB0052  HISTORY     - 1935     MONUMENTED       CGS
 QB0052  HISTORY     - 1973     GOOD             USGS
 QB0052
 QB0052                          STATION DESCRIPTION
 QB0052
 QB0052'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QB0052'7.1 MI E FROM NEW MEADOWS.
 QB0052'ABOUT 7.1 MILES EAST ALONG STATE HIGHWAY 55 FROM THE JUNCTION WITH
 QB0052'U.S. HIGHWAY 95 AT NEW MEADOWS, ADAMS COUNTY, 3.8 MILES NORTHWEST
 QB0052'ALONG STATE HIGHWAY 55 FROM THE BRIDGE OVER THE PAYETTE RIVER IN
 QB0052'MCCALL, VALLEY COUNTY, 0.4 MILE SOUTHEAST OF THE JUNCTION OF THE ECKS
 QB0052'FLAT ROAD, AT THE TOP OF A HILL, 53 FEET WEST OF THE CENTERLINE OF THE
 QB0052'HIGHWAY, AND 2 FEET WEST OF A WITNESS POST IN THE RIGHT-OF-WAY FENCE.
 QB0052'A STANDARD DISK, STAMPED G 137 1935 AND SET IN THE TOP OF A CONCRETE
 QB0052'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0552 ***********************************************************************
 QA0552  DESIGNATION -  G 138
 QA0552  PID         -  QA0552
 QA0552  STATE/COUNTY-  ID/VALLEY
 QA0552  USGS QUAD   -  LANDMARK (1988)
 QA0552
 QA0552                         *CURRENT SURVEY CONTROL
 QA0552  ___________________________________________________________________
 QA0552* NAD 83(1986)-  44 38 42.     (N)    115 35 08.     (W)     SCALED    
 QA0552* NAVD 88     -      2223.428  (meters)    7294.70   (feet)  ADJUSTED  
 QA0552  ___________________________________________________________________
 QA0552  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 QA0552  DYNAMIC HT  -        2222.066 (meters)    7290.23  (feet)  COMP
 QA0552  MODELED GRAV-     979,924.8   (mgal)                       NAVD 88
 QA0552
 QA0552  VERT ORDER  -  SECOND    CLASS 0
 QA0552
 QA0552.The horizontal coordinates were scaled from a topographic map and have
 QA0552.an estimated accuracy of +/- 6 seconds.
 QA0552
 QA0552.The orthometric height was determined by differential leveling
 QA0552.and adjusted by the National Geodetic Survey in June 1991..
 QA0552
 QA0552.The geoid height was determined by GEOID03.
 QA0552
 QA0552.The dynamic height is computed by dividing the NAVD 88
 QA0552.geopotential number by the normal gravity value computed on the
 QA0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0552.degrees latitude (g = 980.6199 gals.).
 QA0552
 QA0552.The modeled gravity was interpolated from observed gravity values.
 QA0552
 QA0552;                    North         East    Units  Estimated Accuracy
 QA0552;SPC ID W     -   330,870.      813,050.      MT  (+/- 180 meters Scaled)
 QA0552
 QA0552                          SUPERSEDED SURVEY CONTROL
 QA0552
 QA0552  NGVD 29 (??/??/92) 2222.029  (m)         7290.11   (f) ADJ UNCH    2 0
 QA0552
 QA0552.Superseded values are not recommended for survey control.
 QA0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0552.See file dsdata.txt to determine how the superseded data were derived.
 QA0552
 QA0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK121444(NAD 83)
 QA0552_MARKER: DB = BENCH MARK DISK
 QA0552_SETTING: 80 = SET IN A BOULDER
 QA0552_SP_SET: BOULDER
 QA0552_STAMPING: G 138 1935
 QA0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0552+STABILITY: SURFACE MOTION
 QA0552
 QA0552  HISTORY     - Date     Condition        Report By
 QA0552  HISTORY     - 1935     MONUMENTED       CGS
 QA0552  HISTORY     - 1948     GOOD             NGS
 QA0552
 QA0552                          STATION DESCRIPTION
 QA0552
 QA0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0552'2.7 MI W FROM LANDMARK.
 QA0552'2.7 MILES WEST ALONG THE KNOX ROAD FROM THE RANGER STATION AT
 QA0552'LANDMARK, VALLEY COUNTY, AT WARM LAKE SUMMIT, ABOUT 110 FEET WEST OF
 QA0552'THE SUMMIT SIGN, ABOUT 54.5 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 QA0552'AND IN THE TOP OF AN 8- BY 10-FOOT BOULDER PROJECTING ABOUT 3 FEET
 QA0552'ABOVE GROUND.  A STANDARD DISK, STAMPED G 138 1935.
 QA0552
 QA0552                          STATION RECOVERY (1948)
 QA0552
 QA0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 QA0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0077 ***********************************************************************
 QB0077  DESIGNATION -  G 139
 QB0077  PID         -  QB0077
 QB0077  STATE/COUNTY-  ID/VALLEY
 QB0077  USGS QUAD   -  DONNELLY (1985)
 QB0077
 QB0077                         *CURRENT SURVEY CONTROL
 QB0077  ___________________________________________________________________
 QB0077* NAD 83(1986)-  44 37 43.     (N)    116 04 36.     (W)     SCALED    
 QB0077* NAVD 88     -      1469.763  (meters)    4822.05   (feet)  ADJUSTED  
 QB0077  ___________________________________________________________________
 QB0077  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 QB0077  DYNAMIC HT  -        1469.099 (meters)    4819.87  (feet)  COMP
 QB0077  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 QB0077
 QB0077  VERT ORDER  -  SECOND    CLASS 0
 QB0077
 QB0077.The horizontal coordinates were scaled from a topographic map and have
 QB0077.an estimated accuracy of +/- 6 seconds.
 QB0077
 QB0077.The orthometric height was determined by differential leveling
 QB0077.and adjusted by the National Geodetic Survey in June 1991..
 QB0077
 QB0077.The geoid height was determined by GEOID03.
 QB0077
 QB0077.The dynamic height is computed by dividing the NAVD 88
 QB0077.geopotential number by the normal gravity value computed on the
 QB0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0077.degrees latitude (g = 980.6199 gals.).
 QB0077
 QB0077.The modeled gravity was interpolated from observed gravity values.
 QB0077
 QB0077;                    North         East    Units  Estimated Accuracy
 QB0077;SPC ID W     -   329,090.      774,080.      MT  (+/- 180 meters Scaled)
 QB0077
 QB0077                          SUPERSEDED SURVEY CONTROL
 QB0077
 QB0077  NGVD 29 (??/??/92) 1468.658  (m)         4818.42   (f) ADJ UNCH    2 0
 QB0077
 QB0077.Superseded values are not recommended for survey control.
 QB0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0077.See file dsdata.txt to determine how the superseded data were derived.
 QB0077
 QB0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK732421(NAD 83)
 QB0077_MARKER: DB = BENCH MARK DISK
 QB0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0077_STAMPING: G 139 1935
 QB0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0077+STABILITY: SURFACE MOTION
 QB0077
 QB0077  HISTORY     - Date     Condition        Report By
 QB0077  HISTORY     - 1935     MONUMENTED       CGS
 QB0077  HISTORY     - 1961     GOOD             USGS
 QB0077
 QB0077                          STATION DESCRIPTION
 QB0077
 QB0077'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QB0077'6.2 MI S FROM DONNELLY.
 QB0077'6.2 MILES SOUTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE HIGH
 QB0077'SCHOOL AT DONNELLY, VALLEY COUNTY, THEN 1.0 MILES SOUTH ALONG AN
 QB0077'ABANDONED RAILROAD GRADE.  225 FEET SOUTH OF AN OLD GRADE CROSSING AND
 QB0077'60 FEET EAST OF CENTERLINE OF OLD RAILROAD GRADE, AND SET IN THE TOP
 QB0077'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0006 ***********************************************************************
 OZ0006  DESIGNATION -  G 14
 OZ0006  PID         -  OZ0006
 OZ0006  STATE/COUNTY-  ID/BLAINE
 OZ0006  USGS QUAD   -  HAILEY (1967)
 OZ0006
 OZ0006                         *CURRENT SURVEY CONTROL
 OZ0006  ___________________________________________________________________
 OZ0006* NAD 83(1986)-  43 31 25.     (N)    114 18 46.     (W)     SCALED    
 OZ0006* NAVD 88     -      1632.441  (meters)    5355.77   (feet)  ADJUSTED  
 OZ0006  ___________________________________________________________________
 OZ0006  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 OZ0006  DYNAMIC HT  -        1631.489 (meters)    5352.64  (feet)  COMP
 OZ0006  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 OZ0006
 OZ0006  VERT ORDER  -  FIRST     CLASS II
 OZ0006
 OZ0006.The horizontal coordinates were scaled from a topographic map and have
 OZ0006.an estimated accuracy of +/- 6 seconds.
 OZ0006
 OZ0006.The orthometric height was determined by differential leveling
 OZ0006.and adjusted by the National Geodetic Survey in June 1991..
 OZ0006
 OZ0006.The geoid height was determined by GEOID03.
 OZ0006
 OZ0006.The dynamic height is computed by dividing the NAVD 88
 OZ0006.geopotential number by the normal gravity value computed on the
 OZ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0006.degrees latitude (g = 980.6199 gals.).
 OZ0006
 OZ0006.The modeled gravity was interpolated from observed gravity values.
 OZ0006
 OZ0006;                    North         East    Units  Estimated Accuracy
 OZ0006;SPC ID C     -   206,320.      474,720.      MT  (+/- 180 meters Scaled)
 OZ0006
 OZ0006                          SUPERSEDED SURVEY CONTROL
 OZ0006
 OZ0006  NGVD 29 (??/??/92) 1631.305  (m)         5352.04   (f) ADJ UNCH    1 2
 OZ0006
 OZ0006.Superseded values are not recommended for survey control.
 OZ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0006.See file dsdata.txt to determine how the superseded data were derived.
 OZ0006
 OZ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ171224(NAD 83)
 OZ0006_MARKER: DB = BENCH MARK DISK
 OZ0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0006_SP_SET: CAPSTONE
 OZ0006_STAMPING: 5352.145 G 14 1933
 OZ0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0006
 OZ0006  HISTORY     - Date     Condition        Report By
 OZ0006  HISTORY     - 1933     MONUMENTED       CGS
 OZ0006  HISTORY     - 20060914 MARK NOT FOUND   USGS
 OZ0006
 OZ0006                          STATION DESCRIPTION
 OZ0006
 OZ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OZ0006'IN HAILEY.
 OZ0006'AT HAILEY, BLAINE COUNTY, AT THE GRAMMAR SCHOOL, ON THE SOUTH SIDE OF
 OZ0006'THE MAIN ENTRANCE, IN THE WEST FACE OF THE CAPSTONE, AND 4 FEET ABOVE
 OZ0006'GROUND.  A STANDARD DISK, STAMPED 5352. 145 G 14 1933 AND SET
 OZ0006'VERTICALLY.
 OZ0006
 OZ0006                          STATION RECOVERY (2006)
 OZ0006
 OZ0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0167 ***********************************************************************
 QB0167  DESIGNATION -  G 140
 QB0167  PID         -  QB0167
 QB0167  STATE/COUNTY-  ID/VALLEY
 QB0167  USGS QUAD   -  SMITHS FERRY (1985)
 QB0167
 QB0167                         *CURRENT SURVEY CONTROL
 QB0167  ___________________________________________________________________
 QB0167* NAD 83(1986)-  44 17 54.     (N)    116 05 21.     (W)     SCALED    
 QB0167* NAVD 88     -      1382.281  (meters)    4535.03   (feet)  ADJUSTED  
 QB0167  ___________________________________________________________________
 QB0167  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 QB0167  DYNAMIC HT  -        1381.666 (meters)    4533.02  (feet)  COMP
 QB0167  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 QB0167
 QB0167  VERT ORDER  -  SECOND    CLASS 0
 QB0167
 QB0167.The horizontal coordinates were scaled from a topographic map and have
 QB0167.an estimated accuracy of +/- 6 seconds.
 QB0167
 QB0167.The orthometric height was determined by differential leveling
 QB0167.and adjusted by the National Geodetic Survey in June 1991..
 QB0167
 QB0167.The geoid height was determined by GEOID03.
 QB0167
 QB0167.The dynamic height is computed by dividing the NAVD 88
 QB0167.geopotential number by the normal gravity value computed on the
 QB0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0167.degrees latitude (g = 980.6199 gals.).
 QB0167
 QB0167.The modeled gravity was interpolated from observed gravity values.
 QB0167
 QB0167;                    North         East    Units  Estimated Accuracy
 QB0167;SPC ID W     -   292,400.      772,940.      MT  (+/- 180 meters Scaled)
 QB0167
 QB0167                          SUPERSEDED SURVEY CONTROL
 QB0167
 QB0167  NGVD 29 (??/??/92) 1381.112  (m)         4531.20   (f) ADJ UNCH    2 0
 QB0167
 QB0167.Superseded values are not recommended for survey control.
 QB0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0167.See file dsdata.txt to determine how the superseded data were derived.
 QB0167
 QB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK726054(NAD 83)
 QB0167_MARKER: DB = BENCH MARK DISK
 QB0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0167_SP_SET: CULVERT
 QB0167_STAMPING: G 140 1935
 QB0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0167
 QB0167  HISTORY     - Date     Condition        Report By
 QB0167  HISTORY     - 1935     MONUMENTED       CGS
 QB0167
 QB0167                          STATION DESCRIPTION
 QB0167
 QB0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0167'0.2 MI S FROM SMITHS FERRY.
 QB0167'0.2 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE FIRE WARDEN RESIDENCE
 QB0167'AT SMITHS FERRY, VALLEY COUNTY, ABOUT 0.1 MILE NORTH OF A WHITE POST
 QB0167'MARKED 98, AT THE NORTH END OF A SOUTHEAST CURVE, AND IN THE TOP OF
 QB0167'THE SOUTH END OF THE WEST HEAD WALL OF A CONCRETE BOX CULVERT.  A
 QB0167'STANDARD DISK, STAMPED G 140 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0025 ***********************************************************************
 OH0025  DESIGNATION -  G 141
 OH0025  PID         -  OH0025
 OH0025  STATE/COUNTY-  ID/ADA
 OH0025  USGS QUAD   -  MERIDIAN (1971)
 OH0025
 OH0025                         *CURRENT SURVEY CONTROL
 OH0025  ___________________________________________________________________
 OH0025* NAD 83(1986)-  43 36 39.     (N)    116 27 11.     (W)     SCALED    
 OH0025* NAVD 88     -       778.615  (meters)    2554.51   (feet)  ADJUSTED  
 OH0025  ___________________________________________________________________
 OH0025  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 OH0025  DYNAMIC HT  -         778.349 (meters)    2553.63  (feet)  COMP
 OH0025  MODELED GRAV-     980,252.3   (mgal)                       NAVD 88
 OH0025
 OH0025  VERT ORDER  -  FIRST     CLASS II
 OH0025
 OH0025.The horizontal coordinates were scaled from a topographic map and have
 OH0025.an estimated accuracy of +/- 6 seconds.
 OH0025
 OH0025.The orthometric height was determined by differential leveling
 OH0025.and adjusted by the National Geodetic Survey in June 1991..
 OH0025
 OH0025.The geoid height was determined by GEOID03.
 OH0025
 OH0025.The dynamic height is computed by dividing the NAVD 88
 OH0025.geopotential number by the normal gravity value computed on the
 OH0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0025.degrees latitude (g = 980.6199 gals.).
 OH0025
 OH0025.The modeled gravity was interpolated from observed gravity values.
 OH0025
 OH0025;                    North         East    Units  Estimated Accuracy
 OH0025;SPC ID W     -   216,200.      743,250.      MT  (+/- 180 meters Scaled)
 OH0025
 OH0025                          SUPERSEDED SURVEY CONTROL
 OH0025
 OH0025  NGVD 29 (??/??/92)  777.683  (m)         2551.45   (f) ADJ UNCH    1 2
 OH0025
 OH0025.Superseded values are not recommended for survey control.
 OH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0025.See file dsdata.txt to determine how the superseded data were derived.
 OH0025
 OH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ441287(NAD 83)
 OH0025_MARKER: DB = BENCH MARK DISK
 OH0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0025_SP_SET: FOUNDATION
 OH0025_STAMPING: G 141 1935
 OH0025_MARK LOGO: CGS   
 OH0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0025
 OH0025  HISTORY     - Date     Condition        Report By
 OH0025  HISTORY     - 1935     MONUMENTED       CGS
 OH0025  HISTORY     - 1936     GOOD             NGS
 OH0025  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0025  HISTORY     - 1983     GOOD             NGS
 OH0025
 OH0025                          STATION DESCRIPTION
 OH0025
 OH0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OH0025'3.6 MI W FROM MERIDIAN.
 OH0025'3.6 MILES WEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 OH0025'AT MERIDIAN, ADA COUNTY, 0.4 MILE EAST OF MILEPOST B 461, 450 FEET
 OH0025'NORTH OF THE CENTERLINE OF THE TRACK, 105 FEET EAST OF THE CENTERLINE
 OH0025'OF THE NORTH-AND-SOUTH GRAVEL ROAD, 1.9 FEET NORTH OF THE SOUTHWEST
 OH0025'CORNER OF DISTRICT 41 ROOSEVELT SCHOOL, IN THE WEST CONCRETE
 OH0025'FOUNDATION, AND 2.8 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED G 141
 OH0025'1935.
 OH0025
 OH0025                          STATION RECOVERY (1979)
 OH0025
 OH0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0025'MARK NOT FOUND.
 OH0025
 OH0025                          STATION RECOVERY (1983)
 OH0025
 OH0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0025'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.3 KM
 OH0025'(6.4 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN NAMPA,
 OH0025'THENCE 0.6 KM (0.4 MI) NORTH ALONG ROOSEVELT ROAD, VERTICALLY IN THE
 OH0025'WEST FACE OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION WALL FOR
 OH0025'A BRICK BUILDING (FORMERLY ROOSEVELT SCHOOL), 0.1 KM (0.05 MI) NORTH
 OH0025'OF A RAILROAD CROSSING, 35.0 METERS (115 FT) EAST OF THE CENTER OF THE
 OH0025'ROAD, 7.0 METERS (23 FT) SOUTH OF THE CENTER OF THE STEPS AND
 OH0025'0.5 METER (1.6 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 OH0025'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0064 ***********************************************************************
 OH0064  DESIGNATION -  G 142
 OH0064  PID         -  OH0064
 OH0064  STATE/COUNTY-  ID/ADA
 OH0064  USGS QUAD   -  LUCKY PEAK (1972)
 OH0064
 OH0064                         *CURRENT SURVEY CONTROL
 OH0064  ___________________________________________________________________
 OH0064* NAD 83(1986)-  43 32 32.     (N)    116 02 43.     (W)     SCALED    
 OH0064* NAVD 88     -       874.071  (meters)    2867.68   (feet)  ADJUSTED  
 OH0064  ___________________________________________________________________
 OH0064  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 OH0064  DYNAMIC HT  -         873.702 (meters)    2866.47  (feet)  COMP
 OH0064  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 OH0064
 OH0064  VERT ORDER  -  SECOND    CLASS 0
 OH0064
 OH0064.The horizontal coordinates were scaled from a topographic map and have
 OH0064.an estimated accuracy of +/- 6 seconds.
 OH0064
 OH0064.The orthometric height was determined by differential leveling
 OH0064.and adjusted by the National Geodetic Survey in June 1991..
 OH0064
 OH0064.The geoid height was determined by GEOID03.
 OH0064
 OH0064.The dynamic height is computed by dividing the NAVD 88
 OH0064.geopotential number by the normal gravity value computed on the
 OH0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0064.degrees latitude (g = 980.6199 gals.).
 OH0064
 OH0064.The modeled gravity was interpolated from observed gravity values.
 OH0064
 OH0064;                    North         East    Units  Estimated Accuracy
 OH0064;SPC ID W     -   208,380.      776,140.      MT  (+/- 180 meters Scaled)
 OH0064
 OH0064                          SUPERSEDED SURVEY CONTROL
 OH0064
 OH0064  NGVD 29 (??/??/92)  873.074  (m)         2864.41   (f) ADJ UNCH    2 0
 OH0064
 OH0064.Superseded values are not recommended for survey control.
 OH0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0064.See file dsdata.txt to determine how the superseded data were derived.
 OH0064
 OH0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ771214(NAD 83)
 OH0064_MARKER: DB = BENCH MARK DISK
 OH0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0064_STAMPING: G-142 1935
 OH0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0064+STABILITY: SURFACE MOTION
 OH0064
 OH0064  HISTORY     - Date     Condition        Report By
 OH0064  HISTORY     - 1935     MONUMENTED       CGS
 OH0064  HISTORY     - 1971     MARK NOT FOUND   NGS
 OH0064
 OH0064                          STATION DESCRIPTION
 OH0064
 OH0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0064'12.3 MI SE FROM BOISE.
 OH0064'12.3 MILES SOUTHEAST OF, ALONG ST. HWY. NO. 21, FROM U.S. POST OFFICE.
 OH0064'ABOUT 0.6 MILE NORTHEAST OF FARM HOUSE.  180 FEET SOUTHWEST OF
 OH0064'CONCRETE CULVERT UNDER HIGHWAY.  37 FEET SOUTHEAST OF CENTERLINE OF
 OH0064'ST. HWY. NO. 21.  11.6 FEET EAST OF TELEPHONE POLE.  TABLET SET IN
 OH0064'PRECAST CONCRETE POST.
 OH0064
 OH0064                          STATION RECOVERY (1971)
 OH0064
 OH0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OH0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0278 ***********************************************************************
 RZ0278  DESIGNATION -  G 143
 RZ0278  PID         -  RZ0278
 RZ0278  STATE/COUNTY-  ID/NEZ PERCE
 RZ0278  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0278
 RZ0278                         *CURRENT SURVEY CONTROL
 RZ0278  ___________________________________________________________________
 RZ0278* NAD 83(1986)-  46 02 37.     (N)    116 56 02.     (W)     SCALED    
 RZ0278* NAVD 88     -       258.038  (meters)     846.58   (feet)  ADJUSTED  
 RZ0278  ___________________________________________________________________
 RZ0278  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 RZ0278  DYNAMIC HT  -         257.991 (meters)     846.43  (feet)  COMP
 RZ0278  MODELED GRAV-     980,429.9   (mgal)                       NAVD 88
 RZ0278
 RZ0278  VERT ORDER  -  FIRST     CLASS II
 RZ0278
 RZ0278.The horizontal coordinates were scaled from a topographic map and have
 RZ0278.an estimated accuracy of +/- 6 seconds.
 RZ0278
 RZ0278.The orthometric height was determined by differential leveling
 RZ0278.and adjusted by the National Geodetic Survey in June 1991..
 RZ0278
 RZ0278.The geoid height was determined by GEOID03.
 RZ0278
 RZ0278.The dynamic height is computed by dividing the NAVD 88
 RZ0278.geopotential number by the normal gravity value computed on the
 RZ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0278.degrees latitude (g = 980.6199 gals.).
 RZ0278
 RZ0278.The modeled gravity was interpolated from observed gravity values.
 RZ0278
 RZ0278;                    North         East    Units  Estimated Accuracy
 RZ0278;SPC ID W     -   486,970.      708,370.      MT  (+/- 180 meters Scaled)
 RZ0278
 RZ0278                          SUPERSEDED SURVEY CONTROL
 RZ0278
 RZ0278  NGVD 29 (??/??/92)  256.960  (m)          843.04   (f) ADJ UNCH    1 2
 RZ0278
 RZ0278.Superseded values are not recommended for survey control.
 RZ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0278.See file dsdata.txt to determine how the superseded data were derived.
 RZ0278
 RZ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL051988(NAD 83)
 RZ0278_MARKER: DD = SURVEY DISK
 RZ0278_SETTING: 80 = SET IN A BOULDER
 RZ0278_STAMPING: G 143 1941 843.4
 RZ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0278+STABILITY: SURFACE MOTION
 RZ0278
 RZ0278  HISTORY     - Date     Condition        Report By
 RZ0278  HISTORY     - 1941     MONUMENTED       DOD
 RZ0278  HISTORY     - 1946     GOOD             NGS
 RZ0278
 RZ0278                          STATION DESCRIPTION
 RZ0278
 RZ0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0278'4.3 MI S FROM ROGERSBURG.
 RZ0278'ALONG THE EAST BANK OF THE SNAKE RIVER, 4.3 MILES SOUTH OF AND ACROSS
 RZ0278'THE RIVER FROM THE JUNCTION OF THE GRANDE RONDE AND THE SNAKE RIVERS
 RZ0278'AT ROGERSBURG, ACROSS THE RIVER FROM A SHACK ON THE WEST BANK OF THE
 RZ0278'RIVER, ALMOST DIRECTLY EAST OF A GROUP OF LARGE ROCKS AT THE UPPER END
 RZ0278'OF NIGGER HEAD RAPIDS, 100.0 FEET EAST OF THE EAST BANK OF THE RIVER,
 RZ0278'U.S. ARMY ENGINEERS BRONZE DISK SET IN TOP OF A LARGE BOULDER, LARGE B
 RZ0278'M PAINTED ON THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0671 ***********************************************************************
 OH0671  DESIGNATION -  G 143
 OH0671  PID         -  OH0671
 OH0671  STATE/COUNTY-  ID/CANYON
 OH0671  USGS QUAD   -  MIDDLETON (1971)
 OH0671
 OH0671                         *CURRENT SURVEY CONTROL
 OH0671  ___________________________________________________________________
 OH0671* NAD 83(1986)-  43 41 13.     (N)    116 36 34.     (W)     SCALED    
 OH0671* NAVD 88     -       732.288  (meters)    2402.51   (feet)  ADJUSTED  
 OH0671  ___________________________________________________________________
 OH0671  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 OH0671  DYNAMIC HT  -         732.048 (meters)    2401.73  (feet)  COMP
 OH0671  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 OH0671
 OH0671  VERT ORDER  -  SECOND    CLASS I
 OH0671
 OH0671.The horizontal coordinates were scaled from a topographic map and have
 OH0671.an estimated accuracy of +/- 6 seconds.
 OH0671
 OH0671.The orthometric height was determined by differential leveling
 OH0671.and adjusted by the National Geodetic Survey in November 2005..
 OH0671.No vertical observational check was made to the station.
 OH0671
 OH0671.The geoid height was determined by GEOID03.
 OH0671
 OH0671.The dynamic height is computed by dividing the NAVD 88
 OH0671.geopotential number by the normal gravity value computed on the
 OH0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0671.degrees latitude (g = 980.6199 gals.).
 OH0671
 OH0671.The modeled gravity was interpolated from observed gravity values.
 OH0671
 OH0671;                    North         East    Units  Estimated Accuracy
 OH0671;SPC ID W     -   224,770.      730,710.      MT  (+/- 180 meters Scaled)
 OH0671
 OH0671                          SUPERSEDED SURVEY CONTROL
 OH0671
 OH0671  NAVD 88 (06/15/91)  732.311  (m)         2402.59   (f) UNKNOWN     2 0
 OH0671  NGVD 29 (??/??/92)  731.378  (m)         2399.53   (f) ADJ UNCH    2 0
 OH0671
 OH0671.Superseded values are not recommended for survey control.
 OH0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0671.See file dsdata.txt to determine how the superseded data were derived.
 OH0671
 OH0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ314371(NAD 83)
 OH0671_MARKER: DB = BENCH MARK DISK
 OH0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0671_STAMPING: G 143 1935
 OH0671_MARK LOGO: CGS   
 OH0671_PROJECTION: PROJECTING 30 CENTIMETERS
 OH0671_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0671+STABILITY: SURFACE MOTION
 OH0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0671+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2003
 OH0671
 OH0671  HISTORY     - Date     Condition        Report By
 OH0671  HISTORY     - 1935     MONUMENTED       CGS
 OH0671  HISTORY     - 1970     GOOD             NGS
 OH0671  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0671  HISTORY     - 20031219 GOOD             NGS
 OH0671
 OH0671                          STATION DESCRIPTION
 OH0671
 OH0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0671'1.4 MI S FROM MIDDLETON.
 OH0671'ON THE RAILROAD RIGHT-OF-WAY, 22 RAILS SOUTH OF MILE POST NO. 8, 46
 OH0671'FEET EAST OF THE NEAREST RAIL, 20 FEET SOUTH OF THE CENTER OF A
 OH0671'PRIVATE ROAD CROSSING, 9 FEET SOUTH OF THE SOUTH END OF A BOARD GATE,
 OH0671'3 FEET EAST OF A TELEPHONE POLE, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE
 OH0671'LINE, AND 1 FOOT NORTH OF A METAL WITNESS POST SET IN A 6-INCH
 OH0671'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 OH0671
 OH0671                          STATION RECOVERY (1983)
 OH0671
 OH0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0671'MARK NOT FOUND.
 OH0671
 OH0671                          STATION RECOVERY (2003)
 OH0671
 OH0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (CLS)
 OH0671'MARK WAS RECOVERED AS DESCRIBED IN DECEMBER 2003.  IT IS TO BE
 OH0671'DESTROYED DURING FIELD RELEVELING AND CULTIVATION.  ELEVATION WAS
 OH0671'TRANSFERED TO G 143 RESET 2003 AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4399 ***********************************************************************
 DG4399  DESIGNATION -  G 143 RESET
 DG4399  PID         -  DG4399
 DG4399  STATE/COUNTY-  ID/CANYON
 DG4399  USGS QUAD   -  MIDDLETON (1971)
 DG4399
 DG4399                         *CURRENT SURVEY CONTROL
 DG4399  ___________________________________________________________________
 DG4399* NAD 83(1986)-  43 41 07.     (N)    116 36 45.     (W)     SCALED    
 DG4399* NAVD 88     -       731.368  (meters)    2399.50   (feet)  ADJUSTED  
 DG4399  ___________________________________________________________________
 DG4399  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 DG4399  DYNAMIC HT  -         731.127 (meters)    2398.71  (feet)  COMP
 DG4399  MODELED GRAV-     980,266.9   (mgal)                       NAVD 88
 DG4399
 DG4399  VERT ORDER  -  SECOND    CLASS I
 DG4399
 DG4399.The horizontal coordinates were scaled from a topographic map and have
 DG4399.an estimated accuracy of +/- 6 seconds.
 DG4399
 DG4399.The orthometric height was determined by differential leveling
 DG4399.and adjusted by the National Geodetic Survey in November 2005..
 DG4399.No vertical observational check was made to the station.
 DG4399
 DG4399.The geoid height was determined by GEOID03.
 DG4399
 DG4399.The dynamic height is computed by dividing the NAVD 88
 DG4399.geopotential number by the normal gravity value computed on the
 DG4399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4399.degrees latitude (g = 980.6199 gals.).
 DG4399
 DG4399.The modeled gravity was interpolated from observed gravity values.
 DG4399
 DG4399;                    North         East    Units  Estimated Accuracy
 DG4399;SPC ID W     -   224,590.      730,460.      MT  (+/- 180 meters Scaled)
 DG4399
 DG4399                          SUPERSEDED SURVEY CONTROL
 DG4399
 DG4399.No superseded survey control is available for this station.
 DG4399
 DG4399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ312369(NAD 83)
 DG4399_MARKER: F = FLANGE-ENCASED ROD
 DG4399_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG4399_STAMPING: G 143 RESET 2003
 DG4399_MARK LOGO: NGS   
 DG4399_PROJECTION: FLUSH
 DG4399_MAGNETIC: I = MARKER IS A STEEL ROD
 DG4399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4399+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 DG4399_ROD/PIPE-DEPTH: 6.4  meters
 DG4399_SLEEVE-DEPTH  : 0.9 meters
 DG4399
 DG4399  HISTORY     - Date     Condition        Report By
 DG4399  HISTORY     - 20031128 MONUMENTED       NGS
 DG4399
 DG4399                          STATION DESCRIPTION
 DG4399
 DG4399'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (CLS)
 DG4399'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTH OF MIDDLETON, IN
 DG4399'THE NORTHEAST INSIDE CORNER OF A RIGHT ANGLE OFFSET IN THE
 DG4399'RIGHT-OF-WAY FENCE AT THE ENTRANCE ROAD TO THE IDAHO POWER
 DG4399'SUBSTATION.  OWNERSHIP -- IDAHO POWER.  TO REACH THE STATION FROM
 DG4399'THE JUNCTION OF STATE HIGHWAY 44 AND MIDDLETON ROAD SOUTH IN
 DG4399'MIDDLETON, GO SOUTH ON MIDDLETON ROAD FOR 2.4 KM (1.5 MI) TO THE
 DG4399'IDAHO POWER SUBSTATION ENTRANCE ROAD AND THE STATION ON THE LEFT.
 DG4399'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 DG4399'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.4 M ENCASED IN A 12 CM
 DG4399'PVC PIPE WITH STANDARD NGS LOGO CAP SURROUNDED BY CONCRETE AND FLUSH
 DG4399'WITH THE GROUND.  IT IS 54.2 M (177.8 FT) EAST FROM THE CENTER OF
 DG4399'MIDDLETON ROAD, 20.0 M (65.6 FT) NORTH FROM THE METAL BRACED FENCE
 DG4399'POST AT THE NORTH END OF A METAL GATE FOR THE SUBSTATION ROAD, 0.6 M
 DG4399'(2.0 FT) SOUTH OF THE EAST-WEST FENCE, AND 0.6 M (2.0 FT) WEST FROM A
 DG4399'FIBERGALSS WITNESS POST AT THE BRACED METAL POST FOR THE NORTH-SOUTH
 DG4399'FENCE AT THE INSIDE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0697 ***********************************************************************
 OZ0697  DESIGNATION -  G 145
 OZ0697  PID         -  OZ0697
 OZ0697  STATE/COUNTY-  ID/BOISE
 OZ0697  USGS QUAD   -  SUNSET MTN (1972)
 OZ0697
 OZ0697                         *CURRENT SURVEY CONTROL
 OZ0697  ___________________________________________________________________
 OZ0697* NAD 83(1986)-  43 56 29.     (N)    115 39 41.     (W)     SCALED    
 OZ0697* NAVD 88     -      1804.381  (meters)    5919.87   (feet)  ADJUSTED  
 OZ0697  ___________________________________________________________________
 OZ0697  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 OZ0697  DYNAMIC HT  -        1803.299 (meters)    5916.32  (feet)  COMP
 OZ0697  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 OZ0697
 OZ0697  VERT ORDER  -  SECOND    CLASS 0
 OZ0697
 OZ0697.The horizontal coordinates were scaled from a topographic map and have
 OZ0697.an estimated accuracy of +/- 6 seconds.
 OZ0697
 OZ0697.The orthometric height was determined by differential leveling
 OZ0697.and adjusted by the National Geodetic Survey in June 1991..
 OZ0697
 OZ0697.The geoid height was determined by GEOID03.
 OZ0697
 OZ0697.The dynamic height is computed by dividing the NAVD 88
 OZ0697.geopotential number by the normal gravity value computed on the
 OZ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0697.degrees latitude (g = 980.6199 gals.).
 OZ0697
 OZ0697.The modeled gravity was interpolated from observed gravity values.
 OZ0697
 OZ0697;                    North         East    Units  Estimated Accuracy
 OZ0697;SPC ID W     -   252,680.      807,110.      MT  (+/- 180 meters Scaled)
 OZ0697
 OZ0697                          SUPERSEDED SURVEY CONTROL
 OZ0697
 OZ0697  NGVD 29 (??/??/92) 1803.109  (m)         5915.70   (f) ADJ UNCH    2 0
 OZ0697
 OZ0697.Superseded values are not recommended for survey control.
 OZ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0697.See file dsdata.txt to determine how the superseded data were derived.
 OZ0697
 OZ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ074662(NAD 83)
 OZ0697_MARKER: DB = BENCH MARK DISK
 OZ0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0697_STAMPING: G 145 1935
 OZ0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0697+STABILITY: SURFACE MOTION
 OZ0697
 OZ0697  HISTORY     - Date     Condition        Report By
 OZ0697  HISTORY     - 1935     MONUMENTED       CGS
 OZ0697  HISTORY     - 1955     GOOD             USGS
 OZ0697  HISTORY     - 1972     MARK NOT FOUND   USGS
 OZ0697
 OZ0697                          STATION DESCRIPTION
 OZ0697
 OZ0697'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OZ0697'14.2 MI NE FROM IDAHO CITY.
 OZ0697'14.2 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0697'AT IDAHO CITY, BOISE COUNTY, 0.8 MILE NORTH OF MOORES CREEK SUMMIT, AT
 OZ0697'THE EAST SLOPE OF THE HILL, AT A SWITCHBACK, 80 FEET SOUTHWEST OF A
 OZ0697'CONCRETE BOX CULVERT, AND 46.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 OZ0697'HIGHWAY.  A STANDARD DISK, STAMPED G 145 1935 AND SET IN THE TOP OF A
 OZ0697'CONCRETE POST.
 OZ0697
 OZ0697                          STATION RECOVERY (1972)
 OZ0697
 OZ0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OZ0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0135 ***********************************************************************
 QB0135  DESIGNATION -  G 146
 QB0135  PID         -  QB0135
 QB0135  STATE/COUNTY-  ID/GEM
 QB0135  USGS QUAD   -  OLA (1970)
 QB0135
 QB0135                         *CURRENT SURVEY CONTROL
 QB0135  ___________________________________________________________________
 QB0135* NAD 83(1986)-  44 13 58.     (N)    116 18 18.     (W)     SCALED    
 QB0135* NAVD 88     -       976.386  (meters)    3203.36   (feet)  ADJUSTED  
 QB0135  ___________________________________________________________________
 QB0135  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 QB0135  DYNAMIC HT  -         976.016 (meters)    3202.15  (feet)  COMP
 QB0135  MODELED GRAV-     980,207.5   (mgal)                       NAVD 88
 QB0135
 QB0135  VERT ORDER  -  SECOND    CLASS 0
 QB0135
 QB0135.The horizontal coordinates were scaled from a topographic map and have
 QB0135.an estimated accuracy of +/- 6 seconds.
 QB0135
 QB0135.The orthometric height was determined by differential leveling
 QB0135.and adjusted by the National Geodetic Survey in June 1991..
 QB0135
 QB0135.The geoid height was determined by GEOID03.
 QB0135
 QB0135.The dynamic height is computed by dividing the NAVD 88
 QB0135.geopotential number by the normal gravity value computed on the
 QB0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0135.degrees latitude (g = 980.6199 gals.).
 QB0135
 QB0135.The modeled gravity was interpolated from observed gravity values.
 QB0135
 QB0135;                    North         East    Units  Estimated Accuracy
 QB0135;SPC ID W     -   285,210.      755,660.      MT  (+/- 180 meters Scaled)
 QB0135
 QB0135                          SUPERSEDED SURVEY CONTROL
 QB0135
 QB0135  NGVD 29 (??/??/92)  975.302  (m)         3199.80   (f) ADJ UNCH    2 0
 QB0135
 QB0135.Superseded values are not recommended for survey control.
 QB0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0135.See file dsdata.txt to determine how the superseded data were derived.
 QB0135
 QB0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ555979(NAD 83)
 QB0135_MARKER: DB = BENCH MARK DISK
 QB0135_SETTING: 66 = SET IN ROCK OUTCROP
 QB0135_SP_SET: CULVERT
 QB0135_STAMPING: G 146 1935
 QB0135_MARK LOGO: CGS   
 QB0135_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0135+STABILITY: POSITION/ELEVATION WELL
 QB0135
 QB0135  HISTORY     - Date     Condition        Report By
 QB0135  HISTORY     - 1935     MONUMENTED       CGS
 QB0135  HISTORY     - 1970     GOOD             USGS
 QB0135  HISTORY     - 19990525 GOOD             IDTD
 QB0135
 QB0135                          STATION DESCRIPTION
 QB0135
 QB0135'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QB0135'4.4 MI N FROM OLA.
 QB0135'4.4 MILES NORTH ALONG THE CRANE CREEK ROAD FROM THE JUNCTION OF THE
 QB0135'SMITHS FERRY ROAD AT OLA, 0.6 MILE NORTH OF THE TOP OF THE NORTH SLOPE
 QB0135'OF A HILL, 105 FEET SOUTH OF A STEEL CULVERT UNDER THE ROAD, 45 FEET
 QB0135'WEST OF THE CENTERLINE OF THE ROAD, 15 FEET WEST OF THE PROPERTY LINE
 QB0135'FENCE IN THE TOP OF A 3 FOOT LAVA ROAD PROJECTING 2 FEET ABOVE GROUND.
 QB0135
 QB0135                          STATION RECOVERY (1999)
 QB0135
 QB0135'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 QB0135'MARK WAS RECOVERED IN GOOD CONDITION.  THE MONUMENT IS SET IN ROCK AND
 QB0135'NOT A LIGHT STRUCTURE.  MARK IS SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0225 ***********************************************************************
 QB0225  DESIGNATION -  G 147
 QB0225  PID         -  QB0225
 QB0225  STATE/COUNTY-  ID/WASHINGTON
 QB0225  USGS QUAD   -  NUTMEG FLAT (1986)
 QB0225
 QB0225                         *CURRENT SURVEY CONTROL
 QB0225  ___________________________________________________________________
 QB0225* NAD 83(1986)-  44 15 26.     (N)    116 42 12.     (W)     SCALED    
 QB0225* NAVD 88     -      1100.143  (meters)    3609.39   (feet)  ADJUSTED  
 QB0225  ___________________________________________________________________
 QB0225  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 QB0225  DYNAMIC HT  -        1099.766 (meters)    3608.15  (feet)  COMP
 QB0225  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 QB0225
 QB0225  VERT ORDER  -  SECOND    CLASS 0
 QB0225
 QB0225.The horizontal coordinates were scaled from a topographic map and have
 QB0225.an estimated accuracy of +/- 6 seconds.
 QB0225
 QB0225.The orthometric height was determined by differential leveling
 QB0225.and adjusted by the National Geodetic Survey in June 1991..
 QB0225
 QB0225.The geoid height was determined by GEOID03.
 QB0225
 QB0225.The dynamic height is computed by dividing the NAVD 88
 QB0225.geopotential number by the normal gravity value computed on the
 QB0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0225.degrees latitude (g = 980.6199 gals.).
 QB0225
 QB0225.The modeled gravity was interpolated from observed gravity values.
 QB0225
 QB0225;                    North         East    Units  Estimated Accuracy
 QB0225;SPC ID W     -   288,210.      723,870.      MT  (+/- 180 meters Scaled)
 QB0225
 QB0225                          SUPERSEDED SURVEY CONTROL
 QB0225
 QB0225  NGVD 29 (??/??/92) 1099.109  (m)         3605.99   (f) ADJ UNCH    2 0
 QB0225
 QB0225.Superseded values are not recommended for survey control.
 QB0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0225.See file dsdata.txt to determine how the superseded data were derived.
 QB0225
 QB0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK236004(NAD 83)
 QB0225_MARKER: DB = BENCH MARK DISK
 QB0225_SETTING: 80 = SET IN A BOULDER
 QB0225_SP_SET: BOULDER
 QB0225_STAMPING: G 147 1935
 QB0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0225+STABILITY: SURFACE MOTION
 QB0225
 QB0225  HISTORY     - Date     Condition        Report By
 QB0225  HISTORY     - 1935     MONUMENTED       CGS
 QB0225  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0225
 QB0225                          STATION DESCRIPTION
 QB0225
 QB0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0225'16.7 MI E FROM WEISER.
 QB0225'ABOUT 16.7 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0225'COURTHOUSE AT WEISER, WASHINGTON COUNTY, 88 FEET SOUTH OF BEAR CREEK
 QB0225'SUMMIT, AT A SOUTHWEST-TO-EAST CURVE, 66 FEET SOUTHWEST OF THE CENTER
 QB0225'LINE OF THE ROAD, AND IN THE TOP OF A LARGE LAVA BOULDER PROJECTING
 QB0225'ABOUT 2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED G 147 1935.
 QB0225
 QB0225                          STATION RECOVERY (1983)
 QB0225
 QB0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0519 ***********************************************************************
 OH0519  DESIGNATION -  G 148
 OH0519  PID         -  OH0519
 OH0519  STATE/COUNTY-  ID/PAYETTE
 OH0519  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH0519
 OH0519                         *CURRENT SURVEY CONTROL
 OH0519  ___________________________________________________________________
 OH0519* NAD 83(1986)-  43 58 58.     (N)    116 49 57.     (W)     SCALED    
 OH0519* NAVD 88     -       683.164  (meters)    2241.35   (feet)  ADJUSTED  
 OH0519  ___________________________________________________________________
 OH0519  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 OH0519  DYNAMIC HT  -         682.955 (meters)    2240.66  (feet)  COMP
 OH0519  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 OH0519
 OH0519  VERT ORDER  -  SECOND    CLASS 0
 OH0519
 OH0519.The horizontal coordinates were scaled from a topographic map and have
 OH0519.an estimated accuracy of +/- 6 seconds.
 OH0519
 OH0519.The orthometric height was determined by differential leveling
 OH0519.and adjusted by the National Geodetic Survey in June 1991..
 OH0519
 OH0519.The geoid height was determined by GEOID03.
 OH0519
 OH0519.The dynamic height is computed by dividing the NAVD 88
 OH0519.geopotential number by the normal gravity value computed on the
 OH0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0519.degrees latitude (g = 980.6199 gals.).
 OH0519
 OH0519.The modeled gravity was interpolated from observed gravity values.
 OH0519
 OH0519;                    North         East    Units  Estimated Accuracy
 OH0519;SPC ID W     -   257,850.      713,160.      MT  (+/- 180 meters Scaled)
 OH0519
 OH0519                          SUPERSEDED SURVEY CONTROL
 OH0519
 OH0519  NGVD 29 (??/??/92)  682.220  (m)         2238.25   (f) ADJ UNCH    2 0
 OH0519
 OH0519.Superseded values are not recommended for survey control.
 OH0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0519.See file dsdata.txt to determine how the superseded data were derived.
 OH0519
 OH0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ134699(NAD 83)
 OH0519_MARKER: DB = BENCH MARK DISK
 OH0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0519_SP_SET: SIPHON
 OH0519_STAMPING: G 148 1935
 OH0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0519
 OH0519  HISTORY     - Date     Condition        Report By
 OH0519  HISTORY     - 1935     MONUMENTED       CGS
 OH0519
 OH0519                          STATION DESCRIPTION
 OH0519
 OH0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0519'5.1 MI SE FROM FRUITLAND.
 OH0519'5.1 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH0519'STATION AT FRUITLAND, PAYETTE COUNTY, 105 FEET NORTHWEST OF THE CENTER
 OH0519'OF A CROSSING, AT CONCRETE SIPHON 10.20, IN THE TOP OF THE SIPHON HEAD
 OH0519'WALL, 17.1 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 OH0519'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 148 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0202 ***********************************************************************
 OH0202  DESIGNATION -  G 149
 OH0202  PID         -  OH0202
 OH0202  STATE/COUNTY-  ID/BOISE
 OH0202  USGS QUAD   -  HORSESHOE BEND (1976)
 OH0202
 OH0202                         *CURRENT SURVEY CONTROL
 OH0202  ___________________________________________________________________
 OH0202* NAD 83(1986)-  43 57 40.     (N)    116 11 36.     (W)     SCALED    
 OH0202* NAVD 88     -       812.957  (meters)    2667.18   (feet)  ADJUSTED  
 OH0202  ___________________________________________________________________
 OH0202  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 OH0202  DYNAMIC HT  -         812.661 (meters)    2666.21  (feet)  COMP
 OH0202  MODELED GRAV-     980,228.7   (mgal)                       NAVD 88
 OH0202
 OH0202  VERT ORDER  -  SECOND    CLASS 0
 OH0202
 OH0202.The horizontal coordinates were scaled from a topographic map and have
 OH0202.an estimated accuracy of +/- 6 seconds.
 OH0202
 OH0202.The orthometric height was determined by differential leveling
 OH0202.and adjusted by the National Geodetic Survey in June 1991..
 OH0202
 OH0202.The geoid height was determined by GEOID03.
 OH0202
 OH0202.The dynamic height is computed by dividing the NAVD 88
 OH0202.geopotential number by the normal gravity value computed on the
 OH0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0202.degrees latitude (g = 980.6199 gals.).
 OH0202
 OH0202.The modeled gravity was interpolated from observed gravity values.
 OH0202
 OH0202;                    North         East    Units  Estimated Accuracy
 OH0202;SPC ID W     -   254,970.      764,420.      MT  (+/- 180 meters Scaled)
 OH0202
 OH0202                          SUPERSEDED SURVEY CONTROL
 OH0202
 OH0202  NGVD 29 (??/??/92)  811.957  (m)         2663.90   (f) ADJ UNCH    2 0
 OH0202
 OH0202.Superseded values are not recommended for survey control.
 OH0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0202.See file dsdata.txt to determine how the superseded data were derived.
 OH0202
 OH0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ647678(NAD 83)
 OH0202_MARKER: DB = BENCH MARK DISK
 OH0202_SETTING: 66 = SET IN ROCK OUTCROP
 OH0202_SP_SET: GRANITE OUTCROP
 OH0202_STAMPING: G 149 1935
 OH0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH0202+STABILITY: POSITION/ELEVATION WELL
 OH0202
 OH0202  HISTORY     - Date     Condition        Report By
 OH0202  HISTORY     - 1935     MONUMENTED       CGS
 OH0202
 OH0202                          STATION DESCRIPTION
 OH0202
 OH0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0202'1.2 MI S FROM GARDENA.
 OH0202'1.2 MILES SOUTH ALONG STATE HIGHWAY 15 FROM POST OFFICE AT GARDENA,
 OH0202'BOISE COUNTY, 1.0 MILE NORTH OF A BRIDGE OVER PAYETTE RIVER, AT THE
 OH0202'MIDDLE OF A CURVE FROM SOUTH TO EAST, AT THE EDGE OF PAYETTE RIVER,
 OH0202'48.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 35 FEET NORTHWEST OF
 OH0202'A 1-FOOT PINE TREE MARKED BM 6, IN THE TOP OF A LARGE GRANITE OUTCROP,
 OH0202'AND 5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 149
 OH0202'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0037 ***********************************************************************
 QA0037  DESIGNATION -  G 15
 QA0037  PID         -  QA0037
 QA0037  STATE/COUNTY-  ID/CUSTER
 QA0037  USGS QUAD   -  JERRY PEAK (1967)
 QA0037
 QA0037                         *CURRENT SURVEY CONTROL
 QA0037  ___________________________________________________________________
 QA0037* NAD 83(1986)-  44 00 11.     (N)    114 00 15.     (W)     SCALED    
 QA0037* NAVD 88     -      2021.626  (meters)    6632.62   (feet)  ADJUSTED  
 QA0037  ___________________________________________________________________
 QA0037  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 QA0037  DYNAMIC HT  -        2020.291 (meters)    6628.24  (feet)  COMP
 QA0037  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 QA0037
 QA0037  VERT ORDER  -  FIRST     CLASS II
 QA0037
 QA0037.The horizontal coordinates were scaled from a topographic map and have
 QA0037.an estimated accuracy of +/- 6 seconds.
 QA0037
 QA0037.The orthometric height was determined by differential leveling
 QA0037.and adjusted by the National Geodetic Survey in June 1991..
 QA0037.WARNING-Repeat measurements at this control monument indicate possible
 QA0037.vertical movement.
 QA0037
 QA0037.The geoid height was determined by GEOID03.
 QA0037
 QA0037.The dynamic height is computed by dividing the NAVD 88
 QA0037.geopotential number by the normal gravity value computed on the
 QA0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0037.degrees latitude (g = 980.6199 gals.).
 QA0037
 QA0037.The modeled gravity was interpolated from observed gravity values.
 QA0037
 QA0037;                    North         East    Units  Estimated Accuracy
 QA0037;SPC ID C     -   259,540.      499,670.      MT  (+/- 180 meters Scaled)
 QA0037
 QA0037                          SUPERSEDED SURVEY CONTROL
 QA0037
 QA0037  NGVD 29 (??/??/92) 2020.312  (m)         6628.31   (f) ADJ UNCH    1 2
 QA0037
 QA0037.Superseded values are not recommended for survey control.
 QA0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0037.See file dsdata.txt to determine how the superseded data were derived.
 QA0037
 QA0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ401765(NAD 83)
 QA0037_MARKER: DB = BENCH MARK DISK
 QA0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0037_STAMPING: 6628.395 G 15 1933
 QA0037_MARK LOGO: CGS   
 QA0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0037+STABILITY: SURFACE MOTION
 QA0037
 QA0037  HISTORY     - Date     Condition        Report By
 QA0037  HISTORY     - 1933     MONUMENTED       CGS
 QA0037  HISTORY     - 1955     GOOD             NGS
 QA0037  HISTORY     - 1983     GOOD             NGS
 QA0037  HISTORY     - 1984     GOOD             NGS
 QA0037  HISTORY     - 1985     GOOD             NGS
 QA0037
 QA0037                          STATION DESCRIPTION
 QA0037
 QA0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0037'7.9 MI W FROM CHILLY.
 QA0037'ABOUT 7.9 MILES WEST ALONG THE BARTLETT POINT ROAD FROM THE Y ROAD 0.6
 QA0037'MILES SOUTH OF CHILLY POST OFFICE, 1.2 MILES NORTHEAST OF HOWELL
 QA0037'BRIDGE, ABOUT 500 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A WIRE
 QA0037'FENCE, ON A FLAT, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD, 75 FEET
 QA0037'SOUTH OF A POWER POLE.  A STANDARD DISK SET IN A 10 INCH SQUARE
 QA0037'CONCRETE MONUMENT PROJECTING 4 INCHES.
 QA0037
 QA0037                          STATION RECOVERY (1983)
 QA0037
 QA0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QA0037'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QA0037'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 QA0037'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG
 QA0037'OLD STATE HIGHWAY 27, THENCE 12.85 KM (8.0 MI) SOUTHWEST ALONG
 QA0037'BARTLETT POINT ROAD, 1.75 KM (1.1 MI) NORTHEAST OF THE BRIDGE
 QA0037'OVER BIG LOST RIVER, 0.75 KM (0.45 MI) SOUTHWEST OF GRANT CREEK,
 QA0037'9.7 METERS (32 FT) NORTHWEST OF THE CENTER OF THE ROAD,
 QA0037'19.2 METERS (63 FT) SOUTH OF THE SIXTH POWER POLE SOUTHWEST
 QA0037'OF THE POLE FOR A RIGHT ANGLE TURN IN THE POWER LINES FROM
 QA0037'SOUTHEAST TO SOUTHWEST.
 QA0037'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 QA0037'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 QA0037
 QA0037                          STATION RECOVERY (1984)
 QA0037
 QA0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QA0037'RECOVERED IN GOOD CONDITION.
 QA0037
 QA0037                          STATION RECOVERY (1985)
 QA0037
 QA0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QA0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0240 ***********************************************************************
 RA0240  DESIGNATION -  G 150
 RA0240  PID         -  RA0240
 RA0240  STATE/COUNTY-  ID/IDAHO
 RA0240  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA0240
 RA0240                         *CURRENT SURVEY CONTROL
 RA0240  ___________________________________________________________________
 RA0240* NAD 83(1986)-  45 24 11.     (N)    116 11 52.     (W)     SCALED    
 RA0240* NAVD 88     -       558.040  (meters)    1830.84   (feet)  ADJUSTED  
 RA0240  ___________________________________________________________________
 RA0240  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 RA0240  DYNAMIC HT  -         557.893 (meters)    1830.35  (feet)  COMP
 RA0240  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 RA0240
 RA0240  VERT ORDER  -  SECOND    CLASS 0
 RA0240
 RA0240.The horizontal coordinates were scaled from a topographic map and have
 RA0240.an estimated accuracy of +/- 6 seconds.
 RA0240
 RA0240.The orthometric height was determined by differential leveling
 RA0240.and adjusted by the National Geodetic Survey in June 1991..
 RA0240
 RA0240.The geoid height was determined by GEOID03.
 RA0240
 RA0240.The dynamic height is computed by dividing the NAVD 88
 RA0240.geopotential number by the normal gravity value computed on the
 RA0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0240.degrees latitude (g = 980.6199 gals.).
 RA0240
 RA0240.The modeled gravity was interpolated from observed gravity values.
 RA0240
 RA0240;                    North         East    Units  Estimated Accuracy
 RA0240;SPC ID W     -   415,200.      764,950.      MT  (+/- 180 meters Scaled)
 RA0240
 RA0240                          SUPERSEDED SURVEY CONTROL
 RA0240
 RA0240  NGVD 29 (??/??/92)  556.958  (m)         1827.29   (f) ADJ UNCH    2 0
 RA0240
 RA0240.Superseded values are not recommended for survey control.
 RA0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0240.See file dsdata.txt to determine how the superseded data were derived.
 RA0240
 RA0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL627280(NAD 83)
 RA0240_MARKER: DD = SURVEY DISK
 RA0240_SETTING: 80 = SET IN A BOULDER
 RA0240_SP_SET: BOULDER
 RA0240_STAMPING: G 150 1941
 RA0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0240+STABILITY: SURFACE MOTION
 RA0240
 RA0240  HISTORY     - Date     Condition        Report By
 RA0240  HISTORY     - 1941     MONUMENTED       DOD
 RA0240  HISTORY     - 1945     GOOD             NGS
 RA0240
 RA0240                          STATION DESCRIPTION
 RA0240
 RA0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0240'7.7 MI E FROM RIGGINS.
 RA0240'ALONG SALMON RIVER ROAD, 7.7 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0240'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), 303.0 FEET SOUTHWEST
 RA0240'OF NEAREST TREE OF A GROUP OF PINE TREES, 14.5 FEET SOUTHEAST OF
 RA0240'CENTERLINE OF ROAD, SET IN TOP OF A PROMINENT ROCK POINT PROJECTING
 RA0240'INTO RIVER, ABOUT 1 FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0213 ***********************************************************************
 QB0213  DESIGNATION -  G 150
 QB0213  PID         -  QB0213
 QB0213  STATE/COUNTY-  ID/WASHINGTON
 QB0213  USGS QUAD   -  WEISER COVE (1952)
 QB0213
 QB0213                         *CURRENT SURVEY CONTROL
 QB0213  ___________________________________________________________________
 QB0213* NAD 83(1986)-  44 14 15.     (N)    116 52 16.     (W)     SCALED    
 QB0213* NAVD 88     -       655.947  (meters)    2152.05   (feet)  ADJUSTED  
 QB0213  ___________________________________________________________________
 QB0213  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 QB0213  DYNAMIC HT  -         655.768 (meters)    2151.47  (feet)  COMP
 QB0213  MODELED GRAV-     980,324.5   (mgal)                       NAVD 88
 QB0213
 QB0213  VERT ORDER  -  SECOND    CLASS 0
 QB0213
 QB0213.The horizontal coordinates were scaled from a topographic map and have
 QB0213.an estimated accuracy of +/- 6 seconds.
 QB0213
 QB0213.The orthometric height was determined by differential leveling
 QB0213.and adjusted by the National Geodetic Survey in June 1991..
 QB0213
 QB0213.The geoid height was determined by GEOID03.
 QB0213
 QB0213.The dynamic height is computed by dividing the NAVD 88
 QB0213.geopotential number by the normal gravity value computed on the
 QB0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0213.degrees latitude (g = 980.6199 gals.).
 QB0213
 QB0213.The modeled gravity was interpolated from observed gravity values.
 QB0213
 QB0213;                    North         East    Units  Estimated Accuracy
 QB0213;SPC ID W     -   286,190.      710,450.      MT  (+/- 180 meters Scaled)
 QB0213
 QB0213                          SUPERSEDED SURVEY CONTROL
 QB0213
 QB0213  NGVD 29 (??/??/92)  654.970  (m)         2148.85   (f) ADJ UNCH    2 0
 QB0213
 QB0213.Superseded values are not recommended for survey control.
 QB0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0213.See file dsdata.txt to determine how the superseded data were derived.
 QB0213
 QB0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ102982(NAD 83)
 QB0213_MARKER: DB = BENCH MARK DISK
 QB0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0213_STAMPING: G 150 1935
 QB0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0213+STABILITY: SURFACE MOTION
 QB0213
 QB0213  HISTORY     - Date     Condition        Report By
 QB0213  HISTORY     - 1935     MONUMENTED       CGS
 QB0213  HISTORY     - 1950     MARK NOT FOUND   NGS
 QB0213
 QB0213                          STATION DESCRIPTION
 QB0213
 QB0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0213'4.7 MI E FROM WEISER.
 QB0213'ABOUT 4.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE COUNTY
 QB0213'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 145 YARDS EAST OF
 QB0213'MILEPOST 5, ABOUT 225 YARDS SOUTHWEST OF THE JEFFERY SCHOOL, ABOUT 200
 QB0213'YARDS SOUTHWEST OF THE A. A. BRESHEARS RESIDENCE, 54 FEET WEST OF A
 QB0213'WOODEN GATE, 33 FEET NORTH OF THE CENTER LINE OF THE TRACK, 9 FEET
 QB0213'SOUTH OF THE FENCE LINE, AND 3 FEET WEST OF POLE 135.  A STANDARD
 QB0213'DISK, STAMPED G 150 1935 AND SET IN THE TOP OF A CONCRETE POST.
 QB0213
 QB0213                          STATION RECOVERY (1950)
 QB0213
 QB0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 QB0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0054 ***********************************************************************
 RZ0054  DESIGNATION -  G 151
 RZ0054  PID         -  RZ0054
 RZ0054  STATE/COUNTY-  ID/CLEARWATER
 RZ0054  USGS QUAD   -  ELK CREEK FALLS (1994)
 RZ0054
 RZ0054                         *CURRENT SURVEY CONTROL
 RZ0054  ___________________________________________________________________
 RZ0054* NAD 83(1986)-  46 44 58.     (N)    116 12 04.     (W)     SCALED    
 RZ0054* NAVD 88     -       852.967  (meters)    2798.44   (feet)  ADJUSTED  
 RZ0054  ___________________________________________________________________
 RZ0054  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 RZ0054  DYNAMIC HT  -         852.883 (meters)    2798.17  (feet)  COMP
 RZ0054  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 RZ0054
 RZ0054  VERT ORDER  -  SECOND    CLASS 0
 RZ0054
 RZ0054.The horizontal coordinates were scaled from a topographic map and have
 RZ0054.an estimated accuracy of +/- 6 seconds.
 RZ0054
 RZ0054.The orthometric height was determined by differential leveling
 RZ0054.and adjusted by the National Geodetic Survey in June 1991..
 RZ0054
 RZ0054.The geoid height was determined by GEOID03.
 RZ0054
 RZ0054.The dynamic height is computed by dividing the NAVD 88
 RZ0054.geopotential number by the normal gravity value computed on the
 RZ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0054.degrees latitude (g = 980.6199 gals.).
 RZ0054
 RZ0054.The modeled gravity was interpolated from observed gravity values.
 RZ0054
 RZ0054;                    North         East    Units  Estimated Accuracy
 RZ0054;SPC ID W     -   564,840.      765,530.      MT  (+/- 180 meters Scaled)
 RZ0054
 RZ0054                          SUPERSEDED SURVEY CONTROL
 RZ0054
 RZ0054  NGVD 29 (??/??/92)  851.854  (m)         2794.79   (f) ADJ UNCH    2 0
 RZ0054
 RZ0054.Superseded values are not recommended for survey control.
 RZ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0054.See file dsdata.txt to determine how the superseded data were derived.
 RZ0054
 RZ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM610776(NAD 83)
 RZ0054_MARKER: DB = BENCH MARK DISK
 RZ0054_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0054_SP_SET: ROCK OUTCROP
 RZ0054_STAMPING: G-151 1935
 RZ0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0054+STABILITY: POSITION/ELEVATION WELL
 RZ0054
 RZ0054  HISTORY     - Date     Condition        Report By
 RZ0054  HISTORY     - 1935     MONUMENTED       CGS
 RZ0054
 RZ0054                          STATION DESCRIPTION
 RZ0054
 RZ0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0054'4.0 MI W FROM ELK RIVER.
 RZ0054'4 MILES WEST OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  TABLET SET
 RZ0054'HORIZONTALLY IN ROCK OUTCROP IN PROMINENT ROCK CUT IN RAILROAD AT
 RZ0054'SHARP CURVE.  ABOUT 0.2 MILE NORTHEAST OF MILEPOST NO. 68.  80.6 FEET
 RZ0054'EAST OF WEST END OF RAILROAD CUT.  60.8 FEET WEST OF EAST END OF
 RZ0054'RAILROAD CUT.  15 FEET SOUTH OF CENTERLINE OF CHICAGO, MILWAUKEE,
 RZ0054'ST.PAUL AND PACIFIC RAILROAD.  ABOUT 6.5 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0085 ***********************************************************************
 RZ0085  DESIGNATION -  G 152
 RZ0085  PID         -  RZ0085
 RZ0085  STATE/COUNTY-  ID/SHOSHONE
 RZ0085  USGS QUAD   -  BECHTEL BUTTE (1994)
 RZ0085
 RZ0085                         *CURRENT SURVEY CONTROL
 RZ0085  ___________________________________________________________________
 RZ0085* NAD 83(1986)-  46 58 26.     (N)    116 16 24.     (W)     SCALED    
 RZ0085* NAVD 88     -       877.016  (meters)    2877.34   (feet)  ADJUSTED  
 RZ0085  ___________________________________________________________________
 RZ0085  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 RZ0085  DYNAMIC HT  -         876.942 (meters)    2877.10  (feet)  COMP
 RZ0085  MODELED GRAV-     980,499.6   (mgal)                       NAVD 88
 RZ0085
 RZ0085  VERT ORDER  -  SECOND    CLASS 0
 RZ0085
 RZ0085.The horizontal coordinates were scaled from a topographic map and have
 RZ0085.an estimated accuracy of +/- 6 seconds.
 RZ0085
 RZ0085.The orthometric height was determined by differential leveling
 RZ0085.and adjusted by the National Geodetic Survey in June 1991..
 RZ0085
 RZ0085.The geoid height was determined by GEOID03.
 RZ0085
 RZ0085.The dynamic height is computed by dividing the NAVD 88
 RZ0085.geopotential number by the normal gravity value computed on the
 RZ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0085.degrees latitude (g = 980.6199 gals.).
 RZ0085
 RZ0085.The modeled gravity was interpolated from observed gravity values.
 RZ0085
 RZ0085;                    North         East    Units  Estimated Accuracy
 RZ0085;SPC ID W     -   589,820.      760,180.      MT  (+/- 180 meters Scaled)
 RZ0085
 RZ0085                          SUPERSEDED SURVEY CONTROL
 RZ0085
 RZ0085  NGVD 29 (??/??/92)  875.864  (m)         2873.56   (f) ADJ UNCH    2 0
 RZ0085
 RZ0085.Superseded values are not recommended for survey control.
 RZ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0085.See file dsdata.txt to determine how the superseded data were derived.
 RZ0085
 RZ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN552025(NAD 83)
 RZ0085_MARKER: DB = BENCH MARK DISK
 RZ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0085_STAMPING: G-152 1935
 RZ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0085+STABILITY: SURFACE MOTION
 RZ0085
 RZ0085  HISTORY     - Date     Condition        Report By
 RZ0085  HISTORY     - 1935     MONUMENTED       CGS
 RZ0085
 RZ0085                          STATION DESCRIPTION
 RZ0085
 RZ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0085'2.8 MI S FROM CLARKIA.
 RZ0085'2.8 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  AT KATZ
 RZ0085'SIDING.  ABOUT 750 FEET NORTH OF MILEPOST NO. 39.  64 FEET NORTHWEST
 RZ0085'OF CENTERLINE OF RAILROAD CROSSING.  58.4 FEET NORTHWEST OF KATZ SPUR
 RZ0085'MARKER.  47.4 FEET WEST OF CENTERLINE OF CHICAGO, MILWAUKEE, ST.PAUL
 RZ0085'AND PACIFIC R.R.  32 FEET NORTH OF NORTH END OF WOODEN SWINGING GATE.
 RZ0085'8.4 FEET SOUTH OF 5 FT. HIGH AND 3 FT. AT BASE TREE STUMP.  1.8 FT.
 RZ0085'EAST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0563 ***********************************************************************
 RZ0563  DESIGNATION -  G 153
 RZ0563  PID         -  RZ0563
 RZ0563  STATE/COUNTY-  ID/LATAH
 RZ0563  USGS QUAD   -  DEARY (1994)
 RZ0563
 RZ0563                         *CURRENT SURVEY CONTROL
 RZ0563  ___________________________________________________________________
 RZ0563* NAD 83(1986)-  46 48 06.     (N)    116 30 32.     (W)     SCALED    
 RZ0563* NAVD 88     -       869.617  (meters)    2853.07   (feet)  ADJUSTED  
 RZ0563  ___________________________________________________________________
 RZ0563  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 RZ0563  DYNAMIC HT  -         869.541 (meters)    2852.82  (feet)  COMP
 RZ0563  MODELED GRAV-     980,497.4   (mgal)                       NAVD 88
 RZ0563
 RZ0563  VERT ORDER  -  SECOND    CLASS 0
 RZ0563
 RZ0563.The horizontal coordinates were scaled from a topographic map and have
 RZ0563.an estimated accuracy of +/- 6 seconds.
 RZ0563
 RZ0563.The orthometric height was determined by differential leveling
 RZ0563.and adjusted by the National Geodetic Survey in June 1991..
 RZ0563
 RZ0563.The geoid height was determined by GEOID03.
 RZ0563
 RZ0563.The dynamic height is computed by dividing the NAVD 88
 RZ0563.geopotential number by the normal gravity value computed on the
 RZ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0563.degrees latitude (g = 980.6199 gals.).
 RZ0563
 RZ0563.The modeled gravity was interpolated from observed gravity values.
 RZ0563
 RZ0563;                    North         East    Units  Estimated Accuracy
 RZ0563;SPC ID W     -   570,830.      742,070.      MT  (+/- 180 meters Scaled)
 RZ0563
 RZ0563                          SUPERSEDED SURVEY CONTROL
 RZ0563
 RZ0563  NGVD 29 (??/??/92)  868.496  (m)         2849.39   (f) ADJ UNCH    2 0
 RZ0563
 RZ0563.Superseded values are not recommended for survey control.
 RZ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0563.See file dsdata.txt to determine how the superseded data were derived.
 RZ0563
 RZ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM374832(NAD 83)
 RZ0563_MARKER: DB = BENCH MARK DISK
 RZ0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0563_STAMPING: G 153 1935
 RZ0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0563+STABILITY: SURFACE MOTION
 RZ0563
 RZ0563  HISTORY     - Date     Condition        Report By
 RZ0563  HISTORY     - 1935     MONUMENTED       CGS
 RZ0563
 RZ0563                          STATION DESCRIPTION
 RZ0563
 RZ0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0563'3.1 MI E FROM DEARY.
 RZ0563'3.1 MILES EAST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM
 RZ0563'THE STATION AT DEARY, 2.0 MILES SOUTHWEST OF HELMER, 0.7 MILE
 RZ0563'SOUTHEAST OF HIGH MOUNTAIN PEAK, 500 FEET NORTH OF AN OLD VACANT
 RZ0563'HOUSE, 400 FEET NORTH OF STATE HIGHWAY 8, NEAR THE CENTER OF A REVERSE
 RZ0563'CURVE, AT A DIRT-ROAD CROSSING, 48 FEET SOUTH OF THE CENTERLINE OF THE
 RZ0563'TRACK, 43 FEET SOUTHEAST OF A TELEPHONE POLE, AND 23.5 FEET EAST OF
 RZ0563'THE CENTERLINE OF THE ROAD.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0223 ***********************************************************************
 SV0223  DESIGNATION -  G 154
 SV0223  PID         -  SV0223
 SV0223  STATE/COUNTY-  ID/SHOSHONE
 SV0223  USGS QUAD   -  MARBLE CREEK (1995)
 SV0223
 SV0223                         *CURRENT SURVEY CONTROL
 SV0223  ___________________________________________________________________
 SV0223* NAD 83(1986)-  47 16 10.     (N)    116 05 24.     (W)     SCALED    
 SV0223* NAVD 88     -       686.566  (meters)    2252.51   (feet)  ADJUSTED  
 SV0223  ___________________________________________________________________
 SV0223  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 SV0223  DYNAMIC HT  -         686.536 (meters)    2252.41  (feet)  COMP
 SV0223  MODELED GRAV-     980,547.6   (mgal)                       NAVD 88
 SV0223
 SV0223  VERT ORDER  -  SECOND    CLASS 0
 SV0223
 SV0223.The horizontal coordinates were scaled from a topographic map and have
 SV0223.an estimated accuracy of +/- 6 seconds.
 SV0223
 SV0223.The orthometric height was determined by differential leveling
 SV0223.and adjusted by the National Geodetic Survey in June 1991..
 SV0223
 SV0223.The geoid height was determined by GEOID03.
 SV0223
 SV0223.The dynamic height is computed by dividing the NAVD 88
 SV0223.geopotential number by the normal gravity value computed on the
 SV0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0223.degrees latitude (g = 980.6199 gals.).
 SV0223
 SV0223.The modeled gravity was interpolated from observed gravity values.
 SV0223
 SV0223;                    North         East    Units  Estimated Accuracy
 SV0223;SPC ID W     -   622,600.      774,270.      MT  (+/- 180 meters Scaled)
 SV0223
 SV0223                          SUPERSEDED SURVEY CONTROL
 SV0223
 SV0223  NGVD 29 (??/??/92)  685.44   (m)         2248.8    (f) COMPUTED    2 0
 SV0223
 SV0223.Superseded values are not recommended for survey control.
 SV0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0223.See file dsdata.txt to determine how the superseded data were derived.
 SV0223
 SV0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN688355(NAD 83)
 SV0223_MARKER: DB = BENCH MARK DISK
 SV0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0223_SP_SET: RETAINING WALL
 SV0223_STAMPING: G 154 1935
 SV0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0223
 SV0223  HISTORY     - Date     Condition        Report By
 SV0223  HISTORY     - 1935     MONUMENTED       CGS
 SV0223  HISTORY     - 1963     GOOD             NGS
 SV0223
 SV0223                          STATION DESCRIPTION
 SV0223
 SV0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0223'5.3 MI E FROM CALDER.
 SV0223'5.3 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0223'RAILROAD FROM THE STATION AT CALDER, IN THE SOUTH RETAINING WALL AT
 SV0223'THE EAST ENTRANCE TO TUNNEL NO. 37, 210 FEET WEST OF MILE POST NO.
 SV0223'1790, 9 FEET SOUTH OF THE CENTER OF THE TRACKS AND 3 FEET ABOVE THE
 SV0223'LEVEL OF THE TRACK SET VERTICALLY IN THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0239 ***********************************************************************
 SV0239  DESIGNATION -  G 155
 SV0239  PID         -  SV0239
 SV0239  STATE/COUNTY-  ID/BENEWAH
 SV0239  USGS QUAD   -  CLARKIA (1995)
 SV0239
 SV0239                         *CURRENT SURVEY CONTROL
 SV0239  ___________________________________________________________________
 SV0239* NAD 83(1986)-  47 04 18.     (N)    116 19 25.     (W)     SCALED    
 SV0239* NAVD 88     -       832.687  (meters)    2731.91   (feet)  ADJUSTED  
 SV0239  ___________________________________________________________________
 SV0239  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 SV0239  DYNAMIC HT  -         832.629 (meters)    2731.72  (feet)  COMP
 SV0239  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 SV0239
 SV0239  VERT ORDER  -  SECOND    CLASS 0
 SV0239
 SV0239.The horizontal coordinates were scaled from a topographic map and have
 SV0239.an estimated accuracy of +/- 6 seconds.
 SV0239
 SV0239.The orthometric height was determined by differential leveling
 SV0239.and adjusted by the National Geodetic Survey in June 1991..
 SV0239
 SV0239.The geoid height was determined by GEOID03.
 SV0239
 SV0239.The dynamic height is computed by dividing the NAVD 88
 SV0239.geopotential number by the normal gravity value computed on the
 SV0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0239.degrees latitude (g = 980.6199 gals.).
 SV0239
 SV0239.The modeled gravity was interpolated from observed gravity values.
 SV0239
 SV0239;                    North         East    Units  Estimated Accuracy
 SV0239;SPC ID W     -   600,720.      756,440.      MT  (+/- 180 meters Scaled)
 SV0239
 SV0239                          SUPERSEDED SURVEY CONTROL
 SV0239
 SV0239  NGVD 29 (??/??/92)  831.541  (m)         2728.15   (f) ADJ UNCH    2 0
 SV0239
 SV0239.Superseded values are not recommended for survey control.
 SV0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0239.See file dsdata.txt to determine how the superseded data were derived.
 SV0239
 SV0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN513133(NAD 83)
 SV0239_MARKER: DB = BENCH MARK DISK
 SV0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0239_STAMPING: G-155 1935
 SV0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0239+STABILITY: SURFACE MOTION
 SV0239
 SV0239  HISTORY     - Date     Condition        Report By
 SV0239  HISTORY     - 1935     MONUMENTED       CGS
 SV0239  HISTORY     - 1959     MARK NOT FOUND   USGS
 SV0239
 SV0239                          STATION DESCRIPTION
 SV0239
 SV0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0239'4.3 MI S FROM FERNWOOD.
 SV0239'4.3 MILES SOUTH OF, ALONG C.M.ST.P. AND P.R.R. FROM STATION 0.2 MILE
 SV0239'NORTH OF MILEPOST 31.  AT EMERALD CREEK SIDING.  ABOUT 120 FEET
 SV0239'NORTHEAST OF EMERALD CREEK MARKER.  ABOUT 110 FEET NORTH OF NORTHWEST
 SV0239'CORNER OF WAREHOUSE.  97.5 FEET NORTH OF CENTERLINE OF CHICAGO,
 SV0239'MILWAUKEE, ST. PAUL AND PACIFIC R.R..  28.2 FEET NORTH OF CENTERLINE
 SV0239'OF ST. HWY. NO. 8.  21.5 FEET WEST OF WEST END OF GATE.  1.8 FT. NORTH
 SV0239'OF FIELD FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 SV0239
 SV0239                          STATION RECOVERY (1959)
 SV0239
 SV0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 SV0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0322 ***********************************************************************
 SV0322  DESIGNATION -  G 156
 SV0322  PID         -  SV0322
 SV0322  STATE/COUNTY-  ID/BENEWAH
 SV0322  USGS QUAD   -  ST MARIES (1995)
 SV0322
 SV0322                         *CURRENT SURVEY CONTROL
 SV0322  ___________________________________________________________________
 SV0322* NAD 83(1986)-  47 16 35.     (N)    116 33 41.     (W)     SCALED    
 SV0322* NAVD 88     -       653.080  (meters)    2142.65   (feet)  ADJUSTED  
 SV0322  ___________________________________________________________________
 SV0322  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 SV0322  DYNAMIC HT  -         653.062 (meters)    2142.59  (feet)  COMP
 SV0322  MODELED GRAV-     980,565.0   (mgal)                       NAVD 88
 SV0322
 SV0322  VERT ORDER  -  SECOND    CLASS 0
 SV0322
 SV0322.The horizontal coordinates were scaled from a topographic map and have
 SV0322.an estimated accuracy of +/- 6 seconds.
 SV0322
 SV0322.The orthometric height was determined by differential leveling
 SV0322.and adjusted by the National Geodetic Survey in June 1991..
 SV0322
 SV0322.The geoid height was determined by GEOID03.
 SV0322
 SV0322.The dynamic height is computed by dividing the NAVD 88
 SV0322.geopotential number by the normal gravity value computed on the
 SV0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0322.degrees latitude (g = 980.6199 gals.).
 SV0322
 SV0322.The modeled gravity was interpolated from observed gravity values.
 SV0322
 SV0322;                    North         East    Units  Estimated Accuracy
 SV0322;SPC ID W     -   623,640.      738,610.      MT  (+/- 180 meters Scaled)
 SV0322
 SV0322                          SUPERSEDED SURVEY CONTROL
 SV0322
 SV0322  NGVD 29 (??/??/92)  651.959  (m)         2138.97   (f) ADJ UNCH    2 0
 SV0322
 SV0322.Superseded values are not recommended for survey control.
 SV0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0322.See file dsdata.txt to determine how the superseded data were derived.
 SV0322
 SV0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN331359(NAD 83)
 SV0322_MARKER: DB = BENCH MARK DISK
 SV0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0322_STAMPING: G-156 1935
 SV0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0322+STABILITY: SURFACE MOTION
 SV0322
 SV0322  HISTORY     - Date     Condition        Report By
 SV0322  HISTORY     - 1935     MONUMENTED       CGS
 SV0322  HISTORY     - 1956     MARK NOT FOUND   USGS
 SV0322
 SV0322                          STATION DESCRIPTION
 SV0322
 SV0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0322'3.2 MI S FROM ST MARIES.
 SV0322'3.2 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  ABOUT 500
 SV0322'FEET EAST OF ALFRED LINSKUMS FARM HOUSE.  ABOUT 105 FEET EAST OF EAST
 SV0322'CORNER OF LARGE BARN.  18.2 FEET NORTHWEST OF CENTERLINE OF RAILROAD.
 SV0322'14.5 FEET SOUTHEAST OF CENTERLINE OF DIRT ROAD.  2.3 FEET NORTHWEST OF
 SV0322'TELEPHONE POLE.  0.2 MILE SOUTH OF MILEPOST 3.  TABLET SET IN PRECAST
 SV0322'CONCRETE POST.
 SV0322
 SV0322                          STATION RECOVERY (1956)
 SV0322
 SV0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SV0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0542 ***********************************************************************
 SU0542  DESIGNATION -  G 157
 SU0542  PID         -  SU0542
 SU0542  STATE/COUNTY-  ID/SHOSHONE
 SU0542  USGS QUAD   -  MONUMENTAL BUTTES (1995)
 SU0542
 SU0542                         *CURRENT SURVEY CONTROL
 SU0542  ___________________________________________________________________
 SU0542* NAD 83(1986)-  47 01 55.     (N)    115 52 12.     (W)     SCALED    
 SU0542* NAVD 88     -      1672.966  (meters)    5488.72   (feet)  ADJUSTED  
 SU0542  ___________________________________________________________________
 SU0542  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 SU0542  DYNAMIC HT  -        1672.601 (meters)    5487.53  (feet)  COMP
 SU0542  MODELED GRAV-     980,335.1   (mgal)                       NAVD 88
 SU0542
 SU0542  VERT ORDER  -  SECOND    CLASS 0
 SU0542
 SU0542.The horizontal coordinates were scaled from a topographic map and have
 SU0542.an estimated accuracy of +/- 6 seconds.
 SU0542
 SU0542.The orthometric height was determined by differential leveling
 SU0542.and adjusted by the National Geodetic Survey in June 1991..
 SU0542
 SU0542.The geoid height was determined by GEOID03.
 SU0542
 SU0542.The dynamic height is computed by dividing the NAVD 88
 SU0542.geopotential number by the normal gravity value computed on the
 SU0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0542.degrees latitude (g = 980.6199 gals.).
 SU0542
 SU0542.The modeled gravity was interpolated from observed gravity values.
 SU0542
 SU0542;                    North         East    Units  Estimated Accuracy
 SU0542;SPC ID W     -   596,150.      790,880.      MT  (+/- 180 meters Scaled)
 SU0542
 SU0542                          SUPERSEDED SURVEY CONTROL
 SU0542
 SU0542  NGVD 29 (??/??/92) 1671.727  (m)         5484.66   (f) ADJ UNCH    2 0
 SU0542
 SU0542.Superseded values are not recommended for survey control.
 SU0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0542.See file dsdata.txt to determine how the superseded data were derived.
 SU0542
 SU0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN858093(NAD 83)
 SU0542_MARKER: DB = BENCH MARK DISK
 SU0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0542_STAMPING: G-157 1935
 SU0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0542+STABILITY: SURFACE MOTION
 SU0542
 SU0542  HISTORY     - Date     Condition        Report By
 SU0542  HISTORY     - 1935     MONUMENTED       CGS
 SU0542  HISTORY     - 1936     GOOD             NGS
 SU0542
 SU0542                          STATION DESCRIPTION
 SU0542
 SU0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SU0542'23.3 MI S FROM AVERY.
 SU0542'23.3 MILES SOUTH OF AVERY, ALONG ROAD TO JUG CAMP, FROM C.M. ST. P.
 SU0542'AND P. RY. STATION.  82.8 FT. EAST OF U.S.G.S. BENCH MARK R P 146
 SU0542'1934.  60.4 FT. SOUTHWEST OF U.S.G.S. REF. MARK TO U.S.G.S. BENCH MARK
 SU0542'RP 146 1934.  53 FT. SOUTHEAST OF CENTER OF TRIANGLE FORMED BY
 SU0542'JUNCTION OF ROADS TO ROUND TOP RANGER STATION, CLARKIA, AND JUG CAMP.
 SU0542'34 FT. EAST OF CENTERLINE OF ROAD TO CLARKIA.  29 FT. SOUTHEAST OF
 SU0542'SIGN POST MARKING ROADS AT JUNCTION.  21.5 FT. SOUTHWEST OF CENTERLINE
 SU0542'OF ROAD TO JUG CAMP.  A BRONZE DISC SET IN TOP OF PRECAST CONCRETE
 SU0542'POST SET AT JUNCTION OF ROADS TO ROUND TOP RANGER STATION, CLARKIA,
 SU0542'AND JUG CAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0486 ***********************************************************************
 QA0486  DESIGNATION -  G 158
 QA0486  PID         -  QA0486
 QA0486  STATE/COUNTY-  ID/BOISE
 QA0486  USGS QUAD   -  LOWMAN (1972)
 QA0486
 QA0486                         *CURRENT SURVEY CONTROL
 QA0486  ___________________________________________________________________
 QA0486* NAD 83(1986)-  44 04 09.     (N)    115 31 27.     (W)     SCALED    
 QA0486* NAVD 88     -      1219.032  (meters)    3999.44   (feet)  ADJUSTED  
 QA0486  ___________________________________________________________________
 QA0486  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 QA0486  DYNAMIC HT  -        1218.410 (meters)    3997.40  (feet)  COMP
 QA0486  MODELED GRAV-     980,068.1   (mgal)                       NAVD 88
 QA0486
 QA0486  VERT ORDER  -  SECOND    CLASS 0
 QA0486
 QA0486.The horizontal coordinates were scaled from a topographic map and have
 QA0486.an estimated accuracy of +/- 6 seconds.
 QA0486
 QA0486.The orthometric height was determined by differential leveling
 QA0486.and adjusted by the National Geodetic Survey in June 1991..
 QA0486
 QA0486.The geoid height was determined by GEOID03.
 QA0486
 QA0486.The dynamic height is computed by dividing the NAVD 88
 QA0486.geopotential number by the normal gravity value computed on the
 QA0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0486.degrees latitude (g = 980.6199 gals.).
 QA0486
 QA0486.The modeled gravity was interpolated from observed gravity values.
 QA0486
 QA0486;                    North         East    Units  Estimated Accuracy
 QA0486;SPC ID W     -   266,900.      818,090.      MT  (+/- 180 meters Scaled)
 QA0486
 QA0486                          SUPERSEDED SURVEY CONTROL
 QA0486
 QA0486  NGVD 29 (??/??/92) 1217.838  (m)         3995.52   (f) ADJ UNCH    2 0
 QA0486
 QA0486.Superseded values are not recommended for survey control.
 QA0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0486.See file dsdata.txt to determine how the superseded data were derived.
 QA0486
 QA0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ181806(NAD 83)
 QA0486_MARKER: DB = BENCH MARK DISK
 QA0486_SETTING: 66 = SET IN ROCK OUTCROP
 QA0486_SP_SET: GRANITE OUTCROP
 QA0486_STAMPING: G 158 1935
 QA0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0486+STABILITY: POSITION/ELEVATION WELL
 QA0486
 QA0486  HISTORY     - Date     Condition        Report By
 QA0486  HISTORY     - 1935     MONUMENTED       CGS
 QA0486  HISTORY     - 1960     GOOD             NGS
 QA0486  HISTORY     - 1972     GOOD             USGS
 QA0486
 QA0486                          STATION DESCRIPTION
 QA0486
 QA0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0486'5.6 MI E FROM LOWMAN.
 QA0486'5.6 MILES EAST ALONG STATE HIGHWAY 21 FROM THE SOUTH FORK LODGE AT
 QA0486'LOWMAN, 0.4 MILE SOUTHEAST OF THE CROSSING OF WHANGDOODLE CREEK, IN
 QA0486'TOP OF A LEDGE OF GRANITE OUTCROP OVERLOOKING THE SOUTH FORK OF THE
 QA0486'PAYETTE RIVER, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 QA0486'202 FEET NORTHWEST OF A POST SUPPORTING A EMMA CREEK SIGN, 10.2 FEET
 QA0486'SOUTHWEST OF A WITNESS POST, AND ABOUT 3 1/2 FEET LOWER THAN THE
 QA0486'HIGHWAY.  NOTE-- SHOULD FOLLOW WHANGDOODLE CREEK, ABOUT 200 FT. NORTH
 QA0486'OF MOUTH OF EMNA CREEK, ABOUT 47 FT. WEST OF HIGHWAY AND ABOUT 10 FT.
 QA0486'LOWER, ABOUT 13 FEET EAST OF RIVER AND ABOUT 16 FEET HIGHER, SET IN
 QA0486'ROCK OUTCROP.
 QA0486
 QA0486                          STATION RECOVERY (1972)
 QA0486
 QA0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0298 ***********************************************************************
 RA0298  DESIGNATION -  G 159
 RA0298  PID         -  RA0298
 RA0298  STATE/COUNTY-  ID/ADAMS
 RA0298  USGS QUAD   -  HOMESTEAD (1990)
 RA0298
 RA0298                         *CURRENT SURVEY CONTROL
 RA0298  ___________________________________________________________________
 RA0298* NAD 83(1992)-  45 05 35.05330(N)    116 46 57.49569(W)     ADJUSTED  
 RA0298* NAVD 88     -       516.941  (meters)    1696.00   (feet)  ADJUSTED  
 RA0298  ___________________________________________________________________
 RA0298  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 RA0298  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 RA0298  DYNAMIC HT  -         516.802 (meters)    1695.54  (feet)  COMP
 RA0298  MODELED GRAV-     980,334.8   (mgal)                       NAVD 88
 RA0298
 RA0298  HORZ ORDER  -  SECOND
 RA0298  VERT ORDER  -  SECOND    CLASS 0
 RA0298
 RA0298.The horizontal coordinates were established by classical geodetic methods
 RA0298.and adjusted by the National Geodetic Survey in July 1992..
 RA0298
 RA0298.The orthometric height was determined by differential leveling
 RA0298.and adjusted by the National Geodetic Survey in June 1991..
 RA0298
 RA0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0298
 RA0298.The geoid height was determined by GEOID03.
 RA0298
 RA0298.The dynamic height is computed by dividing the NAVD 88
 RA0298.geopotential number by the normal gravity value computed on the
 RA0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0298.degrees latitude (g = 980.6199 gals.).
 RA0298
 RA0298.The modeled gravity was interpolated from observed gravity values.
 RA0298
 RA0298;                    North         East     Units Scale Factor Converg.
 RA0298;SPC ID W     -   381,167.438   718,717.134   MT  1.00001454   -0 43 53.1
 RA0298;SPC OR N     -   165,234.029 2,792,493.526   MT  0.99989545   +2 38 10.7
 RA0298;SPC OR N     -   542,106.39  9,161,724.17   iFT  0.99989545   +2 38 10.7
 RA0298;UTM  11      - 4,993,312.400   517,103.717   MT  0.99960360   +0 09 14.2
 RA0298
 RA0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0298!SPC ID W     -   0.99992143  x   1.00001454  =   0.99993597
 RA0298!SPC OR N     -   0.99992143  x   0.99989545  =   0.99981689
 RA0298!UTM  11      -   0.99992143  x   0.99960360  =   0.99952506
 RA0298
 RA0298                          SUPERSEDED SURVEY CONTROL
 RA0298
 RA0298  NAD 83(1991)-  45 05 35.05371(N)    116 46 57.49532(W) AD(       ) 2
 RA0298  NAD 83(1986)-  45 05 35.05452(N)    116 46 57.49457(W) AD(       ) 2
 RA0298  NAD 27      -  45 05 35.49462(N)    116 46 53.95041(W) AD(       ) 2
 RA0298  NGVD 29 (??/??/92)  515.887  (m)         1692.54   (f) ADJ UNCH    2 0
 RA0298
 RA0298.Superseded values are not recommended for survey control.
 RA0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0298.See file dsdata.txt to determine how the superseded data were derived.
 RA0298
 RA0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1710493312(NAD 83)
 RA0298_MARKER: DR = REFERENCE MARK DISK
 RA0298_SETTING: 66 = SET IN ROCK OUTCROP
 RA0298_SP_SET: SET IN ROCK OUTCROP
 RA0298_STAMPING: G 159 1941
 RA0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0298+STABILITY: POSITION/ELEVATION WELL
 RA0298
 RA0298  HISTORY     - Date     Condition        Report By
 RA0298  HISTORY     - 1945     MONUMENTED       USE
 RA0298  HISTORY     - 1946     GOOD             NGS
 RA0298
 RA0298                          STATION DESCRIPTION
 RA0298
 RA0298'DESCRIBED BY US ENGINEERS 1945
 RA0298'SEE STATION NELSON
 RA0298
 RA0298                          STATION RECOVERY (1946)
 RA0298
 RA0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 RA0298'5.9 MI NE FROM HOMESTEAD, OR.
 RA0298'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0298'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0298'LEDGE MINE ROAD, THENCE 3.7 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0298'ROAD, BENCH MARK IS AT THE SOUTH EDGE OF THE LARGEST AND MOST
 RA0298'PROMINENT ROCK POINT IN THIS VICINITY (BETWEEN THE ROAD AND THE SNAKE
 RA0298'RIVER), 29.5 FEET WEST OF CENTER OF THE ROAD, 19.5 FEET WEST OF A LONE
 RA0298'8-INCH HACKBERRY TREE, 22.0 FEET NORTH OF THE ABRUPT SOUTH END OF THE
 RA0298'ROCK POINT, 59.6 FEET SOUTHEAST OF NELSON TRIANGULATION STATION, 61.8
 RA0298'FEET EAST SOUTHEAST OF REFERENCE MARK NELSON NO 2, U.S. ARMY ENGINEERS
 RA0298'BRONZE DISK SET IN TOP OF AND 1.3 FEET SOUTHEAST OF THE NORTHWEST
 RA0298'CORNER OF THE MOST SOUTHERLY SECTION OF BEDROCK OF THE ROCK POINT,
 RA0298'ABOUT 2 FEET ABOVE THE ROAD.  NOTE-- THIS BENCH MARK WAS USED FOR A
 RA0298'REFERENCE MARK TO NELSON TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0144 ***********************************************************************
 OH0144  DESIGNATION -  G 159
 OH0144  PID         -  OH0144
 OH0144  STATE/COUNTY-  ID/BOISE
 OH0144  USGS QUAD   -  PEARL (1985)
 OH0144
 OH0144                         *CURRENT SURVEY CONTROL
 OH0144  ___________________________________________________________________
 OH0144* NAD 83(1986)-  43 49 26.     (N)    116 15 18.     (W)     SCALED    
 OH0144* NAVD 88     -      1186.084  (meters)    3891.34   (feet)  ADJUSTED  
 OH0144  ___________________________________________________________________
 OH0144  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 OH0144  DYNAMIC HT  -        1185.577 (meters)    3889.68  (feet)  COMP
 OH0144  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 OH0144
 OH0144  VERT ORDER  -  SECOND    CLASS 0
 OH0144
 OH0144.The horizontal coordinates were scaled from a topographic map and have
 OH0144.an estimated accuracy of +/- 6 seconds.
 OH0144
 OH0144.The orthometric height was determined by differential leveling
 OH0144.and adjusted by the National Geodetic Survey in June 1991..
 OH0144
 OH0144.The geoid height was determined by GEOID03.
 OH0144
 OH0144.The dynamic height is computed by dividing the NAVD 88
 OH0144.geopotential number by the normal gravity value computed on the
 OH0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0144.degrees latitude (g = 980.6199 gals.).
 OH0144
 OH0144.The modeled gravity was interpolated from observed gravity values.
 OH0144
 OH0144;                    North         East    Units  Estimated Accuracy
 OH0144;SPC ID W     -   239,750.      759,380.      MT  (+/- 180 meters Scaled)
 OH0144
 OH0144                          SUPERSEDED SURVEY CONTROL
 OH0144
 OH0144  NGVD 29 (??/??/92) 1185.056  (m)         3887.97   (f) ADJ UNCH    2 0
 OH0144
 OH0144.Superseded values are not recommended for survey control.
 OH0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0144.See file dsdata.txt to determine how the superseded data were derived.
 OH0144
 OH0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ599525(NAD 83)
 OH0144_MARKER: DB = BENCH MARK DISK
 OH0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0144_STAMPING: G 159 1935
 OH0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0144+STABILITY: SURFACE MOTION
 OH0144
 OH0144  HISTORY     - Date     Condition        Report By
 OH0144  HISTORY     - 1935     MONUMENTED       CGS
 OH0144  HISTORY     - 1937     GOOD             NGS
 OH0144  HISTORY     - 1962     GOOD             NGS
 OH0144
 OH0144                          STATION DESCRIPTION
 OH0144
 OH0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OH0144'8.7 MI S FROM HORSE SHOE BEND.
 OH0144'8.7 MILES SOUTH ALONG STATE HIGHWAY 15 FROM OREGON SHORT LINE RAILROAD
 OH0144'BRIDGE 49+405 AT HORSE SHOE BEND, 1.1 MILES SOUTH OF THE SUMMIT OF A
 OH0144'HILL, 100 YARS SOUTH OF A SHARP CURVE AT A GULCH SLOPING SOUTHEAST, 60
 OH0144'FEET NORTH OF THE WEST END OF A CONCRETE BOX CULVERT IN A 15-FOOT
 OH0144'FILL, AT THE NORTH END OF A CURVE LEADING FROM NORTH TO SOUTHEAST, ON
 OH0144'THE SOUTH SLOPE OF THE HILL, 40.5 FEET WEST OF THE CENTERLINE OF THE
 OH0144'HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE ROADWAY. A STANDARD DISK,
 OH0144'STAMPED G 159 1935 AND SET IN THE TOP OF A CONCRETE POST.
 OH0144
 OH0144                          STATION RECOVERY (1962)
 OH0144
 OH0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 OH0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0001 ***********************************************************************
 QA0001  DESIGNATION -  G 16
 QA0001  PID         -  QA0001
 QA0001  STATE/COUNTY-  ID/CUSTER
 QA0001  USGS QUAD   -  CHALLIS (1989)
 QA0001
 QA0001                         *CURRENT SURVEY CONTROL
 QA0001  ___________________________________________________________________
 QA0001* NAD 83(1986)-  44 30 16.     (N)    114 13 22.     (W)     SCALED    
 QA0001* NAVD 88     -      1577.230  (meters)    5174.63   (feet)  ADJUSTED  
 QA0001  ___________________________________________________________________
 QA0001  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 QA0001  DYNAMIC HT  -        1576.414 (meters)    5171.95  (feet)  COMP
 QA0001  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 QA0001
 QA0001  VERT ORDER  -  FIRST     CLASS II
 QA0001
 QA0001.The horizontal coordinates were scaled from a topographic map and have
 QA0001.an estimated accuracy of +/- 6 seconds.
 QA0001
 QA0001.The orthometric height was determined by differential leveling
 QA0001.and adjusted by the National Geodetic Survey in June 1991..
 QA0001
 QA0001.The geoid height was determined by GEOID03.
 QA0001
 QA0001.The dynamic height is computed by dividing the NAVD 88
 QA0001.geopotential number by the normal gravity value computed on the
 QA0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0001.degrees latitude (g = 980.6199 gals.).
 QA0001
 QA0001.The modeled gravity was interpolated from observed gravity values.
 QA0001
 QA0001;                    North         East    Units  Estimated Accuracy
 QA0001;SPC ID C     -   315,270.      482,290.      MT  (+/- 180 meters Scaled)
 QA0001
 QA0001                          SUPERSEDED SURVEY CONTROL
 QA0001
 QA0001  NGVD 29 (??/??/92) 1576.005  (m)         5170.61   (f) ADJ UNCH    1 2
 QA0001
 QA0001.Superseded values are not recommended for survey control.
 QA0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0001.See file dsdata.txt to determine how the superseded data were derived.
 QA0001
 QA0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK207316(NAD 83)
 QA0001_MARKER: DB = BENCH MARK DISK
 QA0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0001_STAMPING: G 16 1933 5170.679
 QA0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0001+STABILITY: SURFACE MOTION
 QA0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QA0001+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2000
 QA0001
 QA0001  HISTORY     - Date     Condition        Report By
 QA0001  HISTORY     - 1933     MONUMENTED       CGS
 QA0001  HISTORY     - 1960     GOOD             NGS
 QA0001  HISTORY     - 20001128 GOOD             IDDT
 QA0001
 QA0001                          STATION DESCRIPTION
 QA0001
 QA0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0001'IN CHALLIS.
 QA0001'AT CHALLIS, ON THE LAWN OF THE OFFICE OF THE SUPERVISOR, CHALLIS
 QA0001'NATIONAL FOREST, 45.6 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 93,
 QA0001'60 FEET SOUTH OF THE CENTER LINE OF THE WALK LEADING TO THE MAIN
 QA0001'ENTRANCE TO THE SUPERVISORS OFFICE, 129.3 FEET WEST-SOUTHWEST OF THE
 QA0001'SOUTHWEST CORNER OF THE OFFICE BUILDING, 14.1 FEET NORTH OF THE NORTH
 QA0001'END OF A CATTLE GUARD ACROSS ENTRANCE DRIVE, 13.7 FEET NORTHWEST OF A
 QA0001'FIRE PLUG, 3 FEET NORTHWEST OF AN 18-INCH ASPEN, 1 FOOT EAST OF THE
 QA0001'FENCE, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY AND IN THE TOP OF A
 QA0001'CONCRETE POST 0.3 FEET UNDERGROUND.
 QA0001
 QA0001                          STATION RECOVERY (2000)
 QA0001
 QA0001'RECOVERY NOTE BY ID DEPT OF TRANSP 2000 (GDJ)
 QA0001'IN CHALLIS, 50.7 M S-SE OF THE INTERSECTION OF MAIN ST AND US HIGHWAY
 QA0001'93, 39.4 M W-SW OF THE SW CORNER OF THE NATIONAL FOREST'S RESOURCE
 QA0001'AREA OFFICE, 25.3 M SW OF A FLAG POLE, 4.2 NW OF A FIRE PLUG, 3.25 M
 QA0001'NW OF THE NW CORNER OF A 0.87 M X 2.0 M CONCRETE BOX, 0.5 M NW OF A
 QA0001'TREE, 0.30 M E OF A FENCE, 0.04 M E-SE OF A WP AND 0.2 M UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0181 ***********************************************************************
 QA0181  DESIGNATION -  G 160
 QA0181  PID         -  QA0181
 QA0181  STATE/COUNTY-  ID/CUSTER
 QA0181  USGS QUAD   -  STANLEY (1963)
 QA0181
 QA0181                         *CURRENT SURVEY CONTROL
 QA0181  ___________________________________________________________________
 QA0181* NAD 83(1986)-  44 13 27.     (N)    114 58 34.     (W)     SCALED    
 QA0181* NAVD 88     -      1924.133  (meters)    6312.76   (feet)  ADJUSTED  
 QA0181  ___________________________________________________________________
 QA0181  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 QA0181  DYNAMIC HT  -        1922.966 (meters)    6308.93  (feet)  COMP
 QA0181  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 QA0181
 QA0181  VERT ORDER  -  SECOND    CLASS 0
 QA0181
 QA0181.The horizontal coordinates were scaled from a topographic map and have
 QA0181.an estimated accuracy of +/- 6 seconds.
 QA0181
 QA0181.The orthometric height was determined by differential leveling
 QA0181.and adjusted by the National Geodetic Survey in June 1991..
 QA0181.WARNING-Repeat measurements at this control monument indicate possible
 QA0181.vertical movement.
 QA0181
 QA0181.The geoid height was determined by GEOID03.
 QA0181
 QA0181.The dynamic height is computed by dividing the NAVD 88
 QA0181.geopotential number by the normal gravity value computed on the
 QA0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0181.degrees latitude (g = 980.6199 gals.).
 QA0181
 QA0181.The modeled gravity was interpolated from observed gravity values.
 QA0181
 QA0181;                    North         East    Units  Estimated Accuracy
 QA0181;SPC ID C     -   284,570.      422,010.      MT  (+/- 180 meters Scaled)
 QA0181
 QA0181                          SUPERSEDED SURVEY CONTROL
 QA0181
 QA0181  NGVD 29 (??/??/92) 1922.838  (m)         6308.51   (f) ADJ UNCH    2 0
 QA0181
 QA0181.Superseded values are not recommended for survey control.
 QA0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0181.See file dsdata.txt to determine how the superseded data were derived.
 QA0181
 QA0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ616987(NAD 83)
 QA0181_MARKER: DB = BENCH MARK DISK
 QA0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0181_STAMPING: G 160 1935
 QA0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0181+STABILITY: SURFACE MOTION
 QA0181
 QA0181  HISTORY     - Date     Condition        Report By
 QA0181  HISTORY     - 1935     MONUMENTED       CGS
 QA0181  HISTORY     - 1960     GOOD             NGS
 QA0181
 QA0181                          STATION DESCRIPTION
 QA0181
 QA0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0181'2.05 MI W FROM STANLEY.
 QA0181'2.05 MILES WEST ALONG STANLEY LAKE HIGHWAY FROM THE POST OFFICE AT
 QA0181'STANLEY, 0.1 MILE EAST OF THE JUNCTION OF A DIRT ROAD SOUTH, 4 POWER
 QA0181'POLES EAST OF A LOG HOUSE ON THE NORTH SIDE OF THE HIGHWAY, 45 FEET
 QA0181'NORTH OF THE CENTER LINE OF THE HIGHWAY, 133 FEET WEST OF THE CENTER
 QA0181'LINE OF A DIM TRACK ROAD NORTH, 103 FEET WEST OF A POWER POLE, 9 FEET
 QA0181'NORTH OF A POINT IN LINE WITH A ROW OF POWER POLES, 1.3 FEET NORTH OF
 QA0181'A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 QA0181'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0730 ***********************************************************************
 OZ0730  DESIGNATION -  G 161
 OZ0730  PID         -  OZ0730
 OZ0730  STATE/COUNTY-  ID/BOISE
 OZ0730  USGS QUAD   -  ARROWROCK RESERVOIR (1969)
 OZ0730
 OZ0730                         *CURRENT SURVEY CONTROL
 OZ0730  ___________________________________________________________________
 OZ0730* NAD 83(1986)-  43 39 50.     (N)    115 50 12.     (W)     SCALED    
 OZ0730* NAVD 88     -      1147.726  (meters)    3765.50   (feet)  ADJUSTED  
 OZ0730  ___________________________________________________________________
 OZ0730  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 OZ0730  DYNAMIC HT  -        1147.152 (meters)    3763.61  (feet)  COMP
 OZ0730  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 OZ0730
 OZ0730  VERT ORDER  -  SECOND    CLASS 0
 OZ0730
 OZ0730.The horizontal coordinates were scaled from a topographic map and have
 OZ0730.an estimated accuracy of +/- 6 seconds.
 OZ0730
 OZ0730.The orthometric height was determined by differential leveling
 OZ0730.and adjusted by the National Geodetic Survey in June 1991..
 OZ0730
 OZ0730.The geoid height was determined by GEOID03.
 OZ0730
 OZ0730.The dynamic height is computed by dividing the NAVD 88
 OZ0730.geopotential number by the normal gravity value computed on the
 OZ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0730.degrees latitude (g = 980.6199 gals.).
 OZ0730
 OZ0730.The modeled gravity was interpolated from observed gravity values.
 OZ0730
 OZ0730;                    North         East    Units  Estimated Accuracy
 OZ0730;SPC ID W     -   221,850.      793,010.      MT  (+/- 180 meters Scaled)
 OZ0730
 OZ0730                          SUPERSEDED SURVEY CONTROL
 OZ0730
 OZ0730  NGVD 29 (??/??/92) 1146.634  (m)         3761.91   (f) ADJ UNCH    2 0
 OZ0730
 OZ0730.Superseded values are not recommended for survey control.
 OZ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0730.See file dsdata.txt to determine how the superseded data were derived.
 OZ0730
 OZ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ937352(NAD 83)
 OZ0730_MARKER: DB = BENCH MARK DISK
 OZ0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0730_STAMPING: G 161 1935
 OZ0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0730+STABILITY: SURFACE MOTION
 OZ0730
 OZ0730  HISTORY     - Date     Condition        Report By
 OZ0730  HISTORY     - 1935     MONUMENTED       CGS
 OZ0730
 OZ0730                          STATION DESCRIPTION
 OZ0730
 OZ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0730'1.7 MI NW FROM COTTONWOOD RANGER STATION.
 OZ0730'ABOUT 1.7 MILES NORTHWEST ALONG THE THORNE CREEK ROAD FROM COTTONWOOD
 OZ0730'RANGER STATION, BOISE COUNTY, ABOUT 0.9 MILE NORTHWEST OF THE LEE
 OZ0730'WHITE FARMHOUSE, IN THE CENTER OF CAMP GROUNDS, AND 36 FEET SOUTHWEST
 OZ0730'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED G 161 1935
 OZ0730'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0711 ***********************************************************************
 OZ0711  DESIGNATION -  G 162
 OZ0711  PID         -  OZ0711
 OZ0711  STATE/COUNTY-  ID/ELMORE
 OZ0711  USGS QUAD   -  LONG GULCH (1964)
 OZ0711
 OZ0711                         *CURRENT SURVEY CONTROL
 OZ0711  ___________________________________________________________________
 OZ0711* NAD 83(1986)-  43 34 14.     (N)    115 40 45.     (W)     SCALED    
 OZ0711* NAVD 88     -      1341.240  (meters)    4400.38   (feet)  ADJUSTED  
 OZ0711  ___________________________________________________________________
 OZ0711  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 OZ0711  DYNAMIC HT  -        1340.596 (meters)    4398.27  (feet)  COMP
 OZ0711  MODELED GRAV-     980,092.4   (mgal)                       NAVD 88
 OZ0711
 OZ0711  VERT ORDER  -  SECOND    CLASS 0
 OZ0711
 OZ0711.The horizontal coordinates were scaled from a topographic map and have
 OZ0711.an estimated accuracy of +/- 6 seconds.
 OZ0711
 OZ0711.The orthometric height was determined by differential leveling
 OZ0711.and adjusted by the National Geodetic Survey in June 1991..
 OZ0711
 OZ0711.The geoid height was determined by GEOID03.
 OZ0711
 OZ0711.The dynamic height is computed by dividing the NAVD 88
 OZ0711.geopotential number by the normal gravity value computed on the
 OZ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0711.degrees latitude (g = 980.6199 gals.).
 OZ0711
 OZ0711.The modeled gravity was interpolated from observed gravity values.
 OZ0711
 OZ0711;                    North         East    Units  Estimated Accuracy
 OZ0711;SPC ID W     -   211,480.      805,720.      MT  (+/- 180 meters Scaled)
 OZ0711
 OZ0711                          SUPERSEDED SURVEY CONTROL
 OZ0711
 OZ0711  NGVD 29 (??/??/92) 1340.201  (m)         4396.98   (f) ADJ UNCH    2 0
 OZ0711
 OZ0711.Superseded values are not recommended for survey control.
 OZ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0711.See file dsdata.txt to determine how the superseded data were derived.
 OZ0711
 OZ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ066250(NAD 83)
 OZ0711_MARKER: DB = BENCH MARK DISK
 OZ0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0711_STAMPING: G 162 1935
 OZ0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0711+STABILITY: SURFACE MOTION
 OZ0711
 OZ0711  HISTORY     - Date     Condition        Report By
 OZ0711  HISTORY     - 1935     MONUMENTED       CGS
 OZ0711
 OZ0711                          STATION DESCRIPTION
 OZ0711
 OZ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0711'1.8 MI NW FROM LONG GULCH RANGER STAION.
 OZ0711'ABOUT 1.8 MILES NORTHWEST ALONG THE COTTONWOOD ROAD FROM LONG GULCH
 OZ0711'RANGER STATION, ELMORE COUNTY, 75 FEET NORTHEAST OF THE CROSSING OF
 OZ0711'THE DIVIDE BETWEEN RATTLESNAKE AND JACKASS CREEK, 40 FEET EAST OF THE
 OZ0711'NORTH END OF A CUT AT THE TOP OF THE DIVIDE, AND 45 FEET EAST OF THE
 OZ0711'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED G 162 1935 AND SET
 OZ0711'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0478 ***********************************************************************
 OZ0478  DESIGNATION -  G 163
 OZ0478  PID         -  OZ0478
 OZ0478  STATE/COUNTY-  ID/ELMORE
 OZ0478  USGS QUAD   -  HOUSE MOUNTAIN (1973)
 OZ0478
 OZ0478                         *CURRENT SURVEY CONTROL
 OZ0478  ___________________________________________________________________
 OZ0478* NAD 83(1986)-  43 29 49.     (N)    115 24 41.     (W)     SCALED    
 OZ0478* NAVD 88     -      1545.822  (meters)    5071.58   (feet)  ADJUSTED  
 OZ0478  ___________________________________________________________________
 OZ0478  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OZ0478  DYNAMIC HT  -        1544.900 (meters)    5068.56  (feet)  COMP
 OZ0478  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 OZ0478
 OZ0478  VERT ORDER  -  SECOND    CLASS 0
 OZ0478
 OZ0478.The horizontal coordinates were scaled from a topographic map and have
 OZ0478.an estimated accuracy of +/- 6 seconds.
 OZ0478
 OZ0478.The orthometric height was determined by differential leveling
 OZ0478.and adjusted by the National Geodetic Survey in June 1991..
 OZ0478
 OZ0478.The geoid height was determined by GEOID03.
 OZ0478
 OZ0478.The dynamic height is computed by dividing the NAVD 88
 OZ0478.geopotential number by the normal gravity value computed on the
 OZ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0478.degrees latitude (g = 980.6199 gals.).
 OZ0478
 OZ0478.The modeled gravity was interpolated from observed gravity values.
 OZ0478
 OZ0478;                    North         East    Units  Estimated Accuracy
 OZ0478;SPC ID W     -   203,360.      827,390.      MT  (+/- 180 meters Scaled)
 OZ0478
 OZ0478                          SUPERSEDED SURVEY CONTROL
 OZ0478
 OZ0478  NGVD 29 (??/??/92) 1544.658  (m)         5067.77   (f) ADJ UNCH    2 0
 OZ0478
 OZ0478.Superseded values are not recommended for survey control.
 OZ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0478.See file dsdata.txt to determine how the superseded data were derived.
 OZ0478
 OZ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ284172(NAD 83)
 OZ0478_MARKER: DB = BENCH MARK DISK
 OZ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0478_STAMPING: G 163 1935
 OZ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0478+STABILITY: SURFACE MOTION
 OZ0478
 OZ0478  HISTORY     - Date     Condition        Report By
 OZ0478  HISTORY     - 1935     MONUMENTED       CGS
 OZ0478  HISTORY     - 1973     GOOD             USGS
 OZ0478
 OZ0478                          STATION DESCRIPTION
 OZ0478
 OZ0478'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0478'6.4 MI NW FROM LESTER CREEK GUARD STATION.
 OZ0478'ABOUT 6.4 MILES NORTHWEST ALONG THE PRAIRIE ROAD FROM LESTER CREEK
 OZ0478'GUARD STATION, ABOUT 0.3 MILES EAST OF A WOODEN BRIDGE OVER FALL
 OZ0478'CREEK, ABOUT 127 FEET NORTH OF THE NORTH EDGE OF THE CREEK, 30 FEET
 OZ0478'SOUTHWEST OF THE CENTERLINE OF THE ROAD AND SET IN THE TOP OF A
 OZ0478'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0062 ***********************************************************************
 NU0062  DESIGNATION -  G 164
 NU0062  PID         -  NU0062
 NU0062  STATE/COUNTY-  ID/BANNOCK
 NU0062  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0062
 NU0062                         *CURRENT SURVEY CONTROL
 NU0062  ___________________________________________________________________
 NU0062* NAD 83(1986)-  42 59 36.     (N)    112 26 50.     (W)     SCALED    
 NU0062* NAVD 88     -      1363.846  (meters)    4474.55   (feet)  ADJUSTED  
 NU0062  ___________________________________________________________________
 NU0062  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NU0062  DYNAMIC HT  -        1363.093 (meters)    4472.08  (feet)  COMP
 NU0062  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 NU0062
 NU0062  VERT ORDER  -  FIRST     CLASS I
 NU0062
 NU0062.The horizontal coordinates were scaled from a topographic map and have
 NU0062.an estimated accuracy of +/- 6 seconds.
 NU0062
 NU0062.The orthometric height was determined by differential leveling
 NU0062.and adjusted by the National Geodetic Survey in June 1991..
 NU0062
 NU0062.The geoid height was determined by GEOID03.
 NU0062
 NU0062.The dynamic height is computed by dividing the NAVD 88
 NU0062.geopotential number by the normal gravity value computed on the
 NU0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0062.degrees latitude (g = 980.6199 gals.).
 NU0062
 NU0062.The modeled gravity was interpolated from observed gravity values.
 NU0062
 NU0062;                    North         East    Units  Estimated Accuracy
 NU0062;SPC ID E     -   147,400.      177,120.      MT  (+/- 180 meters Scaled)
 NU0062
 NU0062                          SUPERSEDED SURVEY CONTROL
 NU0062
 NU0062  NGVD 29 (??/??/92) 1362.809  (m)         4471.15   (f) ADJ UNCH    1 1
 NU0062
 NU0062.Superseded values are not recommended for survey control.
 NU0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0062.See file dsdata.txt to determine how the superseded data were derived.
 NU0062
 NU0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN820610(NAD 83)
 NU0062_MARKER: DB = BENCH MARK DISK
 NU0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0062_SP_SET: CULVERT
 NU0062_STAMPING: G 164 1941
 NU0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0062
 NU0062  HISTORY     - Date     Condition        Report By
 NU0062  HISTORY     - 1941     MONUMENTED       CGS
 NU0062  HISTORY     - 1960     GOOD             NGS
 NU0062  HISTORY     - 1967     GOOD             NGS
 NU0062  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0062
 NU0062                          STATION DESCRIPTION
 NU0062
 NU0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0062'2.5 MI S FROM FORT HALL.
 NU0062'2.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0062'FORT HALL, AT THE CROSSING OF AN ASPHALT ROAD, 6 1/2 POLES NORTH AND
 NU0062'ACROSS THE TRACK FROM MILEPOLE 143, IN TOP OF THE CENTER OF THE EAST
 NU0062'CONCRETE HEAD WALL OF A LARGE ASKEW CONCRETE BOX CULVERT FOR AN
 NU0062'IRRIGATION CANAL UNDER U.S. HIGHWAYS 91 AND 191, DIRECTLY OPPOSITE OF
 NU0062'RAILROAD CULVERT 143.20, 67.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 14
 NU0062'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTH OF THE
 NU0062'CENTER LINE OF THE ASPHALT ROAD, ABOUT 1 FOOT LOWER THAN THE TRACK,
 NU0062'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 NU0062
 NU0062                          STATION RECOVERY (1967)
 NU0062
 NU0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0062'RECOVERED IN GOOD CONDITION.
 NU0062
 NU0062                          STATION RECOVERY (1983)
 NU0062
 NU0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0797 ***********************************************************************
 NU0797  DESIGNATION -  G 165
 NU0797  PID         -  NU0797
 NU0797  STATE/COUNTY-  ID/BLAINE
 NU0797  USGS QUAD   -  LAKE WALCOTT EAST (1984)
 NU0797
 NU0797                         *CURRENT SURVEY CONTROL
 NU0797  ___________________________________________________________________
 NU0797* NAD 83(1986)-  42 43 39.     (N)    113 22 00.     (W)     SCALED    
 NU0797* NAVD 88     -      1308.365  (meters)    4292.53   (feet)  ADJUSTED  
 NU0797  ___________________________________________________________________
 NU0797  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 NU0797  DYNAMIC HT  -        1307.633 (meters)    4290.13  (feet)  COMP
 NU0797  MODELED GRAV-     980,015.8   (mgal)                       NAVD 88
 NU0797
 NU0797  VERT ORDER  -  FIRST     CLASS II
 NU0797
 NU0797.The horizontal coordinates were scaled from a topographic map and have
 NU0797.an estimated accuracy of +/- 6 seconds.
 NU0797
 NU0797.The orthometric height was determined by differential leveling
 NU0797.and adjusted by the National Geodetic Survey in June 1991..
 NU0797
 NU0797.The geoid height was determined by GEOID03.
 NU0797
 NU0797.The dynamic height is computed by dividing the NAVD 88
 NU0797.geopotential number by the normal gravity value computed on the
 NU0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0797.degrees latitude (g = 980.6199 gals.).
 NU0797
 NU0797.The modeled gravity was interpolated from observed gravity values.
 NU0797
 NU0797;                    North         East    Units  Estimated Accuracy
 NU0797;SPC ID C     -   118,020.      551,870.      MT  (+/- 180 meters Scaled)
 NU0797
 NU0797                          SUPERSEDED SURVEY CONTROL
 NU0797
 NU0797  NGVD 29 (??/??/92) 1307.386  (m)         4289.32   (f) ADJ UNCH    1 2
 NU0797
 NU0797.Superseded values are not recommended for survey control.
 NU0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0797.See file dsdata.txt to determine how the superseded data were derived.
 NU0797
 NU0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN062332(NAD 83)
 NU0797_MARKER: DB = BENCH MARK DISK
 NU0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0797_STAMPING: G 165 1941
 NU0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0797+STABILITY: SURFACE MOTION
 NU0797
 NU0797  HISTORY     - Date     Condition        Report By
 NU0797  HISTORY     - 1941     MONUMENTED       CGS
 NU0797  HISTORY     - 1957     GOOD             USGS
 NU0797  HISTORY     - 1980     MARK NOT FOUND   USGS
 NU0797
 NU0797                          STATION DESCRIPTION
 NU0797
 NU0797'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0797'6.5 MI E FROM MINIDOKA.
 NU0797'IN BLAINE COUNTY, 6.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 NU0797'THE STATION AT MINIDOKA, MINIDOKA COUNTY, 45 FEET SOUTHWEST OF
 NU0797'MILEPOST 266, 95 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 33 FEET
 NU0797'SOUTH OF A ROW OF POLES, AND NEAR A WHITE WOODEN WITNESS POST.  A
 NU0797'STANDARD DISK, STAMPED G 165 1941 AND SET IN THE TOP OF A CONCRETE
 NU0797'POST.
 NU0797
 NU0797                          STATION RECOVERY (1980)
 NU0797
 NU0797'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NU0797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0460 ***********************************************************************
 SU0460  DESIGNATION -  G 166
 SU0460  PID         -  SU0460
 SU0460  STATE/COUNTY-  ID/SHOSHONE
 SU0460  USGS QUAD   -  SHEFOOT MOUNTAIN (1995)
 SU0460
 SU0460                         *CURRENT SURVEY CONTROL
 SU0460  ___________________________________________________________________
 SU0460* NAD 83(1986)-  47 21 25.     (N)    115 42 11.     (W)     SCALED    
 SU0460* NAVD 88     -      1008.298  (meters)    3308.06   (feet)  ADJUSTED  
 SU0460  ___________________________________________________________________
 SU0460  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 SU0460  DYNAMIC HT  -        1008.156 (meters)    3307.59  (feet)  COMP
 SU0460  MODELED GRAV-     980,439.2   (mgal)                       NAVD 88
 SU0460
 SU0460  VERT ORDER  -  SECOND    CLASS 0
 SU0460
 SU0460.The horizontal coordinates were scaled from a topographic map and have
 SU0460.an estimated accuracy of +/- 6 seconds.
 SU0460
 SU0460.The orthometric height was determined by differential leveling
 SU0460.and adjusted by the National Geodetic Survey in June 1991..
 SU0460
 SU0460.The geoid height was determined by GEOID03.
 SU0460
 SU0460.The dynamic height is computed by dividing the NAVD 88
 SU0460.geopotential number by the normal gravity value computed on the
 SU0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0460.degrees latitude (g = 980.6199 gals.).
 SU0460
 SU0460.The modeled gravity was interpolated from observed gravity values.
 SU0460
 SU0460;                    North         East    Units  Estimated Accuracy
 SU0460;SPC ID W     -   632,280.      803,550.      MT  (+/- 180 meters Scaled)
 SU0460
 SU0460                          SUPERSEDED SURVEY CONTROL
 SU0460
 SU0460  NGVD 29 (??/??/92) 1007.043  (m)         3303.94   (f) ADJ UNCH    2 0
 SU0460
 SU0460.Superseded values are not recommended for survey control.
 SU0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0460.See file dsdata.txt to determine how the superseded data were derived.
 SU0460
 SU0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN979456(NAD 83)
 SU0460_MARKER: DB = BENCH MARK DISK
 SU0460_SETTING: 66 = SET IN ROCK OUTCROP
 SU0460_SP_SET: ROCK CLIFF
 SU0460_STAMPING: G 166 1935
 SU0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0460+STABILITY: POSITION/ELEVATION WELL
 SU0460
 SU0460  HISTORY     - Date     Condition        Report By
 SU0460  HISTORY     - 1935     MONUMENTED       CGS
 SU0460  HISTORY     - 1963     GOOD             NGS
 SU0460
 SU0460                          STATION DESCRIPTION
 SU0460
 SU0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SU0460'11.2 MI N FROM AVERY.
 SU0460'11.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SU0460'RAILROAD FROM THE STATION AT AVERY, 1.4 MILES SOUTH OF THE ABANDONED
 SU0460'VILLAGE OF FALCON, 0.2 MILE EAST OF MILE POST NO. 1762, 500 FEET
 SU0460'NORTHEAST OF CULVERT NO. 749, 340 FEET SOUTHWEST OF CULVERT 747 1/2,
 SU0460'200 FEET NORTHEAST OF THE SIGN, STATION ONE MILE, 28 FEET SOUTHEAST OF
 SU0460'A POWER POLE, 13 FEET SOUTH OF THE CENTER OF THE TRACKS AND 3 FEET
 SU0460'ABOVE THE LEVEL OF THE TRACKS, SET VERTICALLY IN THE FACE OF A ROCK
 SU0460'CLIFF WITH THE LETTERS B M PAINTED ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0188 ***********************************************************************
 SV0188  DESIGNATION -  G 167
 SV0188  PID         -  SV0188
 SV0188  STATE/COUNTY-  ID/SHOSHONE
 SV0188  USGS QUAD   -  KELLOGG EAST (1996)
 SV0188
 SV0188                         *CURRENT SURVEY CONTROL
 SV0188  ___________________________________________________________________
 SV0188* NAD 83(1986)-  47 30 54.     (N)    116 01 56.     (W)     SCALED    
 SV0188* NAVD 88     -       744.828  (meters)    2443.66   (feet)  ADJUSTED  
 SV0188  ___________________________________________________________________
 SV0188  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 SV0188  DYNAMIC HT  -         744.817 (meters)    2443.62  (feet)  COMP
 SV0188  MODELED GRAV-     980,573.9   (mgal)                       NAVD 88
 SV0188
 SV0188  VERT ORDER  -  SECOND    CLASS 0
 SV0188
 SV0188.The horizontal coordinates were scaled from a topographic map and have
 SV0188.an estimated accuracy of +/- 6 seconds.
 SV0188
 SV0188.The orthometric height was determined by differential leveling
 SV0188.and adjusted by the National Geodetic Survey in June 1991..
 SV0188
 SV0188.The geoid height was determined by GEOID03.
 SV0188
 SV0188.The dynamic height is computed by dividing the NAVD 88
 SV0188.geopotential number by the normal gravity value computed on the
 SV0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0188.degrees latitude (g = 980.6199 gals.).
 SV0188
 SV0188.The modeled gravity was interpolated from observed gravity values.
 SV0188
 SV0188;                    North         East    Units  Estimated Accuracy
 SV0188;SPC ID W     -   649,880.      778,740.      MT  (+/- 180 meters Scaled)
 SV0188
 SV0188                          SUPERSEDED SURVEY CONTROL
 SV0188
 SV0188  NGVD 29 (??/??/92)  743.712  (m)         2440.00   (f) ADJ UNCH    2 0
 SV0188
 SV0188.Superseded values are not recommended for survey control.
 SV0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0188.See file dsdata.txt to determine how the superseded data were derived.
 SV0188
 SV0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN728628(NAD 83)
 SV0188_MARKER: DB = BENCH MARK DISK
 SV0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0188_STAMPING: G 167 1935
 SV0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0188+STABILITY: SURFACE MOTION
 SV0188
 SV0188  HISTORY     - Date     Condition        Report By
 SV0188  HISTORY     - 1935     MONUMENTED       CGS
 SV0188  HISTORY     - 1959     GOOD             NGS
 SV0188
 SV0188                          STATION DESCRIPTION
 SV0188
 SV0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SV0188'1.95 MI W FROM OSBURN.
 SV0188'ABOUT 1.95 MILES WEST ALONG THE OREGON WASHINGTON RAILROAD FROM THE
 SV0188'STATION AT OSBURN, 0.1 MILE WEST OF MILEPOST 74, 393 FEET
 SV0188'SOUTH-SOUTHEAST OF AND ACROSS THE TRACK FROM THE SOUTHEAST CORNER OF A
 SV0188'LARGE CONCRETE BRIDGE OVER COEUR DALENE RIVER, 47 FEET SOUTH OF. THE
 SV0188'SOUTH RAIL, 96 FEET EAST OF A POWER POLE WITH THREE GUY WIRES, 35 FEET
 SV0188'SOUTHEAST OF THE THIRD POLE WEST OF THE MILEPOST, 0.2 FOOT NORTH OF A
 SV0188'FENCE, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN
 SV0188'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 SV0188'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0612 ***********************************************************************
 SU0612  DESIGNATION -  G 168
 SU0612  PID         -  SU0612
 SU0612  STATE/COUNTY-  ID/SHOSHONE
 SU0612  USGS QUAD   -  BURKE (1996)
 SU0612
 SU0612                         *CURRENT SURVEY CONTROL
 SU0612  ___________________________________________________________________
 SU0612* NAD 83(1986)-  47 31 37.     (N)    115 47 43.     (W)     SCALED    
 SU0612* NAVD 88     -      1213.883  (meters)    3982.55   (feet)  ADJUSTED  
 SU0612  ___________________________________________________________________
 SU0612  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 SU0612  DYNAMIC HT  -        1213.756 (meters)    3982.13  (feet)  COMP
 SU0612  MODELED GRAV-     980,466.5   (mgal)                       NAVD 88
 SU0612
 SU0612  VERT ORDER  -  SECOND    CLASS 0
 SU0612
 SU0612.The horizontal coordinates were scaled from a topographic map and have
 SU0612.an estimated accuracy of +/- 6 seconds.
 SU0612
 SU0612.The orthometric height was determined by differential leveling
 SU0612.and adjusted by the National Geodetic Survey in June 1991..
 SU0612
 SU0612.The geoid height was determined by GEOID03.
 SU0612
 SU0612.The dynamic height is computed by dividing the NAVD 88
 SU0612.geopotential number by the normal gravity value computed on the
 SU0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0612.degrees latitude (g = 980.6199 gals.).
 SU0612
 SU0612.The modeled gravity was interpolated from observed gravity values.
 SU0612
 SU0612;                    North         East    Units  Estimated Accuracy
 SU0612;SPC ID W     -   651,180.      796,590.      MT  (+/- 180 meters Scaled)
 SU0612
 SU0612                          SUPERSEDED SURVEY CONTROL
 SU0612
 SU0612  NGVD 29 (??/??/92) 1212.670  (m)         3978.57   (f) ADJ UNCH    2 0
 SU0612
 SU0612.Superseded values are not recommended for survey control.
 SU0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0612.See file dsdata.txt to determine how the superseded data were derived.
 SU0612
 SU0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN906644(NAD 83)
 SU0612_MARKER: DB = BENCH MARK DISK
 SU0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0612_STAMPING: G 168 1935
 SU0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0612+STABILITY: SURFACE MOTION
 SU0612
 SU0612  HISTORY     - Date     Condition        Report By
 SU0612  HISTORY     - 1935     MONUMENTED       CGS
 SU0612  HISTORY     - 1952     MARK NOT FOUND   NGS
 SU0612
 SU0612                          STATION DESCRIPTION
 SU0612
 SU0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SU0612'1.1 MI E FROM BURKE.
 SU0612'1.1 MILES EAST ALONG STATE HIGHWAY 4 FROM THE UNION PACIFIC RAILROAD
 SU0612'STATION AT BURKE, SHOSHONE COUNTY, 54.2 FEET EAST OF THE NORTHEAST
 SU0612'CORNER OF THE B. MC NETT RESIDENCE, 24.0 FEET SOUTHEAST OF THE
 SU0612'CENTERLINE OF THE HIGHWAY, AND 10.7 FEET SOUTHEAST OF A POLE.  A
 SU0612'STANDARD DISK, STAMPED G 168 1935 AND SET IN THE TOP OF A CONCRETE
 SU0612'POST.  NOTE-- LARGE ROCKS HAVE BEEN DUMPED IN THE DESCRIBED LOCATION
 SU0612'OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0486 ***********************************************************************
 OZ0486  DESIGNATION -  G 169
 OZ0486  PID         -  OZ0486
 OZ0486  STATE/COUNTY-  ID/ELMORE
 OZ0486  USGS QUAD   -  ANDERSON RANCH DAM (1973)
 OZ0486
 OZ0486                         *CURRENT SURVEY CONTROL
 OZ0486  ___________________________________________________________________
 OZ0486* NAD 83(1986)-  43 17 28.     (N)    115 27 16.     (W)     SCALED    
 OZ0486* NAVD 88     -      1593.527  (meters)    5228.10   (feet)  ADJUSTED  
 OZ0486  ___________________________________________________________________
 OZ0486  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 OZ0486  DYNAMIC HT  -        1592.681 (meters)    5225.32  (feet)  COMP
 OZ0486  MODELED GRAV-     980,031.6   (mgal)                       NAVD 88
 OZ0486
 OZ0486  VERT ORDER  -  SECOND    CLASS 0
 OZ0486
 OZ0486.The horizontal coordinates were scaled from a topographic map and have
 OZ0486.an estimated accuracy of +/- 6 seconds.
 OZ0486
 OZ0486.The orthometric height was determined by differential leveling
 OZ0486.and adjusted by the National Geodetic Survey in June 1991..
 OZ0486
 OZ0486.The geoid height was determined by GEOID03.
 OZ0486
 OZ0486.The dynamic height is computed by dividing the NAVD 88
 OZ0486.geopotential number by the normal gravity value computed on the
 OZ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0486.degrees latitude (g = 980.6199 gals.).
 OZ0486
 OZ0486.The modeled gravity was interpolated from observed gravity values.
 OZ0486
 OZ0486;                    North         East    Units  Estimated Accuracy
 OZ0486;SPC ID W     -   180,480.      823,980.      MT  (+/- 180 meters Scaled)
 OZ0486
 OZ0486                          SUPERSEDED SURVEY CONTROL
 OZ0486
 OZ0486  NGVD 29 (??/??/92) 1592.520  (m)         5224.79   (f) ADJ UNCH    2 0
 OZ0486
 OZ0486.Superseded values are not recommended for survey control.
 OZ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0486.See file dsdata.txt to determine how the superseded data were derived.
 OZ0486
 OZ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH253943(NAD 83)
 OZ0486_MARKER: DB = BENCH MARK DISK
 OZ0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0486_STAMPING: G 169 1935
 OZ0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0486+STABILITY: SURFACE MOTION
 OZ0486
 OZ0486  HISTORY     - Date     Condition        Report By
 OZ0486  HISTORY     - 1935     MONUMENTED       CGS
 OZ0486  HISTORY     - 1973     MARK NOT FOUND   USGS
 OZ0486
 OZ0486                          STATION DESCRIPTION
 OZ0486
 OZ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0486'1.9 MI SW FROM BENNETT.
 OZ0486'1.9 MILES SOUTHWEST ALONG THE PINE ROAD FROM THE DIXIE STORE AT
 OZ0486'BENNETT, ELMORE COUNTY, 0.1 MILE SOUTH OF THE MOUNTAIN HOME IRRIGATION
 OZ0486'CANAL, 36.5 FEET SOUTHEAST OF POLE 7071, 75 FEET SOUTHEAST OF THE
 OZ0486'CENTERLINE OF THE ROAD, AND 3 FEET NORTHWEST OF THE FENCE LINE. A
 OZ0486'STANDARD DISK, STAMPED G 169 1935 AND SET IN THE TOP OF A CONCRETE
 OZ0486'POST.
 OZ0486
 OZ0486                          STATION RECOVERY (1973)
 OZ0486
 OZ0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0528 ***********************************************************************
 PZ0528  DESIGNATION -  G 17 RESET
 PZ0528  PID         -  PZ0528
 PZ0528  STATE/COUNTY-  ID/LEMHI
 PZ0528  USGS QUAD   -  GOLDBUG RIDGE (1962)
 PZ0528
 PZ0528                         *CURRENT SURVEY CONTROL
 PZ0528  ___________________________________________________________________
 PZ0528* NAD 83(1986)-  44 58 36.     (N)    113 56 54.     (W)     SCALED    
 PZ0528* NAVD 88     -      1289.03   (meters)    4229.1    (feet)  RESET     
 PZ0528  ___________________________________________________________________
 PZ0528  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 PZ0528
 PZ0528  VERT ORDER  -  THIRD
 PZ0528
 PZ0528.The horizontal coordinates were scaled from a topographic map and have
 PZ0528.an estimated accuracy of +/- 6 seconds.
 PZ0528
 PZ0528.The orthometric height was computed from unverified reset data.
 PZ0528
 PZ0528.The geoid height was determined by GEOID03.
 PZ0528
 PZ0528;                    North         East    Units  Estimated Accuracy
 PZ0528;SPC ID C     -   367,720.      504,080.      MT  (+/- 180 meters Scaled)
 PZ0528
 PZ0528                          SUPERSEDED SURVEY CONTROL
 PZ0528
 PZ0528.No superseded survey control is available for this station.
 PZ0528
 PZ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ675845(NAD 83)
 PZ0528_MARKER: DD = SURVEY DISK
 PZ0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0528_STAMPING: G 17 RESET 1936
 PZ0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0528+STABILITY: SURFACE MOTION
 PZ0528
 PZ0528  HISTORY     - Date     Condition        Report By
 PZ0528  HISTORY     - 1936     MONUMENTED       IDDT
 PZ0528  HISTORY     - 1953     GOOD             NGS
 PZ0528
 PZ0528                          STATION DESCRIPTION
 PZ0528
 PZ0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PZ0528'14.4 MI S FROM SALMON.
 PZ0528'14.4 MILES SOUTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 PZ0528'HIGHWAY 28 AT SALMON, 0.2 MILE NORTHWEST OF THE BURNHAM (FORMERLY
 PZ0528'BRINEY) RANCH, 106 FEET NORTHEAST OF THE EAST BANK OF SALMON RIVER,
 PZ0528'108 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION
 PZ0528'761+30, ON AN 8-DEGREE CURVE, 90 FEET AHEAD OF THE POINT OF CURVATURE,
 PZ0528'123 FEET SOUTH AND SLIGHTLY WEST OF A RIGHT-OF-WAY MARKER, AND 167
 PZ0528'FEET SOUTH AND SLIGHTLY WEST OF THE CAMP CREEK SIGN POST ADJACENT TO
 PZ0528'THE HIGHWAY.  A STANDARD DISK, STAMPED G 17 RESET 1936 AND SET IN THE
 PZ0528'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0519 ***********************************************************************
 NV0519  DESIGNATION -  G 170
 NV0519  PID         -  NV0519
 NV0519  STATE/COUNTY-  ID/OWYHEE
 NV0519  USGS QUAD   -  BLACK BUTTE WEST (1980)
 NV0519
 NV0519                         *CURRENT SURVEY CONTROL
 NV0519  ___________________________________________________________________
 NV0519* NAD 83(1992)-  42 42 08.20767(N)    115 29 36.14678(W)     ADJUSTED  
 NV0519* NAVD 88     -      1144.560  (meters)    3755.11   (feet)  ADJUSTED  
 NV0519  ___________________________________________________________________
 NV0519  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 NV0519  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 NV0519  DYNAMIC HT  -        1143.958 (meters)    3753.14  (feet)  COMP
 NV0519  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 NV0519
 NV0519  HORZ ORDER  -  THIRD
 NV0519  VERT ORDER  -  SECOND    CLASS 0
 NV0519
 NV0519.The horizontal coordinates were established by classical geodetic methods
 NV0519.and adjusted by the National Geodetic Survey in July 1992..
 NV0519
 NV0519.The orthometric height was determined by differential leveling
 NV0519.and adjusted by the National Geodetic Survey in June 1991..
 NV0519
 NV0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0519
 NV0519.The geoid height was determined by GEOID03.
 NV0519
 NV0519.The dynamic height is computed by dividing the NAVD 88
 NV0519.geopotential number by the normal gravity value computed on the
 NV0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0519.degrees latitude (g = 980.6199 gals.).
 NV0519
 NV0519.The modeled gravity was interpolated from observed gravity values.
 NV0519
 NV0519;                    North         East     Units Scale Factor Converg.
 NV0519;SPC ID W     -   115,056.941   821,024.874   MT  0.99993877   +0 10 26.5
 NV0519;UTM  11      - 4,728,854.756   623,394.995   MT  0.99978733   +1 01 18.9
 NV0519
 NV0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0519!SPC ID W     -   0.99982310  x   0.99993877  =   0.99976188
 NV0519!UTM  11      -   0.99982310  x   0.99978733  =   0.99961047
 NV0519
 NV0519                          SUPERSEDED SURVEY CONTROL
 NV0519
 NV0519  NAD 83(1986)-  42 42 08.20910(N)    115 29 36.14892(W) AD(       ) 3
 NV0519  NGVD 29 (??/??/92) 1143.626  (m)         3752.05   (f) ADJ UNCH    2 0
 NV0519
 NV0519.Superseded values are not recommended for survey control.
 NV0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0519.See file dsdata.txt to determine how the superseded data were derived.
 NV0519
 NV0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2339528855(NAD 83)
 NV0519_MARKER: DB = BENCH MARK DISK
 NV0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0519_STAMPING: G 170 1935
 NV0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0519+STABILITY: SURFACE MOTION
 NV0519
 NV0519  HISTORY     - Date     Condition        Report By
 NV0519  HISTORY     - 1935     MONUMENTED       CGS
 NV0519  HISTORY     - 1946     GOOD             USGS
 NV0519  HISTORY     - 1975     GOOD             USGS
 NV0519
 NV0519                          STATION DESCRIPTION
 NV0519
 NV0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0519'16.4 MI SE FROM HOT SPRING.
 NV0519'ABOUT 16.4 MILES SOUTHEAST ALONG THE CASTLEFORD ROAD FROM THE HOT
 NV0519'SPRING BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 4.2 MILES SOUTHWEST
 NV0519'OF SAILOR CAP BUTTE, ABOUT 1.2 MILES NORTHEAST OF THE JUNCTION OF THE
 NV0519'ROAD LEADING TO WINTER CAMPS, 20 FEET WEST OF THE CENTER LINE OF THE
 NV0519'ROAD, S. 50 DEG 03 MIN. E. FROM THE HIGHEST POINT OF PENCE BUTTE, N.
 NV0519'86 DEG 51 MIN. W. FROM THE HIGHEST POINT OF BLUE BUTTE, S 63 DEG 00
 NV0519'MIN. E FROM THE CAIRN ON POT HOLE BUTTE, AND S. 46 DEG. 21 W. FROM THE
 NV0519'LARGE CAP CAIRN.  A STANDARD DISK, STAMPED G 170 1935 AND SET IN THE
 NV0519'TOP OF A CONCRETE POST.
 NV0519
 NV0519                          STATION RECOVERY (1946)
 NV0519
 NV0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 NV0519'DESCRIBED IN NATIONAL GEODETIC SURVEY LEVEL LINE 42115-1, LINE 102.
 NV0519'
 NV0519'LOCATED ABOUT 17.5 MI. S. OF HAMMETT, ABOUT 3 MI. W. OF BLUE MOUNTAIN,
 NV0519'ON TOP OF A LOW RIDGE, 50 FT. W. OF THE RD.
 NV0519'
 NV0519'TO REACH FROM HAMMETT, DRIVE W. ON U.S. HIGHWAY 30 FOR 1.2 MI., TURN
 NV0519'LEFT ONTO GRADED RD. FOR 0.45 MI., TURN RIGHT (W.) FOR 2.1 MI., CROSS
 NV0519'INDIAN COVE BRIDGE OVER THE SNAKE RIVER, BEAR RIGHT AND GO 15 MI. TO
 NV0519'POWER PLANT, JUST BEFORE CROSSING THE BRIDGE OVER BROWN CREEK, TURN
 NV0519'LEFT AND GO ON MAIN-TRAVELED RD. FOR 1.7 MI. TO A Y-JUNCTION, CONTINUE
 NV0519'STRAIGHT AHEAD FOR 1.15 MI. TO A Y-JUNCTION, TAKE LEFT FORK AND
 NV0519'CONTINUE ON FOR 1.2 MI. TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR
 NV0519'1.95 MI. TO A Y-JUNCTION, TAKE LEFT FORK AND CONTINUE ON MAIN-TRAVELED
 NV0519'RD. FOR 2.45 MI. TO A Y-JUNCTION, TAKE RIGHT FORK FOR 2.15 MI. TO
 NV0519'SUMMIT AND STATION.
 NV0519'
 NV0519'STATION MARK--NGS BENCH MARK TABLET STAMPED---G 170 1935---, SET ON
 NV0519'TOP OF CONCRETE POST.
 NV0519'
 NV0519'REFERENCE MARKS--NONE SET.
 NV0519
 NV0519                          STATION RECOVERY (1975)
 NV0519
 NV0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0519'HAMMETT, IDAHO, 4.2 MI WEST OF ALONG INDIAN COVE BRIDGE. WEST ON
 NV0519'STATE HWY. 78 1.6 MI. TURN LEFT ONTO DIRT RD. SOUTH, 1.9 MI TO Y-RD.
 NV0519'INTERSECTION. RIGHT SOUTH 0.9 MI TO Y-RD. INTERSECTION, LEFT 13.6 MI
 NV0519'TO INTERSECTION. KEEP LEFT 1.8 MI TO RD. TRIANGLE, RIGHT SOUTH 2.0 MI
 NV0519'TO TOP OF RIDGE AT BEND IN RD. 49 FT WEST OF RD. SET IN TOP OF A
 NV0519'CONCRETE POST. STANDARD DISK STAMPED G 170 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0548 ***********************************************************************
 NV0548  DESIGNATION -  G 171
 NV0548  PID         -  NV0548
 NV0548  STATE/COUNTY-  ID/OWYHEE
 NV0548  USGS QUAD   -  CROWS NEST NE (1980)
 NV0548
 NV0548                         *CURRENT SURVEY CONTROL
 NV0548  ___________________________________________________________________
 NV0548* NAD 83(1986)-  42 38 28.     (N)    115 07 00.     (W)     SCALED    
 NV0548* NAVD 88     -      1087.458  (meters)    3567.77   (feet)  ADJUSTED  
 NV0548  ___________________________________________________________________
 NV0548  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 NV0548  DYNAMIC HT  -        1086.881 (meters)    3565.88  (feet)  COMP
 NV0548  MODELED GRAV-     980,054.0   (mgal)                       NAVD 88
 NV0548
 NV0548  VERT ORDER  -  SECOND    CLASS 0
 NV0548
 NV0548.The horizontal coordinates were scaled from a topographic map and have
 NV0548.an estimated accuracy of +/- 6 seconds.
 NV0548
 NV0548.The orthometric height was determined by differential leveling
 NV0548.and adjusted by the National Geodetic Survey in June 1991..
 NV0548
 NV0548.The geoid height was determined by GEOID03.
 NV0548
 NV0548.The dynamic height is computed by dividing the NAVD 88
 NV0548.geopotential number by the normal gravity value computed on the
 NV0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0548.degrees latitude (g = 980.6199 gals.).
 NV0548
 NV0548.The modeled gravity was interpolated from observed gravity values.
 NV0548
 NV0548;                    North         East    Units  Estimated Accuracy
 NV0548;SPC ID W     -   108,430.      851,940.      MT  (+/- 180 meters Scaled)
 NV0548
 NV0548                          SUPERSEDED SURVEY CONTROL
 NV0548
 NV0548  NGVD 29 (??/??/92) 1086.550  (m)         3564.79   (f) ADJ UNCH    2 0
 NV0548
 NV0548.Superseded values are not recommended for survey control.
 NV0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0548.See file dsdata.txt to determine how the superseded data were derived.
 NV0548
 NV0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH544226(NAD 83)
 NV0548_MARKER: DB = BENCH MARK DISK
 NV0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0548_STAMPING: G 171 1935
 NV0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0548+STABILITY: SURFACE MOTION
 NV0548
 NV0548  HISTORY     - Date     Condition        Report By
 NV0548  HISTORY     - 1935     MONUMENTED       CGS
 NV0548  HISTORY     - 1975     GOOD             USGS
 NV0548
 NV0548                          STATION DESCRIPTION
 NV0548
 NV0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0548'42.7 MI E FROM HOT SPRING.
 NV0548'ABOUT 42.7 MILES EAST ALONG THE CASTLEFORD ROAD FROM THE HOT SPRING
 NV0548'BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 23.4 MILES WEST OF
 NV0548'CASTLEFORD, ABOUT 31.4 MILES SOUTHEAST OF GLENNS FERRY, ABOUT 4.5
 NV0548'MILES EAST OF THE NOTCH IN NOTCH BUTTE, ABOUT 1.0 MILE WEST OF A
 NV0548'CROSSROAD BETWEEN OWSLEY BRIDGE AND BASALT LODGE BUTTE, SOUTH OF A
 NV0548'SADDLE IN AN EAST-AND-WEST RIDGE, ON GROUND SLOPING NORTH, AND 36 FEET
 NV0548'SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED G 171
 NV0548'1935 AND SET IN THE TOP OF A CONCRETE POST.
 NV0548
 NV0548                          STATION RECOVERY (1975)
 NV0548
 NV0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0548'CASTLEFORD, 2.8 MI W., THENCE 1 MI N., THENCE W. 2.8 MI, THENCE N. ON
 NV0548'MAIN COUNTY RD. 4.8 MI, THENCE W. 4.9 MI., THENCE N. 1.0 MI, THENCE
 NV0548'W. 1.5 MI, THENCE N. 0.5 MI, THENCE W. 1.3 MI TO JUNCTION OF DIRT
 NV0548'RD., THENCE SE. ON TRACK RD. 36 FT S. OF CENTERLINE OF RD. SET IN TOP
 NV0548'OF CONCRETE POST. STANDARD C AND GS DISK STAMPED G 171 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0851 ***********************************************************************
 RZ0851  DESIGNATION -  G 172
 RZ0851  PID         -  RZ0851
 RZ0851  STATE/COUNTY-  ID/LATAH
 RZ0851  USGS QUAD   -  PALOUSE (1975)
 RZ0851
 RZ0851                         *CURRENT SURVEY CONTROL
 RZ0851  ___________________________________________________________________
 RZ0851* NAD 83(1986)-  46 54 34.     (N)    117 01 32.     (W)     SCALED    
 RZ0851* NAVD 88     -       747.115  (meters)    2451.16   (feet)  ADJUSTED  
 RZ0851  ___________________________________________________________________
 RZ0851  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 RZ0851  DYNAMIC HT  -         747.061 (meters)    2450.98  (feet)  COMP
 RZ0851  MODELED GRAV-     980,517.1   (mgal)                       NAVD 88
 RZ0851
 RZ0851  VERT ORDER  -  SECOND    CLASS 0
 RZ0851
 RZ0851.The horizontal coordinates were scaled from a topographic map and have
 RZ0851.an estimated accuracy of +/- 6 seconds.
 RZ0851
 RZ0851.The orthometric height was determined by differential leveling
 RZ0851.and adjusted by the National Geodetic Survey in June 1991..
 RZ0851
 RZ0851.The geoid height was determined by GEOID03.
 RZ0851
 RZ0851.The dynamic height is computed by dividing the NAVD 88
 RZ0851.geopotential number by the normal gravity value computed on the
 RZ0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0851.degrees latitude (g = 980.6199 gals.).
 RZ0851
 RZ0851.The modeled gravity was interpolated from observed gravity values.
 RZ0851
 RZ0851;                    North         East    Units  Estimated Accuracy
 RZ0851;SPC ID W     -   583,320.      702,830.      MT  (+/- 180 meters Scaled)
 RZ0851
 RZ0851                          SUPERSEDED SURVEY CONTROL
 RZ0851
 RZ0851  NGVD 29 (??/??/92)  745.993  (m)         2447.48   (f) ADJ UNCH    2 0
 RZ0851
 RZ0851.Superseded values are not recommended for survey control.
 RZ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0851.See file dsdata.txt to determine how the superseded data were derived.
 RZ0851
 RZ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM980951(NAD 83)
 RZ0851_MARKER: DB = BENCH MARK DISK
 RZ0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0851_STAMPING: G 172 1935
 RZ0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0851+STABILITY: SURFACE MOTION
 RZ0851
 RZ0851  HISTORY     - Date     Condition        Report By
 RZ0851  HISTORY     - 1935     MONUMENTED       CGS
 RZ0851  HISTORY     - 1962     MARK NOT FOUND   USGS
 RZ0851
 RZ0851                          STATION DESCRIPTION
 RZ0851
 RZ0851'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RZ0851'3.4 MI E FROM PALOUSE, WA.
 RZ0851'IN LATAH COUNTY, 3.4 MILES EAST ALONG THE WASHINGTON, IDAHO AND
 RZ0851'MONTANA RAILWAY FROM THE STATION AT PALOUSE, 100 FEET EAST OF MILEPOST
 RZ0851'4, 60 FEET NORTHEAST OF A SMALL DRAINAGE DITCH, 54 FEET EAST OF A
 RZ0851'POWERLINE POLE, 40 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 RZ0851'1.3 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A
 RZ0851'CONCRETE POST.  NOTE-- MAY HAVE BEEN DESTROYED BY WORK ALONG THE
 RZ0851'RAILROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1200 ***********************************************************************
 NU1200  DESIGNATION -  G 175
 NU1200  PID         -  NU1200
 NU1200  STATE/COUNTY-  ID/CASSIA
 NU1200  USGS QUAD   -  RUPERT (1976)
 NU1200
 NU1200                         *CURRENT SURVEY CONTROL
 NU1200  ___________________________________________________________________
 NU1200* NAD 83(1986)-  42 31 04.     (N)    113 44 20.     (W)     SCALED    
 NU1200* NAVD 88     -      1274.493  (meters)    4181.40   (feet)  ADJUSTED  
 NU1200  ___________________________________________________________________
 NU1200  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NU1200  DYNAMIC HT  -        1273.751 (meters)    4178.96  (feet)  COMP
 NU1200  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 NU1200
 NU1200  VERT ORDER  -  SECOND    CLASS 0
 NU1200
 NU1200.The horizontal coordinates were scaled from a topographic map and have
 NU1200.an estimated accuracy of +/- 6 seconds.
 NU1200
 NU1200.The orthometric height was determined by differential leveling
 NU1200.and adjusted by the National Geodetic Survey in June 1991..
 NU1200
 NU1200.The geoid height was determined by GEOID03.
 NU1200
 NU1200.The dynamic height is computed by dividing the NAVD 88
 NU1200.geopotential number by the normal gravity value computed on the
 NU1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1200.degrees latitude (g = 980.6199 gals.).
 NU1200
 NU1200.The modeled gravity was interpolated from observed gravity values.
 NU1200
 NU1200;                    North         East    Units  Estimated Accuracy
 NU1200;SPC ID C     -    94,570.      521,460.      MT  (+/- 180 meters Scaled)
 NU1200
 NU1200                          SUPERSEDED SURVEY CONTROL
 NU1200
 NU1200  NGVD 29 (??/??/92) 1273.520  (m)         4178.21   (f) ADJ UNCH    2 0
 NU1200
 NU1200.Superseded values are not recommended for survey control.
 NU1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1200.See file dsdata.txt to determine how the superseded data were derived.
 NU1200
 NU1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN750109(NAD 83)
 NU1200_MARKER: DD = SURVEY DISK
 NU1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1200_STAMPING: USBM G 175 4177.87 BAK 119.40.5 AHD 121+05.9
 NU1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1200+STABILITY: SURFACE MOTION
 NU1200
 NU1200  HISTORY     - Date     Condition        Report By
 NU1200  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1200  HISTORY     - 1935     GOOD             NGS
 NU1200
 NU1200                          STATION DESCRIPTION
 NU1200
 NU1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1200'3.5 MI E FROM BURLEY.
 NU1200'3.5 MILES EAST ALONG U. S. HIGHWAY 30 S FROM THE CITY HALL AT BURLEY,
 NU1200'CASSIA COUNTY, BETWEEN THE UNION PACIFIC RAILROAD TRACK AND THE
 NU1200'HIGHWAY, 40 YARDS NORTH OF THE CENTERLINE OF THE TRACK, 41 FEET SOUTH
 NU1200'OF THE CENTERLINE OF THE HIGHWAY.  AN IDAHO DEPARTMENT OF PUBLIC WORKS
 NU1200'STANDARD DISK, STAMPED USBM G 175 4177.87 BAK 119.40.5 AHD 121+05.9
 NU1200'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1223 ***********************************************************************
 NU1223  DESIGNATION -  G 176
 NU1223  PID         -  NU1223
 NU1223  STATE/COUNTY-  ID/CASSIA
 NU1223  USGS QUAD   -  RUPERT SE (1978)
 NU1223
 NU1223                         *CURRENT SURVEY CONTROL
 NU1223  ___________________________________________________________________
 NU1223* NAD 83(1986)-  42 31 23.     (N)    113 35 50.     (W)     SCALED    
 NU1223* NAVD 88     -      1290.575  (meters)    4234.16   (feet)  ADJUSTED  
 NU1223  ___________________________________________________________________
 NU1223  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 NU1223  DYNAMIC HT  -        1289.836 (meters)    4231.74  (feet)  COMP
 NU1223  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 NU1223
 NU1223  VERT ORDER  -  SECOND    CLASS 0
 NU1223
 NU1223.The horizontal coordinates were scaled from a topographic map and have
 NU1223.an estimated accuracy of +/- 6 seconds.
 NU1223
 NU1223.The orthometric height was determined by differential leveling
 NU1223.and adjusted by the National Geodetic Survey in June 1991..
 NU1223
 NU1223.The geoid height was determined by GEOID03.
 NU1223
 NU1223.The dynamic height is computed by dividing the NAVD 88
 NU1223.geopotential number by the normal gravity value computed on the
 NU1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1223.degrees latitude (g = 980.6199 gals.).
 NU1223
 NU1223.The modeled gravity was interpolated from observed gravity values.
 NU1223
 NU1223;                    North         East    Units  Estimated Accuracy
 NU1223;SPC ID C     -    95,200.      533,090.      MT  (+/- 180 meters Scaled)
 NU1223
 NU1223                          SUPERSEDED SURVEY CONTROL
 NU1223
 NU1223  NGVD 29 (??/??/92) 1289.606  (m)         4230.98   (f) ADJ UNCH    2 0
 NU1223
 NU1223.Superseded values are not recommended for survey control.
 NU1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1223.See file dsdata.txt to determine how the superseded data were derived.
 NU1223
 NU1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN866111(NAD 83)
 NU1223_MARKER: DD = SURVEY DISK
 NU1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1223_STAMPING: USBM G 176 RPPC STA 506+10.3
 NU1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1223+STABILITY: SURFACE MOTION
 NU1223
 NU1223  HISTORY     - Date     Condition        Report By
 NU1223  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1223  HISTORY     - 1935     GOOD             NGS
 NU1223  HISTORY     - 1963     GOOD             USGS
 NU1223
 NU1223                          STATION DESCRIPTION
 NU1223
 NU1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1223'9.3 MI W FROM COTTEREL.
 NU1223'9.3 MILES WEST ALONG U. S. HIGHWAY 30 S FROM COTTEREL, CASSIA COUNTY,
 NU1223'90 FEET NORTH OF THE CENTERLINE OF THE UNION PACIFIC RAILROAD TRACK,
 NU1223'AND 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  AN IDAHO
 NU1223'DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED USBM G 176 RPPC STA
 NU1223'506+10.3 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- DESCRIPTION
 NU1223'READS USBM G 176 RPPC STA 506 + 10.3 BUT THIS DESCRIPTION SHOULD READ
 NU1223'USBM G 176 RPPC STA 507 + 48.
 NU1223
 NU1223                          STATION RECOVERY (1963)
 NU1223
 NU1223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NU1223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1247 ***********************************************************************
 NU1247  DESIGNATION -  G 177
 NU1247  PID         -  NU1247
 NU1247  STATE/COUNTY-  ID/CASSIA
 NU1247  USGS QUAD   -  RUPERT SE (1978)
 NU1247
 NU1247                         *CURRENT SURVEY CONTROL
 NU1247  ___________________________________________________________________
 NU1247* NAD 83(1986)-  42 32 05.     (N)    113 32 53.     (W)     SCALED    
 NU1247* NAVD 88     -      1316.759  (meters)    4320.07   (feet)  ADJUSTED  
 NU1247  ___________________________________________________________________
 NU1247  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1247  DYNAMIC HT  -        1316.004 (meters)    4317.59  (feet)  COMP
 NU1247  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 NU1247
 NU1247  VERT ORDER  -  SECOND    CLASS 0
 NU1247
 NU1247.The horizontal coordinates were scaled from a topographic map and have
 NU1247.an estimated accuracy of +/- 6 seconds.
 NU1247
 NU1247.The orthometric height was determined by differential leveling
 NU1247.and adjusted by the National Geodetic Survey in June 1991..
 NU1247
 NU1247.The geoid height was determined by GEOID03.
 NU1247
 NU1247.The dynamic height is computed by dividing the NAVD 88
 NU1247.geopotential number by the normal gravity value computed on the
 NU1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1247.degrees latitude (g = 980.6199 gals.).
 NU1247
 NU1247.The modeled gravity was interpolated from observed gravity values.
 NU1247
 NU1247;                    North         East    Units  Estimated Accuracy
 NU1247;SPC ID C     -    96,510.      537,130.      MT  (+/- 180 meters Scaled)
 NU1247
 NU1247                          SUPERSEDED SURVEY CONTROL
 NU1247
 NU1247  NGVD 29 (??/??/92) 1315.778  (m)         4316.85   (f) ADJ UNCH    2 0
 NU1247
 NU1247.Superseded values are not recommended for survey control.
 NU1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1247.See file dsdata.txt to determine how the superseded data were derived.
 NU1247
 NU1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN907122(NAD 83)
 NU1247_MARKER: DD = SURVEY DISK
 NU1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1247_STAMPING: USBM G 177
 NU1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1247+STABILITY: SURFACE MOTION
 NU1247
 NU1247  HISTORY     - Date     Condition        Report By
 NU1247  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1247  HISTORY     - 1935     GOOD             NGS
 NU1247
 NU1247                          STATION DESCRIPTION
 NU1247
 NU1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1247'6.2 MI W FROM COTTEREL.
 NU1247'6.2 MILES WEST OF AND ALONG US HWY NO. 30S 50 FEET SOUTH OF CENTER OF
 NU1247'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1248 ***********************************************************************
 NU1248  DESIGNATION -  G 177 RESET
 NU1248  PID         -  NU1248
 NU1248  STATE/COUNTY-  ID/CASSIA
 NU1248  USGS QUAD   -  RUPERT SE (1978)
 NU1248
 NU1248                         *CURRENT SURVEY CONTROL
 NU1248  ___________________________________________________________________
 NU1248* NAD 83(1986)-  42 32 05.     (N)    113 32 53.     (W)     SCALED    
 NU1248* NAVD 88     -      1316.749  (meters)    4320.03   (feet)  ADJUSTED  
 NU1248  ___________________________________________________________________
 NU1248  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1248  DYNAMIC HT  -        1315.994 (meters)    4317.56  (feet)  COMP
 NU1248  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 NU1248
 NU1248  VERT ORDER  -  SECOND    CLASS 0
 NU1248
 NU1248.The horizontal coordinates were scaled from a topographic map and have
 NU1248.an estimated accuracy of +/- 6 seconds.
 NU1248
 NU1248.The orthometric height was determined by differential leveling
 NU1248.and adjusted by the National Geodetic Survey in June 1991..
 NU1248
 NU1248.The geoid height was determined by GEOID03.
 NU1248
 NU1248.The dynamic height is computed by dividing the NAVD 88
 NU1248.geopotential number by the normal gravity value computed on the
 NU1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1248.degrees latitude (g = 980.6199 gals.).
 NU1248
 NU1248.The modeled gravity was interpolated from observed gravity values.
 NU1248
 NU1248;                    North         East    Units  Estimated Accuracy
 NU1248;SPC ID C     -    96,510.      537,130.      MT  (+/- 180 meters Scaled)
 NU1248
 NU1248                          SUPERSEDED SURVEY CONTROL
 NU1248
 NU1248  NGVD 29 (??/??/92) 1315.78   (m)         4316.9    (f) COMPUTED    2 0
 NU1248
 NU1248.Superseded values are not recommended for survey control.
 NU1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1248.See file dsdata.txt to determine how the superseded data were derived.
 NU1248
 NU1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN907122(NAD 83)
 NU1248_MARKER: DD = SURVEY DISK
 NU1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1248_STAMPING: SEE TEXT
 NU1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1248+STABILITY: SURFACE MOTION
 NU1248
 NU1248  HISTORY     - Date     Condition        Report By
 NU1248  HISTORY     - 1951     MONUMENTED       IDPWD
 NU1248  HISTORY     - 1958     GOOD             NGS
 NU1248
 NU1248                          STATION DESCRIPTION
 NU1248
 NU1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU1248'4.2 MI E FROM DECLO.
 NU1248'4.2 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF STATE
 NU1248'HIGHWAY 77 AT DECLO, 0.3 MILE SOUTHEAST OF MILEPOST 251, 0.1 MILE EAST
 NU1248'OF THE T JUNCTION OF A GRAVEL ROAD NORTH, 60 FEET SOUTHEAST OF THE
 NU1248'CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND
 NU1248'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 NU1248'GROUND.  STAMPED R.P.P.O.T. 648+00.0 OFF. 60.0 USBM G 177 RESET 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0541 ***********************************************************************
 PZ0541  DESIGNATION -  G 18
 PZ0541  PID         -  PZ0541
 PZ0541  STATE/COUNTY-  ID/LEMHI
 PZ0541  USGS QUAD   -  LEMHI (1989)
 PZ0541
 PZ0541                         *CURRENT SURVEY CONTROL
 PZ0541  ___________________________________________________________________
 PZ0541* NAD 83(1986)-  44 46 26.     (N)    113 31 48.     (W)     SCALED    
 PZ0541* NAVD 88     -      1678.582  (meters)    5507.15   (feet)  ADJUSTED  
 PZ0541  ___________________________________________________________________
 PZ0541  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 PZ0541  DYNAMIC HT  -        1677.699 (meters)    5504.25  (feet)  COMP
 PZ0541  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 PZ0541
 PZ0541  VERT ORDER  -  FIRST     CLASS II
 PZ0541
 PZ0541.The horizontal coordinates were scaled from a topographic map and have
 PZ0541.an estimated accuracy of +/- 6 seconds.
 PZ0541
 PZ0541.The orthometric height was determined by differential leveling
 PZ0541.and adjusted by the National Geodetic Survey in June 1991..
 PZ0541
 PZ0541.The geoid height was determined by GEOID03.
 PZ0541
 PZ0541.The dynamic height is computed by dividing the NAVD 88
 PZ0541.geopotential number by the normal gravity value computed on the
 PZ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0541.degrees latitude (g = 980.6199 gals.).
 PZ0541
 PZ0541.The modeled gravity was interpolated from observed gravity values.
 PZ0541
 PZ0541;                    North         East    Units  Estimated Accuracy
 PZ0541;SPC ID C     -   345,290.      537,200.      MT  (+/- 180 meters Scaled)
 PZ0541
 PZ0541                          SUPERSEDED SURVEY CONTROL
 PZ0541
 PZ0541  NGVD 29 (??/??/92) 1677.262  (m)         5502.82   (f) ADJ UNCH    1 2
 PZ0541
 PZ0541.Superseded values are not recommended for survey control.
 PZ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0541.See file dsdata.txt to determine how the superseded data were derived.
 PZ0541
 PZ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ998609(NAD 83)
 PZ0541_MARKER: DB = BENCH MARK DISK
 PZ0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0541_STAMPING: 5502.853 G 18 1933
 PZ0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0541+STABILITY: SURFACE MOTION
 PZ0541
 PZ0541  HISTORY     - Date     Condition        Report By
 PZ0541  HISTORY     - 1933     MONUMENTED       CGS
 PZ0541
 PZ0541                          STATION DESCRIPTION
 PZ0541
 PZ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PZ0541'10.6 MI NW FROM LEADORE.
 PZ0541'10.6 MILES NORTHWEST ALONG THE DISMANTLED GILMORE AND PITTSBURGH
 PZ0541'RAILROAD FROM LEADORE, LEMHI COUNTY, 3.1 MILES NORTHWEST OF THE SIDING
 PZ0541'AT COTTOM, 2.4 MILES SOUTHEAST OF MYERS LANE, 0.7 MILE NORTHWEST OF
 PZ0541'TAGES CROSSING, NEAR A CURVE, AND 50 FEET SOUTHWEST OF THE CENTER LINE
 PZ0541'OF THE TRACK.  A STANDARD DISK, STAMPED 5502.853 G 18 1933 AND SET IN
 PZ0541'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0326 ***********************************************************************
 NU0326  DESIGNATION -  G 181
 NU0326  PID         -  NU0326
 NU0326  STATE/COUNTY-  ID/ONEIDA
 NU0326  USGS QUAD   -  ELKHORN PEAK (1968)
 NU0326
 NU0326                         *CURRENT SURVEY CONTROL
 NU0326  ___________________________________________________________________
 NU0326* NAD 83(1986)-  42 15 11.     (N)    112 21 32.     (W)     SCALED    
 NU0326* NAVD 88     -      1473.513  (meters)    4834.35   (feet)  ADJUSTED  
 NU0326  ___________________________________________________________________
 NU0326  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 NU0326  DYNAMIC HT  -        1472.527 (meters)    4831.12  (feet)  COMP
 NU0326  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 NU0326
 NU0326  VERT ORDER  -  SECOND    CLASS 0
 NU0326
 NU0326.The horizontal coordinates were scaled from a topographic map and have
 NU0326.an estimated accuracy of +/- 6 seconds.
 NU0326
 NU0326.The orthometric height was determined by differential leveling
 NU0326.and adjusted by the National Geodetic Survey in June 1991..
 NU0326
 NU0326.The geoid height was determined by GEOID03.
 NU0326
 NU0326.The dynamic height is computed by dividing the NAVD 88
 NU0326.geopotential number by the normal gravity value computed on the
 NU0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0326.degrees latitude (g = 980.6199 gals.).
 NU0326
 NU0326.The modeled gravity was interpolated from observed gravity values.
 NU0326
 NU0326;                    North         East    Units  Estimated Accuracy
 NU0326;SPC ID E     -    65,150.      184,140.      MT  (+/- 180 meters Scaled)
 NU0326
 NU0326                          SUPERSEDED SURVEY CONTROL
 NU0326
 NU0326  NGVD 29 (??/??/92) 1472.417  (m)         4830.75   (f) ADJ UNCH    2 0
 NU0326
 NU0326.Superseded values are not recommended for survey control.
 NU0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0326.See file dsdata.txt to determine how the superseded data were derived.
 NU0326
 NU0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM879787(NAD 83)
 NU0326_MARKER: DB = BENCH MARK DISK
 NU0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0326_STAMPING: G 181 1935
 NU0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0326+STABILITY: SURFACE MOTION
 NU0326
 NU0326  HISTORY     - Date     Condition        Report By
 NU0326  HISTORY     - 1935     MONUMENTED       CGS
 NU0326  HISTORY     - 1967     MARK NOT FOUND   USGS
 NU0326
 NU0326                          STATION DESCRIPTION
 NU0326
 NU0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU0326'9.1 MI NW FROM MALAD CITY.
 NU0326'ABOUT 9.1 MILES NORTHWEST ALONG THE GRAVEL ROAD LEADING TO ELK HORN
 NU0326'DAM FROM MALAD CITY, ONEIDA COUNTY, AT A WHITE FARMHOUSE AND A LOG
 NU0326'BARN, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 10 FEET WEST OF
 NU0326'THE FARMYARD FENCE.  A STANDARD DISK, STAMPED G 181 1935 AND SET IN
 NU0326'THE TOP OF A CONCRETE POST.  NOTE-- THE AREA THE FARMER THINKS IT IS
 NU0326'LOCATED IN HAS ABOUT 2 FEET OF NEW FILL DIRT COVERING IT.  IF THE BM
 NU0326'IS UNDER THE FILL, IT IS LOST FOR ALL PRACTICAL PURPOSE, AS IT IS
 NU0326'GOING TO BECOME A DRIVEWAY.
 NU0326
 NU0326                          STATION RECOVERY (1967)
 NU0326
 NU0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1061 ***********************************************************************
 NU1061  DESIGNATION -  G 183
 NU1061  PID         -  NU1061
 NU1061  STATE/COUNTY-  ID/CASSIA
 NU1061  USGS QUAD   -  CONNOR RIDGE (1976)
 NU1061
 NU1061                         *CURRENT SURVEY CONTROL
 NU1061  ___________________________________________________________________
 NU1061* NAD 83(1986)-  42 16 50.     (N)    113 30 05.     (W)     SCALED    
 NU1061* NAVD 88     -      1502.102  (meters)    4928.15   (feet)  ADJUSTED  
 NU1061  ___________________________________________________________________
 NU1061  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 NU1061  DYNAMIC HT  -        1501.135 (meters)    4924.97  (feet)  COMP
 NU1061  MODELED GRAV-     979,925.3   (mgal)                       NAVD 88
 NU1061
 NU1061  VERT ORDER  -  SECOND    CLASS 0
 NU1061
 NU1061.The horizontal coordinates were scaled from a topographic map and have
 NU1061.an estimated accuracy of +/- 6 seconds.
 NU1061
 NU1061.The orthometric height was determined by differential leveling
 NU1061.and adjusted by the National Geodetic Survey in June 1991..
 NU1061
 NU1061.The geoid height was determined by GEOID03.
 NU1061
 NU1061.The dynamic height is computed by dividing the NAVD 88
 NU1061.geopotential number by the normal gravity value computed on the
 NU1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1061.degrees latitude (g = 980.6199 gals.).
 NU1061
 NU1061.The modeled gravity was interpolated from observed gravity values.
 NU1061
 NU1061;                    North         East    Units  Estimated Accuracy
 NU1061;SPC ID C     -    68,300.      541,130.      MT  (+/- 180 meters Scaled)
 NU1061
 NU1061                          SUPERSEDED SURVEY CONTROL
 NU1061
 NU1061  NGVD 29 (??/??/92) 1501.057  (m)         4924.72   (f) ADJ UNCH    2 0
 NU1061
 NU1061.Superseded values are not recommended for survey control.
 NU1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1061.See file dsdata.txt to determine how the superseded data were derived.
 NU1061
 NU1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM937839(NAD 83)
 NU1061_MARKER: DB = BENCH MARK DISK
 NU1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1061_STAMPING: G 183 1935
 NU1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1061+STABILITY: SURFACE MOTION
 NU1061
 NU1061  HISTORY     - Date     Condition        Report By
 NU1061  HISTORY     - 1935     MONUMENTED       CGS
 NU1061  HISTORY     - 1968     MARK NOT FOUND   USGS
 NU1061
 NU1061                          STATION DESCRIPTION
 NU1061
 NU1061'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NU1061'7.5 MI W FROM MALTA.
 NU1061'7.5 MILES WEST ALONG THE OAKLEY ROAD FROM MALTA, 100 YARDS SOUTH OF A
 NU1061'HOUSE, NEAR WARDS SERVICE STATION, AT THE JUNCTION OF A ROAD LEADING
 NU1061'NORTH, 75 FEET SOUTH OF THE MALTA ROAD, 60 FEET SOUTH OF A FENCE
 NU1061'CORNER, AND ON THE FENCE LINE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0496 ***********************************************************************
 NU0496  DESIGNATION -  G 186
 NU0496  PID         -  NU0496
 NU0496  STATE/COUNTY-  ID/ONEIDA
 NU0496  USGS QUAD   -  ROY (1973)
 NU0496
 NU0496                         *CURRENT SURVEY CONTROL
 NU0496  ___________________________________________________________________
 NU0496* NAD 83(1986)-  42 17 53.     (N)    112 49 27.     (W)     SCALED    
 NU0496* NAVD 88     -      1644.887  (meters)    5396.60   (feet)  ADJUSTED  
 NU0496  ___________________________________________________________________
 NU0496  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 NU0496  DYNAMIC HT  -        1643.744 (meters)    5392.85  (feet)  COMP
 NU0496  MODELED GRAV-     979,868.5   (mgal)                       NAVD 88
 NU0496
 NU0496  VERT ORDER  -  SECOND    CLASS 0
 NU0496
 NU0496.The horizontal coordinates were scaled from a topographic map and have
 NU0496.an estimated accuracy of +/- 6 seconds.
 NU0496
 NU0496.The orthometric height was determined by differential leveling
 NU0496.and adjusted by the National Geodetic Survey in June 1991..
 NU0496
 NU0496.The geoid height was determined by GEOID03.
 NU0496
 NU0496.The dynamic height is computed by dividing the NAVD 88
 NU0496.geopotential number by the normal gravity value computed on the
 NU0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0496.degrees latitude (g = 980.6199 gals.).
 NU0496
 NU0496.The modeled gravity was interpolated from observed gravity values.
 NU0496
 NU0496;                    North         East    Units  Estimated Accuracy
 NU0496;SPC ID E     -    70,340.      145,780.      MT  (+/- 180 meters Scaled)
 NU0496
 NU0496                          SUPERSEDED SURVEY CONTROL
 NU0496
 NU0496  NGVD 29 (??/??/92) 1643.733  (m)         5392.81   (f) ADJ UNCH    2 0
 NU0496
 NU0496.Superseded values are not recommended for survey control.
 NU0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0496.See file dsdata.txt to determine how the superseded data were derived.
 NU0496
 NU0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM496844(NAD 83)
 NU0496_MARKER: DB = BENCH MARK DISK
 NU0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0496_STAMPING: G 186 1935
 NU0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0496+STABILITY: SURFACE MOTION
 NU0496
 NU0496  HISTORY     - Date     Condition        Report By
 NU0496  HISTORY     - 1935     MONUMENTED       CGS
 NU0496  HISTORY     - 1938     GOOD             NGS
 NU0496
 NU0496                          STATION DESCRIPTION
 NU0496
 NU0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0496'0.6 MI S FROM ROY.
 NU0496'IN ONEIDA COUNTY, 0.6 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE FRAME
 NU0496'SCHOOLHOUSE AT ROY, POWER COUNTY, THENCE 4.2 MILES SOUTHWEST ALONG A
 NU0496'WINDING ROAD.  60 FEET EAST OF THE EAST BANK OF A DEEP WASH, 30 FEET
 NU0496'WEST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT WEST OF A FENCE. A
 NU0496'STANDARD DISK, STAMPED G 186 1935 AND SET IN THE TOP OF A CONCRETE
 NU0496'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0095 ***********************************************************************
 QB0095  DESIGNATION -  G 187
 QB0095  PID         -  QB0095
 QB0095  STATE/COUNTY-  ID/VALLEY
 QB0095  USGS QUAD   -  MC CALL (1973)
 QB0095
 QB0095                         *CURRENT SURVEY CONTROL
 QB0095  ___________________________________________________________________
 QB0095* NAD 83(1986)-  44 55 24.     (N)    116 04 23.     (W)     SCALED    
 QB0095* NAVD 88     -      1533.002  (meters)    5029.52   (feet)  ADJUSTED  
 QB0095  ___________________________________________________________________
 QB0095  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 QB0095  DYNAMIC HT  -        1532.335 (meters)    5027.34  (feet)  COMP
 QB0095  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 QB0095
 QB0095  VERT ORDER  -  SECOND    CLASS 0
 QB0095
 QB0095.The horizontal coordinates were scaled from a topographic map and have
 QB0095.an estimated accuracy of +/- 6 seconds.
 QB0095
 QB0095.The orthometric height was determined by differential leveling
 QB0095.and adjusted by the National Geodetic Survey in June 1991..
 QB0095
 QB0095.The geoid height was determined by GEOID03.
 QB0095
 QB0095.The dynamic height is computed by dividing the NAVD 88
 QB0095.geopotential number by the normal gravity value computed on the
 QB0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0095.degrees latitude (g = 980.6199 gals.).
 QB0095
 QB0095.The modeled gravity was interpolated from observed gravity values.
 QB0095
 QB0095;                    North         East    Units  Estimated Accuracy
 QB0095;SPC ID W     -   361,840.      774,500.      MT  (+/- 180 meters Scaled)
 QB0095
 QB0095                          SUPERSEDED SURVEY CONTROL
 QB0095
 QB0095  NGVD 29 (??/??/92) 1531.825  (m)         5025.66   (f) ADJ UNCH    2 0
 QB0095
 QB0095.Superseded values are not recommended for survey control.
 QB0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0095.See file dsdata.txt to determine how the superseded data were derived.
 QB0095
 QB0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK731748(NAD 83)
 QB0095_MARKER: DB = BENCH MARK DISK
 QB0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0095_STAMPING: G 187 1959
 QB0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0095+STABILITY: SURFACE MOTION
 QB0095
 QB0095  HISTORY     - Date     Condition        Report By
 QB0095  HISTORY     - 1959     MONUMENTED       CGS
 QB0095  HISTORY     - 1973     GOOD             USGS
 QB0095
 QB0095                          STATION DESCRIPTION
 QB0095
 QB0095'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QB0095'1.9 MI NE FROM MCCALL.
 QB0095'MCCALL P.O., EAST 1 BLOCK TO T-RD. TURN RIGHT, SOUTH ON STATE HYW 55,
 QB0095'0.10 MILES TO T-RD. (125 FT. SOUTH OF GRX) TURN LEFT, EAST ON PAVED
 QB0095'ROAD 0.4 MILE TO CROSS ROADS TURN LEFT, NORTH 0.8 MILE TO CROSS ROADS,
 QB0095'TURN RIGHT EAST 0.8 MILE TO T-RD NORTH.  49 FEET NORTHWEST OF T-RD
 QB0095'JUNCTION 39 FEET WEST OF GRAVEL ROAD, 29 FEET NORTH OF PAVED ROAD, 2.0
 QB0095'FT NORTH OF POWER POLE, 1.6 FT. WEST OF WITNESS SIGN, SET IN TOP OF A
 QB0095'CONCRETE POST PROJECTING 0.2 FOOT.  A STANDARD DISK STAMPED G 187
 QB0095'1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0438 ***********************************************************************
 QZ0438  DESIGNATION -  G 188
 QZ0438  PID         -  QZ0438
 QZ0438  STATE/COUNTY-  ID/VALLEY
 QZ0438  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0438
 QZ0438                         *CURRENT SURVEY CONTROL
 QZ0438  ___________________________________________________________________
 QZ0438* NAD 83(1986)-  45 02 37.     (N)    115 44 58.     (W)     SCALED    
 QZ0438* NAVD 88     -      1184.001  (meters)    3884.51   (feet)  ADJUSTED  
 QZ0438  ___________________________________________________________________
 QZ0438  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 QZ0438  DYNAMIC HT  -        1183.492 (meters)    3882.84  (feet)  COMP
 QZ0438  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 QZ0438
 QZ0438  VERT ORDER  -  SECOND    CLASS 0
 QZ0438
 QZ0438.The horizontal coordinates were scaled from a topographic map and have
 QZ0438.an estimated accuracy of +/- 6 seconds.
 QZ0438
 QZ0438.The orthometric height was determined by differential leveling
 QZ0438.and adjusted by the National Geodetic Survey in June 1991..
 QZ0438
 QZ0438.The geoid height was determined by GEOID03.
 QZ0438
 QZ0438.The dynamic height is computed by dividing the NAVD 88
 QZ0438.geopotential number by the normal gravity value computed on the
 QZ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0438.degrees latitude (g = 980.6199 gals.).
 QZ0438
 QZ0438.The modeled gravity was interpolated from observed gravity values.
 QZ0438
 QZ0438;                    North         East    Units  Estimated Accuracy
 QZ0438;SPC ID W     -   375,150.      800,040.      MT  (+/- 180 meters Scaled)
 QZ0438
 QZ0438                          SUPERSEDED SURVEY CONTROL
 QZ0438
 QZ0438  NGVD 29 (??/??/92) 1182.824  (m)         3880.65   (f) ADJ UNCH    2 0
 QZ0438
 QZ0438.Superseded values are not recommended for survey control.
 QZ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0438.See file dsdata.txt to determine how the superseded data were derived.
 QZ0438
 QZ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK984885(NAD 83)
 QZ0438_MARKER: DB = BENCH MARK DISK
 QZ0438_SETTING: 80 = SET IN A BOULDER
 QZ0438_SP_SET: BOULDER
 QZ0438_STAMPING: G 188 1959
 QZ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0438+STABILITY: SURFACE MOTION
 QZ0438
 QZ0438  HISTORY     - Date     Condition        Report By
 QZ0438  HISTORY     - 1959     MONUMENTED       CGS
 QZ0438
 QZ0438                          STATION DESCRIPTION
 QZ0438
 QZ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0438'7.75 MI NW FROM KRASSEL RANGER STATION.
 QZ0438'4.65 MILES NORTH ALONG SOUTH FORK ROAD FROM KRASSEL RANGER STATION,
 QZ0438'THENCE 3.1 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.15 MILE NORTHWEST OF
 QZ0438'A WOODEN BRIDGE OVER ZENA CREEK, 186 FEET EAST OF THE CENTER OF THE
 QZ0438'JUNCTION OF A DIRT ROAD LEADING NORTHEAST TO PARKS RANCH, IN TOP OF A
 QZ0438'3-BY 6-FOOT EMBEDDED GRANITE BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE
 QZ0438'THE GROUND, 72 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 112
 QZ0438'FEET NORTH-NORTHWEST OF THE WEST CORNER OF A RAIL FENCE, 110 FEET
 QZ0438'SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 1.7 FEET NORTHEAST OF A
 QZ0438'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0280 ***********************************************************************
 RA0280  DESIGNATION -  G 189 RESET
 RA0280  PID         -  RA0280
 RA0280  STATE/COUNTY-  ID/VALLEY
 RA0280  USGS QUAD   -  BLACK TIP (1979)
 RA0280
 RA0280                         *CURRENT SURVEY CONTROL
 RA0280  ___________________________________________________________________
 RA0280* NAD 83(1986)-  45 08 46.     (N)    116 00 47.     (W)     SCALED    
 RA0280* NAVD 88     -      1777.23   (meters)    5830.8    (feet)  RESET     
 RA0280  ___________________________________________________________________
 RA0280  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 RA0280
 RA0280  VERT ORDER  -  THIRD
 RA0280
 RA0280.The horizontal coordinates were scaled from a topographic map and have
 RA0280.an estimated accuracy of +/- 6 seconds.
 RA0280
 RA0280.The orthometric height was computed from unverified reset data.
 RA0280
 RA0280.The geoid height was determined by GEOID03.
 RA0280
 RA0280;                    North         East    Units  Estimated Accuracy
 RA0280;SPC ID W     -   386,580.      779,310.      MT  (+/- 180 meters Scaled)
 RA0280
 RA0280                          SUPERSEDED SURVEY CONTROL
 RA0280
 RA0280.No superseded survey control is available for this station.
 RA0280
 RA0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK775996(NAD 83)
 RA0280_MARKER: DB = BENCH MARK DISK
 RA0280_SETTING: 80 = SET IN A BOULDER
 RA0280_SP_SET: BOULDER
 RA0280_STAMPING: G 189 RESET 1969
 RA0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0280+STABILITY: SURFACE MOTION
 RA0280
 RA0280  HISTORY     - Date     Condition        Report By
 RA0280  HISTORY     - 1969     MONUMENTED       CGS
 RA0280
 RA0280                          STATION DESCRIPTION
 RA0280
 RA0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RA0280'18.0 MI N FROM MCCALL.
 RA0280'REACHED FROM THE MCCALL POST OFFICE GO NORTH FOR 1 BLOCK TO STATE
 RA0280'HIGHWAY 55 AT A T INTERSECTION, TURN LEFT AND GO WEST ON STATE HIGHWAY
 RA0280'55 FOR 1.1 MILES TO THE WARREN WAGON ROAD ON THE RIGHT, TURN RIGHT AND
 RA0280'GO NORTH ON THE WARREN WAGON ROAD FOR 18.0 MILES TO THE SOUTH END OF A
 RA0280'FILL AND THE BENCH MARK ON THE RIGHT.  IT IS 10 MILES SOUTH OF THE
 RA0280'BURGDORF JUNCTION, 62 FEET EAST OF THE CENTER OF THE WARREN WAGON
 RA0280'ROAD, 3.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND LEVEL WITH THE
 RA0280'ROAD CEMENTED IN A DRILL HOLE IN A 4 BY 4 FOOT BOULDER THAT PROJECTS 1
 RA0280'1/2 FEET.  NOTE-- THE ROAD IS UNDER CONSTRUCTION AND THE MILEAGE MAY
 RA0280'CHANGE.   .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0222 ***********************************************************************
 OX0222  DESIGNATION -  G 19
 OX0222  PID         -  OX0222
 OX0222  STATE/COUNTY-  ID/TETON
 OX0222  USGS QUAD   -  FOURTH OF JULY PEAK (1978)
 OX0222
 OX0222                         *CURRENT SURVEY CONTROL
 OX0222  ___________________________________________________________________
 OX0222* NAD 83(1986)-  43 35 29.     (N)    111 10 34.     (W)     SCALED    
 OX0222* NAVD 88     -      1864.209  (meters)    6116.16   (feet)  ADJUSTED  
 OX0222  ___________________________________________________________________
 OX0222  GEOID HEIGHT-          -9.89  (meters)                     GEOID03
 OX0222  DYNAMIC HT  -        1863.038 (meters)    6112.32  (feet)  COMP
 OX0222  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 OX0222
 OX0222  VERT ORDER  -  FIRST     CLASS II
 OX0222
 OX0222.The horizontal coordinates were scaled from a topographic map and have
 OX0222.an estimated accuracy of +/- 6 seconds.
 OX0222
 OX0222.The orthometric height was determined by differential leveling
 OX0222.and adjusted by the National Geodetic Survey in June 1991..
 OX0222
 OX0222.The geoid height was determined by GEOID03.
 OX0222
 OX0222.The dynamic height is computed by dividing the NAVD 88
 OX0222.geopotential number by the normal gravity value computed on the
 OX0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0222.degrees latitude (g = 980.6199 gals.).
 OX0222
 OX0222.The modeled gravity was interpolated from observed gravity values.
 OX0222
 OX0222;                    North         East    Units  Estimated Accuracy
 OX0222;SPC ID E     -   214,270.      279,990.      MT  (+/- 180 meters Scaled)
 OX0222
 OX0222                          SUPERSEDED SURVEY CONTROL
 OX0222
 OX0222  NGVD 29 (??/??/92) 1862.963  (m)         6112.07   (f) ADJ UNCH    1 2
 OX0222
 OX0222.Superseded values are not recommended for survey control.
 OX0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0222.See file dsdata.txt to determine how the superseded data were derived.
 OX0222
 OX0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP857265(NAD 83)
 OX0222_MARKER: DB = BENCH MARK DISK
 OX0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0222_STAMPING: G 19 1934
 OX0222_MARK LOGO: CGS   
 OX0222_PROJECTION: PROJECTING 8 CENTIMETERS
 OX0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0222+STABILITY: SURFACE MOTION
 OX0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0222+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 OX0222
 OX0222  HISTORY     - Date     Condition        Report By
 OX0222  HISTORY     - 1934     MONUMENTED       CGS
 OX0222  HISTORY     - 1974     GOOD             USGS
 OX0222  HISTORY     - 20000922 GOOD             IDTD
 OX0222  HISTORY     - 20060411 GOOD             EVANS
 OX0222
 OX0222                          STATION DESCRIPTION
 OX0222
 OX0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0222'3.5 MI W FROM VICTOR.
 OX0222'3.5 MILES WEST ALONG STATE HIGHWAY 31 FROM VICTOR, TETON COUNTY, 3.2
 OX0222'MILES EAST OF PINE CREEK PASS, 0.9 MILE NORTHEAST OF THE BOUNDARY LINE
 OX0222'OF THE TARGHEE NATIONAL FOREST, 182 FEET SOUTH OF THE CENTER OF THE
 OX0222'INTERSECTION OF THE OLD AND NEW HIGHWAYS, 57.3 FEET EAST OF THE
 OX0222'CENTERLINE OF THE NEW HIGHWAY, 27.9 FEET WEST OF THE CENTERLINE OF THE
 OX0222'OLD HIGHWAY, AND 1.8 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED G
 OX0222'19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0222
 OX0222                          STATION RECOVERY (1974)
 OX0222
 OX0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0222'3.5 MILES WEST ALONG STATE HIGHWAY 31 FROM VICTOR, 3.2 MILES EAST OF
 OX0222'PINE CREEK PASS, 1.0 MILES NE OF TARGHEE NAT. FOREST BOUNDARY, 53 FT
 OX0222'EAST OF THE CENTERLINE OF HWY 31, AND 1.8 FT EAST OF A FENCE LINE. A
 OX0222'STANDARD DISK, STAMPED G 19 1934 AND SET IN THE TOP OF A CONCRETE
 OX0222'POST.
 OX0222
 OX0222                          STATION RECOVERY (2000)
 OX0222
 OX0222'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 OX0222'5.869 KM WEST ALONG STATE HIGHWAY (SH) 31 FROM THE JCT. OF SH 33 AND
 OX0222'31, IN VICTOR, 5.082 KM NORTHEASTERLY ALONG SH 31 FROM THE SUMMIT OF
 OX0222'PINE CREEK PASS TO MILEPOST 17.378, 1.869 KM NE OF A NAT. FOREST SIGN,
 OX0222'16.15 M  EAST OF THE CENTERLINE OF SH 31, 4.27 M NORTHEAST OF A USDA
 OX0222'BPR BRASS CAP, 1.2 M EAST OF A WP, AND 1 M EAST OF A FENCELINE.
 OX0222
 OX0222                          STATION RECOVERY (2006)
 OX0222
 OX0222'RECOVERY NOTE BY DAVID EVANS + ASSOC 2006 (JOA)
 OX0222'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0261 ***********************************************************************
 RA0261  DESIGNATION -  G 190
 RA0261  PID         -  RA0261
 RA0261  STATE/COUNTY-  ID/IDAHO
 RA0261  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0261
 RA0261                         *CURRENT SURVEY CONTROL
 RA0261  ___________________________________________________________________
 RA0261* NAD 83(1986)-  45 24 25.     (N)    116 01 06.     (W)     SCALED    
 RA0261* NAVD 88     -      1113.153  (meters)    3652.07   (feet)  ADJUSTED  
 RA0261  ___________________________________________________________________
 RA0261  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 RA0261  DYNAMIC HT  -        1112.815 (meters)    3650.96  (feet)  COMP
 RA0261  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 RA0261
 RA0261  VERT ORDER  -  SECOND    CLASS 0
 RA0261
 RA0261.The horizontal coordinates were scaled from a topographic map and have
 RA0261.an estimated accuracy of +/- 6 seconds.
 RA0261
 RA0261.The orthometric height was determined by differential leveling
 RA0261.and adjusted by the National Geodetic Survey in June 1991..
 RA0261
 RA0261.The geoid height was determined by GEOID03.
 RA0261
 RA0261.The dynamic height is computed by dividing the NAVD 88
 RA0261.geopotential number by the normal gravity value computed on the
 RA0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0261.degrees latitude (g = 980.6199 gals.).
 RA0261
 RA0261.The modeled gravity was interpolated from observed gravity values.
 RA0261
 RA0261;                    North         East    Units  Estimated Accuracy
 RA0261;SPC ID W     -   415,560.      778,990.      MT  (+/- 180 meters Scaled)
 RA0261
 RA0261                          SUPERSEDED SURVEY CONTROL
 RA0261
 RA0261  NGVD 29 (??/??/92) 1112.057  (m)         3648.47   (f) ADJ UNCH    2 0
 RA0261
 RA0261.Superseded values are not recommended for survey control.
 RA0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0261.See file dsdata.txt to determine how the superseded data were derived.
 RA0261
 RA0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL768286(NAD 83)
 RA0261_MARKER: DB = BENCH MARK DISK
 RA0261_SETTING: 66 = SET IN ROCK OUTCROP
 RA0261_SP_SET: GRANITE CUT
 RA0261_STAMPING: G 190 1959
 RA0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0261+STABILITY: POSITION/ELEVATION WELL
 RA0261
 RA0261  HISTORY     - Date     Condition        Report By
 RA0261  HISTORY     - 1959     MONUMENTED       CGS
 RA0261
 RA0261                          STATION DESCRIPTION
 RA0261
 RA0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0261'4.9 MI S FROM FRENCH CREEK.
 RA0261'4.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ABANDONED LODGE AT FRENCH
 RA0261'CREEK, 217 FEET NORTH OF THE CENTER OF A SHARP CURVE WITH TANGENTS
 RA0261'NORTH AND WEST, AT A GRANITE CUT, SET VERTICALLY IN THE WEST FACE OF A
 RA0261'SHEER GRANITE WALL, 10 FEET EAST OF THE CENTER LINE OF THE ROAD, 4.6
 RA0261'FEET SOUTH OF A WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE
 RA0261'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0487 ***********************************************************************
 OX0487  DESIGNATION -  G 20
 OX0487  PID         -  OX0487
 OX0487  STATE/COUNTY-  ID/BONNEVILLE
 OX0487  USGS QUAD   -  RIGBY SE (1979)
 OX0487
 OX0487                         *CURRENT SURVEY CONTROL
 OX0487  ___________________________________________________________________
 OX0487* NAD 83(1986)-  43 34 52.     (N)    111 52 24.     (W)     SCALED    
 OX0487* NAVD 88     -      1486.850  (meters)    4878.11   (feet)  ADJUSTED  
 OX0487  ___________________________________________________________________
 OX0487  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 OX0487  DYNAMIC HT  -        1486.061 (meters)    4875.52  (feet)  COMP
 OX0487  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 OX0487
 OX0487  VERT ORDER  -  FIRST     CLASS II
 OX0487
 OX0487.The horizontal coordinates were scaled from a topographic map and have
 OX0487.an estimated accuracy of +/- 6 seconds.
 OX0487
 OX0487.The orthometric height was determined by differential leveling
 OX0487.and adjusted by the National Geodetic Survey in June 1991..
 OX0487
 OX0487.The geoid height was determined by GEOID03.
 OX0487
 OX0487.The dynamic height is computed by dividing the NAVD 88
 OX0487.geopotential number by the normal gravity value computed on the
 OX0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0487.degrees latitude (g = 980.6199 gals.).
 OX0487
 OX0487.The modeled gravity was interpolated from observed gravity values.
 OX0487
 OX0487;                    North         East    Units  Estimated Accuracy
 OX0487;SPC ID E     -   212,700.      223,690.      MT  (+/- 180 meters Scaled)
 OX0487
 OX0487                          SUPERSEDED SURVEY CONTROL
 OX0487
 OX0487  NGVD 29 (??/??/92) 1485.752  (m)         4874.50   (f) ADJ UNCH    1 2
 OX0487
 OX0487.Superseded values are not recommended for survey control.
 OX0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0487.See file dsdata.txt to determine how the superseded data were derived.
 OX0487
 OX0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP294257(NAD 83)
 OX0487_MARKER: DB = BENCH MARK DISK
 OX0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0487_STAMPING: G 20 1934
 OX0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0487+STABILITY: SURFACE MOTION
 OX0487
 OX0487  HISTORY     - Date     Condition        Report By
 OX0487  HISTORY     - 1934     MONUMENTED       CGS
 OX0487  HISTORY     - 19990601 MARK NOT FOUND   IDTD
 OX0487
 OX0487                          STATION DESCRIPTION
 OX0487
 OX0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0487'6.0 MI SW FROM RIRIE.
 OX0487'6.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM RIRIE,
 OX0487'BONNEVILLE COUNTY, ABOUT 950 FEET NORTHEAST OF MILEPOST 10, 64.4 FEET
 OX0487'NORTH OF THE CENTER OF A ROAD CROSSING, 46.8 FEET NORTHWEST OF THE
 OX0487'NORTHWEST RAIL, 25.4 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND
 OX0487'2.8 FEET SOUTHWEST OF THE SOUTH CORNER OF A FENCE.  A STANDARD DISK,
 OX0487'STAMPED G 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0487
 OX0487                          STATION RECOVERY (1999)
 OX0487
 OX0487'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OX0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0653 ***********************************************************************
 RY0653  DESIGNATION -  G 202
 RY0653  PID         -  RY0653
 RY0653  STATE/COUNTY-  ID/CLEARWATER
 RY0653  USGS QUAD   -  HEADQUARTERS (1994)
 RY0653
 RY0653                         *CURRENT SURVEY CONTROL
 RY0653  ___________________________________________________________________
 RY0653* NAD 83(1986)-  46 40 22.     (N)    115 49 03.     (W)     SCALED    
 RY0653* NAVD 88     -       956.344  (meters)    3137.61   (feet)  ADJUSTED  
 RY0653  ___________________________________________________________________
 RY0653  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 RY0653  DYNAMIC HT  -         956.231 (meters)    3137.23  (feet)  COMP
 RY0653  MODELED GRAV-     980,462.8   (mgal)                       NAVD 88
 RY0653
 RY0653  VERT ORDER  -  SECOND    CLASS 0
 RY0653
 RY0653.The horizontal coordinates were scaled from a topographic map and have
 RY0653.an estimated accuracy of +/- 6 seconds.
 RY0653
 RY0653.The orthometric height was determined by differential leveling
 RY0653.and adjusted by the National Geodetic Survey in June 1991..
 RY0653
 RY0653.The geoid height was determined by GEOID03.
 RY0653
 RY0653.The dynamic height is computed by dividing the NAVD 88
 RY0653.geopotential number by the normal gravity value computed on the
 RY0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0653.degrees latitude (g = 980.6199 gals.).
 RY0653
 RY0653.The modeled gravity was interpolated from observed gravity values.
 RY0653
 RY0653;                    North         East    Units  Estimated Accuracy
 RY0653;SPC ID W     -   556,220.      794,840.      MT  (+/- 180 meters Scaled)
 RY0653
 RY0653                          SUPERSEDED SURVEY CONTROL
 RY0653
 RY0653  NGVD 29 (??/??/92)  955.222  (m)         3133.92   (f) ADJ UNCH    2 0
 RY0653
 RY0653.Superseded values are not recommended for survey control.
 RY0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0653.See file dsdata.txt to determine how the superseded data were derived.
 RY0653
 RY0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM904694(NAD 83)
 RY0653_MARKER: DB = BENCH MARK DISK
 RY0653_SETTING: 80 = SET IN A BOULDER
 RY0653_STAMPING: G 202 1959
 RY0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0653+STABILITY: SURFACE MOTION
 RY0653
 RY0653  HISTORY     - Date     Condition        Report By
 RY0653  HISTORY     - 1959     MONUMENTED       CGS
 RY0653
 RY0653                          STATION DESCRIPTION
 RY0653
 RY0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0653'4.7 MI N FROM HEADQUARTERS.
 RY0653'ABOUT 4.7 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0653'OFFICE AT HEADQUARTERS, ON A SLOPE, IN THE TOP OF A 7-BY 7-FOOT
 RY0653'BOULDER WHICH PROJECTS ABOUT 13 FEET ABOVE THE GROUND, 20 FEET EAST OF
 RY0653'THE CENTER LINE OF THE ROAD, 126 FEET EAST OF THE EAST RAIL OF A
 RY0653'LOGGING COMPANY RAILROAD, 92 FEET EAST OF THE EAST BANK OF A SMALL
 RY0653'STREAM, ABOUT 8 FEET HIGHER THAN THE ROAD, AND MARKED BY THE PAINTED
 RY0653'LETTERS BM ON THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0104 ***********************************************************************
 RZ0104  DESIGNATION -  G 203
 RZ0104  PID         -  RZ0104
 RZ0104  STATE/COUNTY-  ID/CLEARWATER
 RZ0104  USGS QUAD   -  GRANGEMONT (1994)
 RZ0104
 RZ0104                         *CURRENT SURVEY CONTROL
 RZ0104  ___________________________________________________________________
 RZ0104* NAD 83(1986)-  46 36 42.     (N)    116 05 56.     (W)     SCALED    
 RZ0104* NAVD 88     -       361.603  (meters)    1186.36   (feet)  ADJUSTED  
 RZ0104  ___________________________________________________________________
 RZ0104  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 RZ0104  DYNAMIC HT  -         361.567 (meters)    1186.24  (feet)  COMP
 RZ0104  MODELED GRAV-     980,507.4   (mgal)                       NAVD 88
 RZ0104
 RZ0104  VERT ORDER  -  SECOND    CLASS 0
 RZ0104
 RZ0104.The horizontal coordinates were scaled from a topographic map and have
 RZ0104.an estimated accuracy of +/- 6 seconds.
 RZ0104
 RZ0104.The orthometric height was determined by differential leveling
 RZ0104.and adjusted by the National Geodetic Survey in June 1991..
 RZ0104
 RZ0104.The geoid height was determined by GEOID03.
 RZ0104
 RZ0104.The dynamic height is computed by dividing the NAVD 88
 RZ0104.geopotential number by the normal gravity value computed on the
 RZ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0104.degrees latitude (g = 980.6199 gals.).
 RZ0104
 RZ0104.The modeled gravity was interpolated from observed gravity values.
 RZ0104
 RZ0104;                    North         East    Units  Estimated Accuracy
 RZ0104;SPC ID W     -   549,490.      773,280.      MT  (+/- 180 meters Scaled)
 RZ0104
 RZ0104                          SUPERSEDED SURVEY CONTROL
 RZ0104
 RZ0104  NGVD 29 (??/??/92)  360.520  (m)         1182.81   (f) ADJ UNCH    2 0
 RZ0104
 RZ0104.Superseded values are not recommended for survey control.
 RZ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0104.See file dsdata.txt to determine how the superseded data were derived.
 RZ0104
 RZ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM690624(NAD 83)
 RZ0104_MARKER: DB = BENCH MARK DISK
 RZ0104_SETTING: 80 = SET IN A BOULDER
 RZ0104_STAMPING: G 203 1959
 RZ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0104+STABILITY: SURFACE MOTION
 RZ0104
 RZ0104  HISTORY     - Date     Condition        Report By
 RZ0104  HISTORY     - 1959     MONUMENTED       CGS
 RZ0104
 RZ0104                          STATION DESCRIPTION
 RZ0104
 RZ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RZ0104'19.1 MI NE FROM AHSAHKA.
 RZ0104'ABOUT 19.1 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RZ0104'FROM THE RIVER BRIDGE AT AHSAHKA, ON THE NORTHWEST SIDE OF THE RIVER,
 RZ0104'IN THE TOP OF THE BASE OF A SLOPING BOULDER ON THE NORTHEAST SIDE OF A
 RZ0104'SANDY BEACH, 10 FEET SOUTH OF A 26-INCH PINE TREE BEARING A TRIANGULAR
 RZ0104'BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0673 ***********************************************************************
 RY0673  DESIGNATION -  G 204
 RY0673  PID         -  RY0673
 RY0673  STATE/COUNTY-  ID/CLEARWATER
 RY0673  USGS QUAD   -  TOWNSHIP BUTTE (1994)
 RY0673
 RY0673                         *CURRENT SURVEY CONTROL
 RY0673  ___________________________________________________________________
 RY0673* NAD 83(1986)-  46 47 50.     (N)    115 52 42.     (W)     SCALED    
 RY0673* NAVD 88     -      1043.850  (meters)    3424.70   (feet)  ADJUSTED  
 RY0673  ___________________________________________________________________
 RY0673  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 RY0673  DYNAMIC HT  -        1043.703 (meters)    3424.22  (feet)  COMP
 RY0673  MODELED GRAV-     980,437.3   (mgal)                       NAVD 88
 RY0673
 RY0673  VERT ORDER  -  SECOND    CLASS 0
 RY0673
 RY0673.The horizontal coordinates were scaled from a topographic map and have
 RY0673.an estimated accuracy of +/- 6 seconds.
 RY0673
 RY0673.The orthometric height was determined by differential leveling
 RY0673.and adjusted by the National Geodetic Survey in June 1991..
 RY0673
 RY0673.The geoid height was determined by GEOID03.
 RY0673
 RY0673.The dynamic height is computed by dividing the NAVD 88
 RY0673.geopotential number by the normal gravity value computed on the
 RY0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0673.degrees latitude (g = 980.6199 gals.).
 RY0673
 RY0673.The modeled gravity was interpolated from observed gravity values.
 RY0673
 RY0673;                    North         East    Units  Estimated Accuracy
 RY0673;SPC ID W     -   570,060.      790,200.      MT  (+/- 180 meters Scaled)
 RY0673
 RY0673                          SUPERSEDED SURVEY CONTROL
 RY0673
 RY0673  NGVD 29 (??/??/92) 1042.700  (m)         3420.92   (f) ADJ UNCH    2 0
 RY0673
 RY0673.Superseded values are not recommended for survey control.
 RY0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0673.See file dsdata.txt to determine how the superseded data were derived.
 RY0673
 RY0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM855832(NAD 83)
 RY0673_MARKER: DB = BENCH MARK DISK
 RY0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0673_STAMPING: G 204 1959
 RY0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0673+STABILITY: SURFACE MOTION
 RY0673
 RY0673  HISTORY     - Date     Condition        Report By
 RY0673  HISTORY     - 1959     MONUMENTED       CGS
 RY0673  HISTORY     - 1978     GOOD             NGS
 RY0673
 RY0673                          STATION DESCRIPTION
 RY0673
 RY0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0673'20.8 MI N FROM HEADQUARTERS.
 RY0673'ABOUT 20.8 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0673'OFFICE AT HEADQUARTERS, 0.3 MILE NORTHEAST OF THE Y JUNCTION OF A ROAD
 RY0673'LEADING NORTHEAST, ON THE OUTSIDE OF A SHARP CURVE AND A TURNOUT, 34
 RY0673'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTH OF A WITNESS
 RY0673'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RY0673'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RY0673
 RY0673                          STATION RECOVERY (1978)
 RY0673
 RY0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RY0673'REACHED FROM THE HEADQUARTERS POST OFFICE BY GOING NORTH ON THE
 RY0673'MACADAM ROAD FOR 8.5 MILES TO A FORK, TAKE THE LEFT FORK, AND GO
 RY0673'NORTHWEST ON THE DIRT ROAD FOR 0.45 MILE TO A FORK, RIGHT FORK TO
 RY0673'BERTHA HILL LOOKOUT, TAKE THE LEFT FORK STRAIGHT AHEAD FOR 3.4 MILES
 RY0673'TO A T ROAD JUNCTION WITH A GRAVEL ROAD, TURN RIGHT, AND GO NORTHWEST
 RY0673'ON THE GRAVELED ROAD FOR 2.2 MILES TO A ROAD JUNCTION AT TOWNSHIP
 RY0673'SADDLE, TURN LEFT, AND GO NORTHWEST, DOWN-GRADE FOR 4.6 MILES TO AN
 RY0673'ABANDONED RANCH SITE, CONTINUE NORTHWEST ON THE DIRT ROAD, UPHILL FOR
 RY0673'1.4 MILES TO ARMSTRONG SUMMIT, CONTINUE NORTHWEST FOR 0.3 MILE TO THE
 RY0673'MARK ON THE LEFT, ON THE OUTSIDE OF A CURVE, 150 FEET NORTHWEST OF
 RY0673'THE NEW ALIGNMENT, 32 FEET NORTH OF THE CENTER OF THE ROAD AT A
 RY0673'TURNOUT, AND LEVEL WITH THE ROAD SET IN A CONCRETE POST THAT PROJECTS
 RY0673'1-INCH. NOTE-- ROAD CONSTRUCTION IN THE AREA MAY CAUSE MILEAGE TO
 RY0673'VARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0606 ***********************************************************************
 RY0606  DESIGNATION -  G 205
 RY0606  PID         -  RY0606
 RY0606  STATE/COUNTY-  ID/CLEARWATER
 RY0606  USGS QUAD   -  SHEEP MOUNTAIN (1994)
 RY0606
 RY0606                         *CURRENT SURVEY CONTROL
 RY0606  ___________________________________________________________________
 RY0606* NAD 83(1986)-  46 50 24.     (N)    115 36 11.     (W)     SCALED    
 RY0606* NAVD 88     -       522.811  (meters)    1715.26   (feet)  ADJUSTED  
 RY0606  ___________________________________________________________________
 RY0606  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 RY0606  DYNAMIC HT  -         522.752 (meters)    1715.06  (feet)  COMP
 RY0606  MODELED GRAV-     980,486.9   (mgal)                       NAVD 88
 RY0606
 RY0606  VERT ORDER  -  SECOND    CLASS 0
 RY0606
 RY0606.The horizontal coordinates were scaled from a topographic map and have
 RY0606.an estimated accuracy of +/- 6 seconds.
 RY0606
 RY0606.The orthometric height was determined by differential leveling
 RY0606.and adjusted by the National Geodetic Survey in June 1991..
 RY0606
 RY0606.The geoid height was determined by GEOID03.
 RY0606
 RY0606.The dynamic height is computed by dividing the NAVD 88
 RY0606.geopotential number by the normal gravity value computed on the
 RY0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0606.degrees latitude (g = 980.6199 gals.).
 RY0606
 RY0606.The modeled gravity was interpolated from observed gravity values.
 RY0606
 RY0606;                    North         East    Units  Estimated Accuracy
 RY0606;SPC ID W     -   574,820.      811,210.      MT  (+/- 180 meters Scaled)
 RY0606
 RY0606                          SUPERSEDED SURVEY CONTROL
 RY0606
 RY0606  NGVD 29 (??/??/92)  521.664  (m)         1711.49   (f) ADJ UNCH    2 0
 RY0606
 RY0606.Superseded values are not recommended for survey control.
 RY0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0606.See file dsdata.txt to determine how the superseded data were derived.
 RY0606
 RY0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM065883(NAD 83)
 RY0606_MARKER: DB = BENCH MARK DISK
 RY0606_SETTING: 80 = SET IN A BOULDER
 RY0606_STAMPING: G 205 1959
 RY0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0606+STABILITY: SURFACE MOTION
 RY0606
 RY0606  HISTORY     - Date     Condition        Report By
 RY0606  HISTORY     - 1959     MONUMENTED       CGS
 RY0606
 RY0606                          STATION DESCRIPTION
 RY0606
 RY0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0606'54.2 MI NE FROM AHSAHKA.
 RY0606'ABOUT 54.2 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0606'FROM THE RIVER BRIDGE AT AHSAHKA, ABOUT 1.0 MILE WEST OF CANYON RANGER
 RY0606'STATION, SET VERTICALLY IN A BOULDER, 7 FEET NORTH OF THE CENTER LINE
 RY0606'OF A ROAD, ABOUT 4 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE
 RY0606'PAINTED LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY1038 ***********************************************************************
 RY1038  DESIGNATION -  G 205 RESET
 RY1038  PID         -  RY1038
 RY1038  STATE/COUNTY-  ID/CLEARWATER
 RY1038  USGS QUAD   -  SHEEP MOUNTAIN (1994)
 RY1038
 RY1038                         *CURRENT SURVEY CONTROL
 RY1038  ___________________________________________________________________
 RY1038* NAD 83(1986)-  46 50 24.     (N)    115 36 11.     (W)     SCALED    
 RY1038* NAVD 88     -       519.44   (meters)    1704.2    (feet)  RESET     
 RY1038  ___________________________________________________________________
 RY1038  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 RY1038
 RY1038  VERT ORDER  -  THIRD
 RY1038
 RY1038.The horizontal coordinates were scaled from a topographic map and have
 RY1038.an estimated accuracy of +/- 6 seconds.
 RY1038
 RY1038.The orthometric height was computed from unverified reset data.
 RY1038.No vertical observational check was made to the station.
 RY1038
 RY1038.The geoid height was determined by GEOID03.
 RY1038
 RY1038;                    North         East    Units  Estimated Accuracy
 RY1038;SPC ID W     -   574,820.      811,210.      MT  (+/- 180 meters Scaled)
 RY1038
 RY1038                          SUPERSEDED SURVEY CONTROL
 RY1038
 RY1038  NGVD 29 (03/27/06)  518.29   (m)         1700.4    (f) RESET       3  
 RY1038
 RY1038.Superseded values are not recommended for survey control.
 RY1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1038.See file dsdata.txt to determine how the superseded data were derived.
 RY1038
 RY1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM065883(NAD 83)
 RY1038_MARKER: DB = BENCH MARK DISK
 RY1038_SETTING: 66 = SET IN ROCK OUTCROP
 RY1038_SP_SET: ROCK OUTCROP
 RY1038_STAMPING: G 205 RESET 1966
 RY1038_MARK LOGO: CGS   
 RY1038_MAGNETIC: N = NO MAGNETIC MATERIAL
 RY1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY1038+STABILITY: POSITION/ELEVATION WELL
 RY1038
 RY1038  HISTORY     - Date     Condition        Report By
 RY1038  HISTORY     - 1966     MONUMENTED       USFS
 RY1038
 RY1038                          STATION DESCRIPTION
 RY1038
 RY1038'DESCRIBED BY US FOREST SERVICE 1966
 RY1038'54.3 MILES (87.4 KM) UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER
 RY1038'RIVER FROM THE RIVER BRIDGE IN AHSAHKA, 0.8 MILE (1.3 KM) WEST OF
 RY1038'CANYON RANGER STATION, 0.95 MILES (1.53 KM) UPSTREAM FROM THE BRIDGE
 RY1038'ACROSS THE NORTH FORK CLEARWATER RIVER AT BEAVER CREEK, 90 FEET
 RY1038'(27.4 M) SOUTH OF THE ROAD ALONG THE NORTH EDGE OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0270 ***********************************************************************
 RY0270  DESIGNATION -  G 216
 RY0270  PID         -  RY0270
 RY0270  STATE/COUNTY-  ID/IDAHO
 RY0270  USGS QUAD   -  WEITAS BUTTE (1994)
 RY0270
 RY0270                         *CURRENT SURVEY CONTROL
 RY0270  ___________________________________________________________________
 RY0270* NAD 83(1986)-  46 26 08.     (N)    115 28 53.     (W)     SCALED    
 RY0270* NAVD 88     -      1650.903  (meters)    5416.34   (feet)  ADJUSTED  
 RY0270  ___________________________________________________________________
 RY0270  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RY0270  DYNAMIC HT  -        1650.416 (meters)    5414.74  (feet)  COMP
 RY0270  MODELED GRAV-     980,260.2   (mgal)                       NAVD 88
 RY0270
 RY0270  VERT ORDER  -  FIRST     CLASS II
 RY0270
 RY0270.The horizontal coordinates were scaled from a topographic map and have
 RY0270.an estimated accuracy of +/- 6 seconds.
 RY0270
 RY0270.The orthometric height was determined by differential leveling
 RY0270.and adjusted by the National Geodetic Survey in June 1991..
 RY0270.WARNING-Repeat measurements at this control monument indicate possible
 RY0270.vertical movement.
 RY0270
 RY0270.The geoid height was determined by GEOID03.
 RY0270
 RY0270.The dynamic height is computed by dividing the NAVD 88
 RY0270.geopotential number by the normal gravity value computed on the
 RY0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0270.degrees latitude (g = 980.6199 gals.).
 RY0270
 RY0270.The modeled gravity was interpolated from observed gravity values.
 RY0270
 RY0270;                    North         East    Units  Estimated Accuracy
 RY0270;SPC ID W     -   529,890.      820,640.      MT  (+/- 180 meters Scaled)
 RY0270
 RY0270                          SUPERSEDED SURVEY CONTROL
 RY0270
 RY0270  NGVD 29 (??/??/92) 1649.628  (m)         5412.15   (f) ADJ UNCH    1 2
 RY0270
 RY0270.Superseded values are not recommended for survey control.
 RY0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0270.See file dsdata.txt to determine how the superseded data were derived.
 RY0270
 RY0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM166435(NAD 83)
 RY0270_MARKER: DB = BENCH MARK DISK
 RY0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0270_STAMPING: G 216 1935
 RY0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0270+STABILITY: SURFACE MOTION
 RY0270
 RY0270  HISTORY     - Date     Condition        Report By
 RY0270  HISTORY     - 1935     MONUMENTED       CGS
 RY0270  HISTORY     - 1950     GOOD             NGS
 RY0270
 RY0270                          STATION DESCRIPTION
 RY0270
 RY0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0270'9.1 MI W FROM SHERMAN SADDLE.
 RY0270'9.1 MILES WEST ALONG THE LOLO TRAIL ROAD FROM SHERMAN SADDLE, AT
 RY0270'WIETAS MEADOWS, ABOUT 67 YARDS SOUTHWEST OF A SMALL WOODEN BRIDGE OVER
 RY0270'A SMALL CREEK, 77 FEET SOUTHWEST OF A WHITE SIGN READING WIETAS
 RY0270'MEADOWS MISSOULA 127 NO-SEE-UM MEADOWS PIERCE 28, 57 FEET SOUTHWEST OF
 RY0270'THE CENTER LINE OF A DIRT ROAD LEADING SOUTH INTO THE MEADOWS, 38 1/2
 RY0270'FEET SOUTHWEST OF THE CENTER LINE OF THE LOLO TRAIL ROAD, 10.4 FEET
 RY0270'EAST OF AN 18-INCH SPRUCE TREE MARKED WITH A WHITE PAINTED TRIANGULAR
 RY0270'BLAZE, 2.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 RY0270'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 RY0270'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0255 ***********************************************************************
 QB0255  DESIGNATION -  G 217
 QB0255  PID         -  QB0255
 QB0255  STATE/COUNTY-  ID/WASHINGTON
 QB0255  USGS QUAD   -  OLDS FERRY (1974)
 QB0255
 QB0255                         *CURRENT SURVEY CONTROL
 QB0255  ___________________________________________________________________
 QB0255* NAD 83(1986)-  44 17 20.     (N)    117 12 41.     (W)     SCALED    
 QB0255* NAVD 88     -       634.148  (meters)    2080.53   (feet)  ADJUSTED  
 QB0255  ___________________________________________________________________
 QB0255  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 QB0255  DYNAMIC HT  -         633.983 (meters)    2079.99  (feet)  COMP
 QB0255  MODELED GRAV-     980,338.6   (mgal)                       NAVD 88
 QB0255
 QB0255  VERT ORDER  -  FIRST     CLASS II
 QB0255
 QB0255.The horizontal coordinates were scaled from a topographic map and have
 QB0255.an estimated accuracy of +/- 6 seconds.
 QB0255
 QB0255.The orthometric height was determined by differential leveling
 QB0255.and adjusted by the National Geodetic Survey in June 1991..
 QB0255
 QB0255.The geoid height was determined by GEOID03.
 QB0255
 QB0255.The dynamic height is computed by dividing the NAVD 88
 QB0255.geopotential number by the normal gravity value computed on the
 QB0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0255.degrees latitude (g = 980.6199 gals.).
 QB0255
 QB0255.The modeled gravity was interpolated from observed gravity values.
 QB0255
 QB0255;                    North         East    Units  Estimated Accuracy
 QB0255;SPC ID W     -   292,330.      683,370.      MT  (+/- 180 meters Scaled)
 QB0255
 QB0255                          SUPERSEDED SURVEY CONTROL
 QB0255
 QB0255  NGVD 29 (??/??/92)  633.172  (m)         2077.33   (f) ADJ UNCH    1 2
 QB0255
 QB0255.Superseded values are not recommended for survey control.
 QB0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0255.See file dsdata.txt to determine how the superseded data were derived.
 QB0255
 QB0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK831039(NAD 83)
 QB0255_MARKER: DB = BENCH MARK DISK
 QB0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0255_SP_SET: CONCRETE BASE
 QB0255_STAMPING: G 217 1941
 QB0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0255
 QB0255  HISTORY     - Date     Condition        Report By
 QB0255  HISTORY     - 1941     MONUMENTED       CGS
 QB0255
 QB0255                          STATION DESCRIPTION
 QB0255
 QB0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0255'IN OLDS FERRY.
 QB0255'AT OLDS FERRY, WASHINGTON COUNTY, ON OREGON SHORT LINE RR, 64 FEET
 QB0255'NORTH OF CENTER OF TRACK, AT RR MILEAGE 530.06, IN THE CONCRETE BASE
 QB0255'OF THE WATER TOWER ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0297 ***********************************************************************
 QB0297  DESIGNATION -  G 218
 QB0297  PID         -  QB0297
 QB0297  STATE/COUNTY-  ID/PAYETTE
 QB0297  USGS QUAD   -  WEISER SOUTH (1951)
 QB0297
 QB0297                         *CURRENT SURVEY CONTROL
 QB0297  ___________________________________________________________________
 QB0297* NAD 83(1986)-  44 08 10.     (N)    116 54 09.     (W)     SCALED    
 QB0297* NAVD 88     -       649.311  (meters)    2130.28   (feet)  ADJUSTED  
 QB0297  ___________________________________________________________________
 QB0297  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 QB0297  DYNAMIC HT  -         649.127 (meters)    2129.68  (feet)  COMP
 QB0297  MODELED GRAV-     980,314.5   (mgal)                       NAVD 88
 QB0297
 QB0297  VERT ORDER  -  FIRST     CLASS II
 QB0297
 QB0297.The horizontal coordinates were scaled from a topographic map and have
 QB0297.an estimated accuracy of +/- 6 seconds.
 QB0297
 QB0297.The orthometric height was determined by differential leveling
 QB0297.and adjusted by the National Geodetic Survey in June 1991..
 QB0297
 QB0297.The geoid height was determined by GEOID03.
 QB0297
 QB0297.The dynamic height is computed by dividing the NAVD 88
 QB0297.geopotential number by the normal gravity value computed on the
 QB0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0297.degrees latitude (g = 980.6199 gals.).
 QB0297
 QB0297.The modeled gravity was interpolated from observed gravity values.
 QB0297
 QB0297;                    North         East    Units  Estimated Accuracy
 QB0297;SPC ID W     -   274,960.      707,780.      MT  (+/- 180 meters Scaled)
 QB0297
 QB0297                          SUPERSEDED SURVEY CONTROL
 QB0297
 QB0297  NGVD 29 (??/??/92)  648.337  (m)         2127.09   (f) ADJ UNCH    1 2
 QB0297
 QB0297.Superseded values are not recommended for survey control.
 QB0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0297.See file dsdata.txt to determine how the superseded data were derived.
 QB0297
 QB0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ077869(NAD 83)
 QB0297_MARKER: DD = SURVEY DISK
 QB0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0297_STAMPING: G 218 1941 PT 213+32.0 28 FT.
 QB0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0297+STABILITY: SURFACE MOTION
 QB0297
 QB0297  HISTORY     - Date     Condition        Report By
 QB0297  HISTORY     - 1941     MONUMENTED       IDPWD
 QB0297  HISTORY     - 1948     GOOD             NGS
 QB0297  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0297
 QB0297                          STATION DESCRIPTION
 QB0297
 QB0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QB0297'4.7 MI N FROM PAYETTE.
 QB0297'4.7 MILES NORTH ALONG U.S. HIGHWAY 30 N FROM THE INTERSECTION OF
 QB0297'EIGHTH AND MAIN STREETS AT PAYETTE, PAYETTE COUNTY, 25 FEET WEST OF
 QB0297'THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 QB0297'AND NEAR A WHITE WOODEN WITNESS POST.  AN IDAHO DEPARTMENT OF PUBLIC
 QB0297'WORKS STANDARD DISK, STAMPED G 218 1941 PT 213+32.0 28 AND SET IN THE
 QB0297'TOP OF A CONCRETE POST.
 QB0297
 QB0297                          STATION RECOVERY (1983)
 QB0297
 QB0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0297'BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0248 ***********************************************************************
 NV0248  DESIGNATION -  G 219
 NV0248  PID         -  NV0248
 NV0248  STATE/COUNTY-  ID/LINCOLN
 NV0248  USGS QUAD   -  TUNUPA (1992)
 NV0248
 NV0248                         *CURRENT SURVEY CONTROL
 NV0248  ___________________________________________________________________
 NV0248* NAD 83(1986)-  42 57 27.     (N)    114 32 18.     (W)     SCALED    
 NV0248* NAVD 88     -      1152.239  (meters)    3780.30   (feet)  ADJUSTED  
 NV0248  ___________________________________________________________________
 NV0248  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 NV0248  DYNAMIC HT  -        1151.673 (meters)    3778.45  (feet)  COMP
 NV0248  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 NV0248
 NV0248  VERT ORDER  -  FIRST     CLASS II
 NV0248
 NV0248.The horizontal coordinates were scaled from a topographic map and have
 NV0248.an estimated accuracy of +/- 6 seconds.
 NV0248
 NV0248.The orthometric height was determined by differential leveling
 NV0248.and adjusted by the National Geodetic Survey in June 1991..
 NV0248
 NV0248.The geoid height was determined by GEOID03.
 NV0248
 NV0248.The dynamic height is computed by dividing the NAVD 88
 NV0248.geopotential number by the normal gravity value computed on the
 NV0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0248.degrees latitude (g = 980.6199 gals.).
 NV0248
 NV0248.The modeled gravity was interpolated from observed gravity values.
 NV0248
 NV0248;                    North         East    Units  Estimated Accuracy
 NV0248;SPC ID C     -   143,520.      456,080.      MT  (+/- 180 meters Scaled)
 NV0248
 NV0248                          SUPERSEDED SURVEY CONTROL
 NV0248
 NV0248  NGVD 29 (??/??/92) 1151.383  (m)         3777.50   (f) ADJ UNCH    1 2
 NV0248
 NV0248.Superseded values are not recommended for survey control.
 NV0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0248.See file dsdata.txt to determine how the superseded data were derived.
 NV0248
 NV0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH007590(NAD 83)
 NV0248_MARKER: DB = BENCH MARK DISK
 NV0248_SETTING: 66 = SET IN ROCK OUTCROP
 NV0248_SP_SET: LAVA OUTCROP
 NV0248_STAMPING: G 219 1941
 NV0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0248+STABILITY: POSITION/ELEVATION WELL
 NV0248
 NV0248  HISTORY     - Date     Condition        Report By
 NV0248  HISTORY     - 1941     MONUMENTED       CGS
 NV0248
 NV0248                          STATION DESCRIPTION
 NV0248
 NV0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NV0248'7.1 MI W FROM SHOSHONE.
 NV0248'7.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0248'SHOSHONE, LINCOLN COUNTY, 4 POLES EAST OF MILEPOST 329, 150 FEET
 NV0248'SOUTHWEST OF A SMALL CUT, 100 FEET SOUTH OF THE CENTERLINE OF THE
 NV0248'TRACK, NEAR A WHITE WOODEN WITNESS POST, IN THE TOP OF A LAVA OUTCROP,
 NV0248'AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G
 NV0248'219 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0497 ***********************************************************************
 NV0497  DESIGNATION -  G 220
 NV0497  PID         -  NV0497
 NV0497  STATE/COUNTY-  ID/ELMORE
 NV0497  USGS QUAD   -  GLENNS FERRY (1992)
 NV0497
 NV0497                         *CURRENT SURVEY CONTROL
 NV0497  ___________________________________________________________________
 NV0497* NAD 83(1986)-  42 58 27.     (N)    115 15 10.     (W)     SCALED    
 NV0497* NAVD 88     -       765.766  (meters)    2512.35   (feet)  ADJUSTED  
 NV0497  ___________________________________________________________________
 NV0497  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 NV0497  DYNAMIC HT  -         765.445 (meters)    2511.30  (feet)  COMP
 NV0497  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 NV0497
 NV0497  VERT ORDER  -  FIRST     CLASS II
 NV0497
 NV0497.The horizontal coordinates were scaled from a topographic map and have
 NV0497.an estimated accuracy of +/- 6 seconds.
 NV0497
 NV0497.The orthometric height was determined by differential leveling
 NV0497.and adjusted by the National Geodetic Survey in June 1991..
 NV0497
 NV0497.The geoid height was determined by GEOID03.
 NV0497
 NV0497.The dynamic height is computed by dividing the NAVD 88
 NV0497.geopotential number by the normal gravity value computed on the
 NV0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0497.degrees latitude (g = 980.6199 gals.).
 NV0497
 NV0497.The modeled gravity was interpolated from observed gravity values.
 NV0497
 NV0497;                    North         East    Units  Estimated Accuracy
 NV0497;SPC ID W     -   145,350.      840,560.      MT  (+/- 180 meters Scaled)
 NV0497
 NV0497                          SUPERSEDED SURVEY CONTROL
 NV0497
 NV0497  NGVD 29 (??/??/92)  764.980  (m)         2509.77   (f) ADJ UNCH    1 2
 NV0497
 NV0497.Superseded values are not recommended for survey control.
 NV0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0497.See file dsdata.txt to determine how the superseded data were derived.
 NV0497
 NV0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH424594(NAD 83)
 NV0497_MARKER: DB = BENCH MARK DISK
 NV0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0497_STAMPING: G 220 1941
 NV0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0497+STABILITY: SURFACE MOTION
 NV0497
 NV0497  HISTORY     - Date     Condition        Report By
 NV0497  HISTORY     - 1941     MONUMENTED       CGS
 NV0497  HISTORY     - 1944     GOOD             NGS
 NV0497  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0497
 NV0497                          STATION DESCRIPTION
 NV0497
 NV0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NV0497'3.2 MI E FROM GLENNS FERRY.
 NV0497'3.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0497'GLENNS FERRY, 96 FEET NORTHEAST OF THE CENTER LINE OF THE TRACKS, 223
 NV0497'FEET NORTHWEST OF SEMAPHORE 3707, 6 FEET SOUTHEAST OF A POWER
 NV0497'TRANSMISSION POLE, 1 FOOT NORTHEAST OF A FENCE, AND NEAR A WHITE
 NV0497'WOODEN WITNESS POST.  SET IN THE TOP OF A CONCRETE POST.
 NV0497
 NV0497                          STATION RECOVERY (1983)
 NV0497
 NV0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0531 ***********************************************************************
 OZ0531  DESIGNATION -  G 221
 OZ0531  PID         -  OZ0531
 OZ0531  STATE/COUNTY-  ID/ELMORE
 OZ0531  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0531
 OZ0531                         *CURRENT SURVEY CONTROL
 OZ0531  ___________________________________________________________________
 OZ0531* NAD 83(1986)-  43 09 08.     (N)    115 43 07.     (W)     SCALED    
 OZ0531* NAVD 88     -       970.537  (meters)    3184.17   (feet)  ADJUSTED  
 OZ0531  ___________________________________________________________________
 OZ0531  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 OZ0531  DYNAMIC HT  -         970.120 (meters)    3182.80  (feet)  COMP
 OZ0531  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 OZ0531
 OZ0531  VERT ORDER  -  FIRST     CLASS II
 OZ0531
 OZ0531.The horizontal coordinates were scaled from a topographic map and have
 OZ0531.an estimated accuracy of +/- 6 seconds.
 OZ0531
 OZ0531.The orthometric height was determined by differential leveling
 OZ0531.and adjusted by the National Geodetic Survey in June 1991..
 OZ0531
 OZ0531.The geoid height was determined by GEOID03.
 OZ0531
 OZ0531.The dynamic height is computed by dividing the NAVD 88
 OZ0531.geopotential number by the normal gravity value computed on the
 OZ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0531.degrees latitude (g = 980.6199 gals.).
 OZ0531
 OZ0531.The modeled gravity was interpolated from observed gravity values.
 OZ0531
 OZ0531;                    North         East    Units  Estimated Accuracy
 OZ0531;SPC ID W     -   165,010.      802,550.      MT  (+/- 180 meters Scaled)
 OZ0531
 OZ0531                          SUPERSEDED SURVEY CONTROL
 OZ0531
 OZ0531  NGVD 29 (??/??/92)  969.660  (m)         3181.29   (f) ADJ UNCH    1 2
 OZ0531
 OZ0531.Superseded values are not recommended for survey control.
 OZ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0531.See file dsdata.txt to determine how the superseded data were derived.
 OZ0531
 OZ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH041785(NAD 83)
 OZ0531_MARKER: DB = BENCH MARK DISK
 OZ0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0531_SP_SET: CULVERT
 OZ0531_STAMPING: G 221 1941
 OZ0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0531
 OZ0531  HISTORY     - Date     Condition        Report By
 OZ0531  HISTORY     - 1941     MONUMENTED       CGS
 OZ0531  HISTORY     - 1979     GOOD             NGS
 OZ0531  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0531
 OZ0531                          STATION DESCRIPTION
 OZ0531
 OZ0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OZ0531'1.8 MI NW FROM MOUNTAIN HOME.
 OZ0531'1.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OZ0531'MOUNTAIN HOME, ELMORE COUNTY, AT CULVERT 403.63, IN THE TOP OF THE
 OZ0531'SOUTHWEST CONCRETE HEADWALL, AND 12 FEET SOUTHWEST OF THE CENTERLINE
 OZ0531'OF THE TRACK.  A STANDARD DISK, STAMPED G 221 1941.
 OZ0531
 OZ0531                          STATION RECOVERY (1979)
 OZ0531
 OZ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OZ0531'RECOVERED IN GOOD CONDITION.
 OZ0531
 OZ0531                          STATION RECOVERY (1983)
 OZ0531
 OZ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0531'NOT RECOVERED.  HEADWALL COVERED BY A MASSIVE STEEL I BEAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0479 ***********************************************************************
 OH0479  DESIGNATION -  G 222
 OH0479  PID         -  OH0479
 OH0479  STATE/COUNTY-  ID/CANYON
 OH0479  USGS QUAD   -  NOTUS (1971)
 OH0479
 OH0479                         *CURRENT SURVEY CONTROL
 OH0479  ___________________________________________________________________
 OH0479* NAD 83(1986)-  43 44 21.     (N)    116 50 43.     (W)     SCALED    
 OH0479* NAVD 88     -       697.900  (meters)    2289.69   (feet)  ADJUSTED  
 OH0479  ___________________________________________________________________
 OH0479  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 OH0479  DYNAMIC HT  -         697.672 (meters)    2288.95  (feet)  COMP
 OH0479  MODELED GRAV-     980,270.4   (mgal)                       NAVD 88
 OH0479
 OH0479  VERT ORDER  -  FIRST     CLASS II
 OH0479
 OH0479.The horizontal coordinates were scaled from a topographic map and have
 OH0479.an estimated accuracy of +/- 6 seconds.
 OH0479
 OH0479.The orthometric height was determined by differential leveling
 OH0479.and adjusted by the National Geodetic Survey in June 1991..
 OH0479
 OH0479.The geoid height was determined by GEOID03.
 OH0479
 OH0479.The dynamic height is computed by dividing the NAVD 88
 OH0479.geopotential number by the normal gravity value computed on the
 OH0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0479.degrees latitude (g = 980.6199 gals.).
 OH0479
 OH0479.The modeled gravity was interpolated from observed gravity values.
 OH0479
 OH0479;                    North         East    Units  Estimated Accuracy
 OH0479;SPC ID W     -   230,800.      711,770.      MT  (+/- 180 meters Scaled)
 OH0479
 OH0479                          SUPERSEDED SURVEY CONTROL
 OH0479
 OH0479  NGVD 29 (??/??/92)  696.959  (m)         2286.61   (f) ADJ UNCH    1 2
 OH0479
 OH0479.Superseded values are not recommended for survey control.
 OH0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0479.See file dsdata.txt to determine how the superseded data were derived.
 OH0479
 OH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ124429(NAD 83)
 OH0479_MARKER: DB = BENCH MARK DISK
 OH0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0479_STAMPING: G 222 1941
 OH0479_MARK LOGO: CGS   
 OH0479_PROJECTION: PROJECTING 5 CENTIMETERS
 OH0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0479+STABILITY: SURFACE MOTION
 OH0479
 OH0479  HISTORY     - Date     Condition        Report By
 OH0479  HISTORY     - 1941     MONUMENTED       CGS
 OH0479  HISTORY     - 1979     GOOD             NGS
 OH0479  HISTORY     - 1983     GOOD             NGS
 OH0479
 OH0479                          STATION DESCRIPTION
 OH0479
 OH0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0479'2.4 MI NW FROM NOTUS.
 OH0479'2.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OH0479'AT NOTUS, CANYON COUNTY, 0.1 MILE SOUTHEAST OF A ROAD CROSSING,
 OH0479'BETWEEN THE FOURTH AND FIFTH POLES NORTHWEST OF MILEPOST 475, 40 FEET
 OH0479'NORTHEAST OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTHWEST OF A FENCE,
 OH0479'AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 222
 OH0479'1941 AND SET IN THE TOP OF A CONCRETE POST.
 OH0479
 OH0479                          STATION RECOVERY (1979)
 OH0479
 OH0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0479'STATION AT NOTUS IS GONE FIFTH POLES NORTHWEST OF MILEPOST 475.
 OH0479
 OH0479                          STATION RECOVERY (1983)
 OH0479
 OH0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0479'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.0 KM
 OH0479'(8.7 MI) NORTHWEST ALONG US HIGHWAYS 20 AND 26 FROM THE T-JUNCTION OF
 OH0479'INTERSTATE 84 IN CALDWELL, ALONG THE SOUTHWEST RIGHT OF WAY FENCE LINE
 OH0479'BETWEEN THE HIGHWAY AND THE RAILROAD, FIVE TELEPHONE POLES NORTHWEST
 OH0479'OF RAILROAD MILEPOLE 475, 0.55 KM (0.35 MI) NORTHWEST OF HIGHWAY
 OH0479'MILEPOST 14, 0.2 KM (0.1 MI) SOUTHEAST OF DON ROAD, 19.0 METERS
 OH0479'(62 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 13.0 METERS (43 FT)
 OH0479'NORTHEAST OF THE NORTHEAST RAIL, 4.0 METERS (13 FT) EAST OF TELEPHONE
 OH0479'POLE F AND 1.0 METERS (3 FT) SOUTHWEST OF THE FENCE.
 OH0479'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 OH0479'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0500 ***********************************************************************
 OH0500  DESIGNATION -  G 223
 OH0500  PID         -  OH0500
 OH0500  STATE/COUNTY-  ID/CANYON
 OH0500  USGS QUAD   -  NAMPA (1971)
 OH0500
 OH0500                         *CURRENT SURVEY CONTROL
 OH0500  ___________________________________________________________________
 OH0500* NAD 83(1986)-  43 36 31.     (N)    116 36 26.     (W)     SCALED    
 OH0500* NAVD 88     -       748.165  (meters)    2454.60   (feet)  ADJUSTED  
 OH0500  ___________________________________________________________________
 OH0500  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 OH0500  DYNAMIC HT  -         747.907 (meters)    2453.76  (feet)  COMP
 OH0500  MODELED GRAV-     980,250.6   (mgal)                       NAVD 88
 OH0500
 OH0500  VERT ORDER  -  FIRST     CLASS II
 OH0500
 OH0500.The horizontal coordinates were scaled from a topographic map and have
 OH0500.an estimated accuracy of +/- 6 seconds.
 OH0500
 OH0500.The orthometric height was determined by differential leveling
 OH0500.and adjusted by the National Geodetic Survey in June 1991..
 OH0500
 OH0500.The geoid height was determined by GEOID03.
 OH0500
 OH0500.The dynamic height is computed by dividing the NAVD 88
 OH0500.geopotential number by the normal gravity value computed on the
 OH0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0500.degrees latitude (g = 980.6199 gals.).
 OH0500
 OH0500.The modeled gravity was interpolated from observed gravity values.
 OH0500
 OH0500;                    North         East    Units  Estimated Accuracy
 OH0500;SPC ID W     -   216,070.      730,800.      MT  (+/- 180 meters Scaled)
 OH0500
 OH0500                          SUPERSEDED SURVEY CONTROL
 OH0500
 OH0500  NGVD 29 (??/??/92)  747.230  (m)         2451.54   (f) ADJ UNCH    1 2
 OH0500
 OH0500.Superseded values are not recommended for survey control.
 OH0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0500.See file dsdata.txt to determine how the superseded data were derived.
 OH0500
 OH0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ316284(NAD 83)
 OH0500_MARKER: DB = BENCH MARK DISK
 OH0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0500_SP_SET: CULVERT
 OH0500_STAMPING: G 223 1941
 OH0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0500
 OH0500  HISTORY     - Date     Condition        Report By
 OH0500  HISTORY     - 1941     MONUMENTED       CGS
 OH0500  HISTORY     - 1979     GOOD             NGS
 OH0500  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0500
 OH0500                          STATION DESCRIPTION
 OH0500
 OH0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0500'4.2 MI SE FROM CALDWELL.
 OH0500'4.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE COLLEGE OF IDAHO AT
 OH0500'CALDWELL, CANYON COUNTY, 0.3 MILE NORTHWEST OF THE JUNCTION OF STATE
 OH0500'HIGHWAY 20, IN FRONT OF THE W.E. BRASSFIELD RESIDENCE, 36 FEET
 OH0500'NORTHWEST OF THE BRASSFIELD FRUIT STAND, 24 FEET NORTHEAST OF THE
 OH0500'CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT, IN THE TOP OF THE
 OH0500'NORTHEAST HEADWALL, AND DIRICTLY UNDER A TELEPHONE LINE PARALLELING
 OH0500'THE HIGHWAY.  A STANDARD DISK, STAMPED G 223 1941.
 OH0500
 OH0500                          STATION RECOVERY (1979)
 OH0500
 OH0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0500'RECOVERED IN GOOD CONDITION.
 OH0500
 OH0500                          STATION RECOVERY (1983)
 OH0500
 OH0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0500'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0252 ***********************************************************************
 OH0252  DESIGNATION -  G 224
 OH0252  PID         -  OH0252
 OH0252  STATE/COUNTY-  ID/ADA
 OH0252  USGS QUAD   -  OWYHEE (1992)
 OH0252
 OH0252                         *CURRENT SURVEY CONTROL
 OH0252  ___________________________________________________________________
 OH0252* NAD 83(1986)-  43 25 06.     (N)    116 12 05.     (W)     SCALED    
 OH0252* NAVD 88     -       904.178  (meters)    2966.46   (feet)  ADJUSTED  
 OH0252  ___________________________________________________________________
 OH0252  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 OH0252  DYNAMIC HT  -         903.807 (meters)    2965.24  (feet)  COMP
 OH0252  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 OH0252
 OH0252  VERT ORDER  -  FIRST     CLASS II
 OH0252
 OH0252.The horizontal coordinates were scaled from a topographic map and have
 OH0252.an estimated accuracy of +/- 6 seconds.
 OH0252
 OH0252.The orthometric height was determined by differential leveling
 OH0252.and adjusted by the National Geodetic Survey in June 1991..
 OH0252
 OH0252.The geoid height was determined by GEOID03.
 OH0252
 OH0252.The dynamic height is computed by dividing the NAVD 88
 OH0252.geopotential number by the normal gravity value computed on the
 OH0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0252.degrees latitude (g = 980.6199 gals.).
 OH0252
 OH0252.The modeled gravity was interpolated from observed gravity values.
 OH0252
 OH0252;                    North         East    Units  Estimated Accuracy
 OH0252;SPC ID W     -   194,670.      763,450.      MT  (+/- 180 meters Scaled)
 OH0252
 OH0252                          SUPERSEDED SURVEY CONTROL
 OH0252
 OH0252  NGVD 29 (??/??/92)  903.209  (m)         2963.28   (f) ADJ UNCH    1 2
 OH0252
 OH0252.Superseded values are not recommended for survey control.
 OH0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0252.See file dsdata.txt to determine how the superseded data were derived.
 OH0252
 OH0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ646075(NAD 83)
 OH0252_MARKER: DB = BENCH MARK DISK
 OH0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0252_STAMPING: G 224 1941
 OH0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0252+STABILITY: SURFACE MOTION
 OH0252
 OH0252  HISTORY     - Date     Condition        Report By
 OH0252  HISTORY     - 1941     MONUMENTED       CGS
 OH0252  HISTORY     - 1979     GOOD             NGS
 OH0252
 OH0252                          STATION DESCRIPTION
 OH0252
 OH0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0252'IN OWHYEE.
 OH0252'AT OWHYEE, ADA COUNTY, AT UNION PACIFIC RAILROAD MILEPOST 435, AT THE
 OH0252'WEST END OF A BANK, 70 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 OH0252'45 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, AND NEAR A WHITE
 OH0252'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 224 1941 AND SET IN
 OH0252'THE TOP OF A CONCRETE POST.
 OH0252
 OH0252                          STATION RECOVERY (1979)
 OH0252
 OH0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0471 ***********************************************************************
 NV0471  DESIGNATION -  G 225
 NV0471  PID         -  NV0471
 NV0471  STATE/COUNTY-  ID/ELMORE
 NV0471  USGS QUAD   -  HAMMETT (1992)
 NV0471
 NV0471                         *CURRENT SURVEY CONTROL
 NV0471  ___________________________________________________________________
 NV0471* NAD 83(1986)-  42 57 14.     (N)    115 28 59.     (W)     SCALED    
 NV0471* NAVD 88     -       777.695  (meters)    2551.49   (feet)  POSTED    
 NV0471  ___________________________________________________________________
 NV0471  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 NV0471  DYNAMIC HT  -         777.390 (meters)    2550.49  (feet)  COMP
 NV0471  MODELED GRAV-     980,200.7   (mgal)                       NAVD 88
 NV0471
 NV0471  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NV0471
 NV0471.The horizontal coordinates were scaled from a topographic map and have
 NV0471.an estimated accuracy of +/- 6 seconds.
 NV0471
 NV0471.The orthometric height was determined by differential leveling
 NV0471.and adjusted by the National Geodetic Survey in 1992..
 NV0471.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NV0471.rate of 0.0 thru 1.0 mm/km.
 NV0471
 NV0471.The geoid height was determined by GEOID03.
 NV0471
 NV0471.The dynamic height is computed by dividing the NAVD 88
 NV0471.geopotential number by the normal gravity value computed on the
 NV0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0471.degrees latitude (g = 980.6199 gals.).
 NV0471
 NV0471.The modeled gravity was interpolated from observed gravity values.
 NV0471
 NV0471;                    North         East    Units  Estimated Accuracy
 NV0471;SPC ID W     -   143,010.      821,780.      MT  (+/- 180 meters Scaled)
 NV0471
 NV0471                          SUPERSEDED SURVEY CONTROL
 NV0471
 NV0471  NGVD 29 (??/??/92)  776.896  (m)         2548.87   (f) ADJ UNCH    1 2
 NV0471
 NV0471.Superseded values are not recommended for survey control.
 NV0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0471.See file dsdata.txt to determine how the superseded data were derived.
 NV0471
 NV0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH237568(NAD 83)
 NV0471_MARKER: DB = BENCH MARK DISK
 NV0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0471_STAMPING: G 225 1960
 NV0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0471+STABILITY: SURFACE MOTION
 NV0471
 NV0471  HISTORY     - Date     Condition        Report By
 NV0471  HISTORY     - 1960     MONUMENTED       CGS
 NV0471  HISTORY     - 1983     GOOD             NGS
 NV0471
 NV0471                          STATION DESCRIPTION
 NV0471
 NV0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NV0471'9.95 MI W FROM GLENNS FERRY.
 NV0471'ABOUT 9.95 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0471'STATION AT GLENNS FERRY, 2 FEET NORTH OF THE FIFTH POLE EAST OF
 NV0471'MILEPOLE 384, 68.8 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 NV0471'168 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A PRIVATE ROAD,
 NV0471'0.8 FOOT NORTH OF THE FENCE LINE, 1.2 FEET EAST OF A WITNESS POST,
 NV0471'ABOUT 4 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 NV0471'PROJECTING 0.3 FOOT.
 NV0471
 NV0471                          STATION RECOVERY (1983)
 NV0471
 NV0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0471'1.3 KM (0.8 MI) NORTH ALONG A PAVED ROAD FROM THE JCT OF THE OLD
 NV0471'OREGON TRAIL HWY AND STATE HWY 78 AT HAMMET, THENCE 1.5 KM (0.95 MI)
 NV0471'NORTHWEST ALONG THE UNION PACIFIC , 0.6 M (2.0 FT) NORTH OF THE 5TH
 NV0471'TELEGRAPH POLE (0.12 M) SOUTHEAST OF MILE POLE 384, 21.0 M (69.0 KM)
 NV0471'NORTHWEST-NORTHWEST RAIL OF THE NORTHEAST TRACKS. 51.2 M (168.0 FT)
 NV0471'NORTHWEST OF THE CENTER OF THE XING OF A PRIVATE ROAD, 0.3 M (1.0 FT)
 NV0471'NORTHEAST OF THE R OF W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0218 ***********************************************************************
 OY0218  DESIGNATION -  G 226
 OY0218  PID         -  OY0218
 OY0218  STATE/COUNTY-  ID/BINGHAM
 OY0218  USGS QUAD   -  FIRTH (1979)
 OY0218
 OY0218                         *CURRENT SURVEY CONTROL
 OY0218  ___________________________________________________________________
 OY0218* NAD 83(1986)-  43 16 36.     (N)    112 12 55.     (W)     SCALED    
 OY0218* NAVD 88     -      1392.293  (meters)    4567.88   (feet)  ADJUSTED  
 OY0218  ___________________________________________________________________
 OY0218  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 OY0218  DYNAMIC HT  -        1391.531 (meters)    4565.38  (feet)  COMP
 OY0218  MODELED GRAV-     980,024.0   (mgal)                       NAVD 88
 OY0218
 OY0218  VERT ORDER  -  FIRST     CLASS I
 OY0218
 OY0218.The horizontal coordinates were scaled from a topographic map and have
 OY0218.an estimated accuracy of +/- 6 seconds.
 OY0218
 OY0218.The orthometric height was determined by differential leveling
 OY0218.and adjusted by the National Geodetic Survey in June 1991..
 OY0218
 OY0218.The geoid height was determined by GEOID03.
 OY0218
 OY0218.The dynamic height is computed by dividing the NAVD 88
 OY0218.geopotential number by the normal gravity value computed on the
 OY0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0218.degrees latitude (g = 980.6199 gals.).
 OY0218
 OY0218.The modeled gravity was interpolated from observed gravity values.
 OY0218
 OY0218;                    North         East    Units  Estimated Accuracy
 OY0218;SPC ID E     -   178,830.      196,050.      MT  (+/- 180 meters Scaled)
 OY0218
 OY0218                          SUPERSEDED SURVEY CONTROL
 OY0218
 OY0218  NGVD 29 (08/20/92) 1391.219  (m)         4564.36   (f) ADJUSTED    1 1
 OY0218
 OY0218.Superseded values are not recommended for survey control.
 OY0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0218.See file dsdata.txt to determine how the superseded data were derived.
 OY0218
 OY0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN013922(NAD 83)
 OY0218_MARKER: DB = BENCH MARK DISK
 OY0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0218_SP_SET: ABUTMENT
 OY0218_STAMPING: G 226 1960
 OY0218_MARK LOGO: CGS   
 OY0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0218+STABILITY: POSITION/ELEVATION WELL
 OY0218
 OY0218  HISTORY     - Date     Condition        Report By
 OY0218  HISTORY     - 1960     MONUMENTED       CGS
 OY0218  HISTORY     - 1967     GOOD             NGS
 OY0218  HISTORY     - 1983     GOOD             NGS
 OY0218
 OY0218                          STATION DESCRIPTION
 OY0218
 OY0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0218'2.5 MI SW FROM FIRTH.
 OY0218'2.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0218'AT FIRTH, 1 1/4 POLES SOUTHWEST AND ACROSS THE TRACK FROM MILEPOLE
 OY0218'167, IN THE TOP AND 0.6 FOOT EAST-SOUTHEAST OF THE WEST-NORTHWEST END
 OY0218'OF THE SOUTH-SOUTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE 166.98
 OY0218'OVER WEST BLACKFOOT CANAL, 6.5 FEET NORTH-NORTHWEST OF THE
 OY0218'NORTH-NORTHWEST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 OY0218
 OY0218                          STATION RECOVERY (1967)
 OY0218
 OY0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0218'RECOVERED IN GOOD CONDITION.
 OY0218
 OY0218                          STATION RECOVERY (1983)
 OY0218
 OY0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0218'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OY0218'THE FOLLOWING EXCEPTION, DELETE 1 1/4 POLES SOUTHWEST AND ACROSS THE
 OY0218'TRACK FROM MILEPOLE 167.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0386 ***********************************************************************
 OX0386  DESIGNATION -  G 227
 OX0386  PID         -  OX0386
 OX0386  STATE/COUNTY-  ID/BONNEVILLE
 OX0386  USGS QUAD   -  UCON (1979)
 OX0386
 OX0386                         *CURRENT SURVEY CONTROL
 OX0386  ___________________________________________________________________
 OX0386* NAD 83(1986)-  43 35 51.     (N)    111 57 47.     (W)     SCALED    
 OX0386* NAVD 88     -      1466.200  (meters)    4810.36   (feet)  ADJUSTED  
 OX0386  ___________________________________________________________________
 OX0386  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OX0386  DYNAMIC HT  -        1465.439 (meters)    4807.86  (feet)  COMP
 OX0386  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 OX0386
 OX0386  VERT ORDER  -  FIRST     CLASS II
 OX0386
 OX0386.The horizontal coordinates were scaled from a topographic map and have
 OX0386.an estimated accuracy of +/- 6 seconds.
 OX0386
 OX0386.The orthometric height was determined by differential leveling
 OX0386.and adjusted by the National Geodetic Survey in June 1991..
 OX0386
 OX0386.The geoid height was determined by GEOID03.
 OX0386
 OX0386.The dynamic height is computed by dividing the NAVD 88
 OX0386.geopotential number by the normal gravity value computed on the
 OX0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0386.degrees latitude (g = 980.6199 gals.).
 OX0386
 OX0386.The modeled gravity was interpolated from observed gravity values.
 OX0386
 OX0386;                    North         East    Units  Estimated Accuracy
 OX0386;SPC ID E     -   214,500.      216,440.      MT  (+/- 180 meters Scaled)
 OX0386
 OX0386                          SUPERSEDED SURVEY CONTROL
 OX0386
 OX0386  NGVD 29 (08/20/92) 1465.118  (m)         4806.81   (f) ADJUSTED    1 2
 OX0386
 OX0386.Superseded values are not recommended for survey control.
 OX0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0386.See file dsdata.txt to determine how the superseded data were derived.
 OX0386
 OX0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP222276(NAD 83)
 OX0386_MARKER: DB = BENCH MARK DISK
 OX0386_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OX0386_SP_SET: WING WALL
 OX0386_STAMPING: G 227 1960
 OX0386_MARK LOGO: CGS   
 OX0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0386+STABILITY: SURFACE MOTION
 OX0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0386+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 OX0386
 OX0386  HISTORY     - Date     Condition        Report By
 OX0386  HISTORY     - 1960     MONUMENTED       CGS
 OX0386  HISTORY     - 1983     GOOD             NGS
 OX0386  HISTORY     - 19910419 GOOD             IDDT
 OX0386
 OX0386                          STATION DESCRIPTION
 OX0386
 OX0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0386'5.85 MI SW FROM RIGBY.
 OX0386'5.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0386'AT RIGBY, AT THE CROSSING OF AN ASPHALT ROAD, DIRECTLY OPPOSITE OF
 OX0386'RAILROAD BRIDGE 8.08, IN TOP OF THE EAST-NORTHEAST END OF THE WEST
 OX0386'CONCRETE HEAD WALL OF A LARGE ASKEW CONCRETE BOX CULVERT UNDER U.S.
 OX0386'HIGHWAY 20 AND 191, 55.3 FEET EAST-SOUTHEAST OF THE SOUTHEAST RAIL, 18
 OX0386'FEET WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET SOUTH
 OX0386'OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 OX0386
 OX0386                          STATION RECOVERY (1983)
 OX0386
 OX0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0386'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN UCON, AT
 OX0386'THE JUNCTION OF MARKET STREET AND UCON ROAD IN TOP OF THE NORTHEAST
 OX0386'END OF THE NORTHWEST CONCRETE HEADWALL OF A BOX CULVERT UNDER MARKET
 OX0386'STREET, 21.3 METERS (69.9 FT) SOUTHEAST OF THE NEAR RAIL OF THE UNION
 OX0386'PACIFIC RAILROAD, 12.6 METERS (41.3 FT) SOUTH OF THE EXTENDED CENTER
 OX0386'OF UCON ROAD, AND 4.9 METERS (16.1 FT) NORTHWEST OF THE CENTERLINE OF
 OX0386'MARKET STREET.
 OX0386'THE MARK IS ABOVE LEVEL WITH THE STREET.
 OX0386
 OX0386                          STATION RECOVERY (1991)
 OX0386
 OX0386'RECOVERY NOTE BY ID DEPT OF TRANSP 1991 (RR)
 OX0386'MARK RECOVERED IN GOOD CONDITION.  ADD, AT THE CROSSING OF AN ASPHALT
 OX0386'ROAD AT THE NORTH CITY LIMITS OF UNCON AND IN A LARGE ASKEW CONCRETE
 OX0386'BOX CULVERT UNDER OLD U.S. HIGHWAY 20 AND STATE ROUTE 191.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0425 ***********************************************************************
 OX0425  DESIGNATION -  G 228
 OX0425  PID         -  OX0425
 OX0425  STATE/COUNTY-  ID/MADISON
 OX0425  USGS QUAD   -  REXBURG (1979)
 OX0425
 OX0425                         *CURRENT SURVEY CONTROL
 OX0425  ___________________________________________________________________
 OX0425* NAD 83(1986)-  43 50 26.     (N)    111 46 45.     (W)     SCALED    
 OX0425* NAVD 88     -      1484.817  (meters)    4871.44   (feet)  POSTED    
 OX0425  ___________________________________________________________________
 OX0425  GEOID HEIGHT-         -11.16  (meters)                     GEOID03
 OX0425  DYNAMIC HT  -        1484.050 (meters)    4868.92  (feet)  COMP
 OX0425  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 OX0425
 OX0425  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 OX0425
 OX0425.The horizontal coordinates were scaled from a topographic map and have
 OX0425.an estimated accuracy of +/- 6 seconds.
 OX0425
 OX0425.The orthometric height was determined by differential leveling
 OX0425.and adjusted by the National Geodetic Survey in 1992..
 OX0425.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 OX0425.rate of 4.1 thru 8.0 mm/km.
 OX0425
 OX0425.The geoid height was determined by GEOID03.
 OX0425
 OX0425.The dynamic height is computed by dividing the NAVD 88
 OX0425.geopotential number by the normal gravity value computed on the
 OX0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0425.degrees latitude (g = 980.6199 gals.).
 OX0425
 OX0425.The modeled gravity was interpolated from observed gravity values.
 OX0425
 OX0425;                    North         East    Units  Estimated Accuracy
 OX0425;SPC ID E     -   241,550.      231,160.      MT  (+/- 180 meters Scaled)
 OX0425
 OX0425                          SUPERSEDED SURVEY CONTROL
 OX0425
 OX0425  NGVD 29 (??/??/92) 1483.727  (m)         4867.86   (f) ADJ UNCH    1 2
 OX0425
 OX0425.Superseded values are not recommended for survey control.
 OX0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0425.See file dsdata.txt to determine how the superseded data were derived.
 OX0425
 OX0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP373544(NAD 83)
 OX0425_MARKER: DB = BENCH MARK DISK
 OX0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0425_STAMPING: G 228 1960
 OX0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0425+STABILITY: SURFACE MOTION
 OX0425
 OX0425  HISTORY     - Date     Condition        Report By
 OX0425  HISTORY     - 1960     MONUMENTED       CGS
 OX0425  HISTORY     - 1983     MARK NOT FOUND   NGS
 OX0425
 OX0425                          STATION DESCRIPTION
 OX0425
 OX0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0425'1.25 MI NE FROM REXBURG.
 OX0425'1.25 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0425'AT REXBURG, 135 FEET NORTHEAST AND ACROSS THE TRACK FROM THE SEVENTH
 OX0425'POLE NORTHEAST OF MILEPOLE 27, AT THE CROSSING OF A GRAVEL ROAD, 46.1
 OX0425'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 165 FEET NORTH OF THE CENTER
 OX0425'LINE OF THE ROAD, 106 FEET EAST-NORTHEAST AND ACROSS THE TRACK FROM
 OX0425'POWER POLE 311, 30.5 FEET WEST OF THE NORTHWEST CORNER OF A SMALL
 OX0425'FRAME BUILDING, 1.7 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE, 1.6 FEET
 OX0425'SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND
 OX0425'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 OX0425'GROUND.
 OX0425
 OX0425                          STATION RECOVERY (1983)
 OX0425
 OX0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0425'THE AREA IS NOW A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0417 ***********************************************************************
 PY0417  DESIGNATION -  G 229
 PY0417  PID         -  PY0417
 PY0417  STATE/COUNTY-  ID/FREMONT
 PY0417  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0417
 PY0417                         *CURRENT SURVEY CONTROL
 PY0417  ___________________________________________________________________
 PY0417* NAD 83(1986)-  44 14 10.     (N)    111 17 01.     (W)     SCALED    
 PY0417* NAVD 88     -      1838.847  (meters)    6032.95   (feet)  POSTED    
 PY0417  ___________________________________________________________________
 PY0417  GEOID HEIGHT-          -9.84  (meters)                     GEOID03
 PY0417  DYNAMIC HT  -        1837.820 (meters)    6029.58  (feet)  COMP
 PY0417  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 PY0417
 PY0417  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0417
 PY0417.The horizontal coordinates were scaled from a topographic map and have
 PY0417.an estimated accuracy of +/- 6 seconds.
 PY0417
 PY0417.The orthometric height was determined by differential leveling
 PY0417.and adjusted by the National Geodetic Survey in 1992..
 PY0417.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0417.rate of 1.1 thru 2.0 mm/km.
 PY0417
 PY0417.The geoid height was determined by GEOID03.
 PY0417
 PY0417.The dynamic height is computed by dividing the NAVD 88
 PY0417.geopotential number by the normal gravity value computed on the
 PY0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0417.degrees latitude (g = 980.6199 gals.).
 PY0417
 PY0417.The modeled gravity was interpolated from observed gravity values.
 PY0417
 PY0417;                    North         East    Units  Estimated Accuracy
 PY0417;SPC ID E     -   285,810.      270,540.      MT  (+/- 180 meters Scaled)
 PY0417
 PY0417                          SUPERSEDED SURVEY CONTROL
 PY0417
 PY0417  NGVD 29 (??/??/92) 1837.624  (m)         6028.94   (f) ADJ UNCH    1 2
 PY0417
 PY0417.Superseded values are not recommended for survey control.
 PY0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0417.See file dsdata.txt to determine how the superseded data were derived.
 PY0417
 PY0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP773981(NAD 83)
 PY0417_MARKER: DB = BENCH MARK DISK
 PY0417_SETTING: 66 = SET IN ROCK OUTCROP
 PY0417_SP_SET: ROCK OUTCROP
 PY0417_STAMPING: G 229 1960
 PY0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0417+STABILITY: POSITION/ELEVATION WELL
 PY0417
 PY0417  HISTORY     - Date     Condition        Report By
 PY0417  HISTORY     - 1960     MONUMENTED       CGS
 PY0417
 PY0417                          STATION DESCRIPTION
 PY0417
 PY0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0417'17.9 MI NE FROM ASHTON.
 PY0417'17.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0417'AT ASHTON, 2 1/4 POLES SOUTHEAST OF MILEPOST 69, AT THE NORTHWEST END
 PY0417'OF A ROCK CUT, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK OUTCROP
 PY0417'WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 7.8 FEET SOUTHWEST
 PY0417'OF THE SOUTHWEST RAIL, AND ABOUT 2 1/2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0927 ***********************************************************************
 RZ0927  DESIGNATION -  G 23
 RZ0927  PID         -  RZ0927
 RZ0927  STATE/COUNTY-  ID/NEZ PERCE
 RZ0927  USGS QUAD   -  CLARKSTON (1971)
 RZ0927
 RZ0927                         *CURRENT SURVEY CONTROL
 RZ0927  ___________________________________________________________________
 RZ0927* NAD 83(1986)-  46 26 35.     (N)    117 00 37.     (W)     SCALED    
 RZ0927* NAVD 88     -       429.588  (meters)    1409.41   (feet)  ADJUSTED  
 RZ0927  ___________________________________________________________________
 RZ0927  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 RZ0927  DYNAMIC HT  -         429.570 (meters)    1409.35  (feet)  COMP
 RZ0927  MODELED GRAV-     980,561.9   (mgal)                       NAVD 88
 RZ0927
 RZ0927  VERT ORDER  -  FIRST     CLASS II
 RZ0927
 RZ0927.The horizontal coordinates were scaled from a topographic map and have
 RZ0927.an estimated accuracy of +/- 6 seconds.
 RZ0927
 RZ0927.The orthometric height was determined by differential leveling
 RZ0927.and adjusted by the National Geodetic Survey in June 1991..
 RZ0927
 RZ0927.The geoid height was determined by GEOID03.
 RZ0927
 RZ0927.The dynamic height is computed by dividing the NAVD 88
 RZ0927.geopotential number by the normal gravity value computed on the
 RZ0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0927.degrees latitude (g = 980.6199 gals.).
 RZ0927
 RZ0927.The modeled gravity was interpolated from observed gravity values.
 RZ0927
 RZ0927;                    North         East    Units  Estimated Accuracy
 RZ0927;SPC ID W     -   531,460.      703,160.      MT  (+/- 180 meters Scaled)
 RZ0927
 RZ0927                          SUPERSEDED SURVEY CONTROL
 RZ0927
 RZ0927  NGVD 29 (??/??/92)  428.577  (m)         1406.09   (f) ADJ UNCH    1 2
 RZ0927
 RZ0927.Superseded values are not recommended for survey control.
 RZ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0927.See file dsdata.txt to determine how the superseded data were derived.
 RZ0927
 RZ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM992432(NAD 83)
 RZ0927_MARKER: DB = BENCH MARK DISK
 RZ0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0927_STAMPING: G 23 1933
 RZ0927_MARK LOGO: CGS   
 RZ0927_PROJECTION: FLUSH
 RZ0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0927+STABILITY: SURFACE MOTION
 RZ0927
 RZ0927  HISTORY     - Date     Condition        Report By
 RZ0927  HISTORY     - 1933     MONUMENTED       CGS
 RZ0927  HISTORY     - 1946     GOOD             NGS
 RZ0927  HISTORY     - 1980     GOOD             NGS
 RZ0927
 RZ0927                          STATION DESCRIPTION
 RZ0927
 RZ0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0927'3.9 MI N FROM LEWISTON.
 RZ0927'3.9 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE AT
 RZ0927'LEWISTON, 74 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 RZ0927'NORTHEAST OF THE CENTER LINE OF A PORTION OF OLD ABANDONED ROAD, 5
 RZ0927'FEET SOUTHWEST OF A FENCE, AND 2 FEET NORTH OF A WITNESS POST.  A
 RZ0927'BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8
 RZ0927'INCHES ABOVE THE GROUND.
 RZ0927
 RZ0927                          STATION RECOVERY (1980)
 RZ0927
 RZ0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0927'4.7 KILOMETER (2.9 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ0927'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, 0.1 KILOMETER (0.05 MILE)
 RZ0927'NORTHWEST OF THE NORTHWEST END OF A HIGHWAY CURVE, 24.3 METERS (79.7
 RZ0927'FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 33.8 METERS (111
 RZ0927'FEET) SOUTHEAST OF THE NORTHEAST END OF A 30-CENTIMETER (12-INCH)
 RZ0927'DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY, 21.2 METERS (69.5
 RZ0927'FEET) NORTHWEST OF THE CENTER OF A GATE IN A BARBED WIRE FENCE LINE,
 RZ0927'1.4 METERS (4.6 FEET) SOUTHWEST OF THE FENCE.
 RZ0927'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 RZ0927'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0396 ***********************************************************************
 QA0396  DESIGNATION -  G 230
 QA0396  PID         -  QA0396
 QA0396  STATE/COUNTY-  ID/BOISE
 QA0396  USGS QUAD   -  SCOTT CREEK (1972)
 QA0396
 QA0396                         *CURRENT SURVEY CONTROL
 QA0396  ___________________________________________________________________
 QA0396* NAD 83(1986)-  44 10 01.     (N)    115 43 30.     (W)     SCALED    
 QA0396* NAVD 88     -      2259.932  (meters)    7414.46   (feet)  ADJUSTED  
 QA0396  ___________________________________________________________________
 QA0396  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 QA0396  DYNAMIC HT  -        2258.499 (meters)    7409.76  (feet)  COMP
 QA0396  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 QA0396
 QA0396  VERT ORDER  -  SECOND    CLASS 0
 QA0396
 QA0396.The horizontal coordinates were scaled from a topographic map and have
 QA0396.an estimated accuracy of +/- 6 seconds.
 QA0396
 QA0396.The orthometric height was determined by differential leveling
 QA0396.and adjusted by the National Geodetic Survey in June 1991..
 QA0396
 QA0396.The geoid height was determined by GEOID03.
 QA0396
 QA0396.The dynamic height is computed by dividing the NAVD 88
 QA0396.geopotential number by the normal gravity value computed on the
 QA0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0396.degrees latitude (g = 980.6199 gals.).
 QA0396
 QA0396.The modeled gravity was interpolated from observed gravity values.
 QA0396
 QA0396;                    North         East    Units  Estimated Accuracy
 QA0396;SPC ID W     -   277,740.      802,000.      MT  (+/- 180 meters Scaled)
 QA0396
 QA0396                          SUPERSEDED SURVEY CONTROL
 QA0396
 QA0396  NGVD 29 (??/??/92) 2258.578  (m)         7410.02   (f) ADJ UNCH    2 0
 QA0396
 QA0396.Superseded values are not recommended for survey control.
 QA0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0396.See file dsdata.txt to determine how the superseded data were derived.
 QA0396
 QA0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ019912(NAD 83)
 QA0396_MARKER: DB = BENCH MARK DISK
 QA0396_SETTING: 80 = SET IN A BOULDER
 QA0396_SP_SET: BOULDER
 QA0396_STAMPING: G 230 1960
 QA0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0396+STABILITY: SURFACE MOTION
 QA0396
 QA0396  HISTORY     - Date     Condition        Report By
 QA0396  HISTORY     - 1960     MONUMENTED       CGS
 QA0396
 QA0396                          STATION DESCRIPTION
 QA0396
 QA0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0396'16.3 MI S FROM DEADWOOD DAM.
 QA0396'16.3 MILES SOUTH ALONG DEADWOOD ROAD FROM THE WEST END OF DEADWOOD
 QA0396'DAM, 0.35 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING TO SCOTT
 QA0396'MOUNTAIN LOOKOUT, 155 FEET NORTH-NORTHWEST OF THE CENTER OF A CURVE,
 QA0396'IN TOP OF A 5-BY 11-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 5 FEET
 QA0396'ABOVE THE GROUND, 49 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 QA0396'ROAD, 3.3 FEET EAST-SOUTHEAST OF A WITNESS POST, AND ABOUT 4 FEET
 QA0396'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0411 ***********************************************************************
 QA0411  DESIGNATION -  G 231
 QA0411  PID         -  QA0411
 QA0411  STATE/COUNTY-  ID/VALLEY
 QA0411  USGS QUAD   -  SCOTT CREEK (1972)
 QA0411
 QA0411                         *CURRENT SURVEY CONTROL
 QA0411  ___________________________________________________________________
 QA0411* NAD 83(1986)-  44 14 39.     (N)    115 41 20.     (W)     SCALED    
 QA0411* NAVD 88     -      1810.957  (meters)    5941.45   (feet)  ADJUSTED  
 QA0411  ___________________________________________________________________
 QA0411  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 QA0411  DYNAMIC HT  -        1809.964 (meters)    5938.19  (feet)  COMP
 QA0411  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 QA0411
 QA0411  VERT ORDER  -  SECOND    CLASS 0
 QA0411
 QA0411.The horizontal coordinates were scaled from a topographic map and have
 QA0411.an estimated accuracy of +/- 6 seconds.
 QA0411
 QA0411.The orthometric height was determined by differential leveling
 QA0411.and adjusted by the National Geodetic Survey in June 1991..
 QA0411
 QA0411.The geoid height was determined by GEOID03.
 QA0411
 QA0411.The dynamic height is computed by dividing the NAVD 88
 QA0411.geopotential number by the normal gravity value computed on the
 QA0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0411.degrees latitude (g = 980.6199 gals.).
 QA0411
 QA0411.The modeled gravity was interpolated from observed gravity values.
 QA0411
 QA0411;                    North         East    Units  Estimated Accuracy
 QA0411;SPC ID W     -   286,320.      804,880.      MT  (+/- 180 meters Scaled)
 QA0411
 QA0411                          SUPERSEDED SURVEY CONTROL
 QA0411
 QA0411  NGVD 29 (??/??/92) 1809.718  (m)         5937.38   (f) ADJ UNCH    2 0
 QA0411
 QA0411.Superseded values are not recommended for survey control.
 QA0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0411.See file dsdata.txt to determine how the superseded data were derived.
 QA0411
 QA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ046998(NAD 83)
 QA0411_MARKER: DB = BENCH MARK DISK
 QA0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0411_STAMPING: G 231 1960
 QA0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0411+STABILITY: SURFACE MOTION
 QA0411
 QA0411  HISTORY     - Date     Condition        Report By
 QA0411  HISTORY     - 1960     MONUMENTED       CGS
 QA0411
 QA0411                          STATION DESCRIPTION
 QA0411
 QA0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0411'5.4 MI S FROM DEADWOOD DAM.
 QA0411'5.4 MILES SOUTH ALONG DEADWOOD ROAD FROM THE WEST END OF DEADWOOD DAM,
 QA0411'AT THE SUMMIT OF A GRADE, AT THE CENTER AND ON THE OUTSIDE OF A
 QA0411'HORSESHOE CURVE, 14 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.4
 QA0411'FEET SOUTH OF AN 8-INCH POST SUPPORTING A SIX MILES CR. -NINE MILE CR.
 QA0411'SIGN, 2.4 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 QA0411'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 QA0411'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0564 ***********************************************************************
 OX0564  DESIGNATION -  G 231 1
 OX0564  PID         -  OX0564
 OX0564  STATE/COUNTY-  ID/JEFFERSON
 OX0564  USGS QUAD   -  HEISE (1979)
 OX0564
 OX0564                         *CURRENT SURVEY CONTROL
 OX0564  ___________________________________________________________________
 OX0564* NAD 83(1986)-  43 39 00.     (N)    111 44 44.     (W)     SCALED    
 OX0564* NAVD 88     -      1514.618  (meters)    4969.21   (feet)  ADJUSTED  
 OX0564  ___________________________________________________________________
 OX0564  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 OX0564  DYNAMIC HT  -        1513.819 (meters)    4966.59  (feet)  COMP
 OX0564  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 OX0564
 OX0564  VERT ORDER  -  SECOND    CLASS 0
 OX0564
 OX0564.The horizontal coordinates were scaled from a topographic map and have
 OX0564.an estimated accuracy of +/- 6 seconds.
 OX0564
 OX0564.The orthometric height was determined by differential leveling
 OX0564.and adjusted by the National Geodetic Survey in June 1991..
 OX0564
 OX0564.The geoid height was determined by GEOID03.
 OX0564
 OX0564.The dynamic height is computed by dividing the NAVD 88
 OX0564.geopotential number by the normal gravity value computed on the
 OX0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0564.degrees latitude (g = 980.6199 gals.).
 OX0564
 OX0564.The modeled gravity was interpolated from observed gravity values.
 OX0564
 OX0564;                    North         East    Units  Estimated Accuracy
 OX0564;SPC ID E     -   220,400.      233,970.      MT  (+/- 180 meters Scaled)
 OX0564
 OX0564                          SUPERSEDED SURVEY CONTROL
 OX0564
 OX0564  NGVD 29 (??/??/92) 1513.519  (m)         4965.60   (f) ADJ UNCH    2 0
 OX0564
 OX0564.Superseded values are not recommended for survey control.
 OX0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0564.See file dsdata.txt to determine how the superseded data were derived.
 OX0564
 OX0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP398332(NAD 83)
 OX0564_MARKER: S = SPIKE
 OX0564_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0564_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0564
 OX0564  HISTORY     - Date     Condition        Report By
 OX0564  HISTORY     - UNK      MONUMENTED       DOD
 OX0564  HISTORY     - 1945     GOOD             NGS
 OX0564
 OX0564                          STATION DESCRIPTION
 OX0564
 OX0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0564'4.5 MI NW FROM POPLAR.
 OX0564'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR, 1.0
 OX0564'MILE WEST, 0.2 MILE NORTH, 0.2 MILE WEST, 0.2 MILE NORTH 0.8 MILE
 OX0564'WEST, 0.2 MILE NORTHWEST, SET ON OUTSIDE OF CURVE WITH TANGENTS
 OX0564'LEADING SOUTHEAST AND NORTH, 29 FEET WEST OF CENTER-LINE OF ROAD, 7.5
 OX0564'FEET EAST OF REA POLE NO. E 25-5, 7 FEET NORTHEAST OF THE NORTH GATE
 OX0564'POST.  A USE SPIKE CEMENTED IN A 2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0434 ***********************************************************************
 PY0434  DESIGNATION -  G 232
 PY0434  PID         -  PY0434
 PY0434  STATE/COUNTY-  ID/FREMONT
 PY0434  USGS QUAD   -  ISLAND PARK (1964)
 PY0434
 PY0434                         *CURRENT SURVEY CONTROL
 PY0434  ___________________________________________________________________
 PY0434* NAD 83(1986)-  44 26 27.     (N)    111 20 18.     (W)     SCALED    
 PY0434* NAVD 88     -      1920.666  (meters)    6301.39   (feet)  POSTED    
 PY0434  ___________________________________________________________________
 PY0434  GEOID HEIGHT-          -9.40  (meters)                     GEOID03
 PY0434  DYNAMIC HT  -        1919.590 (meters)    6297.85  (feet)  COMP
 PY0434  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 PY0434
 PY0434  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0434
 PY0434.The horizontal coordinates were scaled from a topographic map and have
 PY0434.an estimated accuracy of +/- 6 seconds.
 PY0434
 PY0434.The orthometric height was determined by differential leveling
 PY0434.and adjusted by the National Geodetic Survey in 1992..
 PY0434.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0434.rate of 1.1 thru 2.0 mm/km.
 PY0434
 PY0434.The geoid height was determined by GEOID03.
 PY0434
 PY0434.The dynamic height is computed by dividing the NAVD 88
 PY0434.geopotential number by the normal gravity value computed on the
 PY0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0434.degrees latitude (g = 980.6199 gals.).
 PY0434
 PY0434.The modeled gravity was interpolated from observed gravity values.
 PY0434
 PY0434;                    North         East    Units  Estimated Accuracy
 PY0434;SPC ID E     -   308,510.      265,940.      MT  (+/- 180 meters Scaled)
 PY0434
 PY0434                          SUPERSEDED SURVEY CONTROL
 PY0434
 PY0434  NGVD 29 (??/??/92) 1919.386  (m)         6297.19   (f) ADJ UNCH    1 2
 PY0434
 PY0434.Superseded values are not recommended for survey control.
 PY0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0434.See file dsdata.txt to determine how the superseded data were derived.
 PY0434
 PY0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ730208(NAD 83)
 PY0434_MARKER: DB = BENCH MARK DISK
 PY0434_SETTING: 66 = SET IN ROCK OUTCROP
 PY0434_SP_SET: SANDSTONE CUT
 PY0434_STAMPING: G 232 1960
 PY0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0434+STABILITY: POSITION/ELEVATION WELL
 PY0434
 PY0434  HISTORY     - Date     Condition        Report By
 PY0434  HISTORY     - 1960     MONUMENTED       CGS
 PY0434  HISTORY     - 1967     GOOD             NGS
 PY0434
 PY0434                          STATION DESCRIPTION
 PY0434
 PY0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0434'6.8 MI SW FROM BIG SPRINGS.
 PY0434'6.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0434'AT BIG SPRINGS, 1 3/4 POLES SOUTH OF MILEPOST 84, 4 1/2 RAILS NORTH OF
 PY0434'THE SOUTH END OF A CUT, SET VERTICALLY IN THE WEST FACE OF A SANDSTONE
 PY0434'CUT, 7.2 FEET EAST OF THE EAST RAIL, 1 1/2 FEET HIGHER THAN THE TRACK,
 PY0434'AND ABOUT 3 FEET HIGHER THAN THE GROUND.
 PY0434
 PY0434                          STATION RECOVERY (1967)
 PY0434
 PY0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0606 ***********************************************************************
 OX0606  DESIGNATION -  G 232 A
 OX0606  PID         -  OX0606
 OX0606  STATE/COUNTY-  ID/JEFFERSON
 OX0606  USGS QUAD   -  RIGBY (1979)
 OX0606
 OX0606                         *CURRENT SURVEY CONTROL
 OX0606  ___________________________________________________________________
 OX0606* NAD 83(1986)-  43 44 58.     (N)    111 59 01.     (W)     SCALED    
 OX0606* NAVD 88     -      1463.497  (meters)    4801.49   (feet)  ADJUSTED  
 OX0606  ___________________________________________________________________
 OX0606  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 OX0606  DYNAMIC HT  -        1462.741 (meters)    4799.01  (feet)  COMP
 OX0606  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 OX0606
 OX0606  VERT ORDER  -  SECOND    CLASS 0
 OX0606
 OX0606.The horizontal coordinates were scaled from a topographic map and have
 OX0606.an estimated accuracy of +/- 6 seconds.
 OX0606
 OX0606.The orthometric height was determined by differential leveling
 OX0606.and adjusted by the National Geodetic Survey in June 1991..
 OX0606
 OX0606.The geoid height was determined by GEOID03.
 OX0606
 OX0606.The dynamic height is computed by dividing the NAVD 88
 OX0606.geopotential number by the normal gravity value computed on the
 OX0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0606.degrees latitude (g = 980.6199 gals.).
 OX0606
 OX0606.The modeled gravity was interpolated from observed gravity values.
 OX0606
 OX0606;                    North         East    Units  Estimated Accuracy
 OX0606;SPC ID E     -   231,370.      214,740.      MT  (+/- 180 meters Scaled)
 OX0606
 OX0606                          SUPERSEDED SURVEY CONTROL
 OX0606
 OX0606  NGVD 29 (??/??/92) 1462.403  (m)         4797.90   (f) ADJ UNCH    2 0
 OX0606
 OX0606.Superseded values are not recommended for survey control.
 OX0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0606.See file dsdata.txt to determine how the superseded data were derived.
 OX0606
 OX0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP208445(NAD 83)
 OX0606_MARKER: S = SPIKE
 OX0606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0606_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0606
 OX0606  HISTORY     - Date     Condition        Report By
 OX0606  HISTORY     - UNK      MONUMENTED       DOD
 OX0606  HISTORY     - 1945     GOOD             NGS
 OX0606
 OX0606                          STATION DESCRIPTION
 OX0606
 OX0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0606'8.3 MI NW FROM LORENZO.
 OX0606'1.8 MILES WEST ALONG COUNTY ROAD FROM THE POST OFFICE AT LORENZO,
 OX0606'THENCE 1.0 MILE NORTH, 1.0 MILE WEST, 0.2 MILE NORTH, 0.6 MILE WEST,
 OX0606'0.2 MILE NORTH, 0.5 MILE WEST, 0.5 MILE SOUTH, 2.0 MILES WEST AND 0.5
 OX0606'MILE NORTH, 20.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF TRACK AND AT
 OX0606'THE SOUTHWEST END OF BRIDGE NO. 12.56, 20 FEET WEST OF A POINT ON
 OX0606'CENTER LINE OF ROAD LEADING SOUTH, 10 FEET SOUTHWEST OF CORNER FENCE
 OX0606'POST.  A USE SPIKE CEMENTED IN A 2-INCH IRON PIPE AND ABOUT LEVEL WITH
 OX0606'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0607 ***********************************************************************
 OX0607  DESIGNATION -  G 232 B
 OX0607  PID         -  OX0607
 OX0607  STATE/COUNTY-  ID/MADISON
 OX0607  USGS QUAD   -  MENAN BUTTES (1979)
 OX0607
 OX0607                         *CURRENT SURVEY CONTROL
 OX0607  ___________________________________________________________________
 OX0607* NAD 83(1986)-  43 45 14.     (N)    111 58 48.     (W)     SCALED    
 OX0607* NAVD 88     -      1467.968  (meters)    4816.16   (feet)  ADJUSTED  
 OX0607  ___________________________________________________________________
 OX0607  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 OX0607  DYNAMIC HT  -        1467.210 (meters)    4813.67  (feet)  COMP
 OX0607  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 OX0607
 OX0607  VERT ORDER  -  SECOND    CLASS 0
 OX0607
 OX0607.The horizontal coordinates were scaled from a topographic map and have
 OX0607.an estimated accuracy of +/- 6 seconds.
 OX0607
 OX0607.The orthometric height was determined by differential leveling
 OX0607.and adjusted by the National Geodetic Survey in June 1991..
 OX0607
 OX0607.The geoid height was determined by GEOID03.
 OX0607
 OX0607.The dynamic height is computed by dividing the NAVD 88
 OX0607.geopotential number by the normal gravity value computed on the
 OX0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0607.degrees latitude (g = 980.6199 gals.).
 OX0607
 OX0607.The modeled gravity was interpolated from observed gravity values.
 OX0607
 OX0607;                    North         East    Units  Estimated Accuracy
 OX0607;SPC ID E     -   231,870.      215,030.      MT  (+/- 180 meters Scaled)
 OX0607
 OX0607                          SUPERSEDED SURVEY CONTROL
 OX0607
 OX0607  NGVD 29 (??/??/92) 1466.872  (m)         4812.56   (f) ADJ UNCH    2 0
 OX0607
 OX0607.Superseded values are not recommended for survey control.
 OX0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0607.See file dsdata.txt to determine how the superseded data were derived.
 OX0607
 OX0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP211450(NAD 83)
 OX0607_MARKER: DD = SURVEY DISK
 OX0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0607_STAMPING: G 232-B 1944
 OX0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0607+STABILITY: SURFACE MOTION
 OX0607
 OX0607  HISTORY     - Date     Condition        Report By
 OX0607  HISTORY     - 1944     MONUMENTED       DOD
 OX0607  HISTORY     - 1945     GOOD             NGS
 OX0607
 OX0607                          STATION DESCRIPTION
 OX0607
 OX0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0607'8.6 MI NW FROM LORENZO.
 OX0607'1.8 MILES WEST ALONG COUNTY ROAD FROM POST OFFICE AT LORENZO, THENCE
 OX0607'1.0 MILE NORTH, 1.0 MILE WEST, 0.2 MILE NORTH, 0.6 MILE WEST, 0.2 MILE
 OX0607'NORTH, 0.5 MILE WEST, 0.5 MILE SOUTH, 2.0 MILES WEST, 0.5 MILE NORTH
 OX0607'AND 0.3 MILE NORTHEAST ALONG RAILROAD, ABOUT 125 FEET SOUTHWEST OF A
 OX0607'ROAD CROSSING, 19.2 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK, 1 FOOT
 OX0607'SOUTHEAST OF REFERENCE POST.  A USE BRONZE BENCH MARK DISK SET IN TOP
 OX0607'OF CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0023 ***********************************************************************
 QA0023  DESIGNATION -  G 233
 QA0023  PID         -  QA0023
 QA0023  STATE/COUNTY-  ID/CUSTER
 QA0023  USGS QUAD   -  PATS CREEK (1989)
 QA0023
 QA0023                         *CURRENT SURVEY CONTROL
 QA0023  ___________________________________________________________________
 QA0023* NAD 83(1986)-  44 30 44.     (N)    114 22 16.     (W)     SCALED    
 QA0023* NAVD 88     -      2019.732  (meters)    6626.40   (feet)  ADJUSTED  
 QA0023  ___________________________________________________________________
 QA0023  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 QA0023  DYNAMIC HT  -        2018.532 (meters)    6622.47  (feet)  COMP
 QA0023  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 QA0023
 QA0023  VERT ORDER  -  SECOND    CLASS 0
 QA0023
 QA0023.The horizontal coordinates were scaled from a topographic map and have
 QA0023.an estimated accuracy of +/- 6 seconds.
 QA0023
 QA0023.The orthometric height was determined by differential leveling
 QA0023.and adjusted by the National Geodetic Survey in June 1991..
 QA0023
 QA0023.The geoid height was determined by GEOID03.
 QA0023
 QA0023.The dynamic height is computed by dividing the NAVD 88
 QA0023.geopotential number by the normal gravity value computed on the
 QA0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0023.degrees latitude (g = 980.6199 gals.).
 QA0023
 QA0023.The modeled gravity was interpolated from observed gravity values.
 QA0023
 QA0023;                    North         East    Units  Estimated Accuracy
 QA0023;SPC ID C     -   316,180.      470,490.      MT  (+/- 180 meters Scaled)
 QA0023
 QA0023                          SUPERSEDED SURVEY CONTROL
 QA0023
 QA0023  NGVD 29 (??/??/92) 2018.401  (m)         6622.04   (f) ADJ UNCH    2 0
 QA0023
 QA0023.Superseded values are not recommended for survey control.
 QA0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0023.See file dsdata.txt to determine how the superseded data were derived.
 QA0023
 QA0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK089321(NAD 83)
 QA0023_MARKER: DB = BENCH MARK DISK
 QA0023_SETTING: 80 = SET IN A BOULDER
 QA0023_STAMPING: G 233 1960
 QA0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0023+STABILITY: SURFACE MOTION
 QA0023
 QA0023  HISTORY     - Date     Condition        Report By
 QA0023  HISTORY     - 1960     MONUMENTED       CGS
 QA0023
 QA0023                          STATION DESCRIPTION
 QA0023
 QA0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0023'9.3 MI W FROM CHALLIS.
 QA0023'9.3 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0023'AT CHALLIS, ON THE OUTSIDE OF A CURVE, ABOUT MIDWAY BETWEEN TWO SHARP
 QA0023'CURVES, IN TOP OF A 2-BY 3 1/2-FOOT BOULDER WHICH PROJECTS ABOUT 1
 QA0023'FOOT ABOVE THE GROUND, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 QA0023'29 1/2 FEET EAST-NORTHEAST OF THE CENTER OF THE NORTHEAST END OF A
 QA0023'12-INCH PIPE CULVERT, 2.8 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT
 QA0023'3 1/2 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0155 ***********************************************************************
 QA0155  DESIGNATION -  G 234
 QA0155  PID         -  QA0155
 QA0155  STATE/COUNTY-  ID/CUSTER
 QA0155  USGS QUAD   -  CUSTER (1963)
 QA0155
 QA0155                         *CURRENT SURVEY CONTROL
 QA0155  ___________________________________________________________________
 QA0155* NAD 83(1986)-  44 23 35.     (N)    114 40 57.     (W)     SCALED    
 QA0155* NAVD 88     -      1991.036  (meters)    6532.26   (feet)  ADJUSTED  
 QA0155  ___________________________________________________________________
 QA0155  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 QA0155  DYNAMIC HT  -        1989.834 (meters)    6528.31  (feet)  COMP
 QA0155  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 QA0155
 QA0155  VERT ORDER  -  SECOND    CLASS 0
 QA0155
 QA0155.The horizontal coordinates were scaled from a topographic map and have
 QA0155.an estimated accuracy of +/- 6 seconds.
 QA0155
 QA0155.The orthometric height was determined by differential leveling
 QA0155.and adjusted by the National Geodetic Survey in June 1991..
 QA0155
 QA0155.The geoid height was determined by GEOID03.
 QA0155
 QA0155.The dynamic height is computed by dividing the NAVD 88
 QA0155.geopotential number by the normal gravity value computed on the
 QA0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0155.degrees latitude (g = 980.6199 gals.).
 QA0155
 QA0155.The modeled gravity was interpolated from observed gravity values.
 QA0155
 QA0155;                    North         East    Units  Estimated Accuracy
 QA0155;SPC ID C     -   303,090.      445,630.      MT  (+/- 180 meters Scaled)
 QA0155
 QA0155                          SUPERSEDED SURVEY CONTROL
 QA0155
 QA0155  NGVD 29 (??/??/92) 1989.703  (m)         6527.88   (f) ADJ UNCH    2 0
 QA0155
 QA0155.Superseded values are not recommended for survey control.
 QA0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0155.See file dsdata.txt to determine how the superseded data were derived.
 QA0155
 QA0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK845181(NAD 83)
 QA0155_MARKER: DB = BENCH MARK DISK
 QA0155_SETTING: 66 = SET IN ROCK OUTCROP
 QA0155_SP_SET: ROCK OUTCROP
 QA0155_STAMPING: G 234 1960
 QA0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0155+STABILITY: POSITION/ELEVATION WELL
 QA0155
 QA0155  HISTORY     - Date     Condition        Report By
 QA0155  HISTORY     - 1960     MONUMENTED       CGS
 QA0155
 QA0155                          STATION DESCRIPTION
 QA0155
 QA0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0155'11.2 MI N FROM SUNBEAM.
 QA0155'11.2 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AND STORE AT
 QA0155'SUNBEAM, 0.24 MILE NORTHEAST OF SWIFT GULCH, 0.2 MILE SOUTHWEST OF THE
 QA0155'SOUTHWEST ENTRANCE ROAD TO CUSTER CAMPGROUND, ON THE OUTSIDE OF A
 QA0155'CURVE, IN TOP OF A 4-BY 6 1/2-FOOT ROCK OUTCROP WHICH PROJECTS ABOUT 2
 QA0155'FEET ABOVE THE GROUND, 28 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 QA0155'ROAD, 1.9 FEET SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 QA0155'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0498 ***********************************************************************
 PY0498  DESIGNATION -  G 235
 PY0498  PID         -  PY0498
 PY0498  STATE/COUNTY-  ID/FREMONT
 PY0498  USGS QUAD   -  ISLAND PARK (1964)
 PY0498
 PY0498                         *CURRENT SURVEY CONTROL
 PY0498  ___________________________________________________________________
 PY0498* NAD 83(1986)-  44 24 30.     (N)    111 22 31.     (W)     SCALED    
 PY0498* NAVD 88     -      1915.508  (meters)    6284.46   (feet)  POSTED    
 PY0498  ___________________________________________________________________
 PY0498  GEOID HEIGHT-          -9.53  (meters)                     GEOID03
 PY0498  DYNAMIC HT  -        1914.430 (meters)    6280.93  (feet)  COMP
 PY0498  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 PY0498
 PY0498  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0498
 PY0498.The horizontal coordinates were scaled from a topographic map and have
 PY0498.an estimated accuracy of +/- 6 seconds.
 PY0498
 PY0498.The orthometric height was determined by differential leveling
 PY0498.and adjusted by the National Geodetic Survey in 1992..
 PY0498.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0498.rate of 3.1 thru 4.0 mm/km.
 PY0498
 PY0498.The geoid height was determined by GEOID03.
 PY0498
 PY0498.The dynamic height is computed by dividing the NAVD 88
 PY0498.geopotential number by the normal gravity value computed on the
 PY0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0498.degrees latitude (g = 980.6199 gals.).
 PY0498
 PY0498.The modeled gravity was interpolated from observed gravity values.
 PY0498
 PY0498;                    North         East    Units  Estimated Accuracy
 PY0498;SPC ID E     -   304,870.      263,030.      MT  (+/- 180 meters Scaled)
 PY0498
 PY0498                          SUPERSEDED SURVEY CONTROL
 PY0498
 PY0498  NGVD 29 (??/??/92) 1914.276  (m)         6280.42   (f) ADJ UNCH    2 0
 PY0498
 PY0498.Superseded values are not recommended for survey control.
 PY0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0498.See file dsdata.txt to determine how the superseded data were derived.
 PY0498
 PY0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ701172(NAD 83)
 PY0498_MARKER: DD = SURVEY DISK
 PY0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0498_STAMPING: G 235 1946
 PY0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0498+STABILITY: SURFACE MOTION
 PY0498
 PY0498  HISTORY     - Date     Condition        Report By
 PY0498  HISTORY     - 1946     MONUMENTED       DOD
 PY0498  HISTORY     - 1963     MARK NOT FOUND   NGS
 PY0498
 PY0498                          STATION DESCRIPTION
 PY0498
 PY0498'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0498'35.2 MI N FROM ASHTON.
 PY0498'35.2 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0498'3.5 MILES NORTHEAST OF LAST CHANCE LODGE, 400 FEET SOUTH OF S-CURVE
 PY0498'SIGN, 27 FEET SOUTHWEST OF THE HIGHWAY, AND 3 FEET NORTHWEST OF A
 PY0498'WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 PY0498'DISK, STAMPED G 235 146 AND SET IN THE TOP OF A CONCRETE POST
 PY0498'PROJECTING 0.4 FOOT ABOVE GROUND.
 PY0498
 PY0498                          STATION RECOVERY (1963)
 PY0498
 PY0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 PY0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0250 ***********************************************************************
 RZ0250  DESIGNATION -  G 24
 RZ0250  PID         -  RZ0250
 RZ0250  STATE/COUNTY-  ID/LEWIS
 RZ0250  USGS QUAD   -  REUBENS (1984)
 RZ0250
 RZ0250                         *CURRENT SURVEY CONTROL
 RZ0250  ___________________________________________________________________
 RZ0250* NAD 83(1986)-  46 18 22.     (N)    116 36 43.     (W)     SCALED    
 RZ0250* NAVD 88     -      1139.313  (meters)    3737.90   (feet)  ADJUSTED  
 RZ0250  ___________________________________________________________________
 RZ0250  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 RZ0250  DYNAMIC HT  -        1139.149 (meters)    3737.36  (feet)  COMP
 RZ0250  MODELED GRAV-     980,431.0   (mgal)                       NAVD 88
 RZ0250
 RZ0250  VERT ORDER  -  FIRST     CLASS II
 RZ0250
 RZ0250.The horizontal coordinates were scaled from a topographic map and have
 RZ0250.an estimated accuracy of +/- 6 seconds.
 RZ0250
 RZ0250.The orthometric height was determined by differential leveling
 RZ0250.and adjusted by the National Geodetic Survey in June 1991..
 RZ0250
 RZ0250.The geoid height was determined by GEOID03.
 RZ0250
 RZ0250.The dynamic height is computed by dividing the NAVD 88
 RZ0250.geopotential number by the normal gravity value computed on the
 RZ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0250.degrees latitude (g = 980.6199 gals.).
 RZ0250
 RZ0250.The modeled gravity was interpolated from observed gravity values.
 RZ0250
 RZ0250;                    North         East    Units  Estimated Accuracy
 RZ0250;SPC ID W     -   515,830.      733,610.      MT  (+/- 180 meters Scaled)
 RZ0250
 RZ0250                          SUPERSEDED SURVEY CONTROL
 RZ0250
 RZ0250  NGVD 29 (??/??/92) 1138.258  (m)         3734.43   (f) ADJ UNCH    1 2
 RZ0250
 RZ0250.Superseded values are not recommended for survey control.
 RZ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0250.See file dsdata.txt to determine how the superseded data were derived.
 RZ0250
 RZ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM298281(NAD 83)
 RZ0250_MARKER: DB = BENCH MARK DISK
 RZ0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0250_SP_SET: MONUMENT
 RZ0250_STAMPING: G 24 1933
 RZ0250_MARK LOGO: CGS   
 RZ0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0250
 RZ0250  HISTORY     - Date     Condition        Report By
 RZ0250  HISTORY     - 1933     MONUMENTED       CGS
 RZ0250  HISTORY     - 1965     GOOD             NGS
 RZ0250  HISTORY     - 1982     GOOD             NGS
 RZ0250  HISTORY     - 1982     GOOD             USGS
 RZ0250
 RZ0250                          STATION DESCRIPTION
 RZ0250
 RZ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RZ0250'5.1 MI N FROM WINCHESTER.
 RZ0250'5.1 MILES NORTH ALONG A MACADAM ROAD, (FORMERLY U.S. HIGHWAY 95), FROM
 RZ0250'THE WINCHESTER POST OFFICE AT A FIELD APPROACH ON EITHER SIDE OF THE
 RZ0250'MACADAM ROAD, 96 FEET SOUTHEAST OF A TELEPHONE POLE, 76 FEET
 RZ0250'NORTH-NORTHEAST AND ACROSS THE MACADAM ROAD FROM A POWER POLE, 31 FEET
 RZ0250'NORTHEAST OF THE CENTER OF THE MACADAM ROAD, 28 FEET NORTHWEST OF THE
 RZ0250'CENTER OF A FIELD APPROACH AND 0.5 FOOT NORTHWEST OF A METAL WITNESS
 RZ0250'POST SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 RZ0250'INCHES.
 RZ0250
 RZ0250                          STATION RECOVERY (1982)
 RZ0250
 RZ0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0250'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.
 RZ0250'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 RZ0250'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RZ0250
 RZ0250                          STATION RECOVERY (1982)
 RZ0250
 RZ0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RZ0250'5.4 MILES ALONG OLD U.S. HIGHWAY 95 FROM THE CONCRETE BLOCK GARAGE AT
 RZ0250'WINCHESTER LEWIS CO. , 345 FT. NORTH OF AN 18 INCH CULVERT, 300 FT.
 RZ0250'SOUTH OF A HWY. CURVE, 32 FT. EAST OF THE CENTERLINE OF THE ROAD. 1.5
 RZ0250'FT. WEST OF A TELEPHONE LINE, AND LEVEL WITH THE ROAD SURFACE. AT THE
 RZ0250'NORTH EDGE OF AN ENTRANCE INTO A CULTIVATED FIELD. A STANDARD DISK,
 RZ0250'STAMPED 'G 24 1933' AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH
 RZ0250'GROUND SURFACE. NOTE: FARM EQUIPMENT HAS BEEN RUNNING OVER THE MARK
 RZ0250'BUT AS YET, HAS NOT DISTURBED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0009 ***********************************************************************
 RA0009  DESIGNATION -  G 25
 RA0009  PID         -  RA0009
 RA0009  STATE/COUNTY-  ID/IDAHO
 RA0009  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA0009
 RA0009                         *CURRENT SURVEY CONTROL
 RA0009  ___________________________________________________________________
 RA0009* NAD 83(1986)-  45 55 29.     (N)    116 07 53.     (W)     SCALED    
 RA0009* NAVD 88     -      1036.002  (meters)    3398.95   (feet)  ADJUSTED  
 RA0009  ___________________________________________________________________
 RA0009  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 RA0009  DYNAMIC HT  -        1035.795 (meters)    3398.27  (feet)  COMP
 RA0009  MODELED GRAV-     980,380.2   (mgal)                       NAVD 88
 RA0009
 RA0009  VERT ORDER  -  FIRST     CLASS II
 RA0009
 RA0009.The horizontal coordinates were scaled from a topographic map and have
 RA0009.an estimated accuracy of +/- 6 seconds.
 RA0009
 RA0009.The orthometric height was determined by differential leveling
 RA0009.and adjusted by the National Geodetic Survey in June 1991..
 RA0009
 RA0009.The geoid height was determined by GEOID03.
 RA0009
 RA0009.The dynamic height is computed by dividing the NAVD 88
 RA0009.geopotential number by the normal gravity value computed on the
 RA0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0009.degrees latitude (g = 980.6199 gals.).
 RA0009
 RA0009.The modeled gravity was interpolated from observed gravity values.
 RA0009
 RA0009;                    North         East    Units  Estimated Accuracy
 RA0009;SPC ID W     -   473,140.      770,420.      MT  (+/- 180 meters Scaled)
 RA0009
 RA0009                          SUPERSEDED SURVEY CONTROL
 RA0009
 RA0009  NGVD 29 (??/??/92) 1034.929  (m)         3395.43   (f) ADJ UNCH    1 2
 RA0009
 RA0009.Superseded values are not recommended for survey control.
 RA0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0009.See file dsdata.txt to determine how the superseded data were derived.
 RA0009
 RA0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL673860(NAD 83)
 RA0009_MARKER: DB = BENCH MARK DISK
 RA0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0009_SP_SET: MONUMENT
 RA0009_STAMPING: G 25 1933
 RA0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0009
 RA0009  HISTORY     - Date     Condition        Report By
 RA0009  HISTORY     - 1933     MONUMENTED       CGS
 RA0009  HISTORY     - 1965     GOOD             NGS
 RA0009
 RA0009                          STATION DESCRIPTION
 RA0009
 RA0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RA0009'IN GRANGEVILLE.
 RA0009'IN THE SOUTHWEST PART OF GRANGEVILLE, IN THE NORTHEAST CORNER OF THE
 RA0009'GROUNDS OCCUPIED BY THE IDAHO MOTEL, 57 FEET SOUTH AND ACROSS A
 RA0009'MACADAM STREET FROM THE SOUTHEAST CORNER OF POES RICHFIELD SERVICE
 RA0009'STATION, 34 FEET WEST OF THE CENTER OF E STREET, 22 FEET SOUTH OF THE
 RA0009'CENTER OF A MACADAM STREET FORMERLY U.S. HIGHWAY 95, 5 FEET NORTHWEST
 RA0009'OF A POWER POLE WITH A TRANSFORMER AND 4 FEET SOUTHWEST OF A CONCRETE
 RA0009'RIGHT-OF-WAY POST SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 RA0009'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1007 ***********************************************************************
 RA1007  DESIGNATION -  G 25 RESET
 RA1007  PID         -  RA1007
 RA1007  STATE/COUNTY-  ID/IDAHO
 RA1007  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA1007
 RA1007                         *CURRENT SURVEY CONTROL
 RA1007  ___________________________________________________________________
 RA1007* NAD 83(1986)-  45 55 30.     (N)    116 07 53.     (W)     SCALED    
 RA1007* NAVD 88     -      1036.305  (meters)    3399.94   (feet)  ADJUSTED  
 RA1007  ___________________________________________________________________
 RA1007  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 RA1007  DYNAMIC HT  -        1036.098 (meters)    3399.26  (feet)  COMP
 RA1007  MODELED GRAV-     980,380.4   (mgal)                       NAVD 88
 RA1007
 RA1007  VERT ORDER  -  FIRST     CLASS II
 RA1007
 RA1007.The horizontal coordinates were scaled from a topographic map and have
 RA1007.an estimated accuracy of +/- 6 seconds.
 RA1007
 RA1007.The orthometric height was determined by differential leveling
 RA1007.and adjusted by the National Geodetic Survey in June 1991..
 RA1007
 RA1007.The geoid height was determined by GEOID03.
 RA1007
 RA1007.The dynamic height is computed by dividing the NAVD 88
 RA1007.geopotential number by the normal gravity value computed on the
 RA1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1007.degrees latitude (g = 980.6199 gals.).
 RA1007
 RA1007.The modeled gravity was interpolated from observed gravity values.
 RA1007
 RA1007;                    North         East    Units  Estimated Accuracy
 RA1007;SPC ID W     -   473,180.      770,420.      MT  (+/- 180 meters Scaled)
 RA1007
 RA1007                          SUPERSEDED SURVEY CONTROL
 RA1007
 RA1007.No superseded survey control is available for this station.
 RA1007
 RA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL673860(NAD 83)
 RA1007_MARKER: DB = BENCH MARK DISK
 RA1007_SETTING: 0 = UNSPECIFIED SETTING
 RA1007_SP_SET: CONCRETE-FILLED PIPE
 RA1007_STAMPING: G 25 1933
 RA1007_MARK LOGO: CGS   
 RA1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA1007
 RA1007  HISTORY     - Date     Condition        Report By
 RA1007  HISTORY     - UNK      MONUMENTED       RBNF
 RA1007  HISTORY     - 1982     GOOD             NGS
 RA1007
 RA1007                          STATION DESCRIPTION
 RA1007
 RA1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1007'0.3 KM (0.2 MI) SW FROM GRANGEVILLE.
 RA1007'0.25 KM (0.15 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE T-JUNCTION OF
 RA1007'STATE HIGHWAY 13 IN GRANGEVILLE, THENCE 0.1 KM (0.05 MI) EAST ALONG
 RA1007'SOUTH FIRST STREET, IN THE TOP CENTER OF A CONCRETE-FILLED 6-INCH IRON
 RA1007'SEWER PIPE PROJECTING 8 INCHES, ON THE SOUTHWEST CORNER OF THE
 RA1007'T-JUNCTION OF E STREET, 3.65 METERS (12 FT) SOUTH OF THE SOUTH CURB OF
 RA1007'FIRST STREET, 12.9 METERS (42.5 FT) NORTHEAST OF THE EAST CORNER OF
 RA1007'THE IDAHO MOTEL OFFICE BUILDING, 5.6 METERS (18.5 FT) WEST OF THE WEST
 RA1007'CURB OF E STREET, 1.4 METERS (4.5 FT) SOUTH OF A POWER POLE.
 RA1007'NOTE--THE ORIGINAL BM, G 25, WAS DESCRIBED PREVIOUSLY AS BEING IN TOP
 RA1007'OF A CONCRETE POST.  SIDEWALKS WERE PUT IN AT DESCRIBED MEASUREMENTS.
 RA1007'BELIEVED DISK WAS RESET ALTHOUGH NOT STAMPED AS SUCH.
 RA1007'THE MARK IS ABOVE LEVEL WITH FIRST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0650 ***********************************************************************
 NV0650  DESIGNATION -  G 251
 NV0650  PID         -  NV0650
 NV0650  STATE/COUNTY-  ID/OWYHEE
 NV0650  USGS QUAD   -  AUSTIN BUTTE (1980)
 NV0650
 NV0650                         *CURRENT SURVEY CONTROL
 NV0650  ___________________________________________________________________
 NV0650* NAD 83(1986)-  42 37 19.     (N)    115 44 44.     (W)     SCALED    
 NV0650* NAVD 88     -      1135.329  (meters)    3724.83   (feet)  ADJUSTED  
 NV0650  ___________________________________________________________________
 NV0650  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 NV0650  DYNAMIC HT  -        1134.712 (meters)    3722.80  (feet)  COMP
 NV0650  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 NV0650
 NV0650  VERT ORDER  -  SECOND    CLASS 0
 NV0650
 NV0650.The horizontal coordinates were scaled from a topographic map and have
 NV0650.an estimated accuracy of +/- 6 seconds.
 NV0650
 NV0650.The orthometric height was determined by differential leveling
 NV0650.and adjusted by the National Geodetic Survey in June 1991..
 NV0650
 NV0650.The geoid height was determined by GEOID03.
 NV0650
 NV0650.The dynamic height is computed by dividing the NAVD 88
 NV0650.geopotential number by the normal gravity value computed on the
 NV0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0650.degrees latitude (g = 980.6199 gals.).
 NV0650
 NV0650.The modeled gravity was interpolated from observed gravity values.
 NV0650
 NV0650;                    North         East    Units  Estimated Accuracy
 NV0650;SPC ID W     -   106,100.      800,370.      MT  (+/- 180 meters Scaled)
 NV0650
 NV0650                          SUPERSEDED SURVEY CONTROL
 NV0650
 NV0650  NGVD 29 (??/??/92) 1134.357  (m)         3721.64   (f) ADJ UNCH    2 0
 NV0650
 NV0650.Superseded values are not recommended for survey control.
 NV0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0650.See file dsdata.txt to determine how the superseded data were derived.
 NV0650
 NV0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH028195(NAD 83)
 NV0650_MARKER: DB = BENCH MARK DISK
 NV0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0650_STAMPING: G 251 1961
 NV0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0650+STABILITY: SURFACE MOTION
 NV0650
 NV0650  HISTORY     - Date     Condition        Report By
 NV0650  HISTORY     - 1961     MONUMENTED       CGS
 NV0650
 NV0650                          STATION DESCRIPTION
 NV0650
 NV0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NV0650'14.9 MI SW FROM HOT SPRING.
 NV0650'13.8 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0650'BRUNEAU RIVER AT HOT SPRING, TO A CROSS-ROAD, THEN 1.1 MILES WEST
 NV0650'ALONG ROAD TO STATE HIGHWAY 51, 0.1 MILE SOUTHEAST OF A PROMINENT
 NV0650'KNOLL, 27 FEET SOUTH OF THE CENTER OF ROAD, 1.8 FEET WEST OF A WITNESS
 NV0650'POST, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6
 NV0650'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0001 ***********************************************************************
 RA0001  DESIGNATION -  G 26
 RA0001  PID         -  RA0001
 RA0001  STATE/COUNTY-  ID/IDAHO
 RA0001  USGS QUAD   -  FENN (1963)
 RA0001
 RA0001                         *CURRENT SURVEY CONTROL
 RA0001  ___________________________________________________________________
 RA0001* NAD 83(1986)-  45 57 42.     (N)    116 15 09.     (W)     SCALED    
 RA0001* NAVD 88     -       999.109  (meters)    3277.91   (feet)  ADJUSTED  
 RA0001  ___________________________________________________________________
 RA0001  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 RA0001  DYNAMIC HT  -         998.930 (meters)    3277.32  (feet)  COMP
 RA0001  MODELED GRAV-     980,401.1   (mgal)                       NAVD 88
 RA0001
 RA0001  VERT ORDER  -  FIRST     CLASS II
 RA0001
 RA0001.The horizontal coordinates were scaled from a topographic map and have
 RA0001.an estimated accuracy of +/- 6 seconds.
 RA0001
 RA0001.The orthometric height was determined by differential leveling
 RA0001.and adjusted by the National Geodetic Survey in June 1991..
 RA0001.WARNING-Repeat measurements at this control monument indicate possible
 RA0001.vertical movement.
 RA0001
 RA0001.The geoid height was determined by GEOID03.
 RA0001
 RA0001.The dynamic height is computed by dividing the NAVD 88
 RA0001.geopotential number by the normal gravity value computed on the
 RA0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0001.degrees latitude (g = 980.6199 gals.).
 RA0001
 RA0001.The modeled gravity was interpolated from observed gravity values.
 RA0001
 RA0001;                    North         East    Units  Estimated Accuracy
 RA0001;SPC ID W     -   477,300.      761,050.      MT  (+/- 180 meters Scaled)
 RA0001
 RA0001                          SUPERSEDED SURVEY CONTROL
 RA0001
 RA0001  NGVD 29 (??/??/92)  997.992  (m)         3274.25   (f) ADJ UNCH    1 2
 RA0001
 RA0001.Superseded values are not recommended for survey control.
 RA0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0001.See file dsdata.txt to determine how the superseded data were derived.
 RA0001
 RA0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL579900(NAD 83)
 RA0001_MARKER: DB = BENCH MARK DISK
 RA0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0001_SP_SET: MONUMENT
 RA0001_STAMPING: G 26 1933
 RA0001_MARK LOGO: CGS   
 RA0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0001
 RA0001  HISTORY     - Date     Condition        Report By
 RA0001  HISTORY     - 1933     MONUMENTED       CGS
 RA0001  HISTORY     - 1965     GOOD             NGS
 RA0001  HISTORY     - 1982     GOOD             NGS
 RA0001
 RA0001                          STATION DESCRIPTION
 RA0001
 RA0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RA0001'7.15 MI NW FROM GRANGEVILLE.
 RA0001'0.35 MILE WEST ALONG STATE HIGHWAY 13, MAIN STREET, FROM THE
 RA0001'GRANGEVILLE POST OFFICE TO THE JUNCTION WITH U.S. HIGHWAY 95, THEN
 RA0001'NORTHWEST ON U.S. HIGHWAY 95 FOR 6.8 MILES TO THE MARK ON THE LEFT,
 RA0001'400 FEET WEST OF MILE POST 259, 100 FEET NORTHWEST OF THE CENTER OF A
 RA0001'DRIVEWAY ACROSS THE TRACKS, 74 FEET NORTHWEST OF A POWER POLE, 70 FEET
 RA0001'NORTHEAST OF RAILROAD MILE POST NO. 60, 49 FEET NORTH-NORTHEAST OF THE
 RA0001'NEAREST RAIL, 17 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET NORTHEAST
 RA0001'OF A RIGHT-OF-WAY FENCE AND 0.5 FOOT EAST OF A METAL WITNESS POST. SET
 RA0001'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 RA0001
 RA0001                          STATION RECOVERY (1982)
 RA0001
 RA0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0001'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.8 KM
 RA0001'(6.75 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE T-JUNCTION OF STATE
 RA0001'HIGHWAY 13 IN GRANGEVILLE, AT A PRIVATE ROAD CROSSING THE CAMAS
 RA0001'PRAIRIE RAILROAD, 0.8 KM (0.5 MI) NORTHWEST OF MILEPOST 246, 0.6 KM
 RA0001'(0.35 MI) SOUTHEAST OF THE CONCRETE GRAIN ELEVATOR AT FENN, 23.5 KM
 RA0001'(77 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 22.6 METERS (74 FT)
 RA0001'NORTHWEST OF THE WEST POLE OF A POWERLINE CROSSING THE HIGHWAY, 21.0
 RA0001'METERS (69 FT) EAST OF RAILROAD MILEPOST 60, 15.1 METERS (49.5 FT)
 RA0001'NORTHEAST OF THE NORTHEAST RAIL, 13.1 METERS (43 FT) NORTH OF THE ROAD
 RA0001'CENTER.
 RA0001'THE MARK IS 0.75 METERS  SE FROM A WITNESS POST.
 RA0001'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0024 ***********************************************************************
 NU0024  DESIGNATION -  G 261
 NU0024  PID         -  NU0024
 NU0024  STATE/COUNTY-  ID/BANNOCK
 NU0024  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU0024
 NU0024                         *CURRENT SURVEY CONTROL
 NU0024  ___________________________________________________________________
 NU0024* NAD 83(1986)-  42 46 21.     (N)    112 13 29.     (W)     SCALED    
 NU0024* NAVD 88     -      1389.527  (meters)    4558.81   (feet)  ADJUSTED  
 NU0024  ___________________________________________________________________
 NU0024  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NU0024  DYNAMIC HT  -        1388.710 (meters)    4556.13  (feet)  COMP
 NU0024  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 NU0024
 NU0024  VERT ORDER  -  FIRST     CLASS I
 NU0024
 NU0024.The horizontal coordinates were scaled from a topographic map and have
 NU0024.an estimated accuracy of +/- 6 seconds.
 NU0024
 NU0024.The orthometric height was determined by differential leveling
 NU0024.and adjusted by the National Geodetic Survey in June 1991..
 NU0024
 NU0024.The geoid height was determined by GEOID03.
 NU0024
 NU0024.The dynamic height is computed by dividing the NAVD 88
 NU0024.geopotential number by the normal gravity value computed on the
 NU0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0024.degrees latitude (g = 980.6199 gals.).
 NU0024
 NU0024.The modeled gravity was interpolated from observed gravity values.
 NU0024
 NU0024;                    North         East    Units  Estimated Accuracy
 NU0024;SPC ID E     -   122,830.      195,250.      MT  (+/- 180 meters Scaled)
 NU0024
 NU0024                          SUPERSEDED SURVEY CONTROL
 NU0024
 NU0024  NGVD 29 (??/??/92) 1388.475  (m)         4555.36   (f) ADJ UNCH    1 1
 NU0024
 NU0024.Superseded values are not recommended for survey control.
 NU0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0024.See file dsdata.txt to determine how the superseded data were derived.
 NU0024
 NU0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN998362(NAD 83)
 NU0024_MARKER: DB = BENCH MARK DISK
 NU0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0024_SP_SET: SEMAPHORE BASE
 NU0024_STAMPING: G 261 1937
 NU0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0024
 NU0024  HISTORY     - Date     Condition        Report By
 NU0024  HISTORY     - 1937     MONUMENTED       CGS
 NU0024  HISTORY     - 1960     GOOD             NGS
 NU0024  HISTORY     - 1967     GOOD             NGS
 NU0024
 NU0024                          STATION DESCRIPTION
 NU0024
 NU0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0024'2.45 MI SE FROM INKOM.
 NU0024'2.45 MILES SOUTHEASTWARD ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU0024'ABANDONDED RAILROAD STATION AT INKOM, ACROSS THE TRACKS 150 FEET
 NU0024'NORTHEAST FROM MILE POST 200, SET IN THE TOP OF A SEMAPHORE BASE, 8.8
 NU0024'FEET EAST FROM THE EAST RAIL AND 1/2 FOOT LOWER THAN THE TRACK.
 NU0024
 NU0024                          STATION RECOVERY (1967)
 NU0024
 NU0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0001 ***********************************************************************
 QB0001  DESIGNATION -  G 27
 QB0001  PID         -  QB0001
 QB0001  STATE/COUNTY-  ID/ADAMS
 QB0001  USGS QUAD   -  NEW MEADOWS (1986)
 QB0001
 QB0001                         *CURRENT SURVEY CONTROL
 QB0001  ___________________________________________________________________
 QB0001* NAD 83(1992)-  44 59 56.69557(N)    116 16 45.02426(W)     ADJUSTED  
 QB0001* NAVD 88     -      1169.377  (meters)    3836.53   (feet)  ADJUSTED  
 QB0001  ___________________________________________________________________
 QB0001  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 QB0001  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 QB0001  DYNAMIC HT  -        1168.962 (meters)    3835.17  (feet)  COMP
 QB0001  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 QB0001
 QB0001  HORZ ORDER  -  THIRD
 QB0001  VERT ORDER  -  FIRST     CLASS II
 QB0001
 QB0001.The horizontal coordinates were established by classical geodetic methods
 QB0001.and adjusted by the National Geodetic Survey in July 1992..
 QB0001
 QB0001.The orthometric height was determined by differential leveling
 QB0001.and adjusted by the National Geodetic Survey in June 1991..
 QB0001.WARNING-Repeat measurements at this control monument indicate possible
 QB0001.vertical movement.
 QB0001
 QB0001.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0001
 QB0001.The geoid height was determined by GEOID03.
 QB0001
 QB0001.The dynamic height is computed by dividing the NAVD 88
 QB0001.geopotential number by the normal gravity value computed on the
 QB0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0001.degrees latitude (g = 980.6199 gals.).
 QB0001
 QB0001.The modeled gravity was interpolated from observed gravity values.
 QB0001
 QB0001;                    North         East     Units Scale Factor Converg.
 QB0001;SPC ID W     -   370,340.394   758,278.466   MT  0.99995473   -0 22 27.1
 QB0001;UTM  11      - 4,983,101.140   556,813.071   MT  0.99963969   +0 30 34.9
 QB0001
 QB0001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0001!SPC ID W     -   0.99981907  x   0.99995473  =   0.99977381
 QB0001!UTM  11      -   0.99981907  x   0.99963969  =   0.99945883
 QB0001
 QB0001                          SUPERSEDED SURVEY CONTROL
 QB0001
 QB0001  NAD 83(1991)-  44 59 56.69743(N)    116 16 45.02546(W) AD(       ) 3
 QB0001  NGVD 29 (??/??/92) 1168.214  (m)         3832.72   (f) ADJ UNCH    1 2
 QB0001
 QB0001.Superseded values are not recommended for survey control.
 QB0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0001.See file dsdata.txt to determine how the superseded data were derived.
 QB0001
 QB0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK5681383101(NAD 83)
 QB0001_MARKER: DB = BENCH MARK DISK
 QB0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0001_STAMPING: G 27 1933
 QB0001_MARK LOGO: CGS   
 QB0001_PROJECTION: PROJECTING 30 CENTIMETERS
 QB0001_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0001+STABILITY: SURFACE MOTION
 QB0001
 QB0001  HISTORY     - Date     Condition        Report By
 QB0001  HISTORY     - 1933     MONUMENTED       CGS
 QB0001  HISTORY     - 1962     GOOD             USGS
 QB0001  HISTORY     - 1966     GOOD             NGS
 QB0001  HISTORY     - 1982     GOOD             NGS
 QB0001  HISTORY     - 20001107 GOOD             IDTD
 QB0001
 QB0001                          STATION DESCRIPTION
 QB0001
 QB0001'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 QB0001'LOCATED ABOUT 1.8 MI. N. OF NEW MEADOWS.
 QB0001'
 QB0001'TO REACH DESCRIBED IN U.S. COAST AND GEODETIC SURVEY LEVEL LINE
 QB0001'NO. 27, PAGE 24.
 QB0001'
 QB0001'STATION MARK--STANDARD USC AND GS BENCH MARK DISK STAMPED---G 27
 QB0001'1933---, AND SET IN TOP OF A CONCRETE POST.  FOUND IN GOOD CONDITION.
 QB0001
 QB0001                          STATION RECOVERY (1966)
 QB0001
 QB0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QB0001'1.9 MI N FROM NEW MEADOWS.
 QB0001'1.9 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT NEW
 QB0001'MEADOWS, 500 FEET NORTHEAST OF MILE POST NO. 167, 250 FEET EAST OF THE
 QB0001'CENTER OF THE HIGHWAY, 25 FEET WEST OF A T FENCE CORNER AND 1 FOOT
 QB0001'NORTH OF A METAL WITNESS POST THAT IS SET IN AN EAST-WEST FENCE LINE.
 QB0001'THE DISK IS SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 QB0001'INCHES.
 QB0001
 QB0001                          STATION RECOVERY (1982)
 QB0001
 QB0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QB0001'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.1 KM
 QB0001'(1.95 MI) NORTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0001'55 AT NEW MEADOWS,  0.3 KM (0.2 MI) NORTH OF A BRIDGE OVER A CREEK,
 QB0001'0.2 KM (0.13 MI) SOUTH OF MILEPOST 163, 76.2 METERS (250 FT) EAST OF
 QB0001'THE HIGHWAY CENTERLINE, 7.6 METERS (25 FT) WEST OF A T-JUNCTION FENCE
 QB0001'POST, 0.3 METER (1.0 FT) NORTH OF THE EAST-WEST FENCE.
 QB0001'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QB0001'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 QB0001
 QB0001                          STATION RECOVERY (2000)
 QB0001
 QB0001'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 QB0001'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT MARK IS NOW 105.0
 QB0001'M (344.5 FT) EAST OF THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0401 ***********************************************************************
 QB0401  DESIGNATION -  G 28
 QB0401  PID         -  QB0401
 QB0401  STATE/COUNTY-  ID/ADAMS
 QB0401  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0401
 QB0401                         *CURRENT SURVEY CONTROL
 QB0401  ___________________________________________________________________
 QB0401* NAD 83(1986)-  44 35 04.     (N)    116 31 15.     (W)     SCALED    
 QB0401* NAVD 88     -       849.465  (meters)    2786.95   (feet)  ADJUSTED  
 QB0401  ___________________________________________________________________
 QB0401  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 QB0401  DYNAMIC HT  -         849.210 (meters)    2786.12  (feet)  COMP
 QB0401  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 QB0401
 QB0401  VERT ORDER  -  FIRST     CLASS II
 QB0401
 QB0401.The horizontal coordinates were scaled from a topographic map and have
 QB0401.an estimated accuracy of +/- 6 seconds.
 QB0401
 QB0401.The orthometric height was determined by differential leveling
 QB0401.and adjusted by the National Geodetic Survey in June 1991..
 QB0401
 QB0401.The geoid height was determined by GEOID03.
 QB0401
 QB0401.The dynamic height is computed by dividing the NAVD 88
 QB0401.geopotential number by the normal gravity value computed on the
 QB0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0401.degrees latitude (g = 980.6199 gals.).
 QB0401
 QB0401.The modeled gravity was interpolated from observed gravity values.
 QB0401
 QB0401;                    North         East    Units  Estimated Accuracy
 QB0401;SPC ID W     -   324,420.      738,790.      MT  (+/- 180 meters Scaled)
 QB0401
 QB0401                          SUPERSEDED SURVEY CONTROL
 QB0401
 QB0401  NGVD 29 (??/??/92)  848.419  (m)         2783.52   (f) ADJ UNCH    1 2
 QB0401
 QB0401.Superseded values are not recommended for survey control.
 QB0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0401.See file dsdata.txt to determine how the superseded data were derived.
 QB0401
 QB0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK380369(NAD 83)
 QB0401_MARKER: DB = BENCH MARK DISK
 QB0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0401_STAMPING: G 28 1933
 QB0401_MARK LOGO: CGS   
 QB0401_PROJECTION: PROJECTING 20 CENTIMETERS
 QB0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0401+STABILITY: SURFACE MOTION
 QB0401
 QB0401  HISTORY     - Date     Condition        Report By
 QB0401  HISTORY     - 1933     MONUMENTED       CGS
 QB0401  HISTORY     - 1967     GOOD             NGS
 QB0401  HISTORY     - 1983     GOOD             NGS
 QB0401
 QB0401                          STATION DESCRIPTION
 QB0401
 QB0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0401'8.3 MI E FROM CAMBRIDGE.
 QB0401'8.3 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0401'CAMBRIDGE, 0.55 MILE NORTHEAST OF THE WASHINGTON-ADAMS COUNTY LINE,
 QB0401'0.2 MILE SOUTHWEST OF MILE POST NO. 126, 150 FEET SOUTHWEST OF THE
 QB0401'SOUTHWEST CORNER OF A DWELLING, 150 FEET NORTHEAST OF A CONCRETE BOX
 QB0401'CULVERT, 75 FEET EAST OF THE CENTER OF A PRIVATE DRIVEWAY, 41 FEET
 QB0401'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE
 QB0401'RIGHT-OF-WAY FENCE, 0.5 FOOT WEST OF A METAL WITNESS POST AND 1 FOOT
 QB0401'BELOW THE LEVEL OF THE HIGHWAY SET IN A 10-INCH SQUARE CONCRETE
 QB0401'MONUMENT THAT PROJECTS 6 INCHES.
 QB0401
 QB0401                          STATION RECOVERY (1983)
 QB0401
 QB0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0401'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.4 KM
 QB0401'(8.35 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0401'71 IN CAMBRIDGE, 0.5 KM (0.3 MI) WEST OF MILEPOST 122, 14.6 METERS
 QB0401'(48 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 32 METERS (105 FT)
 QB0401'SOUTHEAST OF THE SOUTH CORNER OF A TWO-STORY FARM HOUSE, 19.8 METERS
 QB0401'(65 FT) NORTHEAST OF THE CENTER OF THE FARM HOUSE DRIVEWAY.
 QB0401'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 QB0401'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0183 ***********************************************************************
 TO0183  DESIGNATION -  G 281
 TO0183  PID         -  TO0183
 TO0183  STATE/COUNTY-  ID/BONNER
 TO0183  USGS QUAD   -  HAPPY FORK GAP (1996)
 TO0183
 TO0183                         *CURRENT SURVEY CONTROL
 TO0183  ___________________________________________________________________
 TO0183* NAD 83(1986)-  48 15 24.     (N)    116 39 45.     (W)     SCALED    
 TO0183* NAVD 88     -       631.582  (meters)    2072.12   (feet)  ADJUSTED  
 TO0183  ___________________________________________________________________
 TO0183  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 TO0183  DYNAMIC HT  -         631.636 (meters)    2072.29  (feet)  COMP
 TO0183  MODELED GRAV-     980,676.9   (mgal)                       NAVD 88
 TO0183
 TO0183  VERT ORDER  -  FIRST     CLASS II
 TO0183
 TO0183.The horizontal coordinates were scaled from a topographic map and have
 TO0183.an estimated accuracy of +/- 6 seconds.
 TO0183
 TO0183.The orthometric height was determined by differential leveling
 TO0183.and adjusted by the National Geodetic Survey in June 1991..
 TO0183
 TO0183.The geoid height was determined by GEOID03.
 TO0183
 TO0183.The dynamic height is computed by dividing the NAVD 88
 TO0183.geopotential number by the normal gravity value computed on the
 TO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0183.degrees latitude (g = 980.6199 gals.).
 TO0183
 TO0183.The modeled gravity was interpolated from observed gravity values.
 TO0183
 TO0183;                    North         East    Units  Estimated Accuracy
 TO0183;SPC ID W     -   732,710.      732,250.      MT  (+/- 180 meters Scaled)
 TO0183
 TO0183                          SUPERSEDED SURVEY CONTROL
 TO0183
 TO0183  NGVD 29 (??/??/92)  630.398  (m)         2068.23   (f) ADJ UNCH    1 2
 TO0183
 TO0183.Superseded values are not recommended for survey control.
 TO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0183.See file dsdata.txt to determine how the superseded data were derived.
 TO0183
 TO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP250448(NAD 83)
 TO0183_MARKER: DB = BENCH MARK DISK
 TO0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0183_SP_SET: CULVERT
 TO0183_STAMPING: G 281 1942
 TO0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0183
 TO0183  HISTORY     - Date     Condition        Report By
 TO0183  HISTORY     - 1942     MONUMENTED       CGS
 TO0183
 TO0183                          STATION DESCRIPTION
 TO0183
 TO0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0183'5.73 MI SW FROM SANDPOINT.
 TO0183'ALONG GREAT NORTHERN RY. ALONG THE SPOKANE-INTERNATIONAL RAILROAD FROM
 TO0183'THE DEPOT, AT CULVERT NO. 1407.43, 20 FEET NORTH OF THE CENTER LINE OF
 TO0183'TRACK, AT THE EAST END OF A HEADWALL. STAMPED G 281 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0230 ***********************************************************************
 TO0230  DESIGNATION -  G 282
 TO0230  PID         -  TO0230
 TO0230  STATE/COUNTY-  ID/BONNER
 TO0230  USGS QUAD   -  SAGLE (1968)
 TO0230
 TO0230                         *CURRENT SURVEY CONTROL
 TO0230  ___________________________________________________________________
 TO0230* NAD 83(1986)-  48 12 46.     (N)    116 32 16.     (W)     SCALED    
 TO0230* NAVD 88     -       652.433  (meters)    2140.52   (feet)  ADJUSTED  
 TO0230  ___________________________________________________________________
 TO0230  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 TO0230  DYNAMIC HT  -         652.476 (meters)    2140.66  (feet)  COMP
 TO0230  MODELED GRAV-     980,656.9   (mgal)                       NAVD 88
 TO0230
 TO0230  VERT ORDER  -  FIRST     CLASS II
 TO0230
 TO0230.The horizontal coordinates were scaled from a topographic map and have
 TO0230.an estimated accuracy of +/- 6 seconds.
 TO0230
 TO0230.The orthometric height was determined by differential leveling
 TO0230.and adjusted by the National Geodetic Survey in June 1991..
 TO0230
 TO0230.The geoid height was determined by GEOID03.
 TO0230
 TO0230.The dynamic height is computed by dividing the NAVD 88
 TO0230.geopotential number by the normal gravity value computed on the
 TO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0230.degrees latitude (g = 980.6199 gals.).
 TO0230
 TO0230.The modeled gravity was interpolated from observed gravity values.
 TO0230
 TO0230;                    North         East    Units  Estimated Accuracy
 TO0230;SPC ID W     -   727,730.      741,460.      MT  (+/- 180 meters Scaled)
 TO0230
 TO0230                          SUPERSEDED SURVEY CONTROL
 TO0230
 TO0230  NGVD 29 (??/??/92)  651.239  (m)         2136.61   (f) ADJ UNCH    1 2
 TO0230
 TO0230.Superseded values are not recommended for survey control.
 TO0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0230.See file dsdata.txt to determine how the superseded data were derived.
 TO0230
 TO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP343400(NAD 83)
 TO0230_MARKER: DB = BENCH MARK DISK
 TO0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0230_STAMPING: G 282 1942
 TO0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0230+STABILITY: SURFACE MOTION
 TO0230
 TO0230  HISTORY     - Date     Condition        Report By
 TO0230  HISTORY     - 1942     MONUMENTED       CGS
 TO0230  HISTORY     - 1944     GOOD             USGS
 TO0230  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0230
 TO0230                          STATION DESCRIPTION
 TO0230
 TO0230'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 TO0230'2.2 MI NE FROM ALGOMA.
 TO0230'2.2 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 TO0230'STATION AT ALGOMA, SET AT A PRIVATE ROAD CROSSING, IN THE WEST
 TO0230'QUARTER, 17.2 FEET NORTHWEST OF NORTHWEST RAIL OF TRACK, 30.5 FEET
 TO0230'SOUTHEAST OF FENCE, 15 FEET WEST OF CENTER-LINE OF ROAD, 1.5 FEET
 TO0230'SOUTHEAST OF REFERENCE POST.  BRONZE BENCH MARK DISK SET IN TOP OF
 TO0230'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 TO0230
 TO0230                          STATION RECOVERY (1967)
 TO0230
 TO0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0257 ***********************************************************************
 TO0257  DESIGNATION -  G 283
 TO0257  PID         -  TO0257
 TO0257  STATE/COUNTY-  ID/BONNER
 TO0257  USGS QUAD   -  QUARTZ MTN (1996)
 TO0257
 TO0257                         *CURRENT SURVEY CONTROL
 TO0257  ___________________________________________________________________
 TO0257* NAD 83(1986)-  48 17 39.     (N)    116 57 57.     (W)     SCALED    
 TO0257* NAVD 88     -       719.414  (meters)    2360.28   (feet)  ADJUSTED  
 TO0257  ___________________________________________________________________
 TO0257  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TO0257  DYNAMIC HT  -         719.483 (meters)    2360.50  (feet)  COMP
 TO0257  MODELED GRAV-     980,682.4   (mgal)                       NAVD 88
 TO0257
 TO0257  VERT ORDER  -  FIRST     CLASS II
 TO0257
 TO0257.The horizontal coordinates were scaled from a topographic map and have
 TO0257.an estimated accuracy of +/- 6 seconds.
 TO0257
 TO0257.The orthometric height was determined by differential leveling
 TO0257.and adjusted by the National Geodetic Survey in June 1991..
 TO0257
 TO0257.The geoid height was determined by GEOID03.
 TO0257
 TO0257.The dynamic height is computed by dividing the NAVD 88
 TO0257.geopotential number by the normal gravity value computed on the
 TO0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0257.degrees latitude (g = 980.6199 gals.).
 TO0257
 TO0257.The modeled gravity was interpolated from observed gravity values.
 TO0257
 TO0257;                    North         East    Units  Estimated Accuracy
 TO0257;SPC ID W     -   737,190.      709,790.      MT  (+/- 180 meters Scaled)
 TO0257
 TO0257                          SUPERSEDED SURVEY CONTROL
 TO0257
 TO0257  NGVD 29 (??/??/92)  718.232  (m)         2356.40   (f) ADJ UNCH    1 2
 TO0257
 TO0257.Superseded values are not recommended for survey control.
 TO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0257.See file dsdata.txt to determine how the superseded data were derived.
 TO0257
 TO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP025489(NAD 83)
 TO0257_MARKER: DB = BENCH MARK DISK
 TO0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0257_STAMPING: G 283 1942
 TO0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0257+STABILITY: SURFACE MOTION
 TO0257
 TO0257  HISTORY     - Date     Condition        Report By
 TO0257  HISTORY     - 1942     MONUMENTED       CGS
 TO0257  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0257
 TO0257                          STATION DESCRIPTION
 TO0257
 TO0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0257'0.9 MI N FROM FALLS RANGER STATION.
 TO0257'ALONG WEST BRANCH ROAD, 35 FEET EAST OF CENTER LINE, AT SOUTH END OF
 TO0257'CUT, 15 FEET EAST OF CENTER LINE OF DIM ROAD RUNNING NORTHEAST.
 TO0257'WITNESS POST SET.  STAMPED G 283 1942.
 TO0257
 TO0257                          STATION RECOVERY (1967)
 TO0257
 TO0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0402 ***********************************************************************
 SV0402  DESIGNATION -  G 284
 SV0402  PID         -  SV0402
 SV0402  STATE/COUNTY-  ID/KOOTENAI
 SV0402  USGS QUAD   -  HAYDEN (1996)
 SV0402
 SV0402                         *CURRENT SURVEY CONTROL
 SV0402  ___________________________________________________________________
 SV0402* NAD 83(1986)-  47 46 25.     (N)    116 48 30.     (W)     SCALED    
 SV0402* NAVD 88     -       703.951  (meters)    2309.55   (feet)  ADJUSTED  
 SV0402  ___________________________________________________________________
 SV0402  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 SV0402  DYNAMIC HT  -         703.976 (meters)    2309.63  (feet)  COMP
 SV0402  MODELED GRAV-     980,625.8   (mgal)                       NAVD 88
 SV0402
 SV0402  VERT ORDER  -  SECOND    CLASS 0
 SV0402
 SV0402.The horizontal coordinates were scaled from a topographic map and have
 SV0402.an estimated accuracy of +/- 6 seconds.
 SV0402
 SV0402.The orthometric height was determined by differential leveling
 SV0402.and adjusted by the National Geodetic Survey in June 1991..
 SV0402
 SV0402.The geoid height was determined by GEOID03.
 SV0402
 SV0402.The dynamic height is computed by dividing the NAVD 88
 SV0402.geopotential number by the normal gravity value computed on the
 SV0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0402.degrees latitude (g = 980.6199 gals.).
 SV0402
 SV0402.The modeled gravity was interpolated from observed gravity values.
 SV0402
 SV0402;                    North         East    Units  Estimated Accuracy
 SV0402;SPC ID W     -   679,140.      720,680.      MT  (+/- 180 meters Scaled)
 SV0402
 SV0402                          SUPERSEDED SURVEY CONTROL
 SV0402
 SV0402  NGVD 29 (??/??/92)  702.781  (m)         2305.71   (f) ADJ UNCH    2 0
 SV0402
 SV0402.Superseded values are not recommended for survey control.
 SV0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0402.See file dsdata.txt to determine how the superseded data were derived.
 SV0402
 SV0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN143911(NAD 83)
 SV0402_MARKER: DB = BENCH MARK DISK
 SV0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0402_STAMPING: G 284 1944
 SV0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0402+STABILITY: SURFACE MOTION
 SV0402
 SV0402  HISTORY     - Date     Condition        Report By
 SV0402  HISTORY     - 1944     MONUMENTED       CGS
 SV0402  HISTORY     - 1957     GOOD             NGS
 SV0402  HISTORY     - 1971     GOOD             NGS
 SV0402
 SV0402                          STATION DESCRIPTION
 SV0402
 SV0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SV0402'2 MI NW FROM HAYDEN LAKE.
 SV0402'1.0 MILE NORTH ALONG U.S. HIGHWAY 95 FROM HAYDEN LAKE, KOOTENAI
 SV0402'COUNTY, THENCE 1.0 MILE WEST ALONG THE AIRPORT ROAD.  AT THE
 SV0402'INTERSECTION OF A NORTH-AND-SOUTH GRAVEL ROAD, 24 FEET WEST OF THE
 SV0402'CENTERLINE OF THE GRAVEL ROAD, 21 FEET NORTH OF THE CENTERLINE OF THE
 SV0402'AIRPORT ROAD, 1 FOOT WEST OF A FENCE LINE, AND 1.2 FEET NORTH OF A
 SV0402'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 284 1944 AND
 SV0402'SET IN THE TOP OF A CONCRETE POST.
 SV0402
 SV0402                          STATION RECOVERY (1971)
 SV0402
 SV0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 SV0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0341 ***********************************************************************
 SV0341  DESIGNATION -  G 286
 SV0341  PID         -  SV0341
 SV0341  STATE/COUNTY-  ID/BONNER
 SV0341  USGS QUAD   -  ATHOL (1961)
 SV0341
 SV0341                         *CURRENT SURVEY CONTROL
 SV0341  ___________________________________________________________________
 SV0341* NAD 83(1986)-  47 59 01.     (N)    116 43 50.     (W)     SCALED    
 SV0341* NAVD 88     -       708.323  (meters)    2323.89   (feet)  ADJUSTED  
 SV0341  ___________________________________________________________________
 SV0341  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SV0341  DYNAMIC HT  -         708.360 (meters)    2324.01  (feet)  COMP
 SV0341  MODELED GRAV-     980,640.5   (mgal)                       NAVD 88
 SV0341
 SV0341  VERT ORDER  -  FIRST     CLASS II
 SV0341
 SV0341.The horizontal coordinates were scaled from a topographic map and have
 SV0341.an estimated accuracy of +/- 6 seconds.
 SV0341
 SV0341.The orthometric height was determined by differential leveling
 SV0341.and adjusted by the National Geodetic Survey in June 1991..
 SV0341
 SV0341.The geoid height was determined by GEOID03.
 SV0341
 SV0341.The dynamic height is computed by dividing the NAVD 88
 SV0341.geopotential number by the normal gravity value computed on the
 SV0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0341.degrees latitude (g = 980.6199 gals.).
 SV0341
 SV0341.The modeled gravity was interpolated from observed gravity values.
 SV0341
 SV0341;                    North         East    Units  Estimated Accuracy
 SV0341;SPC ID W     -   702,410.      726,810.      MT  (+/- 180 meters Scaled)
 SV0341
 SV0341                          SUPERSEDED SURVEY CONTROL
 SV0341
 SV0341  NGVD 29 (??/??/92)  707.132  (m)         2319.98   (f) ADJ UNCH    1 2
 SV0341
 SV0341.Superseded values are not recommended for survey control.
 SV0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0341.See file dsdata.txt to determine how the superseded data were derived.
 SV0341
 SV0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP201145(NAD 83)
 SV0341_MARKER: DB = BENCH MARK DISK
 SV0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0341_STAMPING: G 286 1944
 SV0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0341+STABILITY: SURFACE MOTION
 SV0341
 SV0341  HISTORY     - Date     Condition        Report By
 SV0341  HISTORY     - 1944     MONUMENTED       CGS
 SV0341
 SV0341                          STATION DESCRIPTION
 SV0341
 SV0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SV0341'3.5 MI N FROM ATHOL.
 SV0341'3.5 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SV0341'AT ATHOL, SET AT MILEPOST NO. 28, NEAR POINT WHERE NEW TRACK MEET THE
 SV0341'OLD ROAD BED, NEAR THE NORTHEAST END OF A DEEP CUT, 144 FEET SOUTH OF
 SV0341'THE MILEPOST, 94 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF TRACK, 3.4
 SV0341'FEET NORTHWEST OF FENCE, 2 FEET NORTHEAST OF REFERENCE POST.  BENCH
 SV0341'MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 SV0341'PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0144 ***********************************************************************
 TO0144  DESIGNATION -  G 287
 TO0144  PID         -  TO0144
 TO0144  STATE/COUNTY-  ID/BONNER
 TO0144  USGS QUAD   -  TROUT PEAK (1989)
 TO0144
 TO0144                         *CURRENT SURVEY CONTROL
 TO0144  ___________________________________________________________________
 TO0144* NAD 83(1986)-  48 15 08.     (N)    116 19 01.     (W)     SCALED    
 TO0144* NAVD 88     -       633.775  (meters)    2079.31   (feet)  ADJUSTED  
 TO0144  ___________________________________________________________________
 TO0144  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 TO0144  DYNAMIC HT  -         633.812 (meters)    2079.43  (feet)  COMP
 TO0144  MODELED GRAV-     980,650.9   (mgal)                       NAVD 88
 TO0144
 TO0144  VERT ORDER  -  FIRST     CLASS II
 TO0144
 TO0144.The horizontal coordinates were scaled from a topographic map and have
 TO0144.an estimated accuracy of +/- 6 seconds.
 TO0144
 TO0144.The orthometric height was determined by differential leveling
 TO0144.and adjusted by the National Geodetic Survey in June 1991..
 TO0144
 TO0144.The geoid height was determined by GEOID03.
 TO0144
 TO0144.The dynamic height is computed by dividing the NAVD 88
 TO0144.geopotential number by the normal gravity value computed on the
 TO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0144.degrees latitude (g = 980.6199 gals.).
 TO0144
 TO0144.The modeled gravity was interpolated from observed gravity values.
 TO0144
 TO0144;                    North         East    Units  Estimated Accuracy
 TO0144;SPC ID W     -   731,970.      757,900.      MT  (+/- 180 meters Scaled)
 TO0144
 TO0144                          SUPERSEDED SURVEY CONTROL
 TO0144
 TO0144  NGVD 29 (??/??/92)  632.594  (m)         2075.44   (f) ADJ UNCH    1 2
 TO0144
 TO0144.Superseded values are not recommended for survey control.
 TO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0144.See file dsdata.txt to determine how the superseded data were derived.
 TO0144
 TO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP507445(NAD 83)
 TO0144_MARKER: DB = BENCH MARK DISK
 TO0144_SETTING: 66 = SET IN ROCK OUTCROP
 TO0144_SP_SET: OUTCROP
 TO0144_STAMPING: G 287 1944
 TO0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0144+STABILITY: POSITION/ELEVATION WELL
 TO0144
 TO0144  HISTORY     - Date     Condition        Report By
 TO0144  HISTORY     - 1944     MONUMENTED       CGS
 TO0144  HISTORY     - 1980     GOOD             NGS
 TO0144
 TO0144                          STATION DESCRIPTION
 TO0144
 TO0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0144'0.5 MI NW FROM HOPE.
 TO0144'0.5 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 TO0144'STATION AT HOPE, 98 FEET SOUTHEAST OF MILEPOST NO. 104, SET IN ROCK
 TO0144'OUTCROP, 22.8 FEET NORTHWEST OF THE 6TH. POLE NORTHWEST OF A ROAD
 TO0144'CROSSING, 21.2 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN TRACK, 21 FEET
 TO0144'EAST OF CULVERT SIGN NO. 103+5197, ABOUT 1 FOOT BELOW TRACK LEVEL.
 TO0144'IRON BENCH MARK DISK.
 TO0144
 TO0144                          STATION RECOVERY (1980)
 TO0144
 TO0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0144'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG STATE HIGHWAY 200 FROM THE
 TO0144'PUBLIC SCHOOL IN EAST HOPE, THENCE 0.8 KILOMETER (0.5 MILE) NORTHWEST
 TO0144'ALONG THE BURLINGTON NORTHERN RAILWAY, SET IN TOP OF A FLAT ROCK
 TO0144'SHELF 61.0 METERS (200 FEET) NORTHWEST OF THE NORTHWEST CORNER OF
 TO0144'THE NORTH CONCRETE PIER OF A HIGHWAY BRIDGE, 6.95 METERS (22.8 FEET)
 TO0144'NORTHWEST OF THE SECOND TELEGRAPH POLE NORTHWEST OF THE HIGHWAY
 TO0144'BRIDGE, 6.45 METERS (21.2 FEET) NORTHEAST OF THE NORTHEAST RAIL OF
 TO0144'THE MAIN TRACKS, 6.4 METERS (21.0 FEET) EAST OF CULVERT SIGN
 TO0144'READING -103+5197-, 5.2 METERS (17.0 FEET) EAST OF THE TOP CENTER
 TO0144'OF THE NORTHEAST END OF A 30-INCH DIAMETER STEEL PIPE CULVERT UNDER
 TO0144'THE RAILWAY.
 TO0144'THE MARK IS 1.3 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0011 ***********************************************************************
 TO0011  DESIGNATION -  G 288
 TO0011  PID         -  TO0011
 TO0011  STATE/COUNTY-  ID/BOUNDARY
 TO0011  USGS QUAD   -  MORAVIA (1996)
 TO0011
 TO0011                         *CURRENT SURVEY CONTROL
 TO0011  ___________________________________________________________________
 TO0011* NAD 83(1986)-  48 37 48.     (N)    116 23 39.     (W)     SCALED    
 TO0011* NAVD 88     -       563.131  (meters)    1847.54   (feet)  ADJUSTED  
 TO0011  ___________________________________________________________________
 TO0011  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 TO0011  DYNAMIC HT  -         563.187 (meters)    1847.72  (feet)  COMP
 TO0011  MODELED GRAV-     980,693.0   (mgal)                       NAVD 88
 TO0011
 TO0011  VERT ORDER  -  FIRST     CLASS II
 TO0011
 TO0011.The horizontal coordinates were scaled from a topographic map and have
 TO0011.an estimated accuracy of +/- 6 seconds.
 TO0011
 TO0011.The orthometric height was determined by differential leveling
 TO0011.and adjusted by the National Geodetic Survey in June 1991..
 TO0011
 TO0011.The geoid height was determined by GEOID03.
 TO0011
 TO0011.The dynamic height is computed by dividing the NAVD 88
 TO0011.geopotential number by the normal gravity value computed on the
 TO0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0011.degrees latitude (g = 980.6199 gals.).
 TO0011
 TO0011.The modeled gravity was interpolated from observed gravity values.
 TO0011
 TO0011;                    North         East    Units  Estimated Accuracy
 TO0011;SPC ID W     -   774,020.      752,520.      MT  (+/- 180 meters Scaled)
 TO0011
 TO0011                          SUPERSEDED SURVEY CONTROL
 TO0011
 TO0011  NGVD 29 (??/??/92)  561.949  (m)         1843.66   (f) ADJ UNCH    1 2
 TO0011
 TO0011.Superseded values are not recommended for survey control.
 TO0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0011.See file dsdata.txt to determine how the superseded data were derived.
 TO0011
 TO0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP446865(NAD 83)
 TO0011_MARKER: DB = BENCH MARK DISK
 TO0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0011_STAMPING: G 288 1944
 TO0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0011+STABILITY: SURFACE MOTION
 TO0011
 TO0011  HISTORY     - Date     Condition        Report By
 TO0011  HISTORY     - 1944     MONUMENTED       CGS
 TO0011
 TO0011                          STATION DESCRIPTION
 TO0011
 TO0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0011'4.1 MI N FROM NAPLES.
 TO0011'4.1 MILES NORTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 TO0011'STATION AT NAPLES, NEAR MILEPOST NO. 102, 44.4 FEET EAST OF THE EAST
 TO0011'RAIL OF TRACK, 31 FEET SOUTHEAST OF THE THIRD POLE SOUTH OF MILEPOST
 TO0011'NO. 102, AT THE SOUTH END OF A CUT, 0.8 FOOT WEST OF FENCE, 2 FEET
 TO0011'SOUTH OF REFERENCE POST.  IRON BENCH MARK DISK SET IN TOP OF CONCRETE
 TO0011'POST POURED IN THE FIELD AND PROJECTING ABOUT 0.6 FOOT ABOVE THE
 TO0011'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0171 ***********************************************************************
 OY0171  DESIGNATION -  G 289
 OY0171  PID         -  OY0171
 OY0171  STATE/COUNTY-  ID/BONNEVILLE
 OY0171  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0171
 OY0171                         *CURRENT SURVEY CONTROL
 OY0171  ___________________________________________________________________
 OY0171* NAD 83(1986)-  43 30 14.     (N)    112 02 43.     (W)     SCALED    
 OY0171* NAVD 88     -      1435.670  (meters)    4710.19   (feet)  ADJUSTED  
 OY0171  ___________________________________________________________________
 OY0171  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY0171  DYNAMIC HT  -        1434.913 (meters)    4707.71  (feet)  COMP
 OY0171  MODELED GRAV-     980,042.0   (mgal)                       NAVD 88
 OY0171
 OY0171  VERT ORDER  -  FIRST     CLASS II
 OY0171
 OY0171.The horizontal coordinates were scaled from a topographic map and have
 OY0171.an estimated accuracy of +/- 6 seconds.
 OY0171
 OY0171.The orthometric height was determined by differential leveling
 OY0171.and adjusted by the National Geodetic Survey in June 1991..
 OY0171
 OY0171.The geoid height was determined by GEOID03.
 OY0171
 OY0171.The dynamic height is computed by dividing the NAVD 88
 OY0171.geopotential number by the normal gravity value computed on the
 OY0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0171.degrees latitude (g = 980.6199 gals.).
 OY0171
 OY0171.The modeled gravity was interpolated from observed gravity values.
 OY0171
 OY0171;                    North         East    Units  Estimated Accuracy
 OY0171;SPC ID E     -   204,080.      209,820.      MT  (+/- 180 meters Scaled)
 OY0171
 OY0171                          SUPERSEDED SURVEY CONTROL
 OY0171
 OY0171  NGVD 29 (08/20/92) 1434.592  (m)         4706.66   (f) ADJUSTED    1 2
 OY0171
 OY0171.Superseded values are not recommended for survey control.
 OY0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0171.See file dsdata.txt to determine how the superseded data were derived.
 OY0171
 OY0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP155173(NAD 83)
 OY0171_MARKER: DB = BENCH MARK DISK
 OY0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0171_SP_SET: CULVERT
 OY0171_STAMPING: G 289 1945
 OY0171_MARK LOGO: CGS   
 OY0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0171
 OY0171  HISTORY     - Date     Condition        Report By
 OY0171  HISTORY     - 1945     MONUMENTED       CGS
 OY0171  HISTORY     - 1978     GOOD             LOCSUR
 OY0171  HISTORY     - 1983     POOR             NGS
 OY0171
 OY0171                          STATION DESCRIPTION
 OY0171
 OY0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OY0171'IN IDAHO FALLS.
 OY0171'AT IDAHO FALLS, ABOUT 0.9 MILE NORTHEAST OF THE POST OFFICE, ALONG
 OY0171'ELVA STREET, ABOUT 500 FEET SOUTHWEST OF THE BASEBALL PARK, SET IN THE
 OY0171'CENTER OF THE SOUTH WALL OF A LARGE TWIN PIPE CULVERT, ON CENTER-LINE
 OY0171'WITH THE STREET LEADING NORTH FROM ELVA STREET, 36 FEET SOUTH OF
 OY0171'CENTER-LINE OF ELVA STREET.  2.5 FEET ABOVE STREET LEVEL. BRONZE BENCH
 OY0171'MARK DISK.
 OY0171
 OY0171                          STATION RECOVERY (1978)
 OY0171
 OY0171'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0171'RECOVERED IN GOOD CONDITION.
 OY0171
 OY0171                          STATION RECOVERY (1983)
 OY0171
 OY0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0171'RECOVERED IN POOR CONDITION.  THE 1945 DESCRIPTION IS ADEQUATE EXCEPT
 OY0171'THE TOP OF THE DISK HAS BEEN MUTILATED, AND
 OY0171'THE DESIGNATION AND DATE ARE NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1070 ***********************************************************************
 NU1070  DESIGNATION -  G 29
 NU1070  PID         -  NU1070
 NU1070  STATE/COUNTY-  ID/CASSIA
 NU1070  USGS QUAD   -  LYMAN PASS (1976)
 NU1070
 NU1070                         *CURRENT SURVEY CONTROL
 NU1070  ___________________________________________________________________
 NU1070* NAD 83(1986)-  42 01 06.     (N)    113 45 53.     (W)     SCALED    
 NU1070* NAVD 88     -      1802.278  (meters)    5912.97   (feet)  ADJUSTED  
 NU1070  ___________________________________________________________________
 NU1070  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 NU1070  DYNAMIC HT  -        1800.925 (meters)    5908.53  (feet)  COMP
 NU1070  MODELED GRAV-     979,807.3   (mgal)                       NAVD 88
 NU1070
 NU1070  VERT ORDER  -  FIRST     CLASS II
 NU1070
 NU1070.The horizontal coordinates were scaled from a topographic map and have
 NU1070.an estimated accuracy of +/- 6 seconds.
 NU1070
 NU1070.The orthometric height was determined by differential leveling
 NU1070.and adjusted by the National Geodetic Survey in June 1991..
 NU1070
 NU1070.The geoid height was determined by GEOID03.
 NU1070
 NU1070.The dynamic height is computed by dividing the NAVD 88
 NU1070.geopotential number by the normal gravity value computed on the
 NU1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1070.degrees latitude (g = 980.6199 gals.).
 NU1070
 NU1070.The modeled gravity was interpolated from observed gravity values.
 NU1070
 NU1070;                    North         East    Units  Estimated Accuracy
 NU1070;SPC ID C     -    39,080.      519,490.      MT  (+/- 180 meters Scaled)
 NU1070
 NU1070                          SUPERSEDED SURVEY CONTROL
 NU1070
 NU1070  NGVD 29 (??/??/92) 1801.106  (m)         5909.13   (f) ADJ UNCH    1 2
 NU1070
 NU1070.Superseded values are not recommended for survey control.
 NU1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1070.See file dsdata.txt to determine how the superseded data were derived.
 NU1070
 NU1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM710555(NAD 83)
 NU1070_MARKER: DB = BENCH MARK DISK
 NU1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1070_STAMPING: G 29 1934
 NU1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1070+STABILITY: SURFACE MOTION
 NU1070
 NU1070  HISTORY     - Date     Condition        Report By
 NU1070  HISTORY     - 1934     MONUMENTED       CGS
 NU1070
 NU1070                          STATION DESCRIPTION
 NU1070
 NU1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU1070'19.4 MI S FROM OAKLEY.
 NU1070'19.4 MILES SOUTH ALONG BIRCH CREEK ROAD FROM THE OREGON SHORT LINE
 NU1070'RAILROAD STATION AT OAKLEY, CASSIA COUNTY, AT MOULTON, 2 FEET
 NU1070'NORTHEAST OF THE SOUTHEAST CORNER OF THE LOG SCHOOL BUILDING, IN THE
 NU1070'SOUTHWEST CORNER OF A CROSSROADS, 75 FEET SOUTH OF THE CENTERLINE OF
 NU1070'THE EAST-AND-WEST ROAD LEADING TO ALMO, AND 67 FEET WEST OF THE
 NU1070'NORTH-AND-SOUTH ROAD LEADING TO OAKLEY.  A STANDARD DISK STAMPED G 29
 NU1070'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0041 ***********************************************************************
 OH0041  DESIGNATION -  G 290
 OH0041  PID         -  OH0041
 OH0041  STATE/COUNTY-  ID/ADA
 OH0041  USGS QUAD   -  BOISE SOUTH (1976)
 OH0041
 OH0041                         *CURRENT SURVEY CONTROL
 OH0041  ___________________________________________________________________
 OH0041* NAD 83(1986)-  43 36 08.     (N)    116 14 36.     (W)     SCALED    
 OH0041* NAVD 88     -       832.671  (meters)    2731.85   (feet)  ADJUSTED  
 OH0041  ___________________________________________________________________
 OH0041  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 OH0041  DYNAMIC HT  -         832.350 (meters)    2730.80  (feet)  COMP
 OH0041  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 OH0041
 OH0041  VERT ORDER  -  FIRST     CLASS II
 OH0041
 OH0041.The horizontal coordinates were scaled from a topographic map and have
 OH0041.an estimated accuracy of +/- 6 seconds.
 OH0041
 OH0041.The orthometric height was determined by differential leveling
 OH0041.and adjusted by the National Geodetic Survey in June 1991..
 OH0041.WARNING-Repeat measurements at this control monument indicate possible
 OH0041.vertical movement.
 OH0041
 OH0041.The geoid height was determined by GEOID03.
 OH0041
 OH0041.The dynamic height is computed by dividing the NAVD 88
 OH0041.geopotential number by the normal gravity value computed on the
 OH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0041.degrees latitude (g = 980.6199 gals.).
 OH0041
 OH0041.The modeled gravity was interpolated from observed gravity values.
 OH0041
 OH0041;                    North         East    Units  Estimated Accuracy
 OH0041;SPC ID W     -   215,120.      760,170.      MT  (+/- 180 meters Scaled)
 OH0041
 OH0041                          SUPERSEDED SURVEY CONTROL
 OH0041
 OH0041  NGVD 29 (??/??/92)  831.739  (m)         2728.80   (f) ADJ UNCH    1 2
 OH0041
 OH0041.Superseded values are not recommended for survey control.
 OH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0041.See file dsdata.txt to determine how the superseded data were derived.
 OH0041
 OH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ610279(NAD 83)
 OH0041_MARKER: DB = BENCH MARK DISK
 OH0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0041_STAMPING: G 290 1945
 OH0041_MARK LOGO: CGS   
 OH0041_PROJECTION: RECESSED 5 CENTIMETERS
 OH0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0041+STABILITY: SURFACE MOTION
 OH0041
 OH0041  HISTORY     - Date     Condition        Report By
 OH0041  HISTORY     - 1945     MONUMENTED       CGS
 OH0041  HISTORY     - 1950     GOOD             NGS
 OH0041  HISTORY     - 1979     GOOD             NGS
 OH0041  HISTORY     - 1983     GOOD             NGS
 OH0041
 OH0041                          STATION DESCRIPTION
 OH0041
 OH0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OH0041'1.7 MI W FROM BOISE.
 OH0041'1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OH0041'BOISE, THENCE 0.2 MILE SOUTH ALONG ORCHARD AVENUE, AT THE FRANKLIN
 OH0041'SCHOOL, AT THE SOUTHEAST CORNER OF THE SCHOOL YARD, 212 FEET SOUTH OF
 OH0041'A SPIKE SET IN THE CENTER OF THE INTERSECTION OF FRANKLIN ROAD AND
 OH0041'ORCHARD AVENUE, 81.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 OH0041'BRICK PORTION OF THE SCHOOL BUILDING, 28 FEET WEST OF THE CENTER LINE
 OH0041'OF ORCHARD AVENUE, 14.6 FEET SOUTH OF THE SOUTH EDGE OF THE SIDE WALK,
 OH0041'12.2 FEET EAST OF THE NORTHEAST CORNER OF A FRAME BUILDING, 1.7 FEET
 OH0041'SOUTHEAST OF A FENCE CORNER POST, ABOUT LEVEL WITH THE GROUND, AND SET
 OH0041'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OH0041
 OH0041                          STATION RECOVERY (1979)
 OH0041
 OH0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0041'RECOVERED IN GOOD CONDITION.
 OH0041
 OH0041                          STATION RECOVERY (1983)
 OH0041
 OH0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0041'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.3 KM
 OH0041'(1.45 MI) WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OH0041'BOISE, THENCE 0.25 KM (0.15 MI) SOUTH ALONG SOUTH ORCHARD STREET,
 OH0041'RECESSED IN THE SIDEWALK AT THE EAST EDGE OF THE FRANKLIN SCHOOL
 OH0041'GROUNDS AND AT THE NORTHEAST CORNER OF A SMALL WOOD FRAME ANNEX
 OH0041'BUILDING, 9.0 METERS (30 FT) WEST OF THE CENTER OF ORCHARD STREET,
 OH0041'71.0 METERS (233 FT) SOUTH OF THE CENTER OF FRANKLIN ROAD, 4.0 METERS
 OH0041'(13 FT) EAST OF THE NORTHEAST CORNER OF THE BUILDING, 29.0 METERS (95
 OH0041'FT) NORTH OF THE NORTH END OF A CHAIN LINK FENCE.
 OH0041'THE MARK IS 0.5 M BELOW THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0073 ***********************************************************************
 QZ0073  DESIGNATION -  G 291
 QZ0073  PID         -  QZ0073
 QZ0073  STATE/COUNTY-  ID/LEMHI
 QZ0073  USGS QUAD   -  PINE CREEK RAPIDS (1991)
 QZ0073
 QZ0073                         *CURRENT SURVEY CONTROL
 QZ0073  ___________________________________________________________________
 QZ0073* NAD 83(1986)-  45 20 02.     (N)    114 20 53.     (W)     SCALED    
 QZ0073* NAVD 88     -       998.833  (meters)    3277.00   (feet)  ADJUSTED  
 QZ0073  ___________________________________________________________________
 QZ0073  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 QZ0073  DYNAMIC HT  -         998.469 (meters)    3275.81  (feet)  COMP
 QZ0073  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 QZ0073
 QZ0073  VERT ORDER  -  SECOND    CLASS 0
 QZ0073
 QZ0073.The horizontal coordinates were scaled from a topographic map and have
 QZ0073.an estimated accuracy of +/- 6 seconds.
 QZ0073
 QZ0073.The orthometric height was determined by differential leveling
 QZ0073.and adjusted by the National Geodetic Survey in June 1991..
 QZ0073
 QZ0073.The geoid height was determined by GEOID03.
 QZ0073
 QZ0073.The dynamic height is computed by dividing the NAVD 88
 QZ0073.geopotential number by the normal gravity value computed on the
 QZ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0073.degrees latitude (g = 980.6199 gals.).
 QZ0073
 QZ0073.The modeled gravity was interpolated from observed gravity values.
 QZ0073
 QZ0073;                    North         East    Units  Estimated Accuracy
 QZ0073;SPC ID C     -   407,480.      472,720.      MT  (+/- 180 meters Scaled)
 QZ0073
 QZ0073                          SUPERSEDED SURVEY CONTROL
 QZ0073
 QZ0073  NGVD 29 (??/??/92)  997.682  (m)         3273.23   (f) ADJ UNCH    2 0
 QZ0073
 QZ0073.Superseded values are not recommended for survey control.
 QZ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0073.See file dsdata.txt to determine how the superseded data were derived.
 QZ0073
 QZ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL077234(NAD 83)
 QZ0073_MARKER: DB = BENCH MARK DISK
 QZ0073_SETTING: 80 = SET IN A BOULDER
 QZ0073_SP_SET: BOULDER
 QZ0073_STAMPING: G 291 1945
 QZ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0073+STABILITY: SURFACE MOTION
 QZ0073
 QZ0073  HISTORY     - Date     Condition        Report By
 QZ0073  HISTORY     - 1945     MONUMENTED       CGS
 QZ0073
 QZ0073                          STATION DESCRIPTION
 QZ0073
 QZ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0073'4.8 MI W FROM SHOUP.
 QZ0073'4.8 MILES WEST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT SHOUP,
 QZ0073'SET IN THE TOP OF A BOULDER BETWEEN THE ROAD AND THE RIVER, ABOUT 150
 QZ0073'FEET SOUTHWEST OF A CURVE WITH TANGENTS LEADING NORTH AND SOUTHWEST,
 QZ0073'20 FEET NORTHWEST OF CENTER-LINE OF THE ROAD, ABOUT 5 FEET BELOW ROAD
 QZ0073'LEVEL.  IRON BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0041 ***********************************************************************
 OY0041  DESIGNATION -  G 292
 OY0041  PID         -  OY0041
 OY0041  STATE/COUNTY-  ID/JEFFERSON
 OY0041  USGS QUAD   -  LEWISVILLE (1979)
 OY0041
 OY0041                         *CURRENT SURVEY CONTROL
 OY0041  ___________________________________________________________________
 OY0041* NAD 83(1986)-  43 40 53.     (N)    112 06 21.     (W)     SCALED    
 OY0041* NAVD 88     -      1454.843  (meters)    4773.10   (feet)  ADJUSTED  
 OY0041  ___________________________________________________________________
 OY0041  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 OY0041  DYNAMIC HT  -        1454.119 (meters)    4770.72  (feet)  COMP
 OY0041  MODELED GRAV-     980,069.6   (mgal)                       NAVD 88
 OY0041
 OY0041  VERT ORDER  -  FIRST     CLASS II
 OY0041
 OY0041.The horizontal coordinates were scaled from a topographic map and have
 OY0041.an estimated accuracy of +/- 6 seconds.
 OY0041
 OY0041.The orthometric height was determined by differential leveling
 OY0041.and adjusted by the National Geodetic Survey in June 1991..
 OY0041
 OY0041.The geoid height was determined by GEOID03.
 OY0041
 OY0041.The dynamic height is computed by dividing the NAVD 88
 OY0041.geopotential number by the normal gravity value computed on the
 OY0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0041.degrees latitude (g = 980.6199 gals.).
 OY0041
 OY0041.The modeled gravity was interpolated from observed gravity values.
 OY0041
 OY0041;                    North         East    Units  Estimated Accuracy
 OY0041;SPC ID E     -   223,800.      204,910.      MT  (+/- 180 meters Scaled)
 OY0041
 OY0041                          SUPERSEDED SURVEY CONTROL
 OY0041
 OY0041  NGVD 29 (08/20/92) 1453.776  (m)         4769.60   (f) ADJUSTED    1 2
 OY0041
 OY0041.Superseded values are not recommended for survey control.
 OY0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0041.See file dsdata.txt to determine how the superseded data were derived.
 OY0041
 OY0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP108370(NAD 83)
 OY0041_MARKER: DB = BENCH MARK DISK
 OY0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0041_SP_SET: CONCRETE POST
 OY0041_STAMPING: G 292 1945
 OY0041_MARK LOGO: CGS   
 OY0041_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0041+STABILITY: SURFACE MOTION
 OY0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0041+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0041
 OY0041  HISTORY     - Date     Condition        Report By
 OY0041  HISTORY     - 1945     MONUMENTED       CGS
 OY0041  HISTORY     - 1967     GOOD             NGS
 OY0041  HISTORY     - 19920625 GOOD             NGS
 OY0041
 OY0041                          STATION DESCRIPTION
 OY0041
 OY0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0041'2.95 MI S FROM ROBERTS.
 OY0041'2.95 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0041'ROBERTS, 4 POLES NORTHWEST OF MILEPOLE 199, 97.4 FEET SOUTHWEST OF THE
 OY0041'SOUTHWEST RAIL, 52 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 OY0041'91, 128 1/2 FEET SOUTHWEST AND ACROSS THE TRACK FROM THE FOURTH
 OY0041'TELEPHONE POLE NORTHWEST OF THE MILEPOLE, 11 1/2 FEET SOUTHEAST OF THE
 OY0041'SOUTHEAST END OF A GATE, 8.7 FEET EAST OF THE SOUTHEAST END OF A
 OY0041'16-INCH PIPE CULVERT, 1.8 FEET NORTHEAST OF A FENCE, 3.0 FEET NORTH OF
 OY0041'A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE
 OY0041'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OY0041
 OY0041                          STATION RECOVERY (1992)
 OY0041
 OY0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0041'4.7 KM (2.90 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0041'JUNCTION OF STATE HIGHWAY 48 IN ROBERTS, 0.2 KM (0.10 MI) NORTH OF
 OY0041'MILEPOST 199, 29.7 M (97.4 FT) WEST OF THE NEAR RAIL, 15.1 M (49.5
 OY0041'FT) EAST OF THE CENTER OF A PAVED ROAD (OLD U.S. HIGHWAY 91), 6.9 M
 OY0041'(22.6 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.9 M (3.0 FT)
 OY0041'NORTH OF A WITNESS POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK,
 OY0041'0.5 M (1.6 FT) EAST OF A FENCE, AND THE MONUMENT PROJETCS 0.01 M
 OY0041'(0.03 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0807 ***********************************************************************
 OH0807  DESIGNATION -  G 293
 OH0807  PID         -  OH0807
 OH0807  STATE/COUNTY-  ID/OWYHEE
 OH0807  USGS QUAD   -  ADRIAN (1967)
 OH0807
 OH0807                         *CURRENT SURVEY CONTROL
 OH0807  ___________________________________________________________________
 OH0807* NAD 83(1986)-  43 40 07.     (N)    117 00 14.     (W)     SCALED    
 OH0807* NAVD 88     -       677.991  (meters)    2224.38   (feet)  ADJUSTED  
 OH0807  ___________________________________________________________________
 OH0807  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 OH0807  DYNAMIC HT  -         677.757 (meters)    2223.61  (feet)  COMP
 OH0807  MODELED GRAV-     980,252.0   (mgal)                       NAVD 88
 OH0807
 OH0807  VERT ORDER  -  SECOND    CLASS 0
 OH0807
 OH0807.The horizontal coordinates were scaled from a topographic map and have
 OH0807.an estimated accuracy of +/- 6 seconds.
 OH0807
 OH0807.The orthometric height was determined by differential leveling
 OH0807.and adjusted by the National Geodetic Survey in June 1991..
 OH0807
 OH0807.The geoid height was determined by GEOID03.
 OH0807
 OH0807.The dynamic height is computed by dividing the NAVD 88
 OH0807.geopotential number by the normal gravity value computed on the
 OH0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0807.degrees latitude (g = 980.6199 gals.).
 OH0807
 OH0807.The modeled gravity was interpolated from observed gravity values.
 OH0807
 OH0807;                    North         East    Units  Estimated Accuracy
 OH0807;SPC ID W     -   223,140.      698,880.      MT  (+/- 180 meters Scaled)
 OH0807
 OH0807                          SUPERSEDED SURVEY CONTROL
 OH0807
 OH0807  NGVD 29 (??/??/92)  677.058  (m)         2221.31   (f) ADJ UNCH    2 0
 OH0807
 OH0807.Superseded values are not recommended for survey control.
 OH0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0807.See file dsdata.txt to determine how the superseded data were derived.
 OH0807
 OH0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ996350(NAD 83)
 OH0807_MARKER: DB = BENCH MARK DISK
 OH0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0807_STAMPING: G 293 1944
 OH0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0807+STABILITY: SURFACE MOTION
 OH0807
 OH0807  HISTORY     - Date     Condition        Report By
 OH0807  HISTORY     - 1944     MONUMENTED       CGS
 OH0807  HISTORY     - 20040323 MARK NOT FOUND   JUBENG
 OH0807
 OH0807                          STATION DESCRIPTION
 OH0807
 OH0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0807'6.9 MI NW FROM HOMEDALE.
 OH0807'6.9 MILES NORTHWEST FROM THE POST OFFICE AT HOMEDALE, OWYHEE COUNTY,
 OH0807'ALONG A DIRT FARM ROAD, FOLLOW THE ADRIAN HIGHWAY FOR 1.0 MILE TO A
 OH0807'GRAVEL ROAD NORTH, FOLLOW THE ROAD NORTH AROUND THE EAST SIDE OF A
 OH0807'HILL FOR 0.7 MILE TO A RAILROAD, CROSS THE RAILROAD NORTH FOR 0.3 MILE
 OH0807'TO A LEFT TURN, THEN WEST FOR 0.3 MILE TO THE RAILROAD, 0.4 MILE
 OH0807'NORTHWEST ALONG THE NORTHEAST SIDE OF THE HILL TO A Y ROAD
 OH0807'INTERSECTION, 0.7 MILE NORTHWEST ON THE LEFT FORK TO A CROSSROAD
 OH0807'INTERSECTION, 0.5 MILE WEST TO A T ROAD INTERSECTION, 1.0 MILE NORTH
 OH0807'AT THE T ROAD TO A CROSSROAD INTERSECTION, 0.7 MILE WEST TO ANOTHER
 OH0807'CROSSROAD INTERSECTION, 0.5 MILE NORTH AT THE CROSSROADS TO A CURVE,
 OH0807'0.6 MILE WEST AT THE CURVE TO A FARMHOUSE, 54.0 FEET SOUTHWEST OF THE
 OH0807'SOUTHWEST CORNER OF THE HOUSE, 23.5 FEET NORTHEAST OF A HIGH LINE
 OH0807'POLE, 4 FEET NORTH OF AN IRRIGATION DITCH, 3.9 FEET EAST OF A 4X4
 OH0807'WHITE POST.
 OH0807
 OH0807                          STATION RECOVERY (2004)
 OH0807
 OH0807'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2004 (TRR)
 OH0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0462 ***********************************************************************
 OH0462  DESIGNATION -  G 294
 OH0462  PID         -  OH0462
 OH0462  STATE/COUNTY-  ID/OWYHEE
 OH0462  USGS QUAD   -  MARSING (1971)
 OH0462
 OH0462                         *CURRENT SURVEY CONTROL
 OH0462  ___________________________________________________________________
 OH0462* NAD 83(1986)-  43 30 00.     (N)    116 47 18.     (W)     SCALED    
 OH0462* NAVD 88     -       689.963  (meters)    2263.65   (feet)  ADJUSTED  
 OH0462  ___________________________________________________________________
 OH0462  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 OH0462  DYNAMIC HT  -         689.706 (meters)    2262.81  (feet)  COMP
 OH0462  MODELED GRAV-     980,224.7   (mgal)                       NAVD 88
 OH0462
 OH0462  VERT ORDER  -  SECOND    CLASS 0
 OH0462
 OH0462.The horizontal coordinates were scaled from a topographic map and have
 OH0462.an estimated accuracy of +/- 6 seconds.
 OH0462
 OH0462.The orthometric height was determined by differential leveling
 OH0462.and adjusted by the National Geodetic Survey in June 1991..
 OH0462
 OH0462.The geoid height was determined by GEOID03.
 OH0462
 OH0462.The dynamic height is computed by dividing the NAVD 88
 OH0462.geopotential number by the normal gravity value computed on the
 OH0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0462.degrees latitude (g = 980.6199 gals.).
 OH0462
 OH0462.The modeled gravity was interpolated from observed gravity values.
 OH0462
 OH0462;                    North         East    Units  Estimated Accuracy
 OH0462;SPC ID W     -   204,170.      716,030.      MT  (+/- 180 meters Scaled)
 OH0462
 OH0462                          SUPERSEDED SURVEY CONTROL
 OH0462
 OH0462  NGVD 29 (??/??/92)  689.019  (m)         2260.56   (f) ADJ UNCH    2 0
 OH0462
 OH0462.Superseded values are not recommended for survey control.
 OH0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0462.See file dsdata.txt to determine how the superseded data were derived.
 OH0462
 OH0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ171163(NAD 83)
 OH0462_MARKER: DB = BENCH MARK DISK
 OH0462_SETTING: 0 = UNSPECIFIED SETTING
 OH0462_STAMPING: G 294 1944
 OH0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0462
 OH0462  HISTORY     - Date     Condition        Report By
 OH0462  HISTORY     - 1944     MONUMENTED       CGS
 OH0462  HISTORY     - 1958     GOOD             USGS
 OH0462
 OH0462                          STATION DESCRIPTION
 OH0462
 OH0462'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OH0462'3.6 MI E FROM MARSING.
 OH0462'3.6 MILES SOUTHEAST FROM THE RAILROAD STATION AT MARSING, OWYHEE
 OH0462'COUNTY, ALONG THE MARSING TO MURPHY HIGHWAY TO THE PUMPING PLANT, 1.05
 OH0462'MILES SOUTH OF THE PUMPING PLANT, 52 FEET EAST OF THE ROAD AND 26 FEET
 OH0462'NORTH OF THE CENTERLINE OF A LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0372 ***********************************************************************
 OH0372  DESIGNATION -  G 295
 OH0372  PID         -  OH0372
 OH0372  STATE/COUNTY-  ID/ADA
 OH0372  USGS QUAD   -  WALTERS BUTTE (1992)
 OH0372
 OH0372                         *CURRENT SURVEY CONTROL
 OH0372  ___________________________________________________________________
 OH0372* NAD 83(1986)-  43 17 48.     (N)    116 30 51.     (W)     SCALED    
 OH0372* NAVD 88     -       693.273  (meters)    2274.51   (feet)  ADJUSTED  
 OH0372  ___________________________________________________________________
 OH0372  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 OH0372  DYNAMIC HT  -         693.002 (meters)    2273.62  (feet)  COMP
 OH0372  MODELED GRAV-     980,207.0   (mgal)                       NAVD 88
 OH0372
 OH0372  VERT ORDER  -  SECOND    CLASS 0
 OH0372
 OH0372.The horizontal coordinates were scaled from a topographic map and have
 OH0372.an estimated accuracy of +/- 6 seconds.
 OH0372
 OH0372.The orthometric height was determined by differential leveling
 OH0372.and adjusted by the National Geodetic Survey in June 1991..
 OH0372
 OH0372.The geoid height was determined by GEOID03.
 OH0372
 OH0372.The dynamic height is computed by dividing the NAVD 88
 OH0372.geopotential number by the normal gravity value computed on the
 OH0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0372.degrees latitude (g = 980.6199 gals.).
 OH0372
 OH0372.The modeled gravity was interpolated from observed gravity values.
 OH0372
 OH0372;                    North         East    Units  Estimated Accuracy
 OH0372;SPC ID W     -   181,340.      737,990.      MT  (+/- 180 meters Scaled)
 OH0372
 OH0372                          SUPERSEDED SURVEY CONTROL
 OH0372
 OH0372  NGVD 29 (??/??/92)  692.352  (m)         2271.49   (f) ADJ UNCH    2 0
 OH0372
 OH0372.Superseded values are not recommended for survey control.
 OH0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0372.See file dsdata.txt to determine how the superseded data were derived.
 OH0372
 OH0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH394938(NAD 83)
 OH0372_MARKER: DB = BENCH MARK DISK
 OH0372_SETTING: 80 = SET IN A BOULDER
 OH0372_SP_SET: BOULDER
 OH0372_STAMPING: G 295 1944
 OH0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0372+STABILITY: SURFACE MOTION
 OH0372
 OH0372  HISTORY     - Date     Condition        Report By
 OH0372  HISTORY     - 1944     MONUMENTED       CGS
 OH0372
 OH0372                          STATION DESCRIPTION
 OH0372
 OH0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0372'10 MI NW FROM SWAN FALLS DAM.
 OH0372'10 MILES NORTHWEST OF THE DAM AT SWAN FALLS DAM, ADA COUNTY, IN THE
 OH0372'CANYON ALONG THE NORTHEAST BANK OF THE SNAKE RIVER, 0.9 MILES
 OH0372'SOUTHEAST OF THE RAILROAD BRIDGE OVER SNAKE RIVER, 0.2 MILE SOUTHEAST
 OH0372'OF A Y ROAD AT A CORRAL, AT THE SOUTHEAST END OF A TURNOUT IN THE
 OH0372'ROAD, 27 FEET NORTHEAST OF THE CENTERLINE OF A TRACK ROAD, 14 YARDS
 OH0372'NORTHEAST OF AN 8 FOOT RIVER EMBANKMENT, 3 FEET ABOVE THE LEVEL OF THE
 OH0372'ROAD.  A STANDARD BRONZE DISK SET IN THE TOP OF A BOULDER 2 FEET ABOVE
 OH0372'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0298 ***********************************************************************
 OH0298  DESIGNATION -  G 296
 OH0298  PID         -  OH0298
 OH0298  STATE/COUNTY-  ID/OWYHEE
 OH0298  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0298
 OH0298                         *CURRENT SURVEY CONTROL
 OH0298  ___________________________________________________________________
 OH0298* NAD 83(1992)-  43 06 30.51527(N)    116 16 08.71272(W)     ADJUSTED  
 OH0298* NAVD 88     -       711.339  (meters)    2333.78   (feet)  ADJUSTED  
 OH0298  ___________________________________________________________________
 OH0298  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 OH0298  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 OH0298  DYNAMIC HT  -         711.055 (meters)    2332.85  (feet)  COMP
 OH0298  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 OH0298
 OH0298  HORZ ORDER  -  THIRD
 OH0298  VERT ORDER  -  SECOND    CLASS 0
 OH0298
 OH0298.The horizontal coordinates were established by classical geodetic methods
 OH0298.and adjusted by the National Geodetic Survey in July 1992..
 OH0298
 OH0298.The orthometric height was determined by differential leveling
 OH0298.and adjusted by the National Geodetic Survey in June 1991..
 OH0298
 OH0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0298
 OH0298.The geoid height was determined by GEOID03.
 OH0298
 OH0298.The dynamic height is computed by dividing the NAVD 88
 OH0298.geopotential number by the normal gravity value computed on the
 OH0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0298.degrees latitude (g = 980.6199 gals.).
 OH0298
 OH0298.The modeled gravity was interpolated from observed gravity values.
 OH0298
 OH0298;                    North         East     Units Scale Factor Converg.
 OH0298;SPC ID W     -   160,277.530   757,750.468   MT  0.99995528   -0 21 17.1
 OH0298;UTM  11      - 4,773,120.271   559,470.724   MT  0.99964351   +0 29 58.2
 OH0298
 OH0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0298!SPC ID W     -   0.99989111  x   0.99995528  =   0.99984640
 OH0298!UTM  11      -   0.99989111  x   0.99964351  =   0.99953466
 OH0298
 OH0298                          SUPERSEDED SURVEY CONTROL
 OH0298
 OH0298  NAD 83(1986)-  43 06 30.51571(N)    116 16 08.70793(W) AD(       ) 3
 OH0298  NAD 27      -  43 06 30.91391(N)    116 16 05.33038(W) AD(       ) 3
 OH0298  NGVD 29 (??/??/92)  710.443  (m)         2330.85   (f) ADJ UNCH    2 0
 OH0298
 OH0298.Superseded values are not recommended for survey control.
 OH0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0298.See file dsdata.txt to determine how the superseded data were derived.
 OH0298
 OH0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH5947173120(NAD 83)
 OH0298_MARKER: DB = BENCH MARK DISK
 OH0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0298_STAMPING: G 296 1944
 OH0298_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0298+STABILITY: SURFACE MOTION
 OH0298
 OH0298  HISTORY     - Date     Condition        Report By
 OH0298  HISTORY     - 1944     MONUMENTED       CGS
 OH0298  HISTORY     - 1944     GOOD             CGS
 OH0298  HISTORY     - 19850911 GOOD             NGS
 OH0298
 OH0298                          STATION DESCRIPTION
 OH0298
 OH0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH0298'STATION IS LOCATED ABOUT 23 MILES SE OF MURPHY, AT THE CONFLUENCE
 OH0298'OF CASTLE CREEK WITH THE SNAKE RIVER.  IT IS ABOUT 41 FEET
 OH0298'S OF THE S BANK OF THE SNAKE RIVER, ABOUT 100 FEET W OF THE W
 OH0298'BANK OF CASTLE CREEK, AND 144 FEET SW OF THE POINT OF LAND AT
 OH0298'THE CONFLUENCE.
 OH0298'
 OH0298'STATION MARK IS A BRONZE BENCH-MARK DISK SET IN THE TOP OF A
 OH0298'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 OH0298'POST IS STENCILED U.S.B.M.  DISK IS STAMPED G 296 1944.  IT IS
 OH0298'NEAR A 4-INCH-SQUARE WHITE WOODEN WITNESS POST WHICH PROJECTS
 OH0298'ABOUT 3 FEET ABOVE THE GROUND.
 OH0298'
 OH0298'TO REACH STATION FROM THE GRAND VIEW END OF THE SNAKE RIVER
 OH0298'BRIDGE, GO S ON HIGHWAY FOR 0.5 MILE TO A FORK AT A BRIDGE
 OH0298'OVER A CANAL.  THEN RIGHT FORK NW TOWARDS OREANA FOR 10.2 MILES
 OH0298'TO A FORK.  THEN RIGHT FORK W FOR 1.4 MILES TO STEEL BRIDGE
 OH0298'OVER CASTLE CREEK.  THEN CONTINUE STRAIGHT AHEAD FOR 1.6 MILES
 OH0298'TO A FORK AT A CONCRETE PIPE CULVERT AND B.M. B 72 ON THE RIGHT.
 OH0298'THEN RIGHT FORK NW, PASSING TO THE N OF THE BENCH MARK, FOR
 OH0298'3.8 MILES TO A FORK.  THEN RIGHT FORK FOR 0.55 MILE TO A WIRE
 OH0298'GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.3 MILE TO A GATE
 OH0298'AT AN ABANDONED RANCH HOUSE.  PASS THROUGH THE GATE AND
 OH0298'CONTINUE FOR 0.3 MILE TO THE MOUTH OF CASTLE CREEK AND THE
 OH0298'STATION.
 OH0298
 OH0298                          STATION RECOVERY (1944)
 OH0298
 OH0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 OH0298'13.1 MI SE FROM SWAN FALLS DAM.
 OH0298'13.1 MILES SOUTHEAST OF THE DAM AT SWAN FALLS DAM, ADA COUNTY, IN THE
 OH0298'CANYON ALONG THE SOUTHWEST BANK OF SNAKE RIVER, 16.7 MILES NORTHWEST
 OH0298'OF THE SNAKE RIVER BRIDGE AT GRAND VIEW, AT THE MOUTH OF CASTLE CREEK,
 OH0298'23 YARDS NORTHWEST OF A POINT ON THE NORTH SIDE OF THE MOUTH OF CASTLE
 OH0298'CREEK, 11 YARDS WEST OF THE BANK OF SNAKE RIVER, 43 YARDS SOUTHEAST OF
 OH0298'A LONE TREE AND 3 FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN POST. A
 OH0298'STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE POST 1 FOOT ABOVE
 OH0298'THE GROUND.
 OH0298
 OH0298                          STATION RECOVERY (1985)
 OH0298
 OH0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 OH0298'THE STATION WAS RECOVERED IN GOOD CONDITION.  RMS 1 AND 2 WERE
 OH0298'ESTABLISHED AT THIS TIME.  AN AZ MK WAS ALSO ESTABLISHED.  THE STATION
 OH0298'IS LOCATED ABOUT 23 MILES (37.0 KM) SE OF MURPHY AT THE CONFLUENCE OF
 OH0298'CASTLE CREEK AND THE SNAKE RIVER.  OWNERSHIP-- NETTLETON RANCH
 OH0298' 
 OH0298'TO REACH THE STATION FROM THE INTERSECTION OF HWYS 78 AND 67 IN GRAND
 OH0298'VIEW GO NW ON HWY 78 FOR 12.0 MILES, (19.3 KM) TURN RIGHT ON WEES ROAD
 OH0298'AND GO 3.6 MILES, (5.8 KM) TURN RIGHT AND GO 1.1 MILES (1.8 KM) TO
 OH0298'ENTRANCE TO NETTLETON RANCH, COTINUE EASTERLY ON RANCH 0.3 MILES. (0.5
 OH0298'KM) THE MARK IS 0.3 MILE (0.5 KM) NE OF THE RANCH HOUSE. PROPERTY
 OH0298'OWNER WILL DIRECT THE BEST WAY TO DRIVE THE MARK.
 OH0298' 
 OH0298'STATION IS A STANDARD BENCH MARK DISK STAMPED---G 296 1944---.  SET
 OH0298'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN DIAMETER,
 OH0298'PROJECTING 20 CM ABOVE THE GROUND.  THE STATION IS LOCATED 47.0 FT
 OH0298'(14.3 M) ESE FROM A LARGE TREE, 31.0 FT (9.4 M) W FROM THE JUNCTION OF
 OH0298'THE SNAKE RIVER AND CASTLE CREEK, 9 FT (2.7 M) S FROM THE S BANK OF
 OH0298'SNAKE RIVER, 22.0 FT (6.7 M) N FROM THE N BANK OF CASTLE CREEK, 0.4 FT
 OH0298'(12.2 CM) S FROM A WITNESS POST.  RM NO 1, IS A STANDARD NGS DISK
 OH0298'STAMPED---BENCH MARK N 26 1944 NO 1 1985---, SET INTO THE TOP OF A
 OH0298'ROUND CONCRETE MONUMENT, 20 CM IN DIAMETER, PROJECTING 10 CM ABOVE THE
 OH0298'GROUND.  THE STATION IS LOCATED 11.0 METERS (36.1 FT) N FROM THE N
 OH0298'BANK OF CASTLE CREEK, 27.0 METERS (88.6 FT) W FROM THE JUNCTION OF THE
 OH0298'SNAKE RIVER AND CASTLE CREEK, 11.0 METERS (36.1 FT) SSW FOM A WITNESS
 OH0298'POST, AND 0.3 METERS (1.0 FT) SSW LOWER THAN THE STATION.  RM NO 2, IS
 OH0298'A STANDARD NGS DISK STAMPED---BENCH MARK G 296 1944 NO 2 1985---, SET
 OH0298'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 20 CM IN DIAMETER,
 OH0298'PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED 38 METERS
 OH0298'(124.7 FT) SSE FROM A LARGE TREE, 12 METERS (39.4 FT) W FROM THE W
 OH0298'BANK OF SNAKE, 10.4 METERS (34.1 FT) WNW FROM A WITNESS POST, AND 0.3
 OH0298'METERS (1.0 FT) LOWER THAN THE STATION.  AZ MK NO 1, IS A STANDARD NGS
 OH0298'DISK STAMPED---BENCH MARK G 296 1944 NO 1 1985---, SET INTO A ROCK
 OH0298'OUTCROP, 1 METER, (3.3 FT) LARGEST DIMENSION.  THE STATION IS LOCATED
 OH0298'17.7 METERS (58.1 FT) NW FROM THE CENTERLINE OF BEND IN ROAD, 3.1
 OH0298'METERS (10.2 FT) SSE FROM THE N END OF A FENCE AT BLUFF FACE, 2.3
 OH0298'METERS (7.5 FT) E FROM A FENCE, AND 0.7 METERS (2.3 FT) S FROM A
 OH0298'WITNESS POST.  TO REACH THE AZ MK FROM THE STATION GO N 0.1 MILE (0.2
 OH0298'KM) TO THE NE CORNER OF THE FIELD, TURN LEFT AND GO 0.3 MILE (0.5 KM)
 OH0298'TO ROAD CONTINUE W 0.2 MILE (0.3 KM) TO THE MARK ON THE RIGHT AT A 90
 OH0298'DEGREE BEND IN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1492 ***********************************************************************
 OH1492  DESIGNATION -  G 296 RM 1
 OH1492  PID         -  OH1492
 OH1492  STATE/COUNTY-  ID/OWYHEE
 OH1492  USGS QUAD   -  CASTLE BUTTE (1992)
 OH1492
 OH1492                         *CURRENT SURVEY CONTROL
 OH1492  ___________________________________________________________________
 OH1492* NAD 83(1986)-  43 06 30.     (N)    116 16 08.     (W)     SCALED    
 OH1492* NAVD 88     -       711.05   (meters)    2332.8    (feet)  RESET     
 OH1492  ___________________________________________________________________
 OH1492  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 OH1492
 OH1492  VERT ORDER  -  THIRD
 OH1492
 OH1492.The horizontal coordinates were scaled from a topographic map and have
 OH1492.an estimated accuracy of +/- 6 seconds.
 OH1492
 OH1492.The orthometric height was computed from unverified reset data.
 OH1492.No vertical observational check was made to the station.
 OH1492
 OH1492.The geoid height was determined by GEOID03.
 OH1492
 OH1492;                    North         East    Units  Estimated Accuracy
 OH1492;SPC ID W     -   160,260.      757,770.      MT  (+/- 180 meters Scaled)
 OH1492
 OH1492                          SUPERSEDED SURVEY CONTROL
 OH1492
 OH1492  NGVD 29 (03/27/06)  710.16   (m)         2329.9    (f) RESET       3  
 OH1492
 OH1492.Superseded values are not recommended for survey control.
 OH1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1492.See file dsdata.txt to determine how the superseded data were derived.
 OH1492
 OH1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH594731(NAD 83)
 OH1492_MARKER: DR = REFERENCE MARK DISK
 OH1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1492_SP_SET: CONCRETE POST
 OH1492_STAMPING: BENCH MARK G 296 1944 NO 1 1985
 OH1492_MARK LOGO: NGS   
 OH1492_PROJECTION: FLUSH
 OH1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1492+STABILITY: SURFACE MOTION
 OH1492
 OH1492  HISTORY     - Date     Condition        Report By
 OH1492  HISTORY     - 1985     MONUMENTED       NGS
 OH1492
 OH1492                          STATION DESCRIPTION
 OH1492
 OH1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OH1492'27.8 KM (17.25 MI) SE FROM SWAN FALLS DAM.
 OH1492'FROM THE INTERSECTION OF HIGHWAYS 78 AND 67 IN GRAND VIEW GO NORTHWEST
 OH1492'ON HIGHWAY 78 FOR 19.2 KM (11.95 MI), TURN RIGHT ON WEES ROAD AND GO
 OH1492'5.8 KM (3.60 MI) TURN RIGHT ONTO FARM ROAD AND GO 1.8 KM (1.10 MI) TO
 OH1492'ENTRANCE TO NETTLETON RANCH, CONTINUE ON 0.5 KM (0.30 MI) TO RANCH
 OH1492'HOUSE, THE MARK IS 0.5 KM (0.30 MI) NORTHEAST OF THIS POINT, 10.65
 OH1492'METERS SOUTHWEST OF BM G 296, 14.61 METERS SOUTH OF RM 2, 27.0 METERS
 OH1492'WEST FROM THE JUNCTION OF THE SNAKE RIVER AND CASTLE CREEK, 11.0
 OH1492'METERS NORTH FROM THE NORTH BANK OF CASTLE CREEK AND 11 METERS SOUTH
 OH1492'SOUTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1493 ***********************************************************************
 OH1493  DESIGNATION -  G 296 RM 2
 OH1493  PID         -  OH1493
 OH1493  STATE/COUNTY-  ID/OWYHEE
 OH1493  USGS QUAD   -  CASTLE BUTTE (1992)
 OH1493
 OH1493                         *CURRENT SURVEY CONTROL
 OH1493  ___________________________________________________________________
 OH1493* NAD 83(1986)-  43 06 30.     (N)    116 16 08.     (W)     SCALED    
 OH1493* NAVD 88     -       711.36   (meters)    2333.9    (feet)  RESET     
 OH1493  ___________________________________________________________________
 OH1493  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 OH1493
 OH1493  VERT ORDER  -  THIRD
 OH1493
 OH1493.The horizontal coordinates were scaled from a topographic map and have
 OH1493.an estimated accuracy of +/- 6 seconds.
 OH1493
 OH1493.The orthometric height was computed from unverified reset data.
 OH1493.No vertical observational check was made to the station.
 OH1493
 OH1493.The geoid height was determined by GEOID03.
 OH1493
 OH1493;                    North         East    Units  Estimated Accuracy
 OH1493;SPC ID W     -   160,260.      757,770.      MT  (+/- 180 meters Scaled)
 OH1493
 OH1493                          SUPERSEDED SURVEY CONTROL
 OH1493
 OH1493  NGVD 29 (03/27/06)  710.46   (m)         2330.9    (f) RESET       3  
 OH1493
 OH1493.Superseded values are not recommended for survey control.
 OH1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1493.See file dsdata.txt to determine how the superseded data were derived.
 OH1493
 OH1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH594731(NAD 83)
 OH1493_MARKER: DR = REFERENCE MARK DISK
 OH1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1493_SP_SET: CONCRETE POST
 OH1493_STAMPING: BENCH MARK G 296 1944 NO 2 1985
 OH1493_MARK LOGO: NGS   
 OH1493_PROJECTION: FLUSH
 OH1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1493+STABILITY: SURFACE MOTION
 OH1493
 OH1493  HISTORY     - Date     Condition        Report By
 OH1493  HISTORY     - 1985     MONUMENTED       NGS
 OH1493
 OH1493                          STATION DESCRIPTION
 OH1493
 OH1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OH1493'27.8 KM (17.25 MI) SE FROM SWAN FALLS DAM.
 OH1493'FROM THE INTERSECTION OF HIGHWAYS 78 AND 67 IN GRAND VIEW GO NORTHWEST
 OH1493'ON HIGHWAY 78 FOR 19.2 KM (11.95 MI), TURN RIGHT ONTO WEES ROAD AND
 OH1493'GO 5.8 KM (3.60 MI) TURN RIGHT ONTO FARM ROAD AND GO 1.8 KM (1.10 MI)
 OH1493'TO ENTRANCE TO NETTLETON RANCH, CONTINUE ON 0.5 KM (0.30 MI) TO RANCH
 OH1493'HOUSE, THE MARK IS 0.3 MILE NORTHEAST OF THIS POINT, 10.41 METERS
 OH1493'NORTHWEST OF BM G 296, 14.61 METERS NORTH OF RM 1, 38 METERS EAST
 OH1493'SOUTHEAST OF A LARGE TREE, 12 METERS WEST OF WEST BANK OF SNAKE AND
 OH1493'10.4 METERS WEST NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0702 ***********************************************************************
 NV0702  DESIGNATION -  G 297
 NV0702  PID         -  NV0702
 NV0702  STATE/COUNTY-  ID/OWYHEE
 NV0702  USGS QUAD   -  C J STRIKE DAM (1992)
 NV0702
 NV0702                         *CURRENT SURVEY CONTROL
 NV0702  ___________________________________________________________________
 NV0702* NAD 83(1986)-  42 58 56.     (N)    115 55 14.     (W)     SCALED    
 NV0702* NAVD 88     -       736.843  (meters)    2417.46   (feet)  ADJUSTED  
 NV0702  ___________________________________________________________________
 NV0702  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 NV0702  DYNAMIC HT  -         736.524 (meters)    2416.41  (feet)  COMP
 NV0702  MODELED GRAV-     980,164.1   (mgal)                       NAVD 88
 NV0702
 NV0702  VERT ORDER  -  SECOND    CLASS 0
 NV0702
 NV0702.The horizontal coordinates were scaled from a topographic map and have
 NV0702.an estimated accuracy of +/- 6 seconds.
 NV0702
 NV0702.The orthometric height was determined by differential leveling
 NV0702.and adjusted by the National Geodetic Survey in June 1991..
 NV0702
 NV0702.The geoid height was determined by GEOID03.
 NV0702
 NV0702.The dynamic height is computed by dividing the NAVD 88
 NV0702.geopotential number by the normal gravity value computed on the
 NV0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0702.degrees latitude (g = 980.6199 gals.).
 NV0702
 NV0702.The modeled gravity was interpolated from observed gravity values.
 NV0702
 NV0702;                    North         East    Units  Estimated Accuracy
 NV0702;SPC ID W     -   146,140.      786,090.      MT  (+/- 180 meters Scaled)
 NV0702
 NV0702                          SUPERSEDED SURVEY CONTROL
 NV0702
 NV0702  NGVD 29 (??/??/92)  735.972  (m)         2414.60   (f) ADJ UNCH    2 0
 NV0702
 NV0702.Superseded values are not recommended for survey control.
 NV0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0702.See file dsdata.txt to determine how the superseded data were derived.
 NV0702
 NV0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH880594(NAD 83)
 NV0702_MARKER: DB = BENCH MARK DISK
 NV0702_SETTING: 80 = SET IN A BOULDER
 NV0702_SP_SET: BOULDER
 NV0702_STAMPING: G 297 1944
 NV0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0702+STABILITY: SURFACE MOTION
 NV0702
 NV0702  HISTORY     - Date     Condition        Report By
 NV0702  HISTORY     - 1944     MONUMENTED       CGS
 NV0702
 NV0702                          STATION DESCRIPTION
 NV0702
 NV0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NV0702'15.0 MI E FROM GRANDVIEW.
 NV0702'ALONG THE SOUTH BANK OF THE SNAKE RIVER, IN A DEEP CANYON.  6.6 MILES
 NV0702'NORTHEAST OF THE MOUTH OF THE BRUNEAU RIVER.  5.6 MILES WEST OF A
 NV0702'SMALL FARM HOUSE AT CRANE FALLS.  NEAR THE NORTH END OF A LONG
 NV0702'CIRCULAR FLAT AREA.  HALF WAY BETWEEN 2 CURVES IN THE RIVER. OPPOSITE
 NV0702'A LARGE AREA OF SHALLOW RAPIDS.  40 YARDS WEST OF THE RIVER BANK. 35
 NV0702'FEET ABOVE THE PRESENT WATER LEVEL.  ON TOP OF A 5 FOOT ROCK BOULDER.
 NV0702'2.5 FEET ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS INACCESSIBLE BY
 NV0702'TRUCK.  WHITE BM AND ARROWS PAINTED ON ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0725 ***********************************************************************
 NV0725  DESIGNATION -  G 298
 NV0725  PID         -  NV0725
 NV0725  STATE/COUNTY-  ID/ELMORE
 NV0725  USGS QUAD   -  INDIAN COVE (1992)
 NV0725
 NV0725                         *CURRENT SURVEY CONTROL
 NV0725  ___________________________________________________________________
 NV0725* NAD 83(1986)-  42 56 33.     (N)    115 36 17.     (W)     SCALED    
 NV0725* NAVD 88     -       755.464  (meters)    2478.55   (feet)  ADJUSTED  
 NV0725  ___________________________________________________________________
 NV0725  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 NV0725  DYNAMIC HT  -         755.151 (meters)    2477.52  (feet)  COMP
 NV0725  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 NV0725
 NV0725  VERT ORDER  -  SECOND    CLASS 0
 NV0725
 NV0725.The horizontal coordinates were scaled from a topographic map and have
 NV0725.an estimated accuracy of +/- 6 seconds.
 NV0725
 NV0725.The orthometric height was determined by differential leveling
 NV0725.and adjusted by the National Geodetic Survey in June 1991..
 NV0725
 NV0725.The geoid height was determined by GEOID03.
 NV0725
 NV0725.The dynamic height is computed by dividing the NAVD 88
 NV0725.geopotential number by the normal gravity value computed on the
 NV0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0725.degrees latitude (g = 980.6199 gals.).
 NV0725
 NV0725.The modeled gravity was interpolated from observed gravity values.
 NV0725
 NV0725;                    North         East    Units  Estimated Accuracy
 NV0725;SPC ID W     -   141,720.      811,860.      MT  (+/- 180 meters Scaled)
 NV0725
 NV0725                          SUPERSEDED SURVEY CONTROL
 NV0725
 NV0725  NGVD 29 (??/??/92)  754.638  (m)         2475.84   (f) ADJ UNCH    2 0
 NV0725
 NV0725.Superseded values are not recommended for survey control.
 NV0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0725.See file dsdata.txt to determine how the superseded data were derived.
 NV0725
 NV0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH138553(NAD 83)
 NV0725_MARKER: DB = BENCH MARK DISK
 NV0725_SETTING: 80 = SET IN A BOULDER
 NV0725_SP_SET: BOULDER
 NV0725_STAMPING: G 298 1945
 NV0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0725+STABILITY: SURFACE MOTION
 NV0725
 NV0725  HISTORY     - Date     Condition        Report By
 NV0725  HISTORY     - 1945     MONUMENTED       CGS
 NV0725  HISTORY     - 19890824 GOOD             USPSQD
 NV0725
 NV0725                          STATION DESCRIPTION
 NV0725
 NV0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0725'8.5 MI W FROM HAMMETT.
 NV0725'8.5 MILES WEST OF THE RAILROAD STATION AT HAMMETT, ELMORE COUNTY, IN A
 NV0725'DEEP CANYON ALONG THE NORTH BANK OF THE SNAKE RIVER, 8.7 MILES EAST OF
 NV0725'THE SNAKE RIVER BRIDGE NORTH OF BRUNEAU, 4.3 MILES WEST OF THE SNAKE
 NV0725'RIVER BRIDGE WHICH IS 4 MILES SOUTHWEST OF HAMMETT, THENCE 200 YARDS
 NV0725'SOUTHWEST OF THE END OF TRUCK TRAVEL FROM THE EAST, 200 FEET NORTH OF
 NV0725'THE NORTH BANK OF THE RIVER AND 31 FEET WEST OF A WASH.  A STANDARD
 NV0725'BRONZE DISK SET IN THE TOP OF A 1-1/2 X 2 FOOT BOULDER PROJECTING 2
 NV0725'FEET.  A WHITE BM PAINTED ON THE FACE OF THE BOULDER AND WHITE ARROWS
 NV0725'PAINTED ON THE SURROUNDING ROCKS POINTING TO THE BENCH MARK.
 NV0725
 NV0725                          STATION RECOVERY (1989)
 NV0725
 NV0725'RECOVERY NOTE BY US POWER SQUADRON 1989 (TTS)
 NV0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0400 ***********************************************************************
 NV0400  DESIGNATION -  G 299 RESET
 NV0400  PID         -  NV0400
 NV0400  STATE/COUNTY-  ID/GOODING
 NV0400  USGS QUAD   -  HAGERMAN (1992)
 NV0400
 NV0400                         *CURRENT SURVEY CONTROL
 NV0400  ___________________________________________________________________
 NV0400* NAD 83(1986)-  42 46 24.     (N)    114 55 50.     (W)     SCALED    
 NV0400* NAVD 88     -       855.58   (meters)    2807.0    (feet)  RESET     
 NV0400  ___________________________________________________________________
 NV0400  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 NV0400
 NV0400  VERT ORDER  -  THIRD
 NV0400
 NV0400.The horizontal coordinates were scaled from a topographic map and have
 NV0400.an estimated accuracy of +/- 6 seconds.
 NV0400
 NV0400.The orthometric height was computed from unverified reset data.
 NV0400
 NV0400.The geoid height was determined by GEOID03.
 NV0400
 NV0400;                    North         East    Units  Estimated Accuracy
 NV0400;SPC ID C     -   123,340.      423,850.      MT  (+/- 180 meters Scaled)
 NV0400
 NV0400                          SUPERSEDED SURVEY CONTROL
 NV0400
 NV0400.No superseded survey control is available for this station.
 NV0400
 NV0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH692377(NAD 83)
 NV0400_MARKER: DB = BENCH MARK DISK
 NV0400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0400_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0400_STAMPING: G 299 RESET 1949
 NV0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0400
 NV0400  HISTORY     - Date     Condition        Report By
 NV0400  HISTORY     - 1949     MONUMENTED       LOCENG
 NV0400
 NV0400                          STATION DESCRIPTION
 NV0400
 NV0400'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 NV0400'5.0 MI SW FROM HAGERMAN.
 NV0400'5.0 MILES SOUTHWEST OF HAGERMAN, TO REACH FROM THE POST OFFICE, TO
 NV0400'BOTTOM OF STEEP HILL AND CAUSEWAY LEADING TO MILLER ISLAND.  MARK IS
 NV0400'APPROXIMATELY 200 YARDS DOWNSTREAM FROM THE CAUSEWAY, ON THE NORTH
 NV0400'BANK OF AN INLET, 2 FEET NORTH OF AN EAST-AND-WEST FENCE, AND 2 FEET
 NV0400'EAST OF A WHITE WOODEN WITNESS POST.  SET IN THE TOP OF A
 NV0400'CONCRETE-FILLED 4-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1156 ***********************************************************************
 NU1156  DESIGNATION -  G 30
 NU1156  PID         -  NU1156
 NU1156  STATE/COUNTY-  ID/CASSIA
 NU1156  USGS QUAD   -  BURLEY SE (1978)
 NU1156
 NU1156                         *CURRENT SURVEY CONTROL
 NU1156  ___________________________________________________________________
 NU1156* NAD 83(1986)-  42 33 18.     (N)    113 45 23.     (W)     SCALED    
 NU1156* NAVD 88     -      1266.787  (meters)    4156.12   (feet)  ADJUSTED  
 NU1156  ___________________________________________________________________
 NU1156  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 NU1156  DYNAMIC HT  -        1266.065 (meters)    4153.75  (feet)  COMP
 NU1156  MODELED GRAV-     980,007.2   (mgal)                       NAVD 88
 NU1156
 NU1156  VERT ORDER  -  FIRST     CLASS II
 NU1156
 NU1156.The horizontal coordinates were scaled from a topographic map and have
 NU1156.an estimated accuracy of +/- 6 seconds.
 NU1156
 NU1156.The orthometric height was determined by differential leveling
 NU1156.and adjusted by the National Geodetic Survey in June 1991..
 NU1156.WARNING-Repeat measurements at this control monument indicate possible
 NU1156.vertical movement.
 NU1156
 NU1156.The geoid height was determined by GEOID03.
 NU1156
 NU1156.The dynamic height is computed by dividing the NAVD 88
 NU1156.geopotential number by the normal gravity value computed on the
 NU1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1156.degrees latitude (g = 980.6199 gals.).
 NU1156
 NU1156.The modeled gravity was interpolated from observed gravity values.
 NU1156
 NU1156;                    North         East    Units  Estimated Accuracy
 NU1156;SPC ID C     -    98,700.      520,010.      MT  (+/- 180 meters Scaled)
 NU1156
 NU1156                          SUPERSEDED SURVEY CONTROL
 NU1156
 NU1156  NGVD 29 (??/??/92) 1265.850  (m)         4153.04   (f) ADJ UNCH    1 2
 NU1156
 NU1156.Superseded values are not recommended for survey control.
 NU1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1156.See file dsdata.txt to determine how the superseded data were derived.
 NU1156
 NU1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN737150(NAD 83)
 NU1156_MARKER: DB = BENCH MARK DISK
 NU1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1156_STAMPING: G 30 1934
 NU1156_MARK LOGO: CGS   
 NU1156_PROJECTION: PROJECTING 30 CENTIMETERS
 NU1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1156+STABILITY: SURFACE MOTION
 NU1156
 NU1156  HISTORY     - Date     Condition        Report By
 NU1156  HISTORY     - 1934     MONUMENTED       CGS
 NU1156  HISTORY     - 1967     GOOD             NGS
 NU1156  HISTORY     - 1983     GOOD             NGS
 NU1156
 NU1156                          STATION DESCRIPTION
 NU1156
 NU1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU1156'IN HAYBURN.
 NU1156'2.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU1156'BURLEY, AT HEYBURN, 114 FEET WEST OF THE SOUTHWEST CORNER OF A POTATO
 NU1156'CELLAR, 86 FEET SOUTH OF THE YARD LIMIT SIGNPOST, 16 FEET WEST OF THE
 NU1156'CENTERLINE OF THE TRACK, 1 FOOT EAST OF A METAL WITNESS POST WITH
 NU1156'SIGN, SET IN A PRECAST CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE
 NU1156'POTATO CELLER IS NO LONGER IN EXISTENCE.  A NEW REFERANCE IS GIVEN,
 NU1156'STATION IS 103 FT. W. OF THE SOUTHWEST CORNER OF THE WESTERN SEEDS
 NU1156'INC.  BUILDING.
 NU1156
 NU1156                          STATION RECOVERY (1983)
 NU1156
 NU1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1156'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.3 KM
 NU1156'(1.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE EAST BOUND
 NU1156'INTERSTATE 84 OVERPASS BRIDGE AT HEYBURN, THENCE 0.15 KM (0.1 MI)
 NU1156'NORTH ALONG J STREET, IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 NU1156'UNION PACIFIC RAILROAD, 0.4 KM (0.25 MI) SOUTH OF THE HEYBURN POST
 NU1156'OFFICE, 18.9 METERS (62 FT) EAST OF THE CENTER OF J STREET AND 4.7
 NU1156'METERS (15.5 MI) NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACKS.
 NU1156'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 NU1156'THE MARK IS 0.15 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0346 ***********************************************************************
 RA0346  DESIGNATION -  G 300
 RA0346  PID         -  RA0346
 RA0346  STATE/COUNTY-  ID/IDAHO
 RA0346  USGS QUAD   -  OLD TIMER MOUNTAIN (1990)
 RA0346
 RA0346                         *CURRENT SURVEY CONTROL
 RA0346  ___________________________________________________________________
 RA0346* NAD 83(1986)-  45 27 34.     (N)    116 33 51.     (W)     SCALED    
 RA0346* NAVD 88     -       390.314  (meters)    1280.56   (feet)  ADJUSTED  
 RA0346  ___________________________________________________________________
 RA0346  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA0346  DYNAMIC HT  -         390.128 (meters)    1279.94  (feet)  COMP
 RA0346  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 RA0346
 RA0346  VERT ORDER  -  SECOND    CLASS 0
 RA0346
 RA0346.The horizontal coordinates were scaled from a topographic map and have
 RA0346.an estimated accuracy of +/- 6 seconds.
 RA0346
 RA0346.The orthometric height was determined by differential leveling
 RA0346.and adjusted by the National Geodetic Survey in June 1991..
 RA0346
 RA0346.The geoid height was determined by GEOID03.
 RA0346
 RA0346.The dynamic height is computed by dividing the NAVD 88
 RA0346.geopotential number by the normal gravity value computed on the
 RA0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0346.degrees latitude (g = 980.6199 gals.).
 RA0346
 RA0346.The modeled gravity was interpolated from observed gravity values.
 RA0346
 RA0346;                    North         East    Units  Estimated Accuracy
 RA0346;SPC ID W     -   421,690.      736,330.      MT  (+/- 180 meters Scaled)
 RA0346
 RA0346                          SUPERSEDED SURVEY CONTROL
 RA0346
 RA0346  NGVD 29 (??/??/92)  389.136  (m)         1276.69   (f) ADJ UNCH    2 0
 RA0346
 RA0346.Superseded values are not recommended for survey control.
 RA0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0346.See file dsdata.txt to determine how the superseded data were derived.
 RA0346
 RA0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL340340(NAD 83)
 RA0346_MARKER: DB = BENCH MARK DISK
 RA0346_SETTING: 80 = SET IN A BOULDER
 RA0346_SP_SET: BOULDER
 RA0346_STAMPING: G 300 1945
 RA0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0346+STABILITY: SURFACE MOTION
 RA0346
 RA0346  HISTORY     - Date     Condition        Report By
 RA0346  HISTORY     - 1945     MONUMENTED       CGS
 RA0346  HISTORY     - 1946     GOOD             NGS
 RA0346
 RA0346                          STATION DESCRIPTION
 RA0346
 RA0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0346'14.9 MI S FROM PITTSBURG LANDING.
 RA0346'ALONG THE EAST BANK OF THE SNAKE RIVER, 14.9 MILES SOUTH OF THE BOAT
 RA0346'LANDING AT PITTSBURG LANDING, 0.3 MILE NORTH OF A HOUSE ON AND NEAR
 RA0346'THE NORTH END OF JOHNSONS BAR, ON THE FIRST BENCH ABOVE THE RIVER, 86
 RA0346'PACES NORTH OF A 3.5-FOOT LONE PINE TREE, 86 PACES EAST OF THE EAST
 RA0346'BANK OF THE RIVER, SET ON A LEDGE ON THE SOUTHWEST SIDE OF AN
 RA0346'8X12X8-FOOT BOULDER, ABOUT 2 FEET ABOVE THE GROUND, B M AND ARROWS
 RA0346'PAINTED ON BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0392 ***********************************************************************
 OH0392  DESIGNATION -  G 300
 OH0392  PID         -  OH0392
 OH0392  STATE/COUNTY-  ID/OWYHEE
 OH0392  USGS QUAD   -  MURPHY (1990)
 OH0392
 OH0392                         *CURRENT SURVEY CONTROL
 OH0392  ___________________________________________________________________
 OH0392* NAD 83(1986)-  43 14 29.     (N)    116 32 21.     (W)     SCALED    
 OH0392* NAVD 88     -       800.067  (meters)    2624.89   (feet)  ADJUSTED  
 OH0392  ___________________________________________________________________
 OH0392  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 OH0392  DYNAMIC HT  -         799.742 (meters)    2623.82  (feet)  COMP
 OH0392  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 OH0392
 OH0392  VERT ORDER  -  SECOND    CLASS 0
 OH0392
 OH0392.The horizontal coordinates were scaled from a topographic map and have
 OH0392.an estimated accuracy of +/- 6 seconds.
 OH0392
 OH0392.The orthometric height was determined by differential leveling
 OH0392.and adjusted by the National Geodetic Survey in June 1991..
 OH0392
 OH0392.The geoid height was determined by GEOID03.
 OH0392
 OH0392.The dynamic height is computed by dividing the NAVD 88
 OH0392.geopotential number by the normal gravity value computed on the
 OH0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0392.degrees latitude (g = 980.6199 gals.).
 OH0392
 OH0392.The modeled gravity was interpolated from observed gravity values.
 OH0392
 OH0392;                    North         East    Units  Estimated Accuracy
 OH0392;SPC ID W     -   175,210.      735,910.      MT  (+/- 180 meters Scaled)
 OH0392
 OH0392                          SUPERSEDED SURVEY CONTROL
 OH0392
 OH0392  NGVD 29 (??/??/92)  799.122  (m)         2621.79   (f) ADJ UNCH    2 0
 OH0392
 OH0392.Superseded values are not recommended for survey control.
 OH0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0392.See file dsdata.txt to determine how the superseded data were derived.
 OH0392
 OH0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH374877(NAD 83)
 OH0392_MARKER: DB = BENCH MARK DISK
 OH0392_SETTING: 80 = SET IN A BOULDER
 OH0392_SP_SET: BOULDER
 OH0392_STAMPING: G 300 1945
 OH0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0392+STABILITY: SURFACE MOTION
 OH0392
 OH0392  HISTORY     - Date     Condition        Report By
 OH0392  HISTORY     - 1945     MONUMENTED       CGS
 OH0392  HISTORY     - 1965     GOOD             NGS
 OH0392
 OH0392                          STATION DESCRIPTION
 OH0392
 OH0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 OH0392'2.1 MI N FROM MURPHY.
 OH0392'REACHED FROM THE MURPHY POST OFFICE BY GOING NORTHWEST ON STATE
 OH0392'HIGHWAY 45 FOR 0.35 MILE TO A SIDE ROAD RIGHT, THIS IS THE FIRST ROAD
 OH0392'RIGHT AFTER CROSSING THE CONCRETE BRIDGE OVER RABBIT CREEK, TURN RIGHT
 OH0392'AND GO NORTH ON THE DIRT ROAD, FORMERLY A RAILROAD-BED, FOR 1.8 MILES
 OH0392'TO THE MARK ON THE LEFT ON THE SUMMIT OF A SMALL ROCKY KNOLL THAT IS
 OH0392'ABOUT 10 FEET HIGHER THAN THE RAILROAD-BED.  IT IS 900 FEET WEST OF
 OH0392'BENCH MARK Y 72, 400 FEET WEST OF A DEEP WASH WHERE THE TRACK ROAD
 OH0392'CROSSES THE WASH, 100 FEET WEST OF THE OLD RAILROAD-BED WHERE THE
 OH0392'RAILROAD MADE A SLIGHT CUT ON THE WEST SIDE AND 2 FEET NORTH OF A
 OH0392'METAL WITNESS POST SET IN A 1 1/2 BY 2 FOOT BOULDER THAT PROJECTS 6
 OH0392'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0432 ***********************************************************************
 QB0432  DESIGNATION -  G 301
 QB0432  PID         -  QB0432
 QB0432  STATE/COUNTY-  ID/ADAMS
 QB0432  USGS QUAD   -  PECK MOUNTAIN (1986)
 QB0432
 QB0432                         *CURRENT SURVEY CONTROL
 QB0432  ___________________________________________________________________
 QB0432* NAD 83(1986)-  44 47 52.     (N)    116 31 54.     (W)     SCALED    
 QB0432* NAVD 88     -       970.869  (meters)    3185.26   (feet)  ADJUSTED  
 QB0432  ___________________________________________________________________
 QB0432  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 QB0432  DYNAMIC HT  -         970.572 (meters)    3184.28  (feet)  COMP
 QB0432  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 QB0432
 QB0432  VERT ORDER  -  SECOND    CLASS 0
 QB0432
 QB0432.The horizontal coordinates were scaled from a topographic map and have
 QB0432.an estimated accuracy of +/- 6 seconds.
 QB0432
 QB0432.The orthometric height was determined by differential leveling
 QB0432.and adjusted by the National Geodetic Survey in June 1991..
 QB0432
 QB0432.The geoid height was determined by GEOID03.
 QB0432
 QB0432.The dynamic height is computed by dividing the NAVD 88
 QB0432.geopotential number by the normal gravity value computed on the
 QB0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0432.degrees latitude (g = 980.6199 gals.).
 QB0432
 QB0432.The modeled gravity was interpolated from observed gravity values.
 QB0432
 QB0432;                    North         East    Units  Estimated Accuracy
 QB0432;SPC ID W     -   348,130.      738,160.      MT  (+/- 180 meters Scaled)
 QB0432
 QB0432                          SUPERSEDED SURVEY CONTROL
 QB0432
 QB0432  NGVD 29 (??/??/92)  969.849  (m)         3181.91   (f) ADJ UNCH    2 0
 QB0432
 QB0432.Superseded values are not recommended for survey control.
 QB0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0432.See file dsdata.txt to determine how the superseded data were derived.
 QB0432
 QB0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK370605(NAD 83)
 QB0432_MARKER: DB = BENCH MARK DISK
 QB0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0432_STAMPING: G 301 1945
 QB0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0432+STABILITY: SURFACE MOTION
 QB0432
 QB0432  HISTORY     - Date     Condition        Report By
 QB0432  HISTORY     - 1945     MONUMENTED       CGS
 QB0432
 QB0432                          STATION DESCRIPTION
 QB0432
 QB0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0432'6.9 MI NW FROM FRUITVALE.
 QB0432'6.9 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 QB0432'IDAHO TO HOMESTEAD, OREGON HIGHWAY.  1.4 MILES NORTH OF THE T ROAD
 QB0432'EAST TO FRUITVALE.  AT THE KEYES RANCH.  500 FEET EAST OF THE KEYES
 QB0432'MAIL BOX.  75 FEET NORTHWEST OF THE NORTH CORNER OF A BARN.  25 FEET
 QB0432'WEST OF THE CENTER-LINE OF THE ROAD.  10 FEET EAST OF A GATE. PROJECTS
 QB0432'4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0363 ***********************************************************************
 RA0363  DESIGNATION -  G 302
 RA0363  PID         -  RA0363
 RA0363  STATE/COUNTY-  ID/ADAMS
 RA0363  USGS QUAD   -  CUPRUM (1990)
 RA0363
 RA0363                         *CURRENT SURVEY CONTROL
 RA0363  ___________________________________________________________________
 RA0363* NAD 83(1986)-  45 03 29.     (N)    116 42 31.     (W)     SCALED    
 RA0363* NAVD 88     -      1377.622  (meters)    4519.75   (feet)  ADJUSTED  
 RA0363  ___________________________________________________________________
 RA0363  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 RA0363  DYNAMIC HT  -        1377.151 (meters)    4518.20  (feet)  COMP
 RA0363  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 RA0363
 RA0363  VERT ORDER  -  SECOND    CLASS 0
 RA0363
 RA0363.The horizontal coordinates were scaled from a topographic map and have
 RA0363.an estimated accuracy of +/- 6 seconds.
 RA0363
 RA0363.The orthometric height was determined by differential leveling
 RA0363.and adjusted by the National Geodetic Survey in June 1991..
 RA0363
 RA0363.The geoid height was determined by GEOID03.
 RA0363
 RA0363.The dynamic height is computed by dividing the NAVD 88
 RA0363.geopotential number by the normal gravity value computed on the
 RA0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0363.degrees latitude (g = 980.6199 gals.).
 RA0363
 RA0363.The modeled gravity was interpolated from observed gravity values.
 RA0363
 RA0363;                    North         East    Units  Estimated Accuracy
 RA0363;SPC ID W     -   377,210.      724,500.      MT  (+/- 180 meters Scaled)
 RA0363
 RA0363                          SUPERSEDED SURVEY CONTROL
 RA0363
 RA0363  NGVD 29 (??/??/92) 1376.510  (m)         4516.10   (f) ADJ UNCH    2 0
 RA0363
 RA0363.Superseded values are not recommended for survey control.
 RA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0363.See file dsdata.txt to determine how the superseded data were derived.
 RA0363
 RA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK229894(NAD 83)
 RA0363_MARKER: DB = BENCH MARK DISK
 RA0363_SETTING: 66 = SET IN ROCK OUTCROP
 RA0363_SP_SET: ROCK OUTCROP
 RA0363_STAMPING: G 302 1945
 RA0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0363+STABILITY: POSITION/ELEVATION WELL
 RA0363
 RA0363  HISTORY     - Date     Condition        Report By
 RA0363  HISTORY     - 1945     MONUMENTED       CGS
 RA0363  HISTORY     - 19870824 MARK NOT FOUND   USPSQD
 RA0363
 RA0363                          STATION DESCRIPTION
 RA0363
 RA0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0363'33.5 MI NW FROM FRUITVALE.
 RA0363'33.5 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 RA0363'IDAHO TO HOMESTEAD, OREGON ROAD.  11.8 MILES NORTHEAST OF THE POST
 RA0363'OFFICE AT HOMESTEAD.  6 FEET NORTH OF THE CENTERLINE OF THE ROAD. SET
 RA0363'IN A ROCK OUTCROP ABOUT 3 FEET ABOVE THE ROAD.  A WHITE BM IS PAINTED
 RA0363'ON THE FACE OF THE ROCK.
 RA0363
 RA0363                          STATION RECOVERY (1987)
 RA0363
 RA0363'RECOVERY NOTE BY US POWER SQUADRON 1987 (CDL)
 RA0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0258 ***********************************************************************
 QZ0258  DESIGNATION -  G 303
 QZ0258  PID         -  QZ0258
 QZ0258  STATE/COUNTY-  ID/IDAHO
 QZ0258  USGS QUAD   -  ELK CITY (1995)
 QZ0258
 QZ0258                         *CURRENT SURVEY CONTROL
 QZ0258  ___________________________________________________________________
 QZ0258* NAD 83(1986)-  45 46 56.     (N)    115 23 29.     (W)     SCALED    
 QZ0258* NAVD 88     -      1278.428  (meters)    4194.31   (feet)  ADJUSTED  
 QZ0258  ___________________________________________________________________
 QZ0258  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 QZ0258  DYNAMIC HT  -        1278.039 (meters)    4193.03  (feet)  COMP
 QZ0258  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 QZ0258
 QZ0258  VERT ORDER  -  FIRST     CLASS II
 QZ0258
 QZ0258.The horizontal coordinates were scaled from a topographic map and have
 QZ0258.an estimated accuracy of +/- 6 seconds.
 QZ0258
 QZ0258.The orthometric height was determined by differential leveling
 QZ0258.and adjusted by the National Geodetic Survey in June 1991..
 QZ0258
 QZ0258.The geoid height was determined by GEOID03.
 QZ0258
 QZ0258.The dynamic height is computed by dividing the NAVD 88
 QZ0258.geopotential number by the normal gravity value computed on the
 QZ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0258.degrees latitude (g = 980.6199 gals.).
 QZ0258
 QZ0258.The modeled gravity was interpolated from observed gravity values.
 QZ0258
 QZ0258;                    North         East    Units  Estimated Accuracy
 QZ0258;SPC ID W     -   457,300.      827,890.      MT  (+/- 180 meters Scaled)
 QZ0258
 QZ0258                          SUPERSEDED SURVEY CONTROL
 QZ0258
 QZ0258  NGVD 29 (??/??/92) 1277.318  (m)         4190.67   (f) ADJ UNCH    1 2
 QZ0258
 QZ0258.Superseded values are not recommended for survey control.
 QZ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0258.See file dsdata.txt to determine how the superseded data were derived.
 QZ0258
 QZ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL250711(NAD 83)
 QZ0258_MARKER: DB = BENCH MARK DISK
 QZ0258_SETTING: 80 = SET IN A BOULDER
 QZ0258_SP_SET: BOULDER
 QZ0258_STAMPING: G 303 1945
 QZ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0258+STABILITY: SURFACE MOTION
 QZ0258
 QZ0258  HISTORY     - Date     Condition        Report By
 QZ0258  HISTORY     - 1945     MONUMENTED       CGS
 QZ0258
 QZ0258                          STATION DESCRIPTION
 QZ0258
 QZ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0258'5.2 MI SE FROM ELK CITY.
 QZ0258'5.2 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE RED RIVER
 QZ0258'RANGER STATION ROAD.  0.7 MILE NORTHWEST OF THE BRIDGE OVER SEIGAL
 QZ0258'CREEK.  AT ABOUT THE CENTER OF A CURVE.  0.1 MILE SOUTH OF AN OLD
 QZ0258'ABANDONED CCC CAMP AND A LARGE MINE ON THE SIDE OF A HILL.  ACROSS THE
 QZ0258'ROAD FROM A SMALL HOUSE.  51.0 FEET SOUTH OF THE CENTER-LINE OF THE
 QZ0258'ROAD.  27.5 FEET EAST OF A 15 INCH TREE.  1 FOOT BELOW THE LEVEL OF
 QZ0258'THE ROAD.  ON TOP OF A LARGE ROCK BOULDER.  A STANDARD BRONZE DISK SET
 QZ0258'IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0303 ***********************************************************************
 QZ0303  DESIGNATION -  G 304
 QZ0303  PID         -  QZ0303
 QZ0303  STATE/COUNTY-  ID/IDAHO
 QZ0303  USGS QUAD   -  WHITEWATER RANCH (1987)
 QZ0303
 QZ0303                         *CURRENT SURVEY CONTROL
 QZ0303  ___________________________________________________________________
 QZ0303* NAD 83(1986)-  45 36 02.     (N)    115 18 22.     (W)     SCALED    
 QZ0303* NAVD 88     -      1589.963  (meters)    5216.40   (feet)  ADJUSTED  
 QZ0303  ___________________________________________________________________
 QZ0303  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 QZ0303  DYNAMIC HT  -        1589.269 (meters)    5214.13  (feet)  COMP
 QZ0303  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 QZ0303
 QZ0303  VERT ORDER  -  SECOND    CLASS 0
 QZ0303
 QZ0303.The horizontal coordinates were scaled from a topographic map and have
 QZ0303.an estimated accuracy of +/- 6 seconds.
 QZ0303
 QZ0303.The orthometric height was determined by differential leveling
 QZ0303.and adjusted by the National Geodetic Survey in June 1991..
 QZ0303
 QZ0303.The geoid height was determined by GEOID03.
 QZ0303
 QZ0303.The dynamic height is computed by dividing the NAVD 88
 QZ0303.geopotential number by the normal gravity value computed on the
 QZ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0303.degrees latitude (g = 980.6199 gals.).
 QZ0303
 QZ0303.The modeled gravity was interpolated from observed gravity values.
 QZ0303
 QZ0303;                    North         East    Units  Estimated Accuracy
 QZ0303;SPC ID W     -   437,140.      834,630.      MT  (+/- 180 meters Scaled)
 QZ0303
 QZ0303                          SUPERSEDED SURVEY CONTROL
 QZ0303
 QZ0303  NGVD 29 (??/??/92) 1588.720  (m)         5212.33   (f) ADJ UNCH    2 0
 QZ0303
 QZ0303.Superseded values are not recommended for survey control.
 QZ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0303.See file dsdata.txt to determine how the superseded data were derived.
 QZ0303
 QZ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL321510(NAD 83)
 QZ0303_MARKER: DB = BENCH MARK DISK
 QZ0303_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0303_SP_SET: ROCK OUTCROP
 QZ0303_STAMPING: G 304 1945
 QZ0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0303+STABILITY: POSITION/ELEVATION WELL
 QZ0303
 QZ0303  HISTORY     - Date     Condition        Report By
 QZ0303  HISTORY     - 1945     MONUMENTED       CGS
 QZ0303
 QZ0303                          STATION DESCRIPTION
 QZ0303
 QZ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0303'23.6 MI SE FROM ELK CITY.
 QZ0303'23.6 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE DALE RANCH
 QZ0303'ROAD.  11.6 MILES SOUTH OF THE RED RIVER RANGER STATION.  6.1 MILES
 QZ0303'SOUTH OF THE JACKS CREEK SUMMIT.  1.7 MILES SOUTH OF A WOODEN BRODGE
 QZ0303'OVER MALLARD CREEK ALSO THE ENTRANCE TO THE BALINSKI RANCH. 0.2 MILE
 QZ0303'NORTH OF BAT CREEK.  ON THE INSIDE OF AND AT THE NORTH END OF A CURVE.
 QZ0303'ON A 3 FOOT EMBANKMENT.  21 FEET NORTHEAST OF THE CENTER-LINE OF THE
 QZ0303'ROAD.  7.8 FEET NORTHEAST OF THE 4 INCH BY 4 INCH WHITE WOODEN POST.
 QZ0303'2.8 FEET SOUTHEAST OF THE EAST END OF A LARGE BOULDER. 11.8 FEET WEST
 QZ0303'OF AN IRON SPIKE DRIVEN IN THE CENTER OF AN 8 INCH TRIANGULAR BLAZE. 1
 QZ0303'FOOT ABOVE THE GROUND.  5 FEET ABOVE THE LEVEL OF THE ROAD. SET IN A
 QZ0303'ROCK OUTCROP.  A STANDARD BRONZE DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0622 ***********************************************************************
 TO0622  DESIGNATION -  G 305
 TO0622  PID         -  TO0622
 TO0622  STATE/COUNTY-  ID/BOUNDARY
 TO0622  USGS QUAD   -  COPELAND (1965)
 TO0622
 TO0622                         *CURRENT SURVEY CONTROL
 TO0622  ___________________________________________________________________
 TO0622* NAD 83(1986)-  48 54 01.     (N)    116 23 04.     (W)     SCALED    
 TO0622* NAVD 88     -       576.420  (meters)    1891.14   (feet)  ADJUSTED  
 TO0622  ___________________________________________________________________
 TO0622  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 TO0622  DYNAMIC HT  -         576.487 (meters)    1891.36  (feet)  COMP
 TO0622  MODELED GRAV-     980,709.3   (mgal)                       NAVD 88
 TO0622
 TO0622  VERT ORDER  -  FIRST     CLASS II
 TO0622
 TO0622.The horizontal coordinates were scaled from a topographic map and have
 TO0622.an estimated accuracy of +/- 6 seconds.
 TO0622
 TO0622.The orthometric height was determined by differential leveling
 TO0622.and adjusted by the National Geodetic Survey in June 1991..
 TO0622
 TO0622.The geoid height was determined by GEOID03.
 TO0622
 TO0622.The dynamic height is computed by dividing the NAVD 88
 TO0622.geopotential number by the normal gravity value computed on the
 TO0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0622.degrees latitude (g = 980.6199 gals.).
 TO0622
 TO0622.The modeled gravity was interpolated from observed gravity values.
 TO0622
 TO0622;                    North         East    Units  Estimated Accuracy
 TO0622;SPC ID W     -   804,070.      753,490.      MT  (+/- 180 meters Scaled)
 TO0622
 TO0622                          SUPERSEDED SURVEY CONTROL
 TO0622
 TO0622  NGVD 29 (??/??/92)  575.186  (m)         1887.09   (f) ADJ UNCH    1 2
 TO0622
 TO0622.Superseded values are not recommended for survey control.
 TO0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0622.See file dsdata.txt to determine how the superseded data were derived.
 TO0622
 TO0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ451165(NAD 83)
 TO0622_MARKER: DB = BENCH MARK DISK
 TO0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0622_STAMPING: G 305 1946
 TO0622_PROJECTION: PROJECTING 15 CENTIMETERS
 TO0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0622+STABILITY: SURFACE MOTION
 TO0622
 TO0622  HISTORY     - Date     Condition        Report By
 TO0622  HISTORY     - 1946     MONUMENTED       CGS
 TO0622  HISTORY     - 1980     GOOD             NGS
 TO0622
 TO0622                          STATION DESCRIPTION
 TO0622
 TO0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TO0622'0.3 MI NE FROM COPELAND.
 TO0622'0.3 MILE EAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT COPELAND
 TO0622'ABOUT MIDWAY BETWEEN TWO CUTS, 40.0 FEET SOUTH OF THE CENTER LINE
 TO0622'OF THE ROAD, 8.9 FEET EAST OF A TELEPHONE POSE, 1.7 FEET NORTH OF A
 TO0622'WIRE FENCE, 2.0 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF
 TO0622'A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND
 TO0622
 TO0622                          STATION RECOVERY (1980)
 TO0622
 TO0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0622'16.2 KILOMETERS (10.0 MILES) SOUTH ALONG STATE HIGHWAY 1 FROM THE U.S.
 TO0622'CUSTOMS STATION IN PORTHILL, THENCE 1.1 KILOMETER (0.7 MILE) EAST
 TO0622'ALONG COUNTY ROAD 45, ABOUT MIDWAY BETWEEN TWO CUTS, 36.3 METERS
 TO0622'(119.0 FEET) WEST OF AND 10.0 FEET BELOW THE BASE OF A POWER LINE
 TO0622'POLE, 12.7 METERS (41.5 FEET) SOUTH OF THE CENTERLINE OF THE ROAD,
 TO0622'0.5 METER (1.6 FEET) NORTH OF A BARBED WIRE FENCE LINE.
 TO0622'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 TO0622'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0338 ***********************************************************************
 NV0338  DESIGNATION -  G 306
 NV0338  PID         -  NV0338
 NV0338  STATE/COUNTY-  ID/GOODING
 NV0338  USGS QUAD   -  THOUSAND SPRINGS (1992)
 NV0338
 NV0338                         *CURRENT SURVEY CONTROL
 NV0338  ___________________________________________________________________
 NV0338* NAD 83(1986)-  42 44 52.     (N)    114 49 50.     (W)     SCALED    
 NV0338* NAVD 88     -       978.341  (meters)    3209.77   (feet)  ADJUSTED  
 NV0338  ___________________________________________________________________
 NV0338  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 NV0338  DYNAMIC HT  -         977.864 (meters)    3208.21  (feet)  COMP
 NV0338  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 NV0338
 NV0338  VERT ORDER  -  SECOND    CLASS 0
 NV0338
 NV0338.The horizontal coordinates were scaled from a topographic map and have
 NV0338.an estimated accuracy of +/- 6 seconds.
 NV0338
 NV0338.The orthometric height was determined by differential leveling
 NV0338.and adjusted by the National Geodetic Survey in June 1991..
 NV0338
 NV0338.The geoid height was determined by GEOID03.
 NV0338
 NV0338.The dynamic height is computed by dividing the NAVD 88
 NV0338.geopotential number by the normal gravity value computed on the
 NV0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0338.degrees latitude (g = 980.6199 gals.).
 NV0338
 NV0338.The modeled gravity was interpolated from observed gravity values.
 NV0338
 NV0338;                    North         East    Units  Estimated Accuracy
 NV0338;SPC ID C     -   120,420.      432,000.      MT  (+/- 180 meters Scaled)
 NV0338
 NV0338                          SUPERSEDED SURVEY CONTROL
 NV0338
 NV0338  NGVD 29 (??/??/92)  977.502  (m)         3207.02   (f) ADJ UNCH    2 0
 NV0338
 NV0338.Superseded values are not recommended for survey control.
 NV0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0338.See file dsdata.txt to determine how the superseded data were derived.
 NV0338
 NV0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH775350(NAD 83)
 NV0338_MARKER: DB = BENCH MARK DISK
 NV0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0338_STAMPING: G 306 1946
 NV0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0338+STABILITY: SURFACE MOTION
 NV0338
 NV0338  HISTORY     - Date     Condition        Report By
 NV0338  HISTORY     - 1946     MONUMENTED       CGS
 NV0338
 NV0338                          STATION DESCRIPTION
 NV0338
 NV0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0338'7.1 MI SE FROM HAGERMAN.
 NV0338'TO REACH FROM HAGERMAN FOLLOW U.S. HIGHWAY 30 SOUTH 2.8 MILES TO
 NV0338'GRAVELED ROAD LEADING EAST, TURN EAST AND GO 0.5 MILE TO CROSSROAD,
 NV0338'TURN SOUTH AND GO 1 MILE TO FORKS IN ROAD, TAKE EAST FORK AND GO 0.85
 NV0338'MILE EAST THEN 0.6 MILE SOUTH THEN 1.2 MILES EAST THEN 0.15 MILE
 NV0338'SOUTH, MARK IS SET IN CONCRETE POST 26 FEET WEST OF CENTER LINE OF
 NV0338'ROAD, 29.6 FEET SOUTH OF FIRST POWER POLE NORTH OF RIGHT ANGLED TURN
 NV0338'IN POWER LINE, 2.6 FEET SOUTH OF WITNESS POST, 1.5 FEET EAST OF BARBED
 NV0338'WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0361 ***********************************************************************
 NV0361  DESIGNATION -  G 307
 NV0361  PID         -  NV0361
 NV0361  STATE/COUNTY-  ID/JEROME
 NV0361  USGS QUAD   -  JEROME (1982)
 NV0361
 NV0361                         *CURRENT SURVEY CONTROL
 NV0361  ___________________________________________________________________
 NV0361* NAD 83(1986)-  42 39 06.     (N)    114 34 38.     (W)     SCALED    
 NV0361* NAVD 88     -      1071.863  (meters)    3516.60   (feet)  ADJUSTED  
 NV0361  ___________________________________________________________________
 NV0361  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 NV0361  DYNAMIC HT  -        1071.307 (meters)    3514.78  (feet)  COMP
 NV0361  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 NV0361
 NV0361  VERT ORDER  -  SECOND    CLASS 0
 NV0361
 NV0361.The horizontal coordinates were scaled from a topographic map and have
 NV0361.an estimated accuracy of +/- 6 seconds.
 NV0361
 NV0361.The orthometric height was determined by differential leveling
 NV0361.and adjusted by the National Geodetic Survey in June 1991..
 NV0361
 NV0361.The geoid height was determined by GEOID03.
 NV0361
 NV0361.The dynamic height is computed by dividing the NAVD 88
 NV0361.geopotential number by the normal gravity value computed on the
 NV0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0361.degrees latitude (g = 980.6199 gals.).
 NV0361
 NV0361.The modeled gravity was interpolated from observed gravity values.
 NV0361
 NV0361;                    North         East    Units  Estimated Accuracy
 NV0361;SPC ID C     -   109,570.      452,670.      MT  (+/- 180 meters Scaled)
 NV0361
 NV0361                          SUPERSEDED SURVEY CONTROL
 NV0361
 NV0361  NGVD 29 (??/??/92) 1070.992  (m)         3513.75   (f) ADJ UNCH    2 0
 NV0361
 NV0361.Superseded values are not recommended for survey control.
 NV0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0361.See file dsdata.txt to determine how the superseded data were derived.
 NV0361
 NV0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH985249(NAD 83)
 NV0361_MARKER: DB = BENCH MARK DISK
 NV0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0361_STAMPING: G 307 1946
 NV0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0361+STABILITY: SURFACE MOTION
 NV0361
 NV0361  HISTORY     - Date     Condition        Report By
 NV0361  HISTORY     - 1946     MONUMENTED       CGS
 NV0361  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0361
 NV0361                          STATION DESCRIPTION
 NV0361
 NV0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0361'8.0 MI SW FROM JEROME.
 NV0361'TO REACH FROM POST OFFICE AT JEROME FOLLOW U.S. HIGHWAY 93 SOUTH 5
 NV0361'MILES TO CROSS ROAD, TURN WEST AND GO 3 MILES TO CROSSROAD, MARK IS
 NV0361'SET IN CONCRETE POST 24 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD,
 NV0361'43 FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 2.2 FEET WEST OF
 NV0361'WITNESS POST, 1 FOOT NORTH OF WOVEN WIRE FENCE.
 NV0361
 NV0361                          STATION RECOVERY (1978)
 NV0361
 NV0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0121 ***********************************************************************
 RA0121  DESIGNATION -  G 309
 RA0121  PID         -  RA0121
 RA0121  STATE/COUNTY-  ID/IDAHO
 RA0121  USGS QUAD   -  WHITE BIRD (1982)
 RA0121
 RA0121                         *CURRENT SURVEY CONTROL
 RA0121  ___________________________________________________________________
 RA0121* NAD 83(1986)-  45 47 57.     (N)    116 18 56.     (W)     SCALED    
 RA0121* NAVD 88     -       430.678  (meters)    1412.98   (feet)  ADJUSTED  
 RA0121  ___________________________________________________________________
 RA0121  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 RA0121  DYNAMIC HT  -         430.600 (meters)    1412.73  (feet)  COMP
 RA0121  MODELED GRAV-     980,425.2   (mgal)                       NAVD 88
 RA0121
 RA0121  VERT ORDER  -  SECOND    CLASS 0
 RA0121
 RA0121.The horizontal coordinates were scaled from a topographic map and have
 RA0121.an estimated accuracy of +/- 6 seconds.
 RA0121
 RA0121.The orthometric height was determined by differential leveling
 RA0121.and adjusted by the National Geodetic Survey in June 1991..
 RA0121
 RA0121.The geoid height was determined by GEOID03.
 RA0121
 RA0121.The dynamic height is computed by dividing the NAVD 88
 RA0121.geopotential number by the normal gravity value computed on the
 RA0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0121.degrees latitude (g = 980.6199 gals.).
 RA0121
 RA0121.The modeled gravity was interpolated from observed gravity values.
 RA0121
 RA0121;                    North         East    Units  Estimated Accuracy
 RA0121;SPC ID W     -   459,280.      756,040.      MT  (+/- 180 meters Scaled)
 RA0121
 RA0121                          SUPERSEDED SURVEY CONTROL
 RA0121
 RA0121  NGVD 29 (??/??/92)  429.599  (m)         1409.44   (f) ADJ UNCH    2 0
 RA0121
 RA0121.Superseded values are not recommended for survey control.
 RA0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0121.See file dsdata.txt to determine how the superseded data were derived.
 RA0121
 RA0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL531719(NAD 83)
 RA0121_MARKER: DB = BENCH MARK DISK
 RA0121_SETTING: 80 = SET IN A BOULDER
 RA0121_SP_SET: BOULDER
 RA0121_STAMPING: G 309 1945
 RA0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0121+STABILITY: SURFACE MOTION
 RA0121
 RA0121  HISTORY     - Date     Condition        Report By
 RA0121  HISTORY     - 1945     MONUMENTED       CGS
 RA0121
 RA0121                          STATION DESCRIPTION
 RA0121
 RA0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0121'4.75 MI W FROM WHITE BIRD.
 RA0121'1.2 MILES SOUTH ALONG U.S. HIGHWAY NO. 95 FROM THE POST OFFICE AT
 RA0121'WHITE BIRD, THENCE 3.55 MILES NORTHWEST ALONG INCOMPLETE ROAD BED,
 RA0121'269.0 FEET SOUTH OF AND ACROSS FROM NORTH END OF LONG HIGH ROCK BANK,
 RA0121'69.5 FEET WEST OF CENTERLINE OF ROAD BED, 29.0 FEET WEST OF WEST EDGE
 RA0121'OF AND DIRECTLY BELOW A LARGE GRAY BOULDER SET IN PLACE BY ROAD
 RA0121'CONSTRUCTION, 5.0 FEET EAST OF REFERENCE POST, AN IRON DISK SET IN TOP
 RA0121'OF EMBEDDED BOULDER ABOUT 18 FEET BELOW ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0677 ***********************************************************************
 NV0677  DESIGNATION -  G 31
 NV0677  PID         -  NV0677
 NV0677  STATE/COUNTY-  ID/ELMORE
 NV0677  USGS QUAD   -  BRUNEAU (1992)
 NV0677
 NV0677                         *CURRENT SURVEY CONTROL
 NV0677  ___________________________________________________________________
 NV0677* NAD 83(1986)-  42 59 03.     (N)    115 45 55.     (W)     SCALED    
 NV0677* NAVD 88     -       910.228  (meters)    2986.31   (feet)  ADJUSTED  
 NV0677  ___________________________________________________________________
 NV0677  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 NV0677  DYNAMIC HT  -         909.851 (meters)    2985.07  (feet)  COMP
 NV0677  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 NV0677
 NV0677  VERT ORDER  -  FIRST     CLASS II
 NV0677
 NV0677.The horizontal coordinates were scaled from a topographic map and have
 NV0677.an estimated accuracy of +/- 6 seconds.
 NV0677
 NV0677.The orthometric height was determined by differential leveling
 NV0677.and adjusted by the National Geodetic Survey in June 1991..
 NV0677.WARNING-Repeat measurements at this control monument indicate possible
 NV0677.vertical movement.
 NV0677
 NV0677.The geoid height was determined by GEOID03.
 NV0677
 NV0677.The dynamic height is computed by dividing the NAVD 88
 NV0677.geopotential number by the normal gravity value computed on the
 NV0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0677.degrees latitude (g = 980.6199 gals.).
 NV0677
 NV0677.The modeled gravity was interpolated from observed gravity values.
 NV0677
 NV0677;                    North         East    Units  Estimated Accuracy
 NV0677;SPC ID W     -   146,340.      798,750.      MT  (+/- 180 meters Scaled)
 NV0677
 NV0677                          SUPERSEDED SURVEY CONTROL
 NV0677
 NV0677  NGVD 29 (??/??/92)  909.376  (m)         2983.51   (f) ADJ UNCH    1 2
 NV0677
 NV0677.Superseded values are not recommended for survey control.
 NV0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0677.See file dsdata.txt to determine how the superseded data were derived.
 NV0677
 NV0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH006597(NAD 83)
 NV0677_MARKER: DB = BENCH MARK DISK
 NV0677_SETTING: 66 = SET IN ROCK OUTCROP
 NV0677_SP_SET: LAVA OUTCROP
 NV0677_STAMPING: G 31 1934
 NV0677_MARK LOGO: CGS   
 NV0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0677+STABILITY: POSITION/ELEVATION WELL
 NV0677
 NV0677  HISTORY     - Date     Condition        Report By
 NV0677  HISTORY     - 1934     MONUMENTED       CGS
 NV0677  HISTORY     - 19840601 GOOD             NGS
 NV0677
 NV0677                          STATION DESCRIPTION
 NV0677
 NV0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0677'9.1 MI NE FROM BRUNEAU.
 NV0677'IN ELMORE COUNTY, 9.1 MILES NORTHEAST ALONG THE ROAD TO MOUNTAIN HOME
 NV0677'FROM BRUNEAU, OWYHEE COUNTY, ON THE NORTH RIM OF SNAKE RIVER VALLEY,
 NV0677'79 FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A LAVA
 NV0677'OUTCROP, 8 FEET NORTH OF THE EDGE.  A STANDARD DISK, STAMPED G 31
 NV0677'1934.
 NV0677
 NV0677                          STATION RECOVERY (1984)
 NV0677
 NV0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0677'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.7 KM (11.6
 NV0677'MI) SOUTH ALONG STATE HIGHWAY 51 FROM THE RAILROAD UNDERPASS AT
 NV0677'MOUNTAIN HOME, THENCE 0.5 KM (0.3 MI) SOUTH ALONG THE OLD ROAD GRADE
 NV0677'ON THE NORTH RIM OF THE SNAKE RIVER VALLEY, ABOUT 300 FT WEST OF AND
 NV0677'50 FT HIGHER THAN THE NEW HIGHWAY, 24.1 M (79 FT) EAST OF THE CENTER
 NV0677'OF THE OLD ROB GRADE AND 45.7 M (150 FT) EAST OF POWER POLE 6 WITH TWO
 NV0677'GUY WIRES ATTACHED.  ABOUT LEVEL WITH THE OLD ROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0103 ***********************************************************************
 RA0103  DESIGNATION -  G 310
 RA0103  PID         -  RA0103
 RA0103  STATE/COUNTY-  ID/IDAHO
 RA0103  USGS QUAD   -  SLATE CREEK (1995)
 RA0103
 RA0103                         *CURRENT SURVEY CONTROL
 RA0103  ___________________________________________________________________
 RA0103* NAD 83(1986)-  45 42 11.     (N)    116 20 54.     (W)     SCALED    
 RA0103* NAVD 88     -       761.063  (meters)    2496.92   (feet)  ADJUSTED  
 RA0103  ___________________________________________________________________
 RA0103  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 RA0103  DYNAMIC HT  -         760.918 (meters)    2496.45  (feet)  COMP
 RA0103  MODELED GRAV-     980,400.8   (mgal)                       NAVD 88
 RA0103
 RA0103  VERT ORDER  -  SECOND    CLASS 0
 RA0103
 RA0103.The horizontal coordinates were scaled from a topographic map and have
 RA0103.an estimated accuracy of +/- 6 seconds.
 RA0103
 RA0103.The orthometric height was determined by differential leveling
 RA0103.and adjusted by the National Geodetic Survey in June 1991..
 RA0103
 RA0103.The geoid height was determined by GEOID03.
 RA0103
 RA0103.The dynamic height is computed by dividing the NAVD 88
 RA0103.geopotential number by the normal gravity value computed on the
 RA0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0103.degrees latitude (g = 980.6199 gals.).
 RA0103
 RA0103.The modeled gravity was interpolated from observed gravity values.
 RA0103
 RA0103;                    North         East    Units  Estimated Accuracy
 RA0103;SPC ID W     -   448,610.      753,410.      MT  (+/- 180 meters Scaled)
 RA0103
 RA0103                          SUPERSEDED SURVEY CONTROL
 RA0103
 RA0103  NGVD 29 (??/??/92)  759.982  (m)         2493.37   (f) ADJ UNCH    2 0
 RA0103
 RA0103.Superseded values are not recommended for survey control.
 RA0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0103.See file dsdata.txt to determine how the superseded data were derived.
 RA0103
 RA0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL507612(NAD 83)
 RA0103_MARKER: DB = BENCH MARK DISK
 RA0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0103_STAMPING: G 310 1945
 RA0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0103+STABILITY: SURFACE MOTION
 RA0103
 RA0103  HISTORY     - Date     Condition        Report By
 RA0103  HISTORY     - 1945     MONUMENTED       CGS
 RA0103  HISTORY     - 1969     GOOD             NGS
 RA0103  HISTORY     - 1982     GOOD             NGS
 RA0103
 RA0103                          STATION DESCRIPTION
 RA0103
 RA0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 RA0103'7.0 MI SW FROM WHITE BIRD.
 RA0103'1.7 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE WHITE BIRD POST OFFICE,
 RA0103'THENCE ACROSS THE SALMON RIVER AND SOUTHWEST ON THE PITTSBURG LANDING
 RA0103'ROAD FOR 5.3 MILES TO THE BENCH MARK ON THE LEFT, 54 FEET NORTHWEST OF
 RA0103'THE CENTER OF A BOARD GATE AND DRIVEWAY SOUTHEAST, 29 FEET SOUTH OF
 RA0103'THE CENTER OF THE ROAD, 20 FEET EAST OF A FENCE CORNER, 2.5 FEET NORTH
 RA0103'OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT EAST OF A METAL WITNESS POST, 1
 RA0103'FOOT LOWER THAN THE ROAD, AND IN RANGE WITH A LINE FENCE THAT CROSSES
 RA0103'THE RIDGE TO THE SOUTH.
 RA0103
 RA0103                          STATION RECOVERY (1982)
 RA0103
 RA0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0103'2.3 KM (1.45 MI) SOUTHWEST ALONG OLD HWY. 95 FROM THE U.S. HWY 95
 RA0103'MASSIVE STEEL OVERPASS BRIDGE AT WHITEBIRD, THENCE 0.25 KM (0.15 MI)
 RA0103'NORTHWEST ALONG DEER CREEK ROAD, THENCE 8.05 KM (5.05 MI) SOUTH ALONG
 RA0103'PITTSBURG LANDING ROAD, AT THE "Y" SET OF A RANCH ROAD LEADING SOUTH,
 RA0103'NOTE: THE NORTHEAST SIDE OF THE CONCRETE POST IS BROKEN OF BUT B.M.
 RA0103'IS STILL SOLID. 8.1 M (36.5 FT) SOUTHEAST CENTERLINE HWY. 7.8 M (35.5
 RA0103'FT) WEST CENTERLINE ROAD, 0.9 M (3.0 FT) NORTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0165 ***********************************************************************
 QZ0165  DESIGNATION -  G 311
 QZ0165  PID         -  QZ0165
 QZ0165  STATE/COUNTY-  ID/IDAHO
 QZ0165  USGS QUAD   -  NEZ PERCE PEAK (1962)
 QZ0165
 QZ0165                         *CURRENT SURVEY CONTROL
 QZ0165  ___________________________________________________________________
 QZ0165* NAD 83(1986)-  45 42 44.     (N)    114 30 47.     (W)     SCALED    
 QZ0165* NAVD 88     -      1772.925  (meters)    5816.67   (feet)  ADJUSTED  
 QZ0165  ___________________________________________________________________
 QZ0165  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 QZ0165  DYNAMIC HT  -        1772.108 (meters)    5813.99  (feet)  COMP
 QZ0165  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 QZ0165
 QZ0165  VERT ORDER  -  FIRST     CLASS II
 QZ0165
 QZ0165.The horizontal coordinates were scaled from a topographic map and have
 QZ0165.an estimated accuracy of +/- 6 seconds.
 QZ0165
 QZ0165.The orthometric height was determined by differential leveling
 QZ0165.and adjusted by the National Geodetic Survey in June 1991..
 QZ0165
 QZ0165.The geoid height was determined by GEOID03.
 QZ0165
 QZ0165.The dynamic height is computed by dividing the NAVD 88
 QZ0165.geopotential number by the normal gravity value computed on the
 QZ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0165.degrees latitude (g = 980.6199 gals.).
 QZ0165
 QZ0165.The modeled gravity was interpolated from observed gravity values.
 QZ0165
 QZ0165;                    North         East    Units  Estimated Accuracy
 QZ0165;SPC ID W     -   450,200.      896,310.      MT  (+/- 180 meters Scaled)
 QZ0165
 QZ0165                          SUPERSEDED SURVEY CONTROL
 QZ0165
 QZ0165  NGVD 29 (??/??/92) 1771.601  (m)         5812.33   (f) ADJ UNCH    1 2
 QZ0165
 QZ0165.Superseded values are not recommended for survey control.
 QZ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0165.See file dsdata.txt to determine how the superseded data were derived.
 QZ0165
 QZ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL935650(NAD 83)
 QZ0165_MARKER: DB = BENCH MARK DISK
 QZ0165_SETTING: 80 = SET IN A BOULDER
 QZ0165_SP_SET: BOULDER
 QZ0165_STAMPING: G 311 1945
 QZ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0165+STABILITY: SURFACE MOTION
 QZ0165
 QZ0165  HISTORY     - Date     Condition        Report By
 QZ0165  HISTORY     - 1945     MONUMENTED       CGS
 QZ0165
 QZ0165                          STATION DESCRIPTION
 QZ0165
 QZ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0165'28.7 MI SW FROM CONNER, MT.
 QZ0165'ALONG CONNER - GRANGEVILLE ROAD, 28.7 MILES SOUTHWEST OF THE POST
 QZ0165'OFFICE AT CONNER, 1.2 MILE WEST OF THE IDAHO - MONTANA DIVIDE, 0.2
 QZ0165'MILE DOWNHILL FROM A VERY SHARP CURVE AT A SWITCH BACK, 24.0 FEET WEST
 QZ0165'OF CENTERLINE OF ROAD, 11.7 FEET WEST OF A REFERENCE POST, 6.0 FEET
 QZ0165'SOUTH OF A TRIANGULAR BLAZE ON A 1-FOOT FIR TREE, SET IN TOP OF AN
 QZ0165'EMBEDDED GRANITE BOULDER ABOUT 10-FEET ABOVE ROAD.  AN IRON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0189 ***********************************************************************
 QZ0189  DESIGNATION -  G 312
 QZ0189  PID         -  QZ0189
 QZ0189  STATE/COUNTY-  ID/IDAHO
 QZ0189  USGS QUAD   -  MAGRUDER MTN (1991)
 QZ0189
 QZ0189                         *CURRENT SURVEY CONTROL
 QZ0189  ___________________________________________________________________
 QZ0189* NAD 83(1986)-  45 41 20.     (N)    114 47 43.     (W)     SCALED    
 QZ0189* NAVD 88     -      2066.190  (meters)    6778.82   (feet)  ADJUSTED  
 QZ0189  ___________________________________________________________________
 QZ0189  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 QZ0189  DYNAMIC HT  -        2065.307 (meters)    6775.93  (feet)  COMP
 QZ0189  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 QZ0189
 QZ0189  VERT ORDER  -  FIRST     CLASS II
 QZ0189
 QZ0189.The horizontal coordinates were scaled from a topographic map and have
 QZ0189.an estimated accuracy of +/- 6 seconds.
 QZ0189
 QZ0189.The orthometric height was determined by differential leveling
 QZ0189.and adjusted by the National Geodetic Survey in June 1991..
 QZ0189
 QZ0189.The geoid height was determined by GEOID03.
 QZ0189
 QZ0189.The dynamic height is computed by dividing the NAVD 88
 QZ0189.geopotential number by the normal gravity value computed on the
 QZ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0189.degrees latitude (g = 980.6199 gals.).
 QZ0189
 QZ0189.The modeled gravity was interpolated from observed gravity values.
 QZ0189
 QZ0189;                    North         East    Units  Estimated Accuracy
 QZ0189;SPC ID W     -   447,310.      874,360.      MT  (+/- 180 meters Scaled)
 QZ0189
 QZ0189                          SUPERSEDED SURVEY CONTROL
 QZ0189
 QZ0189  NGVD 29 (??/??/92) 2064.958  (m)         6774.78   (f) ADJ UNCH    1 2
 QZ0189
 QZ0189.Superseded values are not recommended for survey control.
 QZ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0189.See file dsdata.txt to determine how the superseded data were derived.
 QZ0189
 QZ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL716618(NAD 83)
 QZ0189_MARKER: DB = BENCH MARK DISK
 QZ0189_SETTING: 80 = SET IN A BOULDER
 QZ0189_SP_SET: BOULDER
 QZ0189_STAMPING: G 312 1945
 QZ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0189+STABILITY: SURFACE MOTION
 QZ0189
 QZ0189  HISTORY     - Date     Condition        Report By
 QZ0189  HISTORY     - 1945     MONUMENTED       CGS
 QZ0189  HISTORY     - 1974     GOOD             USGS
 QZ0189
 QZ0189                          STATION DESCRIPTION
 QZ0189
 QZ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0189'53.3 MI SW FROM CONNER, MT.
 QZ0189'ALONG CONNER - GRANGEVILLE ROAD, 53.3 MILES SOUTHWEST OF THE POST
 QZ0189'OFFICE AT CONNER, 8.6 MILES SOUTHWEST OF BRIDGE OVER SELWAY RIVER, 0.1
 QZ0189'MILE SOUTHWEST OF HORSE SHOE CURVE AROUND POINT OF HILL, 12.5 FEET
 QZ0189'SOUTHEAST OF CENTERLINE OF ROAD, 4.5 FEET SOUTHWEST OF REFERENCE POST,
 QZ0189'SET IN TOP OF EMBEDDED BOULDER ABOUT 5 FEET ABOVE ROAD.  A BRONZE
 QZ0189'DISK.
 QZ0189
 QZ0189                          STATION RECOVERY (1974)
 QZ0189
 QZ0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0189'ALONG NEZ PERCE TRAIL ROAD, 64.4 MILES EAST OF POST OFFICE AT ELK
 QZ0189'CITY, IDAHO, 2.35 MILES WEST OF KIM CREEK SADDLE, ABOUT 0.1 MILE SW
 QZ0189'OF A SHARP TURN IN THE ROAD AROUND POINT OF HILL, 12 FEET SE OF
 QZ0189'CENTERLINE ROAD AND ABOUT 5 FEET ABOVE ROAD LEVEL, SET IN THE TOP OF
 QZ0189'A 3 X 2 FT. ROCK WHICH PROJECTS ABOUT 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0228 ***********************************************************************
 QZ0228  DESIGNATION -  G 313
 QZ0228  PID         -  QZ0228
 QZ0228  STATE/COUNTY-  ID/IDAHO
 QZ0228  USGS QUAD   -  SPREAD CREEK POINT (1995)
 QZ0228
 QZ0228                         *CURRENT SURVEY CONTROL
 QZ0228  ___________________________________________________________________
 QZ0228* NAD 83(1986)-  45 43 14.     (N)    115 04 28.     (W)     SCALED    
 QZ0228* NAVD 88     -      1891.664  (meters)    6206.23   (feet)  ADJUSTED  
 QZ0228  ___________________________________________________________________
 QZ0228  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 QZ0228  DYNAMIC HT  -        1890.844 (meters)    6203.54  (feet)  COMP
 QZ0228  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 QZ0228
 QZ0228  VERT ORDER  -  FIRST     CLASS II
 QZ0228
 QZ0228.The horizontal coordinates were scaled from a topographic map and have
 QZ0228.an estimated accuracy of +/- 6 seconds.
 QZ0228
 QZ0228.The orthometric height was determined by differential leveling
 QZ0228.and adjusted by the National Geodetic Survey in June 1991..
 QZ0228
 QZ0228.The geoid height was determined by GEOID03.
 QZ0228
 QZ0228.The dynamic height is computed by dividing the NAVD 88
 QZ0228.geopotential number by the normal gravity value computed on the
 QZ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0228.degrees latitude (g = 980.6199 gals.).
 QZ0228
 QZ0228.The modeled gravity was interpolated from observed gravity values.
 QZ0228
 QZ0228;                    North         East    Units  Estimated Accuracy
 QZ0228;SPC ID W     -   450,600.      852,590.      MT  (+/- 180 meters Scaled)
 QZ0228
 QZ0228                          SUPERSEDED SURVEY CONTROL
 QZ0228
 QZ0228  NGVD 29 (??/??/92) 1890.390  (m)         6202.05   (f) ADJ UNCH    1 2
 QZ0228
 QZ0228.Superseded values are not recommended for survey control.
 QZ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0228.See file dsdata.txt to determine how the superseded data were derived.
 QZ0228
 QZ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL498648(NAD 83)
 QZ0228_MARKER: DB = BENCH MARK DISK
 QZ0228_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0228_SP_SET: GRANITE OUTCROP
 QZ0228_STAMPING: G 313 1945
 QZ0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0228+STABILITY: POSITION/ELEVATION WELL
 QZ0228
 QZ0228  HISTORY     - Date     Condition        Report By
 QZ0228  HISTORY     - 1945     MONUMENTED       CGS
 QZ0228
 QZ0228                          STATION DESCRIPTION
 QZ0228
 QZ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0228'33.95 MI E FROM ELK CITY.
 QZ0228'ALONG CONNER - GRANGEVILLE ROAD, 3.15 MILES WEST OF BRIDGE OVER
 QZ0228'BARGAMIN CREEK, 33.95 MILES EAST OF POST OFFICE AT ELK CITY, 1.8 MILE
 QZ0228'EAST OF JUNCTION OF GREEN MOUNTAIN ROAD, ON INSIDE OF LONG ROUNDING
 QZ0228'CURVE, 12.5 FEET NORTHEAST OF CENTERLINE OF ROAD, 4.8 FEET NORTH OF
 QZ0228'REFERENCE POST, 0.9 MILE WEST OF ROOT CREEK, SET IN TOP OF GRANITE
 QZ0228'OUTCROP ABOUT 6 FEET ABOVE ROAD.  A BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0515 ***********************************************************************
 QZ0515  DESIGNATION -  G 314
 QZ0515  PID         -  QZ0515
 QZ0515  STATE/COUNTY-  ID/IDAHO
 QZ0515  USGS QUAD   -  HUDDLESON BLUFF (1995)
 QZ0515
 QZ0515                         *CURRENT SURVEY CONTROL
 QZ0515  ___________________________________________________________________
 QZ0515* NAD 83(1986)-  45 48 36.     (N)    115 48 14.     (W)     SCALED    
 QZ0515* NAVD 88     -       838.269  (meters)    2750.22   (feet)  ADJUSTED  
 QZ0515  ___________________________________________________________________
 QZ0515  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 QZ0515  DYNAMIC HT  -         838.067 (meters)    2749.56  (feet)  COMP
 QZ0515  MODELED GRAV-     980,348.2   (mgal)                       NAVD 88
 QZ0515
 QZ0515  VERT ORDER  -  FIRST     CLASS II
 QZ0515
 QZ0515.The horizontal coordinates were scaled from a topographic map and have
 QZ0515.an estimated accuracy of +/- 6 seconds.
 QZ0515
 QZ0515.The orthometric height was determined by differential leveling
 QZ0515.and adjusted by the National Geodetic Survey in June 1991..
 QZ0515
 QZ0515.The geoid height was determined by GEOID03.
 QZ0515
 QZ0515.The dynamic height is computed by dividing the NAVD 88
 QZ0515.geopotential number by the normal gravity value computed on the
 QZ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0515.degrees latitude (g = 980.6199 gals.).
 QZ0515
 QZ0515.The modeled gravity was interpolated from observed gravity values.
 QZ0515
 QZ0515;                    North         East    Units  Estimated Accuracy
 QZ0515;SPC ID W     -   460,330.      795,810.      MT  (+/- 180 meters Scaled)
 QZ0515
 QZ0515                          SUPERSEDED SURVEY CONTROL
 QZ0515
 QZ0515  NGVD 29 (??/??/92)  837.207  (m)         2746.74   (f) ADJ UNCH    1 2
 QZ0515
 QZ0515.Superseded values are not recommended for survey control.
 QZ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0515.See file dsdata.txt to determine how the superseded data were derived.
 QZ0515
 QZ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL929736(NAD 83)
 QZ0515_MARKER: DB = BENCH MARK DISK
 QZ0515_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0515_SP_SET: GRANITE OUTCROP
 QZ0515_STAMPING: G 314 1945
 QZ0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0515+STABILITY: POSITION/ELEVATION WELL
 QZ0515
 QZ0515  HISTORY     - Date     Condition        Report By
 QZ0515  HISTORY     - 1945     MONUMENTED       CGS
 QZ0515
 QZ0515                          STATION DESCRIPTION
 QZ0515
 QZ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0515'7.45 MI W FROM GOLDEN.
 QZ0515'ALONG CONNER - GRANGEVILLE ROAD, 7.45 MILES WEST OF THE POST OFFICE AT
 QZ0515'GOLDEN, 0.3 MILE EAST OF CABLE CAR ACROSS RIVER, BETWEEN TWO
 QZ0515'PROMINENT, HIGH AND ALMOST PERPENDICULAR LIGHT COLORED GRANITE CLIFFS,
 QZ0515'30.0 FEET EAST OF EAST END OF WESTERLY CLIFF, 10.5 FEET WEST OF WEST
 QZ0515'END OF EASTERLY CLIFF, 15.5 FEET NORTH OF CENTERLINE OF ROAD, SET IN
 QZ0515'TOP OF SOUTH EDGE OF SLOPING TOP GRANITE OUTCROP, ABOUT 4 FEET ABOVE
 QZ0515'ROAD.  A BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0340 ***********************************************************************
 RA0340  DESIGNATION -  G 315
 RA0340  PID         -  RA0340
 RA0340  STATE/COUNTY-  ID/IDAHO
 RA0340  USGS QUAD   -  HAT POINT (1995)
 RA0340
 RA0340                         *CURRENT SURVEY CONTROL
 RA0340  ___________________________________________________________________
 RA0340* NAD 83(1986)-  45 22 49.     (N)    116 37 48.     (W)     SCALED    
 RA0340* NAVD 88     -       414.571  (meters)    1360.14   (feet)  ADJUSTED  
 RA0340  ___________________________________________________________________
 RA0340  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 RA0340  DYNAMIC HT  -         414.394 (meters)    1359.56  (feet)  COMP
 RA0340  MODELED GRAV-     980,183.6   (mgal)                       NAVD 88
 RA0340
 RA0340  VERT ORDER  -  SECOND    CLASS 0
 RA0340
 RA0340.The horizontal coordinates were scaled from a topographic map and have
 RA0340.an estimated accuracy of +/- 6 seconds.
 RA0340
 RA0340.The orthometric height was determined by differential leveling
 RA0340.and adjusted by the National Geodetic Survey in June 1991..
 RA0340
 RA0340.The geoid height was determined by GEOID03.
 RA0340
 RA0340.The dynamic height is computed by dividing the NAVD 88
 RA0340.geopotential number by the normal gravity value computed on the
 RA0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0340.degrees latitude (g = 980.6199 gals.).
 RA0340
 RA0340.The modeled gravity was interpolated from observed gravity values.
 RA0340
 RA0340;                    North         East    Units  Estimated Accuracy
 RA0340;SPC ID W     -   412,940.      731,080.      MT  (+/- 180 meters Scaled)
 RA0340
 RA0340                          SUPERSEDED SURVEY CONTROL
 RA0340
 RA0340  NGVD 29 (??/??/92)  413.414  (m)         1356.34   (f) ADJ UNCH    2 0
 RA0340
 RA0340.Superseded values are not recommended for survey control.
 RA0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0340.See file dsdata.txt to determine how the superseded data were derived.
 RA0340
 RA0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL289252(NAD 83)
 RA0340_MARKER: DB = BENCH MARK DISK
 RA0340_SETTING: 80 = SET IN A BOULDER
 RA0340_SP_SET: BOULDER
 RA0340_STAMPING: G 315 1946
 RA0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0340+STABILITY: SURFACE MOTION
 RA0340
 RA0340  HISTORY     - Date     Condition        Report By
 RA0340  HISTORY     - 1946     MONUMENTED       CGS
 RA0340
 RA0340                          STATION DESCRIPTION
 RA0340
 RA0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0340'29.35 MI N FROM HOMESTEAD, OR.
 RA0340'ABOUT 29.35 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0340'EAST BANK OF THE RIVER, DIRECTLY ACROSS THE RIVER FROM A VERY HIGH AND
 RA0340'STEEP ROCK WALL WHICH IS ON THE WEST BANK OF THE RIVER, 45 FEET
 RA0340'SOUTHWEST OF A LARGE PINE TREE WHICH HAS A VERY CROOKED BODY AND IS
 RA0340'THE LARGEST TREE IN THE VICINITY, AT A POINT WHERE THERE ARE SEVERAL
 RA0340'LARGE BOULDERS AT LOW WATER LINE, A STANDARD DISK SET IN TOP OF THE
 RA0340'SECOND LARGE BOULDER NORTH OF THE MOST SOUTHERLY ONE AND ABOUT 6 FEET
 RA0340'ABOVE HIGH WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0110 ***********************************************************************
 QZ0110  DESIGNATION -  G 316
 QZ0110  PID         -  QZ0110
 QZ0110  STATE/COUNTY-  ID/IDAHO
 QZ0110  USGS QUAD   -  WAUGH MTN (1978)
 QZ0110
 QZ0110                         *CURRENT SURVEY CONTROL
 QZ0110  ___________________________________________________________________
 QZ0110* NAD 83(1986)-  45 23 39.     (N)    114 48 07.     (W)     SCALED    
 QZ0110* NAVD 88     -       859.914  (meters)    2821.23   (feet)  ADJUSTED  
 QZ0110  ___________________________________________________________________
 QZ0110  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 QZ0110  DYNAMIC HT  -         859.379 (meters)    2819.48  (feet)  COMP
 QZ0110  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 QZ0110
 QZ0110  VERT ORDER  -  SECOND    CLASS 0
 QZ0110
 QZ0110.The horizontal coordinates were scaled from a topographic map and have
 QZ0110.an estimated accuracy of +/- 6 seconds.
 QZ0110
 QZ0110.The orthometric height was determined by differential leveling
 QZ0110.and adjusted by the National Geodetic Survey in June 1991..
 QZ0110
 QZ0110.The geoid height was determined by GEOID03.
 QZ0110
 QZ0110.The dynamic height is computed by dividing the NAVD 88
 QZ0110.geopotential number by the normal gravity value computed on the
 QZ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0110.degrees latitude (g = 980.6199 gals.).
 QZ0110
 QZ0110.The modeled gravity was interpolated from observed gravity values.
 QZ0110
 QZ0110;                    North         East    Units  Estimated Accuracy
 QZ0110;SPC ID W     -   414,550.      874,230.      MT  (+/- 180 meters Scaled)
 QZ0110
 QZ0110                          SUPERSEDED SURVEY CONTROL
 QZ0110
 QZ0110  NGVD 29 (??/??/92)  858.508  (m)         2816.62   (f) ADJ UNCH    2 0
 QZ0110
 QZ0110.Superseded values are not recommended for survey control.
 QZ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0110.See file dsdata.txt to determine how the superseded data were derived.
 QZ0110
 QZ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL720290(NAD 83)
 QZ0110_MARKER: DB = BENCH MARK DISK
 QZ0110_SETTING: 80 = SET IN A BOULDER
 QZ0110_SP_SET: BOULDER
 QZ0110_STAMPING: G 316 1945
 QZ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0110+STABILITY: SURFACE MOTION
 QZ0110
 QZ0110  HISTORY     - Date     Condition        Report By
 QZ0110  HISTORY     - 1945     MONUMENTED       CGS
 QZ0110  HISTORY     - 1974     MARK NOT FOUND   USGS
 QZ0110
 QZ0110                          STATION DESCRIPTION
 QZ0110
 QZ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0110'35.0 MI W FROM SHOUP.
 QZ0110'35.0 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE NORTHERLY SIDE OF
 QZ0110'THE SALMON RIVER, SET IN TOP OF BOULDER, ABOUT 175 FEET NORTHEAST OF
 QZ0110'MOUTH OF COTTONWOOD CREEK, ABOUT 150 FEET NORTHWEST OF LARGE PROMINENT
 QZ0110'BOULDER ON EDGE OF RIVER BANK, AND 60 FEET SOUTH SOUTHEAST OF PINE
 QZ0110'TREE WITH TRIANGULAR BLAZE ON SOUTHWEST SIDE.  BRONZE BENCH MARK DISK
 QZ0110'SET IN TOP OF BOULDER.
 QZ0110
 QZ0110                          STATION RECOVERY (1974)
 QZ0110
 QZ0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0280 ***********************************************************************
 QZ0280  DESIGNATION -  G 317
 QZ0280  PID         -  QZ0280
 QZ0280  STATE/COUNTY-  ID/IDAHO
 QZ0280  USGS QUAD   -  HIDA POINT (1995)
 QZ0280
 QZ0280                         *CURRENT SURVEY CONTROL
 QZ0280  ___________________________________________________________________
 QZ0280* NAD 83(1986)-  45 32 38.     (N)    115 08 36.     (W)     SCALED    
 QZ0280* NAVD 88     -       772.812  (meters)    2535.47   (feet)  ADJUSTED  
 QZ0280  ___________________________________________________________________
 QZ0280  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 QZ0280  DYNAMIC HT  -         772.353 (meters)    2533.96  (feet)  COMP
 QZ0280  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 QZ0280
 QZ0280  VERT ORDER  -  SECOND    CLASS 0
 QZ0280
 QZ0280.The horizontal coordinates were scaled from a topographic map and have
 QZ0280.an estimated accuracy of +/- 6 seconds.
 QZ0280
 QZ0280.The orthometric height was determined by differential leveling
 QZ0280.and adjusted by the National Geodetic Survey in June 1991..
 QZ0280
 QZ0280.The geoid height was determined by GEOID03.
 QZ0280
 QZ0280.The dynamic height is computed by dividing the NAVD 88
 QZ0280.geopotential number by the normal gravity value computed on the
 QZ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0280.degrees latitude (g = 980.6199 gals.).
 QZ0280
 QZ0280.The modeled gravity was interpolated from observed gravity values.
 QZ0280
 QZ0280;                    North         East    Units  Estimated Accuracy
 QZ0280;SPC ID W     -   430,930.      847,380.      MT  (+/- 180 meters Scaled)
 QZ0280
 QZ0280                          SUPERSEDED SURVEY CONTROL
 QZ0280
 QZ0280  NGVD 29 (??/??/92)  771.408  (m)         2530.86   (f) ADJ UNCH    2 0
 QZ0280
 QZ0280.Superseded values are not recommended for survey control.
 QZ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0280.See file dsdata.txt to determine how the superseded data were derived.
 QZ0280
 QZ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL449450(NAD 83)
 QZ0280_MARKER: DB = BENCH MARK DISK
 QZ0280_SETTING: 80 = SET IN A BOULDER
 QZ0280_SP_SET: BOULDER
 QZ0280_STAMPING: G 317 1945
 QZ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0280+STABILITY: SURFACE MOTION
 QZ0280
 QZ0280  HISTORY     - Date     Condition        Report By
 QZ0280  HISTORY     - 1945     MONUMENTED       CGS
 QZ0280  HISTORY     - 1974     MARK NOT FOUND   USGS
 QZ0280
 QZ0280                          STATION DESCRIPTION
 QZ0280
 QZ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0280'57.2 MI E FROM FRENCH CREEK.
 QZ0280'57.2 MILES EAST OF FRENCH CREEK, ON THE NORTHERLY SIDE OF THE SALMON
 QZ0280'RIVER, SET IN TOP OF BOULDER, BETWEEN PATH AND RIVER, ABOUT 175 FEET
 QZ0280'NORTHWEST OF A BENT AND FORKED PINE TREE, ABOUT 40 FEET SOUTHWEST OF
 QZ0280'AND 25 FEET BELOW LEVEL OF PATH, AND JUST BELOW HIGH WATER LEVEL.
 QZ0280'BRONZE BENCH MARK DISK.  BRONZE DISK SET IN TOP OF BOULDER.
 QZ0280
 QZ0280                          STATION RECOVERY (1974)
 QZ0280
 QZ0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0327 ***********************************************************************
 QZ0327  DESIGNATION -  G 318
 QZ0327  PID         -  QZ0327
 QZ0327  STATE/COUNTY-  ID/IDAHO
 QZ0327  USGS QUAD   -  FIVEMILE BAR (1995)
 QZ0327
 QZ0327                         *CURRENT SURVEY CONTROL
 QZ0327  ___________________________________________________________________
 QZ0327* NAD 83(1986)-  45 24 15.     (N)    115 28 43.     (W)     SCALED    
 QZ0327* NAVD 88     -       672.854  (meters)    2207.52   (feet)  ADJUSTED  
 QZ0327  ___________________________________________________________________
 QZ0327  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 QZ0327  DYNAMIC HT  -         672.456 (meters)    2206.22  (feet)  COMP
 QZ0327  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 QZ0327
 QZ0327  VERT ORDER  -  SECOND    CLASS 0
 QZ0327
 QZ0327.The horizontal coordinates were scaled from a topographic map and have
 QZ0327.an estimated accuracy of +/- 6 seconds.
 QZ0327
 QZ0327.The orthometric height was determined by differential leveling
 QZ0327.and adjusted by the National Geodetic Survey in June 1991..
 QZ0327
 QZ0327.The geoid height was determined by GEOID03.
 QZ0327
 QZ0327.The dynamic height is computed by dividing the NAVD 88
 QZ0327.geopotential number by the normal gravity value computed on the
 QZ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0327.degrees latitude (g = 980.6199 gals.).
 QZ0327
 QZ0327.The modeled gravity was interpolated from observed gravity values.
 QZ0327
 QZ0327;                    North         East    Units  Estimated Accuracy
 QZ0327;SPC ID W     -   415,260.      821,250.      MT  (+/- 180 meters Scaled)
 QZ0327
 QZ0327                          SUPERSEDED SURVEY CONTROL
 QZ0327
 QZ0327  NGVD 29 (??/??/92)  671.495  (m)         2203.06   (f) ADJ UNCH    2 0
 QZ0327
 QZ0327.Superseded values are not recommended for survey control.
 QZ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0327.See file dsdata.txt to determine how the superseded data were derived.
 QZ0327
 QZ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL190289(NAD 83)
 QZ0327_MARKER: DB = BENCH MARK DISK
 QZ0327_SETTING: 80 = SET IN A BOULDER
 QZ0327_SP_SET: BOULDER
 QZ0327_STAMPING: G 318 1945
 QZ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0327+STABILITY: SURFACE MOTION
 QZ0327
 QZ0327  HISTORY     - Date     Condition        Report By
 QZ0327  HISTORY     - 1945     MONUMENTED       CGS
 QZ0327  HISTORY     - 1974     GOOD             USGS
 QZ0327
 QZ0327                          STATION DESCRIPTION
 QZ0327
 QZ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0327'32.3 MI E FROM FRENCH CREEK.
 QZ0327'32.3 MILES EAST OF FRENCH CREEK, ON THE NORTHERLY SIDE OF THE SALMON
 QZ0327'RIVER, SET IN TOP OF BOULDER, BETWEEN ROAD AND RIVER, ABOUT 30 FEET
 QZ0327'NORTHEAST OF PINE TREE WITH TRIANGULAR BLAZE ON THE EAST SIDE, AND
 QZ0327'ABOUT LEVEL WITH HIGH WATER LINE.  BRONZE BENCH MARK DISK SET IN TOP
 QZ0327'OF BOULDER.
 QZ0327
 QZ0327                          STATION RECOVERY (1974)
 QZ0327
 QZ0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0327'FRENCH CREEK, 32.3 MILES EAST ALONG THE SALMON RIVER, AND ON THE
 QZ0327'NORTHERLY SIDE OF. ABOUT 2.0 MILES EAST OF MACKAY BAR BRIDGE (PACK
 QZ0327'BRIDGE). AT THE NORTHERLY END OF BLUE BIRD BAR. OPPOSITE A SMALL
 QZ0327'PROMINENT DRAIN ON SOUTHERN HILL SIDE. A STANDARD DISK SET INTOP OF A
 QZ0327'SMALL LOW BOULDER LEVEL WITH HIGH WATER LINE. STAMPED G 318 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0938 ***********************************************************************
 RA0938  DESIGNATION -  G 319
 RA0938  PID         -  RA0938
 RA0938  STATE/COUNTY-  ID/IDAHO
 RA0938  USGS QUAD   -  BOLES (1963)
 RA0938
 RA0938                         *CURRENT SURVEY CONTROL
 RA0938  ___________________________________________________________________
 RA0938* NAD 83(1986)-  45 59 27.     (N)    116 34 26.     (W)     SCALED    
 RA0938* NAVD 88     -       356.571  (meters)    1169.85   (feet)  ADJUSTED  
 RA0938  ___________________________________________________________________
 RA0938  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 RA0938  DYNAMIC HT  -         356.466 (meters)    1169.51  (feet)  COMP
 RA0938  MODELED GRAV-     980,315.4   (mgal)                       NAVD 88
 RA0938
 RA0938  VERT ORDER  -  SECOND    CLASS 0
 RA0938
 RA0938.The horizontal coordinates were scaled from a topographic map and have
 RA0938.an estimated accuracy of +/- 6 seconds.
 RA0938
 RA0938.The orthometric height was determined by differential leveling
 RA0938.and adjusted by the National Geodetic Survey in June 1991..
 RA0938
 RA0938.The geoid height was determined by GEOID03.
 RA0938
 RA0938.The dynamic height is computed by dividing the NAVD 88
 RA0938.geopotential number by the normal gravity value computed on the
 RA0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0938.degrees latitude (g = 980.6199 gals.).
 RA0938
 RA0938.The modeled gravity was interpolated from observed gravity values.
 RA0938
 RA0938;                    North         East    Units  Estimated Accuracy
 RA0938;SPC ID W     -   480,750.      736,170.      MT  (+/- 180 meters Scaled)
 RA0938
 RA0938                          SUPERSEDED SURVEY CONTROL
 RA0938
 RA0938  NGVD 29 (??/??/92)  355.439  (m)         1166.14   (f) ADJ UNCH    2 0
 RA0938
 RA0938.Superseded values are not recommended for survey control.
 RA0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0938.See file dsdata.txt to determine how the superseded data were derived.
 RA0938
 RA0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL330931(NAD 83)
 RA0938_MARKER: DB = BENCH MARK DISK
 RA0938_SETTING: 80 = SET IN A BOULDER
 RA0938_STAMPING: G 319 1945
 RA0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0938+STABILITY: SURFACE MOTION
 RA0938
 RA0938  HISTORY     - Date     Condition        Report By
 RA0938  HISTORY     - 1945     MONUMENTED       CGS
 RA0938
 RA0938                          STATION DESCRIPTION
 RA0938
 RA0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0938'12.3 MI NW FROM RICE CREEK BRIDGE.
 RA0938'12.3 MILES NORTHWEST (DOWN STREAM) ALONG THE NORTHEAST BANK OF THE
 RA0938'SALMON RIVER FROM THE RIVE CREEK BRIDGE, ABOUT 400 FEET NORTH OF AND
 RA0938'ACROSS THE RIVER FROM A LONE PINE TREE, ABOUT 250 FEET SOUTHEAST OF
 RA0938'THE HEAD OF A RAPIDS, NEAR THE MOUTH OF A CANYON, AND JUST BELOW HIGH
 RA0938'WATER LEVEL.  A BRONZE DISK, SET IN THE TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0637 ***********************************************************************
 NV0637  DESIGNATION -  G 32
 NV0637  PID         -  NV0637
 NV0637  STATE/COUNTY-  ID/OWYHEE
 NV0637  USGS QUAD   -  BLACKSTONE RESERVOIR (1979)
 NV0637
 NV0637                         *CURRENT SURVEY CONTROL
 NV0637  ___________________________________________________________________
 NV0637* NAD 83(1986)-  42 28 55.     (N)    115 46 27.     (W)     SCALED    
 NV0637* NAVD 88     -      1414.015  (meters)    4639.15   (feet)  ADJUSTED  
 NV0637  ___________________________________________________________________
 NV0637  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 NV0637  DYNAMIC HT  -        1413.156 (meters)    4636.33  (feet)  COMP
 NV0637  MODELED GRAV-     979,964.2   (mgal)                       NAVD 88
 NV0637
 NV0637  VERT ORDER  -  FIRST     CLASS II
 NV0637
 NV0637.The horizontal coordinates were scaled from a topographic map and have
 NV0637.an estimated accuracy of +/- 6 seconds.
 NV0637
 NV0637.The orthometric height was determined by differential leveling
 NV0637.and adjusted by the National Geodetic Survey in June 1991..
 NV0637
 NV0637.The geoid height was determined by GEOID03.
 NV0637
 NV0637.The dynamic height is computed by dividing the NAVD 88
 NV0637.geopotential number by the normal gravity value computed on the
 NV0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0637.degrees latitude (g = 980.6199 gals.).
 NV0637
 NV0637.The modeled gravity was interpolated from observed gravity values.
 NV0637
 NV0637;                    North         East    Units  Estimated Accuracy
 NV0637;SPC ID W     -    90,550.      798,010.      MT  (+/- 180 meters Scaled)
 NV0637
 NV0637                          SUPERSEDED SURVEY CONTROL
 NV0637
 NV0637  NGVD 29 (??/??/92) 1412.969  (m)         4635.72   (f) ADJ UNCH    1 2
 NV0637
 NV0637.Superseded values are not recommended for survey control.
 NV0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0637.See file dsdata.txt to determine how the superseded data were derived.
 NV0637
 NV0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH007040(NAD 83)
 NV0637_MARKER: DB = BENCH MARK DISK
 NV0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0637_STAMPING: G 32 1934
 NV0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0637+STABILITY: SURFACE MOTION
 NV0637
 NV0637  HISTORY     - Date     Condition        Report By
 NV0637  HISTORY     - 1934     MONUMENTED       CGS
 NV0637  HISTORY     - 1974     GOOD             USGS
 NV0637
 NV0637                          STATION DESCRIPTION
 NV0637
 NV0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0637'26.2 MI SW FROM HOT SPRING.
 NV0637'26.2 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0637'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, AT THE NORTH END OF A
 NV0637'LARGE SAGEBRUSH FLAT, 110 FEET SOUTHWEST OF A ROCKY KNOLL, ON GROUND
 NV0637'SLOPING SOUTH, AND 30 FEET EAST OF THE ROAD.  A STANDARD DISK, STAMPED
 NV0637'G 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NV0637
 NV0637                          STATION RECOVERY (1974)
 NV0637
 NV0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0637'HOT SPRING, 26.2 MI. SOUTHWEST OF ALONG OLD ROAD TO GRASMERE FROM THE
 NV0637'BRIDGE OVER THE BRUNEAU RIVER. 3.2 MI. NORTHEAST OF THE OLD
 NV0637'BLACKSTONE RANCH HOUSE. AT THE NORTH EDGE OF A LARGE SAGEBRUSH FLAT,
 NV0637'110 FT. SOUTHWEST OF A ROCKY KNOLL, ON GROUND SLOPING SOUTH. 30 FT.
 NV0637'NORTHWEST OF CENTER OF ROAD. A STANDARD DISK STAMPED G 32 1934 AND
 NV0637'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0369 ***********************************************************************
 RA0369  DESIGNATION -  G 320
 RA0369  PID         -  RA0369
 RA0369  STATE/COUNTY-  ID/ADAMS
 RA0369  USGS QUAD   -  HOMESTEAD (1990)
 RA0369
 RA0369                         *CURRENT SURVEY CONTROL
 RA0369  ___________________________________________________________________
 RA0369* NAD 83(1986)-  45 04 01.     (N)    116 46 17.     (W)     SCALED    
 RA0369* NAVD 88     -      1096.579  (meters)    3597.69   (feet)  ADJUSTED  
 RA0369  ___________________________________________________________________
 RA0369  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 RA0369  DYNAMIC HT  -        1096.283 (meters)    3596.72  (feet)  COMP
 RA0369  MODELED GRAV-     980,309.6   (mgal)                       NAVD 88
 RA0369
 RA0369  VERT ORDER  -  SECOND    CLASS 0
 RA0369
 RA0369.The horizontal coordinates were scaled from a topographic map and have
 RA0369.an estimated accuracy of +/- 6 seconds.
 RA0369
 RA0369.The orthometric height was determined by differential leveling
 RA0369.and adjusted by the National Geodetic Survey in June 1991..
 RA0369
 RA0369.The geoid height was determined by GEOID03.
 RA0369
 RA0369.The dynamic height is computed by dividing the NAVD 88
 RA0369.geopotential number by the normal gravity value computed on the
 RA0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0369.degrees latitude (g = 980.6199 gals.).
 RA0369
 RA0369.The modeled gravity was interpolated from observed gravity values.
 RA0369
 RA0369;                    North         East    Units  Estimated Accuracy
 RA0369;SPC ID W     -   378,250.      719,570.      MT  (+/- 180 meters Scaled)
 RA0369
 RA0369                          SUPERSEDED SURVEY CONTROL
 RA0369
 RA0369  NGVD 29 (??/??/92) 1095.545  (m)         3594.30   (f) ADJ UNCH    2 0
 RA0369
 RA0369.Superseded values are not recommended for survey control.
 RA0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0369.See file dsdata.txt to determine how the superseded data were derived.
 RA0369
 RA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK179904(NAD 83)
 RA0369_MARKER: DB = BENCH MARK DISK
 RA0369_SETTING: 80 = SET IN A BOULDER
 RA0369_SP_SET: BOULDER
 RA0369_STAMPING: G 320 1946
 RA0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0369+STABILITY: SURFACE MOTION
 RA0369
 RA0369  HISTORY     - Date     Condition        Report By
 RA0369  HISTORY     - 1946     MONUMENTED       CGS
 RA0369  HISTORY     - 1957     MARK NOT FOUND   NGS
 RA0369
 RA0369                          STATION DESCRIPTION
 RA0369
 RA0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0369'38.8 MI NW FROM FRUITVALE.
 RA0369'ABOUT 38.8 MILES NORTHWEST ALONG THE FRUITVALE-HOMESTEAD ROAD FROM THE
 RA0369'POST OFFICE AT FRUITVALE, 6.5 MILES NORTHEAST OF THE POST OFFICE AT
 RA0369'HOMESTEAD, 40 FEET SOUTH OF A LARGE PINE TREE, 12 FEET SOUTH OF THE
 RA0369'CENTER LINE OF THE ROAD, ABOUT 6 FEET ABOVE THE ROAD LEVEL, AND SET IN
 RA0369'THE TOP OF AN OUTCROPPING BOULDER ABOUT 1.0 FOOT ABOVE THE GROUND.
 RA0369
 RA0369                          STATION RECOVERY (1957)
 RA0369
 RA0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RA0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0428 ***********************************************************************
 QB0428  DESIGNATION -  G 321
 QB0428  PID         -  QB0428
 QB0428  STATE/COUNTY-  ID/WASHINGTON
 QB0428  USGS QUAD   -  CAMBRIDGE (1986)
 QB0428
 QB0428                         *CURRENT SURVEY CONTROL
 QB0428  ___________________________________________________________________
 QB0428* NAD 83(1986)-  44 32 17.     (N)    116 41 16.     (W)     SCALED    
 QB0428* NAVD 88     -       800.237  (meters)    2625.44   (feet)  ADJUSTED  
 QB0428  ___________________________________________________________________
 QB0428  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 QB0428  DYNAMIC HT  -         800.006 (meters)    2624.69  (feet)  COMP
 QB0428  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 QB0428
 QB0428  VERT ORDER  -  FIRST     CLASS II
 QB0428
 QB0428.The horizontal coordinates were scaled from a topographic map and have
 QB0428.an estimated accuracy of +/- 6 seconds.
 QB0428
 QB0428.The orthometric height was determined by differential leveling
 QB0428.and adjusted by the National Geodetic Survey in June 1991..
 QB0428
 QB0428.The geoid height was determined by GEOID03.
 QB0428
 QB0428.The dynamic height is computed by dividing the NAVD 88
 QB0428.geopotential number by the normal gravity value computed on the
 QB0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0428.degrees latitude (g = 980.6199 gals.).
 QB0428
 QB0428.The modeled gravity was interpolated from observed gravity values.
 QB0428
 QB0428;                    North         East    Units  Estimated Accuracy
 QB0428;SPC ID W     -   319,400.      725,470.      MT  (+/- 180 meters Scaled)
 QB0428
 QB0428                          SUPERSEDED SURVEY CONTROL
 QB0428
 QB0428  NGVD 29 (??/??/92)  799.203  (m)         2622.05   (f) ADJ UNCH    1 2
 QB0428
 QB0428.Superseded values are not recommended for survey control.
 QB0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0428.See file dsdata.txt to determine how the superseded data were derived.
 QB0428
 QB0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK248316(NAD 83)
 QB0428_MARKER: DB = BENCH MARK DISK
 QB0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0428_STAMPING: G 321 1946
 QB0428_MARK LOGO: CGS   
 QB0428_PROJECTION: PROJECTING 12 CENTIMETERS
 QB0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0428+STABILITY: SURFACE MOTION
 QB0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB0428+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2002
 QB0428
 QB0428  HISTORY     - Date     Condition        Report By
 QB0428  HISTORY     - 1946     MONUMENTED       CGS
 QB0428  HISTORY     - 1967     GOOD             NGS
 QB0428  HISTORY     - 1983     GOOD             NGS
 QB0428  HISTORY     - 20020701 GOOD             IDTD
 QB0428
 QB0428                          STATION DESCRIPTION
 QB0428
 QB0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0428'3.1 MI S FROM CAMBRIDGE.
 QB0428'1.6 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION
 QB0428'AT CAMBRIDGE TO A SIDE ROAD LEFT AT MILE POST NO. 116, TURN LEFT AND
 QB0428'GO SOUTH ON THE GRAVELED ROAD, FORMER LOCATION OF U.S. HIGHWAY 95, FOR
 QB0428'1.5 MILES TO THE MARK ON THE LEFT, MIDWAY BETWEEN TWO CURVES, 150 FEET
 QB0428'NORTHWEST OF A STONY RAVINE, 100 FEET NORTHEAST OF THE RIVER BANK, 35
 QB0428'FEET NORTHEAST OF THE CENTER OF THE ROAD, 0.5 FOOT SOUTHEAST OF A
 QB0428'METAL WITNESS POST AND 4 FEET ABOVE THE LEVEL OF THE ROAD SET IN A
 QB0428'CYLINDRICAL CONCRETE MONUMENT 6 INCHES IN DIAMETER THAT PROJECTS 5
 QB0428'INCHES.
 QB0428
 QB0428                          STATION RECOVERY (1983)
 QB0428
 QB0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0428'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.25 KM
 QB0428'(1.4 MI) SOUTH ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0428'71 IN CAMBRIDGE, THENCE 2.45 KM (1.55 MI) SOUTH ALONG RIVER ROAD,
 QB0428'1.75 KM (1.1 MI) SOUTH OF THE SOUTHEAST END OF THE STEEL BRIDGE OVER
 QB0428'THE WEISER RIVER, 1.15 KM (0.75 MI) NORTH OF THE BRIDGE OVER DIXIE
 QB0428'CREEK, ON A SMALL NARROW BENCH AT THE FOOT OF A HILL, 10.6 METERS
 QB0428'(35 FT) NORTHEAST OF THE CENTER OF THE ROAD, 29.9 METERS (98 FT)
 QB0428'NORTHEAST OF THE TOP EDGE OF THE NORTHEAST BANK OF THE WEISER RIVER.
 QB0428'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 QB0428'THE MARK IS 1.5 M ABOVE THE ROAD.
 QB0428
 QB0428                          STATION RECOVERY (2002)
 QB0428
 QB0428'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JLG)
 QB0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0564 ***********************************************************************
 QA0564  DESIGNATION -  G 322
 QA0564  PID         -  QA0564
 QA0564  STATE/COUNTY-  ID/VALLEY
 QA0564  USGS QUAD   -  WARM LAKE (1988)
 QA0564
 QA0564                         *CURRENT SURVEY CONTROL
 QA0564  ___________________________________________________________________
 QA0564* NAD 83(1986)-  44 44 42.     (N)    115 40 50.     (W)     SCALED    
 QA0564* NAVD 88     -      1546.209  (meters)    5072.85   (feet)  ADJUSTED  
 QA0564  ___________________________________________________________________
 QA0564  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 QA0564  DYNAMIC HT  -        1545.452 (meters)    5070.37  (feet)  COMP
 QA0564  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 QA0564
 QA0564  VERT ORDER  -  SECOND    CLASS 0
 QA0564
 QA0564.The horizontal coordinates were scaled from a topographic map and have
 QA0564.an estimated accuracy of +/- 6 seconds.
 QA0564
 QA0564.The orthometric height was determined by differential leveling
 QA0564.and adjusted by the National Geodetic Survey in June 1991..
 QA0564
 QA0564.The geoid height was determined by GEOID03.
 QA0564
 QA0564.The dynamic height is computed by dividing the NAVD 88
 QA0564.geopotential number by the normal gravity value computed on the
 QA0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0564.degrees latitude (g = 980.6199 gals.).
 QA0564
 QA0564.The modeled gravity was interpolated from observed gravity values.
 QA0564
 QA0564;                    North         East    Units  Estimated Accuracy
 QA0564;SPC ID W     -   341,970.      805,500.      MT  (+/- 180 meters Scaled)
 QA0564
 QA0564                          SUPERSEDED SURVEY CONTROL
 QA0564
 QA0564  NGVD 29 (??/??/92) 1545.025  (m)         5068.97   (f) ADJ UNCH    2 0
 QA0564
 QA0564.Superseded values are not recommended for survey control.
 QA0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0564.See file dsdata.txt to determine how the superseded data were derived.
 QA0564
 QA0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK044554(NAD 83)
 QA0564_MARKER: DB = BENCH MARK DISK
 QA0564_SETTING: 66 = SET IN ROCK OUTCROP
 QA0564_SP_SET: ROCK OUTCROP
 QA0564_STAMPING: G-322 1947
 QA0564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0564+STABILITY: POSITION/ELEVATION WELL
 QA0564
 QA0564  HISTORY     - Date     Condition        Report By
 QA0564  HISTORY     - 1947     MONUMENTED       CGS
 QA0564  HISTORY     - 1973     GOOD             USGS
 QA0564
 QA0564                          STATION DESCRIPTION
 QA0564
 QA0564'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QA0564'4.5 MI S FROM POVERTY FLAT.
 QA0564'4.5 MILES SOUTH ALONG THE SOUTH FORK ROAD FROM THE CAMPGROUNDS AT
 QA0564'POVERTY FLAT, THEN 0.7 MILE SOUTH ALONG OLD ABANDONED ROAD, (FIRST 0.4
 QA0564'MILE BEING COINCIDENT WITH THE GOAT CREEK TRAIL.  THE OLD ROAD IS
 QA0564'ABANDONED AND SHOWN AS A TRAIL) ABOUT 135.0 FEET SOUTH OF THE BRIDGE
 QA0564'OVER ROARING CREEK, 37.0 FEET WEST OF THE CENTER LINE OF THE TRAIL,
 QA0564'27.0 FEET NORTHWEST OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE,
 QA0564'SET IN THE TOP OF A LARGE GRANITE ROCK OUTCROP PROJECTING 2.0 FEET
 QA0564'ABOVE THE GROUND AND ABOUT 2.0 FEET BELOW THE ROAD.  WITNESS POST SET
 QA0564'15.0 FEET EAST OF THE STATION.  US FOREST SERVICE ATTENTION SIGN
 QA0564'ATTACHED TO A 24-INCH PINE 10.0 FEET NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0280 ***********************************************************************
 QA0280  DESIGNATION -  G 323
 QA0280  PID         -  QA0280
 QA0280  STATE/COUNTY-  ID/VALLEY
 QA0280  USGS QUAD   -  PUNGO MOUNTAIN (1973)
 QA0280
 QA0280                         *CURRENT SURVEY CONTROL
 QA0280  ___________________________________________________________________
 QA0280* NAD 83(1986)-  44 45 40.     (N)    115 04 06.     (W)     SCALED    
 QA0280* NAVD 88     -      1396.101  (meters)    4580.37   (feet)  ADJUSTED  
 QA0280  ___________________________________________________________________
 QA0280  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 QA0280  DYNAMIC HT  -        1395.199 (meters)    4577.42  (feet)  COMP
 QA0280  MODELED GRAV-     979,926.8   (mgal)                       NAVD 88
 QA0280
 QA0280  VERT ORDER  -  SECOND    CLASS 0
 QA0280
 QA0280.The horizontal coordinates were scaled from a topographic map and have
 QA0280.an estimated accuracy of +/- 6 seconds.
 QA0280
 QA0280.The orthometric height was determined by differential leveling
 QA0280.and adjusted by the National Geodetic Survey in June 1991..
 QA0280
 QA0280.The geoid height was determined by GEOID03.
 QA0280
 QA0280.The dynamic height is computed by dividing the NAVD 88
 QA0280.geopotential number by the normal gravity value computed on the
 QA0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0280.degrees latitude (g = 980.6199 gals.).
 QA0280
 QA0280.The modeled gravity was interpolated from observed gravity values.
 QA0280
 QA0280;                    North         East    Units  Estimated Accuracy
 QA0280;SPC ID W     -   343,990.      853,970.      MT  (+/- 180 meters Scaled)
 QA0280
 QA0280                          SUPERSEDED SURVEY CONTROL
 QA0280
 QA0280  NGVD 29 (??/??/92) 1394.532  (m)         4575.23   (f) ADJ UNCH    2 0
 QA0280
 QA0280.Superseded values are not recommended for survey control.
 QA0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0280.See file dsdata.txt to determine how the superseded data were derived.
 QA0280
 QA0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK528582(NAD 83)
 QA0280_MARKER: DB = BENCH MARK DISK
 QA0280_SETTING: 80 = SET IN A BOULDER
 QA0280_SP_SET: BOULDER
 QA0280_STAMPING: G 323 1947
 QA0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0280+STABILITY: SURFACE MOTION
 QA0280
 QA0280  HISTORY     - Date     Condition        Report By
 QA0280  HISTORY     - 1947     MONUMENTED       CGS
 QA0280
 QA0280                          STATION DESCRIPTION
 QA0280
 QA0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0280'5.1 MI E FROM MIDDLE FORK GUARD STATION.
 QA0280'ALONG FOREST SERVICE TRAIL FROM MIDDLE FORK GUARD STATION, SET IN
 QA0280'BOULDER PROTRUDING 1 FOOT ABOVE GROUND, 1 FOOT NORTH-EAST OF MIDDLE
 QA0280'FORK TRAIL, 15.6 FEET NORTH OF FOREST SERVICE 23 MILE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0216 ***********************************************************************
 QA0216  DESIGNATION -  G 324
 QA0216  PID         -  QA0216
 QA0216  STATE/COUNTY-  ID/LEMHI
 QA0216  USGS QUAD   -  RAMEY HILL (1962)
 QA0216
 QA0216                         *CURRENT SURVEY CONTROL
 QA0216  ___________________________________________________________________
 QA0216* NAD 83(1986)-  44 52 25.     (N)    114 45 35.     (W)     SCALED    
 QA0216* NAVD 88     -      1188.145  (meters)    3898.11   (feet)  ADJUSTED  
 QA0216  ___________________________________________________________________
 QA0216  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 QA0216  DYNAMIC HT  -        1187.427 (meters)    3895.75  (feet)  COMP
 QA0216  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 QA0216
 QA0216  VERT ORDER  -  SECOND    CLASS 0
 QA0216
 QA0216.The horizontal coordinates were scaled from a topographic map and have
 QA0216.an estimated accuracy of +/- 6 seconds.
 QA0216
 QA0216.The orthometric height was determined by differential leveling
 QA0216.and adjusted by the National Geodetic Survey in June 1991..
 QA0216
 QA0216.The geoid height was determined by GEOID03.
 QA0216
 QA0216.The dynamic height is computed by dividing the NAVD 88
 QA0216.geopotential number by the normal gravity value computed on the
 QA0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0216.degrees latitude (g = 980.6199 gals.).
 QA0216
 QA0216.The modeled gravity was interpolated from observed gravity values.
 QA0216
 QA0216;                    North         East    Units  Estimated Accuracy
 QA0216;SPC ID C     -   356,550.      439,970.      MT  (+/- 180 meters Scaled)
 QA0216
 QA0216                          SUPERSEDED SURVEY CONTROL
 QA0216
 QA0216  NGVD 29 (??/??/92) 1186.638  (m)         3893.16   (f) ADJ UNCH    2 0
 QA0216
 QA0216.Superseded values are not recommended for survey control.
 QA0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0216.See file dsdata.txt to determine how the superseded data were derived.
 QA0216
 QA0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK769713(NAD 83)
 QA0216_MARKER: DB = BENCH MARK DISK
 QA0216_SETTING: 80 = SET IN A BOULDER
 QA0216_SP_SET: BOULDER
 QA0216_STAMPING: G 324 1947
 QA0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0216+STABILITY: SURFACE MOTION
 QA0216
 QA0216  HISTORY     - Date     Condition        Report By
 QA0216  HISTORY     - 1947     MONUMENTED       CGS
 QA0216
 QA0216                          STATION DESCRIPTION
 QA0216
 QA0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0216'32.7 MI NE FROM MIDDLE FORK GUARD STATION.
 QA0216'32.7 MILES NE ALONG MIDDLE FORK TRAIL ALONG THE FOREST SERVICE TRAIL
 QA0216'FROM THE MIDDLE FORK GUARD STATION, SET IN A BOULDER PROTRUDING 4 FEET
 QA0216'ABOVE GROUND, 17.9 FEET NORTH OF THE MIDDLE FORK TRAIL, 49.4 FEET
 QA0216'SOUTH OF A FENCE THAT RUNS TO A BLUFF ON THE EDGE OF THE RIVER ON THE
 QA0216'NORTH-EAST CORNER OF THE JONES RANCH.  USBM PAINTED ON BOULDER WITH
 QA0216'WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0136 ***********************************************************************
 QZ0136  DESIGNATION -  G 325
 QZ0136  PID         -  QZ0136
 QZ0136  STATE/COUNTY-  ID/VALLEY
 QZ0136  USGS QUAD   -  DAVE LEWIS PEAK (1962)
 QZ0136
 QZ0136                         *CURRENT SURVEY CONTROL
 QZ0136  ___________________________________________________________________
 QZ0136* NAD 83(1986)-  45 07 12.     (N)    114 48 12.     (W)     SCALED    
 QZ0136* NAVD 88     -      1407.823  (meters)    4618.83   (feet)  ADJUSTED  
 QZ0136  ___________________________________________________________________
 QZ0136  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 QZ0136  DYNAMIC HT  -        1406.998 (meters)    4616.13  (feet)  COMP
 QZ0136  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 QZ0136
 QZ0136  VERT ORDER  -  SECOND    CLASS 0
 QZ0136
 QZ0136.The horizontal coordinates were scaled from a topographic map and have
 QZ0136.an estimated accuracy of +/- 6 seconds.
 QZ0136
 QZ0136.The orthometric height was determined by differential leveling
 QZ0136.and adjusted by the National Geodetic Survey in June 1991..
 QZ0136
 QZ0136.The geoid height was determined by GEOID03.
 QZ0136
 QZ0136.The dynamic height is computed by dividing the NAVD 88
 QZ0136.geopotential number by the normal gravity value computed on the
 QZ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0136.degrees latitude (g = 980.6199 gals.).
 QZ0136
 QZ0136.The modeled gravity was interpolated from observed gravity values.
 QZ0136
 QZ0136;                    North         East    Units  Estimated Accuracy
 QZ0136;SPC ID W     -   384,080.      874,480.      MT  (+/- 180 meters Scaled)
 QZ0136
 QZ0136                          SUPERSEDED SURVEY CONTROL
 QZ0136
 QZ0136  NGVD 29 (??/??/92) 1406.337  (m)         4613.96   (f) ADJ UNCH    2 0
 QZ0136
 QZ0136.Superseded values are not recommended for survey control.
 QZ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0136.See file dsdata.txt to determine how the superseded data were derived.
 QZ0136
 QZ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK727986(NAD 83)
 QZ0136_MARKER: DB = BENCH MARK DISK
 QZ0136_SETTING: 80 = SET IN A BOULDER
 QZ0136_SP_SET: BOULDER
 QZ0136_STAMPING: G 325 1947
 QZ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0136+STABILITY: SURFACE MOTION
 QZ0136
 QZ0136  HISTORY     - Date     Condition        Report By
 QZ0136  HISTORY     - 1947     MONUMENTED       CGS
 QZ0136  HISTORY     - 1955     GOOD             NGS
 QZ0136
 QZ0136                          STATION DESCRIPTION
 QZ0136
 QZ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0136'5.2 MI W FROM MOUTH OF BIG CREEK.
 QZ0136'5.2 MILES WEST ALONG MIDDLE FORK TRAIL FROM THE MOUTH OF BIG CREEK
 QZ0136'(4.3 MILES WEST ALONG BIG CREEK, THENCE 0.9 MILE NORTH ALONG GOAT
 QZ0136'CREEK), ABOUT 1/4 MILE NORTH OF A LARGE MEADOW ON THE WEST SIDE OF
 QZ0136'GOAT CREEK, ABOUT 75 FEET WEST OF GOAT CREEK, 12.4 FEET WEST OF THE
 QZ0136'TRAIL, AT A ROCK SLIDE, AND SET IN THE TOP OF AN EMBEDDED BOULDER.
 QZ0136'USBM PAINTED ON BOULDER WITH WHITE PAINT.
 QZ0136
 QZ0136                          STATION RECOVERY (1955)
 QZ0136
 QZ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QZ0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0572 ***********************************************************************
 QA0572  DESIGNATION -  G 326
 QA0572  PID         -  QA0572
 QA0572  STATE/COUNTY-  ID/VALLEY
 QA0572  USGS QUAD   -  WHITE ROCK PEAK (1973)
 QA0572
 QA0572                         *CURRENT SURVEY CONTROL
 QA0572  ___________________________________________________________________
 QA0572* NAD 83(1986)-  44 50 08.     (N)    115 42 10.     (W)     SCALED    
 QA0572* NAVD 88     -      1281.950  (meters)    4205.86   (feet)  ADJUSTED  
 QA0572  ___________________________________________________________________
 QA0572  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 QA0572  DYNAMIC HT  -        1281.345 (meters)    4203.88  (feet)  COMP
 QA0572  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 QA0572
 QA0572  VERT ORDER  -  SECOND    CLASS 0
 QA0572
 QA0572.The horizontal coordinates were scaled from a topographic map and have
 QA0572.an estimated accuracy of +/- 6 seconds.
 QA0572
 QA0572.The orthometric height was determined by differential leveling
 QA0572.and adjusted by the National Geodetic Survey in June 1991..
 QA0572
 QA0572.The geoid height was determined by GEOID03.
 QA0572
 QA0572.The dynamic height is computed by dividing the NAVD 88
 QA0572.geopotential number by the normal gravity value computed on the
 QA0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0572.degrees latitude (g = 980.6199 gals.).
 QA0572
 QA0572.The modeled gravity was interpolated from observed gravity values.
 QA0572
 QA0572;                    North         East    Units  Estimated Accuracy
 QA0572;SPC ID W     -   352,030.      803,730.      MT  (+/- 180 meters Scaled)
 QA0572
 QA0572                          SUPERSEDED SURVEY CONTROL
 QA0572
 QA0572  NGVD 29 (??/??/92) 1280.760  (m)         4201.96   (f) ADJ UNCH    2 0
 QA0572
 QA0572.Superseded values are not recommended for survey control.
 QA0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0572.See file dsdata.txt to determine how the superseded data were derived.
 QA0572
 QA0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK025655(NAD 83)
 QA0572_MARKER: DB = BENCH MARK DISK
 QA0572_SETTING: 66 = SET IN ROCK OUTCROP
 QA0572_SP_SET: ROCK OUTCROP
 QA0572_STAMPING: G-326
 QA0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0572+STABILITY: POSITION/ELEVATION WELL
 QA0572
 QA0572  HISTORY     - Date     Condition        Report By
 QA0572  HISTORY     - UNK      MONUMENTED       CGS
 QA0572  HISTORY     - 1973     GOOD             USGS
 QA0572
 QA0572                          STATION DESCRIPTION
 QA0572
 QA0572'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QA0572'0.8 MI N FROM POVERTY FLAT.
 QA0572'0.8 MILE NORTH ALONG THE SOUTH FORK ROAD FROM THE CAMPGROUND AT
 QA0572'POVERTY FLAT, ABOUT 160.0 FEET EAST OF THE CENTERLINE OF THE ROAD, SET
 QA0572'IN THE TOP OF A LARGE PROMINENT ROCK OUTCROP PROJECTING 4.0 FEET ABOVE
 QA0572'THE GROUND.  US FOREST SERVICE ATTENTION SIGN ATTACHED TO 12-INCH PINE
 QA0572'TREE APPROXIMATELY 110.0 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0376 ***********************************************************************
 QZ0376  DESIGNATION -  G 327
 QZ0376  PID         -  QZ0376
 QZ0376  STATE/COUNTY-  ID/VALLEY
 QZ0376  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0376
 QZ0376                         *CURRENT SURVEY CONTROL
 QZ0376  ___________________________________________________________________
 QZ0376* NAD 83(1986)-  45 03 21.     (N)    115 38 00.     (W)     SCALED    
 QZ0376* NAVD 88     -      1053.179  (meters)    3455.30   (feet)  ADJUSTED  
 QZ0376  ___________________________________________________________________
 QZ0376  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 QZ0376  DYNAMIC HT  -        1052.686 (meters)    3453.69  (feet)  COMP
 QZ0376  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 QZ0376
 QZ0376  VERT ORDER  -  SECOND    CLASS 0
 QZ0376
 QZ0376.The horizontal coordinates were scaled from a topographic map and have
 QZ0376.an estimated accuracy of +/- 6 seconds.
 QZ0376
 QZ0376.The orthometric height was determined by differential leveling
 QZ0376.and adjusted by the National Geodetic Survey in June 1991..
 QZ0376
 QZ0376.The geoid height was determined by GEOID03.
 QZ0376
 QZ0376.The dynamic height is computed by dividing the NAVD 88
 QZ0376.geopotential number by the normal gravity value computed on the
 QZ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0376.degrees latitude (g = 980.6199 gals.).
 QZ0376
 QZ0376.The modeled gravity was interpolated from observed gravity values.
 QZ0376
 QZ0376;                    North         East    Units  Estimated Accuracy
 QZ0376;SPC ID W     -   376,520.      809,190.      MT  (+/- 180 meters Scaled)
 QZ0376
 QZ0376                          SUPERSEDED SURVEY CONTROL
 QZ0376
 QZ0376  NGVD 29 (??/??/92) 1051.963  (m)         3451.32   (f) ADJ UNCH    2 0
 QZ0376
 QZ0376.Superseded values are not recommended for survey control.
 QZ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0376.See file dsdata.txt to determine how the superseded data were derived.
 QZ0376
 QZ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK076900(NAD 83)
 QZ0376_MARKER: DB = BENCH MARK DISK
 QZ0376_SETTING: 80 = SET IN A BOULDER
 QZ0376_SP_SET: BOULDER
 QZ0376_STAMPING: G 327 1948
 QZ0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0376+STABILITY: SURFACE MOTION
 QZ0376
 QZ0376  HISTORY     - Date     Condition        Report By
 QZ0376  HISTORY     - 1948     MONUMENTED       CGS
 QZ0376
 QZ0376                          STATION DESCRIPTION
 QZ0376
 QZ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0376'5.0 MI N FROM MOUTH OF SECESH RIVER.
 QZ0376'ABOUT 5.0 MILES NORTH ALONG THE SOUTH FORK TRAIL FROM THE MOUTH OF THE
 QZ0376'SECESH RIVER, ABOUT 0.3 MILE SOUTH OF THE SUSPENSION BRIDGE OVER THE
 QZ0376'SOUTH FORK OF THE SALMON RIVER, ACROSS THE RIVER FROM THE WILLEY
 QZ0376'RANCH, 44.0 FEET EAST OF THE CENTER LINE OF THE TRAIL, 13.5 FEET SOUTH
 QZ0376'OF A 36-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP AND IN
 QZ0376'THE CENTER OF A PROMINENT BOULDER AT THE WATERS EDGE AND ABOUT 4 FEET
 QZ0376'BELOW THE TRAIL.  NOTE-- ONE END OF THE BOULDER IS NOT EMBEDDED. AT
 QZ0376'THE TIME THE MARK WAS SET, WATER WAS AT EXTREME HIGH WATER MARK AND
 QZ0376'WAS UNDETECTED BY THE BENCH MARK SETTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0404 ***********************************************************************
 QZ0404  DESIGNATION -  G 328
 QZ0404  PID         -  QZ0404
 QZ0404  STATE/COUNTY-  ID/IDAHO
 QZ0404  USGS QUAD   -  PILOT PEAK (1969)
 QZ0404
 QZ0404                         *CURRENT SURVEY CONTROL
 QZ0404  ___________________________________________________________________
 QZ0404* NAD 83(1986)-  45 13 42.     (N)    115 32 39.     (W)     SCALED    
 QZ0404* NAVD 88     -       841.014  (meters)    2759.23   (feet)  ADJUSTED  
 QZ0404  ___________________________________________________________________
 QZ0404  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 QZ0404  DYNAMIC HT  -         840.555 (meters)    2757.72  (feet)  COMP
 QZ0404  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 QZ0404
 QZ0404  VERT ORDER  -  SECOND    CLASS 0
 QZ0404
 QZ0404.The horizontal coordinates were scaled from a topographic map and have
 QZ0404.an estimated accuracy of +/- 6 seconds.
 QZ0404
 QZ0404.The orthometric height was determined by differential leveling
 QZ0404.and adjusted by the National Geodetic Survey in June 1991..
 QZ0404
 QZ0404.The geoid height was determined by GEOID03.
 QZ0404
 QZ0404.The dynamic height is computed by dividing the NAVD 88
 QZ0404.geopotential number by the normal gravity value computed on the
 QZ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0404.degrees latitude (g = 980.6199 gals.).
 QZ0404
 QZ0404.The modeled gravity was interpolated from observed gravity values.
 QZ0404
 QZ0404;                    North         East    Units  Estimated Accuracy
 QZ0404;SPC ID W     -   395,700.      816,160.      MT  (+/- 180 meters Scaled)
 QZ0404
 QZ0404                          SUPERSEDED SURVEY CONTROL
 QZ0404
 QZ0404  NGVD 29 (??/??/92)  839.718  (m)         2754.97   (f) ADJ UNCH    2 0
 QZ0404
 QZ0404.Superseded values are not recommended for survey control.
 QZ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0404.See file dsdata.txt to determine how the superseded data were derived.
 QZ0404
 QZ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL142093(NAD 83)
 QZ0404_MARKER: DB = BENCH MARK DISK
 QZ0404_SETTING: 80 = SET IN A BOULDER
 QZ0404_SP_SET: BOULDER
 QZ0404_STAMPING: G 328 1948
 QZ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0404+STABILITY: SURFACE MOTION
 QZ0404
 QZ0404  HISTORY     - Date     Condition        Report By
 QZ0404  HISTORY     - 1948     MONUMENTED       CGS
 QZ0404
 QZ0404                          STATION DESCRIPTION
 QZ0404
 QZ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0404'5.4 MI N FROM SOUTH FORK GUARD STATION.
 QZ0404'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0404'STATION, THENCE 3.4 MILES NORTH ALONG THE SOUTH FORK TRAIL, ABOUT 0.2
 QZ0404'MILE NORTH OF BIG FLAT CREEK, AT THE NEWMAN RANCH, 51.0 FEET NORTHWEST
 QZ0404'OF THE NORTHWEST CORNER OF THE HOUSE, 63.0 FEET NORTHWEST OF THE
 QZ0404'CENTER LINE OF THE GATE TO THE YARD, 20.5 FEET WEST OF THE WEST
 QZ0404'BOUNDRY FENCE AROUND THE YARD, 15.0 FEET SOUTH OF A 10-INCH PINE TREE
 QZ0404'WITH A TRIANGULAR BLAZE, 10.0 FEET WEST OF THE CENTER LINE OF THE
 QZ0404'TRAIL, SET IN THE TOP OF A PROMINENT BOULDER PROJECTING 2.0 FEET ABOVE
 QZ0404'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0237 ***********************************************************************
 QA0237  DESIGNATION -  G 329
 QA0237  PID         -  QA0237
 QA0237  STATE/COUNTY-  ID/VALLEY
 QA0237  USGS QUAD   -  PISTOL LAKE (1990)
 QA0237
 QA0237                         *CURRENT SURVEY CONTROL
 QA0237  ___________________________________________________________________
 QA0237* NAD 83(1986)-  44 38 07.     (N)    115 25 49.     (W)     SCALED    
 QA0237* NAVD 88     -      2490.184  (meters)    8169.88   (feet)  ADJUSTED  
 QA0237  ___________________________________________________________________
 QA0237  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 QA0237  DYNAMIC HT  -        2488.589 (meters)    8164.65  (feet)  COMP
 QA0237  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 QA0237
 QA0237  VERT ORDER  -  SECOND    CLASS 0
 QA0237
 QA0237.The horizontal coordinates were scaled from a topographic map and have
 QA0237.an estimated accuracy of +/- 6 seconds.
 QA0237
 QA0237.The orthometric height was determined by differential leveling
 QA0237.and adjusted by the National Geodetic Survey in June 1991..
 QA0237
 QA0237.The geoid height was determined by GEOID03.
 QA0237
 QA0237.The dynamic height is computed by dividing the NAVD 88
 QA0237.geopotential number by the normal gravity value computed on the
 QA0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0237.degrees latitude (g = 980.6199 gals.).
 QA0237
 QA0237.The modeled gravity was interpolated from observed gravity values.
 QA0237
 QA0237;                    North         East    Units  Estimated Accuracy
 QA0237;SPC ID W     -   329,830.      825,370.      MT  (+/- 180 meters Scaled)
 QA0237
 QA0237                          SUPERSEDED SURVEY CONTROL
 QA0237
 QA0237  NGVD 29 (??/??/92) 2488.750  (m)         8165.17   (f) ADJ UNCH    2 0
 QA0237
 QA0237.Superseded values are not recommended for survey control.
 QA0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0237.See file dsdata.txt to determine how the superseded data were derived.
 QA0237
 QA0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK245436(NAD 83)
 QA0237_MARKER: DB = BENCH MARK DISK
 QA0237_SETTING: 66 = SET IN ROCK OUTCROP
 QA0237_SP_SET: ROCK OUTCROP
 QA0237_STAMPING: G 329 1948
 QA0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0237+STABILITY: POSITION/ELEVATION WELL
 QA0237
 QA0237  HISTORY     - Date     Condition        Report By
 QA0237  HISTORY     - 1948     MONUMENTED       CGS
 QA0237
 QA0237                          STATION DESCRIPTION
 QA0237
 QA0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0237'10.3 MI E FROM LANDMARK RANGER STATION.
 QA0237'10.3 MILES EAST ALONG THE LANDMARK-LUCKY LAD MINE ROAD FROM THE RANGER
 QA0237'STATION AT LANDMARK, AT A CURVE, AT A PROMINENT ROCKY SLOPE, 96.0 FEET
 QA0237'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 82.5 FEET SOUTHEAST OF A
 QA0237'6-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A GRANITE
 QA0237'ROCK OUTCROP PROJECTING 3.0 FEET ABOVE THE GROUND AND ABOUT 10 FEET
 QA0237'ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0300 ***********************************************************************
 PZ0300  DESIGNATION -  G 33
 PZ0300  PID         -  PZ0300
 PZ0300  STATE/COUNTY-  ID/LEMHI
 PZ0300  USGS QUAD   -  LEADORE (1987)
 PZ0300
 PZ0300                         *CURRENT SURVEY CONTROL
 PZ0300  ___________________________________________________________________
 PZ0300* NAD 83(1992)-  44 37 58.51199(N)    113 19 33.79271(W)     ADJUSTED  
 PZ0300* NAVD 88     -      1866.744  (meters)    6124.48   (feet)  ADJUSTED  
 PZ0300  ___________________________________________________________________
 PZ0300  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 PZ0300  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 PZ0300  DYNAMIC HT  -        1865.647 (meters)    6120.88  (feet)  COMP
 PZ0300  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 PZ0300
 PZ0300  HORZ ORDER  -  SECOND
 PZ0300  VERT ORDER  -  SECOND    CLASS 0
 PZ0300
 PZ0300.The horizontal coordinates were established by classical geodetic methods
 PZ0300.and adjusted by the National Geodetic Survey in July 1992..
 PZ0300
 PZ0300.The orthometric height was determined by differential leveling
 PZ0300.and adjusted by the National Geodetic Survey in June 1991..
 PZ0300
 PZ0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0300
 PZ0300.The geoid height was determined by GEOID03.
 PZ0300
 PZ0300.The dynamic height is computed by dividing the NAVD 88
 PZ0300.geopotential number by the normal gravity value computed on the
 PZ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0300.degrees latitude (g = 980.6199 gals.).
 PZ0300
 PZ0300.The modeled gravity was interpolated from observed gravity values.
 PZ0300
 PZ0300;                    North         East     Units Scale Factor Converg.
 PZ0300;SPC ID C     -   329,741.525   553,473.952   MT  0.99998252   +0 28 24.6
 PZ0300;UTM  12      - 4,944,805.623   315,503.876   MT  1.00001860   -1 38 04.8
 PZ0300
 PZ0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0300!SPC ID C     -   0.99970920  x   0.99998252  =   0.99969173
 PZ0300!UTM  12      -   0.99970920  x   1.00001860  =   0.99972779
 PZ0300
 PZ0300|---------------------------------------------------------------------|
 PZ0300| PID    Reference Object                     Distance      Geod. Az  |
 PZ0300|                                                           dddmmss.s |
 PZ0300| CN3940 G 33 RM 1                             7.203 METERS 08058     |
 PZ0300| CN3941 G 33 RM 2                             8.100 METERS 33551     |
 PZ0300| CN3939 G 33 AZ MK                                         3481721.6 |
 PZ0300|---------------------------------------------------------------------|
 PZ0300
 PZ0300                          SUPERSEDED SURVEY CONTROL
 PZ0300
 PZ0300  NAD 83(1986)-  44 37 58.50849(N)    113 19 33.79033(W) AD(       ) 2
 PZ0300  NAD 27      -  44 37 58.79200(N)    113 19 30.66600(W) AD(       ) 2
 PZ0300  NGVD 29 (??/??/92) 1865.330  (m)         6119.84   (f) ADJ UNCH    2 0
 PZ0300
 PZ0300.Superseded values are not recommended for survey control.
 PZ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0300.See file dsdata.txt to determine how the superseded data were derived.
 PZ0300
 PZ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ1550444806(NAD 83)
 PZ0300_MARKER: DB = BENCH MARK DISK
 PZ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0300_STAMPING: G 33 1934
 PZ0300_MARK LOGO: CGS   
 PZ0300_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0300+STABILITY: SURFACE MOTION
 PZ0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0300+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1995
 PZ0300
 PZ0300  HISTORY     - Date     Condition        Report By
 PZ0300  HISTORY     - 1934     MONUMENTED       CGS
 PZ0300  HISTORY     - 1950     GOOD             CGS
 PZ0300  HISTORY     - 1956     GOOD             USGS
 PZ0300  HISTORY     - 1964     GOOD             CGS
 PZ0300  HISTORY     - 19950619 GOOD             NGS
 PZ0300
 PZ0300                          STATION DESCRIPTION
 PZ0300
 PZ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PZ0300'3.8 MI SE FROM LEADORE.
 PZ0300'ABOUT 3.8 MILES SOUTHEAST ALONG THE GILMORE AND PITTSBURGH RAILROAD
 PZ0300'FROM THE STATION AT LEADORE, LEMHI COUNTY, ABOUT 325 FEET NORTHWEST OF
 PZ0300'THE BRIDGE OVER TEXAS CREEK, ABOUT 75 FEET NORTHWEST OF A POLE, ABOUT
 PZ0300'50 FEET SOUTHWEST OF THE CENTER LINE OF A HIGHWAY, ABOUT 55 FEET
 PZ0300'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND IN LINE WITH A ROW OF
 PZ0300'POLES.  A STANDARD DISK, STAMPED G 33 1934 AND SET IN THE TOP OF A
 PZ0300'CONCRETE POST.  NOTE-- RAILROAD TRACKS MENTIONED ABOVE ARE NO LONGER
 PZ0300'THERE.
 PZ0300
 PZ0300                          STATION RECOVERY (1950)
 PZ0300
 PZ0300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0300'THE STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF STATE
 PZ0300'HIGHWAY 28.  IT IS ABOUT 6 MILES AIRLINE SOUTH OF LEADORE,
 PZ0300'ABOUT 12 MILES AIRLINE NORTH-NORTHWEST OF GILMORE.  IT IS
 PZ0300'DIRECTLY UNDER A TELEPHONE LINE.
 PZ0300'
 PZ0300'THE STATION IS 75 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PZ0300'HIGHWAY, AND ABOUT 150 FEET NORTH OF TEXAS CREEK.  IT IS 8-1/2
 PZ0300'FEET NORTH OF A WHITE WITNESS POST.  IT IS A STANDARD BENCH
 PZ0300'MARK DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 PZ0300'PROJECTS 8 INCHES.  THE DISK IS STAMPED--G 33 1934.
 PZ0300'
 PZ0300'REFERENCE MARK NUMBER ONE IS ABOUT 1-1/4 FEET LOWER THAN THE
 PZ0300'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 PZ0300'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  THE DISK IS
 PZ0300'STAMPED--BM G 33 NO 1 1950.
 PZ0300'
 PZ0300'REFERENCE MARK NUMBER TWO IS ABOUT 1-1/4 FEET LOWER THAN THE
 PZ0300'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 PZ0300'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  THE DISK IS
 PZ0300'STAMPED--BM G 33 NO 2 1950.
 PZ0300'
 PZ0300'THE AZIMUTH MARK IS 35 FEET SOUTHWEST OF THE CENTER LINE OF
 PZ0300'THE HIGHWAY.  IT IS A STANDARD DISK SET IN THE TOP OF A
 PZ0300'10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  THE
 PZ0300'DISK IS STAMPED--BM G 33 1950.  TO REACH THE MARK FROM THE
 PZ0300'STATION GO NORTH ON THE HIGHWAY FOR 0.35 MILE TO THE MARK ON
 PZ0300'THE LEFT.
 PZ0300'
 PZ0300'TO REACH THE STATION FROM THE POST OFFICE IN LEADORE GO EAST
 PZ0300'FOR 0.1 MILE TO STATE HIGHWAY 28.  TURN RIGHT AND FOLLOW
 PZ0300'THE HIGHWAY FOR 3.75 MILES TO THE STATION ON THE RIGHT.
 PZ0300'
 PZ0300'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 PZ0300
 PZ0300                          STATION RECOVERY (1956)
 PZ0300
 PZ0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0300'STATION FOUND AS DESCRIBED, ALL MARKS RECOVERED IN GOOD CONDITION.
 PZ0300'
 PZ0300'STATION MARK--A STANDARD BENCH MARK DISK SET IN THE TOP OF A 6-IN.
 PZ0300'SQUARE CONCRETE POST THAT PROJECTS 8 IN.  THE DISK IS STAMPED
 PZ0300'---G 33 1934---.
 PZ0300
 PZ0300                          STATION RECOVERY (1964)
 PZ0300
 PZ0300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAS)
 PZ0300'THE STATION WAS RECOVERED AS DESCRIBED.  A METAL WITNESS POST
 PZ0300'WAS PLACED 2 FEET NORTH OF THE STATION MARK AND A METAL WITNESS
 PZ0300'POST WAS PLACED 1 FOOT EAST OF THE AZIMUTH MARK.
 PZ0300
 PZ0300                          STATION RECOVERY (1995)
 PZ0300
 PZ0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 PZ0300'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0612 ***********************************************************************
 QA0612  DESIGNATION -  G 330
 QA0612  PID         -  QA0612
 QA0612  STATE/COUNTY-  ID/VALLEY
 QA0612  USGS QUAD   -  TYNDALL MEADOWS (1988)
 QA0612
 QA0612                         *CURRENT SURVEY CONTROL
 QA0612  ___________________________________________________________________
 QA0612* NAD 83(1986)-  44 35 18.     (N)    115 32 06.     (W)     SCALED    
 QA0612* NAVD 88     -      2052.835  (meters)    6735.01   (feet)  ADJUSTED  
 QA0612  ___________________________________________________________________
 QA0612  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 QA0612  DYNAMIC HT  -        2051.650 (meters)    6731.12  (feet)  COMP
 QA0612  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 QA0612
 QA0612  VERT ORDER  -  SECOND    CLASS 0
 QA0612
 QA0612.The horizontal coordinates were scaled from a topographic map and have
 QA0612.an estimated accuracy of +/- 6 seconds.
 QA0612
 QA0612.The orthometric height was determined by differential leveling
 QA0612.and adjusted by the National Geodetic Survey in June 1991..
 QA0612
 QA0612.The geoid height was determined by GEOID03.
 QA0612
 QA0612.The dynamic height is computed by dividing the NAVD 88
 QA0612.geopotential number by the normal gravity value computed on the
 QA0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0612.degrees latitude (g = 980.6199 gals.).
 QA0612
 QA0612.The modeled gravity was interpolated from observed gravity values.
 QA0612
 QA0612;                    North         East    Units  Estimated Accuracy
 QA0612;SPC ID W     -   324,580.      817,070.      MT  (+/- 180 meters Scaled)
 QA0612
 QA0612                          SUPERSEDED SURVEY CONTROL
 QA0612
 QA0612  NGVD 29 (??/??/92) 2051.506  (m)         6730.65   (f) ADJ UNCH    2 0
 QA0612
 QA0612.Superseded values are not recommended for survey control.
 QA0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0612.See file dsdata.txt to determine how the superseded data were derived.
 QA0612
 QA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK162382(NAD 83)
 QA0612_MARKER: DB = BENCH MARK DISK
 QA0612_SETTING: 80 = SET IN A BOULDER
 QA0612_SP_SET: BOULDER
 QA0612_STAMPING: G 330 1948
 QA0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0612+STABILITY: SURFACE MOTION
 QA0612
 QA0612  HISTORY     - Date     Condition        Report By
 QA0612  HISTORY     - 1948     MONUMENTED       CGS
 QA0612
 QA0612                          STATION DESCRIPTION
 QA0612
 QA0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0612'6.0 MI S FROM LANDMARK RANGER STATION.
 QA0612'6.0 MILES SOUTH ALONG THE LANDMARK-STANLEY ROAD FROM THE RANGER
 QA0612'STATION AT LANDMARK, ABOUT 0.2 MILE NORTH OF A SIGN, BOULDER CREEK
 QA0612'TRAIL, 150.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 134.0 FEET
 QA0612'SOUTHEAST OF A 16-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE
 QA0612'TOP OF THE LARGEST BOULDER IN THE VICINITY PROJECTING 3.0 FEET ABOVE
 QA0612'THE GROUND AND ABOUT 8 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0300 ***********************************************************************
 QA0300  DESIGNATION -  G 331
 QA0300  PID         -  QA0300
 QA0300  STATE/COUNTY-  ID/VALLEY
 QA0300  USGS QUAD   -  BLUE BUNCH MTN (1972)
 QA0300
 QA0300                         *CURRENT SURVEY CONTROL
 QA0300  ___________________________________________________________________
 QA0300* NAD 83(1986)-  44 23 27.     (N)    115 17 25.     (W)     SCALED    
 QA0300* NAVD 88     -      2043.256  (meters)    6703.58   (feet)  ADJUSTED  
 QA0300  ___________________________________________________________________
 QA0300  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 QA0300  DYNAMIC HT  -        2042.019 (meters)    6699.52  (feet)  COMP
 QA0300  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 QA0300
 QA0300  VERT ORDER  -  SECOND    CLASS 0
 QA0300
 QA0300.The horizontal coordinates were scaled from a topographic map and have
 QA0300.an estimated accuracy of +/- 6 seconds.
 QA0300
 QA0300.The orthometric height was determined by differential leveling
 QA0300.and adjusted by the National Geodetic Survey in June 1991..
 QA0300
 QA0300.The geoid height was determined by GEOID03.
 QA0300
 QA0300.The dynamic height is computed by dividing the NAVD 88
 QA0300.geopotential number by the normal gravity value computed on the
 QA0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0300.degrees latitude (g = 980.6199 gals.).
 QA0300
 QA0300.The modeled gravity was interpolated from observed gravity values.
 QA0300
 QA0300;                    North         East    Units  Estimated Accuracy
 QA0300;SPC ID W     -   302,720.      836,630.      MT  (+/- 180 meters Scaled)
 QA0300
 QA0300                          SUPERSEDED SURVEY CONTROL
 QA0300
 QA0300  NGVD 29 (??/??/92) 2041.924  (m)         6699.21   (f) ADJ UNCH    2 0
 QA0300
 QA0300.Superseded values are not recommended for survey control.
 QA0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0300.See file dsdata.txt to determine how the superseded data were derived.
 QA0300
 QA0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK361167(NAD 83)
 QA0300_MARKER: DB = BENCH MARK DISK
 QA0300_SETTING: 80 = SET IN A BOULDER
 QA0300_SP_SET: BOULDER
 QA0300_STAMPING: G 331 1948
 QA0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0300+STABILITY: SURFACE MOTION
 QA0300
 QA0300  HISTORY     - Date     Condition        Report By
 QA0300  HISTORY     - 1948     MONUMENTED       CGS
 QA0300
 QA0300                          STATION DESCRIPTION
 QA0300
 QA0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0300'8.9 MI SE FROM ELK CREEK RANGER STATION.
 QA0300'8.9 MILES SOUTHEAST ALONG THE LANDMARK-STANLEY ROAD FROM THE ELK CREEK
 QA0300'RANGER STATION, ABOUT 0.4 MILE NORTH OF FIR CREEK TRAIL, ON THE INSIDE
 QA0300'OF A CURVE 54.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 9.5 FEET
 QA0300'NORTH OF AN 8-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP
 QA0300'OF A GRANITE BOULDER PROJECTING 3.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0310 ***********************************************************************
 QA0310  DESIGNATION -  G 332
 QA0310  PID         -  QA0310
 QA0310  STATE/COUNTY-  ID/CUSTER
 QA0310  USGS QUAD   -  CAPE HORN LAKES (1972)
 QA0310
 QA0310                         *CURRENT SURVEY CONTROL
 QA0310  ___________________________________________________________________
 QA0310* NAD 83(1986)-  44 23 20.     (N)    115 10 30.     (W)     SCALED    
 QA0310* NAVD 88     -      1993.810  (meters)    6541.36   (feet)  ADJUSTED  
 QA0310  ___________________________________________________________________
 QA0310  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 QA0310  DYNAMIC HT  -        1992.611 (meters)    6537.42  (feet)  COMP
 QA0310  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 QA0310
 QA0310  VERT ORDER  -  SECOND    CLASS 0
 QA0310
 QA0310.The horizontal coordinates were scaled from a topographic map and have
 QA0310.an estimated accuracy of +/- 6 seconds.
 QA0310
 QA0310.The orthometric height was determined by differential leveling
 QA0310.and adjusted by the National Geodetic Survey in June 1991..
 QA0310
 QA0310.The geoid height was determined by GEOID03.
 QA0310
 QA0310.The dynamic height is computed by dividing the NAVD 88
 QA0310.geopotential number by the normal gravity value computed on the
 QA0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0310.degrees latitude (g = 980.6199 gals.).
 QA0310
 QA0310.The modeled gravity was interpolated from observed gravity values.
 QA0310
 QA0310;                    North         East    Units  Estimated Accuracy
 QA0310;SPC ID C     -   303,080.      406,380.      MT  (+/- 180 meters Scaled)
 QA0310
 QA0310                          SUPERSEDED SURVEY CONTROL
 QA0310
 QA0310  NGVD 29 (??/??/92) 1992.497  (m)         6537.05   (f) ADJ UNCH    2 0
 QA0310
 QA0310.Superseded values are not recommended for survey control.
 QA0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0310.See file dsdata.txt to determine how the superseded data were derived.
 QA0310
 QA0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK453166(NAD 83)
 QA0310_MARKER: DB = BENCH MARK DISK
 QA0310_SETTING: 80 = SET IN A BOULDER
 QA0310_SP_SET: BOULDER
 QA0310_STAMPING: G 332 1948
 QA0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0310+STABILITY: SURFACE MOTION
 QA0310
 QA0310  HISTORY     - Date     Condition        Report By
 QA0310  HISTORY     - 1948     MONUMENTED       CGS
 QA0310  HISTORY     - 1972     GOOD             USGS
 QA0310  HISTORY     - 1974     GOOD             USGS
 QA0310
 QA0310                          STATION DESCRIPTION
 QA0310
 QA0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0310'3.9 MI NW FROM CAPE HORN G S.
 QA0310'ABOUT 0.4 MILE WEST ALONG THE CAPE HORN DRIVEWAY FROM THE CAPE HORN
 QA0310'GUARD STATION, THENCE 3.5 MILES NORTHWEST ALONG THE LANDMARK-STANLEY
 QA0310'ROAD, AT A POINT WHERE THE ROAD PARALLELS BEAR VALLEY CREEK, AT AN S
 QA0310'CURVE, ON A ROCKY SLOPE, 125.0 FEET SOUTH OF THE CENTER LINE OF THE
 QA0310'ROAD, 119.0 FEET SOUTH OF AN 8-INCH PINE TREE WITH A TRIANGULAR BLAZE,
 QA0310'3.5 FEET WEST OF A DOUBLE 10-INCH PINE TREE WITH A TRIANGULAR BLAZE,
 QA0310'SET IN THE TOP OF A LARGE GRANITE BOULDER ABOUT FLUSH WITH THE GROUND.
 QA0310
 QA0310                          STATION RECOVERY (1972)
 QA0310
 QA0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0310'RECOVERED IN GOOD CONDITION.
 QA0310
 QA0310                          STATION RECOVERY (1974)
 QA0310
 QA0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QA0310'0.4 MILES WEST ALONG THE CAPE HORN DRIVEWAY FROM THE CAPE HORN GUARD
 QA0310'STATION, THENCE 2.9 MILES ALONG THE OLD LANDMARK-STANLEY ROAD, (NAME
 QA0310'NO LONGER IN USE), TO A ROAD JUNCTION TO THE BRADLEY MEMORIAL BOY
 QA0310'SCOUT CAMP TURN LEFT FOR 0.35 MILES TO A ROAD JUNCTION, TURN LEFT
 QA0310'0.05 MILES TO THE JUNCTION WITH STATE HWY. 21, CROSS HWY 21 AND
 QA0310'CONTINUE 0.3 MILES ON OLD LANDMARK-STANLEY ROAD, AT A POINT WHERE
 QA0310'ROAD PARALLES CAPE HORN CREEK TO A SLIGHT S CURVE, AT THIS POINT THE
 QA0310'BENCH MARK IS 125 FEET EAST OF THE ROAD, 3.5 FEET WEST OF A DOUBLE 10
 QA0310'INCH PINE WITH TRIANGULAR BLAZE, SET IN TOP OF BOULDER FLUSH WITH THE
 QA0310'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0749 ***********************************************************************
 OZ0749  DESIGNATION -  G 333
 OZ0749  PID         -  OZ0749
 OZ0749  STATE/COUNTY-  ID/ELMORE
 OZ0749  USGS QUAD   -  TWIN SPRINGS (1976)
 OZ0749
 OZ0749                         *CURRENT SURVEY CONTROL
 OZ0749  ___________________________________________________________________
 OZ0749* NAD 83(1986)-  43 42 07.     (N)    115 38 37.     (W)     SCALED    
 OZ0749* NAVD 88     -      1064.233  (meters)    3491.57   (feet)  ADJUSTED  
 OZ0749  ___________________________________________________________________
 OZ0749  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 OZ0749  DYNAMIC HT  -        1063.678 (meters)    3489.75  (feet)  COMP
 OZ0749  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 OZ0749
 OZ0749  VERT ORDER  -  SECOND    CLASS 0
 OZ0749
 OZ0749.The horizontal coordinates were scaled from a topographic map and have
 OZ0749.an estimated accuracy of +/- 6 seconds.
 OZ0749
 OZ0749.The orthometric height was determined by differential leveling
 OZ0749.and adjusted by the National Geodetic Survey in June 1991..
 OZ0749
 OZ0749.The geoid height was determined by GEOID03.
 OZ0749
 OZ0749.The dynamic height is computed by dividing the NAVD 88
 OZ0749.geopotential number by the normal gravity value computed on the
 OZ0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0749.degrees latitude (g = 980.6199 gals.).
 OZ0749
 OZ0749.The modeled gravity was interpolated from observed gravity values.
 OZ0749
 OZ0749;                    North         East    Units  Estimated Accuracy
 OZ0749;SPC ID W     -   226,080.      808,580.      MT  (+/- 180 meters Scaled)
 OZ0749
 OZ0749                          SUPERSEDED SURVEY CONTROL
 OZ0749
 OZ0749  NGVD 29 (??/??/92) 1063.105  (m)         3487.87   (f) ADJ UNCH    2 0
 OZ0749
 OZ0749.Superseded values are not recommended for survey control.
 OZ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0749.See file dsdata.txt to determine how the superseded data were derived.
 OZ0749
 OZ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ092396(NAD 83)
 OZ0749_MARKER: DB = BENCH MARK DISK
 OZ0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0749_SP_SET: CULVERT
 OZ0749_STAMPING: G 333 1950
 OZ0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0749
 OZ0749  HISTORY     - Date     Condition        Report By
 OZ0749  HISTORY     - 1950     MONUMENTED       CGS
 OZ0749  HISTORY     - 1963     MARK NOT FOUND   USGS
 OZ0749
 OZ0749                          STATION DESCRIPTION
 OZ0749
 OZ0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0749'4.6 MI NE FROM TWIN SPRINGS.
 OZ0749'4.6 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0749'POST OFFICE AT TWIN SPRINGS, 1.05 MILE SOUTHEAST OF TROUTDALE GUARD
 OZ0749'STATION, IN THE TOP OF A BOULDER PROJECTING 3 FEET ABOVE THE GROUND,
 OZ0749'58.3 FEET SOUTHEAST OF THE CENTER OF THE EAST END OF A 24-INCH
 OZ0749'CORRUGATED METAL PIPE CULVERT, 55 FEET NORTHEAST OF A TELEPHONE POLE,
 OZ0749'49 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 10 FEET HIGHER
 OZ0749'THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 OZ0749
 OZ0749                          STATION RECOVERY (1963)
 OZ0749
 OZ0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OZ0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0347 ***********************************************************************
 OZ0347  DESIGNATION -  G 334
 OZ0347  PID         -  OZ0347
 OZ0347  STATE/COUNTY-  ID/ELMORE
 OZ0347  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0347
 OZ0347                         *CURRENT SURVEY CONTROL
 OZ0347  ___________________________________________________________________
 OZ0347* NAD 83(1986)-  43 49 43.     (N)    115 17 44.     (W)     SCALED    
 OZ0347* NAVD 88     -      1382.375  (meters)    4535.34   (feet)  ADJUSTED  
 OZ0347  ___________________________________________________________________
 OZ0347  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 OZ0347  DYNAMIC HT  -        1381.516 (meters)    4532.52  (feet)  COMP
 OZ0347  MODELED GRAV-     979,952.2   (mgal)                       NAVD 88
 OZ0347
 OZ0347  VERT ORDER  -  SECOND    CLASS 0
 OZ0347
 OZ0347.The horizontal coordinates were scaled from a topographic map and have
 OZ0347.an estimated accuracy of +/- 6 seconds.
 OZ0347
 OZ0347.The orthometric height was determined by differential leveling
 OZ0347.and adjusted by the National Geodetic Survey in June 1991..
 OZ0347
 OZ0347.The geoid height was determined by GEOID03.
 OZ0347
 OZ0347.The dynamic height is computed by dividing the NAVD 88
 OZ0347.geopotential number by the normal gravity value computed on the
 OZ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0347.degrees latitude (g = 980.6199 gals.).
 OZ0347
 OZ0347.The modeled gravity was interpolated from observed gravity values.
 OZ0347
 OZ0347;                    North         East    Units  Estimated Accuracy
 OZ0347;SPC ID W     -   240,250.      836,550.      MT  (+/- 180 meters Scaled)
 OZ0347
 OZ0347                          SUPERSEDED SURVEY CONTROL
 OZ0347
 OZ0347  NGVD 29 (??/??/92) 1381.085  (m)         4531.11   (f) ADJ UNCH    2 0
 OZ0347
 OZ0347.Superseded values are not recommended for survey control.
 OZ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0347.See file dsdata.txt to determine how the superseded data were derived.
 OZ0347
 OZ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ370542(NAD 83)
 OZ0347_MARKER: DB = BENCH MARK DISK
 OZ0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0347_SP_SET: CULVERT
 OZ0347_STAMPING: G 334 1950
 OZ0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0347
 OZ0347  HISTORY     - Date     Condition        Report By
 OZ0347  HISTORY     - 1950     MONUMENTED       CGS
 OZ0347  HISTORY     - 1951     GOOD             NGS
 OZ0347
 OZ0347                          STATION DESCRIPTION
 OZ0347
 OZ0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0347'11.6 MI W FROM ATLANTA.
 OZ0347'11.6 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0347'OFFICE AT ATLANTA, ABOUT MIDWAY BETWEEN TWO CURVES, IN THE TOP OF AN
 OZ0347'OUTCROP, 179 FEET WEST OF THE CENTER OF THE SOUTH END OF A 24-INCH
 OZ0347'CORRUGATED METAL PIPE CULVERT, 179 FEET EAST OF A 24-INCH PINE TREE,
 OZ0347'30 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 14 FEET LOWER THAN
 OZ0347'THE ROAD, AND ABOUT LEVEL WITH THE HIGH WATER MARK OF THE MIDDLE FORK
 OZ0347'BOISE RIVER.
 OZ0347
 OZ0347                          STATION RECOVERY (1951)
 OZ0347
 OZ0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0125 ***********************************************************************
 OZ0125  DESIGNATION -  G 335
 OZ0125  PID         -  OZ0125
 OZ0125  STATE/COUNTY-  ID/GOODING
 OZ0125  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0125
 OZ0125                         *CURRENT SURVEY CONTROL
 OZ0125  ___________________________________________________________________
 OZ0125* NAD 83(1992)-  43 01 38.04578(N)    114 41 35.79899(W)     ADJUSTED  
 OZ0125* NAVD 88     -      1157.322  (meters)    3796.98   (feet)  ADJUSTED  
 OZ0125  ___________________________________________________________________
 OZ0125  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 OZ0125  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 OZ0125  DYNAMIC HT  -        1156.743 (meters)    3795.08  (feet)  COMP
 OZ0125  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 OZ0125
 OZ0125  HORZ ORDER  -  THIRD
 OZ0125  VERT ORDER  -  SECOND    CLASS 0
 OZ0125
 OZ0125.The horizontal coordinates were established by classical geodetic methods
 OZ0125.and adjusted by the National Geodetic Survey in July 1992..
 OZ0125
 OZ0125.The orthometric height was determined by differential leveling
 OZ0125.and adjusted by the National Geodetic Survey in June 1991..
 OZ0125
 OZ0125.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0125
 OZ0125.The geoid height was determined by GEOID03.
 OZ0125
 OZ0125.The dynamic height is computed by dividing the NAVD 88
 OZ0125.geopotential number by the normal gravity value computed on the
 OZ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0125.degrees latitude (g = 980.6199 gals.).
 OZ0125
 OZ0125.The modeled gravity was interpolated from observed gravity values.
 OZ0125
 OZ0125;                    North         East     Units Scale Factor Converg.
 OZ0125;SPC ID C     -   151,357.270   443,497.333   MT  0.99998663   -0 28 23.0
 OZ0125;UTM  11      - 4,766,421.358   687,937.665   MT  1.00003453   +1 34 28.0
 OZ0125
 OZ0125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0125!SPC ID C     -   0.99982088  x   0.99998663  =   0.99980751
 OZ0125!UTM  11      -   0.99982088  x   1.00003453  =   0.99985540
 OZ0125
 OZ0125:                Primary Azimuth Mark                     Grid Az
 OZ0125:SPC ID C     -  BRAY                                     266 16 48.3
 OZ0125:UTM  11      -  BRAY                                     264 13 57.3
 OZ0125
 OZ0125|---------------------------------------------------------------------|
 OZ0125| PID    Reference Object                     Distance      Geod. Az  |
 OZ0125|                                                           dddmmss.s |
 OZ0125| OZ0853 BRAY                                APPROX.10.4 KM 2654825.3 |
 OZ0125|---------------------------------------------------------------------|
 OZ0125
 OZ0125                          SUPERSEDED SURVEY CONTROL
 OZ0125
 OZ0125  NAD 83(1986)-  43 01 38.04338(N)    114 41 35.79727(W) AD(       ) 3
 OZ0125  NGVD 29 (??/??/92) 1156.431  (m)         3794.06   (f) ADJ UNCH    2 0
 OZ0125
 OZ0125.Superseded values are not recommended for survey control.
 OZ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0125.See file dsdata.txt to determine how the superseded data were derived.
 OZ0125
 OZ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8793866421(NAD 83)
 OZ0125_MARKER: DB = BENCH MARK DISK
 OZ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0125_STAMPING: G 335 1935
 OZ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0125+STABILITY: SURFACE MOTION
 OZ0125
 OZ0125  HISTORY     - Date     Condition        Report By
 OZ0125  HISTORY     - 1935     MONUMENTED       CGS
 OZ0125  HISTORY     - 1950     GOOD             NGS
 OZ0125  HISTORY     - 1956     GOOD             USGS
 OZ0125
 OZ0125                          STATION DESCRIPTION
 OZ0125
 OZ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0125'7.0 MI N FROM GOODING.
 OZ0125'7.0 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0125'GOODING, 0.15 MILE NORTH OF A CATTLE GUARD, 238.8 FEET SOUTH OF THE
 OZ0125'CENTER OF THE EAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 51
 OZ0125'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET SOUTHWEST OF THE
 OZ0125'CENTER LINE OF THE TRACK ROAD, 37 FEET WEST OF THE APPROXIMATE CENTER
 OZ0125'OF THE TOP OF A SMALL SANDY MOUND, ABOUT LEVEL WITH THE HIGHWAY, AND
 OZ0125'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 OZ0125'GROUND.
 OZ0125
 OZ0125                          STATION RECOVERY (1956)
 OZ0125
 OZ0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OZ0125'7 MI. N. ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT GOODING, 0.15
 OZ0125'MI. N. OF A CATTLEGUARD, 238.8 FT. S. OF THE CENTER OF THE E. END OF A
 OZ0125'24 IN. CORRUGATED METAL PIPE CULVERT, 51 FT. E. OF THE CENTERLINE OF
 OZ0125'HIGHWAY, 43 FT. SW. OF THE CENTERLINE OF THE TRACK RD., 37 FT. W. OF
 OZ0125'THE APPROXIMATE CENTER OF THE TOP OF SMALL SANDY MOUND, ABOUT LEVEL
 OZ0125'WITH THE HIGHWAY AND SET IN THE TOP OF CONCRETE POST PROJECTING 0.7
 OZ0125'FT. ABOVE THE GROUND.
 OZ0125'
 OZ0125'STATION MARK--STANDARD USC AND GS BENCH MARK DISK STAMPED---G 335
 OZ0125'1935---, SET IN CONCRETE POST PROJECTING 0.7 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0221 ***********************************************************************
 OZ0221  DESIGNATION -  G 336
 OZ0221  PID         -  OZ0221
 OZ0221  STATE/COUNTY-  ID/CAMAS
 OZ0221  USGS QUAD   -  MACON (1986)
 OZ0221
 OZ0221                         *CURRENT SURVEY CONTROL
 OZ0221  ___________________________________________________________________
 OZ0221* NAD 83(1986)-  43 22 09.     (N)    114 36 45.     (W)     SCALED    
 OZ0221* NAVD 88     -      1554.826  (meters)    5101.12   (feet)  ADJUSTED  
 OZ0221  ___________________________________________________________________
 OZ0221  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 OZ0221  DYNAMIC HT  -        1553.920 (meters)    5098.15  (feet)  COMP
 OZ0221  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 OZ0221
 OZ0221  VERT ORDER  -  SECOND    CLASS 0
 OZ0221
 OZ0221.The horizontal coordinates were scaled from a topographic map and have
 OZ0221.an estimated accuracy of +/- 6 seconds.
 OZ0221
 OZ0221.The orthometric height was determined by differential leveling
 OZ0221.and adjusted by the National Geodetic Survey in June 1991..
 OZ0221
 OZ0221.The geoid height was determined by GEOID03.
 OZ0221
 OZ0221.The dynamic height is computed by dividing the NAVD 88
 OZ0221.geopotential number by the normal gravity value computed on the
 OZ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0221.degrees latitude (g = 980.6199 gals.).
 OZ0221
 OZ0221.The modeled gravity was interpolated from observed gravity values.
 OZ0221
 OZ0221;                    North         East    Units  Estimated Accuracy
 OZ0221;SPC ID C     -   189,290.      450,360.      MT  (+/- 180 meters Scaled)
 OZ0221
 OZ0221                          SUPERSEDED SURVEY CONTROL
 OZ0221
 OZ0221  NGVD 29 (??/??/92) 1553.728  (m)         5097.52   (f) ADJ UNCH    2 0
 OZ0221
 OZ0221.Superseded values are not recommended for survey control.
 OZ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0221.See file dsdata.txt to determine how the superseded data were derived.
 OZ0221
 OZ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ934045(NAD 83)
 OZ0221_MARKER: DB = BENCH MARK DISK
 OZ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0221_STAMPING: G 336 1950
 OZ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0221+STABILITY: SURFACE MOTION
 OZ0221
 OZ0221  HISTORY     - Date     Condition        Report By
 OZ0221  HISTORY     - 1950     MONUMENTED       CGS
 OZ0221  HISTORY     - 1981     GOOD             USGS
 OZ0221
 OZ0221                          STATION DESCRIPTION
 OZ0221
 OZ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0221'11.2 MI E FROM FAIRFIELD.
 OZ0221'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFILED,
 OZ0221'THENCE 10.9 MILES EAST ALONG STATE HIGHWAY 22, IN THE SOUTHWEST CORNER
 OZ0221'OF A FARM YARD, 83.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 OZ0221'FARMHOUSE, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8.7 FEET
 OZ0221'NORTH OF A FENCE CORNER POST, 2.9 FEET NORTH OF A WITNESS POST, 1.7
 OZ0221'FEET EAST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 OZ0221'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 OZ0221
 OZ0221                          STATION RECOVERY (1981)
 OZ0221
 OZ0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0221'FROM THE HIGH SCHOOL IN FAIRFIELD, SOUTH 0.3 MILES TO INTERSECTION OF
 OZ0221'US HWY 20 AND CENTER STREET, THENCE N TWO (2) MILES TO SOLDIER,
 OZ0221'THENCE EAST ALONG GOOD DIRT ROAD 9.1 MILES TO BM SITE FARMHOUSE
 OZ0221'REMAINDER OF DESCRIPTION IS RECOVERY AS DESCRIBED IN 1981.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0072 ***********************************************************************
 OZ0072  DESIGNATION -  G 337
 OZ0072  PID         -  OZ0072
 OZ0072  STATE/COUNTY-  ID/BLAINE
 OZ0072  USGS QUAD   -  HAILEY (1967)
 OZ0072
 OZ0072                         *CURRENT SURVEY CONTROL
 OZ0072  ___________________________________________________________________
 OZ0072* NAD 83(1986)-  43 30 42.     (N)    114 18 10.     (W)     SCALED    
 OZ0072* NAVD 88     -      1621.386  (meters)    5319.50   (feet)  ADJUSTED  
 OZ0072  ___________________________________________________________________
 OZ0072  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 OZ0072  DYNAMIC HT  -        1620.444 (meters)    5316.41  (feet)  COMP
 OZ0072  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 OZ0072
 OZ0072  VERT ORDER  -  SECOND    CLASS 0
 OZ0072
 OZ0072.This mark is at Friedman Mem Airport (SUN)
 OZ0072
 OZ0072.The horizontal coordinates were scaled from a topographic map and have
 OZ0072.an estimated accuracy of +/- 6 seconds.
 OZ0072
 OZ0072.The orthometric height was determined by differential leveling
 OZ0072.and adjusted by the National Geodetic Survey in June 1991..
 OZ0072
 OZ0072.The geoid height was determined by GEOID03.
 OZ0072
 OZ0072.The dynamic height is computed by dividing the NAVD 88
 OZ0072.geopotential number by the normal gravity value computed on the
 OZ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0072.degrees latitude (g = 980.6199 gals.).
 OZ0072
 OZ0072.The modeled gravity was interpolated from observed gravity values.
 OZ0072
 OZ0072;                    North         East    Units  Estimated Accuracy
 OZ0072;SPC ID C     -   204,990.      475,520.      MT  (+/- 180 meters Scaled)
 OZ0072
 OZ0072                          SUPERSEDED SURVEY CONTROL
 OZ0072
 OZ0072  NGVD 29 (??/??/92) 1620.256  (m)         5315.79   (f) ADJ UNCH    2 0
 OZ0072
 OZ0072.Superseded values are not recommended for survey control.
 OZ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0072.See file dsdata.txt to determine how the superseded data were derived.
 OZ0072
 OZ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ180211(NAD 83)
 OZ0072_MARKER: DB = BENCH MARK DISK
 OZ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0072_STAMPING: G 337 1950
 OZ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0072+STABILITY: SURFACE MOTION
 OZ0072
 OZ0072  HISTORY     - Date     Condition        Report By
 OZ0072  HISTORY     - 1950     MONUMENTED       CGS
 OZ0072  HISTORY     - 1967     MARK NOT FOUND   USGS
 OZ0072
 OZ0072                          STATION DESCRIPTION
 OZ0072
 OZ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0072'0.7 MI SE FROM HAILEY.
 OZ0072'0.7 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OZ0072'AT HAILEY, AT THE FRIEDMAN MEMORIAL AIRPORT, AT THE NORTHWEST END OF
 OZ0072'THE NORTHWEST-SOUTHEAST RUNWAY, ABOUT 150 YARDS WEST OF THE WEST
 OZ0072'CORNER OF THE HANGAR, 82.9 FEET NORTH OF THE NORTH CORNER OF A SMALL
 OZ0072'WOODEN HANGAR, 10 FEET SOUTHEAST OF THE TOP OF THE SOUTHEAST BANK OF
 OZ0072'AN IRRIGATION DITCH, 3.7 FEET SOUTHEAST OF A WITNESS POST, AND SET IN
 OZ0072'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OZ0072
 OZ0072                          STATION RECOVERY (1967)
 OZ0072
 OZ0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OZ0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0320 ***********************************************************************
 OZ0320  DESIGNATION -  G 338
 OZ0320  PID         -  OZ0320
 OZ0320  STATE/COUNTY-  ID/BLAINE
 OZ0320  USGS QUAD   -  SNOWYSIDE PEAK (1964)
 OZ0320
 OZ0320                         *CURRENT SURVEY CONTROL
 OZ0320  ___________________________________________________________________
 OZ0320* NAD 83(1986)-  43 53 58.     (N)    114 53 58.     (W)     SCALED    
 OZ0320* NAVD 88     -      2169.630  (meters)    7118.19   (feet)  ADJUSTED  
 OZ0320  ___________________________________________________________________
 OZ0320  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 OZ0320  DYNAMIC HT  -        2168.157 (meters)    7113.36  (feet)  COMP
 OZ0320  MODELED GRAV-     979,862.2   (mgal)                       NAVD 88
 OZ0320
 OZ0320  VERT ORDER  -  SECOND    CLASS 0
 OZ0320
 OZ0320.The horizontal coordinates were scaled from a topographic map and have
 OZ0320.an estimated accuracy of +/- 6 seconds.
 OZ0320
 OZ0320.The orthometric height was determined by differential leveling
 OZ0320.and adjusted by the National Geodetic Survey in June 1991..
 OZ0320
 OZ0320.The geoid height was determined by GEOID03.
 OZ0320
 OZ0320.The dynamic height is computed by dividing the NAVD 88
 OZ0320.geopotential number by the normal gravity value computed on the
 OZ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0320.degrees latitude (g = 980.6199 gals.).
 OZ0320
 OZ0320.The modeled gravity was interpolated from observed gravity values.
 OZ0320
 OZ0320;                    North         East    Units  Estimated Accuracy
 OZ0320;SPC ID C     -   248,420.      427,740.      MT  (+/- 180 meters Scaled)
 OZ0320
 OZ0320                          SUPERSEDED SURVEY CONTROL
 OZ0320
 OZ0320  NGVD 29 (??/??/92) 2168.215  (m)         7113.55   (f) ADJ UNCH    2 0
 OZ0320
 OZ0320.Superseded values are not recommended for survey control.
 OZ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0320.See file dsdata.txt to determine how the superseded data were derived.
 OZ0320
 OZ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ686628(NAD 83)
 OZ0320_MARKER: DB = BENCH MARK DISK
 OZ0320_SETTING: 80 = SET IN A BOULDER
 OZ0320_SP_SET: BOULDER
 OZ0320_STAMPING: G 338 1950
 OZ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0320+STABILITY: SURFACE MOTION
 OZ0320
 OZ0320  HISTORY     - Date     Condition        Report By
 OZ0320  HISTORY     - 1950     MONUMENTED       CGS
 OZ0320  HISTORY     - 1955     GOOD             NGS
 OZ0320
 OZ0320                          STATION DESCRIPTION
 OZ0320
 OZ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0320'3.4 MI SW FROM ALTURAS LAKE.
 OZ0320'3.4 MILES SOUTHWEST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0320'OUTLET AT ALTURAS LAKE, 72 YARDS EAST OF A 12-INCH CORRUGATED METAL
 OZ0320'PIPE CULVERT, 42 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 27
 OZ0320'FEET WEST OF A 10-INCH PINE TREE MARKED WITH A TRIANGULAR BLAZE, IN
 OZ0320'THE TOP OF A LARGE BOULDER ON THE SOUTH SLOPE OF A HILL, ABOUT 14 FEET
 OZ0320'HIGHER THAN THE ROAD, AND MARKED WITH A PAINTED B M.
 OZ0320
 OZ0320                          STATION RECOVERY (1955)
 OZ0320
 OZ0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OZ0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0437 ***********************************************************************
 OZ0437  DESIGNATION -  G 339
 OZ0437  PID         -  OZ0437
 OZ0437  STATE/COUNTY-  ID/ELMORE
 OZ0437  USGS QUAD   -  HIGH PRAIRIE (1963)
 OZ0437
 OZ0437                         *CURRENT SURVEY CONTROL
 OZ0437  ___________________________________________________________________
 OZ0437* NAD 83(1986)-  43 21 27.     (N)    115 13 25.     (W)     SCALED    
 OZ0437* NAVD 88     -      1668.818  (meters)    5475.11   (feet)  ADJUSTED  
 OZ0437  ___________________________________________________________________
 OZ0437  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 OZ0437  DYNAMIC HT  -        1667.857 (meters)    5471.96  (feet)  COMP
 OZ0437  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 OZ0437
 OZ0437  VERT ORDER  -  SECOND    CLASS 0
 OZ0437
 OZ0437.The horizontal coordinates were scaled from a topographic map and have
 OZ0437.an estimated accuracy of +/- 6 seconds.
 OZ0437
 OZ0437.The orthometric height was determined by differential leveling
 OZ0437.and adjusted by the National Geodetic Survey in June 1991..
 OZ0437
 OZ0437.The geoid height was determined by GEOID03.
 OZ0437
 OZ0437.The dynamic height is computed by dividing the NAVD 88
 OZ0437.geopotential number by the normal gravity value computed on the
 OZ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0437.degrees latitude (g = 980.6199 gals.).
 OZ0437
 OZ0437.The modeled gravity was interpolated from observed gravity values.
 OZ0437
 OZ0437;                    North         East    Units  Estimated Accuracy
 OZ0437;SPC ID W     -   187,950.      842,670.      MT  (+/- 180 meters Scaled)
 OZ0437
 OZ0437                          SUPERSEDED SURVEY CONTROL
 OZ0437
 OZ0437  NGVD 29 (??/??/92) 1667.730  (m)         5471.54   (f) ADJ UNCH    2 0
 OZ0437
 OZ0437.Superseded values are not recommended for survey control.
 OZ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0437.See file dsdata.txt to determine how the superseded data were derived.
 OZ0437
 OZ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ439020(NAD 83)
 OZ0437_MARKER: DB = BENCH MARK DISK
 OZ0437_SETTING: 80 = SET IN A BOULDER
 OZ0437_SP_SET: BOULDER
 OZ0437_STAMPING: G 339 1950
 OZ0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0437+STABILITY: SURFACE MOTION
 OZ0437
 OZ0437  HISTORY     - Date     Condition        Report By
 OZ0437  HISTORY     - 1950     MONUMENTED       CGS
 OZ0437
 OZ0437                          STATION DESCRIPTION
 OZ0437
 OZ0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0437'14.8 MI SE FROM PINE.
 OZ0437'14.8 MILE SOUTHEAST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 OZ0437'PINE, 0.55 MILE NORTHWEST OF THE SUMMIT OF A HILL, ABOUT 100 YARDS
 OZ0437'NORTHWEST OF A FENCE CORNER, 174 FEET EAST OF THE CENTER OF THE
 OZ0437'JUNCTION OF THE SOUTHEAST END OF A 0.2 MILE CUTOFF ROAD, IN THE TOP OF
 OZ0437'THE NORTHEAST END OF A LAVA BOULDER, 73 FEET NORTHEAST OF THE CENTER
 OZ0437'LINE OF THE ROAD, 26 FEET NORTHWEST OF THE TOP OF A LOW ROCKY MOUND,
 OZ0437'5.6 FEET NORTH OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 OZ0437'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0242 ***********************************************************************
 PZ0242  DESIGNATION -  G 34
 PZ0242  PID         -  PZ0242
 PZ0242  STATE/COUNTY-  ID/CLARK
 PZ0242  USGS QUAD   -  SNAKY CANYON (1969)
 PZ0242
 PZ0242                         *CURRENT SURVEY CONTROL
 PZ0242  ___________________________________________________________________
 PZ0242* NAD 83(1986)-  44 00 17.     (N)    112 42 57.     (W)     SCALED    
 PZ0242* NAVD 88     -      1552.691  (meters)    5094.12   (feet)  ADJUSTED  
 PZ0242  ___________________________________________________________________
 PZ0242  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 PZ0242  DYNAMIC HT  -        1551.922 (meters)    5091.60  (feet)  COMP
 PZ0242  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 PZ0242
 PZ0242  VERT ORDER  -  SECOND    CLASS 0
 PZ0242
 PZ0242.The horizontal coordinates were scaled from a topographic map and have
 PZ0242.an estimated accuracy of +/- 6 seconds.
 PZ0242
 PZ0242.The orthometric height was determined by differential leveling
 PZ0242.and adjusted by the National Geodetic Survey in June 1991..
 PZ0242
 PZ0242.The geoid height was determined by GEOID03.
 PZ0242
 PZ0242.The dynamic height is computed by dividing the NAVD 88
 PZ0242.geopotential number by the normal gravity value computed on the
 PZ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0242.degrees latitude (g = 980.6199 gals.).
 PZ0242
 PZ0242.The modeled gravity was interpolated from observed gravity values.
 PZ0242
 PZ0242;                    North         East    Units  Estimated Accuracy
 PZ0242;SPC ID E     -   259,870.      155,960.      MT  (+/- 180 meters Scaled)
 PZ0242
 PZ0242                          SUPERSEDED SURVEY CONTROL
 PZ0242
 PZ0242  NGVD 29 (??/??/92) 1551.593  (m)         5090.52   (f) ADJ UNCH    2 0
 PZ0242
 PZ0242.Superseded values are not recommended for survey control.
 PZ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0242.See file dsdata.txt to determine how the superseded data were derived.
 PZ0242
 PZ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP624738(NAD 83)
 PZ0242_MARKER: DB = BENCH MARK DISK
 PZ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0242_STAMPING: G 34 1934
 PZ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0242+STABILITY: SURFACE MOTION
 PZ0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0242+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 PZ0242
 PZ0242  HISTORY     - Date     Condition        Report By
 PZ0242  HISTORY     - 1934     MONUMENTED       CGS
 PZ0242  HISTORY     - 1948     GOOD             NGS
 PZ0242  HISTORY     - 19990601 GOOD             IDTD
 PZ0242
 PZ0242                          STATION DESCRIPTION
 PZ0242
 PZ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0242'19.6 MI NW FROM TERRETON.
 PZ0242'18.2 MILES NORTHWEST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE
 PZ0242'AT TERRETON, THENCE 1.4 MILES NORTHEAST ALONG STATE HIGHWAY NO. 22,
 PZ0242'ABOUT 0.2 MILE EAST ACROSS COUNTRY TO OLD STATE HIGHWAY NO. 22, 27.5
 PZ0242'FEET WEST OF THE CENTER LINE OF THE OLD STATE HIGHWAY NO. 22, 3.1 FEET
 PZ0242'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 PZ0242'0.6 FOOT ABOVE THE GROUND.
 PZ0242
 PZ0242                          STATION RECOVERY (1999)
 PZ0242
 PZ0242'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0242'ADD, THE MARK IS RIGHT OF SH-22 MILEPOST  38.82, 29 METERS SOUTH OF
 PZ0242'THE CENTERLINE. MARK IS 1 METER SOUTH OF WP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0345 ***********************************************************************
 NT0345  DESIGNATION -  G 340
 NT0345  PID         -  NT0345
 NT0345  STATE/COUNTY-  ID/FRANKLIN
 NT0345  USGS QUAD   -  WESTON (1969)
 NT0345
 NT0345                         *CURRENT SURVEY CONTROL
 NT0345  ___________________________________________________________________
 NT0345* NAD 83(1986)-  42 05 46.     (N)    111 54 23.     (W)     SCALED    
 NT0345* NAVD 88     -      1421.821  (meters)    4664.76   (feet)  ADJUSTED  
 NT0345  ___________________________________________________________________
 NT0345  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NT0345  DYNAMIC HT  -        1420.830 (meters)    4661.51  (feet)  COMP
 NT0345  MODELED GRAV-     979,875.6   (mgal)                       NAVD 88
 NT0345
 NT0345  VERT ORDER  -  SECOND    CLASS 0
 NT0345
 NT0345.The horizontal coordinates were scaled from a topographic map and have
 NT0345.an estimated accuracy of +/- 6 seconds.
 NT0345
 NT0345.The orthometric height was determined by differential leveling
 NT0345.and adjusted by the National Geodetic Survey in June 1991..
 NT0345
 NT0345.The geoid height was determined by GEOID03.
 NT0345
 NT0345.The dynamic height is computed by dividing the NAVD 88
 NT0345.geopotential number by the normal gravity value computed on the
 NT0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0345.degrees latitude (g = 980.6199 gals.).
 NT0345
 NT0345.The modeled gravity was interpolated from observed gravity values.
 NT0345
 NT0345;                    North         East    Units  Estimated Accuracy
 NT0345;SPC ID E     -    47,730.      221,530.      MT  (+/- 180 meters Scaled)
 NT0345
 NT0345                          SUPERSEDED SURVEY CONTROL
 NT0345
 NT0345  NGVD 29 (??/??/92) 1420.781  (m)         4661.35   (f) ADJ UNCH    2 0
 NT0345
 NT0345.Superseded values are not recommended for survey control.
 NT0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0345.See file dsdata.txt to determine how the superseded data were derived.
 NT0345
 NT0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM250608(NAD 83)
 NT0345_MARKER: DB = BENCH MARK DISK
 NT0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0345_STAMPING: G 340 1951
 NT0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0345+STABILITY: SURFACE MOTION
 NT0345
 NT0345  HISTORY     - Date     Condition        Report By
 NT0345  HISTORY     - 1951     MONUMENTED       CGS
 NT0345  HISTORY     - 1971     GOOD             USGS
 NT0345
 NT0345                          STATION DESCRIPTION
 NT0345
 NT0345'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0345'1.3 MI W FROM PRESTON.
 NT0345'ABOUT 1.3 MILES WEST ALONG US HIGHWAY 86 FROM THE COUNTY COURT HOUSE
 NT0345'AT PRESTON, AND ABOUT 0.8 MILES EAST OF THE BEAR RIVER BRIDGE, TO ROAD
 NT0345'JUNCTION SOUTH, AT THE BEGINNING OF A CURVE AND DOWNGRADE OF THE
 NT0345'HIGHWAY NEAR THE EASTERN EXTENT OF THE CITY DUMP.  ABOUT 400 FEET
 NT0345'ALONG HIGHWAY 86 WEST OF THE ROAD JUNCTION.  THENCE ABOUT 250 FEET
 NT0345'SOUTHWEST DOWN THE GRADE OFF THE HIGHWAY TO THE CURVE OF THE OLD
 NT0345'BLACKTOP ROAD.  61 FEET SOUTH OF THE CENTERLINE OF THE ROAD, ON A FLAT
 NT0345'CLEAR AREA.  ABOUT 2.0 FEET HIGHER THAN THE ROAD, SET IN THE TOP OF A
 NT0345'CONCRETE POST PROJECTING 0.3 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0403 ***********************************************************************
 OY0403  DESIGNATION -  G 3401
 OY0403  PID         -  OY0403
 OY0403  STATE/COUNTY-  ID/BINGHAM
 OY0403  USGS QUAD   -  MORELAND (1971)
 OY0403
 OY0403                         *CURRENT SURVEY CONTROL
 OY0403  ___________________________________________________________________
 OY0403* NAD 83(1986)-  43 13 24.     (N)    112 28 23.     (W)     SCALED    
 OY0403* NAVD 88     -      1360.617  (meters)    4463.96   (feet)  ADJUSTED  
 OY0403  ___________________________________________________________________
 OY0403  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 OY0403  DYNAMIC HT  -        1359.887 (meters)    4461.56  (feet)  COMP
 OY0403  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 OY0403
 OY0403  VERT ORDER  -  FIRST     CLASS II
 OY0403
 OY0403.The horizontal coordinates were scaled from a topographic map and have
 OY0403.an estimated accuracy of +/- 6 seconds.
 OY0403
 OY0403.The orthometric height was determined by differential leveling
 OY0403.and adjusted by the National Geodetic Survey in December 1992..
 OY0403
 OY0403.The geoid height was determined by GEOID03.
 OY0403
 OY0403.The dynamic height is computed by dividing the NAVD 88
 OY0403.geopotential number by the normal gravity value computed on the
 OY0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0403.degrees latitude (g = 980.6199 gals.).
 OY0403
 OY0403.The modeled gravity was interpolated from observed gravity values.
 OY0403
 OY0403;                    North         East    Units  Estimated Accuracy
 OY0403;SPC ID E     -   172,950.      175,110.      MT  (+/- 180 meters Scaled)
 OY0403
 OY0403                          SUPERSEDED SURVEY CONTROL
 OY0403
 OY0403  NAVD 88 (06/15/91) 1360.620  (m)         4463.97   (f) UNKNOWN     1 2
 OY0403  NGVD 29 (08/20/92) 1359.584  (m)         4460.57   (f) ADJUSTED    1 2
 OY0403
 OY0403.Superseded values are not recommended for survey control.
 OY0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0403.See file dsdata.txt to determine how the superseded data were derived.
 OY0403
 OY0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN803866(NAD 83)
 OY0403_MARKER: DD = SURVEY DISK
 OY0403_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY0403_SP_SET: PREFAB CONC. POST IN EARTH
 OY0403_STAMPING: G 3401
 OY0403_MARK LOGO: IDGS  
 OY0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0403+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0403
 OY0403  HISTORY     - Date     Condition        Report By
 OY0403  HISTORY     - UNK      MONUMENTED       CGS
 OY0403  HISTORY     - 1951     GOOD             NGS
 OY0403  HISTORY     - 1958     GOOD             NGS
 OY0403  HISTORY     - 19920619 GOOD             NGS
 OY0403
 OY0403                          STATION DESCRIPTION
 OY0403
 OY0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OY0403'7.4 MI NW FROM BLACKFOOT.
 OY0403'ABOUT 7.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0403'STATION AT BLACKFOOT, AT ABERDEEN JUNCTION IN A LARGE Y FORMED BY THE
 OY0403'RAILROAD JUNCTION, ABOUT 400 FEET WEST OF THE EAST END OF THE Y
 OY0403'JUNCTION, 80.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 68 FEET
 OY0403'NORTH OF THE NORTH RAIL OF ABERDEEN JUNCTION TRACK, 1.9 FEET EAST OF A
 OY0403'WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE MAIN TRACK, AND SET IN
 OY0403'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0403
 OY0403                          STATION RECOVERY (1958)
 OY0403
 OY0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 OY0403'RECOVERED IN GOOD CONDITION.
 OY0403
 OY0403                          STATION RECOVERY (1992)
 OY0403
 OY0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0403'9.4 KM (5.85 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0403'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, 24.6 M (80.7 FT)
 OY0403'SOUTHWEST OF THE NEAR RAIL, 20.9 M (68.6 FT) NORTH OF THE NEAR RAIL
 OY0403'OF THE TRACK LEADING TO ROCKFORD, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OY0403'THE TRACK, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 OY0403'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0378 ***********************************************************************
 NT0378  DESIGNATION -  G 3401
 NT0378  PID         -  NT0378
 NT0378  STATE/COUNTY-  ID/FRANKLIN
 NT0378  USGS QUAD   -  BANIDA (1969)
 NT0378
 NT0378                         *CURRENT SURVEY CONTROL
 NT0378  ___________________________________________________________________
 NT0378* NAD 83(1986)-  42 10 31.     (N)    111 58 55.     (W)     SCALED    
 NT0378* NAVD 88     -      1447.734  (meters)    4749.77   (feet)  POSTED    
 NT0378  ___________________________________________________________________
 NT0378  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 NT0378  DYNAMIC HT  -        1446.760 (meters)    4746.58  (feet)  COMP
 NT0378  MODELED GRAV-     979,897.2   (mgal)                       NAVD 88
 NT0378
 NT0378  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NT0378
 NT0378.The horizontal coordinates were scaled from a topographic map and have
 NT0378.an estimated accuracy of +/- 6 seconds.
 NT0378
 NT0378.The orthometric height was determined by differential leveling
 NT0378.and adjusted by the National Geodetic Survey in 1992..
 NT0378.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NT0378.rate of 1.1 thru 2.0 mm/km.
 NT0378
 NT0378.The geoid height was determined by GEOID03.
 NT0378
 NT0378.The dynamic height is computed by dividing the NAVD 88
 NT0378.geopotential number by the normal gravity value computed on the
 NT0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0378.degrees latitude (g = 980.6199 gals.).
 NT0378
 NT0378.The modeled gravity was interpolated from observed gravity values.
 NT0378
 NT0378;                    North         East    Units  Estimated Accuracy
 NT0378;SPC ID E     -    56,510.      215,260.      MT  (+/- 180 meters Scaled)
 NT0378
 NT0378                          SUPERSEDED SURVEY CONTROL
 NT0378
 NT0378.No superseded survey control is available for this station.
 NT0378
 NT0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM189697(NAD 83)
 NT0378_MARKER: DD = SURVEY DISK
 NT0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0378_STAMPING: G 3401
 NT0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0378+STABILITY: SURFACE MOTION
 NT0378
 NT0378  HISTORY     - Date     Condition        Report By
 NT0378  HISTORY     - UNK      MONUMENTED       IDGS
 NT0378  HISTORY     - 1967     GOOD             NGS
 NT0378
 NT0378                          STATION DESCRIPTION
 NT0378
 NT0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0378'4.1 MI N FROM DAYTON.
 NT0378'4.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 NT0378'AND MILE POLE 71 AT DAYTON, 0.35 MILE SOUTH OF CLIFTON SIDING SIGN, 4
 NT0378'1/2 POLES SOUTH AND ACROSS THE TRACK FROM MILEPOLE 75, 49.6 FEET EAST
 NT0378'OF THE EAST RAIL, 77 FEET NORTH OF THE T JUNCTION OF FENCES, 45 FEET
 NT0378'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 2.3 FEET EAST OF THE EAST
 NT0378'RIGHT-OF-WAY FENCE, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET
 NT0378'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NT0378'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0364 ***********************************************************************
 OY0364  DESIGNATION -  G 3402
 OY0364  PID         -  OY0364
 OY0364  STATE/COUNTY-  ID/BINGHAM
 OY0364  USGS QUAD   -  MORELAND (1971)
 OY0364
 OY0364                         *CURRENT SURVEY CONTROL
 OY0364  ___________________________________________________________________
 OY0364* NAD 83(1986)-  43 13 12.     (N)    112 29 13.     (W)     SCALED    
 OY0364* NAVD 88     -      1360.886  (meters)    4464.84   (feet)  ADJUSTED  
 OY0364  ___________________________________________________________________
 OY0364  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 OY0364  DYNAMIC HT  -        1360.159 (meters)    4462.45  (feet)  COMP
 OY0364  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 OY0364
 OY0364  VERT ORDER  -  FIRST     CLASS II
 OY0364
 OY0364.The horizontal coordinates were scaled from a topographic map and have
 OY0364.an estimated accuracy of +/- 6 seconds.
 OY0364
 OY0364.The orthometric height was determined by differential leveling
 OY0364.and adjusted by the National Geodetic Survey in June 1991..
 OY0364
 OY0364.The geoid height was determined by GEOID03.
 OY0364
 OY0364.The dynamic height is computed by dividing the NAVD 88
 OY0364.geopotential number by the normal gravity value computed on the
 OY0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0364.degrees latitude (g = 980.6199 gals.).
 OY0364
 OY0364.The modeled gravity was interpolated from observed gravity values.
 OY0364
 OY0364;                    North         East    Units  Estimated Accuracy
 OY0364;SPC ID E     -   172,590.      173,980.      MT  (+/- 180 meters Scaled)
 OY0364
 OY0364                          SUPERSEDED SURVEY CONTROL
 OY0364
 OY0364  NGVD 29 (08/20/92) 1359.855  (m)         4461.46   (f) ADJUSTED    1 2
 OY0364
 OY0364.Superseded values are not recommended for survey control.
 OY0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0364.See file dsdata.txt to determine how the superseded data were derived.
 OY0364
 OY0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN792863(NAD 83)
 OY0364_MARKER: DD = SURVEY DISK
 OY0364_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY0364_SP_SET: PREFAB CONC. POST IN EARTH
 OY0364_STAMPING: G 3402
 OY0364_MARK LOGO: IDGS  
 OY0364_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0364+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0364
 OY0364  HISTORY     - Date     Condition        Report By
 OY0364  HISTORY     - UNK      MONUMENTED       IDGS
 OY0364  HISTORY     - 1958     GOOD             NGS
 OY0364  HISTORY     - 19920619 GOOD             NGS
 OY0364
 OY0364                          STATION DESCRIPTION
 OY0364
 OY0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0364'3.4 MI NE FROM ROCKFORD.
 OY0364'3.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM PETERSONS
 OY0364'IGA FOOD LAND STORE AT ROCKFORD, 0.85 MILE SOUTHWEST OF BENCH MARK G
 OY0364'4301 (IGS) AT ABERDEEN JUNCTION, 3 POLES NORTHEAST OF MILEPOLE 1, 200
 OY0364'YARDS SOUTHWEST OF CONCRETE SIPHON 0.78, 34.2 FEET NORTHWEST OF THE
 OY0364'NORTHWEST RAIL, 41 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 OY0364'SOUTHEAST LEVEE ROAD OF ABERDEEN CANAL, 9 1/2 FEET SOUTH OF THE THIRD
 OY0364'POLE NORTHEAST OF MILEPOLE 1, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 OY0364'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 OY0364'GROUND.
 OY0364
 OY0364                          STATION RECOVERY (1992)
 OY0364
 OY0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0364'9.2 KM (5.70 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0364'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, THENCE 1.4 KM
 OY0364'(0.85 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD, 12.0 M
 OY0364'(39.4 FT) SOUTHEAST OF THE CENTER OF THE ABERDEEN CANAL LEVEE ROAD,
 OY0364'10.4 M (34.1 FT) NORTHWEST OF AND LEVEL WITH THE NEAR RAIL, 0.3 M
 OY0364'(1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 OY0364'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0379 ***********************************************************************
 NT0379  DESIGNATION -  G 3403
 NT0379  PID         -  NT0379
 NT0379  STATE/COUNTY-  ID/FRANKLIN
 NT0379  USGS QUAD   -  BANIDA (1969)
 NT0379
 NT0379                         *CURRENT SURVEY CONTROL
 NT0379  ___________________________________________________________________
 NT0379* NAD 83(1986)-  42 10 11.     (N)    111 59 15.     (W)     SCALED    
 NT0379* NAVD 88     -      1448.814  (meters)    4753.32   (feet)  POSTED    
 NT0379  ___________________________________________________________________
 NT0379  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NT0379  DYNAMIC HT  -        1447.830 (meters)    4750.09  (feet)  COMP
 NT0379  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 NT0379
 NT0379  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NT0379
 NT0379.The horizontal coordinates were scaled from a topographic map and have
 NT0379.an estimated accuracy of +/- 6 seconds.
 NT0379
 NT0379.The orthometric height was determined by differential leveling
 NT0379.and adjusted by the National Geodetic Survey in 1992..
 NT0379.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NT0379.rate of 1.1 thru 2.0 mm/km.
 NT0379
 NT0379.The geoid height was determined by GEOID03.
 NT0379
 NT0379.The dynamic height is computed by dividing the NAVD 88
 NT0379.geopotential number by the normal gravity value computed on the
 NT0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0379.degrees latitude (g = 980.6199 gals.).
 NT0379
 NT0379.The modeled gravity was interpolated from observed gravity values.
 NT0379
 NT0379;                    North         East    Units  Estimated Accuracy
 NT0379;SPC ID E     -    55,890.      214,800.      MT  (+/- 180 meters Scaled)
 NT0379
 NT0379                          SUPERSEDED SURVEY CONTROL
 NT0379
 NT0379.No superseded survey control is available for this station.
 NT0379
 NT0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM184690(NAD 83)
 NT0379_MARKER: DD = SURVEY DISK
 NT0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0379_STAMPING: G 3403
 NT0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0379+STABILITY: SURFACE MOTION
 NT0379
 NT0379  HISTORY     - Date     Condition        Report By
 NT0379  HISTORY     - UNK      MONUMENTED       IDGS
 NT0379  HISTORY     - 1967     MARK NOT FOUND   NGS
 NT0379
 NT0379                          STATION DESCRIPTION
 NT0379
 NT0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0379'1 MI SW FROM CLIFTON.
 NT0379'0.7 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NT0379'CLIFTON, FRANKLIN COUNTY, THENCE 0.3 MILE WEST ALONG A GRAVEL ROAD. 98
 NT0379'FEET EAST OF THE SOUTHEAST CORNER OF THE CLIFTON PEA VINERY PROPERTY,
 NT0379'24 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 9 FEET EAST OF THE
 NT0379'INTERSECTION OF THE EAST PROPERTY LINE OF THE PEA VINERY AND THE NORTH
 NT0379'RIGHT-OF-WAY FENCE, AND 2 FEET SOUTH OF THE NORTH PROPERTY-LINE FENCE.
 NT0379'A STATE SURVEY STANDARD DISK, STAMPED G 3403 AND SET IN THE TOP OF A
 NT0379'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0429 ***********************************************************************
 OY0429  DESIGNATION -  G 3404
 OY0429  PID         -  OY0429
 OY0429  STATE/COUNTY-  ID/BINGHAM
 OY0429  USGS QUAD   -  ROCKFORD (1979)
 OY0429
 OY0429                         *CURRENT SURVEY CONTROL
 OY0429  ___________________________________________________________________
 OY0429* NAD 83(1986)-  43 11 56.     (N)    112 31 41.     (W)     SCALED    
 OY0429* NAVD 88     -      1362.491  (meters)    4470.11   (feet)  ADJUSTED  
 OY0429  ___________________________________________________________________
 OY0429  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 OY0429  DYNAMIC HT  -        1361.769 (meters)    4467.74  (feet)  COMP
 OY0429  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 OY0429
 OY0429  VERT ORDER  -  SECOND    CLASS 0
 OY0429
 OY0429.The horizontal coordinates were scaled from a topographic map and have
 OY0429.an estimated accuracy of +/- 6 seconds.
 OY0429
 OY0429.The orthometric height was determined by differential leveling
 OY0429.and adjusted by the National Geodetic Survey in June 1991..
 OY0429
 OY0429.The geoid height was determined by GEOID03.
 OY0429
 OY0429.The dynamic height is computed by dividing the NAVD 88
 OY0429.geopotential number by the normal gravity value computed on the
 OY0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0429.degrees latitude (g = 980.6199 gals.).
 OY0429
 OY0429.The modeled gravity was interpolated from observed gravity values.
 OY0429
 OY0429;                    North         East    Units  Estimated Accuracy
 OY0429;SPC ID E     -   170,260.      170,630.      MT  (+/- 180 meters Scaled)
 OY0429
 OY0429                          SUPERSEDED SURVEY CONTROL
 OY0429
 OY0429  NGVD 29 (??/??/92) 1361.468  (m)         4466.75   (f) ADJ UNCH    2 0
 OY0429
 OY0429.Superseded values are not recommended for survey control.
 OY0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0429.See file dsdata.txt to determine how the superseded data were derived.
 OY0429
 OY0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN758840(NAD 83)
 OY0429_MARKER: DD = SURVEY DISK
 OY0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0429_STAMPING: G 3404
 OY0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0429+STABILITY: SURFACE MOTION
 OY0429
 OY0429  HISTORY     - Date     Condition        Report By
 OY0429  HISTORY     - UNK      MONUMENTED       IDGS
 OY0429  HISTORY     - 1958     GOOD             NGS
 OY0429
 OY0429                          STATION DESCRIPTION
 OY0429
 OY0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0429'0.75 MI NE FROM ROCKFORD.
 OY0429'0.75 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM PETERSON IGA
 OY0429'FOOD LAND STORE AT ROCKFORD, ON THE OUTSIDE OF A SLIGHT CURVE, AT A
 OY0429'ROCKY CUT, 224 YARDS NORTHEAST OF THE CROSSING OF HOFF ROAD, 359 FEET
 OY0429'NORTHEAST OF THE CENTER OF WOODEN CULVERT 3.55, 29.5 FEET NORTHWEST OF
 OY0429'THE NORTHWEST RAIL, 2.3 FEET SOUTHWEST OF A WITNESS POST, 2 1/2 FEET
 OY0429'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OY0429'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0427 ***********************************************************************
 OY0427  DESIGNATION -  G 3405
 OY0427  PID         -  OY0427
 OY0427  STATE/COUNTY-  ID/BINGHAM
 OY0427  USGS QUAD   -  ROCKFORD (1979)
 OY0427
 OY0427                         *CURRENT SURVEY CONTROL
 OY0427  ___________________________________________________________________
 OY0427* NAD 83(1986)-  43 10 35.     (N)    112 32 47.     (W)     SCALED    
 OY0427* NAVD 88     -      1365.923  (meters)    4481.37   (feet)  ADJUSTED  
 OY0427  ___________________________________________________________________
 OY0427  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 OY0427  DYNAMIC HT  -        1365.199 (meters)    4478.99  (feet)  COMP
 OY0427  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 OY0427
 OY0427  VERT ORDER  -  SECOND    CLASS 0
 OY0427
 OY0427.The horizontal coordinates were scaled from a topographic map and have
 OY0427.an estimated accuracy of +/- 6 seconds.
 OY0427
 OY0427.The orthometric height was determined by differential leveling
 OY0427.and adjusted by the National Geodetic Survey in June 1991..
 OY0427
 OY0427.The geoid height was determined by GEOID03.
 OY0427
 OY0427.The dynamic height is computed by dividing the NAVD 88
 OY0427.geopotential number by the normal gravity value computed on the
 OY0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0427.degrees latitude (g = 980.6199 gals.).
 OY0427
 OY0427.The modeled gravity was interpolated from observed gravity values.
 OY0427
 OY0427;                    North         East    Units  Estimated Accuracy
 OY0427;SPC ID E     -   167,760.      169,130.      MT  (+/- 180 meters Scaled)
 OY0427
 OY0427                          SUPERSEDED SURVEY CONTROL
 OY0427
 OY0427  NGVD 29 (??/??/92) 1364.904  (m)         4478.02   (f) ADJ UNCH    2 0
 OY0427
 OY0427.Superseded values are not recommended for survey control.
 OY0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0427.See file dsdata.txt to determine how the superseded data were derived.
 OY0427
 OY0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN743815(NAD 83)
 OY0427_MARKER: DD = SURVEY DISK
 OY0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0427_STAMPING: G 3405
 OY0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0427+STABILITY: SURFACE MOTION
 OY0427
 OY0427  HISTORY     - Date     Condition        Report By
 OY0427  HISTORY     - UNK      MONUMENTED       IDGS
 OY0427  HISTORY     - 1958     GOOD             NGS
 OY0427
 OY0427                          STATION DESCRIPTION
 OY0427
 OY0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0427'1.0 MI SW FROM ROCKFORD.
 OY0427'1.0 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM PETERSONS IGA
 OY0427'FOOD LAND STORE AT ROCKFORD, 90 YARDS SOUTHWEST OF THE NORTHEAST END
 OY0427'OF A 12-FOOT DEEP CUT THRU A RIDGE, 30.1 FEET SOUTHEAST OF THE
 OY0427'SOUTHEAST RAIL, 180 FEET NORTHEAST OF THE CENTER OF THE SOUTHEAST
 OY0427'CONCRETE HEAD WALL OF LARGE SIPHON 5.30 UNDER THE TRACK, 9 FEET
 OY0427'SOUTHEAST OF THE SOUTHEAST EDGE OF THE CUT, 1.6 FEET NORTHWEST OF A
 OY0427'WITNESS POST, 12 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A
 OY0427'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0380 ***********************************************************************
 NT0380  DESIGNATION -  G 3405
 NT0380  PID         -  NT0380
 NT0380  STATE/COUNTY-  ID/FRANKLIN
 NT0380  USGS QUAD   -  BANIDA (1969)
 NT0380
 NT0380                         *CURRENT SURVEY CONTROL
 NT0380  ___________________________________________________________________
 NT0380* NAD 83(1986)-  42 08 34.     (N)    111 59 36.     (W)     SCALED    
 NT0380* NAVD 88     -      1475.620  (meters)    4841.26   (feet)  POSTED    
 NT0380  ___________________________________________________________________
 NT0380  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 NT0380  DYNAMIC HT  -        1474.620 (meters)    4837.98  (feet)  COMP
 NT0380  MODELED GRAV-     979,894.1   (mgal)                       NAVD 88
 NT0380
 NT0380  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NT0380
 NT0380.The horizontal coordinates were scaled from a topographic map and have
 NT0380.an estimated accuracy of +/- 6 seconds.
 NT0380
 NT0380.The orthometric height was determined by differential leveling
 NT0380.and adjusted by the National Geodetic Survey in 1992..
 NT0380.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NT0380.rate of 1.1 thru 2.0 mm/km.
 NT0380
 NT0380.The geoid height was determined by GEOID03.
 NT0380
 NT0380.The dynamic height is computed by dividing the NAVD 88
 NT0380.geopotential number by the normal gravity value computed on the
 NT0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0380.degrees latitude (g = 980.6199 gals.).
 NT0380
 NT0380.The modeled gravity was interpolated from observed gravity values.
 NT0380
 NT0380;                    North         East    Units  Estimated Accuracy
 NT0380;SPC ID E     -    52,890.      214,330.      MT  (+/- 180 meters Scaled)
 NT0380
 NT0380                          SUPERSEDED SURVEY CONTROL
 NT0380
 NT0380.No superseded survey control is available for this station.
 NT0380
 NT0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM179661(NAD 83)
 NT0380_MARKER: DD = SURVEY DISK
 NT0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0380_STAMPING: G 3405
 NT0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0380+STABILITY: SURFACE MOTION
 NT0380
 NT0380  HISTORY     - Date     Condition        Report By
 NT0380  HISTORY     - UNK      MONUMENTED       IDGS
 NT0380  HISTORY     - 1967     MARK NOT FOUND   NGS
 NT0380
 NT0380                          STATION DESCRIPTION
 NT0380
 NT0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0380'2 MI N FROM DAYTON.
 NT0380'ABOUT 2 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 NT0380'DAYTON, FRANKLIN COUNTY, 0.1 MILE NORTH OF THE SOUTH CROSSING OF THE
 NT0380'TWIN LAKES CANAL, 203 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 NT0380'RICHMAN HOUSE, AT THE INTERSECTION OF A GRAVEL ROAD, 36.5 FEET NORTH
 NT0380'OF THE CENTERLINE OF THE GRAVEL ROAD, 30 FEET WEST OF THE CENTERLINE
 NT0380'OF THE HIGHWAY, 12 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 NT0380'PROPERTY-LINE FENCE, AND 1 FOOT EAST OF THE FENCE.  A STATE SURVEY
 NT0380'STANDARD DISK, STAMPED G 3405 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0381 ***********************************************************************
 NT0381  DESIGNATION -  G 3407
 NT0381  PID         -  NT0381
 NT0381  STATE/COUNTY-  ID/FRANKLIN
 NT0381  USGS QUAD   -  WESTON (1969)
 NT0381
 NT0381                         *CURRENT SURVEY CONTROL
 NT0381  ___________________________________________________________________
 NT0381* NAD 83(1986)-  42 06 47.     (N)    111 59 36.     (W)     SCALED    
 NT0381* NAVD 88     -      1469.586  (meters)    4821.47   (feet)  ADJUSTED  
 NT0381  ___________________________________________________________________
 NT0381  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 NT0381  DYNAMIC HT  -        1468.590 (meters)    4818.20  (feet)  COMP
 NT0381  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 NT0381
 NT0381  VERT ORDER  -  FIRST     CLASS I
 NT0381
 NT0381.The horizontal coordinates were scaled from a topographic map and have
 NT0381.an estimated accuracy of +/- 6 seconds.
 NT0381
 NT0381.The orthometric height was determined by differential leveling
 NT0381.and adjusted by the National Geodetic Survey in June 1991..
 NT0381
 NT0381.The geoid height was determined by GEOID03.
 NT0381
 NT0381.The dynamic height is computed by dividing the NAVD 88
 NT0381.geopotential number by the normal gravity value computed on the
 NT0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0381.degrees latitude (g = 980.6199 gals.).
 NT0381
 NT0381.The modeled gravity was interpolated from observed gravity values.
 NT0381
 NT0381;                    North         East    Units  Estimated Accuracy
 NT0381;SPC ID E     -    49,590.      214,340.      MT  (+/- 180 meters Scaled)
 NT0381
 NT0381                          SUPERSEDED SURVEY CONTROL
 NT0381
 NT0381  NGVD 29 (??/??/92) 1468.53   (m)         4818.0    (f) COMPUTED    1 1
 NT0381
 NT0381.Superseded values are not recommended for survey control.
 NT0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0381.See file dsdata.txt to determine how the superseded data were derived.
 NT0381
 NT0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM178628(NAD 83)
 NT0381_MARKER: DD = SURVEY DISK
 NT0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0381_STAMPING: G 3407
 NT0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0381+STABILITY: SURFACE MOTION
 NT0381
 NT0381  HISTORY     - Date     Condition        Report By
 NT0381  HISTORY     - UNK      MONUMENTED       IDGS
 NT0381  HISTORY     - 1967     GOOD             NGS
 NT0381
 NT0381                          STATION DESCRIPTION
 NT0381
 NT0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0381'IN DAYTON.
 NT0381'AT DAYTON, 0.25 MILE NORTH ALONG A COUNTY ROAD FROM THE WEST SIDE HIGH
 NT0381'SCHOOL, 39 FEET EAST OF THE CENTER LINE OF THE ROAD, 139.6 FEET NORTH
 NT0381'OF THE NORTHWEST CORNER OF THE POST OFFICE BUILDING, 102 FEET NORTH OF
 NT0381'A TELEPHONE POLE, 98 1/2 FEET SOUTH OF A TELEPHONE POLE, 5.8 FEET WEST
 NT0381'OF A FENCE, 1.2 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 NT0381'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 NT0381'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0292 ***********************************************************************
 NT0292  DESIGNATION -  G 341
 NT0292  PID         -  NT0292
 NT0292  STATE/COUNTY-  ID/FRANKLIN
 NT0292  USGS QUAD   -  RIVERDALE (1980)
 NT0292
 NT0292                         *CURRENT SURVEY CONTROL
 NT0292  ___________________________________________________________________
 NT0292* NAD 83(1986)-  42 10 51.     (N)    111 48 12.     (W)     SCALED    
 NT0292* NAVD 88     -      1403.079  (meters)    4603.27   (feet)  ADJUSTED  
 NT0292  ___________________________________________________________________
 NT0292  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 NT0292  DYNAMIC HT  -        1402.138 (meters)    4600.18  (feet)  COMP
 NT0292  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 NT0292
 NT0292  VERT ORDER  -  SECOND    CLASS 0
 NT0292
 NT0292.The horizontal coordinates were scaled from a topographic map and have
 NT0292.an estimated accuracy of +/- 6 seconds.
 NT0292
 NT0292.The orthometric height was determined by differential leveling
 NT0292.and adjusted by the National Geodetic Survey in June 1991..
 NT0292
 NT0292.The geoid height was determined by GEOID03.
 NT0292
 NT0292.The dynamic height is computed by dividing the NAVD 88
 NT0292.geopotential number by the normal gravity value computed on the
 NT0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0292.degrees latitude (g = 980.6199 gals.).
 NT0292
 NT0292.The modeled gravity was interpolated from observed gravity values.
 NT0292
 NT0292;                    North         East    Units  Estimated Accuracy
 NT0292;SPC ID E     -    57,170.      230,020.      MT  (+/- 180 meters Scaled)
 NT0292
 NT0292                          SUPERSEDED SURVEY CONTROL
 NT0292
 NT0292  NGVD 29 (??/??/92) 1402.050  (m)         4599.89   (f) ADJ UNCH    2 0
 NT0292
 NT0292.Superseded values are not recommended for survey control.
 NT0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0292.See file dsdata.txt to determine how the superseded data were derived.
 NT0292
 NT0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM336701(NAD 83)
 NT0292_MARKER: DB = BENCH MARK DISK
 NT0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0292_STAMPING: G 341 1951
 NT0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0292+STABILITY: SURFACE MOTION
 NT0292
 NT0292  HISTORY     - Date     Condition        Report By
 NT0292  HISTORY     - 1951     MONUMENTED       CGS
 NT0292  HISTORY     - 1971     GOOD             USGS
 NT0292
 NT0292                          STATION DESCRIPTION
 NT0292
 NT0292'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0292'1.0 MI N FROM PRESTON.
 NT0292'1 MI N ALONG US HWY 91 FROM COURT HOUSE AT PRESTON, THENCE 4.6 MI NE
 NT0292'ALONG US HWY 34, THENCE 2.7 MI NE ALONG ASPHALT ROAD, AT A T IN A
 NT0292'FENCE LINE, ON THE NORTH SLOPE OF A STEEP BRUSHY HILL, 31 FEET SOUTH
 NT0292'OF THE CENTER LINE OF THE ROAD, 4.8 FEET NORTH OF A FENCE LINE, 2.2
 NT0292'FEET WEST OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE ROAD AND
 NT0292'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0339 ***********************************************************************
 NT0339  DESIGNATION -  G 3411
 NT0339  PID         -  NT0339
 NT0339  STATE/COUNTY-  ID/FRANKLIN
 NT0339  USGS QUAD   -  WESTON (1969)
 NT0339
 NT0339                         *CURRENT SURVEY CONTROL
 NT0339  ___________________________________________________________________
 NT0339* NAD 83(1986)-  42 06 27.     (N)    111 57 46.     (W)     SCALED    
 NT0339* NAVD 88     -      1442.458  (meters)    4732.46   (feet)  ADJUSTED  
 NT0339  ___________________________________________________________________
 NT0339  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 NT0339  DYNAMIC HT  -        1441.468 (meters)    4729.22  (feet)  COMP
 NT0339  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 NT0339
 NT0339  VERT ORDER  -  FIRST     CLASS II
 NT0339
 NT0339.The horizontal coordinates were scaled from a topographic map and have
 NT0339.an estimated accuracy of +/- 6 seconds.
 NT0339
 NT0339.The orthometric height was determined by differential leveling
 NT0339.and adjusted by the National Geodetic Survey in June 1991..
 NT0339
 NT0339.The geoid height was determined by GEOID03.
 NT0339
 NT0339.The dynamic height is computed by dividing the NAVD 88
 NT0339.geopotential number by the normal gravity value computed on the
 NT0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0339.degrees latitude (g = 980.6199 gals.).
 NT0339
 NT0339.The modeled gravity was interpolated from observed gravity values.
 NT0339
 NT0339;                    North         East    Units  Estimated Accuracy
 NT0339;SPC ID E     -    48,980.      216,860.      MT  (+/- 180 meters Scaled)
 NT0339
 NT0339                          SUPERSEDED SURVEY CONTROL
 NT0339
 NT0339.No superseded survey control is available for this station.
 NT0339
 NT0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM203621(NAD 83)
 NT0339_MARKER: DB = BENCH MARK DISK
 NT0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0339_STAMPING: G-3411
 NT0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0339+STABILITY: SURFACE MOTION
 NT0339
 NT0339  HISTORY     - Date     Condition        Report By
 NT0339  HISTORY     - UNK      MONUMENTED       CGS
 NT0339  HISTORY     - 1937     GOOD             NGS
 NT0339  HISTORY     - 1951     POOR             NGS
 NT0339
 NT0339                          STATION DESCRIPTION
 NT0339
 NT0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 NT0339'0.7 MI S FROM DAYTON.
 NT0339'0.8 MILE EAST OF RAILROAD CROSSING 0.7 MILE SOUTH OF THE RR. STATION
 NT0339'AT DAYTON.  AT WEST END OF RIGHT-OF-WAY FENCE TRIANGLE.  45 FEET
 NT0339'NORTHEAST OF CENTERLINE OF U.S.91 AT CENTER OF CURVE FROM THE SOUTH TO
 NT0339'THE WEST.  ABOUT 300 FEET WEST OF RANCH HOUSE.  252 FEET EAST OF
 NT0339'BRANCH ROAD INTERSECTION.  28 FEET SOUTH OF CENTERLINE OF EAST WEST
 NT0339'COUNTY ROAD.  TABLET SET IN TOP OF PRECAST CONCRETE POST.
 NT0339
 NT0339                          STATION RECOVERY (1951)
 NT0339
 NT0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 NT0339'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0417 ***********************************************************************
 OY0417  DESIGNATION -  G 3411 RESET
 OY0417  PID         -  OY0417
 OY0417  STATE/COUNTY-  ID/BINGHAM
 OY0417  USGS QUAD   -  SPRINGFIELD (1974)
 OY0417
 OY0417                         *CURRENT SURVEY CONTROL
 OY0417  ___________________________________________________________________
 OY0417* NAD 83(1986)-  43 04 37.     (N)    112 37 58.     (W)     SCALED    
 OY0417* NAVD 88     -      1350.299  (meters)    4430.11   (feet)  ADJUSTED  
 OY0417  ___________________________________________________________________
 OY0417  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 OY0417  DYNAMIC HT  -        1349.568 (meters)    4427.71  (feet)  COMP
 OY0417  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 OY0417
 OY0417  VERT ORDER  -  SECOND    CLASS 0
 OY0417
 OY0417.The horizontal coordinates were scaled from a topographic map and have
 OY0417.an estimated accuracy of +/- 6 seconds.
 OY0417
 OY0417.The orthometric height was determined by differential leveling
 OY0417.and adjusted by the National Geodetic Survey in June 1991..
 OY0417
 OY0417.The geoid height was determined by GEOID03.
 OY0417
 OY0417.The dynamic height is computed by dividing the NAVD 88
 OY0417.geopotential number by the normal gravity value computed on the
 OY0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0417.degrees latitude (g = 980.6199 gals.).
 OY0417
 OY0417.The modeled gravity was interpolated from observed gravity values.
 OY0417
 OY0417;                    North         East    Units  Estimated Accuracy
 OY0417;SPC ID E     -   156,750.      162,040.      MT  (+/- 180 meters Scaled)
 OY0417
 OY0417                          SUPERSEDED SURVEY CONTROL
 OY0417
 OY0417  NGVD 29 (??/??/92) 1349.279  (m)         4426.76   (f) ADJ UNCH    2 0
 OY0417
 OY0417.Superseded values are not recommended for survey control.
 OY0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0417.See file dsdata.txt to determine how the superseded data were derived.
 OY0417
 OY0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN670706(NAD 83)
 OY0417_MARKER: DB = BENCH MARK DISK
 OY0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0417_STAMPING: G 3411 RESET 1958
 OY0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0417+STABILITY: SURFACE MOTION
 OY0417
 OY0417  HISTORY     - Date     Condition        Report By
 OY0417  HISTORY     - 1958     MONUMENTED       CGS
 OY0417
 OY0417                          STATION DESCRIPTION
 OY0417
 OY0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0417'3.1 MI E FROM SPRINGFIELD.
 OY0417'3.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 OY0417'AT SPRINGFIELD, 3.3 MILES SOUTHWEST OF PINGREE, 0.1 MILE SOUTHEAST OF
 OY0417'THE CROSSING OF A NORTH-SOUTH GRAVEL ROAD, ON THE TOP OF A HILL, ON
 OY0417'THE OUTSIDE OF A CURVE, IN LINE WITH THE EXTENDED CENTER LINE OF THE
 OY0417'EAST-WEST PORTION OF THE TRACK, 282.0 FEET SOUTH OF THE SOUTH RAIL,
 OY0417'234 FEET SOUTH OF A FENCE POST WITH TWO WOODEN BRACES, 2.2 FEET NORTH
 OY0417'OF A WITNESS POST, ABOUT 8 FEET HIGHER THAN THE TRACK, AND SET IN THE
 OY0417'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0340 ***********************************************************************
 NT0340  DESIGNATION -  G 3411 RESET
 NT0340  PID         -  NT0340
 NT0340  STATE/COUNTY-  ID/FRANKLIN
 NT0340  USGS QUAD   -  WESTON (1969)
 NT0340
 NT0340                         *CURRENT SURVEY CONTROL
 NT0340  ___________________________________________________________________
 NT0340* NAD 83(1986)-  42 06 27.     (N)    111 57 46.     (W)     SCALED    
 NT0340* NAVD 88     -      1442.378  (meters)    4732.20   (feet)  ADJUSTED  
 NT0340  ___________________________________________________________________
 NT0340  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 NT0340  DYNAMIC HT  -        1441.387 (meters)    4728.95  (feet)  COMP
 NT0340  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 NT0340
 NT0340  VERT ORDER  -  SECOND    CLASS 0
 NT0340
 NT0340.The horizontal coordinates were scaled from a topographic map and have
 NT0340.an estimated accuracy of +/- 6 seconds.
 NT0340
 NT0340.The orthometric height was determined by differential leveling
 NT0340.and adjusted by the National Geodetic Survey in June 1991..
 NT0340
 NT0340.The geoid height was determined by GEOID03.
 NT0340
 NT0340.The dynamic height is computed by dividing the NAVD 88
 NT0340.geopotential number by the normal gravity value computed on the
 NT0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0340.degrees latitude (g = 980.6199 gals.).
 NT0340
 NT0340.The modeled gravity was interpolated from observed gravity values.
 NT0340
 NT0340;                    North         East    Units  Estimated Accuracy
 NT0340;SPC ID E     -    48,980.      216,860.      MT  (+/- 180 meters Scaled)
 NT0340
 NT0340                          SUPERSEDED SURVEY CONTROL
 NT0340
 NT0340  NGVD 29 (??/??/92) 1441.34   (m)         4728.8    (f) COMPUTED    2 0
 NT0340
 NT0340.Superseded values are not recommended for survey control.
 NT0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0340.See file dsdata.txt to determine how the superseded data were derived.
 NT0340
 NT0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM203621(NAD 83)
 NT0340_MARKER: DB = BENCH MARK DISK
 NT0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0340_STAMPING: G 3411 RESET 1951
 NT0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0340+STABILITY: SURFACE MOTION
 NT0340
 NT0340  HISTORY     - Date     Condition        Report By
 NT0340  HISTORY     - 1951     MONUMENTED       CGS
 NT0340  HISTORY     - 1967     MARK NOT FOUND   NGS
 NT0340
 NT0340                          STATION DESCRIPTION
 NT0340
 NT0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0340'2.0 MI SE FROM DAYTON.
 NT0340'ABOUT 2.0 MILES SOUTHEAST ALONG THE DAYTON-PRESTON ROAD FROM THE WEST
 NT0340'SIDE HIGH SCHOOL AT DAYTON, NEAR THE WEST END OF A LARGE TRIANGLE AT
 NT0340'THE OUTSIDE OF A LONG CURVE IN THE MAIN ROAD, 64 FEET EAST OF THE WEST
 NT0340'END OF THE TRIANGLE, 47 FEET NORTH OF THE CENTER LINE OF THE MAIN
 NT0340'ROAD, 26 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVEL ROAD, 1.7 FEET
 NT0340'WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE MAIN ROAD, AND SET
 NT0340'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NT0340
 NT0340                          STATION RECOVERY (1967)
 NT0340
 NT0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NT0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0411 ***********************************************************************
 OY0411  DESIGNATION -  G 3414
 OY0411  PID         -  OY0411
 OY0411  STATE/COUNTY-  ID/BINGHAM
 OY0411  USGS QUAD   -  SPRINGFIELD (1974)
 OY0411
 OY0411                         *CURRENT SURVEY CONTROL
 OY0411  ___________________________________________________________________
 OY0411* NAD 83(1986)-  43 03 37.     (N)    112 42 46.     (W)     SCALED    
 OY0411* NAVD 88     -      1336.294  (meters)    4384.16   (feet)  ADJUSTED  
 OY0411  ___________________________________________________________________
 OY0411  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 OY0411  DYNAMIC HT  -        1335.562 (meters)    4381.76  (feet)  COMP
 OY0411  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 OY0411
 OY0411  VERT ORDER  -  SECOND    CLASS 0
 OY0411
 OY0411.The horizontal coordinates were scaled from a topographic map and have
 OY0411.an estimated accuracy of +/- 6 seconds.
 OY0411
 OY0411.The orthometric height was determined by differential leveling
 OY0411.and adjusted by the National Geodetic Survey in June 1991..
 OY0411
 OY0411.The geoid height was determined by GEOID03.
 OY0411
 OY0411.The dynamic height is computed by dividing the NAVD 88
 OY0411.geopotential number by the normal gravity value computed on the
 OY0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0411.degrees latitude (g = 980.6199 gals.).
 OY0411
 OY0411.The modeled gravity was interpolated from observed gravity values.
 OY0411
 OY0411;                    North         East    Units  Estimated Accuracy
 OY0411;SPC ID E     -   154,940.      155,520.      MT  (+/- 180 meters Scaled)
 OY0411
 OY0411                          SUPERSEDED SURVEY CONTROL
 OY0411
 OY0411  NGVD 29 (??/??/92) 1335.269  (m)         4380.80   (f) ADJ UNCH    2 0
 OY0411
 OY0411.Superseded values are not recommended for survey control.
 OY0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0411.See file dsdata.txt to determine how the superseded data were derived.
 OY0411
 OY0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN605689(NAD 83)
 OY0411_MARKER: DD = SURVEY DISK
 OY0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0411_STAMPING: G 3414
 OY0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0411+STABILITY: SURFACE MOTION
 OY0411
 OY0411  HISTORY     - Date     Condition        Report By
 OY0411  HISTORY     - UNK      MONUMENTED       IDGS
 OY0411  HISTORY     - 1958     GOOD             NGS
 OY0411
 OY0411                          STATION DESCRIPTION
 OY0411
 OY0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0411'1.5 MI SW FROM SPRINGFIELD.
 OY0411'1.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0411'SIGN AT SPRINGFIELD, 1.8 MILES NORTHEAST OF STERLING 2 2/3 POLES
 OY0411'NORTHEAST AND ACROSS THE TRACK FROM MILEPOLE 18, 250 YARDS NORTHEAST
 OY0411'OF WOODEN TRESTLE 18.05, AT A CUT, 32.4 FEET SOUTHEAST OF THE
 OY0411'SOUTHEAST RAIL, 12.9 FEET NORTHWEST OF A FENCE, 1.2 FEET NORTHEAST OF
 OY0411'A WITNESS POST, 6 1/2 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP
 OY0411'OF A CONCRETE POST PROJECTING ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0409 ***********************************************************************
 OY0409  DESIGNATION -  G 3415
 OY0409  PID         -  OY0409
 OY0409  STATE/COUNTY-  ID/BINGHAM
 OY0409  USGS QUAD   -  SPRINGFIELD (1974)
 OY0409
 OY0409                         *CURRENT SURVEY CONTROL
 OY0409  ___________________________________________________________________
 OY0409* NAD 83(1986)-  43 02 31.     (N)    112 44 00.     (W)     SCALED    
 OY0409* NAVD 88     -      1333.839  (meters)    4376.10   (feet)  ADJUSTED  
 OY0409  ___________________________________________________________________
 OY0409  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 OY0409  DYNAMIC HT  -        1333.103 (meters)    4373.69  (feet)  COMP
 OY0409  MODELED GRAV-     980,022.4   (mgal)                       NAVD 88
 OY0409
 OY0409  VERT ORDER  -  SECOND    CLASS 0
 OY0409
 OY0409.The horizontal coordinates were scaled from a topographic map and have
 OY0409.an estimated accuracy of +/- 6 seconds.
 OY0409
 OY0409.The orthometric height was determined by differential leveling
 OY0409.and adjusted by the National Geodetic Survey in June 1991..
 OY0409
 OY0409.The geoid height was determined by GEOID03.
 OY0409
 OY0409.The dynamic height is computed by dividing the NAVD 88
 OY0409.geopotential number by the normal gravity value computed on the
 OY0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0409.degrees latitude (g = 980.6199 gals.).
 OY0409
 OY0409.The modeled gravity was interpolated from observed gravity values.
 OY0409
 OY0409;                    North         East    Units  Estimated Accuracy
 OY0409;SPC ID E     -   152,910.      153,830.      MT  (+/- 180 meters Scaled)
 OY0409
 OY0409                          SUPERSEDED SURVEY CONTROL
 OY0409
 OY0409  NGVD 29 (??/??/92) 1332.811  (m)         4372.73   (f) ADJ UNCH    2 0
 OY0409
 OY0409.Superseded values are not recommended for survey control.
 OY0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0409.See file dsdata.txt to determine how the superseded data were derived.
 OY0409
 OY0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN588669(NAD 83)
 OY0409_MARKER: DD = SURVEY DISK
 OY0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0409_STAMPING: G 3415
 OY0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0409+STABILITY: SURFACE MOTION
 OY0409
 OY0409  HISTORY     - Date     Condition        Report By
 OY0409  HISTORY     - UNK      MONUMENTED       IDGS
 OY0409  HISTORY     - 1958     GOOD             NGS
 OY0409
 OY0409                          STATION DESCRIPTION
 OY0409
 OY0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0409'IN STERLING.
 OY0409'AT STERLING, 0.2 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 OY0409'THE STATION SIGN, 76.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 OY0409'MAIN TRACK, 61.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SPUR TRACK,
 OY0409'155.0 FEET NORTHEAST OF THE NORTH CORNER OF A SCALE AT A BEET LOADING
 OY0409'STATION, 82 FEET SOUTH OF A DERAIL SWITCH, 1.6 FEET SOUTHWEST OF A
 OY0409'WITNESS POST, LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 OY0409'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0354 ***********************************************************************
 OY0354  DESIGNATION -  G 3417
 OY0354  PID         -  OY0354
 OY0354  STATE/COUNTY-  ID/BINGHAM
 OY0354  USGS QUAD   -  BLACKFOOT (1971)
 OY0354
 OY0354                         *CURRENT SURVEY CONTROL
 OY0354  ___________________________________________________________________
 OY0354* NAD 83(1986)-  43 12 03.     (N)    112 22 14.     (W)     SCALED    
 OY0354* NAVD 88     -      1367.108  (meters)    4485.25   (feet)  ADJUSTED  
 OY0354  ___________________________________________________________________
 OY0354  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 OY0354  DYNAMIC HT  -        1366.362 (meters)    4482.81  (feet)  COMP
 OY0354  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 OY0354
 OY0354  VERT ORDER  -  FIRST     CLASS II
 OY0354
 OY0354.The horizontal coordinates were scaled from a topographic map and have
 OY0354.an estimated accuracy of +/- 6 seconds.
 OY0354
 OY0354.The orthometric height was determined by differential leveling
 OY0354.and adjusted by the National Geodetic Survey in June 1991..
 OY0354
 OY0354.The geoid height was determined by GEOID03.
 OY0354
 OY0354.The dynamic height is computed by dividing the NAVD 88
 OY0354.geopotential number by the normal gravity value computed on the
 OY0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0354.degrees latitude (g = 980.6199 gals.).
 OY0354
 OY0354.The modeled gravity was interpolated from observed gravity values.
 OY0354
 OY0354;                    North         East    Units  Estimated Accuracy
 OY0354;SPC ID E     -   170,430.      183,430.      MT  (+/- 180 meters Scaled)
 OY0354
 OY0354                          SUPERSEDED SURVEY CONTROL
 OY0354
 OY0354  NGVD 29 (08/20/92) 1366.049  (m)         4481.78   (f) ADJUSTED    1 2
 OY0354
 OY0354.Superseded values are not recommended for survey control.
 OY0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0354.See file dsdata.txt to determine how the superseded data were derived.
 OY0354
 OY0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN886840(NAD 83)
 OY0354_MARKER: DD = SURVEY DISK
 OY0354_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY0354_SP_SET: PREFAB CONC. POST IN EARTH
 OY0354_STAMPING: G 3417
 OY0354_MARK LOGO: IDGS  
 OY0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0354+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0354
 OY0354  HISTORY     - Date     Condition        Report By
 OY0354  HISTORY     - UNK      MONUMENTED       IDGS
 OY0354  HISTORY     - 1960     GOOD             NGS
 OY0354  HISTORY     - 19920619 GOOD             NGS
 OY0354
 OY0354                          STATION DESCRIPTION
 OY0354
 OY0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0354'1.9 MI NW FROM BLACKFOOT.
 OY0354'1.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0354'AT BLACKFOOT, 0.2 MILE NORTHWEST OF BRIDGE 1.59 OVER THE SNAKE RIVER,
 OY0354'AT RAILROAD MILEAGE 1.74, AT THE CROSSING OF AN ASPHALT ROAD, 17.7
 OY0354'FEET NORTHEAST OF THE NORTHEAST RAIL, 76 FEET SOUTHEAST OF THE CENTER
 OY0354'LINE OF THE ROAD, 1.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET
 OY0354'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OY0354'0.4 FOOT ABOVE THE GROUND.
 OY0354
 OY0354                          STATION RECOVERY (1992)
 OY0354
 OY0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0354'0.7 KM (0.45 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0354'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, 27.7 M (90.9 FT)
 OY0354'EAST OF THE CENTER OF A PAVED ROAD (ABANDONED), 5.5 M (18.0 FT)
 OY0354'NORTHEAST OF THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OY0354'TRACK, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 OY0354'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0343 ***********************************************************************
 NT0343  DESIGNATION -  G 3417
 NT0343  PID         -  NT0343
 NT0343  STATE/COUNTY-  ID/FRANKLIN
 NT0343  USGS QUAD   -  WESTON (1969)
 NT0343
 NT0343                         *CURRENT SURVEY CONTROL
 NT0343  ___________________________________________________________________
 NT0343* NAD 83(1986)-  42 05 47.     (N)    111 55 31.     (W)     SCALED    
 NT0343* NAVD 88     -      1361.966  (meters)    4468.38   (feet)  ADJUSTED  
 NT0343  ___________________________________________________________________
 NT0343  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NT0343  DYNAMIC HT  -        1361.033 (meters)    4465.32  (feet)  COMP
 NT0343  MODELED GRAV-     979,890.7   (mgal)                       NAVD 88
 NT0343
 NT0343  VERT ORDER  -  SECOND    CLASS 0
 NT0343
 NT0343.The horizontal coordinates were scaled from a topographic map and have
 NT0343.an estimated accuracy of +/- 6 seconds.
 NT0343
 NT0343.The orthometric height was determined by differential leveling
 NT0343.and adjusted by the National Geodetic Survey in June 1991..
 NT0343
 NT0343.The geoid height was determined by GEOID03.
 NT0343
 NT0343.The dynamic height is computed by dividing the NAVD 88
 NT0343.geopotential number by the normal gravity value computed on the
 NT0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0343.degrees latitude (g = 980.6199 gals.).
 NT0343
 NT0343.The modeled gravity was interpolated from observed gravity values.
 NT0343
 NT0343;                    North         East    Units  Estimated Accuracy
 NT0343;SPC ID E     -    47,760.      219,970.      MT  (+/- 180 meters Scaled)
 NT0343
 NT0343                          SUPERSEDED SURVEY CONTROL
 NT0343
 NT0343  NGVD 29 (??/??/92) 1360.94   (m)         4465.0    (f) COMPUTED    2 0
 NT0343
 NT0343.Superseded values are not recommended for survey control.
 NT0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0343.See file dsdata.txt to determine how the superseded data were derived.
 NT0343
 NT0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM234608(NAD 83)
 NT0343_MARKER: DD = SURVEY DISK
 NT0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0343_STAMPING: G 3417
 NT0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0343+STABILITY: SURFACE MOTION
 NT0343
 NT0343  HISTORY     - Date     Condition        Report By
 NT0343  HISTORY     - UNK      MONUMENTED       IDGS
 NT0343  HISTORY     - 1951     GOOD             NGS
 NT0343  HISTORY     - 1969     MARK NOT FOUND   USGS
 NT0343
 NT0343                          STATION DESCRIPTION
 NT0343
 NT0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0343'3.0 MI W FROM PRESTON.
 NT0343'3.0 MILES WEST OF THE COUNTY COURTHOUSE IN PRESTON, AT THE JUNCTION OF
 NT0343'A GRAVEL ROAD LEADING SOUTH, 0.5 MILES WEST OF THE BEAR RIVER BRIDGE,
 NT0343'94 FEET EAST OF THE PROLONGATION OF THE CENTER LINE OF THE ROAD
 NT0343'LEADING SOUTH, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 1/2
 NT0343'FEET EAST OF A TELEGRAPH POLE, 0.6 FEET SOUTH OF A FENCE, 2.2 FEET
 NT0343'WEST OF A WITNESS POST, ABOUT ONE FOOT LOWER THAN THE ROAD, AND SET IN
 NT0343'THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE THE GROUND.
 NT0343
 NT0343                          STATION RECOVERY (1969)
 NT0343
 NT0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0351 ***********************************************************************
 OY0351  DESIGNATION -  G 3419
 OY0351  PID         -  OY0351
 OY0351  STATE/COUNTY-  ID/BINGHAM
 OY0351  USGS QUAD   -  MORELAND (1971)
 OY0351
 OY0351                         *CURRENT SURVEY CONTROL
 OY0351  ___________________________________________________________________
 OY0351* NAD 83(1986)-  43 12 41.     (N)    112 25 01.     (W)     SCALED    
 OY0351* NAVD 88     -      1363.294  (meters)    4472.74   (feet)  ADJUSTED  
 OY0351  ___________________________________________________________________
 OY0351  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 OY0351  DYNAMIC HT  -        1362.553 (meters)    4470.31  (feet)  COMP
 OY0351  MODELED GRAV-     980,029.4   (mgal)                       NAVD 88
 OY0351
 OY0351  VERT ORDER  -  SECOND    CLASS 0
 OY0351
 OY0351.The horizontal coordinates were scaled from a topographic map and have
 OY0351.an estimated accuracy of +/- 6 seconds.
 OY0351
 OY0351.The orthometric height was determined by differential leveling
 OY0351.and adjusted by the National Geodetic Survey in June 1991..
 OY0351
 OY0351.The geoid height was determined by GEOID03.
 OY0351
 OY0351.The dynamic height is computed by dividing the NAVD 88
 OY0351.geopotential number by the normal gravity value computed on the
 OY0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0351.degrees latitude (g = 980.6199 gals.).
 OY0351
 OY0351.The modeled gravity was interpolated from observed gravity values.
 OY0351
 OY0351;                    North         East    Units  Estimated Accuracy
 OY0351;SPC ID E     -   171,610.      179,660.      MT  (+/- 180 meters Scaled)
 OY0351
 OY0351                          SUPERSEDED SURVEY CONTROL
 OY0351
 OY0351  NGVD 29 (??/??/92) 1362.246  (m)         4469.30   (f) ADJ UNCH    2 0
 OY0351
 OY0351.Superseded values are not recommended for survey control.
 OY0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0351.See file dsdata.txt to determine how the superseded data were derived.
 OY0351
 OY0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN849852(NAD 83)
 OY0351_MARKER: DB = BENCH MARK DISK
 OY0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0351_STAMPING: G 3419
 OY0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0351+STABILITY: SURFACE MOTION
 OY0351
 OY0351  HISTORY     - Date     Condition        Report By
 OY0351  HISTORY     - UNK      MONUMENTED       CGS
 OY0351  HISTORY     - 1951     GOOD             NGS
 OY0351  HISTORY     - 19920617 MARK NOT FOUND   NGS
 OY0351
 OY0351                          STATION DESCRIPTION
 OY0351
 OY0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OY0351'4.5 MI NW FROM BLACKFOOT.
 OY0351'ABOUT 4.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0351'STATION AT BLACKFOOT, AT CLARKSON SIDING, ABOUT 1.1 MILES SOUTHEAST OF
 OY0351'MORELAND, ABOUT 140 YARDS EAST OF A CORRAL, 163.6 FEET WEST OF A
 OY0351'SWITCHSTAND AT THE EAST END OF CLARKSON SIDING, 52 FEET NORTH OF THE
 OY0351'CENTER LINE OF A NORTH-EAST SOUTHWEST GRAVEL ROAD, 35.8 FEET SOUTH OF
 OY0351'THE SOUTH RAIL OF THE MAIN TRACK, 1.8 FEET EAST OF A WITNESS POST, AND
 OY0351'ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 OY0351'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- TOP OF THE CONCRETE
 OY0351'POST BROKEN, POST SOLID.
 OY0351
 OY0351                          STATION RECOVERY (1992)
 OY0351
 OY0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0351'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0239 ***********************************************************************
 NT0239  DESIGNATION -  G 342
 NT0239  PID         -  NT0239
 NT0239  STATE/COUNTY-  ID/BEAR LAKE
 NT0239  USGS QUAD   -  OVID (1967)
 NT0239
 NT0239                         *CURRENT SURVEY CONTROL
 NT0239  ___________________________________________________________________
 NT0239* NAD 83(1999)-  42 21 10.17920(N)    111 29 04.59498(W)     ADJUSTED  
 NT0239* NAVD 88     -      1924.514  (meters)    6314.01   (feet)  ADJUSTED  
 NT0239  ___________________________________________________________________
 NT0239  X           -  -1,729,474.618 (meters)                     COMP
 NT0239  Y           -  -4,393,987.955 (meters)                     COMP
 NT0239  Z           -   4,275,935.295 (meters)                     COMP
 NT0239  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 NT0239  ELLIP HEIGHT-        1911.63  (meters)          (07/10/02) GPS OBS
 NT0239  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 NT0239  DYNAMIC HT  -        1923.053 (meters)    6309.22  (feet)  COMP
 NT0239  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 NT0239
 NT0239  HORZ ORDER  -  FIRST
 NT0239  VERT ORDER  -  SECOND    CLASS 0
 NT0239  ELLP ORDER  -  FIFTH     CLASS I
 NT0239
 NT0239.The horizontal coordinates were established by GPS observations
 NT0239.and adjusted by the National Geodetic Survey in July 2002..
 NT0239.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NT0239.DATUM ITEM on the data sheet items page.
 NT0239
 NT0239.The orthometric height was determined by differential leveling
 NT0239.and adjusted by the National Geodetic Survey in June 1991..
 NT0239
 NT0239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NT0239
 NT0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0239
 NT0239.The ellipsoidal height was determined by GPS observations
 NT0239.and is referenced to NAD 83.
 NT0239
 NT0239.The geoid height was determined by GEOID03.
 NT0239
 NT0239.The dynamic height is computed by dividing the NAVD 88
 NT0239.geopotential number by the normal gravity value computed on the
 NT0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0239.degrees latitude (g = 980.6199 gals.).
 NT0239
 NT0239.The modeled gravity was interpolated from observed gravity values.
 NT0239
 NT0239;                    North         East     Units Scale Factor Converg.
 NT0239;SPC ID E     -    76,435.595   256,192.867   MT  0.99998621   +0 27 34.2
 NT0239;UTM  12      - 4,689,065.185   460,088.201   MT  0.99961960   -0 19 35.3
 NT0239
 NT0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0239!SPC ID E     -   0.99970028  x   0.99998621  =   0.99968649
 NT0239!UTM  12      -   0.99970028  x   0.99961960  =   0.99931999
 NT0239
 NT0239                          SUPERSEDED SURVEY CONTROL
 NT0239
 NT0239  NAD 83(1992)-  42 21 10.17926(N)    111 29 04.59382(W) AD(       ) 1
 NT0239  ELLIP H (07/28/92) 1911.71   (m)                       GP(       ) 5 1
 NT0239  NAD 83(1992)-  42 21 10.17264(N)    111 29 04.57958(W) AD(       ) 1
 NT0239  NGVD 29 (??/??/92) 1923.293  (m)         6310.00   (f) ADJ UNCH    2 0
 NT0239
 NT0239.Superseded values are not recommended for survey control.
 NT0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0239.See file dsdata.txt to determine how the superseded data were derived.
 NT0239
 NT0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM6008889065(NAD 83)
 NT0239_MARKER: DB = BENCH MARK DISK
 NT0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0239_SP_SET: CONCRETE POST
 NT0239_STAMPING: G 342 1951
 NT0239_MARK LOGO: CGS   
 NT0239_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0239+STABILITY: SURFACE MOTION
 NT0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0239+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1990
 NT0239
 NT0239  HISTORY     - Date     Condition        Report By
 NT0239  HISTORY     - 1951     MONUMENTED       CGS
 NT0239  HISTORY     - 19900601 GOOD             NGS
 NT0239
 NT0239                          STATION DESCRIPTION
 NT0239
 NT0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0239'6.6 MI NW FROM OVID.
 NT0239'6.6 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0239'ON THE NORTH SLOPE OF A GRADE, 39 FEET SOUTH OF THE CENTER LINE OF THE
 NT0239'ROAD, 11 FEET WEST OF THE WEST END OF THE SOUTH HEADWALL OF AN 18 INCH
 NT0239'CORRUGATED METAL PIPE CULVERT 1.2 FEET NORTH OF A FENCE, 1.8 FEET WEST
 NT0239'OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN
 NT0239'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NT0239
 NT0239                          STATION RECOVERY (1990)
 NT0239
 NT0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NT0239'MARK IS LOCATED ABOUT 10 KM (6.21 MI) NORTHWEST OF OVID, 2.3 KM
 NT0239'(1.43 MI) SOUTHEAST OF THE CACHE NATIONAL FOREST BOUNDARY, ALONG
 NT0239'STATE HIGHWAY 36, ON THE RIGHT-OF-WAY OF A LONG STRAIGHT SECTION,
 NT0239'ALONG A PASTURE, IN THE NORTHWEST 1/4 OF SECTION 30, T 12 S, R 43 E.
 NT0239'OWNERSHIP--STATE TRANSPORTATION DEPARTMENT.
 NT0239'TO REACH FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT
 NT0239'THE OLD OVID SCHOOL IN OVID, GO WEST ON HIGHWAY 36 FOR 6.0 KM
 NT0239'(3.73 MI) TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD
 NT0239'FOR 2.96 KM (1.84 MI) TO A POWERLINE ACROSS THE HIGHWAY.  CONTINUE
 NT0239'AHEAD FOR 1.13 KM (0.70 MI) TO A PAVED ROAD FORKING RIGHT.  CONTINUE
 NT0239'AHEAD FOR 0.96 KM (0.60 MI) TO THE MARK ON THE LEFT AT A FIELD
 NT0239'ENTRANCE AND T-FENCE CORNER.
 NT0239'MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST PROJECTING 2 CM.
 NT0239'IT IS 12.0 M (39.37 FT) SOUTHWEST OF, AND LEVEL WITH THE HIGHWAY
 NT0239'CENTER, 1.2 M (3.94 FT) NORTHWEST OF A FIBERGLASS WITNESS POST, 0.5 M
 NT0239'(1.64 FT) NORTHWEST OF A WOOD WITNESS POST, 0.3 M (0.98 FT) NORTHEAST
 NT0239'OF A FENCE, 3.2 M (10.50 FT) WEST-NORTHWEST OF NORTHWEST END OF OLD
 NT0239'CONCRETE CULVERT HEADWALL, 4.9 KM (3.04 MI) NORTHWEST OF A T-FENCE
 NT0239'CORNER, AND 9.7 M (31.82 FT) SOUTHEAST OF THE FIELD ENTRANCE CENTER.
 NT0239'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0346 ***********************************************************************
 NT0346  DESIGNATION -  G 3423 RESET
 NT0346  PID         -  NT0346
 NT0346  STATE/COUNTY-  ID/FRANKLIN
 NT0346  USGS QUAD   -  WESTON (1969)
 NT0346
 NT0346                         *CURRENT SURVEY CONTROL
 NT0346  ___________________________________________________________________
 NT0346* NAD 83(1986)-  42 05 46.     (N)    111 53 12.     (W)     SCALED    
 NT0346* NAVD 88     -      1438.16   (meters)    4718.4    (feet)  RESET     
 NT0346  ___________________________________________________________________
 NT0346  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NT0346
 NT0346  VERT ORDER  -  THIRD
 NT0346
 NT0346.The horizontal coordinates were scaled from a topographic map and have
 NT0346.an estimated accuracy of +/- 6 seconds.
 NT0346
 NT0346.The orthometric height was computed from unverified reset data.
 NT0346
 NT0346.The geoid height was determined by GEOID03.
 NT0346
 NT0346;                    North         East    Units  Estimated Accuracy
 NT0346;SPC ID E     -    47,730.      223,160.      MT  (+/- 180 meters Scaled)
 NT0346
 NT0346                          SUPERSEDED SURVEY CONTROL
 NT0346
 NT0346.No superseded survey control is available for this station.
 NT0346
 NT0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM266608(NAD 83)
 NT0346_MARKER: DB = BENCH MARK DISK
 NT0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0346_STAMPING: G 3423 RESET 1953
 NT0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0346+STABILITY: SURFACE MOTION
 NT0346
 NT0346  HISTORY     - Date     Condition        Report By
 NT0346  HISTORY     - 1953     MONUMENTED       CGS
 NT0346
 NT0346                          STATION DESCRIPTION
 NT0346
 NT0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 NT0346'IN PRESTON.
 NT0346'AT PRESTON, ABOUT 0.45 MILES WEST OF THE FRANKLIN COUNTY COURTHOUSE,
 NT0346'AT THE INTERSECTION OF FOURTH AND WEST ONEIDA STREETS, 37 FEET WEST OF
 NT0346'THE CENTER LINE OF FOURTH STREET, 21 FEET SOUTH OF THE CENTER LINE OF
 NT0346'WEST ONEIDA STREET, FOUR FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK,
 NT0346'1.5 FEET NORTHEAST OF A WITNESS POST, LEVEL WITH THE STREET, AND SET
 NT0346'IN THE TOP OF A CONCRETE POST 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0350 ***********************************************************************
 NT0350  DESIGNATION -  G 3427 RESET
 NT0350  PID         -  NT0350
 NT0350  STATE/COUNTY-  ID/FRANKLIN
 NT0350  USGS QUAD   -  FRANKLIN (1969)
 NT0350
 NT0350                         *CURRENT SURVEY CONTROL
 NT0350  ___________________________________________________________________
 NT0350* NAD 83(1986)-  42 04 53.     (N)    111 51 56.     (W)     SCALED    
 NT0350* NAVD 88     -      1435.42   (meters)    4709.4    (feet)  RESET     
 NT0350  ___________________________________________________________________
 NT0350  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 NT0350
 NT0350  VERT ORDER  -  THIRD
 NT0350
 NT0350.The horizontal coordinates were scaled from a topographic map and have
 NT0350.an estimated accuracy of +/- 6 seconds.
 NT0350
 NT0350.The orthometric height was computed from unverified reset data.
 NT0350
 NT0350.The geoid height was determined by GEOID03.
 NT0350
 NT0350;                    North         East    Units  Estimated Accuracy
 NT0350;SPC ID E     -    46,110.      224,910.      MT  (+/- 180 meters Scaled)
 NT0350
 NT0350                          SUPERSEDED SURVEY CONTROL
 NT0350
 NT0350.No superseded survey control is available for this station.
 NT0350
 NT0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM284591(NAD 83)
 NT0350_MARKER: DB = BENCH MARK DISK
 NT0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0350_STAMPING: G 3427 RESET 1960
 NT0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0350+STABILITY: SURFACE MOTION
 NT0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0350+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 NT0350
 NT0350  HISTORY     - Date     Condition        Report By
 NT0350  HISTORY     - 1960     MONUMENTED       CGS
 NT0350  HISTORY     - 20050717 GOOD             GEOCAC
 NT0350
 NT0350                          STATION DESCRIPTION
 NT0350
 NT0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NT0350'0.9 MI SE FROM PRESTON.
 NT0350'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 91 FROM THE FRANKLIN COUNTY
 NT0350'COURT HOUSE AT PRESTON, FRANKLIN COUNTY, AT THE Y JUNCTION OF SECOND
 NT0350'EAST STREET, 49 FEET SOUTHEAST OF THE CENTERLINE OF THE STREET, 60
 NT0350'FEET NORTHEAST OF THE CENTERLINE, 2 FEET SOUTHWEST OF THE PROLONGATION
 NT0350'OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A WITNESS POST, 2 FEET LOWER
 NT0350'THAN THE HIGHWAY.  A STANDARD C AND GS AND STATE SURVEY DISK, SET IN
 NT0350'THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
 NT0350
 NT0350                          STATION RECOVERY (2005)
 NT0350
 NT0350'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NT0350'THE STATION IS ABOUT 89 FEET SOUTH OF THE SOUTH EDGE OF A PAVED
 NT0350'DRIVEWAY LEADING TO A PARKING LOT AT A UTAH POWER OPERATIONS FACILITY,
 NT0350'60.0 FEET NORTHEAST OF THE INTERSECTION OF THE CENTERLINES OF US
 NT0350'HIGHWAY 91 AND 2ND STREETEAST, ABOUT 26 FEET NORTHWEST OF A
 NT0350'FIRE HYDRANT, 15.75 FEET SOUTHEAST OF A STREET SIGN FOR 2ND STREET,
 NT0350'3.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE CURBING THAT
 NT0350'ENCLOSES THE PARKING LOT AND 3.25 FEET WEST OF THE CURB.  HANDHELD
 NT0350'COORDINATES ARE N42-05-12.30 W111-52-15.72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0564 ***********************************************************************
 NT0564  DESIGNATION -  G 3427 RESET
 NT0564  PID         -  NT0564
 NT0564  STATE/COUNTY-  ID/FRANKLIN
 NT0564  USGS QUAD   -  FRANKLIN (1969)
 NT0564
 NT0564                         *CURRENT SURVEY CONTROL
 NT0564  ___________________________________________________________________
 NT0564* NAD 83(1994)-  42 05 12.27750(N)    111 52 15.72597(W)     ADJUSTED  
 NT0564* NAVD 88     -      1435.41   (+/-2cm)    4709.3    (feet)  VERTCON   
 NT0564  ___________________________________________________________________
 NT0564  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 NT0564  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NT0564
 NT0564  HORZ ORDER  -  SECOND
 NT0564  VERT ORDER  -  THIRD ? (See Below)
 NT0564
 NT0564.The horizontal coordinates were established by classical geodetic methods
 NT0564.and adjusted by the National Geodetic Survey in November 1997..
 NT0564
 NT0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0564.The vertical order pertains to the NGVD 29 superseded value.
 NT0564
 NT0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0564
 NT0564.The geoid height was determined by GEOID03.
 NT0564
 NT0564;                    North         East     Units Scale Factor Converg.
 NT0564;SPC ID E     -    46,698.174   224,458.740   MT  0.99995473   +0 11 53.3
 NT0564;SPC UT N     - 1,194,794.976   469,299.402   MT  1.00006336   -0 14 40.7
 NT0564;UTM  12      - 4,659,774.394   427,960.721   MT  0.99966386   -0 35 01.8
 NT0564
 NT0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0564!SPC ID E     -   0.99977720  x   0.99995473  =   0.99973194
 NT0564!SPC UT N     -   0.99977720  x   1.00006336  =   0.99984055
 NT0564!UTM  12      -   0.99977720  x   0.99966386  =   0.99944114
 NT0564
 NT0564                          SUPERSEDED SURVEY CONTROL
 NT0564
 NT0564  NAD 83(1992)-  42 05 12.27313(N)    111 52 15.71487(W) AD(       ) 2
 NT0564  NAD 83(1986)-  42 05 12.27069(N)    111 52 15.71098(W) AD(       ) 2
 NT0564  NAD 27      -  42 05 12.54370(N)    111 52 12.88690(W) AD(       ) 2
 NT0564  NGVD 29 (07/19/86) 1434.37   (m)         4705.9    (f) LEVELING    3  
 NT0564
 NT0564.Superseded values are not recommended for survey control.
 NT0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0564.See file dsdata.txt to determine how the superseded data were derived.
 NT0564
 NT0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM2796159774(NAD 83)
 NT0564_MARKER: DS = TRIANGULATION STATION DISK
 NT0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0564+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 NT0564
 NT0564  HISTORY     - Date     Condition        Report By
 NT0564  HISTORY     - 1963     MONUMENTED       CGS
 NT0564  HISTORY     - 20050717 GOOD             GEOCAC
 NT0564
 NT0564                          STATION DESCRIPTION
 NT0564
 NT0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NT0564'STATION PRESTON IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE, IN
 NT0564'PRESTON, GO EAST ON ONEIDA STREET FOR 0.2 MILE TO 2ND. STREET
 NT0564'E.  TURN RIGHT, SOUTH, ON 2ND STREET E. FOR 0.65 MILE TO THE
 NT0564'STATION ON THE EAST SIDE OF THE STREET.
 NT0564'
 NT0564'BENCH MARK G 3427 RESET, STAMPED G 3427 RESET 1960, IS A
 NT0564'STANDARD BRONZE USC AND GS DISK SET IN THE TOP OF A 6-INCH SQUARE
 NT0564'CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES.  IT IS 60.0 FEET
 NT0564'NORTHEAST OF THE INTERSECTION OF THE CENTERLINES OF U.S.
 NT0564'HIGHWAY NO. 91 AND 2ND. STREET E. AND 2.0 FEET NORTHWEST OF A
 NT0564'FENCE CORNER.
 NT0564
 NT0564                          STATION RECOVERY (2005)
 NT0564
 NT0564'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NT0564'THE STATION IS ABOUT 89 FEET SOUTH OF THE SOUTH EDGE OF A PAVED
 NT0564'DRIVEWAY LEADING TO A PARKING LOT AT A UTAH POWER OPERATIONS FACILITY,
 NT0564'60.0 FEET NORTHEAST OF THE INTERSECTION OF THE CENTERLINES OF US
 NT0564'HIGHWAY 91 AND 2ND STREETEAST, ABOUT 26 FEET NORTHWEST OF A
 NT0564'FIRE HYDRANT, 15.75 FEET SOUTHEAST OF A STREET SIGN FOR 2ND STREET,
 NT0564'3.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE CURBING THAT
 NT0564'ENCLOSES THE PARKING LOT AND 3.25 FEET WEST OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0351 ***********************************************************************
 NT0351  DESIGNATION -  G 3429
 NT0351  PID         -  NT0351
 NT0351  STATE/COUNTY-  ID/FRANKLIN
 NT0351  USGS QUAD   -  FRANKLIN (1969)
 NT0351
 NT0351                         *CURRENT SURVEY CONTROL
 NT0351  ___________________________________________________________________
 NT0351* NAD 83(1986)-  42 04 53.     (N)    111 51 56.     (W)     SCALED    
 NT0351* NAVD 88     -      1432.349  (meters)    4699.30   (feet)  ADJUSTED  
 NT0351  ___________________________________________________________________
 NT0351  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 NT0351  DYNAMIC HT  -        1431.343 (meters)    4696.00  (feet)  COMP
 NT0351  MODELED GRAV-     979,870.6   (mgal)                       NAVD 88
 NT0351
 NT0351  VERT ORDER  -  SECOND    CLASS 0
 NT0351
 NT0351.The horizontal coordinates were scaled from a topographic map and have
 NT0351.an estimated accuracy of +/- 6 seconds.
 NT0351
 NT0351.The orthometric height was determined by differential leveling
 NT0351.and adjusted by the National Geodetic Survey in June 1991..
 NT0351
 NT0351.The geoid height was determined by GEOID03.
 NT0351
 NT0351.The dynamic height is computed by dividing the NAVD 88
 NT0351.geopotential number by the normal gravity value computed on the
 NT0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0351.degrees latitude (g = 980.6199 gals.).
 NT0351
 NT0351.The modeled gravity was interpolated from observed gravity values.
 NT0351
 NT0351;                    North         East    Units  Estimated Accuracy
 NT0351;SPC ID E     -    46,110.      224,910.      MT  (+/- 180 meters Scaled)
 NT0351
 NT0351                          SUPERSEDED SURVEY CONTROL
 NT0351
 NT0351  NGVD 29 (??/??/92) 1431.30   (m)         4695.9    (f) COMPUTED    2 0
 NT0351
 NT0351.Superseded values are not recommended for survey control.
 NT0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0351.See file dsdata.txt to determine how the superseded data were derived.
 NT0351
 NT0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM284591(NAD 83)
 NT0351_MARKER: DB = BENCH MARK DISK
 NT0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0351_STAMPING: G 3429
 NT0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0351+STABILITY: SURFACE MOTION
 NT0351
 NT0351  HISTORY     - Date     Condition        Report By
 NT0351  HISTORY     - UNK      MONUMENTED       CGS
 NT0351  HISTORY     - 1951     GOOD             NGS
 NT0351  HISTORY     - 1969     MARK NOT FOUND   USGS
 NT0351
 NT0351                          STATION DESCRIPTION
 NT0351
 NT0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0351'1.3 MI SE FROM PRESTON.
 NT0351'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 91 FROM THE FRANKLIN COUNTY
 NT0351'COURTHOUSE IN PRESTON, AT AN EAST AND WEST GRAVEL ROAD CROSSING, ABOUT
 NT0351'45 YARDS SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A SINCLAIR SERVICE
 NT0351'STATION, 140 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 31
 NT0351'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15 1/2 FEET
 NT0351'NORTHWEST OF TELEGRAPH POLE NO. 6, 6.5 FEET NORTHEAST OF A FENCE, 1.6
 NT0351'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 NT0351'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE
 NT0351'GROUND.
 NT0351
 NT0351                          STATION RECOVERY (1969)
 NT0351
 NT0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0359 ***********************************************************************
 OY0359  DESIGNATION -  G 343
 OY0359  PID         -  OY0359
 OY0359  STATE/COUNTY-  ID/BINGHAM
 OY0359  USGS QUAD   -  BLACKFOOT (1971)
 OY0359
 OY0359                         *CURRENT SURVEY CONTROL
 OY0359  ___________________________________________________________________
 OY0359* NAD 83(1986)-  43 12 34.     (N)    112 21 01.     (W)     SCALED    
 OY0359* NAVD 88     -      1367.794  (meters)    4487.50   (feet)  ADJUSTED  
 OY0359  ___________________________________________________________________
 OY0359  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 OY0359  DYNAMIC HT  -        1367.049 (meters)    4485.06  (feet)  COMP
 OY0359  MODELED GRAV-     980,027.7   (mgal)                       NAVD 88
 OY0359
 OY0359  VERT ORDER  -  SECOND    CLASS 0
 OY0359
 OY0359.The horizontal coordinates were scaled from a topographic map and have
 OY0359.an estimated accuracy of +/- 6 seconds.
 OY0359
 OY0359.The orthometric height was determined by differential leveling
 OY0359.and adjusted by the National Geodetic Survey in June 1991..
 OY0359
 OY0359.The geoid height was determined by GEOID03.
 OY0359
 OY0359.The dynamic height is computed by dividing the NAVD 88
 OY0359.geopotential number by the normal gravity value computed on the
 OY0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0359.degrees latitude (g = 980.6199 gals.).
 OY0359
 OY0359.The modeled gravity was interpolated from observed gravity values.
 OY0359
 OY0359;                    North         East    Units  Estimated Accuracy
 OY0359;SPC ID E     -   171,380.      185,080.      MT  (+/- 180 meters Scaled)
 OY0359
 OY0359                          SUPERSEDED SURVEY CONTROL
 OY0359
 OY0359  NGVD 29 (??/??/92) 1366.736  (m)         4484.03   (f) ADJ UNCH    2 0
 OY0359
 OY0359.Superseded values are not recommended for survey control.
 OY0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0359.See file dsdata.txt to determine how the superseded data were derived.
 OY0359
 OY0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN903849(NAD 83)
 OY0359_MARKER: DB = BENCH MARK DISK
 OY0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0359_STAMPING: G 343 1951
 OY0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0359+STABILITY: SURFACE MOTION
 OY0359
 OY0359  HISTORY     - Date     Condition        Report By
 OY0359  HISTORY     - 1951     MONUMENTED       CGS
 OY0359  HISTORY     - 1971     MARK NOT FOUND   USGS
 OY0359
 OY0359                          STATION DESCRIPTION
 OY0359
 OY0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OY0359'IN BLACKFOOT.
 OY0359'AT BLACKFOOT, AT THE ISLAND PARK AIRPORT, AT THE WIND INDICATOR, 80
 OY0359'YARDS NORTHWEST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST RUNWAY,
 OY0359'59.2 FEET SOUTHEAST OF THE BASE OF THE WIND INDICATOR, 2.1 FEET
 OY0359'SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 OY0359'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OY0359
 OY0359                          STATION RECOVERY (1971)
 OY0359
 OY0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OY0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0284 ***********************************************************************
 OX0284  DESIGNATION -  G 344
 OX0284  PID         -  OX0284
 OX0284  STATE/COUNTY-  ID/TETON
 OX0284  USGS QUAD   -  PACKSADDLE LAKE (1965)
 OX0284
 OX0284                         *CURRENT SURVEY CONTROL
 OX0284  ___________________________________________________________________
 OX0284* NAD 83(1986)-  43 52 26.     (N)    111 18 45.     (W)     SCALED    
 OX0284* NAVD 88     -      1867.986  (meters)    6128.55   (feet)  POSTED    
 OX0284  ___________________________________________________________________
 OX0284  GEOID HEIGHT-         -10.22  (meters)                     GEOID03
 OX0284  DYNAMIC HT  -        1866.870 (meters)    6124.89  (feet)  COMP
 OX0284  MODELED GRAV-     979,955.6   (mgal)                       NAVD 88
 OX0284
 OX0284  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0284
 OX0284.The horizontal coordinates were scaled from a topographic map and have
 OX0284.an estimated accuracy of +/- 6 seconds.
 OX0284
 OX0284.The orthometric height was determined by differential leveling
 OX0284.and adjusted by the National Geodetic Survey in 1992..
 OX0284.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0284.rate of 0.0 thru 1.0 mm/km.
 OX0284
 OX0284.The geoid height was determined by GEOID03.
 OX0284
 OX0284.The dynamic height is computed by dividing the NAVD 88
 OX0284.geopotential number by the normal gravity value computed on the
 OX0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0284.degrees latitude (g = 980.6199 gals.).
 OX0284
 OX0284.The modeled gravity was interpolated from observed gravity values.
 OX0284
 OX0284;                    North         East    Units  Estimated Accuracy
 OX0284;SPC ID E     -   245,540.      268,650.      MT  (+/- 180 meters Scaled)
 OX0284
 OX0284                          SUPERSEDED SURVEY CONTROL
 OX0284
 OX0284  NGVD 29 (??/??/92) 1866.782  (m)         6124.60   (f) ADJ UNCH    2 0
 OX0284
 OX0284.Superseded values are not recommended for survey control.
 OX0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0284.See file dsdata.txt to determine how the superseded data were derived.
 OX0284
 OX0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP748579(NAD 83)
 OX0284_MARKER: DB = BENCH MARK DISK
 OX0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0284_STAMPING: G 344
 OX0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0284+STABILITY: SURFACE MOTION
 OX0284
 OX0284  HISTORY     - Date     Condition        Report By
 OX0284  HISTORY     - UNK      MONUMENTED       CGS
 OX0284  HISTORY     - 1951     GOOD             NGS
 OX0284
 OX0284                          STATION DESCRIPTION
 OX0284
 OX0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0284'9.2 MI NW FROM TETONIA.
 OX0284'0.7 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0284'TETONIA, THENCE 8.5 MILES NORTHWEST ALONG U. S. HIGHWAY 20, NEAR THE
 OX0284'SUMMIT OF A HILL, 48 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OX0284'HIGHWAY, 10 FEET SOUTHEAST OF A TELEGRAPH LINE POLE NUMBER 717, 1 FOOT
 OX0284'NORTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 OX0284'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OX0284'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0419 ***********************************************************************
 RZ0419  DESIGNATION -  G 345
 RZ0419  PID         -  RZ0419
 RZ0419  STATE/COUNTY-  ID/LATAH
 RZ0419  USGS QUAD   -  TROY (1975)
 RZ0419
 RZ0419                         *CURRENT SURVEY CONTROL
 RZ0419  ___________________________________________________________________
 RZ0419* NAD 83(1986)-  46 44 11.     (N)    116 46 34.     (W)     SCALED    
 RZ0419* NAVD 88     -       758.164  (meters)    2487.41   (feet)  ADJUSTED  
 RZ0419  ___________________________________________________________________
 RZ0419  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 RZ0419  DYNAMIC HT  -         758.108 (meters)    2487.23  (feet)  COMP
 RZ0419  MODELED GRAV-     980,515.7   (mgal)                       NAVD 88
 RZ0419
 RZ0419  VERT ORDER  -  SECOND    CLASS 0
 RZ0419
 RZ0419.The horizontal coordinates were scaled from a topographic map and have
 RZ0419.an estimated accuracy of +/- 6 seconds.
 RZ0419
 RZ0419.The orthometric height was determined by differential leveling
 RZ0419.and adjusted by the National Geodetic Survey in June 1991..
 RZ0419
 RZ0419.The geoid height was determined by GEOID03.
 RZ0419
 RZ0419.The dynamic height is computed by dividing the NAVD 88
 RZ0419.geopotential number by the normal gravity value computed on the
 RZ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0419.degrees latitude (g = 980.6199 gals.).
 RZ0419
 RZ0419.The modeled gravity was interpolated from observed gravity values.
 RZ0419
 RZ0419;                    North         East    Units  Estimated Accuracy
 RZ0419;SPC ID W     -   563,800.      721,580.      MT  (+/- 180 meters Scaled)
 RZ0419
 RZ0419                          SUPERSEDED SURVEY CONTROL
 RZ0419
 RZ0419  NGVD 29 (??/??/92)  757.068  (m)         2483.81   (f) ADJ UNCH    2 0
 RZ0419
 RZ0419.Superseded values are not recommended for survey control.
 RZ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0419.See file dsdata.txt to determine how the superseded data were derived.
 RZ0419
 RZ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM171758(NAD 83)
 RZ0419_MARKER: DB = BENCH MARK DISK
 RZ0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0419_SP_SET: PILLAR
 RZ0419_STAMPING: G 345 1952
 RZ0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0419
 RZ0419  HISTORY     - Date     Condition        Report By
 RZ0419  HISTORY     - 1952     MONUMENTED       CGS
 RZ0419
 RZ0419                          STATION DESCRIPTION
 RZ0419
 RZ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0419'0.5 MI NW FROM TROY.
 RZ0419'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 8 FROM THE BANK BUILDING AT
 RZ0419'TROY, SET VERTICALLY IN THE APPROXIMATE CENTER OF THE SOUTHWEST FACE
 RZ0419'OF THE NORTHWEST PILLAR SUPPORTING THE NORTHERN PACIFIC RAILWAY
 RZ0419'OVERPASS, 14 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 RZ0419'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0462 ***********************************************************************
 RZ0462  DESIGNATION -  G 346
 RZ0462  PID         -  RZ0462
 RZ0462  STATE/COUNTY-  ID/LATAH
 RZ0462  USGS QUAD   -  GENESEE (1990)
 RZ0462
 RZ0462                         *CURRENT SURVEY CONTROL
 RZ0462  ___________________________________________________________________
 RZ0462* NAD 83(1986)-  46 33 25.     (N)    116 54 55.     (W)     SCALED    
 RZ0462* NAVD 88     -       813.046  (meters)    2667.47   (feet)  ADJUSTED  
 RZ0462  ___________________________________________________________________
 RZ0462  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 RZ0462  DYNAMIC HT  -         812.982 (meters)    2667.26  (feet)  COMP
 RZ0462  MODELED GRAV-     980,507.4   (mgal)                       NAVD 88
 RZ0462
 RZ0462  VERT ORDER  -  SECOND    CLASS 0
 RZ0462
 RZ0462.The horizontal coordinates were scaled from a topographic map and have
 RZ0462.an estimated accuracy of +/- 6 seconds.
 RZ0462
 RZ0462.The orthometric height was determined by differential leveling
 RZ0462.and adjusted by the National Geodetic Survey in June 1991..
 RZ0462
 RZ0462.The geoid height was determined by GEOID03.
 RZ0462
 RZ0462.The dynamic height is computed by dividing the NAVD 88
 RZ0462.geopotential number by the normal gravity value computed on the
 RZ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0462.degrees latitude (g = 980.6199 gals.).
 RZ0462
 RZ0462.The modeled gravity was interpolated from observed gravity values.
 RZ0462
 RZ0462;                    North         East    Units  Estimated Accuracy
 RZ0462;SPC ID W     -   544,000.      710,650.      MT  (+/- 180 meters Scaled)
 RZ0462
 RZ0462                          SUPERSEDED SURVEY CONTROL
 RZ0462
 RZ0462  NGVD 29 (??/??/92)  811.971  (m)         2663.94   (f) ADJ UNCH    2 0
 RZ0462
 RZ0462.Superseded values are not recommended for survey control.
 RZ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0462.See file dsdata.txt to determine how the superseded data were derived.
 RZ0462
 RZ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM064559(NAD 83)
 RZ0462_MARKER: DB = BENCH MARK DISK
 RZ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0462_STAMPING: G 346 1952
 RZ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0462+STABILITY: SURFACE MOTION
 RZ0462
 RZ0462  HISTORY     - Date     Condition        Report By
 RZ0462  HISTORY     - 1952     MONUMENTED       CGS
 RZ0462
 RZ0462                          STATION DESCRIPTION
 RZ0462
 RZ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0462'0.7 MI NE FROM GENESEE.
 RZ0462'0.7 MILE NORTHEAST ALONG THE OLD U. S. HIGHWAY 95 FROM THE NORTHERN
 RZ0462'PACIFIC RAILWAY STATION AT GENESEE, AT THE MAIN ENTRANCE TO THE JESS
 RZ0462'JOHNSON RANCH, 34 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 31
 RZ0462'FEET NORTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 15 1/2 FEET
 RZ0462'NORTHEAST OF A FENCE CORNER POST, 3 1/2 FEET WEST OF A TELEPHONE POLE,
 RZ0462'1.8 FEET SOUTHEAST OF A FENCE, 2.4 FEET NORTHEAST OF A WITNESS POST,
 RZ0462'ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RZ0462'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0698 ***********************************************************************
 OH0698  DESIGNATION -  G 347
 OH0698  PID         -  OH0698
 OH0698  STATE/COUNTY-  ID/CANYON
 OH0698  USGS QUAD   -  PARMA (1975)
 OH0698
 OH0698                         *CURRENT SURVEY CONTROL
 OH0698  ___________________________________________________________________
 OH0698* NAD 83(1986)-  43 46 36.     (N)    116 56 04.     (W)     SCALED    
 OH0698* NAVD 88     -       679.179  (meters)    2228.27   (feet)  ADJUSTED  
 OH0698  ___________________________________________________________________
 OH0698  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 OH0698  DYNAMIC HT  -         678.957 (meters)    2227.54  (feet)  COMP
 OH0698  MODELED GRAV-     980,271.0   (mgal)                       NAVD 88
 OH0698
 OH0698  VERT ORDER  -  FIRST     CLASS II
 OH0698
 OH0698.The horizontal coordinates were scaled from a topographic map and have
 OH0698.an estimated accuracy of +/- 6 seconds.
 OH0698
 OH0698.The orthometric height was determined by differential leveling
 OH0698.and adjusted by the National Geodetic Survey in June 1991..
 OH0698
 OH0698.The geoid height was determined by GEOID03.
 OH0698
 OH0698.The dynamic height is computed by dividing the NAVD 88
 OH0698.geopotential number by the normal gravity value computed on the
 OH0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0698.degrees latitude (g = 980.6199 gals.).
 OH0698
 OH0698.The modeled gravity was interpolated from observed gravity values.
 OH0698
 OH0698;                    North         East    Units  Estimated Accuracy
 OH0698;SPC ID W     -   235,060.      704,650.      MT  (+/- 180 meters Scaled)
 OH0698
 OH0698                          SUPERSEDED SURVEY CONTROL
 OH0698
 OH0698  NGVD 29 (??/??/92)  678.232  (m)         2225.17   (f) ADJ UNCH    1 2
 OH0698
 OH0698.Superseded values are not recommended for survey control.
 OH0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0698.See file dsdata.txt to determine how the superseded data were derived.
 OH0698
 OH0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ052470(NAD 83)
 OH0698_MARKER: DB = BENCH MARK DISK
 OH0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0698_STAMPING: G 347 1951
 OH0698_MARK LOGO: CGS   
 OH0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0698+STABILITY: SURFACE MOTION
 OH0698
 OH0698  HISTORY     - Date     Condition        Report By
 OH0698  HISTORY     - 1951     MONUMENTED       CGS
 OH0698  HISTORY     - 1983     GOOD             NGS
 OH0698
 OH0698                          STATION DESCRIPTION
 OH0698
 OH0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OH0698'0.8 MI SE FROM PARMA.
 OH0698'0.8 MILE SOUTHEAST ALONG THE STREET LEADING TO THE PARMA AIR PORT FROM
 OH0698'THE UNION PACIFIC RAILROAD STATION, AT THE NORTHEAST CORNER OF THE
 OH0698'SOUTHEAST END OF THE LANDING STRIP, 0.3 MILE SOUTHEAST OF THE OFFICE
 OH0698'AND HANGER BUILDING, 11 FEET WEST OF THE SOUTHEAST FENCE LINE OF THE
 OH0698'AIR PORT, 4.1 FEET NORTHEAST OF THE WEST END OF THELANDING STRIP
 OH0698'MARKER, 1.5 FEET EAST OF THE WITNESS POST, AND ABOUT LEVEL WITH THE
 OH0698'RUNWAY, AND SET IN THE TOP OF A CONCRETE POST.
 OH0698
 OH0698                          STATION RECOVERY (1983)
 OH0698
 OH0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0774 ***********************************************************************
 OH0774  DESIGNATION -  G 348
 OH0774  PID         -  OH0774
 OH0774  STATE/COUNTY-  ID/CANYON
 OH0774  USGS QUAD   -  CALDWELL (1971)
 OH0774
 OH0774                         *CURRENT SURVEY CONTROL
 OH0774  ___________________________________________________________________
 OH0774* NAD 83(1986)-  43 40 02.     (N)    116 42 12.     (W)     SCALED    
 OH0774* NAVD 88     -       718.347  (meters)    2356.78   (feet)  ADJUSTED  
 OH0774  ___________________________________________________________________
 OH0774  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 OH0774  DYNAMIC HT  -         718.105 (meters)    2355.98  (feet)  COMP
 OH0774  MODELED GRAV-     980,258.7   (mgal)                       NAVD 88
 OH0774
 OH0774  VERT ORDER  -  SECOND    CLASS 0
 OH0774
 OH0774.The horizontal coordinates were scaled from a topographic map and have
 OH0774.an estimated accuracy of +/- 6 seconds.
 OH0774
 OH0774.The orthometric height was determined by differential leveling
 OH0774.and adjusted by the National Geodetic Survey in June 1991..
 OH0774
 OH0774.The geoid height was determined by GEOID03.
 OH0774
 OH0774.The dynamic height is computed by dividing the NAVD 88
 OH0774.geopotential number by the normal gravity value computed on the
 OH0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0774.degrees latitude (g = 980.6199 gals.).
 OH0774
 OH0774.The modeled gravity was interpolated from observed gravity values.
 OH0774
 OH0774;                    North         East    Units  Estimated Accuracy
 OH0774;SPC ID W     -   222,660.      723,120.      MT  (+/- 180 meters Scaled)
 OH0774
 OH0774                          SUPERSEDED SURVEY CONTROL
 OH0774
 OH0774  NGVD 29 (??/??/92)  717.414  (m)         2353.72   (f) ADJ UNCH    2 0
 OH0774
 OH0774.Superseded values are not recommended for survey control.
 OH0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0774.See file dsdata.txt to determine how the superseded data were derived.
 OH0774
 OH0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ239349(NAD 83)
 OH0774_MARKER: DB = BENCH MARK DISK
 OH0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0774_STAMPING: G 348 1951
 OH0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0774+STABILITY: SURFACE MOTION
 OH0774
 OH0774  HISTORY     - Date     Condition        Report By
 OH0774  HISTORY     - 1951     MONUMENTED       CGS
 OH0774  HISTORY     - 1975     GOOD             NGS
 OH0774
 OH0774                          STATION DESCRIPTION
 OH0774
 OH0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OH0774'IN CALDWELL.
 OH0774'AT THE CALDWELL AIR PORT AT THE NORTHWEST ENTRANCE TO THE AIR PORT,
 OH0774'178.4 FEET NORTH OF THE NORTH CORNER OF THE OFFICE AND CONTROL
 OH0774'BUILDING, 53 1/2 FEET WEST OF THE CENTER LINE OF THE STREET, 20.7 FEET
 OH0774'NORTHEAST OF THE SOUTHEAST CORNER OF THE HANGER BUILDING, 14 1/2 FEET
 OH0774'NORTHWEST OF THE CENTER LINE OF THE DRIVE TO THE AIR PORT, 2 FEET
 OH0774'SOUTHWEST OF THE NORTH FENCE CORNER POST, AND ABOUT LEVEL WITH THE
 OH0774'STREET, AND SET THE TOP OF A CONCRETE POST INCASED IN A TIN 5 GALLON
 OH0774'CAN PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OH0774
 OH0774                          STATION RECOVERY (1975)
 OH0774
 OH0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OH0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0450 ***********************************************************************
 RZ0450  DESIGNATION -  G 349
 RZ0450  PID         -  RZ0450
 RZ0450  STATE/COUNTY-  ID/LATAH
 RZ0450  USGS QUAD   -  MOSCOW EAST (1975)
 RZ0450
 RZ0450                         *CURRENT SURVEY CONTROL
 RZ0450  ___________________________________________________________________
 RZ0450* NAD 83(1986)-  46 37 52.     (N)    116 55 50.     (W)     SCALED    
 RZ0450* NAVD 88     -       839.310  (meters)    2753.64   (feet)  ADJUSTED  
 RZ0450  ___________________________________________________________________
 RZ0450  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 RZ0450  DYNAMIC HT  -         839.243 (meters)    2753.42  (feet)  COMP
 RZ0450  MODELED GRAV-     980,506.4   (mgal)                       NAVD 88
 RZ0450
 RZ0450  VERT ORDER  -  SECOND    CLASS 0
 RZ0450
 RZ0450.The horizontal coordinates were scaled from a topographic map and have
 RZ0450.an estimated accuracy of +/- 6 seconds.
 RZ0450
 RZ0450.The orthometric height was determined by differential leveling
 RZ0450.and adjusted by the National Geodetic Survey in June 1991..
 RZ0450
 RZ0450.The geoid height was determined by GEOID03.
 RZ0450
 RZ0450.The dynamic height is computed by dividing the NAVD 88
 RZ0450.geopotential number by the normal gravity value computed on the
 RZ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0450.degrees latitude (g = 980.6199 gals.).
 RZ0450
 RZ0450.The modeled gravity was interpolated from observed gravity values.
 RZ0450
 RZ0450;                    North         East    Units  Estimated Accuracy
 RZ0450;SPC ID W     -   552,270.      709,600.      MT  (+/- 180 meters Scaled)
 RZ0450
 RZ0450                          SUPERSEDED SURVEY CONTROL
 RZ0450
 RZ0450  NGVD 29 (??/??/92)  838.220  (m)         2750.06   (f) ADJ UNCH    2 0
 RZ0450
 RZ0450.Superseded values are not recommended for survey control.
 RZ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0450.See file dsdata.txt to determine how the superseded data were derived.
 RZ0450
 RZ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM053641(NAD 83)
 RZ0450_MARKER: DB = BENCH MARK DISK
 RZ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0450_STAMPING: G 349 1952
 RZ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0450+STABILITY: SURFACE MOTION
 RZ0450
 RZ0450  HISTORY     - Date     Condition        Report By
 RZ0450  HISTORY     - 1952     MONUMENTED       CGS
 RZ0450
 RZ0450                          STATION DESCRIPTION
 RZ0450
 RZ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0450'7.1 MI S FROM JOEL.
 RZ0450'7.1 MILES SOUTH ALONG A GRADED COUNTY ROAD FROM THE NORTHERN PACIFIC
 RZ0450'RAILWAY STATION AT JOEL, 6.7 MILES NORTHEAST OF GENESEE, 0.15 MILE
 RZ0450'NORTH OF A GRAVEL ROAD LEADING WEST, 87 FEET SOUTHWEST OF THE CENTER
 RZ0450'OF THE T JUNCTION OF A DRIVEWAY LEADING EAST TO A RANCHHOUSE, 25 FEET
 RZ0450'WEST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET NORTH OF A POWER LINE
 RZ0450'POLE, 1.7 FEET EAST OF A FENCE, 2.1 FEET SOUTH OF A WITNESS POST,
 RZ0450'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RZ0450'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0528 ***********************************************************************
 OY0528  DESIGNATION -  G 35
 OY0528  PID         -  OY0528
 OY0528  STATE/COUNTY-  ID/BUTTE
 OY0528  USGS QUAD   -  NICHOLS RESERVOIR (1972)
 OY0528
 OY0528                         *CURRENT SURVEY CONTROL
 OY0528  ___________________________________________________________________
 OY0528* NAD 83(1986)-  43 35 42.     (N)    113 23 47.     (W)     SCALED    
 OY0528* NAVD 88     -      1632.146  (meters)    5354.80   (feet)  ADJUSTED  
 OY0528  ___________________________________________________________________
 OY0528  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 OY0528  DYNAMIC HT  -        1631.211 (meters)    5351.73  (feet)  COMP
 OY0528  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 OY0528
 OY0528  VERT ORDER  -  SECOND    CLASS 0
 OY0528
 OY0528.The horizontal coordinates were scaled from a topographic map and have
 OY0528.an estimated accuracy of +/- 6 seconds.
 OY0528
 OY0528.The orthometric height was determined by differential leveling
 OY0528.and adjusted by the National Geodetic Survey in June 1991..
 OY0528
 OY0528.The geoid height was determined by GEOID03.
 OY0528
 OY0528.The dynamic height is computed by dividing the NAVD 88
 OY0528.geopotential number by the normal gravity value computed on the
 OY0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0528.degrees latitude (g = 980.6199 gals.).
 OY0528
 OY0528.The modeled gravity was interpolated from observed gravity values.
 OY0528
 OY0528;                    North         East    Units  Estimated Accuracy
 OY0528;SPC ID C     -   214,380.      548,740.      MT  (+/- 180 meters Scaled)
 OY0528
 OY0528                          SUPERSEDED SURVEY CONTROL
 OY0528
 OY0528  NGVD 29 (??/??/92) 1631.033  (m)         5351.15   (f) ADJ UNCH    2 0
 OY0528
 OY0528.Superseded values are not recommended for survey control.
 OY0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0528.See file dsdata.txt to determine how the superseded data were derived.
 OY0528
 OY0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP065296(NAD 83)
 OY0528_MARKER: DB = BENCH MARK DISK
 OY0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0528_STAMPING: G 35 1934
 OY0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0528+STABILITY: SURFACE MOTION
 OY0528
 OY0528  HISTORY     - Date     Condition        Report By
 OY0528  HISTORY     - 1934     MONUMENTED       CGS
 OY0528  HISTORY     - 1958     GOOD             NGS
 OY0528  HISTORY     - 20020806 MARK NOT FOUND   IDTD
 OY0528
 OY0528                          STATION DESCRIPTION
 OY0528
 OY0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0528'6.2 MI SW FROM ARCO.
 OY0528'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0528'THENCE 1.2 MILES WEST ALONG A DIRT ROAD, 0.11 MILE EAST OF AN
 OY0528'IRRIGATION SIPHON, 37 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 9.0
 OY0528'FEET SOUTH OF A FENCE, 0.9 FOOT NORTH OF A WITNESS POST, ABOUT 2 FEET
 OY0528'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OY0528'0.5 FOOT ABOVE THE GROUND.
 OY0528
 OY0528                          STATION RECOVERY (2002)
 OY0528
 OY0528'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OY0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0473 ***********************************************************************
 RZ0473  DESIGNATION -  G 350
 RZ0473  PID         -  RZ0473
 RZ0473  STATE/COUNTY-  ID/LATAH
 RZ0473  USGS QUAD   -  POTLATCH (1994)
 RZ0473
 RZ0473                         *CURRENT SURVEY CONTROL
 RZ0473  ___________________________________________________________________
 RZ0473* NAD 83(1986)-  46 52 48.     (N)    116 53 29.     (W)     SCALED    
 RZ0473* NAVD 88     -       821.352  (meters)    2694.72   (feet)  ADJUSTED  
 RZ0473  ___________________________________________________________________
 RZ0473  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 RZ0473  DYNAMIC HT  -         821.276 (meters)    2694.47  (feet)  COMP
 RZ0473  MODELED GRAV-     980,494.4   (mgal)                       NAVD 88
 RZ0473
 RZ0473  VERT ORDER  -  SECOND    CLASS 0
 RZ0473
 RZ0473.The horizontal coordinates were scaled from a topographic map and have
 RZ0473.an estimated accuracy of +/- 6 seconds.
 RZ0473
 RZ0473.The orthometric height was determined by differential leveling
 RZ0473.and adjusted by the National Geodetic Survey in June 1991..
 RZ0473
 RZ0473.The geoid height was determined by GEOID03.
 RZ0473
 RZ0473.The dynamic height is computed by dividing the NAVD 88
 RZ0473.geopotential number by the normal gravity value computed on the
 RZ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0473.degrees latitude (g = 980.6199 gals.).
 RZ0473
 RZ0473.The modeled gravity was interpolated from observed gravity values.
 RZ0473
 RZ0473;                    North         East    Units  Estimated Accuracy
 RZ0473;SPC ID W     -   579,890.      713,000.      MT  (+/- 180 meters Scaled)
 RZ0473
 RZ0473                          SUPERSEDED SURVEY CONTROL
 RZ0473
 RZ0473  NGVD 29 (??/??/92)  820.214  (m)         2690.99   (f) ADJ UNCH    2 0
 RZ0473
 RZ0473.Superseded values are not recommended for survey control.
 RZ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0473.See file dsdata.txt to determine how the superseded data were derived.
 RZ0473
 RZ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM082918(NAD 83)
 RZ0473_MARKER: DB = BENCH MARK DISK
 RZ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0473_STAMPING: G 350 1952
 RZ0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0473+STABILITY: SURFACE MOTION
 RZ0473
 RZ0473  HISTORY     - Date     Condition        Report By
 RZ0473  HISTORY     - 1952     MONUMENTED       CGS
 RZ0473
 RZ0473                          STATION DESCRIPTION
 RZ0473
 RZ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0473'3.5 MI S FROM POTLATCH.
 RZ0473'0.6 MILE EAST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM THE
 RZ0473'STATION AT POTLATCH, THENCE 2.9 MILES SOUTH ALONG A GRADED COUNTY
 RZ0473'ROAD, AT THE T JUNCTION OF A ROAD LEADING SOUTH, AT A SHARP TURN IN
 RZ0473'THE ROAD, 45 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 17 FEET
 RZ0473'EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 4.2 FEET WEST OF A
 RZ0473'FENCE, 2 1/2 FEET NORTH OF A POLE USED AS A BRACE FOR A POWER LINE
 RZ0473'POLE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 RZ0473'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 RZ0473'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0554 ***********************************************************************
 RZ0554  DESIGNATION -  G 351
 RZ0554  PID         -  RZ0554
 RZ0554  STATE/COUNTY-  ID/LATAH
 RZ0554  USGS QUAD   -  LITTLE BEAR RIDGE (1990)
 RZ0554
 RZ0554                         *CURRENT SURVEY CONTROL
 RZ0554  ___________________________________________________________________
 RZ0554* NAD 83(1986)-  46 40 05.     (N)    116 43 07.     (W)     SCALED    
 RZ0554* NAVD 88     -       797.500  (meters)    2616.46   (feet)  ADJUSTED  
 RZ0554  ___________________________________________________________________
 RZ0554  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 RZ0554  DYNAMIC HT  -         797.442 (meters)    2616.27  (feet)  COMP
 RZ0554  MODELED GRAV-     980,513.7   (mgal)                       NAVD 88
 RZ0554
 RZ0554  VERT ORDER  -  SECOND    CLASS 0
 RZ0554
 RZ0554.The horizontal coordinates were scaled from a topographic map and have
 RZ0554.an estimated accuracy of +/- 6 seconds.
 RZ0554
 RZ0554.The orthometric height was determined by differential leveling
 RZ0554.and adjusted by the National Geodetic Survey in June 1991..
 RZ0554
 RZ0554.The geoid height was determined by GEOID03.
 RZ0554
 RZ0554.The dynamic height is computed by dividing the NAVD 88
 RZ0554.geopotential number by the normal gravity value computed on the
 RZ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0554.degrees latitude (g = 980.6199 gals.).
 RZ0554
 RZ0554.The modeled gravity was interpolated from observed gravity values.
 RZ0554
 RZ0554;                    North         East    Units  Estimated Accuracy
 RZ0554;SPC ID W     -   556,150.      725,880.      MT  (+/- 180 meters Scaled)
 RZ0554
 RZ0554                          SUPERSEDED SURVEY CONTROL
 RZ0554
 RZ0554  NGVD 29 (??/??/92)  796.414  (m)         2612.90   (f) ADJ UNCH    2 0
 RZ0554
 RZ0554.Superseded values are not recommended for survey control.
 RZ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0554.See file dsdata.txt to determine how the superseded data were derived.
 RZ0554
 RZ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM215683(NAD 83)
 RZ0554_MARKER: DB = BENCH MARK DISK
 RZ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0554_STAMPING: G 351 1952
 RZ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0554+STABILITY: SURFACE MOTION
 RZ0554
 RZ0554  HISTORY     - Date     Condition        Report By
 RZ0554  HISTORY     - 1952     MONUMENTED       CGS
 RZ0554  HISTORY     - 1967     GOOD             IDDT
 RZ0554
 RZ0554                          STATION DESCRIPTION
 RZ0554
 RZ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0554'6.5 MI S FROM TROY.
 RZ0554'6.5 MILES SOUTH ALONG THE KENDRICK-TROY COUNTY ROAD FROM THE FIRST
 RZ0554'BANK OF TROY AT TROY, 74.4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 RZ0554'THE MELVIN PROCUNIER RANCHHOUSE, 33 1/2 FEET SOUTHWEST OF THE CENTER
 RZ0554'LINE OF THE ROAD, 24 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY,
 RZ0554'6 1/2 FEET NORTH OF THE SOUTH ONE OF A ROW OF TREES, 1 1/2 FEET
 RZ0554'NORTHEAST OF THE YARD FENCE, 2.2 FEET NORTHWEST OF A WITNESS POST,
 RZ0554'ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RZ0554'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 RZ0554
 RZ0554                          STATION RECOVERY (1967)
 RZ0554
 RZ0554'RECOVERY NOTE BY ID DEPT OF TRANSP 1967
 RZ0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0368 ***********************************************************************
 RZ0368  DESIGNATION -  G 352
 RZ0368  PID         -  RZ0368
 RZ0368  STATE/COUNTY-  ID/NEZ PERCE
 RZ0368  USGS QUAD   -  LAPWAI (1972)
 RZ0368
 RZ0368                         *CURRENT SURVEY CONTROL
 RZ0368  ___________________________________________________________________
 RZ0368* NAD 83(1986)-  46 29 26.     (N)    116 45 48.     (W)     SCALED    
 RZ0368* NAVD 88     -       258.514  (meters)     848.14   (feet)  ADJUSTED  
 RZ0368  ___________________________________________________________________
 RZ0368  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 RZ0368  DYNAMIC HT  -         258.510 (meters)     848.13  (feet)  COMP
 RZ0368  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 RZ0368
 RZ0368  VERT ORDER  -  FIRST     CLASS II
 RZ0368
 RZ0368.The horizontal coordinates were scaled from a topographic map and have
 RZ0368.an estimated accuracy of +/- 6 seconds.
 RZ0368
 RZ0368.The orthometric height was determined by differential leveling
 RZ0368.and adjusted by the National Geodetic Survey in June 1991..
 RZ0368
 RZ0368.The geoid height was determined by GEOID03.
 RZ0368
 RZ0368.The dynamic height is computed by dividing the NAVD 88
 RZ0368.geopotential number by the normal gravity value computed on the
 RZ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0368.degrees latitude (g = 980.6199 gals.).
 RZ0368
 RZ0368.The modeled gravity was interpolated from observed gravity values.
 RZ0368
 RZ0368;                    North         East    Units  Estimated Accuracy
 RZ0368;SPC ID W     -   536,460.      722,210.      MT  (+/- 180 meters Scaled)
 RZ0368
 RZ0368                          SUPERSEDED SURVEY CONTROL
 RZ0368
 RZ0368  NGVD 29 (??/??/92)  257.512  (m)          844.85   (f) ADJ UNCH    1 2
 RZ0368
 RZ0368.Superseded values are not recommended for survey control.
 RZ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0368.See file dsdata.txt to determine how the superseded data were derived.
 RZ0368
 RZ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM181485(NAD 83)
 RZ0368_MARKER: DB = BENCH MARK DISK
 RZ0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0368_STAMPING: G 352 1952
 RZ0368_MARK LOGO: CGS   
 RZ0368_PROJECTION: FLUSH
 RZ0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0368+STABILITY: SURFACE MOTION
 RZ0368
 RZ0368  HISTORY     - Date     Condition        Report By
 RZ0368  HISTORY     - 1952     MONUMENTED       CGS
 RZ0368  HISTORY     - 1980     GOOD             NGS
 RZ0368
 RZ0368                          STATION DESCRIPTION
 RZ0368
 RZ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0368'1.1 MI NE FROM ARROW.
 RZ0368'1.1 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RZ0368'STATION AT ARROW, 102.9 FEET WEST OF THE WEST RAIL, 41.1 FEET WEST OF
 RZ0368'THE CENTER LINE OF A HIGHWAY, 4.6 FEET EAST OF A FENCE, 1.9 FEET SOUTH
 RZ0368'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 RZ0368'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RZ0368
 RZ0368                          STATION RECOVERY (1980)
 RZ0368
 RZ0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0368'4.3 KILOMETERS (2.7 MILES) NORTHEAST ALONG THE CAMAS PRAIRIE RAILWAY
 RZ0368'FROM THE NORTHEAST END OF THE STEEL TRESTLE RAILWAY BRIDGE OVER THE
 RZ0368'CLEARWATER RIVER IN SPALDING, THENCE 1.8 KILOMETER (1.1 MILES)
 RZ0368'NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY, AT THE APPROXIMATE
 RZ0368'CENTER OF THE VALLEY BETWEEN TWO HIGHWAY CUTS, 1.2 METERS (4.0 FEET)
 RZ0368'EAST OF THE WEST RIGHT-OF-WAY FENCE OF STATE HIGHWAY 3, 31.4 METERS
 RZ0368'(103 FEET) WEST OF THE WEST RAIL OF THE TRACKS, 12.5 METERS (41.0
 RZ0368'FEET) WEST OF THE CENTERLINE OF THE HIGHWAY.
 RZ0368'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 RZ0368'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0556 ***********************************************************************
 SV0556  DESIGNATION -  G 353
 SV0556  PID         -  SV0556
 SV0556  STATE/COUNTY-  ID/KOOTENAI
 SV0556  USGS QUAD   -  MICA BAY (1996)
 SV0556
 SV0556                         *CURRENT SURVEY CONTROL
 SV0556  ___________________________________________________________________
 SV0556* NAD 83(1986)-  47 35 38.     (N)    116 46 57.     (W)     SCALED    
 SV0556* NAVD 88     -       653.444  (meters)    2143.84   (feet)  ADJUSTED  
 SV0556  ___________________________________________________________________
 SV0556  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SV0556  DYNAMIC HT  -         653.465 (meters)    2143.91  (feet)  COMP
 SV0556  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 SV0556
 SV0556  VERT ORDER  -  SECOND    CLASS 0
 SV0556
 SV0556.The horizontal coordinates were scaled from a topographic map and have
 SV0556.an estimated accuracy of +/- 6 seconds.
 SV0556
 SV0556.The orthometric height was determined by differential leveling
 SV0556.and adjusted by the National Geodetic Survey in June 1991..
 SV0556
 SV0556.The geoid height was determined by GEOID03.
 SV0556
 SV0556.The dynamic height is computed by dividing the NAVD 88
 SV0556.geopotential number by the normal gravity value computed on the
 SV0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0556.degrees latitude (g = 980.6199 gals.).
 SV0556
 SV0556.The modeled gravity was interpolated from observed gravity values.
 SV0556
 SV0556;                    North         East    Units  Estimated Accuracy
 SV0556;SPC ID W     -   659,130.      722,350.      MT  (+/- 180 meters Scaled)
 SV0556
 SV0556                          SUPERSEDED SURVEY CONTROL
 SV0556
 SV0556  NGVD 29 (??/??/92)  652.326  (m)         2140.17   (f) ADJ UNCH    2 0
 SV0556
 SV0556.Superseded values are not recommended for survey control.
 SV0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0556.See file dsdata.txt to determine how the superseded data were derived.
 SV0556
 SV0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN163711(NAD 83)
 SV0556_MARKER: DB = BENCH MARK DISK
 SV0556_SETTING: 66 = SET IN ROCK OUTCROP
 SV0556_SP_SET: ROCK CUT
 SV0556_STAMPING: G 353 1952
 SV0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0556+STABILITY: POSITION/ELEVATION WELL
 SV0556
 SV0556  HISTORY     - Date     Condition        Report By
 SV0556  HISTORY     - 1952     MONUMENTED       CGS
 SV0556
 SV0556                          STATION DESCRIPTION
 SV0556
 SV0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SV0556'16.2 MI NW FROM HARRISON.
 SV0556'16.2 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0556'OFFICE AT HARRISON, 0.65 MILE NORTHEAST OF DRIFTWOOD POINT, 0.2 MILE
 SV0556'SOUTHWEST OF GOTHAM BAY, IN THE TOP OF A SHELF OF A ROCK CUT, 1.1 FEET
 SV0556'SOUTH OF THE NORTH TOE OF THE SHELF, 95 FEET NORTHEAST OF THE
 SV0556'NORTHEAST END OF A CURVE, 17 FEET SOUTHEAST OF THE CENTER LINE OF THE
 SV0556'HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0356 ***********************************************************************
 NT0356  DESIGNATION -  G 3533
 NT0356  PID         -  NT0356
 NT0356  STATE/COUNTY-  ID/FRANKLIN
 NT0356  USGS QUAD   -  FRANKLIN (1969)
 NT0356
 NT0356                         *CURRENT SURVEY CONTROL
 NT0356  ___________________________________________________________________
 NT0356* NAD 83(1986)-  42 02 57.     (N)    111 49 05.     (W)     SCALED    
 NT0356* NAVD 88     -      1393.909  (meters)    4573.18   (feet)  ADJUSTED  
 NT0356  ___________________________________________________________________
 NT0356  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NT0356  DYNAMIC HT  -        1392.946 (meters)    4570.02  (feet)  COMP
 NT0356  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 NT0356
 NT0356  VERT ORDER  -  SECOND    CLASS 0
 NT0356
 NT0356.The horizontal coordinates were scaled from a topographic map and have
 NT0356.an estimated accuracy of +/- 6 seconds.
 NT0356
 NT0356.The orthometric height was determined by differential leveling
 NT0356.and adjusted by the National Geodetic Survey in June 1991..
 NT0356
 NT0356.The geoid height was determined by GEOID03.
 NT0356
 NT0356.The dynamic height is computed by dividing the NAVD 88
 NT0356.geopotential number by the normal gravity value computed on the
 NT0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0356.degrees latitude (g = 980.6199 gals.).
 NT0356
 NT0356.The modeled gravity was interpolated from observed gravity values.
 NT0356
 NT0356;                    North         East    Units  Estimated Accuracy
 NT0356;SPC ID E     -    42,540.      228,860.      MT  (+/- 180 meters Scaled)
 NT0356
 NT0356                          SUPERSEDED SURVEY CONTROL
 NT0356
 NT0356  NGVD 29 (??/??/92) 1392.89   (m)         4569.8    (f) COMPUTED    2 0
 NT0356
 NT0356.Superseded values are not recommended for survey control.
 NT0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0356.See file dsdata.txt to determine how the superseded data were derived.
 NT0356
 NT0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM323555(NAD 83)
 NT0356_MARKER: DB = BENCH MARK DISK
 NT0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0356_STAMPING: G 3533
 NT0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0356+STABILITY: SURFACE MOTION
 NT0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0356+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 NT0356
 NT0356  HISTORY     - Date     Condition        Report By
 NT0356  HISTORY     - UNK      MONUMENTED       CGS
 NT0356  HISTORY     - 1951     GOOD             NGS
 NT0356  HISTORY     - 20050717 GOOD             GEOCAC
 NT0356
 NT0356                          STATION DESCRIPTION
 NT0356
 NT0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0356'2.7 MI NW FROM FRANKLIN.
 NT0356'0.8 MILES NORTHWEST ALONG U. S. HIGHWAY 91 FROM THE POST OFFICE IN
 NT0356'FRANKLIN, THENCE 0.3 MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE 0.7
 NT0356'MILES NORTHWEST ALONG AN ASPHALT COUNTY ROAD, 0.9 MILES NORTH ALONG A
 NT0356'GRAVEL ROAD, AT A GRAVEL ROAD CROSSING, ON THE EAST BANK OF A SMALL
 NT0356'IRRIGATION CANAL, ABOUT 0.2 MILES SOUTH OF U. S. HIGHWAY 91, 136 FEET
 NT0356'SOUTH OF THE CENTER LINE OF AN EAST AND WEST GRAVEL ROAD, 22 FEET WEST
 NT0356'OF THE CENTER LINE OF A NORTH AND SOUTH GRAVEL ROAD, 2.3 FEET FROM A
 NT0356'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 NT0356'CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND.
 NT0356
 NT0356                          STATION RECOVERY (2005)
 NT0356
 NT0356'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NT0356'THE STATION IS 136 FEET SOUTH OF THE CENTERLINE OF EAST 2800 SOUTH
 NT0356'ROAD, 22 FEET WEST OF THE CENTERLINE OF 2400 EAST ROAD, IN THE
 NT0356'SOUTHWEST CORNER OF THE YARD OF A PRIVATE RESIDENCE, AND AT HANDHELD
 NT0356'COORDINATES N42-02-57.54 W111-49-05.34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0357 ***********************************************************************
 NT0357  DESIGNATION -  G 3535
 NT0357  PID         -  NT0357
 NT0357  STATE/COUNTY-  ID/FRANKLIN
 NT0357  USGS QUAD   -  FRANKLIN (1969)
 NT0357
 NT0357                         *CURRENT SURVEY CONTROL
 NT0357  ___________________________________________________________________
 NT0357* NAD 83(1986)-  42 02 05.     (N)    111 48 58.     (W)     SCALED    
 NT0357* NAVD 88     -      1390.580  (meters)    4562.26   (feet)  ADJUSTED  
 NT0357  ___________________________________________________________________
 NT0357  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 NT0357  DYNAMIC HT  -        1389.625 (meters)    4559.13  (feet)  COMP
 NT0357  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 NT0357
 NT0357  VERT ORDER  -  SECOND    CLASS 0
 NT0357
 NT0357.The horizontal coordinates were scaled from a topographic map and have
 NT0357.an estimated accuracy of +/- 6 seconds.
 NT0357
 NT0357.The orthometric height was determined by differential leveling
 NT0357.and adjusted by the National Geodetic Survey in June 1991..
 NT0357
 NT0357.The geoid height was determined by GEOID03.
 NT0357
 NT0357.The dynamic height is computed by dividing the NAVD 88
 NT0357.geopotential number by the normal gravity value computed on the
 NT0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0357.degrees latitude (g = 980.6199 gals.).
 NT0357
 NT0357.The modeled gravity was interpolated from observed gravity values.
 NT0357
 NT0357;                    North         East    Units  Estimated Accuracy
 NT0357;SPC ID E     -    40,940.      229,030.      MT  (+/- 180 meters Scaled)
 NT0357
 NT0357                          SUPERSEDED SURVEY CONTROL
 NT0357
 NT0357  NGVD 29 (??/??/92) 1389.57   (m)         4558.9    (f) COMPUTED    2 0
 NT0357
 NT0357.Superseded values are not recommended for survey control.
 NT0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0357.See file dsdata.txt to determine how the superseded data were derived.
 NT0357
 NT0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM324539(NAD 83)
 NT0357_MARKER: DB = BENCH MARK DISK
 NT0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0357_STAMPING: G 3535
 NT0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0357+STABILITY: SURFACE MOTION
 NT0357
 NT0357  HISTORY     - Date     Condition        Report By
 NT0357  HISTORY     - UNK      MONUMENTED       CGS
 NT0357  HISTORY     - 1951     GOOD             NGS
 NT0357
 NT0357                          STATION DESCRIPTION
 NT0357
 NT0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0357'1.6 MI NW FROM FRANKLIN.
 NT0357'ABOUT 0.8 MILES NORTHWEST ALONG U. S. HIGHWAY 91 FROM THE POST OFFICE
 NT0357'IN FRANKLIN, THENCE 0.3 MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 NT0357'0.5 MILES NORTHWEST ALONG AN ASPHALT ROAD, AT A DIM TRACK ROAD LEADING
 NT0357'SOUTHEAST, 95.3 FEET NORTHWEST OF BENCH MARK 33 (USBR), 71 FEET
 NT0357'NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD LEADING SOUTHEAST, 62
 NT0357'1/2 FEET NORTHEAST OF THE CENTER LINE OF A COUNTY ROAD, 18 FEET NORTH
 NT0357'OF A TELEGRAPH POLE WITH A GUY WIRE, 2.3 FEET SOUTHWEST OF A FENCE,
 NT0357'1.4 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 NT0357'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE
 NT0357'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0736 ***********************************************************************
 OY0736  DESIGNATION -  G 36
 OY0736  PID         -  OY0736
 OY0736  STATE/COUNTY-  ID/CUSTER
 OY0736  USGS QUAD   -  MACKAY RESERVOIR (1991)
 OY0736
 OY0736                         *CURRENT SURVEY CONTROL
 OY0736  ___________________________________________________________________
 OY0736* NAD 83(1986)-  43 56 06.     (N)    113 38 22.     (W)     SCALED    
 OY0736* NAVD 88     -      1812.284  (meters)    5945.80   (feet)  POSTED    
 OY0736  ___________________________________________________________________
 OY0736  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 OY0736  DYNAMIC HT  -        1811.170 (meters)    5942.15  (feet)  COMP
 OY0736  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 OY0736
 OY0736  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0736
 OY0736.The horizontal coordinates were scaled from a topographic map and have
 OY0736.an estimated accuracy of +/- 6 seconds.
 OY0736
 OY0736.The orthometric height was determined by differential leveling
 OY0736.and adjusted by the National Geodetic Survey in 1992..
 OY0736.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0736.rate greater than 8.0 mm/km.
 OY0736
 OY0736.The geoid height was determined by GEOID03.
 OY0736
 OY0736.The dynamic height is computed by dividing the NAVD 88
 OY0736.geopotential number by the normal gravity value computed on the
 OY0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0736.degrees latitude (g = 980.6199 gals.).
 OY0736
 OY0736.The modeled gravity was interpolated from observed gravity values.
 OY0736
 OY0736;                    North         East    Units  Estimated Accuracy
 OY0736;SPC ID C     -   252,040.      528,950.      MT  (+/- 180 meters Scaled)
 OY0736
 OY0736                          SUPERSEDED SURVEY CONTROL
 OY0736
 OY0736  NGVD 29 (??/??/92) 1811.259  (m)         5942.44   (f) ADJ UNCH    2 0
 OY0736
 OY0736.Superseded values are not recommended for survey control.
 OY0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0736.See file dsdata.txt to determine how the superseded data were derived.
 OY0736
 OY0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP881680(NAD 83)
 OY0736_MARKER: DB = BENCH MARK DISK
 OY0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0736_STAMPING: G 36 1934
 OY0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0736+STABILITY: SURFACE MOTION
 OY0736
 OY0736  HISTORY     - Date     Condition        Report By
 OY0736  HISTORY     - 1934     MONUMENTED       CGS
 OY0736  HISTORY     - 1936     GOOD             NGS
 OY0736
 OY0736                          STATION DESCRIPTION
 OY0736
 OY0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0736'2.4 MI NW FROM MACKAY.
 OY0736'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE OREGON SHORT LINE
 OY0736'RAILROAD STATION AT MACKAY, CUSTER COUNTY, 0.3 MILES WEST OF THE
 OY0736'COTTONWOOD GROVE DANCE PAVILLION, 516 FEET SOUTH OF THE SAMUEL HILE
 OY0736'RANCH HOUSE, 124 FEET NORTHWEST OF THE EAST CORNER OF A FENCE, 100
 OY0736'FEET WEST OF THE CENTER OF A WAGON GATE ON THE NORTHEAST SIDE OF THE
 OY0736'HIGHWAY, 36 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2
 OY0736'FEET NORTHEAST OF A WIRE FENCE.  A STANDARD DISK, STAMPED G 36 1934
 OY0736'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0432 ***********************************************************************
 NT0432  DESIGNATION -  G 360
 NT0432  PID         -  NT0432
 NT0432  STATE/COUNTY-  ID/CARIBOU
 NT0432  USGS QUAD   -  CHINA HAT (1981)
 NT0432
 NT0432                         *CURRENT SURVEY CONTROL
 NT0432  ___________________________________________________________________
 NT0432* NAD 83(1986)-  42 49 35.     (N)    111 33 14.     (W)     SCALED    
 NT0432* NAVD 88     -      1869.441  (meters)    6133.32   (feet)  ADJUSTED  
 NT0432  ___________________________________________________________________
 NT0432  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 NT0432  DYNAMIC HT  -        1868.133 (meters)    6129.03  (feet)  COMP
 NT0432  MODELED GRAV-     979,854.5   (mgal)                       NAVD 88
 NT0432
 NT0432  VERT ORDER  -  SECOND    CLASS 0
 NT0432
 NT0432.The horizontal coordinates were scaled from a topographic map and have
 NT0432.an estimated accuracy of +/- 6 seconds.
 NT0432
 NT0432.The orthometric height was determined by differential leveling
 NT0432.and adjusted by the National Geodetic Survey in June 1991..
 NT0432
 NT0432.The geoid height was determined by GEOID03.
 NT0432
 NT0432.The dynamic height is computed by dividing the NAVD 88
 NT0432.geopotential number by the normal gravity value computed on the
 NT0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0432.degrees latitude (g = 980.6199 gals.).
 NT0432
 NT0432.The modeled gravity was interpolated from observed gravity values.
 NT0432
 NT0432;                    North         East    Units  Estimated Accuracy
 NT0432;SPC ID E     -   129,000.      250,100.      MT  (+/- 180 meters Scaled)
 NT0432
 NT0432                          SUPERSEDED SURVEY CONTROL
 NT0432
 NT0432  NGVD 29 (??/??/92) 1868.197  (m)         6129.24   (f) ADJ UNCH    2 0
 NT0432
 NT0432.Superseded values are not recommended for survey control.
 NT0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0432.See file dsdata.txt to determine how the superseded data were derived.
 NT0432
 NT0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN547416(NAD 83)
 NT0432_MARKER: DB = BENCH MARK DISK
 NT0432_SETTING: 0 = UNSPECIFIED SETTING
 NT0432_STAMPING: G 360 1951
 NT0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0432
 NT0432  HISTORY     - Date     Condition        Report By
 NT0432  HISTORY     - 1951     MONUMENTED       CGS
 NT0432
 NT0432                          STATION DESCRIPTION
 NT0432
 NT0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0432'13.1 MI N FROM SODA SPRINGS.
 NT0432'13.1 MILES NORTH ALONG THE STATE HIGHWAY 34 FROM SODA SPRINGS, 6.3
 NT0432'MILES SOUTH OF HENRY CARIBOU CO., 0.25 MILE NORTH OF THREE METAL
 NT0432'STORAGE TANKS ON THE LEFT, 120 FEET NORTHEAST OF A STEEL BRIDGE AT THE
 NT0432'JUNCTION OF HIGHWAY 34 AND BLACKFOOT RIVER ROAD, 45 FEET NORTH OF THE
 NT0432'CENTER LINE OF THE BLACKFOOT RIVER ROAD, 70 FEET EAST OF THE CENTER
 NT0432'LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0332 ***********************************************************************
 RZ0332  DESIGNATION -  G 362
 RZ0332  PID         -  RZ0332
 RZ0332  STATE/COUNTY-  ID/NEZ PERCE
 RZ0332  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ0332
 RZ0332                         *CURRENT SURVEY CONTROL
 RZ0332  ___________________________________________________________________
 RZ0332* NAD 83(1986)-  46 26 03.     (N)    116 58 17.     (W)     SCALED    
 RZ0332* NAVD 88     -       234.145  (meters)     768.19   (feet)  ADJUSTED  
 RZ0332  ___________________________________________________________________
 RZ0332  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 RZ0332  DYNAMIC HT  -         234.140 (meters)     768.17  (feet)  COMP
 RZ0332  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 RZ0332
 RZ0332  VERT ORDER  -  SECOND    CLASS 0
 RZ0332
 RZ0332.The horizontal coordinates were scaled from a topographic map and have
 RZ0332.an estimated accuracy of +/- 6 seconds.
 RZ0332
 RZ0332.The orthometric height was determined by differential leveling
 RZ0332.and adjusted by the National Geodetic Survey in June 1991..
 RZ0332
 RZ0332.The geoid height was determined by GEOID03.
 RZ0332
 RZ0332.The dynamic height is computed by dividing the NAVD 88
 RZ0332.geopotential number by the normal gravity value computed on the
 RZ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0332.degrees latitude (g = 980.6199 gals.).
 RZ0332
 RZ0332.The modeled gravity was interpolated from observed gravity values.
 RZ0332
 RZ0332;                    North         East    Units  Estimated Accuracy
 RZ0332;SPC ID W     -   530,420.      706,140.      MT  (+/- 180 meters Scaled)
 RZ0332
 RZ0332                          SUPERSEDED SURVEY CONTROL
 RZ0332
 RZ0332  NGVD 29 (??/??/92)  233.151  (m)          764.93   (f) ADJ UNCH    2 0
 RZ0332
 RZ0332.Superseded values are not recommended for survey control.
 RZ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0332.See file dsdata.txt to determine how the superseded data were derived.
 RZ0332
 RZ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM021422(NAD 83)
 RZ0332_MARKER: DB = BENCH MARK DISK
 RZ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0332_STAMPING: G 362 1959
 RZ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0332+STABILITY: SURFACE MOTION
 RZ0332
 RZ0332  HISTORY     - Date     Condition        Report By
 RZ0332  HISTORY     - 1959     MONUMENTED       DOD
 RZ0332  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0332
 RZ0332                          STATION DESCRIPTION
 RZ0332
 RZ0332'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0332'3.1 MI E FROM LEWISTON.
 RZ0332'APPROXIMATELY 3.1 MILES EAST FROM THE NEZ PERCE COUNTY COURTHOUSE AT
 RZ0332'LEWISTON, ALONG STATE HIGHWAY 95, ON THE RIGHT BANK OF THE CLEARWATER
 RZ0332'RIVER, ABOUT 64 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 95, 12 FEET
 RZ0332'NORTH FROM THE TOP OF THE RIVER BANK, 9 FEET SOUTH OF A TRACK ROAD, 3
 RZ0332'FEET SOUTHEAST OF A WHITE 2- BY 2-INCH WOODEN WITNESS POST.  A
 RZ0332'STANDARD CORPS OF ENGINEERS BRONZE MARKER SET IN THE TOP OF A CONCRETE
 RZ0332'POST.
 RZ0332
 RZ0332                          STATION RECOVERY (1980)
 RZ0332
 RZ0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0332'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0387 ***********************************************************************
 RZ0387  DESIGNATION -  G 363
 RZ0387  PID         -  RZ0387
 RZ0387  STATE/COUNTY-  ID/NEZ PERCE
 RZ0387  USGS QUAD   -  JULIAETTA (1990)
 RZ0387
 RZ0387                         *CURRENT SURVEY CONTROL
 RZ0387  ___________________________________________________________________
 RZ0387* NAD 83(1986)-  46 30 53.     (N)    116 39 31.     (W)     SCALED    
 RZ0387* NAVD 88     -       269.524  (meters)     884.26   (feet)  ADJUSTED  
 RZ0387  ___________________________________________________________________
 RZ0387  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 RZ0387  DYNAMIC HT  -         269.523 (meters)     884.26  (feet)  COMP
 RZ0387  MODELED GRAV-     980,605.8   (mgal)                       NAVD 88
 RZ0387
 RZ0387  VERT ORDER  -  SECOND    CLASS 0
 RZ0387
 RZ0387.The horizontal coordinates were scaled from a topographic map and have
 RZ0387.an estimated accuracy of +/- 6 seconds.
 RZ0387
 RZ0387.The orthometric height was determined by differential leveling
 RZ0387.and adjusted by the National Geodetic Survey in June 1991..
 RZ0387
 RZ0387.The geoid height was determined by GEOID03.
 RZ0387
 RZ0387.The dynamic height is computed by dividing the NAVD 88
 RZ0387.geopotential number by the normal gravity value computed on the
 RZ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0387.degrees latitude (g = 980.6199 gals.).
 RZ0387
 RZ0387.The modeled gravity was interpolated from observed gravity values.
 RZ0387
 RZ0387;                    North         East    Units  Estimated Accuracy
 RZ0387;SPC ID W     -   539,050.      730,280.      MT  (+/- 180 meters Scaled)
 RZ0387
 RZ0387                          SUPERSEDED SURVEY CONTROL
 RZ0387
 RZ0387  NGVD 29 (??/??/92)  268.522  (m)          880.98   (f) ADJ UNCH    2 0
 RZ0387
 RZ0387.Superseded values are not recommended for survey control.
 RZ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0387.See file dsdata.txt to determine how the superseded data were derived.
 RZ0387
 RZ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM261512(NAD 83)
 RZ0387_MARKER: DD = SURVEY DISK
 RZ0387_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0387_SP_SET: ROCK OUTCROP
 RZ0387_STAMPING: G 363 1959
 RZ0387_MARK LOGO: USE   
 RZ0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0387+STABILITY: POSITION/ELEVATION WELL
 RZ0387
 RZ0387  HISTORY     - Date     Condition        Report By
 RZ0387  HISTORY     - 1959     MONUMENTED       DOD
 RZ0387  HISTORY     - 1980     GOOD             NGS
 RZ0387
 RZ0387                          STATION DESCRIPTION
 RZ0387
 RZ0387'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0387'22.26 MI E FROM LEWISTON.
 RZ0387'APPROXIMATELY 22.26 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0387'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0387'CLEARWATER RIVER, ABOUT 90 FEET DOWNSTREAM FROM A CLUMP OF THREE
 RZ0387'10-INCH COTTONWOOD TREES, 45 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 RZ0387'9, ABOUT 20 FEET HIGHER THAN THE HIGHWAY, 8 FEET SOUTHEAST OF A 2- BY
 RZ0387'2-INCH WHITE WOODEN WITNESS POST.  A STANDARD CORPS OF ENGINEERS
 RZ0387'BRONZE MARKER CEMENTED IN THE TOP OF A SMALL ROCK OUTCROP AND MARKED
 RZ0387'WITH WHITE PAINT.
 RZ0387
 RZ0387                          STATION RECOVERY (1980)
 RZ0387
 RZ0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0387'BENCH MARK RECOVERD ON THIS DATE AS PREVIOUSLY DESCRIBED. NOTE-MARK
 RZ0387'NOT LEVELED TO THIS SURVEY BECAUSE BOULDER IS IN ROCK SLIDE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0210 ***********************************************************************
 RZ0210  DESIGNATION -  G 364
 RZ0210  PID         -  RZ0210
 RZ0210  STATE/COUNTY-  ID/CLEARWATER
 RZ0210  USGS QUAD   -  AHSAHKA (1994)
 RZ0210
 RZ0210                         *CURRENT SURVEY CONTROL
 RZ0210  ___________________________________________________________________
 RZ0210* NAD 83(1992)-  46 30 07.94885(N)    116 21 09.68008(W)     ADJUSTED  
 RZ0210* NAVD 88     -       300.104  (meters)     984.59   (feet)  ADJUSTED  
 RZ0210  ___________________________________________________________________
 RZ0210  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 RZ0210  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 RZ0210  DYNAMIC HT  -         300.095 (meters)     984.56  (feet)  COMP
 RZ0210  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 RZ0210
 RZ0210  HORZ ORDER  -  SECOND
 RZ0210  VERT ORDER  -  SECOND    CLASS 0
 RZ0210
 RZ0210.The horizontal coordinates were established by classical geodetic methods
 RZ0210.and adjusted by the National Geodetic Survey in July 1992..
 RZ0210
 RZ0210.The orthometric height was determined by differential leveling
 RZ0210.and adjusted by the National Geodetic Survey in June 1991..
 RZ0210
 RZ0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ0210
 RZ0210.The geoid height was determined by GEOID03.
 RZ0210
 RZ0210.The dynamic height is computed by dividing the NAVD 88
 RZ0210.geopotential number by the normal gravity value computed on the
 RZ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0210.degrees latitude (g = 980.6199 gals.).
 RZ0210
 RZ0210.The modeled gravity was interpolated from observed gravity values.
 RZ0210
 RZ0210;                    North         East     Units Scale Factor Converg.
 RZ0210;SPC ID W     -   537,436.614   753,741.037   MT  0.99995963   -0 26 13.9
 RZ0210;UTM  11      - 5,150,052.234   549,667.338   MT  0.99963032   +0 28 10.5
 RZ0210
 RZ0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ0210!SPC ID W     -   0.99995568  x   0.99995963  =   0.99991531
 RZ0210!UTM  11      -   0.99995568  x   0.99963032  =   0.99958601
 RZ0210
 RZ0210                          SUPERSEDED SURVEY CONTROL
 RZ0210
 RZ0210  NAD 83(1986)-  46 30 07.95476(N)    116 21 09.67563(W) AD(       ) 2
 RZ0210  NAD 27      -  46 30 08.30990(N)    116 21 06.16650(W) AD(       ) 2
 RZ0210  NGVD 29 (??/??/92)  299.092  (m)          981.27   (f) ADJ UNCH    2 0
 RZ0210
 RZ0210.Superseded values are not recommended for survey control.
 RZ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0210.See file dsdata.txt to determine how the superseded data were derived.
 RZ0210
 RZ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM4966750052(NAD 83)
 RZ0210_MARKER: DD = SURVEY DISK
 RZ0210_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0210_SP_SET: GRANITE OUTCROP
 RZ0210_STAMPING: G 364 1959
 RZ0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0210+STABILITY: POSITION/ELEVATION WELL
 RZ0210
 RZ0210  HISTORY     - Date     Condition        Report By
 RZ0210  HISTORY     - 1959     MONUMENTED       CGS
 RZ0210  HISTORY     - 1959     GOOD             DOD
 RZ0210  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0210
 RZ0210                          STATION DESCRIPTION
 RZ0210
 RZ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ0210'APPROXIMATELY 39.16 MILES EAST ALONG STATE HIGHWAYS 95 AND 9
 RZ0210'FROM THE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF
 RZ0210'THE CLEARWATER RIVER, ABOUT 125 FEET DOWNSTREAM FROM A HIGHWAY
 RZ0210'SIGN (SCHOOL BUS STOP 500 FEET), 30 FEET SOUTH OF THE CENTERLINE
 RZ0210'OF HIGHWAY 9, AND AT THE TOE OF A ROCK BLUFF.  A STANDARD CORPS
 RZ0210'OF ENGINEERS BRONZE MARKER CEMENTED IN THE TOP OF A GRANITE
 RZ0210'OUTCROP AND MARKED WITH WHITE PAINT.  STAMPED G 364 1959.
 RZ0210
 RZ0210                          STATION RECOVERY (1959)
 RZ0210
 RZ0210'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 RZ0210'39.16 MI E FROM LEWISTON.
 RZ0210'IN CLEARWATER COUNTY, APPROXIMATELY 39.16 MILES EAST ALONG STATE
 RZ0210'HIGHWAYS 95 AND 9 FROM THE COUNTY COURTHOUSE AT LEWISTON, NEZ PERCE
 RZ0210'COUNTY, ON THE LEFT BANK OF THE CLEARWATER RIVER, ABOUT 125 FEET
 RZ0210'DOWNSTREAM FROM A HIGHWAY SIGN (SCHOOL BUS STOP 500 FEET), 30 FEET
 RZ0210'SOUTH OF THE CENTERLINE OF HIGHWAY 9, AND AT THE TOE OF A ROCK BLUFF.
 RZ0210'A STANDARD CORPS OF ENGINEERS BRONZE MARKER CEMENTED IN THE TOP OF A
 RZ0210'GRANITE OUTCROP AND MARKED WITH WHITE PAINT.
 RZ0210
 RZ0210                          STATION RECOVERY (1980)
 RZ0210
 RZ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0210'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 RZ0210'BEDROCK DESCRIBED HAS BEEN BLASTED FOR HIGHWAY WIDENING, MARK PRESUMED
 RZ0210'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0500 ***********************************************************************
 RY0500  DESIGNATION -  G 365
 RY0500  PID         -  RY0500
 RY0500  STATE/COUNTY-  ID/IDAHO
 RY0500  USGS QUAD   -  GODDARD POINT (1995)
 RY0500
 RY0500                         *CURRENT SURVEY CONTROL
 RY0500  ___________________________________________________________________
 RY0500* NAD 83(1986)-  46 05 35.     (N)    115 31 36.     (W)     SCALED    
 RY0500* NAVD 88     -       472.305  (meters)    1549.55   (feet)  ADJUSTED  
 RY0500  ___________________________________________________________________
 RY0500  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RY0500  DYNAMIC HT  -         472.240 (meters)    1549.34  (feet)  COMP
 RY0500  MODELED GRAV-     980,464.0   (mgal)                       NAVD 88
 RY0500
 RY0500  VERT ORDER  -  SECOND    CLASS 0
 RY0500
 RY0500.The horizontal coordinates were scaled from a topographic map and have
 RY0500.an estimated accuracy of +/- 6 seconds.
 RY0500
 RY0500.The orthometric height was determined by differential leveling
 RY0500.and adjusted by the National Geodetic Survey in June 1991..
 RY0500
 RY0500.The geoid height was determined by GEOID03.
 RY0500
 RY0500.The dynamic height is computed by dividing the NAVD 88
 RY0500.geopotential number by the normal gravity value computed on the
 RY0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0500.degrees latitude (g = 980.6199 gals.).
 RY0500
 RY0500.The modeled gravity was interpolated from observed gravity values.
 RY0500
 RY0500;                    North         East    Units  Estimated Accuracy
 RY0500;SPC ID W     -   491,810.      817,270.      MT  (+/- 180 meters Scaled)
 RY0500
 RY0500                          SUPERSEDED SURVEY CONTROL
 RY0500
 RY0500  NGVD 29 (??/??/92)  471.200  (m)         1545.93   (f) ADJ UNCH    2 0
 RY0500
 RY0500.Superseded values are not recommended for survey control.
 RY0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0500.See file dsdata.txt to determine how the superseded data were derived.
 RY0500
 RY0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM138054(NAD 83)
 RY0500_MARKER: DB = BENCH MARK DISK
 RY0500_SETTING: 66 = SET IN ROCK OUTCROP
 RY0500_SP_SET: OUTCROP
 RY0500_STAMPING: G 365 1965
 RY0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0500+STABILITY: POSITION/ELEVATION WELL
 RY0500
 RY0500  HISTORY     - Date     Condition        Report By
 RY0500  HISTORY     - 1965     MONUMENTED       CGS
 RY0500
 RY0500                          STATION DESCRIPTION
 RY0500
 RY0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0500'6.1 MI SE FROM LOWELL.
 RY0500'6.1 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0500'U.S. HIGHWAY 12, AT LOWELL, 0.1 MILE NORTHWEST OF THE JUNCTION OF THE
 RY0500'ENTRANCE ROAD TO KETTLE CREEK RANCH, ABOUT MIDWAY BETWEEN TWO SHARP
 RY0500'CURVES, IN THE TOP OF A 20- BY 15-FOOT OUTCROP IN A CUT, 15 FEET WEST
 RY0500'OF THE CENTER LINE OF THE ROAD, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0363 ***********************************************************************
 RY0363  DESIGNATION -  G 366
 RY0363  PID         -  RY0363
 RY0363  STATE/COUNTY-  ID/IDAHO
 RY0363  USGS QUAD   -  FOG MOUNTAIN (1995)
 RY0363
 RY0363                         *CURRENT SURVEY CONTROL
 RY0363  ___________________________________________________________________
 RY0363* NAD 83(1986)-  46 05 01.     (N)    115 08 08.     (W)     SCALED    
 RY0363* NAVD 88     -       573.303  (meters)    1880.91   (feet)  ADJUSTED  
 RY0363  ___________________________________________________________________
 RY0363  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 RY0363  DYNAMIC HT  -         573.069 (meters)    1880.14  (feet)  COMP
 RY0363  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 RY0363
 RY0363  VERT ORDER  -  SECOND    CLASS 0
 RY0363
 RY0363.The horizontal coordinates were scaled from a topographic map and have
 RY0363.an estimated accuracy of +/- 6 seconds.
 RY0363
 RY0363.The orthometric height was determined by differential leveling
 RY0363.and adjusted by the National Geodetic Survey in June 1991..
 RY0363
 RY0363.The geoid height was determined by GEOID03.
 RY0363
 RY0363.The dynamic height is computed by dividing the NAVD 88
 RY0363.geopotential number by the normal gravity value computed on the
 RY0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0363.degrees latitude (g = 980.6199 gals.).
 RY0363
 RY0363.The modeled gravity was interpolated from observed gravity values.
 RY0363
 RY0363;                    North         East    Units  Estimated Accuracy
 RY0363;SPC ID W     -   490,920.      847,520.      MT  (+/- 180 meters Scaled)
 RY0363
 RY0363                          SUPERSEDED SURVEY CONTROL
 RY0363
 RY0363  NGVD 29 (??/??/92)  572.020  (m)         1876.70   (f) ADJ UNCH    2 0
 RY0363
 RY0363.Superseded values are not recommended for survey control.
 RY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0363.See file dsdata.txt to determine how the superseded data were derived.
 RY0363
 RY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM441050(NAD 83)
 RY0363_MARKER: DB = BENCH MARK DISK
 RY0363_SETTING: 66 = SET IN ROCK OUTCROP
 RY0363_SP_SET: OUTCROP
 RY0363_STAMPING: G 366 1965
 RY0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0363+STABILITY: POSITION/ELEVATION WELL
 RY0363
 RY0363  HISTORY     - Date     Condition        Report By
 RY0363  HISTORY     - 1965     MONUMENTED       CGS
 RY0363
 RY0363                          STATION DESCRIPTION
 RY0363
 RY0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0363'28.15 MI E FROM LOWELL.
 RY0363'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0363'HIGHWAY 12 AT LOWELL, THENCE 8.55 MILES EAST ALONG THE SELWAY RIVER
 RY0363'TRAIL, IN THE TOP OF A 15- BY 72-FOOT OUTCROP, 14 FEET SOUTHEAST OF
 RY0363'THE CENTER LINE OF THE TRAIL, 10 FEET SOUTH OF A 36-INCH PINE TREE,
 RY0363'ABOUT 30 FEET HIGHER THAN THE RIVER AND 5 FEET LOWER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0190 ***********************************************************************
 RY0190  DESIGNATION -  G 367
 RY0190  PID         -  RY0190
 RY0190  STATE/COUNTY-  ID/IDAHO
 RY0190  USGS QUAD   -  FREEMAN PEAK (1995)
 RY0190
 RY0190                         *CURRENT SURVEY CONTROL
 RY0190  ___________________________________________________________________
 RY0190* NAD 83(1986)-  46 11 57.     (N)    114 51 24.     (W)     SCALED    
 RY0190* NAVD 88     -       756.842  (meters)    2483.07   (feet)  ADJUSTED  
 RY0190  ___________________________________________________________________
 RY0190  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 RY0190  DYNAMIC HT  -         756.497 (meters)    2481.94  (feet)  COMP
 RY0190  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 RY0190
 RY0190  VERT ORDER  -  SECOND    CLASS 0
 RY0190
 RY0190.The horizontal coordinates were scaled from a topographic map and have
 RY0190.an estimated accuracy of +/- 6 seconds.
 RY0190
 RY0190.The orthometric height was determined by differential leveling
 RY0190.and adjusted by the National Geodetic Survey in June 1991..
 RY0190
 RY0190.The geoid height was determined by GEOID03.
 RY0190
 RY0190.The dynamic height is computed by dividing the NAVD 88
 RY0190.geopotential number by the normal gravity value computed on the
 RY0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0190.degrees latitude (g = 980.6199 gals.).
 RY0190
 RY0190.The modeled gravity was interpolated from observed gravity values.
 RY0190
 RY0190;                    North         East    Units  Estimated Accuracy
 RY0190;SPC ID W     -   503,970.      868,950.      MT  (+/- 180 meters Scaled)
 RY0190
 RY0190                          SUPERSEDED SURVEY CONTROL
 RY0190
 RY0190  NGVD 29 (??/??/92)  755.480  (m)         2478.60   (f) ADJ UNCH    2 0
 RY0190
 RY0190.Superseded values are not recommended for survey control.
 RY0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0190.See file dsdata.txt to determine how the superseded data were derived.
 RY0190
 RY0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM653184(NAD 83)
 RY0190_MARKER: DB = BENCH MARK DISK
 RY0190_SETTING: 66 = SET IN ROCK OUTCROP
 RY0190_SP_SET: ROCK OUTCROP
 RY0190_STAMPING: G 367 1965
 RY0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0190+STABILITY: POSITION/ELEVATION WELL
 RY0190
 RY0190  HISTORY     - Date     Condition        Report By
 RY0190  HISTORY     - 1965     MONUMENTED       CGS
 RY0190
 RY0190                          STATION DESCRIPTION
 RY0190
 RY0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0190'6.6 MI NE FROM MOOSE CREEK.
 RY0190'6.6 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0190'RANGER STATION AT MOOSE CREEK, IN THE TOP OF A 5- BY 6-FOOT ROCK
 RY0190'OUTCROP, ALONG A FLAT PART OF THE TRAIL, 108 FEET SOUTH OF THE CENTER
 RY0190'LINE OF THE TRAIL, AND ABOUT LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0215 ***********************************************************************
 RY0215  DESIGNATION -  G 368
 RY0215  PID         -  RY0215
 RY0215  STATE/COUNTY-  ID/IDAHO
 RY0215  USGS QUAD   -  JEANETTE MOUNTAIN (1994)
 RY0215
 RY0215                         *CURRENT SURVEY CONTROL
 RY0215  ___________________________________________________________________
 RY0215* NAD 83(1986)-  46 15 38.     (N)    114 33 44.     (W)     SCALED    
 RY0215* NAVD 88     -      1407.663  (meters)    4618.31   (feet)  ADJUSTED  
 RY0215  ___________________________________________________________________
 RY0215  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 RY0215  DYNAMIC HT  -        1406.993 (meters)    4616.11  (feet)  COMP
 RY0215  MODELED GRAV-     980,093.5   (mgal)                       NAVD 88
 RY0215
 RY0215  VERT ORDER  -  SECOND    CLASS 0
 RY0215
 RY0215.The horizontal coordinates were scaled from a topographic map and have
 RY0215.an estimated accuracy of +/- 6 seconds.
 RY0215
 RY0215.The orthometric height was determined by differential leveling
 RY0215.and adjusted by the National Geodetic Survey in June 1991..
 RY0215
 RY0215.The geoid height was determined by GEOID03.
 RY0215
 RY0215.The dynamic height is computed by dividing the NAVD 88
 RY0215.geopotential number by the normal gravity value computed on the
 RY0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0215.degrees latitude (g = 980.6199 gals.).
 RY0215
 RY0215.The modeled gravity was interpolated from observed gravity values.
 RY0215
 RY0215;                    North         East    Units  Estimated Accuracy
 RY0215;SPC ID W     -   511,090.      891,570.      MT  (+/- 180 meters Scaled)
 RY0215
 RY0215                          SUPERSEDED SURVEY CONTROL
 RY0215
 RY0215  NGVD 29 (??/??/92) 1406.235  (m)         4613.62   (f) ADJ UNCH    2 0
 RY0215
 RY0215.Superseded values are not recommended for survey control.
 RY0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0215.See file dsdata.txt to determine how the superseded data were derived.
 RY0215
 RY0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM878258(NAD 83)
 RY0215_MARKER: DB = BENCH MARK DISK
 RY0215_SETTING: 80 = SET IN A BOULDER
 RY0215_STAMPING: G 368 1965
 RY0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0215+STABILITY: SURFACE MOTION
 RY0215
 RY0215  HISTORY     - Date     Condition        Report By
 RY0215  HISTORY     - 1965     MONUMENTED       CGS
 RY0215
 RY0215                          STATION DESCRIPTION
 RY0215
 RY0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0215'27.9 MI NE FROM MOOSE CREEK.
 RY0215'13.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0215'RANGER STATION AT MOOSE CREEK, THENCE 14.5 MILES NORTHEAST ALONG EAST
 RY0215'FORK MOOSE CREEK TRAIL, ALONG A STRAIGHT PORTION OF THE TRAIL, IN THE
 RY0215'TOP OF A 5- BY 6-FOOT BOULDER, 10 FEET WEST OF THE CENTER LINE OF THE
 RY0215'TRAIL, AND ABOUT 2 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0369 ***********************************************************************
 OY0369  DESIGNATION -  G 37
 OY0369  PID         -  OY0369
 OY0369  STATE/COUNTY-  ID/BUTTE
 OY0369  USGS QUAD   -  SCOVILLE (1973)
 OY0369
 OY0369                         *CURRENT SURVEY CONTROL
 OY0369  ___________________________________________________________________
 OY0369* NAD 83(1986)-  43 26 45.     (N)    112 56 27.     (W)     SCALED    
 OY0369* NAVD 88     -      1523.986  (meters)    4999.94   (feet)  ADJUSTED  
 OY0369  ___________________________________________________________________
 OY0369  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 OY0369  DYNAMIC HT  -        1523.185 (meters)    4997.32  (feet)  COMP
 OY0369  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 OY0369
 OY0369  VERT ORDER  -  FIRST     CLASS II
 OY0369
 OY0369.The horizontal coordinates were scaled from a topographic map and have
 OY0369.an estimated accuracy of +/- 6 seconds.
 OY0369
 OY0369.The orthometric height was determined by differential leveling
 OY0369.and adjusted by the National Geodetic Survey in June 1991..
 OY0369
 OY0369.The geoid height was determined by GEOID03.
 OY0369
 OY0369.The dynamic height is computed by dividing the NAVD 88
 OY0369.geopotential number by the normal gravity value computed on the
 OY0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0369.degrees latitude (g = 980.6199 gals.).
 OY0369
 OY0369.The modeled gravity was interpolated from observed gravity values.
 OY0369
 OY0369;                    North         East    Units  Estimated Accuracy
 OY0369;SPC ID C     -   198,170.      585,730.      MT  (+/- 180 meters Scaled)
 OY0369
 OY0369                          SUPERSEDED SURVEY CONTROL
 OY0369
 OY0369  NGVD 29 (08/20/92) 1522.947  (m)         4996.54   (f) ADJUSTED    1 2
 OY0369
 OY0369.Superseded values are not recommended for survey control.
 OY0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0369.See file dsdata.txt to determine how the superseded data were derived.
 OY0369
 OY0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP429121(NAD 83)
 OY0369_MARKER: DB = BENCH MARK DISK
 OY0369_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY0369_SP_SET: PREFAB CONC. POST IN EARTH
 OY0369_STAMPING: G 37 1934
 OY0369_MARK LOGO: CGS   
 OY0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0369+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0369
 OY0369  HISTORY     - Date     Condition        Report By
 OY0369  HISTORY     - 1934     MONUMENTED       CGS
 OY0369  HISTORY     - 1948     GOOD             NGS
 OY0369  HISTORY     - 1973     MARK NOT FOUND   USGS
 OY0369  HISTORY     - 19920619 GOOD             NGS
 OY0369
 OY0369                          STATION DESCRIPTION
 OY0369
 OY0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0369'23.6 MI SE FROM ARCO.
 OY0369'IN BINGHAM COUNTY, 23.6 MILES SOUTHEAST ALONG THE OREGON SHORT LINE
 OY0369'RAILROAD FROM THE STATION AT ARCO, BUTTE COUNTY, 0.6 MILE WEST OF THE
 OY0369'STATION SIGN AT CERRO GRANDE, 0.4 MILE EAST OF THE BINGHAM-BUTTE
 OY0369'COUNTY LINE, 33 FEET SOUTHWEST OF MILEPOST 36, AND 72 FEET SOUTH OF
 OY0369'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G 37 1934 AND
 OY0369'SET IN THE TOP OF A CONCRETE POST.
 OY0369
 OY0369                          STATION RECOVERY (1973)
 OY0369
 OY0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OY0369'MARK NOT FOUND.
 OY0369
 OY0369                          STATION RECOVERY (1992)
 OY0369
 OY0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0369'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0369'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 32.9 KM (20.45 MI)
 OY0369'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, 22.8 M (74.8 FT)
 OY0369'SOUTHWEST OF AND LEVEL WITH THE NEAR RAIL, 11.3 M (37.1 FT) WEST OF
 OY0369'MILEPOST 36, 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST, AND THE
 OY0369'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0190 ***********************************************************************
 PZ0190  DESIGNATION -  G 370
 PZ0190  PID         -  PZ0190
 PZ0190  STATE/COUNTY-  ID/CLARK
 PZ0190  USGS QUAD   -  GARDNER LAKE (1972)
 PZ0190
 PZ0190                         *CURRENT SURVEY CONTROL
 PZ0190  ___________________________________________________________________
 PZ0190* NAD 83(1986)-  44 21 04.     (N)    112 04 34.     (W)     SCALED    
 PZ0190* NAVD 88     -      1839.965  (meters)    6036.62   (feet)  POSTED    
 PZ0190  ___________________________________________________________________
 PZ0190  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 PZ0190  DYNAMIC HT  -        1838.980 (meters)    6033.39  (feet)  COMP
 PZ0190  MODELED GRAV-     980,018.1   (mgal)                       NAVD 88
 PZ0190
 PZ0190  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PZ0190
 PZ0190.The horizontal coordinates were scaled from a topographic map and have
 PZ0190.an estimated accuracy of +/- 6 seconds.
 PZ0190
 PZ0190.The orthometric height was determined by differential leveling
 PZ0190.and adjusted by the National Geodetic Survey in 1992..
 PZ0190.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PZ0190.rate of 0.0 thru 1.0 mm/km.
 PZ0190
 PZ0190.The geoid height was determined by GEOID03.
 PZ0190
 PZ0190.The dynamic height is computed by dividing the NAVD 88
 PZ0190.geopotential number by the normal gravity value computed on the
 PZ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0190.degrees latitude (g = 980.6199 gals.).
 PZ0190
 PZ0190.The modeled gravity was interpolated from observed gravity values.
 PZ0190
 PZ0190;                    North         East    Units  Estimated Accuracy
 PZ0190;SPC ID E     -   298,210.      207,220.      MT  (+/- 180 meters Scaled)
 PZ0190
 PZ0190                          SUPERSEDED SURVEY CONTROL
 PZ0190
 PZ0190  NGVD 29 (??/??/92) 1838.741  (m)         6032.60   (f) ADJ UNCH    1 2
 PZ0190
 PZ0190.Superseded values are not recommended for survey control.
 PZ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0190.See file dsdata.txt to determine how the superseded data were derived.
 PZ0190
 PZ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ142114(NAD 83)
 PZ0190_MARKER: DB = BENCH MARK DISK
 PZ0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0190_SP_SET: CULVERT
 PZ0190_STAMPING: G 370 1965
 PZ0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0190
 PZ0190  HISTORY     - Date     Condition        Report By
 PZ0190  HISTORY     - 1965     MONUMENTED       CGS
 PZ0190  HISTORY     - 1967     GOOD             NGS
 PZ0190
 PZ0190                          STATION DESCRIPTION
 PZ0190
 PZ0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0190'5.65 MI E FROM SPENCER.
 PZ0190'0.15 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0190'THENCE 5.5 MILES EAST ALONG KILGORE ROAD, 0.05 MILE WEST OF THE
 PZ0190'JUNCTION OF A ROAD NORTH TO A RANCH, IN THE TOP AND 2.3 FEET EAST OF
 PZ0190'THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT
 PZ0190'OVER RATTLESNAKE CREEK, 11 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PZ0190'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0572 ***********************************************************************
 PY0572  DESIGNATION -  G 371
 PY0572  PID         -  PY0572
 PY0572  STATE/COUNTY-  ID/CLARK
 PY0572  USGS QUAD   -  ANTELOPE VALLEY (1972)
 PY0572
 PY0572                         *CURRENT SURVEY CONTROL
 PY0572  ___________________________________________________________________
 PY0572* NAD 83(1986)-  44 27 35.     (N)    111 45 07.     (W)     SCALED    
 PY0572* NAVD 88     -      1985.028  (meters)    6512.55   (feet)  POSTED    
 PY0572  ___________________________________________________________________
 PY0572  GEOID HEIGHT-          -9.43  (meters)                     GEOID03
 PY0572  DYNAMIC HT  -        1983.950 (meters)    6509.01  (feet)  COMP
 PY0572  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 PY0572
 PY0572  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0572
 PY0572.The horizontal coordinates were scaled from a topographic map and have
 PY0572.an estimated accuracy of +/- 6 seconds.
 PY0572
 PY0572.The orthometric height was determined by differential leveling
 PY0572.and adjusted by the National Geodetic Survey in 1992..
 PY0572.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0572.rate of 0.0 thru 1.0 mm/km.
 PY0572
 PY0572.The geoid height was determined by GEOID03.
 PY0572
 PY0572.The dynamic height is computed by dividing the NAVD 88
 PY0572.geopotential number by the normal gravity value computed on the
 PY0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0572.degrees latitude (g = 980.6199 gals.).
 PY0572
 PY0572.The modeled gravity was interpolated from observed gravity values.
 PY0572
 PY0572;                    North         East    Units  Estimated Accuracy
 PY0572;SPC ID E     -   310,360.      233,000.      MT  (+/- 180 meters Scaled)
 PY0572
 PY0572                          SUPERSEDED SURVEY CONTROL
 PY0572
 PY0572  NGVD 29 (??/??/92) 1983.771  (m)         6508.42   (f) ADJ UNCH    1 2
 PY0572
 PY0572.Superseded values are not recommended for survey control.
 PY0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0572.See file dsdata.txt to determine how the superseded data were derived.
 PY0572
 PY0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ401232(NAD 83)
 PY0572_MARKER: DB = BENCH MARK DISK
 PY0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0572_STAMPING: G 371 1965
 PY0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0572+STABILITY: SURFACE MOTION
 PY0572
 PY0572  HISTORY     - Date     Condition        Report By
 PY0572  HISTORY     - 1965     MONUMENTED       CGS
 PY0572  HISTORY     - 1967     GOOD             NGS
 PY0572
 PY0572                          STATION DESCRIPTION
 PY0572
 PY0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0572'10.9 MI E FROM KILGORE.
 PY0572'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0572'7.3 MILES EAST ALONG A COUNTY ROAD, THENCE 2.8 MILES NORTH ALONG A
 PY0572'DIRT ROAD, AT THE JUNCTION OF KILGORE-YALE ROAD, 50 FEET SOUTHEAST OF
 PY0572'THE CENTER LINE OF THE ROAD, 148 FEET NORTHEAST OF THE CENTER OF THE
 PY0572'JUNCTION, 67 FEET EAST-NORTHEAST OF THE EAST CORNER OF A STEEL
 PY0572'CATTLEGUARD, 4.0 FEET NORTH OF A FENCE, 2.1 FEET NORTHEAST OF A
 PY0572'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 PY0572'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0454 ***********************************************************************
 OX0454  DESIGNATION -  G 372
 OX0454  PID         -  OX0454
 OX0454  STATE/COUNTY-  ID/FREMONT
 OX0454  USGS QUAD   -  PARKER (1979)
 OX0454
 OX0454                         *CURRENT SURVEY CONTROL
 OX0454  ___________________________________________________________________
 OX0454* NAD 83(1986)-  43 59 16.     (N)    111 46 41.     (W)     SCALED    
 OX0454* NAVD 88     -      1501.931  (meters)    4927.59   (feet)  POSTED    
 OX0454  ___________________________________________________________________
 OX0454  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 OX0454  DYNAMIC HT  -        1501.190 (meters)    4925.15  (feet)  COMP
 OX0454  MODELED GRAV-     980,073.4   (mgal)                       NAVD 88
 OX0454
 OX0454  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0454
 OX0454.The horizontal coordinates were scaled from a topographic map and have
 OX0454.an estimated accuracy of +/- 6 seconds.
 OX0454
 OX0454.The orthometric height was determined by differential leveling
 OX0454.and adjusted by the National Geodetic Survey in 1992..
 OX0454.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0454.rate of 0.0 thru 1.0 mm/km.
 OX0454
 OX0454.The geoid height was determined by GEOID03.
 OX0454
 OX0454.The dynamic height is computed by dividing the NAVD 88
 OX0454.geopotential number by the normal gravity value computed on the
 OX0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0454.degrees latitude (g = 980.6199 gals.).
 OX0454
 OX0454.The modeled gravity was interpolated from observed gravity values.
 OX0454
 OX0454;                    North         East    Units  Estimated Accuracy
 OX0454;SPC ID E     -   257,910.      231,170.      MT  (+/- 180 meters Scaled)
 OX0454
 OX0454                          SUPERSEDED SURVEY CONTROL
 OX0454
 OX0454  NGVD 29 (??/??/92) 1500.882  (m)         4924.14   (f) ADJ UNCH    1 2
 OX0454
 OX0454.Superseded values are not recommended for survey control.
 OX0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0454.See file dsdata.txt to determine how the superseded data were derived.
 OX0454
 OX0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP376708(NAD 83)
 OX0454_MARKER: DB = BENCH MARK DISK
 OX0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0454_SP_SET: CULVERT
 OX0454_STAMPING: G 372 1967
 OX0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0454
 OX0454  HISTORY     - Date     Condition        Report By
 OX0454  HISTORY     - 1967     MONUMENTED       CGS
 OX0454
 OX0454                          STATION DESCRIPTION
 OX0454
 OX0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OX0454'3.35 MI NW FROM PARKER.
 OX0454'0.1 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT PARKER, THENCE
 OX0454'1.0 MILE WEST ALONG A COUNTY ROAD, THENCE 2.25 MILES NORTH ALONG A
 OX0454'COUNTY ROAD, AT THE CROSSING OF AN IRRIGATION DITCH, IN THE TOP OF A
 OX0454'LARGE LAVA OUTCROP, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 32
 OX0454'FEET NORTHWEST OF THE CENTER OF THE WEST END OF A 36-INCH PIPE
 OX0454'CULVERT, 6 FEET NORTHWEST OF A POWER POLE, 15.6 FEET EAST OF A FENCE,
 OX0454'2.0 FEET NORTH OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 OX0454'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0532 ***********************************************************************
 PY0532  DESIGNATION -  G 373
 PY0532  PID         -  PY0532
 PY0532  STATE/COUNTY-  ID/CLARK
 PY0532  USGS QUAD   -  IDMON (1972)
 PY0532
 PY0532                         *CURRENT SURVEY CONTROL
 PY0532  ___________________________________________________________________
 PY0532* NAD 83(1986)-  44 15 55.     (N)    111 52 57.     (W)     SCALED    
 PY0532* NAVD 88     -      1939.454  (meters)    6363.03   (feet)  POSTED    
 PY0532  ___________________________________________________________________
 PY0532  GEOID HEIGHT-         -10.24  (meters)                     GEOID03
 PY0532  DYNAMIC HT  -        1938.380 (meters)    6359.50  (feet)  COMP
 PY0532  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 PY0532
 PY0532  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0532
 PY0532.The horizontal coordinates were scaled from a topographic map and have
 PY0532.an estimated accuracy of +/- 6 seconds.
 PY0532
 PY0532.The orthometric height was determined by differential leveling
 PY0532.and adjusted by the National Geodetic Survey in 1992..
 PY0532.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0532.rate of 0.0 thru 1.0 mm/km.
 PY0532
 PY0532.The geoid height was determined by GEOID03.
 PY0532
 PY0532.The dynamic height is computed by dividing the NAVD 88
 PY0532.geopotential number by the normal gravity value computed on the
 PY0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0532.degrees latitude (g = 980.6199 gals.).
 PY0532
 PY0532.The modeled gravity was interpolated from observed gravity values.
 PY0532
 PY0532;                    North         East    Units  Estimated Accuracy
 PY0532;SPC ID E     -   288,710.      222,690.      MT  (+/- 180 meters Scaled)
 PY0532
 PY0532                          SUPERSEDED SURVEY CONTROL
 PY0532
 PY0532  NGVD 29 (??/??/92) 1938.225  (m)         6358.99   (f) ADJ UNCH    1 2
 PY0532
 PY0532.Superseded values are not recommended for survey control.
 PY0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0532.See file dsdata.txt to determine how the superseded data were derived.
 PY0532
 PY0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ295017(NAD 83)
 PY0532_MARKER: DB = BENCH MARK DISK
 PY0532_SETTING: 66 = SET IN ROCK OUTCROP
 PY0532_SP_SET: LAVA OUTCROP
 PY0532_STAMPING: G 373 1967
 PY0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0532+STABILITY: POSITION/ELEVATION WELL
 PY0532
 PY0532  HISTORY     - Date     Condition        Report By
 PY0532  HISTORY     - 1967     MONUMENTED       CGS
 PY0532
 PY0532                          STATION DESCRIPTION
 PY0532
 PY0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0532'11.05 MI S FROM KILGORE.
 PY0532'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0532'10.25 MILES SOUTH ALONG THE ROAD TO ST ANTHONY, 0.05 MILE NORTH OF A
 PY0532'SUMMIT, IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE
 PY0532'THE GROUND, 100 FEET WEST OF THE CENTER LINE OF THE ROAD, 22.0 FEET
 PY0532'WEST OF A WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0557 ***********************************************************************
 PY0557  DESIGNATION -  G 374
 PY0557  PID         -  PY0557
 PY0557  STATE/COUNTY-  ID/CLARK
 PY0557  USGS QUAD   -  IDMON (1972)
 PY0557
 PY0557                         *CURRENT SURVEY CONTROL
 PY0557  ___________________________________________________________________
 PY0557* NAD 83(1986)-  44 20 58.     (N)    111 58 23.     (W)     SCALED    
 PY0557* NAVD 88     -      1916.074  (meters)    6286.32   (feet)  POSTED    
 PY0557  ___________________________________________________________________
 PY0557  GEOID HEIGHT-         -10.06  (meters)                     GEOID03
 PY0557  DYNAMIC HT  -        1915.020 (meters)    6282.86  (feet)  COMP
 PY0557  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 PY0557
 PY0557  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0557
 PY0557.The horizontal coordinates were scaled from a topographic map and have
 PY0557.an estimated accuracy of +/- 6 seconds.
 PY0557
 PY0557.The orthometric height was determined by differential leveling
 PY0557.and adjusted by the National Geodetic Survey in 1992..
 PY0557.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0557.rate of 0.0 thru 1.0 mm/km.
 PY0557
 PY0557.The geoid height was determined by GEOID03.
 PY0557
 PY0557.The dynamic height is computed by dividing the NAVD 88
 PY0557.geopotential number by the normal gravity value computed on the
 PY0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0557.degrees latitude (g = 980.6199 gals.).
 PY0557
 PY0557.The modeled gravity was interpolated from observed gravity values.
 PY0557
 PY0557;                    North         East    Units  Estimated Accuracy
 PY0557;SPC ID E     -   298,040.      215,440.      MT  (+/- 180 meters Scaled)
 PY0557
 PY0557                          SUPERSEDED SURVEY CONTROL
 PY0557
 PY0557  NGVD 29 (??/??/92) 1914.828  (m)         6282.23   (f) ADJ UNCH    1 2
 PY0557
 PY0557.Superseded values are not recommended for survey control.
 PY0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0557.See file dsdata.txt to determine how the superseded data were derived.
 PY0557
 PY0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ224111(NAD 83)
 PY0557_MARKER: DB = BENCH MARK DISK
 PY0557_SETTING: 66 = SET IN ROCK OUTCROP
 PY0557_SP_SET: OUTCROP
 PY0557_STAMPING: G 374 1967
 PY0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0557+STABILITY: POSITION/ELEVATION WELL
 PY0557
 PY0557  HISTORY     - Date     Condition        Report By
 PY0557  HISTORY     - 1967     MONUMENTED       CGS
 PY0557
 PY0557                          STATION DESCRIPTION
 PY0557
 PY0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0557'6.9 MI SW FROM KILGORE.
 PY0557'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0557'2.9 MILES WEST AND SOUTH ALONG A COUNTY ROAD, THENCE 3.2 MILES WEST
 PY0557'ALONG THE ROAD TO SPENCER, AT THE JUNCTION OF A DIRT ROAD SOUTH, 0.15
 PY0557'MILE NORTHEAST OF THE CROSSING OF HUMP DITCH, 0.25 MILE NORTHEAST OF
 PY0557'THE CROSSING OF A POWER LINE, AT A GROUP OF BOULDERS, IN THE TOP OF AN
 PY0557'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 59 FEET
 PY0557'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 190 FEET WEST OF THE CENTER
 PY0557'LINE OF THE ROAD SOUTH, 3.0 FEET SOUTHEAST OF A WITNESS POST, AND
 PY0557'ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0040 ***********************************************************************
 NU0040  DESIGNATION -  G 375
 NU0040  PID         -  NU0040
 NU0040  STATE/COUNTY-  ID/BANNOCK
 NU0040  USGS QUAD   -  ARIMO (1968)
 NU0040
 NU0040                         *CURRENT SURVEY CONTROL
 NU0040  ___________________________________________________________________
 NU0040* NAD 83(1986)-  42 36 49.     (N)    112 11 25.     (W)     SCALED    
 NU0040* NAVD 88     -      1458.326  (meters)    4784.52   (feet)  ADJUSTED  
 NU0040  ___________________________________________________________________
 NU0040  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 NU0040  DYNAMIC HT  -        1457.408 (meters)    4781.51  (feet)  COMP
 NU0040  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 NU0040
 NU0040  VERT ORDER  -  FIRST     CLASS I
 NU0040
 NU0040.The horizontal coordinates were scaled from a topographic map and have
 NU0040.an estimated accuracy of +/- 6 seconds.
 NU0040
 NU0040.The orthometric height was determined by differential leveling
 NU0040.and adjusted by the National Geodetic Survey in June 1991..
 NU0040
 NU0040.The geoid height was determined by GEOID03.
 NU0040
 NU0040.The dynamic height is computed by dividing the NAVD 88
 NU0040.geopotential number by the normal gravity value computed on the
 NU0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0040.degrees latitude (g = 980.6199 gals.).
 NU0040
 NU0040.The modeled gravity was interpolated from observed gravity values.
 NU0040
 NU0040;                    North         East    Units  Estimated Accuracy
 NU0040;SPC ID E     -   105,180.      198,060.      MT  (+/- 180 meters Scaled)
 NU0040
 NU0040                          SUPERSEDED SURVEY CONTROL
 NU0040
 NU0040  NGVD 29 (??/??/92) 1457.250  (m)         4780.99   (f) ADJ UNCH    1 1
 NU0040
 NU0040.Superseded values are not recommended for survey control.
 NU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0040.See file dsdata.txt to determine how the superseded data were derived.
 NU0040
 NU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN023185(NAD 83)
 NU0040_MARKER: DB = BENCH MARK DISK
 NU0040_SETTING: 66 = SET IN ROCK OUTCROP
 NU0040_SP_SET: LAVA OUTCROP
 NU0040_STAMPING: G 375 1967
 NU0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0040+STABILITY: POSITION/ELEVATION WELL
 NU0040
 NU0040  HISTORY     - Date     Condition        Report By
 NU0040  HISTORY     - 1967     MONUMENTED       CGS
 NU0040
 NU0040                          STATION DESCRIPTION
 NU0040
 NU0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0040'2.7 MI S FROM MCCAMMON.
 NU0040'2.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0040'MCCAMMON, 1 POLE SOUTH OF MILEPOLE 108.50, IN THE TOP OF A LEDGE OF A
 NU0040'LAVA OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 53.5 FEET
 NU0040'WEST OF THE WEST RAIL, 42 1/2 FEET EAST OF THE CENTER LINE OF A PAVED
 NU0040'ROAD (FORMER HIGHWAY), 16 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE
 NU0040'SOUTH OF THE MILEPOLE, 6.6 FEET WEST OF A FENCE, 3.0 FEET NORTHWEST OF
 NU0040'A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK AND 1 FOOT HIGHER
 NU0040'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0281 ***********************************************************************
 NU0281  DESIGNATION -  G 376
 NU0281  PID         -  NU0281
 NU0281  STATE/COUNTY-  ID/BANNOCK
 NU0281  USGS QUAD   -  OXFORD (1968)
 NU0281
 NU0281                         *CURRENT SURVEY CONTROL
 NU0281  ___________________________________________________________________
 NU0281* NAD 83(1986)-  42 18 02.     (N)    112 00 48.     (W)     SCALED    
 NU0281* NAVD 88     -      1462.149  (meters)    4797.07   (feet)  ADJUSTED  
 NU0281  ___________________________________________________________________
 NU0281  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 NU0281  DYNAMIC HT  -        1461.178 (meters)    4793.88  (feet)  COMP
 NU0281  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 NU0281
 NU0281  VERT ORDER  -  FIRST     CLASS I
 NU0281
 NU0281.The horizontal coordinates were scaled from a topographic map and have
 NU0281.an estimated accuracy of +/- 6 seconds.
 NU0281
 NU0281.The orthometric height was determined by differential leveling
 NU0281.and adjusted by the National Geodetic Survey in June 1991..
 NU0281
 NU0281.The geoid height was determined by GEOID03.
 NU0281
 NU0281.The dynamic height is computed by dividing the NAVD 88
 NU0281.geopotential number by the normal gravity value computed on the
 NU0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0281.degrees latitude (g = 980.6199 gals.).
 NU0281
 NU0281.The modeled gravity was interpolated from observed gravity values.
 NU0281
 NU0281;                    North         East    Units  Estimated Accuracy
 NU0281;SPC ID E     -    70,420.      212,640.      MT  (+/- 180 meters Scaled)
 NU0281
 NU0281                          SUPERSEDED SURVEY CONTROL
 NU0281
 NU0281  NGVD 29 (??/??/92) 1461.083  (m)         4793.57   (f) ADJ UNCH    1 1
 NU0281
 NU0281.Superseded values are not recommended for survey control.
 NU0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0281.See file dsdata.txt to determine how the superseded data were derived.
 NU0281
 NU0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM164836(NAD 83)
 NU0281_MARKER: DB = BENCH MARK DISK
 NU0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0281_SP_SET: CULVERT
 NU0281_STAMPING: G 376 1967
 NU0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0281
 NU0281  HISTORY     - Date     Condition        Report By
 NU0281  HISTORY     - 1967     MONUMENTED       CGS
 NU0281
 NU0281                          STATION DESCRIPTION
 NU0281
 NU0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0281'1.35 MI SW FROM SWAN LAKE.
 NU0281'0.6 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 NU0281'HIGHWAY 91 AT SWAN LAKE, THENCE 0.75 MILE SOUTH ALONG A COUNTY ROAD,
 NU0281'0.1 MILE SOUTH OF THE JUNCTION OF A ROAD, IN THE TOP AND 0.8 FOOT
 NU0281'NORTH OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A LARGE
 NU0281'CONCRETE BOX CULVERT OVER GOOSEBERRY CREEK, 25 1/2 FEET EAST OF THE
 NU0281'CENTER LINE OF THE ROAD, AND ABOUT 5 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0412 ***********************************************************************
 NT0412  DESIGNATION -  G 377
 NT0412  PID         -  NT0412
 NT0412  STATE/COUNTY-  ID/FRANKLIN
 NT0412  USGS QUAD   -  WESTON (1969)
 NT0412
 NT0412                         *CURRENT SURVEY CONTROL
 NT0412  ___________________________________________________________________
 NT0412* NAD 83(1986)-  42 02 16.     (N)    111 58 47.     (W)     SCALED    
 NT0412* NAVD 88     -      1446.777  (meters)    4746.63   (feet)  ADJUSTED  
 NT0412  ___________________________________________________________________
 NT0412  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 NT0412  DYNAMIC HT  -        1445.789 (meters)    4743.39  (feet)  COMP
 NT0412  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 NT0412  OBS GRAVITY -     979,885.1   (mgal)                       GRAV_OBS
 NT0412
 NT0412  VERT ORDER  -  FIRST     CLASS I
 NT0412
 NT0412.The horizontal coordinates were scaled from a topographic map and have
 NT0412.an estimated accuracy of +/- 6 seconds.
 NT0412
 NT0412.The orthometric height was determined by differential leveling
 NT0412.and adjusted by the National Geodetic Survey in June 1991..
 NT0412
 NT0412.The geoid height was determined by GEOID03.
 NT0412
 NT0412.The dynamic height is computed by dividing the NAVD 88
 NT0412.geopotential number by the normal gravity value computed on the
 NT0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0412.degrees latitude (g = 980.6199 gals.).
 NT0412
 NT0412.The modeled gravity was interpolated from observed gravity values.
 NT0412.The observed gravity was obtained from relative gravimeter ties
 NT0412.to the IGSN71 gravity network.
 NT0412
 NT0412;                    North         East    Units  Estimated Accuracy
 NT0412;SPC ID E     -    41,230.      215,480.      MT  (+/- 180 meters Scaled)
 NT0412
 NT0412                          SUPERSEDED SURVEY CONTROL
 NT0412
 NT0412  NGVD 29 (??/??/92) 1445.730  (m)         4743.20   (f) ADJ UNCH    1 1
 NT0412
 NT0412.Superseded values are not recommended for survey control.
 NT0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0412.See file dsdata.txt to determine how the superseded data were derived.
 NT0412
 NT0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM189544(NAD 83)
 NT0412_MARKER: DB = BENCH MARK DISK
 NT0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0412_SP_SET: BUILDING
 NT0412_STAMPING: G 377 1967
 NT0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0412
 NT0412  HISTORY     - Date     Condition        Report By
 NT0412  HISTORY     - 1967     MONUMENTED       CGS
 NT0412
 NT0412                          STATION DESCRIPTION
 NT0412
 NT0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NT0412'IN WESTON.
 NT0412'AT WESTON, ABOUT 300 FEET NORTH AND ACROSS THE ROAD FROM THE POST
 NT0412'OFFICE, AT THE WESTON LATTER-DAY SAINTS CHURCH, SET VERTICALLY IN THE
 NT0412'SOUTH FACE OF THE BRICK CHURCH BUILDING, 1.6 FEET WEST OF THE
 NT0412'SOUTHEAST CORNER OF THE BUILDING, AND ABOUT 2.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0215 ***********************************************************************
 PZ0215  DESIGNATION -  G 38
 PZ0215  PID         -  PZ0215
 PZ0215  STATE/COUNTY-  ID/CLARK
 PZ0215  USGS QUAD   -  SCOTT BUTTE (1969)
 PZ0215
 PZ0215                         *CURRENT SURVEY CONTROL
 PZ0215  ___________________________________________________________________
 PZ0215* NAD 83(1986)-  44 06 15.     (N)    112 52 31.     (W)     SCALED    
 PZ0215* NAVD 88     -      1788.630  (meters)    5868.20   (feet)  ADJUSTED  
 PZ0215  ___________________________________________________________________
 PZ0215  GEOID HEIGHT-         -10.76  (meters)                     GEOID03
 PZ0215  DYNAMIC HT  -        1787.634 (meters)    5864.93  (feet)  COMP
 PZ0215  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 PZ0215
 PZ0215  VERT ORDER  -  SECOND    CLASS 0
 PZ0215
 PZ0215.The horizontal coordinates were scaled from a topographic map and have
 PZ0215.an estimated accuracy of +/- 6 seconds.
 PZ0215
 PZ0215.The orthometric height was determined by differential leveling
 PZ0215.and adjusted by the National Geodetic Survey in June 1991..
 PZ0215
 PZ0215.The geoid height was determined by GEOID03.
 PZ0215
 PZ0215.The dynamic height is computed by dividing the NAVD 88
 PZ0215.geopotential number by the normal gravity value computed on the
 PZ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0215.degrees latitude (g = 980.6199 gals.).
 PZ0215
 PZ0215.The modeled gravity was interpolated from observed gravity values.
 PZ0215
 PZ0215;                    North         East    Units  Estimated Accuracy
 PZ0215;SPC ID E     -   271,010.      143,270.      MT  (+/- 180 meters Scaled)
 PZ0215
 PZ0215                          SUPERSEDED SURVEY CONTROL
 PZ0215
 PZ0215  NGVD 29 (??/??/92) 1787.385  (m)         5864.11   (f) ADJ UNCH    2 0
 PZ0215
 PZ0215.Superseded values are not recommended for survey control.
 PZ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0215.See file dsdata.txt to determine how the superseded data were derived.
 PZ0215
 PZ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP499851(NAD 83)
 PZ0215_MARKER: DB = BENCH MARK DISK
 PZ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0215_STAMPING: G 38 1934
 PZ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0215+STABILITY: SURFACE MOTION
 PZ0215
 PZ0215  HISTORY     - Date     Condition        Report By
 PZ0215  HISTORY     - 1934     MONUMENTED       CGS
 PZ0215  HISTORY     - 1969     MARK NOT FOUND   USGS
 PZ0215  HISTORY     - 19920421 MARK NOT FOUND   IDDT
 PZ0215
 PZ0215                          STATION DESCRIPTION
 PZ0215
 PZ0215'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 PZ0215'4.2 MI SE FROM KAUFMAN.
 PZ0215'4.2 MILES SOUTHEAST ALONG THE ROAD LEADING TO RENO RANCH FROM KAUFMAN,
 PZ0215'CLARK COUNTY, ABOUT 0.5 MILE SOUTHEAST OF THE JUNCTION OF THREE ROADS,
 PZ0215'ABOUT 0.2 MILE WEST OF A SUMMIT, ABOUT 425 FEET NORTHEAST OF BIRCH
 PZ0215'CREEK, ABOUT 220 FEET SOUTHWEST OF THE FOOT OF A PROMINENT RIDGE
 PZ0215'PARALLELING THE ROAD, ABOUT 55 FEET SOUTHWEST OF THE CENTER LINE OF
 PZ0215'THE OLD ROAD, AND ABOUT 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 PZ0215'NEW ROAD.  A STANDARD DISK, STAMPED G 38 1934 AND SET IN THE TOP OF A
 PZ0215'CONCRETE POST.  NOTE-- IT COULD POSSIBLY HAVE BEEN GRADED OUT WHEN
 PZ0215'CONSTRUCTION OF THE HIGHWAY WAS TAKING PLACE.
 PZ0215
 PZ0215                          STATION RECOVERY (1992)
 PZ0215
 PZ0215'RECOVERY NOTE BY ID DEPT OF TRANSP 1992 (GDJ)
 PZ0215'A THOR0UGH SEARCH WAS MADE AT THE DESCRIBED LOCATION.  MARK COULD NOT
 PZ0215'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0645 ***********************************************************************
 TO0645  DESIGNATION -  G 381
 TO0645  PID         -  TO0645
 TO0645  STATE/COUNTY-  ID/BOUNDARY
 TO0645  USGS QUAD   -  CURLEY CREEK (1983)
 TO0645
 TO0645                         *CURRENT SURVEY CONTROL
 TO0645  ___________________________________________________________________
 TO0645* NAD 83(1986)-  48 41 24.     (N)    116 06 11.     (W)     SCALED    
 TO0645* NAVD 88     -       702.137  (meters)    2303.59   (feet)  ADJUSTED  
 TO0645  ___________________________________________________________________
 TO0645  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 TO0645  DYNAMIC HT  -         702.205 (meters)    2303.82  (feet)  COMP
 TO0645  MODELED GRAV-     980,685.0   (mgal)                       NAVD 88
 TO0645
 TO0645  VERT ORDER  -  FIRST     CLASS II
 TO0645
 TO0645.The horizontal coordinates were scaled from a topographic map and have
 TO0645.an estimated accuracy of +/- 6 seconds.
 TO0645
 TO0645.The orthometric height was determined by differential leveling
 TO0645.and adjusted by the National Geodetic Survey in June 1991..
 TO0645
 TO0645.The geoid height was determined by GEOID03.
 TO0645
 TO0645.The dynamic height is computed by dividing the NAVD 88
 TO0645.geopotential number by the normal gravity value computed on the
 TO0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0645.degrees latitude (g = 980.6199 gals.).
 TO0645
 TO0645.The modeled gravity was interpolated from observed gravity values.
 TO0645
 TO0645;                    North         East    Units  Estimated Accuracy
 TO0645;SPC ID W     -   780,550.      774,010.      MT  (+/- 180 meters Scaled)
 TO0645
 TO0645                          SUPERSEDED SURVEY CONTROL
 TO0645
 TO0645.No superseded survey control is available for this station.
 TO0645
 TO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP660933(NAD 83)
 TO0645_MARKER: DB = BENCH MARK DISK
 TO0645_SETTING: 66 = SET IN ROCK OUTCROP
 TO0645_SP_SET: ROCK OUTCROP
 TO0645_STAMPING: G 381 1980
 TO0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0645+STABILITY: POSITION/ELEVATION WELL
 TO0645
 TO0645  HISTORY     - Date     Condition        Report By
 TO0645  HISTORY     - 1980     MONUMENTED       NGS
 TO0645
 TO0645                          STATION DESCRIPTION
 TO0645
 TO0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0645'22.4 KM SE FROM BONNERS FERRY.
 TO0645'4.7 KILOMETERS (2.9 MILES) NORTH ALONG US HIGHWAYS 2 AND 95 FROM THE
 TO0645'POST OFFICE IN BONNERS FERRY, THENCE 17.7 KILOMETERS (10.9 MILES)
 TO0645'SOUTHEAST ALONG US HIGHWAY 2 , SET IN TOP OF A POINT OF ROCK 20.4
 TO0645'METERS (67.0 FEET) WEST OF THE EAST END OF A BEDROCK HIGHWAY CUT,
 TO0645'7.4 METERS (24.3 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY
 TO0645'0.3 METER (1.0 FOOT) BELOW THE BASE OF THE WITNESS POST.
 TO0645'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 TO0645'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0633 ***********************************************************************
 TO0633  DESIGNATION -  G 381 X
 TO0633  PID         -  TO0633
 TO0633  STATE/COUNTY-  ID/BOUNDARY
 TO0633  USGS QUAD   -  COPELAND (1965)
 TO0633
 TO0633                         *CURRENT SURVEY CONTROL
 TO0633  ___________________________________________________________________
 TO0633* NAD 83(1992)-  48 59 31.31039(N)    116 29 40.11468(W)     ADJUSTED  
 TO0633* NAVD 88     -       583.372  (meters)    1913.95   (feet)  ADJUSTED  
 TO0633  ___________________________________________________________________
 TO0633  X           -  -1,870,758.067 (meters)                     COMP
 TO0633  Y           -  -3,753,066.257 (meters)                     COMP
 TO0633  Z           -   4,790,405.488 (meters)                     COMP
 TO0633  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 TO0633  ELLIP HEIGHT-         567.48  (meters)          (07/28/92) GPS OBS
 TO0633  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 TO0633  DYNAMIC HT  -         583.452 (meters)    1914.21  (feet)  COMP
 TO0633  MODELED GRAV-     980,728.9   (mgal)                       NAVD 88
 TO0633
 TO0633  HORZ ORDER  -  FIRST
 TO0633  VERT ORDER  -  FIRST     CLASS II
 TO0633  ELLP ORDER  -  FIFTH     CLASS I
 TO0633
 TO0633.The horizontal coordinates were established by GPS observations
 TO0633.and adjusted by the National Geodetic Survey in July 1992..
 TO0633
 TO0633.The orthometric height was determined by differential leveling
 TO0633.and adjusted by the National Geodetic Survey in June 1991..
 TO0633
 TO0633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TO0633
 TO0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0633
 TO0633.The ellipsoidal height was determined by GPS observations
 TO0633.and is referenced to NAD 83.
 TO0633
 TO0633.The geoid height was determined by GEOID03.
 TO0633
 TO0633.The dynamic height is computed by dividing the NAVD 88
 TO0633.geopotential number by the normal gravity value computed on the
 TO0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0633.degrees latitude (g = 980.6199 gals.).
 TO0633
 TO0633.The modeled gravity was interpolated from observed gravity values.
 TO0633
 TO0633;                    North         East     Units Scale Factor Converg.
 TO0633;SPC ID W     -   814,340.658   745,520.487   MT  0.99996978   -0 33 42.5
 TO0633;UTM  11      - 5,426,692.981   536,981.112   MT  0.99961680   +0 22 53.3
 TO0633
 TO0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0633!SPC ID W     -   0.99991108  x   0.99996978  =   0.99988086
 TO0633!UTM  11      -   0.99991108  x   0.99961680  =   0.99952791
 TO0633
 TO0633                          SUPERSEDED SURVEY CONTROL
 TO0633
 TO0633  NAD 83(1986)-  48 59 31.31490(N)    116 29 40.11101(W) AD(       ) 1
 TO0633  NGVD 29 (08/25/89)  582.17   (m)         1910.0    (f) LEVELING    3  
 TO0633
 TO0633.Superseded values are not recommended for survey control.
 TO0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0633.See file dsdata.txt to determine how the superseded data were derived.
 TO0633
 TO0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ3698126693(NAD 83)
 TO0633_MARKER: DB = BENCH MARK DISK
 TO0633_SETTING: 66 = SET IN ROCK OUTCROP
 TO0633_SP_SET: ROCK OUTCROP
 TO0633_STAMPING: G 381 X 1978
 TO0633_MARK LOGO: NGS   
 TO0633_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0633+STABILITY: POSITION/ELEVATION WELL
 TO0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0633+SATELLITE: SATELLITE OBSERVATIONS - 1990
 TO0633
 TO0633  HISTORY     - Date     Condition        Report By
 TO0633  HISTORY     - 1978     MONUMENTED       NGS
 TO0633  HISTORY     - 1980     GOOD             NGS
 TO0633  HISTORY     - 19880718 GOOD             NGS
 TO0633  HISTORY     - 1990     GOOD             GSC
 TO0633
 TO0633                          STATION DESCRIPTION
 TO0633
 TO0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0633'0.9 KM SOUTH FROM PORTHILL.
 TO0633'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 TO0633'0.9 KILOMETER (0.55 MILE) SOUTH ALONG STATE HIGHWAY 1 FROM THE U.S.
 TO0633'CUSTOMS STATION IN PORTHILL, SET IN TOP OF A ROCK LEDGE AT THE
 TO0633'APPROXIMATE CENTER OF A MASSIVE BEDROCK HIGHWAY CUT, 86.0 METERS
 TO0633'(282.0 FEET) SOUTHEAST OF THE CENTERLINE OF A GRAVEL ROAD AT THE
 TO0633'NORTHWEST END OF THE CUT, 30.5 METERS (100.0 FEET) SOUTHEAST OF THE
 TO0633'EXTENDED CENTERLINE OF A GRAVEL ROAD LEADING SOUTH, 13.1 METERS
 TO0633'(43.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 TO0633
 TO0633                          STATION RECOVERY (1988)
 TO0633
 TO0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TO0633'TO REACH THE STATION FROM THE U.S. CUSTOMS STATION IN PORTHILL, GO
 TO0633'SOUTH ON STATE HIGHWAY 1 FOR 0.9 KM (0.55 MI) TO A MASSIVE BEDROCK
 TO0633'HIGHWAY CUT AND THE STATION.
 TO0633'THE STATION MARK IS SET 86.0 M (282.2 FT) SOUTHEAST OF THE CENTERLINE
 TO0633'OF A GRAVEL ROAD AT THE NORTHWEST END OF THE CUT, 30.5 M (100.1 FT)
 TO0633'SOUTHEAST OF THE EXTENDED CENTERLINE OF A GRAVEL ROAD LEADING SOUTH,
 TO0633'13.1 M (43.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.0 M
 TO0633'(3.3 FT) BELOW THE HIGHWAY, AND SET IN THE TOP OF A ROCK LEDGE AT THE
 TO0633'APPROXIMATE CENTER OF THE CUT.
 TO0633'THIS MARK HAS BEEN DESIGNATED AS A BASIC NET A JUNCTION MARK.
 TO0633'TYPED BY E.A.R.
 TO0633
 TO0633                          STATION RECOVERY (1990)
 TO0633
 TO0633'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1990
 TO0633'PORTHILL IDAHO
 TO0633'ROCK OUTCROP, ALONE STATE HWY 1 0.95 KM SE OF
 TO0633'INTERNATIONAL BOUNDARY MONUMENT 207, 14.25 KM S OF JUNC
 TO0633'OF HWY 21 AND HWY 3 NEAR CRESTON, TABLET CENTRALLY
 TO0633'LOCATED IN TOP OF OUTCROP CUT BANK, 86 M SE OF C/L OF
 TO0633'A GRAVE RD ON THE NE SIDE OF HWY 30.5 M SE
 TO0633'OF EXTENDED C/L OF A GRAVLE RD ON THE SW SIDE OF HWY
 TO0633'13.1 M NE OF C/L OF HWY AND 1.0 M BELOW HWY LEVEL.
 TO0633'ESTABLISHED BY U.S. COAST AND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0613 ***********************************************************************
 TO0613  DESIGNATION -  G 382
 TO0613  PID         -  TO0613
 TO0613  STATE/COUNTY-  ID/BOUNDARY
 TO0613  USGS QUAD   -  RITZ (1996)
 TO0613
 TO0613                         *CURRENT SURVEY CONTROL
 TO0613  ___________________________________________________________________
 TO0613* NAD 83(1986)-  48 48 53.     (N)    116 19 52.     (W)     SCALED    
 TO0613* NAVD 88     -       684.078  (meters)    2244.35   (feet)  ADJUSTED  
 TO0613  ___________________________________________________________________
 TO0613  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 TO0613  DYNAMIC HT  -         684.153 (meters)    2244.59  (feet)  COMP
 TO0613  MODELED GRAV-     980,698.6   (mgal)                       NAVD 88
 TO0613
 TO0613  VERT ORDER  -  FIRST     CLASS II
 TO0613
 TO0613.The horizontal coordinates were scaled from a topographic map and have
 TO0613.an estimated accuracy of +/- 6 seconds.
 TO0613
 TO0613.The orthometric height was determined by differential leveling
 TO0613.and adjusted by the National Geodetic Survey in June 1991..
 TO0613
 TO0613.The geoid height was determined by GEOID03.
 TO0613
 TO0613.The dynamic height is computed by dividing the NAVD 88
 TO0613.geopotential number by the normal gravity value computed on the
 TO0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0613.degrees latitude (g = 980.6199 gals.).
 TO0613
 TO0613.The modeled gravity was interpolated from observed gravity values.
 TO0613
 TO0613;                    North         East    Units  Estimated Accuracy
 TO0613;SPC ID W     -   794,520.      757,330.      MT  (+/- 180 meters Scaled)
 TO0613
 TO0613                          SUPERSEDED SURVEY CONTROL
 TO0613
 TO0613.No superseded survey control is available for this station.
 TO0613
 TO0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ491070(NAD 83)
 TO0613_MARKER: I = METAL ROD
 TO0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0613_SP_SET: STAINLESS STEEL ROD
 TO0613_STAMPING: G 382 1980
 TO0613_MARK LOGO: NGS   
 TO0613_PROJECTION: FLUSH
 TO0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0613_ROD/PIPE-DEPTH: 6.0  meters
 TO0613
 TO0613  HISTORY     - Date     Condition        Report By
 TO0613  HISTORY     - 1980     MONUMENTED       NGS
 TO0613
 TO0613                          STATION DESCRIPTION
 TO0613
 TO0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0613'15.4 KM NORTH FROM BONNERS FERRY.
 TO0613'15.4 KILOMETERS (9.55 MILES) NORTH ALONG U.S. HIGHWAY 95 FROM THE POST
 TO0613'OFFICE IN BONNERS FERRY, 0.1 KILOMETERS (0.05 MILE) NORTH OF HIGHWAY
 TO0613'MILEPOST 517, AT THE EAST EDGE OF A PINE FOREST, 14.6 METERS (48.0
 TO0613'FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 11.6 METERS (38.0 FEET)
 TO0613'NORTH OF THE CENTERLINE OF GRAVEL ROAD LEADING EAST.
 TO0613'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 TO0613'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0532 ***********************************************************************
 TO0532  DESIGNATION -  G 383
 TO0532  PID         -  TO0532
 TO0532  STATE/COUNTY-  ID/BOUNDARY
 TO0532  USGS QUAD   -  NAPLES (1996)
 TO0532
 TO0532                         *CURRENT SURVEY CONTROL
 TO0532  ___________________________________________________________________
 TO0532* NAD 83(1986)-  48 36 03.     (N)    116 22 36.     (W)     SCALED    
 TO0532* NAVD 88     -       607.207  (meters)    1992.14   (feet)  ADJUSTED  
 TO0532  ___________________________________________________________________
 TO0532  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TO0532  DYNAMIC HT  -         607.255 (meters)    1992.30  (feet)  COMP
 TO0532  MODELED GRAV-     980,672.4   (mgal)                       NAVD 88
 TO0532
 TO0532  VERT ORDER  -  FIRST     CLASS II
 TO0532
 TO0532.The horizontal coordinates were scaled from a topographic map and have
 TO0532.an estimated accuracy of +/- 6 seconds.
 TO0532
 TO0532.The orthometric height was determined by differential leveling
 TO0532.and adjusted by the National Geodetic Survey in June 1991..
 TO0532
 TO0532.The geoid height was determined by GEOID03.
 TO0532
 TO0532.The dynamic height is computed by dividing the NAVD 88
 TO0532.geopotential number by the normal gravity value computed on the
 TO0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0532.degrees latitude (g = 980.6199 gals.).
 TO0532
 TO0532.The modeled gravity was interpolated from observed gravity values.
 TO0532
 TO0532;                    North         East    Units  Estimated Accuracy
 TO0532;SPC ID W     -   770,760.      753,780.      MT  (+/- 180 meters Scaled)
 TO0532
 TO0532                          SUPERSEDED SURVEY CONTROL
 TO0532
 TO0532.No superseded survey control is available for this station.
 TO0532
 TO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP459832(NAD 83)
 TO0532_MARKER: I = METAL ROD
 TO0532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0532_SP_SET: STAINLESS STEEL ROD
 TO0532_STAMPING: G 383 1980
 TO0532_PROJECTION: FLUSH
 TO0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0532_ROD/PIPE-DEPTH: 9.0  meters
 TO0532
 TO0532  HISTORY     - Date     Condition        Report By
 TO0532  HISTORY     - 1980     MONUMENTED       NGS
 TO0532
 TO0532                          STATION DESCRIPTION
 TO0532
 TO0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0532'13.0 KM SOUTH FROM BONNERS FERRY.
 TO0532'13.0 KILOMETERS (8.0 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM THE
 TO0532'POST OFFICE IN BONNERS FERRY, AT THE JUNCTION OF BROWN CREEK ROAD,
 TO0532'37.8 METERS (124 FEET) SOUTH OF THE CENTERLINE OF BROWN CREEK ROAD,
 TO0532'25.0 METERS (82.0 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 2.4
 TO0532'METERS (7.8 FEET) SOUTH OF IDAHO STATE HIGHWAY RIGHT-OF-WAY MARKER
 TO0532'NUMBER 193 X 00, 0.4 METER (1.3 FEET) EAST OF THE HIGHWAY RIGHT-OF-WAY
 TO0532'FENCE.
 TO0532'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 TO0532'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0569 ***********************************************************************
 TO0569  DESIGNATION -  G 384
 TO0569  PID         -  TO0569
 TO0569  STATE/COUNTY-  ID/BONNER
 TO0569  USGS QUAD   -  CABINET (1989)
 TO0569
 TO0569                         *CURRENT SURVEY CONTROL
 TO0569  ___________________________________________________________________
 TO0569* NAD 83(1986)-  48 05 11.     (N)    116 04 37.     (W)     SCALED    
 TO0569* NAVD 88     -       666.836  (meters)    2187.78   (feet)  ADJUSTED  
 TO0569  ___________________________________________________________________
 TO0569  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TO0569  DYNAMIC HT  -         666.851 (meters)    2187.83  (feet)  COMP
 TO0569  MODELED GRAV-     980,614.3   (mgal)                       NAVD 88
 TO0569
 TO0569  VERT ORDER  -  FIRST     CLASS II
 TO0569
 TO0569.The horizontal coordinates were scaled from a topographic map and have
 TO0569.an estimated accuracy of +/- 6 seconds.
 TO0569
 TO0569.The orthometric height was determined by differential leveling
 TO0569.and adjusted by the National Geodetic Survey in June 1991..
 TO0569
 TO0569.The geoid height was determined by GEOID03.
 TO0569
 TO0569.The dynamic height is computed by dividing the NAVD 88
 TO0569.geopotential number by the normal gravity value computed on the
 TO0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0569.degrees latitude (g = 980.6199 gals.).
 TO0569
 TO0569.The modeled gravity was interpolated from observed gravity values.
 TO0569
 TO0569;                    North         East    Units  Estimated Accuracy
 TO0569;SPC ID W     -   713,420.      775,640.      MT  (+/- 180 meters Scaled)
 TO0569
 TO0569                          SUPERSEDED SURVEY CONTROL
 TO0569
 TO0569.No superseded survey control is available for this station.
 TO0569
 TO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP687263(NAD 83)
 TO0569_MARKER: DB = BENCH MARK DISK
 TO0569_SETTING: 66 = SET IN ROCK OUTCROP
 TO0569_SP_SET: ROCK OUTCROP
 TO0569_STAMPING: G 384 1980
 TO0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0569+STABILITY: POSITION/ELEVATION WELL
 TO0569
 TO0569  HISTORY     - Date     Condition        Report By
 TO0569  HISTORY     - 1980     MONUMENTED       NGS
 TO0569
 TO0569                          STATION DESCRIPTION
 TO0569
 TO0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0569'10.5 KM SE FROM CLARK FORK.
 TO0569'10.5 KILOMETERS (6.55 MILES) SOUTHEAST RALNG STATE HIGHWAY 200 FROM
 TO0569'THE PUBLIC SCHOOL IN CLARK FORK, 0.5 KILOMETER (0.3 MILE) WEST
 TO0569'OF HIGHWAY MILEPOST 62, 0.2 KILOMETER (0.1 MILE) EAST OF THE BOTTOM
 TO0569'OF A HIGHWAY GRADE, SET IN TOP OF A SMALL ROCK SHELF IN A BEDROCK
 TO0569'HIGHWAY CUT, 5.95 METERS (19.5 FEET) NORTH OF THE CENTERLINE OF THE
 TO0569'HIGHWAY, 44.2 METERS (145 FEET) EAST OF THE WEST END OF THE CUT,
 TO0569'37.1 METERS (122 FEET) NORTHWEST ACROSS THE HIGHWAY FROM A Y JUNCTION
 TO0569'POWER LINE POLE NUMBER C 860, 29.6 METERS (97.0 FEET) WEST OF THE
 TO0569'EAST END OF THE CUT, DIRECTLY BELOW THE BASE OF A POWER LINE POLE
 TO0569'ON TOP OF THE CUT.
 TO0569'THE MARK IS 0.55 METERS  NW FROM A WITNESS POST.
 TO0569'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0574 ***********************************************************************
 TO0574  DESIGNATION -  G 385
 TO0574  PID         -  TO0574
 TO0574  STATE/COUNTY-  ID/BONNER
 TO0574  USGS QUAD   -  DERR POINT (1989)
 TO0574
 TO0574                         *CURRENT SURVEY CONTROL
 TO0574  ___________________________________________________________________
 TO0574* NAD 83(1986)-  48 07 18.     (N)    116 08 52.     (W)     SCALED    
 TO0574* NAVD 88     -       635.503  (meters)    2084.98   (feet)  ADJUSTED  
 TO0574  ___________________________________________________________________
 TO0574  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 TO0574  DYNAMIC HT  -         635.531 (meters)    2085.07  (feet)  COMP
 TO0574  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 TO0574
 TO0574  VERT ORDER  -  FIRST     CLASS II
 TO0574
 TO0574.The horizontal coordinates were scaled from a topographic map and have
 TO0574.an estimated accuracy of +/- 6 seconds.
 TO0574
 TO0574.The orthometric height was determined by differential leveling
 TO0574.and adjusted by the National Geodetic Survey in June 1991..
 TO0574
 TO0574.The geoid height was determined by GEOID03.
 TO0574
 TO0574.The dynamic height is computed by dividing the NAVD 88
 TO0574.geopotential number by the normal gravity value computed on the
 TO0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0574.degrees latitude (g = 980.6199 gals.).
 TO0574
 TO0574.The modeled gravity was interpolated from observed gravity values.
 TO0574
 TO0574;                    North         East    Units  Estimated Accuracy
 TO0574;SPC ID W     -   717,370.      770,390.      MT  (+/- 180 meters Scaled)
 TO0574
 TO0574                          SUPERSEDED SURVEY CONTROL
 TO0574
 TO0574.No superseded survey control is available for this station.
 TO0574
 TO0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP634301(NAD 83)
 TO0574_MARKER: DB = BENCH MARK DISK
 TO0574_SETTING: 66 = SET IN ROCK OUTCROP
 TO0574_SP_SET: ROCK OUTCROP
 TO0574_STAMPING: G 385 1980
 TO0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0574+STABILITY: POSITION/ELEVATION WELL
 TO0574
 TO0574  HISTORY     - Date     Condition        Report By
 TO0574  HISTORY     - 1980     MONUMENTED       NGS
 TO0574
 TO0574                          STATION DESCRIPTION
 TO0574
 TO0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0574'3.6 KM SE FROM CLARK FORK.
 TO0574'3.6 KILOMETERS (2.25 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0574'THE PUBLIC SCHOOL IN CLARK FORK, 0.8 KILOMETER (0.5 MILE)
 TO0574'SOUTHEAST OF HIGHWAY MILEPOST 57, ACROSS THE HIGHWAY FROM A BEDROCK
 TO0574'CUT, SET IN TOP OF A ROCK POINT PROJECTING INTO A BRANCH OF THE
 TO0574'CLARK FORK RIVER, 10.7 METERS (35.0 FEET) SOUTHWEST OF THE CENTERLINE
 TO0574'OF THE HIGHWAY, 29.9 METERS (98.0 FEET) WEST ACROSS THE HIGHWAY FROM
 TO0574'A POWER LINE POLE WITH A GUY WIRE, 7.0 METERS (23.0 FEET) SOUTHEAST
 TO0574'OF AN ABANDONED POWER LINE POLE WITH A GUY WIRE, 4.03 METERS (13.3
 TO0574'FEET) NORTH OF THE SOUTHEAST ONE OF TWO POINTS OF THE OUTCROP
 TO0574'PROJECTING INTO THE RIVER.
 TO0574'THE MARK IS 1.5 METERS  N FROM A WITNESS POST.
 TO0574'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0691 ***********************************************************************
 TO0691  DESIGNATION -  G 386
 TO0691  PID         -  TO0691
 TO0691  STATE/COUNTY-  ID/BONNER
 TO0691  USGS QUAD   -  PRIEST RIVER (1996)
 TO0691
 TO0691                         *CURRENT SURVEY CONTROL
 TO0691  ___________________________________________________________________
 TO0691* NAD 83(1986)-  48 10 49.     (N)    116 58 38.     (W)     SCALED    
 TO0691* NAVD 88     -       671.811  (meters)    2204.10   (feet)  ADJUSTED  
 TO0691  ___________________________________________________________________
 TO0691  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 TO0691  DYNAMIC HT  -         671.873 (meters)    2204.30  (feet)  COMP
 TO0691  MODELED GRAV-     980,681.8   (mgal)                       NAVD 88
 TO0691
 TO0691  VERT ORDER  -  FIRST     CLASS II
 TO0691
 TO0691.The horizontal coordinates were scaled from a topographic map and have
 TO0691.an estimated accuracy of +/- 6 seconds.
 TO0691
 TO0691.The orthometric height was determined by differential leveling
 TO0691.and adjusted by the National Geodetic Survey in June 1991..
 TO0691
 TO0691.The geoid height was determined by GEOID03.
 TO0691
 TO0691.The dynamic height is computed by dividing the NAVD 88
 TO0691.geopotential number by the normal gravity value computed on the
 TO0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0691.degrees latitude (g = 980.6199 gals.).
 TO0691
 TO0691.The modeled gravity was interpolated from observed gravity values.
 TO0691
 TO0691;                    North         East    Units  Estimated Accuracy
 TO0691;SPC ID W     -   724,540.      708,740.      MT  (+/- 180 meters Scaled)
 TO0691
 TO0691                          SUPERSEDED SURVEY CONTROL
 TO0691
 TO0691.No superseded survey control is available for this station.
 TO0691
 TO0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP016363(NAD 83)
 TO0691_MARKER: I = METAL ROD
 TO0691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0691_SP_SET: STAINLESS STEEL ROD
 TO0691_STAMPING: G 386 1980
 TO0691_PROJECTION: FLUSH
 TO0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0691_ROD/PIPE-DEPTH: 3.0  meters
 TO0691
 TO0691  HISTORY     - Date     Condition        Report By
 TO0691  HISTORY     - 1980     MONUMENTED       NGS
 TO0691
 TO0691                          STATION DESCRIPTION
 TO0691
 TO0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0691'4.4 KM WEST FROM PRIEST RIVER.
 TO0691'4.4 KILOMETERS (2.75 MILES) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNIOR
 TO0691'HIGHSCH00L IN PRIEST RIVER, AT A POWER LINE CROSSING THE HIGHWAY,
 TO0691'IN LINE WITH A ROW OF TELEPHONE POLES, 61.0 METERS (200 FEET) WEST
 TO0691'OF HIGHWAY MILEPOST 3, 16.8 METERS (55.0 FEET) SOUTH OF THE CENTERLINE
 TO0691'OF THE HIGHWAY, 10.7 METERS (35.0 FEET) EAST OF THE CENTERLINE OF A
 TO0691'DIRT DRIVE LEADING SOUTH, 5.8 METERS (19.0 FEET) NORTH OF A POWER LINE
 TO0691'POLE WITH ONE GUY WIRE, 1.2 METERS (4.0 FEET) WEST OF TELEPHONE POLE
 TO0691'NUMBER 208901 WITH ONE GUY WIRE.
 TO0691'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 TO0691'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0601 ***********************************************************************
 TO0601  DESIGNATION -  G 387
 TO0601  PID         -  TO0601
 TO0601  STATE/COUNTY-  ID/BONNER
 TO0601  USGS QUAD   -  ODEN BAY (1996)
 TO0601
 TO0601                         *CURRENT SURVEY CONTROL
 TO0601  ___________________________________________________________________
 TO0601* NAD 83(1986)-  48 19 02.     (N)    116 28 43.     (W)     SCALED    
 TO0601* NAVD 88     -       647.101  (meters)    2123.03   (feet)  ADJUSTED  
 TO0601  ___________________________________________________________________
 TO0601  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TO0601  DYNAMIC HT  -         647.150 (meters)    2123.19  (feet)  COMP
 TO0601  MODELED GRAV-     980,665.6   (mgal)                       NAVD 88
 TO0601
 TO0601  VERT ORDER  -  FIRST     CLASS II
 TO0601
 TO0601.The horizontal coordinates were scaled from a topographic map and have
 TO0601.an estimated accuracy of +/- 6 seconds.
 TO0601
 TO0601.The orthometric height was determined by differential leveling
 TO0601.and adjusted by the National Geodetic Survey in June 1991..
 TO0601
 TO0601.The geoid height was determined by GEOID03.
 TO0601
 TO0601.The dynamic height is computed by dividing the NAVD 88
 TO0601.geopotential number by the normal gravity value computed on the
 TO0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0601.degrees latitude (g = 980.6199 gals.).
 TO0601
 TO0601.The modeled gravity was interpolated from observed gravity values.
 TO0601
 TO0601;                    North         East    Units  Estimated Accuracy
 TO0601;SPC ID W     -   739,290.      745,970.      MT  (+/- 180 meters Scaled)
 TO0601
 TO0601                          SUPERSEDED SURVEY CONTROL
 TO0601
 TO0601.No superseded survey control is available for this station.
 TO0601
 TO0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP386516(NAD 83)
 TO0601_MARKER: I = METAL ROD
 TO0601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0601_SP_SET: STAINLESS STEEL ROD
 TO0601_STAMPING: G 387 1980
 TO0601_PROJECTION: FLUSH
 TO0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0601_ROD/PIPE-DEPTH: 12.3 meters
 TO0601
 TO0601  HISTORY     - Date     Condition        Report By
 TO0601  HISTORY     - 1980     MONUMENTED       NGS
 TO0601
 TO0601                          STATION DESCRIPTION
 TO0601
 TO0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0601'8.7 KM NE FROM SANDPOINT.
 TO0601'8.7 KILOMETERS (5.4 MILES) NORTHEAST ALONG STATE HIGHWAY 200 FROM THE
 TO0601'SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, 25.8 METERS (84.6
 TO0601'FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 55.3 METERS (181
 TO0601'FEET) WEST OF HIGHWAY MILEPOST 34, 30.5 METERS (100 FEET) SOUTHEAST
 TO0601'OF THE CENTERLINE OF A PRIVATE ROAD CROSSING THE BURLINGTON NORTHERN
 TO0601'RAILWAY TO A FARM, 10.5 METERS (34.4 FEET) NORTHEAST OF THE NORTHEAST
 TO0601'RAIL OF THE TRACKS, 2.0 METERS (6.6 FEET) NORTHWEST OF A TELEGRAPH
 TO0601'POLE.
 TO0601'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 TO0601'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0797 ***********************************************************************
 RY0797  DESIGNATION -  G 388
 RY0797  PID         -  RY0797
 RY0797  STATE/COUNTY-  ID/IDAHO
 RY0797  USGS QUAD   -  CAYUSE JUNCTION (1994)
 RY0797
 RY0797                         *CURRENT SURVEY CONTROL
 RY0797  ___________________________________________________________________
 RY0797* NAD 83(1986)-  46 30 41.     (N)    114 45 43.     (W)     SCALED    
 RY0797* NAVD 88     -      1013.053  (meters)    3323.66   (feet)  ADJUSTED  
 RY0797  ___________________________________________________________________
 RY0797  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 RY0797  DYNAMIC HT  -        1012.845 (meters)    3322.98  (feet)  COMP
 RY0797  MODELED GRAV-     980,374.9   (mgal)                       NAVD 88
 RY0797
 RY0797  VERT ORDER  -  FIRST     CLASS II
 RY0797
 RY0797.The horizontal coordinates were scaled from a topographic map and have
 RY0797.an estimated accuracy of +/- 6 seconds.
 RY0797
 RY0797.The orthometric height was determined by differential leveling
 RY0797.and adjusted by the National Geodetic Survey in June 1991..
 RY0797
 RY0797.The geoid height was determined by GEOID03.
 RY0797
 RY0797.The dynamic height is computed by dividing the NAVD 88
 RY0797.geopotential number by the normal gravity value computed on the
 RY0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0797.degrees latitude (g = 980.6199 gals.).
 RY0797
 RY0797.The modeled gravity was interpolated from observed gravity values.
 RY0797
 RY0797;                    North         East    Units  Estimated Accuracy
 RY0797;SPC ID W     -   538,760.      875,830.      MT  (+/- 180 meters Scaled)
 RY0797
 RY0797                          SUPERSEDED SURVEY CONTROL
 RY0797
 RY0797.No superseded survey control is available for this station.
 RY0797
 RY0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM716533(NAD 83)
 RY0797_MARKER: DB = BENCH MARK DISK
 RY0797_SETTING: 66 = SET IN ROCK OUTCROP
 RY0797_SP_SET: ROCK OUTCROP
 RY0797_STAMPING: G 388 1980
 RY0797_MARK LOGO: NGS   
 RY0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0797+STABILITY: POSITION/ELEVATION WELL
 RY0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RY0797+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 RY0797
 RY0797  HISTORY     - Date     Condition        Report By
 RY0797  HISTORY     - 1980     MONUMENTED       NGS
 RY0797  HISTORY     - 20060913 GOOD             GEOCAC
 RY0797
 RY0797                          STATION DESCRIPTION
 RY0797
 RY0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0797'4.9 KM (3.05 MI) WEST FROM POWELL RANGER STATION.
 RY0797'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0797'RANGER STATION, THENCE 3.9 KILOMETERS (2.45 MILES) WEST ALONG U.S.
 RY0797'HIGHWAY 12, 0.6 KILOMETER (0.4 MILE) NORTHEAST OF HIGHWAY MILEPOST
 RY0797'159, SET IN TOP OF A SMALL GRANITE OUTCROP AT THE NORTHEAST END OF
 RY0797'A BEDROCK HIGHWAY CUT, 7.6 METERS (25.0 FEET) NORTHWEST OF THE
 RY0797'CENTERLINE OF THE HIGHWAY, 2.1 METERS (6.8 FEET) NORTHWEST OF THE
 RY0797'WEST CORNER OF A CONCRETE RETAINING WALL AT THE WEST CORNER OF A
 RY0797'HIGHWAY BRIDGE OVER PAPOOSE CREEK.
 RY0797'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RY0797'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RY0797
 RY0797                          STATION RECOVERY (2006)
 RY0797
 RY0797'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RY0797'HANDHLED COORIDNATES ARE N46-30-41.58 W114-45-43.38.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0772 ***********************************************************************
 RY0772  DESIGNATION -  G 389
 RY0772  PID         -  RY0772
 RY0772  STATE/COUNTY-  ID/IDAHO
 RY0772  USGS QUAD   -  GREYSTONE BUTTE (1994)
 RY0772
 RY0772                         *CURRENT SURVEY CONTROL
 RY0772  ___________________________________________________________________
 RY0772* NAD 83(1986)-  46 25 56.     (N)    115 06 44.     (W)     SCALED    
 RY0772* NAVD 88     -       819.185  (meters)    2687.61   (feet)  ADJUSTED  
 RY0772  ___________________________________________________________________
 RY0772  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 RY0772  DYNAMIC HT  -         819.035 (meters)    2687.12  (feet)  COMP
 RY0772  MODELED GRAV-     980,406.0   (mgal)                       NAVD 88
 RY0772
 RY0772  VERT ORDER  -  FIRST     CLASS II
 RY0772
 RY0772.The horizontal coordinates were scaled from a topographic map and have
 RY0772.an estimated accuracy of +/- 6 seconds.
 RY0772
 RY0772.The orthometric height was determined by differential leveling
 RY0772.and adjusted by the National Geodetic Survey in June 1991..
 RY0772
 RY0772.The geoid height was determined by GEOID03.
 RY0772
 RY0772.The dynamic height is computed by dividing the NAVD 88
 RY0772.geopotential number by the normal gravity value computed on the
 RY0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0772.degrees latitude (g = 980.6199 gals.).
 RY0772
 RY0772.The modeled gravity was interpolated from observed gravity values.
 RY0772
 RY0772;                    North         East    Units  Estimated Accuracy
 RY0772;SPC ID W     -   529,680.      849,020.      MT  (+/- 180 meters Scaled)
 RY0772
 RY0772                          SUPERSEDED SURVEY CONTROL
 RY0772
 RY0772.No superseded survey control is available for this station.
 RY0772
 RY0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM450438(NAD 83)
 RY0772_MARKER: DB = BENCH MARK DISK
 RY0772_SETTING: 66 = SET IN ROCK OUTCROP
 RY0772_SP_SET: ROCK OUTCROP
 RY0772_STAMPING: G 389 1980
 RY0772_MARK LOGO: NGS   
 RY0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0772+STABILITY: POSITION/ELEVATION WELL
 RY0772
 RY0772  HISTORY     - Date     Condition        Report By
 RY0772  HISTORY     - 1980     MONUMENTED       NGS
 RY0772
 RY0772                          STATION DESCRIPTION
 RY0772
 RY0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0772'25.2 KM (15.65 MI) NE FROM LOCHSA RANGER STATION.
 RY0772'25.2 KILOMETERS (15.65 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0772'THE LOCHSA RANGER STATION, 0.5 KILOMETER (0.3 MILE) NORTHEAST OF
 RY0772'LOST CREEK, 0.5 KILOMETER (0.3 MILE) SOUTH OF HIGHWAY MILEPOST 137,
 RY0772'SET IN TOP OF A SMALL ROCK SHELF AT THE BOTTOM OF A 60-CENTIMETER
 RY0772'(24-INCH) WIDE VEIN OF BROWN ROCK, 7.0 METERS (23.0 FEET) NORTHWEST
 RY0772'OF THE CENTERLINE OF THE HIGHWAY, 99.7 METERS (327 FEET) SOUTHWEST
 RY0772'OF THE NORTH END OF THE CUT, 91.8 METERS (302 FEET) NORTHEAST
 RY0772'ACROSS THE HIGHWAY FROM THE NORTHEAST END OF A STEEL GUARDRAIL, 14.0
 RY0772'METERS (46.0 FEET) NORTHEAST OF THE BOTTOM EDGE OF A 3-METER
 RY0772'(10-FOOT) WIDE VEIN OF DARK GRAY ROCK.
 RY0772'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 RY0772'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0094 ***********************************************************************
 QA0094  DESIGNATION -  G 39
 QA0094  PID         -  QA0094
 QA0094  STATE/COUNTY-  ID/CUSTER
 QA0094  USGS QUAD   -  LIVINGSTON CREEK (1980)
 QA0094
 QA0094                         *CURRENT SURVEY CONTROL
 QA0094  ___________________________________________________________________
 QA0094* NAD 83(1986)-  44 14 57.     (N)    114 31 56.     (W)     SCALED    
 QA0094* NAVD 88     -      1714.416  (meters)    5624.71   (feet)  ADJUSTED  
 QA0094  ___________________________________________________________________
 QA0094  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 QA0094  DYNAMIC HT  -        1713.448 (meters)    5621.54  (feet)  COMP
 QA0094  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 QA0094
 QA0094  VERT ORDER  -  SECOND    CLASS 0
 QA0094
 QA0094.The horizontal coordinates were scaled from a topographic map and have
 QA0094.an estimated accuracy of +/- 6 seconds.
 QA0094
 QA0094.The orthometric height was determined by differential leveling
 QA0094.and adjusted by the National Geodetic Survey in June 1991..
 QA0094
 QA0094.The geoid height was determined by GEOID03.
 QA0094
 QA0094.The dynamic height is computed by dividing the NAVD 88
 QA0094.geopotential number by the normal gravity value computed on the
 QA0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0094.degrees latitude (g = 980.6199 gals.).
 QA0094
 QA0094.The modeled gravity was interpolated from observed gravity values.
 QA0094
 QA0094;                    North         East    Units  Estimated Accuracy
 QA0094;SPC ID C     -   287,020.      457,490.      MT  (+/- 180 meters Scaled)
 QA0094
 QA0094                          SUPERSEDED SURVEY CONTROL
 QA0094
 QA0094  NGVD 29 (??/??/92) 1713.170  (m)         5620.63   (f) ADJ UNCH    2 0
 QA0094
 QA0094.Superseded values are not recommended for survey control.
 QA0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0094.See file dsdata.txt to determine how the superseded data were derived.
 QA0094
 QA0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK970025(NAD 83)
 QA0094_MARKER: DB = BENCH MARK DISK
 QA0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0094_STAMPING: G 39 1934
 QA0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0094+STABILITY: SURFACE MOTION
 QA0094
 QA0094  HISTORY     - Date     Condition        Report By
 QA0094  HISTORY     - 1934     MONUMENTED       CGS
 QA0094  HISTORY     - 20000620 MARK NOT FOUND   IDTD
 QA0094
 QA0094                          STATION DESCRIPTION
 QA0094
 QA0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QA0094'8.4 MI W FROM CLAYTON.
 QA0094'8.4 MILES WEST ALONG OLD U. S. HIGHWAY 93 FROM THE POST OFFICE AT
 QA0094'CLAYTON, CUSTER COUNTY, 0.1 MILE WEST OF THE BLACK RANCH NEAR HOLMAN
 QA0094'CREEK, 100 FEET EAST OF THE CENTERLINE EXTENDED OF A GULCH TO THE
 QA0094'NORTH, 15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7 FEET NORTH OF
 QA0094'AN IRRIGATION DITCH, AND SET IN THE TOP OF A CONCRETE POST.
 QA0094
 QA0094                          STATION RECOVERY (2000)
 QA0094
 QA0094'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (JAK)
 QA0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1390 ***********************************************************************
 RZ1390  DESIGNATION -  G 391
 RZ1390  PID         -  RZ1390
 RZ1390  STATE/COUNTY-  ID/LEWIS
 RZ1390  USGS QUAD   -  SIXMILE CREEK (1994)
 RZ1390
 RZ1390                         *CURRENT SURVEY CONTROL
 RZ1390  ___________________________________________________________________
 RZ1390* NAD 83(1986)-  46 19 24.     (N)    116 08 24.     (W)     SCALED    
 RZ1390* NAVD 88     -       339.637  (meters)    1114.29   (feet)  ADJUSTED  
 RZ1390  ___________________________________________________________________
 RZ1390  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 RZ1390  DYNAMIC HT  -         339.616 (meters)    1114.22  (feet)  COMP
 RZ1390  MODELED GRAV-     980,542.9   (mgal)                       NAVD 88
 RZ1390
 RZ1390  VERT ORDER  -  FIRST     CLASS II
 RZ1390
 RZ1390.The horizontal coordinates were scaled from a topographic map and have
 RZ1390.an estimated accuracy of +/- 6 seconds.
 RZ1390
 RZ1390.The orthometric height was determined by differential leveling
 RZ1390.and adjusted by the National Geodetic Survey in June 1991..
 RZ1390
 RZ1390.The geoid height was determined by GEOID03.
 RZ1390
 RZ1390.The dynamic height is computed by dividing the NAVD 88
 RZ1390.geopotential number by the normal gravity value computed on the
 RZ1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1390.degrees latitude (g = 980.6199 gals.).
 RZ1390
 RZ1390.The modeled gravity was interpolated from observed gravity values.
 RZ1390
 RZ1390;                    North         East    Units  Estimated Accuracy
 RZ1390;SPC ID W     -   517,450.      769,970.      MT  (+/- 180 meters Scaled)
 RZ1390
 RZ1390                          SUPERSEDED SURVEY CONTROL
 RZ1390
 RZ1390.No superseded survey control is available for this station.
 RZ1390
 RZ1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM662303(NAD 83)
 RZ1390_MARKER: DB = BENCH MARK DISK
 RZ1390_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1390_SP_SET: ROCK OUTCROP
 RZ1390_STAMPING: G 391 1980
 RZ1390_MARK LOGO: NGS   
 RZ1390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1390+STABILITY: POSITION/ELEVATION WELL
 RZ1390
 RZ1390  HISTORY     - Date     Condition        Report By
 RZ1390  HISTORY     - 1980     MONUMENTED       NGS
 RZ1390
 RZ1390                          STATION DESCRIPTION
 RZ1390
 RZ1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1390'16.2 KM (10.1 MI) NW FROM KAMIAH.
 RZ1390'16.2 KILOMETERS (10.1 MILES) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1390'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN
 RZ1390'KAMIAH, AT THE NORTHWEST END OF A HIGHWAY PULLOUT, SET IN TOP OF THE
 RZ1390'NORTHEAST EDGE OF A FLAT-TOPPED OUTCROP AT THE NORTHWEST END OF A
 RZ1390'LARGE OUTCROP ON THE SOUTHWEST BANK OF THE CLEARWATER RIVER, 11.6
 RZ1390'METERS (38.0 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 138.2
 RZ1390'METERS (453 FEET) SOUTHEAST OF A LONE 75-CENTIMETER (30-INCH)
 RZ1390'DIAMETER CEDAR TREE, 76.6 METERS (251 FEET) NORTHWEST ACROSS THE
 RZ1390'HIGHWAY FROM MILEPOST 57, 1.8 METERS (6.0 FEET) SOUTHEAST OF THE
 RZ1390'NORTHWEST EDGE OF THE OUTCROP.
 RZ1390'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 RZ1390'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1366 ***********************************************************************
 RZ1366  DESIGNATION -  G 392
 RZ1366  PID         -  RZ1366
 RZ1366  STATE/COUNTY-  ID/NEZ PERCE
 RZ1366  USGS QUAD   -  PECK (1967)
 RZ1366
 RZ1366                         *CURRENT SURVEY CONTROL
 RZ1366  ___________________________________________________________________
 RZ1366* NAD 83(1986)-  46 29 56.     (N)    116 28 16.     (W)     SCALED    
 RZ1366* NAVD 88     -       288.557  (meters)     946.71   (feet)  ADJUSTED  
 RZ1366  ___________________________________________________________________
 RZ1366  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 RZ1366  DYNAMIC HT  -         288.545 (meters)     946.67  (feet)  COMP
 RZ1366  MODELED GRAV-     980,567.7   (mgal)                       NAVD 88
 RZ1366
 RZ1366  VERT ORDER  -  FIRST     CLASS II
 RZ1366
 RZ1366.The horizontal coordinates were scaled from a topographic map and have
 RZ1366.an estimated accuracy of +/- 6 seconds.
 RZ1366
 RZ1366.The orthometric height was determined by differential leveling
 RZ1366.and adjusted by the National Geodetic Survey in June 1991..
 RZ1366
 RZ1366.The geoid height was determined by GEOID03.
 RZ1366
 RZ1366.The dynamic height is computed by dividing the NAVD 88
 RZ1366.geopotential number by the normal gravity value computed on the
 RZ1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1366.degrees latitude (g = 980.6199 gals.).
 RZ1366
 RZ1366.The modeled gravity was interpolated from observed gravity values.
 RZ1366
 RZ1366;                    North         East    Units  Estimated Accuracy
 RZ1366;SPC ID W     -   537,140.      744,650.      MT  (+/- 180 meters Scaled)
 RZ1366
 RZ1366                          SUPERSEDED SURVEY CONTROL
 RZ1366
 RZ1366.No superseded survey control is available for this station.
 RZ1366
 RZ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM405496(NAD 83)
 RZ1366_MARKER: DB = BENCH MARK DISK
 RZ1366_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1366_SP_SET: ROCK OUTCROP
 RZ1366_STAMPING: G 392 1980
 RZ1366_MARK LOGO: NGS   
 RZ1366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1366+STABILITY: POSITION/ELEVATION WELL
 RZ1366
 RZ1366  HISTORY     - Date     Condition        Report By
 RZ1366  HISTORY     - 1980     MONUMENTED       NGS
 RZ1366
 RZ1366                          STATION DESCRIPTION
 RZ1366
 RZ1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1366'7.0 KM (4.35 MI) EAST FROM LENORE.
 RZ1366'7.0 KILOMETERS (4.35 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1366'SOUTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER
 RZ1366'IN LENORE, 0.9 KILOMETER (0.55 MILE) NORTHWEST OF HIGHWAY MILEPOST 33,
 RZ1366'0.3 KILOMETER (0.2 MILE) SOUTHEAST OF THE TOMAHAWK TRAILER PARK,
 RZ1366'DIRECTLY ACROSS THE HIGHWAY AND RIVER FROM A SANDY BEACH, SET IN TOP
 RZ1366'OF A ROCK OUTCROP AT THE NORTHWEST END OF A 1.8 X 1.8 METER
 RZ1366'(6 X 6 FOOT) VERTICAL FACE OF GRANITE, 23.5 METERS (77.0 FEET)
 RZ1366'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 111.3 METERS (365 FEET)
 RZ1366'SOUTHEAST OF W 363 USE, 99.1 METERS (325 FEET) NORTHWEST OF
 RZ1366'THE NORTHWEST END OF A CONCRETE HEADWALL FOR THE SOUTHWEST END OF A
 RZ1366'45-CENTIMETER (18-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY,
 RZ1366'57.9 METERS (190 FEET) SOUTHEAST OF THE TOP CENTER OF THE SOUTHWEST
 RZ1366'END OF A 60-CENTIMETER (24-INCH) DIAMETER STEEL PIPE CULVERT UNDER
 RZ1366'THE HIGHWAY.
 RZ1366'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 RZ1366'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1409 ***********************************************************************
 RZ1409  DESIGNATION -  G 393
 RZ1409  PID         -  RZ1409
 RZ1409  STATE/COUNTY-  ID/NEZ PERCE
 RZ1409  USGS QUAD   -  CLARKSTON (1971)
 RZ1409
 RZ1409                         *CURRENT SURVEY CONTROL
 RZ1409  ___________________________________________________________________
 RZ1409* NAD 83(1986)-  46 27 36.     (N)    117 00 34.     (W)     SCALED    
 RZ1409* NAVD 88     -       738.386  (meters)    2422.52   (feet)  ADJUSTED  
 RZ1409  ___________________________________________________________________
 RZ1409  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 RZ1409  DYNAMIC HT  -         738.333 (meters)    2422.35  (feet)  COMP
 RZ1409  MODELED GRAV-     980,517.7   (mgal)                       NAVD 88
 RZ1409
 RZ1409  VERT ORDER  -  FIRST     CLASS II
 RZ1409
 RZ1409.The horizontal coordinates were scaled from a topographic map and have
 RZ1409.an estimated accuracy of +/- 6 seconds.
 RZ1409
 RZ1409.The orthometric height was determined by differential leveling
 RZ1409.and adjusted by the National Geodetic Survey in June 1991..
 RZ1409
 RZ1409.The geoid height was determined by GEOID03.
 RZ1409
 RZ1409.The dynamic height is computed by dividing the NAVD 88
 RZ1409.geopotential number by the normal gravity value computed on the
 RZ1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1409.degrees latitude (g = 980.6199 gals.).
 RZ1409
 RZ1409.The modeled gravity was interpolated from observed gravity values.
 RZ1409
 RZ1409;                    North         East    Units  Estimated Accuracy
 RZ1409;SPC ID W     -   533,340.      703,260.      MT  (+/- 180 meters Scaled)
 RZ1409
 RZ1409                          SUPERSEDED SURVEY CONTROL
 RZ1409
 RZ1409.No superseded survey control is available for this station.
 RZ1409
 RZ1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM992451(NAD 83)
 RZ1409_MARKER: DB = BENCH MARK DISK
 RZ1409_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1409_SP_SET: ROCK OUTCROP
 RZ1409_STAMPING: G 393 1980
 RZ1409_MARK LOGO: NGS   
 RZ1409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1409+STABILITY: POSITION/ELEVATION WELL
 RZ1409
 RZ1409  HISTORY     - Date     Condition        Report By
 RZ1409  HISTORY     - 1980     MONUMENTED       NGS
 RZ1409
 RZ1409                          STATION DESCRIPTION
 RZ1409
 RZ1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1409'11.6 KM (7.25 MI) NORTH FROM LEWISTON.
 RZ1409'11.6 KILOMETERS (7.25 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ1409'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, 0.25 KILOMETER (0.15 MILE)
 RZ1409'EAST OF A HIGHWAY TURNOUT, AT THE WEST (BOTTOM) END OF A LONG HAIRPIN
 RZ1409'TURN, SET IN TOP OF A ROCK OUTCROP ON THE SOUTH SIDE OF A SLOPE, 36.9
 RZ1409'METERS (121 FEET) WEST OF THE EAST END OF THE CUT, 15.6 METERS (51.0
 RZ1409'FEET) WEST OF THE SOUTH END OF A BARBED WIRE FENCE, 6.7 METERS (22.0
 RZ1409'FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 RZ1409'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RZ1409'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0280 ***********************************************************************
 OZ0280  DESIGNATION -  G 40
 OZ0280  PID         -  OZ0280
 OZ0280  STATE/COUNTY-  ID/BLAINE
 OZ0280  USGS QUAD   -  ALTURAS LAKE (1963)
 OZ0280
 OZ0280                         *CURRENT SURVEY CONTROL
 OZ0280  ___________________________________________________________________
 OZ0280* NAD 83(1986)-  43 58 22.     (N)    114 49 36.     (W)     SCALED    
 OZ0280* NAVD 88     -      2110.522  (meters)    6924.27   (feet)  ADJUSTED  
 OZ0280  ___________________________________________________________________
 OZ0280  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 OZ0280  DYNAMIC HT  -        2109.116 (meters)    6919.66  (feet)  COMP
 OZ0280  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 OZ0280
 OZ0280  VERT ORDER  -  SECOND    CLASS 0
 OZ0280
 OZ0280.The horizontal coordinates were scaled from a topographic map and have
 OZ0280.an estimated accuracy of +/- 6 seconds.
 OZ0280
 OZ0280.The orthometric height was determined by differential leveling
 OZ0280.and adjusted by the National Geodetic Survey in June 1991..
 OZ0280
 OZ0280.The geoid height was determined by GEOID03.
 OZ0280
 OZ0280.The dynamic height is computed by dividing the NAVD 88
 OZ0280.geopotential number by the normal gravity value computed on the
 OZ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0280.degrees latitude (g = 980.6199 gals.).
 OZ0280
 OZ0280.The modeled gravity was interpolated from observed gravity values.
 OZ0280
 OZ0280;                    North         East    Units  Estimated Accuracy
 OZ0280;SPC ID C     -   256,500.      433,670.      MT  (+/- 180 meters Scaled)
 OZ0280
 OZ0280                          SUPERSEDED SURVEY CONTROL
 OZ0280
 OZ0280  NGVD 29 (??/??/92) 2109.120  (m)         6919.67   (f) ADJ UNCH    2 0
 OZ0280
 OZ0280.Superseded values are not recommended for survey control.
 OZ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0280.See file dsdata.txt to determine how the superseded data were derived.
 OZ0280
 OZ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ743711(NAD 83)
 OZ0280_MARKER: DB = BENCH MARK DISK
 OZ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0280_STAMPING: G 40 1934
 OZ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0280+STABILITY: SURFACE MOTION
 OZ0280
 OZ0280  HISTORY     - Date     Condition        Report By
 OZ0280  HISTORY     - 1934     MONUMENTED       CGS
 OZ0280
 OZ0280                          STATION DESCRIPTION
 OZ0280
 OZ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OZ0280'19.5 MI SE FROM STANLEY.
 OZ0280'IN BLAINE COUNTY, 19.5 MILES SOUTHEAST ALONG NEW U. S. HIGHWAY 93 FROM
 OZ0280'VALLEY CREEK RANGER STATION AT STANLEY, CUSTER COUNTY, 650 FEET
 OZ0280'SOUTHEAST OF THE MIDDLE OF A SMALL CULVERT, 600 FEET NORTHWEST OF A
 OZ0280'10-FOOT SOUTHWEST-AND-NORTHEAST TERRACE, 330 FEET SOUTHEAST OF
 OZ0280'RIGHT-OF-WAY POST 97, 51 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0280'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1483 ***********************************************************************
 RZ1483  DESIGNATION -  G 402
 RZ1483  PID         -  RZ1483
 RZ1483  STATE/COUNTY-  ID/NEZ PERCE
 RZ1483  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ1483
 RZ1483                         *CURRENT SURVEY CONTROL
 RZ1483  ___________________________________________________________________
 RZ1483* NAD 83(1986)-  46 23 03.     (N)    116 59 52.     (W)     SCALED    
 RZ1483* NAVD 88     -       426.513  (meters)    1399.32   (feet)  ADJUSTED  
 RZ1483  ___________________________________________________________________
 RZ1483  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 RZ1483  DYNAMIC HT  -         426.513 (meters)    1399.32  (feet)  COMP
 RZ1483  MODELED GRAV-     980,602.7   (mgal)                       NAVD 88
 RZ1483
 RZ1483  VERT ORDER  -  FIRST     CLASS II
 RZ1483
 RZ1483.The horizontal coordinates were scaled from a topographic map and have
 RZ1483.an estimated accuracy of +/- 6 seconds.
 RZ1483
 RZ1483.The orthometric height was determined by differential leveling
 RZ1483.and adjusted by the National Geodetic Survey in June 1991..
 RZ1483
 RZ1483.The geoid height was determined by GEOID03.
 RZ1483
 RZ1483.The dynamic height is computed by dividing the NAVD 88
 RZ1483.geopotential number by the normal gravity value computed on the
 RZ1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1483.degrees latitude (g = 980.6199 gals.).
 RZ1483
 RZ1483.The modeled gravity was interpolated from observed gravity values.
 RZ1483
 RZ1483;                    North         East    Units  Estimated Accuracy
 RZ1483;SPC ID W     -   524,900.      704,020.      MT  (+/- 180 meters Scaled)
 RZ1483
 RZ1483                          SUPERSEDED SURVEY CONTROL
 RZ1483
 RZ1483.No superseded survey control is available for this station.
 RZ1483
 RZ1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM001367(NAD 83)
 RZ1483_MARKER: I = METAL ROD
 RZ1483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1483_SP_SET: STAINLESS STEEL ROD
 RZ1483_STAMPING: G 402 1982
 RZ1483_MARK LOGO: NGS   
 RZ1483_PROJECTION: FLUSH
 RZ1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1483_ROD/PIPE-DEPTH: 1.8  meters
 RZ1483
 RZ1483  HISTORY     - Date     Condition        Report By
 RZ1483  HISTORY     - 1982     MONUMENTED       NGS
 RZ1483
 RZ1483                          STATION DESCRIPTION
 RZ1483
 RZ1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1483'6.4 KM (4.0 MI) SE FROM LEWISTON.
 RZ1483'1.15 KM (0.7 MI) EAST ALONG MAIN STREET FROM THE COURTHOUSE IN
 RZ1483'LEWISTON, THENCE 4.0 KM (2.5 MI) SOUTHEAST ALONG COUNTY ROAD P2,
 RZ1483'THENCE 1.3 KM (0.8 MI) WEST ALONG WARNER AVENUE, 0.7 METER (2.3 FT)
 RZ1483'WEST OF THE FLAGPOLE, AT THE MAIN ENTRANCE TO THE WARNER ELEMENTARY
 RZ1483'SCHOOL, ON THE SOUTHWEST CORNER OF THE INTERSECTION OF SEVENTH STREET,
 RZ1483'10.8 METERS (35.5 FT) SOUTH OF THE SOUTH CURB OF THE AVENUE, 7.0
 RZ1483'METERS (23.0 FT) NORTH-NORTHWEST OF THE ENTRANCE, 0.15 METER (0.5 FT)
 RZ1483'WEST OF THE WEST EDGE OF THE MAIN ENTRANCE SIDEWALK.
 RZ1483'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1504 ***********************************************************************
 RZ1504  DESIGNATION -  G 403
 RZ1504  PID         -  RZ1504
 RZ1504  STATE/COUNTY-  ID/NEZ PERCE
 RZ1504  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ1504
 RZ1504                         *CURRENT SURVEY CONTROL
 RZ1504  ___________________________________________________________________
 RZ1504* NAD 83(1986)-  46 21 57.     (N)    116 38 34.     (W)     SCALED    
 RZ1504* NAVD 88     -       552.777  (meters)    1813.57   (feet)  ADJUSTED  
 RZ1504  ___________________________________________________________________
 RZ1504  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 RZ1504  DYNAMIC HT  -         552.715 (meters)    1813.37  (feet)  COMP
 RZ1504  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 RZ1504
 RZ1504  VERT ORDER  -  FIRST     CLASS II
 RZ1504
 RZ1504.The horizontal coordinates were scaled from a topographic map and have
 RZ1504.an estimated accuracy of +/- 6 seconds.
 RZ1504
 RZ1504.The orthometric height was determined by differential leveling
 RZ1504.and adjusted by the National Geodetic Survey in June 1991..
 RZ1504
 RZ1504.The geoid height was determined by GEOID03.
 RZ1504
 RZ1504.The dynamic height is computed by dividing the NAVD 88
 RZ1504.geopotential number by the normal gravity value computed on the
 RZ1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1504.degrees latitude (g = 980.6199 gals.).
 RZ1504
 RZ1504.The modeled gravity was interpolated from observed gravity values.
 RZ1504
 RZ1504;                    North         East    Units  Estimated Accuracy
 RZ1504;SPC ID W     -   522,490.      731,300.      MT  (+/- 180 meters Scaled)
 RZ1504
 RZ1504                          SUPERSEDED SURVEY CONTROL
 RZ1504
 RZ1504.No superseded survey control is available for this station.
 RZ1504
 RZ1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM274347(NAD 83)
 RZ1504_MARKER: DB = BENCH MARK DISK
 RZ1504_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1504_SP_SET: ROCK OUTCROP
 RZ1504_STAMPING: G 403 1982
 RZ1504_MARK LOGO: NGS   
 RZ1504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1504+STABILITY: POSITION/ELEVATION WELL
 RZ1504
 RZ1504  HISTORY     - Date     Condition        Report By
 RZ1504  HISTORY     - 1982     MONUMENTED       NGS
 RZ1504
 RZ1504                          STATION DESCRIPTION
 RZ1504
 RZ1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1504'2.6 KM (1.6 MI) SE FROM CULDESAC.
 RZ1504'2.6 KM (1.6 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF
 RZ1504'THE NORTH-SOUTH HIGHWAY IN CULDESAC, IN TOP OF A 3- BY 3-FOOT SHELF OF
 RZ1504'VOLCANIC ROCK IN THE NORTHWEST END OF A HIGHWAY CUT, 0.25 KM (0.15 MI)
 RZ1504'NORTHWEST OF HIGHWAY MILEPOST 289, 0.17 KM (0.1 MI) SOUTHEAST OF THE
 RZ1504'SOUTHEAST END OF THE BRIDGE OVER LAPWAI CREEK, 9.9 METERS (32.5 FT)
 RZ1504'NORTHEAST OF THE HIGHWAY CENTERLINE, 35.2 METERS (115.5 FT) SOUTHEAST
 RZ1504'OF THE NORTHEAST END OF A 24-INCH CORRUGATED METAL PIPE CULVERT AT THE
 RZ1504'NORTHWEST END OF THE HIGHWAY CUT, 25.3 METERS (83 FT) NORTH ACROSS THE
 RZ1504'HIGHWAY FROM A 3-INCH BRACED ANGLE IRON FENCE POST IN THE RIGHT OF WAY
 RZ1504'FENCE.
 RZ1504'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RZ1504'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1531 ***********************************************************************
 RZ1531  CBN         -  This is a Cooperative Base Network Control Station.
 RZ1531  DESIGNATION -  G 404
 RZ1531  PID         -  RZ1531
 RZ1531  STATE/COUNTY-  ID/IDAHO
 RZ1531  USGS QUAD   -  COTTONWOOD NE (1967)
 RZ1531
 RZ1531                         *CURRENT SURVEY CONTROL
 RZ1531  ___________________________________________________________________
 RZ1531* NAD 83(1999)-  46 08 30.89774(N)    116 22 22.95380(W)     ADJUSTED  
 RZ1531* NAVD 88     -      1109.986  (meters)    3641.68   (feet)  ADJUSTED  
 RZ1531  ___________________________________________________________________
 RZ1531  X           -  -1,966,852.565 (meters)                     COMP
 RZ1531  Y           -  -3,966,884.014 (meters)                     COMP
 RZ1531  Z           -   4,576,979.645 (meters)                     COMP
 RZ1531  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 RZ1531  ELLIP HEIGHT-        1093.37  (meters)          (09/01/00) GPS OBS
 RZ1531  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 RZ1531  DYNAMIC HT  -        1109.775 (meters)    3640.99  (feet)  COMP
 RZ1531  MODELED GRAV-     980,387.0   (mgal)                       NAVD 88
 RZ1531
 RZ1531  HORZ ORDER  -  A
 RZ1531  VERT ORDER  -  FIRST     CLASS II
 RZ1531  ELLP ORDER  -  THIRD     CLASS I
 RZ1531
 RZ1531.The horizontal coordinates were established by GPS observations
 RZ1531.and adjusted by the National Geodetic Survey in September 2000..
 RZ1531.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RZ1531.DATUM ITEM on the data sheet items page.
 RZ1531
 RZ1531.The orthometric height was determined by differential leveling
 RZ1531.and adjusted by the National Geodetic Survey in June 1991..
 RZ1531
 RZ1531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RZ1531
 RZ1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1531
 RZ1531.The ellipsoidal height was determined by GPS observations
 RZ1531.and is referenced to NAD 83.
 RZ1531
 RZ1531.The geoid height was determined by GEOID03.
 RZ1531
 RZ1531.The dynamic height is computed by dividing the NAVD 88
 RZ1531.geopotential number by the normal gravity value computed on the
 RZ1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1531.degrees latitude (g = 980.6199 gals.).
 RZ1531
 RZ1531.The modeled gravity was interpolated from observed gravity values.
 RZ1531
 RZ1531;                    North         East     Units Scale Factor Converg.
 RZ1531;SPC ID W     -   497,402.317   751,863.839   MT  0.99996181   -0 26 57.3
 RZ1531;UTM  11      - 5,110,006.568   548,422.451   MT  0.99962882   +0 27 07.5
 RZ1531
 RZ1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1531!SPC ID W     -   0.99982863  x   0.99996181  =   0.99979044
 RZ1531!UTM  11      -   0.99982863  x   0.99962882  =   0.99945751
 RZ1531
 RZ1531                          SUPERSEDED SURVEY CONTROL
 RZ1531
 RZ1531  NAVD 88 (09/01/00) 1109.99   (m)         3641.7    (f) LEVELING    3  
 RZ1531
 RZ1531.Superseded values are not recommended for survey control.
 RZ1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1531.See file dsdata.txt to determine how the superseded data were derived.
 RZ1531
 RZ1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM4842210007(NAD 83)
 RZ1531_MARKER: DV = VERTICAL CONTROL DISK
 RZ1531_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1531_SP_SET: ROCK OUTCROP
 RZ1531_STAMPING: G 404 1982
 RZ1531_MARK LOGO: NGS   
 RZ1531_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1531+STABILITY: POSITION/ELEVATION WELL
 RZ1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1531+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2004
 RZ1531
 RZ1531  HISTORY     - Date     Condition        Report By
 RZ1531  HISTORY     - 1982     MONUMENTED       NGS
 RZ1531  HISTORY     - 19990610 GOOD             IDTD
 RZ1531  HISTORY     - 20041112 GOOD             DJC
 RZ1531
 RZ1531                          STATION DESCRIPTION
 RZ1531
 RZ1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1531'1.4 KM (0.9 MI) SE FROM FERDINAND.
 RZ1531'1.45 KM (0.9 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE CAMAS PRAIRIE
 RZ1531'RAILROAD OVERPASS IN FERDINAND, AT A FARM FIELD ENTRANCE ROAD, IN THE
 RZ1531'TOP CENTER OF A 1- BY 2-FOOT EXPOSURE OF BEDROCK AT THE NORTH END OF
 RZ1531'THE SMALL AREA OF SCATTERED EXPOSURES OF BEDROCK, 0.3 KM (0.2 MI)
 RZ1531'SOUTHEAST OF MILEPOST 263, 17.8 METERS (58.5 FT) NORTHEAST OF THE
 RZ1531'HIGHWAY CENTERLINE, 48.9 METERS (160.5 FT) NORTHEAST ACROSS THE
 RZ1531'HIGHWAY FROM THE FIFTH POWER POLE SOUTHEAST OF THE T-JUNCTION OF A
 RZ1531'POWER LINE LEADING NORTHEAST, 32.3 METERS (106 FT) SOUTHEAST OF THE
 RZ1531'SOUTHEAST ANGLE IRON GATE POST FOR A WIRE GATE, 12.6 METERS (41.5 FT)
 RZ1531'SOUTHWEST OF THE RIGHT OF WAY FENCE.
 RZ1531'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 RZ1531'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RZ1531
 RZ1531                          STATION RECOVERY (1999)
 RZ1531
 RZ1531'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (RPP)
 RZ1531'STATION IS LOCATED ABOUT 55.0 KM (34.15 MI) SOUTHEAST OF LEWISTON,
 RZ1531'30.0 KM (18.65 MI) NORTHWEST OF GRANGEVILLE AND 1.5 KM (0.95 MI)
 RZ1531'SOUTHEAST OF FERDINAND.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  REACHED
 RZ1531'FROM THE POST OFFICE IN FERDINAND, GO NORTHEAST ALONG OLD U.S. HIGHWAY
 RZ1531'95 FOR 0.50 KM (0.30 MI) TO THE JUNCTION OF NEW U.S. HIGHWAY 95, GO
 RZ1531'SOUTHEAST ALONG NEW U.S. HIGHWAY 95 FOR 1.33 KM (0.80 MI) TO THE MARK
 RZ1531'ON THE LEFT AT A FARM FIELD ENTRANCE ROAD AND 0.3 KM (0.20 MI)
 RZ1531'SOUTHEAST OF MILEPOST 263.  MARK IS NATIONAL GEODETIC SURVEY VERTICAL
 RZ1531'CONTROL DISK CEMENTED INTO A DRILL HOLE IN THE TOP CENTER OF A 1 FT
 RZ1531'(0.6 M) BY 2 FT (0.6 M) EXPOSURE OF BEDROCK AT THE NORTH END OF A
 RZ1531'SMALL SCATTERED EXPOSURE OF BEDROCK.  IT IS 17.8 M (58.4 FT) NORTHEAST
 RZ1531'FROM THE PAINTED HIGHWAY CENTERLINE, 32.3 M (106.0 FT) SOUTHEAST OF
 RZ1531'THE SOUTHEAST ANGLE IRON GATE POST FOR A 2 WIRE GATE, 12.7 M (41.7 FT)
 RZ1531'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 0.25 M (0.82 FT) NORTHWEST FROM A
 RZ1531'FIBERGLASS WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 RZ1531
 RZ1531                          STATION RECOVERY (2004)
 RZ1531
 RZ1531'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 RZ1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1015 ***********************************************************************
 RA1015  DESIGNATION -  G 405
 RA1015  PID         -  RA1015
 RA1015  STATE/COUNTY-  ID/IDAHO
 RA1015  USGS QUAD   -  WHITE BIRD HILL (1995)
 RA1015
 RA1015                         *CURRENT SURVEY CONTROL
 RA1015  ___________________________________________________________________
 RA1015* NAD 83(1986)-  45 51 26.     (N)    116 14 11.     (W)     SCALED    
 RA1015* NAVD 88     -      1221.820  (meters)    4008.59   (feet)  ADJUSTED  
 RA1015  ___________________________________________________________________
 RA1015  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RA1015  DYNAMIC HT  -        1221.528 (meters)    4007.63  (feet)  COMP
 RA1015  MODELED GRAV-     980,333.5   (mgal)                       NAVD 88
 RA1015
 RA1015  VERT ORDER  -  FIRST     CLASS II
 RA1015
 RA1015.The horizontal coordinates were scaled from a topographic map and have
 RA1015.an estimated accuracy of +/- 6 seconds.
 RA1015
 RA1015.The orthometric height was determined by differential leveling
 RA1015.and adjusted by the National Geodetic Survey in June 1991..
 RA1015
 RA1015.The geoid height was determined by GEOID03.
 RA1015
 RA1015.The dynamic height is computed by dividing the NAVD 88
 RA1015.geopotential number by the normal gravity value computed on the
 RA1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1015.degrees latitude (g = 980.6199 gals.).
 RA1015
 RA1015.The modeled gravity was interpolated from observed gravity values.
 RA1015
 RA1015;                    North         East    Units  Estimated Accuracy
 RA1015;SPC ID W     -   465,690.      762,230.      MT  (+/- 180 meters Scaled)
 RA1015
 RA1015                          SUPERSEDED SURVEY CONTROL
 RA1015
 RA1015.No superseded survey control is available for this station.
 RA1015
 RA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL592784(NAD 83)
 RA1015_MARKER: I = METAL ROD
 RA1015_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RA1015_SP_SET: STAINLESS STEEL ROD
 RA1015_STAMPING: G 405 1982
 RA1015_MARK LOGO: NGS   
 RA1015_PROJECTION: FLUSH
 RA1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RA1015_ROD/PIPE-DEPTH: 2.1  meters
 RA1015
 RA1015  HISTORY     - Date     Condition        Report By
 RA1015  HISTORY     - 1982     MONUMENTED       NGS
 RA1015
 RA1015                          STATION DESCRIPTION
 RA1015
 RA1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1015'11.3 KM (7.1 MI) SW FROM GRANGEVILLE.
 RA1015'11.35 KM (7.1 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE T-JUNCTION OF
 RA1015'STATE HIGHWAY 13 IN GRANGEVILLE, IN THE SOUTHEAST CORNER OF A
 RA1015'T-JUNCTION OF A TRACK ROAD LEADING EAST ALONG THE SOUTH SIDE OF A
 RA1015'SMALL DRAW, 1.5 KM (0.95 MI) NORTH OF THE SUMMIT OF WHITE BIRD HILL
 RA1015'PASS, 0.2 KM (0.1 MI) NORTH OF MILEPOST 232, 15.2 METERS (50 FT) EAST
 RA1015'OF THE HIGHWAY CENTERLINE, 19.2 METERS (63 FT) SOUTHEAST OF THE SOUTH
 RA1015'END OF A SHORT STEEL GUARDRAIL, 15.2 METERS (50 FT) WEST OF THE SOUTH
 RA1015'IRON GATE POST FOR A DOUBLE PIPE AND HOG WIRE GATE, 14.8 METERS
 RA1015'(48 FT) WEST OF THE RIGHT OF WAY FENCE, 8.2 METERS (27 FT) SOUTH OF
 RA1015'THE ROAD CENTER.
 RA1015'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 RA1015'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1041 ***********************************************************************
 RA1041  DESIGNATION -  G 406
 RA1041  PID         -  RA1041
 RA1041  STATE/COUNTY-  ID/IDAHO
 RA1041  USGS QUAD   -  RIGGINS (1964)
 RA1041
 RA1041                         *CURRENT SURVEY CONTROL
 RA1041  ___________________________________________________________________
 RA1041* NAD 83(1986)-  45 24 52.     (N)    116 19 26.     (W)     SCALED    
 RA1041* NAVD 88     -       544.443  (meters)    1786.23   (feet)  ADJUSTED  
 RA1041  ___________________________________________________________________
 RA1041  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 RA1041  DYNAMIC HT  -         544.321 (meters)    1785.83  (feet)  COMP
 RA1041  MODELED GRAV-     980,377.8   (mgal)                       NAVD 88
 RA1041
 RA1041  VERT ORDER  -  FIRST     CLASS II
 RA1041
 RA1041.The horizontal coordinates were scaled from a topographic map and have
 RA1041.an estimated accuracy of +/- 6 seconds.
 RA1041
 RA1041.The orthometric height was determined by differential leveling
 RA1041.and adjusted by the National Geodetic Survey in June 1991..
 RA1041
 RA1041.The geoid height was determined by GEOID03.
 RA1041
 RA1041.The dynamic height is computed by dividing the NAVD 88
 RA1041.geopotential number by the normal gravity value computed on the
 RA1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1041.degrees latitude (g = 980.6199 gals.).
 RA1041
 RA1041.The modeled gravity was interpolated from observed gravity values.
 RA1041
 RA1041;                    North         East    Units  Estimated Accuracy
 RA1041;SPC ID W     -   416,520.      755,080.      MT  (+/- 180 meters Scaled)
 RA1041
 RA1041                          SUPERSEDED SURVEY CONTROL
 RA1041
 RA1041.No superseded survey control is available for this station.
 RA1041
 RA1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL529292(NAD 83)
 RA1041_MARKER: DB = BENCH MARK DISK
 RA1041_SETTING: 66 = SET IN ROCK OUTCROP
 RA1041_SP_SET: ROCK OUTCROP
 RA1041_STAMPING: G 406 1982
 RA1041_MARK LOGO: NGS   
 RA1041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1041+STABILITY: POSITION/ELEVATION WELL
 RA1041
 RA1041  HISTORY     - Date     Condition        Report By
 RA1041  HISTORY     - 1982     MONUMENTED       NGS
 RA1041
 RA1041                          STATION DESCRIPTION
 RA1041
 RA1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1041'0.9 KM (0.6 MI) SOUTH FROM RIGGINS.
 RA1041'0.95 KM (0.6 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 RA1041'RIGGINS, IN TOP OF THE NORTHEAST END OF A 3- BY 6-FOOT SLOPING SHELF
 RA1041'OF GRANITE IN THE LOW BEDROCK CUT, 0.14 KM (0.1 MI) NORTHEAST OF THE
 RA1041'SALMON RIVER ROAD BRIDGE OVER THE LITTLE SALMON RIVER, 7.6 METERS (25
 RA1041'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 5.3 METERS (17.5 FT)
 RA1041'SOUTHWEST OF POWER POLE 1/14, 0.4 METER (1.3 FT) NORTHWEST OF THE
 RA1041'SOUTHEAST AND BOTTOM EDGE OF THE ROCK SHELF.
 RA1041'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 RA1041'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1076 ***********************************************************************
 QB1076  DESIGNATION -  G 407
 QB1076  PID         -  QB1076
 QB1076  STATE/COUNTY-  ID/ADAMS
 QB1076  USGS QUAD   -  NEW MEADOWS (1986)
 QB1076
 QB1076                         *CURRENT SURVEY CONTROL
 QB1076  ___________________________________________________________________
 QB1076* NAD 83(1986)-  44 59 17.     (N)    116 19 48.     (W)     SCALED    
 QB1076* NAVD 88     -      1251.533  (meters)    4106.07   (feet)  ADJUSTED  
 QB1076  ___________________________________________________________________
 QB1076  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 QB1076  DYNAMIC HT  -        1251.082 (meters)    4104.59  (feet)  COMP
 QB1076  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 QB1076
 QB1076  VERT ORDER  -  FIRST     CLASS II
 QB1076
 QB1076.The horizontal coordinates were scaled from a topographic map and have
 QB1076.an estimated accuracy of +/- 6 seconds.
 QB1076
 QB1076.The orthometric height was determined by differential leveling
 QB1076.and adjusted by the National Geodetic Survey in June 1991..
 QB1076
 QB1076.The geoid height was determined by GEOID03.
 QB1076
 QB1076.The dynamic height is computed by dividing the NAVD 88
 QB1076.geopotential number by the normal gravity value computed on the
 QB1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1076.degrees latitude (g = 980.6199 gals.).
 QB1076
 QB1076.The modeled gravity was interpolated from observed gravity values.
 QB1076
 QB1076;                    North         East    Units  Estimated Accuracy
 QB1076;SPC ID W     -   369,140.      754,260.      MT  (+/- 180 meters Scaled)
 QB1076
 QB1076                          SUPERSEDED SURVEY CONTROL
 QB1076
 QB1076.No superseded survey control is available for this station.
 QB1076
 QB1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK528818(NAD 83)
 QB1076_MARKER: DB = BENCH MARK DISK
 QB1076_SETTING: 66 = SET IN ROCK OUTCROP
 QB1076_SP_SET: ROCK OUTCROP
 QB1076_STAMPING: G 407 1983
 QB1076_MARK LOGO: NGS   
 QB1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1076
 QB1076  HISTORY     - Date     Condition        Report By
 QB1076  HISTORY     - 1983     MONUMENTED       NGS
 QB1076
 QB1076                          STATION DESCRIPTION
 QB1076
 QB1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1076'4.3 KM (2.7 MI) WEST FROM NEW MEADOWS.
 QB1076'4.3 KM (2.7 MI) WEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 QB1076'HIGHWAY 55 IN NEW MEADOWS, IN TOP OF AND 0.2 METER (0.8 FT) SOUTHWEST
 QB1076'OF THE NORTHEAST EDGE OF A 2- BY 3-FOOT EXPOSURE OF VOLCANIC OUTCROP
 QB1076'PROJECTING 2 INCHES, AT THE SOUTHEAST END OF A LONG LOW BEDROCK CUT,
 QB1076'0.35 KM (0.2 MI) SOUTHEAST OF MILEPOST 158, 17.2 METERS (56.5 FT)
 QB1076'NORTHEAST OF THE HIGHWAY CENTERLINE, 16.1 METERS (53 FT) SOUTHEAST OF
 QB1076'POWER POLE 849, 12.5 METERS (41 FT) WEST OF THE CENTER OF A TRACK ROAD
 QB1076'LEADING NORTH, 10.6 METERS (35 FT) NORTHWEST OF THE NORTHWEST POST OF
 QB1076'A WIRE GATE, 0.7 METER (2.5 FT) NORTHEAST OF A FENCE.
 QB1076'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 QB1076'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1102 ***********************************************************************
 QB1102  DESIGNATION -  G 408
 QB1102  PID         -  QB1102
 QB1102  STATE/COUNTY-  ID/ADAMS
 QB1102  USGS QUAD   -  COUNCIL (1986)
 QB1102
 QB1102                         *CURRENT SURVEY CONTROL
 QB1102  ___________________________________________________________________
 QB1102* NAD 83(1986)-  44 38 52.     (N)    116 27 23.     (W)     SCALED    
 QB1102* NAVD 88     -       946.758  (meters)    3106.16   (feet)  ADJUSTED  
 QB1102  ___________________________________________________________________
 QB1102  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 QB1102  DYNAMIC HT  -         946.476 (meters)    3105.23  (feet)  COMP
 QB1102  MODELED GRAV-     980,288.1   (mgal)                       NAVD 88
 QB1102
 QB1102  VERT ORDER  -  FIRST     CLASS II
 QB1102
 QB1102.The horizontal coordinates were scaled from a topographic map and have
 QB1102.an estimated accuracy of +/- 6 seconds.
 QB1102
 QB1102.The orthometric height was determined by differential leveling
 QB1102.and adjusted by the National Geodetic Survey in June 1991..
 QB1102
 QB1102.The geoid height was determined by GEOID03.
 QB1102
 QB1102.The dynamic height is computed by dividing the NAVD 88
 QB1102.geopotential number by the normal gravity value computed on the
 QB1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1102.degrees latitude (g = 980.6199 gals.).
 QB1102
 QB1102.The modeled gravity was interpolated from observed gravity values.
 QB1102
 QB1102;                    North         East    Units  Estimated Accuracy
 QB1102;SPC ID W     -   331,410.      743,970.      MT  (+/- 180 meters Scaled)
 QB1102
 QB1102                          SUPERSEDED SURVEY CONTROL
 QB1102
 QB1102.No superseded survey control is available for this station.
 QB1102
 QB1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK431439(NAD 83)
 QB1102_MARKER: DB = BENCH MARK DISK
 QB1102_SETTING: 66 = SET IN ROCK OUTCROP
 QB1102_SP_SET: ROCK OUTCROP
 QB1102_STAMPING: G 408 1983
 QB1102_MARK LOGO: NGS   
 QB1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1102+STABILITY: POSITION/ELEVATION WELL
 QB1102
 QB1102  HISTORY     - Date     Condition        Report By
 QB1102  HISTORY     - 1983     MONUMENTED       NGS
 QB1102
 QB1102                          STATION DESCRIPTION
 QB1102
 QB1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1102'9.1 KM (5.7 MI) SOUTH FROM COUNCIL.
 QB1102'9.1 KM (5.7 MI) SOUTH ALONG US HIGHWAY 95 FROM THE HIGH SCHOOL IN
 QB1102'COUNCIL, IN TOP OF A 1- BY 1-FOOT FLAT SHELF IN THE EAST BASE OF A
 QB1102'10-BY 20-FOOT VOLCANIC OUTCROP PROJECTING 3 FEET, ON THE EAST SLOPE OF
 QB1102'A HILL, 0.45 KM (0.3 MI) SOUTH OF THE T-JUNCTION OF GOODRICH CREEK
 QB1102'ROAD, 93.6 METERS (307 FT) NORTHWEST ACROSS THE HIGHWAY FROM MILEPOST
 QB1102'129, 47.2 METERS (155 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 17.8
 QB1102'METERS (58.5 FT) SOUTH OF A T-JUNCTION FENCE CORNER POST, 4.4 METERS
 QB1102'(14.5 FT) EAST OF A FENCE, 1 METER (3 FT) WEST OF THE NORTHEAST EDGE
 QB1102'OF THE OUTCROP.
 QB1102'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 QB1102'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0763 ***********************************************************************
 OY0763  DESIGNATION -  G 409
 OY0763  PID         -  OY0763
 OY0763  STATE/COUNTY-  ID/BINGHAM
 OY0763  USGS QUAD   -  BLACKFOOT (1971)
 OY0763
 OY0763                         *CURRENT SURVEY CONTROL
 OY0763  ___________________________________________________________________
 OY0763* NAD 83(1986)-  43 13 44.     (N)    112 17 24.     (W)     SCALED    
 OY0763* NAVD 88     -      1379.937  (meters)    4527.34   (feet)  ADJUSTED  
 OY0763  ___________________________________________________________________
 OY0763  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 OY0763  DYNAMIC HT  -        1379.190 (meters)    4524.89  (feet)  COMP
 OY0763  MODELED GRAV-     980,030.1   (mgal)                       NAVD 88
 OY0763
 OY0763  VERT ORDER  -  FIRST     CLASS II
 OY0763
 OY0763.The horizontal coordinates were scaled from a topographic map and have
 OY0763.an estimated accuracy of +/- 6 seconds.
 OY0763
 OY0763.The orthometric height was determined by differential leveling
 OY0763.and adjusted by the National Geodetic Survey in June 1991..
 OY0763
 OY0763.The geoid height was determined by GEOID03.
 OY0763
 OY0763.The dynamic height is computed by dividing the NAVD 88
 OY0763.geopotential number by the normal gravity value computed on the
 OY0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0763.degrees latitude (g = 980.6199 gals.).
 OY0763
 OY0763.The modeled gravity was interpolated from observed gravity values.
 OY0763
 OY0763;                    North         East    Units  Estimated Accuracy
 OY0763;SPC ID E     -   173,530.      189,980.      MT  (+/- 180 meters Scaled)
 OY0763
 OY0763                          SUPERSEDED SURVEY CONTROL
 OY0763
 OY0763  NGVD 29 (08/20/92) 1378.878  (m)         4523.87   (f) ADJUSTED    1 2
 OY0763
 OY0763.Superseded values are not recommended for survey control.
 OY0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0763.See file dsdata.txt to determine how the superseded data were derived.
 OY0763
 OY0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN952870(NAD 83)
 OY0763_MARKER: I = METAL ROD
 OY0763_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY0763+WITH SETTING: INFORMATION.
 OY0763_SP_SET: SHALLOW SET METAL ROD
 OY0763_STAMPING: G 409 1983
 OY0763_MARK LOGO: NGS   
 OY0763_PROJECTION: FLUSH
 OY0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0763_ROD/PIPE-DEPTH: 2.1  meters
 OY0763
 OY0763  HISTORY     - Date     Condition        Report By
 OY0763  HISTORY     - 1983     MONUMENTED       NGS
 OY0763
 OY0763                          STATION DESCRIPTION
 OY0763
 OY0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OY0763'6.2 KM (3.85 MI) NE FROM BLACKFOOT.
 OY0763'6.2 KM (3.85 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0763'THE RAILROAD STATION IN BLACKFOOT, 0.7 KM (0.45 MI) NORTHEAST OF
 OY0763'COTTONWOOD LANE, 12.5 METERS (41.0 FT) SOUTHEAST OF THE CENTERLINE OF
 OY0763'U.S. HIGHWAY 91, 9.8 METERS (32.2 FT) NORTHWEST OF THE NEAR RAIL AND
 OY0763'0.8 METER (2.6 FT) NORTHEAST OF MILEPOST 162.  REFUSAL WAS REACHED AT
 OY0763'7.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OY0763'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 OY0763'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0064 ***********************************************************************
 OZ0064  DESIGNATION -  G 41
 OZ0064  PID         -  OZ0064
 OZ0064  STATE/COUNTY-  ID/BLAINE
 OZ0064  USGS QUAD   -  SUN VALLEY (1967)
 OZ0064
 OZ0064                         *CURRENT SURVEY CONTROL
 OZ0064  ___________________________________________________________________
 OZ0064* NAD 83(1986)-  43 42 07.     (N)    114 22 13.     (W)     SCALED    
 OZ0064* NAVD 88     -      1797.982  (meters)    5898.88   (feet)  ADJUSTED  
 OZ0064  ___________________________________________________________________
 OZ0064  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 OZ0064  DYNAMIC HT  -        1796.860 (meters)    5895.20  (feet)  COMP
 OZ0064  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 OZ0064
 OZ0064  VERT ORDER  -  SECOND    CLASS 0
 OZ0064
 OZ0064.The horizontal coordinates were scaled from a topographic map and have
 OZ0064.an estimated accuracy of +/- 6 seconds.
 OZ0064
 OZ0064.The orthometric height was determined by differential leveling
 OZ0064.and adjusted by the National Geodetic Survey in June 1991..
 OZ0064
 OZ0064.The geoid height was determined by GEOID03.
 OZ0064
 OZ0064.The dynamic height is computed by dividing the NAVD 88
 OZ0064.geopotential number by the normal gravity value computed on the
 OZ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0064.degrees latitude (g = 980.6199 gals.).
 OZ0064
 OZ0064.The modeled gravity was interpolated from observed gravity values.
 OZ0064
 OZ0064;                    North         East    Units  Estimated Accuracy
 OZ0064;SPC ID C     -   226,150.      470,160.      MT  (+/- 180 meters Scaled)
 OZ0064
 OZ0064                          SUPERSEDED SURVEY CONTROL
 OZ0064
 OZ0064  NGVD 29 (??/??/92) 1796.732  (m)         5894.78   (f) ADJ UNCH    2 0
 OZ0064
 OZ0064.Superseded values are not recommended for survey control.
 OZ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0064.See file dsdata.txt to determine how the superseded data were derived.
 OZ0064
 OZ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ118421(NAD 83)
 OZ0064_MARKER: DB = BENCH MARK DISK
 OZ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0064_STAMPING: G 41 1934
 OZ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0064+STABILITY: SURFACE MOTION
 OZ0064
 OZ0064  HISTORY     - Date     Condition        Report By
 OZ0064  HISTORY     - 1934     MONUMENTED       CGS
 OZ0064  HISTORY     - 1955     GOOD             NGS
 OZ0064  HISTORY     - 20060912 MARK NOT FOUND   USGS
 OZ0064
 OZ0064                          STATION DESCRIPTION
 OZ0064
 OZ0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0064'1.2 MI NW FROM KETCHUM.
 OZ0064'1.2 MILES NORTHWEST ALONG NEW U. S. HIGHWAY 93 FROM THE OREGON SHORT
 OZ0064'LINE RAILROAD STATION AT KETCHUM, BLAINE COUNTY, 240 FEET SOUTH OF THE
 OZ0064'DIRT ROAD LEADING WEST TO ADAM GULCH AND THE FLOWER SAWMILL, 48 FEET
 OZ0064'SOUTHWEST OF A STATE GAME PRESERVE BOUNDARY-LINE SIGN, 63 FEET
 OZ0064'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 OZ0064'CONCRETE POST.
 OZ0064
 OZ0064                          STATION RECOVERY (2006)
 OZ0064
 OZ0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0747 ***********************************************************************
 PY0747  DESIGNATION -  G 410
 PY0747  PID         -  PY0747
 PY0747  STATE/COUNTY-  ID/FREMONT
 PY0747  USGS QUAD   -  LOOKOUT BUTTE (1965)
 PY0747
 PY0747                         *CURRENT SURVEY CONTROL
 PY0747  ___________________________________________________________________
 PY0747* NAD 83(1986)-  44 09 56.     (N)    111 25 25.     (W)     SCALED    
 PY0747* NAVD 88     -      1889.635  (meters)    6199.58   (feet)  ADJUSTED  
 PY0747  ___________________________________________________________________
 PY0747  GEOID HEIGHT-         -10.16  (meters)                     GEOID03
 PY0747  DYNAMIC HT  -        1888.574 (meters)    6196.10  (feet)  COMP
 PY0747  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 PY0747
 PY0747  VERT ORDER  -  FIRST     CLASS II
 PY0747
 PY0747.The horizontal coordinates were scaled from a topographic map and have
 PY0747.an estimated accuracy of +/- 6 seconds.
 PY0747
 PY0747.The orthometric height was determined by differential leveling
 PY0747.and adjusted by the National Geodetic Survey in June 1991..
 PY0747
 PY0747.The geoid height was determined by GEOID03.
 PY0747
 PY0747.The dynamic height is computed by dividing the NAVD 88
 PY0747.geopotential number by the normal gravity value computed on the
 PY0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0747.degrees latitude (g = 980.6199 gals.).
 PY0747
 PY0747.The modeled gravity was interpolated from observed gravity values.
 PY0747
 PY0747;                    North         East    Units  Estimated Accuracy
 PY0747;SPC ID E     -   277,860.      259,430.      MT  (+/- 180 meters Scaled)
 PY0747
 PY0747                          SUPERSEDED SURVEY CONTROL
 PY0747
 PY0747  NGVD 29 (08/20/92) 1888.485  (m)         6195.80   (f) ADJUSTED    1 2
 PY0747
 PY0747.Superseded values are not recommended for survey control.
 PY0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0747.See file dsdata.txt to determine how the superseded data were derived.
 PY0747
 PY0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP661903(NAD 83)
 PY0747_MARKER: I = METAL ROD
 PY0747_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0747_SP_SET: STAINLESS STEEL ROD
 PY0747_STAMPING: G 410 1983
 PY0747_MARK LOGO: NGS   
 PY0747_PROJECTION: FLUSH
 PY0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0747_ROD/PIPE-DEPTH: 9.2  meters
 PY0747
 PY0747  HISTORY     - Date     Condition        Report By
 PY0747  HISTORY     - 1983     MONUMENTED       NGS
 PY0747
 PY0747                          STATION DESCRIPTION
 PY0747
 PY0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0747'11.5 KM (7.15 MI) NE FROM ASHTON.
 PY0747'O.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 47 FROM THE UNION PACIFIC
 PY0747'RAILROAD STATION IN ASHTON, THENCE 11.1 KM (6.9 MI) NORTHEASTERLY
 PY0747'ALONG U.S. HIGHWAY 20, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 367, 0.4
 PY0747'KM (0.25 MI) SOUTHEAST OF THE INTERSECTION OF ANDERSON MILL AND CANYON
 PY0747'ROAD, AND 12.8 METERS (42.0 FT) WEST OF THE CENTER OF THE HIGHWAY.
 PY0747'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PY0747'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PY0747'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0720 ***********************************************************************
 PY0720  DESIGNATION -  G 411
 PY0720  PID         -  PY0720
 PY0720  STATE/COUNTY-  ID/FREMONT
 PY0720  USGS QUAD   -  BIG SPRINGS (1964)
 PY0720
 PY0720                         *CURRENT SURVEY CONTROL
 PY0720  ___________________________________________________________________
 PY0720* NAD 83(1986)-  44 34 10.     (N)    111 20 13.     (W)     SCALED    
 PY0720* NAVD 88     -      1972.669  (meters)    6472.00   (feet)  ADJUSTED  
 PY0720  ___________________________________________________________________
 PY0720  GEOID HEIGHT-          -9.05  (meters)                     GEOID03
 PY0720  DYNAMIC HT  -        1971.575 (meters)    6468.41  (feet)  COMP
 PY0720  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 PY0720
 PY0720  VERT ORDER  -  FIRST     CLASS II
 PY0720
 PY0720.The horizontal coordinates were scaled from a topographic map and have
 PY0720.an estimated accuracy of +/- 6 seconds.
 PY0720
 PY0720.The orthometric height was determined by differential leveling
 PY0720.and adjusted by the National Geodetic Survey in June 1991..
 PY0720
 PY0720.The geoid height was determined by GEOID03.
 PY0720
 PY0720.The dynamic height is computed by dividing the NAVD 88
 PY0720.geopotential number by the normal gravity value computed on the
 PY0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0720.degrees latitude (g = 980.6199 gals.).
 PY0720
 PY0720.The modeled gravity was interpolated from observed gravity values.
 PY0720
 PY0720;                    North         East    Units  Estimated Accuracy
 PY0720;SPC ID E     -   322,800.      265,910.      MT  (+/- 180 meters Scaled)
 PY0720
 PY0720                          SUPERSEDED SURVEY CONTROL
 PY0720
 PY0720  NGVD 29 (08/20/92) 1971.456  (m)         6468.02   (f) ADJUSTED    1 2
 PY0720
 PY0720.Superseded values are not recommended for survey control.
 PY0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0720.See file dsdata.txt to determine how the superseded data were derived.
 PY0720
 PY0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ732351(NAD 83)
 PY0720_MARKER: I = METAL ROD
 PY0720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0720_SP_SET: STAINLESS STEEL ROD
 PY0720_STAMPING: G 411 1983
 PY0720_MARK LOGO: NGS   
 PY0720_PROJECTION: FLUSH
 PY0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0720_ROD/PIPE-DEPTH: 3.4  meters
 PY0720
 PY0720  HISTORY     - Date     Condition        Report By
 PY0720  HISTORY     - 1983     MONUMENTED       NGS
 PY0720
 PY0720                          STATION DESCRIPTION
 PY0720
 PY0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0720'29.3 KM (18.2 MI) SW FROM WEST YELLOWSTONE MONTANA.
 PY0720'29.3 KM (18.2 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 20 FROM THE MUSEUM
 PY0720'OF THE YELLOWSTONE IN WEST YELLOWSTONE, 0.7 KM (0.45 MI) SOUTH OF A
 PY0720'GRAVELED ROAD LEADING WEST, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 398,
 PY0720'30.0 METERS (98.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 5.8
 PY0720'METERS (19.0 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE.  ACCESS TO
 PY0720'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PY0720'THE MARK IS 0.3 METERS  W FROM  WITNESS POST AND FENCE
 PY0720'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1131 ***********************************************************************
 QB1131  DESIGNATION -  G 412
 QB1131  PID         -  QB1131
 QB1131  STATE/COUNTY-  ID/PAYETTE
 QB1131  USGS QUAD   -  WEISER SOUTH (1951)
 QB1131
 QB1131                         *CURRENT SURVEY CONTROL
 QB1131  ___________________________________________________________________
 QB1131* NAD 83(1986)-  44 08 09.     (N)    116 54 11.     (W)     SCALED    
 QB1131* NAVD 88     -       649.718  (meters)    2131.62   (feet)  ADJUSTED  
 QB1131  ___________________________________________________________________
 QB1131  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 QB1131  DYNAMIC HT  -         649.534 (meters)    2131.01  (feet)  COMP
 QB1131  MODELED GRAV-     980,314.6   (mgal)                       NAVD 88
 QB1131
 QB1131  VERT ORDER  -  FIRST     CLASS II
 QB1131
 QB1131.The horizontal coordinates were scaled from a topographic map and have
 QB1131.an estimated accuracy of +/- 6 seconds.
 QB1131
 QB1131.The orthometric height was determined by differential leveling
 QB1131.and adjusted by the National Geodetic Survey in June 1991..
 QB1131
 QB1131.The geoid height was determined by GEOID03.
 QB1131
 QB1131.The dynamic height is computed by dividing the NAVD 88
 QB1131.geopotential number by the normal gravity value computed on the
 QB1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1131.degrees latitude (g = 980.6199 gals.).
 QB1131
 QB1131.The modeled gravity was interpolated from observed gravity values.
 QB1131
 QB1131;                    North         East    Units  Estimated Accuracy
 QB1131;SPC ID W     -   274,930.      707,740.      MT  (+/- 180 meters Scaled)
 QB1131
 QB1131                          SUPERSEDED SURVEY CONTROL
 QB1131
 QB1131.No superseded survey control is available for this station.
 QB1131
 QB1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ077869(NAD 83)
 QB1131_MARKER: I = METAL ROD
 QB1131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1131_SP_SET: STAINLESS STEEL ROD
 QB1131_STAMPING: G 412 1983
 QB1131_MARK LOGO: NGS   
 QB1131_PROJECTION: FLUSH
 QB1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1131_ROD/PIPE-DEPTH: 9.7  meters
 QB1131
 QB1131  HISTORY     - Date     Condition        Report By
 QB1131  HISTORY     - 1983     MONUMENTED       NGS
 QB1131
 QB1131                          STATION DESCRIPTION
 QB1131
 QB1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1131'7.0 KM (4.3 MI) NE FROM PAYETTE.
 QB1131'2.8 KM (1.75 MI) NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 QB1131'STATION IN PAYETTE, THENCE 4.2 KM (2.6 MI) NORTHEAST ALONG US HIGHWAY
 QB1131'95, 0.45 KM (0.3 MI) NORTH OF THE INTERSECTION OF NORTH RIVER ROAD,
 QB1131'0.4 KM (0.3 MI) SOUTHWEST OF THE T-JUNCTION OF NORTH 25TH STREET, 46.6
 QB1131'METERS (153 FT) NORTHWEST ACROSS THE HIGHWAY AND RAILROAD FROM
 QB1131'MILEPOST 73, 39 METERS (128 FT) NORTHWEST ACROSS THE TRACKS FROM THE
 QB1131'CENTERLINE OF THE HIGHWAY, 21.9 METERS (72 FT) SOUTHEAST OF THE CENTER
 QB1131'OF A PRIVATE DIRT ROAD PARALLELING THE RAILROAD, 13.4 METERS (44 FT)
 QB1131'NORTH OF THE 7TH POLE NORTHEAST OF MILEPOLE 507, 14.3 METERS (47 FT)
 QB1131'NORTHWEST OF THE NORTHWEST RAIL, 0.6 METER (2 FT) EAST OF THE
 QB1131'NORTHEAST FENCE CORNER OF AN OFFSET IN THE RAILROAD RIGHT OF WAY
 QB1131'FENCE.
 QB1131'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 QB1131'THE MARK IS 0.9 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0800 ***********************************************************************
 NV0800  DESIGNATION -  G 413
 NV0800  PID         -  NV0800
 NV0800  STATE/COUNTY-  ID/ELMORE
 NV0800  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0800
 NV0800                         *CURRENT SURVEY CONTROL
 NV0800  ___________________________________________________________________
 NV0800* NAD 83(1986)-  42 59 37.     (N)    115 13 44.     (W)     SCALED    
 NV0800* NAVD 88     -       770.224  (meters)    2526.98   (feet)  ADJUSTED  
 NV0800  ___________________________________________________________________
 NV0800  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 NV0800  DYNAMIC HT  -         769.900 (meters)    2525.91  (feet)  COMP
 NV0800  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 NV0800
 NV0800  VERT ORDER  -  FIRST     CLASS II
 NV0800
 NV0800.The horizontal coordinates were scaled from a topographic map and have
 NV0800.an estimated accuracy of +/- 6 seconds.
 NV0800
 NV0800.The orthometric height was determined by differential leveling
 NV0800.and adjusted by the National Geodetic Survey in June 1991..
 NV0800
 NV0800.The geoid height was determined by GEOID03.
 NV0800
 NV0800.The dynamic height is computed by dividing the NAVD 88
 NV0800.geopotential number by the normal gravity value computed on the
 NV0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0800.degrees latitude (g = 980.6199 gals.).
 NV0800
 NV0800.The modeled gravity was interpolated from observed gravity values.
 NV0800
 NV0800;                    North         East    Units  Estimated Accuracy
 NV0800;SPC ID W     -   147,520.      842,490.      MT  (+/- 180 meters Scaled)
 NV0800
 NV0800                          SUPERSEDED SURVEY CONTROL
 NV0800
 NV0800.No superseded survey control is available for this station.
 NV0800
 NV0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH443616(NAD 83)
 NV0800_MARKER: I = METAL ROD
 NV0800_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0800_SP_SET: STAINLESS STEEL ROD
 NV0800_STAMPING: G 413 1983
 NV0800_MARK LOGO: NGS   
 NV0800_PROJECTION: FLUSH
 NV0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0800_ROD/PIPE-DEPTH: 8.5  meters
 NV0800
 NV0800  HISTORY     - Date     Condition        Report By
 NV0800  HISTORY     - 1983     MONUMENTED       NGS
 NV0800
 NV0800                          STATION DESCRIPTION
 NV0800
 NV0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0800'2.4 KM (1.5 MI) SW FROM KING HILL.
 NV0800'2.45 KM (1.5 MI) SOUTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE
 NV0800'POST OFFICE IN KING HILL, 0.35 KM (0.2 MI) NORTHEAST OF THE CROSSING
 NV0800'OF KING HILL CREEK, 0.23 KM (0.15 MI) SOUTHWEST OF MILEPOST 155, 28.2
 NV0800'METERS (92.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 21.6 METERS (71
 NV0800'FT) NORTHWEST OF THE NORTHWEST RAIL OF THE UNION PACIFIC RAILROAD,
 NV0800'18.6 METERS (61 FT) NORTHWEST OF RAILROAD SEMAPHORE 368.5 AND 0.6
 NV0800'METER (2 FT) ABOVE THE TRACKS.
 NV0800'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 NV0800'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0825 ***********************************************************************
 NV0825  DESIGNATION -  G 414
 NV0825  PID         -  NV0825
 NV0825  STATE/COUNTY-  ID/LINCOLN
 NV0825  USGS QUAD   -  SHOSHONE (1992)
 NV0825
 NV0825                         *CURRENT SURVEY CONTROL
 NV0825  ___________________________________________________________________
 NV0825* NAD 83(1986)-  42 56 27.     (N)    114 28 47.     (W)     SCALED    
 NV0825* NAVD 88     -      1184.863  (meters)    3887.34   (feet)  ADJUSTED  
 NV0825  ___________________________________________________________________
 NV0825  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 NV0825  DYNAMIC HT  -        1184.280 (meters)    3885.43  (feet)  COMP
 NV0825  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 NV0825
 NV0825  VERT ORDER  -  FIRST     CLASS II
 NV0825
 NV0825.The horizontal coordinates were scaled from a topographic map and have
 NV0825.an estimated accuracy of +/- 6 seconds.
 NV0825
 NV0825.The orthometric height was determined by differential leveling
 NV0825.and adjusted by the National Geodetic Survey in June 1991..
 NV0825
 NV0825.The geoid height was determined by GEOID03.
 NV0825
 NV0825.The dynamic height is computed by dividing the NAVD 88
 NV0825.geopotential number by the normal gravity value computed on the
 NV0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0825.degrees latitude (g = 980.6199 gals.).
 NV0825
 NV0825.The modeled gravity was interpolated from observed gravity values.
 NV0825
 NV0825;                    North         East    Units  Estimated Accuracy
 NV0825;SPC ID C     -   141,640.      460,850.      MT  (+/- 180 meters Scaled)
 NV0825
 NV0825                          SUPERSEDED SURVEY CONTROL
 NV0825
 NV0825.No superseded survey control is available for this station.
 NV0825
 NV0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH056573(NAD 83)
 NV0825_MARKER: DB = BENCH MARK DISK
 NV0825_SETTING: 66 = SET IN ROCK OUTCROP
 NV0825_SP_SET: ROCK OUTCROP
 NV0825_STAMPING: G 414 1983
 NV0825_MARK LOGO: NGS   
 NV0825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0825+STABILITY: POSITION/ELEVATION WELL
 NV0825
 NV0825  HISTORY     - Date     Condition        Report By
 NV0825  HISTORY     - 1983     MONUMENTED       NGS
 NV0825
 NV0825                          STATION DESCRIPTION
 NV0825
 NV0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0825'6.4 KM (4.0 MI) WEST FROM SHOSHONE.
 NV0825'6.4 KM (4.0 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF U.S.
 NV0825'HIGHWAY 93 AT SHOSHONE, 83.0 METERS (272.5 FT) NORTHWEST ACROSS THE
 NV0825'HIGHWAY FROM MILEPOST 162, 3.6 METERS (12 FT) EAST OF THE WEST EDGE OF
 NV0825'A MASSIVE PORTION OF VOLCANIC ROCK OUTCROP FLUSH WITH THE SURFACE OF
 NV0825'THE GROUND, 44.5 METERS (146 FT) NORTH OF THE HIGHWAY CENTERLINE, 16.4
 NV0825'METERS (54 FT) SOUTH OF THE RIGHT OF WAY FENCE, 24.7 METERS (81 FT)
 NV0825'SOUTHEAST OF THE EAST GATE POST FOR A WIRE GATE IN THE RIGHT OF WAY
 NV0825'FENCE.
 NV0825'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NV0825'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1134 ***********************************************************************
 OH1134  DESIGNATION -  G 415
 OH1134  PID         -  OH1134
 OH1134  STATE/COUNTY-  ID/ADA
 OH1134  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH1134
 OH1134                         *CURRENT SURVEY CONTROL
 OH1134  ___________________________________________________________________
 OH1134* NAD 83(1986)-  43 25 06.     (N)    116 02 01.     (W)     SCALED    
 OH1134* NAVD 88     -      1048.084  (meters)    3438.59   (feet)  ADJUSTED  
 OH1134  ___________________________________________________________________
 OH1134  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 OH1134  DYNAMIC HT  -        1047.619 (meters)    3437.06  (feet)  COMP
 OH1134  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 OH1134
 OH1134  VERT ORDER  -  FIRST     CLASS II
 OH1134
 OH1134.The horizontal coordinates were scaled from a topographic map and have
 OH1134.an estimated accuracy of +/- 6 seconds.
 OH1134
 OH1134.The orthometric height was determined by differential leveling
 OH1134.and adjusted by the National Geodetic Survey in January 1993..
 OH1134
 OH1134.The geoid height was determined by GEOID03.
 OH1134
 OH1134.The dynamic height is computed by dividing the NAVD 88
 OH1134.geopotential number by the normal gravity value computed on the
 OH1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1134.degrees latitude (g = 980.6199 gals.).
 OH1134
 OH1134.The modeled gravity was interpolated from observed gravity values.
 OH1134
 OH1134;                    North         East    Units  Estimated Accuracy
 OH1134;SPC ID W     -   194,610.      777,030.      MT  (+/- 180 meters Scaled)
 OH1134
 OH1134                          SUPERSEDED SURVEY CONTROL
 OH1134
 OH1134  NAVD 88 (06/15/91) 1048.084  (m)         3438.59   (f) UNKNOWN     1 2
 OH1134
 OH1134.Superseded values are not recommended for survey control.
 OH1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1134.See file dsdata.txt to determine how the superseded data were derived.
 OH1134
 OH1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ782077(NAD 83)
 OH1134_MARKER: DV = VERTICAL CONTROL DISK
 OH1134_SETTING: 66 = SET IN ROCK OUTCROP
 OH1134_SP_SET: IN A DRILL HOLE IN BEDROCK
 OH1134_STAMPING: G 415 1983
 OH1134_MARK LOGO: NGS   
 OH1134_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH1134+STABILITY: POSITION/ELEVATION WELL
 OH1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH1134+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 OH1134
 OH1134  HISTORY     - Date     Condition        Report By
 OH1134  HISTORY     - 1983     MONUMENTED       NGS
 OH1134  HISTORY     - 19920729 GOOD             NGS
 OH1134
 OH1134                          STATION DESCRIPTION
 OH1134
 OH1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1134'25.9 KM (16.1 MI) SE FROM BOISE.
 OH1134'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OH1134'13.0 KM (8.1 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC
 OH1134'RAILROAD STATION AT BOISE, THENCE 12.9 KM (8.0 MI) SOUTHEAST ALONG
 OH1134'INTERSTATE 84, IN TOP OF A LOW LEDGE OF GRAY OUTCROP IN THE SOUTHWEST
 OH1134'FACE OF A LONG ROCKY CUT, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 68,
 OH1134'9.7 METERS (32 FT) NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES,
 OH1134'80.0 METERS (263 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 OH1134'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 OH1134
 OH1134                          STATION RECOVERY (1992)
 OH1134
 OH1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH1134'19.0 KM (11.80 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 OH1134'JUNCTION OF BROADWAY AVENUE (EXIT 54) IN BOISE, ON A LEDGE IN AN
 OH1134'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 4.4 KM (2.75 MI) SOUTHEAST
 OH1134'OF THE INTERSECTION OF BLACKS CREEK AND KUNA ROADS (EXIT 64), 80.0 M
 OH1134'(262.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT, 9.7 M
 OH1134'(31.8 FT) NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OH1134'HIGHWAY, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND LEVEL WITH
 OH1134'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1115 ***********************************************************************
 OH1115  DESIGNATION -  G 416
 OH1115  PID         -  OH1115
 OH1115  STATE/COUNTY-  ID/CANYON
 OH1115  USGS QUAD   -  NAMPA (1971)
 OH1115
 OH1115                         *CURRENT SURVEY CONTROL
 OH1115  ___________________________________________________________________
 OH1115* NAD 83(1986)-  43 35 49.     (N)    116 30 52.     (W)     SCALED    
 OH1115* NAVD 88     -       782.551  (meters)    2567.42   (feet)  ADJUSTED  
 OH1115  ___________________________________________________________________
 OH1115  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 OH1115  DYNAMIC HT  -         782.282 (meters)    2566.54  (feet)  COMP
 OH1115  MODELED GRAV-     980,250.5   (mgal)                       NAVD 88
 OH1115
 OH1115  VERT ORDER  -  FIRST     CLASS II
 OH1115
 OH1115.The horizontal coordinates were scaled from a topographic map and have
 OH1115.an estimated accuracy of +/- 6 seconds.
 OH1115
 OH1115.The orthometric height was determined by differential leveling
 OH1115.and adjusted by the National Geodetic Survey in June 1991..
 OH1115
 OH1115.The geoid height was determined by GEOID03.
 OH1115
 OH1115.The dynamic height is computed by dividing the NAVD 88
 OH1115.geopotential number by the normal gravity value computed on the
 OH1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1115.degrees latitude (g = 980.6199 gals.).
 OH1115
 OH1115.The modeled gravity was interpolated from observed gravity values.
 OH1115
 OH1115;                    North         East    Units  Estimated Accuracy
 OH1115;SPC ID W     -   214,700.      738,280.      MT  (+/- 180 meters Scaled)
 OH1115
 OH1115                          SUPERSEDED SURVEY CONTROL
 OH1115
 OH1115.No superseded survey control is available for this station.
 OH1115
 OH1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ391272(NAD 83)
 OH1115_MARKER: DB = BENCH MARK DISK
 OH1115_SETTING: 66 = SET IN ROCK OUTCROP
 OH1115_SP_SET: ROCK OUTCROP
 OH1115_STAMPING: G 416 1983
 OH1115_MARK LOGO: NGS   
 OH1115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH1115+STABILITY: POSITION/ELEVATION WELL
 OH1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1115+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2000
 OH1115
 OH1115  HISTORY     - Date     Condition        Report By
 OH1115  HISTORY     - 1983     MONUMENTED       NGS
 OH1115  HISTORY     - 20000721 GOOD             ORBITE
 OH1115
 OH1115                          STATION DESCRIPTION
 OH1115
 OH1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1115'4.7 KM (2.9 MI) NE FROM NAMPA.
 OH1115'4.7 KM (2.9 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN
 OH1115'NAMPA, IN TOP OF A PORTION OF GRAY OUTCROP IN THE SOUTHEAST RIGHT OF
 OH1115'WAY DITCH AND AT THE SOUTHWEST END OF THE EASTBOUND ON-RAMP TO
 OH1115'INTERSTATE 84, 0.25 KM (0.15 MI) SOUTH OF AN OVERPASS, 18.5 METERS (61
 OH1115'FT) SOUTHEAST OF THE CENTER OF THE ON-RAMP, 31.0 METERS (100 FT) NORTH
 OH1115'OF POWER POLE 10 WITH A TRANSFORMER ATTACHED, 0.3 METER (1 FT)
 OH1115'SOUTHEAST OF THE RIGHT OF WAY FENCE.
 OH1115'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 OH1115'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 OH1115
 OH1115                          STATION RECOVERY (2000)
 OH1115
 OH1115'RECOVERY NOTE BY ORBITECH INC 2000 (SHG)
 OH1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1082 ***********************************************************************
 OH1082  DESIGNATION -  G 417
 OH1082  PID         -  OH1082
 OH1082  STATE/COUNTY-  ID/PAYETTE
 OH1082  USGS QUAD   -  NYSSA (1965)
 OH1082
 OH1082                         *CURRENT SURVEY CONTROL
 OH1082  ___________________________________________________________________
 OH1082* NAD 83(1986)-  43 55 12.     (N)    116 56 19.     (W)     SCALED    
 OH1082* NAVD 88     -       694.618  (meters)    2278.93   (feet)  ADJUSTED  
 OH1082  ___________________________________________________________________
 OH1082  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 OH1082  DYNAMIC HT  -         694.402 (meters)    2278.22  (feet)  COMP
 OH1082  MODELED GRAV-     980,285.8   (mgal)                       NAVD 88
 OH1082
 OH1082  VERT ORDER  -  FIRST     CLASS II
 OH1082
 OH1082.The horizontal coordinates were scaled from a topographic map and have
 OH1082.an estimated accuracy of +/- 6 seconds.
 OH1082
 OH1082.The orthometric height was determined by differential leveling
 OH1082.and adjusted by the National Geodetic Survey in June 1991..
 OH1082
 OH1082.The geoid height was determined by GEOID03.
 OH1082
 OH1082.The dynamic height is computed by dividing the NAVD 88
 OH1082.geopotential number by the normal gravity value computed on the
 OH1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1082.degrees latitude (g = 980.6199 gals.).
 OH1082
 OH1082.The modeled gravity was interpolated from observed gravity values.
 OH1082
 OH1082;                    North         East    Units  Estimated Accuracy
 OH1082;SPC ID W     -   250,990.      704,540.      MT  (+/- 180 meters Scaled)
 OH1082
 OH1082                          SUPERSEDED SURVEY CONTROL
 OH1082
 OH1082.No superseded survey control is available for this station.
 OH1082
 OH1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ049629(NAD 83)
 OH1082_MARKER: I = METAL ROD
 OH1082_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1082_SP_SET: STAINLESS STEEL ROD
 OH1082_STAMPING: G 417 1983
 OH1082_MARK LOGO: NGS   
 OH1082_PROJECTION: FLUSH
 OH1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1082_ROD/PIPE-DEPTH: 6.0  meters
 OH1082
 OH1082  HISTORY     - Date     Condition        Report By
 OH1082  HISTORY     - 1983     MONUMENTED       NGS
 OH1082
 OH1082                          STATION DESCRIPTION
 OH1082
 OH1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1082'10.5 KM (6.5 MI) SOUTH FROM FRUITLAND.
 OH1082'10.5 KM (6.5 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 OH1082'FRUITLAND, 0.5 KM (0.3 MI) SOUTH OF FAIRVIEW AVENUE AND MILEPOST 57,
 OH1082'0.2 KM (0.1 MI) NORTH OF A GREEN PAINTED HOUSE ON A SMALL KNOLL, 16.4
 OH1082'METERS (54 FT) WEST OF THE HIGHWAY CENTERLINE, 9.1 METERS (30 FT)
 OH1082'SOUTH OF A FENCE CORNER, 0.7 METER (2 FT) SOUTH OF A POWER POLE AND
 OH1082'0.7 METER (2 FT) EAST OF A FENCE.
 OH1082'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 OH1082'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0892 ***********************************************************************
 NV0892  DESIGNATION -  G 418
 NV0892  PID         -  NV0892
 NV0892  STATE/COUNTY-  ID/ELMORE
 NV0892  USGS QUAD   -  BRUNEAU (1992)
 NV0892
 NV0892                         *CURRENT SURVEY CONTROL
 NV0892  ___________________________________________________________________
 NV0892* NAD 83(1986)-  42 58 30.     (N)    115 45 59.     (W)     SCALED    
 NV0892* NAVD 88     -       839.683  (meters)    2754.86   (feet)  ADJUSTED  
 NV0892  ___________________________________________________________________
 NV0892  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 NV0892  DYNAMIC HT  -         839.340 (meters)    2753.73  (feet)  COMP
 NV0892  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 NV0892
 NV0892  VERT ORDER  -  FIRST     CLASS II
 NV0892
 NV0892.The horizontal coordinates were scaled from a topographic map and have
 NV0892.an estimated accuracy of +/- 6 seconds.
 NV0892
 NV0892.The orthometric height was determined by differential leveling
 NV0892.and adjusted by the National Geodetic Survey in June 1991..
 NV0892
 NV0892.The geoid height was determined by GEOID03.
 NV0892
 NV0892.The dynamic height is computed by dividing the NAVD 88
 NV0892.geopotential number by the normal gravity value computed on the
 NV0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0892.degrees latitude (g = 980.6199 gals.).
 NV0892
 NV0892.The modeled gravity was interpolated from observed gravity values.
 NV0892
 NV0892;                    North         East    Units  Estimated Accuracy
 NV0892;SPC ID W     -   145,320.      798,660.      MT  (+/- 180 meters Scaled)
 NV0892
 NV0892                          SUPERSEDED SURVEY CONTROL
 NV0892
 NV0892.No superseded survey control is available for this station.
 NV0892
 NV0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH005587(NAD 83)
 NV0892_MARKER: DV = VERTICAL CONTROL DISK
 NV0892_SETTING: 66 = SET IN ROCK OUTCROP
 NV0892_SP_SET: ROCK OUTCROP
 NV0892_STAMPING: G 418 1983
 NV0892_MARK LOGO: NGS   
 NV0892_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0892+STABILITY: POSITION/ELEVATION WELL
 NV0892
 NV0892  HISTORY     - Date     Condition        Report By
 NV0892  HISTORY     - 1983     MONUMENTED       NGS
 NV0892  HISTORY     - 19840601 GOOD             NGS
 NV0892
 NV0892                          STATION DESCRIPTION
 NV0892
 NV0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0892'LOCATION--20.1 KM (12.5 MI) SOUTH OF MOUNTAIN HOME. 20.1 KM (12.5 MI)
 NV0892'SOUTH ALONG STATE HIGHWAY 51 FROM THE RAILROAD UNDERPASS AT MOUNTAIN
 NV0892'HOME, IN A PORTION OF ROCK OUTCROP, 0.3 KM (0.2 MI) NORTH OF RATTLE
 NV0892'SNAKE CREEK, 10.4 M (34 FT) WEST OF THE HIGHWAY CENTERLINE.  0.6 M
 NV0892'ABOVE THE HIGHWAY.  0.6 M NORTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0920 ***********************************************************************
 NV0920  DESIGNATION -  G 419
 NV0920  PID         -  NV0920
 NV0920  STATE/COUNTY-  ID/OWYHEE
 NV0920  USGS QUAD   -  HOLE IN ROCK (1980)
 NV0920
 NV0920                         *CURRENT SURVEY CONTROL
 NV0920  ___________________________________________________________________
 NV0920* NAD 83(1986)-  42 39 46.     (N)    115 54 25.     (W)     SCALED    
 NV0920* NAVD 88     -      1185.312  (meters)    3888.81   (feet)  ADJUSTED  
 NV0920  ___________________________________________________________________
 NV0920  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 NV0920  DYNAMIC HT  -        1184.667 (meters)    3886.70  (feet)  COMP
 NV0920  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 NV0920
 NV0920  VERT ORDER  -  FIRST     CLASS II
 NV0920
 NV0920.The horizontal coordinates were scaled from a topographic map and have
 NV0920.an estimated accuracy of +/- 6 seconds.
 NV0920
 NV0920.The orthometric height was determined by differential leveling
 NV0920.and adjusted by the National Geodetic Survey in June 1991..
 NV0920
 NV0920.The geoid height was determined by GEOID03.
 NV0920
 NV0920.The dynamic height is computed by dividing the NAVD 88
 NV0920.geopotential number by the normal gravity value computed on the
 NV0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0920.degrees latitude (g = 980.6199 gals.).
 NV0920
 NV0920.The modeled gravity was interpolated from observed gravity values.
 NV0920
 NV0920;                    North         East    Units  Estimated Accuracy
 NV0920;SPC ID W     -   110,650.      787,130.      MT  (+/- 180 meters Scaled)
 NV0920
 NV0920                          SUPERSEDED SURVEY CONTROL
 NV0920
 NV0920.No superseded survey control is available for this station.
 NV0920
 NV0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH895239(NAD 83)
 NV0920_MARKER: DV = VERTICAL CONTROL DISK
 NV0920_SETTING: 66 = SET IN ROCK OUTCROP
 NV0920_SP_SET: ROCK OUTCROP
 NV0920_STAMPING: G 419 1983
 NV0920_MARK LOGO: NGS   
 NV0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0920+STABILITY: POSITION/ELEVATION WELL
 NV0920
 NV0920  HISTORY     - Date     Condition        Report By
 NV0920  HISTORY     - 1983     MONUMENTED       NGS
 NV0920  HISTORY     - 19840601 GOOD             NGS
 NV0920
 NV0920                          STATION DESCRIPTION
 NV0920
 NV0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0920'LOCATION--29.0 KM (18.0 MI) SOUTH OF BRUNEAU. 29.0 KM (18.0 MI) SOUTH
 NV0920'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0920'BRUNEAU, IN TOP OF A 3- BY 5-FOOT PORTION OF OUTCROP PROJECTING 2 FT
 NV0920'ABOVE THE SURFACE OF THE GROUND ON THE OUTSIDE OF A CURVE, 0.1 KM
 NV0920'(0.05 MI) SOUTH OF THE T JUNCTION OF A ROAD LEADING EAST, 0.3 KM (0.2
 NV0920'MI) NORTH OF MILEPOST 53, 12.8 M (42 FT) WEST OF THE HIGHWAY
 NV0920'CENTERLINE.  3.0 M ABOVE THE HIGHWAY. 0.3 M SOUTHEAST FROM A WITNESS
 NV0920'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0504 ***********************************************************************
 PY0504  DESIGNATION -  G 42
 PY0504  PID         -  PY0504
 PY0504  STATE/COUNTY-  ID/FREMONT
 PY0504  USGS QUAD   -  ASHTON (1965)
 PY0504
 PY0504                         *CURRENT SURVEY CONTROL
 PY0504  ___________________________________________________________________
 PY0504* NAD 83(1986)-  44 04 14.     (N)    111 27 07.     (W)     SCALED    
 PY0504* NAVD 88     -      1602.699  (meters)    5258.19   (feet)  POSTED    
 PY0504  ___________________________________________________________________
 PY0504  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 PY0504  DYNAMIC HT  -        1601.880 (meters)    5255.50  (feet)  COMP
 PY0504  MODELED GRAV-     980,048.4   (mgal)                       NAVD 88
 PY0504
 PY0504  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0504
 PY0504.The horizontal coordinates were scaled from a topographic map and have
 PY0504.an estimated accuracy of +/- 6 seconds.
 PY0504
 PY0504.The orthometric height was determined by differential leveling
 PY0504.and adjusted by the National Geodetic Survey in 1992..
 PY0504.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0504.rate of 3.1 thru 4.0 mm/km.
 PY0504
 PY0504.The geoid height was determined by GEOID03.
 PY0504
 PY0504.The dynamic height is computed by dividing the NAVD 88
 PY0504.geopotential number by the normal gravity value computed on the
 PY0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0504.degrees latitude (g = 980.6199 gals.).
 PY0504
 PY0504.The modeled gravity was interpolated from observed gravity values.
 PY0504
 PY0504;                    North         East    Units  Estimated Accuracy
 PY0504;SPC ID E     -   267,280.      257,250.      MT  (+/- 180 meters Scaled)
 PY0504
 PY0504                          SUPERSEDED SURVEY CONTROL
 PY0504
 PY0504  NGVD 29 (??/??/92) 1601.628  (m)         5254.67   (f) ADJ UNCH    1 2
 PY0504
 PY0504.Superseded values are not recommended for survey control.
 PY0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0504.See file dsdata.txt to determine how the superseded data were derived.
 PY0504
 PY0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP638798(NAD 83)
 PY0504_MARKER: DB = BENCH MARK DISK
 PY0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0504_STAMPING: G 42 1934
 PY0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0504+STABILITY: SURFACE MOTION
 PY0504
 PY0504  HISTORY     - Date     Condition        Report By
 PY0504  HISTORY     - 1934     MONUMENTED       CGS
 PY0504  HISTORY     - 1960     GOOD             NGS
 PY0504  HISTORY     - 1964     GOOD             USGS
 PY0504  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0504
 PY0504                          STATION DESCRIPTION
 PY0504
 PY0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0504'IN ASHTON.
 PY0504'AT ASHTON, AT THE UNION PACIFIC RAILROAD STATION, IN THE NORTH CORNER
 PY0504'OF A LAWN AT THE SOUTHWEST EDGE OF THE STATION, 79 1/2 FEET SOUTHEAST
 PY0504'AND ACROSS THE TRACKS FROM MILEPOLE 51, 22.6 FEET SOUTHEAST OF THE
 PY0504'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 15.8 FEET SOUTH-SOUTHWEST OF
 PY0504'THE WEST CORNER OF THE STATION, 3 FEET SOUTH OF TELEPHONE POLE 2425,
 PY0504'ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 PY0504'POST FLUSH WITH THE LAWN.  THE LAWN IS NOW A GRAVELED PARKING LOT AND
 PY0504'THE TABLET IS NOW COVERED WITH 4-IN. OF GRAVEL.
 PY0504
 PY0504                          STATION RECOVERY (1964)
 PY0504
 PY0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PY0504'RECOVERED IN GOOD CONDITION.
 PY0504
 PY0504                          STATION RECOVERY (1983)
 PY0504
 PY0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0947 ***********************************************************************
 NV0947  DESIGNATION -  G 420
 NV0947  PID         -  NV0947
 NV0947  STATE/COUNTY-  ID/OWYHEE
 NV0947  USGS QUAD   -  GRASMERE RESERVOIR (1979)
 NV0947
 NV0947                         *CURRENT SURVEY CONTROL
 NV0947  ___________________________________________________________________
 NV0947* NAD 83(1986)-  42 17 42.     (N)    115 56 53.     (W)     SCALED    
 NV0947* NAVD 88     -      1746.071  (meters)    5728.57   (feet)  ADJUSTED  
 NV0947  ___________________________________________________________________
 NV0947  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 NV0947  DYNAMIC HT  -        1744.879 (meters)    5724.66  (feet)  COMP
 NV0947  MODELED GRAV-     979,876.7   (mgal)                       NAVD 88
 NV0947
 NV0947  VERT ORDER  -  FIRST     CLASS II
 NV0947
 NV0947.The horizontal coordinates were scaled from a topographic map and have
 NV0947.an estimated accuracy of +/- 6 seconds.
 NV0947
 NV0947.The orthometric height was determined by differential leveling
 NV0947.and adjusted by the National Geodetic Survey in June 1991..
 NV0947
 NV0947.The geoid height was determined by GEOID03.
 NV0947
 NV0947.The dynamic height is computed by dividing the NAVD 88
 NV0947.geopotential number by the normal gravity value computed on the
 NV0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0947.degrees latitude (g = 980.6199 gals.).
 NV0947
 NV0947.The modeled gravity was interpolated from observed gravity values.
 NV0947
 NV0947;                    North         East    Units  Estimated Accuracy
 NV0947;SPC ID W     -    69,810.      783,670.      MT  (+/- 180 meters Scaled)
 NV0947
 NV0947                          SUPERSEDED SURVEY CONTROL
 NV0947
 NV0947.No superseded survey control is available for this station.
 NV0947
 NV0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG867830(NAD 83)
 NV0947_MARKER: DV = VERTICAL CONTROL DISK
 NV0947_SETTING: 66 = SET IN ROCK OUTCROP
 NV0947_SP_SET: ROCK OUTCROP
 NV0947_STAMPING: G 420 1983
 NV0947_MARK LOGO: NGS   
 NV0947_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0947+STABILITY: POSITION/ELEVATION WELL
 NV0947
 NV0947  HISTORY     - Date     Condition        Report By
 NV0947  HISTORY     - 1983     MONUMENTED       NGS
 NV0947  HISTORY     - 19840601 GOOD             NGS
 NV0947
 NV0947                          STATION DESCRIPTION
 NV0947
 NV0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0947'LOCATION--19.3 KM (12.0 MI) NORTH OF RIDDLE. 19.3 KM (12.0 MI) NORTH
 NV0947'ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE, IN TOP OF A 3- BY
 NV0947'3-FOOT PORTION OF OUTCROP PROJECTING 1 FOOT ABOVE THE SURFACE OF THE
 NV0947'GROUND, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A GRAVEL ROAD
 NV0947'LEADING SOUTH, 0.8 KM (0.5 MI) WEST OF MILEPOST 26, 23.8 M (78 FT)
 NV0947'SOUTH OF THE HIGHWAY CENTERLINE AND 17.4 M (57 FT) WEST OF THE CENTER
 NV0947'OF THE GRAVEL ROAD.  0.5 M BELOW THE HIGHWAY.  0.4 M SOUTHEAST FROM A
 NV0947'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0857 ***********************************************************************
 NV0857  DESIGNATION -  G 422
 NV0857  PID         -  NV0857
 NV0857  STATE/COUNTY-  ID/JEROME
 NV0857  USGS QUAD   -  FALLS CITY (1992)
 NV0857
 NV0857                         *CURRENT SURVEY CONTROL
 NV0857  ___________________________________________________________________
 NV0857* NAD 83(1986)-  42 38 13.     (N)    114 26 49.     (W)     SCALED    
 NV0857* NAVD 88     -      1122.689  (meters)    3683.36   (feet)  ADJUSTED  
 NV0857  ___________________________________________________________________
 NV0857  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 NV0857  DYNAMIC HT  -        1122.101 (meters)    3681.43  (feet)  COMP
 NV0857  MODELED GRAV-     980,058.6   (mgal)                       NAVD 88
 NV0857
 NV0857  VERT ORDER  -  FIRST     CLASS II
 NV0857
 NV0857.The horizontal coordinates were scaled from a topographic map and have
 NV0857.an estimated accuracy of +/- 6 seconds.
 NV0857
 NV0857.The orthometric height was determined by differential leveling
 NV0857.and adjusted by the National Geodetic Survey in June 1991..
 NV0857
 NV0857.The geoid height was determined by GEOID03.
 NV0857
 NV0857.The dynamic height is computed by dividing the NAVD 88
 NV0857.geopotential number by the normal gravity value computed on the
 NV0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0857.degrees latitude (g = 980.6199 gals.).
 NV0857
 NV0857.The modeled gravity was interpolated from observed gravity values.
 NV0857
 NV0857;                    North         East    Units  Estimated Accuracy
 NV0857;SPC ID C     -   107,870.      463,340.      MT  (+/- 180 meters Scaled)
 NV0857
 NV0857                          SUPERSEDED SURVEY CONTROL
 NV0857
 NV0857.No superseded survey control is available for this station.
 NV0857
 NV0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH093236(NAD 83)
 NV0857_MARKER: DB = BENCH MARK DISK
 NV0857_SETTING: 66 = SET IN ROCK OUTCROP
 NV0857_SP_SET: ROCK OUTCROP
 NV0857_STAMPING: G 422 1983
 NV0857_MARK LOGO: NGS   
 NV0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0857+STABILITY: POSITION/ELEVATION WELL
 NV0857
 NV0857  HISTORY     - Date     Condition        Report By
 NV0857  HISTORY     - 1983     MONUMENTED       NGS
 NV0857
 NV0857                          STATION DESCRIPTION
 NV0857
 NV0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0857'8.5 KM (5.3 MI) NORTH FROM TWIN FALLS.
 NV0857'8.55 KM (5.35 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0857'STATE HIGHWAY 74 AT TWIN FALLS, IN TOP OF THE SOUTH EDGE OF A 3 BY 3
 NV0857'FOOT PORTION OF VOLCANIC ROCK OUTCROP FLUSH WITH THE SURFACE OF THE
 NV0857'GROUND, 0.6 KM (0.4 MI) SOUTH OF THE WEST BOUND INTERSTATE 84 OVERPASS
 NV0857'BRIDGE OVER THE HIGHWAY, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 53,
 NV0857'33.8 METERS (111 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES,
 NV0857'29.2 METERS (96 FT) SOUTHWEST OF A STREET LAMP POLE, 13.1 METERS
 NV0857'(43 FT) EAST-NORTHEAST OF A BRACED RIGHT OF WAY FENCE POST,
 NV0857'11.9 METERS (39 FT) EAST OF THE RIGHT OF WAY FENCE AND 0.3 METER
 NV0857'(1 FT) EAST OF THE WEST EDGE OF THE OUTCROP.
 NV0857'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 NV0857'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0883 ***********************************************************************
 NV0883  DESIGNATION -  G 423
 NV0883  PID         -  NV0883
 NV0883  STATE/COUNTY-  ID/TWIN FALLS
 NV0883  USGS QUAD   -  EDEN (1992)
 NV0883
 NV0883                         *CURRENT SURVEY CONTROL
 NV0883  ___________________________________________________________________
 NV0883* NAD 83(1986)-  42 30 37.     (N)    114 10 17.     (W)     SCALED    
 NV0883* NAVD 88     -      1241.326  (meters)    4072.58   (feet)  ADJUSTED  
 NV0883  ___________________________________________________________________
 NV0883  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 NV0883  DYNAMIC HT  -        1240.621 (meters)    4070.27  (feet)  COMP
 NV0883  MODELED GRAV-     980,010.6   (mgal)                       NAVD 88
 NV0883
 NV0883  VERT ORDER  -  FIRST     CLASS II
 NV0883
 NV0883.The horizontal coordinates were scaled from a topographic map and have
 NV0883.an estimated accuracy of +/- 6 seconds.
 NV0883
 NV0883.The orthometric height was determined by differential leveling
 NV0883.and adjusted by the National Geodetic Survey in June 1991..
 NV0883
 NV0883.The geoid height was determined by GEOID03.
 NV0883
 NV0883.The dynamic height is computed by dividing the NAVD 88
 NV0883.geopotential number by the normal gravity value computed on the
 NV0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0883.degrees latitude (g = 980.6199 gals.).
 NV0883
 NV0883.The modeled gravity was interpolated from observed gravity values.
 NV0883
 NV0883;                    North         East    Units  Estimated Accuracy
 NV0883;SPC ID C     -    93,710.      485,920.      MT  (+/- 180 meters Scaled)
 NV0883
 NV0883                          SUPERSEDED SURVEY CONTROL
 NV0883
 NV0883.No superseded survey control is available for this station.
 NV0883
 NV0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH323103(NAD 83)
 NV0883_MARKER: DB = BENCH MARK DISK
 NV0883_SETTING: 66 = SET IN ROCK OUTCROP
 NV0883_SP_SET: ROCK OUTCROP
 NV0883_STAMPING: G 423 1983
 NV0883_MARK LOGO: NGS   
 NV0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0883+STABILITY: POSITION/ELEVATION WELL
 NV0883
 NV0883  HISTORY     - Date     Condition        Report By
 NV0883  HISTORY     - 1983     MONUMENTED       NGS
 NV0883
 NV0883                          STATION DESCRIPTION
 NV0883
 NV0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0883'1.9 KM (1.2 MI) NW FROM MURTAUGH.
 NV0883'1.9 KM (1.2 MI) NORTHWEST ALONG 4500 EAST ROAD FROM THE ELEMENTARY
 NV0883'SCHOOL IN MURTAUGH, IN TOP OF THE NORTHEAST EDGE OF A VOLCANIC ROCK
 NV0883'OUTCROP LEDGE IN A LOW BEDROCK CUT, 0.14 KM (0.1 MI) SOUTH OF THE T
 NV0883'JUNCTION OF 3550 NORTH ROAD, 6.7 METERS (22 FT) SOUTHWEST OF THE
 NV0883'CENTER OF THE ROAD, 19.5 METERS (64 FT) SOUTHWEST ACROSS THE ROAD FROM
 NV0883'THE SOUTHWEST POLE OF A DOUBLE POWER POLE STRUCTURE AND 14.3 METERS
 NV0883'(47 FT) SOUTHEAST OF THE NORTHWEST END OF THE CUT.
 NV0883'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 NV0883'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1473 ***********************************************************************
 NU1473  DESIGNATION -  G 424
 NU1473  PID         -  NU1473
 NU1473  STATE/COUNTY-  ID/CASSIA
 NU1473  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU1473
 NU1473                         *CURRENT SURVEY CONTROL
 NU1473  ___________________________________________________________________
 NU1473* NAD 83(1986)-  42 35 08.     (N)    113 21 27.     (W)     SCALED    
 NU1473* NAVD 88     -      1339.201  (meters)    4393.70   (feet)  ADJUSTED  
 NU1473  ___________________________________________________________________
 NU1473  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NU1473  DYNAMIC HT  -        1338.423 (meters)    4391.14  (feet)  COMP
 NU1473  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 NU1473
 NU1473  VERT ORDER  -  FIRST     CLASS II
 NU1473
 NU1473.The horizontal coordinates were scaled from a topographic map and have
 NU1473.an estimated accuracy of +/- 6 seconds.
 NU1473
 NU1473.The orthometric height was determined by differential leveling
 NU1473.and adjusted by the National Geodetic Survey in June 1991..
 NU1473
 NU1473.The geoid height was determined by GEOID03.
 NU1473
 NU1473.The dynamic height is computed by dividing the NAVD 88
 NU1473.geopotential number by the normal gravity value computed on the
 NU1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1473.degrees latitude (g = 980.6199 gals.).
 NU1473
 NU1473.The modeled gravity was interpolated from observed gravity values.
 NU1473
 NU1473;                    North         East    Units  Estimated Accuracy
 NU1473;SPC ID C     -   102,260.      552,740.      MT  (+/- 180 meters Scaled)
 NU1473
 NU1473                          SUPERSEDED SURVEY CONTROL
 NU1473
 NU1473.No superseded survey control is available for this station.
 NU1473
 NU1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN065174(NAD 83)
 NU1473_MARKER: DB = BENCH MARK DISK
 NU1473_SETTING: 66 = SET IN ROCK OUTCROP
 NU1473_SP_SET: ROCK OUTCROP
 NU1473_STAMPING: G 424 1983
 NU1473_MARK LOGO: NGS   
 NU1473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1473+STABILITY: POSITION/ELEVATION WELL
 NU1473
 NU1473  HISTORY     - Date     Condition        Report By
 NU1473  HISTORY     - 1983     MONUMENTED       NGS
 NU1473
 NU1473                          STATION DESCRIPTION
 NU1473
 NU1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1473'32.0 KM (20.0 MI) EAST FROM HEYBURN.
 NU1473'17.7 KM (11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE
 NU1473'OVERPASS BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN,
 NU1473'THENCE 14.35 KM (8.95 MI) EAST ALONG INTERSTATE 86, IN TOP OF AND 2.4
 NU1473'METERS (8 FT) EAST OF THE WEST EDGE OF A 37 BY 52 FOOT LARGE PORTION
 NU1473'OF VOLCANIC OUTCROP PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND,
 NU1473'0.32 KM (0.2 MI) EAST OF MILEPOST 8, 39.8 KM (130.5 FT) SOUTH OF THE
 NU1473'EAST BOUND HIGHWAY CENTERLINE, 9.6 METERS (31.5 FT) SOUTH OF THE RIGHT
 NU1473'OF WAY FENCE AND 12.2 METERS (40 FT) NORTH OF THE SOUTH EDGE OF THE
 NU1473'OUTCROP.
 NU1473'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 NU1473'THE MARK IS 2.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0589 ***********************************************************************
 PZ0589  DESIGNATION -  G 425
 PZ0589  PID         -  PZ0589
 PZ0589  STATE/COUNTY-  ID/CUSTER
 PZ0589  USGS QUAD   -  BORAH PEAK (1967)
 PZ0589
 PZ0589                         *CURRENT SURVEY CONTROL
 PZ0589  ___________________________________________________________________
 PZ0589* NAD 83(1986)-  44 09 54.     (N)    113 52 09.     (W)     SCALED    
 PZ0589* NAVD 88     -      2090.363  (meters)    6858.13   (feet)  ADJUSTED  
 PZ0589  ___________________________________________________________________
 PZ0589  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 PZ0589  DYNAMIC HT  -        2089.048 (meters)    6853.82  (feet)  COMP
 PZ0589  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 PZ0589
 PZ0589  VERT ORDER  -  FIRST     CLASS II
 PZ0589
 PZ0589.The horizontal coordinates were scaled from a topographic map and have
 PZ0589.an estimated accuracy of +/- 6 seconds.
 PZ0589
 PZ0589.The orthometric height was determined by differential leveling
 PZ0589.and adjusted by the National Geodetic Survey in June 1991..
 PZ0589
 PZ0589.The geoid height was determined by GEOID03.
 PZ0589
 PZ0589.The dynamic height is computed by dividing the NAVD 88
 PZ0589.geopotential number by the normal gravity value computed on the
 PZ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0589.degrees latitude (g = 980.6199 gals.).
 PZ0589
 PZ0589.The modeled gravity was interpolated from observed gravity values.
 PZ0589
 PZ0589;                    North         East    Units  Estimated Accuracy
 PZ0589;SPC ID C     -   277,540.      510,460.      MT  (+/- 180 meters Scaled)
 PZ0589
 PZ0589                          SUPERSEDED SURVEY CONTROL
 PZ0589
 PZ0589.No superseded survey control is available for this station.
 PZ0589
 PZ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP706942(NAD 83)
 PZ0589_MARKER: I = METAL ROD
 PZ0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0589_SP_SET: STAINLESS STEEL ROD
 PZ0589_STAMPING: G 425 1983
 PZ0589_MARK LOGO: NGS   
 PZ0589_PROJECTION: FLUSH
 PZ0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0589_ROD/PIPE-DEPTH: 6.1  meters
 PZ0589
 PZ0589  HISTORY     - Date     Condition        Report By
 PZ0589  HISTORY     - 1983     MONUMENTED       NGS
 PZ0589  HISTORY     - 1984     GOOD             NGS
 PZ0589  HISTORY     - 1985     GOOD             NGS
 PZ0589
 PZ0589                          STATION DESCRIPTION
 PZ0589
 PZ0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PZ0589'39.6 KM (24.8 MI) NORTH FROM MACKAY.
 PZ0589'35.65 KM (22.3 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0589'OF MAIN STREET AT MACKAY, THENCE 4.0 KM (2.5 MI) NORTHEAST ALONG
 PZ0589'DOUBLE SPRINGS ROAD, 0.44 KM (0.28 MI) NORTHEAST OF THE
 PZ0589'CHALLIS NATIONAL FOREST BOUNDARY, IN THE WEST CORNER OF THE
 PZ0589'INTERSECTION OF A TRACK ROAD, 55.9 METERS (170.5 FT) NORTH OF
 PZ0589'CENTERLINE OF THE NEW DOUBLE SPRINGS ROAD, 12.3 METERS (40.5 FT)
 PZ0589'NORTHWEST OF THE CENTERLINE OF THE OLD DOUBLE SPRINGS ROAD,
 PZ0589'87.5 METERS (287 FT) SOUTHWEST OF THE NORTHEAST WALL OF THE
 PZ0589'CENTRAL FAULT AND 9.7 METERS (32 FT) SOUTHWEST OF THE CENTER OF
 PZ0589'THE TRACK ROAD.
 PZ0589'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 PZ0589'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PZ0589
 PZ0589                          STATION RECOVERY (1984)
 PZ0589
 PZ0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0589'RECOVERED IN GOOD CONDITION.
 PZ0589
 PZ0589                          STATION RECOVERY (1985)
 PZ0589
 PZ0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0589'RECOVERED IN GOOD CONDITION.  EXCEPT FOR THE STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0615 ***********************************************************************
 PZ0615  DESIGNATION -  G 426
 PZ0615  PID         -  PZ0615
 PZ0615  STATE/COUNTY-  ID/CUSTER
 PZ0615  USGS QUAD   -  BORAH PEAK (1967)
 PZ0615
 PZ0615                         *CURRENT SURVEY CONTROL
 PZ0615  ___________________________________________________________________
 PZ0615* NAD 83(1986)-  44 11 53.     (N)    113 51 10.     (W)     SCALED    
 PZ0615* NAVD 88     -      2277.495  (meters)    7472.08   (feet)  ADJUSTED  
 PZ0615  ___________________________________________________________________
 PZ0615  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 PZ0615  DYNAMIC HT  -        2276.004 (meters)    7467.19  (feet)  COMP
 PZ0615  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 PZ0615
 PZ0615  VERT ORDER  -  FIRST     CLASS II
 PZ0615
 PZ0615.The horizontal coordinates were scaled from a topographic map and have
 PZ0615.an estimated accuracy of +/- 6 seconds.
 PZ0615
 PZ0615.The orthometric height was determined by differential leveling
 PZ0615.and adjusted by the National Geodetic Survey in June 1991..
 PZ0615
 PZ0615.The geoid height was determined by GEOID03.
 PZ0615
 PZ0615.The dynamic height is computed by dividing the NAVD 88
 PZ0615.geopotential number by the normal gravity value computed on the
 PZ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0615.degrees latitude (g = 980.6199 gals.).
 PZ0615
 PZ0615.The modeled gravity was interpolated from observed gravity values.
 PZ0615
 PZ0615;                    North         East    Units  Estimated Accuracy
 PZ0615;SPC ID C     -   281,210.      511,770.      MT  (+/- 180 meters Scaled)
 PZ0615
 PZ0615                          SUPERSEDED SURVEY CONTROL
 PZ0615
 PZ0615.No superseded survey control is available for this station.
 PZ0615
 PZ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP720978(NAD 83)
 PZ0615_MARKER: I = METAL ROD
 PZ0615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0615_SP_SET: STAINLESS STEEL ROD
 PZ0615_STAMPING: G 426 1984
 PZ0615_MARK LOGO: NGS   
 PZ0615_PROJECTION: FLUSH
 PZ0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0615_ROD/PIPE-DEPTH: 5.2  meters
 PZ0615
 PZ0615  HISTORY     - Date     Condition        Report By
 PZ0615  HISTORY     - 1984     MONUMENTED       NGS
 PZ0615  HISTORY     - 1985     GOOD             NGS
 PZ0615
 PZ0615                          STATION DESCRIPTION
 PZ0615
 PZ0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PZ0615'43.9 KM (27.4 MI) NORTH FROM MACKAY.
 PZ0615'35.65 KM (22.2 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF
 PZ0615'MAIN STREET AT MACKAY, THENCE 8.3 KM (5.2 MI) NORTHEAST ALONG
 PZ0615'DOUBLESPRING ROAD, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A
 PZ0615'TRACK ROAD LEADING WEST, 17.2 METERS (56.5 FT) WEST OF THE CENTER OF
 PZ0615'THE ROAD AND 9.6 METERS (31.5 FT) SOUTH OF THE CENTER OF THE TRACK
 PZ0615'ROAD.
 PZ0615'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 PZ0615'THE MARK IS 0.5 M BELOW THE ROAD.
 PZ0615
 PZ0615                          STATION RECOVERY (1985)
 PZ0615
 PZ0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1636 ***********************************************************************
 SV1636  DESIGNATION -  G 428
 SV1636  PID         -  SV1636
 SV1636  STATE/COUNTY-  ID/BENEWAH
 SV1636  USGS QUAD   -  TENSED (1985)
 SV1636
 SV1636                         *CURRENT SURVEY CONTROL
 SV1636  ___________________________________________________________________
 SV1636* NAD 83(1986)-  47 13 46.     (N)    116 55 55.     (W)     SCALED    
 SV1636* NAVD 88     -       817.697  (meters)    2682.73   (feet)  ADJUSTED  
 SV1636  ___________________________________________________________________
 SV1636  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 SV1636  DYNAMIC HT  -         817.672 (meters)    2682.65  (feet)  COMP
 SV1636  MODELED GRAV-     980,556.3   (mgal)                       NAVD 88
 SV1636
 SV1636  VERT ORDER  -  FIRST     CLASS II
 SV1636
 SV1636.The horizontal coordinates were scaled from a topographic map and have
 SV1636.an estimated accuracy of +/- 6 seconds.
 SV1636
 SV1636.The orthometric height was determined by differential leveling
 SV1636.and adjusted by the National Geodetic Survey in June 1991..
 SV1636
 SV1636.The geoid height was determined by GEOID03.
 SV1636
 SV1636.The dynamic height is computed by dividing the NAVD 88
 SV1636.geopotential number by the normal gravity value computed on the
 SV1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1636.degrees latitude (g = 980.6199 gals.).
 SV1636
 SV1636.The modeled gravity was interpolated from observed gravity values.
 SV1636
 SV1636;                    North         East    Units  Estimated Accuracy
 SV1636;SPC ID W     -   618,780.      710,500.      MT  (+/- 180 meters Scaled)
 SV1636
 SV1636                          SUPERSEDED SURVEY CONTROL
 SV1636
 SV1636.No superseded survey control is available for this station.
 SV1636
 SV1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN051306(NAD 83)
 SV1636_MARKER: I = METAL ROD
 SV1636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1636_SP_SET: STAINLESS STEEL ROD
 SV1636_STAMPING: G 428 1989
 SV1636_MARK LOGO: NGS   
 SV1636_PROJECTION: FLUSH
 SV1636_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1636_ROD/PIPE-DEPTH: 4.9  meters
 SV1636
 SV1636  HISTORY     - Date     Condition        Report By
 SV1636  HISTORY     - 1989     MONUMENTED       NGS
 SV1636
 SV1636                          STATION DESCRIPTION
 SV1636
 SV1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1636'MARK IS LOCATED ON THE COUER D ALENE INDIAN RESERVATION ALONG U.S.
 SV1636'HIGHWAY 95, 0.15 KM (0.10 MI) NORTH FROM THE JUNCTION OF STATE
 SV1636'HIGHWAY 60 AND AT THE SOUTH END OF A SMALL CUT.  REACHED FORM THE
 SV1636'JUNCTION OF STATE HIGHWAY 5 AND U.S. HIGHWAY 95 IN PLUMMER, GO SOUTH
 SV1636'ON U.S. HIGHWAY 95 FOR 12.35 KM (7.65 MI) TO THE MARK ON THE RIGHT.
 SV1636'IT IS 8.7 M (28.5 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 11.6 M
 SV1636'(38.1 FT) NORTH FROM THE CENTER OF A HIGHWAY SIGN (MOSCOW, LEWISTON
 SV1636'AND TEKOA), 115.0 M (377.3 FT) NORTH FROM THE JUNCTION OF STATE
 SV1636'HIGHWAY 60 AND 0.5 M (1.6 FT) SOUTH FROM A WITNESS POST.  MARK IS 0.6
 SV1636'M (2.0 FT) ABOVE THE HIGHWAY.  MARK IS A STAINLESS STEEL ROD WITH A
 SV1636'CENTER PUNCH HOLE IN THE TOP.  NOTE--ACCESS TO DATUM POINT IS HAD
 SV1636'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1668 ***********************************************************************
 SV1668  DESIGNATION -  G 429
 SV1668  PID         -  SV1668
 SV1668  STATE/COUNTY-  ID/KOOTENAI
 SV1668  USGS QUAD   -  WORLEY (1981)
 SV1668
 SV1668                         *CURRENT SURVEY CONTROL
 SV1668  ___________________________________________________________________
 SV1668* NAD 83(1986)-  47 25 33.     (N)    116 58 29.     (W)     SCALED    
 SV1668* NAVD 88     -       784.485  (meters)    2573.76   (feet)  ADJUSTED  
 SV1668  ___________________________________________________________________
 SV1668  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 SV1668  DYNAMIC HT  -         784.488 (meters)    2573.77  (feet)  COMP
 SV1668  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 SV1668
 SV1668  VERT ORDER  -  FIRST     CLASS II
 SV1668
 SV1668.The horizontal coordinates were scaled from a topographic map and have
 SV1668.an estimated accuracy of +/- 6 seconds.
 SV1668
 SV1668.The orthometric height was determined by differential leveling
 SV1668.and adjusted by the National Geodetic Survey in June 1991..
 SV1668
 SV1668.The geoid height was determined by GEOID03.
 SV1668
 SV1668.The dynamic height is computed by dividing the NAVD 88
 SV1668.geopotential number by the normal gravity value computed on the
 SV1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1668.degrees latitude (g = 980.6199 gals.).
 SV1668
 SV1668.The modeled gravity was interpolated from observed gravity values.
 SV1668
 SV1668;                    North         East    Units  Estimated Accuracy
 SV1668;SPC ID W     -   640,660.      707,600.      MT  (+/- 180 meters Scaled)
 SV1668
 SV1668                          SUPERSEDED SURVEY CONTROL
 SV1668
 SV1668.No superseded survey control is available for this station.
 SV1668
 SV1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN019524(NAD 83)
 SV1668_MARKER: I = METAL ROD
 SV1668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1668_SP_SET: STAINLESS STEEL ROD
 SV1668_STAMPING: G 429 1989
 SV1668_MARK LOGO: NGS   
 SV1668_PROJECTION: FLUSH
 SV1668_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1668+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1668_ROD/PIPE-DEPTH: 4.8  meters
 SV1668
 SV1668  HISTORY     - Date     Condition        Report By
 SV1668  HISTORY     - 1989     MONUMENTED       NGS
 SV1668
 SV1668                          STATION DESCRIPTION
 SV1668
 SV1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1668'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1668'HIGHWAY 95, 0.94 KM (0.60 MI) EAST FROM THE JUNCTION OF STATE HIGHWAY
 SV1668'58, AT THE TOP OF A SMALL RISE AND AT A FIELD ACCESS ROAD.  REACHED
 SV1668'FROM THE POST OFFICE IN WORLEY, GO NORTHWEST ON U.S. HIGHWAY 95 FOR
 SV1668'5.33 KM (3.30 MI) TO THE MARK ON THE RIGHT.  IT IS 8.3 M (27.2 FT)
 SV1668'NORTH FROM THE CENTERLINE OF THE HIGHWAY, 24.7 M (81.0 FT) NORTHEAST
 SV1668'OF AND ACROSS THE HIGHWAY FROM A HIGHWAY CURVE SIGN, 31.6 M (103.7
 SV1668'FT) EAST OF A 18-INCH METAL PIPE CULVERT AND 0.6 M (2.0 FT) WEST FROM
 SV1668'A WITNESS POST.  MARK IS 0.10 M (0.3 FT) BELOW THE HIGHWAY.  MARK IS
 SV1668'A STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE IN THE TOP.
 SV1668'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0315 ***********************************************************************
 OX0315  DESIGNATION -  G 43
 OX0315  PID         -  OX0315
 OX0315  STATE/COUNTY-  ID/BONNEVILLE
 OX0315  USGS QUAD   -  SWAN VALLEY (1966)
 OX0315
 OX0315                         *CURRENT SURVEY CONTROL
 OX0315  ___________________________________________________________________
 OX0315* NAD 83(1986)-  43 26 26.     (N)    111 19 32.     (W)     SCALED    
 OX0315* NAVD 88     -      1614.058  (meters)    5295.46   (feet)  ADJUSTED  
 OX0315  ___________________________________________________________________
 OX0315  GEOID HEIGHT-         -10.37  (meters)                     GEOID03
 OX0315  DYNAMIC HT  -        1613.103 (meters)    5292.32  (feet)  COMP
 OX0315  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 OX0315
 OX0315  VERT ORDER  -  SECOND    CLASS 0
 OX0315
 OX0315.The horizontal coordinates were scaled from a topographic map and have
 OX0315.an estimated accuracy of +/- 6 seconds.
 OX0315
 OX0315.The orthometric height was determined by differential leveling
 OX0315.and adjusted by the National Geodetic Survey in June 1991..
 OX0315
 OX0315.The geoid height was determined by GEOID03.
 OX0315
 OX0315.The dynamic height is computed by dividing the NAVD 88
 OX0315.geopotential number by the normal gravity value computed on the
 OX0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0315.degrees latitude (g = 980.6199 gals.).
 OX0315
 OX0315.The modeled gravity was interpolated from observed gravity values.
 OX0315
 OX0315;                    North         East    Units  Estimated Accuracy
 OX0315;SPC ID E     -   197,380.      268,090.      MT  (+/- 180 meters Scaled)
 OX0315
 OX0315                          SUPERSEDED SURVEY CONTROL
 OX0315
 OX0315  NGVD 29 (??/??/92) 1612.892  (m)         5291.63   (f) ADJ UNCH    2 0
 OX0315
 OX0315.Superseded values are not recommended for survey control.
 OX0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0315.See file dsdata.txt to determine how the superseded data were derived.
 OX0315
 OX0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP736097(NAD 83)
 OX0315_MARKER: DB = BENCH MARK DISK
 OX0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0315_SP_SET: BUILDING
 OX0315_STAMPING: G 43 1934
 OX0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OX0315+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1996
 OX0315
 OX0315  HISTORY     - Date     Condition        Report By
 OX0315  HISTORY     - 1934     MONUMENTED       CGS
 OX0315  HISTORY     - 19960605 MARK NOT FOUND   NGS
 OX0315
 OX0315                          STATION DESCRIPTION
 OX0315
 OX0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0315'1.0 MI SE FROM SWAN VALLEY.
 OX0315'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 26 FROM THE COMMISSARY AT SWAN
 OX0315'VALLEY, BONNEVILLE COUNTY, 105 FEET NORTH OF THE CENTER LINE OF THE
 OX0315'HIGHWAY, AT RAINEY DELL SCHOOL, IN THE SOUTH WALL, 12 FEET WEST OF THE
 OX0315'CENTER OF THE FRONT ENTRANCE, 4 FEET EAST OF THE SOUTHWEST CORNER OF
 OX0315'THE BUILDING, 25 FEET EAST OF THE SCHOOL WATER PUMP, AND 5 FEET ABOVE
 OX0315'THE GROUND.  A STANDARD DISK, STAMPED G 43 1934 AND SET VERTICALLY.
 OX0315
 OX0315                          STATION RECOVERY (1996)
 OX0315
 OX0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (BEK)
 OX0315'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1308 ***********************************************************************
 OY1308  DESIGNATION -  G 430
 OY1308  PID         -  OY1308
 OY1308  STATE/COUNTY-  ID/JEFFERSON
 OY1308  USGS QUAD   -  MONTEVIEW (1969)
 OY1308
 OY1308                         *CURRENT SURVEY CONTROL
 OY1308  ___________________________________________________________________
 OY1308* NAD 83(1986)-  43 54 06.     (N)    112 36 09.     (W)     SCALED    
 OY1308* NAVD 88     -      1465.568  (meters)    4808.28   (feet)  ADJUSTED  
 OY1308  ___________________________________________________________________
 OY1308  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 OY1308  DYNAMIC HT  -        1464.851 (meters)    4805.93  (feet)  COMP
 OY1308  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 OY1308
 OY1308  VERT ORDER  -  FIRST     CLASS II
 OY1308
 OY1308.The horizontal coordinates were scaled from a topographic map and have
 OY1308.an estimated accuracy of +/- 6 seconds.
 OY1308
 OY1308.The orthometric height was determined by differential leveling
 OY1308.and adjusted by the National Geodetic Survey in December 1992..
 OY1308
 OY1308.The geoid height was determined by GEOID03.
 OY1308
 OY1308.The dynamic height is computed by dividing the NAVD 88
 OY1308.geopotential number by the normal gravity value computed on the
 OY1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1308.degrees latitude (g = 980.6199 gals.).
 OY1308
 OY1308.The modeled gravity was interpolated from observed gravity values.
 OY1308
 OY1308;                    North         East    Units  Estimated Accuracy
 OY1308;SPC ID E     -   248,360.      164,990.      MT  (+/- 180 meters Scaled)
 OY1308
 OY1308                          SUPERSEDED SURVEY CONTROL
 OY1308
 OY1308  NGVD 29 (08/20/92) 1464.496  (m)         4804.77   (f) ADJUSTED    1 2
 OY1308
 OY1308.Superseded values are not recommended for survey control.
 OY1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1308.See file dsdata.txt to determine how the superseded data were derived.
 OY1308
 OY1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP713621(NAD 83)
 OY1308_MARKER: DV = VERTICAL CONTROL DISK
 OY1308_SETTING: 66 = SET IN ROCK OUTCROP
 OY1308_SP_SET: BEDROCK
 OY1308_STAMPING: G 430 1992
 OY1308_MARK LOGO: NGS   
 OY1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1308+STABILITY: POSITION/ELEVATION WELL
 OY1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1308+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1308
 OY1308  HISTORY     - Date     Condition        Report By
 OY1308  HISTORY     - 1992     MONUMENTED       NGS
 OY1308
 OY1308                          STATION DESCRIPTION
 OY1308
 OY1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1308'17.1 KM (10.60 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1308'OFFICE IN TERRETON, THENCE 7.7 KM (4.80 MI) NORTHEASTERLY ALONG TRACK
 OY1308'ROAD T-17, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG A TRACK ROAD, NEAR
 OY1308'THE CENTER OF A 2 BY 6-FOOT AREA OF OUTCROPPING BEDROCK ALONG THE
 OY1308'SOUTH SLOPE OF A ROCKY KNOLL, 27.0 M (88.6 FT) NORTH OF THE ROAD
 OY1308'CENTER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, 0.8 M (2.6 FT)
 OY1308'EAST OF A CAIRN, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1183 ***********************************************************************
 OY1183  DESIGNATION -  G 431
 OY1183  PID         -  OY1183
 OY1183  STATE/COUNTY-  ID/BUTTE
 OY1183  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1183
 OY1183                         *CURRENT SURVEY CONTROL
 OY1183  ___________________________________________________________________
 OY1183* NAD 83(1986)-  43 35 08.     (N)    112 53 00.     (W)     SCALED    
 OY1183* NAVD 88     -      1499.323  (meters)    4919.03   (feet)  ADJUSTED  
 OY1183  ___________________________________________________________________
 OY1183  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 OY1183  DYNAMIC HT  -        1498.533 (meters)    4916.44  (feet)  COMP
 OY1183  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 OY1183
 OY1183  VERT ORDER  -  FIRST     CLASS II
 OY1183
 OY1183.The horizontal coordinates were scaled from a topographic map and have
 OY1183.an estimated accuracy of +/- 6 seconds.
 OY1183
 OY1183.The orthometric height was determined by differential leveling
 OY1183.and adjusted by the National Geodetic Survey in December 1992..
 OY1183
 OY1183.The geoid height was determined by GEOID03.
 OY1183
 OY1183.The dynamic height is computed by dividing the NAVD 88
 OY1183.geopotential number by the normal gravity value computed on the
 OY1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1183.degrees latitude (g = 980.6199 gals.).
 OY1183
 OY1183.The modeled gravity was interpolated from observed gravity values.
 OY1183
 OY1183;                    North         East    Units  Estimated Accuracy
 OY1183;SPC ID C     -   213,760.      590,180.      MT  (+/- 180 meters Scaled)
 OY1183
 OY1183                          SUPERSEDED SURVEY CONTROL
 OY1183
 OY1183  NGVD 29 (08/20/92) 1498.263  (m)         4915.55   (f) ADJUSTED    1 2
 OY1183
 OY1183.Superseded values are not recommended for survey control.
 OY1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1183.See file dsdata.txt to determine how the superseded data were derived.
 OY1183
 OY1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP479275(NAD 83)
 OY1183_MARKER: DV = VERTICAL CONTROL DISK
 OY1183_SETTING: 66 = SET IN ROCK OUTCROP
 OY1183_SP_SET: IN A DRILL HOLE IN BEDROCK
 OY1183_STAMPING: G 431 1992
 OY1183_MARK LOGO: NGS   
 OY1183_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1183+STABILITY: POSITION/ELEVATION WELL
 OY1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1183+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1183
 OY1183  HISTORY     - Date     Condition        Report By
 OY1183  HISTORY     - 1992     MONUMENTED       NGS
 OY1183
 OY1183                          STATION DESCRIPTION
 OY1183
 OY1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1183'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAY 20 AND 26 FROM THE
 OY1183'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1183'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY1183'EASTERLY ALONG WEST PORTLAND AVENUE, THENCE 3.9 KM (2.40 MI)
 OY1183'NORTHERLY ALONG LINCOLN BOULEVARD, THENCE 0.3 KM (0.20 MI) EASTERLY
 OY1183'ALONG A ROAD LEADING TO THE IDAHO CHEMICAL PROCESSING PLANT, THENCE
 OY1183'0.7 KM (0.45 MI) SOUTHERLY ALONG A PAVED ROAD, THENCE 0.5 KM (0.30
 OY1183'MI) EASTERLY ALONG A PAVED ROAD, THENCE 6.5 KM (4.05 MI) EASTERLY
 OY1183'ALONG A GRAVELED ROAD LEADING TO THE PROPOSED SITE FOR THE NEW
 OY1183'PRODUCTION REACTOR, NEAR THE SOUTH END OF A 20 BY 25-FOOT AREA OF
 OY1183'OUTCROPPING BEDROCK ALONG THE SOUTH SLOPE OF A HILL, 19.0 M (62.3 FT)
 OY1183'NORTH OF THE ROAD CENTER, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE ROAD,
 OY1183'AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1155 ***********************************************************************
 OY1155  DESIGNATION -  G 432
 OY1155  PID         -  OY1155
 OY1155  STATE/COUNTY-  ID/BUTTE
 OY1155  USGS QUAD   -  HOWE (1969)
 OY1155
 OY1155                         *CURRENT SURVEY CONTROL
 OY1155  ___________________________________________________________________
 OY1155* NAD 83(1986)-  43 46 05.     (N)    113 00 42.     (W)     SCALED    
 OY1155* NAVD 88     -      1485.386  (meters)    4873.30   (feet)  ADJUSTED  
 OY1155  ___________________________________________________________________
 OY1155  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 OY1155  DYNAMIC HT  -        1484.613 (meters)    4870.77  (feet)  COMP
 OY1155  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 OY1155
 OY1155  VERT ORDER  -  FIRST     CLASS II
 OY1155
 OY1155.The horizontal coordinates were scaled from a topographic map and have
 OY1155.an estimated accuracy of +/- 6 seconds.
 OY1155
 OY1155.The orthometric height was determined by differential leveling
 OY1155.and adjusted by the National Geodetic Survey in December 1992..
 OY1155
 OY1155.The geoid height was determined by GEOID03.
 OY1155
 OY1155.The dynamic height is computed by dividing the NAVD 88
 OY1155.geopotential number by the normal gravity value computed on the
 OY1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1155.degrees latitude (g = 980.6199 gals.).
 OY1155
 OY1155.The modeled gravity was interpolated from observed gravity values.
 OY1155
 OY1155;                    North         East    Units  Estimated Accuracy
 OY1155;SPC ID C     -   233,900.      579,580.      MT  (+/- 180 meters Scaled)
 OY1155
 OY1155                          SUPERSEDED SURVEY CONTROL
 OY1155
 OY1155  NGVD 29 (08/20/92) 1484.315  (m)         4869.79   (f) ADJUSTED    1 2
 OY1155
 OY1155.Superseded values are not recommended for survey control.
 OY1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1155.See file dsdata.txt to determine how the superseded data were derived.
 OY1155
 OY1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP380480(NAD 83)
 OY1155_MARKER: I = METAL ROD
 OY1155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1155_SP_SET: STAINLESS STEEL ROD
 OY1155_STAMPING: G 432 1992
 OY1155_MARK LOGO: NGS   
 OY1155_PROJECTION: PROJECTING 2 CENTIMETERS
 OY1155_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1155+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1155_ROD/PIPE-DEPTH: 5.9  meters
 OY1155
 OY1155  HISTORY     - Date     Condition        Report By
 OY1155  HISTORY     - 1992     MONUMENTED       NGS
 OY1155
 OY1155                          STATION DESCRIPTION
 OY1155
 OY1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1155'2.0 KM (1.25 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1155'POST OFFICE IN HOWE, 15.7 M (51.5 FT) WEST OF THE HIGHWAY CENTERLINE,
 OY1155'15.1 M (49.5 FT) NORTH OF THE WEST END OF A 20-INCH PIPE CULVERT, 0.3
 OY1155'M (1.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 OY1155'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OY1155'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1224 ***********************************************************************
 OY1224  DESIGNATION -  G 433
 OY1224  PID         -  OY1224
 OY1224  STATE/COUNTY-  ID/BINGHAM
 OY1224  USGS QUAD   -  LITTLE BUTTE (1973)
 OY1224
 OY1224                         *CURRENT SURVEY CONTROL
 OY1224  ___________________________________________________________________
 OY1224* NAD 83(1986)-  43 33 12.     (N)    112 33 05.     (W)     SCALED    
 OY1224* NAVD 88     -      1621.794  (meters)    5320.84   (feet)  ADJUSTED  
 OY1224  ___________________________________________________________________
 OY1224  GEOID HEIGHT-         -12.00  (meters)                     GEOID03
 OY1224  DYNAMIC HT  -        1620.900 (meters)    5317.90  (feet)  COMP
 OY1224  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 OY1224
 OY1224  VERT ORDER  -  FIRST     CLASS II
 OY1224
 OY1224.The horizontal coordinates were scaled from a topographic map and have
 OY1224.an estimated accuracy of +/- 6 seconds.
 OY1224
 OY1224.The orthometric height was determined by differential leveling
 OY1224.and adjusted by the National Geodetic Survey in December 1992..
 OY1224
 OY1224.The geoid height was determined by GEOID03.
 OY1224
 OY1224.The dynamic height is computed by dividing the NAVD 88
 OY1224.geopotential number by the normal gravity value computed on the
 OY1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1224.degrees latitude (g = 980.6199 gals.).
 OY1224
 OY1224.The modeled gravity was interpolated from observed gravity values.
 OY1224
 OY1224;                    North         East    Units  Estimated Accuracy
 OY1224;SPC ID E     -   209,640.      168,910.      MT  (+/- 180 meters Scaled)
 OY1224
 OY1224                          SUPERSEDED SURVEY CONTROL
 OY1224
 OY1224  NGVD 29 (08/20/92) 1620.698  (m)         5317.24   (f) ADJUSTED    1 2
 OY1224
 OY1224.Superseded values are not recommended for survey control.
 OY1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1224.See file dsdata.txt to determine how the superseded data were derived.
 OY1224
 OY1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP746234(NAD 83)
 OY1224_MARKER: DV = VERTICAL CONTROL DISK
 OY1224_SETTING: 66 = SET IN ROCK OUTCROP
 OY1224_SP_SET: BEDROCK
 OY1224_STAMPING: G 433 1992
 OY1224_MARK LOGO: NGS   
 OY1224_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1224+STABILITY: POSITION/ELEVATION WELL
 OY1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1224+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1224
 OY1224  HISTORY     - Date     Condition        Report By
 OY1224  HISTORY     - 1992     MONUMENTED       NGS
 OY1224
 OY1224                          STATION DESCRIPTION
 OY1224
 OY1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1224'41.2 KM (25.60 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1224'OF INTERSTATE HIGHWAY 15 IN IDAHO FALLS, NEAR THE EAST END OF A 7 BY
 OY1224'9-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 31.2 M (102.4 FT) NORTH
 OY1224'OF THE HIGHWAY CENTERLINE, 19.1 M (62.7 FT) SOUTHWEST OF THE CENTER
 OY1224'OF DIRT ROAD T-21, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND
 OY1224'0.3 M (1.0 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1248 ***********************************************************************
 OY1248  DESIGNATION -  G 434
 OY1248  PID         -  OY1248
 OY1248  STATE/COUNTY-  ID/JEFFERSON
 OY1248  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1248
 OY1248                         *CURRENT SURVEY CONTROL
 OY1248  ___________________________________________________________________
 OY1248* NAD 83(1986)-  43 48 12.     (N)    112 38 29.     (W)     SCALED    
 OY1248* NAVD 88     -      1459.696  (meters)    4789.02   (feet)  ADJUSTED  
 OY1248  ___________________________________________________________________
 OY1248  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 OY1248  DYNAMIC HT  -        1458.962 (meters)    4786.61  (feet)  COMP
 OY1248  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 OY1248
 OY1248  VERT ORDER  -  FIRST     CLASS II
 OY1248
 OY1248.The horizontal coordinates were scaled from a topographic map and have
 OY1248.an estimated accuracy of +/- 6 seconds.
 OY1248
 OY1248.The orthometric height was determined by differential leveling
 OY1248.and adjusted by the National Geodetic Survey in December 1992..
 OY1248
 OY1248.The geoid height was determined by GEOID03.
 OY1248
 OY1248.The dynamic height is computed by dividing the NAVD 88
 OY1248.geopotential number by the normal gravity value computed on the
 OY1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1248.degrees latitude (g = 980.6199 gals.).
 OY1248
 OY1248.The modeled gravity was interpolated from observed gravity values.
 OY1248
 OY1248;                    North         East    Units  Estimated Accuracy
 OY1248;SPC ID E     -   237,450.      161,800.      MT  (+/- 180 meters Scaled)
 OY1248
 OY1248                          SUPERSEDED SURVEY CONTROL
 OY1248
 OY1248  NGVD 29 (08/20/92) 1458.623  (m)         4785.50   (f) ADJUSTED    1 2
 OY1248
 OY1248.Superseded values are not recommended for survey control.
 OY1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1248.See file dsdata.txt to determine how the superseded data were derived.
 OY1248
 OY1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP679513(NAD 83)
 OY1248_MARKER: I = METAL ROD
 OY1248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1248_SP_SET: STAINLESS STEEL ROD
 OY1248_STAMPING: G 434 1992
 OY1248_MARK LOGO: NGS   
 OY1248_PROJECTION: FLUSH
 OY1248_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1248+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1248_ROD/PIPE-DEPTH: 4.6  meters
 OY1248
 OY1248  HISTORY     - Date     Condition        Report By
 OY1248  HISTORY     - 1992     MONUMENTED       NGS
 OY1248
 OY1248                          STATION DESCRIPTION
 OY1248
 OY1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1248'17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1248'OFFICE IN TERRETON, THENCE 2.2 KM (1.35 MI) SOUTHWESTERLY ALONG TRACK
 OY1248'ROAD T-17, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG A TRACK ROAD,
 OY1248'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG A TRACK ROAD, THENCE 2.3 KM
 OY1248'(1.40 MI) NORTHEASTERLY ALONG A TRACK ROAD, 5.4 M (17.7 FT) SOUTHEAST
 OY1248'OF AND LEVEL WITH THE ROAD CENTER, 4.5 M (14.8 FT) NORTHEAST OF THE
 OY1248'CENTER OF TRACK ROAD T-9, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS
 OY1248'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1112 ***********************************************************************
 OY1112  DESIGNATION -  G 435
 OY1112  PID         -  OY1112
 OY1112  STATE/COUNTY-  ID/BINGHAM
 OY1112  USGS QUAD   -  MORELAND (1971)
 OY1112
 OY1112                         *CURRENT SURVEY CONTROL
 OY1112  ___________________________________________________________________
 OY1112* NAD 83(1986)-  43 12 39.     (N)    112 24 51.     (W)     SCALED    
 OY1112* NAVD 88     -      1363.158  (meters)    4472.29   (feet)  ADJUSTED  
 OY1112  ___________________________________________________________________
 OY1112  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 OY1112  DYNAMIC HT  -        1362.417 (meters)    4469.86  (feet)  COMP
 OY1112  MODELED GRAV-     980,029.1   (mgal)                       NAVD 88
 OY1112
 OY1112  VERT ORDER  -  FIRST     CLASS II
 OY1112
 OY1112.The horizontal coordinates were scaled from a topographic map and have
 OY1112.an estimated accuracy of +/- 6 seconds.
 OY1112
 OY1112.The orthometric height was determined by differential leveling
 OY1112.and adjusted by the National Geodetic Survey in December 1992..
 OY1112
 OY1112.The geoid height was determined by GEOID03.
 OY1112
 OY1112.The dynamic height is computed by dividing the NAVD 88
 OY1112.geopotential number by the normal gravity value computed on the
 OY1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1112.degrees latitude (g = 980.6199 gals.).
 OY1112
 OY1112.The modeled gravity was interpolated from observed gravity values.
 OY1112
 OY1112;                    North         East    Units  Estimated Accuracy
 OY1112;SPC ID E     -   171,550.      179,890.      MT  (+/- 180 meters Scaled)
 OY1112
 OY1112                          SUPERSEDED SURVEY CONTROL
 OY1112
 OY1112  NGVD 29 (08/20/92) 1362.108  (m)         4468.85   (f) ADJUSTED    1 2
 OY1112
 OY1112.Superseded values are not recommended for survey control.
 OY1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1112.See file dsdata.txt to determine how the superseded data were derived.
 OY1112
 OY1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN851851(NAD 83)
 OY1112_MARKER: I = METAL ROD
 OY1112_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1112_SP_SET: STAINLESS STEEL ROD
 OY1112_STAMPING: G 435 1992
 OY1112_MARK LOGO: NGS   
 OY1112_PROJECTION: FLUSH
 OY1112_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1112+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1112_ROD/PIPE-DEPTH: 3.6  meters
 OY1112
 OY1112  HISTORY     - Date     Condition        Report By
 OY1112  HISTORY     - 1992     MONUMENTED       NGS
 OY1112
 OY1112                          STATION DESCRIPTION
 OY1112
 OY1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1112'4.5 KM (2.80 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY1112'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, 54.0 M (177.2 FT)
 OY1112'EAST OF THE CENTER OF 600 WEST ROAD (CLARK ROAD), 15.8 M (51.8 FT)
 OY1112'SOUTH OF THE CENTER OF 100 NORTH ROAD (PIONEER ROAD), 13.8 M (45.3
 OY1112'FT) NORTHEAST OF THE NEAR RAIL, 3.3 M (10.8 FT) SOUTHEAST OF A FENCE
 OY1112'CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0
 OY1112'FT) SOUTH OF A WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1137 ***********************************************************************
 OY1137  DESIGNATION -  G 436
 OY1137  PID         -  OY1137
 OY1137  STATE/COUNTY-  ID/BUTTE
 OY1137  USGS QUAD   -  HOWE PEAK (1972)
 OY1137
 OY1137                         *CURRENT SURVEY CONTROL
 OY1137  ___________________________________________________________________
 OY1137* NAD 83(1986)-  43 38 33.     (N)    113 05 31.     (W)     SCALED    
 OY1137* NAVD 88     -      1608.797  (meters)    5278.19   (feet)  ADJUSTED  
 OY1137  ___________________________________________________________________
 OY1137  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 OY1137  DYNAMIC HT  -        1607.927 (meters)    5275.34  (feet)  COMP
 OY1137  MODELED GRAV-     980,021.1   (mgal)                       NAVD 88
 OY1137
 OY1137  VERT ORDER  -  FIRST     CLASS II
 OY1137
 OY1137.The horizontal coordinates were scaled from a topographic map and have
 OY1137.an estimated accuracy of +/- 6 seconds.
 OY1137
 OY1137.The orthometric height was determined by differential leveling
 OY1137.and adjusted by the National Geodetic Survey in December 1992..
 OY1137
 OY1137.The geoid height was determined by GEOID03.
 OY1137
 OY1137.The dynamic height is computed by dividing the NAVD 88
 OY1137.geopotential number by the normal gravity value computed on the
 OY1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1137.degrees latitude (g = 980.6199 gals.).
 OY1137
 OY1137.The modeled gravity was interpolated from observed gravity values.
 OY1137
 OY1137;                    North         East    Units  Estimated Accuracy
 OY1137;SPC ID C     -   219,880.      573,260.      MT  (+/- 180 meters Scaled)
 OY1137
 OY1137                          SUPERSEDED SURVEY CONTROL
 OY1137
 OY1137  NGVD 29 (08/20/92) 1607.727  (m)         5274.68   (f) ADJUSTED    1 2
 OY1137
 OY1137.Superseded values are not recommended for survey control.
 OY1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1137.See file dsdata.txt to determine how the superseded data were derived.
 OY1137
 OY1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP312342(NAD 83)
 OY1137_MARKER: DV = VERTICAL CONTROL DISK
 OY1137_SETTING: 66 = SET IN ROCK OUTCROP
 OY1137_SP_SET: IN A DRILL HOLE IN BEDROCK
 OY1137_STAMPING: G 436 1992
 OY1137_MARK LOGO: NGS   
 OY1137_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1137+STABILITY: POSITION/ELEVATION WELL
 OY1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1137+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1137
 OY1137  HISTORY     - Date     Condition        Report By
 OY1137  HISTORY     - 1992     MONUMENTED       NGS
 OY1137
 OY1137                          STATION DESCRIPTION
 OY1137
 OY1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1137'18.5 KM (11.50 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1137'POST OFFICE IN HOWE, NEAR THE SOUTHEAST END OF A 15 BY 20-FOOT AREA
 OY1137'OF OUTCROPPING BEDROCK ALONG THE SOUTHEAST SLOPE OF A HILL, 29.0 M
 OY1137'(95.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) ABOVE
 OY1137'THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS
 OY1137'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0914 ***********************************************************************
 NV0914  DESIGNATION -  G 44
 NV0914  PID         -  NV0914
 NV0914  STATE/COUNTY-  ID/OWYHEE
 NV0914  USGS QUAD   -  HOLE IN ROCK (1980)
 NV0914
 NV0914                         *CURRENT SURVEY CONTROL
 NV0914  ___________________________________________________________________
 NV0914* NAD 83(1986)-  42 44 38.     (N)    115 53 57.     (W)     SCALED    
 NV0914* NAVD 88     -       932.670  (meters)    3059.93   (feet)  ADJUSTED  
 NV0914  ___________________________________________________________________
 NV0914  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 NV0914  DYNAMIC HT  -         932.219 (meters)    3058.46  (feet)  COMP
 NV0914  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 NV0914
 NV0914  VERT ORDER  -  FIRST     CLASS II
 NV0914
 NV0914.The horizontal coordinates were scaled from a topographic map and have
 NV0914.an estimated accuracy of +/- 6 seconds.
 NV0914
 NV0914.The orthometric height was determined by differential leveling
 NV0914.and adjusted by the National Geodetic Survey in June 1991..
 NV0914
 NV0914.The geoid height was determined by GEOID03.
 NV0914
 NV0914.The dynamic height is computed by dividing the NAVD 88
 NV0914.geopotential number by the normal gravity value computed on the
 NV0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0914.degrees latitude (g = 980.6199 gals.).
 NV0914
 NV0914.The modeled gravity was interpolated from observed gravity values.
 NV0914
 NV0914;                    North         East    Units  Estimated Accuracy
 NV0914;SPC ID W     -   119,660.      787,790.      MT  (+/- 180 meters Scaled)
 NV0914
 NV0914                          SUPERSEDED SURVEY CONTROL
 NV0914
 NV0914.No superseded survey control is available for this station.
 NV0914
 NV0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH900329(NAD 83)
 NV0914_MARKER: DB = BENCH MARK DISK
 NV0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0914_SP_SET: CONCRETE POST
 NV0914_STAMPING: JRH G 44 3057 1947
 NV0914_MARK LOGO: USGS  
 NV0914_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0914+STABILITY: SURFACE MOTION
 NV0914
 NV0914  HISTORY     - Date     Condition        Report By
 NV0914  HISTORY     - 1947     MONUMENTED       USGS
 NV0914  HISTORY     - 19840601 GOOD             NGS
 NV0914
 NV0914                          STATION DESCRIPTION
 NV0914
 NV0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0914'LOCATION--21.1 KM (13.1 MI) SOUTH OF BRUNEAU. 21.1 KM (13.1 MI) SOUTH
 NV0914'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0914'BRUNEAU, 91.4 M (300 FT) SOUTH OF MILEPOST 59, 32.3 M (106 FT) EAST OF
 NV0914'THE HIGHWAY CENTERLINE AND 30.5 M (100 FT) EAST OF A GUARDRAIL.  A
 NV0914'DISK SET INTO THE TOP OF A CONCRETE POST PROJECTING 15 CM.  0.9 M
 NV0914'BELOW THE HIGHWAY.  0.4 M NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0428 ***********************************************************************
 NT0428  DESIGNATION -  G 44
 NT0428  PID         -  NT0428
 NT0428  STATE/COUNTY-  ID/CARIBOU
 NT0428  USGS QUAD   -  CHINA HAT (1981)
 NT0428
 NT0428                         *CURRENT SURVEY CONTROL
 NT0428  ___________________________________________________________________
 NT0428* NAD 83(1986)-  42 46 56.     (N)    111 33 51.     (W)     SCALED    
 NT0428* NAVD 88     -      1890.488  (meters)    6202.38   (feet)  ADJUSTED  
 NT0428  ___________________________________________________________________
 NT0428  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 NT0428  DYNAMIC HT  -        1889.142 (meters)    6197.96  (feet)  COMP
 NT0428  MODELED GRAV-     979,841.5   (mgal)                       NAVD 88
 NT0428
 NT0428  VERT ORDER  -  SECOND    CLASS 0
 NT0428
 NT0428.The horizontal coordinates were scaled from a topographic map and have
 NT0428.an estimated accuracy of +/- 6 seconds.
 NT0428
 NT0428.The orthometric height was determined by differential leveling
 NT0428.and adjusted by the National Geodetic Survey in June 1991..
 NT0428
 NT0428.The geoid height was determined by GEOID03.
 NT0428
 NT0428.The dynamic height is computed by dividing the NAVD 88
 NT0428.geopotential number by the normal gravity value computed on the
 NT0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0428.degrees latitude (g = 980.6199 gals.).
 NT0428
 NT0428.The modeled gravity was interpolated from observed gravity values.
 NT0428
 NT0428;                    North         East    Units  Estimated Accuracy
 NT0428;SPC ID E     -   124,080.      249,300.      MT  (+/- 180 meters Scaled)
 NT0428
 NT0428                          SUPERSEDED SURVEY CONTROL
 NT0428
 NT0428  NGVD 29 (??/??/92) 1889.22   (m)         6198.2    (f) COMPUTED    2 0
 NT0428
 NT0428.Superseded values are not recommended for survey control.
 NT0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0428.See file dsdata.txt to determine how the superseded data were derived.
 NT0428
 NT0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN538367(NAD 83)
 NT0428_MARKER: DB = BENCH MARK DISK
 NT0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0428_STAMPING: G 44 1934
 NT0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0428+STABILITY: SURFACE MOTION
 NT0428
 NT0428  HISTORY     - Date     Condition        Report By
 NT0428  HISTORY     - 1934     MONUMENTED       CGS
 NT0428  HISTORY     - 1951     MARK NOT FOUND   NGS
 NT0428
 NT0428                          STATION DESCRIPTION
 NT0428
 NT0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0428'10.2 MI N FROM SODA SPRINGS.
 NT0428'10.2 MILES NORTH ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE AT
 NT0428'SODA SPRINGS, CARIBOU COUNTY, ABOUT 0.25 MILE SOUTH OF A CURVE LEADING
 NT0428'EAST, ABOUT 540 FEET NORTH OF THE SUMMIT OF A HILL, 384 FEET SOUTH OF
 NT0428'A CORRUGATED PIPE CULVERT, ABOUT 152 FEET SOUTHEAST OF THE SOUTH END
 NT0428'OF A LARGE GRAVEL PILE, 33 FEET EAST OF THE CENTER LINE OF THE
 NT0428'HIGHWAY, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED G 44
 NT0428'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROAD CONSTRUCTION
 NT0428'IN THIS AREA MAY HAVE DESTROYED THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0916 ***********************************************************************
 NV0916  DESIGNATION -  G 45
 NV0916  PID         -  NV0916
 NV0916  STATE/COUNTY-  ID/OWYHEE
 NV0916  USGS QUAD   -  HOLE IN ROCK (1980)
 NV0916
 NV0916                         *CURRENT SURVEY CONTROL
 NV0916  ___________________________________________________________________
 NV0916* NAD 83(1986)-  42 42 56.     (N)    115 54 07.     (W)     SCALED    
 NV0916* NAVD 88     -      1030.004  (meters)    3379.27   (feet)  ADJUSTED  
 NV0916  ___________________________________________________________________
 NV0916  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 NV0916  DYNAMIC HT  -        1029.485 (meters)    3377.57  (feet)  COMP
 NV0916  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 NV0916
 NV0916  VERT ORDER  -  FIRST     CLASS II
 NV0916
 NV0916.The horizontal coordinates were scaled from a topographic map and have
 NV0916.an estimated accuracy of +/- 6 seconds.
 NV0916
 NV0916.The orthometric height was determined by differential leveling
 NV0916.and adjusted by the National Geodetic Survey in June 1991..
 NV0916
 NV0916.The geoid height was determined by GEOID03.
 NV0916
 NV0916.The dynamic height is computed by dividing the NAVD 88
 NV0916.geopotential number by the normal gravity value computed on the
 NV0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0916.degrees latitude (g = 980.6199 gals.).
 NV0916
 NV0916.The modeled gravity was interpolated from observed gravity values.
 NV0916
 NV0916;                    North         East    Units  Estimated Accuracy
 NV0916;SPC ID W     -   116,510.      787,550.      MT  (+/- 180 meters Scaled)
 NV0916
 NV0916                          SUPERSEDED SURVEY CONTROL
 NV0916
 NV0916.No superseded survey control is available for this station.
 NV0916
 NV0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH899298(NAD 83)
 NV0916_MARKER: DB = BENCH MARK DISK
 NV0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0916_SP_SET: CONCRETE POST
 NV0916_STAMPING: JRH G 45 3376 1947
 NV0916_MARK LOGO: USGS  
 NV0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0916+STABILITY: SURFACE MOTION
 NV0916
 NV0916  HISTORY     - Date     Condition        Report By
 NV0916  HISTORY     - 1947     MONUMENTED       USGS
 NV0916  HISTORY     - 19840601 GOOD             NGS
 NV0916
 NV0916                          STATION DESCRIPTION
 NV0916
 NV0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0916'LOCATION--23.0 KM (14.3 MI) SOUTH OF BRUNEAU. 23.0 KM (14.3 MI) SOUTH
 NV0916'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0916'BRUNEAU, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 57, 0.25 KM (0.15 MI) NORTH
 NV0916'OF A GRAVEL PILE, 30.2 M (99 FT) WEST OF THE HIGHWAY CENTERLINE, 31.1
 NV0916'M (102 FT) EAST OF A DROP OFF CLIFF AND 0.9 M (3 FT) SOUTHEAST OF A
 NV0916'METAL WITNESS POST.  A DISK SET INTO THE TOP OF A CONCRETE POST
 NV0916'PROJECTING 20 CM.  ABOUT LEVEL WITH THE HIGHWAY.  0.3 M SOUTHEAST FROM
 NV0916'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0355 ***********************************************************************
 OX0355  DESIGNATION -  G 45
 OX0355  PID         -  OX0355
 OX0355  STATE/COUNTY-  ID/BONNEVILLE
 OX0355  USGS QUAD   -  HOMER VALLEY (1981)
 OX0355
 OX0355                         *CURRENT SURVEY CONTROL
 OX0355  ___________________________________________________________________
 OX0355* NAD 83(1986)-  43 08 31.     (N)    111 31 44.     (W)     SCALED    
 OX0355* NAVD 88     -      1954.264  (meters)    6411.61   (feet)  ADJUSTED  
 OX0355  ___________________________________________________________________
 OX0355  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 OX0355  DYNAMIC HT  -        1952.938 (meters)    6407.26  (feet)  COMP
 OX0355  MODELED GRAV-     979,871.7   (mgal)                       NAVD 88
 OX0355
 OX0355  VERT ORDER  -  SECOND    CLASS 0
 OX0355
 OX0355.The horizontal coordinates were scaled from a topographic map and have
 OX0355.an estimated accuracy of +/- 6 seconds.
 OX0355
 OX0355.The orthometric height was determined by differential leveling
 OX0355.and adjusted by the National Geodetic Survey in June 1991..
 OX0355
 OX0355.The geoid height was determined by GEOID03.
 OX0355
 OX0355.The dynamic height is computed by dividing the NAVD 88
 OX0355.geopotential number by the normal gravity value computed on the
 OX0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0355.degrees latitude (g = 980.6199 gals.).
 OX0355
 OX0355.The modeled gravity was interpolated from observed gravity values.
 OX0355
 OX0355;                    North         East    Units  Estimated Accuracy
 OX0355;SPC ID E     -   164,060.      251,880.      MT  (+/- 180 meters Scaled)
 OX0355
 OX0355                          SUPERSEDED SURVEY CONTROL
 OX0355
 OX0355  NGVD 29 (??/??/92) 1952.987  (m)         6407.42   (f) ADJ UNCH    2 0
 OX0355
 OX0355.Superseded values are not recommended for survey control.
 OX0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0355.See file dsdata.txt to determine how the superseded data were derived.
 OX0355
 OX0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN569767(NAD 83)
 OX0355_MARKER: DB = BENCH MARK DISK
 OX0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0355_STAMPING: G 45 1934
 OX0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0355+STABILITY: SURFACE MOTION
 OX0355
 OX0355  HISTORY     - Date     Condition        Report By
 OX0355  HISTORY     - 1934     MONUMENTED       CGS
 OX0355
 OX0355                          STATION DESCRIPTION
 OX0355
 OX0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0355'5.4 MI N FROM HERMAN.
 OX0355'ABOUT 5.4 MILES NORTH ALONG THE HERMAN-BONE ROAD FROM THE RANGER
 OX0355'STATION AT HERMAN, BONNEVILLE COUNTY, 78 FEET NORTHEAST OF THE
 OX0355'JUNCTION WITH A TRAIL, ABOUT 335 FEET EAST OF THE BOTTOM OF A 300-FOOT
 OX0355'SINK, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ON THE BREAK
 OX0355'OF A HILL.  A STANDARD DISK, STAMPED G 45 1934 AND SET IN THE TOP OF A
 OX0355'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0179 ***********************************************************************
 OY0179  DESIGNATION -  G 46
 OY0179  PID         -  OY0179
 OY0179  STATE/COUNTY-  ID/BONNEVILLE
 OY0179  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0179
 OY0179                         *CURRENT SURVEY CONTROL
 OY0179  ___________________________________________________________________
 OY0179* NAD 83(1986)-  43 30 42.     (N)    112 00 55.     (W)     SCALED    
 OY0179* NAVD 88     -      1442.691  (meters)    4733.23   (feet)  ADJUSTED  
 OY0179  ___________________________________________________________________
 OY0179  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 OY0179  DYNAMIC HT  -        1441.932 (meters)    4730.74  (feet)  COMP
 OY0179  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 OY0179
 OY0179  VERT ORDER  -  SECOND    CLASS 0
 OY0179
 OY0179.The horizontal coordinates were scaled from a topographic map and have
 OY0179.an estimated accuracy of +/- 6 seconds.
 OY0179
 OY0179.The orthometric height was determined by differential leveling
 OY0179.and adjusted by the National Geodetic Survey in June 1991..
 OY0179
 OY0179.The geoid height was determined by GEOID03.
 OY0179
 OY0179.The dynamic height is computed by dividing the NAVD 88
 OY0179.geopotential number by the normal gravity value computed on the
 OY0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0179.degrees latitude (g = 980.6199 gals.).
 OY0179
 OY0179.The modeled gravity was interpolated from observed gravity values.
 OY0179
 OY0179;                    North         East    Units  Estimated Accuracy
 OY0179;SPC ID E     -   204,950.      212,240.      MT  (+/- 180 meters Scaled)
 OY0179
 OY0179                          SUPERSEDED SURVEY CONTROL
 OY0179
 OY0179  NGVD 29 (??/??/92) 1441.611  (m)         4729.69   (f) ADJ UNCH    2 0
 OY0179
 OY0179.Superseded values are not recommended for survey control.
 OY0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0179.See file dsdata.txt to determine how the superseded data were derived.
 OY0179
 OY0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP179181(NAD 83)
 OY0179_MARKER: DB = BENCH MARK DISK
 OY0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0179_SP_SET: WALL
 OY0179_STAMPING: G 46 1934
 OY0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0179
 OY0179  HISTORY     - Date     Condition        Report By
 OY0179  HISTORY     - 1934     MONUMENTED       CGS
 OY0179  HISTORY     - 1968     GOOD             NGS
 OY0179  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 OY0179
 OY0179                          STATION DESCRIPTION
 OY0179
 OY0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OY0179'1.90 MI NE FROM IDAHO FALLS.
 OY0179'ABOUT 1.90 MILES NORTHEAST ALONG NORTH YELLOWSTONE AVENUE, US 20, US
 OY0179'26 AND US 191, FROM THE INTERSECTION OF BROADWAY AVENUE AND NORTH
 OY0179'YELLOWSTONE AVENUE, AT THE JUNCTION OF NORTH YELLOWSTONE AVENUE AND
 OY0179'LINCOLN ROAD, IN THE NORTHEAST QUADRANT FORMED BY THE JUNCTION OF THE
 OY0179'ROADS.  A STANDARD BENCH MARK SET IN A DRILL HOLE IN THE TOP OF THE
 OY0179'WALL PARALLELING THE ROAD.  IT IS 50.0 FEET NORTHEAST OF THE EAST
 OY0179'CORNER OF THE TRIANGULAR ISLAND FORMED BY THE ROAD JUNCTION.  40.4 FET
 OY0179'SOUTHEAST OF THE SOUTHEAST EDGE OF YELLOWSTONE AVENUE.  15.0 FEET
 OY0179'SOUTH OF A POWER POLE NO. A-65.  A STANDARD BENCH MARK DISK SET IN THE
 OY0179'TOP OF A SECTION OF CONCRETE WALL AND STAMPED G 46 1934.
 OY0179
 OY0179                          STATION RECOVERY (1978)
 OY0179
 OY0179'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0759 ***********************************************************************
 OY0759  DESIGNATION -  G 46 RESET
 OY0759  PID         -  OY0759
 OY0759  STATE/COUNTY-  ID/BONNEVILLE
 OY0759  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0759
 OY0759                         *CURRENT SURVEY CONTROL
 OY0759  ___________________________________________________________________
 OY0759* NAD 83(1986)-  43 30 42.     (N)    112 00 54.     (W)     SCALED    
 OY0759* NAVD 88     -      1442.396  (meters)    4732.26   (feet)  ADJUSTED  
 OY0759  ___________________________________________________________________
 OY0759  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 OY0759  DYNAMIC HT  -        1441.637 (meters)    4729.77  (feet)  COMP
 OY0759  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 OY0759
 OY0759  VERT ORDER  -  FIRST     CLASS II
 OY0759
 OY0759.The horizontal coordinates were scaled from a topographic map and have
 OY0759.an estimated accuracy of +/- 6 seconds.
 OY0759
 OY0759.The orthometric height was determined by differential leveling
 OY0759.and adjusted by the National Geodetic Survey in June 1991..
 OY0759
 OY0759.The geoid height was determined by GEOID03.
 OY0759
 OY0759.The dynamic height is computed by dividing the NAVD 88
 OY0759.geopotential number by the normal gravity value computed on the
 OY0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0759.degrees latitude (g = 980.6199 gals.).
 OY0759
 OY0759.The modeled gravity was interpolated from observed gravity values.
 OY0759
 OY0759;                    North         East    Units  Estimated Accuracy
 OY0759;SPC ID E     -   204,950.      212,260.      MT  (+/- 180 meters Scaled)
 OY0759
 OY0759                          SUPERSEDED SURVEY CONTROL
 OY0759
 OY0759  NGVD 29 (08/20/92) 1441.319  (m)         4728.73   (f) ADJUSTED    1 2
 OY0759
 OY0759.Superseded values are not recommended for survey control.
 OY0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0759.See file dsdata.txt to determine how the superseded data were derived.
 OY0759
 OY0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP179181(NAD 83)
 OY0759_MARKER: DV = VERTICAL CONTROL DISK
 OY0759_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OY0759_SP_SET: SIDEWALK
 OY0759_STAMPING: G 46 RESET 1978
 OY0759_MARK LOGO: NGS   
 OY0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0759+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1993
 OY0759
 OY0759  HISTORY     - Date     Condition        Report By
 OY0759  HISTORY     - 1978     MONUMENTED       RBNF
 OY0759  HISTORY     - 1983     GOOD             NGS
 OY0759  HISTORY     - 19931027 GOOD             NGS
 OY0759  HISTORY     - 19990601 POOR             IDTD
 OY0759
 OY0759                          STATION DESCRIPTION
 OY0759
 OY0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OY0759'IN IDAHO FALLS.
 OY0759'IN IDAHO
 OY0759'FALLS, AT THE INTERSECTION OF YELLOWSTONE AVENUE AND ANDERSON ROAD, IN
 OY0759'THE SIDE WALK OF THE NORTHEAST ANGLE OF THE INTERSECTION, 19.1 METERS
 OY0759'(62.7 FT) SOUTHEAST OF THE CENTERLINE OF THE AVENUE, 18.3 METERS (60.0
 OY0759'FT) NORTH OF THE CENTERLINE OF THE ROAD, 5.6 METERS (18.4 FT) WEST OF
 OY0759'A UTILITY POLE, AND 0.3 METER (1.0 FT) NORTH OF THE NORTH CURB OF THE
 OY0759'ROAD.
 OY0759'THE MARK IS 0.2 M ABOVE THE ROAD.
 OY0759
 OY0759                          STATION RECOVERY (1993)
 OY0759
 OY0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OY0759'RECOVERED IN GOOD CONDITION.
 OY0759
 OY0759                          STATION RECOVERY (1999)
 OY0759
 OY0759'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OY0759'THE MARK WAS DESTROYED BY NEW ROADWAY AND SIDEWALK CONSTRUCTION, CIRCA
 OY0759'1993, HENCE THE CREATION OF A NEW RESET MARK. SEE PID OY1344.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1344 ***********************************************************************
 OY1344  DESIGNATION -  G 46 RESET
 OY1344  PID         -  OY1344
 OY1344  STATE/COUNTY-  ID/BONNEVILLE
 OY1344  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY1344
 OY1344                         *CURRENT SURVEY CONTROL
 OY1344  ___________________________________________________________________
 OY1344* NAD 83(1986)-  43 30 43.     (N)    112 00 54.     (W)     SCALED    
 OY1344* NAVD 88     -      1442.33   (meters)    4732.0    (feet)  RESET     
 OY1344  ___________________________________________________________________
 OY1344  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 OY1344
 OY1344  VERT ORDER  -  THIRD
 OY1344
 OY1344.The horizontal coordinates were scaled from a topographic map and have
 OY1344.an estimated accuracy of +/- 6 seconds.
 OY1344
 OY1344.The orthometric height was computed from unverified reset data.
 OY1344.No vertical observational check was made to the station.
 OY1344
 OY1344.The geoid height was determined by GEOID03.
 OY1344
 OY1344;                    North         East    Units  Estimated Accuracy
 OY1344;SPC ID E     -   204,980.      212,260.      MT  (+/- 180 meters Scaled)
 OY1344
 OY1344                          SUPERSEDED SURVEY CONTROL
 OY1344
 OY1344  NGVD 29 (03/27/06) 1441.25   (m)         4728.5    (f) RESET       3  
 OY1344
 OY1344.Superseded values are not recommended for survey control.
 OY1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1344.See file dsdata.txt to determine how the superseded data were derived.
 OY1344
 OY1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP179181(NAD 83)
 OY1344_MARKER: DV = VERTICAL CONTROL DISK
 OY1344_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OY1344_SP_SET: SIDEWALK
 OY1344_STAMPING: G 46 1993
 OY1344_MARK LOGO: NGS   
 OY1344_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1344+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 OY1344
 OY1344  HISTORY     - Date     Condition        Report By
 OY1344  HISTORY     - 1993     MONUMENTED       NGS
 OY1344  HISTORY     - 19990601 GOOD             IDTD
 OY1344  HISTORY     - 20000601 GOOD             IDTD
 OY1344
 OY1344                          STATION DESCRIPTION
 OY1344
 OY1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OY1344'IN IDAHO FALLS IN THE SIDEWALK AT THE BURGER KING RESTAURANT, AT THE
 OY1344'NORTHEAST CORNER OF THE INTERSECTION OF ANDERSON AVENUE, LINCOLN ROAD
 OY1344'AND N. YELLOWSTONE.  LOCATED 9.6 M (31.5 FT) NORTHWEST OF A BURGER
 OY1344'KING SIGN, 46.4 M (152.2 FT) SOUTH SOUTHWEST OF A LIGHT POLE AND
 OY1344'ENTRANCE TO BURGER KING, 0.2 M (0.7 FT) SOUTH EAST OF THE NORTHWEST
 OY1344'EDGE OF THE SIDEWALK AND 19.2 M (63.0 FT) NORTHWEST OF G 46 RESET
 OY1344'1978, SET IN A SIDEWALK AND PROJECTING 20 CM ABOVE THE PAVED
 OY1344'INTERSECTION.
 OY1344
 OY1344                          STATION RECOVERY (1999)
 OY1344
 OY1344'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OY1344'THE MARK CAN BE GPS OBSERVED BUT IS IN A PROBABLE HIGH MULTIPATH AREA.
 OY1344' 
 OY1344
 OY1344                          STATION RECOVERY (2000)
 OY1344
 OY1344'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 OY1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0451 ***********************************************************************
 NT0451  DESIGNATION -  G 48
 NT0451  PID         -  NT0451
 NT0451  STATE/COUNTY-  ID/CARIBOU
 NT0451  USGS QUAD   -  ALEXANDER (1982)
 NT0451
 NT0451                         *CURRENT SURVEY CONTROL
 NT0451  ___________________________________________________________________
 NT0451* NAD 83(1986)-  42 39 43.     (N)    111 38 15.     (W)     SCALED    
 NT0451* NAVD 88     -      1750.698  (meters)    5743.75   (feet)  ADJUSTED  
 NT0451  ___________________________________________________________________
 NT0451  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 NT0451  DYNAMIC HT  -        1749.509 (meters)    5739.85  (feet)  COMP
 NT0451  MODELED GRAV-     979,879.7   (mgal)                       NAVD 88
 NT0451
 NT0451  VERT ORDER  -  SECOND    CLASS 0
 NT0451
 NT0451.The horizontal coordinates were scaled from a topographic map and have
 NT0451.an estimated accuracy of +/- 6 seconds.
 NT0451
 NT0451.The orthometric height was determined by differential leveling
 NT0451.and adjusted by the National Geodetic Survey in June 1991..
 NT0451
 NT0451.The geoid height was determined by GEOID03.
 NT0451
 NT0451.The dynamic height is computed by dividing the NAVD 88
 NT0451.geopotential number by the normal gravity value computed on the
 NT0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0451.degrees latitude (g = 980.6199 gals.).
 NT0451
 NT0451.The modeled gravity was interpolated from observed gravity values.
 NT0451
 NT0451;                    North         East    Units  Estimated Accuracy
 NT0451;SPC ID E     -   110,680.      243,380.      MT  (+/- 180 meters Scaled)
 NT0451
 NT0451                          SUPERSEDED SURVEY CONTROL
 NT0451
 NT0451  NGVD 29 (??/??/92) 1749.518  (m)         5739.88   (f) ADJ UNCH    2 0
 NT0451
 NT0451.Superseded values are not recommended for survey control.
 NT0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0451.See file dsdata.txt to determine how the superseded data were derived.
 NT0451
 NT0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN477234(NAD 83)
 NT0451_MARKER: DB = BENCH MARK DISK
 NT0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0451_SP_SET: BRIDGE
 NT0451_STAMPING: G 48 1934
 NT0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0451
 NT0451  HISTORY     - Date     Condition        Report By
 NT0451  HISTORY     - 1934     MONUMENTED       CGS
 NT0451  HISTORY     - 1944     GOOD             NGS
 NT0451
 NT0451                          STATION DESCRIPTION
 NT0451
 NT0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0451'1.7 MI W FROM SODA SPRINGS.
 NT0451'ABOUT 1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NT0451'AT SODA SPRINGS, CARIBOU COUNTY, 54 FEET NORTHEAST OF MILEPOST 148,
 NT0451'ABOUT 550 FEET EAST OF THE CENTER OF A ROAD CROSSING, IN THE TOP OF
 NT0451'THE CONCRETE HEAD WALL OF BRIDGE 147.98, ABOUT 185 FEET WEST OF
 NT0451'SEMAPHORE 1479, AND 10 FEET SOUTH OF THE CENTER LINE OF THE TRACK. A
 NT0451'STANDARD DISK, STAMPED G 48 1934.
 NT0451
 NT0451                          STATION RECOVERY (1944)
 NT0451
 NT0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 NT0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0161 ***********************************************************************
 NU0161  DESIGNATION -  G 49
 NU0161  PID         -  NU0161
 NU0161  STATE/COUNTY-  ID/BANNOCK
 NU0161  USGS QUAD   -  MC CAMMON (1968)
 NU0161
 NU0161                         *CURRENT SURVEY CONTROL
 NU0161  ___________________________________________________________________
 NU0161* NAD 83(1986)-  42 37 30.     (N)    112 10 22.     (W)     SCALED    
 NU0161* NAVD 88     -      1474.547  (meters)    4837.74   (feet)  ADJUSTED  
 NU0161  ___________________________________________________________________
 NU0161  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 NU0161  DYNAMIC HT  -        1473.625 (meters)    4834.72  (feet)  COMP
 NU0161  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 NU0161
 NU0161  VERT ORDER  -  FIRST     CLASS II
 NU0161
 NU0161.The horizontal coordinates were scaled from a topographic map and have
 NU0161.an estimated accuracy of +/- 6 seconds.
 NU0161
 NU0161.The orthometric height was determined by differential leveling
 NU0161.and adjusted by the National Geodetic Survey in June 1991..
 NU0161
 NU0161.The geoid height was determined by GEOID03.
 NU0161
 NU0161.The dynamic height is computed by dividing the NAVD 88
 NU0161.geopotential number by the normal gravity value computed on the
 NU0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0161.degrees latitude (g = 980.6199 gals.).
 NU0161
 NU0161.The modeled gravity was interpolated from observed gravity values.
 NU0161
 NU0161;                    North         East    Units  Estimated Accuracy
 NU0161;SPC ID E     -   106,440.      199,500.      MT  (+/- 180 meters Scaled)
 NU0161
 NU0161                          SUPERSEDED SURVEY CONTROL
 NU0161
 NU0161  NGVD 29 (??/??/92) 1473.467  (m)         4834.20   (f) ADJ UNCH    1 2
 NU0161
 NU0161.Superseded values are not recommended for survey control.
 NU0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0161.See file dsdata.txt to determine how the superseded data were derived.
 NU0161
 NU0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN038198(NAD 83)
 NU0161_MARKER: DB = BENCH MARK DISK
 NU0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0161_STAMPING: G-49 1934
 NU0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0161+STABILITY: SURFACE MOTION
 NU0161
 NU0161  HISTORY     - Date     Condition        Report By
 NU0161  HISTORY     - 1934     MONUMENTED       CGS
 NU0161  HISTORY     - 1958     MARK NOT FOUND   NGS
 NU0161
 NU0161                          STATION DESCRIPTION
 NU0161
 NU0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0161'2.0 MI S FROM MCCAMMON.
 NU0161'2.0 MILES SOUTH OF MCCAMMON STATION, ALONG UNION PACIFIC R.R. AT POINT
 NU0161'WHERE U.S. HWY. 30N TURNS WEST AWAY FROM TRACK.  345 FEET WEST OF
 NU0161'SEMAPHORE 1890.  45 FEET NORTH OF CENTERLINE OF U.S. HWY. 30N.  45
 NU0161'FEET SOUTHWEST OF CENTERLINE OF UNION PACIFIC R.R. EAST BOUND MAIN
 NU0161'LINE TRACK.  22 FEET NORTHEAST OF CENTERLINE OF DIRT ROAD LEADING
 NU0161'NORTH.  22 FEET SOUTH OF FIFTH WESTERN UNION TELEGRAPH POLE WEST OF
 NU0161'MILE POST 189.  10 FEET EAST OF GUY-WIRE POLE.  6 FEET SOUTHWEST OF
 NU0161'RIGHT OF WAY FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 NU0161
 NU0161                          STATION RECOVERY (1958)
 NU0161
 NU0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 NU0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0162 ***********************************************************************
 NU0162  DESIGNATION -  G 49 RESET
 NU0162  PID         -  NU0162
 NU0162  STATE/COUNTY-  ID/BANNOCK
 NU0162  USGS QUAD   -  ARIMO (1968)
 NU0162
 NU0162                         *CURRENT SURVEY CONTROL
 NU0162  ___________________________________________________________________
 NU0162* NAD 83(1986)-  42 37 29.     (N)    112 10 21.     (W)     SCALED    
 NU0162* NAVD 88     -      1474.39   (meters)    4837.2    (feet)  RESET     
 NU0162  ___________________________________________________________________
 NU0162  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 NU0162
 NU0162  VERT ORDER  -  THIRD
 NU0162
 NU0162.The horizontal coordinates were scaled from a topographic map and have
 NU0162.an estimated accuracy of +/- 6 seconds.
 NU0162
 NU0162.The orthometric height was computed from unverified reset data.
 NU0162.No vertical observational check was made to the station.
 NU0162
 NU0162.The geoid height was determined by GEOID03.
 NU0162
 NU0162;                    North         East    Units  Estimated Accuracy
 NU0162;SPC ID E     -   106,410.      199,520.      MT  (+/- 180 meters Scaled)
 NU0162
 NU0162                          SUPERSEDED SURVEY CONTROL
 NU0162
 NU0162  NGVD 29 (??/??/??) 1473.33   (m)         4833.8    (f) RESET       3  
 NU0162
 NU0162.Superseded values are not recommended for survey control.
 NU0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0162.See file dsdata.txt to determine how the superseded data were derived.
 NU0162
 NU0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN038198(NAD 83)
 NU0162_MARKER: DB = BENCH MARK DISK
 NU0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0162_STAMPING: G 49 1934 RESET 1954
 NU0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0162+STABILITY: SURFACE MOTION
 NU0162
 NU0162  HISTORY     - Date     Condition        Report By
 NU0162  HISTORY     - 1954     MONUMENTED       CGS
 NU0162  HISTORY     - 1968     MARK NOT FOUND   USGS
 NU0162
 NU0162                          STATION DESCRIPTION
 NU0162
 NU0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NU0162'3.1 MI S FROM MCCAMMON.
 NU0162'3.1 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM MCCAMMON, BANNOCK COUNTY,
 NU0162'0.9 MILE EAST OF THE CROSSING OF THE UNION PACIFIC RAILROAD, 171 FEET
 NU0162'EAST OF A U.P.R.R. UNDERPASS, AND 84 FEET SOUTH OF THE CENTERLINE OF
 NU0162'THE AREA BETWEEN THE TRACKS.  A STANDARD DISK, STAMPED G 49 1934 RESET
 NU0162'1954 AND SET IN THE TOP OF A CONCRETE POST.
 NU0162
 NU0162                          STATION RECOVERY (1968)
 NU0162
 NU0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0556 ***********************************************************************
 PZ0556  DESIGNATION -  G 50
 PZ0556  PID         -  PZ0556
 PZ0556  STATE/COUNTY-  ID/LEMHI
 PZ0556  USGS QUAD   -  MAY (1989)
 PZ0556
 PZ0556                         *CURRENT SURVEY CONTROL
 PZ0556  ___________________________________________________________________
 PZ0556* NAD 83(1986)-  44 32 50.     (N)    113 53 46.     (W)     SCALED    
 PZ0556* NAVD 88     -      1544.924  (meters)    5068.64   (feet)  ADJUSTED  
 PZ0556  ___________________________________________________________________
 PZ0556  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 PZ0556  DYNAMIC HT  -        1544.120 (meters)    5066.00  (feet)  COMP
 PZ0556  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 PZ0556
 PZ0556  VERT ORDER  -  SECOND    CLASS 0
 PZ0556
 PZ0556.The horizontal coordinates were scaled from a topographic map and have
 PZ0556.an estimated accuracy of +/- 6 seconds.
 PZ0556
 PZ0556.The orthometric height was determined by differential leveling
 PZ0556.and adjusted by the National Geodetic Survey in June 1991..
 PZ0556
 PZ0556.The geoid height was determined by GEOID03.
 PZ0556
 PZ0556.The dynamic height is computed by dividing the NAVD 88
 PZ0556.geopotential number by the normal gravity value computed on the
 PZ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0556.degrees latitude (g = 980.6199 gals.).
 PZ0556
 PZ0556.The modeled gravity was interpolated from observed gravity values.
 PZ0556
 PZ0556;                    North         East    Units  Estimated Accuracy
 PZ0556;SPC ID C     -   320,000.      508,260.      MT  (+/- 180 meters Scaled)
 PZ0556
 PZ0556                          SUPERSEDED SURVEY CONTROL
 PZ0556
 PZ0556  NGVD 29 (??/??/92) 1543.681  (m)         5064.56   (f) ADJ UNCH    2 0
 PZ0556
 PZ0556.Superseded values are not recommended for survey control.
 PZ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0556.See file dsdata.txt to determine how the superseded data were derived.
 PZ0556
 PZ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ699367(NAD 83)
 PZ0556_MARKER: DB = BENCH MARK DISK
 PZ0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0556_STAMPING: G 50 1948
 PZ0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0556+STABILITY: SURFACE MOTION
 PZ0556
 PZ0556  HISTORY     - Date     Condition        Report By
 PZ0556  HISTORY     - 1948     MONUMENTED       CGS
 PZ0556
 PZ0556                          STATION DESCRIPTION
 PZ0556
 PZ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0556'4.6 MI SE FROM MAY.
 PZ0556'4.6 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE RANGER STATION
 PZ0556'AT MAY, AT A FENCE CORNER, 43.9 FEET WEST OF THE CENTER LINE OF THE
 PZ0556'ROAD, 39.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN CULVERT,
 PZ0556'22.5 FEET WEST OF THE CORNER FENCE POST, 3.0 FEET SOUTH OF AN
 PZ0556'EAST-WEST FENCE LINE, 2.0 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 PZ0556'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0927 ***********************************************************************
 NV0927  DESIGNATION -  G 50
 NV0927  PID         -  NV0927
 NV0927  STATE/COUNTY-  ID/OWYHEE
 NV0927  USGS QUAD   -  WICKAHONEY CROSSING (1980)
 NV0927
 NV0927                         *CURRENT SURVEY CONTROL
 NV0927  ___________________________________________________________________
 NV0927* NAD 83(1986)-  42 34 30.     (N)    115 54 57.     (W)     SCALED    
 NV0927* NAVD 88     -      1439.039  (meters)    4721.25   (feet)  ADJUSTED  
 NV0927  ___________________________________________________________________
 NV0927  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 NV0927  DYNAMIC HT  -        1438.161 (meters)    4718.37  (feet)  COMP
 NV0927  MODELED GRAV-     979,961.2   (mgal)                       NAVD 88
 NV0927
 NV0927  VERT ORDER  -  FIRST     CLASS II
 NV0927
 NV0927.The horizontal coordinates were scaled from a topographic map and have
 NV0927.an estimated accuracy of +/- 6 seconds.
 NV0927
 NV0927.The orthometric height was determined by differential leveling
 NV0927.and adjusted by the National Geodetic Survey in June 1991..
 NV0927
 NV0927.The geoid height was determined by GEOID03.
 NV0927
 NV0927.The dynamic height is computed by dividing the NAVD 88
 NV0927.geopotential number by the normal gravity value computed on the
 NV0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0927.degrees latitude (g = 980.6199 gals.).
 NV0927
 NV0927.The modeled gravity was interpolated from observed gravity values.
 NV0927
 NV0927;                    North         East    Units  Estimated Accuracy
 NV0927;SPC ID W     -   100,900.      786,390.      MT  (+/- 180 meters Scaled)
 NV0927
 NV0927                          SUPERSEDED SURVEY CONTROL
 NV0927
 NV0927.No superseded survey control is available for this station.
 NV0927
 NV0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH889141(NAD 83)
 NV0927_MARKER: DB = BENCH MARK DISK
 NV0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0927_SP_SET: CONCRETE POST
 NV0927_STAMPING: JRH G 50 4718 1947
 NV0927_MARK LOGO: USGS  
 NV0927_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0927+STABILITY: SURFACE MOTION
 NV0927
 NV0927  HISTORY     - Date     Condition        Report By
 NV0927  HISTORY     - 1947     MONUMENTED       USGS
 NV0927  HISTORY     - 19840601 GOOD             NGS
 NV0927
 NV0927                          STATION DESCRIPTION
 NV0927
 NV0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0927'LOCATION--39.4 KM (24.5 MI) SOUTH OF BRUNEAU. 39.4 KM (24.5 MI) SOUTH
 NV0927'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0927'BRUNEAU, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 47, 18.6 M (61 FT) EAST OF
 NV0927'THE HIGHWAY CENTERLINE, 13.7 M (45 FT) WEST OF THE CENTER OF THE OLD
 NV0927'ROAD BED, 12.1 M (40 FT) EAST OF A 35 MPH HIGHWAY SIGN AND 85.3 M (280
 NV0927'FT) NORTH OF A SHARP CURVE.  A DISK SET INTO THE TOP OF A CONCRETE
 NV0927'POST PROJECTING 30 CM.  2.0 M ABOVE THE HIGHWAY.  0.4 M SOUTH FROM A
 NV0927'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0511 ***********************************************************************
 PZ0511  DESIGNATION -  G 51
 PZ0511  PID         -  PZ0511
 PZ0511  STATE/COUNTY-  ID/CUSTER
 PZ0511  USGS QUAD   -  DONKEY CREEK (1989)
 PZ0511
 PZ0511                         *CURRENT SURVEY CONTROL
 PZ0511  ___________________________________________________________________
 PZ0511* NAD 83(1986)-  44 19 42.     (N)    113 33 14.     (W)     SCALED    
 PZ0511* NAVD 88     -      2032.822  (meters)    6669.35   (feet)  ADJUSTED  
 PZ0511  ___________________________________________________________________
 PZ0511  GEOID HEIGHT-         -11.16  (meters)                     GEOID03
 PZ0511  DYNAMIC HT  -        2031.589 (meters)    6665.30  (feet)  COMP
 PZ0511  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 PZ0511
 PZ0511  VERT ORDER  -  SECOND    CLASS 0
 PZ0511
 PZ0511.The horizontal coordinates were scaled from a topographic map and have
 PZ0511.an estimated accuracy of +/- 6 seconds.
 PZ0511
 PZ0511.The orthometric height was determined by differential leveling
 PZ0511.and adjusted by the National Geodetic Survey in June 1991..
 PZ0511
 PZ0511.The geoid height was determined by GEOID03.
 PZ0511
 PZ0511.The dynamic height is computed by dividing the NAVD 88
 PZ0511.geopotential number by the normal gravity value computed on the
 PZ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0511.degrees latitude (g = 980.6199 gals.).
 PZ0511
 PZ0511.The modeled gravity was interpolated from observed gravity values.
 PZ0511
 PZ0511;                    North         East    Units  Estimated Accuracy
 PZ0511;SPC ID C     -   295,770.      535,580.      MT  (+/- 180 meters Scaled)
 PZ0511
 PZ0511                          SUPERSEDED SURVEY CONTROL
 PZ0511
 PZ0511  NGVD 29 (??/??/92) 2031.457  (m)         6664.87   (f) ADJ UNCH    2 0
 PZ0511
 PZ0511.Superseded values are not recommended for survey control.
 PZ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0511.See file dsdata.txt to determine how the superseded data were derived.
 PZ0511
 PZ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ963115(NAD 83)
 PZ0511_MARKER: DB = BENCH MARK DISK
 PZ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0511_STAMPING: G 51 1948
 PZ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0511+STABILITY: SURFACE MOTION
 PZ0511
 PZ0511  HISTORY     - Date     Condition        Report By
 PZ0511  HISTORY     - 1948     MONUMENTED       CGS
 PZ0511
 PZ0511                          STATION DESCRIPTION
 PZ0511
 PZ0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0511'20.9 MI NW FROM CLYDE.
 PZ0511'20.9 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0511'CLYDE, ABOUT 1.7 MILES NORTH OF THE SUMMIT RANCH HOUSE, ABOUT 0.4 MILE
 PZ0511'NORTHWEST OF THE PAHSIMEROI SUMMIT, AT THE Y INTERSECTION OF THE
 PZ0511'PAHSIMEROI ROAD AND A DIRT ROAD LEADING SOUTH TO THE SUMMIT RANCH,
 PZ0511'40.0 FEET NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD LEADING SOUTH,
 PZ0511'31.5 FEET SOUTHWEST OF THE CENTER LINE OF THE PAHSIMEROI ROAD, 3.0
 PZ0511'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PZ0511'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0931 ***********************************************************************
 NV0931  DESIGNATION -  G 52
 NV0931  PID         -  NV0931
 NV0931  STATE/COUNTY-  ID/OWYHEE
 NV0931  USGS QUAD   -  WICKAHONEY CROSSING (1980)
 NV0931
 NV0931                         *CURRENT SURVEY CONTROL
 NV0931  ___________________________________________________________________
 NV0931* NAD 83(1986)-  42 31 26.     (N)    115 54 09.     (W)     SCALED    
 NV0931* NAVD 88     -      1520.402  (meters)    4988.19   (feet)  ADJUSTED  
 NV0931  ___________________________________________________________________
 NV0931  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 NV0931  DYNAMIC HT  -        1519.449 (meters)    4985.06  (feet)  COMP
 NV0931  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 NV0931
 NV0931  VERT ORDER  -  FIRST     CLASS II
 NV0931
 NV0931.The horizontal coordinates were scaled from a topographic map and have
 NV0931.an estimated accuracy of +/- 6 seconds.
 NV0931
 NV0931.The orthometric height was determined by differential leveling
 NV0931.and adjusted by the National Geodetic Survey in June 1991..
 NV0931
 NV0931.The geoid height was determined by GEOID03.
 NV0931
 NV0931.The dynamic height is computed by dividing the NAVD 88
 NV0931.geopotential number by the normal gravity value computed on the
 NV0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0931.degrees latitude (g = 980.6199 gals.).
 NV0931
 NV0931.The modeled gravity was interpolated from observed gravity values.
 NV0931
 NV0931;                    North         East    Units  Estimated Accuracy
 NV0931;SPC ID W     -    95,220.      787,470.      MT  (+/- 180 meters Scaled)
 NV0931
 NV0931                          SUPERSEDED SURVEY CONTROL
 NV0931
 NV0931.No superseded survey control is available for this station.
 NV0931
 NV0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH901085(NAD 83)
 NV0931_MARKER: DB = BENCH MARK DISK
 NV0931_SETTING: 66 = SET IN ROCK OUTCROP
 NV0931_SP_SET: ROCK OUTCROP
 NV0931_STAMPING: JRH G 52 4984 1947
 NV0931_MARK LOGO: USGS  
 NV0931_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0931+STABILITY: POSITION/ELEVATION WELL
 NV0931
 NV0931  HISTORY     - Date     Condition        Report By
 NV0931  HISTORY     - 1947     MONUMENTED       USGS
 NV0931  HISTORY     - 19840601 GOOD             NGS
 NV0931
 NV0931                          STATION DESCRIPTION
 NV0931
 NV0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0931'LOCATION--45.9 KM (28.5 MI) SOUTH OF BRUNEAU. 45.9 KM (28.5 MI) SOUTH
 NV0931'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0931'BRUNEAU, IN TOP OF A 3- BY 5-FOOT PORTION OF OUTCROP PROJECTING 1 FT
 NV0931'ABOVE THE SURFACE OF THE GROUND,  AT THE CREST OF A HILL, 0.3 KM (0.2
 NV0931'MI) SOUTH OF MILEP0ST 43, 39.3 M (129 FT) EAST OF THE HIGHWAY
 NV0931'CENTERLINE AND 2.0 M (6.6 FT) NORTH OF A METAL WITNESS POST.  ABOUT
 NV0931'LEVEL WITH THE HIGHWAY.  0.6 M NORTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0408 ***********************************************************************
 PZ0408  DESIGNATION -  G 52
 PZ0408  PID         -  PZ0408
 PZ0408  STATE/COUNTY-  ID/CUSTER
 PZ0408  USGS QUAD   -  MOFFETT SPRINGS (1987)
 PZ0408
 PZ0408                         *CURRENT SURVEY CONTROL
 PZ0408  ___________________________________________________________________
 PZ0408* NAD 83(1986)-  44 17 56.     (N)    113 29 47.     (W)     SCALED    
 PZ0408* NAVD 88     -      1997.954  (meters)    6554.95   (feet)  ADJUSTED  
 PZ0408  ___________________________________________________________________
 PZ0408  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 PZ0408  DYNAMIC HT  -        1996.720 (meters)    6550.91  (feet)  COMP
 PZ0408  MODELED GRAV-     979,929.5   (mgal)                       NAVD 88
 PZ0408
 PZ0408  VERT ORDER  -  SECOND    CLASS 0
 PZ0408
 PZ0408.The horizontal coordinates were scaled from a topographic map and have
 PZ0408.an estimated accuracy of +/- 6 seconds.
 PZ0408
 PZ0408.The orthometric height was determined by differential leveling
 PZ0408.and adjusted by the National Geodetic Survey in June 1991..
 PZ0408
 PZ0408.The geoid height was determined by GEOID03.
 PZ0408
 PZ0408.The dynamic height is computed by dividing the NAVD 88
 PZ0408.geopotential number by the normal gravity value computed on the
 PZ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0408.degrees latitude (g = 980.6199 gals.).
 PZ0408
 PZ0408.The modeled gravity was interpolated from observed gravity values.
 PZ0408
 PZ0408;                    North         East    Units  Estimated Accuracy
 PZ0408;SPC ID C     -   292,530.      540,190.      MT  (+/- 180 meters Scaled)
 PZ0408
 PZ0408                          SUPERSEDED SURVEY CONTROL
 PZ0408
 PZ0408  NGVD 29 (??/??/92) 1996.574  (m)         6550.43   (f) ADJ UNCH    2 0
 PZ0408
 PZ0408.Superseded values are not recommended for survey control.
 PZ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0408.See file dsdata.txt to determine how the superseded data were derived.
 PZ0408
 PZ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ008081(NAD 83)
 PZ0408_MARKER: DB = BENCH MARK DISK
 PZ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0408_STAMPING: G 52 1948
 PZ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0408+STABILITY: SURFACE MOTION
 PZ0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0408+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 PZ0408
 PZ0408  HISTORY     - Date     Condition        Report By
 PZ0408  HISTORY     - 1948     MONUMENTED       CGS
 PZ0408  HISTORY     - 1983     MARK NOT FOUND   USGS
 PZ0408  HISTORY     - 20020606 GOOD             IDTD
 PZ0408
 PZ0408                          STATION DESCRIPTION
 PZ0408
 PZ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0408'17.3 MI NW FROM CLYDE.
 PZ0408'17.3 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0408'CLYDE, ABOUT 0.2 MILE EAST OF A FENCE CORNER, IN A SMALL DIP, 75.0
 PZ0408'FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.2 FEET EAST OF A WITNESS
 PZ0408'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PZ0408'GROUND.
 PZ0408
 PZ0408                          STATION RECOVERY (1983)
 PZ0408
 PZ0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0408'MARK NOT FOUND.
 PZ0408
 PZ0408                          STATION RECOVERY (2002)
 PZ0408
 PZ0408'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JW)
 PZ0408'FROM THE PAHSIMEROI VALLEY ROAD CROSSING AT SUMMIT CREEK (N
 PZ0408'44-16-31.0, W 113-27- 25.2 WGS 84), GO NW ALONG THE ROAD FOR 4.224 KM
 PZ0408'AND THE MARK ON THE RIGHT, 23.6 M NE  OF THE ROAD CENTER, 1.1M SW OF A
 PZ0408'WITNESS POST.  N 44-17-56.2, W 113-29-47.0 (WGS 84)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0434 ***********************************************************************
 PZ0434  DESIGNATION -  G 53
 PZ0434  PID         -  PZ0434
 PZ0434  STATE/COUNTY-  ID/BUTTE
 PZ0434  USGS QUAD   -  BADGER CREEK (1987)
 PZ0434
 PZ0434                         *CURRENT SURVEY CONTROL
 PZ0434  ___________________________________________________________________
 PZ0434* NAD 83(1986)-  44 02 35.     (N)    113 12 38.     (W)     SCALED    
 PZ0434* NAVD 88     -      1704.981  (meters)    5593.76   (feet)  ADJUSTED  
 PZ0434  ___________________________________________________________________
 PZ0434  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 PZ0434  DYNAMIC HT  -        1704.010 (meters)    5590.57  (feet)  COMP
 PZ0434  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 PZ0434
 PZ0434  VERT ORDER  -  SECOND    CLASS 0
 PZ0434
 PZ0434.The horizontal coordinates were scaled from a topographic map and have
 PZ0434.an estimated accuracy of +/- 6 seconds.
 PZ0434
 PZ0434.The orthometric height was determined by differential leveling
 PZ0434.and adjusted by the National Geodetic Survey in June 1991..
 PZ0434
 PZ0434.The geoid height was determined by GEOID03.
 PZ0434
 PZ0434.The dynamic height is computed by dividing the NAVD 88
 PZ0434.geopotential number by the normal gravity value computed on the
 PZ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0434.degrees latitude (g = 980.6199 gals.).
 PZ0434
 PZ0434.The modeled gravity was interpolated from observed gravity values.
 PZ0434
 PZ0434;                    North         East    Units  Estimated Accuracy
 PZ0434;SPC ID C     -   264,280.      563,270.      MT  (+/- 180 meters Scaled)
 PZ0434
 PZ0434                          SUPERSEDED SURVEY CONTROL
 PZ0434
 PZ0434  NGVD 29 (??/??/92) 1703.783  (m)         5589.83   (f) ADJ UNCH    2 0
 PZ0434
 PZ0434.Superseded values are not recommended for survey control.
 PZ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0434.See file dsdata.txt to determine how the superseded data were derived.
 PZ0434
 PZ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP228790(NAD 83)
 PZ0434_MARKER: DB = BENCH MARK DISK
 PZ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0434_STAMPING: G 53 1948
 PZ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0434+STABILITY: SURFACE MOTION
 PZ0434
 PZ0434  HISTORY     - Date     Condition        Report By
 PZ0434  HISTORY     - 1948     MONUMENTED       CGS
 PZ0434
 PZ0434                          STATION DESCRIPTION
 PZ0434
 PZ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0434'7.5 MI SE FROM CLYDE.
 PZ0434'7.5 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0434'CLYDE, ON THE OUTSIDE OF A CURVE, 49.5 FEET SOUTH OF THE CENTER LINE
 PZ0434'OF THE ROAD, 2.0 FEET SOUTHEAST OF A WITNESS POST, 1.3 FEET NORTH OF A
 PZ0434'FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 PZ0434'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0933 ***********************************************************************
 NV0933  DESIGNATION -  G 53
 NV0933  PID         -  NV0933
 NV0933  STATE/COUNTY-  ID/OWYHEE
 NV0933  USGS QUAD   -  GRASMERE (1979)
 NV0933
 NV0933                         *CURRENT SURVEY CONTROL
 NV0933  ___________________________________________________________________
 NV0933* NAD 83(1986)-  42 29 51.     (N)    115 53 47.     (W)     SCALED    
 NV0933* NAVD 88     -      1507.885  (meters)    4947.12   (feet)  ADJUSTED  
 NV0933  ___________________________________________________________________
 NV0933  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 NV0933  DYNAMIC HT  -        1506.931 (meters)    4943.99  (feet)  COMP
 NV0933  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 NV0933
 NV0933  VERT ORDER  -  FIRST     CLASS II
 NV0933
 NV0933.The horizontal coordinates were scaled from a topographic map and have
 NV0933.an estimated accuracy of +/- 6 seconds.
 NV0933
 NV0933.The orthometric height was determined by differential leveling
 NV0933.and adjusted by the National Geodetic Survey in June 1991..
 NV0933
 NV0933.The geoid height was determined by GEOID03.
 NV0933
 NV0933.The dynamic height is computed by dividing the NAVD 88
 NV0933.geopotential number by the normal gravity value computed on the
 NV0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0933.degrees latitude (g = 980.6199 gals.).
 NV0933
 NV0933.The modeled gravity was interpolated from observed gravity values.
 NV0933
 NV0933;                    North         East    Units  Estimated Accuracy
 NV0933;SPC ID W     -    92,290.      787,970.      MT  (+/- 180 meters Scaled)
 NV0933
 NV0933                          SUPERSEDED SURVEY CONTROL
 NV0933
 NV0933.No superseded survey control is available for this station.
 NV0933
 NV0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH906056(NAD 83)
 NV0933_MARKER: DB = BENCH MARK DISK
 NV0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0933_SP_SET: CONCRETE POST
 NV0933_STAMPING: JRH G 53 4943 1947
 NV0933_MARK LOGO: USGS  
 NV0933_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0933+STABILITY: SURFACE MOTION
 NV0933
 NV0933  HISTORY     - Date     Condition        Report By
 NV0933  HISTORY     - 1947     MONUMENTED       USGS
 NV0933  HISTORY     - 19840601 GOOD             NGS
 NV0933
 NV0933                          STATION DESCRIPTION
 NV0933
 NV0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0933'LOCATION--48.5 KM (30.3 MI) SOUTH OF BRUNEAU. 48.5 KM (30.3 MI) SOUTH
 NV0933'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0933'BRUNEAU, AT THE TOP OF A LOW CUT, 0.2 KM (0.1 MI) SOUTH OF MILEPOST
 NV0933'41, 0.6 KM (0.4 MI) NORTH OF THE T JUNCTION OF A ROAD LEADING EAST,
 NV0933'11.6 M (38 FT) EAST OF THE HIGHWAY CENTERLINE AND 9.1 M (30 FT) WEST
 NV0933'OF THE RIGHT OF WAY FENCE.  A DISK SET INTO THE TOP OF A CONCRETE POST
 NV0933'FLUSH WITH THE GROUND.  1.0 M ABOVE THE HIGHWAY.  0.6 M WEST FROM A
 NV0933'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0542 ***********************************************************************
 OY0542  DESIGNATION -  G 54
 OY0542  PID         -  OY0542
 OY0542  STATE/COUNTY-  ID/BUTTE
 OY0542  USGS QUAD   -  HOWE NW (1969)
 OY0542
 OY0542                         *CURRENT SURVEY CONTROL
 OY0542  ___________________________________________________________________
 OY0542* NAD 83(1986)-  43 56 22.     (N)    113 08 04.     (W)     SCALED    
 OY0542* NAVD 88     -      1609.776  (meters)    5281.41   (feet)  ADJUSTED  
 OY0542  ___________________________________________________________________
 OY0542  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 OY0542  DYNAMIC HT  -        1608.877 (meters)    5278.46  (feet)  COMP
 OY0542  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 OY0542
 OY0542  VERT ORDER  -  SECOND    CLASS 0
 OY0542
 OY0542.The horizontal coordinates were scaled from a topographic map and have
 OY0542.an estimated accuracy of +/- 6 seconds.
 OY0542
 OY0542.The orthometric height was determined by differential leveling
 OY0542.and adjusted by the National Geodetic Survey in June 1991..
 OY0542
 OY0542.The geoid height was determined by GEOID03.
 OY0542
 OY0542.The dynamic height is computed by dividing the NAVD 88
 OY0542.geopotential number by the normal gravity value computed on the
 OY0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0542.degrees latitude (g = 980.6199 gals.).
 OY0542
 OY0542.The modeled gravity was interpolated from observed gravity values.
 OY0542
 OY0542;                    North         East    Units  Estimated Accuracy
 OY0542;SPC ID C     -   252,830.      569,490.      MT  (+/- 180 meters Scaled)
 OY0542
 OY0542                          SUPERSEDED SURVEY CONTROL
 OY0542
 OY0542  NGVD 29 (??/??/92) 1608.618  (m)         5277.61   (f) ADJ UNCH    2 0
 OY0542
 OY0542.Superseded values are not recommended for survey control.
 OY0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0542.See file dsdata.txt to determine how the superseded data were derived.
 OY0542
 OY0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP286673(NAD 83)
 OY0542_MARKER: DB = BENCH MARK DISK
 OY0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0542_STAMPING: G 54 1948
 OY0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0542+STABILITY: SURFACE MOTION
 OY0542
 OY0542  HISTORY     - Date     Condition        Report By
 OY0542  HISTORY     - 1948     MONUMENTED       CGS
 OY0542
 OY0542                          STATION DESCRIPTION
 OY0542
 OY0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0542'12.4 MI NW FROM HOWE.
 OY0542'ABOUT 12.4 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE POST
 OY0542'OFFICE AT HOWE, 144.0 FEET EAST OF THE Y INTERSECTION OF THE
 OY0542'PAHSIMEROI ROAD AND A GRAVEL ROAD LEADING NORTH TO THE WILBERT
 OY0542'SENTINEL MINES, 99.0 FEET NORTHEAST OF THE EAST END OF A 24-INCH STEEL
 OY0542'CULVERT, 3.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 OY0542'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0563 ***********************************************************************
 OY0563  DESIGNATION -  G 55
 OY0563  PID         -  OY0563
 OY0563  STATE/COUNTY-  ID/CUSTER
 OY0563  USGS QUAD   -  METHODIST CREEK (1969)
 OY0563
 OY0563                         *CURRENT SURVEY CONTROL
 OY0563  ___________________________________________________________________
 OY0563* NAD 83(1986)-  43 56 01.     (N)    113 26 50.     (W)     SCALED    
 OY0563* NAVD 88     -      1869.565  (meters)    6133.73   (feet)  ADJUSTED  
 OY0563  ___________________________________________________________________
 OY0563  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 OY0563  DYNAMIC HT  -        1868.395 (meters)    6129.89  (feet)  COMP
 OY0563  MODELED GRAV-     979,927.1   (mgal)                       NAVD 88
 OY0563
 OY0563  VERT ORDER  -  SECOND    CLASS 0
 OY0563
 OY0563.The horizontal coordinates were scaled from a topographic map and have
 OY0563.an estimated accuracy of +/- 6 seconds.
 OY0563
 OY0563.The orthometric height was determined by differential leveling
 OY0563.and adjusted by the National Geodetic Survey in June 1991..
 OY0563
 OY0563.The geoid height was determined by GEOID03.
 OY0563
 OY0563.The dynamic height is computed by dividing the NAVD 88
 OY0563.geopotential number by the normal gravity value computed on the
 OY0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0563.degrees latitude (g = 980.6199 gals.).
 OY0563
 OY0563.The modeled gravity was interpolated from observed gravity values.
 OY0563
 OY0563;                    North         East    Units  Estimated Accuracy
 OY0563;SPC ID C     -   251,970.      544,380.      MT  (+/- 180 meters Scaled)
 OY0563
 OY0563                          SUPERSEDED SURVEY CONTROL
 OY0563
 OY0563  NGVD 29 (??/??/92) 1868.292  (m)         6129.55   (f) ADJ UNCH    2 0
 OY0563
 OY0563.Superseded values are not recommended for survey control.
 OY0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0563.See file dsdata.txt to determine how the superseded data were derived.
 OY0563
 OY0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP035674(NAD 83)
 OY0563_MARKER: DB = BENCH MARK DISK
 OY0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0563_STAMPING: G 55 1948
 OY0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0563+STABILITY: SURFACE MOTION
 OY0563
 OY0563  HISTORY     - Date     Condition        Report By
 OY0563  HISTORY     - 1948     MONUMENTED       CGS
 OY0563  HISTORY     - 20050609 MARK NOT FOUND   IDTD
 OY0563
 OY0563                          STATION DESCRIPTION
 OY0563
 OY0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0563'5.7 MI N FROM LESLIE.
 OY0563'ABOUT 5.7 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE POST OFFICE
 OY0563'AT LESLIE, ABOUT 0.2 MILE SOUTH OF THE SOUTH END OF THE PASS CREEK
 OY0563'GORGE, AT THE REMAINS OF OLD BUILDINGS, 52.0 FEET EAST OF THE CENTER
 OY0563'LINE OF THE ROAD, 30.0 FEET WEST OF THE CENTER LINE OF PASS CREEK, 2.3
 OY0563'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OY0563'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0563
 OY0563                          STATION RECOVERY (2005)
 OY0563
 OY0563'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (RLR)
 OY0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0937 ***********************************************************************
 NV0937  DESIGNATION -  G 55
 NV0937  PID         -  NV0937
 NV0937  STATE/COUNTY-  ID/OWYHEE
 NV0937  USGS QUAD   -  GRASMERE (1979)
 NV0937
 NV0937                         *CURRENT SURVEY CONTROL
 NV0937  ___________________________________________________________________
 NV0937* NAD 83(1986)-  42 26 24.     (N)    115 53 11.     (W)     SCALED    
 NV0937* NAVD 88     -      1522.303  (meters)    4994.42   (feet)  ADJUSTED  
 NV0937  ___________________________________________________________________
 NV0937  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 NV0937  DYNAMIC HT  -        1521.326 (meters)    4991.22  (feet)  COMP
 NV0937  MODELED GRAV-     979,926.3   (mgal)                       NAVD 88
 NV0937
 NV0937  VERT ORDER  -  FIRST     CLASS II
 NV0937
 NV0937.The horizontal coordinates were scaled from a topographic map and have
 NV0937.an estimated accuracy of +/- 6 seconds.
 NV0937
 NV0937.The orthometric height was determined by differential leveling
 NV0937.and adjusted by the National Geodetic Survey in June 1991..
 NV0937
 NV0937.The geoid height was determined by GEOID03.
 NV0937
 NV0937.The dynamic height is computed by dividing the NAVD 88
 NV0937.geopotential number by the normal gravity value computed on the
 NV0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0937.degrees latitude (g = 980.6199 gals.).
 NV0937
 NV0937.The modeled gravity was interpolated from observed gravity values.
 NV0937
 NV0937;                    North         East    Units  Estimated Accuracy
 NV0937;SPC ID W     -    85,900.      788,780.      MT  (+/- 180 meters Scaled)
 NV0937
 NV0937                          SUPERSEDED SURVEY CONTROL
 NV0937
 NV0937.No superseded survey control is available for this station.
 NV0937
 NV0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG915992(NAD 83)
 NV0937_MARKER: DB = BENCH MARK DISK
 NV0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0937_SP_SET: CONCRETE POST
 NV0937_STAMPING: JRH G 55 4991 1947
 NV0937_MARK LOGO: USGS  
 NV0937_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0937+STABILITY: SURFACE MOTION
 NV0937
 NV0937  HISTORY     - Date     Condition        Report By
 NV0937  HISTORY     - 1947     MONUMENTED       USGS
 NV0937  HISTORY     - 19840601 GOOD             NGS
 NV0937
 NV0937                          STATION DESCRIPTION
 NV0937
 NV0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0937'LOCATION--54.9 KM (34.3 MI) SOUTH OF BRUNEAU. 54.9 KM (34.3 MI) SOUTH
 NV0937'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0937'BRUNEAU, 37.1 M (122 FT) EAST OF THE HIGHWAY CENTERLINE, 38.1 M (125
 NV0937'FT) SOUTH OF THE CENTER OF A TRACK ROAD LEADING EAST AND 69.2 M (227
 NV0937'FT) SOUTH OF MILEPOST 37.  A DISK SET INTO THE TOP OF A CONCRETE POST
 NV0937'PROJECTING 20 CM.  2.0 M BELOW THE HIGHWAY.  0.6 M WEST FROM A WITNESS
 NV0937'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0363 ***********************************************************************
 PZ0363  DESIGNATION -  G 56
 PZ0363  PID         -  PZ0363
 PZ0363  STATE/COUNTY-  ID/LEMHI
 PZ0363  USGS QUAD   -  COAL KILN CANYON (1987)
 PZ0363
 PZ0363                         *CURRENT SURVEY CONTROL
 PZ0363  ___________________________________________________________________
 PZ0363* NAD 83(1986)-  44 22 16.     (N)    113 13 06.     (W)     SCALED    
 PZ0363* NAVD 88     -      2185.830  (meters)    7171.34   (feet)  ADJUSTED  
 PZ0363  ___________________________________________________________________
 PZ0363  GEOID HEIGHT-         -10.72  (meters)                     GEOID03
 PZ0363  DYNAMIC HT  -        2184.473 (meters)    7166.89  (feet)  COMP
 PZ0363  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 PZ0363
 PZ0363  VERT ORDER  -  SECOND    CLASS 0
 PZ0363
 PZ0363.The horizontal coordinates were scaled from a topographic map and have
 PZ0363.an estimated accuracy of +/- 6 seconds.
 PZ0363
 PZ0363.The orthometric height was determined by differential leveling
 PZ0363.and adjusted by the National Geodetic Survey in June 1991..
 PZ0363
 PZ0363.The geoid height was determined by GEOID03.
 PZ0363
 PZ0363.The dynamic height is computed by dividing the NAVD 88
 PZ0363.geopotential number by the normal gravity value computed on the
 PZ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0363.degrees latitude (g = 980.6199 gals.).
 PZ0363
 PZ0363.The modeled gravity was interpolated from observed gravity values.
 PZ0363
 PZ0363;                    North         East    Units  Estimated Accuracy
 PZ0363;SPC ID C     -   300,730.      562,300.      MT  (+/- 180 meters Scaled)
 PZ0363
 PZ0363                          SUPERSEDED SURVEY CONTROL
 PZ0363
 PZ0363  NGVD 29 (??/??/92) 2184.417  (m)         7166.71   (f) ADJ UNCH    2 0
 PZ0363
 PZ0363.Superseded values are not recommended for survey control.
 PZ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0363.See file dsdata.txt to determine how the superseded data were derived.
 PZ0363
 PZ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ232154(NAD 83)
 PZ0363_MARKER: DB = BENCH MARK DISK
 PZ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0363_STAMPING: G 56 1948
 PZ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0363+STABILITY: SURFACE MOTION
 PZ0363
 PZ0363  HISTORY     - Date     Condition        Report By
 PZ0363  HISTORY     - 1948     MONUMENTED       CGS
 PZ0363  HISTORY     - 1953     GOOD             NGS
 PZ0363  HISTORY     - 1983     GOOD             USGS
 PZ0363
 PZ0363                          STATION DESCRIPTION
 PZ0363
 PZ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0363'9.3 MI S FROM GILMORE.
 PZ0363'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 PZ0363'GILMORE, THENCE 2.0 MILES WEST ALONG THE SPRING CANYON ROAD, 156.0
 PZ0363'FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTHEAST,
 PZ0363'39.0 FEET SOUTHEAST OF THE CENTER LINE OF THE SPRING CANYON ROAD, 4.7
 PZ0363'FEET NORTHWEST OF A SIGN, SPRING MOUNTAIN CANYON, 3.2 FEET NORTH OF A
 PZ0363'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 PZ0363'ABOVE THE GROUND.
 PZ0363
 PZ0363                          STATION RECOVERY (1953)
 PZ0363
 PZ0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PZ0363'RECOVERED IN GOOD CONDITION.
 PZ0363
 PZ0363                          STATION RECOVERY (1983)
 PZ0363
 PZ0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0363'22.9 MILES SOUTH ALONG STATE ROUTE 28 FROM THE POST OFFICE AT
 PZ0363'LEADORE, THEN 2.0 MILES SOUTHWEST ALONG THE SPRING MTN. CANYON ROAD,
 PZ0363'AND 156 FT. NORTHEAST OF THE CENTERLINE OF A TRACK ROAD LEADING
 PZ0363'SOUTHEAST, 39.0 FT. SOUTHEAST OF THE CENTERLINE OF THE SPRING MTN
 PZ0363'CANYON ROAD, 3.2 FT NORTH OF A WITNESS POST, A STANDARD DISK SET IN
 PZ0363'THE TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0464 ***********************************************************************
 OY0464  DESIGNATION -  G 57
 OY0464  PID         -  OY0464
 OY0464  STATE/COUNTY-  ID/JEFFERSON
 OY0464  USGS QUAD   -  CIRCULAR BUTTE NW (1969)
 OY0464
 OY0464                         *CURRENT SURVEY CONTROL
 OY0464  ___________________________________________________________________
 OY0464* NAD 83(1986)-  43 57 11.     (N)    112 40 33.     (W)     SCALED    
 OY0464* NAVD 88     -      1488.105  (meters)    4882.22   (feet)  ADJUSTED  
 OY0464  ___________________________________________________________________
 OY0464  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 OY0464  DYNAMIC HT  -        1487.379 (meters)    4879.84  (feet)  COMP
 OY0464  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 OY0464
 OY0464  VERT ORDER  -  SECOND    CLASS 0
 OY0464
 OY0464.The horizontal coordinates were scaled from a topographic map and have
 OY0464.an estimated accuracy of +/- 6 seconds.
 OY0464
 OY0464.The orthometric height was determined by differential leveling
 OY0464.and adjusted by the National Geodetic Survey in June 1991..
 OY0464
 OY0464.The geoid height was determined by GEOID03.
 OY0464
 OY0464.The dynamic height is computed by dividing the NAVD 88
 OY0464.geopotential number by the normal gravity value computed on the
 OY0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0464.degrees latitude (g = 980.6199 gals.).
 OY0464
 OY0464.The modeled gravity was interpolated from observed gravity values.
 OY0464
 OY0464;                    North         East    Units  Estimated Accuracy
 OY0464;SPC ID E     -   254,110.      159,130.      MT  (+/- 180 meters Scaled)
 OY0464
 OY0464                          SUPERSEDED SURVEY CONTROL
 OY0464
 OY0464  NGVD 29 (??/??/92) 1487.027  (m)         4878.69   (f) ADJ UNCH    2 0
 OY0464
 OY0464.Superseded values are not recommended for survey control.
 OY0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0464.See file dsdata.txt to determine how the superseded data were derived.
 OY0464
 OY0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP655680(NAD 83)
 OY0464_MARKER: DB = BENCH MARK DISK
 OY0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0464_STAMPING: G 57 1948
 OY0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0464+STABILITY: SURFACE MOTION
 OY0464
 OY0464  HISTORY     - Date     Condition        Report By
 OY0464  HISTORY     - 1948     MONUMENTED       CGS
 OY0464  HISTORY     - 1969     MARK NOT FOUND   USGS
 OY0464  HISTORY     - 20010522 MARK NOT FOUND   IDTD
 OY0464
 OY0464                          STATION DESCRIPTION
 OY0464
 OY0464'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 OY0464'14.5 MI NW FROM TERRETON.
 OY0464'14.5 MILES NORTHWEST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE
 OY0464'AT TERRETON, ON THE SOUTHEAST SLOPE OF A LONG GRADE, AT A BARREN SPOT,
 OY0464'81.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.7 FEET
 OY0464'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OY0464'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THERE IS EVIDENCE OF
 OY0464'DISCING SOME FEW YEARS AGO AND IT MAY HAVE BEEN KNOCKED OUT AT THAT
 OY0464'TIME.
 OY0464
 OY0464                          STATION RECOVERY (2001)
 OY0464
 OY0464'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JW)
 OY0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0464 ***********************************************************************
 RY0464  DESIGNATION -  G 59
 RY0464  PID         -  RY0464
 RY0464  STATE/COUNTY-  ID/IDAHO
 RY0464  USGS QUAD   -  KOOSKIA (1994)
 RY0464
 RY0464                         *CURRENT SURVEY CONTROL
 RY0464  ___________________________________________________________________
 RY0464* NAD 83(1986)-  46 08 36.     (N)    115 53 21.     (W)     SCALED    
 RY0464* NAVD 88     -       399.057  (meters)    1309.24   (feet)  ADJUSTED  
 RY0464  ___________________________________________________________________
 RY0464  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 RY0464  DYNAMIC HT  -         399.022 (meters)    1309.12  (feet)  COMP
 RY0464  MODELED GRAV-     980,515.1   (mgal)                       NAVD 88
 RY0464
 RY0464  VERT ORDER  -  FIRST     CLASS II
 RY0464
 RY0464.The horizontal coordinates were scaled from a topographic map and have
 RY0464.an estimated accuracy of +/- 6 seconds.
 RY0464
 RY0464.The orthometric height was determined by differential leveling
 RY0464.and adjusted by the National Geodetic Survey in June 1991..
 RY0464
 RY0464.The geoid height was determined by GEOID03.
 RY0464
 RY0464.The dynamic height is computed by dividing the NAVD 88
 RY0464.geopotential number by the normal gravity value computed on the
 RY0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0464.degrees latitude (g = 980.6199 gals.).
 RY0464
 RY0464.The modeled gravity was interpolated from observed gravity values.
 RY0464
 RY0464;                    North         East    Units  Estimated Accuracy
 RY0464;SPC ID W     -   497,380.      789,250.      MT  (+/- 180 meters Scaled)
 RY0464
 RY0464                          SUPERSEDED SURVEY CONTROL
 RY0464
 RY0464  NGVD 29 (??/??/92)  397.992  (m)         1305.75   (f) ADJ UNCH    1 2
 RY0464
 RY0464.Superseded values are not recommended for survey control.
 RY0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0464.See file dsdata.txt to determine how the superseded data were derived.
 RY0464
 RY0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM857105(NAD 83)
 RY0464_MARKER: DB = BENCH MARK DISK
 RY0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0464_STAMPING: G 59 1950
 RY0464_MARK LOGO: CGS   
 RY0464_PROJECTION: PROJECTING 6 CENTIMETERS
 RY0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0464+STABILITY: SURFACE MOTION
 RY0464
 RY0464  HISTORY     - Date     Condition        Report By
 RY0464  HISTORY     - 1950     MONUMENTED       CGS
 RY0464  HISTORY     - 1980     GOOD             NGS
 RY0464
 RY0464                          STATION DESCRIPTION
 RY0464
 RY0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0464'6.1 MI E FROM KOOSKIA.
 RY0464'0.3 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT KOOSKIA,
 RY0464'THENCE 5.8 MILES EAST ALONG STATE HIGHWAY 9, 0.25 MILE WEST OF A SMALL
 RY0464'WOODEN BRIDGE, ABOUT 141 YARDS EAST OF THE JUNCTION OF A PRIVATE
 RY0464'DRIVEWAY LEADING NORTH TO THE CHARLES RICE RESIDENCE, 20 FEET NORTH OF
 RY0464'THE CENTER LINE OF THE HIGHWAY, 18.9 FEET EAST OF A TELEPHONE POLE,
 RY0464'14.3 FEET WEST OF THE WEST END OF A GATE IN A FENCE, 2.8 FEET EAST OF
 RY0464'A WITNESS POST, 2.1 FEET SOUTH OF THE FENCE, ABOUT 2 FEET HIGHER THAN
 RY0464'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 RY0464'ABOVE THE GROUND.
 RY0464
 RY0464                          STATION RECOVERY (1980)
 RY0464
 RY0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0464'10.4 KILOMETERS (6.45 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0464'JUNCTION OF STATE HIGHWAY 13 IN KOOSKIA, 0.3 KILOMETER (0.2 MILE)
 RY0464'SOUTHEAST OF HIGHWAY MILEPOST 80, 37.2 METERS (122 FEET) WEST OF THE
 RY0464'APPROXIMATE CENTERLINE OF A DRIVE LEADING NORTH TO THE JOE DENHAMS
 RY0464'RESIDENCE, 7.0 METERS (23.0 FEET) NORTH OF THE CENTERLINE OF THE
 RY0464'HIGHWAY, 22.5 METERS (74.0 FEET) WEST OF A CORNER FENCE POST AT THE
 RY0464'WEST EDGE OF THE RESIDENCE, 3.2 METERS (10.5 FEET) WEST OF THE WEST
 RY0464'END OF A WIRE GATE FOR A PASTURE ENTRANCE, 2.0 METERS (6.5 FEET)
 RY0464'SOUTH OF THE FENCE LINE.
 RY0464'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 RY0464'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0324 ***********************************************************************
 RY0324  DESIGNATION -  G 60
 RY0324  PID         -  RY0324
 RY0324  STATE/COUNTY-  ID/IDAHO
 RY0324  USGS QUAD   -  COOLWATER MOUNTAIN (1994)
 RY0324
 RY0324                         *CURRENT SURVEY CONTROL
 RY0324  ___________________________________________________________________
 RY0324* NAD 83(1986)-  46 13 43.     (N)    115 26 28.     (W)     SCALED    
 RY0324* NAVD 88     -       521.743  (meters)    1711.75   (feet)  ADJUSTED  
 RY0324  ___________________________________________________________________
 RY0324  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 RY0324  DYNAMIC HT  -         521.661 (meters)    1711.48  (feet)  COMP
 RY0324  MODELED GRAV-     980,443.5   (mgal)                       NAVD 88
 RY0324
 RY0324  VERT ORDER  -  FIRST     CLASS II
 RY0324
 RY0324.The horizontal coordinates were scaled from a topographic map and have
 RY0324.an estimated accuracy of +/- 6 seconds.
 RY0324
 RY0324.The orthometric height was determined by differential leveling
 RY0324.and adjusted by the National Geodetic Survey in June 1991..
 RY0324
 RY0324.The geoid height was determined by GEOID03.
 RY0324
 RY0324.The dynamic height is computed by dividing the NAVD 88
 RY0324.geopotential number by the normal gravity value computed on the
 RY0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0324.degrees latitude (g = 980.6199 gals.).
 RY0324
 RY0324.The modeled gravity was interpolated from observed gravity values.
 RY0324
 RY0324;                    North         East    Units  Estimated Accuracy
 RY0324;SPC ID W     -   506,900.      823,830.      MT  (+/- 180 meters Scaled)
 RY0324
 RY0324                          SUPERSEDED SURVEY CONTROL
 RY0324
 RY0324  NGVD 29 (??/??/92)  520.612  (m)         1708.04   (f) ADJ UNCH    1 2
 RY0324
 RY0324.Superseded values are not recommended for survey control.
 RY0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0324.See file dsdata.txt to determine how the superseded data were derived.
 RY0324
 RY0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM202206(NAD 83)
 RY0324_MARKER: DB = BENCH MARK DISK
 RY0324_SETTING: 66 = SET IN ROCK OUTCROP
 RY0324_SP_SET: OUTCROP
 RY0324_STAMPING: G 60 1950
 RY0324_MARK LOGO: CGS   
 RY0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0324+STABILITY: POSITION/ELEVATION WELL
 RY0324
 RY0324  HISTORY     - Date     Condition        Report By
 RY0324  HISTORY     - 1950     MONUMENTED       CGS
 RY0324  HISTORY     - 1980     GOOD             NGS
 RY0324
 RY0324                          STATION DESCRIPTION
 RY0324
 RY0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0324'13.1 MI NE FROM LOWELL.
 RY0324'13.1 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF
 RY0324'THE STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, IN THE TOP OF A
 RY0324'LARGE OUTCROP ON THE NORTH BANK OF THE RIVER, 0.2 MILE NORTHEAST OF
 RY0324'BIMMERICK CREEK, ABOUT 125 YARDS EAST OF A TRAMWAY WHICH CROSSES THE
 RY0324'RIVER, ABOUT 88 YARDS WEST OF A 24-INCH CORRUGATED METAL PIPE CULVERT,
 RY0324'172.5 FEET EAST OF THE EAST ONE OF A GROUP OF CEDAR TREES, 37 1/2 FEET
 RY0324'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 7 FEET LOWER THAN THE
 RY0324'HIGHWAY, AND MARKED BY A PAINTED B M.
 RY0324
 RY0324                          STATION RECOVERY (1980)
 RY0324
 RY0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0324'22.1 KILOMETERS (13.75 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0324'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.3
 RY0324'KILOMETER (0.2 MILE) EAST OF BIMERICK CREEK, 0.25 KILOMETER (0.15
 RY0324'MILE) EAST OF HIGHWAY MILEPOST 110, ALSO 18.7 KILOMETERS (11.6 MILES)
 RY0324'SOUTHWEST ALONG U.S. HIGHWAY FROM THE LOCHSA RANGER STATION, SET IN
 RY0324'A DEPRESSION IN TOP OF THE WEST EDGE OF A ROCK OUTCROP ON THE NORTH
 RY0324'BANK OF THE LOCHSA RIVER, NORTH-NORTHWEST ACROSS THE RIVER FROM A
 RY0324'90-METER (300-FOOT) TALL WHITE PINE TREE ON THE SOUTH BANK OF THE
 RY0324'RIVER, 10.7 METERS (35.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 RY0324'HIGHWAY, 52.5 METERS (172.5 FEET) EAST OF THE EAST ONE OF A GROUP
 RY0324'OF CEDAR TREES, 6.4 METERS (21.0 FEET) WEST-SOUTHWEST OF A
 RY0324'60-CENTIMETER (24-INCH) DIAMETER PONDEROSA PINE TREE.
 RY0324'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 RY0324'THE MARK IS 2.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0287 ***********************************************************************
 RY0287  DESIGNATION -  G 61
 RY0287  PID         -  RY0287
 RY0287  STATE/COUNTY-  ID/IDAHO
 RY0287  USGS QUAD   -  LIZ BUTTE (1994)
 RY0287
 RY0287                         *CURRENT SURVEY CONTROL
 RY0287  ___________________________________________________________________
 RY0287* NAD 83(1986)-  46 24 49.     (N)    115 18 38.     (W)     SCALED    
 RY0287* NAVD 88     -      1723.332  (meters)    5653.97   (feet)  ADJUSTED  
 RY0287  ___________________________________________________________________
 RY0287  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 RY0287  DYNAMIC HT  -        1722.809 (meters)    5652.25  (feet)  COMP
 RY0287  MODELED GRAV-     980,249.5   (mgal)                       NAVD 88
 RY0287
 RY0287  VERT ORDER  -  FIRST     CLASS II
 RY0287
 RY0287.The horizontal coordinates were scaled from a topographic map and have
 RY0287.an estimated accuracy of +/- 6 seconds.
 RY0287
 RY0287.The orthometric height was determined by differential leveling
 RY0287.and adjusted by the National Geodetic Survey in June 1991..
 RY0287
 RY0287.The geoid height was determined by GEOID03.
 RY0287
 RY0287.The dynamic height is computed by dividing the NAVD 88
 RY0287.geopotential number by the normal gravity value computed on the
 RY0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0287.degrees latitude (g = 980.6199 gals.).
 RY0287
 RY0287.The modeled gravity was interpolated from observed gravity values.
 RY0287
 RY0287;                    North         East    Units  Estimated Accuracy
 RY0287;SPC ID W     -   527,510.      833,780.      MT  (+/- 180 meters Scaled)
 RY0287
 RY0287                          SUPERSEDED SURVEY CONTROL
 RY0287
 RY0287  NGVD 29 (??/??/92) 1722.055  (m)         5649.78   (f) ADJ UNCH    1 2
 RY0287
 RY0287.Superseded values are not recommended for survey control.
 RY0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0287.See file dsdata.txt to determine how the superseded data were derived.
 RY0287
 RY0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM298413(NAD 83)
 RY0287_MARKER: DB = BENCH MARK DISK
 RY0287_SETTING: 80 = SET IN A BOULDER
 RY0287_STAMPING: G 61 1950
 RY0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0287+STABILITY: SURFACE MOTION
 RY0287
 RY0287  HISTORY     - Date     Condition        Report By
 RY0287  HISTORY     - 1950     MONUMENTED       CGS
 RY0287
 RY0287                          STATION DESCRIPTION
 RY0287
 RY0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0287'4.5 MI E FROM SHERMAN SADDLE.
 RY0287'4.5 MILES EAST ALONG THE LOLO TRAIL ROAD FROM SHERMAN SADDLE, AT THE
 RY0287'NORTH EDGE OF A SMALL CLEARING, ABOUT 52 YARDS WEST OF SHERMAN CREEK,
 RY0287'46 FEET SOUTH OF A 10-INCH FIR TREE MARKED WITH A WHITE PAINTED
 RY0287'TRIANGULAR BLAZE, 42.6 FEET WEST OF A TELEPHONE LINE, 33.8 FEET
 RY0287'SOUTHWEST OF A LONE 5-INCH WHITE PINE TREE, 8 FEET WEST OF THE TRAIL,
 RY0287'ABOUT 3 FEET HIGHER THAN THE TRAIL, IN THE TOP OF A LARGE GRANITE
 RY0287'BOULDER MARKED BY A WHITE PAINTED B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0245 ***********************************************************************
 RY0245  DESIGNATION -  G 62
 RY0245  PID         -  RY0245
 RY0245  STATE/COUNTY-  ID/IDAHO
 RY0245  USGS QUAD   -  ROUNDTOP (1994)
 RY0245
 RY0245                         *CURRENT SURVEY CONTROL
 RY0245  ___________________________________________________________________
 RY0245* NAD 83(1986)-  46 34 53.     (N)    114 36 27.     (W)     SCALED    
 RY0245* NAVD 88     -      1229.791  (meters)    4034.74   (feet)  ADJUSTED  
 RY0245  ___________________________________________________________________
 RY0245  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 RY0245  DYNAMIC HT  -        1229.493 (meters)    4033.76  (feet)  COMP
 RY0245  MODELED GRAV-     980,330.0   (mgal)                       NAVD 88
 RY0245
 RY0245  VERT ORDER  -  FIRST     CLASS II
 RY0245
 RY0245.The horizontal coordinates were scaled from a topographic map and have
 RY0245.an estimated accuracy of +/- 6 seconds.
 RY0245
 RY0245.The orthometric height was determined by differential leveling
 RY0245.and adjusted by the National Geodetic Survey in June 1991..
 RY0245
 RY0245.The geoid height was determined by GEOID03.
 RY0245
 RY0245.The dynamic height is computed by dividing the NAVD 88
 RY0245.geopotential number by the normal gravity value computed on the
 RY0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0245.degrees latitude (g = 980.6199 gals.).
 RY0245
 RY0245.The modeled gravity was interpolated from observed gravity values.
 RY0245
 RY0245;                    North         East    Units  Estimated Accuracy
 RY0245;SPC ID W     -   546,700.      887,560.      MT  (+/- 180 meters Scaled)
 RY0245
 RY0245                          SUPERSEDED SURVEY CONTROL
 RY0245
 RY0245  NGVD 29 (??/??/92) 1228.606  (m)         4030.85   (f) ADJ UNCH    1 2
 RY0245
 RY0245.Superseded values are not recommended for survey control.
 RY0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0245.See file dsdata.txt to determine how the superseded data were derived.
 RY0245
 RY0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM833614(NAD 83)
 RY0245_MARKER: DB = BENCH MARK DISK
 RY0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0245_STAMPING: G 62 1950
 RY0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0245+STABILITY: SURFACE MOTION
 RY0245
 RY0245  HISTORY     - Date     Condition        Report By
 RY0245  HISTORY     - 1950     MONUMENTED       CGS
 RY0245  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0245  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0245
 RY0245                          STATION DESCRIPTION
 RY0245
 RY0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0245'9.3 MI NE FROM POWELL RANGER STATION.
 RY0245'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0245'STATION, THENCE 8.4 MILES NORTHEAST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0245'0.35 MILE NORTH OF THE EAST END OF A BRIDGE OVER CROOKED FORK CREEK,
 RY0245'62 FEET EAST OF THE CENTER OF THE SOUTHEAST END OF AN 18-INCH
 RY0245'CORRUGATED METAL PIPE CULVERT, 53.4 FEET SOUTHEAST OF A 20-INCH
 RY0245'TRIANGULAR BLAZED SPRUCE TREE, 49.8 FEET SOUTHWEST OF THE CENTER OF
 RY0245'THE SOUTHEAST END OF A WOODEN DRAIN BOX, 32.3 FEET SOUTHEAST OF THE
 RY0245'CENTER LINE OF THE HIGHWAY, 4.8 FEET SOUTHEAST OF A WITNESS POST, 8
 RY0245'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RY0245'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RY0245
 RY0245                          STATION RECOVERY (1964)
 RY0245
 RY0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0245'MARK NOT FOUND.
 RY0245
 RY0245                          STATION RECOVERY (1980)
 RY0245
 RY0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0245'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THERE
 RY0245'HAS BEEN HIGHWAY CONSTRUCTION IN THE AREA, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0305 ***********************************************************************
 RY0305  DESIGNATION -  G 63
 RY0305  PID         -  RY0305
 RY0305  STATE/COUNTY-  ID/IDAHO
 RY0305  USGS QUAD   -  HOLLY CREEK (1994)
 RY0305
 RY0305                         *CURRENT SURVEY CONTROL
 RY0305  ___________________________________________________________________
 RY0305* NAD 83(1986)-  46 24 52.     (N)    115 10 33.     (W)     SCALED    
 RY0305* NAVD 88     -       758.671  (meters)    2489.07   (feet)  POSTED    
 RY0305  ___________________________________________________________________
 RY0305  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 RY0305  DYNAMIC HT  -         758.540 (meters)    2488.64  (feet)  COMP
 RY0305  MODELED GRAV-     980,414.0   (mgal)                       NAVD 88
 RY0305
 RY0305  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0305
 RY0305.The horizontal coordinates were scaled from a topographic map and have
 RY0305.an estimated accuracy of +/- 6 seconds.
 RY0305
 RY0305.The orthometric height was determined by differential leveling
 RY0305.and adjusted by the National Geodetic Survey in 1992..
 RY0305.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0305.rate of 1.1 thru 2.0 mm/km.
 RY0305
 RY0305.The geoid height was determined by GEOID03.
 RY0305
 RY0305.The dynamic height is computed by dividing the NAVD 88
 RY0305.geopotential number by the normal gravity value computed on the
 RY0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0305.degrees latitude (g = 980.6199 gals.).
 RY0305
 RY0305.The modeled gravity was interpolated from observed gravity values.
 RY0305
 RY0305;                    North         East    Units  Estimated Accuracy
 RY0305;SPC ID W     -   527,670.      844,140.      MT  (+/- 180 meters Scaled)
 RY0305
 RY0305                          SUPERSEDED SURVEY CONTROL
 RY0305
 RY0305  NGVD 29 (??/??/92)  757.539  (m)         2485.36   (f) ADJ UNCH    1 2
 RY0305
 RY0305.Superseded values are not recommended for survey control.
 RY0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0305.See file dsdata.txt to determine how the superseded data were derived.
 RY0305
 RY0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM401417(NAD 83)
 RY0305_MARKER: DB = BENCH MARK DISK
 RY0305_SETTING: 80 = SET IN A BOULDER
 RY0305_STAMPING: G 63 1950
 RY0305_MARK LOGO: CGS   
 RY0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0305+STABILITY: SURFACE MOTION
 RY0305
 RY0305  HISTORY     - Date     Condition        Report By
 RY0305  HISTORY     - 1950     MONUMENTED       CGS
 RY0305  HISTORY     - 1980     GOOD             NGS
 RY0305
 RY0305                          STATION DESCRIPTION
 RY0305
 RY0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0305'11.6 MI NE FROM LOCHSA RANGER STATION.
 RY0305'11.6 MILES NORTHEAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER
 RY0305'STATION, AT THE APPROXIMATE CENTER AND ON THE OUTSIDE OF A SHARP BEND
 RY0305'IN THE RIVER, 81 FEET EAST OF A SMALL STREAM, 44 FEET NORTH OF A LARGE
 RY0305'BOULDER IN THE MIDDLE OF THE RIVER, IN THE TOP OF A LARGE BOULDER, 7
 RY0305'FEET SOUTHEAST OF THE NORTHWEST BANK OF THE RIVER, ABOUT 4 FEET HIGHER
 RY0305'THAN THE RIVER AT LOW WATER, AND MARKED BY A PAINTED B M.
 RY0305
 RY0305                          STATION RECOVERY (1980)
 RY0305
 RY0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0305'18.1 KILOMETERS (11.25 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0305'THE LOCHSA RANGER STATION, 0.8 KILOMETER (0.5 MILE) SOUTHWEST OF
 RY0305'HIGHWAY MILEPOST 133, SET IN TOP OF A LARGE BOULDER AT THE
 RY0305'APPROXIMATE CENTER OF A SHARP CURVE IN THE LOCHSA RIVER, 24.7 METERS
 RY0305'(81.0 FEET) EAST OF THE CENTERLINE OF A SMALL STREAM, 13.4 METERS
 RY0305'(44.0 FEET) NORTH OF A LARGER BOULDER IN THE RIVER, 2.1 METERS
 RY0305'(7.0 FEET) SOUTHEAST OF THE NORTHWEST BANK OF THE RIVER, 1.2 METERS
 RY0305'(4.0 FEET) ABOVE THE LOW WATER LEVEL.
 RY0305'NOTE-MARK NOT LEVELED TO THIS SURVEY DUE TO INACCESSIBILITY.
 RY0305'THE MARK IS 8.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0608 ***********************************************************************
 NV0608  DESIGNATION -  G 66
 NV0608  PID         -  NV0608
 NV0608  STATE/COUNTY-  ID/OWYHEE
 NV0608  USGS QUAD   -  MURPHY HOT SPRINGS (1979)
 NV0608
 NV0608                         *CURRENT SURVEY CONTROL
 NV0608  ___________________________________________________________________
 NV0608* NAD 83(1994)-  42 02 37.05614(N)    115 19 24.37862(W)     ADJUSTED  
 NV0608* NAVD 88     -      1738.073  (meters)    5702.33   (feet)  ADJUSTED  
 NV0608  ___________________________________________________________________
 NV0608  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 NV0608  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 NV0608  DYNAMIC HT  -        1736.778 (meters)    5698.08  (feet)  COMP
 NV0608  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 NV0608
 NV0608  HORZ ORDER  -  THIRD
 NV0608  VERT ORDER  -  SECOND    CLASS 0
 NV0608
 NV0608.The horizontal coordinates were established by classical geodetic methods
 NV0608.and adjusted by the National Geodetic Survey in June 1998..
 NV0608
 NV0608.The orthometric height was determined by differential leveling
 NV0608.and adjusted by the National Geodetic Survey in June 1991..
 NV0608
 NV0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0608
 NV0608.The geoid height was determined by GEOID03.
 NV0608
 NV0608.The dynamic height is computed by dividing the NAVD 88
 NV0608.geopotential number by the normal gravity value computed on the
 NV0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0608.degrees latitude (g = 980.6199 gals.).
 NV0608
 NV0608.The modeled gravity was interpolated from observed gravity values.
 NV0608
 NV0608;                    North         East     Units Scale Factor Converg.
 NV0608;SPC ID W     -    41,954.375   835,314.474   MT  0.99994867   +0 17 08.4
 NV0608;SPC NV E     - 8,809,576.047   221,515.626   MT  0.99990569   +0 10 26.6
 NV0608;SPC NV E     -28,902,750.75    726,755.85   sFT  0.99990569   +0 10 26.6
 NV0608;UTM  11      - 4,655,979.826   638,756.031   MT  0.99983691   +1 07 22.7
 NV0608
 NV0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0608!SPC ID W     -   0.99972998  x   0.99994867  =   0.99967866
 NV0608!SPC NV E     -   0.99972998  x   0.99990569  =   0.99963570
 NV0608!UTM  11      -   0.99972998  x   0.99983691  =   0.99956693
 NV0608
 NV0608:                Primary Azimuth Mark                     Grid Az
 NV0608:SPC ID W     -  BIG FLAT                                 065 38 17.3
 NV0608:SPC NV E     -  BIG FLAT                                 065 44 59.1
 NV0608:UTM  11      -  BIG FLAT                                 064 48 03.0
 NV0608
 NV0608|---------------------------------------------------------------------|
 NV0608| PID    Reference Object                     Distance      Geod. Az  |
 NV0608|                                                           dddmmss.s |
 NV0608| NV1164 BIG FLAT                            APPROX. 4.2 KM 0655525.7 |
 NV0608| CD4257 G 66 RM 1                             4.938 METERS 11234     |
 NV0608| CD4258 G 66 RM 2                             5.712 METERS 20903     |
 NV0608|---------------------------------------------------------------------|
 NV0608
 NV0608                          SUPERSEDED SURVEY CONTROL
 NV0608
 NV0608  NAD 83(1994)-  42 02 37.05237(N)    115 19 24.37235(W) AD(       ) 3
 NV0608  NAD 83(1992)-  42 02 37.05212(N)    115 19 24.37303(W) AD(       ) 3
 NV0608  NAD 83(1986)-  42 02 37.05230(N)    115 19 24.37265(W) AD(       ) 3
 NV0608  NAD 27      -  42 02 37.39000(N)    115 19 21.13500(W) AD(       ) 3
 NV0608  NGVD 29 (??/??/92) 1736.904  (m)         5698.49   (f) ADJ UNCH    2 0
 NV0608
 NV0608.Superseded values are not recommended for survey control.
 NV0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0608.See file dsdata.txt to determine how the superseded data were derived.
 NV0608
 NV0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG3875655980(NAD 83)
 NV0608_MARKER: DB = BENCH MARK DISK
 NV0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0608_STAMPING: G 66 1934
 NV0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0608+STABILITY: SURFACE MOTION
 NV0608
 NV0608  HISTORY     - Date     Condition        Report By
 NV0608  HISTORY     - 1956     MONUMENTED       CGS
 NV0608  HISTORY     - 1956     GOOD             NGS
 NV0608
 NV0608                          STATION DESCRIPTION
 NV0608
 NV0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NV0608'THE STATION IS LOCATED ON THE WEST SIDE OF AN OLD ROAD, 3.5
 NV0608'MILES NORTHEAST OF MURPHYS HOT SPRINGS, IDAHO, AND ABOUT 6.5
 NV0608'MILES WEST OF THREE CREEK, IDAHO.
 NV0608'
 NV0608'TO REACH THE STATION FROM MURPHYS HOT SPRINGS, GO SOUTHEAST
 NV0608'ALONG A BLADED ROAD UP OUT OF THE CANYON FOR 2.0 MILES TO THE
 NV0608'SUMMIT OF THE HILL AND A CATTLE GUARD.  CROSS CATTLE GUARD AND
 NV0608'TAKE LEFT FORK, NORTHWEST, FOR 0.5 MILE TO AN AIRPORT AND SMALL
 NV0608'WOODEN HANGER.  DRIVE NORTH ON TRACK ROAD ALONG THE EAST SIDE
 NV0608'OF AIRSTRIP FOR 0.65 MILES TO THE NORTHEAST CORNER OF THE
 NV0608'AIRSTRIP.  HERE TURN ONTO OLD BLADED ROAD AND DRIVE NORTH FOR
 NV0608'1.4 MILES TO A REVERSE Y FORK.  CONTINUE STRAIGHT AHEAD ON OLD
 NV0608'BLADED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT, WEST,
 NV0608'SIDE OF ROAD.
 NV0608'
 NV0608'THE STATION, A STANDARD BENCH MARK DISK STAMPED G 66 1934, IS
 NV0608'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER INCASED IN METAL
 NV0608'AND PROJECTS 1 FOOT.  THE MARK IS 29.1 FEET WEST OF THE CENTER
 NV0608'LINE OF THE OLD ROAD AND 9.5 FEET NORTH OF A WHITE WOODEN
 NV0608'WITNESS POST.
 NV0608'
 NV0608'REFERENCE MARK 1, A STANDARD DISK STAMPED B.M. G 66 NO. 1 1956,
 NV0608'IS BRAZED TO THE TOP OF A 2 INCH CAST IRON SOIL PIPE WHICH
 NV0608'PROJECTS 9 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 NV0608'
 NV0608'REFERENCE MARK 2, A STANDARD DISK STAMPED B.M. G 66 NO. 2 1956,
 NV0608'IS BRAZED TO THE TOP OF A 2 INCH CAST IRON SOIL PIPE WHICH
 NV0608'PROJECTS 1 FOOT AND IS AT THE SAME ELEVATION AS THE STATION.
 NV0608'
 NV0608'TRIANGULATION STATION BIG FLAT 1947 MAY BE USED AS AN AZIMUTH.
 NV0608
 NV0608                          STATION RECOVERY (1956)
 NV0608
 NV0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NV0608'3.5 MI NE FROM MURPHYS HOT SPRINGS.
 NV0608'FROM THE STORE AT MURPHYS HOT SPRINGS GO SOUTHEAST UP THE CANYON ON A
 NV0608'BLADED ROAD FOR 2.0 MILES TO A CATTLE GUARD AT THE TOP OF THE HILL AND
 NV0608'A FORK JUST PAST THE CATTLE GUARD.  TURN LEFT, NORTHWEST, AND GO 0.5
 NV0608'MILE TO AIRPORT AND SMALL WOODEN HANGER, THENCE NORTH ALONG TRACK ROAD
 NV0608'ON THE EAST EDGE OF AIRSTRIP TO THE NORTHEAST CORNER OF THE AIRSTRIP A
 NV0608'DISTANCE OF 0.65 MILES, THENCE NORTH ALONG OLD BLADED ROAD FOR 1.4
 NV0608'MILES TO REVERSE Y, THENCE STRAIGHT AHEAD FOR 0.1 MILE TO MARK ON
 NV0608'LEFT.  THE MARK IS 29 FEET NORTH OF THE CENTER LINE OF THE ROAD AND
 NV0608'9.5 FEET NORTH OF WHITE WITNESS POST.  A STANDARD DISK STAMPED G 66
 NV0608'1934 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0164 ***********************************************************************
 NV0164  DESIGNATION -  G 67
 NV0164  PID         -  NV0164
 NV0164  STATE/COUNTY-  ID/TWIN FALLS
 NV0164  USGS QUAD   -  METEOR (1978)
 NV0164
 NV0164                         *CURRENT SURVEY CONTROL
 NV0164  ___________________________________________________________________
 NV0164* NAD 83(1986)-  42 00 46.     (N)    114 39 49.     (W)     SCALED    
 NV0164* NAVD 88     -      1677.999  (meters)    5505.24   (feet)  ADJUSTED  
 NV0164  ___________________________________________________________________
 NV0164  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 NV0164  DYNAMIC HT  -        1676.824 (meters)    5501.38  (feet)  COMP
 NV0164  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 NV0164
 NV0164  VERT ORDER  -  SECOND    CLASS 0
 NV0164
 NV0164.The horizontal coordinates were scaled from a topographic map and have
 NV0164.an estimated accuracy of +/- 6 seconds.
 NV0164
 NV0164.The orthometric height was determined by differential leveling
 NV0164.and adjusted by the National Geodetic Survey in June 1991..
 NV0164
 NV0164.The geoid height was determined by GEOID03.
 NV0164
 NV0164.The dynamic height is computed by dividing the NAVD 88
 NV0164.geopotential number by the normal gravity value computed on the
 NV0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0164.degrees latitude (g = 980.6199 gals.).
 NV0164
 NV0164.The modeled gravity was interpolated from observed gravity values.
 NV0164
 NV0164;                    North         East    Units  Estimated Accuracy
 NV0164;SPC ID C     -    38,650.      445,030.      MT  (+/- 180 meters Scaled)
 NV0164
 NV0164                          SUPERSEDED SURVEY CONTROL
 NV0164
 NV0164  NGVD 29 (??/??/92) 1676.879  (m)         5501.56   (f) ADJ UNCH    2 0
 NV0164
 NV0164.Superseded values are not recommended for survey control.
 NV0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0164.See file dsdata.txt to determine how the superseded data were derived.
 NV0164
 NV0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG934538(NAD 83)
 NV0164_MARKER: DB = BENCH MARK DISK
 NV0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0164_STAMPING: G 67 1934
 NV0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0164+STABILITY: SURFACE MOTION
 NV0164
 NV0164  HISTORY     - Date     Condition        Report By
 NV0164  HISTORY     - 1934     MONUMENTED       CGS
 NV0164
 NV0164                          STATION DESCRIPTION
 NV0164
 NV0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0164'3 MI N FROM IDAVADA.
 NV0164'3.0 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 NV0164'SIGN AT IDAVADA, TWIN FALLS COUNTY, 245 FEET WEST OF CULVERT 47.34,
 NV0164'102 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET NORTH OF A
 NV0164'FENCE LINE.  A STANDARD DISK, STAMPED G 67 1934 AND SET IN THE TOP OF
 NV0164'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0179 ***********************************************************************
 NT0179  DESIGNATION -  G 67
 NT0179  PID         -  NT0179
 NT0179  STATE/COUNTY-  ID/LINCOLN
 NT0179  USGS QUAD   -  THAYNE WEST (1980)
 NT0179
 NT0179                         *CURRENT SURVEY CONTROL
 NT0179  ___________________________________________________________________
 NT0179* NAD 83(1986)-  42 59 12.     (N)    111 00 45.     (W)     SCALED    
 NT0179* NAVD 88     -      1778.863  (meters)    5836.15   (feet)  ADJUSTED  
 NT0179  ___________________________________________________________________
 NT0179  GEOID HEIGHT-         -10.81  (meters)                     GEOID03
 NT0179  DYNAMIC HT  -        1777.636 (meters)    5832.13  (feet)  COMP
 NT0179  MODELED GRAV-     979,867.6   (mgal)                       NAVD 88
 NT0179
 NT0179  VERT ORDER  -  SECOND    CLASS 0
 NT0179
 NT0179.The horizontal coordinates were scaled from a topographic map and have
 NT0179.an estimated accuracy of +/- 6 seconds.
 NT0179
 NT0179.The orthometric height was determined by differential leveling
 NT0179.and adjusted by the National Geodetic Survey in June 1991..
 NT0179
 NT0179.The geoid height was determined by GEOID03.
 NT0179
 NT0179.The dynamic height is computed by dividing the NAVD 88
 NT0179.geopotential number by the normal gravity value computed on the
 NT0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0179.degrees latitude (g = 980.6199 gals.).
 NT0179
 NT0179.The modeled gravity was interpolated from observed gravity values.
 NT0179
 NT0179;                    North         East    Units  Estimated Accuracy
 NT0179;SPC ID C     -   150,950.      743,650.      MT  (+/- 180 meters Scaled)
 NT0179
 NT0179                          SUPERSEDED SURVEY CONTROL
 NT0179
 NT0179  NGVD 29 (??/??/92) 1777.608  (m)         5832.04   (f) ADJ UNCH    2 0
 NT0179
 NT0179.Superseded values are not recommended for survey control.
 NT0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0179.See file dsdata.txt to determine how the superseded data were derived.
 NT0179
 NT0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN989593(NAD 83)
 NT0179_MARKER: DB = BENCH MARK DISK
 NT0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0179_STAMPING: G 67 1934
 NT0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0179+STABILITY: SURFACE MOTION
 NT0179
 NT0179  HISTORY     - Date     Condition        Report By
 NT0179  HISTORY     - 1934     MONUMENTED       CGS
 NT0179  HISTORY     - 1966     MARK NOT FOUND   NGS
 NT0179
 NT0179                          STATION DESCRIPTION
 NT0179
 NT0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0179'1.7 MI NE FROM FREEDOM.
 NT0179'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0179'FREEDOM, LINCOLN COUNTY, 0.3 MILE NORTH OF THE JUNCTION OF A GRAVEL
 NT0179'ROAD LEADING WEST TO FREEDOM, 210 FEET SOUTHWEST OF THE CENTER LINE OF
 NT0179'A WAGON GATE ON THE EAST SIDE OF THE HIGHWAY, 150 FEET SOUTH OF THE
 NT0179'WEST END OF A CULVERT, ON THE NORTH SIDE OF A DIRT RIDGE CROSSING THE
 NT0179'HIGHWAY, AND 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 NT0179'STANDARD DISK, STAMPED G 67 1934 AND SET IN THE TOP OF A CONCRETE
 NT0179'POST.
 NT0179
 NT0179                          STATION RECOVERY (1966)
 NT0179
 NT0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NT0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0038 ***********************************************************************
 NV0038  DESIGNATION -  G 68
 NV0038  PID         -  NV0038
 NV0038  STATE/COUNTY-  ID/TWIN FALLS
 NV0038  USGS QUAD   -  TWIN FALLS (1992)
 NV0038
 NV0038                         *CURRENT SURVEY CONTROL
 NV0038  ___________________________________________________________________
 NV0038* NAD 83(1986)-  42 33 25.     (N)    114 28 17.     (W)     SCALED    
 NV0038* NAVD 88     -      1142.161  (meters)    3747.24   (feet)  ADJUSTED  
 NV0038  ___________________________________________________________________
 NV0038  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 NV0038  DYNAMIC HT  -        1141.552 (meters)    3745.24  (feet)  COMP
 NV0038  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 NV0038
 NV0038  VERT ORDER  -  FIRST     CLASS II
 NV0038
 NV0038.The horizontal coordinates were scaled from a topographic map and have
 NV0038.an estimated accuracy of +/- 6 seconds.
 NV0038
 NV0038.The orthometric height was determined by differential leveling
 NV0038.and adjusted by the National Geodetic Survey in June 1991..
 NV0038
 NV0038.The geoid height was determined by GEOID03.
 NV0038
 NV0038.The dynamic height is computed by dividing the NAVD 88
 NV0038.geopotential number by the normal gravity value computed on the
 NV0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0038.degrees latitude (g = 980.6199 gals.).
 NV0038
 NV0038.The modeled gravity was interpolated from observed gravity values.
 NV0038
 NV0038;                    North         East    Units  Estimated Accuracy
 NV0038;SPC ID C     -    98,990.      461,290.      MT  (+/- 180 meters Scaled)
 NV0038
 NV0038                          SUPERSEDED SURVEY CONTROL
 NV0038
 NV0038.No superseded survey control is available for this station.
 NV0038
 NV0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH075147(NAD 83)
 NV0038_MARKER: DB = BENCH MARK DISK
 NV0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0038_SP_SET: BALUSTRADE
 NV0038_STAMPING: G 68 1934
 NV0038_MARK LOGO: CGS   
 NV0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0038
 NV0038  HISTORY     - Date     Condition        Report By
 NV0038  HISTORY     - 1934     MONUMENTED       CGS
 NV0038  HISTORY     - 1978     GOOD             USGS
 NV0038  HISTORY     - 1983     GOOD             NGS
 NV0038
 NV0038                          STATION DESCRIPTION
 NV0038
 NV0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0038'IN TWIN FALLS.
 NV0038'AT TWIN FALLS, TWIN FALLS COUNTY, AT THE POST OFFICE, 12 FEET
 NV0038'NORTHWEST OF THE NORTH ENTRANCE, 3 FEET SOUTH OF THE WEST LAMPPOST,
 NV0038'AND IN THE TOP OF THE CONCRETE BALUSTRADE.  A STANDARD DISK, STAMPED G
 NV0038'68 1934.
 NV0038
 NV0038                          STATION RECOVERY (1978)
 NV0038
 NV0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0038'TWIN FALLS COUNTY COURTHOUSE. SW 3 1/2 BLOCKS, 0.2 MI ON SHOSHONE ST.
 NV0038'THENCE NW 1 BLOCK 0.1 MI ON MAIN AVE. ON THE SW SIDE OF THE STREET.
 NV0038'AT THE PUBLIC SCHOOL ADMINISTRATION OFFICE (FORMER U.S. POST OFFICE
 NV0038'BUILDING). 12 FT NW OF THE NORTH ENTRANCE. 3 FT SOUTH OF THE WEST
 NV0038'LAMPPOST. SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE BALUSTRADE.
 NV0038'A STANDARD TABLET. STAMPED G 68 1934.
 NV0038
 NV0038                          STATION RECOVERY (1983)
 NV0038
 NV0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0038'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM
 NV0038'(0.7 MI) SOUTHWEST ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF U.S.
 NV0038'HIGHWAY 93 AT TWIN FALLS, THENCE 0.16 KM (0.1 MI) NORTHWEST ALONG MAIN
 NV0038'STREET, IN THE TOP CENTER OF THE NORTHWEST SANDSTONE BALUSTRADE AT THE
 NV0038'MAIN STREET ENTRANCE TO THE PUBLIC SCHOOLS ADMINISTRATION BUILDING,
 NV0038'7.9 METERS (26 FT) SOUTHWEST OF THE SOUTHWEST CURB OF MAIN STREET AND
 NV0038'22.8 METERS (75 FT) NORTHWEST OF THE NORTHWEST CURB OF SECOND STREET
 NV0038'WEST.
 NV0038'THE MARK IS 0.8 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0284 ***********************************************************************
 NV0284  DESIGNATION -  G 69
 NV0284  PID         -  NV0284
 NV0284  STATE/COUNTY-  ID/GOODING
 NV0284  USGS QUAD   -  WENDELL (1992)
 NV0284
 NV0284                         *CURRENT SURVEY CONTROL
 NV0284  ___________________________________________________________________
 NV0284* NAD 83(1986)-  42 45 58.     (N)    114 41 42.     (W)     SCALED    
 NV0284* NAVD 88     -      1043.642  (meters)    3424.02   (feet)  ADJUSTED  
 NV0284  ___________________________________________________________________
 NV0284  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 NV0284  DYNAMIC HT  -        1043.130 (meters)    3422.34  (feet)  COMP
 NV0284  MODELED GRAV-     980,095.0   (mgal)                       NAVD 88
 NV0284
 NV0284  VERT ORDER  -  SECOND    CLASS 0
 NV0284
 NV0284.The horizontal coordinates were scaled from a topographic map and have
 NV0284.an estimated accuracy of +/- 6 seconds.
 NV0284
 NV0284.The orthometric height was determined by differential leveling
 NV0284.and adjusted by the National Geodetic Survey in June 1991..
 NV0284
 NV0284.The geoid height was determined by GEOID03.
 NV0284
 NV0284.The dynamic height is computed by dividing the NAVD 88
 NV0284.geopotential number by the normal gravity value computed on the
 NV0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0284.degrees latitude (g = 980.6199 gals.).
 NV0284
 NV0284.The modeled gravity was interpolated from observed gravity values.
 NV0284
 NV0284;                    North         East    Units  Estimated Accuracy
 NV0284;SPC ID C     -   122,350.      443,120.      MT  (+/- 180 meters Scaled)
 NV0284
 NV0284                          SUPERSEDED SURVEY CONTROL
 NV0284
 NV0284  NGVD 29 (??/??/92) 1042.793  (m)         3421.23   (f) ADJ UNCH    2 0
 NV0284
 NV0284.Superseded values are not recommended for survey control.
 NV0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0284.See file dsdata.txt to determine how the superseded data were derived.
 NV0284
 NV0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH885374(NAD 83)
 NV0284_MARKER: DB = BENCH MARK DISK
 NV0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0284_STAMPING: G 69 1934
 NV0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0284+STABILITY: SURFACE MOTION
 NV0284
 NV0284  HISTORY     - Date     Condition        Report By
 NV0284  HISTORY     - 1934     MONUMENTED       CGS
 NV0284  HISTORY     - 1959     GOOD             NGS
 NV0284
 NV0284                          STATION DESCRIPTION
 NV0284
 NV0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NV0284'8.2 MI NW FROM JEROME.
 NV0284'IN GOODING COUNTY, 8.2 MILES NORTHWEST ALONG THE OREGON SHORT LINE
 NV0284'RAILROAD FROM THE STATION AT JEROME, JEROME COUNTY, 725 FEET WEST OF
 NV0284'MILEPOST 56, AT A ROAD CROSSING, 105 FEET WEST OF THE NORTH-AND-SOUTH
 NV0284'SECTION-LINE ROAD, 36 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 NV0284'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0590 ***********************************************************************
 NV0590  DESIGNATION -  G 70
 NV0590  PID         -  NV0590
 NV0590  STATE/COUNTY-  ID/OWYHEE
 NV0590  USGS QUAD   -  MOSQUITO LAKE BUTTE (1979)
 NV0590
 NV0590                         *CURRENT SURVEY CONTROL
 NV0590  ___________________________________________________________________
 NV0590* NAD 83(1986)-  42 12 29.     (N)    115 16 39.     (W)     SCALED    
 NV0590* NAVD 88     -      1612.993  (meters)    5291.96   (feet)  ADJUSTED  
 NV0590  ___________________________________________________________________
 NV0590  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 NV0590  DYNAMIC HT  -        1611.882 (meters)    5288.32  (feet)  COMP
 NV0590  MODELED GRAV-     979,875.8   (mgal)                       NAVD 88
 NV0590
 NV0590  VERT ORDER  -  SECOND    CLASS 0
 NV0590
 NV0590.The horizontal coordinates were scaled from a topographic map and have
 NV0590.an estimated accuracy of +/- 6 seconds.
 NV0590
 NV0590.The orthometric height was determined by differential leveling
 NV0590.and adjusted by the National Geodetic Survey in June 1991..
 NV0590
 NV0590.The geoid height was determined by GEOID03.
 NV0590
 NV0590.The dynamic height is computed by dividing the NAVD 88
 NV0590.geopotential number by the normal gravity value computed on the
 NV0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0590.degrees latitude (g = 980.6199 gals.).
 NV0590
 NV0590.The modeled gravity was interpolated from observed gravity values.
 NV0590
 NV0590;                    North         East    Units  Estimated Accuracy
 NV0590;SPC ID W     -    60,240.      839,020.      MT  (+/- 180 meters Scaled)
 NV0590
 NV0590                          SUPERSEDED SURVEY CONTROL
 NV0590
 NV0590  NGVD 29 (??/??/92) 1611.879  (m)         5288.31   (f) ADJ UNCH    2 0
 NV0590
 NV0590.Superseded values are not recommended for survey control.
 NV0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0590.See file dsdata.txt to determine how the superseded data were derived.
 NV0590
 NV0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG421743(NAD 83)
 NV0590_MARKER: DB = BENCH MARK DISK
 NV0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0590_STAMPING: G 70 1934
 NV0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0590+STABILITY: SURFACE MOTION
 NV0590
 NV0590  HISTORY     - Date     Condition        Report By
 NV0590  HISTORY     - 1934     MONUMENTED       CGS
 NV0590  HISTORY     - 1974     GOOD             USGS
 NV0590
 NV0590                          STATION DESCRIPTION
 NV0590
 NV0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0590'11.6 MI NW FROM THREE CREEK.
 NV0590'11.6 MILES NORTHWEST ALONG THE ROAD TO HOT SPRINGS FROM THE
 NV0590'SCHOOLHOUSE AT THREE CREEK, 92 FEET WEST OF THE WEST END OF A SHORT
 NV0590'S-CURVE, 45 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 2 FEET
 NV0590'HIGHER THAN THE ROAD.  SET IN THE TOP OF A CONCRETE POST.
 NV0590
 NV0590                          STATION RECOVERY (1974)
 NV0590
 NV0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0590'THREE CREEK, (CREEK AT HIGHWAY CROSSING) WEST ON HIGHWAY 3.55 MILES,
 NV0590'THENCE NORTH ON DIRT ROAD 4.3 MILES TO ROAD INT, THENCE NORTH ON DIRT
 NV0590'2.7 MILES TO ROAD Y, TAKE LEFT FORK NW FOR 0.5 MILES TO ROAD Y, TAKE
 NV0590'RIGHT FORK NW FOR 2.9 MILES TO BM G 70. BM G 70 IS 35 FEET EAST OF A
 NV0590'TRAIL AND 58 FEET EAST OF THE ROAD. A STANDARD DISK SET IN A CONCRETE
 NV0590'POST STAMPED G 70 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0324 ***********************************************************************
 OH0324  DESIGNATION -  G 72
 OH0324  PID         -  OH0324
 OH0324  STATE/COUNTY-  ID/OWYHEE
 OH0324  USGS QUAD   -  OREANA (1992)
 OH0324
 OH0324                         *CURRENT SURVEY CONTROL
 OH0324  ___________________________________________________________________
 OH0324* NAD 83(1986)-  43 06 32.     (N)    116 28 12.     (W)     SCALED    
 OH0324* NAVD 88     -       996.620  (meters)    3269.74   (feet)  ADJUSTED  
 OH0324  ___________________________________________________________________
 OH0324  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 OH0324  DYNAMIC HT  -         996.166 (meters)    3268.25  (feet)  COMP
 OH0324  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 OH0324
 OH0324  VERT ORDER  -  SECOND    CLASS 0
 OH0324
 OH0324.The horizontal coordinates were scaled from a topographic map and have
 OH0324.an estimated accuracy of +/- 6 seconds.
 OH0324
 OH0324.The orthometric height was determined by differential leveling
 OH0324.and adjusted by the National Geodetic Survey in June 1991..
 OH0324
 OH0324.The geoid height was determined by GEOID03.
 OH0324
 OH0324.The dynamic height is computed by dividing the NAVD 88
 OH0324.geopotential number by the normal gravity value computed on the
 OH0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0324.degrees latitude (g = 980.6199 gals.).
 OH0324
 OH0324.The modeled gravity was interpolated from observed gravity values.
 OH0324
 OH0324;                    North         East    Units  Estimated Accuracy
 OH0324;SPC ID W     -   160,440.      741,400.      MT  (+/- 180 meters Scaled)
 OH0324
 OH0324                          SUPERSEDED SURVEY CONTROL
 OH0324
 OH0324  NGVD 29 (??/??/92)  995.645  (m)         3266.55   (f) ADJ UNCH    2 0
 OH0324
 OH0324.Superseded values are not recommended for survey control.
 OH0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0324.See file dsdata.txt to determine how the superseded data were derived.
 OH0324
 OH0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH431730(NAD 83)
 OH0324_MARKER: DB = BENCH MARK DISK
 OH0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0324_STAMPING: G 72 1934
 OH0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0324+STABILITY: SURFACE MOTION
 OH0324
 OH0324  HISTORY     - Date     Condition        Report By
 OH0324  HISTORY     - 1934     MONUMENTED       CGS
 OH0324  HISTORY     - 1964     MARK NOT FOUND   USGS
 OH0324  HISTORY     - 19990524 MARK NOT FOUND   IDTD
 OH0324
 OH0324                          STATION DESCRIPTION
 OH0324
 OH0324'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 OH0324'10.3 MI SE FROM MURPHY.
 OH0324'10.3 MILES SOUTHEAST ALONG THE ROAD TO GRANDVIEW FROM THE UNION
 OH0324'PACIFIC RAILWAY STATION AT MURPHY, OWYHEE COUNTY, 60 FEET NORTH OF THE
 OH0324'JUNCTION WITH A SIDE ROAD LEADING SOUTHWEST, 42 FEET NORTHEAST OF THE
 OH0324'CENTERLINE OF THE ROAD, AND 21 FEET SOUTHEAST OF A POLE ON THE TOP OF
 OH0324'A LARGE RIDGE OF HILLS.  A STANDARD DISK, STAMPED G 72 1934 AND SET IN
 OH0324'THE TOP OF A CONCRETE POST.  NOTE-- THERE IS A NEW HIGHWAY CUT WHERE
 OH0324'THIS IS SHOWN TO BE.
 OH0324
 OH0324                          STATION RECOVERY (1999)
 OH0324
 OH0324'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 OH0324'AFTER A PROLONGED SEARCH THIS MARK WAS NOT FOUND.  IT WAS ALSO NOT
 OH0324'FOUND IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0496 ***********************************************************************
 NV0496  DESIGNATION -  G 73
 NV0496  PID         -  NV0496
 NV0496  STATE/COUNTY-  ID/ELMORE
 NV0496  USGS QUAD   -  GLENNS FERRY (1992)
 NV0496
 NV0496                         *CURRENT SURVEY CONTROL
 NV0496  ___________________________________________________________________
 NV0496* NAD 83(1986)-  42 58 10.     (N)    115 16 19.     (W)     SCALED    
 NV0496* NAVD 88     -       771.987  (meters)    2532.76   (feet)  ADJUSTED  
 NV0496  ___________________________________________________________________
 NV0496  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 NV0496  DYNAMIC HT  -         771.665 (meters)    2531.70  (feet)  COMP
 NV0496  MODELED GRAV-     980,178.0   (mgal)                       NAVD 88
 NV0496
 NV0496  VERT ORDER  -  FIRST     CLASS II
 NV0496
 NV0496.The horizontal coordinates were scaled from a topographic map and have
 NV0496.an estimated accuracy of +/- 6 seconds.
 NV0496
 NV0496.The orthometric height was determined by differential leveling
 NV0496.and adjusted by the National Geodetic Survey in June 1991..
 NV0496
 NV0496.The geoid height was determined by GEOID03.
 NV0496
 NV0496.The dynamic height is computed by dividing the NAVD 88
 NV0496.geopotential number by the normal gravity value computed on the
 NV0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0496.degrees latitude (g = 980.6199 gals.).
 NV0496
 NV0496.The modeled gravity was interpolated from observed gravity values.
 NV0496
 NV0496;                    North         East    Units  Estimated Accuracy
 NV0496;SPC ID W     -   144,810.      839,000.      MT  (+/- 180 meters Scaled)
 NV0496
 NV0496                          SUPERSEDED SURVEY CONTROL
 NV0496
 NV0496  NGVD 29 (??/??/92)  771.203  (m)         2530.19   (f) ADJ UNCH    1 2
 NV0496
 NV0496.Superseded values are not recommended for survey control.
 NV0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0496.See file dsdata.txt to determine how the superseded data were derived.
 NV0496
 NV0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH409588(NAD 83)
 NV0496_MARKER: DB = BENCH MARK DISK
 NV0496_SETTING: 80 = SET IN A BOULDER
 NV0496_SP_SET: BOULDER
 NV0496_STAMPING: G 73 1934
 NV0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0496+STABILITY: SURFACE MOTION
 NV0496
 NV0496  HISTORY     - Date     Condition        Report By
 NV0496  HISTORY     - 1934     MONUMENTED       CGS
 NV0496  HISTORY     - 1946     GOOD             NGS
 NV0496  HISTORY     - 1983     GOOD             NGS
 NV0496
 NV0496                          STATION DESCRIPTION
 NV0496
 NV0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NV0496'1.9 MI NE FROM GLENNS FERRY.
 NV0496'1.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0496'AT GLENNS FERRY, ELMORE COUNTY, 71 FEET NORTHWEST OF SEMAPHORE 3722,
 NV0496'54 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, IN THE TOP OF A
 NV0496'BOULDER, AND ABOUT 6 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 NV0496'STAMPED G 73 1934.
 NV0496
 NV0496                          STATION RECOVERY (1983)
 NV0496
 NV0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0511 ***********************************************************************
 OH0511  DESIGNATION -  G 74
 OH0511  PID         -  OH0511
 OH0511  STATE/COUNTY-  ID/CANYON
 OH0511  USGS QUAD   -  NAMPA (1971)
 OH0511
 OH0511                         *CURRENT SURVEY CONTROL
 OH0511  ___________________________________________________________________
 OH0511* NAD 83(1986)-  43 34 10.     (N)    116 32 51.     (W)     SCALED    
 OH0511* NAVD 88     -       759.613  (meters)    2492.16   (feet)  ADJUSTED  
 OH0511  ___________________________________________________________________
 OH0511  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 OH0511  DYNAMIC HT  -         759.348 (meters)    2491.29  (feet)  COMP
 OH0511  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 OH0511
 OH0511  VERT ORDER  -  FIRST     CLASS II
 OH0511
 OH0511.The horizontal coordinates were scaled from a topographic map and have
 OH0511.an estimated accuracy of +/- 6 seconds.
 OH0511
 OH0511.The orthometric height was determined by differential leveling
 OH0511.and adjusted by the National Geodetic Survey in June 1991..
 OH0511
 OH0511.The geoid height was determined by GEOID03.
 OH0511
 OH0511.The dynamic height is computed by dividing the NAVD 88
 OH0511.geopotential number by the normal gravity value computed on the
 OH0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0511.degrees latitude (g = 980.6199 gals.).
 OH0511
 OH0511.The modeled gravity was interpolated from observed gravity values.
 OH0511
 OH0511;                    North         East    Units  Estimated Accuracy
 OH0511;SPC ID W     -   211,670.      735,580.      MT  (+/- 180 meters Scaled)
 OH0511
 OH0511                          SUPERSEDED SURVEY CONTROL
 OH0511
 OH0511  NGVD 29 (??/??/92)  758.681  (m)         2489.11   (f) ADJ UNCH    1 2
 OH0511
 OH0511.Superseded values are not recommended for survey control.
 OH0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0511.See file dsdata.txt to determine how the superseded data were derived.
 OH0511
 OH0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ365241(NAD 83)
 OH0511_MARKER: DB = BENCH MARK DISK
 OH0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0511_STAMPING: G 74 1934
 OH0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0511+STABILITY: SURFACE MOTION
 OH0511
 OH0511  HISTORY     - Date     Condition        Report By
 OH0511  HISTORY     - 1934     MONUMENTED       CGS
 OH0511  HISTORY     - 1941     GOOD             NGS
 OH0511  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0511  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0511
 OH0511                          STATION DESCRIPTION
 OH0511
 OH0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OH0511'IN NAMPA.
 OH0511'AT NAMPA, CANYON COUNTY, 1 MILE SOUTHEAST OF THE UNION PACIFIC
 OH0511'RAILROAD STATION, 200 YARDS SOUTH OF THE ROUND HOUSE, 245 FEET NORTH
 OH0511'OF MILEPOST 1 ON THE MURPHY BRANCH OF THE UNION PACIFIC RAILROAD, AT
 OH0511'THE CROSSING OF SECOND STREET SOUTH, 2 FEET NORTH OF A FENCE, 81 FEET
 OH0511'EAST OF THE CENTERLINE OF THE TRACK, AND 4-1/2 FEET LOWER THAN THE
 OH0511'TRACK.  A STANDARD DISK, STAMPED G 74 1934 AND SET IN THE TOP OF A
 OH0511'CONCRETE POST.
 OH0511
 OH0511                          STATION RECOVERY (1979)
 OH0511
 OH0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0511'MARK NOT FOUND.
 OH0511
 OH0511                          STATION RECOVERY (1983)
 OH0511
 OH0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0511'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0618 ***********************************************************************
 OY0618  DESIGNATION -  G 75
 OY0618  PID         -  OY0618
 OY0618  STATE/COUNTY-  ID/BLAINE
 OY0618  USGS QUAD   -  MULE BUTTE (1972)
 OY0618
 OY0618                         *CURRENT SURVEY CONTROL
 OY0618  ___________________________________________________________________
 OY0618* NAD 83(1986)-  43 00 39.     (N)    113 18 37.     (W)     SCALED    
 OY0618* NAVD 88     -      1459.827  (meters)    4789.45   (feet)  ADJUSTED  
 OY0618  ___________________________________________________________________
 OY0618  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 OY0618  DYNAMIC HT  -        1459.003 (meters)    4786.75  (feet)  COMP
 OY0618  MODELED GRAV-     980,004.2   (mgal)                       NAVD 88
 OY0618
 OY0618  VERT ORDER  -  SECOND    CLASS 0
 OY0618
 OY0618.The horizontal coordinates were scaled from a topographic map and have
 OY0618.an estimated accuracy of +/- 6 seconds.
 OY0618
 OY0618.The orthometric height was determined by differential leveling
 OY0618.and adjusted by the National Geodetic Survey in June 1991..
 OY0618
 OY0618.The geoid height was determined by GEOID03.
 OY0618
 OY0618.The dynamic height is computed by dividing the NAVD 88
 OY0618.geopotential number by the normal gravity value computed on the
 OY0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0618.degrees latitude (g = 980.6199 gals.).
 OY0618
 OY0618.The modeled gravity was interpolated from observed gravity values.
 OY0618
 OY0618;                    North         East    Units  Estimated Accuracy
 OY0618;SPC ID C     -   149,530.      556,230.      MT  (+/- 180 meters Scaled)
 OY0618
 OY0618                          SUPERSEDED SURVEY CONTROL
 OY0618
 OY0618  NGVD 29 (??/??/92) 1458.800  (m)         4786.08   (f) ADJ UNCH    2 0
 OY0618
 OY0618.Superseded values are not recommended for survey control.
 OY0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0618.See file dsdata.txt to determine how the superseded data were derived.
 OY0618
 OY0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN117646(NAD 83)
 OY0618_MARKER: DB = BENCH MARK DISK
 OY0618_SETTING: 66 = SET IN ROCK OUTCROP
 OY0618_SP_SET: BEDROCK
 OY0618_STAMPING: G 75 1958
 OY0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0618+STABILITY: POSITION/ELEVATION WELL
 OY0618
 OY0618  HISTORY     - Date     Condition        Report By
 OY0618  HISTORY     - 1958     MONUMENTED       CGS
 OY0618
 OY0618                          STATION DESCRIPTION
 OY0618
 OY0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0618'22.3 MI NE FROM MINIDOKA.
 OY0618'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0618'MINIDOKA, THENCE 5.2 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 OY0618'THENCE 16.9 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD, ON THE
 OY0618'SOUTHWEST SLOPE OF A LOW KNOLL, IN THE TOP OF LAVA BEDROCK, 33 FEET
 OY0618'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 53 FEET SOUTH-SOUTHWEST OF A
 OY0618'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND ABOUT 1 1/2 FEET
 OY0618'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0143 ***********************************************************************
 NV0143  DESIGNATION -  G 76
 NV0143  PID         -  NV0143
 NV0143  STATE/COUNTY-  ID/CASSIA
 NV0143  USGS QUAD   -  MILNER BUTTE (1992)
 NV0143
 NV0143                         *CURRENT SURVEY CONTROL
 NV0143  ___________________________________________________________________
 NV0143* NAD 83(1986)-  42 25 38.     (N)    114 01 47.     (W)     SCALED    
 NV0143* NAVD 88     -      1314.662  (meters)    4313.19   (feet)  ADJUSTED  
 NV0143  ___________________________________________________________________
 NV0143  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 NV0143  DYNAMIC HT  -        1313.890 (meters)    4310.65  (feet)  COMP
 NV0143  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 NV0143
 NV0143  VERT ORDER  -  SECOND    CLASS 0
 NV0143
 NV0143.The horizontal coordinates were scaled from a topographic map and have
 NV0143.an estimated accuracy of +/- 6 seconds.
 NV0143
 NV0143.The orthometric height was determined by differential leveling
 NV0143.and adjusted by the National Geodetic Survey in June 1991..
 NV0143
 NV0143.The geoid height was determined by GEOID03.
 NV0143
 NV0143.The dynamic height is computed by dividing the NAVD 88
 NV0143.geopotential number by the normal gravity value computed on the
 NV0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0143.degrees latitude (g = 980.6199 gals.).
 NV0143
 NV0143.The modeled gravity was interpolated from observed gravity values.
 NV0143
 NV0143;                    North         East    Units  Estimated Accuracy
 NV0143;SPC ID C     -    84,470.      497,550.      MT  (+/- 180 meters Scaled)
 NV0143
 NV0143                          SUPERSEDED SURVEY CONTROL
 NV0143
 NV0143  NGVD 29 (??/??/92) 1313.670  (m)         4309.93   (f) ADJ UNCH    2 0
 NV0143
 NV0143.Superseded values are not recommended for survey control.
 NV0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0143.See file dsdata.txt to determine how the superseded data were derived.
 NV0143
 NV0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH443014(NAD 83)
 NV0143_MARKER: DB = BENCH MARK DISK
 NV0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0143_STAMPING: G 76 1958
 NV0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0143+STABILITY: SURFACE MOTION
 NV0143
 NV0143  HISTORY     - Date     Condition        Report By
 NV0143  HISTORY     - 1958     MONUMENTED       CGS
 NV0143
 NV0143                          STATION DESCRIPTION
 NV0143
 NV0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0143'7.1 MI S FROM MILNER.
 NV0143'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE MILNER BEAN
 NV0143'GROWERS WAREHOUSE AT MILNER, THENCE 2.6 MILES SOUTH ALONG AN ASPHALT
 NV0143'ROAD, THENCE 0.5 MILE SOUTHWEST ALONG U. S. HIGHWAY 30, THENCE 3.6
 NV0143'MILES SOUTH ALONG A DIRT ROAD, 0.3 MILE SOUTH OF THE CROSSING OF A
 NV0143'POWER LINE AND A DIRT ROAD EAST, 35 FEET WEST OF THE CENTER LINE OF
 NV0143'THE ROAD, 2 FEET EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 NV0143'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 NV0143'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0125 ***********************************************************************
 NV0125  DESIGNATION -  G 77
 NV0125  PID         -  NV0125
 NV0125  STATE/COUNTY-  ID/TWIN FALLS
 NV0125  USGS QUAD   -  STRICKER BUTTE (1979)
 NV0125
 NV0125                         *CURRENT SURVEY CONTROL
 NV0125  ___________________________________________________________________
 NV0125* NAD 83(1986)-  42 25 33.     (N)    114 19 27.     (W)     SCALED    
 NV0125* NAVD 88     -      1271.063  (meters)    4170.15   (feet)  ADJUSTED  
 NV0125  ___________________________________________________________________
 NV0125  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 NV0125  DYNAMIC HT  -        1270.317 (meters)    4167.70  (feet)  COMP
 NV0125  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 NV0125
 NV0125  VERT ORDER  -  SECOND    CLASS 0
 NV0125
 NV0125.The horizontal coordinates were scaled from a topographic map and have
 NV0125.an estimated accuracy of +/- 6 seconds.
 NV0125
 NV0125.The orthometric height was determined by differential leveling
 NV0125.and adjusted by the National Geodetic Survey in June 1991..
 NV0125
 NV0125.The geoid height was determined by GEOID03.
 NV0125
 NV0125.The dynamic height is computed by dividing the NAVD 88
 NV0125.geopotential number by the normal gravity value computed on the
 NV0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0125.degrees latitude (g = 980.6199 gals.).
 NV0125
 NV0125.The modeled gravity was interpolated from observed gravity values.
 NV0125
 NV0125;                    North         East    Units  Estimated Accuracy
 NV0125;SPC ID C     -    84,370.      473,320.      MT  (+/- 180 meters Scaled)
 NV0125
 NV0125                          SUPERSEDED SURVEY CONTROL
 NV0125
 NV0125  NGVD 29 (??/??/92) 1270.094  (m)         4166.97   (f) ADJ UNCH    2 0
 NV0125
 NV0125.Superseded values are not recommended for survey control.
 NV0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0125.See file dsdata.txt to determine how the superseded data were derived.
 NV0125
 NV0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH201005(NAD 83)
 NV0125_MARKER: DB = BENCH MARK DISK
 NV0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0125_STAMPING: G 77 1958
 NV0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0125+STABILITY: SURFACE MOTION
 NV0125
 NV0125  HISTORY     - Date     Condition        Report By
 NV0125  HISTORY     - 1958     MONUMENTED       CGS
 NV0125
 NV0125                          STATION DESCRIPTION
 NV0125
 NV0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0125'8.6 MI S FROM HANSEN.
 NV0125'7.55 MILES SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCTION OF U.S.
 NV0125'HIGHWAY 30 AT HANSEN, THENCE 1.05 MILES WEST ALONG A GRAVEL ROAD, 21
 NV0125'FEET SOUTH OF THE CENTER OF THE INTERSECTION OF A DIRT ROAD, 19 FEET
 NV0125'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 15 FEET EAST OF THE
 NV0125'CENTER LINE OF THE DIRT ROAD, 1 1/2 FEET NORTHWEST OF A FENCE CORNER
 NV0125'POST, 1 FOOT NORTH OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 NV0125'SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 NV0125'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0426 ***********************************************************************
 OY0426  DESIGNATION -  G 78
 OY0426  PID         -  OY0426
 OY0426  STATE/COUNTY-  ID/BINGHAM
 OY0426  USGS QUAD   -  ROCKFORD (1979)
 OY0426
 OY0426                         *CURRENT SURVEY CONTROL
 OY0426  ___________________________________________________________________
 OY0426* NAD 83(1986)-  43 09 58.     (N)    112 33 30.     (W)     SCALED    
 OY0426* NAVD 88     -      1361.062  (meters)    4465.42   (feet)  ADJUSTED  
 OY0426  ___________________________________________________________________
 OY0426  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 OY0426  DYNAMIC HT  -        1360.340 (meters)    4463.05  (feet)  COMP
 OY0426  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 OY0426
 OY0426  VERT ORDER  -  SECOND    CLASS 0
 OY0426
 OY0426.The horizontal coordinates were scaled from a topographic map and have
 OY0426.an estimated accuracy of +/- 6 seconds.
 OY0426
 OY0426.The orthometric height was determined by differential leveling
 OY0426.and adjusted by the National Geodetic Survey in June 1991..
 OY0426
 OY0426.The geoid height was determined by GEOID03.
 OY0426
 OY0426.The dynamic height is computed by dividing the NAVD 88
 OY0426.geopotential number by the normal gravity value computed on the
 OY0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0426.degrees latitude (g = 980.6199 gals.).
 OY0426
 OY0426.The modeled gravity was interpolated from observed gravity values.
 OY0426
 OY0426;                    North         East    Units  Estimated Accuracy
 OY0426;SPC ID E     -   166,630.      168,150.      MT  (+/- 180 meters Scaled)
 OY0426
 OY0426                          SUPERSEDED SURVEY CONTROL
 OY0426
 OY0426  NGVD 29 (??/??/92) 1360.044  (m)         4462.08   (f) ADJ UNCH    2 0
 OY0426
 OY0426.Superseded values are not recommended for survey control.
 OY0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0426.See file dsdata.txt to determine how the superseded data were derived.
 OY0426
 OY0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN733804(NAD 83)
 OY0426_MARKER: DB = BENCH MARK DISK
 OY0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0426_SP_SET: SIPHON
 OY0426_STAMPING: G 78 1958
 OY0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0426
 OY0426  HISTORY     - Date     Condition        Report By
 OY0426  HISTORY     - 1958     MONUMENTED       CGS
 OY0426
 OY0426                          STATION DESCRIPTION
 OY0426
 OY0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0426'2.0 MI SW FROM ROCKFORD.
 OY0426'2.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM PETERSONS
 OY0426'IGA FOOD LAND STORE AT ROCKFORD, 27 FEET WEST OF THE CENTER OF THE
 OY0426'CROSSING OF A TRACK ROAD, AT A DEEP CONCRETE BOX SIPHON UNDER THE
 OY0426'TRACK, IN THE TOP OF THE CENTER OF THE NORTHWEST CONCRETE HEAD WALL,
 OY0426'10.8 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 2 FEET HIGHER THAN THE
 OY0426'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0690 ***********************************************************************
 NU0690  DESIGNATION -  G 79
 NU0690  PID         -  NU0690
 NU0690  STATE/COUNTY-  ID/BINGHAM
 NU0690  USGS QUAD   -  AMERICAN FALLS NW (1971)
 NU0690
 NU0690                         *CURRENT SURVEY CONTROL
 NU0690  ___________________________________________________________________
 NU0690* NAD 83(1986)-  42 55 19.     (N)    112 52 58.     (W)     SCALED    
 NU0690* NAVD 88     -      1359.743  (meters)    4461.09   (feet)  ADJUSTED  
 NU0690  ___________________________________________________________________
 NU0690  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 NU0690  DYNAMIC HT  -        1358.976 (meters)    4458.57  (feet)  COMP
 NU0690  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 NU0690
 NU0690  VERT ORDER  -  SECOND    CLASS 0
 NU0690
 NU0690.The horizontal coordinates were scaled from a topographic map and have
 NU0690.an estimated accuracy of +/- 6 seconds.
 NU0690
 NU0690.The orthometric height was determined by differential leveling
 NU0690.and adjusted by the National Geodetic Survey in June 1991..
 NU0690
 NU0690.The geoid height was determined by GEOID03.
 NU0690
 NU0690.The dynamic height is computed by dividing the NAVD 88
 NU0690.geopotential number by the normal gravity value computed on the
 NU0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0690.degrees latitude (g = 980.6199 gals.).
 NU0690
 NU0690.The modeled gravity was interpolated from observed gravity values.
 NU0690
 NU0690;                    North         East    Units  Estimated Accuracy
 NU0690;SPC ID E     -   139,680.      141,540.      MT  (+/- 180 meters Scaled)
 NU0690
 NU0690                          SUPERSEDED SURVEY CONTROL
 NU0690
 NU0690  NGVD 29 (??/??/92) 1358.711  (m)         4457.70   (f) ADJ UNCH    2 0
 NU0690
 NU0690.Superseded values are not recommended for survey control.
 NU0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0690.See file dsdata.txt to determine how the superseded data were derived.
 NU0690
 NU0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN463538(NAD 83)
 NU0690_MARKER: DB = BENCH MARK DISK
 NU0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0690_STAMPING: G 79 1958
 NU0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0690+STABILITY: SURFACE MOTION
 NU0690
 NU0690  HISTORY     - Date     Condition        Report By
 NU0690  HISTORY     - 1958     MONUMENTED       CGS
 NU0690
 NU0690                          STATION DESCRIPTION
 NU0690
 NU0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0690'3.6 MI SW FROM ABERDEEN.
 NU0690'1.9 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 NU0690'ABERDEEN, THENCE 1.7 MILES WEST ALONG AIRPORT ROAD, AT ABERDEEN
 NU0690'MUNICIPAL AIRPORT, 158 FEET SOUTH OF THE CENTER LINE OF AIRPORT ROAD,
 NU0690'118.0 FEET WEST OF THE SOUTHWEST CORNER OF A HANGAR, 52 FEET WEST OF
 NU0690'THE CENTER LINE OF THE ENTRANCE ROAD, 4.0 FEET NORTHWEST OF THE
 NU0690'NORTHWEST CORNER OF A SMALL PUMP HOUSE, AND SET IN THE TOP OF A
 NU0690'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0149 ***********************************************************************
 PZ0149  DESIGNATION -  G 8
 PZ0149  PID         -  PZ0149
 PZ0149  STATE/COUNTY-  ID/CLARK
 PZ0149  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0149
 PZ0149                         *CURRENT SURVEY CONTROL
 PZ0149  ___________________________________________________________________
 PZ0149* NAD 83(1986)-  44 24 43.     (N)    112 11 48.     (W)     SCALED    
 PZ0149* NAVD 88     -      1835.835  (meters)    6023.07   (feet)  ADJUSTED  
 PZ0149  ___________________________________________________________________
 PZ0149  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 PZ0149  DYNAMIC HT  -        1834.856 (meters)    6019.86  (feet)  COMP
 PZ0149  MODELED GRAV-     980,019.0   (mgal)                       NAVD 88
 PZ0149
 PZ0149  VERT ORDER  -  FIRST     CLASS II
 PZ0149
 PZ0149.The horizontal coordinates were scaled from a topographic map and have
 PZ0149.an estimated accuracy of +/- 6 seconds.
 PZ0149
 PZ0149.The orthometric height was determined by differential leveling
 PZ0149.and adjusted by the National Geodetic Survey in June 1991..
 PZ0149
 PZ0149.The geoid height was determined by GEOID03.
 PZ0149
 PZ0149.The dynamic height is computed by dividing the NAVD 88
 PZ0149.geopotential number by the normal gravity value computed on the
 PZ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0149.degrees latitude (g = 980.6199 gals.).
 PZ0149
 PZ0149.The modeled gravity was interpolated from observed gravity values.
 PZ0149
 PZ0149;                    North         East    Units  Estimated Accuracy
 PZ0149;SPC ID E     -   304,970.      197,610.      MT  (+/- 180 meters Scaled)
 PZ0149
 PZ0149                          SUPERSEDED SURVEY CONTROL
 PZ0149
 PZ0149  NGVD 29 (??/??/92) 1834.593  (m)         6018.99   (f) ADJ UNCH    1 2
 PZ0149
 PZ0149.Superseded values are not recommended for survey control.
 PZ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0149.See file dsdata.txt to determine how the superseded data were derived.
 PZ0149
 PZ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ047183(NAD 83)
 PZ0149_MARKER: P = PIPE CAP
 PZ0149_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0149_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0149_STAMPING: 6019.371
 PZ0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0149
 PZ0149  HISTORY     - Date     Condition        Report By
 PZ0149  HISTORY     - UNK      MONUMENTED       CGS
 PZ0149  HISTORY     - 1967     GOOD             NGS
 PZ0149
 PZ0149                          STATION DESCRIPTION
 PZ0149
 PZ0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0149'3.85 MI N FROM SPENCER.
 PZ0149'3.8 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0149'THENCE 0.05 MILE WEST ALONG A GRAVELED ROAD TO WEST CAMAS CREEK AND
 PZ0149'THE UNION PACIFIC RAILROAD, OR IT MAY BE REACHED BY GOING 3.95 MILES
 PZ0149'NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF KILGORE
 PZ0149'ROAD AT SPENCER, 6 POLES NORTH OF MILEPOLE 252, 95.4 FEET EAST OF THE
 PZ0149'EAST RAIL, 44 FEET SOUTHEAST OF A TELEPHONE POLE, 13 1/2 FEET
 PZ0149'NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A FENCE
 PZ0149'CORNER, 2.0 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 PZ0149'TRACK, AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.4
 PZ0149'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0423 ***********************************************************************
 NU0423  DESIGNATION -  G 80
 NU0423  PID         -  NU0423
 NU0423  STATE/COUNTY-  ID/ONEIDA
 NU0423  USGS QUAD   -  HOLBROOK (1973)
 NU0423
 NU0423                         *CURRENT SURVEY CONTROL
 NU0423  ___________________________________________________________________
 NU0423* NAD 83(1986)-  42 09 12.     (N)    112 39 20.     (W)     SCALED    
 NU0423* NAVD 88     -      1456.825  (meters)    4779.60   (feet)  ADJUSTED  
 NU0423  ___________________________________________________________________
 NU0423  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NU0423  DYNAMIC HT  -        1455.858 (meters)    4776.43  (feet)  COMP
 NU0423  MODELED GRAV-     979,907.0   (mgal)                       NAVD 88
 NU0423
 NU0423  VERT ORDER  -  SECOND    CLASS 0
 NU0423
 NU0423.The horizontal coordinates were scaled from a topographic map and have
 NU0423.an estimated accuracy of +/- 6 seconds.
 NU0423
 NU0423.The orthometric height was determined by differential leveling
 NU0423.and adjusted by the National Geodetic Survey in June 1991..
 NU0423
 NU0423.The geoid height was determined by GEOID03.
 NU0423
 NU0423.The dynamic height is computed by dividing the NAVD 88
 NU0423.geopotential number by the normal gravity value computed on the
 NU0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0423.degrees latitude (g = 980.6199 gals.).
 NU0423
 NU0423.The modeled gravity was interpolated from observed gravity values.
 NU0423
 NU0423;                    North         East    Units  Estimated Accuracy
 NU0423;SPC ID E     -    54,170.      159,600.      MT  (+/- 180 meters Scaled)
 NU0423
 NU0423                          SUPERSEDED SURVEY CONTROL
 NU0423
 NU0423  NGVD 29 (??/??/92) 1455.764  (m)         4776.12   (f) ADJ UNCH    2 0
 NU0423
 NU0423.Superseded values are not recommended for survey control.
 NU0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0423.See file dsdata.txt to determine how the superseded data were derived.
 NU0423
 NU0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM632681(NAD 83)
 NU0423_MARKER: DB = BENCH MARK DISK
 NU0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0423_STAMPING: G 80 1934
 NU0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0423+STABILITY: SURFACE MOTION
 NU0423
 NU0423  HISTORY     - Date     Condition        Report By
 NU0423  HISTORY     - 1934     MONUMENTED       CGS
 NU0423  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0423
 NU0423                          STATION DESCRIPTION
 NU0423
 NU0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0423'0.7 MI S FROM SNOWVILLE.
 NU0423'0.7 MILE SOUTH ALONG THE ROAD LEADING TO SNOWVILLE, UTAH, FROM THE
 NU0423'SCHOOLHOUSE AT HOLBROOK, ONEIDA COUNTY, IDAHO, AT AN EAST-AND-WEST
 NU0423'ROAD, ABOUT 20 YARDS NORTH OF THE ROAD, ABOUT 30 YARDS NORTH OF A
 NU0423'FARMHOUSE, AND 30 FEET EAST OF THE CENTER LINE OF THE ROAD.  A
 NU0423'STANDARD DISK, STAMPED G 80 1934 AND SET IN THE TOP OF A CONCRETE
 NU0423'POST.
 NU0423
 NU0423                          STATION RECOVERY (1973)
 NU0423
 NU0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1330 ***********************************************************************
 NU1330  DESIGNATION -  G 81
 NU1330  PID         -  NU1330
 NU1330  STATE/COUNTY-  ID/CASSIA
 NU1330  USGS QUAD   -  CHOKECHERRY CANYON (1978)
 NU1330
 NU1330                         *CURRENT SURVEY CONTROL
 NU1330  ___________________________________________________________________
 NU1330* NAD 83(1986)-  42 00 32.     (N)    113 28 24.     (W)     SCALED    
 NU1330* NAVD 88     -      1729.704  (meters)    5674.87   (feet)  ADJUSTED  
 NU1330  ___________________________________________________________________
 NU1330  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 NU1330  DYNAMIC HT  -        1728.443 (meters)    5670.73  (feet)  COMP
 NU1330  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 NU1330
 NU1330  VERT ORDER  -  SECOND    CLASS 0
 NU1330
 NU1330.The horizontal coordinates were scaled from a topographic map and have
 NU1330.an estimated accuracy of +/- 6 seconds.
 NU1330
 NU1330.The orthometric height was determined by differential leveling
 NU1330.and adjusted by the National Geodetic Survey in June 1991..
 NU1330
 NU1330.The geoid height was determined by GEOID03.
 NU1330
 NU1330.The dynamic height is computed by dividing the NAVD 88
 NU1330.geopotential number by the normal gravity value computed on the
 NU1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1330.degrees latitude (g = 980.6199 gals.).
 NU1330
 NU1330.The modeled gravity was interpolated from observed gravity values.
 NU1330
 NU1330;                    North         East    Units  Estimated Accuracy
 NU1330;SPC ID C     -    38,140.      543,630.      MT  (+/- 180 meters Scaled)
 NU1330
 NU1330                          SUPERSEDED SURVEY CONTROL
 NU1330
 NU1330  NGVD 29 (??/??/92) 1728.555  (m)         5671.10   (f) ADJ UNCH    2 0
 NU1330
 NU1330.Superseded values are not recommended for survey control.
 NU1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1330.See file dsdata.txt to determine how the superseded data were derived.
 NU1330
 NU1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM951537(NAD 83)
 NU1330_MARKER: DB = BENCH MARK DISK
 NU1330_SETTING: 80 = SET IN A BOULDER
 NU1330_SP_SET: BOULDER
 NU1330_STAMPING: G 81 1934
 NU1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1330+STABILITY: SURFACE MOTION
 NU1330
 NU1330  HISTORY     - Date     Condition        Report By
 NU1330  HISTORY     - 1934     MONUMENTED       CGS
 NU1330
 NU1330                          STATION DESCRIPTION
 NU1330
 NU1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU1330'3.7 MI W FROM STANDROD, ID.
 NU1330'IN BOX ELDER COUNTY, UTAH, 3.7 MILES WEST ALONG THE ROAD LEADING TO
 NU1330'OAKLEY FROM THE JUNCTION AT STANDROD, CASSIA COUNTY, IDAHO, NEAR THE
 NU1330'TOP OF A SMALL HILL, IN A BOULDER AND 30 FEET NORTH OF THE CENTER LINE
 NU1330'OF THE ROAD.  A STANDARD DISK, STAMPED G 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0427 ***********************************************************************
 NU0427  DESIGNATION -  G 82
 NU0427  PID         -  NU0427
 NU0427  STATE/COUNTY-  ID/ONEIDA
 NU0427  USGS QUAD   -  HOLBROOK (1973)
 NU0427
 NU0427                         *CURRENT SURVEY CONTROL
 NU0427  ___________________________________________________________________
 NU0427* NAD 83(1986)-  42 10 42.     (N)    112 39 48.     (W)     SCALED    
 NU0427* NAVD 88     -      1462.466  (meters)    4798.11   (feet)  ADJUSTED  
 NU0427  ___________________________________________________________________
 NU0427  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NU0427  DYNAMIC HT  -        1461.493 (meters)    4794.91  (feet)  COMP
 NU0427  MODELED GRAV-     979,905.9   (mgal)                       NAVD 88
 NU0427
 NU0427  VERT ORDER  -  SECOND    CLASS 0
 NU0427
 NU0427.The horizontal coordinates were scaled from a topographic map and have
 NU0427.an estimated accuracy of +/- 6 seconds.
 NU0427
 NU0427.The orthometric height was determined by differential leveling
 NU0427.and adjusted by the National Geodetic Survey in June 1991..
 NU0427
 NU0427.The geoid height was determined by GEOID03.
 NU0427
 NU0427.The dynamic height is computed by dividing the NAVD 88
 NU0427.geopotential number by the normal gravity value computed on the
 NU0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0427.degrees latitude (g = 980.6199 gals.).
 NU0427
 NU0427.The modeled gravity was interpolated from observed gravity values.
 NU0427
 NU0427;                    North         East    Units  Estimated Accuracy
 NU0427;SPC ID E     -    56,950.      158,970.      MT  (+/- 180 meters Scaled)
 NU0427
 NU0427                          SUPERSEDED SURVEY CONTROL
 NU0427
 NU0427  NGVD 29 (??/??/92) 1461.399  (m)         4794.61   (f) ADJ UNCH    2 0
 NU0427
 NU0427.Superseded values are not recommended for survey control.
 NU0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0427.See file dsdata.txt to determine how the superseded data were derived.
 NU0427
 NU0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM626709(NAD 83)
 NU0427_MARKER: DB = BENCH MARK DISK
 NU0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0427_STAMPING: G 82 1934
 NU0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0427+STABILITY: SURFACE MOTION
 NU0427
 NU0427  HISTORY     - Date     Condition        Report By
 NU0427  HISTORY     - 1934     MONUMENTED       CGS
 NU0427  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0427
 NU0427                          STATION DESCRIPTION
 NU0427
 NU0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0427'1.9 MI N FROM HOLBROOK.
 NU0427'1.9 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE SCHOOLHOUSE AT
 NU0427'HOLBROOK, ONEIDA COUNTY, AT FOUR CORNERS, ABOUT 12 FEET SOUTH OF THE
 NU0427'CORNERS, AT A SOUTHEAST FENCE CORNER, AND 2 FEET WEST OF A PROPERTY
 NU0427'LINE.  A STANDARD DISK, STAMPED G 82 1934 AND SET IN THE TOP OF A
 NU0427'CONCRETE POST.
 NU0427
 NU0427                          STATION RECOVERY (1973)
 NU0427
 NU0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0438 ***********************************************************************
 SV0438  DESIGNATION -  G 84
 SV0438  PID         -  SV0438
 SV0438  STATE/COUNTY-  ID/KOOTENAI
 SV0438  USGS QUAD   -  FERNAN LAKE (1981)
 SV0438
 SV0438                         *CURRENT SURVEY CONTROL
 SV0438  ___________________________________________________________________
 SV0438* NAD 83(1986)-  47 37 45.     (N)    116 41 01.     (W)     SCALED    
 SV0438* NAVD 88     -       659.361  (meters)    2163.25   (feet)  ADJUSTED  
 SV0438  ___________________________________________________________________
 SV0438  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 SV0438  DYNAMIC HT  -         659.374 (meters)    2163.30  (feet)  COMP
 SV0438  MODELED GRAV-     980,611.4   (mgal)                       NAVD 88
 SV0438
 SV0438  VERT ORDER  -  SECOND    CLASS 0
 SV0438
 SV0438.The horizontal coordinates were scaled from a topographic map and have
 SV0438.an estimated accuracy of +/- 6 seconds.
 SV0438
 SV0438.The orthometric height was determined by differential leveling
 SV0438.and adjusted by the National Geodetic Survey in June 1991..
 SV0438
 SV0438.The geoid height was determined by GEOID03.
 SV0438
 SV0438.The dynamic height is computed by dividing the NAVD 88
 SV0438.geopotential number by the normal gravity value computed on the
 SV0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0438.degrees latitude (g = 980.6199 gals.).
 SV0438
 SV0438.The modeled gravity was interpolated from observed gravity values.
 SV0438
 SV0438;                    North         East    Units  Estimated Accuracy
 SV0438;SPC ID W     -   662,960.      729,840.      MT  (+/- 180 meters Scaled)
 SV0438
 SV0438                          SUPERSEDED SURVEY CONTROL
 SV0438
 SV0438  NGVD 29 (??/??/92)  658.223  (m)         2159.52   (f) ADJ UNCH    2 0
 SV0438
 SV0438.Superseded values are not recommended for survey control.
 SV0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0438.See file dsdata.txt to determine how the superseded data were derived.
 SV0438
 SV0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN237751(NAD 83)
 SV0438_MARKER: DB = BENCH MARK DISK
 SV0438_SETTING: 66 = SET IN ROCK OUTCROP
 SV0438_SP_SET: BEDROCK
 SV0438_STAMPING: G 84 1958
 SV0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0438+STABILITY: POSITION/ELEVATION WELL
 SV0438
 SV0438  HISTORY     - Date     Condition        Report By
 SV0438  HISTORY     - 1958     MONUMENTED       CGS
 SV0438
 SV0438                          STATION DESCRIPTION
 SV0438
 SV0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0438'7.0 MI E FROM COEUR DALENE.
 SV0438'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR D ALENE,
 SV0438'THENCE 6.9 MILES EAST ALONG U.S. HIGHWAY 10.  AT THE JUNCTION OF A
 SV0438'PRIVATE PAVED ROAD LEADING SOUTHEAST, 124.0 FEET SOUTH OF THE
 SV0438'CENTERLINE OF THE HIGHWAY, 45.0 FEET SOUTHWEST OF THE CENTERLINE OF
 SV0438'PAVED ROAD, 12.0 FEET SOUTHWEST OF A METAL WITNESS POST, SET IN TOP OF
 SV0438'BEDROCK AT THE NORTHEAST EDGE OF COEUR D ALENE LAKE, AND FLUSH WITH
 SV0438'THE GROUND, ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0622 ***********************************************************************
 OZ0622  DESIGNATION -  G 85
 OZ0622  PID         -  OZ0622
 OZ0622  STATE/COUNTY-  ID/ELMORE
 OZ0622  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0622
 OZ0622                         *CURRENT SURVEY CONTROL
 OZ0622  ___________________________________________________________________
 OZ0622* NAD 83(1986)-  43 20 15.     (N)    115 56 47.     (W)     SCALED    
 OZ0622* NAVD 88     -      1003.970  (meters)    3293.86   (feet)  ADJUSTED  
 OZ0622  ___________________________________________________________________
 OZ0622  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 OZ0622  DYNAMIC HT  -        1003.524 (meters)    3292.39  (feet)  COMP
 OZ0622  MODELED GRAV-     980,142.4   (mgal)                       NAVD 88
 OZ0622
 OZ0622  VERT ORDER  -  FIRST     CLASS II
 OZ0622
 OZ0622.The horizontal coordinates were scaled from a topographic map and have
 OZ0622.an estimated accuracy of +/- 6 seconds.
 OZ0622
 OZ0622.The orthometric height was determined by differential leveling
 OZ0622.and adjusted by the National Geodetic Survey in June 1991..
 OZ0622
 OZ0622.The geoid height was determined by GEOID03.
 OZ0622
 OZ0622.The dynamic height is computed by dividing the NAVD 88
 OZ0622.geopotential number by the normal gravity value computed on the
 OZ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0622.degrees latitude (g = 980.6199 gals.).
 OZ0622
 OZ0622.The modeled gravity was interpolated from observed gravity values.
 OZ0622
 OZ0622;                    North         East    Units  Estimated Accuracy
 OZ0622;SPC ID W     -   185,610.      784,080.      MT  (+/- 180 meters Scaled)
 OZ0622
 OZ0622                          SUPERSEDED SURVEY CONTROL
 OZ0622
 OZ0622  NGVD 29 (??/??/92) 1002.999  (m)         3290.67   (f) ADJ UNCH    1 2
 OZ0622
 OZ0622.Superseded values are not recommended for survey control.
 OZ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0622.See file dsdata.txt to determine how the superseded data were derived.
 OZ0622
 OZ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH854988(NAD 83)
 OZ0622_MARKER: DB = BENCH MARK DISK
 OZ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0622_STAMPING: G 85 1959
 OZ0622_MARK LOGO: CGS   
 OZ0622_PROJECTION: PROJECTING 5 CENTIMETERS
 OZ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0622+STABILITY: SURFACE MOTION
 OZ0622
 OZ0622  HISTORY     - Date     Condition        Report By
 OZ0622  HISTORY     - 1959     MONUMENTED       CGS
 OZ0622  HISTORY     - 1983     GOOD             NGS
 OZ0622
 OZ0622                          STATION DESCRIPTION
 OZ0622
 OZ0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0622'6.85 MI SE FROM ORCHARD.
 OZ0622'4.55 MILES NORTHEAST ALONG A DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0622'SIDING OF THE UNION PACIFIC RAILROAD TO ITS JUNCTION WITH U.S. HIGHWAY
 OZ0622'30, THENCE 2.4 MILES SOUTHEAST ALONG THE HIGHWAY, 185 FEET WEST FROM
 OZ0622'THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST FROM A METAL WITNESS POST
 OZ0622'WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES
 OZ0622'ABOVE GROUND LEVEL.
 OZ0622
 OZ0622                          STATION RECOVERY (1983)
 OZ0622
 OZ0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0622'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.2 KM
 OZ0622'(11.3 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0622'PACIFIC OVERPASS AT MOUNTAIN HOME, THENCE 13.5 KM (8.4 MI) NORTHWEST
 OZ0622'ALONG INTERSTATE 84, AT A POINT OVERLOOKING A GRAVEL PIT, 1.0 KM
 OZ0622'(0.6 MI) SOUTHEAST OF THE SIMCO ROAD OVERPASS, 0.1 KM (0.05 MI)
 OZ0622'NORTHWEST OF MILEPOST 75, 58.0 METERS (190 FT) SOUTHWEST OF THE
 OZ0622'CENTERLINE OF THE EASTBOUND LANES, 26.5 METERS (87 FT) SOUTHWEST OF
 OZ0622'THE RIGHT OF WAY FENCE, 4.0 METERS (13 FT) NORTHEAST OF THE SOUTHWEST
 OZ0622'EDGE OF THE POINT.
 OZ0622'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 OZ0622'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0544 ***********************************************************************
 OH0544  DESIGNATION -  G 86
 OH0544  PID         -  OH0544
 OH0544  STATE/COUNTY-  ID/CANYON
 OH0544  USGS QUAD   -  CALDWELL (1971)
 OH0544
 OH0544                         *CURRENT SURVEY CONTROL
 OH0544  ___________________________________________________________________
 OH0544* NAD 83(1986)-  43 40 32.     (N)    116 40 29.     (W)     SCALED    
 OH0544* NAVD 88     -       737.362  (meters)    2419.16   (feet)  ADJUSTED  
 OH0544  ___________________________________________________________________
 OH0544  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 OH0544  DYNAMIC HT  -         737.116 (meters)    2418.35  (feet)  COMP
 OH0544  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 OH0544
 OH0544  VERT ORDER  -  SECOND    CLASS 0
 OH0544
 OH0544.The horizontal coordinates were scaled from a topographic map and have
 OH0544.an estimated accuracy of +/- 6 seconds.
 OH0544
 OH0544.The orthometric height was determined by differential leveling
 OH0544.and adjusted by the National Geodetic Survey in June 1991..
 OH0544
 OH0544.The geoid height was determined by GEOID03.
 OH0544
 OH0544.The dynamic height is computed by dividing the NAVD 88
 OH0544.geopotential number by the normal gravity value computed on the
 OH0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0544.degrees latitude (g = 980.6199 gals.).
 OH0544
 OH0544.The modeled gravity was interpolated from observed gravity values.
 OH0544
 OH0544;                    North         East    Units  Estimated Accuracy
 OH0544;SPC ID W     -   223,560.      725,430.      MT  (+/- 180 meters Scaled)
 OH0544
 OH0544                          SUPERSEDED SURVEY CONTROL
 OH0544
 OH0544  NGVD 29 (??/??/92)  736.422  (m)         2416.08   (f) ADJ UNCH    2 0
 OH0544
 OH0544.Superseded values are not recommended for survey control.
 OH0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0544.See file dsdata.txt to determine how the superseded data were derived.
 OH0544
 OH0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ262358(NAD 83)
 OH0544_MARKER: DB = BENCH MARK DISK
 OH0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0544_SP_SET: BRIDGE
 OH0544_STAMPING: G 86 1959
 OH0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0544
 OH0544  HISTORY     - Date     Condition        Report By
 OH0544  HISTORY     - 1959     MONUMENTED       CGS
 OH0544  HISTORY     - 1979     GOOD             NGS
 OH0544
 OH0544                          STATION DESCRIPTION
 OH0544
 OH0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0544'IN CALDWELL FROM CALDWELL.
 OH0544'AT CALDWELL, IN THE NORTH PART OF TOWN,IN A BRIDGE OVER A CANAL ON N.
 OH0544'MICHIGAN AVE., ABOUTH 350 FEET NORTHWEST OF THE CALDWELL WATER TANK,
 OH0544'SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE HEADWALL
 OH0544'OF THE CANAL BRIDGE.
 OH0544
 OH0544                          STATION RECOVERY (1979)
 OH0544
 OH0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0637 ***********************************************************************
 OZ0637  DESIGNATION -  G 87
 OZ0637  PID         -  OZ0637
 OZ0637  STATE/COUNTY-  ID/ELMORE
 OZ0637  USGS QUAD   -  REVERSE (1992)
 OZ0637
 OZ0637                         *CURRENT SURVEY CONTROL
 OZ0637  ___________________________________________________________________
 OZ0637* NAD 83(1986)-  43 05 18.     (N)    115 37 19.     (W)     SCALED    
 OZ0637* NAVD 88     -       965.298  (meters)    3166.98   (feet)  ADJUSTED  
 OZ0637  ___________________________________________________________________
 OZ0637  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 OZ0637  DYNAMIC HT  -         964.873 (meters)    3165.59  (feet)  COMP
 OZ0637  MODELED GRAV-     980,147.9   (mgal)                       NAVD 88
 OZ0637
 OZ0637  VERT ORDER  -  SECOND    CLASS 0
 OZ0637
 OZ0637.The horizontal coordinates were scaled from a topographic map and have
 OZ0637.an estimated accuracy of +/- 6 seconds.
 OZ0637
 OZ0637.The orthometric height was determined by differential leveling
 OZ0637.and adjusted by the National Geodetic Survey in June 1991..
 OZ0637
 OZ0637.The geoid height was determined by GEOID03.
 OZ0637
 OZ0637.The dynamic height is computed by dividing the NAVD 88
 OZ0637.geopotential number by the normal gravity value computed on the
 OZ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0637.degrees latitude (g = 980.6199 gals.).
 OZ0637
 OZ0637.The modeled gravity was interpolated from observed gravity values.
 OZ0637
 OZ0637;                    North         East    Units  Estimated Accuracy
 OZ0637;SPC ID W     -   157,920.      810,430.      MT  (+/- 180 meters Scaled)
 OZ0637
 OZ0637                          SUPERSEDED SURVEY CONTROL
 OZ0637
 OZ0637  NGVD 29 (??/??/92)  964.421  (m)         3164.10   (f) ADJ UNCH    2 0
 OZ0637
 OZ0637.Superseded values are not recommended for survey control.
 OZ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0637.See file dsdata.txt to determine how the superseded data were derived.
 OZ0637
 OZ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH121715(NAD 83)
 OZ0637_MARKER: DB = BENCH MARK DISK
 OZ0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0637_STAMPING: G 87 1959
 OZ0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0637+STABILITY: SURFACE MOTION
 OZ0637
 OZ0637  HISTORY     - Date     Condition        Report By
 OZ0637  HISTORY     - 1959     MONUMENTED       CGS
 OZ0637  HISTORY     - 1983     GOOD             NGS
 OZ0637
 OZ0637                          STATION DESCRIPTION
 OZ0637
 OZ0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0637'5.5 MI E FROM MOUNTAIN HOME.
 OZ0637'3.3 MILES SOUTHEAST ON SOUTH MAIN STREET FROM ITS INTERSECTION WITH
 OZ0637'U.S. HIGHWAY 30 AT MOUNTAIN HOME, THENCE 2.2 MILES EAST ON PAVED ROAD,
 OZ0637'73.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.0 FEET WEST OF A
 OZ0637'METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST FLUSH WITH
 OZ0637'THE GROUND.
 OZ0637
 OZ0637                          STATION RECOVERY (1983)
 OZ0637
 OZ0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0563 ***********************************************************************
 NV0563  DESIGNATION -  G 88
 NV0563  PID         -  NV0563
 NV0563  STATE/COUNTY-  ID/ELMORE
 NV0563  USGS QUAD   -  GLENNS FERRY (1992)
 NV0563
 NV0563                         *CURRENT SURVEY CONTROL
 NV0563  ___________________________________________________________________
 NV0563* NAD 83(1986)-  42 58 29.     (N)    115 21 14.     (W)     SCALED    
 NV0563* NAVD 88     -       913.662  (meters)    2997.57   (feet)  ADJUSTED  
 NV0563  ___________________________________________________________________
 NV0563  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 NV0563  DYNAMIC HT  -         913.268 (meters)    2996.28  (feet)  COMP
 NV0563  MODELED GRAV-     980,158.2   (mgal)                       NAVD 88
 NV0563
 NV0563  VERT ORDER  -  SECOND    CLASS 0
 NV0563
 NV0563.The horizontal coordinates were scaled from a topographic map and have
 NV0563.an estimated accuracy of +/- 6 seconds.
 NV0563
 NV0563.The orthometric height was determined by differential leveling
 NV0563.and adjusted by the National Geodetic Survey in June 1991..
 NV0563
 NV0563.The geoid height was determined by GEOID03.
 NV0563
 NV0563.The dynamic height is computed by dividing the NAVD 88
 NV0563.geopotential number by the normal gravity value computed on the
 NV0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0563.degrees latitude (g = 980.6199 gals.).
 NV0563
 NV0563.The modeled gravity was interpolated from observed gravity values.
 NV0563
 NV0563;                    North         East    Units  Estimated Accuracy
 NV0563;SPC ID W     -   145,370.      832,310.      MT  (+/- 180 meters Scaled)
 NV0563
 NV0563                          SUPERSEDED SURVEY CONTROL
 NV0563
 NV0563  NGVD 29 (??/??/92)  912.824  (m)         2994.82   (f) ADJ UNCH    2 0
 NV0563
 NV0563.Superseded values are not recommended for survey control.
 NV0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0563.See file dsdata.txt to determine how the superseded data were derived.
 NV0563
 NV0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH342593(NAD 83)
 NV0563_MARKER: DB = BENCH MARK DISK
 NV0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0563_STAMPING: G 88 1959
 NV0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0563+STABILITY: SURFACE MOTION
 NV0563
 NV0563  HISTORY     - Date     Condition        Report By
 NV0563  HISTORY     - 1959     MONUMENTED       CGS
 NV0563  HISTORY     - 1983     GOOD             NGS
 NV0563
 NV0563                          STATION DESCRIPTION
 NV0563
 NV0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0563'3.8 MI NW FROM GLENNS FERRY.
 NV0563'0.1 MILE WEST ALONG IDAHO AVE. FROM THE GLENNS FERRY RAILROAD STATION,
 NV0563'THENCE 0.3 MILE NORTH ON COMMERCIAL STREET, THENCE 0.4 MILE WEST ON
 NV0563'U.S. HIGHWAY 30, THENCE 3.0 MILE NORTHWEST ON A PAVED ROAD, 64.0 FEET
 NV0563'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 6.0 FEET NORTHWEST OF A FENCE
 NV0563'CORNER, 4.6 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN A
 NV0563'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 NV0563
 NV0563                          STATION RECOVERY (1983)
 NV0563
 NV0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0563'0.15 KM (0.1 MI) WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0563'STATION AT GLENS FERRY, THENCE 0.5 KM (0.3 MI) NORTH ALONG-COMMERCIAL
 NV0563'ST. THENCE 0.65 KM (0.4 MI) WEST ALONG OLD HWY 30, THENCE 0.85 KM
 NV0563'(0.55 MI) NORTH ALONG BANNOCK ROAD, THENCE 4.35 KM (2.65 MI)
 NV0563'NORTHWEST ALONG BENNETT ROAD, 19.5 M (64.0 FT) WEST CENTERLINE ROAD,
 NV0563'1.8 M (6.0 FT) NORTH OF A FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0170 ***********************************************************************
 PZ0170  DESIGNATION -  G 89
 PZ0170  PID         -  PZ0170
 PZ0170  STATE/COUNTY-  ID/CLARK
 PZ0170  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0170
 PZ0170                         *CURRENT SURVEY CONTROL
 PZ0170  ___________________________________________________________________
 PZ0170* NAD 83(1986)-  44 29 46.     (N)    112 14 09.     (W)     SCALED    
 PZ0170* NAVD 88     -      1994.832  (meters)    6544.71   (feet)  ADJUSTED  
 PZ0170  ___________________________________________________________________
 PZ0170  GEOID HEIGHT-          -9.92  (meters)                     GEOID03
 PZ0170  DYNAMIC HT  -        1993.694 (meters)    6540.98  (feet)  COMP
 PZ0170  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 PZ0170
 PZ0170  VERT ORDER  -  FIRST     CLASS II
 PZ0170
 PZ0170.The horizontal coordinates were scaled from a topographic map and have
 PZ0170.an estimated accuracy of +/- 6 seconds.
 PZ0170
 PZ0170.The orthometric height was determined by differential leveling
 PZ0170.and adjusted by the National Geodetic Survey in June 1991..
 PZ0170
 PZ0170.The geoid height was determined by GEOID03.
 PZ0170
 PZ0170.The dynamic height is computed by dividing the NAVD 88
 PZ0170.geopotential number by the normal gravity value computed on the
 PZ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0170.degrees latitude (g = 980.6199 gals.).
 PZ0170
 PZ0170.The modeled gravity was interpolated from observed gravity values.
 PZ0170
 PZ0170;                    North         East    Units  Estimated Accuracy
 PZ0170;SPC ID E     -   314,320.      194,500.      MT  (+/- 180 meters Scaled)
 PZ0170
 PZ0170                          SUPERSEDED SURVEY CONTROL
 PZ0170
 PZ0170  NGVD 29 (??/??/92) 1993.506  (m)         6540.36   (f) ADJ UNCH    1 2
 PZ0170
 PZ0170.Superseded values are not recommended for survey control.
 PZ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0170.See file dsdata.txt to determine how the superseded data were derived.
 PZ0170
 PZ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ017277(NAD 83)
 PZ0170_MARKER: DB = BENCH MARK DISK
 PZ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0170_STAMPING: G 89 1959
 PZ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0170+STABILITY: SURFACE MOTION
 PZ0170
 PZ0170  HISTORY     - Date     Condition        Report By
 PZ0170  HISTORY     - 1959     MONUMENTED       CGS
 PZ0170  HISTORY     - 1967     GOOD             NGS
 PZ0170
 PZ0170                          STATION DESCRIPTION
 PZ0170
 PZ0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0170'0.45 MI N FROM HUMPHREY.
 PZ0170'0.45 MILE NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0170'HUMPHREY, ALONG THE UNION PACIFIC RAILROAD, 3=3/4 POLES NORTHWEST OF
 PZ0170'MILEPOLE 258.50, AT THE JUNCTION OF A DIRT ROAD NORTHEAST, 26 FEET
 PZ0170'NORTHEAST OF THE CENTER LINE OF THE ROAD, 94.9 FEET SOUTHWEST OF THE
 PZ0170'SOUTHWEST RAIL OF THE MAIN TRACK, 38 1/2 FEET SOUTHEAST OF THE CENTER
 PZ0170'LINE OF THE ROAD NORTHEAST, 1.5 FEET NORTHEAST OF A FENCE, 30 1/2 FEET
 PZ0170'SOUTHEAST OF THE SOUTHEAST END OF A GATE, 4.0 FEET SOUTHEAST OF A
 PZ0170'WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 PZ0170'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0019 ***********************************************************************
 OY0019  DESIGNATION -  G 91
 OY0019  PID         -  OY0019
 OY0019  STATE/COUNTY-  ID/BONNEVILLE
 OY0019  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0019
 OY0019                         *CURRENT SURVEY CONTROL
 OY0019  ___________________________________________________________________
 OY0019* NAD 83(1986)-  43 33 23.     (N)    112 03 26.     (W)     SCALED    
 OY0019* NAVD 88     -      1445.834  (meters)    4743.54   (feet)  ADJUSTED  
 OY0019  ___________________________________________________________________
 OY0019  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 OY0019  DYNAMIC HT  -        1445.076 (meters)    4741.05  (feet)  COMP
 OY0019  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 OY0019
 OY0019  VERT ORDER  -  FIRST     CLASS II
 OY0019
 OY0019.The horizontal coordinates were scaled from a topographic map and have
 OY0019.an estimated accuracy of +/- 6 seconds.
 OY0019
 OY0019.The orthometric height was determined by differential leveling
 OY0019.and adjusted by the National Geodetic Survey in June 1991..
 OY0019
 OY0019.The geoid height was determined by GEOID03.
 OY0019
 OY0019.The dynamic height is computed by dividing the NAVD 88
 OY0019.geopotential number by the normal gravity value computed on the
 OY0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0019.degrees latitude (g = 980.6199 gals.).
 OY0019
 OY0019.The modeled gravity was interpolated from observed gravity values.
 OY0019
 OY0019;                    North         East    Units  Estimated Accuracy
 OY0019;SPC ID E     -   209,920.      208,840.      MT  (+/- 180 meters Scaled)
 OY0019
 OY0019                          SUPERSEDED SURVEY CONTROL
 OY0019
 OY0019  NGVD 29 (08/20/92) 1444.745  (m)         4739.97   (f) ADJUSTED    1 2
 OY0019
 OY0019.Superseded values are not recommended for survey control.
 OY0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0019.See file dsdata.txt to determine how the superseded data were derived.
 OY0019
 OY0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP146231(NAD 83)
 OY0019_MARKER: DB = BENCH MARK DISK
 OY0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0019_SP_SET: CONCRETE POST
 OY0019_STAMPING: G 91 1959
 OY0019_MARK LOGO: CGS   
 OY0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0019+STABILITY: SURFACE MOTION
 OY0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0019+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0019
 OY0019  HISTORY     - Date     Condition        Report By
 OY0019  HISTORY     - 1959     MONUMENTED       CGS
 OY0019  HISTORY     - 1967     GOOD             NGS
 OY0019  HISTORY     - 1978     GOOD             LOCSUR
 OY0019  HISTORY     - 19920625 GOOD             NGS
 OY0019
 OY0019                          STATION DESCRIPTION
 OY0019
 OY0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0019'4.35 MI N FROM IDAHO FALLS.
 OY0019'4.35 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0019'BROADWAY STREET AT IDAHO FALLS, 97.5 FEET EAST OF THE EAST RAIL, 22
 OY0019'1/2 FEET EAST OF MILEPOLE 190, 27 FEET WEST OF THE CENTER LINE OF AN
 OY0019'ASPHALT ROAD, 2.1 FEET WEST OF A FENCE, 2.4 FEET EAST OF A WITNESS
 OY0019'POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 OY0019'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0019
 OY0019                          STATION RECOVERY (1978)
 OY0019
 OY0019'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0019'RECOVERED IN GOOD CONDITION.
 OY0019
 OY0019                          STATION RECOVERY (1992)
 OY0019
 OY0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0019'7.4 KM (4.60 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0019'JUNCTION OF BROADWAY STREET IN IDAHO FALLS, 29.6 M (97.1 FT) EAST OF
 OY0019'THE NEAR RAIL, 8.2 M (26.9 FT) WEST OF THE CENTERLINE OF RIVER ROAD,
 OY0019'7.0 M (23.0 FT) SOUTHEAST OF MILEPOST 190, 1.5 M (4.9 FT) BELOW THE
 OY0019'LEVEL OF THE TRACK, 0.7 M (2.3 FT) EAST OF A WITNESS POST, 0.5 M (1.6
 OY0019'FT) WEST OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 OY0019'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0235 ***********************************************************************
 PY0235  DESIGNATION -  G 92
 PY0235  PID         -  PY0235
 PY0235  STATE/COUNTY-  ID/FREMONT
 PY0235  USGS QUAD   -  TARGHEE PEAK (1964)
 PY0235
 PY0235                         *CURRENT SURVEY CONTROL
 PY0235  ___________________________________________________________________
 PY0235* NAD 83(1986)-  44 38 35.     (N)    111 26 34.     (W)     SCALED    
 PY0235* NAVD 88     -      1986.366  (meters)    6516.94   (feet)  POSTED    
 PY0235  ___________________________________________________________________
 PY0235  GEOID HEIGHT-          -8.83  (meters)                     GEOID03
 PY0235  DYNAMIC HT  -        1985.300 (meters)    6513.44  (feet)  COMP
 PY0235  MODELED GRAV-     980,011.0   (mgal)                       NAVD 88
 PY0235
 PY0235  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0235
 PY0235.The horizontal coordinates were scaled from a topographic map and have
 PY0235.an estimated accuracy of +/- 6 seconds.
 PY0235
 PY0235.The orthometric height was determined by differential leveling
 PY0235.and adjusted by the National Geodetic Survey in 1992..
 PY0235.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0235.rate of 1.1 thru 2.0 mm/km.
 PY0235
 PY0235.The geoid height was determined by GEOID03.
 PY0235
 PY0235.The dynamic height is computed by dividing the NAVD 88
 PY0235.geopotential number by the normal gravity value computed on the
 PY0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0235.degrees latitude (g = 980.6199 gals.).
 PY0235
 PY0235.The modeled gravity was interpolated from observed gravity values.
 PY0235
 PY0235;                    North         East    Units  Estimated Accuracy
 PY0235;SPC ID E     -   330,900.      257,430.      MT  (+/- 180 meters Scaled)
 PY0235
 PY0235                          SUPERSEDED SURVEY CONTROL
 PY0235
 PY0235  NGVD 29 (??/??/92) 1984.971  (m)         6512.36   (f) ADJ UNCH    1 2
 PY0235
 PY0235.Superseded values are not recommended for survey control.
 PY0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0235.See file dsdata.txt to determine how the superseded data were derived.
 PY0235
 PY0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ648433(NAD 83)
 PY0235_MARKER: DB = BENCH MARK DISK
 PY0235_SETTING: 80 = SET IN A BOULDER
 PY0235_STAMPING: G 92 1934
 PY0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0235+STABILITY: SURFACE MOTION
 PY0235
 PY0235  HISTORY     - Date     Condition        Report By
 PY0235  HISTORY     - 1934     MONUMENTED       CGS
 PY0235  HISTORY     - 1964     GOOD             NGS
 PY0235
 PY0235                          STATION DESCRIPTION
 PY0235
 PY0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0235'4.9 MI SW FROM HENRYS LAKE.
 PY0235'ABOUT 1.55 MILES NORTHWEST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE
 PY0235'TO HENRYS LAKE LODGE AT HENRYS LAKE, THENCE 3.35 MILES SOUTHWEST ALONG
 PY0235'A WINDING GRAVELED AND GRADED DIRT ROAD, ABOUT 1.35 MILES SOUTH OF THE
 PY0235'ENTRANCE TO STALEY SPRINGS LODGE, 101 FEET NORTH OF THE CENTER LINE OF
 PY0235'THE ROAD, SET IN THE TOP OF A LARGE BOULDER AT THE BASE OF THE
 PY0235'SOUTHEAST POINT OF A LARGE ROCK WHICH PROJECTS ABOUT 10 FEET, 7 FEET
 PY0235'SOUTHEAST OF THE SOUTHEAST POINT OF THE ROCK, 3.3 FEET NORTH OF A
 PY0235'METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0638 ***********************************************************************
 SU0638  DESIGNATION -  G 93
 SU0638  PID         -  SU0638
 SU0638  STATE/COUNTY-  ID/SHOSHONE
 SU0638  USGS QUAD   -  PRICHARD (1996)
 SU0638
 SU0638                         *CURRENT SURVEY CONTROL
 SU0638  ___________________________________________________________________
 SU0638* NAD 83(1986)-  47 42 15.     (N)    115 58 15.     (W)     SCALED    
 SU0638* NAVD 88     -       764.410  (meters)    2507.90   (feet)  ADJUSTED  
 SU0638  ___________________________________________________________________
 SU0638  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 SU0638  DYNAMIC HT  -         764.405 (meters)    2507.89  (feet)  COMP
 SU0638  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
 SU0638
 SU0638  VERT ORDER  -  SECOND    CLASS 0
 SU0638
 SU0638.The horizontal coordinates were scaled from a topographic map and have
 SU0638.an estimated accuracy of +/- 6 seconds.
 SU0638
 SU0638.The orthometric height was determined by differential leveling
 SU0638.and adjusted by the National Geodetic Survey in June 1991..
 SU0638
 SU0638.The geoid height was determined by GEOID03.
 SU0638
 SU0638.The dynamic height is computed by dividing the NAVD 88
 SU0638.geopotential number by the normal gravity value computed on the
 SU0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0638.degrees latitude (g = 980.6199 gals.).
 SU0638
 SU0638.The modeled gravity was interpolated from observed gravity values.
 SU0638
 SU0638;                    North         East    Units  Estimated Accuracy
 SU0638;SPC ID W     -   670,900.      783,430.      MT  (+/- 180 meters Scaled)
 SU0638
 SU0638                          SUPERSEDED SURVEY CONTROL
 SU0638
 SU0638  NGVD 29 (??/??/92)  763.264  (m)         2504.14   (f) ADJ UNCH    2 0
 SU0638
 SU0638.Superseded values are not recommended for survey control.
 SU0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0638.See file dsdata.txt to determine how the superseded data were derived.
 SU0638
 SU0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN772839(NAD 83)
 SU0638_MARKER: DB = BENCH MARK DISK
 SU0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0638_SP_SET: ABUTMENT
 SU0638_STAMPING: G 93 1958
 SU0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0638
 SU0638  HISTORY     - Date     Condition        Report By
 SU0638  HISTORY     - 1958     MONUMENTED       CGS
 SU0638  HISTORY     - 1983     MARK NOT FOUND   NGS
 SU0638
 SU0638                          STATION DESCRIPTION
 SU0638
 SU0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0638'0.2 MI S FROM SHOSHONE STATION.
 SU0638'0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM SHOSHONE STATION, IN TOP OF
 SU0638'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A WOODEN BRIDGE OVER
 SU0638'SHOSHONE CREEK, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND
 SU0638'ABOUT LEVEL WITH THE ROAD.
 SU0638
 SU0638                          STATION RECOVERY (1983)
 SU0638
 SU0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SU0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0077 ***********************************************************************
 SV0077  DESIGNATION -  G 94
 SV0077  PID         -  SV0077
 SV0077  STATE/COUNTY-  ID/KOOTENAI
 SV0077  USGS QUAD   -  SKITWISH PEAK (1996)
 SV0077
 SV0077                         *CURRENT SURVEY CONTROL
 SV0077  ___________________________________________________________________
 SV0077* NAD 83(1986)-  47 44 31.     (N)    116 24 54.     (W)     SCALED    
 SV0077* NAVD 88     -       800.791  (meters)    2627.26   (feet)  ADJUSTED  
 SV0077  ___________________________________________________________________
 SV0077  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 SV0077  DYNAMIC HT  -         800.740 (meters)    2627.09  (feet)  COMP
 SV0077  MODELED GRAV-     980,523.0   (mgal)                       NAVD 88
 SV0077
 SV0077  VERT ORDER  -  SECOND    CLASS 0
 SV0077
 SV0077.The horizontal coordinates were scaled from a topographic map and have
 SV0077.an estimated accuracy of +/- 6 seconds.
 SV0077
 SV0077.The orthometric height was determined by differential leveling
 SV0077.and adjusted by the National Geodetic Survey in June 1991..
 SV0077
 SV0077.The geoid height was determined by GEOID03.
 SV0077
 SV0077.The dynamic height is computed by dividing the NAVD 88
 SV0077.geopotential number by the normal gravity value computed on the
 SV0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0077.degrees latitude (g = 980.6199 gals.).
 SV0077
 SV0077.The modeled gravity was interpolated from observed gravity values.
 SV0077
 SV0077;                    North         East    Units  Estimated Accuracy
 SV0077;SPC ID W     -   675,290.      750,130.      MT  (+/- 180 meters Scaled)
 SV0077
 SV0077                          SUPERSEDED SURVEY CONTROL
 SV0077
 SV0077  NGVD 29 (??/??/92)  799.573  (m)         2623.27   (f) ADJ UNCH    2 0
 SV0077
 SV0077.Superseded values are not recommended for survey control.
 SV0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0077.See file dsdata.txt to determine how the superseded data were derived.
 SV0077
 SV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN438877(NAD 83)
 SV0077_MARKER: DB = BENCH MARK DISK
 SV0077_SETTING: 66 = SET IN ROCK OUTCROP
 SV0077_SP_SET: OUTCROP
 SV0077_STAMPING: G 94 1958
 SV0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0077+STABILITY: POSITION/ELEVATION WELL
 SV0077
 SV0077  HISTORY     - Date     Condition        Report By
 SV0077  HISTORY     - 1958     MONUMENTED       CGS
 SV0077
 SV0077                          STATION DESCRIPTION
 SV0077
 SV0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0077'15.45 MI SW FROM MAGEE RANGER STATION.
 SV0077'5.0 MILES SOUTH ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION, THENCE
 SV0077'8.4 MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE 2.05 MILES NORTHWEST
 SV0077'ALONG A GRAVEL ROAD, 0.35 MILE NORTHEAST OF A POST MARKING RAG CAMP
 SV0077'GULCH, 0.3 MILE EAST OF THE T JUNCTION OF A ROAD LEADING SOUTHEAST
 SV0077'ACROSS A WOODEN BRIDGE OVER DELANY CREEK, MIDWAY BETWEEN TWO CURVES,
 SV0077'SET VERTICALLY IN THE SOUTHEAST FACE OF A MASSIVE SHALE OUTCROP WHICH
 SV0077'PROJECTS 20 FEET ABOVE THE ROAD, 13 FEET NORTH OF THE CENTER LINE OF
 SV0077'THE ROAD, 6.4  FEET WEST-SOUTHWEST OF A WITNESS POST, AND 3 FEET
 SV0077'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0177 ***********************************************************************
 TO0177  DESIGNATION -  G 96
 TO0177  PID         -  TO0177
 TO0177  STATE/COUNTY-  ID/SHOSHONE
 TO0177  USGS QUAD   -  PACKSADDLE MOUNTAIN (1996)
 TO0177
 TO0177                         *CURRENT SURVEY CONTROL
 TO0177  ___________________________________________________________________
 TO0177* NAD 83(1986)-  48 02 16.     (N)    116 18 30.     (W)     SCALED    
 TO0177* NAVD 88     -      1459.522  (meters)    4788.45   (feet)  ADJUSTED  
 TO0177  ___________________________________________________________________
 TO0177  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 TO0177  DYNAMIC HT  -        1459.393 (meters)    4788.03  (feet)  COMP
 TO0177  MODELED GRAV-     980,471.2   (mgal)                       NAVD 88
 TO0177
 TO0177  VERT ORDER  -  SECOND    CLASS 0
 TO0177
 TO0177.The horizontal coordinates were scaled from a topographic map and have
 TO0177.an estimated accuracy of +/- 6 seconds.
 TO0177
 TO0177.The orthometric height was determined by differential leveling
 TO0177.and adjusted by the National Geodetic Survey in June 1991..
 TO0177
 TO0177.The geoid height was determined by GEOID03.
 TO0177
 TO0177.The dynamic height is computed by dividing the NAVD 88
 TO0177.geopotential number by the normal gravity value computed on the
 TO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0177.degrees latitude (g = 980.6199 gals.).
 TO0177
 TO0177.The modeled gravity was interpolated from observed gravity values.
 TO0177
 TO0177;                    North         East    Units  Estimated Accuracy
 TO0177;SPC ID W     -   708,120.      758,370.      MT  (+/- 180 meters Scaled)
 TO0177
 TO0177                          SUPERSEDED SURVEY CONTROL
 TO0177
 TO0177  NGVD 29 (??/??/92) 1458.259  (m)         4784.30   (f) ADJ UNCH    2 0
 TO0177
 TO0177.Superseded values are not recommended for survey control.
 TO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0177.See file dsdata.txt to determine how the superseded data were derived.
 TO0177
 TO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP515207(NAD 83)
 TO0177_MARKER: DB = BENCH MARK DISK
 TO0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0177_STAMPING: G 96 1958
 TO0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0177+STABILITY: SURFACE MOTION
 TO0177
 TO0177  HISTORY     - Date     Condition        Report By
 TO0177  HISTORY     - 1958     MONUMENTED       CGS
 TO0177
 TO0177                          STATION DESCRIPTION
 TO0177
 TO0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TO0177'22.85 MI SW FROM CLARK FORK.
 TO0177'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0177'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 6.9 MILES
 TO0177'SOUTHWEST ALONG A DIRT ROAD, THENCE 10.45 MILES NORTHWEST AND
 TO0177'SOUTHWEST ALONG A DIRT ROAD, AT A POINT WHERE GRANITE CREEK TRAIL NO.
 TO0177'71 LEAVES THE ROAD, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, 88
 TO0177'FEET SOUTHWEST AND ACROSS THE ROAD FROM A TRAIL SIGN, 1.7 FEET
 TO0177'NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD,
 TO0177'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TO0177'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0092 ***********************************************************************
 NU0092  DESIGNATION -  G 97
 NU0092  PID         -  NU0092
 NU0092  STATE/COUNTY-  ID/BANNOCK
 NU0092  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0092
 NU0092                         *CURRENT SURVEY CONTROL
 NU0092  ___________________________________________________________________
 NU0092* NAD 83(1986)-  42 52 19.     (N)    112 25 16.     (W)     SCALED    
 NU0092* NAVD 88     -      1437.798  (meters)    4717.18   (feet)  ADJUSTED  
 NU0092  ___________________________________________________________________
 NU0092  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 NU0092  DYNAMIC HT  -        1436.977 (meters)    4714.48  (feet)  COMP
 NU0092  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 NU0092
 NU0092  VERT ORDER  -  SECOND    CLASS 0
 NU0092
 NU0092.The horizontal coordinates were scaled from a topographic map and have
 NU0092.an estimated accuracy of +/- 6 seconds.
 NU0092
 NU0092.The orthometric height was determined by differential leveling
 NU0092.and adjusted by the National Geodetic Survey in June 1991..
 NU0092
 NU0092.The geoid height was determined by GEOID03.
 NU0092
 NU0092.The dynamic height is computed by dividing the NAVD 88
 NU0092.geopotential number by the normal gravity value computed on the
 NU0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0092.degrees latitude (g = 980.6199 gals.).
 NU0092
 NU0092.The modeled gravity was interpolated from observed gravity values.
 NU0092
 NU0092;                    North         East    Units  Estimated Accuracy
 NU0092;SPC ID E     -   133,910.      179,210.      MT  (+/- 180 meters Scaled)
 NU0092
 NU0092                          SUPERSEDED SURVEY CONTROL
 NU0092
 NU0092  NGVD 29 (??/??/92) 1436.751  (m)         4713.74   (f) ADJ UNCH    2 0
 NU0092
 NU0092.Superseded values are not recommended for survey control.
 NU0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0092.See file dsdata.txt to determine how the superseded data were derived.
 NU0092
 NU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN839475(NAD 83)
 NU0092_MARKER: DB = BENCH MARK DISK
 NU0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0092_STAMPING: G 97 1960
 NU0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0092+STABILITY: SURFACE MOTION
 NU0092
 NU0092  HISTORY     - Date     Condition        Report By
 NU0092  HISTORY     - 1960     MONUMENTED       CGS
 NU0092  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0092
 NU0092                          STATION DESCRIPTION
 NU0092
 NU0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0092'0.75 MI E FROM POCATELLO.
 NU0092'0.35 MILE EAST ON EAST TERRY FROM THE INTERSECTION OF S 15TH AVE. AT
 NU0092'THE EAST EDGE OF THE IDAHO STATE COLLEGE CAMPUS TO THE 6TH WARD OF THE
 NU0092'L.D.S. CHURCH, THENCE 0.4 MILE NORTHERLY ON TRACK ROAD, 74 PACES
 NU0092'NORTHEAST OF THE TRACK ROAD, 0.9 FOOT WEST OF A METAL WITNESS POST
 NU0092'WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 12 INCHES AND
 NU0092'ABOUT 25 FEET HIGHER THAN THE ROAD.
 NU0092
 NU0092                          STATION RECOVERY (1971)
 NU0092
 NU0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0343 ***********************************************************************
 NU0343  DESIGNATION -  G 99 RESET
 NU0343  PID         -  NU0343
 NU0343  STATE/COUNTY-  ID/BANNOCK
 NU0343  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0343
 NU0343                         *CURRENT SURVEY CONTROL
 NU0343  ___________________________________________________________________
 NU0343* NAD 83(1986)-  42 21 29.     (N)    112 13 10.     (W)     SCALED    
 NU0343* NAVD 88     -      1620.76   (meters)    5317.4    (feet)  RESET     
 NU0343  ___________________________________________________________________
 NU0343  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 NU0343
 NU0343  VERT ORDER  -  THIRD
 NU0343
 NU0343.The horizontal coordinates were scaled from a topographic map and have
 NU0343.an estimated accuracy of +/- 6 seconds.
 NU0343
 NU0343.The orthometric height was computed from unverified reset data.
 NU0343.No vertical observational check was made to the station.
 NU0343
 NU0343.The geoid height was determined by GEOID03.
 NU0343
 NU0343;                    North         East    Units  Estimated Accuracy
 NU0343;SPC ID E     -    76,790.      195,650.      MT  (+/- 180 meters Scaled)
 NU0343
 NU0343                          SUPERSEDED SURVEY CONTROL
 NU0343
 NU0343  NGVD 29 (??/??/??) 1619.65   (m)         5313.8    (f) RESET       3  
 NU0343
 NU0343.Superseded values are not recommended for survey control.
 NU0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0343.See file dsdata.txt to determine how the superseded data were derived.
 NU0343
 NU0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM995902(NAD 83)
 NU0343_MARKER: DB = BENCH MARK DISK
 NU0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0343_STAMPING: G 99 RESET 1970
 NU0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0343+STABILITY: SURFACE MOTION
 NU0343
 NU0343  HISTORY     - Date     Condition        Report By
 NU0343  HISTORY     - 1970     MONUMENTED       NGS
 NU0343
 NU0343                          STATION DESCRIPTION
 NU0343
 NU0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NU0343'7.4 MI SW FROM DOWNEY.
 NU0343'12.8 MILES NORTHWEST OF MALAD CITY, 7.4 MILES SOUTHWEST ALONG U.S.
 NU0343'HIGHWAY 191 FROM THE RAILROAD DEPOT AT DOWNEY, 1.1 MILES NORTH OF
 NU0343'MALAD SUMMIT, 0.6 MILE NORTH OF THE BANNOCK-ONEIDA COUNTY LINE, 51
 NU0343'FEET EAST-SOUTHEAST OF THE CENTER OF THE FRONTAGE ROAD, 32 FEET
 NU0343'SOUTH-SOUTHWEST OF THE SOUTH END OF A GATE IN THE RIGHT-OF-WAY FENCE
 NU0343'LINE, 9 FEET NORTH OF A T FENCE CORNER, 1 FOOT WEST OF THE
 NU0343'RIGHT-OF-WAY FENCE LINE, AND 0.5 FOOT NORTH OF A METAL WITNESS POST
 NU0343'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0505 ***********************************************************************
 RZ0505  DESIGNATION -  GAGING STA
 RZ0505  PID         -  RZ0505
 RZ0505  STATE/COUNTY-  ID/LATAH
 RZ0505  USGS QUAD   -  JULIAETTA (1990)
 RZ0505
 RZ0505                         *CURRENT SURVEY CONTROL
 RZ0505  ___________________________________________________________________
 RZ0505* NAD 83(1986)-  46 36 45.     (N)    116 39 26.     (W)     SCALED    
 RZ0505* NAVD 88     -       366.206  (meters)    1201.46   (feet)  ADJUSTED  
 RZ0505  ___________________________________________________________________
 RZ0505  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 RZ0505  DYNAMIC HT  -         366.202 (meters)    1201.45  (feet)  COMP
 RZ0505  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 RZ0505
 RZ0505  VERT ORDER  -  SECOND    CLASS 0
 RZ0505
 RZ0505.The horizontal coordinates were scaled from a topographic map and have
 RZ0505.an estimated accuracy of +/- 6 seconds.
 RZ0505
 RZ0505.The orthometric height was determined by differential leveling
 RZ0505.and adjusted by the National Geodetic Survey in June 1991..
 RZ0505
 RZ0505.The geoid height was determined by GEOID03.
 RZ0505
 RZ0505.The dynamic height is computed by dividing the NAVD 88
 RZ0505.geopotential number by the normal gravity value computed on the
 RZ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0505.degrees latitude (g = 980.6199 gals.).
 RZ0505
 RZ0505.The modeled gravity was interpolated from observed gravity values.
 RZ0505
 RZ0505;                    North         East    Units  Estimated Accuracy
 RZ0505;SPC ID W     -   549,920.      730,510.      MT  (+/- 180 meters Scaled)
 RZ0505
 RZ0505                          SUPERSEDED SURVEY CONTROL
 RZ0505
 RZ0505  NGVD 29 (??/??/92)  365.168  (m)         1198.06   (f) ADJ UNCH    2 0
 RZ0505
 RZ0505.Superseded values are not recommended for survey control.
 RZ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0505.See file dsdata.txt to determine how the superseded data were derived.
 RZ0505
 RZ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM262621(NAD 83)
 RZ0505_MARKER: DD = SURVEY DISK
 RZ0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0505_SP_SET: PIERS
 RZ0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0505
 RZ0505  HISTORY     - Date     Condition        Report By
 RZ0505  HISTORY     - UNK      MONUMENTED       USGS
 RZ0505  HISTORY     - 1952     GOOD             NGS
 RZ0505
 RZ0505                          STATION DESCRIPTION
 RZ0505
 RZ0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0505'IN KENDRICK.
 RZ0505'AT KENDRICK, 0.5 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY
 RZ0505'FROM THE STATION, IN THE TOP OF THE EAST END OF THE CENTER ONE OF
 RZ0505'THREE CONCRETE PIERS OF THE BRIDGE OVER POTLATCH CREEK, 10 FEET EAST
 RZ0505'OF THE CENTER OF THE BRIDGE, AND 1.5 FEET LOWER THAN THE SURFACE OF
 RZ0505'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0068 ***********************************************************************
 OZ0068  DESIGNATION -  GAGING STATION RM
 OZ0068  PID         -  OZ0068
 OZ0068  STATE/COUNTY-  ID/BLAINE
 OZ0068  USGS QUAD   -  HAILEY (1967)
 OZ0068
 OZ0068                         *CURRENT SURVEY CONTROL
 OZ0068  ___________________________________________________________________
 OZ0068* NAD 83(1986)-  43 31 01.     (N)    114 19 17.     (W)     SCALED    
 OZ0068* NAVD 88     -      1617.060  (meters)    5305.30   (feet)  ADJUSTED  
 OZ0068  ___________________________________________________________________
 OZ0068  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 OZ0068  DYNAMIC HT  -        1616.118 (meters)    5302.21  (feet)  COMP
 OZ0068  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 OZ0068
 OZ0068  VERT ORDER  -  SECOND    CLASS 0
 OZ0068
 OZ0068.The horizontal coordinates were scaled from a topographic map and have
 OZ0068.an estimated accuracy of +/- 6 seconds.
 OZ0068
 OZ0068.The orthometric height was determined by differential leveling
 OZ0068.and adjusted by the National Geodetic Survey in June 1991..
 OZ0068
 OZ0068.The geoid height was determined by GEOID03.
 OZ0068
 OZ0068.The dynamic height is computed by dividing the NAVD 88
 OZ0068.geopotential number by the normal gravity value computed on the
 OZ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0068.degrees latitude (g = 980.6199 gals.).
 OZ0068
 OZ0068.The modeled gravity was interpolated from observed gravity values.
 OZ0068
 OZ0068;                    North         East    Units  Estimated Accuracy
 OZ0068;SPC ID C     -   205,580.      474,020.      MT  (+/- 180 meters Scaled)
 OZ0068
 OZ0068                          SUPERSEDED SURVEY CONTROL
 OZ0068
 OZ0068  NGVD 29 (??/??/92) 1615.928  (m)         5301.59   (f) ADJ UNCH    2 0
 OZ0068
 OZ0068.Superseded values are not recommended for survey control.
 OZ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0068.See file dsdata.txt to determine how the superseded data were derived.
 OZ0068
 OZ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ164217(NAD 83)
 OZ0068_MARKER: DD = SURVEY DISK
 OZ0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0068+STABILITY: SURFACE MOTION
 OZ0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OZ0068+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 OZ0068
 OZ0068  HISTORY     - Date     Condition        Report By
 OZ0068  HISTORY     - UNK      MONUMENTED       USGS
 OZ0068  HISTORY     - 1950     GOOD             NGS
 OZ0068  HISTORY     - 1967     MARK NOT FOUND   USGS
 OZ0068  HISTORY     - 20060914 GOOD             USGS
 OZ0068
 OZ0068                          STATION DESCRIPTION
 OZ0068
 OZ0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0068'0.6 MI SW FROM HAILEY.
 OZ0068'0.1 MILE NORTHWEST ALONG FIRST AVENUE FROM THE COUNTY COURTHOUSE AT
 OZ0068'HAILEY, THENCE 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 22, ON THE NORTH
 OZ0068'BANK OF BIG WOOD RIVER, AT A USGS GAGING STATION, ABOUT 25 YARDS
 OZ0068'SOUTHEAST OF A STEEL BRIDGE, 50 1/2 FEET SOUTH OF A POWER LINE POLE,
 OZ0068'27.4 FEET SOUTHEAST OF THE SOUTH CORNER OF THE CONCRETE GAGE HOUSE,
 OZ0068'ABOUT 15 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 OZ0068'POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 OZ0068
 OZ0068                          STATION RECOVERY (1967)
 OZ0068
 OZ0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OZ0068'MARK NOT FOUND.
 OZ0068
 OZ0068                          STATION RECOVERY (2006)
 OZ0068
 OZ0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0741 ***********************************************************************
 OZ0741  DESIGNATION -  GAGING STATION RM 1
 OZ0741  PID         -  OZ0741
 OZ0741  STATE/COUNTY-  ID/BOISE
 OZ0741  USGS QUAD   -  TWIN SPRINGS (1976)
 OZ0741
 OZ0741                         *CURRENT SURVEY CONTROL
 OZ0741  ___________________________________________________________________
 OZ0741* NAD 83(1986)-  43 39 21.     (N)    115 43 43.     (W)     SCALED    
 OZ0741* NAVD 88     -       997.063  (meters)    3271.20   (feet)  ADJUSTED  
 OZ0741  ___________________________________________________________________
 OZ0741  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 OZ0741  DYNAMIC HT  -         996.605 (meters)    3269.69  (feet)  COMP
 OZ0741  MODELED GRAV-     980,127.4   (mgal)                       NAVD 88
 OZ0741
 OZ0741  VERT ORDER  -  SECOND    CLASS 0
 OZ0741
 OZ0741.The horizontal coordinates were scaled from a topographic map and have
 OZ0741.an estimated accuracy of +/- 6 seconds.
 OZ0741
 OZ0741.The orthometric height was determined by differential leveling
 OZ0741.and adjusted by the National Geodetic Survey in June 1991..
 OZ0741
 OZ0741.The geoid height was determined by GEOID03.
 OZ0741
 OZ0741.The dynamic height is computed by dividing the NAVD 88
 OZ0741.geopotential number by the normal gravity value computed on the
 OZ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0741.degrees latitude (g = 980.6199 gals.).
 OZ0741
 OZ0741.The modeled gravity was interpolated from observed gravity values.
 OZ0741
 OZ0741;                    North         East    Units  Estimated Accuracy
 OZ0741;SPC ID W     -   220,950.      801,730.      MT  (+/- 180 meters Scaled)
 OZ0741
 OZ0741                          SUPERSEDED SURVEY CONTROL
 OZ0741
 OZ0741  NGVD 29 (??/??/92)  996.011  (m)         3267.75   (f) ADJ UNCH    2 0
 OZ0741
 OZ0741.Superseded values are not recommended for survey control.
 OZ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0741.See file dsdata.txt to determine how the superseded data were derived.
 OZ0741
 OZ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ025344(NAD 83)
 OZ0741_MARKER: DD = SURVEY DISK
 OZ0741_SETTING: 80 = SET IN A BOULDER
 OZ0741_SP_SET: BOULDER
 OZ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0741+STABILITY: SURFACE MOTION
 OZ0741
 OZ0741  HISTORY     - Date     Condition        Report By
 OZ0741  HISTORY     - UNK      MONUMENTED       USGS
 OZ0741  HISTORY     - 1950     GOOD             NGS
 OZ0741
 OZ0741                          STATION DESCRIPTION
 OZ0741
 OZ0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0741'3.3 MI SW FROM TWIN SPRINGS.
 OZ0741'3.3 MILES SOUTHWEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0741'POST OFFICE AT TWIN SPRINGS, 0.85 MILE NORTHEAST OF THE LAST CHANCE
 OZ0741'GROCERY STORE, IN THE TOP OF A LARGE BOULDER PARTLY COVERED BY THE
 OZ0741'ROAD GRADE, 54.8 FEET WEST OF THE WEST CORNER OF A CONCRETE GAGE
 OZ0741'HOUSE, 22 FEET NORTHWEST OF THE NORTHEAST ONE OF TWO 36-INCH PINE
 OZ0741'TREES, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1
 OZ0741'FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0751 ***********************************************************************
 OZ0751  DESIGNATION -  GAGING STATION RM 2
 OZ0751  PID         -  OZ0751
 OZ0751  STATE/COUNTY-  ID/ELMORE
 OZ0751  USGS QUAD   -  TWIN SPRINGS (1976)
 OZ0751
 OZ0751                         *CURRENT SURVEY CONTROL
 OZ0751  ___________________________________________________________________
 OZ0751* NAD 83(1986)-  43 42 49.     (N)    115 37 53.     (W)     SCALED    
 OZ0751* NAVD 88     -      1064.755  (meters)    3493.28   (feet)  ADJUSTED  
 OZ0751  ___________________________________________________________________
 OZ0751  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 OZ0751  DYNAMIC HT  -        1064.179 (meters)    3491.39  (feet)  COMP
 OZ0751  MODELED GRAV-     980,044.3   (mgal)                       NAVD 88
 OZ0751
 OZ0751  VERT ORDER  -  SECOND    CLASS 0
 OZ0751
 OZ0751.The horizontal coordinates were scaled from a topographic map and have
 OZ0751.an estimated accuracy of +/- 6 seconds.
 OZ0751
 OZ0751.The orthometric height was determined by differential leveling
 OZ0751.and adjusted by the National Geodetic Survey in June 1991..
 OZ0751
 OZ0751.The geoid height was determined by GEOID03.
 OZ0751
 OZ0751.The dynamic height is computed by dividing the NAVD 88
 OZ0751.geopotential number by the normal gravity value computed on the
 OZ0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0751.degrees latitude (g = 980.6199 gals.).
 OZ0751
 OZ0751.The modeled gravity was interpolated from observed gravity values.
 OZ0751
 OZ0751;                    North         East    Units  Estimated Accuracy
 OZ0751;SPC ID W     -   227,380.      809,560.      MT  (+/- 180 meters Scaled)
 OZ0751
 OZ0751                          SUPERSEDED SURVEY CONTROL
 OZ0751
 OZ0751  NGVD 29 (??/??/92) 1063.605  (m)         3489.51   (f) ADJ UNCH    2 0
 OZ0751
 OZ0751.Superseded values are not recommended for survey control.
 OZ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0751.See file dsdata.txt to determine how the superseded data were derived.
 OZ0751
 OZ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ102409(NAD 83)
 OZ0751_MARKER: DD = SURVEY DISK
 OZ0751_SETTING: 80 = SET IN A BOULDER
 OZ0751_SP_SET: BOULDER
 OZ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0751+STABILITY: SURFACE MOTION
 OZ0751
 OZ0751  HISTORY     - Date     Condition        Report By
 OZ0751  HISTORY     - UNK      MONUMENTED       USGS
 OZ0751  HISTORY     - 1950     GOOD             NGS
 OZ0751
 OZ0751                          STATION DESCRIPTION
 OZ0751
 OZ0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0751'5.8 MI NE FROM TWIN SPRINGS.
 OZ0751'5.8 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0751'POST OFFICE AT TWIN SPRINGS, 0.15 MILE NORTHEAST OF THE TROUTDALE
 OZ0751'GUARD STATION, 47 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 39.2
 OZ0751'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE GAGE HOUSE, 2.2
 OZ0751'FEET NORTH OF A TOWER SUPPORTING ONE END OF A CABLE CROSSING, ABOUT 4
 OZ0751'FEET LOWER THAN THE ROAD, AND IN THE TOP OF A BOULDER PROJECTING 0.8
 OZ0751'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0971 ***********************************************************************
 OZ0971  DESIGNATION -  GALENA
 OZ0971  PID         -  OZ0971
 OZ0971  STATE/COUNTY-  ID/BLAINE
 OZ0971  USGS QUAD   -  HORTON PEAK (1970)
 OZ0971
 OZ0971                         *CURRENT SURVEY CONTROL
 OZ0971  ___________________________________________________________________
 OZ0971* NAD 83(1992)-  43 52 45.42669(N)    114 42 38.49151(W)     ADJUSTED  
 OZ0971* NAVD 88     -      2813.3    (meters)    9230.     (feet)  VERTCON   
 OZ0971  ___________________________________________________________________
 OZ0971  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 OZ0971  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 OZ0971
 OZ0971  HORZ ORDER  -  SECOND
 OZ0971
 OZ0971.The horizontal coordinates were established by classical geodetic methods
 OZ0971.and adjusted by the National Geodetic Survey in July 1992..
 OZ0971
 OZ0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0971
 OZ0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0971
 OZ0971.The geoid height was determined by GEOID03.
 OZ0971
 OZ0971;                    North         East     Units Scale Factor Converg.
 OZ0971;SPC ID C     -   246,028.684   442,885.595   MT  0.99998748   -0 29 33.4
 OZ0971;UTM  11      - 4,861,012.952   683,916.943   MT  1.00001605   +1 35 14.1
 OZ0971
 OZ0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0971!SPC ID C     -   0.99956099  x   0.99998748  =   0.99954848
 OZ0971!UTM  11      -   0.99956099  x   1.00001605  =   0.99957704
 OZ0971
 OZ0971|---------------------------------------------------------------------|
 OZ0971| PID    Reference Object                     Distance      Geod. Az  |
 OZ0971|                                                           dddmmss.s |
 OZ0971| CD5117 GALENA RM 1                           7.923 METERS 03046     |
 OZ0971| OZ0968 KING                                APPROX. 9.6 KM 1230056.6 |
 OZ0971| CD5118 GALENA RM 2                          10.620 METERS 21350     |
 OZ0971|---------------------------------------------------------------------|
 OZ0971
 OZ0971                          SUPERSEDED SURVEY CONTROL
 OZ0971
 OZ0971  NAD 83(1986)-  43 52 45.42447(N)    114 42 38.48672(W) AD(       ) 2
 OZ0971  NAD 27      -  43 52 45.75385(N)    114 42 35.25932(W) AD(       ) 2
 OZ0971  NGVD 29 (07/19/86) 2811.8    (m)         9225.     (f) VERT ANG       
 OZ0971
 OZ0971.Superseded values are not recommended for survey control.
 OZ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0971.See file dsdata.txt to determine how the superseded data were derived.
 OZ0971
 OZ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ8391761013(NAD 83)
 OZ0971_MARKER: DD = SURVEY DISK
 OZ0971_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0971
 OZ0971  HISTORY     - Date     Condition        Report By
 OZ0971  HISTORY     - 1970     MONUMENTED       USGS
 OZ0971
 OZ0971                          STATION DESCRIPTION
 OZ0971
 OZ0971'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OZ0971'RM 1 TO RM 2 NOT MEASURED.
 OZ0971'
 OZ0971'LOCATED ABOUT 22 MI (AIRLINE) NW. OF KETCHUM.  ABOUT 8 MI ESE. OF
 OZ0971'ALTURAS LAKE.  ABOUT 0.5 MI N. OF GALENA SUMMIT.  LOCATED ON HIGHEST
 OZ0971'POINT OF SMALL ROCKY TOP.
 OZ0971'
 OZ0971'TO REACH FROM GALENA SUMMIT GO W. FOR 0.2 MI TO DIRT
 OZ0971'RD. N.  FOLLOW DIRT RD. N. FOR 0.7 MI TO END OF TRUCK TRAVEL.  PACK
 OZ0971'NE. UP RIDGE TO HIGHEST POINT AND STATION.  ABOUT A 10 MINUTE
 OZ0971'PACK.
 OZ0971'
 OZ0971'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED GALENA
 OZ0971'1970 CEMENTED IN ROCK OUTCROP.
 OZ0971'
 OZ0971'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 OZ0971'STAMPED NO 1 1970 CEMENTED IN ROCK OUTCROP 0.1 FT BELOW STATION
 OZ0971'MARK.
 OZ0971'
 OZ0971'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 OZ0971'STAMPED NO 2 1970 CEMENTED IN ROCK OUTCROP 2.5 FT ABOVE STATION
 OZ0971'MARK.
 OZ0971'
 OZ0971'CROSS ON 6-INCH DIAMETER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0663 ***********************************************************************
 QA0663  DESIGNATION -  GALLAGHER
 QA0663  PID         -  QA0663
 QA0663  STATE/COUNTY-  ID/BOISE
 QA0663  USGS QUAD   -  GRIMES PASS (1988)
 QA0663
 QA0663                         *CURRENT SURVEY CONTROL
 QA0663  ___________________________________________________________________
 QA0663* NAD 83(1992)-  44 06 21.42901(N)    115 47 07.82450(W)     ADJUSTED  
 QA0663* NAVD 88     -      1852.2    (meters)    6077.     (feet)  VERTCON   
 QA0663  ___________________________________________________________________
 QA0663  LAPLACE CORR-           7.99  (seconds)                    DEFLEC99
 QA0663  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 QA0663
 QA0663  HORZ ORDER  -  THIRD
 QA0663
 QA0663.The horizontal coordinates were established by classical geodetic methods
 QA0663.and adjusted by the National Geodetic Survey in July 1992..
 QA0663
 QA0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0663
 QA0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0663
 QA0663.The geoid height was determined by GEOID03.
 QA0663
 QA0663;                    North         East     Units Scale Factor Converg.
 QA0663;SPC ID W     -   270,964.117   797,157.397   MT  0.99993343   -0 01 29.0
 QA0663;UTM  11      - 4,884,357.884   597,197.706   MT  0.99971619   +0 50 43.2
 QA0663
 QA0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0663!SPC ID W     -   0.99971205  x   0.99993343  =   0.99964550
 QA0663!UTM  11      -   0.99971205  x   0.99971619  =   0.99942832
 QA0663
 QA0663:                Primary Azimuth Mark                     Grid Az
 QA0663:SPC ID W     -  5045                                     149 56 55.9
 QA0663:UTM  11      -  5045                                     149 04 43.7
 QA0663
 QA0663|---------------------------------------------------------------------|
 QA0663| PID    Reference Object                     Distance      Geod. Az  |
 QA0663|                                                           dddmmss.s |
 QA0663| QA0669 5045                                APPROX. 3.0 KM 1495526.9 |
 QA0663|---------------------------------------------------------------------|
 QA0663
 QA0663                          SUPERSEDED SURVEY CONTROL
 QA0663
 QA0663  NAD 83(1986)-  44 06 21.42889(N)    115 47 07.82140(W) AD(       ) 3
 QA0663  NGVD 29 (01/23/89) 1851.1    (m)         6073.     (f) VERT ANG       
 QA0663
 QA0663.Superseded values are not recommended for survey control.
 QA0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0663.See file dsdata.txt to determine how the superseded data were derived.
 QA0663
 QA0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ9719884358(NAD 83)
 QA0663_MARKER: DS = TRIANGULATION STATION DISK
 QA0663_SETTING: 0 = UNSPECIFIED SETTING
 QA0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0663
 QA0663  HISTORY     - Date     Condition        Report By
 QA0663  HISTORY     - 1933     MONUMENTED       USGS
 QA0663
 QA0663                          STATION DESCRIPTION
 QA0663
 QA0663'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0663'LOCATED ABOUT 2.0 MI. N. OF GALLAGHER RANGER STATION, ON SUMMIT OF
 QA0663'HILL AT HEAD OF GALLAGHER CREEK.
 QA0663'
 QA0663'REACHED BY HELICOPTER.
 QA0663'
 QA0663'TO REACH TAKE TRAIL THAT LEAVES RD. AT DANSKIN CREEK AND FOLLOW UP
 QA0663'RIDGE ON E. SIDE OF CREEK TO STATION.
 QA0663'
 QA0663'NOTE--A HIGHER POINT LIES ON SAME RIDGE ABOUT 1.5 MI. N.
 QA0663'
 QA0663'STATION MARK--STANDARD TABLET STAMPED---GALLAGHER 1933---, SET IN
 QA0663'ROCK FLUSH WITH GROUND UNDER A CAIRN.
 QA0663'
 QA0663'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 QA0663'---NO 1---, SET IN ROCK, 10.00 FT. FROM STATION MARK IN BEARING
 QA0663'S 53 DEGREES 38 MINUTES W.  (NOT FOUND IN 1972)
 QA0663'
 QA0663'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN 12 IN. FIR TREE, 57.04
 QA0663'FT. FROM STATION MARK IN BEARING N 11 DEG 11 MIN W.
 QA0663'(DISTURBED IN 1972.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4396 ***********************************************************************
 DG4396  DESIGNATION -  GALVIN
 DG4396  PID         -  DG4396
 DG4396  STATE/COUNTY-  ID/CANYON
 DG4396  USGS QUAD   -  MIDDLETON (1971)
 DG4396
 DG4396                         *CURRENT SURVEY CONTROL
 DG4396  ___________________________________________________________________
 DG4396* NAD 83(1986)-  43 42 38.     (N)    116 37 11.     (W)     SCALED    
 DG4396* NAVD 88     -       736.343  (meters)    2415.82   (feet)  ADJUSTED  
 DG4396  ___________________________________________________________________
 DG4396  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 DG4396  DYNAMIC HT  -         736.101 (meters)    2415.02  (feet)  COMP
 DG4396  MODELED GRAV-     980,265.8   (mgal)                       NAVD 88
 DG4396
 DG4396  VERT ORDER  -  SECOND    CLASS I
 DG4396
 DG4396.The horizontal coordinates were scaled from a topographic map and have
 DG4396.an estimated accuracy of +/- 6 seconds.
 DG4396
 DG4396.The orthometric height was determined by differential leveling
 DG4396.and adjusted by the National Geodetic Survey in November 2005..
 DG4396
 DG4396.The geoid height was determined by GEOID03.
 DG4396
 DG4396.The dynamic height is computed by dividing the NAVD 88
 DG4396.geopotential number by the normal gravity value computed on the
 DG4396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4396.degrees latitude (g = 980.6199 gals.).
 DG4396
 DG4396.The modeled gravity was interpolated from observed gravity values.
 DG4396
 DG4396;                    North         East    Units  Estimated Accuracy
 DG4396;SPC ID W     -   227,400.      729,910.      MT  (+/- 180 meters Scaled)
 DG4396
 DG4396                          SUPERSEDED SURVEY CONTROL
 DG4396
 DG4396.No superseded survey control is available for this station.
 DG4396
 DG4396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ306397(NAD 83)
 DG4396_MARKER: DV = VERTICAL CONTROL DISK
 DG4396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG4396_SP_SET: CULVERT WING WALL
 DG4396_STAMPING: GALVIN 2003
 DG4396_MARK LOGO: NGS   
 DG4396_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4396+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 DG4396
 DG4396  HISTORY     - Date     Condition        Report By
 DG4396  HISTORY     - 20031128 MONUMENTED       NGS
 DG4396
 DG4396                          STATION DESCRIPTION
 DG4396
 DG4396'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (CLS)
 DG4396'THE STATION IS LOCATED IN NORTH MIDDLETON, IN TOP OF THE SOUTHWEST
 DG4396'WING WALL OF THE OLD MIDDLETON ROAD CULVERT OVER MILL DITCH.
 DG4396'OWNERSHIP -- MIDDLETON IRRIGATION DISTRICT.  TO REACH THE STATION
 DG4396'FROM THE JUNCTION OF STATE HIGHWAY 44 AND MIDDLETON ROAD SOUTH IN
 DG4396'MIDDLETON, GO WEST ON HIGHWAY 44 FOR 0.16 KM (0.1 MI) TO THE
 DG4396'INTERSECTION OF NORTH DEWEY AVENUE.  TURN RIGHT, NORTH, ON NORTH
 DG4396'DEWEY AVENUE FOR 0.5 KM (0.3 MI) TO THE IRRIGATION DITCH ON THE TOP
 DG4396'OF A LOW RISE AND THE STATION ON THE LEFT. THE STATION IS A STANDARD
 DG4396'NGS DISK SET IN TOP OF THE SOUTHWEST CONCRETE WING WALL OF THE
 DG4396'CULVERT.  IT IS 8.2 M (26.9 FT) WEST FROM THE CENTER OF NORTH DEWEY
 DG4396'AVENUE, 7.5 M (24.6 FT) SOUTH FROM UTILITY POLE AT POWERLINE CROSSING
 DG4396'ROAD, 0.7 M (2.3 FT) EAST-SOUTHEAST FROM THE WEST-NORTHWEST END OF
 DG4396'THE WING WALL, AND ABOUT 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1185 ***********************************************************************
 PY1185  DESIGNATION -  GAME
 PY1185  PID         -  PY1185
 PY1185  STATE/COUNTY-  ID/FREMONT
 PY1185  USGS QUAD   -  SPLIT BUTTE (1965)
 PY1185
 PY1185                         *CURRENT SURVEY CONTROL
 PY1185  ___________________________________________________________________
 PY1185* NAD 83(1992)-  44 08 08.10018(N)    111 37 54.65189(W)     ADJUSTED  
 PY1185* NAVD 88     -      1661.7    (meters)    5452.     (feet)  VERTCON   
 PY1185  ___________________________________________________________________
 PY1185  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 PY1185  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 PY1185
 PY1185  HORZ ORDER  -  THIRD
 PY1185
 PY1185.The horizontal coordinates were established by classical geodetic methods
 PY1185.and adjusted by the National Geodetic Survey in July 1992..
 PY1185
 PY1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1185
 PY1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1185
 PY1185.The geoid height was determined by GEOID03.
 PY1185
 PY1185;                    North         East     Units Scale Factor Converg.
 PY1185;SPC ID E     -   274,398.647   242,795.752   MT  0.99996988   +0 22 20.8
 PY1185;UTM  12      - 4,887,126.037   449,457.639   MT  0.99963142   -0 26 24.0
 PY1185
 PY1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1185!SPC ID E     -   0.99974115  x   0.99996988  =   0.99971103
 PY1185!UTM  12      -   0.99974115  x   0.99963142  =   0.99937266
 PY1185
 PY1185:                Primary Azimuth Mark                     Grid Az
 PY1185:SPC ID E     -  DESERT                                   182 45 40.3
 PY1185:UTM  12      -  DESERT                                   183 34 25.1
 PY1185
 PY1185|---------------------------------------------------------------------|
 PY1185| PID    Reference Object                     Distance      Geod. Az  |
 PY1185|                                                           dddmmss.s |
 PY1185| PY1182 DESERT                              APPROX. 7.7 KM 1830801.1 |
 PY1185|---------------------------------------------------------------------|
 PY1185
 PY1185                          SUPERSEDED SURVEY CONTROL
 PY1185
 PY1185  NAD 83(1986)-  44 08 08.10017(N)    111 37 54.63666(W) AD(       ) 3
 PY1185  NAD 27      -  44 08 08.41456(N)    111 37 51.77562(W) AD(       ) 3
 PY1185  NGVD 29 (07/19/86) 1660.6    (m)         5448.     (f) VERT ANG       
 PY1185
 PY1185.Superseded values are not recommended for survey control.
 PY1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1185.See file dsdata.txt to determine how the superseded data were derived.
 PY1185
 PY1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP4945887126(NAD 83)
 PY1185_MARKER: DD = SURVEY DISK
 PY1185_SETTING: 80 = SET IN A BOULDER
 PY1185_SP_SET: PARTIALLY EXPOSED BOULDER
 PY1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1185+STABILITY: SURFACE MOTION
 PY1185
 PY1185  HISTORY     - Date     Condition        Report By
 PY1185  HISTORY     - 1964     MONUMENTED       USGS
 PY1185
 PY1185                          STATION DESCRIPTION
 PY1185
 PY1185'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 PY1185'LOCATED ABOUT 12 MI. (AIRLINE) NNE. OF ST. ANTHONY, AND ABOUT 10 MI.
 PY1185'WNW. OF ASHTON, IN DESERT AND SAGE COUNTRY, THE NE. END AND HIGHEST
 PY1185'POINT OF A SAND DUNE.  THERE IS A HEAVY GROWTH OF CHOKE-CHERRY ON
 PY1185'THE N. SLOPE OF THE SAND DUNE.
 PY1185'
 PY1185'STATION CAN BE REACHED FROM THE POST OFFICE AT ST. ANTHONY BY
 PY1185'PROCEEDING N. AND NE. ALONG U.S. HIGHWAYS 20 AND 191 FOR 4.2 MI.,
 PY1185'THENCE N. ALONG A GRAVEL RD. AND ACROSS THE HENRYS FORK OF THE SNAKE
 PY1185'RIVER FOR 0.8 MI. TO A T-RD. S., THENCE W. ALONG A GRAVEL RD. FOR
 PY1185'0.7 MI. TO A T-RD. E., THENCE N. ALONG A GRAVEL RD., LOCALLY KNOWN
 PY1185'AS THE SAND CREEK RD. FOR 10.6 MI.  AT THIS POINT A PROMINENT SAND
 PY1185'DUNE IS VISIBLE TO THE E.  LEAVE TRUCK AND PACK FOR 0.5 MI. E. TO
 PY1185'SAND DUNE AND STATION SITE.  SAND DUNE OVERLOOKS LOWER GROUND THAT
 PY1185'SLOPES GRADUALLY TO THE N.
 PY1185'
 PY1185'STATION MARK--STANDARD TABLET STAMPED---GAME 1964--- CEMENTED IN
 PY1185'BURIED LAVA ROCK 8 X 15-IN. AND 2-1/2 FT. DEEP.
 PY1185'
 PY1185'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 PY1185'---NO 1 1964--- CEMENTED IN BURIED LAVA ROCK, 39.71 FT. FROM STATION
 PY1185'MARK, N 82 DEG 25 MIN W.
 PY1185'
 PY1185'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 PY1185'---NO 2 1964--- CEMENTED IN BURIED LAVA ROCK, 154.52 FT. FROM
 PY1185'STATION MARK, S 04 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0865 ***********************************************************************
 OZ0865  DESIGNATION -  GANNETT
 OZ0865  PID         -  OZ0865
 OZ0865  STATE/COUNTY-  ID/BLAINE
 OZ0865  USGS QUAD   -  GANNETT (1979)
 OZ0865
 OZ0865                         *CURRENT SURVEY CONTROL
 OZ0865  ___________________________________________________________________
 OZ0865* NAD 83(1992)-  43 21 34.31378(N)    114 14 44.13922(W)     ADJUSTED  
 OZ0865* NAVD 88     -      1507.83   (+/-2cm)    4946.9    (feet)  VERTCON   
 OZ0865  ___________________________________________________________________
 OZ0865  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 OZ0865  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 OZ0865
 OZ0865  HORZ ORDER  -  THIRD
 OZ0865  VERT ORDER  -  THIRD ? (See Below)
 OZ0865
 OZ0865.The horizontal coordinates were established by classical geodetic methods
 OZ0865.and adjusted by the National Geodetic Survey in July 1992..
 OZ0865
 OZ0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0865.The vertical order pertains to the NGVD 29 superseded value.
 OZ0865
 OZ0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0865
 OZ0865.The geoid height was determined by GEOID03.
 OZ0865
 OZ0865;                    North         East     Units Scale Factor Converg.
 OZ0865;SPC ID C     -   188,068.360   480,092.211   MT  0.99995224   -0 10 07.0
 OZ0865;UTM  11      - 4,804,426.344   723,198.696   MT  1.00021285   +1 53 30.8
 OZ0865
 OZ0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0865!SPC ID C     -   0.99976570  x   0.99995224  =   0.99971795
 OZ0865!UTM  11      -   0.99976570  x   1.00021285  =   0.99997850
 OZ0865
 OZ0865:                Primary Azimuth Mark                     Grid Az
 OZ0865:SPC ID C     -  SHEEP                                    266 33 13.6
 OZ0865:UTM  11      -  SHEEP                                    264 29 35.8
 OZ0865
 OZ0865|---------------------------------------------------------------------|
 OZ0865| PID    Reference Object                     Distance      Geod. Az  |
 OZ0865|                                                           dddmmss.s |
 OZ0865| OZ0877 SHEEP                               APPROX. 8.1 KM 2662306.6 |
 OZ0865|---------------------------------------------------------------------|
 OZ0865
 OZ0865                          SUPERSEDED SURVEY CONTROL
 OZ0865
 OZ0865  NAD 83(1986)-  43 21 34.31133(N)    114 14 44.13443(W) AD(       ) 3
 OZ0865  NGVD 29 (01/23/89) 1506.78   (m)         4943.5    (f) LEVELING    3  
 OZ0865
 OZ0865.Superseded values are not recommended for survey control.
 OZ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0865.See file dsdata.txt to determine how the superseded data were derived.
 OZ0865
 OZ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ2319904426(NAD 83)
 OZ0865_MARKER: DD = SURVEY DISK
 OZ0865_SETTING: 0 = UNSPECIFIED SETTING
 OZ0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0865
 OZ0865  HISTORY     - Date     Condition        Report By
 OZ0865  HISTORY     - 1956     MONUMENTED       USGS
 OZ0865
 OZ0865                          STATION DESCRIPTION
 OZ0865
 OZ0865'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ0865'LOCATED ABOUT 3.5 MI. W. OF GANNETT, 160 FT. NE. OF FARM HOUSE AND
 OZ0865'23 FT. W. OF CENTER OF RD.
 OZ0865'
 OZ0865'TO REACH FROM GANNETT POST OFFICE, DRIVE NW. FOR 0.4 MI. ALONG STATE
 OZ0865'HIGHWAY 23, TAKE LEFT FORK 3 MI. TO CROSSROADS, TAKE S. FORK AND DRIVE
 OZ0865'0.6 MI. TO STATION.
 OZ0865'
 OZ0865'STATION MARK--STANDARD TABLET STAMPED---GANNETT 1956---, CEMENTED IN
 OZ0865'TOP OF CONCRETE POST.
 OZ0865'
 OZ0865'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---1
 OZ0865'GANNETT 1956---, CEMENTED IN TOP OF CONCRETE POST, 43.19 FT. FROM
 OZ0865'STATION MARK, N 02 DEG 34 MIN W.
 OZ0865'
 OZ0865'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---2
 OZ0865'GANNETT 1956---, CEMENTED IN TOP OF CONCRETE POST, 43.38 FT. FROM
 OZ0865'STATION MARK, N 65 DEG 52 MIN E.
 OZ0865'
 OZ0865'A QUARTER CORNER STAMPED---1/4 S6 S7 1940---, IS 11.8 FT. FROM
 OZ0865'STATION MARK, N 06 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0568 ***********************************************************************
 QZ0568  DESIGNATION -  GANT MOUNTAIN LOOKOUT CABIN
 QZ0568  PID         -  QZ0568
 QZ0568  STATE/COUNTY-  ID/LEMHI
 QZ0568  USGS QUAD   -  GANT MOUNTAIN (1989)
 QZ0568
 QZ0568                         *CURRENT SURVEY CONTROL
 QZ0568  ___________________________________________________________________
 QZ0568* NAD 83(1992)-  45 14 03.30437(N)    114 22 20.80294(W)     ADJUSTED  
 QZ0568* NAVD 88     -                                                        
 QZ0568  ___________________________________________________________________
 QZ0568  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 QZ0568  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 QZ0568
 QZ0568  HORZ ORDER  -  THIRD
 QZ0568
 QZ0568.The horizontal coordinates were established by classical geodetic methods
 QZ0568.and adjusted by the National Geodetic Survey in July 1992..
 QZ0568
 QZ0568
 QZ0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0568
 QZ0568.The geoid height was determined by GEOID03.
 QZ0568
 QZ0568;                    North         East     Units Scale Factor Converg.
 QZ0568;SPC ID C     -   396,410.763   470,755.316   MT  0.99995788   -0 15 52.0
 QZ0568;UTM  11      - 5,012,332.117   706,245.430   MT  1.00012305   +1 51 58.3
 QZ0568
 QZ0568                          SUPERSEDED SURVEY CONTROL
 QZ0568
 QZ0568  NAD 83(1986)-  45 14 03.30672(N)    114 22 20.81013(W) AD(       ) 4
 QZ0568  NAD 27      -  45 14 03.61000(N)    114 22 17.50000(W) AD(       ) 3
 QZ0568
 QZ0568.Superseded values are not recommended for survey control.
 QZ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0568.See file dsdata.txt to determine how the superseded data were derived.
 QZ0568
 QZ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL0624512332(NAD 83)
 QZ0568
 QZ0568  HISTORY     - Date     Condition        Report By
 QZ0568  HISTORY     - 1945     MONUMENTED       CGS
 QZ0568
 QZ0568                          STATION DESCRIPTION
 QZ0568
 QZ0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0568'STATION IS LOCATED ABOUT 11 MILES SSW OF SHOUP, 24 MILES W
 QZ0568'OF SALMON, ON THE SUMMIT OF GANT MOUNTAIN.  IT IS A WHITE
 QZ0568'FRAME BUILDING, ABOUT 20 FEET BY 20 FEET SQUARE WITH A PYRAMIDAL
 QZ0568'ROOF.  IT IS OWNED BY THE FOREST SERVICE AND OPERATED AS A
 QZ0568'FIRE LOOKOUT.  THE APEX OF THE ROOF WAS THE POINT OBSERVED UPON.
 QZ0568'
 QZ0568'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1151 ***********************************************************************
 NV1151  DESIGNATION -  GAP
 NV1151  PID         -  NV1151
 NV1151  STATE/COUNTY-  ID/ELMORE
 NV1151  USGS QUAD   -  HAMMETT (1992)
 NV1151
 NV1151                         *CURRENT SURVEY CONTROL
 NV1151  ___________________________________________________________________
 NV1151* NAD 83(1992)-  42 57 06.56237(N)    115 23 26.95650(W)     ADJUSTED  
 NV1151* NAVD 88     -       908.1    (meters)    2979.     (feet)  VERTCON   
 NV1151  ___________________________________________________________________
 NV1151  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 NV1151  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 NV1151
 NV1151  HORZ ORDER  -  THIRD
 NV1151
 NV1151.The horizontal coordinates were established by classical geodetic methods
 NV1151.and adjusted by the National Geodetic Survey in July 1992..
 NV1151
 NV1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1151
 NV1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1151
 NV1151.The geoid height was determined by GEOID03.
 NV1151
 NV1151;                    North         East     Units Scale Factor Converg.
 NV1151;SPC ID W     -   142,807.328   829,308.715   MT  0.99994390   +0 14 41.1
 NV1151;UTM  11      - 4,756,721.012   631,265.199   MT  0.99981197   +1 05 47.8
 NV1151
 NV1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1151!SPC ID W     -   0.99986010  x   0.99994390  =   0.99980401
 NV1151!UTM  11      -   0.99986010  x   0.99981197  =   0.99967210
 NV1151
 NV1151|---------------------------------------------------------------------|
 NV1151| PID    Reference Object                     Distance      Geod. Az  |
 NV1151|                                                           dddmmss.s |
 NV1151| CD5119 GAP RM 1                             12.208 METERS 07725     |
 NV1151| NV0482 J 73                                               0875516.9 |
 NV1151| NV1145 GLENNS FERRY MUNICIPAL TANK         APPROX. 7.6 KM 0930025.4 |
 NV1151| CD5120 GAP RM 2                              7.607 METERS 20229     |
 NV1151|---------------------------------------------------------------------|
 NV1151
 NV1151                          SUPERSEDED SURVEY CONTROL
 NV1151
 NV1151  NAD 83(1986)-  42 57 06.56208(N)    115 23 26.95356(W) AD(       ) 3
 NV1151  NAD 27      -  42 57 06.92700(N)    115 23 23.68700(W) AD(       ) 3
 NV1151  NGVD 29 (07/19/86)  907.3    (m)         2977.     (f) VERT ANG       
 NV1151
 NV1151.Superseded values are not recommended for survey control.
 NV1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1151.See file dsdata.txt to determine how the superseded data were derived.
 NV1151
 NV1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3126556721(NAD 83)
 NV1151_MARKER: Z = SEE DESCRIPTION
 NV1151_SETTING: 0 = UNSPECIFIED SETTING
 NV1151
 NV1151  HISTORY     - Date     Condition        Report By
 NV1151  HISTORY     - 1945     MONUMENTED       CGS
 NV1151
 NV1151                          STATION DESCRIPTION
 NV1151
 NV1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1151'STATION IS ABOUT 4.65 MILES W OF GLENNS FERRY, ABOUT 4 MILES
 NV1151'E OF HAMMETT, ON THE RIM OF THE SNAKE RIVER CANYON.  IT IS 144
 NV1151'FEET NE OF A SHARP OUTCROP IN THE RIM OF THE CANYON, 23 FEET
 NV1151'N OF THE RIM, AND AT THE EDGE OF VEGETATION.  MARK IS STAMPED
 NV1151'GAP 1945.
 NV1151'
 NV1151'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 NV1151'HOLES IN OUTCROPPING BEDROCK.  NO UNDERGROUND MARK WAS SET.
 NV1151'
 NV1151'REFERENCE MARK 1 IS 2 FEET N OF THE RIM OF THE CANYON, ABOUT
 NV1151'1-1/2 FEET LOWER IN ELEVATION THAN STATION MARK, AND IS STAMPED
 NV1151'GAP NO 1 1945.
 NV1151'
 NV1151'REFERENCE MARK 2 IS 2 FEET N OF THE RIM OF THE CANYON, AT
 NV1151'ABOUT THE SAME ELEVATION AS THE STATION MARK, AND IS STAMPED
 NV1151'GAP NO 2 1945.
 NV1151'
 NV1151'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN THE TOP OF A
 NV1151'ROUND CONCRETE POST PROJECTING ABOUT 6 INCHES AND IS STAMPED
 NV1151'B.M. J 73 1934.  IT IS 59 FEET SW OF A RAILROAD CROSSING
 NV1151'ON ROAD MENTIONED BELOW, 39 FEET S OF THE S RAIL OF RAILROAD,
 NV1151'AND 1 FOOT E OF A N-S FENCE LINE.
 NV1151'
 NV1151'TO REACH AZIMUTH MARK FROM THE N END OF THE SLICK BRIDGE,
 NV1151'FOLLOW ROAD E TOWARD U.S. HIGHWAY 30 FOR 0.5 MILE TO RAILROAD
 NV1151'CROSSING AND MARK ON THE LEFT (W) SIDE OF THE ROAD.
 NV1151'
 NV1151'TO REACH STATION FROM THE POST OFFICE IN GLENNS FERRY, FOLLOW
 NV1151'U.S. HIGHWAY 30 W TOWARD HAMMETT FOR 4.65 MILES TO A FENCE
 NV1151'CORNER ON THE RIGHT (N) SIDE OF THE ROAD AND END OF TRUCK
 NV1151'TRAVEL.  PACK NW FOR 0.4 MILE TO BREAK IN RIM OF CANYON, THEN
 NV1151'GO W FOR 150 YARDS TO THE STATION ALONG THE RIM OF THE CANYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1167 ***********************************************************************
 PY1167  DESIGNATION -  GAP
 PY1167  PID         -  PY1167
 PY1167  STATE/COUNTY-  ID/FREMONT
 PY1167  USGS QUAD   -  LAST CHANCE (1964)
 PY1167
 PY1167                         *CURRENT SURVEY CONTROL
 PY1167  ___________________________________________________________________
 PY1167* NAD 83(1992)-  44 18 15.06872(N)    111 24 51.91542(W)     ADJUSTED  
 PY1167* NAVD 88     -      1867.1    (meters)    6126.     (feet)  VERTCON   
 PY1167  ___________________________________________________________________
 PY1167  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 PY1167  GEOID HEIGHT-          -9.80  (meters)                     GEOID03
 PY1167
 PY1167  HORZ ORDER  -  SECOND
 PY1167
 PY1167.The horizontal coordinates were established by classical geodetic methods
 PY1167.and adjusted by the National Geodetic Survey in July 1992..
 PY1167
 PY1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1167
 PY1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1167
 PY1167.The geoid height was determined by GEOID03.
 PY1167
 PY1167;                    North         East     Units Scale Factor Converg.
 PY1167;SPC ID E     -   293,268.303   260,022.542   MT  0.99999166   +0 31 31.6
 PY1167;UTM  12      - 4,905,742.485   466,944.385   MT  0.99961344   -0 17 22.1
 PY1167
 PY1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1167!SPC ID E     -   0.99970887  x   0.99999166  =   0.99970053
 PY1167!UTM  12      -   0.99970887  x   0.99961344  =   0.99932242
 PY1167
 PY1167|---------------------------------------------------------------------|
 PY1167| PID    Reference Object                     Distance      Geod. Az  |
 PY1167|                                                           dddmmss.s |
 PY1167| CN3573 GAP RM 1                             12.470 METERS 02716     |
 PY1167| PY0734 CANYON                              APPROX. 3.7 KM 3190129.1 |
 PY1167| CN3574 GAP RM 2                              9.180 METERS 33521     |
 PY1167|---------------------------------------------------------------------|
 PY1167
 PY1167                          SUPERSEDED SURVEY CONTROL
 PY1167
 PY1167  NAD 83(1986)-  44 18 15.07610(N)    111 24 51.89484(W) AD(       ) 2
 PY1167  NAD 27      -  44 18 15.37600(N)    111 24 49.07800(W) AD(       ) 2
 PY1167  NGVD 29 (07/19/86) 1865.9    (m)         6122.     (f) VERT ANG       
 PY1167
 PY1167.Superseded values are not recommended for survey control.
 PY1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1167.See file dsdata.txt to determine how the superseded data were derived.
 PY1167
 PY1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ6694405742(NAD 83)
 PY1167_MARKER: DS = TRIANGULATION STATION DISK
 PY1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1167
 PY1167  HISTORY     - Date     Condition        Report By
 PY1167  HISTORY     - 1946     MONUMENTED       CGS
 PY1167
 PY1167                          STATION DESCRIPTION
 PY1167
 PY1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 PY1167'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ISLAND
 PY1167'PARK DAM, 2 MILES SOUTH OF THE JUNCTION OF HIGHWAY 191 AND THE
 PY1167'OSBOURNE BRIDGE ROAD, AND 1/2 MILE SOUTH OF AN OLD CCC CAMP
 PY1167'AT THE SOUTHEAST CORNER OF A RAIL FENCE.  IT IS A STANDARD
 PY1167'DISK STAMPED GAP 1946, SET IN THE TOP OF A 12 BY 12 INCH
 PY1167'CONCRETE POST PROJECTING ABOUT 4 INCHES.  THE MARK IS 75 FEET
 PY1167'WEST OF A NORTH AND SOUTH FENCE LINE, 82 FEET NORTHWEST OF THE
 PY1167'FENCE CORNER, 55 FEET EAST OF A ROCK PILE, AND 35 FEET NORTH
 PY1167'OF A EAST AND WEST FENCE LINE.
 PY1167'
 PY1167'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED GAP NO 1 1946,
 PY1167'SET IN BEDROCK FLUSH.  IT IS 54 FEET WEST OF THE NORTH AND
 PY1167'SOUTH FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 PY1167'
 PY1167'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED GAP NO 2 1946,
 PY1167'SET IN BEDROCK FLUSH.  IT IS 90 FEET WEST OF THE NORTH AND
 PY1167'SOUTH FENCE LINE, 64 FEET NORTH OF THE EAST AND WEST FENCE
 PY1167'LINE, AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 PY1167'
 PY1167'STATION CANYON WAS USED AS THE AZIMUTH MARK FOR THIS STATION.
 PY1167'FOR TO REACH SEE STATION DESCRIPTION CARD OF STATION CANYON.
 PY1167'
 PY1167'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ASHTON BY
 PY1167'GOING EAST AND NORTH ON U.S. HIGHWAY 191 FOR 26.2 MILES TO A
 PY1167'T ROAD TO THE LEFT (WEST), (THIS IS 1.9 MILES SOUTH OF THE
 PY1167'JUNCTION OF U.S. HIGHWAY 191 AND THE OSBOURNE BRIDGE ROAD, OR
 PY1167'1/2 MILE SOUTH OF A BEND IN U.S. HIGHWAY TO THE WEST.) TURN
 PY1167'LEFT (WEST) AND GO 0.2 MILE TO A TRACK ROAD TO THE LEFT (SOUTH).
 PY1167'TURN SOUTH AND GO 0.3 MILE TO THE SOUTHEAST CORNER OF A RAIL
 PY1167'FENCE AND THE STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1843 ***********************************************************************
 RZ1843  DESIGNATION -  GAP FILLER INSTALLA RADAR TWR
 RZ1843  PID         -  RZ1843
 RZ1843  STATE/COUNTY-  ID/NEZ PERCE
 RZ1843  USGS QUAD   -  LEWISTON ORCHARDS SOUTH (1972)
 RZ1843
 RZ1843                         *CURRENT SURVEY CONTROL
 RZ1843  ___________________________________________________________________
 RZ1843* NAD 83(1992)-  46 17 30.23200(N)    116 53 01.43553(W)     ADJUSTED  
 RZ1843* NAVD 88     -                                                        
 RZ1843  ___________________________________________________________________
 RZ1843  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 RZ1843  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 RZ1843
 RZ1843  HORZ ORDER  -  THIRD
 RZ1843
 RZ1843.The horizontal coordinates were established by classical geodetic methods
 RZ1843.and adjusted by the National Geodetic Survey in July 1992..
 RZ1843
 RZ1843
 RZ1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1843
 RZ1843.The geoid height was determined by GEOID03.
 RZ1843
 RZ1843;                    North         East     Units Scale Factor Converg.
 RZ1843;SPC ID W     -   514,490.044   712,646.140   MT  1.00002710   -0 49 10.5
 RZ1843;SPC WA S     -   112,911.503   778,534.418   MT  0.99992764   +2 37 36.6
 RZ1843;SPC WA S     -   370,443.82  2,554,241.67   sFT  0.99992764   +2 37 36.6
 RZ1843;UTM  11      - 5,126,468.218   508,955.461   MT  0.99960099   +0 05 02.6
 RZ1843
 RZ1843                          SUPERSEDED SURVEY CONTROL
 RZ1843
 RZ1843  NAD 83(1991)-  46 17 30.23070(N)    116 53 01.43211(W) AD(       ) 4
 RZ1843  NAD 83(1986)-  46 17 30.23890(N)    116 53 01.43215(W) AD(       ) 4
 RZ1843  NAD 27      -  46 17 30.65200(N)    116 52 57.89600(W) AD(       ) 3
 RZ1843
 RZ1843.Superseded values are not recommended for survey control.
 RZ1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1843.See file dsdata.txt to determine how the superseded data were derived.
 RZ1843
 RZ1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0895526468(NAD 83)
 RZ1843
 RZ1843  HISTORY     - Date     Condition        Report By
 RZ1843  HISTORY     - 1959     MONUMENTED       CGS
 RZ1843
 RZ1843                          STATION DESCRIPTION
 RZ1843
 RZ1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1843'THE STATION IS THE TOP CENTER OF THE REVOLVING SCREEN AT
 RZ1843'THE APEX OF THE TOWER.  IT IS SUPPORTED BY FOUR ANGLE STEEL
 RZ1843'LEGS, UNPAINTED, WITH AN OVERALL HEIGHT OF 75 FEET.  THERE ARE
 RZ1843'STEADY RED LIGHTS ON THE EAST AND WEST SIDES OF THE TOWER.
 RZ1843'IT IS LOCATED ABOUT 22 MILES NORTHWEST OF COTTONWOOD AND 19
 RZ1843'MILES SOUTHEAST OF LEWISTON, NEAR THE EAST EDGE OF NEZ PERCE
 RZ1843'COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1283 ***********************************************************************
 QB1283  DESIGNATION -  GARDEN
 QB1283  PID         -  QB1283
 QB1283  STATE/COUNTY-  ID/BOISE
 QB1283  USGS QUAD   -  PACKER JOHN MOUNTAIN (1985)
 QB1283
 QB1283                         *CURRENT SURVEY CONTROL
 QB1283  ___________________________________________________________________
 QB1283* NAD 83(1992)-  44 07 53.24268(N)    116 02 14.58483(W)     ADJUSTED  
 QB1283* NAVD 88     -      2136.9    (meters)    7011.     (feet)  VERTCON   
 QB1283  ___________________________________________________________________
 QB1283  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 QB1283  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 QB1283
 QB1283  HORZ ORDER  -  FIRST
 QB1283
 QB1283.The horizontal coordinates were established by classical geodetic methods
 QB1283.and adjusted by the National Geodetic Survey in July 1992..
 QB1283
 QB1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1283
 QB1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1283
 QB1283.The geoid height was determined by GEOID03.
 QB1283
 QB1283;                    North         East     Units Scale Factor Converg.
 QB1283;SPC ID W     -   273,837.318   777,002.453   MT  0.99993984   -0 12 00.4
 QB1283;UTM  11      - 4,886,924.023   577,006.339   MT  0.99967293   +0 40 13.1
 QB1283
 QB1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1283!SPC ID W     -   0.99966750  x   0.99993984  =   0.99960736
 QB1283!UTM  11      -   0.99966750  x   0.99967293  =   0.99934054
 QB1283
 QB1283|---------------------------------------------------------------------|
 QB1283| PID    Reference Object                     Distance      Geod. Az  |
 QB1283|                                                           dddmmss.s |
 QB1283| CD5122 GARDEN RM 1                           4.616 METERS 07027     |
 QB1283| CD5123 GARDEN RM 2                           3.596 METERS 27739     |
 QB1283| CD5121 GARDEN AZ MK                                       2933419.0 |
 QB1283|---------------------------------------------------------------------|
 QB1283
 QB1283                          SUPERSEDED SURVEY CONTROL
 QB1283
 QB1283  NAD 83(1986)-  44 07 53.24258(N)    116 02 14.58192(W) AD(       ) 1
 QB1283  NAD 27      -  44 07 53.62102(N)    116 02 11.13600(W) AD(       ) 1
 QB1283  NGVD 29 (07/19/86) 2135.8    (m)         7007.     (f) VERT ANG       
 QB1283
 QB1283.Superseded values are not recommended for survey control.
 QB1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1283.See file dsdata.txt to determine how the superseded data were derived.
 QB1283
 QB1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7700686924(NAD 83)
 QB1283_MARKER: DS = TRIANGULATION STATION DISK
 QB1283_SETTING: 66 = SET IN ROCK OUTCROP
 QB1283_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 QB1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1283
 QB1283  HISTORY     - Date     Condition        Report By
 QB1283  HISTORY     - 1933     MONUMENTED       USGS
 QB1283  HISTORY     - 1952     GOOD             USGS
 QB1283  HISTORY     - 1959     GOOD             CGS
 QB1283  HISTORY     - 1982     GOOD             NGS
 QB1283
 QB1283                          STATION DESCRIPTION
 QB1283
 QB1283'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QB1283'NOTE BY USGS, 1952--STATION WAS FOUND AS DESCRIBED.  ALL MARKS WERE IN
 QB1283'GOOD CONDITION.  ORIGINAL DESCRIBED ROUTE TO STATION IS OBSOLETE, NEW
 QB1283'ROUTE AS FOLLOWS
 QB1283'
 QB1283'TO REACH FROM BANKS, DRIVE N. ON STATE HIGHWAY 15 2.2 MI. TO DIRT RD.
 QB1283'FORK NE., FOLLOW THIS MAIN TRAVELED LOGGING RD. TO SUMMIT OF RIDGE,
 QB1283'FOLLOW LOGGING RD. S. TO SMALL TIMBERED TOP AND END OF RD.  PACK SE.
 QB1283'ABOUT 1.0 MI. TO HIGHER TOP AND STATION.
 QB1283'
 QB1283'STATION MARK--STANDARD TABLET STAMPED---GARDEN---, CEMENTED IN ROCK.
 QB1283'
 QB1283'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, NOT STAMPED,
 QB1283'CEMENTED IN ROCK, 11.8 FT. FROM STATION MARK 82 DEGREES 23 MINUTES NW.
 QB1283'
 QB1283'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, NOT STAMPED,
 QB1283'CEMENTED IN ROCK, 15.2 FT. FROM STATION MARK 70 DEGREES 25 MINUTES SW.
 QB1283'
 QB1283'STATION MARK--A U.S. GEOLOGICAL SURVEY DISK STAMPED---GARDEN---,
 QB1283'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 4 FT. BY 1 FT.
 QB1283'AND PROJECTS ABOUT 1 FT. ABOVE THE GROUND.
 QB1283
 QB1283                          STATION RECOVERY (1959)
 QB1283
 QB1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QB1283'THE STATION IS LOCATED, AIRLINE, ABOUT 5-1/2 MILES NORTHEAST
 QB1283'OF BANKS, ABOUT 4 MILES NORTHWEST OF CROUCH.  IT IS ON THE MOST
 QB1283'SOUTHERLY GROUP OF HILLS OF THE NORTH FORK RANGE AND IS ON
 QB1283'THE NORTHERLY AND MORE TIMBERED ONE OF TWO HILLS THAT ARE
 QB1283'ABOUT EQUAL HEIGHT.
 QB1283'
 QB1283'TO REACH FROM THE COUGAR MOUNTAIN LODGE AT SMITHS FERRY, CROSS
 QB1283'THE BRIDGE AND GO EAST ON A DIRT ROAD FOR 0.6 MILE TO A FORK.
 QB1283'TAKE THE RIGHT FORK, CROSSING A CATTLE GUARD BY A SIGN PACKER
 QB1283'JOHN ROAD, AND GO SOUTHERLY FOR 1.85 MILES TO A FORK.  TAKE
 QB1283'THE RIGHT FORK FOR 1.85 MILES TO A FORK AND A SIGN PACKER JOHN
 QB1283'ROAD.  TAKE THE LEFT FORK AND CONTINUE SOUTHERLY FOR 0.8 MILE
 QB1283'TO A FORK AND A SIGN PACKER JOHN ROAD.  TAKE THE RIGHT FORK
 QB1283'AND GO 1.6 MILES, FOLLOWING A TELEPHONE LINE, FOR 1.3 MILES TO
 QB1283'A FORK ON THE TOP OF THE RIDGE, LEFT FORK GOES TO PACKER JOHN
 QB1283'LOOKOUT HOUSE, KEEP THE RIGHT FORK, SOUTHERLY, AND GO FOR
 QB1283'3.4 MILES TO A FORK AT A SIGN CROUCH-HOWELL CR.  KEEP THE
 QB1283'LEFT FORK AND GO 1.3 MILES TO A FORK, KEEP THE LEFT FORK,
 QB1283'STRAIGHT AHEAD, FOR 0.05 MILE TO A FORK AT A LOG WITH A
 QB1283'SIGN LOOP LEFT-CROUCH RIGHT.  KEEP THE RIGHT FORK,
 QB1283'STRAIGHT AHEAD, AND GO 2.0 MILES TO A FORK AT A SIGN
 QB1283'PACKER JOHN ON THE RIGHT.  TURN RIGHT AND GO 0.5 MILE
 QB1283'TO A FORK.  KEEP THE RIGHT FORK, STRAIGHT AHEAD, AND
 QB1283'GO 0.2 MILE TO A FORK.  TURN RIGHT, UPGRADE, AND GO
 QB1283'0.5 MILE TO A FORK.  KEEP THE RIGHT FORK AND GO 0.6 MILE
 QB1283'TO A REVERSE-Y FORK ON THE LEFT.  TURN SHARP LEFT AND GO
 QB1283'1.3 MILES TO A FORK AT A PILE OF PLANKS ON THE RIGHT,
 QB1283'CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO A REVERSE FORK ON
 QB1283'THE LEFT AT A CURVE.  TURN SHARP LEFT AND GO 0.25 MILE TO A
 QB1283'FORK AT A SADDLE, TURN RIGHT ON A LOGGING ROAD AND GO
 QB1283'0.55 MILE TO A JEEP TRAIL ON THE LEFT.  TURN LEFT AND
 QB1283'FOLLOW THE JEEP TRAIL THROUGH THE TREES TO A BLADED TRAIL
 QB1283'AND FOLLOW IT EASTERLY FOR 1.55 MILES TO THE HIGHEST POINT AND
 QB1283'THE STATION.  NOTE--THIS IS A 4-WHEEL DRIVE.
 QB1283'
 QB1283'THE STATION MARK, STAMPED GARDEN, IS A U.S. GEOLOGICAL SURVEY
 QB1283'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 4
 QB1283'FEET BY 1 FOOT AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 QB1283'
 QB1283'REFERENCE MARK NUMBER ONE IS AN UNSTAMPED U.S. GEOLOGICAL
 QB1283'SURVEY DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS
 QB1283'ABOUT 4 FEET BY 1-1/2 FEET AND PROJECTS ABOUT 1 FOOT ABOVE THE
 QB1283'GROUND.  IT IS AT THE SAME ELEVATION AS THE STATION.
 QB1283'
 QB1283'REFERENCE MARK NUMBER TWO IS AN UNSTAMPED U.S. GEOLOGICAL
 QB1283'SURVEY DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS
 QB1283'ABOUT 3 FEET BY 1 FOOT AND PROJECTS ABOUT 8-INCHES ABOVE THE
 QB1283'GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 QB1283'
 QB1283'THE AZIMUTH MARK, STAMPED GARDEN USGS 1959, IS A STANDARD
 QB1283'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 4 FEET
 QB1283'BY 3 FEET AND PROJECTS ABOUT 2 FEET ABOVE THE GROUND.  TO REACH
 QB1283'FROM THE STATION, PACK NORTHWESTERLY DOWN THE HILL TO THE FIRST
 QB1283'BENCH AND A GROUP OF BOULDERS AND THE AZIMUTH MARK.
 QB1283
 QB1283                          STATION RECOVERY (1982)
 QB1283
 QB1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 QB1283'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 QB1283'THE STATION WAS REACHED BY A HELICOPTER AND THE AZIMUTH MARK WAS
 QB1283'NOT RECOVERED OR VISITED AT THIS TIME.  THE DIRECTION TO  REFERENCE
 QB1283'MARK 1 CHECKED THE OLD DATA FAVORABLY.  THE DIRECTION TO
 QB1283'REFERENCE MARK 2 DID NOT CHECK BY 6 MINUTES AND 24 SECONDS.  THE
 QB1283'DISTANCE TO THE REFERENCE MARKS DID NOT CHECK.  THE DISTANCE TO
 QB1283'THE REFERENCE MARKS WERE MADE TO THE CENTER OF THE ARROW.  IF
 QB1283'TRANSPOSED, THE DISTANCE TO THE REFERENCE MARKS DID NOT CHECK BY
 QB1283'0.156 METER LONGER TO REFERENCE MARK 1 AND 0.025 METER LONGER TO
 QB1283'REFERENCE MARK 2.  THE SIDE-ANGLE-SIDE CHECKS.  THE OLD DATA
 QB1283'SIDE-ANGLE-SIDE DOES NOT CHECK.  THE TO REACH COULD NOT BE
 QB1283'FOLLOWED AT THIS TIME OF YEAR.  A NEW DESCRIPTION FOLLOWS.
 QB1283'
 QB1283'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) SOUTH-SOUTHEAST OF
 QB1283'SMITH FERRY, 11.2 KM (7 MI) NORTHEAST OF BANKS AND 6.4 KM (4 MI)
 QB1283'NORTHWEST OF CROUCH.
 QB1283'OWNERSHIP--U.S. DEPARTMENT OF AGRICULURE, BOISE NATIONAL FOREST,
 QB1283'U.S. FOREST SERVICE SERVICE, GARDEN VALLEY, ID 83622,
 QB1283'TELEPHONE 208-467-3741.
 QB1283'
 QB1283'TO REACH THE STATION FROM THE POST OFFICE AT GARDEN VALLEY, GO
 QB1283'WESTERLY ON A PAVED ROAD FOR 3.4 KM (2.1 MI) TO A SIDE ROAD RIGHT
 QB1283'JUST AFTER CROSSING A BRIDGE. TURN RIGHT AND FOLLOW A PAVED ROAD
 QB1283'ALONG THE WEST SIDE OF THE MIDDLE FORK OF THE PAYETTE RIVER, FOR
 QB1283'1.4 KM (0.85 MI) TO A T-ROAD IN CROUCH. TURN LEFT AND GO
 QB1283'NORTHWESTERLY ON A PAVED ROAD FOR 4.4 KM (2.7 MI) TO THE END
 QB1283'OF PAVEMENT, CONTINUE ON A GRAVEL ROAD FOR 4.4 KM (2.65 MI) TO A
 QB1283'SIDE ROAD LEFT, (SCRIVER CREEK ROAD AND A SIGN PINE TREE RANCH
 QB1283'OFFICE 1/4 MILE). TURN LEFT AND GO WESTERLY FOR 9.1 KM (5.65 MI)
 QB1283'TO A SIDE ROAD LEFT.  TURN LEFT AND GO UPHILL 0.1 KM (0.05 MI)
 QB1283'TO A PIPE GATE, CONTINIUE UPHILL FOR 10.5 KM (6.55 MI) TO
 QB1283'ANOTHER PIPE GATE, CONTINUE 0.1 KM (0.05 MI) TO A 5-ROAD JUNCTION.
 QB1283'TAKE THE THIRD ROAD FROM THE LEFT AND GO UP A STEEP INCLINE FOR
 QB1283'0.4 KM (0.25 MI) TO A T-ROAD.  TURN LEFT AND GO 0.7 KM (0.45 MI)
 QB1283'TO A FORK OR SIDE ROAD LEFT, CONTINUE AHEAD FOR 1.0 KM (0.6 MI)
 QB1283'TO A SIDE ROAD LEFT, CONTINUE ON THE MAIN ROAD FOR 0.6 KM
 QB1283'(0.4 MI) TO A REVERSE FORK.  TURN SHARP LEFT AND FOLLOW A NARROW
 QB1283'MOUNTAIN ROAD FOR 4.5 KM (2.8 MI) TO A STEEPER GRADE. (FROM THIS
 QB1283'POINT, (IF WET OR OUT-OF-SEASON CHAINS WILL BE NEEDED TO COME DOWN
 QB1283'AS WELL AS GO UP.) CONTINUE UPHILL FOR ABOUT 2.4 KM (1.5 MI) TO
 QB1283'THE FIRST OPEN HILL AND THE STATION ON TOP.
 QB1283'
 QB1283'THE STATION IS A STANDARD USGS DISK
 QB1283'STAMPED---GARDEN---,
 QB1283'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 QB1283'7.07 METERS (23.2 FT) WEST FROM A 7-INCH PINE TREE.
 QB1283'
 QB1283'REFERENCE MARK NUMBER 01 IS A STANDARD USGS REFERENCE MARK DISK
 QB1283'STAMPED------,(NOT STAMPED)
 QB1283'SET INTO THE TOP OF A BOULDER OF 1 METERS
 QB1283'LARGEST DIMENSION.  IT IS LOCATED
 QB1283'3.54 METERS (11.6 FT) WEST-NORTHWEST FROM THE PINE TREE.
 QB1283'MARK IS LEVEL WITH STATION.
 QB1283'
 QB1283'REFERENCE MARK NUMBER 02 IS A STANDARD USGS REFERENCE MARK DISK
 QB1283'STAMPED------,(NOT STAMPED)
 QB1283'SET INTO THE TOP OF A BOULDER OF 1 METERS
 QB1283'LARGEST DIMENSION.  IT IS LOCATED
 QB1283'10.67 METERS (35.0 FT) WEST FROM THE PINE TREE.
 QB1283'MARK IS BELOW STATION 0.3 METERS.
 QB1283'
 QB1283'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0829 ***********************************************************************
 OY0829  DESIGNATION -  GARDEN
 OY0829  PID         -  OY0829
 OY0829  STATE/COUNTY-  ID/BINGHAM
 OY0829  USGS QUAD   -  HIGHAM PEAK (1951)
 OY0829
 OY0829                         *CURRENT SURVEY CONTROL
 OY0829  ___________________________________________________________________
 OY0829* NAD 83(1992)-  43 13 02.78845(N)    112 05 26.18719(W)     ADJUSTED  
 OY0829* NAVD 88     -      1763.34   (+/-2cm)    5785.2    (feet)  VERTCON   
 OY0829  ___________________________________________________________________
 OY0829  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 OY0829  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 OY0829
 OY0829  HORZ ORDER  -  FIRST
 OY0829  VERT ORDER  -  THIRD ? (See Below)
 OY0829
 OY0829.The horizontal coordinates were established by classical geodetic methods
 OY0829.and adjusted by the National Geodetic Survey in July 1992..
 OY0829
 OY0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0829.The vertical order pertains to the NGVD 29 superseded value.
 OY0829
 OY0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0829
 OY0829.The geoid height was determined by GEOID03.
 OY0829
 OY0829;                    North         East     Units Scale Factor Converg.
 OY0829;SPC ID E     -   172,256.699   206,179.694   MT  0.99994784   +0 03 07.5
 OY0829;UTM  12      - 4,785,539.063   411,420.138   MT  0.99969652   -0 44 48.7
 OY0829
 OY0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0829!SPC ID E     -   0.99972541  x   0.99994784  =   0.99967327
 OY0829!UTM  12      -   0.99972541  x   0.99969652  =   0.99942202
 OY0829
 OY0829|---------------------------------------------------------------------|
 OY0829| PID    Reference Object                     Distance      Geod. Az  |
 OY0829|                                                           dddmmss.s |
 OY0829| CN3577 GARDEN RM 2                          21.638 METERS 07406     |
 OY0829| OY0830 INDIAN ALLOTMENT IRON PIPE           74.621 METERS 24655     |
 OY0829| OY0842 BLACKFOOT IDAHO SUGAR CO STACK      APPROX.19.7 KM 2650718.3 |
 OY0829| CN3575 GARDEN AZ MK                                       3183423.7 |
 OY0829| OY0827 FIRTH TANK                          APPROX.12.4 KM 3231914.1 |
 OY0829| CN3576 GARDEN RM 1                          20.355 METERS 33229     |
 OY0829| OY0826 AIRWAY BCN 18 4 MI N OF FIRTH       APPROX.17.7 KM 3330827.8 |
 OY0829| OY0820 SHELLEY IDAHO SUGAR CO STACK        APPROX.16.7 KM 3520805.1 |
 OY0829|---------------------------------------------------------------------|
 OY0829
 OY0829                          SUPERSEDED SURVEY CONTROL
 OY0829
 OY0829  NAD 83(1986)-  43 13 02.78139(N)    112 05 26.17420(W) AD(       ) 1
 OY0829  NAD 27      -  43 13 03.07600(N)    112 05 23.27800(W) AD(       ) 1
 OY0829  NGVD 29 (07/19/86) 1762.21   (m)         5781.5    (f) LEVELING    3  
 OY0829
 OY0829.Superseded values are not recommended for survey control.
 OY0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0829.See file dsdata.txt to determine how the superseded data were derived.
 OY0829
 OY0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN1142085539(NAD 83)
 OY0829_MARKER: Z = SEE DESCRIPTION
 OY0829_SETTING: 66 = SET IN ROCK OUTCROP
 OY0829_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OY0829
 OY0829  HISTORY     - Date     Condition        Report By
 OY0829  HISTORY     - 1936     MONUMENTED       CGS
 OY0829  HISTORY     - 1947     GOOD             USGS
 OY0829
 OY0829                          STATION DESCRIPTION
 OY0829
 OY0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 OY0829'STATION IS LOCATED ON THE W SIDE OF THE FIRST PLATEAU ABOVE
 OY0829'BLACKFOOT RIVER.  ABOUT 5 MILES N OF HIGHAM PEAK.  ABOUT 14
 OY0829'MILES ENE OF THE TOWN OF BLACKFOOT AND IS CENTER OF SECTION 26,
 OY0829'T 2 S, R 37 E, AND IS 244.82 FEET N OF INDIAN ALLOTMENT POST
 OY0829'NO. 26 ON THE TOP OF A BARREN ROCKY HILL.
 OY0829'
 OY0829'STATION AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 OY0829'DRILL HOLES IN OUTCROPPING BEDROCK.
 OY0829'
 OY0829'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 OY0829'DESCRIBED IN NOTE 11A.
 OY0829'
 OY0829'AZIMUTH MARK IS 450 YARDS NNW ON A SMALL KNOB AND IS ABOUT 200
 OY0829'FEET W OF WHERE ROAD TOPS OUT HILL ENROUTE TO STATION.
 OY0829'
 OY0829'STATION IS REACHED FROM JUNCTION OF U.S. HIGHWAY 91 AND STATE
 OY0829'HIGHWAY 27, BY GOING NE ON U.S. HIGHWAY 91 FOR 6.4 MILES, OR
 OY0829'FOR 0.7 MILE AFTER PASSING WAPELLO RAILROAD STATION, TURN 45 DEG
 OY0829'RIGHT AND GO E ON GRAVEL ROAD FOR 4.5 MILES, THEN TURN N FOR
 OY0829'0.5 MILE, THEN GO E FOR 0.7 MILE, CROSS CANAL AND TAKE MAIN RIGHT
 OY0829'FORK FOR 1.25 MILES OR 0.5 MILE AFTER CROSSING BLACKFOOT RIVER,
 OY0829'THEN TURN LEFT AND GO 0.5 MILE, THEN TAKE RIGHT FORK AND FOLLOW
 OY0829'ROAD THAT GOES SE UP HILL FOR 2.7 MILES.  THEN TAKE RIGHT FORK
 OY0829'FOR 0.3 MILE TO ALLOTMENT STAKE.  TURN LEFT AND GO 200 FEET
 OY0829'TO STATION.
 OY0829
 OY0829                          STATION RECOVERY (1947)
 OY0829
 OY0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 OY0829'STATION MARK--STANDARD BRONZE DISK WEDGED IN DRILL HOLE IN
 OY0829'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0645 ***********************************************************************
 QZ0645  DESIGNATION -  GARDNER
 QZ0645  PID         -  QZ0645
 QZ0645  STATE/COUNTY-  ID/IDAHO
 QZ0645  USGS QUAD   -  GARDINER PEAK (1991)
 QZ0645
 QZ0645                         *CURRENT SURVEY CONTROL
 QZ0645  ___________________________________________________________________
 QZ0645* NAD 83(1992)-  45 58 11.79021(N)    114 45 59.59701(W)     ADJUSTED  
 QZ0645* NAVD 88     -      2012.0    (meters)    6601.     (feet)  VERTCON   
 QZ0645  ___________________________________________________________________
 QZ0645  LAPLACE CORR-          13.69  (seconds)                    DEFLEC99
 QZ0645  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 QZ0645
 QZ0645  HORZ ORDER  -  THIRD
 QZ0645
 QZ0645.The horizontal coordinates were established by classical geodetic methods
 QZ0645.and adjusted by the National Geodetic Survey in July 1992..
 QZ0645
 QZ0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0645
 QZ0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0645
 QZ0645.The geoid height was determined by GEOID03.
 QZ0645
 QZ0645;                    North         East     Units Scale Factor Converg.
 QZ0645;SPC ID W     -   478,569.823   876,216.954   MT  1.00000472   +0 42 25.6
 QZ0645;UTM  11      - 5,093,133.170   673,033.033   MT  0.99996808   +1 36 22.3
 QZ0645
 QZ0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0645!SPC ID W     -   0.99968697  x   1.00000472  =   0.99969169
 QZ0645!UTM  11      -   0.99968697  x   0.99996808  =   0.99965506
 QZ0645
 QZ0645:                Primary Azimuth Mark                     Grid Az
 QZ0645:SPC ID W     -  BAD LUCK LOT                             158 40 06.2
 QZ0645:UTM  11      -  BAD LUCK LOT                             157 46 09.5
 QZ0645
 QZ0645|---------------------------------------------------------------------|
 QZ0645| PID    Reference Object                     Distance      Geod. Az  |
 QZ0645|                                                           dddmmss.s |
 QZ0645| QZ0629 BAD LUCK LOT                        APPROX. 9.7 KM 1592231.8 |
 QZ0645|---------------------------------------------------------------------|
 QZ0645
 QZ0645                          SUPERSEDED SURVEY CONTROL
 QZ0645
 QZ0645  NAD 83(1986)-  45 58 11.79585(N)    114 45 59.58937(W) AD(       ) 3
 QZ0645  NAD 27      -  45 58 12.09279(N)    114 45 56.22070(W) AD(       ) 3
 QZ0645  NGVD 29 (07/19/86) 2010.8    (m)         6597.     (f) VERT ANG       
 QZ0645
 QZ0645.Superseded values are not recommended for survey control.
 QZ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0645.See file dsdata.txt to determine how the superseded data were derived.
 QZ0645
 QZ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL7303393133(NAD 83)
 QZ0645
 QZ0645  HISTORY     - Date     Condition        Report By
 QZ0645  HISTORY     - 1958     MONUMENTED       USFS
 QZ0645  HISTORY     - 1965     GOOD             USGS
 QZ0645
 QZ0645                          STATION DESCRIPTION
 QZ0645
 QZ0645'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 QZ0645'LOCATED ABOUT 12 MI. SSE. OF SHEARER GUARD STATION, ABOUT 8 MI.
 QZ0645'NNW. OF PARADISE GUARD STATION, ON --GARDINER PEAK-- UNDER CENTER
 QZ0645'OF L.O.T.
 QZ0645'
 QZ0645'STATION REACHED BY HELICOPTER.
 QZ0645'
 QZ0645'STATION MARK--A BRASS USFS DISK STAMPED---GARDNER 1958--- CENTERED
 QZ0645'UNDER A 24 FT. LOOKOUT TOWER.
 QZ0645'
 QZ0645'REFERENCE MARK NO. 1--A USGS STANDARD TABLET CEMENTED IN A ROCK,
 QZ0645'22.63 FT. FROM STATION MARK, N 51 DEG 56 MIN W.
 QZ0645'
 QZ0645'REFERENCEMARK NO. 2--A COPPER NAIL AND WASHER IN THE NE. WOODEN
 QZ0645'PILLER OF THE LOOKOUT TOWER, 9.47 FT. FROM STATION MARK,
 QZ0645'N 70 DEG 30 MIN E.
 QZ0645'
 QZ0645'LOOKOUT TOWER WAS INTERSECTED BY THE C AND GS IN 1935.  USC AND GS
 QZ0645'POSITION WAS NOT HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1008 ***********************************************************************
 TO1008  DESIGNATION -  GARFIELD
 TO1008  PID         -  TO1008
 TO1008  STATE/COUNTY-  ID/BONNER
 TO1008  USGS QUAD   -  TALACHE (1996)
 TO1008
 TO1008                         *CURRENT SURVEY CONTROL
 TO1008  ___________________________________________________________________
 TO1008* NAD 83(1992)-  48 09 47.43373(N)    116 26 26.30238(W)     ADJUSTED  
 TO1008* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 TO1008  ___________________________________________________________________
 TO1008  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 TO1008  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 TO1008
 TO1008  HORZ ORDER  -  THIRD
 TO1008
 TO1008.The horizontal coordinates were established by classical geodetic methods
 TO1008.and adjusted by the National Geodetic Survey in July 1992..
 TO1008
 TO1008.The orthometric height was scaled from a topographic map.
 TO1008
 TO1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1008
 TO1008.The geoid height was determined by GEOID03.
 TO1008
 TO1008;                    North         East     Units Scale Factor Converg.
 TO1008;SPC ID W     -   722,140.479   748,627.077   MT  0.99996575   -0 30 52.5
 TO1008;UTM  11      - 5,334,588.094   541,593.951   MT  0.99962126   +0 25 00.3
 TO1008
 TO1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1008!SPC ID W     -   0.99990315  x   0.99996575  =   0.99986891
 TO1008!UTM  11      -   0.99990315  x   0.99962126  =   0.99952445
 TO1008
 TO1008                          SUPERSEDED SURVEY CONTROL
 TO1008
 TO1008  NAD 83(1986)-  48 09 47.44283(N)    116 26 26.29670(W) AD(       ) 3
 TO1008  NAD 27      -  48 09 47.72732(N)    116 26 22.58884(W) AD(       ) 3
 TO1008
 TO1008.Superseded values are not recommended for survey control.
 TO1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1008.See file dsdata.txt to determine how the superseded data were derived.
 TO1008
 TO1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4159434588(NAD 83)
 TO1008_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1008_SETTING: 66 = SET IN ROCK OUTCROP
 TO1008_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TO1008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO1008+STABILITY: POSITION/ELEVATION WELL
 TO1008
 TO1008  HISTORY     - Date     Condition        Report By
 TO1008  HISTORY     - 1947     MONUMENTED       CGS
 TO1008
 TO1008                          STATION DESCRIPTION
 TO1008
 TO1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO1008'THE STATION IS ON THE WEST SIDE OF PEND OREILLE LAKE 0.3 MILES
 TO1008'NORTH OF GROUSE MOUNTAIN POINT ON THE SECOND RIDGE THAT RUNS
 TO1008'SOUTHEASTERLY TO THE WATER FORMING A POINT.  A PRIVATE LODGE IS
 TO1008'ON THE RIDGE SOUTHWEST OF STATION AND ITS MARINE RAILWAY IS
 TO1008'ON THE POINT.  TO REACH THE STATION FROM THE WATER WALK UP THE
 TO1008'RIDGE ALONG THE CLIFF.  THE MARK IS 1.5 METERS FROM THE CLIFF
 TO1008'AND 64 FEET ABOVE MEAN WINTER LAKE LEVEL.  THE STATION SHOULD BE
 TO1008'VISITED BY BOAT.
 TO1008'
 TO1008'R.M. NO. 1 IS IN OUTCROP AT THE EDGE OF THE CLIFF AND 1 FOOT
 TO1008'HIGHER THAN STATION.
 TO1008'
 TO1008'R.M. NO. 2 IS IN OUTCROP 1 FOOT HIGHER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0653 ***********************************************************************
 OX0653  DESIGNATION -  GARNS
 OX0653  PID         -  OX0653
 OX0653  STATE/COUNTY-  ID/TETON
 OX0653  USGS QUAD   -  GARNS MTN (1978)
 OX0653
 OX0653                         *CURRENT SURVEY CONTROL
 OX0653  ___________________________________________________________________
 OX0653* NAD 83(1992)-  43 39 47.96264(N)    111 19 57.82658(W)     ADJUSTED  
 OX0653* NAVD 88     -      2751.1    (meters)    9026.     (feet)  VERTCON   
 OX0653  ___________________________________________________________________
 OX0653  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 OX0653  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 OX0653
 OX0653  HORZ ORDER  -  FIRST
 OX0653
 OX0653.The horizontal coordinates were established by classical geodetic methods
 OX0653.and adjusted by the National Geodetic Survey in July 1992..
 OX0653
 OX0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0653
 OX0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0653
 OX0653.The geoid height was determined by GEOID03.
 OX0653
 OX0653;                    North         East     Units Scale Factor Converg.
 OX0653;SPC ID E     -   222,127.295   267,260.559   MT  1.00000299   +0 34 32.8
 OX0653;UTM  12      - 4,834,533.749   473,173.308   MT  0.99960885   -0 13 47.0
 OX0653
 OX0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0653!SPC ID E     -   0.99957036  x   1.00000299  =   0.99957335
 OX0653!UTM  12      -   0.99957036  x   0.99960885  =   0.99917938
 OX0653
 OX0653:                Primary Azimuth Mark                     Grid Az
 OX0653:SPC ID E     -  GARNS AZ MK                              112 24 28.6
 OX0653:UTM  12      -  GARNS AZ MK                              113 12 48.4
 OX0653
 OX0653|---------------------------------------------------------------------|
 OX0653| PID    Reference Object                     Distance      Geod. Az  |
 OX0653|                                                           dddmmss.s |
 OX0653| CN3583 GARNS AZ MK                                        1125901.4 |
 OX0653| OX0654 GARNS RM 2                           61.290 METERS 12246     |
 OX0653| CN3585 GARNS RM 2                            2.491 METERS 12446     |
 OX0653| CN3584 GARNS RM 1                           10.719 METERS 26423     |
 OX0653|---------------------------------------------------------------------|
 OX0653
 OX0653                          SUPERSEDED SURVEY CONTROL
 OX0653
 OX0653  NAD 83(1986)-  43 39 47.95435(N)    111 19 57.81085(W) AD(       ) 1
 OX0653  NAD 27      -  43 39 48.26100(N)    111 19 55.00700(W) AD(       ) 1
 OX0653  NGVD 29 (07/19/86) 2749.7    (m)         9021.     (f) VERT ANG       
 OX0653
 OX0653.Superseded values are not recommended for survey control.
 OX0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0653.See file dsdata.txt to determine how the superseded data were derived.
 OX0653
 OX0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7317334534(NAD 83)
 OX0653_MARKER: DS = TRIANGULATION STATION DISK
 OX0653_SETTING: 66 = SET IN ROCK OUTCROP
 OX0653_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 OX0653
 OX0653  HISTORY     - Date     Condition        Report By
 OX0653  HISTORY     - 1922     MONUMENTED       CGS
 OX0653  HISTORY     - 1946     SEE DESCRIPTION  CGS
 OX0653  HISTORY     - 1966     GOOD             USGS
 OX0653  HISTORY     - 1974     GOOD             USGS
 OX0653
 OX0653                          STATION DESCRIPTION
 OX0653
 OX0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (WMS)
 OX0653'STATION IS ABOUT 13 MILES NW OF VICTOR AND ABOUT 13 MILES
 OX0653'SW OF DRIGGS, AT THE HEAD OF PINE AND MAHOGANY CREEKS, ON
 OX0653'THE HIGHEST PART OF GARNS MOUNTAIN.
 OX0653'
 OX0653'STATION IS A STANDARD BRONZE DISK SET IN CONCRETE IN A DEPRESSION
 OX0653'IN OUTCROPPING BEDROCK.
 OX0653'
 OX0653'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 OX0653'IN DEPRESSION IN BOULDERS.
 OX0653'
 OX0653'STATION CAN BE REACHED FROM VICTOR BY-WAY-OF THE PINE CREEK
 OX0653'RANGER STATION AND UP PINE CREEK CANYON.  THERE IS A FOREST
 OX0653'SERVICE LOOKOUT TOWER ON THE PEAK AND A TELEPHONE CONNECTION
 OX0653'WITH DRIGGS.  THE STATION SETS ABOUT 28 FEET W OF THE CENTER
 OX0653'OF THE LOOKOUT TOWER.
 OX0653
 OX0653                          STATION RECOVERY (1946)
 OX0653
 OX0653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0653'THE STATION IS LOCATED ABOUT 13 MILES, AIRLINE, SOUTHWEST OF
 OX0653'DRIGGS, 13 MILES, AIRLINE, WEST- NORTHWEST OF VICTOR, ON THE
 OX0653'HIGHEST POINT ON GARNS MOUNTAIN WHICH IS AT THE HEAD OF PINE
 OX0653'CREEK AND MOHOGANY CREEK.  THIS IS THE HIGHEST POINT IN THE
 OX0653'VICINITY.
 OX0653'
 OX0653'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 OX0653'IT IS 24.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER AND 26.5
 OX0653'SOUTHWEST OF THE NORTHWEST CORNER OF AN OLD ABANDONED FOREST
 OX0653'SERVICE LOOKOUT TOWER.  IS A STANDARD DISC CEMENTED IN A 3 FT.
 OX0653'BY 1-1/4 FT BOULDER WHICH PROJECTS 10 INCHES.  IT IS STAMPED
 OX0653'GARNS 1922.
 OX0653'
 OX0653'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND TO BE IN GOOD
 OX0653'CONDITION.  IT IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0653'IN A 2 FT. BY 1-1/4 FT. BOULDER WHICH PROJECTS 8 INCHES
 OX0653'AND IS 2 FEET LOWER THAN THE STATION MARK.  THE DISC IS IN
 OX0653'THE EXTREME SOUTHERN END OF THE BOULDER AND IS STAMPED GARNS
 OX0653'NO 1 1922.
 OX0653'
 OX0653'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND TO BE IN GOOD
 OX0653'CONDITION.  IT IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0653'IN A 3 FT. BY 3 FT. BOULDER WHICH PROJECTS 6 INCHES AND IS
 OX0653'15 FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS
 OX0653'STAMPED GARNS NO 1 1922.  NOTE--THIS MARK SHOULD HAVE BEEN
 OX0653'STAMPED NO. 2.
 OX0653'
 OX0653'REFERENCE MARK NO. 2 (USGS) WAS RECOVERED AND FOUND TO BE
 OX0653'IN GOOD CONDITION.  IT IS A STANDARD USGS DISC CEMENTED IN A
 OX0653'DRILL HOLE IN A 2-1/2 FT. BY 1 FT. BOULDER WHICH IS FLUSH
 OX0653'WITH THE SURFACE OF THE GROUND AND IS 1-1/2 FEET LOWER THAN
 OX0653'THE STATION MARK.  IT IS STAMPED GARNS NO 2 1941.
 OX0653'
 OX0653'THE AZIMUTH MARK IS 8/10 MILE EAST- SOUTHEAST ON THE WESTERN
 OX0653'SLOPE OF A RIDGE WHICH IS LOCATED ON THE SOUTHWEST SIDE OF ELK
 OX0653'CREEK FLATS.  IT IS A STANDARD DISC CEMENTED IN A DRILL
 OX0653'HOLE.
 OX0653'
 OX0653'TO REACH THE STATION FROM THE TETON VALLEY BANK IN DRIGGS,
 OX0653'CROSS THE RAILROAD TRACKS AND CONTINUE WEST ON A GRAVELED
 OX0653'ROAD FOR 4 MILES TO THE TETON RIVER.  CROSS THE RIVER AND
 OX0653'CONTINUE WEST FOR 0.5 MILES TO A T- ROAD SOUTH.  TURN LEFT,
 OX0653'SOUTH ON A GRAVELED ROAD AND GO 3.0 MILES TO A SIGN ELK CREEK
 OX0653'FLATS AND A ROAD LEADING RIGHT, WEST.  TURN RIGHT AND GO 0.5
 OX0653'MILES TO THE ELBA WOODS RANCH ON THE RIGHT.  THIS IS THE
 OX0653'END OF TRUCK TRAVEL.  HORSES MAY BE RENTED FROM MR. WOODS
 OX0653'FOR THE REMAINDER OF THE JOURNEY.  FROM THE RANCH GO WEST
 OX0653'ON A ROAD FOR ABOUT 3/4 MILE THENCE FOLLOW A WELL MARKED
 OX0653'TRAIL ALONG THE NORTH SIDE OF MOHOGANY CREEK FOR ABOUT 3/4
 OX0653'HOUR TO AN OLD ABANDONED LOG CABIN.  KEEP TO RIGHT ON A
 OX0653'WELL DEFINED FOREST TRAIL WESTERLY UP THE CANYON TO A
 OX0653'SADDLE AND SIGN GRANDVIEW R.S., HORSESHOE CREEK 1.0, N.
 OX0653'FORK MOHOGANY 1.0 MILE.  AT THIS POINT THE TRAIL FORKS.
 OX0653'TAKE THE LEFT FORK, PASSING AROUND TO LEFT OF A ROCKY HILL
 OX0653'FOR ABOUT 1.0 MILE TO ELK CREEK FLATS.  KEEP ON THE
 OX0653'TRAIL ACROSS THE FLATS WESTERLY TOWARD THE HIGHEST
 OX0653'PEAK WHICH IS GARNS MOUNTAIN, THENCE UP A RIDGE TO THE
 OX0653'HIGHEST POINT AND STATION NEAR AN OLD ABANDONED
 OX0653'LOOKOUT HOUSE.  A 4 HOUR HORSE PACK.
 OX0653
 OX0653                          STATION RECOVERY (1966)
 OX0653
 OX0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OX0653'ANOTHER REFERENCE MARK NO. 2 WAS SET, IT IS A
 OX0653'STANDARD USGS REFERENCE MARK TABLET STAMPED ---GARNS NO 2 1941---
 OX0653'CEMENTED IN OUTCROP 8.31 FT. FROM STATION MARK, S 55 DEG 36 MIN E.
 OX0653'
 OX0653'STATION MARK--A STANDARD DISC STAMPED ---GARNS 1922---, CEMENTED IN
 OX0653'A 3 FT. BY 1-1/2 FT. BOULDER WHICH PROJECTS 10 INCHES.
 OX0653
 OX0653                          STATION RECOVERY (1974)
 OX0653
 OX0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0653'ANOTHER RM NO. 2 WAS SET -- IT IS A STANDARD USGS
 OX0653'REFERENCE MARK TABLET STAMPED---GARNS NO 2 1941---, CEMENTED IN
 OX0653'OUTCROP, 8.31 FT. FROM STATION MARK, S 55 DEG 36 MIN E.
 OX0653'
 OX0653'STATION MARK--A STANDARD DISK CEMENTED IN A 3 FT. BY 1-1/4 FT.
 OX0653'BOULDER WHICH PROJECTS 10 IN.  IT IS STAMPED---GARNS 1922---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0655 ***********************************************************************
 OX0655  DESIGNATION -  GARNS MOUNTAIN SOUTH BASE
 OX0655  PID         -  OX0655
 OX0655  STATE/COUNTY-  ID/TETON
 OX0655  USGS QUAD   -  GARNS MTN (1978)
 OX0655
 OX0655                         *CURRENT SURVEY CONTROL
 OX0655  ___________________________________________________________________
 OX0655* NAD 83(1992)-  43 39 13.00516(N)    111 19 24.56873(W)     ADJUSTED  
 OX0655* NAVD 88     -      2610.3    (meters)    8564.     (feet)  VERTCON   
 OX0655  ___________________________________________________________________
 OX0655  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 OX0655  GEOID HEIGHT-         -10.00  (meters)                     GEOID03
 OX0655
 OX0655  HORZ ORDER  -  SECOND
 OX0655
 OX0655.The horizontal coordinates were established by classical geodetic methods
 OX0655.and adjusted by the National Geodetic Survey in July 1992..
 OX0655
 OX0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0655
 OX0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0655
 OX0655.The geoid height was determined by GEOID03.
 OX0655
 OX0655;                    North         East     Units Scale Factor Converg.
 OX0655;SPC ID E     -   221,055.995   268,016.630   MT  1.00000425   +0 34 55.4
 OX0655;UTM  12      - 4,833,452.354   473,913.952   MT  0.99960837   -0 13 23.9
 OX0655
 OX0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0655!SPC ID E     -   0.99959242  x   1.00000425  =   0.99959666
 OX0655!UTM  12      -   0.99959242  x   0.99960837  =   0.99920095
 OX0655
 OX0655:                Primary Azimuth Mark                     Grid Az
 OX0655:SPC ID E     -  GARNS RM 2                               325 51 47.6
 OX0655:UTM  12      -  GARNS RM 2                               326 40 06.9
 OX0655
 OX0655|---------------------------------------------------------------------|
 OX0655| PID    Reference Object                     Distance      Geod. Az  |
 OX0655|                                                           dddmmss.s |
 OX0655| OX0654 GARNS RM 2                          APPROX. 1.3 KM 3262643.0 |
 OX0655|---------------------------------------------------------------------|
 OX0655
 OX0655                          SUPERSEDED SURVEY CONTROL
 OX0655
 OX0655  NAD 83(1986)-  43 39 12.99703(N)    111 19 24.55332(W) AD(       ) 2
 OX0655  NAD 27      -  43 39 13.31200(N)    111 19 21.73200(W) AD(       ) 2
 OX0655  NGVD 29 (07/19/86) 2608.9    (m)         8559.     (f) VERT ANG       
 OX0655
 OX0655.Superseded values are not recommended for survey control.
 OX0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0655.See file dsdata.txt to determine how the superseded data were derived.
 OX0655
 OX0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7391433452(NAD 83)
 OX0655_MARKER: DS = TRIANGULATION STATION DISK
 OX0655_SETTING: 80 = SET IN A BOULDER
 OX0655_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 OX0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0655+STABILITY: SURFACE MOTION
 OX0655
 OX0655  HISTORY     - Date     Condition        Report By
 OX0655  HISTORY     - 1922     MONUMENTED       CGS
 OX0655
 OX0655                          STATION DESCRIPTION
 OX0655
 OX0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (WMS)
 OX0655'STATION IS ON THE SOUTHWESTERN END OF A SMALL FLAT ON THE
 OX0655'SOUTHERN SLOPE OF THE EASTERN RIDGE LEADING TO GARNS MOUNTAIN
 OX0655'ABOUT 3/4 MILE SE OF GARNS AND ABOUT 1/2 MILE DOWN FROM
 OX0655'THE EASTERN RIDGE.  THIS DOES NOT SEE GARNS BUT GARNS REFERENCE
 OX0655'MARK NO. 2.
 OX0655'
 OX0655'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 OX0655'IN A DEPRESSION IN A BOULDER AND SURROUNDED BY A SMALL CAIRN
 OX0655'OF ROCKS.
 OX0655'
 OX0655'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.75 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0654 ***********************************************************************
 OX0654  DESIGNATION -  GARNS RM 2
 OX0654  PID         -  OX0654
 OX0654  STATE/COUNTY-  ID/TETON
 OX0654  USGS QUAD   -  GARNS MTN (1978)
 OX0654
 OX0654                         *CURRENT SURVEY CONTROL
 OX0654  ___________________________________________________________________
 OX0654* NAD 83(1992)-  43 39 46.88808(N)    111 19 55.52610(W)     ADJUSTED  
 OX0654* NAVD 88     -      2740.4    (meters)    8991.     (feet)  VERTCON   
 OX0654  ___________________________________________________________________
 OX0654  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 OX0654  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 OX0654
 OX0654  HORZ ORDER  -  SECOND
 OX0654
 OX0654.The horizontal coordinates were established by classical geodetic methods
 OX0654.and adjusted by the National Geodetic Survey in July 1992..
 OX0654
 OX0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0654
 OX0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0654
 OX0654.The geoid height was determined by GEOID03.
 OX0654
 OX0654;                    North         East     Units Scale Factor Converg.
 OX0654;SPC ID E     -   222,094.651   267,312.432   MT  1.00000308   +0 34 34.4
 OX0654;UTM  12      - 4,834,500.392   473,224.697   MT  0.99960882   -0 13 45.4
 OX0654
 OX0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0654!SPC ID E     -   0.99957203  x   1.00000308  =   0.99957511
 OX0654!UTM  12      -   0.99957203  x   0.99960882  =   0.99918102
 OX0654
 OX0654:                Primary Azimuth Mark                     Grid Az
 OX0654:SPC ID E     -  GARNS MOUNTAIN SOUTH BASE                145 51 47.2
 OX0654:UTM  12      -  GARNS MOUNTAIN SOUTH BASE                146 40 07.0
 OX0654
 OX0654|---------------------------------------------------------------------|
 OX0654| PID    Reference Object                     Distance      Geod. Az  |
 OX0654|                                                           dddmmss.s |
 OX0654| OX0655 GARNS MOUNTAIN SOUTH BASE           APPROX. 1.3 KM 1462621.6 |
 OX0654| OX0653 GARNS                                61.290 METERS 30246     |
 OX0654|---------------------------------------------------------------------|
 OX0654
 OX0654                          SUPERSEDED SURVEY CONTROL
 OX0654
 OX0654  NAD 83(1986)-  43 39 46.87978(N)    111 19 55.51038(W) AD(       ) 2
 OX0654  NAD 27      -  43 39 47.18600(N)    111 19 52.70800(W) AD(       ) 2
 OX0654  NGVD 29 (07/19/86) 2739.0    (m)         8986.     (f) VERT ANG       
 OX0654
 OX0654.Superseded values are not recommended for survey control.
 OX0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0654.See file dsdata.txt to determine how the superseded data were derived.
 OX0654
 OX0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7322534500(NAD 83)
 OX0654_MARKER: DD = SURVEY DISK
 OX0654_SETTING: 80 = SET IN A BOULDER
 OX0654_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OX0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0654+STABILITY: SURFACE MOTION
 OX0654
 OX0654  HISTORY     - Date     Condition        Report By
 OX0654  HISTORY     - 1922     MONUMENTED       USGS
 OX0654
 OX0654                          STATION DESCRIPTION
 OX0654
 OX0654'DESCRIBED BY US GEOLOGICAL SURVEY 1922
 OX0654'MARK WAS RECOVERED AND FOUND TO BE
 OX0654'IN GOOD CONDITION.  IT IS A STANDARD USGS DISC CEMENTED IN A
 OX0654'DRILL HOLE IN A 2-1/2 FT. BY 1 FT. BOULDER WHICH IS FLUSH
 OX0654'WITH THE SURFACE OF THE GROUND AND IS 1-1/2 FEET LOWER THAN
 OX0654'THE STATION MARK.  IT IS STAMPED GARNS NO 2 1941.
 OX0654'
 OX0654'TO REACH THE STATION FROM THE TETON VALLEY BANK IN DRIGGS,
 OX0654'CROSS THE RAILROAD TRACKS AND CONTINUE WEST ON A GRAVELED
 OX0654'ROAD FOR 4 MILES TO THE TETON RIVER.  CROSS THE RIVER AND
 OX0654'CONTINUE WEST FOR 0.5 MILES TO A T- ROAD SOUTH.  TURN LEFT,
 OX0654'SOUTH ON A GRAVELED ROAD AND GO 3.0 MILES TO A SIGN ELK CREEK
 OX0654'FLATS AND A ROAD LEADING RIGHT, WEST.  TURN RIGHT AND GO 0.5
 OX0654'MILES TO THE ELBA WOODS RANCH ON THE RIGHT.  THIS IS THE
 OX0654'END OF TRUCK TRAVEL.  HORSES MAY BE RENTED FROM MR. WOODS
 OX0654'FOR THE REMAINDER OF THE JOURNEY.  FROM THE RANCH GO WEST
 OX0654'ON A ROAD FOR ABOUT 3/4 MILE THENCE FOLLOW A WELL MARKED
 OX0654'TRAIL ALONG THE NORTH SIDE OF MOHOGANY CREEK FOR ABOUT 3/4
 OX0654'HOUR TO AN OLD ABANDONED LOG CABIN.  KEEP TO RIGHT ON A
 OX0654'WELL DEFINED FOREST TRAIL WESTERLY UP THE CANYON TO A
 OX0654'SADDLE AND SIGN GRANDVIEW R.S., HORSESHOE CREEK 1.0, N.
 OX0654'FORK MOHOGANY 1.0 MILE.  AT THIS POINT THE TRAIL FORKS.
 OX0654'TAKE THE LEFT FORK, PASSING AROUND TO LEFT OF A ROCKY HILL
 OX0654'FOR ABOUT 1.0 MILE TO ELK CREEK FLATS.  KEEP ON THE
 OX0654'TRAIL ACROSS THE FLATS WESTERLY TOWARD THE HIGHEST
 OX0654'PEAK WHICH IS GARNS MOUNTAIN, THENCE UP A RIDGE TO THE
 OX0654'HIGHEST POINT AND STATION GARNS NEAR AN OLD ABANDONED
 OX0654'LOOKOUT HOUSE.  A 4 HOUR HORSE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0691 ***********************************************************************
 PZ0691  DESIGNATION -  GARRETT
 PZ0691  PID         -  PZ0691
 PZ0691  STATE/COUNTY-  ID/CLARK
 PZ0691  USGS QUAD   -  FRITZ PEAK (1987)
 PZ0691
 PZ0691                         *CURRENT SURVEY CONTROL
 PZ0691  ___________________________________________________________________
 PZ0691* NAD 83(1992)-  44 23 35.53686(N)    112 39 14.87466(W)     ADJUSTED  
 PZ0691* NAVD 88     -      2238.3    (meters)    7343.     (feet)  VERTCON   
 PZ0691  ___________________________________________________________________
 PZ0691  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 PZ0691  GEOID HEIGHT-         -10.21  (meters)                     GEOID03
 PZ0691
 PZ0691  HORZ ORDER  -  THIRD
 PZ0691
 PZ0691.The horizontal coordinates were established by classical geodetic methods
 PZ0691.and adjusted by the National Geodetic Survey in July 1992..
 PZ0691
 PZ0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0691
 PZ0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0691
 PZ0691.The geoid height was determined by GEOID03.
 PZ0691
 PZ0691;                    North         East     Units Scale Factor Converg.
 PZ0691;SPC ID E     -   302,999.839   161,163.441   MT  0.99996591   -0 20 27.7
 PZ0691;UTM  12      - 4,916,877.283   368,260.010   MT  0.99981344   -1 09 26.5
 PZ0691
 PZ0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0691!SPC ID E     -   0.99965077  x   0.99996591  =   0.99961669
 PZ0691!UTM  12      -   0.99965077  x   0.99981344  =   0.99946428
 PZ0691
 PZ0691|---------------------------------------------------------------------|
 PZ0691| PID    Reference Object                     Distance      Geod. Az  |
 PZ0691|                                                           dddmmss.s |
 PZ0691| CN3587 GARRETT RM 2                          5.352 METERS 14513     |
 PZ0691| PZ0688 BLACK MTN                           APPROX.11.7 KM 1861911.9 |
 PZ0691| CN3586 GARRETT RM 1                          6.959 METERS 23942     |
 PZ0691|---------------------------------------------------------------------|
 PZ0691
 PZ0691                          SUPERSEDED SURVEY CONTROL
 PZ0691
 PZ0691  NAD 83(1986)-  44 23 35.53401(N)    112 39 14.86382(W) AD(       ) 3
 PZ0691  NAD 27      -  44 23 35.85110(N)    112 39 11.87273(W) AD(       ) 3
 PZ0691  NGVD 29 (07/19/86) 2236.9    (m)         7339.     (f) VERT ANG       
 PZ0691
 PZ0691.Superseded values are not recommended for survey control.
 PZ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0691.See file dsdata.txt to determine how the superseded data were derived.
 PZ0691
 PZ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ6826016877(NAD 83)
 PZ0691_MARKER: DD = SURVEY DISK
 PZ0691_SETTING: 80 = SET IN A BOULDER
 PZ0691_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PZ0691
 PZ0691  HISTORY     - Date     Condition        Report By
 PZ0691  HISTORY     - 1956     MONUMENTED       USGS
 PZ0691
 PZ0691                          STATION DESCRIPTION
 PZ0691
 PZ0691'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0691'LOCATED ABOUT 25.0 MI NW. OF DUBOIS, 19 MI N. OF LIDY HOT
 PZ0691'SPRINGS, 1 MI SW. OF JCT. OF IRVING CREEK AND MEDICINE LODGE
 PZ0691'CREEK.  ON PROMINENT TOP WHICH IS TIMBERED ON NORTHWEST SLOPE.
 PZ0691'
 PZ0691'TO REACH FROM DUBOIS, DRIVE 0.9 MI W. ON U.S. HWY. 91 TO JCT. OF
 PZ0691'STATE HWY. 22, CONTINUE W. ON STATE HWY. 22 5.2 MI TO MEDICINE
 PZ0691'LODGE CREEK RD.  TURN RIGHT (N.) FOLLOWING MEDICINE LODGE CREEK
 PZ0691'RD. 21.7 MI TO RD. LEFT AT SIGN WEBER CREEK 1, WARM SPRINGS 15.
 PZ0691'TAKE LEFT FORK 1.7 MI TO Y-FORK AT GATE.  TAKE RIGHT FORK (UPHILL)
 PZ0691'3.2 MI TO DIM TRACK RD. RIGHT.  AFTER HEADING RAVINES, TAKE DIM
 PZ0691'RD. RIGHT FOLLOWING CREST OF RIDGE 2.2 MI TO STATION.
 PZ0691'
 PZ0691'STATION MARK--STANDARD TABLET STAMPED---GARRET 1956,---CEMENTED
 PZ0691'IN DRILL HOLE IN EMBEDDED BOULDER.
 PZ0691'
 PZ0691'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 PZ0691'1956---, CEMENTED IN DRILL HOLE IN EMBEDDED BOULDER PROJECTING 18-IN.
 PZ0691'ABOVE GROUND, 22.83 FT. FROM STATION MARK, S 59 DEG 42 MIN W.
 PZ0691'
 PZ0691'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PZ0691'1956---, CEMENTED IN DRILL HOLE IN EMBEDDED BOULDER, 17.56 FT. FROM
 PZ0691'STATION MARK, S 34 DEG 46 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0534 ***********************************************************************
 NT0534  DESIGNATION -  GAS
 NT0534  PID         -  NT0534
 NT0534  STATE/COUNTY-  ID/BEAR LAKE
 NT0534  USGS QUAD   -  MONTPELIER CANYON (1970)
 NT0534
 NT0534                         *CURRENT SURVEY CONTROL
 NT0534  ___________________________________________________________________
 NT0534* NAD 83(1994)-  42 15 02.23690(N)    111 11 45.92150(W)     ADJUSTED  
 NT0534* NAVD 88     -      2164.5    (meters)    7101.     (feet)  VERTCON   
 NT0534  ___________________________________________________________________
 NT0534  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 NT0534  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 NT0534
 NT0534  HORZ ORDER  -  THIRD
 NT0534
 NT0534.The horizontal coordinates were established by classical geodetic methods
 NT0534.and adjusted by the National Geodetic Survey in November 1997..
 NT0534
 NT0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0534
 NT0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0534
 NT0534.The geoid height was determined by GEOID03.
 NT0534
 NT0534;                    North         East     Units Scale Factor Converg.
 NT0534;SPC ID E     -    65,314.031   280,092.926   MT  1.00002627   +0 39 09.5
 NT0534;UTM  12      - 4,677,621.648   483,824.226   MT  0.99960322   -0 07 54.6
 NT0534
 NT0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0534!SPC ID E     -   0.99966271  x   1.00002627  =   0.99968897
 NT0534!UTM  12      -   0.99966271  x   0.99960322  =   0.99926607
 NT0534
 NT0534:                Primary Azimuth Mark                     Grid Az
 NT0534:SPC ID E     -  PARIS TABERNACLE SP                      260 07 34.8
 NT0534:UTM  12      -  PARIS TABERNACLE SP                      260 54 38.9
 NT0534
 NT0534|---------------------------------------------------------------------|
 NT0534| PID    Reference Object                     Distance      Geod. Az  |
 NT0534|                                                           dddmmss.s |
 NT0534| NT0545 PARIS TABERNACLE SP                 APPROX.17.1 KM 2604644.3 |
 NT0534| NT0555 BEAR LK CO AIR BEA                  APPROX.11.6 KM 2714949.9 |
 NT0534| NT0554 KVSI RADIO TOWER                    APPROX.12.8 KM 3051300.4 |
 NT0534| NT0553 STOCKYARD WT                        APPROX.13.9 KM 3112242.2 |
 NT0534|---------------------------------------------------------------------|
 NT0534
 NT0534                          SUPERSEDED SURVEY CONTROL
 NT0534
 NT0534  NAD 83(1992)-  42 15 02.23923(N)    111 11 45.92084(W) AD(       ) 3
 NT0534  NAD 83(1986)-  42 15 02.23189(N)    111 11 45.92016(W) AD(       ) 3
 NT0534  NAD 27      -  42 15 02.48826(N)    111 11 43.18983(W) AD(       ) 3
 NT0534  NGVD 29 (07/19/86) 2163.2    (m)         7097.     (f) VERT ANG       
 NT0534
 NT0534.Superseded values are not recommended for survey control.
 NT0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0534.See file dsdata.txt to determine how the superseded data were derived.
 NT0534
 NT0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM8382477622(NAD 83)
 NT0534
 NT0534  HISTORY     - Date     Condition        Report By
 NT0534  HISTORY     - 1960     MONUMENTED       USFS
 NT0534  HISTORY     - 1970     GOOD             USGS
 NT0534
 NT0534                          STATION DESCRIPTION
 NT0534
 NT0534'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NT0534'LOCATED APPROXIMATELY 10.5 MI. (AIRLINE) SW. OF GENEVA, 7.5 MI.
 NT0534'SE. OF MONTPELIER, ON TOP OF A LOW KNOLL PROTRUDING W. OF THE LOW
 NT0534'RIDGE ON THE EAST SIDE OF BEAR RIVER BETWEEN DINGLE AND ALTON.
 NT0534'
 NT0534'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAY 89 AND 30N ON THE EAST
 NT0534'EDGE OF MONTPELIER, DRIVE S. ALONG U.S. 30N FOR 4.7 MI. TO DIRT
 NT0534'RD. (LEFT), TAKE RD. LEFT FOR 1.6 MI. TO RD. INTERSECTION, CONTINUE
 NT0534'STRAIGHT AHEAD FOR 0.4 MI. TO Y-RD., TAKE RIGHT FORK FOR 0.25 MI. TO
 NT0534'Y-RD., TAKE LEFT FORK FOR 0.45 MI. TO RD. BEND, FROM THIS POINT,
 NT0534'DURING DRY WEATHER WITH A 4-WHEEL DRIVE, TURN LEFT (E.) AND DRIVE
 NT0534'CROSS-COUNTRY, UPHILL FOR 0.7 MI. TO STATION.  (STATION CAN BEST
 NT0534'BE PACKED TO FROM EAST SIDE.)
 NT0534'
 NT0534'STATION MARK--STANDARD USFS BRONZE TABLET STAMPED---GAS 1960---,
 NT0534'CEMENTED ON A 3/4-INCH PIPE DRIVEN FLUSH WITH GROUND.
 NT0534'
 NT0534'REFERENCE MARK NO. 1--A 1/2-INCH REINFORCING ROD PROJECTING 0.5 FT.,
 NT0534'22.60 FT. FROM STATION MARK, S 10 DEG 32 MIN W.
 NT0534'
 NT0534'REFERENCE MARK NO. 2--A 1/2-INCH REINFORCING ROD PROJECTING 0.5 FT.,
 NT0534'21.70 FT. FROM STATION MARK, N 83 DEG 50 MIN W.
 NT0534'
 NT0534'REFERENCE MARK NO. 3--A CHISELED CROSS ACROSS A SHALLOW DRILL HOLE,
 NT0534'32.11 FT. FROM STATION MARK, N 11 DEG 29 MIN W.
 NT0534'
 NT0534'REFERENCE MARK NO. 4--A COPPER NAIL AND WASHER DRIVEN INTO CRACK IN
 NT0534'SOLID ROCK OUTCROPPING, 73.84 FT. FROM STATION MARK,
 NT0534'N 76 DEG 49 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0539 ***********************************************************************
 NT0539  DESIGNATION -  GATE
 NT0539  PID         -  NT0539
 NT0539  STATE/COUNTY-  ID/BEAR LAKE
 NT0539  USGS QUAD   -  PEGRAM (1970)
 NT0539
 NT0539                         *CURRENT SURVEY CONTROL
 NT0539  ___________________________________________________________________
 NT0539* NAD 83(1994)-  42 08 00.89044(N)    111 13 54.30914(W)     ADJUSTED  
 NT0539* NAVD 88     -      2402.5    (meters)    7882.     (feet)  VERTCON   
 NT0539  ___________________________________________________________________
 NT0539  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 NT0539  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 NT0539
 NT0539  HORZ ORDER  -  THIRD
 NT0539
 NT0539.The horizontal coordinates were established by classical geodetic methods
 NT0539.and adjusted by the National Geodetic Survey in November 1997..
 NT0539
 NT0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0539
 NT0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0539
 NT0539.The geoid height was determined by GEOID03.
 NT0539
 NT0539;                    North         East     Units Scale Factor Converg.
 NT0539;SPC ID E     -    52,281.105   277,292.418   MT  1.00002085   +0 37 38.0
 NT0539;UTM  12      - 4,664,633.694   480,846.994   MT  0.99960451   -0 09 19.7
 NT0539
 NT0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0539!SPC ID E     -   0.99962548  x   1.00002085  =   0.99964633
 NT0539!UTM  12      -   0.99962548  x   0.99960451  =   0.99923014
 NT0539
 NT0539:                Primary Azimuth Mark                     Grid Az
 NT0539:SPC ID E     -  CHARLES                                  264 13 12.9
 NT0539:UTM  12      -  CHARLES                                  265 00 10.6
 NT0539
 NT0539|---------------------------------------------------------------------|
 NT0539| PID    Reference Object                     Distance      Geod. Az  |
 NT0539|                                                           dddmmss.s |
 NT0539| NT0543 CHARLES                             APPROX.12.6 KM 2645050.9 |
 NT0539|---------------------------------------------------------------------|
 NT0539
 NT0539                          SUPERSEDED SURVEY CONTROL
 NT0539
 NT0539  NAD 83(1992)-  42 08 00.89358(N)    111 13 54.30621(W) AD(       ) 3
 NT0539  NAD 83(1986)-  42 08 00.88728(N)    111 13 54.30595(W) AD(       ) 3
 NT0539  NAD 27      -  42 08 01.13909(N)    111 13 51.58178(W) AD(       ) 3
 NT0539  NGVD 29 (07/19/86) 2401.2    (m)         7878.     (f) VERT ANG       
 NT0539
 NT0539.Superseded values are not recommended for survey control.
 NT0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0539.See file dsdata.txt to determine how the superseded data were derived.
 NT0539
 NT0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM8084764634(NAD 83)
 NT0539
 NT0539  HISTORY     - Date     Condition        Report By
 NT0539  HISTORY     - 1960     MONUMENTED       USFS
 NT0539  HISTORY     - 1970     GOOD             USGS
 NT0539
 NT0539                          STATION DESCRIPTION
 NT0539
 NT0539'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NT0539'LOCATED APPROXIMATELY 14 MI. (AIRLINE) SE. OF MONTPELIER, 8.5 MI.
 NT0539'NW. OF ST. CHARLES, ON THE HIGHEST POINT OF A PEAK ON THE SECOND
 NT0539'RIDGE E. OF MUD LAKE, ON THE BEAR LAKE PLATEAU.
 NT0539'
 NT0539'TO REACH FROM THE POST OFFICE IN DINGLE, DRIVE S. ALONG MAIN RD. FOR
 NT0539'1 MI. TO T-RD. LEFT, TAKE LEFT FORK FOR 1 MI. TO T-RD. RIGHT, TAKE
 NT0539'RIGHT FORK FOR 3.4 MI. TO RD JUNCTION, TAKE RIGHT FORK UP DRAW FOR
 NT0539'0.3 MI. TO RD. JUNCTION, TAKE RIGHT FORK AROUND HILL FOR 0.55 MI.
 NT0539'TO RD. JUNCTION AT WIRE GATE, TAKE RIGHT FORK FOR 1.35 MI. ALONG
 NT0539'FENCE, THENCE TO TOP AND STATION.
 NT0539'
 NT0539'STATION MARK--STANDARD U.S. FOREST SERVICE BRONZE TABLET STAMPED
 NT0539'---GATE 1960--- CEMENTED IN DRILL HOLE IN SOLID ROCK OUTCROP.
 NT0539'
 NT0539'REFERENCE MARK NO. 1--A CHISELED CROSS ON A NATURALLY EMBEDDED
 NT0539'BOULDER, 26.53 FT. FROM STATION MARK, S 01 DEG 25 MIN E.
 NT0539'
 NT0539'REFERENCE MARK NO. 2--A CHISELED CROSS ON A NATURALLY EMBEDDED
 NT0539'BOULDER, 13.39 FT. FROM STATION MARK, S 47 DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1367 ***********************************************************************
 OH1367  DESIGNATION -  GEM
 OH1367  PID         -  OH1367
 OH1367  STATE/COUNTY-  ID/OWYHEE
 OH1367  USGS QUAD   -  OPALENE GULCH (1992)
 OH1367
 OH1367                         *CURRENT SURVEY CONTROL
 OH1367  ___________________________________________________________________
 OH1367* NAD 83(1992)-  43 27 35.04241(N)    116 51 09.38520(W)     ADJUSTED  
 OH1367* NAVD 88     -       965.1    (meters)    3166.     (feet)  VERTCON   
 OH1367  ___________________________________________________________________
 OH1367  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 OH1367  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 OH1367
 OH1367  HORZ ORDER  -  SECOND
 OH1367
 OH1367.The horizontal coordinates were established by classical geodetic methods
 OH1367.and adjusted by the National Geodetic Survey in July 1992..
 OH1367
 OH1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1367
 OH1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1367
 OH1367.The geoid height was determined by GEOID03.
 OH1367
 OH1367;                    North         East     Units Scale Factor Converg.
 OH1367;SPC ID W     -   199,758.840   710,771.212   MT  1.00003123   -0 45 30.5
 OH1367;SPC OR S     -   205,605.950 1,795,064.386   MT  0.99990749   +2 29 43.3
 OH1367;SPC OR S     -   674,560.20  5,889,318.85   iFT  0.99990749   +2 29 43.3
 OH1367;UTM  11      - 4,811,880.083   511,923.804   MT  0.99960175   +0 06 05.0
 OH1367
 OH1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1367!SPC ID W     -   0.99985142  x   1.00003123  =   0.99988264
 OH1367!SPC OR S     -   0.99985142  x   0.99990749  =   0.99975892
 OH1367!UTM  11      -   0.99985142  x   0.99960175  =   0.99945323
 OH1367
 OH1367|---------------------------------------------------------------------|
 OH1367| PID    Reference Object                     Distance      Geod. Az  |
 OH1367|                                                           dddmmss.s |
 OH1367| CD5125 GEM RM 1                              4.656 METERS 05444     |
 OH1367| CD5126 GEM RM 2                              3.414 METERS 17943     |
 OH1367| CD5124 GEM AZ MK                                          3140905.0 |
 OH1367|---------------------------------------------------------------------|
 OH1367
 OH1367                          SUPERSEDED SURVEY CONTROL
 OH1367
 OH1367  NAD 83(1991)-  43 27 35.04059(N)    116 51 09.38357(W) AD(       ) 2
 OH1367  NAD 83(1986)-  43 27 35.04078(N)    116 51 09.38365(W) AD(       ) 2
 OH1367  NAD 27      -  43 27 35.48125(N)    116 51 05.87721(W) AD(       ) 2
 OH1367  NGVD 29 (07/19/86)  964.1    (m)         3163.     (f) VERT ANG       
 OH1367
 OH1367.Superseded values are not recommended for survey control.
 OH1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1367.See file dsdata.txt to determine how the superseded data were derived.
 OH1367
 OH1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1192411880(NAD 83)
 OH1367_MARKER: DS = TRIANGULATION STATION DISK
 OH1367_SETTING: 66 = SET IN ROCK OUTCROP
 OH1367_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 OH1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1367
 OH1367  HISTORY     - Date     Condition        Report By
 OH1367  HISTORY     - 1944     MONUMENTED       CGS
 OH1367  HISTORY     - 1956     GOOD             USGS
 OH1367  HISTORY     - 1978     GOOD             NGS
 OH1367
 OH1367                          STATION DESCRIPTION
 OH1367
 OH1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1367'STATION IS LOCATED ABOUT 6 MILES SW OF MARSING, ABOUT 0.8 MILE
 OH1367'E OF U.S. HIGHWAY 95, ON THE SUMMIT OF A ROCKY HILL OF VOLCANIC
 OH1367'ORIGIN.  IT IS ON THE HIGHEST AND MOST E POINT OF THE HILL.
 OH1367'
 OH1367'STATION MARK IS A BRONZE STATION DISK SET FLUSH IN BEDROCK
 OH1367'AND IS STAMPED GEM 1944.
 OH1367'
 OH1367'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 OH1367'BEDROCK.  IT IS AT ABOUT THE SAME ELEVATION AS STATION MARK
 OH1367'AND IS STAMPED GEM NO 1 1944.
 OH1367'
 OH1367'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 OH1367'BEDROCK.  IT IS AT ABOUT THE SAME ELEVATION AS STATION MARK
 OH1367'AND IS STAMPED GEM NO 2 1944.
 OH1367'
 OH1367'AZIMUTH MARK IS A BRONZE DISK WELDED TO AN IRON PIPE 3 INCHES
 OH1367'IN DIAMETER.  IT IS STAMPED GEM 1944 AND PROJECTS 6 INCHES.
 OH1367'IT IS 10 FEET N OF DIM DIRT ROAD, 16 FEET SE OF DIRT ROAD,
 OH1367'40 PACES SE OF U.S. HIGHWAY 95, AND 3-1/2 FEET SE OF A
 OH1367'4-INCH-SQUARE WHITE WOODEN WITNESS POST PROJECTING 2-1/2 FEET.
 OH1367'
 OH1367'TO REACH STATION FROM THE RAILROAD STATION IN MARSING, GO W
 OH1367'ON STATE HIGHWAY 20 FOR 2.3 MILES TO THE INTERSECTION WITH
 OH1367'U.S. HIGHWAY 95.  TURN LEFT (S) ON U.S. HIGHWAY 95 AND GO 5.4
 OH1367'MILES TO A DIM TRACK ROAD LEFT (0.1 MILE PAST HIGHWAY MARKER ON
 OH1367'THE RIGHT SIDE OF THE ROAD).  HERE TURN LEFT ON TRACK ROAD
 OH1367'PARALLELING THE HIGHWAY AND GO 0.1 MILE TO THE AZIMUTH MARK
 OH1367'ON THE LEFT.  TURN LEFT (E) ON TRACK ROAD AND GO 0.8 MILE
 OH1367'TO THE INTERSECTION OF A FIREBREAK AND SIGN DANGER BOMBING
 OH1367'RANGE.  THIS IS THE END OF TRUCK TRAVEL.  FROM HERE, PACK S
 OH1367'UP STEEP SLOPE INTO SADDLE WHICH SEPARATES SEVERAL SECTIONS
 OH1367'OF THE OUTCROP.  HERE TURN LEFT (E) AND PACK 200 FEET OVER
 OH1367'THE FACE OF THE OUTCROP TO THE STATION.
 OH1367
 OH1367                          STATION RECOVERY (1956)
 OH1367
 OH1367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OH1367'DESCRIPTION AND POSITION LISTED IN NGS QUAD 43116-3, STATION 1011.
 OH1367'
 OH1367'INTERSECTED BY USGS 1956.
 OH1367'
 OH1367'STATION MARK--A BRONZE STATION DISK SET FLUSH IN BEDROCK AND IS
 OH1367'STAMPED---GEM 1944---.
 OH1367
 OH1367                          STATION RECOVERY (1978)
 OH1367
 OH1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OH1367'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 OH1367'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A METAL WITNESS POST WAS
 OH1367'PLACED 2 FEET NORTH OF THE AZIMUTH MARK.  THE FOLLOWING IS A NEW TO
 OH1367'REACH.
 OH1367'
 OH1367'TO REACH THE STATION FROM THE MARSING POST OFFICE GO WEST ON STATE
 OH1367'HIGHWAY 55 FOR 2.3 MILES TO THE JUNCTION WITH U.S. HIGHWAY 95, TURN
 OH1367'LEFT, AND GO SOUTH ON U.S. HIGHWAY 95 FOR 5.4 MILES TO MILEPOST NO.
 OH1367'21, CONTINUE SOUTH ON THE HIGHWAY FOR 0.05 MILE TO A DIM TRACK
 OH1367'ROAD LEFT, TURN LEFT, THEN TURN RIGHT, AND PARALLEL THE HIGHWAY
 OH1367'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, WHERE THE TRACK
 OH1367'ROAD TURNS TO THE LEFT, GO EAST-SOUTHEAST ON THE TRACK ROAD FOR
 OH1367'0.8 MILE TO THE BASE OF THE STATION HILL ON THE RIGHT.  CONTINUE
 OH1367'EASTERLY ON THE TRACK ROAD FOR 0.3 MILE TO A FORK, TAKE THE
 OH1367'RIGHT FORK, AND GO SOUTHWEST, AND WEST FOR 0.3 MILE TO A
 OH1367'SADDLE BETWEEN TWO BUTTES, AND THE END OF TRUCK TRAVEL.  PACK NORTH
 OH1367'UP INTO THE BREAK BETWEEN THE TWO CRAGS, THEN PACK EAST TO THE
 OH1367'HIGHEST PART OF THE CRAG, AND THE STATION.  LENGTH OF PACK IS
 OH1367'1/4 HOUR.  THIS IS A DANGEROUS CLIMB WITH A FULL PACK.
 OH1367'
 OH1367'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 OH1367'SOUTH-SOUTHWEST OF MARSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0511 ***********************************************************************
 NT0511  DESIGNATION -  GEORGE
 NT0511  PID         -  NT0511
 NT0511  STATE/COUNTY-  ID/BEAR LAKE
 NT0511  USGS QUAD   -  HARRINGTON PEAK (1980)
 NT0511
 NT0511                         *CURRENT SURVEY CONTROL
 NT0511  ___________________________________________________________________
 NT0511* NAD 83(1992)-  42 31 43.79138(N)    111 16 47.29568(W)     ADJUSTED  
 NT0511* NAVD 88     -      2768.6    (meters)    9083.     (feet)  VERTCON   
 NT0511  ___________________________________________________________________
 NT0511  LAPLACE CORR-           7.13  (seconds)                    DEFLEC99
 NT0511  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 NT0511
 NT0511  HORZ ORDER  -  THIRD
 NT0511
 NT0511.The horizontal coordinates were established by classical geodetic methods
 NT0511.and adjusted by the National Geodetic Survey in July 1992..
 NT0511
 NT0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0511
 NT0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0511
 NT0511.The geoid height was determined by GEOID03.
 NT0511
 NT0511;                    North         East     Units Scale Factor Converg.
 NT0511;SPC ID E     -    96,141.209   272,862.127   MT  1.00001266   +0 35 58.2
 NT0511;UTM  12      - 4,708,532.363   477,020.115   MT  0.99960650   -0 11 20.9
 NT0511
 NT0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0511!SPC ID E     -   0.99956786  x   1.00001266  =   0.99958051
 NT0511!UTM  12      -   0.99956786  x   0.99960650  =   0.99917453
 NT0511
 NT0511:                Primary Azimuth Mark                     Grid Az
 NT0511:SPC ID E     -  PREUSS                                   145 03 10.3
 NT0511:UTM  12      -  PREUSS                                   145 50 29.4
 NT0511
 NT0511|---------------------------------------------------------------------|
 NT0511| PID    Reference Object                     Distance      Geod. Az  |
 NT0511|                                                           dddmmss.s |
 NT0511| NT0536 PREUSS                              APPROX. 4.5 KM 1453908.5 |
 NT0511|---------------------------------------------------------------------|
 NT0511
 NT0511                          SUPERSEDED SURVEY CONTROL
 NT0511
 NT0511  NAD 83(1986)-  42 31 43.78145(N)    111 16 47.28787(W) AD(       ) 3
 NT0511  NAD 27      -  42 31 44.03698(N)    111 16 44.54433(W) AD(       ) 3
 NT0511  NGVD 29 (07/19/86) 2767.2    (m)         9079.     (f) VERT ANG       
 NT0511
 NT0511.Superseded values are not recommended for survey control.
 NT0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0511.See file dsdata.txt to determine how the superseded data were derived.
 NT0511
 NT0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN7702008532(NAD 83)
 NT0511_MARKER: DD = SURVEY DISK
 NT0511_SETTING: 66 = SET IN ROCK OUTCROP
 NT0511_SP_SET: SET IN ROCK OUTCROP
 NT0511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0511+STABILITY: POSITION/ELEVATION WELL
 NT0511
 NT0511  HISTORY     - Date     Condition        Report By
 NT0511  HISTORY     - 1948     MONUMENTED       USGS
 NT0511
 NT0511                          STATION DESCRIPTION
 NT0511
 NT0511'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NT0511'LOCATED 6 MI. NE. OF GEORGETOWN, 2 MI. SE. OF SUMMIT VIEW FOREST CAMP,
 NT0511'ON THE HIGHEST POINT OF A PROMINENT PEAK IN THE ASPEN RANGE BETWEEN
 NT0511'SLUG CREEK AND GEORGETOWN CANYON RDS.
 NT0511'
 NT0511'TO REACH FROM GEORGETOWN HIGH SCHOOL, DRIVE E. ON GEORGETOWN CANYON
 NT0511'RD. FOR 2.1 MI. TO RD. FORKS, TAKE LEFT FORK (N.) ON SLUG CREEK RD.
 NT0511'FOR 5.2 MI. TO SUMMIT VIEW FOREST CAMP AND CATTLEGUARD ACROSS RD.,
 NT0511'JUST PAST CATTLEGUARD TURN RIGHT ONTO DIM TRACK RD. AND FOLLOW SE.
 NT0511'FOR 1 MI. TO END OF TRUCK TRAVEL.  HIKE SE. UP STEEP SLOPE FOR 0.5
 NT0511'MI. TO TOP OF RIDGE THEN S. ALONG RIDGE 1 MI. TO HIGHEST POINT AND
 NT0511'STATION.  A 1-1/2 HOUR PACK.
 NT0511'
 NT0511'STATION MARK--STANDARD TABLET STAMPED---GEORGE 1948---, CEMENTED IN
 NT0511'ROCK OUTCROP.
 NT0511'
 NT0511'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NT0511'---NO 1---, CEMENTED IN SOLID ROCK, 29.34 FT. FROM STATION MARK,
 NT0511'N 47 DEG 26 MIN E.
 NT0511'
 NT0511'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NT0511'---NO 2---, CEMENTED IN SOLID ROCK, 13.24 FT. FROM STATION MARK,
 NT0511'S 28 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0550 ***********************************************************************
 NT0550  DESIGNATION -  GEORGETOWN
 NT0550  PID         -  NT0550
 NT0550  STATE/COUNTY-  ID/BEAR LAKE
 NT0550  USGS QUAD   -  GEORGETOWN (1970)
 NT0550
 NT0550                         *CURRENT SURVEY CONTROL
 NT0550  ___________________________________________________________________
 NT0550* NAD 83(1992)-  42 27 39.73063(N)    111 21 27.32946(W)     ADJUSTED  
 NT0550* NAVD 88     -      1898.5    (meters)    6229.     (feet)  VERTCON   
 NT0550  ___________________________________________________________________
 NT0550  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 NT0550  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 NT0550
 NT0550  HORZ ORDER  -  SECOND
 NT0550
 NT0550.The horizontal coordinates were established by classical geodetic methods
 NT0550.and adjusted by the National Geodetic Survey in July 1992..
 NT0550
 NT0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0550
 NT0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0550
 NT0550.The geoid height was determined by GEOID03.
 NT0550
 NT0550;                    North         East     Units Scale Factor Converg.
 NT0550;SPC ID E     -    88,546.772   266,543.151   MT  1.00000183   +0 32 46.4
 NT0550;UTM  12      - 4,701,028.556   470,599.835   MT  0.99961063   -0 14 29.1
 NT0550
 NT0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0550!SPC ID E     -   0.99970429  x   1.00000183  =   0.99970612
 NT0550!UTM  12      -   0.99970429  x   0.99961063  =   0.99931503
 NT0550
 NT0550|---------------------------------------------------------------------|
 NT0550| PID    Reference Object                     Distance      Geod. Az  |
 NT0550|                                                           dddmmss.s |
 NT0550| CM5617 GEORGETOWN RM 1                      23.870 METERS 04235     |
 NT0550| CM5618 GEORGETOWN RM 2                      17.290 METERS 11554     |
 NT0550| NT0552 MONTPELIER MUNICIPAL TANK           APPROX.16.7 KM 1610644.9 |
 NT0550| CM5616 GEORGETOWN AZ MK                                   3213037.7 |
 NT0550| NT0516 GEORGETOWN MICROWAVE MAST           APPROX. 7.9 KM 3253542.5 |
 NT0550|---------------------------------------------------------------------|
 NT0550
 NT0550                          SUPERSEDED SURVEY CONTROL
 NT0550
 NT0550  NAD 83(1986)-  42 27 39.72196(N)    111 21 27.32564(W) AD(       ) 2
 NT0550  NAD 27      -  42 27 39.98970(N)    111 21 24.56960(W) AD(       ) 2
 NT0550  NGVD 29 (07/19/86) 1897.3    (m)         6225.     (f) VERT ANG       
 NT0550
 NT0550.Superseded values are not recommended for survey control.
 NT0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0550.See file dsdata.txt to determine how the superseded data were derived.
 NT0550
 NT0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN7060001029(NAD 83)
 NT0550_MARKER: DS = TRIANGULATION STATION DISK
 NT0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0550
 NT0550  HISTORY     - Date     Condition        Report By
 NT0550  HISTORY     - 1963     MONUMENTED       CGS
 NT0550  HISTORY     - 1970     GOOD             USGS
 NT0550
 NT0550                          STATION DESCRIPTION
 NT0550
 NT0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0550'STATION IS ABOUT 5 MILES NORTH-NORTHWEST OF BENNINGTON,
 NT0550'1-1/2 MILES SOUTH-SOUTHEAST OF GEORGRTOWN, AND 0.25 MILE EAST
 NT0550'OF U.S. 30N ON THE HIGHEST POINT OF A SMALL RIDGE.  THE LAND
 NT0550'IS OWNED BY ROY ROBINSON WHO LIVES ABOUT 0.3 MILE NORTHWEST
 NT0550'OF THE STATION.
 NT0550'
 NT0550'TO REACH FROM THE POST OFFICE IN GEORGETOWN, GO SOUTH ON U.S.
 NT0550'30N FOR 0.6 MILE TO AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH,
 NT0550'FOR 0.55 MILE TO A FARM HOUSE ON THE LEFT, CONTINUE, SOUTH,
 NT0550'FOR 0.1 MILE TO A GATE ON THE LEFT, TURN LEFT, EAST, THROUGH
 NT0550'THE GATE AND FOLLOW TRACK ROAD UP HILL PASSING UNDER POWERLINE
 NT0550'FOR 0.35 MILE TO TOP OF HILL AND STATION ON THE LEFT.
 NT0550'
 NT0550'THE STATION MARK IS A STANDARD DISK STAMPED, GEORGETOWN 1963,
 NT0550'IT IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST 8 INCHES
 NT0550'BELOW THE SURFACE OF THE GROUND.  IT IS 55 FEET WEST-SOUTHWEST
 NT0550'OF THE SOUTH GATE POST, 52 FEET WEST OF THE FENCE, 31 FEET
 NT0550'WEST OF A TRACK ROAD, AND ON THE HIGHEST POINT OF A GRASSY HILL.
 NT0550'
 NT0550'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GEORGETOWN NO
 NT0550'1 1963, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 NT0550'5 INCHES.  IT IS 19 FEET NORTH OF THE NORTH GATE POST, 1 FOOT
 NT0550'WEST OF THE FENCE AND ABOUT 3 FEET LOWER THAN THE STATION.
 NT0550'
 NT0550'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GEORGETOWN NO
 NT0550'2 1963, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 NT0550'1 INCH.  IT IS 2 FEET WEST OF A METAL WITNESS POST, 6 INCHES
 NT0550'WEST OF THE FENCE, AND ABOUT 2 FEET LOWER THAN THE STATION.
 NT0550'
 NT0550'AZIMUTH MARK IS A STANDARD DISK STAMPED, GEORGETOWN 1963,
 NT0550'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 NT0550'INCHES.  IT IS 38 FEET EAST OF THE CENTERLINE OF U.S. 30N,
 NT0550'9 FEET WEST OF A FENCE, 1.5 FEET WEST OF A POWERLINE POLE,
 NT0550'1.5 FEET EAST OF A METAL WITNESS POST, AND ABOUT 1 FOOT LOWER
 NT0550'THAN THE HIGHWAY.
 NT0550
 NT0550                          STATION RECOVERY (1970)
 NT0550
 NT0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NT0550'REFERENCE MARK NO. 2--THE TOP 2 INCH OF THE POST HAS BEEN BROKEN
 NT0550'OFF AND THE REFERENCE MARK IS DESTROYED.
 NT0550'
 NT0550'STATION MARK--A STANDARD DISK STAMPED---GEORGETOWN 1963---, SET IN
 NT0550'TOP OF A 12 INCH SQUARE CONCRETE POST 8 INCHES BELOW THE SURFACE OF
 NT0550'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0516 ***********************************************************************
 NT0516  DESIGNATION -  GEORGETOWN MICROWAVE MAST
 NT0516  PID         -  NT0516
 NT0516  STATE/COUNTY-  ID/BEAR LAKE
 NT0516  USGS QUAD   -  FOSSIL CANYON (1970)
 NT0516
 NT0516                         *CURRENT SURVEY CONTROL
 NT0516  ___________________________________________________________________
 NT0516* NAD 83(1992)-  42 31 10.84369(N)    111 24 42.81160(W)     ADJUSTED  
 NT0516* NAVD 88     -                                                        
 NT0516  ___________________________________________________________________
 NT0516  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 NT0516  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 NT0516
 NT0516  HORZ ORDER  -  THIRD
 NT0516
 NT0516.The horizontal coordinates were established by classical geodetic methods
 NT0516.and adjusted by the National Geodetic Survey in July 1992..
 NT0516
 NT0516
 NT0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0516
 NT0516.The geoid height was determined by GEOID03.
 NT0516
 NT0516;                    North         East     Units Scale Factor Converg.
 NT0516;SPC ID E     -    95,019.507   262,019.159   MT  0.99999467   +0 30 36.5
 NT0516;UTM  12      - 4,707,560.380   466,167.007   MT  0.99961408   -0 16 42.2
 NT0516
 NT0516                          SUPERSEDED SURVEY CONTROL
 NT0516
 NT0516  NAD 83(1986)-  42 31 10.83085(N)    111 24 42.80765(W) AD(       ) 4
 NT0516  NAD 27      -  42 31 11.09700(N)    111 24 40.03700(W) AD(       ) 3
 NT0516
 NT0516.Superseded values are not recommended for survey control.
 NT0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0516.See file dsdata.txt to determine how the superseded data were derived.
 NT0516
 NT0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN6616707560(NAD 83)
 NT0516_MARKER: 44 = MICROWAVE MAST
 NT0516
 NT0516  HISTORY     - Date     Condition        Report By
 NT0516  HISTORY     - 1963     FIRST OBSERVED   CGS
 NT0516
 NT0516                          STATION DESCRIPTION
 NT0516
 NT0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0516'THE STATION IS THE TOP CENTER OF A MICRO-WAVE MAST THAT IS
 NT0516'APPROXIMATELY 25 FEET HIGH.  IT IS BUILT OF STRUCTUAL STEEL.
 NT0516'THE STATION IS ON A LOW HILL ABOUT 13-1/4 MILES SOUTHEAST OF
 NT0516'SODA SPRINGS, 2 MILES NORTHWEST OF GEORGETOWN AND 1/4 MILE
 NT0516'WEST OF U.S. HIGHWAY 30 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0734 ***********************************************************************
 QA0734  DESIGNATION -  GERMANIA
 QA0734  PID         -  QA0734
 QA0734  STATE/COUNTY-  ID/CUSTER
 QA0734  USGS QUAD   -  WASHINGTON PEAK (1980)
 QA0734
 QA0734                         *CURRENT SURVEY CONTROL
 QA0734  ___________________________________________________________________
 QA0734* NAD 83(1992)-  44 00 30.16333(N)    114 40 21.95688(W)     ADJUSTED  
 QA0734* NAVD 88     -      3207.8    (meters)   10524.     (feet)  VERTCON   
 QA0734  ___________________________________________________________________
 QA0734  LAPLACE CORR-           9.86  (seconds)                    DEFLEC99
 QA0734  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 QA0734
 QA0734  HORZ ORDER  -  THIRD
 QA0734
 QA0734.The horizontal coordinates were established by classical geodetic methods
 QA0734.and adjusted by the National Geodetic Survey in July 1992..
 QA0734
 QA0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0734
 QA0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0734
 QA0734.The geoid height was determined by GEOID03.
 QA0734
 QA0734;                    North         East     Units Scale Factor Converg.
 QA0734;SPC ID C     -   260,346.188   446,050.405   MT  0.99998315   -0 28 02.7
 QA0734;UTM  11      - 4,875,436.526   686,559.528   MT  1.00002808   +1 37 02.4
 QA0734
 QA0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0734!SPC ID C     -   0.99949917  x   0.99998315  =   0.99948233
 QA0734!UTM  11      -   0.99949917  x   1.00002808  =   0.99952724
 QA0734
 QA0734|---------------------------------------------------------------------|
 QA0734| PID    Reference Object                     Distance      Geod. Az  |
 QA0734|                                                           dddmmss.s |
 QA0734| CD5128 GERMANIA RM 2                         3.792 METERS 20541     |
 QA0734| CD5127 GERMANIA RM 1                         2.969 METERS 30444     |
 QA0734| QA0738 PIGTAIL                             APPROX.15.2 KM 3221241.5 |
 QA0734|---------------------------------------------------------------------|
 QA0734
 QA0734                          SUPERSEDED SURVEY CONTROL
 QA0734
 QA0734  NAD 83(1986)-  44 00 30.16166(N)    114 40 21.95149(W) AD(       ) 3
 QA0734  NAD 27      -  44 00 30.47839(N)    114 40 18.71905(W) AD(       ) 3
 QA0734  NGVD 29 (07/19/86) 3206.2    (m)        10519.     (f) VERT ANG       
 QA0734
 QA0734.Superseded values are not recommended for survey control.
 QA0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0734.See file dsdata.txt to determine how the superseded data were derived.
 QA0734
 QA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ8656075437(NAD 83)
 QA0734_MARKER: DD = SURVEY DISK
 QA0734_SETTING: 80 = SET IN A BOULDER
 QA0734
 QA0734  HISTORY     - Date     Condition        Report By
 QA0734  HISTORY     - 1961     MONUMENTED       USGS
 QA0734
 QA0734                          STATION DESCRIPTION
 QA0734
 QA0734'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QA0734'LOCATED ABOUT 22.0 MI SW. OF CLAYTON, ABOUT 20.0 MI SE. OF
 QA0734'STANLEY.  ON HIGH PROMINENT PEAK KNOWN AS WASHINGTON PEAK, AT HEAD
 QA0734'OF CHAMPION CREEK AND E. OF CHAMPION LAKES.
 QA0734'
 QA0734'STATION REACHED BY HELICOPTER.
 QA0734'
 QA0734'STATION MARK--A USGS TRIANGULATION TABLET STAMPED---GERMANIA 1961---,
 QA0734'SET IN TOP OF BURIED ROCK.
 QA0734'
 QA0734'REFERENCE MARK NO. 1--A 1/2 IN. IRON ROD DRIVEN IN GROUND, 9.74 FT.
 QA0734'FROM STATION, N 55 DEG 16 MIN W.
 QA0734'
 QA0734'REFERENCE MARK NO. 2--A 1/2 IN. IRON ROD DRIVEN IN GROUND, 12.44 FT.
 QA0734'FROM STATION, S 25 DEG 41 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1381 ***********************************************************************
 RA1381  DESIGNATION -  GETTA CREEK
 RA1381  PID         -  RA1381
 RA1381  STATE/COUNTY-  ID/IDAHO
 RA1381  USGS QUAD   -  LORD FLAT (1990)
 RA1381
 RA1381                         *CURRENT SURVEY CONTROL
 RA1381  ___________________________________________________________________
 RA1381* NAD 83(1992)-  45 44 55.05547(N)    116 32 30.81592(W)     ADJUSTED  
 RA1381* NAVD 88     -       419.2    (meters)    1375.     (feet)  VERTCON   
 RA1381  ___________________________________________________________________
 RA1381  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 RA1381  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 RA1381
 RA1381  HORZ ORDER  -  SECOND
 RA1381
 RA1381.The horizontal coordinates were established by classical geodetic methods
 RA1381.and adjusted by the National Geodetic Survey in July 1992..
 RA1381
 RA1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1381
 RA1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1381
 RA1381.The geoid height was determined by GEOID03.
 RA1381
 RA1381;                    North         East     Units Scale Factor Converg.
 RA1381;SPC ID W     -   453,807.288   738,384.296   MT  0.99997999   -0 34 02.1
 RA1381;SPC OR N     -   238,898.338 2,807,853.606   MT  0.99994580   +2 48 25.3
 RA1381;SPC OR N     -   783,787.20  9,212,118.13   iFT  0.99994580   +2 48 25.3
 RA1381;UTM  11      - 5,066,220.827   535,632.542   MT  0.99961561   +0 19 41.3
 RA1381
 RA1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1381!SPC ID W     -   0.99993684  x   0.99997999  =   0.99991683
 RA1381!SPC OR N     -   0.99993684  x   0.99994580  =   0.99988264
 RA1381!UTM  11      -   0.99993684  x   0.99961561  =   0.99955247
 RA1381
 RA1381|---------------------------------------------------------------------|
 RA1381| PID    Reference Object                     Distance      Geod. Az  |
 RA1381|                                                           dddmmss.s |
 RA1381| CH7400 GETTA CREEK RM 2                      6.532 METERS 01955     |
 RA1381| CH7398 GETTA CREEK AZ MK                                  0304014.5 |
 RA1381| CH7399 GETTA CREEK RM 1                      5.681 METERS 12944     |
 RA1381|---------------------------------------------------------------------|
 RA1381
 RA1381                          SUPERSEDED SURVEY CONTROL
 RA1381
 RA1381  NAD 83(1991)-  45 44 55.05577(N)    116 32 30.81564(W) AD(       ) 2
 RA1381  NAD 83(1986)-  45 44 55.05638(N)    116 32 30.81505(W) AD(       ) 2
 RA1381  NAD 27      -  45 44 55.48069(N)    116 32 27.29770(W) AD(       ) 2
 RA1381  NGVD 29 (07/19/86)  418.1    (m)         1372.     (f) VERT ANG       
 RA1381
 RA1381.Superseded values are not recommended for survey control.
 RA1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1381.See file dsdata.txt to determine how the superseded data were derived.
 RA1381
 RA1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL3563366221(NAD 83)
 RA1381_MARKER: Z = SEE DESCRIPTION
 RA1381_SETTING: 0 = UNSPECIFIED SETTING
 RA1381
 RA1381  HISTORY     - Date     Condition        Report By
 RA1381  HISTORY     - 1945     MONUMENTED       CGS
 RA1381
 RA1381                          STATION DESCRIPTION
 RA1381
 RA1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1381'THE STATION IS LOCATED ON A ROCKY POINT ON THE S END OF A RIDGE
 RA1381'ABOVE THE MOUTH OF GETTA CREEK, ON THE E SIDE OF THE SNAKE RIVER,
 RA1381'AND ON THE NW SIDE OF THE CREEK.  IT IS SITUATED 2 MILES, AIRLINE,
 RA1381'3 MILES BY A STEEP GRADED ROAD AND TRAIL S OF THE GEORGE BRUST
 RA1381'RANCH, ABOUT 3/4 MILE BELOW THE SLIM JOHNSON RANCH, AND ABOUT
 RA1381'300 YARDS N OF THE SAND BAR AND BOAT LANDING.
 RA1381'
 RA1381'STATION MARK IS A BRONZE STATION DISK IN OUTCROPPING BEDROCK
 RA1381'STAMPED GETTA CR 1945 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 RA1381'
 RA1381'REFERENCE MARK 1 IS 18.64 FEET ESE OF THE STATION AND APPROXIMATELY
 RA1381'1 FOOT LOWER.  IT IS A BRONZE REFERENCE DISK IN OUTCROPPING
 RA1381'BEDROCK STAMPED GETTA CR NO 1 1945 AND IS FLUSH WITH THE SURFACE
 RA1381'OF THE GROUND.
 RA1381'
 RA1381'REFERENCE MARK 2 IS 21.43 FEET N OF THE STATION.  IT IS A BRONZE
 RA1381'REFERENCE DISK IN OUTCROPPING BEDROCK STAMPED GETTA CR NO 2 1945
 RA1381'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 RA1381'
 RA1381'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE, AIRLINE, ENE OF
 RA1381'THE STATION, 50 FEET W OF THE TRAIL, AND APPROXIMATELY 75 FEET
 RA1381'SW OF A SERVICE BERRY BUSH.  IT IS A BRONZE AZIMUTH DISK IN
 RA1381'OUTCROPPING BEDROCK STAMPED GETTA CR 1945 AND PROJECTS 18
 RA1381'INCHES.  TO REACH FROM THE STATION, PROCEED ON FOOT ESE FOR
 RA1381'APPROXIMATELY 0.3 MILE TO THE MARK AS DESCRIBED.
 RA1381'
 RA1381'TO REACH THE STATION FROM LEWISTON, GO UP THE SNAKE RIVER BY
 RA1381'BOAT FOR APPROXIMATELY 70 MILES TO THE MOUTH OF GETTA CREEK AND
 RA1381'THE STATION AS DESCRIBED.
 RA1381'
 RA1381'HEIGHT OF LIGHT ABOVE STATION MARK 0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0383 ***********************************************************************
 SV0383  DESIGNATION -  GG 285
 SV0383  PID         -  SV0383
 SV0383  STATE/COUNTY-  ID/KOOTENAI
 SV0383  USGS QUAD   -  RATHDRUM (1996)
 SV0383
 SV0383                         *CURRENT SURVEY CONTROL
 SV0383  ___________________________________________________________________
 SV0383* NAD 83(1986)-  47 45 50.     (N)    116 58 50.     (W)     SCALED    
 SV0383* NAVD 88     -       649.073  (meters)    2129.50   (feet)  ADJUSTED  
 SV0383  ___________________________________________________________________
 SV0383  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 SV0383  DYNAMIC HT  -         649.109 (meters)    2129.62  (feet)  COMP
 SV0383  MODELED GRAV-     980,646.3   (mgal)                       NAVD 88
 SV0383
 SV0383  VERT ORDER  -  FIRST     CLASS II
 SV0383
 SV0383.The horizontal coordinates were scaled from a topographic map and have
 SV0383.an estimated accuracy of +/- 6 seconds.
 SV0383
 SV0383.The orthometric height was determined by differential leveling
 SV0383.and adjusted by the National Geodetic Survey in June 1991..
 SV0383
 SV0383.The geoid height was determined by GEOID03.
 SV0383
 SV0383.The dynamic height is computed by dividing the NAVD 88
 SV0383.geopotential number by the normal gravity value computed on the
 SV0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0383.degrees latitude (g = 980.6199 gals.).
 SV0383
 SV0383.The modeled gravity was interpolated from observed gravity values.
 SV0383
 SV0383;                    North         East    Units  Estimated Accuracy
 SV0383;SPC ID W     -   678,250.      707,760.      MT  (+/- 180 meters Scaled)
 SV0383
 SV0383                          SUPERSEDED SURVEY CONTROL
 SV0383
 SV0383  NGVD 29 (??/??/92)  647.901  (m)         2125.66   (f) ADJ UNCH    1 2
 SV0383
 SV0383.Superseded values are not recommended for survey control.
 SV0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0383.See file dsdata.txt to determine how the superseded data were derived.
 SV0383
 SV0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN014900(NAD 83)
 SV0383_MARKER: DD = SURVEY DISK
 SV0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0383_STAMPING: PT 182+04.9 40.00 GG 285
 SV0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0383+STABILITY: SURFACE MOTION
 SV0383
 SV0383  HISTORY     - Date     Condition        Report By
 SV0383  HISTORY     - UNK      MONUMENTED       IDDT
 SV0383  HISTORY     - 1944     GOOD             NGS
 SV0383
 SV0383                          STATION DESCRIPTION
 SV0383
 SV0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0383'5 MI NW FROM POST FALLS.
 SV0383'MARK IS 1.85 MILES EAST ALONG STATE HIGHWAY 53 FROM THE RAILROAD DEPOT
 SV0383'IN HAUSER, 38.6 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 53
 SV0383'IN A FENCE LINE.  IT IS STAMPED, PT 182+04.9 40.00 GG 285 AND THE DISK
 SV0383'IS SET IN THE TOP OF A 6 BY 6 INCH SQUARE CONCRETE POST THAT PROJECTS
 SV0383'6 INCHES.  NOTE-- TO REACH FROM THE RAILROAD DEPOT IN HAUSER, GO EAST
 SV0383'ON STATE HIGHWAY 53 FOR 1.85 MILES TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0333 ***********************************************************************
 RZ0333  DESIGNATION -  GG 362
 RZ0333  PID         -  RZ0333
 RZ0333  STATE/COUNTY-  ID/NEZ PERCE
 RZ0333  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ0333
 RZ0333                         *CURRENT SURVEY CONTROL
 RZ0333  ___________________________________________________________________
 RZ0333* NAD 83(1986)-  46 26 08.     (N)    116 57 52.     (W)     SCALED    
 RZ0333* NAVD 88     -       234.725  (meters)     770.09   (feet)  ADJUSTED  
 RZ0333  ___________________________________________________________________
 RZ0333  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 RZ0333  DYNAMIC HT  -         234.719 (meters)     770.07  (feet)  COMP
 RZ0333  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 RZ0333
 RZ0333  VERT ORDER  -  SECOND    CLASS 0
 RZ0333
 RZ0333.The horizontal coordinates were scaled from a topographic map and have
 RZ0333.an estimated accuracy of +/- 6 seconds.
 RZ0333
 RZ0333.The orthometric height was determined by differential leveling
 RZ0333.and adjusted by the National Geodetic Survey in June 1991..
 RZ0333
 RZ0333.The geoid height was determined by GEOID03.
 RZ0333
 RZ0333.The dynamic height is computed by dividing the NAVD 88
 RZ0333.geopotential number by the normal gravity value computed on the
 RZ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0333.degrees latitude (g = 980.6199 gals.).
 RZ0333
 RZ0333.The modeled gravity was interpolated from observed gravity values.
 RZ0333
 RZ0333;                    North         East    Units  Estimated Accuracy
 RZ0333;SPC ID W     -   530,570.      706,670.      MT  (+/- 180 meters Scaled)
 RZ0333
 RZ0333                          SUPERSEDED SURVEY CONTROL
 RZ0333
 RZ0333  NGVD 29 (??/??/92)  233.729  (m)          766.83   (f) ADJ UNCH    2 0
 RZ0333
 RZ0333.Superseded values are not recommended for survey control.
 RZ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0333.See file dsdata.txt to determine how the superseded data were derived.
 RZ0333
 RZ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM027424(NAD 83)
 RZ0333_MARKER: DD = SURVEY DISK
 RZ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0333_STAMPING: GG 362 1959
 RZ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0333+STABILITY: SURFACE MOTION
 RZ0333
 RZ0333  HISTORY     - Date     Condition        Report By
 RZ0333  HISTORY     - 1959     MONUMENTED       IDGS
 RZ0333  HISTORY     - 1959     GOOD             DOD
 RZ0333  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0333
 RZ0333                          STATION DESCRIPTION
 RZ0333
 RZ0333'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0333'3.45 MI E FROM LEWISTON.
 RZ0333'APPROXIMATELY 3.45 MILES UPSTREAM ALONG STATE HIGHWAYS 95 AND 410 FROM
 RZ0333'THE NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ABOUT 70 FEET UPSTREAM
 RZ0333'FROM AN INLAND ADVERTISING CO. SIGNPOST, 48 FEET NORTH OF THE
 RZ0333'CENTERLINE OF HIGHWAY 95 (WESTBOUND TRAFFIC), ON THE RIGHT BANK OF THE
 RZ0333'CLEARWATER RIVER, AND 1 FOOT SOUTH OF A HIGHWAY RIGHT-OF-WAY FENCE. A
 RZ0333'STATE OF IDAHO BRONZE BOUNDARY MARKER SET IN THE TOP OF A CONCRETE
 RZ0333'POST.
 RZ0333
 RZ0333                          STATION RECOVERY (1980)
 RZ0333
 RZ0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0333'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0911 ***********************************************************************
 NU0911  DESIGNATION -  GG 83
 NU0911  PID         -  NU0911
 NU0911  STATE/COUNTY-  ID/CASSIA
 NU0911  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0911
 NU0911                         *CURRENT SURVEY CONTROL
 NU0911  ___________________________________________________________________
 NU0911* NAD 83(1986)-  42 30 07.     (N)    113 24 26.     (W)     SCALED    
 NU0911* NAVD 88     -      1367.619  (meters)    4486.93   (feet)  ADJUSTED  
 NU0911  ___________________________________________________________________
 NU0911  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NU0911  DYNAMIC HT  -        1366.789 (meters)    4484.21  (feet)  COMP
 NU0911  MODELED GRAV-     979,966.6   (mgal)                       NAVD 88
 NU0911
 NU0911  VERT ORDER  -  SECOND    CLASS 0
 NU0911
 NU0911.The horizontal coordinates were scaled from a topographic map and have
 NU0911.an estimated accuracy of +/- 6 seconds.
 NU0911
 NU0911.The orthometric height was determined by differential leveling
 NU0911.and adjusted by the National Geodetic Survey in June 1991..
 NU0911
 NU0911.The geoid height was determined by GEOID03.
 NU0911
 NU0911.The dynamic height is computed by dividing the NAVD 88
 NU0911.geopotential number by the normal gravity value computed on the
 NU0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0911.degrees latitude (g = 980.6199 gals.).
 NU0911
 NU0911.The modeled gravity was interpolated from observed gravity values.
 NU0911
 NU0911;                    North         East    Units  Estimated Accuracy
 NU0911;SPC ID C     -    92,940.      548,720.      MT  (+/- 180 meters Scaled)
 NU0911
 NU0911                          SUPERSEDED SURVEY CONTROL
 NU0911
 NU0911  NGVD 29 (??/??/92) 1366.604  (m)         4483.60   (f) ADJ UNCH    2 0
 NU0911
 NU0911.Superseded values are not recommended for survey control.
 NU0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0911.See file dsdata.txt to determine how the superseded data were derived.
 NU0911
 NU0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN022083(NAD 83)
 NU0911_MARKER: DB = BENCH MARK DISK
 NU0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0911_STAMPING: GG 83
 NU0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0911+STABILITY: SURFACE MOTION
 NU0911
 NU0911  HISTORY     - Date     Condition        Report By
 NU0911  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0911  HISTORY     - 1958     POOR             NGS
 NU0911  HISTORY     - 1980     MARK NOT FOUND   USGS
 NU0911
 NU0911                          STATION DESCRIPTION
 NU0911
 NU0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0911'12.15 MI E FROM DECLO.
 NU0911'12.15 MILES EAST AND SOUTHEAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE
 NU0911'JUNCTION OF STATE HIGHWAY 77 AT DECLO, 50 FEET SOUTHWEST OF THE CENTER
 NU0911'LINE OF THE HIGHWAY, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN
 NU0911'THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
 NU0911'NOTE-- THIS MARK IS LOOSE IN THE GROUND.  THIS MARK IS NOT STAMPED
 NU0911'1934.
 NU0911
 NU0911                          STATION RECOVERY (1980)
 NU0911
 NU0911'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NU0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0322 ***********************************************************************
 OY0322  DESIGNATION -  GG 96
 OY0322  PID         -  OY0322
 OY0322  STATE/COUNTY-  ID/BINGHAM
 OY0322  USGS QUAD   -  BLACKFOOT (1971)
 OY0322
 OY0322                         *CURRENT SURVEY CONTROL
 OY0322  ___________________________________________________________________
 OY0322* NAD 83(1986)-  43 11 16.     (N)    112 21 58.     (W)     SCALED    
 OY0322* NAVD 88     -      1369.590  (meters)    4493.40   (feet)  ADJUSTED  
 OY0322  ___________________________________________________________________
 OY0322  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 OY0322  DYNAMIC HT  -        1368.842 (meters)    4490.94  (feet)  COMP
 OY0322  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 OY0322
 OY0322  VERT ORDER  -  SECOND    CLASS 0
 OY0322
 OY0322.The horizontal coordinates were scaled from a topographic map and have
 OY0322.an estimated accuracy of +/- 6 seconds.
 OY0322
 OY0322.The orthometric height was determined by differential leveling
 OY0322.and adjusted by the National Geodetic Survey in June 1991..
 OY0322
 OY0322.The geoid height was determined by GEOID03.
 OY0322
 OY0322.The dynamic height is computed by dividing the NAVD 88
 OY0322.geopotential number by the normal gravity value computed on the
 OY0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0322.degrees latitude (g = 980.6199 gals.).
 OY0322
 OY0322.The modeled gravity was interpolated from observed gravity values.
 OY0322
 OY0322;                    North         East    Units  Estimated Accuracy
 OY0322;SPC ID E     -   168,980.      183,790.      MT  (+/- 180 meters Scaled)
 OY0322
 OY0322                          SUPERSEDED SURVEY CONTROL
 OY0322
 OY0322  NGVD 29 (??/??/92) 1368.537  (m)         4489.94   (f) ADJ UNCH    2 0
 OY0322
 OY0322.Superseded values are not recommended for survey control.
 OY0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0322.See file dsdata.txt to determine how the superseded data were derived.
 OY0322
 OY0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN889825(NAD 83)
 OY0322_MARKER: DB = BENCH MARK DISK
 OY0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0322_STAMPING: GG 96 1959
 OY0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0322+STABILITY: SURFACE MOTION
 OY0322
 OY0322  HISTORY     - Date     Condition        Report By
 OY0322  HISTORY     - 1959     MONUMENTED       CGS
 OY0322  HISTORY     - 1960     GOOD             NGS
 OY0322
 OY0322                          STATION DESCRIPTION
 OY0322
 OY0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0322'1.65 MI W FROM BLACKFOOT.
 OY0322'0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0322'HIGHWAYS 26, 91 AND 191 AT BLACKFOOT, THENCE 0.6 MILE WEST ALONG
 OY0322'RIVERTON ROAD, THENCE 0.35 MILES NORTH ALONG LANSING STREET, AT THE
 OY0322'SOUTHEAST CORNER OF THE INTERSECTION OF CENTER STREET, 22 FEET EAST OF
 OY0322'THE CENTER LINE OF LANSING STREET, 34 FEET SOUTH OF THE CENTER LINE OF
 OY0322'CENTER STREET, 47 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 OY0322'RESIDENCE 1190 CENTER STREE, 3 FEET SOUTH OF A TELEPHONE POLE, 3 FEET
 OY0322'SOUTHEAST OF AN IRON PIPE SUPPORTING A STOP SIGN, AND SET IN THE TOP
 OY0322'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0852 ***********************************************************************
 OY0852  DESIGNATION -  GIBSON
 OY0852  PID         -  OY0852
 OY0852  STATE/COUNTY-  ID/BINGHAM
 OY0852  USGS QUAD   -  FORT HALL (1971)
 OY0852
 OY0852                         *CURRENT SURVEY CONTROL
 OY0852  ___________________________________________________________________
 OY0852* NAD 83(1992)-  43 07 00.08072(N)    112 22 39.79040(W)     ADJUSTED  
 OY0852* NAVD 88     -      1494.7    (meters)    4904.     (feet)  VERTCON   
 OY0852  ___________________________________________________________________
 OY0852  LAPLACE CORR-           5.43  (seconds)                    DEFLEC99
 OY0852  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 OY0852
 OY0852  HORZ ORDER  -  THIRD
 OY0852
 OY0852.The horizontal coordinates were established by classical geodetic methods
 OY0852.and adjusted by the National Geodetic Survey in July 1992..
 OY0852
 OY0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0852
 OY0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0852
 OY0852.The geoid height was determined by GEOID03.
 OY0852
 OY0852;                    North         East     Units Scale Factor Converg.
 OY0852;SPC ID E     -   161,082.941   182,824.047   MT  0.99995100   -0 08 39.3
 OY0852;UTM  12      - 4,774,694.190   387,916.357   MT  0.99975454   -0 56 30.3
 OY0852
 OY0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0852!SPC ID E     -   0.99976763  x   0.99995100  =   0.99971864
 OY0852!UTM  12      -   0.99976763  x   0.99975454  =   0.99952222
 OY0852
 OY0852|---------------------------------------------------------------------|
 OY0852| PID    Reference Object                     Distance      Geod. Az  |
 OY0852|                                                           dddmmss.s |
 OY0852| CN3588 GIBSON RM 1                           7.931 METERS 04137     |
 OY0852| CN3589 GIBSON RM 2                          12.962 METERS 21959     |
 OY0852| OY0856 FERRY 2                             APPROX. 9.4 KM 2670939.7 |
 OY0852|---------------------------------------------------------------------|
 OY0852
 OY0852                          SUPERSEDED SURVEY CONTROL
 OY0852
 OY0852  NAD 83(1986)-  43 07 00.07484(N)    112 22 39.77557(W) AD(       ) 3
 OY0852  NAD 27      -  43 07 00.37800(N)    112 22 36.86040(W) AD(       ) 3
 OY0852  NGVD 29 (07/19/86) 1493.6    (m)         4900.     (f) VERT ANG       
 OY0852
 OY0852.Superseded values are not recommended for survey control.
 OY0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0852.See file dsdata.txt to determine how the superseded data were derived.
 OY0852
 OY0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8791674694(NAD 83)
 OY0852_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0852_SETTING: 66 = SET IN ROCK OUTCROP
 OY0852
 OY0852  HISTORY     - Date     Condition        Report By
 OY0852  HISTORY     - 1959     MONUMENTED       CGS
 OY0852
 OY0852                          STATION DESCRIPTION
 OY0852
 OY0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0852'THE STATION IS 5 MILES SOUTHWEST OF THE CENTER OF BLACKFOOT,
 OY0852'3/4 MILE EAST OF THE INTERSTATE ROUTE AND 0.5 MILES NORTH OF
 OY0852'THE POINT OF CROSSING OF A LARGE POWER LINE.  THE STATION IS
 OY0852'ON THE SUMMIT AND ABOUT THE CENTER OF A LONG NORTH-SOUTH RIDGE,
 OY0852'SAGE COVERED AND QUITE SANDY.
 OY0852'
 OY0852'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 26, 91
 OY0852'AND 191 IN BLACKFOOT, PROCEED SOUTHWESTERLY ALONG U.S. HIGHWAYS 91
 OY0852'AND 191 FOR 6.6 MILES TO A SIDE ROAD LEFT, TURN LEFT THENCE
 OY0852'SOUTHTHENCE LEFT, EAST, FOR 0.9 MILE TO A POINT WHERE THE
 OY0852'PAVED ROAD TURNS LEFT, NORTH, AND A GRAVELED ROAD CONTINUES
 OY0852'SOUTH AND SOUTHEAST, KEEP THE GRAVELED ROAD SOUTH AND SOUTHEAST
 OY0852'FOR 0.5 MILE TO THE OVERPASS AND JUST BEYOND IT A THREE WAY
 OY0852'FORK, KEEP THE MIDDLE FORK, EAST AND SOUTHEAST, AFTER CROSSING
 OY0852'THE CANAL BRIDGE FOR 0.25 MILE TO THE POWER LINE, TURN
 OY0852'NORTHEAST UP THE STEEP SIDEHILL ROAD ALONG THE POWER LINE FOR
 OY0852'0.7 MILE TO THE CREST OF THE RIDGE AT THREE WELL GUYED
 OY0852'POWER POLES, TURN LEFT, NORTHERLY, FOLLOWING THE POWER LINE
 OY0852'ROAD ALONG THE NORTH SIDE OF THE RIDGE INTO A SADDLE FOR 0.3
 OY0852'MILE, LEAVE THE ROAD, CROSSING THE SADDLE AND GO CROSS
 OY0852'COUNTRY, ALONG THE WEST SIDEHILL KEEPING TO THE LEFT, BELOW THE
 OY0852'CREST, FOR 0.3 MILE TO THE STATION SITE AT ABOUT THE CENTER OF
 OY0852'THE LONG RIDGE.
 OY0852'
 OY0852'THE STATION MARK, STAMPED GIBSON 1959, IS A STANDARD DISK SET
 OY0852'IN CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 OY0852'
 OY0852'REFERENCE MARK 1, STAMPED GIBSON NO 1 1959, IS A STANDARD DISK
 OY0852'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AND 2 FEET LOWER
 OY0852'THAN THE STATION MARK.
 OY0852'
 OY0852'REFERENCE MARK 2, STAMPED GIBSON NO 2 1959, IS A STANDARD
 OY0852'DISK SET IN A DRILL HOLE IN THE OUTCROPPING BEDROCK 1.5 FEET
 OY0852'LOWER THAN THE STATION MARK.
 OY0852'
 OY0852'A 4-WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0858 ***********************************************************************
 OY0858  DESIGNATION -  GIBSON AIRCRAFT AID SW MAST
 OY0858  PID         -  OY0858
 OY0858  STATE/COUNTY-  ID/BINGHAM
 OY0858  USGS QUAD   -  FORT HALL (1971)
 OY0858
 OY0858                         *CURRENT SURVEY CONTROL
 OY0858  ___________________________________________________________________
 OY0858* NAD 83(1992)-  43 06 44.65170(N)    112 29 36.24191(W)     ADJUSTED  
 OY0858* NAVD 88     -      1471.     (meters)    4826.     (feet)  SCALED    
 OY0858  ___________________________________________________________________
 OY0858  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 OY0858  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 OY0858
 OY0858  HORZ ORDER  -  THIRD
 OY0858
 OY0858.The horizontal coordinates were established by classical geodetic methods
 OY0858.and adjusted by the National Geodetic Survey in July 1992..
 OY0858
 OY0858.The orthometric height was scaled from a topographic map.
 OY0858
 OY0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0858
 OY0858.The geoid height was determined by GEOID03.
 OY0858
 OY0858;                    North         East     Units Scale Factor Converg.
 OY0858;SPC ID E     -   160,637.029   173,407.811   MT  0.99995606   -0 13 23.9
 OY0858;UTM  12      - 4,774,379.436   378,496.574   MT  0.99978161   -1 01 14.7
 OY0858
 OY0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0858!SPC ID E     -   0.99977136  x   0.99995606  =   0.99972743
 OY0858!UTM  12      -   0.99977136  x   0.99978161  =   0.99955302
 OY0858
 OY0858                          SUPERSEDED SURVEY CONTROL
 OY0858
 OY0858  NAD 83(1986)-  43 06 44.64605(N)    112 29 36.22673(W) AD(       ) 4
 OY0858  NAD 27      -  43 06 44.95300(N)    112 29 33.29200(W) AD(       ) 3
 OY0858
 OY0858.Superseded values are not recommended for survey control.
 OY0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0858.See file dsdata.txt to determine how the superseded data were derived.
 OY0858
 OY0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN7849774379(NAD 83)
 OY0858
 OY0858  HISTORY     - Date     Condition        Report By
 OY0858  HISTORY     - 1960     MONUMENTED       CGS
 OY0858
 OY0858                          STATION DESCRIPTION
 OY0858
 OY0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0858'THE STATION IS THE CENTER OF THE BASE OF THE SOUTHWEST ONE
 OY0858'FOUR MASTS, LOCATED AT THE WEST ONE OF TWO INSTALLATIONS
 OY0858'OPERATED BY THE DEPARTMENT OF COMMERCE.  THE INSTALLATIONS
 OY0858'ARE APPROXIMATELY 0.2 MILE APART.  IT IS 6-1/2 MILES SOUTHWEST
 OY0858'OF BLACKFOOT, 4 MILES NORTHWEST OF U.S. HIGHWAYS 91 AND 191
 OY0858'AND 2-1/2 MILES SOUTH OF THE SNAKE RIVER.  THE HEIGHT OF THE
 OY0858'MAST IS 33 FEET.
 OY0858'
 OY0858'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FERRY
 OY0858'2 1959 (USGS) THE DISTANCE BEING 31.09 FEET OR 9.478 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0724 ***********************************************************************
 PZ0724  CBN         -  This is a Cooperative Base Network Control Station.
 PZ0724  DESIGNATION -  GILMORE
 PZ0724  PID         -  PZ0724
 PZ0724  STATE/COUNTY-  ID/LEMHI
 PZ0724  USGS QUAD   -  POWDERHORN GULCH (1987)
 PZ0724
 PZ0724                         *CURRENT SURVEY CONTROL
 PZ0724  ___________________________________________________________________
 PZ0724* NAD 83(1999)-  44 30 14.05483(N)    113 15 02.85786(W)     ADJUSTED  
 PZ0724* NAVD 88     -      2276.1    (meters)    7468.     (feet)  GPS OBS   
 PZ0724  ___________________________________________________________________
 PZ0724  X           -  -1,799,308.239 (meters)                     COMP
 PZ0724  Y           -  -4,187,843.369 (meters)                     COMP
 PZ0724  Z           -   4,449,785.274 (meters)                     COMP
 PZ0724  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 PZ0724  ELLIP HEIGHT-        2264.99  (meters)          (04/16/01) GPS OBS
 PZ0724  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 PZ0724
 PZ0724  HORZ ORDER  -  B
 PZ0724  ELLP ORDER  -  FOURTH    CLASS II
 PZ0724
 PZ0724.The horizontal coordinates were established by GPS observations
 PZ0724.and adjusted by the National Geodetic Survey in April 2001..
 PZ0724.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PZ0724.DATUM ITEM on the data sheet items page.
 PZ0724
 PZ0724.The orthometric height was determined by GPS observations and a
 PZ0724.high-resolution geoid model.
 PZ0724
 PZ0724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PZ0724
 PZ0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0724
 PZ0724.The ellipsoidal height was determined by GPS observations
 PZ0724.and is referenced to NAD 83.
 PZ0724
 PZ0724.The geoid height was determined by GEOID03.
 PZ0724
 PZ0724;                    North         East     Units Scale Factor Converg.
 PZ0724;SPC ID C     -   315,457.689   559,576.957   MT  0.99999100   +0 31 30.6
 PZ0724;UTM  12      - 4,930,306.904   321,078.028   MT  0.99999370   -1 34 41.3
 PZ0724
 PZ0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0724!SPC ID C     -   0.99964499  x   0.99999100  =   0.99963599
 PZ0724!UTM  12      -   0.99964499  x   0.99999370  =   0.99963869
 PZ0724
 PZ0724|---------------------------------------------------------------------|
 PZ0724| PID    Reference Object                     Distance      Geod. Az  |
 PZ0724|                                                           dddmmss.s |
 PZ0724| CN3591 GILMORE RM 1                         10.493 METERS 06400     |
 PZ0724| PZ0748 DIAMOND PEAK                        APPROX.42.5 KM 1613228.3 |
 PZ0724| CN3590 GILMORE AZ MK                                      1720033.7 |
 PZ0724| CN3592 GILMORE RM 2                          9.982 METERS 33252     |
 PZ0724|---------------------------------------------------------------------|
 PZ0724
 PZ0724                          SUPERSEDED SURVEY CONTROL
 PZ0724
 PZ0724  NAD 83(1992)-  44 30 14.05295(N)    113 15 02.85630(W) AD(       ) B
 PZ0724  ELLIP H (05/15/92) 2265.10   (m)                       GP(       ) 4 2
 PZ0724  NAD 83(1986)-  44 30 14.04825(N)    113 15 02.85241(W) AD(       ) 2
 PZ0724  NAD 27      -  44 30 14.34800(N)    113 14 59.75600(W) AD(       ) 2
 PZ0724  NGVD 29 (05/10/91) 2274.7    (m)         7463.     (f) VERT ANG       
 PZ0724
 PZ0724.Superseded values are not recommended for survey control.
 PZ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0724.See file dsdata.txt to determine how the superseded data were derived.
 PZ0724
 PZ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ2107830307(NAD 83)
 PZ0724_MARKER: DS = TRIANGULATION STATION DISK
 PZ0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0724_SP_SET: CONCRETE POST
 PZ0724_STAMPING: GILMORE 1950
 PZ0724_MARK LOGO: CGS   
 PZ0724_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0724+STABILITY: SURFACE MOTION
 PZ0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0724+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 PZ0724
 PZ0724  HISTORY     - Date     Condition        Report By
 PZ0724  HISTORY     - 1950     MONUMENTED       CGS
 PZ0724  HISTORY     - 1950     GOOD             CGS
 PZ0724  HISTORY     - 1956     GOOD             USGS
 PZ0724  HISTORY     - 19900412 GOOD             NGS
 PZ0724  HISTORY     - 19960815 GOOD             NGS
 PZ0724  HISTORY     - 20040906 GOOD             DJC
 PZ0724
 PZ0724                          STATION DESCRIPTION
 PZ0724
 PZ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0724'THE STATION IS LOCATED ON A LOW ROCKY AND GRASS COVERED HILL.
 PZ0724'IT IS ABOUT 14 MILES AIRLINE SOUTH OF LEADORE, ABOUT 4 MILES
 PZ0724'AIRLINE NORTH-NORTHEAST OF GILMORE, AND ABOUT 0.8 MILE EAST OF
 PZ0724'STATE HIGHWAY 28.
 PZ0724'
 PZ0724'THE STATION IS ON THE HIGHEST POINT OF THE HILL AND 9.7 FEET
 PZ0724'NORTH OF A WHITE WITNESS POST.  IT IS A STANDARD DISK SET IN
 PZ0724'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 PZ0724'THE DISK IS STAMPED--GILMORE 1950.
 PZ0724'
 PZ0724'REFERENCE MARK NUMBER ONE IS ABOUT THE SAME ELEVATION AS
 PZ0724'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 PZ0724'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE DISK IS
 PZ0724'STAMPED--GILMORE NO 1 1950.
 PZ0724'
 PZ0724'REFERENCE MARK NUMBER TWO IS ABOUT THE SAME ELEVATION AS THE
 PZ0724'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 PZ0724'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  THE DISK IS
 PZ0724'STAMPED--GILMORE NO 2 1950.
 PZ0724'
 PZ0724'THE AZIMUTH MARK IS 45 FEET WEST OF THE CENTER LINE OF STATE
 PZ0724'HIGHWAY 28, 90 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD,
 PZ0724'AND 3 FEET NORTH OF A SIGN GILMORE.  IT IS A STANDARD DISK
 PZ0724'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 PZ0724'6 INCHES.  THE DISK IS STAMPED--GILMORE 1950.  TO REACH THE
 PZ0724'MARK FROM THE POST OFFICE IN LEADORE GO EAST FOR 0.1 MILE TO
 PZ0724'STATE HIGHWAY 28.  TURN RIGHT AND FOLLOW THE HIGHWAY FOR 17.1
 PZ0724'MILES TO THE SIGN GILMORE AND THE MARK ON THE RIGHT.
 PZ0724'
 PZ0724'TO REACH THE STATION FROM THE POST OFFICE IN LEADORE GO EAST
 PZ0724'FOR 0.1 MILE TO STATE HIGHWAY 28.  TURN RIGHT AND FOLLOW
 PZ0724'THE HIGHWAY FOR 12 MILES TO A TRACK ROAD TO THE LEFT.  TURN
 PZ0724'LEFT AND GO 0.7 MILE TO THE TOP OF THE HILL AND A ROAD RIGHT.
 PZ0724'TAKE THE RIGHT FORK AND FOLLOW THE TRACK ROAD, SOUTHEASTERLY,
 PZ0724'ALONG THE TOP OF THE RIDGE FOR 2.2 MILES TO THE HIGHEST POINT
 PZ0724'OF THE HILL AND THE STATION.
 PZ0724'
 PZ0724'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 PZ0724
 PZ0724                          STATION RECOVERY (1950)
 PZ0724
 PZ0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 PZ0724'RECOVERED IN GOOD CONDITION.
 PZ0724
 PZ0724                          STATION RECOVERY (1956)
 PZ0724
 PZ0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0724'FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 PZ0724'
 PZ0724'STATION MARK--A STANDARD DISK SET IN THE TOP OF A 10-IN. SQUARE
 PZ0724'CONCRETE POST THAT PROJECTS 4 IN.  THE DISK IS STAMPED---GILMORE
 PZ0724'1950---.
 PZ0724
 PZ0724                          STATION RECOVERY (1990)
 PZ0724
 PZ0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PZ0724'THE STATION IS LOCATED ABOUT 19.3 KM (11.99 MI) SOUTH-SOUTHEAST OF THE
 PZ0724'JUNCTION OF U.S. HIGHWAY 29 AND U.S. HIGHWAY 28 IN LEADORE AND 11 KM
 PZ0724'(6.84 MI) NORTHEAST OF GILMORE.  OWNERSHIP--UNKNOWN.
 PZ0724'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 29 IN LEADORE, GO
 PZ0724'SOUTHEAST ON STATE HIGHWAY 28 FOR 10.47 KM (6.51 MI) TO A SIDE ROAD
 PZ0724'RIGHT AND SIGN (TIMBER CR COLD SPG).  CONTINUE SOUTHEAST ON STATE
 PZ0724'HIGHWAY 28 FOR 8.96 KM (5.57 MI) TO A GATE AND A DIM TRACK ROAD
 PZ0724'LEADING NORTHEAST.  TURN LEFT PASSING THRU GATE AND GO NORTHEAST ON
 PZ0724'THE TRACK ROAD FOR 0.94 KM (0.58 MI) TO A FORK.  TAKE THE RIGHT FORK
 PZ0724'AND GO NORTHEAST ON THE TRACK ROAD FOR 0.88 KM (0.55 MI) TO A
 PZ0724'CROSSROAD.  TURN RIGHT AND GO SOUTHEAST ON THE TRACK ROAD FOR 1.41 KM
 PZ0724'(0.88 MI) TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH-SOUTHEAST ON
 PZ0724'THE TRACK ROAD FOR 2.04 KM (1.27 MI) TO THE TOP OF THE SECOND HILL
 PZ0724'AND THE MARK ON THE LEFT.
 PZ0724'THE MARK IS SET 9.3 M (30.51 FT) NORTH FROM THE CENTER OF THE ROAD,
 PZ0724'10.49 M (34.42 FT) SOUTHWEST FROM RM 1, 9.98 M (32.74 FT) SOUTHEAST
 PZ0724'FROM RM 2 AND 1.5 M (4.92 FT) EAST FROM A WITNESS POST AND PROJECTS
 PZ0724'0.10 M (0.33 FT) ABOVE THE GROUND SURFACE.
 PZ0724
 PZ0724                          STATION RECOVERY (1996)
 PZ0724
 PZ0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 PZ0724'RECOVERED AS DESCRIBED BY J.A.  SWALLOW.
 PZ0724
 PZ0724                          STATION RECOVERY (2004)
 PZ0724
 PZ0724'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 PZ0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0923 ***********************************************************************
 OZ0923  DESIGNATION -  GIM
 OZ0923  PID         -  OZ0923
 OZ0923  STATE/COUNTY-  ID/BLAINE
 OZ0923  USGS QUAD   -  MAHONEY BUTTE (1967)
 OZ0923
 OZ0923                         *CURRENT SURVEY CONTROL
 OZ0923  ___________________________________________________________________
 OZ0923* NAD 83(1992)-  43 37 13.69522(N)    114 28 40.51827(W)     ADJUSTED  
 OZ0923* NAVD 88     -      2598.1    (meters)    8524.     (feet)  VERTCON   
 OZ0923  ___________________________________________________________________
 OZ0923  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 OZ0923  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 OZ0923
 OZ0923  HORZ ORDER  -  SECOND
 OZ0923
 OZ0923.The horizontal coordinates were established by classical geodetic methods
 OZ0923.and adjusted by the National Geodetic Survey in July 1992..
 OZ0923
 OZ0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0923
 OZ0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0923
 OZ0923.The geoid height was determined by GEOID03.
 OZ0923
 OZ0923;                    North         East     Units Scale Factor Converg.
 OZ0923;SPC ID C     -   217,139.480   461,426.222   MT  0.99996566   -0 19 47.0
 OZ0923;UTM  11      - 4,832,811.597   703,493.138   MT  1.00010937   +1 44 25.9
 OZ0923
 OZ0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0923!SPC ID C     -   0.99959474  x   0.99996566  =   0.99956041
 OZ0923!UTM  11      -   0.99959474  x   1.00010937  =   0.99970407
 OZ0923
 OZ0923|---------------------------------------------------------------------|
 OZ0923| PID    Reference Object                     Distance      Geod. Az  |
 OZ0923|                                                           dddmmss.s |
 OZ0923| CD5129 GIM RM 1                             12.330 METERS 02318     |
 OZ0923| OZ0914 OHIO                                APPROX.18.4 KM 0883810.3 |
 OZ0923| CD5130 GIM RM 2                              7.060 METERS 27812     |
 OZ0923|---------------------------------------------------------------------|
 OZ0923
 OZ0923                          SUPERSEDED SURVEY CONTROL
 OZ0923
 OZ0923  NAD 83(1986)-  43 37 13.69352(N)    114 28 40.51294(W) AD(       ) 2
 OZ0923  NAD 27      -  43 37 14.03738(N)    114 28 37.31993(W) AD(       ) 2
 OZ0923  NGVD 29 (07/19/86) 2596.8    (m)         8520.     (f) VERT ANG       
 OZ0923
 OZ0923.Superseded values are not recommended for survey control.
 OZ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0923.See file dsdata.txt to determine how the superseded data were derived.
 OZ0923
 OZ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ0349332812(NAD 83)
 OZ0923_MARKER: DD = SURVEY DISK
 OZ0923_SETTING: 0 = UNSPECIFIED SETTING
 OZ0923
 OZ0923  HISTORY     - Date     Condition        Report By
 OZ0923  HISTORY     - 1967     MONUMENTED       USGS
 OZ0923
 OZ0923                          STATION DESCRIPTION
 OZ0923
 OZ0923'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OZ0923'RM 1 TO RM 2 NOT MEASURED.
 OZ0923'
 OZ0923'LOCATED ABOUT 11 MI (AIRLINE) NW. OF HAILEY.  ABOUT 7 MI SW. OF
 OZ0923'KETCHUM.  ON THE HIGHEST POINT OF A ROUNDED, SAGEBRUSH-COVERED TOP
 OZ0923'WITH TIMBER ON THE NORTH EDGE.
 OZ0923'
 OZ0923'REACHED BY HELICOPTER.
 OZ0923'
 OZ0923'STATION MARK--A STANDARD USGS TABLET STAMPED GIM 1967 SET ON A
 OZ0923'COPPERWELD ROD.
 OZ0923'
 OZ0923'REFERENCE MARK NO. 1--A STANDARD USGS STATION MARK TABLET
 OZ0923'STAMPED REFERENCE MARK NO 1 1967 SET ON A COPPERWELD ROD.
 OZ0923'
 OZ0923'REFERENCE MARK NO. 2--A STANDARD USGS STATION MARK TABLET
 OZ0923'STAMPED REFERENCE MARK NO 2 1967 SET ON A COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0922 ***********************************************************************
 OZ0922  DESIGNATION -  GIMLET
 OZ0922  PID         -  OZ0922
 OZ0922  STATE/COUNTY-  ID/BLAINE
 OZ0922  USGS QUAD   -  HAILEY (1967)
 OZ0922
 OZ0922                         *CURRENT SURVEY CONTROL
 OZ0922  ___________________________________________________________________
 OZ0922* NAD 83(1992)-  43 35 56.31645(N)    114 20 13.15949(W)     ADJUSTED  
 OZ0922* NAVD 88     -      2016.3    (meters)    6615.     (feet)  VERTCON   
 OZ0922  ___________________________________________________________________
 OZ0922  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 OZ0922  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 OZ0922
 OZ0922  HORZ ORDER  -  SECOND
 OZ0922
 OZ0922.The horizontal coordinates were established by classical geodetic methods
 OZ0922.and adjusted by the National Geodetic Survey in July 1992..
 OZ0922
 OZ0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0922
 OZ0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0922
 OZ0922.The geoid height was determined by GEOID03.
 OZ0922
 OZ0922;                    North         East     Units Scale Factor Converg.
 OZ0922;SPC ID C     -   214,695.703   472,791.455   MT  0.99995647   -0 13 56.6
 OZ0922;UTM  11      - 4,830,779.546   714,941.255   MT  1.00016831   +1 50 13.7
 OZ0922
 OZ0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0922!SPC ID C     -   0.99968591  x   0.99995647  =   0.99964239
 OZ0922!UTM  11      -   0.99968591  x   1.00016831  =   0.99985416
 OZ0922
 OZ0922|---------------------------------------------------------------------|
 OZ0922| PID    Reference Object                     Distance      Geod. Az  |
 OZ0922|                                                           dddmmss.s |
 OZ0922| CD5131 GIMLET RM 1                           3.300 METERS 19326     |
 OZ0922| CD5132 GIMLET RM 2                           6.740 METERS 29422     |
 OZ0922| OZ0917 KETCHUM                             APPROX. 7.3 KM 3493014.0 |
 OZ0922|---------------------------------------------------------------------|
 OZ0922
 OZ0922                          SUPERSEDED SURVEY CONTROL
 OZ0922
 OZ0922  NAD 83(1986)-  43 35 56.31423(N)    114 20 13.15358(W) AD(       ) 2
 OZ0922  NAD 27      -  43 35 56.65230(N)    114 20 09.97637(W) AD(       ) 2
 OZ0922  NGVD 29 (07/19/86) 2015.1    (m)         6611.     (f) VERT ANG       
 OZ0922
 OZ0922.Superseded values are not recommended for survey control.
 OZ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0922.See file dsdata.txt to determine how the superseded data were derived.
 OZ0922
 OZ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ1494130780(NAD 83)
 OZ0922_MARKER: DD = SURVEY DISK
 OZ0922_SETTING: 0 = UNSPECIFIED SETTING
 OZ0922
 OZ0922  HISTORY     - Date     Condition        Report By
 OZ0922  HISTORY     - 1967     MONUMENTED       USGS
 OZ0922
 OZ0922                          STATION DESCRIPTION
 OZ0922
 OZ0922'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OZ0922'RM 1 TO RM 2 NOT MEASURED.
 OZ0922'
 OZ0922'LOCATED ABOUT 5.5 MI (AIRLINE) NNW. OF HAILEY.  ABOUT 1 MI SE. OF
 OZ0922'GIMLET.  ON THE WEST END OF AN E.-W. EXTENDING RIDGE, BOUNDED BY
 OZ0922'EAST FORK BIG WOOD RIVER ON THE N., OHIO GULCH ON THE S. AND THE
 OZ0922'BIG WOOD RIVER ON THE W.  ON THE HIGHEST POINT OF A ROUNDED
 OZ0922'SAGE-COVERED HILL.
 OZ0922'
 OZ0922'REACHED BY HELICOPTER.
 OZ0922'
 OZ0922'STATION MARK--A STANDARD USGS TABLET STAMPED GIMLET 1967 SET ON
 OZ0922'A COPPERWELD ROD.
 OZ0922'
 OZ0922'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED RM 1 1967
 OZ0922'SET ON A COPPERWELD ROD.
 OZ0922'
 OZ0922'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED RM 2 1967
 OZ0922'SET ON A COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1084 ***********************************************************************
 TO1084  DESIGNATION -  GISBORNE LOT
 TO1084  PID         -  TO1084
 TO1084  STATE/COUNTY-  ID/BONNER
 TO1084  USGS QUAD   -  PRATER MTN (1996)
 TO1084
 TO1084                         *CURRENT SURVEY CONTROL
 TO1084  ___________________________________________________________________
 TO1084* NAD 83(1992)-  48 20 58.60622(N)    116 45 22.68520(W)     ADJUSTED  
 TO1084* NAVD 88     -      1706.7    (meters)    5599.     (feet)  VERTCON   
 TO1084  ___________________________________________________________________
 TO1084  LAPLACE CORR-          10.01  (seconds)                    DEFLEC99
 TO1084  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 TO1084
 TO1084  HORZ ORDER  -  THIRD
 TO1084
 TO1084.The horizontal coordinates were established by classical geodetic methods
 TO1084.and adjusted by the National Geodetic Survey in July 1992..
 TO1084
 TO1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1084
 TO1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1084
 TO1084.The geoid height was determined by GEOID03.
 TO1084
 TO1084;                    North         East     Units Scale Factor Converg.
 TO1084;SPC ID W     -   743,128.715   725,418.600   MT  1.00000165   -0 45 07.0
 TO1084;UTM  11      - 5,355,188.119   518,055.645   MT  0.99960401   +0 10 55.5
 TO1084
 TO1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1084!SPC ID W     -   0.99973519  x   1.00000165  =   0.99973684
 TO1084!UTM  11      -   0.99973519  x   0.99960401  =   0.99933931
 TO1084
 TO1084:                Primary Azimuth Mark                     Grid Az
 TO1084:SPC ID W     -  EXPERIMENTAL                             099 56 40.5
 TO1084:UTM  11      -  EXPERIMENTAL                             099 00 38.0
 TO1084
 TO1084|---------------------------------------------------------------------|
 TO1084| PID    Reference Object                     Distance      Geod. Az  |
 TO1084|                                                           dddmmss.s |
 TO1084| TO1053 EXPERIMENTAL                        APPROX. 2.2 KM 0991133.5 |
 TO1084|---------------------------------------------------------------------|
 TO1084
 TO1084                          SUPERSEDED SURVEY CONTROL
 TO1084
 TO1084  NAD 83(1986)-  48 20 58.61075(N)    116 45 22.68402(W) AD(       ) 3
 TO1084  NAD 27      -  48 20 58.90749(N)    116 45 18.96300(W) AD(       ) 3
 TO1084  NGVD 29 (07/19/86) 1705.4    (m)         5595.     (f) VERT ANG       
 TO1084
 TO1084.Superseded values are not recommended for survey control.
 TO1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1084.See file dsdata.txt to determine how the superseded data were derived.
 TO1084
 TO1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP1805655188(NAD 83)
 TO1084
 TO1084  HISTORY     - Date     Condition        Report By
 TO1084  HISTORY     - 1959     MONUMENTED       USFS
 TO1084  HISTORY     - 1967     GOOD             USGS
 TO1084
 TO1084                          STATION DESCRIPTION
 TO1084
 TO1084'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO1084'LOCATED ABOUT 13.5 MI. (AIRLINE) NE. OF PRIEST RIVER, ABOUT 10.5 MI.
 TO1084'NW. OF SANDPOINT, ABOUT 4 MI. E. OF THE --PRIEST RIVER EXPERIMENTAL
 TO1084'STATION--, ON THE W. END OF --LOOKING GLASS MTN-- AND AT THE W. END OF
 TO1084'A TIMBERED RIDGE IN SW. 1/4 OF SECTION 29, T. 58 N., R. 3 W.
 TO1084'
 TO1084'TO REACH FROM THE JUNCTIONS OF U.S. 2, 195 AND STATE HIGHWAYS 57 IN
 TO1084'PRIEST RIVER, DRIVE N. ALONG NO. 57 FOR 3.5 MI. AND Y-RD., TAKE RIGHT
 TO1084'FORK TOWARDS --EXPERIMENTAL STATION-- FOR 9.2 MI. AND ENTRANCE TO
 TO1084'--EXPERIMENTAL STATIONS-- AT RD. FORK, TAKE RIGHT FORK FOR 0.2 MI. TO
 TO1084'Y-RD., TAKE RIGHT FORK --BENTON CREEK ROAD--, FOR 0.4 MI. AND Y-RD.,
 TO1084'TAKE RIGHT FORK FOR 0.9 MI. TO Y-RD., TAKE RIGHT FORK FOR 1.6 MI. TO
 TO1084'RD. FORK, TAKE RIGHT FORK 1.7 MI. TO RD. FORK, KEEP RIGHT FORK UPHILL
 TO1084'FOR 0.3 MI. AND RD. FORK, TAKE RIGHT FORK FOR 1.7 AND RD. JUNCTION,
 TO1084'TAKE LEFT FORK PER L.O. SIGN FOR 0.5 MI. AND STATION.
 TO1084'
 TO1084'STATION MARK--A U.S. FOREST SERVICE PIPE AND CAP STAMPED---GISBORNE
 TO1084'LOT 1959--- PROJECTING 1 FT. UNDER CENTER OF LOOKOUT TOWER.
 TO1084'
 TO1084'REFERENCE MARK NO. 1--A 1 IN. DRILL HOLE IN A NATURALLY EMBEDDED
 TO1084'BOULDER, 30.31 FT. FROM STATION MARK.
 TO1084'
 TO1084'REFERENCE MARK NO. 2--A 1 IN. DRILL HOLE IN A NATURALLY EMBEDDED
 TO1084'BOULDER, 18.19 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1083 ***********************************************************************
 TO1083  DESIGNATION -  GISBORNE MOUNTAIN LOT
 TO1083  PID         -  TO1083
 TO1083  STATE/COUNTY-  ID/BONNER
 TO1083  USGS QUAD   -  PRATER MTN (1996)
 TO1083
 TO1083                         *CURRENT SURVEY CONTROL
 TO1083  ___________________________________________________________________
 TO1083* NAD 83(1992)-  48 20 58.60920(N)    116 45 22.66827(W)     ADJUSTED  
 TO1083* NAVD 88     -                                                        
 TO1083  ___________________________________________________________________
 TO1083  LAPLACE CORR-          10.01  (seconds)                    DEFLEC99
 TO1083  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 TO1083
 TO1083  HORZ ORDER  -  THIRD
 TO1083
 TO1083.The horizontal coordinates were established by classical geodetic methods
 TO1083.and adjusted by the National Geodetic Survey in July 1992..
 TO1083
 TO1083
 TO1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1083
 TO1083.The geoid height was determined by GEOID03.
 TO1083
 TO1083;                    North         East     Units Scale Factor Converg.
 TO1083;SPC ID W     -   743,128.802   725,418.950   MT  1.00000165   -0 45 07.0
 TO1083;UTM  11      - 5,355,188.212   518,055.994   MT  0.99960401   +0 10 55.6
 TO1083
 TO1083                          SUPERSEDED SURVEY CONTROL
 TO1083
 TO1083  NAD 83(1986)-  48 20 58.61259(N)    116 45 22.67100(W) AD(       ) 4
 TO1083  NAD 27      -  48 20 58.91438(N)    116 45 18.97576(W) AD(       ) 3
 TO1083
 TO1083.Superseded values are not recommended for survey control.
 TO1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1083.See file dsdata.txt to determine how the superseded data were derived.
 TO1083
 TO1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP1805655188(NAD 83)
 TO1083
 TO1083  HISTORY     - Date     Condition        Report By
 TO1083  HISTORY     - 1964     MONUMENTED       CGS
 TO1083
 TO1083                          STATION DESCRIPTION
 TO1083
 TO1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO1083'STATION IS THE APEX OF THE LOOKOUT TOWER ROOF, LOCATED IN THE
 TO1083'PRIEST RIVER EXPERIMENTAL FOREST, ABOUT 13-1/2 MILES NORTH
 TO1083'NORTHEAST OF PRIEST RIVER AND 10-1/2 MILES NORTHWEST OF SANDPOINT.
 TO1083'THE TOWER WAS BUILT IN 1958, CONSTRUCTED OF WOOD AND 41 FEET
 TO1083'IN HEIGHT.
 TO1083'
 TO1083'LOOKING GLASS LOOKOUT, INTERSECTED IN 1936, WAS AT THE SAME
 TO1083'LOCATION BUT WAS RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH9749 ***********************************************************************
 AH9749  DESIGNATION -  GLEN
 AH9749  PID         -  AH9749
 AH9749  STATE/COUNTY-  ID/ADA
 AH9749  USGS QUAD   -  EAGLE (1979)
 AH9749
 AH9749                         *CURRENT SURVEY CONTROL
 AH9749  ___________________________________________________________________
 AH9749* NAD 83(1986)-  43 39 39.     (N)    116 16 43.     (W)     SCALED    
 AH9749* NAVD 88     -       799.186  (meters)    2622.00   (feet)  ADJUSTED  
 AH9749  ___________________________________________________________________
 AH9749  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 AH9749  DYNAMIC HT  -         798.884 (meters)    2621.01  (feet)  COMP
 AH9749  MODELED GRAV-     980,215.0   (mgal)                       NAVD 88
 AH9749
 AH9749  VERT ORDER  -  SECOND    CLASS II
 AH9749
 AH9749.The horizontal coordinates were scaled from a topographic map and have
 AH9749.an estimated accuracy of +/- 6 seconds.
 AH9749
 AH9749.The orthometric height was determined by differential leveling
 AH9749.and adjusted by the National Geodetic Survey in July 2002..
 AH9749.No vertical observational check was made to the station.
 AH9749
 AH9749.The geoid height was determined by GEOID03.
 AH9749
 AH9749.The dynamic height is computed by dividing the NAVD 88
 AH9749.geopotential number by the normal gravity value computed on the
 AH9749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9749.degrees latitude (g = 980.6199 gals.).
 AH9749
 AH9749.The modeled gravity was interpolated from observed gravity values.
 AH9749
 AH9749;                    North         East    Units  Estimated Accuracy
 AH9749;SPC ID W     -   221,650.      757,360.      MT  (+/- 180 meters Scaled)
 AH9749
 AH9749                          SUPERSEDED SURVEY CONTROL
 AH9749
 AH9749.No superseded survey control is available for this station.
 AH9749
 AH9749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ581344(NAD 83)
 AH9749_MARKER: DD = SURVEY DISK
 AH9749_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9749_SP_SET: BRIDGE ABUTMENT
 AH9749_STAMPING: GLEN 1999
 AH9749_MARK LOGO: IDTD  
 AH9749_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9749+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AH9749
 AH9749  HISTORY     - Date     Condition        Report By
 AH9749  HISTORY     - 1999     MONUMENTED       IDTD
 AH9749
 AH9749                          STATION DESCRIPTION
 AH9749
 AH9749'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 AH9749'MARK IS LOCATED IN NORTHWEST BOISE AT THE SOUTHEAST CORNER OF A BRIDGE
 AH9749'OVER ABUTMENT THE BOISE RIVER ON GLENWOOD STREET.  OWNERSHIP--ROAD
 AH9749'RIGHT-OF-WAY.  REACHED FROM THE COURTHOUSE IN BOISE, GO NORTHWEST ON
 AH9749'STATE STREET AND STATE HIGHWAY 44 FOR 8.56 KM (5.30 MI) TO GARY LANE
 AH9749'ON THE RIGHT AND GLENWOOD STREET ON THE LEFT, TURN LEFT AND GO SOUTH
 AH9749'ON GLENWOOD STREET FOR 0.82 KM (0.50 MI) TO THE GLENWOOD BRIDGE OVER
 AH9749'THE BOISE RIVER AND THE MARK SET IN THE SOUTHEAST ABUTMENT.  LOCATED
 AH9749'12.8 M (42.0 FT) EAST OF THE CENTER OF GLENWOOD STREET, 1.6 M (5.2 FT)
 AH9749'EAST OF THE FACE OF A CURB, 0.5 M (1.6 FT) SOUTH OF AN EXPANSION JOINT
 AH9749'AND 0.1 M (0.3 FT) WEST OF A CONCRETE RAIL.  MARK IS A IDTD BRASS
 AH9749'SURVEY CAP CEMENTED INTO A DRILL IN THE SOUTHEAST ABUTMENT OF THE
 AH9749'GLENWOOD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1006 ***********************************************************************
 OZ1006  DESIGNATION -  GLENN
 OZ1006  PID         -  OZ1006
 OZ1006  STATE/COUNTY-  ID/ELMORE
 OZ1006  USGS QUAD   -  MORROW RESERVOIR (1986)
 OZ1006
 OZ1006                         *CURRENT SURVEY CONTROL
 OZ1006  ___________________________________________________________________
 OZ1006* NAD 83(1992)-  43 00 02.18212(N)    115 16 49.46391(W)     ADJUSTED  
 OZ1006* NAVD 88     -      1023.1    (meters)    3357.     (feet)  VERTCON   
 OZ1006  ___________________________________________________________________
 OZ1006  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 OZ1006  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 OZ1006
 OZ1006  HORZ ORDER  -  FIRST
 OZ1006
 OZ1006.The horizontal coordinates were established by classical geodetic methods
 OZ1006.and adjusted by the National Geodetic Survey in July 1992..
 OZ1006
 OZ1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1006
 OZ1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1006
 OZ1006.The geoid height was determined by GEOID03.
 OZ1006
 OZ1006;                    North         East     Units Scale Factor Converg.
 OZ1006;SPC ID W     -   148,270.825   838,288.198   MT  0.99995136   +0 19 13.0
 OZ1006;UTM  11      - 4,762,316.796   640,161.347   MT  0.99984168   +1 10 22.7
 OZ1006
 OZ1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1006!SPC ID W     -   0.99984204  x   0.99995136  =   0.99979341
 OZ1006!UTM  11      -   0.99984204  x   0.99984168  =   0.99968375
 OZ1006
 OZ1006:                Primary Azimuth Mark                     Grid Az
 OZ1006:SPC ID W     -  GLENN AZ MK                              066 19 27.6
 OZ1006:UTM  11      -  GLENN AZ MK                              065 28 17.9
 OZ1006
 OZ1006|---------------------------------------------------------------------|
 OZ1006| PID    Reference Object                     Distance      Geod. Az  |
 OZ1006|                                                           dddmmss.s |
 OZ1006| CD5133 GLENN AZ MK                                        0663840.6 |
 OZ1006| CD5134 GLENN RM 1                           20.282 METERS 14724     |
 OZ1006| NV1145 GLENNS FERRY MUNICIPAL TANK         APPROX. 6.0 KM 1933453.5 |
 OZ1006| CD5135 GLENN RM 2                           16.800 METERS 23356     |
 OZ1006| CD6120 CLOVER PP                                          23756     |
 OZ1006| NV1144 AIRWAY BEACON 23                    APPROX. 7.7 KM 2621937.6 |
 OZ1006|---------------------------------------------------------------------|
 OZ1006
 OZ1006                          SUPERSEDED SURVEY CONTROL
 OZ1006
 OZ1006  NAD 83(1986)-  43 00 02.18101(N)    115 16 49.46228(W) AD(       ) 1
 OZ1006  NAD 27      -  43 00 02.54500(N)    115 16 46.20400(W) AD(       ) 1
 OZ1006  NGVD 29 (07/19/86) 1022.3    (m)         3354.     (f) VERT ANG       
 OZ1006
 OZ1006.Superseded values are not recommended for survey control.
 OZ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1006.See file dsdata.txt to determine how the superseded data were derived.
 OZ1006
 OZ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4016162317(NAD 83)
 OZ1006_MARKER: DS = TRIANGULATION STATION DISK
 OZ1006_SETTING: 66 = SET IN ROCK OUTCROP
 OZ1006_SP_SET: SET IN BEDROCK
 OZ1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ1006+STABILITY: POSITION/ELEVATION WELL
 OZ1006
 OZ1006  HISTORY     - Date     Condition        Report By
 OZ1006  HISTORY     - 1935     MONUMENTED       CGS
 OZ1006  HISTORY     - 1945     SEE DESCRIPTION  CGS
 OZ1006  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OZ1006  HISTORY     - 1984     GOOD             LOCENG
 OZ1006
 OZ1006                          STATION DESCRIPTION
 OZ1006
 OZ1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 OZ1006'STATION IS APPROXIMATELY 3 MILES (AIR LINE) N OF THE TOWN OF
 OZ1006'GLENNS FERRY, ON THE S END OF A LARGE IGNEOUS MESA.
 OZ1006'
 OZ1006'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 OZ1006'DRILL HOLES IN BOULDERS.
 OZ1006'
 OZ1006'AZIMUTH MARK IS IN THE S RIM OF THE MESA.
 OZ1006'
 OZ1006'A TRUCK EQUIPPED WITH COMPOUND CAN BE DRIVEN TO THE TOP OF MESA
 OZ1006'AND STATION.
 OZ1006
 OZ1006                          STATION RECOVERY (1945)
 OZ1006
 OZ1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 OZ1006'STATION WAS RECOVERED AND FOUND AS DESCRIBED IN GOOD CONDITION.
 OZ1006'IT IS 25 PACES N OF THE S RIM OF MESA, 175 FEET W OF THE E RIM
 OZ1006'OF THE MESA, AND 7 FEET NW OF A WHITE WOODEN WITNESS POST.
 OZ1006'
 OZ1006'STATION MARK IS A BRONZE DISK SET IN BEDROCK AND IS STAMPED
 OZ1006'GLENN 1935.
 OZ1006'
 OZ1006'REFERENCE MARK 1 IS A BRONZE DISK SET IN BEDROCK AND IS STAMPED
 OZ1006'GLENN NO 1 1935.  IT IS 113 FEET W OF THE RIM AND AT ABOUT THE
 OZ1006'SAME ELEVATION AS THE STATION MARK.
 OZ1006'
 OZ1006'REFERENCE MARK 2 IS A BRONZE DISK SET IN BEDROCK AND IS STAMPED
 OZ1006'GLENN NO 2 1935.  IT IS 32 FEET N OF THE S RIM OF THE MESA AND
 OZ1006'ABOUT 2 FEET HIGHER IN ELEVATION THAN STATION MARK.
 OZ1006'
 OZ1006'BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OZ1006'
 OZ1006'AZIMUTH MARK IS A BRONZE DISK SET IN BEDROCK AND IS STAMPED
 OZ1006'GLENN 1935.  IT IS 115 FEET E OF BRUSH LINE AND 6 FEET N OF THE
 OZ1006'RIM OF THE MESA.  IT WAS FOUND IN GOOD CONDITION.
 OZ1006'
 OZ1006'TO REACH STATION FROM THE POST OFFICE IN GLENNS FERRY, GO E
 OZ1006'ON U.S. HIGHWAY 30 FOR 0.4 MILE, TURN LEFT (N) ON ROAD LEADING
 OZ1006'TO THE CITY DUMP FOR 0.35 MILE.  CONTINUE THROUGH THE DUMP FOR
 OZ1006'0.2 MILE TO THREE FORKS.  TAKE THE RIGHT FORK N FOR 0.1 MILE
 OZ1006'TO ANOTHER FORK.  CONTINUE ON THE RIGHT FORK, KEEPING TO THE
 OZ1006'RIGHT SIDE OF A DRAW, FOR 0.45 MILE TO A FORK.  CONTINUE ON
 OZ1006'RIGHT FORK N AND E FOR 0.85 MILE TO WHERE THE ROAD PASSES UNDER
 OZ1006'TELEPHONE LINE.  CONTINUE ON MAIN-TRAVELED ROAD FOR 1.35
 OZ1006'MILES.  TURN RIGHT, LEAVING THE ROAD, AND GO ACROSS COUNTRY E
 OZ1006'FOR 0.3 MILE TO THE TOP OF THE RIM.  BEAR RIGHT (SE) FOR
 OZ1006'ABOUT 200 YARDS AND THE STATION.
 OZ1006
 OZ1006                          STATION RECOVERY (1959)
 OZ1006
 OZ1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1006'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 OZ1006'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED, AND IS
 OZ1006'A BRONZE DISK STAMPED GLENN NO 3 1945.  THE PREVIOUS MEASUREMENTS
 OZ1006'TO THE REFERENCE MARKS WERE SLOPE DISTANCE.  BECAUSE OF CHANGES
 OZ1006'A NEW TO REACH WAS WRITTEN.
 OZ1006'
 OZ1006'TO REACH FROM THE POST OFFICE AT GLENNS FERRY GO EASTERLY ON U.S.
 OZ1006'HIGHWAY 30 (BUSINESS) FOR 0.9 MILE TO ITS JUNCTION WITH U.S.
 OZ1006'HIGHWAY 30 (BYPASS).  CROSS U.S. HIGHWAY 30, PASS THRU CATTLE
 OZ1006'GUARD, AND GO NORTH ON DIRT ROAD FOR 0.2 MILE TOWARDS DUMP
 OZ1006'GROUNDS TO A FORK.  TAKE RIGHT FORK, NORTH, ALONG THE LEFT SIDE
 OZ1006'OF DRAW FOR 0.2 MILE TO UPPER END OF DUMP GROUNDS.  TURN RIGHT,
 OZ1006'CROSS DRAW, THENCE LEFT, NORTHEAST AND NORTH FOR 0.8 MILE TO
 OZ1006'TELEPHONE LINES.  CROSS UNDER TELEPHONE LINES AND CONTINUE
 OZ1006'STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 1.3 MILES TO A POWER
 OZ1006'LINE.  CROSS UNDER POWER LINE AND GO ABOUT 50 YARDS TO A FORK.
 OZ1006'TAKE RIGHT FORK, DIM TRACKS, EASTERLY UP SLOPE OF RIDGE TO
 OZ1006'TOP OF RIM, A DISTANCE OF ABOUT 0.3 MILE, THENCE SOUTHEAST
 OZ1006'ABOUT 200 YARDS TO THE STATION.
 OZ1006'
 OZ1006'4 WHEEL DRIVE STATION.
 OZ1006
 OZ1006                          STATION RECOVERY (1984)
 OZ1006
 OZ1006'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (JJP)
 OZ1006'GLENN 1935 RECOVERED GOOD.
 OZ1006'
 OZ1006'ALL MARKS, INCLUDING R.M. 1 (STAMPED GLENN NO 1 1935), R.M. 2
 OZ1006'(STAMPED GLENN NO 2 1935), AND THE AZIMUTH MARK (STAMPED GLENN
 OZ1006'NO. 3 1935) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  A
 OZ1006'SMALL PART OF THE SURFACE MORTAR ON R.M. 1 AND R.M. 2 IS GONE, BUT
 OZ1006'THE DISKS ARE FIRM.  THE DISTANCE FROM R.M. 1 TO R.M. 2 (83.69
 OZ1006'FT.) CHECKS.  AN ORANGE SIGN POST WAS PLACED 5 FT. EAST OF THE
 OZ1006'STATION MARK.  THE TO REACH INSTRUCTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0486 ***********************************************************************
 NV0486  DESIGNATION -  GLENNS FERRY
 NV0486  PID         -  NV0486
 NV0486  STATE/COUNTY-  ID/ELMORE
 NV0486  USGS QUAD   -  GLENNS FERRY (1992)
 NV0486
 NV0486                         *CURRENT SURVEY CONTROL
 NV0486  ___________________________________________________________________
 NV0486* NAD 83(1992)-  42 56 33.39302(N)    115 19 26.01322(W)     ADJUSTED  
 NV0486* NAVD 88     -       774.297  (meters)    2540.34   (feet)  ADJUSTED  
 NV0486  ___________________________________________________________________
 NV0486  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 NV0486  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 NV0486  DYNAMIC HT  -         773.976 (meters)    2539.29  (feet)  COMP
 NV0486  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 NV0486
 NV0486  HORZ ORDER  -  THIRD
 NV0486  VERT ORDER  -  FIRST     CLASS II
 NV0486
 NV0486.The horizontal coordinates were established by classical geodetic methods
 NV0486.and adjusted by the National Geodetic Survey in July 1992..
 NV0486
 NV0486.The orthometric height was determined by differential leveling
 NV0486.and adjusted by the National Geodetic Survey in June 1991..
 NV0486
 NV0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0486
 NV0486.The geoid height was determined by GEOID03.
 NV0486
 NV0486.The dynamic height is computed by dividing the NAVD 88
 NV0486.geopotential number by the normal gravity value computed on the
 NV0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0486.degrees latitude (g = 980.6199 gals.).
 NV0486
 NV0486.The modeled gravity was interpolated from observed gravity values.
 NV0486
 NV0486;                    North         East     Units Scale Factor Converg.
 NV0486;SPC ID W     -   141,809.330   834,775.238   MT  0.99994821   +0 17 25.1
 NV0486;UTM  11      - 4,755,804.507   636,745.270   MT  0.99983004   +1 08 31.4
 NV0486
 NV0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0486!SPC ID W     -   0.99988107  x   0.99994821  =   0.99982929
 NV0486!UTM  11      -   0.99988107  x   0.99983004  =   0.99971114
 NV0486
 NV0486|---------------------------------------------------------------------|
 NV0486| PID    Reference Object                     Distance      Geod. Az  |
 NV0486|                                                           dddmmss.s |
 NV0486| NV0487 GLENNS FERRY RM 2                    10.110 METERS 00601     |
 NV0486| NV1145 GLENNS FERRY MUNICIPAL TANK         APPROX. 2.2 KM 0735107.5 |
 NV0486| NV0485 GLENNS FERRY RM 1                    11.698 METERS 26456     |
 NV0486| NV0484 K 220                                              3150339.7 |
 NV0486|---------------------------------------------------------------------|
 NV0486
 NV0486                          SUPERSEDED SURVEY CONTROL
 NV0486
 NV0486  NAD 83(1986)-  42 56 33.39270(N)    115 19 26.01122(W) AD(       ) 3
 NV0486  NAD 27      -  42 56 33.75500(N)    115 19 22.75100(W) AD(       ) 3
 NV0486  NGVD 29 (??/??/92)  773.481  (m)         2537.66   (f) ADJ UNCH    1 2
 NV0486
 NV0486.Superseded values are not recommended for survey control.
 NV0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0486.See file dsdata.txt to determine how the superseded data were derived.
 NV0486
 NV0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3674555805(NAD 83)
 NV0486_MARKER: DS = TRIANGULATION STATION DISK
 NV0486_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0486_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0486_STAMPING: GLENNS FERRY 1945
 NV0486_MARK LOGO: CGS   
 NV0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0486
 NV0486  HISTORY     - Date     Condition        Report By
 NV0486  HISTORY     - 1945     MONUMENTED       CGS
 NV0486  HISTORY     - 1960     GOOD             NGS
 NV0486  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NV0486  HISTORY     - 1975     GOOD             NGS
 NV0486  HISTORY     - 1983     GOOD             NGS
 NV0486
 NV0486                          STATION DESCRIPTION
 NV0486
 NV0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV0486'STATION IS ABOUT 2 MILES NW OF GLENNS FERRY, IN THE SE CORNER
 NV0486'OF THE AIRFIELD.  IT IS 4 FEET N OF AN E-W FENCE, 4.5 FEET
 NV0486'W OF A N-S FENCE, AND 6 FEET NW OF THE SE CORNER OF THE
 NV0486'AIRFIELD.
 NV0486'
 NV0486'STATION MARK IS A BRONZE STATION DISK SET IN A 2-1/2-INCH
 NV0486'CAST-IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  IT
 NV0486'IS STAMPED GLENNS FERRY 1945.
 NV0486'
 NV0486'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A PIPE
 NV0486'WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 1 FOOT N OF E-W
 NV0486'FENCE.
 NV0486'
 NV0486'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A PIPE
 NV0486'WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS 1 FOOT W OF
 NV0486'N-S FENCE.
 NV0486'
 NV0486'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A CONCRETE
 NV0486'POST PROJECTING 10 INCHES ABOVE GROUND AND IS STAMPED K 220
 NV0486'1941.  IT IS 295 FEET S OF NW CORNER OF AIRFIELD, 8 FEET W
 NV0486'OF CENTER LINE OF E-W ROAD, 7.5 FEET N OF GATE, AND 1 FOOT
 NV0486'W OF FENCE.
 NV0486'
 NV0486'TO REACH STATION FROM GLENNS FERRY, GO S ON THE STREET THAT
 NV0486'CROSSES THE RAILROAD TRACKS 2 BLOCKS W OF THE RAILROAD STATION.
 NV0486'CROSS TRACKS AND CONTINUE S FOR 5 BLOCKS, TURN W AND GO 2
 NV0486'BLOCKS, TURN S AND GO 1 BLOCK, TURN W AND GO 1.2 MILES TO
 NV0486'CATTLE GUARD.  CROSS CATTLE GUARD AND TURN S ONTO DIRT ROAD
 NV0486'FOR 0.1 MILE TO Y-JUNCTION.  TAKE W FORK AND CONTINUE FOR
 NV0486'0.1 MILE TO SE CORNER OF AIRFIELD AND STATION.
 NV0486
 NV0486                          STATION RECOVERY (1960)
 NV0486
 NV0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NV0486'2.2 MI SW FROM GLENNS FERRY.
 NV0486'ABOUT 1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0486'AT GLENNS FERRY, THENCE 0.5 MILE SOUTHEAST ACROSS COUNTRY, AT THE
 NV0486'SOUTHEAST CORNER OF GLENNS FERRY AIRPORT, 173 FEET SOUTH OF THE
 NV0486'SOUTHEAST CORNER OF THE EAST-WEST RUNWAY, 6 FEET NORTH OF A FENCE
 NV0486'CORNER, 4.2 FEET WEST OF A NORTH-SOUTH FENCE, 0.4 FOOT NORTHWEST OF A
 NV0486'WITNESS POST, A DISK BRAZED ON THE TOP OF AN IRON PIPE PROJECTING 0.2
 NV0486'FOOT.
 NV0486
 NV0486                          STATION RECOVERY (1975)
 NV0486
 NV0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NV0486'THE STATION MARK, BOTH REFERENCE MARKS, AND BENCH MARK K 220,
 NV0486'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  A DIFFERENCE WAS
 NV0486'FOUND IN THE HORIZONTAL ANGLE TO REFERENCE MARK NO. 2.  THE
 NV0486'ORIGINAL TO REACH IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION
 NV0486'FOLLOWS.
 NV0486'
 NV0486'THE STATION IS AT THE SOUTHEAST CORNER OF THE GLENNS FERRY
 NV0486'AIRPORT, ON THE EAST SIDE OF A NORTH-SOUTH ROAD.
 NV0486'
 NV0486'TO REACH THE STATION FROM THE CROSS STREET, JUST WEST OF THE
 NV0486'GLENNS FERRY POST OFFICE, GO SOUTH ON COMMERCIAL STREET FOR
 NV0486'0.5 MILE TO THE END OF THE STREET, JUST AFTER PASSING THE
 NV0486'WATER TANK ON THE LEFT, TURN RIGHT, AND GO WEST ON THE MACADAM
 NV0486'ROAD, TOWARD THE AIRPORT, FOR 1.4 MILES TO A SIDE ROAD LEFT.
 NV0486'TO REACH BENCH MARK K 220, AZIMUTH MARK FROM HERE CONTINUE
 NV0486'WEST FOR 0.2 MILE TO A GATE, AND THE BENCH MARK.  TURN LEFT,
 NV0486'AND GO SOUTH ON THE SIGNLE TRACK ROAD FOR 0.2 MILE TO THE
 NV0486'STATION ON THE LEFT.
 NV0486'
 NV0486'THE STATION MARK, STAMPED GLENNS FERRY 1945, IS A STANDARD
 NV0486'DISK ON A PIPE THAT PROJECTS 2-INCHES, 13 FEET EAST OF THE
 NV0486'ROAD, 6 FEET NORTHWEST OF A METAL BRACE POST IN THE NORTH-SOUTH
 NV0486'FENCE LINE, 4 FEET WEST OF THE FENCE LINE, AND 1 FOOT WEST
 NV0486'OF A METAL WITNESS POST.
 NV0486'
 NV0486'REFERENCE MARK NO. 1, STAMPED GLENNS FERRY NO 1 1945, IS A
 NV0486'STANDARD DISK ON A PIPE THAT PROJECTS 3-INCHES, 25.5 FEET
 NV0486'WEST OF THE CENTER OF THE ROAD, 2 FEET WEST OF A T FENCE
 NV0486'CORNER, AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 NV0486'
 NV0486'REFERENCE MARK NO. 2, STAMPED GLENNS FERRY NO 2 1945, IS
 NV0486'A STANDARD DISK ON A PIPE THAT PROJECTS 3-INCHES, 16 FEET
 NV0486'EAST OF THE CENTER OF THE ROAD, AND 2 FEET WEST OF THE FENCE
 NV0486'LINE.
 NV0486'
 NV0486'BENCH MARK K 220, STAMPED K 220 1941, IS A STANDARD BENCH
 NV0486'MARK DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 NV0486'PROJECTS 7-INCHES, 50 FEET NORTHWEST OF A TURNAROUND, 14 FEET
 NV0486'NORTH OF THE CENTER OF A TRACK ROAD INTO A FIELD, 9 FEET SOUTH
 NV0486'OF A T FENCE CORNER, 8 FEET NORTH OF THE NORTH END OF A
 NV0486'GATE, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, AND 1 FOOT
 NV0486'EAST OF A METAL WITNESS POST.
 NV0486'
 NV0486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2
 NV0486'MILES WEST OF GLENNS FERRY
 NV0486
 NV0486                          STATION RECOVERY (1975)
 NV0486
 NV0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NV0486'REACHED FROM THE CROSS STREET JUST WEST OF THE GLENNS FERRY POST
 NV0486'OFFICE GO SOUTH ON COMMERCIAL STREET FOR 0.5 MILE TO THE END OF THE
 NV0486'STREET, AND A MACADAM ROAD RIGHT, TURN RIGHT, AND GO WEST, TOWARD THE
 NV0486'AIRPORT, FOR 1.4 MILES TO A SIDE ROAD LEFT, OPPOSITE TWO METAL GATES
 NV0486'ON THE NORTH SIDE OF THE ROAD, TURN LEFT, AND GO SOUTH FOR 0.2 MILE
 NV0486'TO THE MARK ON THE LEFT, 13 FEET EAST OF THE CENTER OF THE
 NV0486'SINGLE-TRACK ROAD, 6 FEET NORTHWEST OF A METAL BRACE POST IN THE
 NV0486'NORTH-SOUTH FENCE LINE, 4 FEET WEST OF THE NORTH-SOUTH FENCE LINE,
 NV0486'AND 1 FOOT WEST OF A METAL WITNESS POST, A TRIANGULATION STATION DISK
 NV0486'ON A PIPE THAT PROJECTS 2-INCHES.
 NV0486
 NV0486                          STATION RECOVERY (1983)
 NV0486
 NV0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1145 ***********************************************************************
 NV1145  DESIGNATION -  GLENNS FERRY MUNICIPAL TANK
 NV1145  PID         -  NV1145
 NV1145  STATE/COUNTY-  ID/ELMORE
 NV1145  USGS QUAD   -  GLENNS FERRY (1992)
 NV1145
 NV1145                         *CURRENT SURVEY CONTROL
 NV1145  ___________________________________________________________________
 NV1145* NAD 83(1992)-  42 56 53.48129(N)    115 17 51.51861(W)     ADJUSTED  
 NV1145* NAVD 88     -                                                        
 NV1145  ___________________________________________________________________
 NV1145  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 NV1145  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 NV1145
 NV1145  HORZ ORDER  -  THIRD
 NV1145
 NV1145.The horizontal coordinates were established by classical geodetic methods
 NV1145.and adjusted by the National Geodetic Survey in July 1992..
 NV1145
 NV1145
 NV1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1145
 NV1145.The geoid height was determined by GEOID03.
 NV1145
 NV1145;                    North         East     Units Scale Factor Converg.
 NV1145;SPC ID W     -   142,440.377   836,914.085   MT  0.99995009   +0 18 29.6
 NV1145;UTM  11      - 4,756,467.205   638,874.253   MT  0.99983726   +1 09 36.2
 NV1145
 NV1145                          SUPERSEDED SURVEY CONTROL
 NV1145
 NV1145  NAD 83(1986)-  42 56 53.48044(N)    115 17 51.51691(W) AD(       ) 4
 NV1145  NAD 27      -  42 56 53.84400(N)    115 17 48.25900(W) AD(       ) 3
 NV1145
 NV1145.Superseded values are not recommended for survey control.
 NV1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1145.See file dsdata.txt to determine how the superseded data were derived.
 NV1145
 NV1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3887456467(NAD 83)
 NV1145
 NV1145  HISTORY     - Date     Condition        Report By
 NV1145  HISTORY     - 1945     MONUMENTED       CGS
 NV1145
 NV1145                          STATION DESCRIPTION
 NV1145
 NV1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1145'STATION IS THE MUNICIPAL WATER TANK LOCATED 5 BLOCKS S FROM THE
 NV1145'CENTER OF TOWN, AT THE S END OF COMMERCIAL STREET, AND 40 FEET
 NV1145'E OF THE CENTER LINE OF THE STREET.  IT IS A CYLINDRICAL STEEL
 NV1145'TANK PAINTED ALUMINUM AND IS SUPPORTED BY A FOUR-LEGGED STEEL
 NV1145'STRUCTURE.  THE OVER-ALL HEIGHT IS 135 FEET AND THE POINT
 NV1145'OBSERVED UPON WAS THE BALL ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0485 ***********************************************************************
 NV0485  DESIGNATION -  GLENNS FERRY RM 1
 NV0485  PID         -  NV0485
 NV0485  STATE/COUNTY-  ID/ELMORE
 NV0485  USGS QUAD   -  GLENNS FERRY (1992)
 NV0485
 NV0485                         *CURRENT SURVEY CONTROL
 NV0485  ___________________________________________________________________
 NV0485* NAD 83(1986)-  42 56 34.     (N)    115 19 26.     (W)     SCALED    
 NV0485* NAVD 88     -       774.302  (meters)    2540.36   (feet)  ADJUSTED  
 NV0485  ___________________________________________________________________
 NV0485  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 NV0485  DYNAMIC HT  -         773.981 (meters)    2539.30  (feet)  COMP
 NV0485  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 NV0485
 NV0485  VERT ORDER  -  FIRST     CLASS II
 NV0485
 NV0485.The horizontal coordinates were scaled from a topographic map and have
 NV0485.an estimated accuracy of +/- 6 seconds.
 NV0485
 NV0485.The orthometric height was determined by differential leveling
 NV0485.and adjusted by the National Geodetic Survey in June 1991..
 NV0485
 NV0485.The geoid height was determined by GEOID03.
 NV0485
 NV0485.The dynamic height is computed by dividing the NAVD 88
 NV0485.geopotential number by the normal gravity value computed on the
 NV0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0485.degrees latitude (g = 980.6199 gals.).
 NV0485
 NV0485.The modeled gravity was interpolated from observed gravity values.
 NV0485
 NV0485;                    North         East    Units  Estimated Accuracy
 NV0485;SPC ID W     -   141,830.      834,780.      MT  (+/- 180 meters Scaled)
 NV0485
 NV0485                          SUPERSEDED SURVEY CONTROL
 NV0485
 NV0485  NGVD 29 (??/??/92)  773.486  (m)         2537.68   (f) ADJ UNCH    1 2
 NV0485
 NV0485.Superseded values are not recommended for survey control.
 NV0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0485.See file dsdata.txt to determine how the superseded data were derived.
 NV0485
 NV0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH367558(NAD 83)
 NV0485_MARKER: DR = REFERENCE MARK DISK
 NV0485_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0485_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0485_STAMPING: GLENNS FERRY NO 1 1945
 NV0485_MARK LOGO: CGS   
 NV0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0485
 NV0485  HISTORY     - Date     Condition        Report By
 NV0485  HISTORY     - 1945     MONUMENTED       CGS
 NV0485  HISTORY     - 1960     GOOD             NGS
 NV0485  HISTORY     - 1975     GOOD             NGS
 NV0485  HISTORY     - 1983     GOOD             NGS
 NV0485
 NV0485                          STATION DESCRIPTION
 NV0485
 NV0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NV0485'2.2 MI SW FROM GLENNS FERRY.
 NV0485'ABOUT 1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0485'AT GLENS FERRY, THENCE 0.5 MILE SOUTHEAST ACROSS COUNTRY, AT THE
 NV0485'SOUTHEAST CORNER OF GLENNS FERRY AIRPORT, 38.4 FEET WEST OF GLENNS
 NV0485'FERRY TRIANGULATION STATION, 1.0 FOOT NORTH OF AN EAST-WEST FENCE, A
 NV0485'DISK BRAZED ON THE TOP OF AN IRON PIPE PROJECTING 0.2 FOOT.
 NV0485
 NV0485                          STATION RECOVERY (1975)
 NV0485
 NV0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NV0485'REACHED FROM THE CROSS STREET JUST WEST OF THE GLENNS FERRY POST
 NV0485'OFFICE GO SOUTH ON COMMERCIAL STREET FOR 0.5 MILE TO THE END OF THE
 NV0485'STREET, AND A MACADAM ROAD RIGHT, TURN RIGHT, AND GO WEST ON THE
 NV0485'MACADAM ROAD FOR 1.4 MILES TO A SIDE ROAD LEFT, TURN LEFT, AND GO
 NV0485'SOUTH ON THE SINGLE TRACK ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT,
 NV0485'38.38 FEET WEST OF TRIANGULATION STATION GLENNS FERRY 1945, 25.5 FEET
 NV0485'WEST OF THE ROAD, 2 FEET WEST OF A T FENCE CORNER, AND 1 FOOT NORTH
 NV0485'OF AN EAST-WEST FENCE LINE, A REFERENCE MARK DISK ON A PIPE THAT
 NV0485'PROJECTS 2-INCHES.
 NV0485
 NV0485                          STATION RECOVERY (1983)
 NV0485
 NV0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0487 ***********************************************************************
 NV0487  DESIGNATION -  GLENNS FERRY RM 2
 NV0487  PID         -  NV0487
 NV0487  STATE/COUNTY-  ID/ELMORE
 NV0487  USGS QUAD   -  GLENNS FERRY (1992)
 NV0487
 NV0487                         *CURRENT SURVEY CONTROL
 NV0487  ___________________________________________________________________
 NV0487* NAD 83(1986)-  42 56 34.     (N)    115 19 26.     (W)     SCALED    
 NV0487* NAVD 88     -       774.437  (meters)    2540.80   (feet)  ADJUSTED  
 NV0487  ___________________________________________________________________
 NV0487  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 NV0487  DYNAMIC HT  -         774.116 (meters)    2539.75  (feet)  COMP
 NV0487  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 NV0487
 NV0487  VERT ORDER  -  FIRST     CLASS II
 NV0487
 NV0487.The horizontal coordinates were scaled from a topographic map and have
 NV0487.an estimated accuracy of +/- 6 seconds.
 NV0487
 NV0487.The orthometric height was determined by differential leveling
 NV0487.and adjusted by the National Geodetic Survey in June 1991..
 NV0487
 NV0487.The geoid height was determined by GEOID03.
 NV0487
 NV0487.The dynamic height is computed by dividing the NAVD 88
 NV0487.geopotential number by the normal gravity value computed on the
 NV0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0487.degrees latitude (g = 980.6199 gals.).
 NV0487
 NV0487.The modeled gravity was interpolated from observed gravity values.
 NV0487
 NV0487;                    North         East    Units  Estimated Accuracy
 NV0487;SPC ID W     -   141,830.      834,780.      MT  (+/- 180 meters Scaled)
 NV0487
 NV0487                          SUPERSEDED SURVEY CONTROL
 NV0487
 NV0487  NGVD 29 (??/??/92)  773.621  (m)         2538.12   (f) ADJ UNCH    1 2
 NV0487
 NV0487.Superseded values are not recommended for survey control.
 NV0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0487.See file dsdata.txt to determine how the superseded data were derived.
 NV0487
 NV0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH367558(NAD 83)
 NV0487_MARKER: DR = REFERENCE MARK DISK
 NV0487_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NV0487_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NV0487_STAMPING: GLENNS FERRY NO 2 1945
 NV0487_MARK LOGO: CGS   
 NV0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0487
 NV0487  HISTORY     - Date     Condition        Report By
 NV0487  HISTORY     - 1945     MONUMENTED       CGS
 NV0487  HISTORY     - 1960     GOOD             NGS
 NV0487  HISTORY     - 1975     GOOD             NGS
 NV0487  HISTORY     - 1983     GOOD             NGS
 NV0487
 NV0487                          STATION DESCRIPTION
 NV0487
 NV0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NV0487'2.2 MI SW FROM GLENNS FERRY.
 NV0487'ABOUT 1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0487'AT GLENNS FERRY, THENCE 0.5 MILE SOUTHEAST ACROSS COUNTRY, AT THE
 NV0487'SOUTHEAST CORNER OF GLENNS FERRY AIRPORT, 33.1 FOOT NORTH OF
 NV0487'TRIANGULATION STATION GLENNS FERRY, 55.2 FEET NORTHEAST OF REFERENCE
 NV0487'MARK NUMBER 1, 1.2 FEET WEST OF A NORTH-SOUTH FENCE, A DISK BRAZED ON
 NV0487'THE TOP OF AN IRON PIPE PROJECTING 0.3 FOOT.
 NV0487
 NV0487                          STATION RECOVERY (1975)
 NV0487
 NV0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NV0487'REACHED FROM THE CROSS STREET JUST WEST OF THE GLENNS FERRY POST
 NV0487'OFFICE GO SOUTH ON COMMERCIAL STREET FOR 0.5 MILE TO THE END OF THE
 NV0487'STREET, AND A MACADAM ROAD RIGHT, TURN RIGHT, AND GO WEST ON THE
 NV0487'MACADAM ROAD FOR 1.4 MILES TO A SIDE ROAD LEFT, TURN LEFT, AND GO
 NV0487'SOUTH ON THE SINGLE TRACK ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT,
 NV0487'33.17 FEET NORTH OF TRIANGULATION STATION GLENNS FERRY 1945, 16 FEET
 NV0487'EAST OF THE CENTER OF THE ROAD, AND 2 FEET WEST OF THE NORTH-SOUTH
 NV0487'FENCE LINE, A REFERENCE MARK DISK ON A PIPE THAT PROJECTS 2-INCHES.
 NV0487
 NV0487                          STATION RECOVERY (1983)
 NV0487
 NV0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0981 ***********************************************************************
 OZ0981  DESIGNATION -  GLENS
 OZ0981  PID         -  OZ0981
 OZ0981  STATE/COUNTY-  ID/ELMORE
 OZ0981  USGS QUAD   -  MOUNT EVERLY (1972)
 OZ0981
 OZ0981                         *CURRENT SURVEY CONTROL
 OZ0981  ___________________________________________________________________
 OZ0981* NAD 83(1992)-  43 56 59.61483(N)    115 00 41.73355(W)     ADJUSTED  
 OZ0981* NAVD 88     -      3065.8    (meters)   10058.     (feet)  VERTCON   
 OZ0981  ___________________________________________________________________
 OZ0981  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 OZ0981  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 OZ0981
 OZ0981  HORZ ORDER  -  THIRD
 OZ0981
 OZ0981.The horizontal coordinates were established by classical geodetic methods
 OZ0981.and adjusted by the National Geodetic Survey in July 1992..
 OZ0981
 OZ0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0981
 OZ0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0981
 OZ0981.The geoid height was determined by GEOID03.
 OZ0981
 OZ0981;                    North         East     Units Scale Factor Converg.
 OZ0981;SPC ID W     -   253,889.533   859,270.774   MT  0.99997653   +0 30 45.0
 OZ0981;SPC ID C     -   254,125.534   418,799.864   MT  1.00002843   -0 42 07.6
 OZ0981;UTM  11      - 4,868,229.478   659,554.121   MT  0.99991312   +1 22 49.1
 OZ0981
 OZ0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0981!SPC ID W     -   0.99952153  x   0.99997653  =   0.99949807
 OZ0981!SPC ID C     -   0.99952153  x   1.00002843  =   0.99954995
 OZ0981!UTM  11      -   0.99952153  x   0.99991312  =   0.99943470
 OZ0981
 OZ0981:                Primary Azimuth Mark                     Grid Az
 OZ0981:SPC ID W     -  SNOWYSIDE                                111 18 20.0
 OZ0981:SPC ID C     -  SNOWYSIDE                                112 31 12.6
 OZ0981:UTM  11      -  SNOWYSIDE                                110 26 15.9
 OZ0981
 OZ0981|---------------------------------------------------------------------|
 OZ0981| PID    Reference Object                     Distance      Geod. Az  |
 OZ0981|                                                           dddmmss.s |
 OZ0981| OZ0979 SNOWYSIDE                           APPROX. 3.5 KM 1114905.0 |
 OZ0981|---------------------------------------------------------------------|
 OZ0981
 OZ0981                          SUPERSEDED SURVEY CONTROL
 OZ0981
 OZ0981  NAD 83(1986)-  43 56 59.61401(N)    115 00 41.72916(W) AD(       ) 3
 OZ0981  NAD 27      -  43 56 59.96120(N)    115 00 38.43954(W) AD(       ) 3
 OZ0981  NGVD 29 (07/19/86) 3064.3    (m)        10053.     (f) VERT ANG       
 OZ0981
 OZ0981.Superseded values are not recommended for survey control.
 OZ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0981.See file dsdata.txt to determine how the superseded data were derived.
 OZ0981
 OZ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ5955468229(NAD 83)
 OZ0981_MARKER: DD = SURVEY DISK
 OZ0981_SETTING: 80 = SET IN A BOULDER
 OZ0981_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OZ0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0981
 OZ0981  HISTORY     - Date     Condition        Report By
 OZ0981  HISTORY     - 1936     MONUMENTED       USGS
 OZ0981
 OZ0981                          STATION DESCRIPTION
 OZ0981
 OZ0981'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 OZ0981'LOCATED ABOUT 19 MI. SSW. OF STANLEY, 18 MI. WNW. OF GALENA, 11 MI.
 OZ0981'SW. OF SAWTOOTH VALLEY RANGER STATION, ON THE HIGHEST PART OF GLENS
 OZ0981'PEAK.
 OZ0981'
 OZ0981'REACHED BY HELICOPTER.
 OZ0981'
 OZ0981'TO REACH TAKE FOREST SERVICE TRAIL UP MIDDLE FORK BOISE RIVER TO
 OZ0981'SPANGLE LAKES, THENCE EASTERLY TO FOOT OF PEAK.  THE CLIMB ON FOOT
 OZ0981'FROM THIS POINT TO SUMMIT IS RATHER DIFFICULT OWING TO LARGE, BROKEN
 OZ0981'BLOCKS OF GRANITE COVERING SLOPE, PROBABLY BETTER APPROACH UP RIDGE
 OZ0981'FROM S.
 OZ0981'
 OZ0981'STATION MARK--STANDARD TABLET STAMPED---GLENS 1936---, CEMENTED IN
 OZ0981'TOP OF LARGE, FLAT BOULDER.
 OZ0981'
 OZ0981'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET CEMENTED IN LARGE
 OZ0981'BLOCK OF GRANITE ON SW. SLOPE, 22.14 FT. (SLOPE) FROM STATION MARK,
 OZ0981'S 64 DEG 16 MIN W.
 OZ0981'
 OZ0981'REFERENCE MARK NO. 2--DEPARTMENT OF AGRICULTURE, U.S. FOREST SERVICE
 OZ0981'BENCH MARK TABLET STAMPED---GLENS PK 1927---, CEMENTED IN TOP OF
 OZ0981'BOULDER ON SUMMIT, 10.04 FT. FROM STATION MARK, N 56 DEG 59 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1046 ***********************************************************************
 SU1046  DESIGNATION -  GLIDDEN
 SU1046  PID         -  SU1046
 SU1046  STATE/COUNTY-  ID/SHOSHONE
 SU1046  USGS QUAD   -  THOMPSON PASS (1988)
 SU1046
 SU1046                         *CURRENT SURVEY CONTROL
 SU1046  ___________________________________________________________________
 SU1046* NAD 83(1992)-  47 30 53.58349(N)    115 44 35.64142(W)     ADJUSTED  
 SU1046* NAVD 88     -      2024.3    (meters)    6641.     (feet)  VERTCON   
 SU1046  ___________________________________________________________________
 SU1046  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 SU1046  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 SU1046
 SU1046  HORZ ORDER  -  THIRD
 SU1046
 SU1046.The horizontal coordinates were established by classical geodetic methods
 SU1046.and adjusted by the National Geodetic Survey in July 1992..
 SU1046
 SU1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1046
 SU1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1046
 SU1046.The geoid height was determined by GEOID03.
 SU1046
 SU1046;                    North         East     Units Scale Factor Converg.
 SU1046;SPC ID W     -   649,832.882   800,509.617   MT  0.99993334   +0 00 18.0
 SU1046;UTM  11      - 5,263,149.288   594,623.969   MT  0.99971003   +0 55 36.7
 SU1046
 SU1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1046!SPC ID W     -   0.99968530  x   0.99993334  =   0.99961866
 SU1046!UTM  11      -   0.99968530  x   0.99971003  =   0.99939542
 SU1046
 SU1046:                Primary Azimuth Mark                     Grid Az
 SU1046:SPC ID W     -  TIGER                                    289 51 32.0
 SU1046:UTM  11      -  TIGER                                    288 56 13.3
 SU1046
 SU1046|---------------------------------------------------------------------|
 SU1046| PID    Reference Object                     Distance      Geod. Az  |
 SU1046|                                                           dddmmss.s |
 SU1046| SU1054 TIGER                               APPROX. 7.0 KM 2895150.0 |
 SU1046|---------------------------------------------------------------------|
 SU1046
 SU1046                          SUPERSEDED SURVEY CONTROL
 SU1046
 SU1046  NAD 83(1986)-  47 30 53.58708(N)    115 44 35.63198(W) AD(       ) 3
 SU1046  NAD 27      -  47 30 53.83547(N)    115 44 32.05941(W) AD(       ) 3
 SU1046  NGVD 29 (07/19/86) 2023.0    (m)         6637.     (f) VERT ANG       
 SU1046
 SU1046.Superseded values are not recommended for survey control.
 SU1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1046.See file dsdata.txt to determine how the superseded data were derived.
 SU1046
 SU1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9462463149(NAD 83)
 SU1046_MARKER: DD = SURVEY DISK
 SU1046_SETTING: 66 = SET IN ROCK OUTCROP
 SU1046_SP_SET: SET IN ROCK OUTCROP
 SU1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1046+STABILITY: POSITION/ELEVATION WELL
 SU1046
 SU1046  HISTORY     - Date     Condition        Report By
 SU1046  HISTORY     - 1937     MONUMENTED       USGS
 SU1046
 SU1046                          STATION DESCRIPTION
 SU1046
 SU1046'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 SU1046'LOCATED ABOUT 3.5 MI. E. OF BURKE, ON SUMMIT OF RIDGE LYING BETWEEN
 SU1046'LOWER GLIDDEN LAKE AND THE HEAD OF MILITARY GULCH, A BRANCH OF CANYON
 SU1046'CREEK.  THE RIDGE HAS A DOUBLE SUMMIT OF NEARLY SAME HEIGHT, THE
 SU1046'STATION IS ON THE NORTHERN HUMP, SLIGHTLY NEARER ITS SOUTHEASTERN END
 SU1046'AND SLIGHTLY E. OF CREST.
 SU1046'
 SU1046'TO REACH, FOLLOW RD. TO UPPER (SOUTHERN) END OF LOWER GLIDDEN LAKE
 SU1046'AND CLIMB SLOPE WESTWARD TO SUMMIT.
 SU1046'
 SU1046'STATION MARK--STANDARD TABLET STAMPED---GLIDDEN 1937---, CEMENTED IN
 SU1046'ROCK SET IN GROUND.
 SU1046'
 SU1046'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET CEMENTED IN
 SU1046'EMBEDDED ROCK, 73.20 FT. FROM STATION MARK, N 36 DEG 39 MIN W.
 SU1046'
 SU1046'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER DRIVEN IN A NATURAL BLAZE
 SU1046'ON FIR TREE, 135.35 FT. FROM STATION MARK, S 62 DEG 48 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0299 ***********************************************************************
 NW0299  DESIGNATION -  GLO 1 OFFSET
 NW0299  PID         -  NW0299
 NW0299  STATE/COUNTY-  ID/OWYHEE
 NW0299  USGS QUAD   -  JORDAN VALLEY (1969)
 NW0299
 NW0299                         *CURRENT SURVEY CONTROL
 NW0299  ___________________________________________________________________
 NW0299* NAD 83(1992)-  42 57 20.18533(N)    117 01 34.07965(W)     ADJUSTED  
 NW0299* NAVD 88     -      1377.     (meters)    4518.     (feet)  VERTCON   
 NW0299  ___________________________________________________________________
 NW0299  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 NW0299  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 NW0299
 NW0299  HORZ ORDER  -  SECOND
 NW0299
 NW0299.The horizontal coordinates were established by classical geodetic methods
 NW0299.and adjusted by the National Geodetic Survey in July 1992..
 NW0299
 NW0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0299
 NW0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0299
 NW0299.The geoid height was determined by GEOID03.
 NW0299
 NW0299;                    North         East     Units Scale Factor Converg.
 NW0299;SPC ID W     -   143,955.336   695,874.292   MT  1.00006667   -0 52 10.8
 NW0299;SPC OR S     -   149,056.104 1,783,357.099   MT  0.99990148   +2 22 35.9
 NW0299;SPC OR S     -   489,029.21  5,850,909.12   iFT  0.99990148   +2 22 35.9
 NW0299;UTM  11      - 4,755,885.383   497,868.390   MT  0.99960006   -0 01 04.1
 NW0299
 NW0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0299!SPC ID W     -   0.99978674  x   1.00006667  =   0.99985340
 NW0299!SPC OR S     -   0.99978674  x   0.99990148  =   0.99968825
 NW0299!UTM  11      -   0.99978674  x   0.99960006  =   0.99938689
 NW0299
 NW0299|---------------------------------------------------------------------|
 NW0299| PID    Reference Object                     Distance      Geod. Az  |
 NW0299|                                                           dddmmss.s |
 NW0299| CD6631 GLO 1 OFFSET RM 1                     6.188 METERS 10853     |
 NW0299| CD6632 GLO 1 OFFSET RM 2                     6.642 METERS 17731     |
 NW0299| NW0303 PARSNIP PEAK                        APPROX.13.8 KM 2042103.0 |
 NW0299| NW0300 BOUNDARY MP 59 ID OR                 35.718 METERS 22817     |
 NW0299|---------------------------------------------------------------------|
 NW0299
 NW0299                          SUPERSEDED SURVEY CONTROL
 NW0299
 NW0299  NAD 83(1991)-  42 57 20.18533(N)    117 01 34.07966(W) AD(       ) 2
 NW0299  NAD 83(1986)-  42 57 20.18683(N)    117 01 34.07696(W) AD(       ) 2
 NW0299  NAD 27      -  42 57 20.63000(N)    117 01 30.57800(W) AD(       ) 2
 NW0299  NGVD 29 (07/19/86) 1376.     (m)         4514.     (f) VERT ANG       
 NW0299
 NW0299.Superseded values are not recommended for survey control.
 NW0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0299.See file dsdata.txt to determine how the superseded data were derived.
 NW0299
 NW0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH9786855885(NAD 83)
 NW0299_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0299_SETTING: 66 = SET IN ROCK OUTCROP
 NW0299
 NW0299  HISTORY     - Date     Condition        Report By
 NW0299  HISTORY     - 1933     MONUMENTED       CGS
 NW0299  HISTORY     - 1969     GOOD             USGS
 NW0299
 NW0299                          STATION DESCRIPTION
 NW0299
 NW0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CP)
 NW0299'STATION IS ON THE WEST SLOPE OF THE HILL ABOUT 1.5 MILES, AIRLINE,
 NW0299'SOUTHEAST OF THE TOWN OF JORDAN VALLEY AND 1/2 MILE EAST OF
 NW0299'JORDAN CREEK.
 NW0299'
 NW0299'REACHED FROM JORDAN VALLEY BY GOING EAST ON THE POVERTY FLAT
 NW0299'ROAD 1.8 MILES TO A FARMHOUSE, TURN RIGHT THROUGH BARNYARD
 NW0299'AND FOLLOW THE ROAD ACROSS THE FIELD TO THE SOUTHWEST TO THE
 NW0299'WEST SIDE OF THE HILL, THENCE WALK ABOUT HALF WAY UP THE SLOPE
 NW0299'TO STATION.
 NW0299'
 NW0299'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 NW0299'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A RESPECTIVELY.
 NW0299'
 NW0299'THE GENERAL LAND OFFICE CORNER IS ON THE IDAHO-OREGON STATE LINE.
 NW0299
 NW0299                          STATION RECOVERY (1969)
 NW0299
 NW0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NW0299'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 NW0299'
 NW0299'NEW TO REACH FOLLOWS--TO REACH FROM POST OFFICE IN JORDAN
 NW0299'VALLEY, GO E. ON RD. TO SOUTH MOUNTAIN 3.8 MI TO SANFORD RANCH
 NW0299'RD.  TURN RIGHT ON RANCH RD. 0.5 MI TO RANCH HOUSE, (CONTACT MR.
 NW0299'SANFORD FOR PERMISSION TO CONTINUE).  PASS THROUGH RANCH YARD AND
 NW0299'GATE FOLLOWING MEADOW RD. VEERING NW. 0.5 MI TO JORDAN CREEK.
 NW0299'CONTINUE STRAIGHT AHEAD THROUGH GATE 0.4 MI.  TAKE SHARP RIGHT OFF
 NW0299'RD. FOLLOWING ALONG LINE OF WILLOW TREES 0.1 MI TO CONCRETE
 NW0299'DIVERSION DAM AND END OF TRUCK TRAVEL.  PACK ACROSS BOARDWALK AND
 NW0299'UP WEST SLOPE OF HILL TO STATION ABOUT 300 FT ABOVE DIVERSION DAM
 NW0299'AND ABOUT 200 FT BELOW TOP OF HILL.
 NW0299'
 NW0299'HEIGHT OF INSTRUMENT ABOVE STATION MARK--4.8 FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0754 ***********************************************************************
 OX0754  DESIGNATION -  GLO 7 NORTHEAST BASE
 OX0754  PID         -  OX0754
 OX0754  STATE/COUNTY-  ID/MADISON
 OX0754  USGS QUAD   -  MENAN BUTTES (1979)
 OX0754
 OX0754                         *CURRENT SURVEY CONTROL
 OX0754  ___________________________________________________________________
 OX0754* NAD 83(1992)-  43 48 38.99061(N)    111 57 21.67026(W)     ADJUSTED  
 OX0754* NAVD 88     -      1468.8    (meters)    4819.     (feet)  VERTCON   
 OX0754  ___________________________________________________________________
 OX0754  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 OX0754  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 OX0754
 OX0754  HORZ ORDER  -  FIRST
 OX0754
 OX0754.The horizontal coordinates were established by classical geodetic methods
 OX0754.and adjusted by the National Geodetic Survey in July 1992..
 OX0754
 OX0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0754
 OX0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0754
 OX0754.The geoid height was determined by GEOID03.
 OX0754
 OX0754;                    North         East     Units Scale Factor Converg.
 OX0754;SPC ID E     -   238,199.198   216,947.903   MT  0.99995090   +0 08 45.0
 OX0754;UTM  12      - 4,851,306.688   423,108.721   MT  0.99967272   -0 39 42.7
 OX0754
 OX0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0754!SPC ID E     -   0.99977152  x   0.99995090  =   0.99972243
 OX0754!UTM  12      -   0.99977152  x   0.99967272  =   0.99944431
 OX0754
 OX0754|---------------------------------------------------------------------|
 OX0754| PID    Reference Object                     Distance      Geod. Az  |
 OX0754|                                                           dddmmss.s |
 OX0754| CN3600 GLO 7 NORTHEAST BASE RM 2            11.622 METERS 03038     |
 OX0754| OX0752 NORTH BUTTE RM 3                    APPROX. 2.5 KM 2085717.5 |
 OX0754| OX0751 GLO 7 SOUTHWEST BASE                APPROX. 1.6 KM 2463959.0 |
 OX0754| CN3599 GLO 7 NORTHEAST BASE RM 1            11.197 METERS 29517     |
 OX0754|---------------------------------------------------------------------|
 OX0754
 OX0754                          SUPERSEDED SURVEY CONTROL
 OX0754
 OX0754  NAD 83(1986)-  43 48 38.98423(N)    111 57 21.65654(W) AD(       ) 1
 OX0754  NAD 27      -  43 48 39.30600(N)    111 57 18.76400(W) AD(       ) 1
 OX0754  NGVD 29 (07/19/86) 1467.7    (m)         4815.     (f) VERT ANG       
 OX0754
 OX0754.Superseded values are not recommended for survey control.
 OX0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0754.See file dsdata.txt to determine how the superseded data were derived.
 OX0754
 OX0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP2310951307(NAD 83)
 OX0754_MARKER: DS = TRIANGULATION STATION DISK
 OX0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0754_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OX0754
 OX0754  HISTORY     - Date     Condition        Report By
 OX0754  HISTORY     - 1946     MONUMENTED       CGS
 OX0754
 OX0754                          STATION DESCRIPTION
 OX0754
 OX0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0754'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH BY EAST OF
 OX0754'MENAN AND ON THE NORTHWEST SIDE OF THE UNION PACIFIC RAILROAD
 OX0754'TRACK.  THE DISK IS SET IN A CYLINDRICAL CONCRETE MONUMENT
 OX0754'PROJECTING ABOUT 4 INCHES AND IS STAMPED G.L.O. 7 N.E. BASE
 OX0754'1946.  IT IS 100 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 OX0754'TRACK, 40 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD, AT A
 OX0754'POINT 2-1/2 TELEGRAPH POLES SOUTHWEST OF MILE BOARD 18 AND
 OX0754'AT A POINT OPPOSITE 3-1/2 TELEGRAPH POLES NORTHEAST OF A
 OX0754'RAILROAD CROSSING.
 OX0754'
 OX0754'REFERENCE MARK NO. 1 IS A DISK SET IN A CYLINDRICAL CONCRETE
 OX0754'MONUMENT PROJECTING ABOUT 4 INCHES AND IS STAMPED G.L.O. 7
 OX0754'N.E. BASE NO 1 1946.  IT IS WEST NORTHWEST OF THE STATION
 OX0754'AND 67-1/2 FEET NORTHWEST OF THE CENTER OF THE ROAD.
 OX0754'
 OX0754'REFERENCE MARK NO. 2 IS A DISK SET IN A CYLINDRICAL CONCRETE
 OX0754'MONUMENT PROJECTING ABOUT 4 INCHES AND IS STAMPED G.L.O.
 OX0754'7 N.E. BASE NO 2 1946.  IT IS NORTHEAST OF THE STATION AND
 OX0754'63 FEET NORTHWEST OF THE CENTER OF THE ROAD.
 OX0754'
 OX0754'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION
 OX0754'G.L.O. 7 S.W. BASE.
 OX0754'
 OX0754'TO REACH THE STATION FROM THE DEPOT IN MENAN GO EAST ON A MACADAM
 OX0754'ROAD FOR 1.0 MILE, THEN TURN LEFT AND GO NORTH FOR 3.7 MILES
 OX0754'TO WHERE ROAD TURNS LEFT ACROSS RAILROAD TRACKS.  TURN LEFT
 OX0754'ACROSS TRACKS THEN TURN RIGHT ON A DIRT ROAD ALONG THE WEST
 OX0754'SIDE OF THE TRACKS AND FOLLOW NORTHERLY FOR 3.8 MILES TO A
 OX0754'SIDE ROAD RIGHT ACROSS RAILROAD TRACKS.  CONTINUE STRAIGHT
 OX0754'AHEAD 0.05 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0751 ***********************************************************************
 OX0751  DESIGNATION -  GLO 7 SOUTHWEST BASE
 OX0751  PID         -  OX0751
 OX0751  STATE/COUNTY-  ID/MADISON
 OX0751  USGS QUAD   -  MENAN BUTTES (1979)
 OX0751
 OX0751                         *CURRENT SURVEY CONTROL
 OX0751  ___________________________________________________________________
 OX0751* NAD 83(1992)-  43 48 18.49089(N)    111 58 27.27216(W)     ADJUSTED  
 OX0751* NAVD 88     -      1468.8    (meters)    4819.     (feet)  VERTCON   
 OX0751  ___________________________________________________________________
 OX0751  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 OX0751  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 OX0751
 OX0751  HORZ ORDER  -  FIRST
 OX0751
 OX0751.The horizontal coordinates were established by classical geodetic methods
 OX0751.and adjusted by the National Geodetic Survey in July 1992..
 OX0751
 OX0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0751
 OX0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0751
 OX0751.The geoid height was determined by GEOID03.
 OX0751
 OX0751;                    North         East     Units Scale Factor Converg.
 OX0751;SPC ID E     -   237,562.968   215,483.238   MT  0.99995032   +0 07 59.5
 OX0751;UTM  12      - 4,850,691.338   421,635.640   MT  0.99967553   -0 40 27.9
 OX0751
 OX0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0751!SPC ID E     -   0.99977152  x   0.99995032  =   0.99972185
 OX0751!UTM  12      -   0.99977152  x   0.99967553  =   0.99944712
 OX0751
 OX0751:                Primary Azimuth Mark                     Grid Az
 OX0751:SPC ID E     -  GLO 7 NORTHEAST BASE                     066 31 14.1
 OX0751:UTM  12      -  GLO 7 NORTHEAST BASE                     067 19 41.5
 OX0751
 OX0751|---------------------------------------------------------------------|
 OX0751| PID    Reference Object                     Distance      Geod. Az  |
 OX0751|                                                           dddmmss.s |
 OX0751| OX0754 GLO 7 NORTHEAST BASE                APPROX. 1.6 KM 0663913.6 |
 OX0751| CN3601 GLO 7 SOUTHWEST BASE RM 1            18.700 METERS 10829     |
 OX0751| OX0752 NORTH BUTTE RM 3                    APPROX. 1.6 KM 1711849.1 |
 OX0751| CN3602 GLO 7 SOUTHWEST BASE RM 2            16.140 METERS 19633     |
 OX0751|---------------------------------------------------------------------|
 OX0751
 OX0751                          SUPERSEDED SURVEY CONTROL
 OX0751
 OX0751  NAD 83(1986)-  43 48 18.48450(N)    111 58 27.25848(W) AD(       ) 1
 OX0751  NAD 27      -  43 48 18.80600(N)    111 58 24.36400(W) AD(       ) 1
 OX0751  NGVD 29 (07/19/86) 1467.7    (m)         4815.     (f) VERT ANG       
 OX0751
 OX0751.Superseded values are not recommended for survey control.
 OX0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0751.See file dsdata.txt to determine how the superseded data were derived.
 OX0751
 OX0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP2163650691(NAD 83)
 OX0751_MARKER: DS = TRIANGULATION STATION DISK
 OX0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OX0751
 OX0751  HISTORY     - Date     Condition        Report By
 OX0751  HISTORY     - 1946     MONUMENTED       CGS
 OX0751
 OX0751                          STATION DESCRIPTION
 OX0751
 OX0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0751'THE STATION IS LOCATED ABOUT 6 MILES NORTH BY EAST OF MENAN AND
 OX0751'ON THE NORTHWEST SIDE OF THE UNION PACIFIC RAILROAD TRACK.
 OX0751'IT IS A DISK SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING
 OX0751'ABOUT 4 INCHES AND IS STAMPED G.L.O. 7 S.W. BASE 1946.  IT
 OX0751'IS 80 FEET SOUTHWEST OF THE THIRD TELEGRAPH POLE SOUTHWEST
 OX0751'OF MILE BOARD 17, 58 FEET NORTHWEST OF THE NORTHWEST RAIL
 OX0751'OF THE TRACK AND 96 FEET SOUTHEAST OF THE CENTER OF THE DIRT
 OX0751'ROAD ALONG THE NORTHWEST SIDE OF THE TRACKS.
 OX0751'
 OX0751'REFERENCE MARK NO. 1 IS A DISK SET IN A CYLINDRICAL CONCRETE
 OX0751'MONUMENT PROJECTING ABOUT 4 INCHES AND IS STAMPED G.L.O. 7
 OX0751'S.W. BASE NO 1 1946.  IT IS EAST BY SOUTH OF THE STATION AND
 OX0751'14 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK.
 OX0751'
 OX0751'REFERENCE MARK NO. 2 IS A DISK SET IN A CYLINDRICAL CONCRETE
 OX0751'MONUMENT PROJECTING ABOUT 4 INCHES AND IS STAMPED G.L.O. 7
 OX0751'S.W. BASE NO 2 1946.  IT IS SOUTH BY WEST OF THE STATION AND
 OX0751'20 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK.
 OX0751'
 OX0751'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION
 OX0751'G.L.O. 7 N.E. BASE.
 OX0751'
 OX0751'TO REACH THE STATION FROM THE DEPOT IN MENAN GO EAST ON A
 OX0751'MACADAM ROAD FOR 1.0 MILE, THEN TURN LEFT ON A GRAVEL ROAD AND
 OX0751'GO NORTH FOR 3.7 MILES TO WHERE ROAD TURNS LEFT ACROSS RAILROAD
 OX0751'TRACKS.  TURN LEFT ACROSS THE TRACKS THEN TURN RIGHT ON A
 OX0751'DIRT ROAD ALONG THE WEST SIDE OF THE TRACKS AND FOLLOW NORTHERLY
 OX0751'FOR 2.8 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1163 ***********************************************************************
 NV1163  DESIGNATION -  GLO E
 NV1163  PID         -  NV1163
 NV1163  STATE/COUNTY-  ID/OWYHEE
 NV1163  USGS QUAD   -  SALLS CROSSING (1979)
 NV1163
 NV1163                         *CURRENT SURVEY CONTROL
 NV1163  ___________________________________________________________________
 NV1163* NAD 83(1992)-  42 14 43.21055(N)    115 10 01.13386(W)     ADJUSTED  
 NV1163* NAVD 88     -      1623.0    (meters)    5325.     (feet)  VERTCON   
 NV1163  ___________________________________________________________________
 NV1163  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 NV1163  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 NV1163
 NV1163  HORZ ORDER  -  FIRST
 NV1163
 NV1163.The horizontal coordinates were established by classical geodetic methods
 NV1163.and adjusted by the National Geodetic Survey in July 1992..
 NV1163
 NV1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1163
 NV1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1163
 NV1163.The geoid height was determined by GEOID03.
 NV1163
 NV1163;                    North         East     Units Scale Factor Converg.
 NV1163;SPC ID W     -    64,434.535   848,114.403   MT  0.99996181   +0 23 31.1
 NV1163;SPC ID C     -    64,930.296   403,691.374   MT  1.00006145   -0 47 04.7
 NV1163;UTM  11      - 4,678,642.815   651,224.236   MT  0.99988139   +1 13 57.3
 NV1163
 NV1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1163!SPC ID W     -   0.99974800  x   0.99996181  =   0.99970982
 NV1163!SPC ID C     -   0.99974800  x   1.00006145  =   0.99980944
 NV1163!UTM  11      -   0.99974800  x   0.99988139  =   0.99962942
 NV1163
 NV1163|---------------------------------------------------------------------|
 NV1163| PID    Reference Object                     Distance      Geod. Az  |
 NV1163|                                                           dddmmss.s |
 NV1163| CD5140 GLO E RM 1                           13.122 METERS 00926     |
 NV1163| CD5139 T14 13S R11E SECS 3 34 1/4 COR                     0903544.6 |
 NV1163| NV1162 T14 13S R11E SECS 3 4 33 34          12.928 METERS 23159     |
 NV1163|---------------------------------------------------------------------|
 NV1163
 NV1163                          SUPERSEDED SURVEY CONTROL
 NV1163
 NV1163  NAD 83(1986)-  42 14 43.21082(N)    115 10 01.13228(W) AD(       ) 1
 NV1163  NAD 27      -  42 14 43.52400(N)    115 09 57.91900(W) AD(       ) 1
 NV1163  NGVD 29 (07/19/86) 1621.9    (m)         5321.     (f) VERT ANG       
 NV1163
 NV1163.Superseded values are not recommended for survey control.
 NV1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1163.See file dsdata.txt to determine how the superseded data were derived.
 NV1163
 NV1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG5122478643(NAD 83)
 NV1163_MARKER: Z = SEE DESCRIPTION
 NV1163_SETTING: 0 = UNSPECIFIED SETTING
 NV1163
 NV1163  HISTORY     - Date     Condition        Report By
 NV1163  HISTORY     - 1948     MONUMENTED       CGS
 NV1163
 NV1163                          STATION DESCRIPTION
 NV1163
 NV1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 NV1163'THE STATION IS ABOUT 9 MILES NORTH OF THREE CREEK, ABOUT 0.35
 NV1163'MILE WEST OF A POWERLINE, IN A LOW SAGE COVERED VALLEY.
 NV1163'
 NV1163'TO REACH THE STATION FROM THE POST OFFICE AT THREE CREEK GO
 NV1163'EASTERLY ON THE ROGERSON ROAD FOR 9.7 MILES TO A ROAD LEADING
 NV1163'NORTH AND SIGN ROSEWORTH 17, BUHL 40, CASTLE FORD 29.  TURN
 NV1163'LEFT ON DIRT ROAD AND GO NORTHERLY FOR 0.7 MILE TO A TRACK
 NV1163'ROAD LEFT.  TURN LEFT ON THE TRACK ROAD FOR 0.9 MILE TO A
 NV1163'FORK.  TAKE LEFT ROAD CONTINUING ON MAIN TRACK ROAD
 NV1163'NORTHWESTERLY FOR 1.2 MILES TO A CREEK.  CROSS CREEK AND AT 0.1
 NV1163'MILE KEEP RIGHT FOR 0.4 MILE TO A FORK.  CONTINUE STRAIGHT
 NV1163'AHEAD NORTHERLY ON THE RIGHT ROAD FOR 0.5 MILE TO A FORK.
 NV1163'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A FORK.  TAKE LEFT
 NV1163'MAIN TRAVELED ROAD NORTH-NORTHWESTERLY FOR 1.2 MILE TO A
 NV1163'FORK.  KEEP STRAIGHT AHEAD ON THE RIGHT ROAD FOR 2.9
 NV1163'MILES TO A FORK.  TAKE LEFT ROAD (RIGHT ROAD LEADS TO FARM
 NV1163'BUILDINGS) FOR 0.5 MILE TO A WIRE GATE.  PASS THROUGH AND
 NV1163'THEN SHARP LEFT, WESTERLY, FOR 0.05 MILE TO A FORK.  KEEP
 NV1163'LEFT, WESTERLY, FOR 0.05 MILE TO ANOTHER FORK.  TAKE RIGHT
 NV1163'ROAD NORTHWESTERLY FOR 1.2 MILES TO A FORK.  TAKE RIGHT
 NV1163'ROAD, NORTHERLY, FOR 0.3 MILE TO CROSS ROADS.  TURN LEFT,
 NV1163'WESTERLY, FOR 1.0 MILE TO CROSS ROADS (THIS CROSS ROAD IS 0.3
 NV1163'MILE EAST OF POLE NO. 806 OF THE POWERLINE).  TURN RIGHT,
 NV1163'NORTHERLY, AND CONTINUE FOR 1.0 MILE TO A GATE AND
 NV1163'STATION ON THE RIGHT.
 NV1163'
 NV1163'THE STATION IS A STANDARD BRONZE STATION DISK SET IN A BURIED
 NV1163'BOULDER PROJECTING ABOUT 8 INCHES, AND IS ABOUT 50 FEET
 NV1163'NORTH OF A FENCELINE AND ABOUT 25 FEET EAST OF A TRACK ROAD.
 NV1163'IT IS STAMPED GLO E 1948.
 NV1163'
 NV1163'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 NV1163'IN A BURIED BOULDER PROJECTING ABOUT 6 INCHES, AND IS ABOUT
 NV1163'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED GLO E NO 1
 NV1163'1948.
 NV1163'
 NV1163'REFERENCE MARK NO. 2 IS A STANDARD GENERAL LAND OFFICE DISK
 NV1163'RIVETED TO A 3 INCH IRON PIPE PROJECTING ABOUT 8 INCHES, AND
 NV1163'IS IN THE SOUTHEAST CORNER OF A CROSS ROAD ISLAND, ABOUT 25
 NV1163'FEET NORTH OF A FENCELINE.  IT IS STAMPED.  T 13 S, R 11 E,
 NV1163'S33, S34, S4, S3, T 14 S, 1911.
 NV1163'
 NV1163'THE AZIMUTH MARK IS A STANDARD GENERAL LAND OFFICE DISK RIVETED
 NV1163'TO A 1 INCH PIPE PROJECTING ABOUT 12 INCHES, 3 FEET WEST OF
 NV1163'A WHITE POST AND ABOUT 25 FEET NORTH OF A FENCELINE.  IT IS
 NV1163'STAMPED.  S34, 1/4, S3, 1911.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1190 ***********************************************************************
 PY1190  DESIGNATION -  GLO POST 8
 PY1190  PID         -  PY1190
 PY1190  STATE/COUNTY-  ID/FREMONT
 PY1190  USGS QUAD   -  BIG GRASSY RIDGE (1972)
 PY1190
 PY1190                         *CURRENT SURVEY CONTROL
 PY1190  ___________________________________________________________________
 PY1190* NAD 83(1992)-  44 03 26.41517(N)    111 57 13.61137(W)     ADJUSTED  
 PY1190* NAVD 88     -      1717.2    (meters)    5634.     (feet)  VERTCON   
 PY1190  ___________________________________________________________________
 PY1190  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 PY1190  GEOID HEIGHT-         -10.81  (meters)                     GEOID03
 PY1190
 PY1190  HORZ ORDER  -  SECOND
 PY1190
 PY1190.The horizontal coordinates were established by classical geodetic methods
 PY1190.and adjusted by the National Geodetic Survey in July 1992..
 PY1190
 PY1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1190
 PY1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1190
 PY1190.The geoid height was determined by GEOID03.
 PY1190
 PY1190;                    North         East     Units Scale Factor Converg.
 PY1190;SPC ID E     -   265,587.833   217,057.405   MT  0.99995095   +0 08 52.9
 PY1190;UTM  12      - 4,878,683.411   423,605.020   MT  0.99967178   -0 39 47.8
 PY1190
 PY1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1190!SPC ID E     -   0.99973251  x   0.99995095  =   0.99968347
 PY1190!UTM  12      -   0.99973251  x   0.99967178  =   0.99940438
 PY1190
 PY1190                          SUPERSEDED SURVEY CONTROL
 PY1190
 PY1190  NAD 83(1986)-  44 03 26.41206(N)    111 57 13.60079(W) AD(       ) 2
 PY1190  NAD 27      -  44 03 26.73500(N)    111 57 10.68800(W) AD(       ) 2
 PY1190  NGVD 29 (07/19/86) 1716.0    (m)         5630.     (f) VERT ANG       
 PY1190
 PY1190.Superseded values are not recommended for survey control.
 PY1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1190.See file dsdata.txt to determine how the superseded data were derived.
 PY1190
 PY1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP2360578683(NAD 83)
 PY1190_MARKER: Z = SEE DESCRIPTION
 PY1190_SETTING: 0 = UNSPECIFIED SETTING
 PY1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1190
 PY1190  HISTORY     - Date     Condition        Report By
 PY1190  HISTORY     - 1922     MONUMENTED       CGS
 PY1190
 PY1190                          STATION DESCRIPTION
 PY1190
 PY1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (WMS)
 PY1190'STATION IS THE CORNER OF SECTIONS 34 AND 35, T 9 N, R 38 E, ON
 PY1190'SECOND STANDARD PARALLEL N.  IT IS ABOUT 15 MILES SE OF DUBOIS,
 PY1190'1 MILE W AND 1 MILE S OF KARLSONS RANCH, AT THE INTERSECTION
 PY1190'OF AN E-W ROAD AND A ROAD RUNNING N.
 PY1190'
 PY1190'THE SURFACE MARK IS A CROSS ON THE TOP OF A LARGE VOLCANIC
 PY1190'ROCK 15- BY 10- BY 5 INCHES BURIED 12 INCHES IN THE GROUND, THE
 PY1190'TOP PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE AND MARKED S.C.
 PY1190'ON N FACE, 4 NOTCHES ON W FACE, 2 NOTCHES ON E FACE.
 PY1190'
 PY1190'UNDERGROUND MARK IS A STANDARD 3-INCH G.L.O. IRON POST SET
 PY1190'IN CONCRETE, THE TOP BEING 18 INCHES UNDERGROUND.
 PY1190'
 PY1190'REFERENCE MARK IS A STANDARD G.L.O. 3-INCH IRON POST, ARROW
 PY1190'POINTING TOWARD STATION, SET IN CONCRETE AT THE FENCE CORNER NE
 PY1190'OF STATION, THE TOP PROJECTING 1 FOOT ABOVE GROUND.  THIS
 PY1190'IS THE SAME AS FOR ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5206 ***********************************************************************
 AC5206  CBN         -  This is a Cooperative Base Network Control Station.
 AC5206  PACS        -  This is a Primary Airport Control Station.
 AC5206  DESIGNATION -  GNG C
 AC5206  PID         -  AC5206
 AC5206  STATE/COUNTY-  ID/GOODING
 AC5206  USGS QUAD   -  GOODING BUTTE (1992)
 AC5206
 AC5206                         *CURRENT SURVEY CONTROL
 AC5206  ___________________________________________________________________
 AC5206* NAD 83(1999)-  42 55 03.35722(N)    114 45 21.60250(W)     ADJUSTED  
 AC5206* NAVD 88     -      1138.15   (meters)    3734.1    (feet)  GPS OBS   
 AC5206  ___________________________________________________________________
 AC5206  X           -  -1,959,359.767 (meters)                     COMP
 AC5206  Y           -  -4,249,009.390 (meters)                     COMP
 AC5206  Z           -   4,321,567.104 (meters)                     COMP
 AC5206  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 AC5206  ELLIP HEIGHT-        1122.98  (meters)          (04/16/01) GPS OBS
 AC5206  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 AC5206
 AC5206  HORZ ORDER  -  B
 AC5206  ELLP ORDER  -  FOURTH    CLASS II
 AC5206
 AC5206.This mark is at Gooding Municipal Airport (GNG)
 AC5206
 AC5206.The horizontal coordinates were established by GPS observations
 AC5206.and adjusted by the National Geodetic Survey in April 2001..
 AC5206.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5206.DATUM ITEM on the data sheet items page.
 AC5206
 AC5206.The orthometric height was determined by GPS observations and a
 AC5206.high-resolution geoid model.
 AC5206
 AC5206.GPS derived orthometric heights for airport stations designated as
 AC5206.PACS or SACS are published to 2 decimal places.  This maintains
 AC5206.centimeter relative accuracy between the PACS and SACS.  It does
 AC5206.not indicate centimeter accuracy relative to other marks which are
 AC5206.part of the NAVD 88 network.
 AC5206
 AC5206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5206
 AC5206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5206
 AC5206.The ellipsoidal height was determined by GPS observations
 AC5206.and is referenced to NAD 83.
 AC5206
 AC5206.The geoid height was determined by GEOID03.
 AC5206
 AC5206;                    North         East     Units Scale Factor Converg.
 AC5206;SPC ID C     -   139,222.280   438,275.775   MT  0.99999422   -0 30 53.3
 AC5206;UTM  11      - 4,754,107.327   683,152.389   MT  1.00001269   +1 31 42.5
 AC5206
 AC5206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5206!SPC ID C     -   0.99982392  x   0.99999422  =   0.99981814
 AC5206!UTM  11      -   0.99982392  x   1.00001269  =   0.99983661
 AC5206
 AC5206                          SUPERSEDED SURVEY CONTROL
 AC5206
 AC5206  NAD 83(1992)-  42 55 03.35651(N)    114 45 21.60041(W) AD(       ) B
 AC5206  ELLIP H (01/22/97) 1123.05   (m)                       GP(       ) 4 1
 AC5206
 AC5206.Superseded values are not recommended for survey control.
 AC5206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5206.See file dsdata.txt to determine how the superseded data were derived.
 AC5206
 AC5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8315254107(NAD 83)
 AC5206_MARKER: I = METAL ROD
 AC5206_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5206_STAMPING: GNG C 1996
 AC5206_MARK LOGO: NGS   
 AC5206_PROJECTION: RECESSED 5 CENTIMETERS
 AC5206_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5206+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC5206_ROD/PIPE-DEPTH: 0.98 meters
 AC5206_SLEEVE-DEPTH  : 0.9 meters
 AC5206
 AC5206  HISTORY     - Date     Condition        Report By
 AC5206  HISTORY     - 1996     MONUMENTED       NGS
 AC5206
 AC5206                          STATION DESCRIPTION
 AC5206
 AC5206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 AC5206'THE STATION IS 2.0 MI (3.2 KM) SOUTHWEST OF GOODING AND 28 MI (45.1
 AC5206'KM) NORTHWEST OF TWIN FALLS AT THE GOODING MUNICIPAL AIRPORT NEAR THE
 AC5206'SOUTHEAST END OF THE RUNWAY.  OWNERSHIP--CITY OF GOODING--1945 AIRPORT
 AC5206'ROAD, GOODING, ID 83330.  POINT OF CONTACT AT THE TIME OF
 AC5206'ESTABLISHMENT WAS THE AIRPORT MANAGER--MR.  DALE THOMAS, PHONE
 AC5206'208-934-5934.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 26 AND
 AC5206'STATE HIGHWAY 46, GO WEST ON U.S.  HIGHWAY 26 FOR 2.75 MI (4.43 KM) TO
 AC5206'AIRPORT ROAD ON THE LEFT.  TURN LEFT ON AIRPORT ROAD AND GO SOUTH FOR
 AC5206'0.4 MI (0.6 KM) TO THE AIRPORT OFFICE ON THE RIGHT. TURN RIGHT AND
 AC5206'PROCEED SOUTH ACROSS APRON FOR 0.05 MI (0.08 KM) TO A TAXIWAY.  TURN
 AC5206'RIGHT AND PROCEED WEST ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO THE
 AC5206'RUNWAY.  TURN LEFT ON THE RUNWAY AND PROCEED EAST FOR 0.55 MI (0.89
 AC5206'KM) TO THE END OF THE RUNWAY AND THE STATION AHEAD ON THE RIGHT.  IT
 AC5206'IS, 50.2 M (164.7 FT) NORTH-NORTHWEST OF A FENCELINE, 31.7 M (104.0
 AC5206'FT) EAST OF THE SOUTHEAST CORNER OF THE RUNWAY, 28.2 M (92.5 FT)
 AC5206'SOUTHEAST OF THE EXTENDED CENTERLINE OF THE RUNWAY, 27.6 M (90.6 FT)
 AC5206'EAST OF THE SOUTHERNMOST REIL LIGHT AND 0.5 M (1.6 FT) WEST OF A
 AC5206'FIBREGLASS WITNESS POST.  STATION IS A 9/16 INCH STAINLESS STEEL ROD
 AC5206'DRIVEN TO REFUSAL AND ANCHORED.  NOTE--ACCESS TO DATUM POINT IS
 AC5206'THROUGH A 5-INCH NGS LOGO CAP.  THIS IS THE PRIMARY AIRPORT CONTROL
 AC5206'(PAC) STATION.  DESCRIBED BY J.E.  DUNFORD III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0805 ***********************************************************************
 QA0805  DESIGNATION -  GOAT
 QA0805  PID         -  QA0805
 QA0805  STATE/COUNTY-  ID/CUSTER
 QA0805  USGS QUAD   -  STANLEY LAKE (1972)
 QA0805
 QA0805                         *CURRENT SURVEY CONTROL
 QA0805  ___________________________________________________________________
 QA0805* NAD 83(1992)-  44 08 29.51970(N)    115 00 35.88664(W)     ADJUSTED  
 QA0805* NAVD 88     -      3278.4    (meters)   10756.     (feet)  VERTCON   
 QA0805  ___________________________________________________________________
 QA0805  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 QA0805  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 QA0805
 QA0805  HORZ ORDER  -  FIRST
 QA0805
 QA0805.The horizontal coordinates were established by classical geodetic methods
 QA0805.and adjusted by the National Geodetic Survey in July 1992..
 QA0805
 QA0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0805
 QA0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0805
 QA0805.The geoid height was determined by GEOID03.
 QA0805
 QA0805;                    North         East     Units Scale Factor Converg.
 QA0805;SPC ID C     -   275,416.681   419,191.204   MT  1.00002765   -0 42 12.3
 QA0805;SPC ID W     -   275,183.091   859,209.934   MT  0.99997644   +0 30 55.4
 QA0805;UTM  11      - 4,889,518.297   659,170.250   MT  0.99991160   +1 23 10.4
 QA0805
 QA0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0805!SPC ID C     -   0.99948826  x   1.00002765  =   0.99951590
 QA0805!SPC ID W     -   0.99948826  x   0.99997644  =   0.99946471
 QA0805!UTM  11      -   0.99948826  x   0.99991160  =   0.99939991
 QA0805
 QA0805:                Primary Azimuth Mark                     Grid Az
 QA0805:SPC ID C     -  GOAT AZ MK                               035 23 03.4
 QA0805:SPC ID W     -  GOAT AZ MK                               034 09 55.7
 QA0805:UTM  11      -  GOAT AZ MK                               033 17 40.7
 QA0805
 QA0805|---------------------------------------------------------------------|
 QA0805| PID    Reference Object                     Distance      Geod. Az  |
 QA0805|                                                           dddmmss.s |
 QA0805| CD5144 GOAT AZ MK                                         0344051.1 |
 QA0805| QA0804 GOAT MTN CAIRN                      442.627 METERS 1873210.3 |
 QA0805| CD5145 GOAT RM 1                             5.566 METERS 21113     |
 QA0805| QA0806 JACKSON PK LOOKOUT HOUSE            APPROX.33.1 KM 2574834.7 |
 QA0805| QA0809 RED MTN LOOKOUT HOUSE               APPROX.33.9 KM 2911056.3 |
 QA0805| CD5146 GOAT RM 2                            12.155 METERS 35513     |
 QA0805|---------------------------------------------------------------------|
 QA0805
 QA0805                          SUPERSEDED SURVEY CONTROL
 QA0805
 QA0805  NAD 83(1986)-  44 08 29.51795(N)    115 00 35.88046(W) AD(       ) 1
 QA0805  NAD 27      -  44 08 29.85500(N)    115 00 32.57300(W) AD(       ) 1
 QA0805  NGVD 29 (07/19/86) 3276.8    (m)        10751.     (f) VERT ANG       
 QA0805
 QA0805.Superseded values are not recommended for survey control.
 QA0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0805.See file dsdata.txt to determine how the superseded data were derived.
 QA0805
 QA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ5917089518(NAD 83)
 QA0805_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0805_SETTING: 66 = SET IN ROCK OUTCROP
 QA0805
 QA0805  HISTORY     - Date     Condition        Report By
 QA0805  HISTORY     - 1939     MONUMENTED       CGS
 QA0805  HISTORY     - 1957     SEE DESCRIPTION  CGS
 QA0805  HISTORY     - 1961     GOOD             USGS
 QA0805  HISTORY     - 1972     GOOD             USGS
 QA0805
 QA0805                          STATION DESCRIPTION
 QA0805
 QA0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS)
 QA0805'EIGHT MILES SOUTH-SOUTHWEST OF STANLEY, 7 MILES WEST OF THE
 QA0805'SALMON RIVER AND U.S. HIGHWAY 93, 5 MILES WEST OF RED FISH LAKE
 QA0805'(APPROXIMATE DISTANCES), IN THE SAWTOOTH NATIONAL FOREST,
 QA0805'ON A HIGH ROCKY PEAK KNOWN LOCALLY AND SHOWN ON THE SAWTOOTH
 QA0805'NATIONAL FOREST MAP AS THOMPSON PEAK, ABOUT 5 FEET LOWER THAN
 QA0805'AND 50 FEET SOUTH OF THE HIGHEST POINT OF THE MOUNTAIN, ABOUT
 QA0805'5 FEET WEST OF THE EAST FACE OF THE PEAK WHICH IS A SHEER
 QA0805'DROP TO GOAT LAKE BELOW, AND IS STAMPED GOAT 1938.  ELEVATION
 QA0805'BY BAROMETER IS 10,950 FEET.
 QA0805'
 QA0805'TO REACH FROM MARKLES STORE IN LOWER STANLEY, GO SOUTH AND EAST
 QA0805'ON U.S. HIGHWAY 93 FOR 5.5 MILES TO SOUTH END OF CONCRETE BRIDGE
 QA0805'AND SIGN CAMP F-412, REDFISH LAKE.  TURN RIGHT (WEST) ON
 QA0805'DIRT ROAD FOR 1.25 MILES TO FORKS, KEEP LEFT FORK (WEST)
 QA0805'MAIN-TRAVELED ROAD FOR 0.6 MILE TO FORKS AND SIGN MOUNT HEYBURN
 QA0805'STRAIGHT AHEAD ELEVATION 10,229.  (TELEPHONE LINE CROSSES ROAD
 QA0805'AT THIS POINT).  TURN SHARP RIGHT (NORTH) ON DIRT ROAD FOR 0.55
 QA0805'MILE TO FORKS, TURN LEFT (NORTHWEST AND WEST) FOR 1.1 MILES
 QA0805'TO END OF TRUCK TRAVEL.  ROAD LEADS TO VERY DIM TRUCK
 QA0805'TRACKS NEAR THE END OF TRUCK TRAVEL.  FROM HERE PACK ALONG THE
 QA0805'SOUTH SLOPE OF THE NORTH RIDGE TO A PROMINENT SADDLE
 QA0805'SEPARATING GOAT PEAK FROM THE NORTHERN RIDGE, FROM THE
 QA0805'SADDLE PACK TO THE SOUTHWEST SLOPE OF THE HIGH PEAK AND
 QA0805'THENCE NORTH TO TOP AND STATION.  PACK ANIMALS CAN BE TAKEN
 QA0805'AS FAR AS THE PROMINENT SADDLE MENTIONED ABOVE.  IT IS A
 QA0805'2-HOUR HORSE PACK AND 2-1/2-HOUR HARD BACK PACK TO STATION.
 QA0805'PACK ANIMALS CAN BE OBTAINED FROM D.M. WILLIAMS WHOSE RANCH
 QA0805'IS 13-1/2 MILES SOUTH OF STANLEY ON U.S. HIGHWAY 93.
 QA0805'
 QA0805'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 QA0805'SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2, 12A AND 12A
 QA0805'RESPECTIVELY.
 QA0805'
 QA0805'REFERENCE MARK NO. 1 IS SOUTHWEST OF AND ABOUT 5 FEET LOWER
 QA0805'THAN THE STATION, APPROXIMATELY 5 FEET EAST OF THE WEST RIM
 QA0805'OF THE PINNACLE ON WHICH STATION IS SET, AND IS STAMPED
 QA0805'GOAT NO. 1 1938.
 QA0805'
 QA0805'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, ABOUT 10 FEET
 QA0805'SOUTH OF THE HIGHEST POINT OF THE MOUNTAIN, ABOUT 5 FEET HIGHER
 QA0805'THAN THE STATION AND IS STAMPED GOAT NO. 2 1938.
 QA0805'
 QA0805'AZIMUTH MARK IS NORTHEAST OF THE STATION ON A SMALL ROCKY
 QA0805'RIDGE IN THE CENTER OF GOAT VALLEY, ABOUT 70 YARDS SOUTHWEST OF A
 QA0805'SMALL SHALLOW LAKE, ABOUT 250 YARDS NORTHWEST OF THE NEAREST
 QA0805'SHORE OF GOAT LAKE, AND ABOUT 1500 FEET LOWER THAN THE STATION.
 QA0805'IT PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS STAMPED GOAT
 QA0805'1938.  THERE IS A ROCK CAIRN SOUTH OF THE STATION, ABOUT 3 FEET
 QA0805'HIGH ABOUT 5 FEET NORTHWEST OF THE AZIMUTH MARK.
 QA0805
 QA0805                          STATION RECOVERY (1957)
 QA0805
 QA0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0805'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 QA0805'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 QA0805'
 QA0805'THE STATION IS LOCATED ON THE SOUTH ONE OF TWO JAGGED ROCKY
 QA0805'PEAKS THAT LIE ABOUT 1/2 MILE APART AND WHEN VIEWED FROM THE
 QA0805'TOWN OF STANLEY APPEARS TO BE THE LOWER OF THE TWO.  IT IS
 QA0805'SHOWN ON THE U.S. FOREST SERVICE MAP AS THOMPSON PEAK.
 QA0805'
 QA0805'TO REACH FROM THE U.S. POST OFFICE IN UPPER STANLEY, GO EAST
 QA0805'1/2 BLOCK TO A CROSS ROAD.  TURN LEFT AND GO NORTH 1 BLOCK TO A
 QA0805'HARD SURFACED ROAD.  TURN RIGHT AND GO EAST 0.3 MILE TO U.S.
 QA0805'HIGHWAY 93.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 93 FOR
 QA0805'2.8 MILES TO A SIGN ON THE RIGHT ALPINE TRAIL.  PACK WESTERLY
 QA0805'ON ALPINE TRAIL FOR ABOUT 5 MILES TO BASE OF STEEP HILL AT
 QA0805'WHICH POINT THE TRAIL SWINGS RIGHT AND DROPS INTO A CANYON.
 QA0805'LEAVE TRAIL AND PACK WESTERLY ALONG SIDE OF STEEP HILL TO BASE OF
 QA0805'THE HIGH NORTH PEAK.  BEAR SOUTHWEST UP STEEP AND ROCKY CANYON
 QA0805'BETWEEN THE TWO PEAKS FOR ABOUT 1 MILE TO A SADDLE.  GO
 QA0805'SOUTH ALONG CREST OF THIS RIDGE AND THEN ALONG THE WEST
 QA0805'SLOPE OF STATION PEAK TO CREST OF RIDGE RUNNING SOUTHWEST
 QA0805'FROM STATION PEAK.  PACK NORTHEAST UP STEEP RIDGE TO TOP OF
 QA0805'PEAK AND STATION.
 QA0805'
 QA0805'THE STATION MARK IS A STANDARD DISK STAMPED GOAT 1938, CEMENTED
 QA0805'IN A DRILL HOLE IN BEDROCK.  IT IS 5 FEET SOUTH-SOUTHWEST OF
 QA0805'THE NORTHEAST EDGE OF THE MOUNTAIN WHICH IS A SHEER DROP
 QA0805'TO GOAT LAKE BELOW.
 QA0805'
 QA0805'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GOAT
 QA0805'NO 1 1938, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE.  IT
 QA0805'IS ABOUT 3 FEET LOWER THAN THE STATION.
 QA0805'
 QA0805'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GOAT
 QA0805'NO 2 1938, CEMENTED IN A DRILL HOLE ON THE EXTREME NORTH END
 QA0805'AND HIGHEST POINT OF THE PEAK.  IT IS ABOUT 5 FEET HIGHER THAN
 QA0805'THE STATION.
 QA0805'
 QA0805'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GOAT 1938, CEMENTED
 QA0805'IN A DRILL HOLE IN A LARGE BOULDER ON A KNOLL THAT HAS SCATTERED
 QA0805'TREES ON IT.  IT IS ABOUT 250 YARDS NORTHWEST OF THE NORTHWEST
 QA0805'SHORE OF GOAT LAKE, 70 YARDS SOUTHWEST OF A SMALLER LAKE AND
 QA0805'5 FEET SOUTHEAST OF A CAIRN.
 QA0805
 QA0805                          STATION RECOVERY (1961)
 QA0805
 QA0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QA0805'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 QA0805
 QA0805                          STATION RECOVERY (1972)
 QA0805
 QA0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0805'ALL MARKS IN GOOD CONDITION.  REFERENCE
 QA0805'MARK NO. 2 DOES NOT AGREE WITH NGS IN AZIMUTH.
 QA0805'
 QA0805'REACHED BY HELICOPTER.  CAN LAND IN SADDLE S. OF TOP.  ABOUT A 1/2
 QA0805'HOUR PACK.
 QA0805'
 QA0805'STATION MARK--A STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1011 ***********************************************************************
 SU1011  DESIGNATION -  GOAT
 SU1011  PID         -  SU1011
 SU1011  STATE/COUNTY-  ID/SHOSHONE
 SU1011  USGS QUAD   -  MONTANA PEAK (1995)
 SU1011
 SU1011                         *CURRENT SURVEY CONTROL
 SU1011  ___________________________________________________________________
 SU1011* NAD 83(1992)-  47 02 42.97416(N)    115 37 58.30343(W)     ADJUSTED  
 SU1011* NAVD 88     -      2061.7    (meters)    6764.     (feet)  VERTCON   
 SU1011  ___________________________________________________________________
 SU1011  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 SU1011  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 SU1011
 SU1011  HORZ ORDER  -  THIRD
 SU1011
 SU1011.The horizontal coordinates were established by classical geodetic methods
 SU1011.and adjusted by the National Geodetic Survey in July 1992..
 SU1011
 SU1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1011
 SU1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1011
 SU1011.The geoid height was determined by GEOID03.
 SU1011
 SU1011;                    North         East     Units Scale Factor Converg.
 SU1011;SPC ID W     -   597,633.084   808,900.921   MT  0.99993431   +0 05 08.6
 SU1011;UTM  11      - 5,211,101.766   603,848.936   MT  0.99973255   +1 00 02.5
 SU1011
 SU1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1011!SPC ID W     -   0.99967942  x   0.99993431  =   0.99961375
 SU1011!UTM  11      -   0.99967942  x   0.99973255  =   0.99941205
 SU1011
 SU1011|---------------------------------------------------------------------|
 SU1011| PID    Reference Object                     Distance      Geod. Az  |
 SU1011|                                                           dddmmss.s |
 SU1011| CH7410 GOAT RM 2                             4.400 METERS 01612     |
 SU1011| CH7404 SNOW PEAK LOT                         6.660 METERS 01939     |
 SU1011| CH7409 GOAT RM 1                             3.440 METERS 26756     |
 SU1011| SU1012 6866 VA                             APPROX.12.9 KM 3595921.9 |
 SU1011|---------------------------------------------------------------------|
 SU1011
 SU1011                          SUPERSEDED SURVEY CONTROL
 SU1011
 SU1011  NAD 83(1986)-  47 02 42.97617(N)    115 37 58.30132(W) AD(       ) 3
 SU1011  NAD 27      -  47 02 43.31858(N)    115 37 54.79333(W) AD(       ) 3
 SU1011  NGVD 29 (07/19/86) 2060.5    (m)         6760.     (f) VERT ANG       
 SU1011
 SU1011.Superseded values are not recommended for survey control.
 SU1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1011.See file dsdata.txt to determine how the superseded data were derived.
 SU1011
 SU1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN0384911102(NAD 83)
 SU1011_MARKER: DB = BENCH MARK DISK
 SU1011_SETTING: 80 = SET IN A BOULDER
 SU1011_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SU1011
 SU1011  HISTORY     - Date     Condition        Report By
 SU1011  HISTORY     - 1919     MONUMENTED       USGS
 SU1011  HISTORY     - 1934     GOOD             USGS
 SU1011  HISTORY     - 1969     GOOD             USGS
 SU1011
 SU1011                          STATION DESCRIPTION
 SU1011
 SU1011'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 SU1011'NOT OCCUPIED.
 SU1011'
 SU1011'LOCATED ABOUT 14 MI S. AND 8 MI E. OF AVERY.  IN NORTHWEST 1/4
 SU1011'SECTION 30, T43N, R7E, ON HIGHEST POINT OF SHARP SUMMIT BETWEEN
 SU1011'SPOTTED LOUIS CREEK AND EAST FORK LITTLE NORTH FORK CLEARWATER
 SU1011'RIVER.
 SU1011
 SU1011                          STATION RECOVERY (1934)
 SU1011
 SU1011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 SU1011'RECOVERED AS DESCRIBED.
 SU1011'
 SU1011'TO REACH FROM AVERY, TAKE NEW RD. TO ELK PRAIRIE RANGER STATION
 SU1011'26.5 MI TO BATHTUB RANGER STATION.  THENCE BY TRAIL 4.5 MI SW. TO
 SU1011'STATION.
 SU1011'
 SU1011'STATION MARK--EXISTING STANDARD ALUMINUM TABLET
 SU1011'STAMPED---VA 6762 1911---, IN ROCK SE. OF LOT.
 SU1011'
 SU1011'RM 1--STANDARD RM TABLET STAMPED---GOAT 1934 NO 1---, CEMENTED IN
 SU1011'SOLID ROCK.
 SU1011'
 SU1011'RM 2--STANDARD RM TABLET STAMPED---GOAT 1934 NO 2---, CEMENTED IN
 SU1011'SOLID ROCK.
 SU1011
 SU1011                          STATION RECOVERY (1969)
 SU1011
 SU1011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SU1011'RECOVERED AS DESCRIBED.  STATION REACHED BY HELICOPTER.
 SU1011'USFS HAS CHANGED THE NAME OF THIS MOUNTAIN TO SNOW PEAK AND LOT
 SU1011'TO SNOW PEAK LOT.  THIS IS NOT THE SAME LOT DESCRIBED IN 1934.
 SU1011'
 SU1011'SNOW PEAK LOT--NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0904 ***********************************************************************
 TO0904  DESIGNATION -  GOAT MOUNTAIN
 TO0904  PID         -  TO0904
 TO0904  STATE/COUNTY-  ID/BOUNDARY
 TO0904  USGS QUAD   -  LINE POINT (1996)
 TO0904
 TO0904                         *CURRENT SURVEY CONTROL
 TO0904  ___________________________________________________________________
 TO0904* NAD 83(1992)-  48 46 40.06937(N)    116 03 34.15840(W)     ADJUSTED  
 TO0904* NAVD 88     -      2025.5    (meters)    6645.     (feet)  VERTCON   
 TO0904  ___________________________________________________________________
 TO0904  LAPLACE CORR-          19.38  (seconds)                    DEFLEC99
 TO0904  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 TO0904
 TO0904  HORZ ORDER  -  THIRD
 TO0904
 TO0904.The horizontal coordinates were established by classical geodetic methods
 TO0904.and adjusted by the National Geodetic Survey in July 1992..
 TO0904
 TO0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0904
 TO0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0904
 TO0904.The geoid height was determined by GEOID03.
 TO0904
 TO0904;                    North         East     Units Scale Factor Converg.
 TO0904;SPC ID W     -   790,296.966   777,255.140   MT  0.99993969   -0 13 58.0
 TO0904;UTM  11      - 5,403,181.587   569,096.476   MT  0.99965865   +0 42 26.8
 TO0904
 TO0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0904!SPC ID W     -   0.99968513  x   0.99993969  =   0.99962484
 TO0904!UTM  11      -   0.99968513  x   0.99965865  =   0.99934389
 TO0904
 TO0904:                Primary Azimuth Mark                     Grid Az
 TO0904:SPC ID W     -  DEER RIDGE                               337 08 39.3
 TO0904:UTM  11      -  DEER RIDGE                               336 12 14.5
 TO0904
 TO0904|---------------------------------------------------------------------|
 TO0904| PID    Reference Object                     Distance      Geod. Az  |
 TO0904|                                                           dddmmss.s |
 TO0904| TO0905 DEER RIDGE                          APPROX. 8.2 KM 3365441.3 |
 TO0904|---------------------------------------------------------------------|
 TO0904
 TO0904                          SUPERSEDED SURVEY CONTROL
 TO0904
 TO0904  NAD 83(1986)-  48 46 40.08284(N)    116 03 34.15269(W) AD(       ) 3
 TO0904  NAD 27      -  48 46 40.26309(N)    116 03 30.47888(W) AD(       ) 3
 TO0904  NGVD 29 (07/19/86) 2024.2    (m)         6641.     (f) VERT ANG       
 TO0904
 TO0904.Superseded values are not recommended for survey control.
 TO0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0904.See file dsdata.txt to determine how the superseded data were derived.
 TO0904
 TO0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ6909603182(NAD 83)
 TO0904_MARKER: DD = SURVEY DISK
 TO0904_SETTING: 80 = SET IN A BOULDER
 TO0904_SP_SET: PARTIALLY EXPOSED BOULDER
 TO0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0904+STABILITY: SURFACE MOTION
 TO0904
 TO0904  HISTORY     - Date     Condition        Report By
 TO0904  HISTORY     - 1964     MONUMENTED       USGS
 TO0904
 TO0904                          STATION DESCRIPTION
 TO0904
 TO0904'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TO0904'LOCATED ABOUT 13 MI. (AIRLINE) NE. OF BONNERS FERRY, 11 MI. N. OF
 TO0904'LEONIA, 9 MI. SE. OF SNYDER GUARD STATION, 0.5 MI. W. OF THE
 TO0904'IDAHO-MONTANA STATE LINE IN THE S. CENTRAL 1/2 OF SECTION 27, T 63 N,
 TO0904'R 3 E, ON THE SUMMIT OF GOAT MOUNTAIN.
 TO0904'
 TO0904'REACHED BY HELICOPTER.  THE STATION IS BEST REACHED ON FOOT FROM THE
 TO0904'END OF THE RD. IN SKIN CREEK.
 TO0904'
 TO0904'STATION MARK--STANDARD TABLET STAMPED---GOAT MTN 1964---, SET IN A
 TO0904'NATURALLY BURIED BOULDER ABOUT 3 FT. LOWER AND S. OF TOP.
 TO0904'
 TO0904'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 TO0904'1964---, SET IN A SLOPING ROCK OUTCROP, 26.35 FT. FROM STATION MARK,
 TO0904'S 11 DEG 55 MIN W.
 TO0904'
 TO0904'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 TO0904'1964---, SET IN A ROCK OUTCROP, 13.84 FT. FROM STATION MARK,
 TO0904'N 77 DEG 56 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0737 ***********************************************************************
 PZ0737  DESIGNATION -  GOAT MOUNTAIN
 PZ0737  PID         -  PZ0737
 PZ0737  STATE/COUNTY-  ID/LEMHI
 PZ0737  USGS QUAD   -  GOAT MOUNTAIN (1988)
 PZ0737
 PZ0737                         *CURRENT SURVEY CONTROL
 PZ0737  ___________________________________________________________________
 PZ0737* NAD 83(1992)-  44 49 24.10560(N)    113 26 19.76813(W)     ADJUSTED  
 PZ0737* NAVD 88     -      3032.2    (meters)    9948.     (feet)  VERTCON   
 PZ0737  ___________________________________________________________________
 PZ0737  LAPLACE CORR-           9.92  (seconds)                    DEFLEC99
 PZ0737  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 PZ0737
 PZ0737  HORZ ORDER  -  SECOND
 PZ0737
 PZ0737.The horizontal coordinates were established by classical geodetic methods
 PZ0737.and adjusted by the National Geodetic Survey in July 1992..
 PZ0737
 PZ0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0737
 PZ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0737
 PZ0737.The geoid height was determined by GEOID03.
 PZ0737
 PZ0737;                    North         East     Units Scale Factor Converg.
 PZ0737;SPC ID C     -   350,835.883   544,380.322   MT  0.99997158   +0 23 44.1
 PZ0737;UTM  12      - 4,966,222.043   307,193.209   MT  1.00005715   -1 43 11.0
 PZ0737
 PZ0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0737!SPC ID C     -   0.99952664  x   0.99997158  =   0.99949823
 PZ0737!UTM  12      -   0.99952664  x   1.00005715  =   0.99958376
 PZ0737
 PZ0737:                Primary Azimuth Mark                     Grid Az
 PZ0737:SPC ID C     -  SHEEPHORN PEAK                           175 12 13.2
 PZ0737:UTM  12      -  SHEEPHORN PEAK                           177 19 08.3
 PZ0737
 PZ0737|---------------------------------------------------------------------|
 PZ0737| PID    Reference Object                     Distance      Geod. Az  |
 PZ0737|                                                           dddmmss.s |
 PZ0737| PZ0732 SHEEPHORN PEAK                      APPROX.34.9 KM 1753557.3 |
 PZ0737| CN3616 GOAT MOUNTAIN RM 1                    4.948 METERS 22027     |
 PZ0737| PZ0789 MILL MOUNTAIN                       APPROX.23.3 KM 2281531.0 |
 PZ0737| CN3615 GOAT MOUNTAIN AZ MK                                2495752.2 |
 PZ0737| PZ0795 LEM PEAK                            APPROX.34.2 KM 2621003.4 |
 PZ0737| PZ0793 POISON PEAK                         APPROX.35.0 KM 2824023.8 |
 PZ0737| CN3617 GOAT MOUNTAIN RM 2                    6.738 METERS 32137     |
 PZ0737|---------------------------------------------------------------------|
 PZ0737
 PZ0737                          SUPERSEDED SURVEY CONTROL
 PZ0737
 PZ0737  NAD 83(1986)-  44 49 24.10290(N)    113 26 19.76528(W) AD(       ) 2
 PZ0737  NAD 27      -  44 49 24.37000(N)    113 26 16.60900(W) AD(       ) 2
 PZ0737  NGVD 29 (07/19/86) 3030.7    (m)         9943.     (f) VERT ANG       
 PZ0737
 PZ0737.Superseded values are not recommended for survey control.
 PZ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0737.See file dsdata.txt to determine how the superseded data were derived.
 PZ0737
 PZ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ0719366222(NAD 83)
 PZ0737_MARKER: DS = TRIANGULATION STATION DISK
 PZ0737_SETTING: 80 = SET IN A BOULDER
 PZ0737_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PZ0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0737
 PZ0737  HISTORY     - Date     Condition        Report By
 PZ0737  HISTORY     - 1950     MONUMENTED       CGS
 PZ0737  HISTORY     - 1956     GOOD             USGS
 PZ0737  HISTORY     - 1965     GOOD             USGS
 PZ0737
 PZ0737                          STATION DESCRIPTION
 PZ0737
 PZ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0737'THE STATION IS LOCATED ON THE WEST END OF A ROCKY RIDGE WHICH
 PZ0737'IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS ABOUT
 PZ0737'11 MILES AIRLINE EAST-SOUTHEAST OF LEMHI, ABOUT 10 MILES
 PZ0737'AIRLINE NORTH-NORTHWEST OF LEADORE, AND ABOUT 5-1/2 MILES
 PZ0737'AIRLINE NORTHEAST OF STATE HIGHWAY 28.
 PZ0737'
 PZ0737'THE STATION IS A STANDARD DISK STAMPED GOAT MTN 1950 SET IN A
 PZ0737'DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURROUNDING
 PZ0737'SURFACE.  IT IS 7.0 FEET SOUTH OF A CAIRN.
 PZ0737'
 PZ0737'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GOAT
 PZ0737'MTN NO 1 1950 WELDED TO THE TOP OF A 1-1/2-INCH GALVANIZED
 PZ0737'IRON PIPE WHICH PROJECTS ABOUT 12 INCHES HIGHER THAN THE
 PZ0737'GROUND AND IS 8 INCHES LOWER THAN THE STATION.
 PZ0737'
 PZ0737'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GOAT
 PZ0737'MTN NO 2 1950 WELDED TO THE TOP OF A 1-1/2-INCH GALVANIZED
 PZ0737'IRON PIPE WHICH PROJECTS ABOUT 14 INCHES HIGHER THAN THE GROUND
 PZ0737'AND IS 3 FEET LOWER THAN THE STATION.
 PZ0737'
 PZ0737'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GOAT MTN 1950
 PZ0737'WELDED TO THE TOP OF A 1-1/2-INCH GALVANIZED IRON PIPE WHICH
 PZ0737'PROJECTS ABOUT 12 INCHES HIGHER THAN THE GROUND.
 PZ0737'
 PZ0737'TO REACH THE STATION FROM THE POST OFFICE IN LEADORE, GO EAST
 PZ0737'ON THE GRAVELED ROAD FOR 0.1 MILE TO STATE HIGHWAY 28.  TURN
 PZ0737'LEFT, NORTH, AND FOLLOW STATE HIGHWAY 28 TOWARD SALMON FOR
 PZ0737'10.5 MILES TO A SIDE ROAD ON THE RIGHT.  TURN SHARP RIGHT, NORTH,
 PZ0737'AND FOLLOW THE TRACK ROAD ALONG A FENCE LINE FOR 0.5 MILE TO A
 PZ0737'POINT WHERE THE ROAD LEADS AWAY FROM THE FENCE LINE JUST AFTER
 PZ0737'PASSING A FENCE CORNER.  CONTINUE ON THE TRACK ROAD FOR 0.3
 PZ0737'MILE TO A REVERSE FORK.  CONTINUE STRAIGHT AHEAD,
 PZ0737'NORTHWESTERLY, ON THE MAIN TRAVELED ROAD FOR 2.1 MILES TO A
 PZ0737'SMALL GRASSY AREA AND A SMALL POLE CORRAL.  TURN LEFT,
 PZ0737'WEST, UPHILL, ACROSS COUNTRY FOR 300 YARDS.  TURN
 PZ0737'RIGHT, NORTHERLY, AND FOLLOW THE RIDGE UPHILL FOR 1.4
 PZ0737'MILES TO THE HIGHEST POINT JUST BEFORE DROPPING INTO A LARGE
 PZ0737'SADDLE WHICH ADJOINS A HEAVILY TIMBERED RIDGE.  CONTINUE
 PZ0737'NORTH ACROSS THE SADDLE TO A TIMBERED RIDGE WHICH IS ABOUT 0.2
 PZ0737'MILE.  THIS IS THE RIDGE THAT YOU WILL FOLLOW THE REST OF
 PZ0737'THE WAY TO THE STATION.  TURN RIGHT, EAST, AND FOLLOW THE
 PZ0737'TOP OF THE TIMBERED RIDGE FOR 0.7 MILE TO THE AZIMUTH
 PZ0737'MARK.  THIS IS THE END OF TRUCK TRAVEL.  A JEEP WAS
 PZ0737'DRIVEN TO THIS POINT.  PACK EAST AND NORTHEAST ALONG THE TOP
 PZ0737'OF THE RIDGE TO THE HIGHEST ROCKY POINT TO A CAIRN AND
 PZ0737'THE STATION.  PACKING TIME IS ABOUT 2-1/2 HOURS.
 PZ0737'
 PZ0737'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 PZ0737
 PZ0737                          STATION RECOVERY (1956)
 PZ0737
 PZ0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0737'RECOVERED AS DESCRIBED.
 PZ0737'ALL MARKS IN GOOD CONDITION.
 PZ0737'
 PZ0737'STATION MARK--A STANDARD DISK STAMPED---GOAT MTN 1950---, SET IN A
 PZ0737'DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURROUNDING SURFACE.
 PZ0737
 PZ0737                          STATION RECOVERY (1965)
 PZ0737
 PZ0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PZ0737'RECOVERED BY USGS IN 1956 AND 1965.
 PZ0737'
 PZ0737'STATION MARK--STANDARD USC AND GS DISK, STAMPED---GOAT MTN. 1950---,
 PZ0737'SET IN ROCK FLUSH WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0903 ***********************************************************************
 TO0903  DESIGNATION -  GOAT MOUNTAIN LOOKOUT
 TO0903  PID         -  TO0903
 TO0903  STATE/COUNTY-  ID/BOUNDARY
 TO0903  USGS QUAD   -  LINE POINT (1996)
 TO0903
 TO0903                         *CURRENT SURVEY CONTROL
 TO0903  ___________________________________________________________________
 TO0903* NAD 83(1992)-  48 46 40.47527(N)    116 03 34.25268(W)     ADJUSTED  
 TO0903* NAVD 88     -                                                        
 TO0903  ___________________________________________________________________
 TO0903  LAPLACE CORR-          19.38  (seconds)                    DEFLEC99
 TO0903  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 TO0903
 TO0903  HORZ ORDER  -  THIRD
 TO0903
 TO0903.The horizontal coordinates were established by classical geodetic methods
 TO0903.and adjusted by the National Geodetic Survey in July 1992..
 TO0903
 TO0903
 TO0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0903
 TO0903.The geoid height was determined by GEOID03.
 TO0903
 TO0903;                    North         East     Units Scale Factor Converg.
 TO0903;SPC ID W     -   790,309.512   777,253.266   MT  0.99993969   -0 13 58.1
 TO0903;SPC MT       -   523,343.802   118,523.572   MT  0.99987108   -4 47 53.9
 TO0903;SPC MT       - 1,717,007.22    388,856.86   iFT  0.99987108   -4 47 53.9
 TO0903;UTM  11      - 5,403,194.096   569,094.397   MT  0.99965865   +0 42 26.7
 TO0903
 TO0903                          SUPERSEDED SURVEY CONTROL
 TO0903
 TO0903  NAD 83(1986)-  48 46 40.48838(N)    116 03 34.25042(W) AD(       ) 4
 TO0903  NAD 27      -  48 46 40.66916(N)    116 03 30.57072(W) AD(       ) 3
 TO0903
 TO0903.Superseded values are not recommended for survey control.
 TO0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0903.See file dsdata.txt to determine how the superseded data were derived.
 TO0903
 TO0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ6909403194(NAD 83)
 TO0903
 TO0903  HISTORY     - Date     Condition        Report By
 TO0903  HISTORY     - UNK      MONUMENTED
 TO0903  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO0903
 TO0903                          STATION DESCRIPTION
 TO0903
 TO0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO0903'THIS STATION HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0804 ***********************************************************************
 QA0804  DESIGNATION -  GOAT MTN CAIRN
 QA0804  PID         -  QA0804
 QA0804  STATE/COUNTY-  ID/CUSTER
 QA0804  USGS QUAD   -  STANLEY LAKE (1972)
 QA0804
 QA0804                         *CURRENT SURVEY CONTROL
 QA0804  ___________________________________________________________________
 QA0804* NAD 83(1992)-  44 08 15.30295(N)    115 00 38.49829(W)     ADJUSTED  
 QA0804* NAVD 88     -                                                        
 QA0804  ___________________________________________________________________
 QA0804  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 QA0804  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 QA0804
 QA0804  HORZ ORDER  -  THIRD
 QA0804
 QA0804.The horizontal coordinates were established by classical geodetic methods
 QA0804.and adjusted by the National Geodetic Survey in July 1992..
 QA0804
 QA0804
 QA0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0804
 QA0804.The geoid height was determined by GEOID03.
 QA0804
 QA0804;                    North         East     Units Scale Factor Converg.
 QA0804;SPC ID C     -   274,978.611   419,127.769   MT  1.00002778   -0 42 13.9
 QA0804;SPC ID W     -   274,743.793   859,155.833   MT  0.99997636   +0 30 53.5
 QA0804;UTM  11      - 4,889,078.257   659,122.834   MT  0.99991141   +1 23 08.2
 QA0804
 QA0804                          SUPERSEDED SURVEY CONTROL
 QA0804
 QA0804  NAD 83(1986)-  44 08 15.30347(N)    115 00 38.49172(W) AD(       ) 4
 QA0804  NAD 27      -  44 08 15.64200(N)    115 00 35.18400(W) AD(       ) 3
 QA0804
 QA0804.Superseded values are not recommended for survey control.
 QA0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0804.See file dsdata.txt to determine how the superseded data were derived.
 QA0804
 QA0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ5912389078(NAD 83)
 QA0804
 QA0804  HISTORY     - Date     Condition        Report By
 QA0804  HISTORY     - 1957     MONUMENTED       CGS
 QA0804
 QA0804                          STATION DESCRIPTION
 QA0804
 QA0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0804'THE STATION IS LOCATED ABOUT 7 MILES SOUTH SOUTHWEST OF STANLEY
 QA0804'AND ABOUT 1/4 MILE SOUTH OF THOMPSON PEAK.
 QA0804'
 QA0804'THE CAIRN IS ABOUT 3 FEET IN DIAMETER AND ABOUT 4 FEET HIGH.
 QA0804'THE CENTER OF THE TOP OF CAIRN WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0874 ***********************************************************************
 RY0874  DESIGNATION -  GOAT PK
 RY0874  PID         -  RY0874
 RY0874  STATE/COUNTY-  ID/IDAHO
 RY0874  USGS QUAD   -  CEDAR RIDGE (1994)
 RY0874
 RY0874                         *CURRENT SURVEY CONTROL
 RY0874  ___________________________________________________________________
 RY0874* NAD 83(1992)-  46 15 15.85612(N)    114 38 27.58954(W)     ADJUSTED  
 RY0874* NAVD 88     -      2212.4    (meters)    7259.     (feet)  VERTCON   
 RY0874  ___________________________________________________________________
 RY0874  LAPLACE CORR-          12.78  (seconds)                    DEFLEC99
 RY0874  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 RY0874
 RY0874  HORZ ORDER  -  THIRD
 RY0874
 RY0874.The horizontal coordinates were established by classical geodetic methods
 RY0874.and adjusted by the National Geodetic Survey in July 1992..
 RY0874
 RY0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0874
 RY0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0874
 RY0874.The geoid height was determined by GEOID03.
 RY0874
 RY0874;                    North         East     Units Scale Factor Converg.
 RY0874;SPC ID W     -   510,314.291   885,506.529   MT  1.00002318   +0 48 04.4
 RY0874;UTM  11      - 5,125,018.979   681,821.905   MT  1.00000640   +1 42 16.7
 RY0874
 RY0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0874!SPC ID W     -   0.99965556  x   1.00002318  =   0.99967873
 RY0874!UTM  11      -   0.99965556  x   1.00000640  =   0.99966196
 RY0874
 RY0874:                Primary Azimuth Mark                     Grid Az
 RY0874:SPC ID W     -  DIABLO MTN                               020 10 52.2
 RY0874:UTM  11      -  DIABLO MTN                               019 16 39.9
 RY0874
 RY0874|---------------------------------------------------------------------|
 RY0874| PID    Reference Object                     Distance      Geod. Az  |
 RY0874|                                                           dddmmss.s |
 RY0874| RY0873 DIABLO MTN                          APPROX. 5.0 KM 0205856.6 |
 RY0874|---------------------------------------------------------------------|
 RY0874
 RY0874                          SUPERSEDED SURVEY CONTROL
 RY0874
 RY0874  NAD 83(1986)-  46 15 15.86399(N)    114 38 27.58207(W) AD(       ) 3
 RY0874  NAD 27      -  46 15 16.14838(N)    114 38 24.21868(W) AD(       ) 3
 RY0874  NGVD 29 (07/19/86) 2211.0    (m)         7254.     (f) VERT ANG       
 RY0874
 RY0874.Superseded values are not recommended for survey control.
 RY0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0874.See file dsdata.txt to determine how the superseded data were derived.
 RY0874
 RY0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM8182225019(NAD 83)
 RY0874_MARKER: DD = SURVEY DISK
 RY0874_SETTING: 66 = SET IN ROCK OUTCROP
 RY0874_SP_SET: SET IN ROCK OUTCROP
 RY0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0874+STABILITY: POSITION/ELEVATION WELL
 RY0874
 RY0874  HISTORY     - Date     Condition        Report By
 RY0874  HISTORY     - 1965     MONUMENTED       USGS
 RY0874
 RY0874                          STATION DESCRIPTION
 RY0874
 RY0874'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RY0874'LOCATED ABOUT 15 MI. NE. OF MOOSE CREEK GUARD STATION, 4.5 MI. S.
 RY0874'OF THE ELK SUMMIT GUARD STATION, ON THE HIGHEST POINT OF THE
 RY0874'MOST WESTERLY OF THE GOAT HEAVEN PEAKS.
 RY0874'
 RY0874'STATION REACHED BY HELICOPTER.
 RY0874'
 RY0874'STATION MARK--A STANDARD TABLET STAMPED---GOAT PK 1965--- SET IN
 RY0874'ROCK.
 RY0874'
 RY0874'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED---RM NO. 1 1965---,
 RY0874'SET IN ROCK, 8.17 FT. FROM STATION MARK, N 09 DEG 05 MIN W.
 RY0874'
 RY0874'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED---RM NO. 2 1965---,
 RY0874'SET IN ROCK, 6.20 FT. FROM STATION MARK, S 85 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0982 ***********************************************************************
 RY0982  DESIGNATION -  GOAT RIDGE
 RY0982  PID         -  RY0982
 RY0982  STATE/COUNTY-  ID/CLEARWATER
 RY0982  USGS QUAD   -  BUZZARD ROOST (1994)
 RY0982
 RY0982                         *CURRENT SURVEY CONTROL
 RY0982  ___________________________________________________________________
 RY0982* NAD 83(1992)-  46 55 15.72257(N)    115 38 17.39401(W)     ADJUSTED  
 RY0982* NAVD 88     -      1944.3    (meters)    6379.     (feet)  VERTCON   
 RY0982  ___________________________________________________________________
 RY0982  LAPLACE CORR-           9.33  (seconds)                    DEFLEC99
 RY0982  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 RY0982
 RY0982  HORZ ORDER  -  SECOND
 RY0982
 RY0982.The horizontal coordinates were established by classical geodetic methods
 RY0982.and adjusted by the National Geodetic Survey in July 1992..
 RY0982
 RY0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0982
 RY0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0982
 RY0982.The geoid height was determined by GEOID03.
 RY0982
 RY0982;                    North         East     Units Scale Factor Converg.
 RY0982;SPC ID W     -   583,821.976   808,517.678   MT  0.99993422   +0 04 54.1
 RY0982;UTM  11      - 5,197,289.091   603,686.091   MT  0.99973213   +0 59 41.2
 RY0982
 RY0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0982!SPC ID W     -   0.99969783  x   0.99993422  =   0.99963207
 RY0982!UTM  11      -   0.99969783  x   0.99973213  =   0.99943004
 RY0982
 RY0982|---------------------------------------------------------------------|
 RY0982| PID    Reference Object                     Distance      Geod. Az  |
 RY0982|                                                           dddmmss.s |
 RY0982| RY0981 GOAT RIDGE LOOKOUT HOUSE              3.683 METERS 08400     |
 RY0982| RY0973 BLACK MTN LOOKOUT HOUSE             APPROX. 8.1 KM 1252038.7 |
 RY0982| RY0983 JD 61                                 6.780 METERS 14841     |
 RY0982| CH7407 GOAT RIDGE SUB PT A                                23425     |
 RY0982| CH7405 GOAT RIDGE RM 1                      15.099 METERS 23607     |
 RY0982| CH7408 GOAT RIDGE SUB PT B                                24401     |
 RY0982|---------------------------------------------------------------------|
 RY0982
 RY0982                          SUPERSEDED SURVEY CONTROL
 RY0982
 RY0982  NAD 83(1986)-  46 55 15.72598(N)    115 38 17.39299(W) AD(       ) 2
 RY0982  NAD 27      -  46 55 16.06200(N)    115 38 13.84150(W) AD(       ) 2
 RY0982  NGVD 29 (07/19/86) 1943.0    (m)         6375.     (f) VERT ANG       
 RY0982
 RY0982.Superseded values are not recommended for survey control.
 RY0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0982.See file dsdata.txt to determine how the superseded data were derived.
 RY0982
 RY0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM0368697289(NAD 83)
 RY0982_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RY0982_SETTING: 66 = SET IN ROCK OUTCROP
 RY0982
 RY0982  HISTORY     - Date     Condition        Report By
 RY0982  HISTORY     - 1959     MONUMENTED       CGS
 RY0982
 RY0982                          STATION DESCRIPTION
 RY0982
 RY0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0982'STATION IS LOCATED ABOUT 6 MILES NORTH AND 2-1/2 MILES WEST
 RY0982'OF THE CANYON RANGER STATION, 2-1/2 MILES NORTH OF THE NORTH
 RY0982'FORK OF THE CLEARWATER RIVER, 1 MILE SOUTH OF THE CLEARWATER
 RY0982'- SHOSHONE COUNTY LINE, AT THE HEADWATERS OF GOAT CREEK, SOUTH OF
 RY0982'CENTER AND ON THE LINE BETWEEN SECTION 1, T 41 N, R 6 E AND
 RY0982'SECTION 6, T 41 N, R 7 E, ON A PROMINENT PART OF GOAT RIDGE, ON
 RY0982'THE NORTHWEST EDGE OF THE EAST ONE OF TWO MASSIVE ROCK
 RY0982'OUTCROPPINGS PROJECTING ABOUT 15 FEET AND ON THE WEST SIDE OF
 RY0982'A U.S. FOREST SERVICE LOOKOUT HOUSE.  WATER IS NOT AVAILABLE
 RY0982'AT THE STATION.
 RY0982'
 RY0982'STATION WAS REACHED BY HELICOPTER AND THERE ARE NO ROADS CLOSE
 RY0982'TO THIS POINT.  A PACK TRAIL LEADS TO THIS POINT UP GOAT RIDGE
 RY0982'FROM THE NORTH FORK OF THE CLEARWATER RIVER ABOUT 4 MILES
 RY0982'WEST-NORTHWEST OF THE CANYON RANGER STATION.
 RY0982'
 RY0982'STATION MARK IS A STANDARD DISK, STAMPED GOAT RIDGE 1959,
 RY0982'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 14 FEET SOUTH
 RY0982'OF THE EDGE OF A SHEER CLIFF AND 5 FEET SOUTHWEST OF THE
 RY0982'NORTHWEST CORNER OF THE LOOKOUT HOUSE.
 RY0982'
 RY0982'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOAT RIDGE NO 1
 RY0982'1959, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS MIDWAY BETWEEN
 RY0982'THE TWO MASSIVE ROCK OUTCROPS, 56 FEET SOUTHWEST OF THE LOOKOUT
 RY0982'HOUSE CORNER AND ABOUT 12 FEET LOWER THAN THE STATION.
 RY0982'
 RY0982'JD 61 (USGS) (R.M. 2) IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 RY0982'DISK, STAMPED JD 61 1934, CEMENTED IN A DRILL HOLE IN BEDROCK.
 RY0982'IT IS AT THE SOUTHWEST EDGE OF THE EAST ROCK OUTCROP, 25 FEET
 RY0982'SOUTH OF THE LOOKOUT HOUSE CORNER AND ABOUT 3 FEET LOWER THAN
 RY0982'THE STATION.
 RY0982'
 RY0982'NO AZIMUTH MARK WAS ESTABLISHED.
 RY0982'
 RY0982'A TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER OF THE
 RY0982'LOOKOUT HOUSE.
 RY0982'
 RY0982'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 16.292 METERS
 RY0982'OR 53.45 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0981 ***********************************************************************
 RY0981  DESIGNATION -  GOAT RIDGE LOOKOUT HOUSE
 RY0981  PID         -  RY0981
 RY0981  STATE/COUNTY-  ID/CLEARWATER
 RY0981  USGS QUAD   -  BUZZARD ROOST (1994)
 RY0981
 RY0981                         *CURRENT SURVEY CONTROL
 RY0981  ___________________________________________________________________
 RY0981* NAD 83(1992)-  46 55 15.73503(N)    115 38 17.22088(W)     ADJUSTED  
 RY0981* NAVD 88     -                                                        
 RY0981  ___________________________________________________________________
 RY0981  LAPLACE CORR-           9.32  (seconds)                    DEFLEC99
 RY0981  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 RY0981
 RY0981  HORZ ORDER  -  THIRD
 RY0981
 RY0981.The horizontal coordinates were established by classical geodetic methods
 RY0981.and adjusted by the National Geodetic Survey in July 1992..
 RY0981
 RY0981
 RY0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0981
 RY0981.The geoid height was determined by GEOID03.
 RY0981
 RY0981;                    North         East     Units Scale Factor Converg.
 RY0981;SPC ID W     -   583,822.366   808,521.340   MT  0.99993423   +0 04 54.2
 RY0981;UTM  11      - 5,197,289.540   603,689.746   MT  0.99973214   +0 59 41.4
 RY0981
 RY0981                          SUPERSEDED SURVEY CONTROL
 RY0981
 RY0981  NAD 83(1986)-  46 55 15.73928(N)    115 38 17.22064(W) AD(       ) 4
 RY0981  NAD 27      -  46 55 16.07400(N)    115 38 13.66900(W) AD(       ) 3
 RY0981
 RY0981.Superseded values are not recommended for survey control.
 RY0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0981.See file dsdata.txt to determine how the superseded data were derived.
 RY0981
 RY0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM0369097290(NAD 83)
 RY0981
 RY0981  HISTORY     - Date     Condition        Report By
 RY0981  HISTORY     - 1959     MONUMENTED       CGS
 RY0981
 RY0981                          STATION DESCRIPTION
 RY0981
 RY0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0981'LOCATED ABOUT 6 MILES NORTH AND 2-1/2 MILES WEST OF THE CANYON
 RY0981'RANGER STATION, 2-1/2 MILES NORTH OF THE NORTH FORK OF THE
 RY0981'CLEARWATER RIVER, 1 MILE SOUTH OF THE CLEARWATER - SHOSHONE
 RY0981'COUNTY LINE, AT THE HEADWATERS OF GOAT CREEK, SOUTH OF CENTER
 RY0981'AND ON THE LINE BETWEEN SECTION 1, T 41 N, R 6 E AND SECTION
 RY0981'6, T 41 N, R 7 E, ON A PROMINENT PART OF GOAT RIDGE, ON THE EAST
 RY0981'ONE OF TWO MASSIVE ROCK OUTCROPPINGS PROJECTING ABOUT 15 FEET.
 RY0981'IT IS A SQUARE WOODEN CABIN WITH AN OBSERVATION PLATFORM ON
 RY0981'THE SECOND FLOOR HAVING AN OVERALL HEIGHT OF 17 FEET AND
 RY0981'MAINTAINED BY THE STATE FOREST SERVICE.
 RY0981'
 RY0981'A TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER OF
 RY0981'THE LOOKOUT HOUSE, THE DISTANCE BEING 3.667 METERS OR 12.03 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0839 ***********************************************************************
 QA0839  DESIGNATION -  GOLD
 QA0839  PID         -  QA0839
 QA0839  STATE/COUNTY-  ID/VALLEY
 QA0839  USGS QUAD   -  GOLD FORK ROCK (1988)
 QA0839
 QA0839                         *CURRENT SURVEY CONTROL
 QA0839  ___________________________________________________________________
 QA0839* NAD 83(1992)-  44 40 17.00792(N)    115 50 09.02307(W)     ADJUSTED  
 QA0839* NAVD 88     -      2375.4    (meters)    7793.     (feet)  VERTCON   
 QA0839  ___________________________________________________________________
 QA0839  LAPLACE CORR-           8.67  (seconds)                    DEFLEC99
 QA0839  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 QA0839
 QA0839  HORZ ORDER  -  FIRST
 QA0839
 QA0839.The horizontal coordinates were established by classical geodetic methods
 QA0839.and adjusted by the National Geodetic Survey in July 1992..
 QA0839
 QA0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0839
 QA0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0839
 QA0839.The geoid height was determined by GEOID03.
 QA0839
 QA0839;                    North         East     Units Scale Factor Converg.
 QA0839;SPC ID W     -   333,794.341   793,193.687   MT  0.99993390   -0 03 37.3
 QA0839;UTM  11      - 4,947,106.286   592,276.665   MT  0.99970471   +0 49 06.6
 QA0839
 QA0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0839!SPC ID W     -   0.99962999  x   0.99993390  =   0.99956392
 QA0839!UTM  11      -   0.99962999  x   0.99970471  =   0.99933481
 QA0839
 QA0839:                Primary Azimuth Mark                     Grid Az
 QA0839:SPC ID W     -  BLACKMARE LOOKOUT HOUSE                  012 38 11.9
 QA0839:UTM  11      -  BLACKMARE LOOKOUT HOUSE                  011 45 28.0
 QA0839
 QA0839|---------------------------------------------------------------------|
 QA0839| PID    Reference Object                     Distance      Geod. Az  |
 QA0839|                                                           dddmmss.s |
 QA0839| QA0842 BLACKMARE LOOKOUT HOUSE             APPROX.16.9 KM 0123434.6 |
 QA0839| CD5147 GOLD RM 1                             6.699 METERS 06533     |
 QA0839| CD5148 GOLD RM 2                             9.202 METERS 18208     |
 QA0839|---------------------------------------------------------------------|
 QA0839
 QA0839                          SUPERSEDED SURVEY CONTROL
 QA0839
 QA0839  NAD 83(1986)-  44 40 17.00806(N)    115 50 09.02066(W) AD(       ) 1
 QA0839  NAD 27      -  44 40 17.37861(N)    115 50 05.59227(W) AD(       ) 1
 QA0839  NGVD 29 (07/19/86) 2374.2    (m)         7789.     (f) VERT ANG       
 QA0839
 QA0839.Superseded values are not recommended for survey control.
 QA0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0839.See file dsdata.txt to determine how the superseded data were derived.
 QA0839
 QA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK9227747106(NAD 83)
 QA0839_MARKER: Z = SEE DESCRIPTION
 QA0839_SETTING: 0 = UNSPECIFIED SETTING
 QA0839
 QA0839  HISTORY     - Date     Condition        Report By
 QA0839  HISTORY     - 1959     MONUMENTED       CGS
 QA0839  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QA0839
 QA0839                          STATION DESCRIPTION
 QA0839
 QA0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0839'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE, WEST OF WARM
 QA0839'LAKE, 12 MILES AIRLINE, SOUTHEAST OF DONNELLY, AND 14 MILES
 QA0839'AIRLINE, NORTHEAST OF CASCADE.  ON THE WESTERN SLOPE OF A TIMBERED
 QA0839'RIDGE AND AT THE U.S. FOREST SERVICE GOLD FORK LOOKOUT HOUSE.
 QA0839'
 QA0839'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CASCADE,
 QA0839'GO NORTH ON STATE HIGHWAY 15 FOR 0.95 MILE TO A SIDE ROAD ON
 QA0839'THE RIGHT AT A SIGN WARM LAKE ROAD.  TURN RIGHT AND GO EASTERLY
 QA0839'ON THE WARM LAKE ROAD FOR 13.5 MILES TO A SIDE ROAD ON THE LEFT AT
 QA0839'A SIGN GOLD FORK L.O. 6.  TURN LEFT AND GO NORTHERLY ON THE
 QA0839'FOREST SERVICE ROAD FOR 6 MILES TO THE GOLD FORK LOOKOUT
 QA0839'HOUSE AND THE STATION.
 QA0839'
 QA0839'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED GOLD 1959,
 QA0839'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE
 QA0839'CAT WALK, WHICH RUNS AROUND THE LOOKOUT HOUSE.  MARK IS 4
 QA0839'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE LOOKOUT HOUSE.
 QA0839'
 QA0839'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 QA0839'GOLD NO 1 1959, CEMENTED IN A DRILL HOLE IN A 12 X 3 FOOT
 QA0839'OUTCROPPING BOULDER, WHICH PROJECTS 4 FEET ABOVE GROUND LEVEL
 QA0839'AND 2 FEET BELOW THE STATION.  MARK IS 5 FEET NORTH OF THE
 QA0839'NORTHEAST CORNER OF THE CONCRETE CAT WALK.
 QA0839'
 QA0839'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 QA0839'GOLD NO 2 1959, CEMENTED IN A DRILL HOLE IN A 10 X 4 FOOT
 QA0839'OUTCROPPING BOULDER, WHICH PROJECTS 10 FEET ABOVE GROUND LEVEL
 QA0839'AND 3 FEET ABOVE THE STATION.  MARK IS 6 FEET SOUTH OF THE
 QA0839'SOUTHWEST CORNER OF THE CONCRETE CAT WALK.
 QA0839'
 QA0839'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 QA0839
 QA0839                          STATION RECOVERY (1966)
 QA0839
 QA0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QA0839'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 QA0839'IN THE 1959 DESCRIPTIONS AND FOUND TO BE IN GOOD CONDITION.
 QA0839'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 QA0839'2 (TRAVERSE DISTANCE)
 QA0839'
 QA0839'DUE TO ROAD CHANGES A NEW DESCRIPTION FOLLOWS.
 QA0839'
 QA0839'STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF CASCADE, ABOUT
 QA0839'12 MILES SOUTHEAST OF DONNELLY AND ABOUT 8 MILES WEST OF WARM
 QA0839'SPRINGS RESORT IN THE NORTHWEST CORNER OF THE CATWALK AROUND
 QA0839'THE GOLD FORK LOOKOUT HOUSE.
 QA0839'
 QA0839'TO REACH FROM THE POST OFFICE IN CASCADE, GO NORTH ON STATE
 QA0839'HIGHWAY 15 FOR 0.95 MILE TO A SIDE ROAD RIGHT AND SIGN WARM SPRINGS,
 QA0839'TURN RIGHT AND GO NORTHEASTERLY ON WARM LAKE ROAD FOR 12.2
 QA0839'MILES TO A SIDE ROAD LEFT AND SIGN GOLD FK L.O. 8, TURN LEFT
 QA0839'AND GO 1.2 MILES TO FORK AND SIGN GOLD FORK L.O. 6, TAKE THE LEFT
 QA0839'FORK AND GO NORTHERLY ON GOLD FORK ROAD FOR 5 MILES TO FORK
 QA0839'AND SIGN GOLD FORK L.O. 1, TAKE THE LEFT FORK AND CONTINUE
 QA0839'FOR 1 MILE TO LOOKOUT TOWER AND STATION.
 QA0839'
 QA0839'STATION MARK, A STANDARD DISK STAMPED GOLD 1959, IS SET IN
 QA0839'A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE CATWALK
 QA0839'AROUND THE LOOKOUT HOUSE.  THE MARK IS 4 FEET NORTHWEST OF
 QA0839'THE NORTHWEST CORNER OF THE LOOKOUT HOUSE.
 QA0839'
 QA0839'REFERENCE MARK 1, A STANDARD DISK STAMPED GOLD NO 1 1959,
 QA0839'IS SET IN A DRILL HOLE IN THE TOP OF A 12 BY 3 FOOT BOULDER WHICH
 QA0839'PROJECTS 4 FEET AND ABOUT 5 FEET LOWER THAN THE STATION.
 QA0839'
 QA0839'REFERENCE MARK 2, A STANDARD DISK STAMPED GOLD NO 2 1959 IS
 QA0839'SET IN A DRILL HOLE IN THE TOP OF A 10 BY 4 FOOT BOULDER WHICH
 QA0839'PROJECTS 10 FEET AND ABOUT 3 FEET HIGHER THAN THE STATION.
 QA0839'
 QA0839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 QA0839'SOUTHEAST OF DONNELLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1742 ***********************************************************************
 RZ1742  DESIGNATION -  GOLD
 RZ1742  PID         -  RZ1742
 RZ1742  STATE/COUNTY-  ID/CLEARWATER
 RZ1742  USGS QUAD   -  ELK BUTTE (1994)
 RZ1742
 RZ1742                         *CURRENT SURVEY CONTROL
 RZ1742  ___________________________________________________________________
 RZ1742* NAD 83(1992)-  46 45 06.57250(N)    116 02 12.31123(W)     ADJUSTED  
 RZ1742* NAVD 88     -       889.2    (meters)    2917.     (feet)  VERTCON   
 RZ1742  ___________________________________________________________________
 RZ1742  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 RZ1742  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 RZ1742
 RZ1742  HORZ ORDER  -  THIRD
 RZ1742
 RZ1742.The horizontal coordinates were established by classical geodetic methods
 RZ1742.and adjusted by the National Geodetic Survey in July 1992..
 RZ1742
 RZ1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1742
 RZ1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1742
 RZ1742.The geoid height was determined by GEOID03.
 RZ1742
 RZ1742;                    North         East     Units Scale Factor Converg.
 RZ1742;SPC ID W     -   565,046.597   778,091.392   MT  0.99993923   -0 12 31.9
 RZ1742;UTM  11      - 5,178,036.473   573,569.590   MT  0.99966652   +0 42 06.0
 RZ1742
 RZ1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1742!SPC ID W     -   0.99986328  x   0.99993923  =   0.99980251
 RZ1742!UTM  11      -   0.99986328  x   0.99966652  =   0.99952984
 RZ1742
 RZ1742:                Primary Azimuth Mark                     Grid Az
 RZ1742:SPC ID W     -  LITTLE GREEN LOOKOUT TOWER               244 39 06.0
 RZ1742:UTM  11      -  LITTLE GREEN LOOKOUT TOWER               243 44 28.1
 RZ1742
 RZ1742|---------------------------------------------------------------------|
 RZ1742| PID    Reference Object                     Distance      Geod. Az  |
 RZ1742|                                                           dddmmss.s |
 RZ1742| RZ1750 LITTLE GREEN LOOKOUT TOWER          APPROX. 4.8 KM 2442634.1 |
 RZ1742| CH7412 GOLD RM 2                             9.410 METERS 29716     |
 RZ1742| CH7415 GOLD SUB POINT A                                   33542     |
 RZ1742| CH7411 GOLD RM 1                             7.677 METERS 34808     |
 RZ1742|---------------------------------------------------------------------|
 RZ1742
 RZ1742                          SUPERSEDED SURVEY CONTROL
 RZ1742
 RZ1742  NAD 83(1986)-  46 45 06.57733(N)    116 02 12.30839(W) AD(       ) 3
 RZ1742  NAD 27      -  46 45 06.92690(N)    116 02 08.76360(W) AD(       ) 3
 RZ1742  NGVD 29 (07/19/86)  888.1    (m)         2914.     (f) VERT ANG       
 RZ1742
 RZ1742.Superseded values are not recommended for survey control.
 RZ1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1742.See file dsdata.txt to determine how the superseded data were derived.
 RZ1742
 RZ1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM7357078036(NAD 83)
 RZ1742_MARKER: Z = SEE DESCRIPTION
 RZ1742_SETTING: 0 = UNSPECIFIED SETTING
 RZ1742
 RZ1742  HISTORY     - Date     Condition        Report By
 RZ1742  HISTORY     - 1959     MONUMENTED       CGS
 RZ1742
 RZ1742                          STATION DESCRIPTION
 RZ1742
 RZ1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1742'THE STATION IS ON A LOW, WOODED RIDGE WHICH EXTENDS DOWN FROM
 RZ1742'GOLD BUTTE.  IT IS BETWEEN GOLD CREEK AND WEITAS CREEK, ABOUT
 RZ1742'2-1/4 MILES SOUTH AND 7-1/4 MILES EAST OF ELK RIVER, 2-1/4
 RZ1742'MILES NORTHWEST OF THE MOUTH OF WEITAS CREEK ON THE NORTH FORK
 RZ1742'OF THE CLEARWATER RIVER, 3 MILES EAST AND 1-1/2 MILES NORTH
 RZ1742'OF LITTLE GREEN MOUNTAIN, 1-1/2 MILES SOUTH AND 1/2 MILE
 RZ1742'EAST OF THE LOOKOUT TOWER ON GOLD BUTTE AND IN SECTION 1, T 39
 RZ1742'N, R 3 E.
 RZ1742'
 RZ1742'THIS STATION WAS REACHED BY HELICOPTER FROM OROFINO, THE NEAREST
 RZ1742'ROAD BEING THE ONE LEADING TO GOLD BUTTE LOOKOUT TOWER AND THE
 RZ1742'ONE LEADING TO LITTLE GREEN LOOKOUT TOWER.
 RZ1742'
 RZ1742'THE STATION MARK IS A STANDARD DISK, STAMPED GOLD 1959, BRAZED
 RZ1742'TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 12 INCHES.
 RZ1742'IT IS ON THE SOUTH END OF THE RIDGE AND 317 FEET SOUTH-SOUTHEAST
 RZ1742'OF A TRIANGLE BLAZE ON THE SOUTH SIDE OF A 30-INCH PINE TREE.
 RZ1742'
 RZ1742'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOLD NO 1 1959,
 RZ1742'BRAZED TO THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 9
 RZ1742'INCHES.  IT IS ON THE EAST EDGE OF THE RIDGE.
 RZ1742'
 RZ1742'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOLD NO 2 1959,
 RZ1742'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 10
 RZ1742'INCHES.  IT IS ON THE WEST EDGE OF THE RIDGE.
 RZ1742'
 RZ1742'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1744 ***********************************************************************
 RZ1744  DESIGNATION -  GOLD BUTTE LOOKOUT TOWER
 RZ1744  PID         -  RZ1744
 RZ1744  STATE/COUNTY-  ID/CLEARWATER
 RZ1744  USGS QUAD   -  ELK BUTTE (1994)
 RZ1744
 RZ1744                         *CURRENT SURVEY CONTROL
 RZ1744  ___________________________________________________________________
 RZ1744* NAD 83(1992)-  46 46 07.04864(N)    116 02 37.09425(W)     ADJUSTED  
 RZ1744* NAVD 88     -                                                        
 RZ1744  ___________________________________________________________________
 RZ1744  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 RZ1744  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 RZ1744
 RZ1744  HORZ ORDER  -  THIRD
 RZ1744
 RZ1744.The horizontal coordinates were established by classical geodetic methods
 RZ1744.and adjusted by the National Geodetic Survey in July 1992..
 RZ1744
 RZ1744
 RZ1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1744
 RZ1744.The geoid height was determined by GEOID03.
 RZ1744
 RZ1744;                    North         East     Units Scale Factor Converg.
 RZ1744;SPC ID W     -   566,915.884   777,572.397   MT  0.99993951   -0 12 50.2
 RZ1744;UTM  11      - 5,179,896.767   573,021.102   MT  0.99966554   +0 41 48.6
 RZ1744
 RZ1744                          SUPERSEDED SURVEY CONTROL
 RZ1744
 RZ1744  NAD 83(1986)-  46 46 07.05207(N)    116 02 37.09299(W) AD(       ) 4
 RZ1744  NAD 27      -  46 46 07.39900(N)    116 02 33.55400(W) AD(       ) 3
 RZ1744
 RZ1744.Superseded values are not recommended for survey control.
 RZ1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1744.See file dsdata.txt to determine how the superseded data were derived.
 RZ1744
 RZ1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM7302179897(NAD 83)
 RZ1744
 RZ1744  HISTORY     - Date     Condition        Report By
 RZ1744  HISTORY     - 1959     MONUMENTED       CGS
 RZ1744  HISTORY     - 1969     SEE DESCRIPTION  USGS
 RZ1744
 RZ1744                          STATION DESCRIPTION
 RZ1744
 RZ1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1744'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.  THE TOWER
 RZ1744'IS ABOUT 6-1/2 MILES EAST AND 1 MILE SOUTH OF ELK RIVER, 2-1/2
 RZ1744'MILES NORTH AND 2-1/2 MILES EAST OF LITTLE GREEN MOUNTAIN,
 RZ1744'3-1/2 MILES WEST OF THE NORTH FORK OF THE CLEARWATER RIVER
 RZ1744'AND IN SECTION 35, T 40 N, R 3 E.  THE 14 X 14 FOOT WOOD
 RZ1744'CAB IS SUPPORTED BY FOUR WOOD POLES AND IS 60 FEET HIGH.  THIS
 RZ1744'TOWER WAS BUILT IN 1934.  THE HEIGHT WAS OBTAINED FROM THE
 RZ1744'FOREST SERVICE.  THIS TOWER IS OWNED BY THE POTLATCH TIMBER
 RZ1744'PROTECTIVE ASSOCIATION.
 RZ1744
 RZ1744                          STATION RECOVERY (1969)
 RZ1744
 RZ1744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (RBF)
 RZ1744'THE LOOKOUT TOWER THAT HAD BEEN INTERSECTED HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0851 ***********************************************************************
 QA0851  DESIGNATION -  GOLD FORK LO
 QA0851  PID         -  QA0851
 QA0851  STATE/COUNTY-  ID/VALLEY
 QA0851  USGS QUAD   -  GOLD FORK ROCK (1988)
 QA0851
 QA0851                         *CURRENT SURVEY CONTROL
 QA0851  ___________________________________________________________________
 QA0851* NAD 83(1992)-  44 40 16.91544(N)    115 50 08.87413(W)     ADJUSTED  
 QA0851* NAVD 88     -      2375.6    (meters)    7794.     (feet)  VERTCON   
 QA0851  ___________________________________________________________________
 QA0851  LAPLACE CORR-           8.66  (seconds)                    DEFLEC99
 QA0851  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 QA0851
 QA0851  HORZ ORDER  -  THIRD
 QA0851
 QA0851.The horizontal coordinates were established by classical geodetic methods
 QA0851.and adjusted by the National Geodetic Survey in July 1992..
 QA0851
 QA0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0851
 QA0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0851
 QA0851.The geoid height was determined by GEOID03.
 QA0851
 QA0851;                    North         East     Units Scale Factor Converg.
 QA0851;SPC ID W     -   333,791.483   793,196.964   MT  0.99993390   -0 03 37.2
 QA0851;UTM  11      - 4,947,103.480   592,279.985   MT  0.99970472   +0 49 06.7
 QA0851
 QA0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0851!SPC ID W     -   0.99962996  x   0.99993390  =   0.99956388
 QA0851!UTM  11      -   0.99962996  x   0.99970472  =   0.99933479
 QA0851
 QA0851                          SUPERSEDED SURVEY CONTROL
 QA0851
 QA0851  NAD 83(1990)-  44 40 16.91675(N)    115 50 08.87118(W) AD(       ) 4
 QA0851  NGVD 29 (09/26/91) 2374.4    (m)         7790.     (f) VERT ANG       
 QA0851
 QA0851.Superseded values are not recommended for survey control.
 QA0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0851.See file dsdata.txt to determine how the superseded data were derived.
 QA0851
 QA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK9228047103(NAD 83)
 QA0851_MARKER: 57 = LOOKOUT TOWER
 QA0851
 QA0851  HISTORY     - Date     Condition        Report By
 QA0851  HISTORY     - 1953     FIRST OBSERVED   USGS
 QA0851
 QA0851                          STATION DESCRIPTION
 QA0851
 QA0851'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QA0851'LOCATED ABOUT 14 MI. NE. OF CASCADE AND 8.0 MI. WNW. FROM WARM LAKE
 QA0851'ON A TIMBERED MOUNTAIN.
 QA0851'
 QA0851'TO REACH FROM COURT HOUSE AT CASCADE, DRIVE N. FOR 1.0 MI. ON STATE
 QA0851'HIGHWAY 15, THEN TURN E. ON WARM LAKE-STIBNITE ROAD AND FOLLOW RD.
 QA0851'14.0 MI. TO JOHNSON CREEK AND RD. FORKS TO GOLD FORK L.O., TAKE LEFT
 QA0851'FORK AND FOLLOW RD. 4.8 MI. TO RD. FORKS, TAKE LEFT FORK AND FOLLOW
 QA0851'RD. 1.0 MI. TO GOLD FORK L.O. AND STATION.
 QA0851'
 QA0851'STATION MARK AND SIGNAL--CENTER OF L.O.H.
 QA0851'
 QA0851'NOTE--BASE OF L.O. IS 6 FT. ABOVE GROUND AT E. SIDE OF L.O.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0852 ***********************************************************************
 QA0852  DESIGNATION -  GOLD FORK ROCK
 QA0852  PID         -  QA0852
 QA0852  STATE/COUNTY-  ID/VALLEY
 QA0852  USGS QUAD   -  GOLD FORK ROCK (1988)
 QA0852
 QA0852                         *CURRENT SURVEY CONTROL
 QA0852  ___________________________________________________________________
 QA0852* NAD 83(1992)-  44 40 12.24533(N)    115 47 57.80644(W)     ADJUSTED  
 QA0852* NAVD 88     -      2490.3    (meters)    8170.     (feet)  VERTCON   
 QA0852  ___________________________________________________________________
 QA0852  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 QA0852  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 QA0852
 QA0852  HORZ ORDER  -  THIRD
 QA0852
 QA0852.The horizontal coordinates were established by classical geodetic methods
 QA0852.and adjusted by the National Geodetic Survey in July 1992..
 QA0852
 QA0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0852
 QA0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0852
 QA0852.The geoid height was determined by GEOID03.
 QA0852
 QA0852;                    North         East     Units Scale Factor Converg.
 QA0852;SPC ID W     -   333,644.941   796,083.678   MT  0.99993352   -0 02 05.0
 QA0852;UTM  11      - 4,947,001.255   595,167.955   MT  0.99971137   +0 50 38.8
 QA0852
 QA0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0852!SPC ID W     -   0.99961200  x   0.99993352  =   0.99954554
 QA0852!UTM  11      -   0.99961200  x   0.99971137  =   0.99932348
 QA0852
 QA0852                          SUPERSEDED SURVEY CONTROL
 QA0852
 QA0852  NAD 83(1990)-  44 40 12.24669(N)    115 47 57.80331(W) AD(       ) 3
 QA0852  NGVD 29 (09/26/91) 2489.0    (m)         8166.     (f) VERT ANG       
 QA0852
 QA0852.Superseded values are not recommended for survey control.
 QA0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0852.See file dsdata.txt to determine how the superseded data were derived.
 QA0852
 QA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK9516847001(NAD 83)
 QA0852_MARKER: DD = SURVEY DISK
 QA0852_SETTING: 66 = SET IN ROCK OUTCROP
 QA0852_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QA0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0852+STABILITY: POSITION/ELEVATION WELL
 QA0852
 QA0852  HISTORY     - Date     Condition        Report By
 QA0852  HISTORY     - 1922     MONUMENTED       USFS
 QA0852  HISTORY     - 1953     GOOD             USGS
 QA0852
 QA0852                          STATION DESCRIPTION
 QA0852
 QA0852'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QA0852'LOCATED ABOUT 16.5 MI. NE. OF CASCADE AND 6 MI. WNW. OF WARM LAKE.
 QA0852'STATION MARK IS UNDER OLD L.OL PLATFORM ON TOP OF ROCK, STANDING
 QA0852'ABOUT 50 FT. HIGHER THAN THE GROUND.
 QA0852'
 QA0852'TO REACH FROM COURT HOUSE AT CASCADE, DRIVE N. ON STATE HIGHWAY 15 FOR
 QA0852'1.0 MI., TURN E. ON WARM LAKE-STIBNITE ROAD FOR 14.0 MI. TO JOHNSON
 QA0852'CREEK AND RD. FORKS TO GOLD FORK MEADOWS, TAKE LEFT FORK AND FOLLOW
 QA0852'RD. 4.8 MI. TO RD. FORKS IN MEADOW, TAKE RIGHT FORK 1.9 MI. TO END OF
 QA0852'RD.  TAKE TRAIL TO ABANDONED L.O. AND STATION.
 QA0852'
 QA0852'STATION MARK--STANDARD USFS TABLET STAMPED---GOLD FORK L O 1922---,
 QA0852'CEMENTED IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0927 ***********************************************************************
 RY0927  DESIGNATION -  GOLD HILL
 RY0927  PID         -  RY0927
 RY0927  STATE/COUNTY-  ID/IDAHO
 RY0927  USGS QUAD   -  GREENSIDE BUTTE (1994)
 RY0927
 RY0927                         *CURRENT SURVEY CONTROL
 RY0927  ___________________________________________________________________
 RY0927* NAD 83(1992)-  46 20 46.27455(N)    115 12 53.79059(W)     ADJUSTED  
 RY0927* NAVD 88     -      1966.9    (meters)    6453.     (feet)  VERTCON   
 RY0927  ___________________________________________________________________
 RY0927  LAPLACE CORR-          14.25  (seconds)                    DEFLEC99
 RY0927  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 RY0927
 RY0927  HORZ ORDER  -  THIRD
 RY0927
 RY0927.The horizontal coordinates were established by classical geodetic methods
 RY0927.and adjusted by the National Geodetic Survey in July 1992..
 RY0927
 RY0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0927
 RY0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0927
 RY0927.The geoid height was determined by GEOID03.
 RY0927
 RY0927;                    North         East     Units Scale Factor Converg.
 RY0927;SPC ID W     -   520,057.226   841,185.351   MT  0.99995418   +0 23 13.7
 RY0927;UTM  11      - 5,134,060.799   637,355.618   MT  0.99983192   +1 17 30.2
 RY0927
 RY0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0927!SPC ID W     -   0.99969419  x   0.99995418  =   0.99964839
 RY0927!UTM  11      -   0.99969419  x   0.99983192  =   0.99952617
 RY0927
 RY0927|---------------------------------------------------------------------|
 RY0927| PID    Reference Object                     Distance      Geod. Az  |
 RY0927|                                                           dddmmss.s |
 RY0927| CH7413 GOLD HILL RM 1                       15.999 METERS 22331     |
 RY0927| RY0947 FISH BUTTE                          APPROX.14.0 KM 2631807.6 |
 RY0927| CH7414 GOLD HILL RM 2                       12.308 METERS 28557     |
 RY0927|---------------------------------------------------------------------|
 RY0927
 RY0927                          SUPERSEDED SURVEY CONTROL
 RY0927
 RY0927  NAD 83(1986)-  46 20 46.28194(N)    115 12 53.78918(W) AD(       ) 3
 RY0927  NAD 27      -  46 20 46.58349(N)    115 12 50.33934(W) AD(       ) 3
 RY0927  NGVD 29 (07/19/86) 1965.7    (m)         6449.     (f) VERT ANG       
 RY0927
 RY0927.Superseded values are not recommended for survey control.
 RY0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0927.See file dsdata.txt to determine how the superseded data were derived.
 RY0927
 RY0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM3735634061(NAD 83)
 RY0927_MARKER: DD = SURVEY DISK
 RY0927_SETTING: 80 = SET IN A BOULDER
 RY0927_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RY0927
 RY0927  HISTORY     - Date     Condition        Report By
 RY0927  HISTORY     - 1966     MONUMENTED       USGS
 RY0927
 RY0927                          STATION DESCRIPTION
 RY0927
 RY0927'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0927'LOCATED ABOUT 26 MI S. OF KELLY FORK RANGER STATION, ABOUT 23 MI
 RY0927'NE. OF LOWELL, 21 MI NW. OF MOOSE CREEK RANGER STATION.  ON FAIRLY
 RY0927'OPEN TOP ON LONG, E.-W. RIDGE.
 RY0927'
 RY0927'TO REACH FROM BOULDER FLATS ON U.S. HWY. 12, PACK UP BOULDER
 RY0927'CREEK TRAIL TO JCT. WITH GOLD HILL TRAIL.  TAKE GOLD HILL TRAIL
 RY0927'ABOUT 4 MI TO TOP OF RIDGE AND STATION ABOUT 150 FT. ON LEFT SIDE
 RY0927'OF TRAIL.
 RY0927'
 RY0927'STATION MARK--STANDARD TABLET STAMPED---GOLD HILL 1966---, SET IN
 RY0927'ROCK IN PLACE.
 RY0927'
 RY0927'RM 1--STANDARD BRASS CAP STAMPED---NO 1 1966---.
 RY0927'
 RY0927'RM 2--STANDARD BRASS CAP STAMPED---NO 2 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0598 ***********************************************************************
 QY0598  DESIGNATION -  GOLDSTONE
 QY0598  PID         -  QY0598
 QY0598  STATE/COUNTY-  ID/LEMHI
 QY0598  USGS QUAD   -  GOLDSTONE MTN (1989)
 QY0598
 QY0598                         *CURRENT SURVEY CONTROL
 QY0598  ___________________________________________________________________
 QY0598* NAD 83(1992)-  45 07 08.07267(N)    113 34 34.59245(W)     ADJUSTED  
 QY0598* NAVD 88     -      3021.4    (meters)    9913.     (feet)  VERTCON   
 QY0598  ___________________________________________________________________
 QY0598  LAPLACE CORR-           9.80  (seconds)                    DEFLEC99
 QY0598  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 QY0598
 QY0598  HORZ ORDER  -  FIRST
 QY0598
 QY0598.The horizontal coordinates were established by classical geodetic methods
 QY0598.and adjusted by the National Geodetic Survey in July 1992..
 QY0598
 QY0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0598
 QY0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0598
 QY0598.The geoid height was determined by GEOID03.
 QY0598
 QY0598;                    North         East     Units Scale Factor Converg.
 QY0598;SPC ID C     -   383,612.727   533,338.390   MT  0.99996103   +0 18 00.9
 QY0598;SPC MT       -   104,922.115   279,431.017   MT  0.99993071   -2 58 54.5
 QY0598;SPC MT       -   344,232.66    916,768.43   iFT  0.99993071   -2 58 54.5
 QY0598;UTM  12      - 4,999,388.869   297,370.684   MT  1.00010488   -1 49 34.0
 QY0598
 QY0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0598!SPC ID C     -   0.99952841  x   0.99996103  =   0.99948946
 QY0598!SPC MT       -   0.99952841  x   0.99993071  =   0.99945915
 QY0598!UTM  12      -   0.99952841  x   1.00010488  =   0.99963324
 QY0598
 QY0598:                Primary Azimuth Mark                     Grid Az
 QY0598:SPC ID C     -  LOOKOUT TOWER                            072 10 29.0
 QY0598:SPC MT       -  LOOKOUT TOWER                            075 27 24.4
 QY0598:UTM  12      -  LOOKOUT TOWER                            074 18 03.9
 QY0598
 QY0598|---------------------------------------------------------------------|
 QY0598| PID    Reference Object                     Distance      Geod. Az  |
 QY0598|                                                           dddmmss.s |
 QY0598| CN4776 LOOKOUT TOWER                                      0722829.9 |
 QY0598| CN3632 GOLDSTONE RM CROSS                    3.932 METERS 18438     |
 QY0598| CN3631 GOLDSTONE RM 1                        9.778 METERS 20216     |
 QY0598| CN3633 GOLDSTONE RM 2                       18.492 METERS 26435     |
 QY0598| QY0597 MONUMENT PEAK CAIRN                 APPROX.18.6 KM 3302707.9 |
 QY0598| QY0594 SOUTH PYRAMID MOUNTAIN              APPROX.22.8 KM 3393825.6 |
 QY0598| CN3630 GOLDSTONE AZ MK                                    3594014.2 |
 QY0598|---------------------------------------------------------------------|
 QY0598
 QY0598                          SUPERSEDED SURVEY CONTROL
 QY0598
 QY0598  NAD 83(1986)-  45 07 08.07145(N)    113 34 34.58834(W) AD(       ) 1
 QY0598  NAD 27      -  45 07 08.33900(N)    113 34 31.38000(W) AD(       ) 1
 QY0598  NGVD 29 (07/19/86) 3019.9    (m)         9908.     (f) VERT ANG       
 QY0598
 QY0598.Superseded values are not recommended for survey control.
 QY0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0598.See file dsdata.txt to determine how the superseded data were derived.
 QY0598
 QY0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ9737199389(NAD 83)
 QY0598_MARKER: DD = SURVEY DISK
 QY0598_SETTING: 80 = SET IN A BOULDER
 QY0598_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QY0598
 QY0598  HISTORY     - Date     Condition        Report By
 QY0598  HISTORY     - 1915     MONUMENTED       USGS
 QY0598  HISTORY     - 1945     GOOD             CGS
 QY0598  HISTORY     - 1950     SEE DESCRIPTION  CGS
 QY0598  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QY0598
 QY0598                          STATION DESCRIPTION
 QY0598
 QY0598'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 QY0598'LOCATED ABOUT 2 MI S. OF GOLDSTONE MINE ON PRATT CREEK, ABOUT
 QY0598'1000 FT SW. OF STATE BOUNDARY POST 3 A.P. 468M.  ON LAST SOUTH
 QY0598'HIGH ROCKY PEAK ON CONTINENTAL DIVIDE, ON HEADWATERS OF KENNY
 QY0598'CREEK.
 QY0598'
 QY0598'REACH ON GOOD TRAIL UP PRATT CREEK FROM SALMON RIVER.  A WAGON
 QY0598'RD. COMES INTO MINE FROM MONTANA SIDE.  EASILY REACHED BY TRAIL
 QY0598'FROM MINE OR UP RIDGES FROM RANCHES ON KENNY CREEK.
 QY0598'
 QY0598'STATION MARK--STANDARD TABLET, UNSTAMPED, CEMENTED IN ROCK UNDER
 QY0598'LARGE MONUMENT.
 QY0598'
 QY0598'RM 1--CHISELED CROSS ON SOLID ROCK S.
 QY0598
 QY0598                          STATION RECOVERY (1945)
 QY0598
 QY0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QY0598'THE STATION IS LOCATED ABOUT 16 MILES ESE OF SALMON, ABOUT
 QY0598'7-1/2 MILES NE OF THE LEMHI RIVER, AND ABOUT 2 MILES S OF
 QY0598'THE GOLDSTONE MINE.  IT IS ON THE HIGHEST POINT OF THE LAST
 QY0598'(MOST S) HIGH ROCKY PEAK ON THE CONTINENTAL DIVIDE RANGE
 QY0598'AND ABOUT 1,000 FEET SW OF THE IDAHO-MONTANA STATE LINE MARKER
 QY0598'3A.P. 468M.  IT IS A BRONZE U.S. GEOLOGICAL SURVEY BRONZE
 QY0598'BENCH-MARK DISK NOT STAMPED.  IT IS CEMENTED IN A DRILL HOLE IN
 QY0598'A 1- BY 1-1/2-FOOT BURIED BOULDER.  A LARGE ROCK CAIRN WAS BUILT
 QY0598'OVER THE MARK.
 QY0598'
 QY0598'REFERENCE MARK 1 IS SSW OF THE STATION ON THE S SLOPE.  IT IS
 QY0598'A BRONZE REFERENCE DISK SET IN A 1-1/2- BY 2-1/2-FOOT BOULDER
 QY0598'AND IS STAMPED GOLDSTONE USGS NO 1 1945.
 QY0598'
 QY0598'REFERENCE MARK 2 IS W OF THE STATION ON THE W SLOPE.  IT
 QY0598'IS A BRONZE REFERENCE DISK SET IN A 2- BY 1-FOOT BOULDER AND
 QY0598'IS STAMPED GOLDSTONE USGS NO 2 1945.  A SMALL ROCK CAIRN BUILT
 QY0598'BY THE BOULDER.
 QY0598'
 QY0598'THE AZIMUTH MARK IS ABOUT 1.0 MILE N OF THE STATION AND ON
 QY0598'THE FIRST RIDGE N OF THE STATION.  IT IS 2 FEET NE OF THE
 QY0598'TRAIL LEADING TO THE STATION, 35 FEET W OF THE HIGHEST POINT
 QY0598'OF ROCK, AND 55 FEET E OF THE TIMBER LINE.  IT IS A BRONZE
 QY0598'AZIMUTH DISK IN A BOULDER AND IS STAMPED GOLDSTONE USGS 1945.
 QY0598'
 QY0598'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 93
 QY0598'AND STATE HIGHWAY 28 IN SALMON, GO SE ON HIGHWAY 28 FOR 8.8
 QY0598'MILES TO END OF ROAD AT CROSSROAD.  TURN LEFT (E) AND FOLLOW
 QY0598'DIRT ROAD FOR 0.6 MILE TO FORKS JUST AFTER CROSSING SMALL WOOD
 QY0598'BRIDGE.  TAKE RIGHT FORK (S) AND FOLLOW MAIN-TRAVELED ROAD
 QY0598'FOR 1.7 MILES TO A SIDE ROAD LEFT.  TURN LEFT (E) AND FOLLOW
 QY0598'MAIN-TRAVELED ROAD FOR 2.0 MILES TO A CATTLE GUARD AND GATE
 QY0598'ON THE LEFT LEADING TO A RANCH.  KEEP STRAIGHT AHEAD (DO
 QY0598'NOT PASS THROUGH GATE) FOR 0.05 MILE TO ANOTHER GATE.  PASS
 QY0598'THROUGH GATE AND FOLLOW MAIN-TRAVELED ROAD (PASSING THROUGH
 QY0598'MORE GATES) FOR 0.95 MILE TO A FORK.  KEEP UPPER LEFT FORK
 QY0598'ALONG FENCE LINE AND GO 0.1 MILE TO A GATE.  PASS THROUGH
 QY0598'GATE AND CONTINUE 1.8 MILES TO A FORK.  TAKE RIGHT FORK AND
 QY0598'FOLLOW MAIN-TRAVELED ROAD FOR 3.8 MILES TO GOLDSTONE
 QY0598'MINE.  THIS LAST MILEAGE IS OVER VERY ROUGH AND STEEP
 QY0598'ROAD.  A TRUCK WITH HIGH CLEARANCE AND COMPOUND GEARS CAN
 QY0598'MAKE IT.  FROM THE MINE BUILDINGS A ROAD LEADS UP THE
 QY0598'MOUNTAIN TO THE MILL AND MINE TRESTLES (0.25 MILE).  FROM
 QY0598'HERE CONTINUE 0.7 MILE, THEN TURN RIGHT OFF ROAD AND PICK
 QY0598'WAY THROUGH WINDFALL FOR 0.25 MILE TO END OF TRUCK TRAVEL.
 QY0598'PACK UP RIDGE (S) TO FIRST PEAK.  THEN DOWN INTO SADDLE,
 QY0598'THEN BEAR RIGHT AND CONTINUE ON UP TO THE TOP OF THE NEXT AND
 QY0598'LAST PEAK.  THERE IS A TRAIL MOST OF THE WAY.  PACK WILL
 QY0598'REQUIRE ABOUT 2 HOURS.
 QY0598'
 QY0598'THE LOOKOUT TOWER, ABOUT 5 MILES ENE OF THE STATION, WILL
 QY0598'SERVE AS AN AZIMUTH MARK.
 QY0598
 QY0598                          STATION RECOVERY (1950)
 QY0598
 QY0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 QY0598'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS
 QY0598'WERE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 QY0598'
 QY0598'THE STATION IS LOCATED ON THE SUMMIT OF A PEAK IN THE CONTINENTAL
 QY0598'DIVIDE RANGE.  IT IS ABOUT 16 MILES AIRLINE EAST-SOUTHEAST
 QY0598'OF SALMON, ABOUT 12 MILES AIRLINE NORTH-NORTHEAST OF THE TENDOY
 QY0598'POST OFFICE, AND ABOUT 2 MILES AIRLINE SOUTH OF THE GOLDSTONE
 QY0598'MINE.
 QY0598'
 QY0598'THE STATION IS 5 FEET EAST OF A 3-FOOT ROCK WALL.  IT IS A
 QY0598'STANDARD USGS DISK SET IN A DRILL HOLE IN A 1 BY 1-1/2 FOOT
 QY0598'BURIED BOULDER THAT PROJECTS 2 INCHES.  THE DISK IS NOT STAMPED.
 QY0598'
 QY0598'REFERENCE MARK NUMBER ONE IS 3 FEET NORTH OF A 3-FOOT CAIRN
 QY0598'AND ABOUT 3 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 QY0598'DISK SET IN A DRILL HOLE IN A 1-1/2 BY 2-1/2 FOOT BOULDER
 QY0598'THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED--GOLDSTONE USGS
 QY0598'NO 1 1945.
 QY0598'
 QY0598'REFERENCE MARK NUMBER TWO IS 1 FOOT SOUTHEAST OF A 2-FOOT CAIRN
 QY0598'AND ABOUT 4 FEET LOWER THAN THE STATION.  IT IS A STANDARD
 QY0598'DISK SET IN A DRILL HOLE IN A 1 BY 2 FOOT BOULDER THAT IS
 QY0598'FLUSH WITH THE GROUND.  THE DISK IS STAMPED--GOLDSTONE USGS NO
 QY0598'2 1945.
 QY0598'
 QY0598'THE AZIMUTH MARK IS ON THE FIRST PEAK NORTH OF THE STATION,
 QY0598'2 FEET NORTHEAST OF THE TRAIL THAT IS FOLLOWED TO THE STATION,
 QY0598'55 FEET EAST OF THE TREE LINE, 35 FEET WEST OF THE HIGHEST
 QY0598'POINT OF THE PEAK, AND ABOUT 1000 FEET SOUTHEAST OF A
 QY0598'MONTANA-IDAHO BOUNDARY MARKER.  IT IS A STANDARD DISK SET IN A
 QY0598'DRILL HOLE IN A 2-1/2 BY 3 FOOT BOULDER.  THE DISK IS
 QY0598'STAMPED--GOLDSTONE USGS 1945.  TO REACH THE MARK FROM THE
 QY0598'STATION PACK NORTHEASTERLY TO A LOW SADDLE AND THEN FOLLOW THE
 QY0598'TRAIL, NORTH, UP TO THE SUMMIT OF THE FIRST PEAK AND THE
 QY0598'MARK TO THE RIGHT OF THE TRAIL.
 QY0598'
 QY0598'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 93
 QY0598'AND STATE HIGHWAY 28 IN SALMON GO SOUTHEAST ON STATE HIGHWAY 28
 QY0598'FOR 9.4 MILES TO THE BAKER STORE ON THE RIGHT AND A DIRT ROAD
 QY0598'LEFT.  TURN LEFT, EAST, AND GO 0.5 MILE TO A FORK.  TAKE THE
 QY0598'RIGHT FORK, SOUTH, AND GO 1.8 MILE TO A SIDE ROAD LEFT.  TURN
 QY0598'LEFT, EAST, AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.2 MILES
 QY0598'TO A CATTLE GUARD.  CROSS OVER THE CATTLE GUARD AND FOLLOW
 QY0598'THE MAIN TRAVELED ROAD (CROSSING SEVERAL CATTLE GUARDS) FOR
 QY0598'1.0 MILE TO A FORK.  TAKE THE UPPER LEFT FORK AND GO 0.2 MILE
 QY0598'TO A GATE.  PASS THROUGH THE GATE AND FOLLOW THE MAIN
 QY0598'TRAVELED ROAD 5.4 MILES TO THE MINE BUILDINGS.  FROM THE MINE
 QY0598'BUILDINGS THE FOLLOWING ROUTE WAS PACKED ON SNOW SHOES.  PACK
 QY0598'ALONG THE ROAD FOR ABOUT 1/4 MILE TO A STAMP MILL ON THE RIGHT.
 QY0598'CONTINUE, EASTERLY, ON THE ROAD FOR ABOUT 1 MILE TO THE
 QY0598'END OF THE ROAD.  FROM THE END OF THE ROAD CONTINUE EASTERLY
 QY0598'FOR ABOUT 1/2 MILE TO A SADDLE.  GO SOUTH UP THE RIDGE FOR
 QY0598'ABOUT 1 MILE TO THE SUMMIT OF THE FIRST PEAK.  AT THE
 QY0598'SUMMIT PICK UP THE TRAIL AND PACK, SOUTHERLY, DOWN INTO A LOW
 QY0598'SADDLE.  FROM THE SADDLE GO WEST AND SOUTHWEST UP THE
 QY0598'RIDGE TO THE SUMMIT OF THE HIGHEST PEAK IN THE VICINITY AND
 QY0598'THE STATION.  FROM THE SADDLE THE STATION IS VISIBLE
 QY0598'ABOUT 1 MILE TO THE WEST-SOUTHWEST.  NOTE--THE PACK AT THIS TIME
 QY0598'REQUIRED ABOUT 5 HOURS BUT UNDER NORMAL CONDITIONS WOULD
 QY0598'BE ONLY ABOUT A 2 HOUR PACK.
 QY0598
 QY0598                          STATION RECOVERY (1956)
 QY0598
 QY0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0598'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 QY0598'AS PREVIOUSLY DESCRIBED AND ALL THE MARKS WERE FOUND TO BE IN
 QY0598'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 QY0598'
 QY0598'RM 1--NGS BRONZE RM DISK STAMPED---GOLDSTONE USGS NO 1 1945,---
 QY0598'IN DRILL HOLE IN BOULDER, 3 FT LOWER THAN STATION MARK.
 QY0598'
 QY0598'RM 2--NGS BRONZE RM DISK STAMPED---GOLDSTONE USGS NO 2 1945,---
 QY0598'IN DRILL HOLE IN BOULDER FLUSH WITH GROUND, 4 FT LOWER THAN
 QY0598'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0620 ***********************************************************************
 QY0620  DESIGNATION -  GOLWAY
 QY0620  PID         -  QY0620
 QY0620  STATE/COUNTY-  ID/LEMHI
 QY0620  USGS QUAD   -  BADGER SPRING GULCH (1966)
 QY0620
 QY0620                         *CURRENT SURVEY CONTROL
 QY0620  ___________________________________________________________________
 QY0620* NAD 83(1992)-  45 15 04.79205(N)    113 46 05.57201(W)     ADJUSTED  
 QY0620* NAVD 88     -      2030.2    (meters)    6661.     (feet)  VERTCON   
 QY0620  ___________________________________________________________________
 QY0620  LAPLACE CORR-          19.92  (seconds)                    DEFLEC99
 QY0620  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 QY0620
 QY0620  HORZ ORDER  -  FIRST
 QY0620
 QY0620.The horizontal coordinates were established by classical geodetic methods
 QY0620.and adjusted by the National Geodetic Survey in July 1992..
 QY0620
 QY0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0620
 QY0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0620
 QY0620.The geoid height was determined by GEOID03.
 QY0620
 QY0620;                    North         East     Units Scale Factor Converg.
 QY0620;SPC ID C     -   398,267.516   518,194.525   MT  0.99995144   +0 09 52.6
 QY0620;SPC MT       -   120,419.526   265,152.537   MT  0.99985844   -3 07 20.0
 QY0620;SPC MT       -   395,077.19    869,923.02   iFT  0.99985844   -3 07 20.0
 QY0620;SPC ID E     -   399,489.393    74,283.044   MT  1.00014163   -1 08 15.3
 QY0620;UTM  12      - 5,014,598.926   282,778.934   MT  1.00018020   -1 58 00.3
 QY0620
 QY0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0620!SPC ID C     -   0.99968380  x   0.99995144  =   0.99963525
 QY0620!SPC MT       -   0.99968380  x   0.99985844  =   0.99954228
 QY0620!SPC ID E     -   0.99968380  x   1.00014163  =   0.99982538
 QY0620!UTM  12      -   0.99968380  x   1.00018020  =   0.99986394
 QY0620
 QY0620|---------------------------------------------------------------------|
 QY0620| PID    Reference Object                     Distance      Geod. Az  |
 QY0620|                                                           dddmmss.s |
 QY0620| CN3635 GOLWAY RM 1                           5.983 METERS 03407     |
 QY0620| CN3636 GOLWAY RM 2                           8.458 METERS 13410     |
 QY0620| CN3634 GOLWAY AZ MK                                       1984349.7 |
 QY0620|---------------------------------------------------------------------|
 QY0620
 QY0620                          SUPERSEDED SURVEY CONTROL
 QY0620
 QY0620  NAD 83(1986)-  45 15 04.79013(N)    113 46 05.56792(W) AD(       ) 1
 QY0620  NAD 27      -  45 15 05.07400(N)    113 46 02.33600(W) AD(       ) 1
 QY0620  NGVD 29 (07/19/86) 2028.9    (m)         6656.     (f) VERT ANG       
 QY0620
 QY0620.Superseded values are not recommended for survey control.
 QY0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0620.See file dsdata.txt to determine how the superseded data were derived.
 QY0620
 QY0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR8277914599(NAD 83)
 QY0620_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QY0620_SETTING: 80 = SET IN A BOULDER
 QY0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0620+STABILITY: SURFACE MOTION
 QY0620
 QY0620  HISTORY     - Date     Condition        Report By
 QY0620  HISTORY     - 1945     MONUMENTED       CGS
 QY0620  HISTORY     - 1966     GOOD             USGS
 QY0620
 QY0620                          STATION DESCRIPTION
 QY0620
 QY0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QY0620'STATION IS LOCATED ABOUT 6 MILES E OF CARMEN, ABOUT 8 MILES
 QY0620'NE OF SALMON, ON TOP OF A HIGH RIDGE WHICH IS BARE TO THE
 QY0620'SW, AND TIMBERED ON THE STEEP NE SLOPE.  A WATER RESERVOIR
 QY0620'IS ABOUT 1/2 MILE E OF THE STATION.  STATION IS 20 FEET
 QY0620'SW OF RIDGE AND SHARP BREAK OF HILL TO THE NW, 35 FEET S OF
 QY0620'TRIANGULAR BLAZE ON A 5-INCH FIR TREE, AND ABOUT 3 FEET
 QY0620'LOWER THAN HIGHEST POINT OF RIDGE.
 QY0620'
 QY0620'STATION MARK IS A BRONZE STATION DISK IN A BOULDER FLUSH
 QY0620'WITH THE GROUND AND IS STAMPED GOLWAY 1945.
 QY0620'
 QY0620'REFERENCE MARK 1 IS NE OF THE STATION, ABOUT 5 FEET SW OF
 QY0620'THE SHARP BREAK OF THE HILL, AND IS SET IN A BOULDER FLUSH
 QY0620'WITH THE GROUND.  IT IS A BRONZE REFERENCE DISK.
 QY0620'
 QY0620'REFERENCE MARK 2 IS SE OF THE STATION, ABOUT 20 FEET SW
 QY0620'OF RIDGE AND BREAK OF HILL.  IT IS A BRONZE REFERENCE DISK
 QY0620'IN A BOULDER FLUSH WITH THE GROUND.
 QY0620'
 QY0620'THE AZIMUTH MARK IS ABOUT 0.4 MILE SW OF THE STATION, ON THE
 QY0620'HIGHEST POINT OF A ROUND-TOPPED BARE HILL, ABOUT 300 FEET
 QY0620'SW OF A DEAD-TOPPED FIR TREE.  THE MARK IS SET IN BEDROCK
 QY0620'WHICH OUTCROPS ABOUT 2-1/2- BY 3-FEET IN DIAMETER AND PROJECTS
 QY0620'4 INCHES.  IT IS A BRONZE AZIMUTH DISK SET FLUSH WITH THE
 QY0620'ROCK SURFACE AND IS 5 FEET S OF A ROCK CAIRN.
 QY0620'
 QY0620'THE REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF
 QY0620'THE STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QY0620'
 QY0620'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE
 QY0620'HIGHWAY 28, WHICH IS 0.4 MILE E OF THE POST OFFICE IN SALMON,
 QY0620'GO E ON HIGHWAY 28 FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN
 QY0620'LEFT AND GO 1.3 MILES TO A LOG HOUSE AND LOG BUILDINGS ON
 QY0620'THE RIGHT, THENCE CONTINUE ON THE MAIN ROAD FOR 1.0 MILE TO
 QY0620'A SIDE ROAD LEFT, HERE TURN LEFT AND FOLLOW THE MAIN-TRAVELED
 QY0620'ROAD FOR 1.8 MILES TO A FORK, TAKE LEFT FORK (RIGHT GOES
 QY0620'THROUGH GATE) AND CONTINUE 0.3 MILE TO A POLE GATE JUST
 QY0620'AFTER PASSING A LOG HOUSE ON THE LEFT.  PASS THROUGH GATE AND
 QY0620'FOLLOW THE MAIN-TRAVELED ROAD FOR 4.35 MILES TO A FORK.
 QY0620'TAKE LEFT FORK UP CANYON (RIGHT GOES UP THE MAIN CANYON) AND
 QY0620'GO 1.75 MILES TO A POLE GATE, PASS THROUGH GATE AND
 QY0620'CONTINUE FOR 0.25 MILE TO END OF TRUCK TRAVEL AT MR. L.
 QY0620'COCHRELLS RANCH.  FROM HERE PACK W UP HILL 0.1 MILE TO
 QY0620'RESERVOIR, CROSS RESERVOIR AT THE OLD CHECK VALVES AND
 QY0620'CONTINUE W UP THE STEEP RIDGE TO HIGHEST POINT AND STATION.
 QY0620'ABOUT A 30-MINUTE PACK FROM THE RESERVOIR.
 QY0620
 QY0620                          STATION RECOVERY (1966)
 QY0620
 QY0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QY0620'STATION MARK - - STANDARD USC AND GS DISK SET IN BOULDER FLUSH
 QY0620'WITH GROUND, STAMPED--- GOLWAY 1945 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1459 ***********************************************************************
 SV1459  DESIGNATION -  GOOD
 SV1459  PID         -  SV1459
 SV1459  STATE/COUNTY-  ID/KOOTENAI
 SV1459  USGS QUAD   -  ROSE LAKE (1996)
 SV1459
 SV1459                         *CURRENT SURVEY CONTROL
 SV1459  ___________________________________________________________________
 SV1459* NAD 83(1992)-  47 34 13.17969(N)    116 25 44.05512(W)     ADJUSTED  
 SV1459* NAVD 88     -       885.2    (meters)    2904.     (feet)  VERTCON   
 SV1459  ___________________________________________________________________
 SV1459  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 SV1459  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 SV1459
 SV1459  HORZ ORDER  -  SECOND
 SV1459
 SV1459.The horizontal coordinates were established by classical geodetic methods
 SV1459.and adjusted by the National Geodetic Survey in July 1992..
 SV1459
 SV1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1459
 SV1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1459
 SV1459.The geoid height was determined by GEOID03.
 SV1459
 SV1459;                    North         East     Units Scale Factor Converg.
 SV1459;SPC ID W     -   656,220.095   748,920.794   MT  0.99996538   -0 30 04.0
 SV1459;UTM  11      - 5,268,703.737   542,953.650   MT  0.99962267   +0 25 17.5
 SV1459
 SV1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1459!SPC ID W     -   0.99986395  x   0.99996538  =   0.99982934
 SV1459!UTM  11      -   0.99986395  x   0.99962267  =   0.99948667
 SV1459
 SV1459|---------------------------------------------------------------------|
 SV1459| PID    Reference Object                     Distance      Geod. Az  |
 SV1459|                                                           dddmmss.s |
 SV1459| SV1454 AIRWAY BCN 28 5 MI WNW CATALDO       15.756 METERS 14923     |
 SV1459| SV1455 IDA 90 78                           APPROX. 6.1 KM 2975548.3 |
 SV1459| CH7416 GOOD RM 1                            11.480 METERS 32735     |
 SV1459|---------------------------------------------------------------------|
 SV1459
 SV1459                          SUPERSEDED SURVEY CONTROL
 SV1459
 SV1459  NAD 83(1986)-  47 34 13.18331(N)    116 25 44.04639(W) AD(       ) 2
 SV1459  NAD 27      -  47 34 13.48212(N)    116 25 40.42407(W) AD(       ) 2
 SV1459  NGVD 29 (07/19/86)  884.1    (m)         2901.     (f) VERT ANG       
 SV1459
 SV1459.Superseded values are not recommended for survey control.
 SV1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1459.See file dsdata.txt to determine how the superseded data were derived.
 SV1459
 SV1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN4295468704(NAD 83)
 SV1459_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SV1459
 SV1459  HISTORY     - Date     Condition        Report By
 SV1459  HISTORY     - 1958     MONUMENTED       CGS
 SV1459
 SV1459                          STATION DESCRIPTION
 SV1459
 SV1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1459'THE STATION IS ABOUT 5 MILES WEST-NORTHWEST OF CATALDO AND
 SV1459'3/4 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 SV1459'HIGHWAY 3, ON THE SUMMIT OF A TIMBERED RIDGE ABOUT 3/4 MILE SOUTH
 SV1459'OF U.S. HIGHWAY 10.
 SV1459'
 SV1459'TO REACH FROM CATALDO, GO WEST ON U.S. HIGHWAY 10 FOR 5.5 MILES
 SV1459'TO THE MC KIVOR STORE (CANYON INN).  TURN LEFT OFF HIGHWAY AND
 SV1459'GO SOUTH FOR 40 YARDS TO A CATTLE GUARD, THENCE CONTINUE
 SV1459'SOUTHERLY ON BLADED ROAD FOR 0.5 MILE TO A FORK, TAKE RIGHT FORK
 SV1459'FOR 0.9 MILE TO END OF ROAD AT AIRWAY BEACON 28 AND STATION SITE.
 SV1459'
 SV1459'THE SURFACE, UNDERGROUND AND REFERENCE MARK 1 ARE STANDARD DISKS
 SV1459'SET IN 6-INCH ROUND CONCRETE POSTS.  THE STATION MARK, STAMPED
 SV1459'GOOD 1958, PROJECTS ABOUT 7 INCHES.
 SV1459'
 SV1459'REFERENCE MARK 1, STAMPED GOOD NO 1 1958, PROJECTS ABOUT 5
 SV1459'INCHES.
 SV1459'
 SV1459'THE BEACON IS A 4-LEGGED STEEL STRUCTURE 85 FEET HIGH.  MEASUREMENTS
 SV1459'AND OBSERVATIONS WERE MADE TO THE CENTER OF THE TOWER AT THE
 SV1459'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0235 ***********************************************************************
 NV0235  DESIGNATION -  GOODING 2 RM 4
 NV0235  PID         -  NV0235
 NV0235  STATE/COUNTY-  ID/GOODING
 NV0235  USGS QUAD   -  GOODING BUTTE (1992)
 NV0235
 NV0235                         *CURRENT SURVEY CONTROL
 NV0235  ___________________________________________________________________
 NV0235* NAD 83(1986)-  42 54 41.     (N)    114 45 06.     (W)     SCALED    
 NV0235* NAVD 88     -      1171.432  (meters)    3843.27   (feet)  ADJUSTED  
 NV0235  ___________________________________________________________________
 NV0235  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 NV0235  DYNAMIC HT  -        1170.867 (meters)    3841.42  (feet)  COMP
 NV0235  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 NV0235
 NV0235  VERT ORDER  -  SECOND    CLASS 0
 NV0235
 NV0235.The horizontal coordinates were scaled from a topographic map and have
 NV0235.an estimated accuracy of +/- 6 seconds.
 NV0235
 NV0235.The orthometric height was determined by differential leveling
 NV0235.and adjusted by the National Geodetic Survey in June 1991..
 NV0235
 NV0235.The geoid height was determined by GEOID03.
 NV0235
 NV0235.The dynamic height is computed by dividing the NAVD 88
 NV0235.geopotential number by the normal gravity value computed on the
 NV0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0235.degrees latitude (g = 980.6199 gals.).
 NV0235
 NV0235.The modeled gravity was interpolated from observed gravity values.
 NV0235
 NV0235;                    North         East    Units  Estimated Accuracy
 NV0235;SPC ID C     -   138,530.      438,620.      MT  (+/- 180 meters Scaled)
 NV0235
 NV0235                          SUPERSEDED SURVEY CONTROL
 NV0235
 NV0235  NGVD 29 (??/??/92) 1170.592  (m)         3840.52   (f) ADJ UNCH    2 0
 NV0235
 NV0235.Superseded values are not recommended for survey control.
 NV0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0235.See file dsdata.txt to determine how the superseded data were derived.
 NV0235
 NV0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH835534(NAD 83)
 NV0235_MARKER: DR = REFERENCE MARK DISK
 NV0235_SETTING: 80 = SET IN A BOULDER
 NV0235_SP_SET: BOULDER
 NV0235_STAMPING: GOODING 2 NO. 4 1945
 NV0235_MARK LOGO: CGS   
 NV0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0235+STABILITY: SURFACE MOTION
 NV0235
 NV0235  HISTORY     - Date     Condition        Report By
 NV0235  HISTORY     - 1945     MONUMENTED       CGS
 NV0235  HISTORY     - 1950     GOOD             NGS
 NV0235  HISTORY     - 19920513 MARK NOT FOUND   NGS
 NV0235
 NV0235                          STATION DESCRIPTION
 NV0235
 NV0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 NV0235'5.1 MI SW FROM GOODING.
 NV0235'3.8 MILES WEST ALONG STATE HIGHWAY 24 FROM THE HIGH SCHOOL AT GOODING,
 NV0235'THENCE 0.4 MILE SOUTH ALONG THE GOODING AIRPORT ROAD, THENCE 0.5 MILE
 NV0235'EAST ALONG THE EAST-WEST RUNWAY, THENCE 0.25 MILE SOUTH ALONG A TRACK
 NV0235'ROAD, THENCE 0.15 MILE SE ACROSS COUNTRY TO THE HIGHEST PART OF
 NV0235'GOODING BUTTE, 0.25 MILE SOUTHEAST OF A BEACON LIGHT TOWER, 24.6 FEET
 NV0235'WEST OF TRIANGULATION STATION GOODING, 24 FEET WEST OF A WITNESS POST,
 NV0235'21 1/2 FEET EAST OF A TRACK ROAD, IN THE TOP OF A SMALL BURIED
 NV0235'BOULDER, ABOUT LEVEL WITH THE TRACK ROAD, AND ABOUT FLUSH WITH THE
 NV0235'GROUND.
 NV0235
 NV0235                          STATION RECOVERY (1992)
 NV0235
 NV0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0235'MARK WAS SEARCHED FOR AND FOUND TO BE IN AN AREA OF CULTIVATION.  NOT
 NV0235'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1109 ***********************************************************************
 NV1109  DESIGNATION -  GOODING AIRPORT
 NV1109  PID         -  NV1109
 NV1109  STATE/COUNTY-  ID/GOODING
 NV1109  USGS QUAD   -  GOODING BUTTE (1992)
 NV1109
 NV1109                         *CURRENT SURVEY CONTROL
 NV1109  ___________________________________________________________________
 NV1109* NAD 83(1999)-  42 54 20.96517(N)    114 46 17.10346(W)     ADJUSTED  
 NV1109* NAVD 88     -      1122.7    (meters)    3683.     (feet)  VERTCON   
 NV1109  ___________________________________________________________________
 NV1109  X           -  -1,960,871.559 (meters)                     COMP
 NV1109  Y           -  -4,249,280.692 (meters)                     COMP
 NV1109  Z           -   4,320,598.391 (meters)                     COMP
 NV1109  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 NV1109  ELLIP HEIGHT-        1107.64  (meters)          (06/13/02) GPS OBS
 NV1109  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 NV1109
 NV1109  HORZ ORDER  -  SECOND
 NV1109  ELLP ORDER  -  FIFTH     CLASS II
 NV1109
 NV1109.This mark is at Gooding Municipal Airport (GNG)
 NV1109
 NV1109.The horizontal coordinates were established by classical geodetic methods
 NV1109.and adjusted by the National Geodetic Survey in June 2002..
 NV1109.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NV1109.DATUM ITEM on the data sheet items page.
 NV1109
 NV1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1109
 NV1109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NV1109
 NV1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1109
 NV1109.The ellipsoidal height was determined by GPS observations
 NV1109.and is referenced to NAD 83.
 NV1109
 NV1109.The geoid height was determined by GEOID03.
 NV1109
 NV1109;                    North         East     Units Scale Factor Converg.
 NV1109;SPC ID C     -   137,925.606   437,005.051   MT  0.99999617   -0 31 30.7
 NV1109;UTM  11      - 4,752,766.155   681,928.681   MT  1.00000720   +1 31 03.4
 NV1109
 NV1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1109!SPC ID C     -   0.99982632  x   0.99999617  =   0.99982249
 NV1109!UTM  11      -   0.99982632  x   1.00000720  =   0.99983352
 NV1109
 NV1109:                Primary Azimuth Mark                     Grid Az
 NV1109:SPC ID C     -  GOODING AIRPORT AIRWAY BCN 20            051 44 00.8
 NV1109:UTM  11      -  GOODING AIRPORT AIRWAY BCN 20            049 41 26.7
 NV1109
 NV1109|---------------------------------------------------------------------|
 NV1109| PID    Reference Object                     Distance      Geod. Az  |
 NV1109|                                                           dddmmss.s |
 NV1109| NV1108 GOODING AIRPORT AIRWAY BCN 20       APPROX. 1.7 KM 0511230.1 |
 NV1109| CD6120 CLOVER PP                                          07025     |
 NV1109| CD5150 GOODING AIRPORT RM 1                  7.424 METERS 19859     |
 NV1109| CD5151 GOODING AIRPORT RM 2                  5.454 METERS 33435     |
 NV1109| CD5149 GOODING AIRPORT AZ MK                              3595551.3 |
 NV1109|---------------------------------------------------------------------|
 NV1109
 NV1109                          SUPERSEDED SURVEY CONTROL
 NV1109
 NV1109  ELLIP H (10/07/92) 1107.93   (m)                       GP(       ) 5 2
 NV1109  NAD 83(1992)-  42 54 20.96028(N)    114 46 17.09989(W) AD(       ) 2
 NV1109  NAD 83(1986)-  42 54 20.95852(N)    114 46 17.09812(W) AD(       ) 2
 NV1109  NAD 27      -  42 54 21.30800(N)    114 46 13.90700(W) AD(       ) 2
 NV1109  NGVD 29 (07/19/86) 1121.9    (m)         3681.     (f) VERT ANG       
 NV1109
 NV1109.Superseded values are not recommended for survey control.
 NV1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1109.See file dsdata.txt to determine how the superseded data were derived.
 NV1109
 NV1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8192952766(NAD 83)
 NV1109_MARKER: DS = TRIANGULATION STATION DISK
 NV1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1109_SP_SET: CONCRETE POST
 NV1109_STAMPING: GOODING AIRPORT 1945
 NV1109_MARK LOGO: CGS   
 NV1109_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1109+STABILITY: SURFACE MOTION
 NV1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1109+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1990
 NV1109
 NV1109  HISTORY     - Date     Condition        Report By
 NV1109  HISTORY     - 1945     MONUMENTED       CGS
 NV1109  HISTORY     - 1945     GOOD             CGS
 NV1109  HISTORY     - 19900928 GOOD             NGS
 NV1109
 NV1109                          STATION DESCRIPTION
 NV1109
 NV1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1109'STATION IS LOCATED NEAR THE SW END OF THE GOODING AIRPORT WHICH
 NV1109'IS ABOUT 3 MILES SW OF THE TOWN OF GOODING.  IT IS 186 FEET
 NV1109'WNW OF THE SW CORNER OF N-S RUNWAY, 147.5 FEET N OF FENCE
 NV1109'CORNER MARKING THE PROPERTY LINE OF THE AIRPORT, 6.7 FEET
 NV1109'E OF A WHITE WOODEN WITNESS POST, AND 6 FEET E OF A WIRE FENCE.
 NV1109'
 NV1109'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 NV1109'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 NV1109'IN BOULDERS.
 NV1109'
 NV1109'STATION MARK IS STAMPED GOODING AIRPORT 1945 AND PROJECTS 2
 NV1109'INCHES ABOVE THE GROUND.  UNDERGROUND MARK IS NOT STAMPED.
 NV1109'
 NV1109'REFERENCE MARK 1 IS STAMPED GOODING AIRPORT 1945 NO 1, IS FLUSH
 NV1109'WITH THE GROUND, AND IS AT ABOUT THE SAME ELEVATION AS THE
 NV1109'STATION MARK.  IT IS 31.89 FEET E OF THE CENTER LINE OF GRADED
 NV1109'ROAD AND 21 INCHES W OF WIRE FENCE.
 NV1109'
 NV1109'REFERENCE MARK 2 IS STAMPED GOODING AIRPORT 1945 NO 2, IS FLUSH
 NV1109'WITH THE GROUND, AND IS AT ABOUT THE SAME ELEVATION AS THE
 NV1109'STATION MARK.  IT IS 31.87 FEET E OF THE CENTER LINE OF GRADED
 NV1109'ROAD AND 18 INCHES W OF WIRE FENCE.
 NV1109'
 NV1109'AZIMUTH MARK IS STAMPED GOODING AIRPORT 1945 AND IS FLUSH WITH
 NV1109'THE GROUND.  IT IS 220.4 FEET W OF THE W EDGE OF N-S RUNWAY,
 NV1109'25.21 FEET NE OF A FIELD BOUNDARY LIGHT, AND 12.2 FEET E OF
 NV1109'FENCE CORNER.
 NV1109'
 NV1109'TO REACH STATION FROM THE POST OFFICE IN GOODING, GO S ON
 NV1109'MAIN STREET AND HIGHWAY FOR 1.2 MILES.  TURN RIGHT (W) ON STATE
 NV1109'HIGHWAY 24 AND GO 2.9 MILES.  TURN LEFT (S) ON A GRADED ROAD
 NV1109'AND GO 1.6 MILES TO THE STATION ON THE LEFT, INSIDE THE
 NV1109'AIRPORT PROPERTY-LINE FENCE.
 NV1109
 NV1109                          STATION RECOVERY (1945)
 NV1109
 NV1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 NV1109'RECOVERED IN GOOD CONDITION.
 NV1109
 NV1109                          STATION RECOVERY (1990)
 NV1109
 NV1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NV1109'STATION IS LOCATED ABOUT 5 KM (3.1 MI) WEST-SOUTHWEST OF GOODING, AT
 NV1109'THE SOUTHWEST CORNER OF THE UNUSED AREA OF THE GOODING MUNICIPAL
 NV1109'AIRPORT, ALONG THE WEST PERIMETER FENCE, AND IN NORTHWEST 1/4 OF
 NV1109'SECTION 14, T 6 S, R 14 E.  OWNERSHIP--CITY OF GOODING, 398 5TH
 NV1109'AVENUE WEST, GOODING, ID 83330.  AIRPORT MANAGER IS DALE THOMAS,
 NV1109'PHONE 208-934-5934.
 NV1109'TO REACH FROM THE JUNCTION OF US HIGHWAY 26 AND STATE HIGHWAY 46 ON
 NV1109'THE SOUTH SIDE OF GOODING, GO WEST ON HIGHWAY 26 FOR 4.47 KM
 NV1109'(2.78 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  CONTINUE AHEAD
 NV1109'FOR 0.4 KM (0.2 MI) TO A CROSSROAD.  TURN LEFT, SOUTH, ON DIRT ROAD
 NV1109'FOR 2.1 KM (1.3 MI) TO A ROAD RIGHT.  CONTINUE AHEAD FOR 0.39 KM
 NV1109'(0.24 MI) TO THE STATION ON THE LEFT, JUST BEFORE REACHING A FENCE
 NV1109'CORNER AND A FIELD ROAD ON THE LEFT.
 NV1109'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST FLUSH
 NV1109'WITH THE GROUND.  IT IS 9.3 M (30.5 FT) EAST OF AND SLIGHTLY HIGHER
 NV1109'THAN THE ROAD CENTER, 2.2 M (7.2 FT) EAST OF THE FENCE, 1.9 M
 NV1109'(6.2 FT) EAST OF A FIBERGLASS WITNESS POST, AND 145.0 FT (44.2 M)
 NV1109'NORTH OF THE FENCE CORNER.
 NV1109'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0237 ***********************************************************************
 NV0237  DESIGNATION -  GOODING RESET
 NV0237  PID         -  NV0237
 NV0237  STATE/COUNTY-  ID/GOODING
 NV0237  USGS QUAD   -  GOODING BUTTE (1992)
 NV0237
 NV0237                         *CURRENT SURVEY CONTROL
 NV0237  ___________________________________________________________________
 NV0237* NAD 83(1992)-  42 54 40.24465(N)    114 45 06.55624(W)     ADJUSTED  
 NV0237* NAVD 88     -      1171.503  (meters)    3843.51   (feet)  ADJUSTED  
 NV0237  ___________________________________________________________________
 NV0237  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 NV0237  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 NV0237  DYNAMIC HT  -        1170.937 (meters)    3841.65  (feet)  COMP
 NV0237  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 NV0237
 NV0237  HORZ ORDER  -  FIRST
 NV0237  VERT ORDER  -  SECOND    CLASS 0
 NV0237
 NV0237.The horizontal coordinates were established by classical geodetic methods
 NV0237.and adjusted by the National Geodetic Survey in July 1992..
 NV0237
 NV0237.The orthometric height was determined by differential leveling
 NV0237.and adjusted by the National Geodetic Survey in June 1991..
 NV0237
 NV0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0237
 NV0237.The geoid height was determined by GEOID03.
 NV0237
 NV0237.The dynamic height is computed by dividing the NAVD 88
 NV0237.geopotential number by the normal gravity value computed on the
 NV0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0237.degrees latitude (g = 980.6199 gals.).
 NV0237
 NV0237.The modeled gravity was interpolated from observed gravity values.
 NV0237
 NV0237;                    North         East     Units Scale Factor Converg.
 NV0237;SPC ID C     -   138,506.033   438,610.644   MT  0.99999371   -0 30 42.9
 NV0237;UTM  11      - 4,753,403.460   683,512.587   MT  1.00001432   +1 31 52.1
 NV0237
 NV0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0237!SPC ID C     -   0.99981869  x   0.99999371  =   0.99981240
 NV0237!UTM  11      -   0.99981869  x   1.00001432  =   0.99983301
 NV0237
 NV0237|---------------------------------------------------------------------|
 NV0237| PID    Reference Object                     Distance      Geod. Az  |
 NV0237|                                                           dddmmss.s |
 NV0237| CD5153 GOODING RM 1                         10.825 METERS 02532     |
 NV0237| NV0960 GOODING TANK 1                      APPROX. 4.6 KM 0430125.6 |
 NV0237| NV0961 GOODING TANK 2                      APPROX. 5.2 KM 0493130.5 |
 NV0237| CD5152 GOODING AZ MK                                      0685213.0 |
 NV0237| CD5154 GOODING RM 3                                       0772718.7 |
 NV0237| NV0236 GOODING RM 2                         10.641 METERS 15816     |
 NV0237| CD5156 GOODING RM 4 UPSET                    7.416 METERS 27127     |
 NV0237| CD5155 GOODING RM 4                          7.500 METERS 27157     |
 NV0237| NV1108 GOODING AIRPORT AIRWAY BCN 20       APPROX. 0.5 KM 3271950.2 |
 NV0237|---------------------------------------------------------------------|
 NV0237
 NV0237                          SUPERSEDED SURVEY CONTROL
 NV0237
 NV0237  NAD 83(1986)-  42 54 40.24303(N)    114 45 06.55382(W) AD(       ) 1
 NV0237  NAD 27      -  42 54 40.59300(N)    114 45 03.36300(W) AD(       ) 1
 NV0237  NAVD 88 (01/19/93) 1171.50   (m)         3843.5    (f) LEVELING    3  
 NV0237  NGVD 29 (??/??/92) 1170.66   (m)         3840.7    (f) COMPUTED    2 0
 NV0237
 NV0237.Superseded values are not recommended for survey control.
 NV0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0237.See file dsdata.txt to determine how the superseded data were derived.
 NV0237
 NV0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8351353403(NAD 83)
 NV0237_MARKER: DS = TRIANGULATION STATION DISK
 NV0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0237_SP_SET: CONCRETE POST
 NV0237_STAMPING: GOODING 1935 1945
 NV0237_MARK LOGO: CGS   
 NV0237_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0237+STABILITY: SURFACE MOTION
 NV0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0237+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1992
 NV0237
 NV0237  HISTORY     - Date     Condition        Report By
 NV0237  HISTORY     - 1945     MONUMENTED       CGS
 NV0237  HISTORY     - 1950     GOOD             NGS
 NV0237  HISTORY     - 1950     MARK NOT FOUND   NGS
 NV0237  HISTORY     - 1970     GOOD             USGS
 NV0237  HISTORY     - 19920513 GOOD             NGS
 NV0237
 NV0237                          STATION DESCRIPTION
 NV0237
 NV0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV0237'STATION IS LOCATED ON THE SUMMIT OF GOODING BUTTE, A
 NV0237'SAGEBRUSH-COVERED HILL ABOUT 2.5 MILES SW OF GOODING.  IT IS
 NV0237'1.0 MILE SE OF THE GOODING AIRPORT, 0.5 MILE SE OF AIRWAY
 NV0237'BEACON NO. 20, 43 FEET E OF THE CENTER LINE OF A DIM TRACK
 NV0237'ROAD, AND 9 FEET S OF A WHITE WOODEN WITNESS POST.
 NV0237'
 NV0237'THE ORIGINAL STATION MARK WAS DESTROYED.  HOWEVER, A SECTION
 NV0237'OF THE POST FOUND ABOVE THE GROUND FITTED INTO A SECTION OF THE
 NV0237'POST STILL REMAINING IN ITS ORIGINAL POSITION.  THE PRONG
 NV0237'MARKS OF THE DISK APPEAR IN THE UPPER SECTION OF THE POST AND
 NV0237'WERE NOT EXPANDED.  THUS A GOOD RECOVERY WAS MADE POSSIBLE.  THE
 NV0237'DISTANCE TO THE PRONG MARKS FROM REFERENCE MARK 2 CHECKED THE
 NV0237'1935 MEASUREMENT AND A PLUMBING BENCH WAS SET UP AND AN
 NV0237'UNDERGROUND AND SURFACE MARK WERE SET TO COINCIDE WITH THE
 NV0237'OLD LOCATION.
 NV0237'
 NV0237'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 NV0237'POST PROJECTING 3 INCHES AND IS STAMPED GOODING 1935 1945.
 NV0237'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 NV0237'POST AND IS STAMPED GOODING 1935 1945.
 NV0237'
 NV0237'REFERENCE MARK 1 HAS BEEN DESTROYED.  A ROCK CONTAINING A DRILL
 NV0237'HOLE WAS FOUND LYING ABOVE GROUND NEAR THE SITE DESCRIBED IN THE
 NV0237'1935 DESCRIPTION.  A NEW REFERENCE MARK WAS ESTABLISHED.  IT
 NV0237'IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER AND
 NV0237'IS STAMPED GOODING NO 4 1945.  MARK IS FLUSH WITH THE GROUND,
 NV0237'IS LOCATED ABOUT 6 FEET S OF A TRACK ROAD, AND IS AT ABOUT THE
 NV0237'SAME ELEVATION AS THE STATION MARK.
 NV0237'
 NV0237'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  IT IS A BRONZE
 NV0237'REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING
 NV0237'3 INCHES ABOVE GROUND.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 NV0237'STATION MARK AND IS STAMPED GOODING U S C AND G S AND S S
 NV0237'NO 2 1935.
 NV0237'
 NV0237'AZIMUTH MARK WAS NOT RECOVERED IN THE DIRECTION GIVEN IN THE
 NV0237'1935 DESCRIPTION.  HOWEVER, A DRILL HOLE WAS FOUND IN A BOULDER
 NV0237'ABOUT 10 DEG TO THE RIGHT OF THE DIRECTION GIVEN IN THE 1935
 NV0237'DESCRIPTION.  A NEW AZIMUTH MARK WAS ESTABLISHED.  IT IS ABOUT
 NV0237'0.2 MILE E OF THE STATION, ALONG THE CREST OF A LOW RIDGE, AND
 NV0237'63 FEET N OF THE CENTER LINE OF TRACK ROAD WHICH LEADS TO THE
 NV0237'STATION.  IT IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 NV0237'ONE OF A NUMBER OF LARGE BOULDERS WHICH LIE ALONG THE CREST OF
 NV0237'THE RIDGE.  IT IS STAMPED GOODING NO 5 1945.
 NV0237'
 NV0237'TO REACH STATION FROM THE POST OFFICE IN GOODING, GO S ON
 NV0237'THE MAIN STREET AND HIGHWAY FOR 1.2 MILES.  TURN RIGHT (W) ON
 NV0237'STATE HIGHWAY 24 AND GO 1.0 MILE, TURN LEFT (S) ONTO A GRADED
 NV0237'ROAD AND GO 0.9 MILE.  TURN RIGHT (W), PASS THROUGH A WIRE
 NV0237'GATE, AND GO 0.15 MILE.  TAKE THE RIGHT FORK UP A STEEP HILL
 NV0237'AND GO 0.55 MILE TO A SMALL SADDLE BETWEEN TWO ROCK OUTCROPS AND
 NV0237'THE AZIMUTH MARK IN A LARGE BOULDER 63 FEET N OF THE ROAD.
 NV0237'CONTINUE ON TRACK ROAD 0.35 MILE TO HIGH GROUND AND THE STATION.
 NV0237
 NV0237                          STATION RECOVERY (1950)
 NV0237
 NV0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 NV0237'5.1 MI SW FROM GOODING.
 NV0237'3.8 MILES WEST ALONG STATE HIGHWAY 24 FROM THE HIGH SCHOOL AT GOODING,
 NV0237'THENCE 0.4 MILE SOUTH ALONG THE GOODING AIRPORT ROAD, THENCE 0.5 MILE
 NV0237'EAST ALONG THE EAST-WEST RUNWAY, THENCE 0.25 MILE SOUTH ALONG A TRACK
 NV0237'ROAD, THENCE 0.15 MILE SOUTHEAST ACROSS COUNTRY TO THE HIGHEST PART OF
 NV0237'GOODING BUTTE, 0.3 MILE SOUTHEAST OF A BEACON LIGHT TOWER, 44 1/2 FEET
 NV0237'EAST OF THE CENTER LINE OF A TRACK ROAD WHICH CROSSES THE BUTTE, 8.9
 NV0237'FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK ROAD, AND SET
 NV0237'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NV0237'NOTE-- THE RADIO STATION MENTIONED IN THE DESCRIPTION HAS BEEN MOVED
 NV0237'AND IMPROVEMENTS HAVE BEEN MADE IN THE VICINITY. THERE HAS BEEN SOME
 NV0237'FILLING DONE IN THE VICINITY FOR AN EXTENSION OF THE RUNWAY AND IT IS
 NV0237'POSSIBLE THE CONCRETE PLATEFORM MENTIONED IN THE OLD DESCRIPTION IS
 NV0237'COVERED BY THE FILL OR WAS DESTROYED DURING THE CONSTRUCTION WORK IN
 NV0237'THE VICINITY.
 NV0237
 NV0237                          STATION RECOVERY (1950)
 NV0237
 NV0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 NV0237'MARK NOT FOUND.
 NV0237
 NV0237                          STATION RECOVERY (1970)
 NV0237
 NV0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NV0237'INSTRUMENT STAND 4.5 FT ABOVE STATION MARK.
 NV0237'
 NV0237'ALL MARKS IN GOOD CONDITION EXCEPT AS FOLLOWS--REFERENCE MARK
 NV0237'NO. 4--A USC AND GS REFERENCE MARK TABLET STAMPED GOODING 2 NO
 NV0237'4 1945 IS TILTED AT ABOUT A 30 DEG ANGLE.  NEW TO REACH
 NV0237'FOLLOWS--
 NV0237'
 NV0237'TO REACH FROM JCT. OF U.S. HIGHWAYS 20-26 AND STATE HIGHWAY 46
 NV0237'AT SOUTH END OF GOODING, GO W. ON HIGHWAYS 20-26 1.0 MI TO X-RDS.
 NV0237'TURN LEFT ON GRAVELED RD. 1.0 MI TO POLE LINE AND FIELD RD. W.
 NV0237'TURN RIGHT ALONG POLE LINE RD. 0.6 MI.  THENCE RIGHT ALONG FIELD
 NV0237'LINE 0.1 MI TO GATE.  PASS THROUGH GATE AND GO 0.1 MI TO SADDLE.
 NV0237'THENCE SHARP LEFT UPHILL ON TRACK RD. TO HIGHEST POINT OF TOP
 NV0237'AND STATION SITE.
 NV0237
 NV0237                          STATION RECOVERY (1992)
 NV0237
 NV0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0237'THE STATION MARK WAS RECOVERED IN GOOD GONDITION.  REFERENCE MARKS 2
 NV0237'AND 4 AND THE AZIMUTH MARK WERE NOT RECOVERED.  DUE TO CHANGES IN THE
 NV0237'AREA AND FARMING NO NEW MARKS WERE SET AND A COMPLETE NEW DESCRIPTION
 NV0237'FOLLOWS.
 NV0237'STATION IS LOCATED ON THE SUMMIT ON GOODING BUTTE, WHICH IS NOW
 NV0237'PLANTED IN WHEAT.  LOCATED ABOUT 1.5 KM (0.9 MI) SOUTHWEST OF GOODING
 NV0237'AND 0.6 KM (0.4 MI) SOUTHEAST OF THE GOODING AIRPORT.
 NV0237'OWNERSHIP--DAVE BLOXHAM PHONE-208-934-4922.
 NV0237'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 26 AND STATE HIGHWAY 46
 NV0237'WHICH IS AT THE SOUTH EDGE OF GOODING.  GO WEST ON U.S. HIGHWAY 26
 NV0237'FOR 1.57 KM (0.98 MI) TO A PAVED CROSS-ROADS (1800 E).  TURN LEFT AND
 NV0237'GO SOUTH ON 1800 E FOR 1.95 KM (1.21 MI) TO A DIRT TRACK FIELD ROAD
 NV0237'RIGHT JUST BEFORE REACHING A CONCRETE CULVERT.  TURN RIGHT AND GO
 NV0237'WESTERLY ON DIRT TRACK ROAD FOLLOWING A POWERLINE TO A FORK.  TAKE
 NV0237'RIGHT FORK AND CONTINUE AHEAD WESTERLY FOLLOWING THE POWERLINE ON THE
 NV0237'DIRT ROAD FOR 1.29 KM (0.80 MI) TO A IRRIGATION PUMP AND THE END OF
 NV0237'THE POWERLINE AND A TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW THE
 NV0237'TRACK ROAD FOR 0.9 KM (0.6 MI) TO THE TOP OF THE HILL AND THE MARK ON
 NV0237'THE RIGHT ABOUT 60.0 M (196.8 FT) .
 NV0237'MARK IS A 30-CM SQUARE CONCRETE POST SET NEAR THE CENTER OF A 20-METER
 NV0237'ROUND PORTION OF THE WHEAT FIELD THAT IS NOT UNDER CULTIVATION.
 NV0237'LOCATED 1.45 M (4.76 FT) NORTH OF A FIBERGLASS WITNESS POST.
 NV0237'NOTE--THE TO REACH COULD CHANGE DEPENDING ON THE TIME OF YEAR.
 NV0237'IT IS RECOMMENDED THE PROPERTY OWNER BE CONTACTED BEFORE DRIVEING TO
 NV0237'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0236 ***********************************************************************
 NV0236  DESIGNATION -  GOODING RM 2
 NV0236  PID         -  NV0236
 NV0236  STATE/COUNTY-  ID/GOODING
 NV0236  USGS QUAD   -  GOODING BUTTE (1992)
 NV0236
 NV0236                         *CURRENT SURVEY CONTROL
 NV0236  ___________________________________________________________________
 NV0236* NAD 83(1986)-  42 54 40.     (N)    114 45 06.     (W)     SCALED    
 NV0236* NAVD 88     -      1171.321  (meters)    3842.91   (feet)  ADJUSTED  
 NV0236  ___________________________________________________________________
 NV0236  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 NV0236  DYNAMIC HT  -        1170.756 (meters)    3841.06  (feet)  COMP
 NV0236  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 NV0236
 NV0236  VERT ORDER  -  SECOND    CLASS 0
 NV0236
 NV0236.The horizontal coordinates were scaled from a topographic map and have
 NV0236.an estimated accuracy of +/- 6 seconds.
 NV0236
 NV0236.The orthometric height was determined by differential leveling
 NV0236.and adjusted by the National Geodetic Survey in June 1991..
 NV0236
 NV0236.The geoid height was determined by GEOID03.
 NV0236
 NV0236.The dynamic height is computed by dividing the NAVD 88
 NV0236.geopotential number by the normal gravity value computed on the
 NV0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0236.degrees latitude (g = 980.6199 gals.).
 NV0236
 NV0236.The modeled gravity was interpolated from observed gravity values.
 NV0236
 NV0236;                    North         East    Units  Estimated Accuracy
 NV0236;SPC ID C     -   138,500.      438,620.      MT  (+/- 180 meters Scaled)
 NV0236
 NV0236                          SUPERSEDED SURVEY CONTROL
 NV0236
 NV0236  NGVD 29 (??/??/92) 1170.481  (m)         3840.15   (f) ADJ UNCH    2 0
 NV0236
 NV0236.Superseded values are not recommended for survey control.
 NV0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0236.See file dsdata.txt to determine how the superseded data were derived.
 NV0236
 NV0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH835533(NAD 83)
 NV0236_MARKER: DR = REFERENCE MARK DISK
 NV0236_SETTING: 80 = SET IN A BOULDER
 NV0236_SP_SET: BOULDER
 NV0236_STAMPING: GOODING NO. 2 1935
 NV0236_MARK LOGO: CGS   
 NV0236_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0236+STABILITY: SURFACE MOTION
 NV0236
 NV0236  HISTORY     - Date     Condition        Report By
 NV0236  HISTORY     - 1935     MONUMENTED       CGS
 NV0236  HISTORY     - 1950     GOOD             NGS
 NV0236  HISTORY     - 19920513 MARK NOT FOUND   NGS
 NV0236
 NV0236                          STATION DESCRIPTION
 NV0236
 NV0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 NV0236'5.1 MI SW FROM GOODING.
 NV0236'3.8 MILES WEST ALONG STATE HIGHWAY 24 FROM THENCE 0.4 MILE SOUTH ALONG
 NV0236'THE GOODING AIRPORT ROAD, THENCE 0.5 MILE EAST ALONG THE EAST-WEST
 NV0236'RUNWAY, THENCE 0.25 MILE SOUTH ALONG A TRACK ROAD, THENCE 0.15 MILE
 NV0236'SOUTHEAST ACROSS COUNTRY TO THE HIGHEST PART OF GOODING BUTTLE. 0.25
 NV0236'MILE SOUTHEAST OF A BEACON LIGHT TOWER, 49 1/2 FEET EAST OF THE CENTER
 NV0236'LINE OF A TRACK ROAD, 34.9 FEET SOUTH OF TRIANGULATION STATION
 NV0236'GOODING, IN THE TOP OF THE EAST END OF A SMALL BOULDER PROJECTING 0.4
 NV0236'FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE TRACK ROAD.
 NV0236
 NV0236                          STATION RECOVERY (1992)
 NV0236
 NV0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0236'MARK WAS SEARCHED FOR AND FOUND TO BE IN AN AREA OF CULTIVATION. MARK
 NV0236'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0960 ***********************************************************************
 NV0960  DESIGNATION -  GOODING TANK 1
 NV0960  PID         -  NV0960
 NV0960  STATE/COUNTY-  ID/GOODING
 NV0960  USGS QUAD   -  GOODING (1992)
 NV0960
 NV0960                         *CURRENT SURVEY CONTROL
 NV0960  ___________________________________________________________________
 NV0960* NAD 83(1992)-  42 56 28.40720(N)    114 42 49.12771(W)     ADJUSTED  
 NV0960* NAVD 88     -      1090.0    (meters)    3576.     (feet)  VERTCON   
 NV0960  ___________________________________________________________________
 NV0960  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 NV0960  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 NV0960
 NV0960  HORZ ORDER  -  THIRD
 NV0960
 NV0960.The horizontal coordinates were established by classical geodetic methods
 NV0960.and adjusted by the National Geodetic Survey in July 1992..
 NV0960
 NV0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0960
 NV0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0960
 NV0960.The geoid height was determined by GEOID03.
 NV0960
 NV0960;                    North         East     Units Scale Factor Converg.
 NV0960;SPC ID C     -   141,816.489   441,756.086   MT  0.99998909   -0 29 10.3
 NV0960;UTM  11      - 4,756,824.079   686,538.067   MT  1.00002809   +1 33 28.9
 NV0960
 NV0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0960!SPC ID C     -   0.99983145  x   0.99998909  =   0.99982054
 NV0960!UTM  11      -   0.99983145  x   1.00002809  =   0.99985954
 NV0960
 NV0960                          SUPERSEDED SURVEY CONTROL
 NV0960
 NV0960  NAD 83(1986)-  42 56 28.40534(N)    114 42 49.12570(W) AD(       ) 4
 NV0960  NGVD 29 (01/23/89) 1089.2    (m)         3573.     (f) VERT ANG       
 NV0960
 NV0960.Superseded values are not recommended for survey control.
 NV0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0960.See file dsdata.txt to determine how the superseded data were derived.
 NV0960
 NV0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8653856824(NAD 83)
 NV0960_MARKER: 54 = WATER TOWER
 NV0960
 NV0960  HISTORY     - Date     Condition        Report By
 NV0960  HISTORY     - 1947     FIRST OBSERVED   USGS
 NV0960
 NV0960                          STATION DESCRIPTION
 NV0960
 NV0960'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NV0960'LOCATED IN GOODING BEHIND GOODING COUNTY COURTHOUSE AND LINCOLN INN.
 NV0960'
 NV0960'STATION MARK AND SIGNAL--CENTER OF STEEL WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0961 ***********************************************************************
 NV0961  DESIGNATION -  GOODING TANK 2
 NV0961  PID         -  NV0961
 NV0961  STATE/COUNTY-  ID/GOODING
 NV0961  USGS QUAD   -  GOODING (1992)
 NV0961
 NV0961                         *CURRENT SURVEY CONTROL
 NV0961  ___________________________________________________________________
 NV0961* NAD 83(1992)-  42 56 29.28579(N)    114 42 12.56966(W)     ADJUSTED  
 NV0961* NAVD 88     -      1091.1    (meters)    3580.     (feet)  VERTCON   
 NV0961  ___________________________________________________________________
 NV0961  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 NV0961  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 NV0961
 NV0961  HORZ ORDER  -  THIRD
 NV0961
 NV0961.The horizontal coordinates were established by classical geodetic methods
 NV0961.and adjusted by the National Geodetic Survey in July 1992..
 NV0961
 NV0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0961
 NV0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0961
 NV0961.The geoid height was determined by GEOID03.
 NV0961
 NV0961;                    North         East     Units Scale Factor Converg.
 NV0961;SPC ID C     -   141,836.617   442,585.112   MT  0.99998791   -0 28 45.4
 NV0961;UTM  11      - 4,756,873.769   687,365.882   MT  1.00003190   +1 33 53.8
 NV0961
 NV0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0961!SPC ID C     -   0.99983128  x   0.99998791  =   0.99981919
 NV0961!UTM  11      -   0.99983128  x   1.00003190  =   0.99986318
 NV0961
 NV0961                          SUPERSEDED SURVEY CONTROL
 NV0961
 NV0961  NAD 83(1986)-  42 56 29.28394(N)    114 42 12.56771(W) AD(       ) 4
 NV0961  NGVD 29 (01/23/89) 1090.2    (m)         3577.     (f) VERT ANG       
 NV0961
 NV0961.Superseded values are not recommended for survey control.
 NV0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0961.See file dsdata.txt to determine how the superseded data were derived.
 NV0961
 NV0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8736656874(NAD 83)
 NV0961_MARKER: 54 = WATER TOWER
 NV0961
 NV0961  HISTORY     - Date     Condition        Report By
 NV0961  HISTORY     - 1947     FIRST OBSERVED   USGS
 NV0961
 NV0961                          STATION DESCRIPTION
 NV0961
 NV0961'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NV0961'LOCATED IN GOODING, 0.5 MI. E. OF POST OFFICE AND ACROSS THE HIGHWAY
 NV0961'FROM THE MUNICIPAL SWIMMING POOL.
 NV0961'
 NV0961'TO REACH FROM GOODING POST OFFICE, DRIVE E. ON THIRD AVENUE FOR 0.5
 NV0961'MI. TO JUNCTION WITH U.S. HIGHWAY 20 AT SWIMMING POOL AND STATION.
 NV0961'
 NV0961'STATION MARK AND SIGNAL--CENTER OF STEEL WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1379 ***********************************************************************
 QB1379  DESIGNATION -  GOODRICH
 QB1379  PID         -  QB1379
 QB1379  STATE/COUNTY-  ID/WASHINGTON
 QB1379  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB1379
 QB1379                         *CURRENT SURVEY CONTROL
 QB1379  ___________________________________________________________________
 QB1379* NAD 83(1992)-  44 37 00.49290(N)    116 31 50.22219(W)     ADJUSTED  
 QB1379* NAVD 88     -      1117.5    (meters)    3666.     (feet)  VERTCON   
 QB1379  ___________________________________________________________________
 QB1379  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 QB1379  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 QB1379
 QB1379  HORZ ORDER  -  THIRD
 QB1379
 QB1379.The horizontal coordinates were established by classical geodetic methods
 QB1379.and adjusted by the National Geodetic Survey in July 1992..
 QB1379
 QB1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1379
 QB1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1379
 QB1379.The geoid height was determined by GEOID03.
 QB1379
 QB1379;                    North         East     Units Scale Factor Converg.
 QB1379;SPC ID W     -   328,021.569   738,046.028   MT  0.99998052   -0 32 53.9
 QB1379;UTM  11      - 4,940,490.710   537,240.300   MT  0.99961705   +0 19 46.8
 QB1379
 QB1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1379!SPC ID W     -   0.99982731  x   0.99998052  =   0.99980783
 QB1379!UTM  11      -   0.99982731  x   0.99961705  =   0.99944442
 QB1379
 QB1379                          SUPERSEDED SURVEY CONTROL
 QB1379
 QB1379  NAD 83(1990)-  44 37 00.48976(N)    116 31 50.22975(W) AD(       ) 3
 QB1379  NGVD 29 (09/26/91) 1116.5    (m)         3663.     (f) VERT ANG       
 QB1379
 QB1379.Superseded values are not recommended for survey control.
 QB1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1379.See file dsdata.txt to determine how the superseded data were derived.
 QB1379
 QB1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK3724040491(NAD 83)
 QB1379_MARKER: DD = SURVEY DISK
 QB1379_SETTING: 80 = SET IN A BOULDER
 QB1379_SP_SET: PARTIALLY EXPOSED BOULDER
 QB1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1379+STABILITY: SURFACE MOTION
 QB1379
 QB1379  HISTORY     - Date     Condition        Report By
 QB1379  HISTORY     - 1907     MONUMENTED       USGS
 QB1379  HISTORY     - 1953     GOOD             USGS
 QB1379  HISTORY     - 1954     GOOD             USGS
 QB1379
 QB1379                          STATION DESCRIPTION
 QB1379
 QB1379'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QB1379'LOCATED ABOUT 4.0 MI. W. OF MESA AND 8.0 MI. SW. OF COUNCIL, ON
 QB1379'BRUSHY TOPPED HILL.
 QB1379'
 QB1379'TO REACH FROM SCHOOLHOUSE IN MESA, DRIVE S. ON U.S. HIGHWAY 95 FOR
 QB1379'7.2 MI. TO TRACK RD. LEADING SHARP RIGHT, TAKE TRACK RD. AND FOLLOW
 QB1379'PAST FARMHOUSE ON RIGHT FOR 2.9 MI. TO SADDLE.  STATION IS LOCATED
 QB1379'ON HILL W. ABOUT 10 MIN. PACK.
 QB1379'
 QB1379'STATION MARK--STANDARD TABLET, NOT STAMPED---CEMENTED IN BOULDER.
 QB1379'
 QB1379'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---,
 QB1379'---GOODRICH NO 1 1953---, CEMENTED IN BOULDER, 19.80 FT. FROM STATION
 QB1379'MARK 83 DEGREES 54 MINUTES SW.
 QB1379'
 QB1379'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---,
 QB1379'---GOODRICH NO 2 1953---, CEMENTED IN BOULDER, 8.05 FT. FROM STATION
 QB1379'MARK 07 DEGREES 14 MINUTES NE.
 QB1379'
 QB1379'NOTE BY USGS, 1954--FOUND AS DESCRIBED. ALL MARKS IN GOOD CONDITION.
 QB1379
 QB1379                          STATION RECOVERY (1954)
 QB1379
 QB1379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QB1379'DESCRIBED IN U.S. GEOLOGICAL SURVEY BULLETIN 440, P. 181, AS FOLLOWS
 QB1379'
 QB1379'ON A PROMINENT BALD HILL, ABOUT 2.0 MI. SE. OF GOODRICH.  STATION IS
 QB1379'ABOUT CENTER OF HILL AT HIGHEST POINT.
 QB1379'
 QB1379'STATION MARK--ALUMINUM TABLET IN LARGE BOULDER 9 FT. NEARLY N. FROM
 QB1379'CAIRN.
 QB1379'
 QB1379'REFERENCE MARK--A CAIRN 5 FT. HIGH, 6 FT. IN DIAMETER AT BASE.
 QB1379'
 QB1379'LIST OF USGS, 1953--PREVIOUS DESCRIPTION NOT ADEQUATE.  NEW
 QB1379'DESCRIPTION AS FOLLOWS
 QB1379'
 QB1379'LOCATED ABOUT 4.0 MI. W. OF MESA AND 8.0 MI. SW. OF COUNCIL, ON BRUSHY
 QB1379'TOPPED HILL.
 QB1379'
 QB1379'TO REACH FROM SCHOOLHOUSE IN MESA, DRIVE S. ON U.S. HIGHWAY 95 FOR 7.2
 QB1379'MI. TO TRACK RD. LEADING SHARP RIGHT, TAKE TRACK RD. AND FOLLOW PAST
 QB1379'FARMHOUSE ON RIGHT FOR 2.9 MI. TO SADDLE.  STATION IS LOCATED ON HILL
 QB1379'W.  ABOUT 10 MINUTE PACK.
 QB1379'
 QB1379'STATION MARK--STANDARD TABLET, NOT STAMPED, CEMENTED IN BOULDER.
 QB1379'
 QB1379'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---,
 QB1379'---GOODRICH NO 1 1953---, CEMENTED IN BOULDER, 19.80 FT. FROM STATION
 QB1379'MARK 83 DEGREES 54 MINUTES SW.
 QB1379'
 QB1379'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---,
 QB1379'---GOODRICH NO 2 1953---, CEMENTED IN BOULDER, 8.05 FT. FROM STATION
 QB1379'MARK 07 DEGREES 14 MINUTES NE.
 QB1379'
 QB1379'LIST OF USGS, 1954--FOUND AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0741 ***********************************************************************
 QZ0741  DESIGNATION -  GOSPEL
 QZ0741  PID         -  QZ0741
 QZ0741  STATE/COUNTY-  ID/IDAHO
 QZ0741  USGS QUAD   -  HANOVER MOUNTAIN (1995)
 QZ0741
 QZ0741                         *CURRENT SURVEY CONTROL
 QZ0741  ___________________________________________________________________
 QZ0741* NAD 83(1992)-  45 37 13.74913(N)    115 56 24.87662(W)     ADJUSTED  
 QZ0741* NAVD 88     -      2545.0    (meters)    8350.     (feet)  VERTCON   
 QZ0741  ___________________________________________________________________
 QZ0741  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 QZ0741  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 QZ0741
 QZ0741  HORZ ORDER  -  FIRST
 QZ0741
 QZ0741.The horizontal coordinates were established by classical geodetic methods
 QZ0741.and adjusted by the National Geodetic Survey in July 1992..
 QZ0741
 QZ0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0741
 QZ0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0741
 QZ0741.The geoid height was determined by GEOID03.
 QZ0741
 QZ0741;                    North         East     Units Scale Factor Converg.
 QZ0741;SPC ID W     -   439,278.626   785,163.672   MT  0.99993604   -0 08 09.5
 QZ0741;UTM  11      - 5,052,428.402   582,618.516   MT  0.99968392   +0 45 26.9
 QZ0741
 QZ0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0741!SPC ID W     -   0.99960355  x   0.99993604  =   0.99953962
 QZ0741!UTM  11      -   0.99960355  x   0.99968392  =   0.99928760
 QZ0741
 QZ0741|---------------------------------------------------------------------|
 QZ0741| PID    Reference Object                     Distance      Geod. Az  |
 QZ0741|                                                           dddmmss.s |
 QZ0741| CH7419 GOSPEL RM 2                          12.280 METERS 03703     |
 QZ0741| QZ0735 OREGON BUTTE LOOKOUT HOUSE          APPROX.23.9 KM 1171829.6 |
 QZ0741| CH7418 GOSPEL RM 1                          16.374 METERS 12502     |
 QZ0741| CH7417 GOSPEL AZ MK                                       2504329.4 |
 QZ0741|---------------------------------------------------------------------|
 QZ0741
 QZ0741                          SUPERSEDED SURVEY CONTROL
 QZ0741
 QZ0741  NAD 83(1986)-  45 37 13.75046(N)    115 56 24.87436(W) AD(       ) 1
 QZ0741  NAD 27      -  45 37 14.12703(N)    115 56 21.38334(W) AD(       ) 1
 QZ0741  NGVD 29 (07/19/86) 2543.6    (m)         8345.     (f) VERT ANG       
 QZ0741
 QZ0741.Superseded values are not recommended for survey control.
 QZ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0741.See file dsdata.txt to determine how the superseded data were derived.
 QZ0741
 QZ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL8261952428(NAD 83)
 QZ0741_MARKER: Z = SEE DESCRIPTION
 QZ0741_SETTING: 0 = UNSPECIFIED SETTING
 QZ0741
 QZ0741  HISTORY     - Date     Condition        Report By
 QZ0741  HISTORY     - 1945     MONUMENTED       CGS
 QZ0741  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QZ0741  HISTORY     - 1962     GOOD             USGS
 QZ0741
 QZ0741                          STATION DESCRIPTION
 QZ0741
 QZ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QZ0741'STATION IS LOCATED ON THE HIGHEST POINT OF A SHARP ROCKY PEAK
 QZ0741'KNOWN AS GOSPEL HILL, ON THE DIVIDE BETWEEN THE SALMON RIVER
 QZ0741'AND SOUTH FORK OF THE CLEAR-WATER RIVER, AT THE HEAD OF SLATE
 QZ0741'CREEK, ABOUT 23 MILES SE OF GRANGEVILLE, AND 23 MILES NE OF
 QZ0741'RIGGINS.
 QZ0741'
 QZ0741'STATION MARK 1 IS A BRONZE STATION DISK SET IN A DRILL HOLE
 QZ0741'IN OUTCROPPING BEDROCK.  IT IS STAMPED GOSPEL 1945.
 QZ0741'
 QZ0741'TO REACH THE STATION FROM THE POST OFFICE IN RIGGINS, GO N ON
 QZ0741'U.S. HIGHWAY 95 FOR 20.2 MILES TO THE SLATE CREEK STORE ON
 QZ0741'RIGHT, CONTINUE 0.25 MILE TO A DIRT ROAD RIGHT.  TURN SHARP
 QZ0741'RIGHT AS PER SIGN SLATE CREEK RANGER STATION AND FOLLOW MAIN
 QZ0741'ROAD UP SLATE CREEK FOR 13.45 MILES TO A FORK.  KEEP THE LEFT
 QZ0741'FORK 4.95 MILES TO A ROAD SHARP RIGHT AND A SIGN FLORENCE.
 QZ0741'CONTINUE STRAIGHT AHEAD 0.1 MILE TO A T-INTERSECTION AND SIGN
 QZ0741'ADAMS CREEK RANGER STATION 2 MI.  TURN RIGHT ON GOSPEL ROAD
 QZ0741'1.7 MILES TO A FORK, TAKE LEFT FORK 5.7 MILES TO THE END OF
 QZ0741'TRUCK TRAVEL AT A SIGN ON THE LEFT GOSPEL PEAK, ELEV. 8329.
 QZ0741'FROM HERE PACK LEFT OR NE TO THE HIGHEST POINT AND THE
 QZ0741'STATION.  A 40-MINUTE PACK.
 QZ0741'
 QZ0741'NOTE-- DUE TO DEEP SNOW THE REFERENCE MARKS AND THE AZIMUTH
 QZ0741'MARK WERE NOT OBSERVED.
 QZ0741
 QZ0741                          STATION RECOVERY (1946)
 QZ0741
 QZ0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0741'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 QZ0741'RECOVERED AS ORIGINALLY DESCRIBED AND WERE IN GOOD CONDITION.
 QZ0741'
 QZ0741'STATION IS LOCATED ON THE HIGHEST POINT OF A SHARP ROCKY PEAK
 QZ0741'KNOWN AS GOSPEL HILL, ON THE DIVIDE BETWEEN THE SALMON RIVER
 QZ0741'AND SOUTH FORK OF THE CLEARWATER RIVER, AT THE HEAD OF SLATE
 QZ0741'CREEK, ABOUT 23 MILES SE OF GRANGEVILLE, AND 23 MILES NE OF
 QZ0741'RIGGINS.
 QZ0741'
 QZ0741'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 QZ0741'OUTCROPPING BEDROCK.  DISK IS STAMPED GOSPEL 1945.
 QZ0741'
 QZ0741'REFERENCE MARK 1, STAMPED GOSPEL NO 1 1945, IS A BRONZE
 QZ0741'REFERENCE DISK SET IN A LARGE BOULDER, PART OF ROCKY OUTCROP
 QZ0741'ON THE NE RIM OF PEAK.  IT IS 18 FEET LOWER THAN THE STATION
 QZ0741'MARK.
 QZ0741'
 QZ0741'REFERENCE MARK 2, STAMPED GOSPEL NO 2 1945, IS A BRONZE REFERENCE
 QZ0741'DISK SET IN TOP OF BEDROCK, PART OF ROCKY OUTCROP ON SAME
 QZ0741'RIDGE AS STATION MARK.  IT IS 5 FEET LOWER THAN THE STATION
 QZ0741'MARK.
 QZ0741'
 QZ0741'AZIMUTH MARK, STAMPED GOSPEL 1945, IS A BRONZE AZIMUTH DISK
 QZ0741'SET FLUSH IN A LARGE FLAT-SURFACED GRANITE BOULDER.  IT IS 80
 QZ0741'YARDS E OF END OF TRUCK TRAVEL, ON SE SLOPE OF GOSPEL HILL.
 QZ0741'
 QZ0741'THE FOLLOWING IS A NEW DESCRIPTION FOR REACHING THE STATION,
 QZ0741'ALTHOUGH THE ORIGINAL DESCRIPTION IS ADEQUATE.
 QZ0741'
 QZ0741'TO REACH THE STATION FROM THE POST OFFICE IN RIGGINS, GO N ON
 QZ0741'U.S. HIGHWAY 95 FOR 19.3 MILES TO SLATE CREEK STORE ON RIGHT,
 QZ0741'CONTINUE FOR 0.3 MILE TO DIRT ROAD RIGHT.  TURN SHARP RIGHT
 QZ0741'AS PER SIGN SLATE CREEK RANGER STATION 5 AND FOLLOW MAIN ROAD
 QZ0741'UP SLATE CREEK FOR 12.9 MILES TO Y-FORK AND SIGN ADAMS R.S.
 QZ0741'7 FLORENCE 19.  KEEP LEFT FORK FOR 4.8 MILES TO A ROAD SHARP
 QZ0741'RIGHT.  CONTINUE STRAIGHT AHEAD 0.1 MILE TO T-INTERSECTION AND
 QZ0741'SIGNS ADAMS CREEK RANGER STATION 2 AND MOORES ADM SITE 12.
 QZ0741'TURN RIGHT ON GOSPEL ROAD 1.7 MILES TO A FORK WITH SIGN SLATE
 QZ0741'LAKE 6, KEEP LEFT FORK FOR 5.6 MILES TO END OF TRUCK TRAVEL
 QZ0741'AT A SIGN ON THE LEFT GOSPEL PEAK, ELEV 8329.  FROM HERE
 QZ0741'PACK LEFT UP SLOPE OF RIDGE TO THE NE, TO THE HIGHEST
 QZ0741'POINT AND STATION.  A 40-MINUTE PACK.
 QZ0741'
 QZ0741'THE ABOVE DISTANCES AND DIRECTIONS WERE OBTAINED IN 1946.
 QZ0741'DUE TO DEEP SNOW, THIS DATA WAS NOT OBTAINED IN 1945.
 QZ0741
 QZ0741                          STATION RECOVERY (1962)
 QZ0741
 QZ0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0741'RECOVERED AS DESCRIBED BY NGS.
 QZ0741'
 QZ0741'REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0703 ***********************************************************************
 QA0703  DESIGNATION -  GOSSI
 QA0703  PID         -  QA0703
 QA0703  STATE/COUNTY-  ID/CUSTER
 QA0703  USGS QUAD   -  ZIEGLER BASIN (1963)
 QA0703
 QA0703                         *CURRENT SURVEY CONTROL
 QA0703  ___________________________________________________________________
 QA0703* NAD 83(1992)-  44 12 42.56785(N)    114 15 05.74014(W)     ADJUSTED  
 QA0703* NAVD 88     -      2327.2    (meters)    7635.     (feet)  VERTCON   
 QA0703  ___________________________________________________________________
 QA0703  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 QA0703  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 QA0703
 QA0703  HORZ ORDER  -  FIRST
 QA0703
 QA0703.The horizontal coordinates were established by classical geodetic methods
 QA0703.and adjusted by the National Geodetic Survey in July 1992..
 QA0703
 QA0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0703
 QA0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0703
 QA0703.The geoid height was determined by GEOID03.
 QA0703
 QA0703;                    North         East     Units Scale Factor Converg.
 QA0703;SPC ID C     -   282,761.464   479,893.553   MT  0.99995234   -0 10 31.6
 QA0703;UTM  11      - 4,899,073.773   719,567.932   MT  1.00019295   +1 55 02.1
 QA0703
 QA0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0703!SPC ID C     -   0.99963710  x   0.99995234  =   0.99958945
 QA0703!UTM  11      -   0.99963710  x   1.00019295  =   0.99982998
 QA0703
 QA0703:                Primary Azimuth Mark                     Grid Az
 QA0703:SPC ID C     -  SPAR CAIRN                               072 05 34.4
 QA0703:UTM  11      -  SPAR CAIRN                               070 00 00.7
 QA0703
 QA0703|---------------------------------------------------------------------|
 QA0703| PID    Reference Object                     Distance      Geod. Az  |
 QA0703|                                                           dddmmss.s |
 QA0703| QA0701 SPAR CAIRN                          APPROX. 9.5 KM 0715502.8 |
 QA0703| CD5158 GOSSI RM 1                            6.930 METERS 08707     |
 QA0703| OZ0910 HERD PK CAIRN                       APPROX.25.2 KM 1751721.6 |
 QA0703| CD5157 GOSSI AZ MK                                        2521414.4 |
 QA0703| CD5159 GOSSI RM 2                            6.081 METERS 33149     |
 QA0703|---------------------------------------------------------------------|
 QA0703
 QA0703                          SUPERSEDED SURVEY CONTROL
 QA0703
 QA0703  NAD 83(1986)-  44 12 42.56649(N)    114 15 05.73373(W) AD(       ) 1
 QA0703  NAD 27      -  44 12 42.85360(N)    114 15 02.53390(W) AD(       ) 1
 QA0703  NGVD 29 (07/19/86) 2326.0    (m)         7631.     (f) VERT ANG       
 QA0703
 QA0703.Superseded values are not recommended for survey control.
 QA0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0703.See file dsdata.txt to determine how the superseded data were derived.
 QA0703
 QA0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ1956899074(NAD 83)
 QA0703_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0703_SETTING: 66 = SET IN ROCK OUTCROP
 QA0703
 QA0703  HISTORY     - Date     Condition        Report By
 QA0703  HISTORY     - 1957     MONUMENTED       CGS
 QA0703  HISTORY     - 1959     MARK NOT FOUND   USGS
 QA0703  HISTORY     - 1961     GOOD             USGS
 QA0703  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QA0703  HISTORY     - 1967     GOOD             USGS
 QA0703
 QA0703                          STATION DESCRIPTION
 QA0703
 QA0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0703'THE STATION IS LOCATED ON THE TOP OF A GRASSY, DOME-SHAPED
 QA0703'HILL, AIRLINE ABOUT 8 MILES EAST-SOUTHEAST OF CLAYTON, 20
 QA0703'MILES SOUTH OF CHALLIS, AND 5 MILES SOUTHEAST OF THE CONFLUENCE
 QA0703'OF THE SALMON RIVER AND THE EAST FORK OF THE SALMON RIVER.
 QA0703'
 QA0703'TO REACH THE STATION FROM THE POST OFFICE IN CLAYTON GO EAST
 QA0703'ON U.S. HIGHWAY 93 4.1 MILES TO A SIDE ROAD ON THE RIGHT.
 QA0703'TURN RIGHT AS PER SIGN EAST FORK RD. AND GO SOUTHEAST 4.0
 QA0703'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH 0.8 MILE
 QA0703'TO A SIDE ROAD ON THE RIGHT.  (TO REACH THE AZIMUTH MARK GO
 QA0703'SOUTHWEST 0.2 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT,
 QA0703'GO WEST THROUGH A GATE, CROSS OVER A SMALL BRIDGE, AND GO
 QA0703'SOUTHWEST 0.3 MILE TO A CAIRN AND THE AZIMUTH MARK ON THE
 QA0703'RIGHT.) CONTINUE SOUTH 1.8 MILES TO A SIDE ROAD ON THE LEFT.
 QA0703'TURN LEFT AS PER SIGN ROAD CR. AND GO EAST 2.7 MILES TO A SIDE
 QA0703'ROAD ON THE LEFT.  USING A TRUCK WITH 4-WHEEL DRIVE TURN
 QA0703'LEFT AND GO NORTHEAST 0.9 MILE TO A RIDGE ON THE LEFT JUST
 QA0703'BEFORE REACHING A ROUND, RED KNOLL.  TURN LEFT, GO WEST UP
 QA0703'THE RIDGE AND FOLLOW ALONG THE TOPS OF THE RIDGES WEST
 QA0703'1.1 MILES TO THE BASE OF A STEEP SLOPE.  PACK WEST ABOUT 10
 QA0703'MINUTES TO THE CREST OF A RIDGE.  PACK NORTHWEST AND
 QA0703'WEST ALONG THE RIDGE ABOUT 20 MINUTES TO THE HIGHEST POINT
 QA0703'AND THE STATION.
 QA0703'
 QA0703'THE STATION MARK IS A STANDARD DISK STAMPED GOSSI 1957 CEMENTED
 QA0703'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS 6 INCHES BELOW
 QA0703'THE SURFACE OF THE GROUND.
 QA0703'
 QA0703'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GOSSI NO 1
 QA0703'1957 BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 8
 QA0703'INCHES ABOVE THE GROUND.  IT IS 1 FOOT HIGHER THAN THE STATION.
 QA0703'
 QA0703'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GOSSI NO
 QA0703'2 1957 BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS
 QA0703'8 INCHES ABOVE THE GROUND.  IT IS 1 FOOT HIGHER THAN THE STATION.
 QA0703'
 QA0703'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF A DIRT ROAD
 QA0703'AND IS A STANDARD DISK STAMPED GOSSI 1957 CEMENTED IN A DRILL
 QA0703'HOLE IN THE TOP OF A BOULDER THAT PROJECTS 1 FOOT ABOVE THE
 QA0703'GROUND.  IT IS 2 FEET NORTH OF A 2-FOOT CAIRN AND 27 FEET WEST
 QA0703'OF THE CENTERLINE OF THE ROAD.
 QA0703
 QA0703                          STATION RECOVERY (1959)
 QA0703
 QA0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 QA0703'STATION MARK NOT RECOVERED.  RM 1 WAS OCCUPIED.  STATION REACHED
 QA0703'BY HELICOPTER.
 QA0703
 QA0703                          STATION RECOVERY (1961)
 QA0703
 QA0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QA0703'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 QA0703'CONDITION.  STATION REACHED BY HELICOPTER.
 QA0703
 QA0703                          STATION RECOVERY (1965)
 QA0703
 QA0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 QA0703'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 QA0703'CONDITION.
 QA0703'
 QA0703'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS--
 QA0703'
 QA0703'THE STATION IS LOCATED ABOUT 8 AIRLINE MILES EAST-SOUTHEAST OF
 QA0703'CLAYTON AND ABOUT 20 AIRLINE MILES SOUTH OF CHALLIS.  ON A HIGH
 QA0703'GRASSY HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 QA0703'
 QA0703'TO REACH FROM THE CUSTER COUNTY COURT HOUSE IN CHALLIS, GO EAST ON
 QA0703'MAIN STREET FOR 0.35 MILE TO U.S. HIGHWAY 93.  TURN RIGHT AND
 QA0703'GO SOUTHERLY ON U.S. HIGHWAY 93 FOR 2.25 MILES TO THE JUNCTION
 QA0703'OF U.S. HIGHWAY 93 AND U.S. HIGHWAY ALTERNATE 93.  TURN RIGHT
 QA0703'AND GO SOUTHWESTERLY ON U.S. HIGHWAY 93 FOR 16.75 MILES TO A SIDE
 QA0703'ROAD LEFT JUST AFTER CROSSING A CONCRETE BRIDGE.  TURN LEFT AND
 QA0703'GO SOUTHEASTERLY ON A PAVED ROAD FOR 3.95 MILES TO A FORK.
 QA0703'KEEP RIGHT AND GO SOUTHERLY ON THE PAVED ROAD FOR 1.1 MILES TO
 QA0703'A FORK.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT
 QA0703'AND GO SOUTHERLY ON A BLADED ROAD FOR 0.2 MILE TO A SHARP
 QA0703'RIGHT CURVE IN THE ROAD AND SEVERAL BUILDINGS ON THE RIGHT.
 QA0703'TURN RIGHT AND GO WEST ON THE BLADED ROAD CROSSING A BRIDGE
 QA0703'FOR 0.2 MILE TO A T-INTERSECTION, TURN LEFT AND GO SOUTH ON
 QA0703'THE BLADED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 QA0703'RIGHT, WEST SIDE OF THE ROAD.) CONTINUE SOUTHERLY ON THE PAVED
 QA0703'ROAD FOR 1.4 MILES TO A SIDE ROAD LEFT AND FARM BUILDINGS
 QA0703'ON THE RIGHT.  TURN LEFT AND GO EASTERLY UP A CANYON FOR
 QA0703'2.8 MILES TO A POINT WHERE THE CANYON FORKS AND A TRACK ROAD
 QA0703'LEFT.  TURN LEFT AND GO NORTHERLY UP THE CANYON FOR 0.95 MILE
 QA0703'TO A LOW HILL ON THE LEFT JUST BEFORE REACHING A RED KNOLL.  TURN
 QA0703'LEFT AND GO WESTERLY UP THE HILL THEN NORTHWEST ACROSS
 QA0703'A RIDGE FOR 0.55 MILE TO THE BASE OF A RIDGE.  TURN
 QA0703'LEFT AND GO WEST UP THE RIDGE FOR ABOUT 1 MILE TO A POINT
 QA0703'WHERE THE RIDGE GETS TOO STEEP TO DRIVE AND END OF TRUCK
 QA0703'TRAVEL.  FROM HERE PACK WEST UP THE RIDGE FOR ABOUT 1/4
 QA0703'MILE TO THE TOP OF THE MAIN RIDGE, TURN RIGHT AND GO
 QA0703'NORTHWEST ACROSS THE MAIN RIDGE FOR ABOUT 1/2 MILE TO THE GRASSY
 QA0703'HILL ON THE NORTHWEST EDGE OF THE RIDGE AND STATION ON THE
 QA0703'HIGHEST POINT.  A 4 WHEEL DRIVE VEHICLE IS REQUIRED FOR THE
 QA0703'LAST 2 MILES AND IT IS BELIEVED THAT A JEEP MAY BE DRIVEN ALL THE
 QA0703'WAY TO THE STATION.  ALLOW 30 MINUTES FOR PACKING.
 QA0703'
 QA0703'THE STATION MARK IS A STANDARD DISK STAMPED GOSSI 1957, CEMENTED
 QA0703'IN A DRILL HOLE IN BEDROCK WHICH IS 8 INCHES BELOW THE SURFACE.
 QA0703'
 QA0703'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GOSSI NO 1 1957,
 QA0703'BRAZED TO THE TOP OF A 3 INCH ROUND CAST IRON SOIL PIPE WHICH
 QA0703'PROJECTS 10 INCHES.
 QA0703'
 QA0703'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GOSSI NO 2 1957,
 QA0703'BRAZED TO THE TOP OF A 3 INCH ROUND CAST IRON SOIL PIPE WHICH
 QA0703'PROJECTS 10 INCHES.
 QA0703'
 QA0703'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GOSSI 1957, CEMENTED
 QA0703'IN A DRILL HOLE IN A 4 X 7 FOOT SQUARE BOULDER WHICH PROJECTS
 QA0703'1 FOOT.  IT IS 26 FEET WEST OF THE CENTER OF THE BLADED ROAD
 QA0703'AND 1 FOOT NORTH OF A ROCK CAIRN.
 QA0703'
 QA0703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 QA0703'EAST-SOUTHEAST OF CLAYTON.
 QA0703
 QA0703                          STATION RECOVERY (1967)
 QA0703
 QA0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QA0703'RECOVERED AS DESCRIBED.
 QA0703'
 QA0703'STATION MARK--A STANDARD DISK STAMPED ---GOSSI 1957---, CEMENTED IN
 QA0703'A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS 6 INCHES BELOW THE
 QA0703'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0292 ***********************************************************************
 OX0292  DESIGNATION -  GP 1
 OX0292  PID         -  OX0292
 OX0292  STATE/COUNTY-  ID/TETON
 OX0292  USGS QUAD   -  TETONIA (1965)
 OX0292
 OX0292                         *CURRENT SURVEY CONTROL
 OX0292  ___________________________________________________________________
 OX0292* NAD 83(1986)-  43 49 30.     (N)    111 12 54.     (W)     SCALED    
 OX0292* NAVD 88     -      1816.569  (meters)    5959.86   (feet)  POSTED    
 OX0292  ___________________________________________________________________
 OX0292  GEOID HEIGHT-         -10.05  (meters)                     GEOID03
 OX0292  DYNAMIC HT  -        1815.480 (meters)    5956.29  (feet)  COMP
 OX0292  MODELED GRAV-     979,954.1   (mgal)                       NAVD 88
 OX0292
 OX0292  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0292
 OX0292.The horizontal coordinates were scaled from a topographic map and have
 OX0292.an estimated accuracy of +/- 6 seconds.
 OX0292
 OX0292.The orthometric height was determined by differential leveling
 OX0292.and adjusted by the National Geodetic Survey in 1992..
 OX0292.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0292.rate of 0.0 thru 1.0 mm/km.
 OX0292
 OX0292.The geoid height was determined by GEOID03.
 OX0292
 OX0292.The dynamic height is computed by dividing the NAVD 88
 OX0292.geopotential number by the normal gravity value computed on the
 OX0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0292.degrees latitude (g = 980.6199 gals.).
 OX0292
 OX0292.The modeled gravity was interpolated from observed gravity values.
 OX0292
 OX0292;                    North         East    Units  Estimated Accuracy
 OX0292;SPC ID E     -   240,190.      276,550.      MT  (+/- 180 meters Scaled)
 OX0292
 OX0292                          SUPERSEDED SURVEY CONTROL
 OX0292
 OX0292  NGVD 29 (??/??/92) 1815.359  (m)         5955.89   (f) ADJ UNCH    2 0
 OX0292
 OX0292.Superseded values are not recommended for survey control.
 OX0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0292.See file dsdata.txt to determine how the superseded data were derived.
 OX0292
 OX0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP827524(NAD 83)
 OX0292_MARKER: DD = SURVEY DISK
 OX0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0292_STAMPING: G P 1
 OX0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0292+STABILITY: SURFACE MOTION
 OX0292
 OX0292  HISTORY     - Date     Condition        Report By
 OX0292  HISTORY     - UNK      MONUMENTED       IDPWD
 OX0292  HISTORY     - 1951     GOOD             NGS
 OX0292
 OX0292                          STATION DESCRIPTION
 OX0292
 OX0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0292'3.1 MI NW FROM TETONIA.
 OX0292'0.7 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0292'TETONIA, THENCE 2.4 MILES WEST ALONG U. S. HIGHWAY 20, AT THE T
 OX0292'JUNCTION OF A LEADING SOUTHEAST TO A GRAVEL PIT, 50 FEET SOUTH OF THE
 OX0292'CENTER LINE OF THE HIGHWAY, 34 FEET WEST OF THE CENTER LINE OF THE
 OX0292'ROAD, 2 FEET SOUTHWEST OF TELEGRAPH LINE POLE NUMBER 931, 1.5 FEET
 OX0292'SOUTH OF A FENCE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN
 OX0292'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0293 ***********************************************************************
 OX0293  DESIGNATION -  GP 2
 OX0293  PID         -  OX0293
 OX0293  STATE/COUNTY-  ID/TETON
 OX0293  USGS QUAD   -  TETONIA (1965)
 OX0293
 OX0293                         *CURRENT SURVEY CONTROL
 OX0293  ___________________________________________________________________
 OX0293* NAD 83(1986)-  43 49 29.     (N)    111 12 54.     (W)     SCALED    
 OX0293* NAVD 88     -      1816.340  (meters)    5959.11   (feet)  POSTED    
 OX0293  ___________________________________________________________________
 OX0293  GEOID HEIGHT-         -10.05  (meters)                     GEOID03
 OX0293  DYNAMIC HT  -        1815.250 (meters)    5955.53  (feet)  COMP
 OX0293  MODELED GRAV-     979,954.0   (mgal)                       NAVD 88
 OX0293
 OX0293  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0293
 OX0293.The horizontal coordinates were scaled from a topographic map and have
 OX0293.an estimated accuracy of +/- 6 seconds.
 OX0293
 OX0293.The orthometric height was determined by differential leveling
 OX0293.and adjusted by the National Geodetic Survey in 1992..
 OX0293.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0293.rate of 0.0 thru 1.0 mm/km.
 OX0293
 OX0293.The geoid height was determined by GEOID03.
 OX0293
 OX0293.The dynamic height is computed by dividing the NAVD 88
 OX0293.geopotential number by the normal gravity value computed on the
 OX0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0293.degrees latitude (g = 980.6199 gals.).
 OX0293
 OX0293.The modeled gravity was interpolated from observed gravity values.
 OX0293
 OX0293;                    North         East    Units  Estimated Accuracy
 OX0293;SPC ID E     -   240,160.      276,550.      MT  (+/- 180 meters Scaled)
 OX0293
 OX0293                          SUPERSEDED SURVEY CONTROL
 OX0293
 OX0293  NGVD 29 (??/??/92) 1815.129  (m)         5955.14   (f) ADJ UNCH    2 0
 OX0293
 OX0293.Superseded values are not recommended for survey control.
 OX0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0293.See file dsdata.txt to determine how the superseded data were derived.
 OX0293
 OX0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP827524(NAD 83)
 OX0293_MARKER: DD = SURVEY DISK
 OX0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0293_STAMPING: G P 2
 OX0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0293+STABILITY: SURFACE MOTION
 OX0293
 OX0293  HISTORY     - Date     Condition        Report By
 OX0293  HISTORY     - UNK      MONUMENTED       IDPWD
 OX0293  HISTORY     - 1951     GOOD             NGS
 OX0293
 OX0293                          STATION DESCRIPTION
 OX0293
 OX0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0293'3.1 MI NW FROM TETONIA.
 OX0293'0.7 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0293'TETONIA, THENCE 2.4 MILES WEST ALONG U. S. HIGHWAY 20, AT THE T
 OX0293'JUNCTION OF A ROAD LEADING SOUTHEAST TO A GRAVEL PIT, 60 FEET SOUTH OF
 OX0293'THE CENTER LINE OF THE HIGHWAY, 34 FEET WEST OF THE CENTER LINE OF THE
 OX0293'ROAD, 12 FEET SOUTH OF TELEGRAPH LINE POLE NUMBER 931, AND ABOUT 3
 OX0293'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OX0293'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0597 ***********************************************************************
 NT0597  DESIGNATION -  GRACE
 NT0597  PID         -  NT0597
 NT0597  STATE/COUNTY-  ID/CARIBOU
 NT0597  USGS QUAD   -  GRACE (1982)
 NT0597
 NT0597                         *CURRENT SURVEY CONTROL
 NT0597  ___________________________________________________________________
 NT0597* NAD 83(1992)-  42 31 49.51683(N)    111 43 49.16585(W)     ADJUSTED  
 NT0597* NAVD 88     -      1686.8    (meters)    5534.     (feet)  VERTCON   
 NT0597  ___________________________________________________________________
 NT0597  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 NT0597  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NT0597
 NT0597  HORZ ORDER  -  THIRD
 NT0597
 NT0597.The horizontal coordinates were established by classical geodetic methods
 NT0597.and adjusted by the National Geodetic Survey in July 1992..
 NT0597
 NT0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0597
 NT0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0597
 NT0597.The geoid height was determined by GEOID03.
 NT0597
 NT0597;                    North         East     Units Scale Factor Converg.
 NT0597;SPC ID E     -    96,028.947   235,847.701   MT  0.99996317   +0 17 41.9
 NT0597;UTM  12      - 4,708,929.441   440,021.069   MT  0.99964426   -0 29 37.3
 NT0597
 NT0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0597!SPC ID E     -   0.99973754  x   0.99996317  =   0.99970072
 NT0597!UTM  12      -   0.99973754  x   0.99964426  =   0.99938189
 NT0597
 NT0597|---------------------------------------------------------------------|
 NT0597| PID    Reference Object                     Distance      Geod. Az  |
 NT0597|                                                           dddmmss.s |
 NT0597| NT0596 ROUTE 43 STA 108+00                   4.835 METERS 01310     |
 NT0597| CM4760 GRACE AZ MK                                        0655926.8 |
 NT0597| CM4761 GRACE RM 1                           15.925 METERS 17801     |
 NT0597| CM4762 GRACE RM 2                           29.272 METERS 26802     |
 NT0597|---------------------------------------------------------------------|
 NT0597
 NT0597                          SUPERSEDED SURVEY CONTROL
 NT0597
 NT0597  NAD 83(1986)-  42 31 49.51012(N)    111 43 49.15835(W) AD(       ) 3
 NT0597  NAD 27      -  42 31 49.79620(N)    111 43 46.33670(W) AD(       ) 3
 NT0597  NGVD 29 (07/19/86) 1685.6    (m)         5530.     (f) VERT ANG       
 NT0597
 NT0597.Superseded values are not recommended for survey control.
 NT0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0597.See file dsdata.txt to determine how the superseded data were derived.
 NT0597
 NT0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN4002108929(NAD 83)
 NT0597_MARKER: DS = TRIANGULATION STATION DISK
 NT0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0597
 NT0597  HISTORY     - Date     Condition        Report By
 NT0597  HISTORY     - 1963     MONUMENTED       CGS
 NT0597  HISTORY     - 1969     GOOD             USGS
 NT0597
 NT0597                          STATION DESCRIPTION
 NT0597
 NT0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0597'STATION IS LOCATED ON EAST RIGHT-OF-WAY OF STATE HIGHWAY
 NT0597'34.  IT IS ABOUT 10-1/2 MILES SOUTHWEST OF SODA SPRINGS, 15
 NT0597'MILES SOUTHEAST OF BANCROFT, 19 MILES WEST-NORTHWEST OF GEORGETOWN,
 NT0597'AND 3.2 MILES SOUTH OF GRACE.
 NT0597'
 NT0597'TO REACH FROM THE BANK IN GRACE, GO SOUTH ON STATE HIGHWAY
 NT0597'34 FOR 3.0 MILES TO A SIDE ROAD LEFT, (TO REACH AZIMUTH MARK
 NT0597'TURN LEFT, EAST, FOR 0.35 MILES TO AZIMUTH MARK ON LEFT,
 NT0597'NORTH SIDE OF ROAD.) CONTINUE AHEAD, SOUTH, FOR 0.2 MILE TO
 NT0597'STATION ON THE LEFT ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 NT0597'
 NT0597'THE STATION IS A STANDARD DISK STAMPED, GRACE 1963, SET IN TOP
 NT0597'OF A 12 INCH SQUARE CONCRETE POST.  IT IS 45.5 FEET EAST OF
 NT0597'THE CENTERLINE OF STATE HIGHWAY 34, 27 FEET NORTH OF A TELEPHONE
 NT0597'POLE, 4 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 3
 NT0597'FEET WEST OF A FENCE, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 NT0597'PROJECTING 3 INCHES.
 NT0597'
 NT0597'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GRACE NO 1 1963,
 NT0597'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5
 NT0597'INCHES.  IT IS 48 FEET EAST OF THE HIGHWAY, 2 FEET NORTH OF
 NT0597'THE TELEPHONE POLE, 1 FOOT WEST OF THE FENCE LINE, AND ABOUT
 NT0597'THE SAME ELEVATION AS THE STATION MARK.
 NT0597'
 NT0597'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GRACE NO 2 1963,
 NT0597'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 NT0597'1 INCH.  IT IS 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 NT0597'1 FOOT EAST OF THE FENCE, AND ABOUT 1 FOOT HIGHER THAN THE
 NT0597'STATION.
 NT0597'
 NT0597'108+00 (IDH) IS A IDAHO DEPARTMENT OF HIGHWAY BRONZE DISK,
 NT0597'STAMPED 108+00, IT IS A 6 INCH ROUND CONCRETE POST.  IT IS
 NT0597'48.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8 INCHES
 NT0597'EAST OF THE FENCE, AND 6 INCHES HIGHER THAN THE STATION.
 NT0597'PROJECTING 8 INCHES.
 NT0597'
 NT0597'AZIMUTH MARK IS A STANDARD DISK STAMPED, GRACE 1963, SET
 NT0597'IN TOP OF A 12 INCH SQUARE CONCRETE POST.  IT IS 24.6 FEET
 NT0597'NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 3 FEET EAST OF A
 NT0597'METAL WITNESS POST, 2 FEET WEST OF THE WEST GATE POST.  1
 NT0597'FOOT SOUTH OF A FENCE LINE.  AND ABOUT THE SAME ELEVATION
 NT0597'AS THE ROAD.  PROJECTING 1 INCH.
 NT0597
 NT0597                          STATION RECOVERY (1969)
 NT0597
 NT0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0597'ALL MARKS ARE IN EXCELLENT CONDITION.
 NT0597'
 NT0597'STATION MARK--A STANDARD DISK STAMPED---GRACE 1963---, SET IN TOP
 NT0597'OF A 12 INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1107 ***********************************************************************
 OY1107  CBN         -  This is a Cooperative Base Network Control Station.
 OY1107  DESIGNATION -  GRAFTON
 OY1107  PID         -  OY1107
 OY1107  STATE/COUNTY-  ID/BUTTE
 OY1107  USGS QUAD   -  HOWE PEAK (1972)
 OY1107
 OY1107                         *CURRENT SURVEY CONTROL
 OY1107  ___________________________________________________________________
 OY1107* NAD 83(1999)-  43 39 52.59857(N)    113 03 20.53329(W)     ADJUSTED  
 OY1107* NAVD 88     -      1636.036  (meters)    5367.56   (feet)  ADJUSTED  
 OY1107  ___________________________________________________________________
 OY1107  X           -  -1,810,274.498 (meters)                     COMP
 OY1107  Y           -  -4,253,237.910 (meters)                     COMP
 OY1107  Z           -   4,382,331.343 (meters)                     COMP
 OY1107  LAPLACE CORR-          -6.95  (seconds)                    DEFLEC99
 OY1107  ELLIP HEIGHT-        1624.14  (meters)          (04/16/01) GPS OBS
 OY1107  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 OY1107  DYNAMIC HT  -        1635.164 (meters)    5364.70  (feet)  COMP
 OY1107  MODELED GRAV-     980,027.7   (mgal)                       NAVD 88
 OY1107
 OY1107  HORZ ORDER  -  B
 OY1107  VERT ORDER  -  FIRST     CLASS II
 OY1107  ELLP ORDER  -  FOURTH    CLASS II
 OY1107
 OY1107.The horizontal coordinates were established by GPS observations
 OY1107.and adjusted by the National Geodetic Survey in April 2001..
 OY1107.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY1107.DATUM ITEM on the data sheet items page.
 OY1107
 OY1107.The orthometric height was determined by differential leveling
 OY1107.and adjusted by the National Geodetic Survey in December 1992..
 OY1107
 OY1107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY1107
 OY1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY1107
 OY1107.The ellipsoidal height was determined by GPS observations
 OY1107.and is referenced to NAD 83.
 OY1107
 OY1107.The geoid height was determined by GEOID03.
 OY1107
 OY1107.The dynamic height is computed by dividing the NAVD 88
 OY1107.geopotential number by the normal gravity value computed on the
 OY1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1107.degrees latitude (g = 980.6199 gals.).
 OY1107
 OY1107.The modeled gravity was interpolated from observed gravity values.
 OY1107
 OY1107;                    North         East     Units Scale Factor Converg.
 OY1107;SPC ID C     -   222,365.738   576,159.909   MT  1.00001869   +0 39 07.2
 OY1107;UTM  12      - 4,836,676.317   334,258.491   MT  0.99993790   -1 25 10.8
 OY1107
 OY1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY1107!SPC ID C     -   0.99974538  x   1.00001869  =   0.99976407
 OY1107!UTM  12      -   0.99974538  x   0.99993790  =   0.99968330
 OY1107
 OY1107                          SUPERSEDED SURVEY CONTROL
 OY1107
 OY1107  NAD 83(1992)-  43 39 52.59774(N)    113 03 20.53157(W) AD(       ) B
 OY1107  ELLIP H (05/15/92) 1624.23   (m)                       GP(       ) 4 2
 OY1107  NAD 83(1986)-  43 39 52.59074(N)    113 03 20.51653(W) AD(       ) 1
 OY1107  NGVD 29 (08/20/92) 1634.978  (m)         5364.09   (f) ADJUSTED    1 2
 OY1107
 OY1107.Superseded values are not recommended for survey control.
 OY1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1107.See file dsdata.txt to determine how the superseded data were derived.
 OY1107
 OY1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP3425836676(NAD 83)
 OY1107_MARKER: DS = TRIANGULATION STATION DISK
 OY1107_SETTING: 66 = SET IN ROCK OUTCROP
 OY1107_SP_SET: CONCRETE IN ROCK OUTCROP
 OY1107_STAMPING: GRAFTON 1949
 OY1107_MARK LOGO: USE   
 OY1107_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1107+STABILITY: POSITION/ELEVATION WELL
 OY1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1107+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 OY1107
 OY1107  HISTORY     - Date     Condition        Report By
 OY1107  HISTORY     - 1949     MONUMENTED       USE
 OY1107  HISTORY     - 19900918 GOOD             NGS
 OY1107  HISTORY     - 19920711 GOOD             NGS
 OY1107  HISTORY     - 20040905 GOOD             DJC
 OY1107
 OY1107                          STATION DESCRIPTION
 OY1107
 OY1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OY1107'STATION IS LOCATED ABOUT 20 KM (12.43 MI) EAST-NORTHEAST OF ARCO, 6 KM
 OY1107'(3.73 MI) SOUTHEAST OF HOWE PEAK, 13 KM (8.08 MI) SOUTH-SOUTHWEST OF
 OY1107'HOWE AND ON THE END OF A RIDGE RUNNING NORTHWEST. OWNERSHIP--BUREAU
 OY1107'OF LAND MANAGEMENT.
 OY1107'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20, 26 AND 93
 OY1107'IN ARCO, GO SOUTHEAST ON U.S. HIGHWAY 20, 26 FOR 12.3 KM (7.64 MI) TO
 OY1107'THE JUNCTION OF STATE HIGHWAYS 22 AND 33.  TURN LEFT AND GO NORTHEAST
 OY1107'ON STATE HIGHWAY 22, 33 FOR 11.3 KM (7.02 MI) TO A TRACK ROAD ON THE
 OY1107'LEFT AND HIGHWAY MILEPOST 7.  TURN LEFT AND GO NORTHWEST ON THE TRACK
 OY1107'ROAD FOR 0.2 KM (0.12 MI) TO A CROSSROAD AND A POWER POLE WITH TWO
 OY1107'GUY WIRES AND THE BASE OF A HILL.  CONTINUE NORTHWESTERLY ON THE
 OY1107'TRACK ROAD UP A STEEP GRADE FOR 0.32 KM (0.20 MI) TO THE END OF THE
 OY1107'TRACK ROAD AND A KNOLL.  CONTINUE NORTH CROSS-COUNTRY FOR 100 M
 OY1107'(328.08 FT) UP AND ALONG THE CENTER OF THE RIDGE TO THE STATION AT
 OY1107'THE EASTERN END OF THE ROCK RIDGE AND A CAIRN.
 OY1107'THE STATION MARK IS SET 4.5 M (14.76 FT) NORTHWEST OF THE EASTERN END
 OY1107'OF THE RIDGE, 5.3 M (17.39 FT) SOUTH-SOUTHEAST OF THE NORTHERN EDGE
 OY1107'OF THE RIDGE, 3.4 M (11.15 FT) EAST-SOUTHEAST OF A WITNESS POST AND
 OY1107'IN A ROCK OUTCROP WHICH PROJECTS 0.15 M (0.49 FT) ABOVE THE RIDGE
 OY1107'SURFACE.
 OY1107'DESCRIBED BY K. MCCAULEY
 OY1107
 OY1107                          STATION RECOVERY (1992)
 OY1107
 OY1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1107'14.6 KM (9.05 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1107'POST OFFICE IN HOWE, THENCE 0.6 KM (0.35 MI) NORTHWEST ALONG A TRACK
 OY1107'ROAD, IN A CONCRETE FILLED DEPRESSION IN A 3 BY 4-FOOT AREA OF
 OY1107'OUTCROPPING BEDROCK ALONG THE SOUTHEAST SLOPE OF A HILL, 5.3 M (17.4
 OY1107'FT) SOUTHEAST OF THE NORTH RIM OF THE RIDGE, AND 3.4 M (11.2 FT) EAST
 OY1107'SOUTHEAST OF A WITNESS POST.
 OY1107
 OY1107                          STATION RECOVERY (2004)
 OY1107
 OY1107'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 OY1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1438 ***********************************************************************
 SV1438  DESIGNATION -  GRAHAM
 SV1438  PID         -  SV1438
 SV1438  STATE/COUNTY-  ID/SHOSHONE
 SV1438  USGS QUAD   -  KELLOGG WEST (1996)
 SV1438
 SV1438                         *CURRENT SURVEY CONTROL
 SV1438  ___________________________________________________________________
 SV1438* NAD 83(1992)-  47 36 11.48659(N)    116 08 07.12251(W)     ADJUSTED  
 SV1438* NAVD 88     -      1746.2    (meters)    5729.     (feet)  VERTCON   
 SV1438  ___________________________________________________________________
 SV1438  LAPLACE CORR-           7.24  (seconds)                    DEFLEC99
 SV1438  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 SV1438
 SV1438  HORZ ORDER  -  SECOND
 SV1438
 SV1438.The horizontal coordinates were established by classical geodetic methods
 SV1438.and adjusted by the National Geodetic Survey in July 1992..
 SV1438
 SV1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1438
 SV1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1438
 SV1438.The geoid height was determined by GEOID03.
 SV1438
 SV1438;                    North         East     Units Scale Factor Converg.
 SV1438;SPC ID W     -   659,722.209   771,028.116   MT  0.99994364   -0 17 04.4
 SV1438;UTM  11      - 5,272,560.251   564,994.703   MT  0.99965191   +0 38 18.9
 SV1438
 SV1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1438!SPC ID W     -   0.99972899  x   0.99994364  =   0.99967264
 SV1438!UTM  11      -   0.99972899  x   0.99965191  =   0.99938099
 SV1438
 SV1438:                Primary Azimuth Mark                     Grid Az
 SV1438:SPC ID W     -  KELLOGG                                  177 57 08.0
 SV1438:UTM  11      -  KELLOGG                                  177 01 44.7
 SV1438
 SV1438|---------------------------------------------------------------------|
 SV1438| PID    Reference Object                     Distance      Geod. Az  |
 SV1438|                                                           dddmmss.s |
 SV1438| SV1488 KELLOGG                             APPROX.12.8 KM 1774003.6 |
 SV1438| CH7421 GRAHAM RM 1                           8.843 METERS 31753     |
 SV1438| CH7422 GRAHAM RM 2                           6.615 METERS 35221     |
 SV1438|---------------------------------------------------------------------|
 SV1438
 SV1438                          SUPERSEDED SURVEY CONTROL
 SV1438
 SV1438  NAD 83(1986)-  47 36 11.48985(N)    116 08 07.11333(W) AD(       ) 2
 SV1438  NAD 27      -  47 36 11.77369(N)    116 08 03.50407(W) AD(       ) 2
 SV1438  NGVD 29 (07/19/86) 1745.0    (m)         5725.     (f) VERT ANG       
 SV1438
 SV1438.Superseded values are not recommended for survey control.
 SV1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1438.See file dsdata.txt to determine how the superseded data were derived.
 SV1438
 SV1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6499572560(NAD 83)
 SV1438_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1438_SETTING: 66 = SET IN ROCK OUTCROP
 SV1438
 SV1438  HISTORY     - Date     Condition        Report By
 SV1438  HISTORY     - 1958     MONUMENTED       CGS
 SV1438
 SV1438                          STATION DESCRIPTION
 SV1438
 SV1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1438'LOCATED ON GRAHAM MOUNTAIN, A PROMINENT PEAK ABOUT 4.5 MILES
 SV1438'NORTH OF KELLOGG, ABOUT 5 MILES EAST OF LINFOR AND ABOUT 5 MILES
 SV1438'EAST OF THE COEUR D ALENE RIVER, AT A DESTROYED FOREST SERVICE
 SV1438'LOOKOUT STATION.
 SV1438'
 SV1438'TO REACH FROM BRANDONS GENERAL STORE AND POST OFFICE IN ENAVILLE,
 SV1438'TAKE A SHARP RIGHT ONTO THE BEAR CREEK ROAD AND FOLLOW SAME
 SV1438'FOR 1.55 MILES TO A FORK AND SIGN BEAR CREEK TAKE THE RIGHT
 SV1438'FORK FOR 0.6 MILE TO A FORK AND SIGN ROAD 482 AND THOMAS CREEK
 SV1438'SADDLE, KEEP THE LEFT FORK FOR 1.45 MILES TO A FORK AND SIGN
 SV1438'THOMAS CREEK SADDLE 7, KEEP THE RIGHT FORK FOR 1.25 MILES TO A
 SV1438'FORK AND ANOTHER SIGN THOMAS CREEK SADDLE.  FROM HERE TAKE
 SV1438'THE LEFT FORK AND FOLLOW THE MAIN TRAVEL ROAD TO THE CREST
 SV1438'OF THE RIDGE AND A SIGN TRAIL 17, TAKE THE RIGHT FORK FOR 0.3
 SV1438'MILE TO SIGN TRAIL 17 AND END OF TRUCK TRAVEL.  TAKE THE
 SV1438'TRAIL MARKED 17 AND FOLLOW IT TO THE SUMMIT OF THE MOUNTAIN
 SV1438'AND THE STATION SITE, A 2-HOURS PACK.  A 2-WHEEL DRIVE
 SV1438'TO THE CREST OF THE THOMAS CREEK SADDLE.
 SV1438'
 SV1438'STATION MARK IS STANDARD DISK STAMPED GRAHAM 1958, SET IN DRILL
 SV1438'HOLE IN OUTCROPPING BEDROCK.  NO UNDERGROUND MARK OR WITNESS
 SV1438'POST WERE ESTABLISHED.
 SV1438'
 SV1438'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRAHAM NO 1 1958,
 SV1438'IT IS ABOUT 2-FEET ABOVE THE STATION.  SET IN TOP OF A SQUARE
 SV1438'CONCRETE FOUNDATION WHICH WAS USED AS LEG ON LOOKOUT TOWER AND
 SV1438'PROJECTS 12-INCHES.
 SV1438'
 SV1438'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRAHAM NO 2 1958,
 SV1438'IT IS ABOUT 2-FEET ABOVE THE STATION.  SET IN TOP OF A SQUARE
 SV1438'CONCRETE FOUNDATION WHICH WAS USED AS LEG ON LOOKOUT TOWER AND
 SV1438'PROJECTS 12-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1439 ***********************************************************************
 SV1439  DESIGNATION -  GRAHAM MOUNTAIN LOOKOUT TOWER
 SV1439  PID         -  SV1439
 SV1439  STATE/COUNTY-  ID/SHOSHONE
 SV1439  USGS QUAD   -  KELLOGG WEST (1996)
 SV1439
 SV1439                         *CURRENT SURVEY CONTROL
 SV1439  ___________________________________________________________________
 SV1439* NAD 83(1992)-  47 36 11.78299(N)    116 08 07.27547(W)     ADJUSTED  
 SV1439* NAVD 88     -                                                        
 SV1439  ___________________________________________________________________
 SV1439  LAPLACE CORR-           7.24  (seconds)                    DEFLEC99
 SV1439  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 SV1439
 SV1439  HORZ ORDER  -  THIRD
 SV1439
 SV1439.The horizontal coordinates were established by classical geodetic methods
 SV1439.and adjusted by the National Geodetic Survey in July 1992..
 SV1439
 SV1439
 SV1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1439
 SV1439.The geoid height was determined by GEOID03.
 SV1439
 SV1439;                    North         East     Units Scale Factor Converg.
 SV1439;SPC ID W     -   659,731.378   771,024.967   MT  0.99994365   -0 17 04.5
 SV1439;UTM  11      - 5,272,569.366   564,991.407   MT  0.99965191   +0 38 18.8
 SV1439
 SV1439                          SUPERSEDED SURVEY CONTROL
 SV1439
 SV1439  NAD 83(1986)-  47 36 11.78507(N)    116 08 07.26770(W) AD(       ) 4
 SV1439  NAD 27      -  47 36 12.07280(N)    116 08 03.65941(W) AD(       ) 3
 SV1439
 SV1439.Superseded values are not recommended for survey control.
 SV1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1439.See file dsdata.txt to determine how the superseded data were derived.
 SV1439
 SV1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6499172569(NAD 83)
 SV1439
 SV1439  HISTORY     - Date     Condition        Report By
 SV1439  HISTORY     - 1940     MONUMENTED       CGS
 SV1439
 SV1439                          STATION DESCRIPTION
 SV1439
 SV1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1439'GRAHAM MOUNTAIN FOREST SERVICE LOOKOUT TOWER IS IN THE COEUR
 SV1439'D ALENE NATIONAL FOREST, 4-1/2 MILES N OF KELLOGG, 5 MILES E
 SV1439'LINFOR 5 MILES E OF THE COEUR D ALENE RIVER.  THE TOP OF THE
 SV1439'TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1534 ***********************************************************************
 NU1534  DESIGNATION -  GRAIN
 NU1534  PID         -  NU1534
 NU1534  STATE/COUNTY-  ID/BANNOCK
 NU1534  USGS QUAD   -  HAWKINS (1968)
 NU1534
 NU1534                         *CURRENT SURVEY CONTROL
 NU1534  ___________________________________________________________________
 NU1534* NAD 83(1992)-  42 32 22.76003(N)    112 16 09.45946(W)     ADJUSTED  
 NU1534* NAVD 88     -      1555.5    (meters)    5103.     (feet)  VERTCON   
 NU1534  ___________________________________________________________________
 NU1534  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 NU1534  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NU1534
 NU1534  HORZ ORDER  -  SECOND
 NU1534
 NU1534.The horizontal coordinates were established by classical geodetic methods
 NU1534.and adjusted by the National Geodetic Survey in July 1992..
 NU1534
 NU1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1534
 NU1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1534
 NU1534.The geoid height was determined by GEOID03.
 NU1534
 NU1534;                    North         East     Units Scale Factor Converg.
 NU1534;SPC ID E     -    96,967.496   191,569.886   MT  0.99994824   -0 04 09.8
 NU1534;UTM  12      - 4,710,477.016   395,772.177   MT  0.99973366   -0 51 29.7
 NU1534
 NU1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1534!SPC ID E     -   0.99975818  x   0.99994824  =   0.99970643
 NU1534!UTM  12      -   0.99975818  x   0.99973366  =   0.99949190
 NU1534
 NU1534:                Primary Azimuth Mark                     Grid Az
 NU1534:SPC ID E     -  GRAIN AZ MK                              063 42 54.3
 NU1534:UTM  12      -  GRAIN AZ MK                              064 30 14.2
 NU1534
 NU1534|---------------------------------------------------------------------|
 NU1534| PID    Reference Object                     Distance      Geod. Az  |
 NU1534|                                                           dddmmss.s |
 NU1534| CM4763 GRAIN AZ MK                                        0633844.5 |
 NU1534| CM4764 GRAIN RM 1                           12.839 METERS 20551     |
 NU1534| CM4765 GRAIN RM 2                           14.858 METERS 27102     |
 NU1534|---------------------------------------------------------------------|
 NU1534
 NU1534                          SUPERSEDED SURVEY CONTROL
 NU1534
 NU1534  NAD 83(1986)-  42 32 22.75636(N)    112 16 09.44680(W) AD(       ) 2
 NU1534  NAD 27      -  42 32 23.05840(N)    112 16 06.55860(W) AD(       ) 2
 NU1534  NGVD 29 (07/19/86) 1554.4    (m)         5100.     (f) VERT ANG       
 NU1534
 NU1534.Superseded values are not recommended for survey control.
 NU1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1534.See file dsdata.txt to determine how the superseded data were derived.
 NU1534
 NU1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9577210477(NAD 83)
 NU1534_MARKER: DS = TRIANGULATION STATION DISK
 NU1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1534
 NU1534  HISTORY     - Date     Condition        Report By
 NU1534  HISTORY     - 1960     MONUMENTED       CGS
 NU1534  HISTORY     - 1963     GOOD             CGS
 NU1534
 NU1534                          STATION DESCRIPTION
 NU1534
 NU1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1534'THE STATION IS ABOUT 8 MILES NORTHWEST OF DOWNEY, 6 MILES
 NU1534'WEST-SOUTHWEST OF ARIMO, ON THE EAST SIDE OF A BLADED NORTH-SOUTH
 NU1534'ROAD, AT A POINT WHERE THE ROAD CROSSES THE SUMMIT OF AN
 NU1534'EAST-WEST RIDGE WHICH IS COMPLETELY CULTIVATED.
 NU1534'
 NU1534'TO REACH THE STATION FROM THE POST OFFICE IN ARIMO, DRIVE
 NU1534'WEST FOR 0.25 MILE TO U.S. HIGHWAYS 91 AND 191.  TURN LEFT
 NU1534'AND DRIVE SOUTH ON THE HIGHWAY FOR 0.3 MILE TO A GRAVELED SIDE
 NU1534'ROAD ON THE RIGHT.  BEAR RIGHT ONTO THE GRAVELED ROAD AND DRIVE
 NU1534'SOUTH FOR 0.1 MILE TO A Y-FORK.  TURN RIGHT AND DRIVE WESTERLY
 NU1534'ON THE GRAVELED ROAD FOR 3.2 MILES TO A CROSS ROAD.  CONTINUE
 NU1534'STRAIGHT AHEAD, WEST, FOR 1.0 MILE TO A CROSS ROAD AND THE
 NU1534'AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT AHEAD, WEST, FOR 1.0
 NU1534'MILE TO A CROSS ROAD IN THE BOTTOM OF A RAVINE.  TURN LEFT
 NU1534'AND DRIVE SOUTH FOR 0.5 MILE TO THE SUMMIT OF AN EAST-WEST
 NU1534'RIDGE AND THE STATION ON THE LEFT.
 NU1534'
 NU1534'THE SURFACE AND UNDERGROUND-STATION MARKS ARE TRIANGULATION
 NU1534'DISKS, STAMPED GRAIN 1960.  THE SURFACE MARK IS SET IN THE CENTER
 NU1534'OF THE TOP OF A CONCRETE MONUMENT, WHICH IS 12 INCHES SQUARE
 NU1534'AT THE TOP AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU1534'IT IS 30 FEET EAST OF THE CENTER OF THE BLADED ROAD AND 7 FEET
 NU1534'NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 NU1534'
 NU1534'REFERENCE MARK 1, STAMPED GRAIN NO 1 1960, IS A STANDARD DISK
 NU1534'SET IN THE TOP OF A CONCRETE POST, WHICH IS 12 INCHES SQUARE AT
 NU1534'THE TOP AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU1534'IT IS 15 FEET EAST OF THE CENTER OF THE BLADED ROAD.
 NU1534'
 NU1534'REFERENCE MARK 2, STAMPED GRAIN NO 2 1960, IS A STANDARD DISK
 NU1534'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, WHICH IS 12
 NU1534'INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE SURFACE
 NU1534'OF THE GROUND.  IT IS 17.5 FEET WEST OF THE CENTER OF THE BLADED
 NU1534'ROAD.
 NU1534'
 NU1534'THE AZIMUTH MARK, STAMPED GRAIN 1960, IS A STANDARD DISK SET IN
 NU1534'THE TOP OF A CONCRETE POST, WHICH IS 12 INCHES SQUARE AT THE TOP
 NU1534'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 NU1534'SITUATED IN THE SOUTHEAST QUADRANT OF A CROSS ROAD, 35.5 FEET
 NU1534'SOUTHEAST OF THE CENTER OF THE CROSS ROAD, 27 FEET SOUTH
 NU1534'OF THE CENTER OF THE EAST-WEST ROAD, 22 FEET EAST OF THE CENTER
 NU1534'OF THE NORTH-SOUTH ROAD AND 4 FEET SOUTHWEST OF A METAL WITNESS
 NU1534'POST WITH SIGN.
 NU1534
 NU1534                          STATION RECOVERY (1963)
 NU1534
 NU1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NU1534'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 NU1534'WERE RECOVERED AS DESCRIBED.  THE DESCRIPTION TO REACH THE
 NU1534'STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0730 ***********************************************************************
 OX0730  DESIGNATION -  GRAIN
 OX0730  PID         -  OX0730
 OX0730  STATE/COUNTY-  ID/MADISON
 OX0730  USGS QUAD   -  HAWLEY GULCH (1975)
 OX0730
 OX0730                         *CURRENT SURVEY CONTROL
 OX0730  ___________________________________________________________________
 OX0730* NAD 83(1992)-  43 43 04.25852(N)    111 36 54.88651(W)     ADJUSTED  
 OX0730* NAVD 88     -      1847.1    (meters)    6060.     (feet)  VERTCON   
 OX0730  ___________________________________________________________________
 OX0730  LAPLACE CORR-           8.19  (seconds)                    DEFLEC99
 OX0730  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 OX0730
 OX0730  HORZ ORDER  -  THIRD
 OX0730
 OX0730.The horizontal coordinates were established by classical geodetic methods
 OX0730.and adjusted by the National Geodetic Survey in July 1992..
 OX0730
 OX0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0730
 OX0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0730
 OX0730.The geoid height was determined by GEOID03.
 OX0730
 OX0730;                    North         East     Units Scale Factor Converg.
 OX0730;SPC ID E     -   227,995.034   244,434.077   MT  0.99997164   +0 22 51.9
 OX0730;UTM  12      - 4,840,719.693   450,439.979   MT  0.99963021   -0 25 30.8
 OX0730
 OX0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0730!SPC ID E     -   0.99971212  x   0.99997164  =   0.99968377
 OX0730!UTM  12      -   0.99971212  x   0.99963021  =   0.99934244
 OX0730
 OX0730:                Primary Azimuth Mark                     Grid Az
 OX0730:SPC ID E     -  WALK                                     311 50 57.7
 OX0730:UTM  12      -  WALK                                     312 39 20.4
 OX0730
 OX0730|---------------------------------------------------------------------|
 OX0730| PID    Reference Object                     Distance      Geod. Az  |
 OX0730|                                                           dddmmss.s |
 OX0730| OX0722 WALK                                APPROX. 7.3 KM 3121349.6 |
 OX0730|---------------------------------------------------------------------|
 OX0730
 OX0730                          SUPERSEDED SURVEY CONTROL
 OX0730
 OX0730  NAD 83(1986)-  43 43 04.25111(N)    111 36 54.86797(W) AD(       ) 3
 OX0730  NAD 27      -  43 43 04.57236(N)    111 36 52.02736(W) AD(       ) 3
 OX0730  NGVD 29 (07/19/86) 1845.9    (m)         6056.     (f) VERT ANG       
 OX0730
 OX0730.Superseded values are not recommended for survey control.
 OX0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0730.See file dsdata.txt to determine how the superseded data were derived.
 OX0730
 OX0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP5044040720(NAD 83)
 OX0730_MARKER: DD = SURVEY DISK
 OX0730_SETTING: 0 = UNSPECIFIED SETTING
 OX0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0730
 OX0730  HISTORY     - Date     Condition        Report By
 OX0730  HISTORY     - 1947     MONUMENTED       USGS
 OX0730
 OX0730                          STATION DESCRIPTION
 OX0730
 OX0730'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OX0730'LOCATED ABOUT 11.3 MI. SE. OF REXBURG, ABOUT 6.2 MI. SE. OF WALKER
 OX0730'ELEVATOR, AND 11.6 MI. (AIRLINE DISTANCES) S. OF NEWDALE, ON N. SLOPE
 OX0730'OF HILL IN GRASSY AREA, 20 FT. NE. OF CULTIVATED FIELD 100 FT. S. OF
 OX0730'WOODED DRAW, 44 FT. E. OF SAME DRAW, 8 FT. W. OF N-S. FENCE LINE.
 OX0730'FENCE CORNER IS 445 FT. S. AND CREST ON FENCE LINE IS 131 FT. S. OF
 OX0730'STATION.
 OX0730'
 OX0730'TO REACH FROM REXBURG COURTHOUSE, DRIVE TWO BLOCKS S. ON EAST 2ND ST.,
 OX0730'TURN E. ONE BLOCK LEAVING CONCRETE STREET ONTO GRAVELED RD., CONTINUE
 OX0730'SE. FOR 5.5 MI. TO T-RD. E. WHICH IS ABOUT 0.4 MI. N. OF WALKER
 OX0730'ELEVATOR, TURN E. ON GRADED DIRT SECTION LINE RD., DRIVE 4.1 MI. TO W.
 OX0730'EDGE OF MOODY CREEK CANYON, TURN LEFT 300 FT. TO T-RD., TURN RIGHT
 OX0730'(SE.) ACROSS MOODY CREEK AND GO S. FOR 1.7 MI. UPGRADE ALONG E. RIM OF
 OX0730'CANYON, TURN SE. AT LARGE MOODY CREEK FORK TO RD. FORKS, TAKE RIGHT
 OX0730'FORK SE., CONTINUE FOR 1.0 MI. SE. TO DRAW, KEEP TO LEFT, CROSS DRAW
 OX0730'AND PASS E. EDGE OF FARM BUILDINGS, GO 0.3 MI. SE. TO RD. FORKS, TURN
 OX0730'RIGHT (S.), PASS THROUGH DRAW AND CULTIVATED FIELD, TO 1.1 MI. S. TO
 OX0730'FARMHOUSE, TURN E. AND LOOP SW. OVER SMALL RISE ONTO CULTIVATED FIELD
 OX0730'RD., GO SW. ACROSS DRAW AND E. FOR 0.8 MI. OVER HILLTOP TO N. SIDE OF
 OX0730'CULTIVATED FIELD ALONG FENCE TO STATION.
 OX0730'
 OX0730'STATION MARK--STANDARD TABLET STAMPED---GRAIN 1947---, SET IN TOP OF
 OX0730'CONCRETE POST FLUSH WITH GROUND.
 OX0730'
 OX0730'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OX0730'---NO 1---, SET IN TOP OF CONCRETE POST, 131.20 FT. FROM STATION MARK,
 OX0730'S 00 DEG 25 MIN W.
 OX0730'
 OX0730'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OX0730'---NO 2---, SET IN TOP OF CONCRETE POST, 42.85 FT. FROM STATION
 OX0730'MARK, N 87 DEG 08 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0749 ***********************************************************************
 NV0749  DESIGNATION -  GRAND
 NV0749  PID         -  NV0749
 NV0749  STATE/COUNTY-  ID/OWYHEE
 NV0749  USGS QUAD   -  C J STRIKE DAM (1992)
 NV0749
 NV0749                         *CURRENT SURVEY CONTROL
 NV0749  ___________________________________________________________________
 NV0749* NAD 83(1992)-  42 55 48.90712(N)    115 57 02.80295(W)     ADJUSTED  
 NV0749* NAVD 88     -       790.036  (meters)    2591.98   (feet)  ADJUSTED  
 NV0749  ___________________________________________________________________
 NV0749  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 NV0749  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 NV0749  DYNAMIC HT  -         789.691 (meters)    2590.84  (feet)  COMP
 NV0749  MODELED GRAV-     980,158.2   (mgal)                       NAVD 88
 NV0749
 NV0749  HORZ ORDER  -  THIRD
 NV0749  VERT ORDER  -  SECOND    CLASS 0
 NV0749
 NV0749.The horizontal coordinates were established by classical geodetic methods
 NV0749.and adjusted by the National Geodetic Survey in July 1992..
 NV0749
 NV0749.The orthometric height was determined by differential leveling
 NV0749.and adjusted by the National Geodetic Survey in June 1991..
 NV0749
 NV0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0749
 NV0749.The geoid height was determined by GEOID03.
 NV0749
 NV0749.The dynamic height is computed by dividing the NAVD 88
 NV0749.geopotential number by the normal gravity value computed on the
 NV0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0749.degrees latitude (g = 980.6199 gals.).
 NV0749
 NV0749.The modeled gravity was interpolated from observed gravity values.
 NV0749
 NV0749;                    North         East     Units Scale Factor Converg.
 NV0749;SPC ID W     -   140,368.104   783,610.903   MT  0.99993664   -0 08 12.3
 NV0749;UTM  11      - 4,753,603.415   585,617.330   MT  0.99969018   +0 42 52.8
 NV0749
 NV0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0749!SPC ID W     -   0.99987877  x   0.99993664  =   0.99981542
 NV0749!UTM  11      -   0.99987877  x   0.99969018  =   0.99956899
 NV0749
 NV0749|---------------------------------------------------------------------|
 NV0749| PID    Reference Object                     Distance      Geod. Az  |
 NV0749|                                                           dddmmss.s |
 NV0749| NV0750 GRAND RM 1                           15.912 METERS 22357     |
 NV0749| CD5161 GRAND AZ MK                                        3062937.3 |
 NV0749| NV0751 GRAND RM 2                           12.713 METERS 31806     |
 NV0749|---------------------------------------------------------------------|
 NV0749
 NV0749                          SUPERSEDED SURVEY CONTROL
 NV0749
 NV0749  NAD 83(1986)-  42 55 48.90803(N)    115 57 02.79957(W) AD(       ) 3
 NV0749  NAD 27      -  42 55 49.29000(N)    115 56 59.47300(W) AD(       ) 3
 NV0749  NGVD 29 (??/??/92)  789.160  (m)         2589.10   (f) ADJ UNCH    2 0
 NV0749
 NV0749.Superseded values are not recommended for survey control.
 NV0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0749.See file dsdata.txt to determine how the superseded data were derived.
 NV0749
 NV0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8561753603(NAD 83)
 NV0749_MARKER: DB = BENCH MARK DISK
 NV0749_SETTING: 66 = SET IN ROCK OUTCROP
 NV0749_SP_SET: RIDGE
 NV0749_STAMPING: GRAND 1944
 NV0749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0749+STABILITY: POSITION/ELEVATION WELL
 NV0749
 NV0749  HISTORY     - Date     Condition        Report By
 NV0749  HISTORY     - 1945     MONUMENTED       CGS
 NV0749  HISTORY     - 1945     GOOD             CGS
 NV0749
 NV0749                          STATION DESCRIPTION
 NV0749
 NV0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV0749'STATION IS LOCATED ABOUT 9 MILES WNW OF BRUNEAU, ABOUT 7
 NV0749'MILES (AIR LINE) ESE OF GRANDVIEW, AND 1 MILE SE OF A SHARP
 NV0749'BEND IN THE SNAKE RIVER.  IT IS 49 FEET W OF THE CENTER LINE
 NV0749'OF A ROAD, 6 FEET W OF A WHITE WOODEN WITNESS POST, AND ABOUT
 NV0749'5 FEET HIGHER THAN ROAD.
 NV0749'
 NV0749'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 NV0749'POST PROJECTING ABOUT 4 INCHES.  IT IS STAMPED GRAND 1945.
 NV0749'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 NV0749'
 NV0749'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN TOP OF A
 NV0749'CONCRETE POST PROJECTING ABOUT 6 INCHES.  IT IS STAMPED GRAND
 NV0749'NO 1 1945.  IT IS 45 FEET N OF A ROUND-TOPPED KNOLL AND ABOUT
 NV0749'4 FEET LOWER IN ELEVATION THAN STATION MARK.
 NV0749'
 NV0749'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN TOP OF A
 NV0749'CONCRETE POST PROJECTING ABOUT 8 INCHES.  IT IS STAMPED GRAND
 NV0749'NO 2 1945.  IT IS 59 FEET W OF THE CENTER LINE OF ROAD AND AT
 NV0749'ABOUT THE SAME ELEVATION AS STATION MARK.
 NV0749'
 NV0749'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN TOP OF A
 NV0749'CONCRETE POST PROJECTING ABOUT 10 INCHES.  IT IS STAMPED Z 296
 NV0749'1945.  IT IS 0.2 MILE W OF WHERE TELEPHONE LINE LEAVES ROAD
 NV0749'AND 39 FEET N OF THE CENTER LINE OF ROAD.
 NV0749'
 NV0749'TO REACH STATION FROM GRAND VIEW FOLLOW ROAD TOWARD BRUNEAU
 NV0749'FOR 7.8 MILES TO B.M. Z 296 ON THE LEFT (N) SIDE OF THE ROAD.
 NV0749'(THIS IS THE BENCH MARK USED AS THE AZIMUTH MARK FOR STATION.)
 NV0749'CONTINUE 0.5 MILE TO A JUNCTION, KEEP TO THE RIGHT (SE) FOR
 NV0749'0.95 MILE TO THE TOP OF THE RISE AND THE STATION ON THE RIGHT
 NV0749'(W) SIDE OF THE ROAD.
 NV0749
 NV0749                          STATION RECOVERY (1945)
 NV0749
 NV0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 NV0749'8.9 MI SE FROM GRANDVIEW.
 NV0749'ALONG THE GRANDVIEW TO BRUNEAU HIGHWAY.  0.8 MILES SOUTHEAST OF A Y
 NV0749'ROAD INTERSECTION.  AT THE HIGH POINT OF A RIDGE.  50 FEET WEST OF THE
 NV0749'CENTER LINE OF THE ROAD.  10 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0697 ***********************************************************************
 QA0697  DESIGNATION -  GRAND
 QA0697  PID         -  QA0697
 QA0697  STATE/COUNTY-  ID/CUSTER
 QA0697  USGS QUAD   -  BRADBURY FLAT (1963)
 QA0697
 QA0697                         *CURRENT SURVEY CONTROL
 QA0697  ___________________________________________________________________
 QA0697* NAD 83(1992)-  44 28 33.52986(N)    114 12 33.31944(W)     ADJUSTED  
 QA0697* NAVD 88     -      1526.2    (meters)    5007.     (feet)  VERTCON   
 QA0697  ___________________________________________________________________
 QA0697  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 QA0697  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 QA0697
 QA0697  HORZ ORDER  -  SECOND
 QA0697
 QA0697.The horizontal coordinates were established by classical geodetic methods
 QA0697.and adjusted by the National Geodetic Survey in July 1992..
 QA0697
 QA0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0697
 QA0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0697
 QA0697.The geoid height was determined by GEOID03.
 QA0697
 QA0697;                    North         East     Units Scale Factor Converg.
 QA0697;SPC ID C     -   312,103.187   483,352.054   MT  0.99995078   -0 08 47.8
 QA0697;UTM  11      - 4,928,529.725   721,950.710   MT  1.00020585   +1 57 21.7
 QA0697
 QA0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0697!SPC ID C     -   0.99976272  x   0.99995078  =   0.99971351
 QA0697!UTM  11      -   0.99976272  x   1.00020585  =   0.99996852
 QA0697
 QA0697:                Primary Azimuth Mark                     Grid Az
 QA0697:SPC ID C     -  F 16                                     143 11 05.3
 QA0697:UTM  11      -  F 16                                     141 04 55.8
 QA0697
 QA0697|---------------------------------------------------------------------|
 QA0697| PID    Reference Object                     Distance      Geod. Az  |
 QA0697|                                                           dddmmss.s |
 QA0697| QA0053 F 16                                               1430217.5 |
 QA0697| CD5162 GRAND RM 1                           24.842 METERS 24255     |
 QA0697| CD5163 GRAND RM 2                           10.865 METERS 33935     |
 QA0697|---------------------------------------------------------------------|
 QA0697
 QA0697                          SUPERSEDED SURVEY CONTROL
 QA0697
 QA0697  NAD 83(1986)-  44 28 33.52964(N)    114 12 33.31367(W) AD(       ) 2
 QA0697  NAD 27      -  44 28 33.80970(N)    114 12 30.08840(W) AD(       ) 2
 QA0697  NGVD 29 (07/19/86) 1525.0    (m)         5003.     (f) VERT ANG       
 QA0697
 QA0697.Superseded values are not recommended for survey control.
 QA0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0697.See file dsdata.txt to determine how the superseded data were derived.
 QA0697
 QA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK2195128530(NAD 83)
 QA0697_MARKER: DS = TRIANGULATION STATION DISK
 QA0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0697_STAMPING: GRAND 1957
 QA0697_MARK LOGO: CGS   
 QA0697_MAGNETIC: N = NO MAGNETIC MATERIAL
 QA0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0697+STABILITY: SURFACE MOTION
 QA0697
 QA0697  HISTORY     - Date     Condition        Report By
 QA0697  HISTORY     - 1957     MONUMENTED       CGS
 QA0697  HISTORY     - 19830713 GOOD             NGS
 QA0697
 QA0697                          STATION DESCRIPTION
 QA0697
 QA0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0697'THE STATION IS LOCATED ON HIGHWAY RIGHT-OF-WAY PROPERTY NEAR
 QA0697'THE JUNCTION OF U.S. HIGHWAY 93 AND 93 ALTERNATE.  IT IS ABOUT
 QA0697'2 MILES AIRLINE SOUTH-SOUTHEAST OF CHALLIS.
 QA0697'
 QA0697'TO REACH FROM THE U.S. POST OFFICE IN CHALLIS, GO EAST FOR 0.5
 QA0697'MILE TO U.S. HIGHWAY 93.  TURN RIGHT AND GO SOUTHERLY ON U.S.
 QA0697'HIGHWAY 93 FOR 2.0 MILES TO A CONCRETE CULVERT AND THE STATION
 QA0697'ON THE LEFT.
 QA0697'
 QA0697'THE STATION MARK IS A STANDARD DISK STAMPED GRAND 1957, SET
 QA0697'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 QA0697'4 INCHES.  IT IS 12 FEET WEST OF A FENCE LINE, 36 FEET EAST OF
 QA0697'THE CENTER LINE OF U.S. HIGHWAY 93, 12 FEET NORTHEAST OF THE
 QA0697'EAST END OF A CONCRETE IRRIGATION CULVERT, 7.2 FEET SOUTH OF A
 QA0697'STANDARD WITNESS POST AND 190 FEET NORTH OF THE INTERSECTION
 QA0697'OF U.S. HIGHWAY 93 AND 93 ALTERNATE.
 QA0697'
 QA0697'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GRAND
 QA0697'NO 1 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 QA0697'THAT PROJECTS 3 INCHES.  IT IS 16 FEET EAST OF A FENCE LINE, 20
 QA0697'FEET NORTH-NORTHWEST OF THE WEST END OF A CONCRETE CULVERT,
 QA0697'37 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 93 AND AT THE
 QA0697'SAME ELEVATION AS THE STATION.
 QA0697'
 QA0697'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GRAND NO
 QA0697'2 1957, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 QA0697'THAT PROJECTS 4 INCHES.  IT IS 3 FEET WEST OF A FENCE LINE, 42
 QA0697'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 93 AND AT THE SAME
 QA0697'ELEVATION AS THE STATION.
 QA0697'
 QA0697'USC AND GS BENCH MARK F 16 WILL SERVE AS THE AZIMUTH MARK.  IT
 QA0697'IS A STANDARD BENCH MARK DISK STAMPED F 16 1933, CEMENTED IN A
 QA0697'DRILL HOLE IN THE NORTH END OF THE WEST CONCRETE BRIDGE ABUTMENT
 QA0697'OF THE BRIDGE ACROSS THE SALMON RIVER.  IT IS 16 FEET WEST OF
 QA0697'THE CENTER LINE OF THE HIGHWAY.  TO REACH FROM THE STATION, GO
 QA0697'SOUTHEAST ON U.S. HIGHWAY 93 ALTERNATE FOR 0.3 MILE TO THE
 QA0697'BRIDGE AND BENCH MARK ON THE RIGHT.
 QA0697
 QA0697                          STATION RECOVERY (1983)
 QA0697
 QA0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QA0697'THE STATION, RM 1, AND THE AZ MK, BM F 16, WERE RECOVERED IN GOOD
 QA0697'CONDITION.  RM 2 MIGHT STILL BE IN PLACE BUT COVERED BY DIRT AND
 QA0697'GRAVEL IN A DRIVEWAY.  IT WAS NOT DUG FOR.  RM 3 WAS SET AT THIS TIME.
 QA0697'THE DISTANCE TO RM 1 DIFFERS BY .005 METER.  (0.016 FT) THE ANGLE
 QA0697'DIFFERS BY ONE MINUTE.  THE STATION IS LOCATED ABOUT A 32 KM (19.90
 QA0697'MI) S OF CHALLIS, ON HWY RIGHT OF WAY PROPERTY.  TO REACH THE STATION
 QA0697'FROM THE POST OFFICE IN CHALLIS GO E 0.8 KM (0.50 MI) TO HWY 93, TURN
 QA0697'RIGHT AND GO 3.2 KM (2.00 MI) TO A CONCRETE IRRIGATION DITCH UNDER THE
 QA0697'HWY AND THE MARK ON THE LEFT.
 QA0697' 
 QA0697'STATION IS A STANDARD USCGS DISK STAMPED---GRAND 1957---, SET INTO THE
 QA0697'TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER, RECESSED 30 CM
 QA0697'BELOW THE GROUND.  THE STATION IS LOCATED 91 METERS (298.6 FT) NNE
 QA0697'FROM THE INTERSECTION OF US HWY 93 AND STATE HWY 75, 31.0 METERS
 QA0697'(101.7 FT) NW FROM THE NW CORNER OF THE CARPORT OVER GAS PUMPS OF
 QA0697'VALLEY JUNCTION STORE, 22.3 METERS (73.2 FT) N FROM AN AMCO SIGN, 3.2
 QA0697'METERS (10.5 FT) NE FROM THE NE CORNER OF THE W ONE OF TWO IRRIGATION
 QA0697'DITCH OPENINGS, 12.5 METERS (41.0 FT) E FROM THE CENTERLINE OF ROAD,
 QA0697'0.7 METERS (2.3 FT) W FROM A WITNESS POST.
 QA0697' 
 QA0697'REFERENCE MARK NO 1 IS A STANDARD USGS DISK STAMPED--GRAND NO 1 1957-,
 QA0697'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 23 CM IN DIAMETER,
 QA0697'PROJECTING 6 CM ABOVE THE GROUND. THE STATION IS LOCATED 12.2 METERS
 QA0697'(40.0 FT) W FROM THE CENTERLINE OF ROAD, 14.8 METERS (48.6 FT) SE FROM
 QA0697'A POWER POLE, 6.2 METERS (20.3 FT) NE FROM THE E END OF A CONCRETE
 QA0697'IRRIGATION WELL AND ABOUT LEVEL WITH THE STATION.
 QA0697' 
 QA0697'RM NO 3, IS A STANDARD NGS DISK STAMPED---GRAND 1957 NO 3 1983---, SE
 QA0697'INTO THE NW CORNER OF A PLATFORM HOLDING AN AMCO SIGN.  THE STATION IS
 QA0697'LOCATED 16.2 METERS (53.1 FT) W FROM THE NW CORNER OF GAS PUMP
 QA0697'CARPORT, 0.2 METERS (0.7 FT) NW FROM AMCO SIGN, AND 0.5 METERS (1.6
 QA0697'FT) HIGHER THAN THE STATION.
 QA0697' 
 QA0697'AZ MK NO 1, IS A STANDARD BENCH MARK DISK STAMPED---F 16 1933---, SET
 QA0697'IN NW ABUTMENT OF BRIDGE OVER SALMON RIVER.  THE STATION IS LOCATED
 QA0697'4.7 METERS (15.4 FT) W FROM THE CENTERLINE OF US 93, 1.7 METERS (5.6
 QA0697'FT) S FROM A SALMON RIVER SIGN, 0.4 METERS (1.3 FT) W FROM A GUARD
 QA0697'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO S ON 93 FOR 0.6
 QA0697'KM (0.35 MI) TO N END OF BRIDGE AND MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1523 ***********************************************************************
 SV1523  DESIGNATION -  GRAND
 SV1523  PID         -  SV1523
 SV1523  STATE/COUNTY-  ID/LATAH
 SV1523  USGS QUAD   -  EMIDA (1994)
 SV1523
 SV1523                         *CURRENT SURVEY CONTROL
 SV1523  ___________________________________________________________________
 SV1523* NAD 83(1992)-  47 00 14.84531(N)    116 30 47.28157(W)     ADJUSTED  
 SV1523* NAVD 88     -      1447.2    (meters)    4748.     (feet)  VERTCON   
 SV1523  ___________________________________________________________________
 SV1523  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 SV1523  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 SV1523
 SV1523  HORZ ORDER  -  THIRD
 SV1523
 SV1523.The horizontal coordinates were established by classical geodetic methods
 SV1523.and adjusted by the National Geodetic Survey in July 1992..
 SV1523
 SV1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1523
 SV1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1523
 SV1523.The geoid height was determined by GEOID03.
 SV1523
 SV1523;                    North         East     Units Scale Factor Converg.
 SV1523;SPC ID W     -   593,335.050   741,967.552   MT  0.99997471   -0 33 29.4
 SV1523;UTM  11      - 5,205,737.377   537,011.407   MT  0.99961684   +0 21 22.0
 SV1523
 SV1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1523!SPC ID W     -   0.99977593  x   0.99997471  =   0.99975064
 SV1523!UTM  11      -   0.99977593  x   0.99961684  =   0.99939285
 SV1523
 SV1523:                Primary Azimuth Mark                     Grid Az
 SV1523:SPC ID W     -  BEALS                                    176 10 19.8
 SV1523:UTM  11      -  BEALS                                    175 15 28.4
 SV1523
 SV1523|---------------------------------------------------------------------|
 SV1523| PID    Reference Object                     Distance      Geod. Az  |
 SV1523|                                                           dddmmss.s |
 SV1523| RZ1857 BEALS                               APPROX. 6.8 KM 1753650.4 |
 SV1523|---------------------------------------------------------------------|
 SV1523
 SV1523                          SUPERSEDED SURVEY CONTROL
 SV1523
 SV1523  NAD 83(1986)-  47 00 14.84927(N)    116 30 47.27542(W) AD(       ) 3
 SV1523  NAD 27      -  47 00 15.23801(N)    116 30 43.69605(W) AD(       ) 3
 SV1523  NGVD 29 (07/19/86) 1446.0    (m)         4744.     (f) VERT ANG       
 SV1523
 SV1523.Superseded values are not recommended for survey control.
 SV1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1523.See file dsdata.txt to determine how the superseded data were derived.
 SV1523
 SV1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3701105737(NAD 83)
 SV1523_MARKER: DD = SURVEY DISK
 SV1523_SETTING: 66 = SET IN ROCK OUTCROP
 SV1523_SP_SET: SET IN ROCK OUTCROP
 SV1523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1523+STABILITY: POSITION/ELEVATION WELL
 SV1523
 SV1523  HISTORY     - Date     Condition        Report By
 SV1523  HISTORY     - 1919     MONUMENTED       USGS
 SV1523
 SV1523                          STATION DESCRIPTION
 SV1523
 SV1523'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 SV1523'LOCATED ABOUT 12 MI. W. OF CLARKIA, ABOUT 11.7 MI. NE. OF HARVARD, AND
 SV1523'ABOUT 8.6 MI. SE. OF EMIDA, ON HIGHER OF TWO TOPS OF MOUNTAIN KNOWN
 SV1523'LOCALLY AS BABY GRAND MOUNTAIN.
 SV1523'
 SV1523'TO REACH FROM HARVARD POST OFFICE, DRIVE NE. ON U.S. HIGHWAY 95
 SV1523'ALTERNATE FOR 3.6 MI. TO T-RD. SE., TURN RIGHT AS PER SIGN --LAIRD
 SV1523'PARK RECREATION AREA-- AND CONTINUE ON MAIN RD. PAST BOY SCOUT CAMP
 SV1523'AND LAIRD PARK FOR 2.0 MI. TO 3-WAY RD. FORK, TAKE MIDDLE FORK AND
 SV1523'CONTINUE 2.6 MI. TO RD. FORK, TAKE LEFT FORK AND CONTINUE 2.6 MI. TO
 SV1523'RD. FORK, TAKE RIGHT FORK AND CONTINUE 1.9 MI. TO RD. FORK, TAKE LEFT
 SV1523'FORK AND CONTINUE 1.2 MI. TO RD. FORK, TAKE LEFT FORK AND CONTINUE 1.3
 SV1523'MI. TO RD. FORK, TAKE LEFT FORK AS PER SIGN --MIZPAH CREEK RD.-- AND
 SV1523'CONTINUE 0.05 MI. TO RD. FORK, TAKE LEFT FORK AS PER SIGN --MIZPAH
 SV1523'MINE RD.-- AND CONTINUE 2.2 MI. TO RD. FORK AND COLLAPSED BUILDING ON
 SV1523'LEFT.  CONTINUE ON FOOT (OR BY JEEP 0.25 MI.) AS PER SIGN --TRAIL 335
 SV1523'BABY GRAND MTN. 2 MILES-- TO TOP AND STATION.  A 1-HOUR PACK TO TOP
 SV1523'FROM END OF JEEP TRAVEL.
 SV1523'
 SV1523'STATION MARK--STANDARD USGS TABLET PREVIOUSLY UNSTAMPED, NOW STAMPED
 SV1523'---GRAND 1919 1959---, CEMENTED IN NATURAL ROCK OUTCROP.
 SV1523'
 SV1523'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER SET IN 6 IN. DOUGLAS FIR
 SV1523'TREE ABOUT 18 IN. ABOVE GROUND, 46.20 FT. FROM STATION MARK,
 SV1523'S 57 DEG 17 MIN W.
 SV1523'
 SV1523'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN 14 IN. DOUGLAS FIR
 SV1523'TREE ABOUT 6 FT. ABOVE GROUND, 59.85 FT. FROM STATION MARK,
 SV1523'S 40 DEG 59 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0750 ***********************************************************************
 NV0750  DESIGNATION -  GRAND RM 1
 NV0750  PID         -  NV0750
 NV0750  STATE/COUNTY-  ID/OWYHEE
 NV0750  USGS QUAD   -  C J STRIKE DAM (1992)
 NV0750
 NV0750                         *CURRENT SURVEY CONTROL
 NV0750  ___________________________________________________________________
 NV0750* NAD 83(1986)-  42 55 49.     (N)    115 57 02.     (W)     SCALED    
 NV0750* NAVD 88     -       788.297  (meters)    2586.27   (feet)  ADJUSTED  
 NV0750  ___________________________________________________________________
 NV0750  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 NV0750  DYNAMIC HT  -         787.952 (meters)    2585.14  (feet)  COMP
 NV0750  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 NV0750
 NV0750  VERT ORDER  -  SECOND    CLASS 0
 NV0750
 NV0750.The horizontal coordinates were scaled from a topographic map and have
 NV0750.an estimated accuracy of +/- 6 seconds.
 NV0750
 NV0750.The orthometric height was determined by differential leveling
 NV0750.and adjusted by the National Geodetic Survey in June 1991..
 NV0750
 NV0750.The geoid height was determined by GEOID03.
 NV0750
 NV0750.The dynamic height is computed by dividing the NAVD 88
 NV0750.geopotential number by the normal gravity value computed on the
 NV0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0750.degrees latitude (g = 980.6199 gals.).
 NV0750
 NV0750.The modeled gravity was interpolated from observed gravity values.
 NV0750
 NV0750;                    North         East    Units  Estimated Accuracy
 NV0750;SPC ID W     -   140,370.      783,630.      MT  (+/- 180 meters Scaled)
 NV0750
 NV0750                          SUPERSEDED SURVEY CONTROL
 NV0750
 NV0750  NGVD 29 (??/??/92)  787.420  (m)         2583.39   (f) ADJ UNCH    2 0
 NV0750
 NV0750.Superseded values are not recommended for survey control.
 NV0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0750.See file dsdata.txt to determine how the superseded data were derived.
 NV0750
 NV0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH856536(NAD 83)
 NV0750_MARKER: DR = REFERENCE MARK DISK
 NV0750_SETTING: 66 = SET IN ROCK OUTCROP
 NV0750_SP_SET: RIDGE
 NV0750_STAMPING: GRAND NO 1 1944
 NV0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0750+STABILITY: POSITION/ELEVATION WELL
 NV0750
 NV0750  HISTORY     - Date     Condition        Report By
 NV0750  HISTORY     - 1944     MONUMENTED       CGS
 NV0750
 NV0750                          STATION DESCRIPTION
 NV0750
 NV0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NV0750'8.9 MI SE FROM GRANDVIEW.
 NV0750'ALONG THE GRANDVIEW TO BRUNEAU HIGHWAY.  0.8 MILES SOUTHEAST OF THE Y
 NV0750'ROAD INTERSECTION.  AT THE HIGH POINT OF A RIDGE.  70 FEET WEST OF THE
 NV0750'CENTER LINE OF THE ROAD.  5 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0751 ***********************************************************************
 NV0751  DESIGNATION -  GRAND RM 2
 NV0751  PID         -  NV0751
 NV0751  STATE/COUNTY-  ID/OWYHEE
 NV0751  USGS QUAD   -  C J STRIKE DAM (1992)
 NV0751
 NV0751                         *CURRENT SURVEY CONTROL
 NV0751  ___________________________________________________________________
 NV0751* NAD 83(1986)-  42 55 49.     (N)    115 57 02.     (W)     SCALED    
 NV0751* NAVD 88     -       789.804  (meters)    2591.22   (feet)  ADJUSTED  
 NV0751  ___________________________________________________________________
 NV0751  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 NV0751  DYNAMIC HT  -         789.459 (meters)    2590.08  (feet)  COMP
 NV0751  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 NV0751
 NV0751  VERT ORDER  -  SECOND    CLASS 0
 NV0751
 NV0751.The horizontal coordinates were scaled from a topographic map and have
 NV0751.an estimated accuracy of +/- 6 seconds.
 NV0751
 NV0751.The orthometric height was determined by differential leveling
 NV0751.and adjusted by the National Geodetic Survey in June 1991..
 NV0751
 NV0751.The geoid height was determined by GEOID03.
 NV0751
 NV0751.The dynamic height is computed by dividing the NAVD 88
 NV0751.geopotential number by the normal gravity value computed on the
 NV0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0751.degrees latitude (g = 980.6199 gals.).
 NV0751
 NV0751.The modeled gravity was interpolated from observed gravity values.
 NV0751
 NV0751;                    North         East    Units  Estimated Accuracy
 NV0751;SPC ID W     -   140,370.      783,630.      MT  (+/- 180 meters Scaled)
 NV0751
 NV0751                          SUPERSEDED SURVEY CONTROL
 NV0751
 NV0751  NGVD 29 (??/??/92)  788.928  (m)         2588.34   (f) ADJ UNCH    2 0
 NV0751
 NV0751.Superseded values are not recommended for survey control.
 NV0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0751.See file dsdata.txt to determine how the superseded data were derived.
 NV0751
 NV0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH856536(NAD 83)
 NV0751_MARKER: DR = REFERENCE MARK DISK
 NV0751_SETTING: 66 = SET IN ROCK OUTCROP
 NV0751_SP_SET: RIDGE
 NV0751_STAMPING: GRAND NO 2 1944
 NV0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0751+STABILITY: POSITION/ELEVATION WELL
 NV0751
 NV0751  HISTORY     - Date     Condition        Report By
 NV0751  HISTORY     - 1944     MONUMENTED       CGS
 NV0751
 NV0751                          STATION DESCRIPTION
 NV0751
 NV0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NV0751'8.9 MI SE FROM GRANDVIEW.
 NV0751'ALONG THE GRANDVIEW TO BRUNEAU HIGHWAY.  0.8 MILES SOUTHEAST OF THE Y
 NV0751'ROAD INTERSECTION.  AT THE HIGH POINT OF A RIDGE.  55 FEET WEST OF THE
 NV0751'CENTERLINE OF THE ROAD.  10 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0460 ***********************************************************************
 PY0460  DESIGNATION -  GRAND VIEW
 PY0460  PID         -  PY0460
 PY0460  STATE/COUNTY-  ID/FREMONT
 PY0460  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0460
 PY0460                         *CURRENT SURVEY CONTROL
 PY0460  ___________________________________________________________________
 PY0460* NAD 83(1992)-  44 10 51.10994(N)    111 18 56.79962(W)     ADJUSTED  
 PY0460* NAVD 88     -      1807.761  (meters)    5930.96   (feet)  POSTED    
 PY0460  ___________________________________________________________________
 PY0460  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 PY0460  GEOID HEIGHT-          -9.99  (meters)                     GEOID03
 PY0460  DYNAMIC HT  -        1806.750 (meters)    5927.65  (feet)  COMP
 PY0460  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 PY0460
 PY0460  HORZ ORDER  -  SECOND
 PY0460  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0460
 PY0460.The horizontal coordinates were established by classical geodetic methods
 PY0460.and adjusted by the National Geodetic Survey in July 1992..
 PY0460
 PY0460.The orthometric height was determined by differential leveling
 PY0460.and adjusted by the National Geodetic Survey in 1992..
 PY0460.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0460.rate of 0.0 thru 1.0 mm/km.
 PY0460
 PY0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0460
 PY0460.The geoid height was determined by GEOID03.
 PY0460
 PY0460.The dynamic height is computed by dividing the NAVD 88
 PY0460.geopotential number by the normal gravity value computed on the
 PY0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0460.degrees latitude (g = 980.6199 gals.).
 PY0460
 PY0460.The modeled gravity was interpolated from observed gravity values.
 PY0460
 PY0460;                    North         East     Units Scale Factor Converg.
 PY0460;SPC ID E     -   279,642.743   268,035.403   MT  1.00000428   +0 35 34.9
 PY0460;UTM  12      - 4,892,009.786   474,759.837   MT  0.99960783   -0 13 12.3
 PY0460
 PY0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0460!SPC ID E     -   0.99971819  x   1.00000428  =   0.99972246
 PY0460!UTM  12      -   0.99971819  x   0.99960783  =   0.99932613
 PY0460
 PY0460|---------------------------------------------------------------------|
 PY0460| PID    Reference Object                     Distance      Geod. Az  |
 PY0460|                                                           dddmmss.s |
 PY0460| CN3641 GRAND VIEW RM 1                      47.153 METERS 16937     |
 PY0460| CN3640 GRAND VIEW AZ MK                                   1734359.5 |
 PY0460| CN3642 GRAND VIEW RM 2                      33.214 METERS 24426     |
 PY0460|---------------------------------------------------------------------|
 PY0460
 PY0460                          SUPERSEDED SURVEY CONTROL
 PY0460
 PY0460  NAD 83(1986)-  44 10 51.11396(N)    111 18 56.77514(W) AD(       ) 2
 PY0460  NAD 27      -  44 10 51.41700(N)    111 18 53.97400(W) AD(       ) 2
 PY0460  NGVD 29 (??/??/92) 1806.579  (m)         5927.08   (f) ADJ UNCH    2 0
 PY0460
 PY0460.Superseded values are not recommended for survey control.
 PY0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0460.See file dsdata.txt to determine how the superseded data were derived.
 PY0460
 PY0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7476092010(NAD 83)
 PY0460_MARKER: DS = TRIANGULATION STATION DISK
 PY0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0460_STAMPING: GRAND VIEW 1946
 PY0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0460+STABILITY: SURFACE MOTION
 PY0460
 PY0460  HISTORY     - Date     Condition        Report By
 PY0460  HISTORY     - 1946     MONUMENTED       CGS
 PY0460  HISTORY     - 1946     GOOD             CGS
 PY0460
 PY0460                          STATION DESCRIPTION
 PY0460
 PY0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 PY0460'THE STATION IS LOCATED ON THE EAST CANYON RIM OF THE HENRYS NORTH
 PY0460'FORK RIVER, AT A POINT 7 MILES UP STREAM FROM THE JUNCTION OF
 PY0460'HENRYS NORTH FORK RIVER AND WARM RIVER AND IN A CLEARING BETWEEN
 PY0460'U.S. HIGHWAY NO. 191 AND THE CANYON RIM.  THE DISK IS SET IN
 PY0460'A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES AND IS STAMPED
 PY0460'GRAND VIEW 1946.  IT IS 90 FEET WEST OF THE CENTER OF U.S.
 PY0460'HIGHWAY NO. 191, 157 FEET EAST OF THE ROCKY RIM OF THE CANYON
 PY0460'AND 61 FEET NORTHEAST OF A LONE 3 FOOT PINE TREE.
 PY0460'
 PY0460'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN OUTCROPPING BEDROCK
 PY0460'AND IS STAMPED GRAND VIEW NO 1 1946.  IT IS SOUTH BY EAST OF THE
 PY0460'STATION AND 15 FEET EAST OF A PERMANENT SNOW FENCE.
 PY0460'
 PY0460'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN A BOULDER AT THE
 PY0460'EAST EDGE OF THE ROCKY RIM OF THE CANYON AND IS STAMPED GRAND
 PY0460'VIEW NO 2 1946.  IT IS WEST BY SOUTH OF THE STATION.
 PY0460'
 PY0460'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTH OF THE STATION
 PY0460'AND AT THE GRAND VIEW DRIVE.  THE DISK IS SET FLUSH IN A BOULDER
 PY0460'15 FEET NORTH OF A 2 FOOT PINE TREE, 30 FEET NORTHWEST OF THE
 PY0460'CENTER OF THE GRAND VIEW DRIVE AND IS STAMPED GRAND VIEW 1946.
 PY0460'TO REACH FROM THE STATION GO SOUTH ON U.S. HIGHWAY NO. 191 FOR
 PY0460'0.5 MILE TO THE GRAND VIEW DRIVE ON THE RIGHT, TURN RIGHT AND
 PY0460'GO 0.1 MILE TO THE LOOKOUT POINT AND THE MARK AS DESCRIBED.
 PY0460'
 PY0460'TO REACH THE STATION FROM THE WARM RIVER INN AND BRIDGE ACROSS
 PY0460'WARM RIVER GO NORTH ON U.S. HIGHWAY NO. 191 FOR 6.3 MILE TO THE
 PY0460'CLEARING AND THE STATION ON THE LEFT AS DESCRIBED.  THIS IS 0.5
 PY0460'MILE NORTH OF THE GRAND VIEW DRIVE WHICH IS DESIGNATED BY ROAD
 PY0460'SIGNS.
 PY0460'
 PY0460'THE SUBSTITUTE CONTROL STATION IS THE JUNCTION OF THE CENTERLINE
 PY0460'AT THE NORTH END OF A SEMI CIRCULAR DRIVE-OFF ON THE WEST SIDE
 PY0460'OF U.S. HIGHWAY NO. 191 AND THE WEST EDGE OF U.S. HIGHWAY NO.
 PY0460'191.  IT IS NORTHEAST OF THE STATION AND AT APPROXIMATELY THE
 PY0460'SAME ELEVATION.
 PY0460
 PY0460                          STATION RECOVERY (1946)
 PY0460
 PY0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 PY0460'15.2 MI N FROM ASHTON.
 PY0460'15.2 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0460'7.0 MILES UPSTREAM ALONG HENRYS NORTH FORK RIVER FROM THE JUNCTION OF
 PY0460'WARM RIVER, 1.2 MILES SOUTH OF A ROAD LEADING WEST TO BIG FALLS, 0.4
 PY0460'MILE NORTH OF A ROAD LEADING TO GRAND VIEW POINT, IN A CLEARING
 PY0460'BETWEEN THE EAST CANYON RIM OF THE RIVER AND THE HIGHWAY, 157 FEET
 PY0460'EAST OF THE ROCKY CANYON RIM, 87 FEET SOUTHWEST OF THE HIGHWAY, AND 54
 PY0460'FEET NORTH OF A 3-FOOT FIR TREE.  A STANDARD TRIANGULATION-STATION
 PY0460'DISK, STAMPED GRAND VIEW 1946 AND SET IN THE TOP OF A CONCRETE POST
 PY0460'PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1053 ***********************************************************************
 NV1053  DESIGNATION -  GRAND VIEW
 NV1053  PID         -  NV1053
 NV1053  STATE/COUNTY-  ID/TWIN FALLS
 NV1053  USGS QUAD   -  GRAND VIEW PEAK (1992)
 NV1053
 NV1053                         *CURRENT SURVEY CONTROL
 NV1053  ___________________________________________________________________
 NV1053* NAD 83(1994)-  42 15 18.54693(N)    114 17 59.78229(W)     ADJUSTED  
 NV1053* NAVD 88     -      2202.5    (meters)    7226.     (feet)  VERTCON   
 NV1053  ___________________________________________________________________
 NV1053  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 NV1053  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 NV1053
 NV1053  HORZ ORDER  -  FIRST
 NV1053
 NV1053.The horizontal coordinates were established by classical geodetic methods
 NV1053.and adjusted by the National Geodetic Survey in November 1997..
 NV1053
 NV1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1053
 NV1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1053
 NV1053.The geoid height was determined by GEOID03.
 NV1053
 NV1053;                    North         East     Units Scale Factor Converg.
 NV1053;SPC ID C     -    65,404.665   475,250.594   MT  0.99995490   -0 12 06.1
 NV1053;UTM  11      - 4,681,636.360   722,725.089   MT  1.00021041   +1 48 58.9
 NV1053
 NV1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1053!SPC ID C     -   0.99965699  x   0.99995490  =   0.99961191
 NV1053!UTM  11      -   0.99965699  x   1.00021041  =   0.99986733
 NV1053
 NV1053|---------------------------------------------------------------------|
 NV1053| PID    Reference Object                     Distance      Geod. Az  |
 NV1053|                                                           dddmmss.s |
 NV1053| CD5165 GRAND VIEW RM 1                      18.385 METERS 17541     |
 NV1053| CD5164 GRAND VIEW AZ MK                                   1840652.9 |
 NV1053| CD5166 GRAND VIEW RM 2                      13.679 METERS 29442     |
 NV1053|---------------------------------------------------------------------|
 NV1053
 NV1053                          SUPERSEDED SURVEY CONTROL
 NV1053
 NV1053  NAD 83(1992)-  42 15 18.54630(N)    114 17 59.78143(W) AD(       ) 1
 NV1053  NAD 83(1986)-  42 15 18.54499(N)    114 17 59.78011(W) AD(       ) 1
 NV1053  NAD 27      -  42 15 18.85800(N)    114 17 56.68100(W) AD(       ) 1
 NV1053  NGVD 29 (07/19/86) 2201.3    (m)         7222.     (f) VERT ANG       
 NV1053
 NV1053.Superseded values are not recommended for survey control.
 NV1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1053.See file dsdata.txt to determine how the superseded data were derived.
 NV1053
 NV1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG2272581636(NAD 83)
 NV1053_MARKER: DS = TRIANGULATION STATION DISK
 NV1053_SETTING: 80 = SET IN A BOULDER
 NV1053_SP_SET: PARTIALLY EXPOSED BOULDER
 NV1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1053+STABILITY: SURFACE MOTION
 NV1053
 NV1053  HISTORY     - Date     Condition        Report By
 NV1053  HISTORY     - 1947     MONUMENTED       CGS
 NV1053  HISTORY     - 1964     GOOD             USGS
 NV1053
 NV1053                          STATION DESCRIPTION
 NV1053
 NV1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1053'STATION IS ON A HIGH WOODED PEAK OVERLOOKING ALL THE MAGIC VALLEY
 NV1053'TO THE N. AND W.  IT IS AT THE N. END OF THE MINIDOKA NATIONAL
 NV1053'FOREST ABOUT 18 MILES S. OF HANSEN AND ABOUT 5 MILES N.W. OF
 NV1053'THE ROCK CREEK RANGER STATION AND ABOUT 25 MILES E. OF ROGERSON.
 NV1053'
 NV1053'STATION IS A STANDARD DISK SET IN A BOULDER AND FLUSH WITH
 NV1053'THE GROUND, NOTE 4.  IT IS ABOUT 75 FEET N.E. OF THE HIGHEST
 NV1053'POINT OF THE MOUNTAIN AND ABOUT 4 FEET LOWER THAN SAME.  IS
 NV1053'ABOUT 10 FEET W. OF THE EDGE WHICH DROPS OFF SHARPLY TO THE
 NV1053'E. AND ABOUT 50 FEET S. OF THE N. EDGE.  IT IS STAMPED GRAND
 NV1053'VIEW 1947.
 NV1053'
 NV1053'REFERENCE MARK NO. 1 IS SET IN A LARGE BOULDER AND ABOUT 6
 NV1053'FEET W. OF THE E. EDGE OF THE MOUNTAIN, NOTE 12C, IS STAMPED
 NV1053'GRAND VIEW NO 1 1947.
 NV1053'
 NV1053'REFERENCE MARK NO. 2 IS SET IN A BOULDER ABOUT 4 FEET LOWER
 NV1053'THAN THE STATION, AND IS STAMPED GRAND VIEW NO 2 1947.
 NV1053'
 NV1053'AZIMUTH MARK IS ALONG THE ROAD INTO THE STATION AND IS ABOUT 60
 NV1053'PACES E. OF A FORK AND ABOUT 20 FEET HIGHER THAN SAME, SET IN
 NV1053'A SMALL POINT OF OUTCROPPING BEDROCK AND IS STAMPED GRAND VIEW
 NV1053'1947.
 NV1053'
 NV1053'TO REACH FROM THE POST OFFICE IN ROGERSON GO N. ON U.S. 93 FOR
 NV1053'1.0 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO 4.9 MILES TO A T
 NV1053'ROAD INTERSECTION, TURN RIGHT AND GO 2.4 MILES TO A FORK, KEEP
 NV1053'LEFT FOR 4.5 MILES TO SIDE ROAD RIGHT, KEEP STRAIGHT AHEAD
 NV1053'FOR 5.7 MILES TO FORKS, KEEP LEFT FOR 4.9 MILES TO THE TOP OF A
 NV1053'DIVIDE AND FORKS AT SIGN BUCKSKIN TRAIL, TURN LEFT AND
 NV1053'FOLLOW THE MAIN TRAVELED ROAD FOR 2.2 MILES TO A FORK IN THE
 NV1053'WOODS AND SIGN JOES SPRING, KEEP CENTER AND MAIN TRAVELED
 NV1053'ROAD FOR 0.2 MILE TO FORK AND AZIMUTH MARK AS DESCRIBED,
 NV1053'KEEP LEFT AND GO 0.8 MILE TO DIM SIDE ROAD LEFT, TURN LEFT
 NV1053'AND GO 0.15 MILE TO DIM FORK, KEEP LEFT AND GO ON DIM TRACK
 NV1053'ROAD FOR ABOUT 1.0 MILE, PASSING THROUGH THREE PATCHES OF
 NV1053'TIMBER AND WORKING ONES WAY TO THE W. AND N. TO THE W.
 NV1053'END OF THE SLOPE OF THE MOUNTAIN THAT LEADS TO THE HIGHEST POINT
 NV1053'OF THE MOUNTAIN AND STATION.
 NV1053
 NV1053                          STATION RECOVERY (1964)
 NV1053
 NV1053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NV1053'RECOVERED BY USGS IN 1964.
 NV1053'
 NV1053'STATION MARK--A STANDARD DISK SET IN A BOULDER AND FLUSH WITH THE
 NV1053'GROUND, STAMPED---GRAND VIEW 1947---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1496 ***********************************************************************
 SV1496  DESIGNATION -  GRANDFATHER
 SV1496  PID         -  SV1496
 SV1496  STATE/COUNTY-  ID/SHOSHONE
 SV1496  USGS QUAD   -  GRANDMOTHER MTN (1995)
 SV1496
 SV1496                         *CURRENT SURVEY CONTROL
 SV1496  ___________________________________________________________________
 SV1496* NAD 83(1992)-  47 03 25.83714(N)    116 05 46.13494(W)     ADJUSTED  
 SV1496* NAVD 88     -      1923.2    (meters)    6310.     (feet)  VERTCON   
 SV1496  ___________________________________________________________________
 SV1496  LAPLACE CORR-          10.87  (seconds)                    DEFLEC99
 SV1496  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 SV1496
 SV1496  HORZ ORDER  -  THIRD
 SV1496
 SV1496.The horizontal coordinates were established by classical geodetic methods
 SV1496.and adjusted by the National Geodetic Survey in July 1992..
 SV1496
 SV1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1496
 SV1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1496
 SV1496.The geoid height was determined by GEOID03.
 SV1496
 SV1496;                    North         East     Units Scale Factor Converg.
 SV1496;SPC ID W     -   599,008.141   773,703.186   MT  0.99994183   -0 15 12.2
 SV1496;UTM  11      - 5,211,914.368   568,642.283   MT  0.99965791   +0 39 42.0
 SV1496
 SV1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1496!SPC ID W     -   0.99970121  x   0.99994183  =   0.99964305
 SV1496!UTM  11      -   0.99970121  x   0.99965791  =   0.99935922
 SV1496
 SV1496:                Primary Azimuth Mark                     Grid Az
 SV1496:SPC ID W     -  FREEZEOUT                                129 48 51.4
 SV1496:UTM  11      -  FREEZEOUT                                128 53 57.2
 SV1496
 SV1496|---------------------------------------------------------------------|
 SV1496| PID    Reference Object                     Distance      Geod. Az  |
 SV1496|                                                           dddmmss.s |
 SV1496| SV1495 FREEZEOUT                           APPROX. 7.1 KM 1293339.2 |
 SV1496| CH7423 GRANDFATHER RM 1                     16.840 METERS 23042     |
 SV1496| CH7424 GRANDFATHER RM 2                     11.560 METERS 30103     |
 SV1496|---------------------------------------------------------------------|
 SV1496
 SV1496                          SUPERSEDED SURVEY CONTROL
 SV1496
 SV1496  NAD 83(1986)-  47 03 25.84117(N)    116 05 46.12876(W) AD(       ) 3
 SV1496  NAD 27      -  47 03 26.21827(N)    116 05 42.55656(W) AD(       ) 3
 SV1496  NGVD 29 (07/19/86) 1922.0    (m)         6306.     (f) VERT ANG       
 SV1496
 SV1496.Superseded values are not recommended for survey control.
 SV1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1496.See file dsdata.txt to determine how the superseded data were derived.
 SV1496
 SV1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6864211914(NAD 83)
 SV1496_MARKER: DD = SURVEY DISK
 SV1496_SETTING: 66 = SET IN ROCK OUTCROP
 SV1496_SP_SET: SET IN ROCK OUTCROP
 SV1496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1496+STABILITY: POSITION/ELEVATION WELL
 SV1496
 SV1496  HISTORY     - Date     Condition        Report By
 SV1496  HISTORY     - 1959     MONUMENTED       USGS
 SV1496
 SV1496                          STATION DESCRIPTION
 SV1496
 SV1496'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 SV1496'LOCATED ABOUT 19 MI. NNE. OF ELK RIVER, ON HIGHEST POINT OF A MOUNTAIN
 SV1496'KNOWN LOCALLY AS GRANDFATHER MOUNTAIN, ABOUT 14.6 MI. SE. OF FERNWOOD,
 SV1496'ABOUT 8.2 MI. NE. OF CLARKIA.
 SV1496'
 SV1496'TO REACH FROM CLARKIA POST OFFICE, DRIVE 0.3 MI. TO SCHOOLHOUSE AND
 SV1496'RD. FORKS, TURN LEFT AND CONTINUE 0.9 MI. TO CROSSROAD, TURN RIGHT AS
 SV1496'PER SIGN --GOLD CENTER RD.-- AND CONTINUE 4.3 MI. TO RD. FORK, TAKE
 SV1496'LEFT FORK AS PER SIGN --GOLD CENTER CREEK RD.-- AND CONTINUE 0.1 MI.
 SV1496'TO RD. FORK, TAKE RIGHT FORK AND CONTINUE 1.6 MI. TO RD. FORK, TAKE
 SV1496'LEFT FORK AND CONTINUE 2.3 MI. TO RD. FORK, TAKE LEFT FORK (STRAIGHT
 SV1496'AHEAD) AS PER SIGN --GOLD CENTER CREEK RD. NO. 301-- AND CONTINUE 1.7
 SV1496'MI. TO RD. FORK, TAKE RIGHT FORK (STRAIGHT AHEAD) FOR 2.3 MI. TO
 SV1496'FREEZEOUT SADDLE AND TRAIL NO. 275 AND END OF TRUCK TRAVEL.  PACK N.
 SV1496'ON TRAIL NO. 275.  PACK ABOUT 1-HOUR AND 45-MINUTES TO THE TOP OF
 SV1496'GRANDFATHER MTN. AND STATION.
 SV1496'
 SV1496'STATION MARK--A STANDARD TABLET STAMPED---GRANDFATHER 1959---,
 SV1496'CEMENTED IN ROCK OUTCROP ON E. END OF LONG LEVEL TOP.
 SV1496'
 SV1496'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 SV1496'1959---, CEMENTED INTO NATURAL GRANITE ROCK OUTCROP, 55.24 FT. FROM
 SV1496'STATION MARK, S 50 DEG 42 MIN W.
 SV1496'
 SV1496'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 SV1496'1959---, CEMENTED INTO NATURAL MICA-ROCK OUTCROP, 37.91 FT. FROM
 SV1496'STATION MARK, N 58 DEG 56 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0005 ***********************************************************************
 NW0005  DESIGNATION -  GRANDVIEW
 NW0005  PID         -  NW0005
 NW0005  STATE/COUNTY-  ID/OWYHEE
 NW0005  USGS QUAD   -  GRAND VIEW (1992)
 NW0005
 NW0005                         *CURRENT SURVEY CONTROL
 NW0005  ___________________________________________________________________
 NW0005* NAD 83(1992)-  42 59 18.14120(N)    116 05 44.02955(W)     ADJUSTED  
 NW0005* NAVD 88     -       723.234  (meters)    2372.81   (feet)  ADJUSTED  
 NW0005  ___________________________________________________________________
 NW0005  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 NW0005  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 NW0005  DYNAMIC HT  -         722.935 (meters)    2371.83  (feet)  COMP
 NW0005  MODELED GRAV-     980,184.5   (mgal)                       NAVD 88
 NW0005
 NW0005  HORZ ORDER  -  SECOND
 NW0005  VERT ORDER  -  SECOND    CLASS 0
 NW0005
 NW0005.The horizontal coordinates were established by classical geodetic methods
 NW0005.and adjusted by the National Geodetic Survey in July 1992..
 NW0005
 NW0005.The orthometric height was determined by differential leveling
 NW0005.and adjusted by the National Geodetic Survey in June 1991..
 NW0005
 NW0005.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0005
 NW0005.The geoid height was determined by GEOID03.
 NW0005
 NW0005.The dynamic height is computed by dividing the NAVD 88
 NW0005.geopotential number by the normal gravity value computed on the
 NW0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0005.degrees latitude (g = 980.6199 gals.).
 NW0005
 NW0005.The modeled gravity was interpolated from observed gravity values.
 NW0005
 NW0005;                    North         East     Units Scale Factor Converg.
 NW0005;SPC ID W     -   146,862.789   771,818.950   MT  0.99994310   -0 14 08.2
 NW0005;UTM  11      - 4,759,920.412   573,733.226   MT  0.99966688   +0 37 00.2
 NW0005
 NW0005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0005!SPC ID W     -   0.99988925  x   0.99994310  =   0.99983236
 NW0005!UTM  11      -   0.99988925  x   0.99966688  =   0.99955617
 NW0005
 NW0005:                Primary Azimuth Mark                     Grid Az
 NW0005:SPC ID W     -  T 71                                     058 06 50.2
 NW0005:UTM  11      -  T 71                                     057 15 41.8
 NW0005
 NW0005|---------------------------------------------------------------------|
 NW0005| PID    Reference Object                     Distance      Geod. Az  |
 NW0005|                                                           dddmmss.s |
 NW0005| NW0004 T 71                                               0575242.0 |
 NW0005| NW0360 MUGLE                               APPROX. 6.5 KM 2230924.8 |
 NW0005|---------------------------------------------------------------------|
 NW0005
 NW0005                          SUPERSEDED SURVEY CONTROL
 NW0005
 NW0005  NAD 83(1986)-  42 59 18.14207(N)    116 05 44.02548(W) AD(       ) 2
 NW0005  NAD 27      -  42 59 18.53137(N)    116 05 40.67648(W) AD(       ) 2
 NW0005  NGVD 29 (??/??/92)  722.36   (m)         2369.9    (f) COMPUTED    2 0
 NW0005
 NW0005.Superseded values are not recommended for survey control.
 NW0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0005.See file dsdata.txt to determine how the superseded data were derived.
 NW0005
 NW0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH7373359920(NAD 83)
 NW0005_MARKER: DS = TRIANGULATION STATION DISK
 NW0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0005_STAMPING: GRAND VIEW 1944
 NW0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0005+STABILITY: SURFACE MOTION
 NW0005
 NW0005  HISTORY     - Date     Condition        Report By
 NW0005  HISTORY     - 1944     MONUMENTED       CGS
 NW0005  HISTORY     - 1945     GOOD             CGS
 NW0005  HISTORY     - 1978     GOOD             NGS
 NW0005  HISTORY     - 1979     GOOD             LOCENG
 NW0005  HISTORY     - 1979     GOOD             NGS
 NW0005  HISTORY     - 1979     GOOD             NGS
 NW0005
 NW0005                          STATION DESCRIPTION
 NW0005
 NW0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NW0005'IN GRAND VIEW.
 NW0005'AT GRAND VIEW, OWYHEE COUNTY, IN THE SOUTHEAST CORNER OF THE GRAND
 NW0005'VIEW HIGH SCHOOL YARD, 1 FOOT EAST OF THE SOUTH ENTRANCE SIDEWALK
 NW0005'LEADING TO THE SCHOOL.  A STANDARD BRONZE TRIANGULATION DISK SET IN
 NW0005'THE TOP OF A CONCRETE POST LEVEL WITH THE SIDEWALK.
 NW0005
 NW0005                          STATION RECOVERY (1945)
 NW0005
 NW0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NW0005'STATION IS LOCATED AT THE GRAND VIEW SCHOOL BUILDING, 16.35
 NW0005'FEET SE OF THE STEPS AT THE NE CORNER OF THE BUILDING (MEASURED
 NW0005'FROM THE FARTHEST NE CORNER), 131.45 FEET NE OF THE SE CORNER
 NW0005'OF THE BUILDING, ABOUT 1 FOOT NE OF THE SIDEWALK LEADING SE
 NW0005'FROM THE STEPS, 22.8 FEET NW OF THE SE EDGE OF THE SIDEWALK,
 NW0005'AND 133.5 FEET NE OF THE SE CORNER OF THE SW END OF THE
 NW0005'SIDEWALK PARALLELING THE BUILDING ON THE SE.
 NW0005'
 NW0005'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 NW0005'POST FLUSH WITH THE GROUND.  IT IS STAMPED GRANDVIEW 1944.
 NW0005'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 NW0005'
 NW0005'NO REFERENCE MARK WAS SET.
 NW0005'
 NW0005'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET FLUSH IN DRILL
 NW0005'HOLE IN THE TOP OF THE SW PIER OF THE BRIDGE ACROSS THE SNAKE
 NW0005'RIVER AT GRAND VIEW AND IS STAMPED T 71 1934.  IT IS ABOUT
 NW0005'8 INCHES FROM THE S EDGE OF THE PIER AND 6 INCHES S OF THE
 NW0005'S SIDE OF THE STEEL GIRDER EMBEDDED IN THE PIER.
 NW0005
 NW0005                          STATION RECOVERY (1978)
 NW0005
 NW0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NW0005'THE STATION MARK, STAMPED GRANDVIEW 1945, AND THE AZIMUTH MARK,
 NW0005'BENCH MARK STAMPED T 71 1934 WERE RECOVERED IN GOOD CONDITION.
 NW0005'
 NW0005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRANDVIEW.
 NW0005
 NW0005                          STATION RECOVERY (1979)
 NW0005
 NW0005'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JJP)
 NW0005'GRANDVIEW 1944 RECOVERED EXCELLENT.
 NW0005'
 NW0005'T71 1934 (AZIMUTH MARK) RECOVERED EXCELLENT.
 NW0005'
 NW0005'THE SCHOOL BUILDING IS BEING RAZED AND A LOCAL RESIDENT SAYS THE
 NW0005'PROPERTY HAS BEEN SOLD AND A HOTEL IS TO BE CONSTRUCTED ON THE SITE.
 NW0005'THE BRIDGE IS NO LONGER USED AND IS BEING DISMANTLED.  THE
 NW0005'SOUTHWEST ABUTMENT CONSISTS OF TWO 5-FT DIAMETER STEEL CAISSONS
 NW0005'FILLED WITH CONCRETE.  THE AZIMUTH MARK DISK IS EMBEDDED IN THE
 NW0005'TOP OF THE SOUTHEAST CAISSON.  WHERE OTHER OLD BRIDGE OF THIS
 NW0005'TYPE HAVE BEEN DISMANTLED, THE CAISSONS WERE USUALLY LEFT IN
 NW0005'PLACE.
 NW0005'
 NW0005'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GRANDVIEW.
 NW0005
 NW0005                          STATION RECOVERY (1979)
 NW0005
 NW0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NW0005'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 NW0005'CONDITION.  THERE ARE NO REFERENCE MARKS AT THIS STATION.
 NW0005'
 NW0005'THE STATION IS LOCATED IN THE CITY OF GRANDVIEW.
 NW0005'
 NW0005'TO REACH FROM THE POST OFFICE GO SOUTH FOR 1 BLOCK TO THE MARK
 NW0005'ON THE LEFT ON THE EAST SIDE OF THE SIDE WALK.  TO REACH THE
 NW0005'AZIMUTH MARK TURN RIGHT FOR 0.2 MILE TO THE END OF THE STREET
 NW0005'AND THE MARK IN THE SOUTH ONE OF 2 CONCRETE PILLARS THAT USED TO
 NW0005'SUPPORT A BRIDGE OVER THE SNAKE RIVER.
 NW0005
 NW0005                          STATION RECOVERY (1979)
 NW0005
 NW0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NW0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0006 ***********************************************************************
 RA0006  DESIGNATION -  GRANGEVILLE
 RA0006  PID         -  RA0006
 RA0006  STATE/COUNTY-  ID/IDAHO
 RA0006  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA0006
 RA0006                         *CURRENT SURVEY CONTROL
 RA0006  ___________________________________________________________________
 RA0006* NAD 83(1986)-  45 55 37.     (N)    116 07 41.     (W)     SCALED    
 RA0006* NAVD 88     -      1033.848  (meters)    3391.88   (feet)  ADJUSTED  
 RA0006  ___________________________________________________________________
 RA0006  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 RA0006  DYNAMIC HT  -        1033.644 (meters)    3391.21  (feet)  COMP
 RA0006  MODELED GRAV-     980,382.7   (mgal)                       NAVD 88
 RA0006
 RA0006  VERT ORDER  -  FIRST     CLASS II
 RA0006
 RA0006.The horizontal coordinates were scaled from a topographic map and have
 RA0006.an estimated accuracy of +/- 6 seconds.
 RA0006
 RA0006.The orthometric height was determined by differential leveling
 RA0006.and adjusted by the National Geodetic Survey in June 1991..
 RA0006.WARNING-Repeat measurements at this control monument indicate possible
 RA0006.vertical movement.
 RA0006
 RA0006.The geoid height was determined by GEOID03.
 RA0006
 RA0006.The dynamic height is computed by dividing the NAVD 88
 RA0006.geopotential number by the normal gravity value computed on the
 RA0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0006.degrees latitude (g = 980.6199 gals.).
 RA0006
 RA0006.The modeled gravity was interpolated from observed gravity values.
 RA0006
 RA0006;                    North         East    Units  Estimated Accuracy
 RA0006;SPC ID W     -   473,390.      770,680.      MT  (+/- 180 meters Scaled)
 RA0006
 RA0006                          SUPERSEDED SURVEY CONTROL
 RA0006
 RA0006  NGVD 29 (??/??/92) 1032.775  (m)         3388.36   (f) ADJ UNCH    1 2
 RA0006
 RA0006.Superseded values are not recommended for survey control.
 RA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0006.See file dsdata.txt to determine how the superseded data were derived.
 RA0006
 RA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL676863(NAD 83)
 RA0006_MARKER: DB = BENCH MARK DISK
 RA0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0006_SP_SET: MONUMENT
 RA0006_STAMPING: GRANGEVILLE 1933
 RA0006_MARK LOGO: CGS   
 RA0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0006
 RA0006  HISTORY     - Date     Condition        Report By
 RA0006  HISTORY     - 1933     MONUMENTED       CGS
 RA0006  HISTORY     - 1965     GOOD             NGS
 RA0006  HISTORY     - 1982     GOOD             NGS
 RA0006
 RA0006                          STATION DESCRIPTION
 RA0006
 RA0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RA0006'IN GRANGEVILLE.
 RA0006'IN THE WEST CENTRAL PART OF GRANGEVILLE, IN THE SOUTHWEST PART OF THE
 RA0006'HOSPITAL GROUNDS, 80 FEET NORTH OF THE CENTER OF MAIN STREET (STATE
 RA0006'HIGHWAY 13), 34 FEET EAST OF THE CENTER OF C STREET AND 1 FOOT EAST OF
 RA0006'THE SIDEWALK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 RA0006
 RA0006                          STATION RECOVERY (1982)
 RA0006
 RA0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0006'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN
 RA0006'GRANGEVILLE, AT THE SOUTHWEST PROPERTY CORNER OF THE SYRINGA HOSPITAL,
 RA0006'0.16 KM (0.1 MI) EAST OF THE T-JUNCTION OF US HIGHWAY 95 AND STATE
 RA0006'HIGHWAY 13, 23.5 METERS (77 FT) NORTH OF THE CENTER OF MAIN STREET,
 RA0006'30.6 METERS (100.5 FT) SOUTH OF THE SOUTHWEST CORNER OF THE BRICK
 RA0006'FACED ADDITION TO THE HOSPITAL, 11.1 METERS (36.5 FT) EAST OF THE
 RA0006'CENTER OF C STREET, 1.65 METERS (5.5 FT) EAST OF THE EAST EDGE OF THE
 RA0006'C STREET SIDEWALK.
 RA0006'THE MARK IS 0.3 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG8521 ***********************************************************************
 DG8521  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG8521  DESIGNATION -  GRANGEVILLE APT CORS ARP
 DG8521  CORS_ID     -  IDNP
 DG8521  PID         -  DG8521
 DG8521  STATE/COUNTY-  ID/IDAHO
 DG8521  USGS QUAD   -  GRANGEVILLE EAST (1995)
 DG8521
 DG8521                         *CURRENT SURVEY CONTROL
 DG8521  ___________________________________________________________________
 DG8521* NAD 83(CORS)-  45 56 22.93598(N)    116 07 16.53030(W)     ADJUSTED  
 DG8521* NAVD 88     -                                                        
 DG8521  ___________________________________________________________________
 DG8521  EPOCH DATE  -        2002.00
 DG8521  X           -  -1,956,496.285 (meters)                     COMP
 DG8521  Y           -  -3,989,958.030 (meters)                     COMP
 DG8521  Z           -   4,561,306.001 (meters)                     COMP
 DG8521  ELLIP HEIGHT-         997.10  (meters)          (12/??/04) GPS OBS
 DG8521  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 DG8521
 DG8521  HORZ ORDER  -  SPECIAL (CORS)
 DG8521  ELLP ORDER  -  SPECIAL (CORS)
 DG8521
 DG8521.ITRF positions are available for this station.
 DG8521.The coordinates were established by GPS observations
 DG8521.and adjusted by the National Geodetic Survey in December 2004..
 DG8521.The coordinates are valid at the epoch date displayed above.
 DG8521.The epoch date for horizontal control is a decimal equivalence
 DG8521.of Year/Month/Day.
 DG8521
 DG8521
 DG8521.The PID for the CORS L1 Phase Center is DG8522.
 DG8521
 DG8521.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG8521
 DG8521.The ellipsoidal height was determined by GPS observations
 DG8521.and is referenced to NAD 83.
 DG8521
 DG8521.The geoid height was determined by GEOID03.
 DG8521
 DG8521;                    North         East     Units Scale Factor Converg.
 DG8521;SPC ID W     -   474,805.874   771,211.802   MT  0.99994352   -0 16 00.4
 DG8521
 DG8521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8521!SPC ID W     -   0.99984371  x   0.99994352  =   0.99978724
 DG8521
 DG8521                          SUPERSEDED SURVEY CONTROL
 DG8521
 DG8521.No superseded survey control is available for this station.
 DG8521
 DG8521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6811787724(NAD 83)
 DG8521_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG8521
 DG8521                          STATION DESCRIPTION
 DG8521
 DG8521'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG8521'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG8521'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG8521'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG8521'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG8521'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG8522 ***********************************************************************
 DG8522  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG8522  DESIGNATION -  GRANGEVILLE APT CORS L1 PHASE CENTER
 DG8522  CORS_ID     -  IDNP
 DG8522  PID         -  DG8522
 DG8522  STATE/COUNTY-  ID/IDAHO
 DG8522  USGS QUAD   -  GRANGEVILLE EAST (1995)
 DG8522
 DG8522                         *CURRENT SURVEY CONTROL
 DG8522  ___________________________________________________________________
 DG8522* NAD 83(CORS)-  45 56 22.93599(N)    116 07 16.53027(W)     ADJUSTED  
 DG8522* NAVD 88     -                                                        
 DG8522  ___________________________________________________________________
 DG8522  EPOCH DATE  -        2002.00
 DG8522  X           -  -1,956,496.305 (meters)                     COMP
 DG8522  Y           -  -3,989,958.073 (meters)                     COMP
 DG8522  Z           -   4,561,306.052 (meters)                     COMP
 DG8522  ELLIP HEIGHT-         997.17  (meters)          (12/??/04) GPS OBS
 DG8522  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 DG8522
 DG8522  HORZ ORDER  -  SPECIAL (CORS)
 DG8522  ELLP ORDER  -  SPECIAL (CORS)
 DG8522
 DG8522.ITRF positions are available for this station.
 DG8522.The coordinates were established by GPS observations
 DG8522.and adjusted by the National Geodetic Survey in December 2004..
 DG8522.The coordinates are valid at the epoch date displayed above.
 DG8522.The epoch date for horizontal control is a decimal equivalence
 DG8522.of Year/Month/Day.
 DG8522
 DG8522
 DG8522.The PID for the CORS ARP is DG8521.
 DG8522
 DG8522.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG8522
 DG8522.The ellipsoidal height was determined by GPS observations
 DG8522.and is referenced to NAD 83.
 DG8522
 DG8522.The geoid height was determined by GEOID03.
 DG8522
 DG8522;                    North         East     Units Scale Factor Converg.
 DG8522;SPC ID W     -   474,805.874   771,211.802   MT  0.99994352   -0 16 00.4
 DG8522
 DG8522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8522!SPC ID W     -   0.99984370  x   0.99994352  =   0.99978723
 DG8522
 DG8522                          SUPERSEDED SURVEY CONTROL
 DG8522
 DG8522.No superseded survey control is available for this station.
 DG8522
 DG8522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6811787724(NAD 83)
 DG8522_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG8522
 DG8522                          STATION DESCRIPTION
 DG8522
 DG8522'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG8522'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG8522'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG8522'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG8522'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG8522'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1231 ***********************************************************************
 RA1231  DESIGNATION -  GRANGEVILLE HAENER LUMBER STK
 RA1231  PID         -  RA1231
 RA1231  STATE/COUNTY-  ID/IDAHO
 RA1231  USGS QUAD   -  GRANGEVILLE EAST (1995)
 RA1231
 RA1231                         *CURRENT SURVEY CONTROL
 RA1231  ___________________________________________________________________
 RA1231* NAD 83(1992)-  45 56 06.41814(N)    116 07 14.41815(W)     ADJUSTED  
 RA1231* NAVD 88     -                                                        
 RA1231  ___________________________________________________________________
 RA1231  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 RA1231  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 RA1231
 RA1231  HORZ ORDER  -  THIRD
 RA1231
 RA1231.The horizontal coordinates were established by classical geodetic methods
 RA1231.and adjusted by the National Geodetic Survey in July 1992..
 RA1231
 RA1231
 RA1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1231
 RA1231.The geoid height was determined by GEOID03.
 RA1231
 RA1231;                    North         East     Units Scale Factor Converg.
 RA1231;SPC ID W     -   474,295.708   771,254.926   MT  0.99994349   -0 15 58.9
 RA1231;UTM  11      - 5,087,214.376   568,167.884   MT  0.99965713   +0 37 54.7
 RA1231
 RA1231                          SUPERSEDED SURVEY CONTROL
 RA1231
 RA1231  NAD 83(1986)-  45 56 06.42028(N)    116 07 14.41747(W) AD(       ) 4
 RA1231  NAD 27      -  45 56 06.84666(N)    116 07 10.89368(W) AD(       ) 3
 RA1231
 RA1231.Superseded values are not recommended for survey control.
 RA1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1231.See file dsdata.txt to determine how the superseded data were derived.
 RA1231
 RA1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6816887214(NAD 83)
 RA1231_MARKER: 63 = STACK
 RA1231
 RA1231  HISTORY     - Date     Condition        Report By
 RA1231  HISTORY     - 1945     FIRST OBSERVED   CGS
 RA1231
 RA1231                          STATION DESCRIPTION
 RA1231
 RA1231'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1329 ***********************************************************************
 QB1329  DESIGNATION -  GRANITE
 QB1329  PID         -  QB1329
 QB1329  STATE/COUNTY-  ID/WASHINGTON
 QB1329  USGS QUAD   -  WEISER NORTH (1987)
 QB1329
 QB1329                         *CURRENT SURVEY CONTROL
 QB1329  ___________________________________________________________________
 QB1329* NAD 83(1992)-  44 20 21.40192(N)    116 56 00.30162(W)     ADJUSTED  
 QB1329* NAVD 88     -       895.2    (meters)    2937.     (feet)  VERTCON   
 QB1329  ___________________________________________________________________
 QB1329  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 QB1329  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 QB1329
 QB1329  HORZ ORDER  -  THIRD
 QB1329
 QB1329.The horizontal coordinates were established by classical geodetic methods
 QB1329.and adjusted by the National Geodetic Survey in July 1992..
 QB1329
 QB1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1329
 QB1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1329
 QB1329.The geoid height was determined by GEOID03.
 QB1329
 QB1329;                    North         East     Units Scale Factor Converg.
 QB1329;SPC ID W     -   297,569.326   705,631.300   MT  1.00004282   -0 49 37.8
 QB1329;UTM  11      - 4,909,559.014   505,307.710   MT  0.99960035   +0 02 47.5
 QB1329
 QB1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1329!SPC ID W     -   0.99986229  x   1.00004282  =   0.99990510
 QB1329!UTM  11      -   0.99986229  x   0.99960035  =   0.99946270
 QB1329
 QB1329|---------------------------------------------------------------------|
 QB1329| PID    Reference Object                     Distance      Geod. Az  |
 QB1329|                                                           dddmmss.s |
 QB1329| CD6120 CLOVER PP                                          08515     |
 QB1329| CD5167 GRANITE AZ MK                                      0873810.1 |
 QB1329| CD5168 GRANITE RM 1                          4.222 METERS 15636     |
 QB1329| CD5169 GRANITE RM 2                          7.318 METERS 22442     |
 QB1329|---------------------------------------------------------------------|
 QB1329
 QB1329                          SUPERSEDED SURVEY CONTROL
 QB1329
 QB1329  NAD 83(1991)-  44 20 21.40172(N)    116 56 00.30124(W) AD(       ) 3
 QB1329  NAD 83(1986)-  44 20 21.40047(N)    116 56 00.30233(W) AD(       ) 3
 QB1329  NAD 27      -  44 20 21.81500(N)    116 55 56.70500(W) AD(       ) 3
 QB1329  NGVD 29 (07/19/86)  894.2    (m)         2934.     (f) VERT ANG       
 QB1329
 QB1329.Superseded values are not recommended for survey control.
 QB1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1329.See file dsdata.txt to determine how the superseded data were derived.
 QB1329
 QB1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK0530809559(NAD 83)
 QB1329_MARKER: DS = TRIANGULATION STATION DISK
 QB1329_SETTING: 66 = SET IN ROCK OUTCROP
 QB1329_SP_SET: SET IN BEDROCK
 QB1329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1329+STABILITY: POSITION/ELEVATION WELL
 QB1329
 QB1329  HISTORY     - Date     Condition        Report By
 QB1329  HISTORY     - 1945     MONUMENTED       CGS
 QB1329  HISTORY     - 1950     GOOD             USGS
 QB1329
 QB1329                          STATION DESCRIPTION
 QB1329
 QB1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1329'THE STATION IS LOCATED ABOUT 8 MILES NE OF WEISER, ABOUT
 QB1329'0.5 MILE W OF MONROE CREEK AND THE SCHOOLHOUSE OF DISTRICT
 QB1329'NO. 26, AND 13 FEET S OF A CAIRN.  THE STATION IS ON THE
 QB1329'SUMMIT OF A ROCK-TOPPED HILL.
 QB1329'
 QB1329'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 95 AND 30N AT
 QB1329'WEISER, GO N ON HIGHWAY 95 TOWARD LEWISTON FOR 7.1 MILES,
 QB1329'TURN LEFT, N, CROSS THE BRIDGE OVER MONROE CREEK AND FOLLOW
 QB1329'DIRT ROAD FOR 0.6 MILE TO THE DISTRICT NO. 26 SCHOOLHOUSE
 QB1329'AND THE END OF TRUCK TRAVEL.  (THE AZIMUTH MARK IS IN THE
 QB1329'SCHOOLHOUSE FRONT STEPS.) FROM THIS POINT, PACK W UP THE
 QB1329'STEEP SLOPE, FOLLOWING THE FENCE LINE TO THE TOP OF THE SADDLE.
 QB1329'LEAVE THE FENCE AND PACK S ABOUT 100 YARDS TO THE HIGH GROUND
 QB1329'AND THE STATION.
 QB1329'
 QB1329'THE STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 QB1329'HOLE IN BEDROCK FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 QB1329'GRANITE 1945.
 QB1329'
 QB1329'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 QB1329'DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FEET LOWER THAN THE
 QB1329'STATION AND PROJECTS 11 INCHES.  THE DISK IS STAMPED GRANITE
 QB1329'NO 1 1945.
 QB1329'
 QB1329'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 QB1329'BOULDER WHICH IS LEVEL WITH THE STATION AND PROJECTS ABOUT 1
 QB1329'FOOT.  THE DISK IS STAMPED GRANITE NO 2 1945.
 QB1329'
 QB1329'THE AZIMUTH MARK IS LOCATED AT THE END OF TRUCK TRAVEL AND
 QB1329'WAS SET IN A DRILL HOLE IN THE CONCRETE STEPS FRONTING THE
 QB1329'DISTRICT NO. 26 SCHOOLHOUSE.  THE MARK IS LOCATED 85.5 FEET
 QB1329'SE OF A FENCE CORNER AND IN THE N EDGE OF THE TOP STEP.  IT
 QB1329'IS A BRONZE AZIMUTH DISK STAMPED GRANITE 1945.
 QB1329
 QB1329                          STATION RECOVERY (1950)
 QB1329
 QB1329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QB1329'NOTE BY USGS, 1950--STATION WAS FOUND AS DESCRIBED.
 QB1329'
 QB1329'STATION MARK--A BRONZE STATION DISK CEMENTED IN A DRILL HOLE IN
 QB1329'BEDROCK FLUSH WITH THE GROUND.  THE DISK IS STAMPED---
 QB1329'GRANITE 1945---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1296 ***********************************************************************
 RA1296  DESIGNATION -  GRANITE
 RA1296  PID         -  RA1296
 RA1296  STATE/COUNTY-  ID/ADAMS
 RA1296  USGS QUAD   -  BRUNDAGE MTN (1963)
 RA1296
 RA1296                         *CURRENT SURVEY CONTROL
 RA1296  ___________________________________________________________________
 RA1296* NAD 83(1992)-  45 05 36.13112(N)    116 12 26.86774(W)     ADJUSTED  
 RA1296* NAVD 88     -      2585.2    (meters)    8482.     (feet)  VERTCON   
 RA1296  ___________________________________________________________________
 RA1296  LAPLACE CORR-          12.38  (seconds)                    DEFLEC99
 RA1296  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 RA1296
 RA1296  HORZ ORDER  -  FIRST
 RA1296
 RA1296.The horizontal coordinates were established by classical geodetic methods
 RA1296.and adjusted by the National Geodetic Survey in July 1992..
 RA1296
 RA1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1296
 RA1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1296
 RA1296.The geoid height was determined by GEOID03.
 RA1296
 RA1296;                    North         East     Units Scale Factor Converg.
 RA1296;SPC ID W     -   380,783.713   763,991.501   MT  0.99994927   -0 19 26.4
 RA1296;UTM  11      - 4,993,628.171   562,362.481   MT  0.99964782   +0 33 40.8
 RA1296
 RA1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1296!SPC ID W     -   0.99959716  x   0.99994927  =   0.99954645
 RA1296!UTM  11      -   0.99959716  x   0.99964782  =   0.99924512
 RA1296
 RA1296|---------------------------------------------------------------------|
 RA1296| PID    Reference Object                     Distance      Geod. Az  |
 RA1296|                                                           dddmmss.s |
 RA1296| RA1297 GRANITE MTN LOOKOUT HOUSE            16.559 METERS 05806     |
 RA1296| RA1294 BRUNDAGE MOUNTAIN LOH               APPROX.11.6 KM 1501914.1 |
 RA1296| CH7427 GRANITE RM 1                          7.126 METERS 15644     |
 RA1296| CH7428 GRANITE RM 2                          5.012 METERS 26057     |
 RA1296|---------------------------------------------------------------------|
 RA1296
 RA1296                          SUPERSEDED SURVEY CONTROL
 RA1296
 RA1296  NAD 83(1986)-  45 05 36.13178(N)    116 12 26.86620(W) AD(       ) 1
 RA1296  NAD 27      -  45 05 36.52476(N)    116 12 23.40650(W) AD(       ) 1
 RA1296  NGVD 29 (07/19/86) 2583.9    (m)         8477.     (f) VERT ANG       
 RA1296
 RA1296.Superseded values are not recommended for survey control.
 RA1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1296.See file dsdata.txt to determine how the superseded data were derived.
 RA1296
 RA1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK6236293628(NAD 83)
 RA1296_MARKER: DS = TRIANGULATION STATION DISK
 RA1296_SETTING: 80 = SET IN A BOULDER
 RA1296_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RA1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1296+STABILITY: SURFACE MOTION
 RA1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA1296+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2005
 RA1296
 RA1296  HISTORY     - Date     Condition        Report By
 RA1296  HISTORY     - 1959     MONUMENTED       CGS
 RA1296  HISTORY     - 1962     GOOD             USGS
 RA1296  HISTORY     - 1966     GOOD             CGS
 RA1296  HISTORY     - 1982     GOOD             LOCENG
 RA1296  HISTORY     - 20050723 GOOD             ID0160
 RA1296
 RA1296                          STATION DESCRIPTION
 RA1296
 RA1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 RA1296'THE STATION IS LOCATED, AIRLINE, ABOUT 10 MILES NORTH-NORTHEAST OF
 RA1296'NEW MEADOWS, ABOUT 14 MILES NORTH-NORTHWEST OF MCCALL AND ABOUT 2
 RA1296'MILES WEST-NORTHWEST OF THE NORTH END OF GOOSE LAKE.  IT IS ON THE
 RA1296'SOUTHWEST END OF A HIGH BARREN RIDGE AND IS AT THE SITE OF THE
 RA1296'GRANITE MOUNTAIN LOOKOUT HOUSE.
 RA1296'
 RA1296'TO REACH FROM THE POST OFFICE IN MCCALL, GO WESTERLY ON STATE HIGHWAY
 RA1296'15 FOR 1.25 MILES TO A PAVED ROAD FORK.  KEEP THE LEFT FORK,
 RA1296'STRAIGHT AHEAD, AND CONTINUE ON STATE HIGHWAY 15 WESTERLY FOR 6.7
 RA1296'MILES TO A DIRT SIDE ROAD ON THE RIGHT AND A SIGN GOOSE LAKE RD.
 RA1296'TURN RIGHT ON THE DIRT SIDE ROAD, AND GO NORTHWESTERLY FOR 4.8
 RA1296'MILES TO A ROAD FORK.  KEEP THE LEFT FORK AND CONTINUE
 RA1296'NORTHWESTERLY FOR 4.9 MILES TO A FORK AT THE GOOSE LAKE DAM.  KEEP
 RA1296'THE RIGHT FORK, CROSSING OVER THE DAM, AND FOLLOW THE ROAD AROUND
 RA1296'THE LAKE FOR 2.0 MILES TO A T-ROAD INTERSECTION, THIS IS JUST
 RA1296'AFTER CROSSING A CREEK.  TURN RIGHT, NORTHERLY, AND GO 0.7
 RA1296'MILE TO A BLADED ROAD ON THE LEFT, THIS IS 0.2 MILE BEFORE REACHING
 RA1296'A ROAD FORK AND A SIGN ASSOCIATED CORRALS.  TURN LEFT ON THE BLADED
 RA1296'ROAD AND GO WESTERLY FOR 0.6 MILE TO THE BEGINNING OF THE GRANITE
 RA1296'MOUNTAIN TRAIL ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK
 RA1296'SOUTHWESTERLY, ON THE GRANITE MOUNTAIN TRAIL, TO THE GRANITE
 RA1296'MOUNTAIN LOOKOUT HOUSE AND THE STATION.  NOTE--THIS IS A 3-HOUR
 RA1296'PACK.
 RA1296'
 RA1296'THE STATION MARK, STAMPED GRANITE 1959, IS A STANDARD DISK CEMENTED
 RA1296'IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FEET BY 1 FOOT AND
 RA1296'PROJECTS ABOUT 6-INCHES ABOVE THE GROUND.
 RA1296'
 RA1296'REFERENCE MARK NUMBER ONE, STAMPED GRANITE NO 1 1959, IS A STANDARD
 RA1296'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2-1/2 FEET
 RA1296'BY 1-1/2 FEET AND PROJECTS ABOUT 4-INCHES ABOVE THE GROUND.  IT IS
 RA1296'ABOUT THE SAME ELEVATION AS THE STATION.
 RA1296'
 RA1296'REFERENCE MARK NUMBER TWO, STAMPED GRANITE NO 2 1959, IS A STANDARD
 RA1296'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2-1/2 FEET
 RA1296'BY 1 FOOT AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  IT IS ABOUT
 RA1296'1 FOOT LOWER THAN THE STATION.
 RA1296
 RA1296                          STATION RECOVERY (1962)
 RA1296
 RA1296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RA1296'NOTE BY USGS, 1962--RECOVERED, ALL MARKS FOUND IN GOOD CONDITION.
 RA1296'
 RA1296'RECOVERED BY NGS IN 1966.  DESCRIPTION AND POSITION LISTED IN NGS
 RA1296'QUAD 45116-2, STATION 1043.
 RA1296'
 RA1296'STATION MARK--A STANDARD DISK STAMPED---GRANITE 1959---, CEMENTED
 RA1296'IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FT. BY 1 FT. AND
 RA1296'PROJECTS ABOUT 6-IN. ABOVE THE GROUND.
 RA1296
 RA1296                          STATION RECOVERY (1966)
 RA1296
 RA1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 RA1296'STATION WAS RECOVERED AS DESCRIBED IN THE 1959 DESCRIPTION AND ALL
 RA1296'MARKS WERE FOUND TO BE IN GOOD CONDITION.
 RA1296'
 RA1296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 RA1296'NORTH-NORTHEAST OF NEW MEADOWS.
 RA1296
 RA1296                          STATION RECOVERY (1982)
 RA1296
 RA1296'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 RA1296'GRANITE 1959 RECOVERED GOOD.
 RA1296'
 RA1296'RM 1 (STAMPED GRANITE NO 1 1959) AND RM 2 (STAMPED GRANITE NO 2 1959)
 RA1296'ARE IN GOOD CONDITION.  NAILED METAL SIGN TO SW LEG OF TIMBER TOWER
 RA1296'SUPPORTING LOH 45 FT FROM STATION MARK IN AZI. 242 DEG.  TO REACH
 RA1296'STATION FROM PO IN MCCALL, GO NORTH ON 2ND ST FOR 0.1 MILE TO
 RA1296'STATE HWY. 55.  TURN LEFT AND CONTINUE NW ON HWY. 55 FOR 5.5 MILES
 RA1296'TO PAVED ROAD ON RIGHT AT SIGN BRUNDAGE MTN. SKI AREA 4.  TURN RIGHT
 RA1296'AND GO 3.9 MILES TO END OF PAVEMENT AT FORK.  TAKE LEFT FORK FOR 2.9
 RA1296'MILES TO FORK.  TAKE LEFT FORK AND CONTINUE ON MAIN GRAVELED ROAD
 RA1296'FOR 6.6 MILES TO SIDE ROAD ON LEFT AT SIGN GRANITE MTN. TRAIL 1/8.
 RA1296'TURN LEFT AND GO 0.05 MILE TO FORK.  TAKE RIGHT FORK FOR 0.1 MILE TO
 RA1296'TRAIL HEAD AT SIGN GRANITE LOOKOUT 3.  PACK SW 3 MILES TO SUMMIT
 RA1296'OF GRANITE MTN AND THE STATION.  ABOUT A 4 HR. PACK ROUND TRIP.
 RA1296
 RA1296                          STATION RECOVERY (2005)
 RA1296
 RA1296'RECOVERY NOTE BY CITY OF BOISE IDAHO 2005 (GJW)
 RA1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0999 ***********************************************************************
 TO0999  DESIGNATION -  GRANITE
 TO0999  PID         -  TO0999
 TO0999  STATE/COUNTY-  ID/BONNER
 TO0999  USGS QUAD   -  MINERVA PEAK (1989)
 TO0999
 TO0999                         *CURRENT SURVEY CONTROL
 TO0999  ___________________________________________________________________
 TO0999* NAD 83(1992)-  48 05 58.55694(N)    116 25 55.27858(W)     ADJUSTED  
 TO0999* NAVD 88     -       675.     (meters)    2215.     (feet)  SCALED    
 TO0999  ___________________________________________________________________
 TO0999  LAPLACE CORR-           8.67  (seconds)                    DEFLEC99
 TO0999  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 TO0999
 TO0999  HORZ ORDER  -  SECOND
 TO0999
 TO0999.The horizontal coordinates were established by classical geodetic methods
 TO0999.and adjusted by the National Geodetic Survey in July 1992..
 TO0999
 TO0999.The orthometric height was scaled from a topographic map.
 TO0999
 TO0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0999
 TO0999.The geoid height was determined by GEOID03.
 TO0999
 TO0999;                    North         East     Units Scale Factor Converg.
 TO0999;SPC ID W     -   715,065.986   749,205.437   MT  0.99996502   -0 30 27.5
 TO0999;UTM  11      - 5,327,526.360   542,286.928   MT  0.99962197   +0 25 21.9
 TO0999
 TO0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0999!SPC ID W     -   0.99989688  x   0.99996502  =   0.99986191
 TO0999!UTM  11      -   0.99989688  x   0.99962197  =   0.99951889
 TO0999
 TO0999|---------------------------------------------------------------------|
 TO0999| PID    Reference Object                     Distance      Geod. Az  |
 TO0999|                                                           dddmmss.s |
 TO0999| CH7425 GRANITE RM 1                          6.332 METERS 12041     |
 TO0999| CH7426 GRANITE RM 2                          3.268 METERS 25053     |
 TO0999| TO1004 TALACHE                             APPROX. 4.6 KM 3154338.6 |
 TO0999|---------------------------------------------------------------------|
 TO0999
 TO0999                          SUPERSEDED SURVEY CONTROL
 TO0999
 TO0999  NAD 83(1986)-  48 05 58.56513(N)    116 25 55.27191(W) AD(       ) 2
 TO0999  NAD 27      -  48 05 58.87083(N)    116 25 51.57852(W) AD(       ) 2
 TO0999
 TO0999.Superseded values are not recommended for survey control.
 TO0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0999.See file dsdata.txt to determine how the superseded data were derived.
 TO0999
 TO0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4228727526(NAD 83)
 TO0999_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0999_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO0999
 TO0999  HISTORY     - Date     Condition        Report By
 TO0999  HISTORY     - 1947     MONUMENTED       CGS
 TO0999
 TO0999                          STATION DESCRIPTION
 TO0999
 TO0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO0999'THE STATION IS LOCATED ON THE EAST SHORE OF PEND OREILLE LAKE,
 TO0999'ON GRANITE POINT, ON THE SOUTH EDGE OF THE CLIFF, ON TOP OF THE
 TO0999'RIDGELINE OF THE SECOND BLUFF ABOVE THE WATER, ABOUT 7 METERS
 TO0999'WEST OF A 24 INCH (DIAMETER) YELLOW PIPE AND ABOUT 3 METERS
 TO0999'FROM THE EDGE OF THE CLIFF.  THE MARK IS 152 FEET ABOVE MEAN
 TO0999'WINTER LAKE LEVEL.
 TO0999'
 TO0999'R.M. NO. 1 IS EAST-SOUTHEAST OF THE STATION, 2 METERS SOUTH OF THE
 TO0999'PINE TREE, AND 3 FEET HIGHER THAN STATION, IN LONE BOULDER.
 TO0999'
 TO0999'R.M. NO. 2 IS SOUTHWEST OF STATION, 1 METER FROM FACE OF CLIFF,
 TO0999'2 FEET LOWER THAN STATION, AND IS IN A LONE BOULDER.
 TO0999'
 TO0999'THE STATION SHOULD BE VISITED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0897 ***********************************************************************
 OZ0897  DESIGNATION -  GRANITE
 OZ0897  PID         -  OZ0897
 OZ0897  STATE/COUNTY-  ID/ELMORE
 OZ0897  USGS QUAD   -  HOUSE MOUNTAIN (1973)
 OZ0897
 OZ0897                         *CURRENT SURVEY CONTROL
 OZ0897  ___________________________________________________________________
 OZ0897* NAD 83(1992)-  43 22 29.66112(N)    115 29 58.05073(W)     ADJUSTED  
 OZ0897* NAVD 88     -      2080.0    (meters)    6824.     (feet)  VERTCON   
 OZ0897  ___________________________________________________________________
 OZ0897  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 OZ0897  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 OZ0897
 OZ0897  HORZ ORDER  -  THIRD
 OZ0897
 OZ0897.The horizontal coordinates were established by classical geodetic methods
 OZ0897.and adjusted by the National Geodetic Survey in July 1992..
 OZ0897
 OZ0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0897
 OZ0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0897
 OZ0897.The geoid height was determined by GEOID03.
 OZ0897
 OZ0897;                    North         East     Units Scale Factor Converg.
 OZ0897;SPC ID W     -   189,774.878   820,303.397   MT  0.99993840   +0 10 19.4
 OZ0897;UTM  11      - 4,803,542.158   621,561.239   MT  0.99978177   +1 01 50.3
 OZ0897
 OZ0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0897!SPC ID W     -   0.99967628  x   0.99993840  =   0.99961470
 OZ0897!UTM  11      -   0.99967628  x   0.99978177  =   0.99945812
 OZ0897
 OZ0897:                Primary Azimuth Mark                     Grid Az
 OZ0897:SPC ID W     -  HOUSE                                    008 03 27.6
 OZ0897:UTM  11      -  HOUSE                                    007 11 56.7
 OZ0897
 OZ0897|---------------------------------------------------------------------|
 OZ0897| PID    Reference Object                     Distance      Geod. Az  |
 OZ0897|                                                           dddmmss.s |
 OZ0897| OZ1022 HOUSE                               APPROX. 6.5 KM 0081347.0 |
 OZ0897|---------------------------------------------------------------------|
 OZ0897
 OZ0897                          SUPERSEDED SURVEY CONTROL
 OZ0897
 OZ0897  NAD 83(1986)-  43 22 29.66312(N)    115 29 58.04782(W) AD(       ) 3
 OZ0897  NGVD 29 (02/23/89) 2079.0    (m)         6821.     (f) VERT ANG       
 OZ0897
 OZ0897.Superseded values are not recommended for survey control.
 OZ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0897.See file dsdata.txt to determine how the superseded data were derived.
 OZ0897
 OZ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ2156103542(NAD 83)
 OZ0897_MARKER: DS = TRIANGULATION STATION DISK
 OZ0897_SETTING: 0 = UNSPECIFIED SETTING
 OZ0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0897
 OZ0897  HISTORY     - Date     Condition        Report By
 OZ0897  HISTORY     - 1959     MONUMENTED       USGS
 OZ0897
 OZ0897                          STATION DESCRIPTION
 OZ0897
 OZ0897'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OZ0897'LOCATED ABOUT 4.3 MI. S. OF HOUSE MOUNTAIN L.O., 2 MI. W. OF ANDERSON
 OZ0897'RANCH DAM, ON A HIGH PROMINENT TOP AT THE S. END OF THE RIDGE THAT
 OZ0897'HOUSE MOUNTAIN L.O. IS LOCATED ON.
 OZ0897'
 OZ0897'TO REACH FROM PRAIRIE POST OFFICE, DRIVE S. 0.25 MI. TO A RD.
 OZ0897'JUNCTION, TURN RIGHT AND DRIVE 0.5 MI. TO A T-RD. S., TURN LEFT (S.)
 OZ0897'AND DRIVE 9.9 MI. TO JUNCTION OF RD. ALONG S. FORK OF BOISE RIVER,
 OZ0897'CONTINUE STRAIGHT AHEAD UP RIVER FOR 1.6 MI. TO A TRAIL TO LEFT (N.),
 OZ0897'LEAVE TRUCK AND WALK UP TRAIL ABOUT 0.25 MI. TO A CULTIVATED FIELD,
 OZ0897'CROSS OVER FIELD TO A RIDGE RUNNING PARALLEL TO FIELD, CLIMB RIDGE
 OZ0897'AND THEN PACK E. TO TOP OF THIS RIDGE, TURN LEFT (N.) TO TOP OF NEXT
 OZ0897'RIDGE, THEN TURN RIGHT (E.) AND CLIMB TO HIGHEST POINT AND STATION.
 OZ0897'ABOUT A 4 HOUR PACK.
 OZ0897'
 OZ0897'NOTE BY USGS, 1973--THIS STATION WAS CLIMBED AS PER THE DESCRIPTION
 OZ0897'BUT LATER IT WAS FOUND THAT CONSIDERABLE TIME COULD PROBABLY HAVE
 OZ0897'BEEN SAVED BY CLIMBING FROM JEEP RD. IN A CANYON ON THE E. SIDE.
 OZ0897'
 OZ0897'STATION MARK--STANDARD USGS TABLET STAMPED---GRANITE 1959---,
 OZ0897'CEMENTED IN ROCK.
 OZ0897'
 OZ0897'NOTE--RM 1 AND RM 2 DO NOT AGREE IN AZIMUTH WITH PREVIOUS USGS VALUES.
 OZ0897'
 OZ0897'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 OZ0897'---1 1959---, CEMENTED IN ROCK, 19.49 FT. FROM STATION MARK IN BEARING
 OZ0897'19 DEGREES N. 34 MIN. W.
 OZ0897'
 OZ0897'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 OZ0897'---2 1959---, CEMENTED IN ROCK, 10.54 FT. FROM STATION MARK IN BEARING
 OZ0897'59 DEGREES S. 25 MINUTES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1427 ***********************************************************************
 RA1427  DESIGNATION -  GRANITE
 RA1427  PID         -  RA1427
 RA1427  STATE/COUNTY-  ID/ADAMS
 RA1427  USGS QUAD   -  BRUNDAGE MTN (1963)
 RA1427
 RA1427                         *CURRENT SURVEY CONTROL
 RA1427  ___________________________________________________________________
 RA1427* NAD 83(1992)-  45 05 51.13491(N)    116 12 04.69889(W)     ADJUSTED  
 RA1427* NAVD 88     -      2585.7    (meters)    8483.     (feet)  VERTCON   
 RA1427  ___________________________________________________________________
 RA1427  LAPLACE CORR-          10.62  (seconds)                    DEFLEC99
 RA1427  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 RA1427
 RA1427  HORZ ORDER  -  THIRD
 RA1427
 RA1427.The horizontal coordinates were established by classical geodetic methods
 RA1427.and adjusted by the National Geodetic Survey in July 1992..
 RA1427
 RA1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1427
 RA1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1427
 RA1427.The geoid height was determined by GEOID03.
 RA1427
 RA1427;                    North         East     Units Scale Factor Converg.
 RA1427;SPC ID W     -   381,244.133   764,478.803   MT  0.99994884   -0 19 10.8
 RA1427;UTM  11      - 4,994,095.925   562,842.466   MT  0.99964856   +0 33 56.7
 RA1427
 RA1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1427!SPC ID W     -   0.99959708  x   0.99994884  =   0.99954594
 RA1427!UTM  11      -   0.99959708  x   0.99964856  =   0.99924578
 RA1427
 RA1427                          SUPERSEDED SURVEY CONTROL
 RA1427
 RA1427  NAD 83(1991)-  45 05 51.13510(N)    116 12 04.69793(W) AD(       ) 3
 RA1427  NGVD 29 (11/04/91) 2584.4    (m)         8479.     (f) VERT ANG       
 RA1427
 RA1427.Superseded values are not recommended for survey control.
 RA1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1427.See file dsdata.txt to determine how the superseded data were derived.
 RA1427
 RA1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK6284294096(NAD 83)
 RA1427_MARKER: DD = SURVEY DISK
 RA1427_SETTING: 66 = SET IN ROCK OUTCROP
 RA1427_SP_SET: SET IN ROCK OUTCROP
 RA1427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1427+STABILITY: POSITION/ELEVATION WELL
 RA1427
 RA1427  HISTORY     - Date     Condition        Report By
 RA1427  HISTORY     - 1921     MONUMENTED       USGS
 RA1427  HISTORY     - 1962     GOOD             USGS
 RA1427
 RA1427                          STATION DESCRIPTION
 RA1427
 RA1427'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RA1427'LOCATED ABOUT 1.5 MI. W. OF GOOSE LAKE ON PROMINENT MOUNTAIN ON RIDGE
 RA1427'BETWEEN BROWNS CREEK AND THORN CREEK.  STATION IS ON EXTREME N. END OF
 RA1427'SUMMIT ON N. EDGE OF MOUNTAIN WHICH IS ABOUT LEVEL FOR DISTANCE OF
 RA1427'ABOUT 0.5 MI. EXTENDING NE. AND SW.
 RA1427'
 RA1427'TO REACH FROM MCCALL OR NEW MEADOWS, GO BY RD. TO THORN CREEK RANGER
 RA1427'STATION, THEN BY TRAIL VIA GOOSE LAKE RANGER STATION TO SUMMIT.
 RA1427'LOOKOUT CABIN IS ON SUMMIT OF S. END OF MOUNTAIN ABOUT 0.4 MI.
 RA1427'DISTANCE.
 RA1427'
 RA1427'STATION MARK--BRONZE TABLET SET IN ROCK.
 RA1427'
 RA1427'NOTE BY USGS, 1962--STATION FOUND AS DESCRIBED, MARK IN GOOD
 RA1427'CONDITION.  STATION REACHED BY HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1108 ***********************************************************************
 SU1108  DESIGNATION -  GRANITE
 SU1108  PID         -  SU1108
 SU1108  STATE/COUNTY-  ID/SHOSHONE
 SU1108  USGS QUAD   -  BURKE (1996)
 SU1108
 SU1108                         *CURRENT SURVEY CONTROL
 SU1108  ___________________________________________________________________
 SU1108* NAD 83(1992)-  47 33 45.63214(N)    115 45 38.85824(W)     ADJUSTED  
 SU1108* NAVD 88     -      2079.7    (meters)    6823.     (feet)  VERTCON   
 SU1108  ___________________________________________________________________
 SU1108  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 SU1108  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 SU1108
 SU1108  HORZ ORDER  -  THIRD
 SU1108
 SU1108.The horizontal coordinates were established by classical geodetic methods
 SU1108.and adjusted by the National Geodetic Survey in July 1992..
 SU1108
 SU1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1108
 SU1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1108
 SU1108.The geoid height was determined by GEOID03.
 SU1108
 SU1108;                    North         East     Units Scale Factor Converg.
 SU1108;SPC ID W     -   655,146.062   799,187.767   MT  0.99993334   -0 00 28.7
 SU1108;UTM  11      - 5,268,439.313   593,217.089   MT  0.99970678   +0 54 52.6
 SU1108
 SU1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1108!SPC ID W     -   0.99967663  x   0.99993334  =   0.99960999
 SU1108!UTM  11      -   0.99967663  x   0.99970678  =   0.99938351
 SU1108
 SU1108                          SUPERSEDED SURVEY CONTROL
 SU1108
 SU1108  NAD 83(1986)-  47 33 45.64053(N)    115 45 38.84471(W) AD(       ) 3
 SU1108  NGVD 29 (03/27/92) 2078.4    (m)         6819.     (f) VERT ANG       
 SU1108
 SU1108.Superseded values are not recommended for survey control.
 SU1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1108.See file dsdata.txt to determine how the superseded data were derived.
 SU1108
 SU1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9321768439(NAD 83)
 SU1108_MARKER: DB = BENCH MARK DISK
 SU1108_SETTING: 66 = SET IN ROCK OUTCROP
 SU1108_SP_SET: SET IN ROCK OUTCROP
 SU1108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1108+STABILITY: POSITION/ELEVATION WELL
 SU1108
 SU1108  HISTORY     - Date     Condition        Report By
 SU1108  HISTORY     - 1956     MONUMENTED       USGS
 SU1108
 SU1108                          STATION DESCRIPTION
 SU1108
 SU1108'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SU1108'NOTE - - THE PREVIOUS STATIONS OF USGS, MARKED BY A CAIRN,
 SU1108'HAVE BEEN ABANDONED.
 SU1108'THE FOLLOWING DATA PERTAINS TO THE 1956 STATION
 SU1108'LOCATED IN SHOSHONE COUNTY, IDAHO, APPROXIMATELY 10.0
 SU1108'MI. NE. OF WALLACE, IDAHO, 2.5 MI. (AIRLINE) SW. OF THOMPSON
 SU1108'PASS AND ON THE HIGHEST POINT OF GRANITE PEAK.
 SU1108'
 SU1108'STATION MARK - - STANDARD USGS BM TABLET, CEMENTED IN ROCK
 SU1108'OUTCROP, STAMPED--- 6810 VA --- (PREVIOUSLY ESTABLISHED
 SU1108'AS VA BM).
 SU1108'
 SU1108'NOTE - - THIS IS REOBSERVATION OF WORK DONE IN 1953.  STATION
 SU1108'NOT PHOTOIDENTIFIED.
 SU1108'
 SU1108'REFERENCE MARKS - - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1334 ***********************************************************************
 RA1334  DESIGNATION -  GRANITE CREEK
 RA1334  PID         -  RA1334
 RA1334  STATE/COUNTY-  ID/IDAHO
 RA1334  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA1334
 RA1334                         *CURRENT SURVEY CONTROL
 RA1334  ___________________________________________________________________
 RA1334* NAD 83(1992)-  45 19 58.80207(N)    116 38 23.79043(W)     ADJUSTED  
 RA1334* NAVD 88     -       984.1    (meters)    3229.     (feet)  VERTCON   
 RA1334  ___________________________________________________________________
 RA1334  LAPLACE CORR-          12.82  (seconds)                    DEFLEC99
 RA1334  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 RA1334
 RA1334  HORZ ORDER  -  SECOND
 RA1334
 RA1334.The horizontal coordinates were established by classical geodetic methods
 RA1334.and adjusted by the National Geodetic Survey in July 1992..
 RA1334
 RA1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1334
 RA1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1334
 RA1334.The geoid height was determined by GEOID03.
 RA1334
 RA1334;                    North         East     Units Scale Factor Converg.
 RA1334;SPC ID W     -   407,697.029   730,243.226   MT  0.99999314   -0 37 58.6
 RA1334;SPC OR N     -   192,392.211 2,802,439.506   MT  0.99989868   +2 44 15.0
 RA1334;SPC OR N     -   631,208.04  9,194,355.33   iFT  0.99989868   +2 44 15.0
 RA1334;UTM  11      - 5,020,006.674   528,213.233   MT  0.99960979   +0 15 21.9
 RA1334
 RA1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1334!SPC ID W     -   0.99984813  x   0.99999314  =   0.99984127
 RA1334!SPC OR N     -   0.99984813  x   0.99989868  =   0.99974683
 RA1334!UTM  11      -   0.99984813  x   0.99960979  =   0.99945798
 RA1334
 RA1334|---------------------------------------------------------------------|
 RA1334| PID    Reference Object                     Distance      Geod. Az  |
 RA1334|                                                           dddmmss.s |
 RA1334| CH7429 GRANITE CREEK RM 1                    5.404 METERS 01741     |
 RA1334| CH7430 GRANITE CREEK RM 2                    5.148 METERS 12530     |
 RA1334| RA1333 HIBBS                               APPROX. 1.7 KM 3280557.8 |
 RA1334|---------------------------------------------------------------------|
 RA1334
 RA1334                          SUPERSEDED SURVEY CONTROL
 RA1334
 RA1334  NAD 83(1991)-  45 19 58.80394(N)    116 38 23.79098(W) AD(       ) 2
 RA1334  NAD 83(1986)-  45 19 58.80526(N)    116 38 23.78927(W) AD(       ) 2
 RA1334  NAD 27      -  45 19 59.23070(N)    116 38 20.28562(W) AD(       ) 2
 RA1334  NGVD 29 (07/19/86)  983.0    (m)         3225.     (f) VERT ANG       
 RA1334
 RA1334.Superseded values are not recommended for survey control.
 RA1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1334.See file dsdata.txt to determine how the superseded data were derived.
 RA1334
 RA1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2821320007(NAD 83)
 RA1334_MARKER: Z = SEE DESCRIPTION
 RA1334_SETTING: 0 = UNSPECIFIED SETTING
 RA1334
 RA1334  HISTORY     - Date     Condition        Report By
 RA1334  HISTORY     - 1945     MONUMENTED       CGS
 RA1334
 RA1334                          STATION DESCRIPTION
 RA1334
 RA1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1334'STATION IS LOCATED ABOUT 15 MILES W AND 6 MILES S OF RIGGINS, 7
 RA1334'MILES WSW OF HEAVENS GATE LOOKOUT, AND 4 MILES NNW OF HORSE HEAVEN
 RA1334'LOOKOUT.  IT IS ON THE SHARP CREST OF THE RIDGE SEPARATING GRANITE
 RA1334'CREEK FROM LITTLE GRANITE CREEK, ABOUT 3/4 MILE SE OF THE WILSON
 RA1334'RANCH HOUSES, AT THE JUNCTION OF THE TWO CREEKS, AND ABOUT 0.3
 RA1334'MILE NW OF THE BEGINNING OF A GROWTH OF HEAVY TIMBER EXTENDING
 RA1334'INTO THE HIGHER ELEVATIONS.
 RA1334'
 RA1334'THE STATION MARK, STAMPED GRANITE CR 1945, IS A BRONZE STATION
 RA1334'DISK SET IN BEDROCK FLUSH WITH THE SURFACE, ON THE CREST OF THE
 RA1334'RIDGE.  IT IS ON A SLIGHT SHOULDER WHERE THE RIDGE BEGINS A MORE
 RA1334'GENTLE SLOPE, 42.7 METERS NW OF A LONE BUSH, AND ON THE CREST OF
 RA1334'THE RIDGE.  NO UNDERGROUND OR WITNESS MARK WAS SET.
 RA1334'
 RA1334'REFERENCE MARK 1, STAMPED GRANITE CR NO 1 1945, IS A BRONZE
 RA1334'AZIMUTH DISK SET IN A BEDROCK OUTCROP, ABOUT 2 FEET IN LENGTH, AND
 RA1334'PROTRUDING ABOUT 6 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE
 RA1334'STATION MARK AND ON THE NE SIDE OF THE CREST.
 RA1334'
 RA1334'REFERENCE MARK 2, STAMPED GRANITE CR NO 2 1945, IS A BRONZE
 RA1334'REFERENCE DISK SET IN A BEDROCK OUTCROP ABOUT 20 BY 30 INCHES, AND
 RA1334'PROTRUDING 10 INCHES.  IT IS ON THE CREST OF THE RIDGE AND 3 FEET
 RA1334'HIGHER THAN THE STATION MARK.
 RA1334'
 RA1334'STATION HIBBS 1945 SERVES AS THE AZIMUTH MARK FOR THIS STATION.  TO
 RA1334'REACH, SEE DESCRIPTION OF THAT STATION.
 RA1334'
 RA1334'TO REACH THE STATION FROM THE WILSON RANCH AT THE JUNCTION OF
 RA1334'GRANITE AND LITTLE GRANITE CREEKS, PACK ESE ON TRAIL LEADING UP
 RA1334'THE CREST OF THE RIDGE BETWEEN THE TWO CREEKS.  STATION IS ABOUT A
 RA1334'1-1/2 HOUR BACK PACK FROM THE RANCH BUILDINGS AND VERY STEEP.
 RA1334'
 RA1334'THE WILSON RANCH ON GRANITE CREEK (NOT THE ONE ON SHEEP CREEK) IS
 RA1334'BEST REACHED FROM THE END OF THE FOREST SERVICE ROAD IN THE SADDLE
 RA1334'OF THE RIDGE JUST ABOVE THE SEVEN DEVILS RANGER STATION, 16.5
 RA1334'MILES BY ROAD SW OF RIGGINS.  FROM THE SEVEN DEVILS CAMP THE RANCH
 RA1334'CAN BE REACHED BY HORSEBACK IN ABOUT 6 HOURS BY FOLLOWING THE
 RA1334'FOREST SERVICE TRAIL W TO HIBBS COW CAMP.  FROM HIBBS COW CAMP
 RA1334'THE TRAIL CONTINUES W AND SW DOWN THE LITTLE GRANITE CREEK CANYON
 RA1334'TO THE RANCH HOUSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0648 ***********************************************************************
 QY0648  DESIGNATION -  GRANITE MTN
 QY0648  PID         -  QY0648
 QY0648  STATE/COUNTY-  ID/LEMHI
 QY0648  USGS QUAD   -  GIBBONSVILLE (1994)
 QY0648
 QY0648                         *CURRENT SURVEY CONTROL
 QY0648  ___________________________________________________________________
 QY0648* NAD 83(1992)-  45 32 59.96183(N)    113 58 50.43853(W)     ADJUSTED  
 QY0648* NAVD 88     -      1938.0    (meters)    6358.     (feet)  VERTCON   
 QY0648  ___________________________________________________________________
 QY0648  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 QY0648  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 QY0648
 QY0648  HORZ ORDER  -  THIRD
 QY0648
 QY0648.The horizontal coordinates were established by classical geodetic methods
 QY0648.and adjusted by the National Geodetic Survey in July 1992..
 QY0648
 QY0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0648
 QY0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0648
 QY0648.The geoid height was determined by GEOID03.
 QY0648
 QY0648;                    North         East     Units Scale Factor Converg.
 QY0648;SPC ID C     -   431,432.576   501,508.803   MT  0.99994740   +0 00 49.7
 QY0648;SPC ID E     -   433,033.347    58,353.828   MT  1.00019396   -1 17 42.6
 QY0648;UTM  12      - 5,048,372.341   267,337.261   MT  1.00026559   -2 07 43.5
 QY0648;UTM  11      - 5,048,485.194   735,679.221   MT  1.00028296   +2 09 22.9
 QY0648
 QY0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0648!SPC ID C     -   0.99969833  x   0.99994740  =   0.99964574
 QY0648!SPC ID E     -   0.99969833  x   1.00019396  =   0.99989223
 QY0648!UTM  12      -   0.99969833  x   1.00026559  =   0.99996384
 QY0648!UTM  11      -   0.99969833  x   1.00028296  =   0.99998120
 QY0648
 QY0648                          SUPERSEDED SURVEY CONTROL
 QY0648
 QY0648  NAD 83(1990)-  45 32 59.95832(N)    113 58 50.43110(W) AD(       ) 3
 QY0648  NGVD 29 (04/27/92) 1936.8    (m)         6354.     (f) VERT ANG       
 QY0648
 QY0648.Superseded values are not recommended for survey control.
 QY0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0648.See file dsdata.txt to determine how the superseded data were derived.
 QY0648
 QY0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR6733748372(NAD 83)
 QY0648_MARKER: DS = TRIANGULATION STATION DISK
 QY0648_SETTING: 66 = SET IN ROCK OUTCROP
 QY0648_SP_SET: SET IN A ROCK LEDGE
 QY0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QY0648+STABILITY: POSITION/ELEVATION WELL
 QY0648
 QY0648  HISTORY     - Date     Condition        Report By
 QY0648  HISTORY     - 1958     MONUMENTED       USGS
 QY0648
 QY0648                          STATION DESCRIPTION
 QY0648
 QY0648'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 QY0648'LOCATED ABOUT 2.5 MI. (AIRLINE) W. OF GIBBONSVILLE, IDAHO, AT
 QY0648'GRANITE MOUNTAIN LOOKOUT.
 QY0648'
 QY0648'TO REACH FROM GIBBONSVILLE, GO S. ON U.S. HIGHWAY 93 FOR 0.6 MI.
 QY0648'TO VOLTER CREEK ROAD, THENCE W. ON RD. 3.1 MI. TO GRANITE
 QY0648'MOUNTAIN LOOKOUT STATION.
 QY0648'
 QY0648'STATION MARK - - STANDARD USGS TABLET CEMENTED IN ROCK LEDGE,
 QY0648'STAMPED--- GRANITE MTN. 1958 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1297 ***********************************************************************
 RA1297  DESIGNATION -  GRANITE MTN LOOKOUT HOUSE
 RA1297  PID         -  RA1297
 RA1297  STATE/COUNTY-  ID/ADAMS
 RA1297  USGS QUAD   -  BRUNDAGE MTN (1963)
 RA1297
 RA1297                         *CURRENT SURVEY CONTROL
 RA1297  ___________________________________________________________________
 RA1297* NAD 83(1992)-  45 05 36.41454(N)    116 12 26.22479(W)     ADJUSTED  
 RA1297* NAVD 88     -      2596.5    (meters)    8519.     (feet)  VERTCON   
 RA1297  ___________________________________________________________________
 RA1297  LAPLACE CORR-          12.32  (seconds)                    DEFLEC99
 RA1297  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 RA1297
 RA1297  HORZ ORDER  -  SECOND
 RA1297
 RA1297.The horizontal coordinates were established by classical geodetic methods
 RA1297.and adjusted by the National Geodetic Survey in July 1992..
 RA1297
 RA1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1297
 RA1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1297
 RA1297.The geoid height was determined by GEOID03.
 RA1297
 RA1297;                    North         East     Units Scale Factor Converg.
 RA1297;SPC ID W     -   380,792.382   764,005.609   MT  0.99994926   -0 19 26.0
 RA1297;UTM  11      - 4,993,637.054   562,376.449   MT  0.99964784   +0 33 41.3
 RA1297
 RA1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1297!SPC ID W     -   0.99959539  x   0.99994926  =   0.99954467
 RA1297!UTM  11      -   0.99959539  x   0.99964784  =   0.99924337
 RA1297
 RA1297                          SUPERSEDED SURVEY CONTROL
 RA1297
 RA1297  NAD 83(1986)-  45 05 36.41522(N)    116 12 26.22324(W) AD(       ) 2
 RA1297  NAD 27      -  45 05 36.80808(N)    116 12 22.76382(W) AD(       ) 2
 RA1297  NGVD 29 (07/19/86) 2595.2    (m)         8514.     (f) VERT ANG       
 RA1297
 RA1297.Superseded values are not recommended for survey control.
 RA1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1297.See file dsdata.txt to determine how the superseded data were derived.
 RA1297
 RA1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK6237693637(NAD 83)
 RA1297_MARKER: 73 = LOOKOUT HOUSE
 RA1297
 RA1297  HISTORY     - Date     Condition        Report By
 RA1297  HISTORY     - 1959     FIRST OBSERVED   CGS
 RA1297  HISTORY     - 1966     GOOD             CGS
 RA1297  HISTORY     - 1982     GOOD             LOCENG
 RA1297  HISTORY     - 19850615 GOOD             NGS
 RA1297
 RA1297                          STATION DESCRIPTION
 RA1297
 RA1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 RA1297'THE LOOKOUT HOUSE IS A ONE STORY BUILDING WHICH IS 14 FEET SQUARE,
 RA1297'AND IS ELEVATED, PAINTED WHITE WITH A GREEN POINTED ROOF.  IT IS 35
 RA1297'FEET HIGH.
 RA1297'
 RA1297'THE CENTER OF THE LOOKOUT WAS USED.
 RA1297
 RA1297                          STATION RECOVERY (1966)
 RA1297
 RA1297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 RA1297'STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF NEW MEADOWS, 14
 RA1297'MILES NORTH-NORTHWEST OF MCCALL AND 2 MILES WEST-NORTHWEST OF THE
 RA1297'NORTH END OF GOOSE LAKE.
 RA1297'
 RA1297'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MCCALL, GO WEST ON
 RA1297'MAIN STREET FOR 1.2 MILES TO A PAVED FORK, KEEP LEFT FORK, STATE
 RA1297'HIGHWAY 15, FOR 6.7 MILES TO A DIRT ROAD RIGHT AND SIGN GOOSE LAKE
 RA1297'RD. KEEP RIGHT AND FOLLOW DIRT ROAD FOR 4.8 MILES TO A FORK, KEEP
 RA1297'THE LEFT FORK AND GO 4.9 MILES TO A FORK AT THE GOOSE LAKE DAM,
 RA1297'CONTINUE AHEAD, ACROSS DAM, AND ALONG THE LAKE FOR 2.0 MILES TO A
 RA1297'T-ROAD WHICH IS JUST AFTER CROSSING A CREEK AT A CAMPGROUND, TURN
 RA1297'RIGHT AS PER SIGN, HAZARD LAKES 12 AND GO NORTH 0.7 MILE TO A
 RA1297'SIDE ROAD LEFT, TAKE THE LEFT FORK, GOING A SHORT DISTANCE TO A BARN
 RA1297'AND CORRAL, TAKE A SIDE ROAD LEFT AND GO UPGRADE INTO TIMBER FOR
 RA1297'0.6 MILE TO A SHARP CURVE IN THE ROAD AND THE END OF TRUCK
 RA1297'TRAVEL.  PACK SOUTHERLY ON A TRAIL FOR ABOUT 125 YARDS TO TRAIL
 RA1297'FORK, KEEP RIGHT TRAIL AND PACK WESTERLY FOR ABOUT 2.0 MILES TO
 RA1297'THE HIGHEST POINT AND THE LOOKOUT HOUSE.
 RA1297'
 RA1297'THE POINT INTERSECTED WAS THE TOP-CENTER OF THE LOOKOUT.
 RA1297
 RA1297                          STATION RECOVERY (1982)
 RA1297
 RA1297'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 RA1297'LOOKOUT HOUSE IS IN GOOD CONDITION AS DESCRIBED IN 1959.  FOR TO
 RA1297'REACH INSTRUCTIONS, SEE 1982 REPORT FOR CONDITION OF STATION
 RA1297'GRANITE.
 RA1297
 RA1297                          STATION RECOVERY (1985)
 RA1297
 RA1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (EP)
 RA1297'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.A IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1298 ***********************************************************************
 RA1298  DESIGNATION -  GRANITE MTN LOOKOUT HOUSE
 RA1298  PID         -  RA1298
 RA1298  STATE/COUNTY-  ID/ADAMS
 RA1298  USGS QUAD   -  BRUNDAGE MTN (1963)
 RA1298
 RA1298                         *CURRENT SURVEY CONTROL
 RA1298  ___________________________________________________________________
 RA1298* NAD 83(1992)-  45 05 36.40652(N)    116 12 26.49995(W)     ADJUSTED  
 RA1298* NAVD 88     -                                                        
 RA1298  ___________________________________________________________________
 RA1298  LAPLACE CORR-          12.34  (seconds)                    DEFLEC99
 RA1298  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 RA1298
 RA1298  HORZ ORDER  -  THIRD
 RA1298
 RA1298.The horizontal coordinates were established by classical geodetic methods
 RA1298.and adjusted by the National Geodetic Survey in July 1992..
 RA1298
 RA1298
 RA1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1298
 RA1298.The geoid height was determined by GEOID03.
 RA1298
 RA1298;                    North         East     Units Scale Factor Converg.
 RA1298;SPC ID W     -   380,792.169   763,999.591   MT  0.99994926   -0 19 26.2
 RA1298;UTM  11      - 4,993,636.748   562,370.437   MT  0.99964783   +0 33 41.1
 RA1298
 RA1298                          SUPERSEDED SURVEY CONTROL
 RA1298
 RA1298  NAD 83(1986)-  45 05 36.40520(N)    116 12 26.50296(W) AD(       ) 4
 RA1298  NAD 27      -  45 05 36.81120(N)    116 12 23.08332(W) AD(       ) 3
 RA1298
 RA1298.Superseded values are not recommended for survey control.
 RA1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1298.See file dsdata.txt to determine how the superseded data were derived.
 RA1298
 RA1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK6237093637(NAD 83)
 RA1298_MARKER: 73 = LOOKOUT HOUSE
 RA1298
 RA1298  HISTORY     - Date     Condition        Report By
 RA1298  HISTORY     - 1946     FIRST OBSERVED   CGS
 RA1298
 RA1298                          STATION DESCRIPTION
 RA1298
 RA1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1298'STATION IS A STANDARD 12- BY 14-FOOT FOREST SERVICE LOOKOUT HOUSE
 RA1298'LOCATED ON THE HIGH, BARE, ROCKY PEAK OF GRANITE MOUNTAIN,
 RA1298'APPROXIMATELY 5 MILES E OF U.S. HIGHWAY 95, IN THE RANGE OF
 RA1298'MOUNTAINS RUNNING N AND S PARALLEL TO THE HIGHWAY.  IT IS
 RA1298'APPROXIMATELY 1 MILE W AND A LITTLE N OF GOOSE LAKE.
 RA1298'
 RA1298'TO REACH FROM THE POST OFFICE IN MCCALL, GO WESTERLY ON STATE HIGHWAY
 RA1298'15 FOR 1.25 MILES TO A PAVED ROAD FORK.  KEEP THE LEFT FORK,
 RA1298'STRAIGHT AHEAD, AND CONTINUE ON STATE HIGHWAY 15 WESTERLY FOR 6.7
 RA1298'MILES TO A DIRT SIDE ROAD ON THE RIGHT AND A SIGN GOOSE LAKE RD.
 RA1298'TURN RIGHT ON THE DIRT SIDE ROAD, AND GO NORTHWESTERLY FOR 4.8
 RA1298'MILES TO A ROAD FORK.  KEEP THE LEFT FORK AND CONTINUE
 RA1298'NORTHWESTERLY FOR 4.9 MILES TO A FORK AT THE GOOSE LAKE DAM.  KEEP
 RA1298'THE RIGHT FORK, CROSSING OVER THE DAM, AND FOLLOW THE ROAD AROUND
 RA1298'THE LAKE FOR 2.0 MILES TO A T-ROAD INTERSECTION, THIS IS JUST
 RA1298'AFTER CROSSING A CREEK.  TURN RIGHT, NORTHERLY, AND GO 0.7
 RA1298'MILE TO A BLADED ROAD ON THE LEFT, THIS IS 0.2 MILE BEFORE REACHING
 RA1298'A ROAD FORK AND A SIGN ASSOCIATED CORRALS.  TURN LEFT ON THE BLADED
 RA1298'ROAD AND GO WESTERLY FOR 0.6 MILE TO THE BEGINNING OF THE GRANITE
 RA1298'MOUNTAIN TRAIL ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK
 RA1298'SOUTHWESTERLY, ON THE GRANITE MOUNTAIN TRAIL, TO THE GRANITE
 RA1298'MOUNTAIN LOOKOUT HOUSE AND THE STATION.  NOTE--THIS IS A 3-HOUR
 RA1298'PACK.
 RA1298'LOCATED BY INTERSECTION FROM BALLY, HARD, POLLOCK, AND TEPEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0792 ***********************************************************************
 OY0792  DESIGNATION -  GRANT
 OY0792  PID         -  OY0792
 OY0792  STATE/COUNTY-  ID/JEFFERSON
 OY0792  USGS QUAD   -  LEWISVILLE (1979)
 OY0792
 OY0792                         *CURRENT SURVEY CONTROL
 OY0792  ___________________________________________________________________
 OY0792* NAD 83(1992)-  43 38 27.73543(N)    112 00 12.60328(W)     ADJUSTED  
 OY0792* NAVD 88     -      1461.7    (meters)    4796.     (feet)  VERTCON   
 OY0792  ___________________________________________________________________
 OY0792  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 OY0792  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 OY0792
 OY0792  HORZ ORDER  -  THIRD
 OY0792
 OY0792.The horizontal coordinates were established by classical geodetic methods
 OY0792.and adjusted by the National Geodetic Survey in July 1992..
 OY0792
 OY0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0792
 OY0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0792
 OY0792.The geoid height was determined by GEOID03.
 OY0792
 OY0792;                    North         East     Units Scale Factor Converg.
 OY0792;SPC ID E     -   219,326.376   213,164.855   MT  0.99994950   +0 06 45.4
 OY0792;UTM  12      - 4,832,494.129   419,061.526   MT  0.99968058   -0 41 33.3
 OY0792
 OY0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0792!SPC ID E     -   0.99977264  x   0.99994950  =   0.99972216
 OY0792!UTM  12      -   0.99977264  x   0.99968058  =   0.99945330
 OY0792
 OY0792:                Primary Azimuth Mark                     Grid Az
 OY0792:SPC ID E     -  ROBERTS                                  251 09 00.9
 OY0792:UTM  12      -  ROBERTS                                  251 57 19.6
 OY0792
 OY0792|---------------------------------------------------------------------|
 OY0792| PID    Reference Object                     Distance      Geod. Az  |
 OY0792|                                                           dddmmss.s |
 OY0792| OY0798 ROBERTS                             APPROX.12.1 KM 2511546.3 |
 OY0792|---------------------------------------------------------------------|
 OY0792
 OY0792                          SUPERSEDED SURVEY CONTROL
 OY0792
 OY0792  NAD 83(1986)-  43 38 27.72808(N)    112 00 12.58976(W) AD(       ) 3
 OY0792  NAD 27      -  43 38 28.04570(N)    112 00 09.69581(W) AD(       ) 3
 OY0792  NGVD 29 (07/19/86) 1460.6    (m)         4792.     (f) VERT ANG       
 OY0792
 OY0792.Superseded values are not recommended for survey control.
 OY0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0792.See file dsdata.txt to determine how the superseded data were derived.
 OY0792
 OY0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1906232494(NAD 83)
 OY0792_MARKER: DD = SURVEY DISK
 OY0792_SETTING: 0 = UNSPECIFIED SETTING
 OY0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0792+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2003
 OY0792
 OY0792  HISTORY     - Date     Condition        Report By
 OY0792  HISTORY     - 1947     MONUMENTED       USGS
 OY0792  HISTORY     - 20030204 GOOD             INDIV
 OY0792
 OY0792                          STATION DESCRIPTION
 OY0792
 OY0792'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OY0792'LOCATED ABOUT 10.1 MI. (AIRLINE DISTANCE) N. OF IDAHO FALLS, 0.5 MI.
 OY0792'E. OF GRANT RAILROAD SIDING, 91.6 FT. NE. OF CROSSROADS, 28 FT. E. OF
 OY0792'CENTERLINE OF N-S. RD., 86 FT. N. OF CENTERLINE OF E-W. RD.
 OY0792'
 OY0792'TO REACH FROM UNION PACIFIC RAILROAD STATION IN IDAHO FALLS, DRIVE NE.
 OY0792'FOR 1.1 MI. ON U.S. HIGHWAY NO. 191 TO CROSSROADS AT SW. CORNER OF
 OY0792'IDAHO FALLS GOLF COURSE, TURN LEFT (N.) AND DRIVE 9.45 MI. ON PAVED
 OY0792'RD. TO CROSSROADS.  (GRANT MERCANTILE STORE IS IN THE NW. ANGLE OF THE
 OY0792'INTERSECTION), TURN RIGHT (E.) AND DRIVE 1.0 MI. TO CROSSROADS AND
 OY0792'STATION.
 OY0792'
 OY0792'STATION MARK--STANDARD TABLET STAMPED---GRANT 1947---, SET IN
 OY0792'CONCRETE POST PROJECTING 2 IN. ABOVE THE GROUND.
 OY0792'
 OY0792'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OY0792'---NO 1---, SET IN CONCRETE POST, 62.56 FT. FROM THE STATION MARK,
 OY0792'S 89 DEG 40 MIN W.
 OY0792'
 OY0792'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OY0792'---NO 2---, SET IN CONCRETE POST, 53.90 FT. FROM STATION MARK,
 OY0792'S 02 DEG 45 MIN E.
 OY0792
 OY0792                          STATION RECOVERY (2003)
 OY0792
 OY0792'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JCD)
 OY0792'REFERENCE MARK NO. 2 WAS FOUND APPROX. 52 FEET NORTH OF THE STATION
 OY0792'MARK.  REFERENCE MARK NO. 1 WAS NOT FOUND AT ALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1002 ***********************************************************************
 OY1002  DESIGNATION -  GRANT
 OY1002  PID         -  OY1002
 OY1002  STATE/COUNTY-  ID/CUSTER
 OY1002  USGS QUAD   -  PORPHYRY PEAK (1991)
 OY1002
 OY1002                         *CURRENT SURVEY CONTROL
 OY1002  ___________________________________________________________________
 OY1002* NAD 83(1992)-  43 59 39.81915(N)    113 58 11.48665(W)     ADJUSTED  
 OY1002* NAVD 88     -      2336.7    (meters)    7666.     (feet)  VERTCON   
 OY1002  ___________________________________________________________________
 OY1002  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 OY1002  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 OY1002
 OY1002  HORZ ORDER  -  FIRST
 OY1002
 OY1002.The horizontal coordinates were established by classical geodetic methods
 OY1002.and adjusted by the National Geodetic Survey in July 1992..
 OY1002
 OY1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY1002
 OY1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY1002
 OY1002.The geoid height was determined by GEOID03.
 OY1002
 OY1002;                    North         East     Units Scale Factor Converg.
 OY1002;SPC ID C     -   258,572.800   502,417.723   MT  0.99994744   +0 01 15.4
 OY1002;UTM  12      - 4,875,538.933   261,868.014   MT  1.00029750   -2 03 49.7
 OY1002;UTM  11      - 4,875,714.900   742,965.993   MT  1.00032611   +2 06 20.6
 OY1002
 OY1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY1002!SPC ID C     -   0.99963554  x   0.99994744  =   0.99958300
 OY1002!UTM  12      -   0.99963554  x   1.00029750  =   0.99993294
 OY1002!UTM  11      -   0.99963554  x   1.00032611  =   0.99996154
 OY1002
 OY1002|---------------------------------------------------------------------|
 OY1002| PID    Reference Object                     Distance      Geod. Az  |
 OY1002|                                                           dddmmss.s |
 OY1002| CN3646 GRANT RM 1                           11.075 METERS 03728     |
 OY1002| CN3647 GRANT RM 2                            6.504 METERS 17232     |
 OY1002| OZ0911 HERD                                APPROX.20.6 KM 2673129.8 |
 OY1002|---------------------------------------------------------------------|
 OY1002
 OY1002                          SUPERSEDED SURVEY CONTROL
 OY1002
 OY1002  NAD 83(1986)-  43 59 39.81725(N)    113 58 11.47997(W) AD(       ) 1
 OY1002  NAD 27      -  43 59 40.12280(N)    113 58 08.32620(W) AD(       ) 1
 OY1002  NGVD 29 (07/19/86) 2335.3    (m)         7662.     (f) VERT ANG       
 OY1002
 OY1002.Superseded values are not recommended for survey control.
 OY1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1002.See file dsdata.txt to determine how the superseded data were derived.
 OY1002
 OY1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP6186875539(NAD 83)
 OY1002_MARKER: DS = TRIANGULATION STATION DISK
 OY1002_SETTING: 66 = SET IN ROCK OUTCROP
 OY1002
 OY1002  HISTORY     - Date     Condition        Report By
 OY1002  HISTORY     - 1965     MONUMENTED       CGS
 OY1002  HISTORY     - 1967     GOOD             USGS
 OY1002
 OY1002                          STATION DESCRIPTION
 OY1002
 OY1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JJL)
 OY1002'THE STATION IS LOCATED ABOUT 19-1/2 MILES WEST-NORTHWEST
 OY1002'OF MACKAY, 10 MILES SOUTH-SOUTHWEST OF DICKEY AND ON A LOW
 OY1002'KNOLL ALONG A BRUSH AND ROCK COVERED RIDGE THAT RUNS TO THE
 OY1002'NORTH FROM A HIGH, PROMINENT, TIMBERED MOUNTAIN.
 OY1002'
 OY1002'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 OY1002'AND U.S. HIGHWAY 93 IN MACKAY, GO NORTHWEST ON U.S. HIGHWAY 93
 OY1002'FOR 15.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON
 OY1002'TRAIL CREEK ROAD FOR 2.2 MILES TO A CROSSROAD.  TURN LEFT AND GO
 OY1002'SOUTH ON THE GRAVELED ROAD FOR 0.95 MILE TO A SIDE ROAD RIGHT
 OY1002'AND A SIGN BARTLETT PT. RD.  TURN RIGHT AND GO WEST ON THE
 OY1002'GRAVELED ROAD FOR 4.75 MILES TO A Y-FORK.  KEEP THE LEFT FORK
 OY1002'AND GO SOUTHWEST AND WEST FOR 2.3 MILES TO THE MOUTH OF A DRAW ON
 OY1002'THE LEFT.  TURN LEFT, UP THE DRAW, AND GO SOUTHWEST FOR
 OY1002'0.05 MILE TO THE BASE OF A LOW, SQUARE-END RIDGE THEN UP
 OY1002'THE STEEP GRADE TO THE CREST OF THE RIDGE AND FOLLOW THE RIDGE
 OY1002'SOUTHEAST, KEEPING TO THE RIGHT OF A RED-COLORED RIDGE,
 OY1002'FOR 0.4 MILE.  HERE BEAR TO THE LEFT, DOWN INTO THE WASH THEN
 OY1002'BEAR TO THE RIGHT, SOUTHEAST, UP THE WASH AND ONTO THE
 OY1002'CREST OF A LOW RIDGE.  CONTINUE SOUTHEASTERLY, ALONG THE RIDGE,
 OY1002'TOWARD A LARGE ROCK OUTCROP, FOR 1.25 MILES TO A POINT
 OY1002'WHERE THE RIDGE LEVELS OFF ABOVE THE LARGE ROCKS AND THE
 OY1002'STATION.
 OY1002'
 OY1002'THE STATION MARK IS A STANDARD DISK, STAMPED GRANT 1965,
 OY1002'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 OY1002'6 INCHES.  IT IS 8.7 FEET NORTHEAST OF A ROCK CAIRN.
 OY1002'
 OY1002'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRANT NO 1
 OY1002'1965, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 OY1002'PROJECTS 8 INCHES.  IT IS 43.5 FEET NORTH-NORTHEAST OF A ROCK
 OY1002'CAIRN.
 OY1002'
 OY1002'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRANT NO 2
 OY1002'1965, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 OY1002'8 INCHES.  IT IS 20.8 FEET SOUTHEAST OF A ROCK CAIRN.
 OY1002'
 OY1002'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 OY1002'53.60 FEET OR 16.338 METERS.
 OY1002'
 OY1002'THERE WAS NO SUITABLE PLACE LOCATED TO SET AN AZIMUTH MARK.
 OY1002'
 OY1002'A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO REACH THIS STATION.
 OY1002
 OY1002                          STATION RECOVERY (1967)
 OY1002
 OY1002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OY1002'STATION MARK--A STANDARD DISK STAMPED ---GRANT 1965---, COMENTED
 OY1002'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1185 ***********************************************************************
 NV1185  DESIGNATION -  GRASSMERE
 NV1185  PID         -  NV1185
 NV1185  STATE/COUNTY-  ID/OWYHEE
 NV1185  USGS QUAD   -  BUSTER BUTTE (1979)
 NV1185
 NV1185                         *CURRENT SURVEY CONTROL
 NV1185  ___________________________________________________________________
 NV1185* NAD 83(1992)-  42 21 13.42917(N)    115 50 43.38350(W)     ADJUSTED  
 NV1185* NAVD 88     -      1614.0    (meters)    5295.     (feet)  VERTCON   
 NV1185  ___________________________________________________________________
 NV1185  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 NV1185  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 NV1185
 NV1185  HORZ ORDER  -  THIRD
 NV1185
 NV1185.The horizontal coordinates were established by classical geodetic methods
 NV1185.and adjusted by the National Geodetic Survey in July 1992..
 NV1185
 NV1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1185
 NV1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1185
 NV1185.The geoid height was determined by GEOID03.
 NV1185
 NV1185;                    North         East     Units Scale Factor Converg.
 NV1185;SPC ID W     -    76,313.873   792,141.779   MT  0.99993409   -0 03 51.3
 NV1185;UTM  11      - 4,689,697.261   595,091.720   MT  0.99971126   +0 46 40.5
 NV1185
 NV1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1185!SPC ID W     -   0.99974951  x   0.99993409  =   0.99968362
 NV1185!UTM  11      -   0.99974951  x   0.99971126  =   0.99946085
 NV1185
 NV1185|---------------------------------------------------------------------|
 NV1185| PID    Reference Object                     Distance      Geod. Az  |
 NV1185|                                                           dddmmss.s |
 NV1185| CD5171 GRASSMERE RM 2                        8.863 METERS 10509     |
 NV1185| NW0364 HONEY                               APPROX.15.8 KM 2893800.7 |
 NV1185| CD5170 GRASSMERE RM 1                       13.818 METERS 35754     |
 NV1185|---------------------------------------------------------------------|
 NV1185
 NV1185                          SUPERSEDED SURVEY CONTROL
 NV1185
 NV1185  NAD 83(1986)-  42 21 13.42978(N)    115 50 43.38221(W) AD(       ) 3
 NV1185  NAD 27      -  42 21 13.78816(N)    115 50 40.03732(W) AD(       ) 3
 NV1185  NGVD 29 (07/19/86) 1612.9    (m)         5292.     (f) VERT ANG       
 NV1185
 NV1185.Superseded values are not recommended for survey control.
 NV1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1185.See file dsdata.txt to determine how the superseded data were derived.
 NV1185
 NV1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG9509289697(NAD 83)
 NV1185_MARKER: Z = SEE DESCRIPTION
 NV1185_SETTING: 0 = UNSPECIFIED SETTING
 NV1185
 NV1185  HISTORY     - Date     Condition        Report By
 NV1185  HISTORY     - 1974     MONUMENTED       USGS
 NV1185
 NV1185                          STATION DESCRIPTION
 NV1185
 NV1185'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NV1185'LOCATED ABOUT 2.5 MI SE. OF GRASMERE ON HIGHEST POINT OF A LARGE
 NV1185'LOW HILL.
 NV1185'
 NV1185'TO REACH FROM GRASMERE, GO S. ON STATE HIGHWAY 51 FOR 0.4 MI TO A
 NV1185'GRAVELED RD. GOING SE. FROM THE JUNCTION OF THE GRASMERE
 NV1185'EMERGENCY LANDING STRIP AND HIGHWAY 51.  FOLLOW GRAVELED RD. FOR
 NV1185'2.3 MI TO A CATTLE GUARD.  THEN TURN E. AND GO 0.7 MI ACROSS
 NV1185'COUNTRY TO HIGHEST POINT ON TOP AND STATION.
 NV1185'
 NV1185'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED GRASMERE
 NV1185'1974 SET IN A BOULDER FLUSH WITH GROUND.
 NV1185'
 NV1185'RM NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED RM NO 1 1974
 NV1185'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 0.8 FT ABOVE
 NV1185'GROUND AND 0.4 FT BELOW STATION MARK.
 NV1185'
 NV1185'RM NO. 2--STANDARD REFERENCE MARK TABLET STAMPED RM NO 2 1974
 NV1185'CEMENTED IN A DRILL HOLE IN BOULDER PROJECTING 1.0 FT ABOVE GROUND
 NV1185'AND 0.4 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0962 ***********************************************************************
 NV0962  DESIGNATION -  GRASSY
 NV0962  PID         -  NV0962
 NV0962  STATE/COUNTY-  ID/GOODING
 NV0962  USGS QUAD   -  WENDELL (1992)
 NV0962
 NV0962                         *CURRENT SURVEY CONTROL
 NV0962  ___________________________________________________________________
 NV0962* NAD 83(1992)-  42 50 21.96086(N)    114 39 05.07963(W)     ADJUSTED  
 NV0962* NAVD 88     -      1107.8    (meters)    3635.     (feet)  VERTCON   
 NV0962  ___________________________________________________________________
 NV0962  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 NV0962  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 NV0962
 NV0962  HORZ ORDER  -  THIRD
 NV0962
 NV0962.The horizontal coordinates were established by classical geodetic methods
 NV0962.and adjusted by the National Geodetic Survey in July 1992..
 NV0962
 NV0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0962
 NV0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0962
 NV0962.The geoid height was determined by GEOID03.
 NV0962
 NV0962;                    North         East     Units Scale Factor Converg.
 NV0962;SPC ID C     -   130,467.822   446,747.929   MT  0.99998224   -0 26 34.6
 NV0962;UTM  11      - 4,745,659.901   691,931.466   MT  1.00005321   +1 35 50.6
 NV0962
 NV0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0962!SPC ID C     -   0.99982868  x   0.99998224  =   0.99981092
 NV0962!UTM  11      -   0.99982868  x   1.00005321  =   0.99988188
 NV0962
 NV0962:                Primary Azimuth Mark                     Grid Az
 NV0962:SPC ID C     -  DITCH                                    112 51 34.7
 NV0962:UTM  11      -  DITCH                                    110 49 09.5
 NV0962
 NV0962|---------------------------------------------------------------------|
 NV0962| PID    Reference Object                     Distance      Geod. Az  |
 NV0962|                                                           dddmmss.s |
 NV0962| NV0955 DITCH                               APPROX. 6.5 KM 1122500.1 |
 NV0962| NV0960 GOODING TANK 1                      APPROX.12.4 KM 3354849.6 |
 NV0962| NV0961 GOODING TANK 2                      APPROX.12.1 KM 3392645.0 |
 NV0962|---------------------------------------------------------------------|
 NV0962
 NV0962                          SUPERSEDED SURVEY CONTROL
 NV0962
 NV0962  NAD 83(1986)-  42 50 21.95895(N)    114 39 05.07729(W) AD(       ) 3
 NV0962  NGVD 29 (01/23/89) 1106.9    (m)         3632.     (f) VERT ANG       
 NV0962
 NV0962.Superseded values are not recommended for survey control.
 NV0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0962.See file dsdata.txt to determine how the superseded data were derived.
 NV0962
 NV0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9193145660(NAD 83)
 NV0962_MARKER: DS = TRIANGULATION STATION DISK
 NV0962_SETTING: 0 = UNSPECIFIED SETTING
 NV0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0962
 NV0962  HISTORY     - Date     Condition        Report By
 NV0962  HISTORY     - 1947     MONUMENTED       USGS
 NV0962
 NV0962                          STATION DESCRIPTION
 NV0962
 NV0962'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NV0962'LOCATED ABOUT 5.5 MI. (AIRLINE) NNE. OF WENDELL, 7.5 MI. SE. OF
 NV0962'GOODING, 4 MI. E. OF STATE HIGHWAY 25, ON A SLIGHT RISE ON THE N. END
 NV0962'OF A LARGE FLAT GRASSY KNOLL.
 NV0962'
 NV0962'TO REACH FROM THE WENDELL POST OFFICE, DRIVE N. ON STATE HIGHWAY 25
 NV0962'FOR 1.45 MI. TO A GRAVEL RD. RIGHT, TURN RIGHT (E.) 0.1 MI. TO RD.
 NV0962'FORKS, TAKE RIGHT FORK 0.5 MI. TO A FENCE GATE, PASS THROUGH GATE AND
 NV0962'DRIVE E. (STRAIGHT AHEAD) 0.15 MI. TO A RD. FORKS, TAKE LEFT FORK 0.5
 NV0962'MI. TO A BRIDGE OVER A CANAL, CROSS BRIDGE, TAKE CENTER OF THREE RDS.
 NV0962'AND DRIVE 1 MI. TO A RD. FORKS, TAKE LEFT FORK 2.35 MI. TO RD. FORKS,
 NV0962'TAKE LEFT FORK 1.3 MI. TO A SADDLE, TURN RIGHT (E.) ACROSS COUNTRY 0.1
 NV0962'MI. TO TOP OF KNOLL, THENCE LEFT (N.) ACROSS TOP 0.4 MI. TO RISE ON N.
 NV0962'END AND STATION.
 NV0962'
 NV0962'STATION MARK--STANDARD TABLET STAMPED---GRASSY 1947---, CEMENTED IN
 NV0962'A ROCK BURIED IN THE GROUND.
 NV0962'
 NV0962'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NV0962'---NO 1---, CEMENTED IN A ROCK BURIED IN THE GROUND, 25.24 FT. FROM
 NV0962'STATION MARK IN BEARING S 81 DEG. 42 MIN. W.
 NV0962'
 NV0962'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NV0962'---NO 2---, CEMENTED IN A ROCK BURIED IN THE GROUND, 26.77 FT. FROM
 NV0962'STATION MARK IN BEARING N 2 DEG. 10 MIN. W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1261 ***********************************************************************
 RA1261  DESIGNATION -  GRAVE
 RA1261  PID         -  RA1261
 RA1261  STATE/COUNTY-  ID/IDAHO
 RA1261  USGS QUAD   -  GRAVE POINT (1963)
 RA1261
 RA1261                         *CURRENT SURVEY CONTROL
 RA1261  ___________________________________________________________________
 RA1261* NAD 83(1992)-  45 38 32.33831(N)    116 22 51.65156(W)     ADJUSTED  
 RA1261* NAVD 88     -      1717.0    (meters)    5633.     (feet)  VERTCON   
 RA1261  ___________________________________________________________________
 RA1261  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 RA1261  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 RA1261
 RA1261  HORZ ORDER  -  FIRST
 RA1261
 RA1261.The horizontal coordinates were established by classical geodetic methods
 RA1261.and adjusted by the National Geodetic Survey in July 1992..
 RA1261
 RA1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1261
 RA1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1261
 RA1261.The geoid height was determined by GEOID03.
 RA1261
 RA1261;                    North         East     Units Scale Factor Converg.
 RA1261;SPC ID W     -   441,880.851   750,808.844   MT  0.99996307   -0 27 04.2
 RA1261;SPC OR N     -   227,724.012 2,820,957.935   MT  0.99992872   +2 55 16.1
 RA1261;SPC OR N     -   747,126.02  9,255,111.34   iFT  0.99992872   +2 55 16.1
 RA1261;UTM  11      - 5,054,493.921   548,237.370   MT  0.99962861   +0 26 33.3
 RA1261
 RA1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1261!SPC ID W     -   0.99973338  x   0.99996307  =   0.99969646
 RA1261!SPC OR N     -   0.99973338  x   0.99992872  =   0.99966211
 RA1261!UTM  11      -   0.99973338  x   0.99962861  =   0.99936208
 RA1261
 RA1261|---------------------------------------------------------------------|
 RA1261| PID    Reference Object                     Distance      Geod. Az  |
 RA1261|                                                           dddmmss.s |
 RA1261| RA1262 GRAVE POINT LOT                      24.532 METERS 10138     |
 RA1261| CH7435 GRAVE RM 1                           13.457 METERS 11118     |
 RA1261| CH7436 GRAVE RM 2                            8.150 METERS 20917     |
 RA1261| CH7434 GRAVE AZ MK                                        3043129.8 |
 RA1261|---------------------------------------------------------------------|
 RA1261
 RA1261                          SUPERSEDED SURVEY CONTROL
 RA1261
 RA1261  NAD 83(1991)-  45 38 32.33860(N)    116 22 51.65104(W) AD(       ) 1
 RA1261  NAD 83(1986)-  45 38 32.33880(N)    116 22 51.65040(W) AD(       ) 1
 RA1261  NAD 27      -  45 38 32.74658(N)    116 22 48.14819(W) AD(       ) 1
 RA1261  NGVD 29 (07/19/86) 1715.9    (m)         5630.     (f) VERT ANG       
 RA1261
 RA1261.Superseded values are not recommended for survey control.
 RA1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1261.See file dsdata.txt to determine how the superseded data were derived.
 RA1261
 RA1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL4823754494(NAD 83)
 RA1261_MARKER: DS = TRIANGULATION STATION DISK
 RA1261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA1261_STAMPING: GRAVE 1945
 RA1261_MARK LOGO: CGS   
 RA1261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RA1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1261+STABILITY: SURFACE MOTION
 RA1261
 RA1261  HISTORY     - Date     Condition        Report By
 RA1261  HISTORY     - 1945     MONUMENTED       CGS
 RA1261  HISTORY     - 19850619 GOOD             NGS
 RA1261
 RA1261                          STATION DESCRIPTION
 RA1261
 RA1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1261'THE STATION IS LOCATED NEAR THE NW END AND 2 FEET LOWER THAN THE
 RA1261'HIGHEST POINT OF THE RIDGE WHICH LIES BETWEEN THE SNAKE RIVER TO THE
 RA1261'W AND DEER CREEK TO THE N AND NE, AND ABOUT 1.75 MILES S OF
 RA1261'PITTSBURG SADDLE.  THIS POINT IS LOCALLY KNOWN AS GRAVE POINT AND
 RA1261'ON WHICH GRAVE LOOKOUT HOUSE IS LOCATED.  THE STATION IS 22.890
 RA1261'METERS NW OF THE SW CORNER, 26.430 METERS W OF THE NE CORNER OF
 RA1261'THE LOOKOUT HOUSE, 18 FEET NW OF A FLAG POLE, AND 5 FEET S OF THE
 RA1261'EDGE OF AN 8-FOOT BANK.  IT IS A BRONZE DISK BRAZED TO A 3-INCH
 RA1261'IRON PIPE PROJECTING 6 INCHES.  IT IS STAMPED GRAVE 1945.
 RA1261'
 RA1261'REFERENCE MARK 1 IS ESE OF THE STATION, 31.5 FEET WNW OF THE SW
 RA1261'CORNER OF THE LOOKOUT HOUSE, 17 FEET S OF THE EDGE OF A BANK, AND
 RA1261'1 FOOT LOWER THAN THE STATION.  IT IS A BRONZE REFERENCE DISK IN A
 RA1261'BOULDER STAMPED GRAVE NO 1 1945 AND PROJECTS 1 INCH.
 RA1261'
 RA1261'REFERENCE MARK 2 IS SSW OF THE STATION, 85 FEET W OF THE SW CORNER
 RA1261'OF THE LOOKOUT HOUSE.  IT IS SET IN A 12- BY 12-INCH BOULDER
 RA1261'PROJECTING 6 INCHES AND 2 FEET LOWER THAN THE STATION.  IT IS A
 RA1261'BRONZE REFERENCE DISK AND IS STAMPED GRAVE NO 2 1945.
 RA1261'
 RA1261'THE AZIMUTH MARK IS LOCATED IN A 5- BY 3.5-FOOT BOULDER PROJECTING
 RA1261'2.5 FEET ON A BARE ROCKY KNOLL NW OF THE STATION.  THE BOULDER IS
 RA1261'THE CENTER ONE OF THREE AND IS 5.5 FEET W OF A WIRE FENCE.  IT IS A
 RA1261'BRONZE AZIMUTH DISK AND IS STAMPED GRAVE 1945.
 RA1261'
 RA1261'TO REACH THE AZIMUTH MARK FROM THE TEXACO SERVICE STATION IN WHITE
 RA1261'BIRD, GO S ON U.S. HIGHWAY 95 FOR 1.75 MILES TO THE BRIDGE OVER THE
 RA1261'SALMON RIVER, TURN LEFT AFTER CROSSING BRIDGE AND CONTINUE ALONG
 RA1261'MAIN TRAVELED ROAD FOR 8 MILES TO A FORK.  TAKE LEFT FORK OVER
 RA1261'DEER CREEK 2.25 MILES TO PITTSBURG SADDLE AND SIGN GRAVE LOOKOUT 3
 RA1261'MILES AND END OF TRUCK TRAVEL.  FROM HERE PACK S ALONG A WELL
 RA1261'DEFINED TRAIL TO A POLE GATE, TURN RIGHT ALONG A WIRE FENCE,
 RA1261'ABOUT 0.1 MILE TO THE AZIMUTH MARK.  FROM THE POLE GATE FOLLOW
 RA1261'TRAIL UP STEEP GRADE TO THE LOOKOUT HOUSE AND THE STATION.  ABOUT 1
 RA1261'HOUR AND 45 MINUTES PACK.
 RA1261
 RA1261                          STATION RECOVERY (1985)
 RA1261
 RA1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 RA1261'THE STATION AND RM 1 WERE RECOVERED.  RM 2 WAS SEARCHED FOR BUT NOT
 RA1261'FOUND.  THE AZ MK WAS NOT SEARCHD FOR.  TREES BLOCK THE LINE TO THE
 RA1261'STATION.  NATURAL OBJECTS CAN SERVE AS AN AZ.  THE LOOKOUT TOWER THAT
 RA1261'WAS ON THE HILL IS 1945 HAS BEEN REMOVED, AND ANOTHER ONE BUILD
 RA1261'NEARBY.  IT IS NOW POSSIBLE TO DRIVE TO THE STATION BUT BECAUSE OF
 RA1261'LOGGING THE BEST ROUTE TO THE STATION WAS NOT TAKEN.  A FOREST SERVICE
 RA1261'MAP FROM THE RAGER STATION AT SLATE CREEK WILL SHOW THE BEST ROUTE.
 RA1261'THE STATION IS LOCATED NEAR THE NW END OF THE HIGHEST POINT OF THE
 RA1261'RIDGE BETWEEN THE SNAKE RIVER TO THE W AND DEER CREEK TO THE N AND IS
 RA1261'ABOUT 1.8 MILES (2.9 KM) S OF PITTSBURG SADDLE, AND ABOUT 9 MILES
 RA1261'(14.5 KM) SSW OF WHITEBIRD.
 RA1261' 
 RA1261'THE STATION IS A STANDARD CGS DISK STAMPED---GRAVE 1945---, SET INTO
 RA1261'THE TOP OF A METAL PIPE, 8 CM IN DIAMETER, PROJECTING 12 CM ABOVE THE
 RA1261'GROUND.  THE STATION IS LOCATED 12.4 METERS (40.7 FT) NW FROM THE NE
 RA1261'CORNER OF LOOKOUT TOWER, 4.1 METERS (13.5 FT) WNW FROM THE NW GUY,
 RA1261'CABLE, 8.7 METERS (28.5 FT) E FROM THE CURVE IN ROAD LEADING TO
 RA1261'LOOKOUT TOWER, 2.5 METERS (8.2 FT) S FROM THE TOP EDGE OF 2 METER (6.6
 RA1261'FT) HIGH DOOR TO ROAD. RM NO 1, IS A STANDARD CGS DISK STAMPED---GRAVE
 RA1261'NO 1 1945---, SET INTO A PARTIALLY EXPOSED BOULDER OF 0.3 METERS (1.0
 RA1261'FT) LARGEST DIMENSION.  THE STATION IS LOCATED 3.8 METERS (12.5 FT) NE
 RA1261'FROM THE NW CORNER OF THE TOWER, 3.9 METERS (12.8 FT) NW FROM THE NE
 RA1261'CORNER OF THE LOOKOUT TOWER, 2.9 METERS (9.5 FT) W FROM THE SW CORNER
 RA1261'OF A SMALL WHITE BUILDING, AND 0.3 METERS (1.0 FT) LOWER THAN THE
 RA1261'STATION.  RM NO 3, IS A STANDARD NGS DISK STAMPED---GRAVE 1945 NO 3
 RA1261'1985---, SET INTO A PARTIALLY EXPOSED BOULDER OF 0.3 METERS (1.0 FT)
 RA1261'LARGEST DIMENSION.  THE STATION IS LOCATED 13.8 METERS (45.3 FT) W
 RA1261'FROM THE NW CORNER OF THE LOOKOUT TOWER, 9.8 METERS (32.2 FT) SW FROM
 RA1261'THE NW GUY CABLE OF TOWER, 6.23 METERS (20.44 FT) E FROM THE
 RA1261'CENTERLINE OF A ROAD, AND 1 METER (3.3 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0875 ***********************************************************************
 RY0875  DESIGNATION -  GRAVE PEAK
 RY0875  PID         -  RY0875
 RY0875  STATE/COUNTY-  ID/IDAHO
 RY0875  USGS QUAD   -  GRAVE PEAK (1994)
 RY0875
 RY0875                         *CURRENT SURVEY CONTROL
 RY0875  ___________________________________________________________________
 RY0875* NAD 83(1992)-  46 23 42.35859(N)    114 43 48.71788(W)     ADJUSTED  
 RY0875* NAVD 88     -      2525.     (meters)    8284.     (feet)  SCALED    
 RY0875  ___________________________________________________________________
 RY0875  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 RY0875  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 RY0875
 RY0875  HORZ ORDER  -  FIRST
 RY0875
 RY0875.The horizontal coordinates were established by classical geodetic methods
 RY0875.and adjusted by the National Geodetic Survey in July 1992..
 RY0875
 RY0875.The orthometric height was scaled from a topographic map.
 RY0875
 RY0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0875
 RY0875.The geoid height was determined by GEOID03.
 RY0875
 RY0875;                    North         East     Units Scale Factor Converg.
 RY0875;SPC ID W     -   525,860.166   878,427.533   MT  1.00000891   +0 44 18.6
 RY0875;UTM  11      - 5,140,450.775   674,498.580   MT  0.99997431   +1 38 38.4
 RY0875
 RY0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0875!SPC ID W     -   0.99960656  x   1.00000891  =   0.99961547
 RY0875!UTM  11      -   0.99960656  x   0.99997431  =   0.99958088
 RY0875
 RY0875|---------------------------------------------------------------------|
 RY0875| PID    Reference Object                     Distance      Geod. Az  |
 RY0875|                                                           dddmmss.s |
 RY0875| CH7438 GRAVE PEAK RM 1                      20.132 METERS 06708     |
 RY0875| CH7439 GRAVE PEAK RM 2                       6.090 METERS 11832     |
 RY0875| RY0872 DIABLO MOUNTAIN LOOKOUT             APPROX.14.0 KM 1414628.4 |
 RY0875| RY0900 RHODES PEAK                         APPROX.31.4 KM 3523137.2 |
 RY0875|---------------------------------------------------------------------|
 RY0875
 RY0875                          SUPERSEDED SURVEY CONTROL
 RY0875
 RY0875  NAD 83(1986)-  46 23 42.36842(N)    114 43 48.71359(W) AD(       ) 1
 RY0875  NAD 27      -  46 23 42.65100(N)    114 43 45.32500(W) AD(       ) 1
 RY0875
 RY0875.Superseded values are not recommended for survey control.
 RY0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0875.See file dsdata.txt to determine how the superseded data were derived.
 RY0875
 RY0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM7449940451(NAD 83)
 RY0875
 RY0875  HISTORY     - Date     Condition        Report By
 RY0875  HISTORY     - 1934     MONUMENTED       CGS
 RY0875  HISTORY     - 1935     SEE DESCRIPTION  CGS
 RY0875  HISTORY     - 1966     GOOD             USGS
 RY0875
 RY0875                          STATION DESCRIPTION
 RY0875
 RY0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RY0875'ON GRAVE PEAK ABOUT 8 MILES, AIRLINE, SOUTH OF POWELL RANGER
 RY0875'STATION.  IT IS 15 MILES BY TRAIL.
 RY0875'
 RY0875'TO REACH FROM POWELL, TAKE THE GOAT ROOST TRAIL WHICH CROSSES
 RY0875'THE LOCHSA RIVER 100 YARDS WEST OF THE WEST ENTRANCE TO POWELL
 RY0875'RANGERS STATION GROUNDS.  FOLLOW THIS TRAIL TO THE JUNCTION WITH
 RY0875'CLIFF CREEK TRAIL AND FOLLOW THIS TO THE JUNCTION WITH TOM BEALL
 RY0875'TRAIL WHICH TAKES YOU INTO TOM BEALL PARK.  THEN FOLLOW THE
 RY0875'TRAIL DOWN TOM BEALL CREEK TO THE JUNCTION WITH WIND LAKE CREEK
 RY0875'TRAIL, THEN GO UP THIS TRAIL TO WIND LAKE.  (WATER AND HORSE
 RY0875'FEED).  FROM WIND LAKE CONTINUE ON TRAIL IN AN EASTERLY
 RY0875'DIRECTION FOR 1/2 MILE, OR 300 YARDS WEST OF FRIDAYS PASS WHERE
 RY0875'THE TRAIL TAKES OFF TO THE LEFT LEADING TO THE LOOKOUT.
 RY0875'STATION IS ABOUT 20 FEET NORTH OF THE NORTH FACE OF THE
 RY0875'LOOKOUT HOUSE.  STATION CAN BE REACHED FROM ELK SUMMIT VIA
 RY0875'KOOSKOOSKIA MEADOWS.  TRUCK CAN BE DRIVEN TO KOOSKOOSKIA
 RY0875'MEADOWS.  FROM HERE IT IS ABOUT 5 MILES TO THE PEAK.  THIS
 RY0875'APPROACH WAS NOT TAKEN IN 1934 DUE TO THE HEAVY SNOW.
 RY0875'STATION WAS UNOCCUPIED.
 RY0875
 RY0875                          STATION RECOVERY (1935)
 RY0875
 RY0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 RY0875'ON A SHARP ROCKY PEAK ABOUT 7 MILES, AIRLINE, NORTHWEST FROM
 RY0875'THE ELK SUMMIT RANGER STATION.  THERE IS A LOOKOUT HOUSE FOR
 RY0875'FIRE GUARDS ON THE PEAK.
 RY0875'
 RY0875'TO REACH FROM ELK SUMMIT RANGER STATION, FOLLOW THE ROAD
 RY0875'NORTH TOWARDS POWELL RANGER STATION FOR ABOUT 4-1/2 MILES
 RY0875'TO A SPUR ROAD THAT LEADS TO THE LEFT AND POSTED KOOSKOOSKIA
 RY0875'MEADOWS.  FOLLOW THIS ROAD TO THE MEADOWS AND TO THE END OF
 RY0875'THE ROAD.  THERE IS A GOOD SIZED LAKE HERE.  FROM THE END OF
 RY0875'TRUCK TRAVEL FOLLOW THE WELL-TRAVELED TRAIL (BLAZED) LEADING
 RY0875'UP THE RIDGE AND WINDING TO THE SOUTH TO THE TOP OF A SMALL
 RY0875'PASS LOCALLY KNOWN AS FRIDAYS PASS.  CONTINUE ON THE TRAIL
 RY0875'FOLLOWING THE RIDGE TO ANOTHER SADDLE, AND FROM HERE CONTINUE
 RY0875'UP THE EAST SIDE OF THE ROCKY SLOPE TO THE LOOKOUT HOUSE.
 RY0875'STATION GRAVE WILL BE FOUND ON THE NORTH SIDE OF THE LOOKOUT
 RY0875'HOUSE ABOUT 12 FEET NORTH OF THE CENTER OF THE HOUSE.  STATION
 RY0875'GRAVE ECC WILL BE FOUND ABOUT 6 FEET SOUTH OF THE HOUSE
 RY0875'AND DIRECTLY IN FRONT OF THE DOOR.  NOTE.  DO NOT TRY TO
 RY0875'LEAVE THE TRAIL ON THE WAY TO THIS STATION AS IT CANNOT BE
 RY0875'REACHED FOR ROCK LEDGES.  LOOKOUT HOUSE VISIBLE ALL
 RY0875'ALONG THE TRAIL.
 RY0875'
 RY0875'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 RY0875'BOULDERS AS DESCRIBED IN NOTES 4 AND 12C RESPECTIVELY.
 RY0875'
 RY0875'THE U.S. GEOLOGICAL SURVEY STATION WAS RECOVERED BUT APPARENTLY
 RY0875'DOES NOT LIE IN ITS ORIGINAL POSITION, PROBABLY HAVING BEEN
 RY0875'MOVED IN THE CONSTRUCTION OF THE U.S. FOREST SERVICE LOOKOUT
 RY0875'HOUSE.  THE U.S. GEOLOGICAL SURVEY TABLET IS IN A GRANITE
 RY0875'BOULDER OF ABOUT 150 POUNDS WEIGHT, 2.355 METERS DISTANT FROM
 RY0875'THE ECCENTRIC STATION, IN A DIRECTION WEST-NORTHWEST FROM IT.
 RY0875
 RY0875                          STATION RECOVERY (1966)
 RY0875
 RY0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RY0875'REACHED BY HELICOPTER.
 RY0875'
 RY0875'PK. OF CUPOLA L.O.T. IS 22.0 FT ABOVE STATION MARK.
 RY0875'
 RY0875'SURFACE MARK IS STANDARD BRONZE DISK SET IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1009 ***********************************************************************
 OZ1009  DESIGNATION -  GRAVEL
 OZ1009  PID         -  OZ1009
 OZ1009  STATE/COUNTY-  ID/ELMORE
 OZ1009  USGS QUAD   -  HOT SPRINGS CREEK RESERVOIR (1986)
 OZ1009
 OZ1009                         *CURRENT SURVEY CONTROL
 OZ1009  ___________________________________________________________________
 OZ1009* NAD 83(1992)-  43 02 09.41722(N)    115 23 20.58808(W)     ADJUSTED  
 OZ1009* NAVD 88     -       980.0    (meters)    3215.     (feet)  VERTCON   
 OZ1009  ___________________________________________________________________
 OZ1009  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OZ1009  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 OZ1009
 OZ1009  HORZ ORDER  -  THIRD
 OZ1009
 OZ1009.The horizontal coordinates were established by classical geodetic methods
 OZ1009.and adjusted by the National Geodetic Survey in July 1992..
 OZ1009
 OZ1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1009
 OZ1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1009
 OZ1009.The geoid height was determined by GEOID03.
 OZ1009
 OZ1009;                    North         East     Units Scale Factor Converg.
 OZ1009;SPC ID W     -   152,153.153   829,412.918   MT  0.99994397   +0 14 46.8
 OZ1009;UTM  11      - 4,766,066.119   631,230.336   MT  0.99981186   +1 05 58.4
 OZ1009
 OZ1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1009!SPC ID W     -   0.99984882  x   0.99994397  =   0.99979279
 OZ1009!UTM  11      -   0.99984882  x   0.99981186  =   0.99966070
 OZ1009
 OZ1009:                Primary Azimuth Mark                     Grid Az
 OZ1009:SPC ID W     -  T4S R9E SECS 27 28 33 34 WC              052 17 48.1
 OZ1009:UTM  11      -  T4S R9E SECS 27 28 33 34 WC              051 26 36.5
 OZ1009
 OZ1009|---------------------------------------------------------------------|
 OZ1009| PID    Reference Object                     Distance      Geod. Az  |
 OZ1009|                                                           dddmmss.s |
 OZ1009| OZ1011 T4S R9E SECS 27 28 33 34 WC         APPROX. 0.7 KM 0523234.9 |
 OZ1009| CD5172 GRAVEL RM 1                          19.323 METERS 08556     |
 OZ1009| CD5173 GRAVEL RM 2                          13.693 METERS 27512     |
 OZ1009|---------------------------------------------------------------------|
 OZ1009
 OZ1009                          SUPERSEDED SURVEY CONTROL
 OZ1009
 OZ1009  NAD 83(1986)-  43 02 09.41652(N)    115 23 20.58404(W) AD(       ) 3
 OZ1009  NAD 27      -  43 02 09.78540(N)    115 23 17.31500(W) AD(       ) 3
 OZ1009  NGVD 29 (07/19/86)  979.1    (m)         3212.     (f) VERT ANG       
 OZ1009
 OZ1009.Superseded values are not recommended for survey control.
 OZ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1009.See file dsdata.txt to determine how the superseded data were derived.
 OZ1009
 OZ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3123066066(NAD 83)
 OZ1009_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ1009
 OZ1009  HISTORY     - Date     Condition        Report By
 OZ1009  HISTORY     - 1959     MONUMENTED       CGS
 OZ1009
 OZ1009                          STATION DESCRIPTION
 OZ1009
 OZ1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1009'THE STATION IS 7 MILES NORTHWEST OF GLENNS FERRY, 7 MILES
 OZ1009'NORTHEAST OF HAMMETT, 0.5 MILE EAST OF A LARGE RANCH HEADQUARTERS,
 OZ1009'0.2 MILE WEST OF A GRAVELED ROAD AND ON THE SUMMIT OF A SMALL
 OZ1009'KNOLL, THE HIGHEST POINT IN THE VICINITY.
 OZ1009'
 OZ1009'TO REACH THE STATION FROM THE POST OFFICE AT GLENNS FERRY
 OZ1009'GO NORTH ON COMMERCIAL STREET FOR 0.2 MILE TO ITS INTERSECTION
 OZ1009'WITH U.S. HIGHWAYS 20, 26 AND 30, TURN LEFT, WEST, ALONG THE
 OZ1009'HIGHWAY FOR 0.35 MILE TO A SIDE ROAD RIGHT AT A SIGN COMMPRESSOR
 OZ1009'STATION, TURN RIGHT, NORTH, FOR 0.25 MILE TO A CROSS ROAD
 OZ1009'0.1 MILE BEFORE CROSSING A LARGE WOODEN PIPE LINE, TURN LEFT,
 OZ1009'WESTERLY AND FOLLOW THE OILED ROAD UP HILL FOR 4.0 MILES TO THE
 OZ1009'SUMMIT AND A FORK, KEEP THE LEFT FORK (OILED) FOR 2.7 MILES
 OZ1009'TO A SIDE ROAD RIGHT 0.1 MILE BEFORE PASSING A LARGE BARN
 OZ1009'AND CORRALS, TURN RIGHT, NORTH, FOR 1.4 MILES TO A FORK,
 OZ1009'KEEP THE RIGHT FORK STRAIGHT AHEAD FOR 0.7 MILE TO A FENCE
 OZ1009'CORNER AND THE AZIMUTH MARK ON THE LEFT (WC 28 27 33 34
 OZ1009'SEPERATLY DESCRIBED), TURN SHARP LEFT, SOUTHWEST, ALONG
 OZ1009'TRACK ROAD FOR 0.3 MILE TO A FENCE CORNER, TURN RIGHT,
 OZ1009'WEST, ALONG THE FENCE LINE TO THE SUMMIT OF THE HILL AND THE
 OZ1009'STATION SITE.
 OZ1009'
 OZ1009'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OZ1009'POST PROJECTING 3 INCHES AND STAMPED GRAVEL 1959.  IT IS 6
 OZ1009'FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 5.6
 OZ1009'FEET SOUTH OF THE FENCE LINE.
 OZ1009'
 OZ1009'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OZ1009'POST PROJECTING 3 INCHES AND STAMPED GRAVEL NO 1 1959.  IT
 OZ1009'IS 2 FEET SOUTH OF THE FENCE LINE.
 OZ1009'
 OZ1009'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OZ1009'POST PROJECTING 6 INCHES AND STAMPED GRAVEL NO 2 1959.  IT
 OZ1009'IS 2 FEET SOUTH OF THE FENCE LINE.
 OZ1009'
 OZ1009'A 2-WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1345 ***********************************************************************
 OH1345  DESIGNATION -  GRAVEL
 OH1345  PID         -  OH1345
 OH1345  STATE/COUNTY-  ID/CANYON
 OH1345  USGS QUAD   -  MELBA (1992)
 OH1345
 OH1345                         *CURRENT SURVEY CONTROL
 OH1345  ___________________________________________________________________
 OH1345* NAD 83(1992)-  43 29 02.64007(N)    116 33 01.32206(W)     ADJUSTED  
 OH1345* NAVD 88     -       855.0    (meters)    2805.     (feet)  VERTCON   
 OH1345  ___________________________________________________________________
 OH1345  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 OH1345  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 OH1345
 OH1345  HORZ ORDER  -  FIRST
 OH1345
 OH1345.The horizontal coordinates were established by classical geodetic methods
 OH1345.and adjusted by the National Geodetic Survey in July 1992..
 OH1345
 OH1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1345
 OH1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1345
 OH1345.The geoid height was determined by GEOID03.
 OH1345
 OH1345;                    North         East     Units Scale Factor Converg.
 OH1345;SPC ID W     -   202,182.668   735,256.138   MT  0.99998488   -0 33 02.9
 OH1345;UTM  11      - 4,814,670.039   536,359.836   MT  0.99961626   +0 18 33.9
 OH1345
 OH1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1345!SPC ID W     -   0.99986864  x   0.99998488  =   0.99985352
 OH1345!UTM  11      -   0.99986864  x   0.99961626  =   0.99948495
 OH1345
 OH1345|---------------------------------------------------------------------|
 OH1345| PID    Reference Object                     Distance      Geod. Az  |
 OH1345|                                                           dddmmss.s |
 OH1345| CD5175 GRAVEL RM 2                           7.014 METERS 01808     |
 OH1345| OH1339 KUNA MUNICIPAL TANK                 APPROX.10.9 KM 0861816.6 |
 OH1345| OH1344 DAB                                 APPROX. 7.9 KM 0981133.2 |
 OH1345| CD5174 GRAVEL RM 1                           7.907 METERS 27128     |
 OH1345|---------------------------------------------------------------------|
 OH1345
 OH1345                          SUPERSEDED SURVEY CONTROL
 OH1345
 OH1345  NAD 83(1991)-  43 29 02.63995(N)    116 33 01.31928(W) AD(       ) 1
 OH1345  NAD 83(1986)-  43 29 02.63998(N)    116 33 01.31934(W) AD(       ) 1
 OH1345  NAD 27      -  43 29 03.05637(N)    116 32 57.86232(W) AD(       ) 1
 OH1345  NGVD 29 (07/19/86)  854.1    (m)         2802.     (f) VERT ANG       
 OH1345
 OH1345.Superseded values are not recommended for survey control.
 OH1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1345.See file dsdata.txt to determine how the superseded data were derived.
 OH1345
 OH1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ3636014670(NAD 83)
 OH1345_MARKER: DD = SURVEY DISK
 OH1345_SETTING: 66 = SET IN ROCK OUTCROP
 OH1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1345
 OH1345  HISTORY     - Date     Condition        Report By
 OH1345  HISTORY     - 1947     MONUMENTED       USGS
 OH1345  HISTORY     - 1979     GOOD             NGS
 OH1345  HISTORY     - 19970630 MARK NOT FOUND   LOCENG
 OH1345
 OH1345                          STATION DESCRIPTION
 OH1345
 OH1345'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OH1345'LOCATED ABOUT 6.7 MI. S. OF NAMPA, 6.7 MI. W. OF KUNA AND 1.8 MI. N.
 OH1345'OF BOWMONT, ON RIDGE LINE NEAR HIGHEST POINT OF IRREGULAR SHAPED HILL
 OH1345'MASS.
 OH1345'
 OH1345'TO REACH FROM DISTRICT SCHOOL NO. 39, NW. OF BOWMONT, DRIVE W. 1.5 MI.
 OH1345'TO RD. FORKS, TAKE LEFT FORK (S.) 0.3 MI. TO GATE AT CANAL, DRIVE W.
 OH1345'THROUGH GATE, DRIVE N. BY NW. ON RD. ALONG CANAL 0.3 MI. TO RESIDENCE
 OH1345'OF L. R. HARMS, DRIVE SOUTHWESTERLY 0.2 MI. TO GATE, PASS THROUGH GATE
 OH1345'AND DRIVE S. AND SE. ON TRACK RDS. INCLINING UPWARD 0.3 MI. TO SUMMIT
 OH1345'OF DIVIDE, TURN LEFT (SE.) ON DIVIDE 0.1 MI. TO STATION.
 OH1345'
 OH1345'STATION MARK--STANDARD TABLET STAMPED---GRAVEL 1947---, CEMENTED IN
 OH1345'ROCK IN GROUND.
 OH1345'
 OH1345'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OH1345'---NO 1---, CEMENTED IN LARGE ROCK BURIED IN GROUND, 25.93 FT. FROM
 OH1345'STATION MARK IN BEARING N 88 DEG. 32 MIN. W.
 OH1345'
 OH1345'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OH1345'---NO 2---, CEMENTED IN LARGE ROCK BURIED IN GROUND, 23 FT. FROM
 OH1345'STATION MARK IN BEARING N 18 DEG. 8 MIN E.
 OH1345
 OH1345                          STATION RECOVERY (1979)
 OH1345
 OH1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1345'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 26,
 OH1345'T. 2 N., R. 2 W.  ABOUT 7 MILES SOUTH OF NAMPA AND 7 MILES
 OH1345'WEST OF KUNA.
 OH1345'
 OH1345'TO REACH THE STATION FROM THE POST OFFICE IN NAMPA, GO SOUTH ON
 OH1345'STATE HIGHWAY 45 FOR 5.5 MILES TO A CROSSROAD.  TURN LEFT AND
 OH1345'GO EAST ON DEER FLAT ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN
 OH1345'RIGHT AND GO SOUTH ON POWERLINE ROAD FOR 1.15 MILES TO A GATE.
 OH1345'PASS THROUGH THE GATE AND CONTINUE SOUTH FOR 0.15 MILE TO A
 OH1345'GATE ON THE LEFT.  TURN LEFT AND PASS THROUGH THE GATE AND GO
 OH1345'EAST TO THE TOP OF THE RISE AND THE STATION.
 OH1345'
 OH1345'THE STATION IS A U. S. GEOLOGICAL SURVEY BENCH MARK DISK
 OH1345'STAMPED---GRAVEL 1947---,
 OH1345'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OH1345'9.1 METERS EAST FROM A WOOD POST WITH A CABLE ATTACHED.
 OH1345'16.1  METERS SOUTH FROM A TALL WOOD POST.
 OH1345'19.5 METERS SOUTH-SOUTHWEST FROM A SHORT WOOD POST.
 OH1345'
 OH1345'REFERENCE MARK NUMBER 01 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 OH1345'MARK DISK STAMPED---NO 2---,
 OH1345'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OH1345'10.1 METERS SOUTH-SOUTHWEST FROM THE SHORT WOOD POST.
 OH1345'10.9 METERS SOUTH-SOUTHEAST FROM THE TALL WOOD POST.
 OH1345'13.1 METERS EAST-NORTHEAST FROM THE WOOD POST WITH CABLE.
 OH1345'MARK IS LEVEL WITH STATION.
 OH1345'
 OH1345'REFERENCE MARK NUMBER 02 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 OH1345'MARK DISK STAMPED---NO 1---,
 OH1345'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OH1345'1.0 METERS EAST FROM THE WOOD POST WITH CABLE.
 OH1345'16.7 METERS NORTH-NORTHEAST FROM THE TALL WOOD POST.
 OH1345'22.4 METERS NORTHEAST FROM THE SHORT WOOD POST.
 OH1345'MARK IS LEVEL WITH STATION.
 OH1345'
 OH1345'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OH1345'
 OH1345'NO AZIMUTH MARK WAS ESTABLISHED.
 OH1345
 OH1345                          STATION RECOVERY (1997)
 OH1345
 OH1345'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (OCP)
 OH1345'THIS MARK WAS SEARCHED FOR AND NOT FOUND.  DUE TO DIGGING IN THIS AREA
 OH1345'THE MARK IS PRESUMED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0963 ***********************************************************************
 NV0963  DESIGNATION -  GRAVEL
 NV0963  PID         -  NV0963
 NV0963  STATE/COUNTY-  ID/OWYHEE
 NV0963  USGS QUAD   -  LITTLE VALLEY (1992)
 NV0963
 NV0963                         *CURRENT SURVEY CONTROL
 NV0963  ___________________________________________________________________
 NV0963* NAD 83(1992)-  42 45 07.12535(N)    115 53 28.00624(W)     ADJUSTED  
 NV0963* NAVD 88     -       992.9    (meters)    3258.     (feet)  VERTCON   
 NV0963  ___________________________________________________________________
 NV0963  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 NV0963  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 NV0963
 NV0963  HORZ ORDER  -  THIRD
 NV0963
 NV0963.The horizontal coordinates were established by classical geodetic methods
 NV0963.and adjusted by the National Geodetic Survey in July 1992..
 NV0963
 NV0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0963
 NV0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0963
 NV0963.The geoid height was determined by GEOID03.
 NV0963
 NV0963;                    North         East     Units Scale Factor Converg.
 NV0963;SPC ID W     -   120,555.271   788,448.119   MT  0.99993497   -0 05 44.8
 NV0963;UTM  11      - 4,733,869.260   590,746.702   MT  0.99970131   +0 45 10.1
 NV0963
 NV0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0963!SPC ID W     -   0.99984696  x   0.99993497  =   0.99978194
 NV0963!UTM  11      -   0.99984696  x   0.99970131  =   0.99954831
 NV0963
 NV0963:                Primary Azimuth Mark                     Grid Az
 NV0963:SPC ID W     -  WICKAHONEY                               000 41 33.1
 NV0963:UTM  11      -  WICKAHONEY                               359 50 38.2
 NV0963
 NV0963|---------------------------------------------------------------------|
 NV0963| PID    Reference Object                     Distance      Geod. Az  |
 NV0963|                                                           dddmmss.s |
 NV0963| NV1209 WICKAHONEY                          APPROX. 6.1 KM 0003548.3 |
 NV0963|---------------------------------------------------------------------|
 NV0963
 NV0963                          SUPERSEDED SURVEY CONTROL
 NV0963
 NV0963  NAD 83(1986)-  42 45 07.12481(N)    115 53 28.00293(W) AD(       ) 3
 NV0963  NGVD 29 (01/23/89)  992.0    (m)         3255.     (f) VERT ANG       
 NV0963
 NV0963.Superseded values are not recommended for survey control.
 NV0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0963.See file dsdata.txt to determine how the superseded data were derived.
 NV0963
 NV0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9074733869(NAD 83)
 NV0963_MARKER: DS = TRIANGULATION STATION DISK
 NV0963_SETTING: 0 = UNSPECIFIED SETTING
 NV0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0963
 NV0963  HISTORY     - Date     Condition        Report By
 NV0963  HISTORY     - 1946     MONUMENTED       USGS
 NV0963
 NV0963                          STATION DESCRIPTION
 NV0963
 NV0963'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV0963'LOCATED ABOUT 10 MI. (AIRLINE) SSW. OF BRUNEAU, 9.5 MI. WSW. OF HOT
 NV0963'SPRINGS, AND ABOUT 0.5 MI. E. OF STATE HIGHWAY 51, ON THE N. END OF
 NV0963'A GRAVELED TOP ABOUT 700 FT. LONG.  THE S. END OF THIS TOP IS HIGHER
 NV0963'AND WIDER.
 NV0963'
 NV0963'TO REACH FROM BRUNEAU RURAL HIGH SCHOOL, DRIVE S. ON STATE HIGHWAY 51
 NV0963'FOR 11.8 MI., TURN LEFT (E.) OFF OF OILED RD. ABOUT 0.25 MI. N. OF A
 NV0963'CURVE TO THE RIGHT AFTER A LONG TANGENT, DRIVE ACROSS COUNTRY UP RISE
 NV0963'TO THE BASE OF RIDGE AND END OF TRUCK TRAVEL.  WALK E. UP SIDEHILL TO
 NV0963'TOP OF RIDGE AND STATION.  ABOUT A 10 MINUTE PACK.
 NV0963'
 NV0963'STATION MARK--STANDARD TABLET STAMPED---GRAVEL 1946---, CEMENTED IN
 NV0963'ROCK BURIED IN GROUND.
 NV0963'
 NV0963'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 NV0963'GRAVEL 1946---, CEMENTED IN ROCK BURIED IN GROUND, DISTANCE OF 17.77
 NV0963'FT. AND IN BEARING OF N 8 DEG. 7 MIN. E FROM STATION.
 NV0963'
 NV0963'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 NV0963'GRAVEL 1946---, CEMENTED IN ROCK BURIED IN GROUND, DISTANCE OF 18.28
 NV0963'FT. AND IN BEARING OF 68 DEG. 5 MIN. E FROM STATION.
 NV0963'
 NV0963'RECOVERY NOTE BY USGS, 1975--OCCUPIED ONLY TO ESTABLISH ETVA
 NV0963'ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1405 ***********************************************************************
 OH1405  DESIGNATION -  GRAVELLY
 OH1405  PID         -  OH1405
 OH1405  STATE/COUNTY-  ID/CANYON
 OH1405  USGS QUAD   -  WILDER (1971)
 OH1405
 OH1405                         *CURRENT SURVEY CONTROL
 OH1405  ___________________________________________________________________
 OH1405* NAD 83(1992)-  43 40 14.38012(N)    116 58 01.42760(W)     ADJUSTED  
 OH1405* NAVD 88     -       743.2    (meters)    2438.     (feet)  VERTCON   
 OH1405  ___________________________________________________________________
 OH1405  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 OH1405  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 OH1405
 OH1405  HORZ ORDER  -  SECOND
 OH1405
 OH1405.The horizontal coordinates were established by classical geodetic methods
 OH1405.and adjusted by the National Geodetic Survey in July 1992..
 OH1405
 OH1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1405
 OH1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1405
 OH1405.The geoid height was determined by GEOID03.
 OH1405
 OH1405;                    North         East     Units Scale Factor Converg.
 OH1405;SPC ID W     -   223,321.338   701,851.840   MT  1.00005178   -0 50 25.7
 OH1405;SPC OR S     -   228,621.069 1,784,822.529   MT  0.99993297   +2 25 01.4
 OH1405;SPC OR S     -   750,069.12  5,855,716.96   iFT  0.99993297   +2 25 01.4
 OH1405;UTM  11      - 4,835,295.485   502,655.240   MT  0.99960009   +0 01 21.9
 OH1405
 OH1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1405!SPC ID W     -   0.99988627  x   1.00005178  =   0.99993805
 OH1405!SPC OR S     -   0.99988627  x   0.99993297  =   0.99981925
 OH1405!UTM  11      -   0.99988627  x   0.99960009  =   0.99948641
 OH1405
 OH1405|---------------------------------------------------------------------|
 OH1405| PID    Reference Object                     Distance      Geod. Az  |
 OH1405|                                                           dddmmss.s |
 OH1405| CD5177 GRAVELLY RM 1                        25.745 METERS 03954     |
 OH1405| OH1404 WILDER MUNICIPAL TANK               APPROX. 4.6 KM 0800841.7 |
 OH1405| CD5178 GRAVELLY RM 2                        16.968 METERS 09814     |
 OH1405| OH1400 HOMEDALE MUNICIPAL TANK             APPROX. 6.6 KM 1572657.7 |
 OH1405| CD5176 GRAVELLY AZ MK                                     3580834.6 |
 OH1405|---------------------------------------------------------------------|
 OH1405
 OH1405                          SUPERSEDED SURVEY CONTROL
 OH1405
 OH1405  NAD 83(1991)-  43 40 14.37996(N)    116 58 01.42727(W) AD(       ) 2
 OH1405  NAD 83(1986)-  43 40 14.38019(N)    116 58 01.42696(W) AD(       ) 2
 OH1405  NAD 27      -  43 40 14.81800(N)    116 57 57.87400(W) AD(       ) 2
 OH1405  NGVD 29 (07/19/86)  742.3    (m)         2435.     (f) VERT ANG       
 OH1405
 OH1405.Superseded values are not recommended for survey control.
 OH1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1405.See file dsdata.txt to determine how the superseded data were derived.
 OH1405
 OH1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0265535295(NAD 83)
 OH1405_MARKER: DS = TRIANGULATION STATION DISK
 OH1405_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OH1405_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 OH1405
 OH1405  HISTORY     - Date     Condition        Report By
 OH1405  HISTORY     - 1944     MONUMENTED       CGS
 OH1405  HISTORY     - 1963     GOOD             USAF
 OH1405  HISTORY     - 1970     GOOD             NGS
 OH1405  HISTORY     - 1977     GOOD             LOCENG
 OH1405  HISTORY     - 1989     GOOD             DMA
 OH1405
 OH1405                          STATION DESCRIPTION
 OH1405
 OH1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1405'STATION IS LOCATED ON THE TOP OF A BLUFF OVERLOOKING THE SNAKE
 OH1405'RIVER, AT WHAT IS KNOWN AS GRAVELLY POINT.  IT IS ABOUT 5.0
 OH1405'MILES N OF HOMEDALE, 2.5 MILES W OF WILDER, 56 FEET W OF A N-S
 OH1405'FENCE, AND 40 FEET N OF WHERE THE BLUFF BREAKS OFF TO THE S.
 OH1405'
 OH1405'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 OH1405'3-INCH SOIL PIPE.  IT IS STAMPED GRAVELLY 1944 AND PROJECTS
 OH1405'4 INCHES.
 OH1405'
 OH1405'REFERENCE MARK 1 IS A BRONZE REF. DISK SET IN THE TOP OF A
 OH1405'SOIL PIPE.  IT IS STAMPED GRAVELLY NO 1 1944 AND PROJECTS 4
 OH1405'INCHES.
 OH1405'
 OH1405'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 OH1405'SOIL PIPE.  IT IS STAMPED GRAVELLY NO 2 1944 AND PROJECTS
 OH1405'4 INCHES.
 OH1405'
 OH1405'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 OH1405'3-INCH SOIL PIPE WHICH PROJECTS 4 INCHES AND IS STAMPED GRAVELLY
 OH1405'1944.  IT IS 2 FEET W OF A N-S FENCE LINE.
 OH1405'
 OH1405'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 95 AND
 OH1405'STATE HIGHWAY 19 IN WILDER, GO N ON U.S. HIGHWAY 95 FOR 0.4
 OH1405'MILE.  TURN LEFT (W) AND GO 2.6 MILES TO A POINT WHERE THE ROAD
 OH1405'BEGINS A DOWNGRADE.  TURN LEFT (S), PASS THROUGH A WIRE GATE,
 OH1405'AND CONTINUE CROSS COUNTRY TO THE TOP OF THE RIDGE AND THE
 OH1405'STATION.
 OH1405
 OH1405                          STATION RECOVERY (1963)
 OH1405
 OH1405'RECOVERY NOTE BY US AIR FORCE 1963
 OH1405'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 OH1405'ADEQUATE.
 OH1405
 OH1405                          STATION RECOVERY (1970)
 OH1405
 OH1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OH1405'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 OH1405'RECOVERED IN GOOD CONDITION.  ROADS AND LANDMARKS HAVE CHANGED.
 OH1405'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH1405'
 OH1405'THE STATION IS 3 MILES WEST OF WILDER, AND 0.15 MILE SOUTHEAST
 OH1405'OF THE AIRFORCE BASE ON A BLUFF OVERLOOKING THE SNAKE RIVER.
 OH1405'
 OH1405'TO REACH THE STATION FROM THE WILDER POST OFFICE GO SOUTH ON
 OH1405'THIRD STREET FOR 0.1 MILE TO GOLDEN GATE AVENUE, AT A T
 OH1405'INTERSECTION, TURN RIGHT, AND GO WEST ON GOLDEN GATE AVENUE FOR 0.1
 OH1405'MILE TO U.S. HIGHWAY 95, CROSS THE HIGHWAY, AND CONTINUE
 OH1405'WEST ON GOLDEN GATE AVENUE, AND THE MACADAM ROAD FOR
 OH1405'2.9 MILES TO A FORK, TAKE LEFT FORK, AND GO SOUTH ON THE
 OH1405'MACADAM ROAD FOR 0.3 MILE TO THE PARKING LOT FOR THE MILITARY
 OH1405'BASE.  FROM HERE HIKE SOUTH ACROSS THE PASTURE LAND FOR 0.15
 OH1405'MILE TO THE STATION.
 OH1405'
 OH1405'TO REACH THE AZIMUTH MARK FROM THE PARKING LOT GO NORTH ON
 OH1405'THE SAND TRACK ROAD FOR 0.1 MILE TO THE AZIMUTH MARK.
 OH1405'
 OH1405'THE STATION MARK, STAMPED GRAVELLY 1944, IS A STANDARD DISK
 OH1405'BRAZED TO A 2 1/2-INCH PIPE THAT PROJECTS 6 INCHES.  IT IS 300
 OH1405'FEET SOUTH-SOUTHWEST OF A T FENCE CORNER, 55 FEET WEST OF A
 OH1405'NORTH-SOUTH FENCE LINE, 40 FEET NORTH OF THE EDGE OF THE BLUFF,
 OH1405'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 OH1405'
 OH1405'REFERENCE MARK NO. 1, STAMPED GRAVELLY NO 1 1944, IS A STANDARD
 OH1405'DISK BRAZED TO A 2 1/2-INCH PIPE THAT PROJECTS 6 INCHES, 92
 OH1405'FEET NORTH OF A T FENCE CORNER, AND 85 FEET NORTHEAST OF THE
 OH1405'WITNESS POST IN THE NORTH-SOUTH FENCE LINE.
 OH1405'
 OH1405'REFERENCE MARK NO. 2, STAMPED GRAVELLY NO 2 1944, IS A STANDARD
 OH1405'DISK BRAZED TO A 2 1/2-INCH PIPE THAT PROJECTS 6 INCHES, 56
 OH1405'FEET SOUTHEAST OF THE WITNESS POST, AND 19 FEET NORTH OF A T
 OH1405'FENCE CORNER IN THE NORTH-SOUTH FENCE LINE.
 OH1405'
 OH1405'THE AZIMUTH MARK, STAMPED GRAVELLY 1944, IS A STANDARD DISK
 OH1405'BRAZED TO A 2 1/2-INCH PIPE THAT PROJECTS 4 INCHES, 26 FEET
 OH1405'WEST OF THE NORTH-SOUTH FENCE LINE, 17 FEET EAST OF THE SAND
 OH1405'TRACK ROAD, AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.
 OH1405
 OH1405                          STATION RECOVERY (1977)
 OH1405
 OH1405'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JJP)
 OH1405'GRAVELLY 1944 RECOVERED EXCELLENT.  10 FEET WEST OF FENCE.
 OH1405'
 OH1405'GRAVELLY NO 1 1944 RECOVERED EXCELLENT.  13 FT. SOUTH AND 45 FT. EAST
 OH1405'OF FENCE CORNER.
 OH1405'
 OH1405'GRAVELLY NO 2 1944 RECOVERED EXCELLENT.  45 FEET EAST OF FENCE.
 OH1405'
 OH1405'GRAVELLY 1944 (AZI. MARK) RECOVERED FAIR.
 OH1405'
 OH1405'EXCAVATION FOR A GRAVEL PIT WEST OF THE AZIMUTH MARK HAS EXPOSED
 OH1405'1-1/2 FEET OF THE PIPE SUPPORTING THE MARK.  HOWEVER, THE MARK IS
 OH1405'STILL FIRM.
 OH1405'
 OH1405'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES WEST OF
 OH1405'WILDER.
 OH1405
 OH1405                          STATION RECOVERY (1989)
 OH1405
 OH1405'RECOVERY NOTE BY DEFENSE MAP AGENCY 1989 (GBH)
 OH1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0609 ***********************************************************************
 NT0609  DESIGNATION -  GRAVES
 NT0609  PID         -  NT0609
 NT0609  STATE/COUNTY-  ID/CARIBOU
 NT0609  USGS QUAD   -  GRIZZLY CREEK (1981)
 NT0609
 NT0609                         *CURRENT SURVEY CONTROL
 NT0609  ___________________________________________________________________
 NT0609* NAD 83(1992)-  42 55 44.44781(N)    111 51 59.82617(W)     ADJUSTED  
 NT0609* NAVD 88     -      2219.     (meters)    7280.     (feet)  SCALED    
 NT0609  ___________________________________________________________________
 NT0609  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 NT0609  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 NT0609
 NT0609  HORZ ORDER  -  FIRST
 NT0609
 NT0609.The horizontal coordinates were established by classical geodetic methods
 NT0609.and adjusted by the National Geodetic Survey in July 1992..
 NT0609
 NT0609.The orthometric height was scaled from a topographic map.
 NT0609
 NT0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0609
 NT0609.The geoid height was determined by GEOID03.
 NT0609
 NT0609;                    North         East     Units Scale Factor Converg.
 NT0609;SPC ID E     -   140,256.595   224,493.093   MT  0.99995475   +0 12 15.7
 NT0609;UTM  12      - 4,753,296.165   429,281.903   MT  0.99966152   -0 35 25.0
 NT0609
 NT0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0609!SPC ID E     -   0.99965394  x   0.99995475  =   0.99960871
 NT0609!UTM  12      -   0.99965394  x   0.99966152  =   0.99931558
 NT0609
 NT0609|---------------------------------------------------------------------|
 NT0609| PID    Reference Object                     Distance      Geod. Az  |
 NT0609|                                                           dddmmss.s |
 NT0609| CM4790 GRAVES RM 1                           4.735 METERS 10403     |
 NT0609| CM4789 GRAVES AZ MK                                       2242622.0 |
 NT0609| CM4791 GRAVES RM 2                           8.047 METERS 31852     |
 NT0609|---------------------------------------------------------------------|
 NT0609
 NT0609                          SUPERSEDED SURVEY CONTROL
 NT0609
 NT0609  NAD 83(1986)-  42 55 44.43969(N)    111 51 59.81375(W) AD(       ) 1
 NT0609  NAD 27      -  42 55 44.73600(N)    111 51 56.97600(W) AD(       ) 1
 NT0609
 NT0609.Superseded values are not recommended for survey control.
 NT0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0609.See file dsdata.txt to determine how the superseded data were derived.
 NT0609
 NT0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN2928253296(NAD 83)
 NT0609_MARKER: DS = TRIANGULATION STATION DISK
 NT0609_SETTING: 66 = SET IN ROCK OUTCROP
 NT0609
 NT0609  HISTORY     - Date     Condition        Report By
 NT0609  HISTORY     - 1936     MONUMENTED       CGS
 NT0609
 NT0609                          STATION DESCRIPTION
 NT0609
 NT0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 NT0609'STATION IS LOCATED ON THE HIGHEST POINT OF A LONG BARREN
 NT0609'RIDGE EXTENDING NW AND SE, 14 MILES NNE OF BANCROFT, 5 MILES
 NT0609'NE OF CHESTERFIELD, AND 1 MILE SW OF THE HEAD OF GRAVES
 NT0609'CREEK, AIR LINE DISTANCES.  IT IS 0.3 MILE S AND 0.1 MILE W
 NT0609'OF THE NE CORNER SECTION 3, T 6 S, R 39 E.
 NT0609'
 NT0609'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 NT0609'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 NT0609'
 NT0609'AZIMUTH MARK IS 3/8 MILE SW IN ROCK OUTCROP 200 YARDS E
 NT0609'OF DIRT ROAD, 1/4 MILE BEFORE END OF TRUCK TRAVEL, AND ON
 NT0609'SECOND SMALL RIDGE E OF ROAD.
 NT0609'
 NT0609'TO REACH FROM RAILROAD STATION IN BANCROFT, GO N ON GRAVEL ROAD
 NT0609'FOR 0.1 MILE AND KEEP LEFT (W).  GO 0.15 MILE AND TURN RIGHT
 NT0609'(N) AT GRAIN ELEVATOR.  GO 9.55 MILES TO A T-JUNCTION IN
 NT0609'THE SETTLEMENT OF CHESTERFIELD, TURN LEFT (W) ON MAIN-GRAVELED
 NT0609'ROAD AND GO 0.55 MILE, TURN RIGHT (N) ON A DIRT T-ROAD AT
 NT0609'LARGE RED-BRICK HOUSE AND GO 0.1 MILE KEEPING STRAIGHT AHEAD AT
 NT0609'TWO T-ROADS ON THE LEFT, AND TURN RIGHT AT T-JUNCTION AND FARM
 NT0609'BUILDINGS, GO 0.2 MILE AND TURN LEFT AROUND FENCE CORNER,
 NT0609'FOLLOW MAIN DIRT ROAD UP CREEK VALLEY 2.5 MILES AND TAKE
 NT0609'RIGHT FORK (E) AT SPILLWAY OFF TO LEFT, GO 0.25 MILE AND
 NT0609'TAKE RIGHT FORK UP HILL, GO 0.65 MILE AND TAKE LEFT FORK
 NT0609'DOWN HILL, CONTINUE UP DRAW 0.35 MILE TO END OF TRUCK
 NT0609'TRAVEL ONE MILE SW OF STATION.  WALK UP SPUR RIDGE NE ABOUT
 NT0609'1 MILE TO SUMMIT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1181 ***********************************************************************
 OH1181  DESIGNATION -  GRAVEYARD
 OH1181  PID         -  OH1181
 OH1181  STATE/COUNTY-  ID/OWYHEE
 OH1181  USGS QUAD   -  GRAVEYARD POINT (1967)
 OH1181
 OH1181                         *CURRENT SURVEY CONTROL
 OH1181  ___________________________________________________________________
 OH1181* NAD 83(1992)-  43 34 16.50660(N)    117 01 21.94163(W)     ADJUSTED  
 OH1181* NAVD 88     -       848.8    (meters)    2785.     (feet)  VERTCON   
 OH1181  ___________________________________________________________________
 OH1181  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 OH1181  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 OH1181
 OH1181  HORZ ORDER  -  SECOND
 OH1181
 OH1181.The horizontal coordinates were established by classical geodetic methods
 OH1181.and adjusted by the National Geodetic Survey in July 1992..
 OH1181
 OH1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1181
 OH1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1181
 OH1181.The geoid height was determined by GEOID03.
 OH1181
 OH1181;                    North         East     Units Scale Factor Converg.
 OH1181;SPC ID W     -   212,344.484   697,190.818   MT  1.00006330   -0 52 38.4
 OH1181;SPC OR S     -   217,398.615 1,780,793.196   MT  0.99991927   +2 22 44.2
 OH1181;SPC OR S     -   713,250.05  5,842,497.36   iFT  0.99991927   +2 22 44.2
 OH1181;UTM  11      - 4,824,254.771   498,162.022   MT  0.99960004   -0 00 56.5
 OH1181
 OH1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1181!SPC ID W     -   0.99986970  x   1.00006330  =   0.99993300
 OH1181!SPC OR S     -   0.99986970  x   0.99991927  =   0.99978898
 OH1181!UTM  11      -   0.99986970  x   0.99960004  =   0.99946980
 OH1181
 OH1181:                Primary Azimuth Mark                     Grid Az
 OH1181:SPC ID W     -  WILDER MUNICIPAL TANK                    038 06 25.6
 OH1181:SPC OR S     -  WILDER MUNICIPAL TANK                    034 51 03.0
 OH1181:UTM  11      -  WILDER MUNICIPAL TANK                    037 14 43.7
 OH1181
 OH1181|---------------------------------------------------------------------|
 OH1181| PID    Reference Object                     Distance      Geod. Az  |
 OH1181|                                                           dddmmss.s |
 OH1181| OH1404 WILDER MUNICIPAL TANK               APPROX.14.9 KM 0371347.2 |
 OH1181| OH1400 HOMEDALE MUNICIPAL TANK             APPROX. 8.6 KM 0543547.4 |
 OH1181| CD6656 GRAVEYARD RM 2                        7.862 METERS 08121     |
 OH1181| CD6655 GRAVEYARD RM 1                        7.313 METERS 15751     |
 OH1181| OH1180 GRAVEYARD CAIRN                      15.360 METERS 18522     |
 OH1181| CD6654 2503.39                                            3134319.5 |
 OH1181|---------------------------------------------------------------------|
 OH1181
 OH1181                          SUPERSEDED SURVEY CONTROL
 OH1181
 OH1181  NAD 83(1991)-  43 34 16.50582(N)    117 01 21.94138(W) AD(       ) 2
 OH1181  NAD 83(1986)-  43 34 16.50623(N)    117 01 21.94114(W) AD(       ) 2
 OH1181  NAD 27      -  43 34 16.95000(N)    117 01 18.38700(W) AD(       ) 2
 OH1181  NGVD 29 (07/19/86)  847.8    (m)         2781.     (f) VERT ANG       
 OH1181
 OH1181.Superseded values are not recommended for survey control.
 OH1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1181.See file dsdata.txt to determine how the superseded data were derived.
 OH1181
 OH1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9816224255(NAD 83)
 OH1181_MARKER: Z = SEE DESCRIPTION
 OH1181_SETTING: 0 = UNSPECIFIED SETTING
 OH1181
 OH1181  HISTORY     - Date     Condition        Report By
 OH1181  HISTORY     - 1944     MONUMENTED       CGS
 OH1181  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OH1181  HISTORY     - 1989     GOOD             DMA
 OH1181
 OH1181                          STATION DESCRIPTION
 OH1181
 OH1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1181'STATION IS LOCATED ABOUT 5 MILES SW OF HOMEDALE, ON A RIDGE
 OH1181'KNOWN AS GRAVEYARD POINT.  THE STATION SITE IS ABOUT 1/4 MILE
 OH1181'E OF THE OREGON-IDAHO BOUNDARY LINE AND ABOUT 2 MILES S OF SUCCOR
 OH1181'CREEK.  IT IS ABOUT 100 FEET N OF THE HIGHEST POINT OF THE
 OH1181'RIDGE.
 OH1181'
 OH1181'STATION MARK IS A BRONZE STATION DISK SET IN A 2- BY 3-1/2-FOOT
 OH1181'BOULDER ON THE N SLOPE OF THE RIDGE.  IT IS STAMPED GRAVEYARD
 OH1181'1944 AND PROJECTS ABOUT 1 FOOT.
 OH1181'
 OH1181'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 1-1/2-BY
 OH1181'2-1/2-FOOT BOULDER THAT PROJECTS 1 FOOT.  IT IS STAMPED
 OH1181'GRAVEYARD NO 1 1944 AND IS AT ABOUT THE SAME ELEVATION AS THE
 OH1181'STATION MARK.
 OH1181'
 OH1181'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 1-1/2-BY
 OH1181'2-1/2-FOOT BOULDER THAT PROJECTS 10 INCHES.  IT IS STAMPED
 OH1181'GRAVEYARD NO 2 1944 AND IS ABOUT 2-1/2 FEET LOWER IN ELEVATION
 OH1181'THAN STATION MARK.
 OH1181'
 OH1181'AZIMUTH MARK IS A BUREAU OF RECLAMATION BENCH-MARK DISK SET IN
 OH1181'THE CONCRETE WALK OF AN IRRIGATION-CANAL FLOODGATE AND IS
 OH1181'STAMPED 2503.39.  IT IS 25 FEET E OF A DIRT ROAD AND IN LINE
 OH1181'WITH THE IRON HANDRAIL ON THE NE EDGE OF THE WALK.
 OH1181'
 OH1181'TO REACH STATION FROM HOMEDALE, FROM THE RAILROAD CROSSING ON
 OH1181'THE MAIN HIGHWAY W, CONTINUE W ON PAVED HIGHWAY FOR 0.5 MILE
 OH1181'TO A GRAVEL ROAD LEFT (S).  TURN LEFT AND GO 3.0 MILES TO A
 OH1181'CROSS ROAD, TURN RIGHT AT CROSSROADS AND FOLLOW DIRT ROAD W FOR
 OH1181'3.0 MILES TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD, PASSING
 OH1181'BETWEEN YELLOW HOUSE ON LEFT AND WHITE HOUSE ON RIGHT, FOR
 OH1181'0.5 MILE TO A FORK.  TAKE LEFT FORK FOR 0.1 MILE TO ROADWAY ON
 OH1181'CANAL BANK.  TURN RIGHT ON CANAL BANK AND CONTINUE ON CANAL
 OH1181'ROAD FOR 0.3 MILE TO FLOODGATE ON THE LEFT AND END OF TRUCK
 OH1181'TRAVEL.  PACK SSE UP RIDGE TO STATION ON CREST OF RIDGE.
 OH1181'
 OH1181'AZIMUTH MARK IS IN CONCRETE FLOODGATE ON THE LEFT, AT THE END
 OH1181'OF TRUCK TRAVEL.
 OH1181
 OH1181                          STATION RECOVERY (1970)
 OH1181
 OH1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OH1181'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OH1181'WERE RECOVERED AS DESCRIBED.  THE TO REACH IS ADEQUATE.  THE
 OH1181'FOLLOWING IS ANOTHER BOX SCORE.
 OH1181'
 OH1181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 OH1181'SOUTHWEST OF HOMEDALE
 OH1181
 OH1181                          STATION RECOVERY (1989)
 OH1181
 OH1181'RECOVERY NOTE BY DEFENSE MAP AGENCY 1989 (WJ)
 OH1181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0601 ***********************************************************************
 QY0601  DESIGNATION -  GRAVEYARD
 QY0601  PID         -  QY0601
 QY0601  STATE/COUNTY-  ID/LEMHI
 QY0601  USGS QUAD   -  EAST OF SALMON (1989)
 QY0601
 QY0601                         *CURRENT SURVEY CONTROL
 QY0601  ___________________________________________________________________
 QY0601* NAD 83(1992)-  45 09 25.52788(N)    113 52 17.25131(W)     ADJUSTED  
 QY0601* NAVD 88     -      1353.8    (meters)    4442.     (feet)  VERTCON   
 QY0601  ___________________________________________________________________
 QY0601  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 QY0601  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 QY0601
 QY0601  HORZ ORDER  -  FIRST
 QY0601
 QY0601.The horizontal coordinates were established by classical geodetic methods
 QY0601.and adjusted by the National Geodetic Survey in July 1992..
 QY0601
 QY0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0601
 QY0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0601
 QY0601.The geoid height was determined by GEOID03.
 QY0601
 QY0601;                    North         East     Units Scale Factor Converg.
 QY0601;SPC ID C     -   387,776.528   510,106.810   MT  0.99994862   +0 05 28.1
 QY0601;UTM  12      - 5,004,413.157   274,304.801   MT  1.00022637   -2 02 12.6
 QY0601
 QY0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0601!SPC ID C     -   0.99978986  x   0.99994862  =   0.99973849
 QY0601!UTM  12      -   0.99978986  x   1.00022637  =   1.00001618
 QY0601
 QY0601:                Primary Azimuth Mark                     Grid Az
 QY0601:SPC ID C     -  SALMON NW BASE RESET                     012 30 20.5
 QY0601:UTM  12      -  SALMON NW BASE RESET                     014 38 01.2
 QY0601
 QY0601|---------------------------------------------------------------------|
 QY0601| PID    Reference Object                     Distance      Geod. Az  |
 QY0601|                                                           dddmmss.s |
 QY0601| QY0602 SALMON NW BASE RESET                APPROX. 1.0 KM 0123548.6 |
 QY0601| QY0597 MONUMENT PEAK CAIRN                 APPROX.18.4 KM 0493714.9 |
 QY0601| CN3652 GRAVEYARD RM 1                        8.984 METERS 13229     |
 QY0601| CN3654 GRAVEYARD RM 2                       11.000 METERS 23627     |
 QY0601| CN3653 GRAVEYARD RM CROSS                    5.745 METERS 34101     |
 QY0601|---------------------------------------------------------------------|
 QY0601
 QY0601                          SUPERSEDED SURVEY CONTROL
 QY0601
 QY0601  NAD 83(1986)-  45 09 25.52629(N)    113 52 17.24752(W) AD(       ) 1
 QY0601  NAD 27      -  45 09 25.81200(N)    113 52 14.01300(W) AD(       ) 1
 QY0601  NGVD 29 (07/19/86) 1352.6    (m)         4438.     (f) VERT ANG       
 QY0601
 QY0601.Superseded values are not recommended for survey control.
 QY0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0601.See file dsdata.txt to determine how the superseded data were derived.
 QY0601
 QY0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR7430504413(NAD 83)
 QY0601_MARKER: DD = SURVEY DISK
 QY0601_SETTING: 66 = SET IN ROCK OUTCROP
 QY0601_SP_SET: PARTIALLY EXPOSED BEDROCK
 QY0601
 QY0601  HISTORY     - Date     Condition        Report By
 QY0601  HISTORY     - 1915     MONUMENTED       USGS
 QY0601  HISTORY     - 1945     GOOD             CGS
 QY0601  HISTORY     - 1947     GOOD             USGS
 QY0601  HISTORY     - 1956     GOOD             USGS
 QY0601  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QY0601
 QY0601                          STATION DESCRIPTION
 QY0601
 QY0601'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 QY0601'LOCATED ABOUT 0.5 MI SE. OF SALMON CITY.  ON LOW HILL, THE FIRST
 QY0601'OR NORTH HILL ON DIVIDE BETWEEN FORKS OF LEMHI AND SALMON RIVERS.
 QY0601'CEMETERY IS AT WEST FOOT OF HILL.
 QY0601'
 QY0601'NO TO REACH GIVEN.
 QY0601'
 QY0601'STATION MARK--STANDARD TABLET, UNSTAMPED, IN SOLID ROCK UNDER
 QY0601'ROCK MONUMENT.
 QY0601'
 QY0601'RM 1--CHISELED CROSS ON LARGE FLAT ROCK.
 QY0601
 QY0601                          STATION RECOVERY (1945)
 QY0601
 QY0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QY0601'THE STATION IS LOCATED ABOUT 1-1/2 MILES SE OF THE CENTER OF
 QY0601'SALMON, ON THE SUMMIT OF A HILL KNOWN LOCALLY AS CEMETERY OR
 QY0601'SIGNAL HILL.  IT IS 67-1/2 FEET N OF A FENCE, 31 FEET W OF THE
 QY0601'E EDGE OF THE HILL, AND 21 FEET SSE OF A LARGE ROCK CAIRN.
 QY0601'IT IS A BRONZE U.S. GEOLOGICAL SURVEY BENCH-MARK DISK WEDGED
 QY0601'IN A DRILL HOLE, IN A 2- BY 2-FOOT ROCK OUTCROP THAT PROJECTS
 QY0601'ABOUT 6 INCHES.  DISK IS NOT STAMPED.
 QY0601'
 QY0601'REFERENCE MARK 1 IS SE OF THE STATION AND 49 FEET SE OF A LARGE
 QY0601'ROCK CAIRN.  THE ROCK OUTCROP IN WHICH IT IS SET HAS A 2-BY
 QY0601'3-FOOT EXPOSED SURFACE AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 QY0601'IT IS A BRONZE REFERENCE DISK AND IS STAMPED GRAVEYARD USGS NO 1
 QY0601'1945.
 QY0601'
 QY0601'REFERENCE MARK 2 IS SW OF THE STATION, 47 FEET SSW OF A LARGE
 QY0601'ROCK CAIRN, AND 9 FEET NE OF A LARGE BOULDER THAT SLOPES UP
 QY0601'TOWARD THE STATION.  THE ROCK OUTCROP IN WHICH IT IS SET HAS
 QY0601'A 3- BY 5-FOOT EXPOSED SURFACE AND IS ABOUT 4 FEET LOWER THAN
 QY0601'THE STATION.  IT IS A BRONZE REFERENCE DISK AND IS STAMPED
 QY0601'GRAVEYARD USGS NO 2 1945.
 QY0601'
 QY0601'STATION SALMON NORTHWEST BASE IS THE AZIMUTH MARK.
 QY0601
 QY0601                          STATION RECOVERY (1947)
 QY0601
 QY0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 QY0601'RECOVERED AS DESCRIBED.
 QY0601'
 QY0601'RM 1--NGS BRONZE RM DISK STAMPED---GRAVEYARD USGS NO 1 1945,---IN
 QY0601'ROCK OUTCROP, 2 FT LOWER THAN STATION MARK.
 QY0601'
 QY0601'RM 2--NGS BRONZE RM DISK STAMPED---GRAVEYARD USGS NO 2 1945,---
 QY0601'IN ROCK OUTCROP, 4 FT LOWER THAN STATION MARK.
 QY0601
 QY0601                          STATION RECOVERY (1956)
 QY0601
 QY0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 QY0601'RECOVERED AS DESCRIBED.  RMS NOT OBSERVED.
 QY0601
 QY0601                          STATION RECOVERY (1963)
 QY0601
 QY0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
 QY0601'THE STATION WAS RECOVERED AS DESCRIBED BUT THE TO REACH WAS
 QY0601'INADEQUATE.  A NEW TO REACH FOLLOWS.
 QY0601'
 QY0601'TO REACH THE STATION FROM THE POST OFFICE IN SALMON GO SOUTHEAST
 QY0601'ON MAIN STREET AND U.S. HIGHWAY 93 FOR 0.4 MILE TO THE JUNCTION
 QY0601'WITH STATE HIGHWAY 28 AND WHERE U.S. HIGHWAY 93 TURNS TO THE
 QY0601'RIGHT, TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 93 FOR 0.7
 QY0601'MILE TO A SIDE ROAD LEFT AND GO SOUTHEAST FOR 0.45 MILE TO A
 QY0601'FORK, TAKE LEFT FORK AND GO EAST ALONG THE NORTH SIDE OF THE
 QY0601'CEMETERY FOR 0.4 MILE TO A FORK NEAR THE NORTHEAST CORNER
 QY0601'OF THE CEMETERY, TAKE LEFT FORK AND FOLLOW THE TRACK ROAD
 QY0601'UPHILL FOR 0.4 MILE TO THE FIRST SUMMIT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1180 ***********************************************************************
 OH1180  DESIGNATION -  GRAVEYARD CAIRN
 OH1180  PID         -  OH1180
 OH1180  STATE/COUNTY-  ID/OWYHEE
 OH1180  USGS QUAD   -  GRAVEYARD POINT (1967)
 OH1180
 OH1180                         *CURRENT SURVEY CONTROL
 OH1180  ___________________________________________________________________
 OH1180* NAD 83(1992)-  43 34 16.01109(N)    117 01 22.00573(W)     ADJUSTED  
 OH1180* NAVD 88     -       849.     (meters)    2785.     (feet)  SCALED    
 OH1180  ___________________________________________________________________
 OH1180  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 OH1180  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 OH1180
 OH1180  HORZ ORDER  -  SECOND
 OH1180
 OH1180.The horizontal coordinates were established by classical geodetic methods
 OH1180.and adjusted by the National Geodetic Survey in July 1992..
 OH1180
 OH1180.The orthometric height was scaled from a topographic map.
 OH1180
 OH1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1180
 OH1180.The geoid height was determined by GEOID03.
 OH1180
 OH1180;                    North         East     Units Scale Factor Converg.
 OH1180;SPC ID W     -   212,329.214   697,189.145   MT  1.00006330   -0 52 38.4
 OH1180;UTM  11      - 4,824,239.485   498,160.580   MT  0.99960004   -0 00 56.5
 OH1180
 OH1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1180!SPC ID W     -   0.99986967  x   1.00006330  =   0.99993296
 OH1180!UTM  11      -   0.99986967  x   0.99960004  =   0.99946976
 OH1180
 OH1180                          SUPERSEDED SURVEY CONTROL
 OH1180
 OH1180  NAD 83(1991)-  43 34 16.01031(N)    117 01 22.00547(W) AD(       ) 2
 OH1180  NAD 83(1986)-  43 34 16.01072(N)    117 01 22.00524(W) AD(       ) 2
 OH1180  NAD 27      -  43 34 16.45500(N)    117 01 18.45100(W) AD(       ) 2
 OH1180
 OH1180.Superseded values are not recommended for survey control.
 OH1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1180.See file dsdata.txt to determine how the superseded data were derived.
 OH1180
 OH1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMJ9816124239(NAD 83)
 OH1180
 OH1180  HISTORY     - Date     Condition        Report By
 OH1180  HISTORY     - 1944     MONUMENTED       CGS
 OH1180
 OH1180                          STATION DESCRIPTION
 OH1180
 OH1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH1180'SEE STATION GRAVEYARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5207 ***********************************************************************
 AC5207  CBN         -  This is a Cooperative Base Network Control Station.
 AC5207  DESIGNATION -  GRAY GPS
 AC5207  PID         -  AC5207
 AC5207  STATE/COUNTY-  ID/CARIBOU
 AC5207  USGS QUAD   -  WAYAN WEST (1980)
 AC5207
 AC5207                         *CURRENT SURVEY CONTROL
 AC5207  ___________________________________________________________________
 AC5207* NAD 83(1999)-  42 55 07.15106(N)    111 26 38.36652(W)     ADJUSTED  
 AC5207* NAVD 88     -      1991.0    (meters)    6532.     (feet)  GPS OBS   
 AC5207  ___________________________________________________________________
 AC5207  X           -  -1,710,808.029 (meters)                     COMP
 AC5207  Y           -  -4,355,620.714 (meters)                     COMP
 AC5207  Z           -   4,322,236.158 (meters)                     COMP
 AC5207  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 AC5207  ELLIP HEIGHT-        1979.57  (meters)          (04/16/01) GPS OBS
 AC5207  GEOID HEIGHT-         -11.31  (meters)                     GEOID03
 AC5207
 AC5207  HORZ ORDER  -  B
 AC5207  ELLP ORDER  -  FOURTH    CLASS II
 AC5207
 AC5207.The horizontal coordinates were established by GPS observations
 AC5207.and adjusted by the National Geodetic Survey in April 2001..
 AC5207.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5207.DATUM ITEM on the data sheet items page.
 AC5207
 AC5207.The orthometric height was determined by GPS observations and a
 AC5207.high-resolution geoid model.
 AC5207
 AC5207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5207
 AC5207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5207
 AC5207.The ellipsoidal height was determined by GPS observations
 AC5207.and is referenced to NAD 83.
 AC5207
 AC5207.The geoid height was determined by GEOID03.
 AC5207
 AC5207;                    North         East     Units Scale Factor Converg.
 AC5207;SPC ID E     -   139,315.439   259,002.387   MT  0.99999018   +0 29 31.7
 AC5207;UTM  12      - 4,751,877.031   463,763.319   MT  0.99961615   -0 18 08.4
 AC5207
 AC5207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5207!SPC ID E     -   0.99968965  x   0.99999018  =   0.99967983
 AC5207!UTM  12      -   0.99968965  x   0.99961615  =   0.99930592
 AC5207
 AC5207                          SUPERSEDED SURVEY CONTROL
 AC5207
 AC5207  NAD 83(1992)-  42 55 07.15024(N)    111 26 38.36504(W) AD(       ) B
 AC5207  ELLIP H (01/22/97) 1979.68   (m)                       GP(       ) 4 1
 AC5207
 AC5207.Superseded values are not recommended for survey control.
 AC5207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5207.See file dsdata.txt to determine how the superseded data were derived.
 AC5207
 AC5207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN6376351877(NAD 83)
 AC5207_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5207_SETTING: 66 = SET IN ROCK OUTCROP
 AC5207_STAMPING: GRAY GPS 1995
 AC5207_MARK LOGO: NGS   
 AC5207_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5207+STABILITY: POSITION/ELEVATION WELL
 AC5207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5207+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2004
 AC5207
 AC5207  HISTORY     - Date     Condition        Report By
 AC5207  HISTORY     - 1995     MONUMENTED       NGS
 AC5207  HISTORY     - 19990217 GOOD             IDTD
 AC5207  HISTORY     - 20040529 GOOD             DJC
 AC5207
 AC5207                          STATION DESCRIPTION
 AC5207
 AC5207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AC5207'STATION IS LOCATED ABOUT 32.0 KM (19.90 MI) NORTH-NORTHEAST OF SODA
 AC5207'SPRINGS, 10.0 KM (6.20 MI) SOUTHWEST OF WAYAN AND ON THE WEST SIDE OF
 AC5207'A GRAVEL ROAD (HENRY CUTTOFF) .  OWNERSHIP--CARIBOU COUNTY.  REACHED
 AC5207'FROM THE OLD STORE AND POST OFFICE IN HENERY.  GO NORTH ON STATE
 AC5207'HIGHWAY 34 CROSSING THE LITTLE BLACKFOOT RIVER TO A GRAVEL SIDE ROAD
 AC5207'RIGHT (HENRY CUTTOFF) .  TURN RIGHT AND GO NORTHEAST AND EAST ON HENRY
 AC5207'CUTTOFF FOR 4.99 KM (3.10 MI) TO A SIDE ROAD RIGHT.  CONTINUE AHEAD
 AC5207'EAST ON HENRY CUTTOFF FOR 0.608 KM (0.35 MI) TO A SLIGHT CURVE AND
 AC5207'MARK ON THE LEFT ON TOP OF A CUT ABOUT 10.0 M (32.8 FT) ABOVE THE
 AC5207'ROAD.  LOCATED 23.0 M (75.5 FT) (SLOPE) WEST FROM THE APPROXIMATE
 AC5207'CENTER OF THE ROAD, 21.1 M (69.2 FT) NORTHEAST OF A FENCE CORNER, 10.5
 AC5207'M (34.4 FT) EAST OF A WIRE FENCE AND 0.7 M (2.3 FT) WEST OF A
 AC5207'FIBERGLASS WITNESS POST.  MARK IS CEMENTED INTO A DRILL HOLE IN TOP OF
 AC5207'A 2.2 M (7.2 FT) BY 1.3 M (4.3 FT) FLAT PORTION OF OUTCROP FLUSH WITH
 AC5207'THE GROUND.  DESCRIBED BY B.E.  KELLY.
 AC5207
 AC5207                          STATION RECOVERY (1999)
 AC5207
 AC5207'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (RE)
 AC5207'RECOVERED AS DESCRIBED.
 AC5207
 AC5207                          STATION RECOVERY (2004)
 AC5207
 AC5207'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 AC5207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1142 ***********************************************************************
 NV1142  DESIGNATION -  GRAZING
 NV1142  PID         -  NV1142
 NV1142  STATE/COUNTY-  ID/OWYHEE
 NV1142  USGS QUAD   -  CROWS NEST BUTTE (1980)
 NV1142
 NV1142                         *CURRENT SURVEY CONTROL
 NV1142  ___________________________________________________________________
 NV1142* NAD 83(1992)-  42 33 02.29019(N)    115 16 59.45849(W)     ADJUSTED  
 NV1142* NAVD 88     -      1334.8    (meters)    4379.     (feet)  VERTCON   
 NV1142  ___________________________________________________________________
 NV1142  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 NV1142  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 NV1142
 NV1142  HORZ ORDER  -  FIRST
 NV1142
 NV1142.The horizontal coordinates were established by classical geodetic methods
 NV1142.and adjusted by the National Geodetic Survey in July 1992..
 NV1142
 NV1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1142
 NV1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1142
 NV1142.The geoid height was determined by GEOID03.
 NV1142
 NV1142;                    North         East     Units Scale Factor Converg.
 NV1142;SPC ID W     -    98,286.334   838,338.408   MT  0.99995141   +0 18 56.5
 NV1142;UTM  11      - 4,712,343.951   640,952.184   MT  0.99984444   +1 09 40.2
 NV1142
 NV1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1142!SPC ID W     -   0.99979325  x   0.99995141  =   0.99974467
 NV1142!UTM  11      -   0.99979325  x   0.99984444  =   0.99963772
 NV1142
 NV1142|---------------------------------------------------------------------|
 NV1142| PID    Reference Object                     Distance      Geod. Az  |
 NV1142|                                                           dddmmss.s |
 NV1142| CD5180 GRAZING RM 1                         23.356 METERS 09744     |
 NV1142| CD5181 GRAZING RM 2                         11.443 METERS 19810     |
 NV1142| CD5179 GRAZING AZ MK                                      2471717.1 |
 NV1142|---------------------------------------------------------------------|
 NV1142
 NV1142                          SUPERSEDED SURVEY CONTROL
 NV1142
 NV1142  NAD 83(1986)-  42 33 02.29105(N)    115 16 59.45695(W) AD(       ) 1
 NV1142  NAD 27      -  42 33 02.64200(N)    115 16 56.22500(W) AD(       ) 1
 NV1142  NGVD 29 (07/19/86) 1333.8    (m)         4376.     (f) VERT ANG       
 NV1142
 NV1142.Superseded values are not recommended for survey control.
 NV1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1142.See file dsdata.txt to determine how the superseded data were derived.
 NV1142
 NV1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4095212344(NAD 83)
 NV1142_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1142_SETTING: 80 = SET IN A BOULDER
 NV1142_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NV1142
 NV1142  HISTORY     - Date     Condition        Report By
 NV1142  HISTORY     - 1948     MONUMENTED       CGS
 NV1142
 NV1142                          STATION DESCRIPTION
 NV1142
 NV1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 NV1142'THE STATION IS ON A FLAT SAGE-COVERED RIDGE WHICH EXTENDS
 NV1142'NORTHWEST-SOUTHEAST.  IT IS ABOUT 20 MILES, AIRLINE, WEST
 NV1142'OF CASTLE FORD, AND 1/10 MILE SOUTH OF THE CASTLE FORD-CLOVER
 NV1142'FLATS ROAD.
 NV1142'
 NV1142'THE STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 NV1142'IN THE TOP OF A 1 BY 1-1/2 FOOT RECTANGULAR SHAPED BOULDER,
 NV1142'PROJECTING 1 FOOT ABOVE THE GROUND, IS STAMPED GRAZING 1948.
 NV1142'IT IS 12 FEET NORTHWEST OF A 4 INCH SQUARE WHITE WITNESS POST.
 NV1142'
 NV1142'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL
 NV1142'HOLE IN THE TOP OF A 1/2 BY 1 FOOT IRREGULAR SHAPED BOULDER,
 NV1142'PROJECTING 6 INCHES ABOVE THE GROUND, IS STAMPED GRAZING
 NV1142'NO 1 1948, AND IS ABOUT THE SAME ELEVATION AS THE STATION
 NV1142'MARK.
 NV1142'
 NV1142'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL
 NV1142'HOLE IN THE TOP OF A 6 BY 10 INCH RECTANGULAR SHAPED BOULDER,
 NV1142'PROJECTING 8 INCHES ABOVE THE GROUND, IS STAMPED GRAZING
 NV1142'NO 2 1948, AND IS APPROXIMATELY THE SAME ELEVATION AS THE
 NV1142'STATION MARK.
 NV1142'
 NV1142'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 NV1142'IN THE TOP OF A 1 BY 1/2 FOOT RECTANGULAR SHAPED BOULDER,
 NV1142'PROJECTING 8 INCHES ABOVE THE GROUND, IS STAMPED GRAZING
 NV1142'1948 AND IS 4 FEET EAST OF A 4 INCH SQUARE WHITE WITNESS
 NV1142'POST, AND 60 FEET NORTH OF AN EAST-WEST ROAD.
 NV1142'
 NV1142'TO REACH THE STATION FROM THE POST OFFICE IN CASTLE FORD GO
 NV1142'WEST ON A BLACK TOP ROAD FOR 0.8 MILE.  TURN RIGHT, NORTH,
 NV1142'ON A GRAVELED ROAD, GO 1.0 MILE.  TURN WEST, LEFT, AND GO
 NV1142'3.2 MILES TO A BRIDGE IN THE BOTTOM OF A DEEP CANYON.  CROSS
 NV1142'THE BRIDGE AND CONTINUE ON THE MAIN-TRAVELED ROAD FOR 2.0
 NV1142'MILES TO A FORK.  TAKE THE LEFT ROAD, MAIN TRAVELED, AND
 NV1142'GO NORTHWEST 15.4 MILES TO A T-ROAD WEST.  TURN LEFT, WEST,
 NV1142'GO 3.0 MILES TO A DIM T-ROAD SOUTH.  TURN LEFT, SOUTH, GO
 NV1142'0.15 MILE TO THE STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1430 ***********************************************************************
 SV1430  DESIGNATION -  GREAT FALLS SPOKANE AWY BN 29A
 SV1430  PID         -  SV1430
 SV1430  STATE/COUNTY-  ID/SHOSHONE
 SV1430  USGS QUAD   -  KELLOGG WEST (1996)
 SV1430
 SV1430                         *CURRENT SURVEY CONTROL
 SV1430  ___________________________________________________________________
 SV1430* NAD 83(1992)-  47 33 40.53083(N)    116 09 19.55299(W)     ADJUSTED  
 SV1430* NAVD 88     -                                                        
 SV1430  ___________________________________________________________________
 SV1430  LAPLACE CORR-           7.93  (seconds)                    DEFLEC99
 SV1430  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 SV1430
 SV1430  HORZ ORDER  -  THIRD
 SV1430
 SV1430.The horizontal coordinates were established by classical geodetic methods
 SV1430.and adjusted by the National Geodetic Survey in July 1992..
 SV1430
 SV1430
 SV1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1430
 SV1430.The geoid height was determined by GEOID03.
 SV1430
 SV1430;                    North         East     Units Scale Factor Converg.
 SV1430;SPC ID W     -   655,068.130   769,490.959   MT  0.99994477   -0 17 57.2
 SV1430;UTM  11      - 5,267,883.392   563,533.132   MT  0.99964960   +0 37 23.9
 SV1430
 SV1430                          SUPERSEDED SURVEY CONTROL
 SV1430
 SV1430  NAD 83(1986)-  47 33 40.53210(N)    116 09 19.54323(W) AD(       ) 4
 SV1430  NAD 27      -  47 33 40.82094(N)    116 09 15.94275(W) AD(       ) 3
 SV1430
 SV1430.Superseded values are not recommended for survey control.
 SV1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1430.See file dsdata.txt to determine how the superseded data were derived.
 SV1430
 SV1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6353367883(NAD 83)
 SV1430
 SV1430  HISTORY     - Date     Condition        Report By
 SV1430  HISTORY     - 1940     MONUMENTED       CGS
 SV1430
 SV1430                          STATION DESCRIPTION
 SV1430
 SV1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1430'STATION IS LOCATED 2 MILES N OF KELLOGG.  THE WHITE LIGHT WAS
 SV1430'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1578 ***********************************************************************
 SV1578  DESIGNATION -  GREAT FALLS SPOKANE AWY BCN 27
 SV1578  PID         -  SV1578
 SV1578  STATE/COUNTY-  ID/KOOTENAI
 SV1578  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV1578
 SV1578                         *CURRENT SURVEY CONTROL
 SV1578  ___________________________________________________________________
 SV1578* NAD 83(1992)-  47 34 52.25734(N)    116 41 18.87048(W)     ADJUSTED  
 SV1578* NAVD 88     -                                                        
 SV1578  ___________________________________________________________________
 SV1578  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 SV1578  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 SV1578
 SV1578  HORZ ORDER  -  THIRD
 SV1578
 SV1578.The horizontal coordinates were established by classical geodetic methods
 SV1578.and adjusted by the National Geodetic Survey in July 1992..
 SV1578
 SV1578
 SV1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1578
 SV1578.The geoid height was determined by GEOID03.
 SV1578
 SV1578;                    North         East     Units Scale Factor Converg.
 SV1578;SPC ID W     -   657,630.430   729,398.470   MT  0.99999457   -0 41 34.5
 SV1578;UTM  11      - 5,269,799.100   523,418.285   MT  0.99960674   +0 13 47.7
 SV1578
 SV1578                          SUPERSEDED SURVEY CONTROL
 SV1578
 SV1578  NAD 83(1986)-  47 34 52.25670(N)    116 41 18.85796(W) AD(       ) 4
 SV1578  NAD 27      -  47 34 52.58818(N)    116 41 15.20335(W) AD(       ) 3
 SV1578
 SV1578.Superseded values are not recommended for survey control.
 SV1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1578.See file dsdata.txt to determine how the superseded data were derived.
 SV1578
 SV1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2341869799(NAD 83)
 SV1578
 SV1578  HISTORY     - Date     Condition        Report By
 SV1578  HISTORY     - 1940     MONUMENTED       CGS
 SV1578
 SV1578                          STATION DESCRIPTION
 SV1578
 SV1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1578'STATION IS ON THE TOP OF MOUNT COEUR D ALENE A PROMINENT
 SV1578'TIMBERED HILL ABOUT 8 MILES SE OF THE CITY OF COEUR D ALENE
 SV1578'AND ABOUT 36 MILES ESE OF SPOKANE, WASHINGTON, IN COEUR D ALENE
 SV1578'NATIONAL FOREST.
 SV1578'
 SV1578'THE BEACON IS CONSTRUCTED OF STEEL, ABOUT 40 FEET HIGH, AND
 SV1578'ABOUT 175 FEET E OF U.S.C. AND G.S. STATION COEUR D ALENE MT.
 SV1578'THERE IS A U.S.F.S. LOOKOUT TOWER ABOUT 145 FEET W OF THE
 SV1578'BEACON.
 SV1578'
 SV1578'THE WHITE LIGHT OF THE BEACON PROPER WAS CUT IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0961 ***********************************************************************
 OZ0961  DESIGNATION -  GREEN
 OZ0961  PID         -  OZ0961
 OZ0961  STATE/COUNTY-  ID/CAMAS
 OZ0961  USGS QUAD   -  DAVIS MOUNTAIN (1986)
 OZ0961
 OZ0961                         *CURRENT SURVEY CONTROL
 OZ0961  ___________________________________________________________________
 OZ0961* NAD 83(1992)-  43 12 49.85537(N)    114 54 44.81276(W)     ADJUSTED  
 OZ0961* NAVD 88     -      2075.7    (meters)    6810.     (feet)  VERTCON   
 OZ0961  ___________________________________________________________________
 OZ0961  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 OZ0961  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 OZ0961
 OZ0961  HORZ ORDER  -  FIRST
 OZ0961
 OZ0961.The horizontal coordinates were established by classical geodetic methods
 OZ0961.and adjusted by the National Geodetic Survey in July 1992..
 OZ0961
 OZ0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0961
 OZ0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0961
 OZ0961.The geoid height was determined by GEOID03.
 OZ0961
 OZ0961;                    North         East     Units Scale Factor Converg.
 OZ0961;SPC ID C     -   172,259.034   425,860.354   MT  1.00001496   -0 37 29.3
 OZ0961;UTM  11      - 4,786,678.376   669,564.046   MT  0.99995370   +1 25 47.0
 OZ0961
 OZ0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0961!SPC ID C     -   0.99967688  x   1.00001496  =   0.99969183
 OZ0961!UTM  11      -   0.99967688  x   0.99995370  =   0.99963059
 OZ0961
 OZ0961|---------------------------------------------------------------------|
 OZ0961| PID    Reference Object                     Distance      Geod. Az  |
 OZ0961|                                                           dddmmss.s |
 OZ0961| OZ0962 GREENSPRINGS CAIRN                    2.452 METERS 01854     |
 OZ0961| OZ0929 PICABO                              APPROX.62.0 KM 08249     |
 OZ0961| CD5184 GREEN RM 2                            9.843 METERS 19539     |
 OZ0961| NV1143 BLUE                                               21337     |
 OZ0961| OZ1018 CAMAS 3                             APPROX.42.6 KM 2752745.0 |
 OZ0961| CD5182 GREEN AZ MK                                        2753453.8 |
 OZ0961| CD5183 GREEN RM 1                            1.462 METERS 29801     |
 OZ0961|---------------------------------------------------------------------|
 OZ0961
 OZ0961                          SUPERSEDED SURVEY CONTROL
 OZ0961
 OZ0961  NAD 83(1986)-  43 12 49.85364(N)    114 54 44.81022(W) AD(       ) 1
 OZ0961  NAD 27      -  43 12 50.21400(N)    114 54 41.57700(W) AD(       ) 1
 OZ0961  NGVD 29 (01/23/89) 2074.6    (m)         6806.     (f) VERT ANG       
 OZ0961
 OZ0961.Superseded values are not recommended for survey control.
 OZ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0961.See file dsdata.txt to determine how the superseded data were derived.
 OZ0961
 OZ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6956486678(NAD 83)
 OZ0961_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ0961_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0961_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 OZ0961_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0961+STABILITY: POSITION/ELEVATION WELL
 OZ0961
 OZ0961  HISTORY     - Date     Condition        Report By
 OZ0961  HISTORY     - 1915     MONUMENTED       CGS
 OZ0961  HISTORY     - 1935     SEE DESCRIPTION  CGS
 OZ0961  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OZ0961  HISTORY     - 1970     SEE DESCRIPTION  USGS
 OZ0961  HISTORY     - 1970     GOOD             USGS
 OZ0961  HISTORY     - 1982     GOOD             NGS
 OZ0961
 OZ0961                          STATION DESCRIPTION
 OZ0961
 OZ0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CVH)
 OZ0961'ABOUT 7 MILES EAST AND 7 MILES SOUTH OF HILL CITY, 2 MILES
 OZ0961'SOUTH AND 1 MILE WEST OF HENRY BAUSCHERS RANCH, ON A ROCKY KNOB
 OZ0961'ON A FLAT-TOPPED RIDGE, THE HIGHEST POINT IN THE VICINITY.
 OZ0961'THE STATION IS MARKED BY A BRONZE TABLET IN A BOULDER AS
 OZ0961'DESCRIBED IN NOTE 5, THE BOULDER BEING ABOUT 0.1 METER (0.3
 OZ0961'FOOT) ABOVE THE SURFACE OF THE GROUND.  THE REFERENCE MARK,
 OZ0961'A BRONZE TABLET IN A BOULDER, NOTE 12D, IS 0.35 METER (1.2
 OZ0961'FEET) ABOVE THE STATION MARK.  AN 8-FOOT CAIRN, MARKING THE
 OZ0961'U.S. GEOLOGICAL SURVEY STATION GREENSPRINGS IS NEAR BY.
 OZ0961
 OZ0961                          STATION RECOVERY (1935)
 OZ0961
 OZ0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 OZ0961'RECOVERED AS DESCRIBED IN GOOD CONDITION.  ON THE EAST END
 OZ0961'OF THE FLAT-TOPPED RIDGE TO THE SOUTH OF CAMAS PRAIRIE, ON
 OZ0961'THE HIGHEST POINT IN THE VICINITY AND ON A ROCKY KNOB.
 OZ0961'
 OZ0961'TO REACH FROM GLENNS FERRY, GO NORTH FROM CAMERONS SERVICE
 OZ0961'STATION WEST OF TOWN, FOR 0.4 MILE AND TURN LEFT FOLLOWING THE
 OZ0961'MAIN-TRAVELED ROAD.  GO 4.8 MILES AND TAKE RIGHT FORK, CONTINUE
 OZ0961'ON THIS ROAD FOR 20 MILES AND TURN RIGHT AT SIGN HILL CITY,
 OZ0961'FAIRFIELD, HAILEY, KETCHUM AND CONTINUE ON THE MAIN-TRAVELED
 OZ0961'ROAD TO HILL CITY.  TURN RIGHT CROSSING RAILROAD TRACKS JUST
 OZ0961'WEST OF THE DEPOT, THENCE LEFT (EAST) FOR 3.8 MILES, TURN RIGHT
 OZ0961'(SOUTH) AND GO 1.8 MILES, TURN LEFT AND GO 1.1 MILES, TAKE
 OZ0961'RIGHT FORK AND GO 2.6 MILES, TURN RIGHT ON DIM ROAD AND GO 0.9
 OZ0961'MILE, TURN LEFT (EAST) AND GO 0.45 MILE, TURN RIGHT (SOUTH)
 OZ0961'PASSING THROUGH WIRE GATE AND GO 1.9 MILES TO THE PERKINS
 OZ0961'RANCH AT THE FOOT OF THE HILL AND THE END OF TRUCK TRAVEL
 OZ0961'(FROM HERE STATION IS NOT VISIBLE).  GO THROUGH CORRAL AND
 OZ0961'FOLLOW THE COW TRAILS THAT RUN ALONG THE LEFT SIDE OF WASH
 OZ0961'AND CONTINUE HALF WAY UP THE HILL TO A TRAIL, BEAR LEFT ON
 OZ0961'TRAIL UP HILL TO SADDLE, THENCE LEFT TO THE HIGHEST POINT AND
 OZ0961'STATION, A 2-HOUR PACK.
 OZ0961
 OZ0961                          STATION RECOVERY (1959)
 OZ0961
 OZ0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ0961'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION BUT
 OZ0961'THE AZIMUTH MARK WAS NOT RECOVERED UNTIL AFTER OCCUPATION BY
 OZ0961'THE OBSERVING PARTY.  AN UN-MARKED REFERENCE MARK WAS STAMPED
 OZ0961'AT THIS TIME.  A COMPLETE DESCRIPTION FOLLOWS--
 OZ0961'
 OZ0961'THE STATION IS LOCATED, AIRLINE, ABOUT 21 MILES NORTH-NORTHWEST
 OZ0961'OF GOODING, 11 MILES SOUTH-SOUTHWEST OF FAIRFIELD, AND 9 MILES
 OZ0961'SOUTHEAST OF HILL CITY ON A ROCKY KNOB NEAR THE EAST END OF
 OZ0961'A FLAT-TOPPED RIDGE ON THE SOUTH SIDE OF CAMAS PRAIRIE VALLEY.
 OZ0961'
 OZ0961'TO REACH THE STATION FROM THE POST OFFICE IN HILL CITY GO EAST
 OZ0961'ON THE GRAVEL ROAD 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY
 OZ0961'68, PAVED.  CONTINUE EASTERLY 7.6 MILES TO A CROSSROAD.  TURN
 OZ0961'RIGHT AND GO SOUTH ON THE GRAVEL ROAD 5.8 MILES TO A CROSSROAD
 OZ0961'WITH AN OFFSET.  CONTINUE SOUTH AND EAST 1.7 MILES TO A SIDE
 OZ0961'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ACROSS A CATTLE
 OZ0961'GUARD 1.0 MILE TO RANCH BUILDINGS.  TURN LEFT THROUGH THE
 OZ0961'GATE AT THE NORTHEAST CORNER OF THE BARN AND GO EAST 0.2 MILE
 OZ0961'TO THE CORNER OF THE FIELD.  TURN RIGHT, SOUTH, AND CLIMB 1.2
 OZ0961'MILES TO A WIRE GATE ON TOP OF A LOW PASS.  GO THROUGH THE
 OZ0961'GATE THEN PICK WAY WESTERLY ABOUT 0.2 MILE THROUGH
 OZ0961'SAGEBRUSH TO THE FOOT OF A STEEP RIDGE AND THE END OF TRUCK
 OZ0961'TRAVEL.  PACK WEST ABOUT 2 MILES UP THE RIDGE AND ALONG
 OZ0961'THE TOP TO A LARGE CAIRN AND THE STATION.  THE TIME ON
 OZ0961'FOOT IS ABOUT 1-1/2 HOURS.
 OZ0961'
 OZ0961'THE STATION MARK IS A STANDARD DISK STAMPED GREEN 1915 CEMENTED
 OZ0961'IN A DRILL HOLE IN BEDROCK EXPOSED ABOUT 2 FEET BY 3 FEET
 OZ0961'AND PROJECTING ABOUT 4 INCHES.  IT IS 7.9 FEET SOUTH-SOUTHWEST
 OZ0961'OF A 6-FOOT ROCK CAIRN BELIEVED TO BE USGS STATION GREENSPRINGS.
 OZ0961'
 OZ0961'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GREEN
 OZ0961'NO 1 1915 CEMENTED IN A DRILL HOLE IN A 2 BY 3-1/2-FOOT LAVA
 OZ0961'BOULDER PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 OZ0961'ABOUT 16 INCHES HIGHER THAN THE STATION MARK AND IS 8.3 FEET
 OZ0961'SOUTHWEST OF THE 6-FOOT CAIRN.
 OZ0961'
 OZ0961'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GREEN
 OZ0961'NO 2 1915 1935 CEMENTED IN A DRILL HOLE IN A 2 BY 3-1/2-FOOT
 OZ0961'BOULDER PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  IT IS
 OZ0961'ABOUT 1 FOOT LOWER THAN THE STATION ELEVATION.
 OZ0961'
 OZ0961'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GREEN 1915 1935
 OZ0961'CEMENTED IN A DRILL HOLE IN A BOULDER 4 FEET LONG AND 3 FEET
 OZ0961'WIDE PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.  TO REACH FROM
 OZ0961'THE STATION PACK WEST ABOUT 200 YARDS ACROSS A LOW POINT IN THE
 OZ0961'RIDGE TO THE NEXT SLIGHT RISE AND THE MARK.
 OZ0961
 OZ0961                          STATION RECOVERY (1970)
 OZ0961
 OZ0961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OZ0961'INSTRUMENT STAND 5.0 FT ABOVE STATION MARK.
 OZ0961'
 OZ0961'ALL MARKS IN GOOD CONDITION.
 OZ0961'
 OZ0961'NEW TO REACH FOLLOWS--
 OZ0961'
 OZ0961'TO REACH FROM POST OFFICE IN FAIRFIELD, DRIVE S. 0.3 MI TO STATE
 OZ0961'HIGHWAY 68.  TURN RIGHT (W.) ON HIGHWAY 68 FOR 6.0 MI TO A
 OZ0961'GRAVEL INTERSECTION.  TURN LEFT (S.) ON GRAVEL RD. FOR 6.0 MI
 OZ0961'TO RD. INTERSECTION.  CONTINUE STRAIGHT AHEAD (S.) FOR 1.0
 OZ0961'MI TO LEFT TURN.  TURN LEFT (E.) FOR 0.7 MI TO A GATE AND
 OZ0961'TRACK RD. ON RIGHT.  TURN RIGHT FOR 1.0 MI TO RD. FK. BEFORE
 OZ0961'REACHING OLD RANCH BUILDINGS.  TAKE LEFT FORK AND FOLLOW
 OZ0961'TRACK RD. UP DRAIN AND THROUGH SADDLE (IN SOUTHERLY DIRECTION)
 OZ0961'FOR 2.9 MI TO A TRACK T-RD. ON RIGHT.  TURN RIGHT (W.) AND
 OZ0961'FOLLOW RD. UPHILL, THEN ACROSS FLATS TO A RD. FK.  TAKE
 OZ0961'RIGHT FORK (WITH 4-WHEEL DRIVE VEHICLE) AND DRIVE DOWN
 OZ0961'ACROSS CANYON, THEN UP ON A PLATEAU, STAYING ON MAIN
 OZ0961'TRACK RD. FOR 3.1 MI TO DIM X-RD. WINDING IN A NORTHERLY
 OZ0961'DIRECTION.  GO STRAIGHT AHEAD (N.) FOR 1.0 MI TO DIM T-RD. ON
 OZ0961'LEFT.  GO STRAIGHT AHEAD FOR ABOUT 200 FT, THEN TURN
 OZ0961'RIGHT (E.) CROSS-COUNTRY AND WIND THROUGH ROCKS FOR ABOUT
 OZ0961'0.5 MI TO WITHIN 100 FT OF TOP AND STATION.
 OZ0961
 OZ0961                          STATION RECOVERY (1970)
 OZ0961
 OZ0961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OZ0961'ALL MARKS IN GOOD CONDITION.  NEW TO REACH FOLLOWS.
 OZ0961'
 OZ0961'TO REACH FROM POST OFFICE IN FAIRFIELD, DRIVE S. 0.3 MI. TO STATE
 OZ0961'HIGHWAY NO. 68, TURN RIGHT (W.) ON HIGHWAY NO. 68 FOR 6.0 MI. TO A
 OZ0961'GRAVEL INTERSECTION, TURN LEFT (S.) ON GRAVEL RD. FOR 6.0 MI. TO RD.
 OZ0961'INTERSECTION, CONTINUE STRAIGHT AHEAD (S.) FOR 1.0 MI. TO LEFT TURN,
 OZ0961'TURN LEFT (E.) FOR 0.7 MI. TO A GATE AND TRACK RD. ON RIGHT, TURN
 OZ0961'RIGHT FOR 1.0 MI. TO RD. FORK BEFORE REACHING OLD RANCH BUILDINGS,
 OZ0961'TAKE LEFT FORK AND FOLLOW TRACK RD. UP DRAIN AND THROUGH SADDLE (IN
 OZ0961'SOUTHERLY DIRECTION) FOR 2.9 MI. TO A TRACK T-RD. ON RIGHT, TURN
 OZ0961'RIGHT (W.) AND FOLLOW RD. UPHILL, THEN ACROSS FLATS TO A RD. FORK,
 OZ0961'TAKE RIGHT FORK (WITH 4-WHEEL DRIVE VEHICLE) AND DRIVE DOWN ACROSS
 OZ0961'CANYON, THEN UP ON A PLATEAU, STAYING ON MAIN TRACK RD. FOR 3.1 MI.
 OZ0961'TO DIM CROSSROAD WINDING IN A NORTHERLY DIRECTION, GO STRAIGHT AHEAD
 OZ0961'(N.) FOR 1.0 MI. TO DIM T-RD. ON LEFT, GO STRAIGHT AHEAD FOR ABOUT
 OZ0961'200 FT., THEN TURN RIGHT (E.) CROSS-COUNTRY AND WIND THROUGH ROCKS
 OZ0961'FOR ABOUT 0.5 MI. TO WITHIN 100 FT. OF TOP AND STATION.
 OZ0961'
 OZ0961'STATION MARK--A STANDARD DISK STAMPED---GREEN 1915---, CEMENTED IN A
 OZ0961'DRILL HOLE IN BEDROCK EXPOSED ABOUT 2 FT. BY 3 FT. AND PROJECTING
 OZ0961'ABOUT 4 IN.
 OZ0961
 OZ0961                          STATION RECOVERY (1982)
 OZ0961
 OZ0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 OZ0961'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OZ0961'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE
 OZ0961'DIRECTION BETWEEN THE REFERENCE MARKS COMPARED WITH THE 1959 DATA.
 OZ0961'THE DISTANCE TO REFERENCE MARK 1 CHECKED THE 1959 DATA.  HOWEVER
 OZ0961'THE DISTANCE TO REFERENCE MARK 2 WAS NOTED TO BE 0.011 METER
 OZ0961'LONGER.  REFERENCE MARK 1 AND THE CAIRN WERE TO CLOSE TO FOCUS
 OZ0961'T-3 ON.
 OZ0961'THE STATION IS LOCATED ABOUT 16.9 MK (10.5 MI) SOUTHWEST OF
 OZ0961'FAIRFIELD, 16.1 MK (10.0 MI) SOUTHEAST OF HILL CITY, 1.6 MK
 OZ0961'(1.0 MI) NORTH OF THE GOODING COUNTY LINE, ON DAVIS MOUNTAIN, AND
 OZ0961'IN THE SW 1/4 SEC 28, R13E, T2S
 OZ0961'OWNERSHIP--BUREAU OF LAND MANAGEMENT, 3948 DEVELOPMENT, BOISE,
 OZ0961'IDAHO. 83705  TELEPHONE 208-334-1497.
 OZ0961'
 OZ0961'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE IN
 OZ0961'HILL CITY, GO NORTHEAST ON U.S. HIGHWAY 20 FOR 0.3 KM (0.2 MI) TO
 OZ0961'A DIRT CROSS ROAD.  TURN RIGHT AND GO SOUTH FOR 5.1 KM (3.2 MI)
 OZ0961'TO A CROSS ROAD.  TURN LEFT AND GO EAST ON DIRT ROAD FOR 1.3 KM
 OZ0961'(0.8 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A DIRT ROAD
 OZ0961'FOR 4.7 KM (2.9 MI) TO A CATTLE GAURD AT ROAD CREST.  CONTINUE
 OZ0961'AHEAD FOR 3.1 KM (1.9 MI) TO A SIDE ROAD RIGHT AND SIGN HILL CITY
 OZ0961'DEMPSEY AND MEADOWS.  CONTINUE AHEAD, SOUTHEAST FOR 1.4 KM
 OZ0961'(0.9 MI) TO A TRACK ROAD ROAD LEFT.  TURN LEFT AND GO EASTERLY ON
 OZ0961'TRACK ROAD FOR 1.4 KM (0.9 MI) TO A CATTLE GAURD.  CONTINUE AHEAD
 OZ0961'ON THE MAIN TRAVELED TRACK ROAD FOR 8.2 KM (5.1 MI) TO A T-ROAD
 OZ0961'AND SIGN DAVIS MTN 2.  TURN RIGHT FOR 3.4 KM (2.1 MI) TO A DIM
 OZ0961'FORK LEFT.  BEAR,RIGHT AND GO EASTERLY FOR 1.4 KM (0.85 MI) TO A
 OZ0961'DIM FORK LEFT IN A SADDLE.  TURN LEFT FOR 0.3 KM (0.2 MI) TO A
 OZ0961'FORK.  TURN LEFT FOR 0.5 KM (0.3 MI) TO END OF TRUCK TRAVEL, AT A
 OZ0961'SMALL BUILDING AND A MAST.  FROM HERE PACK UPHILL, NORTHEAST FOR
 OZ0961'75 METERS (250 FEET) TO THE STATION.
 OZ0961'
 OZ0961'THE STATION IS A STANDARD NGS DISK
 OZ0961'STAMPED---GREEN 1915---,
 OZ0961'SET INTO A ROCK OUTCROP.
 OZ0961'
 OZ0961'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 OZ0961'STAMPED---GREEN NO 1 1915 1935---,
 OZ0961'SET INTO A ROCK OUTCROP.
 OZ0961'MARK IS ABOVE STATION 0.4 METERS.
 OZ0961'
 OZ0961'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 OZ0961'STAMPED---GREEN NO 2 1915 1935---,
 OZ0961'SET INTO A ROCK OUTCROP.
 OZ0961'MARK IS BELOW STATION 0.6 METERS.
 OZ0961'
 OZ0961'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0653 ***********************************************************************
 QZ0653  DESIGNATION -  GREEN
 QZ0653  PID         -  QZ0653
 QZ0653  STATE/COUNTY-  ID/IDAHO
 QZ0653  USGS QUAD   -  GREEN MOUNTAIN (1995)
 QZ0653
 QZ0653                         *CURRENT SURVEY CONTROL
 QZ0653  ___________________________________________________________________
 QZ0653* NAD 83(1992)-  45 46 15.55535(N)    115 04 34.36568(W)     ADJUSTED  
 QZ0653* NAVD 88     -      2204.     (meters)    7231.     (feet)  SCALED    
 QZ0653  ___________________________________________________________________
 QZ0653  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 QZ0653  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 QZ0653
 QZ0653  HORZ ORDER  -  FIRST
 QZ0653
 QZ0653.The horizontal coordinates were established by classical geodetic methods
 QZ0653.and adjusted by the National Geodetic Survey in July 1992..
 QZ0653
 QZ0653.The orthometric height was scaled from a topographic map.
 QZ0653
 QZ0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0653
 QZ0653.The geoid height was determined by GEOID03.
 QZ0653
 QZ0653;                    North         East     Units Scale Factor Converg.
 QZ0653;SPC ID W     -   456,208.280   852,405.175   MT  0.99996708   +0 28 58.1
 QZ0653;UTM  11      - 5,070,402.848   649,575.952   MT  0.99987506   +1 22 43.5
 QZ0653
 QZ0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0653!SPC ID W     -   0.99965685  x   0.99996708  =   0.99962394
 QZ0653!UTM  11      -   0.99965685  x   0.99987506  =   0.99953195
 QZ0653
 QZ0653:                Primary Azimuth Mark                     Grid Az
 QZ0653:SPC ID W     -  BOX CAR MOUNTAIN                         025 27 11.4
 QZ0653:UTM  11      -  BOX CAR MOUNTAIN                         024 33 26.0
 QZ0653
 QZ0653|---------------------------------------------------------------------|
 QZ0653| PID    Reference Object                     Distance      Geod. Az  |
 QZ0653|                                                           dddmmss.s |
 QZ0653| QZ0650 BOX CAR MOUNTAIN                    APPROX.21.8 KM 0255609.5 |
 QZ0653| CH7441 GREEN RM 1                           14.280 METERS 07212     |
 QZ0653| QZ0641 BURNT KNOB LOOKOUT                  APPROX.10.1 KM 1385024.7 |
 QZ0653| CH7442 GREEN RM 2                            9.482 METERS 18252     |
 QZ0653| QZ0669 ANDERSON BUTTE LOOKOUT              APPROX.23.7 KM 3031457.3 |
 QZ0653| QZ0654 VERMILLION PEAK LOOKOUT             APPROX.18.2 KM 3445842.9 |
 QZ0653|---------------------------------------------------------------------|
 QZ0653
 QZ0653                          SUPERSEDED SURVEY CONTROL
 QZ0653
 QZ0653  NAD 83(1986)-  45 46 15.55823(N)    115 04 34.35934(W) AD(       ) 1
 QZ0653  NAD 27      -  45 46 15.86900(N)    115 04 30.95000(W) AD(       ) 1
 QZ0653
 QZ0653.Superseded values are not recommended for survey control.
 QZ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0653.See file dsdata.txt to determine how the superseded data were derived.
 QZ0653
 QZ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL4957670403(NAD 83)
 QZ0653_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QZ0653_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0653
 QZ0653  HISTORY     - Date     Condition        Report By
 QZ0653  HISTORY     - 1935     MONUMENTED       CGS
 QZ0653  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QZ0653  HISTORY     - 1965     GOOD             USGS
 QZ0653  HISTORY     - 1974     GOOD             USGS
 QZ0653
 QZ0653                          STATION DESCRIPTION
 QZ0653
 QZ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 QZ0653'IN SEC. 10, T. 28 N., R. 11 E., ON GREEN MOUNTAIN, A LOW
 QZ0653'GRASSY PEAK ABOUT 14 MILES, AIRLINE, EAST-NORTHEAST OF RED
 QZ0653'RIVER RANGER STATION.
 QZ0653'
 QZ0653'TO REACH FROM RED RIVER RANGER STATION, FOLLOW THE U.S. FOREST
 QZ0653'SERVICE ROAD FOR 17.7 MILES TO A FORK, TAKE LEFT FORK AND GO
 QZ0653'3.5 MILES, TURN LEFT OFF THE MAIN ROAD AND GO 0.6 MILE TO THE
 QZ0653'TOP OF THE GRADE AND THE STATION WHICH IS APPROXIMATELY 20
 QZ0653'FEET NORTH OF THE NORTHWEST CORNER OF THE LOOKOUT HOUSE.
 QZ0653'
 QZ0653'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 QZ0653'OUTCROPPING BEDROCK AS DESCRIBED.
 QZ0653
 QZ0653                          STATION RECOVERY (1956)
 QZ0653
 QZ0653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS)
 QZ0653'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.  THE
 QZ0653'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 QZ0653'
 QZ0653'AT THE TIME OF RECOVERY, THE U.S. FOREST SERVICE WAS ERECTING
 QZ0653'AN ELEVATED LOOKOUT DIRECTLY OVER THE REFERENCE MARK.  THE
 QZ0653'OLDER LOOKOUT REFERRED TO IN THE DESCRIPTION WILL REMAIN
 QZ0653'STANDING.
 QZ0653
 QZ0653                          STATION RECOVERY (1965)
 QZ0653
 QZ0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 QZ0653'RECOVERED AS DESCRIBED BY NGS.
 QZ0653'
 QZ0653'STATION MARK--NGS DISK STAMPED---GREEN 1935---, SET IN ROCK
 QZ0653'OUTCROP.
 QZ0653'
 QZ0653'RM 1--NGS DISK STAMPED---GREEN NO 1 1935---, SET IN ROCK OUTCROP.
 QZ0653'
 QZ0653'RM 2--NGS DISK STAMPED---GREEN NO 2 1935---, SET IN ROCK OUTCROP.
 QZ0653'
 QZ0653'NOTE--LOT HAS BEEN BUILT AT SITE AND IS CENTERED OVER RM 1.
 QZ0653
 QZ0653                          STATION RECOVERY (1974)
 QZ0653
 QZ0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0653'ALL MARKS IN GOOD CONDITION.
 QZ0653'
 QZ0653'A LOT HAS BEEN BUILT AT THE SITE AND IS CENTERED OVER RM 1.
 QZ0653'
 QZ0653'STATION REACHED BY HELICOPTER IN 1974.
 QZ0653'
 QZ0653'SURFACE MARK IS STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1427 ***********************************************************************
 SV1427  DESIGNATION -  GREEN
 SV1427  PID         -  SV1427
 SV1427  STATE/COUNTY-  ID/SHOSHONE
 SV1427  USGS QUAD   -  KELLOGG EAST (1996)
 SV1427
 SV1427                         *CURRENT SURVEY CONTROL
 SV1427  ___________________________________________________________________
 SV1427* NAD 83(1992)-  47 32 02.65290(N)    116 06 45.83940(W)     ADJUSTED  
 SV1427* NAVD 88     -       757.1    (meters)    2484.     (feet)  VERTCON   
 SV1427  ___________________________________________________________________
 SV1427  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 SV1427  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 SV1427
 SV1427  HORZ ORDER  -  SECOND
 SV1427
 SV1427.The horizontal coordinates were established by classical geodetic methods
 SV1427.and adjusted by the National Geodetic Survey in July 1992..
 SV1427
 SV1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1427
 SV1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1427
 SV1427.The geoid height was determined by GEOID03.
 SV1427
 SV1427;                    North         East     Units Scale Factor Converg.
 SV1427;SPC ID W     -   652,029.603   772,689.911   MT  0.99994250   -0 16 03.3
 SV1427;UTM  11      - 5,264,897.623   566,779.634   MT  0.99965480   +0 39 16.4
 SV1427
 SV1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1427!SPC ID W     -   0.99988394  x   0.99994250  =   0.99982645
 SV1427!UTM  11      -   0.99988394  x   0.99965480  =   0.99953878
 SV1427
 SV1427|---------------------------------------------------------------------|
 SV1427| PID    Reference Object                     Distance      Geod. Az  |
 SV1427|                                                           dddmmss.s |
 SV1427| CH7443 GREEN RM 1                            5.495 METERS 16118     |
 SV1427| SV1432 HAYSTACK                            APPROX. 1.9 KM 2433638.2 |
 SV1427| CH7444 GREEN RM 2                            4.494 METERS 33305     |
 SV1427|---------------------------------------------------------------------|
 SV1427
 SV1427                          SUPERSEDED SURVEY CONTROL
 SV1427
 SV1427  NAD 83(1986)-  47 32 02.65622(N)    116 06 45.82975(W) AD(       ) 2
 SV1427  NAD 27      -  47 32 02.92953(N)    116 06 42.23279(W) AD(       ) 2
 SV1427  NGVD 29 (07/19/86)  756.0    (m)         2480.     (f) VERT ANG       
 SV1427
 SV1427.Superseded values are not recommended for survey control.
 SV1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1427.See file dsdata.txt to determine how the superseded data were derived.
 SV1427
 SV1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6678064898(NAD 83)
 SV1427_MARKER: Z = SEE DESCRIPTION
 SV1427_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SV1427_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1427+STABILITY: POSITION/ELEVATION WELL
 SV1427
 SV1427  HISTORY     - Date     Condition        Report By
 SV1427  HISTORY     - 1958     MONUMENTED       CGS
 SV1427  HISTORY     - 19820923 GOOD             NGS
 SV1427
 SV1427                          STATION DESCRIPTION
 SV1427
 SV1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1427'AT EAST EDGE OF CITY OF KELLOGG, ON TOP OF A BRUSHY BLUFF AND AT
 SV1427'NORTH END OF THE RIDGE THAT RUNS NORTHERLY OUT FROM THE
 SV1427'KELLOGG CEMETERY.  SOUTH OF U.S. HIGHWAY 10 AND ACROSS THE
 SV1427'HIGHWAY SOUTH-SOUTHEAST OF MINERS HAT DRIVE-INN RESTAURANT.
 SV1427'
 SV1427'STATION MARK IS DRILL STEEL CEMENTED IN HOLE DRILLED IN ROCK
 SV1427'OUTCROP.  THE STEEL PROJECTS ABOUT 4 INCHES AND IS 9-1/2 FEET
 SV1427'NORTH-NORTHEAST OF A POWER POLE.
 SV1427'
 SV1427'REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES IN
 SV1427'OUTCROP.  STAMPED GREEN 1958 NO 1 AND NO 2 RESPECTIVELY.
 SV1427'
 SV1427'NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION.
 SV1427'
 SV1427'NO. 2 IS ON THE NORTHWEST SHOULDER OF THE BLUFF ABOUT 4 FEET
 SV1427'LOWER THAN STATION.
 SV1427'
 SV1427'STATION IS A SHORT PACK NORTH ACROSS THE CEMETERY.
 SV1427
 SV1427                          STATION RECOVERY (1982)
 SV1427
 SV1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 SV1427'THE STATION MARK AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1 WAS
 SV1427'NOT FOUND THE ROCK IT WAS IN HAS BEEN BROKEN UP.  THE DISTANCE TO RM 2
 SV1427'COMPARED FAVORABLY WITH THE LAST DATA.  A NEW RM 3 WAS ESTABLISHED AT
 SV1427'THIS DATE A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED
 SV1427'IN KELLOGG AT THE N SIDE OF A CEMETERY, AND IN A BRUSHY AREA OVER
 SV1427'LOOKING INTERSTATE HWY 90.  TO REACH THE STATION FROM THE POST OFFICE
 SV1427'IN KELLOGG GO S ON S DIVISION ST FOR 0.24 KM (0.15 MI) TO THE
 SV1427'INTERSECTION OF E MILL ST.  TURN LEFT AND GO E ON E MILL ST FOR 0.08
 SV1427'KM (0.05 MI) TO THE INTERSECTION APPLE ST.  TURN RIGHT ON APPLE ST FOR
 SV1427'0.08 KM (0.05 MI) TO THE INTERSECTION OF PRESSLY AVE, TURN LEFT AND GO
 SV1427'NE ON PRESSLY AVE FOR 0.48 KM (0.30 MI) TO THE CEMETERY.  WALK N
 SV1427'THROUGH THE CEMETERY TO THE N SLOPE A ROCK OUT CROP AND THE STATION.
 SV1427' 
 SV1427'THE STATION IS A DRILL STEEL CEMENTED IN A DRILL HOLE IN OUTCROPPING
 SV1427'OF BED ROCK.
 SV1427' 
 SV1427'RM NO 2, IS A STANDARD CGS DISK STAMPED---GREEN NO 2 1958---, SET INTO
 SV1427'ROCK OUTCROP ON THE N SLOPE OF THE HILL.  THE STATION IS LOCATED 5.5
 SV1427'METERS (18.0 FT) NW FROM THE LARGE ROCK OUTCRP, AND 1.5 METERS
 SV1427'(4.9 FT) LOWER THAN THE STATION.
 SV1427' 
 SV1427'RM NO 3, IS A STANDARD NGS DISK STAMPED---GREEN 1958 NO 3 1982---, SET
 SV1427'INTO ROCK OUTCROP, 3 FT, (0.9 M) 0.9 METERS (3.0 FT) LARGEST
 SV1427'DIMENSION.  THE STATION IS LOCATED 2.1 METER (6.9 FT) SE FROM THE
 SV1427'HIGHEST POINT OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1869 ***********************************************************************
 RZ1869  DESIGNATION -  GREEN KNOB
 RZ1869  PID         -  RZ1869
 RZ1869  STATE/COUNTY-  ID/LATAH
 RZ1869  USGS QUAD   -  GREEN KNOB (1990)
 RZ1869
 RZ1869                         *CURRENT SURVEY CONTROL
 RZ1869  ___________________________________________________________________
 RZ1869* NAD 83(1992)-  46 34 23.65914(N)    116 47 59.25669(W)     ADJUSTED  
 RZ1869* NAVD 88     -       882.0    (meters)    2894.     (feet)  VERTCON   
 RZ1869  ___________________________________________________________________
 RZ1869  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 RZ1869  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 RZ1869
 RZ1869  HORZ ORDER  -  THIRD
 RZ1869
 RZ1869.The horizontal coordinates were established by classical geodetic methods
 RZ1869.and adjusted by the National Geodetic Survey in July 1992..
 RZ1869
 RZ1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1869
 RZ1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1869
 RZ1869.The geoid height was determined by GEOID03.
 RZ1869
 RZ1869;                    North         East     Units Scale Factor Converg.
 RZ1869;SPC ID W     -   545,690.921   719,529.001   MT  1.00001290   -0 45 44.8
 RZ1869;UTM  11      - 5,157,760.911   515,341.579   MT  0.99960289   +0 08 43.4
 RZ1869
 RZ1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1869!SPC ID W     -   0.99986458  x   1.00001290  =   0.99987748
 RZ1869!UTM  11      -   0.99986458  x   0.99960289  =   0.99946753
 RZ1869
 RZ1869:                Primary Azimuth Mark                     Grid Az
 RZ1869:SPC ID W     -  B 34125                                  069 30 49.3
 RZ1869:UTM  11      -  B 34125                                  068 36 21.1
 RZ1869
 RZ1869|---------------------------------------------------------------------|
 RZ1869| PID    Reference Object                     Distance      Geod. Az  |
 RZ1869|                                                           dddmmss.s |
 RZ1869| RZ0541 B 34125                             APPROX. 3.8 KM 0684504.5 |
 RZ1869|---------------------------------------------------------------------|
 RZ1869
 RZ1869                          SUPERSEDED SURVEY CONTROL
 RZ1869
 RZ1869  NAD 83(1986)-  46 34 23.66469(N)    116 47 59.25135(W) AD(       ) 3
 RZ1869  NAD 27      -  46 34 24.06439(N)    116 47 55.68281(W) AD(       ) 3
 RZ1869  NGVD 29 (07/19/86)  880.9    (m)         2890.     (f) VERT ANG       
 RZ1869
 RZ1869.Superseded values are not recommended for survey control.
 RZ1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1869.See file dsdata.txt to determine how the superseded data were derived.
 RZ1869
 RZ1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM1534257761(NAD 83)
 RZ1869_MARKER: DD = SURVEY DISK
 RZ1869_SETTING: 80 = SET IN A BOULDER
 RZ1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1869+STABILITY: SURFACE MOTION
 RZ1869
 RZ1869  HISTORY     - Date     Condition        Report By
 RZ1869  HISTORY     - 1959     MONUMENTED       USGS
 RZ1869
 RZ1869                          STATION DESCRIPTION
 RZ1869
 RZ1869'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 RZ1869'LOCATED 14.0 MI. AIRLINE S.E. OF MOSCOW AND 6.5 MI. AIRLINE N.E. OF
 RZ1869'GENESSE AND 2.0 MI. N. OF THE LATAH-NEZ PERCE COUNTY LINE JUST E. OF
 RZ1869'A N-S. FENCE LINE DIVIDING CULTIVATED LAND FROM PASTURE LAND ON THE
 RZ1869'HIGHEST POINT OF A ROCKY KNOB IN THE PASTURE LAND.
 RZ1869'
 RZ1869'TO REACH FROM THE NORTHERN PACIFIC RAILROAD DEPOT IN GENESSE, DRIVE E.
 RZ1869'ON THE GENESSE-JULIAETTA ROAD (PAVED) FOR 0.1 MI., CONTINUE (E.)
 RZ1869'STRAIGHT AHEAD ON THE JULIAETTA ROAD FOR 5.2 MI. TO A RD. JUNCTION,
 RZ1869'TAKE RIGHT FORK (GRAVELED RD.) FOR 0.45 MI. TO A RD. Y, TAKE LEFT FORK
 RZ1869'(MAIN RD.) FOR 0.75 MI. TO A GATE AND FIELD ON LEFT, PASS THROUGH GATE
 RZ1869'AND CONTINUE CROSS COUNTRY THROUGH FIELD ALONG RIDGE FOR 1.0 MI. TO
 RZ1869'HIGHEST POINT AND STATION.  (CONTACT MR. DICK GREEN FOR PERMISSION TO
 RZ1869'DRIVE FIELD.)
 RZ1869'
 RZ1869'STATION MARK--A STANDARD U.S.G.S. TABLET STAMPED---1959 GREEN
 RZ1869'KNOB---, SET IN A BOULDER IN PLACE.
 RZ1869'
 RZ1869'REFERENCE MARK NO. 1--A STANDARD U.S.G.S. REFERENCE MARK TABLET
 RZ1869'STAMPED---NO 1 1959---, SET IN A BOULDER IN PLACE, 25.83 FT. FROM
 RZ1869'THE STATION MARK, S 07 DEG 34 MIN W.
 RZ1869'
 RZ1869'REFERENCE MARK NO. 2--A STANDARD U.S.G.S. REFERENCE MARK TABLET
 RZ1869'STAMPED---NO 2 1959---, SET IN A BOULDER IN PLACE, 24.49 FT. FROM
 RZ1869'THE STATION MARK, S 82 DEG 09 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0962 ***********************************************************************
 OZ0962  DESIGNATION -  GREENSPRINGS CAIRN
 OZ0962  PID         -  OZ0962
 OZ0962  STATE/COUNTY-  ID/CAMAS
 OZ0962  USGS QUAD   -  DAVIS MOUNTAIN (1986)
 OZ0962
 OZ0962                         *CURRENT SURVEY CONTROL
 OZ0962  ___________________________________________________________________
 OZ0962* NAD 83(1992)-  43 12 49.93055(N)    114 54 44.77757(W)     ADJUSTED  
 OZ0962* NAVD 88     -      2073.5    (meters)    6803.     (feet)  VERTCON   
 OZ0962  ___________________________________________________________________
 OZ0962  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 OZ0962  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 OZ0962
 OZ0962  HORZ ORDER  -  SECOND
 OZ0962
 OZ0962.The horizontal coordinates were established by classical geodetic methods
 OZ0962.and adjusted by the National Geodetic Survey in July 1992..
 OZ0962
 OZ0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0962
 OZ0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0962
 OZ0962.The geoid height was determined by GEOID03.
 OZ0962
 OZ0962;                    North         East     Units Scale Factor Converg.
 OZ0962;SPC ID C     -   172,261.345   425,861.174   MT  1.00001496   -0 37 29.3
 OZ0962;UTM  11      - 4,786,680.715   669,564.782   MT  0.99995370   +1 25 47.1
 OZ0962
 OZ0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0962!SPC ID C     -   0.99967721  x   1.00001496  =   0.99969217
 OZ0962!UTM  11      -   0.99967721  x   0.99995370  =   0.99963093
 OZ0962
 OZ0962                          SUPERSEDED SURVEY CONTROL
 OZ0962
 OZ0962  NAD 83(1986)-  43 12 49.92749(N)    114 54 44.77201(W) AD(       ) 2
 OZ0962  NAD 27      -  43 12 50.28917(N)    114 54 41.54182(W) AD(       ) 2
 OZ0962  NGVD 29 (07/19/86) 2072.4    (m)         6799.     (f) VERT ANG       
 OZ0962
 OZ0962.Superseded values are not recommended for survey control.
 OZ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0962.See file dsdata.txt to determine how the superseded data were derived.
 OZ0962
 OZ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6956586681(NAD 83)
 OZ0962
 OZ0962  HISTORY     - Date     Condition        Report By
 OZ0962  HISTORY     - 1915     MONUMENTED       CGS
 OZ0962  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OZ0962  HISTORY     - 1982     GOOD             NGS
 OZ0962
 OZ0962                          STATION DESCRIPTION
 OZ0962
 OZ0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 OZ0962'SEE STATION GREEN.
 OZ0962
 OZ0962                          STATION RECOVERY (1959)
 OZ0962
 OZ0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ0962'LOCATED, AIRLINE, ABOUT 21 MILES NORTH NORTHWEST OF GOODING,
 OZ0962'11 MILES SOUTH SOUTHWEST OF FAIRFIELD, 9 MILES SOUTHEAST OF
 OZ0962'HILL CITY AND ON A ROCKY KNOB NEAR THE EAST END OF A FLAT-TOPPED
 OZ0962'RIDGE ON THE SOUTH SIDE OF CAMAS PRAIRIE VALLEY.
 OZ0962'
 OZ0962'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 OZ0962'GREEN 1915, DISTANCE BEING 7.9 FEET, (2.408) METERS SOUTH
 OZ0962'SOUTHWEST.  THE CAIRN IS 6 FEET IN HEIGHT.
 OZ0962
 OZ0962                          STATION RECOVERY (1982)
 OZ0962
 OZ0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 OZ0962'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1959 DATA.  A
 OZ0962'PRECISE TRAVERSE WAS MADE TO STATION GREEN 1915.
 OZ0962'
 OZ0962'THE STATION IS LOCATED ABOUT 16.9 KM (10 1/2 MI) SOUTHWEST OF
 OZ0962'FAIRFIELD, 16.1 KM (10 MI) SOUTHEAST OF HILL CITY, 1.6 KM (1.0 MI)
 OZ0962'NORTH OF THE GOODING COUNTY LINE, ON DAVIS MOUNTAIN, AND IN THE
 OZ0962'SW 1/4 SEC 28, T2S, R13E.  THE STATION IS ON PUBLIC LAND AND
 OZ0962'ADMINISTERED BY THE BUREAU OF LAND MANAGEMENT.
 OZ0962'OWNERSHIP--BUREAU OF LAND MANAGEMENT, 3948 DEVELOPMENT, BOISE,
 OZ0962'IDAHO, TELEPHONE (208) 334-1497 (FIRE OFFICE).
 OZ0962'
 OZ0962'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE IN
 OZ0962'HILL CITY, GO NORTHEAST ON HIGHWAY 20 FOR 0.3 KM (0.2 MI) TO A
 OZ0962'DIRT CROSSROAD.  TURN RIGHT, SOUTH, FOR 5.1 KM (3.2 MI) TO A
 OZ0962'CROSSROAD.  TURN LEFT, EAST, ON A DIRT ROAD FOR 1.3 KM (0.8 MI)
 OZ0962'TO A ROAD RIGHT.  TURN RIGHT, SOUTH, ON A DIRT ROAD FOR 4.7 KM
 OZ0962'(2.9 MI) TO A CATTLE GUARD AT THE ROADS CREST.  CONTINUE AHHEAD
 OZ0962'FOR 3.1 KM (1.9 MI) TO A SIDE ROAD RIGHT AND A SIGN FOR HILL CITY,
 OZ0962'DEMPSEY, AND MEADOWS.  CONTINUE AHEAD, SOUTHEAST, FOR 1..4 KM
 OZ0962'(0.9 MI) TO A TRACK ROAD LEFT.  TURN LEFT, EASTERLY, FOR 1.4 KM
 OZ0962'(0.9 MI) TO A CATTLE GUARD.  CONTINUE AHEAD ON THE MAIN TRAVELED
 OZ0962'ROAD FOR 8.2 KM (5.1 MI) TO A T-ROAD AND SIGN DAVIS MTN. 2.  TURN
 OZ0962'RIGHT FOR 3.4 KM (2.1 MI) TO A DIM FORK LEFT.  BEAR RIGHT
 OZ0962'EASTERLY, FOR 1.4 KM (0.9 MI) TO A DIM FORK LEFT, IN A
 OZ0962'SADDLE.  TURN LEFT FOR 0.3 KM (0.2 MI) TO A FORK.  TURN LEFT FOR
 OZ0962'0.5 KM (0.3 MI) TO ETT AT A SMALL BUILDING AND A MAST. FROM HERE
 OZ0962'PACK UPHILL, NORTHEAST, FOR 75 M (250 FT) TO THE STATION.
 OZ0962'
 OZ0962'THE STATION IS A ROCK CAIRN, 1.8 M (6 FT) HIGH BY 2.4 M (8 FT(
 OZ0962'DIAMETER WITH A TRIANGLE ETCHED IN A MASS OF CONCRETE ATOP THE
 OZ0962'CAIRN.
 OZ0962'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 30 CM IN DIAMETER
 OZ0962'FLUSH WITH GROUND.
 OZ0962'
 OZ0962'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE ARE NO
 OZ0962'REFERENCE MARKS FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1274 ***********************************************************************
 RA1274  DESIGNATION -  GREGORY
 RA1274  PID         -  RA1274
 RA1274  STATE/COUNTY-  ID/IDAHO
 RA1274  USGS QUAD   -  JOSEPH (1963)
 RA1274
 RA1274                         *CURRENT SURVEY CONTROL
 RA1274  ___________________________________________________________________
 RA1274* NAD 83(1992)-  45 46 10.40345(N)    116 22 57.67871(W)     ADJUSTED  
 RA1274* NAVD 88     -      1598.3    (meters)    5244.     (feet)  VERTCON   
 RA1274  ___________________________________________________________________
 RA1274  LAPLACE CORR-          -7.49  (seconds)                    DEFLEC99
 RA1274  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 RA1274
 RA1274  HORZ ORDER  -  FIRST
 RA1274
 RA1274.The horizontal coordinates were established by classical geodetic methods
 RA1274.and adjusted by the National Geodetic Survey in July 1992..
 RA1274
 RA1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1274
 RA1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1274
 RA1274.The geoid height was determined by GEOID03.
 RA1274
 RA1274;                    North         East     Units Scale Factor Converg.
 RA1274;SPC ID W     -   456,023.115   750,790.104   MT  0.99996309   -0 27 12.1
 RA1274;SPC OR N     -   241,840.334 2,820,107.224   MT  0.99994958   +2 55 11.8
 RA1274;SPC OR N     -   793,439.42  9,252,320.29   iFT  0.99994958   +2 55 11.8
 RA1274;UTM  11      - 5,068,629.436   547,997.878   MT  0.99962832   +0 26 32.4
 RA1274
 RA1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1274!SPC ID W     -   0.99975201  x   0.99996309  =   0.99971511
 RA1274!SPC OR N     -   0.99975201  x   0.99994958  =   0.99970160
 RA1274!UTM  11      -   0.99975201  x   0.99962832  =   0.99938042
 RA1274
 RA1274|---------------------------------------------------------------------|
 RA1274| PID    Reference Object                     Distance      Geod. Az  |
 RA1274|                                                           dddmmss.s |
 RA1274| CH7450 GREGORY RM 1                          6.488 METERS 24829     |
 RA1274| CH7451 GREGORY RM 2                          9.724 METERS 33854     |
 RA1274| CH7449 GREGORY AZ MK                                      3440324.5 |
 RA1274|---------------------------------------------------------------------|
 RA1274
 RA1274                          SUPERSEDED SURVEY CONTROL
 RA1274
 RA1274  NAD 83(1991)-  45 46 10.40421(N)    116 22 57.67799(W) AD(       ) 1
 RA1274  NAD 83(1986)-  45 46 10.40418(N)    116 22 57.67771(W) AD(       ) 1
 RA1274  NAD 27      -  45 46 10.82734(N)    116 22 54.16315(W) AD(       ) 1
 RA1274  NGVD 29 (07/19/86) 1597.2    (m)         5240.     (f) VERT ANG       
 RA1274
 RA1274.Superseded values are not recommended for survey control.
 RA1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1274.See file dsdata.txt to determine how the superseded data were derived.
 RA1274
 RA1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL4799868629(NAD 83)
 RA1274_MARKER: DS = TRIANGULATION STATION DISK
 RA1274_SETTING: 0 = UNSPECIFIED SETTING
 RA1274
 RA1274  HISTORY     - Date     Condition        Report By
 RA1274  HISTORY     - 1945     MONUMENTED       CGS
 RA1274
 RA1274                          STATION DESCRIPTION
 RA1274
 RA1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1274'STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL FLAT-TOPPED
 RA1274'ROCKY PROJECTION OF THE RIDGE FORMING THE W RIM OF THE SALMON RIVER.
 RA1274'IT IS ABOUT 4 MILES W OF WHITE BIRD.  THE POINT LOOKS INTO THE
 RA1274'SALMON RIVER TO THE E AND SE AND IS ON THE TANGENT OF THE CENTER
 RA1274'LINE OF THE BRIDGE ACROSS THE SALMON RIVER.
 RA1274'
 RA1274'STATION MARK IS A BRONZE STATION DISK BRAZED TO A 3-INCH IRON PIPE
 RA1274'AND IS 14 FEET NW OF THE EDGE OF THE CLIFF.  IT IS STAMPED GREGORY
 RA1274'1945 AND PROJECTS 6 INCHES.
 RA1274'
 RA1274'REFERENCE MARK 1 IS SW OF THE STATION, 8 FEET NW OF THE EDGE OF THE
 RA1274'RIM, AND ON THE SAME LEVEL AS THE STATION.  IT IS A BRONZE REFERENCE
 RA1274'DISK BRAZED TO A 3-INCH IRON PIPE PROJECTING 12 INCHES.  DISK IS
 RA1274'STAMPED GREGORY NO 1 1945.
 RA1274'
 RA1274'REFERENCE MARK 2 IS N OF THE STATION AND ON THE SAME LEVEL.  IT IS
 RA1274'A BRONZE REFERENCE DISK BRAZED TO THE TOP OF A 3-INCH IRON PIPE
 RA1274'PROJECTING 8 INCHES.  DISK IS STAMPED GREGORY NO 2 1945.
 RA1274'
 RA1274'AZIMUTH MARK, SET IN OUTCROPPING BEDROCK NEAR THE SW EDGE OF A ROCKY
 RA1274'RIDGE SHOWING VOLCANIC ORIGIN, IS 3 FEET NE OF THE EDGE OF THE
 RA1274'OUTCROP, 2.5 FEET SE OF A WITNESS POST, AND 200 FEET E OF THE DIM
 RA1274'TRACK ROAD LEADING TO THE STATION, AND ABOUT 75 FEET ABOVE.  DISK
 RA1274'IS STAMPED GREGORY 1945.  A BRONZE AZIMUTH DISK.
 RA1274'
 RA1274'TO REACH THE STATION FROM THE TEXACO SERVICE STATION IN WHITE BIRD,
 RA1274'GO S ON U.S. HIGHWAY 95 FOR 1.75 MILES TO THE BRIDGE OVER THE SALMON
 RA1274'RIVER, TURN RIGHT, CROSSING THE BRIDGE, AND FOLLOW MAIN TRAVELED
 RA1274'ROAD N AND W FOR 9.15 MILES TO A T-JUNCTION AND A SIGN CANSFIELD
 RA1274'AT THE SUMMIT.  TURN LEFT 0.7 MILE TO A DIM T-ROAD LEFT AND A
 RA1274'SMALL CABIN ON THE RIGHT, TURN LEFT 0.3 MILE TO A WIRE GATE,
 RA1274'PASS THROUGH GATE AND CONTINUE TRACK ROAD 0.2 MILE TO A WIRE GATE
 RA1274'ON THE RIGHT, PASS THROUGH GATE AND CONTINUE 0.3 MILE TO A
 RA1274'CORNER, TURN LEFT 0.3 MILE TO THE TOP OF A LOW RIDGE AFTER
 RA1274'CROSSING A DEEP WASH.  FROM HERE BEAR RIGHT (SW) FOR 0.3 MILE UP
 RA1274'CREST OF RIDGE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE UP
 RA1274'RIDGE 0.6 MILE TO A WIRE GATE ON THE LEFT, PASS GATE AND FOLLOW
 RA1274'RIDGE, KEEPING JUST E OF WIRE FENCE, FOR 0.25 MILE TO THE AZIMUTH
 RA1274'MARK ON THE LEFT.  CONTINUE ALONG DIM TRACK ROAD 0.5 MILE TO A
 RA1274'GROVE OF PINE TREES AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 RA1274'ABOUT 150 YARDS TO THE TOP OF THE RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0664 ***********************************************************************
 QA0664  DESIGNATION -  GRENADE
 QA0664  PID         -  QA0664
 QA0664  STATE/COUNTY-  ID/VALLEY
 QA0664  USGS QUAD   -  ARTILLERY DOME (1990)
 QA0664
 QA0664                         *CURRENT SURVEY CONTROL
 QA0664  ___________________________________________________________________
 QA0664* NAD 83(1992)-  44 39 46.82700(N)    115 14 22.98401(W)     ADJUSTED  
 QA0664* NAVD 88     -      2764.6    (meters)    9070.     (feet)  VERTCON   
 QA0664  ___________________________________________________________________
 QA0664  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 QA0664  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 QA0664
 QA0664  HORZ ORDER  -  THIRD
 QA0664
 QA0664.The horizontal coordinates were established by classical geodetic methods
 QA0664.and adjusted by the National Geodetic Survey in July 1992..
 QA0664
 QA0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0664
 QA0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0664
 QA0664.The geoid height was determined by GEOID03.
 QA0664
 QA0664;                    North         East     Units Scale Factor Converg.
 QA0664;SPC ID W     -   332,985.861   840,466.593   MT  0.99995346   +0 21 31.3
 QA0664;UTM  11      - 4,947,023.003   639,548.297   MT  0.99983948   +1 14 15.2
 QA0664
 QA0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0664!SPC ID W     -   0.99956886  x   0.99995346  =   0.99952234
 QA0664!UTM  11      -   0.99956886  x   0.99983948  =   0.99940841
 QA0664
 QA0664:                Primary Azimuth Mark                     Grid Az
 QA0664:SPC ID W     -  WALKERS PK                               265 47 08.7
 QA0664:UTM  11      -  WALKERS PK                               264 54 24.8
 QA0664
 QA0664|---------------------------------------------------------------------|
 QA0664| PID    Reference Object                     Distance      Geod. Az  |
 QA0664|                                                           dddmmss.s |
 QA0664| QA0791 WALKERS PK                          APPROX. 9.0 KM 2660840.0 |
 QA0664|---------------------------------------------------------------------|
 QA0664
 QA0664                          SUPERSEDED SURVEY CONTROL
 QA0664
 QA0664  NAD 83(1986)-  44 39 46.82956(N)    115 14 22.98018(W) AD(       ) 3
 QA0664  NGVD 29 (01/23/89) 2763.1    (m)         9065.     (f) VERT ANG       
 QA0664
 QA0664.Superseded values are not recommended for survey control.
 QA0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0664.See file dsdata.txt to determine how the superseded data were derived.
 QA0664
 QA0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK3954847023(NAD 83)
 QA0664_MARKER: DS = TRIANGULATION STATION DISK
 QA0664_SETTING: 0 = UNSPECIFIED SETTING
 QA0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0664
 QA0664  HISTORY     - Date     Condition        Report By
 QA0664  HISTORY     - 1960     MONUMENTED       USGS
 QA0664
 QA0664                          STATION DESCRIPTION
 QA0664
 QA0664'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 QA0664'LOCATED ABOUT 14.0 MI. E. OF LANDMARK RANGER STATION, ABOUT 10.5 MI.
 QA0664'NW. OF SEAFOAM RANGER STATION, AND ABOUT 10.5 MI. WSW. OF MCCALL
 QA0664'RANCH, ON THE SAME TOP AS ARTILLARY DOME L.O.H., THIS L.O.T. HAS NOT
 QA0664'BEEN OCCUPIED FOR SOME YEARS.
 QA0664'
 QA0664'SIGNS, ABOUT 4.0 MI. PACK, MAY ALSO BE REACHED BY FOLLOWING RIDGE TO
 QA0664'THE E. AND CONTOURING THE TOPS OF THE S. SIDES TO A DEEP SADDLE AT THE
 QA0664'HEAD OF DEER HORN CREEK AND THE TRAIL.
 QA0664'
 QA0664'STATION MARK--STANDARD TABLET STAMPED---GRENADE 1960---, SET IN A
 QA0664'LARGE BURIED BOULDER ABOUT 0.1 FT. ABOVE GROUND.
 QA0664'
 QA0664'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 QA0664'1960---, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, 52.40 FT. FROM
 QA0664'STATION MARK IN BEARING N 37 DEG 14 MIN W AND 15.4
 QA0664'FT. BELOW THE STATION.
 QA0664'
 QA0664'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 QA0664'1960---, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, 91.57 FT. FROM
 QA0664'STATION MARK IN BEARING N 80 DEG 39 MIN E AND 18.5
 QA0664'FT. BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0789 ***********************************************************************
 QA0789  DESIGNATION -  GREYHOUND
 QA0789  PID         -  QA0789
 QA0789  STATE/COUNTY-  ID/CUSTER
 QA0789  USGS QUAD   -  GREYHOUND MOUNTAIN (1990)
 QA0789
 QA0789                         *CURRENT SURVEY CONTROL
 QA0789  ___________________________________________________________________
 QA0789* NAD 83(1992)-  44 35 49.83385(N)    115 07 11.41472(W)     ADJUSTED  
 QA0789* NAVD 88     -      2743.2    (meters)    9000.     (feet)  VERTCON   
 QA0789  ___________________________________________________________________
 QA0789  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 QA0789  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 QA0789
 QA0789  HORZ ORDER  -  SECOND
 QA0789
 QA0789.The horizontal coordinates were established by classical geodetic methods
 QA0789.and adjusted by the National Geodetic Survey in July 1992..
 QA0789
 QA0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0789
 QA0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0789
 QA0789.The geoid height was determined by GEOID03.
 QA0789
 QA0789;                    North         East     Units Scale Factor Converg.
 QA0789;SPC ID C     -   326,158.828   411,092.469   MT  1.00004454   -0 47 10.7
 QA0789;UTM  11      - 4,939,922.688   649,220.629   MT  0.99987383   +1 19 13.2
 QA0789
 QA0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0789!SPC ID C     -   0.99957218  x   1.00004454  =   0.99961671
 QA0789!UTM  11      -   0.99957218  x   0.99987383  =   0.99944607
 QA0789
 QA0789|---------------------------------------------------------------------|
 QA0789| PID    Reference Object                     Distance      Geod. Az  |
 QA0789|                                                           dddmmss.s |
 QA0789| CD5187 GREYHOUND RM 1                        4.220 METERS 07810     |
 QA0789| CD5188 GREYHOUND RM 2                       16.971 METERS 19021     |
 QA0789| CD5186 GREYHOUND AZ MK                                    2322625.2 |
 QA0789|---------------------------------------------------------------------|
 QA0789
 QA0789                          SUPERSEDED SURVEY CONTROL
 QA0789
 QA0789  NAD 83(1986)-  44 35 49.84000(N)    115 07 11.40808(W) AD(       ) 2
 QA0789  NAD 27      -  44 35 50.16266(N)    115 07 08.05184(W) AD(       ) 2
 QA0789  NGVD 29 (07/19/86) 2741.7    (m)         8995.     (f) VERT ANG       
 QA0789
 QA0789.Superseded values are not recommended for survey control.
 QA0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0789.See file dsdata.txt to determine how the superseded data were derived.
 QA0789
 QA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK4922139923(NAD 83)
 QA0789_MARKER: DS = TRIANGULATION STATION DISK
 QA0789_SETTING: 80 = SET IN A BOULDER
 QA0789_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QA0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0789
 QA0789  HISTORY     - Date     Condition        Report By
 QA0789  HISTORY     - 1959     MONUMENTED       CGS
 QA0789  HISTORY     - 1960     GOOD             USGS
 QA0789
 QA0789                          STATION DESCRIPTION
 QA0789
 QA0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0789'THE STATION IS LOCATED ABOUT 31 MILES AIRLINE, SOUTHEAST OF
 QA0789'YELLOW PINE, 28 MILES AIRLINE, NORTH-NORTHWEST OF STANLEY
 QA0789'AND 28 MILES AIRLINE, EAST-SOUTHEAST OF WARM LAKE RESORT,
 QA0789'ON THE HIGHEST POINT OF GREYHOUND MOUNTAIN, AT THE SITE OF THE
 QA0789'U.S. FOREST SERVICE GREYHOUND LOOKOUT HOUSE.
 QA0789'
 QA0789'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LOWMAN, GO
 QA0789'EAST ON STATE HIGHWAY 17 FOR 0.15 MILE TO A ROAD JUNCTION ON
 QA0789'THE LEFT AT A SIGN STANLEY ROAD, JUST AFTER CROSSING A RIVER
 QA0789'BRIDGE.  TURN LEFT AND FOLLOW THE STANLEY ROAD NORTHERLY FOR
 QA0789'20 MILES TO THE BEAR VALLEY DREDGEING COMPANY.  CONTINUE
 QA0789'NORTHERLY ON THE STANLEY ROAD FOR 20.4 MILES TO A FOREST SERVICE
 QA0789'SIGN CAPE HORN SUMMIT.  CONTINUE ON THE STANLEY ROAD FOR 6.5
 QA0789'MILES TO A FORK AT A SIGN SEAFOAM RANGER STATION 14.  TURN
 QA0789'LEFT AND GO NORTH FOR 5.2 MILES TO A FORK, JUST AFTER
 QA0789'CROSSING BEAR CREEK.  TURN LEFT AND GO 7.9 MILES TO A
 QA0789'CROSSROAD.  CONTINUE STRAIGHT AHEAD, ACROSS SEAFOAM CREEK, AND
 QA0789'GO 4 MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN GREYHOUND
 QA0789'LOOKOUT.  TURN RIGHT AND GO 3.8 MILES TO A FORK AT AN OLD
 QA0789'MINEING CAMP.  TURN LEFT AND GO UPGRADE FOR 3.1 MILES TO
 QA0789'THE TOP OF THE RIDGE AND A REVERSE Y FORK ON THE RIGHT.
 QA0789'TURN SHARP RIGHT AND FOLLOW THE RIDGE ROAD FOR 0.7 MILE
 QA0789'TO THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTHERLY
 QA0789'ON A TRAIL WHICH PASSES AROUND THE WEST SIDE OF A ROCKY KNOB,
 QA0789'(THE AZIMUTH MARK IS AT THIS KNOB), THEN BEARS EAST AND
 QA0789'NORTHEAST ALONG THE EAST SIDE OF THE RIDGE TO A SADDLE, AND
 QA0789'THEN ALONG THE SOUTH SIDE OF THE RIDGE TO THE LOOKOUT
 QA0789'HOUSE AND THE STATION.  NOTE--45 MINUTE PACK.
 QA0789'
 QA0789'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED GREYHOUND
 QA0789'1959, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  MARK IS
 QA0789'60 FEET NORTH OF THE LOOKOUT HOUSE, AND 20 FEET WEST OF A
 QA0789'FLAG POLE.
 QA0789'
 QA0789'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 QA0789'GREYHOUND NO 1 1959, CEMENTED IN A DRILL HOLE IN AN OUTCROPPING
 QA0789'BOULDER.  MARK IS 5 FEET WEST-SOUTHWEST OF A FLAG POLE, AND
 QA0789'ABOUT 2-1/2 FEET HIGHER THAN THE STATION.
 QA0789'
 QA0789'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 QA0789'GREYHOUND NO 2 1959, CEMENTED IN A DRILL HOLE IN AN OUTCROPPING
 QA0789'BOULDER.  MARK IS 8 FEET NORTH OF THE NORTH SIDE OF THE LOOKOUT
 QA0789'HOUSE, AND ABOUT 5 FEET LOWER THAN THE WALKWAY AROUND THE
 QA0789'LOOKOUT HOUSE.
 QA0789'
 QA0789'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED GREYHOUND
 QA0789'1959, CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOULDER, AT
 QA0789'THE FIRST ROCKY OUTCROPPING AFTER LEAVING THE END OF TRUCK
 QA0789'TRAVEL.
 QA0789'
 QA0789'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 QA0789
 QA0789                          STATION RECOVERY (1960)
 QA0789
 QA0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QA0789'NOTE BY USGS, 1960--STATION FOUND AS DESCRIBED WITH THE FOLLOWING
 QA0789'EXCEPTIONS -- REFERENCE MARK NO. 1 FOUND TO BE 13.73 FT. FROM STATION
 QA0789'MARK AND REFERENCE MARK NO. 2 FOUND TO BE 55.35 FT. FROM STATION MARK.
 QA0789'
 QA0789'STATION MARK--A STANDARD BRONZE DISK STAMPED---GREYHOUND 1959---,
 QA0789'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0788 ***********************************************************************
 QA0788  DESIGNATION -  GREYHOUND LOOKOUT
 QA0788  PID         -  QA0788
 QA0788  STATE/COUNTY-  ID/CUSTER
 QA0788  USGS QUAD   -  GREYHOUND MOUNTAIN (1990)
 QA0788
 QA0788                         *CURRENT SURVEY CONTROL
 QA0788  ___________________________________________________________________
 QA0788* NAD 83(1992)-  44 35 49.09691(N)    115 07 11.64348(W)     ADJUSTED  
 QA0788* NAVD 88     -                                                        
 QA0788  ___________________________________________________________________
 QA0788  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 QA0788  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 QA0788
 QA0788  HORZ ORDER  -  THIRD
 QA0788
 QA0788.The horizontal coordinates were established by classical geodetic methods
 QA0788.and adjusted by the National Geodetic Survey in July 1992..
 QA0788
 QA0788
 QA0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0788
 QA0788.The geoid height was determined by GEOID03.
 QA0788
 QA0788;                    North         East     Units Scale Factor Converg.
 QA0788;SPC ID C     -   326,136.151   411,087.112   MT  1.00004455   -0 47 10.9
 QA0788;SPC ID W     -   325,714.578   850,025.049   MT  0.99996410   +0 26 32.7
 QA0788;UTM  11      - 4,939,899.833   649,216.110   MT  0.99987381   +1 19 13.0
 QA0788
 QA0788                          SUPERSEDED SURVEY CONTROL
 QA0788
 QA0788  NAD 83(1986)-  44 35 49.09844(N)    115 07 11.64115(W) AD(       ) 4
 QA0788  NAD 27      -  44 35 49.42205(N)    115 07 08.27427(W) AD(       ) 3
 QA0788
 QA0788.Superseded values are not recommended for survey control.
 QA0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0788.See file dsdata.txt to determine how the superseded data were derived.
 QA0788
 QA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK4921639900(NAD 83)
 QA0788
 QA0788  HISTORY     - Date     Condition        Report By
 QA0788  HISTORY     - 1959     MONUMENTED       CGS
 QA0788
 QA0788                          STATION DESCRIPTION
 QA0788
 QA0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0788'A WOODEN STRUCTURE 20 X 20 FOOT SQUARE, CONSTRUCTED BY THE
 QA0788'U.S. FOREST SERVICE BUT NOT NOW IN USE.  STRUCTURE IS WHITE
 QA0788'IN COLOR AND HAS A GREEN ROOF AND OUTBUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0898 ***********************************************************************
 OZ0898  DESIGNATION -  GREYLOCK
 OZ0898  PID         -  OZ0898
 OZ0898  STATE/COUNTY-  ID/ELMORE
 OZ0898  USGS QUAD   -  ATLANTA EAST (1972)
 OZ0898
 OZ0898                         *CURRENT SURVEY CONTROL
 OZ0898  ___________________________________________________________________
 OZ0898* NAD 83(1992)-  43 50 38.98287(N)    115 05 45.15232(W)     ADJUSTED  
 OZ0898* NAVD 88     -      2855.2    (meters)    9367.     (feet)  VERTCON   
 OZ0898  ___________________________________________________________________
 OZ0898  LAPLACE CORR-          11.63  (seconds)                    DEFLEC99
 OZ0898  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 OZ0898
 OZ0898  HORZ ORDER  -  THIRD
 OZ0898
 OZ0898.The horizontal coordinates were established by classical geodetic methods
 OZ0898.and adjusted by the National Geodetic Survey in July 1992..
 OZ0898
 OZ0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0898
 OZ0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0898
 OZ0898.The geoid height was determined by GEOID03.
 OZ0898
 OZ0898;                    North         East     Units Scale Factor Converg.
 OZ0898;SPC ID W     -   242,085.417   852,598.494   MT  0.99996735   +0 27 11.2
 OZ0898;UTM  11      - 4,856,326.606   653,061.673   MT  0.99988816   +1 19 09.3
 OZ0898
 OZ0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0898!SPC ID W     -   0.99955460  x   0.99996735  =   0.99952196
 OZ0898!UTM  11      -   0.99955460  x   0.99988816  =   0.99944281
 OZ0898
 OZ0898:                Primary Azimuth Mark                     Grid Az
 OZ0898:SPC ID W     -  ROSSVIEW 2                               117 58 23.4
 OZ0898:UTM  11      -  ROSSVIEW 2                               117 06 25.3
 OZ0898
 OZ0898|---------------------------------------------------------------------|
 OZ0898| PID    Reference Object                     Distance      Geod. Az  |
 OZ0898|                                                           dddmmss.s |
 OZ0898| OZ0982 ROSSVIEW 2                          APPROX. 6.7 KM 1182534.6 |
 OZ0898|---------------------------------------------------------------------|
 OZ0898
 OZ0898                          SUPERSEDED SURVEY CONTROL
 OZ0898
 OZ0898  NAD 83(1986)-  43 50 38.98152(N)    115 05 45.14917(W) AD(       ) 3
 OZ0898  NGVD 29 (02/23/89) 2853.8    (m)         9363.     (f) VERT ANG       
 OZ0898
 OZ0898.Superseded values are not recommended for survey control.
 OZ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0898.See file dsdata.txt to determine how the superseded data were derived.
 OZ0898
 OZ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ5306256327(NAD 83)
 OZ0898_MARKER: DS = TRIANGULATION STATION DISK
 OZ0898_SETTING: 0 = UNSPECIFIED SETTING
 OZ0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0898
 OZ0898  HISTORY     - Date     Condition        Report By
 OZ0898  HISTORY     - 1936     MONUMENTED       USGS
 OZ0898
 OZ0898                          STATION DESCRIPTION
 OZ0898
 OZ0898'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 OZ0898'LOCATED ABOUT 3.5 MI. NNE. OF ATLANTA, ON THE MOST NORTHERLY OF TWO
 OZ0898'MAIN PEAKS OF GREYLOCK MTN., WHICH IS AT THE SOUTHERN END OF THE HIGH
 OZ0898'RANGE OF PEAKS ON DIVIDE BETWEEN MIDDLE FORK BOISE RIVER AND QUEENS
 OZ0898'RIVER.  THE SOUTHERN PEAK, WHICH IS PROMINENTLY VISIBLE FROM ATLANTA,
 OZ0898'IS GENERALLY REFERRED TO AS GREYLOCK.  THE SUMMIT OF THE STATION PEAK
 OZ0898'IS A JAGGED ROCK LEDGE OF BROWNISH COLORED ROCK ABOUT 135 FT. IN N-S.
 OZ0898'LENGTH AND VERY NARROW, THE STATION IS ON CREST 50 FT. FROM SOUTHERN
 OZ0898'END.
 OZ0898'
 OZ0898'TO REACH STATION FROM ATLANTA, FOLLOW RD. NORTHERLY ACROSS MIDDLE FORK
 OZ0898'BOISE RIVER TO AIRPLANE LANDING FIELD, THENCE EITHER ACROSS FIELD OR
 OZ0898'AROUND WESTERN END AND UP DRAW AS FAR AS TRUCK CAN BE TAKEN, CONTINUE
 OZ0898'ON TRAIL WHICH PASSES OVER SUMMIT OF RIDGE TO W. OF GREYLOCK MTN.  AT
 OZ0898'SUMMIT LEAVE TRAIL AND GO EASTWARD UP GRADE THROUGH OPEN COUNTRY TO
 OZ0898'SUMMIT W. OF FIRST PEAK, THENCE ALONG THIS RIDGE, OVER FIRST PEAK AND
 OZ0898'THROUGH SADDLE TO SECOND PEAK AND STATION.
 OZ0898'
 OZ0898'STATION MARK--STANDARD TABLET STAMPED---GREYLOCK 1936---, CEMENTED
 OZ0898'IN ROCK IN PLACE.
 OZ0898'
 OZ0898'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 OZ0898'---NO 1---, CEMENTED IN TOP OF ROCK, 16.01 FT. FROM STATION MARK IN
 OZ0898'BEARING 19 DEGREES S. 54 MINUTES S.
 OZ0898'
 OZ0898'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 OZ0898'---NO 2---, CEMENTED IN SIDE OF ROCK, 23.15 FT. FROM STATION MARK IN
 OZ0898'BEARING 1 DEGREE N. 19 MINUTES W.
 OZ0898'
 OZ0898'NOTE--MEASUREMENTS FROM REFERENCE MARKS INDICATE THAT THE STATION
 OZ0898'MARK IS CENTERED UNDER A LARGE CAIRN.  CAIRN WAS NOT REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1467 ***********************************************************************
 SV1467  DESIGNATION -  GRIFFITH PEAK LOOKOUT TOWER
 SV1467  PID         -  SV1467
 SV1467  STATE/COUNTY-  ID/SHOSHONE
 SV1467  USGS QUAD   -  FASET PEAK (1996)
 SV1467
 SV1467                         *CURRENT SURVEY CONTROL
 SV1467  ___________________________________________________________________
 SV1467* NAD 83(1992)-  47 54 37.83109(N)    116 16 27.22131(W)     ADJUSTED  
 SV1467* NAVD 88     -                                                        
 SV1467  ___________________________________________________________________
 SV1467  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 SV1467  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 SV1467
 SV1467  HORZ ORDER  -  THIRD
 SV1467
 SV1467.The horizontal coordinates were established by classical geodetic methods
 SV1467.and adjusted by the National Geodetic Survey in July 1992..
 SV1467
 SV1467
 SV1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1467
 SV1467.The geoid height was determined by GEOID03.
 SV1467
 SV1467;                    North         East     Units Scale Factor Converg.
 SV1467;SPC ID W     -   693,950.346   760,814.347   MT  0.99995219   -0 23 20.5
 SV1467;UTM  11      - 5,306,608.616   554,232.738   MT  0.99963614   +0 32 19.0
 SV1467
 SV1467                          SUPERSEDED SURVEY CONTROL
 SV1467
 SV1467  NAD 83(1986)-  47 54 37.83567(N)    116 16 27.21284(W) AD(       ) 4
 SV1467  NAD 27      -  47 54 38.14453(N)    116 16 23.54517(W) AD(       ) 3
 SV1467
 SV1467.Superseded values are not recommended for survey control.
 SV1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1467.See file dsdata.txt to determine how the superseded data were derived.
 SV1467
 SV1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP5423306609(NAD 83)
 SV1467
 SV1467  HISTORY     - Date     Condition        Report By
 SV1467  HISTORY     - 1940     MONUMENTED       CGS
 SV1467
 SV1467                          STATION DESCRIPTION
 SV1467
 SV1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1467'GRIFFITH PEAK FOREST SERVICE LOOKOUT TOWER IS IN THE COEUR D ALENE
 SV1467'NATIONAL FOREST, 5 MILES N OF THE MAGEE RANGER STATION, 10 MILES
 SV1467'ESE OF THE S END OF PEND OREILLE LAKE, AND 3 MILES NE OF THE
 SV1467'BONNER-KOOTENAI AND SHOSHONE COUNTY LINE.  IT IS ON A BARE E-W
 SV1467'RIDGE.  THE TOP OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0825 ***********************************************************************
 QA0825  DESIGNATION -  GRIMES
 QA0825  PID         -  QA0825
 QA0825  STATE/COUNTY-  ID/BOISE
 QA0825  USGS QUAD   -  GRIMES PASS (1988)
 QA0825
 QA0825                         *CURRENT SURVEY CONTROL
 QA0825  ___________________________________________________________________
 QA0825* NAD 83(1992)-  44 00 35.02827(N)    115 46 35.45729(W)     ADJUSTED  
 QA0825* NAVD 88     -      2242.0    (meters)    7356.     (feet)  VERTCON   
 QA0825  ___________________________________________________________________
 QA0825  LAPLACE CORR-          11.67  (seconds)                    DEFLEC99
 QA0825  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 QA0825
 QA0825  HORZ ORDER  -  THIRD
 QA0825
 QA0825.The horizontal coordinates were established by classical geodetic methods
 QA0825.and adjusted by the National Geodetic Survey in July 1992..
 QA0825
 QA0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0825
 QA0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0825
 QA0825.The geoid height was determined by GEOID03.
 QA0825
 QA0825;                    North         East     Units Scale Factor Converg.
 QA0825;SPC ID W     -   260,272.960   797,873.749   MT  0.99993339   -0 01 06.3
 QA0825;UTM  11      - 4,873,681.135   598,075.987   MT  0.99971830   +0 51 00.4
 QA0825
 QA0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0825!SPC ID W     -   0.99965095  x   0.99993339  =   0.99958437
 QA0825!UTM  11      -   0.99965095  x   0.99971830  =   0.99936935
 QA0825
 QA0825:                Primary Azimuth Mark                     Grid Az
 QA0825:SPC ID W     -  DEADWOOD LOOKOUT HOUSE                   024 17 17.9
 QA0825:UTM  11      -  DEADWOOD LOOKOUT HOUSE                   023 25 11.2
 QA0825
 QA0825|---------------------------------------------------------------------|
 QA0825| PID    Reference Object                     Distance      Geod. Az  |
 QA0825|                                                           dddmmss.s |
 QA0825| QA0820 DEADWOOD LOOKOUT HOUSE              APPROX.14.1 KM 0241611.6 |
 QA0825| CD5189 GRIMES AZ MK                                       0982554.7 |
 QA0825| QA0827 JACKSON RM 2                         12.742 METERS 22951     |
 QA0825| QA0826 JACKSON                               2.570 METERS 34721     |
 QA0825|---------------------------------------------------------------------|
 QA0825
 QA0825                          SUPERSEDED SURVEY CONTROL
 QA0825
 QA0825  NAD 83(1986)-  44 00 35.02849(N)    115 46 35.45386(W) AD(       ) 3
 QA0825  NAD 27      -  44 00 35.40582(N)    115 46 32.05340(W) AD(       ) 3
 QA0825  NGVD 29 (07/19/86) 2240.8    (m)         7352.     (f) VERT ANG       
 QA0825
 QA0825.Superseded values are not recommended for survey control.
 QA0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0825.See file dsdata.txt to determine how the superseded data were derived.
 QA0825
 QA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ9807673681(NAD 83)
 QA0825_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0825_SETTING: 80 = SET IN A BOULDER
 QA0825_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QA0825
 QA0825  HISTORY     - Date     Condition        Report By
 QA0825  HISTORY     - 1959     MONUMENTED       CGS
 QA0825
 QA0825                          STATION DESCRIPTION
 QA0825
 QA0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0825'THE STATION SITE IS, AIRLINE, ABOUT 4-1/2 MILES NORTHEAST OF
 QA0825'PIONEERVILLE, 12-1/2 MILES NORTH-NORTHEAST OF IDAHO CITY AND
 QA0825'1-1/2 MILES NORTH-NORTHWEST OF THE POINT WHERE THE ROAD FROM
 QA0825'PIONEERVILLE TO PILOT PEAK PASSES OVER COULTER SUMMIT.  IT IS
 QA0825'ON THE WEST ONE OF THE TWO HIGHEST HILLS ON AN EAST-WEST RIDGE
 QA0825'THAT LIES BETWEEN GRIMES CREEK AND CLEAR CREEK.
 QA0825'
 QA0825'TO REACH FROM PIONEERVILLE.  (15.3 MILES NORTH-NORTHWEST OF IDAHO
 QA0825'CITY) AT A ROAD FORK AND SIGN PILOT PK. L.O. 21, TAKE RIGHT
 QA0825'FORK AND GO EASTERLY FOR 8.5 MILES TO SUMMIT OF PASS AND SIGN
 QA0825'COULTER SUMMIT AT A CROSSROAD.  TURN LEFT, WESTERLY, AND FOLLOW
 QA0825'TRACK ROAD ALONG RIDGE AND THROUGH TIMBER FOR 1.0 MILE TO TOP OF
 QA0825'LOW BARE RIDGE WHERE ROAD ENDS AND AZIMUTH MARK.  (FROM HERE
 QA0825'STATION HILL IS VISIBLE AND IS THE LEFT ONE OF TWO HILLS, BOTH
 QA0825'ARE TIMBERED BUT STATION HILL APPEARS TO HAVE AN ISOLATED
 QA0825'CLUMP OF LARGE TREES ON ITS SUMMIT).  CONTINUE ALONG RIDGE TOP
 QA0825'FOR 0.5 MILE TO BASE OF HILL AND END OF TRUCK TRAVEL.  FROM
 QA0825'HERE PACK WESTERLY ALONG SOUTH SLOPE OF HILL TO SADDLE
 QA0825'BETWEEN THE TWO HILLS, THEN WEST UP TO SUMMIT OF THE WEST
 QA0825'HILL AND STATION SITE.
 QA0825'
 QA0825'STATION MARK, A STANDARD DISK STAMPED GRIMES 1959 IS CEMENTED
 QA0825'IN A DRILL HOLE IN A BOULDER 1 FOOT SQUARE AND PROJECTING ABOUT
 QA0825'6 INCHES.  IT IS ABOUT 30 FEET NORTH-NORTHWEST OF THE HIGH POINT
 QA0825'ON THE HILL, ABOUT 40 FEET WEST OF TWIN TREES (8 INCHES IN
 QA0825'DIAMETER AND 4 FOOT ON CENTER.
 QA0825'
 QA0825'REFERENCE MARK, A STANDARD USGS REFERENCE MARK TABLET STAMPED
 QA0825'JACKSON NO. 2 1933 WITH AN ARROW POINTING TOWARD A USGS BENCH
 QA0825'MARK IS CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 4 FEET
 QA0825'LONG, 1 FOOT WIDE AND PROJECTING 2 FEET.  IT IS LOCATED 13 FEET
 QA0825'SOUTHEAST OF THE MOST WESTERLY DEAD TREE ON THE HILL AND 25
 QA0825'FEET WEST OF HIGH POINT ON HILL.  IT IS ABOUT 3 FEET LOWER THAN
 QA0825'THE STATION.
 QA0825'
 QA0825'REFERENCE MARK, A STANDARD USGS BENCH MARK TABLET STAMPED JACKSON
 QA0825'1933 IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 1-1/2
 QA0825'FEET SQUARE AND PROJECTING 2 INCHES.  IT IS LOCATED 45 FEET
 QA0825'ENE OF THE MOST WESTERLY DEAD TREE ON THE HILL AND 35 FEET
 QA0825'NORTH-NORTHWEST OF HIGH POINT ON HILL.
 QA0825'
 QA0825'AZIMUTH MARK, A STANDARD DISK STAMPED GRIMES 1959 IS SET IN THE
 QA0825'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3
 QA0825'INCHES ABOVE GROUND.  IT IS ABOUT 1.2 MILES FROM COULTER PASS,
 QA0825'JUST PAST THE END OF TRACK ROAD AND NEAR NORTHERN END OF GRASSY
 QA0825'RIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0964 ***********************************************************************
 NV0964  DESIGNATION -  GRINDSTONE
 NV0964  PID         -  NV0964
 NV0964  STATE/COUNTY-  ID/ELMORE
 NV0964  USGS QUAD   -  GRINDSTONE BUTTE (1992)
 NV0964
 NV0964                         *CURRENT SURVEY CONTROL
 NV0964  ___________________________________________________________________
 NV0964* NAD 83(1992)-  42 46 12.55692(N)    115 15 16.17293(W)     ADJUSTED  
 NV0964* NAVD 88     -      1066.6    (meters)    3499.     (feet)  VERTCON   
 NV0964  ___________________________________________________________________
 NV0964  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 NV0964  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 NV0964
 NV0964  HORZ ORDER  -  THIRD
 NV0964
 NV0964.The horizontal coordinates were established by classical geodetic methods
 NV0964.and adjusted by the National Geodetic Survey in July 1992..
 NV0964
 NV0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0964
 NV0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0964
 NV0964.The geoid height was determined by GEOID03.
 NV0964
 NV0964;                    North         East     Units Scale Factor Converg.
 NV0964;SPC ID W     -   122,683.629   840,551.774   MT  0.99995356   +0 20 11.3
 NV0964;UTM  11      - 4,736,768.747   642,804.356   MT  0.99985089   +1 11 07.8
 NV0964
 NV0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0964!SPC ID W     -   0.99983530  x   0.99995356  =   0.99978887
 NV0964!UTM  11      -   0.99983530  x   0.99985089  =   0.99968621
 NV0964
 NV0964:                Primary Azimuth Mark                     Grid Az
 NV0964:SPC ID W     -  HORSE                                    007 47 39.0
 NV0964:UTM  11      -  HORSE                                    006 56 42.5
 NV0964
 NV0964|---------------------------------------------------------------------|
 NV0964| PID    Reference Object                     Distance      Geod. Az  |
 NV0964|                                                           dddmmss.s |
 NV0964| NV0967 HORSE                               APPROX. 4.6 KM 0080750.3 |
 NV0964|---------------------------------------------------------------------|
 NV0964
 NV0964                          SUPERSEDED SURVEY CONTROL
 NV0964
 NV0964  NAD 83(1986)-  42 46 12.55667(N)    115 15 16.17192(W) AD(       ) 3
 NV0964  NGVD 29 (01/23/89) 1065.7    (m)         3496.     (f) VERT ANG       
 NV0964
 NV0964.Superseded values are not recommended for survey control.
 NV0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0964.See file dsdata.txt to determine how the superseded data were derived.
 NV0964
 NV0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4280436769(NAD 83)
 NV0964_MARKER: DS = TRIANGULATION STATION DISK
 NV0964_SETTING: 0 = UNSPECIFIED SETTING
 NV0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0964
 NV0964  HISTORY     - Date     Condition        Report By
 NV0964  HISTORY     - 1946     MONUMENTED       USGS
 NV0964
 NV0964                          STATION DESCRIPTION
 NV0964
 NV0964'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV0964'LOCATED ABOUT 10 MI. (AIRLINE) S. OF GLENNS FERRY, ON A PROMINENT
 NV0964'ROCK OUTCROP KNOWN AS GRINDSTONE BUTTE.
 NV0964'
 NV0964'TO REACH FROM HAMMETT, DRIVE W. ON U.S. HIGHWAY 30 FOR 1.2 MI., TURN
 NV0964'LEFT ONTO A GRADED RD. FOR 0.45 MI., TURN RIGHT (W.) 2.1 MI., CROSS
 NV0964'THE INDIAN COVE BRIDGE, TURN LEFT (E.) ALONG THE RIVER FOR 3.2 MI. TO
 NV0964'A BARN ON THE RIGHT AND A WIRE GATE, CONTINUE ACROSS SAILOR CREEK FOR
 NV0964'1.2 MI. ALONG THE RIVER TO A RIGHT TURN UP A DRAW, GO 1.4 MI. TO
 NV0964'SUMMIT NEAR SHEEP GRAZING NOTICE AND A BOUNDARY POST ON THE RIGHT,
 NV0964'FOLLOW RD. FOR 2.6 MI. TO A BLADED RD. COMING IN FROM THE N., CONTINUE
 NV0964'ON MAIN TRAVELED RD. FOR 2.4 MI. TO A ROCK DAM ON THE LEFT, BEAR TO
 NV0964'THE LEFT ON MAIN TRAVELED RD. FOR 1.5 MI. TO A Y-JUNCTION, TAKE RIGHT
 NV0964'FORK 1.1 MI. TO CROSSROADS, TURN RIGHT 0.8 MI. TO A RD. COMING IN FROM
 NV0964'RIGHT, GO STRAIGHT AHEAD FOR 1.6 MI. TO A Y-JUNCTION, TAKE LEFT FORK
 NV0964'5.3 MI. TO TOP OF GRINDSTONE RIDGE, TURN LEFT 0.35 MI. TO A PROMINENT
 NV0964'OUTCROP NAMED GRINDSTONE BUTTE AND STATION.
 NV0964'
 NV0964'STATION MARK--STANDARD TABLET STAMPED---GRINDSTONE 1946---, CEMENTED
 NV0964'IN SOLID ROCK.
 NV0964'
 NV0964'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 NV0964'SOLID ROCK, 11.75 FT. FROM STATION MARK IN BEARING N 81 DEG.
 NV0964'26 MIN. E.
 NV0964'
 NV0964'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 NV0964'SOLID ROCK, 18.10 FT. FROM STATION MARK IN BEARING N 3 DEG.
 NV0964'2 MIN. E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1416 ***********************************************************************
 SV1416  DESIGNATION -  GRIZZLY
 SV1416  PID         -  SV1416
 SV1416  STATE/COUNTY-  ID/SHOSHONE
 SV1416  USGS QUAD   -  GRIZZLY MOUNTAIN (1996)
 SV1416
 SV1416                         *CURRENT SURVEY CONTROL
 SV1416  ___________________________________________________________________
 SV1416* NAD 83(1992)-  47 42 55.46088(N)    116 05 17.35942(W)     ADJUSTED  
 SV1416* NAVD 88     -      1820.8    (meters)    5974.     (feet)  VERTCON   
 SV1416  ___________________________________________________________________
 SV1416  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 SV1416  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SV1416
 SV1416  HORZ ORDER  -  FIRST
 SV1416
 SV1416.The horizontal coordinates were established by classical geodetic methods
 SV1416.and adjusted by the National Geodetic Survey in July 1992..
 SV1416
 SV1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1416
 SV1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1416
 SV1416.The geoid height was determined by GEOID03.
 SV1416
 SV1416;                    North         East     Units Scale Factor Converg.
 SV1416;SPC ID W     -   672,181.312   774,628.263   MT  0.99994124   -0 15 00.6
 SV1416;UTM  11      - 5,285,072.188   568,392.493   MT  0.99965748   +0 40 28.6
 SV1416
 SV1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1416!SPC ID W     -   0.99971729  x   0.99994124  =   0.99965854
 SV1416!UTM  11      -   0.99971729  x   0.99965748  =   0.99937486
 SV1416
 SV1416|---------------------------------------------------------------------|
 SV1416| PID    Reference Object                     Distance      Geod. Az  |
 SV1416|                                                           dddmmss.s |
 SV1416| CH7453 GRIZZLY RM 1                          7.404 METERS 04820     |
 SV1416| CH7454 GRIZZLY RM 2                         11.951 METERS 09933     |
 SV1416| CH7452 ROCKY RM 2                          482.804 METERS 2381929.8 |
 SV1416| SV1446 BUMBLEBEE                           APPROX.17.3 KM 2552032.0 |
 SV1416| SV1445 BUMBLEBEE PEAK LOOKOUT TOWER        APPROX.17.2 KM 2553609.8 |
 SV1416| CH6489 5977                                  5.553 METERS 32402     |
 SV1416|---------------------------------------------------------------------|
 SV1416
 SV1416                          SUPERSEDED SURVEY CONTROL
 SV1416
 SV1416  NAD 83(1986)-  47 42 55.46427(N)    116 05 17.34985(W) AD(       ) 1
 SV1416  NAD 27      -  47 42 55.75207(N)    116 05 13.72668(W) AD(       ) 1
 SV1416  NGVD 29 (07/19/86) 1819.6    (m)         5970.     (f) VERT ANG       
 SV1416
 SV1416.Superseded values are not recommended for survey control.
 SV1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1416.See file dsdata.txt to determine how the superseded data were derived.
 SV1416
 SV1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6839285072(NAD 83)
 SV1416_MARKER: DS = TRIANGULATION STATION DISK
 SV1416_SETTING: 66 = SET IN ROCK OUTCROP
 SV1416_SP_SET: SET IN A ROCK LEDGE
 SV1416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1416+STABILITY: POSITION/ELEVATION WELL
 SV1416
 SV1416  HISTORY     - Date     Condition        Report By
 SV1416  HISTORY     - 1940     MONUMENTED       CGS
 SV1416  HISTORY     - 1956     GOOD             USGS
 SV1416  HISTORY     - 1958     GOOD             CGS
 SV1416  HISTORY     - 1966     GOOD             USGS
 SV1416  HISTORY     - 1982     GOOD             BPA
 SV1416
 SV1416                          STATION DESCRIPTION
 SV1416
 SV1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1416'STATION IS ABOUT 4 MILES N AND 1.5 MILES W OF THE MOUTH OF GRIZZLY
 SV1416'CREEK, 7 MILES NW OF PRICHARD AND 12 MILES SE OF THE MAGEE RANGER
 SV1416'STATION.  IT IS ON THE HIGHEST AND NE OF TWO BARE PEAKS KNOWN AS
 SV1416'GRIZZLY MOUNTAIN.
 SV1416'
 SV1416'STATION, STAMPED GRIZZLY 1940 IS A STANDARD BRONZE DISK SET
 SV1416'IN A BOULDER FLUSH WITH THE GROUND ON THE HIGHEST PART OF
 SV1416'GRIZZLY MOUNTAIN, 12.6 FEET ENE OF THE CENTER OF A LARGE CAIRN.
 SV1416'
 SV1416'REFERENCE MARK IS A U.S.G.S. BENCH MARK STAMPED 5977 AND SET
 SV1416'IN A BOULDER ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT THE
 SV1416'SAME ELEVATION AS THE STATION ABOUT 12.0 FEET N OF A LARGE CAIRN.
 SV1416'
 SV1416'REFERENCE MARK NO. 1, STAMPED GRIZZLY NO. 1, 1940 IS A STANDARD
 SV1416'BRONZE DISK SET IN A BOULDER FLUSH WITH THE GROUND.  IT IS ABOUT
 SV1416'3.0 FEET LOWER THAN THE STATION ON THE N SLOPE OF MOUNTAIN.
 SV1416'
 SV1416'AZIMUTH MARK, STAMPED REFERENCE MARK NO. 2 IS A U.S.G.S. MARK
 SV1416'SET IN A BOULDER FLUSH WITH THE GROUND.  IT IS 20.0 FEET NW OF THE
 SV1416'NE CORNER OF THE GRIZZLY MOUNTAIN LOOKOUT HOUSE AND 8.0 FEET
 SV1416'N OF THE NW CORNER OF LOOKOUT HOUSE.  AZIMUTH MARK IS AT END OF
 SV1416'TRUCK TRAVEL.
 SV1416'
 SV1416'TO REACH THE STATION FROM ENAVILLE, GO N AND E ON THE ROAD TO
 SV1416'PRICHARD, 4.8 MILES TO A ROAD ON THE LEFT (N) AT SIGN GRIZZLY
 SV1416'MOUNTAIN.  TURN LEFT (N) ON THE GRIZZLY MOUNTAIN ROAD AND GO UP
 SV1416'STEEP GRADE 7.0 MILES TO FORK.  TURN SHARP RIGHT AND GO UP VERY
 SV1416'STEEP GRADE 1.3 MILES TO GRIZZLY MOUNTAIN LOOKOUT HOUSE.  FROM
 SV1416'HERE PACK NE 0.3 MILE TO THE HIGHEST PART OF THE NE PEAK AND THE
 SV1416'STATION.
 SV1416
 SV1416                          STATION RECOVERY (1956)
 SV1416
 SV1416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SV1416'RECOVERED AS DESCRIBED.  BM 5977 (STATION ROCKY USGS) HAS BEEN
 SV1416'DESTROYED.  GRIZZLY MTN LOH HAS BEEN RAZED.
 SV1416
 SV1416                          STATION RECOVERY (1958)
 SV1416
 SV1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1416'THE STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 SV1416'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION WITH
 SV1416'THESE EXCEPTIONS.
 SV1416'
 SV1416'THE LOOKOUT HOUSE HAS BEEN DESTROYED BUT THE FOUNDATION STILL
 SV1416'REMAINS AND THE MEASUREMENTS TO THE AZIMUTH STILL HOLD.  THE
 SV1416'LARGE CAIRN NEAR THE STATION HAS ALSO BEEN DESTROYED.
 SV1416'
 SV1416'THE USGS MARK THAT WAS USED AS A REFERENCE MARK WAS SEARCHED FOR
 SV1416'BUT NOT RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED.
 SV1416'
 SV1416'REFERENCE MARK NO. 2 WAS ESTABLISHED AT THIS DATE.  IT IS A
 SV1416'STANDARD REFERENCE DISK, STAMPED GRIZZLY NO 2 1940, AND IS
 SV1416'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT 12 INCHES
 SV1416'AND ABOUT 3 FEET LOWER THAN THE STATION.
 SV1416'
 SV1416'THE ORIGINAL TO REACH IS OBSOLETE A NEW ONE FOLLOWS.
 SV1416'
 SV1416'TO REACH FROM THE RAILWAY STATION AT ENAVILLE GO NORTH AND EAST
 SV1416'ALONG THE ROAD TO PRICHARD FOR 0.6 MILE TO A FORK.  TAKE RIGHT
 SV1416'FORK NORTH AND EAST FOR 0.2 MILE TO A BRIDGE OVER THE COEUR
 SV1416'D ALENE RIVER.  CROSS OVER BRIDGE AND CONTINUE ON ALONG MAIN
 SV1416'TRAVELED DIRT ROAD NORTH AND EAST ALONG THE LEFT SIDE OF THE
 SV1416'RIVER FOR 9.6 MILES TO STEAMBOAT CREEK.  CONTINUE ON STRAIGHT
 SV1416'AHEAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT, NORTH, AS
 SV1416'PER SIGN GRIZZLY MTN. 9 AND FOLLOW ALONG FOREST SERVICE ROAD
 SV1416'NO.  260 B FOR 5.8 MILES TO FORKS.  TAKE LEFT FORK AS PER SIGN
 SV1416'MAGEE RANGER STATION FOR 3.2 MILES TO A REVERSE TURN.  TURN
 SV1416'RIGHT AND GO UP STEEP GRADE ALONG FOREST SERVICE ROAD NO. 260
 SV1416'A FOR 1.3 MILES TO TOP OF HILL AND END OF TRUCK TRAVEL.
 SV1416'FROM HERE PACK NORTHEAST 0.3 MILE TO THE HIGHEST PART OF THE
 SV1416'NORTHEAST PEAK AND STATION.
 SV1416
 SV1416                          STATION RECOVERY (1966)
 SV1416
 SV1416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SV1416'RECOVERED AS DESCRIBED.  STATION REACHED BY HELICOPTER.
 SV1416'
 SV1416'STATION MARK--A STANDARD BRONZE DISK STAMPED---GRIZZLY 1940---, SET
 SV1416'IN A BOULDER FLUSH WITH THE GROUND ON THE HIGHEST PART OF GRIZZLY
 SV1416'MOUNTAIN.
 SV1416
 SV1416                          STATION RECOVERY (1982)
 SV1416
 SV1416'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1982 (RO)
 SV1416'GRIZZLY 1940 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0730 ***********************************************************************
 PZ0730  DESIGNATION -  GRIZZLY
 PZ0730  PID         -  PZ0730
 PZ0730  STATE/COUNTY-  ID/LEMHI
 PZ0730  USGS QUAD   -  LEADORE (1987)
 PZ0730
 PZ0730                         *CURRENT SURVEY CONTROL
 PZ0730  ___________________________________________________________________
 PZ0730* NAD 83(1992)-  44 44 42.57355(N)    113 19 08.01762(W)     ADJUSTED  
 PZ0730* NAVD 88     -      2659.0    (meters)    8724.     (feet)  VERTCON   
 PZ0730  ___________________________________________________________________
 PZ0730  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 PZ0730  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 PZ0730
 PZ0730  HORZ ORDER  -  THIRD
 PZ0730
 PZ0730.The horizontal coordinates were established by classical geodetic methods
 PZ0730.and adjusted by the National Geodetic Survey in July 1992..
 PZ0730
 PZ0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0730
 PZ0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0730
 PZ0730.The geoid height was determined by GEOID03.
 PZ0730
 PZ0730;                    North         East     Units Scale Factor Converg.
 PZ0730;SPC ID C     -   342,218.273   553,937.767   MT  0.99998313   +0 28 46.1
 PZ0730;UTM  12      - 4,957,257.250   316,426.832   MT  1.00001441   -1 37 58.3
 PZ0730
 PZ0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0730!SPC ID C     -   0.99958504  x   0.99998313  =   0.99956818
 PZ0730!UTM  12      -   0.99958504  x   1.00001441  =   0.99959945
 PZ0730
 PZ0730:                Primary Azimuth Mark                     Grid Az
 PZ0730:SPC ID C     -  PASS                                     113 39 59.3
 PZ0730:UTM  12      -  PASS                                     115 46 43.7
 PZ0730
 PZ0730|---------------------------------------------------------------------|
 PZ0730| PID    Reference Object                     Distance      Geod. Az  |
 PZ0730|                                                           dddmmss.s |
 PZ0730| PZ0727 PASS                                APPROX. 8.5 KM 1140845.4 |
 PZ0730|---------------------------------------------------------------------|
 PZ0730
 PZ0730                          SUPERSEDED SURVEY CONTROL
 PZ0730
 PZ0730  NAD 83(1986)-  44 44 42.57010(N)    113 19 08.01452(W) AD(       ) 3
 PZ0730  NAD 27      -  44 44 42.83554(N)    113 19 04.87981(W) AD(       ) 3
 PZ0730  NGVD 29 (07/19/86) 2657.6    (m)         8719.     (f) VERT ANG       
 PZ0730
 PZ0730.Superseded values are not recommended for survey control.
 PZ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0730.See file dsdata.txt to determine how the superseded data were derived.
 PZ0730
 PZ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ1642757257(NAD 83)
 PZ0730_MARKER: DD = SURVEY DISK
 PZ0730_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0730_SP_SET: SET IN ROCK OUTCROP
 PZ0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0730+STABILITY: POSITION/ELEVATION WELL
 PZ0730
 PZ0730  HISTORY     - Date     Condition        Report By
 PZ0730  HISTORY     - 1956     MONUMENTED       USGS
 PZ0730
 PZ0730                          STATION DESCRIPTION
 PZ0730
 PZ0730'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0730'LOCATED ABOUT 5 MI. NNE. OF LEADORE, AND 3 MI. S. OF THE CONTINENTAL
 PZ0730'DIVIDE IN PROMINENT LIMESTONE OUTCROP ON MOUNTAIN KNOWN AS --GRIZZLY
 PZ0730'HILL--.
 PZ0730'
 PZ0730'TO REACH FROM LEADORE P.O., DRIVE N. ONE BLOCK TO STATE ROUTE 28, TURN
 PZ0730'LEFT AND DRIVE ONE BLOCK ALONG STATE ROUTE 28, TURN RIGHT AND DRIVE
 PZ0730'0.3 MI. TO RD. FORKS AND JUNCTION (STATE ROUTE 29), TAKE RIGHT FORK
 PZ0730'(STATE ROUTE 29) TO RAILROAD CANYON AND DRIVE 12.9 MI. TO SUMMIT AND
 PZ0730'CONTINENTAL DIVIDE (IDAHO-MONTANA STATE LINE), TURN LEFT AND FOLLOW
 PZ0730'TRACK RD. 0.1 MI. TO RD. FORKS, TAKE MAIN TRAVELED RD. TO LEFT FOR 0.8
 PZ0730'MI. TO RD. FORKS, TAKE RIGHT FORK 1.2 MI., PASS WAGON BOX SPRING AND
 PZ0730'TO REVERSE RD. FORK AND SIGN --WAGON BOX SPRING-JAKES CANYON--,
 PZ0730'CONTINUE STRAIGHT AHEAD FOR 0.3 MI. TO RD. FORKS, TAKE LEFT FORK 0.6
 PZ0730'MI. TO RD. FORKS, TAKE LEFT FORK 1.5 MI. TO RD. FORKS, TAKE LEFT FORK
 PZ0730'0.1 MI. TO RD. FORKS AND MAKE 90 DEGREE LEFT TURN TO SE., FOLLOW DIM
 PZ0730'TRACK RD. AND DRIVE 1.3 MI. TO DIM TRACK RD. FORK TO LEFT, TURN LEFT
 PZ0730'FOR 1.7 MI. TO CONSPICUOUS, ROCK OUTCROP AND STATION.  (STATION MAY BE
 PZ0730'EASILY REACHED BY TWO-WHEEL DRIVE.)
 PZ0730'
 PZ0730'STATION MARK--STANDARD TABLET STAMPED---GRIZZLY 1956---, CEMENTED IN
 PZ0730'DRILL HOLE IN ROCK OUTCROP.
 PZ0730'
 PZ0730'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 PZ0730'---NO 1---, CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 63.94 FT. FROM
 PZ0730'STATION MARK AND 2.5 FT. HIGHER, N 50 DEG 17 MIN W.
 PZ0730'
 PZ0730'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PZ0730'1956---, CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 30.83 FT. FROM
 PZ0730'STATION MARK AND 3.2 FT. LOWER, S 68 DEG 08 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0682 ***********************************************************************
 QA0682  DESIGNATION -  GROUSE
 QA0682  PID         -  QA0682
 QA0682  STATE/COUNTY-  ID/CUSTER
 QA0682  USGS QUAD   -  GROUSE PEAK (1989)
 QA0682
 QA0682                         *CURRENT SURVEY CONTROL
 QA0682  ___________________________________________________________________
 QA0682* NAD 83(1992)-  44 33 55.21542(N)    114 05 41.62933(W)     ADJUSTED  
 QA0682* NAVD 88     -      2582.0    (meters)    8471.     (feet)  VERTCON   
 QA0682  ___________________________________________________________________
 QA0682  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 QA0682  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 QA0682
 QA0682  HORZ ORDER  -  FIRST
 QA0682
 QA0682.The horizontal coordinates were established by classical geodetic methods
 QA0682.and adjusted by the National Geodetic Survey in July 1992..
 QA0682
 QA0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0682
 QA0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0682
 QA0682.The geoid height was determined by GEOID03.
 QA0682
 QA0682;                    North         East     Units Scale Factor Converg.
 QA0682;SPC ID C     -   322,015.322   492,461.711   MT  0.99994807   -0 03 59.7
 QA0682;UTM  11      - 4,938,772.553   730,692.708   MT  1.00025451   +2 02 22.1
 QA0682
 QA0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0682!SPC ID C     -   0.99959730  x   0.99994807  =   0.99954539
 QA0682!UTM  11      -   0.99959730  x   1.00025451  =   0.99985171
 QA0682
 QA0682|---------------------------------------------------------------------|
 QA0682| PID    Reference Object                     Distance      Geod. Az  |
 QA0682|                                                           dddmmss.s |
 QA0682| QA0680 GROUSE LOOKOUT HOUSE                  5.451 METERS 11251     |
 QA0682| CD5190 GROUSE AZ MK                                       1512036.3 |
 QA0682| CD5193 GROUSE 2 RM 1                        15.541 METERS 16116     |
 QA0682| CD5191 GROUSE RM 1                           3.862 METERS 22328     |
 QA0682| CD5192 GROUSE RM 2                           9.170 METERS 32910     |
 QA0682|---------------------------------------------------------------------|
 QA0682
 QA0682                          SUPERSEDED SURVEY CONTROL
 QA0682
 QA0682  NAD 83(1986)-  44 33 55.21477(N)    114 05 41.62376(W) AD(       ) 1
 QA0682  NAD 27      -  44 33 55.48730(N)    114 05 38.40490(W) AD(       ) 1
 QA0682  NGVD 29 (07/19/86) 2580.6    (m)         8467.     (f) VERT ANG       
 QA0682
 QA0682.Superseded values are not recommended for survey control.
 QA0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0682.See file dsdata.txt to determine how the superseded data were derived.
 QA0682
 QA0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK3069338773(NAD 83)
 QA0682_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0682_SETTING: 66 = SET IN ROCK OUTCROP
 QA0682
 QA0682  HISTORY     - Date     Condition        Report By
 QA0682  HISTORY     - 1957     MONUMENTED       CGS
 QA0682
 QA0682                          STATION DESCRIPTION
 QA0682
 QA0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0682'THE STATION IS LOCATED NEAR THE GROUSE LOOKOUT HOUSE ON THE
 QA0682'HIGHEST POINT OF A PROMINENT, GRASS-COVERED MOUNTAIN, AIRLINE
 QA0682'ABOUT 7 MILES NORTHEAST OF CHALLIS, 9 MILES SOUTH-SOUTHWEST OF
 QA0682'ELLIS, AND 4 MILES EAST OF THE SALMON RIVER.
 QA0682'
 QA0682'TO REACH THE STATION FROM THE POST OFFICE IN ELLIS AT THE
 QA0682'CONFLUENCE OF THE SALMON AND PAHSIMEROI RIVERS GO SOUTHWEST ON U.S.
 QA0682'HIGHWAY 93 FOR 0.45 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 QA0682'GO SOUTHEAST ON A GRAVELED ROAD 2.6 MILES TO A FORK.  TAKE
 QA0682'THE RIGHT FORK AND GO SOUTHEAST 4.3 MILES TO A FORK.  TAKE THE
 QA0682'RIGHT FORK AS PER SIGN GROUSE L.O. AND GO SOUTHEAST, SOUTHWEST,
 QA0682'AND NORTH, PASSING THROUGH 3 GATES, FOR 8.2 MILES TO A CAIRN
 QA0682'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH AND WEST
 QA0682'0.8 MILE TO THE END OF THE ROAD AT THE LOOKOUT HOUSE AND
 QA0682'THE STATION.
 QA0682'
 QA0682'THE STATION MARK IS A STANDARD DISK STAMPED GROUSE 1957
 QA0682'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 QA0682'WITH THE GROUND.  IT IS 4 FEET NORTH OF THE WEST CORNER POST
 QA0682'OF THE RAILING AROUND THE LOOKOUT HOUSE, 8 FEET NORTHWEST OF
 QA0682'THE WEST CORNER OF THE LOOKOUT HOUSE AND 29 FEET SOUTHEAST OF
 QA0682'A WITNESS POST.
 QA0682'
 QA0682'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GROUSE NO 1
 QA0682'1957 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 QA0682'FLUSH WITH THE GROUND.  IT IS 18 INCHES LOWER THAN THE STATION.
 QA0682'
 QA0682'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GROUSE NO
 QA0682'2 1957 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 QA0682'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 3 FEET NORTHEAST
 QA0682'OF A WITNESS POST AND 2 FEET LOWER THAN THE STATION.
 QA0682'
 QA0682'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GROUSE 1957
 QA0682'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 QA0682'3 FEET ABOVE THE GROUND.  IT IS 12 FEET EAST OF A 2-FOOT CAIRN
 QA0682'AND 18 FEET EAST OF THE CENTERLINE OF A DIRT ROAD.
 QA0682'
 QA0682'GROUSE 2 (USGS) IS A U.S. GEOLOGICAL SURVEY DISK STAMPED GROUSE
 QA0682'2 1956 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 QA0682'2 FEET ABOVE THE GROUND.  IT IS 18 FEET SOUTHEAST OF THE SOUTHEAST
 QA0682'SIDE OF THE LOOKOUT HOUSE.
 QA0682'
 QA0682'GROUSE 2 (USGS) R.M. 1 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 QA0682'NO 1 1956 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 QA0682'PROJECTS 3 FEET ABOVE THE GROUND.  IT IS 25 FEET SOUTH OF THE
 QA0682'SOUTH CORNER OF THE LOOKOUT HOUSE.
 QA0682'
 QA0682'GROUSE 2 (USGS) R.M. 2 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 QA0682'NO 2 1956 CEMENTED IN A DRILL HOLE IN THE TOP OF THE CEMENTED
 QA0682'ROCK STEP AT THE EAST CORNER OF THE LOOKOUT HOUSE.
 QA0682'
 QA0682'GROUSE LOOKOUT HOUSE IS A 15-FOOT SQUARE WOODEN BUILDING WITH A
 QA0682'4-FOOT PORCH AROUND IT.  IT IS BUILT ON GROUND THAT IS ABOUT
 QA0682'THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0683 ***********************************************************************
 QA0683  DESIGNATION -  GROUSE
 QA0683  PID         -  QA0683
 QA0683  STATE/COUNTY-  ID/CUSTER
 QA0683  USGS QUAD   -  GROUSE PEAK (1989)
 QA0683
 QA0683                         *CURRENT SURVEY CONTROL
 QA0683  ___________________________________________________________________
 QA0683* NAD 83(1992)-  44 33 55.25791(N)    114 05 41.54515(W)     ADJUSTED  
 QA0683* NAVD 88     -      2581.2    (meters)    8468.     (feet)  VERTCON   
 QA0683  ___________________________________________________________________
 QA0683  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 QA0683  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 QA0683
 QA0683  HORZ ORDER  -  THIRD
 QA0683
 QA0683.The horizontal coordinates were established by classical geodetic methods
 QA0683.and adjusted by the National Geodetic Survey in July 1992..
 QA0683
 QA0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0683
 QA0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0683
 QA0683.The geoid height was determined by GEOID03.
 QA0683
 QA0683;                    North         East     Units Scale Factor Converg.
 QA0683;SPC ID C     -   322,016.632   492,463.570   MT  0.99994807   -0 03 59.7
 QA0683;UTM  11      - 4,938,773.930   730,694.518   MT  1.00025452   +2 02 22.2
 QA0683
 QA0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0683!SPC ID C     -   0.99959743  x   0.99994807  =   0.99954552
 QA0683!UTM  11      -   0.99959743  x   1.00025452  =   0.99985184
 QA0683
 QA0683|---------------------------------------------------------------------|
 QA0683| PID    Reference Object                     Distance      Geod. Az  |
 QA0683|                                                           dddmmss.s |
 QA0683| CD5195 GROUSE RM CROSS                       5.121 METERS 12948     |
 QA0683| QA0696 LONE PINE RESET                     APPROX.25.2 KM 1934637.6 |
 QA0683|---------------------------------------------------------------------|
 QA0683
 QA0683                          SUPERSEDED SURVEY CONTROL
 QA0683
 QA0683  NAD 83(1986)-  44 33 55.25668(N)    114 05 41.53963(W) AD(       ) 3
 QA0683  NAD 27      -  44 33 55.52157(N)    114 05 38.33604(W) AD(       ) 3
 QA0683  NGVD 29 (07/19/86) 2579.8    (m)         8464.     (f) VERT ANG       
 QA0683
 QA0683.Superseded values are not recommended for survey control.
 QA0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0683.See file dsdata.txt to determine how the superseded data were derived.
 QA0683
 QA0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK3069538774(NAD 83)
 QA0683_MARKER: DD = SURVEY DISK
 QA0683_SETTING: 66 = SET IN ROCK OUTCROP
 QA0683_SP_SET: PARTIALLY EXPOSED BEDROCK
 QA0683
 QA0683  HISTORY     - Date     Condition        Report By
 QA0683  HISTORY     - 1915     MONUMENTED       USGS
 QA0683  HISTORY     - 1956     MARK NOT FOUND   USGS
 QA0683
 QA0683                          STATION DESCRIPTION
 QA0683
 QA0683'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 QA0683'LOCATED ABOUT 10 MI NW. OF CHALLIS, ABOUT 10 MI SW. OF MAY.  ON
 QA0683'GRASSY HILL ON MAIN DIVIDE BETWEEN SALMON AND PAHSIMEROI RIVERS.
 QA0683'IT IS THE BEGINNING OF LITTLE LOST RIVER MOUNTAIN RANGE.
 QA0683'
 QA0683'TO REACH GO UP TRAIL FROM JACK ADAMS RANCH ON SALMON RIVER UP
 QA0683'DODGE GULCH TO PAHSIMEROI VALLEY.  THIS TRAIL CROSSES RIDGE 0.25
 QA0683'MI N. OF HILL.
 QA0683'
 QA0683'STATION MARK--STANDARD TABLET, UNSTAMPED, IN SOLID ROCK UNDER
 QA0683'LARGE ROCK MONUMENT.
 QA0683'
 QA0683'RM 1--CHISELED CROSS ON SOLID ROCK E.
 QA0683
 QA0683                          STATION RECOVERY (1956)
 QA0683
 QA0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 QA0683'INTERSECTED ONLY.
 QA0683'
 QA0683'NOTE--STATION MARK AND RM NOT FOUND.  POSSIBLY DESTROYED
 QA0683'WHEN LOH WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1024 ***********************************************************************
 SU1024  DESIGNATION -  GROUSE
 SU1024  PID         -  SU1024
 SU1024  STATE/COUNTY-  ID/SHOSHONE
 SU1024  USGS QUAD   -  MULLAN (1995)
 SU1024
 SU1024                         *CURRENT SURVEY CONTROL
 SU1024  ___________________________________________________________________
 SU1024* NAD 83(1992)-  47 29 56.97487(N)    115 50 14.25056(W)     ADJUSTED  
 SU1024* NAVD 88     -      1884.0    (meters)    6181.     (feet)  VERTCON   
 SU1024  ___________________________________________________________________
 SU1024  LAPLACE CORR-           9.43  (seconds)                    DEFLEC99
 SU1024  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 SU1024
 SU1024  HORZ ORDER  -  THIRD
 SU1024
 SU1024.The horizontal coordinates were established by classical geodetic methods
 SU1024.and adjusted by the National Geodetic Survey in July 1992..
 SU1024
 SU1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1024
 SU1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1024
 SU1024.The geoid height was determined by GEOID03.
 SU1024
 SU1024;                    North         East     Units Scale Factor Converg.
 SU1024;SPC ID W     -   648,088.395   793,423.456   MT  0.99993386   -0 03 51.7
 SU1024;UTM  11      - 5,261,291.461   587,568.422   MT  0.99969423   +0 51 26.2
 SU1024
 SU1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1024!SPC ID W     -   0.99970730  x   0.99993386  =   0.99964118
 SU1024!UTM  11      -   0.99970730  x   0.99969423  =   0.99940162
 SU1024
 SU1024:                Primary Azimuth Mark                     Grid Az
 SU1024:SPC ID W     -  TIGER                                    006 23 25.1
 SU1024:UTM  11      -  TIGER                                    005 28 07.2
 SU1024
 SU1024|---------------------------------------------------------------------|
 SU1024| PID    Reference Object                     Distance      Geod. Az  |
 SU1024|                                                           dddmmss.s |
 SU1024| SU1054 TIGER                               APPROX. 4.2 KM 0061933.4 |
 SU1024|---------------------------------------------------------------------|
 SU1024
 SU1024                          SUPERSEDED SURVEY CONTROL
 SU1024
 SU1024  NAD 83(1986)-  47 29 56.97824(N)    115 50 14.24108(W) AD(       ) 3
 SU1024  NAD 27      -  47 29 57.23189(N)    115 50 10.66374(W) AD(       ) 3
 SU1024  NGVD 29 (07/19/86) 1882.8    (m)         6177.     (f) VERT ANG       
 SU1024
 SU1024.Superseded values are not recommended for survey control.
 SU1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1024.See file dsdata.txt to determine how the superseded data were derived.
 SU1024
 SU1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN8756861291(NAD 83)
 SU1024_MARKER: DD = SURVEY DISK
 SU1024_SETTING: 66 = SET IN ROCK OUTCROP
 SU1024_SP_SET: SET IN ROCK OUTCROP
 SU1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU1024+STABILITY: POSITION/ELEVATION WELL
 SU1024
 SU1024  HISTORY     - Date     Condition        Report By
 SU1024  HISTORY     - 1937     MONUMENTED       USGS
 SU1024
 SU1024                          STATION DESCRIPTION
 SU1024
 SU1024'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 SU1024'LOCATED ABOUT 2.5 MI. NW. OF MULLAN, ON THE MAIN DIVIDING RIDGE
 SU1024'BETWEEN SOUTH FORK COEUR D ALENE RIVER AND CANYON CREEK A BRANCH, JUST
 SU1024'W. OF THE HEAD OF GROUSE GULCH, A BRANCH OF COEUR D ALENE RIVER, ON A
 SU1024'FLAT TOPPED KNOLL WHICH IS TIMBERED ON ITS WESTERN SLOPE BUT OPEN ON
 SU1024'SUMMIT AND EASTERN END.  THE STATION IS AT EASTERN EDGE OF HIGHEST
 SU1024'PART OF SUMMIT, 6 FT. SW. FROM BASE OF 8 IN. PINE TREE.
 SU1024'
 SU1024'TO REACH FROM MULLAN, FOLLOW RD. LEADING TO STAR MINE (WHICH IS IN
 SU1024'GROUSE GULCH, NEAR ITS HEAD), TO FORKS WHERE RD. STARTS DOWNGRADE TO
 SU1024'STAR MINE, KEEP STRAIGHT AHEAD, FOLLOW THIS OLD RD. AS FAR AS TRUCK
 SU1024'CAN BE TAKEN.  CONTINUE ON TRAIL UP RIDGE TO SUMMIT, THENCE WESTWARD
 SU1024'ALONG RIDGE TO HIGH POINT AND STATION.
 SU1024'
 SU1024'STATION MARK--STANDARD TABLET STAMPED---GROUSE 1937---, CEMENTED IN
 SU1024'TOP OF ROCK SET IN GROUND.
 SU1024'
 SU1024'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TRIANGULAR BLAZE ON
 SU1024'10 IN. FIR TREE, 88.9 FT. FROM STATION MARK, S 46 DEG 34 MIN W.
 SU1024'
 SU1024'REFERENCE MARK NO. 2--HEAD OF NAIL DRIVEN IN AN OLD BLAZE ON 8 IN.
 SU1024'FIR TREE, SCRIBED ---NO 228 HDH---, 50.53 FT. FROM STATION MARK,
 SU1024'N 83 DEG 51 MIN W.
 SU1024'
 SU1024'NOTE--A TALL DEAD SNAG, LOCATED BY INTERSECTION IN 1936 AND CALLED
 SU1024'--TELEPHONE POLE--, IS 92.45 FT. FROM STATION MARK,
 SU1024'N 31 DEG 25 MIN E.
 SU1024'
 SU1024'NOTE--A STAKE IN SMALL CAIRN IS 86.35 FT. FROM STATION MARK,
 SU1024'N 20 DEG 40 MIN E.  (THIS IS PROBABLY TAMARACK TRIANGULATION
 SU1024'STATION --BK 43--).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1010 ***********************************************************************
 TO1010  DESIGNATION -  GROUSE
 TO1010  PID         -  TO1010
 TO1010  STATE/COUNTY-  ID/BONNER
 TO1010  USGS QUAD   -  TALACHE (1996)
 TO1010
 TO1010                         *CURRENT SURVEY CONTROL
 TO1010  ___________________________________________________________________
 TO1010* NAD 83(1992)-  48 09 28.72825(N)    116 26 35.58703(W)     ADJUSTED  
 TO1010* NAVD 88     -       633.     (meters)    2077.     (feet)  SCALED    
 TO1010  ___________________________________________________________________
 TO1010  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 TO1010  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 TO1010
 TO1010  HORZ ORDER  -  SECOND
 TO1010
 TO1010.The horizontal coordinates were established by classical geodetic methods
 TO1010.and adjusted by the National Geodetic Survey in July 1992..
 TO1010
 TO1010.The orthometric height was scaled from a topographic map.
 TO1010
 TO1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1010
 TO1010.The geoid height was determined by GEOID03.
 TO1010
 TO1010;                    North         East     Units Scale Factor Converg.
 TO1010;SPC ID W     -   721,564.491   748,430.028   MT  0.99996600   -0 30 59.2
 TO1010;UTM  11      - 5,334,009.179   541,406.354   MT  0.99962107   +0 24 53.3
 TO1010
 TO1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1010!SPC ID W     -   0.99990347  x   0.99996600  =   0.99986947
 TO1010!UTM  11      -   0.99990347  x   0.99962107  =   0.99952457
 TO1010
 TO1010:                Primary Azimuth Mark                     Grid Az
 TO1010:SPC ID W     -  MINERAL                                  063 55 48.5
 TO1010:UTM  11      -  MINERAL                                  062 59 56.0
 TO1010
 TO1010|---------------------------------------------------------------------|
 TO1010| PID    Reference Object                     Distance      Geod. Az  |
 TO1010|                                                           dddmmss.s |
 TO1010| TO1003 MINERAL                             APPROX. 4.3 KM 0632449.3 |
 TO1010| CH7459 GROUSE RM 2                           6.375 METERS 26829     |
 TO1010| CH7458 GROUSE RM 1                           6.610 METERS 32010     |
 TO1010|---------------------------------------------------------------------|
 TO1010
 TO1010                          SUPERSEDED SURVEY CONTROL
 TO1010
 TO1010  NAD 83(1986)-  48 09 28.73726(N)    116 26 35.58132(W) AD(       ) 2
 TO1010  NAD 27      -  48 09 29.02187(N)    116 26 31.87342(W) AD(       ) 2
 TO1010
 TO1010.Superseded values are not recommended for survey control.
 TO1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1010.See file dsdata.txt to determine how the superseded data were derived.
 TO1010
 TO1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4140634009(NAD 83)
 TO1010_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1010_SETTING: 66 = SET IN ROCK OUTCROP
 TO1010
 TO1010  HISTORY     - Date     Condition        Report By
 TO1010  HISTORY     - 1947     MONUMENTED       CGS
 TO1010
 TO1010                          STATION DESCRIPTION
 TO1010
 TO1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO1010'THE STATION IS ON WEST SIDE OF PEND OREILLE LAKE ON GROUSE
 TO1010'MOUNTAIN POINT AT WEST SIDE OF ENTRANCE TO GARFIELD BAY AND
 TO1010'ABOUT 2 MILES NORTHERLY FROM TALACHE LANDING.  THE MARK IS IN
 TO1010'OUTCROP 67 FEET ABOVE MEAN WINTER LAKE LEVEL ON A SHARP RIDGE
 TO1010'AND IS ABOUT 10 METERS FROM LAKE EDGE.  THE RIDGE RISES VERY
 TO1010'STEEPLY FROM THE WATER.  THE CLIMB TO THE STATION IS DIFFICULT.
 TO1010'A BOAT SHOULD BE USED IN THE RECOVERY.  THIS SITE IS THE ONLY
 TO1010'PLACE WHERE BOTH MINERAL POINT AND TALACHE LANDING ARE
 TO1010'VISIBLE.
 TO1010'
 TO1010'REFERENCE MARK NO. 1 IS IN LEDGE ROCK NORTHWESTERLY FROM
 TO1010'STATION AND ABOUT 6 FEET HIGHER.
 TO1010'
 TO1010'REFERENCE MARK NO. 2 IS IN GRAY BOULDER SOUTHWESTERLY FROM
 TO1010'STATION AND ABOUT 5 FEET HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0681 ***********************************************************************
 QA0681  DESIGNATION -  GROUSE 2
 QA0681  PID         -  QA0681
 QA0681  STATE/COUNTY-  ID/CUSTER
 QA0681  USGS QUAD   -  GROUSE PEAK (1989)
 QA0681
 QA0681                         *CURRENT SURVEY CONTROL
 QA0681  ___________________________________________________________________
 QA0681* NAD 83(1992)-  44 33 54.94573(N)    114 05 41.18806(W)     ADJUSTED  
 QA0681* NAVD 88     -      2581.4    (meters)    8469.     (feet)  VERTCON   
 QA0681  ___________________________________________________________________
 QA0681  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 QA0681  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 QA0681
 QA0681  HORZ ORDER  -  SECOND
 QA0681
 QA0681.The horizontal coordinates were established by classical geodetic methods
 QA0681.and adjusted by the National Geodetic Survey in July 1992..
 QA0681
 QA0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0681
 QA0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0681
 QA0681.The geoid height was determined by GEOID03.
 QA0681
 QA0681;                    North         East     Units Scale Factor Converg.
 QA0681;SPC ID C     -   322,006.987   492,471.438   MT  0.99994807   -0 03 59.4
 QA0681;UTM  11      - 4,938,764.578   730,702.738   MT  1.00025457   +2 02 22.4
 QA0681
 QA0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0681!SPC ID C     -   0.99959740  x   0.99994807  =   0.99954549
 QA0681!UTM  11      -   0.99959740  x   1.00025457  =   0.99985186
 QA0681
 QA0681:                Primary Azimuth Mark                     Grid Az
 QA0681:SPC ID C     -  LONE PINE RESET                          193 51 58.7
 QA0681:UTM  11      -  LONE PINE RESET                          191 45 36.9
 QA0681
 QA0681|---------------------------------------------------------------------|
 QA0681| PID    Reference Object                     Distance      Geod. Az  |
 QA0681|                                                           dddmmss.s |
 QA0681| QA0696 LONE PINE RESET                     APPROX.25.2 KM 1934759.3 |
 QA0681| CD5193 GROUSE 2 RM 1                         7.990 METERS 21617     |
 QA0681| QA0680 GROUSE LOOKOUT HOUSE                  7.795 METERS 32247     |
 QA0681| CD5194 GROUSE 2 RM 2                         3.816 METERS 34453     |
 QA0681|---------------------------------------------------------------------|
 QA0681
 QA0681                          SUPERSEDED SURVEY CONTROL
 QA0681
 QA0681  NAD 83(1986)-  44 33 54.94503(N)    114 05 41.18250(W) AD(       ) 2
 QA0681  NAD 27      -  44 33 55.21760(N)    114 05 37.96370(W) AD(       ) 2
 QA0681  NGVD 29 (07/19/86) 2580.0    (m)         8465.     (f) VERT ANG       
 QA0681
 QA0681.Superseded values are not recommended for survey control.
 QA0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0681.See file dsdata.txt to determine how the superseded data were derived.
 QA0681
 QA0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK3070338765(NAD 83)
 QA0681_MARKER: DD = SURVEY DISK
 QA0681_SETTING: 66 = SET IN ROCK OUTCROP
 QA0681
 QA0681  HISTORY     - Date     Condition        Report By
 QA0681  HISTORY     - 1956     MONUMENTED       USGS
 QA0681  HISTORY     - 1957     GOOD             CGS
 QA0681
 QA0681                          STATION DESCRIPTION
 QA0681
 QA0681'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 QA0681'LOCATED ABOUT 9.5 MI W. OF MAY, 9 MI S. OF ELLIS.  ON HIGHEST PART
 QA0681'OF BALD PEAK AT NORTH END OF PAHSIMEROI MOUNTAINS.
 QA0681'
 QA0681'TO REACH FROM CENTER OF ELLIS, DRIVE 0.05 MI N. ON U.S. HWY. 93
 QA0681'TO PAVED SIDE RD. RIGHT.  TURN RIGHT ONTO MAY-PATTERSON RD. 5.8 MI
 QA0681'TO SIDE RD. RIGHT.  TURN RIGHT AS PER SIGN DOWTON LANE ON GRAVEL
 QA0681'RD. 2.9 MI TO SIDE RD. RIGHT.  TURN RIGHT ONTO TRACK RD. 0.7 MI TO
 QA0681'RD. FORKS.  TAKE RIGHT FORK 1.2 MI TO RD. FORKS.  TAKE LEFT FORK
 QA0681'1.7 MI TO RD. FORKS NEAR CORRAL.  TAKE RIGHT FORK 4.2 MI TO WHERE
 QA0681'RD. REACHES DIVIDE.  TURN RIGHT (N.) FOLLOWING TRACK ALONG RIDGE
 QA0681'LINE 1.0 MI TO LOH AND STATION.
 QA0681'
 QA0681'STATION MARK--STANDARD TABLET STAMPED---GROUSE 2 1956,---CEMENTED
 QA0681'IN TOP OF ROCK OUTCROP.
 QA0681'
 QA0681'RM 1--STANDARD RM TABLET STAMPED---NO 1 1956,---CEMENTED IN TOP OF
 QA0681'OUTCROP.
 QA0681'
 QA0681'RM 2--STANDARD RM TABLET STAMPED---NO 2 1956,---CEMENTED IN TOP OF
 QA0681'ROCK STEP OF LOH.
 QA0681'
 QA0681'GROUSE LOH--NOT DESCRIBED.
 QA0681
 QA0681                          STATION RECOVERY (1957)
 QA0681
 QA0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0681'THE STATION IS LOCATED ABOUT 9 MILES SOUTH SOUTHWEST OF
 QA0681'ELLIS, 7 MILES NORTHEAST OF CHALLIS AND 4 MILES EAST OF THE SALMON
 QA0681'RIVER, ON A PROMINENT GRASS COVERED MOUNTAIN.
 QA0681'
 QA0681'THE U.S. GEOLOGICAL SURVEY MARK STAMPED GROUSE 2 1956, IS
 QA0681'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 QA0681'2 FEET ABOVE THE GROUND.  THE CENTER OF THE MARK WAS TRAVERSED
 QA0681'TO GROUSE 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0778 ***********************************************************************
 PZ0778  DESIGNATION -  GROUSE CREEK RM 1
 PZ0778  PID         -  PZ0778
 PZ0778  STATE/COUNTY-  ID/CUSTER
 PZ0778  USGS QUAD   -  GROUSE CREEK MOUNTAIN (1989)
 PZ0778
 PZ0778                         *CURRENT SURVEY CONTROL
 PZ0778  ___________________________________________________________________
 PZ0778* NAD 83(1992)-  44 21 58.02234(N)    113 54 29.86461(W)     ADJUSTED  
 PZ0778* NAVD 88     -      3380.3    (meters)   11090.     (feet)  VERTCON   
 PZ0778  ___________________________________________________________________
 PZ0778  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 PZ0778  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 PZ0778
 PZ0778  HORZ ORDER  -  THIRD
 PZ0778
 PZ0778.The horizontal coordinates were established by classical geodetic methods
 PZ0778.and adjusted by the National Geodetic Survey in July 1992..
 PZ0778
 PZ0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0778
 PZ0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0778
 PZ0778.The geoid height was determined by GEOID03.
 PZ0778
 PZ0778;                    North         East     Units Scale Factor Converg.
 PZ0778;SPC ID C     -   299,878.571   507,309.486   MT  0.99994803   +0 03 50.8
 PZ0778;UTM  12      - 4,916,652.252   268,266.242   MT  1.00026046   -2 02 04.2
 PZ0778
 PZ0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0778!SPC ID C     -   0.99947208  x   0.99994803  =   0.99942014
 PZ0778!UTM  12      -   0.99947208  x   1.00026046  =   0.99973241
 PZ0778
 PZ0778|---------------------------------------------------------------------|
 PZ0778| PID    Reference Object                     Distance      Geod. Az  |
 PZ0778|                                                           dddmmss.s |
 PZ0778| CN3666 GROUSE CREEK RM 2                     4.075 METERS 15352     |
 PZ0778| QA0696 LONE PINE RESET                     APPROX.21.0 KM 2634125.5 |
 PZ0778|---------------------------------------------------------------------|
 PZ0778
 PZ0778                          SUPERSEDED SURVEY CONTROL
 PZ0778
 PZ0778  NAD 83(1986)-  44 21 58.02020(N)    113 54 29.85764(W) AD(       ) 3
 PZ0778  NAD 27      -  44 21 58.30225(N)    113 54 26.69274(W) AD(       ) 3
 PZ0778  NGVD 29 (07/19/86) 3378.7    (m)        11085.     (f) VERT ANG       
 PZ0778
 PZ0778.Superseded values are not recommended for survey control.
 PZ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0778.See file dsdata.txt to determine how the superseded data were derived.
 PZ0778
 PZ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ6826616652(NAD 83)
 PZ0778_MARKER: DR = REFERENCE MARK DISK
 PZ0778_SETTING: 80 = SET IN A BOULDER
 PZ0778_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PZ0778
 PZ0778  HISTORY     - Date     Condition        Report By
 PZ0778  HISTORY     - 1932     MONUMENTED       USGS
 PZ0778  HISTORY     - 1956     GOOD             USGS
 PZ0778
 PZ0778                          STATION DESCRIPTION
 PZ0778
 PZ0778'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 PZ0778'LOCATED ON SUMMIT OF GROUSE CREEK MOUNTAIN BETWEEN GROUSE CREEK
 PZ0778'AND DEAD CAT CANYON.
 PZ0778'
 PZ0778'STATION MARK--STANDARD BRONZE RM TABLET
 PZ0778'STAMPED---GROUSE CREEK NO 1 1932,---CEMENTED IN ROCK.
 PZ0778'
 PZ0778'RM 1--ROCK CAIRN BUILT IN 1930 BY FOREST RANGER.
 PZ0778'
 PZ0778'RM 2--STANDARD BRONZE RM TABLET
 PZ0778'STAMPED---GROUSE CREEK NO 2 1932,---CEMENTED IN ROCK.
 PZ0778
 PZ0778                          STATION RECOVERY (1956)
 PZ0778
 PZ0778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0778'RECOVERED IN GOOD CONDITION.
 PZ0778'
 PZ0778'RM 1 REMOVED TO CLEAR SIGHT LINES.
 PZ0778'
 PZ0778'TO REACH FROM INTERSECTION OF MAY ACCESS RD. WITH PATTERSON RD.
 PZ0778'ABOUT 0.3 MI E. OF MAY, DRIVE 1.4 MI S. ON PATTERSON RD. TO T-RD. S.
 PZ0778'TURN RIGHT 3.6 MI TO X-RDS.  TURN LEFT 9.1 MI TO Y-FORK.  TAKE
 PZ0778'RIGHT FORK ON DOUBLE SPRING RD. 3.2 MI TO T-TRACK RD. W.  TURN
 PZ0778'RIGHT AS PER SIGN DEAD CAT CANYON FOLLOWING RD. 3.7 MI UP
 PZ0778'CANYON TO DIM Y-FORK.  TURN HARD RIGHT UPHILL 1.1 MI TO END OF
 PZ0778'RD. IN SADDLE AND END OF 2-WHEEL DRIVE TRAVEL.  WITH 4-WHEEL DRIVE
 PZ0778'GO DOWN STEEP SLOPE TO BOTTOM OF CANYON THENCE UP ROCKY SLOPE TO
 PZ0778'TIMBERED RIDGE ON SOUTH SIDE OF BARE BLACK ROCKY TOP ABOUT 1.3
 PZ0778'MI.  TURN LEFT AND WORK UP ALONG RIDGE AS FAR AS POSSIBLE ABOUT
 PZ0778'0.5 MI TO END OF RD.  PACK UP RIDGE TO MAIN RIDGE JUST ABOVE
 PZ0778'TIMBERED LINE THENCE RIGHT ALONG RIDGE TO TOP AND STATION.  ABOUT
 PZ0778'A 1-1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0680 ***********************************************************************
 QA0680  DESIGNATION -  GROUSE LOOKOUT HOUSE
 QA0680  PID         -  QA0680
 QA0680  STATE/COUNTY-  ID/CUSTER
 QA0680  USGS QUAD   -  GROUSE PEAK (1989)
 QA0680
 QA0680                         *CURRENT SURVEY CONTROL
 QA0680  ___________________________________________________________________
 QA0680* NAD 83(1992)-  44 33 55.14686(N)    114 05 41.40169(W)     ADJUSTED  
 QA0680* NAVD 88     -      2582.     (meters)    8471.     (feet)  SCALED    
 QA0680  ___________________________________________________________________
 QA0680  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 QA0680  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 QA0680
 QA0680  HORZ ORDER  -  THIRD
 QA0680
 QA0680.The horizontal coordinates were established by classical geodetic methods
 QA0680.and adjusted by the National Geodetic Survey in July 1992..
 QA0680
 QA0680.The orthometric height was scaled from a topographic map.
 QA0680
 QA0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0680
 QA0680.The geoid height was determined by GEOID03.
 QA0680
 QA0680;                    North         East     Units Scale Factor Converg.
 QA0680;SPC ID C     -   322,013.200   492,466.731   MT  0.99994807   -0 03 59.6
 QA0680;UTM  11      - 4,938,770.616   730,697.805   MT  1.00025454   +2 02 22.3
 QA0680
 QA0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0680!SPC ID C     -   0.99959724  x   0.99994807  =   0.99954533
 QA0680!UTM  11      -   0.99959724  x   1.00025454  =   0.99985168
 QA0680
 QA0680                          SUPERSEDED SURVEY CONTROL
 QA0680
 QA0680  NAD 83(1986)-  44 33 55.14586(N)    114 05 41.39425(W) AD(       ) 4
 QA0680  NAD 27      -  44 33 55.41906(N)    114 05 38.17807(W) AD(       ) 3
 QA0680
 QA0680.Superseded values are not recommended for survey control.
 QA0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0680.See file dsdata.txt to determine how the superseded data were derived.
 QA0680
 QA0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK3069838771(NAD 83)
 QA0680
 QA0680  HISTORY     - Date     Condition        Report By
 QA0680  HISTORY     - 1957     MONUMENTED       CGS
 QA0680
 QA0680                          STATION DESCRIPTION
 QA0680
 QA0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0680'THE STATION IS LOCATED ABOUT 9 MILES SOUTH SOUTHWEST OF ELLIS, 7
 QA0680'MILES NORTHEAST OF CHALLIS AND 4 MILES EAST OF THE SALMON
 QA0680'RIVER, ON A PROMINENT GRASS COVERED MOUNTAIN.
 QA0680'
 QA0680'THE U.S. FOREST SERVICE LOOKOUT HOUSE IS A 15 FOOT SQUARE
 QA0680'WOODEN BUILDING WITH A 4 FOOT PORCH AROUND IT.  THE CENTER OF
 QA0680'THE HOUSE WAS TRAVERSED TO GROUSE 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1011 ***********************************************************************
 TO1011  DESIGNATION -  GROUSE MOUNTAIN LOOKOUT
 TO1011  PID         -  TO1011
 TO1011  STATE/COUNTY-  ID/BONNER
 TO1011  USGS QUAD   -  WYLIE KNOB (1996)
 TO1011
 TO1011                         *CURRENT SURVEY CONTROL
 TO1011  ___________________________________________________________________
 TO1011* NAD 83(1992)-  48 29 50.21078(N)    116 15 57.49481(W)     ADJUSTED  
 TO1011* NAVD 88     -                                                        
 TO1011  ___________________________________________________________________
 TO1011  LAPLACE CORR-           8.52  (seconds)                    DEFLEC99
 TO1011  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 TO1011
 TO1011  HORZ ORDER  -  THIRD
 TO1011
 TO1011.The horizontal coordinates were established by classical geodetic methods
 TO1011.and adjusted by the National Geodetic Survey in July 1992..
 TO1011
 TO1011
 TO1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1011
 TO1011.The geoid height was determined by GEOID03.
 TO1011
 TO1011;                    North         East     Units Scale Factor Converg.
 TO1011;SPC ID W     -   759,187.256   761,869.596   MT  0.99995119   -0 23 11.1
 TO1011;UTM  11      - 5,371,833.470   554,226.818   MT  0.99963613   +0 32 59.1
 TO1011
 TO1011                          SUPERSEDED SURVEY CONTROL
 TO1011
 TO1011  NAD 83(1986)-  48 29 50.22016(N)    116 15 57.49364(W) AD(       ) 4
 TO1011  NAD 27      -  48 29 50.45717(N)    116 15 53.82959(W) AD(       ) 3
 TO1011
 TO1011.Superseded values are not recommended for survey control.
 TO1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1011.See file dsdata.txt to determine how the superseded data were derived.
 TO1011
 TO1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5422771833(NAD 83)
 TO1011
 TO1011  HISTORY     - Date     Condition        Report By
 TO1011  HISTORY     - UNK      MONUMENTED
 TO1011  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO1011
 TO1011                          STATION DESCRIPTION
 TO1011
 TO1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO1011'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1012 ***********************************************************************
 TO1012  DESIGNATION -  GROUSE MTN
 TO1012  PID         -  TO1012
 TO1012  STATE/COUNTY-  ID/BONNER
 TO1012  USGS QUAD   -  WYLIE KNOB (1996)
 TO1012
 TO1012                         *CURRENT SURVEY CONTROL
 TO1012  ___________________________________________________________________
 TO1012* NAD 83(1992)-  48 29 50.04412(N)    116 15 57.21687(W)     ADJUSTED  
 TO1012* NAVD 88     -      1824.11   (+/-2cm)    5984.6    (feet)  VERTCON   
 TO1012  ___________________________________________________________________
 TO1012  LAPLACE CORR-           8.51  (seconds)                    DEFLEC99
 TO1012  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 TO1012
 TO1012  HORZ ORDER  -  THIRD
 TO1012  VERT ORDER  -  THIRD ? (See Below)
 TO1012
 TO1012.The horizontal coordinates were established by classical geodetic methods
 TO1012.and adjusted by the National Geodetic Survey in July 1992..
 TO1012
 TO1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1012.The vertical order pertains to the NGVD 29 superseded value.
 TO1012
 TO1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1012
 TO1012.The geoid height was determined by GEOID03.
 TO1012
 TO1012;                    North         East     Units Scale Factor Converg.
 TO1012;SPC ID W     -   759,182.069   761,875.267   MT  0.99995118   -0 23 10.9
 TO1012;UTM  11      - 5,371,828.378   554,232.571   MT  0.99963614   +0 32 59.3
 TO1012
 TO1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1012!SPC ID W     -   0.99971675  x   0.99995118  =   0.99966795
 TO1012!UTM  11      -   0.99971675  x   0.99963614  =   0.99935300
 TO1012
 TO1012:                Primary Azimuth Mark                     Grid Az
 TO1012:SPC ID W     -  IRON MOUNTAIN                            031 20 12.1
 TO1012:UTM  11      -  IRON MOUNTAIN                            030 24 01.9
 TO1012
 TO1012|---------------------------------------------------------------------|
 TO1012| PID    Reference Object                     Distance      Geod. Az  |
 TO1012|                                                           dddmmss.s |
 TO1012| TO0918 IRON MOUNTAIN                       APPROX. 8.9 KM 0305701.2 |
 TO1012|---------------------------------------------------------------------|
 TO1012
 TO1012                          SUPERSEDED SURVEY CONTROL
 TO1012
 TO1012  NAD 83(1986)-  48 29 50.05350(N)    116 15 57.21221(W) AD(       ) 3
 TO1012  NAD 27      -  48 29 50.29057(N)    116 15 53.54340(W) AD(       ) 3
 TO1012  NGVD 29 (07/19/86) 1822.83   (m)         5980.4    (f) LEVELING    3  
 TO1012
 TO1012.Superseded values are not recommended for survey control.
 TO1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1012.See file dsdata.txt to determine how the superseded data were derived.
 TO1012
 TO1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5423371828(NAD 83)
 TO1012_MARKER: DD = SURVEY DISK
 TO1012_SETTING: 66 = SET IN ROCK OUTCROP
 TO1012_SP_SET: SET IN ROCK OUTCROP
 TO1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO1012+STABILITY: POSITION/ELEVATION WELL
 TO1012
 TO1012  HISTORY     - Date     Condition        Report By
 TO1012  HISTORY     - 1947     MONUMENTED       USGS
 TO1012
 TO1012                          STATION DESCRIPTION
 TO1012
 TO1012'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 TO1012'LOCATED ABOUT 9.2 MI. (AIRLINE) E. OF ELMIRA, 20.5 MI. NE. OF
 TO1012'SANDPOINT, ON A PROMINENT MOUNTAIN KNOWN LOCALLY AS GROUSE MOUNTAIN.
 TO1012'
 TO1012'STATION REACHED BY HELICOPTER.
 TO1012'
 TO1012'TO REACH STATION FROM COLBURN, DRIVE N. ON U.S. HIGHWAY 95 FOR 0.3 MI.
 TO1012'TO RD. FORKS, TAKE RIGHT FORK (E.) AND DRIVE FOR 4.5 MI. TO RD. FORKS
 TO1012'AT GROUSE CREEK SCHOOL, TAKE LEFT FORK (N.) FOR 0.6 MI. TO RD. FORKS,
 TO1012'TAKE RIGHT FORK (E.) WHICH IS THE GROUSE CREEK ROAD AND DRIVE 11.4
 TO1012'MI. TO JUNCTION WITH TRAIL NO. 145, TAKE TRAIL NO. 145 (VERY DIM)
 TO1012'FOR 3.0 MI. TO TOP OF RIDGE AND JUNCTION WITH TRAIL NO. 164, TAKE
 TO1012'TRAIL NO. 164 TO THE RIGHT (E.) FOR 1.0 MI. ALONG TOP OF RIDGE TO
 TO1012'STATION.  (THERE IS AN OLD ABANDONED USFS L.O. NEAR STATION.)
 TO1012'
 TO1012'STATION MARK--STANDARD TABLET STAMPED---GROUSE MTN 1947---, CEMENTED
 TO1012'IN SOLID ROCK OUTCROP.
 TO1012'
 TO1012'REFERENCE MARK NO. 1--STANDARD R.M. TABLET STAMPED---NO 1---,
 TO1012'CEMENTED IN SOLID ROCK OUTCROP, 21.37 FT. FROM THE STATION MARK,
 TO1012'S 04 DEG 32 MIN E.
 TO1012'
 TO1012'REFERENCE MARK NO. 2--STANDARD R.M. TABLET STAMPED---NO 2---,
 TO1012'CEMENTED IN SOLID ROCK OUTCROP, 25.31 FT. FROM THE STATION MARK,
 TO1012'S 67 DEG 46 MIN W.
 TO1012'
 TO1012'NOTE--NGS STATION --GROUSE MTN. L.O.T.-- HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI5649 ***********************************************************************
 AI5649  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI5649  DESIGNATION -  GTRG_EBRY_ID1998 CORS ARP
 AI5649  CORS_ID     -  GTRG
 AI5649  PID         -  AI5649
 AI5649  STATE/COUNTY-  ID/BLAINE
 AI5649  USGS QUAD   -  ANTELOPE LAKE (1972)
 AI5649
 AI5649                         *CURRENT SURVEY CONTROL
 AI5649  ___________________________________________________________________
 AI5649* NAD 83(CORS)-  43 14 38.71107(N)    113 14 28.31490(W)     ADJUSTED  
 AI5649* NAVD 88     -                                                        
 AI5649  ___________________________________________________________________
 AI5649  EPOCH DATE  -        2002.00
 AI5649  X           -  -1,836,693.770 (meters)                     COMP
 AI5649  Y           -  -4,276,831.838 (meters)                     COMP
 AI5649  Z           -   4,348,349.192 (meters)                     COMP
 AI5649  ELLIP HEIGHT-        1539.77  (meters)          (03/??/02) GPS OBS
 AI5649  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 AI5649
 AI5649  HORZ ORDER  -  SPECIAL (CORS)
 AI5649  ELLP ORDER  -  SPECIAL (CORS)
 AI5649
 AI5649.ITRF positions are available for this station.
 AI5649.The coordinates were established by GPS observations
 AI5649.and adjusted by the National Geodetic Survey in March 2002..
 AI5649.The coordinates are valid at the epoch date displayed above.
 AI5649.The epoch date for horizontal control is a decimal equivalence
 AI5649.of Year/Month/Day.
 AI5649
 AI5649
 AI5649.The PID for the CORS L1 Phase Center is DH4797.
 AI5649
 AI5649.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI5649
 AI5649.The ellipsoidal height was determined by GPS observations
 AI5649.and is referenced to NAD 83.
 AI5649
 AI5649.The geoid height was determined by GEOID03.
 AI5649
 AI5649;                    North         East     Units Scale Factor Converg.
 AI5649;SPC ID C     -   175,493.517   561,624.792   MT  0.99999407   +0 31 11.6
 AI5649
 AI5649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5649!SPC ID C     -   0.99975859  x   0.99999407  =   0.99975266
 AI5649
 AI5649                          SUPERSEDED SURVEY CONTROL
 AI5649
 AI5649  NAD 83(CORS)-  43 14 38.71061(N)    113 14 28.31521(W) AD(1997.00) c
 AI5649  ELLIP H (06/??/00) 1539.76   (m)                       GP(1997.00) c c
 AI5649
 AI5649.Superseded values are not recommended for survey control.
 AI5649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5649.See file dsdata.txt to determine how the superseded data were derived.
 AI5649
 AI5649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN1804590359(NAD 83)
 AI5649_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI5649
 AI5649                          STATION DESCRIPTION
 AI5649
 AI5649'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI5649'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI5649'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI5649'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI5649'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI5649'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH4797 ***********************************************************************
 DH4797  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4797  DESIGNATION -  GTRG_EBRY_ID1998 CORS L1 PHASE CENTER
 DH4797  CORS_ID     -  GTRG
 DH4797  PID         -  DH4797
 DH4797  STATE/COUNTY-  ID/BLAINE
 DH4797  USGS QUAD   -  ANTELOPE LAKE (1972)
 DH4797
 DH4797                         *CURRENT SURVEY CONTROL
 DH4797  ___________________________________________________________________
 DH4797* NAD 83(CORS)-  43 14 38.71110(N)    113 14 28.31482(W)     ADJUSTED  
 DH4797* NAVD 88     -                                                        
 DH4797  ___________________________________________________________________
 DH4797  EPOCH DATE  -        2002.00
 DH4797  X           -  -1,836,693.800 (meters)                     COMP
 DH4797  Y           -  -4,276,831.912 (meters)                     COMP
 DH4797  Z           -   4,348,349.268 (meters)                     COMP
 DH4797  ELLIP HEIGHT-        1539.88  (meters)          (03/??/02) GPS OBS
 DH4797  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 DH4797
 DH4797  HORZ ORDER  -  SPECIAL (CORS)
 DH4797  ELLP ORDER  -  SPECIAL (CORS)
 DH4797
 DH4797.ITRF positions are available for this station.
 DH4797.The coordinates were established by GPS observations
 DH4797.and adjusted by the National Geodetic Survey in March 2002..
 DH4797.The coordinates are valid at the epoch date displayed above.
 DH4797.The epoch date for horizontal control is a decimal equivalence
 DH4797.of Year/Month/Day.
 DH4797
 DH4797
 DH4797.The PID for the CORS ARP is AI5649.
 DH4797
 DH4797.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4797
 DH4797.The ellipsoidal height was determined by GPS observations
 DH4797.and is referenced to NAD 83.
 DH4797
 DH4797.The geoid height was determined by GEOID03.
 DH4797
 DH4797;                    North         East     Units Scale Factor Converg.
 DH4797;SPC ID C     -   175,493.518   561,624.793   MT  0.99999407   +0 31 11.6
 DH4797
 DH4797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4797!SPC ID C     -   0.99975858  x   0.99999407  =   0.99975265
 DH4797
 DH4797                          SUPERSEDED SURVEY CONTROL
 DH4797
 DH4797  NAD 83(CORS)-  43 14 38.71064(N)    113 14 28.31513(W) AD(1997.00) c
 DH4797  ELLIP H (06/??/00) 1539.87   (m)                       GP(1997.00) c c
 DH4797
 DH4797.Superseded values are not recommended for survey control.
 DH4797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4797.See file dsdata.txt to determine how the superseded data were derived.
 DH4797
 DH4797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN1804590359(NAD 83)
 DH4797_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH4797
 DH4797                          STATION DESCRIPTION
 DH4797
 DH4797'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH4797'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4797'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4797'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4797'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4797'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1662 ***********************************************************************
 NU1662  DESIGNATION -  GUARD
 NU1662  PID         -  NU1662
 NU1662  STATE/COUNTY-  ID/BLAINE
 NU1662  USGS QUAD   -  LAKE WALCOTT EAST (1984)
 NU1662
 NU1662                         *CURRENT SURVEY CONTROL
 NU1662  ___________________________________________________________________
 NU1662* NAD 83(1992)-  42 38 26.53652(N)    113 18 25.23593(W)     ADJUSTED  
 NU1662* NAVD 88     -      1298.4    (meters)    4260.     (feet)  VERTCON   
 NU1662  ___________________________________________________________________
 NU1662  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 NU1662  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 NU1662
 NU1662  HORZ ORDER  -  SECOND
 NU1662
 NU1662.The horizontal coordinates were established by classical geodetic methods
 NU1662.and adjusted by the National Geodetic Survey in July 1992..
 NU1662
 NU1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1662
 NU1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1662
 NU1662.The geoid height was determined by GEOID03.
 NU1662
 NU1662;                    North         East     Units Scale Factor Converg.
 NU1662;SPC ID C     -   108,419.629   556,832.332   MT  0.99998709   +0 28 10.0
 NU1662;SPC ID E     -   108,817.275   106,479.754   MT  1.00005493   -0 46 21.1
 NU1662;UTM  12      - 4,723,497.031   310,863.197   MT  1.00004013   -1 33 47.6
 NU1662
 NU1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1662!SPC ID C     -   0.99979863  x   0.99998709  =   0.99978572
 NU1662!SPC ID E     -   0.99979863  x   1.00005493  =   0.99985355
 NU1662!UTM  12      -   0.99979863  x   1.00004013  =   0.99983875
 NU1662
 NU1662|---------------------------------------------------------------------|
 NU1662| PID    Reference Object                     Distance      Geod. Az  |
 NU1662|                                                           dddmmss.s |
 NU1662| CM4800 GUARD RM 1                            9.448 METERS 02233     |
 NU1662| CM4801 GUARD RM 2                            7.052 METERS 12836     |
 NU1662| CM4799 GUARD AZ MK                                        3002608.8 |
 NU1662|---------------------------------------------------------------------|
 NU1662
 NU1662                          SUPERSEDED SURVEY CONTROL
 NU1662
 NU1662  NAD 83(1986)-  42 38 26.53473(N)    113 18 25.22940(W) AD(       ) 2
 NU1662  NAD 27      -  42 38 26.86000(N)    113 18 22.23100(W) AD(       ) 2
 NU1662  NGVD 29 (07/19/86) 1297.4    (m)         4257.     (f) VERT ANG       
 NU1662
 NU1662.Superseded values are not recommended for survey control.
 NU1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1662.See file dsdata.txt to determine how the superseded data were derived.
 NU1662
 NU1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN1086323497(NAD 83)
 NU1662_MARKER: DS = TRIANGULATION STATION DISK
 NU1662_SETTING: 66 = SET IN ROCK OUTCROP
 NU1662
 NU1662  HISTORY     - Date     Condition        Report By
 NU1662  HISTORY     - 1950     MONUMENTED       CGS
 NU1662
 NU1662                          STATION DESCRIPTION
 NU1662
 NU1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1662'THE STATION IS LOCATED ON THE TOP OF A LOW, ROCKY HILL, ABOUT
 NU1662'1/4 MILE NORTH OF THE NORTH SHORE OF LAKE WALCOTT, ABOUT
 NU1662'100 YARDS NORTH OF THE CENTERLINE OF A DIRT ROAD, ABOUT 0.1
 NU1662'MILE NORTHEAST OF A CATTLE GUARD, ABOUT 18 MILES AIRLINE EAST
 NU1662'OF RUPERT, ABOUT 12 MILES AIRLINE SOUTHEAST OF MINIDOKA, AND
 NU1662'ABOUT 8 MILES AIRLINE SOUTHWEST OF WAPI.
 NU1662'
 NU1662'TO REACH THE STATION FROM THE POST OFFICE IN ACEQUIA, GO NORTH
 NU1662'FOR 0.2 MILE TO A T-ROAD.  TURN RIGHT AND GO 0.7 MILE TO A SIDE
 NU1662'ROAD ON THE RIGHT.  TURN RIGHT AS PER SIGN MINIDOKA DAM AND
 NU1662'GO 4.9 MILES TO A FORK.  KEEP STRAIGHT AHEAD, LEFT, AND GO 0.2
 NU1662'MILE TO A FORK ON THE EAST SIDE OF A SMALL BRIDGE.  TURN LEFT
 NU1662'AND GO 0.3 MILE TO A FORK.  TURN RIGHT AND GO 0.1 MILE TO
 NU1662'A FORK.  TURN RIGHT AND GO 0.1 MILE TO A FORK.  TURN LEFT
 NU1662'AND GO 7.7 MILES TO A FORK.  KEEP STRAIGHT AHEAD, RIGHT, AND
 NU1662'GO 6.3 MILES TO A CATTLE GUARD AND THE STATION ON THE LEFT.
 NU1662'
 NU1662'THE STATION MARK IS A STANDARD DISK STAMPED GUARD 1950 SET
 NU1662'IN A DRILL HOLE IN OUTCROPPING LAVA BEDROCK THAT PROJECTS
 NU1662'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT 8 FEET SOUTHWEST
 NU1662'OF A 4-FOOT CAIRN.
 NU1662'
 NU1662'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GUARD NO
 NU1662'1 1950 SET IN A DRILL HOLE IN OUTCROPPING LAVA BEDROCK THAT
 NU1662'PROJECTS ABOUT 3 FEET ABOVE THE GROUND AND IS ABOUT 1 FOOT
 NU1662'HIGHER THAN THE STATION.
 NU1662'
 NU1662'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GUARD NO
 NU1662'2 1950 SET IN A DRILL HOLE IN OUTCROPPING LAVA BEDROCK THAT
 NU1662'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS ABOUT 18
 NU1662'INCHES LOWER THAN THE STATION.
 NU1662'
 NU1662'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF THE ROAD
 NU1662'LEADING TO THE STATION, AND IS A STANDARD DISK STAMPED GUARD
 NU1662'1950 SET IN A DRILL HOLE IN OUTCROPPING LAVA BEDROCK THAT
 NU1662'PROJECTS ABOUT 3 FEET ABOVE THE GROUND.  IT IS ABOUT 2 FEET
 NU1662'NORTH OF A 3-FOOT CAIRN AND ABOUT 55 FEET NORTH OF THE CENTERLINE
 NU1662'OF THE ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 NU1662'GO EAST FOR 0.3 MILE TO A CAIRN AND THE AZIMUTH MARK ON THE
 NU1662'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1334 ***********************************************************************
 OH1334  DESIGNATION -  GUFFEY
 OH1334  PID         -  OH1334
 OH1334  STATE/COUNTY-  ID/ADA
 OH1334  USGS QUAD   -  INITIAL POINT (1992)
 OH1334
 OH1334                         *CURRENT SURVEY CONTROL
 OH1334  ___________________________________________________________________
 OH1334* NAD 83(1992)-  43 18 00.06891(N)    116 28 19.12886(W)     ADJUSTED  
 OH1334* NAVD 88     -       855.5    (meters)    2807.     (feet)  VERTCON   
 OH1334  ___________________________________________________________________
 OH1334  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 OH1334  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 OH1334
 OH1334  HORZ ORDER  -  SECOND
 OH1334
 OH1334.The horizontal coordinates were established by classical geodetic methods
 OH1334.and adjusted by the National Geodetic Survey in July 1992..
 OH1334
 OH1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1334
 OH1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1334
 OH1334.The geoid height was determined by GEOID03.
 OH1334
 OH1334;                    North         East     Units Scale Factor Converg.
 OH1334;SPC ID W     -   181,678.212   741,420.085   MT  0.99997553   -0 29 42.6
 OH1334;UTM  11      - 4,794,267.633   542,828.067   MT  0.99962256   +0 21 43.7
 OH1334
 OH1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1334!SPC ID W     -   0.99986853  x   0.99997553  =   0.99984406
 OH1334!UTM  11      -   0.99986853  x   0.99962256  =   0.99949114
 OH1334
 OH1334|---------------------------------------------------------------------|
 OH1334| PID    Reference Object                     Distance      Geod. Az  |
 OH1334|                                                           dddmmss.s |
 OH1334| CD5197 GUFFEY RM 1                           5.988 METERS 01614     |
 OH1334| OH1331 SWAN FALLS CAIRN POINTED HILL       APPROX. 8.7 KM 0705008.9 |
 OH1334| CD5198 GUFFEY RM 2                           5.515 METERS 12047     |
 OH1334| CD5196 GUFFEY AZ MK                                       3595536.3 |
 OH1334|---------------------------------------------------------------------|
 OH1334
 OH1334                          SUPERSEDED SURVEY CONTROL
 OH1334
 OH1334  NAD 83(1986)-  43 18 00.06857(N)    116 28 19.12468(W) AD(       ) 2
 OH1334  NAD 27      -  43 18 00.47868(N)    116 28 15.69963(W) AD(       ) 2
 OH1334  NGVD 29 (07/19/86)  854.6    (m)         2804.     (f) VERT ANG       
 OH1334
 OH1334.Superseded values are not recommended for survey control.
 OH1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1334.See file dsdata.txt to determine how the superseded data were derived.
 OH1334
 OH1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH4282894268(NAD 83)
 OH1334_MARKER: Z = SEE DESCRIPTION
 OH1334_SETTING: 0 = UNSPECIFIED SETTING
 OH1334
 OH1334  HISTORY     - Date     Condition        Report By
 OH1334  HISTORY     - 1944     MONUMENTED       CGS
 OH1334  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OH1334
 OH1334                          STATION DESCRIPTION
 OH1334
 OH1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1334'STATION IS ABOUT 6 MILES SSE OF MELBA, 1 MILE N OF SNAKE
 OH1334'RIVER, ON UPPER BENCH OF CANYON NEAR WHERE IT MAKES A SHARP
 OH1334'TURN TO THE N.  IT IS 17 FEET SSE OF A 5-FOOT CAIRN, 18 FEET
 OH1334'N OF THE EDGE OF THE BENCH, 54 FEET ENE OF THE POINT OF THE
 OH1334'BENCH.  AND 297 FEET S OF THE N ONE OF TWO PROMINENT ROCKS
 OH1334'ON THE EDGE OF THE BENCH.
 OH1334'
 OH1334'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 OH1334'IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED
 OH1334'GUFFEY 1944.
 OH1334'
 OH1334'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 OH1334'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED GUFFEY NO 1 1944
 OH1334'AND IS FLUSH WITH THE GROUND.  IT IS LOCATED ABOUT 15 FEET
 OH1334'E OF THE CAIRN AND ABOUT 38 FEET N OF THE EDGE OF THE BENCH.
 OH1334'
 OH1334'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 OH1334'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED GUFFEY NO 2 1944
 OH1334'AND IS FLUSH WITH THE GROUND.  IT IS LOCATED 3 FEET N OF
 OH1334'THE EDGE OF THE BENCH AND ABOUT 35 FEET SE OF THE CAIRN.
 OH1334'
 OH1334'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 OH1334'IN OUTCROPPING BEDROCK.  IT IS STAMPED GUFFEY 1944 AND IS FLUSH
 OH1334'WITH THE GROUND.  IT IS LOCATED ABOUT 5 FEET E OF A 4-FOOT CAIRN.
 OH1334'
 OH1334'TO REACH STATION FROM MELBA, FOLLOW HIGHWAY S FROM THE HIGHWAY
 OH1334'INTERSECTION FOR 3.8 MILES TO THE INTERSECTION OF THE HIGHWAY
 OH1334'WITH A GRADED ROAD WHICH HAS A ROAD SIGN ON THE RIGHT READING
 OH1334'WARREN SPUR ROAD (THE LAST HALF MILE FOLLOWS THE COUNTY LINE).
 OH1334'THEN TURN LEFT OFF THE HIGHWAY AND FOLLOW GRADED ROAD E 0.6
 OH1334'MILE TO END OF ROAD AT BRIDGE AND RANCH HOUSE.  THEN PASS
 OH1334'THROUGH RANCH YARD BETWEEN HOUSE AND BARN AND CONTINUE E ON
 OH1334'TRACK ROAD UP GENTLE SLOPE 1.05 MILES TO A FORK.  THEN TAKE
 OH1334'RIGHT FORK SE FOLLOWING IT 0.5 MILE TO ANOTHER FORK.  AGAIN
 OH1334'TAKE RIGHT FORK FOR 0.8 MILE TO POINT WHERE A DIM TRACK ROAD
 OH1334'LEADS OFF TO RIGHT (THIS IS 0.3 MILE BEYOND THE POINT WHERE
 OH1334'THE AZIMUTH MARK FOR THIS STATION IS NEAR A VISIBLE
 OH1334'CAIRN ON SMALL KNOLL ABOUT 0.2 MILE TO THE RIGHT OF THE
 OH1334'ROAD).  THEN FOLLOW DIM TRACK ROAD S ABOUT 1.0 MILE TO THE
 OH1334'STATION.
 OH1334
 OH1334                          STATION RECOVERY (1973)
 OH1334
 OH1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 OH1334'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OH1334'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A METAL WITNESS
 OH1334'POST WAS PLACED 2 FEET EAST OF THE AZIMUTH MARK.  THE ORIGINAL
 OH1334'TO REACH IS OBSOLETE.  A NEW TO REACH FOLLOWS.
 OH1334'
 OH1334'TO REACH THE STATION FROM THE MELBA POST OFFICE GO SOUTH ON
 OH1334'THE MACADAM ROAD FOR 2.0 MILES TO THE STODDARD RAILROAD SIDING,
 OH1334'CONTINUE SOUTH, AND EAST, AND SOUTH ON THE MACADAM ROAD FOR
 OH1334'1.8 MILES TO A CROSSROAD, TURN LEFT, AND GO EAST ON WARREN
 OH1334'SPUR ROAD FOR 2.1 MILES TO A CROSSROAD, TURN RIGHT, AND GO
 OH1334'SOUTH ON MC DERRMOTT ROAD FOR 0.9 MILE TO THE AZIMUTH MARK
 OH1334'ON THE LEFT.  CONTINUE SOUTH ON MC DERMOTT ROAD FOR 0.9
 OH1334'MILE TO WHERE THE ROAD TURNS EAST ALONG THE EDGE OF A
 OH1334'CULTIVATED FIELD, LEAVE THE TRACK ROAD, AND GO ACROSS COUNTRY
 OH1334'ON DIM TRACK ROAD FOR 0.3 MILE TO THE STATION, AT THE
 OH1334'EDGE OF THE RIM ABOVE THE RIVER.
 OH1334'
 OH1334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 OH1334'SOUTH-SOUTHEAST OF MELBA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1378 ***********************************************************************
 OH1378  DESIGNATION -  GULCH
 OH1378  PID         -  OH1378
 OH1378  STATE/COUNTY-  ID/PAYETTE
 OH1378  USGS QUAD   -  LETHA (1971)
 OH1378
 OH1378                         *CURRENT SURVEY CONTROL
 OH1378  ___________________________________________________________________
 OH1378* NAD 83(1992)-  43 59 11.68643(N)    116 44 39.25061(W)     ADJUSTED  
 OH1378* NAVD 88     -       772.7    (meters)    2535.     (feet)  VERTCON   
 OH1378  ___________________________________________________________________
 OH1378  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 OH1378  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 OH1378
 OH1378  HORZ ORDER  -  SECOND
 OH1378
 OH1378.The horizontal coordinates were established by classical geodetic methods
 OH1378.and adjusted by the National Geodetic Survey in July 1992..
 OH1378
 OH1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1378
 OH1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1378
 OH1378.The geoid height was determined by GEOID03.
 OH1378
 OH1378;                    North         East     Units Scale Factor Converg.
 OH1378;SPC ID W     -   258,181.095   720,243.289   MT  1.00001154   -0 41 25.9
 OH1378;UTM  11      - 4,870,414.057   520,510.253   MT  0.99960517   +0 10 39.5
 OH1378
 OH1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1378!SPC ID W     -   0.99988160  x   1.00001154  =   0.99989314
 OH1378!UTM  11      -   0.99988160  x   0.99960517  =   0.99948681
 OH1378
 OH1378:                Primary Azimuth Mark                     Grid Az
 OH1378:SPC ID W     -  GULCH AZ MK                              030 39 15.7
 OH1378:UTM  11      -  GULCH AZ MK                              029 47 10.3
 OH1378
 OH1378|---------------------------------------------------------------------|
 OH1378| PID    Reference Object                     Distance      Geod. Az  |
 OH1378|                                                           dddmmss.s |
 OH1378| CD5199 GULCH AZ MK                                        0295749.8 |
 OH1378| CD5200 GULCH RM 1                           13.140 METERS 04053     |
 OH1378| CD5201 GULCH RM 2                           17.789 METERS 13216     |
 OH1378| OH1412 NEW PLYMOUTH MUNICIPAL TANK         APPROX. 6.4 KM 2532311.1 |
 OH1378|---------------------------------------------------------------------|
 OH1378
 OH1378                          SUPERSEDED SURVEY CONTROL
 OH1378
 OH1378  NAD 83(1991)-  43 59 11.68599(N)    116 44 39.25058(W) AD(       ) 2
 OH1378  NAD 83(1986)-  43 59 11.68628(N)    116 44 39.24971(W) AD(       ) 2
 OH1378  NAD 27      -  43 59 12.09210(N)    116 44 35.72020(W) AD(       ) 2
 OH1378  NGVD 29 (07/19/86)  771.7    (m)         2532.     (f) VERT ANG       
 OH1378
 OH1378.Superseded values are not recommended for survey control.
 OH1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1378.See file dsdata.txt to determine how the superseded data were derived.
 OH1378
 OH1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2051070414(NAD 83)
 OH1378_MARKER: DS = TRIANGULATION STATION DISK
 OH1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1378+STABILITY: SURFACE MOTION
 OH1378
 OH1378  HISTORY     - Date     Condition        Report By
 OH1378  HISTORY     - 1959     MONUMENTED       CGS
 OH1378  HISTORY     - 1970     GOOD             USGS
 OH1378  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OH1378
 OH1378                          STATION DESCRIPTION
 OH1378
 OH1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1378'THE STATION IS LOCATED, AIRLINE, ABOUT 4 MILES EAST-NORTHEAST
 OH1378'OF NEW PLYMOUTH, ABOUT 2-3/4 MILES NORTH-NORTHEAST OF THE
 OH1378'JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 52, ABOUT 2
 OH1378'MILES SOUTHEAST OF THE MOUTH OF WILLOW CREEK AND ABOUT 3/4 MILE
 OH1378'WEST OF GULCH ROAD.  IT IS ON A POINT OF THE BLUFFS OVERLOOKING
 OH1378'THE PAYETTE RIVER VALLEY TO THE SOUTHWEST AND IS ABOUT 0.25 MILE
 OH1378'SOUTH-SOUTHWEST OF A TURN IN A TRANSMISSION LINE.
 OH1378'
 OH1378'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 OH1378'52, GO EAST ON STATE HIGHWAY 52, TOWARD EMMETT, FOR 1.5 MILES
 OH1378'TO A PAVED SIDE ROAD ON THE LEFT.  TURN LEFT, ON PAVED SIDE
 OH1378'ROAD, AND CONTINUE EASTERLY FOR 1.25 MILES TO A FORK.  KEEP
 OH1378'THE LEFT FORK AND CONTINUE FOR 0.5 MILE, NORTHERLY, TO A
 OH1378'Y-FORK ON THE LEFT, 0.1 MILE AFTER CROSSING THE PAYETTE RIVER.
 OH1378'TURN LEFT, NORTHWEST, AND GO 1.8 MILES TO A DIRT ROAD ON THE
 OH1378'RIGHT AND A GATE.  TURN LEFT THROUGH THE GATE AND GO EASTERLY
 OH1378'FOR 1.45 MILES ON THE DIRT ROAD UP THE GULCH TO THE SUMMIT
 OH1378'AND A GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE AND GO
 OH1378'NORTHWEST CROSS COUNTRY FOR 0.7 MILE TO A GROUP OF THREE
 OH1378'POWER POLES, TURN LEFT AND CONTINUE WEST FOR 0.25 MILE TO THE
 OH1378'EDGE OF THE BLUFF AND THE STATION.
 OH1378'
 OH1378'THE STATION MARK, STAMPED GULCH 1959, IS A STANDARD DISK SET
 OH1378'IN THE TOP OF A 10-INCH CONCRETE MONUMENT WHICH IS FLUSH
 OH1378'WITH THE GROUND.  IT IS 5.2 FEET NORTHEAST OF A WITNESS POST.
 OH1378'
 OH1378'REFERENCE MARK NUMBER ONE, STAMPED GULCH NO 1 1959, IS A
 OH1378'STANDARD DISK SET IN THE TOP OF A 10-INCH CONCRETE MONUMENT
 OH1378'WHICH IS FLUSH WITH THE GROUND.  IT IS ABOUT 1-1/2 FEET LOWER
 OH1378'THAN THE STATION.
 OH1378'
 OH1378'REFERENCE MARK NUMBER TWO, STAMPED GULCH NO 2 1959, IS A
 OH1378'STANDARD DISK SET IN THE TOP OF A 10-INCH CONCRETE MONUMENT
 OH1378'WHICH IS FLUSH WITH THE GROUND.  IT IS ABOUT 5 FEET LOWER THAN
 OH1378'THE STATION.
 OH1378'
 OH1378'THE AZIMUTH MARK, STAMPED GULCH 1959, IS A STANDARD DISK SET
 OH1378'IN THE TOP OF A 10-INCH CONCRETE MONUMENT WHICH IS FLUSH WITH
 OH1378'THE GROUND.  IT IS 40.7 FEET SOUTHWEST OF THE CENTER ONE OF
 OH1378'THREE POWER POLES MENTIONED IN THE ABOVE DESCRIPTION.
 OH1378
 OH1378                          STATION RECOVERY (1970)
 OH1378
 OH1378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OH1378'DESCRIPTION AND POSITION LISTED IN NGS QUAD 43116-4, STATION 1008.
 OH1378'
 OH1378'STATION MARK--A STANDARD DISK STAMPED---GULCH 1959---, SET IN THE
 OH1378'TOP OF A 10-INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 OH1378
 OH1378                          STATION RECOVERY (1974)
 OH1378
 OH1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OH1378'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OH1378'WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED WITH THE EXCEPTION
 OH1378'THAT REFERENCE MARK NO. 2 IS SOUTHEAST RATHER THAN SOUTHWEST.
 OH1378'A NUMBER OF DIFFERENCES WERE FOUND IN THE ORIGINAL TO REACH.
 OH1378'A NEW TO REACH FOLLOWS.
 OH1378'
 OH1378'TO REACH THE STATION FROM THE NEW PLYMOUTH POST OFFICE GO
 OH1378'SOUTH ON U.S. HIGHWAY 30 FOR 1.5 MILES TO THE JUNCTION WITH
 OH1378'STATE HIGHWAY 72, TURN LEFT, AND GO EAST ON STATE HIGHWAY 72
 OH1378'FOR 2.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 52, AT A
 OH1378'BLINKER LIGHT.  GO EAST ON STATE HIGHWAY 52 FOR 1.5 MILES TO
 OH1378'A MACADAM ROAD LEFT, TURN LEFT, CROSS THE RAILROAD TRACKS, AND
 OH1378'CONTINUE EAST FOR 1.2 MILES TO A T INTERSECTION, TURN LEFT, AND
 OH1378'GO NORTH ON THE MACADAM ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT,
 OH1378'0.1 MILE AFTER CROSSING THE PAYETTE RIVER, TURN SHARP LEFT,
 OH1378'AND GO WEST ON THE MACADAM ROAD, ALONG THE BASE OF THE
 OH1378'HILLS, FOR 1.8 MILES TO A GATE ON THE RIGHT, OPPOSITE A
 OH1378'DWELLING ON THE LEFT, TURN RIGHT, AND GO NORTH ON THE
 OH1378'GRAVELED ROAD, UP THE DRAW, FOR 1.5 MILES TO A GATE ON THE
 OH1378'LEFT, TURN LEFT, PASS THRU THE GATE, AND GO WEST IN THE
 OH1378'PASTURE FOR 0.1 MILE TO SEVERAL METAL WATER TANKS, AND
 OH1378'THE END OF THE TRACK ROAD.  TURN LEFT, AND GO SOUTHWEST
 OH1378'ACROSS THE PASTURE FOR 0.6 MILE TO A SET OF 3-POWER POLES,
 OH1378'WHERE THE POWER LINE MAKES A TURN, AND THE AZIMUTH MARK.
 OH1378'CONTINUE SOUTHWEST FOR 0.25 MILE TO THE EDGE OF THE
 OH1378'BLUFF, AND THE STATION.
 OH1378'
 OH1378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 OH1378'NORTHEAST OF NEW PLYMOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1017 ***********************************************************************
 NV1017  DESIGNATION -  GUN
 NV1017  PID         -  NV1017
 NV1017  STATE/COUNTY-  ID/TWIN FALLS
 NV1017  USGS QUAD   -  TWIN FALLS (1992)
 NV1017
 NV1017                         *CURRENT SURVEY CONTROL
 NV1017  ___________________________________________________________________
 NV1017* NAD 83(1992)-  42 36 01.85154(N)    114 28 55.83020(W)     ADJUSTED  
 NV1017* NAVD 88     -      1107.2    (meters)    3633.     (feet)  VERTCON   
 NV1017  ___________________________________________________________________
 NV1017  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 NV1017  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 NV1017
 NV1017  HORZ ORDER  -  FIRST
 NV1017
 NV1017.The horizontal coordinates were established by classical geodetic methods
 NV1017.and adjusted by the National Geodetic Survey in July 1992..
 NV1017
 NV1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1017
 NV1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1017
 NV1017.The geoid height was determined by GEOID03.
 NV1017
 NV1017;                    North         East     Units Scale Factor Converg.
 NV1017;SPC ID C     -   103,835.191   460,431.271   MT  0.99996662   -0 19 35.0
 NV1017;UTM  11      - 4,719,527.171   706,553.941   MT  1.00012494   +1 42 17.5
 NV1017
 NV1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1017!SPC ID C     -   0.99982879  x   0.99996662  =   0.99979541
 NV1017!UTM  11      -   0.99982879  x   1.00012494  =   0.99995371
 NV1017
 NV1017:                Primary Azimuth Mark                     Grid Az
 NV1017:SPC ID C     -  BRIDGE                                   095 13 21.5
 NV1017:UTM  11      -  BRIDGE                                   093 11 29.0
 NV1017
 NV1017|---------------------------------------------------------------------|
 NV1017| PID    Reference Object                     Distance      Geod. Az  |
 NV1017|                                                           dddmmss.s |
 NV1017| NV0053 BRIDGE                              APPROX. 2.2 KM 0945346.5 |
 NV1017| CD5202 GUN RM 1                             16.885 METERS 12157     |
 NV1017| CD5203 GUN RM 2                             15.140 METERS 21939     |
 NV1017|---------------------------------------------------------------------|
 NV1017
 NV1017                          SUPERSEDED SURVEY CONTROL
 NV1017
 NV1017  NAD 83(1986)-  42 36 01.84986(N)    114 28 55.82747(W) AD(       ) 1
 NV1017  NAD 27      -  42 36 02.18100(N)    114 28 52.69000(W) AD(       ) 1
 NV1017  NGVD 29 (07/19/86) 1106.3    (m)         3630.     (f) VERT ANG       
 NV1017
 NV1017.Superseded values are not recommended for survey control.
 NV1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1017.See file dsdata.txt to determine how the superseded data were derived.
 NV1017
 NV1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0655419527(NAD 83)
 NV1017_MARKER: Z = SEE DESCRIPTION
 NV1017_SETTING: 0 = UNSPECIFIED SETTING
 NV1017
 NV1017  HISTORY     - Date     Condition        Report By
 NV1017  HISTORY     - 1946     MONUMENTED       CGS
 NV1017  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NV1017
 NV1017                          STATION DESCRIPTION
 NV1017
 NV1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1017'STATION IS LOCATED ABOUT 2 MILES N OF TWIN FALLS, ON THE S
 NV1017'RIM OF THE SNAKE RIVER CANYON, ON PROPERTY OF THE SNAKE
 NV1017'RIVER GUN CLUB.
 NV1017'
 NV1017'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 NV1017'12- BY 12-INCH CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 NV1017'THE GROUND.  DISK IS STAMPED GUN 1946.  THE MARK IS 85 FEET
 NV1017'S OF THE RIM, 175 FEET N OF A TRACK ROAD, AND ABOUT 10 FEET
 NV1017'HIGHER THAN THE ROAD, IN A SAND HILL.  UNDERGROUND MARK IS A
 NV1017'BRONZE STATION DISK SET IN CONCRETE.
 NV1017'
 NV1017'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 NV1017'12- BY 12-INCH CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT
 NV1017'IS 120 FEET NE OF A TRACK ROAD, 93 FEET S OF THE RIM, AND 2 FEET
 NV1017'LOWER THAN THE STATION.  DISK IS STAMPED GUN NO 1 1946.
 NV1017'
 NV1017'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 NV1017'12- BY 12-INCH CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 NV1017'THE GROUND.  IT IS 70 FEET N OF A TRACK ROAD, 30 FEET W OF A
 NV1017'DUMP, AND 2 FEET HIGHER THAN THE STATION.  DISK IS STAMPED
 NV1017'GUN NO 2 1946.
 NV1017'
 NV1017'TRIANGULATION STATION BRIDGE WAS USED AS THE AZIMUTH MARK AT
 NV1017'THIS STATION.
 NV1017'
 NV1017'TO REACH THE STATION FROM THE POST OFFICE IN TWIN FALLS, GO
 NV1017'N ON MAIN STREET FOR 0.6 MILE TO THE JUNCTION OF U.S. HIGHWAYS
 NV1017'93 AND 30, CONTINUE N ON WASHINGTON STREET FOR 2.65 MILES TO THE
 NV1017'RIM OF THE CANYON.  TURN LEFT (W) FOR 50 YARDS, THEN BEAR
 NV1017'RIGHT FOR 0.15 MILE TO THE STATION ON THE RIGHT (N) AS
 NV1017'DESCRIBED ABOVE.
 NV1017'
 NV1017'THE SUBSTITUTE CONTROL STATION IS THE T-INTERSECTION OF
 NV1017'WASHINGTON STREET AND THE TRACK ROAD LEADING INTO THE GUN
 NV1017'CLUB.  IT IS 240 METERS SE OF STATION GUN.
 NV1017
 NV1017                          STATION RECOVERY (1948)
 NV1017
 NV1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HLH)
 NV1017'LETTER OF MR. H.L. HOGSETT, THE TRINIDAD BEAN AND ELEVATOR
 NV1017'CO., BOX 514, TWIN FALLS, IDAHO, DATED APRIL 16, 1948.
 NV1017'
 NV1017'I FOUND A BRONZE CAP FROM ONE OF YOUR MARKERS THAT HAS BEEN
 NV1017'DESTROYED ON THE GUN CLUB GROUNDS ABOUT 2 MILES NORTH OF TWIN
 NV1017'FALLS, ON THE RIVER BANK.  THIS CAP WAS IN A CEMENT BASE THAT
 NV1017'HAS BEEN DESTROYED BY POACHERS THAT COME IN THERE TO PRACTICE
 NV1017'ON ANYTHING IN SIGHT.
 NV1017'
 NV1017'THE CAP IS MARKED U.S. COAST AND GEODETIC SURVEY REFERENCE
 NV1017'MARK.  IT HAS AN ARROW ON IT, ALSO STENCILED GUN NO. 2 1946.
 NV1017'
 NV1017'REFERENCE MARK DISK STAMPED GUN NO. 2 1946 RECEIVED AT THIS
 NV1017'OFFICE 5/3/48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0593 ***********************************************************************
 QZ0593  DESIGNATION -  GUN
 QZ0593  PID         -  QZ0593
 QZ0593  STATE/COUNTY-  ID/LEMHI
 QZ0593  USGS QUAD   -  SQUARE TOP (1962)
 QZ0593
 QZ0593                         *CURRENT SURVEY CONTROL
 QZ0593  ___________________________________________________________________
 QZ0593* NAD 83(1992)-  45 24 08.99439(N)    114 42 08.55525(W)     ADJUSTED  
 QZ0593* NAVD 88     -      1521.8    (meters)    4993.     (feet)  VERTCON   
 QZ0593  ___________________________________________________________________
 QZ0593  LAPLACE CORR-           8.41  (seconds)                    DEFLEC99
 QZ0593  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 QZ0593
 QZ0593  HORZ ORDER  -  THIRD
 QZ0593
 QZ0593.The horizontal coordinates were established by classical geodetic methods
 QZ0593.and adjusted by the National Geodetic Survey in July 1992..
 QZ0593
 QZ0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0593
 QZ0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0593
 QZ0593.The geoid height was determined by GEOID03.
 QZ0593
 QZ0593;                    North         East     Units Scale Factor Converg.
 QZ0593;SPC ID C     -   415,280.953   445,011.858   MT  0.99998453   -0 30 00.5
 QZ0593;SPC ID W     -   415,569.064   882,015.906   MT  1.00001601   +0 44 45.6
 QZ0593;UTM  11      - 5,030,232.385   679,814.926   MT  0.99999756   +1 38 11.3
 QZ0593
 QZ0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0593!SPC ID C     -   0.99976365  x   0.99998453  =   0.99974818
 QZ0593!SPC ID W     -   0.99976365  x   1.00001601  =   0.99977966
 QZ0593!UTM  11      -   0.99976365  x   0.99999756  =   0.99976121
 QZ0593
 QZ0593|---------------------------------------------------------------------|
 QZ0593| PID    Reference Object                     Distance      Geod. Az  |
 QZ0593|                                                           dddmmss.s |
 QZ0593| CH7465 GUN RM 1                             14.243 METERS 17848     |
 QZ0593| CH7466 GUN RM 2                             12.390 METERS 21538     |
 QZ0593| CH7464 GUN AZ MK                                          2982555.7 |
 QZ0593|---------------------------------------------------------------------|
 QZ0593
 QZ0593                          SUPERSEDED SURVEY CONTROL
 QZ0593
 QZ0593  NAD 83(1986)-  45 24 08.99639(N)    114 42 08.54756(W) AD(       ) 3
 QZ0593  NAD 27      -  45 24 09.30400(N)    114 42 05.20900(W) AD(       ) 3
 QZ0593  NGVD 29 (07/19/86) 1520.5    (m)         4989.     (f) VERT ANG       
 QZ0593
 QZ0593.Superseded values are not recommended for survey control.
 QZ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0593.See file dsdata.txt to determine how the superseded data were derived.
 QZ0593
 QZ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL7981530232(NAD 83)
 QZ0593_MARKER: Z = SEE DESCRIPTION
 QZ0593_SETTING: 0 = UNSPECIFIED SETTING
 QZ0593
 QZ0593  HISTORY     - Date     Condition        Report By
 QZ0593  HISTORY     - 1945     MONUMENTED       CGS
 QZ0593
 QZ0593                          STATION DESCRIPTION
 QZ0593
 QZ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0593'THE STATION IS ON THE RIDGE BETWEEN HORSE CREEK AND GUNBARREL
 QZ0593'CREEK AND JUST S OF THE FOREST SERVICE TRAIL WHICH GOES TO SKUNK
 QZ0593'CAMP LOOKOUT FROM HORSE CREEK.  IT IS ABOUT 80 YARDS DOWN (S)
 QZ0593'THE RIDGE FROM THE TRAIL CROSSING, 44 FEET N OF PROMINENT ROCK
 QZ0593'OUTCROP AND SHARP DROP-OFF OF RIDGE TO THE S, AND 24 FEET SSE OF
 QZ0593'A 2-1/2 FOOT PINE TREE WITH A TRIANGULAR BLAZE.  THE DISK IS IN
 QZ0593'A 1- BY 2-FOOT ROCK OUTCROP THAT SLOPES TO THE NW AND PROJECTS
 QZ0593'ABOUT 8 INCHES ON THE SE SIDE.
 QZ0593'
 QZ0593'STATION MARK IS A BRONZE STATION DISK AND IS STAMPED GUN 1945.
 QZ0593'
 QZ0593'REFERENCE MARK 1 IS S BY E OF THE STATION, 5 FEET E OF THE
 QZ0593'HIGHEST POINT OF THE PROMINENT OUTCROP S OF THE STATION, AND 14
 QZ0593'FEET E BY N OF A 2-FOOT BLAZED PINE TREE.  IT IS A BRONZE
 QZ0593'REFERENCE DISK AND IS STAMPED GUN NO 1 1945.
 QZ0593'
 QZ0593'REFERENCE MARK 2 IS SSW OF THE STATION, ON THE W SLOPE OF THE
 QZ0593'RIDGE, AND 18 FEET W OF THE HIGHEST POINT OF THE PROMINENT
 QZ0593'OUTCROP S OF THE STATION.  IT IS 12 FEET NNW OF THE 2-FOOT BLAZED
 QZ0593'PINE TREE.  THE DISK IS IN A 2- BY 2-FOOT ROCK OUTCROP THAT
 QZ0593'PROJECTS ABOUT 8 INCHES.  IT IS A BRONZE REFERENCE DISK AND IS
 QZ0593'STAMPED GUN NO 2 1945.
 QZ0593'
 QZ0593'THE AZIMUTH MARK IS ABOUT 0.25 MILE WNW OF THE STATION, ON THE
 QZ0593'FIRST SPUR RIDGE W OF THE STATION.  IT IS IN A ROCK OUTCROP THAT
 QZ0593'PROJECTS ABOUT 3 FEET ON THE HILLSIDE BUT IS LEVEL WITH THE TRAIL,
 QZ0593'3 FEET S OF THE TRAIL, 20 FEET SSE OF A 2-FOOT PINE TREE, AND
 QZ0593'65 FEET WNW OF A PROMINENT ROCK OUTCROP THAT PROJECTS 10 FEET.
 QZ0593'IT IS A BRONZE AZIMUTH DISK AND IS STAMPED GUN 1945.
 QZ0593'
 QZ0593'TO REACH THE STATION FROM NORTH FORK, GO W DOWN THE SALMON RIVER
 QZ0593'FOR 45.5 MILES TO THE END OF THE ROAD, THEN CONTINUE BY TRAIL
 QZ0593'ALONG THE N SIDE OF THE RIVER FOR ABOUT 4 MILES TO THE BRIDGE
 QZ0593'OVER HORSE CREEK.  FROM THE BRIDGE, GO BACK E TOWARD THE END OF
 QZ0593'THE ROAD FOR ABOUT 0.15 MILE TO A DIM TRAIL FORK LEFT OFF MAIN
 QZ0593'TRAIL AND ABOUT 60 FEET BEFORE REACHING A TELEPHONE LINE.  FROM
 QZ0593'HERE FOLLOW TRAIL UP HILL WHICH FOLLOWS CLOSE TO TELEPHONE LINE
 QZ0593'TO TOP OF THE RIDGE AT A LOW SADDLE, HERE TURN RIGHT WITH
 QZ0593'TRAIL ALONG TELEPHONE LINE AND GO ABOUT 1.0 MILE TO A TRAIL
 QZ0593'FORK WITH A DOUBLE NOTCHED TREE IN THE ANGLE, ONE ON THE LEFT
 QZ0593'JUST BEFORE REACHING THE FORK, AND ONE ON THE RIGHT OF
 QZ0593'THE RIGHT FORK.  TAKE THE RIGHT FORK AND GO ABOUT 75 FEET
 QZ0593'TO THE TOP OF THE SPUR RIDGE, THEN TURN RIGHT AND GO OUT AND
 QZ0593'DOWN THE RIDGE ABOUT 80 YARDS TO THE LAST PROMINENT ROCK
 QZ0593'OUTCROP AND THE STATION AS DESCRIBED.
 QZ0593'
 QZ0593'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1701 ***********************************************************************
 NU1701  DESIGNATION -  GUNNELL
 NU1701  PID         -  NU1701
 NU1701  STATE/COUNTY-  ID/CASSIA
 NU1701  USGS QUAD   -  STREVELL (1985)
 NU1701
 NU1701                         *CURRENT SURVEY CONTROL
 NU1701  ___________________________________________________________________
 NU1701* NAD 83(1994)-  42 04 41.91280(N)    113 07 38.25500(W)     ADJUSTED  
 NU1701* NAVD 88     -      2535.9    (meters)    8320.     (feet)  VERTCON   
 NU1701  ___________________________________________________________________
 NU1701  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 NU1701  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NU1701
 NU1701  HORZ ORDER  -  SECOND
 NU1701
 NU1701.The horizontal coordinates were established by classical geodetic methods
 NU1701.and adjusted by the National Geodetic Survey in November 1997..
 NU1701
 NU1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1701
 NU1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1701
 NU1701.The geoid height was determined by GEOID03.
 NU1701
 NU1701;                    North         East     Units Scale Factor Converg.
 NU1701;SPC ID C     -    46,087.617   572,212.206   MT  1.00001151   +0 35 05.5
 NU1701;SPC UT N     - 1,195,053.384   365,342.587   MT  1.00006121   -1 04 22.7
 NU1701;UTM  12      - 4,660,660.515   324,034.629   MT  0.99998101   -1 25 33.5
 NU1701
 NU1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1701!SPC ID C     -   0.99960467  x   1.00001151  =   0.99961618
 NU1701!SPC UT N     -   0.99960467  x   1.00006121  =   0.99966586
 NU1701!UTM  12      -   0.99960467  x   0.99998101  =   0.99958569
 NU1701
 NU1701                          SUPERSEDED SURVEY CONTROL
 NU1701
 NU1701  NAD 83(1992)-  42 04 41.90564(N)    113 07 38.24330(W) AD(       ) 2
 NU1701  NAD 83(1986)-  42 04 41.90508(N)    113 07 38.24228(W) AD(       ) 2
 NU1701  NAD 27      -  42 04 42.20527(N)    113 07 35.26962(W) AD(       ) 2
 NU1701  NGVD 29 (12/14/94) 2534.7    (m)         8316.     (f) VERT ANG       
 NU1701
 NU1701.Superseded values are not recommended for survey control.
 NU1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1701.See file dsdata.txt to determine how the superseded data were derived.
 NU1701
 NU1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2403560661(NAD 83)
 NU1701_MARKER: DS = TRIANGULATION STATION DISK
 NU1701_SETTING: 66 = SET IN ROCK OUTCROP
 NU1701_SP_SET: SET IN ROCK OUTCROP
 NU1701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1701+STABILITY: POSITION/ELEVATION WELL
 NU1701
 NU1701  HISTORY     - Date     Condition        Report By
 NU1701  HISTORY     - 1957     MONUMENTED       USGS
 NU1701
 NU1701                          STATION DESCRIPTION
 NU1701
 NU1701'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU1701'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 42113-2,
 NU1701'STATION 1026.
 NU1701'LOCATED ABOUT 20 MI. SE. OF MALTA, 6.2 MI. NE. OF STREVELL, ON A BARE
 NU1701'ROUNDED TOP ON THE N. END OF A N-S. RIDGE.  STATION IS ABOUT 15 FT.
 NU1701'SW. AND 2.5 FT. BELOW THE HIGHEST POINT.
 NU1701'STATION REACHED BY HELICOPTER.
 NU1701'STATION MARK--STANDARD TABLET STAMPED---GUNNELL 1957---, CEMENTED IN
 NU1701'BOULDER.
 NU1701'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN BOULDER, 16.3
 NU1701'FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0866 ***********************************************************************
 OZ0866  DESIGNATION -  GUNNING
 OZ0866  PID         -  OZ0866
 OZ0866  STATE/COUNTY-  ID/LINCOLN
 OZ0866  USGS QUAD   -  MAMMOTH CAVE (1979)
 OZ0866
 OZ0866                         *CURRENT SURVEY CONTROL
 OZ0866  ___________________________________________________________________
 OZ0866* NAD 83(1994)-  43 01 05.12580(N)    114 24 59.62044(W)     ADJUSTED  
 OZ0866* NAVD 88     -      1275.3    (meters)    4184.     (feet)  VERTCON   
 OZ0866  ___________________________________________________________________
 OZ0866  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 OZ0866  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 OZ0866
 OZ0866  HORZ ORDER  -  THIRD
 OZ0866
 OZ0866.The horizontal coordinates were established by classical geodetic methods
 OZ0866.and adjusted by the National Geodetic Survey in June 1998..
 OZ0866
 OZ0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0866
 OZ0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0866
 OZ0866.The geoid height was determined by GEOID03.
 OZ0866
 OZ0866;                    North         East     Units Scale Factor Converg.
 OZ0866;SPC ID C     -   150,192.390   466,044.927   MT  0.99996155   -0 17 03.1
 OZ0866;UTM  11      - 4,766,062.729   710,515.095   MT  1.00014521   +1 45 47.3
 OZ0866
 OZ0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0866!SPC ID C     -   0.99980229  x   0.99996155  =   0.99976384
 OZ0866!UTM  11      -   0.99980229  x   1.00014521  =   0.99994747
 OZ0866
 OZ0866:                Primary Azimuth Mark                     Grid Az
 OZ0866:SPC ID C     -  SHOSHONE TANK                            174 32 46.7
 OZ0866:UTM  11      -  SHOSHONE TANK                            172 29 56.3
 OZ0866
 OZ0866|---------------------------------------------------------------------|
 OZ0866| PID    Reference Object                     Distance      Geod. Az  |
 OZ0866|                                                           dddmmss.s |
 OZ0866| NV0977 SHOSHONE TANK                       APPROX. 9.1 KM 1741543.6 |
 OZ0866|---------------------------------------------------------------------|
 OZ0866
 OZ0866                          SUPERSEDED SURVEY CONTROL
 OZ0866
 OZ0866  NAD 83(1992)-  43 01 05.12580(N)    114 24 59.62044(W) AD(       ) 3
 OZ0866  NAD 83(1986)-  43 01 05.12426(N)    114 24 59.61811(W) AD(       ) 3
 OZ0866  NGVD 29 (01/23/89) 1274.5    (m)         4181.     (f) VERT ANG       
 OZ0866
 OZ0866.Superseded values are not recommended for survey control.
 OZ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0866.See file dsdata.txt to determine how the superseded data were derived.
 OZ0866
 OZ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1051566063(NAD 83)
 OZ0866_MARKER: DD = SURVEY DISK
 OZ0866_SETTING: 80 = SET IN A BOULDER
 OZ0866_SP_SET: PARTIALLY EXPOSED BOULDER
 OZ0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0866+STABILITY: SURFACE MOTION
 OZ0866
 OZ0866  HISTORY     - Date     Condition        Report By
 OZ0866  HISTORY     - 1947     MONUMENTED       USGS
 OZ0866
 OZ0866                          STATION DESCRIPTION
 OZ0866
 OZ0866'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OZ0866'LOCATED ABOUT 6 MI. N. OF SHOSHONE, 1 MI. W. OF U.S. HIGHWAY 93, ON
 OZ0866'THE HIGHEST POINT OF A PROMINENT KNOLL ON THE PROPERTY OF MR. GUNNING.
 OZ0866'
 OZ0866'TO REACH FROM THE SHOSHONE POST OFFICE, DRIVE E. OF STATE HIGHWAY 24
 OZ0866'FOR 0.1 MI. TO INTERSECTION OF STATE HIGHWAY 93 AND 24, TURN LEFT (N.)
 OZ0866'4.4 MI. TO RD. INTERSECTION, TURN LEFT 1 MI. TO GATE ON RIGHT, TURN
 OZ0866'RIGHT THROUGH GATE 1 MI. TO GATE AT GUNNING RANCH, GO THROUGH GATE
 OZ0866'AND TURN RIGHT FOR 0.1 MI. TO GATE, GO THROUGH GATE AND CONTINUE 0.1
 OZ0866'MI. TO ANOTHER GATE, GO THROUGH GATE AND TAKE LEFT FORK 0.1 MI. TO RD.
 OZ0866'FORKS, TAKE LEFT FORK 0.2 MI. TO RD. FORKS, TAKE RIGHT FORK 0.2 MI. TO
 OZ0866'A GATE, GO THROUGH GATE AND CONTINUE 0.2 MI. TO A RD. FORK, TAKE LEFT
 OZ0866'FORK 0.6 MI. ALONG FENCE LINE TO TOP AND STATION.
 OZ0866'
 OZ0866'STATION MARK--STANDARD TABLET STAMPED---GUNNING 1947---, CEMENTED IN
 OZ0866'ROCK BURIED IN GROUND.
 OZ0866'
 OZ0866'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OZ0866'---NO 1---, CEMENTED IN ROCK BURIED IN GROUND, 28.64 FT. FROM STATION
 OZ0866'MARK IN BEARING S 61 DEGREES 34 MINUTES W.
 OZ0866'
 OZ0866'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OZ0866'---NO 2---, CEMENTED IN SOLID ROCK, 46.36 FT. FROM STATION MARK IN
 OZ0866'BEARING N 9 DEGREES 31 MINUTES E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0787 ***********************************************************************
 PZ0787  DESIGNATION -  GUNSIGHT
 PZ0787  PID         -  PZ0787
 PZ0787  STATE/COUNTY-  ID/LEMHI
 PZ0787  USGS QUAD   -  YELLOW PEAK (1989)
 PZ0787
 PZ0787                         *CURRENT SURVEY CONTROL
 PZ0787  ___________________________________________________________________
 PZ0787* NAD 83(1992)-  44 35 35.08910(N)    113 31 21.81846(W)     ADJUSTED  
 PZ0787* NAVD 88     -      3304.1    (meters)   10840.     (feet)  VERTCON   
 PZ0787  ___________________________________________________________________
 PZ0787  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 PZ0787  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 PZ0787
 PZ0787  HORZ ORDER  -  THIRD
 PZ0787
 PZ0787.The horizontal coordinates were established by classical geodetic methods
 PZ0787.and adjusted by the National Geodetic Survey in July 1992..
 PZ0787
 PZ0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0787
 PZ0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0787
 PZ0787.The geoid height was determined by GEOID03.
 PZ0787
 PZ0787;                    North         East     Units Scale Factor Converg.
 PZ0787;SPC ID C     -   325,204.456   537,894.857   MT  0.99996502   +0 20 06.3
 PZ0787;UTM  12      - 4,940,844.203   299,767.181   MT  1.00009307   -1 46 18.2
 PZ0787
 PZ0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0787!SPC ID C     -   0.99948399  x   0.99996502  =   0.99944902
 PZ0787!UTM  12      -   0.99948399  x   1.00009307  =   0.99957701
 PZ0787
 PZ0787:                Primary Azimuth Mark                     Grid Az
 PZ0787:SPC ID C     -  GOAT MOUNTAIN                            014 12 00.5
 PZ0787:UTM  12      -  GOAT MOUNTAIN                            016 18 25.0
 PZ0787
 PZ0787|---------------------------------------------------------------------|
 PZ0787| PID    Reference Object                     Distance      Geod. Az  |
 PZ0787|                                                           dddmmss.s |
 PZ0787| PZ0737 GOAT MOUNTAIN                       APPROX.26.4 KM 0143206.8 |
 PZ0787| CN3668 GUNSIGHT RM 2                         7.678 METERS 08348     |
 PZ0787| CN3667 GUNSIGHT RM 1                         3.002 METERS 27505     |
 PZ0787|---------------------------------------------------------------------|
 PZ0787
 PZ0787                          SUPERSEDED SURVEY CONTROL
 PZ0787
 PZ0787  NAD 83(1986)-  44 35 35.08478(N)    113 31 21.81568(W) AD(       ) 3
 PZ0787  NAD 27      -  44 35 35.36217(N)    113 31 18.68447(W) AD(       ) 3
 PZ0787  NGVD 29 (07/19/86) 3302.5    (m)        10835.     (f) VERT ANG       
 PZ0787
 PZ0787.Superseded values are not recommended for survey control.
 PZ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0787.See file dsdata.txt to determine how the superseded data were derived.
 PZ0787
 PZ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ9976740844(NAD 83)
 PZ0787_MARKER: DD = SURVEY DISK
 PZ0787_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0787
 PZ0787  HISTORY     - Date     Condition        Report By
 PZ0787  HISTORY     - 1956     MONUMENTED       USGS
 PZ0787
 PZ0787                          STATION DESCRIPTION
 PZ0787
 PZ0787'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0787'LOCATED ABOUT 15 MI. NW. OF GILMORE, 10 MI. SW. OF LEADORE, ON A
 PZ0787'ROCKY, BARE, MOUNTAIN TOP IN THE LEMHI RANGE LOCALLY KNOWN AS
 PZ0787'--GUNSIGHT PK.--.  (--GUNSIGHT PEAK LISTED IN NGS QUAD 44113-4,
 PZ0787'STATION 1015.)
 PZ0787'
 PZ0787'TO REACH FROM LEADORE P.O., DRIVE N. ONE BLOCK, TO STATE ROUTE NO. 28,
 PZ0787'TURN LEFT AND DRIVE ABOUT ONE BLOCK TO RD. FORKS.  TAKE LEFT (COUNTY
 PZ0787'RD. PAVEMENT) CROSSING BIG TIMBER CREEK AND DRIVE 3.0 MI. TO
 PZ0787'BLADED-RD. AND FORK LEFT, TAKE BLADED RD. LEFT (GRAVEL PIT ON RIGHT)
 PZ0787'FOR 2.6 MI. TO RD. FORKS, TAKE RIGHT FORK (STRAIGHT AHEAD) 0.5 MI. TO
 PZ0787'GATE, CONTINUE STRAIGHT AHEAD 0.7 MI. TO GATE OF COLEMANS RANCH, PASS
 PZ0787'THROUGH RANCH YARD AND KEEP TO LEFT OF POPLAR AND WILLOW GROVE AND
 PZ0787'DRIVE 0.3 MI. TO FIELD GATE AND DIM RD. FORKS, TAKE RIGHT FORK OF DIM
 PZ0787'RD. FOR 0.4 MI. TO DIM RD. FORKS, TAKE LEFT FORK FOR 0.6 MI. TO DIM
 PZ0787'RD. FORKS, TAKE RIGHT FORK UPHILL FOR 0.2 MI. TO WIRE GATE, CONTINUE
 PZ0787'0.5 MI. ON TO DIM RD. FORKS AT EDGE OF TIMBER, TAKE MAIN TRAVELED RD.
 PZ0787'(RIGHT) FOR 1.1 MI. TO TOP OF BENCH AND CUT LEFT ON TOP OF BENCH TO
 PZ0787'EDGE OF SLIDE ROCK AND TIMBER AND END OF TRUCK RD. (ADVISABLE TO USE
 PZ0787'FOUR-WHEEL DRIVE ALTHOUGH TWO-WHEEL DRIVE HAS REACHED HERE UNDER
 PZ0787'FAVORABLE CONDITIONS).  PACK AND CLIMB STEEP HILL TO MAIN RIDGE,
 PZ0787'FOLLOW RIDGE SOUTHWARD TO HIGHEST POINT AND STATION.  ABOUT A 3-HOUR
 PZ0787'CLIMB.
 PZ0787'
 PZ0787'STATION MARK--STANDARD TABLET (UNSTAMPED) CEMENTED IN DRILL HOLE IN
 PZ0787'QUARTZ-ROCK OUTCROP.
 PZ0787'
 PZ0787'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 PZ0787'---NO 1---, CEMENTED IN DRILL HOLE IN QUARTZ ROCK OUTCROP, 9.85 FT.
 PZ0787'FROM STATION MARK, N 84 DEG 55 MIN W.
 PZ0787'
 PZ0787'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 PZ0787'---NO 2---, CEMENTED IN DRILL HOLE IN QUARTZ ROCK OUTCROP, 25.19 FT.
 PZ0787'FROM STATION MARK, N 83 DEG 48 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0786 ***********************************************************************
 PZ0786  DESIGNATION -  GUNSIGHT PEAK
 PZ0786  PID         -  PZ0786
 PZ0786  STATE/COUNTY-  ID/LEMHI
 PZ0786  USGS QUAD   -  YELLOW PEAK (1989)
 PZ0786
 PZ0786                         *CURRENT SURVEY CONTROL
 PZ0786  ___________________________________________________________________
 PZ0786* NAD 83(1992)-  44 35 35.03925(N)    113 31 21.67603(W)     ADJUSTED  
 PZ0786* NAVD 88     -                                                        
 PZ0786  ___________________________________________________________________
 PZ0786  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 PZ0786  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 PZ0786
 PZ0786  HORZ ORDER  -  THIRD
 PZ0786
 PZ0786.The horizontal coordinates were established by classical geodetic methods
 PZ0786.and adjusted by the National Geodetic Survey in July 1992..
 PZ0786
 PZ0786
 PZ0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0786
 PZ0786.The geoid height was determined by GEOID03.
 PZ0786
 PZ0786;                    North         East     Units Scale Factor Converg.
 PZ0786;SPC ID C     -   325,202.935   537,898.007   MT  0.99996502   +0 20 06.4
 PZ0786;UTM  12      - 4,940,842.568   299,770.274   MT  1.00009305   -1 46 18.1
 PZ0786
 PZ0786                          SUPERSEDED SURVEY CONTROL
 PZ0786
 PZ0786  NAD 83(1986)-  44 35 35.03671(N)    113 31 21.66971(W) AD(       ) 4
 PZ0786  NAD 27      -  44 35 35.35800(N)    113 31 18.56400(W) AD(       ) 3
 PZ0786
 PZ0786.Superseded values are not recommended for survey control.
 PZ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0786.See file dsdata.txt to determine how the superseded data were derived.
 PZ0786
 PZ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ9977040843(NAD 83)
 PZ0786_MARKER: 03 = MOUNTAIN PEAK
 PZ0786
 PZ0786  HISTORY     - Date     Condition        Report By
 PZ0786  HISTORY     - 1950     FIRST OBSERVED   CGS
 PZ0786
 PZ0786                          STATION DESCRIPTION
 PZ0786
 PZ0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0786'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE SOUTHWEST OF
 PZ0786'LEADORE AND ABOUT 15 MILES AIRLINE NORTHWEST OF GILMORE.  IT
 PZ0786'IS A ROCKY, BARE MOUNTAIN SITUATED IN THE APPROXIMATE CENTER
 PZ0786'OF THE LEMHI RANGE.
 PZ0786'
 PZ0786'THE POINT INTERSECTED WAS THE CENTER AND TOP OF THE HIGHEST
 PZ0786'POINT OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0930 ***********************************************************************
 OZ0930  DESIGNATION -  GURA
 OZ0930  PID         -  OZ0930
 OZ0930  STATE/COUNTY-  ID/BLAINE
 OZ0930  USGS QUAD   -  TIKURA (1979)
 OZ0930
 OZ0930                         *CURRENT SURVEY CONTROL
 OZ0930  ___________________________________________________________________
 OZ0930* NAD 83(1992)-  43 13 58.54200(N)    114 00 07.76213(W)     ADJUSTED  
 OZ0930* NAVD 88     -      1436.2    (meters)    4712.     (feet)  VERTCON   
 OZ0930  ___________________________________________________________________
 OZ0930  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 OZ0930  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 OZ0930
 OZ0930  HORZ ORDER  -  SECOND
 OZ0930
 OZ0930.The horizontal coordinates were established by classical geodetic methods
 OZ0930.and adjusted by the National Geodetic Survey in July 1992..
 OZ0930
 OZ0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0930
 OZ0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0930
 OZ0930.The geoid height was determined by GEOID03.
 OZ0930
 OZ0930;                    North         East     Units Scale Factor Converg.
 OZ0930;SPC ID C     -   173,974.374   499,824.860   MT  0.99994737   -0 00 05.3
 OZ0930;UTM  11      - 4,791,045.847   743,431.291   MT  1.00032903   +2 03 15.9
 OZ0930;UTM  12      - 4,791,058.418   256,218.522   MT  1.00033113   -2 03 26.6
 OZ0930
 OZ0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0930!SPC ID C     -   0.99977693  x   0.99994737  =   0.99972431
 OZ0930!UTM  11      -   0.99977693  x   1.00032903  =   1.00010589
 OZ0930!UTM  12      -   0.99977693  x   1.00033113  =   1.00010799
 OZ0930
 OZ0930|---------------------------------------------------------------------|
 OZ0930| PID    Reference Object                     Distance      Geod. Az  |
 OZ0930|                                                           dddmmss.s |
 OZ0930| CD5204 GURA RM 1                             7.287 METERS 06843     |
 OZ0930| OZ0931 TIK                                 APPROX. 3.7 KM 2074240.7 |
 OZ0930| CD5205 GURA RM 2                             5.885 METERS 21742     |
 OZ0930|---------------------------------------------------------------------|
 OZ0930
 OZ0930                          SUPERSEDED SURVEY CONTROL
 OZ0930
 OZ0930  NAD 83(1986)-  43 13 58.54001(N)    114 00 07.75640(W) AD(       ) 2
 OZ0930  NAD 27      -  43 13 58.88101(N)    114 00 04.64203(W) AD(       ) 2
 OZ0930  NGVD 29 (07/19/86) 1435.2    (m)         4709.     (f) VERT ANG       
 OZ0930
 OZ0930.Superseded values are not recommended for survey control.
 OZ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0930.See file dsdata.txt to determine how the superseded data were derived.
 OZ0930
 OZ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH4343191046(NAD 83)
 OZ0930_MARKER: DD = SURVEY DISK
 OZ0930_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0930
 OZ0930  HISTORY     - Date     Condition        Report By
 OZ0930  HISTORY     - 1973     MONUMENTED       USGS
 OZ0930
 OZ0930                          STATION DESCRIPTION
 OZ0930
 OZ0930'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0930'LOCATED ABOUT 15 MI NE. OF RICHFIELD, 5.2 MI SW. OF CAREY, 0.1
 OZ0930'MI N. OF A RD. INTERSECTION ON HIGHWAY 20-26 AT A CURVE, 200
 OZ0930'FT W. OF A GRAVEL RD., ON TOP OF A LAVA FLOW.  STATION MARKED BY
 OZ0930'A STEEL WITNESS POST AND SIGN.
 OZ0930'
 OZ0930'TO REACH FROM MAIN INTERSECTION IN RICHFIELD TRAVEL E. ON
 OZ0930'U.S. HIGHWAY 20-26 FOR 15.5 MI TO A GRAVEL RD. AND CURVE IN
 OZ0930'HWY.  TURN N. ON GRAVEL RD. FOR 0.1 MI TO STATION ON LEFT.
 OZ0930'
 OZ0930'STATION MARK--A STANDARD USGS TABLET STAMPED GURA 1970 CEMENTED
 OZ0930'IN A DRILL HOLE IN TOP OF A FLAT LAVA ROCK OUTCROP.
 OZ0930'
 OZ0930'REFERENCE MARK NO. 1--A STANDARD RM TABLET STAMPED GURA NO 1 1970
 OZ0930'CEMENTED IN A DRILL HOLE IN TOP OF A LAVA ROCK, 1.3 FT BELOW
 OZ0930'STATION MARK.
 OZ0930'
 OZ0930'REFERENCE MARK NO. 2--A STANDARD RM TABLET STAMPED GURA NO 2 1970
 OZ0930'CEMENTED IN A DRILL HOLE IN TOP OF A LAVA ROCK, 0.0 FT ABOVE
 OZ0930'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0959 ***********************************************************************
 OZ0959  DESIGNATION -  GWIN
 OZ0959  PID         -  OZ0959
 OZ0959  STATE/COUNTY-  ID/GOODING
 OZ0959  USGS QUAD   -  MC HAN RESERVOIR (1986)
 OZ0959
 OZ0959                         *CURRENT SURVEY CONTROL
 OZ0959  ___________________________________________________________________
 OZ0959* NAD 83(1992)-  43 09 21.38838(N)    114 39 31.10977(W)     ADJUSTED  
 OZ0959* NAVD 88     -      1601.2    (meters)    5253.     (feet)  VERTCON   
 OZ0959  ___________________________________________________________________
 OZ0959  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 OZ0959  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 OZ0959
 OZ0959  HORZ ORDER  -  SECOND
 OZ0959
 OZ0959.The horizontal coordinates were established by classical geodetic methods
 OZ0959.and adjusted by the National Geodetic Survey in July 1992..
 OZ0959
 OZ0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0959
 OZ0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0959
 OZ0959.The geoid height was determined by GEOID03.
 OZ0959
 OZ0959;                    North         East     Units Scale Factor Converg.
 OZ0959;SPC ID C     -   165,632.419   446,432.485   MT  0.99998265   -0 27 01.8
 OZ0959;UTM  11      - 4,780,793.163   690,360.433   MT  1.00004579   +1 36 07.0
 OZ0959
 OZ0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0959!SPC ID C     -   0.99975121  x   0.99998265  =   0.99973387
 OZ0959!UTM  11      -   0.99975121  x   1.00004579  =   0.99979699
 OZ0959
 OZ0959|---------------------------------------------------------------------|
 OZ0959| PID    Reference Object                     Distance      Geod. Az  |
 OZ0959|                                                           dddmmss.s |
 OZ0959| CD5206 GWIN RM 1                            18.708 METERS 23409     |
 OZ0959| CD5207 GWIN RM 2                            11.519 METERS 31827     |
 OZ0959| OZ0960 THORN                               APPROX. 4.5 KM 3575442.9 |
 OZ0959|---------------------------------------------------------------------|
 OZ0959
 OZ0959                          SUPERSEDED SURVEY CONTROL
 OZ0959
 OZ0959  NAD 83(1986)-  43 09 21.38602(N)    114 39 31.10651(W) AD(       ) 2
 OZ0959  NAD 27      -  43 09 21.73777(N)    114 39 27.91216(W) AD(       ) 2
 OZ0959  NGVD 29 (07/19/86) 1600.2    (m)         5250.     (f) VERT ANG       
 OZ0959
 OZ0959.Superseded values are not recommended for survey control.
 OZ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0959.See file dsdata.txt to determine how the superseded data were derived.
 OZ0959
 OZ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9036080793(NAD 83)
 OZ0959_MARKER: DD = SURVEY DISK
 OZ0959_SETTING: 80 = SET IN A BOULDER
 OZ0959_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OZ0959
 OZ0959  HISTORY     - Date     Condition        Report By
 OZ0959  HISTORY     - 1973     MONUMENTED       USGS
 OZ0959
 OZ0959                          STATION DESCRIPTION
 OZ0959
 OZ0959'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0959'LOCATED ABOUT 15 MI SE. OF FAIRFIELD.  14 MI N. OF GOODING.  0.1 MI
 OZ0959'E. OF HIGHWAY 46.  ON TOP IOF A RIDGE OVERLOOKING HWY.  10 FT NW OF
 OZ0959'A STEEL WITNESS POST AND SIGN.
 OZ0959'
 OZ0959'TO REACH FROM FAIRFIELD DRIVE E. ON IDAHO HIGHWAY 68 FOR 4.0 MI
 OZ0959'TO JCT WITH HIGHWAY 46.  TURN S. ON HIGHWAY 46 FOR 14.6 MI.  TURN
 OZ0959'LEFT (E.) ACROSS COUNTRY AND WORK WAY TO TOP OF RIDGE.  THEN S. TO
 OZ0959'END OF RIDGE ABOVE HWY. AND STATION.
 OZ0959'
 OZ0959'STATION MARK--A STANDARD USGS TABLET STAMPED GWIN 1970 CEMENTED
 OZ0959'IN A DRILL HOLE IN A BOULDER FLUSH WITH GROUND.
 OZ0959'
 OZ0959'REFERENCE MARK NO. 1--A STANDARD RM TABLET STAMPED GWIN RM NO 1
 OZ0959'1970 CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP 6.3 FT BELOW
 OZ0959'STATION MARK.
 OZ0959'
 OZ0959'REFERENCE MARK NO. 2--A STANDARD RM TABLET STAMPED GWIN RM NO 2
 OZ0959'1970 CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP 1.2 FT BELOW
 OZ0959'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0420 ***********************************************************************
 RY0420  DESIGNATION -  GWM 20
 RY0420  PID         -  RY0420
 RY0420  STATE/COUNTY-  ID/IDAHO
 RY0420  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0420
 RY0420                         *CURRENT SURVEY CONTROL
 RY0420  ___________________________________________________________________
 RY0420* NAD 83(1986)-  46 26 50.     (N)    115 34 56.     (W)     SCALED    
 RY0420* NAVD 88     -      1675.166  (meters)    5495.94   (feet)  ADJUSTED  
 RY0420  ___________________________________________________________________
 RY0420  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RY0420  DYNAMIC HT  -        1674.693 (meters)    5494.39  (feet)  COMP
 RY0420  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 RY0420
 RY0420  VERT ORDER  -  FIRST     CLASS II
 RY0420
 RY0420.The horizontal coordinates were scaled from a topographic map and have
 RY0420.an estimated accuracy of +/- 6 seconds.
 RY0420
 RY0420.The orthometric height was determined by differential leveling
 RY0420.and adjusted by the National Geodetic Survey in June 1991..
 RY0420
 RY0420.The geoid height was determined by GEOID03.
 RY0420
 RY0420.The dynamic height is computed by dividing the NAVD 88
 RY0420.geopotential number by the normal gravity value computed on the
 RY0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0420.degrees latitude (g = 980.6199 gals.).
 RY0420
 RY0420.The modeled gravity was interpolated from observed gravity values.
 RY0420
 RY0420;                    North         East    Units  Estimated Accuracy
 RY0420;SPC ID W     -   531,160.      812,890.      MT  (+/- 180 meters Scaled)
 RY0420
 RY0420                          SUPERSEDED SURVEY CONTROL
 RY0420
 RY0420  NGVD 29 (??/??/92) 1673.898  (m)         5491.78   (f) ADJ UNCH    1 2
 RY0420
 RY0420.Superseded values are not recommended for survey control.
 RY0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0420.See file dsdata.txt to determine how the superseded data were derived.
 RY0420
 RY0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM088447(NAD 83)
 RY0420_MARKER: DD = SURVEY DISK
 RY0420_SETTING: 80 = SET IN A BOULDER
 RY0420_STAMPING: G W M 20 1938
 RY0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0420+STABILITY: SURFACE MOTION
 RY0420
 RY0420  HISTORY     - Date     Condition        Report By
 RY0420  HISTORY     - 1938     MONUMENTED       USGS
 RY0420  HISTORY     - 1950     GOOD             NGS
 RY0420
 RY0420                          STATION DESCRIPTION
 RY0420
 RY0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0420'20.6 MI E FROM PIERCE.
 RY0420'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0420'PIERCE, THENCE 19.9 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 1.5
 RY0420'MILES EAST OF CAMP MARTIN, 109 FEET SOUTHWEST OF 5493.51 R.M. (USGS),
 RY0420'100 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION AT THE SOUTHWEST
 RY0420'CORNER OF A TRIANGLE FORMED BY THE JUNCTION OF A DIRT ROAD LEADING
 RY0420'NORTH TO LEANTO RIDGE LOOKOUT, 38.4 FEET WEST OF A 36-INCH, 14 FOOT
 RY0420'HIGH SNAG MARKED BY THE WHITE PAINTED LETTERS B M, 38 FEET NORTHWEST
 RY0420'OF THE CENTER LINE OF THE ROAD, 9.4 FEET SOUTHEAST OF A LONE 5-INCH
 RY0420'TAMARACK TREE, IN THE TOP OF A SMALL GRANITE BOULDER MARKED BY THE
 RY0420'WHITE PAINTED LETTERS B M, AND ABOUT 5 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0417 ***********************************************************************
 RY0417  DESIGNATION -  GWM 35
 RY0417  PID         -  RY0417
 RY0417  STATE/COUNTY-  ID/IDAHO
 RY0417  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0417
 RY0417                         *CURRENT SURVEY CONTROL
 RY0417  ___________________________________________________________________
 RY0417* NAD 83(1986)-  46 26 55.     (N)    115 36 29.     (W)     SCALED    
 RY0417* NAVD 88     -      1617.324  (meters)    5306.17   (feet)  ADJUSTED  
 RY0417  ___________________________________________________________________
 RY0417  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 RY0417  DYNAMIC HT  -        1616.884 (meters)    5304.73  (feet)  COMP
 RY0417  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 RY0417
 RY0417  VERT ORDER  -  FIRST     CLASS II
 RY0417
 RY0417.The horizontal coordinates were scaled from a topographic map and have
 RY0417.an estimated accuracy of +/- 6 seconds.
 RY0417
 RY0417.The orthometric height was determined by differential leveling
 RY0417.and adjusted by the National Geodetic Survey in June 1991..
 RY0417
 RY0417.The geoid height was determined by GEOID03.
 RY0417
 RY0417.The dynamic height is computed by dividing the NAVD 88
 RY0417.geopotential number by the normal gravity value computed on the
 RY0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0417.degrees latitude (g = 980.6199 gals.).
 RY0417
 RY0417.The modeled gravity was interpolated from observed gravity values.
 RY0417
 RY0417;                    North         East    Units  Estimated Accuracy
 RY0417;SPC ID W     -   531,310.      810,910.      MT  (+/- 180 meters Scaled)
 RY0417
 RY0417                          SUPERSEDED SURVEY CONTROL
 RY0417
 RY0417  NGVD 29 (??/??/92) 1616.066  (m)         5302.04   (f) ADJ UNCH    1 2
 RY0417
 RY0417.Superseded values are not recommended for survey control.
 RY0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0417.See file dsdata.txt to determine how the superseded data were derived.
 RY0417
 RY0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM069448(NAD 83)
 RY0417_MARKER: DD = SURVEY DISK
 RY0417_SETTING: 80 = SET IN A BOULDER
 RY0417_STAMPING: G W M 35 1938
 RY0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0417+STABILITY: SURFACE MOTION
 RY0417
 RY0417  HISTORY     - Date     Condition        Report By
 RY0417  HISTORY     - 1938     MONUMENTED       USGS
 RY0417  HISTORY     - 1950     GOOD             NGS
 RY0417
 RY0417                          STATION DESCRIPTION
 RY0417
 RY0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0417'18.6 MI E FROM PIERCE.
 RY0417'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0417'PIERCE, THENCE 17.9 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 0.5
 RY0417'MILE NORTHWEST OF CAMP MARTIN, AT THE NORTH END OF A CURVE, AT THE
 RY0417'EAST EDGE OF A ROCKY KNOLL, 21 FEET EAST OF A PROMINENT PROJECTION OF
 RY0417'GRANITE, 15 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE TOP
 RY0417'OF A FLAT GRANITE BOULDER AT THE APPROXIMATE CENTER OF A CUT, ABOUT 6
 RY0417'FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B
 RY0417'M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0413 ***********************************************************************
 RY0413  DESIGNATION -  GWM 36
 RY0413  PID         -  RY0413
 RY0413  STATE/COUNTY-  ID/IDAHO
 RY0413  USGS QUAD   -  SNOWY SUMMIT (1994)
 RY0413
 RY0413                         *CURRENT SURVEY CONTROL
 RY0413  ___________________________________________________________________
 RY0413* NAD 83(1986)-  46 27 37.     (N)    115 36 56.     (W)     SCALED    
 RY0413* NAVD 88     -      1563.153  (meters)    5128.44   (feet)  ADJUSTED  
 RY0413  ___________________________________________________________________
 RY0413  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RY0413  DYNAMIC HT  -        1562.740 (meters)    5127.09  (feet)  COMP
 RY0413  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 RY0413
 RY0413  VERT ORDER  -  FIRST     CLASS II
 RY0413
 RY0413.The horizontal coordinates were scaled from a topographic map and have
 RY0413.an estimated accuracy of +/- 6 seconds.
 RY0413
 RY0413.The orthometric height was determined by differential leveling
 RY0413.and adjusted by the National Geodetic Survey in June 1991..
 RY0413
 RY0413.The geoid height was determined by GEOID03.
 RY0413
 RY0413.The dynamic height is computed by dividing the NAVD 88
 RY0413.geopotential number by the normal gravity value computed on the
 RY0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0413.degrees latitude (g = 980.6199 gals.).
 RY0413
 RY0413.The modeled gravity was interpolated from observed gravity values.
 RY0413
 RY0413;                    North         East    Units  Estimated Accuracy
 RY0413;SPC ID W     -   532,610.      810,330.      MT  (+/- 180 meters Scaled)
 RY0413
 RY0413                          SUPERSEDED SURVEY CONTROL
 RY0413
 RY0413  NGVD 29 (??/??/92) 1561.903  (m)         5124.34   (f) ADJ UNCH    1 2
 RY0413
 RY0413.Superseded values are not recommended for survey control.
 RY0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0413.See file dsdata.txt to determine how the superseded data were derived.
 RY0413
 RY0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM063461(NAD 83)
 RY0413_MARKER: DD = SURVEY DISK
 RY0413_SETTING: 66 = SET IN ROCK OUTCROP
 RY0413_SP_SET: OUTCROP
 RY0413_STAMPING: GWM 36 1938
 RY0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0413+STABILITY: POSITION/ELEVATION WELL
 RY0413
 RY0413  HISTORY     - Date     Condition        Report By
 RY0413  HISTORY     - 1938     MONUMENTED       USGS
 RY0413  HISTORY     - 1950     GOOD             NGS
 RY0413
 RY0413                          STATION DESCRIPTION
 RY0413
 RY0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0413'17.2 MI E FROM PIERCE.
 RY0413'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0413'PIERCE, THENCE 16.5 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, AT
 RY0413'BEAVER SADDLE, ON THE NORTHWEST SLOPE OF A MOUNTAIN, ABOUT 120 YARDS
 RY0413'NORTHWEST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING
 RY0413'SOUTHWEST TO MUSSELSHELL CREEK, 295 FEET NORTH OF THE CENTER LINE OF
 RY0413'THE ROAD, 130 FEET NORTH OF THE NORTH ONE OF TWO TELEPHONE LINES,
 RY0413'106.5 FEET NORTHEAST OF AND 25 FEET LOWER THAN 5149.81 R.M. (USGS), IN
 RY0413'THE TOP OF A PROMINENT OUTCROP, ABOUT LEVEL WITH THE CENTER OF THE
 RY0413'JUNCTION, AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0952 ***********************************************************************
 NV0952  DESIGNATION -  GWM 56
 NV0952  PID         -  NV0952
 NV0952  STATE/COUNTY-  ID/TWIN FALLS
 NV0952  USGS QUAD   -  BUHL (1992)
 NV0952
 NV0952                         *CURRENT SURVEY CONTROL
 NV0952  ___________________________________________________________________
 NV0952* NAD 83(1992)-  42 31 13.72945(N)    114 47 54.85088(W)     ADJUSTED  
 NV0952* NAVD 88     -      1203.37   (+/-2cm)    3948.1    (feet)  VERTCON   
 NV0952  ___________________________________________________________________
 NV0952  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 NV0952  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 NV0952
 NV0952  HORZ ORDER  -  THIRD
 NV0952  VERT ORDER  -  THIRD ? (See Below)
 NV0952
 NV0952.The horizontal coordinates were established by classical geodetic methods
 NV0952.and adjusted by the National Geodetic Survey in July 1992..
 NV0952
 NV0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0952.The vertical order pertains to the NGVD 29 superseded value.
 NV0952
 NV0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0952
 NV0952.The geoid height was determined by GEOID03.
 NV0952
 NV0952;                    North         East     Units Scale Factor Converg.
 NV0952;SPC ID C     -    95,141.518   434,383.053   MT  1.00000032   -0 32 23.0
 NV0952;UTM  11      - 4,709,915.656   680,827.897   MT  1.00000232   +1 29 17.7
 NV0952
 NV0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0952!SPC ID C     -   0.99981377  x   1.00000032  =   0.99981409
 NV0952!UTM  11      -   0.99981377  x   1.00000232  =   0.99981609
 NV0952
 NV0952:                Primary Azimuth Mark                     Grid Az
 NV0952:SPC ID C     -  SUNSET                                   303 18 19.9
 NV0952:UTM  11      -  SUNSET                                   301 16 39.2
 NV0952
 NV0952|---------------------------------------------------------------------|
 NV0952| PID    Reference Object                     Distance      Geod. Az  |
 NV0952|                                                           dddmmss.s |
 NV0952| NV0979 SUNSET                              APPROX. 8.3 KM 3024556.9 |
 NV0952|---------------------------------------------------------------------|
 NV0952
 NV0952                          SUPERSEDED SURVEY CONTROL
 NV0952
 NV0952  NAD 83(1986)-  42 31 13.72854(N)    114 47 54.85849(W) AD(       ) 3
 NV0952  NGVD 29 (01/23/89) 1202.45   (m)         3945.0    (f) LEVELING    3  
 NV0952
 NV0952.Superseded values are not recommended for survey control.
 NV0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0952.See file dsdata.txt to determine how the superseded data were derived.
 NV0952
 NV0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8082809916(NAD 83)
 NV0952_MARKER: DB = BENCH MARK DISK
 NV0952_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NV0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0952
 NV0952  HISTORY     - Date     Condition        Report By
 NV0952  HISTORY     - 1947     MONUMENTED       USGS
 NV0952
 NV0952                          STATION DESCRIPTION
 NV0952
 NV0952'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NV0952'FILER, 3.5 MI. S., THENCE 9.54 MI. W. OF, 53 FT. N. OF RD. IN CONCRETE
 NV0952'POST, STANDARD TABLET STAMPED---56 GWM 1947 3944---, PAINTED
 NV0952'---3943.7---.  STATION MARK IN GOOD CONDITION.
 NV0952'
 NV0952'TO REACH FROM CASTLEFORD POST OFFICE, DRIVE E. ON OILED RD. 3 MI. TO
 NV0952'WHERE RD. MAKES A BEND TO THE N., CONTINUE E. ON GRAVEL RD. 0.55 MI.
 NV0952'TO STATION.
 NV0952'
 NV0952'STATION MARK--STANDARD TABLET STAMPED---56 GWM 3944 1947---, SET IN
 NV0952'THE TOP OF CONCRETE POST.
 NV0952'
 NV0952'REFERENCE MARKS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0458 ***********************************************************************
 RY0458  DESIGNATION -  GWM 62
 RY0458  PID         -  RY0458
 RY0458  STATE/COUNTY-  ID/IDAHO
 RY0458  USGS QUAD   -  KOOSKIA (1994)
 RY0458
 RY0458                         *CURRENT SURVEY CONTROL
 RY0458  ___________________________________________________________________
 RY0458* NAD 83(1986)-  46 08 28.     (N)    115 57 53.     (W)     SCALED    
 RY0458* NAVD 88     -       384.958  (meters)    1262.98   (feet)  ADJUSTED  
 RY0458  ___________________________________________________________________
 RY0458  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 RY0458  DYNAMIC HT  -         384.926 (meters)    1262.88  (feet)  COMP
 RY0458  MODELED GRAV-     980,520.9   (mgal)                       NAVD 88
 RY0458
 RY0458  VERT ORDER  -  FIRST     CLASS II
 RY0458
 RY0458.The horizontal coordinates were scaled from a topographic map and have
 RY0458.an estimated accuracy of +/- 6 seconds.
 RY0458
 RY0458.The orthometric height was determined by differential leveling
 RY0458.and adjusted by the National Geodetic Survey in June 1991..
 RY0458
 RY0458.The geoid height was determined by GEOID03.
 RY0458
 RY0458.The dynamic height is computed by dividing the NAVD 88
 RY0458.geopotential number by the normal gravity value computed on the
 RY0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0458.degrees latitude (g = 980.6199 gals.).
 RY0458
 RY0458.The modeled gravity was interpolated from observed gravity values.
 RY0458
 RY0458;                    North         East    Units  Estimated Accuracy
 RY0458;SPC ID W     -   497,150.      783,410.      MT  (+/- 180 meters Scaled)
 RY0458
 RY0458                          SUPERSEDED SURVEY CONTROL
 RY0458
 RY0458  NGVD 29 (??/??/92)  383.908  (m)         1259.54   (f) ADJ UNCH    1 2
 RY0458
 RY0458.Superseded values are not recommended for survey control.
 RY0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0458.See file dsdata.txt to determine how the superseded data were derived.
 RY0458
 RY0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM799102(NAD 83)
 RY0458_MARKER: DD = SURVEY DISK
 RY0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0458_SP_SET: STEP
 RY0458_STAMPING: GWM 62 1938
 RY0458_MARK LOGO: USGS  
 RY0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0458
 RY0458  HISTORY     - Date     Condition        Report By
 RY0458  HISTORY     - 1938     MONUMENTED       USGS
 RY0458  HISTORY     - 1950     GOOD             NGS
 RY0458  HISTORY     - 1980     GOOD             NGS
 RY0458
 RY0458                          STATION DESCRIPTION
 RY0458
 RY0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0458'1.1 MI NE FROM KOOSKIA.
 RY0458'0.3 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT KOOSKIA,
 RY0458'THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 9, AT A STEEL BRIDGE OVER THE
 RY0458'MIDDLE FORK OF THE CLEARWATER RIVER, IN THE TOP OF THE CONCRETE STEP
 RY0458'TO THE BOARD SIDEWALK AT THE NORTHEAST END OF THE BRIDGE, 16 FEET
 RY0458'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 INCHES HIGHER THAN THE
 RY0458'HIGHWAY, AND 0.2 FOOT SOUTHEAST OF THE RAILING.
 RY0458
 RY0458                          STATION RECOVERY (1980)
 RY0458
 RY0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0458'2.1 KILOMETERS (1.35 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0458'JUNCTION OF STATE HIGHWAY 13 IN KOOSKIA, SET IN TOP OF THE NORTH
 RY0458'END OF THE EAST ABUTMENT OF A STEEL HIGHWAY BRIDGE OVER THE MIDDLE
 RY0458'FORK OF THE CLEARWATER RIVER, 4.9 METERS (16.0 FEET) NORTH OF THE
 RY0458'CENTERLINE OF THE HIGHWAY, 0.15 METER (0.5 FOOT) SOUTH OF THE NORTH
 RY0458'EDGE OF THE ABUTMENT.
 RY0458'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0460 ***********************************************************************
 RY0460  DESIGNATION -  GWM 63
 RY0460  PID         -  RY0460
 RY0460  STATE/COUNTY-  ID/IDAHO
 RY0460  USGS QUAD   -  KOOSKIA (1994)
 RY0460
 RY0460                         *CURRENT SURVEY CONTROL
 RY0460  ___________________________________________________________________
 RY0460* NAD 83(1986)-  46 08 38.     (N)    115 56 29.     (W)     SCALED    
 RY0460* NAVD 88     -       394.531  (meters)    1294.39   (feet)  ADJUSTED  
 RY0460  ___________________________________________________________________
 RY0460  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 RY0460  DYNAMIC HT  -         394.495 (meters)    1294.27  (feet)  COMP
 RY0460  MODELED GRAV-     980,515.7   (mgal)                       NAVD 88
 RY0460
 RY0460  VERT ORDER  -  FIRST     CLASS II
 RY0460
 RY0460.The horizontal coordinates were scaled from a topographic map and have
 RY0460.an estimated accuracy of +/- 6 seconds.
 RY0460
 RY0460.The orthometric height was determined by differential leveling
 RY0460.and adjusted by the National Geodetic Survey in June 1991..
 RY0460.WARNING-Repeat measurements at this control monument indicate possible
 RY0460.vertical movement.
 RY0460
 RY0460.The geoid height was determined by GEOID03.
 RY0460
 RY0460.The dynamic height is computed by dividing the NAVD 88
 RY0460.geopotential number by the normal gravity value computed on the
 RY0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0460.degrees latitude (g = 980.6199 gals.).
 RY0460
 RY0460.The modeled gravity was interpolated from observed gravity values.
 RY0460
 RY0460;                    North         East    Units  Estimated Accuracy
 RY0460;SPC ID W     -   497,450.      785,210.      MT  (+/- 180 meters Scaled)
 RY0460
 RY0460                          SUPERSEDED SURVEY CONTROL
 RY0460
 RY0460  NGVD 29 (??/??/92)  393.492  (m)         1290.98   (f) ADJ UNCH    1 2
 RY0460
 RY0460.Superseded values are not recommended for survey control.
 RY0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0460.See file dsdata.txt to determine how the superseded data were derived.
 RY0460
 RY0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM817105(NAD 83)
 RY0460_MARKER: DD = SURVEY DISK
 RY0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0460_STAMPING: GWM 63 1938
 RY0460_MARK LOGO: USGS  
 RY0460_PROJECTION: FLUSH
 RY0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0460+STABILITY: SURFACE MOTION
 RY0460
 RY0460  HISTORY     - Date     Condition        Report By
 RY0460  HISTORY     - 1938     MONUMENTED       USGS
 RY0460  HISTORY     - 1956     GOOD             NGS
 RY0460  HISTORY     - 1966     MARK NOT FOUND   USGS
 RY0460  HISTORY     - 1980     GOOD             NGS
 RY0460
 RY0460                          STATION DESCRIPTION
 RY0460
 RY0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RY0460'2.8 MI E FROM KOOSKIA.
 RY0460'LOCATED 0.3 MILE NORTH ALONG STATE HWY. 13, THENCE 2.5 MILES EAST
 RY0460'ALONG STATE HWY. 9, FROM THE POST OFFICE IN KOOSKIA, AT A TURNOUT 0.1
 RY0460'MILE NORTH OF A SMALL WOODEN BRIDGE OVER MAGGIE CREEK, 394 FEET NORTH
 RY0460'OF A DRIVEWAY TO A FARM, 64 FEET EAST OF THE CENTERLINE OF THE
 RY0460'HIGHWAY, 5 FEET WEST OF THE WEST BANK OF THE MIDDLE FORK OF THE
 RY0460'CLEARWATER RIVER, 1.4 FEET SOUTH OF A WITNESS POST AND 6 FEET LOWER
 RY0460'THAN THE HIGHWAY.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 RY0460'PROJECTING 0.3 FEET.  NOTE-- A NEW HIGHWAY AND GRADING HAS DESTROYED
 RY0460'SOME OF THE ORIGINAL DESCRIPTIVE LANDMARKS.
 RY0460
 RY0460                          STATION RECOVERY (1966)
 RY0460
 RY0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RY0460'MARK NOT FOUND.
 RY0460
 RY0460                          STATION RECOVERY (1980)
 RY0460
 RY0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0460'4.9 KILOMETERS (3.05 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0460'JUNCTION OF STATE HIGHWAY 13 IN KOOSKIA, 0.2 KILOMETER (0.1 MILE)
 RY0460'SOUTH OF HIGHWAY MILEPOST 77, 0.2 KILOMETER (0.1 MILE) NORTH OF
 RY0460'MAGGIE CREEK, DIRECTLY WEST OF A GRAVEL ISLAND IN THE LOCHSA RIVER,
 RY0460'AT A GRAVEL PULLOUT, 180.1 METERS (394 FEET) NORTH OF THE EXTENDED
 RY0460'CENTERLINE OF A FARM ROAD LEADING WEST, 19.5 METERS (64.0 FEET) EAST
 RY0460'OF THE CENTERLINE OF THE HIGHWAY, 46.9 METERS (153.8 FEET) NORTHEAST
 RY0460'ACROSS THE HIGHWAY FROM A POWER LINE POLE, 34.5 METERS (113.0 FEET)
 RY0460'SOUTH OF A 25-CENTIMETER (10-INCH) DIAMETER PONDEROSA PINE TREE,
 RY0460'1.5 METERS (5.0 FEET) WEST OF THE WEST EDGE OF A ROAD BANK.
 RY0460'THE MARK IS 0.27 METERS  W FROM A WITNESS POST.
 RY0460'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0463 ***********************************************************************
 RY0463  DESIGNATION -  GWM 64
 RY0463  PID         -  RY0463
 RY0463  STATE/COUNTY-  ID/IDAHO
 RY0463  USGS QUAD   -  KOOSKIA (1994)
 RY0463
 RY0463                         *CURRENT SURVEY CONTROL
 RY0463  ___________________________________________________________________
 RY0463* NAD 83(1986)-  46 09 07.     (N)    115 54 12.     (W)     SCALED    
 RY0463* NAVD 88     -       397.032  (meters)    1302.60   (feet)  ADJUSTED  
 RY0463  ___________________________________________________________________
 RY0463  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 RY0463  DYNAMIC HT  -         396.994 (meters)    1302.47  (feet)  COMP
 RY0463  MODELED GRAV-     980,510.3   (mgal)                       NAVD 88
 RY0463
 RY0463  VERT ORDER  -  FIRST     CLASS II
 RY0463
 RY0463.The horizontal coordinates were scaled from a topographic map and have
 RY0463.an estimated accuracy of +/- 6 seconds.
 RY0463
 RY0463.The orthometric height was determined by differential leveling
 RY0463.and adjusted by the National Geodetic Survey in June 1991..
 RY0463
 RY0463.The geoid height was determined by GEOID03.
 RY0463
 RY0463.The dynamic height is computed by dividing the NAVD 88
 RY0463.geopotential number by the normal gravity value computed on the
 RY0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0463.degrees latitude (g = 980.6199 gals.).
 RY0463
 RY0463.The modeled gravity was interpolated from observed gravity values.
 RY0463
 RY0463;                    North         East    Units  Estimated Accuracy
 RY0463;SPC ID W     -   498,340.      788,160.      MT  (+/- 180 meters Scaled)
 RY0463
 RY0463                          SUPERSEDED SURVEY CONTROL
 RY0463
 RY0463  NGVD 29 (??/??/92)  395.966  (m)         1299.10   (f) ADJ UNCH    1 2
 RY0463
 RY0463.Superseded values are not recommended for survey control.
 RY0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0463.See file dsdata.txt to determine how the superseded data were derived.
 RY0463
 RY0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM846115(NAD 83)
 RY0463_MARKER: DD = SURVEY DISK
 RY0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0463_STAMPING: GWM 64 1938
 RY0463_MARK LOGO: USGS  
 RY0463_PROJECTION: PROJECTING 5 CENTIMETERS
 RY0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0463+STABILITY: SURFACE MOTION
 RY0463
 RY0463  HISTORY     - Date     Condition        Report By
 RY0463  HISTORY     - 1938     MONUMENTED       USGS
 RY0463  HISTORY     - 1950     GOOD             NGS
 RY0463  HISTORY     - 1980     GOOD             NGS
 RY0463
 RY0463                          STATION DESCRIPTION
 RY0463
 RY0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0463'5.1 MI E FROM KOOSKIA.
 RY0463'0.3 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT KOOSKIA,
 RY0463'THENCE 4.8 MILES EAST ALONG STATE HIGHWAY 9, 0.15 MILE NORTHWEST OF
 RY0463'THE JUNCTION OF A PRIVATE ROAD LEADING NORTHEAST, DIRECTLY UNDER THE
 RY0463'CENTER OF A GROUP OF SIX TELEPHONE WIRES, 34.3 FEET SOUTHEAST OF A
 RY0463'TELEPHONE POLE BEARING THE WHITE PAINTED NUMBERS AND LETTERS USPBM
 RY0463'1299/8, 21 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19.7
 RY0463'FEET NORTH OF THE NORTHEAST END OF AN 18-INCH CORRUGATED METAL PIPE
 RY0463'CULVERT, 1.7 FEET NORTHWEST OF A WITNESS POST, 1.0 FOOT SOUTHWEST OF A
 RY0463'FENCE, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RY0463'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 RY0463
 RY0463                          STATION RECOVERY (1980)
 RY0463
 RY0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0463'8.7 KILOMETERS (5.45 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0463'JUNCTION OF STATE HIGHWAY 31 IN KOOSKIA, 1.3 KILOMETERS (0.8 MILE)
 RY0463'NORTHWEST OF HIGHWAY MILEPOST 80, SET IN THE EAST QUARDRANT OF THE
 RY0463'T JUNCTION OF A PRIVATE DRIVE TO A SMALL TWO-STORY FRAME HOUSE, 8.5
 RY0463'METERS (28.0 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 46.0
 RY0463'METERS (151 FEET) WEST OF THE WEST CORNER OF A SMALL CINDER BLOCK
 RY0463'BUILDING, 13.7 METERS (45.0 FEET) SOUTHEAST OF THE CENTERLINE OF
 RY0463'THE DRIVE, 7.0 METERS (23.0 FEET) SOUTHEAST OF AN UNDERGROUND
 RY0463'TELEPHONE CABLE SERVICE BOX NUMBER 50, 0.3 METER (1.0 FOOT) SOUTHWEST
 RY0463'OF A FENCE LINE.
 RY0463'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 RY0463'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0466 ***********************************************************************
 RY0466  DESIGNATION -  GWM 65
 RY0466  PID         -  RY0466
 RY0466  STATE/COUNTY-  ID/IDAHO
 RY0466  USGS QUAD   -  GLENWOOD (1994)
 RY0466
 RY0466                         *CURRENT SURVEY CONTROL
 RY0466  ___________________________________________________________________
 RY0466* NAD 83(1986)-  46 08 31.     (N)    115 51 40.     (W)     SCALED    
 RY0466* NAVD 88     -       402.055  (meters)    1319.08   (feet)  ADJUSTED  
 RY0466  ___________________________________________________________________
 RY0466  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 RY0466  DYNAMIC HT  -         402.016 (meters)    1318.95  (feet)  COMP
 RY0466  MODELED GRAV-     980,508.9   (mgal)                       NAVD 88
 RY0466
 RY0466  VERT ORDER  -  FIRST     CLASS II
 RY0466
 RY0466.The horizontal coordinates were scaled from a topographic map and have
 RY0466.an estimated accuracy of +/- 6 seconds.
 RY0466
 RY0466.The orthometric height was determined by differential leveling
 RY0466.and adjusted by the National Geodetic Survey in June 1991..
 RY0466.WARNING-Repeat measurements at this control monument indicate possible
 RY0466.vertical movement.
 RY0466
 RY0466.The geoid height was determined by GEOID03.
 RY0466
 RY0466.The dynamic height is computed by dividing the NAVD 88
 RY0466.geopotential number by the normal gravity value computed on the
 RY0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0466.degrees latitude (g = 980.6199 gals.).
 RY0466
 RY0466.The modeled gravity was interpolated from observed gravity values.
 RY0466
 RY0466;                    North         East    Units  Estimated Accuracy
 RY0466;SPC ID W     -   497,220.      791,420.      MT  (+/- 180 meters Scaled)
 RY0466
 RY0466                          SUPERSEDED SURVEY CONTROL
 RY0466
 RY0466  NGVD 29 (??/??/92)  401.000  (m)         1315.61   (f) ADJ UNCH    1 2
 RY0466
 RY0466.Superseded values are not recommended for survey control.
 RY0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0466.See file dsdata.txt to determine how the superseded data were derived.
 RY0466
 RY0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM879104(NAD 83)
 RY0466_MARKER: DD = SURVEY DISK
 RY0466_SETTING: 80 = SET IN A BOULDER
 RY0466_STAMPING: GWM 65 1938
 RY0466_MARK LOGO: USGS  
 RY0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0466+STABILITY: SURFACE MOTION
 RY0466
 RY0466  HISTORY     - Date     Condition        Report By
 RY0466  HISTORY     - 1938     MONUMENTED       USGS
 RY0466  HISTORY     - 1950     GOOD             NGS
 RY0466  HISTORY     - 1980     GOOD             NGS
 RY0466
 RY0466                          STATION DESCRIPTION
 RY0466
 RY0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0466'7.5 MI E FROM KOOSKIA.
 RY0466'0.3 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT KOOSKIA,
 RY0466'THENCE 7.2 MILES EAST ALONG STATE HIGHWAY 9, ABOUT 135 YARDS SOUTH OF
 RY0466'A LARGE YELLOW HOUSE WITH A GREEN ROOF (THE OLD TURNER RESIDENCE), IN
 RY0466'THE TOP OF A BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 45
 RY0466'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 42.7 FEET
 RY0466'NORTHEAST OF A 24-INCH PINE TREE, 25 FEET NORTH OF A FENCE CORNER,
 RY0466'ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND MARKED BY THE PAINTED
 RY0466'LETTERS B M.
 RY0466
 RY0466                          STATION RECOVERY (1980)
 RY0466
 RY0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0466'12.7 KILOMETERS (7.9 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0466'JUNCTION OF STATE HIGHWAY 13 IN KOOSKIA, SET IN TOP OF A 0.9 X 1.8
 RY0466'METER (3 X 6 FOOT) GRANITE BOULDER PROJECTING 30 CENTIMETERS
 RY0466'(12 INCHES), 132.7 METERS (435 FEET) WEST OF THE CENTERLINE OF A
 RY0466'PRIVATE DRIVE LEADING NORTHWEST TO A TWO-STORY FRAME HOUSE IN A
 RY0466'GROVE OF TREES, 15.2 METERS (50.0 FEET) NORTH OF THE CENTERLINE OF THE
 RY0466'HIGHWAY, 30.5 METERS (100 FEET) SOUTH OF A POWER LINE POLE, 24.1
 RY0466'METERS (79.0 FEET) WEST OF THE SOUTH END OF A ROW OF GRAPE VINES, 10.4
 RY0466'METERS (34.0 FEET) NORTHEAST OF A CHINESE ELM TREE, 9.8 METERS
 RY0466'(32.0 FEET) EAST OF A STEEL CORNER FENCE POST, 9.1 METERS (30.0
 RY0466'FEET) SOUTH-SOUTHEAST OF A WATER WELL.
 RY0466'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0468 ***********************************************************************
 RY0468  DESIGNATION -  GWM 68
 RY0468  PID         -  RY0468
 RY0468  STATE/COUNTY-  ID/IDAHO
 RY0468  USGS QUAD   -  BIG CEDAR (1995)
 RY0468
 RY0468                         *CURRENT SURVEY CONTROL
 RY0468  ___________________________________________________________________
 RY0468* NAD 83(1986)-  46 07 13.     (N)    115 46 27.     (W)     SCALED    
 RY0468* NAVD 88     -       417.048  (meters)    1368.27   (feet)  ADJUSTED  
 RY0468  ___________________________________________________________________
 RY0468  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 RY0468  DYNAMIC HT  -         417.004 (meters)    1368.12  (feet)  COMP
 RY0468  MODELED GRAV-     980,497.3   (mgal)                       NAVD 88
 RY0468
 RY0468  VERT ORDER  -  SECOND    CLASS 0
 RY0468
 RY0468.The horizontal coordinates were scaled from a topographic map and have
 RY0468.an estimated accuracy of +/- 6 seconds.
 RY0468
 RY0468.The orthometric height was determined by differential leveling
 RY0468.and adjusted by the National Geodetic Survey in June 1991..
 RY0468
 RY0468.The geoid height was determined by GEOID03.
 RY0468
 RY0468.The dynamic height is computed by dividing the NAVD 88
 RY0468.geopotential number by the normal gravity value computed on the
 RY0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0468.degrees latitude (g = 980.6199 gals.).
 RY0468
 RY0468.The modeled gravity was interpolated from observed gravity values.
 RY0468
 RY0468;                    North         East    Units  Estimated Accuracy
 RY0468;SPC ID W     -   494,810.      798,130.      MT  (+/- 180 meters Scaled)
 RY0468
 RY0468                          SUPERSEDED SURVEY CONTROL
 RY0468
 RY0468  NGVD 29 (??/??/92)  415.964  (m)         1364.71   (f) ADJ UNCH    2 0
 RY0468
 RY0468.Superseded values are not recommended for survey control.
 RY0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0468.See file dsdata.txt to determine how the superseded data were derived.
 RY0468
 RY0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM947081(NAD 83)
 RY0468_MARKER: DD = SURVEY DISK
 RY0468_SETTING: 80 = SET IN A BOULDER
 RY0468_STAMPING: GWM 68 1938
 RY0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0468+STABILITY: SURFACE MOTION
 RY0468
 RY0468  HISTORY     - Date     Condition        Report By
 RY0468  HISTORY     - 1938     MONUMENTED       USGS
 RY0468  HISTORY     - 1950     GOOD             NGS
 RY0468  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0468
 RY0468                          STATION DESCRIPTION
 RY0468
 RY0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0468'12.8 MI E FROM KOOSKIA.
 RY0468'0.3 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT KOOSKIA,
 RY0468'THENCE 12.5 MILES EAST ALONG STATE HIGHWAY 9, 0.55 MILE SOUTHWEST OF
 RY0468'THE NEZ PERCE FOREST BOUNDARY, AT THE TINKER CREEK TRAMWAY, 30 FEET
 RY0468'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 24.7 FEET NORTHEAST OF
 RY0468'THE PLATFORM TREE OF THE TRAMWAY, IN THE TOP OF A LARGE GRANITE
 RY0468'BOULDER, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND MARKED BY THE
 RY0468'PAINTED LETTERS B M.
 RY0468
 RY0468                          STATION RECOVERY (1980)
 RY0468
 RY0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0468'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-MARK
 RY0468'PRESUMED BURIED UNDER THE PULLOUT FOR TINKER CREEK TRAMWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0473 ***********************************************************************
 RY0473  DESIGNATION -  GWM 69
 RY0473  PID         -  RY0473
 RY0473  STATE/COUNTY-  ID/IDAHO
 RY0473  USGS QUAD   -  SYRINGA (1994)
 RY0473
 RY0473                         *CURRENT SURVEY CONTROL
 RY0473  ___________________________________________________________________
 RY0473* NAD 83(1986)-  46 08 40.     (N)    115 42 31.     (W)     SCALED    
 RY0473* NAVD 88     -       435.439  (meters)    1428.60   (feet)  ADJUSTED  
 RY0473  ___________________________________________________________________
 RY0473  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 RY0473  DYNAMIC HT  -         435.386 (meters)    1428.43  (feet)  COMP
 RY0473  MODELED GRAV-     980,483.9   (mgal)                       NAVD 88
 RY0473
 RY0473  VERT ORDER  -  SECOND    CLASS 0
 RY0473
 RY0473.The horizontal coordinates were scaled from a topographic map and have
 RY0473.an estimated accuracy of +/- 6 seconds.
 RY0473
 RY0473.The orthometric height was determined by differential leveling
 RY0473.and adjusted by the National Geodetic Survey in June 1991..
 RY0473
 RY0473.The geoid height was determined by GEOID03.
 RY0473
 RY0473.The dynamic height is computed by dividing the NAVD 88
 RY0473.geopotential number by the normal gravity value computed on the
 RY0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0473.degrees latitude (g = 980.6199 gals.).
 RY0473
 RY0473.The modeled gravity was interpolated from observed gravity values.
 RY0473
 RY0473;                    North         East    Units  Estimated Accuracy
 RY0473;SPC ID W     -   497,500.      803,200.      MT  (+/- 180 meters Scaled)
 RY0473
 RY0473                          SUPERSEDED SURVEY CONTROL
 RY0473
 RY0473  NGVD 29 (??/??/92)  434.348  (m)         1425.02   (f) ADJ UNCH    2 0
 RY0473
 RY0473.Superseded values are not recommended for survey control.
 RY0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0473.See file dsdata.txt to determine how the superseded data were derived.
 RY0473
 RY0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM997109(NAD 83)
 RY0473_MARKER: DD = SURVEY DISK
 RY0473_SETTING: 0 = UNSPECIFIED SETTING
 RY0473_STAMPING: GWM 69 1939
 RY0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0473
 RY0473  HISTORY     - Date     Condition        Report By
 RY0473  HISTORY     - 1939     MONUMENTED       USGS
 RY0473  HISTORY     - 1956     GOOD             NGS
 RY0473  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0473
 RY0473                          STATION DESCRIPTION
 RY0473
 RY0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RY0473'6.3 MI SW FROM LOWELL.
 RY0473'6.3 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF
 RY0473'THE STEEL BRIDGE OVER LOCHSA RIVER AT LOWELL, 55 YARDS SOUTHEAST OF A
 RY0473'SMALL SHACK, 185 FEET WEST OF A WHITE SIGN READING TRAIL NO. 127 S AND
 RY0473'BIG HILL, 44.2 FEET SOUTH OF A TELEPHONE POLE, 33 FEET NORTH OF THE
 RY0473'CENTERLINE OF THE HIGHWAY, 10.2 FEET SOUTHWEST OF AN 18-INCH WHITE FIR
 RY0473'TREE BEARING THE PAINTED LETTERS USPBM, 8.5 FEET SOUTH OF A WITNESS
 RY0473'POST, ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.
 RY0473
 RY0473                          STATION RECOVERY (1980)
 RY0473
 RY0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0473'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0475 ***********************************************************************
 RY0475  DESIGNATION -  GWM 70
 RY0475  PID         -  RY0475
 RY0475  STATE/COUNTY-  ID/IDAHO
 RY0475  USGS QUAD   -  SYRINGA (1994)
 RY0475
 RY0475                         *CURRENT SURVEY CONTROL
 RY0475  ___________________________________________________________________
 RY0475* NAD 83(1986)-  46 08 20.     (N)    115 40 02.     (W)     SCALED    
 RY0475* NAVD 88     -       441.017  (meters)    1446.90   (feet)  ADJUSTED  
 RY0475  ___________________________________________________________________
 RY0475  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 RY0475  DYNAMIC HT  -         440.965 (meters)    1446.73  (feet)  COMP
 RY0475  MODELED GRAV-     980,484.2   (mgal)                       NAVD 88
 RY0475
 RY0475  VERT ORDER  -  FIRST     CLASS II
 RY0475
 RY0475.The horizontal coordinates were scaled from a topographic map and have
 RY0475.an estimated accuracy of +/- 6 seconds.
 RY0475
 RY0475.The orthometric height was determined by differential leveling
 RY0475.and adjusted by the National Geodetic Survey in June 1991..
 RY0475
 RY0475.The geoid height was determined by GEOID03.
 RY0475
 RY0475.The dynamic height is computed by dividing the NAVD 88
 RY0475.geopotential number by the normal gravity value computed on the
 RY0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0475.degrees latitude (g = 980.6199 gals.).
 RY0475
 RY0475.The modeled gravity was interpolated from observed gravity values.
 RY0475
 RY0475;                    North         East    Units  Estimated Accuracy
 RY0475;SPC ID W     -   496,880.      806,400.      MT  (+/- 180 meters Scaled)
 RY0475
 RY0475                          SUPERSEDED SURVEY CONTROL
 RY0475
 RY0475  NGVD 29 (??/??/92)  439.931  (m)         1443.34   (f) ADJ UNCH    1 2
 RY0475
 RY0475.Superseded values are not recommended for survey control.
 RY0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0475.See file dsdata.txt to determine how the superseded data were derived.
 RY0475
 RY0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM029103(NAD 83)
 RY0475_MARKER: DD = SURVEY DISK
 RY0475_SETTING: 80 = SET IN A BOULDER
 RY0475_STAMPING: GWM 70 1938
 RY0475_MARK LOGO: USGS  
 RY0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0475+STABILITY: SURFACE MOTION
 RY0475
 RY0475  HISTORY     - Date     Condition        Report By
 RY0475  HISTORY     - 1938     MONUMENTED       USGS
 RY0475  HISTORY     - 1950     GOOD             NGS
 RY0475  HISTORY     - 1980     GOOD             NGS
 RY0475
 RY0475                          STATION DESCRIPTION
 RY0475
 RY0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0475'4.1 MI SW FROM LOWELL.
 RY0475'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF
 RY0475'THE STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, IN THE TOP OF A FLAT
 RY0475'BOULDER PARTIALLY COVERED BY DIRT, AT A SMALL CLEARING IN THE MIDST OF
 RY0475'A GROUP OF TREES GROWING ON THE SOUTH SIDE OF THE HIGHWAY, 80 FEET
 RY0475'SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A SMALL LOG CABIN, 41 FEET
 RY0475'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTH OF A 24-INCH
 RY0475'CEDAR TREE BEARING THE PAINTED LETTERS AND NUMBERS USPBM 1444/0, 1
 RY0475'FOOT LOWER THAN THE HIGHWAY, AND MARKED BY A PAINTED B M.
 RY0475
 RY0475                          STATION RECOVERY (1980)
 RY0475
 RY0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0475'6.1 KILOMETERS (3.8 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0475'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.3
 RY0475'KILOMETER (0.2 MILE) EAST-NORTHEAST OF HIGHWAY MILEPOST 93, SET IN
 RY0475'TOP OF A 1.5 X 1.5 METER (5 X 5 FOOT) FLAT-TOPPED BOULDER PROJECTING
 RY0475'45 CENTIMETERS (18 INCHES), 11.3 METERS (37.0 FEET) SOUTH OF THE
 RY0475'CENTERLINE OF THE HIGHWAY, 36.5 METERS (120 FEET) EAST OF THE EAST END
 RY0475'OF A STEEL GUARDRAIL, 24.4 METERS (80.0 FEET) SOUTH ACROSS THE HIGHWAY
 RY0475'FROM AN HISTORICALLY PROTECTED CABIN, 18.0 METERS (59.0 FEET) WEST
 RY0475'OF THE APPROXIMATE CENTER OF A SMALL HIGHWAY PULLOUT, 5.5 METERS
 RY0475'(18.0 FEET) EAST OF THE EXTENDED LINE OF THE WEST WALL OF THE
 RY0475'CABIN, 3.35 METERS (11.0 FEET) NORTH OF A 120-CENTIMETER (48-INCH)
 RY0475'DIAMETER CEDAR TREE MARKED -U.S. PBM 1444/0-.
 RY0475'THE MARK IS 1.5 METERS  E FROM A WITNESS POST.
 RY0475'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0477 ***********************************************************************
 RY0477  DESIGNATION -  GWM 71
 RY0477  PID         -  RY0477
 RY0477  STATE/COUNTY-  ID/IDAHO
 RY0477  USGS QUAD   -  SYRINGA (1994)
 RY0477
 RY0477                         *CURRENT SURVEY CONTROL
 RY0477  ___________________________________________________________________
 RY0477* NAD 83(1986)-  46 08 10.     (N)    115 37 35.     (W)     SCALED    
 RY0477* NAVD 88     -       447.447  (meters)    1468.00   (feet)  ADJUSTED  
 RY0477  ___________________________________________________________________
 RY0477  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 RY0477  DYNAMIC HT  -         447.392 (meters)    1467.82  (feet)  COMP
 RY0477  MODELED GRAV-     980,481.8   (mgal)                       NAVD 88
 RY0477
 RY0477  VERT ORDER  -  SECOND    CLASS 0
 RY0477
 RY0477.The horizontal coordinates were scaled from a topographic map and have
 RY0477.an estimated accuracy of +/- 6 seconds.
 RY0477
 RY0477.The orthometric height was determined by differential leveling
 RY0477.and adjusted by the National Geodetic Survey in June 1991..
 RY0477
 RY0477.The geoid height was determined by GEOID03.
 RY0477
 RY0477.The dynamic height is computed by dividing the NAVD 88
 RY0477.geopotential number by the normal gravity value computed on the
 RY0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0477.degrees latitude (g = 980.6199 gals.).
 RY0477
 RY0477.The modeled gravity was interpolated from observed gravity values.
 RY0477
 RY0477;                    North         East    Units  Estimated Accuracy
 RY0477;SPC ID W     -   496,580.      809,550.      MT  (+/- 180 meters Scaled)
 RY0477
 RY0477                          SUPERSEDED SURVEY CONTROL
 RY0477
 RY0477  NGVD 29 (??/??/92)  446.359  (m)         1464.43   (f) ADJ UNCH    2 0
 RY0477
 RY0477.Superseded values are not recommended for survey control.
 RY0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0477.See file dsdata.txt to determine how the superseded data were derived.
 RY0477
 RY0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM061100(NAD 83)
 RY0477_MARKER: DD = SURVEY DISK
 RY0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0477_STAMPING: GWM 71 1938
 RY0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0477+STABILITY: SURFACE MOTION
 RY0477
 RY0477  HISTORY     - Date     Condition        Report By
 RY0477  HISTORY     - 1938     MONUMENTED       USGS
 RY0477  HISTORY     - 1950     GOOD             NGS
 RY0477  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0477
 RY0477                          STATION DESCRIPTION
 RY0477
 RY0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0477'2.0 MI SW FROM LOWELL.
 RY0477'2.0 MILES SOUTWEST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF THE
 RY0477'STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, 150 FEET NORTHWEST OF
 RY0477'AND ACROSS THE HIGHWAY FROM THE REMAINS OF AN OLD CABIN, DIRECTLY
 RY0477'ACROSS THE HIGHWAY FROM THE APPROXIMATE CENTER OF A SAMLL FENCED
 RY0477'PASTURE, 29 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 12.7
 RY0477'FEET SOUTH OF A 20-INCH FIR TREE BEARING THE PAINTED LETTERS AND
 RY0477'NUMBERS USPBM 1465/1, 3.8 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 RY0477'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9
 RY0477'FOOT ABOVE THE GROUND.
 RY0477
 RY0477                          STATION RECOVERY (1980)
 RY0477
 RY0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0477'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0056 ***********************************************************************
 NU0056  DESIGNATION -  H
 NU0056  PID         -  NU0056
 NU0056  STATE/COUNTY-  ID/BANNOCK
 NU0056  USGS QUAD   -  ARIMO (1968)
 NU0056
 NU0056                         *CURRENT SURVEY CONTROL
 NU0056  ___________________________________________________________________
 NU0056* NAD 83(1986)-  42 31 49.     (N)    112 09 56.     (W)     SCALED    
 NU0056* NAVD 88     -      1447.040  (meters)    4747.50   (feet)  ADJUSTED  
 NU0056  ___________________________________________________________________
 NU0056  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 NU0056  DYNAMIC HT  -        1446.107 (meters)    4744.44  (feet)  COMP
 NU0056  MODELED GRAV-     979,926.5   (mgal)                       NAVD 88
 NU0056
 NU0056  VERT ORDER  -  FIRST     CLASS I
 NU0056
 NU0056.The horizontal coordinates were scaled from a topographic map and have
 NU0056.an estimated accuracy of +/- 6 seconds.
 NU0056
 NU0056.The orthometric height was determined by differential leveling
 NU0056.and adjusted by the National Geodetic Survey in June 1991..
 NU0056
 NU0056.The geoid height was determined by GEOID03.
 NU0056
 NU0056.The dynamic height is computed by dividing the NAVD 88
 NU0056.geopotential number by the normal gravity value computed on the
 NU0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0056.degrees latitude (g = 980.6199 gals.).
 NU0056
 NU0056.The modeled gravity was interpolated from observed gravity values.
 NU0056
 NU0056;                    North         East    Units  Estimated Accuracy
 NU0056;SPC ID E     -    95,920.      200,090.      MT  (+/- 180 meters Scaled)
 NU0056
 NU0056                          SUPERSEDED SURVEY CONTROL
 NU0056
 NU0056  NGVD 29 (??/??/92) 1445.90   (m)         4743.8    (f) COMPUTED    1 1
 NU0056
 NU0056.Superseded values are not recommended for survey control.
 NU0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0056.See file dsdata.txt to determine how the superseded data were derived.
 NU0056
 NU0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN042093(NAD 83)
 NU0056_MARKER: Q = CHISELED SQUARE
 NU0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0056_SP_SET: LIMESTONE POST
 NU0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0056+STABILITY: SURFACE MOTION
 NU0056
 NU0056  HISTORY     - Date     Condition        Report By
 NU0056  HISTORY     - UNK      MONUMENTED       CGS
 NU0056  HISTORY     - 1967     GOOD             NGS
 NU0056
 NU0056                          STATION DESCRIPTION
 NU0056
 NU0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0056'2.2 MI S FROM ARIMO.
 NU0056'2.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0056'ARIMO, 92.1 FEET WEST OF THE WEST RAIL, 35 FEET NORTHWEST OF THE FIRST
 NU0056'TELEPHONE POLE NORTH OF MILEPOLE 102.50, 44 FEET EAST OF THE CENTER
 NU0056'LINE OF AN ASPHALT ROAD, 11 FEET EAST OF TELEPHONE POLE 8 WITH A GUY
 NU0056'WIRE, 4.4 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 4.5 FEET EAST OF A
 NU0056'WITNESS POST, THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS
 NU0056'USBM IN THE TOP OF A LIMESTONE POST, ABOUT 4 FEET HIGHER THAN THE
 NU0056'TRACK AND 6 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0049 ***********************************************************************
 NU0049  DESIGNATION -  H 1
 NU0049  PID         -  NU0049
 NU0049  STATE/COUNTY-  ID/BANNOCK
 NU0049  USGS QUAD   -  ARIMO (1968)
 NU0049
 NU0049                         *CURRENT SURVEY CONTROL
 NU0049  ___________________________________________________________________
 NU0049* NAD 83(1986)-  42 33 47.     (N)    112 10 17.     (W)     SCALED    
 NU0049* NAVD 88     -      1444.708  (meters)    4739.85   (feet)  ADJUSTED  
 NU0049  ___________________________________________________________________
 NU0049  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 NU0049  DYNAMIC HT  -        1443.790 (meters)    4736.83  (feet)  COMP
 NU0049  MODELED GRAV-     979,935.5   (mgal)                       NAVD 88
 NU0049
 NU0049  VERT ORDER  -  FIRST     CLASS I
 NU0049
 NU0049.The horizontal coordinates were scaled from a topographic map and have
 NU0049.an estimated accuracy of +/- 6 seconds.
 NU0049
 NU0049.The orthometric height was determined by differential leveling
 NU0049.and adjusted by the National Geodetic Survey in June 1991..
 NU0049
 NU0049.The geoid height was determined by GEOID03.
 NU0049
 NU0049.The dynamic height is computed by dividing the NAVD 88
 NU0049.geopotential number by the normal gravity value computed on the
 NU0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0049.degrees latitude (g = 980.6199 gals.).
 NU0049
 NU0049.The modeled gravity was interpolated from observed gravity values.
 NU0049
 NU0049;                    North         East    Units  Estimated Accuracy
 NU0049;SPC ID E     -    99,560.      199,610.      MT  (+/- 180 meters Scaled)
 NU0049
 NU0049                          SUPERSEDED SURVEY CONTROL
 NU0049
 NU0049  NGVD 29 (??/??/92) 1443.634  (m)         4736.32   (f) ADJ UNCH    1 1
 NU0049
 NU0049.Superseded values are not recommended for survey control.
 NU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0049.See file dsdata.txt to determine how the superseded data were derived.
 NU0049
 NU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN038129(NAD 83)
 NU0049_MARKER: Q = CHISELED SQUARE
 NU0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0049_SP_SET: CULVERT
 NU0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0049
 NU0049  HISTORY     - Date     Condition        Report By
 NU0049  HISTORY     - UNK      MONUMENTED       CGS
 NU0049  HISTORY     - 1967     GOOD             NGS
 NU0049
 NU0049                          STATION DESCRIPTION
 NU0049
 NU0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0049'0.1 MI N FROM ARIMO.
 NU0049'0.1 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0049'ARIMO, 7 POLES SOUTH OF MILEPOLE 105, 2 POLES NORTH OF MILEPOLE
 NU0049'104.75, AT THE CROSSING OF A GRAVELED ROAD, IN TOP OF THE CENTER OF
 NU0049'THE WEST HEAD WALL OF CULVERT 104.81, 11.2 FEET WEST OF THE WEST RAIL
 NU0049'OF THE WEST TRACK, 70 1/2 FEET EAST OF THE CENTER LINE OF FORMER
 NU0049'HIGHWAY 91, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1
 NU0049'FOOT HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0779 ***********************************************************************
 OH0779  DESIGNATION -  H 1
 OH0779  PID         -  OH0779
 OH0779  STATE/COUNTY-  ID/CANYON
 OH0779  USGS QUAD   -  CALDWELL (1971)
 OH0779
 OH0779                         *CURRENT SURVEY CONTROL
 OH0779  ___________________________________________________________________
 OH0779* NAD 83(1986)-  43 39 55.     (N)    116 41 13.     (W)     SCALED    
 OH0779* NAVD 88     -       723.818  (meters)    2374.73   (feet)  ADJUSTED  
 OH0779  ___________________________________________________________________
 OH0779  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 OH0779  DYNAMIC HT  -         723.574 (meters)    2373.93  (feet)  COMP
 OH0779  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 OH0779
 OH0779  VERT ORDER  -  FIRST     CLASS II
 OH0779
 OH0779.The horizontal coordinates were scaled from a topographic map and have
 OH0779.an estimated accuracy of +/- 6 seconds.
 OH0779
 OH0779.The orthometric height was determined by differential leveling
 OH0779.and adjusted by the National Geodetic Survey in June 1991..
 OH0779
 OH0779.The geoid height was determined by GEOID03.
 OH0779
 OH0779.The dynamic height is computed by dividing the NAVD 88
 OH0779.geopotential number by the normal gravity value computed on the
 OH0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0779.degrees latitude (g = 980.6199 gals.).
 OH0779
 OH0779.The modeled gravity was interpolated from observed gravity values.
 OH0779
 OH0779;                    North         East    Units  Estimated Accuracy
 OH0779;SPC ID W     -   222,430.      724,440.      MT  (+/- 180 meters Scaled)
 OH0779
 OH0779                          SUPERSEDED SURVEY CONTROL
 OH0779
 OH0779  NGVD 29 (??/??/92)  722.885  (m)         2371.67   (f) ADJ UNCH    1 2
 OH0779
 OH0779.Superseded values are not recommended for survey control.
 OH0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0779.See file dsdata.txt to determine how the superseded data were derived.
 OH0779
 OH0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ252347(NAD 83)
 OH0779_MARKER: DD = SURVEY DISK
 OH0779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0779_SP_SET: BUILDING
 OH0779_STAMPING: H 1 2372 1933
 OH0779_MARK LOGO: USGS  
 OH0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0779
 OH0779  HISTORY     - Date     Condition        Report By
 OH0779  HISTORY     - 1933     MONUMENTED       USGS
 OH0779  HISTORY     - 1951     GOOD             NGS
 OH0779  HISTORY     - 1975     GOOD             NGS
 OH0779  HISTORY     - 1983     GOOD             NGS
 OH0779
 OH0779                          STATION DESCRIPTION
 OH0779
 OH0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0779'IN CALDWELL.
 OH0779'AT THE NORTH CORNER OF INTERSECTION OF ARTHUR STREET AND SOUTH 9TH
 OH0779'AVE. AT CALDWELL POST OFFICE, AND SET VERTICALLY IN THE SOUTHWEST FACE
 OH0779'OF THE CONCRETE FOUNDATION OF POST OFFICE AND AT THE SOUTH CORNER OF
 OH0779'THE BUILDING, 33.6 FEET SOUTHEAST OF THE CENTER OF THE MAIN ENTRANCE
 OH0779'TO THE POST OFFICE, 3.3 FEET NORTHWEST OF THE CENTER OF THE SIDE WALK
 OH0779'AND STEPS LEADING TO THE BASEMENT, 1.3 FEET NORTHWEST OF THE SOUTH
 OH0779'CORNER OF BUILDING, AND 2 FEET ABOVE THE GROUND.
 OH0779
 OH0779                          STATION RECOVERY (1975)
 OH0779
 OH0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OH0779'RECOVERED IN GOOD CONDITION.
 OH0779
 OH0779                          STATION RECOVERY (1983)
 OH0779
 OH0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0002 ***********************************************************************
 TO0002  DESIGNATION -  H 10
 TO0002  PID         -  TO0002
 TO0002  STATE/COUNTY-  ID/BOUNDARY
 TO0002  USGS QUAD   -  NAPLES (1996)
 TO0002
 TO0002                         *CURRENT SURVEY CONTROL
 TO0002  ___________________________________________________________________
 TO0002* NAD 83(1986)-  48 31 11.     (N)    116 26 08.     (W)     SCALED    
 TO0002* NAVD 88     -       654.979  (meters)    2148.88   (feet)  ADJUSTED  
 TO0002  ___________________________________________________________________
 TO0002  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TO0002  DYNAMIC HT  -         655.034 (meters)    2149.06  (feet)  COMP
 TO0002  MODELED GRAV-     980,675.0   (mgal)                       NAVD 88
 TO0002
 TO0002  VERT ORDER  -  FIRST     CLASS II
 TO0002
 TO0002.The horizontal coordinates were scaled from a topographic map and have
 TO0002.an estimated accuracy of +/- 6 seconds.
 TO0002
 TO0002.The orthometric height was determined by differential leveling
 TO0002.and adjusted by the National Geodetic Survey in June 1991..
 TO0002
 TO0002.The geoid height was determined by GEOID03.
 TO0002
 TO0002.The dynamic height is computed by dividing the NAVD 88
 TO0002.geopotential number by the normal gravity value computed on the
 TO0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0002.degrees latitude (g = 980.6199 gals.).
 TO0002
 TO0002.The modeled gravity was interpolated from observed gravity values.
 TO0002
 TO0002;                    North         East    Units  Estimated Accuracy
 TO0002;SPC ID W     -   761,780.      749,360.      MT  (+/- 180 meters Scaled)
 TO0002
 TO0002                          SUPERSEDED SURVEY CONTROL
 TO0002
 TO0002  NGVD 29 (??/??/92)  653.793  (m)         2144.99   (f) ADJ UNCH    1 2
 TO0002
 TO0002.Superseded values are not recommended for survey control.
 TO0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0002.See file dsdata.txt to determine how the superseded data were derived.
 TO0002
 TO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP416742(NAD 83)
 TO0002_MARKER: P = PIPE CAP
 TO0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0002_STAMPING: 2145.127 H 10 1914
 TO0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0002
 TO0002  HISTORY     - Date     Condition        Report By
 TO0002  HISTORY     - 1914     MONUMENTED       CGS
 TO0002  HISTORY     - 1944     GOOD             NGS
 TO0002
 TO0002                          STATION DESCRIPTION
 TO0002
 TO0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0002'3.0 MI N FROM ELMIRA.
 TO0002'3.0 MILES NORTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 TO0002'STATION AT ELMIRA, AT MCARTHUR, 280 FEET SOUTHWEST OF A PRIVATE ROAD
 TO0002'CROSSING, 120 FEET SOUTHWEST OF CULVERT NO. 93/14, 46 FEET NORTHWEST
 TO0002'OF CENTER-LINE OF TRACK, 2.5 FEET SOUTHEAST OF FENCE, 2 FEET SOUTHWEST
 TO0002'OF REFERENCE POST.  BRONZE BENCH MARK CAP ON TOP OF A 3 1/2-INCH IRON
 TO0002'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0186 ***********************************************************************
 OH0186  DESIGNATION -  H 10
 OH0186  PID         -  OH0186
 OH0186  STATE/COUNTY-  ID/GEM
 OH0186  USGS QUAD   -  MONTOUR (1985)
 OH0186
 OH0186                         *CURRENT SURVEY CONTROL
 OH0186  ___________________________________________________________________
 OH0186* NAD 83(1986)-  43 55 03.     (N)    116 21 53.     (W)     SCALED    
 OH0186* NAVD 88     -       848.750  (meters)    2784.61   (feet)  ADJUSTED  
 OH0186  ___________________________________________________________________
 OH0186  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 OH0186  DYNAMIC HT  -         848.456 (meters)    2783.64  (feet)  COMP
 OH0186  MODELED GRAV-     980,244.1   (mgal)                       NAVD 88
 OH0186
 OH0186  VERT ORDER  -  SECOND    CLASS 0
 OH0186
 OH0186.The horizontal coordinates were scaled from a topographic map and have
 OH0186.an estimated accuracy of +/- 6 seconds.
 OH0186
 OH0186.The orthometric height was determined by differential leveling
 OH0186.and adjusted by the National Geodetic Survey in June 1991..
 OH0186
 OH0186.The geoid height was determined by GEOID03.
 OH0186
 OH0186.The dynamic height is computed by dividing the NAVD 88
 OH0186.geopotential number by the normal gravity value computed on the
 OH0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0186.degrees latitude (g = 980.6199 gals.).
 OH0186
 OH0186.The modeled gravity was interpolated from observed gravity values.
 OH0186
 OH0186;                    North         East    Units  Estimated Accuracy
 OH0186;SPC ID W     -   250,210.      750,630.      MT  (+/- 180 meters Scaled)
 OH0186
 OH0186                          SUPERSEDED SURVEY CONTROL
 OH0186
 OH0186  NGVD 29 (??/??/92)  847.779  (m)         2781.42   (f) ADJ UNCH    2 0
 OH0186
 OH0186.Superseded values are not recommended for survey control.
 OH0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0186.See file dsdata.txt to determine how the superseded data were derived.
 OH0186
 OH0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ510629(NAD 83)
 OH0186_MARKER: DD = SURVEY DISK
 OH0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0186_STAMPING: H 10 1933
 OH0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0186+STABILITY: SURFACE MOTION
 OH0186
 OH0186  HISTORY     - Date     Condition        Report By
 OH0186  HISTORY     - 1933     MONUMENTED       USGS
 OH0186
 OH0186                          STATION DESCRIPTION
 OH0186
 OH0186'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 OH0186'2.3 MI W FROM MONTOUR.
 OH0186'2.3 MILES WEST ALONG STATE HIGHWAY 16 FROM THE HIGH SCHOOL AT MONTOUR,
 OH0186'GEM COUNTY, AT THE TOP OF SHELDON HILL, 24 FEET NORTH OF THE
 OH0186'CENTERLINE OF THE HIGHWAY, AND 2 FEET HIGHER THAN THE HIGHWAY, U.S.
 OH0186'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 10 1933 AND SET IN THE TOP
 OH0186'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0398 ***********************************************************************
 NU0398  DESIGNATION -  H 100
 NU0398  PID         -  NU0398
 NU0398  STATE/COUNTY-  ID/ONEIDA
 NU0398  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0398
 NU0398                         *CURRENT SURVEY CONTROL
 NU0398  ___________________________________________________________________
 NU0398* NAD 83(1986)-  42 06 21.     (N)    112 14 03.     (W)     SCALED    
 NU0398* NAVD 88     -      1348.550  (meters)    4424.37   (feet)  ADJUSTED  
 NU0398  ___________________________________________________________________
 NU0398  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NU0398  DYNAMIC HT  -        1347.646 (meters)    4421.40  (feet)  COMP
 NU0398  MODELED GRAV-     979,905.5   (mgal)                       NAVD 88
 NU0398
 NU0398  VERT ORDER  -  SECOND    CLASS 0
 NU0398
 NU0398.The horizontal coordinates were scaled from a topographic map and have
 NU0398.an estimated accuracy of +/- 6 seconds.
 NU0398
 NU0398.The orthometric height was determined by differential leveling
 NU0398.and adjusted by the National Geodetic Survey in June 1991..
 NU0398
 NU0398.The geoid height was determined by GEOID03.
 NU0398
 NU0398.The dynamic height is computed by dividing the NAVD 88
 NU0398.geopotential number by the normal gravity value computed on the
 NU0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0398.degrees latitude (g = 980.6199 gals.).
 NU0398
 NU0398.The modeled gravity was interpolated from observed gravity values.
 NU0398
 NU0398;                    North         East    Units  Estimated Accuracy
 NU0398;SPC ID E     -    48,780.      194,420.      MT  (+/- 180 meters Scaled)
 NU0398
 NU0398                          SUPERSEDED SURVEY CONTROL
 NU0398
 NU0398  NGVD 29 (??/??/92) 1347.490  (m)         4420.89   (f) ADJ UNCH    2 0
 NU0398
 NU0398.Superseded values are not recommended for survey control.
 NU0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0398.See file dsdata.txt to determine how the superseded data were derived.
 NU0398
 NU0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM979622(NAD 83)
 NU0398_MARKER: DB = BENCH MARK DISK
 NU0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0398+STABILITY: SURFACE MOTION
 NU0398
 NU0398  HISTORY     - Date     Condition        Report By
 NU0398  HISTORY     - 1960     MONUMENTED       CGS
 NU0398  HISTORY     - 1960     GOOD             NGS
 NU0398  HISTORY     - 1980     GOOD             NGS
 NU0398
 NU0398                          STATION DESCRIPTION
 NU0398
 NU0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0398'5.45 MI S FROM MALAD CITY.
 NU0398'5.45 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM ITS JUNCTION WITH STATE
 NU0398'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, 62 FEET NORTH FROM THE SECOND
 NU0398'POST 93 ON THE UNION PACIFIC RAILROAD, 47.8 FEET EAST FROM THE EAST
 NU0398'RAIL, 48 FEET WEST FROM THE CENTER OF THE PRESENT HIGHWAY, 3 FEET
 NU0398'NORTHEAST FROM A METAL WITNESS POST WITH SIGN, 2 FEET EAST FROM THE
 NU0398'RIGHT OF WAY FENCE, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING
 NU0398'6 INCHES ABOVE GROUND.
 NU0398
 NU0398                          STATION RECOVERY (1980)
 NU0398
 NU0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NU0398'REACHED FROM THE INTERSECTION OF 50 SOUTH ST AND S MAIN ST IN MALAD
 NU0398'CITY, GO SOUTH ON S MAIN FOR 5.8 MILES TO THE D. VAUGHN, TURN RIGHT
 NU0398'ON A PRIVATE LANE ON THE SOUTH SIDE OF THE RESIDENCE AND GO 0.35 MILE
 NU0398'TO THE OLD HIGHWAY AND THE MARK BETWEEN THE RAILROAD AND THE OLD
 NU0398'HIGHWAY. IT IS 92.0 FEET NORTH OF A FENCE CORNER, 47.8 FEET WEST OF
 NU0398'THE CENTERLINE OF AN OLD PAVED ROAD AND 50 FEET EAST FROM THE EAST
 NU0398'RAIL OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1281 ***********************************************************************
 NU1281  DESIGNATION -  H 101
 NU1281  PID         -  NU1281
 NU1281  STATE/COUNTY-  ID/CASSIA
 NU1281  USGS QUAD   -  RUPERT SE (1978)
 NU1281
 NU1281                         *CURRENT SURVEY CONTROL
 NU1281  ___________________________________________________________________
 NU1281* NAD 83(1986)-  42 34 07.     (N)    113 36 12.     (W)     SCALED    
 NU1281* NAVD 88     -      1280.794  (meters)    4202.07   (feet)  ADJUSTED  
 NU1281  ___________________________________________________________________
 NU1281  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 NU1281  DYNAMIC HT  -        1280.066 (meters)    4199.68  (feet)  COMP
 NU1281  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 NU1281
 NU1281  VERT ORDER  -  FIRST     CLASS II
 NU1281
 NU1281.The horizontal coordinates were scaled from a topographic map and have
 NU1281.an estimated accuracy of +/- 6 seconds.
 NU1281
 NU1281.The orthometric height was determined by differential leveling
 NU1281.and adjusted by the National Geodetic Survey in June 1991..
 NU1281
 NU1281.The geoid height was determined by GEOID03.
 NU1281
 NU1281.The dynamic height is computed by dividing the NAVD 88
 NU1281.geopotential number by the normal gravity value computed on the
 NU1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1281.degrees latitude (g = 980.6199 gals.).
 NU1281
 NU1281.The modeled gravity was interpolated from observed gravity values.
 NU1281
 NU1281;                    North         East    Units  Estimated Accuracy
 NU1281;SPC ID C     -   100,260.      532,570.      MT  (+/- 180 meters Scaled)
 NU1281
 NU1281                          SUPERSEDED SURVEY CONTROL
 NU1281
 NU1281  NGVD 29 (??/??/92) 1279.823  (m)         4198.89   (f) ADJ UNCH    1 2
 NU1281
 NU1281.Superseded values are not recommended for survey control.
 NU1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1281.See file dsdata.txt to determine how the superseded data were derived.
 NU1281
 NU1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN863161(NAD 83)
 NU1281_MARKER: DB = BENCH MARK DISK
 NU1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU1281_SP_SET: CURB
 NU1281_STAMPING: H 101 1960
 NU1281_MARK LOGO: CGS   
 NU1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1281
 NU1281  HISTORY     - Date     Condition        Report By
 NU1281  HISTORY     - 1960     MONUMENTED       CGS
 NU1281  HISTORY     - 1983     GOOD             NGS
 NU1281
 NU1281                          STATION DESCRIPTION
 NU1281
 NU1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1281'4.25 MI NE FROM DECLO.
 NU1281'3.35 MILES NORTH ON STATE HIGHWAY 77 FROM DECLO, THENCE 0.9 MILE EAST
 NU1281'ON INTERSTATE HIGHWAY 80N TO THE EAST BOUND TRAFFIC BRIDGE OVER A
 NU1281'CANAL, 16.6 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 NU1281'LANE, 3.1 FEET WEST OF THE NORTHEAST CORNER OF THE BRIDGE, 0.8 FOOT
 NU1281'ABOVE THE ROADWAY, SET IN A DRILL HOLE IN THE CONCRETE CURB.
 NU1281
 NU1281                          STATION RECOVERY (1983)
 NU1281
 NU1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1281'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.9 KM
 NU1281'(6.8 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU1281'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, IN TOP OF
 NU1281'THE EAST END OF THE NORTH CURB FOR THE EAST BOUND BRIDGE OVER THE MAIN
 NU1281'SOUTH SIDE CANAL, 0.67 KM (0.42 MI) EAST OF MILEPOST 217, 5.0 METERS
 NU1281'(16.5 MI) NORTH OF THE EAST BOUND CENTERLINE.
 NU1281'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1038 ***********************************************************************
 NU1038  DESIGNATION -  H 102
 NU1038  PID         -  NU1038
 NU1038  STATE/COUNTY-  ID/CASSIA
 NU1038  USGS QUAD   -  SUBLETT (1985)
 NU1038
 NU1038                         *CURRENT SURVEY CONTROL
 NU1038  ___________________________________________________________________
 NU1038* NAD 83(1986)-  42 16 04.     (N)    113 08 43.     (W)     SCALED    
 NU1038* NAVD 88     -      1523.244  (meters)    4997.51   (feet)  ADJUSTED  
 NU1038  ___________________________________________________________________
 NU1038  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 NU1038  DYNAMIC HT  -        1522.243 (meters)    4994.23  (feet)  COMP
 NU1038  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 NU1038
 NU1038  VERT ORDER  -  SECOND    CLASS 0
 NU1038
 NU1038.The horizontal coordinates were scaled from a topographic map and have
 NU1038.an estimated accuracy of +/- 6 seconds.
 NU1038
 NU1038.The orthometric height was determined by differential leveling
 NU1038.and adjusted by the National Geodetic Survey in June 1991..
 NU1038
 NU1038.The geoid height was determined by GEOID03.
 NU1038
 NU1038.The dynamic height is computed by dividing the NAVD 88
 NU1038.geopotential number by the normal gravity value computed on the
 NU1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1038.degrees latitude (g = 980.6199 gals.).
 NU1038
 NU1038.The modeled gravity was interpolated from observed gravity values.
 NU1038
 NU1038;                    North         East    Units  Estimated Accuracy
 NU1038;SPC ID C     -    67,120.      570,510.      MT  (+/- 180 meters Scaled)
 NU1038
 NU1038                          SUPERSEDED SURVEY CONTROL
 NU1038
 NU1038  NGVD 29 (??/??/92) 1522.165  (m)         4993.97   (f) ADJ UNCH    2 0
 NU1038
 NU1038.Superseded values are not recommended for survey control.
 NU1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1038.See file dsdata.txt to determine how the superseded data were derived.
 NU1038
 NU1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM230817(NAD 83)
 NU1038_MARKER: DB = BENCH MARK DISK
 NU1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1038_STAMPING: H 102 1960
 NU1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1038+STABILITY: SURFACE MOTION
 NU1038
 NU1038  HISTORY     - Date     Condition        Report By
 NU1038  HISTORY     - 1960     MONUMENTED       CGS
 NU1038
 NU1038                          STATION DESCRIPTION
 NU1038
 NU1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1038'15.3 MI SE FROM MALTA.
 NU1038'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1038'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A GRAVEL ROAD, THENCE 2.3
 NU1038'MILES SOUTH, THENCE 2.4 MILES SOUTHEAST ON GRAVEL ROAD LEADING TO
 NU1038'JUNIPER, 0.05 MILE EAST OF ROAD LEADING NORTHEAST TO COLD SPRING
 NU1038'CANYON, 64 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.3 FEET NORTH OF
 NU1038'A FENCE LINE, 1.6 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN
 NU1038'A CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1181 ***********************************************************************
 NU1181  DESIGNATION -  H 103
 NU1181  PID         -  NU1181
 NU1181  STATE/COUNTY-  ID/MINIDOKA
 NU1181  USGS QUAD   -  BURLEY SW (1978)
 NU1181
 NU1181                         *CURRENT SURVEY CONTROL
 NU1181  ___________________________________________________________________
 NU1181* NAD 83(1986)-  42 34 38.     (N)    113 54 57.     (W)     SCALED    
 NU1181* NAVD 88     -      1305.172  (meters)    4282.05   (feet)  ADJUSTED  
 NU1181  ___________________________________________________________________
 NU1181  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 NU1181  DYNAMIC HT  -        1304.454 (meters)    4279.70  (feet)  COMP
 NU1181  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 NU1181
 NU1181  VERT ORDER  -  SECOND    CLASS 0
 NU1181
 NU1181.The horizontal coordinates were scaled from a topographic map and have
 NU1181.an estimated accuracy of +/- 6 seconds.
 NU1181
 NU1181.The orthometric height was determined by differential leveling
 NU1181.and adjusted by the National Geodetic Survey in June 1991..
 NU1181
 NU1181.The geoid height was determined by GEOID03.
 NU1181
 NU1181.The dynamic height is computed by dividing the NAVD 88
 NU1181.geopotential number by the normal gravity value computed on the
 NU1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1181.degrees latitude (g = 980.6199 gals.).
 NU1181
 NU1181.The modeled gravity was interpolated from observed gravity values.
 NU1181
 NU1181;                    North         East    Units  Estimated Accuracy
 NU1181;SPC ID C     -   101,140.      506,910.      MT  (+/- 180 meters Scaled)
 NU1181
 NU1181                          SUPERSEDED SURVEY CONTROL
 NU1181
 NU1181  NGVD 29 (??/??/92) 1304.220  (m)         4278.93   (f) ADJ UNCH    2 0
 NU1181
 NU1181.Superseded values are not recommended for survey control.
 NU1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1181.See file dsdata.txt to determine how the superseded data were derived.
 NU1181
 NU1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN607179(NAD 83)
 NU1181_MARKER: DB = BENCH MARK DISK
 NU1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1181_STAMPING: H 103 1960
 NU1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1181+STABILITY: SURFACE MOTION
 NU1181
 NU1181  HISTORY     - Date     Condition        Report By
 NU1181  HISTORY     - 1960     MONUMENTED       CGS
 NU1181  HISTORY     - 1978     GOOD             NGS
 NU1181
 NU1181                          STATION DESCRIPTION
 NU1181
 NU1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1181'8.5 MI W FROM PAUL.
 NU1181'2.0 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE HIGHWAY
 NU1181'25 AT PAUL TO ROAD 300 SOUTH, THENCE 6.5 MILES WEST, 120 FEET NORTH OF
 NU1181'THE RIGHT-OF-WAY CENTERLINE OF PROPOSED INTERSTATE HIGHWAY 80N, 3 FEET
 NU1181'SOUTHWEST OF A POWER POLE, 2.8 FEET NORTH OF A METAL WITNESS POST WITH
 NU1181'SIGN, SET IN A CYCLINDRICAL CONCRETE POST PROJECTING 3 INCHES AND ON
 NU1181'THE NORTH RIGHT-OF-WAY.
 NU1181
 NU1181                          STATION RECOVERY (1978)
 NU1181
 NU1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NU1181'REACHED FROM THE PAUL POST OFFICE BY GOING WEST ON IDAHO STREET FOR
 NU1181'0.1 MILE TO MAIN STREET, TURN LEFT, AND GO SOUTH ON MAIN STREET, AND
 NU1181'STATE HIGHWAY 27 FOR 2.2 MILES TO A CROSSROAD, TURN RIGHT, AND GO
 NU1181'WEST ON ROAD 300 S FOR 5.6 MILES TO AN UNDERPASS UNDER THE FREEWAY ON
 NU1181'THE LEFT, CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO THE END OF THE
 NU1181'MACADAM, JOG RIGHT, THEN CONTINUE WEST ON THE GRAVEL ROAD FOR 0.2
 NU1181'MILE TO THE BENCH MARK ON THE LEFT, 115 FEET EAST OF WHERE THE ROAD
 NU1181'CROSSES THE CANAL, 51 FEET NORTH OF THE FREEWAY RIGHT-OF-WAY FENCE,
 NU1181'37 FEET WEST OF AN IRRIGATION DITCH, AT THE WEST END OF A SMALL
 NU1181'FIELD, 25 FEET SOUTH OF AN IRRIGATION DITCH, 3 FEET SOUTH OF A POWER
 NU1181'POLE WITH A BRACE CABLE, AND 3 FEET NORTH OF A METAL WITNESS POST SET
 NU1181'IN A CONCRETE MONUMENT THAT PROJECTS 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0125 ***********************************************************************
 NW0125  DESIGNATION -  H 106
 NW0125  PID         -  NW0125
 NW0125  STATE/COUNTY-  ID/OWYHEE
 NW0125  USGS QUAD   -  JORDAN VALLEY (1969)
 NW0125
 NW0125                         *CURRENT SURVEY CONTROL
 NW0125  ___________________________________________________________________
 NW0125* NAD 83(1992)-  42 53 02.35101(N)    117 00 29.30199(W)     ADJUSTED  
 NW0125* NAVD 88     -      1386.228  (meters)    4547.98   (feet)  ADJUSTED  
 NW0125  ___________________________________________________________________
 NW0125  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 NW0125  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 NW0125  DYNAMIC HT  -        1385.464 (meters)    4545.48  (feet)  COMP
 NW0125  MODELED GRAV-     980,020.7   (mgal)                       NAVD 88
 NW0125
 NW0125  HORZ ORDER  -  THIRD
 NW0125  VERT ORDER  -  SECOND    CLASS 0
 NW0125
 NW0125.The horizontal coordinates were established by classical geodetic methods
 NW0125.and adjusted by the National Geodetic Survey in July 1992..
 NW0125
 NW0125.The orthometric height was determined by differential leveling
 NW0125.and adjusted by the National Geodetic Survey in June 1991..
 NW0125
 NW0125.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0125
 NW0125.The geoid height was determined by GEOID03.
 NW0125
 NW0125.The dynamic height is computed by dividing the NAVD 88
 NW0125.geopotential number by the normal gravity value computed on the
 NW0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0125.degrees latitude (g = 980.6199 gals.).
 NW0125
 NW0125.The modeled gravity was interpolated from observed gravity values.
 NW0125
 NW0125;                    North         East     Units Scale Factor Converg.
 NW0125;SPC ID W     -   135,977.172   697,223.519   MT  1.00006324   -0 51 22.5
 NW0125;SPC OR S     -   141,168.399 1,785,155.587   MT  0.99990688   +2 23 20.2
 NW0125;SPC OR S     -   463,150.92  5,856,809.67   iFT  0.99990688   +2 23 20.2
 NW0125;UTM  11      - 4,747,931.845   499,335.321   MT  0.99960001   -0 00 19.9
 NW0125
 NW0125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0125!SPC ID W     -   0.99978530  x   1.00006324  =   0.99984853
 NW0125!SPC OR S     -   0.99978530  x   0.99990688  =   0.99969220
 NW0125!UTM  11      -   0.99978530  x   0.99960001  =   0.99938540
 NW0125
 NW0125:                Primary Azimuth Mark                     Grid Az
 NW0125:SPC ID W     -  JORDAN                                   035 49 16.5
 NW0125:SPC OR S     -  JORDAN                                   032 34 33.8
 NW0125:UTM  11      -  JORDAN                                   034 58 13.9
 NW0125
 NW0125|---------------------------------------------------------------------|
 NW0125| PID    Reference Object                     Distance      Geod. Az  |
 NW0125|                                                           dddmmss.s |
 NW0125| NW0579 JORDAN                              APPROX. 6.5 KM 0345754.0 |
 NW0125|---------------------------------------------------------------------|
 NW0125
 NW0125                          SUPERSEDED SURVEY CONTROL
 NW0125
 NW0125  NAD 83(1991)-  42 53 02.35118(N)    117 00 29.30202(W) AD(       ) 3
 NW0125  NAD 83(1986)-  42 53 02.35219(N)    117 00 29.30000(W) AD(       ) 3
 NW0125  NGVD 29 (??/??/92) 1385.160  (m)         4544.48   (f) ADJ UNCH    2 0
 NW0125
 NW0125.Superseded values are not recommended for survey control.
 NW0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0125.See file dsdata.txt to determine how the superseded data were derived.
 NW0125
 NW0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH9933547932(NAD 83)
 NW0125_MARKER: DB = BENCH MARK DISK
 NW0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0125_STAMPING: H 106 1963
 NW0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0125+STABILITY: SURFACE MOTION
 NW0125
 NW0125  HISTORY     - Date     Condition        Report By
 NW0125  HISTORY     - 1963     MONUMENTED       CGS
 NW0125  HISTORY     - 1964     GOOD             USGS
 NW0125
 NW0125                          STATION DESCRIPTION
 NW0125
 NW0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0125'8.9 MI SE FROM JORDAN VALLEY, OR.
 NW0125'8.9 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL
 NW0125'AT JORDAN VALLEY, 0.1 MILE NORTH OF THE JUNCTION OF A ROAD TO FARM
 NW0125'HOUSE, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 7.3 FEET NORTHWEST
 NW0125'OF A FENCE CORNER, 2.7 FEET NORTH OF A FENCE, 2.0 FEET NORTH OF A
 NW0125'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 NW0125'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NW0125
 NW0125                          STATION RECOVERY (1964)
 NW0125
 NW0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NW0125'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY LEVEL LINE, NO. 143
 NW0125'OREGON, AS FOLLOWS--
 NW0125'
 NW0125'--8.9 MI. SE. ALONG A GRAVELED RD. FROM THE JORDAN VALLEY HOTEL AT
 NW0125'JORDAN VALLEY, 0.1 MI. N. OF THE JUNCTION OF A RD. TO FARM HOUSE,
 NW0125'22 FT. W. OF THE CENTERLINE OF THE RD., 7.3 FT. NW. OF A FENCE
 NW0125'CORNER, 2.7 FT. N. OF A FENCE, 2 FT. N. OF A WITNESS POST, ABOUT
 NW0125'LEVEL WITH THE RD. AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NW0125'0.4 FT. ABOVE THE GROUND.--
 NW0125'
 NW0125'TO REACH FROM THE JORDAN VALLEY POST OFFICE, GO E. ON
 NW0125'MAIN-TRAVELED RD. 3 MI. TO A RD. FORK, GO RIGHT (S.) FOR 2.8 MI. TO
 NW0125'A RD. FORK, GO RIGHT 1.7 MI. TO A MAIN RD. FORK, KEEP STRAIGHT
 NW0125'(RIGHT) FOR 1.3 MI. ALONG MAIN-TRAVELED RD. TO BENCH MARK ON RIGHT
 NW0125'AT FENCE CORNER.
 NW0125'
 NW0125'STATION MARK--USC AND GS BM DISK STAMPED---H 106 1963--- SET IN
 NW0125'TOP OF CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0080 ***********************************************************************
 NW0080  DESIGNATION -  H 107
 NW0080  PID         -  NW0080
 NW0080  STATE/COUNTY-  ID/OWYHEE
 NW0080  USGS QUAD   -  RED BASIN (1973)
 NW0080
 NW0080                         *CURRENT SURVEY CONTROL
 NW0080  ___________________________________________________________________
 NW0080* NAD 83(1986)-  42 15 41.     (N)    116 52 16.     (W)     SCALED    
 NW0080* NAVD 88     -      1309.321  (meters)    4295.66   (feet)  ADJUSTED  
 NW0080  ___________________________________________________________________
 NW0080  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 NW0080  DYNAMIC HT  -        1308.424 (meters)    4292.72  (feet)  COMP
 NW0080  MODELED GRAV-     979,892.7   (mgal)                       NAVD 88
 NW0080
 NW0080  VERT ORDER  -  SECOND    CLASS 0
 NW0080
 NW0080.The horizontal coordinates were scaled from a topographic map and have
 NW0080.an estimated accuracy of +/- 6 seconds.
 NW0080
 NW0080.The orthometric height was determined by differential leveling
 NW0080.and adjusted by the National Geodetic Survey in June 1991..
 NW0080
 NW0080.The geoid height was determined by GEOID03.
 NW0080
 NW0080.The dynamic height is computed by dividing the NAVD 88
 NW0080.geopotential number by the normal gravity value computed on the
 NW0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0080.degrees latitude (g = 980.6199 gals.).
 NW0080
 NW0080.The modeled gravity was interpolated from observed gravity values.
 NW0080
 NW0080;                    North         East    Units  Estimated Accuracy
 NW0080;SPC ID W     -    66,660.      707,500.      MT  (+/- 180 meters Scaled)
 NW0080
 NW0080                          SUPERSEDED SURVEY CONTROL
 NW0080
 NW0080  NGVD 29 (??/??/92) 1308.135  (m)         4291.77   (f) ADJ UNCH    2 0
 NW0080
 NW0080.Superseded values are not recommended for survey control.
 NW0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0080.See file dsdata.txt to determine how the superseded data were derived.
 NW0080
 NW0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG106788(NAD 83)
 NW0080_MARKER: DB = BENCH MARK DISK
 NW0080_SETTING: 66 = SET IN ROCK OUTCROP
 NW0080_SP_SET: OUTCROP
 NW0080_STAMPING: H 107 1963
 NW0080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0080+STABILITY: POSITION/ELEVATION WELL
 NW0080
 NW0080  HISTORY     - Date     Condition        Report By
 NW0080  HISTORY     - 1963     MONUMENTED       CGS
 NW0080
 NW0080                          STATION DESCRIPTION
 NW0080
 NW0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0080'16.6 MI SE FROM C RANCH, OR.
 NW0080'16.6 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, ON THE
 NW0080'NORTHWEST BANK OF THE OWYHEE RIVER, 159 FEET NORTHWEST OF THE NORTH
 NW0080'CORNER OF THE LOG CABIN AT CRUTCHER CROSSING, IN THE TOP OF AN
 NW0080'OUTCROP, 27 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 19 FEET
 NW0080'NORTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0040 ***********************************************************************
 NW0040  DESIGNATION -  H 108
 NW0040  PID         -  NW0040
 NW0040  STATE/COUNTY-  ID/OWYHEE
 NW0040  USGS QUAD   -  ROSS LAKE (1971)
 NW0040
 NW0040                         *CURRENT SURVEY CONTROL
 NW0040  ___________________________________________________________________
 NW0040* NAD 83(1986)-  42 14 52.     (N)    116 22 27.     (W)     SCALED    
 NW0040* NAVD 88     -      1685.811  (meters)    5530.86   (feet)  ADJUSTED  
 NW0040  ___________________________________________________________________
 NW0040  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 NW0040  DYNAMIC HT  -        1684.652 (meters)    5527.06  (feet)  COMP
 NW0040  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 NW0040
 NW0040  VERT ORDER  -  SECOND    CLASS 0
 NW0040
 NW0040.The horizontal coordinates were scaled from a topographic map and have
 NW0040.an estimated accuracy of +/- 6 seconds.
 NW0040
 NW0040.The orthometric height was determined by differential leveling
 NW0040.and adjusted by the National Geodetic Survey in June 1991..
 NW0040
 NW0040.The geoid height was determined by GEOID03.
 NW0040
 NW0040.The dynamic height is computed by dividing the NAVD 88
 NW0040.geopotential number by the normal gravity value computed on the
 NW0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0040.degrees latitude (g = 980.6199 gals.).
 NW0040
 NW0040.The modeled gravity was interpolated from observed gravity values.
 NW0040
 NW0040;                    North         East    Units  Estimated Accuracy
 NW0040;SPC ID W     -    64,730.      748,490.      MT  (+/- 180 meters Scaled)
 NW0040
 NW0040                          SUPERSEDED SURVEY CONTROL
 NW0040
 NW0040  NGVD 29 (??/??/92) 1684.647  (m)         5527.05   (f) ADJ UNCH    2 0
 NW0040
 NW0040.Superseded values are not recommended for survey control.
 NW0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0040.See file dsdata.txt to determine how the superseded data were derived.
 NW0040
 NW0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG516774(NAD 83)
 NW0040_MARKER: DB = BENCH MARK DISK
 NW0040_SETTING: 66 = SET IN ROCK OUTCROP
 NW0040_SP_SET: LAVA OUTCROP
 NW0040_STAMPING: H 108 1963
 NW0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0040+STABILITY: POSITION/ELEVATION WELL
 NW0040
 NW0040  HISTORY     - Date     Condition        Report By
 NW0040  HISTORY     - 1963     MONUMENTED       CGS
 NW0040
 NW0040                          STATION DESCRIPTION
 NW0040
 NW0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0040'20.9 MI W FROM RIDDLE.
 NW0040'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0040'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0040'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0040'THENCE 4.55 MILES WEST ALONG A DIRT ROAD, 0.15 MILE EAST OF A STOCK
 NW0040'RESERVOIR, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF
 NW0040'A LAVA ROCK OUTCROP PROJECTING 0.5 FOOT ABOVE THE GROUND, 10.3 FEET
 NW0040'EAST OF A WITNESS POST, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0101 ***********************************************************************
 NW0101  DESIGNATION -  H 109
 NW0101  PID         -  NW0101
 NW0101  STATE/COUNTY-  ID/OWYHEE
 NW0101  USGS QUAD   -  PIUTE BASIN WEST (1973)
 NW0101
 NW0101                         *CURRENT SURVEY CONTROL
 NW0101  ___________________________________________________________________
 NW0101* NAD 83(1986)-  42 12 37.     (N)    116 39 36.     (W)     SCALED    
 NW0101* NAVD 88     -      1490.495  (meters)    4890.07   (feet)  ADJUSTED  
 NW0101  ___________________________________________________________________
 NW0101  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 NW0101  DYNAMIC HT  -        1489.518 (meters)    4886.86  (feet)  COMP
 NW0101  MODELED GRAV-     979,913.9   (mgal)                       NAVD 88
 NW0101
 NW0101  VERT ORDER  -  SECOND    CLASS 0
 NW0101
 NW0101.The horizontal coordinates were scaled from a topographic map and have
 NW0101.an estimated accuracy of +/- 6 seconds.
 NW0101
 NW0101.The orthometric height was determined by differential leveling
 NW0101.and adjusted by the National Geodetic Survey in June 1991..
 NW0101
 NW0101.The geoid height was determined by GEOID03.
 NW0101
 NW0101.The dynamic height is computed by dividing the NAVD 88
 NW0101.geopotential number by the normal gravity value computed on the
 NW0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0101.degrees latitude (g = 980.6199 gals.).
 NW0101
 NW0101.The modeled gravity was interpolated from observed gravity values.
 NW0101
 NW0101;                    North         East    Units  Estimated Accuracy
 NW0101;SPC ID W     -    60,780.      724,860.      MT  (+/- 180 meters Scaled)
 NW0101
 NW0101                          SUPERSEDED SURVEY CONTROL
 NW0101
 NW0101  NGVD 29 (??/??/92) 1489.381  (m)         4886.41   (f) ADJ UNCH    2 0
 NW0101
 NW0101.Superseded values are not recommended for survey control.
 NW0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0101.See file dsdata.txt to determine how the superseded data were derived.
 NW0101
 NW0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG280731(NAD 83)
 NW0101_MARKER: DB = BENCH MARK DISK
 NW0101_SETTING: 66 = SET IN ROCK OUTCROP
 NW0101_SP_SET: LAVA OUTCROP
 NW0101_STAMPING: H 109 1963
 NW0101_MARK LOGO: CGS   
 NW0101_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0101+STABILITY: POSITION/ELEVATION WELL
 NW0101
 NW0101  HISTORY     - Date     Condition        Report By
 NW0101  HISTORY     - 1963     MONUMENTED       CGS
 NW0101  HISTORY     - 19980921 GOOD             IDTD
 NW0101
 NW0101                          STATION DESCRIPTION
 NW0101
 NW0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0101'42.5 MI W FROM RIDDLE.
 NW0101'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0101'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0101'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0101'THENCE 7.2 MILES WEST ALONG A DIRT ROAD, THENCE 7.6 MILES SOUTHWEST
 NW0101'ALONG A PIPE LINE ROAD, THENCE 11.35 MILES WEST ALONG A DIRT ROAD, ON
 NW0101'TOP OF A KNOLL, 52 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE
 NW0101'TOP OF LAVA OUTCROP PROJECTING 0.4 FOOT ABOVE THE GROUND, 11.9 FEET
 NW0101'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE
 NW0101'ROAD.
 NW0101
 NW0101                          STATION RECOVERY (1998)
 NW0101
 NW0101'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 NW0101'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0433 ***********************************************************************
 PY0433  DESIGNATION -  H 11
 PY0433  PID         -  PY0433
 PY0433  STATE/COUNTY-  ID/FREMONT
 PY0433  USGS QUAD   -  ISLAND PARK (1964)
 PY0433
 PY0433                         *CURRENT SURVEY CONTROL
 PY0433  ___________________________________________________________________
 PY0433* NAD 83(1986)-  44 25 40.     (N)    111 19 54.     (W)     SCALED    
 PY0433* NAVD 88     -      1917.764  (meters)    6291.86   (feet)  POSTED    
 PY0433  ___________________________________________________________________
 PY0433  GEOID HEIGHT-          -9.44  (meters)                     GEOID03
 PY0433  DYNAMIC HT  -        1916.680 (meters)    6288.31  (feet)  COMP
 PY0433  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 PY0433
 PY0433  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PY0433
 PY0433.The horizontal coordinates were scaled from a topographic map and have
 PY0433.an estimated accuracy of +/- 6 seconds.
 PY0433
 PY0433.The orthometric height was determined by differential leveling
 PY0433.and adjusted by the National Geodetic Survey in 1992..
 PY0433.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PY0433.rate of 2.1 thru 3.0 mm/km.
 PY0433
 PY0433.The geoid height was determined by GEOID03.
 PY0433
 PY0433.The dynamic height is computed by dividing the NAVD 88
 PY0433.geopotential number by the normal gravity value computed on the
 PY0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0433.degrees latitude (g = 980.6199 gals.).
 PY0433
 PY0433.The modeled gravity was interpolated from observed gravity values.
 PY0433
 PY0433;                    North         East    Units  Estimated Accuracy
 PY0433;SPC ID E     -   307,070.      266,490.      MT  (+/- 180 meters Scaled)
 PY0433
 PY0433                          SUPERSEDED SURVEY CONTROL
 PY0433
 PY0433  NGVD 29 (??/??/92) 1916.482  (m)         6287.66   (f) ADJ UNCH    1 2
 PY0433
 PY0433.Superseded values are not recommended for survey control.
 PY0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0433.See file dsdata.txt to determine how the superseded data were derived.
 PY0433
 PY0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ736194(NAD 83)
 PY0433_MARKER: DB = BENCH MARK DISK
 PY0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0433_STAMPING: H 11 1923 6288.029
 PY0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0433+STABILITY: SURFACE MOTION
 PY0433
 PY0433  HISTORY     - Date     Condition        Report By
 PY0433  HISTORY     - 1923     MONUMENTED       CGS
 PY0433  HISTORY     - 1960     GOOD             NGS
 PY0433  HISTORY     - 1967     GOOD             NGS
 PY0433
 PY0433                          STATION DESCRIPTION
 PY0433
 PY0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0433'7.75 MI SW FROM BIG SPRINGS.
 PY0433'7.75 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0433'AT BIG SPRINGS, 7 FEET WEST OF MILEPOST 83, 43 FEET EAST OF THE EAST
 PY0433'RAIL, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 PY0433'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 PY0433
 PY0433                          STATION RECOVERY (1967)
 PY0433
 PY0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0359 ***********************************************************************
 PZ0359  DESIGNATION -  H 11
 PZ0359  PID         -  PZ0359
 PZ0359  STATE/COUNTY-  ID/BUTTE
 PZ0359  USGS QUAD   -  MULKEY BAR (1987)
 PZ0359
 PZ0359                         *CURRENT SURVEY CONTROL
 PZ0359  ___________________________________________________________________
 PZ0359* NAD 83(1986)-  44 08 38.     (N)    113 15 36.     (W)     SCALED    
 PZ0359* NAVD 88     -      1804.995  (meters)    5921.89   (feet)  ADJUSTED  
 PZ0359  ___________________________________________________________________
 PZ0359  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 PZ0359  DYNAMIC HT  -        1803.958 (meters)    5918.49  (feet)  COMP
 PZ0359  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 PZ0359
 PZ0359  VERT ORDER  -  SECOND    CLASS 0
 PZ0359
 PZ0359.The horizontal coordinates were scaled from a topographic map and have
 PZ0359.an estimated accuracy of +/- 6 seconds.
 PZ0359
 PZ0359.The orthometric height was determined by differential leveling
 PZ0359.and adjusted by the National Geodetic Survey in June 1991..
 PZ0359
 PZ0359.The geoid height was determined by GEOID03.
 PZ0359
 PZ0359.The dynamic height is computed by dividing the NAVD 88
 PZ0359.geopotential number by the normal gravity value computed on the
 PZ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0359.degrees latitude (g = 980.6199 gals.).
 PZ0359
 PZ0359.The modeled gravity was interpolated from observed gravity values.
 PZ0359
 PZ0359;                    North         East    Units  Estimated Accuracy
 PZ0359;SPC ID C     -   275,450.      559,210.      MT  (+/- 180 meters Scaled)
 PZ0359
 PZ0359                          SUPERSEDED SURVEY CONTROL
 PZ0359
 PZ0359  NGVD 29 (??/??/92) 1803.768  (m)         5917.86   (f) ADJ UNCH    2 0
 PZ0359
 PZ0359.Superseded values are not recommended for survey control.
 PZ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0359.See file dsdata.txt to determine how the superseded data were derived.
 PZ0359
 PZ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP192903(NAD 83)
 PZ0359_MARKER: DD = SURVEY DISK
 PZ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0359_STAMPING: H 11 1932
 PZ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0359+STABILITY: SURFACE MOTION
 PZ0359
 PZ0359  HISTORY     - Date     Condition        Report By
 PZ0359  HISTORY     - 1932     MONUMENTED       USGS
 PZ0359  HISTORY     - 1948     GOOD             NGS
 PZ0359
 PZ0359                          STATION DESCRIPTION
 PZ0359
 PZ0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0359'0.5 MI W FROM CLYDE.
 PZ0359'0.2 MILE NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT CLYDE,
 PZ0359'THENCE 0.3 MILE SOUTHWEST ALONG THE OLD PASS CREEK ROAD, 48.0 FEET
 PZ0359'SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD WOODEN BRIDGE OVER WET
 PZ0359'CREEK, 28.0 FEET NORTHEAST OF THE CENTER LINE OF THE OLD PASS CREEK
 PZ0359'ROAD, 3.0 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 PZ0359'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0189 ***********************************************************************
 OH0189  DESIGNATION -  H 11
 OH0189  PID         -  OH0189
 OH0189  STATE/COUNTY-  ID/GEM
 OH0189  USGS QUAD   -  MONTOUR (1985)
 OH0189
 OH0189                         *CURRENT SURVEY CONTROL
 OH0189  ___________________________________________________________________
 OH0189* NAD 83(1986)-  43 55 08.     (N)    116 19 39.     (W)     SCALED    
 OH0189* NAVD 88     -       771.745  (meters)    2531.97   (feet)  ADJUSTED  
 OH0189  ___________________________________________________________________
 OH0189  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 OH0189  DYNAMIC HT  -         771.473 (meters)    2531.07  (feet)  COMP
 OH0189  MODELED GRAV-     980,242.1   (mgal)                       NAVD 88
 OH0189
 OH0189  VERT ORDER  -  SECOND    CLASS 0
 OH0189
 OH0189.The horizontal coordinates were scaled from a topographic map and have
 OH0189.an estimated accuracy of +/- 6 seconds.
 OH0189
 OH0189.The orthometric height was determined by differential leveling
 OH0189.and adjusted by the National Geodetic Survey in June 1991..
 OH0189
 OH0189.The geoid height was determined by GEOID03.
 OH0189
 OH0189.The dynamic height is computed by dividing the NAVD 88
 OH0189.geopotential number by the normal gravity value computed on the
 OH0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0189.degrees latitude (g = 980.6199 gals.).
 OH0189
 OH0189.The modeled gravity was interpolated from observed gravity values.
 OH0189
 OH0189;                    North         East    Units  Estimated Accuracy
 OH0189;SPC ID W     -   250,340.      753,620.      MT  (+/- 180 meters Scaled)
 OH0189
 OH0189                          SUPERSEDED SURVEY CONTROL
 OH0189
 OH0189  NGVD 29 (??/??/92)  770.766  (m)         2528.75   (f) ADJ UNCH    2 0
 OH0189
 OH0189.Superseded values are not recommended for survey control.
 OH0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0189.See file dsdata.txt to determine how the superseded data were derived.
 OH0189
 OH0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ539630(NAD 83)
 OH0189_MARKER: DD = SURVEY DISK
 OH0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0189_STAMPING: H 11 1933
 OH0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0189+STABILITY: SURFACE MOTION
 OH0189
 OH0189  HISTORY     - Date     Condition        Report By
 OH0189  HISTORY     - 1933     MONUMENTED       USGS
 OH0189
 OH0189                          STATION DESCRIPTION
 OH0189
 OH0189'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 OH0189'IN MONTOUR.
 OH0189'AT MONTOUR, GEM COUNTY 400 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 OH0189'HIGH SCHOOL, 20 FEET SOUTH OF A POINT 100 FEET EAST OF THE CENTER OF
 OH0189'THE JUNCTION OF A SIDE ROAD LEADING NORTH, 20 FEET SOUTH OF THE
 OH0189'CENTERLINE OF THE HIGHWAY, 14 FEET EAST OF A PASTURE GATE, AND AT THE
 OH0189'RIGHT-OF-WAY FENCE.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 OH0189'H 11 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0009 ***********************************************************************
 NU0009  DESIGNATION -  H 115
 NU0009  PID         -  NU0009
 NU0009  STATE/COUNTY-  ID/BANNOCK
 NU0009  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0009
 NU0009                         *CURRENT SURVEY CONTROL
 NU0009  ___________________________________________________________________
 NU0009* NAD 83(1986)-  42 48 55.     (N)    112 23 31.     (W)     SCALED    
 NU0009* NAVD 88     -      1362.377  (meters)    4469.73   (feet)  ADJUSTED  
 NU0009  ___________________________________________________________________
 NU0009  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 NU0009  DYNAMIC HT  -        1361.584 (meters)    4467.13  (feet)  COMP
 NU0009  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 NU0009
 NU0009  VERT ORDER  -  FIRST     CLASS I
 NU0009
 NU0009.The horizontal coordinates were scaled from a topographic map and have
 NU0009.an estimated accuracy of +/- 6 seconds.
 NU0009
 NU0009.The orthometric height was determined by differential leveling
 NU0009.and adjusted by the National Geodetic Survey in June 1991..
 NU0009
 NU0009.The geoid height was determined by GEOID03.
 NU0009
 NU0009.The dynamic height is computed by dividing the NAVD 88
 NU0009.geopotential number by the normal gravity value computed on the
 NU0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0009.degrees latitude (g = 980.6199 gals.).
 NU0009
 NU0009.The modeled gravity was interpolated from observed gravity values.
 NU0009
 NU0009;                    North         East    Units  Estimated Accuracy
 NU0009;SPC ID E     -   127,600.      181,580.      MT  (+/- 180 meters Scaled)
 NU0009
 NU0009                          SUPERSEDED SURVEY CONTROL
 NU0009
 NU0009  NGVD 29 (??/??/92) 1361.321  (m)         4466.27   (f) ADJ UNCH    1 1
 NU0009
 NU0009.Superseded values are not recommended for survey control.
 NU0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0009.See file dsdata.txt to determine how the superseded data were derived.
 NU0009
 NU0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN862412(NAD 83)
 NU0009_MARKER: DB = BENCH MARK DISK
 NU0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0009_STAMPING: H 115 1958
 NU0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0009+STABILITY: SURFACE MOTION
 NU0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0009+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2002
 NU0009
 NU0009  HISTORY     - Date     Condition        Report By
 NU0009  HISTORY     - 1958     MONUMENTED       CGS
 NU0009  HISTORY     - 1967     GOOD             NGS
 NU0009  HISTORY     - 20020703 GOOD             INDIV
 NU0009
 NU0009                          STATION DESCRIPTION
 NU0009
 NU0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0009'4.2 MI SE FROM POCATELLO.
 NU0009'4.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0009'AT POCATELLO, 4 POLES SOUTHEAST OF MILEPOLE 210, AT A LONG FILL, 38.4
 NU0009'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 98 1/2
 NU0009'FEET SOUTHEAST OF A FENCE CORNER POST AT THE Y JUNCTION OF FENCES, 8.2
 NU0009'FEET NORTHEAST OF A FENCE, 6 FEET SOUTHEAST OF A TELEGRAPH POLE, 2.6
 NU0009'FEET SOUTHWEST OF A WITNESS POST, 12 FEET LOWER THAN THE TRACK, AND
 NU0009'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 NU0009'GROUND.
 NU0009
 NU0009                          STATION RECOVERY (1967)
 NU0009
 NU0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0009'RECOVERED IN GOOD CONDITION.
 NU0009
 NU0009                          STATION RECOVERY (2002)
 NU0009
 NU0009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MN)
 NU0009'COORDINATES OBSERVED BY GLOBAL POSITIONING SYSTEM (GPS) AT THIS
 NU0009'LOCATION ARE N 42 48.921 W 112 23.514
 NU0009' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0051 ***********************************************************************
 SV0051  DESIGNATION -  H 116
 SV0051  PID         -  SV0051
 SV0051  STATE/COUNTY-  ID/SHOSHONE
 SV0051  USGS QUAD   -  SPYGLASS PEAK (1996)
 SV0051
 SV0051                         *CURRENT SURVEY CONTROL
 SV0051  ___________________________________________________________________
 SV0051* NAD 83(1986)-  47 52 26.     (N)    116 13 02.     (W)     SCALED    
 SV0051* NAVD 88     -       889.938  (meters)    2919.74   (feet)  ADJUSTED  
 SV0051  ___________________________________________________________________
 SV0051  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 SV0051  DYNAMIC HT  -         889.935 (meters)    2919.73  (feet)  COMP
 SV0051  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 SV0051
 SV0051  VERT ORDER  -  SECOND    CLASS 0
 SV0051
 SV0051.The horizontal coordinates were scaled from a topographic map and have
 SV0051.an estimated accuracy of +/- 6 seconds.
 SV0051
 SV0051.The orthometric height was determined by differential leveling
 SV0051.and adjusted by the National Geodetic Survey in June 1991..
 SV0051
 SV0051.The geoid height was determined by GEOID03.
 SV0051
 SV0051.The dynamic height is computed by dividing the NAVD 88
 SV0051.geopotential number by the normal gravity value computed on the
 SV0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0051.degrees latitude (g = 980.6199 gals.).
 SV0051
 SV0051.The modeled gravity was interpolated from observed gravity values.
 SV0051
 SV0051;                    North         East    Units  Estimated Accuracy
 SV0051;SPC ID W     -   689,850.      765,050.      MT  (+/- 180 meters Scaled)
 SV0051
 SV0051                          SUPERSEDED SURVEY CONTROL
 SV0051
 SV0051  NGVD 29 (??/??/92)  888.775  (m)         2915.92   (f) ADJ UNCH    2 0
 SV0051
 SV0051.Superseded values are not recommended for survey control.
 SV0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0051.See file dsdata.txt to determine how the superseded data were derived.
 SV0051
 SV0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP585025(NAD 83)
 SV0051_MARKER: DB = BENCH MARK DISK
 SV0051_SETTING: 66 = SET IN ROCK OUTCROP
 SV0051_SP_SET: SHALE OUTCROP
 SV0051_STAMPING: H 116 1958
 SV0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0051+STABILITY: POSITION/ELEVATION WELL
 SV0051
 SV0051  HISTORY     - Date     Condition        Report By
 SV0051  HISTORY     - 1958     MONUMENTED       CGS
 SV0051  HISTORY     - 1966     MARK NOT FOUND   USGS
 SV0051  HISTORY     - 1983     GOOD             NGS
 SV0051
 SV0051                          STATION DESCRIPTION
 SV0051
 SV0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0051'3.5 MI NE FROM MAGEE RANGER STATION.
 SV0051'3.5 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0051'0.23 MILE SOUTHWEST OF THE JUNCTION OF TRAIL NO. 464 LEADING TO FEARN
 SV0051'CREEK RIDGE, ON THE INSIDE OF A CURVE, IN TOP OF A LEDGE OF A MASSIVE
 SV0051'SHALE OUTCROP, 25 1/2 FEET NORTHWEST AND ACROSS THE ROAD FROM A
 SV0051'TELEPHONE POLE, 12 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 18
 SV0051'FEET SOUTHWEST OF AN UNDERMINED PORTION OF THE OUTCROP, AND 5 1/2 FEET
 SV0051'HIGHER THAN THE ROAD.
 SV0051
 SV0051                          STATION RECOVERY (1966)
 SV0051
 SV0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SV0051'MARK NOT FOUND.
 SV0051
 SV0051                          STATION RECOVERY (1983)
 SV0051
 SV0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0533 ***********************************************************************
 OY0533  DESIGNATION -  H 117
 OY0533  PID         -  OY0533
 OY0533  STATE/COUNTY-  ID/BUTTE
 OY0533  USGS QUAD   -  NICHOLS RESERVOIR (1972)
 OY0533
 OY0533                         *CURRENT SURVEY CONTROL
 OY0533  ___________________________________________________________________
 OY0533* NAD 83(1986)-  43 35 02.     (N)    113 29 44.     (W)     SCALED    
 OY0533* NAVD 88     -      1694.708  (meters)    5560.05   (feet)  ADJUSTED  
 OY0533  ___________________________________________________________________
 OY0533  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 OY0533  DYNAMIC HT  -        1693.730 (meters)    5556.85  (feet)  COMP
 OY0533  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 OY0533
 OY0533  VERT ORDER  -  SECOND    CLASS 0
 OY0533
 OY0533.The horizontal coordinates were scaled from a topographic map and have
 OY0533.an estimated accuracy of +/- 6 seconds.
 OY0533
 OY0533.The orthometric height was determined by differential leveling
 OY0533.and adjusted by the National Geodetic Survey in June 1991..
 OY0533
 OY0533.The geoid height was determined by GEOID03.
 OY0533
 OY0533.The dynamic height is computed by dividing the NAVD 88
 OY0533.geopotential number by the normal gravity value computed on the
 OY0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0533.degrees latitude (g = 980.6199 gals.).
 OY0533
 OY0533.The modeled gravity was interpolated from observed gravity values.
 OY0533
 OY0533;                    North         East    Units  Estimated Accuracy
 OY0533;SPC ID C     -   213,090.      540,740.      MT  (+/- 180 meters Scaled)
 OY0533
 OY0533                          SUPERSEDED SURVEY CONTROL
 OY0533
 OY0533  NGVD 29 (??/??/92) 1693.582  (m)         5556.36   (f) ADJ UNCH    2 0
 OY0533
 OY0533.Superseded values are not recommended for survey control.
 OY0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0533.See file dsdata.txt to determine how the superseded data were derived.
 OY0533
 OY0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP985286(NAD 83)
 OY0533_MARKER: DB = BENCH MARK DISK
 OY0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0533_STAMPING: H 117 1958
 OY0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0533+STABILITY: SURFACE MOTION
 OY0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0533+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 OY0533
 OY0533  HISTORY     - Date     Condition        Report By
 OY0533  HISTORY     - 1958     MONUMENTED       CGS
 OY0533  HISTORY     - 20021028 GOOD             IDTD
 OY0533
 OY0533                          STATION DESCRIPTION
 OY0533
 OY0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0533'11.45 MI SW FROM ARCO.
 OY0533'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0533'THENCE 6.45 MILES SOUTHWEST ALONG A DIRT ROAD, AT THE NORTHEAST END OF
 OY0533'A CURVE, AT THE T JUNCTION OF A FENCE LINE NORTH, 71 1/2 FEET
 OY0533'NORTHWEST OF THE CENTER LINE OF THE ROAD, 115 FEET NOTHEAST OF THE
 OY0533'CENTER OF THE NORTHWEST END OF A 36-INCH PIPE CULVERT, 6 FEET EAST OF
 OY0533'A T FENCE POST, 1.1 FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A WITNESS
 OY0533'POST, ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 OY0533'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OY0533
 OY0533                          STATION RECOVERY (2002)
 OY0533
 OY0533'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OY0533'FROM THE JUNCTION OF US-20-26 AND US-93 IN ARCO, PROCEED SOUTHWESTERLY
 OY0533'ON US-20-26 FOR 8.324 KM TO MILEPOST 243.38.  PROCEED WEST AND
 OY0533'SOUTHWEST ON A COUNTY, DIRT ROAD FOR 10.194 KM AND THE MARK ON THE
 OY0533'RIGHT.  THE POST IS LEANING SLIGHTLY.  NAD 83 (1999) RTK DERIVED
 OY0533'POSITION =  43-35-02.06836 N   113-29-44.58999 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0601 ***********************************************************************
 OY0601  DESIGNATION -  H 118
 OY0601  PID         -  OY0601
 OY0601  STATE/COUNTY-  ID/BLAINE
 OY0601  USGS QUAD   -  ANTELOPE LAKE (1972)
 OY0601
 OY0601                         *CURRENT SURVEY CONTROL
 OY0601  ___________________________________________________________________
 OY0601* NAD 83(1986)-  43 12 05.     (N)    113 13 34.     (W)     SCALED    
 OY0601* NAVD 88     -      1550.619  (meters)    5087.32   (feet)  ADJUSTED  
 OY0601  ___________________________________________________________________
 OY0601  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 OY0601  DYNAMIC HT  -        1549.747 (meters)    5084.46  (feet)  COMP
 OY0601  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 OY0601
 OY0601  VERT ORDER  -  SECOND    CLASS 0
 OY0601
 OY0601.The horizontal coordinates were scaled from a topographic map and have
 OY0601.an estimated accuracy of +/- 6 seconds.
 OY0601
 OY0601.The orthometric height was determined by differential leveling
 OY0601.and adjusted by the National Geodetic Survey in June 1991..
 OY0601
 OY0601.The geoid height was determined by GEOID03.
 OY0601
 OY0601.The dynamic height is computed by dividing the NAVD 88
 OY0601.geopotential number by the normal gravity value computed on the
 OY0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0601.degrees latitude (g = 980.6199 gals.).
 OY0601
 OY0601.The modeled gravity was interpolated from observed gravity values.
 OY0601
 OY0601;                    North         East    Units  Estimated Accuracy
 OY0601;SPC ID C     -   170,760.      562,890.      MT  (+/- 180 meters Scaled)
 OY0601
 OY0601                          SUPERSEDED SURVEY CONTROL
 OY0601
 OY0601  NGVD 29 (??/??/92) 1549.562  (m)         5083.85   (f) ADJ UNCH    2 0
 OY0601
 OY0601.Superseded values are not recommended for survey control.
 OY0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0601.See file dsdata.txt to determine how the superseded data were derived.
 OY0601
 OY0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN191855(NAD 83)
 OY0601_MARKER: DB = BENCH MARK DISK
 OY0601_SETTING: 66 = SET IN ROCK OUTCROP
 OY0601_SP_SET: ROCK OUTCROP
 OY0601_STAMPING: H 118 1958
 OY0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0601+STABILITY: POSITION/ELEVATION WELL
 OY0601
 OY0601  HISTORY     - Date     Condition        Report By
 OY0601  HISTORY     - 1958     MONUMENTED       CGS
 OY0601
 OY0601                          STATION DESCRIPTION
 OY0601
 OY0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0601'33.15 MI S FROM ARCO.
 OY0601'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0601'THENCE 31.25 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, AT
 OY0601'THE SOUTHWEST END OF A CURVE, ON A SMALL ROCKY KNOLL, IN TOP OF AN
 OY0601'EMBEDDED LAVA OUTCROP WHICH PROJECTS 0.4 FOOT HIGHER THAN THE GROUND,
 OY0601'52 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 240 FEET
 OY0601'SOUTHWEST OF THE APPROXIMATE CENTER OF THE CURVE, AND ABOUT 2 FEET
 OY0601'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0523 ***********************************************************************
 OY0523  DESIGNATION -  H 119
 OY0523  PID         -  OY0523
 OY0523  STATE/COUNTY-  ID/BUTTE
 OY0523  USGS QUAD   -  ARCO SOUTH (1972)
 OY0523
 OY0523                         *CURRENT SURVEY CONTROL
 OY0523  ___________________________________________________________________
 OY0523* NAD 83(1986)-  43 36 31.     (N)    113 19 24.     (W)     SCALED    
 OY0523* NAVD 88     -      1623.348  (meters)    5325.93   (feet)  ADJUSTED  
 OY0523  ___________________________________________________________________
 OY0523  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 OY0523  DYNAMIC HT  -        1622.419 (meters)    5322.89  (feet)  COMP
 OY0523  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 OY0523
 OY0523  VERT ORDER  -  SECOND    CLASS 0
 OY0523
 OY0523.The horizontal coordinates were scaled from a topographic map and have
 OY0523.an estimated accuracy of +/- 6 seconds.
 OY0523
 OY0523.The orthometric height was determined by differential leveling
 OY0523.and adjusted by the National Geodetic Survey in June 1991..
 OY0523
 OY0523.The geoid height was determined by GEOID03.
 OY0523
 OY0523.The dynamic height is computed by dividing the NAVD 88
 OY0523.geopotential number by the normal gravity value computed on the
 OY0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0523.degrees latitude (g = 980.6199 gals.).
 OY0523
 OY0523.The modeled gravity was interpolated from observed gravity values.
 OY0523
 OY0523;                    North         East    Units  Estimated Accuracy
 OY0523;SPC ID C     -   215,930.      554,630.      MT  (+/- 180 meters Scaled)
 OY0523
 OY0523                          SUPERSEDED SURVEY CONTROL
 OY0523
 OY0523  NGVD 29 (??/??/92) 1622.228  (m)         5322.26   (f) ADJ UNCH    2 0
 OY0523
 OY0523.Superseded values are not recommended for survey control.
 OY0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0523.See file dsdata.txt to determine how the superseded data were derived.
 OY0523
 OY0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP125310(NAD 83)
 OY0523_MARKER: DB = BENCH MARK DISK
 OY0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0523_STAMPING: H 119 1958
 OY0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0523+STABILITY: SURFACE MOTION
 OY0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0523+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 OY0523
 OY0523  HISTORY     - Date     Condition        Report By
 OY0523  HISTORY     - 1958     MONUMENTED       CGS
 OY0523  HISTORY     - 20011126 GOOD             IDTD
 OY0523  HISTORY     - 20020828 GOOD             IDTD
 OY0523
 OY0523                          STATION DESCRIPTION
 OY0523
 OY0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0523'2.3 MI SW FROM ARCO.
 OY0523'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0523'65 1/2 FEET SOUTH OF THE CENTER OF THE T JUNCTION OF THE ENTRANCE ROAD
 OY0523'LEADING SOUTHEAST TO THE ARCO MUNICIPAL AIRPORT, 51 1/2 FEET SOUTHEAST
 OY0523'OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTHWEST OF THE CENTER
 OY0523'LINE OF THE ENTRANCE ROAD, 15 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 OY0523'GATE OPENING, 1.2 FEET NORTHEAST OF A WITNESS POST, 0.8 FOOT NORTHWEST
 OY0523'OF A FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 OY0523'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0523
 OY0523                          STATION RECOVERY (2001)
 OY0523
 OY0523'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JK)
 OY0523'THE MARK IS RIGHT (SOUTHEAST) OF US-20-26 MILEPOST 246.062.  IT IS
 OY0523'15.7 METERS SOUTHEAST OF THE HIGHWAY CENTERLINE AND 0.5 METERS
 OY0523'SOUTHEAST OF THE RIGHT OF WAY FENCE.
 OY0523
 OY0523                          STATION RECOVERY (2002)
 OY0523
 OY0523'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OY0523'FROM THE JUNCTION OF US-20-26 AND US-93 IN ARCO, PROCEED SOUTHWESTERLY
 OY0523'ON US-20-26 FOR 4.012 KM TO MILEPOST 246.062.  AND THE MARK ON THE
 OY0523'LEFT.  NAD 83(1999) RTK DERIVED POSITION =  43-36-30.40412 N
 OY0523'113-19-23.90913 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0428 ***********************************************************************
 OX0428  DESIGNATION -  H 12
 OX0428  PID         -  OX0428
 OX0428  STATE/COUNTY-  ID/MADISON
 OX0428  USGS QUAD   -  REXBURG (1979)
 OX0428
 OX0428                         *CURRENT SURVEY CONTROL
 OX0428  ___________________________________________________________________
 OX0428* NAD 83(1986)-  43 52 22.     (N)    111 45 09.     (W)     SCALED    
 OX0428* NAVD 88     -      1492.380  (meters)    4896.25   (feet)  ADJUSTED  
 OX0428  ___________________________________________________________________
 OX0428  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 OX0428  DYNAMIC HT  -        1491.608 (meters)    4893.72  (feet)  COMP
 OX0428  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 OX0428
 OX0428  VERT ORDER  -  FIRST     CLASS II
 OX0428
 OX0428.The horizontal coordinates were scaled from a topographic map and have
 OX0428.an estimated accuracy of +/- 6 seconds.
 OX0428
 OX0428.The orthometric height was determined by differential leveling
 OX0428.and adjusted by the National Geodetic Survey in June 1991..
 OX0428
 OX0428.The geoid height was determined by GEOID03.
 OX0428
 OX0428.The dynamic height is computed by dividing the NAVD 88
 OX0428.geopotential number by the normal gravity value computed on the
 OX0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0428.degrees latitude (g = 980.6199 gals.).
 OX0428
 OX0428.The modeled gravity was interpolated from observed gravity values.
 OX0428
 OX0428;                    North         East    Units  Estimated Accuracy
 OX0428;SPC ID E     -   245,140.      233,290.      MT  (+/- 180 meters Scaled)
 OX0428
 OX0428                          SUPERSEDED SURVEY CONTROL
 OX0428
 OX0428  NGVD 29 (08/20/92) 1491.302  (m)         4892.71   (f) ADJUSTED    1 2
 OX0428
 OX0428.Superseded values are not recommended for survey control.
 OX0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0428.See file dsdata.txt to determine how the superseded data were derived.
 OX0428
 OX0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP395580(NAD 83)
 OX0428_MARKER: DB = BENCH MARK DISK
 OX0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0428_SP_SET: FOUNDATION
 OX0428_STAMPING: H 12 1923 4891.286
 OX0428_MARK LOGO: CGS   
 OX0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OX0428+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2002
 OX0428
 OX0428  HISTORY     - Date     Condition        Report By
 OX0428  HISTORY     - 1923     MONUMENTED       CGS
 OX0428  HISTORY     - 1960     GOOD             NGS
 OX0428  HISTORY     - 1983     GOOD             NGS
 OX0428  HISTORY     - 20021230 GOOD             IDTD
 OX0428
 OX0428                          STATION DESCRIPTION
 OX0428
 OX0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OX0428'3.75 MI NE FROM REXBURG.
 OX0428'3.75 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0428'AT REXBURG, AT SUGAR CITY, AT RAILROAD MILEAGE 29.80, SET VERTICALLY
 OX0428'IN THE WEST FACE AND 3.3 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 OX0428'CONCRETE FOUNDATION OF THE BRICK WAREHOUSE OF THE A.W. HENDRICKS
 OX0428'POTATO WAREHOUSE, 167.0 FEET EAST OF THE NORTHEAST CORNER OF THE UNION
 OX0428'PACIFIC RAILROAD STATION, 210.5 FEET EAST OF THE EAST RAIL OF THE MAIN
 OX0428'TRACK, 56 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD, 6.0 FEET
 OX0428'EAST OF THE EAST RAIL OF A SIDE TRACK, 0.4 FOOT ABOVE THE GROUND, AND
 OX0428'ABOUT LEVEL WITH THE TRACK.
 OX0428
 OX0428                          STATION RECOVERY (1983)
 OX0428
 OX0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0428'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OX0428'THE FOLLOWING EXCEPTION, CHANGE 3.3 FEET SOUTH OF THE NORTHWEST
 OX0428'CORNER TO 0.1 METER (0.3 FT) SOUTH OF THE NORTHWEST CORNER.
 OX0428
 OX0428                          STATION RECOVERY (2002)
 OX0428
 OX0428'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JAK)
 OX0428'FROM EXIT 338 AT MILEPOST 338 ON US-20, PROCEED EAST FOR 0.388 KM TO
 OX0428'THE MARK ON THE RIGHT.  22 METERS SOUTH OF THE CENTERLINE OF THE
 OX0428'EAST-WEST ROAD, AND 46 METERS EAST OF THE EASTERLY RAIL OF THE
 OX0428'RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0191 ***********************************************************************
 OH0191  DESIGNATION -  H 12
 OH0191  PID         -  OH0191
 OH0191  STATE/COUNTY-  ID/GEM
 OH0191  USGS QUAD   -  MONTOUR (1985)
 OH0191
 OH0191                         *CURRENT SURVEY CONTROL
 OH0191  ___________________________________________________________________
 OH0191* NAD 83(1986)-  43 54 55.     (N)    116 17 55.     (W)     SCALED    
 OH0191* NAVD 88     -       812.124  (meters)    2664.44   (feet)  ADJUSTED  
 OH0191  ___________________________________________________________________
 OH0191  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 OH0191  DYNAMIC HT  -         811.828 (meters)    2663.47  (feet)  COMP
 OH0191  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 OH0191
 OH0191  VERT ORDER  -  SECOND    CLASS 0
 OH0191
 OH0191.The horizontal coordinates were scaled from a topographic map and have
 OH0191.an estimated accuracy of +/- 6 seconds.
 OH0191
 OH0191.The orthometric height was determined by differential leveling
 OH0191.and adjusted by the National Geodetic Survey in June 1991..
 OH0191
 OH0191.The geoid height was determined by GEOID03.
 OH0191
 OH0191.The dynamic height is computed by dividing the NAVD 88
 OH0191.geopotential number by the normal gravity value computed on the
 OH0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0191.degrees latitude (g = 980.6199 gals.).
 OH0191
 OH0191.The modeled gravity was interpolated from observed gravity values.
 OH0191
 OH0191;                    North         East    Units  Estimated Accuracy
 OH0191;SPC ID W     -   249,930.      755,940.      MT  (+/- 180 meters Scaled)
 OH0191
 OH0191                          SUPERSEDED SURVEY CONTROL
 OH0191
 OH0191  NGVD 29 (??/??/92)  811.134  (m)         2661.20   (f) ADJ UNCH    2 0
 OH0191
 OH0191.Superseded values are not recommended for survey control.
 OH0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0191.See file dsdata.txt to determine how the superseded data were derived.
 OH0191
 OH0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ563627(NAD 83)
 OH0191_MARKER: DD = SURVEY DISK
 OH0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0191_STAMPING: H 12 1933
 OH0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0191+STABILITY: SURFACE MOTION
 OH0191
 OH0191  HISTORY     - Date     Condition        Report By
 OH0191  HISTORY     - 1933     MONUMENTED       USGS
 OH0191
 OH0191                          STATION DESCRIPTION
 OH0191
 OH0191'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 OH0191'1.7 MI E FROM MONTOUR.
 OH0191'1.7 MILES EAST ALONG STATE HIGHWAY 16 FROM THE HIGH SCHOOL AT MONTOUR,
 OH0191'GEM COUNTY, 0.1 MILE WEST OF A ROAD CROSSING, 37 FEET WEST OF THE
 OH0191'CENTERLINE OF A ROAD LEADING SOUTH, 23 FEET SOUTH OF THE CENTERLINE OF
 OH0191'THE HIGHWAY, 11.5 FEET WEST OF A POWER-TRANSMISSION LINE POLE, AND 4
 OH0191'FEET WEST OF A FENCE CORNER.  A U. S. GEOLOGICAL SURVEY STANDARD DISK,
 OH0191'STAMPED H 12 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1340 ***********************************************************************
 OY1340  DESIGNATION -  H 120 RESET
 OY1340  PID         -  OY1340
 OY1340  STATE/COUNTY-  ID/BLAINE
 OY1340  USGS QUAD   -  PADDELFORD FLAT (1979)
 OY1340
 OY1340                         *CURRENT SURVEY CONTROL
 OY1340  ___________________________________________________________________
 OY1340* NAD 83(1986)-  43 22 11.     (N)    113 45 22.     (W)     SCALED    
 OY1340* NAVD 88     -      1550.83   (meters)    5088.0    (feet)  RESET     
 OY1340  ___________________________________________________________________
 OY1340  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 OY1340
 OY1340  VERT ORDER  -  THIRD
 OY1340
 OY1340.The horizontal coordinates were scaled from a topographic map and have
 OY1340.an estimated accuracy of +/- 6 seconds.
 OY1340
 OY1340.The orthometric height was computed from unverified reset data.
 OY1340.No vertical observational check was made to the station.
 OY1340
 OY1340.The geoid height was determined by GEOID03.
 OY1340
 OY1340;                    North         East    Units  Estimated Accuracy
 OY1340;SPC ID C     -   189,200.      519,770.      MT  (+/- 180 meters Scaled)
 OY1340
 OY1340                          SUPERSEDED SURVEY CONTROL
 OY1340
 OY1340  NGVD 29 (03/27/06) 1549.77   (m)         5084.5    (f) RESET       3  
 OY1340
 OY1340.Superseded values are not recommended for survey control.
 OY1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1340.See file dsdata.txt to determine how the superseded data were derived.
 OY1340
 OY1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP767055(NAD 83)
 OY1340_MARKER: DV = VERTICAL CONTROL DISK
 OY1340_SETTING: 66 = SET IN ROCK OUTCROP
 OY1340_SP_SET: ROCK OUTCROP
 OY1340_STAMPING: H 120 RESET 1978
 OY1340_MARK LOGO: NGS   
 OY1340_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1340+STABILITY: POSITION/ELEVATION WELL
 OY1340
 OY1340  HISTORY     - Date     Condition        Report By
 OY1340  HISTORY     - 1978     MONUMENTED       NGS
 OY1340
 OY1340                          STATION DESCRIPTION
 OY1340
 OY1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 OY1340'FROM THE CAREY POST OFFICE BY GOING NORTHEAST ON US HIGHWAYS 20, 26,
 OY1340'AND 93 FOR 11.1 MILES (17.9 KM) TO THE MILEPOST NO 216, CONTINUE EAST
 OY1340'ON THE HIGHWAY FOR 0.2 MILE (0.3 KM) TO THE MARK ON THE RIGHT, 150
 OY1340'FEET (45.7 M) EAST OF A SHORT PULL OUT ROAD, 65 FEET (19.8 M)
 OY1340'SOUTHEAST OF THE CENTER OF THE HIGHWAY, AND 1.0 FOOT (0.3 M) NORTHWEST
 OY1340'OF A ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0623 ***********************************************************************
 OY0623  DESIGNATION -  H 121
 OY0623  PID         -  OY0623
 OY0623  STATE/COUNTY-  ID/POWER
 OY0623  USGS QUAD   -  MOSBY WELL (1972)
 OY0623
 OY0623                         *CURRENT SURVEY CONTROL
 OY0623  ___________________________________________________________________
 OY0623* NAD 83(1986)-  43 03 27.     (N)    113 01 51.     (W)     SCALED    
 OY0623* NAVD 88     -      1508.465  (meters)    4949.02   (feet)  ADJUSTED  
 OY0623  ___________________________________________________________________
 OY0623  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 OY0623  DYNAMIC HT  -        1507.588 (meters)    4946.15  (feet)  COMP
 OY0623  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 OY0623
 OY0623  VERT ORDER  -  SECOND    CLASS 0
 OY0623
 OY0623.The horizontal coordinates were scaled from a topographic map and have
 OY0623.an estimated accuracy of +/- 6 seconds.
 OY0623
 OY0623.The orthometric height was determined by differential leveling
 OY0623.and adjusted by the National Geodetic Survey in June 1991..
 OY0623
 OY0623.The geoid height was determined by GEOID03.
 OY0623
 OY0623.The dynamic height is computed by dividing the NAVD 88
 OY0623.geopotential number by the normal gravity value computed on the
 OY0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0623.degrees latitude (g = 980.6199 gals.).
 OY0623
 OY0623.The modeled gravity was interpolated from observed gravity values.
 OY0623
 OY0623;                    North         East    Units  Estimated Accuracy
 OY0623;SPC ID E     -   154,850.      129,600.      MT  (+/- 180 meters Scaled)
 OY0623
 OY0623                          SUPERSEDED SURVEY CONTROL
 OY0623
 OY0623  NGVD 29 (??/??/92) 1507.393  (m)         4945.51   (f) ADJ UNCH    2 0
 OY0623
 OY0623.Superseded values are not recommended for survey control.
 OY0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0623.See file dsdata.txt to determine how the superseded data were derived.
 OY0623
 OY0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN346692(NAD 83)
 OY0623_MARKER: DB = BENCH MARK DISK
 OY0623_SETTING: 66 = SET IN ROCK OUTCROP
 OY0623_SP_SET: ROCK OUTCROP
 OY0623_STAMPING: H 121 1958
 OY0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0623+STABILITY: POSITION/ELEVATION WELL
 OY0623
 OY0623  HISTORY     - Date     Condition        Report By
 OY0623  HISTORY     - 1958     MONUMENTED       CGS
 OY0623
 OY0623                          STATION DESCRIPTION
 OY0623
 OY0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0623'16.85 MI W FROM STERLING.
 OY0623'4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AND GROCERY
 OY0623'STORE AT STERLING, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 39,
 OY0623'THENCE 2.05 MILES WEST ALONG A GRAVEL ROAD, THENCE 9.75 MILES WEST
 OY0623'ALONG A DIRT ROAD, AT THE SUMMIT OF A SHORT GRADE, ON THE SOUTH SLOPE
 OY0623'OF A ROCKY KNOLL, IN THE TOP OF A FLAT LAVA OUTCROP ABOUT FLUSH WITH
 OY0623'THE GROUND, 80 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 6
 OY0623'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0913 ***********************************************************************
 NU0913  DESIGNATION -  H 122 RESET
 NU0913  PID         -  NU0913
 NU0913  STATE/COUNTY-  ID/CASSIA
 NU0913  USGS QUAD   -  IDAHOME (1978)
 NU0913
 NU0913                         *CURRENT SURVEY CONTROL
 NU0913  ___________________________________________________________________
 NU0913* NAD 83(1986)-  42 29 49.     (N)    113 24 20.     (W)     SCALED    
 NU0913* NAVD 88     -      1362.60   (meters)    4470.5    (feet)  RESET     
 NU0913  ___________________________________________________________________
 NU0913  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NU0913
 NU0913  VERT ORDER  -  THIRD
 NU0913
 NU0913.The horizontal coordinates were scaled from a topographic map and have
 NU0913.an estimated accuracy of +/- 6 seconds.
 NU0913
 NU0913.The orthometric height was computed from unverified reset data.
 NU0913.No vertical observational check was made to the station.
 NU0913
 NU0913.The geoid height was determined by GEOID03.
 NU0913
 NU0913;                    North         East    Units  Estimated Accuracy
 NU0913;SPC ID C     -    92,390.      548,860.      MT  (+/- 180 meters Scaled)
 NU0913
 NU0913                          SUPERSEDED SURVEY CONTROL
 NU0913
 NU0913  NGVD 29 (??/??/??) 1361.76   (m)         4467.7    (f) RESET       3  
 NU0913
 NU0913.Superseded values are not recommended for survey control.
 NU0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0913.See file dsdata.txt to determine how the superseded data were derived.
 NU0913
 NU0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN023077(NAD 83)
 NU0913_MARKER: DD = SURVEY DISK
 NU0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0913_STAMPING: H 122 RESET 1962
 NU0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0913+STABILITY: SURFACE MOTION
 NU0913
 NU0913  HISTORY     - Date     Condition        Report By
 NU0913  HISTORY     - 1962     MONUMENTED       IDDT
 NU0913
 NU0913                          STATION DESCRIPTION
 NU0913
 NU0913'DESCRIBED BY ID DEPT OF TRANSP 1962
 NU0913'12.5 MI SE FROM DECLO.
 NU0913'APPROXIMATELY 12.5 MILES EAST AND SOUTHEAST ALONG U.S. HIGHWAY 30
 NU0913'SOUTH FROM THE JUNCTION OF STATE HIGHWAY 77 AT DECLO, 0.25 MILE
 NU0913'NORTHWEST OF MILEPOST 260, ON THE OUTSIDE OF A LONG CURVE, 142 FEET
 NU0913'EAST-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 30 SOUTH.  ALSO 46.5
 NU0913'FEET EAST OF THE CENTERLINE OF TEMPORARY CONNECTION OF INTERSTATE
 NU0913'HIGHWAY I-80N TO U.S. HIGHWAY 30 S, 2.5 FEET WEST OF FENCE ALONG EAST
 NU0913'R/W LINE OF SAID TEMPORARY CONNECTION, ABOUT LEVEL WITH HIGHWAY AND
 NU0913'SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 NU0913'GROUND.  NOTE-- MOVED 41.3 FEET EAST OF OLD LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0159 ***********************************************************************
 TO0159  DESIGNATION -  H 123
 TO0159  PID         -  TO0159
 TO0159  STATE/COUNTY-  ID/BONNER
 TO0159  USGS QUAD   -  DERR POINT (1989)
 TO0159
 TO0159                         *CURRENT SURVEY CONTROL
 TO0159  ___________________________________________________________________
 TO0159* NAD 83(1986)-  48 04 25.     (N)    116 08 12.     (W)     SCALED    
 TO0159* NAVD 88     -       790.434  (meters)    2593.28   (feet)  ADJUSTED  
 TO0159  ___________________________________________________________________
 TO0159  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 TO0159  DYNAMIC HT  -         790.433 (meters)    2593.28  (feet)  COMP
 TO0159  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 TO0159
 TO0159  VERT ORDER  -  SECOND    CLASS 0
 TO0159
 TO0159.The horizontal coordinates were scaled from a topographic map and have
 TO0159.an estimated accuracy of +/- 6 seconds.
 TO0159
 TO0159.The orthometric height was determined by differential leveling
 TO0159.and adjusted by the National Geodetic Survey in June 1991..
 TO0159
 TO0159.The geoid height was determined by GEOID03.
 TO0159
 TO0159.The dynamic height is computed by dividing the NAVD 88
 TO0159.geopotential number by the normal gravity value computed on the
 TO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0159.degrees latitude (g = 980.6199 gals.).
 TO0159
 TO0159.The modeled gravity was interpolated from observed gravity values.
 TO0159
 TO0159;                    North         East    Units  Estimated Accuracy
 TO0159;SPC ID W     -   712,020.      771,190.      MT  (+/- 180 meters Scaled)
 TO0159
 TO0159                          SUPERSEDED SURVEY CONTROL
 TO0159
 TO0159  NGVD 29 (??/??/92)  789.235  (m)         2589.35   (f) ADJ UNCH    2 0
 TO0159
 TO0159.Superseded values are not recommended for survey control.
 TO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0159.See file dsdata.txt to determine how the superseded data were derived.
 TO0159
 TO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP643248(NAD 83)
 TO0159_MARKER: DB = BENCH MARK DISK
 TO0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0159_STAMPING: H 123 1958
 TO0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0159+STABILITY: SURFACE MOTION
 TO0159
 TO0159  HISTORY     - Date     Condition        Report By
 TO0159  HISTORY     - 1958     MONUMENTED       CGS
 TO0159
 TO0159                          STATION DESCRIPTION
 TO0159
 TO0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TO0159'6.55 MI SE FROM CLARK FORK.
 TO0159'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0159'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 1.05 MILES
 TO0159'SOUTHWEST ALONG A DIRT ROAD, AT THE SUMMIT OF A GRADE, AT THE
 TO0159'SOUTHWEST END OF A PULL-OUT, 49 FEET SOUTHWEST OF THE CENTER OF A
 TO0159'SHARP CURVE, 16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6 FEET
 TO0159'SOUTHEAST OF THE BOTTOM OF A DEEP CUT, 1.5 FEET SOUTHWEST OF A WITNESS
 TO0159'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TO0159'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0105 ***********************************************************************
 SV0105  DESIGNATION -  H 124
 SV0105  PID         -  SV0105
 SV0105  STATE/COUNTY-  ID/SHOSHONE
 SV0105  USGS QUAD   -  STEAMBOAT CREEK (1996)
 SV0105
 SV0105                         *CURRENT SURVEY CONTROL
 SV0105  ___________________________________________________________________
 SV0105* NAD 83(1986)-  47 38 03.     (N)    116 11 28.     (W)     SCALED    
 SV0105* NAVD 88     -       690.407  (meters)    2265.11   (feet)  ADJUSTED  
 SV0105  ___________________________________________________________________
 SV0105  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 SV0105  DYNAMIC HT  -         690.391 (meters)    2265.06  (feet)  COMP
 SV0105  MODELED GRAV-     980,567.7   (mgal)                       NAVD 88
 SV0105
 SV0105  VERT ORDER  -  SECOND    CLASS 0
 SV0105
 SV0105.The horizontal coordinates were scaled from a topographic map and have
 SV0105.an estimated accuracy of +/- 6 seconds.
 SV0105
 SV0105.The orthometric height was determined by differential leveling
 SV0105.and adjusted by the National Geodetic Survey in June 1991..
 SV0105
 SV0105.The geoid height was determined by GEOID03.
 SV0105
 SV0105.The dynamic height is computed by dividing the NAVD 88
 SV0105.geopotential number by the normal gravity value computed on the
 SV0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0105.degrees latitude (g = 980.6199 gals.).
 SV0105
 SV0105.The modeled gravity was interpolated from observed gravity values.
 SV0105
 SV0105;                    North         East    Units  Estimated Accuracy
 SV0105;SPC ID W     -   663,190.      766,850.      MT  (+/- 180 meters Scaled)
 SV0105
 SV0105                          SUPERSEDED SURVEY CONTROL
 SV0105
 SV0105  NGVD 29 (??/??/92)  689.253  (m)         2261.32   (f) ADJ UNCH    2 0
 SV0105
 SV0105.Superseded values are not recommended for survey control.
 SV0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0105.See file dsdata.txt to determine how the superseded data were derived.
 SV0105
 SV0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN607759(NAD 83)
 SV0105_MARKER: DB = BENCH MARK DISK
 SV0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0105_STAMPING: H 124 1958
 SV0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0105+STABILITY: SURFACE MOTION
 SV0105
 SV0105  HISTORY     - Date     Condition        Report By
 SV0105  HISTORY     - 1958     MONUMENTED       CGS
 SV0105
 SV0105                          STATION DESCRIPTION
 SV0105
 SV0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0105'9.1 MI NE FROM KINGSTON.
 SV0105'2.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 SV0105'HIGHWAY 10 AT KINGSTON, THENCE 6.9 MILES NORTHEAST ALONG A ROAD
 SV0105'FOLLOWING THE RIGHT BANK OF THE COEUR DALENE RIVER, 0.5 MILE SOUTHEAST
 SV0105'OF THE CROSSING OF COUGAR CREEK, AT THE CROSSING OF A POWER LINE, 26
 SV0105'FEET WEST OF THE CENTER LINE OF THE ROAD, 56 FEET SOUTHEAST OF A POWER
 SV0105'POLE SUPPORTING A TRANSFORMER, 3.0 FEET WEST OF A FENCE, 2.0 FEET
 SV0105'SOUTHEAST OF A WITNESS POST, ABOUT 7 FEET HIGHER THAN THE ROAD, AND
 SV0105'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SV0105'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0187 ***********************************************************************
 RZ0187  DESIGNATION -  H 125
 RZ0187  PID         -  RZ0187
 RZ0187  STATE/COUNTY-  ID/IDAHO
 RZ0187  USGS QUAD   -  SIXMILE CREEK (1994)
 RZ0187
 RZ0187                         *CURRENT SURVEY CONTROL
 RZ0187  ___________________________________________________________________
 RZ0187* NAD 83(1986)-  46 21 12.     (N)    116 09 38.     (W)     SCALED    
 RZ0187* NAVD 88     -       335.155  (meters)    1099.59   (feet)  ADJUSTED  
 RZ0187  ___________________________________________________________________
 RZ0187  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 RZ0187  DYNAMIC HT  -         335.136 (meters)    1099.53  (feet)  COMP
 RZ0187  MODELED GRAV-     980,548.7   (mgal)                       NAVD 88
 RZ0187
 RZ0187  VERT ORDER  -  SECOND    CLASS 0
 RZ0187
 RZ0187.The horizontal coordinates were scaled from a topographic map and have
 RZ0187.an estimated accuracy of +/- 6 seconds.
 RZ0187
 RZ0187.The orthometric height was determined by differential leveling
 RZ0187.and adjusted by the National Geodetic Survey in June 1991..
 RZ0187
 RZ0187.The geoid height was determined by GEOID03.
 RZ0187
 RZ0187.The dynamic height is computed by dividing the NAVD 88
 RZ0187.geopotential number by the normal gravity value computed on the
 RZ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0187.degrees latitude (g = 980.6199 gals.).
 RZ0187
 RZ0187.The modeled gravity was interpolated from observed gravity values.
 RZ0187
 RZ0187;                    North         East    Units  Estimated Accuracy
 RZ0187;SPC ID W     -   520,790.      768,400.      MT  (+/- 180 meters Scaled)
 RZ0187
 RZ0187                          SUPERSEDED SURVEY CONTROL
 RZ0187
 RZ0187  NGVD 29 (??/??/92)  334.116  (m)         1096.18   (f) ADJ UNCH    2 0
 RZ0187
 RZ0187.Superseded values are not recommended for survey control.
 RZ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0187.See file dsdata.txt to determine how the superseded data were derived.
 RZ0187
 RZ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM645336(NAD 83)
 RZ0187_MARKER: DB = BENCH MARK DISK
 RZ0187_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0187_SP_SET: ROCK OUTCROP
 RZ0187_STAMPING: H 125 1935
 RZ0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0187+STABILITY: POSITION/ELEVATION WELL
 RZ0187
 RZ0187  HISTORY     - Date     Condition        Report By
 RZ0187  HISTORY     - 1935     MONUMENTED       CGS
 RZ0187
 RZ0187                          STATION DESCRIPTION
 RZ0187
 RZ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0187'2.6 MI SE FROM GREER.
 RZ0187'IN IDAHO COUNTY, 2.6 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC
 RZ0187'RAILWAY FROM THE STATION AT GREER, 65.6 FEET NORTHWEST OF MILEPOST 40,
 RZ0187'ON THE SLOPE OF A PROMINENT ROCK RIDGE, 33.9 FEET NORTHEAST OF THE
 RZ0187'CENTER LINE OF THE TRACK, IN THE TOP OF A ROCK OUTCROP, 1.2 FEET
 RZ0187'NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, 0.8 FOOT WEST OF THE EAST
 RZ0187'EDGE, AND 1 1/2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0369 ***********************************************************************
 RZ0369  DESIGNATION -  H 126
 RZ0369  PID         -  RZ0369
 RZ0369  STATE/COUNTY-  ID/NEZ PERCE
 RZ0369  USGS QUAD   -  JULIAETTA (1990)
 RZ0369
 RZ0369                         *CURRENT SURVEY CONTROL
 RZ0369  ___________________________________________________________________
 RZ0369* NAD 83(1986)-  46 30 26.     (N)    116 41 44.     (W)     SCALED    
 RZ0369* NAVD 88     -       259.945  (meters)     852.84   (feet)  ADJUSTED  
 RZ0369  ___________________________________________________________________
 RZ0369  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 RZ0369  DYNAMIC HT  -         259.944 (meters)     852.83  (feet)  COMP
 RZ0369  MODELED GRAV-     980,603.3   (mgal)                       NAVD 88
 RZ0369
 RZ0369  VERT ORDER  -  FIRST     CLASS II
 RZ0369
 RZ0369.The horizontal coordinates were scaled from a topographic map and have
 RZ0369.an estimated accuracy of +/- 6 seconds.
 RZ0369
 RZ0369.The orthometric height was determined by differential leveling
 RZ0369.and adjusted by the National Geodetic Survey in June 1991..
 RZ0369
 RZ0369.The geoid height was determined by GEOID03.
 RZ0369
 RZ0369.The dynamic height is computed by dividing the NAVD 88
 RZ0369.geopotential number by the normal gravity value computed on the
 RZ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0369.degrees latitude (g = 980.6199 gals.).
 RZ0369
 RZ0369.The modeled gravity was interpolated from observed gravity values.
 RZ0369
 RZ0369;                    North         East    Units  Estimated Accuracy
 RZ0369;SPC ID W     -   538,250.      727,430.      MT  (+/- 180 meters Scaled)
 RZ0369
 RZ0369                          SUPERSEDED SURVEY CONTROL
 RZ0369
 RZ0369  NGVD 29 (??/??/92)  258.946  (m)          849.56   (f) ADJ UNCH    1 2
 RZ0369
 RZ0369.Superseded values are not recommended for survey control.
 RZ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0369.See file dsdata.txt to determine how the superseded data were derived.
 RZ0369
 RZ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM233504(NAD 83)
 RZ0369_MARKER: DB = BENCH MARK DISK
 RZ0369_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0369_SP_SET: ROCK CLIFF
 RZ0369_STAMPING: H-126 1935
 RZ0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0369+STABILITY: POSITION/ELEVATION WELL
 RZ0369
 RZ0369  HISTORY     - Date     Condition        Report By
 RZ0369  HISTORY     - 1935     MONUMENTED       CGS
 RZ0369  HISTORY     - 1959     GOOD             NGS
 RZ0369  HISTORY     - 20060520 GOOD             GEOCAC
 RZ0369
 RZ0369                          STATION DESCRIPTION
 RZ0369
 RZ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0369'5.0 MI N FROM ARROW.
 RZ0369'5.0 MILES NORTH OF, ALONG N.P.R.R., FROM RY. STATION.  TABLET SET
 RZ0369'HORIZONTALLY ON WEST SIDE OF TRACK AT FOOT OF ROCK CLIFF.  ABOUT 12
 RZ0369'FEET ABOVE LEVEL OF CLEARWATER RIVER.  54.8 FEET NORTH OF M.P. NO. 5.
 RZ0369'9.7 FEET WEST OF CENTERLINE OF NORTHERN PACIFIC R.R..  0.6 FT. EAST OF
 RZ0369'ROCK CLIFF.  0.6 FT. ABOVE LEVEL OF GROUND.
 RZ0369
 RZ0369                          STATION RECOVERY (1959)
 RZ0369
 RZ0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0369'RECOVERED IN GOOD CONDITION.
 RZ0369
 RZ0369                          STATION RECOVERY (2006)
 RZ0369
 RZ0369'RECOVERY NOTE BY GEOCACHING 2006 (IA)
 RZ0369'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0157 ***********************************************************************
 RZ0157  DESIGNATION -  H 127
 RZ0157  PID         -  RZ0157
 RZ0157  STATE/COUNTY-  ID/CLEARWATER
 RZ0157  USGS QUAD   -  OROFINO WEST (1994)
 RZ0157
 RZ0157                         *CURRENT SURVEY CONTROL
 RZ0157  ___________________________________________________________________
 RZ0157* NAD 83(1986)-  46 28 47.     (N)    116 15 18.     (W)     SCALED    
 RZ0157* NAVD 88     -       312.967  (meters)    1026.79   (feet)  ADJUSTED  
 RZ0157  ___________________________________________________________________
 RZ0157  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 RZ0157  DYNAMIC HT  -         312.962 (meters)    1026.78  (feet)  COMP
 RZ0157  MODELED GRAV-     980,590.5   (mgal)                       NAVD 88
 RZ0157
 RZ0157  VERT ORDER  -  FIRST     CLASS II
 RZ0157
 RZ0157.The horizontal coordinates were scaled from a topographic map and have
 RZ0157.an estimated accuracy of +/- 6 seconds.
 RZ0157
 RZ0157.The orthometric height was determined by differential leveling
 RZ0157.and adjusted by the National Geodetic Survey in June 1991..
 RZ0157
 RZ0157.The geoid height was determined by GEOID03.
 RZ0157
 RZ0157.The dynamic height is computed by dividing the NAVD 88
 RZ0157.geopotential number by the normal gravity value computed on the
 RZ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0157.degrees latitude (g = 980.6199 gals.).
 RZ0157
 RZ0157.The modeled gravity was interpolated from observed gravity values.
 RZ0157
 RZ0157;                    North         East    Units  Estimated Accuracy
 RZ0157;SPC ID W     -   534,890.      761,220.      MT  (+/- 180 meters Scaled)
 RZ0157
 RZ0157                          SUPERSEDED SURVEY CONTROL
 RZ0157
 RZ0157  NGVD 29 (??/??/92)  311.955  (m)         1023.47   (f) ADJ UNCH    1 2
 RZ0157
 RZ0157.Superseded values are not recommended for survey control.
 RZ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0157.See file dsdata.txt to determine how the superseded data were derived.
 RZ0157
 RZ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM571476(NAD 83)
 RZ0157_MARKER: DB = BENCH MARK DISK
 RZ0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0157_SP_SET: BUILDING WALL
 RZ0157_STAMPING: H-127 1935
 RZ0157_MARK LOGO: CGS   
 RZ0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0157
 RZ0157  HISTORY     - Date     Condition        Report By
 RZ0157  HISTORY     - 1935     MONUMENTED       CGS
 RZ0157  HISTORY     - 1980     GOOD             NGS
 RZ0157
 RZ0157                          STATION DESCRIPTION
 RZ0157
 RZ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0157'IN OROFINO.
 RZ0157'TABLET SET VERTICALLY IN BRICK WALL ON SOUTHEAST CORNER OF SOUTH SIDE
 RZ0157'OF CLEARWATER COUNTY COURTHOUSE.  51 FEET EAST OF CENTER OF SOUTH
 RZ0157'ENTRANCE DOOR TO COUNTY COURTHOUSE.  4.5 FEET EAST OF SOUTHEAST WINDOW
 RZ0157'OF COURTHOUSE.  4.4 FEET ABOVE THE GROUND.  1.2 FT. WEST OF SOUTHEAST
 RZ0157'CORNER OF BUILDING.
 RZ0157
 RZ0157                          STATION RECOVERY (1980)
 RZ0157
 RZ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0157'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0442 ***********************************************************************
 RY0442  DESIGNATION -  H 129
 RY0442  PID         -  RY0442
 RY0442  STATE/COUNTY-  ID/IDAHO
 RY0442  USGS QUAD   -  STITES (1966)
 RY0442
 RY0442                         *CURRENT SURVEY CONTROL
 RY0442  ___________________________________________________________________
 RY0442* NAD 83(1986)-  46 01 10.     (N)    115 57 33.     (W)     SCALED    
 RY0442* NAVD 88     -       459.617  (meters)    1507.93   (feet)  ADJUSTED  
 RY0442  ___________________________________________________________________
 RY0442  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 RY0442  DYNAMIC HT  -         459.572 (meters)    1507.78  (feet)  COMP
 RY0442  MODELED GRAV-     980,503.7   (mgal)                       NAVD 88
 RY0442
 RY0442  VERT ORDER  -  SECOND    CLASS 0
 RY0442
 RY0442.The horizontal coordinates were scaled from a topographic map and have
 RY0442.an estimated accuracy of +/- 6 seconds.
 RY0442
 RY0442.The orthometric height was determined by differential leveling
 RY0442.and adjusted by the National Geodetic Survey in June 1991..
 RY0442
 RY0442.The geoid height was determined by GEOID03.
 RY0442
 RY0442.The dynamic height is computed by dividing the NAVD 88
 RY0442.geopotential number by the normal gravity value computed on the
 RY0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0442.degrees latitude (g = 980.6199 gals.).
 RY0442
 RY0442.The modeled gravity was interpolated from observed gravity values.
 RY0442
 RY0442;                    North         East    Units  Estimated Accuracy
 RY0442;SPC ID W     -   483,620.      783,800.      MT  (+/- 180 meters Scaled)
 RY0442
 RY0442                          SUPERSEDED SURVEY CONTROL
 RY0442
 RY0442  NGVD 29 (??/??/92)  458.580  (m)         1504.52   (f) ADJ UNCH    2 0
 RY0442
 RY0442.Superseded values are not recommended for survey control.
 RY0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0442.See file dsdata.txt to determine how the superseded data were derived.
 RY0442
 RY0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL805967(NAD 83)
 RY0442_MARKER: DB = BENCH MARK DISK
 RY0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0442_STAMPING: H 129 1935
 RY0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0442+STABILITY: SURFACE MOTION
 RY0442
 RY0442  HISTORY     - Date     Condition        Report By
 RY0442  HISTORY     - 1935     MONUMENTED       CGS
 RY0442  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0442
 RY0442                          STATION DESCRIPTION
 RY0442
 RY0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0442'2.6 MI N FROM HARPSTER.
 RY0442'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 RY0442'HARPSTER, IDAHO COUNTY, ABOUT 0.2 MILE NORTH OF A YELLOW HOUSE AT THE
 RY0442'SOUTH SIDE OF THE CLEARWATER RIVER, ABOUT 300 FEET NORTHEAST OF THE
 RY0442'NORTHEAST BANK OF THE RIVER, ABOUT 125 FEET NORTHWEST OF A LONE PINE
 RY0442'TREE ON THE WEST SLOPE OF A HILL, AT A PROMINENT GRASSY KNOLL, 32 FEET
 RY0442'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF A
 RY0442'WIRE MESH FENCE, AND ABOUT 2 FEET LOWER THAN THE FENCE LEVEL.  A
 RY0442'STANDARD DISK, STAMPED H 129 1935 AND SET IN THE TOP OF A CONCRETE
 RY0442'POST.
 RY0442
 RY0442                          STATION RECOVERY (1964)
 RY0442
 RY0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0079 ***********************************************************************
 OZ0079  DESIGNATION -  H 13
 OZ0079  PID         -  OZ0079
 OZ0079  STATE/COUNTY-  ID/LINCOLN
 OZ0079  USGS QUAD   -  PAGARI (1979)
 OZ0079
 OZ0079                         *CURRENT SURVEY CONTROL
 OZ0079  ___________________________________________________________________
 OZ0079* NAD 83(1986)-  43 04 20.     (N)    114 06 32.     (W)     SCALED    
 OZ0079* NAVD 88     -      1324.171  (meters)    4344.38   (feet)  ADJUSTED  
 OZ0079  ___________________________________________________________________
 OZ0079  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 OZ0079  DYNAMIC HT  -        1323.478 (meters)    4342.11  (feet)  COMP
 OZ0079  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 OZ0079
 OZ0079  VERT ORDER  -  FIRST     CLASS II
 OZ0079
 OZ0079.The horizontal coordinates were scaled from a topographic map and have
 OZ0079.an estimated accuracy of +/- 6 seconds.
 OZ0079
 OZ0079.The orthometric height was determined by differential leveling
 OZ0079.and adjusted by the National Geodetic Survey in June 1991..
 OZ0079
 OZ0079.The geoid height was determined by GEOID03.
 OZ0079
 OZ0079.The dynamic height is computed by dividing the NAVD 88
 OZ0079.geopotential number by the normal gravity value computed on the
 OZ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0079.degrees latitude (g = 980.6199 gals.).
 OZ0079
 OZ0079.The modeled gravity was interpolated from observed gravity values.
 OZ0079
 OZ0079;                    North         East    Units  Estimated Accuracy
 OZ0079;SPC ID C     -   156,130.      491,130.      MT  (+/- 180 meters Scaled)
 OZ0079
 OZ0079                          SUPERSEDED SURVEY CONTROL
 OZ0079
 OZ0079  NGVD 29 (??/??/92) 1323.239  (m)         4341.33   (f) ADJ UNCH    1 2
 OZ0079
 OZ0079.Superseded values are not recommended for survey control.
 OZ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0079.See file dsdata.txt to determine how the superseded data were derived.
 OZ0079
 OZ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH353728(NAD 83)
 OZ0079_MARKER: DB = BENCH MARK DISK
 OZ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0079_STAMPING: 4341.448 H 13 1933
 OZ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0079+STABILITY: SURFACE MOTION
 OZ0079
 OZ0079  HISTORY     - Date     Condition        Report By
 OZ0079  HISTORY     - 1933     MONUMENTED       CGS
 OZ0079  HISTORY     - 1957     POOR             NGS
 OZ0079
 OZ0079                          STATION DESCRIPTION
 OZ0079
 OZ0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OZ0079'2.8 MI NE FROM RICHFIELD.
 OZ0079'2.8 MILES NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OZ0079'RICHFIELD, LINCOLN COUNTY, 800 FEET NORTHEAST OF MILEPOST 18, 400 FEET
 OZ0079'SOUTHWEST OF A ROCK CUT, 35 FEET NORTH OF A ROAD CROSSING, AND 33 FEET
 OZ0079'NORTHWEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 OZ0079'4341.448 H 13 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 OZ0079'INCHES ABOVE GROUND.  NOTE-- WE FIND THAT THIS BENCH MARK HAS BEEN
 OZ0079'DISTURBED.  FROM VISUAL INSPECTION, IT APPEARS AS THOUGH A CRAWLER
 OZ0079'TRACTOR RAN A TRACK ONTO THE DISK AND PUSHED THE BENCH MARK. THE STATE
 OZ0079'SURVEY CREW STRAIGHTENED THE CONCRETE POST ROUGHLY DID NOT RESET THE
 OZ0079'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0194 ***********************************************************************
 OH0194  DESIGNATION -  H 13
 OH0194  PID         -  OH0194
 OH0194  STATE/COUNTY-  ID/GEM
 OH0194  USGS QUAD   -  MONTOUR (1985)
 OH0194
 OH0194                         *CURRENT SURVEY CONTROL
 OH0194  ___________________________________________________________________
 OH0194* NAD 83(1986)-  43 54 42.     (N)    116 16 30.     (W)     SCALED    
 OH0194* NAVD 88     -       791.345  (meters)    2596.27   (feet)  ADJUSTED  
 OH0194  ___________________________________________________________________
 OH0194  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 OH0194  DYNAMIC HT  -         791.065 (meters)    2595.35  (feet)  COMP
 OH0194  MODELED GRAV-     980,238.9   (mgal)                       NAVD 88
 OH0194
 OH0194  VERT ORDER  -  SECOND    CLASS 0
 OH0194
 OH0194.The horizontal coordinates were scaled from a topographic map and have
 OH0194.an estimated accuracy of +/- 6 seconds.
 OH0194
 OH0194.The orthometric height was determined by differential leveling
 OH0194.and adjusted by the National Geodetic Survey in June 1991..
 OH0194
 OH0194.The geoid height was determined by GEOID03.
 OH0194
 OH0194.The dynamic height is computed by dividing the NAVD 88
 OH0194.geopotential number by the normal gravity value computed on the
 OH0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0194.degrees latitude (g = 980.6199 gals.).
 OH0194
 OH0194.The modeled gravity was interpolated from observed gravity values.
 OH0194
 OH0194;                    North         East    Units  Estimated Accuracy
 OH0194;SPC ID W     -   249,510.      757,830.      MT  (+/- 180 meters Scaled)
 OH0194
 OH0194                          SUPERSEDED SURVEY CONTROL
 OH0194
 OH0194  NGVD 29 (??/??/92)  790.361  (m)         2593.04   (f) ADJ UNCH    2 0
 OH0194
 OH0194.Superseded values are not recommended for survey control.
 OH0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0194.See file dsdata.txt to determine how the superseded data were derived.
 OH0194
 OH0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ582623(NAD 83)
 OH0194_MARKER: DD = SURVEY DISK
 OH0194_SETTING: 80 = SET IN A BOULDER
 OH0194_SP_SET: GRANITE BOULDER
 OH0194_STAMPING: H 13 1933
 OH0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0194+STABILITY: SURFACE MOTION
 OH0194
 OH0194  HISTORY     - Date     Condition        Report By
 OH0194  HISTORY     - 1933     MONUMENTED       USGS
 OH0194
 OH0194                          STATION DESCRIPTION
 OH0194
 OH0194'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 OH0194'3.0 MI E FROM MONTOUR.
 OH0194'3.0 MILES EAST ALONG STATE HIGHWAY 16 FROM THE HIGH SCHOOL AT MONTOUR,
 OH0194'GEM COUNTY, 400 FEET SOUTH OF THE OLD BLACK CANYON DAM, 280 FEET WEST
 OH0194'OF THE GEM-BOISE COUNTY LINE, 225 FEET WEST OF OREGON SHORT LINE
 OH0194'RAILROAD MILEPOST 45, 130 FEET NORTHEAST OF A SMALL WOODEN BRIDGE, 50
 OH0194'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE
 OH0194'GRANITE BOULDER.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED H
 OH0194'13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0384 ***********************************************************************
 RY0384  DESIGNATION -  H 130
 RY0384  PID         -  RY0384
 RY0384  STATE/COUNTY-  ID/CLEARWATER
 RY0384  USGS QUAD   -  PIERCE (1994)
 RY0384
 RY0384                         *CURRENT SURVEY CONTROL
 RY0384  ___________________________________________________________________
 RY0384* NAD 83(1986)-  46 29 32.     (N)    115 47 58.     (W)     SCALED    
 RY0384* NAVD 88     -       932.946  (meters)    3060.84   (feet)  ADJUSTED  
 RY0384  ___________________________________________________________________
 RY0384  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 RY0384  DYNAMIC HT  -         932.824 (meters)    3060.44  (feet)  COMP
 RY0384  MODELED GRAV-     980,452.8   (mgal)                       NAVD 88
 RY0384
 RY0384  VERT ORDER  -  FIRST     CLASS II
 RY0384
 RY0384.The horizontal coordinates were scaled from a topographic map and have
 RY0384.an estimated accuracy of +/- 6 seconds.
 RY0384
 RY0384.The orthometric height was determined by differential leveling
 RY0384.and adjusted by the National Geodetic Survey in June 1991..
 RY0384
 RY0384.The geoid height was determined by GEOID03.
 RY0384
 RY0384.The dynamic height is computed by dividing the NAVD 88
 RY0384.geopotential number by the normal gravity value computed on the
 RY0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0384.degrees latitude (g = 980.6199 gals.).
 RY0384
 RY0384.The modeled gravity was interpolated from observed gravity values.
 RY0384
 RY0384;                    North         East    Units  Estimated Accuracy
 RY0384;SPC ID W     -   536,150.      796,200.      MT  (+/- 180 meters Scaled)
 RY0384
 RY0384                          SUPERSEDED SURVEY CONTROL
 RY0384
 RY0384  NGVD 29 (??/??/92)  931.840  (m)         3057.21   (f) ADJ UNCH    1 2
 RY0384
 RY0384.Superseded values are not recommended for survey control.
 RY0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0384.See file dsdata.txt to determine how the superseded data were derived.
 RY0384
 RY0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM921494(NAD 83)
 RY0384_MARKER: DB = BENCH MARK DISK
 RY0384_SETTING: 0 = UNSPECIFIED SETTING
 RY0384_STAMPING: H 130 1935
 RY0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0384
 RY0384  HISTORY     - Date     Condition        Report By
 RY0384  HISTORY     - 1935     MONUMENTED       CGS
 RY0384  HISTORY     - 1950     MARK NOT FOUND   NGS
 RY0384
 RY0384                          STATION DESCRIPTION
 RY0384
 RY0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0384'0.2 MI N FROM PIERCE.
 RY0384'AT PIERCE, CLEARWATER COUNTY, 0.2 MILE WEST OF PIERCE POST OFFICE, AT
 RY0384'THE JUNCTION OF STATE HIGHWAY 11 AND JAYPE RAILHEAD ROAD, 22.5 FEET
 RY0384'EAST OF THE CENTERLINE OF STATE HIGHWAY 11, 70.5 FEET NORTHEAST OF THE
 RY0384'JUNCTION OF TWO ROADS, 50.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF THE
 RY0384'RESIDENCE OF GILBERT DAHL, 9 FEET EAST OF A TELEPHONE POLE, AND 1.9
 RY0384'FEET WEST OF WOVEN-WIRE FENCE.  NOTE-- ABOUT 2 FEET OF DIRT HAS BEEN
 RY0384'FILLED IN AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0409 ***********************************************************************
 SV0409  DESIGNATION -  H 131
 SV0409  PID         -  SV0409
 SV0409  STATE/COUNTY-  ID/KOOTENAI
 SV0409  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0409
 SV0409                         *CURRENT SURVEY CONTROL
 SV0409  ___________________________________________________________________
 SV0409* NAD 83(1986)-  47 42 48.     (N)    116 47 13.     (W)     SCALED    
 SV0409* NAVD 88     -       681.773  (meters)    2236.78   (feet)  ADJUSTED  
 SV0409  ___________________________________________________________________
 SV0409  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 SV0409  DYNAMIC HT  -         681.800 (meters)    2236.87  (feet)  COMP
 SV0409  MODELED GRAV-     980,630.0   (mgal)                       NAVD 88
 SV0409
 SV0409  VERT ORDER  -  SECOND    CLASS 0
 SV0409
 SV0409.The horizontal coordinates were scaled from a topographic map and have
 SV0409.an estimated accuracy of +/- 6 seconds.
 SV0409
 SV0409.The orthometric height was determined by differential leveling
 SV0409.and adjusted by the National Geodetic Survey in June 1991..
 SV0409
 SV0409.The geoid height was determined by GEOID03.
 SV0409
 SV0409.The dynamic height is computed by dividing the NAVD 88
 SV0409.geopotential number by the normal gravity value computed on the
 SV0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0409.degrees latitude (g = 980.6199 gals.).
 SV0409
 SV0409.The modeled gravity was interpolated from observed gravity values.
 SV0409
 SV0409;                    North         East    Units  Estimated Accuracy
 SV0409;SPC ID W     -   672,420.      722,200.      MT  (+/- 180 meters Scaled)
 SV0409
 SV0409                          SUPERSEDED SURVEY CONTROL
 SV0409
 SV0409  NGVD 29 (??/??/92)  680.620  (m)         2233.00   (f) ADJ UNCH    2 0
 SV0409
 SV0409.Superseded values are not recommended for survey control.
 SV0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0409.See file dsdata.txt to determine how the superseded data were derived.
 SV0409
 SV0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN159844(NAD 83)
 SV0409_MARKER: DB = BENCH MARK DISK
 SV0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0409_STAMPING: H 131 1935
 SV0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0409+STABILITY: SURFACE MOTION
 SV0409
 SV0409  HISTORY     - Date     Condition        Report By
 SV0409  HISTORY     - 1935     MONUMENTED       CGS
 SV0409  HISTORY     - 1971     GOOD             IDDT
 SV0409  HISTORY     - 1976     GOOD             USGS
 SV0409
 SV0409                          STATION DESCRIPTION
 SV0409
 SV0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0409'2.5 MI N FROM COEUR DALENE.
 SV0409'2.5 MILES NORTH ALONG GOVERNMENT WAY AND U.S. HIGHWAY 95 FROM THE
 SV0409'COUNTY COURTHOUSE AT COEUR DALENE, KOOTENAI CONTY, ABOUT 1500 FEET
 SV0409'SOUTH OF WEEKS FIELD AIRPORT HANGAR, 155 FEET SOUTHEAST OF THE R.T.
 SV0409'CARLSON HOUSE, 47 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 SV0409'AN EAST-AND-WEST ROAD, 39.2 FEET WEST OF THE CENTERLINE OF THE
 SV0409'HIGHWAY, 25.5 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD,
 SV0409'10.3 FEET WEST OF A FENCE CORNER, AND ONE FOOT NORTH OF THE FENCE.  A
 SV0409'STANDARD DISK, STAMPED H 131 1935 AND SET IN THE TOP OF A CONCRETE
 SV0409'POST.
 SV0409
 SV0409                          STATION RECOVERY (1971)
 SV0409
 SV0409'RECOVERY NOTE BY ID DEPT OF TRANSP 1971
 SV0409'RECOVERED IN GOOD CONDITION.
 SV0409
 SV0409                          STATION RECOVERY (1976)
 SV0409
 SV0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0409'2.5 MI. NORTH ALONG GOVERNMENT WAY FROM THE COUNTY COURTHOUSE AT
 SV0409'COEUR D ALENE, KOOTENAI COUNTY, 155 FEET SOUTHEAST OF A PRIVATE
 SV0409'RESIDENCE, 47 FEET SOUTHWEST OF THE CENTER OF THE ROAD INTERSECTION,
 SV0409'25 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 39 FEET WEST OF
 SV0409'THE CENTERLINE OF GOVERNMENT WAY. A STANDARD DISK STAMPED H 131 1935
 SV0409'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0268 ***********************************************************************
 SV0268  DESIGNATION -  H 133
 SV0268  PID         -  SV0268
 SV0268  STATE/COUNTY-  ID/BENEWAH
 SV0268  USGS QUAD   -  CHATCOLET (1981)
 SV0268
 SV0268                         *CURRENT SURVEY CONTROL
 SV0268  ___________________________________________________________________
 SV0268* NAD 83(1986)-  47 21 38.     (N)    116 46 49.     (W)     SCALED    
 SV0268* NAVD 88     -       667.453  (meters)    2189.80   (feet)  ADJUSTED  
 SV0268  ___________________________________________________________________
 SV0268  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 SV0268  DYNAMIC HT  -         667.427 (meters)    2189.72  (feet)  COMP
 SV0268  MODELED GRAV-     980,553.0   (mgal)                       NAVD 88
 SV0268
 SV0268  VERT ORDER  -  SECOND    CLASS 0
 SV0268
 SV0268.The horizontal coordinates were scaled from a topographic map and have
 SV0268.an estimated accuracy of +/- 6 seconds.
 SV0268
 SV0268.The orthometric height was determined by differential leveling
 SV0268.and adjusted by the National Geodetic Survey in June 1991..
 SV0268
 SV0268.The geoid height was determined by GEOID03.
 SV0268
 SV0268.The dynamic height is computed by dividing the NAVD 88
 SV0268.geopotential number by the normal gravity value computed on the
 SV0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0268.degrees latitude (g = 980.6199 gals.).
 SV0268
 SV0268.The modeled gravity was interpolated from observed gravity values.
 SV0268
 SV0268;                    North         East    Units  Estimated Accuracy
 SV0268;SPC ID W     -   633,190.      722,180.      MT  (+/- 180 meters Scaled)
 SV0268
 SV0268                          SUPERSEDED SURVEY CONTROL
 SV0268
 SV0268  NGVD 29 (??/??/92)  666.304  (m)         2186.03   (f) ADJ UNCH    2 0
 SV0268
 SV0268.Superseded values are not recommended for survey control.
 SV0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0268.See file dsdata.txt to determine how the superseded data were derived.
 SV0268
 SV0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN165452(NAD 83)
 SV0268_MARKER: DB = BENCH MARK DISK
 SV0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0268_STAMPING: H 133 1935
 SV0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0268+STABILITY: SURFACE MOTION
 SV0268
 SV0268  HISTORY     - Date     Condition        Report By
 SV0268  HISTORY     - 1935     MONUMENTED       CGS
 SV0268  HISTORY     - 1935     GOOD             NGS
 SV0268  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 SV0268
 SV0268                          STATION DESCRIPTION
 SV0268
 SV0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0268'1.2 MI SW FROM CHATCOLET.
 SV0268'1.2 MILES SOUTHWEST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0268'NAVIGATION CO. RAILROAD FROM THE POST OFFICE AT CHATCOLET, BENEWAH
 SV0268'COUNTY, 0.3 MILE WEST OF MILEPOST 22, 0.1 MILE SOUTHWEST OF PETTEE
 SV0268'C.C.C. CAMP S.P. 1, 44 FEET NORTHWEST OF THE CENTER OF A DIRT-ROAD
 SV0268'CROSSING, 40.1 FEET NORTH OF THE CENTERLINE OF THE TRACK, 38.3 FEET
 SV0268'WEST OF THE CENTERLINE OF THE ROAD, AND 3.5 FEET WEST OF THE
 SV0268'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 133 1935 AND SET IN
 SV0268'THE TOP OF A CONCRETE POST.
 SV0268
 SV0268                          STATION RECOVERY (1974)
 SV0268
 SV0268'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 SV0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0305 ***********************************************************************
 SV0305  DESIGNATION -  H 135
 SV0305  PID         -  SV0305
 SV0305  STATE/COUNTY-  ID/BENEWAH
 SV0305  USGS QUAD   -  ST MARIES (1995)
 SV0305
 SV0305                         *CURRENT SURVEY CONTROL
 SV0305  ___________________________________________________________________
 SV0305* NAD 83(1986)-  47 20 34.     (N)    116 30 04.     (W)     SCALED    
 SV0305* NAVD 88     -       650.162  (meters)    2133.07   (feet)  ADJUSTED  
 SV0305  ___________________________________________________________________
 SV0305  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 SV0305  DYNAMIC HT  -         650.142 (meters)    2133.01  (feet)  COMP
 SV0305  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 SV0305
 SV0305  VERT ORDER  -  SECOND    CLASS 0
 SV0305
 SV0305.The horizontal coordinates were scaled from a topographic map and have
 SV0305.an estimated accuracy of +/- 6 seconds.
 SV0305
 SV0305.The orthometric height was determined by differential leveling
 SV0305.and adjusted by the National Geodetic Survey in June 1991..
 SV0305
 SV0305.The geoid height was determined by GEOID03.
 SV0305
 SV0305.The dynamic height is computed by dividing the NAVD 88
 SV0305.geopotential number by the normal gravity value computed on the
 SV0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0305.degrees latitude (g = 980.6199 gals.).
 SV0305
 SV0305.The modeled gravity was interpolated from observed gravity values.
 SV0305
 SV0305;                    North         East    Units  Estimated Accuracy
 SV0305;SPC ID W     -   630,970.      743,240.      MT  (+/- 180 meters Scaled)
 SV0305
 SV0305                          SUPERSEDED SURVEY CONTROL
 SV0305
 SV0305  NGVD 29 (??/??/92)  649.034  (m)         2129.37   (f) ADJ UNCH    2 0
 SV0305
 SV0305.Superseded values are not recommended for survey control.
 SV0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0305.See file dsdata.txt to determine how the superseded data were derived.
 SV0305
 SV0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN376433(NAD 83)
 SV0305_MARKER: DB = BENCH MARK DISK
 SV0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0305_STAMPING: H 135 1935
 SV0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0305+STABILITY: SURFACE MOTION
 SV0305
 SV0305  HISTORY     - Date     Condition        Report By
 SV0305  HISTORY     - 1935     MONUMENTED       CGS
 SV0305  HISTORY     - 1963     GOOD             NGS
 SV0305  HISTORY     - 1982     MARK NOT FOUND   NGS
 SV0305
 SV0305                          STATION DESCRIPTION
 SV0305
 SV0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0305'4.8 MI NE FROM ST MARIES.
 SV0305'4.8 MILES NORTHEAST ALONG THE ST. MARIES AVERY ROAD FROM THE POST
 SV0305'OFFICE AT ST. MARIES, 0.1 MILE WEST OF A SET OF RANCH BUILDINGS, 43
 SV0305'FEET SOUTH OF THE CENTER OF THE ROAD, 12 FEET SOUTH OF A STUMP 3-FEET
 SV0305'IN DIAMETER, 9 FEET SOUTHEAST OF A TELEPHONE POLE 7 1/2 FEET NORTH OF
 SV0305'A RIGHT-OF-WAY FENCE AND 0.5 FOOT WEST OF A METAL WITNESS POST.  THE
 SV0305'MONUMENT PROJECTS 1 INCH.
 SV0305
 SV0305                          STATION RECOVERY (1982)
 SV0305
 SV0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SV0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0528 ***********************************************************************
 QA0528  DESIGNATION -  H 136
 QA0528  PID         -  QA0528
 QA0528  STATE/COUNTY-  ID/VALLEY
 QA0528  USGS QUAD   -  EAGLE NEST (1988)
 QA0528
 QA0528                         *CURRENT SURVEY CONTROL
 QA0528  ___________________________________________________________________
 QA0528* NAD 83(1986)-  44 33 29.     (N)    115 54 27.     (W)     SCALED    
 QA0528* NAVD 88     -      1562.858  (meters)    5127.48   (feet)  ADJUSTED  
 QA0528  ___________________________________________________________________
 QA0528  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 QA0528  DYNAMIC HT  -        1562.085 (meters)    5124.94  (feet)  COMP
 QA0528  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 QA0528
 QA0528  VERT ORDER  -  SECOND    CLASS 0
 QA0528
 QA0528.The horizontal coordinates were scaled from a topographic map and have
 QA0528.an estimated accuracy of +/- 6 seconds.
 QA0528
 QA0528.The orthometric height was determined by differential leveling
 QA0528.and adjusted by the National Geodetic Survey in June 1991..
 QA0528
 QA0528.The geoid height was determined by GEOID03.
 QA0528
 QA0528.The dynamic height is computed by dividing the NAVD 88
 QA0528.geopotential number by the normal gravity value computed on the
 QA0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0528.degrees latitude (g = 980.6199 gals.).
 QA0528
 QA0528.The modeled gravity was interpolated from observed gravity values.
 QA0528
 QA0528;                    North         East    Units  Estimated Accuracy
 QA0528;SPC ID W     -   321,210.      787,490.      MT  (+/- 180 meters Scaled)
 QA0528
 QA0528                          SUPERSEDED SURVEY CONTROL
 QA0528
 QA0528  NGVD 29 (??/??/92) 1561.718  (m)         5123.74   (f) ADJ UNCH    2 0
 QA0528
 QA0528.Superseded values are not recommended for survey control.
 QA0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0528.See file dsdata.txt to determine how the superseded data were derived.
 QA0528
 QA0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK867344(NAD 83)
 QA0528_MARKER: DB = BENCH MARK DISK
 QA0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0528_STAMPING: H 136 1935
 QA0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0528+STABILITY: SURFACE MOTION
 QA0528
 QA0528  HISTORY     - Date     Condition        Report By
 QA0528  HISTORY     - 1935     MONUMENTED       CGS
 QA0528
 QA0528                          STATION DESCRIPTION
 QA0528
 QA0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0528'9.8 MI NE FROM CASCADE.
 QA0528'9.8 MILES NORTHEAST ALONG THE KNOX ROAD FROM THE OREGON SHORT LINE
 QA0528'RAILROAD STATION AT CASCADE, VALLEY COUNTY, ABOUT 0.2 MILE SOUTHWEST
 QA0528'OF A CURVE AT THE NORTHEAST END OF SCOTT VALLEY, ABOUT 285 FEET
 QA0528'NORTHEAST OF AN 18-INCH PIPE CULVERT, ABOUT 105 FEET SOUTHWEST OF THE
 QA0528'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 38 FEET
 QA0528'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 20 FEET NORTH OF A GROUP
 QA0528'OF SMALL PINE TREES.  A STANDARD DISK, STAMPED H 136 1935 AND SET IN
 QA0528'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0053 ***********************************************************************
 QB0053  DESIGNATION -  H 137
 QB0053  PID         -  QB0053
 QB0053  STATE/COUNTY-  ID/ADAMS
 QB0053  USGS QUAD   -  MEADOWS (1973)
 QB0053
 QB0053                         *CURRENT SURVEY CONTROL
 QB0053  ___________________________________________________________________
 QB0053* NAD 83(1986)-  44 56 00.     (N)    116 09 49.     (W)     SCALED    
 QB0053* NAVD 88     -      1579.050  (meters)    5180.60   (feet)  ADJUSTED  
 QB0053  ___________________________________________________________________
 QB0053  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 QB0053  DYNAMIC HT  -        1578.409 (meters)    5178.50  (feet)  COMP
 QB0053  MODELED GRAV-     980,155.1   (mgal)                       NAVD 88
 QB0053
 QB0053  VERT ORDER  -  SECOND    CLASS 0
 QB0053
 QB0053.The horizontal coordinates were scaled from a topographic map and have
 QB0053.an estimated accuracy of +/- 6 seconds.
 QB0053
 QB0053.The orthometric height was determined by differential leveling
 QB0053.and adjusted by the National Geodetic Survey in June 1991..
 QB0053
 QB0053.The geoid height was determined by GEOID03.
 QB0053
 QB0053.The dynamic height is computed by dividing the NAVD 88
 QB0053.geopotential number by the normal gravity value computed on the
 QB0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0053.degrees latitude (g = 980.6199 gals.).
 QB0053
 QB0053.The modeled gravity was interpolated from observed gravity values.
 QB0053
 QB0053;                    North         East    Units  Estimated Accuracy
 QB0053;SPC ID W     -   362,980.      767,350.      MT  (+/- 180 meters Scaled)
 QB0053
 QB0053                          SUPERSEDED SURVEY CONTROL
 QB0053
 QB0053  NGVD 29 (??/??/92) 1577.897  (m)         5176.82   (f) ADJ UNCH    2 0
 QB0053
 QB0053.Superseded values are not recommended for survey control.
 QB0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0053.See file dsdata.txt to determine how the superseded data were derived.
 QB0053
 QB0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK659758(NAD 83)
 QB0053_MARKER: DB = BENCH MARK DISK
 QB0053_SETTING: 80 = SET IN A BOULDER
 QB0053_SP_SET: BOULDER
 QB0053_STAMPING: H 137 1935
 QB0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0053+STABILITY: SURFACE MOTION
 QB0053
 QB0053  HISTORY     - Date     Condition        Report By
 QB0053  HISTORY     - 1935     MONUMENTED       CGS
 QB0053  HISTORY     - 1973     MARK NOT FOUND   NGS
 QB0053
 QB0053                          STATION DESCRIPTION
 QB0053
 QB0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0053'6.7 MI E FROM MEADOWS.
 QB0053'ABOUT 6.7 MILES EAST ALONG STATE HIGHWAY 15 FROM THE PUBLIC SCHOOL AT
 QB0053'MEADOWS, ADAMS COUNTY, ABOUT 0.1 MILE NORTHWEST OF A NORTHEAST CURVE,
 QB0053'ABOUT 110 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A FARM ROAD
 QB0053'LEADING SOUTH, AT THE CENTER OF A SMALL CUT, 61 FEET SOUTHWEST OF THE
 QB0053'CENTER LINE OF THE HIGHWAY, 44 FEET SOUTHWEST OF A WHITE POST MARKED
 QB0053'3, 24.5 FEET NORTHEAST OF THE PROPERTY LINE FENCE, IN THE TOP OF A
 QB0053'GRANITE BOULDER, AND ABOUT 1-1/2 FEET ABOVE GROUND.  A STANDARD DISK,
 QB0053'STAMPED H 137 1935.
 QB0053
 QB0053                          STATION RECOVERY (1973)
 QB0053
 QB0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QB0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0553 ***********************************************************************
 QA0553  DESIGNATION -  H 138
 QA0553  PID         -  QA0553
 QA0553  STATE/COUNTY-  ID/VALLEY
 QA0553  USGS QUAD   -  LANDMARK (1988)
 QA0553
 QA0553                         *CURRENT SURVEY CONTROL
 QA0553  ___________________________________________________________________
 QA0553* NAD 83(1986)-  44 39 06.     (N)    115 34 02.     (W)     SCALED    
 QA0553* NAVD 88     -      2069.517  (meters)    6789.74   (feet)  ADJUSTED  
 QA0553  ___________________________________________________________________
 QA0553  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 QA0553  DYNAMIC HT  -        2068.278 (meters)    6785.68  (feet)  COMP
 QA0553  MODELED GRAV-     979,945.0   (mgal)                       NAVD 88
 QA0553
 QA0553  VERT ORDER  -  SECOND    CLASS 0
 QA0553
 QA0553.The horizontal coordinates were scaled from a topographic map and have
 QA0553.an estimated accuracy of +/- 6 seconds.
 QA0553
 QA0553.The orthometric height was determined by differential leveling
 QA0553.and adjusted by the National Geodetic Survey in June 1991..
 QA0553
 QA0553.The geoid height was determined by GEOID03.
 QA0553
 QA0553.The dynamic height is computed by dividing the NAVD 88
 QA0553.geopotential number by the normal gravity value computed on the
 QA0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0553.degrees latitude (g = 980.6199 gals.).
 QA0553
 QA0553.The modeled gravity was interpolated from observed gravity values.
 QA0553
 QA0553;                    North         East    Units  Estimated Accuracy
 QA0553;SPC ID W     -   331,620.      814,500.      MT  (+/- 180 meters Scaled)
 QA0553
 QA0553                          SUPERSEDED SURVEY CONTROL
 QA0553
 QA0553  NGVD 29 (??/??/92) 2068.133  (m)         6785.20   (f) ADJ UNCH    2 0
 QA0553
 QA0553.Superseded values are not recommended for survey control.
 QA0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0553.See file dsdata.txt to determine how the superseded data were derived.
 QA0553
 QA0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK136452(NAD 83)
 QA0553_MARKER: DB = BENCH MARK DISK
 QA0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0553_STAMPING: H 138 1935
 QA0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0553+STABILITY: SURFACE MOTION
 QA0553
 QA0553  HISTORY     - Date     Condition        Report By
 QA0553  HISTORY     - 1935     MONUMENTED       CGS
 QA0553  HISTORY     - 1947     GOOD             NGS
 QA0553
 QA0553                          STATION DESCRIPTION
 QA0553
 QA0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0553'1.5 MI W FROM LANDMARK.
 QA0553'1.5 MILES WEST ALONG THE KNOX ROAD FROM THE RANGER STATION AT
 QA0553'LANDMARK, VALLEY COUNTY, ABOUT 1.2 MILES EAST OF WARM LAKE SUMMIT,
 QA0553'ABOUT 110 FEET SOUTHWEST OF A WHITE POST MARKED 51, 49.5 FEET
 QA0553'SOUTHWEST OF THE WEST END OF A PIPE CULVERT, 23.0 FEET NORTHWEST OF
 QA0553'THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROADWAY.
 QA0553'A STANDARD DISK, STAMPED H 138 1935 AND SET IN THE TOP OF A CONCRETE
 QA0553'POST.
 QA0553
 QA0553                          STATION RECOVERY (1947)
 QA0553
 QA0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 QA0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0078 ***********************************************************************
 QB0078  DESIGNATION -  H 139
 QB0078  PID         -  QB0078
 QB0078  STATE/COUNTY-  ID/VALLEY
 QB0078  USGS QUAD   -  CASCADE (1985)
 QB0078
 QB0078                         *CURRENT SURVEY CONTROL
 QB0078  ___________________________________________________________________
 QB0078* NAD 83(1986)-  44 36 52.     (N)    116 04 36.     (W)     SCALED    
 QB0078* NAVD 88     -      1468.626  (meters)    4818.32   (feet)  ADJUSTED  
 QB0078  ___________________________________________________________________
 QB0078  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 QB0078  DYNAMIC HT  -        1467.952 (meters)    4816.11  (feet)  COMP
 QB0078  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 QB0078
 QB0078  VERT ORDER  -  SECOND    CLASS 0
 QB0078
 QB0078.The horizontal coordinates were scaled from a topographic map and have
 QB0078.an estimated accuracy of +/- 6 seconds.
 QB0078
 QB0078.The orthometric height was determined by differential leveling
 QB0078.and adjusted by the National Geodetic Survey in June 1991..
 QB0078
 QB0078.The geoid height was determined by GEOID03.
 QB0078
 QB0078.The dynamic height is computed by dividing the NAVD 88
 QB0078.geopotential number by the normal gravity value computed on the
 QB0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0078.degrees latitude (g = 980.6199 gals.).
 QB0078
 QB0078.The modeled gravity was interpolated from observed gravity values.
 QB0078
 QB0078;                    North         East    Units  Estimated Accuracy
 QB0078;SPC ID W     -   327,520.      774,070.      MT  (+/- 180 meters Scaled)
 QB0078
 QB0078                          SUPERSEDED SURVEY CONTROL
 QB0078
 QB0078  NGVD 29 (??/??/92) 1467.513  (m)         4814.67   (f) ADJ UNCH    2 0
 QB0078
 QB0078.Superseded values are not recommended for survey control.
 QB0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0078.See file dsdata.txt to determine how the superseded data were derived.
 QB0078
 QB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK732405(NAD 83)
 QB0078_MARKER: DB = BENCH MARK DISK
 QB0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0078_STAMPING: H 139 1935
 QB0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0078+STABILITY: SURFACE MOTION
 QB0078
 QB0078  HISTORY     - Date     Condition        Report By
 QB0078  HISTORY     - 1935     MONUMENTED       CGS
 QB0078
 QB0078                          STATION DESCRIPTION
 QB0078
 QB0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0078'8.0 MI N FROM CASCADE.
 QB0078'ABOUT 8.0 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 QB0078'SCHOOL AT CASCADE, VALLEY COUNTY, ABOUT 200 FEET NORTH OF MILEPOST
 QB0078'107, ABOUT 57 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 49.5
 QB0078'FEET EAST OF THE CENTER LINE OF THE TRACK, 10 FEET SOUTH OF THE CROSS
 QB0078'FENCE, AND 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 QB0078'STAMPED H 139 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0416 ***********************************************************************
 PZ0416  DESIGNATION -  H 14
 PZ0416  PID         -  PZ0416
 PZ0416  STATE/COUNTY-  ID/BUTTE
 PZ0416  USGS QUAD   -  MULKEY BAR (1987)
 PZ0416
 PZ0416                         *CURRENT SURVEY CONTROL
 PZ0416  ___________________________________________________________________
 PZ0416* NAD 83(1986)-  44 14 12.     (N)    113 22 31.     (W)     SCALED    
 PZ0416* NAVD 88     -      1901.678  (meters)    6239.09   (feet)  ADJUSTED  
 PZ0416  ___________________________________________________________________
 PZ0416  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 PZ0416  DYNAMIC HT  -        1900.524 (meters)    6235.30  (feet)  COMP
 PZ0416  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 PZ0416
 PZ0416  VERT ORDER  -  SECOND    CLASS 0
 PZ0416
 PZ0416.The horizontal coordinates were scaled from a topographic map and have
 PZ0416.an estimated accuracy of +/- 6 seconds.
 PZ0416
 PZ0416.The orthometric height was determined by differential leveling
 PZ0416.and adjusted by the National Geodetic Survey in June 1991..
 PZ0416
 PZ0416.The geoid height was determined by GEOID03.
 PZ0416
 PZ0416.The dynamic height is computed by dividing the NAVD 88
 PZ0416.geopotential number by the normal gravity value computed on the
 PZ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0416.degrees latitude (g = 980.6199 gals.).
 PZ0416
 PZ0416.The modeled gravity was interpolated from observed gravity values.
 PZ0416
 PZ0416;                    North         East    Units  Estimated Accuracy
 PZ0416;SPC ID C     -   285,680.      549,900.      MT  (+/- 180 meters Scaled)
 PZ0416
 PZ0416                          SUPERSEDED SURVEY CONTROL
 PZ0416
 PZ0416  NGVD 29 (??/??/92) 1900.335  (m)         6234.68   (f) ADJ UNCH    2 0
 PZ0416
 PZ0416.Superseded values are not recommended for survey control.
 PZ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0416.See file dsdata.txt to determine how the superseded data were derived.
 PZ0416
 PZ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ103009(NAD 83)
 PZ0416_MARKER: DD = SURVEY DISK
 PZ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0416_STAMPING: H 14 1932
 PZ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0416+STABILITY: SURFACE MOTION
 PZ0416
 PZ0416  HISTORY     - Date     Condition        Report By
 PZ0416  HISTORY     - 1932     MONUMENTED       USGS
 PZ0416  HISTORY     - 1948     GOOD             NGS
 PZ0416
 PZ0416                          STATION DESCRIPTION
 PZ0416
 PZ0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0416'9.5 MI NW FROM CLYDE.
 PZ0416'9.5 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL HOUSE AT
 PZ0416'CLYDE, 0.2 MILE NORTHWEST OF THE Y INTERSECTION OF THE PAHSIMEROI ROAD
 PZ0416'AND A DIRT ROAD LEADING TO THE FAIRVIEW GUARD STATION, ABOUT 65 YARDS
 PZ0416'NORTH OF THE CENTER LINE OF THE PAHSIMEROI ROAD, 21.0 FEET NORTHWEST
 PZ0416'OF THE CENTER LINE OF THE DIRT ROAD, 3.0 FEET WEST OF A WITNESS POST,
 PZ0416'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0195 ***********************************************************************
 OH0195  DESIGNATION -  H 14
 OH0195  PID         -  OH0195
 OH0195  STATE/COUNTY-  ID/BOISE
 OH0195  USGS QUAD   -  HORSESHOE BEND (1976)
 OH0195
 OH0195                         *CURRENT SURVEY CONTROL
 OH0195  ___________________________________________________________________
 OH0195* NAD 83(1986)-  43 54 05.     (N)    116 14 10.     (W)     SCALED    
 OH0195* NAVD 88     -       787.057  (meters)    2582.20   (feet)  ADJUSTED  
 OH0195  ___________________________________________________________________
 OH0195  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 OH0195  DYNAMIC HT  -         786.768 (meters)    2581.25  (feet)  COMP
 OH0195  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 OH0195
 OH0195  VERT ORDER  -  SECOND    CLASS 0
 OH0195
 OH0195.The horizontal coordinates were scaled from a topographic map and have
 OH0195.an estimated accuracy of +/- 6 seconds.
 OH0195
 OH0195.The orthometric height was determined by differential leveling
 OH0195.and adjusted by the National Geodetic Survey in June 1991..
 OH0195
 OH0195.The geoid height was determined by GEOID03.
 OH0195
 OH0195.The dynamic height is computed by dividing the NAVD 88
 OH0195.geopotential number by the normal gravity value computed on the
 OH0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0195.degrees latitude (g = 980.6199 gals.).
 OH0195
 OH0195.The modeled gravity was interpolated from observed gravity values.
 OH0195
 OH0195;                    North         East    Units  Estimated Accuracy
 OH0195;SPC ID W     -   248,350.      760,950.      MT  (+/- 180 meters Scaled)
 OH0195
 OH0195                          SUPERSEDED SURVEY CONTROL
 OH0195
 OH0195  NGVD 29 (??/??/92)  786.066  (m)         2578.95   (f) ADJ UNCH    2 0
 OH0195
 OH0195.Superseded values are not recommended for survey control.
 OH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0195.See file dsdata.txt to determine how the superseded data were derived.
 OH0195
 OH0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ613612(NAD 83)
 OH0195_MARKER: DD = SURVEY DISK
 OH0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0195_SP_SET: CULVERT
 OH0195_STAMPING: H 14 1935
 OH0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0195
 OH0195  HISTORY     - Date     Condition        Report By
 OH0195  HISTORY     - 1935     MONUMENTED       USGS
 OH0195
 OH0195                          STATION DESCRIPTION
 OH0195
 OH0195'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 OH0195'2.3 MI W FROM HORSE SHOE BEND.
 OH0195'2.3 MILES WEST ALONG THE OREGON SHORT LINE RAILROAD FROM BRIDGE 49.405
 OH0195'AT HORSE SHOE BEND, BOISE COUNTY, 80 FEET NORTH OF THE CENTERLINE OF
 OH0195'STATE HIGHWAY 16, 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND IN
 OH0195'THE TOP OF THE CENTER OF THE CONCRETE HEADWALL OF CULVERT 47.11. A U.
 OH0195'S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 14 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0027 ***********************************************************************
 OH0027  DESIGNATION -  H 141
 OH0027  PID         -  OH0027
 OH0027  STATE/COUNTY-  ID/ADA
 OH0027  USGS QUAD   -  MERIDIAN (1971)
 OH0027
 OH0027                         *CURRENT SURVEY CONTROL
 OH0027  ___________________________________________________________________
 OH0027* NAD 83(1986)-  43 36 33.     (N)    116 25 59.     (W)     SCALED    
 OH0027* NAVD 88     -       784.233  (meters)    2572.94   (feet)  ADJUSTED  
 OH0027  ___________________________________________________________________
 OH0027  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 OH0027  DYNAMIC HT  -         783.960 (meters)    2572.04  (feet)  COMP
 OH0027  MODELED GRAV-     980,246.2   (mgal)                       NAVD 88
 OH0027
 OH0027  VERT ORDER  -  FIRST     CLASS II
 OH0027
 OH0027.The horizontal coordinates were scaled from a topographic map and have
 OH0027.an estimated accuracy of +/- 6 seconds.
 OH0027
 OH0027.The orthometric height was determined by differential leveling
 OH0027.and adjusted by the National Geodetic Survey in June 1991..
 OH0027
 OH0027.The geoid height was determined by GEOID03.
 OH0027
 OH0027.The dynamic height is computed by dividing the NAVD 88
 OH0027.geopotential number by the normal gravity value computed on the
 OH0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0027.degrees latitude (g = 980.6199 gals.).
 OH0027
 OH0027.The modeled gravity was interpolated from observed gravity values.
 OH0027
 OH0027;                    North         East    Units  Estimated Accuracy
 OH0027;SPC ID W     -   216,000.      744,860.      MT  (+/- 180 meters Scaled)
 OH0027
 OH0027                          SUPERSEDED SURVEY CONTROL
 OH0027
 OH0027  NGVD 29 (??/??/92)  783.292  (m)         2569.85   (f) ADJ UNCH    1 2
 OH0027
 OH0027.Superseded values are not recommended for survey control.
 OH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0027.See file dsdata.txt to determine how the superseded data were derived.
 OH0027
 OH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ457286(NAD 83)
 OH0027_MARKER: DB = BENCH MARK DISK
 OH0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0027_SP_SET: CULVERT
 OH0027_STAMPING: H 141 1935
 OH0027_MARK LOGO: CGS   
 OH0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0027+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 OH0027
 OH0027  HISTORY     - Date     Condition        Report By
 OH0027  HISTORY     - 1935     MONUMENTED       CGS
 OH0027  HISTORY     - 1936     GOOD             NGS
 OH0027  HISTORY     - 1979     GOOD             NGS
 OH0027  HISTORY     - 1983     GOOD             NGS
 OH0027  HISTORY     - 20000919 GOOD             ORBITE
 OH0027
 OH0027                          STATION DESCRIPTION
 OH0027
 OH0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OH0027'2.5 MI W FROM MERIDIAN.
 OH0027'2.5 MILE WEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION AT
 OH0027'MERIDIAN, ADA COUNTY, 0.4 MILE EAST OF MILEPOST B 460, 34.5 FEET EAST
 OH0027'OF THE CENTERLINE OF A NORTH-AND-SOUTH GRAVEL ROAD, 25.3 FEET SOUTH OF
 OH0027'THE CENTERLINE OF THE TRACK, AND IN THE TOP OF THE CENTER OF THE
 OH0027'CONCRETE HEADWALL OF IRRIGATION SIPHON B 459+57.  A STANDARD DISK,
 OH0027'STAMPED H 141 1935.
 OH0027
 OH0027                          STATION RECOVERY (1979)
 OH0027
 OH0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0027'RECOVERED IN GOOD CONDITION.
 OH0027
 OH0027                          STATION RECOVERY (1983)
 OH0027
 OH0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0027'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.9 KM
 OH0027'(7.4 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN NAMPA,
 OH0027'THENCE 0.5 KM (0.3 MI) NORTH ALONG TEN MILE ROAD, IN TOP OF A CONCRETE
 OH0027'HEADWALL FOR AN IRRIGATION CANAL AT THE SOUTHEAST CORNER OF A RAILROAD
 OH0027'CROSSING, 11.0 METERS (36 FT) EAST OF THE CENTER OF TEN MILE ROAD,
 OH0027'25.0 METERS (82 FT) NORTH OF AN IRON FENCE CORNER POST AND 7.0 METERS
 OH0027'(23 FT) SOUTH OF THE SOUTH RAIL.
 OH0027'THE MARK IS 0.3 M ABOVE THE TRACKS.
 OH0027
 OH0027                          STATION RECOVERY (2000)
 OH0027
 OH0027'RECOVERY NOTE BY ORBITECH INC 2000 (SHG)
 OH0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0065 ***********************************************************************
 OH0065  DESIGNATION -  H 142
 OH0065  PID         -  OH0065
 OH0065  STATE/COUNTY-  ID/ADA
 OH0065  USGS QUAD   -  LUCKY PEAK (1972)
 OH0065
 OH0065                         *CURRENT SURVEY CONTROL
 OH0065  ___________________________________________________________________
 OH0065* NAD 83(1986)-  43 33 20.     (N)    116 02 37.     (W)     SCALED    
 OH0065* NAVD 88     -       871.112  (meters)    2857.97   (feet)  ADJUSTED  
 OH0065  ___________________________________________________________________
 OH0065  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 OH0065  DYNAMIC HT  -         870.742 (meters)    2856.76  (feet)  COMP
 OH0065  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 OH0065
 OH0065  VERT ORDER  -  SECOND    CLASS 0
 OH0065
 OH0065.The horizontal coordinates were scaled from a topographic map and have
 OH0065.an estimated accuracy of +/- 6 seconds.
 OH0065
 OH0065.The orthometric height was determined by differential leveling
 OH0065.and adjusted by the National Geodetic Survey in June 1991..
 OH0065
 OH0065.The geoid height was determined by GEOID03.
 OH0065
 OH0065.The dynamic height is computed by dividing the NAVD 88
 OH0065.geopotential number by the normal gravity value computed on the
 OH0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0065.degrees latitude (g = 980.6199 gals.).
 OH0065
 OH0065.The modeled gravity was interpolated from observed gravity values.
 OH0065
 OH0065;                    North         East    Units  Estimated Accuracy
 OH0065;SPC ID W     -   209,860.      776,280.      MT  (+/- 180 meters Scaled)
 OH0065
 OH0065                          SUPERSEDED SURVEY CONTROL
 OH0065
 OH0065  NGVD 29 (??/??/92)  870.113  (m)         2854.70   (f) ADJ UNCH    2 0
 OH0065
 OH0065.Superseded values are not recommended for survey control.
 OH0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0065.See file dsdata.txt to determine how the superseded data were derived.
 OH0065
 OH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ772229(NAD 83)
 OH0065_MARKER: DB = BENCH MARK DISK
 OH0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0065_STAMPING: H-142 1935
 OH0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0065+STABILITY: SURFACE MOTION
 OH0065
 OH0065  HISTORY     - Date     Condition        Report By
 OH0065  HISTORY     - 1935     MONUMENTED       CGS
 OH0065  HISTORY     - 1971     MARK NOT FOUND   NGS
 OH0065
 OH0065                          STATION DESCRIPTION
 OH0065
 OH0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0065'13.3 MI E FROM BOISE.
 OH0065'13.3 MILES EAST OF, ALONG ST. HWY. NO. 21, FROM U.S. POST OFFICE. 1.6
 OH0065'MILES NORTHEAST OF FARM HOUSE.  375 FEET SOUTHWEST OF CONCRETE CULVERT
 OH0065'UNDER HIGHWAY.  43 FEET SOUTHWEST OF TELEPHONE POLE WITH GUIDE WIRE.
 OH0065'38.5 FEET SOUTHEAST OF CENTERLINE OF ST. HWY. NO. 21. TABLET SET IN
 OH0065'PRECAST CONCRETE POST SET ON OUTSIDE OF HIGHWAY CURVE. TABLET SET IN
 OH0065'PRECAST CONCRETE POST.
 OH0065
 OH0065                          STATION RECOVERY (1971)
 OH0065
 OH0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OH0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0274 ***********************************************************************
 RZ0274  DESIGNATION -  H 143
 RZ0274  PID         -  RZ0274
 RZ0274  STATE/COUNTY-  ID/NEZ PERCE
 RZ0274  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0274
 RZ0274                         *CURRENT SURVEY CONTROL
 RZ0274  ___________________________________________________________________
 RZ0274* NAD 83(1986)-  46 01 50.     (N)    116 55 49.     (W)     SCALED    
 RZ0274* NAVD 88     -       259.127  (meters)     850.15   (feet)  ADJUSTED  
 RZ0274  ___________________________________________________________________
 RZ0274  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 RZ0274  DYNAMIC HT  -         259.078 (meters)     849.99  (feet)  COMP
 RZ0274  MODELED GRAV-     980,423.2   (mgal)                       NAVD 88
 RZ0274
 RZ0274  VERT ORDER  -  FIRST     CLASS II
 RZ0274
 RZ0274.The horizontal coordinates were scaled from a topographic map and have
 RZ0274.an estimated accuracy of +/- 6 seconds.
 RZ0274
 RZ0274.The orthometric height was determined by differential leveling
 RZ0274.and adjusted by the National Geodetic Survey in June 1991..
 RZ0274
 RZ0274.The geoid height was determined by GEOID03.
 RZ0274
 RZ0274.The dynamic height is computed by dividing the NAVD 88
 RZ0274.geopotential number by the normal gravity value computed on the
 RZ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0274.degrees latitude (g = 980.6199 gals.).
 RZ0274
 RZ0274.The modeled gravity was interpolated from observed gravity values.
 RZ0274
 RZ0274;                    North         East    Units  Estimated Accuracy
 RZ0274;SPC ID W     -   485,510.      708,630.      MT  (+/- 180 meters Scaled)
 RZ0274
 RZ0274                          SUPERSEDED SURVEY CONTROL
 RZ0274
 RZ0274  NGVD 29 (??/??/92)  258.046  (m)          846.61   (f) ADJ UNCH    1 2
 RZ0274
 RZ0274.Superseded values are not recommended for survey control.
 RZ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0274.See file dsdata.txt to determine how the superseded data were derived.
 RZ0274
 RZ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL053974(NAD 83)
 RZ0274_MARKER: DD = SURVEY DISK
 RZ0274_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0274_SP_SET: ROCK OUTCROP
 RZ0274_STAMPING: H 143 1941 847.0
 RZ0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0274+STABILITY: POSITION/ELEVATION WELL
 RZ0274
 RZ0274  HISTORY     - Date     Condition        Report By
 RZ0274  HISTORY     - 1941     MONUMENTED       DOD
 RZ0274  HISTORY     - 1946     GOOD             NGS
 RZ0274
 RZ0274                          STATION DESCRIPTION
 RZ0274
 RZ0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0274'4.3 MI S FROM ROGERSBURG.
 RZ0274'ABOUT 4.3 MILES SOUTH OF ROGERSBURG, RIGHT BANK OF SNAKE RIVER, ABOUT
 RZ0274'0.4 MILE SOUTH OF HEAD OF WILD GOOSE RAPIDS, BY SMALL COVE ON
 RZ0274'PROMINENT ROCK OUTCROP POINT, 10 FEET ABOVE WATER LEVEL IN ROCK
 RZ0274'OUTCROP.  DISK STAMPED H 143 1941 847.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0672 ***********************************************************************
 OH0672  DESIGNATION -  H 143
 OH0672  PID         -  OH0672
 OH0672  STATE/COUNTY-  ID/CANYON
 OH0672  USGS QUAD   -  MIDDLETON (1971)
 OH0672
 OH0672                         *CURRENT SURVEY CONTROL
 OH0672  ___________________________________________________________________
 OH0672* NAD 83(1986)-  43 41 51.     (N)    116 36 45.     (W)     SCALED    
 OH0672* NAVD 88     -       732.118  (meters)    2401.96   (feet)  ADJUSTED  
 OH0672  ___________________________________________________________________
 OH0672  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 OH0672  DYNAMIC HT  -         731.878 (meters)    2401.17  (feet)  COMP
 OH0672  MODELED GRAV-     980,267.4   (mgal)                       NAVD 88
 OH0672
 OH0672  VERT ORDER  -  SECOND    CLASS I
 OH0672
 OH0672.The horizontal coordinates were scaled from a topographic map and have
 OH0672.an estimated accuracy of +/- 6 seconds.
 OH0672
 OH0672.The orthometric height was determined by differential leveling
 OH0672.and adjusted by the National Geodetic Survey in June 1991..
 OH0672
 OH0672.The geoid height was determined by GEOID03.
 OH0672
 OH0672.The dynamic height is computed by dividing the NAVD 88
 OH0672.geopotential number by the normal gravity value computed on the
 OH0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0672.degrees latitude (g = 980.6199 gals.).
 OH0672
 OH0672.The modeled gravity was interpolated from observed gravity values.
 OH0672
 OH0672;                    North         East    Units  Estimated Accuracy
 OH0672;SPC ID W     -   225,950.      730,480.      MT  (+/- 180 meters Scaled)
 OH0672
 OH0672                          SUPERSEDED SURVEY CONTROL
 OH0672
 OH0672  NGVD 29 (??/??/92)  731.185  (m)         2398.90   (f) ADJ UNCH    2 0
 OH0672
 OH0672.Superseded values are not recommended for survey control.
 OH0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0672.See file dsdata.txt to determine how the superseded data were derived.
 OH0672
 OH0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ312383(NAD 83)
 OH0672_MARKER: DB = BENCH MARK DISK
 OH0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0672_SP_SET: LARGE BRIDGE PIER
 OH0672_STAMPING: H 143 1935
 OH0672_MARK LOGO: CGS   
 OH0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0672+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2003
 OH0672
 OH0672  HISTORY     - Date     Condition        Report By
 OH0672  HISTORY     - 1935     MONUMENTED       CGS
 OH0672  HISTORY     - 1970     GOOD             NGS
 OH0672  HISTORY     - 1983     GOOD             NGS
 OH0672  HISTORY     - 20031219 GOOD             NGS
 OH0672
 OH0672                          STATION DESCRIPTION
 OH0672
 OH0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0672'0.6 MI S FROM MIDDLETON.
 OH0672'ON THE RAILROAD, AT THE NORTH END OF A TRESTLE OVER THE BOISE RIVER,
 OH0672'CEMENTED IN A DRILL HOLE IN THE PIER AT THE NORTH END OF THE TRESTLE,
 OH0672'95 FEET EAST OF THE CENTER OF A MACADAM ROAD, 5.5 FEET WEST OF THE
 OH0672'NEAREST RAIL, AND 4 FEET LOWER THAN THE TRACKS.  THE LETTERS BM WERE
 OH0672'PAINTED ON THE PIER.
 OH0672
 OH0672                          STATION RECOVERY (1983)
 OH0672
 OH0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0672'RECOVERED IN GOOD CONDITION.
 OH0672
 OH0672                          STATION RECOVERY (2003)
 OH0672
 OH0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (CLS)
 OH0672'THE STATION IS LOCATED ABOUT 1.0 KM (0.65 MI) SOUTH OF MIDDLETON, IN
 OH0672'THE NORTHWEST ROUND CONCRETE PIER SUPPORTING THE ABANDONED RAILROAD
 OH0672'BRIDGE OVER THE BOISE RIVER AND AT THE SOUTH END OF AN ASPHALT, OLD
 OH0672'RAILROAD BED, CITY WALKING TRAIL. OWNERSHIP -- CITY OF MIDDLETON.
 OH0672'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND
 OH0672'MIDDLETON ROAD SOUTH IN MIDDLETON, GO SOUTH ON MIDDLETON ROAD FOR 1.0
 OH0672'KM (0.65 MI) TO THE STATION ON THE LEFT JUST BEFORE CROSSING THE
 OH0672'BOISE RIVER BRIDGE.  THE STATION IS A STANDARD CGS BENCH MARK DISK
 OH0672'SET IN TOP OF THE LARGE ROUND CONCRETE PIER AND AT THE BOTTOM OF THE
 OH0672'NORTH FACE OF THE STEEL GIRDER RAILROAD BRIDGE.  IT IS ABOUT 1.2 M
 OH0672'(4.0 FT) BELOW THE TOP OF THE TRAIL (OLD RAILROAD BED).  NOTE --
 OH0672'RAILROAD HAS BEEN ABANDONED BUT CONCRETE PIER AT THE NORTH END OF THE
 OH0672'TRAIN TRESSEL OVER THE BOISE RIVER WITH BENCH MARK DISK IS STILL
 OH0672'INTACT AND SHOULD SURVIVE CURRENT MIDDLETON ROAD BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0668 ***********************************************************************
 OZ0668  DESIGNATION -  H 144
 OZ0668  PID         -  OZ0668
 OZ0668  STATE/COUNTY-  ID/BOISE
 OZ0668  USGS QUAD   -  DUNNIGAN CREEK (1969)
 OZ0668
 OZ0668                         *CURRENT SURVEY CONTROL
 OZ0668  ___________________________________________________________________
 OZ0668* NAD 83(1986)-  43 43 36.     (N)    115 56 44.     (W)     SCALED    
 OZ0668* NAVD 88     -      1068.300  (meters)    3504.91   (feet)  ADJUSTED  
 OZ0668  ___________________________________________________________________
 OZ0668  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 OZ0668  DYNAMIC HT  -        1067.842 (meters)    3503.41  (feet)  COMP
 OZ0668  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 OZ0668
 OZ0668  VERT ORDER  -  SECOND    CLASS 0
 OZ0668
 OZ0668.The horizontal coordinates were scaled from a topographic map and have
 OZ0668.an estimated accuracy of +/- 6 seconds.
 OZ0668
 OZ0668.The orthometric height was determined by differential leveling
 OZ0668.and adjusted by the National Geodetic Survey in June 1991..
 OZ0668
 OZ0668.The geoid height was determined by GEOID03.
 OZ0668
 OZ0668.The dynamic height is computed by dividing the NAVD 88
 OZ0668.geopotential number by the normal gravity value computed on the
 OZ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0668.degrees latitude (g = 980.6199 gals.).
 OZ0668
 OZ0668.The modeled gravity was interpolated from observed gravity values.
 OZ0668
 OZ0668;                    North         East    Units  Estimated Accuracy
 OZ0668;SPC ID W     -   228,840.      784,240.      MT  (+/- 180 meters Scaled)
 OZ0668
 OZ0668                          SUPERSEDED SURVEY CONTROL
 OZ0668
 OZ0668  NGVD 29 (??/??/92) 1067.281  (m)         3501.57   (f) ADJ UNCH    2 0
 OZ0668
 OZ0668.Superseded values are not recommended for survey control.
 OZ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0668.See file dsdata.txt to determine how the superseded data were derived.
 OZ0668
 OZ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ849420(NAD 83)
 OZ0668_MARKER: DB = BENCH MARK DISK
 OZ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0668_STAMPING: H 144 1935
 OZ0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0668+STABILITY: SURFACE MOTION
 OZ0668
 OZ0668  HISTORY     - Date     Condition        Report By
 OZ0668  HISTORY     - 1935     MONUMENTED       CGS
 OZ0668  HISTORY     - 1969     MARK NOT FOUND   USGS
 OZ0668
 OZ0668                          STATION DESCRIPTION
 OZ0668
 OZ0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0668'10.9 MI SW FROM IDAHO CITY.
 OZ0668'10.9 MILE SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0668'AT IDAHO CITY, BOISE COUNTY, 0.3 MILE NORTHEAST OF THE R.D. SWAN RANCH
 OZ0668'HOUSE, OPPOSITE A CURVE, 52 FEET EAST OF THE SOUTHEAST END OF A
 OZ0668'CULVERT, 40 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 8.5
 OZ0668'FEET SOUTHEAST OF THE FENCE.  A STANDARD DISK, STAMPED H 144 1935 AND
 OZ0668'SET IN THE TOP OF A CONCRETE POST.
 OZ0668
 OZ0668                          STATION RECOVERY (1969)
 OZ0668
 OZ0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OZ0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0698 ***********************************************************************
 OZ0698  DESIGNATION -  H 145
 OZ0698  PID         -  OZ0698
 OZ0698  STATE/COUNTY-  ID/BOISE
 OZ0698  USGS QUAD   -  SUNSET MTN (1972)
 OZ0698
 OZ0698                         *CURRENT SURVEY CONTROL
 OZ0698  ___________________________________________________________________
 OZ0698* NAD 83(1986)-  43 56 23.     (N)    115 39 13.     (W)     SCALED    
 OZ0698* NAVD 88     -      1739.349  (meters)    5706.51   (feet)  ADJUSTED  
 OZ0698  ___________________________________________________________________
 OZ0698  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 OZ0698  DYNAMIC HT  -        1738.292 (meters)    5703.05  (feet)  COMP
 OZ0698  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 OZ0698
 OZ0698  VERT ORDER  -  SECOND    CLASS 0
 OZ0698
 OZ0698.The horizontal coordinates were scaled from a topographic map and have
 OZ0698.an estimated accuracy of +/- 6 seconds.
 OZ0698
 OZ0698.The orthometric height was determined by differential leveling
 OZ0698.and adjusted by the National Geodetic Survey in June 1991..
 OZ0698
 OZ0698.The geoid height was determined by GEOID03.
 OZ0698
 OZ0698.The dynamic height is computed by dividing the NAVD 88
 OZ0698.geopotential number by the normal gravity value computed on the
 OZ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0698.degrees latitude (g = 980.6199 gals.).
 OZ0698
 OZ0698.The modeled gravity was interpolated from observed gravity values.
 OZ0698
 OZ0698;                    North         East    Units  Estimated Accuracy
 OZ0698;SPC ID W     -   252,500.      807,740.      MT  (+/- 180 meters Scaled)
 OZ0698
 OZ0698                          SUPERSEDED SURVEY CONTROL
 OZ0698
 OZ0698  NGVD 29 (??/??/92) 1738.057  (m)         5702.28   (f) ADJ UNCH    2 0
 OZ0698
 OZ0698.Superseded values are not recommended for survey control.
 OZ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0698.See file dsdata.txt to determine how the superseded data were derived.
 OZ0698
 OZ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ080660(NAD 83)
 OZ0698_MARKER: DB = BENCH MARK DISK
 OZ0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0698_STAMPING: H 145 1935
 OZ0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0698+STABILITY: SURFACE MOTION
 OZ0698
 OZ0698  HISTORY     - Date     Condition        Report By
 OZ0698  HISTORY     - 1935     MONUMENTED       CGS
 OZ0698  HISTORY     - 1972     MARK NOT FOUND   USGS
 OZ0698
 OZ0698                          STATION DESCRIPTION
 OZ0698
 OZ0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0698'14.9 MI NE FROM IDAHO CITY.
 OZ0698'14.9 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0698'AT IDAHO CITY, BOISE COUNTY, 1.6 MILES NORTH OF MOORES CREEK SUMMIT,
 OZ0698'42 YARDS SOUTH OF A CONCRETE CULVERT, 49 FEET WEST OF THE CENTERLINE
 OZ0698'OF THE HIGHWAY, AND 38 FEET NORTH OF THE NORTH END OF A CUT. A
 OZ0698'STANDARD DISK, STAMPED H 145 1935 AND SET IN THE TOP OF A CONCRETE
 OZ0698'POST.
 OZ0698
 OZ0698                          STATION RECOVERY (1972)
 OZ0698
 OZ0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OZ0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0134 ***********************************************************************
 QB0134  DESIGNATION -  H 146
 QB0134  PID         -  QB0134
 QB0134  STATE/COUNTY-  ID/GEM
 QB0134  USGS QUAD   -  OLA (1970)
 QB0134
 QB0134                         *CURRENT SURVEY CONTROL
 QB0134  ___________________________________________________________________
 QB0134* NAD 83(1986)-  44 14 42.     (N)    116 18 18.     (W)     SCALED    
 QB0134* NAVD 88     -       952.559  (meters)    3125.19   (feet)  ADJUSTED  
 QB0134  ___________________________________________________________________
 QB0134  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 QB0134  DYNAMIC HT  -         952.196 (meters)    3124.00  (feet)  COMP
 QB0134  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 QB0134
 QB0134  VERT ORDER  -  SECOND    CLASS 0
 QB0134
 QB0134.The horizontal coordinates were scaled from a topographic map and have
 QB0134.an estimated accuracy of +/- 6 seconds.
 QB0134
 QB0134.The orthometric height was determined by differential leveling
 QB0134.and adjusted by the National Geodetic Survey in June 1991..
 QB0134
 QB0134.The geoid height was determined by GEOID03.
 QB0134
 QB0134.The dynamic height is computed by dividing the NAVD 88
 QB0134.geopotential number by the normal gravity value computed on the
 QB0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0134.degrees latitude (g = 980.6199 gals.).
 QB0134
 QB0134.The modeled gravity was interpolated from observed gravity values.
 QB0134
 QB0134;                    North         East    Units  Estimated Accuracy
 QB0134;SPC ID W     -   286,560.      755,670.      MT  (+/- 180 meters Scaled)
 QB0134
 QB0134                          SUPERSEDED SURVEY CONTROL
 QB0134
 QB0134  NGVD 29 (??/??/92)  951.472  (m)         3121.62   (f) ADJ UNCH    2 0
 QB0134
 QB0134.Superseded values are not recommended for survey control.
 QB0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0134.See file dsdata.txt to determine how the superseded data were derived.
 QB0134
 QB0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ554993(NAD 83)
 QB0134_MARKER: DB = BENCH MARK DISK
 QB0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0134_STAMPING: H 146 1935
 QB0134_MARK LOGO: CGS   
 QB0134_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0134+STABILITY: SURFACE MOTION
 QB0134
 QB0134  HISTORY     - Date     Condition        Report By
 QB0134  HISTORY     - 1935     MONUMENTED       CGS
 QB0134  HISTORY     - 1970     GOOD             USGS
 QB0134  HISTORY     - 19990525 GOOD             IDTD
 QB0134
 QB0134                          STATION DESCRIPTION
 QB0134
 QB0134'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QB0134'5.3 MI N FROM OLA.
 QB0134'5.3 MILES NORTH ALONG THE CRANE CREEK ROAD FROM THE JUNCTION OF THE
 QB0134'SMITHS FERRY ROAD AT OLA, 0.1 MILE WEST OF THE JUNCTION OF THE SECOND
 QB0134'FORK ROAD, 59 FEET SOUTH OF A STEEL CULVERT, 36 FEET SOUTHWEST OF THE
 QB0134'CENTER LINE OF THE ROAD, 3 FEET EAST OF THE PROPERTY FENCE LINE AND 6
 QB0134'FEET HIGHER THAN THE ROADWAY.  PROJECTING 0.3 FOOT, AND SET IN THE TOP
 QB0134'OF A CONCRETE POST.
 QB0134
 QB0134                          STATION RECOVERY (1999)
 QB0134
 QB0134'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 QB0134'MARK WAS RECOVERED IN GOOD CONDITION AND IS SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0522 ***********************************************************************
 OH0522  DESIGNATION -  H 148
 OH0522  PID         -  OH0522
 OH0522  STATE/COUNTY-  ID/PAYETTE
 OH0522  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH0522
 OH0522                         *CURRENT SURVEY CONTROL
 OH0522  ___________________________________________________________________
 OH0522* NAD 83(1986)-  43 58 31.     (N)    116 47 40.     (W)     SCALED    
 OH0522* NAVD 88     -       683.350  (meters)    2241.96   (feet)  ADJUSTED  
 OH0522  ___________________________________________________________________
 OH0522  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 OH0522  DYNAMIC HT  -         683.140 (meters)    2241.27  (feet)  COMP
 OH0522  MODELED GRAV-     980,290.7   (mgal)                       NAVD 88
 OH0522
 OH0522  VERT ORDER  -  SECOND    CLASS 0
 OH0522
 OH0522.The horizontal coordinates were scaled from a topographic map and have
 OH0522.an estimated accuracy of +/- 6 seconds.
 OH0522
 OH0522.The orthometric height was determined by differential leveling
 OH0522.and adjusted by the National Geodetic Survey in June 1991..
 OH0522
 OH0522.The geoid height was determined by GEOID03.
 OH0522
 OH0522.The dynamic height is computed by dividing the NAVD 88
 OH0522.geopotential number by the normal gravity value computed on the
 OH0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0522.degrees latitude (g = 980.6199 gals.).
 OH0522
 OH0522.The modeled gravity was interpolated from observed gravity values.
 OH0522
 OH0522;                    North         East    Units  Estimated Accuracy
 OH0522;SPC ID W     -   256,980.      716,200.      MT  (+/- 180 meters Scaled)
 OH0522
 OH0522                          SUPERSEDED SURVEY CONTROL
 OH0522
 OH0522  NGVD 29 (??/??/92)  682.408  (m)         2238.87   (f) ADJ UNCH    2 0
 OH0522
 OH0522.Superseded values are not recommended for survey control.
 OH0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0522.See file dsdata.txt to determine how the superseded data were derived.
 OH0522
 OH0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ164691(NAD 83)
 OH0522_MARKER: DB = BENCH MARK DISK
 OH0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0522_STAMPING: H 148 1935
 OH0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0522+STABILITY: SURFACE MOTION
 OH0522
 OH0522  HISTORY     - Date     Condition        Report By
 OH0522  HISTORY     - 1935     MONUMENTED       CGS
 OH0522  HISTORY     - 1963     MARK NOT FOUND   NGS
 OH0522
 OH0522                          STATION DESCRIPTION
 OH0522
 OH0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0522'7.3 MI SE FROM FRUITLAND.
 OH0522'7.3 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OH0522'STATION AT FRUITLAND, PAYETTE COUNTY, 1.4 MILES EAST OF THE STATION AT
 OH0522'NEW PLYMOUTH, 112 FEET WEST OF CULVERT 12.43, 124 FEET EAST OF SIPHON
 OH0522'12.39, 48.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, 1.5 FEET SOUTH
 OH0522'OF THE RIGHT-OF-WAY FENCE, AND 2 FEET HIGHER THAN THE TRACK. A
 OH0522'STANDARD DISK, STAMPED H 148 1935 AND SET IN THE TOP OF A CONCRETE
 OH0522'POST, 6 INCHES UNDER GROUND.
 OH0522
 OH0522                          STATION RECOVERY (1963)
 OH0522
 OH0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0203 ***********************************************************************
 OH0203  DESIGNATION -  H 149
 OH0203  PID         -  OH0203
 OH0203  STATE/COUNTY-  ID/BOISE
 OH0203  USGS QUAD   -  HORSESHOE BEND (1976)
 OH0203
 OH0203                         *CURRENT SURVEY CONTROL
 OH0203  ___________________________________________________________________
 OH0203* NAD 83(1986)-  43 58 31.     (N)    116 11 31.     (W)     SCALED    
 OH0203* NAVD 88     -       814.641  (meters)    2672.70   (feet)  ADJUSTED  
 OH0203  ___________________________________________________________________
 OH0203  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 OH0203  DYNAMIC HT  -         814.342 (meters)    2671.72  (feet)  COMP
 OH0203  MODELED GRAV-     980,226.2   (mgal)                       NAVD 88
 OH0203
 OH0203  VERT ORDER  -  SECOND    CLASS 0
 OH0203
 OH0203.The horizontal coordinates were scaled from a topographic map and have
 OH0203.an estimated accuracy of +/- 6 seconds.
 OH0203
 OH0203.The orthometric height was determined by differential leveling
 OH0203.and adjusted by the National Geodetic Survey in June 1991..
 OH0203
 OH0203.The geoid height was determined by GEOID03.
 OH0203
 OH0203.The dynamic height is computed by dividing the NAVD 88
 OH0203.geopotential number by the normal gravity value computed on the
 OH0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0203.degrees latitude (g = 980.6199 gals.).
 OH0203
 OH0203.The modeled gravity was interpolated from observed gravity values.
 OH0203
 OH0203;                    North         East    Units  Estimated Accuracy
 OH0203;SPC ID W     -   256,540.      764,540.      MT  (+/- 180 meters Scaled)
 OH0203
 OH0203                          SUPERSEDED SURVEY CONTROL
 OH0203
 OH0203  NGVD 29 (??/??/92)  813.632  (m)         2669.39   (f) ADJ UNCH    2 0
 OH0203
 OH0203.Superseded values are not recommended for survey control.
 OH0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0203.See file dsdata.txt to determine how the superseded data were derived.
 OH0203
 OH0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ648694(NAD 83)
 OH0203_MARKER: DB = BENCH MARK DISK
 OH0203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0203_SP_SET: BRIDGE ABUTMENT
 OH0203_STAMPING: H 149 1935
 OH0203_MARK LOGO: CGS   
 OH0203_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0203
 OH0203  HISTORY     - Date     Condition        Report By
 OH0203  HISTORY     - 1935     MONUMENTED       CGS
 OH0203  HISTORY     - 20001011 GOOD             IDTD
 OH0203
 OH0203                          STATION DESCRIPTION
 OH0203
 OH0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0203'IN GARDENA.
 OH0203'IN GARDENA, BOISE COUNTY, 44 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 OH0203'POST OFFICE, 63 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 15, 12
 OH0203'FEET SOUTH OF THE CENTERLINE OF A STEEL BRIDGE OVER PAYETTE RIVER, AND
 OH0203'IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT.  A STANDARD DISK,
 OH0203'STAMPED H 149 1935.
 OH0203
 OH0203                          STATION RECOVERY (2000)
 OH0203
 OH0203'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 OH0203'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT ALL THAT REMAINS
 OH0203'OF THE POST OFFICE IS THE CONCRETE FOUNDATION AND STATE HIGHWAY 15 IS
 OH0203'NOW STATE HIGHWAY 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0441 ***********************************************************************
 PZ0441  DESIGNATION -  H 15
 PZ0441  PID         -  PZ0441
 PZ0441  STATE/COUNTY-  ID/CUSTER
 PZ0441  USGS QUAD   -  CHILLY BUTTES (1967)
 PZ0441
 PZ0441                         *CURRENT SURVEY CONTROL
 PZ0441  ___________________________________________________________________
 PZ0441* NAD 83(1986)-  44 00 51.     (N)    113 58 20.     (W)     SCALED    
 PZ0441* NAVD 88     -      1993.872  (meters)    6541.56   (feet)  ADJUSTED  
 PZ0441  ___________________________________________________________________
 PZ0441  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 PZ0441  DYNAMIC HT  -        1992.552 (meters)    6537.23  (feet)  COMP
 PZ0441  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 PZ0441
 PZ0441  VERT ORDER  -  FIRST     CLASS II
 PZ0441
 PZ0441.The horizontal coordinates were scaled from a topographic map and have
 PZ0441.an estimated accuracy of +/- 6 seconds.
 PZ0441
 PZ0441.The orthometric height was determined by differential leveling
 PZ0441.and adjusted by the National Geodetic Survey in June 1991..
 PZ0441.WARNING-Repeat measurements at this control monument indicate possible
 PZ0441.vertical movement.
 PZ0441
 PZ0441.The geoid height was determined by GEOID03.
 PZ0441
 PZ0441.The dynamic height is computed by dividing the NAVD 88
 PZ0441.geopotential number by the normal gravity value computed on the
 PZ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0441.degrees latitude (g = 980.6199 gals.).
 PZ0441
 PZ0441.The modeled gravity was interpolated from observed gravity values.
 PZ0441
 PZ0441;                    North         East    Units  Estimated Accuracy
 PZ0441;SPC ID C     -   260,770.      502,230.      MT  (+/- 180 meters Scaled)
 PZ0441
 PZ0441                          SUPERSEDED SURVEY CONTROL
 PZ0441
 PZ0441  NGVD 29 (??/??/92) 1992.630  (m)         6537.49   (f) ADJ UNCH    1 2
 PZ0441
 PZ0441.Superseded values are not recommended for survey control.
 PZ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0441.See file dsdata.txt to determine how the superseded data were derived.
 PZ0441
 PZ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP617777(NAD 83)
 PZ0441_MARKER: DB = BENCH MARK DISK
 PZ0441_SETTING: 80 = SET IN A BOULDER
 PZ0441_SP_SET: BOULDER
 PZ0441_STAMPING: 6537.575 H 15 1933
 PZ0441_MARK LOGO: CGS   
 PZ0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0441+STABILITY: SURFACE MOTION
 PZ0441
 PZ0441  HISTORY     - Date     Condition        Report By
 PZ0441  HISTORY     - 1933     MONUMENTED       CGS
 PZ0441  HISTORY     - 1955     GOOD             NGS
 PZ0441  HISTORY     - 1983     GOOD             NGS
 PZ0441  HISTORY     - 1984     GOOD             NGS
 PZ0441  HISTORY     - 1985     GOOD             NGS
 PZ0441
 PZ0441                          STATION DESCRIPTION
 PZ0441
 PZ0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PZ0441'6.1 MI W FROM CHILLY.
 PZ0441'6.2 MILES WEST ALONG THE BARTLETT POINT ROAD FROM THE Y-ROAD 0.6 MILE
 PZ0441'SOUTH OF THE CHILLY POST OFFICE, 0.3 MILE SOUTHWEST OF THE OLD KENT
 PZ0441'SCHOOLHOUSE, ON A LOW FLAT, FLOODED INTERMITTENTLY, AT THE SOUTH EDGE
 PZ0441'OF A SMALL WOODS, ABOUT 300 FEET EAST OF THE RAIL FENCE CORNER, 90
 PZ0441'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 60 FEET NORTHWEST OF AN
 PZ0441'IRRIGATION DITCH, SET IN A DRILLED HOLE IN THE TOP OF A PARTLY BURIED
 PZ0441'RED BOULDER, 4 FEET ABOVE THE GROUND.
 PZ0441
 PZ0441                          STATION RECOVERY (1983)
 PZ0441
 PZ0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PZ0441'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 PZ0441'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0441'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST
 PZ0441'ALONG OLD STATE HIGHWAY 27, THENCE 9.95 KM (6.2 MI) SOUTHWEST
 PZ0441'ALONG BARTLETT POINT ROAD, IN TOP OF AND 0.6 METER (2 FT)
 PZ0441'NORTHEAST OF THE SOUTHWEST END OF A 7 BY 9 FOOT LIMESTONE
 PZ0441'BOULDER PROJECTING 4 FEET ABOVE THE SURFACE OF THE GROUND,
 PZ0441'0.4 KM (0.25 MI) SOUTHWEST OF THE OLD KENT SCHOOL HOUSE,
 PZ0441'22.7 METERS (74.5 FT) NORTHWEST OF THE CENTER OF THE ROAD,
 PZ0441'100.8 METERS (330 FT) NORTHEAST OF A T JUNCTION FENCE POST,
 PZ0441'14.5 METERS (47.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE AND
 PZ0441'0.5 METER (1.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 PZ0441'BOULDER.
 PZ0441'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 PZ0441'THE MARK IS 2.1 M BELOW THE ROAD.
 PZ0441
 PZ0441                          STATION RECOVERY (1984)
 PZ0441
 PZ0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0441'RECOVERED IN GOOD CONDITION.
 PZ0441
 PZ0441                          STATION RECOVERY (1985)
 PZ0441
 PZ0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0412 ***********************************************************************
 PZ0412  DESIGNATION -  H 15
 PZ0412  PID         -  PZ0412
 PZ0412  STATE/COUNTY-  ID/BUTTE
 PZ0412  USGS QUAD   -  MOFFETT SPRINGS (1987)
 PZ0412
 PZ0412                         *CURRENT SURVEY CONTROL
 PZ0412  ___________________________________________________________________
 PZ0412* NAD 83(1986)-  44 15 35.     (N)    113 26 10.     (W)     SCALED    
 PZ0412* NAVD 88     -      1944.583  (meters)    6379.85   (feet)  ADJUSTED  
 PZ0412  ___________________________________________________________________
 PZ0412  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 PZ0412  DYNAMIC HT  -        1943.410 (meters)    6376.00  (feet)  COMP
 PZ0412  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 PZ0412
 PZ0412  VERT ORDER  -  SECOND    CLASS 0
 PZ0412
 PZ0412.The horizontal coordinates were scaled from a topographic map and have
 PZ0412.an estimated accuracy of +/- 6 seconds.
 PZ0412
 PZ0412.The orthometric height was determined by differential leveling
 PZ0412.and adjusted by the National Geodetic Survey in June 1991..
 PZ0412
 PZ0412.The geoid height was determined by GEOID03.
 PZ0412
 PZ0412.The dynamic height is computed by dividing the NAVD 88
 PZ0412.geopotential number by the normal gravity value computed on the
 PZ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0412.degrees latitude (g = 980.6199 gals.).
 PZ0412
 PZ0412.The modeled gravity was interpolated from observed gravity values.
 PZ0412
 PZ0412;                    North         East    Units  Estimated Accuracy
 PZ0412;SPC ID C     -   288,210.      545,030.      MT  (+/- 180 meters Scaled)
 PZ0412
 PZ0412                          SUPERSEDED SURVEY CONTROL
 PZ0412
 PZ0412  NGVD 29 (??/??/92) 1943.240  (m)         6375.45   (f) ADJ UNCH    2 0
 PZ0412
 PZ0412.Superseded values are not recommended for survey control.
 PZ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0412.See file dsdata.txt to determine how the superseded data were derived.
 PZ0412
 PZ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ055036(NAD 83)
 PZ0412_MARKER: DD = SURVEY DISK
 PZ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0412_STAMPING: H 15 1932
 PZ0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0412+STABILITY: SURFACE MOTION
 PZ0412
 PZ0412  HISTORY     - Date     Condition        Report By
 PZ0412  HISTORY     - 1932     MONUMENTED       USGS
 PZ0412  HISTORY     - 1948     GOOD             NGS
 PZ0412
 PZ0412                          STATION DESCRIPTION
 PZ0412
 PZ0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0412'13.2 MI NW FROM CLYDE.
 PZ0412'13.2 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0412'CLYDE, NEAR THE BUTTE-CUSTER COUNTY BOUNDARY LINE, NEAR A LARGE GROUP
 PZ0412'OF WILLOW TREES, AT THE TOP OF A SMALL RISE, 32.0 FEET NORTHEAST OF
 PZ0412'THE CENTER LINE OF THE ROAD, 3.0 FEET WEST OF A WITNESS POST, SET IN
 PZ0412'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0197 ***********************************************************************
 OH0197  CBN         -  This is a Cooperative Base Network Control Station.
 OH0197  DESIGNATION -  H 15
 OH0197  PID         -  OH0197
 OH0197  STATE/COUNTY-  ID/BOISE
 OH0197  USGS QUAD   -  HORSESHOE BEND (1976)
 OH0197
 OH0197                         *CURRENT SURVEY CONTROL
 OH0197  ___________________________________________________________________
 OH0197* NAD 83(1999)-  43 54 46.89583(N)    116 12 17.99167(W)     ADJUSTED  
 OH0197* NAVD 88     -       794.810  (meters)    2607.64   (feet)  ADJUSTED  
 OH0197  ___________________________________________________________________
 OH0197  X           -  -2,032,499.034 (meters)                     COMP
 OH0197  Y           -  -4,129,674.111 (meters)                     COMP
 OH0197  Z           -   4,401,674.953 (meters)                     COMP
 OH0197  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 OH0197  ELLIP HEIGHT-         778.50  (meters)          (09/01/00) GPS OBS
 OH0197  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 OH0197  DYNAMIC HT  -         794.523 (meters)    2606.70  (feet)  COMP
 OH0197  MODELED GRAV-     980,231.3   (mgal)                       NAVD 88
 OH0197
 OH0197  HORZ ORDER  -  A
 OH0197  VERT ORDER  -  SECOND    CLASS 0
 OH0197  ELLP ORDER  -  THIRD     CLASS I
 OH0197
 OH0197.The horizontal coordinates were established by GPS observations
 OH0197.and adjusted by the National Geodetic Survey in September 2000..
 OH0197.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OH0197.DATUM ITEM on the data sheet items page.
 OH0197
 OH0197.The orthometric height was determined by differential leveling
 OH0197.and adjusted by the National Geodetic Survey in June 1991..
 OH0197
 OH0197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OH0197
 OH0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0197
 OH0197.The ellipsoidal height was determined by GPS observations
 OH0197.and is referenced to NAD 83.
 OH0197
 OH0197.The geoid height was determined by GEOID03.
 OH0197
 OH0197.The dynamic height is computed by dividing the NAVD 88
 OH0197.geopotential number by the normal gravity value computed on the
 OH0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0197.degrees latitude (g = 980.6199 gals.).
 OH0197
 OH0197.The modeled gravity was interpolated from observed gravity values.
 OH0197
 OH0197;                    North         East     Units Scale Factor Converg.
 OH0197;SPC ID W     -   249,629.110   763,455.522   MT  0.99994975   -0 18 56.1
 OH0197;UTM  11      - 4,862,520.125   563,831.720   MT  0.99965011   +0 33 05.1
 OH0197
 OH0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0197!SPC ID W     -   0.99987794  x   0.99994975  =   0.99982770
 OH0197!UTM  11      -   0.99987794  x   0.99965011  =   0.99952809
 OH0197
 OH0197                          SUPERSEDED SURVEY CONTROL
 OH0197
 OH0197  NAVD 88 (09/01/00)  794.81   (m)         2607.6    (f) LEVELING    3  
 OH0197  NGVD 29 (??/??/92)  793.822  (m)         2604.40   (f) ADJ UNCH    2 0
 OH0197
 OH0197.Superseded values are not recommended for survey control.
 OH0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0197.See file dsdata.txt to determine how the superseded data were derived.
 OH0197
 OH0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6383262520(NAD 83)
 OH0197_MARKER: DB = BENCH MARK DISK
 OH0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0197_STAMPING: H 15 1933
 OH0197_MARK LOGO: USGS  
 OH0197_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0197+STABILITY: SURFACE MOTION
 OH0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0197+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2004
 OH0197
 OH0197  HISTORY     - Date     Condition        Report By
 OH0197  HISTORY     - 1933     MONUMENTED       USGS
 OH0197  HISTORY     - 19990616 GOOD             HUBBLE
 OH0197  HISTORY     - 20040912 GOOD             DJC
 OH0197
 OH0197                          STATION DESCRIPTION
 OH0197
 OH0197'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 OH0197'0.2 MI W FROM HORSE SHOE BEND.
 OH0197'0.2 MILE WEST ALONG THE OREGON SHORT LINE RAILROAD FROM BRIDGE 49.405
 OH0197'AT HORSE SHOE BEND, BOISE COUNTY, AT THE JUNCTION OF STATE HIGHWAY 16,
 OH0197'AND THE ROAD LEADING TO BOISE, 150 FEET WEST OF A WATER TANK, 78 FEET
 OH0197'WEST OF THE CENTERLINE OF THE BOISE ROAD, 49 FEET WEST OF A FENCE
 OH0197'CORNER, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 18 FEET NORTH OF
 OH0197'THE CENTERLINE OF THE ROAD LEADING WEST TO EMMETT, AND 1 FOOT NORTH OF
 OH0197'THE RIGHT-OF-WAY FENCE.  A U. S. GEOLOGICAL SURVEY STANDARD DISK,
 OH0197'STAMPED H 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
 OH0197
 OH0197                          STATION RECOVERY (1999)
 OH0197
 OH0197'RECOVERY NOTE BY HUBBLE ENGINEERING INCORPORATED 1999 (DTP)
 OH0197'STATION IS LOCATED IN HORSESHOE BEND.  OWNERSHIP--RAILROAD
 OH0197'RIGHT-OF-WAY.  REACHED FROM THE POST OFFICE IN HORSESHOE BEND, GO
 OH0197'SOUTH ON STATE HIGHWAY 55 FOR 0.3 KM (0.20 MI) TO A SIDE ROAD RIGHT
 OH0197'(BOISE STREET).  TURN RIGHT AND GO WEST AND SOUTH ON BOISE STREET FOR
 OH0197'0.5 KM (0.30 MI), CROSSING THE PAYETTE RIVER AND THE RAILROAD TRACKS,
 OH0197'TO THE JUNCTION OF OLD EMMETT ROAD AND MARK ON THE RIGHT.  IT IS 22.5
 OH0197'M (73.8 FT) WEST OF THE CENTER OF BOISE STREET, 7.0 M (23.0 FT) NORTH
 OH0197'OF THE CENTER OF EMMETT ROAD, 15.0 M (49.2 FT) SOUTH FROM THE
 OH0197'APPROXIMATE CENTER OF THE TRACKS AND 0.3 M (1.0 FT) NORTH OF THE
 OH0197'RIGHT-OF-WAY FENCE.  MARK IS A U.S. GEOLOGICAL BENCH MARK DISK SET IN
 OH0197'TOP OF A CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 OH0197
 OH0197                          STATION RECOVERY (2004)
 OH0197
 OH0197'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 OH0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0214 ***********************************************************************
 QB0214  DESIGNATION -  H 150
 QB0214  PID         -  QB0214
 QB0214  STATE/COUNTY-  ID/WASHINGTON
 QB0214  USGS QUAD   -  WEISER COVE (1952)
 QB0214
 QB0214                         *CURRENT SURVEY CONTROL
 QB0214  ___________________________________________________________________
 QB0214* NAD 83(1986)-  44 14 28.     (N)    116 50 24.     (W)     SCALED    
 QB0214* NAVD 88     -       660.166  (meters)    2165.89   (feet)  ADJUSTED  
 QB0214  ___________________________________________________________________
 QB0214  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 QB0214  DYNAMIC HT  -         659.983 (meters)    2165.29  (feet)  COMP
 QB0214  MODELED GRAV-     980,320.4   (mgal)                       NAVD 88
 QB0214
 QB0214  VERT ORDER  -  SECOND    CLASS 0
 QB0214
 QB0214.The horizontal coordinates were scaled from a topographic map and have
 QB0214.an estimated accuracy of +/- 6 seconds.
 QB0214
 QB0214.The orthometric height was determined by differential leveling
 QB0214.and adjusted by the National Geodetic Survey in June 1991..
 QB0214
 QB0214.The geoid height was determined by GEOID03.
 QB0214
 QB0214.The dynamic height is computed by dividing the NAVD 88
 QB0214.geopotential number by the normal gravity value computed on the
 QB0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0214.degrees latitude (g = 980.6199 gals.).
 QB0214
 QB0214.The modeled gravity was interpolated from observed gravity values.
 QB0214
 QB0214;                    North         East    Units  Estimated Accuracy
 QB0214;SPC ID W     -   286,560.      712,940.      MT  (+/- 180 meters Scaled)
 QB0214
 QB0214                          SUPERSEDED SURVEY CONTROL
 QB0214
 QB0214  NGVD 29 (??/??/92)  659.185  (m)         2162.68   (f) ADJ UNCH    2 0
 QB0214
 QB0214.Superseded values are not recommended for survey control.
 QB0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0214.See file dsdata.txt to determine how the superseded data were derived.
 QB0214
 QB0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ127986(NAD 83)
 QB0214_MARKER: DB = BENCH MARK DISK
 QB0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0214_STAMPING: H 150 1935
 QB0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0214+STABILITY: SURFACE MOTION
 QB0214
 QB0214  HISTORY     - Date     Condition        Report By
 QB0214  HISTORY     - 1935     MONUMENTED       CGS
 QB0214
 QB0214                          STATION DESCRIPTION
 QB0214
 QB0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0214'6.2 MI E FROM WEISER.
 QB0214'ABOUT 6.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE COUNTY
 QB0214'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 0.4 MILE WEST OF
 QB0214'MILEPOST 7, 30 FEET NORTH OF THE CENTER LINE OF THE TRACK, 9 FEET
 QB0214'SOUTH OF THE WIRE FENCE, AND 3 FEET WEST OF POLE 185.  A STANDARD
 QB0214'DISK, STAMPED H 150 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0237 ***********************************************************************
 RA0237  DESIGNATION -  H 150
 RA0237  PID         -  RA0237
 RA0237  STATE/COUNTY-  ID/IDAHO
 RA0237  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA0237
 RA0237                         *CURRENT SURVEY CONTROL
 RA0237  ___________________________________________________________________
 RA0237* NAD 83(1986)-  45 24 52.     (N)    116 10 53.     (W)     SCALED    
 RA0237* NAVD 88     -       561.095  (meters)    1840.86   (feet)  ADJUSTED  
 RA0237  ___________________________________________________________________
 RA0237  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 RA0237  DYNAMIC HT  -         560.953 (meters)    1840.39  (feet)  COMP
 RA0237  MODELED GRAV-     980,348.5   (mgal)                       NAVD 88
 RA0237
 RA0237  VERT ORDER  -  SECOND    CLASS 0
 RA0237
 RA0237.The horizontal coordinates were scaled from a topographic map and have
 RA0237.an estimated accuracy of +/- 6 seconds.
 RA0237
 RA0237.The orthometric height was determined by differential leveling
 RA0237.and adjusted by the National Geodetic Survey in June 1991..
 RA0237
 RA0237.The geoid height was determined by GEOID03.
 RA0237
 RA0237.The dynamic height is computed by dividing the NAVD 88
 RA0237.geopotential number by the normal gravity value computed on the
 RA0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0237.degrees latitude (g = 980.6199 gals.).
 RA0237
 RA0237.The modeled gravity was interpolated from observed gravity values.
 RA0237
 RA0237;                    North         East    Units  Estimated Accuracy
 RA0237;SPC ID W     -   416,450.      766,240.      MT  (+/- 180 meters Scaled)
 RA0237
 RA0237                          SUPERSEDED SURVEY CONTROL
 RA0237
 RA0237  NGVD 29 (??/??/92)  560.016  (m)         1837.32   (f) ADJ UNCH    2 0
 RA0237
 RA0237.Superseded values are not recommended for survey control.
 RA0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0237.See file dsdata.txt to determine how the superseded data were derived.
 RA0237
 RA0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL640293(NAD 83)
 RA0237_MARKER: DD = SURVEY DISK
 RA0237_SETTING: 66 = SET IN ROCK OUTCROP
 RA0237_SP_SET: ROCK OUTCROP
 RA0237_STAMPING: H 150 1941
 RA0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0237+STABILITY: POSITION/ELEVATION WELL
 RA0237
 RA0237  HISTORY     - Date     Condition        Report By
 RA0237  HISTORY     - 1941     MONUMENTED       DOD
 RA0237  HISTORY     - 1945     GOOD             NGS
 RA0237
 RA0237                          STATION DESCRIPTION
 RA0237
 RA0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0237'8.8 MI E FROM RIGGINS.
 RA0237'ALONG SALMON RIVER ROAD, 8.8 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0237'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), 0.25 MILE SOUTHWEST
 RA0237'OF A STEEL RAIL CATTLE GUARD AND AT NORTHEAST END OF A CURVE IN THE
 RA0237'ROAD, 260.0 FEET SOUTHWEST OF THE SOUTHWEST END OF A SHARP CURVE IN
 RA0237'THE ROAD, 137.0 FEET SOUTHWEST OF CENTERLINE OF A DIM ROAD ALONG
 RA0237'SOUTHWEST SIDE OF LONE PINE TREE AND LEADING NORTH INTO A SMALL HAY
 RA0237'FIELD, 11.0 FEET NORTHWEST OF CENTERLINE OF ROAD, SET IN NORTHEAST END
 RA0237'OF GRANITE ROCK OUTCROP ABOUT 4 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0055 ***********************************************************************
 RZ0055  DESIGNATION -  H 151
 RZ0055  PID         -  RZ0055
 RZ0055  STATE/COUNTY-  ID/CLEARWATER
 RZ0055  USGS QUAD   -  ELK RIVER (1994)
 RZ0055
 RZ0055                         *CURRENT SURVEY CONTROL
 RZ0055  ___________________________________________________________________
 RZ0055* NAD 83(1986)-  46 46 11.     (N)    116 13 36.     (W)     SCALED    
 RZ0055* NAVD 88     -       853.140  (meters)    2799.01   (feet)  ADJUSTED  
 RZ0055  ___________________________________________________________________
 RZ0055  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 RZ0055  DYNAMIC HT  -         853.054 (meters)    2798.73  (feet)  COMP
 RZ0055  MODELED GRAV-     980,483.9   (mgal)                       NAVD 88
 RZ0055
 RZ0055  VERT ORDER  -  SECOND    CLASS 0
 RZ0055
 RZ0055.The horizontal coordinates were scaled from a topographic map and have
 RZ0055.an estimated accuracy of +/- 6 seconds.
 RZ0055
 RZ0055.The orthometric height was determined by differential leveling
 RZ0055.and adjusted by the National Geodetic Survey in June 1991..
 RZ0055
 RZ0055.The geoid height was determined by GEOID03.
 RZ0055
 RZ0055.The dynamic height is computed by dividing the NAVD 88
 RZ0055.geopotential number by the normal gravity value computed on the
 RZ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0055.degrees latitude (g = 980.6199 gals.).
 RZ0055
 RZ0055.The modeled gravity was interpolated from observed gravity values.
 RZ0055
 RZ0055;                    North         East    Units  Estimated Accuracy
 RZ0055;SPC ID W     -   567,110.      763,590.      MT  (+/- 180 meters Scaled)
 RZ0055
 RZ0055                          SUPERSEDED SURVEY CONTROL
 RZ0055
 RZ0055  NGVD 29 (??/??/92)  852.023  (m)         2795.35   (f) ADJ UNCH    2 0
 RZ0055
 RZ0055.Superseded values are not recommended for survey control.
 RZ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0055.See file dsdata.txt to determine how the superseded data were derived.
 RZ0055
 RZ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM590798(NAD 83)
 RZ0055_MARKER: DB = BENCH MARK DISK
 RZ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0055_STAMPING: H-151 1935
 RZ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0055+STABILITY: SURFACE MOTION
 RZ0055
 RZ0055  HISTORY     - Date     Condition        Report By
 RZ0055  HISTORY     - 1935     MONUMENTED       CGS
 RZ0055  HISTORY     - 1969     MARK NOT FOUND   NGS
 RZ0055
 RZ0055                          STATION DESCRIPTION
 RZ0055
 RZ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0055'5.9 MI W FROM ELK RIVER.
 RZ0055'5.9 MILES WEST OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  ON NORTH
 RZ0055'SIDE OF TRACK AT WEST END OF LARGE MEADOW.  ABOUT 0.3 MILE EAST OF
 RZ0055'MILEPOST NO. 66.  ABOUT 175 FEET EAST OF 2.5 FT. IN DIAMETER AT BASE
 RZ0055'RED FIR TREE.  100 FEET SOUTH OF CENTERLINE OF DIRT ROAD.  65.2 FEET
 RZ0055'NORTH OF CENTERLINE OF CHICAGO, MILWAUKEE, ST.PAUL AND PACIFIC R.R. 16
 RZ0055'FEET NORTH OF SOUTHWEST CORNER OF MEADOW FENCE.  1.4 FT. WEST OF
 RZ0055'NORTH-SOUTH FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 RZ0055
 RZ0055                          STATION RECOVERY (1969)
 RZ0055
 RZ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RZ0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0086 ***********************************************************************
 RZ0086  DESIGNATION -  H 152
 RZ0086  PID         -  RZ0086
 RZ0086  STATE/COUNTY-  ID/SHOSHONE
 RZ0086  USGS QUAD   -  BECHTEL BUTTE (1994)
 RZ0086
 RZ0086                         *CURRENT SURVEY CONTROL
 RZ0086  ___________________________________________________________________
 RZ0086* NAD 83(1986)-  46 58 53.     (N)    116 16 28.     (W)     SCALED    
 RZ0086* NAVD 88     -       872.869  (meters)    2863.74   (feet)  ADJUSTED  
 RZ0086  ___________________________________________________________________
 RZ0086  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 RZ0086  DYNAMIC HT  -         872.797 (meters)    2863.50  (feet)  COMP
 RZ0086  MODELED GRAV-     980,502.0   (mgal)                       NAVD 88
 RZ0086
 RZ0086  VERT ORDER  -  SECOND    CLASS 0
 RZ0086
 RZ0086.The horizontal coordinates were scaled from a topographic map and have
 RZ0086.an estimated accuracy of +/- 6 seconds.
 RZ0086
 RZ0086.The orthometric height was determined by differential leveling
 RZ0086.and adjusted by the National Geodetic Survey in June 1991..
 RZ0086
 RZ0086.The geoid height was determined by GEOID03.
 RZ0086
 RZ0086.The dynamic height is computed by dividing the NAVD 88
 RZ0086.geopotential number by the normal gravity value computed on the
 RZ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0086.degrees latitude (g = 980.6199 gals.).
 RZ0086
 RZ0086.The modeled gravity was interpolated from observed gravity values.
 RZ0086
 RZ0086;                    North         East    Units  Estimated Accuracy
 RZ0086;SPC ID W     -   590,660.      760,100.      MT  (+/- 180 meters Scaled)
 RZ0086
 RZ0086                          SUPERSEDED SURVEY CONTROL
 RZ0086
 RZ0086  NGVD 29 (??/??/92)  871.716  (m)         2859.95   (f) ADJ UNCH    2 0
 RZ0086
 RZ0086.Superseded values are not recommended for survey control.
 RZ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0086.See file dsdata.txt to determine how the superseded data were derived.
 RZ0086
 RZ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN551033(NAD 83)
 RZ0086_MARKER: DB = BENCH MARK DISK
 RZ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0086_STAMPING: H-152 1935
 RZ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0086+STABILITY: SURFACE MOTION
 RZ0086
 RZ0086  HISTORY     - Date     Condition        Report By
 RZ0086  HISTORY     - 1935     MONUMENTED       CGS
 RZ0086
 RZ0086                          STATION DESCRIPTION
 RZ0086
 RZ0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0086'2.2 MI S FROM CLARKIA.
 RZ0086'2.2 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  0.4 MILE
 RZ0086'SOUTH OF MILEPOST 38.  AT RAILROAD CROSSING ST.HWY. NO. 8.  ON EAST
 RZ0086'SIDE OF TRACK.  74.6 FEET NORTHEAST OF CENTERLINE OF ST.HWY. NO. 8
 RZ0086'CROSSING RAILROAD TRACK.  48 FEET EAST OF CENTERLINE OF RAILROAD.  36
 RZ0086'FEET NORTH OF CENTERLINE OF ST.HWY. NO. 8.  32.4 FEET EAST OF
 RZ0086'TELEPHONE POLE BEARING CULVERT SIGN NO. EE 2189.  8.2 FEET NORTH OF
 RZ0086'SOUTHEAST CORNER OF R/W FENCE.  0.8 FEET WEST OF R/W FENCE.  TABLET
 RZ0086'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0564 ***********************************************************************
 RZ0564  DESIGNATION -  H 153
 RZ0564  PID         -  RZ0564
 RZ0564  STATE/COUNTY-  ID/LATAH
 RZ0564  USGS QUAD   -  DEARY (1994)
 RZ0564
 RZ0564                         *CURRENT SURVEY CONTROL
 RZ0564  ___________________________________________________________________
 RZ0564* NAD 83(1986)-  46 48 15.     (N)    116 31 56.     (W)     SCALED    
 RZ0564* NAVD 88     -       879.422  (meters)    2885.24   (feet)  ADJUSTED  
 RZ0564  ___________________________________________________________________
 RZ0564  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 RZ0564  DYNAMIC HT  -         879.347 (meters)    2884.99  (feet)  COMP
 RZ0564  MODELED GRAV-     980,498.6   (mgal)                       NAVD 88
 RZ0564
 RZ0564  VERT ORDER  -  SECOND    CLASS 0
 RZ0564
 RZ0564.The horizontal coordinates were scaled from a topographic map and have
 RZ0564.an estimated accuracy of +/- 6 seconds.
 RZ0564
 RZ0564.The orthometric height was determined by differential leveling
 RZ0564.and adjusted by the National Geodetic Survey in June 1991..
 RZ0564
 RZ0564.The geoid height was determined by GEOID03.
 RZ0564
 RZ0564.The dynamic height is computed by dividing the NAVD 88
 RZ0564.geopotential number by the normal gravity value computed on the
 RZ0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0564.degrees latitude (g = 980.6199 gals.).
 RZ0564
 RZ0564.The modeled gravity was interpolated from observed gravity values.
 RZ0564
 RZ0564;                    North         East    Units  Estimated Accuracy
 RZ0564;SPC ID W     -   571,120.      740,290.      MT  (+/- 180 meters Scaled)
 RZ0564
 RZ0564                          SUPERSEDED SURVEY CONTROL
 RZ0564
 RZ0564  NGVD 29 (??/??/92)  878.302  (m)         2881.56   (f) ADJ UNCH    2 0
 RZ0564
 RZ0564.Superseded values are not recommended for survey control.
 RZ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0564.See file dsdata.txt to determine how the superseded data were derived.
 RZ0564
 RZ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM356835(NAD 83)
 RZ0564_MARKER: DB = BENCH MARK DISK
 RZ0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0564_STAMPING: H 153 1935
 RZ0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0564+STABILITY: SURFACE MOTION
 RZ0564
 RZ0564  HISTORY     - Date     Condition        Report By
 RZ0564  HISTORY     - 1935     MONUMENTED       CGS
 RZ0564
 RZ0564                          STATION DESCRIPTION
 RZ0564
 RZ0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0564'1.9 MI E FROM DEARY.
 RZ0564'1.9 MILES EAST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM
 RZ0564'THE STATION AT DEARY, 0.4 MILE SOUTHWEST OF A HIGH MOUNTAIN PEAK AT
 RZ0564'THE CENTER OF A SHARP CURVE, AT A PRIVATE-ROAD CROSSING, 27 FEET SOUTH
 RZ0564'OF THE CENTERLINE OF THE TRACK, 28 FEET WEST OF THE CENTERLINE OF THE
 RZ0564'ROAD, 42 FEET SOUTHWEST OF A TELEPHONE POLE, AND 17 FEET SOUTH OF A
 RZ0564'STEEL CROSSINGSIGN.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0225 ***********************************************************************
 SV0225  DESIGNATION -  H 154
 SV0225  PID         -  SV0225
 SV0225  STATE/COUNTY-  ID/SHOSHONE
 SV0225  USGS QUAD   -  MARBLE CREEK (1995)
 SV0225
 SV0225                         *CURRENT SURVEY CONTROL
 SV0225  ___________________________________________________________________
 SV0225* NAD 83(1986)-  47 15 58.     (N)    116 03 50.     (W)     SCALED    
 SV0225* NAVD 88     -       693.480  (meters)    2275.19   (feet)  ADJUSTED  
 SV0225  ___________________________________________________________________
 SV0225  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SV0225  DYNAMIC HT  -         693.446 (meters)    2275.08  (feet)  COMP
 SV0225  MODELED GRAV-     980,542.2   (mgal)                       NAVD 88
 SV0225
 SV0225  VERT ORDER  -  SECOND    CLASS 0
 SV0225
 SV0225.The horizontal coordinates were scaled from a topographic map and have
 SV0225.an estimated accuracy of +/- 6 seconds.
 SV0225
 SV0225.The orthometric height was determined by differential leveling
 SV0225.and adjusted by the National Geodetic Survey in June 1991..
 SV0225
 SV0225.The geoid height was determined by GEOID03.
 SV0225
 SV0225.The dynamic height is computed by dividing the NAVD 88
 SV0225.geopotential number by the normal gravity value computed on the
 SV0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0225.degrees latitude (g = 980.6199 gals.).
 SV0225
 SV0225.The modeled gravity was interpolated from observed gravity values.
 SV0225
 SV0225;                    North         East    Units  Estimated Accuracy
 SV0225;SPC ID W     -   622,220.      776,250.      MT  (+/- 180 meters Scaled)
 SV0225
 SV0225                          SUPERSEDED SURVEY CONTROL
 SV0225
 SV0225  NGVD 29 (??/??/92)  692.35   (m)         2271.5    (f) COMPUTED    2 0
 SV0225
 SV0225.Superseded values are not recommended for survey control.
 SV0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0225.See file dsdata.txt to determine how the superseded data were derived.
 SV0225
 SV0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN708351(NAD 83)
 SV0225_MARKER: DB = BENCH MARK DISK
 SV0225_SETTING: 66 = SET IN ROCK OUTCROP
 SV0225_SP_SET: ROCK OUTCROP
 SV0225_STAMPING: H 154 1935
 SV0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0225+STABILITY: POSITION/ELEVATION WELL
 SV0225
 SV0225  HISTORY     - Date     Condition        Report By
 SV0225  HISTORY     - 1935     MONUMENTED       CGS
 SV0225  HISTORY     - 1963     GOOD             NGS
 SV0225
 SV0225                          STATION DESCRIPTION
 SV0225
 SV0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0225'6.5 MI E FROM CALDER.
 SV0225'6.5 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0225'RAILROAD FROM THE STATION AT CALDER, 0.3 MILE EAST OF MILE POST NO.
 SV0225'1789, 0.2 MILE WEST OF BRIDGE NO. EE 4 OVER BLACK PRINCE CREEK, 240
 SV0225'FEET WEST OF A SIGN, STATION ONE MILE, 100 FEET NORTHEAST OF TELEPHONE
 SV0225'POLE NO. 120, 17 FEET SOUTH OF THE CENTER OF THE RAILROAD TRACKS AND 2
 SV0225'FEET ABOVE THE LEVEL OF THE TRACKS AT A CUT.  THE LETTERS B M WERE
 SV0225'PAINTED ON THE NORTH FACE OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0240 ***********************************************************************
 SV0240  DESIGNATION -  H 155
 SV0240  PID         -  SV0240
 SV0240  STATE/COUNTY-  ID/BENEWAH
 SV0240  USGS QUAD   -  CLARKIA (1995)
 SV0240
 SV0240                         *CURRENT SURVEY CONTROL
 SV0240  ___________________________________________________________________
 SV0240* NAD 83(1986)-  47 04 40.     (N)    116 20 24.     (W)     SCALED    
 SV0240* NAVD 88     -       831.242  (meters)    2727.17   (feet)  ADJUSTED  
 SV0240  ___________________________________________________________________
 SV0240  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 SV0240  DYNAMIC HT  -         831.186 (meters)    2726.98  (feet)  COMP
 SV0240  MODELED GRAV-     980,518.6   (mgal)                       NAVD 88
 SV0240
 SV0240  VERT ORDER  -  SECOND    CLASS 0
 SV0240
 SV0240.The horizontal coordinates were scaled from a topographic map and have
 SV0240.an estimated accuracy of +/- 6 seconds.
 SV0240
 SV0240.The orthometric height was determined by differential leveling
 SV0240.and adjusted by the National Geodetic Survey in June 1991..
 SV0240
 SV0240.The geoid height was determined by GEOID03.
 SV0240
 SV0240.The dynamic height is computed by dividing the NAVD 88
 SV0240.geopotential number by the normal gravity value computed on the
 SV0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0240.degrees latitude (g = 980.6199 gals.).
 SV0240
 SV0240.The modeled gravity was interpolated from observed gravity values.
 SV0240
 SV0240;                    North         East    Units  Estimated Accuracy
 SV0240;SPC ID W     -   601,410.      755,200.      MT  (+/- 180 meters Scaled)
 SV0240
 SV0240                          SUPERSEDED SURVEY CONTROL
 SV0240
 SV0240  NGVD 29 (??/??/92)  830.097  (m)         2723.41   (f) ADJ UNCH    2 0
 SV0240
 SV0240.Superseded values are not recommended for survey control.
 SV0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0240.See file dsdata.txt to determine how the superseded data were derived.
 SV0240
 SV0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN501140(NAD 83)
 SV0240_MARKER: DB = BENCH MARK DISK
 SV0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0240_STAMPING: H-155 1935
 SV0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0240+STABILITY: SURFACE MOTION
 SV0240
 SV0240  HISTORY     - Date     Condition        Report By
 SV0240  HISTORY     - 1935     MONUMENTED       CGS
 SV0240  HISTORY     - 1959     MARK NOT FOUND   USGS
 SV0240
 SV0240                          STATION DESCRIPTION
 SV0240
 SV0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0240'3.3 MI S FROM FERNWOOD.
 SV0240'3.3 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY., FROM STATION 0.15 MILE
 SV0240'NORTH OF M.P.30.  ABOUT 300 FEET WEST OF WOODEN HIGHWAY BRIDGE. ABOUT
 SV0240'275 FEET WEST OF RAILROAD TRESTLE EE 538.  ABOUT 200 FEET SOUTHWEST OF
 SV0240'A LARGE BARN.  ABOUT 120 FEET SOUTH OF CENTERLINE OF ST. HWY. NO. 8.
 SV0240'46.3 FEET SOUTH OF CENTERLINE OF PRIVATE RAILROAD CROSSING. 10.9 FEET
 SV0240'WEST OF WEST END OF IRON GATE IN RAILROAD R/W FENCE. 18 FEET NORTH OF
 SV0240'R/W FENCE.  TABLET SET IN PRECAST CONCRETE POST. NOTE-- FORMING
 SV0240'ACTIVITY IN AREA.
 SV0240
 SV0240                          STATION RECOVERY (1959)
 SV0240
 SV0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 SV0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0324 ***********************************************************************
 SV0324  DESIGNATION -  H 156
 SV0324  PID         -  SV0324
 SV0324  STATE/COUNTY-  ID/BENEWAH
 SV0324  USGS QUAD   -  ST MARIES (1995)
 SV0324
 SV0324                         *CURRENT SURVEY CONTROL
 SV0324  ___________________________________________________________________
 SV0324* NAD 83(1986)-  47 18 09.     (N)    116 33 14.     (W)     SCALED    
 SV0324* NAVD 88     -       653.832  (meters)    2145.11   (feet)  ADJUSTED  
 SV0324  ___________________________________________________________________
 SV0324  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 SV0324  DYNAMIC HT  -         653.818 (meters)    2145.07  (feet)  COMP
 SV0324  MODELED GRAV-     980,570.8   (mgal)                       NAVD 88
 SV0324
 SV0324  VERT ORDER  -  SECOND    CLASS 0
 SV0324
 SV0324.The horizontal coordinates were scaled from a topographic map and have
 SV0324.an estimated accuracy of +/- 6 seconds.
 SV0324
 SV0324.The orthometric height was determined by differential leveling
 SV0324.and adjusted by the National Geodetic Survey in June 1991..
 SV0324
 SV0324.The geoid height was determined by GEOID03.
 SV0324
 SV0324.The dynamic height is computed by dividing the NAVD 88
 SV0324.geopotential number by the normal gravity value computed on the
 SV0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0324.degrees latitude (g = 980.6199 gals.).
 SV0324
 SV0324.The modeled gravity was interpolated from observed gravity values.
 SV0324
 SV0324;                    North         East    Units  Estimated Accuracy
 SV0324;SPC ID W     -   626,540.      739,210.      MT  (+/- 180 meters Scaled)
 SV0324
 SV0324                          SUPERSEDED SURVEY CONTROL
 SV0324
 SV0324  NGVD 29 (??/??/92)  652.713  (m)         2141.44   (f) ADJ UNCH    2 0
 SV0324
 SV0324.Superseded values are not recommended for survey control.
 SV0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0324.See file dsdata.txt to determine how the superseded data were derived.
 SV0324
 SV0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN337388(NAD 83)
 SV0324_MARKER: DB = BENCH MARK DISK
 SV0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0324_STAMPING: H-156 1935
 SV0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0324+STABILITY: SURFACE MOTION
 SV0324
 SV0324  HISTORY     - Date     Condition        Report By
 SV0324  HISTORY     - 1935     MONUMENTED       CGS
 SV0324
 SV0324                          STATION DESCRIPTION
 SV0324
 SV0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0324'1.4 MI S FROM ST MARIES.
 SV0324'1.4 MILE SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  MARK SET
 SV0324'AT RAILROAD SIDE CUT.  ABOUT .15 MILE NORTH OF RAILROAD CROSSING.
 SV0324'ABOUT 100 FEET EAST OF CENTERLINE OF DIRT ROAD.  24.3 FEET SOUTH OF 9
 SV0324'INCH PINE TREE.  22.3 FEET EAST OF CENTERLINE OF RAILROAD.  8.5 FEET
 SV0324'EAST OF CENTERLINE OF RAILROAD R/W FENCE.  0.4 MILE SOUTH OF M.P.1.
 SV0324'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0538 ***********************************************************************
 SU0538  DESIGNATION -  H 157
 SU0538  PID         -  SU0538
 SU0538  STATE/COUNTY-  ID/SHOSHONE
 SU0538  USGS QUAD   -  MONUMENTAL BUTTES (1995)
 SU0538
 SU0538                         *CURRENT SURVEY CONTROL
 SU0538  ___________________________________________________________________
 SU0538* NAD 83(1986)-  47 01 11.     (N)    115 51 13.     (W)     SCALED    
 SU0538* NAVD 88     -      1749.847  (meters)    5740.96   (feet)  ADJUSTED  
 SU0538  ___________________________________________________________________
 SU0538  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 SU0538  DYNAMIC HT  -        1749.430 (meters)    5739.59  (feet)  COMP
 SU0538  MODELED GRAV-     980,312.0   (mgal)                       NAVD 88
 SU0538
 SU0538  VERT ORDER  -  SECOND    CLASS 0
 SU0538
 SU0538.The horizontal coordinates were scaled from a topographic map and have
 SU0538.an estimated accuracy of +/- 6 seconds.
 SU0538
 SU0538.The orthometric height was determined by differential leveling
 SU0538.and adjusted by the National Geodetic Survey in June 1991..
 SU0538
 SU0538.The geoid height was determined by GEOID03.
 SU0538
 SU0538.The dynamic height is computed by dividing the NAVD 88
 SU0538.geopotential number by the normal gravity value computed on the
 SU0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0538.degrees latitude (g = 980.6199 gals.).
 SU0538
 SU0538.The modeled gravity was interpolated from observed gravity values.
 SU0538
 SU0538;                    North         East    Units  Estimated Accuracy
 SU0538;SPC ID W     -   594,790.      792,120.      MT  (+/- 180 meters Scaled)
 SU0538
 SU0538                          SUPERSEDED SURVEY CONTROL
 SU0538
 SU0538  NGVD 29 (??/??/92) 1748.583  (m)         5736.81   (f) ADJ UNCH    2 0
 SU0538
 SU0538.Superseded values are not recommended for survey control.
 SU0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0538.See file dsdata.txt to determine how the superseded data were derived.
 SU0538
 SU0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN871079(NAD 83)
 SU0538_MARKER: DB = BENCH MARK DISK
 SU0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0538_STAMPING: H 157 1935
 SU0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0538+STABILITY: SURFACE MOTION
 SU0538
 SU0538  HISTORY     - Date     Condition        Report By
 SU0538  HISTORY     - 1935     MONUMENTED       CGS
 SU0538
 SU0538                          STATION DESCRIPTION
 SU0538
 SU0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0538'24.6 MI S FROM AVERY.
 SU0538'24.6 MILES SOUTH ALONG THE JUG CAMP ROAD FROM THE CHICAGO, MILWAUKEE,
 SU0538'ST. PAUL AND PACIFIC RAILROAD STATION AT AVERY, SHOSHONE COUNTY, 1.3
 SU0538'MILES NORTH OF THE JUNCTION OF THE GOAT MOUNTAIN LOOKOUT ROAD, 1.2
 SU0538'MILES SOUTH OF THE JUNCTION OF THE CLARKIA ROAD, ON THE NORTH SLOPE OF
 SU0538'A HILL, 99.6 FEET SOUTH OF A 12-INCH SPRUCE TREE BEARING A TRIANGULAR
 SU0538'BLAZE, AND 18.5 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD. A
 SU0538'STANDARD DISK, STAMPED H 157 1935 AND SET IN THE TOP OF A CONCRETE
 SU0538'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0487 ***********************************************************************
 QA0487  DESIGNATION -  H 158
 QA0487  PID         -  QA0487
 QA0487  STATE/COUNTY-  ID/BOISE
 QA0487  USGS QUAD   -  LOWMAN (1972)
 QA0487
 QA0487                         *CURRENT SURVEY CONTROL
 QA0487  ___________________________________________________________________
 QA0487* NAD 83(1986)-  44 04 22.     (N)    115 30 58.     (W)     SCALED    
 QA0487* NAVD 88     -      1235.770  (meters)    4054.36   (feet)  ADJUSTED  
 QA0487  ___________________________________________________________________
 QA0487  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 QA0487  DYNAMIC HT  -        1235.138 (meters)    4052.28  (feet)  COMP
 QA0487  MODELED GRAV-     980,065.6   (mgal)                       NAVD 88
 QA0487
 QA0487  VERT ORDER  -  SECOND    CLASS 0
 QA0487
 QA0487.The horizontal coordinates were scaled from a topographic map and have
 QA0487.an estimated accuracy of +/- 6 seconds.
 QA0487
 QA0487.The orthometric height was determined by differential leveling
 QA0487.and adjusted by the National Geodetic Survey in June 1991..
 QA0487
 QA0487.The geoid height was determined by GEOID03.
 QA0487
 QA0487.The dynamic height is computed by dividing the NAVD 88
 QA0487.geopotential number by the normal gravity value computed on the
 QA0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0487.degrees latitude (g = 980.6199 gals.).
 QA0487
 QA0487.The modeled gravity was interpolated from observed gravity values.
 QA0487
 QA0487;                    North         East    Units  Estimated Accuracy
 QA0487;SPC ID W     -   267,300.      818,740.      MT  (+/- 180 meters Scaled)
 QA0487
 QA0487                          SUPERSEDED SURVEY CONTROL
 QA0487
 QA0487  NGVD 29 (??/??/92) 1234.573  (m)         4050.43   (f) ADJ UNCH    2 0
 QA0487
 QA0487.Superseded values are not recommended for survey control.
 QA0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0487.See file dsdata.txt to determine how the superseded data were derived.
 QA0487
 QA0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ188810(NAD 83)
 QA0487_MARKER: DB = BENCH MARK DISK
 QA0487_SETTING: 66 = SET IN ROCK OUTCROP
 QA0487_SP_SET: GRANITE OUTCROP
 QA0487_STAMPING: H 185 1935
 QA0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0487+STABILITY: POSITION/ELEVATION WELL
 QA0487
 QA0487  HISTORY     - Date     Condition        Report By
 QA0487  HISTORY     - 1935     MONUMENTED       CGS
 QA0487  HISTORY     - 1960     GOOD             NGS
 QA0487
 QA0487                          STATION DESCRIPTION
 QA0487
 QA0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0487'6.5 MI E FROM LOWMAN.
 QA0487'6.5 MILES EAST ALONG STATE HIGHWAY 21 FROM THE SOUTH FORK LODGE AT
 QA0487'LOWMAN, 110 FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 QA0487'ENTRANCE ROAD TO JORDAN BRIDGE FOREST CAMP, IN TOP OF A LEDGE ON THE
 QA0487'EAST SIDE OF A LARGE GRANITE OUTCROP WHICH PROJECTS ABOUT 20 FEET
 QA0487'ABOVE THE GROUND, 104 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QA0487'137 1/2 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTH POST
 QA0487'SUPPORTING A JORDAN BRIDGE FOREST CAMP SIGN, 122 FEET WEST OF A
 QA0487'TELEPHONE POLE, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0300 ***********************************************************************
 RA0300  DESIGNATION -  H 159
 RA0300  PID         -  RA0300
 RA0300  STATE/COUNTY-  ID/ADAMS
 RA0300  USGS QUAD   -  HOMESTEAD (1990)
 RA0300
 RA0300                         *CURRENT SURVEY CONTROL
 RA0300  ___________________________________________________________________
 RA0300* NAD 83(1986)-  45 06 19.     (N)    116 46 27.     (W)     SCALED    
 RA0300* NAVD 88     -       495.749  (meters)    1626.47   (feet)  ADJUSTED  
 RA0300  ___________________________________________________________________
 RA0300  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 RA0300  DYNAMIC HT  -         495.619 (meters)    1626.04  (feet)  COMP
 RA0300  MODELED GRAV-     980,342.2   (mgal)                       NAVD 88
 RA0300
 RA0300  VERT ORDER  -  SECOND    CLASS 0
 RA0300
 RA0300.The horizontal coordinates were scaled from a topographic map and have
 RA0300.an estimated accuracy of +/- 6 seconds.
 RA0300
 RA0300.The orthometric height was determined by differential leveling
 RA0300.and adjusted by the National Geodetic Survey in June 1991..
 RA0300
 RA0300.The geoid height was determined by GEOID03.
 RA0300
 RA0300.The dynamic height is computed by dividing the NAVD 88
 RA0300.geopotential number by the normal gravity value computed on the
 RA0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0300.degrees latitude (g = 980.6199 gals.).
 RA0300
 RA0300.The modeled gravity was interpolated from observed gravity values.
 RA0300
 RA0300;                    North         East    Units  Estimated Accuracy
 RA0300;SPC ID W     -   382,520.      719,400.      MT  (+/- 180 meters Scaled)
 RA0300
 RA0300                          SUPERSEDED SURVEY CONTROL
 RA0300
 RA0300  NGVD 29 (??/??/92)  494.704  (m)         1623.04   (f) ADJ UNCH    2 0
 RA0300
 RA0300.Superseded values are not recommended for survey control.
 RA0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0300.See file dsdata.txt to determine how the superseded data were derived.
 RA0300
 RA0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK177946(NAD 83)
 RA0300_MARKER: DD = SURVEY DISK
 RA0300_SETTING: 80 = SET IN A BOULDER
 RA0300_SP_SET: BOULDER
 RA0300_STAMPING: H 159 1941
 RA0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0300+STABILITY: SURFACE MOTION
 RA0300
 RA0300  HISTORY     - Date     Condition        Report By
 RA0300  HISTORY     - 1941     MONUMENTED       DOD
 RA0300  HISTORY     - 1946     GOOD             NGS
 RA0300
 RA0300                          STATION DESCRIPTION
 RA0300
 RA0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0300'6.85 MI NE FROM HOMESTEAD, OR.
 RA0300'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0300'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0300'LEDGE MINE ROAD, THENCE 4.65 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0300'ROAD, BENCH MARK IS 0.05 MILE NORTH OF A SHORT, NARROW AND DEEP CUT
 RA0300'THROUGH A ROCK POINT, 12.0 FEET WEST OF CENTER OF THE ROAD, U.S. ARMY
 RA0300'ENGINEERS BRONZE DISK SET IN TOP OF AND 2.0 FEET SOUTH OF THE NORTH
 RA0300'END OF A 6X6 FOOT BOULDER, ABOUT 1 FOOT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0146 ***********************************************************************
 OH0146  DESIGNATION -  H 159
 OH0146  PID         -  OH0146
 OH0146  STATE/COUNTY-  ID/BOISE
 OH0146  USGS QUAD   -  PEARL (1985)
 OH0146
 OH0146                         *CURRENT SURVEY CONTROL
 OH0146  ___________________________________________________________________
 OH0146* NAD 83(1986)-  43 48 11.     (N)    116 16 22.     (W)     SCALED    
 OH0146* NAVD 88     -      1095.548  (meters)    3594.31   (feet)  ADJUSTED  
 OH0146  ___________________________________________________________________
 OH0146  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 OH0146  DYNAMIC HT  -        1095.099 (meters)    3592.84  (feet)  COMP
 OH0146  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 OH0146
 OH0146  VERT ORDER  -  SECOND    CLASS 0
 OH0146
 OH0146.The horizontal coordinates were scaled from a topographic map and have
 OH0146.an estimated accuracy of +/- 6 seconds.
 OH0146
 OH0146.The orthometric height was determined by differential leveling
 OH0146.and adjusted by the National Geodetic Survey in June 1991..
 OH0146
 OH0146.The geoid height was determined by GEOID03.
 OH0146
 OH0146.The dynamic height is computed by dividing the NAVD 88
 OH0146.geopotential number by the normal gravity value computed on the
 OH0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0146.degrees latitude (g = 980.6199 gals.).
 OH0146
 OH0146.The modeled gravity was interpolated from observed gravity values.
 OH0146
 OH0146;                    North         East    Units  Estimated Accuracy
 OH0146;SPC ID W     -   237,440.      757,930.      MT  (+/- 180 meters Scaled)
 OH0146
 OH0146                          SUPERSEDED SURVEY CONTROL
 OH0146
 OH0146  NGVD 29 (??/??/92) 1094.543  (m)         3591.01   (f) ADJ UNCH    2 0
 OH0146
 OH0146.Superseded values are not recommended for survey control.
 OH0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0146.See file dsdata.txt to determine how the superseded data were derived.
 OH0146
 OH0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ584502(NAD 83)
 OH0146_MARKER: DB = BENCH MARK DISK
 OH0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0146_STAMPING: H 159 1935
 OH0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0146+STABILITY: SURFACE MOTION
 OH0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0146+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 OH0146
 OH0146  HISTORY     - Date     Condition        Report By
 OH0146  HISTORY     - 1935     MONUMENTED       CGS
 OH0146  HISTORY     - 1937     GOOD             NGS
 OH0146  HISTORY     - 1962     GOOD             NGS
 OH0146  HISTORY     - 20031014 GOOD             ORBITE
 OH0146
 OH0146                          STATION DESCRIPTION
 OH0146
 OH0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OH0146'10.5 MI S FROM HORSE SHOE BEND.
 OH0146'10.5 MILES SOUTH ALONG STATE HIGHWAY 15 FROM OREGON SHORT LINE
 OH0146'RAILROAD BRIDGE 49+405 AT HORSE SHOE BEND, 0.9 MILE NORTH OF THE
 OH0146'BOISE-ADA COUNTY LINE, 0.1 MILE EAST OF THE CENTER OF A CURVE TO THE
 OH0146'NORTHEAST, AT A LONG U-CURVE FROM THE NORTHWEST, AT THE SOUTHWEST END
 OH0146'OF A CUT, 57 FEET NORTHWEST OF THE NORTH END OF THE GUARD FENCE, ON
 OH0146'THE SOUTH SLOPE OF A HILL, AND 40 FEET SOUTHEAST OF THE CENTERLINE OF
 OH0146'THE HIGHWAY.  A STANDARD DISK, STAMPED H 159 1935 AND SET IN THE TOP
 OH0146'OF A CONCRETE POST.
 OH0146
 OH0146                          STATION RECOVERY (1962)
 OH0146
 OH0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 OH0146'RECOVERED IN GOOD CONDITION.
 OH0146
 OH0146                          STATION RECOVERY (2003)
 OH0146
 OH0146'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 OH0146'THE PREVIOUSLY MENTIONED HIGHWAY IS NOW ABANDONED AND THE MARK IS ON
 OH0146'PRIVATE PROPERTY, HOWEVER THE OLD ROAD BED REMAINS AND VEHICLE ACCESS
 OH0146'IS STILL POSSIBLE WITH PERMISSION FROM THE LAND OWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0002 ***********************************************************************
 QA0002  DESIGNATION -  H 16
 QA0002  PID         -  QA0002
 QA0002  STATE/COUNTY-  ID/CUSTER
 QA0002  USGS QUAD   -  CHALLIS (1989)
 QA0002
 QA0002                         *CURRENT SURVEY CONTROL
 QA0002  ___________________________________________________________________
 QA0002* NAD 83(1986)-  44 30 18.     (N)    114 13 55.     (W)     SCALED    
 QA0002* NAVD 88     -      1600.757  (meters)    5251.82   (feet)  ADJUSTED  
 QA0002  ___________________________________________________________________
 QA0002  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 QA0002  DYNAMIC HT  -        1599.920 (meters)    5249.07  (feet)  COMP
 QA0002  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 QA0002
 QA0002  VERT ORDER  -  FIRST     CLASS II
 QA0002
 QA0002.The horizontal coordinates were scaled from a topographic map and have
 QA0002.an estimated accuracy of +/- 6 seconds.
 QA0002
 QA0002.The orthometric height was determined by differential leveling
 QA0002.and adjusted by the National Geodetic Survey in June 1991..
 QA0002
 QA0002.The geoid height was determined by GEOID03.
 QA0002
 QA0002.The dynamic height is computed by dividing the NAVD 88
 QA0002.geopotential number by the normal gravity value computed on the
 QA0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0002.degrees latitude (g = 980.6199 gals.).
 QA0002
 QA0002.The modeled gravity was interpolated from observed gravity values.
 QA0002
 QA0002;                    North         East    Units  Estimated Accuracy
 QA0002;SPC ID C     -   315,330.      481,560.      MT  (+/- 180 meters Scaled)
 QA0002
 QA0002                          SUPERSEDED SURVEY CONTROL
 QA0002
 QA0002  NGVD 29 (??/??/92) 1599.524  (m)         5247.77   (f) ADJ UNCH    1 2
 QA0002
 QA0002.Superseded values are not recommended for survey control.
 QA0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0002.See file dsdata.txt to determine how the superseded data were derived.
 QA0002
 QA0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK200316(NAD 83)
 QA0002_MARKER: DB = BENCH MARK DISK
 QA0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0002_SP_SET: BANISTER
 QA0002_STAMPING: H 16 1933 5247.841
 QA0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0002
 QA0002  HISTORY     - Date     Condition        Report By
 QA0002  HISTORY     - 1933     MONUMENTED       CGS
 QA0002  HISTORY     - 1960     GOOD             NGS
 QA0002  HISTORY     - 20001128 MARK NOT FOUND   IDDT
 QA0002
 QA0002                          STATION DESCRIPTION
 QA0002
 QA0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0002'IN CHALLIS.
 QA0002'AT CHALLIS, AT THE PUBLIC SCHOOL, AT THE WEST ENTRANCE ON THE NORTH
 QA0002'SIDE OF THE BUILDING, IN THE TOP OF THE WEST BANISTER OF THE STEPS,
 QA0002'AND 1 FOOT NORTH OF THE WALL.  A STANDARD DISK.
 QA0002
 QA0002                          STATION RECOVERY (2000)
 QA0002
 QA0002'RECOVERY NOTE BY ID DEPT OF TRANSP 2000 (GDJ)
 QA0002'THE PUBLIC SCHOOL MENTIONED IN THE 1960 DESCRIPTION WAS DEMOLISHED
 QA0002'FOLLOWING AN EARTHQUAKE THAT OCCURRED IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0729 ***********************************************************************
 OZ0729  DESIGNATION -  H 161
 OZ0729  PID         -  OZ0729
 OZ0729  STATE/COUNTY-  ID/BOISE
 OZ0729  USGS QUAD   -  ARROWROCK RESERVOIR (1969)
 OZ0729
 OZ0729                         *CURRENT SURVEY CONTROL
 OZ0729  ___________________________________________________________________
 OZ0729* NAD 83(1986)-  43 39 06.     (N)    115 50 05.     (W)     SCALED    
 OZ0729* NAVD 88     -      1092.605  (meters)    3584.65   (feet)  ADJUSTED  
 OZ0729  ___________________________________________________________________
 OZ0729  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 OZ0729  DYNAMIC HT  -        1092.061 (meters)    3582.87  (feet)  COMP
 OZ0729  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 OZ0729
 OZ0729  VERT ORDER  -  SECOND    CLASS 0
 OZ0729
 OZ0729.The horizontal coordinates were scaled from a topographic map and have
 OZ0729.an estimated accuracy of +/- 6 seconds.
 OZ0729
 OZ0729.The orthometric height was determined by differential leveling
 OZ0729.and adjusted by the National Geodetic Survey in June 1991..
 OZ0729
 OZ0729.The geoid height was determined by GEOID03.
 OZ0729
 OZ0729.The dynamic height is computed by dividing the NAVD 88
 OZ0729.geopotential number by the normal gravity value computed on the
 OZ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0729.degrees latitude (g = 980.6199 gals.).
 OZ0729
 OZ0729.The modeled gravity was interpolated from observed gravity values.
 OZ0729
 OZ0729;                    North         East    Units  Estimated Accuracy
 OZ0729;SPC ID W     -   220,500.      793,170.      MT  (+/- 180 meters Scaled)
 OZ0729
 OZ0729                          SUPERSEDED SURVEY CONTROL
 OZ0729
 OZ0729  NGVD 29 (??/??/92) 1091.515  (m)         3581.08   (f) ADJ UNCH    2 0
 OZ0729
 OZ0729.Superseded values are not recommended for survey control.
 OZ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0729.See file dsdata.txt to determine how the superseded data were derived.
 OZ0729
 OZ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ939338(NAD 83)
 OZ0729_MARKER: DB = BENCH MARK DISK
 OZ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0729_STAMPING: H 161 1935
 OZ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0729+STABILITY: SURFACE MOTION
 OZ0729
 OZ0729  HISTORY     - Date     Condition        Report By
 OZ0729  HISTORY     - 1935     MONUMENTED       CGS
 OZ0729
 OZ0729                          STATION DESCRIPTION
 OZ0729
 OZ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0729'0.9 MI NW FROM COTTONWOOD RANGER STATION.
 OZ0729'ABOUT 0.9 MILES NORTHWEST ALONG THE THORNE CREEK ROAD FROM COTTONWOOD
 OZ0729'RANGER STATION, BOISE COUNTY, ABOUT 225 FEET SOUTHWEST OF THE LEE
 OZ0729'WHITE FARMHOUSE, ABOUT 125 FEET SOUTH OF A METAL PIPE CULVERT, 66 FEET
 OZ0729'SOUTHWEST OF THE CENTER OF A WAGON GATE, 27 FEET EAST OF THE CENTER
 OZ0729'LINE OF THE ROAD, AND 4.3 FEET EAST OF THE FENCE LINE.  A STANDARD
 OZ0729'DISK, STAMPED H 161 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0477 ***********************************************************************
 OZ0477  DESIGNATION -  H 163
 OZ0477  PID         -  OZ0477
 OZ0477  STATE/COUNTY-  ID/ELMORE
 OZ0477  USGS QUAD   -  HOUSE MOUNTAIN (1973)
 OZ0477
 OZ0477                         *CURRENT SURVEY CONTROL
 OZ0477  ___________________________________________________________________
 OZ0477* NAD 83(1986)-  43 29 11.     (N)    115 23 53.     (W)     SCALED    
 OZ0477* NAVD 88     -      1520.353  (meters)    4988.02   (feet)  ADJUSTED  
 OZ0477  ___________________________________________________________________
 OZ0477  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 OZ0477  DYNAMIC HT  -        1519.441 (meters)    4985.03  (feet)  COMP
 OZ0477  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 OZ0477
 OZ0477  VERT ORDER  -  SECOND    CLASS 0
 OZ0477
 OZ0477.The horizontal coordinates were scaled from a topographic map and have
 OZ0477.an estimated accuracy of +/- 6 seconds.
 OZ0477
 OZ0477.The orthometric height was determined by differential leveling
 OZ0477.and adjusted by the National Geodetic Survey in June 1991..
 OZ0477
 OZ0477.The geoid height was determined by GEOID03.
 OZ0477
 OZ0477.The dynamic height is computed by dividing the NAVD 88
 OZ0477.geopotential number by the normal gravity value computed on the
 OZ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0477.degrees latitude (g = 980.6199 gals.).
 OZ0477
 OZ0477.The modeled gravity was interpolated from observed gravity values.
 OZ0477
 OZ0477;                    North         East    Units  Estimated Accuracy
 OZ0477;SPC ID W     -   202,190.      828,470.      MT  (+/- 180 meters Scaled)
 OZ0477
 OZ0477                          SUPERSEDED SURVEY CONTROL
 OZ0477
 OZ0477  NGVD 29 (??/??/92) 1519.185  (m)         4984.19   (f) ADJ UNCH    2 0
 OZ0477
 OZ0477.Superseded values are not recommended for survey control.
 OZ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0477.See file dsdata.txt to determine how the superseded data were derived.
 OZ0477
 OZ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ295160(NAD 83)
 OZ0477_MARKER: DB = BENCH MARK DISK
 OZ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0477_STAMPING: H 163 1935
 OZ0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0477+STABILITY: SURFACE MOTION
 OZ0477
 OZ0477  HISTORY     - Date     Condition        Report By
 OZ0477  HISTORY     - 1935     MONUMENTED       CGS
 OZ0477  HISTORY     - 1973     MARK NOT FOUND   USGS
 OZ0477
 OZ0477                          STATION DESCRIPTION
 OZ0477
 OZ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0477'5.3 MI NW FROM LESTER CREEK RANGER STATION.
 OZ0477'ABOUT 5.3 MILES NORTHWEST ALONG THE LONG GULCH ROAD FROM LESTER CREEK
 OZ0477'RANGER STATION, ELMORE COUNTY, ABOUT 1.2 MILES WEST OF THE ICE SPRINGS
 OZ0477'CAMP GROUNDS, 44 FEET SOUTH OF THE SOUTH EDGE OF A WOODEN BRIDGE OVER
 OZ0477'TALLY CREEK, 42 FEET NORTH OF LAVA FLOW, AND 24 FEET EAST OF THE
 OZ0477'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED H 163 1935 AND SET
 OZ0477'IN THE TOP OF A CONCRETE POST.
 OZ0477
 OZ0477                          STATION RECOVERY (1973)
 OZ0477
 OZ0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0796 ***********************************************************************
 NU0796  DESIGNATION -  H 165
 NU0796  PID         -  NU0796
 NU0796  STATE/COUNTY-  ID/BLAINE
 NU0796  USGS QUAD   -  LAKE WALCOTT WEST (1984)
 NU0796
 NU0796                         *CURRENT SURVEY CONTROL
 NU0796  ___________________________________________________________________
 NU0796* NAD 83(1986)-  42 43 54.     (N)    113 23 06.     (W)     SCALED    
 NU0796* NAVD 88     -      1315.762  (meters)    4316.80   (feet)  ADJUSTED  
 NU0796  ___________________________________________________________________
 NU0796  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 NU0796  DYNAMIC HT  -        1315.024 (meters)    4314.37  (feet)  COMP
 NU0796  MODELED GRAV-     980,014.2   (mgal)                       NAVD 88
 NU0796
 NU0796  VERT ORDER  -  FIRST     CLASS II
 NU0796
 NU0796.The horizontal coordinates were scaled from a topographic map and have
 NU0796.an estimated accuracy of +/- 6 seconds.
 NU0796
 NU0796.The orthometric height was determined by differential leveling
 NU0796.and adjusted by the National Geodetic Survey in June 1991..
 NU0796
 NU0796.The geoid height was determined by GEOID03.
 NU0796
 NU0796.The dynamic height is computed by dividing the NAVD 88
 NU0796.geopotential number by the normal gravity value computed on the
 NU0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0796.degrees latitude (g = 980.6199 gals.).
 NU0796
 NU0796.The modeled gravity was interpolated from observed gravity values.
 NU0796
 NU0796;                    North         East    Units  Estimated Accuracy
 NU0796;SPC ID C     -   118,470.      550,360.      MT  (+/- 180 meters Scaled)
 NU0796
 NU0796                          SUPERSEDED SURVEY CONTROL
 NU0796
 NU0796  NGVD 29 (??/??/92) 1314.782  (m)         4313.58   (f) ADJ UNCH    1 2
 NU0796
 NU0796.Superseded values are not recommended for survey control.
 NU0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0796.See file dsdata.txt to determine how the superseded data were derived.
 NU0796
 NU0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN047337(NAD 83)
 NU0796_MARKER: DB = BENCH MARK DISK
 NU0796_SETTING: 66 = SET IN ROCK OUTCROP
 NU0796_SP_SET: BEDROCK
 NU0796_STAMPING: H 165 1941
 NU0796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0796+STABILITY: POSITION/ELEVATION WELL
 NU0796
 NU0796  HISTORY     - Date     Condition        Report By
 NU0796  HISTORY     - 1941     MONUMENTED       CGS
 NU0796  HISTORY     - 1957     GOOD             USGS
 NU0796
 NU0796                          STATION DESCRIPTION
 NU0796
 NU0796'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0796'5.5 MI E FROM MINIDOKA.
 NU0796'IN BLAINE COUNTY, 5.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 NU0796'THE STATION AT MINIDOKA, MINIDOKA COUNTY 1 POLE EAST OF MILEPOST 267,
 NU0796'80 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 20 FEET SOUTHWEST OF A
 NU0796'POLE, AND IN BEDROCK.  A STANDARD DISK, STAMPED H 165 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0461 ***********************************************************************
 SU0461  DESIGNATION -  H 166
 SU0461  PID         -  SU0461
 SU0461  STATE/COUNTY-  ID/SHOSHONE
 SU0461  USGS QUAD   -  SHEFOOT MOUNTAIN (1995)
 SU0461
 SU0461                         *CURRENT SURVEY CONTROL
 SU0461  ___________________________________________________________________
 SU0461* NAD 83(1986)-  47 21 08.     (N)    115 40 43.     (W)     SCALED    
 SU0461* NAVD 88     -      1040.851  (meters)    3414.86   (feet)  ADJUSTED  
 SU0461  ___________________________________________________________________
 SU0461  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 SU0461  DYNAMIC HT  -        1040.732 (meters)    3414.47  (feet)  COMP
 SU0461  MODELED GRAV-     980,463.5   (mgal)                       NAVD 88
 SU0461
 SU0461  VERT ORDER  -  SECOND    CLASS 0
 SU0461
 SU0461.The horizontal coordinates were scaled from a topographic map and have
 SU0461.an estimated accuracy of +/- 6 seconds.
 SU0461
 SU0461.The orthometric height was determined by differential leveling
 SU0461.and adjusted by the National Geodetic Survey in June 1991..
 SU0461
 SU0461.The geoid height was determined by GEOID03.
 SU0461
 SU0461.The dynamic height is computed by dividing the NAVD 88
 SU0461.geopotential number by the normal gravity value computed on the
 SU0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0461.degrees latitude (g = 980.6199 gals.).
 SU0461
 SU0461.The modeled gravity was interpolated from observed gravity values.
 SU0461
 SU0461;                    North         East    Units  Estimated Accuracy
 SU0461;SPC ID W     -   631,750.      805,390.      MT  (+/- 180 meters Scaled)
 SU0461
 SU0461                          SUPERSEDED SURVEY CONTROL
 SU0461
 SU0461  NGVD 29 (??/??/92) 1039.620  (m)         3410.82   (f) ADJ UNCH    2 0
 SU0461
 SU0461.Superseded values are not recommended for survey control.
 SU0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0461.See file dsdata.txt to determine how the superseded data were derived.
 SU0461
 SU0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN997451(NAD 83)
 SU0461_MARKER: DB = BENCH MARK DISK
 SU0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0461_SP_SET: FOOTING
 SU0461_STAMPING: H 166 1935
 SU0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0461
 SU0461  HISTORY     - Date     Condition        Report By
 SU0461  HISTORY     - 1935     MONUMENTED       CGS
 SU0461  HISTORY     - 1963     GOOD             NGS
 SU0461  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0461
 SU0461                          STATION DESCRIPTION
 SU0461
 SU0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SU0461'12.6 MI N FROM AVERY.
 SU0461'12.6 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SU0461'RAILROAD FROM THE STATION AT AVERY AT THE ABANDONED VILLAGE OF FALCON,
 SU0461'0.6 MILE NORTH OF MILE POST NO. 1761, 520 YARDS WEST OF THE SIGN,
 SU0461'FALCON, 60 FEET EAST OF A POWER LINE BRACE POLE, 30 FEET NORTHEAST OF
 SU0461'THE NEAREST RAIL OF THE RAILROAD AND 9 FEET NORTHEAST OF A WOVEN WIRE
 SU0461'FENCE, IN THE TOP OF THE NORTH CONCRETE BASE OF THE DESTROYED WATER
 SU0461'TANK.
 SU0461
 SU0461                          STATION RECOVERY (1982)
 SU0461
 SU0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0187 ***********************************************************************
 SV0187  DESIGNATION -  H 167
 SV0187  PID         -  SV0187
 SV0187  STATE/COUNTY-  ID/SHOSHONE
 SV0187  USGS QUAD   -  KELLOGG EAST (1996)
 SV0187
 SV0187                         *CURRENT SURVEY CONTROL
 SV0187  ___________________________________________________________________
 SV0187* NAD 83(1986)-  47 31 37.     (N)    116 03 02.     (W)     SCALED    
 SV0187* NAVD 88     -       734.018  (meters)    2408.19   (feet)  ADJUSTED  
 SV0187  ___________________________________________________________________
 SV0187  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 SV0187  DYNAMIC HT  -         734.010 (meters)    2408.16  (feet)  COMP
 SV0187  MODELED GRAV-     980,579.1   (mgal)                       NAVD 88
 SV0187
 SV0187  VERT ORDER  -  SECOND    CLASS 0
 SV0187
 SV0187.The horizontal coordinates were scaled from a topographic map and have
 SV0187.an estimated accuracy of +/- 6 seconds.
 SV0187
 SV0187.The orthometric height was determined by differential leveling
 SV0187.and adjusted by the National Geodetic Survey in June 1991..
 SV0187
 SV0187.The geoid height was determined by GEOID03.
 SV0187
 SV0187.The dynamic height is computed by dividing the NAVD 88
 SV0187.geopotential number by the normal gravity value computed on the
 SV0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0187.degrees latitude (g = 980.6199 gals.).
 SV0187
 SV0187.The modeled gravity was interpolated from observed gravity values.
 SV0187
 SV0187;                    North         East    Units  Estimated Accuracy
 SV0187;SPC ID W     -   651,220.      777,370.      MT  (+/- 180 meters Scaled)
 SV0187
 SV0187                          SUPERSEDED SURVEY CONTROL
 SV0187
 SV0187  NGVD 29 (??/??/92)  732.904  (m)         2404.54   (f) ADJ UNCH    2 0
 SV0187
 SV0187.Superseded values are not recommended for survey control.
 SV0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0187.See file dsdata.txt to determine how the superseded data were derived.
 SV0187
 SV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN714641(NAD 83)
 SV0187_MARKER: DB = BENCH MARK DISK
 SV0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0187_STAMPING: H 167 1935
 SV0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0187+STABILITY: SURFACE MOTION
 SV0187
 SV0187  HISTORY     - Date     Condition        Report By
 SV0187  HISTORY     - 1935     MONUMENTED       CGS
 SV0187  HISTORY     - 1980     MARK NOT FOUND   USGS
 SV0187
 SV0187                          STATION DESCRIPTION
 SV0187
 SV0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0187'3.1 MI W FROM OSBURN.
 SV0187'3.1 MILES WEST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND NAVIGATION
 SV0187'CO. RAILROAD FROM THE STATION AT OSBURN, SHOSHONE COUNTY, 0.3 MILE
 SV0187'WEST OF MILEPOST 73, ABOUT 150 FEET WEST OF THE WEST CORNER OF THE
 SV0187'STATION AT SHONT, 160 FEET EAST OF THE EAST CORNER OF A SUNSHINE MINE
 SV0187'TWO-STORY HOUSE, 87 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 SV0187'27.5 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD, AND 1.4 FEET
 SV0187'NORTHEAST OF THE FIELD FENCE.  A STANDARD DISK, STAMPED H 167 1935 AND
 SV0187'SET IN THE TOP OF A CONCRETE POST.
 SV0187
 SV0187                          STATION RECOVERY (1980)
 SV0187
 SV0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0615 ***********************************************************************
 SU0615  DESIGNATION -  H 168
 SU0615  PID         -  SU0615
 SU0615  STATE/COUNTY-  ID/SHOSHONE
 SU0615  USGS QUAD   -  BURKE (1996)
 SU0615
 SU0615                         *CURRENT SURVEY CONTROL
 SU0615  ___________________________________________________________________
 SU0615* NAD 83(1986)-  47 31 48.     (N)    115 46 34.     (W)     SCALED    
 SU0615* NAVD 88     -      1316.578  (meters)    4319.47   (feet)  ADJUSTED  
 SU0615  ___________________________________________________________________
 SU0615  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 SU0615  DYNAMIC HT  -        1316.425 (meters)    4318.97  (feet)  COMP
 SU0615  MODELED GRAV-     980,449.6   (mgal)                       NAVD 88
 SU0615
 SU0615  VERT ORDER  -  SECOND    CLASS 0
 SU0615
 SU0615.The horizontal coordinates were scaled from a topographic map and have
 SU0615.an estimated accuracy of +/- 6 seconds.
 SU0615
 SU0615.The orthometric height was determined by differential leveling
 SU0615.and adjusted by the National Geodetic Survey in June 1991..
 SU0615
 SU0615.The geoid height was determined by GEOID03.
 SU0615
 SU0615.The dynamic height is computed by dividing the NAVD 88
 SU0615.geopotential number by the normal gravity value computed on the
 SU0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0615.degrees latitude (g = 980.6199 gals.).
 SU0615
 SU0615.The modeled gravity was interpolated from observed gravity values.
 SU0615
 SU0615;                    North         East    Units  Estimated Accuracy
 SU0615;SPC ID W     -   651,510.      798,030.      MT  (+/- 180 meters Scaled)
 SU0615
 SU0615                          SUPERSEDED SURVEY CONTROL
 SU0615
 SU0615  NGVD 29 (??/??/92) 1315.356  (m)         4315.46   (f) ADJ UNCH    2 0
 SU0615
 SU0615.Superseded values are not recommended for survey control.
 SU0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0615.See file dsdata.txt to determine how the superseded data were derived.
 SU0615
 SU0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN921647(NAD 83)
 SU0615_MARKER: DB = BENCH MARK DISK
 SU0615_SETTING: 80 = SET IN A BOULDER
 SU0615_SP_SET: BOULDER
 SU0615_STAMPING: H 168 1935
 SU0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0615+STABILITY: SURFACE MOTION
 SU0615
 SU0615  HISTORY     - Date     Condition        Report By
 SU0615  HISTORY     - 1935     MONUMENTED       CGS
 SU0615  HISTORY     - 1952     MARK NOT FOUND   NGS
 SU0615
 SU0615                          STATION DESCRIPTION
 SU0615
 SU0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SU0615'2.1 MI E FROM BURKE.
 SU0615'2.1 MILES EAST ALONG STATE HIGHWAY 4 FROM THE UNION PACIFIC RAILROAD
 SU0615'STATION AT BURKE, SHOSHONE COUNTY, UNDER THE FIRST POWERLINE NORTH OF
 SU0615'THE HIGHWAY, 99.5 FEET WEST OF THE TWO POLES 10 FEET NORTH OF THE
 SU0615'HIGHWAY, 31.1 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 SU0615'TOP OF A LARGE BOULDER.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0305 ***********************************************************************
 QY0305  DESIGNATION -  H 17
 QY0305  PID         -  QY0305
 QY0305  STATE/COUNTY-  ID/LEMHI
 QY0305  USGS QUAD   -  WILLIAMS LAKE (1989)
 QY0305
 QY0305                         *CURRENT SURVEY CONTROL
 QY0305  ___________________________________________________________________
 QY0305* NAD 83(1986)-  45 00 17.     (N)    113 55 52.     (W)     SCALED    
 QY0305* NAVD 88     -      1289.484  (meters)    4230.58   (feet)  ADJUSTED  
 QY0305  ___________________________________________________________________
 QY0305  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 QY0305  DYNAMIC HT  -        1288.939 (meters)    4228.79  (feet)  COMP
 QY0305  MODELED GRAV-     980,150.8   (mgal)                       NAVD 88
 QY0305
 QY0305  VERT ORDER  -  FIRST     CLASS II
 QY0305
 QY0305.The horizontal coordinates were scaled from a topographic map and have
 QY0305.an estimated accuracy of +/- 6 seconds.
 QY0305
 QY0305.The orthometric height was determined by differential leveling
 QY0305.and adjusted by the National Geodetic Survey in June 1991..
 QY0305
 QY0305.The geoid height was determined by GEOID03.
 QY0305
 QY0305.The dynamic height is computed by dividing the NAVD 88
 QY0305.geopotential number by the normal gravity value computed on the
 QY0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0305.degrees latitude (g = 980.6199 gals.).
 QY0305
 QY0305.The modeled gravity was interpolated from observed gravity values.
 QY0305
 QY0305;                    North         East    Units  Estimated Accuracy
 QY0305;SPC ID C     -   370,840.      505,430.      MT  (+/- 180 meters Scaled)
 QY0305
 QY0305                          SUPERSEDED SURVEY CONTROL
 QY0305
 QY0305  NGVD 29 (??/??/92) 1288.302  (m)         4226.70   (f) ADJ UNCH    1 2
 QY0305
 QY0305.Superseded values are not recommended for survey control.
 QY0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0305.See file dsdata.txt to determine how the superseded data were derived.
 QY0305
 QY0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ690876(NAD 83)
 QY0305_MARKER: DD = SURVEY DISK
 QY0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0305_STAMPING: 4226.753 H17 1933
 QY0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0305+STABILITY: SURFACE MOTION
 QY0305
 QY0305  HISTORY     - Date     Condition        Report By
 QY0305  HISTORY     - 1933     MONUMENTED       CGS
 QY0305  HISTORY     - 1955     GOOD             NGS
 QY0305
 QY0305                          STATION DESCRIPTION
 QY0305
 QY0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QY0305'12.4 MI S FROM SALMON.
 QY0305'12.4 MILES SOUTH ALONG US HIGHWAY 93 FROM THE JUNCTION OF STATE
 QY0305'HIGHWAY 28 AND SALMON, LEMHI CO., 0.5 MILES SOUTH OF TWELVE MILE
 QY0305'CREEK, 0.2 MILE NORTH OF A BEND IN THE RIVER, 250 FEET NORTH OF A CUT
 QY0305'AND 50 FEET EAST OF THE CENTER LINE OF THE HIHEAT.  A STANDARD DISK,
 QY0305'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QY0305'NOTE-- THE STATION IS NOW 90 FEET EAST OF THE CENTERLINE OF THE
 QY0305'HIGHWAY AND 6 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0520 ***********************************************************************
 NV0520  DESIGNATION -  H 170
 NV0520  PID         -  NV0520
 NV0520  STATE/COUNTY-  ID/OWYHEE
 NV0520  USGS QUAD   -  BLACK BUTTE WEST (1980)
 NV0520
 NV0520                         *CURRENT SURVEY CONTROL
 NV0520  ___________________________________________________________________
 NV0520* NAD 83(1986)-  42 42 37.     (N)    115 29 05.     (W)     SCALED    
 NV0520* NAVD 88     -      1110.565  (meters)    3643.58   (feet)  ADJUSTED  
 NV0520  ___________________________________________________________________
 NV0520  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 NV0520  DYNAMIC HT  -        1109.987 (meters)    3641.68  (feet)  COMP
 NV0520  MODELED GRAV-     980,062.9   (mgal)                       NAVD 88
 NV0520
 NV0520  VERT ORDER  -  SECOND    CLASS 0
 NV0520
 NV0520.The horizontal coordinates were scaled from a topographic map and have
 NV0520.an estimated accuracy of +/- 6 seconds.
 NV0520
 NV0520.The orthometric height was determined by differential leveling
 NV0520.and adjusted by the National Geodetic Survey in June 1991..
 NV0520
 NV0520.The geoid height was determined by GEOID03.
 NV0520
 NV0520.The dynamic height is computed by dividing the NAVD 88
 NV0520.geopotential number by the normal gravity value computed on the
 NV0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0520.degrees latitude (g = 980.6199 gals.).
 NV0520
 NV0520.The modeled gravity was interpolated from observed gravity values.
 NV0520
 NV0520;                    North         East    Units  Estimated Accuracy
 NV0520;SPC ID W     -   115,950.      821,730.      MT  (+/- 180 meters Scaled)
 NV0520
 NV0520                          SUPERSEDED SURVEY CONTROL
 NV0520
 NV0520  NGVD 29 (??/??/92) 1109.639  (m)         3640.54   (f) ADJ UNCH    2 0
 NV0520
 NV0520.Superseded values are not recommended for survey control.
 NV0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0520.See file dsdata.txt to determine how the superseded data were derived.
 NV0520
 NV0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH240297(NAD 83)
 NV0520_MARKER: DB = BENCH MARK DISK
 NV0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0520_STAMPING: H 170 1935
 NV0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0520+STABILITY: SURFACE MOTION
 NV0520
 NV0520  HISTORY     - Date     Condition        Report By
 NV0520  HISTORY     - 1935     MONUMENTED       CGS
 NV0520  HISTORY     - 1975     GOOD             USGS
 NV0520
 NV0520                          STATION DESCRIPTION
 NV0520
 NV0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0520'17.1 MI SE FROM HOT SPRING.
 NV0520'ABOUT 17.1 MILES SOUTHEAST ALONG THE CASTLEFORD ROAD FROM THE HOT
 NV0520'SPRING BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 3.5 MILES SOUTHWEST
 NV0520'OF SAILOR CAP BUTTE, ABOUT 1.9 MILES NORTHEAST OF THE JUNCTION OF THE
 NV0520'ROAD LEADING TO WINTER CAMPS, ABOUT 1.3 MILES SOUTH OF THE JUNCTION OF
 NV0520'A ROAD LEADING TO INDIAN COVE, ABOUT 0.7 MILE NORTH OF A ROAD AT THE
 NV0520'SUMMIT OF A HILL, 41 FEET WEST OF THE CENTER LINE OF THE ROAD, N. 73
 NV0520'DEG 15 MIN. W. FROM THE HIGHEST POINT OF BLUE BUTTE, S. 52 DEG 16 MIN.
 NV0520'E FROM THE HIGHEST POINT OF PENCE BUTTE, S. 85 DEG 37 MIN. E. FROM THE
 NV0520'CAIRN ON POT HOLE BUTTE, AND S. 54 DEG. 25 MIN. W. FROM THE LARGE CAP
 NV0520'CAIRN.  A STANDARD DISK, STAMPED H 170 1935 AND SET IN THE TOP OF A
 NV0520'CONCRETE POST.
 NV0520
 NV0520                          STATION RECOVERY (1975)
 NV0520
 NV0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0520'HAMMETT, IDAHO, 4.2 MI WEST OF ALONG INDIAN COVE BRIDGE. WEST ON
 NV0520'STATE HWY. 78 1.6 MI, TURN LEFT ONTO DIRT RD. SOUTH, 1.9 MI TO Y-RD.
 NV0520'INTERSECTION. RIGHT SOUTH 0.9 MI TO Y-RD. INTERSECTION, LEFT 13.6 MI
 NV0520'TO INTERSECTION. KEEP LEFT 1.8 MI TO RD. TRIANGLE, RIGHT SOUTH 1.3 MI
 NV0520'TO T-RD. EAST 41 FT WEST OF NORTH-SOUTH RD. SET IN TOP OF CONCRETE
 NV0520'POST. STANDARD DISK STAMPED H 170 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0386 ***********************************************************************
 RY0386  DESIGNATION -  H 172
 RY0386  PID         -  RY0386
 RY0386  STATE/COUNTY-  ID/CLEARWATER
 RY0386  USGS QUAD   -  PIERCE (1994)
 RY0386
 RY0386                         *CURRENT SURVEY CONTROL
 RY0386  ___________________________________________________________________
 RY0386* NAD 83(1986)-  46 29 29.     (N)    115 47 49.     (W)     SCALED    
 RY0386* NAVD 88     -       968.888  (meters)    3178.76   (feet)  ADJUSTED  
 RY0386  ___________________________________________________________________
 RY0386  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 RY0386  DYNAMIC HT  -         968.763 (meters)    3178.35  (feet)  COMP
 RY0386  MODELED GRAV-     980,452.2   (mgal)                       NAVD 88
 RY0386
 RY0386  VERT ORDER  -  FIRST     CLASS II
 RY0386
 RY0386.The horizontal coordinates were scaled from a topographic map and have
 RY0386.an estimated accuracy of +/- 6 seconds.
 RY0386
 RY0386.The orthometric height was determined by differential leveling
 RY0386.and adjusted by the National Geodetic Survey in June 1991..
 RY0386
 RY0386.The geoid height was determined by GEOID03.
 RY0386
 RY0386.The dynamic height is computed by dividing the NAVD 88
 RY0386.geopotential number by the normal gravity value computed on the
 RY0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0386.degrees latitude (g = 980.6199 gals.).
 RY0386
 RY0386.The modeled gravity was interpolated from observed gravity values.
 RY0386
 RY0386;                    North         East    Units  Estimated Accuracy
 RY0386;SPC ID W     -   536,060.      796,400.      MT  (+/- 180 meters Scaled)
 RY0386
 RY0386                          SUPERSEDED SURVEY CONTROL
 RY0386
 RY0386  NGVD 29 (??/??/92)  967.786  (m)         3175.14   (f) ADJ UNCH    1 2
 RY0386
 RY0386.Superseded values are not recommended for survey control.
 RY0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0386.See file dsdata.txt to determine how the superseded data were derived.
 RY0386
 RY0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM923493(NAD 83)
 RY0386_MARKER: DB = BENCH MARK DISK
 RY0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0386_SP_SET: BUILDING
 RY0386_STAMPING: H 172 1935
 RY0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0386
 RY0386  HISTORY     - Date     Condition        Report By
 RY0386  HISTORY     - 1935     MONUMENTED       CGS
 RY0386  HISTORY     - 1950     GOOD             NGS
 RY0386
 RY0386                          STATION DESCRIPTION
 RY0386
 RY0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0386'0.2 MI E FROM PIERCE.
 RY0386'1 BLOCK NORTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0386'PIERCE, THENCE 0.2 MILE EAST ALONG THE OLD FRENCH MOUNTAIN ROAD, SET
 RY0386'VERTICALLY IN THE WEST CONCRETE WALL OF THE HIGH SCHOOL AT PIERCE, 3.3
 RY0386'FEET NORTH OF THE CENTER OF THE WEST ENTRANCE, AND ABOUT 3.8 FEET
 RY0386'HIGHER THAN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1201 ***********************************************************************
 NU1201  DESIGNATION -  H 175
 NU1201  PID         -  NU1201
 NU1201  STATE/COUNTY-  ID/CASSIA
 NU1201  USGS QUAD   -  RUPERT (1976)
 NU1201
 NU1201                         *CURRENT SURVEY CONTROL
 NU1201  ___________________________________________________________________
 NU1201* NAD 83(1986)-  42 31 04.     (N)    113 44 02.     (W)     SCALED    
 NU1201* NAVD 88     -      1272.154  (meters)    4173.73   (feet)  ADJUSTED  
 NU1201  ___________________________________________________________________
 NU1201  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NU1201  DYNAMIC HT  -        1271.413 (meters)    4171.29  (feet)  COMP
 NU1201  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 NU1201
 NU1201  VERT ORDER  -  SECOND    CLASS 0
 NU1201
 NU1201.The horizontal coordinates were scaled from a topographic map and have
 NU1201.an estimated accuracy of +/- 6 seconds.
 NU1201
 NU1201.The orthometric height was determined by differential leveling
 NU1201.and adjusted by the National Geodetic Survey in June 1991..
 NU1201
 NU1201.The geoid height was determined by GEOID03.
 NU1201
 NU1201.The dynamic height is computed by dividing the NAVD 88
 NU1201.geopotential number by the normal gravity value computed on the
 NU1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1201.degrees latitude (g = 980.6199 gals.).
 NU1201
 NU1201.The modeled gravity was interpolated from observed gravity values.
 NU1201
 NU1201;                    North         East    Units  Estimated Accuracy
 NU1201;SPC ID C     -    94,570.      521,870.      MT  (+/- 180 meters Scaled)
 NU1201
 NU1201                          SUPERSEDED SURVEY CONTROL
 NU1201
 NU1201  NGVD 29 (??/??/92) 1271.181  (m)         4170.53   (f) ADJ UNCH    2 0
 NU1201
 NU1201.Superseded values are not recommended for survey control.
 NU1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1201.See file dsdata.txt to determine how the superseded data were derived.
 NU1201
 NU1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN754108(NAD 83)
 NU1201_MARKER: DD = SURVEY DISK
 NU1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1201_STAMPING: USBM H 175 STA 133+25
 NU1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1201+STABILITY: SURFACE MOTION
 NU1201
 NU1201  HISTORY     - Date     Condition        Report By
 NU1201  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1201  HISTORY     - 1935     GOOD             NGS
 NU1201
 NU1201                          STATION DESCRIPTION
 NU1201
 NU1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1201'3.8 MI E FROM BURLEY.
 NU1201'3.8 MILES EAST ALONG U. S. HIGHWAY 30 S FROM THE CITY HALL AT BURLEY,
 NU1201'CASSIA COUNTY, 87.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 NU1201'40 FEET SOUTH OF THE CENTERLINE OF THE UNION PACIFIC RAILROAD TRACK.
 NU1201'AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED USBM H 175
 NU1201'STA 133+25 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1224 ***********************************************************************
 NU1224  DESIGNATION -  H 176
 NU1224  PID         -  NU1224
 NU1224  STATE/COUNTY-  ID/CASSIA
 NU1224  USGS QUAD   -  RUPERT SE (1978)
 NU1224
 NU1224                         *CURRENT SURVEY CONTROL
 NU1224  ___________________________________________________________________
 NU1224* NAD 83(1986)-  42 31 23.     (N)    113 35 49.     (W)     SCALED    
 NU1224* NAVD 88     -      1292.325  (meters)    4239.90   (feet)  ADJUSTED  
 NU1224  ___________________________________________________________________
 NU1224  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NU1224  DYNAMIC HT  -        1291.585 (meters)    4237.48  (feet)  COMP
 NU1224  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 NU1224
 NU1224  VERT ORDER  -  SECOND    CLASS 0
 NU1224
 NU1224.The horizontal coordinates were scaled from a topographic map and have
 NU1224.an estimated accuracy of +/- 6 seconds.
 NU1224
 NU1224.The orthometric height was determined by differential leveling
 NU1224.and adjusted by the National Geodetic Survey in June 1991..
 NU1224
 NU1224.The geoid height was determined by GEOID03.
 NU1224
 NU1224.The dynamic height is computed by dividing the NAVD 88
 NU1224.geopotential number by the normal gravity value computed on the
 NU1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1224.degrees latitude (g = 980.6199 gals.).
 NU1224
 NU1224.The modeled gravity was interpolated from observed gravity values.
 NU1224
 NU1224;                    North         East    Units  Estimated Accuracy
 NU1224;SPC ID C     -    95,200.      533,120.      MT  (+/- 180 meters Scaled)
 NU1224
 NU1224                          SUPERSEDED SURVEY CONTROL
 NU1224
 NU1224  NGVD 29 (??/??/92) 1291.357  (m)         4236.73   (f) ADJ UNCH    2 0
 NU1224
 NU1224.Superseded values are not recommended for survey control.
 NU1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1224.See file dsdata.txt to determine how the superseded data were derived.
 NU1224
 NU1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN866111(NAD 83)
 NU1224_MARKER: DD = SURVEY DISK
 NU1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1224_STAMPING: USBM H 176 POC 507.48
 NU1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1224+STABILITY: SURFACE MOTION
 NU1224
 NU1224  HISTORY     - Date     Condition        Report By
 NU1224  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1224  HISTORY     - 1935     GOOD             NGS
 NU1224
 NU1224                          STATION DESCRIPTION
 NU1224
 NU1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1224'9.3 MI W FROM COTTEREL.
 NU1224'9.3 MILES WEST ALONG U. S. HIGHWAY 30 S FROM COTTEREL, CASSIA COUNTY,
 NU1224'90 FEET NORTH OF THE CENTERLINE OF THE UNION PACIFIC RAILROAD TRACK,
 NU1224'AND 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  AN IDAHO
 NU1224'DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED USBM H 176 POC
 NU1224'507.48 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1091 ***********************************************************************
 NU1091  DESIGNATION -  H 178
 NU1091  PID         -  NU1091
 NU1091  STATE/COUNTY-  ID/CASSIA
 NU1091  USGS QUAD   -  BASIN (1968)
 NU1091
 NU1091                         *CURRENT SURVEY CONTROL
 NU1091  ___________________________________________________________________
 NU1091* NAD 83(1994)-  42 14 33.59889(N)    113 51 13.19878(W)     ADJUSTED  
 NU1091* NAVD 88     -      1417.099  (meters)    4649.27   (feet)  ADJUSTED  
 NU1091  ___________________________________________________________________
 NU1091  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 NU1091  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 NU1091  DYNAMIC HT  -        1416.151 (meters)    4646.16  (feet)  COMP
 NU1091  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 NU1091
 NU1091  HORZ ORDER  -  THIRD
 NU1091  VERT ORDER  -  SECOND    CLASS 0
 NU1091
 NU1091.The horizontal coordinates were established by classical geodetic methods
 NU1091.and adjusted by the National Geodetic Survey in November 1997..
 NU1091
 NU1091.The orthometric height was determined by differential leveling
 NU1091.and adjusted by the National Geodetic Survey in June 1991..
 NU1091
 NU1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1091
 NU1091.The geoid height was determined by GEOID03.
 NU1091
 NU1091.The dynamic height is computed by dividing the NAVD 88
 NU1091.geopotential number by the normal gravity value computed on the
 NU1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1091.degrees latitude (g = 980.6199 gals.).
 NU1091
 NU1091.The modeled gravity was interpolated from observed gravity values.
 NU1091
 NU1091;                    North         East     Units Scale Factor Converg.
 NU1091;SPC ID C     -    63,984.672   512,077.050   MT  0.99994916   +0 05 54.2
 NU1091;UTM  12      - 4,680,663.170   264,556.672   MT  1.00028212   -1 55 09.5
 NU1091
 NU1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1091!SPC ID C     -   0.99978014  x   0.99994916  =   0.99972931
 NU1091!UTM  12      -   0.99978014  x   1.00028212  =   1.00006219
 NU1091
 NU1091                          SUPERSEDED SURVEY CONTROL
 NU1091
 NU1091  NAD 83(1992)-  42 14 33.59812(N)    113 51 13.19923(W) AD(       ) 3
 NU1091  NAD 83(1986)-  42 14 33.59686(N)    113 51 13.19918(W) AD(       ) 3
 NU1091  NGVD 29 (??/??/92) 1416.022  (m)         4645.73   (f) ADJ UNCH    2 0
 NU1091
 NU1091.Superseded values are not recommended for survey control.
 NU1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1091.See file dsdata.txt to determine how the superseded data were derived.
 NU1091
 NU1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM6455780663(NAD 83)
 NU1091_MARKER: DB = BENCH MARK DISK
 NU1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1091_STAMPING: H 178 1935
 NU1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1091+STABILITY: SURFACE MOTION
 NU1091
 NU1091  HISTORY     - Date     Condition        Report By
 NU1091  HISTORY     - 1935     MONUMENTED       CGS
 NU1091  HISTORY     - 1968     GOOD             USGS
 NU1091  HISTORY     - 1968     GOOD             USGS
 NU1091
 NU1091                          STATION DESCRIPTION
 NU1091
 NU1091'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NU1091'DESCRIBED IN NATIONAL GEODETIC SURVEY LEVEL LINE 37.
 NU1091'
 NU1091'LOCATED ABOUT 1.4 MI. E. ALONG THE MALTA RD. FROM OAKLEY, 48 FT. S.
 NU1091'OF THE RD., 2 FT. S. OF AN E.-W. FENCE LINE, 56 FT. E. OF FIELD
 NU1091'RD., AT A GATE IN THE FENCE LINE.
 NU1091'
 NU1091'STATION MARK--A STANDARD NGS BENCH MARK DISK STAMPED---H 178
 NU1091'1935---, SET IN THE TOP OF A CONCRETE POST.
 NU1091
 NU1091                          STATION RECOVERY (1968)
 NU1091
 NU1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1091'1.4 MI E FROM OAKLEY.
 NU1091'1.4 MILES EAST ALONG THE MALTA ROAD FROM OAKLEY, 48 FEET SOUTH OF THE
 NU1091'ROAD AND 2.0 FEET SOUTH OF AN EAST-WEST FENCELINE, 56 FEET EAST OF A
 NU1091'FIELD ROAD AT A GATE IN THE FENCE LINE.  (THE INTERSECTION MENTIONED
 NU1091'IN THE DESCRIPTION IS NOW GONE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0606 ***********************************************************************
 NU0606  DESIGNATION -  H 179
 NU0606  PID         -  NU0606
 NU0606  STATE/COUNTY-  ID/POWER
 NU0606  USGS QUAD   -  MICHAUD CREEK (1974)
 NU0606
 NU0606                         *CURRENT SURVEY CONTROL
 NU0606  ___________________________________________________________________
 NU0606* NAD 83(1986)-  42 46 51.     (N)    112 37 29.     (W)     SCALED    
 NU0606* NAVD 88     -      1390.420  (meters)    4561.74   (feet)  ADJUSTED  
 NU0606  ___________________________________________________________________
 NU0606  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 NU0606  DYNAMIC HT  -        1389.604 (meters)    4559.06  (feet)  COMP
 NU0606  MODELED GRAV-     979,985.0   (mgal)                       NAVD 88
 NU0606
 NU0606  VERT ORDER  -  SECOND    CLASS 0
 NU0606
 NU0606.The horizontal coordinates were scaled from a topographic map and have
 NU0606.an estimated accuracy of +/- 6 seconds.
 NU0606
 NU0606.The orthometric height was determined by differential leveling
 NU0606.and adjusted by the National Geodetic Survey in June 1991..
 NU0606
 NU0606.The geoid height was determined by GEOID03.
 NU0606
 NU0606.The dynamic height is computed by dividing the NAVD 88
 NU0606.geopotential number by the normal gravity value computed on the
 NU0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0606.degrees latitude (g = 980.6199 gals.).
 NU0606
 NU0606.The modeled gravity was interpolated from observed gravity values.
 NU0606
 NU0606;                    North         East    Units  Estimated Accuracy
 NU0606;SPC ID E     -   123,850.      162,520.      MT  (+/- 180 meters Scaled)
 NU0606
 NU0606                          SUPERSEDED SURVEY CONTROL
 NU0606
 NU0606  NGVD 29 (??/??/92) 1389.368  (m)         4558.28   (f) ADJ UNCH    2 0
 NU0606
 NU0606.Superseded values are not recommended for survey control.
 NU0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0606.See file dsdata.txt to determine how the superseded data were derived.
 NU0606
 NU0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN671377(NAD 83)
 NU0606_MARKER: DB = BENCH MARK DISK
 NU0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0606_STAMPING: H 179 1935
 NU0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0606+STABILITY: SURFACE MOTION
 NU0606
 NU0606  HISTORY     - Date     Condition        Report By
 NU0606  HISTORY     - 1935     MONUMENTED       CGS
 NU0606  HISTORY     - 1938     GOOD             NGS
 NU0606
 NU0606                          STATION DESCRIPTION
 NU0606
 NU0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0606'7.9 MI SE FROM SCHILLER.
 NU0606'7.9 MILES SOUTHEAST ALONG THE PAULINE ROAD FROM THE UNION PACIFIC
 NU0606'RAILROAD STATION AT SCHILLER, POWER COUNTY, MIDWAY BETWEEN TWO RIDGES,
 NU0606'5 POLES SOUTH OF THE POINT WHERE A POLE LINE LEAVES THE ROAD, 2 POLES
 NU0606'NORTH OF A BRACED POLE AT THE TOP OF THE SOUTH RIDGE, 38 FEET WEST OF
 NU0606'THE CENTERLINE OF THE ROAD, AND IN LINE WITH THE ROW OF POLES. A
 NU0606'STANDARD DISK, STAMPED H 179 1935 AND SET IN THE TOP OF A CONCRETE
 NU0606'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0542 ***********************************************************************
 PZ0542  DESIGNATION -  H 18
 PZ0542  PID         -  PZ0542
 PZ0542  STATE/COUNTY-  ID/LEMHI
 PZ0542  USGS QUAD   -  GOAT MOUNTAIN (1988)
 PZ0542
 PZ0542                         *CURRENT SURVEY CONTROL
 PZ0542  ___________________________________________________________________
 PZ0542* NAD 83(1986)-  44 45 30.     (N)    113 29 51.     (W)     SCALED    
 PZ0542* NAVD 88     -      1705.106  (meters)    5594.17   (feet)  ADJUSTED  
 PZ0542  ___________________________________________________________________
 PZ0542  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 PZ0542  DYNAMIC HT  -        1704.200 (meters)    5591.20  (feet)  COMP
 PZ0542  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 PZ0542
 PZ0542  VERT ORDER  -  FIRST     CLASS II
 PZ0542
 PZ0542.The horizontal coordinates were scaled from a topographic map and have
 PZ0542.an estimated accuracy of +/- 6 seconds.
 PZ0542
 PZ0542.The orthometric height was determined by differential leveling
 PZ0542.and adjusted by the National Geodetic Survey in June 1991..
 PZ0542
 PZ0542.The geoid height was determined by GEOID03.
 PZ0542
 PZ0542.The dynamic height is computed by dividing the NAVD 88
 PZ0542.geopotential number by the normal gravity value computed on the
 PZ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0542.degrees latitude (g = 980.6199 gals.).
 PZ0542
 PZ0542.The modeled gravity was interpolated from observed gravity values.
 PZ0542
 PZ0542;                    North         East    Units  Estimated Accuracy
 PZ0542;SPC ID C     -   343,580.      539,790.      MT  (+/- 180 meters Scaled)
 PZ0542
 PZ0542                          SUPERSEDED SURVEY CONTROL
 PZ0542
 PZ0542  NGVD 29 (??/??/92) 1703.778  (m)         5589.81   (f) ADJ UNCH    1 2
 PZ0542
 PZ0542.Superseded values are not recommended for survey control.
 PZ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0542.See file dsdata.txt to determine how the superseded data were derived.
 PZ0542
 PZ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ023591(NAD 83)
 PZ0542_MARKER: DB = BENCH MARK DISK
 PZ0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0542_SP_SET: CONCRETE BLOCK
 PZ0542_STAMPING: H 18 1933
 PZ0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0542
 PZ0542  HISTORY     - Date     Condition        Report By
 PZ0542  HISTORY     - 1933     MONUMENTED       CGS
 PZ0542  HISTORY     - 1956     GOOD             USGS
 PZ0542
 PZ0542                          STATION DESCRIPTION
 PZ0542
 PZ0542'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0542'8.7 MI NW FROM LEADORE.
 PZ0542'ON IDAHO STATE HIGHWAY 28, 37.5 MILES SOUTHEAST OF SALMON, IDAHO, 8.8
 PZ0542'MI. NW OF LEADORE, 500 FEET NW OF A GATE IN RIGHT-OF-WAY FENCE AND 50
 PZ0542'FEET SW OF THE CENTERLINE.  A STANDARD DISK IN CONCRETE BLOCK
 PZ0542'EXTENDING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0475 ***********************************************************************
 NU0475  DESIGNATION -  H 180
 NU0475  PID         -  NU0475
 NU0475  STATE/COUNTY-  ID/POWER
 NU0475  USGS QUAD   -  ROY NE (1973)
 NU0475
 NU0475                         *CURRENT SURVEY CONTROL
 NU0475  ___________________________________________________________________
 NU0475* NAD 83(1986)-  42 27 40.     (N)    112 49 31.     (W)     SCALED    
 NU0475* NAVD 88     -      1508.332  (meters)    4948.59   (feet)  ADJUSTED  
 NU0475  ___________________________________________________________________
 NU0475  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 NU0475  DYNAMIC HT  -        1507.336 (meters)    4945.32  (feet)  COMP
 NU0475  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 NU0475
 NU0475  VERT ORDER  -  SECOND    CLASS 0
 NU0475
 NU0475.The horizontal coordinates were scaled from a topographic map and have
 NU0475.an estimated accuracy of +/- 6 seconds.
 NU0475
 NU0475.The orthometric height was determined by differential leveling
 NU0475.and adjusted by the National Geodetic Survey in June 1991..
 NU0475
 NU0475.The geoid height was determined by GEOID03.
 NU0475
 NU0475.The dynamic height is computed by dividing the NAVD 88
 NU0475.geopotential number by the normal gravity value computed on the
 NU0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0475.degrees latitude (g = 980.6199 gals.).
 NU0475
 NU0475.The modeled gravity was interpolated from observed gravity values.
 NU0475
 NU0475;                    North         East    Units  Estimated Accuracy
 NU0475;SPC ID E     -    88,450.      145,830.      MT  (+/- 180 meters Scaled)
 NU0475
 NU0475                          SUPERSEDED SURVEY CONTROL
 NU0475
 NU0475  NGVD 29 (??/??/92) 1507.217  (m)         4944.93   (f) ADJ UNCH    2 0
 NU0475
 NU0475.Superseded values are not recommended for survey control.
 NU0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0475.See file dsdata.txt to determine how the superseded data were derived.
 NU0475
 NU0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN499025(NAD 83)
 NU0475_MARKER: DB = BENCH MARK DISK
 NU0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0475_STAMPING: H 180 1935
 NU0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0475+STABILITY: SURFACE MOTION
 NU0475
 NU0475  HISTORY     - Date     Condition        Report By
 NU0475  HISTORY     - 1935     MONUMENTED       CGS
 NU0475  HISTORY     - 1973     GOOD             USGS
 NU0475
 NU0475                          STATION DESCRIPTION
 NU0475
 NU0475'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NU0475'6.8 MI N FROM ROY.
 NU0475'9.0 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE LATTER DAY SAINTS
 NU0475'CHURCH IN ROCKLAND, POWER COUNTY, 68 FEET WEST OF THE CENTERLINE OF
 NU0475'THE HIGHWAY, 2 FEET FROM THE SOUTHEAST CORNER OF A FARM PUMP HOUSE, IN
 NU0475'A SMALL FLOWER BED.  A STANDARD DISK, STAMPED H 180 1935 AND SET IN
 NU0475'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0327 ***********************************************************************
 NU0327  DESIGNATION -  H 181
 NU0327  PID         -  NU0327
 NU0327  STATE/COUNTY-  ID/ONEIDA
 NU0327  USGS QUAD   -  MALAD CITY WEST (1968)
 NU0327
 NU0327                         *CURRENT SURVEY CONTROL
 NU0327  ___________________________________________________________________
 NU0327* NAD 83(1986)-  42 14 37.     (N)    112 20 57.     (W)     SCALED    
 NU0327* NAVD 88     -      1471.322  (meters)    4827.16   (feet)  ADJUSTED  
 NU0327  ___________________________________________________________________
 NU0327  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 NU0327  DYNAMIC HT  -        1470.340 (meters)    4823.94  (feet)  COMP
 NU0327  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 NU0327
 NU0327  VERT ORDER  -  SECOND    CLASS 0
 NU0327
 NU0327.The horizontal coordinates were scaled from a topographic map and have
 NU0327.an estimated accuracy of +/- 6 seconds.
 NU0327
 NU0327.The orthometric height was determined by differential leveling
 NU0327.and adjusted by the National Geodetic Survey in June 1991..
 NU0327
 NU0327.The geoid height was determined by GEOID03.
 NU0327
 NU0327.The dynamic height is computed by dividing the NAVD 88
 NU0327.geopotential number by the normal gravity value computed on the
 NU0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0327.degrees latitude (g = 980.6199 gals.).
 NU0327
 NU0327.The modeled gravity was interpolated from observed gravity values.
 NU0327
 NU0327;                    North         East    Units  Estimated Accuracy
 NU0327;SPC ID E     -    64,100.      184,940.      MT  (+/- 180 meters Scaled)
 NU0327
 NU0327                          SUPERSEDED SURVEY CONTROL
 NU0327
 NU0327  NGVD 29 (??/??/92) 1470.231  (m)         4823.58   (f) ADJ UNCH    2 0
 NU0327
 NU0327.Superseded values are not recommended for survey control.
 NU0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0327.See file dsdata.txt to determine how the superseded data were derived.
 NU0327
 NU0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM886777(NAD 83)
 NU0327_MARKER: DB = BENCH MARK DISK
 NU0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0327_STAMPING: H 181 1935
 NU0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0327+STABILITY: SURFACE MOTION
 NU0327
 NU0327  HISTORY     - Date     Condition        Report By
 NU0327  HISTORY     - 1935     MONUMENTED       CGS
 NU0327
 NU0327                          STATION DESCRIPTION
 NU0327
 NU0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU0327'8.1 MI NW FROM MALAD CITY.
 NU0327'ABOUT 8.1 MILES NORTHWEST ALONG THE GRAVEL ROAD LEADING TO ELK HORN
 NU0327'DAM FROM MALAD CITY, ONEIDA COUNTY, ABOUT 150 YARDS WEST OF A BRICK
 NU0327'SCHOOLHOUSE, ABOUT 80 YARDS NORTHEAST OF A BRICK FARMHOUSE, AT A ROAD
 NU0327'INTERSECTION, 27 FEET NORTH OF THE CENTER LINE OF THE SIDE ROAD, AND
 NU0327'57 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD.  A STANDARD DISK,
 NU0327'STAMPED H 181 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1062 ***********************************************************************
 NU1062  DESIGNATION -  H 183
 NU1062  PID         -  NU1062
 NU1062  STATE/COUNTY-  ID/CASSIA
 NU1062  USGS QUAD   -  NIBBS CREEK (1976)
 NU1062
 NU1062                         *CURRENT SURVEY CONTROL
 NU1062  ___________________________________________________________________
 NU1062* NAD 83(1986)-  42 16 40.     (N)    113 28 36.     (W)     SCALED    
 NU1062* NAVD 88     -      1478.285  (meters)    4850.01   (feet)  ADJUSTED  
 NU1062  ___________________________________________________________________
 NU1062  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NU1062  DYNAMIC HT  -        1477.335 (meters)    4846.89  (feet)  COMP
 NU1062  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 NU1062
 NU1062  VERT ORDER  -  FIRST     CLASS II
 NU1062
 NU1062.The horizontal coordinates were scaled from a topographic map and have
 NU1062.an estimated accuracy of +/- 6 seconds.
 NU1062
 NU1062.The orthometric height was determined by differential leveling
 NU1062.and adjusted by the National Geodetic Survey in June 1991..
 NU1062
 NU1062.The geoid height was determined by GEOID03.
 NU1062
 NU1062.The dynamic height is computed by dividing the NAVD 88
 NU1062.geopotential number by the normal gravity value computed on the
 NU1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1062.degrees latitude (g = 980.6199 gals.).
 NU1062
 NU1062.The modeled gravity was interpolated from observed gravity values.
 NU1062
 NU1062;                    North         East    Units  Estimated Accuracy
 NU1062;SPC ID C     -    68,010.      543,170.      MT  (+/- 180 meters Scaled)
 NU1062
 NU1062                          SUPERSEDED SURVEY CONTROL
 NU1062
 NU1062  NGVD 29 (??/??/92) 1477.241  (m)         4846.58   (f) ADJ UNCH    1 2
 NU1062
 NU1062.Superseded values are not recommended for survey control.
 NU1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1062.See file dsdata.txt to determine how the superseded data were derived.
 NU1062
 NU1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM957835(NAD 83)
 NU1062_MARKER: DB = BENCH MARK DISK
 NU1062_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU1062_SP_SET: PREFAB CONC. POST IN EARTH
 NU1062_STAMPING: H 183 1935
 NU1062_MARK LOGO: CGS   
 NU1062_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1062
 NU1062  HISTORY     - Date     Condition        Report By
 NU1062  HISTORY     - 1935     MONUMENTED       CGS
 NU1062  HISTORY     - 19741204 GOOD             USGS
 NU1062
 NU1062                          STATION DESCRIPTION
 NU1062
 NU1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU1062'6.3 MI W FROM MALTA.
 NU1062'6.3 MILES WEST ALONG THE OAKLEY ROAD FROM MALTA, 100 YARDS WEST OF A
 NU1062'WASH, AND 90 FEET NORTH OF THE CENTER LINE OF THE ROAD.  SET IN THE
 NU1062'TOP OF A CONCRETE POST.
 NU1062
 NU1062                          STATION RECOVERY (1974)
 NU1062
 NU1062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0497 ***********************************************************************
 NU0497  DESIGNATION -  H 186
 NU0497  PID         -  NU0497
 NU0497  STATE/COUNTY-  ID/ONEIDA
 NU0497  USGS QUAD   -  ROY (1973)
 NU0497
 NU0497                         *CURRENT SURVEY CONTROL
 NU0497  ___________________________________________________________________
 NU0497* NAD 83(1986)-  42 17 01.     (N)    112 49 11.     (W)     SCALED    
 NU0497* NAVD 88     -      1683.784  (meters)    5524.21   (feet)  ADJUSTED  
 NU0497  ___________________________________________________________________
 NU0497  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 NU0497  DYNAMIC HT  -        1682.609 (meters)    5520.36  (feet)  COMP
 NU0497  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 NU0497
 NU0497  VERT ORDER  -  SECOND    CLASS 0
 NU0497
 NU0497.The horizontal coordinates were scaled from a topographic map and have
 NU0497.an estimated accuracy of +/- 6 seconds.
 NU0497
 NU0497.The orthometric height was determined by differential leveling
 NU0497.and adjusted by the National Geodetic Survey in June 1991..
 NU0497
 NU0497.The geoid height was determined by GEOID03.
 NU0497
 NU0497.The dynamic height is computed by dividing the NAVD 88
 NU0497.geopotential number by the normal gravity value computed on the
 NU0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0497.degrees latitude (g = 980.6199 gals.).
 NU0497
 NU0497.The modeled gravity was interpolated from observed gravity values.
 NU0497
 NU0497;                    North         East    Units  Estimated Accuracy
 NU0497;SPC ID E     -    68,730.      146,140.      MT  (+/- 180 meters Scaled)
 NU0497
 NU0497                          SUPERSEDED SURVEY CONTROL
 NU0497
 NU0497  NGVD 29 (??/??/92) 1682.627  (m)         5520.42   (f) ADJ UNCH    2 0
 NU0497
 NU0497.Superseded values are not recommended for survey control.
 NU0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0497.See file dsdata.txt to determine how the superseded data were derived.
 NU0497
 NU0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM499828(NAD 83)
 NU0497_MARKER: DB = BENCH MARK DISK
 NU0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0497_STAMPING: H 186 1935
 NU0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0497+STABILITY: SURFACE MOTION
 NU0497
 NU0497  HISTORY     - Date     Condition        Report By
 NU0497  HISTORY     - 1935     MONUMENTED       CGS
 NU0497  HISTORY     - 1935     GOOD             NGS
 NU0497
 NU0497                          STATION DESCRIPTION
 NU0497
 NU0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU0497'0.6 MI S FROM ROY.
 NU0497'IN ONEIDA COUNTY, 0.6 MILE SOUTH ALONG STATE HIGHWAY 37 FROM A FRAME
 NU0497'SCHOOLHOUSE AT ROY, POWER COUNTY, THENCE 5.2 MILES SOUTHWEST ALONG A
 NU0497'WINDING ROAD.  MIDWAY BETWEEN TWO CURVES, 30 FEET SOUTH OF THE
 NU0497'CENTERLINE OF THE ROAD, AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 NU0497'STAMPED H 186 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0096 ***********************************************************************
 QB0096  DESIGNATION -  H 187
 QB0096  PID         -  QB0096
 QB0096  STATE/COUNTY-  ID/VALLEY
 QB0096  USGS QUAD   -  MC CALL (1973)
 QB0096
 QB0096                         *CURRENT SURVEY CONTROL
 QB0096  ___________________________________________________________________
 QB0096* NAD 83(1986)-  44 55 44.     (N)    116 03 21.     (W)     SCALED    
 QB0096* NAVD 88     -      1549.955  (meters)    5085.14   (feet)  ADJUSTED  
 QB0096  ___________________________________________________________________
 QB0096  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 QB0096  DYNAMIC HT  -        1549.271 (meters)    5082.90  (feet)  COMP
 QB0096  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 QB0096
 QB0096  VERT ORDER  -  SECOND    CLASS 0
 QB0096
 QB0096.The horizontal coordinates were scaled from a topographic map and have
 QB0096.an estimated accuracy of +/- 6 seconds.
 QB0096
 QB0096.The orthometric height was determined by differential leveling
 QB0096.and adjusted by the National Geodetic Survey in June 1991..
 QB0096
 QB0096.The geoid height was determined by GEOID03.
 QB0096
 QB0096.The dynamic height is computed by dividing the NAVD 88
 QB0096.geopotential number by the normal gravity value computed on the
 QB0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0096.degrees latitude (g = 980.6199 gals.).
 QB0096
 QB0096.The modeled gravity was interpolated from observed gravity values.
 QB0096
 QB0096;                    North         East    Units  Estimated Accuracy
 QB0096;SPC ID W     -   362,450.      775,860.      MT  (+/- 180 meters Scaled)
 QB0096
 QB0096                          SUPERSEDED SURVEY CONTROL
 QB0096
 QB0096  NGVD 29 (??/??/92) 1548.768  (m)         5081.25   (f) ADJ UNCH    2 0
 QB0096
 QB0096.Superseded values are not recommended for survey control.
 QB0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0096.See file dsdata.txt to determine how the superseded data were derived.
 QB0096
 QB0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK745754(NAD 83)
 QB0096_MARKER: DB = BENCH MARK DISK
 QB0096_SETTING: 80 = SET IN A BOULDER
 QB0096_SP_SET: BOULDER
 QB0096_STAMPING: H 187 1959
 QB0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0096+STABILITY: SURFACE MOTION
 QB0096
 QB0096  HISTORY     - Date     Condition        Report By
 QB0096  HISTORY     - 1959     MONUMENTED       CGS
 QB0096  HISTORY     - 1973     GOOD             USGS
 QB0096
 QB0096                          STATION DESCRIPTION
 QB0096
 QB0096'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QB0096'2.8 MI NE FROM MCCALL.
 QB0096'MCCALL P.O., EAST 1 BLOCK TO T-RD. TURN RIGHT SOUTH ON STATE HWY 55
 QB0096'0.10 MILES TO T-RD. (125 FT. SOUTH OF GRX) TURN LEFT ON PAVED ROAD 0.4
 QB0096'MILE TO CROSS ROADS, TURN LEFT, NORTH 0.8 MILE TO CROSS ROADS, TURN
 QB0096'RIGHT, EAST 1.8 MILE (0.35 MILE SW OF RD. JUNCTION TO YELLOW PINE) 0.1
 QB0096'MILE SOUTH OF DIRT RD. JUNCTION NORTH, IN A CLEARING.  52 FT. NW OF
 QB0096'PAVED ROAD, 78 FT. SW OF SE CORNER OF LARGE BOULDER, 42 FT. WEST OF
 QB0096'POWER POLE, 5.5 FT NW OF WITNESS SIGN, ABOUT 1.0 FOOT BELOW ROAD
 QB0096'LEVEL.  SET IN TOP OF A LARGE BOULDER 4.0 FEET ABOVE GROUND.  A
 QB0096'STANDARD DISK STAMPED H 187 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0437 ***********************************************************************
 QZ0437  DESIGNATION -  H 188
 QZ0437  PID         -  QZ0437
 QZ0437  STATE/COUNTY-  ID/VALLEY
 QZ0437  USGS QUAD   -  ENOS LAKE (1969)
 QZ0437
 QZ0437                         *CURRENT SURVEY CONTROL
 QZ0437  ___________________________________________________________________
 QZ0437* NAD 83(1986)-  45 03 34.     (N)    115 45 20.     (W)     SCALED    
 QZ0437* NAVD 88     -      1221.685  (meters)    4008.14   (feet)  ADJUSTED  
 QZ0437  ___________________________________________________________________
 QZ0437  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 QZ0437  DYNAMIC HT  -        1221.179 (meters)    4006.48  (feet)  COMP
 QZ0437  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 QZ0437
 QZ0437  VERT ORDER  -  SECOND    CLASS 0
 QZ0437
 QZ0437.The horizontal coordinates were scaled from a topographic map and have
 QZ0437.an estimated accuracy of +/- 6 seconds.
 QZ0437
 QZ0437.The orthometric height was determined by differential leveling
 QZ0437.and adjusted by the National Geodetic Survey in June 1991..
 QZ0437
 QZ0437.The geoid height was determined by GEOID03.
 QZ0437
 QZ0437.The dynamic height is computed by dividing the NAVD 88
 QZ0437.geopotential number by the normal gravity value computed on the
 QZ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0437.degrees latitude (g = 980.6199 gals.).
 QZ0437
 QZ0437.The modeled gravity was interpolated from observed gravity values.
 QZ0437
 QZ0437;                    North         East    Units  Estimated Accuracy
 QZ0437;SPC ID W     -   376,910.      799,560.      MT  (+/- 180 meters Scaled)
 QZ0437
 QZ0437                          SUPERSEDED SURVEY CONTROL
 QZ0437
 QZ0437  NGVD 29 (??/??/92) 1220.526  (m)         4004.34   (f) ADJ UNCH    2 0
 QZ0437
 QZ0437.Superseded values are not recommended for survey control.
 QZ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0437.See file dsdata.txt to determine how the superseded data were derived.
 QZ0437
 QZ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK979903(NAD 83)
 QZ0437_MARKER: DB = BENCH MARK DISK
 QZ0437_SETTING: 80 = SET IN A BOULDER
 QZ0437_SP_SET: BOULDER
 QZ0437_STAMPING: H 188 1959
 QZ0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0437+STABILITY: SURFACE MOTION
 QZ0437
 QZ0437  HISTORY     - Date     Condition        Report By
 QZ0437  HISTORY     - 1959     MONUMENTED       CGS
 QZ0437
 QZ0437                          STATION DESCRIPTION
 QZ0437
 QZ0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0437'8.9 MI NW FROM KRASSEL RANGER STATION.
 QZ0437'4.65 MILES NORTH ALONG SOUTH FORK ROAD FROM KRASSEL RANGER STATION,
 QZ0437'THENCE 4.25 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.25 MILE SOUTHEAST
 QZ0437'OF A BRIDGE OVER THE SECESH RIVER, AT A SMALL RAVINE, IN TOP OF A
 QZ0437'LARGE EMBEDDED GRANITE BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE
 QZ0437'GROUND, 38 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 25 1/2 FEET
 QZ0437'NORTH-NORTHEAST OF THE NORTH END OF AN 18-INCH ASKEW PIPE CULVERT
 QZ0437'UNDER THE ROAD, 9.0 FEET EAST OF A WITNESS POST, AND ABOUT 4 FEET
 QZ0437'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0443 ***********************************************************************
 QZ0443  DESIGNATION -  H 189 RESET
 QZ0443  PID         -  QZ0443
 QZ0443  STATE/COUNTY-  ID/VALLEY
 QZ0443  USGS QUAD   -  VICTOR PEAK (1979)
 QZ0443
 QZ0443                         *CURRENT SURVEY CONTROL
 QZ0443  ___________________________________________________________________
 QZ0443* NAD 83(1986)-  45 09 47.     (N)    115 59 34.     (W)     SCALED    
 QZ0443* NAVD 88     -      1819.69   (meters)    5970.1    (feet)  RESET     
 QZ0443  ___________________________________________________________________
 QZ0443  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 QZ0443
 QZ0443  VERT ORDER  -  THIRD
 QZ0443
 QZ0443.The horizontal coordinates were scaled from a topographic map and have
 QZ0443.an estimated accuracy of +/- 6 seconds.
 QZ0443
 QZ0443.The orthometric height was computed from unverified reset data.
 QZ0443
 QZ0443.The geoid height was determined by GEOID03.
 QZ0443
 QZ0443;                    North         East    Units  Estimated Accuracy
 QZ0443;SPC ID W     -   388,460.      780,910.      MT  (+/- 180 meters Scaled)
 QZ0443
 QZ0443                          SUPERSEDED SURVEY CONTROL
 QZ0443
 QZ0443.No superseded survey control is available for this station.
 QZ0443
 QZ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL791015(NAD 83)
 QZ0443_MARKER: DB = BENCH MARK DISK
 QZ0443_SETTING: 80 = SET IN A BOULDER
 QZ0443_SP_SET: BOULDER
 QZ0443_STAMPING: H 189 RESET 1969
 QZ0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0443+STABILITY: SURFACE MOTION
 QZ0443
 QZ0443  HISTORY     - Date     Condition        Report By
 QZ0443  HISTORY     - 1969     MONUMENTED       CGS
 QZ0443
 QZ0443                          STATION DESCRIPTION
 QZ0443
 QZ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 QZ0443'20 MI N FROM MCCALL.
 QZ0443'REACHED FROM THE MCCALL POST OFFICE GO NORTH FOR 1 BLOCK TO STATE
 QZ0443'HIGHWAY 55, AT A T INTERSECTION, TURN LEFT AND GO WEST ON STATE
 QZ0443'HIGHWAY 55 FOR 1.1 MILES TO THE WARREN WAGON ROAD ON THE RIGHT, TURN
 QZ0443'RIGHT AND GO NORTH ON THE WARREN WAGON ROAD FOR 19.6 MILES TO THE
 QZ0443'BENCH MARK ON THE LEFT.  IT IS 8 1/2 MILES SOUTH OF THE BURGDORF JCT.,
 QZ0443'90 FEET WEST OF THE CENTER OF THE ROAD, 12 FEET EAST OF A HUGE BOULDER
 QZ0443'THAT PROJECTS 8 FEET, 3 FEET SOUTH OF A METAL WITNESS POST, AND 4 FEET
 QZ0443'LOWER THAN THE ROAD CEMENTED IN A DRILL HOLE IN A 4 BY 6 FOOT BOULDER
 QZ0443'THAT PROJECTS 1 FOOT.  THE LETTERS BM WERE PAINTED ON THE SOUTHEAST
 QZ0443'FACE OF THE HUGE BOULDER AND ON THE SOUTHEAST FACE OF THE BOULDER
 QZ0443'CONTAINING THE BENCH MARK.  NOTE-- THE ROAD IS UNDER CONSTRUCTION AND
 QZ0443'THE MILEAGE MAY CHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0223 ***********************************************************************
 OX0223  DESIGNATION -  H 19
 OX0223  PID         -  OX0223
 OX0223  STATE/COUNTY-  ID/TETON
 OX0223  USGS QUAD   -  FOURTH OF JULY PEAK (1978)
 OX0223
 OX0223                         *CURRENT SURVEY CONTROL
 OX0223  ___________________________________________________________________
 OX0223* NAD 83(1986)-  43 34 34.     (N)    111 10 58.     (W)     SCALED    
 OX0223* NAVD 88     -      1900.109  (meters)    6233.94   (feet)  ADJUSTED  
 OX0223  ___________________________________________________________________
 OX0223  GEOID HEIGHT-          -9.90  (meters)                     GEOID03
 OX0223  DYNAMIC HT  -        1898.898 (meters)    6229.97  (feet)  COMP
 OX0223  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 OX0223
 OX0223  VERT ORDER  -  FIRST     CLASS II
 OX0223
 OX0223.The horizontal coordinates were scaled from a topographic map and have
 OX0223.an estimated accuracy of +/- 6 seconds.
 OX0223
 OX0223.The orthometric height was determined by differential leveling
 OX0223.and adjusted by the National Geodetic Survey in June 1991..
 OX0223
 OX0223.The geoid height was determined by GEOID03.
 OX0223
 OX0223.The dynamic height is computed by dividing the NAVD 88
 OX0223.geopotential number by the normal gravity value computed on the
 OX0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0223.degrees latitude (g = 980.6199 gals.).
 OX0223
 OX0223.The modeled gravity was interpolated from observed gravity values.
 OX0223
 OX0223;                    North         East    Units  Estimated Accuracy
 OX0223;SPC ID E     -   212,570.      279,470.      MT  (+/- 180 meters Scaled)
 OX0223
 OX0223                          SUPERSEDED SURVEY CONTROL
 OX0223
 OX0223  NGVD 29 (??/??/92) 1898.847  (m)         6229.80   (f) ADJ UNCH    1 2
 OX0223
 OX0223.Superseded values are not recommended for survey control.
 OX0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0223.See file dsdata.txt to determine how the superseded data were derived.
 OX0223
 OX0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP852248(NAD 83)
 OX0223_MARKER: DB = BENCH MARK DISK
 OX0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0223_STAMPING: H 19 1934
 OX0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0223+STABILITY: SURFACE MOTION
 OX0223
 OX0223  HISTORY     - Date     Condition        Report By
 OX0223  HISTORY     - 1934     MONUMENTED       CGS
 OX0223  HISTORY     - 1974     MARK NOT FOUND   USGS
 OX0223  HISTORY     - 19960601 MARK NOT FOUND   IDTD
 OX0223  HISTORY     - 20001010 MARK NOT FOUND   IDTD
 OX0223
 OX0223                          STATION DESCRIPTION
 OX0223
 OX0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0223'4.7 MI W FROM VICTOR.
 OX0223'4.7 MILES WEST ALONG STATE HIGHWAY 31 FROM VICTOR, TETON COUNTY, 2.0
 OX0223'MILES EAST OF PINE CREEK PASS, 0.2 MILE SOUTHWEST OF THE BOUNDARY LINE
 OX0223'OF THE TARGHEE NATIONAL FOREST, AND 26.6 FEET SOUTHEAST OF THE
 OX0223'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 19 1934 AND SET
 OX0223'IN THE TOP OF A CONCRETE POST.
 OX0223
 OX0223                          STATION RECOVERY (1974)
 OX0223
 OX0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0223'MARK NOT FOUND.
 OX0223
 OX0223                          STATION RECOVERY (1996)
 OX0223
 OX0223'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 OX0223'MARK NOT FOUND.
 OX0223
 OX0223                          STATION RECOVERY (2000)
 OX0223
 OX0223'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 OX0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0939 ***********************************************************************
 RA0939  DESIGNATION -  H 190
 RA0939  PID         -  RA0939
 RA0939  STATE/COUNTY-  ID/IDAHO
 RA0939  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0939
 RA0939                         *CURRENT SURVEY CONTROL
 RA0939  ___________________________________________________________________
 RA0939* NAD 83(1986)-  45 24 20.     (N)    116 00 53.     (W)     SCALED    
 RA0939* NAVD 88     -      1316.202  (meters)    4318.24   (feet)  ADJUSTED  
 RA0939  ___________________________________________________________________
 RA0939  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 RA0939  DYNAMIC HT  -        1315.800 (meters)    4316.92  (feet)  COMP
 RA0939  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 RA0939
 RA0939  VERT ORDER  -  SECOND    CLASS 0
 RA0939
 RA0939.The horizontal coordinates were scaled from a topographic map and have
 RA0939.an estimated accuracy of +/- 6 seconds.
 RA0939
 RA0939.The orthometric height was determined by differential leveling
 RA0939.and adjusted by the National Geodetic Survey in June 1991..
 RA0939
 RA0939.The geoid height was determined by GEOID03.
 RA0939
 RA0939.The dynamic height is computed by dividing the NAVD 88
 RA0939.geopotential number by the normal gravity value computed on the
 RA0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0939.degrees latitude (g = 980.6199 gals.).
 RA0939
 RA0939.The modeled gravity was interpolated from observed gravity values.
 RA0939
 RA0939;                    North         East    Units  Estimated Accuracy
 RA0939;SPC ID W     -   415,410.      779,280.      MT  (+/- 180 meters Scaled)
 RA0939
 RA0939                          SUPERSEDED SURVEY CONTROL
 RA0939
 RA0939  NGVD 29 (??/??/92) 1315.117  (m)         4314.68   (f) ADJ UNCH    2 0
 RA0939
 RA0939.Superseded values are not recommended for survey control.
 RA0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0939.See file dsdata.txt to determine how the superseded data were derived.
 RA0939
 RA0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL771284(NAD 83)
 RA0939_MARKER: DB = BENCH MARK DISK
 RA0939_SETTING: 66 = SET IN ROCK OUTCROP
 RA0939_SP_SET: GRANITE OUTCROP
 RA0939_STAMPING: H 190 1959
 RA0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0939+STABILITY: POSITION/ELEVATION WELL
 RA0939
 RA0939  HISTORY     - Date     Condition        Report By
 RA0939  HISTORY     - 1959     MONUMENTED       CGS
 RA0939
 RA0939                          STATION DESCRIPTION
 RA0939
 RA0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0939'7.35 MI S FROM FRENCH CREEK.
 RA0939'7.35 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ABANDONED LODGE AT
 RA0939'FRENCH CREEK, SET VERTICALLY IN THE WEST FACE OF AN 8-FOOT HIGH
 RA0939'GRANITE OUTCROP, 9 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.0 FEET
 RA0939'NORTHEAST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0102 ***********************************************************************
 QB0102  DESIGNATION -  H 2
 QB0102  PID         -  QB0102
 QB0102  STATE/COUNTY-  ID/VALLEY
 QB0102  USGS QUAD   -  MC CALL (1973)
 QB0102
 QB0102                         *CURRENT SURVEY CONTROL
 QB0102  ___________________________________________________________________
 QB0102* NAD 83(1986)-  44 57 27.     (N)    116 05 39.     (W)     SCALED    
 QB0102* NAVD 88     -      1528.915  (meters)    5016.12   (feet)  ADJUSTED  
 QB0102  ___________________________________________________________________
 QB0102  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 QB0102  DYNAMIC HT  -        1528.272 (meters)    5014.01  (feet)  COMP
 QB0102  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 QB0102
 QB0102  VERT ORDER  -  SECOND    CLASS 0
 QB0102
 QB0102.The horizontal coordinates were scaled from a topographic map and have
 QB0102.an estimated accuracy of +/- 6 seconds.
 QB0102
 QB0102.The orthometric height was determined by differential leveling
 QB0102.and adjusted by the National Geodetic Survey in June 1991..
 QB0102
 QB0102.The geoid height was determined by GEOID03.
 QB0102
 QB0102.The dynamic height is computed by dividing the NAVD 88
 QB0102.geopotential number by the normal gravity value computed on the
 QB0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0102.degrees latitude (g = 980.6199 gals.).
 QB0102
 QB0102.The modeled gravity was interpolated from observed gravity values.
 QB0102
 QB0102;                    North         East    Units  Estimated Accuracy
 QB0102;SPC ID W     -   365,640.      772,850.      MT  (+/- 180 meters Scaled)
 QB0102
 QB0102                          SUPERSEDED SURVEY CONTROL
 QB0102
 QB0102  NGVD 29 (??/??/92) 1527.755  (m)         5012.31   (f) ADJ UNCH    2 0
 QB0102
 QB0102.Superseded values are not recommended for survey control.
 QB0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0102.See file dsdata.txt to determine how the superseded data were derived.
 QB0102
 QB0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK714786(NAD 83)
 QB0102_MARKER: DD = SURVEY DISK
 QB0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0102_SP_SET: FOUNDATION
 QB0102_STAMPING: H 2 1934
 QB0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0102
 QB0102  HISTORY     - Date     Condition        Report By
 QB0102  HISTORY     - 1934     MONUMENTED       USGS
 QB0102  HISTORY     - 1959     GOOD             NGS
 QB0102
 QB0102                          STATION DESCRIPTION
 QB0102
 QB0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QB0102'3.8 MI N FROM MCCALL.
 QB0102'3.8 MILES NORTH ALONG AN ASPHALT ROAD LEADING TO BURGDORF FROM THE
 QB0102'JUNCTION OF STATE HIGHWAY 15 AT MCCALL, 66 FEET SOUTH OF THE CENTER OF
 QB0102'THE T JUNCTION OF A DIRT DRIVEWAY SOUTHEAST, IN TOP OF A 9-BY 11
 QB0102'1/2-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 3 1/2 FEET ABOVE THE
 QB0102'GROUND, 61 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 27.4 FEET
 QB0102'NORTHEAST OF THE EAST CORNER OF A CONCRETE FOUNDATION FOR A FORMER
 QB0102'BUILDING, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 9.3
 QB0102'FEET SOUTHWEST OF A FENCE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1192 ***********************************************************************
 OY1192  DESIGNATION -  H 2 O
 OY1192  PID         -  OY1192
 OY1192  STATE/COUNTY-  ID/BUTTE
 OY1192  USGS QUAD   -  ARCO HILLS SE (1972)
 OY1192
 OY1192                         *CURRENT SURVEY CONTROL
 OY1192  ___________________________________________________________________
 OY1192* NAD 83(1986)-  43 30 42.     (N)    113 00 25.     (W)     SCALED    
 OY1192* NAVD 88     -      1535.019  (meters)    5036.14   (feet)  ADJUSTED  
 OY1192  ___________________________________________________________________
 OY1192  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 OY1192  DYNAMIC HT  -        1534.196 (meters)    5033.44  (feet)  COMP
 OY1192  MODELED GRAV-     980,028.9   (mgal)                       NAVD 88
 OY1192
 OY1192  VERT ORDER  -  FIRST     CLASS II
 OY1192
 OY1192.The horizontal coordinates were scaled from a topographic map and have
 OY1192.an estimated accuracy of +/- 6 seconds.
 OY1192
 OY1192.The orthometric height was determined by differential leveling
 OY1192.and adjusted by the National Geodetic Survey in December 1992..
 OY1192
 OY1192.The geoid height was determined by GEOID03.
 OY1192
 OY1192.The dynamic height is computed by dividing the NAVD 88
 OY1192.geopotential number by the normal gravity value computed on the
 OY1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1192.degrees latitude (g = 980.6199 gals.).
 OY1192
 OY1192.The modeled gravity was interpolated from observed gravity values.
 OY1192
 OY1192;                    North         East    Units  Estimated Accuracy
 OY1192;SPC ID C     -   205,420.      580,300.      MT  (+/- 180 meters Scaled)
 OY1192
 OY1192                          SUPERSEDED SURVEY CONTROL
 OY1192
 OY1192  NGVD 29 (08/20/92) 1533.957  (m)         5032.66   (f) ADJUSTED    1 2
 OY1192
 OY1192.Superseded values are not recommended for survey control.
 OY1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1192.See file dsdata.txt to determine how the superseded data were derived.
 OY1192
 OY1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP377195(NAD 83)
 OY1192_MARKER: DS = TRIANGULATION STATION DISK
 OY1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY1192_SP_SET: CONCRETE POST
 OY1192_STAMPING: H-2-O 1949
 OY1192_MARK LOGO: USE   
 OY1192_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1192+STABILITY: SURFACE MOTION
 OY1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1192+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1992
 OY1192
 OY1192  HISTORY     - Date     Condition        Report By
 OY1192  HISTORY     - 1949     MONUMENTED       USE
 OY1192  HISTORY     - 19880602 GOOD             NGS
 OY1192  HISTORY     - 19920515 GOOD             NGS
 OY1192
 OY1192                          STATION DESCRIPTION
 OY1192
 OY1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (DW)
 OY1192'OTHER ALIASES INCLUDE NN 321 AND DOD 2012-2. STATION IS AT THE
 OY1192'EXPERIMENTAL BREEDER REACTOR - ONE (EBR-I) AT THE IDAHO NATIONAL
 OY1192'ENGINEERING LAB (INEL) .  STATION IS 17.1 MI (27.5 KM) ESE OF BUTTE
 OY1192'COUNTY COURTHOUSE IN ARCO.  TO ACCESS FROM EXIT 118 OF INTERSTATE 15
 OY1192'IN IDAHO FALLS, GO WEST ON US 20.  GO 43.0 MI (69.2 KM) TO
 OY1192'INTERSECTION WITH US 26.  CONTINUE WEST ON US 20/26 FOR 5.4 MI (8.7
 OY1192'KM) TO VAN BUREN BOULEVARD.  THIS IS 17.9 MI (28.8 KM) EAST ALONG US
 OY1192'20/26 FROM US 93 IN ARCO.  TURN SW, LEFT, ONTO VAN BUREN BOULEVARD AND
 OY1192'GO 1.9 MI (3.1 KM) TO EBR-I.  STATION IS ON SW SIDE OF PARKING LOT,
 OY1192'1.6 M (5.2 FT) NE OF CHAIN LINK FENCE, AT EAST END OF PARKING
 OY1192'BARRICADE OF FOURTH PARKING SPACE NW OF MAIN GATE, 18.6 M (61.0 FT) NW
 OY1192'OF NORTH CORNER OF GUARD SHACK AT SE SIDE OF MAIN GATE, 17.5 M (57.4
 OY1192'FT) SE OF SOUTH CORNER OF CINDER BLOCK BUILDING, AND 19.5 M (64.0 FT)
 OY1192'NE OF EAST CORNER OF EBR-I REACTOR BUILDING.
 OY1192
 OY1192                          STATION RECOVERY (1992)
 OY1192
 OY1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY1192'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1192'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 3.1 KM (1.90 MI)
 OY1192'SOUTHWESTERLY ALONG VAN BUREN BOULEVARD, 14.4 M (47.2 FT) NORTHWEST
 OY1192'OF AND LEVEL WITH THE CENTER OF THE BOULEVARD AND THE MAIN ENTRANCE
 OY1192'GATE TO EXPERIMENTAL BREEDER REACTOR NUMBER 1, 1.6 M (5.2 FT) NORTH
 OY1192'OF A WITNESS POST AND CHAIN-LINK FENCE, AND THE MONUMENT IS RECESSED
 OY1192'0.1 M (0.3 FT) BELOW THE LEVEL OF A PARKING LOT.  NOTE--ACCESS TO THE
 OY1192'MONUMENT IS THROUGH A 5-INCH LOGO CAP STAMPED H-2-O.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA2862 ***********************************************************************
 AA2862  DESIGNATION -  H 2 RESET
 AA2862  PID         -  AA2862
 AA2862  STATE/COUNTY-  ID/CANYON
 AA2862  USGS QUAD   -  CALDWELL (1971)
 AA2862
 AA2862                         *CURRENT SURVEY CONTROL
 AA2862  ___________________________________________________________________
 AA2862* NAD 83(1986)-  43 39 37.     (N)    116 40 36.     (W)     SCALED    
 AA2862* NAVD 88     -       724.16   (+/-2cm)    2375.8    (feet)  VERTCON   
 AA2862  ___________________________________________________________________
 AA2862  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 AA2862
 AA2862  VERT ORDER  -  THIRD (See Below)
 AA2862
 AA2862.The horizontal coordinates were scaled from a topographic map and have
 AA2862.an estimated accuracy of +/- 6 seconds.
 AA2862
 AA2862.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2862.The vertical order pertains to the NGVD 29 superseded value.
 AA2862
 AA2862.The geoid height was determined by GEOID03.
 AA2862
 AA2862;                    North         East    Units  Estimated Accuracy
 AA2862;SPC ID W     -   221,870.      725,260.      MT  (+/- 180 meters Scaled)
 AA2862
 AA2862                          SUPERSEDED SURVEY CONTROL
 AA2862
 AA2862  NGVD 29 (03/27/06)  723.22   (m)         2372.8    (f) RESET       3  
 AA2862
 AA2862.Superseded values are not recommended for survey control.
 AA2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2862.See file dsdata.txt to determine how the superseded data were derived.
 AA2862
 AA2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ260341(NAD 83)
 AA2862_MARKER: DD = SURVEY DISK
 AA2862_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA2862_SP_SET: WALKWAY
 AA2862_STAMPING: H 2 1933 RESET 1976
 AA2862_MARK LOGO: USGS  
 AA2862_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA2862
 AA2862  HISTORY     - Date     Condition        Report By
 AA2862  HISTORY     - 1976     MONUMENTED       NGS
 AA2862
 AA2862                          STATION DESCRIPTION
 AA2862
 AA2862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AA2862'AT THE CANYON COUNTY COURTHOUSE, 130 FEET (39.6 M) NORTHWEST OF THE
 AA2862'CENTER OF N 12TH AVENUE, 56 FEET (17.1 M) NORTHEAST OF THE CENTER OF
 AA2862'ALBANY STREET, 26 FEET (7.9 M) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF
 AA2862'THE PORTION OF THE BUILDING HOUSING THE ELEVATORS, 1.4 FEET (0.4 M)
 AA2862'EAST OF THE WEST CORNER OF THE CONCRETE WALKWAY, AND LEVEL WITH THE
 AA2862'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0488 ***********************************************************************
 OX0488  DESIGNATION -  H 20
 OX0488  PID         -  OX0488
 OX0488  STATE/COUNTY-  ID/BONNEVILLE
 OX0488  USGS QUAD   -  UCON (1979)
 OX0488
 OX0488                         *CURRENT SURVEY CONTROL
 OX0488  ___________________________________________________________________
 OX0488* NAD 83(1986)-  43 34 09.     (N)    111 53 55.     (W)     SCALED    
 OX0488* NAVD 88     -      1479.389  (meters)    4853.63   (feet)  ADJUSTED  
 OX0488  ___________________________________________________________________
 OX0488  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 OX0488  DYNAMIC HT  -        1478.617 (meters)    4851.10  (feet)  COMP
 OX0488  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 OX0488
 OX0488  VERT ORDER  -  FIRST     CLASS II
 OX0488
 OX0488.The horizontal coordinates were scaled from a topographic map and have
 OX0488.an estimated accuracy of +/- 6 seconds.
 OX0488
 OX0488.The orthometric height was determined by differential leveling
 OX0488.and adjusted by the National Geodetic Survey in June 1991..
 OX0488
 OX0488.The geoid height was determined by GEOID03.
 OX0488
 OX0488.The dynamic height is computed by dividing the NAVD 88
 OX0488.geopotential number by the normal gravity value computed on the
 OX0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0488.degrees latitude (g = 980.6199 gals.).
 OX0488
 OX0488.The modeled gravity was interpolated from observed gravity values.
 OX0488
 OX0488;                    North         East    Units  Estimated Accuracy
 OX0488;SPC ID E     -   211,360.      221,650.      MT  (+/- 180 meters Scaled)
 OX0488
 OX0488                          SUPERSEDED SURVEY CONTROL
 OX0488
 OX0488  NGVD 29 (??/??/92) 1478.308  (m)         4850.08   (f) ADJ UNCH    1 2
 OX0488
 OX0488.Superseded values are not recommended for survey control.
 OX0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0488.See file dsdata.txt to determine how the superseded data were derived.
 OX0488
 OX0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP274244(NAD 83)
 OX0488_MARKER: DB = BENCH MARK DISK
 OX0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0488_STAMPING: H 20 1934
 OX0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0488+STABILITY: SURFACE MOTION
 OX0488
 OX0488  HISTORY     - Date     Condition        Report By
 OX0488  HISTORY     - 1934     MONUMENTED       CGS
 OX0488  HISTORY     - 19990601 MARK NOT FOUND   IDTD
 OX0488
 OX0488                          STATION DESCRIPTION
 OX0488
 OX0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0488'7.5 MI SW FROM RIRIE.
 OX0488'7.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM RIRIE,
 OX0488'BONNEVILLE COUNTY, AT MILO, 0.3 MILE SOUTHWEST OF MILEPOST 9, 213 FEET
 OX0488'EAST OF THE CENTER OF A ROAD CROSSING, 118 FEET EAST OF THE SOUTHWEST
 OX0488'SWITCH STAND, 96 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 OX0488'TRACK, 27.5 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 5 FEET
 OX0488'NORTHEAST OF THE SOUTHWEST CORNER OF A FENCE.  A STANDARD DISK,
 OX0488'STAMPED H 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0488
 OX0488                          STATION RECOVERY (1999)
 OX0488
 OX0488'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OX0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0635 ***********************************************************************
 RY0635  DESIGNATION -  H 201
 RY0635  PID         -  RY0635
 RY0635  STATE/COUNTY-  ID/CLEARWATER
 RY0635  USGS QUAD   -  JAYPE (1994)
 RY0635
 RY0635                         *CURRENT SURVEY CONTROL
 RY0635  ___________________________________________________________________
 RY0635* NAD 83(1986)-  46 30 47.     (N)    115 49 00.     (W)     SCALED    
 RY0635* NAVD 88     -       953.208  (meters)    3127.32   (feet)  ADJUSTED  
 RY0635  ___________________________________________________________________
 RY0635  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 RY0635  DYNAMIC HT  -         953.085 (meters)    3126.91  (feet)  COMP
 RY0635  MODELED GRAV-     980,452.8   (mgal)                       NAVD 88
 RY0635
 RY0635  VERT ORDER  -  SECOND    CLASS 0
 RY0635
 RY0635.The horizontal coordinates were scaled from a topographic map and have
 RY0635.an estimated accuracy of +/- 6 seconds.
 RY0635
 RY0635.The orthometric height was determined by differential leveling
 RY0635.and adjusted by the National Geodetic Survey in June 1991..
 RY0635
 RY0635.The geoid height was determined by GEOID03.
 RY0635
 RY0635.The dynamic height is computed by dividing the NAVD 88
 RY0635.geopotential number by the normal gravity value computed on the
 RY0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0635.degrees latitude (g = 980.6199 gals.).
 RY0635
 RY0635.The modeled gravity was interpolated from observed gravity values.
 RY0635
 RY0635;                    North         East    Units  Estimated Accuracy
 RY0635;SPC ID W     -   538,470.      794,880.      MT  (+/- 180 meters Scaled)
 RY0635
 RY0635                          SUPERSEDED SURVEY CONTROL
 RY0635
 RY0635  NGVD 29 (??/??/92)  952.101  (m)         3123.68   (f) ADJ UNCH    2 0
 RY0635
 RY0635.Superseded values are not recommended for survey control.
 RY0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0635.See file dsdata.txt to determine how the superseded data were derived.
 RY0635
 RY0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM907517(NAD 83)
 RY0635_MARKER: DB = BENCH MARK DISK
 RY0635_SETTING: 80 = SET IN A BOULDER
 RY0635_STAMPING: H 201 1959
 RY0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0635+STABILITY: SURFACE MOTION
 RY0635
 RY0635  HISTORY     - Date     Condition        Report By
 RY0635  HISTORY     - 1959     MONUMENTED       CGS
 RY0635
 RY0635                          STATION DESCRIPTION
 RY0635
 RY0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0635'2.4 MI NW FROM PIERCE.
 RY0635'ABOUT 2.4 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE PUBLIC
 RY0635'LIBRARY AT PIERCE, IN THE TOP OF A 6-BY 6-FOOT GRANITE BOULDER, ON THE
 RY0635'NORTH BANK OF A CREEK, 87.0 FEET WEST OF THE SOUTHWEST CORNER OF A
 RY0635'BRIDGE, 54 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 RY0635'1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0651 ***********************************************************************
 RY0651  DESIGNATION -  H 202
 RY0651  PID         -  RY0651
 RY0651  STATE/COUNTY-  ID/CLEARWATER
 RY0651  USGS QUAD   -  HEADQUARTERS (1994)
 RY0651
 RY0651                         *CURRENT SURVEY CONTROL
 RY0651  ___________________________________________________________________
 RY0651* NAD 83(1986)-  46 39 40.     (N)    115 49 40.     (W)     SCALED    
 RY0651* NAVD 88     -       929.864  (meters)    3050.73   (feet)  ADJUSTED  
 RY0651  ___________________________________________________________________
 RY0651  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 RY0651  DYNAMIC HT  -         929.757 (meters)    3050.38  (feet)  COMP
 RY0651  MODELED GRAV-     980,467.1   (mgal)                       NAVD 88
 RY0651
 RY0651  VERT ORDER  -  SECOND    CLASS 0
 RY0651
 RY0651.The horizontal coordinates were scaled from a topographic map and have
 RY0651.an estimated accuracy of +/- 6 seconds.
 RY0651
 RY0651.The orthometric height was determined by differential leveling
 RY0651.and adjusted by the National Geodetic Survey in June 1991..
 RY0651
 RY0651.The geoid height was determined by GEOID03.
 RY0651
 RY0651.The dynamic height is computed by dividing the NAVD 88
 RY0651.geopotential number by the normal gravity value computed on the
 RY0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0651.degrees latitude (g = 980.6199 gals.).
 RY0651
 RY0651.The modeled gravity was interpolated from observed gravity values.
 RY0651
 RY0651;                    North         East    Units  Estimated Accuracy
 RY0651;SPC ID W     -   554,930.      794,050.      MT  (+/- 180 meters Scaled)
 RY0651
 RY0651                          SUPERSEDED SURVEY CONTROL
 RY0651
 RY0651  NGVD 29 (??/??/92)  928.746  (m)         3047.06   (f) ADJ UNCH    2 0
 RY0651
 RY0651.Superseded values are not recommended for survey control.
 RY0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0651.See file dsdata.txt to determine how the superseded data were derived.
 RY0651
 RY0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM896681(NAD 83)
 RY0651_MARKER: DB = BENCH MARK DISK
 RY0651_SETTING: 80 = SET IN A BOULDER
 RY0651_STAMPING: H 202 1959
 RY0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0651+STABILITY: SURFACE MOTION
 RY0651
 RY0651  HISTORY     - Date     Condition        Report By
 RY0651  HISTORY     - 1959     MONUMENTED       CGS
 RY0651  HISTORY     - 1975     MARK NOT FOUND   USGS
 RY0651
 RY0651                          STATION DESCRIPTION
 RY0651
 RY0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0651'3.6 MI N FROM HEADQUARTERS.
 RY0651'ABOUT 3.6 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0651'OFFICE AT HEADQUARTERS, 67 YARDS NORTH OF THE NORTH END OF ALLANS
 RY0651'SIDING, ON A SLOPE, IN THE TOP OF A BOULDER WHICH PROJECTS ABOUT 1
 RY0651'FOOT OUT OF THE SIDE OF THE SLOPE, 14 FEET EAST OF THE CENTER LINE OF
 RY0651'ROAD, 36.6 FEET EAST OF THE EAST RAIL OF A LOGGING COMPANY RAILROAD,
 RY0651'52 FEET EAST AND ACROSS THE ROAD FROM THE EAST BANK OF A SMALL STREAM,
 RY0651'55 YARDS NORTH OF A 12-INCH PIPE CULVERT, 2.4 FEET WEST OF A WITNESS
 RY0651'POST, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
 RY0651
 RY0651                          STATION RECOVERY (1975)
 RY0651
 RY0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RY0651'THE FOLLOWING MARKS WERE SEARCHED FOR, AND NOT FOUND. ALL ARE
 RY0651'BELIEVED TO HAVE DESTROYED DURING ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0102 ***********************************************************************
 RZ0102  DESIGNATION -  H 203
 RZ0102  PID         -  RZ0102
 RZ0102  STATE/COUNTY-  ID/CLEARWATER
 RZ0102  USGS QUAD   -  DENT (1994)
 RZ0102
 RZ0102                         *CURRENT SURVEY CONTROL
 RZ0102  ___________________________________________________________________
 RZ0102* NAD 83(1986)-  46 36 43.     (N)    116 08 22.     (W)     SCALED    
 RZ0102* NAVD 88     -       357.383  (meters)    1172.51   (feet)  ADJUSTED  
 RZ0102  ___________________________________________________________________
 RZ0102  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 RZ0102  DYNAMIC HT  -         357.345 (meters)    1172.39  (feet)  COMP
 RZ0102  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 RZ0102
 RZ0102  VERT ORDER  -  SECOND    CLASS 0
 RZ0102
 RZ0102.The horizontal coordinates were scaled from a topographic map and have
 RZ0102.an estimated accuracy of +/- 6 seconds.
 RZ0102
 RZ0102.The orthometric height was determined by differential leveling
 RZ0102.and adjusted by the National Geodetic Survey in June 1991..
 RZ0102
 RZ0102.The geoid height was determined by GEOID03.
 RZ0102
 RZ0102.The dynamic height is computed by dividing the NAVD 88
 RZ0102.geopotential number by the normal gravity value computed on the
 RZ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0102.degrees latitude (g = 980.6199 gals.).
 RZ0102
 RZ0102.The modeled gravity was interpolated from observed gravity values.
 RZ0102
 RZ0102;                    North         East    Units  Estimated Accuracy
 RZ0102;SPC ID W     -   549,530.      770,170.      MT  (+/- 180 meters Scaled)
 RZ0102
 RZ0102                          SUPERSEDED SURVEY CONTROL
 RZ0102
 RZ0102  NGVD 29 (??/??/92)  356.301  (m)         1168.96   (f) ADJ UNCH    2 0
 RZ0102
 RZ0102.Superseded values are not recommended for survey control.
 RZ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0102.See file dsdata.txt to determine how the superseded data were derived.
 RZ0102
 RZ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM658624(NAD 83)
 RZ0102_MARKER: DB = BENCH MARK DISK
 RZ0102_SETTING: 80 = SET IN A BOULDER
 RZ0102_SP_SET: BOULDER
 RZ0102_STAMPING: H 203 1959
 RZ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0102+STABILITY: SURFACE MOTION
 RZ0102
 RZ0102  HISTORY     - Date     Condition        Report By
 RZ0102  HISTORY     - 1959     MONUMENTED       CGS
 RZ0102
 RZ0102                          STATION DESCRIPTION
 RZ0102
 RZ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RZ0102'17.3 MI NE FROM AHSAHKA.
 RZ0102'ABOUT 17.3 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RZ0102'FROM THE RIVER BRIDGE AT AHSAHKA, 250 YARDS EAST OF THE MOUTH OF
 RZ0102'CRANBERRY CREEK, 225 YARDS WEST OF HOMES SHOOT, ON THE NORTHEAST SIDE
 RZ0102'OF THE RIVER, AT WATERS EDGE, IN THE TOP OF A 7- BY 13-FOOT BOULDER,
 RZ0102'50 FEET NORTHWEST OF THE WEST END OF A ROCKY SANDBAR (SANDBAR IS
 RZ0102'UNDERWATER DURING HIGH WATER), 23 FEET SOUTHWEST OF THE TRAIL, ABOUT
 RZ0102'10 FEET LOWER THAN THE TRAIL, AND ABOUT 3 FEET LOWER THAN WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0609 ***********************************************************************
 RY0609  DESIGNATION -  H 205
 RY0609  PID         -  RY0609
 RY0609  STATE/COUNTY-  ID/CLEARWATER
 RY0609  USGS QUAD   -  SHEEP MOUNTAIN (1994)
 RY0609
 RY0609                         *CURRENT SURVEY CONTROL
 RY0609  ___________________________________________________________________
 RY0609* NAD 83(1986)-  46 50 15.     (N)    115 33 14.     (W)     SCALED    
 RY0609* NAVD 88     -       546.572  (meters)    1793.21   (feet)  ADJUSTED  
 RY0609  ___________________________________________________________________
 RY0609  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RY0609  DYNAMIC HT  -         546.470 (meters)    1792.88  (feet)  COMP
 RY0609  MODELED GRAV-     980,414.7   (mgal)                       NAVD 88
 RY0609
 RY0609  VERT ORDER  -  SECOND    CLASS 0
 RY0609
 RY0609.The horizontal coordinates were scaled from a topographic map and have
 RY0609.an estimated accuracy of +/- 6 seconds.
 RY0609
 RY0609.The orthometric height was determined by differential leveling
 RY0609.and adjusted by the National Geodetic Survey in June 1991..
 RY0609
 RY0609.The geoid height was determined by GEOID03.
 RY0609
 RY0609.The dynamic height is computed by dividing the NAVD 88
 RY0609.geopotential number by the normal gravity value computed on the
 RY0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0609.degrees latitude (g = 980.6199 gals.).
 RY0609
 RY0609.The modeled gravity was interpolated from observed gravity values.
 RY0609
 RY0609;                    North         East    Units  Estimated Accuracy
 RY0609;SPC ID W     -   574,550.      814,960.      MT  (+/- 180 meters Scaled)
 RY0609
 RY0609                          SUPERSEDED SURVEY CONTROL
 RY0609
 RY0609  NGVD 29 (??/??/92)  545.385  (m)         1789.32   (f) ADJ UNCH    2 0
 RY0609
 RY0609.Superseded values are not recommended for survey control.
 RY0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0609.See file dsdata.txt to determine how the superseded data were derived.
 RY0609
 RY0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM102881(NAD 83)
 RY0609_MARKER: DB = BENCH MARK DISK
 RY0609_SETTING: 80 = SET IN A BOULDER
 RY0609_STAMPING: H 205 1959
 RY0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0609+STABILITY: SURFACE MOTION
 RY0609
 RY0609  HISTORY     - Date     Condition        Report By
 RY0609  HISTORY     - 1959     MONUMENTED       CGS
 RY0609
 RY0609                          STATION DESCRIPTION
 RY0609
 RY0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0609'56.5 MI NE FROM AHSAHKA.
 RY0609'ABOUT 56.5 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0609'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE NORTHWEST SIDE OF THE
 RY0609'RIVER, IN THE TOP OF A BOULDER, 1 FOOT NORTHWEST OF THE TRAIL, 40 FEET
 RY0609'HIGHER THAN THE RIVER, ABOUT 1 FOOT HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY1039 ***********************************************************************
 RY1039  DESIGNATION -  H 205 RESET
 RY1039  PID         -  RY1039
 RY1039  STATE/COUNTY-  ID/CLEARWATER
 RY1039  USGS QUAD   -  SHEEP MOUNTAIN (1994)
 RY1039
 RY1039                         *CURRENT SURVEY CONTROL
 RY1039  ___________________________________________________________________
 RY1039* NAD 83(1986)-  46 50 15.     (N)    115 33 14.     (W)     SCALED    
 RY1039* NAVD 88     -       547.40   (meters)    1795.9    (feet)  RESET     
 RY1039  ___________________________________________________________________
 RY1039  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RY1039
 RY1039  VERT ORDER  -  THIRD
 RY1039
 RY1039.The horizontal coordinates were scaled from a topographic map and have
 RY1039.an estimated accuracy of +/- 6 seconds.
 RY1039
 RY1039.The orthometric height was computed from unverified reset data.
 RY1039.No vertical observational check was made to the station.
 RY1039
 RY1039.The geoid height was determined by GEOID03.
 RY1039
 RY1039;                    North         East    Units  Estimated Accuracy
 RY1039;SPC ID W     -   574,550.      814,960.      MT  (+/- 180 meters Scaled)
 RY1039
 RY1039                          SUPERSEDED SURVEY CONTROL
 RY1039
 RY1039  NGVD 29 (03/27/06)  546.22   (m)         1792.1    (f) RESET       3  
 RY1039
 RY1039.Superseded values are not recommended for survey control.
 RY1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1039.See file dsdata.txt to determine how the superseded data were derived.
 RY1039
 RY1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM102881(NAD 83)
 RY1039_MARKER: DB = BENCH MARK DISK
 RY1039_SETTING: 66 = SET IN ROCK OUTCROP
 RY1039_SP_SET: ROCK LEDGE
 RY1039_STAMPING: H 205 RESET 1966
 RY1039_MARK LOGO: CGS   
 RY1039_MAGNETIC: N = NO MAGNETIC MATERIAL
 RY1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY1039+STABILITY: POSITION/ELEVATION WELL
 RY1039
 RY1039  HISTORY     - Date     Condition        Report By
 RY1039  HISTORY     - 1966     MONUMENTED       USFS
 RY1039
 RY1039                          STATION DESCRIPTION
 RY1039
 RY1039'DESCRIBED BY US FOREST SERVICE 1966
 RY1039'56.5 MILES (90.9 KM) UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER
 RY1039'RIVER FROM THE RIVER BRIDGE IN AHSAHKA, 3.45 MILES (5.55 KM) UPSTREAM
 RY1039'FROM THE NORTH FORK CLEARWATER RIVER BRIDGE NEAR BEAVER CREEK, 1.6
 RY1039'MILES (2.6 KM) EAST OF CANYON RANGER STATION, 50 FEET (15.2 M) RIGHT
 RY1039'AND 27 FEET (8.2 M) HIGHER THAN THE CENTER OF THE ROAD, ADJACENT TO
 RY1039'THE OLD FOREST SERVICE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0272 ***********************************************************************
 RY0272  DESIGNATION -  H 216
 RY0272  PID         -  RY0272
 RY0272  STATE/COUNTY-  ID/IDAHO
 RY0272  USGS QUAD   -  WEITAS BUTTE (1994)
 RY0272
 RY0272                         *CURRENT SURVEY CONTROL
 RY0272  ___________________________________________________________________
 RY0272* NAD 83(1986)-  46 25 43.     (N)    115 28 12.     (W)     SCALED    
 RY0272* NAVD 88     -      1733.043  (meters)    5685.83   (feet)  ADJUSTED  
 RY0272  ___________________________________________________________________
 RY0272  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RY0272  DYNAMIC HT  -        1732.532 (meters)    5684.15  (feet)  COMP
 RY0272  MODELED GRAV-     980,257.0   (mgal)                       NAVD 88
 RY0272
 RY0272  VERT ORDER  -  FIRST     CLASS II
 RY0272
 RY0272.The horizontal coordinates were scaled from a topographic map and have
 RY0272.an estimated accuracy of +/- 6 seconds.
 RY0272
 RY0272.The orthometric height was determined by differential leveling
 RY0272.and adjusted by the National Geodetic Survey in June 1991..
 RY0272
 RY0272.The geoid height was determined by GEOID03.
 RY0272
 RY0272.The dynamic height is computed by dividing the NAVD 88
 RY0272.geopotential number by the normal gravity value computed on the
 RY0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0272.degrees latitude (g = 980.6199 gals.).
 RY0272
 RY0272.The modeled gravity was interpolated from observed gravity values.
 RY0272
 RY0272;                    North         East    Units  Estimated Accuracy
 RY0272;SPC ID W     -   529,120.      821,520.      MT  (+/- 180 meters Scaled)
 RY0272
 RY0272                          SUPERSEDED SURVEY CONTROL
 RY0272
 RY0272  NGVD 29 (??/??/92) 1731.773  (m)         5681.66   (f) ADJ UNCH    1 2
 RY0272
 RY0272.Superseded values are not recommended for survey control.
 RY0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0272.See file dsdata.txt to determine how the superseded data were derived.
 RY0272
 RY0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM175428(NAD 83)
 RY0272_MARKER: DB = BENCH MARK DISK
 RY0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0272_STAMPING: H 216 1935
 RY0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0272+STABILITY: SURFACE MOTION
 RY0272
 RY0272  HISTORY     - Date     Condition        Report By
 RY0272  HISTORY     - 1935     MONUMENTED       CGS
 RY0272  HISTORY     - 1950     GOOD             NGS
 RY0272
 RY0272                          STATION DESCRIPTION
 RY0272
 RY0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0272'8.2 MI W FROM SHERMAN SADDLE.
 RY0272'8.2 MILES WEST ALONG THE LOLO TRAIL ROAD FROM SHERMAN SADDLE, ON THE
 RY0272'OUTSIDE OF A SLIGHT CURVE AT THE BOTTOM OF A GRADE, 181.5 FEET SOUTH
 RY0272'OF R.M. H 216, 52 1/2 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 RY0272'TRAIL NO. 244 LEADING WEST TO OBIA CREEK, 48.6 FEET SOUTHEAST OF A
 RY0272'28-INCH 18 FOOT HIGH SNAG MARKED WITH THE WHITE PAINTED LETTERS B M,
 RY0272'32.4 FEET SOUTH OF A WHITE SIGN READING TRAIL NO. 244 AND OBIA CREEK 4
 RY0272'MI., 6.2 FEET EAST OF AN 11-INCH WHITE PINE TREE MARKED WITH A WHITE
 RY0272'PAINTED TRIANGULAR BLAZE, 1.9 FEET WEST OF A WITNESS POST, ABOUT 1
 RY0272'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RY0272'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0271 ***********************************************************************
 RY0271  DESIGNATION -  H 216 RM
 RY0271  PID         -  RY0271
 RY0271  STATE/COUNTY-  ID/IDAHO
 RY0271  USGS QUAD   -  WEITAS BUTTE (1994)
 RY0271
 RY0271                         *CURRENT SURVEY CONTROL
 RY0271  ___________________________________________________________________
 RY0271* NAD 83(1986)-  46 25 44.     (N)    115 28 12.     (W)     SCALED    
 RY0271* NAVD 88     -      1734.125  (meters)    5689.38   (feet)  ADJUSTED  
 RY0271  ___________________________________________________________________
 RY0271  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RY0271  DYNAMIC HT  -        1733.614 (meters)    5687.70  (feet)  COMP
 RY0271  MODELED GRAV-     980,257.1   (mgal)                       NAVD 88
 RY0271
 RY0271  VERT ORDER  -  FIRST     CLASS II
 RY0271
 RY0271.The horizontal coordinates were scaled from a topographic map and have
 RY0271.an estimated accuracy of +/- 6 seconds.
 RY0271
 RY0271.The orthometric height was determined by differential leveling
 RY0271.and adjusted by the National Geodetic Survey in June 1991..
 RY0271.WARNING-Repeat measurements at this control monument indicate possible
 RY0271.vertical movement.
 RY0271
 RY0271.The geoid height was determined by GEOID03.
 RY0271
 RY0271.The dynamic height is computed by dividing the NAVD 88
 RY0271.geopotential number by the normal gravity value computed on the
 RY0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0271.degrees latitude (g = 980.6199 gals.).
 RY0271
 RY0271.The modeled gravity was interpolated from observed gravity values.
 RY0271
 RY0271;                    North         East    Units  Estimated Accuracy
 RY0271;SPC ID W     -   529,150.      821,520.      MT  (+/- 180 meters Scaled)
 RY0271
 RY0271                          SUPERSEDED SURVEY CONTROL
 RY0271
 RY0271  NGVD 29 (??/??/92) 1732.85   (m)         5685.2    (f) COMPUTED    1 2
 RY0271
 RY0271.Superseded values are not recommended for survey control.
 RY0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0271.See file dsdata.txt to determine how the superseded data were derived.
 RY0271
 RY0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM175428(NAD 83)
 RY0271_MARKER: S = SPIKE
 RY0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0271_SP_SET: TREE
 RY0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0271
 RY0271  HISTORY     - Date     Condition        Report By
 RY0271  HISTORY     - UNK      MONUMENTED       CGS
 RY0271  HISTORY     - 1950     GOOD             NGS
 RY0271
 RY0271                          STATION DESCRIPTION
 RY0271
 RY0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0271'8.2 MI W FROM SHERMAN SADDLE.
 RY0271'8.2 MILES WEST ALONG THE LOLO TRAIL ROAD FROM SHERMAN SADDLE, 181.5
 RY0271'FEET NORTH OF H 216, 145 FEET NORTH OF THE CENTER OF THE JUNCTION OF
 RY0271'TRAIL NO. 244 LEADING WEST TO OBIA CREEK, 26 FEET EAST OF THE CENTER
 RY0271'LINE OF THE ROAD, IN THE SOUTH BASE OF A 15-INCH HEMLOCK TREE MARKED
 RY0271'WITH A WHITE PAINTED TRIANGULAR BLAZE, AND 1/2 FOOT HIGHER THAN THE
 RY0271'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0256 ***********************************************************************
 QB0256  DESIGNATION -  H 217
 QB0256  PID         -  QB0256
 QB0256  STATE/COUNTY-  ID/WASHINGTON
 QB0256  USGS QUAD   -  OLDS FERRY (1974)
 QB0256
 QB0256                         *CURRENT SURVEY CONTROL
 QB0256  ___________________________________________________________________
 QB0256* NAD 83(1986)-  44 16 39.     (N)    117 11 54.     (W)     SCALED    
 QB0256* NAVD 88     -       635.199  (meters)    2083.98   (feet)  ADJUSTED  
 QB0256  ___________________________________________________________________
 QB0256  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 QB0256  DYNAMIC HT  -         635.032 (meters)    2083.43  (feet)  COMP
 QB0256  MODELED GRAV-     980,335.1   (mgal)                       NAVD 88
 QB0256
 QB0256  VERT ORDER  -  FIRST     CLASS II
 QB0256
 QB0256.The horizontal coordinates were scaled from a topographic map and have
 QB0256.an estimated accuracy of +/- 6 seconds.
 QB0256
 QB0256.The orthometric height was determined by differential leveling
 QB0256.and adjusted by the National Geodetic Survey in June 1991..
 QB0256
 QB0256.The geoid height was determined by GEOID03.
 QB0256
 QB0256.The dynamic height is computed by dividing the NAVD 88
 QB0256.geopotential number by the normal gravity value computed on the
 QB0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0256.degrees latitude (g = 980.6199 gals.).
 QB0256
 QB0256.The modeled gravity was interpolated from observed gravity values.
 QB0256
 QB0256;                    North         East    Units  Estimated Accuracy
 QB0256;SPC ID W     -   291,040.      684,390.      MT  (+/- 180 meters Scaled)
 QB0256
 QB0256                          SUPERSEDED SURVEY CONTROL
 QB0256
 QB0256  NGVD 29 (??/??/92)  634.222  (m)         2080.78   (f) ADJ UNCH    1 2
 QB0256
 QB0256.Superseded values are not recommended for survey control.
 QB0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0256.See file dsdata.txt to determine how the superseded data were derived.
 QB0256
 QB0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK841027(NAD 83)
 QB0256_MARKER: DB = BENCH MARK DISK
 QB0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0256_STAMPING: H 217 1941
 QB0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0256+STABILITY: SURFACE MOTION
 QB0256
 QB0256  HISTORY     - Date     Condition        Report By
 QB0256  HISTORY     - 1941     MONUMENTED       CGS
 QB0256  HISTORY     - 1950     MARK NOT FOUND   USGS
 QB0256
 QB0256                          STATION DESCRIPTION
 QB0256
 QB0256'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QB0256'1.0 MI SE FROM OLDS FERRY.
 QB0256'1.0 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM OLDS FERRY,
 QB0256'WASHINGTON COUNTY, 6 FEET NORTHEAST OF MILEPOST 529, 27 FEET NORTHEAST
 QB0256'OF THE CENTERLINE OF THE TRACK, 30 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 QB0256'FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 QB0256'H 217 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0302 ***********************************************************************
 QB0302  DESIGNATION -  H 218
 QB0302  PID         -  QB0302
 QB0302  STATE/COUNTY-  ID/PAYETTE
 QB0302  USGS QUAD   -  PAYETTE (1974)
 QB0302
 QB0302                         *CURRENT SURVEY CONTROL
 QB0302  ___________________________________________________________________
 QB0302* NAD 83(1986)-  44 07 09.     (N)    116 54 41.     (W)     SCALED    
 QB0302* NAVD 88     -       650.380  (meters)    2133.79   (feet)  ADJUSTED  
 QB0302  ___________________________________________________________________
 QB0302  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 QB0302  DYNAMIC HT  -         650.196 (meters)    2133.18  (feet)  COMP
 QB0302  MODELED GRAV-     980,315.2   (mgal)                       NAVD 88
 QB0302
 QB0302  VERT ORDER  -  FIRST     CLASS II
 QB0302
 QB0302.The horizontal coordinates were scaled from a topographic map and have
 QB0302.an estimated accuracy of +/- 6 seconds.
 QB0302
 QB0302.The orthometric height was determined by differential leveling
 QB0302.and adjusted by the National Geodetic Survey in June 1991..
 QB0302
 QB0302.The geoid height was determined by GEOID03.
 QB0302
 QB0302.The dynamic height is computed by dividing the NAVD 88
 QB0302.geopotential number by the normal gravity value computed on the
 QB0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0302.degrees latitude (g = 980.6199 gals.).
 QB0302
 QB0302.The modeled gravity was interpolated from observed gravity values.
 QB0302
 QB0302;                    North         East    Units  Estimated Accuracy
 QB0302;SPC ID W     -   273,090.      707,040.      MT  (+/- 180 meters Scaled)
 QB0302
 QB0302                          SUPERSEDED SURVEY CONTROL
 QB0302
 QB0302  NGVD 29 (??/??/92)  649.407  (m)         2130.60   (f) ADJ UNCH    1 2
 QB0302
 QB0302.Superseded values are not recommended for survey control.
 QB0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0302.See file dsdata.txt to determine how the superseded data were derived.
 QB0302
 QB0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ070851(NAD 83)
 QB0302_MARKER: DD = SURVEY DISK
 QB0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0302_STAMPING: H 218 1941 PT 144+12.6 40 FT.
 QB0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0302+STABILITY: SURFACE MOTION
 QB0302
 QB0302  HISTORY     - Date     Condition        Report By
 QB0302  HISTORY     - 1941     MONUMENTED       IDPWD
 QB0302  HISTORY     - 1948     GOOD             NGS
 QB0302  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0302
 QB0302                          STATION DESCRIPTION
 QB0302
 QB0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QB0302'3.4 MI N FROM PAYETTE.
 QB0302'3.4 MILES NORTH ALONG U.S. HIGHWAY 30 N FROM THE INTERSECTION OF
 QB0302'EIGHTH AND MAIN STREETS AT PAYETTE, PAYETTE COUNTY, 120 FEET SOUTH OF
 QB0302'A DITCH AND IRON CULVERT, OPPOSITE THE FIRST POLE SOUTH OF UNION
 QB0302'PACIFIC RAILROAD MILEPOST 506, 200 FEET EAST OF THE CENTERLINE OF THE
 QB0302'TRACK, 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND NEAR A WHITE
 QB0302'WOODEN WITNESS POST.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD
 QB0302'DISK, STAMPED H 218 1941 PT 144+12.6 40 AND SET IN THE TOP OF A
 QB0302'CONCRETE POST.
 QB0302
 QB0302                          STATION RECOVERY (1983)
 QB0302
 QB0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0302'EVIDENCE WAS FOUND THAT THE BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0246 ***********************************************************************
 NV0246  DESIGNATION -  H 219
 NV0246  PID         -  NV0246
 NV0246  STATE/COUNTY-  ID/LINCOLN
 NV0246  USGS QUAD   -  TUNUPA (1992)
 NV0246
 NV0246                         *CURRENT SURVEY CONTROL
 NV0246  ___________________________________________________________________
 NV0246* NAD 83(1986)-  42 57 18.     (N)    114 34 26.     (W)     SCALED    
 NV0246* NAVD 88     -      1132.880  (meters)    3716.79   (feet)  ADJUSTED  
 NV0246  ___________________________________________________________________
 NV0246  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 NV0246  DYNAMIC HT  -        1132.322 (meters)    3714.96  (feet)  COMP
 NV0246  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 NV0246
 NV0246  VERT ORDER  -  FIRST     CLASS II
 NV0246
 NV0246.The horizontal coordinates were scaled from a topographic map and have
 NV0246.an estimated accuracy of +/- 6 seconds.
 NV0246
 NV0246.The orthometric height was determined by differential leveling
 NV0246.and adjusted by the National Geodetic Survey in June 1991..
 NV0246
 NV0246.The geoid height was determined by GEOID03.
 NV0246
 NV0246.The dynamic height is computed by dividing the NAVD 88
 NV0246.geopotential number by the normal gravity value computed on the
 NV0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0246.degrees latitude (g = 980.6199 gals.).
 NV0246
 NV0246.The modeled gravity was interpolated from observed gravity values.
 NV0246
 NV0246;                    North         East    Units  Estimated Accuracy
 NV0246;SPC ID C     -   143,260.      453,170.      MT  (+/- 180 meters Scaled)
 NV0246
 NV0246                          SUPERSEDED SURVEY CONTROL
 NV0246
 NV0246  NGVD 29 (??/??/92) 1132.021  (m)         3713.97   (f) ADJ UNCH    1 2
 NV0246
 NV0246.Superseded values are not recommended for survey control.
 NV0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0246.See file dsdata.txt to determine how the superseded data were derived.
 NV0246
 NV0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH978586(NAD 83)
 NV0246_MARKER: DB = BENCH MARK DISK
 NV0246_SETTING: 66 = SET IN ROCK OUTCROP
 NV0246_SP_SET: LAVA OUTCROP
 NV0246_STAMPING: H 219 1941
 NV0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0246+STABILITY: POSITION/ELEVATION WELL
 NV0246
 NV0246  HISTORY     - Date     Condition        Report By
 NV0246  HISTORY     - 1941     MONUMENTED       CGS
 NV0246  HISTORY     - 1971     GOOD             USGS
 NV0246  HISTORY     - 1983     GOOD             NGS
 NV0246
 NV0246                          STATION DESCRIPTION
 NV0246
 NV0246'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NV0246'8.9 MI W FROM SHOSHONE.
 NV0246'8.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0246'SHOSHONE, LINCOLN COUNTY, 0.35 MILE EAST OF THE TUNUPA SIGN, 73 FEET
 NV0246'SOUTH OF THE CENTERLINE OF THE TRACK, 21 FEET NORTH OF A FENCE, 203
 NV0246'FEET EAST OF A ROAD CROSSING, 6 FEET WEST OF A STEEL WITNESS POST, IN
 NV0246'THE TOP OF A LAVA OUTCROP AND ABOUT 8 FEET LOWER THAN THE TRACK.
 NV0246
 NV0246                          STATION RECOVERY (1983)
 NV0246
 NV0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0395 ***********************************************************************
 QZ0395  DESIGNATION -  H 22
 QZ0395  PID         -  QZ0395
 QZ0395  STATE/COUNTY-  ID/VALLEY
 QZ0395  USGS QUAD   -  PILOT PEAK (1969)
 QZ0395
 QZ0395                         *CURRENT SURVEY CONTROL
 QZ0395  ___________________________________________________________________
 QZ0395* NAD 83(1986)-  45 10 26.     (N)    115 34 42.     (W)     SCALED    
 QZ0395* NAVD 88     -       923.620  (meters)    3030.24   (feet)  ADJUSTED  
 QZ0395  ___________________________________________________________________
 QZ0395  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 QZ0395  DYNAMIC HT  -         923.276 (meters)    3029.11  (feet)  COMP
 QZ0395  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 QZ0395
 QZ0395  VERT ORDER  -  SECOND    CLASS 0
 QZ0395
 QZ0395.The horizontal coordinates were scaled from a topographic map and have
 QZ0395.an estimated accuracy of +/- 6 seconds.
 QZ0395
 QZ0395.The orthometric height was determined by differential leveling
 QZ0395.and adjusted by the National Geodetic Survey in June 1991..
 QZ0395
 QZ0395.The geoid height was determined by GEOID03.
 QZ0395
 QZ0395.The dynamic height is computed by dividing the NAVD 88
 QZ0395.geopotential number by the normal gravity value computed on the
 QZ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0395.degrees latitude (g = 980.6199 gals.).
 QZ0395
 QZ0395.The modeled gravity was interpolated from observed gravity values.
 QZ0395
 QZ0395;                    North         East    Units  Estimated Accuracy
 QZ0395;SPC ID W     -   389,640.      813,490.      MT  (+/- 180 meters Scaled)
 QZ0395
 QZ0395                          SUPERSEDED SURVEY CONTROL
 QZ0395
 QZ0395  NGVD 29 (??/??/92)  922.492  (m)         3026.54   (f) ADJ UNCH    2 0
 QZ0395
 QZ0395.Superseded values are not recommended for survey control.
 QZ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0395.See file dsdata.txt to determine how the superseded data were derived.
 QZ0395
 QZ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL117032(NAD 83)
 QZ0395_MARKER: DD = SURVEY DISK
 QZ0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0395_SP_SET: PLATFORM
 QZ0395_STAMPING: H 22 1934
 QZ0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0395
 QZ0395  HISTORY     - Date     Condition        Report By
 QZ0395  HISTORY     - 1934     MONUMENTED       USGS
 QZ0395  HISTORY     - 1948     GOOD             NGS
 QZ0395
 QZ0395                          STATION DESCRIPTION
 QZ0395
 QZ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QZ0395'IN SOUTH FORK GUARD STATION.
 QZ0395'AT THE SOUTH FORK GUARD STATION, AT THE NORTHWEST CORNER OF THE
 QZ0395'WAREHOUSE, 17.5 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN
 QZ0395'ENTRANCE, 5.5 FEET WEST OF THE NORTHWEST CORNER OF THE BUILDING, SET
 QZ0395'ON TOP AND AT THE NORTHWEST END OF THE CONCRETE LOADING PLATFORM AND
 QZ0395'ABOUT 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0492 ***********************************************************************
 NV0492  DESIGNATION -  H 220
 NV0492  PID         -  NV0492
 NV0492  STATE/COUNTY-  ID/ELMORE
 NV0492  USGS QUAD   -  GLENNS FERRY (1992)
 NV0492
 NV0492                         *CURRENT SURVEY CONTROL
 NV0492  ___________________________________________________________________
 NV0492* NAD 83(1986)-  42 57 02.     (N)    115 17 59.     (W)     SCALED    
 NV0492* NAVD 88     -       781.885  (meters)    2565.23   (feet)  ADJUSTED  
 NV0492  ___________________________________________________________________
 NV0492  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 NV0492  DYNAMIC HT  -         781.566 (meters)    2564.19  (feet)  COMP
 NV0492  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 NV0492
 NV0492  VERT ORDER  -  FIRST     CLASS II
 NV0492
 NV0492.The horizontal coordinates were scaled from a topographic map and have
 NV0492.an estimated accuracy of +/- 6 seconds.
 NV0492
 NV0492.The orthometric height was determined by differential leveling
 NV0492.and adjusted by the National Geodetic Survey in June 1991..
 NV0492
 NV0492.The geoid height was determined by GEOID03.
 NV0492
 NV0492.The dynamic height is computed by dividing the NAVD 88
 NV0492.geopotential number by the normal gravity value computed on the
 NV0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0492.degrees latitude (g = 980.6199 gals.).
 NV0492
 NV0492.The modeled gravity was interpolated from observed gravity values.
 NV0492
 NV0492;                    North         East    Units  Estimated Accuracy
 NV0492;SPC ID W     -   142,700.      836,740.      MT  (+/- 180 meters Scaled)
 NV0492
 NV0492                          SUPERSEDED SURVEY CONTROL
 NV0492
 NV0492  NGVD 29 (??/??/92)  781.070  (m)         2562.56   (f) ADJ UNCH    1 2
 NV0492
 NV0492.Superseded values are not recommended for survey control.
 NV0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0492.See file dsdata.txt to determine how the superseded data were derived.
 NV0492
 NV0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH386567(NAD 83)
 NV0492_MARKER: DB = BENCH MARK DISK
 NV0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0492_SP_SET: RETAINING WALL
 NV0492_STAMPING: H 220 1941
 NV0492_MARK LOGO: CGS   
 NV0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0492
 NV0492  HISTORY     - Date     Condition        Report By
 NV0492  HISTORY     - 1941     MONUMENTED       CGS
 NV0492  HISTORY     - 1960     GOOD             NGS
 NV0492  HISTORY     - 1983     GOOD             NGS
 NV0492
 NV0492                          STATION DESCRIPTION
 NV0492
 NV0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NV0492'IN GLENNS FERRY.
 NV0492'AT GLENNS FERRY, 0.2 MILE SOUTH ALONG COMMERCIAL AVENUE FROM THE
 NV0492'INTERSECTION OF IDAHO AVENUE, THENCE 0.05 MILE WEST ALONG ARTHUR
 NV0492'AVENUE, 30.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK HIGH
 NV0492'SCHOOL BUILDING, 32 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 NV0492'STREET, 1 1/2 FEET SOUTH OF THE EXTENDED CENTER LINE OF ARTHUR AVENUE,
 NV0492'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE RETAINING WALL
 NV0492'AROUND THE SCHOOL BUILDING, ABOUT 1 FOOT HIGHER THAN THE STREET.
 NV0492
 NV0492                          STATION RECOVERY (1983)
 NV0492
 NV0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0530 ***********************************************************************
 OZ0530  DESIGNATION -  H 221
 OZ0530  PID         -  OZ0530
 OZ0530  STATE/COUNTY-  ID/ELMORE
 OZ0530  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0530
 OZ0530                         *CURRENT SURVEY CONTROL
 OZ0530  ___________________________________________________________________
 OZ0530* NAD 83(1986)-  43 09 58.     (N)    115 44 21.     (W)     SCALED    
 OZ0530* NAVD 88     -       975.531  (meters)    3200.55   (feet)  ADJUSTED  
 OZ0530  ___________________________________________________________________
 OZ0530  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 OZ0530  DYNAMIC HT  -         975.111 (meters)    3199.18  (feet)  COMP
 OZ0530  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 OZ0530
 OZ0530  VERT ORDER  -  FIRST     CLASS II
 OZ0530
 OZ0530.The horizontal coordinates were scaled from a topographic map and have
 OZ0530.an estimated accuracy of +/- 6 seconds.
 OZ0530
 OZ0530.The orthometric height was determined by differential leveling
 OZ0530.and adjusted by the National Geodetic Survey in June 1991..
 OZ0530
 OZ0530.The geoid height was determined by GEOID03.
 OZ0530
 OZ0530.The dynamic height is computed by dividing the NAVD 88
 OZ0530.geopotential number by the normal gravity value computed on the
 OZ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0530.degrees latitude (g = 980.6199 gals.).
 OZ0530
 OZ0530.The modeled gravity was interpolated from observed gravity values.
 OZ0530
 OZ0530;                    North         East    Units  Estimated Accuracy
 OZ0530;SPC ID W     -   166,550.      800,880.      MT  (+/- 180 meters Scaled)
 OZ0530
 OZ0530                          SUPERSEDED SURVEY CONTROL
 OZ0530
 OZ0530  NGVD 29 (??/??/92)  974.649  (m)         3197.66   (f) ADJ UNCH    1 2
 OZ0530
 OZ0530.Superseded values are not recommended for survey control.
 OZ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0530.See file dsdata.txt to determine how the superseded data were derived.
 OZ0530
 OZ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH024800(NAD 83)
 OZ0530_MARKER: DB = BENCH MARK DISK
 OZ0530_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OZ0530_STAMPING: H 221 1941
 OZ0530_MARK LOGO: CGS   
 OZ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0530+STABILITY: SURFACE MOTION
 OZ0530
 OZ0530  HISTORY     - Date     Condition        Report By
 OZ0530  HISTORY     - 1941     MONUMENTED       CGS
 OZ0530  HISTORY     - 1959     GOOD             NGS
 OZ0530  HISTORY     - 1979     GOOD             NGS
 OZ0530  HISTORY     - 1983     POOR             NGS
 OZ0530
 OZ0530                          STATION DESCRIPTION
 OZ0530
 OZ0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0530'3.2 MI NW FROM MOUNTAIN HOME.
 OZ0530'3.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OZ0530'AT MOUNTAIN HOME, ELMORE COUNTY, 3 POLES NORTHWEST OF MILEPOST 405, AT
 OZ0530'CULVERT 405.04, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 OZ0530'CONCRETE HEADWALL, AND 12 FEET NORTHEAST OF THE CENTERLINE OF THE
 OZ0530'TRACK.  A STANDARD DISK, STAMPED H 221 1941.
 OZ0530
 OZ0530                          STATION RECOVERY (1979)
 OZ0530
 OZ0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OZ0530'RECOVERED IN GOOD CONDITION.
 OZ0530
 OZ0530                          STATION RECOVERY (1983)
 OZ0530
 OZ0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0530'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM
 OZ0530'(3.5 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0530'PACIFIC RAILROAD OVERPASS IN MOUNTAIN HOME, IN TOP OF THE SOUTHEAST
 OZ0530'END OF THE NORTHEAST SANDSTONE BLOCK HEADWALL FOR A CULVERT UNDER THE
 OZ0530'RAILROAD, 42.7 METERS (140 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 OZ0530'94.5 METERS (310 FT) NORTHWEST OF SEMAPHORE 405.1 AND 3.0 METERS
 OZ0530'(10 FT) NORTHEAST OF THE NORTHEAST RAIL.  NOTE-HEADWALL IS CRACKED AND
 OZ0530'ELEVATION SHOULD BE USED WITH CAUTION.
 OZ0530'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0480 ***********************************************************************
 OH0480  DESIGNATION -  H 222
 OH0480  PID         -  OH0480
 OH0480  STATE/COUNTY-  ID/CANYON
 OH0480  USGS QUAD   -  NOTUS (1971)
 OH0480
 OH0480                         *CURRENT SURVEY CONTROL
 OH0480  ___________________________________________________________________
 OH0480* NAD 83(1986)-  43 43 58.     (N)    116 49 30.     (W)     SCALED    
 OH0480* NAVD 88     -       702.106  (meters)    2303.49   (feet)  ADJUSTED  
 OH0480  ___________________________________________________________________
 OH0480  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 OH0480  DYNAMIC HT  -         701.877 (meters)    2302.74  (feet)  COMP
 OH0480  MODELED GRAV-     980,269.8   (mgal)                       NAVD 88
 OH0480
 OH0480  VERT ORDER  -  FIRST     CLASS II
 OH0480
 OH0480.The horizontal coordinates were scaled from a topographic map and have
 OH0480.an estimated accuracy of +/- 6 seconds.
 OH0480
 OH0480.The orthometric height was determined by differential leveling
 OH0480.and adjusted by the National Geodetic Survey in June 1991..
 OH0480
 OH0480.The geoid height was determined by GEOID03.
 OH0480
 OH0480.The dynamic height is computed by dividing the NAVD 88
 OH0480.geopotential number by the normal gravity value computed on the
 OH0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0480.degrees latitude (g = 980.6199 gals.).
 OH0480
 OH0480.The modeled gravity was interpolated from observed gravity values.
 OH0480
 OH0480;                    North         East    Units  Estimated Accuracy
 OH0480;SPC ID W     -   230,060.      713,400.      MT  (+/- 180 meters Scaled)
 OH0480
 OH0480                          SUPERSEDED SURVEY CONTROL
 OH0480
 OH0480  NGVD 29 (??/??/92)  701.165  (m)         2300.41   (f) ADJ UNCH    1 2
 OH0480
 OH0480.Superseded values are not recommended for survey control.
 OH0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0480.See file dsdata.txt to determine how the superseded data were derived.
 OH0480
 OH0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ140422(NAD 83)
 OH0480_MARKER: DB = BENCH MARK DISK
 OH0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0480_SP_SET: CULVERT
 OH0480_STAMPING: H 222 1941
 OH0480_MARK LOGO: CGS   
 OH0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0480
 OH0480  HISTORY     - Date     Condition        Report By
 OH0480  HISTORY     - 1941     MONUMENTED       CGS
 OH0480  HISTORY     - 1979     GOOD             NGS
 OH0480  HISTORY     - 1983     GOOD             NGS
 OH0480
 OH0480                          STATION DESCRIPTION
 OH0480
 OH0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0480'1.25 MI NW FROM NOTUS.
 OH0480'1-1/4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OH0480'STATION AT NOTUS, CANYON COUNTY, AT CULVERT 474.07, AND IN THE
 OH0480'NORTHWEST END OF THE NORTHEAST HEADWALL.  A STANDARD DISK, STAMPED H
 OH0480'222 1941.
 OH0480
 OH0480                          STATION RECOVERY (1979)
 OH0480
 OH0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0480'STATION AT NOTUS IS GONE CULVERT 474 07 IS STILL IN PLACE.
 OH0480
 OH0480                          STATION RECOVERY (1983)
 OH0480
 OH0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0480'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.15 KM
 OH0480'(7.55 MI) NORTHWEST ALONG US HIGHWAYS 20 AND 26 FROM THE T-JUNCTION OF
 OH0480'INTERSTATE 84 IN CALDWELL, IN TOP OF THE SOUTHEAST END OF THE
 OH0480'NORTHEAST CONCRETE HEADWALL 474.03 UNDER THE UNION PACIFIC RAILROAD,
 OH0480'0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 15, 32.0 METERS (105 FT)
 OH0480'SOUTHWEST OF THE HIGHWAY CENTERLINE, 27.0 METERS (89 FT) NORTHWEST OF
 OH0480'RAILROAD MILEPOLE 474, 3.0 METERS (10 FT) NORTHEAST OF THE NORTHEAST
 OH0480'RAIL AND 0.4 METER (1.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 OH0480'HEADWALL.
 OH0480'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0502 ***********************************************************************
 OH0502  DESIGNATION -  H 223
 OH0502  PID         -  OH0502
 OH0502  STATE/COUNTY-  ID/CANYON
 OH0502  USGS QUAD   -  NAMPA (1971)
 OH0502
 OH0502                         *CURRENT SURVEY CONTROL
 OH0502  ___________________________________________________________________
 OH0502* NAD 83(1986)-  43 36 01.     (N)    116 35 42.     (W)     SCALED    
 OH0502* NAVD 88     -       751.526  (meters)    2465.63   (feet)  ADJUSTED  
 OH0502  ___________________________________________________________________
 OH0502  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 OH0502  DYNAMIC HT  -         751.267 (meters)    2464.78  (feet)  COMP
 OH0502  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 OH0502
 OH0502  VERT ORDER  -  FIRST     CLASS II
 OH0502
 OH0502.The horizontal coordinates were scaled from a topographic map and have
 OH0502.an estimated accuracy of +/- 6 seconds.
 OH0502
 OH0502.The orthometric height was determined by differential leveling
 OH0502.and adjusted by the National Geodetic Survey in June 1991..
 OH0502
 OH0502.The geoid height was determined by GEOID03.
 OH0502
 OH0502.The dynamic height is computed by dividing the NAVD 88
 OH0502.geopotential number by the normal gravity value computed on the
 OH0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0502.degrees latitude (g = 980.6199 gals.).
 OH0502
 OH0502.The modeled gravity was interpolated from observed gravity values.
 OH0502
 OH0502;                    North         East    Units  Estimated Accuracy
 OH0502;SPC ID W     -   215,130.      731,780.      MT  (+/- 180 meters Scaled)
 OH0502
 OH0502                          SUPERSEDED SURVEY CONTROL
 OH0502
 OH0502  NGVD 29 (??/??/92)  750.592  (m)         2462.57   (f) ADJ UNCH    1 2
 OH0502
 OH0502.Superseded values are not recommended for survey control.
 OH0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0502.See file dsdata.txt to determine how the superseded data were derived.
 OH0502
 OH0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ326275(NAD 83)
 OH0502_MARKER: DB = BENCH MARK DISK
 OH0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0502_SP_SET: CULVERT
 OH0502_STAMPING: H 223 1941
 OH0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0502
 OH0502  HISTORY     - Date     Condition        Report By
 OH0502  HISTORY     - 1941     MONUMENTED       CGS
 OH0502  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 OH0502
 OH0502                          STATION DESCRIPTION
 OH0502
 OH0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0502'2.2 MI NW FROM NAMPA.
 OH0502'2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM NAMPA, CANYON COUNTY,
 OH0502'0.5 MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 20, 0.15 MILE
 OH0502'NORTHWEST OF A POWER SUBSTATION, 65 FEET NORTHWEST OF THE OLEN COSSEL
 OH0502'RESIDENCE 24 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND IN
 OH0502'THE NORTHEAST END OF A CONCRETE CULVERT.  A STANDARD DISK, STAMPED H
 OH0502'223 1941.
 OH0502
 OH0502                          STATION RECOVERY (1976)
 OH0502
 OH0502'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 OH0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0503 ***********************************************************************
 OH0503  DESIGNATION -  H 223 RESET
 OH0503  PID         -  OH0503
 OH0503  STATE/COUNTY-  ID/CANYON
 OH0503  USGS QUAD   -  NAMPA (1971)
 OH0503
 OH0503                         *CURRENT SURVEY CONTROL
 OH0503  ___________________________________________________________________
 OH0503* NAD 83(1986)-  43 36 01.     (N)    116 35 42.     (W)     SCALED    
 OH0503* NAVD 88     -       751.07   (+/-2cm)    2464.1    (feet)  VERTCON   
 OH0503  ___________________________________________________________________
 OH0503  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 OH0503
 OH0503  VERT ORDER  -  THIRD (See Below)
 OH0503
 OH0503.The horizontal coordinates were scaled from a topographic map and have
 OH0503.an estimated accuracy of +/- 6 seconds.
 OH0503
 OH0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH0503.The vertical order pertains to the NGVD 29 superseded value.
 OH0503
 OH0503.The geoid height was determined by GEOID03.
 OH0503
 OH0503;                    North         East    Units  Estimated Accuracy
 OH0503;SPC ID W     -   215,130.      731,780.      MT  (+/- 180 meters Scaled)
 OH0503
 OH0503                          SUPERSEDED SURVEY CONTROL
 OH0503
 OH0503  NGVD 29 (03/27/06)  750.13   (m)         2461.1    (f) RESET       3  
 OH0503
 OH0503.Superseded values are not recommended for survey control.
 OH0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0503.See file dsdata.txt to determine how the superseded data were derived.
 OH0503
 OH0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ326275(NAD 83)
 OH0503_MARKER: DB = BENCH MARK DISK
 OH0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0503_SP_SET: CURB
 OH0503_STAMPING: H 223 RESET 1976
 OH0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0503
 OH0503  HISTORY     - Date     Condition        Report By
 OH0503  HISTORY     - 1976     MONUMENTED       LOCENG
 OH0503
 OH0503                          STATION DESCRIPTION
 OH0503
 OH0503'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 OH0503'2.2 MI NW FROM NAMPA.
 OH0503'2.2 MILES NORTHWEST ALONG U. S. HIGHWAY 30 FROM NAMPA, 0.15 MILE
 OH0503'NORTHWEST INTERSECTION NAMPA-CALDWELL BLVD. AND MIDLAND ROAD BRASS
 OH0503'DISK IN TOP BACK OF CURB IN COSSELL SUBDIVISION, 13.60 SOUTH AND 9.50
 OH0503'WEST FROM NORTH P.C. PIN LOT NO. 4 BLOCK NO. 1 COSSEL SUBDIVISION.
 OH0503'NORTH SIDE NAMPA-CALDWELL BLVD. 58.10 FEET NORTH OF NAMPA-CALDWELL
 OH0503'BLVD. ON EAST SIDE OF SUBDIVISION STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0254 ***********************************************************************
 OH0254  DESIGNATION -  H 224
 OH0254  PID         -  OH0254
 OH0254  STATE/COUNTY-  ID/ADA
 OH0254  USGS QUAD   -  OWYHEE (1992)
 OH0254
 OH0254                         *CURRENT SURVEY CONTROL
 OH0254  ___________________________________________________________________
 OH0254* NAD 83(1986)-  43 24 40.     (N)    116 11 13.     (W)     SCALED    
 OH0254* NAVD 88     -       908.324  (meters)    2980.06   (feet)  ADJUSTED  
 OH0254  ___________________________________________________________________
 OH0254  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 OH0254  DYNAMIC HT  -         907.949 (meters)    2978.83  (feet)  COMP
 OH0254  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 OH0254
 OH0254  VERT ORDER  -  FIRST     CLASS II
 OH0254
 OH0254.The horizontal coordinates were scaled from a topographic map and have
 OH0254.an estimated accuracy of +/- 6 seconds.
 OH0254
 OH0254.The orthometric height was determined by differential leveling
 OH0254.and adjusted by the National Geodetic Survey in June 1991..
 OH0254
 OH0254.The geoid height was determined by GEOID03.
 OH0254
 OH0254.The dynamic height is computed by dividing the NAVD 88
 OH0254.geopotential number by the normal gravity value computed on the
 OH0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0254.degrees latitude (g = 980.6199 gals.).
 OH0254
 OH0254.The modeled gravity was interpolated from observed gravity values.
 OH0254
 OH0254;                    North         East    Units  Estimated Accuracy
 OH0254;SPC ID W     -   193,860.      764,610.      MT  (+/- 180 meters Scaled)
 OH0254
 OH0254                          SUPERSEDED SURVEY CONTROL
 OH0254
 OH0254  NGVD 29 (??/??/92)  907.353  (m)         2976.87   (f) ADJ UNCH    1 2
 OH0254
 OH0254.Superseded values are not recommended for survey control.
 OH0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0254.See file dsdata.txt to determine how the superseded data were derived.
 OH0254
 OH0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ658067(NAD 83)
 OH0254_MARKER: DB = BENCH MARK DISK
 OH0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0254_SP_SET: ABUTMENT
 OH0254_STAMPING: H 224 1941
 OH0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0254
 OH0254  HISTORY     - Date     Condition        Report By
 OH0254  HISTORY     - 1941     MONUMENTED       CGS
 OH0254  HISTORY     - 1979     GOOD             NGS
 OH0254
 OH0254                          STATION DESCRIPTION
 OH0254
 OH0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0254'1.0 MI SE FROM OWHYEE.
 OH0254'1.0 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM OWHYEE, ADA
 OH0254'COUNTY, AT BRIDGE 434.06, IN THE NORTHEAST END OF THE NORTHWEST
 OH0254'ABUTMENT, AND ABOUT 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 OH0254'STAMPED H 224 1941.
 OH0254
 OH0254                          STATION RECOVERY (1979)
 OH0254
 OH0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0479 ***********************************************************************
 NV0479  DESIGNATION -  H 225
 NV0479  PID         -  NV0479
 NV0479  STATE/COUNTY-  ID/ELMORE
 NV0479  USGS QUAD   -  HAMMETT (1992)
 NV0479
 NV0479                         *CURRENT SURVEY CONTROL
 NV0479  ___________________________________________________________________
 NV0479* NAD 83(1986)-  42 56 50.     (N)    115 23 49.     (W)     SCALED    
 NV0479* NAVD 88     -       766.679  (meters)    2515.35   (feet)  ADJUSTED  
 NV0479  ___________________________________________________________________
 NV0479  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 NV0479  DYNAMIC HT  -         766.368 (meters)    2514.33  (feet)  COMP
 NV0479  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 NV0479
 NV0479  VERT ORDER  -  FIRST     CLASS II
 NV0479
 NV0479.The horizontal coordinates were scaled from a topographic map and have
 NV0479.an estimated accuracy of +/- 6 seconds.
 NV0479
 NV0479.The orthometric height was determined by differential leveling
 NV0479.and adjusted by the National Geodetic Survey in June 1991..
 NV0479
 NV0479.The geoid height was determined by GEOID03.
 NV0479
 NV0479.The dynamic height is computed by dividing the NAVD 88
 NV0479.geopotential number by the normal gravity value computed on the
 NV0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0479.degrees latitude (g = 980.6199 gals.).
 NV0479
 NV0479.The modeled gravity was interpolated from observed gravity values.
 NV0479
 NV0479;                    North         East    Units  Estimated Accuracy
 NV0479;SPC ID W     -   142,290.      828,810.      MT  (+/- 180 meters Scaled)
 NV0479
 NV0479                          SUPERSEDED SURVEY CONTROL
 NV0479
 NV0479  NGVD 29 (??/??/92)  765.871  (m)         2512.70   (f) ADJ UNCH    1 2
 NV0479
 NV0479.Superseded values are not recommended for survey control.
 NV0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0479.See file dsdata.txt to determine how the superseded data were derived.
 NV0479
 NV0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH307562(NAD 83)
 NV0479_MARKER: DB = BENCH MARK DISK
 NV0479_SETTING: 80 = SET IN A BOULDER
 NV0479_SP_SET: BOULDER
 NV0479_STAMPING: H 225 1960
 NV0479_MARK LOGO: CGS   
 NV0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0479+STABILITY: SURFACE MOTION
 NV0479
 NV0479  HISTORY     - Date     Condition        Report By
 NV0479  HISTORY     - 1960     MONUMENTED       CGS
 NV0479  HISTORY     - 1983     GOOD             NGS
 NV0479
 NV0479                          STATION DESCRIPTION
 NV0479
 NV0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NV0479'5.4 MI W FROM GLENNS FERRY.
 NV0479'ABOUT 5.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0479'AT GLENNS FERRY, 0.3 MILE WEST OF MILEPOLE 379, 3 1/2 POLES SOUTHWEST
 NV0479'OF QUARTER MILE POLE, 4 POLES NORTHEAST OF HALF MILE POLE, IN THE TOP
 NV0479'OF A 4 X 6-FOOT BOULDER THAT PROJECTS 3 FEET ABOVE THE GROUND, 72 FEET
 NV0479'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 9.5 FEET
 NV0479'SOUTHEAST OF THE FENCE LINE, 2.5 FEET NORTH OF A WITNESS POST, ABOUT 5
 NV0479'FEET HIGHER THAN THE TRACK.
 NV0479
 NV0479                          STATION RECOVERY (1983)
 NV0479
 NV0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0217 ***********************************************************************
 OY0217  DESIGNATION -  H 226
 OY0217  PID         -  OY0217
 OY0217  STATE/COUNTY-  ID/BINGHAM
 OY0217  USGS QUAD   -  FIRTH (1979)
 OY0217
 OY0217                         *CURRENT SURVEY CONTROL
 OY0217  ___________________________________________________________________
 OY0217* NAD 83(1986)-  43 17 02.     (N)    112 12 25.     (W)     SCALED    
 OY0217* NAVD 88     -      1390.005  (meters)    4560.37   (feet)  ADJUSTED  
 OY0217  ___________________________________________________________________
 OY0217  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 OY0217  DYNAMIC HT  -        1389.245 (meters)    4557.88  (feet)  COMP
 OY0217  MODELED GRAV-     980,024.5   (mgal)                       NAVD 88
 OY0217
 OY0217  VERT ORDER  -  FIRST     CLASS I
 OY0217
 OY0217.The horizontal coordinates were scaled from a topographic map and have
 OY0217.an estimated accuracy of +/- 6 seconds.
 OY0217
 OY0217.The orthometric height was determined by differential leveling
 OY0217.and adjusted by the National Geodetic Survey in June 1991..
 OY0217
 OY0217.The geoid height was determined by GEOID03.
 OY0217
 OY0217.The dynamic height is computed by dividing the NAVD 88
 OY0217.geopotential number by the normal gravity value computed on the
 OY0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0217.degrees latitude (g = 980.6199 gals.).
 OY0217
 OY0217.The modeled gravity was interpolated from observed gravity values.
 OY0217
 OY0217;                    North         East    Units  Estimated Accuracy
 OY0217;SPC ID E     -   179,640.      196,730.      MT  (+/- 180 meters Scaled)
 OY0217
 OY0217                          SUPERSEDED SURVEY CONTROL
 OY0217
 OY0217  NGVD 29 (08/20/92) 1388.932  (m)         4556.85   (f) ADJUSTED    1 1
 OY0217
 OY0217.Superseded values are not recommended for survey control.
 OY0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0217.See file dsdata.txt to determine how the superseded data were derived.
 OY0217
 OY0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN020930(NAD 83)
 OY0217_MARKER: DB = BENCH MARK DISK
 OY0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0217_SP_SET: CULVERT
 OY0217_STAMPING: H 226 1960
 OY0217_MARK LOGO: CGS   
 OY0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0217
 OY0217  HISTORY     - Date     Condition        Report By
 OY0217  HISTORY     - 1960     MONUMENTED       CGS
 OY0217  HISTORY     - 1967     GOOD             NGS
 OY0217  HISTORY     - 1983     GOOD             NGS
 OY0217
 OY0217                          STATION DESCRIPTION
 OY0217
 OY0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0217'1.8 MI SW FROM FIRTH.
 OY0217'1.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0217'AT FIRTH, 0.1 MILE NORTHEAST OF THE CROSSING OF WOLVERINE ROAD, AT
 OY0217'RAILROAD MILEAGE 167.66, AT THE CROSSING OF AN IRRIGATION DITCH, IN
 OY0217'THE TOP AND 1.0 FOOT SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST END OF THE
 OY0217'EAST-SOUTHEAST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER U.S.
 OY0217'HIGHWAY 26, 91 AND 191, 48.1 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST
 OY0217'RAIL, 26 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 65
 OY0217'FEET WEST OF THE CENTER OF THE NORTHWEST END OF 24-INCH RAILROAD
 OY0217'CULVERT 167.66, 0.4 FOOT EAST-SOUTHEAST OF A FENCE, AND ABOUT LEVEL
 OY0217'WITH THE TRACK.
 OY0217
 OY0217                          STATION RECOVERY (1967)
 OY0217
 OY0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0217'RECOVERED IN GOOD CONDITION.
 OY0217
 OY0217                          STATION RECOVERY (1983)
 OY0217
 OY0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0217'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE EXCEPT
 OY0217'DELETE 0.4 FOOT EAST-SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0387 ***********************************************************************
 OX0387  DESIGNATION -  H 227
 OX0387  PID         -  OX0387
 OX0387  STATE/COUNTY-  ID/BONNEVILLE
 OX0387  USGS QUAD   -  UCON (1979)
 OX0387
 OX0387                         *CURRENT SURVEY CONTROL
 OX0387  ___________________________________________________________________
 OX0387* NAD 83(1986)-  43 36 44.     (N)    111 57 12.     (W)     SCALED    
 OX0387* NAVD 88     -      1470.184  (meters)    4823.43   (feet)  ADJUSTED  
 OX0387  ___________________________________________________________________
 OX0387  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 OX0387  DYNAMIC HT  -        1469.422 (meters)    4820.93  (feet)  COMP
 OX0387  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 OX0387
 OX0387  VERT ORDER  -  FIRST     CLASS II
 OX0387
 OX0387.The horizontal coordinates were scaled from a topographic map and have
 OX0387.an estimated accuracy of +/- 6 seconds.
 OX0387
 OX0387.The orthometric height was determined by differential leveling
 OX0387.and adjusted by the National Geodetic Survey in June 1991..
 OX0387
 OX0387.The geoid height was determined by GEOID03.
 OX0387
 OX0387.The dynamic height is computed by dividing the NAVD 88
 OX0387.geopotential number by the normal gravity value computed on the
 OX0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0387.degrees latitude (g = 980.6199 gals.).
 OX0387
 OX0387.The modeled gravity was interpolated from observed gravity values.
 OX0387
 OX0387;                    North         East    Units  Estimated Accuracy
 OX0387;SPC ID E     -   216,130.      217,220.      MT  (+/- 180 meters Scaled)
 OX0387
 OX0387                          SUPERSEDED SURVEY CONTROL
 OX0387
 OX0387  NGVD 29 (08/20/92) 1469.099  (m)         4819.87   (f) ADJUSTED    1 2
 OX0387
 OX0387.Superseded values are not recommended for survey control.
 OX0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0387.See file dsdata.txt to determine how the superseded data were derived.
 OX0387
 OX0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP230292(NAD 83)
 OX0387_MARKER: DB = BENCH MARK DISK
 OX0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0387_SP_SET: RETAINING WALL
 OX0387_STAMPING: H 227 1960
 OX0387_MARK LOGO: CGS   
 OX0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0387
 OX0387  HISTORY     - Date     Condition        Report By
 OX0387  HISTORY     - 1960     MONUMENTED       CGS
 OX0387  HISTORY     - 1983     GOOD             NGS
 OX0387
 OX0387                          STATION DESCRIPTION
 OX0387
 OX0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0387'4.75 MI SW FROM RIGBY.
 OX0387'4.75 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0387'AT RIGBY, 6 3/4 POLES NORTH OF MILEPOLE 9, 71 FEET WEST-NORTHWEST OF
 OX0387'THE CENTER OF THE CROSSING OF A GRAVEL ROAD, IN TOP OF THE NORTHEAST
 OX0387'CORNER OF THE SOUTH CONCRETE RETAINING WALL OF A FLOODGATE FOR AN
 OX0387'IRRIGATION DITCH, 68.2 FEET WEST OF THE WEST RAIL, 30 FEET NORTH OF
 OX0387'THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTH OF THE CENTER OF THE
 OX0387'FLOODGATE, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 OX0387
 OX0387                          STATION RECOVERY (1983)
 OX0387
 OX0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0387'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OX0387'THE FOLLOWING EXCEPTIONS, DELETE 6 1/2 POLES NORTH OF MILEPOLE 9.
 OX0387'ADD 0.4 KM (0.25 MI) NORTH OF MILEPOST 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0426 ***********************************************************************
 OX0426  DESIGNATION -  H 228
 OX0426  PID         -  OX0426
 OX0426  STATE/COUNTY-  ID/MADISON
 OX0426  USGS QUAD   -  REXBURG (1979)
 OX0426
 OX0426                         *CURRENT SURVEY CONTROL
 OX0426  ___________________________________________________________________
 OX0426* NAD 83(1986)-  43 50 59.     (N)    111 46 18.     (W)     SCALED    
 OX0426* NAVD 88     -      1486.790  (meters)    4877.91   (feet)  POSTED    
 OX0426  ___________________________________________________________________
 OX0426  GEOID HEIGHT-         -11.15  (meters)                     GEOID03
 OX0426  DYNAMIC HT  -        1486.020 (meters)    4875.38  (feet)  COMP
 OX0426  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 OX0426
 OX0426  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0426
 OX0426.The horizontal coordinates were scaled from a topographic map and have
 OX0426.an estimated accuracy of +/- 6 seconds.
 OX0426
 OX0426.The orthometric height was determined by differential leveling
 OX0426.and adjusted by the National Geodetic Survey in 1992..
 OX0426.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0426.rate of 2.1 thru 3.0 mm/km.
 OX0426
 OX0426.The geoid height was determined by GEOID03.
 OX0426
 OX0426.The dynamic height is computed by dividing the NAVD 88
 OX0426.geopotential number by the normal gravity value computed on the
 OX0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0426.degrees latitude (g = 980.6199 gals.).
 OX0426
 OX0426.The modeled gravity was interpolated from observed gravity values.
 OX0426
 OX0426;                    North         East    Units  Estimated Accuracy
 OX0426;SPC ID E     -   242,570.      231,760.      MT  (+/- 180 meters Scaled)
 OX0426
 OX0426                          SUPERSEDED SURVEY CONTROL
 OX0426
 OX0426  NGVD 29 (??/??/92) 1485.704  (m)         4874.35   (f) ADJ UNCH    1 2
 OX0426
 OX0426.Superseded values are not recommended for survey control.
 OX0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0426.See file dsdata.txt to determine how the superseded data were derived.
 OX0426
 OX0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP379554(NAD 83)
 OX0426_MARKER: DB = BENCH MARK DISK
 OX0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0426_STAMPING: H 228 1960
 OX0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0426+STABILITY: SURFACE MOTION
 OX0426
 OX0426  HISTORY     - Date     Condition        Report By
 OX0426  HISTORY     - 1960     MONUMENTED       CGS
 OX0426  HISTORY     - 1983     MARK NOT FOUND   NGS
 OX0426
 OX0426                          STATION DESCRIPTION
 OX0426
 OX0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0426'2.0 MI NE FROM REXBURG.
 OX0426'2.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0426'AT REXBURG, 88 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOLE 28,
 OX0426'46.6 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL, 34 FEET
 OX0426'WEST-NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 20 AND 191, 2 FEET
 OX0426'WEST-NORTHWEST OF A TELEPHONE POLE, 1.5 FEET WEST-NORTHWEST OF A
 OX0426'FENCE, 1.6 FEET EAST-SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET
 OX0426'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OX0426'0.3 FOOT ABOVE THE GROUND.
 OX0426
 OX0426                          STATION RECOVERY (1983)
 OX0426
 OX0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0419 ***********************************************************************
 PY0419  DESIGNATION -  H 229
 PY0419  PID         -  PY0419
 PY0419  STATE/COUNTY-  ID/FREMONT
 PY0419  USGS QUAD   -  HATCHERY BUTTE (1964)
 PY0419
 PY0419                         *CURRENT SURVEY CONTROL
 PY0419  ___________________________________________________________________
 PY0419* NAD 83(1986)-  44 15 03.     (N)    111 17 26.     (W)     SCALED    
 PY0419* NAVD 88     -      1845.516  (meters)    6054.83   (feet)  POSTED    
 PY0419  ___________________________________________________________________
 PY0419  GEOID HEIGHT-          -9.82  (meters)                     GEOID03
 PY0419  DYNAMIC HT  -        1844.480 (meters)    6051.43  (feet)  COMP
 PY0419  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 PY0419
 PY0419  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0419
 PY0419.The horizontal coordinates were scaled from a topographic map and have
 PY0419.an estimated accuracy of +/- 6 seconds.
 PY0419
 PY0419.The orthometric height was determined by differential leveling
 PY0419.and adjusted by the National Geodetic Survey in 1992..
 PY0419.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0419.rate of 1.1 thru 2.0 mm/km.
 PY0419
 PY0419.The geoid height was determined by GEOID03.
 PY0419
 PY0419.The dynamic height is computed by dividing the NAVD 88
 PY0419.geopotential number by the normal gravity value computed on the
 PY0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0419.degrees latitude (g = 980.6199 gals.).
 PY0419
 PY0419.The modeled gravity was interpolated from observed gravity values.
 PY0419
 PY0419;                    North         East    Units  Estimated Accuracy
 PY0419;SPC ID E     -   287,440.      269,970.      MT  (+/- 180 meters Scaled)
 PY0419
 PY0419                          SUPERSEDED SURVEY CONTROL
 PY0419
 PY0419  NGVD 29 (??/??/92) 1844.284  (m)         6050.79   (f) ADJ UNCH    1 2
 PY0419
 PY0419.Superseded values are not recommended for survey control.
 PY0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0419.See file dsdata.txt to determine how the superseded data were derived.
 PY0419
 PY0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP768997(NAD 83)
 PY0419_MARKER: DB = BENCH MARK DISK
 PY0419_SETTING: 66 = SET IN ROCK OUTCROP
 PY0419_SP_SET: ROCK OUTCROP
 PY0419_STAMPING: H 229 1960
 PY0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0419+STABILITY: POSITION/ELEVATION WELL
 PY0419
 PY0419  HISTORY     - Date     Condition        Report By
 PY0419  HISTORY     - 1960     MONUMENTED       CGS
 PY0419
 PY0419                          STATION DESCRIPTION
 PY0419
 PY0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0419'18.95 MI NE FROM ASHTON.
 PY0419'18.95 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 PY0419'STATION AT ASHTON, 72 FEET WEST-SOUTHWEST OF MILEPOLE 70, SET
 PY0419'VERTICALLY IN THE SOUTHWEST FACE OF A ROCK OUTCROP WHICH PROJECTS
 PY0419'ABOUT 6 FEET ABOVE THE GROUND, 10.0 FEET NORTHEAST OF THE NORTHEAST
 PY0419'RAIL, 0.6 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT HIGHER THAN THE
 PY0419'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0929 ***********************************************************************
 RZ0929  DESIGNATION -  H 23
 RZ0929  PID         -  RZ0929
 RZ0929  STATE/COUNTY-  ID/NEZ PERCE
 RZ0929  USGS QUAD   -  CLARKSTON (1971)
 RZ0929
 RZ0929                         *CURRENT SURVEY CONTROL
 RZ0929  ___________________________________________________________________
 RZ0929* NAD 83(1986)-  46 25 59.     (N)    117 00 34.     (W)     SCALED    
 RZ0929* NAVD 88     -       306.275  (meters)    1004.84   (feet)  ADJUSTED  
 RZ0929  ___________________________________________________________________
 RZ0929  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 RZ0929  DYNAMIC HT  -         306.269 (meters)    1004.82  (feet)  COMP
 RZ0929  MODELED GRAV-     980,588.1   (mgal)                       NAVD 88
 RZ0929
 RZ0929  VERT ORDER  -  FIRST     CLASS II
 RZ0929
 RZ0929.The horizontal coordinates were scaled from a topographic map and have
 RZ0929.an estimated accuracy of +/- 6 seconds.
 RZ0929
 RZ0929.The orthometric height was determined by differential leveling
 RZ0929.and adjusted by the National Geodetic Survey in June 1991..
 RZ0929
 RZ0929.The geoid height was determined by GEOID03.
 RZ0929
 RZ0929.The dynamic height is computed by dividing the NAVD 88
 RZ0929.geopotential number by the normal gravity value computed on the
 RZ0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0929.degrees latitude (g = 980.6199 gals.).
 RZ0929
 RZ0929.The modeled gravity was interpolated from observed gravity values.
 RZ0929
 RZ0929;                    North         East    Units  Estimated Accuracy
 RZ0929;SPC ID W     -   530,340.      703,210.      MT  (+/- 180 meters Scaled)
 RZ0929
 RZ0929                          SUPERSEDED SURVEY CONTROL
 RZ0929
 RZ0929  NGVD 29 (??/??/92)  305.278  (m)         1001.57   (f) ADJ UNCH    1 2
 RZ0929
 RZ0929.Superseded values are not recommended for survey control.
 RZ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0929.See file dsdata.txt to determine how the superseded data were derived.
 RZ0929
 RZ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM992421(NAD 83)
 RZ0929_MARKER: DB = BENCH MARK DISK
 RZ0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0929_STAMPING: H 23 1933
 RZ0929_MARK LOGO: CGS   
 RZ0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0929+STABILITY: SURFACE MOTION
 RZ0929
 RZ0929  HISTORY     - Date     Condition        Report By
 RZ0929  HISTORY     - 1933     MONUMENTED       CGS
 RZ0929  HISTORY     - 1946     GOOD             NGS
 RZ0929  HISTORY     - 1980     GOOD             NGS
 RZ0929
 RZ0929                          STATION DESCRIPTION
 RZ0929
 RZ0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0929'2.3 MI N FROM LEWISTON.
 RZ0929'2.3 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE AT
 RZ0929'LEWISTON, 237 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AT THE WEST
 RZ0929'END OF A ROW OF BLACK LOCUST TREES ON THE NORTH SIDE OF THE HIGHWAY,
 RZ0929'198 FEET NORTH OF A RIGHT-OF-WAY FENCE, 39 FEET NORTH OF THE CENTER
 RZ0929'LINE OF AN OLD ABANDONED ROAD, AND 3 FEET SOUTH OF A WITNESS POST. A
 RZ0929'BRONZE DISK, SET IN THE TOP OF A CONCRETE POST.
 RZ0929
 RZ0929                          STATION RECOVERY (1980)
 RZ0929
 RZ0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0929'BENCH MARK RECOVERED ON THIS DATE AS PREVIOUSLY DESCRIBED. NOTE-ADD
 RZ0929'2.1 KILOMETERS (1.3 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ0929'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0472 ***********************************************************************
 PZ0472  DESIGNATION -  H 23
 PZ0472  PID         -  PZ0472
 PZ0472  STATE/COUNTY-  ID/CUSTER
 PZ0472  USGS QUAD   -  DOUBLESPRING (1989)
 PZ0472
 PZ0472                         *CURRENT SURVEY CONTROL
 PZ0472  ___________________________________________________________________
 PZ0472* NAD 83(1986)-  44 19 10.     (N)    113 47 20.     (W)     SCALED    
 PZ0472* NAVD 88     -      2096.410  (meters)    6877.97   (feet)  ADJUSTED  
 PZ0472  ___________________________________________________________________
 PZ0472  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 PZ0472  DYNAMIC HT  -        2095.128 (meters)    6873.77  (feet)  COMP
 PZ0472  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 PZ0472
 PZ0472  VERT ORDER  -  FIRST     CLASS II
 PZ0472
 PZ0472.The horizontal coordinates were scaled from a topographic map and have
 PZ0472.an estimated accuracy of +/- 6 seconds.
 PZ0472
 PZ0472.The orthometric height was determined by differential leveling
 PZ0472.and adjusted by the National Geodetic Survey in June 1991..
 PZ0472
 PZ0472.The geoid height was determined by GEOID03.
 PZ0472
 PZ0472.The dynamic height is computed by dividing the NAVD 88
 PZ0472.geopotential number by the normal gravity value computed on the
 PZ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0472.degrees latitude (g = 980.6199 gals.).
 PZ0472
 PZ0472.The modeled gravity was interpolated from observed gravity values.
 PZ0472
 PZ0472;                    North         East    Units  Estimated Accuracy
 PZ0472;SPC ID C     -   294,710.      516,840.      MT  (+/- 180 meters Scaled)
 PZ0472
 PZ0472                          SUPERSEDED SURVEY CONTROL
 PZ0472
 PZ0472  NGVD 29 (??/??/92) 2095.055  (m)         6873.53   (f) ADJ UNCH    1 2
 PZ0472
 PZ0472.Superseded values are not recommended for survey control.
 PZ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0472.See file dsdata.txt to determine how the superseded data were derived.
 PZ0472
 PZ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ776111(NAD 83)
 PZ0472_MARKER: DD = SURVEY DISK
 PZ0472_SETTING: 80 = SET IN A BOULDER
 PZ0472_SP_SET: BOULDER
 PZ0472_STAMPING: H 23 6874 1932
 PZ0472_MARK LOGO: USGS  
 PZ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0472+STABILITY: SURFACE MOTION
 PZ0472
 PZ0472  HISTORY     - Date     Condition        Report By
 PZ0472  HISTORY     - 1932     MONUMENTED       USGS
 PZ0472  HISTORY     - 1948     GOOD             NGS
 PZ0472  HISTORY     - 1984     GOOD             NGS
 PZ0472  HISTORY     - 1985     GOOD             NGS
 PZ0472
 PZ0472                          STATION DESCRIPTION
 PZ0472
 PZ0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0472'14.5 MI S FROM PATTERSON.
 PZ0472'8.2 MILES SOUTH ALONG THE PATTERSON ROAD FROM THE POST OFFICE AT
 PZ0472'PATTERSON, THENCE 6.3 MILES SOUTH ALONG THE DOUBLE SPRINGS ROAD, ABOUT
 PZ0472'7.8 MILES NORTH OF DOUBLE SPRINGS SUMMIT, AT DOUBLE SPRINGS, ABOUT 0.2
 PZ0472'MILE EAST OF THE CENTER LINE OF DOUBLE SPRINGS ROAD, ABOUT 200 FEET
 PZ0472'SOUTHEAST OF THE EXTREME EAST EDGE OF THE SPRING, 135.0 FEET SOUTH OF
 PZ0472'THE CENTER LINE OF A TRACK ROAD LEADING NORTHEAST, SET IN THE TOP OF A
 PZ0472'PROMINENT BOULDER PROJECTING 3.5 FEET ABOVE THE GROUND.
 PZ0472
 PZ0472                          STATION RECOVERY (1984)
 PZ0472
 PZ0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0472'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  35.65 KM
 PZ0472'(22.2 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF MAIN
 PZ0472'STREET AT MACKAY, THENCE 24.7 KM (15.4 MI) NORTHEAST ALONG
 PZ0472'DOUBLESPRING ROAD, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG A TRACK
 PZ0472'ROAD, IN THE TOP CENTER OF A 5- BY 6-FOOT LIMESTONE BOULDER PROJECTING
 PZ0472'3 FEET ABOVE THE SURFACE OF THE GROUND, 1.6 KM (1.0 MI) SOUTHWEST OF
 PZ0472'THE Y JUNCTION OF A DIRT ROAD LEADING NORTH TO MAY, 44.3 METERS
 PZ0472'(145.5 FT) SOUTH OF THE CENTER OF THE ROAD AND 30.3 METERS (99.5 FT)
 PZ0472'NORTH OF THE NORTHWEST END OF A MASSIVE LIMESTONE OUTCROP.
 PZ0472'THE MARK IS 1.6 METERS  N FROM A WITNESS POST.
 PZ0472'THE MARK IS 0.6 M ABOVE THE ROAD.
 PZ0472
 PZ0472                          STATION RECOVERY (1985)
 PZ0472
 PZ0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0393 ***********************************************************************
 QZ0393  DESIGNATION -  H 23
 QZ0393  PID         -  QZ0393
 QZ0393  STATE/COUNTY-  ID/VALLEY
 QZ0393  USGS QUAD   -  PILOT PEAK (1969)
 QZ0393
 QZ0393                         *CURRENT SURVEY CONTROL
 QZ0393  ___________________________________________________________________
 QZ0393* NAD 83(1986)-  45 09 18.     (N)    115 35 04.     (W)     SCALED    
 QZ0393* NAVD 88     -       930.673  (meters)    3053.38   (feet)  ADJUSTED  
 QZ0393  ___________________________________________________________________
 QZ0393  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 QZ0393  DYNAMIC HT  -         930.299 (meters)    3052.16  (feet)  COMP
 QZ0393  MODELED GRAV-     980,186.5   (mgal)                       NAVD 88
 QZ0393
 QZ0393  VERT ORDER  -  SECOND    CLASS 0
 QZ0393
 QZ0393.The horizontal coordinates were scaled from a topographic map and have
 QZ0393.an estimated accuracy of +/- 6 seconds.
 QZ0393
 QZ0393.The orthometric height was determined by differential leveling
 QZ0393.and adjusted by the National Geodetic Survey in June 1991..
 QZ0393
 QZ0393.The geoid height was determined by GEOID03.
 QZ0393
 QZ0393.The dynamic height is computed by dividing the NAVD 88
 QZ0393.geopotential number by the normal gravity value computed on the
 QZ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0393.degrees latitude (g = 980.6199 gals.).
 QZ0393
 QZ0393.The modeled gravity was interpolated from observed gravity values.
 QZ0393
 QZ0393;                    North         East    Units  Estimated Accuracy
 QZ0393;SPC ID W     -   387,540.      813,020.      MT  (+/- 180 meters Scaled)
 QZ0393
 QZ0393                          SUPERSEDED SURVEY CONTROL
 QZ0393
 QZ0393  NGVD 29 (??/??/92)  929.518  (m)         3049.59   (f) ADJ UNCH    2 0
 QZ0393
 QZ0393.Superseded values are not recommended for survey control.
 QZ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0393.See file dsdata.txt to determine how the superseded data were derived.
 QZ0393
 QZ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL112011(NAD 83)
 QZ0393_MARKER: DD = SURVEY DISK
 QZ0393_SETTING: 80 = SET IN A BOULDER
 QZ0393_SP_SET: BOULDER
 QZ0393_STAMPING: H 23 1934
 QZ0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0393+STABILITY: SURFACE MOTION
 QZ0393
 QZ0393  HISTORY     - Date     Condition        Report By
 QZ0393  HISTORY     - 1934     MONUMENTED       USGS
 QZ0393  HISTORY     - 1948     GOOD             NGS
 QZ0393
 QZ0393                          STATION DESCRIPTION
 QZ0393
 QZ0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QZ0393'1.7 MI S FROM SOUTH FORK GUARD STATION.
 QZ0393'ABOUT 1.7 MILES SOUTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0393'STATION, NEAR THE RUINS OF THE POWER PLANT, 110.5 FEET WEST OF THE
 QZ0393'CENTER LINE OF THE ROAD, 36.0 FEET SOUTH OF THE SOUTHWEST CORNER OF
 QZ0393'THE TOOL SHED, SET IN THE TOP OF A LARGE PROMINENT BOULDER PROJECTING
 QZ0393'2.0 FEET ABOVE THE GROUND AND ABOUT 6 FEET BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0397 ***********************************************************************
 QA0397  DESIGNATION -  H 230
 QA0397  PID         -  QA0397
 QA0397  STATE/COUNTY-  ID/BOISE
 QA0397  USGS QUAD   -  SCOTT CREEK (1972)
 QA0397
 QA0397                         *CURRENT SURVEY CONTROL
 QA0397  ___________________________________________________________________
 QA0397* NAD 83(1986)-  44 10 40.     (N)    115 43 20.     (W)     SCALED    
 QA0397* NAVD 88     -      2270.485  (meters)    7449.08   (feet)  ADJUSTED  
 QA0397  ___________________________________________________________________
 QA0397  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 QA0397  DYNAMIC HT  -        2269.060 (meters)    7444.41  (feet)  COMP
 QA0397  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 QA0397
 QA0397  VERT ORDER  -  SECOND    CLASS 0
 QA0397
 QA0397.The horizontal coordinates were scaled from a topographic map and have
 QA0397.an estimated accuracy of +/- 6 seconds.
 QA0397
 QA0397.The orthometric height was determined by differential leveling
 QA0397.and adjusted by the National Geodetic Survey in June 1991..
 QA0397
 QA0397.The geoid height was determined by GEOID03.
 QA0397
 QA0397.The dynamic height is computed by dividing the NAVD 88
 QA0397.geopotential number by the normal gravity value computed on the
 QA0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0397.degrees latitude (g = 980.6199 gals.).
 QA0397
 QA0397.The modeled gravity was interpolated from observed gravity values.
 QA0397
 QA0397;                    North         East    Units  Estimated Accuracy
 QA0397;SPC ID W     -   278,940.      802,220.      MT  (+/- 180 meters Scaled)
 QA0397
 QA0397                          SUPERSEDED SURVEY CONTROL
 QA0397
 QA0397  NGVD 29 (??/??/92) 2269.147  (m)         7444.69   (f) ADJ UNCH    2 0
 QA0397
 QA0397.Superseded values are not recommended for survey control.
 QA0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0397.See file dsdata.txt to determine how the superseded data were derived.
 QA0397
 QA0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ021924(NAD 83)
 QA0397_MARKER: DB = BENCH MARK DISK
 QA0397_SETTING: 66 = SET IN ROCK OUTCROP
 QA0397_SP_SET: GRANITE OUTCROP
 QA0397_STAMPING: H 230 1960
 QA0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0397+STABILITY: POSITION/ELEVATION WELL
 QA0397
 QA0397  HISTORY     - Date     Condition        Report By
 QA0397  HISTORY     - 1960     MONUMENTED       CGS
 QA0397
 QA0397                          STATION DESCRIPTION
 QA0397
 QA0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0397'15.3 MI S FROM DEADWOOD DAM.
 QA0397'15.3 MILES SOUTH ALONG DEADWOOD ROAD FROM THE WEST END OF DEADWOOD
 QA0397'DAM, AT THE NORTHEAST END OF A SHARP CURVE, ON THE SOUTHEAST SLOPE OF
 QA0397'A RIDGE, IN TOP OF A 7-BY 8-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT
 QA0397'2 FEET ABOVE THE GROUND, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 QA0397'ROAD, 10.8 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 9 FEET HIGHER
 QA0397'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0865 ***********************************************************************
 QA0865  DESIGNATION -  H 230 RESET
 QA0865  PID         -  QA0865
 QA0865  STATE/COUNTY-  ID/VALLEY
 QA0865  USGS QUAD   -  SCOTT CREEK (1972)
 QA0865
 QA0865                         *CURRENT SURVEY CONTROL
 QA0865  ___________________________________________________________________
 QA0865* NAD 83(1986)-  44 10 40.     (N)    115 43 20.     (W)     SCALED    
 QA0865* NAVD 88     -      2273.19   (meters)    7458.0    (feet)  RESET     
 QA0865  ___________________________________________________________________
 QA0865  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 QA0865
 QA0865  VERT ORDER  -  THIRD
 QA0865
 QA0865.The horizontal coordinates were scaled from a topographic map and have
 QA0865.an estimated accuracy of +/- 6 seconds.
 QA0865
 QA0865.The orthometric height was computed from unverified reset data.
 QA0865.No vertical observational check was made to the station.
 QA0865
 QA0865.The geoid height was determined by GEOID03.
 QA0865
 QA0865;                    North         East    Units  Estimated Accuracy
 QA0865;SPC ID W     -   278,940.      802,220.      MT  (+/- 180 meters Scaled)
 QA0865
 QA0865                          SUPERSEDED SURVEY CONTROL
 QA0865
 QA0865  NGVD 29 (03/27/06) 2271.86   (m)         7453.6    (f) RESET       3  
 QA0865
 QA0865.Superseded values are not recommended for survey control.
 QA0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0865.See file dsdata.txt to determine how the superseded data were derived.
 QA0865
 QA0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ021924(NAD 83)
 QA0865_MARKER: DB = BENCH MARK DISK
 QA0865_SETTING: 66 = SET IN ROCK OUTCROP
 QA0865_SP_SET: ROCK OUTCROP
 QA0865_STAMPING: H 230 RESET 1984
 QA0865_MARK LOGO: NGS   
 QA0865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0865+STABILITY: POSITION/ELEVATION WELL
 QA0865
 QA0865  HISTORY     - Date     Condition        Report By
 QA0865  HISTORY     - 1984     MONUMENTED       NGS
 QA0865
 QA0865                          STATION DESCRIPTION
 QA0865
 QA0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QA0865'24.6 KM (15.30 MI) SOUTH FROM DEADWOOD DAM.
 QA0865'FROM THE WEST END OF DEADWOOD DAM, GO SOUTH ON DEADWOOD DAM ROAD FOR
 QA0865'15.3 MILES TO THE MARK ON THE RIGHT, IN A ROCK OUTCROP THAT IS 1
 QA0865'METER SQUARE AND PROJECTS 0.3 METER, 14 METERS WEST OF THE OLD MARK,
 QA0865'18 METERS WEST OF THE CENTERLINE OF THE NEW PROPOSED ROAD AND 1.3
 QA0865'METERS EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0332 ***********************************************************************
 QA0332  DESIGNATION -  H 231
 QA0332  PID         -  QA0332
 QA0332  STATE/COUNTY-  ID/BOISE
 QA0332  USGS QUAD   -  JACKSON PEAK (1972)
 QA0332
 QA0332                         *CURRENT SURVEY CONTROL
 QA0332  ___________________________________________________________________
 QA0332* NAD 83(1986)-  44 07 00.     (N)    115 25 11.     (W)     SCALED    
 QA0332* NAVD 88     -      1318.381  (meters)    4325.39   (feet)  ADJUSTED  
 QA0332  ___________________________________________________________________
 QA0332  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 QA0332  DYNAMIC HT  -        1317.677 (meters)    4323.08  (feet)  COMP
 QA0332  MODELED GRAV-     980,040.2   (mgal)                       NAVD 88
 QA0332
 QA0332  VERT ORDER  -  SECOND    CLASS 0
 QA0332
 QA0332.The horizontal coordinates were scaled from a topographic map and have
 QA0332.an estimated accuracy of +/- 6 seconds.
 QA0332
 QA0332.The orthometric height was determined by differential leveling
 QA0332.and adjusted by the National Geodetic Survey in June 1991..
 QA0332
 QA0332.The geoid height was determined by GEOID03.
 QA0332
 QA0332.The dynamic height is computed by dividing the NAVD 88
 QA0332.geopotential number by the normal gravity value computed on the
 QA0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0332.degrees latitude (g = 980.6199 gals.).
 QA0332
 QA0332.The modeled gravity was interpolated from observed gravity values.
 QA0332
 QA0332;                    North         East    Units  Estimated Accuracy
 QA0332;SPC ID W     -   272,210.      826,440.      MT  (+/- 180 meters Scaled)
 QA0332
 QA0332                          SUPERSEDED SURVEY CONTROL
 QA0332
 QA0332  NGVD 29 (??/??/92) 1317.158  (m)         4321.38   (f) ADJ UNCH    2 0
 QA0332
 QA0332.Superseded values are not recommended for survey control.
 QA0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0332.See file dsdata.txt to determine how the superseded data were derived.
 QA0332
 QA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ264860(NAD 83)
 QA0332_MARKER: DB = BENCH MARK DISK
 QA0332_SETTING: 80 = SET IN A BOULDER
 QA0332_SP_SET: BOULDER
 QA0332_STAMPING: H 231 1960
 QA0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0332+STABILITY: SURFACE MOTION
 QA0332
 QA0332  HISTORY     - Date     Condition        Report By
 QA0332  HISTORY     - 1960     MONUMENTED       CGS
 QA0332  HISTORY     - 1972     MARK NOT FOUND   USGS
 QA0332
 QA0332                          STATION DESCRIPTION
 QA0332
 QA0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0332'5.45 MI SW FROM WARM SPRINGS GUARD STATION.
 QA0332'5.45 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE WARM SPRINGS
 QA0332'GUARD STATION, 0.3 MILE SOUTHWEST OF THE ENTRANCE TO EIGHT MILE
 QA0332'CAMPGROUND, ON THE SOUTH BANK OF A FORMER ALIGNMENT OF THE HIGHWAY, IN
 QA0332'TOP OF A 3-BY 4-FOOT GRANITE BOULDER, 116 FEET SOUTH-SOUTHEAST OF THE
 QA0332'CENTER LINE OF THE HIGHWAY, 109 FEET SOUTH OF A TELEPHONE POLE, 50
 QA0332'FEET SOUTHEAST OF A PINE TREE BEARING A TRIANGULAR BLAZE, 18 FEET
 QA0332'SOUTH OF THE CENTER LINE OF THE FORMER HIGHWAY, AND ABOUT LEVEL WITH
 QA0332'THE HIGHWAY.
 QA0332
 QA0332                          STATION RECOVERY (1972)
 QA0332
 QA0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0542 ***********************************************************************
 OX0542  DESIGNATION -  H 231 A
 OX0542  PID         -  OX0542
 OX0542  STATE/COUNTY-  ID/JEFFERSON
 OX0542  USGS QUAD   -  HEISE (1979)
 OX0542
 OX0542                         *CURRENT SURVEY CONTROL
 OX0542  ___________________________________________________________________
 OX0542* NAD 83(1986)-  43 39 35.     (N)    111 44 28.     (W)     SCALED    
 OX0542* NAVD 88     -      1515.683  (meters)    4972.70   (feet)  POSTED    
 OX0542  ___________________________________________________________________
 OX0542  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 OX0542  DYNAMIC HT  -        1514.880 (meters)    4970.07  (feet)  COMP
 OX0542  MODELED GRAV-     980,036.5   (mgal)                       NAVD 88
 OX0542
 OX0542  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0542
 OX0542.The horizontal coordinates were scaled from a topographic map and have
 OX0542.an estimated accuracy of +/- 6 seconds.
 OX0542
 OX0542.The orthometric height was determined by differential leveling
 OX0542.and adjusted by the National Geodetic Survey in 1992..
 OX0542.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0542.rate of 2.1 thru 3.0 mm/km.
 OX0542
 OX0542.The geoid height was determined by GEOID03.
 OX0542
 OX0542.The dynamic height is computed by dividing the NAVD 88
 OX0542.geopotential number by the normal gravity value computed on the
 OX0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0542.degrees latitude (g = 980.6199 gals.).
 OX0542
 OX0542.The modeled gravity was interpolated from observed gravity values.
 OX0542
 OX0542;                    North         East    Units  Estimated Accuracy
 OX0542;SPC ID E     -   221,480.      234,330.      MT  (+/- 180 meters Scaled)
 OX0542
 OX0542                          SUPERSEDED SURVEY CONTROL
 OX0542
 OX0542  NGVD 29 (??/??/92) 1514.581  (m)         4969.09   (f) ADJ UNCH    2 0
 OX0542
 OX0542.Superseded values are not recommended for survey control.
 OX0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0542.See file dsdata.txt to determine how the superseded data were derived.
 OX0542
 OX0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP402343(NAD 83)
 OX0542_MARKER: S = SPIKE
 OX0542_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0542_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0542
 OX0542  HISTORY     - Date     Condition        Report By
 OX0542  HISTORY     - UNK      MONUMENTED       DOD
 OX0542  HISTORY     - 1951     GOOD             NGS
 OX0542
 OX0542                          STATION DESCRIPTION
 OX0542
 OX0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0542'5.3 MI NW FROM POPLAR.
 OX0542'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR,
 OX0542'THENCE, 1.0 MILE WEST, 0.2 MILE NORTH, 0.2 MILE WEST, 0.2 MILE NORTH,
 OX0542'0.8 MILE WEST, 0.2 MILE NORTHWEST, 0.4 MILE NORTH AND 0.4 MILE
 OX0542'NORTHEAST ALONG U.P. SNAKE RIVER BELT RAILROAD, ABOUT 0.45 MILE SOUTH
 OX0542'OF STEEL BRIDGE OVER SNAKE RIVER, 105 FEET SOUTH OF MILEPOST NO. 19, 8
 OX0542'FEET EAST OF EAST RAIL OF TRACK, AT NORTH END OF BOULDER RIP-RAP,
 OX0542'ABOUT LEVEL WITH THE GROUND, ABOUT 1 FOOT BELOW TRACK LEVEL.  SPIKE
 OX0542'CEMENTED IN 2-INCH IRON PIPE.  NOTE-- MARK MAY ALSO BE REACHED BY
 OX0542'FOLLOWING THE UNION PACIFIC RAILROAD FROM THE STATION AT RIRIE FOR 2.8
 OX0542'MILES NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0540 ***********************************************************************
 OX0540  DESIGNATION -  H 231 B
 OX0540  PID         -  OX0540
 OX0540  STATE/COUNTY-  ID/MADISON
 OX0540  USGS QUAD   -  HEISE (1979)
 OX0540
 OX0540                         *CURRENT SURVEY CONTROL
 OX0540  ___________________________________________________________________
 OX0540* NAD 83(1986)-  43 40 03.     (N)    111 44 18.     (W)     SCALED    
 OX0540* NAVD 88     -      1520.210  (meters)    4987.56   (feet)  ADJUSTED  
 OX0540  ___________________________________________________________________
 OX0540  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 OX0540  DYNAMIC HT  -        1519.402 (meters)    4984.90  (feet)  COMP
 OX0540  MODELED GRAV-     980,034.1   (mgal)                       NAVD 88
 OX0540
 OX0540  VERT ORDER  -  SECOND    CLASS 0
 OX0540
 OX0540.The horizontal coordinates were scaled from a topographic map and have
 OX0540.an estimated accuracy of +/- 6 seconds.
 OX0540
 OX0540.The orthometric height was determined by differential leveling
 OX0540.and adjusted by the National Geodetic Survey in June 1991..
 OX0540
 OX0540.The geoid height was determined by GEOID03.
 OX0540
 OX0540.The dynamic height is computed by dividing the NAVD 88
 OX0540.geopotential number by the normal gravity value computed on the
 OX0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0540.degrees latitude (g = 980.6199 gals.).
 OX0540
 OX0540.The modeled gravity was interpolated from observed gravity values.
 OX0540
 OX0540;                    North         East    Units  Estimated Accuracy
 OX0540;SPC ID E     -   222,340.      234,540.      MT  (+/- 180 meters Scaled)
 OX0540
 OX0540                          SUPERSEDED SURVEY CONTROL
 OX0540
 OX0540  NGVD 29 (??/??/92) 1519.104  (m)         4983.93   (f) ADJ UNCH    2 0
 OX0540
 OX0540.Superseded values are not recommended for survey control.
 OX0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0540.See file dsdata.txt to determine how the superseded data were derived.
 OX0540
 OX0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP404352(NAD 83)
 OX0540_MARKER: DD = SURVEY DISK
 OX0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0540_STAMPING: 231 H B 1944
 OX0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0540+STABILITY: SURFACE MOTION
 OX0540
 OX0540  HISTORY     - Date     Condition        Report By
 OX0540  HISTORY     - 1944     MONUMENTED       DOD
 OX0540  HISTORY     - 1951     GOOD             NGS
 OX0540
 OX0540                          STATION DESCRIPTION
 OX0540
 OX0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0540'5.8 MI NW FROM POPLAR.
 OX0540'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR,
 OX0540'THENCE 1.0 MILE WEST, 0.2 MILE NORTH, 0.2 MILE WEST, 0.2 MILE NORTH,
 OX0540'0.8 MILE WEST, 0.2 MILE NORTHWEST, 0.4 MILE NORTH AND 0.9 MILE
 OX0540'NORTHEAST ALONG U.P. SNAKE RIVER BELT RAILROAD, ABOUT 175 FEET NORTH
 OX0540'OF THE NORTH END OF BRIDGE NO. 19.45 IN THE NORTHEAST QUARTER OF ROAD
 OX0540'CROSSING, 20 FEET NORTH OF CENTER-LINE OF THE ROAD, 22.5 FEET EAST OF
 OX0540'EAST RAIL OF TRACK, ABOUT 4 FEET ABOVE TRACK LEVEL.  A USE BRONZE
 OX0540'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 OX0540'ABOVE THE GROUND.  NOTE-- MARK MAY ALSO BE REACHED BY FOLLOWING THE
 OX0540'UNION PACIFIC RAILROAD FOR 3.4 MILES NORTHEAST FROM THE STATION AT
 OX0540'RIRIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0363 ***********************************************************************
 PY0363  DESIGNATION -  H 232
 PY0363  PID         -  PY0363
 PY0363  STATE/COUNTY-  ID/FREMONT
 PY0363  USGS QUAD   -  REAS PASS (1986)
 PY0363
 PY0363                         *CURRENT SURVEY CONTROL
 PY0363  ___________________________________________________________________
 PY0363* NAD 83(1986)-  44 33 09.     (N)    111 12 25.     (W)     SCALED    
 PY0363* NAVD 88     -      2089.106  (meters)    6854.01   (feet)  POSTED    
 PY0363  ___________________________________________________________________
 PY0363  GEOID HEIGHT-          -8.99  (meters)                     GEOID03
 PY0363  DYNAMIC HT  -        2087.850 (meters)    6849.89  (feet)  COMP
 PY0363  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 PY0363
 PY0363  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0363
 PY0363.The horizontal coordinates were scaled from a topographic map and have
 PY0363.an estimated accuracy of +/- 6 seconds.
 PY0363
 PY0363.The orthometric height was determined by differential leveling
 PY0363.and adjusted by the National Geodetic Survey in 1992..
 PY0363.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0363.rate of 4.1 thru 8.0 mm/km.
 PY0363
 PY0363.The geoid height was determined by GEOID03.
 PY0363
 PY0363.The dynamic height is computed by dividing the NAVD 88
 PY0363.geopotential number by the normal gravity value computed on the
 PY0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0363.degrees latitude (g = 980.6199 gals.).
 PY0363
 PY0363.The modeled gravity was interpolated from observed gravity values.
 PY0363
 PY0363;                    North         East    Units  Estimated Accuracy
 PY0363;SPC ID E     -   321,030.      276,250.      MT  (+/- 180 meters Scaled)
 PY0363
 PY0363                          SUPERSEDED SURVEY CONTROL
 PY0363
 PY0363  NGVD 29 (??/??/92) 2087.636  (m)         6849.19   (f) ADJ UNCH    1 2
 PY0363
 PY0363.Superseded values are not recommended for survey control.
 PY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0363.See file dsdata.txt to determine how the superseded data were derived.
 PY0363
 PY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ835332(NAD 83)
 PY0363_MARKER: DB = BENCH MARK DISK
 PY0363_SETTING: 80 = SET IN A BOULDER
 PY0363_STAMPING: H 232 1960
 PY0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0363+STABILITY: SURFACE MOTION
 PY0363
 PY0363  HISTORY     - Date     Condition        Report By
 PY0363  HISTORY     - 1960     MONUMENTED       CGS
 PY0363
 PY0363                          STATION DESCRIPTION
 PY0363
 PY0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0363'5.25 MI NE FROM BIG SPRINGS.
 PY0363'5.25 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0363'AT BIG SPRINGS, 74 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOLE
 PY0363'96, IN TOP OF A 2-BY 3-FOOT EMBEDDED BOULDER WHICH PROJECTS ABOUT 1
 PY0363'FOOT ABOVE THE GROUND, 29.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 PY0363'ABOUT 4 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0146 ***********************************************************************
 OY0146  DESIGNATION -  H 232 1
 OY0146  PID         -  OY0146
 OY0146  STATE/COUNTY-  ID/JEFFERSON
 OY0146  USGS QUAD   -  LEWISVILLE (1979)
 OY0146
 OY0146                         *CURRENT SURVEY CONTROL
 OY0146  ___________________________________________________________________
 OY0146* NAD 83(1986)-  43 44 33.     (N)    112 00 48.     (W)     SCALED    
 OY0146* NAVD 88     -      1461.698  (meters)    4795.59   (feet)  ADJUSTED  
 OY0146  ___________________________________________________________________
 OY0146  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 OY0146  DYNAMIC HT  -        1460.951 (meters)    4793.14  (feet)  COMP
 OY0146  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 OY0146
 OY0146  VERT ORDER  -  SECOND    CLASS 0
 OY0146
 OY0146.The horizontal coordinates were scaled from a topographic map and have
 OY0146.an estimated accuracy of +/- 6 seconds.
 OY0146
 OY0146.The orthometric height was determined by differential leveling
 OY0146.and adjusted by the National Geodetic Survey in June 1991..
 OY0146
 OY0146.The geoid height was determined by GEOID03.
 OY0146
 OY0146.The dynamic height is computed by dividing the NAVD 88
 OY0146.geopotential number by the normal gravity value computed on the
 OY0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0146.degrees latitude (g = 980.6199 gals.).
 OY0146
 OY0146.The modeled gravity was interpolated from observed gravity values.
 OY0146
 OY0146;                    North         East    Units  Estimated Accuracy
 OY0146;SPC ID E     -   230,600.      212,350.      MT  (+/- 180 meters Scaled)
 OY0146
 OY0146                          SUPERSEDED SURVEY CONTROL
 OY0146
 OY0146  NGVD 29 (??/??/92) 1460.612  (m)         4792.02   (f) ADJ UNCH    2 0
 OY0146
 OY0146.Superseded values are not recommended for survey control.
 OY0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0146.See file dsdata.txt to determine how the superseded data were derived.
 OY0146
 OY0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP184437(NAD 83)
 OY0146_MARKER: S = SPIKE
 OY0146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0146_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0146
 OY0146  HISTORY     - Date     Condition        Report By
 OY0146  HISTORY     - UNK      MONUMENTED       USE
 OY0146  HISTORY     - 1945     GOOD             NGS
 OY0146
 OY0146                          STATION DESCRIPTION
 OY0146
 OY0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0146'9.3 MI NW FROM LORENZO.
 OY0146'1.8 MILES WEST ALONG COUNTY ROAD FROM POST OFFICE AT LORENZO, THENCE
 OY0146'1.0 MILE NORTH, 1.0 MILE WEST, 0.2 MILE NORTH, 0.6 MILE WEST, 0.2 MILE
 OY0146'NORTH, 0.5 MILE WEST, 0.5 MILE SOUTH AND 3.5 MILES WEST, ABOUT 0.1
 OY0146'MILE SOUTHEAST OF A 1-STORY FRAME FARM HOUSE, 28 FEET SOUTH OF
 OY0146'CENTER-LINE OF ROAD, 13.5 FEET NORTH OF NORTH BANK OF MAIN CANAL, 6.5
 OY0146'FEET EAST OF EAST BANK OF SMALL IRRIGATION DITCH, 2.4 FEET NORTH OF
 OY0146'FENCE.  A USE SPIKE CEMENTED IN A 2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0086 ***********************************************************************
 QA0086  DESIGNATION -  H 233
 QA0086  PID         -  QA0086
 QA0086  STATE/COUNTY-  ID/CUSTER
 QA0086  USGS QUAD   -  TWIN PEAKS (1989)
 QA0086
 QA0086                         *CURRENT SURVEY CONTROL
 QA0086  ___________________________________________________________________
 QA0086* NAD 83(1986)-  44 30 28.     (N)    114 23 02.     (W)     SCALED    
 QA0086* NAVD 88     -      2077.000  (meters)    6814.29   (feet)  ADJUSTED  
 QA0086  ___________________________________________________________________
 QA0086  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 QA0086  DYNAMIC HT  -        2075.776 (meters)    6810.28  (feet)  COMP
 QA0086  MODELED GRAV-     979,954.0   (mgal)                       NAVD 88
 QA0086
 QA0086  VERT ORDER  -  SECOND    CLASS 0
 QA0086
 QA0086.The horizontal coordinates were scaled from a topographic map and have
 QA0086.an estimated accuracy of +/- 6 seconds.
 QA0086
 QA0086.The orthometric height was determined by differential leveling
 QA0086.and adjusted by the National Geodetic Survey in June 1991..
 QA0086
 QA0086.The geoid height was determined by GEOID03.
 QA0086
 QA0086.The dynamic height is computed by dividing the NAVD 88
 QA0086.geopotential number by the normal gravity value computed on the
 QA0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0086.degrees latitude (g = 980.6199 gals.).
 QA0086
 QA0086.The modeled gravity was interpolated from observed gravity values.
 QA0086
 QA0086;                    North         East    Units  Estimated Accuracy
 QA0086;SPC ID C     -   315,690.      469,480.      MT  (+/- 180 meters Scaled)
 QA0086
 QA0086                          SUPERSEDED SURVEY CONTROL
 QA0086
 QA0086  NGVD 29 (??/??/92) 2075.683  (m)         6809.97   (f) ADJ UNCH    2 0
 QA0086
 QA0086.Superseded values are not recommended for survey control.
 QA0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0086.See file dsdata.txt to determine how the superseded data were derived.
 QA0086
 QA0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK079316(NAD 83)
 QA0086_MARKER: DB = BENCH MARK DISK
 QA0086_SETTING: 66 = SET IN ROCK OUTCROP
 QA0086_SP_SET: ROCK OUTCROP
 QA0086_STAMPING: H 233 1960
 QA0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0086+STABILITY: POSITION/ELEVATION WELL
 QA0086
 QA0086  HISTORY     - Date     Condition        Report By
 QA0086  HISTORY     - 1960     MONUMENTED       CGS
 QA0086
 QA0086                          STATION DESCRIPTION
 QA0086
 QA0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0086'10.1 MI W FROM CHALLIS.
 QA0086'10.1 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0086'AT CHALLIS, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK OUTCROP
 QA0086'WHICH EXTENDS UP TO THE TOP OF A RIDGE, 13 1/2 FEET WEST OF THE CENTER
 QA0086'LINE OF THE ROAD, 100 FEET SOUTH OF THE CENTER OF A SHARP CURVE, AND
 QA0086'ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0154 ***********************************************************************
 QA0154  DESIGNATION -  H 234
 QA0154  PID         -  QA0154
 QA0154  STATE/COUNTY-  ID/CUSTER
 QA0154  USGS QUAD   -  CUSTER (1963)
 QA0154
 QA0154                         *CURRENT SURVEY CONTROL
 QA0154  ___________________________________________________________________
 QA0154* NAD 83(1986)-  44 23 12.     (N)    114 41 52.     (W)     SCALED    
 QA0154* NAVD 88     -      1969.018  (meters)    6460.02   (feet)  ADJUSTED  
 QA0154  ___________________________________________________________________
 QA0154  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 QA0154  DYNAMIC HT  -        1967.830 (meters)    6456.12  (feet)  COMP
 QA0154  MODELED GRAV-     979,944.9   (mgal)                       NAVD 88
 QA0154
 QA0154  VERT ORDER  -  SECOND    CLASS 0
 QA0154
 QA0154.The horizontal coordinates were scaled from a topographic map and have
 QA0154.an estimated accuracy of +/- 6 seconds.
 QA0154
 QA0154.The orthometric height was determined by differential leveling
 QA0154.and adjusted by the National Geodetic Survey in June 1991..
 QA0154
 QA0154.The geoid height was determined by GEOID03.
 QA0154
 QA0154.The dynamic height is computed by dividing the NAVD 88
 QA0154.geopotential number by the normal gravity value computed on the
 QA0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0154.degrees latitude (g = 980.6199 gals.).
 QA0154
 QA0154.The modeled gravity was interpolated from observed gravity values.
 QA0154
 QA0154;                    North         East    Units  Estimated Accuracy
 QA0154;SPC ID C     -   302,400.      444,400.      MT  (+/- 180 meters Scaled)
 QA0154
 QA0154                          SUPERSEDED SURVEY CONTROL
 QA0154
 QA0154  NGVD 29 (??/??/92) 1967.688  (m)         6455.66   (f) ADJ UNCH    2 0
 QA0154
 QA0154.Superseded values are not recommended for survey control.
 QA0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0154.See file dsdata.txt to determine how the superseded data were derived.
 QA0154
 QA0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK833173(NAD 83)
 QA0154_MARKER: DB = BENCH MARK DISK
 QA0154_SETTING: 66 = SET IN ROCK OUTCROP
 QA0154_SP_SET: ROCK OUTCROP
 QA0154_STAMPING: H 234 1960
 QA0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0154+STABILITY: POSITION/ELEVATION WELL
 QA0154
 QA0154  HISTORY     - Date     Condition        Report By
 QA0154  HISTORY     - 1960     MONUMENTED       CGS
 QA0154
 QA0154                          STATION DESCRIPTION
 QA0154
 QA0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0154'10.25 MI N FROM SUNBEAM.
 QA0154'10.25 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AND STORE AT
 QA0154'SUNBEAM, 0.1 MILE SOUTHWEST OF THE SOUTHWEST ONE OF A GROUP OF
 QA0154'BUILDINGS ON THE SOUTHEAST SIDE OF THE ROAD AT CUSTER, 0.05 MILE
 QA0154'NORTHEAST OF A POST SUPPORTING A ADAIR CREEK SIGN, IN TOP OF A 3-BY
 QA0154'3-FOOT OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 69 FEET
 QA0154'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.9 FEET EAST OF A
 QA0154'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0500 ***********************************************************************
 PY0500  DESIGNATION -  H 235
 PY0500  PID         -  PY0500
 PY0500  STATE/COUNTY-  ID/FREMONT
 PY0500  USGS QUAD   -  ISLAND PARK (1964)
 PY0500
 PY0500                         *CURRENT SURVEY CONTROL
 PY0500  ___________________________________________________________________
 PY0500* NAD 83(1986)-  44 25 34.     (N)    111 22 13.     (W)     SCALED    
 PY0500* NAVD 88     -      1920.958  (meters)    6302.34   (feet)  POSTED    
 PY0500  ___________________________________________________________________
 PY0500  GEOID HEIGHT-          -9.47  (meters)                     GEOID03
 PY0500  DYNAMIC HT  -        1919.880 (meters)    6298.81  (feet)  COMP
 PY0500  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 PY0500
 PY0500  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0500
 PY0500.The horizontal coordinates were scaled from a topographic map and have
 PY0500.an estimated accuracy of +/- 6 seconds.
 PY0500
 PY0500.The orthometric height was determined by differential leveling
 PY0500.and adjusted by the National Geodetic Survey in 1992..
 PY0500.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0500.rate of 3.1 thru 4.0 mm/km.
 PY0500
 PY0500.The geoid height was determined by GEOID03.
 PY0500
 PY0500.The dynamic height is computed by dividing the NAVD 88
 PY0500.geopotential number by the normal gravity value computed on the
 PY0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0500.degrees latitude (g = 980.6199 gals.).
 PY0500
 PY0500.The modeled gravity was interpolated from observed gravity values.
 PY0500
 PY0500;                    North         East    Units  Estimated Accuracy
 PY0500;SPC ID E     -   306,850.      263,410.      MT  (+/- 180 meters Scaled)
 PY0500
 PY0500                          SUPERSEDED SURVEY CONTROL
 PY0500
 PY0500  NGVD 29 (??/??/92) 1919.721  (m)         6298.28   (f) ADJ UNCH    2 0
 PY0500
 PY0500.Superseded values are not recommended for survey control.
 PY0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0500.See file dsdata.txt to determine how the superseded data were derived.
 PY0500
 PY0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ705192(NAD 83)
 PY0500_MARKER: DD = SURVEY DISK
 PY0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0500_STAMPING: H 235 1946
 PY0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0500+STABILITY: SURFACE MOTION
 PY0500
 PY0500  HISTORY     - Date     Condition        Report By
 PY0500  HISTORY     - 1946     MONUMENTED       DOD
 PY0500  HISTORY     - 1963     MARK NOT FOUND   USGS
 PY0500
 PY0500                          STATION DESCRIPTION
 PY0500
 PY0500'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0500'36.4 MI N FROM ASHTON.
 PY0500'36.4 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0500'0.2 MILE NORTH OF PONDS LODGE, 18 FEET WEST OF THE HIGHWAY, 2.5 FEET
 PY0500'SOUTHWEST OF PONDS LODGE SPEED LIMIT 20 MILES SIGN, AND 2 FEET EAST OF
 PY0500'A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY,
 PY0500'STANDARD DISK, STAMPED H 235 1946 AND SET IN THE TOP OF A CONCRETE
 PY0500'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 PY0500
 PY0500                          STATION RECOVERY (1963)
 PY0500
 PY0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PY0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0251 ***********************************************************************
 RZ0251  DESIGNATION -  H 24
 RZ0251  PID         -  RZ0251
 RZ0251  STATE/COUNTY-  ID/NEZ PERCE
 RZ0251  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ0251
 RZ0251                         *CURRENT SURVEY CONTROL
 RZ0251  ___________________________________________________________________
 RZ0251* NAD 83(1986)-  46 16 53.     (N)    116 37 47.     (W)     SCALED    
 RZ0251* NAVD 88     -      1174.533  (meters)    3853.45   (feet)  ADJUSTED  
 RZ0251  ___________________________________________________________________
 RZ0251  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 RZ0251  DYNAMIC HT  -        1174.337 (meters)    3852.80  (feet)  COMP
 RZ0251  MODELED GRAV-     980,406.2   (mgal)                       NAVD 88
 RZ0251
 RZ0251  VERT ORDER  -  FIRST     CLASS II
 RZ0251
 RZ0251.The horizontal coordinates were scaled from a topographic map and have
 RZ0251.an estimated accuracy of +/- 6 seconds.
 RZ0251
 RZ0251.The orthometric height was determined by differential leveling
 RZ0251.and adjusted by the National Geodetic Survey in June 1991..
 RZ0251
 RZ0251.The geoid height was determined by GEOID03.
 RZ0251
 RZ0251.The dynamic height is computed by dividing the NAVD 88
 RZ0251.geopotential number by the normal gravity value computed on the
 RZ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0251.degrees latitude (g = 980.6199 gals.).
 RZ0251
 RZ0251.The modeled gravity was interpolated from observed gravity values.
 RZ0251
 RZ0251;                    North         East    Units  Estimated Accuracy
 RZ0251;SPC ID W     -   513,090.      732,210.      MT  (+/- 180 meters Scaled)
 RZ0251
 RZ0251                          SUPERSEDED SURVEY CONTROL
 RZ0251
 RZ0251  NGVD 29 (??/??/92) 1173.456  (m)         3849.91   (f) ADJ UNCH    1 2
 RZ0251
 RZ0251.Superseded values are not recommended for survey control.
 RZ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0251.See file dsdata.txt to determine how the superseded data were derived.
 RZ0251
 RZ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM285253(NAD 83)
 RZ0251_MARKER: DB = BENCH MARK DISK
 RZ0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0251_SP_SET: MONUMENT
 RZ0251_STAMPING: H 24 1933
 RZ0251_MARK LOGO: CGS   
 RZ0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0251
 RZ0251  HISTORY     - Date     Condition        Report By
 RZ0251  HISTORY     - 1933     MONUMENTED       CGS
 RZ0251  HISTORY     - 1965     GOOD             NGS
 RZ0251  HISTORY     - 1982     GOOD             NGS
 RZ0251
 RZ0251                          STATION DESCRIPTION
 RZ0251
 RZ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RZ0251'3.0 MI N FROM WINCHESTER.
 RZ0251'3.0 MILES NORTH ALONG A MACADAM ROAD, FORMERLY U.S. HIGHWAY 95, FROM
 RZ0251'THE WINCHESTER POST OFFICE, JUST SOUTH OF A CROSSROAD, 90 FEET
 RZ0251'SOUTHEAST AND ACROSS THE MACADAM FROM THE SOUTH END OF A METAL
 RZ0251'CULVERT, 80 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE CROSSROAD
 RZ0251'INTERSECTION, 69 FEET SOUTH OF THE CENTER OF A DIRT ROAD EAST, 56 FEET
 RZ0251'SOUTH OF A FENCE CORNER, 47 FEET NORTH OF THE CENTER OF A FIELD
 RZ0251'DRIVEWAY, 35 FEET EAST OF THE CENTER OF THE MACADAM, 1 FOOT EAST OF A
 RZ0251'METAL WITNESS POST, 0.5 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND 5
 RZ0251'FEET ABOVE THE LEVEL OF THE MACADAM SET IN THE TOP OF A SQUARE
 RZ0251'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 RZ0251
 RZ0251                          STATION RECOVERY (1982)
 RZ0251
 RZ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0251'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0010 ***********************************************************************
 RA0010  DESIGNATION -  H 25
 RA0010  PID         -  RA0010
 RA0010  STATE/COUNTY-  ID/IDAHO
 RA0010  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA0010
 RA0010                         *CURRENT SURVEY CONTROL
 RA0010  ___________________________________________________________________
 RA0010* NAD 83(1986)-  45 54 47.     (N)    116 09 38.     (W)     SCALED    
 RA0010* NAVD 88     -      1062.627  (meters)    3486.30   (feet)  ADJUSTED  
 RA0010  ___________________________________________________________________
 RA0010  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 RA0010  DYNAMIC HT  -        1062.406 (meters)    3485.58  (feet)  COMP
 RA0010  MODELED GRAV-     980,370.8   (mgal)                       NAVD 88
 RA0010
 RA0010  VERT ORDER  -  FIRST     CLASS II
 RA0010
 RA0010.The horizontal coordinates were scaled from a topographic map and have
 RA0010.an estimated accuracy of +/- 6 seconds.
 RA0010
 RA0010.The orthometric height was determined by differential leveling
 RA0010.and adjusted by the National Geodetic Survey in June 1991..
 RA0010
 RA0010.The geoid height was determined by GEOID03.
 RA0010
 RA0010.The dynamic height is computed by dividing the NAVD 88
 RA0010.geopotential number by the normal gravity value computed on the
 RA0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0010.degrees latitude (g = 980.6199 gals.).
 RA0010
 RA0010.The modeled gravity was interpolated from observed gravity values.
 RA0010
 RA0010;                    North         East    Units  Estimated Accuracy
 RA0010;SPC ID W     -   471,860.      768,150.      MT  (+/- 180 meters Scaled)
 RA0010
 RA0010                          SUPERSEDED SURVEY CONTROL
 RA0010
 RA0010  NGVD 29 (??/??/92) 1061.553  (m)         3482.78   (f) ADJ UNCH    1 2
 RA0010
 RA0010.Superseded values are not recommended for survey control.
 RA0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0010.See file dsdata.txt to determine how the superseded data were derived.
 RA0010
 RA0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL651847(NAD 83)
 RA0010_MARKER: DB = BENCH MARK DISK
 RA0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0010_SP_SET: MONUMENT
 RA0010_STAMPING: H 25 1933
 RA0010_MARK LOGO: CGS   
 RA0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0010
 RA0010  HISTORY     - Date     Condition        Report By
 RA0010  HISTORY     - 1933     MONUMENTED       CGS
 RA0010  HISTORY     - 1965     GOOD             NGS
 RA0010  HISTORY     - 1982     GOOD             NGS
 RA0010
 RA0010                          STATION DESCRIPTION
 RA0010
 RA0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RA0010'2.35 MI SW FROM GRANGEVILLE.
 RA0010'0.35 MILE WEST ALONG STATE HIGHWAY 13, MAIN STREET, FROM THE
 RA0010'GRANGEVILLE POST OFFICE TO THE JUNCTION WITH U.S. HIGHWAY 95, THEN
 RA0010'SOUTHWEST ALONG U.S. HIGHWAY 95 FOR 2.0 MILES TO THE MARK ON THE LEFT
 RA0010'ON THE NORTHWEST EDGE OF THE COUNTRY CLUB, 350 FEET SOUTHWEST OF THE
 RA0010'ENTRANCE TO THE COUNTRY CLUB, 150 FEET NORTHEAST OF MILE POST NO. 250,
 RA0010'120 FEET NORTHEAST OF A POWER POLE, 29 FEET SOUTHEAST OF THE CENTER OF
 RA0010'U.S. HIGHWAY 95 AND 1 FOOT NORTHEAST OF A METAL WITNESS POST SET IN A
 RA0010'SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES.
 RA0010
 RA0010                          STATION RECOVERY (1982)
 RA0010
 RA0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0010'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM
 RA0010'(2.0 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE T-JUNCTION OF STATE
 RA0010'HIGHWAY 13 IN GRANGEVILLE, 0.45 KM (0.3 MI) NORTHEAST OF THE WEST
 RA0010'CORNER OF THE GRANGEVILLE GOLF COURSE, 0.25 KM (0.15 MI) SOUTHWEST OF
 RA0010'THE GRANGEVILLE COUNTRY CLUB, 25.0 METERS (82 FT) SOUTHEAST OF THE
 RA0010'HIGHWAY CENTERLINE, 36.6 METERS (120 FT) NORTHEAST OF THE SECOND POWER
 RA0010'POLE SOUTHWEST OF THE WEST ENTRANCE ROAD, 0.3 METER (1 FT) NORTHWEST
 RA0010'OF THE RIGHT OF WAY FENCE.
 RA0010'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RA0010'THE MARK IS 08 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0651 ***********************************************************************
 NV0651  DESIGNATION -  H 251
 NV0651  PID         -  NV0651
 NV0651  STATE/COUNTY-  ID/OWYHEE
 NV0651  USGS QUAD   -  TABLE BUTTE (1980)
 NV0651
 NV0651                         *CURRENT SURVEY CONTROL
 NV0651  ___________________________________________________________________
 NV0651* NAD 83(1986)-  42 37 20.     (N)    115 45 54.     (W)     SCALED    
 NV0651* NAVD 88     -      1150.864  (meters)    3775.79   (feet)  ADJUSTED  
 NV0651  ___________________________________________________________________
 NV0651  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 NV0651  DYNAMIC HT  -        1150.234 (meters)    3773.73  (feet)  COMP
 NV0651  MODELED GRAV-     980,033.6   (mgal)                       NAVD 88
 NV0651
 NV0651  VERT ORDER  -  SECOND    CLASS 0
 NV0651
 NV0651.The horizontal coordinates were scaled from a topographic map and have
 NV0651.an estimated accuracy of +/- 6 seconds.
 NV0651
 NV0651.The orthometric height was determined by differential leveling
 NV0651.and adjusted by the National Geodetic Survey in June 1991..
 NV0651
 NV0651.The geoid height was determined by GEOID03.
 NV0651
 NV0651.The dynamic height is computed by dividing the NAVD 88
 NV0651.geopotential number by the normal gravity value computed on the
 NV0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0651.degrees latitude (g = 980.6199 gals.).
 NV0651
 NV0651.The modeled gravity was interpolated from observed gravity values.
 NV0651
 NV0651;                    North         East    Units  Estimated Accuracy
 NV0651;SPC ID W     -   106,130.      798,770.      MT  (+/- 180 meters Scaled)
 NV0651
 NV0651                          SUPERSEDED SURVEY CONTROL
 NV0651
 NV0651  NGVD 29 (??/??/92) 1149.885  (m)         3772.58   (f) ADJ UNCH    2 0
 NV0651
 NV0651.Superseded values are not recommended for survey control.
 NV0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0651.See file dsdata.txt to determine how the superseded data were derived.
 NV0651
 NV0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH012196(NAD 83)
 NV0651_MARKER: DB = BENCH MARK DISK
 NV0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0651_STAMPING: H 251 1961
 NV0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0651+STABILITY: SURFACE MOTION
 NV0651
 NV0651  HISTORY     - Date     Condition        Report By
 NV0651  HISTORY     - 1961     MONUMENTED       CGS
 NV0651
 NV0651                          STATION DESCRIPTION
 NV0651
 NV0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NV0651'15.9 MI SW FROM HOT SPRING.
 NV0651'13.8 MILES SOUTHWEST ALONG ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0651'BRUNEAU RIVER AT HOT SPRING, TO A CROSS-ROAD, THEN 2.1 MILES WEST
 NV0651'ALONG THE ROAD TO STATE HIGHWAY 51, 12 FEET SOUTH OF CENTER OF ROAD, 3
 NV0651'FEET WEST OF A WITNESS POST, SET IN TOP OF AN 11 INCH SQUARE CONCRETE
 NV0651'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0002 ***********************************************************************
 RA0002  DESIGNATION -  H 26
 RA0002  PID         -  RA0002
 RA0002  STATE/COUNTY-  ID/IDAHO
 RA0002  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA0002
 RA0002                         *CURRENT SURVEY CONTROL
 RA0002  ___________________________________________________________________
 RA0002* NAD 83(1986)-  45 56 57.     (N)    116 12 56.     (W)     SCALED    
 RA0002* NAVD 88     -      1002.148  (meters)    3287.88   (feet)  ADJUSTED  
 RA0002  ___________________________________________________________________
 RA0002  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 RA0002  DYNAMIC HT  -        1001.963 (meters)    3287.27  (feet)  COMP
 RA0002  MODELED GRAV-     980,396.0   (mgal)                       NAVD 88
 RA0002
 RA0002  VERT ORDER  -  FIRST     CLASS II
 RA0002
 RA0002.The horizontal coordinates were scaled from a topographic map and have
 RA0002.an estimated accuracy of +/- 6 seconds.
 RA0002
 RA0002.The orthometric height was determined by differential leveling
 RA0002.and adjusted by the National Geodetic Survey in June 1991..
 RA0002
 RA0002.The geoid height was determined by GEOID03.
 RA0002
 RA0002.The dynamic height is computed by dividing the NAVD 88
 RA0002.geopotential number by the normal gravity value computed on the
 RA0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0002.degrees latitude (g = 980.6199 gals.).
 RA0002
 RA0002.The modeled gravity was interpolated from observed gravity values.
 RA0002
 RA0002;                    North         East    Units  Estimated Accuracy
 RA0002;SPC ID W     -   475,900.      763,910.      MT  (+/- 180 meters Scaled)
 RA0002
 RA0002                          SUPERSEDED SURVEY CONTROL
 RA0002
 RA0002  NGVD 29 (??/??/92) 1001.087  (m)         3284.40   (f) ADJ UNCH    1 2
 RA0002
 RA0002.Superseded values are not recommended for survey control.
 RA0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0002.See file dsdata.txt to determine how the superseded data were derived.
 RA0002
 RA0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL607886(NAD 83)
 RA0002_MARKER: DB = BENCH MARK DISK
 RA0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0002_SP_SET: MONUMENT
 RA0002_STAMPING: H 26 1933
 RA0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0002
 RA0002  HISTORY     - Date     Condition        Report By
 RA0002  HISTORY     - 1933     MONUMENTED       CGS
 RA0002  HISTORY     - 1965     GOOD             NGS
 RA0002  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0002
 RA0002                          STATION DESCRIPTION
 RA0002
 RA0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RA0002'5.15 MI NW FROM GRANGEVILLE.
 RA0002'0.35 MILE WEST ALONG STATE HIGHWAY 13, MAIN STREET, FROM THE
 RA0002'GRANGEVILLE POST OFFICE TO THE JUNCTION WITH U.S. HIGHWAY 95, THEN
 RA0002'NORTHWEST ALONG U.S. HIGHWAY 95 FOR 4.8 MILES TO THE MARK ON THE LEFT,
 RA0002'125 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM MILE POST NO. 257, 61
 RA0002'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 47 FEET NORTH OF THE NEAREST
 RA0002'RAIL OF THE RAILROAD, 40 FEET NORTHEAST OF A TELEPHONE POLE, 20 FEET
 RA0002'EAST OF THE CENTER OF A DRIVEWAY ACROSS THE TRACKS, 2 FEET SOUTHEAST
 RA0002'OF THE EAST END OF A GATE AND 1 FOOT WEST OF A METAL WITNESS POST. SET
 RA0002'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 RA0002
 RA0002                          STATION RECOVERY (1982)
 RA0002
 RA0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0002'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0640 ***********************************************************************
 NU0640  DESIGNATION -  H 263
 NU0640  PID         -  NU0640
 NU0640  STATE/COUNTY-  ID/POWER
 NU0640  USGS QUAD   -  NEELEY (1971)
 NU0640
 NU0640                         *CURRENT SURVEY CONTROL
 NU0640  ___________________________________________________________________
 NU0640* NAD 83(1986)-  42 41 24.     (N)    112 52 38.     (W)     SCALED    
 NU0640* NAVD 88     -      1463.385  (meters)    4801.12   (feet)  ADJUSTED  
 NU0640  ___________________________________________________________________
 NU0640  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 NU0640  DYNAMIC HT  -        1462.506 (meters)    4798.24  (feet)  COMP
 NU0640  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 NU0640
 NU0640  VERT ORDER  -  SECOND    CLASS 0
 NU0640
 NU0640.The horizontal coordinates were scaled from a topographic map and have
 NU0640.an estimated accuracy of +/- 6 seconds.
 NU0640
 NU0640.The orthometric height was determined by differential leveling
 NU0640.and adjusted by the National Geodetic Survey in June 1991..
 NU0640
 NU0640.The geoid height was determined by GEOID03.
 NU0640
 NU0640.The dynamic height is computed by dividing the NAVD 88
 NU0640.geopotential number by the normal gravity value computed on the
 NU0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0640.degrees latitude (g = 980.6199 gals.).
 NU0640
 NU0640.The modeled gravity was interpolated from observed gravity values.
 NU0640
 NU0640;                    North         East    Units  Estimated Accuracy
 NU0640;SPC ID E     -   113,910.      141,770.      MT  (+/- 180 meters Scaled)
 NU0640
 NU0640                          SUPERSEDED SURVEY CONTROL
 NU0640
 NU0640  NGVD 29 (??/??/92) 1462.332  (m)         4797.67   (f) ADJ UNCH    2 0
 NU0640
 NU0640.Superseded values are not recommended for survey control.
 NU0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0640.See file dsdata.txt to determine how the superseded data were derived.
 NU0640
 NU0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN462280(NAD 83)
 NU0640_MARKER: DD = SURVEY DISK
 NU0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0640_STAMPING: H 263 1938
 NU0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0640+STABILITY: SURFACE MOTION
 NU0640
 NU0640  HISTORY     - Date     Condition        Report By
 NU0640  HISTORY     - 1938     MONUMENTED       IDPWD
 NU0640  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0640
 NU0640                          STATION DESCRIPTION
 NU0640
 NU0640'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1938
 NU0640'2.6 MI SW FROM AMERICAN FALLS.
 NU0640'2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 30 N FROM THE POST OFFICE AT
 NU0640'AMERICAN FALLS, POWER COUNTY, THENCE 4.4 MILES SOUTH ALONG STATE
 NU0640'HIGHWAY 37.  0.3 MILE SOUTH OF THE TOP OF A HILL, 0.1 MILE NORTH OF A
 NU0640'CURVE, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET WEST
 NU0640'OF A FENCE LINE.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK,
 NU0640'STAMPED H 263 1938 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS
 NU0640'BM COULD HAVE BEEN DESTROYED OR COVERED UP BY EVIDENCE OF ROAD REPAIR
 NU0640'IN THE AREA.
 NU0640
 NU0640                          STATION RECOVERY (1971)
 NU0640
 NU0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0004 ***********************************************************************
 QB0004  DESIGNATION -  H 27
 QB0004  PID         -  QB0004
 QB0004  STATE/COUNTY-  ID/ADAMS
 QB0004  USGS QUAD   -  NEW MEADOWS (1986)
 QB0004
 QB0004                         *CURRENT SURVEY CONTROL
 QB0004  ___________________________________________________________________
 QB0004* NAD 83(1986)-  44 58 27.     (N)    116 17 00.     (W)     SCALED    
 QB0004* NAVD 88     -      1180.448  (meters)    3872.85   (feet)  ADJUSTED  
 QB0004  ___________________________________________________________________
 QB0004  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 QB0004  DYNAMIC HT  -        1180.031 (meters)    3871.49  (feet)  COMP
 QB0004  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 QB0004
 QB0004  VERT ORDER  -  FIRST     CLASS II
 QB0004
 QB0004.The horizontal coordinates were scaled from a topographic map and have
 QB0004.an estimated accuracy of +/- 6 seconds.
 QB0004
 QB0004.The orthometric height was determined by differential leveling
 QB0004.and adjusted by the National Geodetic Survey in June 1991..
 QB0004
 QB0004.The geoid height was determined by GEOID03.
 QB0004
 QB0004.The dynamic height is computed by dividing the NAVD 88
 QB0004.geopotential number by the normal gravity value computed on the
 QB0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0004.degrees latitude (g = 980.6199 gals.).
 QB0004
 QB0004.The modeled gravity was interpolated from observed gravity values.
 QB0004
 QB0004;                    North         East    Units  Estimated Accuracy
 QB0004;SPC ID W     -   367,570.      757,930.      MT  (+/- 180 meters Scaled)
 QB0004
 QB0004                          SUPERSEDED SURVEY CONTROL
 QB0004
 QB0004  NGVD 29 (??/??/92) 1179.354  (m)         3869.26   (f) ADJ UNCH    1 2
 QB0004
 QB0004.Superseded values are not recommended for survey control.
 QB0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0004.See file dsdata.txt to determine how the superseded data were derived.
 QB0004
 QB0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK565803(NAD 83)
 QB0004_MARKER: DB = BENCH MARK DISK
 QB0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0004_SP_SET: CONCRETE STEP
 QB0004_STAMPING: H 27 1933
 QB0004_MARK LOGO: CGS   
 QB0004_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB0004+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1994
 QB0004
 QB0004  HISTORY     - Date     Condition        Report By
 QB0004  HISTORY     - 1933     MONUMENTED       CGS
 QB0004  HISTORY     - 1966     GOOD             NGS
 QB0004  HISTORY     - 1982     GOOD             NGS
 QB0004  HISTORY     - 19940615 GOOD             NGS
 QB0004
 QB0004                          STATION DESCRIPTION
 QB0004
 QB0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QB0004'IN NEW MEADOWS.
 QB0004'AT NEW MEADOWS, ADAMS COUNTY, AT THE BEAUMONT SCHOOL, 4.9 FEET WEST OF
 QB0004'THE CENTERLINE OF THE MAIN ENTRANCE, IN THE TOP OF THE TOP CONCRETE
 QB0004'STEP, AND 0.6 FOOT EAST OF THE WEST END.  A STANDARD DISK, STAMPED H
 QB0004'27 1933.
 QB0004
 QB0004                          STATION RECOVERY (1966)
 QB0004
 QB0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QB0004'RECOVERED IN GOOD CONDITION.
 QB0004
 QB0004                          STATION RECOVERY (1982)
 QB0004
 QB0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 QB0004'RECOVERED IN GOOD CONDITION.
 QB0004
 QB0004                          STATION RECOVERY (1994)
 QB0004
 QB0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 QB0004'THE OLD BEAUMONT SCHOOL IS BEING RENOVATED AND TURNED INTO AN
 QB0004'APPARTMENT COMPLEX.  THE MARK IS TO BE LEFT INTACT.  OWNERSHIP--BARRY
 QB0004'MCDANIEL OF COUNCIL 208-253-6083.
 QB0004'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 55 IN
 QB0004'NEW MEADOWS, GO NORTH ON U.S. HIGHWAY 95 FOR 0.29 KM (0.20 MI) TO A
 QB0004'CROSSROADS, TURN LEFT AND GO WEST ON TAYLOR STREET FOR 0.20 KM
 QB0004'(0.10 MI) TO A CROSS STREET, TURN RIGHT AND GO NORTH ON CUNNINGHAM
 QB0004'STREET FOR 0.08 KM (0.05 MI) TO THE APPARTMENT BUILDING ON THE LEFT
 QB0004'AND THE MARK ON THE SOUTH SIDE AND IN THE TOP STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0411 ***********************************************************************
 QB0411  DESIGNATION -  H 28
 QB0411  PID         -  QB0411
 QB0411  STATE/COUNTY-  ID/WASHINGTON
 QB0411  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0411
 QB0411                         *CURRENT SURVEY CONTROL
 QB0411  ___________________________________________________________________
 QB0411* NAD 83(1986)-  44 34 13.     (N)    116 33 11.     (W)     SCALED    
 QB0411* NAVD 88     -       840.247  (meters)    2756.71   (feet)  ADJUSTED  
 QB0411  ___________________________________________________________________
 QB0411  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 QB0411  DYNAMIC HT  -         839.995 (meters)    2755.88  (feet)  COMP
 QB0411  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 QB0411
 QB0411  VERT ORDER  -  FIRST     CLASS II
 QB0411
 QB0411.The horizontal coordinates were scaled from a topographic map and have
 QB0411.an estimated accuracy of +/- 6 seconds.
 QB0411
 QB0411.The orthometric height was determined by differential leveling
 QB0411.and adjusted by the National Geodetic Survey in June 1991..
 QB0411.WARNING-Repeat measurements at this control monument indicate possible
 QB0411.vertical movement.
 QB0411
 QB0411.The geoid height was determined by GEOID03.
 QB0411
 QB0411.The dynamic height is computed by dividing the NAVD 88
 QB0411.geopotential number by the normal gravity value computed on the
 QB0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0411.degrees latitude (g = 980.6199 gals.).
 QB0411
 QB0411.The modeled gravity was interpolated from observed gravity values.
 QB0411
 QB0411;                    North         East    Units  Estimated Accuracy
 QB0411;SPC ID W     -   322,870.      736,210.      MT  (+/- 180 meters Scaled)
 QB0411
 QB0411                          SUPERSEDED SURVEY CONTROL
 QB0411
 QB0411  NGVD 29 (??/??/92)  839.189  (m)         2753.24   (f) ADJ UNCH    1 2
 QB0411
 QB0411.Superseded values are not recommended for survey control.
 QB0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0411.See file dsdata.txt to determine how the superseded data were derived.
 QB0411
 QB0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK354353(NAD 83)
 QB0411_MARKER: DD = SURVEY DISK
 QB0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0411_STAMPING: H 28 1933
 QB0411_MARK LOGO: CGS   
 QB0411_PROJECTION: PROJECTING 20 CENTIMETERS
 QB0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0411+STABILITY: SURFACE MOTION
 QB0411
 QB0411  HISTORY     - Date     Condition        Report By
 QB0411  HISTORY     - 1933     MONUMENTED       CGS
 QB0411  HISTORY     - 1967     GOOD             NGS
 QB0411  HISTORY     - 1983     GOOD             NGS
 QB0411
 QB0411                          STATION DESCRIPTION
 QB0411
 QB0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0411'6.3 MI E FROM CAMBRIDGE.
 QB0411'6.3 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0411'CAMBRIDGE, 350 FEET SOUTHWEST OF MILE POST NO. 124, 130 FEET SOUTHWEST
 QB0411'OF A GATE INTO THE PASTURE, 44 FEET SOUTHEAST OF THE CENTER LINE OF
 QB0411'THE HIGHWAY, 18 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF
 QB0411'THE RIGHT-OF-WAY FENCE AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST
 QB0411'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES.
 QB0411
 QB0411                          STATION RECOVERY (1983)
 QB0411
 QB0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0411'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.35 KM
 QB0411'(6.45 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0411'71 IN CAMBRIDGE, 0.6 KM (0.4 MI) NORTHEAST OF THE T-JUNCTION OF
 QB0411'THOMASON LANE, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 120, ON THE
 QB0411'OUTSIDE OF THE NORTHEAST END OF A CURVE, 14.3 METERS (47 FT) SOUTHEAST
 QB0411'OF THE CENTERLINE OF THE HIGHWAY, 5.9 METERS (19.5 FT) SOUTH OF A
 QB0411'WATCH FOR LIVESTOCK SIGN, 0.3 METER (1 FT) NORTHWEST OF A FENCE.
 QB0411'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 QB0411'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0184 ***********************************************************************
 TO0184  DESIGNATION -  H 281
 TO0184  PID         -  TO0184
 TO0184  STATE/COUNTY-  ID/BONNER
 TO0184  USGS QUAD   -  HAPPY FORK GAP (1996)
 TO0184
 TO0184                         *CURRENT SURVEY CONTROL
 TO0184  ___________________________________________________________________
 TO0184* NAD 83(1986)-  48 15 10.     (N)    116 41 10.     (W)     SCALED    
 TO0184* NAVD 88     -       634.447  (meters)    2081.51   (feet)  ADJUSTED  
 TO0184  ___________________________________________________________________
 TO0184  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 TO0184  DYNAMIC HT  -         634.497 (meters)    2081.68  (feet)  COMP
 TO0184  MODELED GRAV-     980,670.4   (mgal)                       NAVD 88
 TO0184
 TO0184  VERT ORDER  -  FIRST     CLASS II
 TO0184
 TO0184.The horizontal coordinates were scaled from a topographic map and have
 TO0184.an estimated accuracy of +/- 6 seconds.
 TO0184
 TO0184.The orthometric height was determined by differential leveling
 TO0184.and adjusted by the National Geodetic Survey in June 1991..
 TO0184.WARNING-Repeat measurements at this control monument indicate possible
 TO0184.vertical movement.
 TO0184
 TO0184.The geoid height was determined by GEOID03.
 TO0184
 TO0184.The dynamic height is computed by dividing the NAVD 88
 TO0184.geopotential number by the normal gravity value computed on the
 TO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0184.degrees latitude (g = 980.6199 gals.).
 TO0184
 TO0184.The modeled gravity was interpolated from observed gravity values.
 TO0184
 TO0184;                    North         East    Units  Estimated Accuracy
 TO0184;SPC ID W     -   732,300.      730,490.      MT  (+/- 180 meters Scaled)
 TO0184
 TO0184                          SUPERSEDED SURVEY CONTROL
 TO0184
 TO0184  NGVD 29 (??/??/92)  633.284  (m)         2077.70   (f) ADJ UNCH    1 2
 TO0184
 TO0184.Superseded values are not recommended for survey control.
 TO0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0184.See file dsdata.txt to determine how the superseded data were derived.
 TO0184
 TO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP233444(NAD 83)
 TO0184_MARKER: DB = BENCH MARK DISK
 TO0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0184_STAMPING: H 281 1942
 TO0184_MARK LOGO: CGS   
 TO0184_PROJECTION: FLUSH
 TO0184_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0184+STABILITY: SURFACE MOTION
 TO0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TO0184+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1994
 TO0184
 TO0184  HISTORY     - Date     Condition        Report By
 TO0184  HISTORY     - 1942     MONUMENTED       CGS
 TO0184  HISTORY     - 1980     GOOD             NGS
 TO0184  HISTORY     - 19940823 GOOD             NGS
 TO0184
 TO0184                          STATION DESCRIPTION
 TO0184
 TO0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0184'6.95 MI SW FROM SANDPOINT.
 TO0184'ALONG GREAT NORTHERN RY. ALONG THE SPOKANE-INTERNATIONAL RAILROAD FROM
 TO0184'THE DEPOT, OPPOSITE MILE-POST 1409, 56 FEET WEST OF CENTER LINE OF
 TO0184'TRACK.  WITNESS POST SET. STAMPED H 281 1942.
 TO0184
 TO0184                          STATION RECOVERY (1980)
 TO0184
 TO0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0184'11.6 KILOMETERS (7.25 MILES) SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 TO0184'SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, THENCE 0.2 KILOMETER
 TO0184'(0.1 MILE) SOUTHEAST ALONG A DIRT ROAD, AT A PRIVATE ROAD CROSSING
 TO0184'THE SPOKANE INTERNATIONAL RAILWAY, 16.8 METERS (55.0 FEET) NORTHWEST
 TO0184'OF THE NORTHWEST RAIL OF THE TRACKS, 12.2 METERS (40.0 FEET) SOUTHWEST
 TO0184'OF THE CENTERLINE OF THE DIRT ROAD. NOTE-THE AREA AROUND THE MARK
 TO0184'SEEMS TO HAVE BEEN PLOWED BUT THE MARK IS STILL SOLID.
 TO0184'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 TO0184'THE MARK IS 0.3 M BELOW THE TRACKS.
 TO0184
 TO0184                          STATION RECOVERY (1994)
 TO0184
 TO0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (BEK)
 TO0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5707 ***********************************************************************
 AA5707  DESIGNATION -  H 281 RESET
 AA5707  PID         -  AA5707
 AA5707  STATE/COUNTY-  ID/BONNER
 AA5707  USGS QUAD   -  HAPPY FORK GAP (1996)
 AA5707
 AA5707                         *CURRENT SURVEY CONTROL
 AA5707  ___________________________________________________________________
 AA5707* NAD 83(1986)-  48 15 10.     (N)    116 41 10.     (W)     SCALED    
 AA5707* NAVD 88     -       634.26   (+/-2cm)    2080.9    (feet)  VERTCON   
 AA5707  ___________________________________________________________________
 AA5707  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 AA5707
 AA5707  VERT ORDER  -  THIRD (See Below)
 AA5707
 AA5707.The horizontal coordinates were scaled from a topographic map and have
 AA5707.an estimated accuracy of +/- 6 seconds.
 AA5707
 AA5707.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5707.The vertical order pertains to the NGVD 29 superseded value.
 AA5707
 AA5707.The geoid height was determined by GEOID03.
 AA5707
 AA5707;                    North         East    Units  Estimated Accuracy
 AA5707;SPC ID W     -   732,300.      730,490.      MT  (+/- 180 meters Scaled)
 AA5707
 AA5707                          SUPERSEDED SURVEY CONTROL
 AA5707
 AA5707  NGVD 29 (03/27/06)  633.08   (m)         2077.0    (f) RESET       3  
 AA5707
 AA5707.Superseded values are not recommended for survey control.
 AA5707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5707.See file dsdata.txt to determine how the superseded data were derived.
 AA5707
 AA5707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP233444(NAD 83)
 AA5707_MARKER: DV = VERTICAL CONTROL DISK
 AA5707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5707_STAMPING: H 281 RESET 1994
 AA5707_MARK LOGO: NGS   
 AA5707_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5707+STABILITY: SURFACE MOTION
 AA5707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5707+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5707
 AA5707  HISTORY     - Date     Condition        Report By
 AA5707  HISTORY     - 1994     MONUMENTED       IDTD
 AA5707
 AA5707                          STATION DESCRIPTION
 AA5707
 AA5707'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 1994 (BA)
 AA5707'FROM THE JUNCTION OF U.S. HIGHWAYS 2, 95 AND PINE STREET IN SANDPOINT.
 AA5707'GO SOUTHWEST ON U.S. HIGHWAY 2 FOR 11.13 KM (6.90 MI) TO A DIRT
 AA5707'CROSSROADS, TURN LEFT AND GO SOUTHEAST ON A DIRT ROAD FOR 0.12 KM
 AA5707'(0.05 MI) TO THE MARK ON THE RIGHT JUST BEFORE REACHING A PRIVATE
 AA5707'RAILROAD CROSSING.  LOCATED 11.2 M (36.7 FT) NORTHWEST OF THE NEAR
 AA5707'RAIL, 16.8 M (55.1 FT) NORTHWEST OF THE CENTER OF THE CROSSING, 7.5 M
 AA5707'(24.6 FT) SOUTHEAST OF H 281 AND 0.35 M (1.15 FT) NORTHWEST OF A
 AA5707'FIBERGLASS WITNESS POST, SET FLUSH WITH THE GROUND AND BETWEEN 2 STEEL
 AA5707'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0231 ***********************************************************************
 TO0231  DESIGNATION -  H 282
 TO0231  PID         -  TO0231
 TO0231  STATE/COUNTY-  ID/BONNER
 TO0231  USGS QUAD   -  SAGLE (1968)
 TO0231
 TO0231                         *CURRENT SURVEY CONTROL
 TO0231  ___________________________________________________________________
 TO0231* NAD 83(1986)-  48 12 06.     (N)    116 32 52.     (W)     SCALED    
 TO0231* NAVD 88     -       659.676  (meters)    2164.29   (feet)  ADJUSTED  
 TO0231  ___________________________________________________________________
 TO0231  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 TO0231  DYNAMIC HT  -         659.719 (meters)    2164.43  (feet)  COMP
 TO0231  MODELED GRAV-     980,654.7   (mgal)                       NAVD 88
 TO0231
 TO0231  VERT ORDER  -  FIRST     CLASS II
 TO0231
 TO0231.The horizontal coordinates were scaled from a topographic map and have
 TO0231.an estimated accuracy of +/- 6 seconds.
 TO0231
 TO0231.The orthometric height was determined by differential leveling
 TO0231.and adjusted by the National Geodetic Survey in June 1991..
 TO0231
 TO0231.The geoid height was determined by GEOID03.
 TO0231
 TO0231.The dynamic height is computed by dividing the NAVD 88
 TO0231.geopotential number by the normal gravity value computed on the
 TO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0231.degrees latitude (g = 980.6199 gals.).
 TO0231
 TO0231.The modeled gravity was interpolated from observed gravity values.
 TO0231
 TO0231;                    North         East    Units  Estimated Accuracy
 TO0231;SPC ID W     -   726,500.      740,700.      MT  (+/- 180 meters Scaled)
 TO0231
 TO0231                          SUPERSEDED SURVEY CONTROL
 TO0231
 TO0231  NGVD 29 (??/??/92)  658.482  (m)         2160.37   (f) ADJ UNCH    1 2
 TO0231
 TO0231.Superseded values are not recommended for survey control.
 TO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0231.See file dsdata.txt to determine how the superseded data were derived.
 TO0231
 TO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP336388(NAD 83)
 TO0231_MARKER: DB = BENCH MARK DISK
 TO0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0231_SP_SET: CONCRETE BASE
 TO0231_STAMPING: H 282 1942
 TO0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0231
 TO0231  HISTORY     - Date     Condition        Report By
 TO0231  HISTORY     - 1942     MONUMENTED       CGS
 TO0231  HISTORY     - 1967     GOOD             USGS
 TO0231
 TO0231                          STATION DESCRIPTION
 TO0231
 TO0231'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO0231'1.3 MI NE FROM SAGLE.
 TO0231'ABOUT 1.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TO0231'STATION AT ALGOMA, BONNER COUNTY, AT SAGLE, AT AN OILED ROAD CROSSING,
 TO0231'20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTHEAST OF
 TO0231'THE SOUTHEAST RAIL, AND IN THE NORTHWEST END OF THE CONCRETE BASE OF A
 TO0231'CROSSING SIGNAL, A STANDARD DISK, STAMPED H 282 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0258 ***********************************************************************
 TO0258  DESIGNATION -  H 283
 TO0258  PID         -  TO0258
 TO0258  STATE/COUNTY-  ID/BONNER
 TO0258  USGS QUAD   -  QUARTZ MTN (1996)
 TO0258
 TO0258                         *CURRENT SURVEY CONTROL
 TO0258  ___________________________________________________________________
 TO0258* NAD 83(1986)-  48 18 15.     (N)    116 58 44.     (W)     SCALED    
 TO0258* NAVD 88     -       733.674  (meters)    2407.06   (feet)  ADJUSTED  
 TO0258  ___________________________________________________________________
 TO0258  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 TO0258  DYNAMIC HT  -         733.743 (meters)    2407.29  (feet)  COMP
 TO0258  MODELED GRAV-     980,680.8   (mgal)                       NAVD 88
 TO0258
 TO0258  VERT ORDER  -  FIRST     CLASS II
 TO0258
 TO0258.The horizontal coordinates were scaled from a topographic map and have
 TO0258.an estimated accuracy of +/- 6 seconds.
 TO0258
 TO0258.The orthometric height was determined by differential leveling
 TO0258.and adjusted by the National Geodetic Survey in June 1991..
 TO0258
 TO0258.The geoid height was determined by GEOID03.
 TO0258
 TO0258.The dynamic height is computed by dividing the NAVD 88
 TO0258.geopotential number by the normal gravity value computed on the
 TO0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0258.degrees latitude (g = 980.6199 gals.).
 TO0258
 TO0258.The modeled gravity was interpolated from observed gravity values.
 TO0258
 TO0258;                    North         East    Units  Estimated Accuracy
 TO0258;SPC ID W     -   738,320.      708,840.      MT  (+/- 180 meters Scaled)
 TO0258
 TO0258                          SUPERSEDED SURVEY CONTROL
 TO0258
 TO0258  NGVD 29 (??/??/92)  732.490  (m)         2403.18   (f) ADJ UNCH    1 2
 TO0258
 TO0258.Superseded values are not recommended for survey control.
 TO0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0258.See file dsdata.txt to determine how the superseded data were derived.
 TO0258
 TO0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP015501(NAD 83)
 TO0258_MARKER: DB = BENCH MARK DISK
 TO0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0258_STAMPING: H 283 1942
 TO0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0258+STABILITY: SURFACE MOTION
 TO0258
 TO0258  HISTORY     - Date     Condition        Report By
 TO0258  HISTORY     - 1942     MONUMENTED       CGS
 TO0258  HISTORY     - 1967     GOOD             USGS
 TO0258
 TO0258                          STATION DESCRIPTION
 TO0258
 TO0258'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO0258'1.85 MI N FROM FALLS RANGER STATION.
 TO0258'FROM FALLS RANGER STATION, GO 1.9 MILE NORTH ON HWY. 57 (WEST BRANCH
 TO0258'RD) TO A ROAD FORK WEST.  BM IS 66 FEET SW OF ROAD FROK AND 47 FEET
 TO0258'WSW OF CENTERLINE OF HWY. AND 15 FEET NORTH OF A 16 INCH PINE TREE
 TO0258'WITH BM PAINTED ON IT.  BM IS 2 FEET LOWER THAN THE ROAD AND PROJECTS
 TO0258'0.5.  IS SET IN A CONCRETE POST AND IS STAMPED H 283 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0403 ***********************************************************************
 SV0403  DESIGNATION -  H 284
 SV0403  PID         -  SV0403
 SV0403  STATE/COUNTY-  ID/KOOTENAI
 SV0403  USGS QUAD   -  HAYDEN (1996)
 SV0403
 SV0403                         *CURRENT SURVEY CONTROL
 SV0403  ___________________________________________________________________
 SV0403* NAD 83(1986)-  47 46 32.     (N)    116 48 38.     (W)     SCALED    
 SV0403* NAVD 88     -       705.562  (meters)    2314.83   (feet)  ADJUSTED  
 SV0403  ___________________________________________________________________
 SV0403  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 SV0403  DYNAMIC HT  -         705.587 (meters)    2314.91  (feet)  COMP
 SV0403  MODELED GRAV-     980,626.1   (mgal)                       NAVD 88
 SV0403
 SV0403  VERT ORDER  -  SECOND    CLASS 0
 SV0403
 SV0403.The horizontal coordinates were scaled from a topographic map and have
 SV0403.an estimated accuracy of +/- 6 seconds.
 SV0403
 SV0403.The orthometric height was determined by differential leveling
 SV0403.and adjusted by the National Geodetic Survey in June 1991..
 SV0403
 SV0403.The geoid height was determined by GEOID03.
 SV0403
 SV0403.The dynamic height is computed by dividing the NAVD 88
 SV0403.geopotential number by the normal gravity value computed on the
 SV0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0403.degrees latitude (g = 980.6199 gals.).
 SV0403
 SV0403.The modeled gravity was interpolated from observed gravity values.
 SV0403
 SV0403;                    North         East    Units  Estimated Accuracy
 SV0403;SPC ID W     -   679,360.      720,520.      MT  (+/- 180 meters Scaled)
 SV0403
 SV0403                          SUPERSEDED SURVEY CONTROL
 SV0403
 SV0403  NGVD 29 (??/??/92)  704.392  (m)         2310.99   (f) ADJ UNCH    2 0
 SV0403
 SV0403.Superseded values are not recommended for survey control.
 SV0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0403.See file dsdata.txt to determine how the superseded data were derived.
 SV0403
 SV0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN141913(NAD 83)
 SV0403_MARKER: DB = BENCH MARK DISK
 SV0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0403_SP_SET: BUILDING
 SV0403_STAMPING: H 284 1944
 SV0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0403
 SV0403  HISTORY     - Date     Condition        Report By
 SV0403  HISTORY     - 1944     MONUMENTED       CGS
 SV0403  HISTORY     - 1971     GOOD             NGS
 SV0403  HISTORY     - 1978     GOOD             NGS
 SV0403
 SV0403                          STATION DESCRIPTION
 SV0403
 SV0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 SV0403'IN COEUR DALENE.
 SV0403'LOCATED AT THE TERMINAL BUILDING, 29.5 FEET SOUTH OF THE NORTHWEST
 SV0403'CORNER OF THE BUILDING, 7.9 FEET NORTH OF A RED AND WHITE POLE, 3.8
 SV0403'FEET WEST OF THE WEST FACE OF THE BUILDING, AND 0.1 FT. BELOW THE
 SV0403'SURFACE OF THE GROUND.
 SV0403
 SV0403                          STATION RECOVERY (1978)
 SV0403
 SV0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SV0403'LOCATED NORTH OF L SECTION OF BUILDING AND SOUTH OF DESCRIBED
 SV0403'NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0381 ***********************************************************************
 SV0381  DESIGNATION -  H 285
 SV0381  PID         -  SV0381
 SV0381  STATE/COUNTY-  ID/KOOTENAI
 SV0381  USGS QUAD   -  RATHDRUM (1996)
 SV0381
 SV0381                         *CURRENT SURVEY CONTROL
 SV0381  ___________________________________________________________________
 SV0381* NAD 83(1986)-  47 45 56.     (N)    116 58 39.     (W)     SCALED    
 SV0381* NAVD 88     -       650.130  (meters)    2132.97   (feet)  ADJUSTED  
 SV0381  ___________________________________________________________________
 SV0381  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 SV0381  DYNAMIC HT  -         650.166 (meters)    2133.09  (feet)  COMP
 SV0381  MODELED GRAV-     980,646.5   (mgal)                       NAVD 88
 SV0381
 SV0381  VERT ORDER  -  FIRST     CLASS II
 SV0381
 SV0381.The horizontal coordinates were scaled from a topographic map and have
 SV0381.an estimated accuracy of +/- 6 seconds.
 SV0381
 SV0381.The orthometric height was determined by differential leveling
 SV0381.and adjusted by the National Geodetic Survey in June 1991..
 SV0381
 SV0381.The geoid height was determined by GEOID03.
 SV0381
 SV0381.The dynamic height is computed by dividing the NAVD 88
 SV0381.geopotential number by the normal gravity value computed on the
 SV0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0381.degrees latitude (g = 980.6199 gals.).
 SV0381
 SV0381.The modeled gravity was interpolated from observed gravity values.
 SV0381
 SV0381;                    North         East    Units  Estimated Accuracy
 SV0381;SPC ID W     -   678,430.      707,990.      MT  (+/- 180 meters Scaled)
 SV0381
 SV0381                          SUPERSEDED SURVEY CONTROL
 SV0381
 SV0381  NGVD 29 (??/??/92)  648.958  (m)         2129.12   (f) ADJ UNCH    1 2
 SV0381
 SV0381.Superseded values are not recommended for survey control.
 SV0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0381.See file dsdata.txt to determine how the superseded data were derived.
 SV0381
 SV0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN016902(NAD 83)
 SV0381_MARKER: DD = SURVEY DISK
 SV0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0381_STAMPING: H 285 1944 P.T. 193+11.4 40.00
 SV0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0381+STABILITY: SURFACE MOTION
 SV0381
 SV0381  HISTORY     - Date     Condition        Report By
 SV0381  HISTORY     - 1944     MONUMENTED       IDDT
 SV0381  HISTORY     - 1944     GOOD             NGS
 SV0381
 SV0381                          STATION DESCRIPTION
 SV0381
 SV0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0381'2.1 MI NE FROM HAUSER.
 SV0381'2.1 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0381'STATION AT HAUSER, ALONG STATE HIGHWAY NO. 53, SET BETWEEN THE HIGHWAY
 SV0381'AND THE TRACK, ABOUT 400 FEET NORTHEAST OF AN OLD ABANDONED SERVICE
 SV0381'STATION, 83 FEET NORTHWEST OF THE NORTHWEST RAIL OF TRACK, 40 FEET
 SV0381'SOUTHEAST OF CENTER-LINE OF HIGHWAY, IN THE FENCE LINE, 2 FEET
 SV0381'NORTHEAST OF REFERENCE POST.  A IDAHO STATE HIGHWAY BRONZE
 SV0381'RIGHT-OF-WAY DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 SV0381'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0340 ***********************************************************************
 SV0340  DESIGNATION -  H 286
 SV0340  PID         -  SV0340
 SV0340  STATE/COUNTY-  ID/BONNER
 SV0340  USGS QUAD   -  ATHOL (1961)
 SV0340
 SV0340                         *CURRENT SURVEY CONTROL
 SV0340  ___________________________________________________________________
 SV0340* NAD 83(1986)-  47 59 15.     (N)    116 42 36.     (W)     SCALED    
 SV0340* NAVD 88     -       700.472  (meters)    2298.13   (feet)  ADJUSTED  
 SV0340  ___________________________________________________________________
 SV0340  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SV0340  DYNAMIC HT  -         700.507 (meters)    2298.25  (feet)  COMP
 SV0340  MODELED GRAV-     980,639.3   (mgal)                       NAVD 88
 SV0340
 SV0340  VERT ORDER  -  FIRST     CLASS II
 SV0340
 SV0340.The horizontal coordinates were scaled from a topographic map and have
 SV0340.an estimated accuracy of +/- 6 seconds.
 SV0340
 SV0340.The orthometric height was determined by differential leveling
 SV0340.and adjusted by the National Geodetic Survey in June 1991..
 SV0340
 SV0340.The geoid height was determined by GEOID03.
 SV0340
 SV0340.The dynamic height is computed by dividing the NAVD 88
 SV0340.geopotential number by the normal gravity value computed on the
 SV0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0340.degrees latitude (g = 980.6199 gals.).
 SV0340
 SV0340.The modeled gravity was interpolated from observed gravity values.
 SV0340
 SV0340;                    North         East    Units  Estimated Accuracy
 SV0340;SPC ID W     -   702,820.      728,350.      MT  (+/- 180 meters Scaled)
 SV0340
 SV0340                          SUPERSEDED SURVEY CONTROL
 SV0340
 SV0340  NGVD 29 (??/??/92)  699.280  (m)         2294.22   (f) ADJ UNCH    1 2
 SV0340
 SV0340.Superseded values are not recommended for survey control.
 SV0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0340.See file dsdata.txt to determine how the superseded data were derived.
 SV0340
 SV0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP216149(NAD 83)
 SV0340_MARKER: DB = BENCH MARK DISK
 SV0340_SETTING: 66 = SET IN ROCK OUTCROP
 SV0340_SP_SET: ROCK OUTCROP
 SV0340_STAMPING: H 286 1944
 SV0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0340+STABILITY: POSITION/ELEVATION WELL
 SV0340
 SV0340  HISTORY     - Date     Condition        Report By
 SV0340  HISTORY     - 1944     MONUMENTED       CGS
 SV0340  HISTORY     - 1961     GOOD             USGS
 SV0340
 SV0340                          STATION DESCRIPTION
 SV0340
 SV0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SV0340'2.6 MI S FROM GRANITE.
 SV0340'2.6 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SV0340'AT GRANITE, SET IN THE TOP OF A ROCK OUTCROP, 120 FT EAST OF MILEPOST
 SV0340'NO. 27, 11.8 FEET SOUTH OF THE SOUTH RAIL OF TRACK, ABOUT LEVEL WITH
 SV0340'THE TOP OF RAIL.  BENCH MARK DISK.  NOTE-- REVISED DESCRIPTION MARKED
 SV0340'IN RED.
 SV0340
 SV0340                          STATION RECOVERY (1961)
 SV0340
 SV0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SV0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0141 ***********************************************************************
 TO0141  DESIGNATION -  H 287
 TO0141  PID         -  TO0141
 TO0141  STATE/COUNTY-  ID/BONNER
 TO0141  USGS QUAD   -  HOPE (1996)
 TO0141
 TO0141                         *CURRENT SURVEY CONTROL
 TO0141  ___________________________________________________________________
 TO0141* NAD 83(1986)-  48 14 36.     (N)    116 18 05.     (W)     SCALED    
 TO0141* NAVD 88     -       636.688  (meters)    2088.87   (feet)  ADJUSTED  
 TO0141  ___________________________________________________________________
 TO0141  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 TO0141  DYNAMIC HT  -         636.721 (meters)    2088.98  (feet)  COMP
 TO0141  MODELED GRAV-     980,643.0   (mgal)                       NAVD 88
 TO0141
 TO0141  VERT ORDER  -  FIRST     CLASS II
 TO0141
 TO0141.The horizontal coordinates were scaled from a topographic map and have
 TO0141.an estimated accuracy of +/- 6 seconds.
 TO0141
 TO0141.The orthometric height was determined by differential leveling
 TO0141.and adjusted by the National Geodetic Survey in June 1991..
 TO0141.WARNING-Repeat measurements at this control monument indicate possible
 TO0141.vertical movement.
 TO0141
 TO0141.The geoid height was determined by GEOID03.
 TO0141
 TO0141.The dynamic height is computed by dividing the NAVD 88
 TO0141.geopotential number by the normal gravity value computed on the
 TO0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0141.degrees latitude (g = 980.6199 gals.).
 TO0141
 TO0141.The modeled gravity was interpolated from observed gravity values.
 TO0141
 TO0141;                    North         East    Units  Estimated Accuracy
 TO0141;SPC ID W     -   730,970.      759,050.      MT  (+/- 180 meters Scaled)
 TO0141
 TO0141                          SUPERSEDED SURVEY CONTROL
 TO0141
 TO0141  NGVD 29 (??/??/92)  635.512  (m)         2085.01   (f) ADJ UNCH    1 2
 TO0141
 TO0141.Superseded values are not recommended for survey control.
 TO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0141.See file dsdata.txt to determine how the superseded data were derived.
 TO0141
 TO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP518435(NAD 83)
 TO0141_MARKER: DB = BENCH MARK DISK
 TO0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0141_SP_SET: MONUMENT
 TO0141_STAMPING: H 287 1944
 TO0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0141
 TO0141  HISTORY     - Date     Condition        Report By
 TO0141  HISTORY     - 1944     MONUMENTED       CGS
 TO0141  HISTORY     - 1947     GOOD             NGS
 TO0141  HISTORY     - 1980     GOOD             NGS
 TO0141
 TO0141                          STATION DESCRIPTION
 TO0141
 TO0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0141'0.4 MI SE FROM HOPE.
 TO0141'ABOUT 0.4 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TO0141'STATION AT HOPE, BONNER COUNTY, ABOUT 0.1 MILE WEST OF THE BRICK
 TO0141'SCHOOL BUILDING, AT MILEPOST 103, AT A ROAD CROSSING, 63.4 FEET
 TO0141'NORTHEAST OF THE NORTHEAST RAIL, 41 FEET SOUTHWEST OF THE CENTER LINE
 TO0141'OF U.S. HIGHWAY 10 A, 36.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 TO0141'ROAD CROSSING THE TRACK, AND IN THE WEST CORNER OF THE CONCRETE BASE
 TO0141'OF A HISTORICAL MONUMENT.  A STANDARD DISK, STAMPED H 287 1944.
 TO0141
 TO0141                          STATION RECOVERY (1947)
 TO0141
 TO0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 TO0141'RECOVERED IN GOOD CONDITION.
 TO0141
 TO0141                          STATION RECOVERY (1980)
 TO0141
 TO0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0141'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG THE OLD HIGHWAY FROM THE
 TO0141'PUBLIC SCHOOL IN EAST HOPE, SET IN TOP OF THE WEST CORNER OF THE
 TO0141'CONCRETE BASE FOR A GRANITE MONUMENT COMMEMORATING DAVID THOMPSON,
 TO0141'74.9 METERS (239 FEET) NORTHEAST ACROSS THE BURLINGTON NORTHERN
 TO0141'RAILWAY FROM THE CENTERLINE OF THE NEW HIGHWAY, 46.4 METERS (152.2
 TO0141'FEET) SOUTHWEST OF THE WEST CORNER OF THE POST OFFICE, 18.3 METERS
 TO0141'(63.4 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 17.2
 TO0141'METERS (56.5 FEET) NORTHEAST OF RAILWAY MILEPOST 103, 12.5 METERS
 TO0141'(41.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY.
 TO0141'THE MARK IS 0.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0009 ***********************************************************************
 TO0009  DESIGNATION -  H 288
 TO0009  PID         -  TO0009
 TO0009  STATE/COUNTY-  ID/BOUNDARY
 TO0009  USGS QUAD   -  NAPLES (1996)
 TO0009
 TO0009                         *CURRENT SURVEY CONTROL
 TO0009  ___________________________________________________________________
 TO0009* NAD 83(1986)-  48 36 12.     (N)    116 23 16.     (W)     SCALED    
 TO0009* NAVD 88     -       591.995  (meters)    1942.24   (feet)  ADJUSTED  
 TO0009  ___________________________________________________________________
 TO0009  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 TO0009  DYNAMIC HT  -         592.046 (meters)    1942.40  (feet)  COMP
 TO0009  MODELED GRAV-     980,678.9   (mgal)                       NAVD 88
 TO0009
 TO0009  VERT ORDER  -  FIRST     CLASS II
 TO0009
 TO0009.The horizontal coordinates were scaled from a topographic map and have
 TO0009.an estimated accuracy of +/- 6 seconds.
 TO0009
 TO0009.The orthometric height was determined by differential leveling
 TO0009.and adjusted by the National Geodetic Survey in June 1991..
 TO0009
 TO0009.The geoid height was determined by GEOID03.
 TO0009
 TO0009.The dynamic height is computed by dividing the NAVD 88
 TO0009.geopotential number by the normal gravity value computed on the
 TO0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0009.degrees latitude (g = 980.6199 gals.).
 TO0009
 TO0009.The modeled gravity was interpolated from observed gravity values.
 TO0009
 TO0009;                    North         East    Units  Estimated Accuracy
 TO0009;SPC ID W     -   771,050.      752,970.      MT  (+/- 180 meters Scaled)
 TO0009
 TO0009                          SUPERSEDED SURVEY CONTROL
 TO0009
 TO0009  NGVD 29 (??/??/92)  590.806  (m)         1938.34   (f) ADJ UNCH    1 2
 TO0009
 TO0009.Superseded values are not recommended for survey control.
 TO0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0009.See file dsdata.txt to determine how the superseded data were derived.
 TO0009
 TO0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP451835(NAD 83)
 TO0009_MARKER: DB = BENCH MARK DISK
 TO0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0009_STAMPING: H 288 1944
 TO0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0009+STABILITY: SURFACE MOTION
 TO0009
 TO0009  HISTORY     - Date     Condition        Report By
 TO0009  HISTORY     - 1944     MONUMENTED       CGS
 TO0009  HISTORY     - 1964     MARK NOT FOUND   USGS
 TO0009
 TO0009                          STATION DESCRIPTION
 TO0009
 TO0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0009'2.2 MI N FROM NAPLES.
 TO0009'2.2 MILES NORTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 TO0009'STATION AT NAPLES, 46 FEET NORTHWEST OF MILEPOST NO. 100, 12.6 FEET
 TO0009'SOUTHWEST OF SOUTHWEST RAIL OF TRACK, AT NORTHWEST END OF A SMALL CUT,
 TO0009'6 FEET BELOW TRACK LEVEL, 2 FEET SOUTHEAST OF REFERENCE POST, IRON
 TO0009'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.6
 TO0009'FOOT ABOVE THE GROUND.  NOTE-- RAILROAD RIGHT-OF-WAY HAD BEEN EXTENDED
 TO0009'OUT FROM THE TRACKS OVER THE DESCRIBED AREA.  THE REFERENCE POST WAS
 TO0009'FOUND AT THE EDGE OF THE CLEARED AREA AFTER EXTENSIVE DIGGING.
 TO0009
 TO0009                          STATION RECOVERY (1964)
 TO0009
 TO0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1071 ***********************************************************************
 NU1071  DESIGNATION -  H 29
 NU1071  PID         -  NU1071
 NU1071  STATE/COUNTY-  ID/CASSIA
 NU1071  USGS QUAD   -  LYMAN PASS (1976)
 NU1071
 NU1071                         *CURRENT SURVEY CONTROL
 NU1071  ___________________________________________________________________
 NU1071* NAD 83(1986)-  42 02 02.     (N)    113 45 53.     (W)     SCALED    
 NU1071* NAVD 88     -      1810.821  (meters)    5941.00   (feet)  ADJUSTED  
 NU1071  ___________________________________________________________________
 NU1071  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 NU1071  DYNAMIC HT  -        1809.472 (meters)    5936.58  (feet)  COMP
 NU1071  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 NU1071
 NU1071  VERT ORDER  -  FIRST     CLASS II
 NU1071
 NU1071.The horizontal coordinates were scaled from a topographic map and have
 NU1071.an estimated accuracy of +/- 6 seconds.
 NU1071
 NU1071.The orthometric height was determined by differential leveling
 NU1071.and adjusted by the National Geodetic Survey in June 1991..
 NU1071
 NU1071.The geoid height was determined by GEOID03.
 NU1071
 NU1071.The dynamic height is computed by dividing the NAVD 88
 NU1071.geopotential number by the normal gravity value computed on the
 NU1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1071.degrees latitude (g = 980.6199 gals.).
 NU1071
 NU1071.The modeled gravity was interpolated from observed gravity values.
 NU1071
 NU1071;                    North         East    Units  Estimated Accuracy
 NU1071;SPC ID C     -    40,810.      519,480.      MT  (+/- 180 meters Scaled)
 NU1071
 NU1071                          SUPERSEDED SURVEY CONTROL
 NU1071
 NU1071  NGVD 29 (??/??/92) 1809.659  (m)         5937.19   (f) ADJ UNCH    1 2
 NU1071
 NU1071.Superseded values are not recommended for survey control.
 NU1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1071.See file dsdata.txt to determine how the superseded data were derived.
 NU1071
 NU1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM711572(NAD 83)
 NU1071_MARKER: DB = BENCH MARK DISK
 NU1071_SETTING: 0 = UNSPECIFIED SETTING
 NU1071_STAMPING: H 29 1934
 NU1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1071+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 NU1071
 NU1071  HISTORY     - Date     Condition        Report By
 NU1071  HISTORY     - 1934     MONUMENTED       CGS
 NU1071  HISTORY     - 1968     GOOD             USGS
 NU1071  HISTORY     - 20051020 GOOD             INDIV
 NU1071
 NU1071                          STATION DESCRIPTION
 NU1071
 NU1071'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NU1071'18.4 MI S FROM OAKLEY.
 NU1071'17.7 MILES SOUTH ALONG BIRCH CREEK ROAD FROM THE OREGON SHORT LINE
 NU1071'RAILROAD STATION AT OAKLEY, 1.05 MILES NORTH OF MOULTON, 33 FEET EAST
 NU1071'OF THE ROAD, 245 FEET NORTH OF AN EAST - WEST INTERSECTION.  NOTE--
 NU1071'THE NORTHEAST - SOUTHWEST ROAD IS NO LONGER IN EXISTENCE.  ALL OTHER
 NU1071'REFERENCES ARE CORRECT.
 NU1071
 NU1071                          STATION RECOVERY (2005)
 NU1071
 NU1071'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NU1071'RECOVERED AS DESCRIBED, NOTE -- THE NORTHEAST - SOUTHWEST ROAD EXISTS.
 NU1071' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0483 ***********************************************************************
 QY0483  DESIGNATION -  H 290
 QY0483  PID         -  QY0483
 QY0483  STATE/COUNTY-  ID/LEMHI
 QY0483  USGS QUAD   -  NORTH FORK (1966)
 QY0483
 QY0483                         *CURRENT SURVEY CONTROL
 QY0483  ___________________________________________________________________
 QY0483* NAD 83(1986)-  45 24 27.     (N)    113 59 45.     (W)     SCALED    
 QY0483* NAVD 88     -      1104.492  (meters)    3623.65   (feet)  ADJUSTED  
 QY0483  ___________________________________________________________________
 QY0483  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 QY0483  DYNAMIC HT  -        1104.102 (meters)    3622.37  (feet)  COMP
 QY0483  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 QY0483
 QY0483  VERT ORDER  -  SECOND    CLASS 0
 QY0483
 QY0483.The horizontal coordinates were scaled from a topographic map and have
 QY0483.an estimated accuracy of +/- 6 seconds.
 QY0483
 QY0483.The orthometric height was determined by differential leveling
 QY0483.and adjusted by the National Geodetic Survey in June 1991..
 QY0483
 QY0483.The geoid height was determined by GEOID03.
 QY0483
 QY0483.The dynamic height is computed by dividing the NAVD 88
 QY0483.geopotential number by the normal gravity value computed on the
 QY0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0483.degrees latitude (g = 980.6199 gals.).
 QY0483
 QY0483.The modeled gravity was interpolated from observed gravity values.
 QY0483
 QY0483;                    North         East    Units  Estimated Accuracy
 QY0483;SPC ID C     -   415,600.      500,330.      MT  (+/- 180 meters Scaled)
 QY0483
 QY0483                          SUPERSEDED SURVEY CONTROL
 QY0483
 QY0483  NGVD 29 (??/??/92) 1103.37   (m)         3620.0    (f) COMPUTED    2 0
 QY0483
 QY0483.Superseded values are not recommended for survey control.
 QY0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0483.See file dsdata.txt to determine how the superseded data were derived.
 QY0483
 QY0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR655325(NAD 83)
 QY0483_MARKER: DB = BENCH MARK DISK
 QY0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0483_SP_SET: ABUTMENT
 QY0483_STAMPING: H 290 1945
 QY0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0483
 QY0483  HISTORY     - Date     Condition        Report By
 QY0483  HISTORY     - 1945     MONUMENTED       CGS
 QY0483  HISTORY     - 1958     MARK NOT FOUND   USGS
 QY0483
 QY0483                          STATION DESCRIPTION
 QY0483
 QY0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QY0483'IN NORTH FORK.
 QY0483'AT NORTH FORK, ABOUT 250 FEET SOUTHEAST OF THE POST OFFICE AND GROCERY
 QY0483'STORE, SET IN THE NORTHEAST CORNER OF THE NORTHWEST ABUTMENT OF THE
 QY0483'BRIDGE OVER NORTH FORK RIVER, 12 FEET NORTHEAST OF CENTER-LINE OF THE
 QY0483'HIGHWAY (U.S. NO. 93), 2.2 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 QY0483'ABUTMENT.  IRON BENCH MARK DISK.
 QY0483
 QY0483                          STATION RECOVERY (1958)
 QY0483
 QY0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QY0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0488 ***********************************************************************
 QY0488  DESIGNATION -  H 290 RESET
 QY0488  PID         -  QY0488
 QY0488  STATE/COUNTY-  ID/LEMHI
 QY0488  USGS QUAD   -  NORTH FORK (1966)
 QY0488
 QY0488                         *CURRENT SURVEY CONTROL
 QY0488  ___________________________________________________________________
 QY0488* NAD 83(1986)-  45 24 27.     (N)    113 59 45.     (W)     SCALED    
 QY0488* NAVD 88     -      1117.360  (meters)    3665.87   (feet)  ADJUSTED  
 QY0488  ___________________________________________________________________
 QY0488  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 QY0488  DYNAMIC HT  -        1116.966 (meters)    3664.58  (feet)  COMP
 QY0488  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 QY0488
 QY0488  VERT ORDER  -  SECOND    CLASS II
 QY0488
 QY0488.The horizontal coordinates were scaled from a topographic map and have
 QY0488.an estimated accuracy of +/- 6 seconds.
 QY0488
 QY0488.The orthometric height was determined by differential leveling
 QY0488.and adjusted by the National Geodetic Survey in October 1997..
 QY0488
 QY0488.The geoid height was determined by GEOID03.
 QY0488
 QY0488.The dynamic height is computed by dividing the NAVD 88
 QY0488.geopotential number by the normal gravity value computed on the
 QY0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0488.degrees latitude (g = 980.6199 gals.).
 QY0488
 QY0488.The modeled gravity was interpolated from observed gravity values.
 QY0488
 QY0488;                    North         East    Units  Estimated Accuracy
 QY0488;SPC ID C     -   415,600.      500,330.      MT  (+/- 180 meters Scaled)
 QY0488
 QY0488                          SUPERSEDED SURVEY CONTROL
 QY0488
 QY0488.No superseded survey control is available for this station.
 QY0488
 QY0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR655325(NAD 83)
 QY0488_MARKER: DB = BENCH MARK DISK
 QY0488_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QY0488_SP_SET: DRIVEWAY
 QY0488_STAMPING: H 290 RESET 1969
 QY0488_MARK LOGO: CGS   
 QY0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 QY0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QY0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QY0488+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2001
 QY0488
 QY0488  HISTORY     - Date     Condition        Report By
 QY0488  HISTORY     - 1969     MONUMENTED       CGS
 QY0488  HISTORY     - 19950619 GOOD             NGS
 QY0488  HISTORY     - 20010320 GOOD             IDTD
 QY0488
 QY0488                          STATION DESCRIPTION
 QY0488
 QY0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 QY0488'IN NORTH FORK.
 QY0488'AT NORTH FORK, IN THE FOREST SERVICE COMPLEX, AT THE NORTHEAST CORNER
 QY0488'OF A FOREST SERVICE HOUSE WITH GARAGE ATTACHED, THE MOST SOUTHWESTERLY
 QY0488'HOUSE IN THE COMPLEX, CEMENTED IN A DRILL HOLE IN THE CONCRETE
 QY0488'DRIVEWAY TO THE GARAGE.  IT IS 75 FEET WEST OF THE CENTER OF THE ROAD
 QY0488'TO THE COMPLEX, 5 FEET NORTH OF THE CENTER OF THE DRIVEWAY TO THE
 QY0488'GARAGE, 2.5 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 QY0488'GARAGE, AND 1 FOOT EAST OF THE FOUNDATION.
 QY0488
 QY0488                          STATION RECOVERY (1995)
 QY0488
 QY0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 QY0488'RECOVERED AS DESCRIBED.
 QY0488
 QY0488                          STATION RECOVERY (2001)
 QY0488
 QY0488'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JK)
 QY0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0044 ***********************************************************************
 OY0044  DESIGNATION -  H 292
 OY0044  PID         -  OY0044
 OY0044  STATE/COUNTY-  ID/JEFFERSON
 OY0044  USGS QUAD   -  LEWISVILLE (1979)
 OY0044
 OY0044                         *CURRENT SURVEY CONTROL
 OY0044  ___________________________________________________________________
 OY0044* NAD 83(1986)-  43 41 36.     (N)    112 06 46.     (W)     SCALED    
 OY0044* NAVD 88     -      1455.468  (meters)    4775.15   (feet)  ADJUSTED  
 OY0044  ___________________________________________________________________
 OY0044  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 OY0044  DYNAMIC HT  -        1454.747 (meters)    4772.78  (feet)  COMP
 OY0044  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 OY0044
 OY0044  VERT ORDER  -  FIRST     CLASS II
 OY0044
 OY0044.The horizontal coordinates were scaled from a topographic map and have
 OY0044.an estimated accuracy of +/- 6 seconds.
 OY0044
 OY0044.The orthometric height was determined by differential leveling
 OY0044.and adjusted by the National Geodetic Survey in June 1991..
 OY0044
 OY0044.The geoid height was determined by GEOID03.
 OY0044
 OY0044.The dynamic height is computed by dividing the NAVD 88
 OY0044.geopotential number by the normal gravity value computed on the
 OY0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0044.degrees latitude (g = 980.6199 gals.).
 OY0044
 OY0044.The modeled gravity was interpolated from observed gravity values.
 OY0044
 OY0044;                    North         East    Units  Estimated Accuracy
 OY0044;SPC ID E     -   225,130.      204,340.      MT  (+/- 180 meters Scaled)
 OY0044
 OY0044                          SUPERSEDED SURVEY CONTROL
 OY0044
 OY0044  NGVD 29 (08/20/92) 1454.402  (m)         4771.65   (f) ADJUSTED    1 2
 OY0044
 OY0044.Superseded values are not recommended for survey control.
 OY0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0044.See file dsdata.txt to determine how the superseded data were derived.
 OY0044
 OY0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP103384(NAD 83)
 OY0044_MARKER: DB = BENCH MARK DISK
 OY0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0044_SP_SET: CONCRETE POST
 OY0044_STAMPING: H 292 1945
 OY0044_MARK LOGO: CGS   
 OY0044_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0044+STABILITY: SURFACE MOTION
 OY0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0044+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0044
 OY0044  HISTORY     - Date     Condition        Report By
 OY0044  HISTORY     - 1945     MONUMENTED       CGS
 OY0044  HISTORY     - 1967     GOOD             NGS
 OY0044  HISTORY     - 19920625 GOOD             NGS
 OY0044
 OY0044                          STATION DESCRIPTION
 OY0044
 OY0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0044'2.05 MI S FROM ROBERTS.
 OY0044'2.05 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0044'ROBERTS, 177 FEET SOUTHWEST AND ACROSS THE TRACK FROM MILEPOLE 200,
 OY0044'95.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 52 FEET NORTHEAST OF THE
 OY0044'CENTER LINE OF U.S. HIGHWAY 91, 17 FEET NORTHWEST OF TELEPHONE POLE 6,
 OY0044'2.5 FEET NORTHEAST OF A FENCE, 4.4 FEET EAST OF A WITNESS POST, ABOUT
 OY0044'2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OY0044'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OY0044
 OY0044                          STATION RECOVERY (1992)
 OY0044
 OY0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0044'3.3 KM (2.05 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0044'JUNCTION OF STATE HIGHWAY 48 IN ROBERTS, 29.3 M (96.1 FT) SOUTHWEST
 OY0044'OF THE NEAR RAIL, 15.8 M (51.8 FT) NORTHEAST OF THE CENTER OF A PAVED
 OY0044'ROAD (OLD U.S. HIGHWAY 91), 1.5 M (4.9 FT) SOUTH OF A WITNESS POST,
 OY0044'0.9 M (3.0 FT) NORTHEAST OF A FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL
 OY0044'OF THE TRACK, AND THE MONUMENT PROJETCS 0.01 M (0.03 FT) ABOVE THE
 OY0044'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0336 ***********************************************************************
 OH0336  DESIGNATION -  H 294
 OH0336  PID         -  OH0336
 OH0336  STATE/COUNTY-  ID/OWYHEE
 OH0336  USGS QUAD   -  OPALENE GULCH (1992)
 OH0336
 OH0336                         *CURRENT SURVEY CONTROL
 OH0336  ___________________________________________________________________
 OH0336* NAD 83(1986)-  43 29 22.     (N)    116 47 18.     (W)     SCALED    
 OH0336* NAVD 88     -       693.189  (meters)    2274.24   (feet)  ADJUSTED  
 OH0336  ___________________________________________________________________
 OH0336  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 OH0336  DYNAMIC HT  -         692.929 (meters)    2273.38  (feet)  COMP
 OH0336  MODELED GRAV-     980,223.0   (mgal)                       NAVD 88
 OH0336
 OH0336  VERT ORDER  -  SECOND    CLASS 0
 OH0336
 OH0336.The horizontal coordinates were scaled from a topographic map and have
 OH0336.an estimated accuracy of +/- 6 seconds.
 OH0336
 OH0336.The orthometric height was determined by differential leveling
 OH0336.and adjusted by the National Geodetic Survey in June 1991..
 OH0336
 OH0336.The geoid height was determined by GEOID03.
 OH0336
 OH0336.The dynamic height is computed by dividing the NAVD 88
 OH0336.geopotential number by the normal gravity value computed on the
 OH0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0336.degrees latitude (g = 980.6199 gals.).
 OH0336
 OH0336.The modeled gravity was interpolated from observed gravity values.
 OH0336
 OH0336;                    North         East    Units  Estimated Accuracy
 OH0336;SPC ID W     -   202,990.      716,010.      MT  (+/- 180 meters Scaled)
 OH0336
 OH0336                          SUPERSEDED SURVEY CONTROL
 OH0336
 OH0336  NGVD 29 (??/??/92)  692.245  (m)         2271.14   (f) ADJ UNCH    2 0
 OH0336
 OH0336.Superseded values are not recommended for survey control.
 OH0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0336.See file dsdata.txt to determine how the superseded data were derived.
 OH0336
 OH0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ171151(NAD 83)
 OH0336_MARKER: DB = BENCH MARK DISK
 OH0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0336_STAMPING: H 294 1944
 OH0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0336+STABILITY: SURFACE MOTION
 OH0336
 OH0336  HISTORY     - Date     Condition        Report By
 OH0336  HISTORY     - 1944     MONUMENTED       CGS
 OH0336  HISTORY     - 1957     GOOD             USGS
 OH0336
 OH0336                          STATION DESCRIPTION
 OH0336
 OH0336'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OH0336'4.6 MI S FROM MARSING.
 OH0336'4.6 MILES SOUTH OF THE RAILROAD STATION AT MARSING, OWYHEE COUNTY,
 OH0336'ALONG THE FORMER MARSING TO MURPHY HIGHWAY, THENCE 0.25 MILES
 OH0336'NORTHEAST OF THE PRESENTLY TRAVELED HIGHWAY, 62 FEET NORTH OF AN E-W
 OH0336'ROAD TO AN OLD RANCH, 91 FEET NORTH OF A ROAD Y, AND 69 FEET EAST OF A
 OH0336'DIM ROAD NORTH (THE ORIGINAL HIGHWAY TO MARSING).  A STANDARD BRONZE
 OH0336'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0270 ***********************************************************************
 OH0270  DESIGNATION -  H 295
 OH0270  PID         -  OH0270
 OH0270  STATE/COUNTY-  ID/ADA
 OH0270  USGS QUAD   -  WALTERS BUTTE (1992)
 OH0270
 OH0270                         *CURRENT SURVEY CONTROL
 OH0270  ___________________________________________________________________
 OH0270* NAD 83(1986)-  43 17 10.     (N)    116 30 15.     (W)     SCALED    
 OH0270* NAVD 88     -       693.135  (meters)    2274.06   (feet)  ADJUSTED  
 OH0270  ___________________________________________________________________
 OH0270  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 OH0270  DYNAMIC HT  -         692.862 (meters)    2273.16  (feet)  COMP
 OH0270  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 OH0270
 OH0270  VERT ORDER  -  SECOND    CLASS 0
 OH0270
 OH0270.The horizontal coordinates were scaled from a topographic map and have
 OH0270.an estimated accuracy of +/- 6 seconds.
 OH0270
 OH0270.The orthometric height was determined by differential leveling
 OH0270.and adjusted by the National Geodetic Survey in June 1991..
 OH0270
 OH0270.The geoid height was determined by GEOID03.
 OH0270
 OH0270.The dynamic height is computed by dividing the NAVD 88
 OH0270.geopotential number by the normal gravity value computed on the
 OH0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0270.degrees latitude (g = 980.6199 gals.).
 OH0270
 OH0270.The modeled gravity was interpolated from observed gravity values.
 OH0270
 OH0270;                    North         East    Units  Estimated Accuracy
 OH0270;SPC ID W     -   180,160.      738,800.      MT  (+/- 180 meters Scaled)
 OH0270
 OH0270                          SUPERSEDED SURVEY CONTROL
 OH0270
 OH0270  NGVD 29 (??/??/92)  692.213  (m)         2271.04   (f) ADJ UNCH    2 0
 OH0270
 OH0270.Superseded values are not recommended for survey control.
 OH0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0270.See file dsdata.txt to determine how the superseded data were derived.
 OH0270
 OH0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH402927(NAD 83)
 OH0270_MARKER: DB = BENCH MARK DISK
 OH0270_SETTING: 80 = SET IN A BOULDER
 OH0270_SP_SET: ROCK BOULDER
 OH0270_STAMPING: H 295 1944
 OH0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0270+STABILITY: SURFACE MOTION
 OH0270
 OH0270  HISTORY     - Date     Condition        Report By
 OH0270  HISTORY     - 1944     MONUMENTED       CGS
 OH0270
 OH0270                          STATION DESCRIPTION
 OH0270
 OH0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0270'9.1 MI NW FROM SWAN FALLS DAM.
 OH0270'9.1 MILES NORTHWEST OF THE DAM AT SWAN FALLS DAM, ADA COUNTY, IN THE
 OH0270'CANYON ALONG THE NORTHEAST BANK OF THE SNAKE RIVER, NORTH AND ACROSS
 OH0270'THE RIVER FROM THE MOUTH OF A CREEK, 85 YARDS SOUTHEAST OF A TURN OUT
 OH0270'IN THE ROAD, 8.1 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD,
 OH0270'24 YARDS NORTHEAST OF A 5 FOOT RIVER EMBANKMENT.  A STANDARD BRONZE
 OH0270'DISK SET IN A ROCK BOULDER 1 FOOT ABOVE THE ROAD AND 6 INCHES ABOVE
 OH0270'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0313 ***********************************************************************
 OH0313  DESIGNATION -  H 296
 OH0313  PID         -  OH0313
 OH0313  STATE/COUNTY-  ID/OWYHEE
 OH0313  USGS QUAD   -  JACKASS BUTTE (1992)
 OH0313
 OH0313                         *CURRENT SURVEY CONTROL
 OH0313  ___________________________________________________________________
 OH0313* NAD 83(1986)-  43 03 31.     (N)    116 12 29.     (W)     SCALED    
 OH0313* NAVD 88     -       718.693  (meters)    2357.91   (feet)  ADJUSTED  
 OH0313  ___________________________________________________________________
 OH0313  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 OH0313  DYNAMIC HT  -         718.406 (meters)    2356.97  (feet)  COMP
 OH0313  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 OH0313
 OH0313  VERT ORDER  -  SECOND    CLASS 0
 OH0313
 OH0313.The horizontal coordinates were scaled from a topographic map and have
 OH0313.an estimated accuracy of +/- 6 seconds.
 OH0313
 OH0313.The orthometric height was determined by differential leveling
 OH0313.and adjusted by the National Geodetic Survey in June 1991..
 OH0313
 OH0313.The geoid height was determined by GEOID03.
 OH0313
 OH0313.The dynamic height is computed by dividing the NAVD 88
 OH0313.geopotential number by the normal gravity value computed on the
 OH0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0313.degrees latitude (g = 980.6199 gals.).
 OH0313
 OH0313.The modeled gravity was interpolated from observed gravity values.
 OH0313
 OH0313;                    North         East    Units  Estimated Accuracy
 OH0313;SPC ID W     -   154,710.      762,690.      MT  (+/- 180 meters Scaled)
 OH0313
 OH0313                          SUPERSEDED SURVEY CONTROL
 OH0313
 OH0313  NGVD 29 (??/??/92)  717.805  (m)         2355.00   (f) ADJ UNCH    2 0
 OH0313
 OH0313.Superseded values are not recommended for survey control.
 OH0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0313.See file dsdata.txt to determine how the superseded data were derived.
 OH0313
 OH0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH644676(NAD 83)
 OH0313_MARKER: DB = BENCH MARK DISK
 OH0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0313_STAMPING: H 296 1944
 OH0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0313+STABILITY: SURFACE MOTION
 OH0313
 OH0313  HISTORY     - Date     Condition        Report By
 OH0313  HISTORY     - 1944     MONUMENTED       CGS
 OH0313  HISTORY     - 19890925 MARK NOT FOUND   USPSQD
 OH0313
 OH0313                          STATION DESCRIPTION
 OH0313
 OH0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0313'10.0 MI NW FROM GRAND VIEW.
 OH0313'10.0 MILES NORTHWEST OF THE SNAKE RIVER BRIDGE AT GRAND VIEW, OWYHEE
 OH0313'COUNTY, FOLLOW THE OLD OREANA ROAD NORTHWEST PARALLELING THE RIVER FOR
 OH0313'8.8 MILES TO THE CROSSROADS, THENCE NORTH ALONG THE DIRT ROAD FOR 1.2
 OH0313'MILES TO A LARGE RANCH, THENCE NORTH OF A GROUP OF RANCH BUILDINGS AND
 OH0313'FEEDING LOTS, AT THE NORTHWEST CORNER OF A FEEDING LOT, 0.15 MILE
 OH0313'NORTH OF A WHITE RANCH HOUSE, IN A FENCE CORNER WHERE THE LANE MAKES A
 OH0313'SLIGHT S CURVE, 4.2 FEET SOUTHWEST OF A FENCE CORNER, 4 FEET SOUTH OF
 OH0313'A FENCE AROUND A FIELD, 8 FEET EAST OF THE CENTERLINE OF THE ROAD, 3
 OH0313'FEET NORTHWEST OF A POWER POLE, AND 2 FEET SOUTHEAST OF A 4 X 4 INCH
 OH0313'WHITE WOODEN POST.  A STANDARD BRONZE DISK SET IN THE TOP OF A
 OH0313'CONCRETE POST 2 INCHES ABOVE THE GROUND.
 OH0313
 OH0313                          STATION RECOVERY (1989)
 OH0313
 OH0313'RECOVERY NOTE BY US POWER SQUADRON 1989 (JS)
 OH0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0703 ***********************************************************************
 NV0703  DESIGNATION -  H 297
 NV0703  PID         -  NV0703
 NV0703  STATE/COUNTY-  ID/OWYHEE
 NV0703  USGS QUAD   -  C J STRIKE DAM (1992)
 NV0703
 NV0703                         *CURRENT SURVEY CONTROL
 NV0703  ___________________________________________________________________
 NV0703* NAD 83(1986)-  42 58 51.     (N)    115 54 08.     (W)     SCALED    
 NV0703* NAVD 88     -       735.409  (meters)    2412.75   (feet)  ADJUSTED  
 NV0703  ___________________________________________________________________
 NV0703  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 NV0703  DYNAMIC HT  -         735.091 (meters)    2411.71  (feet)  COMP
 NV0703  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 NV0703
 NV0703  VERT ORDER  -  SECOND    CLASS 0
 NV0703
 NV0703.The horizontal coordinates were scaled from a topographic map and have
 NV0703.an estimated accuracy of +/- 6 seconds.
 NV0703
 NV0703.The orthometric height was determined by differential leveling
 NV0703.and adjusted by the National Geodetic Survey in June 1991..
 NV0703
 NV0703.The geoid height was determined by GEOID03.
 NV0703
 NV0703.The dynamic height is computed by dividing the NAVD 88
 NV0703.geopotential number by the normal gravity value computed on the
 NV0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0703.degrees latitude (g = 980.6199 gals.).
 NV0703
 NV0703.The modeled gravity was interpolated from observed gravity values.
 NV0703
 NV0703;                    North         East    Units  Estimated Accuracy
 NV0703;SPC ID W     -   145,980.      787,590.      MT  (+/- 180 meters Scaled)
 NV0703
 NV0703                          SUPERSEDED SURVEY CONTROL
 NV0703
 NV0703  NGVD 29 (??/??/92)  734.540  (m)         2409.90   (f) ADJ UNCH    2 0
 NV0703
 NV0703.Superseded values are not recommended for survey control.
 NV0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0703.See file dsdata.txt to determine how the superseded data were derived.
 NV0703
 NV0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH895592(NAD 83)
 NV0703_MARKER: DB = BENCH MARK DISK
 NV0703_SETTING: 66 = SET IN ROCK OUTCROP
 NV0703_SP_SET: ROCK OUTCROP
 NV0703_STAMPING: H 297 1944
 NV0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0703+STABILITY: POSITION/ELEVATION WELL
 NV0703
 NV0703  HISTORY     - Date     Condition        Report By
 NV0703  HISTORY     - 1944     MONUMENTED       CGS
 NV0703
 NV0703                          STATION DESCRIPTION
 NV0703
 NV0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NV0703'16.2 MI E FROM GRANDVIEW.
 NV0703'ALONG THE SOUTH BANK OF THE SNAKE RIVER, IN A DEEP CANYON INACCESSIBLE
 NV0703'BY TRUCK.  7.8 MILES NORTHEAST OF THE MOUTH OF THE BRUNEAU RIVER. 4.4
 NV0703'MILES WEST OF A SMALL FARM HOUSE AT CRANE FALLS. AT THE EAST END OF A
 NV0703'LARGE CIRCULAR FLAT.  ON THE STEEP SLOP OF THE FIRST ROCKY RIDGE
 NV0703'SOUTHEAST OF THE CIRCULAR FLAT.  35 YARDS EAST OF A WASH. 40 FEET
 NV0703'SOUTHEAST OF THE RIVER BANK.  25 FEET ABOVE THE PRESENT WATER LEVEL. 2
 NV0703'FEET EAST OF A TRAIL.  SET ON TOP OF A 3 FOOT ROCK OUTCROP. 2 FEET
 NV0703'ABOVE GROUND.  WHITE BM AND ARROWS PAINTED ON ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0726 ***********************************************************************
 NV0726  DESIGNATION -  H 298
 NV0726  PID         -  NV0726
 NV0726  STATE/COUNTY-  ID/ELMORE
 NV0726  USGS QUAD   -  INDIAN COVE (1992)
 NV0726
 NV0726                         *CURRENT SURVEY CONTROL
 NV0726  ___________________________________________________________________
 NV0726* NAD 83(1986)-  42 56 20.     (N)    115 35 19.     (W)     SCALED    
 NV0726* NAVD 88     -       758.587  (meters)    2488.80   (feet)  ADJUSTED  
 NV0726  ___________________________________________________________________
 NV0726  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 NV0726  DYNAMIC HT  -         758.276 (meters)    2487.78  (feet)  COMP
 NV0726  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 NV0726
 NV0726  VERT ORDER  -  SECOND    CLASS 0
 NV0726
 NV0726.The horizontal coordinates were scaled from a topographic map and have
 NV0726.an estimated accuracy of +/- 6 seconds.
 NV0726
 NV0726.The orthometric height was determined by differential leveling
 NV0726.and adjusted by the National Geodetic Survey in June 1991..
 NV0726
 NV0726.The geoid height was determined by GEOID03.
 NV0726
 NV0726.The dynamic height is computed by dividing the NAVD 88
 NV0726.geopotential number by the normal gravity value computed on the
 NV0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0726.degrees latitude (g = 980.6199 gals.).
 NV0726
 NV0726.The modeled gravity was interpolated from observed gravity values.
 NV0726
 NV0726;                    North         East    Units  Estimated Accuracy
 NV0726;SPC ID W     -   141,320.      813,170.      MT  (+/- 180 meters Scaled)
 NV0726
 NV0726                          SUPERSEDED SURVEY CONTROL
 NV0726
 NV0726  NGVD 29 (??/??/92)  757.768  (m)         2486.11   (f) ADJ UNCH    2 0
 NV0726
 NV0726.Superseded values are not recommended for survey control.
 NV0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0726.See file dsdata.txt to determine how the superseded data were derived.
 NV0726
 NV0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH151549(NAD 83)
 NV0726_MARKER: DB = BENCH MARK DISK
 NV0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0726_STAMPING: H 298 1945
 NV0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0726+STABILITY: SURFACE MOTION
 NV0726
 NV0726  HISTORY     - Date     Condition        Report By
 NV0726  HISTORY     - 1945     MONUMENTED       CGS
 NV0726
 NV0726                          STATION DESCRIPTION
 NV0726
 NV0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0726'7.5 MI W FROM HAMMETT.
 NV0726'7.5 MILES WEST OF THE RAILROAD STATION AT HAMMETT, ELMORE COUNTY,
 NV0726'ALONG THE NORTH BANK OF THE SNAKE RIVER, AND A TRACK ROAD LEADING WEST
 NV0726'FROM THE SNAKE RIVER BRIDGE SOUTHWEST OF HAMMETT, 3.7 MILES WEST OF
 NV0726'THE NORTH END OF THE SNAKE RIVER BRIDGE SOUTHWEST OF HAMMETT, 0.8 MI.
 NV0726'E OF A DEEP RAVINE WHERE THE ROAD COMES DOWN INTO SNAKE RIVER CANYON
 NV0726'FROM THE NORTH, 60 YARDS NORTH OF THE NORTH BANK OF THE RIVER, 20 FEET
 NV0726'NORTH OF THE CENTERLINE OF A TRACK ROAD, 1 FOOT WEST OF A FENCE LINE
 NV0726'RUNNING NORTH-SOUTH FROM RIMROCK TO THE RIVER.  THERE IS A LARGE ROCK
 NV0726'PROJECTING 12 FEET FROM THE WATER, IN THE MIDDLE OF THE RIVER, AND IS
 NV0726'ABOUT 100 YARDS EAST OF TWO ISLANDS.  THE BENCH MARK IS SET OPPOSITE A
 NV0726'MIDWAY POINT BETWEEN THE TWO ISLANDS AND THE ABOVE MENTIONED ROCK AND
 NV0726'3.5 FEET NORTH OF A 4 X 4 INCH WHITE POST.  A STANDARD BRONZE DISK SET
 NV0726'IN THE TOP OF A CONCRETE POST 1 FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0401 ***********************************************************************
 NV0401  DESIGNATION -  H 299
 NV0401  PID         -  NV0401
 NV0401  STATE/COUNTY-  ID/GOODING
 NV0401  USGS QUAD   -  HAGERMAN (1992)
 NV0401
 NV0401                         *CURRENT SURVEY CONTROL
 NV0401  ___________________________________________________________________
 NV0401* NAD 83(1986)-  42 46 08.     (N)    114 55 35.     (W)     SCALED    
 NV0401* NAVD 88     -       857.324  (meters)    2812.74   (feet)  ADJUSTED  
 NV0401  ___________________________________________________________________
 NV0401  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 NV0401  DYNAMIC HT  -         856.914 (meters)    2811.39  (feet)  COMP
 NV0401  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 NV0401
 NV0401  VERT ORDER  -  SECOND    CLASS 0
 NV0401
 NV0401.The horizontal coordinates were scaled from a topographic map and have
 NV0401.an estimated accuracy of +/- 6 seconds.
 NV0401
 NV0401.The orthometric height was determined by differential leveling
 NV0401.and adjusted by the National Geodetic Survey in June 1991..
 NV0401
 NV0401.The geoid height was determined by GEOID03.
 NV0401
 NV0401.The dynamic height is computed by dividing the NAVD 88
 NV0401.geopotential number by the normal gravity value computed on the
 NV0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0401.degrees latitude (g = 980.6199 gals.).
 NV0401
 NV0401.The modeled gravity was interpolated from observed gravity values.
 NV0401
 NV0401;                    North         East    Units  Estimated Accuracy
 NV0401;SPC ID C     -   122,840.      424,180.      MT  (+/- 180 meters Scaled)
 NV0401
 NV0401                          SUPERSEDED SURVEY CONTROL
 NV0401
 NV0401  NGVD 29 (??/??/92)  856.490  (m)         2810.00   (f) ADJ UNCH    2 0
 NV0401
 NV0401.Superseded values are not recommended for survey control.
 NV0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0401.See file dsdata.txt to determine how the superseded data were derived.
 NV0401
 NV0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH696372(NAD 83)
 NV0401_MARKER: DB = BENCH MARK DISK
 NV0401_SETTING: 66 = SET IN ROCK OUTCROP
 NV0401_SP_SET: BEDROCK
 NV0401_STAMPING: H 299 1945
 NV0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0401+STABILITY: POSITION/ELEVATION WELL
 NV0401
 NV0401  HISTORY     - Date     Condition        Report By
 NV0401  HISTORY     - 1945     MONUMENTED       CGS
 NV0401
 NV0401                          STATION DESCRIPTION
 NV0401
 NV0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0401'5.4 MI SW FROM HAGERMAN.
 NV0401'5.4 MILES SOUTHWEST OF THE POST OFFICE BY ROAD.  ALONG THE NORTHEAST
 NV0401'BANK OF THE SNAKE RIVER.  ACROSS RIVER FROM THE UPPER SALMON POWER
 NV0401'PLAINT.  TO REACH FROM THE POST OFFICE AT HAGERMAN, FOLLOW HIGHWAY
 NV0401'U.S. 30 SOUTH FOR 0.3 MILE TO A CROSS ROADS.  TURN WEST AT CROSS ROADS
 NV0401'AND FOLLOW GRAVELED ROAD FOR 1.0 MILE TO A Y INTERSECTION. TAKE THE
 NV0401'LEFT FORK SOUTH FOR 1.1 MILES TO A SIGN READING BUCKEYE RANCH.
 NV0401'CONTINUE SOUTH OR STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 2.0 MILES
 NV0401'TO THE BUCKEYE RANCH HOUSE.  CONTINUE WEST ON THIS ROAD, PAST THE
 NV0401'RANCH HOUSE, FOR 0.2 MILE TO A FIELD ROAD LEFT.  TURN LEFT, THENCE
 NV0401'WESTERLY FOR 0.4 MILE TO THE BOTTOM OF A STEEP GRADE AND ROAD FORKS.
 NV0401'TAKE LEFT FORK SOUTH, TOWARD POWER PLANT, FOR 0.4 MILE TO A ROCK CAIRN
 NV0401'AND BENCH MARK.  ACROSS RIVER AND SLIGHTLY DOWN STREAM FROM THE POWER
 NV0401'HOUSE.  25 FEET NORTH OF THE RIVER EMBANKMENT.  ABOUT 15 FEET HIGHER
 NV0401'THAN THE FLAT ROCK OUTCROP OF CHANNEL.  2.5 FEET NORTHWEST OF A 4 INCH
 NV0401'BY 4 INCH WHITE WOODEN POST.  SET IN BED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0564 ***********************************************************************
 OY0564  DESIGNATION -  H 3
 OY0564  PID         -  OY0564
 OY0564  STATE/COUNTY-  ID/CUSTER
 OY0564  USGS QUAD   -  METHODIST CREEK (1969)
 OY0564
 OY0564                         *CURRENT SURVEY CONTROL
 OY0564  ___________________________________________________________________
 OY0564* NAD 83(1986)-  43 56 44.     (N)    113 26 41.     (W)     SCALED    
 OY0564* NAVD 88     -      1929.028  (meters)    6328.82   (feet)  ADJUSTED  
 OY0564  ___________________________________________________________________
 OY0564  GEOID HEIGHT-         -11.22  (meters)                     GEOID03
 OY0564  DYNAMIC HT  -        1927.815 (meters)    6324.84  (feet)  COMP
 OY0564  MODELED GRAV-     979,921.7   (mgal)                       NAVD 88
 OY0564
 OY0564  VERT ORDER  -  SECOND    CLASS 0
 OY0564
 OY0564.The horizontal coordinates were scaled from a topographic map and have
 OY0564.an estimated accuracy of +/- 6 seconds.
 OY0564
 OY0564.The orthometric height was determined by differential leveling
 OY0564.and adjusted by the National Geodetic Survey in June 1991..
 OY0564
 OY0564.The geoid height was determined by GEOID03.
 OY0564
 OY0564.The dynamic height is computed by dividing the NAVD 88
 OY0564.geopotential number by the normal gravity value computed on the
 OY0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0564.degrees latitude (g = 980.6199 gals.).
 OY0564
 OY0564.The modeled gravity was interpolated from observed gravity values.
 OY0564
 OY0564;                    North         East    Units  Estimated Accuracy
 OY0564;SPC ID C     -   253,300.      544,580.      MT  (+/- 180 meters Scaled)
 OY0564
 OY0564                          SUPERSEDED SURVEY CONTROL
 OY0564
 OY0564  NGVD 29 (??/??/92) 1927.751  (m)         6324.63   (f) ADJ UNCH    2 0
 OY0564
 OY0564.Superseded values are not recommended for survey control.
 OY0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0564.See file dsdata.txt to determine how the superseded data were derived.
 OY0564
 OY0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP038687(NAD 83)
 OY0564_MARKER: DD = SURVEY DISK
 OY0564_SETTING: 80 = SET IN A BOULDER
 OY0564_SP_SET: BOULDER
 OY0564_STAMPING: H 3 1932
 OY0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0564+STABILITY: SURFACE MOTION
 OY0564
 OY0564  HISTORY     - Date     Condition        Report By
 OY0564  HISTORY     - 1932     MONUMENTED       USGS
 OY0564  HISTORY     - 1948     GOOD             NGS
 OY0564  HISTORY     - 20050609 MARK NOT FOUND   IDTD
 OY0564
 OY0564                          STATION DESCRIPTION
 OY0564
 OY0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0564'6.6 MI N FROM LESLIE.
 OY0564'ABOUT 6.6 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE POST OFFICE
 OY0564'AT LESLIE, IN THE PASS CREEK GORGE, 10.5 FEET WEST OF THE CENTER LINE
 OY0564'OF THE ROAD, SET IN THE TOP OF A HUGE RED BOULDER PROJECTING 4.0 FEET
 OY0564'ABOVE THE GROUND.
 OY0564
 OY0564                          STATION RECOVERY (2005)
 OY0564
 OY0564'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (RLR)
 OY0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0575 ***********************************************************************
 NU0575  DESIGNATION -  H 3
 NU0575  PID         -  NU0575
 NU0575  STATE/COUNTY-  ID/POWER
 NU0575  USGS QUAD   -  WHEATGRASS BENCH (1971)
 NU0575
 NU0575                         *CURRENT SURVEY CONTROL
 NU0575  ___________________________________________________________________
 NU0575* NAD 83(1986)-  42 51 26.     (N)    112 43 47.     (W)     SCALED    
 NU0575* NAVD 88     -      1345.617  (meters)    4414.75   (feet)  ADJUSTED  
 NU0575  ___________________________________________________________________
 NU0575  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 NU0575  DYNAMIC HT  -        1344.850 (meters)    4412.23  (feet)  COMP
 NU0575  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 NU0575
 NU0575  VERT ORDER  -  FIRST     CLASS II
 NU0575
 NU0575.The horizontal coordinates were scaled from a topographic map and have
 NU0575.an estimated accuracy of +/- 6 seconds.
 NU0575
 NU0575.The orthometric height was determined by differential leveling
 NU0575.and adjusted by the National Geodetic Survey in June 1991..
 NU0575
 NU0575.The geoid height was determined by GEOID03.
 NU0575
 NU0575.The dynamic height is computed by dividing the NAVD 88
 NU0575.geopotential number by the normal gravity value computed on the
 NU0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0575.degrees latitude (g = 980.6199 gals.).
 NU0575
 NU0575.The modeled gravity was interpolated from observed gravity values.
 NU0575
 NU0575;                    North         East    Units  Estimated Accuracy
 NU0575;SPC ID E     -   132,390.      153,980.      MT  (+/- 180 meters Scaled)
 NU0575
 NU0575                          SUPERSEDED SURVEY CONTROL
 NU0575
 NU0575  NGVD 29 (??/??/92) 1344.587  (m)         4411.37   (f) ADJ UNCH    1 2
 NU0575
 NU0575.Superseded values are not recommended for survey control.
 NU0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0575.See file dsdata.txt to determine how the superseded data were derived.
 NU0575
 NU0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN586464(NAD 83)
 NU0575_MARKER: Z = SEE DESCRIPTION
 NU0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0575_SP_SET: LAVA POST
 NU0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0575+STABILITY: SURFACE MOTION
 NU0575
 NU0575  HISTORY     - Date     Condition        Report By
 NU0575  HISTORY     - UNK      MONUMENTED       CGS
 NU0575  HISTORY     - 1941     GOOD             NGS
 NU0575  HISTORY     - 1960     MARK NOT FOUND   NGS
 NU0575
 NU0575                          STATION DESCRIPTION
 NU0575
 NU0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NU0575'8.3 MI NE FROM AMERICAN FALLS.
 NU0575'8.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0575'AT AMERICAN FALLS, POWER COUNTY, 6 POLES SOUTHWEST OF THE STATION SIGN
 NU0575'AT BANNOCK, 6 POLES NORTHEAST OF THE SOUTHWEST SWITCH OF THE SIDING,
 NU0575'80 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 29 FEET
 NU0575'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND NEAR A WHITE WOODEN WITNESS
 NU0575'POST.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A BLACK LAVA POST,
 NU0575'LETTERED U.S.B.M. AND PROJECTING ABOUT 2 INCHES ABOVE GROUND. NOTE--
 NU0575'IN A FIELD THAT HAS RECENTLY BEEN CULTIVATED BUT NOW GROWN TO PASTURE
 NU0575'LAND.  BELIEVED DESTROYED DURING CULTIVATION, OR LOST BECAUSE COVERED.
 NU0575
 NU0575                          STATION RECOVERY (1960)
 NU0575
 NU0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1165 ***********************************************************************
 NU1165  DESIGNATION -  H 30
 NU1165  PID         -  NU1165
 NU1165  STATE/COUNTY-  ID/MINIDOKA
 NU1165  USGS QUAD   -  RUPERT (1976)
 NU1165
 NU1165                         *CURRENT SURVEY CONTROL
 NU1165  ___________________________________________________________________
 NU1165* NAD 83(1992)-  42 34 21.62402(N)    113 43 54.39515(W)     ADJUSTED  
 NU1165* NAVD 88     -      1266.079  (meters)    4153.79   (feet)  ADJUSTED  
 NU1165  ___________________________________________________________________
 NU1165  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 NU1165  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NU1165  DYNAMIC HT  -        1265.359 (meters)    4151.43  (feet)  COMP
 NU1165  MODELED GRAV-     980,008.6   (mgal)                       NAVD 88
 NU1165
 NU1165  HORZ ORDER  -  SECOND
 NU1165  VERT ORDER  -  FIRST     CLASS II
 NU1165
 NU1165.The horizontal coordinates were established by classical geodetic methods
 NU1165.and adjusted by the National Geodetic Survey in July 1992..
 NU1165
 NU1165.The orthometric height was determined by differential leveling
 NU1165.and adjusted by the National Geodetic Survey in June 1991..
 NU1165.WARNING-Repeat measurements at this control monument indicate possible
 NU1165.vertical movement.
 NU1165
 NU1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1165
 NU1165.The geoid height was determined by GEOID03.
 NU1165
 NU1165.The dynamic height is computed by dividing the NAVD 88
 NU1165.geopotential number by the normal gravity value computed on the
 NU1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1165.degrees latitude (g = 980.6199 gals.).
 NU1165
 NU1165.The modeled gravity was interpolated from observed gravity values.
 NU1165
 NU1165;                    North         East     Units Scale Factor Converg.
 NU1165;SPC ID C     -   100,664.819   522,021.011   MT  0.99995333   +0 10 53.3
 NU1165;UTM  12      - 4,716,980.083   275,793.278   MT  1.00021851   -1 50 56.0
 NU1165
 NU1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1165!SPC ID C     -   0.99980376  x   0.99995333  =   0.99975710
 NU1165!UTM  12      -   0.99980376  x   1.00021851  =   1.00002222
 NU1165
 NU1165                          SUPERSEDED SURVEY CONTROL
 NU1165
 NU1165  NAD 83(1986)-  42 34 21.62343(N)    113 43 54.39132(W) AD(       ) 2
 NU1165  NAD 27      -  42 34 21.94700(N)    113 43 51.34100(W) AD(       ) 2
 NU1165  NGVD 29 (??/??/92) 1265.115  (m)         4150.63   (f) ADJ UNCH    1 2
 NU1165
 NU1165.Superseded values are not recommended for survey control.
 NU1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1165.See file dsdata.txt to determine how the superseded data were derived.
 NU1165
 NU1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7579316980(NAD 83)
 NU1165_MARKER: DB = BENCH MARK DISK
 NU1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1165_STAMPING: H 30 1934
 NU1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1165+STABILITY: SURFACE MOTION
 NU1165
 NU1165  HISTORY     - Date     Condition        Report By
 NU1165  HISTORY     - 1950     MONUMENTED       CGS
 NU1165  HISTORY     - 1960     GOOD             NGS
 NU1165
 NU1165                          STATION DESCRIPTION
 NU1165
 NU1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NU1165'TO REACH STATION AMALGA FROM THE SOUTHEAST CORNER OF THE SQUARE
 NU1165'IN RUPERT GO SOUTH ON F STREET FOR 0.2 MILE TO U.S. HIGHWAY
 NU1165'30N.  TURN RIGHT, SOUTHWEST, AND GO 3.8 MILES TO STATION AMALGA
 NU1165'ON THE RIGHT.
 NU1165'
 NU1165'THE MARK IS A STANDARD BENCH MARK DISK SET
 NU1165'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS
 NU1165'4 INCHES.  IT IS IN THE RIGHT-OF-WAY FENCE LINE AND 15 FEET
 NU1165'SOUTHEAST OF THE RAILROAD TRACKS.  THE DISK IS STAMPED--H30
 NU1165'1934.  THE MARK IS ABOUT 3 FEET HIGHER THAN THE STATION.
 NU1165
 NU1165                          STATION RECOVERY (1960)
 NU1165
 NU1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU1165'4.0 MI N FROM BURLEY.
 NU1165'4.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU1165'BURLEY, 177.77 FEET NORTHEAST OF TRIANGULATION STATION AMALGA 1950,
 NU1165'125 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 30N, 60 FEET SOUTHEAST
 NU1165'OF MILEAGE 17.76, 18 FEET EAST OF THE CENTERLINE OF THE TRACK, SET IN
 NU1165'A PRECAST CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0350 ***********************************************************************
 RA0350  DESIGNATION -  H 300
 RA0350  PID         -  RA0350
 RA0350  STATE/COUNTY-  ID/IDAHO
 RA0350  USGS QUAD   -  OLD TIMER MOUNTAIN (1990)
 RA0350
 RA0350                         *CURRENT SURVEY CONTROL
 RA0350  ___________________________________________________________________
 RA0350* NAD 83(1986)-  45 28 07.     (N)    116 33 17.     (W)     SCALED    
 RA0350* NAVD 88     -       391.838  (meters)    1285.56   (feet)  ADJUSTED  
 RA0350  ___________________________________________________________________
 RA0350  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 RA0350  DYNAMIC HT  -         391.654 (meters)    1284.95  (feet)  COMP
 RA0350  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 RA0350
 RA0350  VERT ORDER  -  SECOND    CLASS 0
 RA0350
 RA0350.The horizontal coordinates were scaled from a topographic map and have
 RA0350.an estimated accuracy of +/- 6 seconds.
 RA0350
 RA0350.The orthometric height was determined by differential leveling
 RA0350.and adjusted by the National Geodetic Survey in June 1991..
 RA0350
 RA0350.The geoid height was determined by GEOID03.
 RA0350
 RA0350.The dynamic height is computed by dividing the NAVD 88
 RA0350.geopotential number by the normal gravity value computed on the
 RA0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0350.degrees latitude (g = 980.6199 gals.).
 RA0350
 RA0350.The modeled gravity was interpolated from observed gravity values.
 RA0350
 RA0350;                    North         East    Units  Estimated Accuracy
 RA0350;SPC ID W     -   422,700.      737,070.      MT  (+/- 180 meters Scaled)
 RA0350
 RA0350                          SUPERSEDED SURVEY CONTROL
 RA0350
 RA0350  NGVD 29 (??/??/92)  390.662  (m)         1281.70   (f) ADJ UNCH    2 0
 RA0350
 RA0350.Superseded values are not recommended for survey control.
 RA0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0350.See file dsdata.txt to determine how the superseded data were derived.
 RA0350
 RA0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL348351(NAD 83)
 RA0350_MARKER: DB = BENCH MARK DISK
 RA0350_SETTING: 66 = SET IN ROCK OUTCROP
 RA0350_SP_SET: ROCK LEDGE
 RA0350_STAMPING: H 300 1945
 RA0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0350+STABILITY: POSITION/ELEVATION WELL
 RA0350
 RA0350  HISTORY     - Date     Condition        Report By
 RA0350  HISTORY     - 1945     MONUMENTED       CGS
 RA0350  HISTORY     - 1946     GOOD             NGS
 RA0350
 RA0350                          STATION DESCRIPTION
 RA0350
 RA0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0350'13.85 MI S FROM PITTSBURG LANDING.
 RA0350'ALONG THE EAST BANK OF THE SNAKE RIVER, 13.85 MILES SOUTH OF THE BOAT
 RA0350'LANDING AT PITTSBURG LANDING, AT THE EAST EDGE OF A SMALL TRIANGULAR
 RA0350'FIELD, AT THE NORTH END OF A GROVE OF TREES, 0.1 MILE NORTH OF THE
 RA0350'WILSON RANCH HOUSE, 75 FEET EAST OF THE EAST BANK OF THE RIVER, 2.0
 RA0350'FEET NORTH OF A SMALL TREE, SET IN THE WEST END OF A ROCK LEDGE ABOUT
 RA0350'3 FEET ABOVE THE GROUND, B M AND ARROWS PAINTED ON THE ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0390 ***********************************************************************
 OH0390  DESIGNATION -  H 300
 OH0390  PID         -  OH0390
 OH0390  STATE/COUNTY-  ID/OWYHEE
 OH0390  USGS QUAD   -  WALTERS BUTTE (1992)
 OH0390
 OH0390                         *CURRENT SURVEY CONTROL
 OH0390  ___________________________________________________________________
 OH0390* NAD 83(1986)-  43 15 31.     (N)    116 32 06.     (W)     SCALED    
 OH0390* NAVD 88     -       775.032  (meters)    2542.75   (feet)  ADJUSTED  
 OH0390  ___________________________________________________________________
 OH0390  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 OH0390  DYNAMIC HT  -         774.722 (meters)    2541.73  (feet)  COMP
 OH0390  MODELED GRAV-     980,195.2   (mgal)                       NAVD 88
 OH0390
 OH0390  VERT ORDER  -  SECOND    CLASS 0
 OH0390
 OH0390.The horizontal coordinates were scaled from a topographic map and have
 OH0390.an estimated accuracy of +/- 6 seconds.
 OH0390
 OH0390.The orthometric height was determined by differential leveling
 OH0390.and adjusted by the National Geodetic Survey in June 1991..
 OH0390
 OH0390.The geoid height was determined by GEOID03.
 OH0390
 OH0390.The dynamic height is computed by dividing the NAVD 88
 OH0390.geopotential number by the normal gravity value computed on the
 OH0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0390.degrees latitude (g = 980.6199 gals.).
 OH0390
 OH0390.The modeled gravity was interpolated from observed gravity values.
 OH0390
 OH0390;                    North         East    Units  Estimated Accuracy
 OH0390;SPC ID W     -   177,120.      736,260.      MT  (+/- 180 meters Scaled)
 OH0390
 OH0390                          SUPERSEDED SURVEY CONTROL
 OH0390
 OH0390  NGVD 29 (??/??/92)  774.097  (m)         2539.68   (f) ADJ UNCH    2 0
 OH0390
 OH0390.Superseded values are not recommended for survey control.
 OH0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0390.See file dsdata.txt to determine how the superseded data were derived.
 OH0390
 OH0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH377896(NAD 83)
 OH0390_MARKER: DB = BENCH MARK DISK
 OH0390_SETTING: 80 = SET IN A BOULDER
 OH0390_SP_SET: BOULDER
 OH0390_STAMPING: H 300 1945
 OH0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0390+STABILITY: SURFACE MOTION
 OH0390
 OH0390  HISTORY     - Date     Condition        Report By
 OH0390  HISTORY     - 1945     MONUMENTED       CGS
 OH0390  HISTORY     - 1965     GOOD             NGS
 OH0390
 OH0390                          STATION DESCRIPTION
 OH0390
 OH0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OH0390'3.2 MI N FROM MURPHY.
 OH0390'3.2 MILES NORTH OF STATION AT MURPHY BY RAIL ALONG THE OREGON SHORT
 OH0390'LINE RAILROAD.  3.2 MILES NORTH OF STATION AT MURPHY.  0.25 MILES
 OH0390'NORTH OF MILEPOST 27.  OPPOSITE NORTH EAST BASE OF A HILL ON WEST SIDE
 OH0390'OF TRACK.  16.6 FEET NORTHWEST-OF-RIGHT OF WAY FENCE.  8.9 FEET EAST
 OH0390'OF EAST RAIL.  3.2 FEET NORTH OF A 4 INCH BY 4 INCH WHITE WOODEN POST.
 OH0390'ON TOP OF A 3 FOOT BY 3 FOOT ROCK BOULDER 6 INCHES BELOW LEVEL OF THE
 OH0390'RAIL.  1.5 FEET ABOVE THE GROUND.  AT A POINT WHERE WASH ON THE EAST
 OH0390'SIDE OF THE RAILROAD TRACKS MAKES A SHARP U TURN.
 OH0390
 OH0390                          STATION RECOVERY (1965)
 OH0390
 OH0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OH0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0364 ***********************************************************************
 RA0364  DESIGNATION -  H 302
 RA0364  PID         -  RA0364
 RA0364  STATE/COUNTY-  ID/ADAMS
 RA0364  USGS QUAD   -  CUPRUM (1990)
 RA0364
 RA0364                         *CURRENT SURVEY CONTROL
 RA0364  ___________________________________________________________________
 RA0364* NAD 83(1986)-  45 04 11.     (N)    116 43 04.     (W)     SCALED    
 RA0364* NAVD 88     -      1285.176  (meters)    4216.45   (feet)  ADJUSTED  
 RA0364  ___________________________________________________________________
 RA0364  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA0364  DYNAMIC HT  -        1284.740 (meters)    4215.02  (feet)  COMP
 RA0364  MODELED GRAV-     980,232.2   (mgal)                       NAVD 88
 RA0364
 RA0364  VERT ORDER  -  SECOND    CLASS 0
 RA0364
 RA0364.The horizontal coordinates were scaled from a topographic map and have
 RA0364.an estimated accuracy of +/- 6 seconds.
 RA0364
 RA0364.The orthometric height was determined by differential leveling
 RA0364.and adjusted by the National Geodetic Survey in June 1991..
 RA0364
 RA0364.The geoid height was determined by GEOID03.
 RA0364
 RA0364.The dynamic height is computed by dividing the NAVD 88
 RA0364.geopotential number by the normal gravity value computed on the
 RA0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0364.degrees latitude (g = 980.6199 gals.).
 RA0364
 RA0364.The modeled gravity was interpolated from observed gravity values.
 RA0364
 RA0364;                    North         East    Units  Estimated Accuracy
 RA0364;SPC ID W     -   378,510.      723,790.      MT  (+/- 180 meters Scaled)
 RA0364
 RA0364                          SUPERSEDED SURVEY CONTROL
 RA0364
 RA0364  NGVD 29 (??/??/92) 1284.061  (m)         4212.79   (f) ADJ UNCH    2 0
 RA0364
 RA0364.Superseded values are not recommended for survey control.
 RA0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0364.See file dsdata.txt to determine how the superseded data were derived.
 RA0364
 RA0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK222907(NAD 83)
 RA0364_MARKER: DB = BENCH MARK DISK
 RA0364_SETTING: 80 = SET IN A BOULDER
 RA0364_SP_SET: BOULDER
 RA0364_STAMPING: H 302 1945
 RA0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0364+STABILITY: SURFACE MOTION
 RA0364
 RA0364  HISTORY     - Date     Condition        Report By
 RA0364  HISTORY     - 1945     MONUMENTED       CGS
 RA0364  HISTORY     - 1957     MARK NOT FOUND   NGS
 RA0364  HISTORY     - 19870824 MARK NOT FOUND   USPSQD
 RA0364
 RA0364                          STATION DESCRIPTION
 RA0364
 RA0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0364'34.5 MI NW FROM FRUITVALE.
 RA0364'34.5 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 RA0364'IDAHO TO HOMESTEAD, OREGON ROAD.  10.8 MILES NORTHEAST OF THE POST
 RA0364'OFFICE AT HOMESTEAD.  0.9 MILE SOUTH OF THE GEORGE SEROPULOUS RANCH.
 RA0364'15 FEET EAST OF THE CENTER-LINE OF THE ROAD.  SET IN BOULDER ABOUT 2
 RA0364'FEET ABOVE THE LEVEL OF THE ROAD.  A WHITE BM IS PAINTED ON THE FACE
 RA0364'OF THE BOULDER.
 RA0364
 RA0364                          STATION RECOVERY (1957)
 RA0364
 RA0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RA0364'MARK NOT FOUND.
 RA0364
 RA0364                          STATION RECOVERY (1987)
 RA0364
 RA0364'RECOVERY NOTE BY US POWER SQUADRON 1987 (CDL)
 RA0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0257 ***********************************************************************
 QZ0257  DESIGNATION -  H 303
 QZ0257  PID         -  QZ0257
 QZ0257  STATE/COUNTY-  ID/IDAHO
 QZ0257  USGS QUAD   -  ELK CITY (1995)
 QZ0257
 QZ0257                         *CURRENT SURVEY CONTROL
 QZ0257  ___________________________________________________________________
 QZ0257* NAD 83(1986)-  45 46 04.     (N)    115 23 19.     (W)     SCALED    
 QZ0257* NAVD 88     -      1299.158  (meters)    4262.32   (feet)  ADJUSTED  
 QZ0257  ___________________________________________________________________
 QZ0257  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 QZ0257  DYNAMIC HT  -        1298.758 (meters)    4261.01  (feet)  COMP
 QZ0257  MODELED GRAV-     980,262.4   (mgal)                       NAVD 88
 QZ0257
 QZ0257  VERT ORDER  -  FIRST     CLASS II
 QZ0257
 QZ0257.The horizontal coordinates were scaled from a topographic map and have
 QZ0257.an estimated accuracy of +/- 6 seconds.
 QZ0257
 QZ0257.The orthometric height was determined by differential leveling
 QZ0257.and adjusted by the National Geodetic Survey in June 1991..
 QZ0257
 QZ0257.The geoid height was determined by GEOID03.
 QZ0257
 QZ0257.The dynamic height is computed by dividing the NAVD 88
 QZ0257.geopotential number by the normal gravity value computed on the
 QZ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0257.degrees latitude (g = 980.6199 gals.).
 QZ0257
 QZ0257.The modeled gravity was interpolated from observed gravity values.
 QZ0257
 QZ0257;                    North         East    Units  Estimated Accuracy
 QZ0257;SPC ID W     -   455,690.      828,110.      MT  (+/- 180 meters Scaled)
 QZ0257
 QZ0257                          SUPERSEDED SURVEY CONTROL
 QZ0257
 QZ0257  NGVD 29 (??/??/92) 1298.046  (m)         4258.67   (f) ADJ UNCH    1 2
 QZ0257
 QZ0257.Superseded values are not recommended for survey control.
 QZ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0257.See file dsdata.txt to determine how the superseded data were derived.
 QZ0257
 QZ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL252695(NAD 83)
 QZ0257_MARKER: DB = BENCH MARK DISK
 QZ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0257_STAMPING: H 303 1945
 QZ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0257+STABILITY: SURFACE MOTION
 QZ0257
 QZ0257  HISTORY     - Date     Condition        Report By
 QZ0257  HISTORY     - 1945     MONUMENTED       CGS
 QZ0257  HISTORY     - 1956     GOOD             NGS
 QZ0257
 QZ0257                          STATION DESCRIPTION
 QZ0257
 QZ0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0257'6.4 MI SE FROM ELK CITY.
 QZ0257'6.4 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE RED RIVER
 QZ0257'RANGER STATION ROAD.  0.5 MILE SOUTHEAST OF A BRIDGE OVER SEIGAL
 QZ0257'CREEK.  ON THE INSIDE OF A CURVE.  16.3 FEET SOUTH OF 2 SMALL 12 INCH
 QZ0257'TREES.  18.6 FEET EAST OF THE CENTER-LINE OF THE ROAD.  3 FEET WEST OF
 QZ0257'A 4 INCH BY 4 INCH WHITE WOODEN POST.  3 FEET ABOVE THE LEVEL OF THE
 QZ0257'ROAD.  3 INCHES ABOVE THE GROUND.  A STANDARD BRONZE DISK SET IN THE
 QZ0257'TOP OF A CONCRETE POST.
 QZ0257
 QZ0257                          STATION RECOVERY (1956)
 QZ0257
 QZ0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QZ0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0304 ***********************************************************************
 QZ0304  DESIGNATION -  H 304
 QZ0304  PID         -  QZ0304
 QZ0304  STATE/COUNTY-  ID/IDAHO
 QZ0304  USGS QUAD   -  WHITEWATER RANCH (1987)
 QZ0304
 QZ0304                         *CURRENT SURVEY CONTROL
 QZ0304  ___________________________________________________________________
 QZ0304* NAD 83(1986)-  45 35 02.     (N)    115 18 24.     (W)     SCALED    
 QZ0304* NAVD 88     -      1577.136  (meters)    5174.32   (feet)  ADJUSTED  
 QZ0304  ___________________________________________________________________
 QZ0304  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 QZ0304  DYNAMIC HT  -        1576.432 (meters)    5172.01  (feet)  COMP
 QZ0304  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 QZ0304
 QZ0304  VERT ORDER  -  SECOND    CLASS 0
 QZ0304
 QZ0304.The horizontal coordinates were scaled from a topographic map and have
 QZ0304.an estimated accuracy of +/- 6 seconds.
 QZ0304
 QZ0304.The orthometric height was determined by differential leveling
 QZ0304.and adjusted by the National Geodetic Survey in June 1991..
 QZ0304
 QZ0304.The geoid height was determined by GEOID03.
 QZ0304
 QZ0304.The dynamic height is computed by dividing the NAVD 88
 QZ0304.geopotential number by the normal gravity value computed on the
 QZ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0304.degrees latitude (g = 980.6199 gals.).
 QZ0304
 QZ0304.The modeled gravity was interpolated from observed gravity values.
 QZ0304
 QZ0304;                    North         East    Units  Estimated Accuracy
 QZ0304;SPC ID W     -   435,290.      834,600.      MT  (+/- 180 meters Scaled)
 QZ0304
 QZ0304                          SUPERSEDED SURVEY CONTROL
 QZ0304
 QZ0304  NGVD 29 (??/??/92) 1575.881  (m)         5170.20   (f) ADJ UNCH    2 0
 QZ0304
 QZ0304.Superseded values are not recommended for survey control.
 QZ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0304.See file dsdata.txt to determine how the superseded data were derived.
 QZ0304
 QZ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL320492(NAD 83)
 QZ0304_MARKER: DB = BENCH MARK DISK
 QZ0304_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0304_SP_SET: ROCK OUTCROP
 QZ0304_STAMPING: H 304 1945
 QZ0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0304+STABILITY: POSITION/ELEVATION WELL
 QZ0304
 QZ0304  HISTORY     - Date     Condition        Report By
 QZ0304  HISTORY     - 1945     MONUMENTED       CGS
 QZ0304
 QZ0304                          STATION DESCRIPTION
 QZ0304
 QZ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0304'24.8 MI SE FROM ELK CITY.
 QZ0304'24.8 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE DALE RANCH
 QZ0304'ROAD.  12.8 MILES SOUTH OF THE RED RIVER RANGER STATION.  7.3 MILES
 QZ0304'SOUTH OF JACKS CREEK SUMMIT.  2.9 MILES SOUTH OF THE MALLARD CREEK
 QZ0304'BRIDGE AND THE ENTRANCE TO THE BALINSKI RANCH.  0.5 MILE SOUTH OF CUP
 QZ0304'CREEK.  ABOUT 50 FEET SOUTH OF A CURVE.  14.5 FEET EAST OF THE
 QZ0304'CENTER-LINE OF THE ROAD.  ON TOP OF A 2 FOOT EMBANKMENT.  6 FEET SOUTH
 QZ0304'OF A 4 INCH BY 4 INCH WHITE WOODEN POST.  1 1/2 FEET WEST OF A 1 FOOT
 QZ0304'TRIANGULAR BLAZE ON A TREE.  ON TOP OF A ROCK OUTCROP NEAR THE BASE OF
 QZ0304'A TREE.  ABOUT FLUSH WITH THE GROUND.  4 FEET ABOVE THE LEVEL OF THE
 QZ0304'ROAD.  A STANDARD BRONZE DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0076 ***********************************************************************
 TO0076  DESIGNATION -  H 305
 TO0076  PID         -  TO0076
 TO0076  STATE/COUNTY-  ID/BOUNDARY
 TO0076  USGS QUAD   -  HALL MOUNTAIN (1996)
 TO0076
 TO0076                         *CURRENT SURVEY CONTROL
 TO0076  ___________________________________________________________________
 TO0076* NAD 83(1986)-  48 54 13.     (N)    116 22 16.     (W)     SCALED    
 TO0076* NAVD 88     -       643.484  (meters)    2111.16   (feet)  ADJUSTED  
 TO0076  ___________________________________________________________________
 TO0076  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 TO0076  DYNAMIC HT  -         643.556 (meters)    2111.40  (feet)  COMP
 TO0076  MODELED GRAV-     980,702.3   (mgal)                       NAVD 88
 TO0076
 TO0076  VERT ORDER  -  FIRST     CLASS II
 TO0076
 TO0076.The horizontal coordinates were scaled from a topographic map and have
 TO0076.an estimated accuracy of +/- 6 seconds.
 TO0076
 TO0076.The orthometric height was determined by differential leveling
 TO0076.and adjusted by the National Geodetic Survey in June 1991..
 TO0076
 TO0076.The geoid height was determined by GEOID03.
 TO0076
 TO0076.The dynamic height is computed by dividing the NAVD 88
 TO0076.geopotential number by the normal gravity value computed on the
 TO0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0076.degrees latitude (g = 980.6199 gals.).
 TO0076
 TO0076.The modeled gravity was interpolated from observed gravity values.
 TO0076
 TO0076;                    North         East    Units  Estimated Accuracy
 TO0076;SPC ID W     -   804,430.      754,470.      MT  (+/- 180 meters Scaled)
 TO0076
 TO0076                          SUPERSEDED SURVEY CONTROL
 TO0076
 TO0076  NGVD 29 (??/??/92)  642.281  (m)         2107.22   (f) ADJ UNCH    1 2
 TO0076
 TO0076.Superseded values are not recommended for survey control.
 TO0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0076.See file dsdata.txt to determine how the superseded data were derived.
 TO0076
 TO0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ460169(NAD 83)
 TO0076_MARKER: DB = BENCH MARK DISK
 TO0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0076_STAMPING: H 305 1946
 TO0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0076+STABILITY: SURFACE MOTION
 TO0076
 TO0076  HISTORY     - Date     Condition        Report By
 TO0076  HISTORY     - 1946     MONUMENTED       CGS
 TO0076  HISTORY     - 1964     MARK NOT FOUND   USGS
 TO0076  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0076
 TO0076                          STATION DESCRIPTION
 TO0076
 TO0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TO0076'1.0 MI NE FROM COPELAND.
 TO0076'1.0 MILE NORTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 TO0076'COPELAND, AT A JUNCTION OF THE COUNTY ROAD AND STATE HIGHWAY NO. 1, IN
 TO0076'LINE WITH A ROW OF TELEPHONE POLES, 225.0 FEET SOUTHEAST OF THE CENTER
 TO0076'LINE OF THE JUNCTION, 35.6 FEET SOUTHWEST OF THE CENTER LINE OF THE
 TO0076'HIGHWAY, 6.0 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST OF
 TO0076'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 TO0076'FOOT ABOVE THE GROUND.  NOTE-- THE JUNCTION HAS BEEN WIDENED.
 TO0076
 TO0076                          STATION RECOVERY (1964)
 TO0076
 TO0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0076'MARK NOT FOUND.
 TO0076
 TO0076                          STATION RECOVERY (1980)
 TO0076
 TO0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0076'MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE POWER LINE
 TO0076'MENTIONED IN THE DESCRIPTION HAS BEEN REPLACED BY AN UNDERGROUND,
 TO0076'CABLE, MARK IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0339 ***********************************************************************
 NV0339  DESIGNATION -  H 306
 NV0339  PID         -  NV0339
 NV0339  STATE/COUNTY-  ID/GOODING
 NV0339  USGS QUAD   -  THOUSAND SPRINGS (1992)
 NV0339
 NV0339                         *CURRENT SURVEY CONTROL
 NV0339  ___________________________________________________________________
 NV0339* NAD 83(1986)-  42 43 58.     (N)    114 49 51.     (W)     SCALED    
 NV0339* NAVD 88     -       970.805  (meters)    3185.05   (feet)  ADJUSTED  
 NV0339  ___________________________________________________________________
 NV0339  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 NV0339  DYNAMIC HT  -         970.334 (meters)    3183.50  (feet)  COMP
 NV0339  MODELED GRAV-     980,103.5   (mgal)                       NAVD 88
 NV0339
 NV0339  VERT ORDER  -  SECOND    CLASS 0
 NV0339
 NV0339.The horizontal coordinates were scaled from a topographic map and have
 NV0339.an estimated accuracy of +/- 6 seconds.
 NV0339
 NV0339.The orthometric height was determined by differential leveling
 NV0339.and adjusted by the National Geodetic Survey in June 1991..
 NV0339
 NV0339.The geoid height was determined by GEOID03.
 NV0339
 NV0339.The dynamic height is computed by dividing the NAVD 88
 NV0339.geopotential number by the normal gravity value computed on the
 NV0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0339.degrees latitude (g = 980.6199 gals.).
 NV0339
 NV0339.The modeled gravity was interpolated from observed gravity values.
 NV0339
 NV0339;                    North         East    Units  Estimated Accuracy
 NV0339;SPC ID C     -   118,750.      431,960.      MT  (+/- 180 meters Scaled)
 NV0339
 NV0339                          SUPERSEDED SURVEY CONTROL
 NV0339
 NV0339  NGVD 29 (??/??/92)  969.969  (m)         3182.31   (f) ADJ UNCH    2 0
 NV0339
 NV0339.Superseded values are not recommended for survey control.
 NV0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0339.See file dsdata.txt to determine how the superseded data were derived.
 NV0339
 NV0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH775334(NAD 83)
 NV0339_MARKER: DB = BENCH MARK DISK
 NV0339_SETTING: 80 = SET IN A BOULDER
 NV0339_SP_SET: BOULDER
 NV0339_STAMPING: H 306 1946
 NV0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0339+STABILITY: SURFACE MOTION
 NV0339
 NV0339  HISTORY     - Date     Condition        Report By
 NV0339  HISTORY     - 1946     MONUMENTED       CGS
 NV0339
 NV0339                          STATION DESCRIPTION
 NV0339
 NV0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0339'8.15 MI SE FROM HAGERMAN.
 NV0339'TO REACH FROM POST OFFICE AT HAGERMAN FOLLOW U.S. HIGHWAY 30 SOUTH 2.8
 NV0339'MILES TO GRAVELED ROAD LEADING EAST, GO EAST 0.5 MILE TO CROSSROAD,
 NV0339'TURN SOUTH AND GO 1 MILE TO FORKS IN ROAD, TAKE EAST FORK AND GO 0.85
 NV0339'MILE EAST THEN 0.6 MILE SOUTH THEN 1.2 MILES EAST THEN 1.2 MILES
 NV0339'SOUTH, MARK IS SET IN FLAT BOULDER FLUSH WITH GROUND, 74 YARDS SOUTH
 NV0339'OF CULVERT UNDER ROAD, 31 FEET WEST OF CENTER LINE OF ROAD, 2.6 FEET
 NV0339'NORTH OF WITNESS POST, 4 FEET WEST OF WOVEN WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0362 ***********************************************************************
 NV0362  DESIGNATION -  H 307
 NV0362  PID         -  NV0362
 NV0362  STATE/COUNTY-  ID/JEROME
 NV0362  USGS QUAD   -  JEROME (1982)
 NV0362
 NV0362                         *CURRENT SURVEY CONTROL
 NV0362  ___________________________________________________________________
 NV0362* NAD 83(1986)-  42 39 06.     (N)    114 33 26.     (W)     SCALED    
 NV0362* NAVD 88     -      1077.683  (meters)    3535.70   (feet)  ADJUSTED  
 NV0362  ___________________________________________________________________
 NV0362  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV0362  DYNAMIC HT  -        1077.121 (meters)    3533.85  (feet)  COMP
 NV0362  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 NV0362
 NV0362  VERT ORDER  -  SECOND    CLASS 0
 NV0362
 NV0362.The horizontal coordinates were scaled from a topographic map and have
 NV0362.an estimated accuracy of +/- 6 seconds.
 NV0362
 NV0362.The orthometric height was determined by differential leveling
 NV0362.and adjusted by the National Geodetic Survey in June 1991..
 NV0362
 NV0362.The geoid height was determined by GEOID03.
 NV0362
 NV0362.The dynamic height is computed by dividing the NAVD 88
 NV0362.geopotential number by the normal gravity value computed on the
 NV0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0362.degrees latitude (g = 980.6199 gals.).
 NV0362
 NV0362.The modeled gravity was interpolated from observed gravity values.
 NV0362
 NV0362;                    North         East    Units  Estimated Accuracy
 NV0362;SPC ID C     -   109,560.      454,310.      MT  (+/- 180 meters Scaled)
 NV0362
 NV0362                          SUPERSEDED SURVEY CONTROL
 NV0362
 NV0362  NGVD 29 (??/??/92) 1076.809  (m)         3532.83   (f) ADJ UNCH    2 0
 NV0362
 NV0362.Superseded values are not recommended for survey control.
 NV0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0362.See file dsdata.txt to determine how the superseded data were derived.
 NV0362
 NV0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH002250(NAD 83)
 NV0362_MARKER: DB = BENCH MARK DISK
 NV0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0362_STAMPING: H 307 1946
 NV0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0362+STABILITY: SURFACE MOTION
 NV0362
 NV0362  HISTORY     - Date     Condition        Report By
 NV0362  HISTORY     - 1946     MONUMENTED       CGS
 NV0362  HISTORY     - 1978     GOOD             USGS
 NV0362
 NV0362                          STATION DESCRIPTION
 NV0362
 NV0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0362'7.0 MI SW FROM JEROME.
 NV0362'TO REACH FROM POST OFFICE AT JEROME FOLLOW U.S. HIGHWAY 93 SOUTH 5
 NV0362'MILES TO CROSSROAD, TURN WEST AND GO 2 MILES TO CROSSROAD, MARK IS SET
 NV0362'IN CONCRETE POST IN SOUTHEAST CORNER OF INTERSECTION, 26 FEET SOUTH OF
 NV0362'CENTER LINE OF EASTWEST ROAD, 21 FEET EAST OF CENTER LINE OF
 NV0362'NORTH-SOUTH ROAD, 2.9 FEET SOUTH OF GENERAL LAND OFFICE SECTION MARK,
 NV0362'2.5 FEET NORTH OF WITNESS POST.
 NV0362
 NV0362                          STATION RECOVERY (1978)
 NV0362
 NV0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0362'TO REACH FROM THE POST OFFICE AT JEROME FOLLOW STATE HWY. 79 SOUTH
 NV0362'2.4 MILES TO JUNCTION WITH INTERSTATE 80N, THENCE CONTINUE ON SOUTH
 NV0362'ON COUNTY ROAD FOR 2.6 MILES TO CROSSROAD, TURN WEST AND GO 2 MILES
 NV0362'TO CROSSROAD, MARK IS SET IN CONCRETE POST IN SOUTHEAST CORNER OF
 NV0362'INTERSECTION, 26 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 21 FEET
 NV0362'EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 2.9 FEET SOUTH OF GENERAL
 NV0362'LAND OFFICE SECTION CORNER MARK, 2.5 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0120 ***********************************************************************
 RA0120  DESIGNATION -  H 309
 RA0120  PID         -  RA0120
 RA0120  STATE/COUNTY-  ID/IDAHO
 RA0120  USGS QUAD   -  WHITE BIRD (1982)
 RA0120
 RA0120                         *CURRENT SURVEY CONTROL
 RA0120  ___________________________________________________________________
 RA0120* NAD 83(1986)-  45 47 05.     (N)    116 19 07.     (W)     SCALED    
 RA0120* NAVD 88     -       443.479  (meters)    1454.98   (feet)  ADJUSTED  
 RA0120  ___________________________________________________________________
 RA0120  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 RA0120  DYNAMIC HT  -         443.404 (meters)    1454.73  (feet)  COMP
 RA0120  MODELED GRAV-     980,434.2   (mgal)                       NAVD 88
 RA0120
 RA0120  VERT ORDER  -  SECOND    CLASS 0
 RA0120
 RA0120.The horizontal coordinates were scaled from a topographic map and have
 RA0120.an estimated accuracy of +/- 6 seconds.
 RA0120
 RA0120.The orthometric height was determined by differential leveling
 RA0120.and adjusted by the National Geodetic Survey in June 1991..
 RA0120
 RA0120.The geoid height was determined by GEOID03.
 RA0120
 RA0120.The dynamic height is computed by dividing the NAVD 88
 RA0120.geopotential number by the normal gravity value computed on the
 RA0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0120.degrees latitude (g = 980.6199 gals.).
 RA0120
 RA0120.The modeled gravity was interpolated from observed gravity values.
 RA0120
 RA0120;                    North         East    Units  Estimated Accuracy
 RA0120;SPC ID W     -   457,670.      755,790.      MT  (+/- 180 meters Scaled)
 RA0120
 RA0120                          SUPERSEDED SURVEY CONTROL
 RA0120
 RA0120  NGVD 29 (??/??/92)  442.406  (m)         1451.46   (f) ADJ UNCH    2 0
 RA0120
 RA0120.Superseded values are not recommended for survey control.
 RA0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0120.See file dsdata.txt to determine how the superseded data were derived.
 RA0120
 RA0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL529703(NAD 83)
 RA0120_MARKER: DB = BENCH MARK DISK
 RA0120_SETTING: 66 = SET IN ROCK OUTCROP
 RA0120_SP_SET: GRANITE OUTCROP
 RA0120_STAMPING: H 309 1945
 RA0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0120+STABILITY: POSITION/ELEVATION WELL
 RA0120
 RA0120  HISTORY     - Date     Condition        Report By
 RA0120  HISTORY     - 1945     MONUMENTED       CGS
 RA0120
 RA0120                          STATION DESCRIPTION
 RA0120
 RA0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0120'3.65 MI W FROM WHITE BIRD.
 RA0120'1.2 MILES SOUTH ALONG U.S. HIGHWAY NO. 95 FROM THE POST OFFICE AT
 RA0120'WHITE BIRD, THENCE 2.45 MILES NORTHWEST ALONG AN INCOMPLETE ROAD BED,
 RA0120'AT NORTHWEST END OF LONG ROCKY CUT AND SOUTHEAST END OF A LONG HIGH
 RA0120'FILL, IN MOUTH OF SMALL RAVINE, 0.2 MILE NORTHWEST OF OLD CONSTRUCTION
 RA0120'CAMP SITE, 44.0 FEET NORTHEAST OF CENTERLINE OF ROAD BED, 2.3 FEET
 RA0120'WEST OF REFERENCE POST, SET IN TOP OF GRANITE OUTCROP ABOUT 3 FEET
 RA0120'ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0439 ***********************************************************************
 QA0439  DESIGNATION -  H 31
 QA0439  PID         -  QA0439
 QA0439  STATE/COUNTY-  ID/BOISE
 QA0439  USGS QUAD   -  GARDEN VALLEY (1988)
 QA0439
 QA0439                         *CURRENT SURVEY CONTROL
 QA0439  ___________________________________________________________________
 QA0439* NAD 83(1986)-  44 04 23.     (N)    115 56 33.     (W)     SCALED    
 QA0439* NAVD 88     -       957.220  (meters)    3140.48   (feet)  ADJUSTED  
 QA0439  ___________________________________________________________________
 QA0439  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 QA0439  DYNAMIC HT  -         956.826 (meters)    3139.19  (feet)  COMP
 QA0439  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 QA0439
 QA0439  VERT ORDER  -  SECOND    CLASS 0
 QA0439
 QA0439.The horizontal coordinates were scaled from a topographic map and have
 QA0439.an estimated accuracy of +/- 6 seconds.
 QA0439
 QA0439.The orthometric height was determined by differential leveling
 QA0439.and adjusted by the National Geodetic Survey in June 1991..
 QA0439
 QA0439.The geoid height was determined by GEOID03.
 QA0439
 QA0439.The dynamic height is computed by dividing the NAVD 88
 QA0439.geopotential number by the normal gravity value computed on the
 QA0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0439.degrees latitude (g = 980.6199 gals.).
 QA0439
 QA0439.The modeled gravity was interpolated from observed gravity values.
 QA0439
 QA0439;                    North         East    Units  Estimated Accuracy
 QA0439;SPC ID W     -   267,330.      784,580.      MT  (+/- 180 meters Scaled)
 QA0439
 QA0439                          SUPERSEDED SURVEY CONTROL
 QA0439
 QA0439  NGVD 29 (??/??/92)  956.138  (m)         3136.93   (f) ADJ UNCH    2 0
 QA0439
 QA0439.Superseded values are not recommended for survey control.
 QA0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0439.See file dsdata.txt to determine how the superseded data were derived.
 QA0439
 QA0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ846805(NAD 83)
 QA0439_MARKER: DD = SURVEY DISK
 QA0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0439_STAMPING: H 31 1933
 QA0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0439+STABILITY: SURFACE MOTION
 QA0439
 QA0439  HISTORY     - Date     Condition        Report By
 QA0439  HISTORY     - 1933     MONUMENTED       USGS
 QA0439  HISTORY     - 1955     GOOD             NGS
 QA0439
 QA0439                          STATION DESCRIPTION
 QA0439
 QA0439'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0439'1.3 MI E FROM GARDEN VALLEY.
 QA0439'1.3 MILES EAST ALONG STATE HIGHWAY 17 FROM THE SCHOOL AT GARDEN
 QA0439'VALLEY, BOISE COUNTY, 95 FEET NORTHEAST OF THE CENTERLINE OF THE
 QA0439'HIGHWAY, IN LINE WITH A ROAD LEADING SOUTH TO PLACERVILLE, AND 1 FOOT
 QA0439'SOUTH OF THE FENCE LINE.  A U. S. GEOLOGICAL SURVEY STANDARD DISK,
 QA0439'STAMPED H 31 1933 AND SET IN THE TOP OF A CONCRETE POST.
 QA0439
 QA0439                          STATION RECOVERY (1955)
 QA0439
 QA0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QA0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0060 ***********************************************************************
 RA0060  DESIGNATION -  H 310
 RA0060  PID         -  RA0060
 RA0060  STATE/COUNTY-  ID/IDAHO
 RA0060  USGS QUAD   -  LUCILE (1995)
 RA0060
 RA0060                         *CURRENT SURVEY CONTROL
 RA0060  ___________________________________________________________________
 RA0060* NAD 83(1986)-  45 31 32.     (N)    116 18 11.     (W)     SCALED    
 RA0060* NAVD 88     -       514.972  (meters)    1689.54   (feet)  ADJUSTED  
 RA0060  ___________________________________________________________________
 RA0060  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 RA0060  DYNAMIC HT  -         514.879 (meters)    1689.23  (feet)  COMP
 RA0060  MODELED GRAV-     980,420.1   (mgal)                       NAVD 88
 RA0060
 RA0060  VERT ORDER  -  FIRST     CLASS II
 RA0060
 RA0060.The horizontal coordinates were scaled from a topographic map and have
 RA0060.an estimated accuracy of +/- 6 seconds.
 RA0060
 RA0060.The orthometric height was determined by differential leveling
 RA0060.and adjusted by the National Geodetic Survey in June 1991..
 RA0060
 RA0060.The geoid height was determined by GEOID03.
 RA0060
 RA0060.The dynamic height is computed by dividing the NAVD 88
 RA0060.geopotential number by the normal gravity value computed on the
 RA0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0060.degrees latitude (g = 980.6199 gals.).
 RA0060
 RA0060.The modeled gravity was interpolated from observed gravity values.
 RA0060
 RA0060;                    North         East    Units  Estimated Accuracy
 RA0060;SPC ID W     -   428,860.      756,800.      MT  (+/- 180 meters Scaled)
 RA0060
 RA0060                          SUPERSEDED SURVEY CONTROL
 RA0060
 RA0060  NGVD 29 (??/??/92)  513.908  (m)         1686.05   (f) ADJ UNCH    1 2
 RA0060
 RA0060.Superseded values are not recommended for survey control.
 RA0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0060.See file dsdata.txt to determine how the superseded data were derived.
 RA0060
 RA0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL544415(NAD 83)
 RA0060_MARKER: DB = BENCH MARK DISK
 RA0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0060_SP_SET: MONUMENT
 RA0060_STAMPING: H 310 1945
 RA0060_MARK LOGO: CGS   
 RA0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0060
 RA0060  HISTORY     - Date     Condition        Report By
 RA0060  HISTORY     - 1945     MONUMENTED       CGS
 RA0060  HISTORY     - 1967     GOOD             NGS
 RA0060  HISTORY     - 1982     GOOD             NGS
 RA0060
 RA0060                          STATION DESCRIPTION
 RA0060
 RA0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0060'8.7 MI N FROM RIGGINS.
 RA0060'8.7 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT RIGGINS,
 RA0060'0.8 MILE SOUTH OF THE POST OFFICE AT LUCILE, 0.2 MILE NORTH OF MILE
 RA0060'POST 208, 120 FEET EAST AND 30 FEET ABOVE THE HIGHWAY, 44 FEET
 RA0060'SOUTHWEST AND 4 FEET ABOVE THE OLD ROAD, 14 FEET NORTHWEST OF A POWER
 RA0060'POLE AND 0.5 FOOT SOUTHWEST OF A METAL WITNESS POST SET IN A 10-INCH
 RA0060'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 RA0060
 RA0060                          STATION RECOVERY (1982)
 RA0060
 RA0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0060'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.1 KM
 RA0060'(8.85 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN RIGGINS,
 RA0060'16.3 KM (10.2 MI) SOUTH OF THE SLATE CREEK RANGER STATION, ON TOP OF A
 RA0060'SMALL ALLUVIAL KNOLL BETWEEN THE NEW AND THE OLD HIGHWAYS, 1.0 KM
 RA0060'(0.6 MI) SOUTH OF THE SOUTH Y-JUNCTION OF THE OLD AND NEW HIGHWAYS IN
 RA0060'LUCILE, 31.1 METERS (102 FT) SOUTHEAST OF MILEPOST 204, 35.5 METERS
 RA0060'(116.5 FT) EAST OF THE HIGHWAY CENTERLINE, 13.7 METERS (45 FT) WEST OF
 RA0060'AND 1.2 METERS (4 FT) ABOVE THE OLD HIGHWAY CENTERLINE, 4.3 METERS
 RA0060'(14 FT) NORTH OF A POWER POLE.
 RA0060'THE MARK IS 5.2 METERS  E FROM A WITNESS POST.
 RA0060'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0358 ***********************************************************************
 QZ0358  DESIGNATION -  H 311
 QZ0358  PID         -  QZ0358
 QZ0358  STATE/COUNTY-  ID/IDAHO
 QZ0358  USGS QUAD   -  CAREY DOME (1995)
 QZ0358
 QZ0358                         *CURRENT SURVEY CONTROL
 QZ0358  ___________________________________________________________________
 QZ0358* NAD 83(1986)-  45 27 30.     (N)    115 56 15.     (W)     SCALED    
 QZ0358* NAVD 88     -       601.314  (meters)    1972.81   (feet)  ADJUSTED  
 QZ0358  ___________________________________________________________________
 QZ0358  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 QZ0358  DYNAMIC HT  -         601.099 (meters)    1972.11  (feet)  COMP
 QZ0358  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 QZ0358
 QZ0358  VERT ORDER  -  SECOND    CLASS 0
 QZ0358
 QZ0358.The horizontal coordinates were scaled from a topographic map and have
 QZ0358.an estimated accuracy of +/- 6 seconds.
 QZ0358
 QZ0358.The orthometric height was determined by differential leveling
 QZ0358.and adjusted by the National Geodetic Survey in June 1991..
 QZ0358
 QZ0358.The geoid height was determined by GEOID03.
 QZ0358
 QZ0358.The dynamic height is computed by dividing the NAVD 88
 QZ0358.geopotential number by the normal gravity value computed on the
 QZ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0358.degrees latitude (g = 980.6199 gals.).
 QZ0358
 QZ0358.The modeled gravity was interpolated from observed gravity values.
 QZ0358
 QZ0358;                    North         East    Units  Estimated Accuracy
 QZ0358;SPC ID W     -   421,260.      785,340.      MT  (+/- 180 meters Scaled)
 QZ0358
 QZ0358                          SUPERSEDED SURVEY CONTROL
 QZ0358
 QZ0358  NGVD 29 (??/??/92)  600.151  (m)         1969.00   (f) ADJ UNCH    2 0
 QZ0358
 QZ0358.Superseded values are not recommended for survey control.
 QZ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0358.See file dsdata.txt to determine how the superseded data were derived.
 QZ0358
 QZ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL830344(NAD 83)
 QZ0358_MARKER: DB = BENCH MARK DISK
 QZ0358_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0358_SP_SET: ROCK CUT
 QZ0358_STAMPING: H 311 1945
 QZ0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0358+STABILITY: POSITION/ELEVATION WELL
 QZ0358
 QZ0358  HISTORY     - Date     Condition        Report By
 QZ0358  HISTORY     - 1945     MONUMENTED       CGS
 QZ0358
 QZ0358                          STATION DESCRIPTION
 QZ0358
 QZ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0358'5.5 MI E FROM FRENCH CREEK.
 QZ0358'ALONG SALMON RIVER ROAD, 5.5 MILES EAST OF POST OFFICE AT FRENCH
 QZ0358'CREEK, AT NORTHEAST ABRUPT END OF A HIGH ROCK CUT, 89.5 FEET SOUTHWEST
 QZ0358'OF A 2.0 FOOT PINE TREE, 43.0 FEET NORTHWEST OF CENTERLINE OF ROAD,
 QZ0358'SET IN TOP OF A LONG NARROW ROCK POINT PROJECTING INTO RIVER AT A
 QZ0358'TURNOUT FOR ROAD, 8.0 FEET SOUTHEAST OF NORTHWEST TIP END OF ROCK
 QZ0358'OUTCROP AND DIRECTLY IN LINE TANGENT WITH THE NORTHEAST FACE OF A ROCK
 QZ0358'WALL AT THE NORTHEAST END OF A ROCK CUT, ABOUT 12 FEET BELOW THE ROAD.
 QZ0358'AN IRON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0190 ***********************************************************************
 QZ0190  DESIGNATION -  H 312
 QZ0190  PID         -  QZ0190
 QZ0190  STATE/COUNTY-  ID/IDAHO
 QZ0190  USGS QUAD   -  MAGRUDER MTN (1991)
 QZ0190
 QZ0190                         *CURRENT SURVEY CONTROL
 QZ0190  ___________________________________________________________________
 QZ0190* NAD 83(1986)-  45 40 54.     (N)    114 48 36.     (W)     SCALED    
 QZ0190* NAVD 88     -      2189.443  (meters)    7183.20   (feet)  ADJUSTED  
 QZ0190  ___________________________________________________________________
 QZ0190  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 QZ0190  DYNAMIC HT  -        2188.407 (meters)    7179.80  (feet)  COMP
 QZ0190  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 QZ0190
 QZ0190  VERT ORDER  -  FIRST     CLASS II
 QZ0190
 QZ0190.The horizontal coordinates were scaled from a topographic map and have
 QZ0190.an estimated accuracy of +/- 6 seconds.
 QZ0190
 QZ0190.The orthometric height was determined by differential leveling
 QZ0190.and adjusted by the National Geodetic Survey in June 1991..
 QZ0190
 QZ0190.The geoid height was determined by GEOID03.
 QZ0190
 QZ0190.The dynamic height is computed by dividing the NAVD 88
 QZ0190.geopotential number by the normal gravity value computed on the
 QZ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0190.degrees latitude (g = 980.6199 gals.).
 QZ0190
 QZ0190.The modeled gravity was interpolated from observed gravity values.
 QZ0190
 QZ0190;                    North         East    Units  Estimated Accuracy
 QZ0190;SPC ID W     -   446,490.      873,230.      MT  (+/- 180 meters Scaled)
 QZ0190
 QZ0190                          SUPERSEDED SURVEY CONTROL
 QZ0190
 QZ0190  NGVD 29 (??/??/92) 2188.127  (m)         7178.88   (f) ADJ UNCH    1 2
 QZ0190
 QZ0190.Superseded values are not recommended for survey control.
 QZ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0190.See file dsdata.txt to determine how the superseded data were derived.
 QZ0190
 QZ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL705610(NAD 83)
 QZ0190_MARKER: DB = BENCH MARK DISK
 QZ0190_SETTING: 80 = SET IN A BOULDER
 QZ0190_SP_SET: BOULDER
 QZ0190_STAMPING: H 312 1945
 QZ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0190+STABILITY: SURFACE MOTION
 QZ0190
 QZ0190  HISTORY     - Date     Condition        Report By
 QZ0190  HISTORY     - 1945     MONUMENTED       CGS
 QZ0190  HISTORY     - 1956     GOOD             NGS
 QZ0190  HISTORY     - 1974     GOOD             USGS
 QZ0190
 QZ0190                          STATION DESCRIPTION
 QZ0190
 QZ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0190'54.2 MI SW FROM CONNER, MT.
 QZ0190'ALONG CONNER - GRANGEVILLE ROAD, 54.2 MILES SOUTHWEST OF THE POST
 QZ0190'OFFICE AT CONNER, 9.5 MILES SOUTHWEST OF BRIDGE OVER SELWAY RIVER, AT
 QZ0190'SOUTH END OF SHARP HORSE SHOE CURVE AROUND POINT OF HILL, ACROSS ROAD
 QZ0190'FROM SIGN AT TRAIL LEADING TO MAGRUDER MOUNTAIN LOOKOUT AND LITTLE
 QZ0190'CLEARWATER RIVER, 23.5 FEET EAST OF CENTERLINE OF ROAD, 2.1 FEET NORTH
 QZ0190'OF REFERENCE POST, SET IN 1-FOOT CIRCULAR POINT OF ALMOST TOTALLY
 QZ0190'EMBEDDED BOULDER ABOUT 4 1/2 FEET ABOVE ROAD AND PROJECTING 0.3 FOOT
 QZ0190'ABOVE GROUND.  A BRONZE DISK.
 QZ0190
 QZ0190                          STATION RECOVERY (1956)
 QZ0190
 QZ0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QZ0190'RECOVERED IN GOOD CONDITION.
 QZ0190
 QZ0190                          STATION RECOVERY (1974)
 QZ0190
 QZ0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0190'ALONG NEZ PERCE TRAIL ROAD, 63.45 MILES EAST OF POST OFFICE AT ELK
 QZ0190'CITY, IDAHO, 3.3 MILES WEST OF KIM CREEK SADDLE, AT THE SOUTH END OF
 QZ0190'A SHARP TURN IN THE ROAD AROUND POINT OF A HILL, 59 FEET SE OF
 QZ0190'CENTERLINE ROAD AT JUNCTION WITH TRAIL LEADING TO MAGRUDER MTN., 25
 QZ0190'FEET NE OF CENTERLINE ROAD, 3 1/2 FEET ABOVE ROAD LEVEL SET IN THE
 QZ0190'TOP OF A CIRCULAR IMBEDDED BOULDER ABOUT 1 FT IN DIAMETER (EXPOSED
 QZ0190'SURFACE) WHICH PROJECTS ABOUT 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0229 ***********************************************************************
 QZ0229  DESIGNATION -  H 313
 QZ0229  PID         -  QZ0229
 QZ0229  STATE/COUNTY-  ID/IDAHO
 QZ0229  USGS QUAD   -  SPREAD CREEK POINT (1995)
 QZ0229
 QZ0229                         *CURRENT SURVEY CONTROL
 QZ0229  ___________________________________________________________________
 QZ0229* NAD 83(1986)-  45 43 46.     (N)    115 04 41.     (W)     SCALED    
 QZ0229* NAVD 88     -      1960.827  (meters)    6433.15   (feet)  ADJUSTED  
 QZ0229  ___________________________________________________________________
 QZ0229  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 QZ0229  DYNAMIC HT  -        1959.968 (meters)    6430.33  (feet)  COMP
 QZ0229  MODELED GRAV-     980,107.2   (mgal)                       NAVD 88
 QZ0229
 QZ0229  VERT ORDER  -  FIRST     CLASS II
 QZ0229
 QZ0229.The horizontal coordinates were scaled from a topographic map and have
 QZ0229.an estimated accuracy of +/- 6 seconds.
 QZ0229
 QZ0229.The orthometric height was determined by differential leveling
 QZ0229.and adjusted by the National Geodetic Survey in June 1991..
 QZ0229
 QZ0229.The geoid height was determined by GEOID03.
 QZ0229
 QZ0229.The dynamic height is computed by dividing the NAVD 88
 QZ0229.geopotential number by the normal gravity value computed on the
 QZ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0229.degrees latitude (g = 980.6199 gals.).
 QZ0229
 QZ0229.The modeled gravity was interpolated from observed gravity values.
 QZ0229
 QZ0229;                    North         East    Units  Estimated Accuracy
 QZ0229;SPC ID W     -   451,590.      852,300.      MT  (+/- 180 meters Scaled)
 QZ0229
 QZ0229                          SUPERSEDED SURVEY CONTROL
 QZ0229
 QZ0229  NGVD 29 (??/??/92) 1959.549  (m)         6428.95   (f) ADJ UNCH    1 2
 QZ0229
 QZ0229.Superseded values are not recommended for survey control.
 QZ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0229.See file dsdata.txt to determine how the superseded data were derived.
 QZ0229
 QZ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL495657(NAD 83)
 QZ0229_MARKER: DB = BENCH MARK DISK
 QZ0229_SETTING: 80 = SET IN A BOULDER
 QZ0229_SP_SET: BOULDER
 QZ0229_STAMPING: H 313 1945
 QZ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0229+STABILITY: SURFACE MOTION
 QZ0229
 QZ0229  HISTORY     - Date     Condition        Report By
 QZ0229  HISTORY     - 1945     MONUMENTED       CGS
 QZ0229
 QZ0229                          STATION DESCRIPTION
 QZ0229
 QZ0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0229'33.25 MI E FROM ELK CITY.
 QZ0229'ALONG CONNER - GRANGEVILLE ROAD, 33.25 MILES EAST OF POST OFFICE AT
 QZ0229'ELK CITY, 3.85 MILES WEST OF BRIDGE OVER BARGAMIN CREEK, 1.1 MILE EAST
 QZ0229'OF JUNCTION OF GREEN MOUNTAIN ROAD, AT NORTHWEST END OF AN ALMOST
 QZ0229'RIGHT ANGLE TURN IN ROAD, 20.0 FEET NORTHEAST OF CENTERLINE OF ROAD,
 QZ0229'10.7 FEET NORTH OF NORTH EDGE OF A LOOSE WHITE GRANITE BOULDER, 7.9
 QZ0229'FEET NORTH OF REFERENCE POST, SET IN TOP OF EMBEDDED GRANITE BOULDER
 QZ0229'ABOUT 5 FEET ABOVE ROAD.  A BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0521 ***********************************************************************
 QZ0521  DESIGNATION -  H 314
 QZ0521  PID         -  QZ0521
 QZ0521  STATE/COUNTY-  ID/IDAHO
 QZ0521  USGS QUAD   -  HUDDLESON BLUFF (1995)
 QZ0521
 QZ0521                         *CURRENT SURVEY CONTROL
 QZ0521  ___________________________________________________________________
 QZ0521* NAD 83(1986)-  45 49 35.     (N)    115 52 30.     (W)     SCALED    
 QZ0521* NAVD 88     -       742.920  (meters)    2437.40   (feet)  ADJUSTED  
 QZ0521  ___________________________________________________________________
 QZ0521  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 QZ0521  DYNAMIC HT  -         742.754 (meters)    2436.85  (feet)  COMP
 QZ0521  MODELED GRAV-     980,368.7   (mgal)                       NAVD 88
 QZ0521
 QZ0521  VERT ORDER  -  FIRST     CLASS II
 QZ0521
 QZ0521.The horizontal coordinates were scaled from a topographic map and have
 QZ0521.an estimated accuracy of +/- 6 seconds.
 QZ0521
 QZ0521.The orthometric height was determined by differential leveling
 QZ0521.and adjusted by the National Geodetic Survey in June 1991..
 QZ0521
 QZ0521.The geoid height was determined by GEOID03.
 QZ0521
 QZ0521.The dynamic height is computed by dividing the NAVD 88
 QZ0521.geopotential number by the normal gravity value computed on the
 QZ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0521.degrees latitude (g = 980.6199 gals.).
 QZ0521
 QZ0521.The modeled gravity was interpolated from observed gravity values.
 QZ0521
 QZ0521;                    North         East    Units  Estimated Accuracy
 QZ0521;SPC ID W     -   462,150.      790,290.      MT  (+/- 180 meters Scaled)
 QZ0521
 QZ0521                          SUPERSEDED SURVEY CONTROL
 QZ0521
 QZ0521  NGVD 29 (??/??/92)  741.868  (m)         2433.95   (f) ADJ UNCH    1 2
 QZ0521
 QZ0521.Superseded values are not recommended for survey control.
 QZ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0521.See file dsdata.txt to determine how the superseded data were derived.
 QZ0521
 QZ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL873753(NAD 83)
 QZ0521_MARKER: DB = BENCH MARK DISK
 QZ0521_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0521_SP_SET: GRANITE OUTCROP
 QZ0521_STAMPING: H 314 1945
 QZ0521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0521+STABILITY: POSITION/ELEVATION WELL
 QZ0521
 QZ0521  HISTORY     - Date     Condition        Report By
 QZ0521  HISTORY     - 1945     MONUMENTED       CGS
 QZ0521  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0521
 QZ0521                          STATION DESCRIPTION
 QZ0521
 QZ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0521'11.45 MI W FROM GOLDEN.
 QZ0521'ALONG CONNER - GRANGEVILLE ROAD, 11.45 MILES WEST OF POST OFFICE AT
 QZ0521'GOLDEN, 0.2 MILE EAST OF WIDKIUP CREEK, AT TURNOUT FOR ROAD AND ACROSS
 QZ0521'ROAD FROM A HIGH ROCK BANK, 21.5 FEET SOUTH OF CENTERLINE OF ROAD, SET
 QZ0521'IN TOP OF SOUTH POINT OF GRANITE OUTCROP BETWEEN ROAD AND RIVER AND 1
 QZ0521'FOOT BELOW ROAD.  BRONZE DISK.  NOTE-- THE PROBABLE LOCATION OF THE
 QZ0521'MARK HAS BEEN WELL ESTABLISHED.  DURING RECONSTRUCTION AND WIDENING OF
 QZ0521'THE ROAD THIS LOCATION HAS BEEN COVERED WITH ROCK AND EARTH FILL.
 QZ0521
 QZ0521                          STATION RECOVERY (1962)
 QZ0521
 QZ0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0341 ***********************************************************************
 RA0341  DESIGNATION -  H 315
 RA0341  PID         -  RA0341
 RA0341  STATE/COUNTY-  ID/IDAHO
 RA0341  USGS QUAD   -  OLD TIMER MOUNTAIN (1990)
 RA0341
 RA0341                         *CURRENT SURVEY CONTROL
 RA0341  ___________________________________________________________________
 RA0341* NAD 83(1986)-  45 23 42.     (N)    116 37 14.     (W)     SCALED    
 RA0341* NAVD 88     -       413.026  (meters)    1355.07   (feet)  ADJUSTED  
 RA0341  ___________________________________________________________________
 RA0341  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 RA0341  DYNAMIC HT  -         412.836 (meters)    1354.45  (feet)  COMP
 RA0341  MODELED GRAV-     980,150.2   (mgal)                       NAVD 88
 RA0341
 RA0341  VERT ORDER  -  SECOND    CLASS 0
 RA0341
 RA0341.The horizontal coordinates were scaled from a topographic map and have
 RA0341.an estimated accuracy of +/- 6 seconds.
 RA0341
 RA0341.The orthometric height was determined by differential leveling
 RA0341.and adjusted by the National Geodetic Survey in June 1991..
 RA0341
 RA0341.The geoid height was determined by GEOID03.
 RA0341
 RA0341.The dynamic height is computed by dividing the NAVD 88
 RA0341.geopotential number by the normal gravity value computed on the
 RA0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0341.degrees latitude (g = 980.6199 gals.).
 RA0341
 RA0341.The modeled gravity was interpolated from observed gravity values.
 RA0341
 RA0341;                    North         East    Units  Estimated Accuracy
 RA0341;SPC ID W     -   414,570.      731,840.      MT  (+/- 180 meters Scaled)
 RA0341
 RA0341                          SUPERSEDED SURVEY CONTROL
 RA0341
 RA0341  NGVD 29 (??/??/92)  411.855  (m)         1351.23   (f) ADJ UNCH    2 0
 RA0341
 RA0341.Superseded values are not recommended for survey control.
 RA0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0341.See file dsdata.txt to determine how the superseded data were derived.
 RA0341
 RA0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL297269(NAD 83)
 RA0341_MARKER: DB = BENCH MARK DISK
 RA0341_SETTING: 66 = SET IN ROCK OUTCROP
 RA0341_SP_SET: ROCK OUTCROP
 RA0341_STAMPING: H 315 1946
 RA0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0341+STABILITY: POSITION/ELEVATION WELL
 RA0341
 RA0341  HISTORY     - Date     Condition        Report By
 RA0341  HISTORY     - 1946     MONUMENTED       CGS
 RA0341
 RA0341                          STATION DESCRIPTION
 RA0341
 RA0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0341'30.45 MI N FROM HOMESTEAD, OR.
 RA0341'ABOUT 30.45 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0341'EAST BANK OF THE RIVER, AT AN S TURN IN THE RIVER, ABOUT 0.1 MILE
 RA0341'NORTH OF AND ACROSS THE RIVER FROM A RANCH HOUSE WHICH IS ON THE WEST
 RA0341'BANK OF THE RIVER, THE ONLY HOUSE IN THE IMMEDIATE VICINITY, 30 FEET
 RA0341'NORTHWEST OF A 10-INCH PINE TREE WHICH IS THE MOST NORTHERLY TREE IN A
 RA0341'GROUP OF THREE TREES WHICH ARE THE ONLY TREES IN THIS VICINITY, ABOUT
 RA0341'8 FEET LOWER THAN THE BASE OF THE TREE, ABOUT 6 FEET ABOVE HIGH WATER
 RA0341'LINE, A STANDARD DISK SET IN TOP OF A ROCK OUTCROP WHICH PROJECTS
 RA0341'ABOUT 3 FEET ABOVE THE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0109 ***********************************************************************
 QZ0109  DESIGNATION -  H 316
 QZ0109  PID         -  QZ0109
 QZ0109  STATE/COUNTY-  ID/IDAHO
 QZ0109  USGS QUAD   -  WAUGH MTN (1978)
 QZ0109
 QZ0109                         *CURRENT SURVEY CONTROL
 QZ0109  ___________________________________________________________________
 QZ0109* NAD 83(1986)-  45 23 24.     (N)    114 47 19.     (W)     SCALED    
 QZ0109* NAVD 88     -       864.350  (meters)    2835.79   (feet)  ADJUSTED  
 QZ0109  ___________________________________________________________________
 QZ0109  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 QZ0109  DYNAMIC HT  -         863.810 (meters)    2834.02  (feet)  COMP
 QZ0109  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 QZ0109
 QZ0109  VERT ORDER  -  SECOND    CLASS 0
 QZ0109
 QZ0109.The horizontal coordinates were scaled from a topographic map and have
 QZ0109.an estimated accuracy of +/- 6 seconds.
 QZ0109
 QZ0109.The orthometric height was determined by differential leveling
 QZ0109.and adjusted by the National Geodetic Survey in June 1991..
 QZ0109
 QZ0109.The geoid height was determined by GEOID03.
 QZ0109
 QZ0109.The dynamic height is computed by dividing the NAVD 88
 QZ0109.geopotential number by the normal gravity value computed on the
 QZ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0109.degrees latitude (g = 980.6199 gals.).
 QZ0109
 QZ0109.The modeled gravity was interpolated from observed gravity values.
 QZ0109
 QZ0109;                    North         East    Units  Estimated Accuracy
 QZ0109;SPC ID W     -   414,100.      875,280.      MT  (+/- 180 meters Scaled)
 QZ0109
 QZ0109                          SUPERSEDED SURVEY CONTROL
 QZ0109
 QZ0109  NGVD 29 (??/??/92)  862.943  (m)         2831.17   (f) ADJ UNCH    2 0
 QZ0109
 QZ0109.Superseded values are not recommended for survey control.
 QZ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0109.See file dsdata.txt to determine how the superseded data were derived.
 QZ0109
 QZ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL731286(NAD 83)
 QZ0109_MARKER: DB = BENCH MARK DISK
 QZ0109_SETTING: 80 = SET IN A BOULDER
 QZ0109_SP_SET: BOULDER
 QZ0109_STAMPING: H 316 1945
 QZ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0109+STABILITY: SURFACE MOTION
 QZ0109
 QZ0109  HISTORY     - Date     Condition        Report By
 QZ0109  HISTORY     - 1945     MONUMENTED       CGS
 QZ0109
 QZ0109                          STATION DESCRIPTION
 QZ0109
 QZ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0109'34.4 MI W FROM SHOUP.
 QZ0109'34.4 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE NORTHERLY SIDE OF
 QZ0109'THE SALMON RIVER, SET IN TOP OF LARGE BOULDER, ON NORTH SIDE OF RIVER
 QZ0109'FROM SAND BAR WHICH IS ABOUT 300 FEET LONG, ABOUT 30 FEET SOUTH OF
 QZ0109'TRAIL AND ABOUT 5 FEET BELOW HIGH WATER LEVEL.  BRONZE BENCH MARK DISK
 QZ0109'SET IN TOP OF LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0281 ***********************************************************************
 QZ0281  DESIGNATION -  H 317
 QZ0281  PID         -  QZ0281
 QZ0281  STATE/COUNTY-  ID/IDAHO
 QZ0281  USGS QUAD   -  HIDA POINT (1995)
 QZ0281
 QZ0281                         *CURRENT SURVEY CONTROL
 QZ0281  ___________________________________________________________________
 QZ0281* NAD 83(1986)-  45 33 02.     (N)    115 09 34.     (W)     SCALED    
 QZ0281* NAVD 88     -       768.799  (meters)    2522.30   (feet)  ADJUSTED  
 QZ0281  ___________________________________________________________________
 QZ0281  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 QZ0281  DYNAMIC HT  -         768.350 (meters)    2520.83  (feet)  COMP
 QZ0281  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 QZ0281
 QZ0281  VERT ORDER  -  SECOND    CLASS 0
 QZ0281
 QZ0281.The horizontal coordinates were scaled from a topographic map and have
 QZ0281.an estimated accuracy of +/- 6 seconds.
 QZ0281
 QZ0281.The orthometric height was determined by differential leveling
 QZ0281.and adjusted by the National Geodetic Survey in June 1991..
 QZ0281
 QZ0281.The geoid height was determined by GEOID03.
 QZ0281
 QZ0281.The dynamic height is computed by dividing the NAVD 88
 QZ0281.geopotential number by the normal gravity value computed on the
 QZ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0281.degrees latitude (g = 980.6199 gals.).
 QZ0281
 QZ0281.The modeled gravity was interpolated from observed gravity values.
 QZ0281
 QZ0281;                    North         East    Units  Estimated Accuracy
 QZ0281;SPC ID W     -   431,660.      846,110.      MT  (+/- 180 meters Scaled)
 QZ0281
 QZ0281                          SUPERSEDED SURVEY CONTROL
 QZ0281
 QZ0281  NGVD 29 (??/??/92)  767.402  (m)         2517.72   (f) ADJ UNCH    2 0
 QZ0281
 QZ0281.Superseded values are not recommended for survey control.
 QZ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0281.See file dsdata.txt to determine how the superseded data were derived.
 QZ0281
 QZ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL436457(NAD 83)
 QZ0281_MARKER: DB = BENCH MARK DISK
 QZ0281_SETTING: 80 = SET IN A BOULDER
 QZ0281_SP_SET: BOULDER
 QZ0281_STAMPING: H 317 1945
 QZ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0281+STABILITY: SURFACE MOTION
 QZ0281
 QZ0281  HISTORY     - Date     Condition        Report By
 QZ0281  HISTORY     - 1945     MONUMENTED       CGS
 QZ0281  HISTORY     - 1974     MARK NOT FOUND   USGS
 QZ0281
 QZ0281                          STATION DESCRIPTION
 QZ0281
 QZ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0281'56.1 MI E FROM FRENCH CREEK.
 QZ0281'56.1 MILES EAST OF FRENCH CREEK, ON THE NORTHERLY SIDE OF THE SALMON
 QZ0281'RIVER, SET IN TOP OF BOULDER, BETWEEN TRAIL AND RIVER, ABOUT 400 FEET
 QZ0281'SOUTHEAST OF RAPIDS, ABOUT 35 FEET SOUTHWEST OF AND 20 FEET BELOW
 QZ0281'LEVEL OF TRAIL, AND JUST BELOW HIGH WATER LEVEL.  BRONZE BENCH MARK
 QZ0281'DISK.  BRONZE DISK SET IN TOP OF BOULDER.
 QZ0281
 QZ0281                          STATION RECOVERY (1974)
 QZ0281
 QZ0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0340 ***********************************************************************
 QZ0340  DESIGNATION -  H 318
 QZ0340  PID         -  QZ0340
 QZ0340  STATE/COUNTY-  ID/IDAHO
 QZ0340  USGS QUAD   -  MACKAY BAR (1995)
 QZ0340
 QZ0340                         *CURRENT SURVEY CONTROL
 QZ0340  ___________________________________________________________________
 QZ0340* NAD 83(1986)-  45 23 35.     (N)    115 34 54.     (W)     SCALED    
 QZ0340* NAVD 88     -       652.882  (meters)    2142.00   (feet)  ADJUSTED  
 QZ0340  ___________________________________________________________________
 QZ0340  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 QZ0340  DYNAMIC HT  -         652.509 (meters)    2140.77  (feet)  COMP
 QZ0340  MODELED GRAV-     980,031.6   (mgal)                       NAVD 88
 QZ0340
 QZ0340  VERT ORDER  -  SECOND    CLASS 0
 QZ0340
 QZ0340.The horizontal coordinates were scaled from a topographic map and have
 QZ0340.an estimated accuracy of +/- 6 seconds.
 QZ0340
 QZ0340.The orthometric height was determined by differential leveling
 QZ0340.and adjusted by the National Geodetic Survey in June 1991..
 QZ0340
 QZ0340.The geoid height was determined by GEOID03.
 QZ0340
 QZ0340.The dynamic height is computed by dividing the NAVD 88
 QZ0340.geopotential number by the normal gravity value computed on the
 QZ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0340.degrees latitude (g = 980.6199 gals.).
 QZ0340
 QZ0340.The modeled gravity was interpolated from observed gravity values.
 QZ0340
 QZ0340;                    North         East    Units  Estimated Accuracy
 QZ0340;SPC ID W     -   414,000.      813,180.      MT  (+/- 180 meters Scaled)
 QZ0340
 QZ0340                          SUPERSEDED SURVEY CONTROL
 QZ0340
 QZ0340  NGVD 29 (??/??/92)  651.550  (m)         2137.63   (f) ADJ UNCH    2 0
 QZ0340
 QZ0340.Superseded values are not recommended for survey control.
 QZ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0340.See file dsdata.txt to determine how the superseded data were derived.
 QZ0340
 QZ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL110275(NAD 83)
 QZ0340_MARKER: DB = BENCH MARK DISK
 QZ0340_SETTING: 80 = SET IN A BOULDER
 QZ0340_SP_SET: BOULDER
 QZ0340_STAMPING: H 318 1945
 QZ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0340+STABILITY: SURFACE MOTION
 QZ0340
 QZ0340  HISTORY     - Date     Condition        Report By
 QZ0340  HISTORY     - 1945     MONUMENTED       CGS
 QZ0340
 QZ0340                          STATION DESCRIPTION
 QZ0340
 QZ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0340'25.8 MI E FROM FRENCH CREEK.
 QZ0340'25.8 MILES EAST OF FRENCH CREEK, ON THE SOUTHERLY SIDE OF THE SALMON
 QZ0340'RIVER, SET IN TOP OF BOULDER, ON SOUTH OF RIVER FROM GRASSY SLOPE, AT
 QZ0340'WEST END OF SMALL SAND BAR, JUST SOUTHWEST OF ROCK CLIFFS, AND JUST
 QZ0340'BELOW HIGH WATER LEVEL.  BRONZE BENCH MARK DISK SET IN TOP OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0365 ***********************************************************************
 RZ0365  DESIGNATION -  H 319
 RZ0365  PID         -  RZ0365
 RZ0365  STATE/COUNTY-  ID/IDAHO
 RZ0365  USGS QUAD   -  HOOVER POINT (1967)
 RZ0365
 RZ0365                         *CURRENT SURVEY CONTROL
 RZ0365  ___________________________________________________________________
 RZ0365* NAD 83(1986)-  46 01 57.     (N)    116 38 41.     (W)     SCALED    
 RZ0365* NAVD 88     -       341.269  (meters)    1119.65   (feet)  ADJUSTED  
 RZ0365  ___________________________________________________________________
 RZ0365  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 RZ0365  DYNAMIC HT  -         341.178 (meters)    1119.35  (feet)  COMP
 RZ0365  MODELED GRAV-     980,344.0   (mgal)                       NAVD 88
 RZ0365
 RZ0365  VERT ORDER  -  SECOND    CLASS 0
 RZ0365
 RZ0365.The horizontal coordinates were scaled from a topographic map and have
 RZ0365.an estimated accuracy of +/- 6 seconds.
 RZ0365
 RZ0365.The orthometric height was determined by differential leveling
 RZ0365.and adjusted by the National Geodetic Survey in June 1991..
 RZ0365
 RZ0365.The geoid height was determined by GEOID03.
 RZ0365
 RZ0365.The dynamic height is computed by dividing the NAVD 88
 RZ0365.geopotential number by the normal gravity value computed on the
 RZ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0365.degrees latitude (g = 980.6199 gals.).
 RZ0365
 RZ0365.The modeled gravity was interpolated from observed gravity values.
 RZ0365
 RZ0365;                    North         East    Units  Estimated Accuracy
 RZ0365;SPC ID W     -   485,440.      730,740.      MT  (+/- 180 meters Scaled)
 RZ0365
 RZ0365                          SUPERSEDED SURVEY CONTROL
 RZ0365
 RZ0365  NGVD 29 (??/??/92)  340.146  (m)         1115.96   (f) ADJ UNCH    2 0
 RZ0365
 RZ0365.Superseded values are not recommended for survey control.
 RZ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0365.See file dsdata.txt to determine how the superseded data were derived.
 RZ0365
 RZ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL274977(NAD 83)
 RZ0365_MARKER: DB = BENCH MARK DISK
 RZ0365_SETTING: 80 = SET IN A BOULDER
 RZ0365_STAMPING: H 319 1945
 RZ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0365+STABILITY: SURFACE MOTION
 RZ0365
 RZ0365  HISTORY     - Date     Condition        Report By
 RZ0365  HISTORY     - 1945     MONUMENTED       CGS
 RZ0365
 RZ0365                          STATION DESCRIPTION
 RZ0365
 RZ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RZ0365'19.3 MI NW FROM RICE CREEK BRIDGE.
 RZ0365'19.3 MILES NORTHWEST (DOWN STREAM) ALONG THE SOUTHWEST BANK OF THE
 RZ0365'SALMON RIVER, NEAR THE SOUTHWEST END OF THE OX BOW, ABOUT 0.3 MILE
 RZ0365'NORTHEAST OF THE NORTHEAST END OF A ROCK BAR, ON THE SOUTHEAST SIDE OF
 RZ0365'THE RIVER (AFTER THE OX BOW, RIVER CHANGES GENERAL COURSE FROM NW-SE
 RZ0365'TO SW-NE), AND ABOVE HIGH WATER LEVEL.  A BRONZE DISK, SET IN THE TOP
 RZ0365'OF A LARGE FLAT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0440 ***********************************************************************
 QA0440  DESIGNATION -  H 32
 QA0440  PID         -  QA0440
 QA0440  STATE/COUNTY-  ID/BOISE
 QA0440  USGS QUAD   -  GARDEN VALLEY (1988)
 QA0440
 QA0440                         *CURRENT SURVEY CONTROL
 QA0440  ___________________________________________________________________
 QA0440* NAD 83(1986)-  44 03 42.     (N)    115 55 10.     (W)     SCALED    
 QA0440* NAVD 88     -       960.549  (meters)    3151.40   (feet)  ADJUSTED  
 QA0440  ___________________________________________________________________
 QA0440  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 QA0440  DYNAMIC HT  -         960.145 (meters)    3150.08  (feet)  COMP
 QA0440  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 QA0440
 QA0440  VERT ORDER  -  SECOND    CLASS 0
 QA0440
 QA0440.The horizontal coordinates were scaled from a topographic map and have
 QA0440.an estimated accuracy of +/- 6 seconds.
 QA0440
 QA0440.The orthometric height was determined by differential leveling
 QA0440.and adjusted by the National Geodetic Survey in June 1991..
 QA0440
 QA0440.The geoid height was determined by GEOID03.
 QA0440
 QA0440.The dynamic height is computed by dividing the NAVD 88
 QA0440.geopotential number by the normal gravity value computed on the
 QA0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0440.degrees latitude (g = 980.6199 gals.).
 QA0440
 QA0440.The modeled gravity was interpolated from observed gravity values.
 QA0440
 QA0440;                    North         East    Units  Estimated Accuracy
 QA0440;SPC ID W     -   266,060.      786,420.      MT  (+/- 180 meters Scaled)
 QA0440
 QA0440                          SUPERSEDED SURVEY CONTROL
 QA0440
 QA0440  NGVD 29 (??/??/92)  959.458  (m)         3147.82   (f) ADJ UNCH    2 0
 QA0440
 QA0440.Superseded values are not recommended for survey control.
 QA0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0440.See file dsdata.txt to determine how the superseded data were derived.
 QA0440
 QA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ865792(NAD 83)
 QA0440_MARKER: DD = SURVEY DISK
 QA0440_SETTING: 66 = SET IN ROCK OUTCROP
 QA0440_SP_SET: ROCK LEDGE
 QA0440_STAMPING: H 32 1933
 QA0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0440+STABILITY: POSITION/ELEVATION WELL
 QA0440
 QA0440  HISTORY     - Date     Condition        Report By
 QA0440  HISTORY     - 1933     MONUMENTED       USGS
 QA0440
 QA0440                          STATION DESCRIPTION
 QA0440
 QA0440'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0440'2.8 MI E FROM GARDEN VALLEY.
 QA0440'2.8 MILES EAST ALONG STATE HIGHWAY 17 FROM THE SCHOOL AT GARDEN
 QA0440'VALLEY, BOISE COUNTY, AT GARDEN VALLEY RANGER STATION AT SEC. 36, T. 9
 QA0440'N., R. 4 E., 50 FEET SOUTHWEST OF THE MIDDLE OF A CURVE, 17 FEET NORTH
 QA0440'OF THE CENTERLINE OF A PRIVATE ROAD LEADING TO THE STATION, AND IN THE
 QA0440'TOP OF A LARGE ROCK LEDGE.  A U. S. GEOLOGICAL SURVEY STANDARD DISK,
 QA0440'STAMPED H 32 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0636 ***********************************************************************
 NV0636  DESIGNATION -  H 32
 NV0636  PID         -  NV0636
 NV0636  STATE/COUNTY-  ID/OWYHEE
 NV0636  USGS QUAD   -  BLACKSTONE RESERVOIR (1979)
 NV0636
 NV0636                         *CURRENT SURVEY CONTROL
 NV0636  ___________________________________________________________________
 NV0636* NAD 83(1986)-  42 27 39.     (N)    115 47 33.     (W)     SCALED    
 NV0636* NAVD 88     -      1473.444  (meters)    4834.12   (feet)  ADJUSTED  
 NV0636  ___________________________________________________________________
 NV0636  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 NV0636  DYNAMIC HT  -        1472.537 (meters)    4831.15  (feet)  COMP
 NV0636  MODELED GRAV-     979,953.5   (mgal)                       NAVD 88
 NV0636
 NV0636  VERT ORDER  -  FIRST     CLASS II
 NV0636
 NV0636.The horizontal coordinates were scaled from a topographic map and have
 NV0636.an estimated accuracy of +/- 6 seconds.
 NV0636
 NV0636.The orthometric height was determined by differential leveling
 NV0636.and adjusted by the National Geodetic Survey in June 1991..
 NV0636
 NV0636.The geoid height was determined by GEOID03.
 NV0636
 NV0636.The dynamic height is computed by dividing the NAVD 88
 NV0636.geopotential number by the normal gravity value computed on the
 NV0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0636.degrees latitude (g = 980.6199 gals.).
 NV0636
 NV0636.The modeled gravity was interpolated from observed gravity values.
 NV0636
 NV0636;                    North         East    Units  Estimated Accuracy
 NV0636;SPC ID W     -    88,210.      796,510.      MT  (+/- 180 meters Scaled)
 NV0636
 NV0636                          SUPERSEDED SURVEY CONTROL
 NV0636
 NV0636  NGVD 29 (??/??/92) 1472.391  (m)         4830.67   (f) ADJ UNCH    1 2
 NV0636
 NV0636.Superseded values are not recommended for survey control.
 NV0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0636.See file dsdata.txt to determine how the superseded data were derived.
 NV0636
 NV0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH992016(NAD 83)
 NV0636_MARKER: DB = BENCH MARK DISK
 NV0636_SETTING: 66 = SET IN ROCK OUTCROP
 NV0636_SP_SET: LAVA PROTECTION
 NV0636_STAMPING: H 32 1934
 NV0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0636+STABILITY: POSITION/ELEVATION WELL
 NV0636
 NV0636  HISTORY     - Date     Condition        Report By
 NV0636  HISTORY     - 1934     MONUMENTED       CGS
 NV0636  HISTORY     - 1974     GOOD             USGS
 NV0636
 NV0636                          STATION DESCRIPTION
 NV0636
 NV0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0636'27.8 MI SW FROM HOT SPRING.
 NV0636'27.8 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0636'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, AT THE SOUTH RIM OF A
 NV0636'VALLEY, ABOUT 500 FEET NORTH OF THE SUMMIT OF A HILL, ABOUT 350 FEET
 NV0636'SOUTH OF THE WEST ONE OF THREE LAVA ROCK PILES, 110 FEET EAST OF A
 NV0636'LONE BOULDER WEST OF THE ROAD, 25 FEET EAST OF THE ROAD, AND IN THE
 NV0636'TOP OF A LARGE LAVA PROJECTION.  A STANDARD DISK, STAMPED H 32 1934.
 NV0636
 NV0636                          STATION RECOVERY (1974)
 NV0636
 NV0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0636'HOT SPRING, 27.8 MI. SOUTHWEST OF ALONG OLD ROAD TO GRASMERE FROM THE
 NV0636'BRIDGE OVER THE BRUNEAU RIVER. 1.4 MI. NORTHEAST OF THE OLD
 NV0636'BLACKSTONE RANCH HOUSE. ABOUT 500 FT. NORTHEAST OF THE SUMMIT OF A
 NV0636'HILL, ABOUT 350 FT. SOUTH OF THE SOUTH ONE OF 3 PROMINENT LAVA ROCK
 NV0636'PROJECTIONS, 110 FT. EAST OF A LONE LAVA OUTCROP WEST OF THE ROAD. 50
 NV0636'FT. EAST OF THE CENTER OF ROAD, AND IN THE TOP OF LARGE LAVA
 NV0636'PROJECTION. A STANDARD DISK STAMPED H 32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0379 ***********************************************************************
 RA0379  DESIGNATION -  H 320
 RA0379  PID         -  RA0379
 RA0379  STATE/COUNTY-  ID/ADAMS
 RA0379  USGS QUAD   -  HOMESTEAD (1990)
 RA0379
 RA0379                         *CURRENT SURVEY CONTROL
 RA0379  ___________________________________________________________________
 RA0379* NAD 83(1986)-  45 02 50.     (N)    116 48 43.     (W)     SCALED    
 RA0379* NAVD 88     -       513.180  (meters)    1683.66   (feet)  ADJUSTED  
 RA0379  ___________________________________________________________________
 RA0379  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 RA0379  DYNAMIC HT  -         513.055 (meters)    1683.25  (feet)  COMP
 RA0379  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 RA0379
 RA0379  VERT ORDER  -  SECOND    CLASS 0
 RA0379
 RA0379.The horizontal coordinates were scaled from a topographic map and have
 RA0379.an estimated accuracy of +/- 6 seconds.
 RA0379
 RA0379.The orthometric height was determined by differential leveling
 RA0379.and adjusted by the National Geodetic Survey in June 1991..
 RA0379
 RA0379.The geoid height was determined by GEOID03.
 RA0379
 RA0379.The dynamic height is computed by dividing the NAVD 88
 RA0379.geopotential number by the normal gravity value computed on the
 RA0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0379.degrees latitude (g = 980.6199 gals.).
 RA0379
 RA0379.The modeled gravity was interpolated from observed gravity values.
 RA0379
 RA0379;                    North         East    Units  Estimated Accuracy
 RA0379;SPC ID W     -   376,100.      716,340.      MT  (+/- 180 meters Scaled)
 RA0379
 RA0379                          SUPERSEDED SURVEY CONTROL
 RA0379
 RA0379  NGVD 29 (??/??/92)  512.144  (m)         1680.26   (f) ADJ UNCH    2 0
 RA0379
 RA0379.Superseded values are not recommended for survey control.
 RA0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0379.See file dsdata.txt to determine how the superseded data were derived.
 RA0379
 RA0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK148882(NAD 83)
 RA0379_MARKER: DB = BENCH MARK DISK
 RA0379_SETTING: 80 = SET IN A BOULDER
 RA0379_SP_SET: BOULDER
 RA0379_STAMPING: H 320 1946
 RA0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0379+STABILITY: SURFACE MOTION
 RA0379
 RA0379  HISTORY     - Date     Condition        Report By
 RA0379  HISTORY     - 1946     MONUMENTED       CGS
 RA0379
 RA0379                          STATION DESCRIPTION
 RA0379
 RA0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0379'43.5 MI NW FROM FRUITVALE.
 RA0379'ABOUT 43.5 MILES NORTHWEST ALONG THE FRUITVALE-HOMESTEAD ROAD FROM THE
 RA0379'POST OFFICE AT FRUITVALE, 2.2 MILES NORTHEAST OF THE POST OFFICE AT
 RA0379'HOMESTEAD, AN INTERSECTION WITH THE RED LEDGE MINE ROAD, 54.4 FEET
 RA0379'SOUTHEAST OF THE INTERSECTION OF CENTER LINES OF THE ROADS, 21.5 FEET
 RA0379'EAST OF THE CENTER LINE OF THE MAIN ROAD, ABOUT 10 FEET ABOVE THE ROAD
 RA0379'LEVEL, AND SET IN THE TOP OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ1595 ***********************************************************************
 AJ1595  DESIGNATION -  H 321 RESET
 AJ1595  PID         -  AJ1595
 AJ1595  STATE/COUNTY-  ID/WASHINGTON
 AJ1595  USGS QUAD   -  CAMBRIDGE (1986)
 AJ1595
 AJ1595                         *CURRENT SURVEY CONTROL
 AJ1595  ___________________________________________________________________
 AJ1595* NAD 83(1986)-  44 30 49.     (N)    116 41 08.     (W)     SCALED    
 AJ1595* NAVD 88     -       791.60   (meters)    2597.1    (feet)  RESET     
 AJ1595  ___________________________________________________________________
 AJ1595  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 AJ1595
 AJ1595  VERT ORDER  -  THIRD
 AJ1595
 AJ1595.The horizontal coordinates were scaled from a topographic map and have
 AJ1595.an estimated accuracy of +/- 6 seconds.
 AJ1595
 AJ1595.The orthometric height was computed from unverified reset data.
 AJ1595.No vertical observational check was made to the station.
 AJ1595
 AJ1595.The geoid height was determined by GEOID03.
 AJ1595
 AJ1595;                    North         East    Units  Estimated Accuracy
 AJ1595;SPC ID W     -   316,690.      725,620.      MT  (+/- 180 meters Scaled)
 AJ1595
 AJ1595                          SUPERSEDED SURVEY CONTROL
 AJ1595
 AJ1595.No superseded survey control is available for this station.
 AJ1595
 AJ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK249289(NAD 83)
 AJ1595_MARKER: DV = VERTICAL CONTROL DISK
 AJ1595_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ1595+WITH SETTING: PAVEMENT
 AJ1595_SP_SET: BRIDGE RAIL
 AJ1595_STAMPING: H 321 RESET 1998
 AJ1595_MARK LOGO: NGS   
 AJ1595_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1595+STABILITY: SURFACE MOTION
 AJ1595
 AJ1595  HISTORY     - Date     Condition        Report By
 AJ1595  HISTORY     - 1998     MONUMENTED       LOCSUR
 AJ1595
 AJ1595                          STATION DESCRIPTION
 AJ1595
 AJ1595'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998 (RJ)
 AJ1595'FROM THE INTERSECTION OF US 95 AND HIGHWAY 71 IN CAMBRIDGE, 4.65 MILES
 AJ1595'(7.48 KM) ALONG HIGHWAY 95 TOWARDS MIDVALE, TO THE INTERSECTION WITH
 AJ1595'SHOEPEG ROAD, LEFT (EAST) ON SHOEPEG ROAD 1/2 MILE TO BRIDGE OVER
 AJ1595'CANAL ON EAST SIDE OF RIVER (WEISER) AND THE STATION ON THE RIGHT
 AJ1595'(SOUTH).  THE MARK IS IN THE CENTER OF THE SOUTH RAIL OF THE BRIDGE,
 AJ1595'ON THE EAST END, 0.5 FEET (15.2 CM) SOUTH OF THE GUARD RAIL, SET FLUSH
 AJ1595'WITH THE TOP OF THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0566 ***********************************************************************
 QA0566  DESIGNATION -  H 322
 QA0566  PID         -  QA0566
 QA0566  STATE/COUNTY-  ID/VALLEY
 QA0566  USGS QUAD   -  WHITE ROCK PEAK (1973)
 QA0566
 QA0566                         *CURRENT SURVEY CONTROL
 QA0566  ___________________________________________________________________
 QA0566* NAD 83(1986)-  44 45 21.     (N)    115 40 27.     (W)     SCALED    
 QA0566* NAVD 88     -      1553.738  (meters)    5097.56   (feet)  ADJUSTED  
 QA0566  ___________________________________________________________________
 QA0566  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 QA0566  DYNAMIC HT  -        1552.953 (meters)    5094.98  (feet)  COMP
 QA0566  MODELED GRAV-     980,058.8   (mgal)                       NAVD 88
 QA0566
 QA0566  VERT ORDER  -  SECOND    CLASS 0
 QA0566
 QA0566.The horizontal coordinates were scaled from a topographic map and have
 QA0566.an estimated accuracy of +/- 6 seconds.
 QA0566
 QA0566.The orthometric height was determined by differential leveling
 QA0566.and adjusted by the National Geodetic Survey in June 1991..
 QA0566
 QA0566.The geoid height was determined by GEOID03.
 QA0566
 QA0566.The dynamic height is computed by dividing the NAVD 88
 QA0566.geopotential number by the normal gravity value computed on the
 QA0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0566.degrees latitude (g = 980.6199 gals.).
 QA0566
 QA0566.The modeled gravity was interpolated from observed gravity values.
 QA0566
 QA0566;                    North         East    Units  Estimated Accuracy
 QA0566;SPC ID W     -   343,180.      806,000.      MT  (+/- 180 meters Scaled)
 QA0566
 QA0566                          SUPERSEDED SURVEY CONTROL
 QA0566
 QA0566  NGVD 29 (??/??/92) 1552.527  (m)         5093.58   (f) ADJ UNCH    2 0
 QA0566
 QA0566.Superseded values are not recommended for survey control.
 QA0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0566.See file dsdata.txt to determine how the superseded data were derived.
 QA0566
 QA0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK049566(NAD 83)
 QA0566_MARKER: DB = BENCH MARK DISK
 QA0566_SETTING: 66 = SET IN ROCK OUTCROP
 QA0566_SP_SET: ROCK OUTCROP
 QA0566_STAMPING: H-322 1947
 QA0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0566+STABILITY: POSITION/ELEVATION WELL
 QA0566
 QA0566  HISTORY     - Date     Condition        Report By
 QA0566  HISTORY     - 1947     MONUMENTED       CGS
 QA0566  HISTORY     - 1973     GOOD             USGS
 QA0566
 QA0566                          STATION DESCRIPTION
 QA0566
 QA0566'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QA0566'5.6 MI S FROM POVERTY FLAT.
 QA0566'5.6 MILES SOUTH ALONG THE SOUTH FORK ROAD FROM THE CAMPGROUNDS AT
 QA0566'POVERTY FLAT, THEN 0.7 MILE SOUTH ALONG OLD ABANDONED ROAD, (FIRST 0.4
 QA0566'MILE BEING COINCIDENT WITH THE GOAT CREEK TRAIL.  THE OLD ROAD IS
 QA0566'ABANDONED AND SHOWN AS A TRAIL) ABOUT 0.2 MILE NORTH OF THE
 QA0566'BOISE-PAYETTE NATIONAL FOREST BOUNDARY LINE, ABOUT 0.2 MILE SOUTH OF
 QA0566'GOAT CREEK, ABOUT 140.0 FEET SOUTH OF A POINT WHERE A SMALL STREAM
 QA0566'CROSSES THE TRAIL, 45.0 FEET EAST OF THE CENTER LINE OF THE TRAIL,
 QA0566'36.0 FEET NORTHEAST OF AN 8-INCH PINE TREE WITH A TRIANGULAR BLAZE,
 QA0566'SET IN THE TOP OF A GRANITE ROCK OUTCROP PROJECTING 1.0 FOOT ABOVE THE
 QA0566'GROUND AND ABOUT 5.0 FEET ABOVE THE TRAIL.  WITNESS POST SET 15.0 FEET
 QA0566'WEST OF THE STATION.  US FOREST SERVICE ATTENTION SIGN ATTACHED TO AN
 QA0566'18-INCH PINE TREE 6.0 FEET WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0281 ***********************************************************************
 QA0281  DESIGNATION -  H 323
 QA0281  PID         -  QA0281
 QA0281  STATE/COUNTY-  ID/VALLEY
 QA0281  USGS QUAD   -  PUNGO MOUNTAIN (1973)
 QA0281
 QA0281                         *CURRENT SURVEY CONTROL
 QA0281  ___________________________________________________________________
 QA0281* NAD 83(1986)-  44 45 18.     (N)    115 03 03.     (W)     SCALED    
 QA0281* NAVD 88     -      1384.551  (meters)    4542.48   (feet)  ADJUSTED  
 QA0281  ___________________________________________________________________
 QA0281  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 QA0281  DYNAMIC HT  -        1383.665 (meters)    4539.57  (feet)  COMP
 QA0281  MODELED GRAV-     979,933.7   (mgal)                       NAVD 88
 QA0281
 QA0281  VERT ORDER  -  SECOND    CLASS 0
 QA0281
 QA0281.The horizontal coordinates were scaled from a topographic map and have
 QA0281.an estimated accuracy of +/- 6 seconds.
 QA0281
 QA0281.The orthometric height was determined by differential leveling
 QA0281.and adjusted by the National Geodetic Survey in June 1991..
 QA0281
 QA0281.The geoid height was determined by GEOID03.
 QA0281
 QA0281.The dynamic height is computed by dividing the NAVD 88
 QA0281.geopotential number by the normal gravity value computed on the
 QA0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0281.degrees latitude (g = 980.6199 gals.).
 QA0281
 QA0281.The modeled gravity was interpolated from observed gravity values.
 QA0281
 QA0281;                    North         East    Units  Estimated Accuracy
 QA0281;SPC ID W     -   343,320.      855,360.      MT  (+/- 180 meters Scaled)
 QA0281
 QA0281                          SUPERSEDED SURVEY CONTROL
 QA0281
 QA0281  NGVD 29 (??/??/92) 1382.991  (m)         4537.36   (f) ADJ UNCH    2 0
 QA0281
 QA0281.Superseded values are not recommended for survey control.
 QA0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0281.See file dsdata.txt to determine how the superseded data were derived.
 QA0281
 QA0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK542575(NAD 83)
 QA0281_MARKER: DB = BENCH MARK DISK
 QA0281_SETTING: 66 = SET IN ROCK OUTCROP
 QA0281_SP_SET: ROCK LEDGE
 QA0281_STAMPING: H 323 1947
 QA0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0281+STABILITY: POSITION/ELEVATION WELL
 QA0281
 QA0281  HISTORY     - Date     Condition        Report By
 QA0281  HISTORY     - 1947     MONUMENTED       CGS
 QA0281
 QA0281                          STATION DESCRIPTION
 QA0281
 QA0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0281'6.1 MI E FROM MIDDLE FORK GUARD STATION.
 QA0281'ALONG FOREST SERVICE TRAIL FROM MIDDLE FORK GUARD STATION, SET IN ROCK
 QA0281'LEDGE 12.9 FEET NORTH AND ABOVE MIDDLE FORK TRAIL, 30.4 FEET WEST OF
 QA0281'WHERE TRAIL COMES AROUND A SHARP ROCKY POINT, 81.5 FEET EAST OF FOREST
 QA0281'SERVICE 24-MILE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0217 ***********************************************************************
 QA0217  DESIGNATION -  H 324
 QA0217  PID         -  QA0217
 QA0217  STATE/COUNTY-  ID/LEMHI
 QA0217  USGS QUAD   -  BEAR CREEK POINT (1962)
 QA0217
 QA0217                         *CURRENT SURVEY CONTROL
 QA0217  ___________________________________________________________________
 QA0217* NAD 83(1986)-  44 52 42.     (N)    114 45 04.     (W)     SCALED    
 QA0217* NAVD 88     -      1180.905  (meters)    3874.35   (feet)  ADJUSTED  
 QA0217  ___________________________________________________________________
 QA0217  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 QA0217  DYNAMIC HT  -        1180.200 (meters)    3872.04  (feet)  COMP
 QA0217  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 QA0217
 QA0217  VERT ORDER  -  SECOND    CLASS 0
 QA0217
 QA0217.The horizontal coordinates were scaled from a topographic map and have
 QA0217.an estimated accuracy of +/- 6 seconds.
 QA0217
 QA0217.The orthometric height was determined by differential leveling
 QA0217.and adjusted by the National Geodetic Survey in June 1991..
 QA0217
 QA0217.The geoid height was determined by GEOID03.
 QA0217
 QA0217.The dynamic height is computed by dividing the NAVD 88
 QA0217.geopotential number by the normal gravity value computed on the
 QA0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0217.degrees latitude (g = 980.6199 gals.).
 QA0217
 QA0217.The modeled gravity was interpolated from observed gravity values.
 QA0217
 QA0217;                    North         East    Units  Estimated Accuracy
 QA0217;SPC ID C     -   357,070.      440,660.      MT  (+/- 180 meters Scaled)
 QA0217
 QA0217                          SUPERSEDED SURVEY CONTROL
 QA0217
 QA0217  NGVD 29 (??/??/92) 1179.406  (m)         3869.43   (f) ADJ UNCH    2 0
 QA0217
 QA0217.Superseded values are not recommended for survey control.
 QA0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0217.See file dsdata.txt to determine how the superseded data were derived.
 QA0217
 QA0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK776718(NAD 83)
 QA0217_MARKER: DB = BENCH MARK DISK
 QA0217_SETTING: 80 = SET IN A BOULDER
 QA0217_STAMPING: H 324 1947
 QA0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0217+STABILITY: SURFACE MOTION
 QA0217
 QA0217  HISTORY     - Date     Condition        Report By
 QA0217  HISTORY     - 1947     MONUMENTED       CGS
 QA0217
 QA0217                          STATION DESCRIPTION
 QA0217
 QA0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0217'33.6 MI NE FROM MIDDLE FORK GUARD STATION.
 QA0217'33.6 MILES NE ALONG MIDDLE FORK TRAIL ALONG THE FOREST SERVICE TRAIL
 QA0217'FROM THE MIDDLE FORK GUARD STATION, SET IN BOULDER PROTRUDING 6 INCHES
 QA0217'ABOVE GROUND, ON A CLIFF OVER-LOOKING THE RIVER, 5 FEET WEST OF THE
 QA0217'MIDDLE FORK TRAIL, 90 FEET WEST OF A LARGE PINE TREE 3 FEET IN
 QA0217'DIAMETER.  USBM PAINTED ON BOULDER WITH WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0135 ***********************************************************************
 QZ0135  DESIGNATION -  H 325
 QZ0135  PID         -  QZ0135
 QZ0135  STATE/COUNTY-  ID/VALLEY
 QZ0135  USGS QUAD   -  DAVE LEWIS PEAK (1962)
 QZ0135
 QZ0135                         *CURRENT SURVEY CONTROL
 QZ0135  ___________________________________________________________________
 QZ0135* NAD 83(1986)-  45 06 38.     (N)    114 48 22.     (W)     SCALED    
 QZ0135* NAVD 88     -      1251.910  (meters)    4107.31   (feet)  ADJUSTED  
 QZ0135  ___________________________________________________________________
 QZ0135  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 QZ0135  DYNAMIC HT  -        1251.173 (meters)    4104.89  (feet)  COMP
 QZ0135  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 QZ0135
 QZ0135  VERT ORDER  -  SECOND    CLASS 0
 QZ0135
 QZ0135.The horizontal coordinates were scaled from a topographic map and have
 QZ0135.an estimated accuracy of +/- 6 seconds.
 QZ0135
 QZ0135.The orthometric height was determined by differential leveling
 QZ0135.and adjusted by the National Geodetic Survey in June 1991..
 QZ0135
 QZ0135.The geoid height was determined by GEOID03.
 QZ0135
 QZ0135.The dynamic height is computed by dividing the NAVD 88
 QZ0135.geopotential number by the normal gravity value computed on the
 QZ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0135.degrees latitude (g = 980.6199 gals.).
 QZ0135
 QZ0135.The modeled gravity was interpolated from observed gravity values.
 QZ0135
 QZ0135;                    North         East    Units  Estimated Accuracy
 QZ0135;SPC ID W     -   383,030.      874,270.      MT  (+/- 180 meters Scaled)
 QZ0135
 QZ0135                          SUPERSEDED SURVEY CONTROL
 QZ0135
 QZ0135  NGVD 29 (??/??/92) 1250.417  (m)         4102.41   (f) ADJ UNCH    2 0
 QZ0135
 QZ0135.Superseded values are not recommended for survey control.
 QZ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0135.See file dsdata.txt to determine how the superseded data were derived.
 QZ0135
 QZ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK725975(NAD 83)
 QZ0135_MARKER: DB = BENCH MARK DISK
 QZ0135_SETTING: 80 = SET IN A BOULDER
 QZ0135_SP_SET: BOULDER
 QZ0135_STAMPING: H 325 1947
 QZ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0135+STABILITY: SURFACE MOTION
 QZ0135
 QZ0135  HISTORY     - Date     Condition        Report By
 QZ0135  HISTORY     - 1947     MONUMENTED       CGS
 QZ0135  HISTORY     - 1955     GOOD             NGS
 QZ0135
 QZ0135                          STATION DESCRIPTION
 QZ0135
 QZ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0135'4.5 MI W FROM MOUTH OF BIG CREEK.
 QZ0135'4.5 MILES WEST ALONG MIDDLE FORK TRAIL FROM THE MOUTH OF BIG CREEK,
 QZ0135'0.2 MILE UP GOAT CREEK CANYON FROM THE MOUTH OF GOAT CREEK, ON THE
 QZ0135'WEST SIDE OF THE TRAIL, SET IN THE TOP OF A LARGE BOULDER PROJECTING
 QZ0135'ABOUT 1 FOOT ABOVE THE GROUND.  USBM PAINTED ON BOULDER WITH WHITE
 QZ0135'PAINT.
 QZ0135
 QZ0135                          STATION RECOVERY (1955)
 QZ0135
 QZ0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QZ0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0573 ***********************************************************************
 QA0573  DESIGNATION -  H 326
 QA0573  PID         -  QA0573
 QA0573  STATE/COUNTY-  ID/VALLEY
 QA0573  USGS QUAD   -  WHITE ROCK PEAK (1973)
 QA0573
 QA0573                         *CURRENT SURVEY CONTROL
 QA0573  ___________________________________________________________________
 QA0573* NAD 83(1986)-  44 50 34.     (N)    115 41 53.     (W)     SCALED    
 QA0573* NAVD 88     -      1271.361  (meters)    4171.12   (feet)  ADJUSTED  
 QA0573  ___________________________________________________________________
 QA0573  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 QA0573  DYNAMIC HT  -        1270.772 (meters)    4169.19  (feet)  COMP
 QA0573  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 QA0573
 QA0573  VERT ORDER  -  SECOND    CLASS 0
 QA0573
 QA0573.The horizontal coordinates were scaled from a topographic map and have
 QA0573.an estimated accuracy of +/- 6 seconds.
 QA0573
 QA0573.The orthometric height was determined by differential leveling
 QA0573.and adjusted by the National Geodetic Survey in June 1991..
 QA0573
 QA0573.The geoid height was determined by GEOID03.
 QA0573
 QA0573.The dynamic height is computed by dividing the NAVD 88
 QA0573.geopotential number by the normal gravity value computed on the
 QA0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0573.degrees latitude (g = 980.6199 gals.).
 QA0573
 QA0573.The modeled gravity was interpolated from observed gravity values.
 QA0573
 QA0573;                    North         East    Units  Estimated Accuracy
 QA0573;SPC ID W     -   352,840.      804,110.      MT  (+/- 180 meters Scaled)
 QA0573
 QA0573                          SUPERSEDED SURVEY CONTROL
 QA0573
 QA0573  NGVD 29 (??/??/92) 1270.179  (m)         4167.25   (f) ADJ UNCH    2 0
 QA0573
 QA0573.Superseded values are not recommended for survey control.
 QA0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0573.See file dsdata.txt to determine how the superseded data were derived.
 QA0573
 QA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK028663(NAD 83)
 QA0573_MARKER: DB = BENCH MARK DISK
 QA0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0573_STAMPING: H-326 1948
 QA0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0573+STABILITY: SURFACE MOTION
 QA0573
 QA0573  HISTORY     - Date     Condition        Report By
 QA0573  HISTORY     - 1948     MONUMENTED       CGS
 QA0573  HISTORY     - 1973     GOOD             USGS
 QA0573
 QA0573                          STATION DESCRIPTION
 QA0573
 QA0573'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QA0573'1.4 MI N FROM POVERTY FLAT.
 QA0573'1.4 MILES NORTH ALONG THE SOUTH FORK ROAD FROM THE CAMPGROUND AT
 QA0573'POVERTY FLAT, PROJECTING 4.0 FEET ABOVE THE GROUND AND ABOUT 3.0 FEET
 QA0573'BELOW THE ROAD.  US FOREST SERVICE ATTENTION SIGN ATTACHED TO STEEL
 QA0573'POST 3.6 FEET EAST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0394 ***********************************************************************
 QZ0394  DESIGNATION -  H 327
 QZ0394  PID         -  QZ0394
 QZ0394  STATE/COUNTY-  ID/VALLEY
 QZ0394  USGS QUAD   -  PILOT PEAK (1969)
 QZ0394
 QZ0394                         *CURRENT SURVEY CONTROL
 QZ0394  ___________________________________________________________________
 QZ0394* NAD 83(1986)-  45 10 31.     (N)    115 34 49.     (W)     SCALED    
 QZ0394* NAVD 88     -       895.906  (meters)    2939.32   (feet)  ADJUSTED  
 QZ0394  ___________________________________________________________________
 QZ0394  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 QZ0394  DYNAMIC HT  -         895.566 (meters)    2938.20  (feet)  COMP
 QZ0394  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 QZ0394
 QZ0394  VERT ORDER  -  SECOND    CLASS 0
 QZ0394
 QZ0394.The horizontal coordinates were scaled from a topographic map and have
 QZ0394.an estimated accuracy of +/- 6 seconds.
 QZ0394
 QZ0394.The orthometric height was determined by differential leveling
 QZ0394.and adjusted by the National Geodetic Survey in June 1991..
 QZ0394
 QZ0394.The geoid height was determined by GEOID03.
 QZ0394
 QZ0394.The dynamic height is computed by dividing the NAVD 88
 QZ0394.geopotential number by the normal gravity value computed on the
 QZ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0394.degrees latitude (g = 980.6199 gals.).
 QZ0394
 QZ0394.The modeled gravity was interpolated from observed gravity values.
 QZ0394
 QZ0394;                    North         East    Units  Estimated Accuracy
 QZ0394;SPC ID W     -   389,800.      813,340.      MT  (+/- 180 meters Scaled)
 QZ0394
 QZ0394                          SUPERSEDED SURVEY CONTROL
 QZ0394
 QZ0394  NGVD 29 (??/??/92)  894.770  (m)         2935.59   (f) ADJ UNCH    2 0
 QZ0394
 QZ0394.Superseded values are not recommended for survey control.
 QZ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0394.See file dsdata.txt to determine how the superseded data were derived.
 QZ0394
 QZ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL115034(NAD 83)
 QZ0394_MARKER: DB = BENCH MARK DISK
 QZ0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QZ0394_SP_SET: PIER
 QZ0394_STAMPING: H 327 1948
 QZ0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QZ0394
 QZ0394  HISTORY     - Date     Condition        Report By
 QZ0394  HISTORY     - 1948     MONUMENTED       CGS
 QZ0394
 QZ0394                          STATION DESCRIPTION
 QZ0394
 QZ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0394'IN SOUTH FORK GUARD STATION.
 QZ0394'AT THE SOUTH FORK GUARD STATION, AT THE LARGE STEEL TRUSS BRIDGE OVER
 QZ0394'THE SOUTH FORK OF THE SALMON RIVER, 7.0 FEET NORTH OF THE CENTER LINE
 QZ0394'OF THE BRIDGE, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST
 QZ0394'CONCRETE PIER AND ABOUT 2 FEET ABOVE THE GROUND.  NOTE-- AT THIS POINT
 QZ0394'THE TRAIL CROSSES THE RIVER AND PROCEEDS NORTH ALONG WEST SIDE OF THE
 QZ0394'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0406 ***********************************************************************
 QZ0406  DESIGNATION -  H 328
 QZ0406  PID         -  QZ0406
 QZ0406  STATE/COUNTY-  ID/IDAHO
 QZ0406  USGS QUAD   -  PILOT PEAK (1969)
 QZ0406
 QZ0406                         *CURRENT SURVEY CONTROL
 QZ0406  ___________________________________________________________________
 QZ0406* NAD 83(1986)-  45 14 38.     (N)    115 32 11.     (W)     SCALED    
 QZ0406* NAVD 88     -       907.961  (meters)    2978.87   (feet)  ADJUSTED  
 QZ0406  ___________________________________________________________________
 QZ0406  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 QZ0406  DYNAMIC HT  -         907.446 (meters)    2977.18  (feet)  COMP
 QZ0406  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 QZ0406
 QZ0406  VERT ORDER  -  SECOND    CLASS 0
 QZ0406
 QZ0406.The horizontal coordinates were scaled from a topographic map and have
 QZ0406.an estimated accuracy of +/- 6 seconds.
 QZ0406
 QZ0406.The orthometric height was determined by differential leveling
 QZ0406.and adjusted by the National Geodetic Survey in June 1991..
 QZ0406
 QZ0406.The geoid height was determined by GEOID03.
 QZ0406
 QZ0406.The dynamic height is computed by dividing the NAVD 88
 QZ0406.geopotential number by the normal gravity value computed on the
 QZ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0406.degrees latitude (g = 980.6199 gals.).
 QZ0406
 QZ0406.The modeled gravity was interpolated from observed gravity values.
 QZ0406
 QZ0406;                    North         East    Units  Estimated Accuracy
 QZ0406;SPC ID W     -   397,430.      816,770.      MT  (+/- 180 meters Scaled)
 QZ0406
 QZ0406                          SUPERSEDED SURVEY CONTROL
 QZ0406
 QZ0406  NGVD 29 (??/??/92)  906.649  (m)         2974.56   (f) ADJ UNCH    2 0
 QZ0406
 QZ0406.Superseded values are not recommended for survey control.
 QZ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0406.See file dsdata.txt to determine how the superseded data were derived.
 QZ0406
 QZ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL148110(NAD 83)
 QZ0406_MARKER: DB = BENCH MARK DISK
 QZ0406_SETTING: 80 = SET IN A BOULDER
 QZ0406_SP_SET: BOULDER
 QZ0406_STAMPING: H 328 1948
 QZ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0406+STABILITY: SURFACE MOTION
 QZ0406
 QZ0406  HISTORY     - Date     Condition        Report By
 QZ0406  HISTORY     - 1948     MONUMENTED       CGS
 QZ0406
 QZ0406                          STATION DESCRIPTION
 QZ0406
 QZ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0406'6.9 MI N FROM SOUTH FORK GUARD STATION.
 QZ0406'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0406'STATION, THENCE 4.9 MILES NORTH ALONG THE SOUTH FORK TRAIL, ABOUT 0.1
 QZ0406'MILE NORTH OF THE THOMSON RANCH, AT SMITH CREEK, 37.5 FEET WEST OF THE
 QZ0406'CENTER LINE OF THE TRAIL, 20.0 FEET SOUTH OF THE SOUTH BANK OF THE
 QZ0406'CREEK, SET IN THE TOP OF A WHITE GRANITE BOULDER PROJECTING 2 1/2 FEET
 QZ0406'ABOVE THE GROUND AND ABOUT 4 FEET ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0238 ***********************************************************************
 QA0238  DESIGNATION -  H 329
 QA0238  PID         -  QA0238
 QA0238  STATE/COUNTY-  ID/VALLEY
 QA0238  USGS QUAD   -  PISTOL LAKE (1990)
 QA0238
 QA0238                         *CURRENT SURVEY CONTROL
 QA0238  ___________________________________________________________________
 QA0238* NAD 83(1986)-  44 37 52.     (N)    115 25 07.     (W)     SCALED    
 QA0238* NAVD 88     -      2543.174  (meters)    8343.73   (feet)  ADJUSTED  
 QA0238  ___________________________________________________________________
 QA0238  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 QA0238  DYNAMIC HT  -        2541.528 (meters)    8338.33  (feet)  COMP
 QA0238  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 QA0238
 QA0238  VERT ORDER  -  SECOND    CLASS 0
 QA0238
 QA0238.The horizontal coordinates were scaled from a topographic map and have
 QA0238.an estimated accuracy of +/- 6 seconds.
 QA0238
 QA0238.The orthometric height was determined by differential leveling
 QA0238.and adjusted by the National Geodetic Survey in June 1991..
 QA0238
 QA0238.The geoid height was determined by GEOID03.
 QA0238
 QA0238.The dynamic height is computed by dividing the NAVD 88
 QA0238.geopotential number by the normal gravity value computed on the
 QA0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0238.degrees latitude (g = 980.6199 gals.).
 QA0238
 QA0238.The modeled gravity was interpolated from observed gravity values.
 QA0238
 QA0238;                    North         East    Units  Estimated Accuracy
 QA0238;SPC ID W     -   329,370.      826,290.      MT  (+/- 180 meters Scaled)
 QA0238
 QA0238                          SUPERSEDED SURVEY CONTROL
 QA0238
 QA0238  NGVD 29 (??/??/92) 2541.734  (m)         8339.01   (f) ADJ UNCH    2 0
 QA0238
 QA0238.Superseded values are not recommended for survey control.
 QA0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0238.See file dsdata.txt to determine how the superseded data were derived.
 QA0238
 QA0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK254431(NAD 83)
 QA0238_MARKER: DB = BENCH MARK DISK
 QA0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0238_STAMPING: H 329 1948
 QA0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0238+STABILITY: SURFACE MOTION
 QA0238
 QA0238  HISTORY     - Date     Condition        Report By
 QA0238  HISTORY     - 1948     MONUMENTED       CGS
 QA0238
 QA0238                          STATION DESCRIPTION
 QA0238
 QA0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0238'11.3 MI E FROM LANDMARK RANGER STATION.
 QA0238'11.3 MILES EAST ALONG THE LANDMARK-LUCKY LAD MINE ROAD FROM THE RANGER
 QA0238'STATION AT LANDMARK, ABOUT 0.2 MILE SOUTH OF A SMALL LAKE, ABOUT 0.1
 QA0238'MILE SOUTH OF AN 8-INCH STEEL CULVERT, AT THE TOP OF A SMALL RISE, AT
 QA0238'THE SOUTH END OF A TANGENT, 48.0 FEET SOUTH OF A 12-INCH PINE TREE
 QA0238'WITH A TRIANGULAR BLAZE, 34.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QA0238'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 QA0238'GROUND.  WITNESS POST SET 3.8 FEET EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0442 ***********************************************************************
 QA0442  DESIGNATION -  H 33
 QA0442  PID         -  QA0442
 QA0442  STATE/COUNTY-  ID/BOISE
 QA0442  USGS QUAD   -  GARDEN VALLEY (1988)
 QA0442
 QA0442                         *CURRENT SURVEY CONTROL
 QA0442  ___________________________________________________________________
 QA0442* NAD 83(1986)-  44 03 00.     (N)    115 53 26.     (W)     SCALED    
 QA0442* NAVD 88     -       974.019  (meters)    3195.59   (feet)  ADJUSTED  
 QA0442  ___________________________________________________________________
 QA0442  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 QA0442  DYNAMIC HT  -         973.612 (meters)    3194.26  (feet)  COMP
 QA0442  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 QA0442
 QA0442  VERT ORDER  -  SECOND    CLASS 0
 QA0442
 QA0442.The horizontal coordinates were scaled from a topographic map and have
 QA0442.an estimated accuracy of +/- 6 seconds.
 QA0442
 QA0442.The orthometric height was determined by differential leveling
 QA0442.and adjusted by the National Geodetic Survey in June 1991..
 QA0442
 QA0442.The geoid height was determined by GEOID03.
 QA0442
 QA0442.The dynamic height is computed by dividing the NAVD 88
 QA0442.geopotential number by the normal gravity value computed on the
 QA0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0442.degrees latitude (g = 980.6199 gals.).
 QA0442
 QA0442.The modeled gravity was interpolated from observed gravity values.
 QA0442
 QA0442;                    North         East    Units  Estimated Accuracy
 QA0442;SPC ID W     -   264,760.      788,740.      MT  (+/- 180 meters Scaled)
 QA0442
 QA0442                          SUPERSEDED SURVEY CONTROL
 QA0442
 QA0442  NGVD 29 (??/??/92)  972.931  (m)         3192.02   (f) ADJ UNCH    2 0
 QA0442
 QA0442.Superseded values are not recommended for survey control.
 QA0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0442.See file dsdata.txt to determine how the superseded data were derived.
 QA0442
 QA0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ888780(NAD 83)
 QA0442_MARKER: DD = SURVEY DISK
 QA0442_SETTING: 66 = SET IN ROCK OUTCROP
 QA0442_SP_SET: ROCK LEDGE
 QA0442_STAMPING: H 33 1933
 QA0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0442+STABILITY: POSITION/ELEVATION WELL
 QA0442
 QA0442  HISTORY     - Date     Condition        Report By
 QA0442  HISTORY     - 1933     MONUMENTED       USGS
 QA0442  HISTORY     - 1969     GOOD             NGS
 QA0442
 QA0442                          STATION DESCRIPTION
 QA0442
 QA0442'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0442'4.7 MI E FROM GARDEN VALLEY.
 QA0442'4.7 MILES EAST ALONG STATE HIGHWAY 17 FROM THE SCHOOL AT GARDEN
 QA0442'VALLEY, BOISE COUNTY, 0.2 MILE EAST OF NELSON CREEK, 94 FEET SOUTH OF
 QA0442'THE MIDDLE OF A CURVE, 45 FEET SOUTHEAST OF A CORNER FENCE POST, AND
 QA0442'IN THE TOP OF A LARGE PROMINENT ROCK LEDGE.  A U. S. GEOLOGICAL SURVEY
 QA0442'STANDARD DISK, STAMPED H 33 1933.
 QA0442
 QA0442                          STATION RECOVERY (1969)
 QA0442
 QA0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QA0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0301 ***********************************************************************
 PZ0301  DESIGNATION -  H 33
 PZ0301  PID         -  PZ0301
 PZ0301  STATE/COUNTY-  ID/LEMHI
 PZ0301  USGS QUAD   -  PURCELL SPRING (1989)
 PZ0301
 PZ0301                         *CURRENT SURVEY CONTROL
 PZ0301  ___________________________________________________________________
 PZ0301* NAD 83(1986)-  44 36 30.     (N)    113 19 01.     (W)     SCALED    
 PZ0301* NAVD 88     -      1903.867  (meters)    6246.27   (feet)  ADJUSTED  
 PZ0301  ___________________________________________________________________
 PZ0301  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 PZ0301  DYNAMIC HT  -        1902.730 (meters)    6242.54  (feet)  COMP
 PZ0301  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 PZ0301
 PZ0301  VERT ORDER  -  SECOND    CLASS 0
 PZ0301
 PZ0301.The horizontal coordinates were scaled from a topographic map and have
 PZ0301.an estimated accuracy of +/- 6 seconds.
 PZ0301
 PZ0301.The orthometric height was determined by differential leveling
 PZ0301.and adjusted by the National Geodetic Survey in June 1991..
 PZ0301
 PZ0301.The geoid height was determined by GEOID03.
 PZ0301
 PZ0301.The dynamic height is computed by dividing the NAVD 88
 PZ0301.geopotential number by the normal gravity value computed on the
 PZ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0301.degrees latitude (g = 980.6199 gals.).
 PZ0301
 PZ0301.The modeled gravity was interpolated from observed gravity values.
 PZ0301
 PZ0301;                    North         East    Units  Estimated Accuracy
 PZ0301;SPC ID C     -   327,020.      554,220.      MT  (+/- 180 meters Scaled)
 PZ0301
 PZ0301                          SUPERSEDED SURVEY CONTROL
 PZ0301
 PZ0301  NGVD 29 (??/??/92) 1902.436  (m)         6241.58   (f) ADJ UNCH    2 0
 PZ0301
 PZ0301.Superseded values are not recommended for survey control.
 PZ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0301.See file dsdata.txt to determine how the superseded data were derived.
 PZ0301
 PZ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ161420(NAD 83)
 PZ0301_MARKER: DB = BENCH MARK DISK
 PZ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0301_STAMPING: H 33 1934
 PZ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0301+STABILITY: SURFACE MOTION
 PZ0301
 PZ0301  HISTORY     - Date     Condition        Report By
 PZ0301  HISTORY     - 1934     MONUMENTED       CGS
 PZ0301
 PZ0301                          STATION DESCRIPTION
 PZ0301
 PZ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PZ0301'5.6 MI SE FROM LEADORE.
 PZ0301'ABOUT 5.6 MILES SOUTHEAST ALONG THE GILMORE AND PITTSBURGH RAILROAD
 PZ0301'FROM THE STATION AT LEADORE, LEMHI COUNTY, ABOUT 465 FEET NORTHEAST OF
 PZ0301'THE PLUM SCHOOLHOUSE, ABOUT 450 FEET SOUTH OF A HIGHWAY CROSSING,
 PZ0301'ABOUT 95 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 45
 PZ0301'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED H
 PZ0301'33 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0613 ***********************************************************************
 QA0613  DESIGNATION -  H 330
 QA0613  PID         -  QA0613
 QA0613  STATE/COUNTY-  ID/VALLEY
 QA0613  USGS QUAD   -  TYNDALL MEADOWS (1988)
 QA0613
 QA0613                         *CURRENT SURVEY CONTROL
 QA0613  ___________________________________________________________________
 QA0613* NAD 83(1986)-  44 34 36.     (N)    115 32 12.     (W)     SCALED    
 QA0613* NAVD 88     -      2053.666  (meters)    6737.74   (feet)  ADJUSTED  
 QA0613  ___________________________________________________________________
 QA0613  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 QA0613  DYNAMIC HT  -        2052.472 (meters)    6733.82  (feet)  COMP
 QA0613  MODELED GRAV-     979,962.5   (mgal)                       NAVD 88
 QA0613
 QA0613  VERT ORDER  -  SECOND    CLASS 0
 QA0613
 QA0613.The horizontal coordinates were scaled from a topographic map and have
 QA0613.an estimated accuracy of +/- 6 seconds.
 QA0613
 QA0613.The orthometric height was determined by differential leveling
 QA0613.and adjusted by the National Geodetic Survey in June 1991..
 QA0613
 QA0613.The geoid height was determined by GEOID03.
 QA0613
 QA0613.The dynamic height is computed by dividing the NAVD 88
 QA0613.geopotential number by the normal gravity value computed on the
 QA0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0613.degrees latitude (g = 980.6199 gals.).
 QA0613
 QA0613.The modeled gravity was interpolated from observed gravity values.
 QA0613
 QA0613;                    North         East    Units  Estimated Accuracy
 QA0613;SPC ID W     -   323,290.      816,940.      MT  (+/- 180 meters Scaled)
 QA0613
 QA0613                          SUPERSEDED SURVEY CONTROL
 QA0613
 QA0613  NGVD 29 (??/??/92) 2052.329  (m)         6733.35   (f) ADJ UNCH    2 0
 QA0613
 QA0613.Superseded values are not recommended for survey control.
 QA0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0613.See file dsdata.txt to determine how the superseded data were derived.
 QA0613
 QA0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK161369(NAD 83)
 QA0613_MARKER: DB = BENCH MARK DISK
 QA0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0613_SP_SET: CULVERT
 QA0613_STAMPING: H 330 1948
 QA0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0613
 QA0613  HISTORY     - Date     Condition        Report By
 QA0613  HISTORY     - 1948     MONUMENTED       CGS
 QA0613
 QA0613                          STATION DESCRIPTION
 QA0613
 QA0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0613'7.0 MI S FROM LANDMARK RANGER STATION.
 QA0613'7.0 MILES SOUTH ALONG THE LANDMARK-STANLEY ROAD FROM THE RANGER
 QA0613'STATION AT LANDMARK, ABOUT 0.2 MILE SOUTH OF A LOG CORRAL, 54.0 FEET
 QA0613'NORTHWEST OF THE WEST END OF A 14-INCH STEEL CULVERT, 33.0 FEET WEST
 QA0613'OF THE CENTER LINE OF THE ROAD, 9.5 FEET NORTHWEST OF A LONE PINE TREE
 QA0613'WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 QA0613'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0301 ***********************************************************************
 QA0301  DESIGNATION -  H 331
 QA0301  PID         -  QA0301
 QA0301  STATE/COUNTY-  ID/VALLEY
 QA0301  USGS QUAD   -  BLUE BUNCH MTN (1972)
 QA0301
 QA0301                         *CURRENT SURVEY CONTROL
 QA0301  ___________________________________________________________________
 QA0301* NAD 83(1986)-  44 22 43.     (N)    115 17 02.     (W)     SCALED    
 QA0301* NAVD 88     -      2059.539  (meters)    6757.00   (feet)  ADJUSTED  
 QA0301  ___________________________________________________________________
 QA0301  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 QA0301  DYNAMIC HT  -        2058.242 (meters)    6752.75  (feet)  COMP
 QA0301  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 QA0301
 QA0301  VERT ORDER  -  SECOND    CLASS 0
 QA0301
 QA0301.The horizontal coordinates were scaled from a topographic map and have
 QA0301.an estimated accuracy of +/- 6 seconds.
 QA0301
 QA0301.The orthometric height was determined by differential leveling
 QA0301.and adjusted by the National Geodetic Survey in June 1991..
 QA0301
 QA0301.The geoid height was determined by GEOID03.
 QA0301
 QA0301.The dynamic height is computed by dividing the NAVD 88
 QA0301.geopotential number by the normal gravity value computed on the
 QA0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0301.degrees latitude (g = 980.6199 gals.).
 QA0301
 QA0301.The modeled gravity was interpolated from observed gravity values.
 QA0301
 QA0301;                    North         East    Units  Estimated Accuracy
 QA0301;SPC ID W     -   301,360.      837,140.      MT  (+/- 180 meters Scaled)
 QA0301
 QA0301                          SUPERSEDED SURVEY CONTROL
 QA0301
 QA0301  NGVD 29 (??/??/92) 2058.159  (m)         6752.48   (f) ADJ UNCH    2 0
 QA0301
 QA0301.Superseded values are not recommended for survey control.
 QA0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0301.See file dsdata.txt to determine how the superseded data were derived.
 QA0301
 QA0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK367153(NAD 83)
 QA0301_MARKER: DB = BENCH MARK DISK
 QA0301_SETTING: 80 = SET IN A BOULDER
 QA0301_SP_SET: BOULDER
 QA0301_STAMPING: H 331 1948
 QA0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0301+STABILITY: SURFACE MOTION
 QA0301
 QA0301  HISTORY     - Date     Condition        Report By
 QA0301  HISTORY     - 1948     MONUMENTED       CGS
 QA0301
 QA0301                          STATION DESCRIPTION
 QA0301
 QA0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0301'9.8 MI SE FROM ELK CREEK RANGER STATION.
 QA0301'9.8 MILES SOUTHEAST ALONG THE LANDMARK-STANLEY ROAD FROM THE ELK CREEK
 QA0301'RANGER STATION, AT THE BOTTOM OF A STEEP GRADE, ON THE INSIDE OF A
 QA0301'CURVE, 59.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 44.0 FEET WEST
 QA0301'OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A
 QA0301'HUGE GRANITE BOULDER PROJECTING 4.0 FEET ABOVE THE GROUND AND ABOUT 3
 QA0301'FEET BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0311 ***********************************************************************
 QA0311  DESIGNATION -  H 332
 QA0311  PID         -  QA0311
 QA0311  STATE/COUNTY-  ID/CUSTER
 QA0311  USGS QUAD   -  CAPE HORN LAKES (1972)
 QA0311
 QA0311                         *CURRENT SURVEY CONTROL
 QA0311  ___________________________________________________________________
 QA0311* NAD 83(1986)-  44 23 39.     (N)    115 09 52.     (W)     SCALED    
 QA0311* NAVD 88     -      1992.224  (meters)    6536.15   (feet)  ADJUSTED  
 QA0311  ___________________________________________________________________
 QA0311  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 QA0311  DYNAMIC HT  -        1991.062 (meters)    6532.34  (feet)  COMP
 QA0311  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 QA0311
 QA0311  VERT ORDER  -  SECOND    CLASS 0
 QA0311
 QA0311.The horizontal coordinates were scaled from a topographic map and have
 QA0311.an estimated accuracy of +/- 6 seconds.
 QA0311
 QA0311.The orthometric height was determined by differential leveling
 QA0311.and adjusted by the National Geodetic Survey in June 1991..
 QA0311
 QA0311.The geoid height was determined by GEOID03.
 QA0311
 QA0311.The dynamic height is computed by dividing the NAVD 88
 QA0311.geopotential number by the normal gravity value computed on the
 QA0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0311.degrees latitude (g = 980.6199 gals.).
 QA0311
 QA0311.The modeled gravity was interpolated from observed gravity values.
 QA0311
 QA0311;                    North         East    Units  Estimated Accuracy
 QA0311;SPC ID C     -   303,650.      407,230.      MT  (+/- 180 meters Scaled)
 QA0311
 QA0311                          SUPERSEDED SURVEY CONTROL
 QA0311
 QA0311  NGVD 29 (??/??/92) 1990.952  (m)         6531.98   (f) ADJ UNCH    2 0
 QA0311
 QA0311.Superseded values are not recommended for survey control.
 QA0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0311.See file dsdata.txt to determine how the superseded data were derived.
 QA0311
 QA0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK461172(NAD 83)
 QA0311_MARKER: DB = BENCH MARK DISK
 QA0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0311_STAMPING: H 332 1948
 QA0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0311+STABILITY: SURFACE MOTION
 QA0311
 QA0311  HISTORY     - Date     Condition        Report By
 QA0311  HISTORY     - 1948     MONUMENTED       CGS
 QA0311  HISTORY     - 1972     GOOD             USGS
 QA0311  HISTORY     - 1974     GOOD             USGS
 QA0311
 QA0311                          STATION DESCRIPTION
 QA0311
 QA0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0311'3.0 MI NW FROM CAPE HORN G S.
 QA0311'ABOUT 0.4 MILE WEST ALONG THE CAPE HORN DRIVEWAY FROM THE CAPE HORN
 QA0311'GUARD STATION, THENCE 2.6 MILES NORTHWEST ALONG THE LANDMARK-STANLEY
 QA0311'ROAD, AT THE SHEEPEATER INDIAN BATTLE GROUNDS, AT THE INTERSECTION OF
 QA0311'THE LANDMARK-STANLEY ROAD AND A DIRT ROAD LEADING NORTHEAST TO THE
 QA0311'CAPE HORN LODGE, 44.5 FEET WEST OF THE CENTER LINE OF THE
 QA0311'LANDMARK-STANLEY ROAD, 23.5 FEET SOUTH OF THE CENTER LINE OF THE
 QA0311'PROLONGATION OF THE DIRT ROAD NORTHEAST, 6.5 FEET NORTH OF A
 QA0311'LONE-DOUBLE 6-INCH PINE TREE, SET IN THE TOP OF A CONCRETE POST
 QA0311'PROJECTING 0.4 FOOT ABOVE THE GROUND.  WITNESS POST SET 4.0 FEET
 QA0311'NORTHEAST OF THE STATION.
 QA0311
 QA0311                          STATION RECOVERY (1972)
 QA0311
 QA0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0311'RECOVERED IN GOOD CONDITION.
 QA0311
 QA0311                          STATION RECOVERY (1974)
 QA0311
 QA0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QA0311'0.4 MILES ALONG THE CAPE HORN DRIVEWAY FROM THE CAPE HORN GUARD
 QA0311'STATION, THENCE 2.6 MILES NORTHWEST ALONG THE OLD LANDMARK-STANLEY
 QA0311'ROAD (NAME NO LONGER IN USE), AT THE SHEEPEATER INDIAN BATTLE
 QA0311'GROUNDS, AT THE INTERSECTION OF THE OLD LANDMARK-STANLEY RD AND A
 QA0311'DIRT ROAD LEADING TO THE BRADLEY MEMORIAL BOY SCOUT CAMP, 44.5 FEET
 QA0311'WEST OF THE CENTERLINE OF THE OLD LANDMARK-STANLEY ROAD, 23.5 FEET
 QA0311'SOUTH OF THE CENTERLINE OF THE PROLONGATION OF THE DIRT ROAD
 QA0311'NORTHEAST, 6.5 FEET NORTHEAST OF A LONE-DOUBLE 6 INCH PINE TREE, SET
 QA0311'IN TOP OF CONCRETE POST PROJECTING 0.4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0752 ***********************************************************************
 OZ0752  DESIGNATION -  H 333
 OZ0752  PID         -  OZ0752
 OZ0752  STATE/COUNTY-  ID/ELMORE
 OZ0752  USGS QUAD   -  SHEEP CREEK (1964)
 OZ0752
 OZ0752                         *CURRENT SURVEY CONTROL
 OZ0752  ___________________________________________________________________
 OZ0752* NAD 83(1986)-  43 43 01.     (N)    115 37 19.     (W)     SCALED    
 OZ0752* NAVD 88     -      1078.128  (meters)    3537.16   (feet)  ADJUSTED  
 OZ0752  ___________________________________________________________________
 OZ0752  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 OZ0752  DYNAMIC HT  -        1077.530 (meters)    3535.20  (feet)  COMP
 OZ0752  MODELED GRAV-     980,030.4   (mgal)                       NAVD 88
 OZ0752
 OZ0752  VERT ORDER  -  SECOND    CLASS 0
 OZ0752
 OZ0752.The horizontal coordinates were scaled from a topographic map and have
 OZ0752.an estimated accuracy of +/- 6 seconds.
 OZ0752
 OZ0752.The orthometric height was determined by differential leveling
 OZ0752.and adjusted by the National Geodetic Survey in June 1991..
 OZ0752
 OZ0752.The geoid height was determined by GEOID03.
 OZ0752
 OZ0752.The dynamic height is computed by dividing the NAVD 88
 OZ0752.geopotential number by the normal gravity value computed on the
 OZ0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0752.degrees latitude (g = 980.6199 gals.).
 OZ0752
 OZ0752.The modeled gravity was interpolated from observed gravity values.
 OZ0752
 OZ0752;                    North         East    Units  Estimated Accuracy
 OZ0752;SPC ID W     -   227,750.      810,320.      MT  (+/- 180 meters Scaled)
 OZ0752
 OZ0752                          SUPERSEDED SURVEY CONTROL
 OZ0752
 OZ0752  NGVD 29 (??/??/92) 1076.964  (m)         3533.34   (f) ADJ UNCH    2 0
 OZ0752
 OZ0752.Superseded values are not recommended for survey control.
 OZ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0752.See file dsdata.txt to determine how the superseded data were derived.
 OZ0752
 OZ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ110413(NAD 83)
 OZ0752_MARKER: DB = BENCH MARK DISK
 OZ0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0752_STAMPING: H 333 1950
 OZ0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0752+STABILITY: SURFACE MOTION
 OZ0752
 OZ0752  HISTORY     - Date     Condition        Report By
 OZ0752  HISTORY     - 1950     MONUMENTED       CGS
 OZ0752
 OZ0752                          STATION DESCRIPTION
 OZ0752
 OZ0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0752'6.5 MI NE FROM TWIN SPRINGS.
 OZ0752'6.5 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0752'POST OFFICE AT TWIN SPRINGS, IN THE SOUTHEAST CORNER OF A SMALL GRASSY
 OZ0752'CLEARING, 109 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A 14-INCH
 OZ0752'TRIANGULAR-BLAZED PINE TREE, 50 FEET SOUTH OF THE CENTER LINE OF THE
 OZ0752'ROAD, ABOUT 30 FEET NORTH OF THE BASE OF THE NORTH SLOPE OF A HILL,
 OZ0752'2.2 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD,
 OZ0752'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OZ0752'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0349 ***********************************************************************
 OZ0349  DESIGNATION -  H 334
 OZ0349  PID         -  OZ0349
 OZ0349  STATE/COUNTY-  ID/ELMORE
 OZ0349  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0349
 OZ0349                         *CURRENT SURVEY CONTROL
 OZ0349  ___________________________________________________________________
 OZ0349* NAD 83(1986)-  43 48 47.     (N)    115 16 54.     (W)     SCALED    
 OZ0349* NAVD 88     -      1423.971  (meters)    4671.81   (feet)  ADJUSTED  
 OZ0349  ___________________________________________________________________
 OZ0349  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 OZ0349  DYNAMIC HT  -        1423.112 (meters)    4668.99  (feet)  COMP
 OZ0349  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 OZ0349
 OZ0349  VERT ORDER  -  SECOND    CLASS 0
 OZ0349
 OZ0349.The horizontal coordinates were scaled from a topographic map and have
 OZ0349.an estimated accuracy of +/- 6 seconds.
 OZ0349
 OZ0349.The orthometric height was determined by differential leveling
 OZ0349.and adjusted by the National Geodetic Survey in June 1991..
 OZ0349
 OZ0349.The geoid height was determined by GEOID03.
 OZ0349
 OZ0349.The dynamic height is computed by dividing the NAVD 88
 OZ0349.geopotential number by the normal gravity value computed on the
 OZ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0349.degrees latitude (g = 980.6199 gals.).
 OZ0349
 OZ0349.The modeled gravity was interpolated from observed gravity values.
 OZ0349
 OZ0349;                    North         East    Units  Estimated Accuracy
 OZ0349;SPC ID W     -   238,530.      837,680.      MT  (+/- 180 meters Scaled)
 OZ0349
 OZ0349                          SUPERSEDED SURVEY CONTROL
 OZ0349
 OZ0349  NGVD 29 (??/??/92) 1422.705  (m)         4667.66   (f) ADJ UNCH    2 0
 OZ0349
 OZ0349.Superseded values are not recommended for survey control.
 OZ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0349.See file dsdata.txt to determine how the superseded data were derived.
 OZ0349
 OZ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ381525(NAD 83)
 OZ0349_MARKER: DB = BENCH MARK DISK
 OZ0349_SETTING: 80 = SET IN A BOULDER
 OZ0349_SP_SET: BOLDER
 OZ0349_STAMPING: H 334 1950
 OZ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0349+STABILITY: SURFACE MOTION
 OZ0349
 OZ0349  HISTORY     - Date     Condition        Report By
 OZ0349  HISTORY     - 1950     MONUMENTED       CGS
 OZ0349  HISTORY     - 1951     GOOD             NGS
 OZ0349
 OZ0349                          STATION DESCRIPTION
 OZ0349
 OZ0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0349'9.9 MI W FROM ATLANTA.
 OZ0349'9.9 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0349'OFFICE AT ATLANTA, AT THE SOUTHEAST END OF A SLIGHT CURVE, IN THE TOP
 OZ0349'OF THE MOST PROMINENT ONE OF A GROUP OF BOULDERS, 74 1/2 FEET WEST OF
 OZ0349'AND ACROSS THE ROAD FROM A HUGE UNEMBEDDED BOULDER, 46 FEET SOUTHEAST
 OZ0349'OF A LONE 14-INCH WILD CHERRY TREE, 18 FEET SOUTHWEST OF THE CENTER
 OZ0349'LINE OF THE ROAD, ABOUT 3 FEET HIGHER THAN THE ROAD, AND MARKED BY THE
 OZ0349'WHITE PAINTED LETTERS BM.
 OZ0349
 OZ0349                          STATION RECOVERY (1951)
 OZ0349
 OZ0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0126 ***********************************************************************
 OZ0126  DESIGNATION -  H 335
 OZ0126  PID         -  OZ0126
 OZ0126  STATE/COUNTY-  ID/GOODING
 OZ0126  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0126
 OZ0126                         *CURRENT SURVEY CONTROL
 OZ0126  ___________________________________________________________________
 OZ0126* NAD 83(1986)-  43 02 39.     (N)    114 41 36.     (W)     SCALED    
 OZ0126* NAVD 88     -      1177.175  (meters)    3862.11   (feet)  ADJUSTED  
 OZ0126  ___________________________________________________________________
 OZ0126  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 OZ0126  DYNAMIC HT  -        1176.577 (meters)    3860.15  (feet)  COMP
 OZ0126  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 OZ0126
 OZ0126  VERT ORDER  -  SECOND    CLASS 0
 OZ0126
 OZ0126.The horizontal coordinates were scaled from a topographic map and have
 OZ0126.an estimated accuracy of +/- 6 seconds.
 OZ0126
 OZ0126.The orthometric height was determined by differential leveling
 OZ0126.and adjusted by the National Geodetic Survey in June 1991..
 OZ0126
 OZ0126.The geoid height was determined by GEOID03.
 OZ0126
 OZ0126.The dynamic height is computed by dividing the NAVD 88
 OZ0126.geopotential number by the normal gravity value computed on the
 OZ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0126.degrees latitude (g = 980.6199 gals.).
 OZ0126
 OZ0126.The modeled gravity was interpolated from observed gravity values.
 OZ0126
 OZ0126;                    North         East    Units  Estimated Accuracy
 OZ0126;SPC ID C     -   153,240.      443,510.      MT  (+/- 180 meters Scaled)
 OZ0126
 OZ0126                          SUPERSEDED SURVEY CONTROL
 OZ0126
 OZ0126  NGVD 29 (??/??/92) 1176.270  (m)         3859.15   (f) ADJ UNCH    2 0
 OZ0126
 OZ0126.Superseded values are not recommended for survey control.
 OZ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0126.See file dsdata.txt to determine how the superseded data were derived.
 OZ0126
 OZ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH878683(NAD 83)
 OZ0126_MARKER: DB = BENCH MARK DISK
 OZ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0126_STAMPING: H 335 1935
 OZ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0126+STABILITY: SURFACE MOTION
 OZ0126
 OZ0126  HISTORY     - Date     Condition        Report By
 OZ0126  HISTORY     - 1935     MONUMENTED       CGS
 OZ0126  HISTORY     - 1950     GOOD             NGS
 OZ0126
 OZ0126                          STATION DESCRIPTION
 OZ0126
 OZ0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0126'8.2 MI N FROM GOODING.
 OZ0126'8.2 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0126'GOODING, 0.3 MILE NORTH OF A TRACK ROAD CROSSING, 0.1 MILE NORTH OF A
 OZ0126'24-INCH CORRUGATED METAL PIPE CULVERT, ABOUT 100 YARDS WEST OF A
 OZ0126'PROMINENT ROCKY KNOLL, 51 FEET WEST OF THE WEST EDGE OF A FIRE DITCH,
 OZ0126'45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET NORTH OF A
 OZ0126'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 OZ0126'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0392 ***********************************************************************
 OZ0392  DESIGNATION -  H 338
 OZ0392  PID         -  OZ0392
 OZ0392  STATE/COUNTY-  ID/ELMORE
 OZ0392  USGS QUAD   -  GRAND MTN (1972)
 OZ0392
 OZ0392                         *CURRENT SURVEY CONTROL
 OZ0392  ___________________________________________________________________
 OZ0392* NAD 83(1986)-  43 52 20.     (N)    115 22 39.     (W)     SCALED    
 OZ0392* NAVD 88     -      1630.581  (meters)    5349.66   (feet)  ADJUSTED  
 OZ0392  ___________________________________________________________________
 OZ0392  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 OZ0392  DYNAMIC HT  -        1629.643 (meters)    5346.59  (feet)  COMP
 OZ0392  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 OZ0392
 OZ0392  VERT ORDER  -  SECOND    CLASS 0
 OZ0392
 OZ0392.The horizontal coordinates were scaled from a topographic map and have
 OZ0392.an estimated accuracy of +/- 6 seconds.
 OZ0392
 OZ0392.The orthometric height was determined by differential leveling
 OZ0392.and adjusted by the National Geodetic Survey in June 1991..
 OZ0392
 OZ0392.The geoid height was determined by GEOID03.
 OZ0392
 OZ0392.The dynamic height is computed by dividing the NAVD 88
 OZ0392.geopotential number by the normal gravity value computed on the
 OZ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0392.degrees latitude (g = 980.6199 gals.).
 OZ0392
 OZ0392.The modeled gravity was interpolated from observed gravity values.
 OZ0392
 OZ0392;                    North         East    Units  Estimated Accuracy
 OZ0392;SPC ID W     -   245,060.      829,940.      MT  (+/- 180 meters Scaled)
 OZ0392
 OZ0392                          SUPERSEDED SURVEY CONTROL
 OZ0392
 OZ0392  NGVD 29 (??/??/92) 1629.356  (m)         5345.65   (f) ADJ UNCH    2 0
 OZ0392
 OZ0392.Superseded values are not recommended for survey control.
 OZ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0392.See file dsdata.txt to determine how the superseded data were derived.
 OZ0392
 OZ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ303589(NAD 83)
 OZ0392_MARKER: DB = BENCH MARK DISK
 OZ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0392_STAMPING: H 338 1950
 OZ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0392+STABILITY: SURFACE MOTION
 OZ0392
 OZ0392  HISTORY     - Date     Condition        Report By
 OZ0392  HISTORY     - 1950     MONUMENTED       CGS
 OZ0392
 OZ0392                          STATION DESCRIPTION
 OZ0392
 OZ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0392'4.1 MI S FROM DEER PARK GUARD STATION.
 OZ0392'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0392'THENCE 3.7 MILES SOUTH ALONG A GRADED FOREST SERVICE ROAD, ON THE
 OZ0392'INSIDE OF A LONG CURVE, AT THE BASE OF THE EAST SLOPE OF A HILL, 79
 OZ0392'FEET WEST OF THE CENTER LINE OF THE ROAD, 67 FEET WEST OF THE WEST END
 OZ0392'OF A 24-INCH CORRUGATED METAL PIPE CULVERT, 23.0 FEET NORTH OF BENCH
 OZ0392'MARK 5345.1 (USGS), 2.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 OZ0392'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 OZ0392'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0438 ***********************************************************************
 OZ0438  DESIGNATION -  H 339
 OZ0438  PID         -  OZ0438
 OZ0438  STATE/COUNTY-  ID/ELMORE
 OZ0438  USGS QUAD   -  HIGH PRAIRIE (1963)
 OZ0438
 OZ0438                         *CURRENT SURVEY CONTROL
 OZ0438  ___________________________________________________________________
 OZ0438* NAD 83(1986)-  43 21 59.     (N)    115 14 11.     (W)     SCALED    
 OZ0438* NAVD 88     -      1652.504  (meters)    5421.59   (feet)  ADJUSTED  
 OZ0438  ___________________________________________________________________
 OZ0438  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 OZ0438  DYNAMIC HT  -        1651.556 (meters)    5418.48  (feet)  COMP
 OZ0438  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 OZ0438
 OZ0438  VERT ORDER  -  SECOND    CLASS 0
 OZ0438
 OZ0438.The horizontal coordinates were scaled from a topographic map and have
 OZ0438.an estimated accuracy of +/- 6 seconds.
 OZ0438
 OZ0438.The orthometric height was determined by differential leveling
 OZ0438.and adjusted by the National Geodetic Survey in June 1991..
 OZ0438
 OZ0438.The geoid height was determined by GEOID03.
 OZ0438
 OZ0438.The dynamic height is computed by dividing the NAVD 88
 OZ0438.geopotential number by the normal gravity value computed on the
 OZ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0438.degrees latitude (g = 980.6199 gals.).
 OZ0438
 OZ0438.The modeled gravity was interpolated from observed gravity values.
 OZ0438
 OZ0438;                    North         East    Units  Estimated Accuracy
 OZ0438;SPC ID W     -   188,930.      841,630.      MT  (+/- 180 meters Scaled)
 OZ0438
 OZ0438                          SUPERSEDED SURVEY CONTROL
 OZ0438
 OZ0438  NGVD 29 (??/??/92) 1651.420  (m)         5418.03   (f) ADJ UNCH    2 0
 OZ0438
 OZ0438.Superseded values are not recommended for survey control.
 OZ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0438.See file dsdata.txt to determine how the superseded data were derived.
 OZ0438
 OZ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ428030(NAD 83)
 OZ0438_MARKER: DB = BENCH MARK DISK
 OZ0438_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0438_SP_SET: LAVA OUTCROP
 OZ0438_STAMPING: H 339 1950
 OZ0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0438+STABILITY: POSITION/ELEVATION WELL
 OZ0438
 OZ0438  HISTORY     - Date     Condition        Report By
 OZ0438  HISTORY     - 1950     MONUMENTED       CGS
 OZ0438
 OZ0438                          STATION DESCRIPTION
 OZ0438
 OZ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0438'13.9 MI SE FROM PINE.
 OZ0438'13.9 MILES SOUTHEAST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE
 OZ0438'AT PINE, 0.2 MILE SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING
 OZ0438'SOUTHWEST TO GLENNS FERRY, AT THE SUMMIT OF A SHORT STEEP GRADE, 0.1
 OZ0438'MILE SOUTH OF A STOCK CORRAL, IN THE TOP OF A LAVA OUTCROP, 2.5 FEET
 OZ0438'NORTHEAST OF THE SOUTHWEST EDGE, 51 FEET NORTHEAST OF THE CENTER LINE
 OZ0438'OF THE ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND MARKED WITH THE
 OZ0438'WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0443 ***********************************************************************
 QA0443  DESIGNATION -  H 34
 QA0443  PID         -  QA0443
 QA0443  STATE/COUNTY-  ID/BOISE
 QA0443  USGS QUAD   -  GRIMES PASS (1988)
 QA0443
 QA0443                         *CURRENT SURVEY CONTROL
 QA0443  ___________________________________________________________________
 QA0443* NAD 83(1986)-  44 02 42.     (N)    115 51 15.     (W)     SCALED    
 QA0443* NAVD 88     -       990.912  (meters)    3251.02   (feet)  ADJUSTED  
 QA0443  ___________________________________________________________________
 QA0443  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 QA0443  DYNAMIC HT  -         990.461 (meters)    3249.54  (feet)  COMP
 QA0443  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 QA0443
 QA0443  VERT ORDER  -  SECOND    CLASS 0
 QA0443
 QA0443.The horizontal coordinates were scaled from a topographic map and have
 QA0443.an estimated accuracy of +/- 6 seconds.
 QA0443
 QA0443.The orthometric height was determined by differential leveling
 QA0443.and adjusted by the National Geodetic Survey in June 1991..
 QA0443
 QA0443.The geoid height was determined by GEOID03.
 QA0443
 QA0443.The dynamic height is computed by dividing the NAVD 88
 QA0443.geopotential number by the normal gravity value computed on the
 QA0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0443.degrees latitude (g = 980.6199 gals.).
 QA0443
 QA0443.The modeled gravity was interpolated from observed gravity values.
 QA0443
 QA0443;                    North         East    Units  Estimated Accuracy
 QA0443;SPC ID W     -   264,200.      791,650.      MT  (+/- 180 meters Scaled)
 QA0443
 QA0443                          SUPERSEDED SURVEY CONTROL
 QA0443
 QA0443  NGVD 29 (??/??/92)  989.787  (m)         3247.33   (f) ADJ UNCH    2 0
 QA0443
 QA0443.Superseded values are not recommended for survey control.
 QA0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0443.See file dsdata.txt to determine how the superseded data were derived.
 QA0443
 QA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ917775(NAD 83)
 QA0443_MARKER: DD = SURVEY DISK
 QA0443_SETTING: 80 = SET IN A BOULDER
 QA0443_SP_SET: BOULDER
 QA0443_STAMPING: H 34 1933
 QA0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0443+STABILITY: SURFACE MOTION
 QA0443
 QA0443  HISTORY     - Date     Condition        Report By
 QA0443  HISTORY     - 1933     MONUMENTED       USGS
 QA0443  HISTORY     - 1969     GOOD             NGS
 QA0443
 QA0443                          STATION DESCRIPTION
 QA0443
 QA0443'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0443'6.9 MI E FROM GARDEN VALLEY.
 QA0443'6.9 MILES EAST ALONG STATE HIGHWAY 17 FROM THE SCHOOL AT GARDEN
 QA0443'VALLEY, BOISE COUNTY, 240 FEET WEST OF THE CENTER OF A JUNCTION OF A
 QA0443'ROAD LEADING SOUTH TO GRIMES PASS, 75 FEET NORTHEAST OF A DAM ACROSS
 QA0443'SOUTH FORK PAYETTE RIVER, 15 FEET SOUTHEAST OF THE CENTERLINE OF THE
 QA0443'HIGHWAY, AT THE SOUTH SLOPE OF A BANK, AND IN THE TOP OF A GRANITE
 QA0443'BOULDER.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 34 1933.
 QA0443
 QA0443                          STATION RECOVERY (1969)
 QA0443
 QA0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QA0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0754 ***********************************************************************
 OY0754  DESIGNATION -  H 34
 OY0754  PID         -  OY0754
 OY0754  STATE/COUNTY-  ID/CLARK
 OY0754  USGS QUAD   -  CIRCULAR BUTTE NW (1969)
 OY0754
 OY0754                         *CURRENT SURVEY CONTROL
 OY0754  ___________________________________________________________________
 OY0754* NAD 83(1986)-  43 58 34.     (N)    112 43 20.     (W)     SCALED    
 OY0754* NAVD 88     -      1540.957  (meters)    5055.62   (feet)  ADJUSTED  
 OY0754  ___________________________________________________________________
 OY0754  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 OY0754  DYNAMIC HT  -        1540.199 (meters)    5053.14  (feet)  COMP
 OY0754  MODELED GRAV-     980,071.9   (mgal)                       NAVD 88
 OY0754
 OY0754  VERT ORDER  -  FIRST     CLASS II
 OY0754
 OY0754.The horizontal coordinates were scaled from a topographic map and have
 OY0754.an estimated accuracy of +/- 6 seconds.
 OY0754
 OY0754.The orthometric height was determined by differential leveling
 OY0754.and adjusted by the National Geodetic Survey in December 1992..
 OY0754
 OY0754.The geoid height was determined by GEOID03.
 OY0754
 OY0754.The dynamic height is computed by dividing the NAVD 88
 OY0754.geopotential number by the normal gravity value computed on the
 OY0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0754.degrees latitude (g = 980.6199 gals.).
 OY0754
 OY0754.The modeled gravity was interpolated from observed gravity values.
 OY0754
 OY0754;                    North         East    Units  Estimated Accuracy
 OY0754;SPC ID E     -   256,690.      155,430.      MT  (+/- 180 meters Scaled)
 OY0754
 OY0754                          SUPERSEDED SURVEY CONTROL
 OY0754
 OY0754  NAVD 88 (06/15/91) 1540.965  (m)         5055.65   (f) UNKNOWN     1 2
 OY0754  NGVD 29 (08/20/92) 1539.877  (m)         5052.08   (f) ADJUSTED    1 2
 OY0754
 OY0754.Superseded values are not recommended for survey control.
 OY0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0754.See file dsdata.txt to determine how the superseded data were derived.
 OY0754
 OY0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP618706(NAD 83)
 OY0754_MARKER: DB = BENCH MARK DISK
 OY0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0754_SP_SET: CONCRETE POST
 OY0754_STAMPING: H 34 1934
 OY0754_MARK LOGO: CGS   
 OY0754_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0754+STABILITY: SURFACE MOTION
 OY0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0754+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 OY0754
 OY0754  HISTORY     - Date     Condition        Report By
 OY0754  HISTORY     - 1934     MONUMENTED       CGS
 OY0754  HISTORY     - 19920324 GOOD             NGS
 OY0754  HISTORY     - 20010522 GOOD             IDTD
 OY0754
 OY0754                          STATION DESCRIPTION
 OY0754
 OY0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OY0754'34.9 MI SW FROM DUBOIS.
 OY0754'34.9 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 OY0754'DUBOIS, CLARK COUNTY, 3.9 MILES SOUTHWEST OF THE RANCH HOUSE AT RENO
 OY0754'RANCH, 1.3 MILES NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 28, 30
 OY0754'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A
 OY0754'LAVA ROCK PAINTED BM.  A STANDARD DISK, STAMPED H 34 1934 AND SET IN
 OY0754'THE TOP OF A CONCRETE POST.
 OY0754
 OY0754                          STATION RECOVERY (1992)
 OY0754
 OY0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0754'4.9 KM (3.05 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 OY0754'IN TERRETON, THENCE 23.6 KM (14.65 MI) NORTHWESTERLY ALONG STATE
 OY0754'HIGHWAY 28 (SALMON HIGHWAY), THENCE 0.5 KM (0.30 MI) SOUTHWESTERLY
 OY0754'ALONG A TRACK ROAD, 9.5 M (31.2 FT) SOUTHEAST OF AND LEVEL WITH THE
 OY0754'ROAD CENTER, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST, AND THE
 OY0754'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 OY0754
 OY0754                          STATION RECOVERY (2001)
 OY0754
 OY0754'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JLW)
 OY0754'FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 33 WEST OF MUD LAKE,
 OY0754'PROCEED NORTHWEST ON SH-28 FOR 14.675 MILES TO MILEPOST 29.825, THEN
 OY0754'TURN LEFT AND PROCEED SOUTHWEST ON A TRACK ROAD FOR .3 MILE AND THE
 OY0754'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0344 ***********************************************************************
 NT0344  DESIGNATION -  H 340
 NT0344  PID         -  NT0344
 NT0344  STATE/COUNTY-  ID/FRANKLIN
 NT0344  USGS QUAD   -  WESTON (1969)
 NT0344
 NT0344                         *CURRENT SURVEY CONTROL
 NT0344  ___________________________________________________________________
 NT0344* NAD 83(1986)-  42 05 47.     (N)    111 54 56.     (W)     SCALED    
 NT0344* NAVD 88     -      1360.810  (meters)    4464.59   (feet)  ADJUSTED  
 NT0344  ___________________________________________________________________
 NT0344  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NT0344  DYNAMIC HT  -        1359.877 (meters)    4461.53  (feet)  COMP
 NT0344  MODELED GRAV-     979,889.8   (mgal)                       NAVD 88
 NT0344
 NT0344  VERT ORDER  -  SECOND    CLASS 0
 NT0344
 NT0344.The horizontal coordinates were scaled from a topographic map and have
 NT0344.an estimated accuracy of +/- 6 seconds.
 NT0344
 NT0344.The orthometric height was determined by differential leveling
 NT0344.and adjusted by the National Geodetic Survey in June 1991..
 NT0344
 NT0344.The geoid height was determined by GEOID03.
 NT0344
 NT0344.The dynamic height is computed by dividing the NAVD 88
 NT0344.geopotential number by the normal gravity value computed on the
 NT0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0344.degrees latitude (g = 980.6199 gals.).
 NT0344
 NT0344.The modeled gravity was interpolated from observed gravity values.
 NT0344
 NT0344;                    North         East    Units  Estimated Accuracy
 NT0344;SPC ID E     -    47,760.      220,770.      MT  (+/- 180 meters Scaled)
 NT0344
 NT0344                          SUPERSEDED SURVEY CONTROL
 NT0344
 NT0344  NGVD 29 (??/??/92) 1359.784  (m)         4461.22   (f) ADJ UNCH    2 0
 NT0344
 NT0344.Superseded values are not recommended for survey control.
 NT0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0344.See file dsdata.txt to determine how the superseded data were derived.
 NT0344
 NT0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM242608(NAD 83)
 NT0344_MARKER: DB = BENCH MARK DISK
 NT0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0344_STAMPING: H 340 1951
 NT0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0344+STABILITY: SURFACE MOTION
 NT0344
 NT0344  HISTORY     - Date     Condition        Report By
 NT0344  HISTORY     - 1951     MONUMENTED       CGS
 NT0344  HISTORY     - 1971     GOOD             USGS
 NT0344
 NT0344                          STATION DESCRIPTION
 NT0344
 NT0344'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0344'2.0 MI W FROM PRESTON.
 NT0344'ABOUT 2.0 MILES WEST ALONG US HIGHWAY 86 FROM THE COUNTY COURT HOUSE
 NT0344'AT PRESTON, TO BEAR RIVER BRIDGE.  THENCE 0.1 MILES WEST ALONG HIGHWAY
 NT0344'TO JUNCTION WITH OLD ROAD LEADING EAST.  THENCE ALONG CENTER LINE OF
 NT0344'ROAD FROM FENCE CROSSING.  68 FEET SOUTH AND NORMAL FROM CENTER LINE
 NT0344'OF ROAD.  2.0 FEET SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT LOWER
 NT0344'THAN THE ROAD, SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 NT0344'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0180 ***********************************************************************
 OY0180  DESIGNATION -  H 3401
 OY0180  PID         -  OY0180
 OY0180  STATE/COUNTY-  ID/BONNEVILLE
 OY0180  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0180
 OY0180                         *CURRENT SURVEY CONTROL
 OY0180  ___________________________________________________________________
 OY0180* NAD 83(1986)-  43 30 22.     (N)    112 01 25.     (W)     SCALED    
 OY0180* NAVD 88     -      1443.560  (meters)    4736.08   (feet)  ADJUSTED  
 OY0180  ___________________________________________________________________
 OY0180  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 OY0180  DYNAMIC HT  -        1442.800 (meters)    4733.59  (feet)  COMP
 OY0180  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 OY0180
 OY0180  VERT ORDER  -  SECOND    CLASS 0
 OY0180
 OY0180.The horizontal coordinates were scaled from a topographic map and have
 OY0180.an estimated accuracy of +/- 6 seconds.
 OY0180
 OY0180.The orthometric height was determined by differential leveling
 OY0180.and adjusted by the National Geodetic Survey in June 1991..
 OY0180
 OY0180.The geoid height was determined by GEOID03.
 OY0180
 OY0180.The dynamic height is computed by dividing the NAVD 88
 OY0180.geopotential number by the normal gravity value computed on the
 OY0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0180.degrees latitude (g = 980.6199 gals.).
 OY0180
 OY0180.The modeled gravity was interpolated from observed gravity values.
 OY0180
 OY0180;                    North         East    Units  Estimated Accuracy
 OY0180;SPC ID E     -   204,330.      211,570.      MT  (+/- 180 meters Scaled)
 OY0180
 OY0180                          SUPERSEDED SURVEY CONTROL
 OY0180
 OY0180  NGVD 29 (??/??/92) 1442.480  (m)         4732.54   (f) ADJ UNCH    2 0
 OY0180
 OY0180.Superseded values are not recommended for survey control.
 OY0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0180.See file dsdata.txt to determine how the superseded data were derived.
 OY0180
 OY0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP172175(NAD 83)
 OY0180_MARKER: DB = BENCH MARK DISK
 OY0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0180_SP_SET: CURB
 OY0180_STAMPING: H-3401
 OY0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0180
 OY0180  HISTORY     - Date     Condition        Report By
 OY0180  HISTORY     - UNK      MONUMENTED       IDGS
 OY0180  HISTORY     - 1934     GOOD             NGS
 OY0180  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 OY0180  HISTORY     - 1983     MARK NOT FOUND   NGS
 OY0180
 OY0180                          STATION DESCRIPTION
 OY0180
 OY0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OY0180'0.1 MI NE FROM IDAHO FALLS.
 OY0180'0.1 MILE NORTHEAST OF, ALONG U.S. HIGHWAY 191 FROM POST OFFICE.  AT
 OY0180'SOUTH END OF CURVE IN ROAD AROUND NORTHWEST END OF IDAHO FALLS COUNTRY
 OY0180'CLUB GOLF COURSE.  66 FEET EAST OF CENTERLINE OF HIGHWAY.  33 FEET
 OY0180'SOUTHEAST OF TELEPHONE POLE AND PROJECTING 1.5 FOOT ABOVE THE LEVEL OF
 OY0180'THE GROUND.  (BENCH MARK IN GOOD CONDITION, BUT LIKELY TO BE BROKEN
 OY0180'OFF IN WORK ON GOLF COURSE NOW GOING ON.)
 OY0180
 OY0180                          STATION RECOVERY (1978)
 OY0180
 OY0180'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0180'MARK NOT FOUND.
 OY0180
 OY0180                          STATION RECOVERY (1983)
 OY0180
 OY0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0180'THE STREET HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0381 ***********************************************************************
 OX0381  DESIGNATION -  H 3403
 OX0381  PID         -  OX0381
 OX0381  STATE/COUNTY-  ID/BONNEVILLE
 OX0381  USGS QUAD   -  UCON (1979)
 OX0381
 OX0381                         *CURRENT SURVEY CONTROL
 OX0381  ___________________________________________________________________
 OX0381* NAD 83(1986)-  43 33 13.     (N)    111 59 39.     (W)     SCALED    
 OX0381* NAVD 88     -      1455.716  (meters)    4775.96   (feet)  POSTED    
 OX0381  ___________________________________________________________________
 OX0381  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 OX0381  DYNAMIC HT  -        1454.950 (meters)    4773.45  (feet)  COMP
 OX0381  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 OX0381
 OX0381  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0381
 OX0381.The horizontal coordinates were scaled from a topographic map and have
 OX0381.an estimated accuracy of +/- 6 seconds.
 OX0381
 OX0381.The orthometric height was determined by differential leveling
 OX0381.and adjusted by the National Geodetic Survey in 1992..
 OX0381.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0381.rate of 1.1 thru 2.0 mm/km.
 OX0381
 OX0381.The geoid height was determined by GEOID03.
 OX0381
 OX0381.The dynamic height is computed by dividing the NAVD 88
 OX0381.geopotential number by the normal gravity value computed on the
 OX0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0381.degrees latitude (g = 980.6199 gals.).
 OX0381
 OX0381.The modeled gravity was interpolated from observed gravity values.
 OX0381
 OX0381;                    North         East    Units  Estimated Accuracy
 OX0381;SPC ID E     -   209,620.      213,940.      MT  (+/- 180 meters Scaled)
 OX0381
 OX0381                          SUPERSEDED SURVEY CONTROL
 OX0381
 OX0381  NGVD 29 (??/??/92) 1454.637  (m)         4772.42   (f) ADJ UNCH    1 2
 OX0381
 OX0381.Superseded values are not recommended for survey control.
 OX0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0381.See file dsdata.txt to determine how the superseded data were derived.
 OX0381
 OX0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP196227(NAD 83)
 OX0381_MARKER: DD = SURVEY DISK
 OX0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0381_STAMPING: H 3403
 OX0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0381+STABILITY: SURFACE MOTION
 OX0381
 OX0381  HISTORY     - Date     Condition        Report By
 OX0381  HISTORY     - UNK      MONUMENTED       IDGS
 OX0381  HISTORY     - 1960     GOOD             NGS
 OX0381  HISTORY     - 1983     MARK NOT FOUND   NGS
 OX0381  HISTORY     - 19910419 MARK NOT FOUND   IDDT
 OX0381
 OX0381                          STATION DESCRIPTION
 OX0381
 OX0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OX0381'4.65 MI NE FROM IDAHO FALLS.
 OX0381'4.65 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0381'AT IDAHO FALLS, AT THE CROSSING OF A GRAVEL ROAD, AT A FENCE CORNER,
 OX0381'45 FEET WEST-NORTHWEST OF THE WEST RAIL, 30 FEET SOUTH-SOUTHEAST OF
 OX0381'THE CENTER LINE OF THE ROAD, 4.0 FEET SOUTHEAST OF THE FENCE CORNER,
 OX0381'1.5 FEET EAST-NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN
 OX0381'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OX0381'ABOVE THE GROUND.
 OX0381
 OX0381                          STATION RECOVERY (1983)
 OX0381
 OX0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0381'MARK NOT FOUND.
 OX0381
 OX0381                          STATION RECOVERY (1991)
 OX0381
 OX0381'RECOVERY NOTE BY ID DEPT OF TRANSP 1991 (RR)
 OX0381'A THROUGH SEARCH WAS MADE AT THE DESCRIBED LOCATION.  MARK WAS NOT
 OX0381'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0384 ***********************************************************************
 OX0384  DESIGNATION -  H 3405
 OX0384  PID         -  OX0384
 OX0384  STATE/COUNTY-  ID/BONNEVILLE
 OX0384  USGS QUAD   -  UCON (1979)
 OX0384
 OX0384                         *CURRENT SURVEY CONTROL
 OX0384  ___________________________________________________________________
 OX0384* NAD 83(1986)-  43 34 59.     (N)    111 58 26.     (W)     SCALED    
 OX0384* NAVD 88     -      1462.222  (meters)    4797.31   (feet)  ADJUSTED  
 OX0384  ___________________________________________________________________
 OX0384  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 OX0384  DYNAMIC HT  -        1461.461 (meters)    4794.81  (feet)  COMP
 OX0384  MODELED GRAV-     980,047.6   (mgal)                       NAVD 88
 OX0384
 OX0384  VERT ORDER  -  FIRST     CLASS II
 OX0384
 OX0384.The horizontal coordinates were scaled from a topographic map and have
 OX0384.an estimated accuracy of +/- 6 seconds.
 OX0384
 OX0384.The orthometric height was determined by differential leveling
 OX0384.and adjusted by the National Geodetic Survey in June 1991..
 OX0384
 OX0384.The geoid height was determined by GEOID03.
 OX0384
 OX0384.The dynamic height is computed by dividing the NAVD 88
 OX0384.geopotential number by the normal gravity value computed on the
 OX0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0384.degrees latitude (g = 980.6199 gals.).
 OX0384
 OX0384.The modeled gravity was interpolated from observed gravity values.
 OX0384
 OX0384;                    North         East    Units  Estimated Accuracy
 OX0384;SPC ID E     -   212,890.      215,570.      MT  (+/- 180 meters Scaled)
 OX0384
 OX0384                          SUPERSEDED SURVEY CONTROL
 OX0384
 OX0384  NGVD 29 (08/20/92) 1461.142  (m)         4793.76   (f) ADJUSTED    1 2
 OX0384
 OX0384.Superseded values are not recommended for survey control.
 OX0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0384.See file dsdata.txt to determine how the superseded data were derived.
 OX0384
 OX0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP213260(NAD 83)
 OX0384_MARKER: DD = SURVEY DISK
 OX0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0384_STAMPING: H 3405
 OX0384_MARK LOGO: IDGS  
 OX0384_PROJECTION: PROJECTING 5 CENTIMETERS
 OX0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0384+STABILITY: SURFACE MOTION
 OX0384
 OX0384  HISTORY     - Date     Condition        Report By
 OX0384  HISTORY     - UNK      MONUMENTED       IDGS
 OX0384  HISTORY     - 1960     GOOD             NGS
 OX0384  HISTORY     - 1983     GOOD             NGS
 OX0384  HISTORY     - 19910419 MARK NOT FOUND   IDDT
 OX0384
 OX0384                          STATION DESCRIPTION
 OX0384
 OX0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OX0384'6.85 MI SW FROM RIGBY.
 OX0384'6.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0384'AT RIGBY, 2 POLES SOUTHWEST OF MILEPOLE 7, 74 FEET SOUTHWEST OF THE
 OX0384'CENTER OF THE CROSSING OF FAIRVIEW ROAD, 41.9 FEET WEST-NORTHWEST OF
 OX0384'THE WEST-NORTHWEST RAIL, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 OX0384'5.0 FEET SOUTH OF BENCH MARK F 227, 4.8 FEET EAST-SOUTHEAST OF A
 OX0384'FENCE, 4.3 FEET SOUTH OF A FENCE, 1.0 FOOT WEST OF A WITNESS POST,
 OX0384'ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 OX0384'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OX0384
 OX0384                          STATION RECOVERY (1983)
 OX0384
 OX0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0384'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.0 KM
 OX0384'(6.85 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0384'RAILROAD STATION IN RIGBY, 12.9 METERS (42.3 FT) NORTHWEST OF THE NEAR
 OX0384'RAIL, 10.1 METERS (33.1 FT) SOUTHWEST OF THE CENTER OF FAIRVIEW ROAD,
 OX0384'4.3 METERS (14.1 FT) EAST OF A FENCE CORNER, AND 1.5 METERS (4.9 FT)
 OX0384'NORTH OF A FENCE.
 OX0384'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 OX0384'THE MARK IS 0.6 M BELOW THE TRACKS.
 OX0384
 OX0384                          STATION RECOVERY (1991)
 OX0384
 OX0384'RECOVERY NOTE BY ID DEPT OF TRANSP 1991 (RR)
 OX0384'A THOROUGH SEARCH WAS MADE AT THE DESCRIBED LOCATION.  MARK COUL NOT
 OX0384'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0274 ***********************************************************************
 OX0274  DESIGNATION -  H 3408
 OX0274  PID         -  OX0274
 OX0274  STATE/COUNTY-  ID/MADISON
 OX0274  USGS QUAD   -  WRIGHT CREEK (1965)
 OX0274
 OX0274                         *CURRENT SURVEY CONTROL
 OX0274  ___________________________________________________________________
 OX0274* NAD 83(1986)-  43 50 53.     (N)    111 26 46.     (W)     SCALED    
 OX0274* NAVD 88     -      1744.550  (meters)    5723.58   (feet)  POSTED    
 OX0274  ___________________________________________________________________
 OX0274  GEOID HEIGHT-         -10.43  (meters)                     GEOID03
 OX0274  DYNAMIC HT  -        1743.560 (meters)    5720.33  (feet)  COMP
 OX0274  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 OX0274
 OX0274  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0274
 OX0274.The horizontal coordinates were scaled from a topographic map and have
 OX0274.an estimated accuracy of +/- 6 seconds.
 OX0274
 OX0274.The orthometric height was determined by differential leveling
 OX0274.and adjusted by the National Geodetic Survey in 1992..
 OX0274.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0274.rate of 0.0 thru 1.0 mm/km.
 OX0274
 OX0274.The geoid height was determined by GEOID03.
 OX0274
 OX0274.The dynamic height is computed by dividing the NAVD 88
 OX0274.geopotential number by the normal gravity value computed on the
 OX0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0274.degrees latitude (g = 980.6199 gals.).
 OX0274
 OX0274.The modeled gravity was interpolated from observed gravity values.
 OX0274
 OX0274;                    North         East    Units  Estimated Accuracy
 OX0274;SPC ID E     -   242,570.      257,940.      MT  (+/- 180 meters Scaled)
 OX0274
 OX0274                          SUPERSEDED SURVEY CONTROL
 OX0274
 OX0274  NGVD 29 (??/??/92) 1743.395  (m)         5719.79   (f) ADJ UNCH    2 0
 OX0274
 OX0274.Superseded values are not recommended for survey control.
 OX0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0274.See file dsdata.txt to determine how the superseded data were derived.
 OX0274
 OX0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP641550(NAD 83)
 OX0274_MARKER: DB = BENCH MARK DISK
 OX0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0274_SP_SET: ABUTMENT
 OX0274_STAMPING: H 3408
 OX0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0274
 OX0274  HISTORY     - Date     Condition        Report By
 OX0274  HISTORY     - UNK      MONUMENTED       CGS
 OX0274  HISTORY     - 1951     GOOD             NGS
 OX0274  HISTORY     - 19960601 POOR             IDTD
 OX0274
 OX0274                          STATION DESCRIPTION
 OX0274
 OX0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0274'8.6 MI SE FROM NEWDALE.
 OX0274'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0274'NEWDALE, THENCE 8.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 20, ON TOP OF
 OX0274'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE LARGE BRIDGE OVER
 OX0274'CANYON CREEK, 13 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.7
 OX0274'FOOT ABOVE THE HIGHWAY.
 OX0274
 OX0274                          STATION RECOVERY (1996)
 OX0274
 OX0274'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 OX0274'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0275 ***********************************************************************
 OX0275  DESIGNATION -  H 3408 RESET
 OX0275  PID         -  OX0275
 OX0275  STATE/COUNTY-  ID/MADISON
 OX0275  USGS QUAD   -  WRIGHT CREEK (1965)
 OX0275
 OX0275                         *CURRENT SURVEY CONTROL
 OX0275  ___________________________________________________________________
 OX0275* NAD 83(1986)-  43 50 53.     (N)    111 26 46.     (W)     SCALED    
 OX0275* NAVD 88     -      1744.60   (+/-2cm)    5723.7    (feet)  VERTCON   
 OX0275  ___________________________________________________________________
 OX0275  GEOID HEIGHT-         -10.43  (meters)                     GEOID03
 OX0275
 OX0275  VERT ORDER  -  THIRD (See Below)
 OX0275
 OX0275.The horizontal coordinates were scaled from a topographic map and have
 OX0275.an estimated accuracy of +/- 6 seconds.
 OX0275
 OX0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0275.The vertical order pertains to the NGVD 29 superseded value.
 OX0275
 OX0275.The geoid height was determined by GEOID03.
 OX0275
 OX0275;                    North         East    Units  Estimated Accuracy
 OX0275;SPC ID E     -   242,570.      257,940.      MT  (+/- 180 meters Scaled)
 OX0275
 OX0275                          SUPERSEDED SURVEY CONTROL
 OX0275
 OX0275  NGVD 29 (03/27/06) 1743.45   (m)         5720.0    (f) RESET       3  
 OX0275
 OX0275.Superseded values are not recommended for survey control.
 OX0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0275.See file dsdata.txt to determine how the superseded data were derived.
 OX0275
 OX0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP641550(NAD 83)
 OX0275_MARKER: DD = SURVEY DISK
 OX0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0275_SP_SET: BRIDGE
 OX0275_STAMPING: H 3408 RESET 1953
 OX0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0275
 OX0275  HISTORY     - Date     Condition        Report By
 OX0275  HISTORY     - 1953     MONUMENTED       IDDT
 OX0275
 OX0275                          STATION DESCRIPTION
 OX0275
 OX0275'DESCRIBED BY ID DEPT OF TRANSP 1953
 OX0275'8.6 MI SE FROM NEWDALE.
 OX0275'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0275'NEWDALE, MADISON COUNTY, THENCE 8.5 MILES SOUTHEAST ALONG U.S. HIGHWAY
 OX0275'20 ALT.  AT THE BRIDGE OVER CANYON CREEK, AND IN THE TOP OF THE
 OX0275'NORTHEAST CONCRETE WING WALL.  A STATE SURVEY STANDARD DISK, STAMPED H
 OX0275'3408 RESET 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0293 ***********************************************************************
 NT0293  DESIGNATION -  H 341
 NT0293  PID         -  NT0293
 NT0293  STATE/COUNTY-  ID/FRANKLIN
 NT0293  USGS QUAD   -  RIVERDALE (1980)
 NT0293
 NT0293                         *CURRENT SURVEY CONTROL
 NT0293  ___________________________________________________________________
 NT0293* NAD 83(1986)-  42 11 02.     (N)    111 47 09.     (W)     SCALED    
 NT0293* NAVD 88     -      1417.319  (meters)    4649.99   (feet)  ADJUSTED  
 NT0293  ___________________________________________________________________
 NT0293  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 NT0293  DYNAMIC HT  -        1416.367 (meters)    4646.86  (feet)  COMP
 NT0293  MODELED GRAV-     979,901.4   (mgal)                       NAVD 88
 NT0293
 NT0293  VERT ORDER  -  SECOND    CLASS 0
 NT0293
 NT0293.The horizontal coordinates were scaled from a topographic map and have
 NT0293.an estimated accuracy of +/- 6 seconds.
 NT0293
 NT0293.The orthometric height was determined by differential leveling
 NT0293.and adjusted by the National Geodetic Survey in June 1991..
 NT0293
 NT0293.The geoid height was determined by GEOID03.
 NT0293
 NT0293.The dynamic height is computed by dividing the NAVD 88
 NT0293.geopotential number by the normal gravity value computed on the
 NT0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0293.degrees latitude (g = 980.6199 gals.).
 NT0293
 NT0293.The modeled gravity was interpolated from observed gravity values.
 NT0293
 NT0293;                    North         East    Units  Estimated Accuracy
 NT0293;SPC ID E     -    57,520.      231,460.      MT  (+/- 180 meters Scaled)
 NT0293
 NT0293                          SUPERSEDED SURVEY CONTROL
 NT0293
 NT0293  NGVD 29 (??/??/92) 1416.286  (m)         4646.60   (f) ADJ UNCH    2 0
 NT0293
 NT0293.Superseded values are not recommended for survey control.
 NT0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0293.See file dsdata.txt to determine how the superseded data were derived.
 NT0293
 NT0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM351704(NAD 83)
 NT0293_MARKER: DB = BENCH MARK DISK
 NT0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0293_STAMPING: H 341 1951
 NT0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0293+STABILITY: SURFACE MOTION
 NT0293
 NT0293  HISTORY     - Date     Condition        Report By
 NT0293  HISTORY     - 1951     MONUMENTED       CGS
 NT0293  HISTORY     - 1971     GOOD             USGS
 NT0293
 NT0293                          STATION DESCRIPTION
 NT0293
 NT0293'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0293'1 MI N FROM PRESTON.
 NT0293'1 MI N ALONG US HWY 91 FROM THE COURT HOUSE AT PRESTON, THENCE 4.6 MI
 NT0293'NE ALONG STATE HWY 34, THENCE 3.8 MI NE ALONG ASPHALT ROAD, NEAR THE
 NT0293'NORTHEAST CORNER OF A TRIANGLE FORMED BY THE MAIN ROAD AND A GRAVEL
 NT0293'ROAD LEADING NORTHEAST, 21 FEET SOUTHWEST ALONG THE CENTER LINE OF THE
 NT0293'MAIN ROAD FROM A CULVERT UNDER THE ROAD, 16 FEET NORTHWEST AND NORMAL
 NT0293'FROM THE CENTERLINE OF THE MAIN ROAD, 1.3 FOOT SOUTHEAST OF A FENCE,
 NT0293'2.7 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD,
 NT0293'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT ABOVE THE
 NT0293'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0544 ***********************************************************************
 OX0544  DESIGNATION -  H 34101
 OX0544  PID         -  OX0544
 OX0544  STATE/COUNTY-  ID/JEFFERSON
 OX0544  USGS QUAD   -  RIRIE (1980)
 OX0544
 OX0544                         *CURRENT SURVEY CONTROL
 OX0544  ___________________________________________________________________
 OX0544* NAD 83(1986)-  43 38 54.     (N)    111 45 09.     (W)     SCALED    
 OX0544* NAVD 88     -      1513.052  (meters)    4964.07   (feet)  POSTED    
 OX0544  ___________________________________________________________________
 OX0544  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 OX0544  DYNAMIC HT  -        1512.250 (meters)    4961.44  (feet)  COMP
 OX0544  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 OX0544
 OX0544  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 OX0544
 OX0544.The horizontal coordinates were scaled from a topographic map and have
 OX0544.an estimated accuracy of +/- 6 seconds.
 OX0544
 OX0544.The orthometric height was determined by differential leveling
 OX0544.and adjusted by the National Geodetic Survey in 1992..
 OX0544.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 OX0544.rate of 3.1 thru 4.0 mm/km.
 OX0544
 OX0544.The geoid height was determined by GEOID03.
 OX0544
 OX0544.The dynamic height is computed by dividing the NAVD 88
 OX0544.geopotential number by the normal gravity value computed on the
 OX0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0544.degrees latitude (g = 980.6199 gals.).
 OX0544
 OX0544.The modeled gravity was interpolated from observed gravity values.
 OX0544
 OX0544;                    North         East    Units  Estimated Accuracy
 OX0544;SPC ID E     -   220,210.      233,410.      MT  (+/- 180 meters Scaled)
 OX0544
 OX0544                          SUPERSEDED SURVEY CONTROL
 OX0544
 OX0544  NGVD 29 (??/??/92) 1511.950  (m)         4960.46   (f) ADJ UNCH    2 0
 OX0544
 OX0544.Superseded values are not recommended for survey control.
 OX0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0544.See file dsdata.txt to determine how the superseded data were derived.
 OX0544
 OX0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP393330(NAD 83)
 OX0544_MARKER: DD = SURVEY DISK
 OX0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0544_STAMPING: H 34101
 OX0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0544+STABILITY: SURFACE MOTION
 OX0544
 OX0544  HISTORY     - Date     Condition        Report By
 OX0544  HISTORY     - UNK      MONUMENTED       IDGS
 OX0544  HISTORY     - 1951     GOOD             NGS
 OX0544
 OX0544                          STATION DESCRIPTION
 OX0544
 OX0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0544'1.8 MI NE FROM RIRIE.
 OX0544'ABOUT 1.8 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0544'STATION AT RIRIE, AT A ROAD CROSSING ACROSS THE TRACK FROM MILEPOLE
 OX0544'NUMBER 18, ON THE SOUTH BANK OF THE GREAT FEEDER CANAL, 57 FEET NORTH
 OX0544'OF THE CENTER LINE OF THE ROAD, 32.4 FEET SOUTHWEST OF THE SOUTHWEST
 OX0544'CORNER OF A LARGE BRIDGE NUMBER 18.00, OVER THE GREAT FEEDER CANAL,
 OX0544'23.8 FEET WEST OF THE WEST RAIL, 1.8 FEET EAST OF A WITNESS POST, AND
 OX0544'ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 OX0544'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0277 ***********************************************************************
 OX0277  DESIGNATION -  H 3412
 OX0277  PID         -  OX0277
 OX0277  STATE/COUNTY-  ID/MADISON
 OX0277  USGS QUAD   -  WRIGHT CREEK (1965)
 OX0277
 OX0277                         *CURRENT SURVEY CONTROL
 OX0277  ___________________________________________________________________
 OX0277* NAD 83(1986)-  43 51 51.     (N)    111 24 37.     (W)     SCALED    
 OX0277* NAVD 88     -      1783.488  (meters)    5851.33   (feet)  POSTED    
 OX0277  ___________________________________________________________________
 OX0277  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 OX0277  DYNAMIC HT  -        1782.460 (meters)    5847.95  (feet)  COMP
 OX0277  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 OX0277
 OX0277  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0277
 OX0277.The horizontal coordinates were scaled from a topographic map and have
 OX0277.an estimated accuracy of +/- 6 seconds.
 OX0277
 OX0277.The orthometric height was determined by differential leveling
 OX0277.and adjusted by the National Geodetic Survey in 1992..
 OX0277.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0277.rate of 0.0 thru 1.0 mm/km.
 OX0277
 OX0277.The geoid height was determined by GEOID03.
 OX0277
 OX0277.The dynamic height is computed by dividing the NAVD 88
 OX0277.geopotential number by the normal gravity value computed on the
 OX0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0277.degrees latitude (g = 980.6199 gals.).
 OX0277
 OX0277.The modeled gravity was interpolated from observed gravity values.
 OX0277
 OX0277;                    North         East    Units  Estimated Accuracy
 OX0277;SPC ID E     -   244,380.      260,800.      MT  (+/- 180 meters Scaled)
 OX0277
 OX0277                          SUPERSEDED SURVEY CONTROL
 OX0277
 OX0277  NGVD 29 (??/??/92) 1782.322  (m)         5847.50   (f) ADJ UNCH    2 0
 OX0277
 OX0277.Superseded values are not recommended for survey control.
 OX0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0277.See file dsdata.txt to determine how the superseded data were derived.
 OX0277
 OX0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP670568(NAD 83)
 OX0277_MARKER: DB = BENCH MARK DISK
 OX0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0277_STAMPING: H 3412
 OX0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0277+STABILITY: SURFACE MOTION
 OX0277
 OX0277  HISTORY     - Date     Condition        Report By
 OX0277  HISTORY     - 1951     MONUMENTED       CGS
 OX0277  HISTORY     - 1951     GOOD             NGS
 OX0277  HISTORY     - 19960601 MARK NOT FOUND   IDTD
 OX0277
 OX0277                          STATION DESCRIPTION
 OX0277
 OX0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0277'10.6 MI SE FROM NEWDALE.
 OX0277'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0277'NEWDALE, THENCE 10.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 20, AT THE
 OX0277'SUMMIT OF A RISE, ABOUT 0.5 MILE WEST OF THE MADISON-TETON COUNTY
 OX0277'LINE, ACROSS THE HIGHWAY FROM TELEGRAPH LINE POLE NUMBER 430, 62 FEET
 OX0277'NORTHWEST OF THE CENTER LINE HIGHWAY, 1 FOOT NORTHEAST OF A WITNESS
 OX0277'POST, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY AND SET IN THE TOP OF A
 OX0277'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OX0277
 OX0277                          STATION RECOVERY (1996)
 OX0277
 OX0277'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 OX0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0609 ***********************************************************************
 OX0609  DESIGNATION -  H 3419
 OX0609  PID         -  OX0609
 OX0609  STATE/COUNTY-  ID/JEFFERSON
 OX0609  USGS QUAD   -  RIGBY (1979)
 OX0609
 OX0609                         *CURRENT SURVEY CONTROL
 OX0609  ___________________________________________________________________
 OX0609* NAD 83(1986)-  43 44 33.     (N)    111 59 21.     (W)     SCALED    
 OX0609* NAVD 88     -      1464.432  (meters)    4804.56   (feet)  ADJUSTED  
 OX0609  ___________________________________________________________________
 OX0609  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 OX0609  DYNAMIC HT  -        1463.678 (meters)    4802.08  (feet)  COMP
 OX0609  MODELED GRAV-     980,053.1   (mgal)                       NAVD 88
 OX0609
 OX0609  VERT ORDER  -  SECOND    CLASS 0
 OX0609
 OX0609.The horizontal coordinates were scaled from a topographic map and have
 OX0609.an estimated accuracy of +/- 6 seconds.
 OX0609
 OX0609.The orthometric height was determined by differential leveling
 OX0609.and adjusted by the National Geodetic Survey in June 1991..
 OX0609
 OX0609.The geoid height was determined by GEOID03.
 OX0609
 OX0609.The dynamic height is computed by dividing the NAVD 88
 OX0609.geopotential number by the normal gravity value computed on the
 OX0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0609.degrees latitude (g = 980.6199 gals.).
 OX0609
 OX0609.The modeled gravity was interpolated from observed gravity values.
 OX0609
 OX0609;                    North         East    Units  Estimated Accuracy
 OX0609;SPC ID E     -   230,600.      214,300.      MT  (+/- 180 meters Scaled)
 OX0609
 OX0609                          SUPERSEDED SURVEY CONTROL
 OX0609
 OX0609  NGVD 29 (??/??/92) 1463.340  (m)         4800.97   (f) ADJ UNCH    2 0
 OX0609
 OX0609.Superseded values are not recommended for survey control.
 OX0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0609.See file dsdata.txt to determine how the superseded data were derived.
 OX0609
 OX0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP203437(NAD 83)
 OX0609_MARKER: DB = BENCH MARK DISK
 OX0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0609_STAMPING: H 3419
 OX0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0609+STABILITY: SURFACE MOTION
 OX0609
 OX0609  HISTORY     - Date     Condition        Report By
 OX0609  HISTORY     - UNK      MONUMENTED       CGS
 OX0609  HISTORY     - 1945     GOOD             NGS
 OX0609
 OX0609                          STATION DESCRIPTION
 OX0609
 OX0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0609'8.1 MI NW FROM LORENZO.
 OX0609'1.8 MILES WEST ALONG COUNTY ROAD FROM POST OFFICE AT LORENZO, THENCE
 OX0609'1.0 MILE NORTH, 1.0 MILE WEST, 0.2 MILE NORTH, 0.6 MILE WEST, 0.2 MILE
 OX0609'NORTH, 0.5 MILE WEST, 0.5 MILE SOUTH, 2.3 MILES WEST, SET AT THE
 OX0609'CROSSING OF THE ROAD AND THE RAILROAD TRACK, 42 FEET NORTHWEST OF THE
 OX0609'NORTHWEST RAIL, 36 FEET NORTH OF CENTER-LINE OF ROAD, 5.6 FEET
 OX0609'SOUTHEAST OF FENCE, 1.1 FEET WEST OF REFERENCE POST.  A USC AND GS
 OX0609'STATE SURVEY DISK SET IN TOP OF A CONCRETE POST AND LEVEL WITH THE
 OX0609'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0250 ***********************************************************************
 NT0250  DESIGNATION -  H 342
 NT0250  PID         -  NT0250
 NT0250  STATE/COUNTY-  ID/BEAR LAKE
 NT0250  USGS QUAD   -  OVID (1967)
 NT0250
 NT0250                         *CURRENT SURVEY CONTROL
 NT0250  ___________________________________________________________________
 NT0250* NAD 83(1999)-  42 19 02.57259(N)    111 27 28.54637(W)     ADJUSTED  
 NT0250* NAVD 88     -      1829.420  (meters)    6002.02   (feet)  ADJUSTED  
 NT0250  ___________________________________________________________________
 NT0250  X           -  -1,728,372.888 (meters)                     COMP
 NT0250  Y           -  -4,397,195.868 (meters)                     COMP
 NT0250  Z           -   4,272,959.694 (meters)                     COMP
 NT0250  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 NT0250  ELLIP HEIGHT-        1816.34  (meters)          (07/10/02) GPS OBS
 NT0250  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 NT0250  DYNAMIC HT  -        1828.054 (meters)    5997.54  (feet)  COMP
 NT0250  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 NT0250
 NT0250  HORZ ORDER  -  FIRST
 NT0250  VERT ORDER  -  SECOND    CLASS 0
 NT0250  ELLP ORDER  -  FIFTH     CLASS I
 NT0250
 NT0250.The horizontal coordinates were established by GPS observations
 NT0250.and adjusted by the National Geodetic Survey in July 2002..
 NT0250.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NT0250.DATUM ITEM on the data sheet items page.
 NT0250
 NT0250.The orthometric height was determined by differential leveling
 NT0250.and adjusted by the National Geodetic Survey in June 1991..
 NT0250
 NT0250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NT0250
 NT0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0250
 NT0250.The ellipsoidal height was determined by GPS observations
 NT0250.and is referenced to NAD 83.
 NT0250
 NT0250.The geoid height was determined by GEOID03.
 NT0250
 NT0250.The dynamic height is computed by dividing the NAVD 88
 NT0250.geopotential number by the normal gravity value computed on the
 NT0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0250.degrees latitude (g = 980.6199 gals.).
 NT0250
 NT0250.The modeled gravity was interpolated from observed gravity values.
 NT0250
 NT0250;                    North         East     Units Scale Factor Converg.
 NT0250;SPC ID E     -    72,516.382   258,423.787   MT  0.99998935   +0 28 37.8
 NT0250;UTM  12      - 4,685,117.206   462,264.363   MT  0.99961752   -0 18 29.9
 NT0250
 NT0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0250!SPC ID E     -   0.99971521  x   0.99998935  =   0.99970457
 NT0250!UTM  12      -   0.99971521  x   0.99961752  =   0.99933284
 NT0250
 NT0250                          SUPERSEDED SURVEY CONTROL
 NT0250
 NT0250  NAD 83(1992)-  42 19 02.57263(N)    111 27 28.54475(W) AD(       ) 1
 NT0250  ELLIP H (07/28/92) 1816.42   (m)                       GP(       ) 5 1
 NT0250  NAD 83(1992)-  42 19 02.56607(N)    111 27 28.53000(W) AD(       ) 1
 NT0250  NGVD 29 (??/??/92) 1828.222  (m)         5998.09   (f) ADJ UNCH    2 0
 NT0250
 NT0250.Superseded values are not recommended for survey control.
 NT0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0250.See file dsdata.txt to determine how the superseded data were derived.
 NT0250
 NT0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM6226485117(NAD 83)
 NT0250_MARKER: DB = BENCH MARK DISK
 NT0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0250_SP_SET: SQUARE CONCRETE MONUMENT
 NT0250_STAMPING: H 342 1951
 NT0250_MARK LOGO: CGS   
 NT0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0250+STABILITY: SURFACE MOTION
 NT0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0250+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1990
 NT0250
 NT0250  HISTORY     - Date     Condition        Report By
 NT0250  HISTORY     - 1951     MONUMENTED       CGS
 NT0250  HISTORY     - 19900601 GOOD             NGS
 NT0250
 NT0250                          STATION DESCRIPTION
 NT0250
 NT0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0250'3.8 MI NW FROM OVID.
 NT0250'3.8 MILES NORTHWEST ALONG THE OVID-PRESTON ROAD FROM THE OVID SCHOOL,
 NT0250'AT A PROMINENT CURVE, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 29
 NT0250'FEET NORTHWEST OF A FENCE CORNER, 4.5 FEET EAST OF A POWER LINE POLE
 NT0250'WITH 3 GUY WIRES, 1.8 FEET WEST OF A WITNESS POST, AND ABOUT 1 FOOT
 NT0250'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NT0250'0.5 FOOT ABOVE THE GROUND.
 NT0250
 NT0250                          STATION RECOVERY (1990)
 NT0250
 NT0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NT0250'MARK IS LOCATED ABOUT 5.7 KM (3.54 MI) NORTHWEST OF OVID, IN THE WEST
 NT0250'SECTION OF THE LIBERTY COMMUNITY, ON THE RIGHT-OF-WAY OF STATE
 NT0250'HIGHWAY 36, ON THE OUTSIDE OF A CURVE AT A SMALL BROWN FRAME HOUSE,
 NT0250'IN THE ROADBED SLOPE, IN THE SOUTHWEST 1/4 OF SECTION 5, T 13 S, R 43
 NT0250'E.  OWNERSHIP--STATE TRANSPORTATION DEPARTMENT.
 NT0250'TO REACH FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT
 NT0250'THE OLD OVID SCHOOL IN OVID, GO WEST ON HIGHWAY 36 FOR 6.0 KM
 NT0250'(3.73 MI) TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD
 NT0250'FOR 0.45 KM (0.28 MI) TO A DRIVEWAY LEFT AT CURVE RIGHT, AND MARK ON
 NT0250'THE LEFT.
 NT0250'MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 20 CM BELOW
 NT0250'GROUND IN THE GRAVEL SLOPE.  IT IS 9.5 M (31.17 FT) SOUTH-SOUTHWEST
 NT0250'OF, AND 1.5 M (4.92 FT) LOWER THAN THE HIGHWAY CENTER, 5.0 M
 NT0250'(16.40 FT) EAST-NORTHEAST OF THE RIGHT-OF-WAY FENCE, 9.9 M
 NT0250'(32.48 FT) EAST-NORTHEAST OF A UTILITY POLE, 0.6 M (1.97 FT)
 NT0250'NORTHEAST OF A FIBERGLASS WITNESS POST, 13.9 M (45.60 FT) WEST OF THE
 NT0250'WEST END OF A METAL PIPE UNDER THE DRIVEWAY, AND 8.9 M (29.20 FT)
 NT0250'WEST-NORTHWEST OF A VEE FENCE CORNER.
 NT0250'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0747 ***********************************************************************
 OX0747  DESIGNATION -  H 3423
 OX0747  PID         -  OX0747
 OX0747  STATE/COUNTY-  ID/JEFFERSON
 OX0747  USGS QUAD   -  MENAN BUTTES (1979)
 OX0747
 OX0747                         *CURRENT SURVEY CONTROL
 OX0747  ___________________________________________________________________
 OX0747* NAD 83(1992)-  43 48 03.53813(N)    111 58 49.83588(W)     ADJUSTED  
 OX0747* NAVD 88     -      1473.4    (meters)    4834.     (feet)  VERTCON   
 OX0747  ___________________________________________________________________
 OX0747  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 OX0747  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 OX0747
 OX0747  HORZ ORDER  -  SECOND
 OX0747
 OX0747.The horizontal coordinates were established by classical geodetic methods
 OX0747.and adjusted by the National Geodetic Survey in July 1992..
 OX0747
 OX0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0747
 OX0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0747
 OX0747.The geoid height was determined by GEOID03.
 OX0747
 OX0747;                    North         East     Units Scale Factor Converg.
 OX0747;SPC ID E     -   237,100.346   214,979.951   MT  0.99995013   +0 07 43.9
 OX0747;UTM  12      - 4,850,235.979   421,126.023   MT  0.99967652   -0 40 43.3
 OX0747
 OX0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0747!SPC ID E     -   0.99977080  x   0.99995013  =   0.99972094
 OX0747!UTM  12      -   0.99977080  x   0.99967652  =   0.99944739
 OX0747
 OX0747:                Primary Azimuth Mark                     Grid Az
 OX0747:SPC ID E     -  T6N R38E SECS 33 34 SC                   149 10 49.8
 OX0747:UTM  12      -  T6N R38E SECS 33 34 SC                   149 59 17.0
 OX0747
 OX0747|---------------------------------------------------------------------|
 OX0747| PID    Reference Object                     Distance      Geod. Az  |
 OX0747|                                                           dddmmss.s |
 OX0747| OX0750 T6N R38E SECS 33 34 SC              478.261 METERS 1491833.7 |
 OX0747|---------------------------------------------------------------------|
 OX0747
 OX0747                          SUPERSEDED SURVEY CONTROL
 OX0747
 OX0747  NAD 83(1986)-  43 48 03.53174(N)    111 58 49.82221(W) AD(       ) 2
 OX0747  NAD 27      -  43 48 03.85300(N)    111 58 46.92700(W) AD(       ) 2
 OX0747  NGVD 29 (07/19/86) 1472.3    (m)         4830.     (f) VERT ANG       
 OX0747
 OX0747.Superseded values are not recommended for survey control.
 OX0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0747.See file dsdata.txt to determine how the superseded data were derived.
 OX0747
 OX0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP2112650236(NAD 83)
 OX0747_MARKER: DD = SURVEY DISK
 OX0747_SETTING: 80 = SET IN A BOULDER
 OX0747_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OX0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0747+STABILITY: SURFACE MOTION
 OX0747
 OX0747  HISTORY     - Date     Condition        Report By
 OX0747  HISTORY     - 1946     MONUMENTED       IDGS
 OX0747
 OX0747                          STATION DESCRIPTION
 OX0747
 OX0747'DESCRIBED BY IDAHO GEODETIC SURVEY 1946 (CL)
 OX0747'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD
 OX0747'BEEN DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A
 OX0747'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OX0747'
 OX0747'THE STATION IS 3 MILES NORTHEAST OF IONA, AND 3 MILES SOUTH
 OX0747'OF U.S. HIGHWAY 26 ON A GENTLY ROUNDED SUMMIT THAT IS COVERED
 OX0747'WITH BOULDERS, AND SAGE BRUSH.  NUMEROUS ANTENNAS OCCUPY
 OX0747'THE SAME SUMMIT.
 OX0747'
 OX0747'TO REACH THE STATION FROM THE IONA POST OFFICE GO NORTH ON
 OX0747'SECOND STREET FOR 0.1 MILE TO ROCKWOOD AVENUE, TURN RIGHT,
 OX0747'AND GO EAST ON ROCKWOOD AVENUE FOR 0.25 MILE TO FOURTH STREET,
 OX0747'TURN LEFT, AND GO NORTH ON FOURTH STREET, AND THE MACADAM
 OX0747'ROAD FOR 1.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO
 OX0747'EAST ON THE GRAVELED ROAD FOR 0.45 MILE TO A SIDE ROAD RIGHT,
 OX0747'AT SIGN, PANORAMA SWIMMING, TURN RIGHT AS PER SIGN, AND GO
 OX0747'SOUTHEAST FOR 1.6 MILE TO A DIRT ROAD ON THE RIGHT, LEAVE
 OX0747'THE MACADAM ROAD, AND GO SOUTH, UPHILL FOR 0.25 MILE TO THE
 OX0747'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHEAST ON THE DIRT
 OX0747'ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 OX0747'
 OX0747'THE STATION MARK, STAMPED H 3463, IS A U.S.C. AND G.S. AND S.S.
 OX0747'DISK CEMENTED IN A DRILL HOLE IN A 6 BY 6 FOOT BOULDER THAT
 OX0747'PROJECTS 1 FOOT, 125 FEET NORTHEAST OF THE NORTHEAST CORNER
 OX0747'OF A CINDER BLOCK BUILDING, 72 FEET NORTHWEST OF THE NORTHWEST
 OX0747'CORNER OF A CINDER BLOCK BUILDING, 70 FEET NORTH OF A POWER
 OX0747'POLE WITH TWO TRANSFORMERS, 15 FEET WEST OF THE CENTER OF
 OX0747'THE TRACK ROAD, AND 3.5 FEET NORTH OF A FENCE CORNER WITH A
 OX0747'WITNESS SIGN WIRED INTO THE TOP WIRES.
 OX0747'
 OX0747'REFERENCE MARK NO. 2, STAMPED H 3463 NO 2 1946, IS A STANDARD
 OX0747'DISK CEMENTED IN A DRILL HOLE IN 5 BY 6 FOOT BOULDER THAT
 OX0747'PROJECTS 1-1/2 FEET, 73 FEET NORTHEAST OF THE POWER POLE,
 OX0747'39 FEET EAST-SOUTHEAST OF THE FENCE CORNER, 34 FEET NORTHWEST
 OX0747'OF THE NORTHWEST CORNER OF THE CINDER BLOCK BUILDING, AND 24
 OX0747'FEET EAST OF THE CENTER OF THE TRACK ROAD.
 OX0747'
 OX0747'REFERENCE MARK NO. 3, STAMPED H 3463 1946 NO 3 1971, IS A
 OX0747'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 6 BY 6 FOOT
 OX0747'BOULDER THAT PROJECTS 1 FOOT, 40 FEET NORTH-NORTHEAST OF
 OX0747'THE FENCE CORNER, 10 FEET SOUTHWEST OF THE CENTER OF THE
 OX0747'ROAD, WHERE THE ROAD CURVES FROM SOUTHEAST TO SOUTH, AND 1
 OX0747'FOOT LOWER THAN THE STATION.
 OX0747'
 OX0747'THE DISTANCE BETWEEN R.M. NO. 2, AND R.M. NO. 3 IS 57.88
 OX0747'FEET OR 17.642 METERS.
 OX0747'
 OX0747'THE AZIMUTH MARK, STAMPED H 3463 1946, IS A STANDARD DISK
 OX0747'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT PROJECTS
 OX0747'1 FOOT, 82 FEET WEST OF THE CENTER OF THE TRACK ROAD, 69
 OX0747'FEET WEST OF A POWER POLE WITH A TRANSFORMER, AND 34 FEET
 OX0747'EAST OF A CINDER BLOCK BUILDING.
 OX0747'
 OX0747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 OX0747'NORTHEAST OF IONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0298 ***********************************************************************
 OX0298  DESIGNATION -  H 3428
 OX0298  PID         -  OX0298
 OX0298  STATE/COUNTY-  ID/TETON
 OX0298  USGS QUAD   -  TETONIA (1965)
 OX0298
 OX0298                         *CURRENT SURVEY CONTROL
 OX0298  ___________________________________________________________________
 OX0298* NAD 83(1986)-  43 49 29.     (N)    111 09 54.     (W)     SCALED    
 OX0298* NAVD 88     -      1837.649  (meters)    6029.02   (feet)  POSTED    
 OX0298  ___________________________________________________________________
 OX0298  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 OX0298  DYNAMIC HT  -        1836.530 (meters)    6025.35  (feet)  COMP
 OX0298  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 OX0298
 OX0298  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0298
 OX0298.The horizontal coordinates were scaled from a topographic map and have
 OX0298.an estimated accuracy of +/- 6 seconds.
 OX0298
 OX0298.The orthometric height was determined by differential leveling
 OX0298.and adjusted by the National Geodetic Survey in 1992..
 OX0298.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0298.rate of 0.0 thru 1.0 mm/km.
 OX0298
 OX0298.The geoid height was determined by GEOID03.
 OX0298
 OX0298.The dynamic height is computed by dividing the NAVD 88
 OX0298.geopotential number by the normal gravity value computed on the
 OX0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0298.degrees latitude (g = 980.6199 gals.).
 OX0298
 OX0298.The modeled gravity was interpolated from observed gravity values.
 OX0298
 OX0298;                    North         East    Units  Estimated Accuracy
 OX0298;SPC ID E     -   240,210.      280,570.      MT  (+/- 180 meters Scaled)
 OX0298
 OX0298                          SUPERSEDED SURVEY CONTROL
 OX0298
 OX0298  NGVD 29 (??/??/92) 1836.421  (m)         6024.99   (f) ADJ UNCH    2 0
 OX0298
 OX0298.Superseded values are not recommended for survey control.
 OX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0298.See file dsdata.txt to determine how the superseded data were derived.
 OX0298
 OX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP867524(NAD 83)
 OX0298_MARKER: DB = BENCH MARK DISK
 OX0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0298_STAMPING: H 3428
 OX0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0298+STABILITY: SURFACE MOTION
 OX0298
 OX0298  HISTORY     - Date     Condition        Report By
 OX0298  HISTORY     - UNK      MONUMENTED       CGS
 OX0298  HISTORY     - 1951     GOOD             NGS
 OX0298
 OX0298                          STATION DESCRIPTION
 OX0298
 OX0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0298'0.7 MI N FROM TETONIA.
 OX0298'0.7 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0298'TETONIA, AT THE CROSSING OF U. S. HIGHWAY 20, 43.4 FEET WEST OF THE
 OX0298'WEST RAIL, 38 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 10
 OX0298'FEET NORTHWEST OF A TELEGRAPH LINE POLE, 4 1/2 FEET SOUTHEAST OF A T
 OX0298'IN A FENCE, 3 FEET SOUTH OF AN EAST WEST FENCE LINE, AND ABOUT 4 FEET
 OX0298'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OX0298'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0531 ***********************************************************************
 OX0531  DESIGNATION -  H 343
 OX0531  PID         -  OX0531
 OX0531  STATE/COUNTY-  ID/MADISON
 OX0531  USGS QUAD   -  MOODY (1979)
 OX0531
 OX0531                         *CURRENT SURVEY CONTROL
 OX0531  ___________________________________________________________________
 OX0531* NAD 83(1986)-  43 45 54.     (N)    111 43 09.     (W)     SCALED    
 OX0531* NAVD 88     -      1607.132  (meters)    5272.73   (feet)  POSTED    
 OX0531  ___________________________________________________________________
 OX0531  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 OX0531  DYNAMIC HT  -        1606.250 (meters)    5269.84  (feet)  COMP
 OX0531  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 OX0531
 OX0531  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0531
 OX0531.The horizontal coordinates were scaled from a topographic map and have
 OX0531.an estimated accuracy of +/- 6 seconds.
 OX0531
 OX0531.The orthometric height was determined by differential leveling
 OX0531.and adjusted by the National Geodetic Survey in 1992..
 OX0531.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0531.rate of 2.1 thru 3.0 mm/km.
 OX0531
 OX0531.The geoid height was determined by GEOID03.
 OX0531
 OX0531.The dynamic height is computed by dividing the NAVD 88
 OX0531.geopotential number by the normal gravity value computed on the
 OX0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0531.degrees latitude (g = 980.6199 gals.).
 OX0531
 OX0531.The modeled gravity was interpolated from observed gravity values.
 OX0531
 OX0531;                    North         East    Units  Estimated Accuracy
 OX0531;SPC ID E     -   233,180.      236,030.      MT  (+/- 180 meters Scaled)
 OX0531
 OX0531                          SUPERSEDED SURVEY CONTROL
 OX0531
 OX0531  NGVD 29 (??/??/92) 1605.999  (m)         5269.02   (f) ADJ UNCH    2 0
 OX0531
 OX0531.Superseded values are not recommended for survey control.
 OX0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0531.See file dsdata.txt to determine how the superseded data were derived.
 OX0531
 OX0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP421460(NAD 83)
 OX0531_MARKER: DB = BENCH MARK DISK
 OX0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0531_STAMPING: H 343 1951
 OX0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0531+STABILITY: SURFACE MOTION
 OX0531
 OX0531  HISTORY     - Date     Condition        Report By
 OX0531  HISTORY     - 1951     MONUMENTED       CGS
 OX0531
 OX0531                          STATION DESCRIPTION
 OX0531
 OX0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0531'10.5 MI SW FROM NEWDALE.
 OX0531'ABOUT 10.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0531'STATION AT NEWDALE, AT A ROAD CROSSING, ABOUT 0.6 MILES SOUTHWEST OF
 OX0531'WALKER SIDING, 40.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 25 FEET
 OX0531'NORTHEAST OF THE CENTER LINE OF THE ROAD, 4 FEET WEST OF A TELEGRAPH
 OX0531'POLE, 2.2 FEET NORTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 OX0531'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 OX0531'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0283 ***********************************************************************
 OX0283  DESIGNATION -  H 344
 OX0283  PID         -  OX0283
 OX0283  STATE/COUNTY-  ID/TETON
 OX0283  USGS QUAD   -  DRUMMOND (1965)
 OX0283
 OX0283                         *CURRENT SURVEY CONTROL
 OX0283  ___________________________________________________________________
 OX0283* NAD 83(1986)-  43 52 58.     (N)    111 20 03.     (W)     SCALED    
 OX0283* NAVD 88     -      1830.431  (meters)    6005.34   (feet)  POSTED    
 OX0283  ___________________________________________________________________
 OX0283  GEOID HEIGHT-         -10.27  (meters)                     GEOID03
 OX0283  DYNAMIC HT  -        1829.360 (meters)    6001.83  (feet)  COMP
 OX0283  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 OX0283
 OX0283  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0283
 OX0283.The horizontal coordinates were scaled from a topographic map and have
 OX0283.an estimated accuracy of +/- 6 seconds.
 OX0283
 OX0283.The orthometric height was determined by differential leveling
 OX0283.and adjusted by the National Geodetic Survey in 1992..
 OX0283.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0283.rate of 0.0 thru 1.0 mm/km.
 OX0283
 OX0283.The geoid height was determined by GEOID03.
 OX0283
 OX0283.The dynamic height is computed by dividing the NAVD 88
 OX0283.geopotential number by the normal gravity value computed on the
 OX0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0283.degrees latitude (g = 980.6199 gals.).
 OX0283
 OX0283.The modeled gravity was interpolated from observed gravity values.
 OX0283
 OX0283;                    North         East    Units  Estimated Accuracy
 OX0283;SPC ID E     -   246,510.      266,900.      MT  (+/- 180 meters Scaled)
 OX0283
 OX0283                          SUPERSEDED SURVEY CONTROL
 OX0283
 OX0283  NGVD 29 (??/??/92) 1829.243  (m)         6001.44   (f) ADJ UNCH    2 0
 OX0283
 OX0283.Superseded values are not recommended for survey control.
 OX0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0283.See file dsdata.txt to determine how the superseded data were derived.
 OX0283
 OX0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP731589(NAD 83)
 OX0283_MARKER: DB = BENCH MARK DISK
 OX0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0283_STAMPING: H 344 1951
 OX0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0283+STABILITY: SURFACE MOTION
 OX0283
 OX0283  HISTORY     - Date     Condition        Report By
 OX0283  HISTORY     - 1951     MONUMENTED       CGS
 OX0283
 OX0283                          STATION DESCRIPTION
 OX0283
 OX0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0283'10.4 MI NW FROM TETONIA.
 OX0283'0.7 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0283'TETONIA, THENCE 9.7 MILES NORTHWEST ALONG U. S. HIGHWAY 20, AT THE
 OX0283'JUNCTION OF A ROAD LEADING NORTH TO A RANCH HOUSE AND A LARGE GRAIN
 OX0283'ELEVATOR, AT A T IN A POWER LINE, 86 FEET SOUTHEAST OF THE CENTER LINE
 OX0283'OF A ROAD LEADING NORTH, 62 1/2 FEET NORTH OF THE CENTER LINE OF THE
 OX0283'HIGHWAY, 3 1/2 FEET WEST OF A POWER LINE POLE, 2 FEET EAST OF A
 OX0283'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE
 OX0283'TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0418 ***********************************************************************
 RZ0418  DESIGNATION -  H 345
 RZ0418  PID         -  RZ0418
 RZ0418  STATE/COUNTY-  ID/LATAH
 RZ0418  USGS QUAD   -  TROY (1975)
 RZ0418
 RZ0418                         *CURRENT SURVEY CONTROL
 RZ0418  ___________________________________________________________________
 RZ0418* NAD 83(1986)-  46 43 50.     (N)    116 47 14.     (W)     SCALED    
 RZ0418* NAVD 88     -       793.876  (meters)    2604.57   (feet)  ADJUSTED  
 RZ0418  ___________________________________________________________________
 RZ0418  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 RZ0418  DYNAMIC HT  -         793.818 (meters)    2604.38  (feet)  COMP
 RZ0418  MODELED GRAV-     980,514.5   (mgal)                       NAVD 88
 RZ0418
 RZ0418  VERT ORDER  -  SECOND    CLASS 0
 RZ0418
 RZ0418.The horizontal coordinates were scaled from a topographic map and have
 RZ0418.an estimated accuracy of +/- 6 seconds.
 RZ0418
 RZ0418.The orthometric height was determined by differential leveling
 RZ0418.and adjusted by the National Geodetic Survey in June 1991..
 RZ0418
 RZ0418.The geoid height was determined by GEOID03.
 RZ0418
 RZ0418.The dynamic height is computed by dividing the NAVD 88
 RZ0418.geopotential number by the normal gravity value computed on the
 RZ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0418.degrees latitude (g = 980.6199 gals.).
 RZ0418
 RZ0418.The modeled gravity was interpolated from observed gravity values.
 RZ0418
 RZ0418;                    North         East    Units  Estimated Accuracy
 RZ0418;SPC ID W     -   563,170.      720,720.      MT  (+/- 180 meters Scaled)
 RZ0418
 RZ0418                          SUPERSEDED SURVEY CONTROL
 RZ0418
 RZ0418  NGVD 29 (??/??/92)  792.779  (m)         2600.98   (f) ADJ UNCH    2 0
 RZ0418
 RZ0418.Superseded values are not recommended for survey control.
 RZ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0418.See file dsdata.txt to determine how the superseded data were derived.
 RZ0418
 RZ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM162752(NAD 83)
 RZ0418_MARKER: DB = BENCH MARK DISK
 RZ0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0418_STAMPING: H 345 1952
 RZ0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0418+STABILITY: SURFACE MOTION
 RZ0418
 RZ0418  HISTORY     - Date     Condition        Report By
 RZ0418  HISTORY     - 1952     MONUMENTED       CGS
 RZ0418
 RZ0418                          STATION DESCRIPTION
 RZ0418
 RZ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0418'1.2 MI W FROM TROY.
 RZ0418'1.2 MILES WEST ALONG STATE HIGHWAY 8 FROM THE BANK BUILDING AT TROY,
 RZ0418'AT THE T JUNCTION OF A TRACK ROAD LEADING SOUTH, ABOUT 86 YARDS WEST
 RZ0418'OF A 4-FOOT CORRUGATED METAL PIPE CULVERT, 39 FEET SOUTH OF THE CENTER
 RZ0418'LINE OF THE HIGHWAY, 26 FEET EAST OF THE CENTER LINE OF THE ROAD, 4.1
 RZ0418'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND
 RZ0418'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 RZ0418'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0632 ***********************************************************************
 OX0632  DESIGNATION -  H 3453
 OX0632  PID         -  OX0632
 OX0632  STATE/COUNTY-  ID/FREMONT
 OX0632  USGS QUAD   -  ST ANTHONY (1979)
 OX0632
 OX0632                         *CURRENT SURVEY CONTROL
 OX0632  ___________________________________________________________________
 OX0632* NAD 83(1986)-  43 56 45.     (N)    111 41 40.     (W)     SCALED    
 OX0632* NAVD 88     -      1510.890  (meters)    4956.98   (feet)  ADJUSTED  
 OX0632  ___________________________________________________________________
 OX0632  GEOID HEIGHT-         -10.90  (meters)                     GEOID03
 OX0632  DYNAMIC HT  -        1510.125 (meters)    4954.47  (feet)  COMP
 OX0632  MODELED GRAV-     980,059.2   (mgal)                       NAVD 88
 OX0632
 OX0632  VERT ORDER  -  FIRST     CLASS II
 OX0632
 OX0632.The horizontal coordinates were scaled from a topographic map and have
 OX0632.an estimated accuracy of +/- 6 seconds.
 OX0632
 OX0632.The orthometric height was determined by differential leveling
 OX0632.and adjusted by the National Geodetic Survey in June 1991..
 OX0632
 OX0632.The geoid height was determined by GEOID03.
 OX0632
 OX0632.The dynamic height is computed by dividing the NAVD 88
 OX0632.geopotential number by the normal gravity value computed on the
 OX0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0632.degrees latitude (g = 980.6199 gals.).
 OX0632
 OX0632.The modeled gravity was interpolated from observed gravity values.
 OX0632
 OX0632;                    North         East    Units  Estimated Accuracy
 OX0632;SPC ID E     -   253,290.      237,910.      MT  (+/- 180 meters Scaled)
 OX0632
 OX0632                          SUPERSEDED SURVEY CONTROL
 OX0632
 OX0632  NGVD 29 (08/20/92) 1509.832  (m)         4953.51   (f) ADJUSTED    1 2
 OX0632
 OX0632.Superseded values are not recommended for survey control.
 OX0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0632.See file dsdata.txt to determine how the superseded data were derived.
 OX0632
 OX0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP442660(NAD 83)
 OX0632_MARKER: DB = BENCH MARK DISK
 OX0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0632_SP_SET: CONCRETE POST
 OX0632_STAMPING: H 3453
 OX0632_MARK LOGO: CGS+SS
 OX0632_PROJECTION: PROJECTING 15 CENTIMETERS
 OX0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0632+STABILITY: SURFACE MOTION
 OX0632
 OX0632  HISTORY     - Date     Condition        Report By
 OX0632  HISTORY     - UNK      MONUMENTED       IDGS
 OX0632  HISTORY     - 1983     GOOD             NGS
 OX0632
 OX0632                          STATION DESCRIPTION
 OX0632
 OX0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OX0632'1.9 KM (1.2 MI) SW FROM SAINT ANTHONY.
 OX0632'1.9 KM (1.2 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OX0632'THE RAILROAD STATION IN SAINT ANTHONY, 14.0 METERS (45.9 FT) NORTHEAST
 OX0632'OF THE CENTER OF A DRIVEWAY LEADING EAST, 13.8 METERS (45.3 FT)
 OX0632'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 20, 9.9 METERS (32.5 FT)
 OX0632'NORTHWEST OF THE NEAR RAIL, AND 2.5 METERS (8.2 FT) SOUTH OF A UTILITY
 OX0632'POLE.
 OX0632'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 OX0632'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0461 ***********************************************************************
 RZ0461  DESIGNATION -  H 346
 RZ0461  PID         -  RZ0461
 RZ0461  STATE/COUNTY-  ID/LATAH
 RZ0461  USGS QUAD   -  GENESEE (1990)
 RZ0461
 RZ0461                         *CURRENT SURVEY CONTROL
 RZ0461  ___________________________________________________________________
 RZ0461* NAD 83(1986)-  46 34 06.     (N)    116 54 15.     (W)     SCALED    
 RZ0461* NAVD 88     -       816.905  (meters)    2680.13   (feet)  ADJUSTED  
 RZ0461  ___________________________________________________________________
 RZ0461  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 RZ0461  DYNAMIC HT  -         816.841 (meters)    2679.92  (feet)  COMP
 RZ0461  MODELED GRAV-     980,507.8   (mgal)                       NAVD 88
 RZ0461
 RZ0461  VERT ORDER  -  SECOND    CLASS 0
 RZ0461
 RZ0461.The horizontal coordinates were scaled from a topographic map and have
 RZ0461.an estimated accuracy of +/- 6 seconds.
 RZ0461
 RZ0461.The orthometric height was determined by differential leveling
 RZ0461.and adjusted by the National Geodetic Survey in June 1991..
 RZ0461
 RZ0461.The geoid height was determined by GEOID03.
 RZ0461
 RZ0461.The dynamic height is computed by dividing the NAVD 88
 RZ0461.geopotential number by the normal gravity value computed on the
 RZ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0461.degrees latitude (g = 980.6199 gals.).
 RZ0461
 RZ0461.The modeled gravity was interpolated from observed gravity values.
 RZ0461
 RZ0461;                    North         East    Units  Estimated Accuracy
 RZ0461;SPC ID W     -   545,260.      711,520.      MT  (+/- 180 meters Scaled)
 RZ0461
 RZ0461                          SUPERSEDED SURVEY CONTROL
 RZ0461
 RZ0461  NGVD 29 (??/??/92)  815.828  (m)         2676.60   (f) ADJ UNCH    2 0
 RZ0461
 RZ0461.Superseded values are not recommended for survey control.
 RZ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0461.See file dsdata.txt to determine how the superseded data were derived.
 RZ0461
 RZ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM073572(NAD 83)
 RZ0461_MARKER: DB = BENCH MARK DISK
 RZ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0461_STAMPING: H 346 1952
 RZ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0461+STABILITY: SURFACE MOTION
 RZ0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ0461+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2001
 RZ0461
 RZ0461  HISTORY     - Date     Condition        Report By
 RZ0461  HISTORY     - 1952     MONUMENTED       CGS
 RZ0461  HISTORY     - 20011022 GOOD             JCLS
 RZ0461
 RZ0461                          STATION DESCRIPTION
 RZ0461
 RZ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0461'1.7 MI N FROM GENESEE.
 RZ0461'1.7 MILES NORTH ALONG THE OLD U. S. HIGHWAY 95 FROM THE NORTHERN
 RZ0461'PACIFIC RAILWAY STATION AT GENESEE, AT THE JUNCTION OF A DRIVEWAY
 RZ0461'LEADING SOUTHWEST TO THE R.D. STOUT RANCH, 29 FEET SOUTH OF THE CENTER
 RZ0461'LINE OF THE DRIVEWAY, 26 1/2 FEET WEST OF THE CENTER LINE OF THE
 RZ0461'HIGHWAY, 6 FEET SOUTH OF A FENCE CORNER POST, 3.0 FEET NORTH OF A
 RZ0461'WITNESS POST, 1.8 FEET EAST OF THE FENCE, ABOUT 1 FOOT HIGHER THAN THE
 RZ0461'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 RZ0461'ABOVE THE GROUND.
 RZ0461
 RZ0461                          STATION RECOVERY (2001)
 RZ0461
 RZ0461'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 RZ0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0170 ***********************************************************************
 OY0170  DESIGNATION -  H 3461
 OY0170  PID         -  OY0170
 OY0170  STATE/COUNTY-  ID/BONNEVILLE
 OY0170  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0170
 OY0170                         *CURRENT SURVEY CONTROL
 OY0170  ___________________________________________________________________
 OY0170* NAD 83(1986)-  43 30 03.     (N)    112 02 09.     (W)     SCALED    
 OY0170* NAVD 88     -      1439.457  (meters)    4722.62   (feet)  ADJUSTED  
 OY0170  ___________________________________________________________________
 OY0170  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 OY0170  DYNAMIC HT  -        1438.698 (meters)    4720.13  (feet)  COMP
 OY0170  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 OY0170
 OY0170  VERT ORDER  -  SECOND    CLASS 0
 OY0170
 OY0170.The horizontal coordinates were scaled from a topographic map and have
 OY0170.an estimated accuracy of +/- 6 seconds.
 OY0170
 OY0170.The orthometric height was determined by differential leveling
 OY0170.and adjusted by the National Geodetic Survey in June 1991..
 OY0170
 OY0170.The geoid height was determined by GEOID03.
 OY0170
 OY0170.The dynamic height is computed by dividing the NAVD 88
 OY0170.geopotential number by the normal gravity value computed on the
 OY0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0170.degrees latitude (g = 980.6199 gals.).
 OY0170
 OY0170.The modeled gravity was interpolated from observed gravity values.
 OY0170
 OY0170;                    North         East    Units  Estimated Accuracy
 OY0170;SPC ID E     -   203,750.      210,580.      MT  (+/- 180 meters Scaled)
 OY0170
 OY0170                          SUPERSEDED SURVEY CONTROL
 OY0170
 OY0170  NGVD 29 (??/??/92) 1438.374  (m)         4719.07   (f) ADJ UNCH    2 0
 OY0170
 OY0170.Superseded values are not recommended for survey control.
 OY0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0170.See file dsdata.txt to determine how the superseded data were derived.
 OY0170
 OY0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP162169(NAD 83)
 OY0170_MARKER: DD = SURVEY DISK
 OY0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0170_SP_SET: FOUNDATION
 OY0170_STAMPING: H 3461
 OY0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0170
 OY0170  HISTORY     - Date     Condition        Report By
 OY0170  HISTORY     - UNK      MONUMENTED       IDGS
 OY0170  HISTORY     - 1945     GOOD             NGS
 OY0170  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 OY0170  HISTORY     - 1983     MARK NOT FOUND   NGS
 OY0170
 OY0170                          STATION DESCRIPTION
 OY0170
 OY0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OY0170'IN IDAHO FALLS.
 OY0170'AT IDAHO FALLS, 0.5 MILE NORTH OF THE POST OFFICE, SET AT THE
 OY0170'INTERSECTION OF IDAHO AVENUE AND J STREET, IN THE EAST FACE OF THE
 OY0170'SOUTHEAST CORNER OF THE MAIN ENTRANCE TO THE RIVERSIDE SCHOOL, 5.6
 OY0170'FEET SOUTH OF THE SOUTH EDGE OF THE ENTRANCE, 1.7 FEET NORTH OF THE
 OY0170'SOUTHEAST CORNER OF ENTRANCE, 1 FOOT ABOVE THE BOTTOM STEP.  A USC AND
 OY0170'GS AND STATE SURVEY BENCH MARK DISK SET VERTICALLY IN BLACK LAVA ROCK
 OY0170'USED AS PART OF THE FOUNDATION.
 OY0170
 OY0170                          STATION RECOVERY (1978)
 OY0170
 OY0170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0170'MARK NOT FOUND.
 OY0170
 OY0170                          STATION RECOVERY (1983)
 OY0170
 OY0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0170'THE SCHOOLHOUSE IS NO LONGER AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0738 ***********************************************************************
 OX0738  DESIGNATION -  H 3463
 OX0738  PID         -  OX0738
 OX0738  STATE/COUNTY-  ID/BONNEVILLE
 OX0738  USGS QUAD   -  UCON (1979)
 OX0738
 OX0738                         *CURRENT SURVEY CONTROL
 OX0738  ___________________________________________________________________
 OX0738* NAD 83(1992)-  43 32 33.25300(N)    111 53 07.46868(W)     ADJUSTED  
 OX0738* NAVD 88     -      1698.4    (meters)    5572.     (feet)  VERTCON   
 OX0738  ___________________________________________________________________
 OX0738  LAPLACE CORR-           7.37  (seconds)                    DEFLEC99
 OX0738  GEOID HEIGHT-         -11.31  (meters)                     GEOID03
 OX0738
 OX0738  HORZ ORDER  -  FIRST
 OX0738
 OX0738.The horizontal coordinates were established by classical geodetic methods
 OX0738.and adjusted by the National Geodetic Survey in July 1992..
 OX0738
 OX0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0738
 OX0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0738
 OX0738.The geoid height was determined by GEOID03.
 OX0738
 OX0738;                    North         East     Units Scale Factor Converg.
 OX0738;SPC ID E     -   208,412.306   222,730.090   MT  0.99995372   +0 11 37.5
 OX0738;UTM  12      - 4,821,449.929   428,469.949   MT  0.99966293   -0 36 35.9
 OX0738
 OX0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0738!SPC ID E     -   0.99973551  x   0.99995372  =   0.99968924
 OX0738!UTM  12      -   0.99973551  x   0.99966293  =   0.99939853
 OX0738
 OX0738|---------------------------------------------------------------------|
 OX0738| PID    Reference Object                     Distance      Geod. Az  |
 OX0738|                                                           dddmmss.s |
 OX0738| CN3672 H 3463 RM 3                          11.523 METERS 00616     |
 OX0738| CN3670 H 3463 RM 1                          14.594 METERS 03459     |
 OX0738| CN3671 H 3463 RM 2                          11.537 METERS 10605     |
 OX0738| OX0737 LINCOLN U AND I REFIN CO STACK      APPROX. 7.8 KM 2444133.0 |
 OX0738| OY0817 IDAHO FALLS MUNICIPAL TANK          APPROX.14.1 KM 2460913.4 |
 OX0738| OY0816 IDAHO FALLS LATTER DAY STS TWR      APPROX.13.5 KM 2492518.4 |
 OX0738| CN3669 H 3463 AZ MK                                       3225214.1 |
 OX0738| OX0741 RIGBY U AND I REFIN CO STACK        APPROX.16.2 KM 3551146.3 |
 OX0738|---------------------------------------------------------------------|
 OX0738
 OX0738                          SUPERSEDED SURVEY CONTROL
 OX0738
 OX0738  NAD 83(1986)-  43 32 33.24496(N)    111 53 07.45468(W) AD(       ) 1
 OX0738  NAD 27      -  43 32 33.55500(N)    111 53 04.57300(W) AD(       ) 1
 OX0738  NGVD 29 (07/19/86) 1697.3    (m)         5569.     (f) VERT ANG       
 OX0738
 OX0738.Superseded values are not recommended for survey control.
 OX0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0738.See file dsdata.txt to determine how the superseded data were derived.
 OX0738
 OX0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP2847021450(NAD 83)
 OX0738_MARKER: DD = SURVEY DISK
 OX0738_SETTING: 80 = SET IN A BOULDER
 OX0738_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OX0738_STAMPING: H 3463 1946
 OX0738_MARK LOGO: CGS   
 OX0738_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0738+STABILITY: SURFACE MOTION
 OX0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0738+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1991
 OX0738
 OX0738  HISTORY     - Date     Condition        Report By
 OX0738  HISTORY     - 1944     MONUMENTED       IDGS
 OX0738  HISTORY     - 1946     GOOD             IDGS
 OX0738  HISTORY     - 1971     GOOD             NGS
 OX0738  HISTORY     - 19910419 GOOD             IDDT
 OX0738
 OX0738                          STATION DESCRIPTION
 OX0738
 OX0738'DESCRIBED BY IDAHO GEODETIC SURVEY 1946 (CL)
 OX0738'LOCATED ON A LOW BUT PROMINENT HILL WHICH OVERLOOKS THE SNAKE
 OX0738'RIVER VALLEY, 8 MILES, AIRLINE, NORTHEAST OF IDAHO FALLS, 10
 OX0738'MILES SOUTH AND WEST OF RIGBY, AND 2-1/2 MILES EAST OF IONA.
 OX0738'THE HILL IS COVERED WITH SAGE BRUSH AND IS THE HIGHEST POINT
 OX0738'IN THE VICINITY.
 OX0738'
 OX0738'THE STATION MARK IS A STANDARD USC AND GS AND SS DISC CEMENTED
 OX0738'IN A DRILL HOLE IN A BOULDER WHICH IS APPROXIMATELY 6 FEET
 OX0738'IN DIAMETER AND IS ON THE HIGHEST POINT OF THE HILL.  THE
 OX0738'BOULDER PROJECTS 10 INCHES.  THE MARK IS STAMPED H 3463 1944
 OX0738'
 OX0738'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 OX0738'HOLE IN A BOULDER WHICH IS 2 FEET IN DIAMETER, PROJECTS 8
 OX0738'INCHES AND IS APPROXIMATELY THE SAME ELEVATION AS THE STATION
 OX0738'MARK.  IT IS STAMPED H 3463 NO 1 1946.
 OX0738'
 OX0738'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL
 OX0738'HOLE IN A BOULDER WHICH IS ABOUT 6 FEET IN DIAMETER, PROJECTS
 OX0738'1 FOOT, AND IS APPROXIMATELY THE SAME ELEVATION AS THE STATION
 OX0738'MARK.  IT IS STAMPED H 3463 NO 2 1946
 OX0738'
 OX0738'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0738'IN A BOULDER WHICH IS APPROXIMATELY 3 FEET IN DIAMETER AND IS
 OX0738'2 FEET EAST OF A 4 IN X 4 IN WHITE WITNESS POST.  IT IS STAMPED
 OX0738'H 3463 1946
 OX0738'
 OX0738'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 OX0738'NO. 191 AND NO. 91 AT THE FREIGHT DEPOT IN IDAHO FALLS GO
 OX0738'NORTHEAST ON U.S. NO. 91 3.5 MILES TO A MACADAM ROAD LEADING
 OX0738'RIGHT, EAST, WHICH IS 0.1 MILE BEYOND A RAILROAD CROSSING.
 OX0738'TURN RIGHT, EAST, AND GO 3.5 MILES TO A RAILROAD CROSSING
 OX0738'AND MIDLAND ELEVATOR.  CONTINUE EAST ON THE MAIN TRAVELED
 OX0738'ROAD FOR 1.0 MILE TO FORKS AT A FENCE CORNER ON THE LEFT.
 OX0738'TAKE THE LEFT FORK FOR 1.2 MILES TO FORKS AT FENCE CORNER.
 OX0738'TAKE THE LEFT FORK AND GO 0.95 MILE TO THE TOP OF A RIDGE
 OX0738'AT A POINT ABOUT 0.1 MILE SOUTHWEST OF A CABIN.  TURN SHARP
 OX0738'LEFT AND GO NORTHWESTERLY ACROSS COUNTRY TO THE HIGHEST
 OX0738'POINT OF THE HILL AND STATION.  A DRIVE STATION.
 OX0738'
 OX0738'NO SUITABLE OBJECT FOR A SUBSTITUTE CONTROL STATION WAS FOUND.
 OX0738
 OX0738                          STATION RECOVERY (1971)
 OX0738
 OX0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OX0738'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 OX0738'
 OX0738'STATION MARK--A U.S.C. AND G.S. AND S.S. DISK CEMENTED IN A DRILL HOLE
 OX0738'IN A 6 BY 6 FT. BOULDER THAT PROJECTS 1 FT., STAMPED---H 3463---.
 OX0738
 OX0738                          STATION RECOVERY (1991)
 OX0738
 OX0738'RECOVERY NOTE BY ID DEPT OF TRANSP 1991 (RR)
 OX0738'MARK FOUND AS DESCRIBED.
 OX0738' 
 OX0738'NOTE--TRI-STATION ROBERTS IS VG
 OX0738' 
 OX0738'NOTE--TRI-STATION IDAHO FALLS NE BASE IS NO LONGER VG DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0608 ***********************************************************************
 OX0608  DESIGNATION -  H 3467
 OX0608  PID         -  OX0608
 OX0608  STATE/COUNTY-  ID/MADISON
 OX0608  USGS QUAD   -  MENAN BUTTES (1979)
 OX0608
 OX0608                         *CURRENT SURVEY CONTROL
 OX0608  ___________________________________________________________________
 OX0608* NAD 83(1986)-  43 45 14.     (N)    111 58 48.     (W)     SCALED    
 OX0608* NAVD 88     -      1467.728  (meters)    4815.37   (feet)  ADJUSTED  
 OX0608  ___________________________________________________________________
 OX0608  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 OX0608  DYNAMIC HT  -        1466.969 (meters)    4812.88  (feet)  COMP
 OX0608  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 OX0608
 OX0608  VERT ORDER  -  SECOND    CLASS 0
 OX0608
 OX0608.The horizontal coordinates were scaled from a topographic map and have
 OX0608.an estimated accuracy of +/- 6 seconds.
 OX0608
 OX0608.The orthometric height was determined by differential leveling
 OX0608.and adjusted by the National Geodetic Survey in June 1991..
 OX0608
 OX0608.The geoid height was determined by GEOID03.
 OX0608
 OX0608.The dynamic height is computed by dividing the NAVD 88
 OX0608.geopotential number by the normal gravity value computed on the
 OX0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0608.degrees latitude (g = 980.6199 gals.).
 OX0608
 OX0608.The modeled gravity was interpolated from observed gravity values.
 OX0608
 OX0608;                    North         East    Units  Estimated Accuracy
 OX0608;SPC ID E     -   231,870.      215,030.      MT  (+/- 180 meters Scaled)
 OX0608
 OX0608                          SUPERSEDED SURVEY CONTROL
 OX0608
 OX0608  NGVD 29 (??/??/92) 1466.632  (m)         4811.78   (f) ADJ UNCH    2 0
 OX0608
 OX0608.Superseded values are not recommended for survey control.
 OX0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0608.See file dsdata.txt to determine how the superseded data were derived.
 OX0608
 OX0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP211450(NAD 83)
 OX0608_MARKER: DB = BENCH MARK DISK
 OX0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0608_SP_SET: ABUTMENT
 OX0608_STAMPING: H 3467
 OX0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0608
 OX0608  HISTORY     - Date     Condition        Report By
 OX0608  HISTORY     - UNK      MONUMENTED       CGS
 OX0608  HISTORY     - 1945     GOOD             NGS
 OX0608
 OX0608                          STATION DESCRIPTION
 OX0608
 OX0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0608'8.6 MI NW FROM LORENZO.
 OX0608'1.8 MILES WEST ALONG COUNTY ROAD FROM THE POST OFFICE AT LORENZO,
 OX0608'THENCE 1.0 MILE NORTH, 1.0 MILE WEST, 0.2  MILE NORTH, 0.6 MILE WEST,
 OX0608'0.2 MILE NORTH, 0.5 MILE WEST, 0.5 MILE SOUTH, 2.0 MILES WEST, 0.5
 OX0608'MILE NORTH AND 0.3 MILE NORTHEAST ALONG RAILROAD, SET IN THE SOUTHEAST
 OX0608'END OF THE NORTHEAST ABUTMENT OF STEEL BRIDGE OVER THE SNAKE RIVER 4.8
 OX0608'FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK, 3.2 FEET NORTHWEST OF
 OX0608'SOUTHEAST END OF ABUTMENT, ABOUT 1 FOOT BELOW TRACK LEVEL. A USC AND
 OX0608'GS STATE SURVEY BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0700 ***********************************************************************
 OH0700  DESIGNATION -  H 347
 OH0700  PID         -  OH0700
 OH0700  STATE/COUNTY-  ID/CANYON
 OH0700  USGS QUAD   -  PARMA (1975)
 OH0700
 OH0700                         *CURRENT SURVEY CONTROL
 OH0700  ___________________________________________________________________
 OH0700* NAD 83(1986)-  43 46 54.     (N)    116 57 07.     (W)     SCALED    
 OH0700* NAVD 88     -       677.311  (meters)    2222.14   (feet)  ADJUSTED  
 OH0700  ___________________________________________________________________
 OH0700  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 OH0700  DYNAMIC HT  -         677.093 (meters)    2221.43  (feet)  COMP
 OH0700  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 OH0700
 OH0700  VERT ORDER  -  SECOND    CLASS 0
 OH0700
 OH0700.The horizontal coordinates were scaled from a topographic map and have
 OH0700.an estimated accuracy of +/- 6 seconds.
 OH0700
 OH0700.The orthometric height was determined by differential leveling
 OH0700.and adjusted by the National Geodetic Survey in June 1991..
 OH0700
 OH0700.The geoid height was determined by GEOID03.
 OH0700
 OH0700.The dynamic height is computed by dividing the NAVD 88
 OH0700.geopotential number by the normal gravity value computed on the
 OH0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0700.degrees latitude (g = 980.6199 gals.).
 OH0700
 OH0700.The modeled gravity was interpolated from observed gravity values.
 OH0700
 OH0700;                    North         East    Units  Estimated Accuracy
 OH0700;SPC ID W     -   235,640.      703,250.      MT  (+/- 180 meters Scaled)
 OH0700
 OH0700                          SUPERSEDED SURVEY CONTROL
 OH0700
 OH0700  NGVD 29 (??/??/92)  676.366  (m)         2219.04   (f) ADJ UNCH    2 0
 OH0700
 OH0700.Superseded values are not recommended for survey control.
 OH0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0700.See file dsdata.txt to determine how the superseded data were derived.
 OH0700
 OH0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ038476(NAD 83)
 OH0700_MARKER: DB = BENCH MARK DISK
 OH0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0700_SP_SET: BRIDGE
 OH0700_STAMPING: H 347 1951
 OH0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0700
 OH0700  HISTORY     - Date     Condition        Report By
 OH0700  HISTORY     - 1951     MONUMENTED       CGS
 OH0700  HISTORY     - 1963     MARK NOT FOUND   NGS
 OH0700  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0700
 OH0700                          STATION DESCRIPTION
 OH0700
 OH0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OH0700'0.5 MI S FROM PARMA.
 OH0700'0.2 MILE NORTHWEST ALONG SOUTH STREET TO A T JUNCTION OF THE HIGHWAY
 OH0700'LEADING TO WILDER FROM THE UNION PACIFIC RAILROAD STATION, THENCE 0.3
 OH0700'MILE SOUTH ALONG THE HIGHWAY LEADING SOUTH TO WILDER, AND SET IN THE
 OH0700'TOP OF THE NORTH HEADWALL AT THE NORTHEAST CORNER OF THE BRIDGE OVER
 OH0700'AN IRRIGATION CANAL, AT THE SOUTH EDGE OF THE CITY LIMITS OF PARMA, 42
 OH0700'FEET SOUTH OF THE CENTER OF THE ROAD AND DRIVE WAY TO A HOUSE, 10.5
 OH0700'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4.9 FEET SOUTHWEST OF THE
 OH0700'NORTHEAST END OF THE WINGWALL, AND ABOUT 0.6 FOOT LOWER THAN THE TOP
 OH0700'OF THE ROAD.
 OH0700
 OH0700                          STATION RECOVERY (1963)
 OH0700
 OH0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0700'MARK NOT FOUND.
 OH0700
 OH0700                          STATION RECOVERY (1983)
 OH0700
 OH0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0492 ***********************************************************************
 OX0492  DESIGNATION -  H 3471
 OX0492  PID         -  OX0492
 OX0492  STATE/COUNTY-  ID/FREMONT
 OX0492  USGS QUAD   -  ST ANTHONY (1979)
 OX0492
 OX0492                         *CURRENT SURVEY CONTROL
 OX0492  ___________________________________________________________________
 OX0492* NAD 83(1986)-  43 58 01.     (N)    111 39 04.     (W)     SCALED    
 OX0492* NAVD 88     -      1521.746  (meters)    4992.60   (feet)  ADJUSTED  
 OX0492  ___________________________________________________________________
 OX0492  GEOID HEIGHT-         -10.81  (meters)                     GEOID03
 OX0492  DYNAMIC HT  -        1520.972 (meters)    4990.06  (feet)  COMP
 OX0492  MODELED GRAV-     980,056.2   (mgal)                       NAVD 88
 OX0492
 OX0492  VERT ORDER  -  FIRST     CLASS II
 OX0492
 OX0492.The horizontal coordinates were scaled from a topographic map and have
 OX0492.an estimated accuracy of +/- 6 seconds.
 OX0492
 OX0492.The orthometric height was determined by differential leveling
 OX0492.and adjusted by the National Geodetic Survey in June 1991..
 OX0492
 OX0492.The geoid height was determined by GEOID03.
 OX0492
 OX0492.The dynamic height is computed by dividing the NAVD 88
 OX0492.geopotential number by the normal gravity value computed on the
 OX0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0492.degrees latitude (g = 980.6199 gals.).
 OX0492
 OX0492.The modeled gravity was interpolated from observed gravity values.
 OX0492
 OX0492;                    North         East    Units  Estimated Accuracy
 OX0492;SPC ID E     -   255,650.      241,370.      MT  (+/- 180 meters Scaled)
 OX0492
 OX0492                          SUPERSEDED SURVEY CONTROL
 OX0492
 OX0492  NGVD 29 (08/20/92) 1520.691  (m)         4989.13   (f) ADJUSTED    1 2
 OX0492
 OX0492.Superseded values are not recommended for survey control.
 OX0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0492.See file dsdata.txt to determine how the superseded data were derived.
 OX0492
 OX0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP477684(NAD 83)
 OX0492_MARKER: DD = SURVEY DISK
 OX0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0492_STAMPING: H 3471
 OX0492_MARK LOGO: IDGS  
 OX0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0492+STABILITY: SURFACE MOTION
 OX0492
 OX0492  HISTORY     - Date     Condition        Report By
 OX0492  HISTORY     - UNK      MONUMENTED       IDGS
 OX0492  HISTORY     - 1960     GOOD             NGS
 OX0492  HISTORY     - 1983     GOOD             NGS
 OX0492  HISTORY     - 19990601 GOOD             IDTD
 OX0492
 OX0492                          STATION DESCRIPTION
 OX0492
 OX0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OX0492'1.6 MI NE FROM ST ANTHONY.
 OX0492'1.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0492'AT ST. ANTHONY, 24 RAILS EAST OF A SWITCHSTAND AT BELT SIDING, 6 1/2
 OX0492'FEET WEST OF THE THIRD POLE WEST OF MILEPOLE 38.50, NEAR THE JUNCTION
 OX0492'OF THE MAIN LINE AND RIRIE LOOP SOUTH, 40.8 FEET SOUTH OF THE SOUTH
 OX0492'RAIL, 6.4 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A WITNESS POST,
 OX0492'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OX0492'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OX0492
 OX0492                          STATION RECOVERY (1983)
 OX0492
 OX0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0492'RECOVERED IN GOOD CONDITION.
 OX0492
 OX0492                          STATION RECOVERY (1999)
 OX0492
 OX0492'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OX0492'MARK IS RIGHT OF US-20 AT MILEPOST 347.181.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0493 ***********************************************************************
 OX0493  DESIGNATION -  H 3473
 OX0493  PID         -  OX0493
 OX0493  STATE/COUNTY-  ID/FREMONT
 OX0493  USGS QUAD   -  ST ANTHONY (1979)
 OX0493
 OX0493                         *CURRENT SURVEY CONTROL
 OX0493  ___________________________________________________________________
 OX0493* NAD 83(1986)-  43 57 22.     (N)    111 38 41.     (W)     SCALED    
 OX0493* NAVD 88     -      1519.609  (meters)    4985.58   (feet)  POSTED    
 OX0493  ___________________________________________________________________
 OX0493  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 OX0493  DYNAMIC HT  -        1518.830 (meters)    4983.03  (feet)  COMP
 OX0493  MODELED GRAV-     980,054.9   (mgal)                       NAVD 88
 OX0493
 OX0493  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0493
 OX0493.The horizontal coordinates were scaled from a topographic map and have
 OX0493.an estimated accuracy of +/- 6 seconds.
 OX0493
 OX0493.The orthometric height was determined by differential leveling
 OX0493.and adjusted by the National Geodetic Survey in 1992..
 OX0493.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0493.rate of 1.1 thru 2.0 mm/km.
 OX0493
 OX0493.The geoid height was determined by GEOID03.
 OX0493
 OX0493.The dynamic height is computed by dividing the NAVD 88
 OX0493.geopotential number by the normal gravity value computed on the
 OX0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0493.degrees latitude (g = 980.6199 gals.).
 OX0493
 OX0493.The modeled gravity was interpolated from observed gravity values.
 OX0493
 OX0493;                    North         East    Units  Estimated Accuracy
 OX0493;SPC ID E     -   254,450.      241,890.      MT  (+/- 180 meters Scaled)
 OX0493
 OX0493                          SUPERSEDED SURVEY CONTROL
 OX0493
 OX0493  NGVD 29 (??/??/92) 1518.553  (m)         4982.12   (f) ADJ UNCH    1 2
 OX0493
 OX0493.Superseded values are not recommended for survey control.
 OX0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0493.See file dsdata.txt to determine how the superseded data were derived.
 OX0493
 OX0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP482672(NAD 83)
 OX0493_MARKER: DD = SURVEY DISK
 OX0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0493_STAMPING: H 3473
 OX0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0493+STABILITY: SURFACE MOTION
 OX0493
 OX0493  HISTORY     - Date     Condition        Report By
 OX0493  HISTORY     - UNK      MONUMENTED       IDGS
 OX0493  HISTORY     - 1951     GOOD             NGS
 OX0493  HISTORY     - 1960     GOOD             NGS
 OX0493
 OX0493                          STATION DESCRIPTION
 OX0493
 OX0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0493'2.3 MI E FROM ST ANTHONY.
 OX0493'ABOUT 1.4 MILES NORTHEAST ALONG THE MAINLINE OF THE UNION PACIFIC
 OX0493'RAILROAD FROM THE STATION AT ST. ANTHONY, THENCE 0.9 MILE SOUTH ALONG
 OX0493'THE RIVER LOOP OF THE U.P.R.R., AT AN EAST-WEST GRAVEL ROAD CROSSING
 OX0493'AT RAILROAD MILEAGE 43.36, 39.7 FEET EAST OF THE EAST RAIL, 32 FEET
 OX0493'NORTH OF CENTER LINE OF THE GRAVEL ROAD, 12 1/2 FEET NORTHWEST OF A T
 OX0493'JUNCTION IN A FENCE LINE, 1.4 FEET SOUTH OF A WITNESS POST, AND ABOUT
 OX0493'4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OX0493'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OX0493
 OX0493                          STATION RECOVERY (1960)
 OX0493
 OX0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 OX0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0515 ***********************************************************************
 OX0515  DESIGNATION -  H 3477
 OX0515  PID         -  OX0515
 OX0515  STATE/COUNTY-  ID/MADISON
 OX0515  USGS QUAD   -  NEWDALE (1979)
 OX0515
 OX0515                         *CURRENT SURVEY CONTROL
 OX0515  ___________________________________________________________________
 OX0515* NAD 83(1986)-  43 53 00.     (N)    111 36 30.     (W)     SCALED    
 OX0515* NAVD 88     -      1545.097  (meters)    5069.21   (feet)  POSTED    
 OX0515  ___________________________________________________________________
 OX0515  GEOID HEIGHT-         -10.83  (meters)                     GEOID03
 OX0515  DYNAMIC HT  -        1544.280 (meters)    5066.53  (feet)  COMP
 OX0515  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 OX0515
 OX0515  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0515
 OX0515.The horizontal coordinates were scaled from a topographic map and have
 OX0515.an estimated accuracy of +/- 6 seconds.
 OX0515
 OX0515.The orthometric height was determined by differential leveling
 OX0515.and adjusted by the National Geodetic Survey in 1992..
 OX0515.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0515.rate of 0.0 thru 1.0 mm/km.
 OX0515
 OX0515.The geoid height was determined by GEOID03.
 OX0515
 OX0515.The dynamic height is computed by dividing the NAVD 88
 OX0515.geopotential number by the normal gravity value computed on the
 OX0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0515.degrees latitude (g = 980.6199 gals.).
 OX0515
 OX0515.The modeled gravity was interpolated from observed gravity values.
 OX0515
 OX0515;                    North         East    Units  Estimated Accuracy
 OX0515;SPC ID E     -   246,380.      244,870.      MT  (+/- 180 meters Scaled)
 OX0515
 OX0515                          SUPERSEDED SURVEY CONTROL
 OX0515
 OX0515  NGVD 29 (??/??/92) 1544.007  (m)         5065.63   (f) ADJ UNCH    2 0
 OX0515
 OX0515.Superseded values are not recommended for survey control.
 OX0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0515.See file dsdata.txt to determine how the superseded data were derived.
 OX0515
 OX0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP511590(NAD 83)
 OX0515_MARKER: DD = SURVEY DISK
 OX0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0515_STAMPING: H 3477
 OX0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0515+STABILITY: SURFACE MOTION
 OX0515
 OX0515  HISTORY     - Date     Condition        Report By
 OX0515  HISTORY     - UNK      MONUMENTED       IDGS
 OX0515  HISTORY     - 1951     GOOD             NGS
 OX0515
 OX0515                          STATION DESCRIPTION
 OX0515
 OX0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0515'0.1 MI SW FROM NEWDALE.
 OX0515'ABOUT 0.1 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0515'STATION AT NEWDALE, AT THE CROSSING OF U. S. HIGHWAY 20, 68 FEET SOUTH
 OX0515'OF THE CENTER LINE OF THE HIGHWAY, 45.6 FEET EAST OF THE EAST RAIL OF
 OX0515'A SIDETRACK, 5 1/2 FEET SOUTH OF A POWER LINE POLE, 4 FEET SOUTHEAST
 OX0515'OF A CORNER FENCE POST, 1.6 FEET EAST OF A WITNESS POST, AND ABOUT 3
 OX0515'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OX0515'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0519 ***********************************************************************
 OX0519  DESIGNATION -  H 3479
 OX0519  PID         -  OX0519
 OX0519  STATE/COUNTY-  ID/MADISON
 OX0519  USGS QUAD   -  MOODY (1979)
 OX0519
 OX0519                         *CURRENT SURVEY CONTROL
 OX0519  ___________________________________________________________________
 OX0519* NAD 83(1986)-  43 50 11.     (N)    111 38 07.     (W)     SCALED    
 OX0519* NAVD 88     -      1569.248  (meters)    5148.44   (feet)  POSTED    
 OX0519  ___________________________________________________________________
 OX0519  GEOID HEIGHT-         -10.90  (meters)                     GEOID03
 OX0519  DYNAMIC HT  -        1568.400 (meters)    5145.66  (feet)  COMP
 OX0519  MODELED GRAV-     980,024.4   (mgal)                       NAVD 88
 OX0519
 OX0519  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0519
 OX0519.The horizontal coordinates were scaled from a topographic map and have
 OX0519.an estimated accuracy of +/- 6 seconds.
 OX0519
 OX0519.The orthometric height was determined by differential leveling
 OX0519.and adjusted by the National Geodetic Survey in 1992..
 OX0519.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0519.rate of 2.1 thru 3.0 mm/km.
 OX0519
 OX0519.The geoid height was determined by GEOID03.
 OX0519
 OX0519.The dynamic height is computed by dividing the NAVD 88
 OX0519.geopotential number by the normal gravity value computed on the
 OX0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0519.degrees latitude (g = 980.6199 gals.).
 OX0519
 OX0519.The modeled gravity was interpolated from observed gravity values.
 OX0519
 OX0519;                    North         East    Units  Estimated Accuracy
 OX0519;SPC ID E     -   241,150.      242,740.      MT  (+/- 180 meters Scaled)
 OX0519
 OX0519                          SUPERSEDED SURVEY CONTROL
 OX0519
 OX0519  NGVD 29 (??/??/92) 1568.138  (m)         5144.80   (f) ADJ UNCH    2 0
 OX0519
 OX0519.Superseded values are not recommended for survey control.
 OX0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0519.See file dsdata.txt to determine how the superseded data were derived.
 OX0519
 OX0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP489538(NAD 83)
 OX0519_MARKER: DD = SURVEY DISK
 OX0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0519_STAMPING: H 3479
 OX0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0519+STABILITY: SURFACE MOTION
 OX0519
 OX0519  HISTORY     - Date     Condition        Report By
 OX0519  HISTORY     - UNK      MONUMENTED       IDGS
 OX0519  HISTORY     - 1951     GOOD             NGS
 OX0519
 OX0519                          STATION DESCRIPTION
 OX0519
 OX0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0519'3.8 MI SW FROM NEWDALE.
 OX0519'ABOUT 3.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0519'STATION AT NEWDALE, AT MOODY SIDING ACROSS THE TRACK FROM A LARGE HIGH
 OX0519'GRAIN ELEVATOR, 103 FEET WEST OF THE NORTHWEST CORNER OF THE HIGH PART
 OX0519'OF THE GRAIN ELEVATOR, 43.5 FEET WEST OF THE WEST RAIL OF THE MAIN
 OX0519'TRACK, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF
 OX0519'A WITNESS POST, AND ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF
 OX0519'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0773 ***********************************************************************
 OH0773  DESIGNATION -  H 348
 OH0773  PID         -  OH0773
 OH0773  STATE/COUNTY-  ID/CANYON
 OH0773  USGS QUAD   -  CALDWELL (1971)
 OH0773
 OH0773                         *CURRENT SURVEY CONTROL
 OH0773  ___________________________________________________________________
 OH0773* NAD 83(1986)-  43 40 00.     (N)    116 41 53.     (W)     SCALED    
 OH0773* NAVD 88     -       720.139  (meters)    2362.66   (feet)  ADJUSTED  
 OH0773  ___________________________________________________________________
 OH0773  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 OH0773  DYNAMIC HT  -         719.896 (meters)    2361.86  (feet)  COMP
 OH0773  MODELED GRAV-     980,258.5   (mgal)                       NAVD 88
 OH0773
 OH0773  VERT ORDER  -  FIRST     CLASS II
 OH0773
 OH0773.The horizontal coordinates were scaled from a topographic map and have
 OH0773.an estimated accuracy of +/- 6 seconds.
 OH0773
 OH0773.The orthometric height was determined by differential leveling
 OH0773.and adjusted by the National Geodetic Survey in June 1991..
 OH0773
 OH0773.The geoid height was determined by GEOID03.
 OH0773
 OH0773.The dynamic height is computed by dividing the NAVD 88
 OH0773.geopotential number by the normal gravity value computed on the
 OH0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0773.degrees latitude (g = 980.6199 gals.).
 OH0773
 OH0773.The modeled gravity was interpolated from observed gravity values.
 OH0773
 OH0773;                    North         East    Units  Estimated Accuracy
 OH0773;SPC ID W     -   222,590.      723,540.      MT  (+/- 180 meters Scaled)
 OH0773
 OH0773                          SUPERSEDED SURVEY CONTROL
 OH0773
 OH0773  NGVD 29 (??/??/92)  719.207  (m)         2359.60   (f) ADJ UNCH    1 2
 OH0773
 OH0773.Superseded values are not recommended for survey control.
 OH0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0773.See file dsdata.txt to determine how the superseded data were derived.
 OH0773
 OH0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ243348(NAD 83)
 OH0773_MARKER: DB = BENCH MARK DISK
 OH0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0773_STAMPING: H 348 1951
 OH0773_MARK LOGO: CGS   
 OH0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0773+STABILITY: SURFACE MOTION
 OH0773
 OH0773  HISTORY     - Date     Condition        Report By
 OH0773  HISTORY     - 1951     MONUMENTED       CGS
 OH0773  HISTORY     - 1975     GOOD             NGS
 OH0773  HISTORY     - 1983     GOOD             NGS
 OH0773
 OH0773                          STATION DESCRIPTION
 OH0773
 OH0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OH0773'IN CALDWELL.
 OH0773'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, .05 MILE
 OH0773'SOUTHEAST TO KIMBALL AVE., THENCE 0.4 MILE SOUTHWEST ALONG KIMBALL
 OH0773'AVE. TO EVERETT ST., THENCE 0.65 MILE NORTHWEST TO THE JUNCTION OF
 OH0773'PAYNTER AVE. AND 200 FEET SOUTHEAST OF THE JUNCTION, AT THE JUNCTION
 OH0773'OF PAYNTER AVE. AND GARBER STREET, 109.4 FEET SOUTHEAST ACROSS THE
 OH0773'STREET FROM A LARGE CONCRETE BUILDING, 66.3 FEET NORTH OF THE NORTH
 OH0773'CORNER OF A HOUSE, 37 1/2 FEET SOUTHEAST OF THE CENTER LINE OF GARBER
 OH0773'STREET, 24 1/2 FEET SOUTHWEST OF THE CENTER LINE OF PAYNTER AVE., 4.7
 OH0773'FEET SOUTHWEST OF THE STEEL STREET SIGN, 2.1 FEET NORTHEAST OF THE
 OH0773'PICKET FENCE OF A YARD, 2.4 FEET NORTH OF THE WITNESS POST, AND ABOUT
 OH0773'LEVEL WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST
 OH0773'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OH0773
 OH0773                          STATION RECOVERY (1975)
 OH0773
 OH0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OH0773'RECOVERED IN GOOD CONDITION.
 OH0773
 OH0773                          STATION RECOVERY (1983)
 OH0773
 OH0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0517 ***********************************************************************
 OX0517  DESIGNATION -  H 3481
 OX0517  PID         -  OX0517
 OX0517  STATE/COUNTY-  ID/MADISON
 OX0517  USGS QUAD   -  WHITE OWL BUTTE (1951)
 OX0517
 OX0517                         *CURRENT SURVEY CONTROL
 OX0517  ___________________________________________________________________
 OX0517* NAD 83(1986)-  43 51 39.     (N)    111 37 05.     (W)     SCALED    
 OX0517* NAVD 88     -      1544.949  (meters)    5068.72   (feet)  POSTED    
 OX0517  ___________________________________________________________________
 OX0517  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 OX0517  DYNAMIC HT  -        1544.120 (meters)    5066.00  (feet)  COMP
 OX0517  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 OX0517
 OX0517  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0517
 OX0517.The horizontal coordinates were scaled from a topographic map and have
 OX0517.an estimated accuracy of +/- 6 seconds.
 OX0517
 OX0517.The orthometric height was determined by differential leveling
 OX0517.and adjusted by the National Geodetic Survey in 1992..
 OX0517.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0517.rate of 2.1 thru 3.0 mm/km.
 OX0517
 OX0517.The geoid height was determined by GEOID03.
 OX0517
 OX0517.The dynamic height is computed by dividing the NAVD 88
 OX0517.geopotential number by the normal gravity value computed on the
 OX0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0517.degrees latitude (g = 980.6199 gals.).
 OX0517
 OX0517.The modeled gravity was interpolated from observed gravity values.
 OX0517
 OX0517;                    North         East    Units  Estimated Accuracy
 OX0517;SPC ID E     -   243,880.      244,100.      MT  (+/- 180 meters Scaled)
 OX0517
 OX0517                          SUPERSEDED SURVEY CONTROL
 OX0517
 OX0517  NGVD 29 (??/??/92) 1543.849  (m)         5065.11   (f) ADJ UNCH    2 0
 OX0517
 OX0517.Superseded values are not recommended for survey control.
 OX0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0517.See file dsdata.txt to determine how the superseded data were derived.
 OX0517
 OX0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP503566(NAD 83)
 OX0517_MARKER: DD = SURVEY DISK
 OX0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0517_STAMPING: H 3481
 OX0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0517+STABILITY: SURFACE MOTION
 OX0517
 OX0517  HISTORY     - Date     Condition        Report By
 OX0517  HISTORY     - UNK      MONUMENTED       IDGS
 OX0517  HISTORY     - 1951     GOOD             NGS
 OX0517
 OX0517                          STATION DESCRIPTION
 OX0517
 OX0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0517'1.8 MI SW FROM NEWDALE.
 OX0517'ABOUT 1.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0517'STATION AT NEWDALE, AT A PRIVATE ROAD CROSSING, 43.4 FEET EAST OF THE
 OX0517'EAST RAIL, 18 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4 1/2
 OX0517'FEET EAST OF THE FOURTH POLE NORTH OF MILEPOLE NUMBER 36, 3 1/2 FEET
 OX0517'WEST OF A WIRE FENCE, 2.2 FEET SOUTH OF A WITNESS POST, AND ABOUT 2
 OX0517'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OX0517'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0526 ***********************************************************************
 OX0526  DESIGNATION -  H 3483
 OX0526  PID         -  OX0526
 OX0526  STATE/COUNTY-  ID/MADISON
 OX0526  USGS QUAD   -  MOODY (1979)
 OX0526
 OX0526                         *CURRENT SURVEY CONTROL
 OX0526  ___________________________________________________________________
 OX0526* NAD 83(1986)-  43 48 55.     (N)    111 39 38.     (W)     SCALED    
 OX0526* NAVD 88     -      1586.03   (+/-2cm)    5203.5    (feet)  VERTCON   
 OX0526  ___________________________________________________________________
 OX0526  GEOID HEIGHT-         -10.95  (meters)                     GEOID03
 OX0526
 OX0526  VERT ORDER  -  ? (See Below)
 OX0526
 OX0526.The horizontal coordinates were scaled from a topographic map and have
 OX0526.an estimated accuracy of +/- 6 seconds.
 OX0526
 OX0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0526.The vertical order pertains to the NGVD 29 superseded value.
 OX0526
 OX0526.The geoid height was determined by GEOID03.
 OX0526
 OX0526;                    North         East    Units  Estimated Accuracy
 OX0526;SPC ID E     -   238,800.      240,720.      MT  (+/- 180 meters Scaled)
 OX0526
 OX0526                          SUPERSEDED SURVEY CONTROL
 OX0526
 OX0526  NGVD 29 (??/??/92) 1584.918  (m)         5199.85   (f) ADJ UNCH    ?  
 OX0526
 OX0526.Superseded values are not recommended for survey control.
 OX0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0526.See file dsdata.txt to determine how the superseded data were derived.
 OX0526
 OX0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP468515(NAD 83)
 OX0526_MARKER: DD = SURVEY DISK
 OX0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0526_STAMPING: H 3483
 OX0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0526+STABILITY: SURFACE MOTION
 OX0526
 OX0526  HISTORY     - Date     Condition        Report By
 OX0526  HISTORY     - UNK      MONUMENTED       IDGS
 OX0526  HISTORY     - 1951     GOOD             NGS
 OX0526
 OX0526                          STATION DESCRIPTION
 OX0526
 OX0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0526'5.8 MI SW FROM NEWDALE.
 OX0526'ABOUT 5.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0526'STATION AT NEWDALE AT PARKINSON SIDING, ACROSS THE TRACK FROM TWO LOG
 OX0526'TYPE GRAIN ELEVATORS, 55.5 FEET NORTH OF A SIGN PARKINSON, 42.8 FEET
 OX0526'NORTHWEST OF THE NORTHWEST RAIL, 1.5 FEET NORTHEAST OF A WITNESS POST,
 OX0526'AND ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OX0526'PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE CONCRETE POST IS
 OX0526'PARTLY BROKEN ON THE SOUTHEAST SIDE, MARK SHOULD NOT BE CONSIDERED
 OX0526'VERY STABLE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0530 ***********************************************************************
 OX0530  DESIGNATION -  H 3487
 OX0530  PID         -  OX0530
 OX0530  STATE/COUNTY-  ID/MADISON
 OX0530  USGS QUAD   -  MOODY (1979)
 OX0530
 OX0530                         *CURRENT SURVEY CONTROL
 OX0530  ___________________________________________________________________
 OX0530* NAD 83(1986)-  43 46 18.     (N)    111 42 31.     (W)     SCALED    
 OX0530* NAVD 88     -      1606.372  (meters)    5270.24   (feet)  POSTED    
 OX0530  ___________________________________________________________________
 OX0530  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 OX0530  DYNAMIC HT  -        1605.490 (meters)    5267.35  (feet)  COMP
 OX0530  MODELED GRAV-     980,012.4   (mgal)                       NAVD 88
 OX0530
 OX0530  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0530
 OX0530.The horizontal coordinates were scaled from a topographic map and have
 OX0530.an estimated accuracy of +/- 6 seconds.
 OX0530
 OX0530.The orthometric height was determined by differential leveling
 OX0530.and adjusted by the National Geodetic Survey in 1992..
 OX0530.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0530.rate of 2.1 thru 3.0 mm/km.
 OX0530
 OX0530.The geoid height was determined by GEOID03.
 OX0530
 OX0530.The dynamic height is computed by dividing the NAVD 88
 OX0530.geopotential number by the normal gravity value computed on the
 OX0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0530.degrees latitude (g = 980.6199 gals.).
 OX0530
 OX0530.The modeled gravity was interpolated from observed gravity values.
 OX0530
 OX0530;                    North         East    Units  Estimated Accuracy
 OX0530;SPC ID E     -   233,930.      236,880.      MT  (+/- 180 meters Scaled)
 OX0530
 OX0530                          SUPERSEDED SURVEY CONTROL
 OX0530
 OX0530  NGVD 29 (??/??/92) 1605.238  (m)         5266.52   (f) ADJ UNCH    2 0
 OX0530
 OX0530.Superseded values are not recommended for survey control.
 OX0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0530.See file dsdata.txt to determine how the superseded data were derived.
 OX0530
 OX0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP429467(NAD 83)
 OX0530_MARKER: DD = SURVEY DISK
 OX0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0530_STAMPING: H 3487
 OX0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0530+STABILITY: SURFACE MOTION
 OX0530
 OX0530  HISTORY     - Date     Condition        Report By
 OX0530  HISTORY     - UNK      MONUMENTED       IDGS
 OX0530  HISTORY     - 1951     GOOD             NGS
 OX0530
 OX0530                          STATION DESCRIPTION
 OX0530
 OX0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0530'9.8 MI SW FROM NEWDALE.
 OX0530'ABOUT 9.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0530'STATION AT NEWDALE, AT A ROAD CROSSING AT WALKER SIDING, 110 FEET
 OX0530'SOUTHEAST OF THE SOUTHEAST CORNER AND ACROSS THE TRACK FROM A LARGE
 OX0530'GRAIN ELEVATOR, 44.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 31 FEET
 OX0530'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHWEST OF A
 OX0530'FENCE CORNER, 1.5 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 5 FEET
 OX0530'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OX0530'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0456 ***********************************************************************
 RZ0456  DESIGNATION -  H 349
 RZ0456  PID         -  RZ0456
 RZ0456  STATE/COUNTY-  ID/LATAH
 RZ0456  USGS QUAD   -  GENESEE (1990)
 RZ0456
 RZ0456                         *CURRENT SURVEY CONTROL
 RZ0456  ___________________________________________________________________
 RZ0456* NAD 83(1986)-  46 37 04.     (N)    116 55 51.     (W)     SCALED    
 RZ0456* NAVD 88     -       837.124  (meters)    2746.46   (feet)  ADJUSTED  
 RZ0456  ___________________________________________________________________
 RZ0456  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 RZ0456  DYNAMIC HT  -         837.057 (meters)    2746.24  (feet)  COMP
 RZ0456  MODELED GRAV-     980,505.6   (mgal)                       NAVD 88
 RZ0456
 RZ0456  VERT ORDER  -  SECOND    CLASS 0
 RZ0456
 RZ0456.The horizontal coordinates were scaled from a topographic map and have
 RZ0456.an estimated accuracy of +/- 6 seconds.
 RZ0456
 RZ0456.The orthometric height was determined by differential leveling
 RZ0456.and adjusted by the National Geodetic Survey in June 1991..
 RZ0456
 RZ0456.The geoid height was determined by GEOID03.
 RZ0456
 RZ0456.The dynamic height is computed by dividing the NAVD 88
 RZ0456.geopotential number by the normal gravity value computed on the
 RZ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0456.degrees latitude (g = 980.6199 gals.).
 RZ0456
 RZ0456.The modeled gravity was interpolated from observed gravity values.
 RZ0456
 RZ0456;                    North         East    Units  Estimated Accuracy
 RZ0456;SPC ID W     -   550,780.      709,560.      MT  (+/- 180 meters Scaled)
 RZ0456
 RZ0456                          SUPERSEDED SURVEY CONTROL
 RZ0456
 RZ0456  NGVD 29 (??/??/92)  836.035  (m)         2742.89   (f) ADJ UNCH    2 0
 RZ0456
 RZ0456.Superseded values are not recommended for survey control.
 RZ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0456.See file dsdata.txt to determine how the superseded data were derived.
 RZ0456
 RZ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM052626(NAD 83)
 RZ0456_MARKER: DB = BENCH MARK DISK
 RZ0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0456_STAMPING: H 349 1952
 RZ0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0456+STABILITY: SURFACE MOTION
 RZ0456
 RZ0456  HISTORY     - Date     Condition        Report By
 RZ0456  HISTORY     - 1952     MONUMENTED       CGS
 RZ0456  HISTORY     - 1978     GOOD             NGS
 RZ0456
 RZ0456                          STATION DESCRIPTION
 RZ0456
 RZ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0456'5.8 MI N FROM GENESEE.
 RZ0456'5.8 MILES NORTH ALONG THE OLD U. S. HIGHWAY 95 FROM THE NORTHERN
 RZ0456'PACIFIC RAILWAY STATION AT GENESEE, AT THE Y JUNCTION OF A GRADED ROAD
 RZ0456'LEADING NORTH TO TROY, ON THE OUTSIDE OF A LONG CURVE, 57 FEET EAST OF
 RZ0456'AND ACROSS THE ROAD FROM THE CENTER LINE OF THE HIGHWAY, 24 1/2 FEET
 RZ0456'EAST OF THE CENTER LINE OF THE ROAD, 2.9 FEET EAST OF THE FENCE CORNER
 RZ0456'POST, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 RZ0456'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 RZ0456'GROUND.  NOTE-- THE 9 IN THE STAMPING HAS BEEN MUTILATED AND IS VERY
 RZ0456'FAINT.
 RZ0456
 RZ0456                          STATION RECOVERY (1978)
 RZ0456
 RZ0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RZ0456'REACHED FROM THE GENESEE POST OFFICE BY GOING SOUTH FOR 1 BLOCK TO A
 RZ0456'T INTERSECTION, TURN RIGHT, AND GO WEST ON THE MACADAM ROAD FOR 1.1
 RZ0456'MILES TO U.S. HIGHWAY 95, TURN RIGHT, AND GO NORTH ON U.S. HIGHWAY 95
 RZ0456'FOR 3.8 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO EASTERLY FOR
 RZ0456'1.2 MILES TO A T INTERSECTION, AND BENCH MARK Q 346 ON THE RIGHT,
 RZ0456'TURN LEFT, AND GO NORTH ON THE MACADAM ROAD FOR 0.7 MILE TO A FORK,
 RZ0456'WHERE THE MACADAM ROAD CURVES NORTHWEST, AND THE BENCH MARK ON THE
 RZ0456'RIGHT, 67 FEET EAST OF THE CENTER OF THE MACADAM ROAD, 25 FEET EAST
 RZ0456'OF THE CENTER OF A GRAVELED ROAD NORTH TOWARD TROY, 20 FEET SOUTH OF
 RZ0456'A DRAINAGE DITCH, AND LEVEL WITH THE ROAD SET IN A CYLINDRICAL
 RZ0456'CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER, AND PROJECTS
 RZ0456'3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0534 ***********************************************************************
 OX0534  DESIGNATION -  H 3491
 OX0534  PID         -  OX0534
 OX0534  STATE/COUNTY-  ID/MADISON
 OX0534  USGS QUAD   -  RIRIE (1980)
 OX0534
 OX0534                         *CURRENT SURVEY CONTROL
 OX0534  ___________________________________________________________________
 OX0534* NAD 83(1986)-  43 43 38.     (N)    111 45 14.     (W)     SCALED    
 OX0534* NAVD 88     -      1577.041  (meters)    5174.01   (feet)  POSTED    
 OX0534  ___________________________________________________________________
 OX0534  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 OX0534  DYNAMIC HT  -        1576.210 (meters)    5171.28  (feet)  COMP
 OX0534  MODELED GRAV-     980,034.2   (mgal)                       NAVD 88
 OX0534
 OX0534  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0534
 OX0534.The horizontal coordinates were scaled from a topographic map and have
 OX0534.an estimated accuracy of +/- 6 seconds.
 OX0534
 OX0534.The orthometric height was determined by differential leveling
 OX0534.and adjusted by the National Geodetic Survey in 1992..
 OX0534.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0534.rate of 2.1 thru 3.0 mm/km.
 OX0534
 OX0534.The geoid height was determined by GEOID03.
 OX0534
 OX0534.The dynamic height is computed by dividing the NAVD 88
 OX0534.geopotential number by the normal gravity value computed on the
 OX0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0534.degrees latitude (g = 980.6199 gals.).
 OX0534
 OX0534.The modeled gravity was interpolated from observed gravity values.
 OX0534
 OX0534;                    North         East    Units  Estimated Accuracy
 OX0534;SPC ID E     -   228,970.      233,260.      MT  (+/- 180 meters Scaled)
 OX0534
 OX0534                          SUPERSEDED SURVEY CONTROL
 OX0534
 OX0534  NGVD 29 (??/??/92) 1575.939  (m)         5170.39   (f) ADJ UNCH    2 0
 OX0534
 OX0534.Superseded values are not recommended for survey control.
 OX0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0534.See file dsdata.txt to determine how the superseded data were derived.
 OX0534
 OX0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP392418(NAD 83)
 OX0534_MARKER: DD = SURVEY DISK
 OX0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0534_STAMPING: H 3491
 OX0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0534+STABILITY: SURFACE MOTION
 OX0534
 OX0534  HISTORY     - Date     Condition        Report By
 OX0534  HISTORY     - UNK      MONUMENTED       IDGS
 OX0534  HISTORY     - 1951     GOOD             NGS
 OX0534
 OX0534                          STATION DESCRIPTION
 OX0534
 OX0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0534'8.1 MI NE FROM RIRIE.
 OX0534'ABOUT 8.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0534'STATION AT RIRIE, ABOUT 3 POLES NORTH OF A TRESTLE AT MILEAGE 24.17,
 OX0534'ABOUT 18 RAILS SOUTH OF A SIGN JENSON ONE MILE, 194 FEET SOUTH OF THE
 OX0534'CENTER LINE OF A FARM ROAD CROSSING, 98 1/2 FEET WEST OF AND ACROSS
 OX0534'THE TRACK FROM THE SECOND TELEGRAPH POLE SOUTH OF THE ROAD CROSSING,
 OX0534'42.4 FEET WEST OF THE WEST RAIL, 4 FEET EAST OF A FENCE, 1.3 FEET
 OX0534'NORTH OF A WITNESS POST, AND ABOUT 6 FEET HIGHER THAN THE TRACK, AND
 OX0534'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 OX0534'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0539 ***********************************************************************
 OX0539  DESIGNATION -  H 3493
 OX0539  PID         -  OX0539
 OX0539  STATE/COUNTY-  ID/MADISON
 OX0539  USGS QUAD   -  HEISE (1979)
 OX0539
 OX0539                         *CURRENT SURVEY CONTROL
 OX0539  ___________________________________________________________________
 OX0539* NAD 83(1986)-  43 40 16.     (N)    111 44 18.     (W)     SCALED    
 OX0539* NAVD 88     -      1519.248  (meters)    4984.40   (feet)  POSTED    
 OX0539  ___________________________________________________________________
 OX0539  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 OX0539  DYNAMIC HT  -        1518.440 (meters)    4981.75  (feet)  COMP
 OX0539  MODELED GRAV-     980,033.2   (mgal)                       NAVD 88
 OX0539
 OX0539  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0539
 OX0539.The horizontal coordinates were scaled from a topographic map and have
 OX0539.an estimated accuracy of +/- 6 seconds.
 OX0539
 OX0539.The orthometric height was determined by differential leveling
 OX0539.and adjusted by the National Geodetic Survey in 1992..
 OX0539.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0539.rate of 2.1 thru 3.0 mm/km.
 OX0539
 OX0539.The geoid height was determined by GEOID03.
 OX0539
 OX0539.The dynamic height is computed by dividing the NAVD 88
 OX0539.geopotential number by the normal gravity value computed on the
 OX0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0539.degrees latitude (g = 980.6199 gals.).
 OX0539
 OX0539.The modeled gravity was interpolated from observed gravity values.
 OX0539
 OX0539;                    North         East    Units  Estimated Accuracy
 OX0539;SPC ID E     -   222,740.      234,540.      MT  (+/- 180 meters Scaled)
 OX0539
 OX0539                          SUPERSEDED SURVEY CONTROL
 OX0539
 OX0539  NGVD 29 (??/??/92) 1518.140  (m)         4980.76   (f) ADJ UNCH    2 0
 OX0539
 OX0539.Superseded values are not recommended for survey control.
 OX0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0539.See file dsdata.txt to determine how the superseded data were derived.
 OX0539
 OX0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP404356(NAD 83)
 OX0539_MARKER: DD = SURVEY DISK
 OX0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0539_STAMPING: H 3493
 OX0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0539+STABILITY: SURFACE MOTION
 OX0539
 OX0539  HISTORY     - Date     Condition        Report By
 OX0539  HISTORY     - UNK      MONUMENTED       IDGS
 OX0539  HISTORY     - 1951     GOOD             NGS
 OX0539
 OX0539                          STATION DESCRIPTION
 OX0539
 OX0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0539'3.6 MI NE FROM RIRIE.
 OX0539'ABOUT 3.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0539'STATION AT RIRIE, AT A FARM ROAD CROSSING, 45.2 FEET EAST OF THE EAST
 OX0539'RAIL, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.7 FEET WEST OF A
 OX0539'FENCE, 1.6 FEET NORTH OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN
 OX0539'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OX0539'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0541 ***********************************************************************
 OX0541  DESIGNATION -  H 3495
 OX0541  PID         -  OX0541
 OX0541  STATE/COUNTY-  ID/JEFFERSON
 OX0541  USGS QUAD   -  HEISE (1979)
 OX0541
 OX0541                         *CURRENT SURVEY CONTROL
 OX0541  ___________________________________________________________________
 OX0541* NAD 83(1986)-  43 39 57.     (N)    111 44 20.     (W)     SCALED    
 OX0541* NAVD 88     -      1517.089  (meters)    4977.32   (feet)  POSTED    
 OX0541  ___________________________________________________________________
 OX0541  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 OX0541  DYNAMIC HT  -        1516.280 (meters)    4974.66  (feet)  COMP
 OX0541  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 OX0541
 OX0541  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0541
 OX0541.The horizontal coordinates were scaled from a topographic map and have
 OX0541.an estimated accuracy of +/- 6 seconds.
 OX0541
 OX0541.The orthometric height was determined by differential leveling
 OX0541.and adjusted by the National Geodetic Survey in 1992..
 OX0541.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0541.rate of 1.1 thru 2.0 mm/km.
 OX0541
 OX0541.The geoid height was determined by GEOID03.
 OX0541
 OX0541.The dynamic height is computed by dividing the NAVD 88
 OX0541.geopotential number by the normal gravity value computed on the
 OX0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0541.degrees latitude (g = 980.6199 gals.).
 OX0541
 OX0541.The modeled gravity was interpolated from observed gravity values.
 OX0541
 OX0541;                    North         East    Units  Estimated Accuracy
 OX0541;SPC ID E     -   222,160.      234,500.      MT  (+/- 180 meters Scaled)
 OX0541
 OX0541                          SUPERSEDED SURVEY CONTROL
 OX0541
 OX0541  NGVD 29 (??/??/92) 1515.983  (m)         4973.69   (f) ADJ UNCH    2 0
 OX0541
 OX0541.Superseded values are not recommended for survey control.
 OX0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0541.See file dsdata.txt to determine how the superseded data were derived.
 OX0541
 OX0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP404350(NAD 83)
 OX0541_MARKER: DD = SURVEY DISK
 OX0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0541_SP_SET: PIER
 OX0541_STAMPING: H 3495
 OX0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0541
 OX0541  HISTORY     - Date     Condition        Report By
 OX0541  HISTORY     - UNK      MONUMENTED       IDGS
 OX0541  HISTORY     - 1951     GOOD             NGS
 OX0541
 OX0541                          STATION DESCRIPTION
 OX0541
 OX0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0541'1.9 MI NW FROM POPLAR.
 OX0541'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR,
 OX0541'THENCE, 1.0 MILE WEST, 0.2 MILE NORTH, 0.2 MILE WEST, 0.2 MILE NORTH,
 OX0541'0.8 MILE WEST, 0.2 MILE NORTHWEST, 0.4 MILE NORTH AND 0.8 MILE
 OX0541'NORTHEAST ALONG U.P SNAKE RIVER BELT RAILROAD, SET IN THE WEST END OF
 OX0541'THE SOUTH PIER OF STEEL BRIDGE NO. 19.45 OVER RIVER, 10 FEET WEST OF
 OX0541'WEST RAIL OF TRACK, 2 FEET WEST OF SOUTHWEST CORNER OF STEEL PLATE OF
 OX0541'SPAN, 3 FEET BELOW TRACK LEVEL.  A USC AND GS STATE SURVEY BRONZE
 OX0541'BENCH MARK DISK.  NOTE-- MARK MAY ALSO BE REACHED FROM THE UNION
 OX0541'PACIFIC RAILROAD STATION AT RIRIE BY FOLLOWING THE U.P.R.R. NORTHEAST
 OX0541'3.3 MILES TO BRIDGE OVER SOUTH FORK OF THE SNAKE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0537 ***********************************************************************
 OX0537  DESIGNATION -  H 3499
 OX0537  PID         -  OX0537
 OX0537  STATE/COUNTY-  ID/MADISON
 OX0537  USGS QUAD   -  HEISE (1979)
 OX0537
 OX0537                         *CURRENT SURVEY CONTROL
 OX0537  ___________________________________________________________________
 OX0537* NAD 83(1986)-  43 41 24.     (N)    111 44 44.     (W)     SCALED    
 OX0537* NAVD 88     -      1541.287  (meters)    5056.71   (feet)  POSTED    
 OX0537  ___________________________________________________________________
 OX0537  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 OX0537  DYNAMIC HT  -        1540.460 (meters)    5053.99  (feet)  COMP
 OX0537  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 OX0537
 OX0537  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0537
 OX0537.The horizontal coordinates were scaled from a topographic map and have
 OX0537.an estimated accuracy of +/- 6 seconds.
 OX0537
 OX0537.The orthometric height was determined by differential leveling
 OX0537.and adjusted by the National Geodetic Survey in 1992..
 OX0537.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0537.rate of 2.1 thru 3.0 mm/km.
 OX0537
 OX0537.The geoid height was determined by GEOID03.
 OX0537
 OX0537.The dynamic height is computed by dividing the NAVD 88
 OX0537.geopotential number by the normal gravity value computed on the
 OX0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0537.degrees latitude (g = 980.6199 gals.).
 OX0537
 OX0537.The modeled gravity was interpolated from observed gravity values.
 OX0537
 OX0537;                    North         East    Units  Estimated Accuracy
 OX0537;SPC ID E     -   224,840.      233,950.      MT  (+/- 180 meters Scaled)
 OX0537
 OX0537                          SUPERSEDED SURVEY CONTROL
 OX0537
 OX0537  NGVD 29 (??/??/92) 1540.176  (m)         5053.06   (f) ADJ UNCH    2 0
 OX0537
 OX0537.Superseded values are not recommended for survey control.
 OX0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0537.See file dsdata.txt to determine how the superseded data were derived.
 OX0537
 OX0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP399377(NAD 83)
 OX0537_MARKER: DD = SURVEY DISK
 OX0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0537_STAMPING: H 3499
 OX0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0537+STABILITY: SURFACE MOTION
 OX0537
 OX0537  HISTORY     - Date     Condition        Report By
 OX0537  HISTORY     - UNK      MONUMENTED       IDGS
 OX0537  HISTORY     - 1951     GOOD             NGS
 OX0537
 OX0537                          STATION DESCRIPTION
 OX0537
 OX0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OX0537'5.0 NE FROM RIRIE.
 OX0537'ABOUT 5 MILES NORTHEAST ALONG THE UNION PCIFIC RAILROAD FROM THE
 OX0537'STATION AT RIRIE, ABOUT 4 POLES NORTH OF MILEPOLE NUMBER 21, NEAR THE
 OX0537'SOUTHWEST END OF BYRNE SIDING, 130.5 FEET NORTHEAST OF THE NORTHEAST
 OX0537'RAIL, 80 1/2 FEET NORTHEAST OF THE FOURTH TELEGRAPH POLE NORTH OF
 OX0537'MILEPOLE NUMBER 21, 30 FEET NORTHWEST OF POWER LINE POLE NUMBER E 392,
 OX0537'5 1/2 FEET SOUTHWEST OF A FENCE, 2.1 FEET NORTHWEST OF A WITNESS POST,
 OX0537'AND ABOUT 20 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A
 OX0537'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0445 ***********************************************************************
 QA0445  DESIGNATION -  H 35
 QA0445  PID         -  QA0445
 QA0445  STATE/COUNTY-  ID/BOISE
 QA0445  USGS QUAD   -  GRIMES PASS (1988)
 QA0445
 QA0445                         *CURRENT SURVEY CONTROL
 QA0445  ___________________________________________________________________
 QA0445* NAD 83(1986)-  44 03 35.     (N)    115 49 08.     (W)     SCALED    
 QA0445* NAVD 88     -      1006.207  (meters)    3301.20   (feet)  ADJUSTED  
 QA0445  ___________________________________________________________________
 QA0445  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 QA0445  DYNAMIC HT  -        1005.771 (meters)    3299.77  (feet)  COMP
 QA0445  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 QA0445
 QA0445  VERT ORDER  -  SECOND    CLASS 0
 QA0445
 QA0445.The horizontal coordinates were scaled from a topographic map and have
 QA0445.an estimated accuracy of +/- 6 seconds.
 QA0445
 QA0445.The orthometric height was determined by differential leveling
 QA0445.and adjusted by the National Geodetic Survey in June 1991..
 QA0445
 QA0445.The geoid height was determined by GEOID03.
 QA0445
 QA0445.The dynamic height is computed by dividing the NAVD 88
 QA0445.geopotential number by the normal gravity value computed on the
 QA0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0445.degrees latitude (g = 980.6199 gals.).
 QA0445
 QA0445.The modeled gravity was interpolated from observed gravity values.
 QA0445
 QA0445;                    North         East    Units  Estimated Accuracy
 QA0445;SPC ID W     -   265,830.      794,480.      MT  (+/- 180 meters Scaled)
 QA0445
 QA0445                          SUPERSEDED SURVEY CONTROL
 QA0445
 QA0445  NGVD 29 (??/??/92) 1005.100  (m)         3297.57   (f) ADJ UNCH    2 0
 QA0445
 QA0445.Superseded values are not recommended for survey control.
 QA0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0445.See file dsdata.txt to determine how the superseded data were derived.
 QA0445
 QA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ946791(NAD 83)
 QA0445_MARKER: DD = SURVEY DISK
 QA0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0445_STAMPING: H 35 1933
 QA0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0445+STABILITY: SURFACE MOTION
 QA0445
 QA0445  HISTORY     - Date     Condition        Report By
 QA0445  HISTORY     - 1933     MONUMENTED       USGS
 QA0445  HISTORY     - 1969     GOOD             NGS
 QA0445
 QA0445                          STATION DESCRIPTION
 QA0445
 QA0445'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0445'9.1 MI E FROM GARDEN VALLEY.
 QA0445'9.1 MILES EAST ALONG STATE HIGHWAY 17 FROM THE SCHOOL AT GARDEN
 QA0445'VALLEY, BOISE COUNTY, 2.4 MILES EAST OF THE POST OFFICE AT GRIMES
 QA0445'PASS, 32 FEET SOUTHWEST OF THE MIDDLE OF A CURVE, AND 200 FEET SOUTH
 QA0445'OF THE CROSSING OVER DANSKIN CREEK.  A U. S. GEOLOGICAL SURVEY
 QA0445'STANDARD DISK, STAMPED H 35 1933 AND SET IN THE TOP OF A CONCRETE
 QA0445'POST.
 QA0445
 QA0445                          STATION RECOVERY (1969)
 QA0445
 QA0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QA0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0474 ***********************************************************************
 RZ0474  DESIGNATION -  H 350
 RZ0474  PID         -  RZ0474
 RZ0474  STATE/COUNTY-  ID/LATAH
 RZ0474  USGS QUAD   -  ROBINSON LAKE (1994)
 RZ0474
 RZ0474                         *CURRENT SURVEY CONTROL
 RZ0474  ___________________________________________________________________
 RZ0474* NAD 83(1986)-  46 52 11.     (N)    116 53 51.     (W)     SCALED    
 RZ0474* NAVD 88     -       890.083  (meters)    2920.21   (feet)  ADJUSTED  
 RZ0474  ___________________________________________________________________
 RZ0474  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 RZ0474  DYNAMIC HT  -         889.996 (meters)    2919.93  (feet)  COMP
 RZ0474  MODELED GRAV-     980,486.5   (mgal)                       NAVD 88
 RZ0474
 RZ0474  VERT ORDER  -  SECOND    CLASS 0
 RZ0474
 RZ0474.The horizontal coordinates were scaled from a topographic map and have
 RZ0474.an estimated accuracy of +/- 6 seconds.
 RZ0474
 RZ0474.The orthometric height was determined by differential leveling
 RZ0474.and adjusted by the National Geodetic Survey in June 1991..
 RZ0474
 RZ0474.The geoid height was determined by GEOID03.
 RZ0474
 RZ0474.The dynamic height is computed by dividing the NAVD 88
 RZ0474.geopotential number by the normal gravity value computed on the
 RZ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0474.degrees latitude (g = 980.6199 gals.).
 RZ0474
 RZ0474.The modeled gravity was interpolated from observed gravity values.
 RZ0474
 RZ0474;                    North         East    Units  Estimated Accuracy
 RZ0474;SPC ID W     -   578,750.      712,520.      MT  (+/- 180 meters Scaled)
 RZ0474
 RZ0474                          SUPERSEDED SURVEY CONTROL
 RZ0474
 RZ0474  NGVD 29 (??/??/92)  888.942  (m)         2916.47   (f) ADJ UNCH    2 0
 RZ0474
 RZ0474.Superseded values are not recommended for survey control.
 RZ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0474.See file dsdata.txt to determine how the superseded data were derived.
 RZ0474
 RZ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM078906(NAD 83)
 RZ0474_MARKER: DB = BENCH MARK DISK
 RZ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0474_STAMPING: H 350 1952
 RZ0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0474+STABILITY: SURFACE MOTION
 RZ0474
 RZ0474  HISTORY     - Date     Condition        Report By
 RZ0474  HISTORY     - 1952     MONUMENTED       CGS
 RZ0474
 RZ0474                          STATION DESCRIPTION
 RZ0474
 RZ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0474'4.5 MI S FROM POTLATCH.
 RZ0474'0.6 MILE EAST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM THE
 RZ0474'STATION AT POTLATCH, THENCE 3.9 MILES SOUTH ALONG A GRADED COUNTY
 RZ0474'ROAD, ON THE OUTSIDE OF A CURVE, AT THE JUNCTION OF A DRIVEWAY LEADING
 RZ0474'TO MIKE GUSHLIAKS RANCH, 39 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 RZ0474'A CATTLE GUARD ACROSS THE DRIVEWAY, 33 FEET EAST OF THE CENTER LINE OF
 RZ0474'THE ROAD, 2.3 FEET NORTHEAST OF A FENCE, 4.3 FEET SOUTHEAST OF A
 RZ0474'WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 RZ0474'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0562 ***********************************************************************
 RZ0562  DESIGNATION -  H 351
 RZ0562  PID         -  RZ0562
 RZ0562  STATE/COUNTY-  ID/LATAH
 RZ0562  USGS QUAD   -  JULIAETTA (1990)
 RZ0562
 RZ0562                         *CURRENT SURVEY CONTROL
 RZ0562  ___________________________________________________________________
 RZ0562* NAD 83(1986)-  46 36 45.     (N)    116 39 53.     (W)     SCALED    
 RZ0562* NAVD 88     -       385.745  (meters)    1265.57   (feet)  ADJUSTED  
 RZ0562  ___________________________________________________________________
 RZ0562  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 RZ0562  DYNAMIC HT  -         385.737 (meters)    1265.54  (feet)  COMP
 RZ0562  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 RZ0562
 RZ0562  VERT ORDER  -  SECOND    CLASS 0
 RZ0562
 RZ0562.The horizontal coordinates were scaled from a topographic map and have
 RZ0562.an estimated accuracy of +/- 6 seconds.
 RZ0562
 RZ0562.The orthometric height was determined by differential leveling
 RZ0562.and adjusted by the National Geodetic Survey in June 1991..
 RZ0562
 RZ0562.The geoid height was determined by GEOID03.
 RZ0562
 RZ0562.The dynamic height is computed by dividing the NAVD 88
 RZ0562.geopotential number by the normal gravity value computed on the
 RZ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0562.degrees latitude (g = 980.6199 gals.).
 RZ0562
 RZ0562.The modeled gravity was interpolated from observed gravity values.
 RZ0562
 RZ0562;                    North         East    Units  Estimated Accuracy
 RZ0562;SPC ID W     -   549,930.      729,930.      MT  (+/- 180 meters Scaled)
 RZ0562
 RZ0562                          SUPERSEDED SURVEY CONTROL
 RZ0562
 RZ0562  NGVD 29 (??/??/92)  384.703  (m)         1262.15   (f) ADJ UNCH    2 0
 RZ0562
 RZ0562.Superseded values are not recommended for survey control.
 RZ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0562.See file dsdata.txt to determine how the superseded data were derived.
 RZ0562
 RZ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM256621(NAD 83)
 RZ0562_MARKER: DB = BENCH MARK DISK
 RZ0562_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0562_SP_SET: ROCK CUT
 RZ0562_STAMPING: H 351 1952
 RZ0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0562+STABILITY: POSITION/ELEVATION WELL
 RZ0562
 RZ0562  HISTORY     - Date     Condition        Report By
 RZ0562  HISTORY     - 1952     MONUMENTED       CGS
 RZ0562
 RZ0562                          STATION DESCRIPTION
 RZ0562
 RZ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0562'0.8 MI SW FROM KENDRICK.
 RZ0562'0.5 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RZ0562'AT KENDRICK, THENCE 0.3 MILE SOUTHWEST ALONG THE KENDRICK-TROY COUNTY
 RZ0562'ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF A 30-FOOT ROCK CUT, 23
 RZ0562'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET ABOVE THE
 RZ0562'GROUND, AND MARKED BY THE WHITE PAINTED LETTERS U.S.B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0547 ***********************************************************************
 RZ0547  DESIGNATION -  H 352
 RZ0547  PID         -  RZ0547
 RZ0547  STATE/COUNTY-  ID/LATAH
 RZ0547  USGS QUAD   -  JULIAETTA (1990)
 RZ0547
 RZ0547                         *CURRENT SURVEY CONTROL
 RZ0547  ___________________________________________________________________
 RZ0547* NAD 83(1986)-  46 34 46.     (N)    116 42 30.     (W)     SCALED    
 RZ0547* NAVD 88     -       375.953  (meters)    1233.44   (feet)  ADJUSTED  
 RZ0547  ___________________________________________________________________
 RZ0547  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 RZ0547  DYNAMIC HT  -         375.935 (meters)    1233.38  (feet)  COMP
 RZ0547  MODELED GRAV-     980,556.7   (mgal)                       NAVD 88
 RZ0547
 RZ0547  VERT ORDER  -  SECOND    CLASS 0
 RZ0547
 RZ0547.The horizontal coordinates were scaled from a topographic map and have
 RZ0547.an estimated accuracy of +/- 6 seconds.
 RZ0547
 RZ0547.The orthometric height was determined by differential leveling
 RZ0547.and adjusted by the National Geodetic Survey in June 1991..
 RZ0547
 RZ0547.The geoid height was determined by GEOID03.
 RZ0547
 RZ0547.The dynamic height is computed by dividing the NAVD 88
 RZ0547.geopotential number by the normal gravity value computed on the
 RZ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0547.degrees latitude (g = 980.6199 gals.).
 RZ0547
 RZ0547.The modeled gravity was interpolated from observed gravity values.
 RZ0547
 RZ0547;                    North         East    Units  Estimated Accuracy
 RZ0547;SPC ID W     -   546,290.      726,550.      MT  (+/- 180 meters Scaled)
 RZ0547
 RZ0547                          SUPERSEDED SURVEY CONTROL
 RZ0547
 RZ0547  NGVD 29 (??/??/92)  374.908  (m)         1230.01   (f) ADJ UNCH    2 0
 RZ0547
 RZ0547.Superseded values are not recommended for survey control.
 RZ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0547.See file dsdata.txt to determine how the superseded data were derived.
 RZ0547
 RZ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM223584(NAD 83)
 RZ0547_MARKER: DB = BENCH MARK DISK
 RZ0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0547_SP_SET: BUILDING
 RZ0547_STAMPING: H 352 1952
 RZ0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0547
 RZ0547  HISTORY     - Date     Condition        Report By
 RZ0547  HISTORY     - 1952     MONUMENTED       CGS
 RZ0547  HISTORY     - 19880909 POOR             USPSQD
 RZ0547
 RZ0547                          STATION DESCRIPTION
 RZ0547
 RZ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0547'IN JULIAETTA.
 RZ0547'AT JULIAETTA, SET VERTICALLY IN THE WEST BRICK WALL OF THE JULIAETTA
 RZ0547'GRAMMAR SCHOOL BUILDING, 33 FEET NORTH OF THE CENTER OF THE WEST
 RZ0547'ENTRANCE TO THE BUILDING, AND 1.3 FEET SOUTH OF THE NORTHWEST CORNER.
 RZ0547
 RZ0547                          STATION RECOVERY (1988)
 RZ0547
 RZ0547'RECOVERY NOTE BY US POWER SQUADRON 1988 (GLC)
 RZ0547'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0567 ***********************************************************************
 SV0567  DESIGNATION -  H 353
 SV0567  PID         -  SV0567
 SV0567  STATE/COUNTY-  ID/KOOTENAI
 SV0567  USGS QUAD   -  MICA BAY (1996)
 SV0567
 SV0567                         *CURRENT SURVEY CONTROL
 SV0567  ___________________________________________________________________
 SV0567* NAD 83(1986)-  47 33 50.     (N)    116 47 03.     (W)     SCALED    
 SV0567* NAVD 88     -       684.668  (meters)    2246.28   (feet)  ADJUSTED  
 SV0567  ___________________________________________________________________
 SV0567  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 SV0567  DYNAMIC HT  -         684.689 (meters)    2246.35  (feet)  COMP
 SV0567  MODELED GRAV-     980,621.0   (mgal)                       NAVD 88
 SV0567
 SV0567  VERT ORDER  -  SECOND    CLASS 0
 SV0567
 SV0567.The horizontal coordinates were scaled from a topographic map and have
 SV0567.an estimated accuracy of +/- 6 seconds.
 SV0567
 SV0567.The orthometric height was determined by differential leveling
 SV0567.and adjusted by the National Geodetic Survey in June 1991..
 SV0567
 SV0567.The geoid height was determined by GEOID03.
 SV0567
 SV0567.The dynamic height is computed by dividing the NAVD 88
 SV0567.geopotential number by the normal gravity value computed on the
 SV0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0567.degrees latitude (g = 980.6199 gals.).
 SV0567
 SV0567.The modeled gravity was interpolated from observed gravity values.
 SV0567
 SV0567;                    North         East    Units  Estimated Accuracy
 SV0567;SPC ID W     -   655,800.      722,180.      MT  (+/- 180 meters Scaled)
 SV0567
 SV0567                          SUPERSEDED SURVEY CONTROL
 SV0567
 SV0567  NGVD 29 (??/??/92)  683.551  (m)         2242.62   (f) ADJ UNCH    2 0
 SV0567
 SV0567.Superseded values are not recommended for survey control.
 SV0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0567.See file dsdata.txt to determine how the superseded data were derived.
 SV0567
 SV0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN162678(NAD 83)
 SV0567_MARKER: DB = BENCH MARK DISK
 SV0567_SETTING: 66 = SET IN ROCK OUTCROP
 SV0567_SP_SET: ROCK OUTCROP
 SV0567_STAMPING: H 353 1952
 SV0567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0567+STABILITY: POSITION/ELEVATION WELL
 SV0567
 SV0567  HISTORY     - Date     Condition        Report By
 SV0567  HISTORY     - 1952     MONUMENTED       CGS
 SV0567
 SV0567                          STATION DESCRIPTION
 SV0567
 SV0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SV0567'13.0 MI NW FROM HARRISON.
 SV0567'13.0 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0567'OFFICE AT HARRISON, ON THE OUTSIDE OF A CURVE, IN THE TOP OF A LARGE
 SV0567'OUTCROP, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.8 FEET
 SV0567'SOUTHWEST OF THE NORTHEAST POINT OF THE OUTCROP, AND ABOUT 2 FEET
 SV0567'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0448 ***********************************************************************
 QA0448  DESIGNATION -  H 36
 QA0448  PID         -  QA0448
 QA0448  STATE/COUNTY-  ID/BOISE
 QA0448  USGS QUAD   -  GRIMES PASS (1988)
 QA0448
 QA0448                         *CURRENT SURVEY CONTROL
 QA0448  ___________________________________________________________________
 QA0448* NAD 83(1986)-  44 04 38.     (N)    115 47 09.     (W)     SCALED    
 QA0448* NAVD 88     -      1038.735  (meters)    3407.92   (feet)  ADJUSTED  
 QA0448  ___________________________________________________________________
 QA0448  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 QA0448  DYNAMIC HT  -        1038.279 (meters)    3406.42  (feet)  COMP
 QA0448  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 QA0448
 QA0448  VERT ORDER  -  SECOND    CLASS 0
 QA0448
 QA0448.The horizontal coordinates were scaled from a topographic map and have
 QA0448.an estimated accuracy of +/- 6 seconds.
 QA0448
 QA0448.The orthometric height was determined by differential leveling
 QA0448.and adjusted by the National Geodetic Survey in June 1991..
 QA0448
 QA0448.The geoid height was determined by GEOID03.
 QA0448
 QA0448.The dynamic height is computed by dividing the NAVD 88
 QA0448.geopotential number by the normal gravity value computed on the
 QA0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0448.degrees latitude (g = 980.6199 gals.).
 QA0448
 QA0448.The modeled gravity was interpolated from observed gravity values.
 QA0448
 QA0448;                    North         East    Units  Estimated Accuracy
 QA0448;SPC ID W     -   267,770.      797,130.      MT  (+/- 180 meters Scaled)
 QA0448
 QA0448                          SUPERSEDED SURVEY CONTROL
 QA0448
 QA0448  NGVD 29 (??/??/92) 1037.621  (m)         3404.26   (f) ADJ UNCH    2 0
 QA0448
 QA0448.Superseded values are not recommended for survey control.
 QA0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0448.See file dsdata.txt to determine how the superseded data were derived.
 QA0448
 QA0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ972811(NAD 83)
 QA0448_MARKER: DB = BENCH MARK DISK
 QA0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0448_STAMPING: H 36 1933
 QA0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0448+STABILITY: SURFACE MOTION
 QA0448
 QA0448  HISTORY     - Date     Condition        Report By
 QA0448  HISTORY     - 1933     MONUMENTED       USGS
 QA0448  HISTORY     - 1969     GOOD             NGS
 QA0448
 QA0448                          STATION DESCRIPTION
 QA0448
 QA0448'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0448'11.3 MI E FROM GARDEN VALLEY.
 QA0448'11.3 MILES EAST ALONG STATE HIGHWAY 17 FROM THE SCHOOL AT GARDEN
 QA0448'VALLEY, BOISE COUNTY, 200 FEET NORTH OF GALLAGHER RANGER STATION, 33
 QA0448'FEET SOUTHWEST OF THE MIDDLE OF A CURVE, AND AT A FENCE JUNCTION.  A
 QA0448'U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 36 1933 AND SET IN
 QA0448'THE TOP OF A CONCRETE POST.
 QA0448
 QA0448                          STATION RECOVERY (1969)
 QA0448
 QA0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QA0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0738 ***********************************************************************
 OY0738  DESIGNATION -  H 36
 OY0738  PID         -  OY0738
 OY0738  STATE/COUNTY-  ID/CUSTER
 OY0738  USGS QUAD   -  MACKAY (1991)
 OY0738
 OY0738                         *CURRENT SURVEY CONTROL
 OY0738  ___________________________________________________________________
 OY0738* NAD 83(1986)-  43 54 56.     (N)    113 36 40.     (W)     SCALED    
 OY0738* NAVD 88     -      1800.445  (meters)    5906.96   (feet)  POSTED    
 OY0738  ___________________________________________________________________
 OY0738  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 OY0738  DYNAMIC HT  -        1799.350 (meters)    5903.37  (feet)  COMP
 OY0738  MODELED GRAV-     979,949.1   (mgal)                       NAVD 88
 OY0738
 OY0738  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0738
 OY0738.The horizontal coordinates were scaled from a topographic map and have
 OY0738.an estimated accuracy of +/- 6 seconds.
 OY0738
 OY0738.The orthometric height was determined by differential leveling
 OY0738.and adjusted by the National Geodetic Survey in 1992..
 OY0738.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0738.rate greater than 8.0 mm/km.
 OY0738
 OY0738.The geoid height was determined by GEOID03.
 OY0738
 OY0738.The dynamic height is computed by dividing the NAVD 88
 OY0738.geopotential number by the normal gravity value computed on the
 OY0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0738.degrees latitude (g = 980.6199 gals.).
 OY0738
 OY0738.The modeled gravity was interpolated from observed gravity values.
 OY0738
 OY0738;                    North         East    Units  Estimated Accuracy
 OY0738;SPC ID C     -   249,890.      531,230.      MT  (+/- 180 meters Scaled)
 OY0738
 OY0738                          SUPERSEDED SURVEY CONTROL
 OY0738
 OY0738  NGVD 29 (??/??/92) 1799.384  (m)         5903.48   (f) ADJ UNCH    2 0
 OY0738
 OY0738.Superseded values are not recommended for survey control.
 OY0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0738.See file dsdata.txt to determine how the superseded data were derived.
 OY0738
 OY0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP903658(NAD 83)
 OY0738_MARKER: DB = BENCH MARK DISK
 OY0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0738_STAMPING: H 36 1934
 OY0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0738+STABILITY: SURFACE MOTION
 OY0738
 OY0738  HISTORY     - Date     Condition        Report By
 OY0738  HISTORY     - 1934     MONUMENTED       CGS
 OY0738  HISTORY     - 1936     GOOD             NGS
 OY0738  HISTORY     - 20050609 MARK NOT FOUND   IDTD
 OY0738
 OY0738                          STATION DESCRIPTION
 OY0738
 OY0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0738'IN MACKAY.
 OY0738'AT MACKAY, CUSTER COUNTY, ON THE OREGON SHORT LINE RAILROAD, 102 FEET
 OY0738'WEST OF THE CENTER OF THE ENTRANCE TO THE WAITING ROOM OF THE STATION,
 OY0738'15 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND 2 FEET SOUTH OF
 OY0738'A FENCE.  A STANDARD DISK, STAMPED H 36 1934 AND SET IN THE TOP OF A
 OY0738'CONCRETE POST.
 OY0738
 OY0738                          STATION RECOVERY (2005)
 OY0738
 OY0738'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (RLR)
 OY0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0172 ***********************************************************************
 NT0172  DESIGNATION -  H 360
 NT0172  PID         -  NT0172
 NT0172  STATE/COUNTY-  ID/CARIBOU
 NT0172  USGS QUAD   -  WAYAN WEST (1980)
 NT0172
 NT0172                         *CURRENT SURVEY CONTROL
 NT0172  ___________________________________________________________________
 NT0172* NAD 83(1986)-  42 59 32.     (N)    111 22 37.     (W)     SCALED    
 NT0172* NAVD 88     -      1957.463  (meters)    6422.11   (feet)  ADJUSTED  
 NT0172  ___________________________________________________________________
 NT0172  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 NT0172  DYNAMIC HT  -        1956.092 (meters)    6417.61  (feet)  COMP
 NT0172  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 NT0172
 NT0172  VERT ORDER  -  SECOND    CLASS 0
 NT0172
 NT0172.The horizontal coordinates were scaled from a topographic map and have
 NT0172.an estimated accuracy of +/- 6 seconds.
 NT0172
 NT0172.The orthometric height was determined by differential leveling
 NT0172.and adjusted by the National Geodetic Survey in June 1991..
 NT0172
 NT0172.The geoid height was determined by GEOID03.
 NT0172
 NT0172.The dynamic height is computed by dividing the NAVD 88
 NT0172.geopotential number by the normal gravity value computed on the
 NT0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0172.degrees latitude (g = 980.6199 gals.).
 NT0172
 NT0172.The modeled gravity was interpolated from observed gravity values.
 NT0172
 NT0172;                    North         East    Units  Estimated Accuracy
 NT0172;SPC ID E     -   147,540.      264,400.      MT  (+/- 180 meters Scaled)
 NT0172
 NT0172                          SUPERSEDED SURVEY CONTROL
 NT0172
 NT0172  NGVD 29 (??/??/92) 1956.181  (m)         6417.90   (f) ADJ UNCH    2 0
 NT0172
 NT0172.Superseded values are not recommended for survey control.
 NT0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0172.See file dsdata.txt to determine how the superseded data were derived.
 NT0172
 NT0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN692600(NAD 83)
 NT0172_MARKER: DB = BENCH MARK DISK
 NT0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0172_STAMPING: H 360 1951
 NT0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0172+STABILITY: SURFACE MOTION
 NT0172
 NT0172  HISTORY     - Date     Condition        Report By
 NT0172  HISTORY     - 1951     MONUMENTED       CGS
 NT0172
 NT0172                          STATION DESCRIPTION
 NT0172
 NT0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0172'1.4 MI N FROM WAYAN.
 NT0172'1.4 MILES NORTH OF THE POST OFFICE AT WAYAN ON WAYAN GRAY ROAD, 43
 NT0172'FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF A FENCE LINE,
 NT0172'3 FEET LOWER THAN THE HIGHWAY, AND 4 FEET SOUTH OF A WITNESS POST, AND
 NT0172'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NT0172'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0334 ***********************************************************************
 RZ0334  DESIGNATION -  H 362
 RZ0334  PID         -  RZ0334
 RZ0334  STATE/COUNTY-  ID/NEZ PERCE
 RZ0334  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ0334
 RZ0334                         *CURRENT SURVEY CONTROL
 RZ0334  ___________________________________________________________________
 RZ0334* NAD 83(1986)-  46 25 55.     (N)    116 56 48.     (W)     SCALED    
 RZ0334* NAVD 88     -       238.724  (meters)     783.21   (feet)  ADJUSTED  
 RZ0334  ___________________________________________________________________
 RZ0334  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 RZ0334  DYNAMIC HT  -         238.719 (meters)     783.20  (feet)  COMP
 RZ0334  MODELED GRAV-     980,588.9   (mgal)                       NAVD 88
 RZ0334
 RZ0334  VERT ORDER  -  SECOND    CLASS 0
 RZ0334
 RZ0334.The horizontal coordinates were scaled from a topographic map and have
 RZ0334.an estimated accuracy of +/- 6 seconds.
 RZ0334
 RZ0334.The orthometric height was determined by differential leveling
 RZ0334.and adjusted by the National Geodetic Survey in June 1991..
 RZ0334
 RZ0334.The geoid height was determined by GEOID03.
 RZ0334
 RZ0334.The dynamic height is computed by dividing the NAVD 88
 RZ0334.geopotential number by the normal gravity value computed on the
 RZ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0334.degrees latitude (g = 980.6199 gals.).
 RZ0334
 RZ0334.The modeled gravity was interpolated from observed gravity values.
 RZ0334
 RZ0334;                    North         East    Units  Estimated Accuracy
 RZ0334;SPC ID W     -   530,150.      708,030.      MT  (+/- 180 meters Scaled)
 RZ0334
 RZ0334                          SUPERSEDED SURVEY CONTROL
 RZ0334
 RZ0334  NGVD 29 (??/??/92)  237.727  (m)          779.94   (f) ADJ UNCH    2 0
 RZ0334
 RZ0334.Superseded values are not recommended for survey control.
 RZ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0334.See file dsdata.txt to determine how the superseded data were derived.
 RZ0334
 RZ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM040420(NAD 83)
 RZ0334_MARKER: DD = SURVEY DISK
 RZ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0334_STAMPING: H 362 1959
 RZ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0334+STABILITY: SURFACE MOTION
 RZ0334
 RZ0334  HISTORY     - Date     Condition        Report By
 RZ0334  HISTORY     - 1959     MONUMENTED       DOD
 RZ0334  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0334
 RZ0334                          STATION DESCRIPTION
 RZ0334
 RZ0334'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0334'4.3 MI E FROM LEWISTON.
 RZ0334'APPROXIMATELY 4.3 MILES EAST FROM THE NEZ PERCE COUNTY COURTHOUSE AT
 RZ0334'LEWISTON, ALONG HIGHWAY 95, ON THE RIGHT BANK OF THE CLEARWATER RIVER,
 RZ0334'ABOUT 0.3 MILES UPSTREAM FROM THE WASHINGTON WATER POWER DAM, 60 FEET
 RZ0334'WEST OF A 6- BY 7-FOOT CONCRETE BOX CULVERT, 45 FEET SOUTH OF THE
 RZ0334'CENTERLINE OF HIGHWAY 95, 10 FEET EAST OF A POWER POLE, 6 FEET NORTH
 RZ0334'OF THE TOP OF THE RIVER BANK, AND 3 FEET SOUTH OF A WHITE 2- BY 2-INCH
 RZ0334'WOODEN WITNESS POST.  A STANDARD CORPS OF ENGINEERS BRONZE MARKER SET
 RZ0334'IN THE TOP OF A CONCRETE POST.
 RZ0334
 RZ0334                          STATION RECOVERY (1980)
 RZ0334
 RZ0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0334'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0388 ***********************************************************************
 RZ0388  DESIGNATION -  H 363
 RZ0388  PID         -  RZ0388
 RZ0388  STATE/COUNTY-  ID/NEZ PERCE
 RZ0388  USGS QUAD   -  JULIAETTA (1990)
 RZ0388
 RZ0388                         *CURRENT SURVEY CONTROL
 RZ0388  ___________________________________________________________________
 RZ0388* NAD 83(1992)-  46 31 01.57058(N)    116 38 38.82035(W)     ADJUSTED  
 RZ0388* NAVD 88     -       267.151  (meters)     876.48   (feet)  ADJUSTED  
 RZ0388  ___________________________________________________________________
 RZ0388  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 RZ0388  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 RZ0388  DYNAMIC HT  -         267.150 (meters)     876.47  (feet)  COMP
 RZ0388  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 RZ0388
 RZ0388  HORZ ORDER  -  SECOND
 RZ0388  VERT ORDER  -  SECOND    CLASS 0
 RZ0388
 RZ0388.The horizontal coordinates were established by classical geodetic methods
 RZ0388.and adjusted by the National Geodetic Survey in July 1992..
 RZ0388
 RZ0388.The orthometric height was determined by differential leveling
 RZ0388.and adjusted by the National Geodetic Survey in June 1991..
 RZ0388
 RZ0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ0388
 RZ0388.The geoid height was determined by GEOID03.
 RZ0388
 RZ0388.The dynamic height is computed by dividing the NAVD 88
 RZ0388.geopotential number by the normal gravity value computed on the
 RZ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0388.degrees latitude (g = 980.6199 gals.).
 RZ0388
 RZ0388.The modeled gravity was interpolated from observed gravity values.
 RZ0388
 RZ0388;                    North         East     Units Scale Factor Converg.
 RZ0388;SPC ID W     -   539,304.189   731,391.520   MT  0.99999117   -0 38 55.6
 RZ0388;UTM  11      - 5,151,565.301   527,299.020   MT  0.99960916   +0 15 29.6
 RZ0388
 RZ0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ0388!SPC ID W     -   0.99996092  x   0.99999117  =   0.99995209
 RZ0388!UTM  11      -   0.99996092  x   0.99960916  =   0.99957010
 RZ0388
 RZ0388                          SUPERSEDED SURVEY CONTROL
 RZ0388
 RZ0388  NAD 83(1986)-  46 31 01.57621(N)    116 38 38.81568(W) AD(       ) 2
 RZ0388  NAD 27      -  46 31 01.96550(N)    116 38 35.27890(W) AD(       ) 2
 RZ0388  NGVD 29 (??/??/92)  266.149  (m)          873.19   (f) ADJ UNCH    2 0
 RZ0388
 RZ0388.Superseded values are not recommended for survey control.
 RZ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0388.See file dsdata.txt to determine how the superseded data were derived.
 RZ0388
 RZ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM2729951565(NAD 83)
 RZ0388_MARKER: DD = SURVEY DISK
 RZ0388_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0388_SP_SET: FLAT STONE
 RZ0388_STAMPING: H 363 1959
 RZ0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0388+STABILITY: POSITION/ELEVATION WELL
 RZ0388
 RZ0388  HISTORY     - Date     Condition        Report By
 RZ0388  HISTORY     - 1959     MONUMENTED       CGS
 RZ0388  HISTORY     - 1959     GOOD             DOD
 RZ0388  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0388  HISTORY     - 19880909 MARK NOT FOUND   USPSQD
 RZ0388
 RZ0388                          STATION DESCRIPTION
 RZ0388
 RZ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ0388'APPROXIMATELY 22.96 MILES EAST ALONG STATE HIGHWAYS 95 AND
 RZ0388'9 FROM THE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK
 RZ0388'OF THE CLEARWATER RIVER, ABOUT 55 FEET EAST FROM HIGHWAY
 RZ0388'MILEPOST 23, 25 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 RZ0388'9, 50 FEET DOWNSTREAM FROM A 36-INCH C.M.P. CULVERT ENCASED
 RZ0388'IN CONCRETE, 3 FEET WEST OF A 2- BY 2-INCH WHITE WOODEN
 RZ0388'POST.  A STANDARD CORPS OF ENGINEERS BRONZE MARKER CEMENTED
 RZ0388'IN THE TOP OF A LARGE FLAT STONE PROJECTING FROM THE HILLSIDE
 RZ0388'AND MARKED WITH WHITE PAINT.  STAMPED H 363 1959.
 RZ0388
 RZ0388                          STATION RECOVERY (1959)
 RZ0388
 RZ0388'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 RZ0388'22.95 MI E FROM LEWISTON.
 RZ0388'APPROXIMATELY 22.96 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0388'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0388'CLEARWATER RIVER, ABOUT 55 FEET EAST FROM HIGHWAY MILEPOST 23, 25 FEET
 RZ0388'SOUTH OF THE CENTERLINE OF HIGHWAY 9, 50 FEET DOWNSTREAM FROM A
 RZ0388'36-INCH C.M.P. CULVERT ENCASED IN CONCRETE, 3 FEET WEST OF A 2- BY
 RZ0388'2-INCH WHITE WOODEN WITNESS POST.  A STANDARD CORPS OF ENGINEERS
 RZ0388'BRONZE MARKER CEMENTED IN THE TOP OF A LARGE FLAT STONE PROJECTING
 RZ0388'FROM THE HILLSIDE AND MARKED WITH WHITE PAINT.
 RZ0388
 RZ0388                          STATION RECOVERY (1980)
 RZ0388
 RZ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0388'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
 RZ0388
 RZ0388                          STATION RECOVERY (1988)
 RZ0388
 RZ0388'RECOVERY NOTE BY US POWER SQUADRON 1988 (GLC)
 RZ0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0337 ***********************************************************************
 RY0337  DESIGNATION -  H 365
 RY0337  PID         -  RY0337
 RY0337  STATE/COUNTY-  ID/IDAHO
 RY0337  USGS QUAD   -  STILLMAN POINT (1995)
 RY0337
 RY0337                         *CURRENT SURVEY CONTROL
 RY0337  ___________________________________________________________________
 RY0337* NAD 83(1986)-  46 05 06.     (N)    115 29 41.     (W)     SCALED    
 RY0337* NAVD 88     -       476.467  (meters)    1563.21   (feet)  ADJUSTED  
 RY0337  ___________________________________________________________________
 RY0337  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RY0337  DYNAMIC HT  -         476.389 (meters)    1562.95  (feet)  COMP
 RY0337  MODELED GRAV-     980,438.7   (mgal)                       NAVD 88
 RY0337
 RY0337  VERT ORDER  -  SECOND    CLASS 0
 RY0337
 RY0337.The horizontal coordinates were scaled from a topographic map and have
 RY0337.an estimated accuracy of +/- 6 seconds.
 RY0337
 RY0337.The orthometric height was determined by differential leveling
 RY0337.and adjusted by the National Geodetic Survey in June 1991..
 RY0337
 RY0337.The geoid height was determined by GEOID03.
 RY0337
 RY0337.The dynamic height is computed by dividing the NAVD 88
 RY0337.geopotential number by the normal gravity value computed on the
 RY0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0337.degrees latitude (g = 980.6199 gals.).
 RY0337
 RY0337.The modeled gravity was interpolated from observed gravity values.
 RY0337
 RY0337;                    North         East    Units  Estimated Accuracy
 RY0337;SPC ID W     -   490,920.      819,740.      MT  (+/- 180 meters Scaled)
 RY0337
 RY0337                          SUPERSEDED SURVEY CONTROL
 RY0337
 RY0337  NGVD 29 (??/??/92)  475.347  (m)         1559.53   (f) ADJ UNCH    2 0
 RY0337
 RY0337.Superseded values are not recommended for survey control.
 RY0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0337.See file dsdata.txt to determine how the superseded data were derived.
 RY0337
 RY0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM163045(NAD 83)
 RY0337_MARKER: DB = BENCH MARK DISK
 RY0337_SETTING: 66 = SET IN ROCK OUTCROP
 RY0337_SP_SET: OUTCROP
 RY0337_STAMPING: H 365 1965
 RY0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0337+STABILITY: POSITION/ELEVATION WELL
 RY0337
 RY0337  HISTORY     - Date     Condition        Report By
 RY0337  HISTORY     - 1965     MONUMENTED       CGS
 RY0337
 RY0337                          STATION DESCRIPTION
 RY0337
 RY0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0337'8.05 MI SE FROM LOWELL.
 RY0337'8.05 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0337'U.S. HIGHWAY 12 AT LOWELL, AT THE CROSSING OF RACKCLIFF CREEK, IN THE
 RY0337'TOP OF AN OUTCROP ON THE WEST SIDE OF THE CREEK AND NEAR THE CREEK
 RY0337'BED, 54 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 RY0337'10 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0364 ***********************************************************************
 RY0364  DESIGNATION -  H 366
 RY0364  PID         -  RY0364
 RY0364  STATE/COUNTY-  ID/IDAHO
 RY0364  USGS QUAD   -  MINK PEAK (1995)
 RY0364
 RY0364                         *CURRENT SURVEY CONTROL
 RY0364  ___________________________________________________________________
 RY0364* NAD 83(1986)-  46 05 22.     (N)    115 07 13.     (W)     SCALED    
 RY0364* NAVD 88     -       578.322  (meters)    1897.38   (feet)  ADJUSTED  
 RY0364  ___________________________________________________________________
 RY0364  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 RY0364  DYNAMIC HT  -         578.098 (meters)    1896.64  (feet)  COMP
 RY0364  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 RY0364
 RY0364  VERT ORDER  -  SECOND    CLASS 0
 RY0364
 RY0364.The horizontal coordinates were scaled from a topographic map and have
 RY0364.an estimated accuracy of +/- 6 seconds.
 RY0364
 RY0364.The orthometric height was determined by differential leveling
 RY0364.and adjusted by the National Geodetic Survey in June 1991..
 RY0364
 RY0364.The geoid height was determined by GEOID03.
 RY0364
 RY0364.The dynamic height is computed by dividing the NAVD 88
 RY0364.geopotential number by the normal gravity value computed on the
 RY0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0364.degrees latitude (g = 980.6199 gals.).
 RY0364
 RY0364.The modeled gravity was interpolated from observed gravity values.
 RY0364
 RY0364;                    North         East    Units  Estimated Accuracy
 RY0364;SPC ID W     -   491,570.      848,700.      MT  (+/- 180 meters Scaled)
 RY0364
 RY0364                          SUPERSEDED SURVEY CONTROL
 RY0364
 RY0364  NGVD 29 (??/??/92)  577.049  (m)         1893.20   (f) ADJ UNCH    2 0
 RY0364
 RY0364.Superseded values are not recommended for survey control.
 RY0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0364.See file dsdata.txt to determine how the superseded data were derived.
 RY0364
 RY0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM453057(NAD 83)
 RY0364_MARKER: DB = BENCH MARK DISK
 RY0364_SETTING: 80 = SET IN A BOULDER
 RY0364_STAMPING: H 366 1965
 RY0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0364+STABILITY: SURFACE MOTION
 RY0364
 RY0364  HISTORY     - Date     Condition        Report By
 RY0364  HISTORY     - 1965     MONUMENTED       CGS
 RY0364
 RY0364                          STATION DESCRIPTION
 RY0364
 RY0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0364'29.1 MI E FROM LOWELL.
 RY0364'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0364'HIGHWAY 12 AT LOWELL, THENCE 9.5 MILES EAST ALONG THE SELWAY RIVER
 RY0364'TRAIL, 0.5 MILE WEST OF THE CROSSING OF PINCHOT CREEK, IN THE TOP OF A
 RY0364'5- BY 7-FOOT BOULDER, 24 FEET EAST OF THE CENTER LINE OF THE TRAIL,
 RY0364'AND ABOUT LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0191 ***********************************************************************
 RY0191  DESIGNATION -  H 367
 RY0191  PID         -  RY0191
 RY0191  STATE/COUNTY-  ID/IDAHO
 RY0191  USGS QUAD   -  FREEMAN PEAK (1995)
 RY0191
 RY0191                         *CURRENT SURVEY CONTROL
 RY0191  ___________________________________________________________________
 RY0191* NAD 83(1986)-  46 12 13.     (N)    114 50 11.     (W)     SCALED    
 RY0191* NAVD 88     -       774.034  (meters)    2539.48   (feet)  ADJUSTED  
 RY0191  ___________________________________________________________________
 RY0191  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 RY0191  DYNAMIC HT  -         773.675 (meters)    2538.30  (feet)  COMP
 RY0191  MODELED GRAV-     980,132.6   (mgal)                       NAVD 88
 RY0191
 RY0191  VERT ORDER  -  SECOND    CLASS 0
 RY0191
 RY0191.The horizontal coordinates were scaled from a topographic map and have
 RY0191.an estimated accuracy of +/- 6 seconds.
 RY0191
 RY0191.The orthometric height was determined by differential leveling
 RY0191.and adjusted by the National Geodetic Survey in June 1991..
 RY0191
 RY0191.The geoid height was determined by GEOID03.
 RY0191
 RY0191.The dynamic height is computed by dividing the NAVD 88
 RY0191.geopotential number by the normal gravity value computed on the
 RY0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0191.degrees latitude (g = 980.6199 gals.).
 RY0191
 RY0191.The modeled gravity was interpolated from observed gravity values.
 RY0191
 RY0191;                    North         East    Units  Estimated Accuracy
 RY0191;SPC ID W     -   504,480.      870,510.      MT  (+/- 180 meters Scaled)
 RY0191
 RY0191                          SUPERSEDED SURVEY CONTROL
 RY0191
 RY0191  NGVD 29 (??/??/92)  772.665  (m)         2534.99   (f) ADJ UNCH    2 0
 RY0191
 RY0191.Superseded values are not recommended for survey control.
 RY0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0191.See file dsdata.txt to determine how the superseded data were derived.
 RY0191
 RY0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM669189(NAD 83)
 RY0191_MARKER: DB = BENCH MARK DISK
 RY0191_SETTING: 80 = SET IN A BOULDER
 RY0191_STAMPING: H 367 1965
 RY0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0191+STABILITY: SURFACE MOTION
 RY0191
 RY0191  HISTORY     - Date     Condition        Report By
 RY0191  HISTORY     - 1965     MONUMENTED       CGS
 RY0191
 RY0191                          STATION DESCRIPTION
 RY0191
 RY0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0191'7.6 MI NE FROM MOOSE CREEK.
 RY0191'7.6 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0191'RANGER STATION AT MOOSE CREEK, ABOUT 0.1 MILE NORTHEAST OF DOUBLE
 RY0191'CREEK, IN THE TOP OF A 5- BY 6-FOOT BOULDER, 4 FEET SOUTH-SOUTHEAST OF
 RY0191'THE CENTER LINE OF THE TRAIL, 16 FEET EAST-NORTHEAST OF A DRY WASH,
 RY0191'AND ABOUT 3 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0216 ***********************************************************************
 RY0216  DESIGNATION -  H 368
 RY0216  PID         -  RY0216
 RY0216  STATE/COUNTY-  ID/IDAHO
 RY0216  USGS QUAD   -  JEANETTE MOUNTAIN (1994)
 RY0216
 RY0216                         *CURRENT SURVEY CONTROL
 RY0216  ___________________________________________________________________
 RY0216* NAD 83(1986)-  46 15 04.     (N)    114 33 23.     (W)     SCALED    
 RY0216* NAVD 88     -      1424.038  (meters)    4672.03   (feet)  ADJUSTED  
 RY0216  ___________________________________________________________________
 RY0216  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 RY0216  DYNAMIC HT  -        1423.364 (meters)    4669.82  (feet)  COMP
 RY0216  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 RY0216
 RY0216  VERT ORDER  -  SECOND    CLASS 0
 RY0216
 RY0216.The horizontal coordinates were scaled from a topographic map and have
 RY0216.an estimated accuracy of +/- 6 seconds.
 RY0216
 RY0216.The orthometric height was determined by differential leveling
 RY0216.and adjusted by the National Geodetic Survey in June 1991..
 RY0216
 RY0216.The geoid height was determined by GEOID03.
 RY0216
 RY0216.The dynamic height is computed by dividing the NAVD 88
 RY0216.geopotential number by the normal gravity value computed on the
 RY0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0216.degrees latitude (g = 980.6199 gals.).
 RY0216
 RY0216.The modeled gravity was interpolated from observed gravity values.
 RY0216
 RY0216;                    North         East    Units  Estimated Accuracy
 RY0216;SPC ID W     -   510,040.      892,040.      MT  (+/- 180 meters Scaled)
 RY0216
 RY0216                          SUPERSEDED SURVEY CONTROL
 RY0216
 RY0216  NGVD 29 (??/??/92) 1422.616  (m)         4667.37   (f) ADJ UNCH    2 0
 RY0216
 RY0216.Superseded values are not recommended for survey control.
 RY0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0216.See file dsdata.txt to determine how the superseded data were derived.
 RY0216
 RY0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM883248(NAD 83)
 RY0216_MARKER: DB = BENCH MARK DISK
 RY0216_SETTING: 80 = SET IN A BOULDER
 RY0216_STAMPING: H 368 1965
 RY0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0216+STABILITY: SURFACE MOTION
 RY0216
 RY0216  HISTORY     - Date     Condition        Report By
 RY0216  HISTORY     - 1965     MONUMENTED       CGS
 RY0216
 RY0216                          STATION DESCRIPTION
 RY0216
 RY0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0216'28.8 MI NE FROM MOOSE CREEK.
 RY0216'13.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0216'RANGER STATION AT MOOSE CREEK, THENCE 15.4 MILES NORTHEAST ALONG EAST
 RY0216'FORK MOOSE CREEK TRAIL, IN THE TOP OF A 5- BY 5-FOOT BOULDER, 13 FEET
 RY0216'NORTH-NORTHEAST OF THE CENTER LINE OF THE TRAIL, 67 FEET EAST OF THE
 RY0216'EAST CORNER OF A IDAHO FISH AND GAME SHELTER, AND ABOUT 4 FEET HIGHER
 RY0216'THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0372 ***********************************************************************
 OY0372  DESIGNATION -  H 37
 OY0372  PID         -  OY0372
 OY0372  STATE/COUNTY-  ID/BINGHAM
 OY0372  USGS QUAD   -  SCOVILLE (1973)
 OY0372
 OY0372                         *CURRENT SURVEY CONTROL
 OY0372  ___________________________________________________________________
 OY0372* NAD 83(1986)-  43 25 14.     (N)    112 53 54.     (W)     SCALED    
 OY0372* NAVD 88     -      1527.485  (meters)    5011.42   (feet)  ADJUSTED  
 OY0372  ___________________________________________________________________
 OY0372  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 OY0372  DYNAMIC HT  -        1526.675 (meters)    5008.77  (feet)  COMP
 OY0372  MODELED GRAV-     980,034.8   (mgal)                       NAVD 88
 OY0372
 OY0372  VERT ORDER  -  FIRST     CLASS II
 OY0372
 OY0372.The horizontal coordinates were scaled from a topographic map and have
 OY0372.an estimated accuracy of +/- 6 seconds.
 OY0372
 OY0372.The orthometric height was determined by differential leveling
 OY0372.and adjusted by the National Geodetic Survey in December 1992..
 OY0372
 OY0372.The geoid height was determined by GEOID03.
 OY0372
 OY0372.The dynamic height is computed by dividing the NAVD 88
 OY0372.geopotential number by the normal gravity value computed on the
 OY0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0372.degrees latitude (g = 980.6199 gals.).
 OY0372
 OY0372.The modeled gravity was interpolated from observed gravity values.
 OY0372
 OY0372;                    North         East    Units  Estimated Accuracy
 OY0372;SPC ID E     -   195,080.      140,750.      MT  (+/- 180 meters Scaled)
 OY0372
 OY0372                          SUPERSEDED SURVEY CONTROL
 OY0372
 OY0372  NAVD 88 (06/15/91) 1527.487  (m)         5011.43   (f) UNKNOWN     1 2
 OY0372  NGVD 29 (08/20/92) 1526.444  (m)         5008.01   (f) ADJUSTED    1 2
 OY0372
 OY0372.Superseded values are not recommended for survey control.
 OY0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0372.See file dsdata.txt to determine how the superseded data were derived.
 OY0372
 OY0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP463092(NAD 83)
 OY0372_MARKER: DB = BENCH MARK DISK
 OY0372_SETTING: 66 = SET IN ROCK OUTCROP
 OY0372_SP_SET: BEDROCK
 OY0372_STAMPING: H 37 1934
 OY0372_MARK LOGO: CGS   
 OY0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0372+STABILITY: POSITION/ELEVATION WELL
 OY0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0372+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0372
 OY0372  HISTORY     - Date     Condition        Report By
 OY0372  HISTORY     - 1934     MONUMENTED       CGS
 OY0372  HISTORY     - 1948     GOOD             NGS
 OY0372  HISTORY     - 19920619 GOOD             NGS
 OY0372
 OY0372                          STATION DESCRIPTION
 OY0372
 OY0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0372'26.4 MI SE FROM ARCO.
 OY0372'IN BINGHAM COUNTY, 26.4 MILES SOUTHEAST ALONG THE OREGON SHORT LINE
 OY0372'RAILROAD FROM THE STATION AT ARCO, BUTTE COUNTY, 0.25 MILE WEST OF
 OY0372'MILEPOST 33, 378 FEET WEST OF THE CENTERLINE OF CULVERT 33.10 UNDER
 OY0372'THE TRACK, AT THE EAST END OF A CUT THROUGH LAVA ROCK, 18 FEET SOUTH
 OY0372'OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A LAVA OUTCROP.  A
 OY0372'STANDARD DISK, STAMPED H 37 1934.  NOTE-- ALONG THE UNION PACIFIC RR,
 OY0372'MACKEY BRANCH.
 OY0372
 OY0372                          STATION RECOVERY (1992)
 OY0372
 OY0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0372'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0372'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 37.3 KM (23.15 MI)
 OY0372'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, NEAR THE NORTHEAST
 OY0372'END OF A 20 BY 100-FOOT AREA OF OUTCROPPING BEDROCK AT A RAILROAD
 OY0372'CUT, 5.9 M (19.4 FT) SOUTHWEST OF THE NEAR RAIL, AND 1.0 M (3.3 FT)
 OY0372'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0191 ***********************************************************************
 PZ0191  DESIGNATION -  H 370
 PZ0191  PID         -  PZ0191
 PZ0191  STATE/COUNTY-  ID/CLARK
 PZ0191  USGS QUAD   -  GARDNER LAKE (1972)
 PZ0191
 PZ0191                         *CURRENT SURVEY CONTROL
 PZ0191  ___________________________________________________________________
 PZ0191* NAD 83(1986)-  44 21 06.     (N)    112 03 33.     (W)     SCALED    
 PZ0191* NAVD 88     -      1846.790  (meters)    6059.01   (feet)  POSTED    
 PZ0191  ___________________________________________________________________
 PZ0191  GEOID HEIGHT-         -10.11  (meters)                     GEOID03
 PZ0191  DYNAMIC HT  -        1845.800 (meters)    6055.76  (feet)  COMP
 PZ0191  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 PZ0191
 PZ0191  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PZ0191
 PZ0191.The horizontal coordinates were scaled from a topographic map and have
 PZ0191.an estimated accuracy of +/- 6 seconds.
 PZ0191
 PZ0191.The orthometric height was determined by differential leveling
 PZ0191.and adjusted by the National Geodetic Survey in 1992..
 PZ0191.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PZ0191.rate of 0.0 thru 1.0 mm/km.
 PZ0191
 PZ0191.The geoid height was determined by GEOID03.
 PZ0191
 PZ0191.The dynamic height is computed by dividing the NAVD 88
 PZ0191.geopotential number by the normal gravity value computed on the
 PZ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0191.degrees latitude (g = 980.6199 gals.).
 PZ0191
 PZ0191.The modeled gravity was interpolated from observed gravity values.
 PZ0191
 PZ0191;                    North         East    Units  Estimated Accuracy
 PZ0191;SPC ID E     -   298,270.      208,570.      MT  (+/- 180 meters Scaled)
 PZ0191
 PZ0191                          SUPERSEDED SURVEY CONTROL
 PZ0191
 PZ0191  NGVD 29 (??/??/92) 1845.560  (m)         6054.97   (f) ADJ UNCH    1 2
 PZ0191
 PZ0191.Superseded values are not recommended for survey control.
 PZ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0191.See file dsdata.txt to determine how the superseded data were derived.
 PZ0191
 PZ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ155114(NAD 83)
 PZ0191_MARKER: DB = BENCH MARK DISK
 PZ0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0191_SP_SET: CULVERT
 PZ0191_STAMPING: H 370 1965
 PZ0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0191
 PZ0191  HISTORY     - Date     Condition        Report By
 PZ0191  HISTORY     - 1965     MONUMENTED       CGS
 PZ0191  HISTORY     - 1967     GOOD             NGS
 PZ0191
 PZ0191                          STATION DESCRIPTION
 PZ0191
 PZ0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0191'6.5 MI E FROM SPENCER.
 PZ0191'0.15 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0191'THENCE 6.35 MILES EAST ALONG KILGORE ROAD, 0.05 MILE WEST OF THE
 PZ0191'JUNCTION OF A ROAD NORTH TO A CORRAL, IN THE TOP AND 2.7 FEET EAST OF
 PZ0191'THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 40-INCH PIPE CULVERT
 PZ0191'OVER CORRAL CREEK, 12 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PZ0191'AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0571 ***********************************************************************
 PY0571  DESIGNATION -  H 371
 PY0571  PID         -  PY0571
 PY0571  STATE/COUNTY-  ID/CLARK
 PY0571  USGS QUAD   -  ANTELOPE VALLEY (1972)
 PY0571
 PY0571                         *CURRENT SURVEY CONTROL
 PY0571  ___________________________________________________________________
 PY0571* NAD 83(1986)-  44 26 53.     (N)    111 45 19.     (W)     SCALED    
 PY0571* NAVD 88     -      1973.161  (meters)    6473.61   (feet)  POSTED    
 PY0571  ___________________________________________________________________
 PY0571  GEOID HEIGHT-          -9.49  (meters)                     GEOID03
 PY0571  DYNAMIC HT  -        1972.080 (meters)    6470.07  (feet)  COMP
 PY0571  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 PY0571
 PY0571  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0571
 PY0571.The horizontal coordinates were scaled from a topographic map and have
 PY0571.an estimated accuracy of +/- 6 seconds.
 PY0571
 PY0571.The orthometric height was determined by differential leveling
 PY0571.and adjusted by the National Geodetic Survey in 1992..
 PY0571.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0571.rate of 0.0 thru 1.0 mm/km.
 PY0571
 PY0571.The geoid height was determined by GEOID03.
 PY0571
 PY0571.The dynamic height is computed by dividing the NAVD 88
 PY0571.geopotential number by the normal gravity value computed on the
 PY0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0571.degrees latitude (g = 980.6199 gals.).
 PY0571
 PY0571.The modeled gravity was interpolated from observed gravity values.
 PY0571
 PY0571;                    North         East    Units  Estimated Accuracy
 PY0571;SPC ID E     -   309,060.      232,750.      MT  (+/- 180 meters Scaled)
 PY0571
 PY0571                          SUPERSEDED SURVEY CONTROL
 PY0571
 PY0571  NGVD 29 (??/??/92) 1971.904  (m)         6469.49   (f) ADJ UNCH    1 2
 PY0571
 PY0571.Superseded values are not recommended for survey control.
 PY0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0571.See file dsdata.txt to determine how the superseded data were derived.
 PY0571
 PY0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ399219(NAD 83)
 PY0571_MARKER: DB = BENCH MARK DISK
 PY0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0571_STAMPING: H 371 1965
 PY0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0571+STABILITY: SURFACE MOTION
 PY0571
 PY0571  HISTORY     - Date     Condition        Report By
 PY0571  HISTORY     - 1965     MONUMENTED       CGS
 PY0571  HISTORY     - 1967     GOOD             NGS
 PY0571
 PY0571                          STATION DESCRIPTION
 PY0571
 PY0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0571'10.1 MI E FROM KILGORE.
 PY0571'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0571'7.3 MILES EAST ALONG A COUNTY ROAD, THENCE 2.0 MILES NORTH ALONG A
 PY0571'DIRT ROAD, 0.8 MILE SOUTH OF BENCH MARK G 371, AT A SMALL CORRAL AND
 PY0571'STOCK CHUTE, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 18 FEET
 PY0571'SOUTHWEST OF THE SOUTHWEST SIDE OF THE CHUTE, 3.1 FEET NORTHWEST OF A
 PY0571'FENCE, 3.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 PY0571'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 PY0571'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0555 ***********************************************************************
 PY0555  DESIGNATION -  H 372
 PY0555  PID         -  PY0555
 PY0555  STATE/COUNTY-  ID/FREMONT
 PY0555  USGS QUAD   -  BIG GRASSY RIDGE SE (1972)
 PY0555
 PY0555                         *CURRENT SURVEY CONTROL
 PY0555  ___________________________________________________________________
 PY0555* NAD 83(1986)-  44 00 05.     (N)    111 46 42.     (W)     SCALED    
 PY0555* NAVD 88     -      1520.133  (meters)    4987.30   (feet)  POSTED    
 PY0555  ___________________________________________________________________
 PY0555  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 PY0555  DYNAMIC HT  -        1519.390 (meters)    4984.87  (feet)  COMP
 PY0555  MODELED GRAV-     980,074.9   (mgal)                       NAVD 88
 PY0555
 PY0555  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0555
 PY0555.The horizontal coordinates were scaled from a topographic map and have
 PY0555.an estimated accuracy of +/- 6 seconds.
 PY0555
 PY0555.The orthometric height was determined by differential leveling
 PY0555.and adjusted by the National Geodetic Survey in 1992..
 PY0555.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0555.rate of 0.0 thru 1.0 mm/km.
 PY0555
 PY0555.The geoid height was determined by GEOID03.
 PY0555
 PY0555.The dynamic height is computed by dividing the NAVD 88
 PY0555.geopotential number by the normal gravity value computed on the
 PY0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0555.degrees latitude (g = 980.6199 gals.).
 PY0555
 PY0555.The modeled gravity was interpolated from observed gravity values.
 PY0555
 PY0555;                    North         East    Units  Estimated Accuracy
 PY0555;SPC ID E     -   259,420.      231,140.      MT  (+/- 180 meters Scaled)
 PY0555
 PY0555                          SUPERSEDED SURVEY CONTROL
 PY0555
 PY0555  NGVD 29 (??/??/92) 1519.083  (m)         4983.86   (f) ADJ UNCH    1 2
 PY0555
 PY0555.Superseded values are not recommended for survey control.
 PY0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0555.See file dsdata.txt to determine how the superseded data were derived.
 PY0555
 PY0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP375723(NAD 83)
 PY0555_MARKER: DB = BENCH MARK DISK
 PY0555_SETTING: 66 = SET IN ROCK OUTCROP
 PY0555_SP_SET: LAVA OUTCROP
 PY0555_STAMPING: H 372 1967
 PY0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0555+STABILITY: POSITION/ELEVATION WELL
 PY0555
 PY0555  HISTORY     - Date     Condition        Report By
 PY0555  HISTORY     - 1967     MONUMENTED       CGS
 PY0555
 PY0555                          STATION DESCRIPTION
 PY0555
 PY0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0555'4.4 MI N FROM PARKER.
 PY0555'0.1 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT PARKER, THENCE
 PY0555'1.0 MILE WEST ALONG A COUNTY ROAD, THENCE 3.3 MILES NORTH ALONG A
 PY0555'COUNTY ROAD, AT THE SUMMIT OF A HILL, IN THE TOP OF A LARGE FLAT LAVA
 PY0555'OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND, 38 1/2 FEET WEST OF THE
 PY0555'CENTER LINE OF THE ROAD, 12 FEET NORTHEAST OF A POWER POLE WITH A GUY
 PY0555'WIRE, 9.0 FEET NORTHWEST OF A GUY WIRE ANCHOR, 11.9 FEET NORTHEAST OF
 PY0555'A WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0531 ***********************************************************************
 PY0531  DESIGNATION -  H 373
 PY0531  PID         -  PY0531
 PY0531  STATE/COUNTY-  ID/CLARK
 PY0531  USGS QUAD   -  IDMON (1972)
 PY0531
 PY0531                         *CURRENT SURVEY CONTROL
 PY0531  ___________________________________________________________________
 PY0531* NAD 83(1986)-  44 16 38.     (N)    111 53 13.     (W)     SCALED    
 PY0531* NAVD 88     -      1918.407  (meters)    6293.97   (feet)  POSTED    
 PY0531  ___________________________________________________________________
 PY0531  GEOID HEIGHT-         -10.20  (meters)                     GEOID03
 PY0531  DYNAMIC HT  -        1917.350 (meters)    6290.51  (feet)  COMP
 PY0531  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 PY0531
 PY0531  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0531
 PY0531.The horizontal coordinates were scaled from a topographic map and have
 PY0531.an estimated accuracy of +/- 6 seconds.
 PY0531
 PY0531.The orthometric height was determined by differential leveling
 PY0531.and adjusted by the National Geodetic Survey in 1992..
 PY0531.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0531.rate of 0.0 thru 1.0 mm/km.
 PY0531
 PY0531.The geoid height was determined by GEOID03.
 PY0531
 PY0531.The dynamic height is computed by dividing the NAVD 88
 PY0531.geopotential number by the normal gravity value computed on the
 PY0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0531.degrees latitude (g = 980.6199 gals.).
 PY0531
 PY0531.The modeled gravity was interpolated from observed gravity values.
 PY0531
 PY0531;                    North         East    Units  Estimated Accuracy
 PY0531;SPC ID E     -   290,040.      222,330.      MT  (+/- 180 meters Scaled)
 PY0531
 PY0531                          SUPERSEDED SURVEY CONTROL
 PY0531
 PY0531  NGVD 29 (??/??/92) 1917.182  (m)         6289.95   (f) ADJ UNCH    1 2
 PY0531
 PY0531.Superseded values are not recommended for survey control.
 PY0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0531.See file dsdata.txt to determine how the superseded data were derived.
 PY0531
 PY0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ292030(NAD 83)
 PY0531_MARKER: DB = BENCH MARK DISK
 PY0531_SETTING: 66 = SET IN ROCK OUTCROP
 PY0531_SP_SET: LAVA OUTCROP
 PY0531_STAMPING: H 373 1967
 PY0531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0531+STABILITY: POSITION/ELEVATION WELL
 PY0531
 PY0531  HISTORY     - Date     Condition        Report By
 PY0531  HISTORY     - 1967     MONUMENTED       CGS
 PY0531
 PY0531                          STATION DESCRIPTION
 PY0531
 PY0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0531'10.2 MI S FROM KILGORE.
 PY0531'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0531'9.4 MILES SOUTH ALONG THE ROAD TO ST ANTHONY, 0.2 MILE NORTH OF A
 PY0531'STEEL CATTLEGUARD, IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 1
 PY0531'FOOT ABOVE THE GROUND, 108 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PY0531'5.2 FEET SOUTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0556 ***********************************************************************
 PY0556  DESIGNATION -  H 374
 PY0556  PID         -  PY0556
 PY0556  STATE/COUNTY-  ID/CLARK
 PY0556  USGS QUAD   -  IDMON (1972)
 PY0556
 PY0556                         *CURRENT SURVEY CONTROL
 PY0556  ___________________________________________________________________
 PY0556* NAD 83(1986)-  44 20 51.     (N)    111 59 24.     (W)     SCALED    
 PY0556* NAVD 88     -      1913.588  (meters)    6278.16   (feet)  POSTED    
 PY0556  ___________________________________________________________________
 PY0556  GEOID HEIGHT-         -10.08  (meters)                     GEOID03
 PY0556  DYNAMIC HT  -        1912.540 (meters)    6274.73  (feet)  COMP
 PY0556  MODELED GRAV-     980,001.2   (mgal)                       NAVD 88
 PY0556
 PY0556  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0556
 PY0556.The horizontal coordinates were scaled from a topographic map and have
 PY0556.an estimated accuracy of +/- 6 seconds.
 PY0556
 PY0556.The orthometric height was determined by differential leveling
 PY0556.and adjusted by the National Geodetic Survey in 1992..
 PY0556.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0556.rate of 0.0 thru 1.0 mm/km.
 PY0556
 PY0556.The geoid height was determined by GEOID03.
 PY0556
 PY0556.The dynamic height is computed by dividing the NAVD 88
 PY0556.geopotential number by the normal gravity value computed on the
 PY0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0556.degrees latitude (g = 980.6199 gals.).
 PY0556
 PY0556.The modeled gravity was interpolated from observed gravity values.
 PY0556
 PY0556;                    North         East    Units  Estimated Accuracy
 PY0556;SPC ID E     -   297,820.      214,090.      MT  (+/- 180 meters Scaled)
 PY0556
 PY0556                          SUPERSEDED SURVEY CONTROL
 PY0556
 PY0556  NGVD 29 (??/??/92) 1912.341  (m)         6274.07   (f) ADJ UNCH    1 2
 PY0556
 PY0556.Superseded values are not recommended for survey control.
 PY0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0556.See file dsdata.txt to determine how the superseded data were derived.
 PY0556
 PY0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ210109(NAD 83)
 PY0556_MARKER: DB = BENCH MARK DISK
 PY0556_SETTING: 66 = SET IN ROCK OUTCROP
 PY0556_SP_SET: OUTCROP
 PY0556_STAMPING: H 374 1967
 PY0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0556+STABILITY: POSITION/ELEVATION WELL
 PY0556
 PY0556  HISTORY     - Date     Condition        Report By
 PY0556  HISTORY     - 1967     MONUMENTED       CGS
 PY0556
 PY0556                          STATION DESCRIPTION
 PY0556
 PY0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0556'7.75 MI SW FROM KILGORE.
 PY0556'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0556'2.9 MILES WEST AND SOUTH ALONG A COUNTY ROAD, THENCE 4.05 MILES WEST
 PY0556'ALONG THE ROAD TO SPENCER, 0.3 MILE EAST OF THE CROSSING OF A
 PY0556'TELEPHONE LINE, 0.05 MILE EAST OF AN ANGLE IN THE FENCE LINE, AT A
 PY0556'SMALL SUMMIT, IN THE TOP OF A FLAT OUTCROP WHICH PROJECTS ABOUT 0.2
 PY0556'FOOT ABOVE THE GROUND, 110 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 PY0556'1.0 FOOT SOUTH OF A FENCE, 14.6 FEET EAST OF A WITNESS POST, AND ABOUT
 PY0556'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0050 ***********************************************************************
 NU0050  DESIGNATION -  H 375
 NU0050  PID         -  NU0050
 NU0050  STATE/COUNTY-  ID/BANNOCK
 NU0050  USGS QUAD   -  ARIMO (1968)
 NU0050
 NU0050                         *CURRENT SURVEY CONTROL
 NU0050  ___________________________________________________________________
 NU0050* NAD 83(1986)-  42 33 47.     (N)    112 10 17.     (W)     SCALED    
 NU0050* NAVD 88     -      1444.712  (meters)    4739.86   (feet)  ADJUSTED  
 NU0050  ___________________________________________________________________
 NU0050  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 NU0050  DYNAMIC HT  -        1443.794 (meters)    4736.85  (feet)  COMP
 NU0050  MODELED GRAV-     979,935.5   (mgal)                       NAVD 88
 NU0050
 NU0050  VERT ORDER  -  FIRST     CLASS I
 NU0050
 NU0050.The horizontal coordinates were scaled from a topographic map and have
 NU0050.an estimated accuracy of +/- 6 seconds.
 NU0050
 NU0050.The orthometric height was determined by differential leveling
 NU0050.and adjusted by the National Geodetic Survey in June 1991..
 NU0050
 NU0050.The geoid height was determined by GEOID03.
 NU0050
 NU0050.The dynamic height is computed by dividing the NAVD 88
 NU0050.geopotential number by the normal gravity value computed on the
 NU0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0050.degrees latitude (g = 980.6199 gals.).
 NU0050
 NU0050.The modeled gravity was interpolated from observed gravity values.
 NU0050
 NU0050;                    North         East    Units  Estimated Accuracy
 NU0050;SPC ID E     -    99,560.      199,610.      MT  (+/- 180 meters Scaled)
 NU0050
 NU0050                          SUPERSEDED SURVEY CONTROL
 NU0050
 NU0050  NGVD 29 (??/??/92) 1443.638  (m)         4736.34   (f) ADJ UNCH    1 1
 NU0050
 NU0050.Superseded values are not recommended for survey control.
 NU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0050.See file dsdata.txt to determine how the superseded data were derived.
 NU0050
 NU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN038129(NAD 83)
 NU0050_MARKER: DB = BENCH MARK DISK
 NU0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0050_SP_SET: CULVERT
 NU0050_STAMPING: H 375 1967
 NU0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0050
 NU0050  HISTORY     - Date     Condition        Report By
 NU0050  HISTORY     - 1967     MONUMENTED       CGS
 NU0050
 NU0050                          STATION DESCRIPTION
 NU0050
 NU0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0050'0.1 MI N FROM ARIMO.
 NU0050'0.1 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0050'ARIMO.  7 POLES SOUTH OF MILEPOLE 105, 2 POLES NORTH OF MILEPOLE
 NU0050'104.75, AT THE CROSSING OF A GRAVELED ROAD, IN THE TOP AND 0.4 FOOT
 NU0050'SOUTH OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF CULVERT
 NU0050'104.81, 11.2 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 26 1/2 FEET
 NU0050'NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE
 NU0050'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0282 ***********************************************************************
 NU0282  DESIGNATION -  H 376
 NU0282  PID         -  NU0282
 NU0282  STATE/COUNTY-  ID/BANNOCK
 NU0282  USGS QUAD   -  OXFORD (1968)
 NU0282
 NU0282                         *CURRENT SURVEY CONTROL
 NU0282  ___________________________________________________________________
 NU0282* NAD 83(1986)-  42 17 07.     (N)    112 00 47.     (W)     SCALED    
 NU0282* NAVD 88     -      1490.690  (meters)    4890.71   (feet)  ADJUSTED  
 NU0282  ___________________________________________________________________
 NU0282  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 NU0282  DYNAMIC HT  -        1489.699 (meters)    4887.45  (feet)  COMP
 NU0282  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 NU0282  OBS GRAVITY -     979,904.7   (mgal)                       GRAV_OBS
 NU0282
 NU0282  VERT ORDER  -  FIRST     CLASS I
 NU0282
 NU0282.The horizontal coordinates were scaled from a topographic map and have
 NU0282.an estimated accuracy of +/- 6 seconds.
 NU0282
 NU0282.The orthometric height was determined by differential leveling
 NU0282.and adjusted by the National Geodetic Survey in June 1991..
 NU0282
 NU0282.The geoid height was determined by GEOID03.
 NU0282
 NU0282.The dynamic height is computed by dividing the NAVD 88
 NU0282.geopotential number by the normal gravity value computed on the
 NU0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0282.degrees latitude (g = 980.6199 gals.).
 NU0282
 NU0282.The modeled gravity was interpolated from observed gravity values.
 NU0282.The observed gravity was obtained from relative gravimeter ties
 NU0282.to the IGSN71 gravity network.
 NU0282
 NU0282;                    North         East    Units  Estimated Accuracy
 NU0282;SPC ID E     -    68,720.      212,670.      MT  (+/- 180 meters Scaled)
 NU0282
 NU0282                          SUPERSEDED SURVEY CONTROL
 NU0282
 NU0282  NGVD 29 (??/??/92) 1489.627  (m)         4887.22   (f) ADJ UNCH    1 1
 NU0282
 NU0282.Superseded values are not recommended for survey control.
 NU0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0282.See file dsdata.txt to determine how the superseded data were derived.
 NU0282
 NU0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM164819(NAD 83)
 NU0282_MARKER: DB = BENCH MARK DISK
 NU0282_SETTING: 66 = SET IN ROCK OUTCROP
 NU0282_SP_SET: OUTCROP
 NU0282_STAMPING: H 376 1967
 NU0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0282+STABILITY: POSITION/ELEVATION WELL
 NU0282
 NU0282  HISTORY     - Date     Condition        Report By
 NU0282  HISTORY     - 1967     MONUMENTED       CGS
 NU0282
 NU0282                          STATION DESCRIPTION
 NU0282
 NU0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0282'2.4 MI S FROM SWAN LAKE.
 NU0282'0.6 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 NU0282'HIGHWAY 91 AT SWAN LAKE, THENCE 1.8 MILES SOUTH ALONG A COUNTY ROAD,
 NU0282'AT BANNOCK-FRANKLIN COUNTY LINE, IN THE TOP OF AN OUTCROP WHICH
 NU0282'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 51 FEET EAST OF THE CENTER
 NU0282'LINE OF THE ROAD, 52 FEET SOUTH OF A POINT IN LINE WITH THE COUNTY
 NU0282'LINES, 91 1/2 FEET SOUTH OF A POWER POLE, 11.8 FEET EAST-NORTHEAST OF
 NU0282'A WITNESS POST, 11.2 FEET EAST OF A FENCE, AND ABOUT 1 FOOT LOWER THAN
 NU0282'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0413 ***********************************************************************
 NT0413  DESIGNATION -  H 377
 NT0413  PID         -  NT0413
 NT0413  STATE/COUNTY-  ID/FRANKLIN
 NT0413  USGS QUAD   -  WESTON (1969)
 NT0413
 NT0413                         *CURRENT SURVEY CONTROL
 NT0413  ___________________________________________________________________
 NT0413* NAD 83(1986)-  42 02 13.     (N)    111 57 50.     (W)     SCALED    
 NT0413* NAVD 88     -      1404.811  (meters)    4608.95   (feet)  ADJUSTED  
 NT0413  ___________________________________________________________________
 NT0413  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 NT0413  DYNAMIC HT  -        1403.845 (meters)    4605.78  (feet)  COMP
 NT0413  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 NT0413
 NT0413  VERT ORDER  -  FIRST     CLASS I
 NT0413
 NT0413.The horizontal coordinates were scaled from a topographic map and have
 NT0413.an estimated accuracy of +/- 6 seconds.
 NT0413
 NT0413.The orthometric height was determined by differential leveling
 NT0413.and adjusted by the National Geodetic Survey in June 1991..
 NT0413
 NT0413.The geoid height was determined by GEOID03.
 NT0413
 NT0413.The dynamic height is computed by dividing the NAVD 88
 NT0413.geopotential number by the normal gravity value computed on the
 NT0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0413.degrees latitude (g = 980.6199 gals.).
 NT0413
 NT0413.The modeled gravity was interpolated from observed gravity values.
 NT0413
 NT0413;                    North         East    Units  Estimated Accuracy
 NT0413;SPC ID E     -    41,150.      216,790.      MT  (+/- 180 meters Scaled)
 NT0413
 NT0413                          SUPERSEDED SURVEY CONTROL
 NT0413
 NT0413  NGVD 29 (??/??/92) 1403.757  (m)         4605.49   (f) ADJ UNCH    1 1
 NT0413
 NT0413.Superseded values are not recommended for survey control.
 NT0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0413.See file dsdata.txt to determine how the superseded data were derived.
 NT0413
 NT0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM202543(NAD 83)
 NT0413_MARKER: DB = BENCH MARK DISK
 NT0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0413_STAMPING: H 377 1967
 NT0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0413+STABILITY: SURFACE MOTION
 NT0413
 NT0413  HISTORY     - Date     Condition        Report By
 NT0413  HISTORY     - 1967     MONUMENTED       CGS
 NT0413
 NT0413                          STATION DESCRIPTION
 NT0413
 NT0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NT0413'0.75 MI E FROM WESTON.
 NT0413'0.75 MILE EAST ALONG A COUNTY ROAD FROM THE LATTER-DAY SAINTS CHURCH
 NT0413'AT WESTON, AT A CURVE, ALONG THE UNION PACIFIC RAILROAD, 3-3/4 POLES
 NT0413'NORTH OF MILEPOLE 65, 103 FEET NORTHEAST OF THE CENTER LINE OF THE
 NT0413'ROAD, 128.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 107.5 FEET
 NT0413'SOUTHEAST AND ACROSS TWO SPUR TRACKS FROM THE SOUTHEAST CORNER OF A
 NT0413'SMALL WOODEN RAILROAD BUILDING SUPPORTING A SIDING SIGN, 24 FEET SOUTH
 NT0413'OF THE CENTER LINE OF A GRAVELED ROAD, 1 1/2 FEET SOUTHEAST OF A POWER
 NT0413'POLE WITH TWO GUY WIRES AND BEARING A TRANSFORMER, 1.3 FEET NORTHWEST
 NT0413'OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK ON THE TOP OF A
 NT0413'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 11
 NT0413'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 NT0413'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0453 ***********************************************************************
 QA0453  DESIGNATION -  H 38
 QA0453  PID         -  QA0453
 QA0453  STATE/COUNTY-  ID/BOISE
 QA0453  USGS QUAD   -  PINE FLAT (1972)
 QA0453
 QA0453                         *CURRENT SURVEY CONTROL
 QA0453  ___________________________________________________________________
 QA0453* NAD 83(1986)-  44 04 12.     (N)    115 43 45.     (W)     SCALED    
 QA0453* NAVD 88     -      1092.418  (meters)    3584.04   (feet)  ADJUSTED  
 QA0453  ___________________________________________________________________
 QA0453  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 QA0453  DYNAMIC HT  -        1091.876 (meters)    3582.26  (feet)  COMP
 QA0453  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 QA0453
 QA0453  VERT ORDER  -  SECOND    CLASS 0
 QA0453
 QA0453.The horizontal coordinates were scaled from a topographic map and have
 QA0453.an estimated accuracy of +/- 6 seconds.
 QA0453
 QA0453.The orthometric height was determined by differential leveling
 QA0453.and adjusted by the National Geodetic Survey in June 1991..
 QA0453
 QA0453.The geoid height was determined by GEOID03.
 QA0453
 QA0453.The dynamic height is computed by dividing the NAVD 88
 QA0453.geopotential number by the normal gravity value computed on the
 QA0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0453.degrees latitude (g = 980.6199 gals.).
 QA0453
 QA0453.The modeled gravity was interpolated from observed gravity values.
 QA0453
 QA0453;                    North         East    Units  Estimated Accuracy
 QA0453;SPC ID W     -   266,970.      801,670.      MT  (+/- 180 meters Scaled)
 QA0453
 QA0453                          SUPERSEDED SURVEY CONTROL
 QA0453
 QA0453  NGVD 29 (??/??/92) 1091.243  (m)         3580.19   (f) ADJ UNCH    2 0
 QA0453
 QA0453.Superseded values are not recommended for survey control.
 QA0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0453.See file dsdata.txt to determine how the superseded data were derived.
 QA0453
 QA0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ017804(NAD 83)
 QA0453_MARKER: DD = SURVEY DISK
 QA0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0453_STAMPING: H 38 1933
 QA0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0453+STABILITY: SURFACE MOTION
 QA0453
 QA0453  HISTORY     - Date     Condition        Report By
 QA0453  HISTORY     - 1933     MONUMENTED       USGS
 QA0453  HISTORY     - 1969     MARK NOT FOUND   USGS
 QA0453
 QA0453                          STATION DESCRIPTION
 QA0453
 QA0453'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0453'8.8 MI W FROM LOWMAN.
 QA0453'8.8 MILES WEST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT LOWMAN,
 QA0453'BOISE COUNTY, AT LONG GULCH, 35 FEET NORTHEAST OF THE MIDDLE OF A
 QA0453'CURVE, AND 25 FEET NORTHEAST OF THE CROSSING OVER A CREEK.  A U. S.
 QA0453'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 38 1933 AND SET IN THE TOP
 QA0453'OF A CONCRETE POST.
 QA0453
 QA0453                          STATION RECOVERY (1969)
 QA0453
 QA0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QA0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0217 ***********************************************************************
 PZ0217  DESIGNATION -  H 38
 PZ0217  PID         -  PZ0217
 PZ0217  STATE/COUNTY-  ID/CLARK
 PZ0217  USGS QUAD   -  SCOTT BUTTE (1969)
 PZ0217
 PZ0217                         *CURRENT SURVEY CONTROL
 PZ0217  ___________________________________________________________________
 PZ0217* NAD 83(1986)-  44 04 49.     (N)    112 50 59.     (W)     SCALED    
 PZ0217* NAVD 88     -      1744.751  (meters)    5724.24   (feet)  ADJUSTED  
 PZ0217  ___________________________________________________________________
 PZ0217  GEOID HEIGHT-         -10.84  (meters)                     GEOID03
 PZ0217  DYNAMIC HT  -        1743.795 (meters)    5721.10  (feet)  COMP
 PZ0217  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 PZ0217
 PZ0217  VERT ORDER  -  SECOND    CLASS 0
 PZ0217
 PZ0217.The horizontal coordinates were scaled from a topographic map and have
 PZ0217.an estimated accuracy of +/- 6 seconds.
 PZ0217
 PZ0217.The orthometric height was determined by differential leveling
 PZ0217.and adjusted by the National Geodetic Survey in June 1991..
 PZ0217
 PZ0217.The geoid height was determined by GEOID03.
 PZ0217
 PZ0217.The dynamic height is computed by dividing the NAVD 88
 PZ0217.geopotential number by the normal gravity value computed on the
 PZ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0217.degrees latitude (g = 980.6199 gals.).
 PZ0217
 PZ0217.The modeled gravity was interpolated from observed gravity values.
 PZ0217
 PZ0217;                    North         East    Units  Estimated Accuracy
 PZ0217;SPC ID E     -   268,340.      145,290.      MT  (+/- 180 meters Scaled)
 PZ0217
 PZ0217                          SUPERSEDED SURVEY CONTROL
 PZ0217
 PZ0217  NGVD 29 (??/??/92) 1743.533  (m)         5720.24   (f) ADJ UNCH    2 0
 PZ0217
 PZ0217.Superseded values are not recommended for survey control.
 PZ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0217.See file dsdata.txt to determine how the superseded data were derived.
 PZ0217
 PZ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP518824(NAD 83)
 PZ0217_MARKER: DB = BENCH MARK DISK
 PZ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0217_STAMPING: H 38 1934
 PZ0217_MARK LOGO: CGS   
 PZ0217_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0217+STABILITY: SURFACE MOTION
 PZ0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0217+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1992
 PZ0217
 PZ0217  HISTORY     - Date     Condition        Report By
 PZ0217  HISTORY     - 1934     MONUMENTED       CGS
 PZ0217  HISTORY     - 1969     GOOD             USGS
 PZ0217  HISTORY     - 19920421 GOOD             IDDT
 PZ0217
 PZ0217                          STATION DESCRIPTION
 PZ0217
 PZ0217'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 PZ0217'6.2 MI SE FROM KAUFMAN.
 PZ0217'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 28 WHICH IS 18
 PZ0217'MILES (AIRLINE) NW OF TERRETON, GO NW ON HIGHWAY 28 FOR 8.9 MILES.
 PZ0217'TURN LEFT AND GO SW FOR 160 FEET TO THE BM WHICH IS SET IN THE TOP OF
 PZ0217'A CONCRETE POST WHICH PROJECTS 0.6 FOOT.  IT IS 33 FEET SOUTH OF AN
 PZ0217'OLD ROAD.
 PZ0217
 PZ0217                          STATION RECOVERY (1992)
 PZ0217
 PZ0217'RECOVERY NOTE BY ID DEPT OF TRANSP 1992 (GDJ)
 PZ0217'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0646 ***********************************************************************
 TO0646  DESIGNATION -  H 381
 TO0646  PID         -  TO0646
 TO0646  STATE/COUNTY-  ID/BOUNDARY
 TO0646  USGS QUAD   -  CURLEY CREEK (1983)
 TO0646
 TO0646                         *CURRENT SURVEY CONTROL
 TO0646  ___________________________________________________________________
 TO0646* NAD 83(1986)-  48 41 36.     (N)    116 06 55.     (W)     SCALED    
 TO0646* NAVD 88     -       702.910  (meters)    2306.13   (feet)  ADJUSTED  
 TO0646  ___________________________________________________________________
 TO0646  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TO0646  DYNAMIC HT  -         702.971 (meters)    2306.33  (feet)  COMP
 TO0646  MODELED GRAV-     980,675.6   (mgal)                       NAVD 88
 TO0646
 TO0646  VERT ORDER  -  FIRST     CLASS II
 TO0646
 TO0646.The horizontal coordinates were scaled from a topographic map and have
 TO0646.an estimated accuracy of +/- 6 seconds.
 TO0646
 TO0646.The orthometric height was determined by differential leveling
 TO0646.and adjusted by the National Geodetic Survey in June 1991..
 TO0646
 TO0646.The geoid height was determined by GEOID03.
 TO0646
 TO0646.The dynamic height is computed by dividing the NAVD 88
 TO0646.geopotential number by the normal gravity value computed on the
 TO0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0646.degrees latitude (g = 980.6199 gals.).
 TO0646
 TO0646.The modeled gravity was interpolated from observed gravity values.
 TO0646
 TO0646;                    North         East    Units  Estimated Accuracy
 TO0646;SPC ID W     -   780,920.      773,110.      MT  (+/- 180 meters Scaled)
 TO0646
 TO0646                          SUPERSEDED SURVEY CONTROL
 TO0646
 TO0646.No superseded survey control is available for this station.
 TO0646
 TO0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP651937(NAD 83)
 TO0646_MARKER: I = METAL ROD
 TO0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0646_SP_SET: STAINLESS STEEL ROD
 TO0646_STAMPING: H 381 1980
 TO0646_PROJECTION: FLUSH
 TO0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0646_ROD/PIPE-DEPTH: 2.0  meters
 TO0646
 TO0646  HISTORY     - Date     Condition        Report By
 TO0646  HISTORY     - 1980     MONUMENTED       NGS
 TO0646
 TO0646                          STATION DESCRIPTION
 TO0646
 TO0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0646'21.4 KM SE FROM BONNERS FERRY.
 TO0646'4.7 KILOMETERS (2.9 MILES) NORTH ALONG US HIGHWAYS 2 AND 95 FROM THE
 TO0646'POST OFFICE IN BONNERS FERRY, THENCE 16.7 KILOMETERS (10.3 MILES)
 TO0646'SOUTHEAST ALONG US HIGHWAY 2, ON THE OUTSIDE OF A HIGHWAY CURVE, AT
 TO0646'A POWER LINE CROOSING, 18.9 METERS (62.0 FEET) SOUTHWEST OF THE
 TO0646'CENTERLINE OF THE HIGHWAY, 17.7 METERS (58.0 FEET) NORTHWEST OF THE
 TO0646'CENTERLINE OF A GRAVEL ROAD LEADING SOUTHWEST, 4.1 METERS (13.5 FEET)
 TO0646'NORTHWEST OF POWER LINE POLE NUMBER BC 76452. ROD DRIVEN TO REFUSAL.
 TO0646'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 TO0646'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0614 ***********************************************************************
 TO0614  DESIGNATION -  H 382
 TO0614  PID         -  TO0614
 TO0614  STATE/COUNTY-  ID/BOUNDARY
 TO0614  USGS QUAD   -  RITZ (1996)
 TO0614
 TO0614                         *CURRENT SURVEY CONTROL
 TO0614  ___________________________________________________________________
 TO0614* NAD 83(1986)-  48 49 38.     (N)    116 19 56.     (W)     SCALED    
 TO0614* NAVD 88     -       682.676  (meters)    2239.75   (feet)  ADJUSTED  
 TO0614  ___________________________________________________________________
 TO0614  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 TO0614  DYNAMIC HT  -         682.749 (meters)    2239.99  (feet)  COMP
 TO0614  MODELED GRAV-     980,696.7   (mgal)                       NAVD 88
 TO0614
 TO0614  VERT ORDER  -  FIRST     CLASS II
 TO0614
 TO0614.The horizontal coordinates were scaled from a topographic map and have
 TO0614.an estimated accuracy of +/- 6 seconds.
 TO0614
 TO0614.The orthometric height was determined by differential leveling
 TO0614.and adjusted by the National Geodetic Survey in June 1991..
 TO0614
 TO0614.The geoid height was determined by GEOID03.
 TO0614
 TO0614.The dynamic height is computed by dividing the NAVD 88
 TO0614.geopotential number by the normal gravity value computed on the
 TO0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0614.degrees latitude (g = 980.6199 gals.).
 TO0614
 TO0614.The modeled gravity was interpolated from observed gravity values.
 TO0614
 TO0614;                    North         East    Units  Estimated Accuracy
 TO0614;SPC ID W     -   795,910.      757,250.      MT  (+/- 180 meters Scaled)
 TO0614
 TO0614                          SUPERSEDED SURVEY CONTROL
 TO0614
 TO0614.No superseded survey control is available for this station.
 TO0614
 TO0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ490084(NAD 83)
 TO0614_MARKER: I = METAL ROD
 TO0614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0614_SP_SET: STAINLESS STEEL ROD
 TO0614_STAMPING: H 382 1980
 TO0614_MARK LOGO: NGS   
 TO0614_PROJECTION: FLUSH
 TO0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0614_ROD/PIPE-DEPTH: 6.0  meters
 TO0614
 TO0614  HISTORY     - Date     Condition        Report By
 TO0614  HISTORY     - 1980     MONUMENTED       NGS
 TO0614
 TO0614                          STATION DESCRIPTION
 TO0614
 TO0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0614'16.8 KM NORTH FROM BONNERS FERRY.
 TO0614'16.8 KILOMETERS (10.4 MILES) NORTH ALONG U.S. HIGHWAY 95 FROM THE POST
 TO0614'OFFICE IN BONNERS FERRY, 0.2 KILOMETER (0.1 MILE) SOUTH OF HIGHWAY
 TO0614'MILEPOST 518, AT THE JUNCTION OF COUNTY ROAD 58, 19.8 METERS (65.0
 TO0614'FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.9 METERS (52.0
 TO0614'FEET) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 58, 2.3 METERS
 TO0614'(7.5 FEET) SOUTHWEST OF A UNDERGROUND CABLE BOX, 1.8 METERS (6.0 FEET)
 TO0614'NORTH OF POWER LINE POLE NUMBER B 789, 1.2 METERS (4.0 FEET) WEST OF
 TO0614'THE WEST EDGE OF A PLOWED FIELD.
 TO0614'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 TO0614'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0533 ***********************************************************************
 TO0533  DESIGNATION -  H 383
 TO0533  PID         -  TO0533
 TO0533  STATE/COUNTY-  ID/BOUNDARY
 TO0533  USGS QUAD   -  NAPLES (1996)
 TO0533
 TO0533                         *CURRENT SURVEY CONTROL
 TO0533  ___________________________________________________________________
 TO0533* NAD 83(1986)-  48 34 03.     (N)    116 23 37.     (W)     SCALED    
 TO0533* NAVD 88     -       626.706  (meters)    2056.12   (feet)  ADJUSTED  
 TO0533  ___________________________________________________________________
 TO0533  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TO0533  DYNAMIC HT  -         626.754 (meters)    2056.28  (feet)  COMP
 TO0533  MODELED GRAV-     980,668.7   (mgal)                       NAVD 88
 TO0533
 TO0533  VERT ORDER  -  FIRST     CLASS II
 TO0533
 TO0533.The horizontal coordinates were scaled from a topographic map and have
 TO0533.an estimated accuracy of +/- 6 seconds.
 TO0533
 TO0533.The orthometric height was determined by differential leveling
 TO0533.and adjusted by the National Geodetic Survey in June 1991..
 TO0533
 TO0533.The geoid height was determined by GEOID03.
 TO0533
 TO0533.The dynamic height is computed by dividing the NAVD 88
 TO0533.geopotential number by the normal gravity value computed on the
 TO0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0533.degrees latitude (g = 980.6199 gals.).
 TO0533
 TO0533.The modeled gravity was interpolated from observed gravity values.
 TO0533
 TO0533;                    North         East    Units  Estimated Accuracy
 TO0533;SPC ID W     -   767,070.      752,500.      MT  (+/- 180 meters Scaled)
 TO0533
 TO0533                          SUPERSEDED SURVEY CONTROL
 TO0533
 TO0533.No superseded survey control is available for this station.
 TO0533
 TO0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP447795(NAD 83)
 TO0533_MARKER: DB = BENCH MARK DISK
 TO0533_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TO0533_SP_SET: BRIDGE ABUTMENT
 TO0533_STAMPING: H 383 1980
 TO0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0533
 TO0533  HISTORY     - Date     Condition        Report By
 TO0533  HISTORY     - 1980     MONUMENTED       NGS
 TO0533
 TO0533                          STATION DESCRIPTION
 TO0533
 TO0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0533'17.3 KM SOUTH FROM BONNERS FERRY.
 TO0533'16.6 KILOMETERS (10.25 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM
 TO0533'THE POST OFFICE IN BONNERS FERRY, THENCE 0.3 KILOMETER (0.2 MILE) WEST
 TO0533'ALONG COUNTY ROAD 6, THENCE 0.4 KILOMETER (0.25 MILE) SOUTH ALONG
 TO0533'COUNTY ROAD 2 (OLD U.S. HIGHWAY 2), SET IN THE EAST END OF THE NORTH
 TO0533'ABUTMENT OF A HIGHWAY BRIDGE OVER THE BURLINGTON NORTHERN RAILWAY,
 TO0533'4.7 METERS (15.4 FEET) EAST OF THE CENTERLINE OF THE ROAD.
 TO0533'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0570 ***********************************************************************
 TO0570  DESIGNATION -  H 384
 TO0570  PID         -  TO0570
 TO0570  STATE/COUNTY-  ID/BONNER
 TO0570  USGS QUAD   -  CABINET (1989)
 TO0570
 TO0570                         *CURRENT SURVEY CONTROL
 TO0570  ___________________________________________________________________
 TO0570* NAD 83(1986)-  48 05 31.     (N)    116 05 34.     (W)     SCALED    
 TO0570* NAVD 88     -       638.304  (meters)    2094.17   (feet)  ADJUSTED  
 TO0570  ___________________________________________________________________
 TO0570  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TO0570  DYNAMIC HT  -         638.327 (meters)    2094.24  (feet)  COMP
 TO0570  MODELED GRAV-     980,628.1   (mgal)                       NAVD 88
 TO0570
 TO0570  VERT ORDER  -  FIRST     CLASS II
 TO0570
 TO0570.The horizontal coordinates were scaled from a topographic map and have
 TO0570.an estimated accuracy of +/- 6 seconds.
 TO0570
 TO0570.The orthometric height was determined by differential leveling
 TO0570.and adjusted by the National Geodetic Survey in June 1991..
 TO0570
 TO0570.The geoid height was determined by GEOID03.
 TO0570
 TO0570.The dynamic height is computed by dividing the NAVD 88
 TO0570.geopotential number by the normal gravity value computed on the
 TO0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0570.degrees latitude (g = 980.6199 gals.).
 TO0570
 TO0570.The modeled gravity was interpolated from observed gravity values.
 TO0570
 TO0570;                    North         East    Units  Estimated Accuracy
 TO0570;SPC ID W     -   714,050.      774,470.      MT  (+/- 180 meters Scaled)
 TO0570
 TO0570                          SUPERSEDED SURVEY CONTROL
 TO0570
 TO0570.No superseded survey control is available for this station.
 TO0570
 TO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP675269(NAD 83)
 TO0570_MARKER: I = METAL ROD
 TO0570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0570_SP_SET: STAINLESS STEEL ROD
 TO0570_STAMPING: H 384 1980
 TO0570_PROJECTION: FLUSH
 TO0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0570_ROD/PIPE-DEPTH: 6.0  meters
 TO0570
 TO0570  HISTORY     - Date     Condition        Report By
 TO0570  HISTORY     - 1980     MONUMENTED       NGS
 TO0570
 TO0570                          STATION DESCRIPTION
 TO0570
 TO0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0570'9.2 KM SE FROM CLARK FORK.
 TO0570'9.2 KILOMETERS (5.75 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0570'THE PUBLIC SCHOOL IN CLARK FORK, AT THE Y JUNCTION OF A TRACK
 TO0570'ROAD LEADING SOUTHEAST, 11.9 METERS (39.0 FEET) SOUTH OF THE
 TO0570'CENTELINE OF THE HIGHWAY, 31.5 METERS (103 FEET) WEST OF HIGHWAY
 TO0570'MILEPOST 61, 27.9 METERS (91.5 FEET) WEST NORTHWEST OF A 10-INCH
 TO0570'DIAMETER BIRCH TREE AT THE WEST END OF A WOODS, 19.8 METERS (65.0
 TO0570'FEET) EAST OF A 36-INCH DIAMETER PONDEROSA PINE ON THE BANK OF THE
 TO0570'CLARK FORK RIVER, 6.0 METERS (20.0 FEET) NORTH OF THE TOP OF THE
 TO0570'BANK OF THE RIVER, 1.0 METER (3.3 FEET) WEST OF POWER LINE POLE
 TO0570'NUMBER C 866.
 TO0570'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 TO0570'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0581 ***********************************************************************
 TO0581  DESIGNATION -  H 385
 TO0581  PID         -  TO0581
 TO0581  STATE/COUNTY-  ID/BONNER
 TO0581  USGS QUAD   -  CLARK FORK (1996)
 TO0581
 TO0581                         *CURRENT SURVEY CONTROL
 TO0581  ___________________________________________________________________
 TO0581* NAD 83(1986)-  48 10 40.     (N)    116 13 40.     (W)     SCALED    
 TO0581* NAVD 88     -       644.524  (meters)    2114.58   (feet)  ADJUSTED  
 TO0581  ___________________________________________________________________
 TO0581  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 TO0581  DYNAMIC HT  -         644.555 (meters)    2114.68  (feet)  COMP
 TO0581  MODELED GRAV-     980,640.1   (mgal)                       NAVD 88
 TO0581
 TO0581  VERT ORDER  -  FIRST     CLASS II
 TO0581
 TO0581.The horizontal coordinates were scaled from a topographic map and have
 TO0581.an estimated accuracy of +/- 6 seconds.
 TO0581
 TO0581.The orthometric height was determined by differential leveling
 TO0581.and adjusted by the National Geodetic Survey in June 1991..
 TO0581
 TO0581.The geoid height was determined by GEOID03.
 TO0581
 TO0581.The dynamic height is computed by dividing the NAVD 88
 TO0581.geopotential number by the normal gravity value computed on the
 TO0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0581.degrees latitude (g = 980.6199 gals.).
 TO0581
 TO0581.The modeled gravity was interpolated from observed gravity values.
 TO0581
 TO0581;                    North         East    Units  Estimated Accuracy
 TO0581;SPC ID W     -   723,640.      764,470.      MT  (+/- 180 meters Scaled)
 TO0581
 TO0581                          SUPERSEDED SURVEY CONTROL
 TO0581
 TO0581.No superseded survey control is available for this station.
 TO0581
 TO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP574363(NAD 83)
 TO0581_MARKER: DB = BENCH MARK DISK
 TO0581_SETTING: 66 = SET IN ROCK OUTCROP
 TO0581_SP_SET: ROCK OUTCROP
 TO0581_STAMPING: H 385 1980
 TO0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0581+STABILITY: POSITION/ELEVATION WELL
 TO0581
 TO0581  HISTORY     - Date     Condition        Report By
 TO0581  HISTORY     - 1980     MONUMENTED       NGS
 TO0581
 TO0581                          STATION DESCRIPTION
 TO0581
 TO0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0581'5.7 KM NW FROM CLARK FORK.
 TO0581'5.7 KILOMETERS (3.55 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 TO0581'THE PUBLIC SCHOOL IN CLARK FORK, 0.4 KILOMETER (0.25 MILE) NORTHWEST
 TO0581'OF HIGHWAY MILEPOST 52, AT THE Y JUNCTION OF A PAVED ROAD LEADING
 TO0581'NORTHWEST, SET IN TOP OF A ROCK OUTCROP, 12.5 METERS (41.0 FEET)
 TO0581'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 57.8 METERS (190 FEET)
 TO0581'SOUTHEAST OF THE NORTHEAST CORNER OF A HIGHWAY BRIDGE OVER THE
 TO0581'BURLINGTON NORTHERN RAILWAY, 14.7 METERS (48.2 FEET) SOUTHEAST OF
 TO0581'THE CENTERLINE OF THE PAVED ROAD.
 TO0581'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 TO0581'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0694 ***********************************************************************
 TO0694  DESIGNATION -  H 386
 TO0694  PID         -  TO0694
 TO0694  STATE/COUNTY-  ID/BONNER
 TO0694  USGS QUAD   -  NEWPORT (1986)
 TO0694
 TO0694                         *CURRENT SURVEY CONTROL
 TO0694  ___________________________________________________________________
 TO0694* NAD 83(1986)-  48 11 01.     (N)    117 00 24.     (W)     SCALED    
 TO0694* NAVD 88     -       636.194  (meters)    2087.25   (feet)  ADJUSTED  
 TO0694  ___________________________________________________________________
 TO0694  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 TO0694  DYNAMIC HT  -         636.253 (meters)    2087.44  (feet)  COMP
 TO0694  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 TO0694
 TO0694  VERT ORDER  -  FIRST     CLASS II
 TO0694
 TO0694.The horizontal coordinates were scaled from a topographic map and have
 TO0694.an estimated accuracy of +/- 6 seconds.
 TO0694
 TO0694.The orthometric height was determined by differential leveling
 TO0694.and adjusted by the National Geodetic Survey in June 1991..
 TO0694
 TO0694.The geoid height was determined by GEOID03.
 TO0694
 TO0694.The dynamic height is computed by dividing the NAVD 88
 TO0694.geopotential number by the normal gravity value computed on the
 TO0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0694.degrees latitude (g = 980.6199 gals.).
 TO0694
 TO0694.The modeled gravity was interpolated from observed gravity values.
 TO0694
 TO0694;                    North         East    Units  Estimated Accuracy
 TO0694;SPC ID W     -   724,950.      706,560.      MT  (+/- 180 meters Scaled)
 TO0694
 TO0694                          SUPERSEDED SURVEY CONTROL
 TO0694
 TO0694.No superseded survey control is available for this station.
 TO0694
 TO0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UMP995367(NAD 83)
 TO0694_MARKER: DB = BENCH MARK DISK
 TO0694_SETTING: 66 = SET IN ROCK OUTCROP
 TO0694_SP_SET: ROCK OUTCROP
 TO0694_STAMPING: H 386 1980
 TO0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0694+STABILITY: POSITION/ELEVATION WELL
 TO0694
 TO0694  HISTORY     - Date     Condition        Report By
 TO0694  HISTORY     - 1980     MONUMENTED       NGS
 TO0694
 TO0694                          STATION DESCRIPTION
 TO0694
 TO0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0694'6.8 KM WEST FROM PRIEST RIVER.
 TO0694'6.8 KILOMETERS (4.2 MILES) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNIOR
 TO0694'HIGHSCHOOL IN PRIEST RIVER, 0.7 KILOMETER (0.45 MILE) WEST OF HIGHWAY
 TO0694'MILEPOST 2, 0.9 KILOMETER (0.55 MILE) EAST OF HIGHWAY MILEPOST 1, SET
 TO0694'IN TOP OF A ROCK OUTCROP AT THE CENTER OF A HIGHWAY CUT, DIRECTLY
 TO0694'ACROSS THE HIGHWAY FROM A TURNOUT, 67.1 METERS (220 FEET) EAST OF THE
 TO0694'WEST END OF THE CUT, 47.5 METERS (156 FEET) WEST OF THE EAST END OF
 TO0694'THE CUT, 11.9 METERS (39.0 FEET) NORTH OF THE CENTERLINE OF THE
 TO0694'HIGHWAY.
 TO0694'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 TO0694'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0602 ***********************************************************************
 TO0602  DESIGNATION -  H 387
 TO0602  PID         -  TO0602
 TO0602  STATE/COUNTY-  ID/BONNER
 TO0602  USGS QUAD   -  ODEN BAY (1996)
 TO0602
 TO0602                         *CURRENT SURVEY CONTROL
 TO0602  ___________________________________________________________________
 TO0602* NAD 83(1986)-  48 18 48.     (N)    116 29 51.     (W)     SCALED    
 TO0602* NAVD 88     -       644.417  (meters)    2114.22   (feet)  ADJUSTED  
 TO0602  ___________________________________________________________________
 TO0602  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TO0602  DYNAMIC HT  -         644.466 (meters)    2114.39  (feet)  COMP
 TO0602  MODELED GRAV-     980,667.7   (mgal)                       NAVD 88
 TO0602
 TO0602  VERT ORDER  -  FIRST     CLASS II
 TO0602
 TO0602.The horizontal coordinates were scaled from a topographic map and have
 TO0602.an estimated accuracy of +/- 6 seconds.
 TO0602
 TO0602.The orthometric height was determined by differential leveling
 TO0602.and adjusted by the National Geodetic Survey in June 1991..
 TO0602
 TO0602.The geoid height was determined by GEOID03.
 TO0602
 TO0602.The dynamic height is computed by dividing the NAVD 88
 TO0602.geopotential number by the normal gravity value computed on the
 TO0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0602.degrees latitude (g = 980.6199 gals.).
 TO0602
 TO0602.The modeled gravity was interpolated from observed gravity values.
 TO0602
 TO0602;                    North         East    Units  Estimated Accuracy
 TO0602;SPC ID W     -   738,880.      744,560.      MT  (+/- 180 meters Scaled)
 TO0602
 TO0602                          SUPERSEDED SURVEY CONTROL
 TO0602
 TO0602.No superseded survey control is available for this station.
 TO0602
 TO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP372512(NAD 83)
 TO0602_MARKER: I = METAL ROD
 TO0602_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0602_SP_SET: STAINLESS STEEL ROD
 TO0602_STAMPING: H 387 1980
 TO0602_PROJECTION: FLUSH
 TO0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0602_ROD/PIPE-DEPTH: 12.3 meters
 TO0602
 TO0602  HISTORY     - Date     Condition        Report By
 TO0602  HISTORY     - 1980     MONUMENTED       NGS
 TO0602
 TO0602                          STATION DESCRIPTION
 TO0602
 TO0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0602'7.1 KM NE FROM SANDPOINT.
 TO0602'7.1 KILOMETERS (4.4 MILES) NORTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0602'THE SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, AT A T JUNCTION
 TO0602'OF A DIRT ROAD CROSSING THE BURLINGTON NORTHERN RAILWAY, 41.8 METERS
 TO0602'(137 FEET) SOUTHWEST OF HIGHWAY MILEPOST 33, 17.6 METERS (57.7 FEET)
 TO0602'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 44.2 METERS (145 FEET)
 TO0602'SOUTHWEST OF THE CENTERLINE OF A PRIVATE DRIVE NORTHWEST TO A TWO
 TO0602'STORY FRAME HOUSE, 24.9 METERS (81.7 FEET) NORTHWEST OF THE NORTHWEST
 TO0602'RAIL OF THE TRACKS, 7.3 METERS (24.0 FEET) SOUTHWEST OF THE
 TO0602'CENTERLINE OF THE DIRT ROAD,
 TO0602'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 TO0602'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0796 ***********************************************************************
 RY0796  DESIGNATION -  H 388
 RY0796  PID         -  RY0796
 RY0796  STATE/COUNTY-  ID/IDAHO
 RY0796  USGS QUAD   -  CAYUSE JUNCTION (1994)
 RY0796
 RY0796                         *CURRENT SURVEY CONTROL
 RY0796  ___________________________________________________________________
 RY0796* NAD 83(1986)-  46 30 38.     (N)    114 47 30.     (W)     SCALED    
 RY0796* NAVD 88     -       997.743  (meters)    3273.43   (feet)  ADJUSTED  
 RY0796  ___________________________________________________________________
 RY0796  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 RY0796  DYNAMIC HT  -         997.533 (meters)    3272.74  (feet)  COMP
 RY0796  MODELED GRAV-     980,370.9   (mgal)                       NAVD 88
 RY0796
 RY0796  VERT ORDER  -  FIRST     CLASS II
 RY0796
 RY0796.The horizontal coordinates were scaled from a topographic map and have
 RY0796.an estimated accuracy of +/- 6 seconds.
 RY0796
 RY0796.The orthometric height was determined by differential leveling
 RY0796.and adjusted by the National Geodetic Survey in June 1991..
 RY0796
 RY0796.The geoid height was determined by GEOID03.
 RY0796
 RY0796.The dynamic height is computed by dividing the NAVD 88
 RY0796.geopotential number by the normal gravity value computed on the
 RY0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0796.degrees latitude (g = 980.6199 gals.).
 RY0796
 RY0796.The modeled gravity was interpolated from observed gravity values.
 RY0796
 RY0796;                    North         East    Units  Estimated Accuracy
 RY0796;SPC ID W     -   538,630.      873,550.      MT  (+/- 180 meters Scaled)
 RY0796
 RY0796                          SUPERSEDED SURVEY CONTROL
 RY0796
 RY0796.No superseded survey control is available for this station.
 RY0796
 RY0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM694531(NAD 83)
 RY0796_MARKER: DB = BENCH MARK DISK
 RY0796_SETTING: 66 = SET IN ROCK OUTCROP
 RY0796_SP_SET: ROCK OUTCROP
 RY0796_STAMPING: H 388 1980
 RY0796_MARK LOGO: NGS   
 RY0796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0796+STABILITY: POSITION/ELEVATION WELL
 RY0796
 RY0796  HISTORY     - Date     Condition        Report By
 RY0796  HISTORY     - 1980     MONUMENTED       NGS
 RY0796
 RY0796                          STATION DESCRIPTION
 RY0796
 RY0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0796'7.5 KM (4.65 MI) WEST FROM POWELL RANGER STATION.
 RY0796'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0796'RANGER STATION, THENCE 6.5 KILOMETERS (4.05 MILES) WEST ALONG U.S.
 RY0796'HIGHWAY 12, 0.5 KILOMETER (0.3 MILE) WEST OF HIGHWAY MILEPOST 158,
 RY0796'ACROSS THE HIGHWAY FROM THE EAST END OF AN ISLAND IN THE LOCHSA
 RY0796'RIVER, SET IN TOP OF A SLOPING SHELF OF BANDED GRANITE IN A WHITE
 RY0796'GRANITE HIGHWAY CUT, 8.1 METERS (26.6 FEET) NORTH OF THE CENTERLINE
 RY0796'OF THE HIGHWAY, 72.4 METERS (238 FEET) EAST OF THE TOP CENTER OF THE
 RY0796'NORTH END OF A 24-INCH DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY.
 RY0796'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RY0796'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0771 ***********************************************************************
 RY0771  DESIGNATION -  H 389
 RY0771  PID         -  RY0771
 RY0771  STATE/COUNTY-  ID/IDAHO
 RY0771  USGS QUAD   -  GREYSTONE BUTTE (1994)
 RY0771
 RY0771                         *CURRENT SURVEY CONTROL
 RY0771  ___________________________________________________________________
 RY0771* NAD 83(1986)-  46 25 46.     (N)    115 07 27.     (W)     SCALED    
 RY0771* NAVD 88     -       806.242  (meters)    2645.15   (feet)  ADJUSTED  
 RY0771  ___________________________________________________________________
 RY0771  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 RY0771  DYNAMIC HT  -         806.094 (meters)    2644.66  (feet)  COMP
 RY0771  MODELED GRAV-     980,406.2   (mgal)                       NAVD 88
 RY0771
 RY0771  VERT ORDER  -  FIRST     CLASS II
 RY0771
 RY0771.The horizontal coordinates were scaled from a topographic map and have
 RY0771.an estimated accuracy of +/- 6 seconds.
 RY0771
 RY0771.The orthometric height was determined by differential leveling
 RY0771.and adjusted by the National Geodetic Survey in June 1991..
 RY0771
 RY0771.The geoid height was determined by GEOID03.
 RY0771
 RY0771.The dynamic height is computed by dividing the NAVD 88
 RY0771.geopotential number by the normal gravity value computed on the
 RY0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0771.degrees latitude (g = 980.6199 gals.).
 RY0771
 RY0771.The modeled gravity was interpolated from observed gravity values.
 RY0771
 RY0771;                    North         East    Units  Estimated Accuracy
 RY0771;SPC ID W     -   529,360.      848,100.      MT  (+/- 180 meters Scaled)
 RY0771
 RY0771                          SUPERSEDED SURVEY CONTROL
 RY0771
 RY0771.No superseded survey control is available for this station.
 RY0771
 RY0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM441434(NAD 83)
 RY0771_MARKER: DB = BENCH MARK DISK
 RY0771_SETTING: 66 = SET IN ROCK OUTCROP
 RY0771_SP_SET: ROCK OUTCROP
 RY0771_STAMPING: H 389 1980
 RY0771_MARK LOGO: NGS   
 RY0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0771+STABILITY: POSITION/ELEVATION WELL
 RY0771
 RY0771  HISTORY     - Date     Condition        Report By
 RY0771  HISTORY     - 1980     MONUMENTED       NGS
 RY0771
 RY0771                          STATION DESCRIPTION
 RY0771
 RY0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0771'23.8 KM (14.8 MI) NE FROM LOCHSA RANGER STATION.
 RY0771'23.8 KILOMETERS (14.8 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0771'THE LOCHSA RANGER STATION, 0.8 KILOMETER (0.5 MILE) WEST OF LOST
 RY0771'CREEK, 0.2 KILOMETER (0.1 MILE) WEST OF HIGHWAY MILEPOST 136 AND
 RY0771'A POINT WHERE THE LOCHSA RIVER MEETS THE HIGHWAY, SET IN TOP OF A
 RY0771'SLOPING SHELF OF WHITE GRANITE IN A BEDROCK HIGHWAY CUT, 6.6 METERS
 RY0771'(21.5 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 88.8 METERS
 RY0771'(288 FEET) WEST OF THE TOP CENTER OF THE NORTH END OF A 60-CENTIMETER
 RY0771'(24-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY, 82.7 METERS
 RY0771'(268 FEET) EAST ACROSS THE HIGHWAY FROM THE EAST END OF A STEEL
 RY0771'GUARDRAIL, 53.0 METERS (174 FEET) EAST OF THE TOP CENTER OF THE NORTH
 RY0771'END OF A 45-CENTIMETER (18-INCH) DIAMETER STEEL PIPE CULVERT UNDER
 RY0771'THE HIGHWAY.
 RY0771'THE MARK IS 0.17 METERS  S FROM A WITNESS POST.
 RY0771'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0096 ***********************************************************************
 QA0096  DESIGNATION -  H 39
 QA0096  PID         -  QA0096
 QA0096  STATE/COUNTY-  ID/CUSTER
 QA0096  USGS QUAD   -  THOMPSON CREEK (1964)
 QA0096
 QA0096                         *CURRENT SURVEY CONTROL
 QA0096  ___________________________________________________________________
 QA0096* NAD 83(1986)-  44 15 14.     (N)    114 33 05.     (W)     SCALED    
 QA0096* NAVD 88     -      1725.608  (meters)    5661.43   (feet)  ADJUSTED  
 QA0096  ___________________________________________________________________
 QA0096  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 QA0096  DYNAMIC HT  -        1724.633 (meters)    5658.23  (feet)  COMP
 QA0096  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 QA0096
 QA0096  VERT ORDER  -  SECOND    CLASS 0
 QA0096
 QA0096.The horizontal coordinates were scaled from a topographic map and have
 QA0096.an estimated accuracy of +/- 6 seconds.
 QA0096
 QA0096.The orthometric height was determined by differential leveling
 QA0096.and adjusted by the National Geodetic Survey in June 1991..
 QA0096
 QA0096.The geoid height was determined by GEOID03.
 QA0096
 QA0096.The dynamic height is computed by dividing the NAVD 88
 QA0096.geopotential number by the normal gravity value computed on the
 QA0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0096.degrees latitude (g = 980.6199 gals.).
 QA0096
 QA0096.The modeled gravity was interpolated from observed gravity values.
 QA0096
 QA0096;                    North         East    Units  Estimated Accuracy
 QA0096;SPC ID C     -   287,550.      455,970.      MT  (+/- 180 meters Scaled)
 QA0096
 QA0096                          SUPERSEDED SURVEY CONTROL
 QA0096
 QA0096  NGVD 29 (??/??/92) 1724.359  (m)         5657.33   (f) ADJ UNCH    2 0
 QA0096
 QA0096.Superseded values are not recommended for survey control.
 QA0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0096.See file dsdata.txt to determine how the superseded data were derived.
 QA0096
 QA0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK954029(NAD 83)
 QA0096_MARKER: DB = BENCH MARK DISK
 QA0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QA0096_SP_SET: ABUTMENT
 QA0096_STAMPING: H 39 1934
 QA0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QA0096
 QA0096  HISTORY     - Date     Condition        Report By
 QA0096  HISTORY     - 1934     MONUMENTED       CGS
 QA0096  HISTORY     - 1955     GOOD             NGS
 QA0096
 QA0096                          STATION DESCRIPTION
 QA0096
 QA0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0096'9.2 MI W FROM CLAYTON.
 QA0096'ABOUT 9.2 MILES WEST FROM THE POST OFFICE AT CLAYTON, AT A CONCRETE
 QA0096'BRIDGE ACROSS SALMON RIVER, DIRECTLY ABOVE THE EAST ABUTMENT AND IN
 QA0096'THE TOP OF THE NORTH CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0743 ***********************************************************************
 RY0743  DESIGNATION -  H 390
 RY0743  PID         -  RY0743
 RY0743  STATE/COUNTY-  ID/IDAHO
 RY0743  USGS QUAD   -  SYRINGA (1994)
 RY0743
 RY0743                         *CURRENT SURVEY CONTROL
 RY0743  ___________________________________________________________________
 RY0743* NAD 83(1986)-  46 08 54.     (N)    115 43 07.     (W)     SCALED    
 RY0743* NAVD 88     -       435.059  (meters)    1427.36   (feet)  ADJUSTED  
 RY0743  ___________________________________________________________________
 RY0743  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 RY0743  DYNAMIC HT  -         435.008 (meters)    1427.19  (feet)  COMP
 RY0743  MODELED GRAV-     980,485.8   (mgal)                       NAVD 88
 RY0743
 RY0743  VERT ORDER  -  FIRST     CLASS II
 RY0743
 RY0743.The horizontal coordinates were scaled from a topographic map and have
 RY0743.an estimated accuracy of +/- 6 seconds.
 RY0743
 RY0743.The orthometric height was determined by differential leveling
 RY0743.and adjusted by the National Geodetic Survey in June 1991..
 RY0743
 RY0743.The geoid height was determined by GEOID03.
 RY0743
 RY0743.The dynamic height is computed by dividing the NAVD 88
 RY0743.geopotential number by the normal gravity value computed on the
 RY0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0743.degrees latitude (g = 980.6199 gals.).
 RY0743
 RY0743.The modeled gravity was interpolated from observed gravity values.
 RY0743
 RY0743;                    North         East    Units  Estimated Accuracy
 RY0743;SPC ID W     -   497,930.      802,430.      MT  (+/- 180 meters Scaled)
 RY0743
 RY0743                          SUPERSEDED SURVEY CONTROL
 RY0743
 RY0743.No superseded survey control is available for this station.
 RY0743
 RY0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM989113(NAD 83)
 RY0743_MARKER: DB = BENCH MARK DISK
 RY0743_SETTING: 80 = SET IN A BOULDER
 RY0743_SP_SET: BOULDER
 RY0743_STAMPING: H 390 1980
 RY0743_MARK LOGO: NGS   
 RY0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0743+STABILITY: SURFACE MOTION
 RY0743
 RY0743  HISTORY     - Date     Condition        Report By
 RY0743  HISTORY     - 1980     MONUMENTED       NGS
 RY0743
 RY0743                          STATION DESCRIPTION
 RY0743
 RY0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0743'10.5 KM (6.55 MI) SE FROM LOWELL.
 RY0743'10.5 KILOMETERS (6.55 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0743'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 0.85
 RY0743'KILOMETER (0.55 MILE) SOUTHEAST OF HIGHWAY MILEPOST 90, SET IN TOP
 RY0743'OF THE SOUTHWEST END OF A 1.2 X 2.4 METER (4 X 8 FOOT) GRANITE
 RY0743'BOULDER PROJECTING 1.0 METER (3.3 FEET), 13.1 METERS (43.0 FEET)
 RY0743'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 143.6 METERS (471 FEET)
 RY0743'SOUTHEAST OF THE TOP CENTER OF THE NORTHEAST END OF A 90-CENTIMETER
 RY0743'(36-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY FOR SYRINGA
 RY0743'CREEK, 16.5 METERS (54.0 FEET) NORTHWEST OF THE TOP CENTER OF THE
 RY0743'NORTHEAST END OF A 45-CENTIMETER (18-INCH) DIAMETER STEEL PIPE
 RY0743'CULVERT UNDER THE HIGHWAY, 15.9 METERS (25.3 FEET) SOUTHEAST OF THE
 RY0743'NORTHEAST WOODEN LEG FOR AN INTERSTATE TRUCK PERMIT SIGN.
 RY0743'THE MARK IS 0.25 METERS  NE FROM A WITNESS POST.
 RY0743'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1389 ***********************************************************************
 RZ1389  DESIGNATION -  H 391
 RZ1389  PID         -  RZ1389
 RZ1389  STATE/COUNTY-  ID/LEWIS
 RZ1389  USGS QUAD   -  SIXMILE CREEK (1994)
 RZ1389
 RZ1389                         *CURRENT SURVEY CONTROL
 RZ1389  ___________________________________________________________________
 RZ1389* NAD 83(1986)-  46 20 09.     (N)    116 08 57.     (W)     SCALED    
 RZ1389* NAVD 88     -       338.311  (meters)    1109.94   (feet)  ADJUSTED  
 RZ1389  ___________________________________________________________________
 RZ1389  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 RZ1389  DYNAMIC HT  -         338.290 (meters)    1109.87  (feet)  COMP
 RZ1389  MODELED GRAV-     980,544.8   (mgal)                       NAVD 88
 RZ1389
 RZ1389  VERT ORDER  -  FIRST     CLASS II
 RZ1389
 RZ1389.The horizontal coordinates were scaled from a topographic map and have
 RZ1389.an estimated accuracy of +/- 6 seconds.
 RZ1389
 RZ1389.The orthometric height was determined by differential leveling
 RZ1389.and adjusted by the National Geodetic Survey in June 1991..
 RZ1389
 RZ1389.The geoid height was determined by GEOID03.
 RZ1389
 RZ1389.The dynamic height is computed by dividing the NAVD 88
 RZ1389.geopotential number by the normal gravity value computed on the
 RZ1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1389.degrees latitude (g = 980.6199 gals.).
 RZ1389
 RZ1389.The modeled gravity was interpolated from observed gravity values.
 RZ1389
 RZ1389;                    North         East    Units  Estimated Accuracy
 RZ1389;SPC ID W     -   518,850.      769,270.      MT  (+/- 180 meters Scaled)
 RZ1389
 RZ1389                          SUPERSEDED SURVEY CONTROL
 RZ1389
 RZ1389.No superseded survey control is available for this station.
 RZ1389
 RZ1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM654317(NAD 83)
 RZ1389_MARKER: DB = BENCH MARK DISK
 RZ1389_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1389_SP_SET: ROCK OUTCROP
 RZ1389_STAMPING: H 391 1980
 RZ1389_MARK LOGO: NGS   
 RZ1389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1389+STABILITY: POSITION/ELEVATION WELL
 RZ1389
 RZ1389  HISTORY     - Date     Condition        Report By
 RZ1389  HISTORY     - 1980     MONUMENTED       NGS
 RZ1389
 RZ1389                          STATION DESCRIPTION
 RZ1389
 RZ1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1389'17.8 KM (11.1 MI) NW FROM KAMIAH.
 RZ1389'17.8 KILOMETERS (11.1 MILES) NORTHWEST ALONG U.S HIGHWAY 12 FROM THE
 RZ1389'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN
 RZ1389'KAMIAH, WEST ACROSS THE CAMAS PRAIRIE RAILWAY, RIVER AND HIGHWAY FROM
 RZ1389'A HEAVILY WOODED SMALL VALLEY, AT THE NORTH END OF A HIGHWAY PULLOUT,
 RZ1389'SET IN TOP OF A GRANITE OUTCROP AT AN OVERHANGING, UNCUT OUTCROP,
 RZ1389'6.4 METERS (21.0 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 36.3
 RZ1389'METERS (119 FEET) NORTH OF HIGHWAY MILEPOST 56, 79.6 METERS (251 FEET)
 RZ1389'NORTH OF THE SOUTH END OF THE BEDROCK HIGHWAY CUT.
 RZ1389'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 RZ1389'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1365 ***********************************************************************
 RZ1365  DESIGNATION -  H 392
 RZ1365  PID         -  RZ1365
 RZ1365  STATE/COUNTY-  ID/NEZ PERCE
 RZ1365  USGS QUAD   -  LENORE (1990)
 RZ1365
 RZ1365                         *CURRENT SURVEY CONTROL
 RZ1365  ___________________________________________________________________
 RZ1365* NAD 83(1986)-  46 30 32.     (N)    116 33 23.     (W)     SCALED    
 RZ1365* NAVD 88     -       280.173  (meters)     919.20   (feet)  ADJUSTED  
 RZ1365  ___________________________________________________________________
 RZ1365  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 RZ1365  DYNAMIC HT  -         280.173 (meters)     919.20  (feet)  COMP
 RZ1365  MODELED GRAV-     980,608.8   (mgal)                       NAVD 88
 RZ1365
 RZ1365  VERT ORDER  -  FIRST     CLASS II
 RZ1365
 RZ1365.The horizontal coordinates were scaled from a topographic map and have
 RZ1365.an estimated accuracy of +/- 6 seconds.
 RZ1365
 RZ1365.The orthometric height was determined by differential leveling
 RZ1365.and adjusted by the National Geodetic Survey in June 1991..
 RZ1365
 RZ1365.The geoid height was determined by GEOID03.
 RZ1365
 RZ1365.The dynamic height is computed by dividing the NAVD 88
 RZ1365.geopotential number by the normal gravity value computed on the
 RZ1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1365.degrees latitude (g = 980.6199 gals.).
 RZ1365
 RZ1365.The modeled gravity was interpolated from observed gravity values.
 RZ1365
 RZ1365;                    North         East    Units  Estimated Accuracy
 RZ1365;SPC ID W     -   538,320.      738,110.      MT  (+/- 180 meters Scaled)
 RZ1365
 RZ1365                          SUPERSEDED SURVEY CONTROL
 RZ1365
 RZ1365.No superseded survey control is available for this station.
 RZ1365
 RZ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM340506(NAD 83)
 RZ1365_MARKER: DB = BENCH MARK DISK
 RZ1365_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1365_SP_SET: ROCK OUTCROP
 RZ1365_STAMPING: H 392 1980
 RZ1365_MARK LOGO: NGS   
 RZ1365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1365+STABILITY: POSITION/ELEVATION WELL
 RZ1365
 RZ1365  HISTORY     - Date     Condition        Report By
 RZ1365  HISTORY     - 1980     MONUMENTED       NGS
 RZ1365
 RZ1365                          STATION DESCRIPTION
 RZ1365
 RZ1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1365'0.5 KM (0.3 MI) WEST FROM LENORE.
 RZ1365'0.5 KILOMETER (0.3 MILE) WEST ALONG U.S. HIGHWAY 12 FROM THE SOUTHWEST
 RZ1365'END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN LENORE,
 RZ1365'0.2 KILOMETER (0.1 MILE) SOUTHEAST OF THE SOUTHEAST ENTRANCE TO THE
 RZ1365'RATTLESNAKE POINT REST AREA, SET IN TOP OF A ROCK OUTCROP IN A
 RZ1365'BEDROCK HIGHWAY CUT, 14.0 METERS (46.0 FEET) SOUTHWEST OF THE
 RZ1365'CENTERLINE OF THE HIGHWAY AND A STATE HIGHWAY ACCESS COVER, 79.3
 RZ1365'METERS (260 FEET) NORTHWEST OF HIGHWAY MILEPOST 28, 46.1 METERS (151
 RZ1365'FEET) SOUTH ACROSS THE HIGHWAY FROM THE NORTHWEST END OF A STEEL
 RZ1365'GUARDRAIL, 1.5 METERS (5.0 FEET) ABOVE THE GROUND.
 RZ1365'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 RZ1365'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1408 ***********************************************************************
 RZ1408  DESIGNATION -  H 393
 RZ1408  PID         -  RZ1408
 RZ1408  STATE/COUNTY-  ID/NEZ PERCE
 RZ1408  USGS QUAD   -  CLARKSTON (1971)
 RZ1408
 RZ1408                         *CURRENT SURVEY CONTROL
 RZ1408  ___________________________________________________________________
 RZ1408* NAD 83(1986)-  46 27 31.     (N)    117 01 04.     (W)     SCALED    
 RZ1408* NAVD 88     -       703.326  (meters)    2307.50   (feet)  ADJUSTED  
 RZ1408  ___________________________________________________________________
 RZ1408  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 RZ1408  DYNAMIC HT  -         703.279 (meters)    2307.34  (feet)  COMP
 RZ1408  MODELED GRAV-     980,525.0   (mgal)                       NAVD 88
 RZ1408
 RZ1408  VERT ORDER  -  FIRST     CLASS II
 RZ1408
 RZ1408.The horizontal coordinates were scaled from a topographic map and have
 RZ1408.an estimated accuracy of +/- 6 seconds.
 RZ1408
 RZ1408.The orthometric height was determined by differential leveling
 RZ1408.and adjusted by the National Geodetic Survey in June 1991..
 RZ1408
 RZ1408.The geoid height was determined by GEOID03.
 RZ1408
 RZ1408.The dynamic height is computed by dividing the NAVD 88
 RZ1408.geopotential number by the normal gravity value computed on the
 RZ1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1408.degrees latitude (g = 980.6199 gals.).
 RZ1408
 RZ1408.The modeled gravity was interpolated from observed gravity values.
 RZ1408
 RZ1408;                    North         East    Units  Estimated Accuracy
 RZ1408;SPC ID W     -   533,200.      702,620.      MT  (+/- 180 meters Scaled)
 RZ1408
 RZ1408                          SUPERSEDED SURVEY CONTROL
 RZ1408
 RZ1408.No superseded survey control is available for this station.
 RZ1408
 RZ1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM986450(NAD 83)
 RZ1408_MARKER: DB = BENCH MARK DISK
 RZ1408_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1408_SP_SET: ROCK OUTCROP
 RZ1408_STAMPING: H 393 1980
 RZ1408_MARK LOGO: NGS   
 RZ1408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1408+STABILITY: POSITION/ELEVATION WELL
 RZ1408
 RZ1408  HISTORY     - Date     Condition        Report By
 RZ1408  HISTORY     - 1980     MONUMENTED       NGS
 RZ1408
 RZ1408                          STATION DESCRIPTION
 RZ1408
 RZ1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1408'10.9 KM (6.8 MI) NORTH FROM LEWISTON.
 RZ1408'10.9 KILOMETERS (6.8 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ1408'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, AT A HIGHWAY TURNOUT, SET IN
 RZ1408'TOP OF A ROCK OUTCROP ON THE WEST EDGE OF A LARGE ROCK RAVINE, 29.3
 RZ1408'METERS (96.0 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.4 METERS
 RZ1408'(11.0 FEET) NORTH OF THE WEST CORNER POST IN A BARBED WIRE FENCE
 RZ1408'LINE, 2.4 METERS (8.0 FEET) SOUTH OF THE SOUTH EDGE OF A 2 X 2.5 METER
 RZ1408'(6 X 8 FOOT) BOULDER DIRECTLY ABOVE THE MARK.
 RZ1408'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 RZ1408'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0458 ***********************************************************************
 QA0458  DESIGNATION -  H 40
 QA0458  PID         -  QA0458
 QA0458  STATE/COUNTY-  ID/BOISE
 QA0458  USGS QUAD   -  PINE FLAT (1972)
 QA0458
 QA0458                         *CURRENT SURVEY CONTROL
 QA0458  ___________________________________________________________________
 QA0458* NAD 83(1986)-  44 04 09.     (N)    115 40 40.     (W)     SCALED    
 QA0458* NAVD 88     -      1154.012  (meters)    3786.12   (feet)  ADJUSTED  
 QA0458  ___________________________________________________________________
 QA0458  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 QA0458  DYNAMIC HT  -        1153.411 (meters)    3784.15  (feet)  COMP
 QA0458  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 QA0458
 QA0458  VERT ORDER  -  SECOND    CLASS 0
 QA0458
 QA0458.The horizontal coordinates were scaled from a topographic map and have
 QA0458.an estimated accuracy of +/- 6 seconds.
 QA0458
 QA0458.The orthometric height was determined by differential leveling
 QA0458.and adjusted by the National Geodetic Survey in June 1991..
 QA0458
 QA0458.The geoid height was determined by GEOID03.
 QA0458
 QA0458.The dynamic height is computed by dividing the NAVD 88
 QA0458.geopotential number by the normal gravity value computed on the
 QA0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0458.degrees latitude (g = 980.6199 gals.).
 QA0458
 QA0458.The modeled gravity was interpolated from observed gravity values.
 QA0458
 QA0458;                    North         East    Units  Estimated Accuracy
 QA0458;SPC ID W     -   266,880.      805,790.      MT  (+/- 180 meters Scaled)
 QA0458
 QA0458                          SUPERSEDED SURVEY CONTROL
 QA0458
 QA0458  NGVD 29 (??/??/92) 1152.811  (m)         3782.18   (f) ADJ UNCH    2 0
 QA0458
 QA0458.Superseded values are not recommended for survey control.
 QA0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0458.See file dsdata.txt to determine how the superseded data were derived.
 QA0458
 QA0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ058804(NAD 83)
 QA0458_MARKER: DD = SURVEY DISK
 QA0458_SETTING: 80 = SET IN A BOULDER
 QA0458_SP_SET: BOULDER
 QA0458_STAMPING: H 40 1933
 QA0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0458+STABILITY: SURFACE MOTION
 QA0458
 QA0458  HISTORY     - Date     Condition        Report By
 QA0458  HISTORY     - 1933     MONUMENTED       USGS
 QA0458  HISTORY     - 1969     MARK NOT FOUND   USGS
 QA0458
 QA0458                          STATION DESCRIPTION
 QA0458
 QA0458'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0458'5.1 MI W FROM LOWMAN.
 QA0458'5.1 MILES WEST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT LOWMAN,
 QA0458'BOISE COUNTY, 0.5 MILE NORTHEAST OF PINE FLAT CAMP, 50 FEET SOUTH OF A
 QA0458'SHARP CURVE, AT THE TOP OF A KNOLL, AT THE WEST BANK OF A CREEK, 45
 QA0458'FEET SOUTHEAST OF THE COOLEY MAIL BOX, AT THE EAST SIDE OF A DRIVEWAY
 QA0458'TO THE COOLEY RANCH HOUSE, AND IN THE TOP OF A GRANITE BOULDER
 QA0458'PROJECTING 1/2 FOOT ABOVE GROUND.  A U. S. GEOLOGICAL SURVEY STANDARD
 QA0458'DISK, STAMPED H 40 1933.
 QA0458
 QA0458                          STATION RECOVERY (1969)
 QA0458
 QA0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QA0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0281 ***********************************************************************
 OZ0281  DESIGNATION -  H 40
 OZ0281  PID         -  OZ0281
 OZ0281  STATE/COUNTY-  ID/BLAINE
 OZ0281  USGS QUAD   -  ALTURAS LAKE (1963)
 OZ0281
 OZ0281                         *CURRENT SURVEY CONTROL
 OZ0281  ___________________________________________________________________
 OZ0281* NAD 83(1986)-  43 56 38.     (N)    114 48 44.     (W)     SCALED    
 OZ0281* NAVD 88     -      2146.297  (meters)    7041.64   (feet)  ADJUSTED  
 OZ0281  ___________________________________________________________________
 OZ0281  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 OZ0281  DYNAMIC HT  -        2144.846 (meters)    7036.88  (feet)  COMP
 OZ0281  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 OZ0281
 OZ0281  VERT ORDER  -  SECOND    CLASS 0
 OZ0281
 OZ0281.The horizontal coordinates were scaled from a topographic map and have
 OZ0281.an estimated accuracy of +/- 6 seconds.
 OZ0281
 OZ0281.The orthometric height was determined by differential leveling
 OZ0281.and adjusted by the National Geodetic Survey in June 1991..
 OZ0281
 OZ0281.The geoid height was determined by GEOID03.
 OZ0281
 OZ0281.The dynamic height is computed by dividing the NAVD 88
 OZ0281.geopotential number by the normal gravity value computed on the
 OZ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0281.degrees latitude (g = 980.6199 gals.).
 OZ0281
 OZ0281.The modeled gravity was interpolated from observed gravity values.
 OZ0281
 OZ0281;                    North         East    Units  Estimated Accuracy
 OZ0281;SPC ID C     -   253,280.      434,800.      MT  (+/- 180 meters Scaled)
 OZ0281
 OZ0281                          SUPERSEDED SURVEY CONTROL
 OZ0281
 OZ0281  NGVD 29 (??/??/92) 2144.878  (m)         7036.99   (f) ADJ UNCH    2 0
 OZ0281
 OZ0281.Superseded values are not recommended for survey control.
 OZ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0281.See file dsdata.txt to determine how the superseded data were derived.
 OZ0281
 OZ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ755679(NAD 83)
 OZ0281_MARKER: DB = BENCH MARK DISK
 OZ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0281_STAMPING: H 40 1934
 OZ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0281+STABILITY: SURFACE MOTION
 OZ0281
 OZ0281  HISTORY     - Date     Condition        Report By
 OZ0281  HISTORY     - 1934     MONUMENTED       CGS
 OZ0281  HISTORY     - 1950     GOOD             NGS
 OZ0281
 OZ0281                          STATION DESCRIPTION
 OZ0281
 OZ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0281'2.5 MI NE FROM ALTURAS LAKE.
 OZ0281'2.5 MILES NORTHEAST ALONG ALTURAS LAKE ROAD FROM THE BRIDGE OVER THE
 OZ0281'OUTLET AT ALTURAS LAKE, AT THE T JUNCTION OF U.S. HIGHWAY 93 AND ROAD
 OZ0281'LEADING WEST TO ALTURAS LAKE, 127 1/2 FEET NORTH OF A FOREST SERVICE
 OZ0281'SIGN IN THE TRIANGLE FORMED BY THE ROAD AND THE HIGHWAY READING
 OZ0281'ALTURAS LAKE, 123 FEET NORTH OF THE CENTER LINE OF ALTURAS LAKE ROAD,
 OZ0281'54 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET WEST OF A
 OZ0281'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 OZ0281'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1485 ***********************************************************************
 RZ1485  DESIGNATION -  H 402
 RZ1485  PID         -  RZ1485
 RZ1485  STATE/COUNTY-  ID/NEZ PERCE
 RZ1485  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ1485
 RZ1485                         *CURRENT SURVEY CONTROL
 RZ1485  ___________________________________________________________________
 RZ1485* NAD 83(1986)-  46 22 43.     (N)    116 58 24.     (W)     SCALED    
 RZ1485* NAVD 88     -       446.806  (meters)    1465.90   (feet)  ADJUSTED  
 RZ1485  ___________________________________________________________________
 RZ1485  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 RZ1485  DYNAMIC HT  -         446.800 (meters)    1465.88  (feet)  COMP
 RZ1485  MODELED GRAV-     980,587.2   (mgal)                       NAVD 88
 RZ1485
 RZ1485  VERT ORDER  -  FIRST     CLASS II
 RZ1485
 RZ1485.The horizontal coordinates were scaled from a topographic map and have
 RZ1485.an estimated accuracy of +/- 6 seconds.
 RZ1485
 RZ1485.The orthometric height was determined by differential leveling
 RZ1485.and adjusted by the National Geodetic Survey in June 1991..
 RZ1485
 RZ1485.The geoid height was determined by GEOID03.
 RZ1485
 RZ1485.The dynamic height is computed by dividing the NAVD 88
 RZ1485.geopotential number by the normal gravity value computed on the
 RZ1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1485.degrees latitude (g = 980.6199 gals.).
 RZ1485
 RZ1485.The modeled gravity was interpolated from observed gravity values.
 RZ1485
 RZ1485;                    North         East    Units  Estimated Accuracy
 RZ1485;SPC ID W     -   524,250.      705,890.      MT  (+/- 180 meters Scaled)
 RZ1485
 RZ1485                          SUPERSEDED SURVEY CONTROL
 RZ1485
 RZ1485.No superseded survey control is available for this station.
 RZ1485
 RZ1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM020361(NAD 83)
 RZ1485_MARKER: I = METAL ROD
 RZ1485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1485_SP_SET: STAINLESS STEEL ROD
 RZ1485_STAMPING: H 402 1982
 RZ1485_MARK LOGO: NGS   
 RZ1485_PROJECTION: RECESSED 10 CENTIMETERS
 RZ1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1485_ROD/PIPE-DEPTH: 2.1  meters
 RZ1485
 RZ1485  HISTORY     - Date     Condition        Report By
 RZ1485  HISTORY     - 1982     MONUMENTED       NGS
 RZ1485
 RZ1485                          STATION DESCRIPTION
 RZ1485
 RZ1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1485'6.0 KM (3.7 MI) SE FROM LEWISTON.
 RZ1485'1.15 KM (0.7 MI) EAST ALONG MAIN STREET FROM THE COURTHOUSE IN
 RZ1485'LEWISTON, THENCE 4.85 KM (3.05 MI) SOUTHEAST ALONG COUNTY ROAD P2, 0.9
 RZ1485'METER (3 FT) NORTHWEST OF THE LEWISTON CITY LIBRARY FLAGPOLE, IN THE
 RZ1485'PLANTER BOX ON THE NORTHWEST CORNER OF THE INTERSECTION OF AIRWAY
 RZ1485'AVENUE, 4.5 METERS (15 FT) SOUTHWEST OF THE SOUTHWEST CURB OF COUNTY
 RZ1485'ROAD P2, 27.0 METERS (88.5 FT) SOUTHEAST OF THE EAST CORNER OF THE
 RZ1485'LIBRARY, 4.7 METERS (15.5 FT) NORTH OF THE NORTH CURB OF THE AVENUE,
 RZ1485'3.8 METERS (12.5 FT) NORTHEAST OF A WOODEN STREET LAMP POLE.
 RZ1485'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1505 ***********************************************************************
 RZ1505  DESIGNATION -  H 403
 RZ1505  PID         -  RZ1505
 RZ1505  STATE/COUNTY-  ID/NEZ PERCE
 RZ1505  USGS QUAD   -  CULDESAC SOUTH (1985)
 RZ1505
 RZ1505                         *CURRENT SURVEY CONTROL
 RZ1505  ___________________________________________________________________
 RZ1505* NAD 83(1986)-  46 21 21.     (N)    116 37 44.     (W)     SCALED    
 RZ1505* NAVD 88     -       598.993  (meters)    1965.20   (feet)  ADJUSTED  
 RZ1505  ___________________________________________________________________
 RZ1505  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 RZ1505  DYNAMIC HT  -         598.910 (meters)    1964.92  (feet)  COMP
 RZ1505  MODELED GRAV-     980,459.4   (mgal)                       NAVD 88
 RZ1505
 RZ1505  VERT ORDER  -  FIRST     CLASS II
 RZ1505
 RZ1505.The horizontal coordinates were scaled from a topographic map and have
 RZ1505.an estimated accuracy of +/- 6 seconds.
 RZ1505
 RZ1505.The orthometric height was determined by differential leveling
 RZ1505.and adjusted by the National Geodetic Survey in June 1991..
 RZ1505
 RZ1505.The geoid height was determined by GEOID03.
 RZ1505
 RZ1505.The dynamic height is computed by dividing the NAVD 88
 RZ1505.geopotential number by the normal gravity value computed on the
 RZ1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1505.degrees latitude (g = 980.6199 gals.).
 RZ1505
 RZ1505.The modeled gravity was interpolated from observed gravity values.
 RZ1505
 RZ1505;                    North         East    Units  Estimated Accuracy
 RZ1505;SPC ID W     -   521,370.      732,360.      MT  (+/- 180 meters Scaled)
 RZ1505
 RZ1505                          SUPERSEDED SURVEY CONTROL
 RZ1505
 RZ1505.No superseded survey control is available for this station.
 RZ1505
 RZ1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM285336(NAD 83)
 RZ1505_MARKER: DB = BENCH MARK DISK
 RZ1505_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1505_SP_SET: ROCK OUTCROP
 RZ1505_STAMPING: H 403 1982
 RZ1505_MARK LOGO: NGS   
 RZ1505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1505+STABILITY: POSITION/ELEVATION WELL
 RZ1505
 RZ1505  HISTORY     - Date     Condition        Report By
 RZ1505  HISTORY     - 1982     MONUMENTED       NGS
 RZ1505
 RZ1505                          STATION DESCRIPTION
 RZ1505
 RZ1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1505'4.4 KM (2.8 MI) SE FROM CULDESAC.
 RZ1505'4.45 KM (2.8 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF
 RZ1505'THE NORTH-SOUTH HIGHWAY IN CULDESAC, IN TOP OF AND 0.1 METER (0.3 FT)
 RZ1505'EAST OF THE WEST EDGE OF A 2- BY 2-FOOT TRIANGULAR SHELF OF ROCK AT
 RZ1505'THE BASE OF A HIGHWAY ROCK CUT, 0.25 KM (0.15 MI) SOUTHEAST OF THE
 RZ1505'BRIDGE OVER LAPWAI CREEK, 9.1 METERS (30 FT) NORTHEAST OF THE HIGHWAY
 RZ1505'CENTERLINE, 25.9 METERS (85 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 RZ1505'ROCK CUT, 12.2 METERS (40 FT) NORTHWEST OF MILEPOST 288, 0.3 METER (1
 RZ1505'FT) NORTH OF THE SOUTH EDGE OF THE ROCK SHELF.
 RZ1505'THE MARK IS 0.15 METERS  NW FROM A WITNESS POST.
 RZ1505'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1533 ***********************************************************************
 RZ1533  DESIGNATION -  H 404
 RZ1533  PID         -  RZ1533
 RZ1533  STATE/COUNTY-  ID/IDAHO
 RZ1533  USGS QUAD   -  COTTONWOOD (1981)
 RZ1533
 RZ1533                         *CURRENT SURVEY CONTROL
 RZ1533  ___________________________________________________________________
 RZ1533* NAD 83(1986)-  46 07 17.     (N)    116 21 11.     (W)     SCALED    
 RZ1533* NAVD 88     -      1094.574  (meters)    3591.11   (feet)  ADJUSTED  
 RZ1533  ___________________________________________________________________
 RZ1533  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 RZ1533  DYNAMIC HT  -        1094.371 (meters)    3590.45  (feet)  COMP
 RZ1533  MODELED GRAV-     980,391.5   (mgal)                       NAVD 88
 RZ1533
 RZ1533  VERT ORDER  -  FIRST     CLASS II
 RZ1533
 RZ1533.The horizontal coordinates were scaled from a topographic map and have
 RZ1533.an estimated accuracy of +/- 6 seconds.
 RZ1533
 RZ1533.The orthometric height was determined by differential leveling
 RZ1533.and adjusted by the National Geodetic Survey in June 1991..
 RZ1533
 RZ1533.The geoid height was determined by GEOID03.
 RZ1533
 RZ1533.The dynamic height is computed by dividing the NAVD 88
 RZ1533.geopotential number by the normal gravity value computed on the
 RZ1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1533.degrees latitude (g = 980.6199 gals.).
 RZ1533
 RZ1533.The modeled gravity was interpolated from observed gravity values.
 RZ1533
 RZ1533;                    North         East    Units  Estimated Accuracy
 RZ1533;SPC ID W     -   495,110.      753,390.      MT  (+/- 180 meters Scaled)
 RZ1533
 RZ1533                          SUPERSEDED SURVEY CONTROL
 RZ1533
 RZ1533.No superseded survey control is available for this station.
 RZ1533
 RZ1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM499077(NAD 83)
 RZ1533_MARKER: I = METAL ROD
 RZ1533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1533_SP_SET: STAINLESS STEEL ROD
 RZ1533_STAMPING: H 404 1982
 RZ1533_MARK LOGO: NGS   
 RZ1533_PROJECTION: FLUSH
 RZ1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1533_ROD/PIPE-DEPTH: 1.2  meters
 RZ1533
 RZ1533  HISTORY     - Date     Condition        Report By
 RZ1533  HISTORY     - 1982     MONUMENTED       NGS
 RZ1533
 RZ1533                          STATION DESCRIPTION
 RZ1533
 RZ1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1533'4.2 KM (2.6 MI) SE FROM FERDINAND.
 RZ1533'4.2 KM (2.6 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE CAMAS PRAIRIE
 RZ1533'RAILROAD OVERPASS BRIDGE IN FERDINAND, AT A FIELD ENTRANCE ROAD
 RZ1533'LEADING WEST, ACROSS THE HIGHWAY FROM A T-JUNCTION OF A GRAVEL ROAD
 RZ1533'LEADING EAST, 1.5 METERS (5 FT) NORTH OF A POWER POLE, 0.3 KM (0.2 MI)
 RZ1533'SOUTHEAST OF MILEPOST 260, 26.8 METERS (88 FT) SOUTHWEST OF THE
 RZ1533'HIGHWAY CENTERLINE, 17.7 METERS (58 FT) SOUTH OF THE EXTENDED CENTER
 RZ1533'OF THE ROAD, 3.0 METERS (10 FT) SOUTHWEST OF THE SOUTHEAST END OF A
 RZ1533'12-INCH CORRUGATED METAL PIPE CULVERT, 0.9 METER (3 FT) SOUTHEAST OF
 RZ1533'THE SOUTHEAST ANGLE IRON GATE POST, 0.45 METER (1.5 FT) NORTHEAST OF
 RZ1533'THE RIGHT OF WAY FENCE.
 RZ1533'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 RZ1533'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1016 ***********************************************************************
 RA1016  DESIGNATION -  H 405
 RA1016  PID         -  RA1016
 RA1016  STATE/COUNTY-  ID/IDAHO
 RA1016  USGS QUAD   -  WHITE BIRD HILL (1995)
 RA1016
 RA1016                         *CURRENT SURVEY CONTROL
 RA1016  ___________________________________________________________________
 RA1016* NAD 83(1986)-  45 50 44.     (N)    116 14 19.     (W)     SCALED    
 RA1016* NAVD 88     -      1295.409  (meters)    4250.02   (feet)  ADJUSTED  
 RA1016  ___________________________________________________________________
 RA1016  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 RA1016  DYNAMIC HT  -        1295.101 (meters)    4249.01  (feet)  COMP
 RA1016  MODELED GRAV-     980,331.9   (mgal)                       NAVD 88
 RA1016
 RA1016  VERT ORDER  -  FIRST     CLASS II
 RA1016
 RA1016.The horizontal coordinates were scaled from a topographic map and have
 RA1016.an estimated accuracy of +/- 6 seconds.
 RA1016
 RA1016.The orthometric height was determined by differential leveling
 RA1016.and adjusted by the National Geodetic Survey in June 1991..
 RA1016
 RA1016.The geoid height was determined by GEOID03.
 RA1016
 RA1016.The dynamic height is computed by dividing the NAVD 88
 RA1016.geopotential number by the normal gravity value computed on the
 RA1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1016.degrees latitude (g = 980.6199 gals.).
 RA1016
 RA1016.The modeled gravity was interpolated from observed gravity values.
 RA1016
 RA1016;                    North         East    Units  Estimated Accuracy
 RA1016;SPC ID W     -   464,390.      762,050.      MT  (+/- 180 meters Scaled)
 RA1016
 RA1016                          SUPERSEDED SURVEY CONTROL
 RA1016
 RA1016.No superseded survey control is available for this station.
 RA1016
 RA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL591771(NAD 83)
 RA1016_MARKER: DB = BENCH MARK DISK
 RA1016_SETTING: 66 = SET IN ROCK OUTCROP
 RA1016_SP_SET: ROCK OUTCROP
 RA1016_STAMPING: H 405 1982
 RA1016_MARK LOGO: NGS   
 RA1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1016+STABILITY: POSITION/ELEVATION WELL
 RA1016
 RA1016  HISTORY     - Date     Condition        Report By
 RA1016  HISTORY     - 1982     MONUMENTED       NGS
 RA1016
 RA1016                          STATION DESCRIPTION
 RA1016
 RA1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1016'12.7 KM (7.9 MI) SW FROM GRANGEVILLE.
 RA1016'12.7 KM (7.95 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE T-JUNCTION OF
 RA1016'STATE HIGHWAY 13 IN GRANGEVILLE, SET VERTICALLY 1.3 METERS (4.5 FT)
 RA1016'ABOVE THE GROUND IN THE MASSIVE EAST FACE OF A SMOOTH BROWN VOLCANIC
 RA1016'ROCK IN THE BEDROCK CUT AT THE WHITE BIRD HILL SUMMIT, 0.45 KM
 RA1016'(0.3 MI) NORTHWEST OF MILEPOST 231, 12.0 KM (7.5 MI) NORTHEAST OF THE
 RA1016'NORTH END OF THE BRIDGE OVER THE OLD HIGHWAY IN WHITE BIRD,
 RA1016'10.0 METERS (33 FT) SOUTHWEST OF THE SOUTHBOUND HIGHWAY CENTERLINE,
 RA1016'70.7 METERS (232 FT) NORTHWEST ACROSS THE HIGHWAY FROM THE NORTHWEST
 RA1016'END OF A CONCRETE GUARDRAIL.
 RA1016'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1042 ***********************************************************************
 RA1042  DESIGNATION -  H 406
 RA1042  PID         -  RA1042
 RA1042  STATE/COUNTY-  ID/IDAHO
 RA1042  USGS QUAD   -  RIGGINS (1964)
 RA1042
 RA1042                         *CURRENT SURVEY CONTROL
 RA1042  ___________________________________________________________________
 RA1042* NAD 83(1986)-  45 23 53.     (N)    116 19 57.     (W)     SCALED    
 RA1042* NAVD 88     -       563.995  (meters)    1850.37   (feet)  ADJUSTED  
 RA1042  ___________________________________________________________________
 RA1042  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 RA1042  DYNAMIC HT  -         563.865 (meters)    1849.95  (feet)  COMP
 RA1042  MODELED GRAV-     980,370.3   (mgal)                       NAVD 88
 RA1042
 RA1042  VERT ORDER  -  FIRST     CLASS II
 RA1042
 RA1042.The horizontal coordinates were scaled from a topographic map and have
 RA1042.an estimated accuracy of +/- 6 seconds.
 RA1042
 RA1042.The orthometric height was determined by differential leveling
 RA1042.and adjusted by the National Geodetic Survey in June 1991..
 RA1042
 RA1042.The geoid height was determined by GEOID03.
 RA1042
 RA1042.The dynamic height is computed by dividing the NAVD 88
 RA1042.geopotential number by the normal gravity value computed on the
 RA1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1042.degrees latitude (g = 980.6199 gals.).
 RA1042
 RA1042.The modeled gravity was interpolated from observed gravity values.
 RA1042
 RA1042;                    North         East    Units  Estimated Accuracy
 RA1042;SPC ID W     -   414,710.      754,390.      MT  (+/- 180 meters Scaled)
 RA1042
 RA1042                          SUPERSEDED SURVEY CONTROL
 RA1042
 RA1042.No superseded survey control is available for this station.
 RA1042
 RA1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL522273(NAD 83)
 RA1042_MARKER: DB = BENCH MARK DISK
 RA1042_SETTING: 66 = SET IN ROCK OUTCROP
 RA1042_SP_SET: ROCK OUTCROP
 RA1042_STAMPING: H 406 1982
 RA1042_MARK LOGO: NGS   
 RA1042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1042+STABILITY: POSITION/ELEVATION WELL
 RA1042
 RA1042  HISTORY     - Date     Condition        Report By
 RA1042  HISTORY     - 1982     MONUMENTED       NGS
 RA1042
 RA1042                          STATION DESCRIPTION
 RA1042
 RA1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1042'3.2 KM (2.0 MI) SOUTH FROM RIGGINS.
 RA1042'3.2 KM (2.0 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 RA1042'RIGGINS, IN TOP OF A SMALL LEDGE OF GRANITE BEDROCK ON THE NORTHWEST
 RA1042'EDGE OF A SMALL CANAL AT THE EAST END OF A STEEP RIDGE, 1.2 KM (0.75
 RA1042'MI) SOUTH OF THE CROSSING OF SQUAW CREEK, 0.55 KM (0.35 MI) NORTHEAST
 RA1042'OF MILEPOST 193, 13.7 METERS (45 FT) NORTHWEST OF THE HIGHWAY
 RA1042'CENTERLINE, 77.1 METERS (253 FT) NORTHEAST OF THE NORTH END OF A
 RA1042'36-INCH CORRUGATED METAL PIPE CULVERT, 27.8 METERS (91.5 FT) WEST
 RA1042'ACROSS THE HIGHWAY FROM A POWER POLE WITH A TRANSFORMER, 12.2 METERS
 RA1042'(40 FT) SOUTHWEST OF A UTILITY POLE ON THE HILLSIDE, 11.1 METERS (36.5
 RA1042'FT) WEST OF THE NORTHWEST END OF A 12-INCH CORRUGATED METAL PIPE
 RA1042'CULVERT, 1.2 METERS (4 FT) ABOVE THE CANAL FLOOR, 1.0 METER (3.5 FT)
 RA1042'NORTHWEST OF THE NORTHWEST EDGE OF THE CANAL.
 RA1042'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 RA1042'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1077 ***********************************************************************
 QB1077  DESIGNATION -  H 407
 QB1077  PID         -  QB1077
 QB1077  STATE/COUNTY-  ID/ADAMS
 QB1077  USGS QUAD   -  NEW MEADOWS (1986)
 QB1077
 QB1077                         *CURRENT SURVEY CONTROL
 QB1077  ___________________________________________________________________
 QB1077* NAD 83(1986)-  44 59 38.     (N)    116 20 48.     (W)     SCALED    
 QB1077* NAVD 88     -      1217.874  (meters)    3995.64   (feet)  ADJUSTED  
 QB1077  ___________________________________________________________________
 QB1077  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 QB1077  DYNAMIC HT  -        1217.425 (meters)    3994.17  (feet)  COMP
 QB1077  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 QB1077
 QB1077  VERT ORDER  -  FIRST     CLASS II
 QB1077
 QB1077.The horizontal coordinates were scaled from a topographic map and have
 QB1077.an estimated accuracy of +/- 6 seconds.
 QB1077
 QB1077.The orthometric height was determined by differential leveling
 QB1077.and adjusted by the National Geodetic Survey in June 1991..
 QB1077
 QB1077.The geoid height was determined by GEOID03.
 QB1077
 QB1077.The dynamic height is computed by dividing the NAVD 88
 QB1077.geopotential number by the normal gravity value computed on the
 QB1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1077.degrees latitude (g = 980.6199 gals.).
 QB1077
 QB1077.The modeled gravity was interpolated from observed gravity values.
 QB1077
 QB1077;                    North         East    Units  Estimated Accuracy
 QB1077;SPC ID W     -   369,800.      752,950.      MT  (+/- 180 meters Scaled)
 QB1077
 QB1077                          SUPERSEDED SURVEY CONTROL
 QB1077
 QB1077.No superseded survey control is available for this station.
 QB1077
 QB1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK514824(NAD 83)
 QB1077_MARKER: I = METAL ROD
 QB1077_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1077_SP_SET: STAINLESS STEEL ROD
 QB1077_STAMPING: H 407 1983
 QB1077_MARK LOGO: NGS   
 QB1077_PROJECTION: FLUSH
 QB1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1077_ROD/PIPE-DEPTH: 3.6  meters
 QB1077
 QB1077  HISTORY     - Date     Condition        Report By
 QB1077  HISTORY     - 1983     MONUMENTED       NGS
 QB1077
 QB1077                          STATION DESCRIPTION
 QB1077
 QB1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1077'5.7 KM (3.6 MI) WEST FROM NEW MEADOWS.
 QB1077'5.7 KM (3.6 MI) WEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 QB1077'HIGHWAY 55 IN NEW MEADOWS, 0.6 KM (0.4 MI) EAST OF MILEPOST 157, 0.15
 QB1077'KM (0.1 MI) WEST OF THE LITTLE MUD CREEK BRIDGE, 14.9 METERS (49 FT)
 QB1077'NORTH OF THE HIGHWAY CENTERLINE, 7.6 METERS (25 FT) SOUTHWEST OF THE
 QB1077'TOP EDGE OF THE SOUTHWEST BANK OF THE CREEK WHICH TURNS EAST AT THE
 QB1077'HIGHWAY, 2.4 METERS (8 FT) WEST OF POWER POLE 859, THE ROD WAS DRIVEN
 QB1077'TO REFUSAL AND IS BELIEVED IMBEDDED IN BEDROCK THAT IS VISIBLE IN THE
 QB1077'CREEK BED.
 QB1077'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 QB1077'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1103 ***********************************************************************
 QB1103  DESIGNATION -  H 408
 QB1103  PID         -  QB1103
 QB1103  STATE/COUNTY-  ID/ADAMS
 QB1103  USGS QUAD   -  COUNCIL (1986)
 QB1103
 QB1103                         *CURRENT SURVEY CONTROL
 QB1103  ___________________________________________________________________
 QB1103* NAD 83(1986)-  44 38 15.     (N)    116 27 03.     (W)     SCALED    
 QB1103* NAVD 88     -       993.787  (meters)    3260.45   (feet)  ADJUSTED  
 QB1103  ___________________________________________________________________
 QB1103  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 QB1103  DYNAMIC HT  -         993.492 (meters)    3259.48  (feet)  COMP
 QB1103  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 QB1103
 QB1103  VERT ORDER  -  FIRST     CLASS II
 QB1103
 QB1103.The horizontal coordinates were scaled from a topographic map and have
 QB1103.an estimated accuracy of +/- 6 seconds.
 QB1103
 QB1103.The orthometric height was determined by differential leveling
 QB1103.and adjusted by the National Geodetic Survey in June 1991..
 QB1103
 QB1103.The geoid height was determined by GEOID03.
 QB1103
 QB1103.The dynamic height is computed by dividing the NAVD 88
 QB1103.geopotential number by the normal gravity value computed on the
 QB1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1103.degrees latitude (g = 980.6199 gals.).
 QB1103
 QB1103.The modeled gravity was interpolated from observed gravity values.
 QB1103
 QB1103;                    North         East    Units  Estimated Accuracy
 QB1103;SPC ID W     -   330,260.      744,400.      MT  (+/- 180 meters Scaled)
 QB1103
 QB1103                          SUPERSEDED SURVEY CONTROL
 QB1103
 QB1103.No superseded survey control is available for this station.
 QB1103
 QB1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK435428(NAD 83)
 QB1103_MARKER: I = METAL ROD
 QB1103_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1103_SP_SET: STAINLESS STEEL ROD
 QB1103_STAMPING: H 408 1983
 QB1103_MARK LOGO: NGS   
 QB1103_PROJECTION: FLUSH
 QB1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1103_ROD/PIPE-DEPTH: 1.8  meters
 QB1103
 QB1103  HISTORY     - Date     Condition        Report By
 QB1103  HISTORY     - 1983     MONUMENTED       NGS
 QB1103
 QB1103                          STATION DESCRIPTION
 QB1103
 QB1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1103'10.3 KM (6.5 MI) SOUTH FROM COUNCIL.
 QB1103'10.35 KM (6.5 MI) SOUTH ALONG US HIGHWAY 95 FROM THE HIGH SCHOOL IN
 QB1103'COUNCIL, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 128, AT THE SOUTHEAST
 QB1103'END OF A LONG ALLUVIAL CUT, 36.6 METERS (120 FT) SOUTHWEST OF THE
 QB1103'CENTERLINE OF THE HIGHWAY, 23.4 METERS (77 FT) SOUTHEAST OF A BRACED
 QB1103'3-INCH ANGLE IRON FENCE POST, 0.3 METER (1 FT) NORTHEAST OF A FENCE.
 QB1103'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 QB1103'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0762 ***********************************************************************
 OY0762  DESIGNATION -  H 409
 OY0762  PID         -  OY0762
 OY0762  STATE/COUNTY-  ID/BINGHAM
 OY0762  USGS QUAD   -  FIRTH (1979)
 OY0762
 OY0762                         *CURRENT SURVEY CONTROL
 OY0762  ___________________________________________________________________
 OY0762* NAD 83(1986)-  43 19 58.     (N)    112 09 36.     (W)     SCALED    
 OY0762* NAVD 88     -      1401.090  (meters)    4596.74   (feet)  ADJUSTED  
 OY0762  ___________________________________________________________________
 OY0762  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 OY0762  DYNAMIC HT  -        1400.330 (meters)    4594.25  (feet)  COMP
 OY0762  MODELED GRAV-     980,028.5   (mgal)                       NAVD 88
 OY0762
 OY0762  VERT ORDER  -  FIRST     CLASS II
 OY0762
 OY0762.The horizontal coordinates were scaled from a topographic map and have
 OY0762.an estimated accuracy of +/- 6 seconds.
 OY0762
 OY0762.The orthometric height was determined by differential leveling
 OY0762.and adjusted by the National Geodetic Survey in June 1991..
 OY0762
 OY0762.The geoid height was determined by GEOID03.
 OY0762
 OY0762.The dynamic height is computed by dividing the NAVD 88
 OY0762.geopotential number by the normal gravity value computed on the
 OY0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0762.degrees latitude (g = 980.6199 gals.).
 OY0762
 OY0762.The modeled gravity was interpolated from observed gravity values.
 OY0762
 OY0762;                    North         East    Units  Estimated Accuracy
 OY0762;SPC ID E     -   185,070.      200,540.      MT  (+/- 180 meters Scaled)
 OY0762
 OY0762                          SUPERSEDED SURVEY CONTROL
 OY0762
 OY0762  NGVD 29 (08/20/92) 1400.013  (m)         4593.21   (f) ADJUSTED    1 2
 OY0762
 OY0762.Superseded values are not recommended for survey control.
 OY0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0762.See file dsdata.txt to determine how the superseded data were derived.
 OY0762
 OY0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN059984(NAD 83)
 OY0762_MARKER: I = METAL ROD
 OY0762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY0762_SP_SET: STAINLESS STEEL ROD
 OY0762_STAMPING: H 409 1983
 OY0762_MARK LOGO: NGS   
 OY0762_PROJECTION: FLUSH
 OY0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0762_ROD/PIPE-DEPTH: 4.3  meters
 OY0762
 OY0762  HISTORY     - Date     Condition        Report By
 OY0762  HISTORY     - 1983     MONUMENTED       NGS
 OY0762
 OY0762                          STATION DESCRIPTION
 OY0762
 OY0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OY0762'3.6 KM (2.25 MI) NE FROM FIRTH.
 OY0762'3.6 KM (2.25 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0762'THE POST OFFICE IN FIRTH, 0.4 KM (0.25 MI) SOUTHWEST OF MILEPOST 172,
 OY0762'57.0 METERS (187.0 FT) SOUTHWEST OF THE CENTER OF A PRIVATE ROAD
 OY0762'CROSSING, 17.4 METERS (57.1 FT) NORTHWEST OF A FENCE, 12.4 METERS
 OY0762'(40.7 FT) SOUTHEAST OF THE NEAR RAIL, AND 1.0 METER (3.3 FT) SOUTHWEST
 OY0762'OF A UTILITY POLE WITH ONE GUY WIRE.  ACCESS TO THE DATUM POINT IS
 OY0762'THROUGH A 5-INCH LOGO CAP.
 OY0762'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 OY0762'THE MARK IS 1.5 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0460 ***********************************************************************
 QA0460  DESIGNATION -  H 41
 QA0460  PID         -  QA0460
 QA0460  STATE/COUNTY-  ID/BOISE
 QA0460  USGS QUAD   -  PINE FLAT (1972)
 QA0460
 QA0460                         *CURRENT SURVEY CONTROL
 QA0460  ___________________________________________________________________
 QA0460* NAD 83(1986)-  44 04 46.     (N)    115 39 29.     (W)     SCALED    
 QA0460* NAVD 88     -      1125.481  (meters)    3692.52   (feet)  ADJUSTED  
 QA0460  ___________________________________________________________________
 QA0460  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 QA0460  DYNAMIC HT  -        1124.950 (meters)    3690.77  (feet)  COMP
 QA0460  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 QA0460
 QA0460  VERT ORDER  -  SECOND    CLASS 0
 QA0460
 QA0460.The horizontal coordinates were scaled from a topographic map and have
 QA0460.an estimated accuracy of +/- 6 seconds.
 QA0460
 QA0460.The orthometric height was determined by differential leveling
 QA0460.and adjusted by the National Geodetic Survey in June 1991..
 QA0460
 QA0460.The geoid height was determined by GEOID03.
 QA0460
 QA0460.The dynamic height is computed by dividing the NAVD 88
 QA0460.geopotential number by the normal gravity value computed on the
 QA0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0460.degrees latitude (g = 980.6199 gals.).
 QA0460
 QA0460.The modeled gravity was interpolated from observed gravity values.
 QA0460
 QA0460;                    North         East    Units  Estimated Accuracy
 QA0460;SPC ID W     -   268,020.      807,360.      MT  (+/- 180 meters Scaled)
 QA0460
 QA0460                          SUPERSEDED SURVEY CONTROL
 QA0460
 QA0460  NGVD 29 (??/??/92) 1124.332  (m)         3688.75   (f) ADJ UNCH    2 0
 QA0460
 QA0460.Superseded values are not recommended for survey control.
 QA0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0460.See file dsdata.txt to determine how the superseded data were derived.
 QA0460
 QA0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ074815(NAD 83)
 QA0460_MARKER: DD = SURVEY DISK
 QA0460_SETTING: 80 = SET IN A BOULDER
 QA0460_SP_SET: BOULDER
 QA0460_STAMPING: H 41 1933
 QA0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0460+STABILITY: SURFACE MOTION
 QA0460
 QA0460  HISTORY     - Date     Condition        Report By
 QA0460  HISTORY     - 1933     MONUMENTED       USGS
 QA0460  HISTORY     - 1969     MARK NOT FOUND   NGS
 QA0460
 QA0460                          STATION DESCRIPTION
 QA0460
 QA0460'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0460'3.4 MI W FROM LOWMAN.
 QA0460'4.2 MILES WEST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT LOWMAN,
 QA0460'BOISE COUNTY, AT THE JUNCTION OF DEADWOOD AND SOUTH FORK PAYETTE
 QA0460'RIVERS, 86 FEET EAST OF THE CENTER OF THE EAST END OF A BRIDGE OVER
 QA0460'DEADWOOD RIVER, 28 FEET SOUTH OF THE CENTER OF A CURVE, IN THE TOP OF
 QA0460'A LARGE FLAT GRANITE BOULDER, AND 3 FEET HIGHER THAN THE HIGHWAY.  A
 QA0460'U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 41 1933.
 QA0460
 QA0460                          STATION RECOVERY (1969)
 QA0460
 QA0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QA0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0332 ***********************************************************************
 QY0332  DESIGNATION -  H 41
 QY0332  PID         -  QY0332
 QY0332  STATE/COUNTY-  ID/LEMHI
 QY0332  USGS QUAD   -  SALMON (1989)
 QY0332
 QY0332                         *CURRENT SURVEY CONTROL
 QY0332  ___________________________________________________________________
 QY0332* NAD 83(1986)-  45 11 57.     (N)    113 53 54.     (W)     SCALED    
 QY0332* NAVD 88     -      1193.060  (meters)    3914.23   (feet)  ADJUSTED  
 QY0332  ___________________________________________________________________
 QY0332  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 QY0332  DYNAMIC HT  -        1192.585 (meters)    3912.67  (feet)  COMP
 QY0332  MODELED GRAV-     980,178.8   (mgal)                       NAVD 88
 QY0332
 QY0332  VERT ORDER  -  FIRST     CLASS II
 QY0332
 QY0332.The horizontal coordinates were scaled from a topographic map and have
 QY0332.an estimated accuracy of +/- 6 seconds.
 QY0332
 QY0332.The orthometric height was determined by differential leveling
 QY0332.and adjusted by the National Geodetic Survey in June 1991..
 QY0332.WARNING-Repeat measurements at this control monument indicate possible
 QY0332.vertical movement.
 QY0332
 QY0332.The geoid height was determined by GEOID03.
 QY0332
 QY0332.The dynamic height is computed by dividing the NAVD 88
 QY0332.geopotential number by the normal gravity value computed on the
 QY0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0332.degrees latitude (g = 980.6199 gals.).
 QY0332
 QY0332.The modeled gravity was interpolated from observed gravity values.
 QY0332
 QY0332;                    North         East    Units  Estimated Accuracy
 QY0332;SPC ID C     -   392,450.      507,990.      MT  (+/- 180 meters Scaled)
 QY0332
 QY0332                          SUPERSEDED SURVEY CONTROL
 QY0332
 QY0332  NGVD 29 (??/??/92) 1191.880  (m)         3910.36   (f) ADJ UNCH    1 2
 QY0332
 QY0332.Superseded values are not recommended for survey control.
 QY0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0332.See file dsdata.txt to determine how the superseded data were derived.
 QY0332
 QY0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR723091(NAD 83)
 QY0332_MARKER: DB = BENCH MARK DISK
 QY0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0332_STAMPING: H 41 1934
 QY0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0332+STABILITY: SURFACE MOTION
 QY0332
 QY0332  HISTORY     - Date     Condition        Report By
 QY0332  HISTORY     - 1934     MONUMENTED       CGS
 QY0332  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 QY0332
 QY0332                          STATION DESCRIPTION
 QY0332
 QY0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0332'1.6 MI N FROM SALMON.
 QY0332'1.6 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE COURTHOUSE AT SALMON,
 QY0332'LEMHI COUNTY, ABOUT 650 FEET SOUTH OF A FARMHOUSE ON THE EAST SIDE OF
 QY0332'THE HIGHWAY, 150 FEET EAST OF A SMALL TULE SWAMP, 40 FEET EAST OF THE
 QY0332'CENTERLINE OF THE HIGHWAY, AND 6 FEET EAST OF THE FENCE.  A STANDARD
 QY0332'DISK, STAMPED H 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QY0332
 QY0332                          STATION RECOVERY (1997)
 QY0332
 QY0332'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0746 ***********************************************************************
 PY0746  DESIGNATION -  H 410
 PY0746  PID         -  PY0746
 PY0746  STATE/COUNTY-  ID/FREMONT
 PY0746  USGS QUAD   -  LOOKOUT BUTTE (1965)
 PY0746
 PY0746                         *CURRENT SURVEY CONTROL
 PY0746  ___________________________________________________________________
 PY0746* NAD 83(1986)-  44 10 27.     (N)    111 25 41.     (W)     SCALED    
 PY0746* NAVD 88     -      1921.490  (meters)    6304.09   (feet)  ADJUSTED  
 PY0746  ___________________________________________________________________
 PY0746  GEOID HEIGHT-         -10.14  (meters)                     GEOID03
 PY0746  DYNAMIC HT  -        1920.410 (meters)    6300.55  (feet)  COMP
 PY0746  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 PY0746
 PY0746  VERT ORDER  -  FIRST     CLASS II
 PY0746
 PY0746.The horizontal coordinates were scaled from a topographic map and have
 PY0746.an estimated accuracy of +/- 6 seconds.
 PY0746
 PY0746.The orthometric height was determined by differential leveling
 PY0746.and adjusted by the National Geodetic Survey in June 1991..
 PY0746
 PY0746.The geoid height was determined by GEOID03.
 PY0746
 PY0746.The dynamic height is computed by dividing the NAVD 88
 PY0746.geopotential number by the normal gravity value computed on the
 PY0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0746.degrees latitude (g = 980.6199 gals.).
 PY0746
 PY0746.The modeled gravity was interpolated from observed gravity values.
 PY0746
 PY0746;                    North         East    Units  Estimated Accuracy
 PY0746;SPC ID E     -   278,810.      259,070.      MT  (+/- 180 meters Scaled)
 PY0746
 PY0746                          SUPERSEDED SURVEY CONTROL
 PY0746
 PY0746  NGVD 29 (08/20/92) 1920.340  (m)         6300.32   (f) ADJUSTED    1 2
 PY0746
 PY0746.Superseded values are not recommended for survey control.
 PY0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0746.See file dsdata.txt to determine how the superseded data were derived.
 PY0746
 PY0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP657913(NAD 83)
 PY0746_MARKER: DB = BENCH MARK DISK
 PY0746_SETTING: 66 = SET IN ROCK OUTCROP
 PY0746_SP_SET: ROCK OUTCROP
 PY0746_STAMPING: H 410 1983
 PY0746_MARK LOGO: NGS   
 PY0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0746
 PY0746  HISTORY     - Date     Condition        Report By
 PY0746  HISTORY     - 1983     MONUMENTED       NGS
 PY0746
 PY0746                          STATION DESCRIPTION
 PY0746
 PY0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0746'12.6 KM (7.85 MI) NE FROM ASHTON.
 PY0746'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 47 FROM THE UNION PACIFIC
 PY0746'RAILROAD STATION IN ASHTON, THENCE 12.2 KM (7.6 MI) NORTHEASTERLY
 PY0746'ALONG U.S. HIGHWAY 20, 0.4 KM (0.25 MI) NORTHEAST OF THE INTERSECTION
 PY0746'OF ANDERSON MILL AND CANYON ROAD, 0.2 KM (0.1 MI) NORTH OF MILEPOST
 PY0746'368, IN THE CENTER OF A 3 BY 3 FT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 PY0746'CUT, 30.5 METERS (100.1 FT) NORTH OF THE NORTH END OF A GUARD RAIL,
 PY0746'30.0 METERS (98.4 FT) NORTH OF THE SOUTH END OF THE HIGHWAY CUT AND
 PY0746'6.6 METERS (21.7 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 PY0746'OF THE HIGHWAY.
 PY0746'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 PY0746'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0719 ***********************************************************************
 PY0719  DESIGNATION -  H 411
 PY0719  PID         -  PY0719
 PY0719  STATE/COUNTY-  ID/FREMONT
 PY0719  USGS QUAD   -  BIG SPRINGS (1964)
 PY0719
 PY0719                         *CURRENT SURVEY CONTROL
 PY0719  ___________________________________________________________________
 PY0719* NAD 83(1986)-  44 35 22.     (N)    111 20 09.     (W)     SCALED    
 PY0719* NAVD 88     -      1968.642  (meters)    6458.79   (feet)  ADJUSTED  
 PY0719  ___________________________________________________________________
 PY0719  GEOID HEIGHT-          -9.01  (meters)                     GEOID03
 PY0719  DYNAMIC HT  -        1967.542 (meters)    6455.18  (feet)  COMP
 PY0719  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 PY0719
 PY0719  VERT ORDER  -  FIRST     CLASS II
 PY0719
 PY0719.The horizontal coordinates were scaled from a topographic map and have
 PY0719.an estimated accuracy of +/- 6 seconds.
 PY0719
 PY0719.The orthometric height was determined by differential leveling
 PY0719.and adjusted by the National Geodetic Survey in June 1991..
 PY0719
 PY0719.The geoid height was determined by GEOID03.
 PY0719
 PY0719.The dynamic height is computed by dividing the NAVD 88
 PY0719.geopotential number by the normal gravity value computed on the
 PY0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0719.degrees latitude (g = 980.6199 gals.).
 PY0719
 PY0719.The modeled gravity was interpolated from observed gravity values.
 PY0719
 PY0719;                    North         East    Units  Estimated Accuracy
 PY0719;SPC ID E     -   325,030.      265,970.      MT  (+/- 180 meters Scaled)
 PY0719
 PY0719                          SUPERSEDED SURVEY CONTROL
 PY0719
 PY0719  NGVD 29 (08/20/92) 1967.417  (m)         6454.77   (f) ADJUSTED    1 2
 PY0719
 PY0719.Superseded values are not recommended for survey control.
 PY0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0719.See file dsdata.txt to determine how the superseded data were derived.
 PY0719
 PY0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ733373(NAD 83)
 PY0719_MARKER: I = METAL ROD
 PY0719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0719_SP_SET: STAINLESS STEEL ROD
 PY0719_STAMPING: H 411 1983
 PY0719_MARK LOGO: NGS   
 PY0719_PROJECTION: FLUSH
 PY0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0719_ROD/PIPE-DEPTH: 20.8 meters
 PY0719
 PY0719  HISTORY     - Date     Condition        Report By
 PY0719  HISTORY     - 1983     MONUMENTED       NGS
 PY0719
 PY0719                          STATION DESCRIPTION
 PY0719
 PY0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0719'27.1 KM (16.85 MI) SW FROM WEST YELLOWSTONE MONTANA.
 PY0719'27.1 KM (16.85 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 20 FROM THE MUSEUM
 PY0719'OF THE YELLOWSTONE IN WEST YELLOWSTONE, 0.5 KM (0.3 MI) NORTH OF THE
 PY0719'CENTER OF HENRYS LAKE OUTLET, 88.5 METERS (290.FT) NORTH OF MILEPOST
 PY0719'399, 30.0 METERS (98.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 14.0
 PY0719'METERS (45.9 FT) NORTH OF THE CENTER OF MEADOW CREEK ROAD, AND 4.2
 PY0719'METERS (13.8 FT) NORTH OF A FENCE CORNER.  ACCESS TO THE DATUM POINT
 PY0719'IS THROUGH A 5-INCH LOGO CAP.
 PY0719'THE MARK IS 0.3 METERS  N FROM  WITNESS POST AND FENCE
 PY0719'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1132 ***********************************************************************
 QB1132  CBN         -  This is a Cooperative Base Network Control Station.
 QB1132  DESIGNATION -  H 412
 QB1132  PID         -  QB1132
 QB1132  STATE/COUNTY-  ID/PAYETTE
 QB1132  USGS QUAD   -  PAYETTE (1974)
 QB1132
 QB1132                         *CURRENT SURVEY CONTROL
 QB1132  ___________________________________________________________________
 QB1132* NAD 83(1999)-  44 07 07.32658(N)    116 54 41.47803(W)     ADJUSTED  
 QB1132* NAVD 88     -       650.310  (meters)    2133.56   (feet)  ADJUSTED  
 QB1132  ___________________________________________________________________
 QB1132  X           -  -2,076,031.355 (meters)                     COMP
 QB1132  Y           -  -4,090,042.693 (meters)                     COMP
 QB1132  Z           -   4,418,010.257 (meters)                     COMP
 QB1132  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 QB1132  ELLIP HEIGHT-         632.78  (meters)          (09/01/00) GPS OBS
 QB1132  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 QB1132  DYNAMIC HT  -         650.126 (meters)    2132.96  (feet)  COMP
 QB1132  MODELED GRAV-     980,315.2   (mgal)                       NAVD 88
 QB1132
 QB1132  HORZ ORDER  -  A
 QB1132  VERT ORDER  -  FIRST     CLASS II
 QB1132  ELLP ORDER  -  THIRD     CLASS I
 QB1132
 QB1132.The horizontal coordinates were established by GPS observations
 QB1132.and adjusted by the National Geodetic Survey in September 2000..
 QB1132.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QB1132.DATUM ITEM on the data sheet items page.
 QB1132
 QB1132.The orthometric height was determined by differential leveling
 QB1132.and adjusted by the National Geodetic Survey in June 1991..
 QB1132
 QB1132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QB1132
 QB1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1132
 QB1132.The ellipsoidal height was determined by GPS observations
 QB1132.and is referenced to NAD 83.
 QB1132
 QB1132.The geoid height was determined by GEOID03.
 QB1132
 QB1132.The dynamic height is computed by dividing the NAVD 88
 QB1132.geopotential number by the normal gravity value computed on the
 QB1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1132.degrees latitude (g = 980.6199 gals.).
 QB1132
 QB1132.The modeled gravity was interpolated from observed gravity values.
 QB1132
 QB1132;                    North         East     Units Scale Factor Converg.
 QB1132;SPC ID W     -   273,036.107   707,030.696   MT  1.00003960   -0 48 31.1
 QB1132;UTM  11      - 4,885,060.734   507,079.513   MT  0.99960062   +0 03 41.7
 QB1132
 QB1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1132!SPC ID W     -   0.99990079  x   1.00003960  =   0.99994038
 QB1132!UTM  11      -   0.99990079  x   0.99960062  =   0.99950145
 QB1132
 QB1132                          SUPERSEDED SURVEY CONTROL
 QB1132
 QB1132  NAVD 88 (09/01/00)  650.31   (m)         2133.6    (f) LEVELING    3  
 QB1132
 QB1132.Superseded values are not recommended for survey control.
 QB1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1132.See file dsdata.txt to determine how the superseded data were derived.
 QB1132
 QB1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0708085061(NAD 83)
 QB1132_MARKER: I = METAL ROD
 QB1132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1132_SP_SET: STAINLESS STEEL ROD
 QB1132_STAMPING: H 412 1983
 QB1132_MARK LOGO: NGS   
 QB1132_PROJECTION: PROJECTING 5 CENTIMETERS
 QB1132_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB1132+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 QB1132_ROD/PIPE-DEPTH: 4.8  meters
 QB1132
 QB1132  HISTORY     - Date     Condition        Report By
 QB1132  HISTORY     - 1983     MONUMENTED       NGS
 QB1132  HISTORY     - 19990616 GOOD             NVGPS
 QB1132  HISTORY     - 20041106 GOOD             DJC
 QB1132
 QB1132                          STATION DESCRIPTION
 QB1132
 QB1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1132'4.8 KM (3.0 MI) NE FROM PAYETTE.
 QB1132'2.8 KM (1.75 MI) NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 QB1132'STATION IN PAYETTE, THENCE 2.05 KM (1.3 MI) NORTHEAST ALONG US HIGHWAY
 QB1132'95, 0.55 KM (0.35 MI) SOUTHWEST OF MILEPOST 72, 24.5 METERS (80.5 FT)
 QB1132'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 86.2 METERS (283 FT)
 QB1132'SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CANAL
 QB1132'SIPHON, 29.2 METERS (96 FT) SOUTHEAST OF THE TOP EDGE OF THE SOUTHEAST
 QB1132'BANK OF THE CANAL.
 QB1132'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 QB1132'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 QB1132
 QB1132                          STATION RECOVERY (1999)
 QB1132
 QB1132'RECOVERY NOTE BY NORTH VALLEYS GPS SERVICES 1999 (RLJ)
 QB1132'MARK IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTHEAST OF PAYETTE ALONG THE
 QB1132'NORTHWEST SIDE OF U.S. HIGHWAY 95.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 QB1132'REACHED FROM THE POST OFFICE IN PAYETTE, GO EAST ON CENTER STREET FOR
 QB1132'0.76 KM (0.45 MI) TO THE JUNCTION OF U.S. HIGHWAY 95.  TURN LEFT AND
 QB1132'GO NORTHEAST ON U.S. HIGHWAY 95 FOR 4.75 KM (2.95 MI) TO MILEPOST 71.
 QB1132'CONTINUE NORTHEAST ON U.S. HIGHWAY 95 FOR 1.05 KM (0.65 MI) TO THE
 QB1132'MARK ON THE LEFT AS DESCRIBED.  IT IS 24.5 M (80.4 FT) NORTHWEST FROM
 QB1132'THE HIGHWAY CENTERLINE, 86.2 M (282.8 FT) SOUTHWEST OF THE SOUTHWEST
 QB1132'END OF THE NORTHWEST HEADWALL FOR A CANAL, 0.5 M (1.6 FT) NORTHEAST
 QB1132'FROM A FIBERGLASS WITNESS POST AND ABOUT 2.0 M (6.6 FT) BELOW THE
 QB1132'HIGHWAY.
 QB1132
 QB1132                          STATION RECOVERY (2004)
 QB1132
 QB1132'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 QB1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0831 ***********************************************************************
 OZ0831  DESIGNATION -  H 413
 OZ0831  PID         -  OZ0831
 OZ0831  STATE/COUNTY-  ID/ELMORE
 OZ0831  USGS QUAD   -  KING HILL (1986)
 OZ0831
 OZ0831                         *CURRENT SURVEY CONTROL
 OZ0831  ___________________________________________________________________
 OZ0831* NAD 83(1986)-  43 00 02.     (N)    115 10 51.     (W)     SCALED    
 OZ0831* NAVD 88     -       770.674  (meters)    2528.45   (feet)  ADJUSTED  
 OZ0831  ___________________________________________________________________
 OZ0831  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 OZ0831  DYNAMIC HT  -         770.349 (meters)    2527.39  (feet)  COMP
 OZ0831  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 OZ0831
 OZ0831  VERT ORDER  -  FIRST     CLASS II
 OZ0831
 OZ0831.The horizontal coordinates were scaled from a topographic map and have
 OZ0831.an estimated accuracy of +/- 6 seconds.
 OZ0831
 OZ0831.The orthometric height was determined by differential leveling
 OZ0831.and adjusted by the National Geodetic Survey in June 1991..
 OZ0831
 OZ0831.The geoid height was determined by GEOID03.
 OZ0831
 OZ0831.The dynamic height is computed by dividing the NAVD 88
 OZ0831.geopotential number by the normal gravity value computed on the
 OZ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0831.degrees latitude (g = 980.6199 gals.).
 OZ0831
 OZ0831.The modeled gravity was interpolated from observed gravity values.
 OZ0831
 OZ0831;                    North         East    Units  Estimated Accuracy
 OZ0831;SPC ID W     -   148,320.      846,410.      MT  (+/- 180 meters Scaled)
 OZ0831
 OZ0831                          SUPERSEDED SURVEY CONTROL
 OZ0831
 OZ0831.No superseded survey control is available for this station.
 OZ0831
 OZ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH482624(NAD 83)
 OZ0831_MARKER: DB = BENCH MARK DISK
 OZ0831_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OZ0831_SP_SET: BRIDGE ABUTMENT
 OZ0831_STAMPING: H 413 1983
 OZ0831_MARK LOGO: NGS   
 OZ0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0831
 OZ0831  HISTORY     - Date     Condition        Report By
 OZ0831  HISTORY     - 1983     MONUMENTED       NGS
 OZ0831
 OZ0831                          STATION DESCRIPTION
 OZ0831
 OZ0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OZ0831'1.9 KM (1.2 MI) SE FROM KING HILL.
 OZ0831'1.95 KM (1.2 MI) SOUTHEAST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE
 OZ0831'POST OFFICE IN KING HILL, IN TOP OF AND 0.3 METER (1 FT) SOUTH OF THE
 OZ0831'NORTH END OF THE LOWER SHELF OF THE EAST ABUTMENT FOR THE RAILROAD
 OZ0831'BRIDGE OVER CLOVER CREEK, 0.7 KM (0.45 MI) NORTH OF MILEPOST 158, 49.2
 OZ0831'METERS (161.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.4 METERS (14.5
 OZ0831'FT) NORTH OF THE NORTH RAIL OF THE NORTH TRACKS AND 2.3 METERS (7.5
 OZ0831'FT) BELOW THE TRACKS.
 OZ0831'THE MARK IS 3.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0826 ***********************************************************************
 NV0826  DESIGNATION -  H 414
 NV0826  PID         -  NV0826
 NV0826  STATE/COUNTY-  ID/LINCOLN
 NV0826  USGS QUAD   -  SHOSHONE (1992)
 NV0826
 NV0826                         *CURRENT SURVEY CONTROL
 NV0826  ___________________________________________________________________
 NV0826* NAD 83(1986)-  42 56 34.     (N)    114 27 38.     (W)     SCALED    
 NV0826* NAVD 88     -      1190.630  (meters)    3906.26   (feet)  ADJUSTED  
 NV0826  ___________________________________________________________________
 NV0826  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 NV0826  DYNAMIC HT  -        1190.044 (meters)    3904.34  (feet)  COMP
 NV0826  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 NV0826
 NV0826  VERT ORDER  -  FIRST     CLASS II
 NV0826
 NV0826.The horizontal coordinates were scaled from a topographic map and have
 NV0826.an estimated accuracy of +/- 6 seconds.
 NV0826
 NV0826.The orthometric height was determined by differential leveling
 NV0826.and adjusted by the National Geodetic Survey in June 1991..
 NV0826
 NV0826.The geoid height was determined by GEOID03.
 NV0826
 NV0826.The dynamic height is computed by dividing the NAVD 88
 NV0826.geopotential number by the normal gravity value computed on the
 NV0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0826.degrees latitude (g = 980.6199 gals.).
 NV0826
 NV0826.The modeled gravity was interpolated from observed gravity values.
 NV0826
 NV0826;                    North         East    Units  Estimated Accuracy
 NV0826;SPC ID C     -   141,850.      462,410.      MT  (+/- 180 meters Scaled)
 NV0826
 NV0826                          SUPERSEDED SURVEY CONTROL
 NV0826
 NV0826.No superseded survey control is available for this station.
 NV0826
 NV0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH071575(NAD 83)
 NV0826_MARKER: DB = BENCH MARK DISK
 NV0826_SETTING: 66 = SET IN ROCK OUTCROP
 NV0826_SP_SET: ROCK OUTCROP
 NV0826_STAMPING: H 414 1983
 NV0826_MARK LOGO: NGS   
 NV0826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0826+STABILITY: POSITION/ELEVATION WELL
 NV0826
 NV0826  HISTORY     - Date     Condition        Report By
 NV0826  HISTORY     - 1983     MONUMENTED       NGS
 NV0826
 NV0826                          STATION DESCRIPTION
 NV0826
 NV0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0826'4.7 KM (2.9 MI) WEST FROM SHOSHONE.
 NV0826'4.75 KM (2.95 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF U.S.
 NV0826'HIGHWAY 93 AT SHOSHONE, 73.5 METERS (241 FT) NORTHWEST ACROSS THE
 NV0826'HIGHWAY FROM MILEPOST 163, IN TOP OF AND 1.0 METER (3 FT) WEST OF THE
 NV0826'EAST EDGE OF A 15 BY 20 FOOT PORTION OF VOLCANIC ROCK OUTCROP FLUSH
 NV0826'WITH THE SURFACE OF THE GROUND, 0.1 KM (0.05 MI) EAST OF THE
 NV0826'INTERSECTION OF TWO DIRT ROADS, 63.1 METERS (207 FT) NORTH OF THE
 NV0826'HIGHWAY CENTERLINE, 71.3 METERS (234 FT) EAST OF THE NORTHEAST CORNER
 NV0826'OF A CATTLE GUARD, 21.3 METERS (70 FT) SOUTH OF THE CENTER OF A DIRT
 NV0826'ROAD, 2.4 METERS (8 FT) NORTH OF THE RIGHT OF WAY FENCE AND 1.8 METERS
 NV0826'(6 FT) NORTH OF THE SOUTH EDGE OF THE OUTCROP.
 NV0826'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NV0826'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1135 ***********************************************************************
 OH1135  DESIGNATION -  H 415
 OH1135  PID         -  OH1135
 OH1135  STATE/COUNTY-  ID/ADA
 OH1135  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH1135
 OH1135                         *CURRENT SURVEY CONTROL
 OH1135  ___________________________________________________________________
 OH1135* NAD 83(1986)-  43 24 02.     (N)    116 00 47.     (W)     SCALED    
 OH1135* NAVD 88     -      1032.470  (meters)    3387.36   (feet)  ADJUSTED  
 OH1135  ___________________________________________________________________
 OH1135  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 OH1135  DYNAMIC HT  -        1032.008 (meters)    3385.85  (feet)  COMP
 OH1135  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 OH1135
 OH1135  VERT ORDER  -  FIRST     CLASS II
 OH1135
 OH1135.The horizontal coordinates were scaled from a topographic map and have
 OH1135.an estimated accuracy of +/- 6 seconds.
 OH1135
 OH1135.The orthometric height was determined by differential leveling
 OH1135.and adjusted by the National Geodetic Survey in January 1993..
 OH1135
 OH1135.The geoid height was determined by GEOID03.
 OH1135
 OH1135.The dynamic height is computed by dividing the NAVD 88
 OH1135.geopotential number by the normal gravity value computed on the
 OH1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1135.degrees latitude (g = 980.6199 gals.).
 OH1135
 OH1135.The modeled gravity was interpolated from observed gravity values.
 OH1135
 OH1135;                    North         East    Units  Estimated Accuracy
 OH1135;SPC ID W     -   192,630.      778,690.      MT  (+/- 180 meters Scaled)
 OH1135
 OH1135                          SUPERSEDED SURVEY CONTROL
 OH1135
 OH1135  NAVD 88 (06/15/91) 1032.470  (m)         3387.36   (f) UNKNOWN     1 2
 OH1135
 OH1135.Superseded values are not recommended for survey control.
 OH1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1135.See file dsdata.txt to determine how the superseded data were derived.
 OH1135
 OH1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ799057(NAD 83)
 OH1135_MARKER: DV = VERTICAL CONTROL DISK
 OH1135_SETTING: 66 = SET IN ROCK OUTCROP
 OH1135_SP_SET: IN A DRILL HOLE IN BEDROCK
 OH1135_STAMPING: H 415 1983
 OH1135_MARK LOGO: NGS   
 OH1135_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH1135+STABILITY: POSITION/ELEVATION WELL
 OH1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1135+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 OH1135
 OH1135  HISTORY     - Date     Condition        Report By
 OH1135  HISTORY     - 1983     MONUMENTED       NGS
 OH1135  HISTORY     - 19920729 GOOD             NGS
 OH1135
 OH1135                          STATION DESCRIPTION
 OH1135
 OH1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1135'28.3 KM (17.6 MI) SE FROM BOISE.
 OH1135'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OH1135'13.0 KM (8.1 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC
 OH1135'RAILROAD STATION AT BOISE, THENCE 15.3 KM (9.5 MI) SOUTHEAST ALONG
 OH1135'INTERSTATE 84, IN TOP OF A LEDGE OF GRAY OUTCROP AT THE BASE OF A LOW
 OH1135'CUT IN THE MEDIAN, 0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST 69, 9.3
 OH1135'METERS (31 FT) NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES.
 OH1135'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 OH1135
 OH1135                          STATION RECOVERY (1992)
 OH1135
 OH1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH1135'21.5 KM (13.35 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 OH1135'JUNCTION OF BROADWAY AVENUE (EXIT 54) IN BOISE, ON A LEDGE OF EXPOSED
 OH1135'BEDROCK IN A LOW HIGHWAY CUT, IN THE MEADIAN OF THE HIGHWAY, 9.2 M
 OH1135'(30.2 FT) NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OH1135'HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND LEVEL WITH
 OH1135'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1116 ***********************************************************************
 OH1116  DESIGNATION -  H 416
 OH1116  PID         -  OH1116
 OH1116  STATE/COUNTY-  ID/CANYON
 OH1116  USGS QUAD   -  NAMPA (1971)
 OH1116
 OH1116                         *CURRENT SURVEY CONTROL
 OH1116  ___________________________________________________________________
 OH1116* NAD 83(1986)-  43 36 18.     (N)    116 30 49.     (W)     SCALED    
 OH1116* NAVD 88     -       764.775  (meters)    2509.10   (feet)  ADJUSTED  
 OH1116  ___________________________________________________________________
 OH1116  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 OH1116  DYNAMIC HT  -         764.513 (meters)    2508.24  (feet)  COMP
 OH1116  MODELED GRAV-     980,251.7   (mgal)                       NAVD 88
 OH1116
 OH1116  VERT ORDER  -  FIRST     CLASS II
 OH1116
 OH1116.The horizontal coordinates were scaled from a topographic map and have
 OH1116.an estimated accuracy of +/- 6 seconds.
 OH1116
 OH1116.The orthometric height was determined by differential leveling
 OH1116.and adjusted by the National Geodetic Survey in June 1991..
 OH1116
 OH1116.The geoid height was determined by GEOID03.
 OH1116
 OH1116.The dynamic height is computed by dividing the NAVD 88
 OH1116.geopotential number by the normal gravity value computed on the
 OH1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1116.degrees latitude (g = 980.6199 gals.).
 OH1116
 OH1116.The modeled gravity was interpolated from observed gravity values.
 OH1116
 OH1116;                    North         East    Units  Estimated Accuracy
 OH1116;SPC ID W     -   215,590.      738,350.      MT  (+/- 180 meters Scaled)
 OH1116
 OH1116                          SUPERSEDED SURVEY CONTROL
 OH1116
 OH1116.No superseded survey control is available for this station.
 OH1116
 OH1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ392281(NAD 83)
 OH1116_MARKER: I = METAL ROD
 OH1116_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1116_SP_SET: STAINLESS STEEL ROD
 OH1116_STAMPING: H 416 1983
 OH1116_MARK LOGO: NGS   
 OH1116_PROJECTION: FLUSH
 OH1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1116_ROD/PIPE-DEPTH: 7.3  meters
 OH1116
 OH1116  HISTORY     - Date     Condition        Report By
 OH1116  HISTORY     - 1983     MONUMENTED       NGS
 OH1116  HISTORY     - 19990511 MARK NOT FOUND   IDTD
 OH1116
 OH1116                          STATION DESCRIPTION
 OH1116
 OH1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1116'5.6 KM (3.5 MI) NE FROM NAMPA.
 OH1116'5.5 KM (3.4 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN
 OH1116'NAMPA, THENCE 0.2 KM (0.1 MI) NORTH ALONG CANADA ROAD, AT TIEGS
 OH1116'CORNER, ABOUT 2 INCHES INSIDE THE FENCE CORNER AT THE NORTHEAST CORNER
 OH1116'OF THE JUNCTION OF OLD US HIGHWAY 30 AND CANADA ROAD, 0.6 KM (0.4 MI)
 OH1116'NORTH OF AN INTERSTATE 84 OVERPASS, 10.0 METERS (33 FT) EAST OF THE
 OH1116'CENTER OF CANADA ROAD, 7.0 METERS (23 FT) NORTH OF THE THE CENTERLINE
 OH1116'OF OLD US HIGHWAY 30, 12.0 METERS (39 FT) NORTHEAST OF SECTION MARKER
 OH1116'12 7 13 18.
 OH1116'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 OH1116'THE MARK IS 0.3 M BELOW THE ROAD.
 OH1116
 OH1116                          STATION RECOVERY (1999)
 OH1116
 OH1116'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 OH1116'AFTER A PROLONGED SEARCH THIS MARK APPEARS TO HAVE BEEN PAVED OVER DUE
 OH1116'TO THE INTERSECTION BEING RECONSTRUCTED.  HOWEVER THE SECTION MARKER
 OH1116'IS STILL IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1083 ***********************************************************************
 OH1083  DESIGNATION -  H 417
 OH1083  PID         -  OH1083
 OH1083  STATE/COUNTY-  ID/PAYETTE
 OH1083  USGS QUAD   -  NYSSA (1965)
 OH1083
 OH1083                         *CURRENT SURVEY CONTROL
 OH1083  ___________________________________________________________________
 OH1083* NAD 83(1986)-  43 54 21.     (N)    116 56 36.     (W)     SCALED    
 OH1083* NAVD 88     -       698.589  (meters)    2291.95   (feet)  ADJUSTED  
 OH1083  ___________________________________________________________________
 OH1083  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 OH1083  DYNAMIC HT  -         698.374 (meters)    2291.25  (feet)  COMP
 OH1083  MODELED GRAV-     980,288.0   (mgal)                       NAVD 88
 OH1083
 OH1083  VERT ORDER  -  FIRST     CLASS II
 OH1083
 OH1083.The horizontal coordinates were scaled from a topographic map and have
 OH1083.an estimated accuracy of +/- 6 seconds.
 OH1083
 OH1083.The orthometric height was determined by differential leveling
 OH1083.and adjusted by the National Geodetic Survey in June 1991..
 OH1083
 OH1083.The geoid height was determined by GEOID03.
 OH1083
 OH1083.The dynamic height is computed by dividing the NAVD 88
 OH1083.geopotential number by the normal gravity value computed on the
 OH1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1083.degrees latitude (g = 980.6199 gals.).
 OH1083
 OH1083.The modeled gravity was interpolated from observed gravity values.
 OH1083
 OH1083;                    North         East    Units  Estimated Accuracy
 OH1083;SPC ID W     -   249,420.      704,140.      MT  (+/- 180 meters Scaled)
 OH1083
 OH1083                          SUPERSEDED SURVEY CONTROL
 OH1083
 OH1083.No superseded survey control is available for this station.
 OH1083
 OH1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ045614(NAD 83)
 OH1083_MARKER: I = METAL ROD
 OH1083_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1083_SP_SET: STAINLESS STEEL ROD
 OH1083_STAMPING: H 417 1983
 OH1083_MARK LOGO: NGS   
 OH1083_PROJECTION: FLUSH
 OH1083_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH1083+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1993
 OH1083_ROD/PIPE-DEPTH: 6.0  meters
 OH1083
 OH1083  HISTORY     - Date     Condition        Report By
 OH1083  HISTORY     - 1983     MONUMENTED       NGS
 OH1083  HISTORY     - 19931020 GOOD             NGS
 OH1083
 OH1083                          STATION DESCRIPTION
 OH1083
 OH1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1083'12.1 KM (7.5 MI) SOUTH FROM FRUITLAND.
 OH1083'12.1 KM (7.5 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 OH1083'FRUITLAND, AT THE T-JUNCTION OF A DIRT ROAD LEADING EAST AND A CANAL
 OH1083'CROSSING, 0.1 KM (0.05 MI) SOUTH OF MILEPOST 56, 17.9 METERS (59 FT)
 OH1083'WEST OF THE HIGHWAY CENTERLINE, 5.4 METERS (18 FT) NORTH OF THE
 OH1083'EXTENDED CENTER OF A ROAD LEADING EAST, 1.2 METERS (4 FT) NORTHWEST OF
 OH1083'A POWER POLE, 0.9 METER (3 FT) WEST OF A FENCE AND 0.6 METER (2 FT)
 OH1083'SOUTH OF THE SOUTH END OF A HEADWALL.
 OH1083'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 OH1083'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 OH1083
 OH1083                          STATION RECOVERY (1993)
 OH1083
 OH1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OH1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1987 ***********************************************************************
 OH1987  DESIGNATION -  H 417 RESET
 OH1987  PID         -  OH1987
 OH1987  STATE/COUNTY-  ID/PAYETTE
 OH1987  USGS QUAD   -  NYSSA (1965)
 OH1987
 OH1987                         *CURRENT SURVEY CONTROL
 OH1987  ___________________________________________________________________
 OH1987* NAD 83(1986)-  43 54 22.     (N)    116 56 35.     (W)     SCALED    
 OH1987* NAVD 88     -       698.10   (meters)    2290.3    (feet)  RESET     
 OH1987  ___________________________________________________________________
 OH1987  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 OH1987
 OH1987  VERT ORDER  -  THIRD
 OH1987
 OH1987.The horizontal coordinates were scaled from a topographic map and have
 OH1987.an estimated accuracy of +/- 6 seconds.
 OH1987
 OH1987.The orthometric height was computed from unverified reset data.
 OH1987.No vertical observational check was made to the station.
 OH1987
 OH1987.The geoid height was determined by GEOID03.
 OH1987
 OH1987;                    North         East    Units  Estimated Accuracy
 OH1987;SPC ID W     -   249,450.      704,170.      MT  (+/- 180 meters Scaled)
 OH1987
 OH1987                          SUPERSEDED SURVEY CONTROL
 OH1987
 OH1987.No superseded survey control is available for this station.
 OH1987
 OH1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ045614(NAD 83)
 OH1987_MARKER: I = METAL ROD
 OH1987_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1987_SP_SET: STAINLESS STEEL ROD
 OH1987_STAMPING: H 417 RESET 1993
 OH1987_MARK LOGO: NGS   
 OH1987_PROJECTION: FLUSH
 OH1987_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1987+SATELLITE: SATELLITE OBSERVATIONS - 1993
 OH1987_ROD/PIPE-DEPTH: 6.7  meters
 OH1987
 OH1987  HISTORY     - Date     Condition        Report By
 OH1987  HISTORY     - 1993     MONUMENTED       NGS
 OH1987
 OH1987                          STATION DESCRIPTION
 OH1987
 OH1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OH1987'FROM THE CENTER OF THE OVERPASS BRIDGE OVER INTERSTATE 84 (EXIT 3)
 OH1987'WHICH IS 11.2 KM (7.0 MI) SOUTH OF PAYETTE ALONG U.S. HIGHWAY 95.
 OH1987'GO SOUTH ON U.S. HIGHWAY 95 FOR 7.44 KM (4.62 MI) TO A DIRT
 OH1987'CROSS-ROAD (ECHO AVENUE) CONTINUE SOUTHERLY ON U.S. HIGHWAY 95 FOR
 OH1987'0.39 KM (0.24 MI) TO THE MARK ON THE LEFT.  BETWEEN TWO ORANGE
 OH1987'PAINTED STEEL FENCE POSTS.  LOCATED 14.4 M (47.2 FT) EAST OF THE
 OH1987'EXISTING PAINTED CENTERLINE FOR U.S. HIGHWAY 95, 28.0 M (91.9 FT)
 OH1987'EAST OF THE PROPOSED U.S. HIGHWAY 95 CENTERLINE, 28.5 M (93.5 FT)
 OH1987'NORTH FROM THE APPROXIMATE CENTER OF A DIRT ROAD, 24.8 M (81.4 FT)
 OH1987'NORTH FROM A UTILITY POLE, 16.8 M (55.1 FT) SOUTHEAST OF MILEPOST 56,
 OH1987'0.8 WEST FROM A WIRE FENCE, 2.7 M (8.9 FT) NORTHWEST FROM A FENCE
 OH1987'CORNER AND GATE AND 0.45 M (1.48 FT) WEST FROM A FIBERGLASS WITNESS
 OH1987'POST.  MARK IS A STAINLESS STEEL ROD WITH A PUNCH HOLE IN THE TOP.
 OH1987'ACCESS TO DATUM POINT IS HAD THRU A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0893 ***********************************************************************
 NV0893  DESIGNATION -  H 418
 NV0893  PID         -  NV0893
 NV0893  STATE/COUNTY-  ID/ELMORE
 NV0893  USGS QUAD   -  BRUNEAU (1992)
 NV0893
 NV0893                         *CURRENT SURVEY CONTROL
 NV0893  ___________________________________________________________________
 NV0893* NAD 83(1986)-  42 57 18.     (N)    115 45 45.     (W)     SCALED    
 NV0893* NAVD 88     -       782.579  (meters)    2567.51   (feet)  ADJUSTED  
 NV0893  ___________________________________________________________________
 NV0893  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 NV0893  DYNAMIC HT  -         782.260 (meters)    2566.46  (feet)  COMP
 NV0893  MODELED GRAV-     980,187.0   (mgal)                       NAVD 88
 NV0893
 NV0893  VERT ORDER  -  FIRST     CLASS II
 NV0893
 NV0893.The horizontal coordinates were scaled from a topographic map and have
 NV0893.an estimated accuracy of +/- 6 seconds.
 NV0893
 NV0893.The orthometric height was determined by differential leveling
 NV0893.and adjusted by the National Geodetic Survey in June 1991..
 NV0893
 NV0893.The geoid height was determined by GEOID03.
 NV0893
 NV0893.The dynamic height is computed by dividing the NAVD 88
 NV0893.geopotential number by the normal gravity value computed on the
 NV0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0893.degrees latitude (g = 980.6199 gals.).
 NV0893
 NV0893.The modeled gravity was interpolated from observed gravity values.
 NV0893
 NV0893;                    North         East    Units  Estimated Accuracy
 NV0893;SPC ID W     -   143,100.      798,980.      MT  (+/- 180 meters Scaled)
 NV0893
 NV0893                          SUPERSEDED SURVEY CONTROL
 NV0893
 NV0893.No superseded survey control is available for this station.
 NV0893
 NV0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH009565(NAD 83)
 NV0893_MARKER: DV = VERTICAL CONTROL DISK
 NV0893_SETTING: 66 = SET IN ROCK OUTCROP
 NV0893_SP_SET: ROCK OUTCROP
 NV0893_STAMPING: H 418 1983
 NV0893_MARK LOGO: NGS   
 NV0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0893+STABILITY: POSITION/ELEVATION WELL
 NV0893
 NV0893  HISTORY     - Date     Condition        Report By
 NV0893  HISTORY     - 1983     MONUMENTED       NGS
 NV0893  HISTORY     - 19840601 GOOD             NGS
 NV0893
 NV0893                          STATION DESCRIPTION
 NV0893
 NV0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0893'LOCATION--22.4 KM (13.9 MI) SOUTH OF MOUNTAIN HOME. 22.4 KM (13.9 MI)
 NV0893'SOUTH ALONG STATE HIGHWAY 51 FROM THE RAILROAD UNDERPASS AT MOUNTAIN
 NV0893'HOME, NEAR THE CENTER OF A CUT IN A PORTION OF ROCK OUTCROP, 7.6 M (25
 NV0893'FT) WEST OF THE HIGHWAY CENTERLINE.  0.9 M ABOVE THE HIGHWAY.  0.3 M
 NV0893'NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0921 ***********************************************************************
 NV0921  DESIGNATION -  H 419
 NV0921  PID         -  NV0921
 NV0921  STATE/COUNTY-  ID/OWYHEE
 NV0921  USGS QUAD   -  HOLE IN ROCK (1980)
 NV0921
 NV0921                         *CURRENT SURVEY CONTROL
 NV0921  ___________________________________________________________________
 NV0921* NAD 83(1986)-  42 39 14.     (N)    115 54 14.     (W)     SCALED    
 NV0921* NAVD 88     -      1249.861  (meters)    4100.59   (feet)  ADJUSTED  
 NV0921  ___________________________________________________________________
 NV0921  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 NV0921  DYNAMIC HT  -        1249.176 (meters)    4098.34  (feet)  COMP
 NV0921  MODELED GRAV-     980,029.6   (mgal)                       NAVD 88
 NV0921
 NV0921  VERT ORDER  -  FIRST     CLASS II
 NV0921
 NV0921.The horizontal coordinates were scaled from a topographic map and have
 NV0921.an estimated accuracy of +/- 6 seconds.
 NV0921
 NV0921.The orthometric height was determined by differential leveling
 NV0921.and adjusted by the National Geodetic Survey in June 1991..
 NV0921
 NV0921.The geoid height was determined by GEOID03.
 NV0921
 NV0921.The dynamic height is computed by dividing the NAVD 88
 NV0921.geopotential number by the normal gravity value computed on the
 NV0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0921.degrees latitude (g = 980.6199 gals.).
 NV0921
 NV0921.The modeled gravity was interpolated from observed gravity values.
 NV0921
 NV0921;                    North         East    Units  Estimated Accuracy
 NV0921;SPC ID W     -   109,660.      787,380.      MT  (+/- 180 meters Scaled)
 NV0921
 NV0921                          SUPERSEDED SURVEY CONTROL
 NV0921
 NV0921.No superseded survey control is available for this station.
 NV0921
 NV0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH898229(NAD 83)
 NV0921_MARKER: DV = VERTICAL CONTROL DISK
 NV0921_SETTING: 66 = SET IN ROCK OUTCROP
 NV0921_SP_SET: ROCK OUTCROP
 NV0921_STAMPING: H 419 1983
 NV0921_MARK LOGO: NGS   
 NV0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0921
 NV0921  HISTORY     - Date     Condition        Report By
 NV0921  HISTORY     - 1983     MONUMENTED       NGS
 NV0921  HISTORY     - 19840601 GOOD             NGS
 NV0921
 NV0921                          STATION DESCRIPTION
 NV0921
 NV0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0921'LOCATION--30.1 KM (18.7 MI) SOUTH OF BRUNEAU. 30.1 KM (18.7 MI) SOUTH
 NV0921'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0921'BRUNEAU, IN TOP OF A PORTION OF OUTCROP FLUSH WITH THE SURFACE OF THE
 NV0921'GROUND, 0.8 KM (0.5 MI) NORTH OF MILEPOST 52, 8.2 M (27 FT) WEST OF
 NV0921'THE HIGHWAY CENTERLINE AND 82.3 M (270 FT) SOUTH OF THE SOUTH END OF A
 NV0921'GUARDRAIL.  2.0 M ABOVE THE HIGHWAY. 0.4 M NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0462 ***********************************************************************
 QA0462  DESIGNATION -  H 42
 QA0462  PID         -  QA0462
 QA0462  STATE/COUNTY-  ID/BOISE
 QA0462  USGS QUAD   -  PINE FLAT (1972)
 QA0462
 QA0462                         *CURRENT SURVEY CONTROL
 QA0462  ___________________________________________________________________
 QA0462* NAD 83(1986)-  44 05 07.     (N)    115 38 25.     (W)     SCALED    
 QA0462* NAVD 88     -      1152.945  (meters)    3782.62   (feet)  ADJUSTED  
 QA0462  ___________________________________________________________________
 QA0462  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 QA0462  DYNAMIC HT  -        1152.403 (meters)    3780.84  (feet)  COMP
 QA0462  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 QA0462
 QA0462  VERT ORDER  -  SECOND    CLASS 0
 QA0462
 QA0462.The horizontal coordinates were scaled from a topographic map and have
 QA0462.an estimated accuracy of +/- 6 seconds.
 QA0462
 QA0462.The orthometric height was determined by differential leveling
 QA0462.and adjusted by the National Geodetic Survey in June 1991..
 QA0462
 QA0462.The geoid height was determined by GEOID03.
 QA0462
 QA0462.The dynamic height is computed by dividing the NAVD 88
 QA0462.geopotential number by the normal gravity value computed on the
 QA0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0462.degrees latitude (g = 980.6199 gals.).
 QA0462
 QA0462.The modeled gravity was interpolated from observed gravity values.
 QA0462
 QA0462;                    North         East    Units  Estimated Accuracy
 QA0462;SPC ID W     -   268,670.      808,790.      MT  (+/- 180 meters Scaled)
 QA0462
 QA0462                          SUPERSEDED SURVEY CONTROL
 QA0462
 QA0462  NGVD 29 (??/??/92) 1151.796  (m)         3778.85   (f) ADJ UNCH    2 0
 QA0462
 QA0462.Superseded values are not recommended for survey control.
 QA0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0462.See file dsdata.txt to determine how the superseded data were derived.
 QA0462
 QA0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ088822(NAD 83)
 QA0462_MARKER: DD = SURVEY DISK
 QA0462_SETTING: 66 = SET IN ROCK OUTCROP
 QA0462_SP_SET: ROCK OUTCROP
 QA0462_STAMPING: H 42 1933
 QA0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0462+STABILITY: POSITION/ELEVATION WELL
 QA0462
 QA0462  HISTORY     - Date     Condition        Report By
 QA0462  HISTORY     - 1933     MONUMENTED       USGS
 QA0462  HISTORY     - 1969     MARK NOT FOUND   USGS
 QA0462
 QA0462                          STATION DESCRIPTION
 QA0462
 QA0462'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0462'1.6 MI W FROM LOWMAN.
 QA0462'1.6 MILES WEST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT LOWMAN,
 QA0462'BOISE COUNTY, 19 FEET EAST OF MONUMENT CREEK, AT THE NORTH EDGE OF THE
 QA0462'HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP.  A U. S. GEOLOGICAL SURVEY
 QA0462'STANDARD DISK, STAMPED H 42 1933.
 QA0462
 QA0462                          STATION RECOVERY (1969)
 QA0462
 QA0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 QA0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0505 ***********************************************************************
 PY0505  DESIGNATION -  H 42
 PY0505  PID         -  PY0505
 PY0505  STATE/COUNTY-  ID/FREMONT
 PY0505  USGS QUAD   -  ASHTON (1965)
 PY0505
 PY0505                         *CURRENT SURVEY CONTROL
 PY0505  ___________________________________________________________________
 PY0505* NAD 83(1986)-  44 04 15.     (N)    111 25 14.     (W)     SCALED    
 PY0505* NAVD 88     -      1610.100  (meters)    5282.47   (feet)  ADJUSTED  
 PY0505  ___________________________________________________________________
 PY0505  GEOID HEIGHT-         -10.36  (meters)                     GEOID03
 PY0505  DYNAMIC HT  -        1609.265 (meters)    5279.73  (feet)  COMP
 PY0505  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 PY0505
 PY0505  VERT ORDER  -  FIRST     CLASS II
 PY0505
 PY0505.The horizontal coordinates were scaled from a topographic map and have
 PY0505.an estimated accuracy of +/- 6 seconds.
 PY0505
 PY0505.The orthometric height was determined by differential leveling
 PY0505.and adjusted by the National Geodetic Survey in June 1991..
 PY0505
 PY0505.The geoid height was determined by GEOID03.
 PY0505
 PY0505.The dynamic height is computed by dividing the NAVD 88
 PY0505.geopotential number by the normal gravity value computed on the
 PY0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0505.degrees latitude (g = 980.6199 gals.).
 PY0505
 PY0505.The modeled gravity was interpolated from observed gravity values.
 PY0505
 PY0505;                    North         East    Units  Estimated Accuracy
 PY0505;SPC ID E     -   267,340.      259,770.      MT  (+/- 180 meters Scaled)
 PY0505
 PY0505                          SUPERSEDED SURVEY CONTROL
 PY0505
 PY0505  NGVD 29 (08/20/92) 1609.018  (m)         5278.92   (f) ADJUSTED    1 2
 PY0505
 PY0505.Superseded values are not recommended for survey control.
 PY0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0505.See file dsdata.txt to determine how the superseded data were derived.
 PY0505
 PY0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP663798(NAD 83)
 PY0505_MARKER: DB = BENCH MARK DISK
 PY0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0505_STAMPING: H 42 1934
 PY0505_MARK LOGO: CGS   
 PY0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0505+STABILITY: SURFACE MOTION
 PY0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0505+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2002
 PY0505
 PY0505  HISTORY     - Date     Condition        Report By
 PY0505  HISTORY     - 1934     MONUMENTED       CGS
 PY0505  HISTORY     - 1983     GOOD             NGS
 PY0505  HISTORY     - 20010330 GOOD             IDTD
 PY0505  HISTORY     - 20021118 GOOD             IDTD
 PY0505
 PY0505                          STATION DESCRIPTION
 PY0505
 PY0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PY0505'1.8 MI E FROM ASHTON.
 PY0505'ABOUT 1.8 MILES EAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 PY0505'STATION AT ASHTON, FREMONT COUNTY, AT MARYSVILLE, ABOUT 0.2 MILE WEST
 PY0505'OF MILEPOST 2, 84 FEET SOUTHEAST OF THE FRONT ENTRANCE TO THE STATION,
 PY0505'ABOUT 360 FEET EAST OF THE CENTER OF THE CROSSING OF U.S. HIGHWAY 191,
 PY0505'42 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND 3 FEET EAST OF
 PY0505'A POLE.  A STANDARD DISK, STAMPED H 42 1934 AND SET IN THE TOP OF A
 PY0505'CONCRETE POST.
 PY0505
 PY0505                          STATION RECOVERY (1983)
 PY0505
 PY0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0505'RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE WITH
 PY0505'THE FOLLOWING EXCEPTIONS, ADD 1.2 METERS (3.9 FT) NORTHEAST OF A
 PY0505'FENCE, AND 0.3 METER (1.0 FT) NORTHWEST OF A WITNESS POST.  DELETE 84
 PY0505'FEET SOUTHEAST OF THE FRONT ENTRANCE TO THE STATION.
 PY0505
 PY0505                          STATION RECOVERY (2001)
 PY0505
 PY0505'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 PY0505'RECOVERED IN GOOD CONDITION.
 PY0505
 PY0505                          STATION RECOVERY (2002)
 PY0505
 PY0505'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (RLR)
 PY0505'GPS RTK OBSERVED POSITION OF THE MARK BASED ON NAD 83(1999) FOLLOWS
 PY0505'N = 44-04-14.64227   W = 111-25-13.46252
 PY0505'ELLIPSOID HEIGHT (NAVD88 ORTHO HT - GEOID99 GEOID HT)= 1599.861 METERS
 PY0505' 
 PY0505'OBSERVED ELLIPSOID HEIGHT = 1599.862 METERS
 PY0505' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0948 ***********************************************************************
 NV0948  DESIGNATION -  H 420
 NV0948  PID         -  NV0948
 NV0948  STATE/COUNTY-  ID/OWYHEE
 NV0948  USGS QUAD   -  GRASMERE RESERVOIR (1979)
 NV0948
 NV0948                         *CURRENT SURVEY CONTROL
 NV0948  ___________________________________________________________________
 NV0948* NAD 83(1986)-  42 17 39.     (N)    115 58 10.     (W)     SCALED    
 NV0948* NAVD 88     -      1764.891  (meters)    5790.31   (feet)  ADJUSTED  
 NV0948  ___________________________________________________________________
 NV0948  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 NV0948  DYNAMIC HT  -        1763.679 (meters)    5786.34  (feet)  COMP
 NV0948  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 NV0948
 NV0948  VERT ORDER  -  FIRST     CLASS II
 NV0948
 NV0948.The horizontal coordinates were scaled from a topographic map and have
 NV0948.an estimated accuracy of +/- 6 seconds.
 NV0948
 NV0948.The orthometric height was determined by differential leveling
 NV0948.and adjusted by the National Geodetic Survey in June 1991..
 NV0948
 NV0948.The geoid height was determined by GEOID03.
 NV0948
 NV0948.The dynamic height is computed by dividing the NAVD 88
 NV0948.geopotential number by the normal gravity value computed on the
 NV0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0948.degrees latitude (g = 980.6199 gals.).
 NV0948
 NV0948.The modeled gravity was interpolated from observed gravity values.
 NV0948
 NV0948;                    North         East    Units  Estimated Accuracy
 NV0948;SPC ID W     -    69,720.      781,900.      MT  (+/- 180 meters Scaled)
 NV0948
 NV0948                          SUPERSEDED SURVEY CONTROL
 NV0948
 NV0948.No superseded survey control is available for this station.
 NV0948
 NV0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG849829(NAD 83)
 NV0948_MARKER: DV = VERTICAL CONTROL DISK
 NV0948_SETTING: 66 = SET IN ROCK OUTCROP
 NV0948_SP_SET: ROCK OUTCROP
 NV0948_STAMPING: H 420 1983
 NV0948_MARK LOGO: NGS   
 NV0948_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0948+STABILITY: POSITION/ELEVATION WELL
 NV0948
 NV0948  HISTORY     - Date     Condition        Report By
 NV0948  HISTORY     - 1983     MONUMENTED       NGS
 NV0948  HISTORY     - 19840601 GOOD             NGS
 NV0948
 NV0948                          STATION DESCRIPTION
 NV0948
 NV0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0948'LOCATION--17.2 KM (10.7 MI) NORTH OF RIDDLE. 17.2 KM (10.7 MI) NORTH
 NV0948'ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE, AT THE NORTH END OF A
 NV0948'LOW CUT, IN TOP OF A 2- BY 3-FOOT PORTION OF OUTCROP PROJECTING 1 FT
 NV0948'ABOVE THE SURFACE OF THE GROUND, 0.3 KM (0.2 MI) EAST OF MILEPOST 24,
 NV0948'26.5 M (87 FT) SOUTH OF THE HIGHWAY CENTERLINE.  0.1 M BELOW THE
 NV0948'HIGHWAY.  0.5 M NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0858 ***********************************************************************
 NV0858  CBN         -  This is a Cooperative Base Network Control Station.
 NV0858  DESIGNATION -  H 422
 NV0858  PID         -  NV0858
 NV0858  STATE/COUNTY-  ID/JEROME
 NV0858  USGS QUAD   -  TWIN FALLS (1992)
 NV0858
 NV0858                         *CURRENT SURVEY CONTROL
 NV0858  ___________________________________________________________________
 NV0858* NAD 83(1999)-  42 37 24.86827(N)    114 26 59.27839(W)     ADJUSTED  
 NV0858* NAVD 88     -      1109.776  (meters)    3640.99   (feet)  ADJUSTED  
 NV0858  ___________________________________________________________________
 NV0858  X           -  -1,945,797.462 (meters)                     COMP
 NV0858  Y           -  -4,279,595.483 (meters)                     COMP
 NV0858  Z           -   4,297,566.677 (meters)                     COMP
 NV0858  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 NV0858  ELLIP HEIGHT-        1094.57  (meters)          (09/01/00) GPS OBS
 NV0858  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 NV0858  DYNAMIC HT  -        1109.196 (meters)    3639.09  (feet)  COMP
 NV0858  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 NV0858
 NV0858  HORZ ORDER  -  A
 NV0858  VERT ORDER  -  FIRST     CLASS II
 NV0858  ELLP ORDER  -  THIRD     CLASS I
 NV0858
 NV0858.The horizontal coordinates were established by GPS observations
 NV0858.and adjusted by the National Geodetic Survey in September 2000..
 NV0858.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NV0858.DATUM ITEM on the data sheet items page.
 NV0858
 NV0858.The orthometric height was determined by differential leveling
 NV0858.and adjusted by the National Geodetic Survey in June 1991..
 NV0858
 NV0858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NV0858
 NV0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0858
 NV0858.The ellipsoidal height was determined by GPS observations
 NV0858.and is referenced to NAD 83.
 NV0858
 NV0858.The geoid height was determined by GEOID03.
 NV0858
 NV0858.The dynamic height is computed by dividing the NAVD 88
 NV0858.geopotential number by the normal gravity value computed on the
 NV0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0858.degrees latitude (g = 980.6199 gals.).
 NV0858
 NV0858.The modeled gravity was interpolated from observed gravity values.
 NV0858
 NV0858;                    North         East     Units Scale Factor Converg.
 NV0858;SPC ID C     -   106,382.083   463,101.722   MT  0.99996411   -0 18 16.6
 NV0858;UTM  11      - 4,722,167.575   709,132.848   MT  1.00013813   +1 43 39.2
 NV0858
 NV0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0858!SPC ID C     -   0.99982837  x   0.99996411  =   0.99979248
 NV0858!UTM  11      -   0.99982837  x   1.00013813  =   0.99996647
 NV0858
 NV0858                          SUPERSEDED SURVEY CONTROL
 NV0858
 NV0858  NAD 83(1992)-  42 37 24.86768(N)    114 26 59.27631(W) AD(       ) B
 NV0858  ELLIP H (01/22/97) 1094.64   (m)                       GP(       ) 4 1
 NV0858  NAVD 88 (01/29/98) 1109.78   (m)         3641.0    (f) LEVELING    3  
 NV0858  NAVD 88 (01/22/97) 1109.78   (m)         3641.0    (f) LEVELING    3  
 NV0858
 NV0858.Superseded values are not recommended for survey control.
 NV0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0858.See file dsdata.txt to determine how the superseded data were derived.
 NV0858
 NV0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0913322168(NAD 83)
 NV0858_MARKER: DV = VERTICAL CONTROL DISK
 NV0858_SETTING: 66 = SET IN ROCK OUTCROP
 NV0858_SP_SET: ROCK OUTCROP
 NV0858_STAMPING: H 422 1983
 NV0858_MARK LOGO: NGS   
 NV0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0858+STABILITY: POSITION/ELEVATION WELL
 NV0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0858+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2004
 NV0858
 NV0858  HISTORY     - Date     Condition        Report By
 NV0858  HISTORY     - 1983     MONUMENTED       NGS
 NV0858  HISTORY     - 19960821 GOOD             NGS
 NV0858  HISTORY     - 19990614 GOOD             JUBENG
 NV0858  HISTORY     - 20030426 GOOD             ORBITE
 NV0858  HISTORY     - 20041002 GOOD             DJC
 NV0858
 NV0858                          STATION DESCRIPTION
 NV0858
 NV0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0858'7.0 KM (4.3 MI) NORTH FROM TWIN FALLS.
 NV0858'7.0 KM (4.35 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0858'STATE HIGHWAY 74 AT TWIN FALLS, IN TOP OF AND 3.8 METERS (12.5 FT)
 NV0858'NORTH OF THE SOUTH END OF A 10 BY 17 FOOT VOLCANIC ROCK OUTCROP FLUSH
 NV0858'WITH THE SURFACE OF THE GROUND, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 52,
 NV0858'0.43 KM (0.25 MI) NORTH OF A HIGH TENSION POWER LINE CROSSING THE
 NV0858'HIGHWAY, 44.2 METERS (145 FT) WEST OF THE CENTERLINE OF THE SOUTH
 NV0858'BOUND LANES, 27.4 METERS (90 FT) NORTH OF A BRACED RIGHT OF WAY FENCE
 NV0858'POST, 6.7 METERS (22 FT) WEST OF AN UNDERGROUND TELEPHONE CABLE
 NV0858'JUNCTION BOX, 1.2 METERS (4 FT) EAST OF THE RIGHT OF WAY FENCE AND
 NV0858'0.9 METERS (3 FT) WEST OF THE EAST EDGE OF THE OUTCROP.
 NV0858'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 NV0858'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 NV0858
 NV0858                          STATION RECOVERY (1996)
 NV0858
 NV0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 NV0858'THE STATION IS 6 MI (9.7 KM) NORTH OF TWIN FALLS.  OWNERSHIP--IDAHO
 NV0858'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE JUNCTION OF
 NV0858'INTERSTATE HIGHWAY 84 AND U.S.  HIGHWAY 93, GO SOUTH ON U.S.  HIGHWAY
 NV0858'93 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT.  IT IS, 44.3 M
 NV0858'(145.3 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF U.S.
 NV0858'HIGHWAY 93, 6.7 M (22.0 FT) WEST OF A GREEN CABLE JUNCTION BOX, 1.3 M
 NV0858'(4.3 FT) EAST OF A FENCE LINE AND 0.4 M (1.3 FT) SOUTH OF A CARSONITE
 NV0858'WITNESS POST.  DESCRIBED BY J.E.  DUNFORD III.
 NV0858
 NV0858                          STATION RECOVERY (1999)
 NV0858
 NV0858'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 1999 (TRR)
 NV0858'RECOVERED AS DESCRIBED.
 NV0858
 NV0858                          STATION RECOVERY (2003)
 NV0858
 NV0858'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 NV0858'RECOVERED IN GOOD CONDITION.
 NV0858
 NV0858                          STATION RECOVERY (2004)
 NV0858
 NV0858'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 NV0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0884 ***********************************************************************
 NV0884  DESIGNATION -  H 423
 NV0884  PID         -  NV0884
 NV0884  STATE/COUNTY-  ID/TWIN FALLS
 NV0884  USGS QUAD   -  MURTAUGH (1992)
 NV0884
 NV0884                         *CURRENT SURVEY CONTROL
 NV0884  ___________________________________________________________________
 NV0884* NAD 83(1986)-  42 29 35.     (N)    114 10 14.     (W)     SCALED    
 NV0884* NAVD 88     -      1250.196  (meters)    4101.68   (feet)  ADJUSTED  
 NV0884  ___________________________________________________________________
 NV0884  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 NV0884  DYNAMIC HT  -        1249.478 (meters)    4099.33  (feet)  COMP
 NV0884  MODELED GRAV-     980,004.0   (mgal)                       NAVD 88
 NV0884
 NV0884  VERT ORDER  -  FIRST     CLASS II
 NV0884
 NV0884.The horizontal coordinates were scaled from a topographic map and have
 NV0884.an estimated accuracy of +/- 6 seconds.
 NV0884
 NV0884.The orthometric height was determined by differential leveling
 NV0884.and adjusted by the National Geodetic Survey in June 1991..
 NV0884
 NV0884.The geoid height was determined by GEOID03.
 NV0884
 NV0884.The dynamic height is computed by dividing the NAVD 88
 NV0884.geopotential number by the normal gravity value computed on the
 NV0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0884.degrees latitude (g = 980.6199 gals.).
 NV0884
 NV0884.The modeled gravity was interpolated from observed gravity values.
 NV0884
 NV0884;                    North         East    Units  Estimated Accuracy
 NV0884;SPC ID C     -    91,800.      485,980.      MT  (+/- 180 meters Scaled)
 NV0884
 NV0884                          SUPERSEDED SURVEY CONTROL
 NV0884
 NV0884.No superseded survey control is available for this station.
 NV0884
 NV0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH325084(NAD 83)
 NV0884_MARKER: DB = BENCH MARK DISK
 NV0884_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NV0884_SP_SET: BUILDING
 NV0884_STAMPING: H 423 1983
 NV0884_MARK LOGO: NGS   
 NV0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0884+STABILITY: POSITION/ELEVATION WELL
 NV0884
 NV0884  HISTORY     - Date     Condition        Report By
 NV0884  HISTORY     - 1983     MONUMENTED       NGS
 NV0884
 NV0884                          STATION DESCRIPTION
 NV0884
 NV0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0884'IN MURTAUGH.
 NV0884'VERTICALLY IN THE WEST FACE OF AND 0.3 METER (1 FT) SOUTH OF THE
 NV0884'NORTHWEST CORNER OF THE MURTAUGH ELEMENTARY SCHOOL, 36.0 METERS (118
 NV0884'FT) SOUTH OF THE CENTER OF 3425 NORTH ROAD AND 50.6 METERS (166 FT)
 NV0884'EAST OF THE CENTER OF 4500 EAST ROAD.
 NV0884'THE MARK IS 1.7 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1474 ***********************************************************************
 NU1474  DESIGNATION -  H 424
 NU1474  PID         -  NU1474
 NU1474  STATE/COUNTY-  ID/CASSIA
 NU1474  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU1474
 NU1474                         *CURRENT SURVEY CONTROL
 NU1474  ___________________________________________________________________
 NU1474* NAD 83(1986)-  42 35 18.     (N)    113 20 11.     (W)     SCALED    
 NU1474* NAVD 88     -      1329.031  (meters)    4360.33   (feet)  ADJUSTED  
 NU1474  ___________________________________________________________________
 NU1474  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 NU1474  DYNAMIC HT  -        1328.258 (meters)    4357.79  (feet)  COMP
 NU1474  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 NU1474
 NU1474  VERT ORDER  -  FIRST     CLASS II
 NU1474
 NU1474.The horizontal coordinates were scaled from a topographic map and have
 NU1474.an estimated accuracy of +/- 6 seconds.
 NU1474
 NU1474.The orthometric height was determined by differential leveling
 NU1474.and adjusted by the National Geodetic Survey in June 1991..
 NU1474
 NU1474.The geoid height was determined by GEOID03.
 NU1474
 NU1474.The dynamic height is computed by dividing the NAVD 88
 NU1474.geopotential number by the normal gravity value computed on the
 NU1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1474.degrees latitude (g = 980.6199 gals.).
 NU1474
 NU1474.The modeled gravity was interpolated from observed gravity values.
 NU1474
 NU1474;                    North         East    Units  Estimated Accuracy
 NU1474;SPC ID C     -   102,580.      554,470.      MT  (+/- 180 meters Scaled)
 NU1474
 NU1474                          SUPERSEDED SURVEY CONTROL
 NU1474
 NU1474.No superseded survey control is available for this station.
 NU1474
 NU1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN082177(NAD 83)
 NU1474_MARKER: DB = BENCH MARK DISK
 NU1474_SETTING: 66 = SET IN ROCK OUTCROP
 NU1474_SP_SET: ROCK OUTCROP
 NU1474_STAMPING: H 424 1983
 NU1474_MARK LOGO: NGS   
 NU1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1474
 NU1474  HISTORY     - Date     Condition        Report By
 NU1474  HISTORY     - 1983     MONUMENTED       NGS
 NU1474
 NU1474                          STATION DESCRIPTION
 NU1474
 NU1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1474'33.7 KM (21.1 MI) EAST FROM HEYBURN.
 NU1474'17.7 KM (11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE
 NU1474'OVERPASS BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN,
 NU1474'THENCE 16.05 KM (10.05 MI) EAST ALONG INTERSTATE 86, IN TOP OF THE
 NU1474'WEST EDGE OF A 2 BY 3 FOOT PORTION OF OUTCROP PROJECTING 3 INCHES
 NU1474'ABOVE THE SURFACE OF THE GROUND, 0.4 KM (0.25 MI) EAST OF MILEPOST 9,
 NU1474'48.7 METERS (160 FT) NORTH OF THE EAST BOUND HIGHWAY CENTERLINE, 12.6
 NU1474'METERS (40.5 FT) SOUTH OF THE WEST BOUND HIGHWAY CENTERLINE.
 NU1474'THE MARK IS ABOVE LEVEL WITH THE WEST BOUND HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0588 ***********************************************************************
 PZ0588  DESIGNATION -  H 425
 PZ0588  PID         -  PZ0588
 PZ0588  STATE/COUNTY-  ID/CUSTER
 PZ0588  USGS QUAD   -  BORAH PEAK (1967)
 PZ0588
 PZ0588                         *CURRENT SURVEY CONTROL
 PZ0588  ___________________________________________________________________
 PZ0588* NAD 83(1986)-  44 10 50.     (N)    113 51 23.     (W)     SCALED    
 PZ0588* NAVD 88     -      2178.651  (meters)    7147.79   (feet)  ADJUSTED  
 PZ0588  ___________________________________________________________________
 PZ0588  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 PZ0588  DYNAMIC HT  -        2177.260 (meters)    7143.23  (feet)  COMP
 PZ0588  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 PZ0588
 PZ0588  VERT ORDER  -  FIRST     CLASS II
 PZ0588
 PZ0588.The horizontal coordinates were scaled from a topographic map and have
 PZ0588.an estimated accuracy of +/- 6 seconds.
 PZ0588
 PZ0588.The orthometric height was determined by differential leveling
 PZ0588.and adjusted by the National Geodetic Survey in June 1991..
 PZ0588.WARNING-Repeat measurements at this control monument indicate possible
 PZ0588.vertical movement.
 PZ0588
 PZ0588.The geoid height was determined by GEOID03.
 PZ0588
 PZ0588.The dynamic height is computed by dividing the NAVD 88
 PZ0588.geopotential number by the normal gravity value computed on the
 PZ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0588.degrees latitude (g = 980.6199 gals.).
 PZ0588
 PZ0588.The modeled gravity was interpolated from observed gravity values.
 PZ0588
 PZ0588;                    North         East    Units  Estimated Accuracy
 PZ0588;SPC ID C     -   279,270.      511,480.      MT  (+/- 180 meters Scaled)
 PZ0588
 PZ0588                          SUPERSEDED SURVEY CONTROL
 PZ0588
 PZ0588.No superseded survey control is available for this station.
 PZ0588
 PZ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP716958(NAD 83)
 PZ0588_MARKER: I = METAL ROD
 PZ0588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0588_SP_SET: STAINLESS STEEL ROD
 PZ0588_STAMPING: H 425 1983
 PZ0588_MARK LOGO: NGS   
 PZ0588_PROJECTION: FLUSH
 PZ0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0588_ROD/PIPE-DEPTH: 1.5  meters
 PZ0588
 PZ0588  HISTORY     - Date     Condition        Report By
 PZ0588  HISTORY     - 1983     MONUMENTED       NGS
 PZ0588  HISTORY     - 1984     GOOD             NGS
 PZ0588  HISTORY     - 1985     GOOD             NGS
 PZ0588
 PZ0588                          STATION DESCRIPTION
 PZ0588
 PZ0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PZ0588'41.8 KM (26.1 MI) NORTH FROM MACKAY.
 PZ0588'36.65 KM (22.3 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0588'OF MAIN STREET AT MACKAY, THENCE 6.2 KM (3.85 MI) NORTHEAST ALONG
 PZ0588'DOUBLE SPRINGS ROAD, 1.05 KM (0.65 MI) NORTH OF THREE ABANDON
 PZ0588'CONCRETE BUILDING FOUNDATIONS, 15.9 METERS (55.5 FT) EAST OF THE
 PZ0588'CENTERLINE OF THE ROAD.
 PZ0588'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 PZ0588'THE MARK IS 0.3 M ABOVE THE ROAD.
 PZ0588
 PZ0588                          STATION RECOVERY (1984)
 PZ0588
 PZ0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0588'RECOVERED IN GOOD CONDITION.
 PZ0588
 PZ0588                          STATION RECOVERY (1985)
 PZ0588
 PZ0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0614 ***********************************************************************
 PZ0614  DESIGNATION -  H 426
 PZ0614  PID         -  PZ0614
 PZ0614  STATE/COUNTY-  ID/CUSTER
 PZ0614  USGS QUAD   -  BORAH PEAK (1967)
 PZ0614
 PZ0614                         *CURRENT SURVEY CONTROL
 PZ0614  ___________________________________________________________________
 PZ0614* NAD 83(1986)-  44 12 41.     (N)    113 50 52.     (W)     SCALED    
 PZ0614* NAVD 88     -      2373.538  (meters)    7787.18   (feet)  ADJUSTED  
 PZ0614  ___________________________________________________________________
 PZ0614  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 PZ0614  DYNAMIC HT  -        2371.940 (meters)    7781.94  (feet)  COMP
 PZ0614  MODELED GRAV-     979,859.4   (mgal)                       NAVD 88
 PZ0614
 PZ0614  VERT ORDER  -  FIRST     CLASS II
 PZ0614
 PZ0614.The horizontal coordinates were scaled from a topographic map and have
 PZ0614.an estimated accuracy of +/- 6 seconds.
 PZ0614
 PZ0614.The orthometric height was determined by differential leveling
 PZ0614.and adjusted by the National Geodetic Survey in June 1991..
 PZ0614
 PZ0614.The geoid height was determined by GEOID03.
 PZ0614
 PZ0614.The dynamic height is computed by dividing the NAVD 88
 PZ0614.geopotential number by the normal gravity value computed on the
 PZ0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0614.degrees latitude (g = 980.6199 gals.).
 PZ0614
 PZ0614.The modeled gravity was interpolated from observed gravity values.
 PZ0614
 PZ0614;                    North         East    Units  Estimated Accuracy
 PZ0614;SPC ID C     -   282,690.      512,170.      MT  (+/- 180 meters Scaled)
 PZ0614
 PZ0614                          SUPERSEDED SURVEY CONTROL
 PZ0614
 PZ0614.No superseded survey control is available for this station.
 PZ0614
 PZ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP724992(NAD 83)
 PZ0614_MARKER: I = METAL ROD
 PZ0614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0614_SP_SET: STAINLESS STEEL ROD
 PZ0614_STAMPING: H 426 1984
 PZ0614_MARK LOGO: NGS   
 PZ0614_PROJECTION: FLUSH
 PZ0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0614_ROD/PIPE-DEPTH: 3.9  meters
 PZ0614
 PZ0614  HISTORY     - Date     Condition        Report By
 PZ0614  HISTORY     - 1984     MONUMENTED       NGS
 PZ0614  HISTORY     - 1985     GOOD             NGS
 PZ0614
 PZ0614                          STATION DESCRIPTION
 PZ0614
 PZ0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PZ0614'45.4 KM (28.3 MI) NORTH FROM MACKAY.
 PZ0614'35.65 KM (22.2 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF
 PZ0614'MAIN STREET AT MACKAY, THENCE 9.8 KM (6.1 MI) NORTHEAST ALONG
 PZ0614'DOUBLESPRING ROAD, 2.25 KM (1.4 MI) SOUTHWEST OF DOUBLESPRING PASS
 PZ0614'SUMMIT, 10.6 METERS (35 FT) EAST OF THE CENTER OF THE ROAD AND
 PZ0614'7.4 METERS (24.5 FT) WEST OF THE CENTER OF A DIM TRACK ROAD.
 PZ0614'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 PZ0614'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PZ0614
 PZ0614                          STATION RECOVERY (1985)
 PZ0614
 PZ0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1638 ***********************************************************************
 SV1638  DESIGNATION -  H 428
 SV1638  PID         -  SV1638
 SV1638  STATE/COUNTY-  ID/BENEWAH
 SV1638  USGS QUAD   -  PLUMMER (1981)
 SV1638
 SV1638                         *CURRENT SURVEY CONTROL
 SV1638  ___________________________________________________________________
 SV1638* NAD 83(1986)-  47 15 01.     (N)    116 55 25.     (W)     SCALED    
 SV1638* NAVD 88     -       809.757  (meters)    2656.68   (feet)  ADJUSTED  
 SV1638  ___________________________________________________________________
 SV1638  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 SV1638  DYNAMIC HT  -         809.733 (meters)    2656.60  (feet)  COMP
 SV1638  MODELED GRAV-     980,557.3   (mgal)                       NAVD 88
 SV1638
 SV1638  VERT ORDER  -  FIRST     CLASS II
 SV1638
 SV1638.The horizontal coordinates were scaled from a topographic map and have
 SV1638.an estimated accuracy of +/- 6 seconds.
 SV1638
 SV1638.The orthometric height was determined by differential leveling
 SV1638.and adjusted by the National Geodetic Survey in June 1991..
 SV1638
 SV1638.The geoid height was determined by GEOID03.
 SV1638
 SV1638.The dynamic height is computed by dividing the NAVD 88
 SV1638.geopotential number by the normal gravity value computed on the
 SV1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1638.degrees latitude (g = 980.6199 gals.).
 SV1638
 SV1638.The modeled gravity was interpolated from observed gravity values.
 SV1638
 SV1638;                    North         East    Units  Estimated Accuracy
 SV1638;SPC ID W     -   621,080.      711,160.      MT  (+/- 180 meters Scaled)
 SV1638
 SV1638                          SUPERSEDED SURVEY CONTROL
 SV1638
 SV1638.No superseded survey control is available for this station.
 SV1638
 SV1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN057329(NAD 83)
 SV1638_MARKER: I = METAL ROD
 SV1638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1638_SP_SET: STAINLESS STEEL ROD
 SV1638_STAMPING: H 428 1989
 SV1638_MARK LOGO: NGS   
 SV1638_PROJECTION: FLUSH
 SV1638_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1638+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1638_ROD/PIPE-DEPTH: 6.1  meters
 SV1638
 SV1638  HISTORY     - Date     Condition        Report By
 SV1638  HISTORY     - 1989     MONUMENTED       NGS
 SV1638
 SV1638                          STATION DESCRIPTION
 SV1638
 SV1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1638'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1638'HIGHWAY 95, 0.22 KM (0.15 MI) NORTH OF MILEPOST 389, AT A FIELD
 SV1638'ENTRANCE ROAD AND NEAR A FENCE T JUNCTION.  REACHED FROM THE JUNCTION
 SV1638'OF STATE HIGHWAY 5 AND U.S. HIGHWAY 95 IN PLUMMER GO SOUTH ON U.S.
 SV1638'HIGHWAY 95 FOR 10.39 KM (6.45 MI) TO THE MARK ON THE LEFT.  IT IS
 SV1638'23.0 M (75.5 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 4.6 M (15.1
 SV1638'FT) WEST FROM THE FENCE T JUNCTION, 4.0 M (13.1 FT) SOUTH FROM THE
 SV1638'CENTER OF THE ROAD, 4.2 M (13.8 FT) EAST FROM A BLM MARK S 11 E 1/16
 SV1638'S14 1982 AND 0.6 M (2.0 FT) EAST FROM A WITNESS POST.  MARK IS 0.3 M
 SV1638'(1.0 FT) BELOW THE HIGHWAY.  MARK IS A STAINLESS STEEL ROD WITH A
 SV1638'CENTER PUNCH HOLE IN THE TOP.  NOTE--ACCESS TO DATUM POINT IS HAD
 SV1638'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1669 ***********************************************************************
 SV1669  DESIGNATION -  H 429
 SV1669  PID         -  SV1669
 SV1669  STATE/COUNTY-  ID/KOOTENAI
 SV1669  USGS QUAD   -  WORLEY (1981)
 SV1669
 SV1669                         *CURRENT SURVEY CONTROL
 SV1669  ___________________________________________________________________
 SV1669* NAD 83(1986)-  47 25 40.     (N)    116 59 11.     (W)     SCALED    
 SV1669* NAVD 88     -       779.447  (meters)    2557.24   (feet)  ADJUSTED  
 SV1669  ___________________________________________________________________
 SV1669  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 SV1669  DYNAMIC HT  -         779.451 (meters)    2557.25  (feet)  COMP
 SV1669  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 SV1669
 SV1669  VERT ORDER  -  FIRST     CLASS II
 SV1669
 SV1669.The horizontal coordinates were scaled from a topographic map and have
 SV1669.an estimated accuracy of +/- 6 seconds.
 SV1669
 SV1669.The orthometric height was determined by differential leveling
 SV1669.and adjusted by the National Geodetic Survey in June 1991..
 SV1669
 SV1669.The geoid height was determined by GEOID03.
 SV1669
 SV1669.The dynamic height is computed by dividing the NAVD 88
 SV1669.geopotential number by the normal gravity value computed on the
 SV1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1669.degrees latitude (g = 980.6199 gals.).
 SV1669
 SV1669.The modeled gravity was interpolated from observed gravity values.
 SV1669
 SV1669;                    North         East    Units  Estimated Accuracy
 SV1669;SPC ID W     -   640,890.      706,730.      MT  (+/- 180 meters Scaled)
 SV1669
 SV1669                          SUPERSEDED SURVEY CONTROL
 SV1669
 SV1669.No superseded survey control is available for this station.
 SV1669
 SV1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN010527(NAD 83)
 SV1669_MARKER: DV = VERTICAL CONTROL DISK
 SV1669_SETTING: 66 = SET IN ROCK OUTCROP
 SV1669_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SV1669_STAMPING: H 429 1989
 SV1669_MARK LOGO: NGS   
 SV1669_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1669+STABILITY: POSITION/ELEVATION WELL
 SV1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1669+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1669
 SV1669  HISTORY     - Date     Condition        Report By
 SV1669  HISTORY     - 1989     MONUMENTED       NGS
 SV1669
 SV1669                          STATION DESCRIPTION
 SV1669
 SV1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1669'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1669'HIGHWAY 95, 6.27 KM (3.90 MI) NORTHWEST FROM WORLEY, AT THE JUNCTION
 SV1669'OF STATE HIGHWAY 58 LEADING WEST TO ROCKFORD, WASHINGTON AND AT THE
 SV1669'BASE OF AN OLD BORROW PIT.  REACHED FROM THE JUNCTION OF U.S.
 SV1669'HIGHWAY 95 AND INTERSTATE HIGHWAY 90 IN COUER D ALENE, GO SOUTHERLY ON
 SV1669'U.S. HIGHWAY 95 FOR 25.0 KM (15.55 MI) TO THE JUNCTION OF STATE
 SV1669'HIGHWAY 58 AND THE MARK ON THE LEFT.  IT IS 33.0 M (108.3 FT)
 SV1669'NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 22.8 M (74.8 FT)
 SV1669'NORTHWEST FROM THE EXTENDED CENTERLINE OF STATE HIGHWAY 58, 25.0 M
 SV1669'(82.0 FT) NORTH FROM THE CENTER OF A HIGHWAY SIGN (PLUMMER, MOSCOW
 SV1669'AND COUER D ALENE) AT THE JUNCTION AND 0.7 M (2.3 FT) NORTH FROM A
 SV1669'WITNESS POST.  MARK IS SET IN A DRILL HOLE IN A 1 X 1 METER PORTION
 SV1669'OF OUTCROP FLUSH WITH THE GROUND SURFACE AND ABOUT LEVEL WITH THE
 SV1669'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0464 ***********************************************************************
 QA0464  DESIGNATION -  H 43
 QA0464  PID         -  QA0464
 QA0464  STATE/COUNTY-  ID/BOISE
 QA0464  USGS QUAD   -  LOWMAN (1972)
 QA0464
 QA0464                         *CURRENT SURVEY CONTROL
 QA0464  ___________________________________________________________________
 QA0464* NAD 83(1986)-  44 04 58.     (N)    115 36 47.     (W)     SCALED    
 QA0464* NAVD 88     -      1168.902  (meters)    3834.97   (feet)  ADJUSTED  
 QA0464  ___________________________________________________________________
 QA0464  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 QA0464  DYNAMIC HT  -        1168.355 (meters)    3833.18  (feet)  COMP
 QA0464  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 QA0464
 QA0464  VERT ORDER  -  SECOND    CLASS 0
 QA0464
 QA0464.The horizontal coordinates were scaled from a topographic map and have
 QA0464.an estimated accuracy of +/- 6 seconds.
 QA0464
 QA0464.The orthometric height was determined by differential leveling
 QA0464.and adjusted by the National Geodetic Survey in June 1991..
 QA0464
 QA0464.The geoid height was determined by GEOID03.
 QA0464
 QA0464.The dynamic height is computed by dividing the NAVD 88
 QA0464.geopotential number by the normal gravity value computed on the
 QA0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0464.degrees latitude (g = 980.6199 gals.).
 QA0464
 QA0464.The modeled gravity was interpolated from observed gravity values.
 QA0464
 QA0464;                    North         East    Units  Estimated Accuracy
 QA0464;SPC ID W     -   268,400.      810,970.      MT  (+/- 180 meters Scaled)
 QA0464
 QA0464                          SUPERSEDED SURVEY CONTROL
 QA0464
 QA0464  NGVD 29 (??/??/92) 1167.755  (m)         3831.21   (f) ADJ UNCH    2 0
 QA0464
 QA0464.Superseded values are not recommended for survey control.
 QA0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0464.See file dsdata.txt to determine how the superseded data were derived.
 QA0464
 QA0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ110820(NAD 83)
 QA0464_MARKER: DD = SURVEY DISK
 QA0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0464_SP_SET: CULVERT
 QA0464_STAMPING: H 43 1933
 QA0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QA0464+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1995
 QA0464
 QA0464  HISTORY     - Date     Condition        Report By
 QA0464  HISTORY     - 1933     MONUMENTED       USGS
 QA0464  HISTORY     - 1960     GOOD             NGS
 QA0464  HISTORY     - 1969     GOOD             NGS
 QA0464  HISTORY     - 19950727 MARK NOT FOUND   NGS
 QA0464
 QA0464                          STATION DESCRIPTION
 QA0464
 QA0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0464'0.3 MI E FROM LOWMAN.
 QA0464'0.3 MILE EAST ALONG STATE HIGHWAY 21 FROM THE SOUTH FORK LODGE AT
 QA0464'LOWMAN, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH TO BEAR VALLEY,
 QA0464'TO TOP OF A 1 1/2-BY 5-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 1 1/2
 QA0464'FEET ABOVE THE GROUND, 205 FEET NORTH OF THE CENTER LINE OF THE
 QA0464'HIGHWAY, 40 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH TO BEAR
 QA0464'VALLEY, 47 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST TO
 QA0464'GARDEN VALLEY, 86.4 FEET NORTHEAST AND ACROSS THE ROAD TO GARDEN
 QA0464'VALLEY FROM THE NORTHEAST CORNER OF THE LOWMAN INN, 54 FEET SOUTH OF
 QA0464'THE CENTER LINE OF A DRIVEWAY, 29 FEET NORTHEAST OF A POST SUPPORTING
 QA0464'A MILEAGE SIGN, 9.0 FEET WEST OF THE SOUTHWEST END OF A PIPE CULVERT,
 QA0464'AND ABOUT LEVEL WITH THE ROADS.
 QA0464
 QA0464                          STATION RECOVERY (1969)
 QA0464
 QA0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 QA0464'RECOVERED IN GOOD CONDITION.
 QA0464
 QA0464                          STATION RECOVERY (1995)
 QA0464
 QA0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 QA0464'THE DESCRIBED AREA OF BENCH MARK HAS BEEN GRADED AND THE ROADS HAVE
 QA0464'BEEN HAVE CHANGED.  MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0316 ***********************************************************************
 OX0316  DESIGNATION -  H 43
 OX0316  PID         -  OX0316
 OX0316  STATE/COUNTY-  ID/BONNEVILLE
 OX0316  USGS QUAD   -  SWAN VALLEY (1966)
 OX0316
 OX0316                         *CURRENT SURVEY CONTROL
 OX0316  ___________________________________________________________________
 OX0316* NAD 83(1986)-  43 25 00.     (N)    111 18 15.     (W)     SCALED    
 OX0316* NAVD 88     -      1621.545  (meters)    5320.02   (feet)  ADJUSTED  
 OX0316  ___________________________________________________________________
 OX0316  GEOID HEIGHT-         -10.36  (meters)                     GEOID03
 OX0316  DYNAMIC HT  -        1620.573 (meters)    5316.83  (feet)  COMP
 OX0316  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 OX0316
 OX0316  VERT ORDER  -  SECOND    CLASS 0
 OX0316
 OX0316.The horizontal coordinates were scaled from a topographic map and have
 OX0316.an estimated accuracy of +/- 6 seconds.
 OX0316
 OX0316.The orthometric height was determined by differential leveling
 OX0316.and adjusted by the National Geodetic Survey in June 1991..
 OX0316
 OX0316.The geoid height was determined by GEOID03.
 OX0316
 OX0316.The dynamic height is computed by dividing the NAVD 88
 OX0316.geopotential number by the normal gravity value computed on the
 OX0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0316.degrees latitude (g = 980.6199 gals.).
 OX0316
 OX0316.The modeled gravity was interpolated from observed gravity values.
 OX0316
 OX0316;                    North         East    Units  Estimated Accuracy
 OX0316;SPC ID E     -   194,750.      269,850.      MT  (+/- 180 meters Scaled)
 OX0316
 OX0316                          SUPERSEDED SURVEY CONTROL
 OX0316
 OX0316  NGVD 29 (??/??/92) 1620.370  (m)         5316.16   (f) ADJ UNCH    2 0
 OX0316
 OX0316.Superseded values are not recommended for survey control.
 OX0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0316.See file dsdata.txt to determine how the superseded data were derived.
 OX0316
 OX0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP753071(NAD 83)
 OX0316_MARKER: DB = BENCH MARK DISK
 OX0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0316_STAMPING: H 43 1934
 OX0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0316+STABILITY: SURFACE MOTION
 OX0316
 OX0316  HISTORY     - Date     Condition        Report By
 OX0316  HISTORY     - 1934     MONUMENTED       CGS
 OX0316  HISTORY     - 19950601 POOR             IDTD
 OX0316
 OX0316                          STATION DESCRIPTION
 OX0316
 OX0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0316'0.9 MI NW FROM IRWIN.
 OX0316'0.9 MILE NORTHWEST ALONG U.S. HIGHWAY 26, FROM THE PUBLIC SCHOOL AT
 OX0316'IRWIN, BONNEVILLE COUNTY, 225 FEET NORTHWEST OF THE CENTER LINE OF A
 OX0316'CULVERT, 200 FEET NORTHWEST OF A SMALL GRAVEL PIT, 38 FEET SOUTHWEST
 OX0316'OF THE CENTER LINE OF THE HIGHWAY, AND 4 FEET SOUTHEAST OF A POLE.  A
 OX0316'STANDARD DISK, STAMPED H 43 1934 AND SET IN THE TOP OF A CONCRETE
 OX0316'POST.
 OX0316
 OX0316                          STATION RECOVERY (1995)
 OX0316
 OX0316'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1995 (GDJ)
 OX0316'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1310 ***********************************************************************
 OY1310  DESIGNATION -  H 430
 OY1310  PID         -  OY1310
 OY1310  STATE/COUNTY-  ID/JEFFERSON
 OY1310  USGS QUAD   -  CIRCULAR BUTTE NW (1969)
 OY1310
 OY1310                         *CURRENT SURVEY CONTROL
 OY1310  ___________________________________________________________________
 OY1310* NAD 83(1986)-  43 57 16.     (N)    112 40 35.     (W)     SCALED    
 OY1310* NAVD 88     -      1488.903  (meters)    4884.84   (feet)  ADJUSTED  
 OY1310  ___________________________________________________________________
 OY1310  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 OY1310  DYNAMIC HT  -        1488.176 (meters)    4882.46  (feet)  COMP
 OY1310  MODELED GRAV-     980,078.0   (mgal)                       NAVD 88
 OY1310
 OY1310  VERT ORDER  -  FIRST     CLASS II
 OY1310
 OY1310.The horizontal coordinates were scaled from a topographic map and have
 OY1310.an estimated accuracy of +/- 6 seconds.
 OY1310
 OY1310.The orthometric height was determined by differential leveling
 OY1310.and adjusted by the National Geodetic Survey in December 1992..
 OY1310
 OY1310.The geoid height was determined by GEOID03.
 OY1310
 OY1310.The dynamic height is computed by dividing the NAVD 88
 OY1310.geopotential number by the normal gravity value computed on the
 OY1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1310.degrees latitude (g = 980.6199 gals.).
 OY1310
 OY1310.The modeled gravity was interpolated from observed gravity values.
 OY1310
 OY1310;                    North         East    Units  Estimated Accuracy
 OY1310;SPC ID E     -   254,260.      159,090.      MT  (+/- 180 meters Scaled)
 OY1310
 OY1310                          SUPERSEDED SURVEY CONTROL
 OY1310
 OY1310  NGVD 29 (08/20/92) 1487.827  (m)         4881.31   (f) ADJUSTED    1 2
 OY1310
 OY1310.Superseded values are not recommended for survey control.
 OY1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1310.See file dsdata.txt to determine how the superseded data were derived.
 OY1310
 OY1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP654681(NAD 83)
 OY1310_MARKER: I = METAL ROD
 OY1310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1310_SP_SET: STAINLESS STEEL ROD
 OY1310_STAMPING: H 430 1992
 OY1310_MARK LOGO: NGS   
 OY1310_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1310_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1310+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1310_ROD/PIPE-DEPTH: 3.1  meters
 OY1310
 OY1310  HISTORY     - Date     Condition        Report By
 OY1310  HISTORY     - 1992     MONUMENTED       NGS
 OY1310
 OY1310                          STATION DESCRIPTION
 OY1310
 OY1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1310'4.9 KM (3.05 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 OY1310'IN TERRETON, THENCE 19.1 KM (11.85 MI) NORTHWESTERLY ALONG STATE
 OY1310'HIGHWAY 28 (SALMON HIGHWAY), 22.8 M (74.8 FT) NORTHEAST OF AND LEVEL
 OY1310'WITH THE HIGHWAY CENTERLINE, 13.4 M (44.0 FT) NORTHEAST OF MILE
 OY1310'MARKER 27, AND 0.8 M (2.6 FT) SOUTHWEST OF A WITNESS POST.
 OY1310'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1181 ***********************************************************************
 OY1181  DESIGNATION -  H 431
 OY1181  PID         -  OY1181
 OY1181  STATE/COUNTY-  ID/BUTTE
 OY1181  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1181
 OY1181                         *CURRENT SURVEY CONTROL
 OY1181  ___________________________________________________________________
 OY1181* NAD 83(1986)-  43 34 07.     (N)    112 54 51.     (W)     SCALED    
 OY1181* NAVD 88     -      1496.447  (meters)    4909.59   (feet)  ADJUSTED  
 OY1181  ___________________________________________________________________
 OY1181  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 OY1181  DYNAMIC HT  -        1495.654 (meters)    4906.99  (feet)  COMP
 OY1181  MODELED GRAV-     980,036.9   (mgal)                       NAVD 88
 OY1181
 OY1181  VERT ORDER  -  FIRST     CLASS II
 OY1181
 OY1181.The horizontal coordinates were scaled from a topographic map and have
 OY1181.an estimated accuracy of +/- 6 seconds.
 OY1181
 OY1181.The orthometric height was determined by differential leveling
 OY1181.and adjusted by the National Geodetic Survey in December 1992..
 OY1181
 OY1181.The geoid height was determined by GEOID03.
 OY1181
 OY1181.The dynamic height is computed by dividing the NAVD 88
 OY1181.geopotential number by the normal gravity value computed on the
 OY1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1181.degrees latitude (g = 980.6199 gals.).
 OY1181
 OY1181.The modeled gravity was interpolated from observed gravity values.
 OY1181
 OY1181;                    North         East    Units  Estimated Accuracy
 OY1181;SPC ID C     -   211,840.      587,720.      MT  (+/- 180 meters Scaled)
 OY1181
 OY1181                          SUPERSEDED SURVEY CONTROL
 OY1181
 OY1181  NGVD 29 (08/20/92) 1495.384  (m)         4906.11   (f) ADJUSTED    1 2
 OY1181
 OY1181.Superseded values are not recommended for survey control.
 OY1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1181.See file dsdata.txt to determine how the superseded data were derived.
 OY1181
 OY1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP454257(NAD 83)
 OY1181_MARKER: DV = VERTICAL CONTROL DISK
 OY1181_SETTING: 66 = SET IN ROCK OUTCROP
 OY1181_SP_SET: BEDROCK
 OY1181_STAMPING: H 431 1992
 OY1181_MARK LOGO: NGS   
 OY1181_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1181+STABILITY: POSITION/ELEVATION WELL
 OY1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1181+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1181
 OY1181  HISTORY     - Date     Condition        Report By
 OY1181  HISTORY     - 1992     MONUMENTED       NGS
 OY1181
 OY1181                          STATION DESCRIPTION
 OY1181
 OY1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1181'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1181'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1181'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY1181'EASTERLY ALONG WEST PORTLAND AVENUE, THENCE 3.9 KM (2.40 MI)
 OY1181'NORTHERLY ALONG LINCOLN BOULEVARD, THENCE 0.3 KM (0.20 MI) EASTERLY
 OY1181'ALONG A ROAD LEADING TO THE IDAHO CHEMICAL PROCESSING PLANT, THENCE
 OY1181'0.7 KM (0.45 MI) SOUTHERLY ALONG A PAVED ROAD, THENCE 0.5 KM (0.30
 OY1181'MI) EASTERLY ALONG A PAVED ROAD, THENCE 2.8 KM (1.75 MI) EASTERLY
 OY1181'ALONG A GRAVELED ROAD LEADING TO THE PROPOSED SITE FOR THE NEW
 OY1181'PRODUCTION REACTOR, NEAR THE NORTH END OF A 25 BY 35-FOOT AREA OF
 OY1181'OUTCROPPING BEDROCK, 16.0 M (52.5 FT) NORTHWEST OF THE ROAD CENTER,
 OY1181'0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE
 OY1181'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1154 ***********************************************************************
 OY1154  DESIGNATION -  H 432
 OY1154  PID         -  OY1154
 OY1154  STATE/COUNTY-  ID/BUTTE
 OY1154  USGS QUAD   -  HOWE (1969)
 OY1154
 OY1154                         *CURRENT SURVEY CONTROL
 OY1154  ___________________________________________________________________
 OY1154* NAD 83(1986)-  43 46 18.     (N)    113 00 31.     (W)     SCALED    
 OY1154* NAVD 88     -      1497.344  (meters)    4912.54   (feet)  ADJUSTED  
 OY1154  ___________________________________________________________________
 OY1154  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 OY1154  DYNAMIC HT  -        1496.568 (meters)    4909.99  (feet)  COMP
 OY1154  MODELED GRAV-     980,048.1   (mgal)                       NAVD 88
 OY1154
 OY1154  VERT ORDER  -  FIRST     CLASS II
 OY1154
 OY1154.The horizontal coordinates were scaled from a topographic map and have
 OY1154.an estimated accuracy of +/- 6 seconds.
 OY1154
 OY1154.The orthometric height was determined by differential leveling
 OY1154.and adjusted by the National Geodetic Survey in December 1992..
 OY1154
 OY1154.The geoid height was determined by GEOID03.
 OY1154
 OY1154.The dynamic height is computed by dividing the NAVD 88
 OY1154.geopotential number by the normal gravity value computed on the
 OY1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1154.degrees latitude (g = 980.6199 gals.).
 OY1154
 OY1154.The modeled gravity was interpolated from observed gravity values.
 OY1154
 OY1154;                    North         East    Units  Estimated Accuracy
 OY1154;SPC ID C     -   234,300.      579,820.      MT  (+/- 180 meters Scaled)
 OY1154
 OY1154                          SUPERSEDED SURVEY CONTROL
 OY1154
 OY1154  NGVD 29 (08/20/92) 1496.276  (m)         4909.03   (f) ADJUSTED    1 2
 OY1154
 OY1154.Superseded values are not recommended for survey control.
 OY1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1154.See file dsdata.txt to determine how the superseded data were derived.
 OY1154
 OY1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP383484(NAD 83)
 OY1154_MARKER: DV = VERTICAL CONTROL DISK
 OY1154_SETTING: 66 = SET IN ROCK OUTCROP
 OY1154_SP_SET: BEDROCK
 OY1154_STAMPING: H 432 1992
 OY1154_MARK LOGO: NGS   
 OY1154_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1154+STABILITY: POSITION/ELEVATION WELL
 OY1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1154+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1154
 OY1154  HISTORY     - Date     Condition        Report By
 OY1154  HISTORY     - 1992     MONUMENTED       NGS
 OY1154
 OY1154                          STATION DESCRIPTION
 OY1154
 OY1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1154'1.5 KM (0.95 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1154'POST OFFICE IN HOWE, NEAR THE NORTHWEST END OF A 15 BY 20-FOOT AREA
 OY1154'OF OUTCROPPING BEDROCK ALONG THE SOUTHEAST SLOPE OF A HILL, 102.0 M
 OY1154'(334.6 FT) WEST OF THE HIGHWAY CENTERLINE, 23.0 M (75.5 FT) ABOVE THE
 OY1154'LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1225 ***********************************************************************
 OY1225  DESIGNATION -  H 433
 OY1225  PID         -  OY1225
 OY1225  STATE/COUNTY-  ID/BINGHAM
 OY1225  USGS QUAD   -  LITTLE BUTTE (1973)
 OY1225
 OY1225                         *CURRENT SURVEY CONTROL
 OY1225  ___________________________________________________________________
 OY1225* NAD 83(1986)-  43 34 06.     (N)    112 33 04.     (W)     SCALED    
 OY1225* NAVD 88     -      1622.509  (meters)    5323.18   (feet)  ADJUSTED  
 OY1225  ___________________________________________________________________
 OY1225  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 OY1225  DYNAMIC HT  -        1621.617 (meters)    5320.26  (feet)  COMP
 OY1225  MODELED GRAV-     980,011.5   (mgal)                       NAVD 88
 OY1225
 OY1225  VERT ORDER  -  FIRST     CLASS II
 OY1225
 OY1225.The horizontal coordinates were scaled from a topographic map and have
 OY1225.an estimated accuracy of +/- 6 seconds.
 OY1225
 OY1225.The orthometric height was determined by differential leveling
 OY1225.and adjusted by the National Geodetic Survey in December 1992..
 OY1225
 OY1225.The geoid height was determined by GEOID03.
 OY1225
 OY1225.The dynamic height is computed by dividing the NAVD 88
 OY1225.geopotential number by the normal gravity value computed on the
 OY1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1225.degrees latitude (g = 980.6199 gals.).
 OY1225
 OY1225.The modeled gravity was interpolated from observed gravity values.
 OY1225
 OY1225;                    North         East    Units  Estimated Accuracy
 OY1225;SPC ID E     -   211,310.      168,940.      MT  (+/- 180 meters Scaled)
 OY1225
 OY1225                          SUPERSEDED SURVEY CONTROL
 OY1225
 OY1225  NGVD 29 (08/20/92) 1621.412  (m)         5319.58   (f) ADJUSTED    1 2
 OY1225
 OY1225.Superseded values are not recommended for survey control.
 OY1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1225.See file dsdata.txt to determine how the superseded data were derived.
 OY1225
 OY1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP747250(NAD 83)
 OY1225_MARKER: DV = VERTICAL CONTROL DISK
 OY1225_SETTING: 66 = SET IN ROCK OUTCROP
 OY1225_SP_SET: BEDROCK
 OY1225_STAMPING: H 433 1992
 OY1225_MARK LOGO: NGS   
 OY1225_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1225+STABILITY: POSITION/ELEVATION WELL
 OY1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1225+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1225
 OY1225  HISTORY     - Date     Condition        Report By
 OY1225  HISTORY     - 1992     MONUMENTED       NGS
 OY1225
 OY1225                          STATION DESCRIPTION
 OY1225
 OY1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1225'41.4 KM (25.70 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1225'OF INTERSTATE HIGHWAY 15 IN IDAHO FALLS, THENCE 1.7 KM (1.05 MI)
 OY1225'NORTHERLY ALONG ROAD T-14, NEAR THE CENTER OF A 11 BY 14-FOOT AREA OF
 OY1225'OUTCROPPING BEDROCK, 30.0 M (98.4 FT) EAST OF THE ROAD CENTER, AND
 OY1225'0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1250 ***********************************************************************
 OY1250  DESIGNATION -  H 434
 OY1250  PID         -  OY1250
 OY1250  STATE/COUNTY-  ID/JEFFERSON
 OY1250  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1250
 OY1250                         *CURRENT SURVEY CONTROL
 OY1250  ___________________________________________________________________
 OY1250* NAD 83(1986)-  43 48 37.     (N)    112 39 36.     (W)     SCALED    
 OY1250* NAVD 88     -      1460.013  (meters)    4790.06   (feet)  ADJUSTED  
 OY1250  ___________________________________________________________________
 OY1250  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 OY1250  DYNAMIC HT  -        1459.285 (meters)    4787.67  (feet)  COMP
 OY1250  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 OY1250
 OY1250  VERT ORDER  -  FIRST     CLASS II
 OY1250
 OY1250.The horizontal coordinates were scaled from a topographic map and have
 OY1250.an estimated accuracy of +/- 6 seconds.
 OY1250
 OY1250.The orthometric height was determined by differential leveling
 OY1250.and adjusted by the National Geodetic Survey in December 1992..
 OY1250
 OY1250.The geoid height was determined by GEOID03.
 OY1250
 OY1250.The dynamic height is computed by dividing the NAVD 88
 OY1250.geopotential number by the normal gravity value computed on the
 OY1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1250.degrees latitude (g = 980.6199 gals.).
 OY1250
 OY1250.The modeled gravity was interpolated from observed gravity values.
 OY1250
 OY1250;                    North         East    Units  Estimated Accuracy
 OY1250;SPC ID E     -   238,230.      160,310.      MT  (+/- 180 meters Scaled)
 OY1250
 OY1250                          SUPERSEDED SURVEY CONTROL
 OY1250
 OY1250  NGVD 29 (08/20/92) 1458.944  (m)         4786.55   (f) ADJUSTED    1 2
 OY1250
 OY1250.Superseded values are not recommended for survey control.
 OY1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1250.See file dsdata.txt to determine how the superseded data were derived.
 OY1250
 OY1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP664521(NAD 83)
 OY1250_MARKER: I = METAL ROD
 OY1250_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1250_SP_SET: STAINLESS STEEL ROD
 OY1250_STAMPING: H 434 1992
 OY1250_MARK LOGO: NGS   
 OY1250_PROJECTION: FLUSH
 OY1250_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1250+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1250_ROD/PIPE-DEPTH: 8.8  meters
 OY1250
 OY1250  HISTORY     - Date     Condition        Report By
 OY1250  HISTORY     - 1992     MONUMENTED       NGS
 OY1250
 OY1250                          STATION DESCRIPTION
 OY1250
 OY1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1250'17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1250'OFFICE IN TERRETON, THENCE 2.2 KM (1.35 MI) SOUTHWESTERLY ALONG TRACK
 OY1250'ROAD T-17, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG A TRACK ROAD,
 OY1250'THENCE 1.2 KM (0.75 MI) SOUTHERLY ALONG A TRACK ROAD, 10.9 M (35.8
 OY1250'FT) WEST OF AND LEVEL WITH THE ROAD CENTER, 4.0 M (13.1 FT) NORTH OF
 OY1250'THE CENTER OF TRACK ROAD T-9, 1.9 M (6.2 FT) WEST OF THE WEST LEG OF
 OY1250'DOUBLE UTILITY POLE NUMBER E 250, 1.9 M (6.2 FT) EAST OF THE EAST
 OY1250'LEG, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 OY1250'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1113 ***********************************************************************
 OY1113  DESIGNATION -  H 435
 OY1113  PID         -  OY1113
 OY1113  STATE/COUNTY-  ID/BINGHAM
 OY1113  USGS QUAD   -  MORELAND (1971)
 OY1113
 OY1113                         *CURRENT SURVEY CONTROL
 OY1113  ___________________________________________________________________
 OY1113* NAD 83(1986)-  43 12 53.     (N)    112 26 03.     (W)     SCALED    
 OY1113* NAVD 88     -      1360.743  (meters)    4464.37   (feet)  ADJUSTED  
 OY1113  ___________________________________________________________________
 OY1113  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 OY1113  DYNAMIC HT  -        1360.006 (meters)    4461.95  (feet)  COMP
 OY1113  MODELED GRAV-     980,031.5   (mgal)                       NAVD 88
 OY1113
 OY1113  VERT ORDER  -  FIRST     CLASS II
 OY1113
 OY1113.The horizontal coordinates were scaled from a topographic map and have
 OY1113.an estimated accuracy of +/- 6 seconds.
 OY1113
 OY1113.The orthometric height was determined by differential leveling
 OY1113.and adjusted by the National Geodetic Survey in December 1992..
 OY1113
 OY1113.The geoid height was determined by GEOID03.
 OY1113
 OY1113.The dynamic height is computed by dividing the NAVD 88
 OY1113.geopotential number by the normal gravity value computed on the
 OY1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1113.degrees latitude (g = 980.6199 gals.).
 OY1113
 OY1113.The modeled gravity was interpolated from observed gravity values.
 OY1113
 OY1113;                    North         East    Units  Estimated Accuracy
 OY1113;SPC ID E     -   171,990.      178,270.      MT  (+/- 180 meters Scaled)
 OY1113
 OY1113                          SUPERSEDED SURVEY CONTROL
 OY1113
 OY1113  NGVD 29 (08/20/92) 1359.700  (m)         4460.95   (f) ADJUSTED    1 2
 OY1113
 OY1113.Superseded values are not recommended for survey control.
 OY1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1113.See file dsdata.txt to determine how the superseded data were derived.
 OY1113
 OY1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN835856(NAD 83)
 OY1113_MARKER: I = METAL ROD
 OY1113_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1113+WITH SETTING: INFORMATION.
 OY1113_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1113_STAMPING: H 435 1992
 OY1113_MARK LOGO: NGS   
 OY1113_PROJECTION: FLUSH
 OY1113_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1113+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1113_ROD/PIPE-DEPTH: 1.8  meters
 OY1113
 OY1113  HISTORY     - Date     Condition        Report By
 OY1113  HISTORY     - 1992     MONUMENTED       NGS
 OY1113
 OY1113                          STATION DESCRIPTION
 OY1113
 OY1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1113'6.2 KM (3.85 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY1113'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, 35.8 M (117.5 FT)
 OY1113'EAST OF THE CENTERLINE OF 700 WEST ROAD (RIVERSIDE ROAD), 28.4 M
 OY1113'(93.2 FT) SOUTHEAST OF A FENCE CORNER, 13.7 M (44.9 FT) SOUTHWEST OF
 OY1113'THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, AND 0.6 M
 OY1113'(2.0 FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 OY1113'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 OY1113'REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1136 ***********************************************************************
 OY1136  DESIGNATION -  H 436
 OY1136  PID         -  OY1136
 OY1136  STATE/COUNTY-  ID/BUTTE
 OY1136  USGS QUAD   -  HOWE PEAK (1972)
 OY1136
 OY1136                         *CURRENT SURVEY CONTROL
 OY1136  ___________________________________________________________________
 OY1136* NAD 83(1986)-  43 38 07.     (N)    113 06 30.     (W)     SCALED    
 OY1136* NAVD 88     -      1594.793  (meters)    5232.25   (feet)  ADJUSTED  
 OY1136  ___________________________________________________________________
 OY1136  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 OY1136  DYNAMIC HT  -        1593.927 (meters)    5229.41  (feet)  COMP
 OY1136  MODELED GRAV-     980,019.8   (mgal)                       NAVD 88
 OY1136
 OY1136  VERT ORDER  -  FIRST     CLASS II
 OY1136
 OY1136.The horizontal coordinates were scaled from a topographic map and have
 OY1136.an estimated accuracy of +/- 6 seconds.
 OY1136
 OY1136.The orthometric height was determined by differential leveling
 OY1136.and adjusted by the National Geodetic Survey in December 1992..
 OY1136
 OY1136.The geoid height was determined by GEOID03.
 OY1136
 OY1136.The dynamic height is computed by dividing the NAVD 88
 OY1136.geopotential number by the normal gravity value computed on the
 OY1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1136.degrees latitude (g = 980.6199 gals.).
 OY1136
 OY1136.The modeled gravity was interpolated from observed gravity values.
 OY1136
 OY1136;                    North         East    Units  Estimated Accuracy
 OY1136;SPC ID C     -   219,060.      571,950.      MT  (+/- 180 meters Scaled)
 OY1136
 OY1136                          SUPERSEDED SURVEY CONTROL
 OY1136
 OY1136  NGVD 29 (08/20/92) 1593.720  (m)         5228.73   (f) ADJUSTED    1 2
 OY1136
 OY1136.Superseded values are not recommended for survey control.
 OY1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1136.See file dsdata.txt to determine how the superseded data were derived.
 OY1136
 OY1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP299335(NAD 83)
 OY1136_MARKER: DV = VERTICAL CONTROL DISK
 OY1136_SETTING: 66 = SET IN ROCK OUTCROP
 OY1136_SP_SET: IN A DRILL HOLE IN BEDROCK
 OY1136_STAMPING: H 436 1992
 OY1136_MARK LOGO: NGS   
 OY1136_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1136+STABILITY: POSITION/ELEVATION WELL
 OY1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1136+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1136
 OY1136  HISTORY     - Date     Condition        Report By
 OY1136  HISTORY     - 1992     MONUMENTED       NGS
 OY1136
 OY1136                          STATION DESCRIPTION
 OY1136
 OY1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1136'20.1 KM (12.50 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1136'POST OFFICE IN HOWE, NEAR THE NORTHWEST END OF A 15 BY 30-FOOT AREA
 OY1136'OF OUTCROPPING BEDROCK ALONG THE NORTHWEST SLOPE OF A ROCKY KNOLL,
 OY1136'84.5 M (277.2 FT) SOUTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 OY1136'AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0517 ***********************************************************************
 QA0517  DESIGNATION -  H 44
 QA0517  PID         -  QA0517
 QA0517  STATE/COUNTY-  ID/BOISE
 QA0517  USGS QUAD   -  LOWMAN (1972)
 QA0517
 QA0517                         *CURRENT SURVEY CONTROL
 QA0517  ___________________________________________________________________
 QA0517* NAD 83(1986)-  44 03 48.     (N)    115 37 15.     (W)     SCALED    
 QA0517* NAVD 88     -      1506.678  (meters)    4943.16   (feet)  ADJUSTED  
 QA0517  ___________________________________________________________________
 QA0517  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 QA0517  DYNAMIC HT  -        1505.913 (meters)    4940.65  (feet)  COMP
 QA0517  MODELED GRAV-     980,058.4   (mgal)                       NAVD 88
 QA0517
 QA0517  VERT ORDER  -  SECOND    CLASS 0
 QA0517
 QA0517.The horizontal coordinates were scaled from a topographic map and have
 QA0517.an estimated accuracy of +/- 6 seconds.
 QA0517
 QA0517.The orthometric height was determined by differential leveling
 QA0517.and adjusted by the National Geodetic Survey in June 1991..
 QA0517
 QA0517.The geoid height was determined by GEOID03.
 QA0517
 QA0517.The dynamic height is computed by dividing the NAVD 88
 QA0517.geopotential number by the normal gravity value computed on the
 QA0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0517.degrees latitude (g = 980.6199 gals.).
 QA0517
 QA0517.The modeled gravity was interpolated from observed gravity values.
 QA0517
 QA0517;                    North         East    Units  Estimated Accuracy
 QA0517;SPC ID W     -   266,240.      810,350.      MT  (+/- 180 meters Scaled)
 QA0517
 QA0517                          SUPERSEDED SURVEY CONTROL
 QA0517
 QA0517  NGVD 29 (??/??/92) 1505.505  (m)         4939.31   (f) ADJ UNCH    2 0
 QA0517
 QA0517.Superseded values are not recommended for survey control.
 QA0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0517.See file dsdata.txt to determine how the superseded data were derived.
 QA0517
 QA0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ104798(NAD 83)
 QA0517_MARKER: DD = SURVEY DISK
 QA0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0517_STAMPING: H 44 1933
 QA0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0517+STABILITY: SURFACE MOTION
 QA0517
 QA0517  HISTORY     - Date     Condition        Report By
 QA0517  HISTORY     - 1933     MONUMENTED       USGS
 QA0517
 QA0517                          STATION DESCRIPTION
 QA0517
 QA0517'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0517'2.6 MI SW FROM LOWMAN.
 QA0517'2.6 MILES SOUTHWEST ALONG OLD STATE HIGHWAY 21 FROM THE JUNCTION OF
 QA0517'STATE HIGHWAY 17 AT LOWMAN, BOISE COUNTY, 0.6 MILE NORTHWEST OF THE
 QA0517'JUNCTION OF A NEW HIGHWAY, 30 FEET SOUTHWEST OF THE CENTERLINE OF OLD
 QA0517'STATE HIGHWAY 21, AND 10.3 FEET EAST OF A 5-FOOT PINE TREE PAINTED
 QA0517'USPBM 4938.8 ON ITS EAST SIDE.  A UNITED STATES GEOLOGICAL SURVEY
 QA0517'STANDARD DISK, STAMPED H 44 1933 AND SET IN THE TOP OF A CONCRETE
 QA0517'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0430 ***********************************************************************
 NT0430  DESIGNATION -  H 44
 NT0430  PID         -  NT0430
 NT0430  STATE/COUNTY-  ID/CARIBOU
 NT0430  USGS QUAD   -  CHINA HAT (1981)
 NT0430
 NT0430                         *CURRENT SURVEY CONTROL
 NT0430  ___________________________________________________________________
 NT0430* NAD 83(1986)-  42 48 48.     (N)    111 33 49.     (W)     SCALED    
 NT0430* NAVD 88     -      1875.906  (meters)    6154.53   (feet)  ADJUSTED  
 NT0430  ___________________________________________________________________
 NT0430  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 NT0430  DYNAMIC HT  -        1874.592 (meters)    6150.22  (feet)  COMP
 NT0430  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 NT0430
 NT0430  VERT ORDER  -  SECOND    CLASS 0
 NT0430
 NT0430.The horizontal coordinates were scaled from a topographic map and have
 NT0430.an estimated accuracy of +/- 6 seconds.
 NT0430
 NT0430.The orthometric height was determined by differential leveling
 NT0430.and adjusted by the National Geodetic Survey in June 1991..
 NT0430
 NT0430.The geoid height was determined by GEOID03.
 NT0430
 NT0430.The dynamic height is computed by dividing the NAVD 88
 NT0430.geopotential number by the normal gravity value computed on the
 NT0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0430.degrees latitude (g = 980.6199 gals.).
 NT0430
 NT0430.The modeled gravity was interpolated from observed gravity values.
 NT0430
 NT0430;                    North         East    Units  Estimated Accuracy
 NT0430;SPC ID E     -   127,540.      249,320.      MT  (+/- 180 meters Scaled)
 NT0430
 NT0430                          SUPERSEDED SURVEY CONTROL
 NT0430
 NT0430  NGVD 29 (??/??/92) 1874.646  (m)         6150.40   (f) ADJ UNCH    2 0
 NT0430
 NT0430.Superseded values are not recommended for survey control.
 NT0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0430.See file dsdata.txt to determine how the superseded data were derived.
 NT0430
 NT0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN539402(NAD 83)
 NT0430_MARKER: DB = BENCH MARK DISK
 NT0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0430_STAMPING: H 44 1934
 NT0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0430+STABILITY: SURFACE MOTION
 NT0430
 NT0430  HISTORY     - Date     Condition        Report By
 NT0430  HISTORY     - 1934     MONUMENTED       CGS
 NT0430  HISTORY     - 1951     MARK NOT FOUND   NGS
 NT0430
 NT0430                          STATION DESCRIPTION
 NT0430
 NT0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0430'7.4 MI S FROM HENRY.
 NT0430'7.4 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AT HENRY,
 NT0430'CARIBOU COUNTY, ABOUT 0.4 MILE NORTH OF A GATE AT A FENCE CORNER,
 NT0430'ABOUT 540 FEET SOUTH OF A CORRUGATED PIPE CULVERT, ABOUT 150 FEET
 NT0430'NORTH OF THE CREST OF A HILL IN THE ROAD, 39 FEET EAST OF THE CENTER
 NT0430'LINE OF THE HIGHWAY, AND ON THE CREST OF A SMALL RIDGE ON A BANK.  A
 NT0430'STANDARD DISK, STAMPED H 44 1934 AND SET IN THE TOP OF A CONCRETE
 NT0430'POST.  NOTE-- ROAD CONSTRUCTION IN THIS AREA MAY HAVE DESTROYED THIS
 NT0430'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0514 ***********************************************************************
 QA0514  DESIGNATION -  H 45
 QA0514  PID         -  QA0514
 QA0514  STATE/COUNTY-  ID/BOISE
 QA0514  USGS QUAD   -  LOWMAN (1972)
 QA0514
 QA0514                         *CURRENT SURVEY CONTROL
 QA0514  ___________________________________________________________________
 QA0514* NAD 83(1986)-  44 02 24.     (N)    115 35 57.     (W)     SCALED    
 QA0514* NAVD 88     -      1924.162  (meters)    6312.85   (feet)  ADJUSTED  
 QA0514  ___________________________________________________________________
 QA0514  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 QA0514  DYNAMIC HT  -        1923.026 (meters)    6309.13  (feet)  COMP
 QA0514  MODELED GRAV-     979,959.4   (mgal)                       NAVD 88
 QA0514
 QA0514  VERT ORDER  -  SECOND    CLASS 0
 QA0514
 QA0514.The horizontal coordinates were scaled from a topographic map and have
 QA0514.an estimated accuracy of +/- 6 seconds.
 QA0514
 QA0514.The orthometric height was determined by differential leveling
 QA0514.and adjusted by the National Geodetic Survey in June 1991..
 QA0514
 QA0514.The geoid height was determined by GEOID03.
 QA0514
 QA0514.The dynamic height is computed by dividing the NAVD 88
 QA0514.geopotential number by the normal gravity value computed on the
 QA0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0514.degrees latitude (g = 980.6199 gals.).
 QA0514
 QA0514.The modeled gravity was interpolated from observed gravity values.
 QA0514
 QA0514;                    North         East    Units  Estimated Accuracy
 QA0514;SPC ID W     -   263,650.      812,090.      MT  (+/- 180 meters Scaled)
 QA0514
 QA0514                          SUPERSEDED SURVEY CONTROL
 QA0514
 QA0514  NGVD 29 (??/??/92) 1922.887  (m)         6308.67   (f) ADJ UNCH    2 0
 QA0514
 QA0514.Superseded values are not recommended for survey control.
 QA0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0514.See file dsdata.txt to determine how the superseded data were derived.
 QA0514
 QA0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ122772(NAD 83)
 QA0514_MARKER: DD = SURVEY DISK
 QA0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0514_STAMPING: H 45 1933
 QA0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0514+STABILITY: SURFACE MOTION
 QA0514
 QA0514  HISTORY     - Date     Condition        Report By
 QA0514  HISTORY     - 1933     MONUMENTED       USGS
 QA0514
 QA0514                          STATION DESCRIPTION
 QA0514
 QA0514'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 QA0514'4.9 MI SW FROM LOWMAN.
 QA0514'4.9 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 QA0514'HIGHWAY 17 AT LOWMAN, BOISE COUNTY, 1.3 MILES NORTHEAST OF THE
 QA0514'JUNCTION OF A NEW HIGHWAY, 25 FEET WEST OF THE CENTER OF THE JUNCTION
 QA0514'OF A ROAD LEADING TO BANNER, AND 20 FEET NORTHWEST OF THE CENTERLINE
 QA0514'OF THE OLD HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 QA0514'STAMPED H 45 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0356 ***********************************************************************
 OX0356  DESIGNATION -  H 45
 OX0356  PID         -  OX0356
 OX0356  STATE/COUNTY-  ID/BONNEVILLE
 OX0356  USGS QUAD   -  HOMER VALLEY (1981)
 OX0356
 OX0356                         *CURRENT SURVEY CONTROL
 OX0356  ___________________________________________________________________
 OX0356* NAD 83(1986)-  43 09 40.     (N)    111 33 33.     (W)     SCALED    
 OX0356* NAVD 88     -      1942.921  (meters)    6374.40   (feet)  ADJUSTED  
 OX0356  ___________________________________________________________________
 OX0356  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 OX0356  DYNAMIC HT  -        1941.607 (meters)    6370.09  (feet)  COMP
 OX0356  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 OX0356
 OX0356  VERT ORDER  -  SECOND    CLASS 0
 OX0356
 OX0356.The horizontal coordinates were scaled from a topographic map and have
 OX0356.an estimated accuracy of +/- 6 seconds.
 OX0356
 OX0356.The orthometric height was determined by differential leveling
 OX0356.and adjusted by the National Geodetic Survey in June 1991..
 OX0356
 OX0356.The geoid height was determined by GEOID03.
 OX0356
 OX0356.The dynamic height is computed by dividing the NAVD 88
 OX0356.geopotential number by the normal gravity value computed on the
 OX0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0356.degrees latitude (g = 980.6199 gals.).
 OX0356
 OX0356.The modeled gravity was interpolated from observed gravity values.
 OX0356
 OX0356;                    North         East    Units  Estimated Accuracy
 OX0356;SPC ID E     -   166,180.      249,400.      MT  (+/- 180 meters Scaled)
 OX0356
 OX0356                          SUPERSEDED SURVEY CONTROL
 OX0356
 OX0356  NGVD 29 (??/??/92) 1941.647  (m)         6370.22   (f) ADJ UNCH    2 0
 OX0356
 OX0356.Superseded values are not recommended for survey control.
 OX0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0356.See file dsdata.txt to determine how the superseded data were derived.
 OX0356
 OX0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN545788(NAD 83)
 OX0356_MARKER: DB = BENCH MARK DISK
 OX0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0356_STAMPING: H 45 1934
 OX0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0356+STABILITY: SURFACE MOTION
 OX0356
 OX0356  HISTORY     - Date     Condition        Report By
 OX0356  HISTORY     - 1934     MONUMENTED       CGS
 OX0356
 OX0356                          STATION DESCRIPTION
 OX0356
 OX0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0356'7.5 MI N FROM HERMAN.
 OX0356'ABOUT 7.5 MILES NORTH ALONG THE HERMAN-BONE ROAD FROM THE RANGER
 OX0356'STATION AT HERMAN, BONNEVILLE COUNTY, 318 FEET EAST OF A CORRUGATED
 OX0356'IRON CULVERT, ON THE OUTSIDE OF AN ABRUPT CURVE, AT THE JUNCTION WITH
 OX0356'A TRAIL, 23 FEET WEST OF THE INTERSECTION OF THE CENTER LINES, 73 FEET
 OX0356'NORTHWEST OF CON MERILE FENCE CORNER, 16 FEET NORTH OF THE CENTER LINE
 OX0356'OF THE ROAD, AND 3 FEET SOUTH OF THE MUIR PROPERTY FENCE CORNER. A
 OX0356'STANDARD DISK, STAMPED H 45 1934 AND SET IN THE TOP OF A CONCRETE
 OX0356'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0182 ***********************************************************************
 OY0182  DESIGNATION -  H 46
 OY0182  PID         -  OY0182
 OY0182  STATE/COUNTY-  ID/BONNEVILLE
 OY0182  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0182
 OY0182                         *CURRENT SURVEY CONTROL
 OY0182  ___________________________________________________________________
 OY0182* NAD 83(1986)-  43 29 39.     (N)    112 02 23.     (W)     SCALED    
 OY0182* NAVD 88     -      1436.847  (meters)    4714.06   (feet)  ADJUSTED  
 OY0182  ___________________________________________________________________
 OY0182  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY0182  DYNAMIC HT  -        1436.092 (meters)    4711.58  (feet)  COMP
 OY0182  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 OY0182
 OY0182  VERT ORDER  -  FIRST     CLASS II
 OY0182
 OY0182.The horizontal coordinates were scaled from a topographic map and have
 OY0182.an estimated accuracy of +/- 6 seconds.
 OY0182
 OY0182.The orthometric height was determined by differential leveling
 OY0182.and adjusted by the National Geodetic Survey in December 1992..
 OY0182
 OY0182.The geoid height was determined by GEOID03.
 OY0182
 OY0182.The dynamic height is computed by dividing the NAVD 88
 OY0182.geopotential number by the normal gravity value computed on the
 OY0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0182.degrees latitude (g = 980.6199 gals.).
 OY0182
 OY0182.The modeled gravity was interpolated from observed gravity values.
 OY0182
 OY0182;                    North         East    Units  Estimated Accuracy
 OY0182;SPC ID E     -   203,000.      210,270.      MT  (+/- 180 meters Scaled)
 OY0182
 OY0182                          SUPERSEDED SURVEY CONTROL
 OY0182
 OY0182  NAVD 88 (06/15/91) 1436.849  (m)         4714.06   (f) UNKNOWN     1 2
 OY0182  NGVD 29 (08/20/92) 1435.775  (m)         4710.54   (f) ADJUSTED    1 2
 OY0182
 OY0182.Superseded values are not recommended for survey control.
 OY0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0182.See file dsdata.txt to determine how the superseded data were derived.
 OY0182
 OY0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP159162(NAD 83)
 OY0182_MARKER: DB = BENCH MARK DISK
 OY0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0182_SP_SET: FOUNDATION
 OY0182_STAMPING: H 46 1934
 OY0182_MARK LOGO: CGS   
 OY0182_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0182+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2004
 OY0182
 OY0182  HISTORY     - Date     Condition        Report By
 OY0182  HISTORY     - 1934     MONUMENTED       CGS
 OY0182  HISTORY     - 1960     GOOD             NGS
 OY0182  HISTORY     - 1967     GOOD             NGS
 OY0182  HISTORY     - 1978     GOOD             LOCSUR
 OY0182  HISTORY     - 1983     GOOD             NGS
 OY0182  HISTORY     - 19920702 GOOD             NGS
 OY0182  HISTORY     - 20040813 GOOD             USPSQD
 OY0182
 OY0182                          STATION DESCRIPTION
 OY0182
 OY0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0182'IN IDAHO FALLS.
 OY0182'AT IDAHO FALLS, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PARK
 OY0182'AVENUE AND C STREET, IN THE TOP AND 0.5 FOOT WEST OF THE EAST EDGE OF
 OY0182'THE COPING DIRECTLY UNDER THE SOUTH EDGE OF THE FIRST WINDOW NORTH OF
 OY0182'THE MAIN ENTRANCE TO THE POST OFFICE, AT THE NORTH END AND DIRECTLY
 OY0182'ABOVE THE THIRD STEP OF THE SECOND LEVEL SERIES, AND 9 FEET NORTH OF
 OY0182'THE CENTER OF THE MAIN ENTRANCE.
 OY0182
 OY0182                          STATION RECOVERY (1967)
 OY0182
 OY0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0182'RECOVERED IN GOOD CONDITION.
 OY0182
 OY0182                          STATION RECOVERY (1978)
 OY0182
 OY0182'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0182'RECOVERED IN GOOD CONDITION.
 OY0182
 OY0182                          STATION RECOVERY (1983)
 OY0182
 OY0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0182'RECOVERED IN GOOD CONDITION.
 OY0182
 OY0182                          STATION RECOVERY (1992)
 OY0182
 OY0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0182'IN IDAHO FALLS, AT THE INTERSECTION OF PARK AVENUE AND C STREET, IN
 OY0182'TOP OF THE SOUTHEAST CONCRETE BLOCK FOUNDATION OF THE HISTORIC POST
 OY0182'OFFICE, 28.3 M (92.8 FT) SOUTHWEST OF THE STREET CENTER, 13.8 M (45.3
 OY0182'FT) NORTHWEST OF THE AVENUE CENTER, 2.6 M (8.5 FT) NORTHEAST OF THE
 OY0182'MAIN ENTRANCE DOOR, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE AVENUE, AND
 OY0182'0.3 M (1.0 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE BUILDING.
 OY0182
 OY0182                          STATION RECOVERY (2004)
 OY0182
 OY0182'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 OY0182'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0191 ***********************************************************************
 NT0191  DESIGNATION -  H 47
 NT0191  PID         -  NT0191
 NT0191  STATE/COUNTY-  ID/BEAR LAKE
 NT0191  USGS QUAD   -  PEGRAM (1970)
 NT0191
 NT0191                         *CURRENT SURVEY CONTROL
 NT0191  ___________________________________________________________________
 NT0191* NAD 83(1986)-  42 12 37.     (N)    111 13 00.     (W)     SCALED    
 NT0191* NAVD 88     -      1825.818  (meters)    5990.20   (feet)  ADJUSTED  
 NT0191  ___________________________________________________________________
 NT0191  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NT0191  DYNAMIC HT  -        1824.410 (meters)    5985.59  (feet)  COMP
 NT0191  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 NT0191
 NT0191  VERT ORDER  -  SECOND    CLASS 0
 NT0191
 NT0191.The horizontal coordinates were scaled from a topographic map and have
 NT0191.an estimated accuracy of +/- 6 seconds.
 NT0191
 NT0191.The orthometric height was determined by differential leveling
 NT0191.and adjusted by the National Geodetic Survey in June 1991..
 NT0191
 NT0191.The geoid height was determined by GEOID03.
 NT0191
 NT0191.The dynamic height is computed by dividing the NAVD 88
 NT0191.geopotential number by the normal gravity value computed on the
 NT0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0191.degrees latitude (g = 980.6199 gals.).
 NT0191
 NT0191.The modeled gravity was interpolated from observed gravity values.
 NT0191
 NT0191;                    North         East    Units  Estimated Accuracy
 NT0191;SPC ID E     -    60,810.      278,450.      MT  (+/- 180 meters Scaled)
 NT0191
 NT0191                          SUPERSEDED SURVEY CONTROL
 NT0191
 NT0191  NGVD 29 (??/??/92) 1824.576  (m)         5986.13   (f) ADJ UNCH    2 0
 NT0191
 NT0191.Superseded values are not recommended for survey control.
 NT0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0191.See file dsdata.txt to determine how the superseded data were derived.
 NT0191
 NT0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM821731(NAD 83)
 NT0191_MARKER: DB = BENCH MARK DISK
 NT0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0191_STAMPING: H 47 1934
 NT0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0191+STABILITY: SURFACE MOTION
 NT0191
 NT0191  HISTORY     - Date     Condition        Report By
 NT0191  HISTORY     - 1934     MONUMENTED       CGS
 NT0191
 NT0191                          STATION DESCRIPTION
 NT0191
 NT0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0191'1.9 MI E FROM DINGLE.
 NT0191'ABOUT 1.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NT0191'AT DINGLE, BEAR LAKE COUNTY, ABOUT 220 FEET NORTH OF THE SEVENTH POLE
 NT0191'NORTHWEST OF MILEPOST 106, ABOUT 425 FEET SOUTHEAST OF THE SOUTHEAST
 NT0191'END OF BRIDGE 106.31 OVER BEAR RIVER, 105 FEET NORTHEAST OF THE CENTER
 NT0191'LINE OF THE TRACK, 47 FEET NORTH OF A SIGNAL POLE, 1.5 FEET SOUTHWEST
 NT0191'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE
 NT0191'RAIL.  A STANDARD DISK, STAMPED H 47 1934 AND SET IN THE TOP OF A
 NT0191'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0775 ***********************************************************************
 OZ0775  DESIGNATION -  H 48
 OZ0775  PID         -  OZ0775
 OZ0775  STATE/COUNTY-  ID/BOISE
 OZ0775  USGS QUAD   -  BIG OWL CREEK (1972)
 OZ0775
 OZ0775                         *CURRENT SURVEY CONTROL
 OZ0775  ___________________________________________________________________
 OZ0775* NAD 83(1986)-  43 58 01.     (N)    115 36 30.     (W)     SCALED    
 OZ0775* NAVD 88     -      1553.282  (meters)    5096.06   (feet)  ADJUSTED  
 OZ0775  ___________________________________________________________________
 OZ0775  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 OZ0775  DYNAMIC HT  -        1552.420 (meters)    5093.23  (feet)  COMP
 OZ0775  MODELED GRAV-     980,009.8   (mgal)                       NAVD 88
 OZ0775
 OZ0775  VERT ORDER  -  SECOND    CLASS 0
 OZ0775
 OZ0775.The horizontal coordinates were scaled from a topographic map and have
 OZ0775.an estimated accuracy of +/- 6 seconds.
 OZ0775
 OZ0775.The orthometric height was determined by differential leveling
 OZ0775.and adjusted by the National Geodetic Survey in June 1991..
 OZ0775
 OZ0775.The geoid height was determined by GEOID03.
 OZ0775
 OZ0775.The dynamic height is computed by dividing the NAVD 88
 OZ0775.geopotential number by the normal gravity value computed on the
 OZ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0775.degrees latitude (g = 980.6199 gals.).
 OZ0775
 OZ0775.The modeled gravity was interpolated from observed gravity values.
 OZ0775
 OZ0775;                    North         East    Units  Estimated Accuracy
 OZ0775;SPC ID W     -   255,530.      811,370.      MT  (+/- 180 meters Scaled)
 OZ0775
 OZ0775                          SUPERSEDED SURVEY CONTROL
 OZ0775
 OZ0775  NGVD 29 (??/??/92) 1552.060  (m)         5092.05   (f) ADJ UNCH    2 0
 OZ0775
 OZ0775.Superseded values are not recommended for survey control.
 OZ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0775.See file dsdata.txt to determine how the superseded data were derived.
 OZ0775
 OZ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ116691(NAD 83)
 OZ0775_MARKER: DD = SURVEY DISK
 OZ0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0775_STAMPING: H 48 1933
 OZ0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0775+STABILITY: SURFACE MOTION
 OZ0775
 OZ0775  HISTORY     - Date     Condition        Report By
 OZ0775  HISTORY     - 1933     MONUMENTED       USGS
 OZ0775  HISTORY     - 1950     GOOD             NGS
 OZ0775
 OZ0775                          STATION DESCRIPTION
 OZ0775
 OZ0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0775'IN BEAVER CREEK GUARD STATION.
 OZ0775'AT BEAVER CREEK GUARD STATION, 101 FEET SOUTHWEST OF THE CENTER LINE
 OZ0775'OF A FOREST SERVICE ROAD, 35.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OZ0775'OF A LOG CABIN, 13.6 FEET SOUTHWEST OF THE WEST CORNER OF A WOODEN
 OZ0775'BRIDGE OVER BEAVER CREEK, 7.4 FEET WEST OF THE NORTH GATE POST AT THE
 OZ0775'ENTRANCE TO THE GUARD STATION, 12 FEET NORTH OF THE CENTER LINE OF
 OZ0775'THE DRIVEWAY, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 OZ0775'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0163 ***********************************************************************
 NU0163  DESIGNATION -  H 49
 NU0163  PID         -  NU0163
 NU0163  STATE/COUNTY-  ID/BANNOCK
 NU0163  USGS QUAD   -  MC CAMMON (1968)
 NU0163
 NU0163                         *CURRENT SURVEY CONTROL
 NU0163  ___________________________________________________________________
 NU0163* NAD 83(1986)-  42 39 08.     (N)    112 11 30.     (W)     SCALED    
 NU0163* NAVD 88     -      1454.489  (meters)    4771.94   (feet)  ADJUSTED  
 NU0163  ___________________________________________________________________
 NU0163  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 NU0163  DYNAMIC HT  -        1453.573 (meters)    4768.93  (feet)  COMP
 NU0163  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 NU0163
 NU0163  VERT ORDER  -  FIRST     CLASS I
 NU0163
 NU0163.The horizontal coordinates were scaled from a topographic map and have
 NU0163.an estimated accuracy of +/- 6 seconds.
 NU0163
 NU0163.The orthometric height was determined by differential leveling
 NU0163.and adjusted by the National Geodetic Survey in June 1991..
 NU0163.WARNING-Repeat measurements at this control monument indicate possible
 NU0163.vertical movement.
 NU0163
 NU0163.The geoid height was determined by GEOID03.
 NU0163
 NU0163.The dynamic height is computed by dividing the NAVD 88
 NU0163.geopotential number by the normal gravity value computed on the
 NU0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0163.degrees latitude (g = 980.6199 gals.).
 NU0163
 NU0163.The modeled gravity was interpolated from observed gravity values.
 NU0163
 NU0163;                    North         East    Units  Estimated Accuracy
 NU0163;SPC ID E     -   109,470.      197,950.      MT  (+/- 180 meters Scaled)
 NU0163
 NU0163                          SUPERSEDED SURVEY CONTROL
 NU0163
 NU0163  NGVD 29 (??/??/92) 1453.403  (m)         4768.37   (f) ADJ UNCH    1 1
 NU0163
 NU0163.Superseded values are not recommended for survey control.
 NU0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0163.See file dsdata.txt to determine how the superseded data were derived.
 NU0163
 NU0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN023228(NAD 83)
 NU0163_MARKER: DB = BENCH MARK DISK
 NU0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0163_SP_SET: CONCRETE FOOTING
 NU0163_STAMPING: H 49 1934
 NU0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0163
 NU0163  HISTORY     - Date     Condition        Report By
 NU0163  HISTORY     - 1934     MONUMENTED       CGS
 NU0163  HISTORY     - 1960     GOOD             NGS
 NU0163
 NU0163                          STATION DESCRIPTION
 NU0163
 NU0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0163'IN MCCAMMON.
 NU0163'AT MCCAMMON, 275 FEET WEST OF THE WEST WALL OF THE UNION PACIFIC
 NU0163'RAILROAD STATION, ON TOP OF A 20-FOOT HIGH BENCH, IN THE TOP OF THE
 NU0163'CENTER OF THE EXTREME EAST CONCRETE FOOTING FOR A FORMER WATER TOWER,
 NU0163'2 FEET SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0339 ***********************************************************************
 PZ0339  DESIGNATION -  H 5
 PZ0339  PID         -  PZ0339
 PZ0339  STATE/COUNTY-  ID/CUSTER
 PZ0339  USGS QUAD   -  WARREN MOUNTAIN (1987)
 PZ0339
 PZ0339                         *CURRENT SURVEY CONTROL
 PZ0339  ___________________________________________________________________
 PZ0339* NAD 83(1986)-  44 01 26.     (N)    113 27 19.     (W)     SCALED    
 PZ0339* NAVD 88     -      2327.512  (meters)    7636.18   (feet)  ADJUSTED  
 PZ0339  ___________________________________________________________________
 PZ0339  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 PZ0339  DYNAMIC HT  -        2325.943 (meters)    7631.03  (feet)  COMP
 PZ0339  MODELED GRAV-     979,859.9   (mgal)                       NAVD 88
 PZ0339
 PZ0339  VERT ORDER  -  SECOND    CLASS 0
 PZ0339
 PZ0339.The horizontal coordinates were scaled from a topographic map and have
 PZ0339.an estimated accuracy of +/- 6 seconds.
 PZ0339
 PZ0339.The orthometric height was determined by differential leveling
 PZ0339.and adjusted by the National Geodetic Survey in June 1991..
 PZ0339
 PZ0339.The geoid height was determined by GEOID03.
 PZ0339
 PZ0339.The dynamic height is computed by dividing the NAVD 88
 PZ0339.geopotential number by the normal gravity value computed on the
 PZ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0339.degrees latitude (g = 980.6199 gals.).
 PZ0339
 PZ0339.The modeled gravity was interpolated from observed gravity values.
 PZ0339
 PZ0339;                    North         East    Units  Estimated Accuracy
 PZ0339;SPC ID C     -   261,990.      543,670.      MT  (+/- 180 meters Scaled)
 PZ0339
 PZ0339                          SUPERSEDED SURVEY CONTROL
 PZ0339
 PZ0339  NGVD 29 (??/??/92) 2326.151  (m)         7631.71   (f) ADJ UNCH    2 0
 PZ0339
 PZ0339.Superseded values are not recommended for survey control.
 PZ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0339.See file dsdata.txt to determine how the superseded data were derived.
 PZ0339
 PZ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP032774(NAD 83)
 PZ0339_MARKER: DD = SURVEY DISK
 PZ0339_SETTING: 80 = SET IN A BOULDER
 PZ0339_SP_SET: BOULDER
 PZ0339_STAMPING: H 5 1932
 PZ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0339+STABILITY: SURFACE MOTION
 PZ0339
 PZ0339  HISTORY     - Date     Condition        Report By
 PZ0339  HISTORY     - 1932     MONUMENTED       USGS
 PZ0339  HISTORY     - 1948     GOOD             NGS
 PZ0339
 PZ0339                          STATION DESCRIPTION
 PZ0339
 PZ0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0339'3.6 MI N FROM MOUNTAIN VIEW G. S..
 PZ0339'3.6 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE MOUNTAIN VIEW GUARD
 PZ0339'STATION, AT PASS CREEK SUMMIT, 130.0 FEET NORTH OF A SIGN, PASS CREEK
 PZ0339'SUMMIT ELEVATION 8200, 42.0 FEET EAST OF THE CENTER LINE OF THE PASS
 PZ0339'CREEK ROAD, 10.0 FEET WEST OF THE CENTER LINE OF A TRACK ROAD LEADING
 PZ0339'NORTHEAST, 1.7 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 PZ0339'SMALL BOULDER PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0557 ***********************************************************************
 PZ0557  DESIGNATION -  H 50
 PZ0557  PID         -  PZ0557
 PZ0557  STATE/COUNTY-  ID/CUSTER
 PZ0557  USGS QUAD   -  MAY (1989)
 PZ0557
 PZ0557                         *CURRENT SURVEY CONTROL
 PZ0557  ___________________________________________________________________
 PZ0557* NAD 83(1986)-  44 32 17.     (N)    113 53 22.     (W)     SCALED    
 PZ0557* NAVD 88     -      1572.222  (meters)    5158.20   (feet)  ADJUSTED  
 PZ0557  ___________________________________________________________________
 PZ0557  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 PZ0557  DYNAMIC HT  -        1571.399 (meters)    5155.50  (feet)  COMP
 PZ0557  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 PZ0557
 PZ0557  VERT ORDER  -  SECOND    CLASS 0
 PZ0557
 PZ0557.The horizontal coordinates were scaled from a topographic map and have
 PZ0557.an estimated accuracy of +/- 6 seconds.
 PZ0557
 PZ0557.The orthometric height was determined by differential leveling
 PZ0557.and adjusted by the National Geodetic Survey in June 1991..
 PZ0557
 PZ0557.The geoid height was determined by GEOID03.
 PZ0557
 PZ0557.The dynamic height is computed by dividing the NAVD 88
 PZ0557.geopotential number by the normal gravity value computed on the
 PZ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0557.degrees latitude (g = 980.6199 gals.).
 PZ0557
 PZ0557.The modeled gravity was interpolated from observed gravity values.
 PZ0557
 PZ0557;                    North         East    Units  Estimated Accuracy
 PZ0557;SPC ID C     -   318,990.      508,790.      MT  (+/- 180 meters Scaled)
 PZ0557
 PZ0557                          SUPERSEDED SURVEY CONTROL
 PZ0557
 PZ0557  NGVD 29 (??/??/92) 1570.977  (m)         5154.11   (f) ADJ UNCH    2 0
 PZ0557
 PZ0557.Superseded values are not recommended for survey control.
 PZ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0557.See file dsdata.txt to determine how the superseded data were derived.
 PZ0557
 PZ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ704356(NAD 83)
 PZ0557_MARKER: DB = BENCH MARK DISK
 PZ0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0557_STAMPING: H 50 1948
 PZ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0557+STABILITY: SURFACE MOTION
 PZ0557
 PZ0557  HISTORY     - Date     Condition        Report By
 PZ0557  HISTORY     - 1948     MONUMENTED       CGS
 PZ0557
 PZ0557                          STATION DESCRIPTION
 PZ0557
 PZ0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0557'5.5 MI SE FROM MAY.
 PZ0557'5.5 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE RANGER STATION
 PZ0557'AT MAY, AT A T FENCE CORNER, 146.0 FEET NORTH OF THE CENTER LINE OF
 PZ0557'THE ROAD, 31.5 FEET WEST OF THE CORNER FENCE POST, 2.7 FEET SOUTH OF
 PZ0557'AN EAST-WEST FENCE LINE, 2.2 FEET SOUTH OF A WITNESS POST, SET IN THE
 PZ0557'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0696 ***********************************************************************
 OZ0696  DESIGNATION -  H 50
 OZ0696  PID         -  OZ0696
 OZ0696  STATE/COUNTY-  ID/BOISE
 OZ0696  USGS QUAD   -  SUNSET MTN (1972)
 OZ0696
 OZ0696                         *CURRENT SURVEY CONTROL
 OZ0696  ___________________________________________________________________
 OZ0696* NAD 83(1986)-  43 55 56.     (N)    115 40 02.     (W)     SCALED    
 OZ0696* NAVD 88     -      1865.810  (meters)    6121.41   (feet)  ADJUSTED  
 OZ0696  ___________________________________________________________________
 OZ0696  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 OZ0696  DYNAMIC HT  -        1864.701 (meters)    6117.77  (feet)  COMP
 OZ0696  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 OZ0696
 OZ0696  VERT ORDER  -  SECOND    CLASS 0
 OZ0696
 OZ0696.The horizontal coordinates were scaled from a topographic map and have
 OZ0696.an estimated accuracy of +/- 6 seconds.
 OZ0696
 OZ0696.The orthometric height was determined by differential leveling
 OZ0696.and adjusted by the National Geodetic Survey in June 1991..
 OZ0696
 OZ0696.The geoid height was determined by GEOID03.
 OZ0696
 OZ0696.The dynamic height is computed by dividing the NAVD 88
 OZ0696.geopotential number by the normal gravity value computed on the
 OZ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0696.degrees latitude (g = 980.6199 gals.).
 OZ0696
 OZ0696.The modeled gravity was interpolated from observed gravity values.
 OZ0696
 OZ0696;                    North         East    Units  Estimated Accuracy
 OZ0696;SPC ID W     -   251,660.      806,650.      MT  (+/- 180 meters Scaled)
 OZ0696
 OZ0696                          SUPERSEDED SURVEY CONTROL
 OZ0696
 OZ0696  NGVD 29 (??/??/92) 1864.554  (m)         6117.29   (f) ADJ UNCH    2 0
 OZ0696
 OZ0696.Superseded values are not recommended for survey control.
 OZ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0696.See file dsdata.txt to determine how the superseded data were derived.
 OZ0696
 OZ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ069652(NAD 83)
 OZ0696_MARKER: DB = BENCH MARK DISK
 OZ0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0696_STAMPING: H 50 1933
 OZ0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0696+STABILITY: SURFACE MOTION
 OZ0696
 OZ0696  HISTORY     - Date     Condition        Report By
 OZ0696  HISTORY     - 1933     MONUMENTED       USGS
 OZ0696  HISTORY     - 1955     GOOD             NGS
 OZ0696
 OZ0696                          STATION DESCRIPTION
 OZ0696
 OZ0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0696'13.5 MI NE FROM IDAHO CITY.
 OZ0696'13.5 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0696'AT IDAHO CITY, BOISE COUNTY, 50 FEET SOUTHEAST OF THE CENTERLINE OF
 OZ0696'THE HIGHWAY, ON THE NORTHEAST SLOPE OF MOORES CREEK SUMMIT, AT THE
 OZ0696'NORTHEAST END OF A CUT, AND 4.5 FEET NORTHEAST OF A 1-FOOT FIR TREE. A
 OZ0696'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 50 1933 AND
 OZ0696'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0689 ***********************************************************************
 OZ0689  DESIGNATION -  H 51
 OZ0689  PID         -  OZ0689
 OZ0689  STATE/COUNTY-  ID/BOISE
 OZ0689  USGS QUAD   -  SUNSET MTN (1972)
 OZ0689
 OZ0689                         *CURRENT SURVEY CONTROL
 OZ0689  ___________________________________________________________________
 OZ0689* NAD 83(1986)-  43 52 44.     (N)    115 44 20.     (W)     SCALED    
 OZ0689* NAVD 88     -      1372.901  (meters)    4504.26   (feet)  ADJUSTED  
 OZ0689  ___________________________________________________________________
 OZ0689  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 OZ0689  DYNAMIC HT  -        1372.204 (meters)    4501.97  (feet)  COMP
 OZ0689  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 OZ0689
 OZ0689  VERT ORDER  -  SECOND    CLASS 0
 OZ0689
 OZ0689.The horizontal coordinates were scaled from a topographic map and have
 OZ0689.an estimated accuracy of +/- 6 seconds.
 OZ0689
 OZ0689.The orthometric height was determined by differential leveling
 OZ0689.and adjusted by the National Geodetic Survey in June 1991..
 OZ0689
 OZ0689.The geoid height was determined by GEOID03.
 OZ0689
 OZ0689.The dynamic height is computed by dividing the NAVD 88
 OZ0689.geopotential number by the normal gravity value computed on the
 OZ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0689.degrees latitude (g = 980.6199 gals.).
 OZ0689
 OZ0689.The modeled gravity was interpolated from observed gravity values.
 OZ0689
 OZ0689;                    North         East    Units  Estimated Accuracy
 OZ0689;SPC ID W     -   245,740.      800,890.      MT  (+/- 180 meters Scaled)
 OZ0689
 OZ0689                          SUPERSEDED SURVEY CONTROL
 OZ0689
 OZ0689  NGVD 29 (??/??/92) 1371.764  (m)         4500.53   (f) ADJ UNCH    2 0
 OZ0689
 OZ0689.Superseded values are not recommended for survey control.
 OZ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0689.See file dsdata.txt to determine how the superseded data were derived.
 OZ0689
 OZ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ013591(NAD 83)
 OZ0689_MARKER: DD = SURVEY DISK
 OZ0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0689_STAMPING: H 51 1933
 OZ0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0689+STABILITY: SURFACE MOTION
 OZ0689
 OZ0689  HISTORY     - Date     Condition        Report By
 OZ0689  HISTORY     - 1933     MONUMENTED       USGS
 OZ0689
 OZ0689                          STATION DESCRIPTION
 OZ0689
 OZ0689'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 OZ0689'6.9 MI NE FROM IDAHO CITY.
 OZ0689'6.9 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0689'AT IDAHO CITY, BOISE COUNTY, 41.5 FEET NORTHWEST OF THE CENTERLINE OF
 OZ0689'THE HIGHWAY, 28.5 FEET NORTH OF THE NORTHWEST END OF A CONCRETE BOX
 OZ0689'CULVERT, AT THE CENTER OF THE CROSSING OF THE GOLD HILL MINE WATER
 OZ0689'DITCH, AND 4.3 FEET SOUTHWEST OF A 4-FOOT PINE TREE.  A UNITED STATES
 OZ0689'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 51 1933 AND SET IN THE TOP
 OZ0689'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0465 ***********************************************************************
 PZ0465  DESIGNATION -  H 51
 PZ0465  PID         -  PZ0465
 PZ0465  STATE/COUNTY-  ID/CUSTER
 PZ0465  USGS QUAD   -  DONKEY HILLS NW (1989)
 PZ0465
 PZ0465                         *CURRENT SURVEY CONTROL
 PZ0465  ___________________________________________________________________
 PZ0465* NAD 83(1986)-  44 23 26.     (N)    113 43 57.     (W)     SCALED    
 PZ0465* NAVD 88     -      1842.738  (meters)    6045.72   (feet)  ADJUSTED  
 PZ0465  ___________________________________________________________________
 PZ0465  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 PZ0465  DYNAMIC HT  -        1841.668 (meters)    6042.21  (feet)  COMP
 PZ0465  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 PZ0465
 PZ0465  VERT ORDER  -  SECOND    CLASS 0
 PZ0465
 PZ0465.The horizontal coordinates were scaled from a topographic map and have
 PZ0465.an estimated accuracy of +/- 6 seconds.
 PZ0465
 PZ0465.The orthometric height was determined by differential leveling
 PZ0465.and adjusted by the National Geodetic Survey in June 1991..
 PZ0465
 PZ0465.The geoid height was determined by GEOID03.
 PZ0465
 PZ0465.The dynamic height is computed by dividing the NAVD 88
 PZ0465.geopotential number by the normal gravity value computed on the
 PZ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0465.degrees latitude (g = 980.6199 gals.).
 PZ0465
 PZ0465.The modeled gravity was interpolated from observed gravity values.
 PZ0465
 PZ0465;                    North         East    Units  Estimated Accuracy
 PZ0465;SPC ID C     -   302,630.      521,310.      MT  (+/- 180 meters Scaled)
 PZ0465
 PZ0465                          SUPERSEDED SURVEY CONTROL
 PZ0465
 PZ0465  NGVD 29 (??/??/92) 1841.412  (m)         6041.37   (f) ADJ UNCH    2 0
 PZ0465
 PZ0465.Superseded values are not recommended for survey control.
 PZ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0465.See file dsdata.txt to determine how the superseded data were derived.
 PZ0465
 PZ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ823188(NAD 83)
 PZ0465_MARKER: DB = BENCH MARK DISK
 PZ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0465_STAMPING: H 51 1948
 PZ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0465+STABILITY: SURFACE MOTION
 PZ0465
 PZ0465  HISTORY     - Date     Condition        Report By
 PZ0465  HISTORY     - 1948     MONUMENTED       CGS
 PZ0465
 PZ0465                          STATION DESCRIPTION
 PZ0465
 PZ0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0465'8.8 MI S FROM PATTERSON.
 PZ0465'8.2 MILES SOUTH ALONG THE PATTERSON ROAD FROM THE POST OFFICE AT
 PZ0465'PATTERSON, THENCE 0.6 MILE SOUTH ALONG THE DOUBLE SPRINGS ROAD, ABOUT
 PZ0465'0.6 MILE SOUTH OF THE Y INTERSECTION OF THE DOUBLE SPRINGS ROAD AND
 PZ0465'PAHSIMEROI ROAD, ABOUT 0.2 MILE SOUTH OF A DIM TRACK ROAD LEADING
 PZ0465'EAST, 86.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.4 FEET
 PZ0465'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PZ0465'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0409 ***********************************************************************
 PZ0409  DESIGNATION -  H 52
 PZ0409  PID         -  PZ0409
 PZ0409  STATE/COUNTY-  ID/CUSTER
 PZ0409  USGS QUAD   -  MOFFETT SPRINGS (1987)
 PZ0409
 PZ0409                         *CURRENT SURVEY CONTROL
 PZ0409  ___________________________________________________________________
 PZ0409* NAD 83(1986)-  44 17 12.     (N)    113 28 56.     (W)     SCALED    
 PZ0409* NAVD 88     -      1999.113  (meters)    6558.76   (feet)  ADJUSTED  
 PZ0409  ___________________________________________________________________
 PZ0409  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 PZ0409  DYNAMIC HT  -        1997.889 (meters)    6554.74  (feet)  COMP
 PZ0409  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 PZ0409
 PZ0409  VERT ORDER  -  SECOND    CLASS 0
 PZ0409
 PZ0409.The horizontal coordinates were scaled from a topographic map and have
 PZ0409.an estimated accuracy of +/- 6 seconds.
 PZ0409
 PZ0409.The orthometric height was determined by differential leveling
 PZ0409.and adjusted by the National Geodetic Survey in June 1991..
 PZ0409
 PZ0409.The geoid height was determined by GEOID03.
 PZ0409
 PZ0409.The dynamic height is computed by dividing the NAVD 88
 PZ0409.geopotential number by the normal gravity value computed on the
 PZ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0409.degrees latitude (g = 980.6199 gals.).
 PZ0409
 PZ0409.The modeled gravity was interpolated from observed gravity values.
 PZ0409
 PZ0409;                    North         East    Units  Estimated Accuracy
 PZ0409;SPC ID C     -   291,180.      541,330.      MT  (+/- 180 meters Scaled)
 PZ0409
 PZ0409                          SUPERSEDED SURVEY CONTROL
 PZ0409
 PZ0409  NGVD 29 (??/??/92) 1997.747  (m)         6554.27   (f) ADJ UNCH    2 0
 PZ0409
 PZ0409.Superseded values are not recommended for survey control.
 PZ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0409.See file dsdata.txt to determine how the superseded data were derived.
 PZ0409
 PZ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ019067(NAD 83)
 PZ0409_MARKER: DB = BENCH MARK DISK
 PZ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0409_STAMPING: H 52 1948
 PZ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0409+STABILITY: SURFACE MOTION
 PZ0409
 PZ0409  HISTORY     - Date     Condition        Report By
 PZ0409  HISTORY     - 1948     MONUMENTED       CGS
 PZ0409  HISTORY     - 1983     MARK NOT FOUND   USGS
 PZ0409  HISTORY     - 20020606 MARK NOT FOUND   IDTD
 PZ0409
 PZ0409                          STATION DESCRIPTION
 PZ0409
 PZ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0409'16.2 MI NW FROM CLYDE.
 PZ0409'16.2 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0409'CLYDE, ABOUT 0.2 MILES EAST OF THE Y INTERSECTION OF THE PAHSIMEROI
 PZ0409'ROAD AND A DIRT ROAD LEADING SOUTHEAST, NEAR THE TOP OF A SMALL RISE,
 PZ0409'49.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5.5 FEET EAST OF A
 PZ0409'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 PZ0409'ABOVE THE GROUND.
 PZ0409
 PZ0409                          STATION RECOVERY (1983)
 PZ0409
 PZ0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0409'MARK NOT FOUND.
 PZ0409
 PZ0409                          STATION RECOVERY (2002)
 PZ0409
 PZ0409'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JW)
 PZ0409'A VERY THOROUGH SEARCH WAS CONDUCTED WITH THE FINDING OF THE OLD, WOOD
 PZ0409'WITNESS POST LYING DOWN.  NO EVIDENCE WAS FOUND OF ITS ORIGINAL
 PZ0409'LOCATION.  SOME OLD AUTOMOBILE WRECKAGE (A BUMPER) AT THIS SITE MAY
 PZ0409'INDICATE THAT THE POST AND THE MARK WERE HIT AND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0386 ***********************************************************************
 PZ0386  DESIGNATION -  H 53
 PZ0386  PID         -  PZ0386
 PZ0386  STATE/COUNTY-  ID/CUSTER
 PZ0386  USGS QUAD   -  MULKEY BAR (1987)
 PZ0386
 PZ0386                         *CURRENT SURVEY CONTROL
 PZ0386  ___________________________________________________________________
 PZ0386* NAD 83(1986)-  44 14 24.     (N)    113 22 22.     (W)     SCALED    
 PZ0386* NAVD 88     -      1901.047  (meters)    6237.02   (feet)  ADJUSTED  
 PZ0386  ___________________________________________________________________
 PZ0386  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 PZ0386  DYNAMIC HT  -        1899.894 (meters)    6233.24  (feet)  COMP
 PZ0386  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 PZ0386
 PZ0386  VERT ORDER  -  SECOND    CLASS 0
 PZ0386
 PZ0386.The horizontal coordinates were scaled from a topographic map and have
 PZ0386.an estimated accuracy of +/- 6 seconds.
 PZ0386
 PZ0386.The orthometric height was determined by differential leveling
 PZ0386.and adjusted by the National Geodetic Survey in June 1991..
 PZ0386
 PZ0386.The geoid height was determined by GEOID03.
 PZ0386
 PZ0386.The dynamic height is computed by dividing the NAVD 88
 PZ0386.geopotential number by the normal gravity value computed on the
 PZ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0386.degrees latitude (g = 980.6199 gals.).
 PZ0386
 PZ0386.The modeled gravity was interpolated from observed gravity values.
 PZ0386
 PZ0386;                    North         East    Units  Estimated Accuracy
 PZ0386;SPC ID C     -   286,050.      550,100.      MT  (+/- 180 meters Scaled)
 PZ0386
 PZ0386                          SUPERSEDED SURVEY CONTROL
 PZ0386
 PZ0386  NGVD 29 (??/??/92) 1899.702  (m)         6232.61   (f) ADJ UNCH    2 0
 PZ0386
 PZ0386.Superseded values are not recommended for survey control.
 PZ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0386.See file dsdata.txt to determine how the superseded data were derived.
 PZ0386
 PZ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ105012(NAD 83)
 PZ0386_MARKER: DB = BENCH MARK DISK
 PZ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0386_STAMPING: H 53 1948
 PZ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0386+STABILITY: SURFACE MOTION
 PZ0386
 PZ0386  HISTORY     - Date     Condition        Report By
 PZ0386  HISTORY     - 1948     MONUMENTED       CGS
 PZ0386
 PZ0386                          STATION DESCRIPTION
 PZ0386
 PZ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0386'7.6 MI S FROM FAIRVIEW G. S..
 PZ0386'7.6 MILES SOUTH ALONG THE SAWMILL CANYON ROAD FROM THE FAIRVIEW GUARD
 PZ0386'STATION, ABOUT 0.5 MILE NORTH OF THE Y INTERSECTION OF THE SAWMILL
 PZ0386'CANYON ROAD AND THE PAHSIMEROI ROAD, ABOUT 95 YARDS NORTHWEST OF THE
 PZ0386'NORTHWEST CORNER OF A WOODEN BRIDGE OVER SUMMIT CREEK, AT THE
 PZ0386'NORTHWEST CORNER OF THE INTERSECTION OF THE SAWMILL CANYON ROAD AND A
 PZ0386'GRAVEL ROAD LEADING WEST, 48.5 FEET WEST OF THE CENTER LINE OF THE
 PZ0386'SAWMILL CANYON ROAD, 38.0 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 PZ0386'ROAD LEADING WEST, 3.0 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 PZ0386'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0543 ***********************************************************************
 OY0543  DESIGNATION -  H 54
 OY0543  PID         -  OY0543
 OY0543  STATE/COUNTY-  ID/BUTTE
 OY0543  USGS QUAD   -  HOWE NE (1969)
 OY0543
 OY0543                         *CURRENT SURVEY CONTROL
 OY0543  ___________________________________________________________________
 OY0543* NAD 83(1986)-  43 55 29.     (N)    113 07 19.     (W)     SCALED    
 OY0543* NAVD 88     -      1587.117  (meters)    5207.07   (feet)  ADJUSTED  
 OY0543  ___________________________________________________________________
 OY0543  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 OY0543  DYNAMIC HT  -        1586.244 (meters)    5204.20  (feet)  COMP
 OY0543  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 OY0543
 OY0543  VERT ORDER  -  SECOND    CLASS 0
 OY0543
 OY0543.The horizontal coordinates were scaled from a topographic map and have
 OY0543.an estimated accuracy of +/- 6 seconds.
 OY0543
 OY0543.The orthometric height was determined by differential leveling
 OY0543.and adjusted by the National Geodetic Survey in June 1991..
 OY0543
 OY0543.The geoid height was determined by GEOID03.
 OY0543
 OY0543.The dynamic height is computed by dividing the NAVD 88
 OY0543.geopotential number by the normal gravity value computed on the
 OY0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0543.degrees latitude (g = 980.6199 gals.).
 OY0543
 OY0543.The modeled gravity was interpolated from observed gravity values.
 OY0543
 OY0543;                    North         East    Units  Estimated Accuracy
 OY0543;SPC ID C     -   251,210.      570,510.      MT  (+/- 180 meters Scaled)
 OY0543
 OY0543                          SUPERSEDED SURVEY CONTROL
 OY0543
 OY0543  NGVD 29 (??/??/92) 1585.973  (m)         5203.31   (f) ADJ UNCH    2 0
 OY0543
 OY0543.Superseded values are not recommended for survey control.
 OY0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0543.See file dsdata.txt to determine how the superseded data were derived.
 OY0543
 OY0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP296657(NAD 83)
 OY0543_MARKER: DB = BENCH MARK DISK
 OY0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0543_STAMPING: H 54 1948
 OY0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0543+STABILITY: SURFACE MOTION
 OY0543
 OY0543  HISTORY     - Date     Condition        Report By
 OY0543  HISTORY     - 1948     MONUMENTED       CGS
 OY0543
 OY0543                          STATION DESCRIPTION
 OY0543
 OY0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0543'11.2 MI NW FROM HOWE.
 OY0543'ABOUT 11.2 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE POST
 OY0543'OFFICE AT HOWE, ON THE EAST SLOPE OF A GRADE, AT A CUT, 90.0 FEET
 OY0543'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 16.0 FEET SOUTHWEST OF THE
 OY0543'WEST BANK OF A DRY WASH, 6.0 FEET WEST OF A WITNESS POST, SET IN THE
 OY0543'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0562 ***********************************************************************
 OY0562  DESIGNATION -  H 55
 OY0562  PID         -  OY0562
 OY0562  STATE/COUNTY-  ID/CUSTER
 OY0562  USGS QUAD   -  METHODIST CREEK (1969)
 OY0562
 OY0562                         *CURRENT SURVEY CONTROL
 OY0562  ___________________________________________________________________
 OY0562* NAD 83(1986)-  43 55 13.     (N)    113 27 01.     (W)     SCALED    
 OY0562* NAVD 88     -      1839.595  (meters)    6035.40   (feet)  ADJUSTED  
 OY0562  ___________________________________________________________________
 OY0562  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 OY0562  DYNAMIC HT  -        1838.455 (meters)    6031.66  (feet)  COMP
 OY0562  MODELED GRAV-     979,934.5   (mgal)                       NAVD 88
 OY0562
 OY0562  VERT ORDER  -  SECOND    CLASS 0
 OY0562
 OY0562.The horizontal coordinates were scaled from a topographic map and have
 OY0562.an estimated accuracy of +/- 6 seconds.
 OY0562
 OY0562.The orthometric height was determined by differential leveling
 OY0562.and adjusted by the National Geodetic Survey in June 1991..
 OY0562
 OY0562.The geoid height was determined by GEOID03.
 OY0562
 OY0562.The dynamic height is computed by dividing the NAVD 88
 OY0562.geopotential number by the normal gravity value computed on the
 OY0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0562.degrees latitude (g = 980.6199 gals.).
 OY0562
 OY0562.The modeled gravity was interpolated from observed gravity values.
 OY0562
 OY0562;                    North         East    Units  Estimated Accuracy
 OY0562;SPC ID C     -   250,490.      544,150.      MT  (+/- 180 meters Scaled)
 OY0562
 OY0562                          SUPERSEDED SURVEY CONTROL
 OY0562
 OY0562  NGVD 29 (??/??/92) 1838.339  (m)         6031.28   (f) ADJ UNCH    2 0
 OY0562
 OY0562.Superseded values are not recommended for survey control.
 OY0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0562.See file dsdata.txt to determine how the superseded data were derived.
 OY0562
 OY0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP032659(NAD 83)
 OY0562_MARKER: DB = BENCH MARK DISK
 OY0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0562_STAMPING: H 55 1948
 OY0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0562+STABILITY: SURFACE MOTION
 OY0562
 OY0562  HISTORY     - Date     Condition        Report By
 OY0562  HISTORY     - 1948     MONUMENTED       CGS
 OY0562
 OY0562                          STATION DESCRIPTION
 OY0562
 OY0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0562'4.7 MI N FROM LESLIE.
 OY0562'ABOUT 4.7 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE POST OFFICE
 OY0562'AT LESLIE, ON THE SOUTH SLOPE OF A LONG GRADE, AT THE POINT OF A HILL,
 OY0562'68.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTH OF
 OY0562'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OY0562'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0364 ***********************************************************************
 PZ0364  DESIGNATION -  H 56
 PZ0364  PID         -  PZ0364
 PZ0364  STATE/COUNTY-  ID/LEMHI
 PZ0364  USGS QUAD   -  COAL KILN CANYON (1987)
 PZ0364
 PZ0364                         *CURRENT SURVEY CONTROL
 PZ0364  ___________________________________________________________________
 PZ0364* NAD 83(1986)-  44 22 02.     (N)    113 13 31.     (W)     SCALED    
 PZ0364* NAVD 88     -      2261.957  (meters)    7421.10   (feet)  ADJUSTED  
 PZ0364  ___________________________________________________________________
 PZ0364  GEOID HEIGHT-         -10.72  (meters)                     GEOID03
 PZ0364  DYNAMIC HT  -        2260.547 (meters)    7416.48  (feet)  COMP
 PZ0364  MODELED GRAV-     979,912.6   (mgal)                       NAVD 88
 PZ0364
 PZ0364  VERT ORDER  -  SECOND    CLASS 0
 PZ0364
 PZ0364.The horizontal coordinates were scaled from a topographic map and have
 PZ0364.an estimated accuracy of +/- 6 seconds.
 PZ0364
 PZ0364.The orthometric height was determined by differential leveling
 PZ0364.and adjusted by the National Geodetic Survey in June 1991..
 PZ0364
 PZ0364.The geoid height was determined by GEOID03.
 PZ0364
 PZ0364.The dynamic height is computed by dividing the NAVD 88
 PZ0364.geopotential number by the normal gravity value computed on the
 PZ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0364.degrees latitude (g = 980.6199 gals.).
 PZ0364
 PZ0364.The modeled gravity was interpolated from observed gravity values.
 PZ0364
 PZ0364;                    North         East    Units  Estimated Accuracy
 PZ0364;SPC ID C     -   300,290.      561,750.      MT  (+/- 180 meters Scaled)
 PZ0364
 PZ0364                          SUPERSEDED SURVEY CONTROL
 PZ0364
 PZ0364  NGVD 29 (??/??/92) 2260.546  (m)         7416.47   (f) ADJ UNCH    2 0
 PZ0364
 PZ0364.Superseded values are not recommended for survey control.
 PZ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0364.See file dsdata.txt to determine how the superseded data were derived.
 PZ0364
 PZ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ226150(NAD 83)
 PZ0364_MARKER: DB = BENCH MARK DISK
 PZ0364_SETTING: 80 = SET IN A BOULDER
 PZ0364_SP_SET: BOULDER
 PZ0364_STAMPING: H 56 1948
 PZ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0364+STABILITY: SURFACE MOTION
 PZ0364
 PZ0364  HISTORY     - Date     Condition        Report By
 PZ0364  HISTORY     - 1948     MONUMENTED       CGS
 PZ0364  HISTORY     - 1983     GOOD             USGS
 PZ0364
 PZ0364                          STATION DESCRIPTION
 PZ0364
 PZ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0364'9.7 MI S FROM GILMORE.
 PZ0364'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 PZ0364'GILMORE, THENCE 2.4 MILES WEST ALONG THE SPRING CANYON ROAD, AT THE
 PZ0364'MOUTH OF SPRING CANYON, 96.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PZ0364'ROAD, SET IN THE TOP OF A LARGE BOULDER PROJECTING 2.5 FEET ABOVE THE
 PZ0364'GROUND.
 PZ0364
 PZ0364                          STATION RECOVERY (1983)
 PZ0364
 PZ0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0364'22.9 MILES SOUTH ALONG STATE ROUTE 28 FROM THE POST OFFICE AT
 PZ0364'LEADORE, THEN 2.4 MILES SOUTHWEST ALONG THE SPRING MTN. CANYON ROAD,
 PZ0364'AND 98 FT. SOUTHEAST OF THE CENTERLINE OF THE ROAD, AT THE MOUTH OF
 PZ0364'THE SPRING CANYON SET IN THE TOP OF A LARGE BOULDER ,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0467 ***********************************************************************
 OY0467  DESIGNATION -  H 57
 OY0467  PID         -  OY0467
 OY0467  STATE/COUNTY-  ID/JEFFERSON
 OY0467  USGS QUAD   -  CIRCULAR BUTTE NW (1969)
 OY0467
 OY0467                         *CURRENT SURVEY CONTROL
 OY0467  ___________________________________________________________________
 OY0467* NAD 83(1992)-  43 55 34.61222(N)    112 37 56.22492(W)     ADJUSTED  
 OY0467* NAVD 88     -      1461.949  (meters)    4796.41   (feet)  ADJUSTED  
 OY0467  ___________________________________________________________________
 OY0467  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 OY0467  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OY0467  DYNAMIC HT  -        1461.236 (meters)    4794.07  (feet)  COMP
 OY0467  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 OY0467
 OY0467  HORZ ORDER  -  SECOND
 OY0467  VERT ORDER  -  FIRST     CLASS II
 OY0467
 OY0467.The horizontal coordinates were established by classical geodetic methods
 OY0467.and adjusted by the National Geodetic Survey in July 1992..
 OY0467
 OY0467.The orthometric height was determined by differential leveling
 OY0467.and adjusted by the National Geodetic Survey in December 1992..
 OY0467
 OY0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0467
 OY0467.The geoid height was determined by GEOID03.
 OY0467
 OY0467.The dynamic height is computed by dividing the NAVD 88
 OY0467.geopotential number by the normal gravity value computed on the
 OY0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0467.degrees latitude (g = 980.6199 gals.).
 OY0467
 OY0467.The modeled gravity was interpolated from observed gravity values.
 OY0467
 OY0467;                    North         East     Units Scale Factor Converg.
 OY0467;SPC ID E     -   251,110.014   162,610.293   MT  0.99996456   -0 19 22.9
 OY0467;SPC ID C     -   251,914.104   609,829.601   MT  1.00009568   +0 56 56.1
 OY0467;UTM  12      - 4,864,980.091   368,970.405   MT  0.99981117   -1 07 57.1
 OY0467
 OY0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0467!SPC ID E     -   0.99977261  x   0.99996456  =   0.99973718
 OY0467!SPC ID C     -   0.99977261  x   1.00009568  =   0.99986827
 OY0467!UTM  12      -   0.99977261  x   0.99981117  =   0.99958382
 OY0467
 OY0467                          SUPERSEDED SURVEY CONTROL
 OY0467
 OY0467  NAD 83(1986)-  43 55 34.60710(N)    112 37 56.21469(W) AD(       ) 2
 OY0467  NAD 27      -  43 55 34.94100(N)    112 37 53.24700(W) AD(       ) 2
 OY0467  NAVD 88 (06/15/91) 1461.946  (m)         4796.40   (f) UNKNOWN     1 2
 OY0467  NGVD 29 (08/20/92) 1460.874  (m)         4792.88   (f) ADJUSTED    1 2
 OY0467
 OY0467.Superseded values are not recommended for survey control.
 OY0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0467.See file dsdata.txt to determine how the superseded data were derived.
 OY0467
 OY0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP6897064980(NAD 83)
 OY0467_MARKER: DB = BENCH MARK DISK
 OY0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0467_SP_SET: CONCRETE POST
 OY0467_STAMPING: H 57 1948
 OY0467_MARK LOGO: CGS   
 OY0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0467+STABILITY: SURFACE MOTION
 OY0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0467+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 OY0467
 OY0467  HISTORY     - Date     Condition        Report By
 OY0467  HISTORY     - 1948     MONUMENTED       CGS
 OY0467  HISTORY     - 1950     GOOD             CGS
 OY0467  HISTORY     - 1972     GOOD             USGS
 OY0467  HISTORY     - 19920324 GOOD             NGS
 OY0467  HISTORY     - 20010522 GOOD             IDTD
 OY0467
 OY0467                          STATION DESCRIPTION
 OY0467
 OY0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0467'11.6 MI NW FROM TERRETON.
 OY0467'ABOUT 11.6 MILES NORTHWEST ALONG STATE HIGHWAY NO. 28 FROM THE POST
 OY0467'OFFICE AT TERRETON, AT THE INTERSECTION OF STATE HIGHWAY NO. 28 AND A
 OY0467'DIRT ROAD LEADING NORTHEAST, 51.0 FEET NORTHWEST OF THE CENTER LINE OF
 OY0467'THE HIGHWAY, 21.5 FEET NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD,
 OY0467'3.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OY0467'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0467
 OY0467                          STATION RECOVERY (1950)
 OY0467
 OY0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 OY0467'SEE STATION NATURAL
 OY0467
 OY0467                          STATION RECOVERY (1972)
 OY0467
 OY0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0467'REACHED FROM THE TERRETON POST OFFICE GO NORTHWEST ON STATE HIGHWAY
 OY0467'28 FOR 11.7 TO MILEPOST NO. 178, CONTINUE NORTHWEST ON STATE HIGHWAY
 OY0467'28 FOR 0.2 MILE TO THE BENCH MARK ON THE RIGHT, 61 FEET NORTHEAST OF
 OY0467'THE CENTER OF STATE HIGHWAY 28, 27.05 FEET NORTH-NORTHEAST OF
 OY0467'TRIANGULATION STATION NATURAL 1950, AND 21 FEET NORTHWEST OF AN
 OY0467'ABANDONED TRACK ROAD NORTHEAST, SET IN A CYLINDRICAL CONCRETE
 OY0467'MONUMENT THAT IS 10- INCHES IN DIAMETER, AND PROJECTS 2 INCHES.
 OY0467
 OY0467                          STATION RECOVERY (1992)
 OY0467
 OY0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0467'4.9 KM (3.05 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 OY0467'IN TERRETON, THENCE 14.4 KM (8.95 MI) NORTHWESTERLY ALONG STATE
 OY0467'HIGHWAY 28 (SALMON HIGHWAY), 16.5 M (54.1 FT) NORTHEAST OF THE
 OY0467'HIGHWAY CENTERLINE, 8.2 M (26.9 FT) NORTHEAST OF TRIANGULATION
 OY0467'STATION NATURAL, 7.0 M (23.0 FT) NORTHWEST OF THE CENTER OF A TRACK
 OY0467'ROAD, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 OY0467'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 OY0467
 OY0467                          STATION RECOVERY (2001)
 OY0467
 OY0467'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JW)
 OY0467'FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 33, WEST OF MUD LAKE,
 OY0467'PROCEED NORTHWEST ON SH-28 FOR 8.927 MILES TO MILEPOST 24.077 AND THE
 OY0467'MARK ON THE RIGHT. THE MARK IS 1.0 METERS SOUTHWEST OF A WITNESS POST.
 OY0467' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0465 ***********************************************************************
 RY0465  DESIGNATION -  H 59
 RY0465  PID         -  RY0465
 RY0465  STATE/COUNTY-  ID/IDAHO
 RY0465  USGS QUAD   -  GLENWOOD (1994)
 RY0465
 RY0465                         *CURRENT SURVEY CONTROL
 RY0465  ___________________________________________________________________
 RY0465* NAD 83(1986)-  46 08 27.     (N)    115 52 21.     (W)     SCALED    
 RY0465* NAVD 88     -       400.303  (meters)    1313.33   (feet)  ADJUSTED  
 RY0465  ___________________________________________________________________
 RY0465  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 RY0465  DYNAMIC HT  -         400.269 (meters)    1313.22  (feet)  COMP
 RY0465  MODELED GRAV-     980,520.2   (mgal)                       NAVD 88
 RY0465
 RY0465  VERT ORDER  -  FIRST     CLASS II
 RY0465
 RY0465.The horizontal coordinates were scaled from a topographic map and have
 RY0465.an estimated accuracy of +/- 6 seconds.
 RY0465
 RY0465.The orthometric height was determined by differential leveling
 RY0465.and adjusted by the National Geodetic Survey in June 1991..
 RY0465
 RY0465.The geoid height was determined by GEOID03.
 RY0465
 RY0465.The dynamic height is computed by dividing the NAVD 88
 RY0465.geopotential number by the normal gravity value computed on the
 RY0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0465.degrees latitude (g = 980.6199 gals.).
 RY0465
 RY0465.The modeled gravity was interpolated from observed gravity values.
 RY0465
 RY0465;                    North         East    Units  Estimated Accuracy
 RY0465;SPC ID W     -   497,100.      790,540.      MT  (+/- 180 meters Scaled)
 RY0465
 RY0465                          SUPERSEDED SURVEY CONTROL
 RY0465
 RY0465  NGVD 29 (??/??/92)  399.239  (m)         1309.84   (f) ADJ UNCH    1 2
 RY0465
 RY0465.Superseded values are not recommended for survey control.
 RY0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0465.See file dsdata.txt to determine how the superseded data were derived.
 RY0465
 RY0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM870103(NAD 83)
 RY0465_MARKER: DB = BENCH MARK DISK
 RY0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0465_STAMPING: H 59 1950
 RY0465_MARK LOGO: CGS   
 RY0465_PROJECTION: PROJECTING 6 CENTIMETERS
 RY0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0465+STABILITY: SURFACE MOTION
 RY0465
 RY0465  HISTORY     - Date     Condition        Report By
 RY0465  HISTORY     - 1950     MONUMENTED       CGS
 RY0465  HISTORY     - 1980     GOOD             NGS
 RY0465
 RY0465                          STATION DESCRIPTION
 RY0465
 RY0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0465'6.9 MI E FROM KOOSKIA.
 RY0465'0.3 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT KOOSKIA,
 RY0465'THENCE 6.6 MILES EAST ALONG STATE HIGHWAY 9, ABOUT 100 YARDS WEST OF
 RY0465'THE JUNCTION OF A PRIVATE DRIVEWAY LEADING NORTH TO THE WILLIS
 RY0465'RESIDENCE, ABOUT 78 YARDS EAST OF THE JUNCTION OF A PRIVATE DRIVEWAY
 RY0465'LEADING NORTH TO THE RAY COMFORT RESIDENCE, 26.9 FEET EAST OF A
 RY0465'TELEPHONE POLE, 22 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RY0465'2.0 FEET SOUTH OF A FENCE, 1.8 FEET WEST OF A WITNESS POST, ABOUT 1
 RY0465'1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RY0465'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RY0465
 RY0465                          STATION RECOVERY (1980)
 RY0465
 RY0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0465'11.7 KILOMETERS (7.3 MILES) EAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0465'JUNCTION OF STATE HIGHWAY 13 IN KOOSKIA, 0.2 KILOMETER (0.1 MILE)
 RY0465'WEST OF A POWER LINE CROSSING THE HIGHWAY AND THE LOCHSA RIVER TO
 RY0465'A RANCH HOUSE, AT THE WEST END OF A HIGHWAY CURVE, 100.0 METERS
 RY0465'(328 FEET) EAST OF HIGHWAY MILEPOST 81, 7.3 METERS (24.0 FEET) NORTH
 RY0465'OF THE CENTERLINE OF THE HIGHWAY, 77.2 METERS (253 FEET) EAST OF THE
 RY0465'CENTERLINE OF A PRIVATE DRIVE TO A TWO-STORY FRAME HOUSE, 29.6 METERS
 RY0465'(97.0 FEET) WEST OF THE WEST POST OF A TRIPLE-POST BRACE IN THE
 RY0465'HIGHWAY RIGHT-OF-WAY FENCE, 14.9 METERS (49.0 FEET) NORTH ACROSS THE
 RY0465'HIGHWAY FROM THE WEST END OF A STEEL GUARDRAIL, 0.45 METER (1.5
 RY0465'FEET) SOUTH OF THE FENCE LINE.
 RY0465'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 RY0465'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0272 ***********************************************************************
 RA0272  DESIGNATION -  H 6
 RA0272  PID         -  RA0272
 RA0272  STATE/COUNTY-  ID/VALLEY
 RA0272  USGS QUAD   -  GRANITE LAKE (1963)
 RA0272
 RA0272                         *CURRENT SURVEY CONTROL
 RA0272  ___________________________________________________________________
 RA0272* NAD 83(1986)-  45 05 34.     (N)    116 02 48.     (W)     SCALED    
 RA0272* NAVD 88     -      1631.273  (meters)    5351.93   (feet)  ADJUSTED  
 RA0272  ___________________________________________________________________
 RA0272  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 RA0272  DYNAMIC HT  -        1630.556 (meters)    5349.58  (feet)  COMP
 RA0272  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 RA0272
 RA0272  VERT ORDER  -  SECOND    CLASS 0
 RA0272
 RA0272.The horizontal coordinates were scaled from a topographic map and have
 RA0272.an estimated accuracy of +/- 6 seconds.
 RA0272
 RA0272.The orthometric height was determined by differential leveling
 RA0272.and adjusted by the National Geodetic Survey in June 1991..
 RA0272
 RA0272.The geoid height was determined by GEOID03.
 RA0272
 RA0272.The dynamic height is computed by dividing the NAVD 88
 RA0272.geopotential number by the normal gravity value computed on the
 RA0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0272.degrees latitude (g = 980.6199 gals.).
 RA0272
 RA0272.The modeled gravity was interpolated from observed gravity values.
 RA0272
 RA0272;                    North         East    Units  Estimated Accuracy
 RA0272;SPC ID W     -   380,660.      776,650.      MT  (+/- 180 meters Scaled)
 RA0272
 RA0272                          SUPERSEDED SURVEY CONTROL
 RA0272
 RA0272  NGVD 29 (??/??/92) 1630.060  (m)         5347.96   (f) ADJ UNCH    2 0
 RA0272
 RA0272.Superseded values are not recommended for survey control.
 RA0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0272.See file dsdata.txt to determine how the superseded data were derived.
 RA0272
 RA0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK750936(NAD 83)
 RA0272_MARKER: DD = SURVEY DISK
 RA0272_SETTING: 66 = SET IN ROCK OUTCROP
 RA0272_SP_SET: GRANITE OUTCROP
 RA0272_STAMPING: H 6 1934
 RA0272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0272+STABILITY: POSITION/ELEVATION WELL
 RA0272
 RA0272  HISTORY     - Date     Condition        Report By
 RA0272  HISTORY     - 1934     MONUMENTED       USGS
 RA0272  HISTORY     - 1959     GOOD             NGS
 RA0272
 RA0272                          STATION DESCRIPTION
 RA0272
 RA0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RA0272'14.0 MI N FROM MCCALL.
 RA0272'14.0 MILES NORTH ALONG AN ASPHALT AND GRAVEL ROAD LEADING TO BURGDORF
 RA0272'FROM THE JUNCTION OF STATE HIGHWAY 15 AT MCCALL, AT THE SUMMIT OF A
 RA0272'SHORT GRADE, IN TOP OF A 4-BY 5-FOOT GRANITE OUTCROP WHICH IS ABOUT
 RA0272'FLUSH WITH THE GROUND, 18 FEET WEST OF THE CNETER LINE OF THE ROAD,
 RA0272'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0342 ***********************************************************************
 PZ0342  DESIGNATION -  H 6
 PZ0342  PID         -  PZ0342
 PZ0342  STATE/COUNTY-  ID/CUSTER
 PZ0342  USGS QUAD   -  WARREN MOUNTAIN (1987)
 PZ0342
 PZ0342                         *CURRENT SURVEY CONTROL
 PZ0342  ___________________________________________________________________
 PZ0342* NAD 83(1986)-  44 02 43.     (N)    113 27 11.     (W)     SCALED    
 PZ0342* NAVD 88     -      2185.560  (meters)    7170.46   (feet)  ADJUSTED  
 PZ0342  ___________________________________________________________________
 PZ0342  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 PZ0342  DYNAMIC HT  -        2184.120 (meters)    7165.73  (feet)  COMP
 PZ0342  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 PZ0342
 PZ0342  VERT ORDER  -  SECOND    CLASS 0
 PZ0342
 PZ0342.The horizontal coordinates were scaled from a topographic map and have
 PZ0342.an estimated accuracy of +/- 6 seconds.
 PZ0342
 PZ0342.The orthometric height was determined by differential leveling
 PZ0342.and adjusted by the National Geodetic Survey in June 1991..
 PZ0342
 PZ0342.The geoid height was determined by GEOID03.
 PZ0342
 PZ0342.The dynamic height is computed by dividing the NAVD 88
 PZ0342.geopotential number by the normal gravity value computed on the
 PZ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0342.degrees latitude (g = 980.6199 gals.).
 PZ0342
 PZ0342.The modeled gravity was interpolated from observed gravity values.
 PZ0342
 PZ0342;                    North         East    Units  Estimated Accuracy
 PZ0342;SPC ID C     -   264,370.      543,830.      MT  (+/- 180 meters Scaled)
 PZ0342
 PZ0342                          SUPERSEDED SURVEY CONTROL
 PZ0342
 PZ0342  NGVD 29 (??/??/92) 2184.211  (m)         7166.03   (f) ADJ UNCH    2 0
 PZ0342
 PZ0342.Superseded values are not recommended for survey control.
 PZ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0342.See file dsdata.txt to determine how the superseded data were derived.
 PZ0342
 PZ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP034798(NAD 83)
 PZ0342_MARKER: DD = SURVEY DISK
 PZ0342_SETTING: 80 = SET IN A BOULDER
 PZ0342_SP_SET: BOULDER
 PZ0342_STAMPING: H 6 1932
 PZ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0342+STABILITY: SURFACE MOTION
 PZ0342
 PZ0342  HISTORY     - Date     Condition        Report By
 PZ0342  HISTORY     - 1932     MONUMENTED       USGS
 PZ0342  HISTORY     - 1948     GOOD             NGS
 PZ0342
 PZ0342                          STATION DESCRIPTION
 PZ0342
 PZ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0342'5.6 MI N FROM MOUNTAIN VIEW G. S..
 PZ0342'5.6 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE MOUNTAIN VIEW GUARD
 PZ0342'STATION, ABOUT 0.2 MILE SOUTH OF WET CREEK, AT THE NORTH END OF AN S
 PZ0342'CURVE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF THE PASS CREEK
 PZ0342'ROAD AND A TRACK ROAD LEADING NORTHEAST, 116.5 FEET EAST OF THE CENTER
 PZ0342'LINE OF THE PASS CREEK ROAD, 7.0 FEET SOUTH OF THE CENTER LINE OF THE
 PZ0342'TRACK ROAD LEADING NORTHEAST, SET IN THE TOP OF A SMALL BOULDER
 PZ0342'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0175 ***********************************************************************
 OH0175  DESIGNATION -  H 6
 OH0175  PID         -  OH0175
 OH0175  STATE/COUNTY-  ID/GEM
 OH0175  USGS QUAD   -  NORTHEAST EMMETT (1985)
 OH0175
 OH0175                         *CURRENT SURVEY CONTROL
 OH0175  ___________________________________________________________________
 OH0175* NAD 83(1986)-  43 52 31.     (N)    116 29 37.     (W)     SCALED    
 OH0175* NAVD 88     -       725.327  (meters)    2379.68   (feet)  ADJUSTED  
 OH0175  ___________________________________________________________________
 OH0175  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 OH0175  DYNAMIC HT  -         725.087 (meters)    2378.89  (feet)  COMP
 OH0175  MODELED GRAV-     980,264.0   (mgal)                       NAVD 88
 OH0175
 OH0175  VERT ORDER  -  SECOND    CLASS 0
 OH0175
 OH0175.The horizontal coordinates were scaled from a topographic map and have
 OH0175.an estimated accuracy of +/- 6 seconds.
 OH0175
 OH0175.The orthometric height was determined by differential leveling
 OH0175.and adjusted by the National Geodetic Survey in June 1991..
 OH0175
 OH0175.The geoid height was determined by GEOID03.
 OH0175
 OH0175.The dynamic height is computed by dividing the NAVD 88
 OH0175.geopotential number by the normal gravity value computed on the
 OH0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0175.degrees latitude (g = 980.6199 gals.).
 OH0175
 OH0175.The modeled gravity was interpolated from observed gravity values.
 OH0175
 OH0175;                    North         East    Units  Estimated Accuracy
 OH0175;SPC ID W     -   245,600.      740,240.      MT  (+/- 180 meters Scaled)
 OH0175
 OH0175                          SUPERSEDED SURVEY CONTROL
 OH0175
 OH0175  NGVD 29 (??/??/92)  724.371  (m)         2376.54   (f) ADJ UNCH    2 0
 OH0175
 OH0175.Superseded values are not recommended for survey control.
 OH0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0175.See file dsdata.txt to determine how the superseded data were derived.
 OH0175
 OH0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ406581(NAD 83)
 OH0175_MARKER: DD = SURVEY DISK
 OH0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0175_SP_SET: FLAGPOLE BASE
 OH0175_STAMPING: H 6 1935
 OH0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0175
 OH0175  HISTORY     - Date     Condition        Report By
 OH0175  HISTORY     - 1935     MONUMENTED       USGS
 OH0175  HISTORY     - 1970     GOOD             NGS
 OH0175
 OH0175                          STATION DESCRIPTION
 OH0175
 OH0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0175'IN EMMETT.
 OH0175'AT EMMETT, GEM COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 OH0175'EAST MAIN STREET, AND JOHNS AVENUE, 150 FEET WEST OF THE WEST CURB OF
 OH0175'JOHNS AVENUE, 33 FEET SOUTH OF THE SOUTH CURB OF EAST MAIN STREET, 33
 OH0175'FEET EAST OF THE MAIN ENTRANCE TO THE HIGH SCHOOL, AND IN THE TOP OF
 OH0175'THE NORTHWEST CORNER OF THE CONCRETE FLAGPOLE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AE9968 ***********************************************************************
 AE9968  DESIGNATION -  H 6 RESET
 AE9968  PID         -  AE9968
 AE9968  STATE/COUNTY-  ID/WASHINGTON
 AE9968  USGS QUAD   -  WEISER SOUTH (1951)
 AE9968
 AE9968                         *CURRENT SURVEY CONTROL
 AE9968  ___________________________________________________________________
 AE9968* NAD 83(1986)-  44 14 44.     (N)    116 57 02.     (W)     SCALED    
 AE9968* NAVD 88     -       645.40   (meters)    2117.4    (feet)  RESET     
 AE9968  ___________________________________________________________________
 AE9968  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 AE9968
 AE9968  VERT ORDER  -  THIRD
 AE9968
 AE9968.The horizontal coordinates were scaled from a topographic map and have
 AE9968.an estimated accuracy of +/- 6 seconds.
 AE9968
 AE9968.The orthometric height was computed from unverified reset data.
 AE9968
 AE9968.The geoid height was determined by GEOID03.
 AE9968
 AE9968;                    North         East    Units  Estimated Accuracy
 AE9968;SPC ID W     -   287,180.      704,110.      MT  (+/- 180 meters Scaled)
 AE9968
 AE9968                          SUPERSEDED SURVEY CONTROL
 AE9968
 AE9968.No superseded survey control is available for this station.
 AE9968
 AE9968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ039991(NAD 83)
 AE9968_MARKER: DB = BENCH MARK DISK
 AE9968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9968_STAMPING: H 6 RESET 1938
 AE9968_MARK LOGO: CGS   
 AE9968_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9968+STABILITY: SURFACE MOTION
 AE9968
 AE9968  HISTORY     - Date     Condition        Report By
 AE9968  HISTORY     - 1938     MONUMENTED       WPA
 AE9968
 AE9968                          STATION DESCRIPTION
 AE9968
 AE9968'DESCRIBED BY WORKS PROGRESS ADMINISTRATION 1938 (RJB)
 AE9968'IN WEISER, AT THE COURTHOUSE, AT THE CORNER OF EAST COURT AVENUE AND
 AE9968'11TH EAST STREET IN THE CORNER OF A NORTH AND EAST-WEST SIDEWALKS, 60
 AE9968'FEET (18.3 M) WEST OF THE EXTENDED WEST SIDE OF OLD COURT HOUSE, 6
 AE9968'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0325 ***********************************************************************
 RY0325  DESIGNATION -  H 60
 RY0325  PID         -  RY0325
 RY0325  STATE/COUNTY-  ID/IDAHO
 RY0325  USGS QUAD   -  COOLWATER MOUNTAIN (1994)
 RY0325
 RY0325                         *CURRENT SURVEY CONTROL
 RY0325  ___________________________________________________________________
 RY0325* NAD 83(1986)-  46 13 42.     (N)    115 25 28.     (W)     SCALED    
 RY0325* NAVD 88     -       528.070  (meters)    1732.51   (feet)  ADJUSTED  
 RY0325  ___________________________________________________________________
 RY0325  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 RY0325  DYNAMIC HT  -         527.992 (meters)    1732.25  (feet)  COMP
 RY0325  MODELED GRAV-     980,453.0   (mgal)                       NAVD 88
 RY0325
 RY0325  VERT ORDER  -  FIRST     CLASS II
 RY0325
 RY0325.The horizontal coordinates were scaled from a topographic map and have
 RY0325.an estimated accuracy of +/- 6 seconds.
 RY0325
 RY0325.The orthometric height was determined by differential leveling
 RY0325.and adjusted by the National Geodetic Survey in June 1991..
 RY0325.WARNING-Repeat measurements at this control monument indicate possible
 RY0325.vertical movement.
 RY0325
 RY0325.The geoid height was determined by GEOID03.
 RY0325
 RY0325.The dynamic height is computed by dividing the NAVD 88
 RY0325.geopotential number by the normal gravity value computed on the
 RY0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0325.degrees latitude (g = 980.6199 gals.).
 RY0325
 RY0325.The modeled gravity was interpolated from observed gravity values.
 RY0325
 RY0325;                    North         East    Units  Estimated Accuracy
 RY0325;SPC ID W     -   506,870.      825,110.      MT  (+/- 180 meters Scaled)
 RY0325
 RY0325                          SUPERSEDED SURVEY CONTROL
 RY0325
 RY0325  NGVD 29 (??/??/92)  526.953  (m)         1728.85   (f) ADJ UNCH    1 2
 RY0325
 RY0325.Superseded values are not recommended for survey control.
 RY0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0325.See file dsdata.txt to determine how the superseded data were derived.
 RY0325
 RY0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM214206(NAD 83)
 RY0325_MARKER: DB = BENCH MARK DISK
 RY0325_SETTING: 80 = SET IN A BOULDER
 RY0325_STAMPING: H 60 1950
 RY0325_MARK LOGO: CGS   
 RY0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0325+STABILITY: SURFACE MOTION
 RY0325
 RY0325  HISTORY     - Date     Condition        Report By
 RY0325  HISTORY     - 1950     MONUMENTED       CGS
 RY0325  HISTORY     - 1980     GOOD             NGS
 RY0325
 RY0325                          STATION DESCRIPTION
 RY0325
 RY0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0325'13.9 MI NE FROM LOWELL.
 RY0325'13.9 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF
 RY0325'THE STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, IN THE TOP OF A
 RY0325'LARGE BOULDER ON THE NORTHWEST BANK OF THE RIVER, AT A SMALL STREAM,
 RY0325'80.3 FEET NORTH OF A 40-INCH CEDAR TREE, 27 1/2 FEET SOUTHEAST OF THE
 RY0325'CENTER LINE OF THE HIGHWAY, 20.4 FEET SOUTHWEST OF THE SOUTHEAST END
 RY0325'OF A 30-INCH CORRUGATED METAL PIPE CULVERT, 14.7 FEET SOUTH OF A
 RY0325'11-INCH CEDAR TREE, ABOUT 3 1/2 FEET LOWER THAN THE HIGHWAY, AND
 RY0325'MARKED BY A PAINTED B M.
 RY0325
 RY0325                          STATION RECOVERY (1980)
 RY0325
 RY0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0325'17.2 KILOMETERS (10.7 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0325'LOCHSA RANGER STATION, 0.6 KILOMETER (0.4 MILES) SOUTHWEST OF THE
 RY0325'NORTHWEST END OF THE SPLIT CREEK PACK BRIDGE OVER THE LOCHSA RIVER,
 RY0325'SET IN TOP OF A 2.5 X 5.3 METER (8 X 18 FOOT) GRANITE BOULDER ON THE
 RY0325'NORTHWEST BANK OF THE LOCHSA RIVER, 10.9 METERS (35.8 FEET) NORTHEAST
 RY0325'OF HIGHWAY MILEPOST 111, 9.3 METERS (30.4 FEET) SOUTHEAST OF THE
 RY0325'CENTERLINE OF THE HIGHWAY, 24.4 METERS (80.3 FEET) NORTHEAST OF
 RY0325'A 120-CENTIMETER (48-INCH) DIAMETER CEDAR TREE, 6.1 METERS (20.4
 RY0325'FEET) SOUTHWEST OF THE TOP CENTER OF THE SOUTHEAST END OF A
 RY0325'75-CENTIMETER (30-INCH) DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY,
 RY0325'2.0 METERS (6.6 FEET) NORTHEAST OF THE SOUTHWEST EDGE OF THE BOULDER,
 RY0325'1.0 METER (3.3 FEET) NORTHWEST OF THE SOUTHEAST EDGE OF THE BOULDER.
 RY0325'THE MARK IS 1.1 METERS  SW FROM A WITNESS POST.
 RY0325'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0288 ***********************************************************************
 RY0288  DESIGNATION -  H 61
 RY0288  PID         -  RY0288
 RY0288  STATE/COUNTY-  ID/IDAHO
 RY0288  USGS QUAD   -  LIZ BUTTE (1994)
 RY0288
 RY0288                         *CURRENT SURVEY CONTROL
 RY0288  ___________________________________________________________________
 RY0288* NAD 83(1986)-  46 24 10.     (N)    115 18 51.     (W)     SCALED    
 RY0288* NAVD 88     -      1618.919  (meters)    5311.40   (feet)  ADJUSTED  
 RY0288  ___________________________________________________________________
 RY0288  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 RY0288  DYNAMIC HT  -        1618.451 (meters)    5309.87  (feet)  COMP
 RY0288  MODELED GRAV-     980,267.8   (mgal)                       NAVD 88
 RY0288
 RY0288  VERT ORDER  -  FIRST     CLASS II
 RY0288
 RY0288.The horizontal coordinates were scaled from a topographic map and have
 RY0288.an estimated accuracy of +/- 6 seconds.
 RY0288
 RY0288.The orthometric height was determined by differential leveling
 RY0288.and adjusted by the National Geodetic Survey in June 1991..
 RY0288
 RY0288.The geoid height was determined by GEOID03.
 RY0288
 RY0288.The dynamic height is computed by dividing the NAVD 88
 RY0288.geopotential number by the normal gravity value computed on the
 RY0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0288.degrees latitude (g = 980.6199 gals.).
 RY0288
 RY0288.The modeled gravity was interpolated from observed gravity values.
 RY0288
 RY0288;                    North         East    Units  Estimated Accuracy
 RY0288;SPC ID W     -   526,300.      833,510.      MT  (+/- 180 meters Scaled)
 RY0288
 RY0288                          SUPERSEDED SURVEY CONTROL
 RY0288
 RY0288  NGVD 29 (??/??/92) 1617.662  (m)         5307.28   (f) ADJ UNCH    1 2
 RY0288
 RY0288.Superseded values are not recommended for survey control.
 RY0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0288.See file dsdata.txt to determine how the superseded data were derived.
 RY0288
 RY0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM295401(NAD 83)
 RY0288_MARKER: DB = BENCH MARK DISK
 RY0288_SETTING: 80 = SET IN A BOULDER
 RY0288_STAMPING: H 61 1950
 RY0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0288+STABILITY: SURFACE MOTION
 RY0288
 RY0288  HISTORY     - Date     Condition        Report By
 RY0288  HISTORY     - 1950     MONUMENTED       CGS
 RY0288
 RY0288                          STATION DESCRIPTION
 RY0288
 RY0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0288'6.0 MI N FROM LOCHSA RANGER STATION.
 RY0288'1.3 MILES EAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER STATION,
 RY0288'THENCE 4.7 MILES NORTH ALONG FOREST SERVICE TRAIL NO. 203, 5.4 MILES
 RY0288'EAST OF SHERMAN SADDLE, ON THE WEST SLOPE OF A HILL, ABOUT 96 YARDS
 RY0288'SOUTH OF A POINT WHERE THE TRAIL CROSSES A SMALL STREAM, 41 FEET
 RY0288'SOUTHEAST OF AN 8-INCH WHITE PINE TREE MARKED BY A TRIANGULAR BLAZE,
 RY0288'38 FEET EAST OF AND ABOUT 10 FEET HIGHER THAN THE TRAIL, IN THE TOP OF
 RY0288'THE APPROXIMATE CENTER OF A LARGE GRANITE BOULDER MARKED BY A PAINTED
 RY0288'B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0244 ***********************************************************************
 RY0244  DESIGNATION -  H 62
 RY0244  PID         -  RY0244
 RY0244  STATE/COUNTY-  ID/IDAHO
 RY0244  USGS QUAD   -  ROUNDTOP (1994)
 RY0244
 RY0244                         *CURRENT SURVEY CONTROL
 RY0244  ___________________________________________________________________
 RY0244* NAD 83(1986)-  46 34 40.     (N)    114 37 04.     (W)     SCALED    
 RY0244* NAVD 88     -      1191.328  (meters)    3908.55   (feet)  ADJUSTED  
 RY0244  ___________________________________________________________________
 RY0244  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 RY0244  DYNAMIC HT  -        1191.058 (meters)    3907.66  (feet)  COMP
 RY0244  MODELED GRAV-     980,347.0   (mgal)                       NAVD 88
 RY0244
 RY0244  VERT ORDER  -  FIRST     CLASS II
 RY0244
 RY0244.The horizontal coordinates were scaled from a topographic map and have
 RY0244.an estimated accuracy of +/- 6 seconds.
 RY0244
 RY0244.The orthometric height was determined by differential leveling
 RY0244.and adjusted by the National Geodetic Survey in June 1991..
 RY0244
 RY0244.The geoid height was determined by GEOID03.
 RY0244
 RY0244.The dynamic height is computed by dividing the NAVD 88
 RY0244.geopotential number by the normal gravity value computed on the
 RY0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0244.degrees latitude (g = 980.6199 gals.).
 RY0244
 RY0244.The modeled gravity was interpolated from observed gravity values.
 RY0244
 RY0244;                    North         East    Units  Estimated Accuracy
 RY0244;SPC ID W     -   546,280.      886,780.      MT  (+/- 180 meters Scaled)
 RY0244
 RY0244                          SUPERSEDED SURVEY CONTROL
 RY0244
 RY0244  NGVD 29 (??/??/92) 1190.160  (m)         3904.72   (f) ADJ UNCH    1 2
 RY0244
 RY0244.Superseded values are not recommended for survey control.
 RY0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0244.See file dsdata.txt to determine how the superseded data were derived.
 RY0244
 RY0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM825610(NAD 83)
 RY0244_MARKER: DB = BENCH MARK DISK
 RY0244_SETTING: 80 = SET IN A BOULDER
 RY0244_STAMPING: H 62 1950
 RY0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0244+STABILITY: SURFACE MOTION
 RY0244
 RY0244  HISTORY     - Date     Condition        Report By
 RY0244  HISTORY     - 1950     MONUMENTED       CGS
 RY0244  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0244
 RY0244                          STATION DESCRIPTION
 RY0244
 RY0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0244'8.7 MI NE FROM POWELL RANGER STATION.
 RY0244'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0244'STATION, THENCE 7.8 MILES NORTHEAST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0244'0.2 MILE SOUTHWEST OF THE WEST END OF A BRIDGE OVER CROOKED FORK
 RY0244'CREEK, 0.1 MILE EAST OF BRUSHY FORK GUARD STATION, IN THE TOP OF A
 RY0244'5-FOOT HIGH GRAITE BOULDER, DIRECTLY ACROSS THE HIGHWAY FROM A ROCKY
 RY0244'HILLSIDE, 11.3 FEET NORTH OF AN 18-INCH TRIANGULAR BLAZED PINE TREE,
 RY0244'10 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 5 FEET HIGHER
 RY0244'THAN THE HIGHWAY.
 RY0244
 RY0244                          STATION RECOVERY (1980)
 RY0244
 RY0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0244'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0654 ***********************************************************************
 NV0654  DESIGNATION -  H 62
 NV0654  PID         -  NV0654
 NV0654  STATE/COUNTY-  ID/OWYHEE
 NV0654  USGS QUAD   -  BROKEN WAGON FLAT (1980)
 NV0654
 NV0654                         *CURRENT SURVEY CONTROL
 NV0654  ___________________________________________________________________
 NV0654* NAD 83(1986)-  42 39 00.     (N)    115 47 32.     (W)     SCALED    
 NV0654* NAVD 88     -      1107.401  (meters)    3633.20   (feet)  ADJUSTED  
 NV0654  ___________________________________________________________________
 NV0654  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 NV0654  DYNAMIC HT  -        1106.817 (meters)    3631.28  (feet)  COMP
 NV0654  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 NV0654
 NV0654  VERT ORDER  -  SECOND    CLASS 0
 NV0654
 NV0654.The horizontal coordinates were scaled from a topographic map and have
 NV0654.an estimated accuracy of +/- 6 seconds.
 NV0654
 NV0654.The orthometric height was determined by differential leveling
 NV0654.and adjusted by the National Geodetic Survey in June 1991..
 NV0654
 NV0654.The geoid height was determined by GEOID03.
 NV0654
 NV0654.The dynamic height is computed by dividing the NAVD 88
 NV0654.geopotential number by the normal gravity value computed on the
 NV0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0654.degrees latitude (g = 980.6199 gals.).
 NV0654
 NV0654.The modeled gravity was interpolated from observed gravity values.
 NV0654
 NV0654;                    North         East    Units  Estimated Accuracy
 NV0654;SPC ID W     -   109,220.      796,540.      MT  (+/- 180 meters Scaled)
 NV0654
 NV0654                          SUPERSEDED SURVEY CONTROL
 NV0654
 NV0654  NGVD 29 (??/??/92) 1106.45   (m)         3630.1    (f) COMPUTED    2 0
 NV0654
 NV0654.Superseded values are not recommended for survey control.
 NV0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0654.See file dsdata.txt to determine how the superseded data were derived.
 NV0654
 NV0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH990226(NAD 83)
 NV0654_MARKER: DD = SURVEY DISK
 NV0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0654_STAMPING: JRH H 62 3630 1947
 NV0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0654+STABILITY: SURFACE MOTION
 NV0654
 NV0654  HISTORY     - Date     Condition        Report By
 NV0654  HISTORY     - 1947     MONUMENTED       USGS
 NV0654  HISTORY     - 1961     GOOD             NGS
 NV0654
 NV0654                          STATION DESCRIPTION
 NV0654
 NV0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NV0654'18.6 MI SW FROM HOT SPRING.
 NV0654'13.8 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0654'BRUNEAU RIVER AT HOT SPRINGS, TO A CROSS-ROAD, THEN 4.8 MILES WEST
 NV0654'ALONG THE ROAD TO STATE HIGHWAY 51, 63 FEET NORTH OF THE CENTER OF
 NV0654'EAST-WEST ROAD, 42 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 1.5
 NV0654'FEET WEST OF A WITNESS POST, SET IN TOP OF A CONCRETE POST 8 INCHES
 NV0654'SQUARE AND PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0304 ***********************************************************************
 RY0304  DESIGNATION -  H 63
 RY0304  PID         -  RY0304
 RY0304  STATE/COUNTY-  ID/IDAHO
 RY0304  USGS QUAD   -  HOLLY CREEK (1994)
 RY0304
 RY0304                         *CURRENT SURVEY CONTROL
 RY0304  ___________________________________________________________________
 RY0304* NAD 83(1986)-  46 24 16.     (N)    115 11 26.     (W)     SCALED    
 RY0304* NAVD 88     -       743.155  (meters)    2438.17   (feet)  POSTED    
 RY0304  ___________________________________________________________________
 RY0304  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 RY0304  DYNAMIC HT  -         743.030 (meters)    2437.76  (feet)  COMP
 RY0304  MODELED GRAV-     980,421.7   (mgal)                       NAVD 88
 RY0304
 RY0304  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0304
 RY0304.The horizontal coordinates were scaled from a topographic map and have
 RY0304.an estimated accuracy of +/- 6 seconds.
 RY0304
 RY0304.The orthometric height was determined by differential leveling
 RY0304.and adjusted by the National Geodetic Survey in 1992..
 RY0304.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0304.rate of 1.1 thru 2.0 mm/km.
 RY0304
 RY0304.The geoid height was determined by GEOID03.
 RY0304
 RY0304.The dynamic height is computed by dividing the NAVD 88
 RY0304.geopotential number by the normal gravity value computed on the
 RY0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0304.degrees latitude (g = 980.6199 gals.).
 RY0304
 RY0304.The modeled gravity was interpolated from observed gravity values.
 RY0304
 RY0304;                    North         East    Units  Estimated Accuracy
 RY0304;SPC ID W     -   526,550.      843,020.      MT  (+/- 180 meters Scaled)
 RY0304
 RY0304                          SUPERSEDED SURVEY CONTROL
 RY0304
 RY0304  NGVD 29 (??/??/92)  742.028  (m)         2434.47   (f) ADJ UNCH    1 2
 RY0304
 RY0304.Superseded values are not recommended for survey control.
 RY0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0304.See file dsdata.txt to determine how the superseded data were derived.
 RY0304
 RY0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM390405(NAD 83)
 RY0304_MARKER: DB = BENCH MARK DISK
 RY0304_SETTING: 80 = SET IN A BOULDER
 RY0304_STAMPING: H 63 1950
 RY0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0304+STABILITY: SURFACE MOTION
 RY0304
 RY0304  HISTORY     - Date     Condition        Report By
 RY0304  HISTORY     - 1950     MONUMENTED       CGS
 RY0304
 RY0304                          STATION DESCRIPTION
 RY0304
 RY0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0304'10.4 MI NE FROM LOCHSA RANGER STATION.
 RY0304'10.4 MILES NORTHEAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER
 RY0304'STATION IN THE TOP OF A LARGE BOULDER 37 FEET WEST OF THE WEST BANK OF
 RY0304'THE RIVER, 37 FEET NORTH OF THE APPROXIMATE CENTER OF THE MOUTH OF
 RY0304'HOLLY CREEK, 34 FEET EAST OF A 24-INCH CEDAR TREE, ABOUT 10 FEET
 RY0304'HIGHER THAN THE RIVER AT LOW WATER.  MARKED BY A PAINTED B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0609 ***********************************************************************
 NV0609  DESIGNATION -  H 66
 NV0609  PID         -  NV0609
 NV0609  STATE/COUNTY-  ID/OWYHEE
 NV0609  USGS QUAD   -  MURPHY HOT SPRINGS (1979)
 NV0609
 NV0609                         *CURRENT SURVEY CONTROL
 NV0609  ___________________________________________________________________
 NV0609* NAD 83(1986)-  42 03 28.     (N)    115 17 29.     (W)     SCALED    
 NV0609* NAVD 88     -      1734.132  (meters)    5689.40   (feet)  ADJUSTED  
 NV0609  ___________________________________________________________________
 NV0609  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 NV0609  DYNAMIC HT  -        1732.854 (meters)    5685.21  (feet)  COMP
 NV0609  MODELED GRAV-     979,823.4   (mgal)                       NAVD 88
 NV0609
 NV0609  VERT ORDER  -  SECOND    CLASS 0
 NV0609
 NV0609.The horizontal coordinates were scaled from a topographic map and have
 NV0609.an estimated accuracy of +/- 6 seconds.
 NV0609
 NV0609.The orthometric height was determined by differential leveling
 NV0609.and adjusted by the National Geodetic Survey in June 1991..
 NV0609
 NV0609.The geoid height was determined by GEOID03.
 NV0609
 NV0609.The dynamic height is computed by dividing the NAVD 88
 NV0609.geopotential number by the normal gravity value computed on the
 NV0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0609.degrees latitude (g = 980.6199 gals.).
 NV0609
 NV0609.The modeled gravity was interpolated from observed gravity values.
 NV0609
 NV0609;                    North         East    Units  Estimated Accuracy
 NV0609;SPC ID W     -    43,540.      837,960.      MT  (+/- 180 meters Scaled)
 NV0609
 NV0609                          SUPERSEDED SURVEY CONTROL
 NV0609
 NV0609  NGVD 29 (??/??/92) 1732.974  (m)         5685.60   (f) ADJ UNCH    2 0
 NV0609
 NV0609.Superseded values are not recommended for survey control.
 NV0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0609.See file dsdata.txt to determine how the superseded data were derived.
 NV0609
 NV0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG413576(NAD 83)
 NV0609_MARKER: DB = BENCH MARK DISK
 NV0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0609_STAMPING: H 66 1934
 NV0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0609+STABILITY: SURFACE MOTION
 NV0609
 NV0609  HISTORY     - Date     Condition        Report By
 NV0609  HISTORY     - 1934     MONUMENTED       CGS
 NV0609  HISTORY     - 1974     MARK NOT FOUND   USGS
 NV0609
 NV0609                          STATION DESCRIPTION
 NV0609
 NV0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0609'8.4 MI S FROM THREE CREEK.
 NV0609'8.4 MILES SOUTH ALONG THE ROAD LEADING TO JARBIDGE, NEVADA FROM THE
 NV0609'POST OFFICE AT THREE CREEK, OWYHEE COUNTY, 320 FEET SOUTH OF THE
 NV0609'JUNCTION WITH AN EAST-AND-WEST ROAD, AT THE EAST EDGE OF THE OLD ROAD,
 NV0609'AND 33 FEET EAST OF THE CENTERLINE OF THE NEW MAIN ROAD.  A STANDARD
 NV0609'DISK, STAMPED H 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NV0609
 NV0609                          STATION RECOVERY (1974)
 NV0609
 NV0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0165 ***********************************************************************
 NV0165  DESIGNATION -  H 67
 NV0165  PID         -  NV0165
 NV0165  STATE/COUNTY-  ID/TWIN FALLS
 NV0165  USGS QUAD   -  METEOR (1978)
 NV0165
 NV0165                         *CURRENT SURVEY CONTROL
 NV0165  ___________________________________________________________________
 NV0165* NAD 83(1986)-  42 00 35.     (N)    114 40 55.     (W)     SCALED    
 NV0165* NAVD 88     -      1693.518  (meters)    5556.15   (feet)  ADJUSTED  
 NV0165  ___________________________________________________________________
 NV0165  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 NV0165  DYNAMIC HT  -        1692.329 (meters)    5552.25  (feet)  COMP
 NV0165  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 NV0165
 NV0165  VERT ORDER  -  SECOND    CLASS 0
 NV0165
 NV0165.The horizontal coordinates were scaled from a topographic map and have
 NV0165.an estimated accuracy of +/- 6 seconds.
 NV0165
 NV0165.The orthometric height was determined by differential leveling
 NV0165.and adjusted by the National Geodetic Survey in June 1991..
 NV0165
 NV0165.The geoid height was determined by GEOID03.
 NV0165
 NV0165.The dynamic height is computed by dividing the NAVD 88
 NV0165.geopotential number by the normal gravity value computed on the
 NV0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0165.degrees latitude (g = 980.6199 gals.).
 NV0165
 NV0165.The modeled gravity was interpolated from observed gravity values.
 NV0165
 NV0165;                    North         East    Units  Estimated Accuracy
 NV0165;SPC ID C     -    38,330.      443,510.      MT  (+/- 180 meters Scaled)
 NV0165
 NV0165                          SUPERSEDED SURVEY CONTROL
 NV0165
 NV0165  NGVD 29 (??/??/92) 1692.390  (m)         5552.45   (f) ADJ UNCH    2 0
 NV0165
 NV0165.Superseded values are not recommended for survey control.
 NV0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0165.See file dsdata.txt to determine how the superseded data were derived.
 NV0165
 NV0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG919534(NAD 83)
 NV0165_MARKER: DB = BENCH MARK DISK
 NV0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0165_STAMPING: H 67 1934
 NV0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0165+STABILITY: SURFACE MOTION
 NV0165
 NV0165  HISTORY     - Date     Condition        Report By
 NV0165  HISTORY     - 1934     MONUMENTED       CGS
 NV0165
 NV0165                          STATION DESCRIPTION
 NV0165
 NV0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0165'4.3 MI N FROM IDAVADA.
 NV0165'4.3 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 NV0165'AT IDAVADA, TWIN FALLS COUNTY, 150 FEET NORTHEAST OF MILEPOST 46, 102
 NV0165'FEET EAST OF THE CENTERLINE OF THE TRACK, 2 FEET EAST OF A FENCE LINE,
 NV0165'AND ABOUT 4 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED H 67
 NV0165'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0180 ***********************************************************************
 NT0180  DESIGNATION -  H 67
 NT0180  PID         -  NT0180
 NT0180  STATE/COUNTY-  ID/LINCOLN
 NT0180  USGS QUAD   -  THAYNE WEST (1980)
 NT0180
 NT0180                         *CURRENT SURVEY CONTROL
 NT0180  ___________________________________________________________________
 NT0180* NAD 83(1986)-  42 58 58.     (N)    111 00 45.     (W)     SCALED    
 NT0180* NAVD 88     -      1784.722  (meters)    5855.38   (feet)  ADJUSTED  
 NT0180  ___________________________________________________________________
 NT0180  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 NT0180  DYNAMIC HT  -        1783.489 (meters)    5851.33  (feet)  COMP
 NT0180  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 NT0180
 NT0180  VERT ORDER  -  SECOND    CLASS 0
 NT0180
 NT0180.The horizontal coordinates were scaled from a topographic map and have
 NT0180.an estimated accuracy of +/- 6 seconds.
 NT0180
 NT0180.The orthometric height was determined by differential leveling
 NT0180.and adjusted by the National Geodetic Survey in June 1991..
 NT0180
 NT0180.The geoid height was determined by GEOID03.
 NT0180
 NT0180.The dynamic height is computed by dividing the NAVD 88
 NT0180.geopotential number by the normal gravity value computed on the
 NT0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0180.degrees latitude (g = 980.6199 gals.).
 NT0180
 NT0180.The modeled gravity was interpolated from observed gravity values.
 NT0180
 NT0180;                    North         East    Units  Estimated Accuracy
 NT0180;SPC ID C     -   150,520.      743,670.      MT  (+/- 180 meters Scaled)
 NT0180
 NT0180                          SUPERSEDED SURVEY CONTROL
 NT0180
 NT0180  NGVD 29 (??/??/92) 1783.466  (m)         5851.25   (f) ADJ UNCH    2 0
 NT0180
 NT0180.Superseded values are not recommended for survey control.
 NT0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0180.See file dsdata.txt to determine how the superseded data were derived.
 NT0180
 NT0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN989589(NAD 83)
 NT0180_MARKER: DB = BENCH MARK DISK
 NT0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0180_STAMPING: H 67 1934
 NT0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0180+STABILITY: SURFACE MOTION
 NT0180
 NT0180  HISTORY     - Date     Condition        Report By
 NT0180  HISTORY     - 1934     MONUMENTED       CGS
 NT0180  HISTORY     - 1974     MARK NOT FOUND   USGS
 NT0180
 NT0180                          STATION DESCRIPTION
 NT0180
 NT0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0180'1.4 MI E FROM FREEDOM.
 NT0180'1.4 MILES EAST ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0180'FREEDOM, LINCOLN COUNTY, AT THE JUNCTION OF THE GRAVEL ROAD LEADING
 NT0180'WEST TO FREEDOM, 55 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 36
 NT0180'FEET NORTH OF THE CENTER LINE OF THE ROAD, 27 FEET EAST OF A POLE, AND
 NT0180'3 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE.  A STANDARD DISK,
 NT0180'STAMPED H 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NT0180
 NT0180                          STATION RECOVERY (1974)
 NT0180
 NT0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NT0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0174 ***********************************************************************
 OH0174  DESIGNATION -  H 67
 OH0174  PID         -  OH0174
 OH0174  STATE/COUNTY-  ID/GEM
 OH0174  USGS QUAD   -  NORTHEAST EMMETT (1985)
 OH0174
 OH0174                         *CURRENT SURVEY CONTROL
 OH0174  ___________________________________________________________________
 OH0174* NAD 83(1986)-  43 52 34.     (N)    116 29 46.     (W)     SCALED    
 OH0174* NAVD 88     -       724.995  (meters)    2378.59   (feet)  ADJUSTED  
 OH0174  ___________________________________________________________________
 OH0174  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 OH0174  DYNAMIC HT  -         724.755 (meters)    2377.80  (feet)  COMP
 OH0174  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 OH0174
 OH0174  VERT ORDER  -  SECOND    CLASS 0
 OH0174
 OH0174.The horizontal coordinates were scaled from a topographic map and have
 OH0174.an estimated accuracy of +/- 6 seconds.
 OH0174
 OH0174.The orthometric height was determined by differential leveling
 OH0174.and adjusted by the National Geodetic Survey in June 1991..
 OH0174
 OH0174.The geoid height was determined by GEOID03.
 OH0174
 OH0174.The dynamic height is computed by dividing the NAVD 88
 OH0174.geopotential number by the normal gravity value computed on the
 OH0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0174.degrees latitude (g = 980.6199 gals.).
 OH0174
 OH0174.The modeled gravity was interpolated from observed gravity values.
 OH0174
 OH0174;                    North         East    Units  Estimated Accuracy
 OH0174;SPC ID W     -   245,700.      740,040.      MT  (+/- 180 meters Scaled)
 OH0174
 OH0174                          SUPERSEDED SURVEY CONTROL
 OH0174
 OH0174  NGVD 29 (??/??/92)  724.040  (m)         2375.45   (f) ADJ UNCH    2 0
 OH0174
 OH0174.Superseded values are not recommended for survey control.
 OH0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0174.See file dsdata.txt to determine how the superseded data were derived.
 OH0174
 OH0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ404582(NAD 83)
 OH0174_MARKER: DD = SURVEY DISK
 OH0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0174_SP_SET: FOOTING
 OH0174_STAMPING: H 67 2375.749 1935
 OH0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0174
 OH0174  HISTORY     - Date     Condition        Report By
 OH0174  HISTORY     - 1935     MONUMENTED       USGS
 OH0174  HISTORY     - 1970     GOOD             NGS
 OH0174
 OH0174                          STATION DESCRIPTION
 OH0174
 OH0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0174'IN EMMETT.
 OH0174'AT EMMETT, AT THE INTERSECTION OF PARK STREET, AND MCKINLEY AVENUE, AT
 OH0174'THE WATER TANK, 92 FEET WEST OF THE CENTER OF MCKINLEY AVENUE, 52 FEET
 OH0174'NORTH OF THE CENTER OF PARK STREET, AND 2 FEET ABOVE THE GROUND
 OH0174'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST FOOTING FOR THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0075 ***********************************************************************
 NV0075  DESIGNATION -  H 68
 NV0075  PID         -  NV0075
 NV0075  STATE/COUNTY-  ID/TWIN FALLS
 NV0075  USGS QUAD   -  TWIN FALLS (1992)
 NV0075
 NV0075                         *CURRENT SURVEY CONTROL
 NV0075  ___________________________________________________________________
 NV0075* NAD 83(1986)-  42 32 43.     (N)    114 26 25.     (W)     SCALED    
 NV0075* NAVD 88     -      1151.600  (meters)    3778.21   (feet)  ADJUSTED  
 NV0075  ___________________________________________________________________
 NV0075  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 NV0075  DYNAMIC HT  -        1150.979 (meters)    3776.17  (feet)  COMP
 NV0075  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 NV0075
 NV0075  VERT ORDER  -  SECOND    CLASS 0
 NV0075
 NV0075.The horizontal coordinates were scaled from a topographic map and have
 NV0075.an estimated accuracy of +/- 6 seconds.
 NV0075
 NV0075.The orthometric height was determined by differential leveling
 NV0075.and adjusted by the National Geodetic Survey in June 1991..
 NV0075
 NV0075.The geoid height was determined by GEOID03.
 NV0075
 NV0075.The dynamic height is computed by dividing the NAVD 88
 NV0075.geopotential number by the normal gravity value computed on the
 NV0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0075.degrees latitude (g = 980.6199 gals.).
 NV0075
 NV0075.The modeled gravity was interpolated from observed gravity values.
 NV0075
 NV0075;                    North         East    Units  Estimated Accuracy
 NV0075;SPC ID C     -    97,680.      463,840.      MT  (+/- 180 meters Scaled)
 NV0075
 NV0075                          SUPERSEDED SURVEY CONTROL
 NV0075
 NV0075  NGVD 29 (??/??/92) 1150.707  (m)         3775.28   (f) ADJ UNCH    2 0
 NV0075
 NV0075.Superseded values are not recommended for survey control.
 NV0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0075.See file dsdata.txt to determine how the superseded data were derived.
 NV0075
 NV0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH101134(NAD 83)
 NV0075_MARKER: DB = BENCH MARK DISK
 NV0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0075_STAMPING: H 68 1934
 NV0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0075+STABILITY: SURFACE MOTION
 NV0075
 NV0075  HISTORY     - Date     Condition        Report By
 NV0075  HISTORY     - 1934     MONUMENTED       CGS
 NV0075  HISTORY     - 1963     MARK NOT FOUND   NGS
 NV0075  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0075
 NV0075                          STATION DESCRIPTION
 NV0075
 NV0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0075'1.8 MI E FROM TWIN FALLS.
 NV0075'1.8 MILES EAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 NV0075'AT TWIN FALLS, TWIN FALLS COUNTY, ABOUT 825 FEET WEST OF MILEPOST 57,
 NV0075'ABOUT 24 FEET EAST OF A NORTH-AND-SOUTH SECTION ROAD, 93 FEET SOUTH OF
 NV0075'THE CENTER LINE OF THE TRACK, AND 1 FOOT WEST OF A FENCE.  A STANDARD
 NV0075'DISK, STAMPED H 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NV0075
 NV0075                          STATION RECOVERY (1963)
 NV0075
 NV0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NV0075'MARK NOT FOUND.
 NV0075
 NV0075                          STATION RECOVERY (1978)
 NV0075
 NV0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0276 ***********************************************************************
 RA0276  DESIGNATION -  H 7
 RA0276  PID         -  RA0276
 RA0276  STATE/COUNTY-  ID/VALLEY
 RA0276  USGS QUAD   -  GRANITE LAKE (1963)
 RA0276
 RA0276                         *CURRENT SURVEY CONTROL
 RA0276  ___________________________________________________________________
 RA0276* NAD 83(1986)-  45 07 06.     (N)    116 01 45.     (W)     SCALED    
 RA0276* NAVD 88     -      1695.968  (meters)    5564.19   (feet)  ADJUSTED  
 RA0276  ___________________________________________________________________
 RA0276  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 RA0276  DYNAMIC HT  -        1695.210 (meters)    5561.70  (feet)  COMP
 RA0276  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 RA0276
 RA0276  VERT ORDER  -  SECOND    CLASS 0
 RA0276
 RA0276.The horizontal coordinates were scaled from a topographic map and have
 RA0276.an estimated accuracy of +/- 6 seconds.
 RA0276
 RA0276.The orthometric height was determined by differential leveling
 RA0276.and adjusted by the National Geodetic Survey in June 1991..
 RA0276
 RA0276.The geoid height was determined by GEOID03.
 RA0276
 RA0276.The dynamic height is computed by dividing the NAVD 88
 RA0276.geopotential number by the normal gravity value computed on the
 RA0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0276.degrees latitude (g = 980.6199 gals.).
 RA0276
 RA0276.The modeled gravity was interpolated from observed gravity values.
 RA0276
 RA0276;                    North         East    Units  Estimated Accuracy
 RA0276;SPC ID W     -   383,490.      778,040.      MT  (+/- 180 meters Scaled)
 RA0276
 RA0276                          SUPERSEDED SURVEY CONTROL
 RA0276
 RA0276  NGVD 29 (??/??/92) 1694.742  (m)         5560.17   (f) ADJ UNCH    2 0
 RA0276
 RA0276.Superseded values are not recommended for survey control.
 RA0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0276.See file dsdata.txt to determine how the superseded data were derived.
 RA0276
 RA0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK763965(NAD 83)
 RA0276_MARKER: DD = SURVEY DISK
 RA0276_SETTING: 80 = SET IN A BOULDER
 RA0276_SP_SET: BOULDER
 RA0276_STAMPING: H 7 1934
 RA0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0276+STABILITY: SURFACE MOTION
 RA0276
 RA0276  HISTORY     - Date     Condition        Report By
 RA0276  HISTORY     - 1934     MONUMENTED       USGS
 RA0276  HISTORY     - 1959     GOOD             NGS
 RA0276
 RA0276                          STATION DESCRIPTION
 RA0276
 RA0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RA0276'14.7 MI S FROM BURGDORF.
 RA0276'14.7 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 RA0276'AT BURGDORF, ON THE NORTHWEST BANK AND AT THE CROSSING OF A SMALL
 RA0276'CREEK, IN TOP OF A 3-BY 4-FOOT EMBEDDED GRANITE BOULDER WHICH PROJECTS
 RA0276'ABOUT 3 FEET ABOVE THE CREEK, 88 FEET WEST-SOUTHWEST OF THE CENTER
 RA0276'LINE OF THE ROAD, 71 FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST END OF
 RA0276'A 36-INCH PIPE CULVERT UNDER THE ROAD, 2.5 FEET SOUTH OF A WITNESS
 RA0276'POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0346 ***********************************************************************
 PZ0346  DESIGNATION -  H 7
 PZ0346  PID         -  PZ0346
 PZ0346  STATE/COUNTY-  ID/BUTTE
 PZ0346  USGS QUAD   -  WARREN MOUNTAIN (1987)
 PZ0346
 PZ0346                         *CURRENT SURVEY CONTROL
 PZ0346  ___________________________________________________________________
 PZ0346* NAD 83(1986)-  44 04 15.     (N)    113 24 51.     (W)     SCALED    
 PZ0346* NAVD 88     -      2086.972  (meters)    6847.01   (feet)  ADJUSTED  
 PZ0346  ___________________________________________________________________
 PZ0346  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 PZ0346  DYNAMIC HT  -        2085.652 (meters)    6842.68  (feet)  COMP
 PZ0346  MODELED GRAV-     979,911.4   (mgal)                       NAVD 88
 PZ0346
 PZ0346  VERT ORDER  -  SECOND    CLASS 0
 PZ0346
 PZ0346.The horizontal coordinates were scaled from a topographic map and have
 PZ0346.an estimated accuracy of +/- 6 seconds.
 PZ0346
 PZ0346.The orthometric height was determined by differential leveling
 PZ0346.and adjusted by the National Geodetic Survey in June 1991..
 PZ0346
 PZ0346.The geoid height was determined by GEOID03.
 PZ0346
 PZ0346.The dynamic height is computed by dividing the NAVD 88
 PZ0346.geopotential number by the normal gravity value computed on the
 PZ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0346.degrees latitude (g = 980.6199 gals.).
 PZ0346
 PZ0346.The modeled gravity was interpolated from observed gravity values.
 PZ0346
 PZ0346;                    North         East    Units  Estimated Accuracy
 PZ0346;SPC ID C     -   267,230.      546,930.      MT  (+/- 180 meters Scaled)
 PZ0346
 PZ0346                          SUPERSEDED SURVEY CONTROL
 PZ0346
 PZ0346  NGVD 29 (??/??/92) 2085.660  (m)         6842.70   (f) ADJ UNCH    2 0
 PZ0346
 PZ0346.Superseded values are not recommended for survey control.
 PZ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0346.See file dsdata.txt to determine how the superseded data were derived.
 PZ0346
 PZ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP066825(NAD 83)
 PZ0346_MARKER: DD = SURVEY DISK
 PZ0346_SETTING: 80 = SET IN A BOULDER
 PZ0346_SP_SET: BOULDER
 PZ0346_STAMPING: H 7 1932
 PZ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0346+STABILITY: SURFACE MOTION
 PZ0346
 PZ0346  HISTORY     - Date     Condition        Report By
 PZ0346  HISTORY     - 1932     MONUMENTED       USGS
 PZ0346  HISTORY     - 1948     GOOD             NGS
 PZ0346
 PZ0346                          STATION DESCRIPTION
 PZ0346
 PZ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0346'8.5 MI N FROM MOUNTAIN VIEW G. S..
 PZ0346'8.5 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE MOUNTAIN VIEW GUARD
 PZ0346'STATION, NEAR THE CUSTER-BUTTE COUNTY BOUNDARY LINE, ABOUT 282 FEET
 PZ0346'NORTHEAST OF THE Y INTERSECTION OF THE PASS CREEK ROAD AND SHEEP
 PZ0346'TRAIL, 26.0 FEET EAST OF THE CENTER LINE OF A TRACK ROAD LEADING
 PZ0346'NORTHEAST, SET IN THE TOP OF A BOULDER PROJECTING 1.5 FEET ABOVE THE
 PZ0346'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0177 ***********************************************************************
 OH0177  DESIGNATION -  H 7
 OH0177  PID         -  OH0177
 OH0177  STATE/COUNTY-  ID/GEM
 OH0177  USGS QUAD   -  NORTHEAST EMMETT (1985)
 OH0177
 OH0177                         *CURRENT SURVEY CONTROL
 OH0177  ___________________________________________________________________
 OH0177* NAD 83(1986)-  43 53 10.     (N)    116 28 20.     (W)     SCALED    
 OH0177* NAVD 88     -       730.878  (meters)    2397.89   (feet)  ADJUSTED  
 OH0177  ___________________________________________________________________
 OH0177  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 OH0177  DYNAMIC HT  -         730.633 (meters)    2397.09  (feet)  COMP
 OH0177  MODELED GRAV-     980,260.3   (mgal)                       NAVD 88
 OH0177
 OH0177  VERT ORDER  -  SECOND    CLASS 0
 OH0177
 OH0177.The horizontal coordinates were scaled from a topographic map and have
 OH0177.an estimated accuracy of +/- 6 seconds.
 OH0177
 OH0177.The orthometric height was determined by differential leveling
 OH0177.and adjusted by the National Geodetic Survey in June 1991..
 OH0177
 OH0177.The geoid height was determined by GEOID03.
 OH0177
 OH0177.The dynamic height is computed by dividing the NAVD 88
 OH0177.geopotential number by the normal gravity value computed on the
 OH0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0177.degrees latitude (g = 980.6199 gals.).
 OH0177
 OH0177.The modeled gravity was interpolated from observed gravity values.
 OH0177
 OH0177;                    North         East    Units  Estimated Accuracy
 OH0177;SPC ID W     -   246,790.      741,970.      MT  (+/- 180 meters Scaled)
 OH0177
 OH0177                          SUPERSEDED SURVEY CONTROL
 OH0177
 OH0177  NGVD 29 (??/??/92)  729.919  (m)         2394.74   (f) ADJ UNCH    2 0
 OH0177
 OH0177.Superseded values are not recommended for survey control.
 OH0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0177.See file dsdata.txt to determine how the superseded data were derived.
 OH0177
 OH0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ423593(NAD 83)
 OH0177_MARKER: DD = SURVEY DISK
 OH0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0177_STAMPING: H 7 1933
 OH0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0177+STABILITY: SURFACE MOTION
 OH0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0177+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 OH0177
 OH0177  HISTORY     - Date     Condition        Report By
 OH0177  HISTORY     - 1933     MONUMENTED       USGS
 OH0177  HISTORY     - 20060518 GOOD             IDTD
 OH0177
 OH0177                          STATION DESCRIPTION
 OH0177
 OH0177'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 OH0177'1.8 MI NE FROM EMMETT.
 OH0177'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE HIGH SCHOOL AT
 OH0177'EMMETT, GEM COUNTY, 0.3 MILE NORTH OF THE CROSSING OF THE NAMPA AND
 OH0177'MCCALL BRANCH OF THE OREGON SHORT LINE RAILROAD, 27 FEET SOUTH OF A
 OH0177'POINT 73 FEET EAST OF THE CENTER OF A RIGHT-ANGLE TURN, AND 1 FOOT
 OH0177'NORTH OF THE FENCE.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 OH0177'H 7 1933 AND SET IN THE TOP OF A CONCRETE POST.
 OH0177
 OH0177                          STATION RECOVERY (2006)
 OH0177
 OH0177'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (GH)
 OH0177'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 52 IN
 OH0177'SOUTH EMMETT, GO EAST ON HIGHWAY 16 FOR 1.3 MI (2.1 KM) TO THE
 OH0177'INTERSECTION OF SUBSTATION ROAD.  TURN LEFT, NORTH, ON SUBSTATION ROAD
 OH0177'FOR 1.75 MI (2.8 KM) TO A SHARP CURVE TO THE RIGHT AT THE JUNCTION OF
 OH0177'WATERWHEEL ROAD AND THE STATION ON THE RIGHT.
 OH0177' 
 OH0177'THE STATION IS LOCATED 15.0 FT (4.6 M) WEST FROM A POWER POLE, AND 8.0
 OH0177'FT (2.4 M) SOUTH OF THE SOUTH EDGE OF WATERWHEEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0591 ***********************************************************************
 NV0591  DESIGNATION -  H 70
 NV0591  PID         -  NV0591
 NV0591  STATE/COUNTY-  ID/OWYHEE
 NV0591  USGS QUAD   -  MOSQUITO LAKE BUTTE (1979)
 NV0591
 NV0591                         *CURRENT SURVEY CONTROL
 NV0591  ___________________________________________________________________
 NV0591* NAD 83(1992)-  42 13 54.71039(N)    115 17 35.35304(W)     ADJUSTED  
 NV0591* NAVD 88     -      1622.098  (meters)    5321.83   (feet)  ADJUSTED  
 NV0591  ___________________________________________________________________
 NV0591  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 NV0591  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 NV0591  DYNAMIC HT  -        1620.993 (meters)    5318.21  (feet)  COMP
 NV0591  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 NV0591
 NV0591  HORZ ORDER  -  FIRST
 NV0591  VERT ORDER  -  SECOND    CLASS 0
 NV0591
 NV0591.The horizontal coordinates were established by classical geodetic methods
 NV0591.and adjusted by the National Geodetic Survey in July 1992..
 NV0591
 NV0591.The orthometric height was determined by differential leveling
 NV0591.and adjusted by the National Geodetic Survey in June 1991..
 NV0591
 NV0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0591
 NV0591.The geoid height was determined by GEOID03.
 NV0591
 NV0591.The dynamic height is computed by dividing the NAVD 88
 NV0591.geopotential number by the normal gravity value computed on the
 NV0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0591.degrees latitude (g = 980.6199 gals.).
 NV0591
 NV0591.The modeled gravity was interpolated from observed gravity values.
 NV0591
 NV0591;                    North         East     Units Scale Factor Converg.
 NV0591;SPC ID W     -    62,874.631   837,709.880   MT  0.99995082   +0 18 25.4
 NV0591;UTM  11      - 4,676,930.619   640,844.685   MT  0.99984408   +1 08 50.7
 NV0591
 NV0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0591!SPC ID W     -   0.99974817  x   0.99995082  =   0.99969900
 NV0591!UTM  11      -   0.99974817  x   0.99984408  =   0.99959229
 NV0591
 NV0591|---------------------------------------------------------------------|
 NV0591| PID    Reference Object                     Distance      Geod. Az  |
 NV0591|                                                           dddmmss.s |
 NV0591| CD4254 H 70 RM 1                            10.801 METERS 10505     |
 NV0591| CD4253 H 70 AZ MK                                         1542238.9 |
 NV0591| CD4255 H 70 RM 2                            13.884 METERS 33242     |
 NV0591|---------------------------------------------------------------------|
 NV0591
 NV0591                          SUPERSEDED SURVEY CONTROL
 NV0591
 NV0591  NAD 83(1986)-  42 13 54.71082(N)    115 17 35.35225(W) AD(       ) 1
 NV0591  NAD 27      -  42 13 55.04300(N)    115 17 32.11700(W) AD(       ) 1
 NV0591  NGVD 29 (??/??/92) 1620.994  (m)         5318.21   (f) ADJ UNCH    2 0
 NV0591
 NV0591.Superseded values are not recommended for survey control.
 NV0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0591.See file dsdata.txt to determine how the superseded data were derived.
 NV0591
 NV0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG4084576931(NAD 83)
 NV0591_MARKER: DB = BENCH MARK DISK
 NV0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0591_STAMPING: H 70 1934
 NV0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0591+STABILITY: SURFACE MOTION
 NV0591
 NV0591  HISTORY     - Date     Condition        Report By
 NV0591  HISTORY     - 1934     MONUMENTED       CGS
 NV0591  HISTORY     - 1948     GOOD             CGS
 NV0591  HISTORY     - 1974     GOOD             USGS
 NV0591
 NV0591                          STATION DESCRIPTION
 NV0591
 NV0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0591'13.5 MI NW FROM THREE CREEK.
 NV0591'13.5 MILES NORTHWEST ALONG THE ROAD TO HOT SPRINGS FROM THE
 NV0591'SCHOOLHOUSE AT THREE CREEK, AT THE EAST END OF A LONG S-CURVE, ON THE
 NV0591'TOP OF A LARGE RIDGE OF HILLS, AND 30 FEET NORTH OF THE CENTER OF THE
 NV0591'ROAD.  SET IN THE TOP OF A CONCRETE POST.
 NV0591
 NV0591                          STATION RECOVERY (1948)
 NV0591
 NV0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 NV0591'THE STATION IS ABOUT 12 MILES, AIRLINE, NORTH OF MURPHYS HOT
 NV0591'SPRINGS, 15 MILES, AIRLINE, WEST OF THREE CREEK ON THE SOUTH
 NV0591'SLOPE OF A LOW EAST-WEST RIDGE AND IS ABOUT 20 FEET EAST OF
 NV0591'A DIRT ROAD.
 NV0591'
 NV0591'TO REACH THE STATION FROM MURPHYS HOT SPRINGS GO EASTERLY
 NV0591'TOWARDS ROGERSON FOR 9.5 MILES TO A TRACK ROAD LEFT AT THE
 NV0591'FOOT OF A GRADE AND JUST BEFORE REACHING FARM BUILDINGS ON THE
 NV0591'NORTH OF THE MAIN ROAD.  TURN LEFT ON TRACK ROAD AND THEN NORTH
 NV0591'AROUND FENCE CORNER AND GO NORTHERLY ON TRACK ROAD FOR 2.4
 NV0591'MILES TO A FORK.  KEEP RIGHT FOR 0.2 MILE TO A CROSS ROAD.
 NV0591'CONTINUE STRAIGHT AHEAD NORTHERLY FOR 0.2 MILE TO A POWERLINE.
 NV0591'CONTINUE NORTHERLY ON TRACK ROAD FOR 2.4 MILE TO A FORK.  TAKE
 NV0591'LEFT ROAD FOR 3.7 MILES TO THE AZIMUTH MARK ON THE WEST SIDE
 NV0591'OF THE ROAD.  CONTINUE NORTHERLY FOR 1.5 MILES TO THE BENCH
 NV0591'MARK AND STATION ON THE EAST SIDE OF THE ROAD.
 NV0591'
 NV0591'THE STATION IS A STANDARD BRONZE U.S. COAST AND GEODETIC SURVEY
 NV0591'BENCH MARK SET IN A 12 INCH CONCRETE MONUMENT PROJECTING ABOUT
 NV0591'10 INCHES, AND IS ABOUT 20 FEET EAST OF THE ROAD CENTER.  IT
 NV0591'IS STAMPED H 70 1934.
 NV0591'
 NV0591'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK SET
 NV0591'IN A BURIED BOULDER PROJECTING ABOUT 12 INCHES, AND IS ABOUT
 NV0591'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED BM H 70 NO 1
 NV0591'1948.
 NV0591'
 NV0591'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK SET
 NV0591'IN A BURIED BOULDER PROJECTING ABOUT 12 INCHES, AND IS ABOUT
 NV0591'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED BM H 70 NO 2
 NV0591'1948.
 NV0591'
 NV0591'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BURIED
 NV0591'BOULDER PROJECTING ABOUT 8 INCHES, AND IS ABOUT 40 FEET WEST
 NV0591'OF CENTERLINE OF ROAD ON THE WAY TO THE STATION.  IT IS STAMPED
 NV0591'BM H 70 1948.
 NV0591
 NV0591                          STATION RECOVERY (1974)
 NV0591
 NV0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0591'THREE CREEK, (CREEK AT HIGHWAY CROSSING) WEST ON HIGHWAY 3.55 MILES,
 NV0591'THENCE NORTH ON DIRT ROAD 4.3 MILES TO ROAD INT. THENCE NORTH ON DIRT
 NV0591'ROAD 2.7 MILES TO ROAD Y, TAKE LEFT FORK NW FOR 0.5 MILES TO ROAD Y,
 NV0591'TAKE RIGHT FORK NW FOR 4.9 MILES TO BM H 70. BM H 70 IS 23 FEET EAST
 NV0591'OF ROAD 200 FEET SE OF ROAD AND SMALL DRAIN. A STANDARD DISK SET IN
 NV0591'CONCRETE POST STAMPED H 70 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0687 ***********************************************************************
 NV0687  DESIGNATION -  H 71
 NV0687  PID         -  NV0687
 NV0687  STATE/COUNTY-  ID/OWYHEE
 NV0687  USGS QUAD   -  HOT SPRING (1992)
 NV0687
 NV0687                         *CURRENT SURVEY CONTROL
 NV0687  ___________________________________________________________________
 NV0687* NAD 83(1986)-  42 46 55.     (N)    115 41 41.     (W)     SCALED    
 NV0687* NAVD 88     -       848.910  (meters)    2785.13   (feet)  ADJUSTED  
 NV0687  ___________________________________________________________________
 NV0687  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 NV0687  DYNAMIC HT  -         848.515 (meters)    2783.84  (feet)  COMP
 NV0687  MODELED GRAV-     980,127.4   (mgal)                       NAVD 88
 NV0687
 NV0687  VERT ORDER  -  SECOND    CLASS 0
 NV0687
 NV0687.The horizontal coordinates were scaled from a topographic map and have
 NV0687.an estimated accuracy of +/- 6 seconds.
 NV0687
 NV0687.The orthometric height was determined by differential leveling
 NV0687.and adjusted by the National Geodetic Survey in June 1991..
 NV0687
 NV0687.The geoid height was determined by GEOID03.
 NV0687
 NV0687.The dynamic height is computed by dividing the NAVD 88
 NV0687.geopotential number by the normal gravity value computed on the
 NV0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0687.degrees latitude (g = 980.6199 gals.).
 NV0687
 NV0687.The modeled gravity was interpolated from observed gravity values.
 NV0687
 NV0687;                    North         East    Units  Estimated Accuracy
 NV0687;SPC ID W     -   123,880.      804,520.      MT  (+/- 180 meters Scaled)
 NV0687
 NV0687                          SUPERSEDED SURVEY CONTROL
 NV0687
 NV0687  NGVD 29 (??/??/92)  848.027  (m)         2782.24   (f) ADJ UNCH    2 0
 NV0687
 NV0687.Superseded values are not recommended for survey control.
 NV0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0687.See file dsdata.txt to determine how the superseded data were derived.
 NV0687
 NV0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH067374(NAD 83)
 NV0687_MARKER: DB = BENCH MARK DISK
 NV0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0687_STAMPING: H 71 1934
 NV0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0687+STABILITY: SURFACE MOTION
 NV0687
 NV0687  HISTORY     - Date     Condition        Report By
 NV0687  HISTORY     - 1934     MONUMENTED       CGS
 NV0687
 NV0687                          STATION DESCRIPTION
 NV0687
 NV0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0687'2.6 MI SE FROM HOT SPRINGS.
 NV0687'ABOUT 2.6 MILES SOUTHEAST OF THE ROAD TO THREE CREEK FROM THE POST
 NV0687'OFFICE AT HOT SPRINGS, OWYHEE COUNTY, ABOUT 95 FEET SOUTH OF THE SOUTH
 NV0687'BANK OF A LARGE DRY WASH, AND 45 FEET NORTH OF THE CENTER LINE OF THE
 NV0687'ROAD.  A STANDARD DISK, STAMPED H 71 1934 AND SET IN THE TOP OF A
 NV0687'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0323 ***********************************************************************
 OH0323  DESIGNATION -  H 72
 OH0323  PID         -  OH0323
 OH0323  STATE/COUNTY-  ID/OWYHEE
 OH0323  USGS QUAD   -  SINKER BUTTE (1992)
 OH0323
 OH0323                         *CURRENT SURVEY CONTROL
 OH0323  ___________________________________________________________________
 OH0323* NAD 83(1986)-  43 07 48.     (N)    116 29 46.     (W)     SCALED    
 OH0323* NAVD 88     -       945.070  (meters)    3100.62   (feet)  ADJUSTED  
 OH0323  ___________________________________________________________________
 OH0323  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 OH0323  DYNAMIC HT  -         944.630 (meters)    3099.17  (feet)  COMP
 OH0323  MODELED GRAV-     980,123.2   (mgal)                       NAVD 88
 OH0323
 OH0323  VERT ORDER  -  SECOND    CLASS 0
 OH0323
 OH0323.The horizontal coordinates were scaled from a topographic map and have
 OH0323.an estimated accuracy of +/- 6 seconds.
 OH0323
 OH0323.The orthometric height was determined by differential leveling
 OH0323.and adjusted by the National Geodetic Survey in June 1991..
 OH0323
 OH0323.The geoid height was determined by GEOID03.
 OH0323
 OH0323.The dynamic height is computed by dividing the NAVD 88
 OH0323.geopotential number by the normal gravity value computed on the
 OH0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0323.degrees latitude (g = 980.6199 gals.).
 OH0323
 OH0323.The modeled gravity was interpolated from observed gravity values.
 OH0323
 OH0323;                    North         East    Units  Estimated Accuracy
 OH0323;SPC ID W     -   162,810.      739,290.      MT  (+/- 180 meters Scaled)
 OH0323
 OH0323                          SUPERSEDED SURVEY CONTROL
 OH0323
 OH0323  NGVD 29 (??/??/92)  944.080  (m)         3097.37   (f) ADJ UNCH    2 0
 OH0323
 OH0323.Superseded values are not recommended for survey control.
 OH0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0323.See file dsdata.txt to determine how the superseded data were derived.
 OH0323
 OH0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH409753(NAD 83)
 OH0323_MARKER: DB = BENCH MARK DISK
 OH0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0323_STAMPING: H 72 1934
 OH0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0323+STABILITY: SURFACE MOTION
 OH0323
 OH0323  HISTORY     - Date     Condition        Report By
 OH0323  HISTORY     - 1934     MONUMENTED       CGS
 OH0323  HISTORY     - 1964     MARK NOT FOUND   USGS
 OH0323
 OH0323                          STATION DESCRIPTION
 OH0323
 OH0323'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 OH0323'8.3 MI SE FROM MURPHY.
 OH0323'8.3 MILES SOUTHEAST ALONG THE ROAD TO GRANDVIEW FROM THE UNION PACIFIC
 OH0323'RAILWAY STATION AT MURPHY, OWYHEE COUNTY, AT THE FOOT OF A LARGE ROCKY
 OH0323'HILL, 36 FEET SOUTHEAST OF A RIGHT ANGLE IN A ROW OF POLES, 35 FEET
 OH0323'NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 4 FEET HIGHER THAN THE
 OH0323'ROAD.  A STANDARD DISK, STAMPED H 72 1934 AND SET IN THE TOP OF A
 OH0323'CONCRETE POST.  NOTE-- THIS HIGHWAY HAS BEEN REALIGNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0495 ***********************************************************************
 NV0495  DESIGNATION -  H 73
 NV0495  PID         -  NV0495
 NV0495  STATE/COUNTY-  ID/ELMORE
 NV0495  USGS QUAD   -  GLENNS FERRY (1992)
 NV0495
 NV0495                         *CURRENT SURVEY CONTROL
 NV0495  ___________________________________________________________________
 NV0495* NAD 83(1986)-  42 57 33.     (N)    115 16 56.     (W)     SCALED    
 NV0495* NAVD 88     -       774.744  (meters)    2541.81   (feet)  ADJUSTED  
 NV0495  ___________________________________________________________________
 NV0495  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 NV0495  DYNAMIC HT  -         774.424 (meters)    2540.76  (feet)  COMP
 NV0495  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 NV0495
 NV0495  VERT ORDER  -  FIRST     CLASS II
 NV0495
 NV0495.The horizontal coordinates were scaled from a topographic map and have
 NV0495.an estimated accuracy of +/- 6 seconds.
 NV0495
 NV0495.The orthometric height was determined by differential leveling
 NV0495.and adjusted by the National Geodetic Survey in June 1991..
 NV0495
 NV0495.The geoid height was determined by GEOID03.
 NV0495
 NV0495.The dynamic height is computed by dividing the NAVD 88
 NV0495.geopotential number by the normal gravity value computed on the
 NV0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0495.degrees latitude (g = 980.6199 gals.).
 NV0495
 NV0495.The modeled gravity was interpolated from observed gravity values.
 NV0495
 NV0495;                    North         East    Units  Estimated Accuracy
 NV0495;SPC ID W     -   143,670.      838,170.      MT  (+/- 180 meters Scaled)
 NV0495
 NV0495                          SUPERSEDED SURVEY CONTROL
 NV0495
 NV0495  NGVD 29 (??/??/92)  773.963  (m)         2539.24   (f) ADJ UNCH    1 2
 NV0495
 NV0495.Superseded values are not recommended for survey control.
 NV0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0495.See file dsdata.txt to determine how the superseded data were derived.
 NV0495
 NV0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH401577(NAD 83)
 NV0495_MARKER: DB = BENCH MARK DISK
 NV0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0495_SP_SET: ABUTMENT
 NV0495_STAMPING: H 73 1934
 NV0495_MARK LOGO: CGS   
 NV0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0495
 NV0495  HISTORY     - Date     Condition        Report By
 NV0495  HISTORY     - 1934     MONUMENTED       CGS
 NV0495  HISTORY     - 1944     GOOD             NGS
 NV0495  HISTORY     - 1983     GOOD             NGS
 NV0495
 NV0495                          STATION DESCRIPTION
 NV0495
 NV0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NV0495'1.0 MI E FROM GLENNS FERRY.
 NV0495'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0495'GLENNS FERRY, ELMORE COUNTY, AT BRIDGE 373.03 OVER AN EAST-AND-WEST
 NV0495'ROAD, IN THE TOP OF THE NORTHWEST CONCRETE ABUTMENT, 18 FEET WEST OF
 NV0495'THE CENTERLINE OF THE WEST TRACK, AND ABOUT 3 FEET LOWER THAN THE
 NV0495'RAIL.  A STANDARD DISK, STAMPED H 73 1934.
 NV0495
 NV0495                          STATION RECOVERY (1983)
 NV0495
 NV0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0495'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.5 KM
 NV0495'(0.95 MI) NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0495'AT GLENNS FERRY, IN TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT
 NV0495'FOR THE NORTHWEST ONE OF TWO RAILROAD OVERPASS BRIDGES OVER A
 NV0495'NORTHWEST-SOUTHEAST PAVED ROAD, 4.5 METERS (15 FT) NORTHWEST OF THE
 NV0495'NORTHWEST RAIL OF THE NORTHWEST TRACKS.
 NV0495'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0838 ***********************************************************************
 NU0838  DESIGNATION -  H 74
 NU0838  PID         -  NU0838
 NU0838  STATE/COUNTY-  ID/MINIDOKA
 NU0838  USGS QUAD   -  MINIDOKA (1970)
 NU0838
 NU0838                         *CURRENT SURVEY CONTROL
 NU0838  ___________________________________________________________________
 NU0838* NAD 83(1986)-  42 45 47.     (N)    113 28 40.     (W)     SCALED    
 NU0838* NAVD 88     -      1313.562  (meters)    4309.58   (feet)  ADJUSTED  
 NU0838  ___________________________________________________________________
 NU0838  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 NU0838  DYNAMIC HT  -        1312.832 (meters)    4307.18  (feet)  COMP
 NU0838  MODELED GRAV-     980,018.8   (mgal)                       NAVD 88
 NU0838
 NU0838  VERT ORDER  -  SECOND    CLASS 0
 NU0838
 NU0838.The horizontal coordinates were scaled from a topographic map and have
 NU0838.an estimated accuracy of +/- 6 seconds.
 NU0838
 NU0838.The orthometric height was determined by differential leveling
 NU0838.and adjusted by the National Geodetic Survey in June 1991..
 NU0838
 NU0838.The geoid height was determined by GEOID03.
 NU0838
 NU0838.The dynamic height is computed by dividing the NAVD 88
 NU0838.geopotential number by the normal gravity value computed on the
 NU0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0838.degrees latitude (g = 980.6199 gals.).
 NU0838
 NU0838.The modeled gravity was interpolated from observed gravity values.
 NU0838
 NU0838;                    North         East    Units  Estimated Accuracy
 NU0838;SPC ID C     -   121,910.      542,740.      MT  (+/- 180 meters Scaled)
 NU0838
 NU0838                          SUPERSEDED SURVEY CONTROL
 NU0838
 NU0838  NGVD 29 (??/??/92) 1312.588  (m)         4306.38   (f) ADJ UNCH    2 0
 NU0838
 NU0838.Superseded values are not recommended for survey control.
 NU0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0838.See file dsdata.txt to determine how the superseded data were derived.
 NU0838
 NU0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN972374(NAD 83)
 NU0838_MARKER: DB = BENCH MARK DISK
 NU0838_SETTING: 66 = SET IN ROCK OUTCROP
 NU0838_SP_SET: BEDROCK
 NU0838_STAMPING: H 74 1958
 NU0838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0838+STABILITY: POSITION/ELEVATION WELL
 NU0838
 NU0838  HISTORY     - Date     Condition        Report By
 NU0838  HISTORY     - 1958     MONUMENTED       CGS
 NU0838
 NU0838                          STATION DESCRIPTION
 NU0838
 NU0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0838'1.5 MI NE FROM MINIDOKA.
 NU0838'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0838'MINIDOKA, THENCE 1.3 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 NU0838'0.25 MILE SOUTHWEST OF THE Y JUNCTION OF A DIRT ROAD EAST, ON THE TOP
 NU0838'OF A LOW RIDGE, IN THE TOP OF LAVA BEDROCK, 140 FEET SOUTH OF THE
 NU0838'CENTER LINE OF THE ROAD, 25 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2
 NU0838'FEET LOWER THAN THE ROAD, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0617 ***********************************************************************
 OY0617  DESIGNATION -  H 75
 OY0617  PID         -  OY0617
 OY0617  STATE/COUNTY-  ID/BLAINE
 OY0617  USGS QUAD   -  MULE BUTTE (1972)
 OY0617
 OY0617                         *CURRENT SURVEY CONTROL
 OY0617  ___________________________________________________________________
 OY0617* NAD 83(1986)-  43 01 18.     (N)    113 18 02.     (W)     SCALED    
 OY0617* NAVD 88     -      1465.930  (meters)    4809.47   (feet)  ADJUSTED  
 OY0617  ___________________________________________________________________
 OY0617  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 OY0617  DYNAMIC HT  -        1465.101 (meters)    4806.75  (feet)  COMP
 OY0617  MODELED GRAV-     980,003.2   (mgal)                       NAVD 88
 OY0617
 OY0617  VERT ORDER  -  SECOND    CLASS 0
 OY0617
 OY0617.The horizontal coordinates were scaled from a topographic map and have
 OY0617.an estimated accuracy of +/- 6 seconds.
 OY0617
 OY0617.The orthometric height was determined by differential leveling
 OY0617.and adjusted by the National Geodetic Survey in June 1991..
 OY0617
 OY0617.The geoid height was determined by GEOID03.
 OY0617
 OY0617.The dynamic height is computed by dividing the NAVD 88
 OY0617.geopotential number by the normal gravity value computed on the
 OY0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0617.degrees latitude (g = 980.6199 gals.).
 OY0617
 OY0617.The modeled gravity was interpolated from observed gravity values.
 OY0617
 OY0617;                    North         East    Units  Estimated Accuracy
 OY0617;SPC ID C     -   150,740.      557,010.      MT  (+/- 180 meters Scaled)
 OY0617
 OY0617                          SUPERSEDED SURVEY CONTROL
 OY0617
 OY0617  NGVD 29 (??/??/92) 1464.899  (m)         4806.09   (f) ADJ UNCH    2 0
 OY0617
 OY0617.Superseded values are not recommended for survey control.
 OY0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0617.See file dsdata.txt to determine how the superseded data were derived.
 OY0617
 OY0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN125657(NAD 83)
 OY0617_MARKER: DB = BENCH MARK DISK
 OY0617_SETTING: 66 = SET IN ROCK OUTCROP
 OY0617_SP_SET: BEDROCK
 OY0617_STAMPING: H 75 1958
 OY0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0617+STABILITY: POSITION/ELEVATION WELL
 OY0617
 OY0617  HISTORY     - Date     Condition        Report By
 OY0617  HISTORY     - 1958     MONUMENTED       CGS
 OY0617
 OY0617                          STATION DESCRIPTION
 OY0617
 OY0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0617'23.2 MI NE FROM MINIDOKA.
 OY0617'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0617'MINIDOKA, THENCE 5.2 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 OY0617'THENCE 17.8 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD, 0.35 MILE
 OY0617'NORTHEAST OF THE JUNCTION OF AN EAST-WEST ROAD, IN THE TOP OF LAVA
 OY0617'BEDROCK, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 13 FEET
 OY0617'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND FLUSH WITH
 OY0617'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0142 ***********************************************************************
 NV0142  DESIGNATION -  H 76
 NV0142  PID         -  NV0142
 NV0142  STATE/COUNTY-  ID/CASSIA
 NV0142  USGS QUAD   -  MILNER BUTTE (1992)
 NV0142
 NV0142                         *CURRENT SURVEY CONTROL
 NV0142  ___________________________________________________________________
 NV0142* NAD 83(1986)-  42 25 01.     (N)    114 01 46.     (W)     SCALED    
 NV0142* NAVD 88     -      1313.067  (meters)    4307.95   (feet)  ADJUSTED  
 NV0142  ___________________________________________________________________
 NV0142  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 NV0142  DYNAMIC HT  -        1312.292 (meters)    4305.41  (feet)  COMP
 NV0142  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 NV0142
 NV0142  VERT ORDER  -  SECOND    CLASS 0
 NV0142
 NV0142.The horizontal coordinates were scaled from a topographic map and have
 NV0142.an estimated accuracy of +/- 6 seconds.
 NV0142
 NV0142.The orthometric height was determined by differential leveling
 NV0142.and adjusted by the National Geodetic Survey in June 1991..
 NV0142
 NV0142.The geoid height was determined by GEOID03.
 NV0142
 NV0142.The dynamic height is computed by dividing the NAVD 88
 NV0142.geopotential number by the normal gravity value computed on the
 NV0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0142.degrees latitude (g = 980.6199 gals.).
 NV0142
 NV0142.The modeled gravity was interpolated from observed gravity values.
 NV0142
 NV0142;                    North         East    Units  Estimated Accuracy
 NV0142;SPC ID C     -    83,330.      497,580.      MT  (+/- 180 meters Scaled)
 NV0142
 NV0142                          SUPERSEDED SURVEY CONTROL
 NV0142
 NV0142  NGVD 29 (??/??/92) 1312.072  (m)         4304.69   (f) ADJ UNCH    2 0
 NV0142
 NV0142.Superseded values are not recommended for survey control.
 NV0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0142.See file dsdata.txt to determine how the superseded data were derived.
 NV0142
 NV0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH444003(NAD 83)
 NV0142_MARKER: DB = BENCH MARK DISK
 NV0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0142_STAMPING: H 76 1958
 NV0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0142+STABILITY: SURFACE MOTION
 NV0142
 NV0142  HISTORY     - Date     Condition        Report By
 NV0142  HISTORY     - 1958     MONUMENTED       CGS
 NV0142
 NV0142                          STATION DESCRIPTION
 NV0142
 NV0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0142'7.75 MI S FROM MILNER.
 NV0142'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE MILNER BEAN
 NV0142'GROWERS WAREHOUSE AT MILNER, THENCE 2.6 MILES SOUTH ALONG AN ASPHALT
 NV0142'ROAD, THENCE 0.5 MILE SOUTHWEST ALONG U. S. HIGHWAY 30, THENCE 4.25
 NV0142'MILES SOUTH ALONG A DIRT ROAD, AT THE INTERSECTION OF AN EAST-WEST
 NV0142'GRAVEL ROAD AND A DIM BLADED ROAD SOUTH, 36 FEET SOUTHEAST OF THE
 NV0142'CENTER OF THE INTERSECTION, 15 FEET EAST OF THE CENTER LINE OF THE DIM
 NV0142'ROAD, 11 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 4.7 FEET
 NV0142'EAST OF A PIPE MARKING THE CORNERS COMMON TO SECTIONS 31, 32 AND 5, T
 NV0142'11 S, R 21 E, 2 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 NV0142'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 NV0142'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0124 ***********************************************************************
 NV0124  DESIGNATION -  H 77
 NV0124  PID         -  NV0124
 NV0124  STATE/COUNTY-  ID/TWIN FALLS
 NV0124  USGS QUAD   -  STRICKER BUTTE (1979)
 NV0124
 NV0124                         *CURRENT SURVEY CONTROL
 NV0124  ___________________________________________________________________
 NV0124* NAD 83(1986)-  42 25 21.     (N)    114 20 36.     (W)     SCALED    
 NV0124* NAVD 88     -      1268.592  (meters)    4162.04   (feet)  ADJUSTED  
 NV0124  ___________________________________________________________________
 NV0124  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 NV0124  DYNAMIC HT  -        1267.845 (meters)    4159.59  (feet)  COMP
 NV0124  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 NV0124
 NV0124  VERT ORDER  -  SECOND    CLASS 0
 NV0124
 NV0124.The horizontal coordinates were scaled from a topographic map and have
 NV0124.an estimated accuracy of +/- 6 seconds.
 NV0124
 NV0124.The orthometric height was determined by differential leveling
 NV0124.and adjusted by the National Geodetic Survey in June 1991..
 NV0124
 NV0124.The geoid height was determined by GEOID03.
 NV0124
 NV0124.The dynamic height is computed by dividing the NAVD 88
 NV0124.geopotential number by the normal gravity value computed on the
 NV0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0124.degrees latitude (g = 980.6199 gals.).
 NV0124
 NV0124.The modeled gravity was interpolated from observed gravity values.
 NV0124
 NV0124;                    North         East    Units  Estimated Accuracy
 NV0124;SPC ID C     -    84,010.      471,750.      MT  (+/- 180 meters Scaled)
 NV0124
 NV0124                          SUPERSEDED SURVEY CONTROL
 NV0124
 NV0124  NGVD 29 (??/??/92) 1267.621  (m)         4158.85   (f) ADJ UNCH    2 0
 NV0124
 NV0124.Superseded values are not recommended for survey control.
 NV0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0124.See file dsdata.txt to determine how the superseded data were derived.
 NV0124
 NV0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH185001(NAD 83)
 NV0124_MARKER: DB = BENCH MARK DISK
 NV0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0124_STAMPING: H 77 1958
 NV0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0124+STABILITY: SURFACE MOTION
 NV0124
 NV0124  HISTORY     - Date     Condition        Report By
 NV0124  HISTORY     - 1958     MONUMENTED       CGS
 NV0124
 NV0124                          STATION DESCRIPTION
 NV0124
 NV0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0124'9.6 MI S FROM HANSEN.
 NV0124'7.55 MILES SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCTION OF U.S.
 NV0124'HIGHWAY 30 AT HANSON, THENCE 2.05 MILES WEST ALONG A GRAVEL ROAD, 79
 NV0124'FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF A GRAVEL ROAD NORTH,
 NV0124'31 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 72 FEET EAST
 NV0124'OF THE CENTER LINE OF THE ROAD NORTH, 2 FEET SOUTH OF A WITNESS POST,
 NV0124'ABOUT LEVEL WITH THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE
 NV0124'POST PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0424 ***********************************************************************
 OY0424  DESIGNATION -  H 78
 OY0424  PID         -  OY0424
 OY0424  STATE/COUNTY-  ID/BINGHAM
 OY0424  USGS QUAD   -  ROCKFORD (1979)
 OY0424
 OY0424                         *CURRENT SURVEY CONTROL
 OY0424  ___________________________________________________________________
 OY0424* NAD 83(1986)-  43 08 32.     (N)    112 34 46.     (W)     SCALED    
 OY0424* NAVD 88     -      1358.250  (meters)    4456.19   (feet)  ADJUSTED  
 OY0424  ___________________________________________________________________
 OY0424  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 OY0424  DYNAMIC HT  -        1357.529 (meters)    4453.83  (feet)  COMP
 OY0424  MODELED GRAV-     980,041.3   (mgal)                       NAVD 88
 OY0424
 OY0424  VERT ORDER  -  SECOND    CLASS 0
 OY0424
 OY0424.The horizontal coordinates were scaled from a topographic map and have
 OY0424.an estimated accuracy of +/- 6 seconds.
 OY0424
 OY0424.The orthometric height was determined by differential leveling
 OY0424.and adjusted by the National Geodetic Survey in June 1991..
 OY0424
 OY0424.The geoid height was determined by GEOID03.
 OY0424
 OY0424.The dynamic height is computed by dividing the NAVD 88
 OY0424.geopotential number by the normal gravity value computed on the
 OY0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0424.degrees latitude (g = 980.6199 gals.).
 OY0424
 OY0424.The modeled gravity was interpolated from observed gravity values.
 OY0424
 OY0424;                    North         East    Units  Estimated Accuracy
 OY0424;SPC ID E     -   163,980.      166,420.      MT  (+/- 180 meters Scaled)
 OY0424
 OY0424                          SUPERSEDED SURVEY CONTROL
 OY0424
 OY0424  NGVD 29 (??/??/92) 1357.234  (m)         4452.86   (f) ADJ UNCH    2 0
 OY0424
 OY0424.Superseded values are not recommended for survey control.
 OY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0424.See file dsdata.txt to determine how the superseded data were derived.
 OY0424
 OY0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN715778(NAD 83)
 OY0424_MARKER: DB = BENCH MARK DISK
 OY0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0424_SP_SET: CULVERT
 OY0424_STAMPING: H 78 1958
 OY0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0424
 OY0424  HISTORY     - Date     Condition        Report By
 OY0424  HISTORY     - 1958     MONUMENTED       CGS
 OY0424
 OY0424                          STATION DESCRIPTION
 OY0424
 OY0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0424'2.0 MI NE FROM PINGREE.
 OY0424'2.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0424'AT PINGREE, 7 POLES SOUTHWEST OF MILEPOLE 8, AT THE CROSSING OF A
 OY0424'TRACK ROAD, AT THE CROSSING OF IRRIGATION DITCH 8.20, IN THE TOP OF
 OY0424'THE CENTER OF THE NORTHWEST CONCRETE HEAD WALL OF A 24-INCH PIPE
 OY0424'CULVERT UNDER STATE HIGHWAY 39, 53 FEET SOUTHEAST OF THE SOUTHEAST
 OY0424'RAIL, 33 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET
 OY0424'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0691 ***********************************************************************
 NU0691  DESIGNATION -  H 79
 NU0691  PID         -  NU0691
 NU0691  STATE/COUNTY-  ID/BINGHAM
 NU0691  USGS QUAD   -  AMERICAN FALLS NW (1971)
 NU0691
 NU0691                         *CURRENT SURVEY CONTROL
 NU0691  ___________________________________________________________________
 NU0691* NAD 83(1986)-  42 55 14.     (N)    112 53 14.     (W)     SCALED    
 NU0691* NAVD 88     -      1364.526  (meters)    4476.78   (feet)  ADJUSTED  
 NU0691  ___________________________________________________________________
 NU0691  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 NU0691  DYNAMIC HT  -        1363.757 (meters)    4474.26  (feet)  COMP
 NU0691  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 NU0691
 NU0691  VERT ORDER  -  SECOND    CLASS 0
 NU0691
 NU0691.The horizontal coordinates were scaled from a topographic map and have
 NU0691.an estimated accuracy of +/- 6 seconds.
 NU0691
 NU0691.The orthometric height was determined by differential leveling
 NU0691.and adjusted by the National Geodetic Survey in June 1991..
 NU0691
 NU0691.The geoid height was determined by GEOID03.
 NU0691
 NU0691.The dynamic height is computed by dividing the NAVD 88
 NU0691.geopotential number by the normal gravity value computed on the
 NU0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0691.degrees latitude (g = 980.6199 gals.).
 NU0691
 NU0691.The modeled gravity was interpolated from observed gravity values.
 NU0691
 NU0691;                    North         East    Units  Estimated Accuracy
 NU0691;SPC ID E     -   139,530.      141,170.      MT  (+/- 180 meters Scaled)
 NU0691
 NU0691                          SUPERSEDED SURVEY CONTROL
 NU0691
 NU0691  NGVD 29 (??/??/92) 1363.494  (m)         4473.40   (f) ADJ UNCH    2 0
 NU0691
 NU0691.Superseded values are not recommended for survey control.
 NU0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0691.See file dsdata.txt to determine how the superseded data were derived.
 NU0691
 NU0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN459537(NAD 83)
 NU0691_MARKER: DB = BENCH MARK DISK
 NU0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0691_STAMPING: H 79 1958
 NU0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0691+STABILITY: SURFACE MOTION
 NU0691
 NU0691  HISTORY     - Date     Condition        Report By
 NU0691  HISTORY     - 1958     MONUMENTED       CGS
 NU0691  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0691
 NU0691                          STATION DESCRIPTION
 NU0691
 NU0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0691'3.6 MI SW FROM ABERDEEN.
 NU0691'1.9 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 NU0691'ABERDEEN, THENCE 1.7 MILES WEST ALONG AIRPORT ROAD, AT ABERDEEN
 NU0691'MUNICIPAL AIRPORT, 0.35 MILE WEST OF THE HANGAR, AT THE NORTHWEST
 NU0691'CORNER OF THE EAST-WEST DIRT RUNWAY, 37 FEET EAST OF THE CENTER LINE
 NU0691'OF A NORTH-SOUTH GRAVEL ROAD, 21 FEET EAST OF THE CENTER OF A BLADED
 NU0691'IRRIGATION DITCH, 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 NU0691'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 NU0691
 NU0691                          STATION RECOVERY (1971)
 NU0691
 NU0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0941 ***********************************************************************
 RA0941  DESIGNATION -  H 8
 RA0941  PID         -  RA0941
 RA0941  STATE/COUNTY-  ID/VALLEY
 RA0941  USGS QUAD   -  BLACK TIP (1979)
 RA0941
 RA0941                         *CURRENT SURVEY CONTROL
 RA0941  ___________________________________________________________________
 RA0941* NAD 83(1986)-  45 09 07.     (N)    116 00 14.     (W)     SCALED    
 RA0941* NAVD 88     -      1787.296  (meters)    5863.82   (feet)  ADJUSTED  
 RA0941  ___________________________________________________________________
 RA0941  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 RA0941  DYNAMIC HT  -        1786.487 (meters)    5861.17  (feet)  COMP
 RA0941  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 RA0941
 RA0941  VERT ORDER  -  SECOND    CLASS 0
 RA0941
 RA0941.The horizontal coordinates were scaled from a topographic map and have
 RA0941.an estimated accuracy of +/- 6 seconds.
 RA0941
 RA0941.The orthometric height was determined by differential leveling
 RA0941.and adjusted by the National Geodetic Survey in June 1991..
 RA0941
 RA0941.The geoid height was determined by GEOID03.
 RA0941
 RA0941.The dynamic height is computed by dividing the NAVD 88
 RA0941.geopotential number by the normal gravity value computed on the
 RA0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0941.degrees latitude (g = 980.6199 gals.).
 RA0941
 RA0941.The modeled gravity was interpolated from observed gravity values.
 RA0941
 RA0941;                    North         East    Units  Estimated Accuracy
 RA0941;SPC ID W     -   387,220.      780,040.      MT  (+/- 180 meters Scaled)
 RA0941
 RA0941                          SUPERSEDED SURVEY CONTROL
 RA0941
 RA0941  NGVD 29 (??/??/92) 1786.057  (m)         5859.76   (f) ADJ UNCH    2 0
 RA0941
 RA0941.Superseded values are not recommended for survey control.
 RA0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0941.See file dsdata.txt to determine how the superseded data were derived.
 RA0941
 RA0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL783003(NAD 83)
 RA0941_MARKER: DD = SURVEY DISK
 RA0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0941_SP_SET: CULVERT
 RA0941_STAMPING: H 8 1934
 RA0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0941
 RA0941  HISTORY     - Date     Condition        Report By
 RA0941  HISTORY     - 1934     MONUMENTED       USGS
 RA0941  HISTORY     - 1959     GOOD             NGS
 RA0941
 RA0941                          STATION DESCRIPTION
 RA0941
 RA0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RA0941'11.65 MI S FROM BURGDORF.
 RA0941'11.65 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 RA0941'AT BURGDORF, ON THE OUTSIDE OF A CURVE, IN TOP OF A 2 1/2-BY 4-FOOT
 RA0941'GRANITE BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 18 FEET
 RA0941'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 97 FEET SOUTHWEST OF THE
 RA0941'SOUTHEAST END OF A 36-INCH PIPE CULVERT UNDER THE ROAD, 2.4 FEET
 RA0941'WEST-NORTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 RA0941'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0150 ***********************************************************************
 PZ0150  DESIGNATION -  H 8
 PZ0150  PID         -  PZ0150
 PZ0150  STATE/COUNTY-  ID/CLARK
 PZ0150  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0150
 PZ0150                         *CURRENT SURVEY CONTROL
 PZ0150  ___________________________________________________________________
 PZ0150* NAD 83(1986)-  44 25 39.     (N)    112 12 07.     (W)     SCALED    
 PZ0150* NAVD 88     -      1854.001  (meters)    6082.67   (feet)  ADJUSTED  
 PZ0150  ___________________________________________________________________
 PZ0150  GEOID HEIGHT-          -9.98  (meters)                     GEOID03
 PZ0150  DYNAMIC HT  -        1852.994 (meters)    6079.36  (feet)  COMP
 PZ0150  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 PZ0150
 PZ0150  VERT ORDER  -  FIRST     CLASS II
 PZ0150
 PZ0150.The horizontal coordinates were scaled from a topographic map and have
 PZ0150.an estimated accuracy of +/- 6 seconds.
 PZ0150
 PZ0150.The orthometric height was determined by differential leveling
 PZ0150.and adjusted by the National Geodetic Survey in June 1991..
 PZ0150
 PZ0150.The geoid height was determined by GEOID03.
 PZ0150
 PZ0150.The dynamic height is computed by dividing the NAVD 88
 PZ0150.geopotential number by the normal gravity value computed on the
 PZ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0150.degrees latitude (g = 980.6199 gals.).
 PZ0150
 PZ0150.The modeled gravity was interpolated from observed gravity values.
 PZ0150
 PZ0150;                    North         East    Units  Estimated Accuracy
 PZ0150;SPC ID E     -   306,700.      197,190.      MT  (+/- 180 meters Scaled)
 PZ0150
 PZ0150                          SUPERSEDED SURVEY CONTROL
 PZ0150
 PZ0150  NGVD 29 (??/??/92) 1852.740  (m)         6078.53   (f) ADJ UNCH    1 2
 PZ0150
 PZ0150.Superseded values are not recommended for survey control.
 PZ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0150.See file dsdata.txt to determine how the superseded data were derived.
 PZ0150
 PZ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ043200(NAD 83)
 PZ0150_MARKER: Q = CHISELED SQUARE
 PZ0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0150_SP_SET: ABUTMENT
 PZ0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0150
 PZ0150  HISTORY     - Date     Condition        Report By
 PZ0150  HISTORY     - UNK      MONUMENTED       CGS
 PZ0150  HISTORY     - 1967     GOOD             NGS
 PZ0150
 PZ0150                          STATION DESCRIPTION
 PZ0150
 PZ0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0150'5.0 MI N FROM SPENCER.
 PZ0150'3.8 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0150'THENCE 0.05 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.15 MILES NORTH
 PZ0150'ALONG THE UNION PACIFIC RAILROAD, OR IT MAY BE REACHED BY GOING 5.1
 PZ0150'MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 PZ0150'KILGORE ROAD AT SPENCER, 10 POLES NORTH OF MILEPOLE 253, IN THE TOP OF
 PZ0150'THE SOUTH CONCRETE ABUTMENT OF BRIDGE 253.37, 5.4 FEET EAST OF THE
 PZ0150'EAST RAIL, 7.5 FEET WEST OF THE EAST END OF THE ABUTMENT, BOTTOM OF A
 PZ0150'SQUARE HOLE CHISELED IN THE ABUTMENT, AND ABOUT 3 FEET LOWER THAN THE
 PZ0150'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0180 ***********************************************************************
 OH0180  DESIGNATION -  H 8
 OH0180  PID         -  OH0180
 OH0180  STATE/COUNTY-  ID/GEM
 OH0180  USGS QUAD   -  NORTHEAST EMMETT (1985)
 OH0180
 OH0180                         *CURRENT SURVEY CONTROL
 OH0180  ___________________________________________________________________
 OH0180* NAD 83(1986)-  43 53 40.     (N)    116 25 58.     (W)     SCALED    
 OH0180* NAVD 88     -       778.354  (meters)    2553.65   (feet)  ADJUSTED  
 OH0180  ___________________________________________________________________
 OH0180  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 OH0180  DYNAMIC HT  -         778.087 (meters)    2552.77  (feet)  COMP
 OH0180  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 OH0180
 OH0180  VERT ORDER  -  SECOND    CLASS 0
 OH0180
 OH0180.The horizontal coordinates were scaled from a topographic map and have
 OH0180.an estimated accuracy of +/- 6 seconds.
 OH0180
 OH0180.The orthometric height was determined by differential leveling
 OH0180.and adjusted by the National Geodetic Survey in June 1991..
 OH0180
 OH0180.The geoid height was determined by GEOID03.
 OH0180
 OH0180.The dynamic height is computed by dividing the NAVD 88
 OH0180.geopotential number by the normal gravity value computed on the
 OH0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0180.degrees latitude (g = 980.6199 gals.).
 OH0180
 OH0180.The modeled gravity was interpolated from observed gravity values.
 OH0180
 OH0180;                    North         East    Units  Estimated Accuracy
 OH0180;SPC ID W     -   247,690.      745,140.      MT  (+/- 180 meters Scaled)
 OH0180
 OH0180                          SUPERSEDED SURVEY CONTROL
 OH0180
 OH0180  NGVD 29 (??/??/92)  777.385  (m)         2550.47   (f) ADJ UNCH    2 0
 OH0180
 OH0180.Superseded values are not recommended for survey control.
 OH0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0180.See file dsdata.txt to determine how the superseded data were derived.
 OH0180
 OH0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ455603(NAD 83)
 OH0180_MARKER: DD = SURVEY DISK
 OH0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0180_STAMPING: H 8 1933
 OH0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0180+STABILITY: SURFACE MOTION
 OH0180
 OH0180  HISTORY     - Date     Condition        Report By
 OH0180  HISTORY     - 1933     MONUMENTED       USGS
 OH0180
 OH0180                          STATION DESCRIPTION
 OH0180
 OH0180'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 OH0180'4.2 MI NE FROM EMMETT.
 OH0180'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE HIGH SCHOOL AT
 OH0180'EMMETT, GEM COUNTY, AT THE JUNCTION OF THE CHERRY SPRINGS RANCH ROAD,
 OH0180'35 FEET WEST OF THE CENTER OF A ROAD CROSSING, AT THE NORTHEAST END OF
 OH0180'A CURVE TO THE NORTHEAST, AND 27 FEET NORTH OF THE CENTERLINE OF THE
 OH0180'HIGHWAY.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 8 1933 AND
 OH0180'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0425 ***********************************************************************
 NU0425  DESIGNATION -  H 80
 NU0425  PID         -  NU0425
 NU0425  STATE/COUNTY-  ID/ONEIDA
 NU0425  USGS QUAD   -  HOLBROOK (1973)
 NU0425
 NU0425                         *CURRENT SURVEY CONTROL
 NU0425  ___________________________________________________________________
 NU0425* NAD 83(1986)-  42 09 43.     (N)    112 39 15.     (W)     SCALED    
 NU0425* NAVD 88     -      1457.729  (meters)    4782.57   (feet)  ADJUSTED  
 NU0425  ___________________________________________________________________
 NU0425  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NU0425  DYNAMIC HT  -        1456.761 (meters)    4779.39  (feet)  COMP
 NU0425  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 NU0425
 NU0425  VERT ORDER  -  SECOND    CLASS 0
 NU0425
 NU0425.The horizontal coordinates were scaled from a topographic map and have
 NU0425.an estimated accuracy of +/- 6 seconds.
 NU0425
 NU0425.The orthometric height was determined by differential leveling
 NU0425.and adjusted by the National Geodetic Survey in June 1991..
 NU0425
 NU0425.The geoid height was determined by GEOID03.
 NU0425
 NU0425.The dynamic height is computed by dividing the NAVD 88
 NU0425.geopotential number by the normal gravity value computed on the
 NU0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0425.degrees latitude (g = 980.6199 gals.).
 NU0425
 NU0425.The modeled gravity was interpolated from observed gravity values.
 NU0425
 NU0425;                    North         East    Units  Estimated Accuracy
 NU0425;SPC ID E     -    55,120.      159,720.      MT  (+/- 180 meters Scaled)
 NU0425
 NU0425                          SUPERSEDED SURVEY CONTROL
 NU0425
 NU0425  NGVD 29 (??/??/92) 1456.668  (m)         4779.08   (f) ADJ UNCH    2 0
 NU0425
 NU0425.Superseded values are not recommended for survey control.
 NU0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0425.See file dsdata.txt to determine how the superseded data were derived.
 NU0425
 NU0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM633690(NAD 83)
 NU0425_MARKER: DB = BENCH MARK DISK
 NU0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0425_SP_SET: CONCRETE BASE
 NU0425_STAMPING: H 80 1934
 NU0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0425
 NU0425  HISTORY     - Date     Condition        Report By
 NU0425  HISTORY     - 1934     MONUMENTED       CGS
 NU0425
 NU0425                          STATION DESCRIPTION
 NU0425
 NU0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0425'IN HOLBROOK.
 NU0425'AT HOLBROOK, ONEIDA COUNTY, AT THE SCHOOLHOUSE, AT THE FLAGPOLE EAST
 NU0425'OF THE BUILDING, AND IN THE CONCRETE BASE.  A STANDARD DISK, STAMPED H
 NU0425'80 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 MS0310 ***********************************************************************
 MS0310  DESIGNATION -  H 81
 MS0310  PID         -  MS0310
 MS0310  STATE/COUNTY-  ID/CASSIA
 MS0310  USGS QUAD   -  STANDROD (1990)
 MS0310
 MS0310                         *CURRENT SURVEY CONTROL
 MS0310  ___________________________________________________________________
 MS0310* NAD 83(1986)-  41 59 21.     (N)    113 29 43.     (W)     SCALED    
 MS0310* NAVD 88     -      1753.990  (meters)    5754.55   (feet)  ADJUSTED  
 MS0310  ___________________________________________________________________
 MS0310  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 MS0310  DYNAMIC HT  -        1752.686 (meters)    5750.27  (feet)  COMP
 MS0310  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 MS0310
 MS0310  VERT ORDER  -  SECOND    CLASS 0
 MS0310
 MS0310.The horizontal coordinates were scaled from a topographic map and have
 MS0310.an estimated accuracy of +/- 6 seconds.
 MS0310
 MS0310.The orthometric height was determined by differential leveling
 MS0310.and adjusted by the National Geodetic Survey in June 1991..
 MS0310
 MS0310.The geoid height was determined by GEOID03.
 MS0310
 MS0310.The dynamic height is computed by dividing the NAVD 88
 MS0310.geopotential number by the normal gravity value computed on the
 MS0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MS0310.degrees latitude (g = 980.6199 gals.).
 MS0310
 MS0310.The modeled gravity was interpolated from observed gravity values.
 MS0310
 MS0310;                    North         East    Units  Estimated Accuracy
 MS0310;SPC ID C     -    35,940.      541,820.      MT  (+/- 180 meters Scaled)
 MS0310
 MS0310                          SUPERSEDED SURVEY CONTROL
 MS0310
 MS0310  NGVD 29 (??/??/92) 1752.821  (m)         5750.71   (f) ADJ UNCH    2 0
 MS0310
 MS0310.Superseded values are not recommended for survey control.
 MS0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MS0310.See file dsdata.txt to determine how the superseded data were derived.
 MS0310
 MS0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM933515(NAD 83)
 MS0310_MARKER: DB = BENCH MARK DISK
 MS0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MS0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MS0310_STAMPING: H 81 1934
 MS0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MS0310+STABILITY: SURFACE MOTION
 MS0310
 MS0310  HISTORY     - Date     Condition        Report By
 MS0310  HISTORY     - 1934     MONUMENTED       CGS
 MS0310
 MS0310                          STATION DESCRIPTION
 MS0310
 MS0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MS0310'13.95 MI SW FROM NAF.
 MS0310'FROM POST OFFICE AT NAF, IDAHO, CASSIA CO. 12.7 MILES WEST OF. THENCE
 MS0310'SOUTH ON GRAVEL RD. 1.25 MILES, 3400 FEET EAST OF GRAVEL ROAD, 600
 MS0310'FEET WEST OF A PROMINENT DRAIN.  ON NW SLOPE OF SMALL NORTH AND SOUTH
 MS0310'RIDGE, 22 FEET WEST OF A TRACK ROAD.  A STANDARD C AND GS TABLET
 MS0310'STAMPED H 81 1934 AND SET IN A CONCRETE POST PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0950 ***********************************************************************
 NU0950  DESIGNATION -  H 83
 NU0950  PID         -  NU0950
 NU0950  STATE/COUNTY-  ID/CASSIA
 NU0950  USGS QUAD   -  IDAHOME (1978)
 NU0950
 NU0950                         *CURRENT SURVEY CONTROL
 NU0950  ___________________________________________________________________
 NU0950* NAD 83(1986)-  42 26 16.     (N)    113 24 17.     (W)     SCALED    
 NU0950* NAVD 88     -      1340.814  (meters)    4398.99   (feet)  ADJUSTED  
 NU0950  ___________________________________________________________________
 NU0950  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 NU0950  DYNAMIC HT  -        1339.982 (meters)    4396.26  (feet)  COMP
 NU0950  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 NU0950
 NU0950  VERT ORDER  -  SECOND    CLASS 0
 NU0950
 NU0950.The horizontal coordinates were scaled from a topographic map and have
 NU0950.an estimated accuracy of +/- 6 seconds.
 NU0950
 NU0950.The orthometric height was determined by differential leveling
 NU0950.and adjusted by the National Geodetic Survey in June 1991..
 NU0950.WARNING-Repeat measurements at this control monument indicate possible
 NU0950.vertical movement.
 NU0950
 NU0950.The geoid height was determined by GEOID03.
 NU0950
 NU0950.The dynamic height is computed by dividing the NAVD 88
 NU0950.geopotential number by the normal gravity value computed on the
 NU0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0950.degrees latitude (g = 980.6199 gals.).
 NU0950
 NU0950.The modeled gravity was interpolated from observed gravity values.
 NU0950
 NU0950;                    North         East    Units  Estimated Accuracy
 NU0950;SPC ID C     -    85,820.      548,980.      MT  (+/- 180 meters Scaled)
 NU0950
 NU0950                          SUPERSEDED SURVEY CONTROL
 NU0950
 NU0950  NGVD 29 (??/??/92) 1339.789  (m)         4395.62   (f) ADJ UNCH    2 0
 NU0950
 NU0950.Superseded values are not recommended for survey control.
 NU0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0950.See file dsdata.txt to determine how the superseded data were derived.
 NU0950
 NU0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN022011(NAD 83)
 NU0950_MARKER: DB = BENCH MARK DISK
 NU0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0950_STAMPING: H 83 1934
 NU0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0950+STABILITY: SURFACE MOTION
 NU0950
 NU0950  HISTORY     - Date     Condition        Report By
 NU0950  HISTORY     - 1934     MONUMENTED       CGS
 NU0950  HISTORY     - 1958     GOOD             NGS
 NU0950  HISTORY     - 1968     MARK NOT FOUND   USGS
 NU0950
 NU0950                          STATION DESCRIPTION
 NU0950
 NU0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0950'9.35 MI N FROM MALTA.
 NU0950'9.35 MILES NORTH ALONG U.S. HIGHWAY 30 SOUTH FROM THE POST OFFICE AT
 NU0950'MALTA, 1.55 MILES NORTH OF AN ABANDONED C.A.A. AIRWAY BEACON TOWER AT
 NU0950'IDAHOME, 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 109 FEET
 NU0950'NORTH OF A T FENCE CORNER, 10 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.2
 NU0950'FEET EAST OF A FENCE, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, AND SET
 NU0950'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NU0950'NOTE-- THE EDGES OF THE CONCRETE POST ARE BEGINNING TO DECOMPOSE. THIS
 NU0950'MARK IS IN A VALLEY THAT IS IRRIGATED BY WELL WATER.
 NU0950
 NU0950                          STATION RECOVERY (1968)
 NU0950
 NU0950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0443 ***********************************************************************
 SV0443  DESIGNATION -  H 84
 SV0443  PID         -  SV0443
 SV0443  STATE/COUNTY-  ID/KOOTENAI
 SV0443  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0443
 SV0443                         *CURRENT SURVEY CONTROL
 SV0443  ___________________________________________________________________
 SV0443* NAD 83(1986)-  47 37 26.     (N)    116 39 34.     (W)     SCALED    
 SV0443* NAVD 88     -       654.276  (meters)    2146.57   (feet)  ADJUSTED  
 SV0443  ___________________________________________________________________
 SV0443  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 SV0443  DYNAMIC HT  -         654.290 (meters)    2146.62  (feet)  COMP
 SV0443  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 SV0443
 SV0443  VERT ORDER  -  SECOND    CLASS 0
 SV0443
 SV0443.The horizontal coordinates were scaled from a topographic map and have
 SV0443.an estimated accuracy of +/- 6 seconds.
 SV0443
 SV0443.The orthometric height was determined by differential leveling
 SV0443.and adjusted by the National Geodetic Survey in June 1991..
 SV0443
 SV0443.The geoid height was determined by GEOID03.
 SV0443
 SV0443.The dynamic height is computed by dividing the NAVD 88
 SV0443.geopotential number by the normal gravity value computed on the
 SV0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0443.degrees latitude (g = 980.6199 gals.).
 SV0443
 SV0443.The modeled gravity was interpolated from observed gravity values.
 SV0443
 SV0443;                    North         East    Units  Estimated Accuracy
 SV0443;SPC ID W     -   662,350.      731,650.      MT  (+/- 180 meters Scaled)
 SV0443
 SV0443                          SUPERSEDED SURVEY CONTROL
 SV0443
 SV0443  NGVD 29 (??/??/92)  653.141  (m)         2142.85   (f) ADJ UNCH    2 0
 SV0443
 SV0443.Superseded values are not recommended for survey control.
 SV0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0443.See file dsdata.txt to determine how the superseded data were derived.
 SV0443
 SV0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN255745(NAD 83)
 SV0443_MARKER: DB = BENCH MARK DISK
 SV0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0443_SP_SET: CULVERT
 SV0443_STAMPING: H 84 1958
 SV0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0443
 SV0443  HISTORY     - Date     Condition        Report By
 SV0443  HISTORY     - 1958     MONUMENTED       CGS
 SV0443  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0443
 SV0443                          STATION DESCRIPTION
 SV0443
 SV0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0443'8.4 MI E FROM COEUR DALENE.
 SV0443'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR D ALENE,
 SV0443'THENCE 8.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 10. 0.5 MILE WEST OF THE
 SV0443'JUNCTION OF U.S. HIGHWAY 95 ALT., 46.0 FEET NORTH OF THE CENTERLINE OF
 SV0443'THE HIGHWAY, SET IN TOP OF THE NORTHEAST CONCRETE HEADWALL OF A
 SV0443'CORRUGATED IRON PIPE CULVERT UNDER THE HIGHWAY AND ABOUT LEVEL WITH
 SV0443'THE HIGHWAY.
 SV0443
 SV0443                          STATION RECOVERY (1976)
 SV0443
 SV0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0618 ***********************************************************************
 OZ0618  DESIGNATION -  H 85
 OZ0618  PID         -  OZ0618
 OZ0618  STATE/COUNTY-  ID/ELMORE
 OZ0618  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0618
 OZ0618                         *CURRENT SURVEY CONTROL
 OZ0618  ___________________________________________________________________
 OZ0618* NAD 83(1986)-  43 18 48.     (N)    115 55 11.     (W)     SCALED    
 OZ0618* NAVD 88     -       993.746  (meters)    3260.32   (feet)  ADJUSTED  
 OZ0618  ___________________________________________________________________
 OZ0618  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 OZ0618  DYNAMIC HT  -         993.308 (meters)    3258.88  (feet)  COMP
 OZ0618  MODELED GRAV-     980,145.3   (mgal)                       NAVD 88
 OZ0618
 OZ0618  VERT ORDER  -  FIRST     CLASS II
 OZ0618
 OZ0618.The horizontal coordinates were scaled from a topographic map and have
 OZ0618.an estimated accuracy of +/- 6 seconds.
 OZ0618
 OZ0618.The orthometric height was determined by differential leveling
 OZ0618.and adjusted by the National Geodetic Survey in June 1991..
 OZ0618
 OZ0618.The geoid height was determined by GEOID03.
 OZ0618
 OZ0618.The dynamic height is computed by dividing the NAVD 88
 OZ0618.geopotential number by the normal gravity value computed on the
 OZ0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0618.degrees latitude (g = 980.6199 gals.).
 OZ0618
 OZ0618.The modeled gravity was interpolated from observed gravity values.
 OZ0618
 OZ0618;                    North         East    Units  Estimated Accuracy
 OZ0618;SPC ID W     -   182,920.      786,230.      MT  (+/- 180 meters Scaled)
 OZ0618
 OZ0618                          SUPERSEDED SURVEY CONTROL
 OZ0618
 OZ0618  NGVD 29 (??/??/92)  992.788  (m)         3257.17   (f) ADJ UNCH    1 2
 OZ0618
 OZ0618.Superseded values are not recommended for survey control.
 OZ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0618.See file dsdata.txt to determine how the superseded data were derived.
 OZ0618
 OZ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH876961(NAD 83)
 OZ0618_MARKER: DB = BENCH MARK DISK
 OZ0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0618_STAMPING: H 85 1959
 OZ0618_MARK LOGO: CGS   
 OZ0618_PROJECTION: FLUSH
 OZ0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0618+STABILITY: SURFACE MOTION
 OZ0618
 OZ0618  HISTORY     - Date     Condition        Report By
 OZ0618  HISTORY     - 1959     MONUMENTED       CGS
 OZ0618  HISTORY     - 1983     GOOD             NGS
 OZ0618
 OZ0618                          STATION DESCRIPTION
 OZ0618
 OZ0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0618'9.0 MI SE FROM ORCHARD.
 OZ0618'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0618'SIDING OF THE UNION PACIFIC RAILROAD TO THE JUNCTION WITH U.S. HIGHWAY
 OZ0618'30, THENCE 4.55 MILES SOUTHEAST ALONG THE HIGHWAY, 115 FEET SOUTHWEST
 OZ0618'OF THE CENTER LINE OF THE HIGHWAY, 4.6 FEET WEST FROM A METAL WITNESS
 OZ0618'POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES
 OZ0618'ABOVE GROUND LEVEL.
 OZ0618
 OZ0618                          STATION RECOVERY (1983)
 OZ0618
 OZ0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0618'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.2 KM
 OZ0618'(11.3 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0618'PACIFIC RAILROAD OVERPASS AT MOUNTAIN HOME, THENCE 10.1 KM (6.3 MI)
 OZ0618'NORTHWEST ALONG INTERSTATE 84, AT THE TOP OF A LOW KNOLL, 0.1 KM
 OZ0618'(0.05 MI) SOUTHEAST OF MILEPOST 77, 35.0 METERS (115 FT) SOUTHWEST OF
 OZ0618'THE CENTERLINE OF THE EASTBOUND LANES, 5.0 METERS (17 FT) NORTHEAST OF
 OZ0618'THE CENTER OF A TRACK ROAD, 4.3 METERS (14 FT) SOUTHWEST OF THE RIGHT
 OZ0618'OF WAY FENCE.
 OZ0618'THE MARK IS 1.2 METERS  WNW FROM A WITNESS POST.
 OZ0618'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0545 ***********************************************************************
 OH0545  DESIGNATION -  H 86
 OH0545  PID         -  OH0545
 OH0545  STATE/COUNTY-  ID/CANYON
 OH0545  USGS QUAD   -  CALDWELL (1971)
 OH0545
 OH0545                         *CURRENT SURVEY CONTROL
 OH0545  ___________________________________________________________________
 OH0545* NAD 83(1986)-  43 40 38.     (N)    116 39 51.     (W)     SCALED    
 OH0545* NAVD 88     -       731.395  (meters)    2399.59   (feet)  ADJUSTED  
 OH0545  ___________________________________________________________________
 OH0545  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 OH0545  DYNAMIC HT  -         731.151 (meters)    2398.78  (feet)  COMP
 OH0545  MODELED GRAV-     980,262.1   (mgal)                       NAVD 88
 OH0545
 OH0545  VERT ORDER  -  SECOND    CLASS 0
 OH0545
 OH0545.The horizontal coordinates were scaled from a topographic map and have
 OH0545.an estimated accuracy of +/- 6 seconds.
 OH0545
 OH0545.The orthometric height was determined by differential leveling
 OH0545.and adjusted by the National Geodetic Survey in June 1991..
 OH0545
 OH0545.The geoid height was determined by GEOID03.
 OH0545
 OH0545.The dynamic height is computed by dividing the NAVD 88
 OH0545.geopotential number by the normal gravity value computed on the
 OH0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0545.degrees latitude (g = 980.6199 gals.).
 OH0545
 OH0545.The modeled gravity was interpolated from observed gravity values.
 OH0545
 OH0545;                    North         East    Units  Estimated Accuracy
 OH0545;SPC ID W     -   223,740.      726,290.      MT  (+/- 180 meters Scaled)
 OH0545
 OH0545                          SUPERSEDED SURVEY CONTROL
 OH0545
 OH0545  NGVD 29 (??/??/92)  730.456  (m)         2396.50   (f) ADJ UNCH    2 0
 OH0545
 OH0545.Superseded values are not recommended for survey control.
 OH0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0545.See file dsdata.txt to determine how the superseded data were derived.
 OH0545
 OH0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ270360(NAD 83)
 OH0545_MARKER: DB = BENCH MARK DISK
 OH0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0545_STAMPING: H 86 1959
 OH0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0545+STABILITY: SURFACE MOTION
 OH0545
 OH0545  HISTORY     - Date     Condition        Report By
 OH0545  HISTORY     - 1959     MONUMENTED       CGS
 OH0545  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0545
 OH0545                          STATION DESCRIPTION
 OH0545
 OH0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0545'1.6 MI E FROM CALDWELL.
 OH0545'0.7 MILE NORTH ALONG KIMBALL AVE. FROM THE RAILROAD DEPOT AT CALDWELL
 OH0545'TO THE JUNCTION OF MARBLE FRONT ROAD, THENCE 0.1 MILE EAST TO N.
 OH0545'MICHIGAN AVE., THENCE 0.3 MILE NORTH TO L STREET, THENCE 0.5 MILE EAST
 OH0545'ON L STREET, ABOUT 500 FEET NORTHWEST OF THE CENTER OF THE PROPOSED
 OH0545'HIGHWAY, 15.0 FEET NORTH OF A CANAL, 19.0 FEET SOUTH OF THE CENTERLINE
 OH0545'OF A GRAVEL ROAD, 4.3 FEET EAST OF POWER POLE NO. 1036, 1.6 FEET
 OH0545'NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE
 OH0545'POST PROJECTING 6 INCHES.
 OH0545
 OH0545                          STATION RECOVERY (1979)
 OH0545
 OH0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0638 ***********************************************************************
 OZ0638  DESIGNATION -  H 87
 OZ0638  PID         -  OZ0638
 OZ0638  STATE/COUNTY-  ID/ELMORE
 OZ0638  USGS QUAD   -  REVERSE (1992)
 OZ0638
 OZ0638                         *CURRENT SURVEY CONTROL
 OZ0638  ___________________________________________________________________
 OZ0638* NAD 83(1986)-  43 05 13.     (N)    115 36 12.     (W)     SCALED    
 OZ0638* NAVD 88     -       978.127  (meters)    3209.07   (feet)  ADJUSTED  
 OZ0638  ___________________________________________________________________
 OZ0638  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 OZ0638  DYNAMIC HT  -         977.693 (meters)    3207.65  (feet)  COMP
 OZ0638  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 OZ0638
 OZ0638  VERT ORDER  -  SECOND    CLASS 0
 OZ0638
 OZ0638.The horizontal coordinates were scaled from a topographic map and have
 OZ0638.an estimated accuracy of +/- 6 seconds.
 OZ0638
 OZ0638.The orthometric height was determined by differential leveling
 OZ0638.and adjusted by the National Geodetic Survey in June 1991..
 OZ0638
 OZ0638.The geoid height was determined by GEOID03.
 OZ0638
 OZ0638.The dynamic height is computed by dividing the NAVD 88
 OZ0638.geopotential number by the normal gravity value computed on the
 OZ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0638.degrees latitude (g = 980.6199 gals.).
 OZ0638
 OZ0638.The modeled gravity was interpolated from observed gravity values.
 OZ0638
 OZ0638;                    North         East    Units  Estimated Accuracy
 OZ0638;SPC ID W     -   157,770.      811,940.      MT  (+/- 180 meters Scaled)
 OZ0638
 OZ0638                          SUPERSEDED SURVEY CONTROL
 OZ0638
 OZ0638  NGVD 29 (??/??/92)  977.247  (m)         3206.18   (f) ADJ UNCH    2 0
 OZ0638
 OZ0638.Superseded values are not recommended for survey control.
 OZ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0638.See file dsdata.txt to determine how the superseded data were derived.
 OZ0638
 OZ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH136714(NAD 83)
 OZ0638_MARKER: DB = BENCH MARK DISK
 OZ0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0638_STAMPING: H 87 1959
 OZ0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0638+STABILITY: SURFACE MOTION
 OZ0638
 OZ0638  HISTORY     - Date     Condition        Report By
 OZ0638  HISTORY     - 1959     MONUMENTED       CGS
 OZ0638
 OZ0638                          STATION DESCRIPTION
 OZ0638
 OZ0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0638'6.5 MI E FROM MOUNTAIN HOME.
 OZ0638'3.3 MILES SOUTHEAST ON SOUTH MAIN STREET FROM ITS INTERSECTION WITH
 OZ0638'U.S. HIGHWAY 30 AT MOUNTAIN HOME, THENCE 3.2 MILES EAST ON PAVED ROAD,
 OZ0638'71.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 11.0 FEET SOUTHWEST OF
 OZ0638'THE CENTERLINE OF A DIRT ROAD, 6.0 FEET SOUTHEAST OF POWER POLE NO.
 OZ0638'722, 0.6 FOOT SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE
 OZ0638'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0562 ***********************************************************************
 NV0562  DESIGNATION -  H 88
 NV0562  PID         -  NV0562
 NV0562  STATE/COUNTY-  ID/ELMORE
 NV0562  USGS QUAD   -  GLENNS FERRY (1992)
 NV0562
 NV0562                         *CURRENT SURVEY CONTROL
 NV0562  ___________________________________________________________________
 NV0562* NAD 83(1986)-  42 58 58.     (N)    115 21 02.     (W)     SCALED    
 NV0562* NAVD 88     -       912.402  (meters)    2993.44   (feet)  ADJUSTED  
 NV0562  ___________________________________________________________________
 NV0562  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 NV0562  DYNAMIC HT  -         912.007 (meters)    2992.14  (feet)  COMP
 NV0562  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 NV0562
 NV0562  VERT ORDER  -  SECOND    CLASS 0
 NV0562
 NV0562.The horizontal coordinates were scaled from a topographic map and have
 NV0562.an estimated accuracy of +/- 6 seconds.
 NV0562
 NV0562.The orthometric height was determined by differential leveling
 NV0562.and adjusted by the National Geodetic Survey in June 1991..
 NV0562
 NV0562.The geoid height was determined by GEOID03.
 NV0562
 NV0562.The dynamic height is computed by dividing the NAVD 88
 NV0562.geopotential number by the normal gravity value computed on the
 NV0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0562.degrees latitude (g = 980.6199 gals.).
 NV0562
 NV0562.The modeled gravity was interpolated from observed gravity values.
 NV0562
 NV0562;                    North         East    Units  Estimated Accuracy
 NV0562;SPC ID W     -   146,260.      832,580.      MT  (+/- 180 meters Scaled)
 NV0562
 NV0562                          SUPERSEDED SURVEY CONTROL
 NV0562
 NV0562  NGVD 29 (??/??/92)  911.562  (m)         2990.68   (f) ADJ UNCH    2 0
 NV0562
 NV0562.Superseded values are not recommended for survey control.
 NV0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0562.See file dsdata.txt to determine how the superseded data were derived.
 NV0562
 NV0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH344602(NAD 83)
 NV0562_MARKER: DB = BENCH MARK DISK
 NV0562_SETTING: 66 = SET IN ROCK OUTCROP
 NV0562_SP_SET: BEDROCK
 NV0562_STAMPING: H 88 1959
 NV0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0562+STABILITY: POSITION/ELEVATION WELL
 NV0562
 NV0562  HISTORY     - Date     Condition        Report By
 NV0562  HISTORY     - 1959     MONUMENTED       CGS
 NV0562  HISTORY     - 1983     GOOD             NGS
 NV0562
 NV0562                          STATION DESCRIPTION
 NV0562
 NV0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0562'4.45 MI NW FROM GLENNS FERRY.
 NV0562'0.1 MILE WEST ALONG IDAHO AVE. FROM THE GLENNS FERRY RAILROAD STATION,
 NV0562'THENCE 0.3 MILE NORTH ON COMMERCIAL STREET, THENCE 0.4 MILE WEST ON
 NV0562'U.S. HIGHWAY 30, THENCE 3.65 MILES NORTHWEST ON A PAVED ROAD TO A
 NV0562'CATTLE GUARD, 180.0 FEET WEST OF THE WEST END OF THE CATTLE GUARD,
 NV0562'160.0 FEET SOUTHWEST OF THE ROAD, 7.6 FEET WEST OF A METAL WITNESS
 NV0562'POST WITH SIGN, SET IN A DRILL HOLE IN BEDROCK PROJECTING 4 INCHES.
 NV0562
 NV0562                          STATION RECOVERY (1983)
 NV0562
 NV0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0562'0.15 KM (0.1 MI) WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0562'STATION AT GLENNS FERRY, THENCE 0.5 KM (0.3 MI) NORTH ALONG
 NV0562'COMMMERCIAL ST, THENCE 0.65 KM (0.4 MI) WEST ALONG OLD HWY 30, THENCE
 NV0562'0.85 KM (0.55 MI) NORTH ALONG BANNOCK ROAD, THENCE 5.35 KM (3.25 MI)
 NV0562'NORTHWEST ALONG BENNETT ROAD, IN TOP OF AND 0.6 KM (20.0 FT)
 NV0562'NORTHWEST OF THE SOUTHEAST EDGE OF A 20.0 FT. 30.0 FT. VOLCANIC ROCK
 NV0562'OUTCROP PROJECTING 3 FT. ABOVE THE GROUND AND ON THE NORTH TO ROW OF
 NV0562'A LOW CLIFF, 48.7 M (160.0 FT) SOUTHWEST CENTERLINE ROAD, 54.8 (180.0
 NV0562'FT) WEST OF THE SOUTHWEST END OF A CATTLE GUARD, 0.3 M (1.0 FT)
 NV0562'SOUTHWEST OF THE NORTHEAST EDGE OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0167 ***********************************************************************
 PZ0167  DESIGNATION -  H 89
 PZ0167  PID         -  PZ0167
 PZ0167  STATE/COUNTY-  ID/CLARK
 PZ0167  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0167
 PZ0167                         *CURRENT SURVEY CONTROL
 PZ0167  ___________________________________________________________________
 PZ0167* NAD 83(1986)-  44 28 18.     (N)    112 13 29.     (W)     SCALED    
 PZ0167* NAVD 88     -      1984.867  (meters)    6512.02   (feet)  ADJUSTED  
 PZ0167  ___________________________________________________________________
 PZ0167  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 PZ0167  DYNAMIC HT  -        1983.745 (meters)    6508.34  (feet)  COMP
 PZ0167  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 PZ0167
 PZ0167  VERT ORDER  -  FIRST     CLASS II
 PZ0167
 PZ0167.The horizontal coordinates were scaled from a topographic map and have
 PZ0167.an estimated accuracy of +/- 6 seconds.
 PZ0167
 PZ0167.The orthometric height was determined by differential leveling
 PZ0167.and adjusted by the National Geodetic Survey in June 1991..
 PZ0167
 PZ0167.The geoid height was determined by GEOID03.
 PZ0167
 PZ0167.The dynamic height is computed by dividing the NAVD 88
 PZ0167.geopotential number by the normal gravity value computed on the
 PZ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0167.degrees latitude (g = 980.6199 gals.).
 PZ0167
 PZ0167.The modeled gravity was interpolated from observed gravity values.
 PZ0167
 PZ0167;                    North         East    Units  Estimated Accuracy
 PZ0167;SPC ID E     -   311,600.      195,380.      MT  (+/- 180 meters Scaled)
 PZ0167
 PZ0167                          SUPERSEDED SURVEY CONTROL
 PZ0167
 PZ0167  NGVD 29 (??/??/92) 1983.556  (m)         6507.72   (f) ADJ UNCH    1 2
 PZ0167
 PZ0167.Superseded values are not recommended for survey control.
 PZ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0167.See file dsdata.txt to determine how the superseded data were derived.
 PZ0167
 PZ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ025249(NAD 83)
 PZ0167_MARKER: DB = BENCH MARK DISK
 PZ0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PZ0167_SP_SET: CULVERT
 PZ0167_STAMPING: H 89 1959
 PZ0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0167
 PZ0167  HISTORY     - Date     Condition        Report By
 PZ0167  HISTORY     - 1959     MONUMENTED       CGS
 PZ0167  HISTORY     - 1967     GOOD             NGS
 PZ0167
 PZ0167                          STATION DESCRIPTION
 PZ0167
 PZ0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0167'1.3 MI S FROM HUMPHREY.
 PZ0167'1.3 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0167'HUMPHREY, AT THE SOUTHEAST END OF A LARGE TURNOUT, IN THE TOP OF A 1
 PZ0167'1/2- BY 2-FOOT BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE GROUND, 96
 PZ0167'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 90.6 FEET NORTH OF THE
 PZ0167'NORTH CORNER OF THE NORTHEAST HEAD WALL OF A 24-INCH PIPE CULVERT, 56
 PZ0167'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A CANYON, 1.7 FEET NORTHWEST
 PZ0167'OF A WITNESS POST, AND ABOUT 6 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0360 ***********************************************************************
 SV0360  DESIGNATION -  H 9
 SV0360  PID         -  SV0360
 SV0360  STATE/COUNTY-  ID/KOOTENAI
 SV0360  USGS QUAD   -  HAYDEN (1996)
 SV0360
 SV0360                         *CURRENT SURVEY CONTROL
 SV0360  ___________________________________________________________________
 SV0360* NAD 83(1986)-  47 50 25.     (N)    116 50 56.     (W)     SCALED    
 SV0360* NAVD 88     -       696.822  (meters)    2286.16   (feet)  ADJUSTED  
 SV0360  ___________________________________________________________________
 SV0360  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 SV0360  DYNAMIC HT  -         696.856 (meters)    2286.27  (feet)  COMP
 SV0360  MODELED GRAV-     980,639.3   (mgal)                       NAVD 88
 SV0360
 SV0360  VERT ORDER  -  FIRST     CLASS II
 SV0360
 SV0360.The horizontal coordinates were scaled from a topographic map and have
 SV0360.an estimated accuracy of +/- 6 seconds.
 SV0360
 SV0360.The orthometric height was determined by differential leveling
 SV0360.and adjusted by the National Geodetic Survey in June 1991..
 SV0360
 SV0360.The geoid height was determined by GEOID03.
 SV0360
 SV0360.The dynamic height is computed by dividing the NAVD 88
 SV0360.geopotential number by the normal gravity value computed on the
 SV0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0360.degrees latitude (g = 980.6199 gals.).
 SV0360
 SV0360.The modeled gravity was interpolated from observed gravity values.
 SV0360
 SV0360;                    North         East    Units  Estimated Accuracy
 SV0360;SPC ID W     -   686,590.      717,750.      MT  (+/- 180 meters Scaled)
 SV0360
 SV0360                          SUPERSEDED SURVEY CONTROL
 SV0360
 SV0360  NGVD 29 (??/??/92)  695.641  (m)         2282.28   (f) ADJ UNCH    1 2
 SV0360
 SV0360.Superseded values are not recommended for survey control.
 SV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0360.See file dsdata.txt to determine how the superseded data were derived.
 SV0360
 SV0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN113985(NAD 83)
 SV0360_MARKER: P = PIPE CAP
 SV0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0360_STAMPING: H 9 1914
 SV0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0360
 SV0360  HISTORY     - Date     Condition        Report By
 SV0360  HISTORY     - 1914     MONUMENTED       CGS
 SV0360  HISTORY     - 1944     GOOD             NGS
 SV0360
 SV0360                          STATION DESCRIPTION
 SV0360
 SV0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0360'3.15 MI NE FROM RATHDRUM.
 SV0360'3.15 MILES NORTHEAST ALONG THE OLD ABANDONED NORTHERN PACIFIC RAILROAD
 SV0360'BED FROM THE STATION AT RATHDRUM, BETWEEN THE BED AND THE ROAD
 SV0360'PARALLELING BED, 50 FEET NORTHWEST OF CENTER-LINE OF BED, 76 FEET
 SV0360'NORTHEAST OF TELEPHONE POLE MARKED C 2, 32 FEET SOUTHEAST OF
 SV0360'CENTER-LINE OF ROAD, 14 FEET SOUTH OF CENTER-LINE OF SIDE ROAD LEADING
 SV0360'SOUTHEAST ACROSS TRACK BED, 3 FEET SOUTHEAST OF POINT IN LINE WITH
 SV0360'POLES, 1.8 FEET SOUTHWEST OF REFERENCE POST.  A BRONZE BENCH MARK CAP
 SV0360'ON TOP OF A 3 1/2-INCH IRON PIPE AND PROJECTING ABOUT 1 FOOT ABOVE THE
 SV0360'GROUND.  BENCH MARK IS SUBJECT TO A VERY SMALL AMOUNT OF HORIZONTAL
 SV0360'MOVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0444 ***********************************************************************
 QZ0444  DESIGNATION -  H 9
 QZ0444  PID         -  QZ0444
 QZ0444  STATE/COUNTY-  ID/VALLEY
 QZ0444  USGS QUAD   -  VICTOR PEAK (1979)
 QZ0444
 QZ0444                         *CURRENT SURVEY CONTROL
 QZ0444  ___________________________________________________________________
 QZ0444* NAD 83(1986)-  45 10 40.     (N)    115 59 20.     (W)     SCALED    
 QZ0444* NAVD 88     -      1861.196  (meters)    6106.27   (feet)  ADJUSTED  
 QZ0444  ___________________________________________________________________
 QZ0444  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 QZ0444  DYNAMIC HT  -        1860.296 (meters)    6103.32  (feet)  COMP
 QZ0444  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 QZ0444
 QZ0444  VERT ORDER  -  SECOND    CLASS 0
 QZ0444
 QZ0444.The horizontal coordinates were scaled from a topographic map and have
 QZ0444.an estimated accuracy of +/- 6 seconds.
 QZ0444
 QZ0444.The orthometric height was determined by differential leveling
 QZ0444.and adjusted by the National Geodetic Survey in June 1991..
 QZ0444
 QZ0444.The geoid height was determined by GEOID03.
 QZ0444
 QZ0444.The dynamic height is computed by dividing the NAVD 88
 QZ0444.geopotential number by the normal gravity value computed on the
 QZ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0444.degrees latitude (g = 980.6199 gals.).
 QZ0444
 QZ0444.The modeled gravity was interpolated from observed gravity values.
 QZ0444
 QZ0444;                    North         East    Units  Estimated Accuracy
 QZ0444;SPC ID W     -   390,090.      781,220.      MT  (+/- 180 meters Scaled)
 QZ0444
 QZ0444                          SUPERSEDED SURVEY CONTROL
 QZ0444
 QZ0444  NGVD 29 (??/??/92) 1859.896  (m)         6102.01   (f) ADJ UNCH    2 0
 QZ0444
 QZ0444.Superseded values are not recommended for survey control.
 QZ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0444.See file dsdata.txt to determine how the superseded data were derived.
 QZ0444
 QZ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL794031(NAD 83)
 QZ0444_MARKER: DD = SURVEY DISK
 QZ0444_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0444_SP_SET: GRANITE OUTCROP
 QZ0444_STAMPING: H 9 1934
 QZ0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0444+STABILITY: POSITION/ELEVATION WELL
 QZ0444
 QZ0444  HISTORY     - Date     Condition        Report By
 QZ0444  HISTORY     - 1934     MONUMENTED       USGS
 QZ0444  HISTORY     - 1959     GOOD             NGS
 QZ0444
 QZ0444                          STATION DESCRIPTION
 QZ0444
 QZ0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QZ0444'9.5 MI S FROM BURGDORF.
 QZ0444'9.5 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 QZ0444'AT BURGDORF, NEAR A WOODEN BRIDGE OVER THE NORTH FORK OF THE PAYETTE
 QZ0444'RIVER, IN TOP OF AN 8-BY 10-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT
 QZ0444'3 1/2 FEET ABOVE THE GROUND, 145 FEET EAST OF THE CENTER LINE OF THE
 QZ0444'ROAD, 146 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE,
 QZ0444'8.1 FEET NORTH OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE
 QZ0444'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0353 ***********************************************************************
 PZ0353  DESIGNATION -  H 9
 PZ0353  PID         -  PZ0353
 PZ0353  STATE/COUNTY-  ID/BUTTE
 PZ0353  USGS QUAD   -  MULKEY BAR (1987)
 PZ0353
 PZ0353                         *CURRENT SURVEY CONTROL
 PZ0353  ___________________________________________________________________
 PZ0353* NAD 83(1986)-  44 08 51.     (N)    113 21 39.     (W)     SCALED    
 PZ0353* NAVD 88     -      1931.976  (meters)    6338.49   (feet)  ADJUSTED  
 PZ0353  ___________________________________________________________________
 PZ0353  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 PZ0353  DYNAMIC HT  -        1930.812 (meters)    6334.67  (feet)  COMP
 PZ0353  MODELED GRAV-     979,947.3   (mgal)                       NAVD 88
 PZ0353
 PZ0353  VERT ORDER  -  SECOND    CLASS 0
 PZ0353
 PZ0353.The horizontal coordinates were scaled from a topographic map and have
 PZ0353.an estimated accuracy of +/- 6 seconds.
 PZ0353
 PZ0353.The orthometric height was determined by differential leveling
 PZ0353.and adjusted by the National Geodetic Survey in June 1991..
 PZ0353
 PZ0353.The geoid height was determined by GEOID03.
 PZ0353
 PZ0353.The dynamic height is computed by dividing the NAVD 88
 PZ0353.geopotential number by the normal gravity value computed on the
 PZ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0353.degrees latitude (g = 980.6199 gals.).
 PZ0353
 PZ0353.The modeled gravity was interpolated from observed gravity values.
 PZ0353
 PZ0353;                    North         East    Units  Estimated Accuracy
 PZ0353;SPC ID C     -   275,780.      551,140.      MT  (+/- 180 meters Scaled)
 PZ0353
 PZ0353                          SUPERSEDED SURVEY CONTROL
 PZ0353
 PZ0353  NGVD 29 (??/??/92) 1930.695  (m)         6334.29   (f) ADJ UNCH    2 0
 PZ0353
 PZ0353.Superseded values are not recommended for survey control.
 PZ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0353.See file dsdata.txt to determine how the superseded data were derived.
 PZ0353
 PZ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP111909(NAD 83)
 PZ0353_MARKER: DD = SURVEY DISK
 PZ0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0353_SP_SET: BRIDGE
 PZ0353_STAMPING: H 9 1932
 PZ0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0353
 PZ0353  HISTORY     - Date     Condition        Report By
 PZ0353  HISTORY     - 1932     MONUMENTED       USGS
 PZ0353  HISTORY     - 1948     GOOD             NGS
 PZ0353
 PZ0353                          STATION DESCRIPTION
 PZ0353
 PZ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PZ0353'6.0 MI SW FROM CLYDE.
 PZ0353'6.0 MILES SOUTHWEST ALONG THE PASS CREEK ROAD FROM THE SCHOOL AT
 PZ0353'CLYDE, 51.0 FEET EAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER
 PZ0353'WET CREEK, 37.0 FEET NORTH OF THE CENTER LINE OF THE PASS CREEK ROAD,
 PZ0353'13.5 FEET SOUTH OF THE CENTER LINE OF WET CREEK, SET ON TOP AND AT THE
 PZ0353'SOUTHWEST CORNER OF THE CONCRETE REMAINS OF THE OLD BRIDGE OVER WET
 PZ0353'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0182 ***********************************************************************
 OH0182  DESIGNATION -  H 9
 OH0182  PID         -  OH0182
 OH0182  STATE/COUNTY-  ID/GEM
 OH0182  USGS QUAD   -  NORTHEAST EMMETT (1985)
 OH0182
 OH0182                         *CURRENT SURVEY CONTROL
 OH0182  ___________________________________________________________________
 OH0182* NAD 83(1986)-  43 54 38.     (N)    116 24 43.     (W)     SCALED    
 OH0182* NAVD 88     -       886.859  (meters)    2909.64   (feet)  ADJUSTED  
 OH0182  ___________________________________________________________________
 OH0182  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 OH0182  DYNAMIC HT  -         886.542 (meters)    2908.60  (feet)  COMP
 OH0182  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 OH0182
 OH0182  VERT ORDER  -  SECOND    CLASS 0
 OH0182
 OH0182.The horizontal coordinates were scaled from a topographic map and have
 OH0182.an estimated accuracy of +/- 6 seconds.
 OH0182
 OH0182.The orthometric height was determined by differential leveling
 OH0182.and adjusted by the National Geodetic Survey in June 1991..
 OH0182
 OH0182.The geoid height was determined by GEOID03.
 OH0182
 OH0182.The dynamic height is computed by dividing the NAVD 88
 OH0182.geopotential number by the normal gravity value computed on the
 OH0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0182.degrees latitude (g = 980.6199 gals.).
 OH0182
 OH0182.The modeled gravity was interpolated from observed gravity values.
 OH0182
 OH0182;                    North         East    Units  Estimated Accuracy
 OH0182;SPC ID W     -   249,470.      746,830.      MT  (+/- 180 meters Scaled)
 OH0182
 OH0182                          SUPERSEDED SURVEY CONTROL
 OH0182
 OH0182  NGVD 29 (??/??/92)  885.880  (m)         2906.42   (f) ADJ UNCH    2 0
 OH0182
 OH0182.Superseded values are not recommended for survey control.
 OH0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0182.See file dsdata.txt to determine how the superseded data were derived.
 OH0182
 OH0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ472621(NAD 83)
 OH0182_MARKER: DD = SURVEY DISK
 OH0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0182_STAMPING: H 9 1935
 OH0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0182+STABILITY: SURFACE MOTION
 OH0182
 OH0182  HISTORY     - Date     Condition        Report By
 OH0182  HISTORY     - 1935     MONUMENTED       USGS
 OH0182
 OH0182                          STATION DESCRIPTION
 OH0182
 OH0182'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 OH0182'6.0 MI NE FROM EMMETT.
 OH0182'6.0 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE HIGH SCHOOL AT
 OH0182'EMMETT, GEM COUNTY, 4.7 MILES WEST OF THE HIGH SCHOOL AT MONTOUR, AT
 OH0182'THE TOP OF A DIVIDE, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 OH0182'AND 4 FEET HIGHER THAN THE ROAD.  A U.S. GEOLOGICAL SURVEY STANDARD
 OH0182'DISK, STAMPED H 9 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0018 ***********************************************************************
 OY0018  DESIGNATION -  H 91
 OY0018  PID         -  OY0018
 OY0018  STATE/COUNTY-  ID/BONNEVILLE
 OY0018  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0018
 OY0018                         *CURRENT SURVEY CONTROL
 OY0018  ___________________________________________________________________
 OY0018* NAD 83(1986)-  43 32 33.     (N)    112 03 44.     (W)     SCALED    
 OY0018* NAVD 88     -      1440.837  (meters)    4727.15   (feet)  ADJUSTED  
 OY0018  ___________________________________________________________________
 OY0018  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 OY0018  DYNAMIC HT  -        1440.080 (meters)    4724.66  (feet)  COMP
 OY0018  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 OY0018
 OY0018  VERT ORDER  -  FIRST     CLASS II
 OY0018
 OY0018.The horizontal coordinates were scaled from a topographic map and have
 OY0018.an estimated accuracy of +/- 6 seconds.
 OY0018
 OY0018.The orthometric height was determined by differential leveling
 OY0018.and adjusted by the National Geodetic Survey in June 1991..
 OY0018
 OY0018.The geoid height was determined by GEOID03.
 OY0018
 OY0018.The dynamic height is computed by dividing the NAVD 88
 OY0018.geopotential number by the normal gravity value computed on the
 OY0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0018.degrees latitude (g = 980.6199 gals.).
 OY0018
 OY0018.The modeled gravity was interpolated from observed gravity values.
 OY0018
 OY0018;                    North         East    Units  Estimated Accuracy
 OY0018;SPC ID E     -   208,370.      208,440.      MT  (+/- 180 meters Scaled)
 OY0018
 OY0018                          SUPERSEDED SURVEY CONTROL
 OY0018
 OY0018  NGVD 29 (08/20/92) 1439.750  (m)         4723.58   (f) ADJUSTED    1 2
 OY0018
 OY0018.Superseded values are not recommended for survey control.
 OY0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0018.See file dsdata.txt to determine how the superseded data were derived.
 OY0018
 OY0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP141216(NAD 83)
 OY0018_MARKER: DB = BENCH MARK DISK
 OY0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0018_SP_SET: CONCRETE POST
 OY0018_STAMPING: H 91 1959
 OY0018_MARK LOGO: CGS   
 OY0018_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0018+STABILITY: SURFACE MOTION
 OY0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0018+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0018
 OY0018  HISTORY     - Date     Condition        Report By
 OY0018  HISTORY     - 1959     MONUMENTED       CGS
 OY0018  HISTORY     - 1967     GOOD             NGS
 OY0018  HISTORY     - 1978     GOOD             LOCSUR
 OY0018  HISTORY     - 19920625 GOOD             NGS
 OY0018
 OY0018                          STATION DESCRIPTION
 OY0018
 OY0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0018'3.35 MI N FROM IDAHO FALLS.
 OY0018'3.35 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0018'BROADWAY STREET AT IDAHO FALLS, 97.6 FEET EAST OF THE EAST RAIL, 22
 OY0018'FEET EAST OF MILE POLE 189, 26 1/2 FEET WEST OF THE CENTER LINE OF AN
 OY0018'ASPHALT ROAD, 1.2 FEET WEST OF A FENCE, 2.7 FEET EAST OF A WITNESS
 OY0018'POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 OY0018'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OY0018
 OY0018                          STATION RECOVERY (1978)
 OY0018
 OY0018'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0018'RECOVERED IN GOOD CONDITION.
 OY0018
 OY0018                          STATION RECOVERY (1992)
 OY0018
 OY0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0018'5.8 KM (3.60 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0018'JUNCTION OF BROADWAY STREET IN IDAHO FALLS, 29.3 M (96.1 FT) EAST OF
 OY0018'THE NEAR RAIL, 8.3 M (27.2 FT) WEST OF THE CENTERLINE OF RIVER ROAD,
 OY0018'6.7 M (22.0 FT) EAST OF MILEPOST 189, 0.8 M (2.6 FT) EAST-SOUTHEAST
 OY0018'OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, 0.5 M
 OY0018'(1.6 FT) WEST OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 OY0018'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0231 ***********************************************************************
 PY0231  DESIGNATION -  H 92
 PY0231  PID         -  PY0231
 PY0231  STATE/COUNTY-  ID/FREMONT
 PY0231  USGS QUAD   -  SAWTELL PK (1964)
 PY0231
 PY0231                         *CURRENT SURVEY CONTROL
 PY0231  ___________________________________________________________________
 PY0231* NAD 83(1986)-  44 37 17.     (N)    111 27 07.     (W)     SCALED    
 PY0231* NAVD 88     -      1995.842  (meters)    6548.02   (feet)  POSTED    
 PY0231  ___________________________________________________________________
 PY0231  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 PY0231  DYNAMIC HT  -        1994.770 (meters)    6544.51  (feet)  COMP
 PY0231  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 PY0231
 PY0231  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0231
 PY0231.The horizontal coordinates were scaled from a topographic map and have
 PY0231.an estimated accuracy of +/- 6 seconds.
 PY0231
 PY0231.The orthometric height was determined by differential leveling
 PY0231.and adjusted by the National Geodetic Survey in 1992..
 PY0231.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0231.rate of 1.1 thru 2.0 mm/km.
 PY0231
 PY0231.The geoid height was determined by GEOID03.
 PY0231
 PY0231.The dynamic height is computed by dividing the NAVD 88
 PY0231.geopotential number by the normal gravity value computed on the
 PY0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0231.degrees latitude (g = 980.6199 gals.).
 PY0231
 PY0231.The modeled gravity was interpolated from observed gravity values.
 PY0231
 PY0231;                    North         East    Units  Estimated Accuracy
 PY0231;SPC ID E     -   328,490.      256,720.      MT  (+/- 180 meters Scaled)
 PY0231
 PY0231                          SUPERSEDED SURVEY CONTROL
 PY0231
 PY0231  NGVD 29 (??/??/92) 1994.458  (m)         6543.48   (f) ADJ UNCH    1 2
 PY0231
 PY0231.Superseded values are not recommended for survey control.
 PY0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0231.See file dsdata.txt to determine how the superseded data were derived.
 PY0231
 PY0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ641409(NAD 83)
 PY0231_MARKER: DB = BENCH MARK DISK
 PY0231_SETTING: 80 = SET IN A BOULDER
 PY0231_STAMPING: H 92 1934
 PY0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0231+STABILITY: SURFACE MOTION
 PY0231
 PY0231  HISTORY     - Date     Condition        Report By
 PY0231  HISTORY     - 1934     MONUMENTED       CGS
 PY0231  HISTORY     - 1964     GOOD             NGS
 PY0231
 PY0231                          STATION DESCRIPTION
 PY0231
 PY0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0231'7.0 MI SW FROM HENRYS LAKE.
 PY0231'ABOUT 1.55 MILES NORTHWEST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE
 PY0231'TO HENRYS LAKE LODGE AT HENRYS LAKE, THENCE 5.45 MILES SOUTHWEST ALONG
 PY0231'A WINDING GRAVELED AND GRADED DIRT ROAD, ABOUT 0.6 MILE SOUTH OF A
 PY0231'RANCH HOUSE, 48 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE
 PY0231'TOP OF A LARGE BOULDER WHICH IS IN A GROUP OF BOULDERS AND WHICH
 PY0231'PROJECTS 24 INCHES, 3.4 FEET NORTHEAST OF A METAL WITNESS POST, AND
 PY0231'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0637 ***********************************************************************
 SU0637  DESIGNATION -  H 93
 SU0637  PID         -  SU0637
 SU0637  STATE/COUNTY-  ID/SHOSHONE
 SU0637  USGS QUAD   -  PRICHARD (1996)
 SU0637
 SU0637                         *CURRENT SURVEY CONTROL
 SU0637  ___________________________________________________________________
 SU0637* NAD 83(1986)-  47 42 55.     (N)    115 59 06.     (W)     SCALED    
 SU0637* NAVD 88     -       768.742  (meters)    2522.11   (feet)  ADJUSTED  
 SU0637  ___________________________________________________________________
 SU0637  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 SU0637  DYNAMIC HT  -         768.738 (meters)    2522.10  (feet)  COMP
 SU0637  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 SU0637
 SU0637  VERT ORDER  -  SECOND    CLASS 0
 SU0637
 SU0637.The horizontal coordinates were scaled from a topographic map and have
 SU0637.an estimated accuracy of +/- 6 seconds.
 SU0637
 SU0637.The orthometric height was determined by differential leveling
 SU0637.and adjusted by the National Geodetic Survey in June 1991..
 SU0637
 SU0637.The geoid height was determined by GEOID03.
 SU0637
 SU0637.The dynamic height is computed by dividing the NAVD 88
 SU0637.geopotential number by the normal gravity value computed on the
 SU0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0637.degrees latitude (g = 980.6199 gals.).
 SU0637
 SU0637.The modeled gravity was interpolated from observed gravity values.
 SU0637
 SU0637;                    North         East    Units  Estimated Accuracy
 SU0637;SPC ID W     -   672,140.      782,370.      MT  (+/- 180 meters Scaled)
 SU0637
 SU0637                          SUPERSEDED SURVEY CONTROL
 SU0637
 SU0637  NGVD 29 (??/??/92)  767.595  (m)         2518.35   (f) ADJ UNCH    2 0
 SU0637
 SU0637.Superseded values are not recommended for survey control.
 SU0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0637.See file dsdata.txt to determine how the superseded data were derived.
 SU0637
 SU0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN761851(NAD 83)
 SU0637_MARKER: DB = BENCH MARK DISK
 SU0637_SETTING: 66 = SET IN ROCK OUTCROP
 SU0637_SP_SET: OUTCROP
 SU0637_STAMPING: H 93 1958
 SU0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0637+STABILITY: POSITION/ELEVATION WELL
 SU0637
 SU0637  HISTORY     - Date     Condition        Report By
 SU0637  HISTORY     - 1958     MONUMENTED       CGS
 SU0637  HISTORY     - 1983     MARK NOT FOUND   NGS
 SU0637
 SU0637                          STATION DESCRIPTION
 SU0637
 SU0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0637'0.85 MI N FROM SHOSHONE STATION.
 SU0637'0.85 MILE NORTH ALONG A GRAVEL ROAD FROM SHOSHONE STATION, ON THE
 SU0637'INSIDE OF A CURVE, IN TOP OF AN OUTCROP, 306 FEET NORTHWEST OF THE
 SU0637'CENTER OF THE JUNCTION OF A ROAD SOUTHWEST, 21 FEET NORTHEAST OF THE
 SU0637'CENTER LINE OF THE GRAVEL ROAD, 53 FEET EAST AND ACROSS THE ROAD FROM
 SU0637'A TELEPHONE POLE AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
 SU0637
 SU0637                          STATION RECOVERY (1983)
 SU0637
 SU0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SU0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0486 ***********************************************************************
 SV0486  DESIGNATION -  H 95
 SV0486  PID         -  SV0486
 SV0486  STATE/COUNTY-  ID/KOOTENAI
 SV0486  USGS QUAD   -  WOLF LODGE (1996)
 SV0486
 SV0486                         *CURRENT SURVEY CONTROL
 SV0486  ___________________________________________________________________
 SV0486* NAD 83(1986)-  47 44 37.     (N)    116 32 45.     (W)     SCALED    
 SV0486* NAVD 88     -      1192.083  (meters)    3911.03   (feet)  ADJUSTED  
 SV0486  ___________________________________________________________________
 SV0486  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 SV0486  DYNAMIC HT  -        1192.005 (meters)    3910.77  (feet)  COMP
 SV0486  MODELED GRAV-     980,504.9   (mgal)                       NAVD 88
 SV0486
 SV0486  VERT ORDER  -  SECOND    CLASS 0
 SV0486
 SV0486.The horizontal coordinates were scaled from a topographic map and have
 SV0486.an estimated accuracy of +/- 6 seconds.
 SV0486
 SV0486.The orthometric height was determined by differential leveling
 SV0486.and adjusted by the National Geodetic Survey in June 1991..
 SV0486
 SV0486.The geoid height was determined by GEOID03.
 SV0486
 SV0486.The dynamic height is computed by dividing the NAVD 88
 SV0486.geopotential number by the normal gravity value computed on the
 SV0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0486.degrees latitude (g = 980.6199 gals.).
 SV0486
 SV0486.The modeled gravity was interpolated from observed gravity values.
 SV0486
 SV0486;                    North         East    Units  Estimated Accuracy
 SV0486;SPC ID W     -   675,570.      740,320.      MT  (+/- 180 meters Scaled)
 SV0486
 SV0486                          SUPERSEDED SURVEY CONTROL
 SV0486
 SV0486  NGVD 29 (??/??/92) 1190.860  (m)         3907.01   (f) ADJ UNCH    2 0
 SV0486
 SV0486.Superseded values are not recommended for survey control.
 SV0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0486.See file dsdata.txt to determine how the superseded data were derived.
 SV0486
 SV0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN340879(NAD 83)
 SV0486_MARKER: DB = BENCH MARK DISK
 SV0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0486_STAMPING: H 95 1958
 SV0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0486+STABILITY: SURFACE MOTION
 SV0486
 SV0486  HISTORY     - Date     Condition        Report By
 SV0486  HISTORY     - 1958     MONUMENTED       CGS
 SV0486
 SV0486                          STATION DESCRIPTION
 SV0486
 SV0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0486'17.85 MI NE FROM COEUR DALENE.
 SV0486'1.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT COEUR
 SV0486'DALENE, THENCE 16.55 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD, ON
 SV0486'THE OUTSIDE OF A U CURVE, 36 FEET SOUTHWEST OF THE CENTER OF THE Y
 SV0486'JUNCTION OF A GRAVEL ROAD SOUTH, 37 FEET WEST OF THE CENTER LINE OF
 SV0486'THE ROAD SOUTH, 8 FEET WEST OF THE CENTER LINE OF AN ABANDONED
 SV0486'ALIGNMENT OF THE ROAD SOUTH, 3 FEET EAST OF THE BASE OF A SLOPE, 2.8
 SV0486'FEET NORTH OF A WITNESS POST, 1 FOOT HIGHER THAN THE MAIN ROAD, AND
 SV0486'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 SV0486'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0332 ***********************************************************************
 OY0332  DESIGNATION -  H 96
 OY0332  PID         -  OY0332
 OY0332  STATE/COUNTY-  ID/BINGHAM
 OY0332  USGS QUAD   -  FORT HALL (1971)
 OY0332
 OY0332                         *CURRENT SURVEY CONTROL
 OY0332  ___________________________________________________________________
 OY0332* NAD 83(1986)-  43 03 06.     (N)    112 24 27.     (W)     SCALED    
 OY0332* NAVD 88     -      1354.654  (meters)    4444.39   (feet)  ADJUSTED  
 OY0332  ___________________________________________________________________
 OY0332  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 OY0332  DYNAMIC HT  -        1353.914 (meters)    4441.97  (feet)  COMP
 OY0332  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 OY0332
 OY0332  VERT ORDER  -  SECOND    CLASS 0
 OY0332
 OY0332.The horizontal coordinates were scaled from a topographic map and have
 OY0332.an estimated accuracy of +/- 6 seconds.
 OY0332
 OY0332.The orthometric height was determined by differential leveling
 OY0332.and adjusted by the National Geodetic Survey in June 1991..
 OY0332
 OY0332.The geoid height was determined by GEOID03.
 OY0332
 OY0332.The dynamic height is computed by dividing the NAVD 88
 OY0332.geopotential number by the normal gravity value computed on the
 OY0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0332.degrees latitude (g = 980.6199 gals.).
 OY0332
 OY0332.The modeled gravity was interpolated from observed gravity values.
 OY0332
 OY0332;                    North         East    Units  Estimated Accuracy
 OY0332;SPC ID E     -   153,870.      180,380.      MT  (+/- 180 meters Scaled)
 OY0332
 OY0332                          SUPERSEDED SURVEY CONTROL
 OY0332
 OY0332  NGVD 29 (??/??/92) 1353.621  (m)         4441.00   (f) ADJ UNCH    2 0
 OY0332
 OY0332.Superseded values are not recommended for survey control.
 OY0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0332.See file dsdata.txt to determine how the superseded data were derived.
 OY0332
 OY0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN853675(NAD 83)
 OY0332_MARKER: DB = BENCH MARK DISK
 OY0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0332_SP_SET: BRIDGE
 OY0332_STAMPING: H 96 1960
 OY0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0332
 OY0332  HISTORY     - Date     Condition        Report By
 OY0332  HISTORY     - 1960     MONUMENTED       CGS
 OY0332
 OY0332                          STATION DESCRIPTION
 OY0332
 OY0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0332'10.05 MI S FROM BLACKFOOT.
 OY0332'3.4 MILES SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0332'HIGHWAY 26 AT BLACKFOOT TO INTERSTATE HIGHWAY 15, THENCE 6.65 MILES
 OY0332'SOUTH ON 15, TO A CONCRETE BRIDGE, 20 FEET WEST OF THE CENTERLINE OF
 OY0332'THE NORTH BOUND TRAFFIC LANE, 1.4 FEET NORTH OF THE SOUTH END OF THE
 OY0332'BRIDGE, SET IN A DRILL HOLE IN THE SOUTH END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0794 ***********************************************************************
 TO0794  DESIGNATION -  H 96
 TO0794  PID         -  TO0794
 TO0794  STATE/COUNTY-  ID/BONNER
 TO0794  USGS QUAD   -  PACKSADDLE MOUNTAIN (1996)
 TO0794
 TO0794                         *CURRENT SURVEY CONTROL
 TO0794  ___________________________________________________________________
 TO0794* NAD 83(1986)-  48 00 57.     (N)    116 19 53.     (W)     SCALED    
 TO0794* NAVD 88     -      1516.157  (meters)    4974.26   (feet)  ADJUSTED  
 TO0794  ___________________________________________________________________
 TO0794  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 TO0794  DYNAMIC HT  -        1516.006 (meters)    4973.76  (feet)  COMP
 TO0794  MODELED GRAV-     980,457.8   (mgal)                       NAVD 88
 TO0794
 TO0794  VERT ORDER  -  SECOND    CLASS 0
 TO0794
 TO0794.The horizontal coordinates were scaled from a topographic map and have
 TO0794.an estimated accuracy of +/- 6 seconds.
 TO0794
 TO0794.The orthometric height was determined by differential leveling
 TO0794.and adjusted by the National Geodetic Survey in June 1991..
 TO0794
 TO0794.The geoid height was determined by GEOID03.
 TO0794
 TO0794.The dynamic height is computed by dividing the NAVD 88
 TO0794.geopotential number by the normal gravity value computed on the
 TO0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0794.degrees latitude (g = 980.6199 gals.).
 TO0794
 TO0794.The modeled gravity was interpolated from observed gravity values.
 TO0794
 TO0794;                    North         East    Units  Estimated Accuracy
 TO0794;SPC ID W     -   705,690.      756,630.      MT  (+/- 180 meters Scaled)
 TO0794
 TO0794                          SUPERSEDED SURVEY CONTROL
 TO0794
 TO0794  NGVD 29 (??/??/92) 1514.88   (m)         4970.1    (f) COMPUTED    2 0
 TO0794
 TO0794.Superseded values are not recommended for survey control.
 TO0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0794.See file dsdata.txt to determine how the superseded data were derived.
 TO0794
 TO0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP498182(NAD 83)
 TO0794_MARKER: DB = BENCH MARK DISK
 TO0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0794_STAMPING: H 96 1958
 TO0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0794+STABILITY: SURFACE MOTION
 TO0794
 TO0794  HISTORY     - Date     Condition        Report By
 TO0794  HISTORY     - 1958     MONUMENTED       CGS
 TO0794
 TO0794                          STATION DESCRIPTION
 TO0794
 TO0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TO0794'24.85 MI SW FROM CLARK FORK.
 TO0794'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0794'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 6.9 MILES
 TO0794'SOUTHWEST ALONG A DIRT ROAD, THENCE 12.45 MILES NORTHWEST AND
 TO0794'SOUTHWEST ALONG A DIRT ROAD, 24.95 MILES NORTHWEST OF MAGEE RANGER
 TO0794'STATION, AT THE JUNCTION OF PACKSADDLE LOOKOUT TRAIL NO. 78, 26 FEET
 TO0794'NORTHWEST OF THE CENTER LINE OF THE ROAD, 48 FEET WEST AND ACROSS THE
 TO0794'ROAD FROM A TRAIL SIGN, 8 FEET NORTH OF THE CENTER OF THE TRAIL, 1.3
 TO0794'FEET SOUTHWEST OF A WITNESS POST, ABOUT 11 FEET HIGHER THAN THE ROAD,
 TO0794'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TO0794'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0091 ***********************************************************************
 NU0091  DESIGNATION -  H 97
 NU0091  PID         -  NU0091
 NU0091  STATE/COUNTY-  ID/BANNOCK
 NU0091  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0091
 NU0091                         *CURRENT SURVEY CONTROL
 NU0091  ___________________________________________________________________
 NU0091* NAD 83(1986)-  42 51 57.     (N)    112 25 19.     (W)     SCALED    
 NU0091* NAVD 88     -      1408.698  (meters)    4621.70   (feet)  ADJUSTED  
 NU0091  ___________________________________________________________________
 NU0091  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 NU0091  DYNAMIC HT  -        1407.894 (meters)    4619.07  (feet)  COMP
 NU0091  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 NU0091
 NU0091  VERT ORDER  -  SECOND    CLASS 0
 NU0091
 NU0091.The horizontal coordinates were scaled from a topographic map and have
 NU0091.an estimated accuracy of +/- 6 seconds.
 NU0091
 NU0091.The orthometric height was determined by differential leveling
 NU0091.and adjusted by the National Geodetic Survey in June 1991..
 NU0091
 NU0091.The geoid height was determined by GEOID03.
 NU0091
 NU0091.The dynamic height is computed by dividing the NAVD 88
 NU0091.geopotential number by the normal gravity value computed on the
 NU0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0091.degrees latitude (g = 980.6199 gals.).
 NU0091
 NU0091.The modeled gravity was interpolated from observed gravity values.
 NU0091
 NU0091;                    North         East    Units  Estimated Accuracy
 NU0091;SPC ID E     -   133,230.      179,140.      MT  (+/- 180 meters Scaled)
 NU0091
 NU0091                          SUPERSEDED SURVEY CONTROL
 NU0091
 NU0091  NGVD 29 (??/??/92) 1407.647  (m)         4618.26   (f) ADJ UNCH    2 0
 NU0091
 NU0091.Superseded values are not recommended for survey control.
 NU0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0091.See file dsdata.txt to determine how the superseded data were derived.
 NU0091
 NU0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN838468(NAD 83)
 NU0091_MARKER: DB = BENCH MARK DISK
 NU0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0091_STAMPING: H 97 1960
 NU0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0091+STABILITY: SURFACE MOTION
 NU0091
 NU0091  HISTORY     - Date     Condition        Report By
 NU0091  HISTORY     - 1960     MONUMENTED       CGS
 NU0091
 NU0091                          STATION DESCRIPTION
 NU0091
 NU0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0091'0.35 MI E FROM POCATELLO.
 NU0091'0.35 MILE EAST ON EAST TERRY FROM THE INTERSECTION OF S 15TH AVE. AT
 NU0091'THE EAST EDGE OF THE IDAHO STATE COLLEGE CAMPUS TO THE 6TH WARD OF THE
 NU0091'L.D.S. CHURCH, ON THE EAST EDGE OF THE CHURCH PROPERTY, 2.7 FEET NORTH
 NU0091'OF A POWER POLE, 2.3 FEET WEST OF A METAL WITNESS POST WITH SIGN, SET
 NU0091'IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0168 ***********************************************************************
 NU0168  DESIGNATION -  H 98 RESET
 NU0168  PID         -  NU0168
 NU0168  STATE/COUNTY-  ID/BANNOCK
 NU0168  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0168
 NU0168                         *CURRENT SURVEY CONTROL
 NU0168  ___________________________________________________________________
 NU0168* NAD 83(1986)-  42 50 13.     (N)    112 24 37.     (W)     SCALED    
 NU0168* NAVD 88     -      1382.90   (meters)    4537.1    (feet)  RESET     
 NU0168  ___________________________________________________________________
 NU0168  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 NU0168
 NU0168  VERT ORDER  -  THIRD
 NU0168
 NU0168.The horizontal coordinates were scaled from a topographic map and have
 NU0168.an estimated accuracy of +/- 6 seconds.
 NU0168
 NU0168.The orthometric height was computed from unverified reset data.
 NU0168.No vertical observational check was made to the station.
 NU0168
 NU0168.The geoid height was determined by GEOID03.
 NU0168
 NU0168;                    North         East    Units  Estimated Accuracy
 NU0168;SPC ID E     -   130,010.      180,080.      MT  (+/- 180 meters Scaled)
 NU0168
 NU0168                          SUPERSEDED SURVEY CONTROL
 NU0168
 NU0168  NGVD 29 (??/??/??) 1381.84   (m)         4533.6    (f) RESET       3  
 NU0168
 NU0168.Superseded values are not recommended for survey control.
 NU0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0168.See file dsdata.txt to determine how the superseded data were derived.
 NU0168
 NU0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN847436(NAD 83)
 NU0168_MARKER: DD = SURVEY DISK
 NU0168_SETTING: 66 = SET IN ROCK OUTCROP
 NU0168_SP_SET: BEDROCK
 NU0168_STAMPING: H 98 RESET 1962
 NU0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0168+STABILITY: POSITION/ELEVATION WELL
 NU0168
 NU0168  HISTORY     - Date     Condition        Report By
 NU0168  HISTORY     - 1962     MONUMENTED       IDDT
 NU0168
 NU0168                          STATION DESCRIPTION
 NU0168
 NU0168'DESCRIBED BY ID DEPT OF TRANSP 1962
 NU0168'2.7 MI S FROM POCATELLO.
 NU0168'FROM THE COURTHOUSE IN POCATELLO SOUTH ALONG U.S. HIGHWAY 91 FOR 2.7
 NU0168'MILES TO REMERS GARAGE AND CAFE AND THE BENCH MARK IS TO THE WESTWARD
 NU0168'ON THE TOP OF THE LAVA BENCH, 145 FEET SOUTHWEST FROM ITS NORTHEAST
 NU0168'EDGE, 9.7 FEET EAST FROM A METAL WITNESS POST WITH SIGN, CEMENTED IN A
 NU0168'DRILL HOLE OF THE BEDROCK WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 NU0168'SURFACE.  NOTE-- THIS MARK IS LOCATED 228 FEET NORTH OF THE OLD
 NU0168'LOCATION IN LAVA ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0348 ***********************************************************************
 NU0348  DESIGNATION -  H 99
 NU0348  PID         -  NU0348
 NU0348  STATE/COUNTY-  ID/ONEIDA
 NU0348  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0348
 NU0348                         *CURRENT SURVEY CONTROL
 NU0348  ___________________________________________________________________
 NU0348* NAD 83(1986)-  42 19 51.     (N)    112 13 11.     (W)     SCALED    
 NU0348* NAVD 88     -      1666.365  (meters)    5467.07   (feet)  ADJUSTED  
 NU0348  ___________________________________________________________________
 NU0348  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 NU0348  DYNAMIC HT  -        1665.214 (meters)    5463.29  (feet)  COMP
 NU0348  MODELED GRAV-     979,871.8   (mgal)                       NAVD 88
 NU0348
 NU0348  VERT ORDER  -  SECOND    CLASS 0
 NU0348
 NU0348.The horizontal coordinates were scaled from a topographic map and have
 NU0348.an estimated accuracy of +/- 6 seconds.
 NU0348
 NU0348.The orthometric height was determined by differential leveling
 NU0348.and adjusted by the National Geodetic Survey in June 1991..
 NU0348
 NU0348.The geoid height was determined by GEOID03.
 NU0348
 NU0348.The dynamic height is computed by dividing the NAVD 88
 NU0348.geopotential number by the normal gravity value computed on the
 NU0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0348.degrees latitude (g = 980.6199 gals.).
 NU0348
 NU0348.The modeled gravity was interpolated from observed gravity values.
 NU0348
 NU0348;                    North         East    Units  Estimated Accuracy
 NU0348;SPC ID E     -    73,770.      195,630.      MT  (+/- 180 meters Scaled)
 NU0348
 NU0348                          SUPERSEDED SURVEY CONTROL
 NU0348
 NU0348  NGVD 29 (??/??/92) 1665.246  (m)         5463.39   (f) ADJ UNCH    2 0
 NU0348
 NU0348.Superseded values are not recommended for survey control.
 NU0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0348.See file dsdata.txt to determine how the superseded data were derived.
 NU0348
 NU0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM995872(NAD 83)
 NU0348_MARKER: DB = BENCH MARK DISK
 NU0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0348_STAMPING: H 99 1960
 NU0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0348+STABILITY: SURFACE MOTION
 NU0348
 NU0348  HISTORY     - Date     Condition        Report By
 NU0348  HISTORY     - 1960     MONUMENTED       CGS
 NU0348
 NU0348                          STATION DESCRIPTION
 NU0348
 NU0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0348'10.4 MI N FROM MALAD.
 NU0348'10.4 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION WITH STATE
 NU0348'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, ON THE EAST SIDE OF THE
 NU0348'HIGHWAY ON THE SOUTH SLOPE OF AN E-W RIDGE, 46.5 FEET EAST FROM THE
 NU0348'CENTER OF THE PRESENT HIGHWAY, 2 FEET SOUTH FROM A METAL WITNESS POST
 NU0348'WITH SIGN, 1.5 FEET WEST FROM THE RIGHT OF WAY FENCE, SET IN A
 NU0348'CYLINDRICAL CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0960 ***********************************************************************
 OY0960  DESIGNATION -  HADES
 OY0960  PID         -  OY0960
 OY0960  STATE/COUNTY-  ID/BLAINE
 OY0960  USGS QUAD   -  FISSURE BUTTE (1973)
 OY0960
 OY0960                         *CURRENT SURVEY CONTROL
 OY0960  ___________________________________________________________________
 OY0960* NAD 83(1992)-  43 21 04.85800(N)    113 28 02.18735(W)     ADJUSTED  
 OY0960* NAVD 88     -      1792.     (meters)    5879.     (feet)  SCALED    
 OY0960  ___________________________________________________________________
 OY0960  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 OY0960  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 OY0960
 OY0960  HORZ ORDER  -  THIRD
 OY0960
 OY0960.The horizontal coordinates were established by classical geodetic methods
 OY0960.and adjusted by the National Geodetic Survey in July 1992..
 OY0960
 OY0960.The orthometric height was scaled from a topographic map.
 OY0960
 OY0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0960
 OY0960.The geoid height was determined by GEOID03.
 OY0960
 OY0960;                    North         East     Units Scale Factor Converg.
 OY0960;SPC ID C     -   187,267.910   543,188.408   MT  0.99997030   +0 21 56.5
 OY0960;UTM  12      - 4,802,789.156   300,042.538   MT  1.00009186   -1 41 39.4
 OY0960
 OY0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0960!SPC ID C     -   0.99972104  x   0.99997030  =   0.99969135
 OY0960!UTM  12      -   0.99972104  x   1.00009186  =   0.99981287
 OY0960
 OY0960|---------------------------------------------------------------------|
 OY0960| PID    Reference Object                     Distance      Geod. Az  |
 OY0960|                                                           dddmmss.s |
 OY0960| CN3673 HADES RM 1                            3.417 METERS 28523     |
 OY0960| OY0967 BLIZZARD                            APPROX.23.1 KM 3150922.6 |
 OY0960|---------------------------------------------------------------------|
 OY0960
 OY0960                          SUPERSEDED SURVEY CONTROL
 OY0960
 OY0960  NAD 83(1986)-  43 21 04.85069(N)    113 28 02.17633(W) AD(       ) 3
 OY0960  NAD 27      -  43 21 05.21021(N)    113 27 59.11202(W) AD(       ) 3
 OY0960
 OY0960.Superseded values are not recommended for survey control.
 OY0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0960.See file dsdata.txt to determine how the superseded data were derived.
 OY0960
 OY0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP0004302789(NAD 83)
 OY0960_MARKER: DD = SURVEY DISK
 OY0960_SETTING: 80 = SET IN A BOULDER
 OY0960_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OY0960
 OY0960  HISTORY     - Date     Condition        Report By
 OY0960  HISTORY     - 1915     MONUMENTED       USGS
 OY0960
 OY0960                          STATION DESCRIPTION
 OY0960
 OY0960'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 OY0960'LOCATED ABOUT 16 MI SE. OF MARTINS POST OFFICE AND RANCH, THE
 OY0960'OUTFITTING POINT, 8 MI SE. OF BEAR TRAP AT END OF RD. WHERE ALL
 OY0960'CRATERS OF COMPARATIVE RECENT AGE ARE CLUSTERED.  ON OLD CRATER
 OY0960'PARTLY GRASSED, WHICH FROM A DISTANCE APPEARS AS A ROUND HILL.
 OY0960'IT IS LAST BIG CRATER AT SOUTHEAST END OF CHAIN OF CRATERS THAT
 OY0960'EXTEND OUT FROM POINT OF HIGH DIVIDE BETWEEN LAVA AND COTTONWOOD
 OY0960'CREEKS.
 OY0960'
 OY0960'TO REACH FROM MARTIN RANCH FOLLOW ARCO-HAILEY RD. 3 MI S.  TAKE
 OY0960'FIRST LEFT-HAND RD. (BUILT BY MR. MARTIN AS WOOD RD., NOW USED BY
 OY0960'AUTOS FOR SIGHTSEEING).  A SHORT DISTANCE BEYOND BEAR TRAP NEAR
 OY0960'END OF RD. ON SOUTH SLOPE OF BLACK CINDER CRATER A SMALL MONUMENT
 OY0960'ON EDGE OF LAVA WALL MARKS BEGINNING OF TRAIL.  FOR FIRST MI THIS
 OY0960'TRAIL IS ACROSS NEW LAVAS AND IS VERY ROUGH BUT WELL MARKED BY
 OY0960'SMALL ROCK PILES.  THEN SE., LEAVING BIG RED-TOPPED PARTLY-
 OY0960'TIMBERED CRATER TO RIGHT (W.) AND HORSESHOE CRATER LEFT (N.).
 OY0960'ABOUT 1 MI SE. OF HORSESHOE CRATER A BIG MONUMENT AND LONE PINE
 OY0960'TREE MARK THE ONLY WATER, WHICH IS AN ICE CAVE IN CREVICE OF
 OY0960'LAVAS.  GRASS SUFFICIENT FOR HORSES ABOUT 1 MI FARTHER ON NEXT
 OY0960'TWO CRATERS.  STATION IS VISIBLE AND ABOUT 4 MI SE. OF WATER
 OY0960'HOLE.
 OY0960'
 OY0960'STATION MARK--STANDARD TABLET, STAMPING UNKNOWN, SET IN ROCK IN
 OY0960'PLACE CENTERED UNDER LARGE MONUMENT.
 OY0960'
 OY0960'RM 1--CHISELED CROSS ON ROCK IN PLACE NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0390 ***********************************************************************
 NV0390  DESIGNATION -  HAGERMAN
 NV0390  PID         -  NV0390
 NV0390  STATE/COUNTY-  ID/GOODING
 NV0390  USGS QUAD   -  HAGERMAN (1992)
 NV0390
 NV0390                         *CURRENT SURVEY CONTROL
 NV0390  ___________________________________________________________________
 NV0390* NAD 83(1992)-  42 48 43.12041(N)    114 55 14.52765(W)     ADJUSTED  
 NV0390* NAVD 88     -       882.720  (meters)    2896.06   (feet)  ADJUSTED  
 NV0390  ___________________________________________________________________
 NV0390  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 NV0390  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 NV0390  DYNAMIC HT  -         882.328 (meters)    2894.77  (feet)  COMP
 NV0390  MODELED GRAV-     980,146.7   (mgal)                       NAVD 88
 NV0390
 NV0390  HORZ ORDER  -  THIRD
 NV0390  VERT ORDER  -  SECOND    CLASS 0
 NV0390
 NV0390.The horizontal coordinates were established by classical geodetic methods
 NV0390.and adjusted by the National Geodetic Survey in July 1992..
 NV0390
 NV0390.The orthometric height was determined by differential leveling
 NV0390.and adjusted by the National Geodetic Survey in June 1991..
 NV0390
 NV0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0390
 NV0390.The geoid height was determined by GEOID03.
 NV0390
 NV0390.The dynamic height is computed by dividing the NAVD 88
 NV0390.geopotential number by the normal gravity value computed on the
 NV0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0390.degrees latitude (g = 980.6199 gals.).
 NV0390
 NV0390.The modeled gravity was interpolated from observed gravity values.
 NV0390
 NV0390;                    North         East     Units Scale Factor Converg.
 NV0390;SPC ID C     -   127,623.290   424,700.259   MT  1.00001710   -0 37 32.6
 NV0390;SPC ID W     -   127,543.908   867,823.237   MT  0.99998991   +0 33 49.0
 NV0390;UTM  11      - 4,742,032.418   669,998.907   MT  0.99995555   +1 24 48.3
 NV0390
 NV0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0390!SPC ID C     -   0.99986403  x   1.00001710  =   0.99988113
 NV0390!SPC ID W     -   0.99986403  x   0.99998991  =   0.99985394
 NV0390!UTM  11      -   0.99986403  x   0.99995555  =   0.99981959
 NV0390
 NV0390|---------------------------------------------------------------------|
 NV0390| PID    Reference Object                     Distance      Geod. Az  |
 NV0390|                                                           dddmmss.s |
 NV0390| NV0392 HAGERMAN RM 1                        10.787 METERS 04407     |
 NV0390| CD6120 CLOVER PP                                          08640     |
 NV0390| CD5208 HAGERMAN AZ MK                                     0922843.1 |
 NV0390| NV0391 HAGERMAN RM 2                         7.109 METERS 26745     |
 NV0390|---------------------------------------------------------------------|
 NV0390
 NV0390                          SUPERSEDED SURVEY CONTROL
 NV0390
 NV0390  NAD 83(1986)-  42 48 43.11859(N)    114 55 14.52606(W) AD(       ) 3
 NV0390  NAD 27      -  42 48 43.47100(N)    114 55 11.31700(W) AD(       ) 3
 NV0390  NGVD 29 (??/??/92)  881.91   (m)         2893.4    (f) COMPUTED    2 0
 NV0390
 NV0390.Superseded values are not recommended for survey control.
 NV0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0390.See file dsdata.txt to determine how the superseded data were derived.
 NV0390
 NV0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6999942032(NAD 83)
 NV0390_MARKER: DS = TRIANGULATION STATION DISK
 NV0390_SETTING: 66 = SET IN ROCK OUTCROP
 NV0390_SP_SET: ROCK OUTCROP
 NV0390_STAMPING: HAGERMAN 1944
 NV0390_MARK LOGO: CGS   
 NV0390_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0390+STABILITY: POSITION/ELEVATION WELL
 NV0390
 NV0390  HISTORY     - Date     Condition        Report By
 NV0390  HISTORY     - 1945     MONUMENTED       CGS
 NV0390  HISTORY     - 1945     GOOD             NGS
 NV0390  HISTORY     - 19980807 GOOD             IDTD
 NV0390
 NV0390                          STATION DESCRIPTION
 NV0390
 NV0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV0390'STATION IS LOCATED ABOUT 1 MILE WSW OF HAGERMAN, ON A SMALL
 NV0390'KNOLL (ROCKY OUTCROP) NEAR A T-JUNCTION OF COUNTY ROADS.  IT
 NV0390'IS ON THE NW CORNER OF THE JUNCTION, 14.45 METERS W OF THE CENTER
 NV0390'LINE OF N-S ROAD, 9.70 METERS N OF THE CENTER LINE OF E-W ROAD,
 NV0390'20 FEET N OF A FENCE CORNER, AND 5 FEET E OF A FENCE.
 NV0390'
 NV0390'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN ROCK
 NV0390'OUTCROP THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED HAGERMAN
 NV0390'1945.
 NV0390'
 NV0390'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 NV0390'IN ROCK OUTCROP THAT PROJECTS ABOUT 1 FOOT AND IS STAMPED
 NV0390'HAGERMAN NO 1 1945.  IT IS 20 FEET W OF THE CENTER LINE OF N-S
 NV0390'ROAD AND ABOUT 2 FEET LOWER IN ELEVATION THAN STATION MARK.
 NV0390'
 NV0390'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 NV0390'IN ROCK OUTCROP THAT PROJECTS ABOUT 1 FOOT AND IS STAMPED
 NV0390'HAGERMAN NO 2 1945.  IT IS 15 FEET N OF E-W FENCE, 16 FEET W
 NV0390'OF N-S FENCE, AND AT ABOUT THE SAME ELEVATION AS THE STATION
 NV0390'MARK.
 NV0390'
 NV0390'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE AT THE
 NV0390'NW EDGE OF A LARGE ROCK OUTCROP AND IS STAMPED HAGERMAN 1945.  IT
 NV0390'IS 100 FEET W OF THE CENTER LINE OF N-S ROAD AND 90 FEET S OF THE
 NV0390'CENTER LINE OF E-W ROAD.
 NV0390'
 NV0390'TO REACH STATION FROM THE POST OFFICE IN HAGERMAN, GO S ON
 NV0390'U.S. HIGHWAY 30 (TOWARDS BUHL) FOR 0.3 MILE TO A GRAVELED
 NV0390'ROAD RIGHT (W).  TURN RIGHT AND GO 0.45 MILE TO A ROAD
 NV0390'INTERSECTION.  CONTINUE STRAIGHT AHEAD AT THE INTERSECTION FOR 100
 NV0390'FEET TO AZIMUTH MARK ON THE LEFT 90 FEET S OF ROAD.  CONTINUE
 NV0390'AHEAD FOR 0.5 MILE TO A FORK IN THE ROAD.  CONTINUE AHEAD
 NV0390'(RIGHT FORK) FOR 0.1 MILE TO A T-JUNCTION AND SITE OF THE
 NV0390'STATION.
 NV0390
 NV0390                          STATION RECOVERY (1945)
 NV0390
 NV0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 NV0390'1.5 MI SW FROM HAGERMAN.
 NV0390'1.5 MILES SOUTHWEST OF THE POST OFFICE AT HAGERMAN.  ALONG A DIRT
 NV0390'ROAD, 1.2 MILES WEST OF HIGHWAY U.S. 30. TO REACH FROM THE POST OFFICE
 NV0390'AT HAGERMAN, FOLLOW HIGHWAY U.S. 30 SOUTH FOR 0.3 MILE TO A CROSS
 NV0390'ROADS.  TURN WEST AT CROSS ROADS AND FOLLOW GRAVEL ROAD FOR 1 MILE TO
 NV0390'A Y INTERSECTION. CONTINUE STRAIGHT ON RIGHT HAND ROAD FOR 0.2 MILE TO
 NV0390'A T ROAD INTERSECTION AND THE TRIANGULATION STATION. ABOUT 0.1 MILE
 NV0390'EAST OF A STONE HOUSE.  46.9 FEET WEST OF THE CENTER LINE OF A ROAD
 NV0390'NORTH. 31.0 FEET NORTH OF THE CENTER LINE OF A ROAD WEST. 17.9 FEET
 NV0390'NORTH OF A FENCE CORNER.  4.5 FEET OF THE CENTER LINE OF A ROAD WEST.
 NV0390'17.9 FEET NORTH OF A FENCE CORNER.  4.5 FEET EAST OF A FENCE. LEVEL
 NV0390'WITH THE EAST WEST ROAD.  SET ON TOP OF A ROCK OUTCROP.
 NV0390
 NV0390                          STATION RECOVERY (1998)
 NV0390
 NV0390'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 NV0390'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0392 ***********************************************************************
 NV0392  DESIGNATION -  HAGERMAN RM 1
 NV0392  PID         -  NV0392
 NV0392  STATE/COUNTY-  ID/GOODING
 NV0392  USGS QUAD   -  HAGERMAN (1992)
 NV0392
 NV0392                         *CURRENT SURVEY CONTROL
 NV0392  ___________________________________________________________________
 NV0392* NAD 83(1986)-  42 48 43.     (N)    114 55 14.     (W)     SCALED    
 NV0392* NAVD 88     -       882.152  (meters)    2894.19   (feet)  ADJUSTED  
 NV0392  ___________________________________________________________________
 NV0392  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 NV0392  DYNAMIC HT  -         881.761 (meters)    2892.91  (feet)  COMP
 NV0392  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 NV0392
 NV0392  VERT ORDER  -  SECOND    CLASS 0
 NV0392
 NV0392.The horizontal coordinates were scaled from a topographic map and have
 NV0392.an estimated accuracy of +/- 6 seconds.
 NV0392
 NV0392.The orthometric height was determined by differential leveling
 NV0392.and adjusted by the National Geodetic Survey in June 1991..
 NV0392
 NV0392.The geoid height was determined by GEOID03.
 NV0392
 NV0392.The dynamic height is computed by dividing the NAVD 88
 NV0392.geopotential number by the normal gravity value computed on the
 NV0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0392.degrees latitude (g = 980.6199 gals.).
 NV0392
 NV0392.The modeled gravity was interpolated from observed gravity values.
 NV0392
 NV0392;                    North         East    Units  Estimated Accuracy
 NV0392;SPC ID C     -   127,620.      424,710.      MT  (+/- 180 meters Scaled)
 NV0392
 NV0392                          SUPERSEDED SURVEY CONTROL
 NV0392
 NV0392  NGVD 29 (??/??/92)  881.347  (m)         2891.55   (f) ADJ UNCH    2 0
 NV0392
 NV0392.Superseded values are not recommended for survey control.
 NV0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0392.See file dsdata.txt to determine how the superseded data were derived.
 NV0392
 NV0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH700420(NAD 83)
 NV0392_MARKER: DR = REFERENCE MARK DISK
 NV0392_SETTING: 66 = SET IN ROCK OUTCROP
 NV0392_SP_SET: ROCK OUTCROP
 NV0392_STAMPING: HAGERMAN NO. 1 1944
 NV0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0392+STABILITY: POSITION/ELEVATION WELL
 NV0392
 NV0392  HISTORY     - Date     Condition        Report By
 NV0392  HISTORY     - 1944     MONUMENTED       CGS
 NV0392  HISTORY     - 1945     GOOD             NGS
 NV0392
 NV0392                          STATION DESCRIPTION
 NV0392
 NV0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0392'1.5 MI SW FROM HAGERMAN.
 NV0392'1.5 MILES SOUTHWEST OF THE POST OFFICE AT HAGERMAN.  ALONG A DIRT
 NV0392'ROAD, 1.2 MILES WEST OF HIGHWAY U.S. 30. TO REACH FROM THE POST OFFICE
 NV0392'AT HAGERMAN, FOLLOW HIGHWAY U.S. 30 SOUTH FOR 0.3 MILE TO A CROSS
 NV0392'ROADS.  TURN WEST AT CROSS ROADS AND FOLLOW GRAVEL ROAD FOR 1.0 MILE
 NV0392'TO A Y INTERSECTION.  CONTINUE STRAIGHT ON RIGHT HAND ROAD FOR 0.2
 NV0392'MILE TO A T ROAD INTERSECTION AND THE REFERENCE MARK.  ABOUT 0.1 MILE
 NV0392'EAST OF A STONE FARM HOUSE.  28 FEET EAST OF A FENCE.  22.5 FEET WEST
 NV0392'OF THE CENTER-LINE OF A ROAD NORTH. 5 FEET HIGHER THAN THE NORTH-SOUTH
 NV0392'ROAD.  SET IN TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0391 ***********************************************************************
 NV0391  DESIGNATION -  HAGERMAN RM 2
 NV0391  PID         -  NV0391
 NV0391  STATE/COUNTY-  ID/GOODING
 NV0391  USGS QUAD   -  HAGERMAN (1992)
 NV0391
 NV0391                         *CURRENT SURVEY CONTROL
 NV0391  ___________________________________________________________________
 NV0391* NAD 83(1986)-  42 48 43.     (N)    114 55 14.     (W)     SCALED    
 NV0391* NAVD 88     -       882.883  (meters)    2896.59   (feet)  ADJUSTED  
 NV0391  ___________________________________________________________________
 NV0391  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 NV0391  DYNAMIC HT  -         882.491 (meters)    2895.31  (feet)  COMP
 NV0391  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 NV0391
 NV0391  VERT ORDER  -  SECOND    CLASS 0
 NV0391
 NV0391.The horizontal coordinates were scaled from a topographic map and have
 NV0391.an estimated accuracy of +/- 6 seconds.
 NV0391
 NV0391.The orthometric height was determined by differential leveling
 NV0391.and adjusted by the National Geodetic Survey in June 1991..
 NV0391
 NV0391.The geoid height was determined by GEOID03.
 NV0391
 NV0391.The dynamic height is computed by dividing the NAVD 88
 NV0391.geopotential number by the normal gravity value computed on the
 NV0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0391.degrees latitude (g = 980.6199 gals.).
 NV0391
 NV0391.The modeled gravity was interpolated from observed gravity values.
 NV0391
 NV0391;                    North         East    Units  Estimated Accuracy
 NV0391;SPC ID C     -   127,620.      424,710.      MT  (+/- 180 meters Scaled)
 NV0391
 NV0391                          SUPERSEDED SURVEY CONTROL
 NV0391
 NV0391  NGVD 29 (??/??/92)  882.078  (m)         2893.95   (f) ADJ UNCH    2 0
 NV0391
 NV0391.Superseded values are not recommended for survey control.
 NV0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0391.See file dsdata.txt to determine how the superseded data were derived.
 NV0391
 NV0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH700420(NAD 83)
 NV0391_MARKER: DR = REFERENCE MARK DISK
 NV0391_SETTING: 66 = SET IN ROCK OUTCROP
 NV0391_SP_SET: ROCK OUTCROP
 NV0391_STAMPING: HAGERMAN NO.2 1944
 NV0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0391+STABILITY: POSITION/ELEVATION WELL
 NV0391
 NV0391  HISTORY     - Date     Condition        Report By
 NV0391  HISTORY     - 1944     MONUMENTED       CGS
 NV0391  HISTORY     - 1945     GOOD             NGS
 NV0391
 NV0391                          STATION DESCRIPTION
 NV0391
 NV0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NV0391'1.5 MI SW FROM HAGERMAN.
 NV0391'1.5 MILES SOUTHWEST OF THE POST OFFICE AT HAGERMAN.  ALONG A DIRT
 NV0391'ROAD, 1.2 MILES WEST OF HIGHWAY U.S. 30.  TO REACH FROM THE POST
 NV0391'OFFICE AT HAGERMAN, FOLLOW HIGHWAY U.S. 30 SOUTH FOR 0.3 MILE TO A
 NV0391'CROSS ROADS.  TURN WEST AT CROSS ROADS AND FOLLOW GRAVEL ROAD FOR 1.0
 NV0391'MILE TO A Y INTERSECTION, CONTINUE STRAIGHT ON RIGHT HAND ROAD FOR 0.2
 NV0391'MILE TO A T ROAD INTERSECTION AND THE REFERENCE MARK.  ABOUT 0.1 MILE
 NV0391'EAST OF A STONE HOUSE.  30.3 FEET NORTH OF THE CENTER LINE OF THE
 NV0391'EAST-WEST ROAD.  18.5 FEET WEST OF A NORTH-SOUTH FENCE. 16 FEET NORTH
 NV0391'OF AN EAST-WEST FENCE. 1 FOOT ABOVE THE GROUND SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0920 ***********************************************************************
 OZ0920  DESIGNATION -  HAILEY
 OZ0920  PID         -  OZ0920
 OZ0920  STATE/COUNTY-  ID/BLAINE
 OZ0920  USGS QUAD   -  HAILEY (1967)
 OZ0920
 OZ0920                         *CURRENT SURVEY CONTROL
 OZ0920  ___________________________________________________________________
 OZ0920* NAD 83(1992)-  43 30 12.41641(N)    114 19 18.07911(W)     ADJUSTED  
 OZ0920* NAVD 88     -      2065.2    (meters)    6776.     (feet)  VERTCON   
 OZ0920  ___________________________________________________________________
 OZ0920  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 OZ0920  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 OZ0920
 OZ0920  HORZ ORDER  -  SECOND
 OZ0920
 OZ0920.The horizontal coordinates were established by classical geodetic methods
 OZ0920.and adjusted by the National Geodetic Survey in July 1992..
 OZ0920
 OZ0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0920
 OZ0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0920
 OZ0920.The geoid height was determined by GEOID03.
 OZ0920
 OZ0920;                    North         East     Units Scale Factor Converg.
 OZ0920;SPC ID C     -   204,077.886   473,985.734   MT  0.99995569   -0 13 17.2
 OZ0920;UTM  11      - 4,820,209.446   716,518.195   MT  1.00017669   +1 50 40.1
 OZ0920
 OZ0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0920!SPC ID C     -   0.99967828  x   0.99995569  =   0.99963398
 OZ0920!UTM  11      -   0.99967828  x   1.00017669  =   0.99985491
 OZ0920
 OZ0920|---------------------------------------------------------------------|
 OZ0920| PID    Reference Object                     Distance      Geod. Az  |
 OZ0920|                                                           dddmmss.s |
 OZ0920| CD5210 HAILEY RM 2                           3.788 METERS 06526     |
 OZ0920| CD5209 HAILEY RM 1                           5.787 METERS 28602     |
 OZ0920| OZ0921 BARITE                              APPROX. 6.7 KM 3542041.5 |
 OZ0920|---------------------------------------------------------------------|
 OZ0920
 OZ0920                          SUPERSEDED SURVEY CONTROL
 OZ0920
 OZ0920  NAD 83(1986)-  43 30 12.41403(N)    114 19 18.07346(W) AD(       ) 2
 OZ0920  NAD 27      -  43 30 12.74896(N)    114 19 14.90235(W) AD(       ) 2
 OZ0920  NGVD 29 (07/19/86) 2064.1    (m)         6772.     (f) VERT ANG       
 OZ0920
 OZ0920.Superseded values are not recommended for survey control.
 OZ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0920.See file dsdata.txt to determine how the superseded data were derived.
 OZ0920
 OZ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ1651820209(NAD 83)
 OZ0920_MARKER: DD = SURVEY DISK
 OZ0920_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0920_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OZ0920
 OZ0920  HISTORY     - Date     Condition        Report By
 OZ0920  HISTORY     - 1967     MONUMENTED       USGS
 OZ0920  HISTORY     - 1970     GOOD             USGS
 OZ0920
 OZ0920                          STATION DESCRIPTION
 OZ0920
 OZ0920'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WAO)
 OZ0920'LOCATED APPROXIMATELY 1 MI (AIRLINE) S. OF AND 0.9 MI W. OF
 OZ0920'HAILEY.  ON THE HIGHEST POINT OF A PROMINENT TOP W. OF THE HAILEY
 OZ0920'AIRPORT AND W. OF THE BIG WOOD RIVER.
 OZ0920'
 OZ0920'REACHED BY HELICOPTER.
 OZ0920'
 OZ0920'STATION MARK--A STANDARD BRASS TABLET STAMPED HAILEY 1967
 OZ0920'CEMENTED IN STONE.
 OZ0920'
 OZ0920'REFERENCE MARK NO. 1--A STANDARD BRASS TABLET STAMPED NO 1 1967
 OZ0920'CEMENTED IN STONE.
 OZ0920'
 OZ0920'REFERENCE MARK NO. 2--A STANDARD BRASS TABLET STAMPED NO 2 1967
 OZ0920'CEMENTED IN STONE.
 OZ0920'
 OZ0920'AZIMUTH MARK IS CENTERLINE OF HIGHEST CROSS OF TWO ON TOP OF
 OZ0920'ST. CHARLES CATHOLIC CHURCH IN HAILEY ABOUT 1.5 MI AWAY.
 OZ0920
 OZ0920                          STATION RECOVERY (1970)
 OZ0920
 OZ0920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OZ0920'LOCATED ABOUT 0.5 MI SW. OF THE TOWN OF HAILEY.  ON PROMINENT
 OZ0920'SHARP POINTED OPEN TOP.
 OZ0920'
 OZ0920'REACHED BY HELICOPTER.  LANDING IN VERY SMALL SADDLE ABOUT 75
 OZ0920'FT N. OF STATION, POWER HOLD.
 OZ0920'
 OZ0920'TO REACH BY RD. USE 4-WHEEL DRIVE.  FROM THE W. TAKE TRACK TO A
 OZ0920'SADDLE ABOUT 400 FT TO THE W. AND ABOUT 100 FT LOWER THAN
 OZ0920'STATION.  GOOD HELICOPTER LANDING IN THIS AREA.
 OZ0920'
 OZ0920'STATION MARK--STANDARD USGS BRASS TABLET STAMPED HAILEY 1967
 OZ0920'CEMENTED IN DRILL HOLE IN ROCK.
 OZ0920'
 OZ0920'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 OZ0920'STAMPED NO 1 1967 CEMENTED IN DRILL HOLE IN BOULDER, 3.3 FT
 OZ0920'BELOW STATION MARK.
 OZ0920'
 OZ0920'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET
 OZ0920'STAMPED NO 2 1967 CEMENTED IN DRILL HOLE IN BOULDER, 3.5 FT
 OZ0920'BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1313 ***********************************************************************
 RA1313  DESIGNATION -  HAILEY
 RA1313  PID         -  RA1313
 RA1313  STATE/COUNTY-  ID/IDAHO
 RA1313  USGS QUAD   -  RIGGINS (1964)
 RA1313
 RA1313                         *CURRENT SURVEY CONTROL
 RA1313  ___________________________________________________________________
 RA1313* NAD 83(1992)-  45 24 21.08671(N)    116 18 57.10482(W)     ADJUSTED  
 RA1313* NAVD 88     -      1089.5    (meters)    3574.     (feet)  VERTCON   
 RA1313  ___________________________________________________________________
 RA1313  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 RA1313  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 RA1313
 RA1313  HORZ ORDER  -  SECOND
 RA1313
 RA1313.The horizontal coordinates were established by classical geodetic methods
 RA1313.and adjusted by the National Geodetic Survey in July 1992..
 RA1313
 RA1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1313
 RA1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1313
 RA1313.The geoid height was determined by GEOID03.
 RA1313
 RA1313;                    North         East     Units Scale Factor Converg.
 RA1313;SPC ID W     -   415,564.188   755,702.605   MT  0.99995745   -0 24 10.6
 RA1313;UTM  11      - 5,028,265.242   553,538.463   MT  0.99963524   +0 29 13.9
 RA1313
 RA1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1313!SPC ID W     -   0.99983166  x   0.99995745  =   0.99978912
 RA1313!UTM  11      -   0.99983166  x   0.99963524  =   0.99946696
 RA1313
 RA1313:                Primary Azimuth Mark                     Grid Az
 RA1313:SPC ID W     -  HAILEY AZ MK                             285 04 24.4
 RA1313:UTM  11      -  HAILEY AZ MK                             284 10 59.9
 RA1313
 RA1313|---------------------------------------------------------------------|
 RA1313| PID    Reference Object                     Distance      Geod. Az  |
 RA1313|                                                           dddmmss.s |
 RA1313| CH7470 HAILEY AZ MK                                       2844013.8 |
 RA1313|---------------------------------------------------------------------|
 RA1313
 RA1313                          SUPERSEDED SURVEY CONTROL
 RA1313
 RA1313  NAD 83(1991)-  45 24 21.08771(N)    116 18 57.10313(W) AD(       ) 2
 RA1313  NAD 83(1986)-  45 24 21.08793(N)    116 18 57.10330(W) AD(       ) 2
 RA1313  NAD 27      -  45 24 21.48415(N)    116 18 53.62893(W) AD(       ) 2
 RA1313  NGVD 29 (07/19/86) 1088.4    (m)         3571.     (f) VERT ANG       
 RA1313
 RA1313.Superseded values are not recommended for survey control.
 RA1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1313.See file dsdata.txt to determine how the superseded data were derived.
 RA1313
 RA1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5353828265(NAD 83)
 RA1313_MARKER: DS = TRIANGULATION STATION DISK
 RA1313_SETTING: 66 = SET IN ROCK OUTCROP
 RA1313_STAMPING: HAILEY 1945
 RA1313_MARK LOGO: CGS   
 RA1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA1313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1313+STABILITY: POSITION/ELEVATION WELL
 RA1313
 RA1313  HISTORY     - Date     Condition        Report By
 RA1313  HISTORY     - 1945     MONUMENTED       CGS
 RA1313  HISTORY     - 19830815 GOOD             NGS
 RA1313
 RA1313                          STATION DESCRIPTION
 RA1313
 RA1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1313'STATION IS LOCATED ON THE HIGHEST POINT OF A VERY SHARP, PROMINENT,
 RA1313'ROCKY PEAK ABOUT 1 MILE (AIR LINE) SSE OF RIGGINS, BETWEEN HAILEY
 RA1313'CREEK AND THE LITTLE SALMON RIVER, IN NE 1/4 SEC. 22, T. 24 N., R.
 RA1313'1 E.  THERE IS A HIGHER PEAK ABOUT 1/2 MILE E.
 RA1313'
 RA1313'TO REACH STATION FROM RIGGINS, GO S ON U.S. HIGHWAY 95 FOR 1.05 MILES
 RA1313'TO A T-ROAD LEFT, TURN LEFT, CROSSING A BRIDGE OVER THE LITTLE
 RA1313'SALMON RIVER, AND GO E ON A GRAVEL ROAD 0.05 MILE TO A BOARD GATE ON
 RA1313'RIGHT, TURN RIGHT THROUGH THE GATE AND FOLLOW A TRACK ROAD ALONG E
 RA1313'SIDE OF THE LITTLE SALMON RIVER FOR 0.2 MILE TO A POINT JUST W
 RA1313'OF A CABIN AND THE END OF TRUCK TRAVEL.  FROM HERE PACK E,
 RA1313'FOLLOWING A TRAIL UP HAILEY CREEK, FOR ABOUT 3/4 MILE TO TRIANGULAR
 RA1313'BLAZE ON A 10-INCH PINE TREE ABOUT 20 YARDS E OF THE TRAIL,
 RA1313'LEAVE THE TRAIL AT THIS POINT AND GO N UP A VERY STEEP GRASSY
 RA1313'SLOPE FOR 1/2 MILE TO THE TOP OF THE RIDGE AT A SADDLE, GO W ALONG
 RA1313'TOP OF RIDGE FOR ABOUT 100 YARDS TO THE HIGHEST POINT AND STATION.
 RA1313'
 RA1313'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 RA1313'OUTCROPPING BEDROCK.  IT IS ON THE HIGHEST POINT OF THE PEAK.  THE
 RA1313'DISK IS STAMPED HAILEY 1945.
 RA1313'
 RA1313'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 RA1313'OUTCROPPING BEDROCK.  IT IS 4-1/2 FEET LOWER THAN THE STATION MARK.
 RA1313'DISK IS STAMPED HAILEY NO 1 1945.
 RA1313'
 RA1313'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 RA1313'OUTCROPPING BEDROCK.  IT IS 5-1/2 FEET LOWER THAN THE STATION MARK.
 RA1313'DISK IS STAMPED HAILEY NO 2 1945.
 RA1313'
 RA1313'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 RA1313'DIAMOND-SHAPED BOULDER (4 BY 5 FEET) WHICH PROJECTS 6 INCHES.  IT IS
 RA1313'AT THE END OF TRUCK TRAVEL, 1/10 MILE E OF U.S. HIGHWAY 95, 0.05
 RA1313'MILE W OF A CABIN, AND 0.05 MILE E OF LITTLE SALMON RIVER.  DISK IS
 RA1313'STAMPED HAILEY 1945.
 RA1313'
 RA1313'PICTURE POINT IS A MOUNTAIN MAHOGANY BUSH WHICH IS ABOUT 3 FEET IN
 RA1313'DIAMETER AND 4 FEET HIGH.
 RA1313'
 RA1313'OBSERVATIONS WERE MADE FROM A 4-FOOT TRIPOD.
 RA1313
 RA1313                          STATION RECOVERY (1983)
 RA1313
 RA1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 RA1313'THE STATION AND RM 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE AZ
 RA1313'MK WAS ALSO RECOVERED BUT A MOBILE HOME IS NOW ON LINE BETWEEN THE
 RA1313'STATION MARK AND AZ MK.  A 3 METER (9.8 FT) HIGH SIGNAL IS NEEDED FOR
 RA1313'THE AZIMUTH.  THE AZIMUTH AND DISTANCE TO RM 1 COMPARE FAVORABLY WITH
 RA1313'THE 1945 MEASUREMENTS.  THE AZ MK AND DISTANCE TO RM 2 DIFFER BY 2
 RA1313'MINUTES AND 0.034 METER.  (0.112 FT) THE STATION IS LOCATED ABOUT 1.6
 RA1313'KM (1.00 MI) SSE OF RIGGINS ON THE TOP OF SCHOOL MARK PEAK.
 RA1313' 
 RA1313'TO REACH THE STATION FROM THE POST OFFICE IN RIGGINS GO N IN U.S 95
 RA1313'FOR 1.04 KM (0.65 MI) TURN LEFT ACROSS BRIDGE OVER LITTLE SALMON
 RA1313'RIVER, AT E END OF BRIDGE TURN RIGHT AND GO 0.24 KM (0.15 MI) TO A
 RA1313'GATE, PASS THROUGH GATE AND CONTINUE SOUTHERLY 0.24 KM (0.15 MI) TO
 RA1313'ROBY RESIDENCE AND THE END OF TRUCK TRAVEL.  PACK NORTHERLY TO RIDGE,
 RA1313'THEN E ALONG RIDGE TO THE TOP OF SCHOOL MARK PEAK AND STATION.  SCHOOL
 RA1313'MARK PEAK IS THE SECOND PEAK E ALONG RIDGE FROM SALOM RIVER.
 RA1313' 
 RA1313'THE STATION IS A STANDARD USCGS DISK STAMPED--HAILEY 1945--, SET INTO
 RA1313'ROCK OUTCROP, 1 METERS (3.3 FT) LARGEST DIMENSION, ON HIGHEST PART OF
 RA1313'SCHOOL MARK PEAK.  THE STATION IS LOCATED S FROM THE NORTHERNMOST
 RA1313'POINT AT SAME ELEVATED AS STATION, E FROM THE W SIDE OF PEAK.
 RA1313' 
 RA1313'RM NO 1, IS A STANDARD USCGS DISK STAMPED---HAILEY NO 1 1945---, SET
 RA1313'INTO ROCK OUTCROP, 1 METERS (3.3 FT) LARGEST DIMENSION.  THE STATION
 RA1313'IS LOCATED 25 METERS (82.0 FT) NW FROM A ROCK POINT THAT IS AT SAME
 RA1313'ELEVATION AS STATION, AND 1.5 METERS (4.9 FT) LOWER THAN THE STATION.
 RA1313' 
 RA1313'RM NO 2, IS A STANDARD USCGS DISK STAMPED---HAILEY NO 2 1945---, SET
 RA1313'INTO ROCK OUTCROP, 1 METERS (3.3 FT) LARGEST DIMENSION. THE STATION IS
 RA1313'LOCATED 16 METERS (52.5 FT) E FROM THE HIGHEST PART OF PEAK, 2 METERS
 RA1313'(6.6 FT) S FROM N FACE OF PEAK, AND 2.5 METERS (8.2 FT) LOWER THAN THE
 RA1313'STATION.
 RA1313' 
 RA1313'AZ MK NO 1, IS A STANDARD USCGS, DISK STAMPED---HAILEY 1945---, SET
 RA1313'INTO ROCK OUTCROP, 1.5 METERS (4.9 FT) LARGEST DIMENSION.  THE STATION
 RA1313'IS LOCATED 1.8 METERS (5.9 FT) NE FROM CENTER OF BOTTOM STEP AT
 RA1313'ENTRANCE TO MOBILE HOOME, 0.7 METERS (2.3 FT) SW FROM THE W SIDE OF
 RA1313'MOBILE HOME.  TO REACH THE AZ MK FRM THE END OF TRUCK TRAVEL, IS GO W
 RA1313'SIDE OF A MOBILE HOME AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0554 ***********************************************************************
 QZ0554  DESIGNATION -  HALE
 QZ0554  PID         -  QZ0554
 QZ0554  STATE/COUNTY-  ID/LEMHI
 QZ0554  USGS QUAD   -  ULYSSES (1991)
 QZ0554
 QZ0554                         *CURRENT SURVEY CONTROL
 QZ0554  ___________________________________________________________________
 QZ0554* NAD 83(1992)-  45 24 20.38813(N)    114 13 35.39456(W)     ADJUSTED  
 QZ0554* NAVD 88     -      1295.9    (meters)    4252.     (feet)  VERTCON   
 QZ0554  ___________________________________________________________________
 QZ0554  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 QZ0554  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 QZ0554
 QZ0554  HORZ ORDER  -  THIRD
 QZ0554
 QZ0554.The horizontal coordinates were established by classical geodetic methods
 QZ0554.and adjusted by the National Geodetic Survey in July 1992..
 QZ0554
 QZ0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0554
 QZ0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0554
 QZ0554.The geoid height was determined by GEOID03.
 QZ0554
 QZ0554;                    North         East     Units Scale Factor Converg.
 QZ0554;SPC ID C     -   415,417.640   482,268.712   MT  0.99995123   -0 09 40.6
 QZ0554;SPC MT       -   139,601.667   230,275.253   MT  0.99978072   -3 27 26.8
 QZ0554;SPC MT       -   458,010.72    755,496.24   iFT  0.99978072   -3 27 26.8
 QZ0554;UTM  11      - 5,031,758.324   717,045.263   MT  1.00017924   +1 58 32.8
 QZ0554
 QZ0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0554!SPC ID C     -   0.99979899  x   0.99995123  =   0.99975023
 QZ0554!SPC MT       -   0.99979899  x   0.99978072  =   0.99957975
 QZ0554!UTM  11      -   0.99979899  x   1.00017924  =   0.99997819
 QZ0554
 QZ0554|---------------------------------------------------------------------|
 QZ0554| PID    Reference Object                     Distance      Geod. Az  |
 QZ0554|                                                           dddmmss.s |
 QZ0554| CH7474 HALE RM 1                            16.478 METERS 01929     |
 QZ0554| CH7473 HALE AZ MK                                         1060953.4 |
 QZ0554| CH7475 HALE RM 2                            28.936 METERS 33354     |
 QZ0554|---------------------------------------------------------------------|
 QZ0554
 QZ0554                          SUPERSEDED SURVEY CONTROL
 QZ0554
 QZ0554  NAD 83(1986)-  45 24 20.38655(N)    114 13 35.38561(W) AD(       ) 3
 QZ0554  NAD 27      -  45 24 20.68800(N)    114 13 32.08700(W) AD(       ) 3
 QZ0554  NGVD 29 (07/19/86) 1294.7    (m)         4248.     (f) VERT ANG       
 QZ0554
 QZ0554.Superseded values are not recommended for survey control.
 QZ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0554.See file dsdata.txt to determine how the superseded data were derived.
 QZ0554
 QZ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL1704531758(NAD 83)
 QZ0554_MARKER: Z = SEE DESCRIPTION
 QZ0554_SETTING: 0 = UNSPECIFIED SETTING
 QZ0554
 QZ0554  HISTORY     - Date     Condition        Report By
 QZ0554  HISTORY     - 1945     MONUMENTED       CGS
 QZ0554
 QZ0554                          STATION DESCRIPTION
 QZ0554
 QZ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0554'STATION IS LOCATED ABOUT 3 MILES W OF THE INDIANOLA RANGER
 QZ0554'STATION, ABOUT 3-1/2 MILES NW OF SHOUP, AND ABOUT 1/2 MILE
 QZ0554'N FROM THE END OF A LONG RIDGE WHICH EXTENDS TO THE RIVER
 QZ0554'AND HAS ROCK OUTCROP ABOVE THE ROAD.  STATION IS ON TOP OF THE
 QZ0554'RIDGE W OF WHERE THE ROAD AND RIVER MAKES A SHARP CURVE LEFT,
 QZ0554'ABOUT 0.3 MILE AFTER PASSING A FARMHOSE.  IT IS SET IN
 QZ0554'OUTCROPPING BEDROCK WHICH PROJECTS 6 FEET, IS 1 FOOT BELOW TOP OF
 QZ0554'ROCK, AND IS 11 FEET S OF A 24-INCH TRIANGULAR BLAZED PINE
 QZ0554'TREE.
 QZ0554'
 QZ0554'STATION MARK IS A BRONZE STATION DISK AND IS STAMPED HALE 1945.
 QZ0554'
 QZ0554'REFERENCE MARK 1 IS N OF THE STATION, ON AN E PROJECTION
 QZ0554'OF THE RIDGE, AND ABOUT 5 FEET W OF A CLIFF.  IT IS A BRONZE
 QZ0554'REFERENCE DISK AND IS SET IN THE TOP OF A BOULDER WHICH
 QZ0554'PROJECTS 1 FOOT.
 QZ0554'
 QZ0554'REFERENCE MARK 2 IS NW OF THE STATION, ON THE CENTER OF THE
 QZ0554'RIDGE.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 QZ0554'BOULDER WHICH PROJECTS 2 FEET, AND IS IN THE MIDST OF BOULDERS
 QZ0554'WHICH PROJECT 4 FEET.
 QZ0554'
 QZ0554'THE AZIMUTH MARK IS ABOUT 1 MILE E OF THE STATION, 5 PACES
 QZ0554'E OF THE CENTER LINE OF THE ROAD, AND 9 PACES E OF A TRIANGULAR
 QZ0554'BLAZED FENCE POST.  IT IS 2.55 MILES W FROM THE INDIANOLA RANGER
 QZ0554'STATION, ON THE NE SIDE OF THE ROAD, AND 0.75 MILE E OF AN
 QZ0554'UNPAINTED FARM HOME WITH LOG LOWER AND LUMBER UPPER.  AZIMUTH
 QZ0554'MARK IS A BRONZE AZIMUTH MARK SET IN THE TOP OF A BOULDER
 QZ0554'FLUSH WITH THE GROUND.
 QZ0554'
 QZ0554'THE REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 QZ0554'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QZ0554'
 QZ0554'TO REACH FROM NORTH FORK, GO W TOWARD SHOUP ON THE N SIDE OF
 QZ0554'THE RIVER FOR 10.5 MILES TO INDIANOLA RANGER STATION, THENCE
 QZ0554'CONTINUE FOR 3.3 MILES TO AN UNPAINTED FARM HOME ON THE LEFT
 QZ0554'WITH LOG LOWER HALF AND LUMBER UPPER HALF, THENCE CONTINUE
 QZ0554'FOR 0.3 MILE TO A SMALL TREE ON THE LEFT WITH SEVERAL BLAZES.
 QZ0554'THIS IS THE END OF TRUCK TRVEL.  FROM HERE PACK W UP STEEP
 QZ0554'SLOPE TO TOP OF RIDGE AND STATION SITE.  ABOUT A ONE-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1555 ***********************************************************************
 NU1555  DESIGNATION -  HALF
 NU1555  PID         -  NU1555
 NU1555  STATE/COUNTY-  ID/BANNOCK
 NU1555  USGS QUAD   -  POCATELLO NORTH (1971)
 NU1555
 NU1555                         *CURRENT SURVEY CONTROL
 NU1555  ___________________________________________________________________
 NU1555* NAD 83(1992)-  42 58 35.69583(N)    112 24 38.71130(W)     ADJUSTED  
 NU1555* NAVD 88     -      1500.8    (meters)    4924.     (feet)  VERTCON   
 NU1555  ___________________________________________________________________
 NU1555  LAPLACE CORR-           8.19  (seconds)                    DEFLEC99
 NU1555  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 NU1555
 NU1555  HORZ ORDER  -  SECOND
 NU1555
 NU1555.The horizontal coordinates were established by classical geodetic methods
 NU1555.and adjusted by the National Geodetic Survey in July 1992..
 NU1555
 NU1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1555
 NU1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1555
 NU1555.The geoid height was determined by GEOID03.
 NU1555
 NU1555;                    North         East     Units Scale Factor Converg.
 NU1555;SPC ID E     -   145,526.061   180,090.440   MT  0.99995224   -0 09 59.0
 NU1555;UTM  12      - 4,759,179.805   384,967.337   MT  0.99976279   -0 57 42.5
 NU1555
 NU1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1555!SPC ID E     -   0.99976667  x   0.99995224  =   0.99971892
 NU1555!UTM  12      -   0.99976667  x   0.99976279  =   0.99952952
 NU1555
 NU1555|---------------------------------------------------------------------|
 NU1555| PID    Reference Object                     Distance      Geod. Az  |
 NU1555|                                                           dddmmss.s |
 NU1555| CM4808 HALF RM 1                             5.027 METERS 15151     |
 NU1555| CM4809 HALF RM 2                             8.142 METERS 34058     |
 NU1555| NU0112 S 96                                APPROX. 1.5 KM 3425844.0 |
 NU1555|---------------------------------------------------------------------|
 NU1555
 NU1555                          SUPERSEDED SURVEY CONTROL
 NU1555
 NU1555  NAD 83(1986)-  42 58 35.68980(N)    112 24 38.69545(W) AD(       ) 2
 NU1555  NAD 27      -  42 58 35.99850(N)    112 24 35.77820(W) AD(       ) 2
 NU1555  NGVD 29 (07/19/86) 1499.7    (m)         4920.     (f) VERT ANG       
 NU1555
 NU1555.Superseded values are not recommended for survey control.
 NU1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1555.See file dsdata.txt to determine how the superseded data were derived.
 NU1555
 NU1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8496759180(NAD 83)
 NU1555_MARKER: DS = TRIANGULATION STATION DISK
 NU1555_SETTING: 80 = SET IN A BOULDER
 NU1555_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1555
 NU1555  HISTORY     - Date     Condition        Report By
 NU1555  HISTORY     - 1960     MONUMENTED       CGS
 NU1555
 NU1555                          STATION DESCRIPTION
 NU1555
 NU1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1555'THE STATION IS ON THE SUMMIT OF A SHARP GRASS COVERED RIDGE,
 NU1555'RANGING IN A NORTH-SOUTH DIRECTION, ABOUT 7-1/2 MILES
 NU1555'NORTH-NORTHEAST OF POCATELLO, 4 MILES SOUTHEAST OF FORT HALL
 NU1555'AND 0.75 MILE EAST OF IDAHO INTERSTATE HIGHWAY 15 W WHICH
 NU1555'IS UNDER CONSTRUCTION AT THIS TIME.
 NU1555'
 NU1555'TO REACH THE STATION FROM THE POST OFFICE IN FORT HALL,
 NU1555'DRIVE SOUTH ON U.S. HIGHWAY 91 AND 191 FOR 2.5 MILES TO A
 NU1555'CROSSROAD.  TURN LEFT AND DRIVE EAST FOR 0.5 MILE TO THE
 NU1555'HI LINE CROSSROAD.  CONTINUE STRAIGHT AHEAD, EAST, FOR 0.15
 NU1555'MILE TO A CANAL BRIDGE.  CROSS THE BRIDGE AND CONTINUE EAST
 NU1555'AND NORTHEAST ALONG THE SOUTHEAST SIDE OF THE CANAL FOR 0.8
 NU1555'MILE TO A Y-FORK AND A FENCE CORNER ON THE RIGHT.  KEEP THE
 NU1555'RIGHT FORK AND DRIVE EAST AND SOUTHEASTERLY ALONG THE TRACK ROAD
 NU1555'AROUND THE NORTH AND EAST SIDE OF THE FENCE FOR 0.75 MILE
 NU1555'TO AN UNDERPASS AT THE INTERSTATE HIGHWAY.* PASS
 NU1555'THROUGH THE UNDERPASS, THEN TURN RIGHT AND DRIVE SOUTH
 NU1555'ALONG THE EAST SIDE OF THE HIGHWAY RIGHT-OF-WAY FENCE FOR
 NU1555'0.3 MILE TO A TRACK ROAD.  TURN LEFT ONTO THE TRACK ROAD AND
 NU1555'DRIVE EAST FOR 0.6 MILE TO THE SUMMIT OF A NORTH-SOUTH
 NU1555'RIDGE.  TURN RIGHT AND DRIVE ALONG THE SUMMIT OF THE
 NU1555'RIDGE ON DIM TRACKS LEADING SOUTH FOR 0.6 MILE TO THE
 NU1555'HIGHEST POINT AND THE STATION.
 NU1555'
 NU1555'THE STATION MARK, STAMPED HALF 1960, IS A STANDARD TRIANGULATION
 NU1555'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 NU1555'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 57 FEET
 NU1555'SOUTH OF THE NORTH END OF THE SHARP POINT OF THE RIDGE.
 NU1555'
 NU1555'REFERENCE MARK 1, STAMPED HALF NO 1 1960, IS A STANDARD DISK
 NU1555'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE FLAT BOULDER
 NU1555'WHICH PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU1555'
 NU1555'REFERENCE MARK 2, STAMPED HALF NO 2 1960, IS A STANDARD DISK
 NU1555'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE FLAT BOULDER
 NU1555'WHICH PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU1555'
 NU1555'*BENCH MARK S 96 IS CEMENTED IN THE TOP OF THE EAST HEADWALL
 NU1555'OF THE UNDERPASS ON THE NORTHBOUND LANE OF THE INTERSTATE
 NU1555'HIGHWAY.  POSITION OF BOTH BENCH MARKS WERE DETERMINED BY
 NU1555'INTERSECTION AND ARE SEPERATELY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1022 ***********************************************************************
 SU1022  DESIGNATION -  HALF
 SU1022  PID         -  SU1022
 SU1022  STATE/COUNTY-  ID/SHOSHONE
 SU1022  USGS QUAD   -  MULLAN (1995)
 SU1022
 SU1022                         *CURRENT SURVEY CONTROL
 SU1022  ___________________________________________________________________
 SU1022* NAD 83(1992)-  47 28 34.06438(N)    115 46 37.57266(W)     ADJUSTED  
 SU1022* NAVD 88     -      1372.7    (meters)    4504.     (feet)  VERTCON   
 SU1022  ___________________________________________________________________
 SU1022  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 SU1022  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 SU1022
 SU1022  HORZ ORDER  -  SECOND
 SU1022
 SU1022.The horizontal coordinates were established by classical geodetic methods
 SU1022.and adjusted by the National Geodetic Survey in July 1992..
 SU1022
 SU1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1022
 SU1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1022
 SU1022.The geoid height was determined by GEOID03.
 SU1022
 SU1022;                    North         East     Units Scale Factor Converg.
 SU1022;SPC ID W     -   645,524.668   797,957.135   MT  0.99993338   -0 01 11.9
 SU1022;SPC MT       -   377,418.108   127,624.227   MT  0.99942533   -4 35 30.2
 SU1022;SPC MT       - 1,238,248.39    418,714.66   iFT  0.99942533   -4 35 30.2
 SU1022;UTM  11      - 5,258,801.560   592,141.673   MT  0.99970433   +0 54 04.8
 SU1022
 SU1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1022!SPC ID W     -   0.99978738  x   0.99993338  =   0.99972077
 SU1022!SPC MT       -   0.99978738  x   0.99942533  =   0.99921283
 SU1022!UTM  11      -   0.99978738  x   0.99970433  =   0.99949177
 SU1022
 SU1022|---------------------------------------------------------------------|
 SU1022| PID    Reference Object                     Distance      Geod. Az  |
 SU1022|                                                           dddmmss.s |
 SU1022| CH7476 HALF RM 1                             6.064 METERS 04302     |
 SU1022| SU0496 HALF AZ MK                          APPROX. 2.8 KM 1194230.9 |
 SU1022| CH7477 HALF RM 2                             8.231 METERS 14249     |
 SU1022|---------------------------------------------------------------------|
 SU1022
 SU1022                          SUPERSEDED SURVEY CONTROL
 SU1022
 SU1022  NAD 83(1986)-  47 28 34.06716(N)    115 46 37.56341(W) AD(       ) 2
 SU1022  NAD 27      -  47 28 34.31412(N)    115 46 33.99422(W) AD(       ) 2
 SU1022  NGVD 29 (07/19/86) 1371.5    (m)         4500.     (f) VERT ANG       
 SU1022
 SU1022.Superseded values are not recommended for survey control.
 SU1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1022.See file dsdata.txt to determine how the superseded data were derived.
 SU1022
 SU1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9214258802(NAD 83)
 SU1022_MARKER: Z = SEE DESCRIPTION
 SU1022_SETTING: 0 = UNSPECIFIED SETTING
 SU1022
 SU1022  HISTORY     - Date     Condition        Report By
 SU1022  HISTORY     - 1958     MONUMENTED       CGS
 SU1022
 SU1022                          STATION DESCRIPTION
 SU1022
 SU1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU1022'LOCATED ALONG THE CREST OF A RIDGE LOOKING INTO THE VALLEY OF
 SU1022'THE SOUTH FORK OF THE COEUR D ALENE RIVER, 1 MILE EAST-NORTHEAST
 SU1022'OF MULLAN, BETWEEN DEADMAN GULCH ON THE EAST AND GOLD HUNTER
 SU1022'GULCH ON THE WEST.  ABOUT 4 MILES WEST-NORTHWEST OF LOOKOUT
 SU1022'PASS, ABOUT 0.75 MILE NORTH OF U.S. HIGHWAY 10.  THE SOUTH
 SU1022'FACE OF THE RIDGE IS BARE OF TIMBER AND STATION IS ALONG ITS
 SU1022'EDGE, 30 YARDS SOUTHEAST OF A LONE TRIMMED FIR TREE AND 7 FEET
 SU1022'WEST OF A SECTION OF 3-INCH PIPE UPRIGHT IN THE GROUND.
 SU1022'
 SU1022'TO REACH AT THE EAST LIMITS OF MULLAN ON U.S. HIGHWAY 10 AND BILL
 SU1022'BLIGENS SERVICE STATION, GO NORTH CROSSING RAIL ROAD TRACKS FOR
 SU1022'0.05 MILE TO A PAVED ROAD, TURN RIGHT AND THEN IMMEDIATELY
 SU1022'LEFT ONTO A MAIN TRAVEL ROAD FOR A DISTANCE OF 0.15 MILE
 SU1022'(THE DIRT ROAD LEADS OFF AT A ANGLE IN A Y).  AT A CROSS ROAD
 SU1022'INTERSECTION TURN SHARP LEFT AND GO 0.05 MILE TO A 4-POINT CROSS
 SU1022'FORKS KEEPING RIGHT UP GRADE.  GO 0.4 MILE AND AT SWITCH BACK IS A
 SU1022'SMALL STONE HOUSE, TURN LEFT WITH SWITCH BACK AND GO 1.05 MILES
 SU1022'TO A Y, KEEP STRAIGHT AHEAD AND UP GRADE FOR 0.5 MILE PASSING BY ROCK
 SU1022'OUTCROPS, CONTINUE STRAIGHT AHEAD FOR 0.35 MILE AND AT SWITCH
 SU1022'BACK KEEP RIGHT FOR 0.2 MILE TO END OF TRUCK TRAVEL AT
 SU1022'CREST OF RIDGE IN THE TIMBER.  TAKE TRAIL SOUTH FOR ABOUT
 SU1022'300-YARDS TO WHERE RIDGE BARES AND STATION AT WESTWARD
 SU1022'EDGE OF THE SLOPE.
 SU1022'
 SU1022'STATION MARK IS A STANDARD DISK STAMPED HALF 1958, SET IN
 SU1022'TOP OF A CONCRETE FILLED ORANGEBURG SOIL PIPE PROJECTING
 SU1022'2-INCHES.
 SU1022'
 SU1022'REFERENCE MARK 1, A STANDARD DISK STAMPED HALF NO 1 1958,
 SU1022'SET IN TOP OF A CONCRETE FILLED ORANGEBURG SOIL PIPE PROJECTING
 SU1022'4-INCHES AND ABOUT LEVEL WITH STATION.
 SU1022'
 SU1022'REFERENCE MARK 2, A STANDARD DISK STAMPED HALF NO 2 1958,
 SU1022'SET IN TOP OF OUTCROPPING BEDROCK CEMENTED IN A DRILL HOLE,
 SU1022'PROJECTING 2-INCHES AND ABOUT 2-FEET BELOW THE STATION.
 SU1022'
 SU1022'THE AZIMUTH MARK IS 2.75 MILES EASTERLY ALONG U.S. HIGHWAY
 SU1022'10 FROM MULLAN, 39 FEET WEST OF THE SOUTHEAST END AND 17.2 FEET
 SU1022'SOUTHEAST OF THE SOUTHEAST EDGE OF THE NORTHERN PACIFIC RAILROAD
 SU1022'OVERPASS.  A STANDARD DISK STAMPED HALF 1958, SET IN TOP OF
 SU1022'A CONCRETE FILLED ORANGEBURG SOIL PIPE PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0496 ***********************************************************************
 SU0496  DESIGNATION -  HALF AZ MK
 SU0496  PID         -  SU0496
 SU0496  STATE/COUNTY-  ID/SHOSHONE
 SU0496  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0496
 SU0496                         *CURRENT SURVEY CONTROL
 SU0496  ___________________________________________________________________
 SU0496* NAD 83(1992)-  47 27 49.86004(N)    115 44 43.37185(W)     ADJUSTED  
 SU0496* NAVD 88     -      1166.198  (meters)    3826.10   (feet)  ADJUSTED  
 SU0496  ___________________________________________________________________
 SU0496  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 SU0496  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 SU0496  DYNAMIC HT  -        1166.074 (meters)    3825.69  (feet)  COMP
 SU0496  MODELED GRAV-     980,465.9   (mgal)                       NAVD 88
 SU0496
 SU0496  HORZ ORDER  -  SECOND
 SU0496  VERT ORDER  -  SECOND    CLASS 0
 SU0496
 SU0496.The horizontal coordinates were established by classical geodetic methods
 SU0496.and adjusted by the National Geodetic Survey in July 1992..
 SU0496
 SU0496.The orthometric height was determined by differential leveling
 SU0496.and adjusted by the National Geodetic Survey in June 1991..
 SU0496
 SU0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0496
 SU0496.The geoid height was determined by GEOID03.
 SU0496
 SU0496.The dynamic height is computed by dividing the NAVD 88
 SU0496.geopotential number by the normal gravity value computed on the
 SU0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0496.degrees latitude (g = 980.6199 gals.).
 SU0496
 SU0496.The modeled gravity was interpolated from observed gravity values.
 SU0496
 SU0496;                    North         East     Units Scale Factor Converg.
 SU0496;SPC ID W     -   644,159.236   800,348.222   MT  0.99993333   +0 00 12.3
 SU0496;SPC MT       -   375,867.219   129,897.711   MT  0.99942362   -4 34 06.7
 SU0496;SPC MT       - 1,233,160.17    426,173.59   iFT  0.99942362   -4 34 06.7
 SU0496;UTM  11      - 5,257,475.048   594,553.858   MT  0.99970987   +0 55 28.3
 SU0496
 SU0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0496!SPC ID W     -   0.99981973  x   0.99993333  =   0.99975307
 SU0496!SPC MT       -   0.99981973  x   0.99942362  =   0.99924345
 SU0496!UTM  11      -   0.99981973  x   0.99970987  =   0.99952965
 SU0496
 SU0496:                Primary Azimuth Mark                     Grid Az
 SU0496:SPC ID W     -  HALF                                     299 43 42.8
 SU0496:SPC MT       -  HALF                                     304 18 01.8
 SU0496:UTM  11      -  HALF                                     298 48 26.8
 SU0496
 SU0496|---------------------------------------------------------------------|
 SU0496| PID    Reference Object                     Distance      Geod. Az  |
 SU0496|                                                           dddmmss.s |
 SU0496| SU1022 HALF                                APPROX. 2.8 KM 2994355.1 |
 SU0496|---------------------------------------------------------------------|
 SU0496
 SU0496                          SUPERSEDED SURVEY CONTROL
 SU0496
 SU0496  NAD 83(1986)-  47 27 49.86295(N)    115 44 43.36272(W) AD(       ) 2
 SU0496  NAD 27      -  47 27 50.10793(N)    115 44 39.79967(W) AD(       ) 2
 SU0496  NGVD 29 (??/??/92) 1164.970  (m)         3822.07   (f) ADJ UNCH    2 0
 SU0496
 SU0496.Superseded values are not recommended for survey control.
 SU0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0496.See file dsdata.txt to determine how the superseded data were derived.
 SU0496
 SU0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9455457475(NAD 83)
 SU0496_MARKER: DZ = AZIMUTH MARK DISK
 SU0496_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0496_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0496_STAMPING: HALF 1958
 SU0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0496
 SU0496  HISTORY     - Date     Condition        Report By
 SU0496  HISTORY     - 1958     MONUMENTED       CGS
 SU0496  HISTORY     - 1958     GOOD             CGS
 SU0496
 SU0496                          STATION DESCRIPTION
 SU0496
 SU0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU0496'THE STATION IS 2.75 MILES EASTERLY ALONG U.S. HIGHWAY 10 FROM
 SU0496'THE INTERSECTION OF U.S. HIGHWAY 10 AND FIFTH STREET IN MULLAN,
 SU0496'39 FEET WEST OF THE SOUTHEAST END AND 17 FEET SOUTHWEST OF
 SU0496'THE SOUTHWEST EDGE OF THE NORTHERN PACIFIC RAILROAD OVERPASS.
 SU0496'A WELL BLADED ROAD LEADS WEST FROM THE SOUTHEAST END OF THE
 SU0496'OVERPASS.
 SU0496'
 SU0496'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 SU0496'SECTION OF PIPE FILLED WITH CONCRETE, PROJECTING 3 INCHES,
 SU0496'STAMPED HALF 1958.
 SU0496
 SU0496                          STATION RECOVERY (1958)
 SU0496
 SU0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SU0496'2.75 MI E FROM MULLAN.
 SU0496'2.75 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE INTERSECTION OF U.S.
 SU0496'HIGHWAY 10 AND 5TH STREET AT MULLAN TO A RAILROAD OVERPASS, 39.0 FEET
 SU0496'WEST OF THE SOUTHEAST END OF OVERPASS, SET IN A PIPE FILLED WITH
 SU0496'CONCRETE AND PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1132 ***********************************************************************
 TO1132  DESIGNATION -  HALL
 TO1132  PID         -  TO1132
 TO1132  STATE/COUNTY-  ID/BONNER
 TO1132  USGS QUAD   -  HALL MOUNTAIN (1996)
 TO1132
 TO1132                         *CURRENT SURVEY CONTROL
 TO1132  ___________________________________________________________________
 TO1132* NAD 83(1992)-  48 58 23.18195(N)    116 22 05.65752(W)     ADJUSTED  
 TO1132* NAVD 88     -      1713.     (meters)    5620.     (feet)  SCALED    
 TO1132  ___________________________________________________________________
 TO1132  LAPLACE CORR-           9.47  (seconds)                    DEFLEC99
 TO1132  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 TO1132
 TO1132  HORZ ORDER  -  THIRD
 TO1132
 TO1132.The horizontal coordinates were established by classical geodetic methods
 TO1132.and adjusted by the National Geodetic Survey in July 1992..
 TO1132
 TO1132.The orthometric height was scaled from a topographic map.
 TO1132
 TO1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1132
 TO1132.The geoid height was determined by GEOID03.
 TO1132
 TO1132;                    North         East     Units Scale Factor Converg.
 TO1132;SPC ID W     -   812,153.322   754,741.189   MT  0.99995849   -0 27 59.1
 TO1132;UTM  11      - 5,424,658.415   546,233.399   MT  0.99962626   +0 28 35.8
 TO1132
 TO1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1132!SPC ID W     -   0.99973408  x   0.99995849  =   0.99969258
 TO1132!UTM  11      -   0.99973408  x   0.99962626  =   0.99936044
 TO1132
 TO1132:                Primary Azimuth Mark                     Grid Az
 TO1132:SPC ID W     -  BOUNDARY MON 210 CD US                   026 18 44.7
 TO1132:UTM  11      -  BOUNDARY MON 210 CD US                   025 22 09.8
 TO1132
 TO1132|---------------------------------------------------------------------|
 TO1132| PID    Reference Object                     Distance      Geod. Az  |
 TO1132|                                                           dddmmss.s |
 TO1132| TO1145 BOUNDARY MON 210 CD US              APPROX. 3.4 KM 0255045.6 |
 TO1132|---------------------------------------------------------------------|
 TO1132
 TO1132                          SUPERSEDED SURVEY CONTROL
 TO1132
 TO1132  NAD 83(1986)-  48 58 23.19686(N)    116 22 05.64943(W) AD(       ) 3
 TO1132
 TO1132.Superseded values are not recommended for survey control.
 TO1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1132.See file dsdata.txt to determine how the superseded data were derived.
 TO1132
 TO1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ4623324658(NAD 83)
 TO1132_MARKER: DD = SURVEY DISK
 TO1132_SETTING: 80 = SET IN A BOULDER
 TO1132_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TO1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO1132+STABILITY: SURFACE MOTION
 TO1132
 TO1132  HISTORY     - Date     Condition        Report By
 TO1132  HISTORY     - 1934     MONUMENTED       IBC
 TO1132
 TO1132                          STATION DESCRIPTION
 TO1132
 TO1132'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1934 (JH)
 TO1132'ON HALL MOUNTAIN ON THE FIRST HIGH ROUND DOME NORTH OF HALL LOOKOUT
 TO1132'OF THE US FOREST SERVICE.  THE DOME OR ROUNDED KNOB IS TIMBERED ON
 TO1132'TOP WITH SPOTS OF PRAIRIE ON THE SOUTH SIDE.  THE STATION IS ON THE
 TO1132'EAST BRINK OF THE TOP, POSSIBLY 30 OR 40 FEET LOWER THAN THE HIGHEST
 TO1132'POINT AND IS SURROUNDED BY A THICK GROWTH OF JACK PINES ABOUT 25 FEET
 TO1132'HIGH.  AN OBSERVING TOWER 18 FEET HIGH WAS BUILT TO SEE OVER THE TOPS
 TO1132'OF TREES TO THE NORTH AND EAST.  THE TOWER WAS ECCENTRIC TO THE
 TO1132'STATION MARK.  A TRAIL FROM HALL LOOKOUT TO A PATROL LOOKOUT FARTHER
 TO1132'NORTH PASSES BY THE STATION.
 TO1132'
 TO1132'STATION MARK--A 3 - INCH BRONZE - DISK STATION MARK, BEARING THE
 TO1132'WORDS---INTERNATIONAL BOUNDARY COMMISSION---SET IN A LARGE ROUND -
 TO1132'TOPPED BOULDER JUST NORTH OF A FLAT - TOPPED ROCK ABOUT 3 FEET SQUARE
 TO1132'AND 1 FOOT HIGH.  THE ECCENTRIC DISTANCE FROM THE TOWER TO THE MARK
 TO1132'IS 12.65 METERS.  THE DIRECTIONS FROM THE TOWER TO THE MARK ARE--
 TO1132'STATION---MISSION---, 0 DEGREES 00 MINUTES, MARK, 167 DEGREES 33.5
 TO1132'MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0935 ***********************************************************************
 TO0935  DESIGNATION -  HALL MTN
 TO0935  PID         -  TO0935
 TO0935  STATE/COUNTY-  ID/BOUNDARY
 TO0935  USGS QUAD   -  HALL MOUNTAIN (1996)
 TO0935
 TO0935                         *CURRENT SURVEY CONTROL
 TO0935  ___________________________________________________________________
 TO0935* NAD 83(1992)-  48 57 43.43724(N)    116 21 40.91002(W)     ADJUSTED  
 TO0935* NAVD 88     -      1629.8    (meters)    5347.     (feet)  VERTCON   
 TO0935  ___________________________________________________________________
 TO0935  LAPLACE CORR-           9.43  (seconds)                    DEFLEC99
 TO0935  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 TO0935
 TO0935  HORZ ORDER  -  THIRD
 TO0935
 TO0935.The horizontal coordinates were established by classical geodetic methods
 TO0935.and adjusted by the National Geodetic Survey in July 1992..
 TO0935
 TO0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0935
 TO0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0935
 TO0935.The geoid height was determined by GEOID03.
 TO0935
 TO0935;                    North         East     Units Scale Factor Converg.
 TO0935;SPC ID W     -   810,921.569   755,234.545   MT  0.99995794   -0 27 40.1
 TO0935;UTM  11      - 5,423,435.354   546,746.788   MT  0.99962685   +0 28 54.2
 TO0935
 TO0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0935!SPC ID W     -   0.99974715  x   0.99995794  =   0.99970510
 TO0935!UTM  11      -   0.99974715  x   0.99962685  =   0.99937410
 TO0935
 TO0935:                Primary Azimuth Mark                     Grid Az
 TO0935:SPC ID W     -  MISSION RESET                            052 06 34.8
 TO0935:UTM  11      -  MISSION RESET                            051 10 00.5
 TO0935
 TO0935|---------------------------------------------------------------------|
 TO0935| PID    Reference Object                     Distance      Geod. Az  |
 TO0935|                                                           dddmmss.s |
 TO0935| TO0934 MISSION RESET                       APPROX. 5.9 KM 0513854.7 |
 TO0935|---------------------------------------------------------------------|
 TO0935
 TO0935                          SUPERSEDED SURVEY CONTROL
 TO0935
 TO0935  NAD 83(1986)-  48 57 43.45163(N)    116 21 40.90496(W) AD(       ) 3
 TO0935  NAD 27      -  48 57 43.64944(N)    116 21 37.15098(W) AD(       ) 3
 TO0935  NGVD 29 (07/19/86) 1628.6    (m)         5343.     (f) VERT ANG       
 TO0935
 TO0935.Superseded values are not recommended for survey control.
 TO0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0935.See file dsdata.txt to determine how the superseded data were derived.
 TO0935
 TO0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ4674723435(NAD 83)
 TO0935_MARKER: DD = SURVEY DISK
 TO0935_SETTING: 80 = SET IN A BOULDER
 TO0935_SP_SET: PARTIALLY EXPOSED BOULDER
 TO0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0935+STABILITY: SURFACE MOTION
 TO0935
 TO0935  HISTORY     - Date     Condition        Report By
 TO0935  HISTORY     - 1964     MONUMENTED       USGS
 TO0935
 TO0935                          STATION DESCRIPTION
 TO0935
 TO0935'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TO0935'LOCATED 8.5 MI. (AIRLINE) WSW. OF EASTPORT, 6.8 MI. ESE. OF PORTHILL,
 TO0935'2.6 MI. S. OF THE INTERNATIONAL BOUNDARY, ON THE S. END OF HALL MTN.,
 TO0935'IN THE NE. 1/4 OF SECTION 29, T 65 N, R 1 E, ABOUT 40 FT. S. OF THE
 TO0935'CENTERLINE OF THE U.S. FOREST SERVICE --HALL MTN. LOT---.
 TO0935'
 TO0935'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 95, 3 MI. N. OF
 TO0935'BONNERS FERRY, DRIVE N. ON U.S. HIGHWAY 95 FOR 12.6 MI. TO JUNCTION OF
 TO0935'U.S. HIGHWAY 95 AND STATE HIGHWAY 1, TAKE RIGHT FORK, U.S. HIGHWAY 95,
 TO0935'FOR 4.5 MI. TO RD. LEFT TO HALL MTN., TAKE LEFT FORK, HALL MTN. RD.,
 TO0935'FOR 3.9 MI. TO Y-RD., TAKE RIGHT FORK FOR 0.3 MI. TO Y-RD., TAKE LEFT
 TO0935'FORK FOR 6.6 MI. TO LOOKOUT AND STATION.
 TO0935'
 TO0935'STATION MARK--STANDARD TABLET STAMPED---HALL MTN 1964---, SET IN AN
 TO0935'EMBEDDED BOULDER FLUSH WITH THE GROUND.
 TO0935'
 TO0935'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 TO0935'1964---, SET IN THE CONCRETE BASE OF THE TOWER CABLE SUPPORT, 23.12
 TO0935'FT. FROM STATION MARK, N 84 DEG 51 MIN E.
 TO0935'
 TO0935'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 TO0935'1964---, SET IN AN OLD CONCRETE TOWER FOOTING AT S. EDGE OF PRESENT
 TO0935'TOWER, 30.51 FT. FROM STATION MARK, N 06 DEG 55 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5208 ***********************************************************************
 AC5208  CBN         -  This is a Cooperative Base Network Control Station.
 AC5208  DESIGNATION -  HALY GPS
 AC5208  PID         -  AC5208
 AC5208  STATE/COUNTY-  ID/BLAINE
 AC5208  USGS QUAD   -  HAILEY (1967)
 AC5208
 AC5208                         *CURRENT SURVEY CONTROL
 AC5208  ___________________________________________________________________
 AC5208* NAD 83(1999)-  43 30 15.23318(N)    114 17 40.07065(W)     ADJUSTED  
 AC5208* NAVD 88     -      1613.59   (meters)    5293.9    (feet)  N HEIGHT  
 AC5208  ___________________________________________________________________
 AC5208  X           -  -1,906,849.678 (meters)                     COMP
 AC5208  Y           -  -4,224,292.099 (meters)                     COMP
 AC5208  Z           -   4,369,404.676 (meters)                     COMP
 AC5208  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 AC5208  ELLIP HEIGHT-        1600.66  (meters)          (04/16/01) GPS OBS
 AC5208  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 AC5208  DYNAMIC HT  -        1612.66  (meters)    5290.9   (feet)  COMP
 AC5208  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 AC5208
 AC5208  HORZ ORDER  -  B
 AC5208  VERT ORDER  -  THIRD
 AC5208  ELLP ORDER  -  FOURTH    CLASS II
 AC5208
 AC5208.The horizontal coordinates were established by GPS observations
 AC5208.and adjusted by the National Geodetic Survey in April 2001..
 AC5208.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5208.DATUM ITEM on the data sheet items page.
 AC5208
 AC5208.The orthometric height was determined by differential leveling
 AC5208.and adjusted by the National Geodetic Survey in October 1997..
 AC5208.The height was determined by precise leveling from only one NSRS
 AC5208.bench mark.  This was not adequate "tie leveling" to NSRS and was
 AC5208.allowed ONLY to validate the GPS-derived height.
 AC5208
 AC5208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5208
 AC5208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5208
 AC5208.The ellipsoidal height was determined by GPS observations
 AC5208.and is referenced to NAD 83.
 AC5208
 AC5208.The geoid height was determined by GEOID03.
 AC5208
 AC5208.The dynamic height is computed by dividing the NAVD 88
 AC5208.geopotential number by the normal gravity value computed on the
 AC5208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5208.degrees latitude (g = 980.6199 gals.).
 AC5208
 AC5208.The modeled gravity was interpolated from observed gravity values.
 AC5208
 AC5208;                    North         East     Units Scale Factor Converg.
 AC5208;SPC ID C     -   204,156.663   476,187.635   MT  0.99995434   -0 12 09.8
 AC5208;UTM  11      - 4,820,367.585   718,716.325   MT  1.00018846   +1 51 47.7
 AC5208
 AC5208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5208!SPC ID C     -   0.99974906  x   0.99995434  =   0.99970341
 AC5208!UTM  11      -   0.99974906  x   1.00018846  =   0.99993747
 AC5208
 AC5208                          SUPERSEDED SURVEY CONTROL
 AC5208
 AC5208  NAD 83(1992)-  43 30 15.23232(N)    114 17 40.06820(W) AD(       ) B
 AC5208  ELLIP H (01/22/97) 1600.73   (m)                       GP(       ) 4 1
 AC5208  NAVD 88 (01/29/98) 1613.59   (m)         5293.9    (f) LEVELING    3  
 AC5208  NGVD 29 (??/??/??) 1612.47   (m)         5290.2    (f) N HEIGHT    3  
 AC5208
 AC5208.Superseded values are not recommended for survey control.
 AC5208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5208.See file dsdata.txt to determine how the superseded data were derived.
 AC5208
 AC5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ1871620368(NAD 83)
 AC5208_MARKER: I = METAL ROD
 AC5208_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5208_STAMPING: HALY GPS 1995
 AC5208_MARK LOGO: NGS   
 AC5208_PROJECTION: FLUSH
 AC5208_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5208+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 AC5208_ROD/PIPE-DEPTH: 4.3  meters
 AC5208_SLEEVE-DEPTH  : 0.9 meters
 AC5208
 AC5208  HISTORY     - Date     Condition        Report By
 AC5208  HISTORY     - 1995     MONUMENTED       NGS
 AC5208  HISTORY     - 19950915 GOOD             NGS
 AC5208  HISTORY     - 20041002 GOOD             DJC
 AC5208  HISTORY     - 20060914 GOOD             USGS
 AC5208
 AC5208                          STATION DESCRIPTION
 AC5208
 AC5208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AC5208'STATION IS LOCATED IN SOUTHEAST HALEY AT A PAVED TURNOUT ALONG THE
 AC5208'RIGHT-OF-WAY FENCE FOR THE FRIEDMAN MEMORIAL AIRPORT.
 AC5208'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  REACHED FROM THE JUNCTION OF BULLION
 AC5208'STREET AND STATE HIGHWAY 75 (MAIN STREET) IN HALEY.  GO SOUTHEAST ON
 AC5208'STATE HIGHWAY 75 (MAIN STREET) FOR 2.65 KM (1.65 MI) TO A PAVED
 AC5208'TURNOUT AND MARK ON THE RIGHT.  LOCATED 12.6 M (41.3 FT) SOUTHWEST
 AC5208'FROM THE PAINTED HIGHWAY CENTERLINE, 2.7 M (8.9 FT) NORTHEAST FROM THE
 AC5208'FENCE, 44.8 M (147.0 FT) SOUTHEAST FROM THE NORTHEAST END OF THE
 AC5208'TURNOUT AND 0.80 M (2.62 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 AC5208'MARK IS A STAINLESS STEEL ROD DRIVEN TO ANCHORED REFUSAL AT 4.3 M
 AC5208'(14.1 FT) WITH A PUNCH HOLE IN THE TOP AND INSIDE A 0.9 M (3.0 FT)
 AC5208'FOOD GRADE GREASE-FILLED SLEEVE AND ABOUT LEVEL WITH THE HIGHWAY.
 AC5208'ACCESS TO MARK IS HAD THRU A 5-INCH LOGO CAP.  DESCRIBED BY B.E.
 AC5208'KELLY.
 AC5208
 AC5208                          STATION RECOVERY (1995)
 AC5208
 AC5208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AC5208'RECOVERED AS DESCRIBED.
 AC5208
 AC5208                          STATION RECOVERY (2004)
 AC5208
 AC5208'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 AC5208'RECOVERED IN GOOD CONDITION.
 AC5208
 AC5208                          STATION RECOVERY (2006)
 AC5208
 AC5208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 AC5208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1466 ***********************************************************************
 SV1466  DESIGNATION -  HAMILTON
 SV1466  PID         -  SV1466
 SV1466  STATE/COUNTY-  ID/KOOTENAI
 SV1466  USGS QUAD   -  FASET PEAK (1996)
 SV1466
 SV1466                         *CURRENT SURVEY CONTROL
 SV1466  ___________________________________________________________________
 SV1466* NAD 83(1992)-  47 52 33.83488(N)    116 20 30.52867(W)     ADJUSTED  
 SV1466* NAVD 88     -      1542.     (meters)    5059.     (feet)  SCALED    
 SV1466  ___________________________________________________________________
 SV1466  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 SV1466  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 SV1466
 SV1466  HORZ ORDER  -  FIRST
 SV1466
 SV1466.The horizontal coordinates were established by classical geodetic methods
 SV1466.and adjusted by the National Geodetic Survey in July 1992..
 SV1466
 SV1466.The orthometric height was scaled from a topographic map.
 SV1466
 SV1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1466
 SV1466.The geoid height was determined by GEOID03.
 SV1466
 SV1466;                    North         East     Units Scale Factor Converg.
 SV1466;SPC ID W     -   690,157.436   755,733.062   MT  0.99995740   -0 26 20.2
 SV1466;UTM  11      - 5,302,735.207   549,215.123   MT  0.99962976   +0 29 17.5
 SV1466
 SV1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1466!SPC ID W     -   0.99976097  x   0.99995740  =   0.99971838
 SV1466!UTM  11      -   0.99976097  x   0.99962976  =   0.99939081
 SV1466
 SV1466:                Primary Azimuth Mark                     Grid Az
 SV1466:SPC ID W     -  FASET PEAK LOOKOUT TOWER                 001 34 13.8
 SV1466:UTM  11      -  FASET PEAK LOOKOUT TOWER                 000 38 36.1
 SV1466
 SV1466|---------------------------------------------------------------------|
 SV1466| PID    Reference Object                     Distance      Geod. Az  |
 SV1466|                                                           dddmmss.s |
 SV1466| SV1468 FASET PEAK LOOKOUT TOWER            APPROX. 7.1 KM 0010753.6 |
 SV1466| SV1469 NORTH SNOW PEAK LOOKOUT TOWER       APPROX.10.1 KM 0232739.1 |
 SV1466| SV1467 GRIFFITH PEAK LOOKOUT TOWER         APPROX. 6.3 KM 0524917.5 |
 SV1466| CH7478 HAMILTON AZ MK                                     1080838.2 |
 SV1466| SV1409 LITTLE GUARD PEAK LOH               APPROX.26.6 KM 1085412.0 |
 SV1466| SV1412 SPY GLASS PEAK LOOKOUT TOWER        APPROX.11.5 KM 1091446.5 |
 SV1466| SV1411 GRASSY MOUNTAIN LOOKOUT TOWER       APPROX.14.0 KM 1330552.9 |
 SV1466| SV1445 BUMBLEBEE PEAK LOOKOUT TOWER        APPROX.22.3 KM 1735544.4 |
 SV1466| CH7480 HAMILTON RM 2                         4.727 METERS 19805     |
 SV1466| SV1473 LOOKOUT RIDGE LOOKOUT HOUSE         APPROX.11.1 KM 1992016.3 |
 SV1466| SV1566 SPADES MOUNTAIN LOOKOUT TOWER       APPROX.19.2 KM 2422224.5 |
 SV1466| SV1565 SOUTH CHILCO MTN LOOKOUT HOUSE      APPROX.15.9 KM 2661251.1 |
 SV1466| SV1558 CHILCO MOUNTAIN LOOKOUT TOWER       APPROX.14.2 KM 2770528.4 |
 SV1466| SV1479 JACKKNIFE PEAK LOOKOUT TOWER        APPROX. 7.8 KM 2795937.4 |
 SV1466| SV1547 BERNARD PEAK LOOKOUT TOWER          APPROX.15.8 KM 2943646.0 |
 SV1466| TO0988 PACKSADDLE LOOKOUT HOUSE            APPROX.17.3 KM 3562522.1 |
 SV1466| CH7479 HAMILTON RM 1                         6.983 METERS 35834     |
 SV1466|---------------------------------------------------------------------|
 SV1466
 SV1466                          SUPERSEDED SURVEY CONTROL
 SV1466
 SV1466  NAD 83(1986)-  47 52 33.83892(N)    116 20 30.51973(W) AD(       ) 1
 SV1466  NAD 27      -  47 52 34.15105(N)    116 20 26.84826(W) AD(       ) 1
 SV1466
 SV1466.Superseded values are not recommended for survey control.
 SV1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1466.See file dsdata.txt to determine how the superseded data were derived.
 SV1466
 SV1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP4921502735(NAD 83)
 SV1466_MARKER: Z = SEE DESCRIPTION
 SV1466_SETTING: 66 = SET IN ROCK OUTCROP
 SV1466_SP_SET: PARTIALLY EXPOSED BEDROCK
 SV1466
 SV1466  HISTORY     - Date     Condition        Report By
 SV1466  HISTORY     - 1940     MONUMENTED       CGS
 SV1466  HISTORY     - 1960     GOOD             USGS
 SV1466
 SV1466                          STATION DESCRIPTION
 SV1466
 SV1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1466'STATION IS IN THE COEUR D ALENE NATIONAL FOREST, ON THE HIGHEST
 SV1466'PART OF HAMILTON MOUNTAIN 1/2 MILE N OF HAMILTON MOUNTAIN
 SV1466'LOOKOUT AND 4-1/2 MILES NW OF MAGEE RANGER STATION.  THE MOUNTAIN
 SV1466'HAS BEEN BURNED OVER IN PAST YEARS AND IS NOW BARE EXCEPT FOR
 SV1466'SMALL TIMBER AND BRUSH.  THE STATION IS ABOUT 20 PACES E OF, AND
 SV1466'20 FEET HIGHER THAN A TRACK ROAD THAT ENDS AT THE TOP OF THE
 SV1466'MOUNTAIN.  THE MARK IS A STANDARD BRONZE DISK SET IN
 SV1466'CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK, THE TOP OF
 SV1466'WHICH PROJECTS ABOUT 1 FOOT.  IT IS STAMPED HAMILTON 1940.
 SV1466'THERE IS A WHITE REFERENCE POST 6 FEET NE OF THE STATION.
 SV1466'
 SV1466'REFERENCE MARK NO. 1 IS ABOUT 1 METER LOWER THAN THE STATION ON
 SV1466'THE W SLOPE OF THE MOUNTAIN.  IT IS A STANDARD BRONZE DISK SET
 SV1466'IN BEDROCK AND IS STAMPED HAMILTON NO. 1, 1940.
 SV1466'
 SV1466'REFERENCE MARK NO. 2 IS AT ABOUT THE SAME ELEVATION AS THE
 SV1466'STATION ON THE CREST OF THE MOUNTAIN.  IT IS A STANDARD BRONZE
 SV1466'DISK SET IN BEDROCK AND IS STAMPED HAMILTON NO. 2, 1940.
 SV1466'
 SV1466'THE AZIMUTH MARK IS ABOUT 1.0 MILE ESE OF THE STATION, 20
 SV1466'FEET S OF AND 10 FEET HIGHER THAN THE ROAD.  IT IS AT A POINT WHERE
 SV1466'THE ROAD CROSSES THE SADDLE AND CHANGES FROM THE E TO THE NW
 SV1466'SIDE OF THE RIDGE.  IT IS A STANDARD BRONZE DISK SET IN BEDROCK
 SV1466'FLUSH WITH THE GROUND, 20 FEET E OF A LARGE DOWN TREE.  IT IS
 SV1466'STAMPED HAMILTON 1940.
 SV1466'
 SV1466'TO REACH THE STATION FROM MAGEE RANGER STATION, GO S FOR 0.2
 SV1466'MILE TO FORKS AT THE BRIDGE OVER TRAIL CREEK.  TURN RIGHT (W) AND
 SV1466'GO 7.15 MILES TO FORKS AT SIGN HAMILTON MOUNTAIN LOOKOUT 1.0
 SV1466'MILE.  TURN RIGHT FORK AND GO N FOR 0.25 MILE TO ANOTHER FORK.
 SV1466'THE AZIMUTH MARK IS 1.15 MILES NE OF FORKS ON THE RIGHT SIDE OF
 SV1466'THE RIGHT FORK.  CONTINUE TO THE STATION BY TAKING THE LEFT FORK
 SV1466'(NW) FOR 0.75 MILE TO T-ROAD ON TOP OF THE RIDGE.  TURN RIGHT
 SV1466'(N) AND GO 0.2 MILE TO END OF ROAD AND THE STATION.
 SV1466
 SV1466                          STATION RECOVERY (1960)
 SV1466
 SV1466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 SV1466'TO REACH FROM THE HONEYSUCKLE CAMPGROUND ON THE
 SV1466'NORTH FORK OF THE COEUR D ALENE RIVER, DRIVE ABOUT 100 YDS. E. TO A
 SV1466'RD. JUNCTION AT THE NE. END OF A BRIDGE, TURN LEFT (N.) UP THE NORTH
 SV1466'FORK OF THE COEUR D ALENE RIVER FOR 3.2 MI. TO A Y-RD., TAKE RIGHT
 SV1466'FORK 1 MI. TO A RD. FORK, CONTINUE STRAIGHT AHEAD FOR 6.6 MI. TO A RD.
 SV1466'JUNCTION, TAKE LEFT FORK --CROOKED RIDGE RD.-- FOR 1.35 MI. TO A RD.
 SV1466'JUNCTION, CONTINUE STRAIGHT AHEAD (N.) FOR 1.4 MI. TO A RD. JUNCTION,
 SV1466'CONTINUE STRAIGHT AHEAD FOR 3.4 MI. TO RD. JUNCTION, TAKE LEFT FORK
 SV1466'PER SIGN --HAMILTON MTN. 1 - GRIFFITH PEAK 7-- FOR 0.3 MI. AND Y-RD.,
 SV1466'TAKE LEFT FORK FOR 0.8 MI. TO TOP OF RIDGE AND RD. JUNCTION, TAKE
 SV1466'RIGHT FORK FOR 0.2 MI. AND STATION ON RIDGE ON RIGHT.
 SV1466'
 SV1466'STATION MARK--A STANDARD BRONZE DISK SET IN CONCRETE IN A DEPRESSION
 SV1466'IN OUTCROPPING BEDROCK, THE TOP OF WHICH PROJECTS ABOUT 1 FT.  IT IS
 SV1466'STAMPED---HAMILTON 1940---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI7258 ***********************************************************************
 AI7258  DESIGNATION -  HAMMER GPS BASE STATION ARP
 AI7258  PID         -  AI7258
 AI7258  STATE/COUNTY-  ID/JEFFERSON
 AI7258  USGS QUAD   -  HAMER (1964)
 AI7258
 AI7258                         *CURRENT SURVEY CONTROL
 AI7258  ___________________________________________________________________
 AI7258* NAD 83(1999)-  43 57 45.88586(N)    112 09 59.58588(W)     ADJUSTED  
 AI7258* NAVD 88     -      1540.8    (meters)    5055.     (feet)  GPS OBS   
 AI7258  ___________________________________________________________________
 AI7258  X           -  -1,735,374.165 (meters)                     COMP
 AI7258  Y           -  -4,259,510.980 (meters)                     COMP
 AI7258  Z           -   4,406,174.937 (meters)                     COMP
 AI7258  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AI7258  ELLIP HEIGHT-        1529.64  (meters)          (09/01/00) GPS OBS
 AI7258  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 AI7258
 AI7258  HORZ ORDER  -  A
 AI7258  ELLP ORDER  -  THIRD     CLASS I
 AI7258
 AI7258.The horizontal coordinates were established by GPS observations
 AI7258.and adjusted by the National Geodetic Survey in September 2000..
 AI7258.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AI7258.DATUM ITEM on the data sheet items page.
 AI7258
 AI7258.The orthometric height was determined by GPS observations and a
 AI7258.high-resolution geoid model.
 AI7258
 AI7258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7258
 AI7258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7258
 AI7258.The ellipsoidal height was determined by GPS observations
 AI7258.and is referenced to NAD 83.
 AI7258
 AI7258.The geoid height was determined by GEOID03.
 AI7258
 AI7258;                    North         East     Units Scale Factor Converg.
 AI7258;SPC ID E     -   255,056.061   200,009.232   MT  0.99994737   +0 00 00.3
 AI7258;UTM  12      - 4,868,396.554   406,414.014   MT  0.99970772   -0 48 35.5
 AI7258
 AI7258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7258!SPC ID E     -   0.99976020  x   0.99994737  =   0.99970758
 AI7258!UTM  12      -   0.99976020  x   0.99970772  =   0.99946799
 AI7258
 AI7258                          SUPERSEDED SURVEY CONTROL
 AI7258
 AI7258.No superseded survey control is available for this station.
 AI7258
 AI7258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0641468397(NAD 83)
 AI7258_MARKER: I = METAL ROD
 AI7258_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI7258_MARK LOGO: NONE  
 AI7258_MAGNETIC: I = MARKER IS A STEEL ROD
 AI7258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7258+STABILITY: POSITION/ELEVATION WELL
 AI7258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7258+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1999
 AI7258
 AI7258  HISTORY     - Date     Condition        Report By
 AI7258  HISTORY     - 1998     MONUMENTED       UTU
 AI7258  HISTORY     - 19990708 GOOD             GROSCH
 AI7258  HISTORY     - 19990813 GOOD             NGS
 AI7258
 AI7258                          STATION DESCRIPTION
 AI7258
 AI7258'DESCRIBED BY P E GROSCH CONSTRUCTION INCORPORATED 1999 (BWF)
 AI7258'THE STATION IS A CORS OPERATED BY THE UNIVERSITY OF UTAH AS PART OF
 AI7258'THE SNAKE RIVER PLAIN GPS NETWORK.  THE CORS IS COLLOCATED WITH A NOAA
 AI7258'AWAS METEOROLOGICAL STATION AT HAMER, IDAHO.  THE CORS INCLUDES A
 AI7258'SUBSTANTIAL MONUMENT WHICH IS AN INVAR ROD BORED INTO BASALT AND
 AI7258'SURFACE SUPPORTED BY PIPE COLLARS AND CONCRETE.  IT WAS NOT CLEAR
 AI7258'WHETHER THE GPS ANTENNA (A TRIMBLE DORNE-MARGOLIN CHOKE RING ANTENNA)
 AI7258'WAS AFFIXED TO THE TOP OF THE MONUMENT OR THE NOAA TOWER AT THE SITE.
 AI7258'BACKGROUND INFO AND SITE PHOTOGRAPHS ARE AVAILABLE AT
 AI7258'WWW.UNAVCO.UCAR.EDU.  DATA AND STATION LOGS ARE AVAILABLE THROUGH THE
 AI7258'UNAVCO BOULDER FACILITY ARCHIVE AT
 AI7258'//ARCHIVE.UNAVCO.UCAR.EDU/CGI-BIN/DMG/.
 AI7258
 AI7258                          STATION RECOVERY (1999)
 AI7258
 AI7258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI7258'STATION IS A UNAVCO CORS-HAMG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0474 ***********************************************************************
 NV0474  DESIGNATION -  HAMMETT
 NV0474  PID         -  NV0474
 NV0474  STATE/COUNTY-  ID/ELMORE
 NV0474  USGS QUAD   -  HAMMETT (1992)
 NV0474
 NV0474                         *CURRENT SURVEY CONTROL
 NV0474  ___________________________________________________________________
 NV0474* NAD 83(1992)-  42 56 44.98576(N)    115 28 12.33668(W)     ADJUSTED  
 NV0474* NAVD 88     -       772.730  (meters)    2535.20   (feet)  ADJUSTED  
 NV0474  ___________________________________________________________________
 NV0474  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 NV0474  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 NV0474  DYNAMIC HT  -         772.424 (meters)    2534.19  (feet)  COMP
 NV0474  MODELED GRAV-     980,199.0   (mgal)                       NAVD 88
 NV0474
 NV0474  HORZ ORDER  -  THIRD
 NV0474  VERT ORDER  -  FIRST     CLASS II
 NV0474
 NV0474.The horizontal coordinates were established by classical geodetic methods
 NV0474.and adjusted by the National Geodetic Survey in July 1992..
 NV0474
 NV0474.The orthometric height was determined by differential leveling
 NV0474.and adjusted by the National Geodetic Survey in June 1991..
 NV0474.WARNING-Repeat measurements at this control monument indicate possible
 NV0474.vertical movement.
 NV0474
 NV0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0474
 NV0474.The geoid height was determined by GEOID03.
 NV0474
 NV0474.The dynamic height is computed by dividing the NAVD 88
 NV0474.geopotential number by the normal gravity value computed on the
 NV0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0474.degrees latitude (g = 980.6199 gals.).
 NV0474
 NV0474.The modeled gravity was interpolated from observed gravity values.
 NV0474
 NV0474;                    North         East     Units Scale Factor Converg.
 NV0474;SPC ID W     -   142,116.962   822,842.369   MT  0.99993975   +0 11 26.5
 NV0474;UTM  11      - 4,755,934.700   624,810.736   MT  0.99979164   +1 02 32.9
 NV0474
 NV0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0474!SPC ID W     -   0.99988134  x   0.99993975  =   0.99982110
 NV0474!UTM  11      -   0.99988134  x   0.99979164  =   0.99967300
 NV0474
 NV0474:                Primary Azimuth Mark                     Grid Az
 NV0474:SPC ID W     -  HAMMETT UNION PACIFIC RR TANK            028 49 52.1
 NV0474:UTM  11      -  HAMMETT UNION PACIFIC RR TANK            027 58 45.7
 NV0474
 NV0474|---------------------------------------------------------------------|
 NV0474| PID    Reference Object                     Distance      Geod. Az  |
 NV0474|                                                           dddmmss.s |
 NV0474| NV1153 HAMMETT UNION PACIFIC RR TANK       APPROX. 0.6 KM 0290118.6 |
 NV0474| NV1156 HAMMETT SCHSE SW CORNER              61.110 METERS 04553     |
 NV0474| CD5211 HAMMETT AZ MK                                      2675620.3 |
 NV0474|---------------------------------------------------------------------|
 NV0474
 NV0474                          SUPERSEDED SURVEY CONTROL
 NV0474
 NV0474  NAD 83(1986)-  42 56 44.98569(N)    115 28 12.33298(W) AD(       ) 3
 NV0474  NAD 27      -  42 56 45.35300(N)    115 28 09.06000(W) AD(       ) 3
 NV0474  NGVD 29 (??/??/92)  771.929  (m)         2532.57   (f) ADJ UNCH    1 2
 NV0474
 NV0474.Superseded values are not recommended for survey control.
 NV0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0474.See file dsdata.txt to determine how the superseded data were derived.
 NV0474
 NV0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2481155935(NAD 83)
 NV0474_MARKER: DS = TRIANGULATION STATION DISK
 NV0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0474_STAMPING: HAMMETT 1944
 NV0474_MARK LOGO: CGS   
 NV0474_PROJECTION: PROJECTING 5 CENTIMETERS
 NV0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0474+STABILITY: SURFACE MOTION
 NV0474
 NV0474  HISTORY     - Date     Condition        Report By
 NV0474  HISTORY     - 1945     MONUMENTED       CGS
 NV0474  HISTORY     - 1960     GOOD             NGS
 NV0474  HISTORY     - 1983     GOOD             NGS
 NV0474
 NV0474                          STATION DESCRIPTION
 NV0474
 NV0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV0474'STATION IS LOCATED IN THE VILLAGE OF HAMMETT, TWO BLOCKS
 NV0474'W OF THE MAIN INTERSECTION, IN THE SW CORNER OF THE HAMMETT
 NV0474'PUBLIC SCHOOL GROUNDS, 61.110 METERS SW OF THE SW CORNER OF
 NV0474'THE SCHOOL, 42.5 FEET N OF THE CENTER LINE OF U.S. HIGHWAY
 NV0474'30, AND 19 FEET NE OF THE SW CORNER OF A FENCE.
 NV0474'
 NV0474'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 NV0474'SURFACE MARK IS STAMPED HAMMETT 1945 AND PROJECTS ABOUT 1 FOOT.
 NV0474'
 NV0474'NO REFERENCE MARK WAS SET.
 NV0474'
 NV0474'AZIMUTH MARK IS ON THE S SIDE OF U.S. HIGHWAY 30, 8 FEET SE
 NV0474'OF A 3-FOOT ELM TREE, 5 FEET N OF E-W FENCE LINE, AND 22 FEET
 NV0474'S OF THE CENTER LINE OF U.S. HIGHWAY 30.  IT IS SET IN A HEAD
 NV0474'WALL OF A CULVERT.
 NV0474'
 NV0474'TO REACH STATION FROM THE MAIN INTERSECTION IN THE VILLAGE
 NV0474'OF HAMMETT, GO W TWO BLOCKS TO THE STATION.
 NV0474
 NV0474                          STATION RECOVERY (1960)
 NV0474
 NV0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NV0474'IN HAMMETT.
 NV0474'AT HAMMETT, ELMORE COUNTY, ALONG U. S. HIGHWAY 30 IN THE SOUTHWEST
 NV0474'CORNER OF THE GRADE SCHOOL YARD, 5 FEET ABOVE THE HIGHWAY AND 6 INCHES
 NV0474'ABOUT THE GROUND.  A TRIANGULATION STATION DISK SET IN THE TOP OF A
 NV0474'CONCRETE POST.  STAMPED HAMMETT 1944.
 NV0474
 NV0474                          STATION RECOVERY (1983)
 NV0474
 NV0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0474'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM
 NV0474'(0.2 MI) WEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE JUNCTION OF
 NV0474'STATE HIGHWAY 78 AT HAMMETT, IN THE SOUTHWEST CORNER OF THE OLD
 NV0474'HAMMETT SCHOOL PROPERTY (WHICH IS NOW A PRIVATE RESIDENCE),
 NV0474'12.9 METERS (42.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 61.1 METERS
 NV0474'(200 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD SCHOOL HOUSE,
 NV0474'0.5 METER (1.5 FT) NORTH OF A FENCE.
 NV0474'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 NV0474'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1014 ***********************************************************************
 OZ1014  DESIGNATION -  HAMMETT PACIFIC NW PLINE MAST
 OZ1014  PID         -  OZ1014
 OZ1014  STATE/COUNTY-  ID/ELMORE
 OZ1014  USGS QUAD   -  HOT SPRINGS CREEK RESERVOIR (1986)
 OZ1014
 OZ1014                         *CURRENT SURVEY CONTROL
 OZ1014  ___________________________________________________________________
 OZ1014* NAD 83(1992)-  43 02 12.17466(N)    115 27 26.09852(W)     ADJUSTED  
 OZ1014* NAVD 88     -                                                        
 OZ1014  ___________________________________________________________________
 OZ1014  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 OZ1014  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 OZ1014
 OZ1014  HORZ ORDER  -  THIRD
 OZ1014
 OZ1014.The horizontal coordinates were established by classical geodetic methods
 OZ1014.and adjusted by the National Geodetic Survey in July 1992..
 OZ1014
 OZ1014
 OZ1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1014
 OZ1014.The geoid height was determined by GEOID03.
 OZ1014
 OZ1014;                    North         East     Units Scale Factor Converg.
 OZ1014;SPC ID W     -   152,216.604   823,855.351   MT  0.99994033   +0 11 59.3
 OZ1014;UTM  11      - 4,766,046.808   625,673.213   MT  0.99979429   +1 03 10.8
 OZ1014
 OZ1014                          SUPERSEDED SURVEY CONTROL
 OZ1014
 OZ1014  NAD 83(1986)-  43 02 12.17428(N)    115 27 26.09400(W) AD(       ) 4
 OZ1014  NAD 27      -  43 02 12.54200(N)    115 27 22.82300(W) AD(       ) 3
 OZ1014
 OZ1014.Superseded values are not recommended for survey control.
 OZ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1014.See file dsdata.txt to determine how the superseded data were derived.
 OZ1014
 OZ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2567366047(NAD 83)
 OZ1014
 OZ1014  HISTORY     - Date     Condition        Report By
 OZ1014  HISTORY     - 1959     MONUMENTED       CGS
 OZ1014
 OZ1014                          STATION DESCRIPTION
 OZ1014
 OZ1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1014'A STEEL FABRICATE TOWER OR MAST AT NO. 11 COMPRESSOR STATION
 OZ1014'OF THE PACIFIC NORTHWEST PIPELINE CORPORATION, LOCATED ON THE
 OZ1014'FLAT BENCH ABOVE THE SNAKE RIVER, 6-1/2 MILES NORTHWEST FROM
 OZ1014'HAMMETT, 12-1/2 MILES EASTWARD FROM MOUNTAIN HOME.  THE TOP
 OZ1014'AND CENTER SECTION OF THE MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1156 ***********************************************************************
 NV1156  DESIGNATION -  HAMMETT SCHSE SW CORNER
 NV1156  PID         -  NV1156
 NV1156  STATE/COUNTY-  ID/ELMORE
 NV1156  USGS QUAD   -  HAMMETT (1992)
 NV1156
 NV1156                         *CURRENT SURVEY CONTROL
 NV1156  ___________________________________________________________________
 NV1156* NAD 83(1992)-  42 56 46.36429(N)    115 28 10.40141(W)     ADJUSTED  
 NV1156* NAVD 88     -       773.     (meters)    2536.     (feet)  SCALED    
 NV1156  ___________________________________________________________________
 NV1156  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 NV1156  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 NV1156
 NV1156  HORZ ORDER  -  SECOND
 NV1156
 NV1156.The horizontal coordinates were established by classical geodetic methods
 NV1156.and adjusted by the National Geodetic Survey in July 1992..
 NV1156
 NV1156.The orthometric height was scaled from a topographic map.
 NV1156
 NV1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1156
 NV1156.The geoid height was determined by GEOID03.
 NV1156
 NV1156;                    North         East     Units Scale Factor Converg.
 NV1156;SPC ID W     -   142,159.645   822,886.097   MT  0.99993977   +0 11 27.9
 NV1156;UTM  11      - 4,755,978.022   624,853.818   MT  0.99979177   +1 02 34.2
 NV1156
 NV1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1156!SPC ID W     -   0.99988133  x   0.99993977  =   0.99982111
 NV1156!UTM  11      -   0.99988133  x   0.99979177  =   0.99967312
 NV1156
 NV1156                          SUPERSEDED SURVEY CONTROL
 NV1156
 NV1156  NAD 83(1986)-  42 56 46.36422(N)    115 28 10.39771(W) AD(       ) 2
 NV1156  NAD 27      -  42 56 46.73100(N)    115 28 07.12500(W) AD(       ) 2
 NV1156
 NV1156.Superseded values are not recommended for survey control.
 NV1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1156.See file dsdata.txt to determine how the superseded data were derived.
 NV1156
 NV1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2485455978(NAD 83)
 NV1156
 NV1156  HISTORY     - Date     Condition        Report By
 NV1156  HISTORY     - 1945     MONUMENTED       CGS
 NV1156
 NV1156                          STATION DESCRIPTION
 NV1156
 NV1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV1156'SEE STATION HAMMETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1153 ***********************************************************************
 NV1153  DESIGNATION -  HAMMETT UNION PACIFIC RR TANK
 NV1153  PID         -  NV1153
 NV1153  STATE/COUNTY-  ID/ELMORE
 NV1153  USGS QUAD   -  HAMMETT (1992)
 NV1153
 NV1153                         *CURRENT SURVEY CONTROL
 NV1153  ___________________________________________________________________
 NV1153* NAD 83(1992)-  42 57 01.47653(N)    115 27 59.88165(W)     ADJUSTED  
 NV1153* NAVD 88     -                                                        
 NV1153  ___________________________________________________________________
 NV1153  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 NV1153  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 NV1153
 NV1153  HORZ ORDER  -  THIRD
 NV1153
 NV1153.The horizontal coordinates were established by classical geodetic methods
 NV1153.and adjusted by the National Geodetic Survey in July 1992..
 NV1153
 NV1153
 NV1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1153
 NV1153.The geoid height was determined by GEOID03.
 NV1153
 NV1153;                    North         East     Units Scale Factor Converg.
 NV1153;SPC ID W     -   142,626.759   823,122.993   MT  0.99993991   +0 11 35.1
 NV1153;UTM  11      - 4,756,448.537   625,083.710   MT  0.99979248   +1 02 41.7
 NV1153
 NV1153                          SUPERSEDED SURVEY CONTROL
 NV1153
 NV1153  NAD 83(1986)-  42 57 01.47600(N)    115 27 59.87859(W) AD(       ) 4
 NV1153  NAD 27      -  42 57 01.84300(N)    115 27 56.60600(W) AD(       ) 3
 NV1153
 NV1153.Superseded values are not recommended for survey control.
 NV1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1153.See file dsdata.txt to determine how the superseded data were derived.
 NV1153
 NV1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2508456449(NAD 83)
 NV1153
 NV1153  HISTORY     - Date     Condition        Report By
 NV1153  HISTORY     - 1945     MONUMENTED       CGS
 NV1153
 NV1153                          STATION DESCRIPTION
 NV1153
 NV1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1153'STATION IS THE UNION PACIFIC RAILROAD WATER TANK NEAR HAMMETT,
 NV1153'0.1 MILE W OF THE RAILROAD STATION, 75 FEET W OF A GRAVEL
 NV1153'ROAD, AND 0.3 MILE N OF U.S. HIGHWAY 30.  IT IS A CYLINDRICAL
 NV1153'STEEL TANK 24 FEET HIGH, 36 FEET IN DIAMETER, AND SUPPORTED
 NV1153'BY SEVERAL STEEL LEGS.  THE OVER-ALL HEIGHT IS 60 FEET.  THE
 NV1153'SIDES ARE PAINTED BLACK WITH ALUMINUM TOP.
 NV1153'
 NV1153'THE POINT OBSERVED UPON WAS A SMALL CONE ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0887 ***********************************************************************
 OY0887  DESIGNATION -  HANSEN
 OY0887  PID         -  OY0887
 OY0887  STATE/COUNTY-  ID/BINGHAM
 OY0887  USGS QUAD   -  PINGREE (1979)
 OY0887
 OY0887                         *CURRENT SURVEY CONTROL
 OY0887  ___________________________________________________________________
 OY0887* NAD 83(1992)-  43 04 48.13730(N)    112 37 02.94337(W)     ADJUSTED  
 OY0887* NAVD 88     -      1345.     (meters)    4413.     (feet)  SCALED    
 OY0887  ___________________________________________________________________
 OY0887  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 OY0887  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 OY0887
 OY0887  HORZ ORDER  -  FIRST
 OY0887
 OY0887.The horizontal coordinates were established by classical geodetic methods
 OY0887.and adjusted by the National Geodetic Survey in July 1992..
 OY0887
 OY0887.The orthometric height was scaled from a topographic map.
 OY0887
 OY0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0887
 OY0887.The geoid height was determined by GEOID03.
 OY0887
 OY0887;                    North         East     Units Scale Factor Converg.
 OY0887;SPC ID E     -   157,088.454   163,289.552   MT  0.99996394   -0 18 28.5
 OY0887;UTM  12      - 4,770,972.543   368,331.574   MT  0.99981327   -1 06 17.8
 OY0887
 OY0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0887!SPC ID E     -   0.99979114  x   0.99996394  =   0.99975508
 OY0887!UTM  12      -   0.99979114  x   0.99981327  =   0.99960445
 OY0887
 OY0887:                Primary Azimuth Mark                     Grid Az
 OY0887:SPC ID E     -  BEACON 15                                082 03 35.2
 OY0887:UTM  12      -  BEACON 15                                082 51 24.5
 OY0887
 OY0887|---------------------------------------------------------------------|
 OY0887| PID    Reference Object                     Distance      Geod. Az  |
 OY0887|                                                           dddmmss.s |
 OY0887| OY0851 BEACON 15                           APPROX.17.0 KM 0814506.7 |
 OY0887| NU1559 ALAMEDA WHITE WATER TANK            APPROX.25.8 KM 1460146.6 |
 OY0887| NU1547 POCATELLO UNION PACIFIC STACK       APPROX.26.7 KM 1502026.8 |
 OY0887| CN3678 HANSEN RM 1                          17.475 METERS 15425     |
 OY0887| NU1617 AIRWAY BN 14 3 MI S OF MICHAUD      APPROX.24.9 KM 1830350.6 |
 OY0887| CN3679 HANSEN RM 2                          19.029 METERS 24203     |
 OY0887| CN3677 HANSEN AZ MK                                       2753657.1 |
 OY0887|---------------------------------------------------------------------|
 OY0887
 OY0887                          SUPERSEDED SURVEY CONTROL
 OY0887
 OY0887  NAD 83(1986)-  43 04 48.13193(N)    112 37 02.92843(W) AD(       ) 1
 OY0887  NAD 27      -  43 04 48.43900(N)    112 36 59.97400(W) AD(       ) 1
 OY0887
 OY0887.Superseded values are not recommended for survey control.
 OY0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0887.See file dsdata.txt to determine how the superseded data were derived.
 OY0887
 OY0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN6833270973(NAD 83)
 OY0887_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0887
 OY0887  HISTORY     - Date     Condition        Report By
 OY0887  HISTORY     - 1936     MONUMENTED       CGS
 OY0887  HISTORY     - 1949     GOOD             USGS
 OY0887  HISTORY     - 1969     GOOD             CGS
 OY0887
 OY0887                          STATION DESCRIPTION
 OY0887
 OY0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 OY0887'STATION IS LOCATED ON A FLAT SAGE-COVERED KNOLL 175 PACES SE OF
 OY0887'TELEPHONE NO. 370, 366 FEET S OF THE CENTER OF STATE HIGHWAY
 OY0887'39, ABOUT 1/4 MILE E OF RAILROAD TRACKS, 3 MILES E OF SPRINGFIELD
 OY0887'AND 2-1/2 MILES S AND 1 MILE W OF PINGREE, IN THE NE 1/4
 OY0887'SECTION 17, T 4 S, R 33 E.
 OY0887'
 OY0887'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 OY0887'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OY0887'
 OY0887'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE ROAD
 OY0887'CULVERT, IN S END 13.1 FEET FROM THE CENTER OF THE ROAD,
 OY0887'0.8 MILE W OF STATION AT POINT IN ROAD DUE N OF STATION.
 OY0887'
 OY0887'TO REACH STATION FROM THE CITY LIMITS AT THE W END OF BLACKFOOT,
 OY0887'CONTINUE ON STATE HIGHWAY 39 FOR 4.2 MILES, THEN TAKE LEFT
 OY0887'FORK AND CONTINUE ON STATE HIGHWAY 39 FOR 12 MILES TO THE
 OY0887'LONE STAR SHELL SERVICE STATION, THEN CONTINUE FOR 3.5 MILES
 OY0887'AND TURN RIGHT OFF HIGHWAY THROUGH SAGE FOR 0.05 MILE TO
 OY0887'STATION.
 OY0887
 OY0887                          STATION RECOVERY (1949)
 OY0887
 OY0887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 OY0887'STATION FOUND AS DESCRIBED.
 OY0887'
 OY0887'STATION MARK--STANDARD BRONZE DISK SET IN CONCRETE.
 OY0887
 OY0887                          STATION RECOVERY (1969)
 OY0887
 OY0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 OY0887'THE STATION MARK, STAMPED HANSEN 1936, REFERENCE MARK NO. 1, STAMPED
 OY0887'HANSEN NO 1 1936 AND REFERENCE MARK NO. 2, STAMPED HANSEN NO 2 1936
 OY0887'WERE RECOVERED IN GOOD CONDITION.  A METAL WITNESS POST WAS PLACED
 OY0887'2 FEET EAST OF THE STATION MARK.  THE AZIMUTH MARK WAS SEARCHED
 OY0887'FOR BUT NOT RECOVERED.  ROADS HAVE CHANGED.  A NEW TO REACH
 OY0887'FOLLOWS.
 OY0887'
 OY0887'TO REACH THE STATION FROM THE SPRINGFIELD POST OFFICE GO EAST ON
 OY0887'STATE HIGHWAY 39 FOR 3.1 MILES, TO WHERE THE HIGHWAY CURVES NORTH,
 OY0887'0.1 MILE AFTER CROSSING THE RAILROAD TRACKS, AND A MACADAM ROAD
 OY0887'STRAIGHT AHEAD, CONTINUE EAST ON THE MACADAM ROAD FOR 0.3 MILE TO
 OY0887'THE END OF TRUCK TRAVEL.  THEN HIKE SOUTH IN THE PASTURE FOR 400
 OY0887'FEET TO THE STATION.
 OY0887'
 OY0887'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 OY0887'EAST OF SPRINGFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1299 ***********************************************************************
 RA1299  DESIGNATION -  HARD
 RA1299  PID         -  RA1299
 RA1299  STATE/COUNTY-  ID/IDAHO
 RA1299  USGS QUAD   -  HAZARD LAKE (1963)
 RA1299
 RA1299                         *CURRENT SURVEY CONTROL
 RA1299  ___________________________________________________________________
 RA1299* NAD 83(1992)-  45 10 39.20217(N)    116 11 42.12129(W)     ADJUSTED  
 RA1299* NAVD 88     -      2478.0    (meters)    8130.     (feet)  VERTCON   
 RA1299  ___________________________________________________________________
 RA1299  LAPLACE CORR-           8.06  (seconds)                    DEFLEC99
 RA1299  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 RA1299
 RA1299  HORZ ORDER  -  FIRST
 RA1299
 RA1299.The horizontal coordinates were established by classical geodetic methods
 RA1299.and adjusted by the National Geodetic Survey in July 1992..
 RA1299
 RA1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1299
 RA1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1299
 RA1299.The geoid height was determined by GEOID03.
 RA1299
 RA1299;                    North         East     Units Scale Factor Converg.
 RA1299;SPC ID W     -   390,133.638   765,021.380   MT  0.99994837   -0 18 56.4
 RA1299;UTM  11      - 5,002,990.090   563,247.395   MT  0.99964918   +0 34 15.5
 RA1299
 RA1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1299!SPC ID W     -   0.99961395  x   0.99994837  =   0.99956234
 RA1299!UTM  11      -   0.99961395  x   0.99964918  =   0.99926326
 RA1299
 RA1299|---------------------------------------------------------------------|
 RA1299| PID    Reference Object                     Distance      Geod. Az  |
 RA1299|                                                           dddmmss.s |
 RA1299| CH7482 HARD RM 1                            10.352 METERS 09403     |
 RA1299| RA1298 GRANITE MTN LOOKOUT HOUSE           APPROX. 9.4 KM 1855536.8 |
 RA1299| CH7483 HARD RM 2                             7.470 METERS 21912     |
 RA1299| CH7481 HARD AZ MK                                         3431522.9 |
 RA1299|---------------------------------------------------------------------|
 RA1299
 RA1299                          SUPERSEDED SURVEY CONTROL
 RA1299
 RA1299  NAD 83(1986)-  45 10 39.20208(N)    116 11 42.11856(W) AD(       ) 1
 RA1299  NAD 27      -  45 10 39.60389(N)    116 11 38.69222(W) AD(       ) 1
 RA1299  NGVD 29 (07/19/86) 2476.7    (m)         8126.     (f) VERT ANG       
 RA1299
 RA1299.Superseded values are not recommended for survey control.
 RA1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1299.See file dsdata.txt to determine how the superseded data were derived.
 RA1299
 RA1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6324702990(NAD 83)
 RA1299_MARKER: DS = TRIANGULATION STATION DISK
 RA1299_SETTING: 80 = SET IN A BOULDER
 RA1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1299+STABILITY: SURFACE MOTION
 RA1299
 RA1299  HISTORY     - Date     Condition        Report By
 RA1299  HISTORY     - 1946     MONUMENTED       CGS
 RA1299  HISTORY     - 1962     GOOD             USGS
 RA1299  HISTORY     - 1984     GOOD             LOCENG
 RA1299
 RA1299                          STATION DESCRIPTION
 RA1299
 RA1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1299'STATION IS LOCATED ABOUT 14-1/2 MILES N AND 4-3/4 MILES E OF NEW
 RA1299'MEADOWS, ON HIGH POINT OF DIVIDE BETWEEN HARD AND HAZARD CREEKS,
 RA1299'ABOUT 1 MILE W OF HEAD OF CORRAL CREEK, 1 MILE NNE OF GRASS
 RA1299'MOUNTAIN LAKES, 3 MILES W OF UPPER HAZARD LAKE, IN PAYETTE NATIONAL
 RA1299'FOREST.
 RA1299'
 RA1299'STATION MARK, STAMPED HARD 1946, IS A BRONZE STATION DISK SET IN TOP
 RA1299'OF A LARGE GRANITE BOULDER, 24 BY 30 INCHES, AND PROJECTING 3 INCHES
 RA1299'ABOVE THE GROUND.  IT IS LOCATED ON HIGHEST POINT OF RIDGE.
 RA1299'
 RA1299'REFERENCE MARK 1, STAMPED HARD NO 1 1946, IS A BRONZE REFERENCE DISK
 RA1299'SET IN A CEMENT POST, POSSIBLY CONNECTED WITH BEDROCK BELOW SURFACE,
 RA1299'WHICH IS 8 BY 8 INCHES AND PROJECTS 2 INCHES.  IT IS 3 FEET LOWER
 RA1299'THAN STATION.
 RA1299'
 RA1299'REFERENCE MARK 2, STAMPED HARD NO 2 1946, IS A BRONZE REFERENCE DISK
 RA1299'SET IN A LARGE GRANITE BOULDER, 24 BY 48 INCHES, AND PROJECTING 22
 RA1299'INCHES ABOVE SURFACE OF GROUND, BELOW CREST ON SW SLOPE OF RIDGE.
 RA1299'IT IS 2 FEET LOWER THAN THE STATION MARK.
 RA1299'
 RA1299'AZIMUTH MARK, STAMPED HARD 1946, IS A BRONZE AZIMUTH DISK SET FLUSH
 RA1299'WITH TOP OF GRANITE BOULDER PROJECTING 8 INCHES.  IT IS ABOUT 75
 RA1299'FEET E OF CREST OF RIDGE, 25 FEET W OF A BLAZED LONE PINE TREE, 0.3
 RA1299'MILE N OF STATION SITE, ON S SLOPE OF RIDGE ACROSS SADDLE FROM
 RA1299'STATION.
 RA1299'
 RA1299'TO REACH FROM JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 15 IN N
 RA1299'EDGE OF NEW MEADOWS, GO E ON HIGHWAY 15 FOR 4.1 MILES, THENCE SHARP
 RA1299'LEFT ON DIRT ROAD AS PER SIGN HAZARD LAKE 25 GOOSE LAKE 10 AND GO
 RA1299'0.2 MILE TO A FORK.  KEEP LEFT FORK FOR 10.1 MILES, PASS TO RIGHT
 RA1299'OF GOOSE LAKE AND CONTINUE 8.1 MILES TO END OF TRUCK TRAVEL WHERE
 RA1299'ROAD MAKES SWITCH-BACK TO RIGHT AND SIGN READS VANCE CREEK
 RA1299'TRAIL, GRASSY MTN TRAIL, TWIN LAKES 1-1/2 MILES.  STATION HILL
 RA1299'IS NOT VISIBLE FROM HERE, BUT IS ABOUT 1 MILE DISTANT AND A
 RA1299'LITTLE N OF W.  FOLLOW GRASSY MOUNTAIN TRAIL W FOR ABOUT 1/4
 RA1299'MILE TO POINT WHERE TRAIL BEARS LEFT ALONG SE SLOPE OF RIDGE.  BEAR
 RA1299'RIGHT, LEAVING TRAIL, AND GO W UP RIDGE ABOUT 3/4 MILE TO HIGHEST
 RA1299'POINT AND STATION.  ABOUT A 1-HOUR PACK.
 RA1299
 RA1299                          STATION RECOVERY (1962)
 RA1299
 RA1299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RA1299'DESCRIPTION AND POSITION LISTED IN NGS QUAD 45116-2, STATION 1014.
 RA1299'
 RA1299'RECOVERED BY USGS IN 1962.  REACHED BY HELICOPTER.
 RA1299'
 RA1299'STATION MARK--A BRONZE STATION DISK STAMPED---HARD 1946---, SET IN
 RA1299'TOP OF A LARGE GRANITE BOULDER, 24 BY 30 IN., AND PROJECTING 3 IN.
 RA1299'ABOVE THE GROUND.
 RA1299
 RA1299                          STATION RECOVERY (1984)
 RA1299
 RA1299'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (JJP)
 RA1299'HARD 1946 RECOVERED GOOD.
 RA1299'
 RA1299'ONE-HALF OF SURFACE MORTAR IS GONE FROM STATION MARK BUT DISK IS
 RA1299'FIRM.  THERE WAS NO SIGN POST.  R.M. 1 (STAMPED HARD NO 1 1946) IS
 RA1299'IN GOOD CONDITION.  ONE-HALF OF SURFACE MORTAR IS GONE FROM R.M. 2
 RA1299'(STAMPED HARD NO 2 1946) BUT DISK IS FIRM.  A SEARCH WAS MADE
 RA1299'FOR THE AZIMUTH MARK, BUT IT WAS NOT RECOVERED.  THE TO REACH
 RA1299'INSTRUCTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1428 ***********************************************************************
 RA1428  DESIGNATION -  HARD BUTTE LOH
 RA1428  PID         -  RA1428
 RA1428  STATE/COUNTY-  ID/IDAHO
 RA1428  USGS QUAD   -  PATRICK BUTTE (1964)
 RA1428
 RA1428                         *CURRENT SURVEY CONTROL
 RA1428  ___________________________________________________________________
 RA1428* NAD 83(1992)-  45 15 37.89422(N)    116 12 36.00408(W)     ADJUSTED  
 RA1428* NAVD 88     -      2640.6    (meters)    8663.     (feet)  VERTCON   
 RA1428  ___________________________________________________________________
 RA1428  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 RA1428  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 RA1428
 RA1428  HORZ ORDER  -  THIRD
 RA1428
 RA1428.The horizontal coordinates were established by classical geodetic methods
 RA1428.and adjusted by the National Geodetic Survey in July 1992..
 RA1428
 RA1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1428
 RA1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1428
 RA1428.The geoid height was determined by GEOID03.
 RA1428
 RA1428;                    North         East     Units Scale Factor Converg.
 RA1428;SPC ID W     -   399,360.572   763,897.519   MT  0.99994935   -0 19 36.3
 RA1428;UTM  11      - 5,012,195.746   561,981.167   MT  0.99964723   +0 33 40.2
 RA1428
 RA1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1428!SPC ID W     -   0.99958850  x   0.99994935  =   0.99953787
 RA1428!UTM  11      -   0.99958850  x   0.99964723  =   0.99923587
 RA1428
 RA1428                          SUPERSEDED SURVEY CONTROL
 RA1428
 RA1428  NAD 83(1991)-  45 15 37.89451(N)    116 12 36.00184(W) AD(       ) 3
 RA1428  NGVD 29 (11/04/91) 2639.3    (m)         8659.     (f) VERT ANG       
 RA1428
 RA1428.Superseded values are not recommended for survey control.
 RA1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1428.See file dsdata.txt to determine how the superseded data were derived.
 RA1428
 RA1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6198112196(NAD 83)
 RA1428_MARKER: 57 = LOOKOUT TOWER
 RA1428
 RA1428  HISTORY     - Date     Condition        Report By
 RA1428  HISTORY     - 1962     FIRST OBSERVED   USGS
 RA1428
 RA1428                          STATION DESCRIPTION
 RA1428
 RA1428'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RA1428'LOCATED ABOUT 12 MI. (AIRLINE) SE. OF RIGGINS, 8 MI. ESE. OF POLLACK,
 RA1428'4 MI. S. OF PATRICK BUTTE AND ON THE E. EDGE OF SEC. 9, T 22 N, R 2 E.
 RA1428'
 RA1428'STATION MARK--CENTERLINE OF THE U.S. FOREST SERVICE L.O.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1365 ***********************************************************************
 OH1365  DESIGNATION -  HARDTRIGGER
 OH1365  PID         -  OH1365
 OH1365  STATE/COUNTY-  ID/OWYHEE
 OH1365  USGS QUAD   -  OPALENE GULCH (1992)
 OH1365
 OH1365                         *CURRENT SURVEY CONTROL
 OH1365  ___________________________________________________________________
 OH1365* NAD 83(1992)-  43 23 16.81200(N)    116 45 24.42052(W)     ADJUSTED  
 OH1365* NAVD 88     -      1029.8    (meters)    3379.     (feet)  VERTCON   
 OH1365  ___________________________________________________________________
 OH1365  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 OH1365  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 OH1365
 OH1365  HORZ ORDER  -  SECOND
 OH1365
 OH1365.The horizontal coordinates were established by classical geodetic methods
 OH1365.and adjusted by the National Geodetic Survey in July 1992..
 OH1365
 OH1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1365
 OH1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1365
 OH1365.The geoid height was determined by GEOID03.
 OH1365
 OH1365;                    North         East     Units Scale Factor Converg.
 OH1365;SPC ID W     -   191,691.754   718,429.541   MT  1.00001515   -0 41 29.9
 OH1365;UTM  11      - 4,803,932.094   519,698.986   MT  0.99960477   +0 10 01.5
 OH1365
 OH1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1365!SPC ID W     -   0.99984125  x   1.00001515  =   0.99985640
 OH1365!UTM  11      -   0.99984125  x   0.99960477  =   0.99944608
 OH1365
 OH1365:                Primary Azimuth Mark                     Grid Az
 OH1365:SPC ID W     -  HARDTRIGGER AZ MK                        045 14 43.1
 OH1365:UTM  11      -  HARDTRIGGER AZ MK                        044 23 11.7
 OH1365
 OH1365|---------------------------------------------------------------------|
 OH1365| PID    Reference Object                     Distance      Geod. Az  |
 OH1365|                                                           dddmmss.s |
 OH1365| CD5212 HARDTRIGGER AZ MK                                  0443313.2 |
 OH1365| CD5213 HARDTRIGGER RM 1                     21.242 METERS 04532     |
 OH1365| CD5214 HARDTRIGGER RM 2                      7.692 METERS 29704     |
 OH1365|---------------------------------------------------------------------|
 OH1365
 OH1365                          SUPERSEDED SURVEY CONTROL
 OH1365
 OH1365  NAD 83(1991)-  43 23 16.81078(N)    116 45 24.41791(W) AD(       ) 2
 OH1365  NAD 83(1986)-  43 23 16.81087(N)    116 45 24.41798(W) AD(       ) 2
 OH1365  NAD 27      -  43 23 17.24650(N)    116 45 20.94506(W) AD(       ) 2
 OH1365  NGVD 29 (07/19/86) 1028.8    (m)         3375.     (f) VERT ANG       
 OH1365
 OH1365.Superseded values are not recommended for survey control.
 OH1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1365.See file dsdata.txt to determine how the superseded data were derived.
 OH1365
 OH1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1969903932(NAD 83)
 OH1365_MARKER: DS = TRIANGULATION STATION DISK
 OH1365_SETTING: 80 = SET IN A BOULDER
 OH1365_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OH1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1365+STABILITY: SURFACE MOTION
 OH1365
 OH1365  HISTORY     - Date     Condition        Report By
 OH1365  HISTORY     - 1944     MONUMENTED       CGS
 OH1365  HISTORY     - 1956     SEE DESCRIPTION  USGS
 OH1365
 OH1365                          STATION DESCRIPTION
 OH1365
 OH1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1365'STATION IS LOCATED ABOUT 15 MILES SSE OF MARSING, ABOUT 3-1/2
 OH1365'MILES SW OF GIVENS SPRINGS, ON A FLAT-TOPPED HILL JUST W OF
 OH1365'THE DRAINAGE AREA OF HARDTRIGGER CREEK.  IT IS ABOUT 100 FEET
 OH1365'W OF THE HIGHEST POINT OF THE HILL AND ABOUT 250 FEET W OF
 OH1365'A ROCK OUTCROP.
 OH1365'
 OH1365'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 OH1365'A 2- BY 3-FOOT BOULDER THAT PROJECTS ABOUT 2 INCHES.  IT IS
 OH1365'STAMPED HARDTRIGGER 1944.
 OH1365'
 OH1365'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 OH1365'HOLE IN A 1-1/2- BY 2-FOOT BOULDER THAT PROJECTS ABOUT 6 INCHES.
 OH1365'IT IS AT ABOUT THE SAME ELEVATION AS STATION MARK AND IS STAMPED
 OH1365'HARDTRIGGER NO 1 1944.
 OH1365'
 OH1365'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 OH1365'IN A 1-1/2- BY 2-FOOT BOULDER THAT IS FLUSH WITH THE GROUND.
 OH1365'IT IS ABOUT 6 INCHES LOWER IN ELEVATION THAN STATION MARK
 OH1365'AND IS STAMPED HARDTRIGGER NO 2 1944.
 OH1365'
 OH1365'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 OH1365'OUTCROPPING BEDROCK AND IS STAMPED HARDTRIGGER 1944.  IT IS ON
 OH1365'THE W SIDE OF A RIDGE THAT EXTENDS N FROM THE STATION.  IT IS
 OH1365'IN A SECTION OF SCATTERED BOULDERS AND 5 FEET W OF A CAIRN.
 OH1365'
 OH1365'TO REACH STATION FROM THE RAILROAD STATION IN MARSING, GO SE
 OH1365'ON THE MAIN-TRAVELED ROAD ALONG THE S BANK OF THE SNAKE RIVER
 OH1365'FOR 9.9 MILES TO AN OLD SIGNBOARD ON THE RIGHT AT AN INTERSECTION
 OH1365'(PASSING ENROUTE THE GEM DISTRICT PUMPING PLANT AT 3.6 MILES,
 OH1365'AN INTERSECTION AT 6.6 MILES, AND AN INTERSECTION NEAR SQUAW
 OH1365'CREEK AT 8.0 MILES).  AT THE SIGNBOARD TURN RIGHT (W), PASSING
 OH1365'TO THE RIGHT OF THE SIGNBOARD, AND GO 0.4 MILE TO A ROAD LEFT
 OH1365'(SW) JUST BEFORE REACHING CONCRETE FOUNDATION AND FLOOR SET
 OH1365'FOR BUILDING ON RIGHT.  TURN LEFT ON THE ROAD LEADING SW AND
 OH1365'GO 0.3 MILE TO A CROSS ROAD.  AT CROSS ROAD GO STRAIGHT
 OH1365'AHEAD (S) FOR 1.4 MILES TO A REVERSE Y-JUNCTION.  CONTINUE
 OH1365'AHEAD ON MAIN-TRAVELED ROAD ALONG THE CREEK BOTTOM THAT GOES
 OH1365'W AND S FOR 2.5 MILES TO THE TOP OF A SADDLE AND END OF
 OH1365'TRUCK TRAVEL.  PACK NE UP ROCKY SLOPE TO THE SUMMIT OF THE
 OH1365'HILL AND STATION ABOUT 100 FEET W OF THE HIGHEST POINT OF
 OH1365'THE HILL.  ABOUT A 20-MINUTE PACK.
 OH1365'
 OH1365'TO REACH AZIMUTH MARK FROM STATION, PACK NE FOR 0.3 MILE TO
 OH1365'CAIRN AND MARK, 5 FEET W OF CAIRN.
 OH1365
 OH1365                          STATION RECOVERY (1956)
 OH1365
 OH1365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OH1365'STATION MARK--BRONZE STATION DISK SET IN A DRILL HOLE IN A 2 BY 3 FT.
 OH1365'BOULDER THAT PROJECTS ABOUT 2 IN.  IT IS STAMPED
 OH1365'---HARDTRIGGER 1944---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0606 ***********************************************************************
 QY0606  DESIGNATION -  HARMONY
 QY0606  PID         -  QY0606
 QY0606  STATE/COUNTY-  ID/LEMHI
 QY0606  USGS QUAD   -  SAL MOUNTAIN (1989)
 QY0606
 QY0606                         *CURRENT SURVEY CONTROL
 QY0606  ___________________________________________________________________
 QY0606* NAD 83(1992)-  45 00 54.95500(N)    113 50 34.47672(W)     ADJUSTED  
 QY0606* NAVD 88     -      2925.3    (meters)    9597.     (feet)  VERTCON   
 QY0606  ___________________________________________________________________
 QY0606  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 QY0606  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 QY0606
 QY0606  HORZ ORDER  -  FIRST
 QY0606
 QY0606.The horizontal coordinates were established by classical geodetic methods
 QY0606.and adjusted by the National Geodetic Survey in July 1992..
 QY0606
 QY0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0606
 QY0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0606
 QY0606.The geoid height was determined by GEOID03.
 QY0606
 QY0606;                    North         East     Units Scale Factor Converg.
 QY0606;SPC ID C     -   372,019.733   512,382.092   MT  0.99994925   +0 06 40.0
 QY0606;UTM  12      - 4,988,578.501   275,994.624   MT  1.00021705   -2 00 41.8
 QY0606
 QY0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0606!SPC ID C     -   0.99954355  x   0.99994925  =   0.99949282
 QY0606!UTM  12      -   0.99954355  x   1.00021705  =   0.99976050
 QY0606
 QY0606|---------------------------------------------------------------------|
 QY0606| PID    Reference Object                     Distance      Geod. Az  |
 QY0606|                                                           dddmmss.s |
 QY0606| QY0608 HARMONY RM                            3.172 METERS 24345     |
 QY0606| CN3684 HARMONY LOH                           5.968 METERS 29356     |
 QY0606| QY0605 SAL MTN FOREST SERV LOH STAFF         6.000 METERS 29359     |
 QY0606| QY0607 SAL MTN LOOKOUT HOUSE                 6.280 METERS 29359     |
 QY0606| CN3683 HARMONY RM 2                          7.279 METERS 32902     |
 QY0606| QY0602 SALMON NW BASE RESET                APPROX.16.9 KM 3530815.9 |
 QY0606|---------------------------------------------------------------------|
 QY0606
 QY0606                          SUPERSEDED SURVEY CONTROL
 QY0606
 QY0606  NAD 83(1986)-  45 00 54.95387(N)    113 50 34.47319(W) AD(       ) 1
 QY0606  NAD 27      -  45 00 55.22700(N)    113 50 31.24100(W) AD(       ) 1
 QY0606  NGVD 29 (07/19/86) 2923.9    (m)         9593.     (f) VERT ANG       
 QY0606
 QY0606.Superseded values are not recommended for survey control.
 QY0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0606.See file dsdata.txt to determine how the superseded data were derived.
 QY0606
 QY0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ7599588579(NAD 83)
 QY0606_MARKER: Z = SEE DESCRIPTION
 QY0606_SETTING: 0 = UNSPECIFIED SETTING
 QY0606
 QY0606  HISTORY     - Date     Condition        Report By
 QY0606  HISTORY     - 1945     MONUMENTED       CGS
 QY0606  HISTORY     - 1950     SEE DESCRIPTION  CGS
 QY0606  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QY0606  HISTORY     - 1957     SEE DESCRIPTION  CGS
 QY0606  HISTORY     - 1961     GOOD             USGS
 QY0606
 QY0606                          STATION DESCRIPTION
 QY0606
 QY0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QY0606'STATION IS LOCATED ABOUT 11 MILES AIRLINE SSE OF SALMON, ON
 QY0606'THE HIGHEST DOME-SHAPED, PARTLY TIMBERED ROCKY MOUNTAIN BETWEEN
 QY0606'THE FORKS OF THE LEMHI AND SALMON RIVERS.  THE U.S. GEOLOGICAL
 QY0606'SURVEY TRIANGULATION STATION SAL AND A FOREST SERVICE LOOKOUT
 QY0606'ARE ON THE SAME MOUNTAIN.  THE STATION IS 4.4 METERS ESE OF THE
 QY0606'SE CORNER OF THE LOOKOUT TOWER AND IS SET IN A BOULDER FLUSH
 QY0606'WITH THE GROUND.
 QY0606'
 QY0606'STATION MARK IS A BRONZE STATION DISK AND IS STAMPED HARMONY 1945.
 QY0606'
 QY0606'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY BENCH-MARK DISK
 QY0606'SET FLUSH IN A BOULDER 9 FEET SE OF THE SE CORNER OF THE LOOKOUT.
 QY0606'THE MARK IS NOT STAMPED.
 QY0606'
 QY0606'REFERENCE MARK 2 IS 6 FEET NNE OF THE NE CORNER OF THE LOOKOUT
 QY0606'TOWER SET FLUSH IN A BOULDER AND STAMPED HARMONY NO 2 1945.
 QY0606'IT IS A BRONZE REFERENCE DISK.
 QY0606'
 QY0606'TO REACH STATION FROM THE POST OFFICE IN SALMON, GO SE ON
 QY0606'U.S. HIGHWAY 93 FOR 0.4 MILE TO ITS JUNCTION WITH STATE HIGHWAY
 QY0606'28.  HERE KEEP STRAIGHT AHEAD OFF HIGHWAY 93 AND FOLLOW HIGHWAY 28
 QY0606'FOR 8.8 MILES TO THE END OF THE PAVEMENT AND CROSS ROAD.  TURN
 QY0606'RIGHT AS PER SIGN LEADORE AND GO 0.2 MILE TO THE SMALL VILLAGE
 QY0606'OF BAKER.  TURN LEFT AS PER SIGN LEADORE AND FOLLOW
 QY0606'MAIN-TRAVELED ROAD FOR 0.35 MILE TO SIDE ROAD RIGHT.  TURN RIGHT
 QY0606'AS PER SIGN CREEK AND FOLLOW MAIN-TRAVELED ROAD FOR 4.2 MILES
 QY0606'TO LOG HOUSE ON RIGHT IN CANYON.  HERE KEEP STRAIGHT AHEAD ON
 QY0606'VERY ROUGH ROAD UP CANYON FOR 1.05 MILES TO A BROWN SIGNPOST
 QY0606'AND SMALL LOG DUGOUT.  HERE ROAD TURNS LEFT AND CONTINUES UP
 QY0606'CANYON.  TURN LEFT AND FOLLOW MAIN-TRAVELED ROAD FOR 2.55
 QY0606'MILES TO THE OLD ABANDONED HARMONY MINE AND END OF TRUCK
 QY0606'TRAVEL.  FROM THE MILL HOUSE FOLLOW ROAD DOWN AND AROUND TO THE
 QY0606'LEFT AMONG SEVERAL BUILDINGS TO WHERE ROAD HAS BEEN WASHED OUT.
 QY0606'FROM HERE PACK S TO RIGHT OF OLD BUILDING WHICH HAS FALLEN
 QY0606'DOWN AND GO ABOUT 50 YARDS TO LAST BUILDING IN GULCH.  HERE
 QY0606'TURN RIGHT ACROSS BROKEN DOWN BRIDGE AND FOLLOW WAGON ROAD
 QY0606'UP HILL TO FORKS JUST BEFORE REACHING FIRST MINE SHAFT AND
 QY0606'BUILDINGS ON SIDE OF STEEP HILL (BUILDINGS ARE REDDISH BROWN
 QY0606'AND CAN BE SEEN FROM END OF TRUCK TRAVEL).  AT THIS POINT A
 QY0606'TREE IN THE CENTER OF FORKS BEARS A BLAZE.  TAKE LEFT FORK
 QY0606'AND FOLLOW TRAIL UP AND AROUND TO THE BACK SIDE OF MINE
 QY0606'BUILDINGS, PASSING ONE REVERSE Y-FORK BUT KEEPING
 QY0606'STRAIGHT AHEAD TO WHERE TRAIL TURNS SHARP LEFT.  THIS POINT
 QY0606'IS JUST W OF MINE BUILDINGS AND A TREE WITH BLAZE CAN BE SEEN
 QY0606'A SHORT WAY UP THE TRAIL.  HERE TURN SHARP LEFT AND FOLLOW
 QY0606'TRAIL UP MOUNTAIN TO A REVERSE Y-FORK JUST BEFORE REACHING LARGE
 QY0606'WASHOUT ON TRAIL.  HERE TURN SHARP RIGHT AND FOLLOW TRAIL N
 QY0606'TO SPRING.  FROM SPRING BEAR LEFT UP HILL FOR ABOUT 100 FEET
 QY0606'TO CROSS TRAIL, TAKE RIGHT FORK AND FOLLOW TRAIL UNTIL ROCK
 QY0606'WASH IS CROSSED.  FROM HERE TRAIL GOES N UP SIDE OF MOUNTAIN
 QY0606'AND THEN SWINGS S AND SWITCH-BACKS TO THE TOP AND STATION
 QY0606'SITE.  THE TRAIL IS PLAIN AND CAN BE EASILY FOLLOWED.  THIS IS
 QY0606'ABOUT A 3-HOUR PACK FROM END OF TRUCK TRAVEL.
 QY0606'
 QY0606'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 QY0606
 QY0606                          STATION RECOVERY (1950)
 QY0606
 QY0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 QY0606'STATION WAS FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD
 QY0606'CONDITION.  THE USGS TRIANGULATION B.M. SAL WAS NOT STAMPED.
 QY0606'A COMPLETE DESCRIPTION FOLLOWS.
 QY0606'
 QY0606'STATION IS LOCATED, AIRLINE, ABOUT 14 MILES NORTHWEST OF THE
 QY0606'U.S. POST OFFICE IN LEMHI AND 11 MILES SOUTH SOUTHEAST OF SALMON.
 QY0606'IT IS ON THE HIGHEST, DOME SHAPED, PARTLY TIMBERED, ROCKY
 QY0606'MOUNTAIN BETWEEN THE FORKS OF THE LEMHI AND THE SALMON RIVERS.
 QY0606'THE USGS TRIANGULATION B.M. SAL AND A FOREST SERVICE LOOKOUT
 QY0606'ARE ON THE SAME MOUNTAIN.
 QY0606'
 QY0606'STATION MARK, STAMPED HARMONY 1945, IS A STANDARD BRONZE DISK
 QY0606'CEMENTED IN A BOULDER 1-1/2 FEET IN DIAMETER AND FLUSH WITH
 QY0606'THE GROUND.  IT IS 14.4 FEET EAST SOUTHEAST OF THE SOUTHEAST
 QY0606'CORNER OF THE LOOKOUT HOUSE.
 QY0606'
 QY0606'USGS TRIANGULATION B.M. IS REFERENCE MARK NUMBER 1.  IT IS
 QY0606'NOT STAMPED.  IT IS A STANDARD USGS TRIANGULATION BENCH MARK
 QY0606'DISK CEMENTED IN A DRILL HOLE IN A BOULDER 1-1/2 BY 2-1/2 FEET
 QY0606'AND FLUSH WITH THE GROUND.  IT IS 14 INCHES HIGHER THAN THE
 QY0606'STATION AND 9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 QY0606'LOOKOUT HOUSE.
 QY0606'
 QY0606'REFERENCE MARK NUMBER 2, STAMPED HARMONY NO 2 1945, IS A STANDARD
 QY0606'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER 1 BY 1-1/2 FEET
 QY0606'AND FLUSH WITH THE GROUND.  IT IS 6 INCHES HIGHER THAN THE
 QY0606'STATION AND 6 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE
 QY0606'LOOKOUT HOUSE.
 QY0606'
 QY0606'LAKE MT. LOOKOUT TOWER WAS NOT OBSERVED AT THIS TIME DUE TO LOW
 QY0606'CLOUDS.
 QY0606'
 QY0606'FOREST SERVICE LOOKOUT HOUSE IS A WOODEN BUILDING 10 FEET SQUARE
 QY0606'AND 15 FEET IN HEIGHT.  IT HAS A POINTED ROOF WITH A STAFF
 QY0606'ON TOP.  THE STAFF ON TOP WAS CUT IN AND MEASURED TO.  THE
 QY0606'LOOKOUT HOUSE SETS ABOUT 3 FEET HIGHER THAN THE STATION.
 QY0606'
 QY0606'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 QY0606'IN BAKER, GO EAST FOR 0.2 MILE TO THE OLD VILLAGE OF BAKER.
 QY0606'TURN LEFT AND GO 0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 QY0606'AS PER SIGN WITHINGTON CR. ROAD AND FOLLOW THE MAIN TRAVELED
 QY0606'ROAD FOR 4.2 MILES TO A LOG HOUSE ON THE RIGHT.  KEEP STRAIGHT
 QY0606'AHEAD ON A VERY ROUGH ROAD UP THE CANYON FOR 1.0 MILE A SMALL
 QY0606'LOG DUGOUT AND A FORK.  TAKE LEFT FORK AND CONTINUE UP THE
 QY0606'CANYON FOR 2.6 MILES TO THE ABANDONED HARMONY MINE AND THE
 QY0606'END OF TRUCK TRAVEL.  FROM THE MINE FOLLOW THE WAGON ROAD
 QY0606'WESTERLY, UPHILL, TO THE CENTER MINE BUILDINGS.  CONTINUE
 QY0606'SOUTHWESTERLY ALONG TRAILS TO A SPRING WITH A PIPE RUNNING
 QY0606'OUT OF IT.  FROM HERE GO UPHILL FOR ABOUT 100 FEET TO A
 QY0606'CROSS TRAIL.  TURN RIGHT AND FOLLOW THE TRAIL NORTHERLY
 QY0606'AND THEN SOUTHERLY UP SWITCHBACKS TO THE HIGHEST POINT OF THE
 QY0606'MOUNTAIN, THE LOOKOUT HOUSE AND THE STATION.
 QY0606'
 QY0606'NOTE--A FOUR WHEEL DRIVE IS NECESSARY TO REACH THE ABANDONED
 QY0606'HARMONY MINE.  FROM HERE THE TIME OF PACK IS APPROXIMATELY
 QY0606'3 HOURS IF THE SNOW HAS LEFT THE TRAILS.
 QY0606
 QY0606                          STATION RECOVERY (1956)
 QY0606
 QY0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 QY0606'THE STATION AND MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 QY0606'CONDITION AND THE DISTANCES AND DIRECTIONS CHECKED.  THE TRUCK
 QY0606'ROUTE AND PACK ROUTE IS ADEQUATE.
 QY0606
 QY0606                          STATION RECOVERY (1957)
 QY0606
 QY0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QY0606'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 QY0606'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 QY0606'
 QY0606'THE STATION IS LOCATED ON A PROMINENT TIMBERED MOUNTAIN,
 QY0606'THE HIGHEST IN THE VICINITY, NEAR A LOOKOUT HOUSE.  IT IS ABOUT
 QY0606'8 MILES AIRLINE SOUTHWEST OF BAKER AND 12 MILES AIRLINE
 QY0606'SOUTH-SOUTHEAST OF SALMON.
 QY0606'
 QY0606'TO REACH FROM THE U.S. POST OFFICE IN SALMON, GO SOUTHEAST
 QY0606'ON U.S. HIGHWAY 93 FOR 0.4 MILE TO ITS JUNCTION WITH STATE
 QY0606'HIGHWAY 28.  CONTINUE SOUTHEAST ON STATE HIGHWAY 28 FOR 10.1
 QY0606'MILES TO A CROSS ROAD.  TURN RIGHT AND GO 0.2 MILE TO THE SMALL
 QY0606'TOWN OF BAKER AT A T-ROAD.  TURN LEFT AND FOLLOW DIRT ROAD FOR
 QY0606'0.35 MILE TO A FORK AND SIGN WITHINGTON CR ROAD.  TAKE RIGHT
 QY0606'FORK UP CANYON FOR 5.9 MILES TO A FORK AND SIGN SALMON NATL.
 QY0606'FOREST.  TAKE LEFT FORK, USING 4-WHEEL-DRIVE VEHICLE, AND
 QY0606'FOLLOW ROUGH ROAD FOR 2.9 MILES TO A GROUP OF OLD MINE
 QY0606'BUILDINGS.  PASS BY BUILDINGS, TURN RIGHT AND FOLLOW VERY
 QY0606'STEEP ROCKY ROAD UPHILL FOR 0.6 MILE TO A TRIANGULAR BLAZED
 QY0606'PINE TO END OF ROAD ABOVE SOME MINE BUILDINGS.  FROM HERE PACK ON
 QY0606'TRAIL PAST TRIANGULAR BLAZED PINE FOR ABOUT 200 YARDS TO A REVERSE
 QY0606'Y AT A WASHOUT.  TURN SHARP RIGHT AND GO 25 FEET TO WHERE A VERY DIM
 QY0606'TRAIL FORKS TO THE LEFT OFF THE MAIN TRAIL.  TAKE DIM TRAIL AND
 QY0606'PACK ABOUT 25 MINUTES TO A SPRING IN A CANYON AT BASE OF STATION
 QY0606'HILL.  TAKE TRAIL SOUTHERLY UP EAST SIDE OF WASH FOR 100 FEET THEN
 QY0606'SWING RIGHT AND FOLLOW WELL DEFINED TRAIL NORTHWESTERLY
 QY0606'FOR ABOUT 1-1/2 HOURS TO TOP OF MOUNTAIN AND STATION.
 QY0606'
 QY0606'THE STATION MARK IS A STANDARD DISK STAMPED HARMONY 1945, CEMENTED
 QY0606'IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND.  IT IS 20.6
 QY0606'FEET EAST-SOUTHEAST OF THE CENTER OF THE LOOKOUT HOUSE.
 QY0606'
 QY0606'REFERENCE MARK NUMBER ONE IS A USGS BENCH MARK DISK, UNSTAMPED,
 QY0606'CEMENTED IN A DRILL HOLE IN A 2 X 2-FOOT BOULDER FLUSH WITH
 QY0606'THE GROUND.  IT IS 10 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 QY0606'THE LOOKOUT HOUSE AND ABOUT 6 INCHES HIGHER THAN THE STATION.
 QY0606'
 QY0606'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HARMONY
 QY0606'1945 NO 2, CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH
 QY0606'THE GROUND.  IT IS 8 FEET NORTH OF THE NORTHEAST CORNER OF THE
 QY0606'LOOKOUT HOUSE AND AT THE SAME ELEVATION AS THE STATION.
 QY0606
 QY0606                          STATION RECOVERY (1961)
 QY0606
 QY0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QY0606'RECOVERED AS DESCRIBED.
 QY0606'
 QY0606'STATION MARK--A BRONZE STATION DISK STAMPED---HARMONY 1945---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0608 ***********************************************************************
 QY0608  DESIGNATION -  HARMONY RM
 QY0608  PID         -  QY0608
 QY0608  STATE/COUNTY-  ID/LEMHI
 QY0608  USGS QUAD   -  SAL MOUNTAIN (1989)
 QY0608
 QY0608                         *CURRENT SURVEY CONTROL
 QY0608  ___________________________________________________________________
 QY0608* NAD 83(1992)-  45 00 54.90957(N)    113 50 34.60660(W)     ADJUSTED  
 QY0608* NAVD 88     -      2925.4    (meters)    9598.     (feet)  VERTCON   
 QY0608  ___________________________________________________________________
 QY0608  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 QY0608  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 QY0608
 QY0608  HORZ ORDER  -  SECOND
 QY0608
 QY0608.The horizontal coordinates were established by classical geodetic methods
 QY0608.and adjusted by the National Geodetic Survey in July 1992..
 QY0608
 QY0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0608
 QY0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0608
 QY0608.The geoid height was determined by GEOID03.
 QY0608
 QY0608;                    North         East     Units Scale Factor Converg.
 QY0608;SPC ID C     -   372,018.325   512,379.251   MT  0.99994925   +0 06 39.9
 QY0608;UTM  12      - 4,988,577.199   275,991.732   MT  1.00021706   -2 00 41.9
 QY0608
 QY0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0608!SPC ID C     -   0.99954353  x   0.99994925  =   0.99949280
 QY0608!UTM  12      -   0.99954353  x   1.00021706  =   0.99976049
 QY0608
 QY0608:                Primary Azimuth Mark                     Grid Az
 QY0608:SPC ID C     -  MONUMENT PEAK CAIRN                      022 56 09.5
 QY0608:UTM  12      -  MONUMENT PEAK CAIRN                      025 03 31.3
 QY0608
 QY0608|---------------------------------------------------------------------|
 QY0608| PID    Reference Object                     Distance      Geod. Az  |
 QY0608|                                                           dddmmss.s |
 QY0608| QY0597 MONUMENT PEAK CAIRN                 APPROX.30.1 KM 0230249.4 |
 QY0608| QY0609 MILL                                APPROX. 6.7 KM 0321032.7 |
 QY0608|---------------------------------------------------------------------|
 QY0608
 QY0608                          SUPERSEDED SURVEY CONTROL
 QY0608
 QY0608  NAD 83(1986)-  45 00 54.90843(N)    113 50 34.60310(W) AD(       ) 2
 QY0608  NAD 27      -  45 00 55.18200(N)    113 50 31.37100(W) AD(       ) 2
 QY0608  NGVD 29 (07/19/86) 2924.0    (m)         9593.     (f) VERT ANG       
 QY0608
 QY0608.Superseded values are not recommended for survey control.
 QY0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0608.See file dsdata.txt to determine how the superseded data were derived.
 QY0608
 QY0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ7599288577(NAD 83)
 QY0608_MARKER: Z = SEE DESCRIPTION
 QY0608_SETTING: 0 = UNSPECIFIED SETTING
 QY0608
 QY0608  HISTORY     - Date     Condition        Report By
 QY0608  HISTORY     - 1957     MONUMENTED       CGS
 QY0608
 QY0608                          STATION DESCRIPTION
 QY0608
 QY0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 QY0608'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE SOUTH SOUTHEAST
 QY0608'OF SALMON, 8 MILES AIRLINE SOUTHWEST OF BAKER, ON THE HIGHEST
 QY0608'PART OF A HIGH TIMBERED MOUNTAIN.
 QY0608'
 QY0608'THE U.S. GEOLOGICAL SURVEY BENCH MARK IS UNSTAMPED, CEMENTED
 QY0608'IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND SURFACE.
 QY0608'THE CENTER OF THE DISK WAS TRAVERSED TO.  HARMONY 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0513 ***********************************************************************
 NT0513  DESIGNATION -  HARRINGTON
 NT0513  PID         -  NT0513
 NT0513  STATE/COUNTY-  ID/CARIBOU
 NT0513  USGS QUAD   -  HARRINGTON PEAK (1980)
 NT0513
 NT0513                         *CURRENT SURVEY CONTROL
 NT0513  ___________________________________________________________________
 NT0513* NAD 83(1992)-  42 34 57.62659(N)    111 20 19.04964(W)     ADJUSTED  
 NT0513* NAVD 88     -      2608.5    (meters)    8558.     (feet)  VERTCON   
 NT0513  ___________________________________________________________________
 NT0513  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 NT0513  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 NT0513
 NT0513  HORZ ORDER  -  THIRD
 NT0513
 NT0513.The horizontal coordinates were established by classical geodetic methods
 NT0513.and adjusted by the National Geodetic Survey in July 1992..
 NT0513
 NT0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0513
 NT0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0513
 NT0513.The geoid height was determined by GEOID03.
 NT0513
 NT0513;                    North         East     Units Scale Factor Converg.
 NT0513;SPC ID E     -   102,073.171   267,971.104   MT  1.00000419   +0 33 37.1
 NT0513;UTM  12      - 4,714,528.716   472,213.171   MT  0.99960950   -0 13 44.9
 NT0513
 NT0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0513!SPC ID E     -   0.99959294  x   1.00000419  =   0.99959713
 NT0513!UTM  12      -   0.99959294  x   0.99960950  =   0.99920260
 NT0513
 NT0513:                Primary Azimuth Mark                     Grid Az
 NT0513:SPC ID E     -  ASPEN                                    282 40 39.3
 NT0513:UTM  12      -  ASPEN                                    283 28 01.3
 NT0513
 NT0513|---------------------------------------------------------------------|
 NT0513| PID    Reference Object                     Distance      Geod. Az  |
 NT0513|                                                           dddmmss.s |
 NT0513| NT0514 ASPEN                               APPROX. 2.9 KM 2831416.4 |
 NT0513|---------------------------------------------------------------------|
 NT0513
 NT0513                          SUPERSEDED SURVEY CONTROL
 NT0513
 NT0513  NAD 83(1986)-  42 34 57.61702(N)    111 20 19.04156(W) AD(       ) 3
 NT0513  NAD 27      -  42 34 57.87879(N)    111 20 16.28613(W) AD(       ) 3
 NT0513  NGVD 29 (07/19/86) 2607.1    (m)         8553.     (f) VERT ANG       
 NT0513
 NT0513.Superseded values are not recommended for survey control.
 NT0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0513.See file dsdata.txt to determine how the superseded data were derived.
 NT0513
 NT0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN7221314529(NAD 83)
 NT0513_MARKER: DD = SURVEY DISK
 NT0513_SETTING: 66 = SET IN ROCK OUTCROP
 NT0513_SP_SET: SET IN ROCK OUTCROP
 NT0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0513+STABILITY: POSITION/ELEVATION WELL
 NT0513
 NT0513  HISTORY     - Date     Condition        Report By
 NT0513  HISTORY     - 1947     MONUMENTED       USGS
 NT0513
 NT0513                          STATION DESCRIPTION
 NT0513
 NT0513'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NT0513'LOCATED 7 MI. N. OF GEORGETOWN, ON A SHARP, ROCKY POINT ON MAIN
 NT0513'DIVIDE BETWEEN THE BEAR AND BLACKFOOT RIVERS, NEAR THE HEAD OF SLUG
 NT0513'CREEK AND THE DRY FORK OF JOHNSON CREEK.
 NT0513'
 NT0513'TO REACH FROM GEORGETOWN POST OFFICE, DRIVE NW. ON U.S. HIGHWAY 30 FOR
 NT0513'5.5 MI. TO A SIDE RD. RIGHT, TURN RIGHT AND FOLLOW GRAVELED RD. N. FOR
 NT0513'0.4 MI. TO RD. FORKS, TAKE RIGHT FORK 0.2 MI. TO RD. FORKS, TAKE LEFT
 NT0513'FORK 0.4 MI. TO RD. FORKS, TAKE RIGHT FORK UP BIG CANYON TRAIL FOR 3.6
 NT0513'MI. TO TRAIL FORKS AND SIGN --BIG CANYON TRAILS--, TAKE LEFT FORK (N.)
 NT0513'UP CANYON TRAIL FOR 1.2 MI. TO END OF TRUCK TRAVEL IN SADDLE ON RIDGE.
 NT0513'FOLLOW RIDGE NE. 2 MI., CIRCLING TO LEFT AROUND FIRST HIGH TOP AND
 NT0513'CONTINUE TO SECOND HIGHER TOP AND STATION.  ABOUT 1 HOUR PACK.
 NT0513'
 NT0513'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---8554 VA 1910---,
 NT0513'CEMENTED IN SOLID ROCK OUTCROP.
 NT0513'
 NT0513'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NT0513'---NO 1---, CEMENTED IN SOLID ROCK OUTCROP ON E. SLOPE, 41.54 FT.
 NT0513'FROM STATION MARK, S 25 DEG 33 MIN E.
 NT0513'
 NT0513'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NT0513'---NO 2---, CEMENTED IN SOLID ROCK OUTCROP ON W. SLOPE, 55.00 FT.
 NT0513'FROM STATION MARK, N 86 DEG 55 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0637 ***********************************************************************
 QZ0637  DESIGNATION -  HARRINGTON
 QZ0637  PID         -  QZ0637
 QZ0637  STATE/COUNTY-  ID/IDAHO
 QZ0637  USGS QUAD   -  DENNIS MTN (1991)
 QZ0637
 QZ0637                         *CURRENT SURVEY CONTROL
 QZ0637  ___________________________________________________________________
 QZ0637* NAD 83(1992)-  45 32 14.39026(N)    114 55 46.59695(W)     ADJUSTED  
 QZ0637* NAVD 88     -      2496.2    (meters)    8190.     (feet)  VERTCON   
 QZ0637  ___________________________________________________________________
 QZ0637  LAPLACE CORR-          13.03  (seconds)                    DEFLEC99
 QZ0637  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 QZ0637
 QZ0637  HORZ ORDER  -  SECOND
 QZ0637
 QZ0637.The horizontal coordinates were established by classical geodetic methods
 QZ0637.and adjusted by the National Geodetic Survey in July 1992..
 QZ0637
 QZ0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0637
 QZ0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0637
 QZ0637.The geoid height was determined by GEOID03.
 QZ0637
 QZ0637;                    North         East     Units Scale Factor Converg.
 QZ0637;SPC ID W     -   430,346.908   864,073.378   MT  0.99998379   +0 35 07.9
 QZ0637;SPC ID C     -   430,445.932   427,395.367   MT  1.00001216   -0 39 48.6
 QZ0637;UTM  11      - 5,044,728.702   661,645.391   MT  0.99992126   +1 28 40.7
 QZ0637
 QZ0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0637!SPC ID W     -   0.99961104  x   0.99998379  =   0.99959484
 QZ0637!SPC ID C     -   0.99961104  x   1.00001216  =   0.99962320
 QZ0637!UTM  11      -   0.99961104  x   0.99992126  =   0.99953233
 QZ0637
 QZ0637|---------------------------------------------------------------------|
 QZ0637| PID    Reference Object                     Distance      Geod. Az  |
 QZ0637|                                                           dddmmss.s |
 QZ0637| CH7487 HARRINGTON RM 1                       5.507 METERS 06100     |
 QZ0637| QZ0638 HARRINGTON MTN LOOKOUT TOWER          8.430 METERS 09257     |
 QZ0637| CH7488 HARRINGTON RM 2                       6.078 METERS 12646     |
 QZ0637| CH7486 HARRINGTON AZ MK                                   2752338.4 |
 QZ0637|---------------------------------------------------------------------|
 QZ0637
 QZ0637                          SUPERSEDED SURVEY CONTROL
 QZ0637
 QZ0637  NAD 83(1986)-  45 32 14.39249(N)    114 55 46.59007(W) AD(       ) 2
 QZ0637  NAD 27      -  45 32 14.70100(N)    114 55 43.21300(W) AD(       ) 2
 QZ0637  NGVD 29 (07/19/86) 2494.8    (m)         8185.     (f) VERT ANG       
 QZ0637
 QZ0637.Superseded values are not recommended for survey control.
 QZ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0637.See file dsdata.txt to determine how the superseded data were derived.
 QZ0637
 QZ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL6164544729(NAD 83)
 QZ0637_MARKER: Z = SEE DESCRIPTION
 QZ0637_SETTING: 0 = UNSPECIFIED SETTING
 QZ0637
 QZ0637  HISTORY     - Date     Condition        Report By
 QZ0637  HISTORY     - 1945     MONUMENTED       CGS
 QZ0637
 QZ0637                          STATION DESCRIPTION
 QZ0637
 QZ0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0637'THE STATION IS LOCATED ABOUT 8-3/4 MILES AIRLINE NNW OF LANTZ BAR,
 QZ0637'ABOUT 4-3/4 MILES AIRLINE W OF SWET LAKE, AND ABOUT 4 MILES
 QZ0637'AIRLINE NE OF THE SALMON RIVER.  IT IS ON MT. HARRINGTON, AT
 QZ0637'THE SITE OF THE U.S.F.S. HARRINGTON LOOKOUT TOWER, A WOODEN
 QZ0637'STRUCTURE ABOUT 40 FEET HIGH, IN THE BITTEROOT NATIONAL FOREST.
 QZ0637'THE DISK IS IN A BOULDER 6 BY 6 INCHES AND FLUSH WITH THE
 QZ0637'GROUND, 20 FEET NW OF THE SW LEG OF THE LOOKOUT TOWER, 18-1/2
 QZ0637'FEET SW OF THE NW LEG, AND 16-1/2 FEET W OF THE W SIDE OF THE
 QZ0637'BASE OF THE TOWER.
 QZ0637'
 QZ0637'STATION MARK IS A BRONZE STATION DISK AND IS STAMPED HARRINGTON
 QZ0637'1945.
 QZ0637'
 QZ0637'REFERENCE MARK 1 IS NE OF THE STATION AND IS SET IN THE
 QZ0637'2-FOOT-SQUARE CONCRETE BASE OF THE NW LEG OF THE LOOKOUT
 QZ0637'TOWER.  IT IS A BRONZE REFERENCE DISK AND IS STAMPED HARRINGTON
 QZ0637'NO 1 1945.
 QZ0637'
 QZ0637'REFERENCE MARK 2 IS SE OF THE STATION AND IS SET IN THE
 QZ0637'2-FOOT-SQUARE CONCRETE BASE OF THE SW LEG OF THE LOOKOUT TOWER.
 QZ0637'IT IS STAMPED HARRINGTON NO 2 1945.
 QZ0637'
 QZ0637'THE AZIMUTH MARK IS ABOUT 0.2 MILE SSW OF THE STATION IN ROCK
 QZ0637'OUTCROP, ON THE E SLOPE OF THE FIRST RIDGE W OF THE STATION,
 QZ0637'15 PACES SSE OF A ROCK LEDGE, AND 17 PACES N OF A 3-INCH SPRUCE
 QZ0637'TREE.  AZIMUTH MARK IS A BRONZE AZIMUTH DISK AND IS STAMPED
 QZ0637'HARRINGTON 1945.
 QZ0637'
 QZ0637'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE BASE OF THE
 QZ0637'HARRINGTON LOOKOUT TOWER.
 QZ0637'
 QZ0637'A TRAVERSE CONNECTION WAS MADE TO U.S.F.S. DISK STAMPED
 QZ0637'F M D 4 1935.  IT IS IN A 1- BY 2-FOOT ROCK OUTCROP PROJECTING
 QZ0637'ABOUT 3 INCHES 6 FEET N OF A 5-FOOT ROCK CAIRN AND 19 FEET S
 QZ0637'BY E OF SIGN SABE MTN. ETC.
 QZ0637'
 QZ0637'TO REACH FROM A FOREST SERVICE TRAIL JUNCTION AT S SIDE OF
 QZ0637'SWET LAKE (THERE IS A U.S.F.S. CABIN ON THE N SIDE OF THE LAKE
 QZ0637'AND THIS POINT IS ABOUT 12 MILES BY TRAIL S OF SALMON MOUNTAIN
 QZ0637'ON THE DARBY-GRANGEVILLE ROAD), FOLLOW TRAIL AS PER SIGN MT.
 QZ0637'HARRINGTON TO THE LOOKOUT AND STATION AS DESCRIBED.  DISTANCE IS
 QZ0637'ABOUT 7 MILES AND WILL TAKE 2-1/2 HOURS BY HORSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0638 ***********************************************************************
 QZ0638  DESIGNATION -  HARRINGTON MTN LOOKOUT TOWER
 QZ0638  PID         -  QZ0638
 QZ0638  STATE/COUNTY-  ID/IDAHO
 QZ0638  USGS QUAD   -  DENNIS MTN (1991)
 QZ0638
 QZ0638                         *CURRENT SURVEY CONTROL
 QZ0638  ___________________________________________________________________
 QZ0638* NAD 83(1992)-  45 32 14.37623(N)    114 55 46.20890(W)     ADJUSTED  
 QZ0638* NAVD 88     -                                                        
 QZ0638  ___________________________________________________________________
 QZ0638  LAPLACE CORR-          13.03  (seconds)                    DEFLEC99
 QZ0638  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 QZ0638
 QZ0638  HORZ ORDER  -  THIRD
 QZ0638
 QZ0638.The horizontal coordinates were established by classical geodetic methods
 QZ0638.and adjusted by the National Geodetic Survey in July 1992..
 QZ0638
 QZ0638
 QZ0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0638
 QZ0638.The geoid height was determined by GEOID03.
 QZ0638
 QZ0638;                    North         East     Units Scale Factor Converg.
 QZ0638;SPC ID W     -   430,346.561   864,081.801   MT  0.99998380   +0 35 08.2
 QZ0638;SPC ID C     -   430,445.401   427,403.781   MT  1.00001214   -0 39 48.3
 QZ0638;UTM  11      - 5,044,728.486   661,653.818   MT  0.99992129   +1 28 41.0
 QZ0638
 QZ0638                          SUPERSEDED SURVEY CONTROL
 QZ0638
 QZ0638  NAD 83(1986)-  45 32 14.37795(N)    114 55 46.20256(W) AD(       ) 4
 QZ0638  NAD 27      -  45 32 14.68700(N)    114 55 42.82600(W) AD(       ) 3
 QZ0638
 QZ0638.Superseded values are not recommended for survey control.
 QZ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0638.See file dsdata.txt to determine how the superseded data were derived.
 QZ0638
 QZ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL6165444728(NAD 83)
 QZ0638
 QZ0638  HISTORY     - Date     Condition        Report By
 QZ0638  HISTORY     - 1945     MONUMENTED       CGS
 QZ0638
 QZ0638                          STATION DESCRIPTION
 QZ0638
 QZ0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0638'SEE STATION HARRINGTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1716 ***********************************************************************
 NU1716  DESIGNATION -  HARRISON
 NU1716  PID         -  NU1716
 NU1716  STATE/COUNTY-  ID/CASSIA
 NU1716  USGS QUAD   -  MOUNT HARRISON (1968)
 NU1716
 NU1716                         *CURRENT SURVEY CONTROL
 NU1716  ___________________________________________________________________
 NU1716* NAD 83(1992)-  42 18 56.57741(N)    113 39 55.90983(W)     ADJUSTED  
 NU1716* NAVD 88     -      2777.7    (meters)    9113.     (feet)  VERTCON   
 NU1716  ___________________________________________________________________
 NU1716  LAPLACE CORR-           8.36  (seconds)                    DEFLEC99
 NU1716  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NU1716
 NU1716  HORZ ORDER  -  FIRST
 NU1716
 NU1716.The horizontal coordinates were established by classical geodetic methods
 NU1716.and adjusted by the National Geodetic Survey in July 1992..
 NU1716
 NU1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1716
 NU1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1716
 NU1716.The geoid height was determined by GEOID03.
 NU1716
 NU1716;                    North         East     Units Scale Factor Converg.
 NU1716;SPC ID C     -    72,142.309   527,572.216   MT  0.99995672   +0 13 30.6
 NU1716;UTM  12      - 4,688,271.995   280,334.118   MT  1.00019374   -1 47 42.7
 NU1716
 NU1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1716!SPC ID C     -   0.99956680  x   0.99995672  =   0.99952354
 NU1716!UTM  12      -   0.99956680  x   1.00019374  =   0.99976045
 NU1716
 NU1716:                Primary Azimuth Mark                     Grid Az
 NU1716:SPC ID C     -  PORTLAND SALT LAKE AWY BN 47 B           008 37 47.6
 NU1716:UTM  12      -  PORTLAND SALT LAKE AWY BN 47 B           010 39 00.9
 NU1716
 NU1716|---------------------------------------------------------------------|
 NU1716| PID    Reference Object                     Distance      Geod. Az  |
 NU1716|                                                           dddmmss.s |
 NU1716| NU1741 PORTLAND SALT LAKE AWY BN 47 B      APPROX.26.1 KM 0085118.2 |
 NU1716| CM4823 HARRISON RM 1                         4.725 METERS 12054     |
 NU1716| CM4822 HARRISON AZ MK                                     1425137.5 |
 NU1716| CM4824 HARRISON RM 2                         5.115 METERS 33301     |
 NU1716| NU1758 BURLEY AIRPORT BEACON               APPROX.26.3 KM 3411355.4 |
 NU1716|---------------------------------------------------------------------|
 NU1716
 NU1716                          SUPERSEDED SURVEY CONTROL
 NU1716
 NU1716  NAD 83(1986)-  42 18 56.57657(N)    113 39 55.90737(W) AD(       ) 1
 NU1716  NAD 27      -  42 18 56.90100(N)    113 39 52.86700(W) AD(       ) 1
 NU1716  NGVD 29 (07/19/86) 2776.5    (m)         9109.     (f) VERT ANG       
 NU1716
 NU1716.Superseded values are not recommended for survey control.
 NU1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1716.See file dsdata.txt to determine how the superseded data were derived.
 NU1716
 NU1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM8033488272(NAD 83)
 NU1716_MARKER: DS = TRIANGULATION STATION DISK
 NU1716_SETTING: 80 = SET IN A BOULDER
 NU1716_SP_SET: SET IN DRILL HOLE IN A BOULDER
 NU1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1716+STABILITY: SURFACE MOTION
 NU1716
 NU1716  HISTORY     - Date     Condition        Report By
 NU1716  HISTORY     - 1947     MONUMENTED       CGS
 NU1716  HISTORY     - 1968     GOOD             USGS
 NU1716
 NU1716                          STATION DESCRIPTION
 NU1716
 NU1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NU1716'THE STATION IS ABOUT 7 MILES, AIRLINE, SOUTH BY WEST OF ALBION,
 NU1716'17-1/4 MILES SOUTHEAST OF BURLEY, 10 MILES EAST BY NORTH OF
 NU1716'OAKLEY, 3/4 MILE NORTHWEST OF CLEVELAND LAKE, IN T13S, R24E.
 NU1716'IT IS ON A SMALL PEAK 6/10 MILE NORTHWEST OF MTN. HARRISON WHICH
 NU1716'IS ABOUT 150 FEET HIGHER.
 NU1716'
 NU1716'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 NU1716'RECTANGULAR BOULDER WHICH IS 2 FEET LONG AND 1 FOOT WIDE.  IT
 NU1716'PROJECTS 6 INCHES, IS 50 FEET WEST- SOUTHWEST OF A LARGE
 NU1716'BOULDER BOUNDED ON THE NORTH BY A GROUP OF SCRUB PINE TREES, 3
 NU1716'FEET LOWER AND 40 FEET WEST- SOUTHWEST OF THE HIGHEST PART
 NU1716'OF THE HILL.  IS STAMPED HARRISON 1947.
 NU1716'
 NU1716'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 NU1716'IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND
 NU1716'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT IS
 NU1716'STAMPED HARRISON NO 1 1947.
 NU1716'
 NU1716'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 NU1716'IN A 2 FOOT BY 4 FOOT BOULDER WHICH PROJECTS 6 INCHES AND IS 2
 NU1716'FEET LOWER THAN THE STATION MARK.  IT IS STAMPED HARRISON NO
 NU1716'2 1947.
 NU1716'
 NU1716'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 NU1716'IN A RECTANGULAR BOULDER WHICH IS 12 INCHES WIDE, 18 INCHES
 NU1716'LONG, AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU1716'IT IS 20 FEET NORTHEAST OF A ROCK CAIRN WHICH IS 3 FEET IN
 NU1716'DIAMETER AND 4 FEET HIGH AND IS ON THE HIGHEST PART OF THE
 NU1716'MOUNTAIN, 20 FEET WEST- SOUTHWEST OF A STEEP SLOPE.  IT IS
 NU1716'STAMPED HARRISON 1947.
 NU1716'
 NU1716'TO REACH THE STATION FROM ALBION GO SOUTHEAST ON THE MAIN ROAD
 NU1716'WHICH IS PAVED FOR 4.2 MILES TO A SIDE ROAD WEST, RIGHT, AND
 NU1716'CATTLE GUARD AT SIGN HOWELL CANYON RECREATION AREA.  TURN RIGHT
 NU1716'THROUGH THE CATTLE GUARD AND FOLLOW THE MAIN ROAD UP GRADE
 NU1716'WESTERLY FOR 5.1 MILES TO FORKS AT SIGN LAKE CLEVELAND 3-1/2
 NU1716'MILES, CONNER FLAT 1 MILE TAKE THE RIGHT FORK AND GO 2.6 MILES
 NU1716'TO FORKS AND SIGN TWIN LAKES PICNIC GROUNDS.  TAKE THE RIGHT
 NU1716'FORK AND GO 0.9 MILE TO A PARKING AREA AND SIGN SUMMIT- MTN.
 NU1716'HARRISON TRAIL.  CONTINUE UP GRADE ON A TRACK ROAD FOR 0.1 MILE
 NU1716'TO THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY ON A
 NU1716'TRAIL UP STEEP SLOPE FOR ABOUT 6/10 MILE TO THE TOP OF THE
 NU1716'RIDGE AND THE END OF THE TRAIL.  THE AZIMUTH MARK IS STRAIGHT
 NU1716'AHEAD ON THE HIGHEST PART OF THE MOUNTAIN.  THE STATION
 NU1716'HILL MAY BE SEEN FROM HERE TO THE WEST SOUTHWEST AS A
 NU1716'SMALL PEAK.  BEAR ALONG THE NORTH SIDE OF AN EAST- WEST
 NU1716'RIDGE AND GO ABOUT 6/10 MILE TO THE SUMMIT OF THE SMALL
 NU1716'PEAK AND STATION.  A 1-1/2 HOUR BACK PACK.
 NU1716
 NU1716                          STATION RECOVERY (1968)
 NU1716
 NU1716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1716'NOTE BY USGS, 1968--TO REACH THE STATION FROM ALBION GO SE. ON
 NU1716'HIGHWAY 77 5.45 MI. TO CLASS 5 RD., AT SIGN --HOWELL CANYON
 NU1716'RECREATION AREA-- TURN RIGHT (W.) 6.25 MI. TO SIDE RD. WITH SIGN
 NU1716'--POMERELLE SKI AREA 5 MI.-- AND --3 MI. LAKE CLEVELAND--, TURN
 NU1716'RIGHT TO LAKE CLEVELAND (W.) STAYING ON MAIN RD. TO LAKE CLEVELAND
 NU1716'2.7 MI. TO Y-RD. AND SIGN --MT. HARRISON L.O. 2 MI.-- AND --0.5 MI.
 NU1716'LAKE CLEVELAND--, KEEP LEFT ON CLASS 6 RD. TO MT. HARRISON L.O. 1.6
 NU1716'MI. TO Y-RD., TURN RIGHT (W.) 0.2 MI. TO A SADDLE AT BASE OF SMALL
 NU1716'HILL.  STATION MARK IS LOCATED AT HIGHEST POINT OF SMALL HILL W.
 NU1716'OF SADDLE APPROXIMATELY 200 FT.
 NU1716'
 NU1716'STATION MARK--A STANDARD DISK STAMPED---HARRISON 1947---, CEMENTED IN
 NU1716'A DRILL HOLE IN A RECTANGULAR BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1601 ***********************************************************************
 SV1601  DESIGNATION -  HARRISON
 SV1601  PID         -  SV1601
 SV1601  STATE/COUNTY-  ID/KOOTENAI
 SV1601  USGS QUAD   -  MICA BAY (1996)
 SV1601
 SV1601                         *CURRENT SURVEY CONTROL
 SV1601  ___________________________________________________________________
 SV1601* NAD 83(1992)-  47 30 12.21305(N)    116 46 53.80266(W)     ADJUSTED  
 SV1601* NAVD 88     -      1078.4    (meters)    3538.     (feet)  VERTCON   
 SV1601  ___________________________________________________________________
 SV1601  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 SV1601  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 SV1601
 SV1601  HORZ ORDER  -  SECOND
 SV1601
 SV1601.The horizontal coordinates were established by classical geodetic methods
 SV1601.and adjusted by the National Geodetic Survey in July 1992..
 SV1601
 SV1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1601
 SV1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1601
 SV1601.The geoid height was determined by GEOID03.
 SV1601
 SV1601;                    North         East     Units Scale Factor Converg.
 SV1601;SPC ID W     -   649,071.154   722,285.232   MT  1.00000753   -0 45 38.4
 SV1601;UTM  11      - 5,261,129.874   516,446.498   MT  0.99960332   +0 09 39.7
 SV1601
 SV1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1601!SPC ID W     -   0.99983374  x   1.00000753  =   0.99984127
 SV1601!UTM  11      -   0.99983374  x   0.99960332  =   0.99943712
 SV1601
 SV1601|---------------------------------------------------------------------|
 SV1601| PID    Reference Object                     Distance      Geod. Az  |
 SV1601|                                                           dddmmss.s |
 SV1601| CH7489 HARRISON RM 1                         6.715 METERS 07852     |
 SV1601| CH7491 HARRISON RM 2                         7.102 METERS 16515     |
 SV1601| CH6490 C 134                                              1654811.9 |
 SV1601| CH7490 HARRISON RM 1 NAIL                   20.060 METERS 18210     |
 SV1601| CH7492 HARRISON RM 2 NAIL                   12.660 METERS 25621     |
 SV1601|---------------------------------------------------------------------|
 SV1601
 SV1601                          SUPERSEDED SURVEY CONTROL
 SV1601
 SV1601  NAD 83(1986)-  47 30 12.21448(N)    116 46 53.79682(W) AD(       ) 2
 SV1601  NAD 27      -  47 30 12.55303(N)    116 46 50.14484(W) AD(       ) 2
 SV1601  NGVD 29 (07/19/86) 1077.3    (m)         3534.     (f) VERT ANG       
 SV1601
 SV1601.Superseded values are not recommended for survey control.
 SV1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1601.See file dsdata.txt to determine how the superseded data were derived.
 SV1601
 SV1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN1644661130(NAD 83)
 SV1601_MARKER: DD = SURVEY DISK
 SV1601_SETTING: 0 = UNSPECIFIED SETTING
 SV1601
 SV1601  HISTORY     - Date     Condition        Report By
 SV1601  HISTORY     - 1956     MONUMENTED       USGS
 SV1601  HISTORY     - 1958     GOOD             CGS
 SV1601
 SV1601                          STATION DESCRIPTION
 SV1601
 SV1601'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV1601'LOCATED ABOUT 3 MI N. OF HARRISON.  ON PARTIALLY-TIMBERED RIDGE.
 SV1601'
 SV1601'TO REACH FROM HARRISON POST OFFICE, DRIVE 2.8 MI N. ON U.S. HWY.
 SV1601'95A.  TURN RIGHT 0.8 MI N. ON DIRT RD. TO RD. FORKS RIGHT,
 SV1601'CONTINUE STRAIGHT AHEAD 0.3 MI TO RD. FORKS.  TAKE LEFT FORK 0.2
 SV1601'MI TO 4-WAY RD. JCT.  TAKE EXTREME RIGHT FORK 0.7 MI TO RD.
 SV1601'FORKS.  TAKE LEFT FORK 0.8 MI TO SADDLE AND END OF RD.  WALK ABOUT
 SV1601'0.3 MI NE. UP RIDGE TO CLEARING AND STATION.
 SV1601'
 SV1601'STATION MARK--STANDARD BRONZE TABLET STAMPED---HARRISON---,
 SV1601'CEMENTED IN STOVEPIPE BURIED FLUSH WITH GROUND.
 SV1601'
 SV1601'RM 1--COPPER NAIL AND WASHER IN CENTER OF 6-INCH TRIANGULAR
 SV1601'BLAZE IN TRIMMED 6-INCH PINE TREE.
 SV1601'
 SV1601'RM 2--COPPER NAIL AND WASHER IN CENTER OF 6-INCH BLAZE IN
 SV1601'TRIMMED 4-INCH FIR TREE.
 SV1601'
 SV1601'RM 1--NGS DISK STAMPED---HARRISON USGS NO 1 1958---, IN TOP OF
 SV1601'CONCRETE-FILLED SOIL PIPE PROJECTING 4 INCHES, ABOUT 1.5 FT BELOW
 SV1601'STATION MARK.
 SV1601'
 SV1601'RM 2--NGS DISK STAMPED---HARRISON USGS NO 2 1958---, IN TOP OF
 SV1601'CONCRETE-FILLED SOIL PIPE PROJECTING 4 INCHES, ABOUT 1 FT BELOW
 SV1601'STATION MARK.
 SV1601
 SV1601                          STATION RECOVERY (1958)
 SV1601
 SV1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1601'LOCATED ABOUT 3 MILES NORTH OF HARRISON, ON A PARTIALLY
 SV1601'TIMBERED RIDGE, NEAR THE CENTER OF SECTION 18, R3W, T4N.
 SV1601'
 SV1601'TO REACH FROM THE POST OFFICE AT HARRISON GO NORTH ON U.S. HIGHWAY
 SV1601'95 ALTERNATE FOR 2.8 MILES TO A DIRT ROAD, TURN RIGHT ON DIRT
 SV1601'ROAD FOR 1.35 MILES TO A Y FORK, KEEP LEFT FORK UP GRADE FOR
 SV1601'0.25 MILE CROSSING CATTLE GUARD AND CONTINUE ON ROAD FOR 0.15
 SV1601'MILE TO A T FORK, TURN RIGHT TOWARDS OLD BUILDING IN DRAW
 SV1601'(ROAD STRAIGHT AHEAD LEADS TO FARM HOUSE.) FOR 0.15 MILE,
 SV1601'PASS THROUGH WOOD GATE, GO AHEAD SLIGHTLY TURN RIGHT THROUGH
 SV1601'GATE THROUGH FEED YARD FOR 0.1 MILE TO A FOUR POINT CROSSING
 SV1601'OF ROADS IN DRAW, KEEP CENTER ROAD THROUGH GATE ON A LOGGING
 SV1601'ROAD FOR 1.7 MILES TO ITS END.  FOUR-WHEEL DRIVE CAN BE
 SV1601'DRIVEN 0.1 MILE FURTHER BY TURNING RIGHT UP RIDGE, WORKING
 SV1601'ALONG RIDGE TO HEAVY UNDER BRUSH AND END OF TRUCK TRAVEL.  PACK
 SV1601'ALONG SIDE OF RIDGE FOR 100 YARDS TO STATION.
 SV1601'
 SV1601'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 SV1601'HARRISON 1956, SET IN TOP OF A CONCRETE FILLED SECTION OF
 SV1601'STOVE PIPE, 3-INCHES BY 24-INCHES.
 SV1601'
 SV1601'REFERENCE MARK 1, A STANDARD DISK STAMPED HARRISON USGS NO 1
 SV1601'1958, SET IN TOP OF A CONCRETE FILLED ORANGEBURG SOIL PIPE,
 SV1601'PROJECTING 4-INCHES AND ABOUT 1 1/2-FEET BELOW THE STATION.
 SV1601'
 SV1601'REFERENCE MARK 2, A STANDARD DISK STAMPED HARRISON USGS NO 2
 SV1601'1958, SET IN TOP OF A CONCRETE FILLED ORANGEBURG SOIL PIPE,
 SV1601'PROJECTING 6-INCHES AND ABOUT 1-FOOT BELOW THE STATION.
 SV1601'
 SV1601'TO REACH BENCH MARK C 134 1935 FROM THE POST OFFICE AT HARRISON
 SV1601'GO NORTH ON U.S. HIGHWAY 95 ALTERNATE FOR 1.1 MILES (ENROUTE
 SV1601'TO STATION) TO A HOUSE, 0.1 MILE SOUTH OF A HIGHWAY BRIDGE,
 SV1601'42.8 FEET SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 35.0 FEET
 SV1601'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10.0 FEET
 SV1601'SOUTHEAST OF THE WEST CORNER OF A FENCE, AND 0.9 FEET SOUTHWEST
 SV1601'OF A NORTHWEST AND SOUTHEAST FENCE.  A STANDARD DISK, STAMPED
 SV1601'C 134 1935 AND SET IN TOP OF A 6 X 6 INCH CONCRETE POST, FLUSH
 SV1601'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0715 ***********************************************************************
 OX0715  DESIGNATION -  HARRISON
 OX0715  PID         -  OX0715
 OX0715  STATE/COUNTY-  ID/MADISON
 OX0715  USGS QUAD   -  WHITE OWL BUTTE (1951)
 OX0715
 OX0715                         *CURRENT SURVEY CONTROL
 OX0715  ___________________________________________________________________
 OX0715* NAD 83(1992)-  43 49 40.66568(N)    111 30 29.67710(W)     ADJUSTED  
 OX0715* NAVD 88     -      1866.8    (meters)    6125.     (feet)  VERTCON   
 OX0715  ___________________________________________________________________
 OX0715  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 OX0715  GEOID HEIGHT-         -10.57  (meters)                     GEOID03
 OX0715
 OX0715  HORZ ORDER  -  THIRD
 OX0715
 OX0715.The horizontal coordinates were established by classical geodetic methods
 OX0715.and adjusted by the National Geodetic Survey in July 1992..
 OX0715
 OX0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0715
 OX0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0715
 OX0715.The geoid height was determined by GEOID03.
 OX0715
 OX0715;                    North         East     Units Scale Factor Converg.
 OX0715;SPC ID E     -   240,291.768   252,959.221   MT  0.99998185   +0 27 21.5
 OX0715;UTM  12      - 4,852,890.840   459,134.438   MT  0.99962054   -0 21 07.1
 OX0715
 OX0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0715!SPC ID E     -   0.99970902  x   0.99998185  =   0.99969087
 OX0715!UTM  12      -   0.99970902  x   0.99962054  =   0.99932967
 OX0715
 OX0715:                Primary Azimuth Mark                     Grid Az
 OX0715:SPC ID E     -  SLOPE                                    188 01 26.7
 OX0715:UTM  12      -  SLOPE                                    188 49 55.3
 OX0715
 OX0715|---------------------------------------------------------------------|
 OX0715| PID    Reference Object                     Distance      Geod. Az  |
 OX0715|                                                           dddmmss.s |
 OX0715| OX0716 SLOPE                               APPROX. 4.3 KM 1882848.2 |
 OX0715|---------------------------------------------------------------------|
 OX0715
 OX0715                          SUPERSEDED SURVEY CONTROL
 OX0715
 OX0715  NAD 83(1986)-  43 49 40.66059(N)    111 30 29.65721(W) AD(       ) 3
 OX0715  NAD 27      -  43 49 40.96840(N)    111 30 26.83053(W) AD(       ) 3
 OX0715  NGVD 29 (07/19/86) 1865.6    (m)         6121.     (f) VERT ANG       
 OX0715
 OX0715.Superseded values are not recommended for survey control.
 OX0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0715.See file dsdata.txt to determine how the superseded data were derived.
 OX0715
 OX0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP5913452891(NAD 83)
 OX0715_MARKER: DD = SURVEY DISK
 OX0715_SETTING: 66 = SET IN ROCK OUTCROP
 OX0715_SP_SET: SET IN ROCK OUTCROP
 OX0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0715+STABILITY: POSITION/ELEVATION WELL
 OX0715
 OX0715  HISTORY     - Date     Condition        Report By
 OX0715  HISTORY     - 1947     MONUMENTED       USGS
 OX0715  HISTORY     - 1964     GOOD             USGS
 OX0715
 OX0715                          STATION DESCRIPTION
 OX0715
 OX0715'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OX0715'LOCATED ABOUT 6.1 MI. SE. OF NEWDALE AND 2 MI. S. OF U.S. HIGHWAY
 OX0715'20, ON PROMINENT ROCKY BUTTE ISOLATED BY GRAIN FIELDS AND KNOWN
 OX0715'LOCALLY AS HARRISON BUTTE.  STATION IS ON SW. EDGE OF BUTTE, 250 FT.
 OX0715'SW. OF HIGHEST FLAT POINT AND 7 FT. LOWER.  GOOD VISIBILITY IN ALL
 OX0715'DIRECTIONS.
 OX0715'
 OX0715'TO REACH FROM RR. CROSSING IN NEWDALE, DRIVE 5.3 MI. E. AND SE. ON
 OX0715'U.S. HIGHWAY 20 TO DIRT SIDE RD., TURN S. PAST FARM BUILDINGS ALONG
 OX0715'FIELD RDS. IN S. AND SW. DIRECTION TOWARDS PROMINENT VISIBLE BUTTE
 OX0715'FOR 3.5 MI., LEAVE RD. ON NOSE OF BUTTE AND TURN BACK N. ON FIELD RD.
 OX0715'AND ACROSS CULTIVATED FIELD FOR 0.2 MI. TO SW. EDGE OF BUTTE.
 OX0715'
 OX0715'STATION MARK--STANDARD TABLET STAMPED---HARRISON 1947--- CEMENTED
 OX0715'IN ROCK OUTCROP.
 OX0715'
 OX0715'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OX0715'---NO 1--- CEMENTED IN ROCK OUTCROP, 42.97 FT. FROM STATION MARK,
 OX0715'N 00 DEG 47 MIN W.
 OX0715'
 OX0715'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OX0715'---NO 2--- CEMENTED IN ROCK OUTCROP, 48.46 FT. FROM STATION MARK,
 OX0715'N 80 DEG 11 MIN E.
 OX0715
 OX0715                          STATION RECOVERY (1964)
 OX0715
 OX0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OX0715'U.S. HIGHWAY 20, MENTIONED IN THE --TO REACH--
 OX0715'DESCRIPTION IS NOW DESIGNATED AS STATE HIGHWAY 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1146 ***********************************************************************
 OH1146  DESIGNATION -  HART
 OH1146  PID         -  OH1146
 OH1146  STATE/COUNTY-  ID/OWYHEE
 OH1146  USGS QUAD   -  SINKER CANYON (1990)
 OH1146
 OH1146                         *CURRENT SURVEY CONTROL
 OH1146  ___________________________________________________________________
 OH1146* NAD 83(1992)-  43 00 40.78577(N)    116 30 51.57997(W)     ADJUSTED  
 OH1146* NAVD 88     -      1167.9    (meters)    3832.     (feet)  VERTCON   
 OH1146  ___________________________________________________________________
 OH1146  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 OH1146  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 OH1146
 OH1146  HORZ ORDER  -  THIRD
 OH1146
 OH1146.The horizontal coordinates were established by classical geodetic methods
 OH1146.and adjusted by the National Geodetic Survey in July 1992..
 OH1146
 OH1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1146
 OH1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1146
 OH1146.The geoid height was determined by GEOID03.
 OH1146
 OH1146;                    North         East     Units Scale Factor Converg.
 OH1146;SPC ID W     -   149,638.516   737,691.448   MT  0.99998108   -0 31 17.0
 OH1146;UTM  11      - 4,762,187.335   539,579.103   MT  0.99961927   +0 19 52.7
 OH1146
 OH1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1146!SPC ID W     -   0.99981955  x   0.99998108  =   0.99980063
 OH1146!UTM  11      -   0.99981955  x   0.99961927  =   0.99943889
 OH1146
 OH1146:                Primary Azimuth Mark                     Grid Az
 OH1146:SPC ID W     -  SILVER                                   254 14 32.3
 OH1146:UTM  11      -  SILVER                                   253 23 22.6
 OH1146
 OH1146|---------------------------------------------------------------------|
 OH1146| PID    Reference Object                     Distance      Geod. Az  |
 OH1146|                                                           dddmmss.s |
 OH1146| NW0395 SILVER                              APPROX.12.2 KM 2534315.3 |
 OH1146|---------------------------------------------------------------------|
 OH1146
 OH1146                          SUPERSEDED SURVEY CONTROL
 OH1146
 OH1146  NAD 83(1986)-  43 00 40.78715(N)    116 30 51.56884(W) AD(       ) 3
 OH1146  NGVD 29 (01/23/89) 1166.8    (m)         3828.     (f) VERT ANG       
 OH1146
 OH1146.Superseded values are not recommended for survey control.
 OH1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1146.See file dsdata.txt to determine how the superseded data were derived.
 OH1146
 OH1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH3957962187(NAD 83)
 OH1146_MARKER: DS = TRIANGULATION STATION DISK
 OH1146_SETTING: 0 = UNSPECIFIED SETTING
 OH1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1146
 OH1146  HISTORY     - Date     Condition        Report By
 OH1146  HISTORY     - 1947     MONUMENTED       USGS
 OH1146
 OH1146                          STATION DESCRIPTION
 OH1146
 OH1146'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OH1146'LOCATED ABOUT 11.5 MI. E. OF SILVER CITY, 7 MI. SW. OF OREANA, ON A
 OH1146'LONG, NARROW SPUR RIDGE BETWEEN HART CREEK AND PICKET CREEK, ON A
 OH1146'HIGH POINT OF THE SPUR WHICH CONTINUES W. UP INTO THE SILVER CITY
 OH1146'RANGE.
 OH1146'
 OH1146'TO REACH FROM OREANA POST OFFICE, DRIVE W. ON RD. TOWARD MURPHY FOR
 OH1146'0.8 MI. TO RD. FORKS, TAKE LEFT FORK AND DRIVE UP PICKET CREEK 1.2
 OH1146'MI. TO RD. FORKS, TAKE LEFT FORK (S.) ALONG FENCE LINE AND ACROSS
 OH1146'PICKET CREEK 0.2 MI. TO RD. FORKS, TAKE RIGHT FORK (SW.) AND DRIVE
 OH1146'UP CREEK BOTTOM AND UP ONTO RIDGE, GO W. ALONG RIDGE 5.3 MI. TO RD.
 OH1146'FORKS, CONTINUE W. ON CENTER FORK 0.2 MI. TO RISE AND STATION, ABOUT
 OH1146'30 FT. N. OF RD.
 OH1146'
 OH1146'STATION MARK--STANDARD TABLET STAMPED---HART 1947---, CEMENTED IN
 OH1146'ROCK BURIED IN GROUND.
 OH1146'
 OH1146'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OH1146'---NO 1---, CEMENTED IN ROCK BURIED IN GROUND, DISTANCE OF 45.93 FT.
 OH1146'AND IN BEARING OF N 53 DEG. 59 MIN. W FROM STATION.
 OH1146'
 OH1146'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OH1146'---NO 2---, CEMENTED IN ROCK BURIED IN GROUND, DISTANCE OF 41.62 FT.
 OH1146'AND IN BEARING OF N 36 DEG. 1 MIN. E FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0933 ***********************************************************************
 TO0933  DESIGNATION -  HARVEY RESET
 TO0933  PID         -  TO0933
 TO0933  STATE/COUNTY-  ID/BOUNDARY
 TO0933  USGS QUAD   -  HALL MOUNTAIN (1996)
 TO0933
 TO0933                         *CURRENT SURVEY CONTROL
 TO0933  ___________________________________________________________________
 TO0933* NAD 83(1992)-  48 59 33.33811(N)    116 17 10.92122(W)     ADJUSTED  
 TO0933* NAVD 88     -      1952.6    (meters)    6406.     (feet)  VERTCON   
 TO0933  ___________________________________________________________________
 TO0933  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 TO0933  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 TO0933
 TO0933  HORZ ORDER  -  THIRD
 TO0933
 TO0933.The horizontal coordinates were established by classical geodetic methods
 TO0933.and adjusted by the National Geodetic Survey in July 1992..
 TO0933
 TO0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0933
 TO0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0933
 TO0933.The geoid height was determined by GEOID03.
 TO0933
 TO0933;                    North         East     Units Scale Factor Converg.
 TO0933;SPC ID W     -   814,274.835   760,749.941   MT  0.99995225   -0 24 17.1
 TO0933;UTM  11      - 5,426,877.825   552,204.472   MT  0.99963348   +0 32 18.7
 TO0933
 TO0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0933!SPC ID W     -   0.99969656  x   0.99995225  =   0.99964882
 TO0933!UTM  11      -   0.99969656  x   0.99963348  =   0.99933015
 TO0933
 TO0933:                Primary Azimuth Mark                     Grid Az
 TO0933:SPC ID W     -  BOUNDARY MON 212 CD US                   036 02 58.4
 TO0933:UTM  11      -  BOUNDARY MON 212 CD US                   035 06 22.6
 TO0933
 TO0933|---------------------------------------------------------------------|
 TO0933| PID    Reference Object                     Distance      Geod. Az  |
 TO0933|                                                           dddmmss.s |
 TO0933| TO1123 BOUNDARY MON 212 CD US              APPROX. 1.1 KM 0353841.3 |
 TO0933|---------------------------------------------------------------------|
 TO0933
 TO0933                          SUPERSEDED SURVEY CONTROL
 TO0933
 TO0933  NAD 83(1986)-  48 59 33.35131(N)    116 17 10.91238(W) AD(       ) 3
 TO0933  NAD 27      -  48 59 33.54475(N)    116 17 07.17078(W) AD(       ) 3
 TO0933  NGVD 29 (07/19/86) 1951.3    (m)         6402.     (f) VERT ANG       
 TO0933
 TO0933.Superseded values are not recommended for survey control.
 TO0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0933.See file dsdata.txt to determine how the superseded data were derived.
 TO0933
 TO0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ5220426878(NAD 83)
 TO0933_MARKER: DD = SURVEY DISK
 TO0933_SETTING: 66 = SET IN ROCK OUTCROP
 TO0933_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TO0933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0933+STABILITY: POSITION/ELEVATION WELL
 TO0933
 TO0933  HISTORY     - Date     Condition        Report By
 TO0933  HISTORY     - 1930     MONUMENTED       IBC
 TO0933  HISTORY     - 1964     GOOD             USGS
 TO0933
 TO0933                          STATION DESCRIPTION
 TO0933
 TO0933'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1930
 TO0933'ON THE CREST OF THE RIDGE BETWEEN THE MOYIE VALLEY ON THE EAST AND
 TO0933'MISSION CREEK ON THE WEST, .06 MILE SOUTH OF THE INTERNATIONAL
 TO0933'BOUNDARY, ON THE SAME RIDGE AND SOUTHWEST OF MONUMENT 212, ACCESSIBLE
 TO0933'OVER US FOREST SERVICE ROADS AND TRAILS FROM ROUND PRAIRIE.
 TO0933'
 TO0933'STATION MARK--IN 1930 THE STATION WAS RECOVERED AS FORMERLY DESCRIBED.
 TO0933'IT WAS RE - MARKED BY SETTING A BRONZE - DISK STATION MARK, BEARING
 TO0933'THE WORDS---INTERNATIONAL BOUNDARY COMMISSION---, IN THE ORIGINAL
 TO0933'DRILL HOLE IN ROCK.
 TO0933
 TO0933                          STATION RECOVERY (1964)
 TO0933
 TO0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0933'LOCATED ABOUT 9.5 MI. (AIRLINE) ESE. OF PORTHILL, ABOUT 8 MI. NE. OF
 TO0933'COPELAND, ABOUT 5 MI. WSW. OF EASTPORT, AT THE SUMMIT OF HARVEY
 TO0933'MOUNTAIN.  STATION IS ON THE N. AND HIGHEST POINT OF MOUNTAIN, ABOUT
 TO0933'0.6 MI. S. OF THE INTERNATIONAL BOUNDARY.
 TO0933'
 TO0933'REACHED BY HELICOPTER.  STATION IS ACCESSIBLE BY RDS. AND TRAILS
 TO0933'BEGINNING IN THE VICINITY OF ROUND PRAIRIE.
 TO0933'
 TO0933'STATION MARK--A BRONZE TABLET STAMPED---INTERNATIONAL BOUNDARY
 TO0933'COMMISSION - HARVEY 1905 - 1934---, SET IN SOLID ROCK OUTCROP.
 TO0933'
 TO0933'NOTE--STATION MARK WAS STAMPED---HARVEY 1905 - 1934--- BY USGS IN
 TO0933'1964.
 TO0933'
 TO0933'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1852 ***********************************************************************
 RZ1852  DESIGNATION -  HATWAI
 RZ1852  PID         -  RZ1852
 RZ1852  STATE/COUNTY-  ID/NEZ PERCE
 RZ1852  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ1852
 RZ1852                         *CURRENT SURVEY CONTROL
 RZ1852  ___________________________________________________________________
 RZ1852* NAD 83(1992)-  46 27 58.82091(N)    116 55 00.79730(W)     ADJUSTED  
 RZ1852* NAVD 88     -       751.3    (meters)    2465.     (feet)  VERTCON   
 RZ1852  ___________________________________________________________________
 RZ1852  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 RZ1852  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 RZ1852
 RZ1852  HORZ ORDER  -  SECOND
 RZ1852
 RZ1852.The horizontal coordinates were established by classical geodetic methods
 RZ1852.and adjusted by the National Geodetic Survey in July 1992..
 RZ1852
 RZ1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1852
 RZ1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1852
 RZ1852.The geoid height was determined by GEOID03.
 RZ1852
 RZ1852;                    North         East     Units Scale Factor Converg.
 RZ1852;SPC ID W     -   533,934.848   710,377.662   MT  1.00003203   -0 50 45.7
 RZ1852;SPC WA S     -   132,182.616   775,101.094   MT  0.99991674   +2 36 09.9
 RZ1852;SPC WA S     -   433,669.13  2,542,977.51   sFT  0.99991674   +2 36 09.9
 RZ1852;UTM  11      - 5,145,866.447   506,381.264   MT  0.99960050   +0 03 36.9
 RZ1852
 RZ1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1852!SPC ID W     -   0.99988508  x   1.00003203  =   0.99991711
 RZ1852!SPC WA S     -   0.99988508  x   0.99991674  =   0.99980183
 RZ1852!UTM  11      -   0.99988508  x   0.99960050  =   0.99948563
 RZ1852
 RZ1852:                Primary Azimuth Mark                     Grid Az
 RZ1852:SPC ID W     -  HATWAI AZ MK                             101 58 23.9
 RZ1852:SPC WA S     -  HATWAI AZ MK                             098 31 28.3
 RZ1852:UTM  11      -  HATWAI AZ MK                             101 04 01.3
 RZ1852
 RZ1852|---------------------------------------------------------------------|
 RZ1852| PID    Reference Object                     Distance      Geod. Az  |
 RZ1852|                                                           dddmmss.s |
 RZ1852| CH7498 HATWAI AZ MK                                       1010738.2 |
 RZ1852| RZ1839 VOR LEWISTON LWS                    APPROX.10.1 KM 1585115.5 |
 RZ1852| RZ1855 LEWISTON RAD STA KRLC S TWR         APPROX.10.1 KM 2145106.1 |
 RZ1852| RZ1856 LEWISTON RAD STA KRLC N TWR         APPROX.10.0 KM 2152043.9 |
 RZ1852| CH7499 HATWAI RM 1                           4.455 METERS 22916     |
 RZ1852| RZ1587 CLARKSTON TV STATION KLEW MAST      APPROX.14.1 KM 2655833.4 |
 RZ1852| CH7500 HATWAI RM 2                           2.840 METERS 31203     |
 RZ1852|---------------------------------------------------------------------|
 RZ1852
 RZ1852                          SUPERSEDED SURVEY CONTROL
 RZ1852
 RZ1852  NAD 83(1991)-  46 27 58.82306(N)    116 55 00.79670(W) AD(       ) 2
 RZ1852  NAD 83(1986)-  46 27 58.82680(N)    116 55 00.79201(W) AD(       ) 2
 RZ1852  NAD 27      -  46 27 59.23650(N)    116 54 57.23470(W) AD(       ) 2
 RZ1852  NGVD 29 (07/19/86)  750.3    (m)         2462.     (f) VERT ANG       
 RZ1852
 RZ1852.Superseded values are not recommended for survey control.
 RZ1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1852.See file dsdata.txt to determine how the superseded data were derived.
 RZ1852
 RZ1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0638145866(NAD 83)
 RZ1852_MARKER: DD = SURVEY DISK
 RZ1852_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1852
 RZ1852  HISTORY     - Date     Condition        Report By
 RZ1852  HISTORY     - 1957     MONUMENTED       USGS
 RZ1852  HISTORY     - 1959     GOOD             CGS
 RZ1852  HISTORY     - 1970     SEE DESCRIPTION  BPA
 RZ1852  HISTORY     - 1977     GOOD             NOS
 RZ1852
 RZ1852                          STATION DESCRIPTION
 RZ1852
 RZ1852'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1852'LOCATED ABOUT 4 MI N. AND 5 MI E. OF LEWISTON.  ON PROMINENT KNOLL
 RZ1852'NEAR RIMROCK NE. OF HATWAI CREEK.
 RZ1852'
 RZ1852'TO REACH FROM LEWISTON POST OFFICE, DRIVE N. ONE BLOCK TO MAIN
 RZ1852'STREET.  THENCE 1.6 MI E. ON MAIN STREET CROSSING BRIDGE OVER
 RZ1852'CLEARWATER RIVER TO JCT. WITH U.S. HWY. 95.  THENCE 2.5 MI E. ON
 RZ1852'U.S. HWY. 95 TO DAM ACROSS RIVER.  TURN LEFT AWAY FROM DAM THEN
 RZ1852'RIGHT 1.2 MI ON OLD GENESEE RD. TO BRIDGE ACROSS HATWAI CREEK.
 RZ1852'ASCEND GRADE 1.9 MI FURTHER TO HAIRPIN CURVE JUST BELOW SUMMIT OF
 RZ1852'RIMROCK TO STATION WHICH IS ABOUT 0.5 MI SW.  PACK DIAGONALLY UP
 RZ1852'SLOPE TO SUMMIT OF PROMINENT KNOLL.  A 15-MINUTE PACK.  STATION
 RZ1852'IS 10.96 FT FROM USGS INTERSECTED CHISELED CROSS STATION HATWAI
 RZ1852'1941.
 RZ1852'
 RZ1852'STATION MARK--STANDARD TABLET STAMPED---HATWAI 1957---, CEMENTED IN
 RZ1852'DRILL HOLE IN ROCK OUTCROP ABOUT 6 INCHES ABOVE GROUND.
 RZ1852'
 RZ1852'RM 1--STANDARD RM TABLET STAMPED---RM 1 1957---, CEMENTED IN DRILL
 RZ1852'HOLE IN ROCK OUTCROP.
 RZ1852'
 RZ1852'RM 2--STANDARD RM TABLET STAMPED---RM 2 1957---, CEMENTED IN DRILL
 RZ1852'HOLE IN ROCK OUTCROP.
 RZ1852
 RZ1852                          STATION RECOVERY (1959)
 RZ1852
 RZ1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1852'STATION IS ABOUT 5 MILES WEST AND 1-1/4 MILES NORTH OF SPALDING
 RZ1852'JUNCTION, 4 MILES WEST AND 3 MILES NORTH OF THE NORTH END
 RZ1852'OF THE CLEARWATER RIVER BRIDGE IN NORTH LEWISTON AND 2-1/4
 RZ1852'MILES NORTHWEST OF THE NEAREST PART OF THE CLEARWATER RIVER.
 RZ1852'ON THE HIGHEST POINT OF A HIGH ROUND ROCKY TOPPED BUTTE, IN
 RZ1852'THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 13, R 5 W,
 RZ1852'T 36 N.
 RZ1852'
 RZ1852'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 95 AND 410 IN
 RZ1852'NORTH LEWISTON, GO EAST ON U.S. HIGHWAY 95 FOR 2.6 MILES TO
 RZ1852'THE NORTH END OF DAM OVER THE CLEARWATER RIVER AND SIDE ROAD
 RZ1852'LEFT, TURN LEFT, NORTHEAST UP STEEP WINDING GRAVEL ROAD FOR
 RZ1852'4.4 MILES TO WERE AN OLD ROAD LEADS LEFT, TURN SHARP LEFT,
 RZ1852'SOUTHWEST AND WEST ON TRACK ROAD FOR 0.65 MILE TO A WIRE GATE
 RZ1852'AND AZIMUTH MARK ON THE LEFT, PASS THROUGH GATE, CONTINUE WEST
 RZ1852'ACROSS FIELD TO HGIHEST POINT AND STATION.
 RZ1852'
 RZ1852'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 RZ1852'STAMPED HATWAI 1957, SET IN A DRILL HOLE IN A 3 X 1-1/2 FOOT
 RZ1852'BOULDER, PROJECTING 4 INCHES.  IT IS 12 FEET EAST-SOUTHEAST
 RZ1852'OF A 5 FOOT HIGH CAIRN.
 RZ1852'
 RZ1852'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 RZ1852'DISK, STAMPED R.M. 1 1957, SET IN A DRILL HOLE IN A 3 X 3 FOOT
 RZ1852'BOULDER, PROJECTING 10 INCHES.  IT IS 13 FEET SOUTH OF THE CAIRN.
 RZ1852'
 RZ1852'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 RZ1852'DISK, STAMPED R.M. 2 1957, SET IN A DRILL HOLE IN A 1 X 1 FOOT
 RZ1852'BOULDER, PROJECTING 3 INCHES.  IT IS 5 FEET NORTHEAST OF THE
 RZ1852'CAIRN.
 RZ1852'
 RZ1852'AZIMUTH MARK IS A STANDARD DISK, STAMPED HATWAI USGS 1959,
 RZ1852'SET IN A DRILL HOLE IN A 3 X 2 FOOT BOULDER PROJECTING 18 INCHES.
 RZ1852'IT IS 291 FEET SOUTH-SOUTHWEST OF THE SOUTH GATE POST IN A
 RZ1852'NORTH-SOUTH FENCE LINE, 82 FEET WEST OF THE NORTH-SOUTH FENCE
 RZ1852'LINE, 67 FEET NORTHWEST OF THE WEST ONE OF 2 POWERLINE POLES
 RZ1852'AND ABOUT 35 FEET LOWER THAN THE TRACK ROAD.
 RZ1852
 RZ1852                          STATION RECOVERY (1970)
 RZ1852
 RZ1852'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1970
 RZ1852'TO REACH ADEQUATE.  STATION PROPER, BOTH R.M.S 1 AND 2 AND
 RZ1852'AZIMUTH MARK ALL FOUND IN GOOD CONDITION.  1970
 RZ1852
 RZ1852                          STATION RECOVERY (1977)
 RZ1852
 RZ1852'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1977 (RBM)
 RZ1852'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 RZ1852'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1619 ***********************************************************************
 SV1619  DESIGNATION -  HAUSER
 SV1619  PID         -  SV1619
 SV1619  STATE/COUNTY-  ID/KOOTENAI
 SV1619  USGS QUAD   -  RATHDRUM (1996)
 SV1619
 SV1619                         *CURRENT SURVEY CONTROL
 SV1619  ___________________________________________________________________
 SV1619* NAD 83(1999)-  47 45 09.04174(N)    116 58 01.80510(W)     ADJUSTED  
 SV1619* NAVD 88     -       660.4    (meters)    2167.     (feet)  VERTCON   
 SV1619  ___________________________________________________________________
 SV1619  X           -  -1,948,403.241 (meters)                     COMP
 SV1619  Y           -  -3,829,379.771 (meters)                     COMP
 SV1619  Z           -   4,698,894.912 (meters)                     COMP
 SV1619  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 SV1619  ELLIP HEIGHT-         642.54  (meters)          (05/11/01) GPS OBS
 SV1619  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SV1619
 SV1619  HORZ ORDER  -  FIRST
 SV1619  ELLP ORDER  -  FIFTH     CLASS II
 SV1619
 SV1619.The horizontal coordinates were established by classical geodetic methods
 SV1619.and adjusted by the National Geodetic Survey in May 2001..
 SV1619.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1619.DATUM ITEM on the data sheet items page.
 SV1619
 SV1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1619
 SV1619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1619
 SV1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1619
 SV1619.The ellipsoidal height was determined by GPS observations
 SV1619.and is referenced to NAD 83.
 SV1619
 SV1619.The geoid height was determined by GEOID03.
 SV1619
 SV1619;                    North         East     Units Scale Factor Converg.
 SV1619;SPC ID W     -   676,968.854   708,741.557   MT  1.00003564   -0 54 03.8
 SV1619;SPC WA N     -    90,945.586   789,758.350   MT  0.99996248   +2 52 42.4
 SV1619;SPC WA N     -   298,377.31  2,591,065.52   sFT  0.99996248   +2 52 42.4
 SV1619;UTM  11      - 5,288,794.034   502,460.804   MT  0.99960007   +0 01 27.5
 SV1619
 SV1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1619!SPC ID W     -   0.99989930  x   1.00003564  =   0.99993494
 SV1619!SPC WA N     -   0.99989930  x   0.99996248  =   0.99986178
 SV1619!UTM  11      -   0.99989930  x   0.99960007  =   0.99949941
 SV1619
 SV1619|---------------------------------------------------------------------|
 SV1619| PID    Reference Object                     Distance      Geod. Az  |
 SV1619|                                                           dddmmss.s |
 SV1619| CH7502 HAUSER RM 1                          26.186 METERS 11356     |
 SV1619| CH7503 HAUSER RM 2                          25.383 METERS 24455     |
 SV1619| CH7501 HAUSER AZ MK                                       3181520.3 |
 SV1619| SV1621 HAUSER AZ MK 2                      APPROX. 1.6 KM 3182330.7 |
 SV1619| SV1620 HAUSER RM A                          27.660 METERS 33839     |
 SV1619|---------------------------------------------------------------------|
 SV1619
 SV1619                          SUPERSEDED SURVEY CONTROL
 SV1619
 SV1619  NAD 83(1992)-  47 45 09.04025(N)    116 58 01.80618(W) AD(       ) 1
 SV1619  ELLIP H (07/28/92)  642.99   (m)                       GP(       ) 5 1
 SV1619  NAD 83(1991)-  47 45 09.03973(N)    116 58 01.80084(W) AD(       ) 1
 SV1619  ELLIP H (12/09/91)  642.64   (m)                       GP(       ) 4 1
 SV1619  NAD 83(1986)-  47 45 09.04718(N)    116 58 01.79607(W) AD(       ) 1
 SV1619  NAD 27      -  47 45 09.40062(N)    116 57 58.07906(W) AD(       ) 1
 SV1619  NGVD 29 (07/19/86)  659.2    (m)         2163.     (f) VERT ANG       
 SV1619
 SV1619.Superseded values are not recommended for survey control.
 SV1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1619.See file dsdata.txt to determine how the superseded data were derived.
 SV1619
 SV1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0246188794(NAD 83)
 SV1619_MARKER: DS = TRIANGULATION STATION DISK
 SV1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1619_SP_SET: CONCRETE POST
 SV1619_STAMPING: HAUSER 1968
 SV1619_MARK LOGO: CGS   
 SV1619_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1619+STABILITY: SURFACE MOTION
 SV1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1619+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 SV1619
 SV1619  HISTORY     - Date     Condition        Report By
 SV1619  HISTORY     - 1968     MONUMENTED       CGS
 SV1619  HISTORY     - 1968     GOOD             CGS
 SV1619  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SV1619  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SV1619  HISTORY     - 19810624 GOOD             NGS
 SV1619  HISTORY     - 19900802 GOOD             NGS
 SV1619
 SV1619                          STATION DESCRIPTION
 SV1619
 SV1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SV1619'THE STATION IS LOCATED ABOUT 8 MILES WEST OF HAYDEN LAKE,
 SV1619'2-1/2 MILES NORTHWEST OF POST FALLS AND ON PROPERTY OWNED BY
 SV1619'MR. BODINE.
 SV1619'
 SV1619'TO REACH THE STATION FROM THE POST OFFICE IN POST FALLS, GO WEST
 SV1619'ON U.S. HIGHWAY 10 FOR 1.65 MILES TO A SIDE ROAD RIGHT AND THE
 SV1619'MC GUIRE PILGRIM HOLINESS CHURCH IN THE NORTHEAST ANGLE.  TURN
 SV1619'RIGHT AND GO NORTH ON PAVED ROAD FOR 2.5 MILES TO A SIDE ROAD
 SV1619'RIGHT.  (CONTINUE NORTH ON PAVED ROAD FOR 0.8 MILE TO A
 SV1619'T-INTERSECTION, STATE HIGHWAY 53 AND THE AZIMUTH MARK.) TURN
 SV1619'RIGHT AND GO EAST ON PAVED ROAD FOR 0.6 MILE TO THE STATION ON
 SV1619'THE LEFT.
 SV1619'
 SV1619'THE STATION MARK IS A STANDARD DISK, STAMPED HAUSER 1968, SET
 SV1619'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 SV1619'WITH THE GROUND SURFACE.  IT IS 60 FEET SOUTHEAST OF A ROUND
 SV1619'CONCRETE SILO, 53 FEET NORTH OF THE CENTER OF THE PAVED ROAD,
 SV1619'35.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND
 SV1619'28 FEET WEST OF A NORTH-SOUTH WIRE FENCE.
 SV1619'
 SV1619'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAUSER NO 1 1968,
 SV1619'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 SV1619'PROJECTS 4-INCHES.  THE MARK IS 78 FEET EAST OF THE METAL
 SV1619'WITNESS POST WITH SIGN, 40.5 FEET WEST OF A POWER LINE POLE AND
 SV1619'20 FEET NORTH OF THE CENTER OF THE PAVED ROAD.
 SV1619'
 SV1619'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAUSER NO 2 1968,
 SV1619'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SV1619'4-INCHES.  IT IS 75.8 FEET WEST OF THE METAL WITNESS POST WITH
 SV1619'SIGN, 69 FEET SOUTH OF THE SILO AND 19 FEET NORTH OF THE CENTER
 SV1619'OF THE PAVED ROAD.
 SV1619'
 SV1619'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HAUSER 1968, SET
 SV1619'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 SV1619'6-INCHES.  IT IS 37 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 SV1619'53, 1.8 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED
 SV1619'AND 1 FOOT SOUTH OF A WIRE FENCE.
 SV1619'
 SV1619'THE TRAVERSE CONNECTION NOTED ABOVE WAS REDUCED TO SEA LEVEL.
 SV1619
 SV1619                          STATION RECOVERY (1968)
 SV1619
 SV1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 SV1619'RECOVERED IN GOOD CONDITION.
 SV1619
 SV1619                          STATION RECOVERY (1974)
 SV1619
 SV1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JDS)
 SV1619'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND RM A
 SV1619'WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY L.G. BURDINE
 SV1619'IN 1968.  THE AZIMUTH HAD BEEN DESTROYED BY ROAD CONSTRUCTION
 SV1619'IN THE AREA.
 SV1619'
 SV1619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SV1619'2-1/2 MILES NORTHWEST OF POST FALLS.
 SV1619
 SV1619                          STATION RECOVERY (1977)
 SV1619
 SV1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SV1619'THE STATION MARK, RM 1, RM 2 AND RM A WERE RECOVERED IN GOOD
 SV1619'CONDITION.  THE AZIMUTH MARK WAS FOUND LAYING ON TOP OF THE
 SV1619'GROUND.  THE ORIGINAL CONCRETE POST AND DISK WERE RESET.
 SV1619'
 SV1619'THE STATION IS ABOUT 8 MILES WEST OF HAYDEN LAKE, 2-1/2 MILES
 SV1619'NORTHWEST OF POST FALLS AND ON PROPERTY OWNED BY MR. BODINE.
 SV1619'
 SV1619'TO REACH FROM THE POST OFFICE IN POST FALLS, GO WEST ON
 SV1619'U.S. HIGHWAY 10 FOR 0.25 MILE TO A TRAFFIC LIGHT, CONTINUE WEST
 SV1619'ON THE HIGHWAY FOR 1.5 MILES TO MC GUIRE ROAD, TURN RIGHT AND GO
 SV1619'NORTH FOR 2.5 MILES TO A ROAD RIGHT (BODINE AVE).  TO REACH
 SV1619'THE AZIMUTH MARK CONTINUE NORTH 0.7 MILE TO THE INTERSECTION
 SV1619'OF STATE HIGHWAY 53 AND MC GUIRE ROAD.  TO REACH THE STATION
 SV1619'FROM TH INTERSECTION OF MC GUIRE ROAD AND BODINE AVE, GO EAST ON
 SV1619'BODINE AVENUE FOR 0.5 MILE TO MR. BODINES HOUSE ON THE LEFT,
 SV1619'CONTINUE EAST 0.05 MILE TO THE STATION IN THE BARNLOT, 60
 SV1619'FEET SE OF THE SILO.
 SV1619'
 SV1619'THE STATION MARK, STAMPED HAUSER 1968, IS A STANDARD DISK SET IN
 SV1619'A ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS
 SV1619'38.2 FEET NORTHWEST OF AN IRRIGATION STANDARD, 55 FEET NORTH OF
 SV1619'THE CENTER OF THE ROAD, 36.5 FEET NORTH OF THE FENCE AND 28.5
 SV1619'FEET WEST OF A FENCE.
 SV1619'
 SV1619'REFERENCE MARK NO. 1, STAMPED HAUSER NO 1 1968, IS A STANDARD
 SV1619'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 SV1619'IS 20.6 FEET NORTH OF THE CENTER OF THE ROAD, 1 FOOT NORTH OF
 SV1619'THE FENCELINE AND 50.5 FEET EAST OF THE WEST GATEPOST AT A
 SV1619'T-FENCE CORNER.
 SV1619'
 SV1619'REFERENCE MARK NO. 2, STAMPED HAUSER NO 2 1968, IS A STANDARD
 SV1619'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 SV1619'IS 19 FEET NORTH OF THE CENTER OF THE ROAD, 49 FEET NORTHEAST
 SV1619'OF A POWER POLE WITH A TRANSFORMER AND 1 FOOT NORTH OF THE FENCE.
 SV1619'
 SV1619'HAUSER RM A, STAMPED HAUSER RM A 1968, IS A STANDARD DISK SET
 SV1619'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 145 FEET
 SV1619'NORTH OF THE CENTER OF THE ROAD, 40.9 FEET NORTHEAST OF THE
 SV1619'ROUND SILO, 81.6 FEET SOUTH OF A FENCE AND 60.4 FEET WEST OF
 SV1619'A FENCE.
 SV1619'
 SV1619'THE AZIMUTH MARK, STAMPED HAUSER 1968 1977, IS A STANDARD
 SV1619'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 SV1619'IS 36 FEET NORTH OF THE CENTER OF STATE HIGHWAY 53, 6 FEET WEST
 SV1619'OF THE PROJECTED CENTERLINE OF MC GUIRE ROAD, 3 FEET SOUTH OF A
 SV1619'FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 SV1619'
 SV1619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SV1619'2-1/2 MILES NORTHWEST OF POST FALLS.
 SV1619
 SV1619                          STATION RECOVERY (1981)
 SV1619
 SV1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 SV1619'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
 SV1619'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED BUT IT IS NOT IN
 SV1619'ITS ORIGINAL POSITION AND IS NOW STAMPED HAUSER 1968 1977, NO DATA
 SV1619'AVAILABLE ON THE AZIMUTH MARK AT THIS DATE.  THE DISTANCE AND
 SV1619'DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1968
 SV1619'DATA.  DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 SV1619' 
 SV1619'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) W OF HAYDEN LAKE, 4.02
 SV1619'KM (2.50 MI) NW OF POST FALLS AND IN THE FARM YARD OF MR BODINE RT 1,
 SV1619'POST FALLS IDAHO.  TO REACH THE STATION FROM THE POST OFFICE IN POST
 SV1619'FALLS GO W ON SELTICE WAY FOR 0.32 KM (0.20 MI) TO A CROSS STREET AND
 SV1619'TRAFFIC LIGHT.  CONTINUE W ON SELTICE WAY FOR 2.41 KM (1.50 MI) TO A
 SV1619'SIDE ROAD RIGHT.  TURN RIGHT AND GO N ON MCGUIRE ROAD FOR 4.02 KM
 SV1619'(2.50 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AN GO E OF BODINE AVE FOR
 SV1619'0.89 KM (0.55 MI) TO THE BODINE FARM AND THE STATION ON THE LEFT IN
 SV1619'THE BARN YARD.
 SV1619' 
 SV1619'THE STATION IS A STANDARD CGS DISK STAMPED---HAUSER 1968---, SET INTO
 SV1619'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER,
 SV1619'FLUSH WITH GROUND.  THE STATION IS LOCATED 18.29 METERS (60.01 FT) SE
 SV1619'FROM THE EDGE OF THE CONCRETE SILO, 16.15 METERS (52.99 FT) N FROM THE
 SV1619'CENTER OF BOONE AVENUE, 11.58 METERS (37.99 FT) NW FROM AN IRRIGATION
 SV1619'PIPE, 10.67 METERS (35.01 FT) N FROM THE RIGHT OF WAY FENCE.
 SV1619' 
 SV1619'REFERENCE MARK NO 1, IS A STANDARD CGS DISK STAMPED---HAUSER NO 1
 SV1619'1968---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 SV1619'CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  THE
 SV1619'STATION IS LOCATED 6.10 METERS (20.01 FT) N FROM THE CENTER OF BODINE
 SV1619'AVENUE, 0.30 METERS (0.98 FT) N FROM THE RIGHT OF WAY FENCE AND .30
 SV1619'METERS (0.98 FT) LOWER THAN THE STATION.
 SV1619' 
 SV1619'REFERENCE MARK NO 2, IS A STANDARD CGS DISK STAMPED---HAUSER NO 2
 SV1619'1968---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 SV1619'CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  THE
 SV1619'STATION IS LOCATED 21.03 METERS (69.00 FT) S FROM THE EDGE OF THE
 SV1619'CONCRETE SILO, 5.79 METERS (19.00 FT) N FROM THE CENTER OF BODINE
 SV1619'AVENUE, 0.30 METERS (0.98 FT) N FROM THE RIGHT OF WAY FENCE AND .30
 SV1619'METERS (0.98 FT) LOWER THAN THE STATION.
 SV1619' 
 SV1619'AZIMUTH MARK NO 2, IS A STANDARD CGS DISK STAMPED---HAUSER 1968
 SV1619'1977---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 SV1619'CM) IN DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE
 SV1619'STATION IS LOCATED 10.97 METERS (35.99 FT) N FROM THE CENTER OF STATE
 SV1619'HIGHWAY 53, 0.91 METERS (2.99 FT) S FROM A METAL WITNESS POST IN THE
 SV1619'RIGHT OF WAY FENCE.  TO REACH THE AZIMUTH MARK FROM THE STATION GO N
 SV1619'ON BODINE AVENUE FOR 0.89 KM (0.55 MI) TO A T-INTERSECTION.  TURN
 SV1619'RIGHT AND GO N ON MCGUIRE ROAD FOR 1.13 KM (0.70 MI) TO THE JUNCTION
 SV1619'OF STATE HIGHWAY 53 AND THE MARK IN THE NE ANGLE OF THE INTERSECTION.
 SV1619
 SV1619                          STATION RECOVERY (1990)
 SV1619
 SV1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 SV1619'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) WEST OF HAYDEN LAKE, 4.0
 SV1619'KM (2.5 MI) NORTH OF POST FALLS.  OWNWRSHIP--MR. ROY BODINE, POST
 SV1619'FALLS, ID, PHONE (208) 773-4370.
 SV1619'TO REACH THE STATION FROM THE POST OFFICE IN POST FALLS, GO WEST ON
 SV1619'SELTICE WAY FOR 2.73 KM (1.70 MI) TO A SIDE ROAD RIGHT (MCGUIRE ROAD)
 SV1619'.  TURN RIGHT AND GO NORTH ON MCGUIRE ROAD FOR 4.02 KM (2.50 MI) TO A
 SV1619'SIDE ROAD RIGHT (BODINE AVE.).  TURN RIGHT AND GO EAST ON BODINE
 SV1619'AVENUE FOR 0.8 KM (0.5 MI) TO THE RESIDENCE OF ROY BODINE ON THE
 SV1619'LEFT.  CONTINUE EAST ON BODINE AVENUE FOR 0.08 KM (0.05 MI) TO THE
 SV1619'MARK ON THE LEFT IN A BARN YARD.
 SV1619'THE MARK IS SET 16.15 M (52.99 FT) NORTH FROM THE CENTER OF BODINE
 SV1619'AVENUE, 11.58 M (37.99 FT) NORTHWEST FROM AN IRRIGATION PIPE, 10.67 M
 SV1619'(35.01 FT) NORTH OF THE RIGHT-OF-WAY FENCE AND 18.29 M (60.01 FT)
 SV1619'SOUTHEAST FROM THE SOUTHEAST EDGE OF A CONCRETE SILO, 0.2 M (0.7 FT)
 SV1619'BELOW THE LEVEL OF THE ROAD AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1621 ***********************************************************************
 SV1621  DESIGNATION -  HAUSER AZ MK 2
 SV1621  PID         -  SV1621
 SV1621  STATE/COUNTY-  ID/KOOTENAI
 SV1621  USGS QUAD   -  RATHDRUM (1996)
 SV1621
 SV1621                         *CURRENT SURVEY CONTROL
 SV1621  ___________________________________________________________________
 SV1621* NAD 83(1992)-  47 45 48.18209(N)    116 58 53.36790(W)     ADJUSTED  
 SV1621* NAVD 88     -       650.7    (meters)    2135.     (feet)  VERTCON   
 SV1621  ___________________________________________________________________
 SV1621  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 SV1621  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 SV1621
 SV1621  HORZ ORDER  -  THIRD
 SV1621
 SV1621.The horizontal coordinates were established by classical geodetic methods
 SV1621.and adjusted by the National Geodetic Survey in July 1992..
 SV1621.No horizontal observational check was made to the station.
 SV1621
 SV1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1621
 SV1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1621
 SV1621.The geoid height was determined by GEOID03.
 SV1621
 SV1621;                    North         East     Units Scale Factor Converg.
 SV1621;SPC ID W     -   678,194.581   707,686.928   MT  1.00003801   -0 54 42.6
 SV1621;UTM  11      - 5,290,002.039   501,386.984   MT  0.99960002   +0 00 49.3
 SV1621
 SV1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1621!SPC ID W     -   0.99990078  x   1.00003801  =   0.99993879
 SV1621!UTM  11      -   0.99990078  x   0.99960002  =   0.99950084
 SV1621
 SV1621                          SUPERSEDED SURVEY CONTROL
 SV1621
 SV1621  NAD 83(1991)-  47 45 48.18135(N)    116 58 53.36293(W) AD(       ) 3
 SV1621  NAD 83(1986)-  47 45 48.18930(N)    116 58 53.35741(W) AD(       ) 3
 SV1621  NAD 27      -  47 45 48.54370(N)    116 58 49.63716(W) AD(       ) 3
 SV1621  NGVD 29 (07/19/86)  649.5    (m)         2131.     (f) VERT ANG       
 SV1621
 SV1621.Superseded values are not recommended for survey control.
 SV1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1621.See file dsdata.txt to determine how the superseded data were derived.
 SV1621
 SV1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0138790002(NAD 83)
 SV1621_MARKER: DZ = AZIMUTH MARK DISK
 SV1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1621_STAMPING: HAUSER 1968 1977
 SV1621_MARK LOGO: NGS   
 SV1621_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SV1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1621+STABILITY: SURFACE MOTION
 SV1621
 SV1621  HISTORY     - Date     Condition        Report By
 SV1621  HISTORY     - 1977     MONUMENTED       NGS
 SV1621  HISTORY     - 19810624 GOOD             NGS
 SV1621
 SV1621                          STATION DESCRIPTION
 SV1621
 SV1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 SV1621'THE STATION IS LOCATED ABOUT 13.68 KM (8.50 MI) W OF HAYDEN LAKE, 4.83
 SV1621'KM (3.00 MI) NW OF POST FALLS AND ON STATE HIGHWAY RIGHT-OF-WAY.  TO
 SV1621'REACH THE STATION FROM THE POST OFFICE IN POST FALLS GO W ON SELTILE
 SV1621'WAY FOR 0.32 KM (0.20 MI) TO A CROSS STREET AND TRAFFIC LIGHT,
 SV1621'CONTINUE W ON SELTICE WAY FOR 2.41 KM (1.50 MI) TO A SIDE ROAD RIGHT.
 SV1621'TURN RIGHT AND GO NORTH ON MCGUIRE ROAD FOR 5.15 KM (3.20 MI) TO THE
 SV1621'JUNCTION OF STATE HIGHWAY 53 AND THE MARK IN THE NE ANGLE OF THE
 SV1621'INTERSECTION.  THE STATION MARK IS A STANDARD AZIMUTH MARK DISK
 SV1621'STAMPED---HAUSER 1968 1977---, SET IN THE TOP OF A 12-INCH ROUND
 SV1621'CONCRETE MONUMENT THAT PROJECTS 15 CM ABOVE THE GROUND SURFACE.  IT IS
 SV1621'10.97 KM (6.80 MI) N OF THE CENTER OF STATE HIGHWAY 53 AND 0.91 METERS
 SV1621'(2.99 FT) S OF A METAL WITNESS POST SET IN THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1620 ***********************************************************************
 SV1620  DESIGNATION -  HAUSER RM A
 SV1620  PID         -  SV1620
 SV1620  STATE/COUNTY-  ID/KOOTENAI
 SV1620  USGS QUAD   -  RATHDRUM (1996)
 SV1620
 SV1620                         *CURRENT SURVEY CONTROL
 SV1620  ___________________________________________________________________
 SV1620* NAD 83(1992)-  47 45 09.87428(N)    116 58 02.28967(W)     ADJUSTED  
 SV1620* NAVD 88     -       660.2    (meters)    2166.     (feet)  VERTCON   
 SV1620  ___________________________________________________________________
 SV1620  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 SV1620  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SV1620
 SV1620  HORZ ORDER  -  FIRST
 SV1620
 SV1620.The horizontal coordinates were established by classical geodetic methods
 SV1620.and adjusted by the National Geodetic Survey in July 1992..
 SV1620
 SV1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1620
 SV1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1620
 SV1620.The geoid height was determined by GEOID03.
 SV1620
 SV1620;                    North         East     Units Scale Factor Converg.
 SV1620;SPC ID W     -   676,994.723   708,731.870   MT  1.00003566   -0 54 04.2
 SV1620;UTM  11      - 5,288,819.732   502,450.704   MT  0.99960007   +0 01 27.1
 SV1620
 SV1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1620!SPC ID W     -   0.99989930  x   1.00003566  =   0.99993495
 SV1620!UTM  11      -   0.99989930  x   0.99960007  =   0.99949941
 SV1620
 SV1620|---------------------------------------------------------------------|
 SV1620| PID    Reference Object                     Distance      Geod. Az  |
 SV1620|                                                           dddmmss.s |
 SV1620| CH7502 HAUSER RM 1                          49.798 METERS 13656     |
 SV1620| SV1619 HAUSER                               27.660 METERS 15839     |
 SV1620| SV1621 HAUSER AZ MK 2                      APPROX. 1.6 KM 3180248.9 |
 SV1620|---------------------------------------------------------------------|
 SV1620
 SV1620                          SUPERSEDED SURVEY CONTROL
 SV1620
 SV1620  NAD 83(1991)-  47 45 09.87376(N)    116 58 02.28433(W) AD(       ) 1
 SV1620  NAD 83(1986)-  47 45 09.88128(N)    116 58 02.27959(W) AD(       ) 1
 SV1620  NAD 27      -  47 45 10.23464(N)    116 57 58.56250(W) AD(       ) 1
 SV1620  NGVD 29 (07/19/86)  659.0    (m)         2162.     (f) VERT ANG       
 SV1620
 SV1620.Superseded values are not recommended for survey control.
 SV1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1620.See file dsdata.txt to determine how the superseded data were derived.
 SV1620
 SV1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0245188820(NAD 83)
 SV1620_MARKER: Z = SEE DESCRIPTION
 SV1620_SETTING: 0 = UNSPECIFIED SETTING
 SV1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1620
 SV1620  HISTORY     - Date     Condition        Report By
 SV1620  HISTORY     - 1968     MONUMENTED       CGS
 SV1620  HISTORY     - 1977     SEE DESCRIPTION  NGS
 SV1620
 SV1620                          STATION DESCRIPTION
 SV1620
 SV1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SV1620'THE STATION IS LOCATED ABOUT 8 MILES WEST OF HAYDEN LAKE,
 SV1620'2-1/2 MILES NORTHWEST OF POST FALLS AND ON PROPERTY OWNED BY
 SV1620'MR. BODINE.
 SV1620'
 SV1620'THE STATION MARK IS A STANDARD DISK STAMPED HAUSER RM A 1968,
 SV1620'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 SV1620'IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 SV1620'60 FEET WEST OF A FENCE, 40 FEET NORTHWEST OF A SILO AND
 SV1620'13 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.  NOTE
 SV1620'1B7A
 SV1620'
 SV1620'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 SV1620'HAUSER 1968 AND THE DISTANCE, REDUCED TO SEA LEVEL AND THE
 SV1620'DIRECTION IS NOTED.
 SV1620'
 SV1620'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 SV1620'TRIANGULATION STATION HAUSER 1968.
 SV1620
 SV1620                          STATION RECOVERY (1977)
 SV1620
 SV1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SV1620'THE STATION WAS RECOVERED IN GOOD CONDITION.  MEASUREMENT FROM
 SV1620'STATION HAUSER AGREES WITH THE 1968 DISTANCE.
 SV1620'
 SV1620'THE STATION IS ABOUT 8 MILES WEST OF HAYDEN LAKE, 2-1/2 MILES
 SV1620'NORTHWEST OF POST FALLS AND ON PROPERTY OWNED BY MR. BODINE.
 SV1620'
 SV1620'THE STATION MARK, STAMPED HAUSER RM A 1968, IS A STANDARD DISK
 SV1620'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 145
 SV1620'FEET NORTH OF THE CENTER OF THE ROAD, 40.9 FEET NORTHEAST OF
 SV1620'MR. BODINES ROUND SILO, 81.6 FEET SOUTH OF A FENCE AND 60.4 FEET
 SV1620'WEST OF A FENCE.
 SV1620'
 SV1620'FOR A DESCRIPTION OF THE OTHER MARKS AND DIRECTIONS TO REACH
 SV1620'THE STATION, SEE 1977 RECOVERY NOTE FOR STATION HAUSER.
 SV1620'
 SV1620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SV1620'2-1/2 MILES NORTHWEST OF POST FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1303 ***********************************************************************
 OH1303  DESIGNATION -  HAW
 OH1303  PID         -  OH1303
 OH1303  STATE/COUNTY-  ID/GEM
 OH1303  USGS QUAD   -  NORTHEAST EMMETT (1985)
 OH1303
 OH1303                         *CURRENT SURVEY CONTROL
 OH1303  ___________________________________________________________________
 OH1303* NAD 83(1992)-  43 56 01.21852(N)    116 27 44.65632(W)     ADJUSTED  
 OH1303* NAVD 88     -      1065.9    (meters)    3497.     (feet)  VERTCON   
 OH1303  ___________________________________________________________________
 OH1303  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 OH1303  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 OH1303
 OH1303  HORZ ORDER  -  SECOND
 OH1303
 OH1303.The horizontal coordinates were established by classical geodetic methods
 OH1303.and adjusted by the National Geodetic Survey in July 1992..
 OH1303
 OH1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1303
 OH1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1303
 OH1303.The geoid height was determined by GEOID03.
 OH1303
 OH1303;                    North         East     Units Scale Factor Converg.
 OH1303;SPC ID W     -   252,068.951   742,800.884   MT  0.99997356   -0 29 39.5
 OH1303;UTM  11      - 4,864,646.411   543,149.251   MT  0.99962290   +0 22 22.8
 OH1303
 OH1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1303!SPC ID W     -   0.99983555  x   0.99997356  =   0.99980912
 OH1303!UTM  11      -   0.99983555  x   0.99962290  =   0.99945851
 OH1303
 OH1303:                Primary Azimuth Mark                     Grid Az
 OH1303:SPC ID W     -  HAW AZ MK                                007 28 45.3
 OH1303:UTM  11      -  HAW AZ MK                                006 36 43.0
 OH1303
 OH1303|---------------------------------------------------------------------|
 OH1303| PID    Reference Object                     Distance      Geod. Az  |
 OH1303|                                                           dddmmss.s |
 OH1303| CD5215 HAW AZ MK                                          0065905.8 |
 OH1303| CD5216 HAW RM 1                              5.119 METERS 11707     |
 OH1303| OH1304 EMMETT MUNICIPAL TANK               APPROX. 6.9 KM 2031237.3 |
 OH1303| CD5217 HAW RM 2                             12.276 METERS 20523     |
 OH1303| OH1372 EMMETT BOISE CASCADE CORP TANK      APPROX. 7.9 KM 2130322.1 |
 OH1303|---------------------------------------------------------------------|
 OH1303
 OH1303                          SUPERSEDED SURVEY CONTROL
 OH1303
 OH1303  NAD 83(1986)-  43 56 01.21834(N)    116 27 44.65453(W) AD(       ) 2
 OH1303  NAD 27      -  43 56 01.61740(N)    116 27 41.16830(W) AD(       ) 2
 OH1303  NGVD 29 (07/19/86) 1064.9    (m)         3494.     (f) VERT ANG       
 OH1303
 OH1303.Superseded values are not recommended for survey control.
 OH1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1303.See file dsdata.txt to determine how the superseded data were derived.
 OH1303
 OH1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4314964646(NAD 83)
 OH1303_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1303_SETTING: 80 = SET IN A BOULDER
 OH1303_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OH1303
 OH1303  HISTORY     - Date     Condition        Report By
 OH1303  HISTORY     - 1959     MONUMENTED       CGS
 OH1303
 OH1303                          STATION DESCRIPTION
 OH1303
 OH1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1303'THE STATION IS LOCATED, AIRLINE, ABOUT 1-1/2 MILES WEST OF BLACK
 OH1303'CANYON DAM, ABOUT 4-1/2 MILES NORTH-NORTHWEST OF EMMETT AND
 OH1303'IS ON A HIGH PROMINENT BUTTE, LOCALLY KNOWN AS LITTLE BUTTE.
 OH1303'
 OH1303'TO REACH FROM THE POST OFFICE IN EMMETT, GO SOUTH ON N. HAYS
 OH1303'AVE. FOR 0.05 MILE TO MAIN STREET.  TURN RIGHT, ON MAIN STREET,
 OH1303'AND GO WEST FOR 0.05 MILE TO STATE HIGHWAY 52.  TURN RIGHT,
 OH1303'ON STATE HIGHWAY 52, AND GO NORTH FOR 2.2 MILES TO A ROAD
 OH1303'INTERSECTION AND A RIGHT TURN OF THE HIGHWAY, CONTINUE STRAIGHT
 OH1303'AHEAD, NORTH, AND FOLLOW THE MAIN ROAD FOR 3.9 MILES TO A BOARD
 OH1303'GATE ON THE RIGHT AND A SIGN HAW CREEK RANCH.  PASS THROUGH THE
 OH1303'GATE AND GO 0.05 MILE TO A GATE ON THE RIGHT.  TURN RIGHT,
 OH1303'THROUGH THE GATE, AND GO SOUTH FOR 0.05 MILE TO A GATE.  PASS
 OH1303'THROUGH THE GATE AND GO SOUTHEASTERLY FOR 0.05 MILE TO A
 OH1303'GATE.  PASS THROUGH THE GATE AND BEAR LEFT, EAST, AND GO 1.2
 OH1303'MILES ON A ROAD ON A OLD FIRE TRAIL TO A Y-FORK, LEFT FORK
 OH1303'LEADS TO THE AZIMUTH MARK, KEEP THE RIGHT FORK AND
 OH1303'CONTINUE ON THE ROAD SOUTHERLY FOR 0.3 MILE TO A Y-FORK.
 OH1303'TURN LEFT AND CONTINUE SOUTHERLY FOR 0.4 MILE TO A DIM TRACK
 OH1303'ROAD ON THE RIGHT.  TURN RIGHT, ON THE DIM TRACK ROAD, AND GO
 OH1303'0.3 MILE TO THE BASE OF THE HILL AND THE END OF TRUCK
 OH1303'TRAVEL.  PACK UP TO THE TOP OF THE BUTTE AND CONTINUE
 OH1303'SOUTHERLY TO THE SOUTH END OF THE BUTTE AND THE
 OH1303'STATION.  NOTE--THIS IS A 4-WHEEL DRIVE AND A 1/2 HOUR PACK.
 OH1303'
 OH1303'THE STATION MARK, STAMPED HAW 1959, IS A STANDARD DISK CEMENTED
 OH1303'IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 4 FEET BY 5 FEET
 OH1303'AND PROJECTS ABOUT 6-INCHES ABOVE THE GROUND.
 OH1303'
 OH1303'REFERENCE MARK NUMBER ONE, STAMPED HAW NO 1 1959, IS A STANDARD
 OH1303'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FEET
 OH1303'BY 1 FOOT AND PROJECTS ABOUT 2-INCHES ABOVE THE GROUND.  IT IS
 OH1303'ABOUT 6-INCHES LOWER THAN THE STATION.
 OH1303'
 OH1303'REFERENCE MARK NUMBER TWO, STAMPED HAW NO 2 1959, IS A STANDARD
 OH1303'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2
 OH1303'FEET BY 3 FEET AND PROJECTS ABOUT 3-INCHES ABOVE THE GROUND.
 OH1303'IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 OH1303'
 OH1303'THE AZIMUTH MARK, STAMPED HAW 1959, IS A STANDARD DISK SET IN
 OH1303'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT WHICH PROJECTS
 OH1303'ABOUT 2-INCHES ABOVE THE GROUND.  TO REACH FROM THE Y-ROAD FORK
 OH1303'MENTIONED ABOVE, TAKE THE RIGHT FORK FOR ABOUT 50 FEET THEN TURN
 OH1303'LEFT, OFF THE ROAD, AND GO UP THE HILL TO THE SUMMIT AND THE
 OH1303'AZIMUTH MARK.  NOTE--THIS IS ABOUT A 1/4 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0831 ***********************************************************************
 OY0831  DESIGNATION -  HAWK
 OY0831  PID         -  OY0831
 OY0831  STATE/COUNTY-  ID/BINGHAM
 OY0831  USGS QUAD   -  HIGHAM PEAK (1951)
 OY0831
 OY0831                         *CURRENT SURVEY CONTROL
 OY0831  ___________________________________________________________________
 OY0831* NAD 83(1992)-  43 14 32.37481(N)    112 00 20.75121(W)     ADJUSTED  
 OY0831* NAVD 88     -      1723.1    (meters)    5653.     (feet)  VERTCON   
 OY0831  ___________________________________________________________________
 OY0831  LAPLACE CORR-           8.95  (seconds)                    DEFLEC99
 OY0831  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 OY0831
 OY0831  HORZ ORDER  -  THIRD
 OY0831
 OY0831.The horizontal coordinates were established by classical geodetic methods
 OY0831.and adjusted by the National Geodetic Survey in July 1992..
 OY0831
 OY0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0831
 OY0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0831
 OY0831.The geoid height was determined by GEOID03.
 OY0831
 OY0831;                    North         East     Units Scale Factor Converg.
 OY0831;SPC ID E     -   175,030.981   213,067.777   MT  0.99994947   +0 06 36.8
 OY0831;UTM  12      - 4,788,216.313   418,344.446   MT  0.99968202   -0 41 20.7
 OY0831
 OY0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0831!SPC ID E     -   0.99973169  x   0.99994947  =   0.99968117
 OY0831!UTM  12      -   0.99973169  x   0.99968202  =   0.99941379
 OY0831
 OY0831:                Primary Azimuth Mark                     Grid Az
 OY0831:SPC ID E     -  GARDEN                                   248 03 43.6
 OY0831:UTM  12      -  GARDEN                                   248 51 41.1
 OY0831
 OY0831|---------------------------------------------------------------------|
 OY0831| PID    Reference Object                     Distance      Geod. Az  |
 OY0831|                                                           dddmmss.s |
 OY0831| OY0829 GARDEN                              APPROX. 7.4 KM 2481020.4 |
 OY0831| OY0827 FIRTH TANK                          APPROX.16.0 KM 2964602.3 |
 OY0831|---------------------------------------------------------------------|
 OY0831
 OY0831                          SUPERSEDED SURVEY CONTROL
 OY0831
 OY0831  NAD 83(1986)-  43 14 32.36741(N)    112 00 20.73903(W) AD(       ) 3
 OY0831  NAD 27      -  43 14 32.66320(N)    112 00 17.84217(W) AD(       ) 3
 OY0831  NGVD 29 (07/19/86) 1722.0    (m)         5650.     (f) VERT ANG       
 OY0831
 OY0831.Superseded values are not recommended for survey control.
 OY0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0831.See file dsdata.txt to determine how the superseded data were derived.
 OY0831
 OY0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN1834488216(NAD 83)
 OY0831_MARKER: DD = SURVEY DISK
 OY0831_SETTING: 66 = SET IN ROCK OUTCROP
 OY0831_SP_SET: SET IN ROCK OUTCROP
 OY0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0831+STABILITY: POSITION/ELEVATION WELL
 OY0831
 OY0831  HISTORY     - Date     Condition        Report By
 OY0831  HISTORY     - 1947     MONUMENTED       USGS
 OY0831
 OY0831                          STATION DESCRIPTION
 OY0831
 OY0831'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OY0831'LOCATED ABOUT 12.5 MI. E. OF WAPELLO, 9.5 MI. SE. OF FIRTH, 3.0 MI.
 OY0831'N. OF ALRIDGE POST OFFICE, ON TOP OF SHARP PEAK.  THERE ARE HIGHER
 OY0831'PEAKS ABOUT 0.5 MI. TO THE SE.
 OY0831'
 OY0831'TO REACH FROM UNION PACIFIC DEPOT AT FIRTH, DRIVE SW. ON U.S. HIGHWAY
 OY0831'191 FOR 2.0 MI. TO SIDE RD. LEFT, TURN LEFT ACROSS RAILROAD AND DRIVE
 OY0831'E. ON GRAVEL RD. FOR 5.0 MI. TO RD. FORKS JUST PAST IRRIGATION DITCH,
 OY0831'TAKE MIDDLE FORK AND FOLLOW MAIN RD. SE. FOR 6.0 MI. TO RD. FORKS
 OY0831'NEAR ART POLSONS --101-- RANCH HOUSE, TAKE RIGHT FORK AND GO S. ON
 OY0831'MAIN RD. FOR 1.2 MI. TO DIM TRAIL LEADING E., TURN LEFT AND FOLLOW
 OY0831'DIM TRAIL EASTWARD UPHILL FOR 0.8 MI. TO BASE OF SHARP PEAK AND END
 OY0831'TRUCK TRAVEL.  STATION IS ON TOP OF PEAK, ABOUT 20 MINUTE PACK.
 OY0831'
 OY0831'STATION MARK--STANDARD TABLET STAMPED---HAWK 1947---, CEMENTED IN
 OY0831'SOLID ROCK.
 OY0831'
 OY0831'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OY0831'---NO 1---, CEMENTED IN SOLID ROCK, 21.9 FT. FROM STATION MARK,
 OY0831'N 32 DEG 08 MIN W.
 OY0831'
 OY0831'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OY0831'---NO 2---, CEMENTED IN SOLID ROCK, 60.9 FT. FROM STATION MARK,
 OY0831'S 88 DEG 47 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0965 ***********************************************************************
 NV0965  DESIGNATION -  HAWK
 NV0965  PID         -  NV0965
 NV0965  STATE/COUNTY-  ID/OWYHEE
 NV0965  USGS QUAD   -  POT HOLE CANYON (1992)
 NV0965
 NV0965                         *CURRENT SURVEY CONTROL
 NV0965  ___________________________________________________________________
 NV0965* NAD 83(1992)-  42 49 09.59961(N)    115 28 58.02367(W)     ADJUSTED  
 NV0965* NAVD 88     -       921.18   (+/-2cm)    3022.2    (feet)  VERTCON   
 NV0965  ___________________________________________________________________
 NV0965  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 NV0965  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 NV0965
 NV0965  HORZ ORDER  -  THIRD
 NV0965  VERT ORDER  -  THIRD ? (See Below)
 NV0965
 NV0965.The horizontal coordinates were established by classical geodetic methods
 NV0965.and adjusted by the National Geodetic Survey in July 1992..
 NV0965
 NV0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0965.The vertical order pertains to the NGVD 29 superseded value.
 NV0965
 NV0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0965
 NV0965.The geoid height was determined by GEOID03.
 NV0965
 NV0965;                    North         East     Units Scale Factor Converg.
 NV0965;SPC ID W     -   128,062.004   821,851.302   MT  0.99993921   +0 10 53.8
 NV0965;UTM  11      - 4,741,868.672   624,028.581   MT  0.99978925   +1 01 52.9
 NV0965
 NV0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0965!SPC ID W     -   0.99985812  x   0.99993921  =   0.99979733
 NV0965!UTM  11      -   0.99985812  x   0.99978925  =   0.99964740
 NV0965
 NV0965:                Primary Azimuth Mark                     Grid Az
 NV0965:SPC ID W     -  HORN                                     174 17 55.2
 NV0965:UTM  11      -  HORN                                     173 26 56.1
 NV0965
 NV0965|---------------------------------------------------------------------|
 NV0965| PID    Reference Object                     Distance      Geod. Az  |
 NV0965|                                                           dddmmss.s |
 NV0965| NV0966 HORN                                APPROX. 7.4 KM 1742849.0 |
 NV0965|---------------------------------------------------------------------|
 NV0965
 NV0965                          SUPERSEDED SURVEY CONTROL
 NV0965
 NV0965  NAD 83(1986)-  42 49 09.60018(N)    115 28 58.02246(W) AD(       ) 3
 NV0965  NGVD 29 (01/23/89)  920.32   (m)         3019.4    (f) LEVELING    3  
 NV0965
 NV0965.Superseded values are not recommended for survey control.
 NV0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0965.See file dsdata.txt to determine how the superseded data were derived.
 NV0965
 NV0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2402941869(NAD 83)
 NV0965_MARKER: DS = TRIANGULATION STATION DISK
 NV0965_SETTING: 0 = UNSPECIFIED SETTING
 NV0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0965
 NV0965  HISTORY     - Date     Condition        Report By
 NV0965  HISTORY     - 1946     MONUMENTED       USGS
 NV0965
 NV0965                          STATION DESCRIPTION
 NV0965
 NV0965'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV0965'LOCATED ABOUT 9.5 MI. (AIRLINE) S. OF HAMMETT, 1.5 MI. W. OF SAILOR
 NV0965'CREEK, ON THE TOP OF A FLAT RISE.
 NV0965'
 NV0965'TO REACH FROM HAMMETT, DRIVE W. ON U.S. HIGHWAY 30 FOR 1.2 MI., TURN
 NV0965'LEFT ONTO GRADED RD. FOR 0.45 MI., TURN RIGHT (W.) 2.1 MI., CROSS
 NV0965'INDIAN COVE BRIDGE OVER THE SNAKE RIVER AND CONTINUE W. AND S. FOR
 NV0965'1.5 MI., TURN LEFT JUST BEFORE CROSSING BROWN CREEK FOR 2.9 MI. TO A
 NV0965'POINT WHERE THE RD. TURNS 45 DEGREES TO THE LEFT, CONTINUE ON RD. FOR
 NV0965'6.6 MI. TO TOP OF A FLAT RISE, TURN RIGHT AND GO ACROSS COUNTRY FOR
 NV0965'ABOUT 600 FT. TO THE HIGHEST POINT IN THE VICINITY AND STATION.
 NV0965'
 NV0965'STATION MARK--STANDARD TABLET STAMPED---HAWK 1946---, CEMENTED IN
 NV0965'TOP OF A PARTIALLY BURIED BOULDER.
 NV0965'
 NV0965'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN TOP
 NV0965'OF A PARTIALLY BURIED BOULDER, 25.70 FT. FROM STATION MARK IN BEARING
 NV0965'N 49 DEG. 39 MIN. E.
 NV0965'
 NV0965'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN TOP
 NV0965'OF A PARTIALLY BURIED BOULDER, 22.70 FT. FROM STATION MARK IN BEARING
 NV0965'N 30 DEG. 27 MIN. W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1212 ***********************************************************************
 OH1212  DESIGNATION -  HAWLEY
 OH1212  PID         -  OH1212
 OH1212  STATE/COUNTY-  ID/BOISE
 OH1212  USGS QUAD   -  HARRIS CREEK SUMMIT (1976)
 OH1212
 OH1212                         *CURRENT SURVEY CONTROL
 OH1212  ___________________________________________________________________
 OH1212* NAD 83(1992)-  43 59 33.06142(N)    116 01 49.56695(W)     ADJUSTED  
 OH1212* NAVD 88     -      2226.3    (meters)    7304.     (feet)  VERTCON   
 OH1212  ___________________________________________________________________
 OH1212  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 OH1212  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 OH1212
 OH1212  HORZ ORDER  -  SECOND
 OH1212
 OH1212.The horizontal coordinates were established by classical geodetic methods
 OH1212.and adjusted by the National Geodetic Survey in July 1992..
 OH1212
 OH1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1212
 OH1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1212
 OH1212.The geoid height was determined by GEOID03.
 OH1212
 OH1212;                    North         East     Units Scale Factor Converg.
 OH1212;SPC ID W     -   258,398.404   777,506.025   MT  0.99993955   -0 11 41.2
 OH1212;UTM  11      - 4,871,498.631   577,743.897   MT  0.99967434   +0 40 24.5
 OH1212
 OH1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1212!SPC ID W     -   0.99965350  x   0.99993955  =   0.99959307
 OH1212!UTM  11      -   0.99965350  x   0.99967434  =   0.99932795
 OH1212
 OH1212|---------------------------------------------------------------------|
 OH1212| PID    Reference Object                     Distance      Geod. Az  |
 OH1212|                                                           dddmmss.s |
 OH1212| CD5218 HAWLEY RM 1                           3.604 METERS 08230     |
 OH1212| OH1211 HAWLEY MTN LOOKOUT HOUSE             14.474 METERS 17223     |
 OH1212| OH1215 SHAFER                              APPROX.25.0 KM 1905109.5 |
 OH1212| CD5220 HAWLEY RM 3                                        1961132.3 |
 OH1212| CD5219 HAWLEY RM 2                           8.273 METERS 24052     |
 OH1212|---------------------------------------------------------------------|
 OH1212
 OH1212                          SUPERSEDED SURVEY CONTROL
 OH1212
 OH1212  NAD 83(1986)-  43 59 33.06144(N)    116 01 49.56395(W) AD(       ) 2
 OH1212  NAD 27      -  43 59 33.44633(N)    116 01 46.13328(W) AD(       ) 2
 OH1212  NGVD 29 (07/19/86) 2225.1    (m)         7300.     (f) VERT ANG       
 OH1212
 OH1212.Superseded values are not recommended for survey control.
 OH1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1212.See file dsdata.txt to determine how the superseded data were derived.
 OH1212
 OH1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7774471499(NAD 83)
 OH1212_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1212_SETTING: 80 = SET IN A BOULDER
 OH1212_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OH1212
 OH1212  HISTORY     - Date     Condition        Report By
 OH1212  HISTORY     - 1959     MONUMENTED       CGS
 OH1212
 OH1212                          STATION DESCRIPTION
 OH1212
 OH1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1212'THE STATION IS LOCATED, AIRLINE, ABOUT 11 MILES NORTHEAST OF
 OH1212'HORSESHOE BEND, 9 MILES NORTHWEST OF PLACERVILLE, AND 7-1/2
 OH1212'MILES SOUTHEAST OF BANKS AT THE SITE OF THE HAWLEY MOUNTAIN FIRE
 OH1212'LOOKOUT TOWER ON THE NORTH END OF A LONG TIMBERED RIDGE ON THE
 OH1212'EAST SIDE OF THE PAYETTE RIVER VALLEY.
 OH1212'
 OH1212'TO REACH THE STATION FROM THE POST OFFICE IN HORSESHOE BEND GO
 OH1212'SOUTH ON STATE HIGHWAY 15 FOR 1.3 MILES TO FOREST SERVICE ROAD
 OH1212'123, A GRAVELED SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY
 OH1212'3.2 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE EAST
 OH1212'TOWARD PLACERVILLE FOR 9.9 MILES TO A CROSS ROAD AT THE TOP OF
 OH1212'THE DIVIDE.  TURN SHARP LEFT AND TAKE THE EXTREME LEFT FORK AND
 OH1212'GO NORTH UP THE RIDGE FOR 10.3 MILES TO THE LOOKOUT HOUSE AND
 OH1212'THE STATION.
 OH1212'
 OH1212'THE STATION MARK IS A STANDARD DISK STAMPED HAWLEY 1959 CEMENTED
 OH1212'IN A DRILL HOLE IN A BURIED BOULDER PROJECTING 6 INCHES ABOVE THE
 OH1212'GROUND.  IT IS 47.5 FEET NORTH OF THE CENTER OF THE LOOKOUT AND
 OH1212'9.6 FEET NORTH-NORTHWEST OF A WITNESS POST.
 OH1212'
 OH1212'REFERENCE MARK NUMBER ONE IS A U.S. GEOLOGICAL SURVEY REFERENCE
 OH1212'DISK STAMPED HAWLEY LOH 1 CEMENTED IN A DRILL HOLE IN A BURIED
 OH1212'BOULDER 1 FOOT BY 2 FEET PROJECTING ABOUT 5 INCHES ABOVE THE
 OH1212'GROUND WITH ITS ARROW POINTING TOWARD THE LOOKOUT HOUSE.  IT IS
 OH1212'AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 OH1212'
 OH1212'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HAWLEY NO 2
 OH1212'1959 CEMENTED IN A DRILL HOLE IN AN 18-INCH SQUARE BURIED BOULDER
 OH1212'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 1
 OH1212'FOOT BELOW STATION ELEVATION.
 OH1212'
 OH1212'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED HAWLEY
 OH1212'NO 3 1959 CEMENTED IN A DRILL HOLE IN A 2 BY 6-FOOT BEDROCK
 OH1212'OUTCROP PROJECTING ABOUT 2 FEET ABOVE THE GROUND.  TO REACH THE
 OH1212'MARK FROM THE STATION, WALK SOUTHWEST FROM THE LOOKOUT ABOUT 200
 OH1212'FEET ALONG A ROCK LINED PATHWAY TO A ROCK OUTCROP AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1211 ***********************************************************************
 OH1211  DESIGNATION -  HAWLEY MTN LOOKOUT HOUSE
 OH1211  PID         -  OH1211
 OH1211  STATE/COUNTY-  ID/BOISE
 OH1211  USGS QUAD   -  HARRIS CREEK SUMMIT (1976)
 OH1211
 OH1211                         *CURRENT SURVEY CONTROL
 OH1211  ___________________________________________________________________
 OH1211* NAD 83(1992)-  43 59 32.59662(N)    116 01 49.48084(W)     ADJUSTED  
 OH1211* NAVD 88     -      2226.     (meters)    7303.     (feet)  SCALED    
 OH1211  ___________________________________________________________________
 OH1211  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 OH1211  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 OH1211
 OH1211  HORZ ORDER  -  THIRD
 OH1211
 OH1211.The horizontal coordinates were established by classical geodetic methods
 OH1211.and adjusted by the National Geodetic Survey in July 1992..
 OH1211
 OH1211.The orthometric height was scaled from a topographic map.
 OH1211
 OH1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1211
 OH1211.The geoid height was determined by GEOID03.
 OH1211
 OH1211;                    North         East     Units Scale Factor Converg.
 OH1211;SPC ID W     -   258,384.053   777,507.895   MT  0.99993955   -0 11 41.2
 OH1211;UTM  11      - 4,871,484.313   577,745.983   MT  0.99967434   +0 40 24.5
 OH1211
 OH1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1211!SPC ID W     -   0.99965351  x   0.99993955  =   0.99959308
 OH1211!UTM  11      -   0.99965351  x   0.99967434  =   0.99932796
 OH1211
 OH1211                          SUPERSEDED SURVEY CONTROL
 OH1211
 OH1211  NAD 83(1986)-  43 59 32.59665(N)    116 01 49.47768(W) AD(       ) 4
 OH1211  NAD 27      -  43 59 32.98148(N)    116 01 46.04719(W) AD(       ) 3
 OH1211
 OH1211.Superseded values are not recommended for survey control.
 OH1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1211.See file dsdata.txt to determine how the superseded data were derived.
 OH1211
 OH1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7774671484(NAD 83)
 OH1211
 OH1211  HISTORY     - Date     Condition        Report By
 OH1211  HISTORY     - 1959     MONUMENTED       CGS
 OH1211
 OH1211                          STATION DESCRIPTION
 OH1211
 OH1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1211'HAWLEY MOUNTAIN LOOKOUT HOUSE IS A STANDARD WHITE PAINTED WOODEN
 OH1211'BUILDING WITH A GREEN SHINGLED ROOF ALL ABOUT 14 FEET SQUARE AND
 OH1211'25 FEET HIGH TO THE PEAK OF THE ROOF.  THE WOODEN PART OF THE
 OH1211'BUILDING IS PLACED UPON A CONCRETE BASE.  IT IS OPERATED BY THE
 OH1211'U.S. FOREST SERVICE.  IT IS 14.475 METERS AND 47.490 FEET
 OH1211'SOUTH OF TRIANGULATION STATION HAWLEY 1959.  THE POINT OF
 OH1211'INTERSECTION WAS THE CENTER OF THE LIGHTNING ROD AT THE PEAK
 OH1211'OF THE ROOF.
 OH1211'
 OH1211'THE STATION IS LOCATED, AIRLINE, ABOUT 11 MILES NORTHEAST OF
 OH1211'HORSESHOE BEND, 9 MILES NORTHWEST OF PLACERVILLE, AND 7-1/2 MILES
 OH1211'SOUTHEAST OF BANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0754 ***********************************************************************
 PZ0754  DESIGNATION -  HAWLEY RESET
 PZ0754  PID         -  PZ0754
 PZ0754  STATE/COUNTY-  ID/BUTTE
 PZ0754  USGS QUAD   -  HAWLEY MOUNTAIN (1987)
 PZ0754
 PZ0754                         *CURRENT SURVEY CONTROL
 PZ0754  ___________________________________________________________________
 PZ0754* NAD 83(1992)-  44 06 16.77702(N)    113 20 25.55131(W)     ADJUSTED  
 PZ0754* NAVD 88     -      2972.6    (meters)    9753.     (feet)  VERTCON   
 PZ0754  ___________________________________________________________________
 PZ0754  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 PZ0754  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 PZ0754
 PZ0754  HORZ ORDER  -  SECOND
 PZ0754
 PZ0754.The horizontal coordinates were established by classical geodetic methods
 PZ0754.and adjusted by the National Geodetic Survey in July 1992..
 PZ0754
 PZ0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0754
 PZ0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0754
 PZ0754.The geoid height was determined by GEOID03.
 PZ0754
 PZ0754;                    North         East     Units Scale Factor Converg.
 PZ0754;SPC ID C     -   271,035.269   552,805.702   MT  0.99998165   +0 27 32.6
 PZ0754;UTM  12      - 4,886,160.677   312,686.488   MT  1.00003154   -1 37 45.6
 PZ0754
 PZ0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0754!SPC ID C     -   0.99953584  x   0.99998165  =   0.99951750
 PZ0754!UTM  12      -   0.99953584  x   1.00003154  =   0.99956736
 PZ0754
 PZ0754|---------------------------------------------------------------------|
 PZ0754| PID    Reference Object                     Distance      Geod. Az  |
 PZ0754|                                                           dddmmss.s |
 PZ0754| CN3691 HAWLEY RM 1                           3.990 METERS 04726     |
 PZ0754| CN3692 HAWLEY RM CROSS EAST                  1.393 METERS 08802     |
 PZ0754| PZ0756 EVANS                               APPROX. 9.1 KM 2480442.5 |
 PZ0754|---------------------------------------------------------------------|
 PZ0754
 PZ0754                          SUPERSEDED SURVEY CONTROL
 PZ0754
 PZ0754  NAD 83(1986)-  44 06 16.77399(N)    113 20 25.54348(W) AD(       ) 2
 PZ0754  NAD 27      -  44 06 17.11164(N)    113 20 22.53111(W) AD(       ) 2
 PZ0754  NGVD 29 (07/19/86) 2971.3    (m)         9748.     (f) VERT ANG       
 PZ0754
 PZ0754.Superseded values are not recommended for survey control.
 PZ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0754.See file dsdata.txt to determine how the superseded data were derived.
 PZ0754
 PZ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP1268686161(NAD 83)
 PZ0754_MARKER: DB = BENCH MARK DISK
 PZ0754_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0754_SP_SET: PARTIALLY EXPOSED BEDROCK
 PZ0754
 PZ0754  HISTORY     - Date     Condition        Report By
 PZ0754  HISTORY     - 1915     MONUMENTED       USGS
 PZ0754  HISTORY     - 1932     GOOD             USGS
 PZ0754  HISTORY     - 1956     GOOD             USGS
 PZ0754  HISTORY     - 1965     GOOD             CGS
 PZ0754  HISTORY     - 1967     GOOD             USGS
 PZ0754
 PZ0754                          STATION DESCRIPTION
 PZ0754
 PZ0754'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 PZ0754'INTERSECTED ONLY.
 PZ0754'
 PZ0754'STATION MARK--STANDARD BM TABLET, UNSTAMPED, IN SOLID ROCK
 PZ0754'CENTERED UNDER MEDIUM-SIZED MONUMENT.
 PZ0754'
 PZ0754'RM 1--CHISELED CROSS ON SOLID ROCK E.
 PZ0754
 PZ0754                          STATION RECOVERY (1932)
 PZ0754
 PZ0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1932
 PZ0754'INTERSECTED ONLY.
 PZ0754
 PZ0754                          STATION RECOVERY (1956)
 PZ0754
 PZ0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0754'RECOVERED AS DESCRIBED.  INTERSECTED ONLY.
 PZ0754'
 PZ0754'LOCATED ABOUT 28.0 MI NW. OF HOWE, 12 MI SW. OF BELL MOUNTAIN,
 PZ0754'5.5 MI SW. OF CLYDE SCHOOL.  ON HIGHEST POINT OF HAWLEY MOUNTAIN.
 PZ0754'
 PZ0754'TO REACH FROM HOWE, DRIVE 29.0 MI N. ON RD. TO PAHSIMEROI VALLEY
 PZ0754'TO RD. FORKS JUST S. OF CLYDE SCHOOL.  TAKE LEFT FORK ABOUT 6.0 MI
 PZ0754'W.  LEAVE RD. AND WORK WAY S. AND W. TO TOP OF LONG BARE RIDGE
 PZ0754'WHICH RUNS S. AND THEN UP WEST SLOPE OF MOUNTAIN.  FOLLOW TOP OF
 PZ0754'RIDGE S. TO END OF RD. ABOUT 3.4 MI FROM MAIN RD.  A 4-WHEEL
 PZ0754'DRIVE WILL GO TO WITHIN 0.6 MI OF TOP.  LEAVE TRUCK AND HIKE SE.
 PZ0754'UP RIDGE TO HIGHEST POINT AND STATION.  A 1-HOUR 20-MINUTE PACK.
 PZ0754'
 PZ0754'STATION MARK--STANDARD TABLET STAMPED---HAWLEY 1956,---CEMENTED IN
 PZ0754'DRILL HOLE IN ROCK.
 PZ0754'
 PZ0754'RM 1--STANDARD RM TABLET STAMPED---NO 1 1956,---CEMENTED IN DRILL
 PZ0754'HOLE IN LARGE ROCK.
 PZ0754'
 PZ0754'RM 2--CHISELED CROSS ON ROCK.
 PZ0754
 PZ0754                          STATION RECOVERY (1965)
 PZ0754
 PZ0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 PZ0754'VISITED BY A BUILDER AND LIGHTKEEPER ONLY.
 PZ0754'
 PZ0754'THE FOLLOWING IS A COPY OF THE 1960 RECONNAISSANCE DESCRIPTION--
 PZ0754'
 PZ0754'THE STATION IS LOCATED ABOUT 28 MILES AIRLINE NORTHWEST OF
 PZ0754'HOWE AND 23-1/2 MILES NORTHEAST OF MACKAY, IN THE LITTLE LOST
 PZ0754'RIVER VALLEY, ON THE SUMMIT OF MT. HAWLEY WHICH IS A
 PZ0754'PROMINENT, LONE MOUNTAIN THAT HAS A GREY, STEEP, ROCKY PEAK
 PZ0754'AND IS TIMBERED ON THE SIDES.  IT LIES ABOUT 5 MILES WEST OF THE
 PZ0754'MAIN ROAD UP THE VALLEY AND ABOUT 3 MILES SOUTH OF THE PASS
 PZ0754'CREEK ROAD.
 PZ0754'
 PZ0754'TO REACH THE STATION FROM THE POST OFFICE IN ARCO, GO
 PZ0754'NORTHWEST ON U.S. HIGHWAY 93 FOR 19.8 MILES TO A CROSSROAD
 PZ0754'AT LESLIE.  TURN RIGHT, ACROSS THE RAILROAD TRACKS, THEN
 PZ0754'LEFT, IN FRONT OF THE STORE AND POST OFFICE AND GO
 PZ0754'NORTHWEST ON THE GRAVEL ROAD, ALONG THE RAILROAD TRACKS FOR 1.8
 PZ0754'MILES TO A CROSSROAD.  ANGLE SLIGHTLY RIGHT AND GO 0.3 MILE
 PZ0754'TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHEASTERLY FOR 6.6
 PZ0754'MILES TO THE MOUNTAIN VIEW GUARD STATION ON THE LEFT.
 PZ0754'CONTINUE ON THE MAIN ROAD FOR 3.6 MILES TO THE SUMMIT OF THE
 PZ0754'PASS AT A SIGN PASS CREEK SUMMIT.  CONTINUE ON THE MAIN ROAD FOR
 PZ0754'7.8 MILES TO A SIGN ON THE RIGHT HAWLEY MTN.  CONTINUE AHEAD
 PZ0754'FOR 2.1 MILES TO A FORK AND A SIGN CLYDE 8.  TAKE THE RIGHT
 PZ0754'FORK AND GO 1.0 MILE TO A FORK AND A SIGN CLYDE 7.  TAKE THE
 PZ0754'RIGHT FORK AND GO 0.5 MILE TO A FORK JUST AFTER CROSSING A CREEK.
 PZ0754'TAKE THE RIGHT FORK AND GO UPGRADE FOR 0.2 MILE TO A
 PZ0754'FORK.  TAKE THE RIGHT FORK, AROUND THE POINT OF A RIDGE AND GO
 PZ0754'0.3 MILE TO A POINT AT THE BASE OF A LONG, SLOPING RIDGE ON THE
 PZ0754'RIGHT.  HERE LEAVE THE MAIN ROAD AND GO UP ALONG THE CREST
 PZ0754'OF THE RIDGE, BEGINNING IN A WESTERLY DIRECTION AND
 PZ0754'GRADUALLY CURVING TO THE LEFT, FOR 2.1 MILES TO THE
 PZ0754'AZIMUTH MARK IN A ROCK OUTCROP ABOUT 5 FEET EAST-SOUTHEAST
 PZ0754'OF A METAL WITNESS POST.  CONTINUE AHEAD ALONG THE CREST OF THE
 PZ0754'RIDGE FOR 0.85 MILE TO THE EDGE OF THE TIMBER.
 PZ0754'CONTINUE UP STEEPER, ROCKY RIDGE, ALONG THE EDGE OF THE
 PZ0754'TIMBER FOR 0.25 MILE TO THE END OF THE BARE RIDGE AND A
 PZ0754'TRIANGLE BLAZE ON A SMALL FIR TREE AND THE END OF
 PZ0754'TRUCK TRAVEL.
 PZ0754'
 PZ0754'FROM HERE PACK EAST-SOUTHEAST UP THE STEEP, TIMBERED HILLSIDE
 PZ0754'FOR ABOUT 45 MINUTES TO THE TIMBER LINE THEN UP THE BARE ROCKY
 PZ0754'PEAK FOR ABOUT 45 MINUTES TO THE HIGHEST POINT OF THE HILL
 PZ0754'AND THE STATION.
 PZ0754'
 PZ0754'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 PZ0754'HAWLEY 1956, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH
 PZ0754'WITH THE SURFACE OF THE GROUND.
 PZ0754'
 PZ0754'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED NO
 PZ0754'1 1956, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 PZ0754'THAT PROJECTS 4 INCHES.  IT IS LOCATED 4 PACES NORTHEAST
 PZ0754'OF THE STATION MARK.
 PZ0754'
 PZ0754'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAWLEY USGS
 PZ0754'NO 1 1965, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT
 PZ0754'PROJECTS 6 INCHES.  IT IS LOCATED 10 PACES SOUTH OF
 PZ0754'THE STATION MARK.
 PZ0754'
 PZ0754'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HAWLEY USGS
 PZ0754'1965, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 PZ0754'PROJECTS 1 FOOT.  IT IS LOCATED ON THE CREST OF THE
 PZ0754'BARE, ROCKY RIDGE ABOUT 1 MILE NORTHWEST OF THE STATION.
 PZ0754'
 PZ0754'REQUIRED--4-WHEEL DRIVE VEHICLE, 4 FOOT STAND.
 PZ0754
 PZ0754                          STATION RECOVERY (1967)
 PZ0754
 PZ0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PZ0754'RECOVERED AS DESCRIBED.  STATION REACHED BY HELICOPTER.
 PZ0754'SET AN ADDITIONAL RM 1.
 PZ0754'
 PZ0754'RM 1--NGS DISK STAMPED---HAWLEY USGS NO 1 1965,---CEMENTED IN
 PZ0754'DRILL HOLE IN ROCK OUTCROP PROJECTING 6 INCHES.
 PZ0754'
 PZ0754'THIS IS THE STATION ESTABLISHED BUT NOT OCCUPIED OR LOCATED BY
 PZ0754'TRIANGULATION BY USGS IN 1915 AND THE CAIRN OVER THE STATION MARK IS
 PZ0754'PROBABLY SAME ONE INTERSECTED BY USGS IN 1932.  THE TABLET SET BY
 PZ0754'USGS IN 1915 WAS USED AS THE STATION MARK AND STAMPED---HAWLEY
 PZ0754'1956---.
 PZ0754'
 PZ0754'LOCATED ABOUT 28.0 MI. NW. OF HOWE, 12 MI. SW. OF BELL MOUNTAIN AND
 PZ0754'5.5 MI. SW. OF CLYDE SCHOOL ON HIGHEST POINT OF HAWLEY MOUNTAIN.
 PZ0754'
 PZ0754'TO REACH FROM HOWE, DRIVE N. ON RD. TO PAHSIMEROI VALLEY FOR 29.0 MI.
 PZ0754'TO RD. FORKS JUST S. OF THE CLYDE SCHOOL, TAKE LEFT FORK ABOUT 6.0 MI.
 PZ0754'W., LEAVE RD. AND WORK WAY S. AND W. TO TOP OF LONG BARE RIDGE WHICH
 PZ0754'RUNS S. AND THEN UP W. SLOPE OF MOUNTAIN, FOLLOW TOP OF RIDGE S. TO
 PZ0754'END OF RD.  (ABOUT 3.4 MI. FROM MAIN RD.)  (A 4-WHEEL DRIVE WILL GO TO
 PZ0754'WITHIN 0.6 MI. OF TOP.)  LEAVE TRUCK AND HIKE SE. UP RIDGE TO HIGHEST
 PZ0754'POINT AND STATION.  (A 1-HOUR 20-MINUTE PACK.)
 PZ0754'
 PZ0754'STATION MARK--STANDARD TABLET STAMPED---HAWLEY 1956---, CEMENTED IN
 PZ0754'DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0661 ***********************************************************************
 QZ0661  DESIGNATION -  HAY
 QZ0661  PID         -  QZ0661
 QZ0661  STATE/COUNTY-  ID/IDAHO
 QZ0661  USGS QUAD   -  HIDA POINT (1995)
 QZ0661
 QZ0661                         *CURRENT SURVEY CONTROL
 QZ0661  ___________________________________________________________________
 QZ0661* NAD 83(1992)-  45 33 55.02806(N)    115 13 28.49326(W)     ADJUSTED  
 QZ0661* NAVD 88     -       810.0    (meters)    2657.     (feet)  VERTCON   
 QZ0661  ___________________________________________________________________
 QZ0661  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 QZ0661  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 QZ0661
 QZ0661  HORZ ORDER  -  THIRD
 QZ0661
 QZ0661.The horizontal coordinates were established by classical geodetic methods
 QZ0661.and adjusted by the National Geodetic Survey in July 1992..
 QZ0661
 QZ0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0661
 QZ0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0661
 QZ0661.The geoid height was determined by GEOID03.
 QZ0661
 QZ0661;                    North         East     Units Scale Factor Converg.
 QZ0661;SPC ID W     -   433,260.571   841,015.465   MT  0.99995401   +0 22 30.6
 QZ0661;UTM  11      - 5,047,282.583   638,546.972   MT  0.99983600   +1 16 04.6
 QZ0661
 QZ0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0661!SPC ID W     -   0.99987536  x   0.99995401  =   0.99982938
 QZ0661!UTM  11      -   0.99987536  x   0.99983600  =   0.99971138
 QZ0661
 QZ0661|---------------------------------------------------------------------|
 QZ0661| PID    Reference Object                     Distance      Geod. Az  |
 QZ0661|                                                           dddmmss.s |
 QZ0661| CH7505 HAY RM 1                                           03437     |
 QZ0661| CH7506 HAY RM 2                                           09020     |
 QZ0661| CH7504 HAY AZ MK                                          1753359.6 |
 QZ0661| QZ0660 MYER                                APPROX. 1.1 KM 3155004.6 |
 QZ0661|---------------------------------------------------------------------|
 QZ0661
 QZ0661                          SUPERSEDED SURVEY CONTROL
 QZ0661
 QZ0661  NAD 83(1986)-  45 33 55.03122(N)    115 13 28.48968(W) AD(       ) 3
 QZ0661  NAD 27      -  45 33 55.34649(N)    115 13 25.06944(W) AD(       ) 3
 QZ0661  NGVD 29 (07/19/86)  808.6    (m)         2653.     (f) VERT ANG       
 QZ0661
 QZ0661.Superseded values are not recommended for survey control.
 QZ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0661.See file dsdata.txt to determine how the superseded data were derived.
 QZ0661
 QZ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL3854747283(NAD 83)
 QZ0661_MARKER: Z = SEE DESCRIPTION
 QZ0661_SETTING: 0 = UNSPECIFIED SETTING
 QZ0661
 QZ0661  HISTORY     - Date     Condition        Report By
 QZ0661  HISTORY     - 1945     MONUMENTED       CGS
 QZ0661  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QZ0661
 QZ0661                          STATION DESCRIPTION
 QZ0661
 QZ0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0661'THE STATION IS LOCATED IN THE W HAYFIELD OF THE ALLISON RANCH,
 QZ0661'ON THE N SIDE OF THE SALMON RIVER, ABOUT 4-1/2 MILES AIRLINE
 QZ0661'NE OF THE DALE RANCH, ABOUT 2-1/2 MILES AIRLINE SE OF THE BAT
 QZ0661'PT. LOOKOUT, AND ABOUT 1-1/4 MILES AIRLINE W OF THE MOUTH OF
 QZ0661'BARGAMIN CREEK.  THE DISK IS IN A LARGE PROMINENT ROCK OUTCROP,
 QZ0661'ABOUT 4- BY 6-FEET AND PROJECTING 3 FEET, 149 FEET W OF A
 QZ0661'FENCE LINE, AND 555 FEET NNE OF A ROCK PILE (S OF TWO) IN THE
 QZ0661'WSW CORNER OF THE HAYFIELD.  IT IS STAMPED HAY 1945 AND IS A
 QZ0661'BRONZE STATION DISK.
 QZ0661'
 QZ0661'REFERENCE MARK 1 IS ESE OF THE STATION, IN A 2- BY 3-FOOT
 QZ0661'ROCK OUTCROP PROJECTING ABOUT 6 INCHES, AND 56 FEET W OF THE
 QZ0661'FENCE LINE.  IT IS STAMPED HAY NO 1 1945 AND IS A BRONZE
 QZ0661'REFERENCE DISK.
 QZ0661'
 QZ0661'REFERENCE MARK 2 IS SE OF THE STATION, AT THE NW CORNER OF A
 QZ0661'2- BY 3-FOOT TRIANGULAR ROCK OUTCROP PROJECTING ABOUT 1 FOOT
 QZ0661'AND IS 26 FEET W OF THE S POST OF A POLE GATE INTO THE HAYFIELD.
 QZ0661'IT IS STAMPED HAY NO 2 1945 AND IS A BRONZE REFERENCE DISK.
 QZ0661'
 QZ0661'THE AZIMUTH MARK IS ABOUT 200 YARDS SSW OF THE STATION AND IN A
 QZ0661'PROMINENT 3- BY 7-FOOT ROCK OUTCROP PROJECTING ABOUT 2 FEET.
 QZ0661'IT IS ON THE S SIDE OF THE HAYFIELD AT THE EDGE OF A GROVE
 QZ0661'OF SMALL PINE TREES.  IT IS STAMPED HAY 1945.  BRONZE AZIMUTH
 QZ0661'DISK.
 QZ0661'
 QZ0661'NOTE--TRIANGULATION STATION MAYER WILL ALSO SERVE AS AN
 QZ0661'AZIMUTH MARK.
 QZ0661
 QZ0661                          STATION RECOVERY (1946)
 QZ0661
 QZ0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0661'RECOVERED AS DESCRIBED AND FOUND ALL MARKS TO BE IN GOOD
 QZ0661'CONDITION.  THE 1945 DISTANCES AND DIRECTIONS TO REFERENCE
 QZ0661'MARKS WERE NOT CHECKED, THE STATION BEING OCCUPIED TO OBTAIN
 QZ0661'A SUBSTITUTE STATION FOR PHOTOGRAPHIC CONTROL.  A COMPLETE
 QZ0661'DESCRIPTION FOLLOWS--
 QZ0661'
 QZ0661'STATION IS ON THE NORTH SIDE OF THE SALMON RIVER ABOUT 4-1/2
 QZ0661'MILES NE OF DALE RANCH, 2-1/2 MILES AIRLINE SE OF BAT POINT
 QZ0661'LOOKOUT, AND ABOUT 1-1/4 MILES WEST OF THE MOUTH OF BARGAMIN
 QZ0661'CREEK.  IN THE WEST HAY FIELD OF THE ALLISON RANCH.
 QZ0661'
 QZ0661'MARKED WITH A STANDARD DISC STAMPED HAY 1945, SET IN A PROMINENT
 QZ0661'ROCK OUTCROP PROJECTING 3 FEET.  IT IS 149 FEET WEST OF A
 QZ0661'FENCE LINE AND 555 FEET NNE OF A ROCK PILE (SOUTH OF TWO)
 QZ0661'IN THE WEST SOUTHWEST CORNER OF THE HAY FIELD.
 QZ0661'
 QZ0661'REFERENCE MARK NO. 1 IS ESE OF THE STATION IN ROCK OUTCROP
 QZ0661'PROJECTING ABOUT 6 INCHES.  MARKED WITH A STANDARD DISC
 QZ0661'STAMPED HAY NO 1 1945.  IT IS 56 FEET WEST OF A FENCE LINE.
 QZ0661'
 QZ0661'REFERENCE MARK NO. 2 IS SE OF THE STATION IN THE NW CORNER OF
 QZ0661'A TRIANGULAR ROCK OUTCROP PROJECTING 1 FOOT.  MARKED WITH A
 QZ0661'STANDARD DISC STAMPED HAY NO 2 1945.  IT IS 26 FEET WEST
 QZ0661'OF THE SOUTH POST OF A POLE GATE INTO THE HAY FIELD.
 QZ0661'
 QZ0661'THE AZIMUTH MARK IS ABOUT 200 YARDS SSW OF THE STATION IN A
 QZ0661'PROMINENT 3 X 7 FOOT ROCK OUTCROP PROJECTING ABOUT 2 FEET, A
 QZ0661'STANDARD DISC STAMPED HAY 1945.  IT IS ON THE SOUTH SIDE OF
 QZ0661'THE HAY FIELD AT THE EDGE OF A GROVE OF SMALL PINE TREES.
 QZ0661'
 QZ0661'NOTE--TRIANGULATION STATION MYER WILL ALSO SERVE AS AN AZIMUTH
 QZ0661'MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1617 ***********************************************************************
 SV1617  DESIGNATION -  HAYDEN LAKE EAST WT
 SV1617  PID         -  SV1617
 SV1617  STATE/COUNTY-  ID/KOOTENAI
 SV1617  USGS QUAD   -  HAYDEN (1996)
 SV1617
 SV1617                         *CURRENT SURVEY CONTROL
 SV1617  ___________________________________________________________________
 SV1617* NAD 83(1992)-  47 46 00.61856(N)    116 45 23.71532(W)     ADJUSTED  
 SV1617* NAVD 88     -       717.     (meters)    2352.     (feet)  SCALED    
 SV1617  ___________________________________________________________________
 SV1617  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 SV1617  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 SV1617
 SV1617  HORZ ORDER  -  THIRD
 SV1617
 SV1617.The horizontal coordinates were established by classical geodetic methods
 SV1617.and adjusted by the National Geodetic Survey in July 1992..
 SV1617
 SV1617.The orthometric height was scaled from a topographic map.
 SV1617
 SV1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1617
 SV1617.The geoid height was determined by GEOID03.
 SV1617
 SV1617;                    North         East     Units Scale Factor Converg.
 SV1617;SPC ID W     -   678,334.838   724,550.598   MT  1.00000326   -0 44 43.2
 SV1617;UTM  11      - 5,290,414.506   518,239.131   MT  0.99960409   +0 10 48.8
 SV1617
 SV1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1617!SPC ID W     -   0.99989034  x   1.00000326  =   0.99989360
 SV1617!UTM  11      -   0.99989034  x   0.99960409  =   0.99949448
 SV1617
 SV1617                          SUPERSEDED SURVEY CONTROL
 SV1617
 SV1617  NAD 83(1986)-  47 46 00.61997(N)    116 45 23.70696(W) AD(       ) 3
 SV1617  NAD 27      -  47 46 00.95604(N)    116 45 20.02169(W) AD(       ) 3
 SV1617
 SV1617.Superseded values are not recommended for survey control.
 SV1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1617.See file dsdata.txt to determine how the superseded data were derived.
 SV1617
 SV1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN1823990415(NAD 83)
 SV1617_MARKER: 54 = WATER TOWER
 SV1617
 SV1617  HISTORY     - Date     Condition        Report By
 SV1617  HISTORY     - 1960     FIRST OBSERVED   USGS
 SV1617
 SV1617                          STATION DESCRIPTION
 SV1617
 SV1617'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SV1617'LOCATED IMMEDIATELY E. OF HAYDEN LAKE AND IS THE E. WATER TOWER OF TWO
 SV1617'IDENTICAL TOWERS.
 SV1617'
 SV1617'STATION MARK--CENTER OF THE RED AND WHITE WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1618 ***********************************************************************
 SV1618  DESIGNATION -  HAYDEN LAKE WEST WT
 SV1618  PID         -  SV1618
 SV1618  STATE/COUNTY-  ID/KOOTENAI
 SV1618  USGS QUAD   -  HAYDEN (1996)
 SV1618
 SV1618                         *CURRENT SURVEY CONTROL
 SV1618  ___________________________________________________________________
 SV1618* NAD 83(1992)-  47 46 10.44754(N)    116 45 52.12754(W)     ADJUSTED  
 SV1618* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 SV1618  ___________________________________________________________________
 SV1618  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 SV1618  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SV1618
 SV1618  HORZ ORDER  -  THIRD
 SV1618
 SV1618.The horizontal coordinates were established by classical geodetic methods
 SV1618.and adjusted by the National Geodetic Survey in July 1992..
 SV1618
 SV1618.The orthometric height was scaled from a topographic map.
 SV1618
 SV1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1618
 SV1618.The geoid height was determined by GEOID03.
 SV1618
 SV1618;                    North         East     Units Scale Factor Converg.
 SV1618;SPC ID W     -   678,646.107   723,963.013   MT  1.00000435   -0 45 04.3
 SV1618;UTM  11      - 5,290,716.121   517,646.832   MT  0.99960383   +0 10 27.8
 SV1618
 SV1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1618!SPC ID W     -   0.99989144  x   1.00000435  =   0.99989579
 SV1618!UTM  11      -   0.99989144  x   0.99960383  =   0.99949531
 SV1618
 SV1618                          SUPERSEDED SURVEY CONTROL
 SV1618
 SV1618  NAD 83(1986)-  47 46 10.44892(N)    116 45 52.11928(W) AD(       ) 3
 SV1618  NAD 27      -  47 46 10.78536(N)    116 45 48.43197(W) AD(       ) 3
 SV1618
 SV1618.Superseded values are not recommended for survey control.
 SV1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1618.See file dsdata.txt to determine how the superseded data were derived.
 SV1618
 SV1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN1764790716(NAD 83)
 SV1618_MARKER: 54 = WATER TOWER
 SV1618
 SV1618  HISTORY     - Date     Condition        Report By
 SV1618  HISTORY     - 1960     FIRST OBSERVED   USGS
 SV1618
 SV1618                          STATION DESCRIPTION
 SV1618
 SV1618'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 SV1618'LOCATED IMMEDIATELY E. OF HAYDEN LAKE AND IS THE W. WATER TOWER OF TWO
 SV1618'IDENTICAL TOWERS.
 SV1618'
 SV1618'STATION MARK--CENTER OF THE RED AND WHITE WATER TOWER.
 SV1618'
 SV1618'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0599 ***********************************************************************
 QY0599  DESIGNATION -  HAYNES
 QY0599  PID         -  QY0599
 QY0599  STATE/COUNTY-  ID/LEMHI
 QY0599  USGS QUAD   -  BAKER (1989)
 QY0599
 QY0599                         *CURRENT SURVEY CONTROL
 QY0599  ___________________________________________________________________
 QY0599* NAD 83(1992)-  45 02 01.84045(N)    113 40 11.97196(W)     ADJUSTED  
 QY0599* NAVD 88     -      1401.1    (meters)    4597.     (feet)  VERTCON   
 QY0599  ___________________________________________________________________
 QY0599  LAPLACE CORR-           7.47  (seconds)                    DEFLEC99
 QY0599  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 QY0599
 QY0599  HORZ ORDER  -  THIRD
 QY0599
 QY0599.The horizontal coordinates were established by classical geodetic methods
 QY0599.and adjusted by the National Geodetic Survey in July 1992..
 QY0599
 QY0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 QY0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QY0599
 QY0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0599
 QY0599.The geoid height was determined by GEOID03.
 QY0599
 QY0599;                    North         East     Units Scale Factor Converg.
 QY0599;SPC ID C     -   374,125.361   526,003.378   MT  0.99995568   +0 14 00.6
 QY0599;SPC MT       -    95,870.400   271,564.756   MT  0.99997986   -3 03 01.3
 QY0599;SPC MT       -   314,535.43    890,960.49   iFT  0.99997986   -3 03 01.3
 QY0599;UTM  12      - 4,990,178.453   289,687.684   MT  1.00014391   -1 53 23.2
 QY0599
 QY0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0599!SPC ID C     -   0.99978233  x   0.99995568  =   0.99973802
 QY0599!SPC MT       -   0.99978233  x   0.99997986  =   0.99976220
 QY0599!UTM  12      -   0.99978233  x   1.00014391  =   0.99992621
 QY0599
 QY0599|---------------------------------------------------------------------|
 QY0599| PID    Reference Object                     Distance      Geod. Az  |
 QY0599|                                                           dddmmss.s |
 QY0599| CN3703 HAYNES RM 1                          26.743 METERS 05953     |
 QY0599| CN3702 HAYNES AZ MK                                       1460325.8 |
 QY0599| CN3704 HAYNES RM 2                           8.061 METERS 32948     |
 QY0599|---------------------------------------------------------------------|
 QY0599
 QY0599                          SUPERSEDED SURVEY CONTROL
 QY0599
 QY0599  NAD 83(1986)-  45 02 01.83916(N)    113 40 11.97062(W) AD(       ) 3
 QY0599  NAD 27      -  45 02 02.10600(N)    113 40 08.76700(W) AD(       ) 3
 QY0599  NGVD 29 (07/19/86) 1399.9    (m)         4593.     (f) VERT ANG       
 QY0599
 QY0599.Superseded values are not recommended for survey control.
 QY0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0599.See file dsdata.txt to determine how the superseded data were derived.
 QY0599
 QY0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ8968890178(NAD 83)
 QY0599_MARKER: DS = TRIANGULATION STATION DISK
 QY0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0599_STAMPING: HAYNES 1950
 QY0599_MARK LOGO: CGS   
 QY0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 QY0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0599+STABILITY: SURFACE MOTION
 QY0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QY0599+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1994
 QY0599
 QY0599  HISTORY     - Date     Condition        Report By
 QY0599  HISTORY     - 1950     MONUMENTED       CGS
 QY0599  HISTORY     - 19940713 GOOD             IDDT
 QY0599  HISTORY     - 20010501 GOOD             IDTD
 QY0599
 QY0599                          STATION DESCRIPTION
 QY0599
 QY0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 QY0599'THE STATION IS LOCATED NEAR A GRAVEL PIT ON THE SOUTHWEST SIDE
 QY0599'OF STATE HIGHWAY 28, ABOUT 12 MILES AIRLINE NORTH OF LEMHI
 QY0599'AND ABOUT 15 MILES AIRLINE SOUTHEAST OF SALMON.
 QY0599'
 QY0599'TO REACH THE STATION FROM THE POST OFFICE IN SALMON, GO SOUTHEAST
 QY0599'ON STATE HIGHWAY 28 FOR 14.7 MILES TO A GRAVEL PIT, A WHITE
 QY0599'WITNESS POST, AND THE STATION ON THE RIGHT.
 QY0599'
 QY0599'THE STATION MARK IS A STANDARD DISK STAMPED HAYNES 1950 SET
 QY0599'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 QY0599'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 43.7 FEET SOUTHWEST
 QY0599'OF THE CENTER LINE OF STATE HIGHWAY 28, 8.7 FEET SOUTHWEST OF
 QY0599'A WHITE WITNESS POST, AND ABOUT 75 YARDS NORTHEAST OF THE
 QY0599'CENTER OF A LARGE GRAVEL PIT.
 QY0599'
 QY0599'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HAYNES
 QY0599'NO 1 1950 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 QY0599'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 44.0
 QY0599'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 5
 QY0599'FEET SOUTHWEST OF A FENCE LINE, AND ABOUT 1 FOOT HIGHER THAN
 QY0599'THE STATION.
 QY0599'
 QY0599'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED HAYNES
 QY0599'NO 2 1950 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 QY0599'THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS ABOUT
 QY0599'42 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 QY0599'THE SAME ELEVATION AS THE STATION.
 QY0599'
 QY0599'THE AZIMUTH MARK IS LOCATED AT THE NORTH CORNER OF A CROSS
 QY0599'ROAD ON THE NORTHEAST SIDE OF STATE HIGHWAY 28.  IT IS A STANDARD
 QY0599'DISK STAMPED HAYNES 1950 SET IN THE TOP OF A 10-INCH SQUARE
 QY0599'CONCRETE POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 QY0599'IT IS ABOUT 47 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 QY0599'ABOUT 10 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, AND
 QY0599'ABOUT 3 FEET WEST OF A STOP SIGN POST.  TO REACH THE AZIMUTH
 QY0599'MARK FROM THE STATION, GO SOUTHEAST ON STATE HIGHWAY 28 FOR
 QY0599'0.6 MILE TO A CROSS ROAD AND THE AZIMUTH MARK ON THE LEFT.
 QY0599
 QY0599                          STATION RECOVERY (1994)
 QY0599
 QY0599'RECOVERY NOTE BY ID DEPT OF TRANSP 1994 (GDJ)
 QY0599'STATION MARK WAS RECOVERED IN FAIR CONDITION.  IT APPEARS THE MARK HAS
 QY0599'BEEN RUN OVER SEVERAL TIMES BY SOME TYPE OF MACHINERY.  THE AZIMUTH
 QY0599'MARK HAS BEEN DESTROYED.
 QY0599' 
 QY0599'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 93 AND STATE HIGHWAY 28 IN
 QY0599'SALMON.  GO SOUTHEASTERLY ON U.S. HIGHWAY 93 FOR 23.5 KM (14.60 MI)
 QY0599'(MILEPOST 121.051) TO THE MARK ON THE RIGHT.  LOCATED ACCROSS THE
 QY0599'HIGHWAY FROM A BEAM PLANT.  IT IS 13.0 M (42.7 FT)  SOUTHWEST FROM THE
 QY0599'CENTERLINE OF THE HIGHWAY AND 0.30 M (0.98 FT)  NORTHEAST FROM A
 QY0599'WITNESS POST.
 QY0599
 QY0599                          STATION RECOVERY (2001)
 QY0599
 QY0599'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 QY0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1432 ***********************************************************************
 SV1432  DESIGNATION -  HAYSTACK
 SV1432  PID         -  SV1432
 SV1432  STATE/COUNTY-  ID/SHOSHONE
 SV1432  USGS QUAD   -  KELLOGG WEST (1996)
 SV1432
 SV1432                         *CURRENT SURVEY CONTROL
 SV1432  ___________________________________________________________________
 SV1432* NAD 83(1992)-  47 31 35.73739(N)    116 08 05.90547(W)     ADJUSTED  
 SV1432* NAVD 88     -      1038.2    (meters)    3406.     (feet)  VERTCON   
 SV1432  ___________________________________________________________________
 SV1432  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 SV1432  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 SV1432
 SV1432  HORZ ORDER  -  SECOND
 SV1432
 SV1432.The horizontal coordinates were established by classical geodetic methods
 SV1432.and adjusted by the National Geodetic Survey in July 1992..
 SV1432
 SV1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1432
 SV1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1432
 SV1432.The geoid height was determined by GEOID03.
 SV1432
 SV1432;                    North         East     Units Scale Factor Converg.
 SV1432;SPC ID W     -   651,206.471   771,011.307   MT  0.99994366   -0 17 02.2
 SV1432;UTM  11      - 5,264,047.830   565,114.975   MT  0.99965210   +0 38 17.0
 SV1432
 SV1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1432!SPC ID W     -   0.99983991  x   0.99994366  =   0.99978358
 SV1432!UTM  11      -   0.99983991  x   0.99965210  =   0.99949207
 SV1432
 SV1432|---------------------------------------------------------------------|
 SV1432| PID    Reference Object                     Distance      Geod. Az  |
 SV1432|                                                           dddmmss.s |
 SV1432| CH7507 HAYSTACK RM 1                        10.855 METERS 18414     |
 SV1432| SV1431 ST 6                                APPROX. 2.1 KM 2621512.2 |
 SV1432| CH7508 HAYSTACK RM 2                        11.336 METERS 30956     |
 SV1432|---------------------------------------------------------------------|
 SV1432
 SV1432                          SUPERSEDED SURVEY CONTROL
 SV1432
 SV1432  NAD 83(1986)-  47 31 35.74070(N)    116 08 05.89616(W) AD(       ) 2
 SV1432  NAD 27      -  47 31 36.01514(N)    116 08 02.29838(W) AD(       ) 2
 SV1432  NGVD 29 (07/19/86) 1037.0    (m)         3402.     (f) VERT ANG       
 SV1432
 SV1432.Superseded values are not recommended for survey control.
 SV1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1432.See file dsdata.txt to determine how the superseded data were derived.
 SV1432
 SV1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6511564048(NAD 83)
 SV1432_MARKER: Z = SEE DESCRIPTION
 SV1432_SETTING: 0 = UNSPECIFIED SETTING
 SV1432
 SV1432  HISTORY     - Date     Condition        Report By
 SV1432  HISTORY     - 1958     MONUMENTED       CGS
 SV1432
 SV1432                          STATION DESCRIPTION
 SV1432
 SV1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1432'THE STATION IS ABOUT 1 MILE SOUTHWEST OF KELLOGG ON THE
 SV1432'SUMMIT OF HAYSTACK PEAK.  ABOVE AND SOUTHEAST OF THE BUNKER
 SV1432'HILL MINING COMPANY.  THE BALK, ROUND-TOPPED PEAK IS
 SV1432'SPARSELY COVERED WITH BURNED-OVER TIMBER AND BRUSH ON THE
 SV1432'SLOPES.
 SV1432'
 SV1432'TO REACH FROM THE SOUTHWEST CORNER OF THE POLICE STATION AND
 SV1432'CITY HALL IN SOUTH KELLOGG, GO WEST ONE BLOCK TO THE SOUTHWEST
 SV1432'CORNER OF THE EDSEL SERVICE AND SALES.  GO NORTH AND WEST ON
 SV1432'GRAVEL ROAD FOR 0.8 MILE TO END OF GRAVEL ROAD.  TURN LEFT AND
 SV1432'FOLLOW WINDING BLADED ROAD FOR 0.5 MILE TO FORK.  TAKE LEFT
 SV1432'FORK, EASTERLY, FOR 0.25 MILE TO A POINT JUST NORTH OF THE
 SV1432'BASE OF HAYSTACK PEAK.  TURN RIGHT (WITH 4-WHEEL DRIVE VEHICLE)
 SV1432'AND GO SOUTH FOR 0.2 MILE TO THE BASE OF THE MOUNTAIN AND
 SV1432'END OF TRUCK TRAVEL.  PACK SOUTH UP STEEP SLOPE TO THE SUMMIT
 SV1432'AND STATION.  THIS IS ABOUT A 20-MINUTE PACK.
 SV1432'
 SV1432'THE STATION MARK IS A DRILL STEEL IN BLOCK OF CONCRETE ON
 SV1432'VERY TOP OF HAYSTACK PEAK.  IT IS A BUNKER HILL MINING COMPANY
 SV1432'MARK.  THE STEEL PROJECTS 1 INCH OUT OF A 6-INCH SQUARE BLOCK
 SV1432'OF CONCRETE PROJECTING 6 INCHES ABOVE THE GROUND.
 SV1432'
 SV1432'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES
 SV1432'IN BOULDERS.  STAMPED HAYSTACK 1958 NO 1 AND NO 2 RESPECTIVELY.
 SV1432'NO. 1 IS ABOUT 1-1/2 FEET HIGHER AND NO. 2 IS ABOUT 4 FEET
 SV1432'LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1301 ***********************************************************************
 RA1301  DESIGNATION -  HAZARD
 RA1301  PID         -  RA1301
 RA1301  STATE/COUNTY-  ID/IDAHO
 RA1301  USGS QUAD   -  INDIAN MOUNTAIN (1963)
 RA1301
 RA1301                         *CURRENT SURVEY CONTROL
 RA1301  ___________________________________________________________________
 RA1301* NAD 83(1992)-  45 10 40.62862(N)    116 18 04.88680(W)     ADJUSTED  
 RA1301* NAVD 88     -       984.2    (meters)    3229.     (feet)  VERTCON   
 RA1301  ___________________________________________________________________
 RA1301  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 RA1301  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 RA1301
 RA1301  HORZ ORDER  -  THIRD
 RA1301
 RA1301.The horizontal coordinates were established by classical geodetic methods
 RA1301.and adjusted by the National Geodetic Survey in July 1992..
 RA1301
 RA1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1301
 RA1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1301
 RA1301.The geoid height was determined by GEOID03.
 RA1301
 RA1301;                    North         East     Units Scale Factor Converg.
 RA1301;SPC ID W     -   390,229.212   756,664.880   MT  0.99995642   -0 23 27.9
 RA1301;UTM  11      - 5,002,956.353   554,893.001   MT  0.99963705   +0 29 44.0
 RA1301
 RA1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1301!SPC ID W     -   0.99984808  x   0.99995642  =   0.99980450
 RA1301!UTM  11      -   0.99984808  x   0.99963705  =   0.99948518
 RA1301
 RA1301|---------------------------------------------------------------------|
 RA1301| PID    Reference Object                     Distance      Geod. Az  |
 RA1301|                                                           dddmmss.s |
 RA1301| CH7510 HAZARD RM 1                           6.002 METERS 06124     |
 RA1301| CH7511 HAZARD RM 2                          20.638 METERS 16602     |
 RA1301| CH7509 HAZARD AZ MK                                       1881612.0 |
 RA1301|---------------------------------------------------------------------|
 RA1301
 RA1301                          SUPERSEDED SURVEY CONTROL
 RA1301
 RA1301  NAD 83(1986)-  45 10 40.62871(N)    116 18 04.88581(W) AD(       ) 3
 RA1301  NAD 27      -  45 10 41.03369(N)    116 18 01.44411(W) AD(       ) 3
 RA1301  NGVD 29 (07/19/86)  983.1    (m)         3225.     (f) VERT ANG       
 RA1301
 RA1301.Superseded values are not recommended for survey control.
 RA1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1301.See file dsdata.txt to determine how the superseded data were derived.
 RA1301
 RA1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5489302956(NAD 83)
 RA1301_MARKER: DS = TRIANGULATION STATION DISK
 RA1301_SETTING: 0 = UNSPECIFIED SETTING
 RA1301
 RA1301  HISTORY     - Date     Condition        Report By
 RA1301  HISTORY     - 1946     MONUMENTED       CGS
 RA1301  HISTORY     - 1962     MARK NOT FOUND   USGS
 RA1301
 RA1301                          STATION DESCRIPTION
 RA1301
 RA1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1301'STATION IS LOCATED ABOUT 16 MILES S OF RIGGINE, ABOUT 14 MILES N OF
 RA1301'NEW MEADOWS, AND ABOUT 0.3 MILE S OF THE POINT WHERE HAZARD CREEK
 RA1301'EMPTIES INTO THE LITTLE SALMON RIVER.  IT IS 177.4 FEET S OF THE SE
 RA1301'CORNER OF A CONCRETE BRIDGE ACROSS LITTLE SALMON RIVER, 36 FEET E
 RA1301'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 95, AND 33.6 FEET W OF A
 RA1301'N-S FENCE LINE.
 RA1301'
 RA1301'STATION MARK IS A BRONZE STATION DISK WELDED TO THE TOP OF A 3-INCH
 RA1301'IRON PIPE SET 3 FEET DEEP IN THE GROUND.  DISK IS STAMPED HAZARD
 RA1301'1946.  IT IS WITNESS BY A WHITE WOODEN WITNESS POST.  UNDERGROUND
 RA1301'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 RA1301'
 RA1301'REFERENCE MARK 1, STAMPED HAZARD NO 1 1946, IN A BRONZE REFERENCE
 RA1301'DISK WELDED TO THE TOP OF A 3-INCH IRON PIPE SET IN THE GROUND
 RA1301'3 FEET.  IT IS 14.5 FEET W OF A N-S FENCE LINE AND IS 53.9 FEET E
 RA1301'OF THE APPROXIMATE CENTER LINE OF HIGHWAY 95.
 RA1301'
 RA1301'REFERENCE MARK 2, STAMPED HAZARD NO 2 1946, IS A BRONZE REFERENCE
 RA1301'DISK SET IN A DRILL HOLE IN A BOULDER.  IT IS ABOUT 3 FEET ABOVE
 RA1301'STATION ELEVATION, 26.5 FEET W OF N-S FENCE LINE, AND 44.7 FEET E
 RA1301'OF THE APPROXIMATE CENTER LINE OF HIGHWAY 95.
 RA1301'
 RA1301'AZIMUTH MARK, STAMPED HAZARD 1946, IS A BRONZE AZIMUTH DISK SET IN A
 RA1301'DRILL HOLE IN A BOULDER.  IT IS 0.3 MILE S OF THE STATION, 31.4 FEET
 RA1301'W OF HIGHWAY 95, 7 FEET W OF A 1-FOOT TREE WITH A TRIANGLE BLAZE,
 RA1301'14 FEET NW OF A 1.8-FOOT TREE WITH A TRIANGLE BLAZE, AND 43.4 FEET
 RA1301'ESE OF A LARGE LONE PINE BETWEEN HIGHWAY 95 AND LITTLE SALMON
 RA1301'RIVER.
 RA1301'
 RA1301'THE PICTURE POINT IS THE SE CORNER OF THE BRIDGE CROSSING LITTLE
 RA1301'SALMON RIVER NEAR THE STATION.
 RA1301'
 RA1301'TO REACH THE STATION FROM THE POST OFFICE IN NEW MEADOWS, GO N ONE
 RA1301'BLOCK TO U.S. HIGHWAY 95, TURN RIGHT AND CONTINUE ON HIGHWAY 95 FOR
 RA1301'15.65 MILES TO STATION ON THE RIGHT SIDE OF THE HIGHWAY.  IT IS
 RA1301'EASILY IDENTIFIED BY THE CONCRETE BRIDGE JUST PAST THE STATION.
 RA1301
 RA1301                          STATION RECOVERY (1962)
 RA1301
 RA1301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RA1301'STATION COULD NOT BE FOUND.  THE BRIDGE REFERRED TO IN THE
 RA1301'DESCRIPTION HAS BEEN DESTROYED AND THE HIGHWAY HAS BEEN MOVED OVER
 RA1301'THE LOCATION OF THE STATION.  REFERENCE MARKS COULD NOT BE FOUND.
 RA1301'THE AZIMUTH MARK IS STILL IN THE POSITION DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1001 ***********************************************************************
 NV1001  DESIGNATION -  HAZELTON
 NV1001  PID         -  NV1001
 NV1001  STATE/COUNTY-  ID/JEROME
 NV1001  USGS QUAD   -  MILNER (1992)
 NV1001
 NV1001                         *CURRENT SURVEY CONTROL
 NV1001  ___________________________________________________________________
 NV1001* NAD 83(1992)-  42 33 30.44415(N)    114 05 42.58297(W)     ADJUSTED  
 NV1001* NAVD 88     -      1343.3    (meters)    4407.     (feet)  VERTCON   
 NV1001  ___________________________________________________________________
 NV1001  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 NV1001  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 NV1001
 NV1001  HORZ ORDER  -  SECOND
 NV1001
 NV1001.The horizontal coordinates were established by classical geodetic methods
 NV1001.and adjusted by the National Geodetic Survey in July 1992..
 NV1001
 NV1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1001
 NV1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1001
 NV1001.The geoid height was determined by GEOID03.
 NV1001
 NV1001;                    North         East     Units Scale Factor Converg.
 NV1001;SPC ID C     -    99,055.176   492,185.484   MT  0.99994812   -0 03 51.7
 NV1001;UTM  11      - 4,715,874.379   738,465.718   MT  1.00029970   +1 57 56.1
 NV1001
 NV1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1001!SPC ID C     -   0.99979168  x   0.99994812  =   0.99973981
 NV1001!UTM  11      -   0.99979168  x   1.00029970  =   1.00009132
 NV1001
 NV1001|---------------------------------------------------------------------|
 NV1001| PID    Reference Object                     Distance      Geod. Az  |
 NV1001|                                                           dddmmss.s |
 NV1001| CD5223 HAZELTON RM 2                        12.993 METERS 00549     |
 NV1001| CD5222 HAZELTON RM 1                        14.876 METERS 27718     |
 NV1001| NV1005 EDEN MUNICIPAL TANK                 APPROX.10.6 KM 2980218.2 |
 NV1001| NV1003 HAZELTON MUNICIPAL TANK             APPROX. 5.2 KM 3201533.6 |
 NV1001| NV1002 HAZELTON COLO MILL CO ELEVATOR      APPROX. 5.3 KM 3241356.6 |
 NV1001| CD5221 HAZELTON AZ MK                                     3361252.5 |
 NV1001|---------------------------------------------------------------------|
 NV1001
 NV1001                          SUPERSEDED SURVEY CONTROL
 NV1001
 NV1001  NAD 83(1986)-  42 33 30.44368(N)    114 05 42.58017(W) AD(       ) 2
 NV1001  NAD 27      -  42 33 30.75900(N)    114 05 39.46900(W) AD(       ) 2
 NV1001  NGVD 29 (07/19/86) 1342.3    (m)         4404.     (f) VERT ANG       
 NV1001
 NV1001.Superseded values are not recommended for survey control.
 NV1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1001.See file dsdata.txt to determine how the superseded data were derived.
 NV1001
 NV1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH3846615874(NAD 83)
 NV1001_MARKER: DD = SURVEY DISK
 NV1001_SETTING: 80 = SET IN A BOULDER
 NV1001_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NV1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1001
 NV1001  HISTORY     - Date     Condition        Report By
 NV1001  HISTORY     - 1947     MONUMENTED       USGS
 NV1001  HISTORY     - 1950     GOOD             CGS
 NV1001  HISTORY     - 1963     POOR             USGS
 NV1001
 NV1001                          STATION DESCRIPTION
 NV1001
 NV1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NV1001'STATION IS LOCATED, AIRLINE, ABOUT 5-1/2 MILES NORTHEAST OF
 NV1001'MURTAUGH, 4 MILES SOUTHEAST OF HAZELTON, AND IN THE CENTER OF A
 NV1001'SAGE COVERED, FLAT TOPPED HILL LOCALLY KNOWN AS HAZELTON BUTTE.
 NV1001'
 NV1001'STATION MARK, STAMPED HAZELTON 1947, IS A STANDARD USGS DISK
 NV1001'CEMENTED IN A DRILL HOLE IN A BURIED BOULDER 12 BY 18 INCHES
 NV1001'AND FLUSH WITH THE GROUND.  IT IS 11.3 FEET NORTHEAST OF A
 NV1001'WITNESS POST.
 NV1001'
 NV1001'REFERENCE MARK NUMBER 1, STAMPED NO 1, IS A STANDARD USGS
 NV1001'DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER 12 INCHES
 NV1001'IN DIAMETER, FLUSH WITH THE GROUND, AND AT THE SAME ELEVATION
 NV1001'AS THE STATION MARK.
 NV1001'
 NV1001'REFERENCE MARK NUMBER 2, STAMPED NO 2, IS A STANDARD USGS DISK
 NV1001'CEMENTED IN A DRILL HOLE IN A BURIED BOULDER 6 INCHES IN DIAMETER,
 NV1001'FLUSH WITH THE GROUND, AND AT THE SAME ELEVATION AS THE STATION
 NV1001'MARK.
 NV1001'
 NV1001'AZIMUTH MARK, STAMPED HAZELTON USGS 1950, IS A STANDARD USC
 NV1001'AND GS DISK CEMENTED IN A DRILL HOLE IN THE CENTER OF THE
 NV1001'ABUTMENT OF A CONCRETE CULVERT ON THE NORTH SIDE OF STATE HIGHWAY
 NV1001'25.  IT PROJECTS 6 INCHES ABOVE THE GROUND, AND IS 18 FEET
 NV1001'NORTH OF THE CENTERLINE OF THE HIGHWAY.  IT IS IN THE CENTER
 NV1001'AND LARGEST CULVERT OF 3 CULVERTS.  TO REACH FROM THE U.S.
 NV1001'POST OFFICE IN HAZELTON, GO EAST ON STATE HIGHWAY 25 FOR
 NV1001'0.8 MILE TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE HIGHWAY.
 NV1001'
 NV1001'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 NV1001'IN HAZELTON, GO EAST ON STATE HIGHWAY 25 FOR 0.05 MILES.  TURN
 NV1001'RIGHT, SOUTH, AND GO 0.35 MILE.  TURN LEFT, EAST, AND GO 1.3
 NV1001'MILES TO A T ROAD.  TURN RIGHT, SOUTH, AND GO 1.05 MILES.
 NV1001'CONTINUE STRAIGHT AHEAD ON A TRACK ROAD FOR 1.05 MILES TO A ROAD
 NV1001'AND A POWER LINE INTERSECTION.  TURN LEFT, EAST, AND FOLLOW
 NV1001'POWER LINE ROAD FOR 0.7 MILE TO A FORK.  TAKE RIGHT FORK,
 NV1001'SOUTHEAST, AND GO 0.25 MILE TO THE CREST OF RIDGE.  TURN
 NV1001'RIGHT, WEST, ACROSS COUNTRY, AND GO 0.25 MILE TO THE CENTER OF
 NV1001'THE TOP AND THE STATION.
 NV1001
 NV1001                          STATION RECOVERY (1963)
 NV1001
 NV1001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NV1001'STATION MARK WAS IN PLACE, BUT WAS LOOSE IN THE GROUND.
 NV1001'
 NV1001'LOCATED ABOUT 5.5 MI. (AIRLINE) NE. OF MURTAUGH, 4 MI. SE. OF
 NV1001'HAZELTON, IN THE CENTER OF A SAGE-COVERED TOP KNOWN LOCALLY AS
 NV1001'HAZELTON BUTTE.
 NV1001'
 NV1001'TO REACH FROM HAZELTON POST OFFICE, DRIVE E. ON STATE HIGHWAY 25 FOR
 NV1001'0.05 MI. TO A RD. TO RIGHT, TURN RIGHT (S.) FOR 0.35 MI. TO RD.
 NV1001'INTERSECTION, TURN LEFT (E.) FOR 1.3 MI. TO A T-RD. INTERSECTION TO
 NV1001'RIGHT, TURN RIGHT (S.) FOR 1.05 MI. TO A RD. INTERSECTION, CONTINUE
 NV1001'S. (STRAIGHT AHEAD) ON TRACK RD. 1.05 MI. TO A RD. INTERSECTION AT
 NV1001'POWER LINE INTERSECTION, TURN LEFT (E.) AND FOLLOW POLE LINE 0.7 MI.
 NV1001'TO RD. FORKS, TAKE RIGHT FORK (SE.) 0.25 MI. TO CREST OF RIDGE, THENCE
 NV1001'RIGHT (W.) ACROSS COUNTRY 0.25 MI. TO CENTER OF TOP AND STATION.
 NV1001'
 NV1001'STATION MARK--STANDARD TABLET STAMPED---HAZELTON 1947---, CEMENTED
 NV1001'IN A ROCK BURIED IN GROUND.
 NV1001'
 NV1001'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NV1001'---NO 1---, CEMENTED IN A ROCK BURIED IN GROUND, 48.75 FT. FROM
 NV1001'STATION MARK IN BEARING N 82 DEG. 42 MIN. W.
 NV1001'
 NV1001'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NV1001'---NO 2---, CEMENTED IN A ROCK BURIED IN GROUND, 42.58 FT. FROM
 NV1001'STATION MARK IN BEARING N 5 DEG. 49 MIN. E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1002 ***********************************************************************
 NV1002  DESIGNATION -  HAZELTON COLO MILL CO ELEVATOR
 NV1002  PID         -  NV1002
 NV1002  STATE/COUNTY-  ID/JEROME
 NV1002  USGS QUAD   -  EDEN (1992)
 NV1002
 NV1002                         *CURRENT SURVEY CONTROL
 NV1002  ___________________________________________________________________
 NV1002* NAD 83(1992)-  42 35 49.41652(N)    114 07 58.10488(W)     ADJUSTED  
 NV1002* NAVD 88     -                                                        
 NV1002  ___________________________________________________________________
 NV1002  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 NV1002  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 NV1002
 NV1002  HORZ ORDER  -  THIRD
 NV1002
 NV1002.The horizontal coordinates were established by classical geodetic methods
 NV1002.and adjusted by the National Geodetic Survey in July 1992..
 NV1002
 NV1002
 NV1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1002
 NV1002.The geoid height was determined by GEOID03.
 NV1002
 NV1002;                    North         East     Units Scale Factor Converg.
 NV1002;SPC ID C     -   103,347.354   489,100.876   MT  0.99994883   -0 05 23.6
 NV1002;UTM  11      - 4,720,055.989   735,229.850   MT  1.00028083   +1 56 29.4
 NV1002
 NV1002                          SUPERSEDED SURVEY CONTROL
 NV1002
 NV1002  NAD 83(1986)-  42 35 49.41585(N)    114 07 58.10316(W) AD(       ) 4
 NV1002  NAD 27      -  42 35 49.73300(N)    114 07 54.99200(W) AD(       ) 3
 NV1002
 NV1002.Superseded values are not recommended for survey control.
 NV1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1002.See file dsdata.txt to determine how the superseded data were derived.
 NV1002
 NV1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH3523020056(NAD 83)
 NV1002
 NV1002  HISTORY     - Date     Condition        Report By
 NV1002  HISTORY     - 1950     MONUMENTED       CGS
 NV1002
 NV1002                          STATION DESCRIPTION
 NV1002
 NV1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NV1002'STATION IS THE CENTER OF THE ROOF OF THE GRAIN ELEVATOR OF
 NV1002'THE COLORADO MILLING AND ELEVATOR COMPANY IN HAZELTON.  THE
 NV1002'ELEVATOR IS A RECTANGULARLY SHAPED WOODEN STRUCTURE COVERED
 NV1002'WITH CORRUGATED SHEET METAL AND WITH A SLOPING, RIDGEPOLE TYPE
 NV1002'OF ROOF.  IT IS UNPAINTED.
 NV1002'
 NV1002'IT IS LOCATED 2 BLOCKS EAST OF THE CENTER OF THE BUSINESS
 NV1002'SECTION OF HAZELTON AND 1/2 BLOCK NORTH OF HIGHWAY IDAHO 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1003 ***********************************************************************
 NV1003  DESIGNATION -  HAZELTON MUNICIPAL TANK
 NV1003  PID         -  NV1003
 NV1003  STATE/COUNTY-  ID/JEROME
 NV1003  USGS QUAD   -  EDEN (1992)
 NV1003
 NV1003                         *CURRENT SURVEY CONTROL
 NV1003  ___________________________________________________________________
 NV1003* NAD 83(1992)-  42 35 40.08875(N)    114 08 08.49821(W)     ADJUSTED  
 NV1003* NAVD 88     -                                                        
 NV1003  ___________________________________________________________________
 NV1003  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 NV1003  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 NV1003
 NV1003  HORZ ORDER  -  THIRD
 NV1003
 NV1003.The horizontal coordinates were established by classical geodetic methods
 NV1003.and adjusted by the National Geodetic Survey in July 1992..
 NV1003
 NV1003
 NV1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1003
 NV1003.The geoid height was determined by GEOID03.
 NV1003
 NV1003;                    North         East     Units Scale Factor Converg.
 NV1003;SPC ID C     -   103,059.919   488,863.482   MT  0.99994889   -0 05 30.6
 NV1003;UTM  11      - 4,719,760.222   735,002.719   MT  1.00027951   +1 56 22.1
 NV1003
 NV1003                          SUPERSEDED SURVEY CONTROL
 NV1003
 NV1003  NAD 83(1986)-  42 35 40.08788(N)    114 08 08.49649(W) AD(       ) 4
 NV1003  NAD 27      -  42 35 40.40800(N)    114 08 05.38700(W) AD(       ) 3
 NV1003
 NV1003.Superseded values are not recommended for survey control.
 NV1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1003.See file dsdata.txt to determine how the superseded data were derived.
 NV1003
 NV1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH3500319760(NAD 83)
 NV1003
 NV1003  HISTORY     - Date     Condition        Report By
 NV1003  HISTORY     - 1950     MONUMENTED       CGS
 NV1003
 NV1003                          STATION DESCRIPTION
 NV1003
 NV1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NV1003'STATION IS THE SPIKE ON THE PEAK OF THE ROOF OF THE MUNICIPAL
 NV1003'WATER TANK IN HAZELTON.  THE TANK IS A CYLINDRICAL WOODEN
 NV1003'STRUCTURE ELEVATED ON AN 8 LEGGED WOODED SCAFFOLED AND
 NV1003'PAINTED WHITE.  THE PEAK OF THE ROOF IS 60 FEET ABOVE THE
 NV1003'GROUND.
 NV1003'
 NV1003'IT IS LOCATED 2 BLOCKS SOUTH OF THE POINT WHERE HIGHWAY IDAHO
 NV1003'25 PASSES THROUGH THE CENTER OF THE BUSINESS SECTION OF HAZELTON
 NV1003'AND AT THE SOUTHEAST CORNER OF A VACANT LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0689 ***********************************************************************
 PZ0689  DESIGNATION -  HEART MTN
 PZ0689  PID         -  PZ0689
 PZ0689  STATE/COUNTY-  ID/CLARK
 PZ0689  USGS QUAD   -  HEART MOUNTAIN (1987)
 PZ0689
 PZ0689                         *CURRENT SURVEY CONTROL
 PZ0689  ___________________________________________________________________
 PZ0689* NAD 83(1992)-  44 19 11.53767(N)    112 44 59.76134(W)     ADJUSTED  
 PZ0689* NAVD 88     -      3178.1    (meters)   10427.     (feet)  VERTCON   
 PZ0689  ___________________________________________________________________
 PZ0689  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 PZ0689  GEOID HEIGHT-         -10.24  (meters)                     GEOID03
 PZ0689
 PZ0689  HORZ ORDER  -  THIRD
 PZ0689
 PZ0689.The horizontal coordinates were established by classical geodetic methods
 PZ0689.and adjusted by the National Geodetic Survey in July 1992..
 PZ0689
 PZ0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0689
 PZ0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0689
 PZ0689.The geoid height was determined by GEOID03.
 PZ0689
 PZ0689;                    North         East     Units Scale Factor Converg.
 PZ0689;SPC ID E     -   294,901.435   153,472.867   MT  0.99997398   -0 24 27.1
 PZ0689;UTM  12      - 4,908,890.346   360,456.029   MT  0.99983948   -1 13 22.1
 PZ0689
 PZ0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0689!SPC ID E     -   0.99950353  x   0.99997398  =   0.99947753
 PZ0689!UTM  12      -   0.99950353  x   0.99983948  =   0.99934309
 PZ0689
 PZ0689|---------------------------------------------------------------------|
 PZ0689| PID    Reference Object                     Distance      Geod. Az  |
 PZ0689|                                                           dddmmss.s |
 PZ0689| CN3707 HEART MTN RM 2                        5.026 METERS 03714     |
 PZ0689| PZ0698 BLOOM                               APPROX.19.8 KM 1895927.0 |
 PZ0689| CN3706 HEART MTN RM 1                        8.190 METERS 28924     |
 PZ0689|---------------------------------------------------------------------|
 PZ0689
 PZ0689                          SUPERSEDED SURVEY CONTROL
 PZ0689
 PZ0689  NAD 83(1986)-  44 19 11.53456(N)    112 44 59.75252(W) AD(       ) 3
 PZ0689  NAD 27      -  44 19 11.85702(N)    112 44 56.76333(W) AD(       ) 3
 PZ0689  NGVD 29 (07/19/86) 3176.6    (m)        10422.     (f) VERT ANG       
 PZ0689
 PZ0689.Superseded values are not recommended for survey control.
 PZ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0689.See file dsdata.txt to determine how the superseded data were derived.
 PZ0689
 PZ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ6045608890(NAD 83)
 PZ0689_MARKER: DD = SURVEY DISK
 PZ0689_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0689
 PZ0689  HISTORY     - Date     Condition        Report By
 PZ0689  HISTORY     - 1956     MONUMENTED       USGS
 PZ0689
 PZ0689                          STATION DESCRIPTION
 PZ0689
 PZ0689'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0689'LOCATED ABOUT 24 MI SSW. OF LIMA, MT, 17 MI NW. OF LIDY HOT
 PZ0689'SPRINGS.  ON HIGHEST BARE TOP OF HEART MTN. WHICH DIVIDES CROOKED
 PZ0689'CREEK AND MYERS CREEK.
 PZ0689'
 PZ0689'TO REACH FROM TERRETON POST OFFICE, DRIVE 17.0 MI NE. ON STATE
 PZ0689'HWY. 28 TO RD. FORKS AND SIGN DUBOIS 40.  TAKE RIGHT FORK 12.7
 PZ0689'MI TO RD. FORKS AND SIGN WARM SPRINGS RS 11, CROOKED CREEK.
 PZ0689'TAKE LEFT FORK 8.2 MI TO RD. FORKS AND SIGN
 PZ0689'ELLIS RANCH 1 BEZOLD RANCH 5, CROOKED CREEK, MYERS CREEK.  TAKE
 PZ0689'LEFT FORK 1.8 MI TO RD. FORKS.  TAKE RIGHT FORK 2.3 MI TO GATE AT
 PZ0689'SMALL RANCH HOUSE.  CONTINUE STRAIGHT AHEAD UP MYERS CREEK 5.7 MI
 PZ0689'TO END OF RD. AND SIGN WEBER CREEK TRAIL 5.  TAKE TRAIL ABOUT
 PZ0689'3 MI TO SADDLE WHERE TRAIL STARTS DOWN TO WEBER CREEK.  LEAVE
 PZ0689'TRAIL TO S. AND CLIMB TO TOP, CONTINUE S. ALONG RIDGE TO HIGHEST
 PZ0689'TOP AND STATION.  A 2-1/2 HOUR HIKE.
 PZ0689'
 PZ0689'STATION MARK--STANDARD TABLET STAMPED---HEART MTN 1956,---CEMENTED
 PZ0689'IN DRILL HOLE IN ROCK OUTCROP.
 PZ0689'
 PZ0689'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 PZ0689'1956---, CEMENTED IN DRILL HOLE IN SOLID ROCK, 26.87 FT. FROM STATION
 PZ0689'MARK AND 3.7 FT. LOWER, N 70 DEG 36 MIN W.
 PZ0689'
 PZ0689'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PZ0689'1956---, CEMENTED IN DRILL HOLE IN SOLID ROCK, 16.49 FT. FROM STATION
 PZ0689'MARK AND 0.1 FT. HIGHER, N 37 DEG 14 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1321 ***********************************************************************
 RA1321  DESIGNATION -  HEAVENS GATE
 RA1321  PID         -  RA1321
 RA1321  STATE/COUNTY-  ID/IDAHO
 RA1321  USGS QUAD   -  HEAVENS GATE (1995)
 RA1321
 RA1321                         *CURRENT SURVEY CONTROL
 RA1321  ___________________________________________________________________
 RA1321* NAD 83(1992)-  45 22 07.45103(N)    116 29 40.92293(W)     ADJUSTED  
 RA1321* NAVD 88     -      2571.1    (meters)    8435.     (feet)  VERTCON   
 RA1321  ___________________________________________________________________
 RA1321  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 RA1321  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 RA1321
 RA1321  HORZ ORDER  -  FIRST
 RA1321
 RA1321.The horizontal coordinates were established by classical geodetic methods
 RA1321.and adjusted by the National Geodetic Survey in July 1992..
 RA1321
 RA1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1321
 RA1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1321
 RA1321.The geoid height was determined by GEOID03.
 RA1321
 RA1321;                    North         East     Units Scale Factor Converg.
 RA1321;SPC ID W     -   411,552.884   741,664.443   MT  0.99997516   -0 31 47.9
 RA1321;SPC OR N     -   196,912.492 2,813,613.332   MT  0.99990066   +2 50 25.8
 RA1321;SPC OR N     -   646,038.36  9,231,014.87   iFT  0.99990066   +2 50 25.8
 RA1321;UTM  11      - 5,024,037.839   539,569.029   MT  0.99961925   +0 21 34.5
 RA1321
 RA1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1321!SPC ID W     -   0.99959944  x   0.99997516  =   0.99957461
 RA1321!SPC OR N     -   0.99959944  x   0.99990066  =   0.99950014
 RA1321!UTM  11      -   0.99959944  x   0.99961925  =   0.99921885
 RA1321
 RA1321|---------------------------------------------------------------------|
 RA1321| PID    Reference Object                     Distance      Geod. Az  |
 RA1321|                                                           dddmmss.s |
 RA1321| CH7513 HEAVENS GATE RM 1                     9.036 METERS 00927     |
 RA1321| RA1322 HEAVENS GATE LOH                      9.175 METERS 18549     |
 RA1321| CH7512 HEAVENS GATE AZ MK                                 2110845.4 |
 RA1321| RA1331 HE DEVIL IN SEVEN DEVILS CAIRN      APPROX. 6.6 KM 2202046.2 |
 RA1321| CH7514 HEAVENS GATE RM 2                     8.817 METERS 23810     |
 RA1321|---------------------------------------------------------------------|
 RA1321
 RA1321                          SUPERSEDED SURVEY CONTROL
 RA1321
 RA1321  NAD 83(1991)-  45 22 07.45121(N)    116 29 40.92196(W) AD(       ) 1
 RA1321  NAD 83(1986)-  45 22 07.45183(N)    116 29 40.92151(W) AD(       ) 1
 RA1321  NAD 27      -  45 22 07.86096(N)    116 29 37.43568(W) AD(       ) 1
 RA1321  NGVD 29 (07/19/86) 2569.8    (m)         8431.     (f) VERT ANG       
 RA1321
 RA1321.Superseded values are not recommended for survey control.
 RA1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1321.See file dsdata.txt to determine how the superseded data were derived.
 RA1321
 RA1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL3956924038(NAD 83)
 RA1321_MARKER: DS = TRIANGULATION STATION DISK
 RA1321_SETTING: 66 = SET IN ROCK OUTCROP
 RA1321_SP_SET: SET IN ROCK OUTCROP
 RA1321_STAMPING: HEAVENS GATE 1945
 RA1321_MARK LOGO: CGS   
 RA1321_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA1321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1321+STABILITY: POSITION/ELEVATION WELL
 RA1321
 RA1321  HISTORY     - Date     Condition        Report By
 RA1321  HISTORY     - 1945     MONUMENTED       CGS
 RA1321  HISTORY     - 1946     GOOD             CGS
 RA1321  HISTORY     - 1962     GOOD             USGS
 RA1321  HISTORY     - 19850615 GOOD             NGS
 RA1321
 RA1321                          STATION DESCRIPTION
 RA1321
 RA1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1321'STATION IS LOCATED ABOUT 9 MILES, AIRLINE, WSW OF RIGGINS, ON THE
 RA1321'SUMMIT OF THE PEAK ON WHICH IS LOCATED THE HEAVENS GATE LOOKOUT
 RA1321'HOUSE OF THE NEZPERCE NATIONAL FOREST, ABOUT 4 MILES NW OF THE NORTH
 RA1321'DEVIL OF THE SEVEN DEVILS PEAKS, AND ABOUT MIDWAY BETWEEN THE SNAKE
 RA1321'AND LITTLE SALMON RIVERS.  STATION ELEVATION IS APPROXIMATELY
 RA1321'8,400 FEET.
 RA1321'
 RA1321'THE STATION MARK, STAMPED HEAVENS GATE 1945, IS A BRONZE STATION DISK
 RA1321'SET IN A BEDROCK OUTCROP, ABOUT 15 BY 20 INCHES, AND PROJECTING
 RA1321'ABOUT 1 FOOT.  IT IS AT THE SAME ELEVATION AS THE BASE OF THE
 RA1321'LOOKOUT HOUSE, AND ON THE N EDGE OF THE PEAKS SUMMIT.
 RA1321'
 RA1321'NO UNDERGROUND OR WITNESS MARK WAS SET.
 RA1321'
 RA1321'REFERENCE MARK 1, STAMPED HEAVENS GATE NO 1 1945, IS A BRONZE
 RA1321'REFRENCE DISK SET IN BEDROCK FLUSH WITH THE SURFACE, AND ABOUT 3
 RA1321'FEET SE OF A 20-FOOT DROP-OFF.  IT IS ABOUT 8 FEET LOWER IN
 RA1321'ELEVATION THAN THE STATION.
 RA1321'
 RA1321'REFERENCE MARK 2, STAMPED HEAVENS GATE NO 2 1945, IS A BRONZE
 RA1321'REFERENCE DISK SET IN BEDROCK FLUSH WITH THE SURFACE, AND ABOUT
 RA1321'6 INCHES E OF AN 8-FOOT DROP-OFF.  IT IS ABOUT 4 FEET LOWER THAN
 RA1321'THE STATION MARK AND 5 METER NW OF THE NW CORNER OF THE LOOKOUT
 RA1321'HOUSE.
 RA1321'
 RA1321'THE AZIMUTH MARK, STAMPED HEAVENS GATE 1945, IS A BRONZE AZIMUTH
 RA1321'DISK SET IN AN OUTCROP ABOUT 1 FOOT WIDE, 6 FEET LONE, AND
 RA1321'PROJECTING ABOUT 6 INCHES.  IT IS ON THE CREST AND FIRST HIGH POINT
 RA1321'OF THE RIDGE LEADING NNE FROM THE STATION AND ABOUT 3 METERS WNW OF
 RA1321'THE TELEPHONE LINE.
 RA1321'
 RA1321'TO REACH THE STATION FROM THE GOLDEN RULE STORE IN RIGGINS, GO S ON
 RA1321'U.S. HIGHWAY 95 FOR 1.2 MILES TO ROAD INTERSECTION ON RIGHT, AT
 RA1321'SIGNS SQUAW CREEK ROAD, SEVEN DEVILS STATION.  TURN RIGHT, OFF
 RA1321'HIGHWAY, AND FOLLOW THE GRADED DIRT ROAD UP GRADE 15.9 MILES TO A
 RA1321'FORK LEFT LEADING TO THE SEVEN DEVILS RANGER STATION.  CONTINUE
 RA1321'STRAIGHT AHEAD, RIGHT FORK, 0.6 MILE TO TOP OF DIVIDE.  CROSS
 RA1321'CATTLE GUARD, THENCE TURN RIGHT ON TRACK ROAD LEADING UP RIDGE
 RA1321'AND CONTINUE ABOUT 0.15 MILE TO END OF TRUCK TRAVEL AND BEGINNING
 RA1321'OF THE FOREST SERVICE TRAIL LEADING TO THE LOOKOUT AND STATION.
 RA1321'CONTINUE N ON TRAIL ABOUT 1-1/2 MILES TO SUMMIT.  ABOUT A 1-HOUR
 RA1321'BACK PACK.
 RA1321
 RA1321                          STATION RECOVERY (1946)
 RA1321
 RA1321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1321'THE STATION AND ALL THE MARKS WERE RECOVERED AS DESCRIBED.  FOLLOWING
 RA1321'IS A COMPLETE DESCRIPTION--
 RA1321'
 RA1321'THE STATION IS LOCATED WSW FROM RIGGINS, 4 MILES NE FROM THE NORTH
 RA1321'DEVIL OF THE SEVEN DEVILS PEAKS AND ABOUT MIDWAY BETWEEN THE SNAKE
 RA1321'AND THE LITTLE SALMON RIVERS.  IT IS SITUATED ON THE SUMMIT OF THE
 RA1321'PEAK ADJACENT TO THE HEAVENS GATE LOOKOUT HOUSE.  THE DISK IS
 RA1321'STAMPED HEAVENS GATE 1945 AND IT PROJECTS 1 FOOT.
 RA1321'
 RA1321'REFERENCE MARK NO. 1 IS SW FROM THE STATION.  IT IS SITUATED ABOUT
 RA1321'ELEVATION OF THE STATION.  THE DISK IS STAMPED HEAVENS GATE NO 1
 RA1321'1945.
 RA1321'
 RA1321'REFERENCE MARK NO. 2 IS NW FROM THE STATION AND ABOUT 4 FEET
 RA1321'LOWER.  IT IS SITUATED 6 INCHES E FROM A 8 FOOT DROP-OFF AND 5
 RA1321'METERS NW FROM THE NORTHWEST CORNER OF THE LOOKOUT HOUSE.  THE DISK
 RA1321'IS STAMPED HEAVENS GATE NO 2 1945 AND IT IS FLUSH WITH THE
 RA1321'SURFACE OF THE GROUND.
 RA1321'
 RA1321'THE AZIMUTH MARK IS SSW FROM THE STATION.  IT IS SITUATED ON THE
 RA1321'CREST AND THE FIRST HIGH POINT OF THE RIDGE LEADING SSW FROM THE
 RA1321'STATION AND 3 METERS SE FROM THE TELEPHONE LINE.  THE DISK IS STAMPED
 RA1321'HEAVENS GATE 1945 AND IT PROJECTS 6 INCHES.
 RA1321'
 RA1321'TO REACH THE STATION FROM THE GOLDEN RULE STORE IN RIGGINS, GO S ON
 RA1321'U.S. HIGHWAY 95 FOR 1.2 MILES TO A ROAD INTERSECTION ON THE RIGHT
 RA1321'AT SIGNS SQUAW CREEK ROAD, SEVEN DEVILS STATION.  TURN RIGHT AS PER
 RA1321'SIGNS AND FOLLOW GRADED ROAD UP-GRADE FOR 14.9 MILES TO A FORK.
 RA1321'TAKE THE RIGHT FORK AND GO 0.55 MILE TO A CATTLE GUARD AND A SIGN
 RA1321'HEAVENS GATE L.O. 2.  TURN RIGHT AFTER CROSSING CATTLE GUARD AND
 RA1321'FOLLOW A DIM ROAD FOR 0.15 MILE TO THE END OF TRUCK TRAVEL.  FROM
 RA1321'THIS POINT FOLLOW A WELL DEFINED TRAIL TO THE STATION AS
 RA1321'DESCRIBED.
 RA1321
 RA1321                          STATION RECOVERY (1962)
 RA1321
 RA1321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RA1321'DESCRIPTION AND POSITION LISTED IN NGS QUAD 45116-2, STATION 1016.
 RA1321'
 RA1321'NOTE BY USGS, 1962--STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD
 RA1321'CONDITION.  THE RD. NOW ENDS WITHIN 1000 FT. OF STATION, FROM END
 RA1321'OF RD., STATION IS ABOUT DUE E.  REACHED BY HELICOPTER.
 RA1321'
 RA1321'STATION MARK--A BRONZE STATION DISK STAMPED---HEAVENS GATE 1945---,
 RA1321'SET IN A BEDROCK OUTCROP, ABOUT 15 BY 20 IN., AND PROJECTING ABOUT
 RA1321'1 FT.
 RA1321
 RA1321                          STATION RECOVERY (1985)
 RA1321
 RA1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 RA1321'THE STATION, AND RM 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE AZ
 RA1321'MK WAS NOT SEARCHED FOR.  THE LOOKOUT HOUSE MENTIONED IN ORIGINAL
 RA1321'DESCRIPTION AS BEEN TORN DOWN.  A NEW ONE WAS BUILT NEARBY.  THE
 RA1321'DISTANCES TO RM 1 DIFFERS BY 2 CENTIMETERS BUT THE AZ TO THE RM
 RA1321'COMPARE FAVORABLY WITH THE 1945 DESCRIPTION.  THE STATION IS LOCATED
 RA1321'ABOUT 9 MILES (14.5 KM) WSW OF RIGGINS IN A RANGE OF MOUNTAIN KNOWN AS
 RA1321'THE SEVEN DEVILS.  TO REACH THE STATION FROM THE INTERSECTION OF U.S
 RA1321'95 AND THE SEVEN DEVILS ROAD (IT IS ABOUT 1.2 MILES (1.9 KM) S OF
 RA1321'RIGGINS), GO E ON THE SEVEN DEVILS ROAD FOR 17.0 MILES (27.4 KM) TO A
 RA1321'SADDLE IN A CAMPING AREA, CONTINUE N UP HILL ABOUT 2 MILES, (3.2 KM)
 RA1321'(SNOW ON ROAD AT TIME OF RECOVERY) TO END OF ROAD AT A PARKING AREA,
 RA1321'FOLLOW WELL MARKED TRAIL ABOUT 325 METERS (1066.3 FT) TO LOOKOUT HOUSE
 RA1321'AND THE MARK ON THE N SIDE.
 RA1321' 
 RA1321'THE STATION IS A STANDARD CGS DISK STAMPED---HEAVENS GATE 1945---, SET
 RA1321'INTO ROCK OUTCROP, 2 METERS (6.6 FT) LARGEST DIMENSION.  THE STATION
 RA1321'IS LOCATED 15.5 METERS (50.9 FT) N FROM THE NE CORNER OF THE LOOKOUT,
 RA1321'3.9 METERS (12.8 FT) SW FROM AN INFROMATION STAND, 3.0 METERS (9.8 FT)
 RA1321'S FROM THE N EDGE OF THE TOP OF THE HILL.  RM NO 1, IS A STANDARD CGS
 RA1321'DISK STAMPED---HEAVENS GATE NO 1 1945---, SET INTO ROCK OUTCROP, 5
 RA1321'METERS (16.4 FT) LARGEST DIMENSION.  THE STATION IS LOCATED 8.0 METERS
 RA1321'(26.2 FT) NNW FROM AN INFROMATION SIGN, AND 2 METERS (6.6 FT) LOWER
 RA1321'THAN THE STATION.  RM NO 2, IS A STANDARD CGS DISK STAMPED---HEAVENS
 RA1321'GATE NO 2 1945---, SET INTO ROCK OUTCROP, 1 METER (3.3 FT) LARGEST
 RA1321'DIMENSION.  THE STATION IS LOCATED 11.3 METERS (37.1 FT) NNW FROM THE
 RA1321'NW CENTER OF LOOKOUT HOUSE, 12.3 METERS (40.4 FT) N FROM AN
 RA1321'INFROMATION SIGN ON W SIDE OF LOH, AND 1 METER (3.3 FT) LOWER THAN THE
 RA1321'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1229 ***********************************************************************
 OH1229  DESIGNATION -  HEDGE
 OH1229  PID         -  OH1229
 OH1229  STATE/COUNTY-  ID/ADA
 OH1229  USGS QUAD   -  BOISE SOUTH (1976)
 OH1229
 OH1229                         *CURRENT SURVEY CONTROL
 OH1229  ___________________________________________________________________
 OH1229* NAD 83(1992)-  43 36 59.60725(N)    116 13 54.45295(W)     ADJUSTED  
 OH1229* NAVD 88     -       832.4    (meters)    2731.     (feet)  VERTCON   
 OH1229  ___________________________________________________________________
 OH1229  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 OH1229  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 OH1229
 OH1229  HORZ ORDER  -  SECOND
 OH1229
 OH1229.The horizontal coordinates were established by classical geodetic methods
 OH1229.and adjusted by the National Geodetic Survey in July 1992..
 OH1229
 OH1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1229
 OH1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1229
 OH1229.The geoid height was determined by GEOID03.
 OH1229
 OH1229;                    North         East     Units Scale Factor Converg.
 OH1229;SPC ID W     -   216,703.476   761,111.832   MT  0.99995193   -0 19 56.5
 OH1229;UTM  11      - 4,829,572.832   561,985.714   MT  0.99964726   +0 31 47.8
 OH1229
 OH1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1229!SPC ID W     -   0.99987212  x   0.99995193  =   0.99982406
 OH1229!UTM  11      -   0.99987212  x   0.99964726  =   0.99951943
 OH1229
 OH1229:                Primary Azimuth Mark                     Grid Az
 OH1229:SPC ID W     -  BOISE STATE CAPITOL DOME                 087 21 11.0
 OH1229:UTM  11      -  BOISE STATE CAPITOL DOME                 086 29 26.7
 OH1229
 OH1229|---------------------------------------------------------------------|
 OH1229| PID    Reference Object                     Distance      Geod. Az  |
 OH1229|                                                           dddmmss.s |
 OH1229| OH1230 BOISE STATE CAPITOL DOME            APPROX. 2.6 KM 0870114.5 |
 OH1229|---------------------------------------------------------------------|
 OH1229
 OH1229                          SUPERSEDED SURVEY CONTROL
 OH1229
 OH1229  NAD 83(1986)-  43 36 59.60782(N)    116 13 54.45036(W) AD(       ) 2
 OH1229  NAD 27      -  43 37 00.00813(N)    116 13 51.02275(W) AD(       ) 2
 OH1229  NGVD 29 (07/19/86)  831.5    (m)         2728.     (f) VERT ANG       
 OH1229
 OH1229.Superseded values are not recommended for survey control.
 OH1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1229.See file dsdata.txt to determine how the superseded data were derived.
 OH1229
 OH1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6198629573(NAD 83)
 OH1229_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OH1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1229+STABILITY: SURFACE MOTION
 OH1229
 OH1229  HISTORY     - Date     Condition        Report By
 OH1229  HISTORY     - 1959     MONUMENTED       CGS
 OH1229  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OH1229  HISTORY     - 1976     GOOD             LOCENG
 OH1229  HISTORY     - 1979     GOOD             NGS
 OH1229
 OH1229                          STATION DESCRIPTION
 OH1229
 OH1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH1229'THE STATION IS 0.25 MILE SOUTH-SOUTHEAST OF THE INTERSECTION OF
 OH1229'U.S. HIGHWAYS 20, 26 AND 30, 80 FEET NORTHEAST OF THE
 OH1229'NORTHEAST CORNER OF THE SUN PORCH OF THE RESIDENCE OF MR.
 OH1229'W.E. IRVIN AT 4018 EDGEMONT ROAD, 10 FEET SOUTH OF THE TOP
 OH1229'OF THE BLUFF OVERLOOKING THE RAILROAD AND THE BOISE RIVER, 5
 OH1229'FEET SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED AND
 OH1229'3 FEET EAST OF THE EAST PROPERTY LINE OF NUMBER 4018 EDGEMONT
 OH1229'ROAD.
 OH1229'
 OH1229'TO REACH FROM THE INTERSECTIONS OF U.S. HIGHWAYS 20, 26 AND
 OH1229'30 GO WEST ON U.S. HIGHWAY 30 FOR 0.3 MILE TO GARDEN
 OH1229'AVENUE ON THE LEFT, TURN LEFT, SOUTH, FOR 0.25 MILE TO IRVIN
 OH1229'STREET, TURN LEFT, EAST, ONTO IRVIN STREET FOR 0.3 MILE TO
 OH1229'ROOSEVELT STREET, TURN LEFT, NORTH, ONTO ROOSEVELT STREET
 OH1229'FOR 0.1 MILE TO EDGEMONT ROAD, TURN RIGHT, EAST, ONTO EDGEMONT
 OH1229'ROAD AND FOLLOW IT TO NUMBER 4018.  FROM HERE GO EAST ON
 OH1229'EDGEMONT STREET FOR 100 FEET TO A VACANT LOT, TURN LEFT,
 OH1229'NORTH, AND GO TO THE NORTHWEST CORNER OF THE VACANT PROPERTY
 OH1229'AND THE STATION SITE.
 OH1229'
 OH1229'A 2-WHEEL DRIVE STATION.
 OH1229
 OH1229                          STATION RECOVERY (1965)
 OH1229
 OH1229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 OH1229'THE STATION MARK, STAMPED HEDGE 1959 WAS RECOVERED AS DESCRIBED.
 OH1229'A METAL WITNESS POST WAS PLACED 3 FEET WEST OF THE STATION.
 OH1229
 OH1229                          STATION RECOVERY (1976)
 OH1229
 OH1229'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH1229'HEDGE 1959 RECOVERED EXCELLENT EXCEPT FOR ACCESSIBILITY.
 OH1229'
 OH1229'MARK IS PHYSICALLY ACCESSIBLE BUT IS NO LONGER CONVENIENT FOR
 OH1229'INSTRUMENTAL WORK BECAUSE OF PROXIMITY OF ORNAMENTAL SHRUBBERY.
 OH1229'
 OH1229'RECOMMEND ABANDONMENT OF MARK OR ESTABLISHMENT OF A NEW MARK
 OH1229'ELSEWHERE.
 OH1229'
 OH1229'A POST, RUSTED AND BENT OUT OF SHAPE, WAS FOUND STANDING LOOSE IN
 OH1229'THE GROUND ABOUT 10 FT NW OFTHE STATION MARK.  THERE WAS NO EVIDENCE
 OH1229'OF A SIGN PANEL.
 OH1229'
 OH1229'NEW DESCRIPTION SHOULD READ--
 OH1229'
 OH1229'THE STATION IS 0.6 MILE SOUTHWEST OF THE INTERSECTION OF STATE
 OH1229'HIGHWAYS 44 AND 55 AND U.S. HIGHWAY 30, 16 FEET NORTH OF THE
 OH1229'NORTHWEST CORNER OF THE PATIO OF THE RESIDENCE OF MR. W. E. IRVIN AT
 OH1229'4012 EDGEMONT ST., 10 FEET SOUTH OF THE TOP OF THE BLUFF
 OH1229'OVERLOOKING THE RAILROAD AND THE BOISE RIVER, 18 FEET EAST AND 3
 OH1229'FEET NORTH OF THE NORTH END OF A WHITE BRICK WALL, IN A LINE OF
 OH1229'SHRUBBERY, AND 2 FEET EAST OF THE STALK OF SHRUB.
 OH1229'
 OH1229'THE STATION MARK IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE
 OH1229'POST AT THE EDGE OF AND 6 INCHES BELOW THE LEVEL OF THE LAWN, AND
 OH1229'STAMPED HEDGE 1959.
 OH1229'
 OH1229'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 44 AND 55 AND U.S.
 OH1229'HIGHWAY 30 AT 27TH AND MAIN ST. IN BOISE, GO WEST ON U.S. 30 FOR 0.4
 OH1229'MILE TO GARDEN STREET.  TURN LEFT, SOUTH, AND PROCEED ON GARDEN
 OH1229'STREET FOR 0.1 MILE TO FAIRVIEW AVENUE.  CROSS FAIRVIEW AVENUE AND
 OH1229'PROCEED ON GARDEN STREET FOR 0.4 MILE TO A RAILROAD.  CROSS THE
 OH1229'RAILROAD AND PROCEED SOUTH ON GARDEN STREET FOR 0.2 MILE TO
 OH1229'IRVING STREET.  TURN LEFT, EAST, AND PROCEED ON IRVING STREET FOR
 OH1229'0.25 MILE TO ROOSEVELT STREET.
 OH1229'TURN LEFT, NORTH, AND PROCEED ON ROOSEVELT
 OH1229'STREET FOR 0.1 MILE TO EDGEMONT STREET.  TURN RIGHT, EAST, AND
 OH1229'PROCEED ON EDGEMONT STREET FOR 0.1 MILE TO NUMBER 4012.  THE STATION
 OH1229'IS APPROXIMATELY 100 FEET NORTH NEAR THE NORTHWEST PROPERTY AT 4012
 OH1229'EDGEMONT STREET.  NO REFERENCE MARKS WERE SET.
 OH1229'
 OH1229'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.6 MILES (AIRLINE) WEST
 OH1229'OF STATE CAPITOL BUILDING IN BOISE.
 OH1229
 OH1229                          STATION RECOVERY (1979)
 OH1229
 OH1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1229'THE STATION WAS VISITED AND FOUND TO BE IN GOOD CONDITION.  THE
 OH1229'STATION WAS NOT OCCUPIED AT THIS TIME BECAUSE OF PERMISSION TO
 OH1229'BUILD OVER THE MARK WAS NOT GRANTED.  A TRAVERSE TIE WAS MADE TO
 OH1229'STATION ALICE THROUGH AN ECCENTRIC POINT.
 OH1229'
 OH1229'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 9,
 OH1229'T. 3 N., R. 2 E.  AT 4018 EDGEMONT ROAD,  2.8 MILES NORTH OF THE
 OH1229'JUNCTION OF ORCHARD STREET AND INTERSTATE 80 NORTH AND ON
 OH1229'PROPERTY OWNED BY MRS. W. E. IRVIN, TELEPHONE 342-8756.
 OH1229'
 OH1229'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80 NORTH AND
 OH1229'ORCHARD STREET, GO NORTH ON ORCHARD STREET FOR 2.5 MILES TO
 OH1229'EMERALD STREET.  TURN RIGHT AND GO EAST FOR 0.5 MILE TO
 OH1229'ROOSEVELT STREET.  TURN LEFT AND GO NORTH FOR 0.3 MILE TO
 OH1229'EDGEMONT ROAD.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO A BRICK
 OH1229'HOUSE ON THE LEFT, NUMBER 4018.  PARK HERE AND PACK NORTH
 OH1229'ON THE DRIVEWAY TO AND THROUGH A GATE AT THE EAST SIDE OF THE
 OH1229'HOUSE TO THE BACK YARD AND THE STATION TO THE RIGHT UNDER A HEDGE
 OH1229'ALONG A BLUFF.
 OH1229'
 OH1229'THE STATION IS A STANDARD CGS DISK
 OH1229'STAMPED---HEDGE 1959---,
 OH1229'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH1229'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 OH1229'2.2 METERS SOUTH FROM THE EDGE OF A BLUFF.
 OH1229'5.0 METERS NORTH FROM THE CORNER OF A PATIO WITH A STATUE HEAD.
 OH1229'5.2 METERS EAST FROM THE END OF A BRICK WALL.
 OH1229'
 OH1229'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 OH1229'MARKS SET AT THIS TIME.
 OH1229'
 OH1229'NO LIGHT SHOWN.
 OH1229'
 OH1229'THE UNDERGROUND MARK WAS NOT MENTIONED IN THE OLD DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1246 ***********************************************************************
 OH1246  DESIGNATION -  HEDGE ECC
 OH1246  PID         -  OH1246
 OH1246  STATE/COUNTY-  ID/ADA
 OH1246  USGS QUAD   -  BOISE SOUTH (1976)
 OH1246
 OH1246                         *CURRENT SURVEY CONTROL
 OH1246  ___________________________________________________________________
 OH1246* NAD 83(1992)-  43 36 59.66106(N)    116 13 53.93508(W)     ADJUSTED  
 OH1246* NAVD 88     -       832.5    (meters)    2731.     (feet)  VERTCON   
 OH1246  ___________________________________________________________________
 OH1246  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 OH1246  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 OH1246
 OH1246  HORZ ORDER  -  SECOND
 OH1246
 OH1246.The horizontal coordinates were established by classical geodetic methods
 OH1246.and adjusted by the National Geodetic Survey in July 1992..
 OH1246
 OH1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1246
 OH1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1246
 OH1246.The geoid height was determined by GEOID03.
 OH1246
 OH1246;                    North         East     Units Scale Factor Converg.
 OH1246;SPC ID W     -   216,705.070   761,123.453   MT  0.99995192   -0 19 56.1
 OH1246;UTM  11      - 4,829,574.600   561,997.306   MT  0.99964728   +0 31 48.2
 OH1246
 OH1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1246!SPC ID W     -   0.99987211  x   0.99995192  =   0.99982403
 OH1246!UTM  11      -   0.99987211  x   0.99964728  =   0.99951943
 OH1246
 OH1246:                Primary Azimuth Mark                     Grid Az
 OH1246:SPC ID W     -  ALICE                                    095 05 34.8
 OH1246:UTM  11      -  ALICE                                    094 13 50.5
 OH1246
 OH1246|---------------------------------------------------------------------|
 OH1246| PID    Reference Object                     Distance      Geod. Az  |
 OH1246|                                                           dddmmss.s |
 OH1246| OH1244 ALICE                               APPROX. 2.3 KM 0944538.7 |
 OH1246| OH1229 HEDGE                                11.730 METERS 26152     |
 OH1246|---------------------------------------------------------------------|
 OH1246
 OH1246                          SUPERSEDED SURVEY CONTROL
 OH1246
 OH1246  NAD 83(1986)-  43 36 59.66165(N)    116 13 53.93236(W) AD(       ) 2
 OH1246  NAD 27      -  43 37 00.06194(N)    116 13 50.50490(W) AD(       ) 2
 OH1246  NGVD 29 (07/19/86)  831.6    (m)         2728.     (f) VERT ANG       
 OH1246
 OH1246.Superseded values are not recommended for survey control.
 OH1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1246.See file dsdata.txt to determine how the superseded data were derived.
 OH1246
 OH1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6199729575(NAD 83)
 OH1246_MARKER: DD = SURVEY DISK
 OH1246_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1246_MAGNETIC: P = MARKER IS A STEEL PIPE
 OH1246
 OH1246  HISTORY     - Date     Condition        Report By
 OH1246  HISTORY     - 1978     MONUMENTED       NGS
 OH1246
 OH1246                          STATION DESCRIPTION
 OH1246
 OH1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (DCM)
 OH1246'THE STATION IS 1 FOOT NORTH OF A FENCE.
 OH1246'
 OH1246'THE STATION MARK IS A BRASS DISK ON AN IRON PIPE PROJECTING 0.3
 OH1246'FOOT ABOVE THE GROUND AND IS STAMPED---T4N R2E  S16-S15-S21-S22  1979
 OH1246'LS 737---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1688 ***********************************************************************
 NU1688  DESIGNATION -  HEGLAR
 NU1688  PID         -  NU1688
 NU1688  STATE/COUNTY-  ID/CASSIA
 NU1688  USGS QUAD   -  NORTH HEGLAR CANYON (1985)
 NU1688
 NU1688                         *CURRENT SURVEY CONTROL
 NU1688  ___________________________________________________________________
 NU1688* NAD 83(1994)-  42 23 36.95611(N)    113 00 43.44186(W)     ADJUSTED  
 NU1688* NAVD 88     -      2256.7    (meters)    7404.     (feet)  VERTCON   
 NU1688  ___________________________________________________________________
 NU1688  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 NU1688  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 NU1688
 NU1688  HORZ ORDER  -  SECOND
 NU1688
 NU1688.The horizontal coordinates were established by classical geodetic methods
 NU1688.and adjusted by the National Geodetic Survey in November 1997..
 NU1688
 NU1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1688
 NU1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1688
 NU1688.The geoid height was determined by GEOID03.
 NU1688
 NU1688;                    North         East     Units Scale Factor Converg.
 NU1688;SPC ID C     -    81,211.761   581,340.737   MT  1.00002874   +0 39 58.0
 NU1688;SPC ID E     -    81,085.164   130,394.643   MT  1.00000696   -0 34 12.0
 NU1688;UTM  12      - 4,695,439.504   334,393.054   MT  0.99993745   -1 21 24.8
 NU1688
 NU1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1688!SPC ID C     -   0.99964835  x   1.00002874  =   0.99967708
 NU1688!SPC ID E     -   0.99964835  x   1.00000696  =   0.99965531
 NU1688!UTM  12      -   0.99964835  x   0.99993745  =   0.99958582
 NU1688
 NU1688:                Primary Azimuth Mark                     Grid Az
 NU1688:SPC ID C     -  BULL                                     094 25 37.9
 NU1688:SPC ID E     -  BULL                                     095 39 47.9
 NU1688:UTM  12      -  BULL                                     096 27 00.7
 NU1688
 NU1688|---------------------------------------------------------------------|
 NU1688| PID    Reference Object                     Distance      Geod. Az  |
 NU1688|                                                           dddmmss.s |
 NU1688| NU1597 BULL                                APPROX.23.7 KM 0950535.9 |
 NU1688| CM4835 HEGLAR RM 1                          10.514 METERS 14315     |
 NU1688| CM4836 HEGLAR RM 3                          33.088 METERS 26842     |
 NU1688|---------------------------------------------------------------------|
 NU1688
 NU1688                          SUPERSEDED SURVEY CONTROL
 NU1688
 NU1688  NAD 83(1992)-  42 23 36.95292(N)    113 00 43.43529(W) AD(       ) 2
 NU1688  NAD 83(1986)-  42 23 36.95064(N)    113 00 43.43165(W) AD(       ) 2
 NU1688  NAD 27      -  42 23 37.26190(N)    113 00 40.46551(W) AD(       ) 2
 NU1688  NGVD 29 (07/19/86) 2255.5    (m)         7400.     (f) VERT ANG       
 NU1688
 NU1688.Superseded values are not recommended for survey control.
 NU1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1688.See file dsdata.txt to determine how the superseded data were derived.
 NU1688
 NU1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3439395440(NAD 83)
 NU1688_MARKER: DS = TRIANGULATION STATION DISK
 NU1688_SETTING: 66 = SET IN ROCK OUTCROP
 NU1688
 NU1688  HISTORY     - Date     Condition        Report By
 NU1688  HISTORY     - 1957     MONUMENTED       USGS
 NU1688  HISTORY     - 1968     GOOD             USGS
 NU1688
 NU1688                          STATION DESCRIPTION
 NU1688
 NU1688'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU1688'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION LIST 42113-2,
 NU1688'STATION 1029.
 NU1688'LOCATED ABOUT 19.4 MI. (AIRLINE) ENE. OF MALTA, 19.9 MI. E. OF IDAHOME
 NU1688'AND 8.8 MI. SE. OF HEGLAR, ON THE HIGHEST PEAK OF THE SUBLETT
 NU1688'MOUNTAINS.
 NU1688'TO REACH FROM THE GENERAL STORE AT THE RAFT RIVER OVERPASS ON U.S.
 NU1688'HIGHWAY 30N DRIVE E. FOR 5.8 MI. TO A BLACK TOP RD. (AT COLDWATER),
 NU1688'TURN RIGHT AND GO 0.3 MI. TO T-RD. S., TURN RIGHT ON GRAVEL RD. AND GO
 NU1688'1.8 MI. TO Y-RD., TURN LEFT AND GO 3.1 MI. TO T-RD., CONTINUE STRAIGHT
 NU1688'AHEAD FOR 5.1 MI. TO T-RD., TURN LEFT AND FOLLOW MAIN RD. UP CANYON
 NU1688'FOR 6.7 MI. TO Y-RD. AND SIGN MARKED --SHEEP CANYON, HARTLEY CAN
 NU1688'TRAIL, HOUTZ CANYON--, TURN RIGHT AND GO 2.7 MI. TO SUMMIT AND SIGN
 NU1688'MARKED --NORTH HEGLAR SUMMIT--, TAKE SHARP RIGHT ON LOGGING RD. AND GO
 NU1688'1.2 MI. TO SADDLE, TURN LEFT AND GO 0.05 MI. TO Y-RD., TURN LEFT AND
 NU1688'GO 0.5 MI. TO Y-RD.  BEGIN 4-WHEEL DRIVE, TURN LEFT AND FOLLOW OLD
 NU1688'LOGGING RD. TO END IN DRAIN.  CLIMB LEFT ON DIM TRACK TO TOP OF RIDGE,
 NU1688'FOLLOW HIGH POINT OF RIDGE S. FOR 0.5 MI. TO HIGHEST POINT AND STATION
 NU1688'MARK.
 NU1688'STATION MARK--A STANDARD USGS TABLET STAMPED---HEGLAR 1957---,
 NU1688'CEMENTED IN ROCK OUTCROP.
 NU1688'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 NU1688'---HEGLAR NO 1 1957---, CEMENTED IN ROCK OUTCROP.
 NU1688'REFERENCE MARK NO. 2--NOT RECOVERED.
 NU1688'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK TABLET STAMPED
 NU1688'---NO 3 1968---, CEMENTED IN ROCK OUTCROP.
 NU1688'AZIMUTH MARK IS CENTERLINE OF LARGE CONCRETE GRAIN ELEVATOR LOCATED AT
 NU1688'IDAHOME ABOUT 19.9 MI. W. OF STATION MARK.
 NU1688
 NU1688                          STATION RECOVERY (1968)
 NU1688
 NU1688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (WAO)
 NU1688'LOCATED ABOUT 19.4 MI. (AIRLINE) ENE. OF MALTA, 19.9 MI. E. OF
 NU1688'IDAHOME AND 8.8 MI. SE. OF HEGLAR, ON THE HIGHEST PEAK OF THE
 NU1688'SUBLETT MOUNTAINS.
 NU1688'
 NU1688'TO REACH FROM THE GENERAL STORE AT THE RAFT RIVER OVERPASS
 NU1688'ON U.S. HIGHWAY 30N DRIVE E. FOR 5.8 MI. TO A BLACK TOP RD.
 NU1688'(AT COLDWATER).  TURN RIGHT AND GO 0.3 MI. TO T-RD. S., TURN
 NU1688'RIGHT ON GRAVEL RD. AND GO 1.8 MI. TO Y-RD, TURN LEFT AND GO 3.1
 NU1688'MI. TO T-RD., CONTINUE STRAIGHT AHEAD FOR 5.1 MI. TO T-RD.,
 NU1688'TURN LEFT AND FOLLOW MAIN RD. UP CANYON FOR 6.7 MI. TO Y-RD.
 NU1688'AND SIGN MARKED SHEEP CANYON, HARTLEY CAN TRAIL, HOUTZ CANYON.
 NU1688'TURN RIGHT AND GO 2.7 MI. TO SUMMIT AND SIGN MARKED NORTH
 NU1688'HEGLAR SUMMIT.  TAKE SHARP RIGHT ON LOGGING RD. AND GO 1.2 MI.
 NU1688'TO SADDLE.  TURN LEFT AND GO 0.05 MI. TO Y-RD.  TURN LEFT AND GO
 NU1688'0.5 MI.  TO Y-RD.  BEGIN 4-WHEEL DRIVE.  TURN LEFT AND
 NU1688'FOLLOW OLD LOGGING RD. TO END IN DRAIN.  CLIMB LEFT ON
 NU1688'DIM TRACK TO TOP OF RIDGE.  FOLLOW HIGH POINT OF RIDGE S.
 NU1688'FOR 0.5 MI. TO HIGHEST POINT AND STATION MARK.
 NU1688'
 NU1688'STATION MARK--A STANDARD USGS TABLET STAMPED HEGLAR 1957
 NU1688'CEMENTED IN ROCK OUTCROP.
 NU1688'
 NU1688'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NU1688'STAMPED HEGLAR NO 1 1957 CEMENTED IN ROCK OUTCROP.
 NU1688'
 NU1688'REFERENCE MARK NO. 2--NOT RECOVERED.
 NU1688'
 NU1688'REFERENCE MARK NO. 3--A STANDARD USGS REFERENCE MARK TABLET
 NU1688'STAMPED NO 3 1968 CEMENTED IN ROCK OUTCROP.
 NU1688'
 NU1688'AZIMUTH MARK IS CENTERLINE OF LARGE CONCRETE GRAIN ELEVATOR
 NU1688'LOCATED AT IDAHOME ABOUT 19.9 MI. W. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1694 ***********************************************************************
 NU1694  DESIGNATION -  HEGLAR
 NU1694  PID         -  NU1694
 NU1694  STATE/COUNTY-  ID/CASSIA
 NU1694  USGS QUAD   -  SOUTH CHAPIN MOUNTAIN (1985)
 NU1694
 NU1694                         *CURRENT SURVEY CONTROL
 NU1694  ___________________________________________________________________
 NU1694* NAD 83(1992)-  42 26 31.12638(N)    113 13 08.77617(W)     ADJUSTED  
 NU1694* NAVD 88     -      1445.1    (meters)    4741.     (feet)  VERTCON   
 NU1694  ___________________________________________________________________
 NU1694  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 NU1694  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NU1694
 NU1694  HORZ ORDER  -  SECOND
 NU1694
 NU1694.The horizontal coordinates were established by classical geodetic methods
 NU1694.and adjusted by the National Geodetic Survey in July 1992..
 NU1694
 NU1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1694
 NU1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1694
 NU1694.The geoid height was determined by GEOID03.
 NU1694
 NU1694;                    North         East     Units Scale Factor Converg.
 NU1694;SPC ID C     -    86,408.293   564,244.951   MT  0.99999813   +0 31 37.2
 NU1694;UTM  12      - 4,701,236.349   317,492.136   MT  1.00000984   -1 29 52.7
 NU1694
 NU1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1694!SPC ID C     -   0.99977563  x   0.99999813  =   0.99977377
 NU1694!UTM  12      -   0.99977563  x   1.00000984  =   0.99978547
 NU1694
 NU1694|---------------------------------------------------------------------|
 NU1694| PID    Reference Object                     Distance      Geod. Az  |
 NU1694|                                                           dddmmss.s |
 NU1694| CM4833 HEGLAR RM 1                          12.562 METERS 09631     |
 NU1694| NU1711 SALT LAKE PENDLETON BCN 13          APPROX.15.2 KM 2585658.0 |
 NU1694| NU1669 BRUSH                               APPROX.15.9 KM 2953621.6 |
 NU1694| CM4834 HEGLAR RM 2                           7.514 METERS 34132     |
 NU1694|---------------------------------------------------------------------|
 NU1694
 NU1694                          SUPERSEDED SURVEY CONTROL
 NU1694
 NU1694  NAD 83(1986)-  42 26 31.12384(N)    113 13 08.77214(W) AD(       ) 2
 NU1694  NAD 27      -  42 26 31.44230(N)    113 13 05.78600(W) AD(       ) 2
 NU1694  NGVD 29 (07/19/86) 1444.1    (m)         4738.     (f) VERT ANG       
 NU1694
 NU1694.Superseded values are not recommended for survey control.
 NU1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1694.See file dsdata.txt to determine how the superseded data were derived.
 NU1694
 NU1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN1749201236(NAD 83)
 NU1694_MARKER: DS = TRIANGULATION STATION DISK
 NU1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1694_STAMPING: HEGLAR 1959
 NU1694_MARK LOGO: CGS   
 NU1694_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1694+STABILITY: SURFACE MOTION
 NU1694
 NU1694  HISTORY     - Date     Condition        Report By
 NU1694  HISTORY     - 1959     MONUMENTED       CGS
 NU1694  HISTORY     - 1968     GOOD             USGS
 NU1694  HISTORY     - 19840913 GOOD             NGS
 NU1694
 NU1694                          STATION DESCRIPTION
 NU1694
 NU1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1694'THE STATION IS ABOUT 12 MILES NORTHEAST OF MALTA, 9 MILES
 NU1694'EAST-NORTHEAST OF IDAHOME AND 4 MILES SOUTHWEST OF HEGLAR.  ON
 NU1694'THE SUMMIT OF A SMOOTH, FLAT-TOPPED HILL ON THE EAST SIDE
 NU1694'OF THE RAFT RIVER VALLEY AND 0.2 MILE WEST OF A GRADED NORTH-SOUTH
 NU1694'SECTION LINE ROAD.
 NU1694'
 NU1694'TO REACH FROM THE GRAVELED ROAD INTERSECTION AT IDAHOME (AT
 NU1694'AIRWAY BEACON SITE), GO EAST ON GRAVELED ROAD FOR 9.5 MILES TO
 NU1694'A SECTION LINE ROAD INTERSECTION IN A SLIGHT DRAW.  TURN LEFT,
 NU1694'NORTH, ON GRADED ROAD FOR 1.5 MILES TO THE SOUTH END OF A
 NU1694'DRIFT FENCE.  TURN LEFT OFF ROAD THEN TURN RIGHT ALONG THE
 NU1694'WEST SIDE OF THE DRIFT FENCE FOR 0.4 MILE.  TURN LEFT, WEST,
 NU1694'CROSS-COUNTRY, FOR 0.2 MILE TO THE SUMMIT OF THE HILL AND
 NU1694'STATION.
 NU1694'
 NU1694'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 NU1694'CONCRETE POSTS.
 NU1694'
 NU1694'THE STATION MARK, STAMPED HEGLAR 1959, PROJECTS ABOUT 5 INCHES.
 NU1694'
 NU1694'REFERENCE MARK 1, STAMPED HEGLAR NO 1 1959, PROJECTS ABOUT
 NU1694'3 INCHES.
 NU1694'
 NU1694'REFERENCE MARK 2, STAMPED HEGLAR NO 2 1959, PROJECTS ABOUT
 NU1694'3 INCHES.
 NU1694
 NU1694                          STATION RECOVERY (1968)
 NU1694
 NU1694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (FLA)
 NU1694'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY IN QUAD. 421132,
 NU1694'STATION 1006.
 NU1694'
 NU1694'NEW TO REACH DESCRIPTION AS FOLLOW--
 NU1694'
 NU1694'TO REACH FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAYS 15W
 NU1694'AND 80N, DRIVE SE. ON U.S. INTERSTATE HIGHWAY 80N (TOWARD
 NU1694'OGDEN) FOR 5.9 MI. TO THE YALE RD. TURNOFF.  TAKE THE YALE
 NU1694'RD. TURNOFF AND TURN LEFT TO GO E. 8.3 MI. TO A PAVED T-RD.
 NU1694'TO THE SW.  TURN RIGHT ON PAVED T-RD. AND DRIVE 2.8 MI. TO A
 NU1694'CROSSROAD.  TURN RIGHT AT CROSSROAD AND DRIVE S. FOR 3.7 MI.
 NU1694'TO A DIRT RD. TO THE RIGHT.  TURN RIGHT AND DRIVE W. THROUGH
 NU1694'A GATE FOR 0.2 MI. TO THE TOP OF A LOW RIDGE.  TURN RIGHT ON
 NU1694'THE RIDGE AND DRIVE CROSS-COUNTRY IN NORTHERLY DIRECTION FOR
 NU1694'0.4 MI. TO A LOW TOP AND STATION.  2 WHEEL DRIVE ADEQUATE.
 NU1694'
 NU1694'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 NU1694
 NU1694                          STATION RECOVERY (1984)
 NU1694
 NU1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NU1694'THE STATION WAS VISITED AT THE REQUEST OF THE ROCKVILLE OFFICE.  A
 NU1694'DISCREPANCY HAD BEEN NOTICED IN THE DISTANCES TO THE RMS.  HOWEVER
 NU1694'BOTH RMS WERE FOUND UNEARTHED AND LYING BESIDE THE STATION MARK.  THE
 NU1694'STATION MARK WAS RECOVERED IN GOOD CONDITION.  RMS 3 AND 4 WERE
 NU1694'ESTABLISHED AT THIS TIME.  THERE WAS NO AZ MK FOR THIS STATION.  THE
 NU1694'DISTANCES SHOWN IN THE BOX SCORE WERE MEASURED WITH AN EDM AND REDUCED
 NU1694'TO SEA LEVEL.
 NU1694' 
 NU1694'THE STATION IS LOCATED ABOUT 12 MILES (19.3 KM) NE OF MALTA, 9 MILES
 NU1694'(14.5 KM) ENE OF IDAHOME AND 4.0 MILES (6.4 KM) SW OF HEGLAR, ON THE
 NU1694'SUMMIT OF A SMOOTH FLAT TOPPED HILL ON THE E SIDE OF THE RAFT RIVER
 NU1694'VALLEY.  TO REACH THE STATION FROM THE INTERSECTION OF I 84 AND I 86
 NU1694'GO SOUTHERLY ON I 84 FOR 6.2 MILES (10.0 KM) TO THE YALE ROAD TURN
 NU1694'OFF, TAKE YALE ROAD EXIT TURN LEFT AND GO 8.6 MILES (13.8 KM) TO A T
 NU1694'JUNCTION, TURN RIGHT AND GO 2.8 MILES (4.5 KM) TO A CROSSROAD, TURN
 NU1694'RIGHT AND GO 3.4 MILES.  (5.5 KM) THE MARK IS ABOUT 300 METERS (984.2
 NU1694'FT) TO THE W OF THE TOP OF THE HILL.  THE HILL WAS UNDER CULTIVATION
 NU1694'AT TIME OF RECOVERY, SO NO VEHICLES ALLOWED.  HOWEVER THERE IS A GATE
 NU1694'0.3 MILE (0.5 KM) S.
 NU1694' 
 NU1694'THE STATION IS A STANDARD CGS DISK STAMPED---HEGLAR 1959---, SET INTO
 NU1694'THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM ON SIDE, PROJECTING 15 CM
 NU1694'ABOVE THE GROUND.  THE STATION IS LOCATED 0.8 METERS (2.6 FT) E FROM A
 NU1694'FIBERGLASS WITNESS POST, 0.5 METERS (1.6 FT) S FROM A USGS WITNESS
 NU1694'POST.  RM NO 3, IS A STANDARD NGS DISK STAMPED---HEGLAR 1959 NO 3
 NU1694'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 NU1694'DIAMETER, PROJECTING 15 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 NU1694'15.5 METERS (50.9 FT) W FROM POWER POLE, 7.6 METERS (24.9 FT) W FROM
 NU1694'THE CENTERLINE OF THE ROAD, 0.5 METERS (1.6 FT) E FROM A FENCE, 0.3
 NU1694'METERS (1.0 FT) N FROM A WITNESS POST, AND 10 METERS (32.8 FT) LOWER
 NU1694'THAN THE STATION.  RM NO 4, IS A STANDARD NGS DISK STAMPED---HEGLAR
 NU1694'1959 NO 4 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25
 NU1694'CM IN DIAMETER, PROJECTING 5 CM ABOVE THE GROUND.  THE STATION IS
 NU1694'LOCATED 17.5 METERS (57.4 FT) WNW FROM A POWER POLE, 9.0 METERS (29.5
 NU1694'FT) W FROM THE CENTERLINE OF THE ROAD, 0.45 METERS (1.48 FT) E FROM A
 NU1694'FENCE, 0.4 METERS (1.3 FT) S FROM A WITNESS POST, AND 10 METERS (32.8
 NU1694'FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1013 ***********************************************************************
 TO1013  DESIGNATION -  HEINE
 TO1013  PID         -  TO1013
 TO1013  STATE/COUNTY-  ID/BONNER
 TO1013  USGS QUAD   -  TROUT PEAK (1989)
 TO1013
 TO1013                         *CURRENT SURVEY CONTROL
 TO1013  ___________________________________________________________________
 TO1013* NAD 83(1992)-  48 15 52.49168(N)    116 20 06.91771(W)     ADJUSTED  
 TO1013* NAVD 88     -       678.     (meters)    2224.     (feet)  SCALED    
 TO1013  ___________________________________________________________________
 TO1013  LAPLACE CORR-          16.17  (seconds)                    DEFLEC99
 TO1013  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TO1013
 TO1013  HORZ ORDER  -  SECOND
 TO1013
 TO1013.The horizontal coordinates were established by classical geodetic methods
 TO1013.and adjusted by the National Geodetic Survey in July 1992..
 TO1013
 TO1013.The orthometric height was scaled from a topographic map.
 TO1013
 TO1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1013
 TO1013.The geoid height was determined by GEOID03.
 TO1013
 TO1013;                    North         East     Units Scale Factor Converg.
 TO1013;SPC ID W     -   733,350.306   756,551.912   MT  0.99995652   -0 26 12.3
 TO1013;UTM  11      - 5,345,921.546   549,332.791   MT  0.99962990   +0 29 45.8
 TO1013
 TO1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1013!SPC ID W     -   0.99989637  x   0.99995652  =   0.99985290
 TO1013!UTM  11      -   0.99989637  x   0.99962990  =   0.99952631
 TO1013
 TO1013                          SUPERSEDED SURVEY CONTROL
 TO1013
 TO1013  NAD 83(1986)-  48 15 52.50233(N)    116 20 06.91141(W) AD(       ) 2
 TO1013  NAD 27      -  48 15 52.76375(N)    116 20 03.24658(W) AD(       ) 2
 TO1013
 TO1013.Superseded values are not recommended for survey control.
 TO1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1013.See file dsdata.txt to determine how the superseded data were derived.
 TO1013
 TO1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4933345922(NAD 83)
 TO1013_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO1013_SETTING: 66 = SET IN ROCK OUTCROP
 TO1013
 TO1013  HISTORY     - Date     Condition        Report By
 TO1013  HISTORY     - 1947     MONUMENTED       CGS
 TO1013  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TO1013
 TO1013                          STATION DESCRIPTION
 TO1013
 TO1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 TO1013'THE STATION IS ON EAST SIDE OF PEND OREILLE LAKE ABOUT 1-1/2 MILES
 TO1013'NORTHWEST OF HOPE AND ABOUT 1-1/2 MILES SOUTHEAST OF TRESTLE
 TO1013'CREEK ON NORTHEAST SIDE OF U.S. HIGHWAY 10W.  THE STATION IS
 TO1013'ABOUT 20 METERS NORTHEAST OF AND 50 FEET HIGHER THAN HIGHWAY.
 TO1013'IT IS THE WEST SIDE OF A SMALL TAR PAPER SHACK.  THIS SITE
 TO1013'IS THE ONLY PLACE FROM WHICH THE MOUTH OF TRESTLE CREEK AND
 TO1013'MEMALOOSE ISLAND ARE VISIBLE.  THE MARK IS IN OUTCROP ABOUT
 TO1013'7-1/2 METERS FROM SOUTHWEST CORNER OF SHACK.  THE OUTCROP
 TO1013'IS OVERGROWN WITH MOSS AND GRASS.
 TO1013'
 TO1013'REFERENCE MARK NO. 1 IS AT THE SOUTHWEST CORNER OF SHACK EAST
 TO1013'OF STATION AND ABOUT 2 FEET HIGHER.
 TO1013'
 TO1013'REFERENCE MARK NO. 2 IS SOUTH OF STATION AND ABOUT 1 FOOT LOWER.
 TO1013
 TO1013                          STATION RECOVERY (1972)
 TO1013
 TO1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 TO1013'A SEARCH OF THE AREA INDICATED FAILED TO RECOVER ANY OF THE MARKS FOR
 TO1013'THIS STATION.  A NEW STATION HEINE 2 WAS ESTABLISHED WEST OF THE
 TO1013'ORIGINAL POINT AND BETWEEN THE HIGHWAY AND RAILROAD.
 TO1013'
 TO1013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES EAST OF
 TO1013'SANDPOINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1016 ***********************************************************************
 TO1016  DESIGNATION -  HEINE 2
 TO1016  PID         -  TO1016
 TO1016  STATE/COUNTY-  ID/BONNER
 TO1016  USGS QUAD   -  TROUT PEAK (1989)
 TO1016
 TO1016                         *CURRENT SURVEY CONTROL
 TO1016  ___________________________________________________________________
 TO1016* NAD 83(1992)-  48 15 52.56883(N)    116 20 09.53526(W)     ADJUSTED  
 TO1016* NAVD 88     -       654.     (meters)    2146.     (feet)  VERTCON   
 TO1016  ___________________________________________________________________
 TO1016  LAPLACE CORR-          16.03  (seconds)                    DEFLEC99
 TO1016  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TO1016
 TO1016  HORZ ORDER  -  SECOND
 TO1016
 TO1016.The horizontal coordinates were established by classical geodetic methods
 TO1016.and adjusted by the National Geodetic Survey in July 1992..
 TO1016
 TO1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1016
 TO1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1016
 TO1016.The geoid height was determined by GEOID03.
 TO1016
 TO1016;                    North         East     Units Scale Factor Converg.
 TO1016;SPC ID W     -   733,353.100   756,497.952   MT  0.99995658   -0 26 14.2
 TO1016;UTM  11      - 5,345,923.461   549,278.810   MT  0.99962984   +0 29 43.9
 TO1016
 TO1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1016!SPC ID W     -   0.99990013  x   0.99995658  =   0.99985672
 TO1016!UTM  11      -   0.99990013  x   0.99962984  =   0.99953001
 TO1016
 TO1016|---------------------------------------------------------------------|
 TO1016| PID    Reference Object                     Distance      Geod. Az  |
 TO1016|                                                           dddmmss.s |
 TO1016| CH7517 HEINE 2 RM 3                          9.364 METERS 16252     |
 TO1016| TO1018 ANDERSON PT LT                      APPROX. 3.4 KM 2415111.8 |
 TO1016| CH7518 HEINE 2 RM 4                          8.810 METERS 29612     |
 TO1016|---------------------------------------------------------------------|
 TO1016
 TO1016                          SUPERSEDED SURVEY CONTROL
 TO1016
 TO1016  NAD 83(1986)-  48 15 52.57947(N)    116 20 09.52898(W) AD(       ) 2
 TO1016  NAD 27      -  48 15 52.84005(N)    116 20 05.86320(W) AD(       ) 2
 TO1016  NGVD 29 (07/19/86)  653.     (m)         2142.     (f) VERT ANG       
 TO1016
 TO1016.Superseded values are not recommended for survey control.
 TO1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1016.See file dsdata.txt to determine how the superseded data were derived.
 TO1016
 TO1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4927945923(NAD 83)
 TO1016_MARKER: DS = TRIANGULATION STATION DISK
 TO1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO1016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TO1016
 TO1016  HISTORY     - Date     Condition        Report By
 TO1016  HISTORY     - 1972     MONUMENTED       NGS
 TO1016
 TO1016                          STATION DESCRIPTION
 TO1016
 TO1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 TO1016'THIS STATION WAS ESTABLISHED TO REPLACE STATION HEINE 1947.
 TO1016'
 TO1016'THE STATION IS APPROXIMATELY 10 MILES EAST OF SANDPOINT, ON A SHELF
 TO1016'ON THE BANK ON THE NORTHEAST SIDE OF PEND OREILLE LAKE, 1-1/2 MILES
 TO1016'SOUTH OF THE MOUTH OF TRESTLE CREEK, 2 MILES NORTH OF HOPE, BETWEEN
 TO1016'THE RAILROAD AND THE HIGHWAY AND IN SECTION 28, T 57 N, R 1 E..
 TO1016'
 TO1016'REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 95 AND 2 WITH STATE
 TO1016'HIGHWAY 200 (WHICH IS ABOUT 1 MILE NORTH OF SANDPOINT), BY GOING
 TO1016'NORTHEAST ON STATE HIGHWAY 200 FOR 8.6 MILES TO THE STEEL BRIDGE
 TO1016'OVER PACK RIVER, CONTINUE ON STATE HIGHWAY 200 FOR 3.65 MILES TO A
 TO1016'BRIDGE OVER TRESTLE CREEK, CONTINUE SOUTHERLY ON STATE HIGHWAY 200
 TO1016'FOR 1.3 MILES TO A HOUSE ON A 30-FOOT HIGH BANK ON THE LEFT AND
 TO1016'THE STATION ON THE RIGHT, ON THE SECOND BENCH BELOW THE ROAD.  FIRST
 TO1016'BENCH BEING ABOUT 5 FEET LOWER THAN THE ROAD AND THE SECOND
 TO1016'BENCH 10 TO 12 FEET LOWER, THAN FIRST BENCH.
 TO1016'
 TO1016'THE STATION MARK, STAMPED HEINE 2 1972, IS A STANDARD DISK SET IN A
 TO1016'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 24 FEET
 TO1016'SOUTHEAST OF A TACK, BEARING THE NUMBERS 47, IN A TELEGRAPH POLE, 5
 TO1016'FEET ABOVE GROUND.  23 FEET EAST OF THE EDGE OF THE BANK, 3 FEET
 TO1016'WEST OF THE BRUCH LINE, 1 FOOT WEST OF A METAL WITNESS POST, AT
 TO1016'THE FOOT OF A STEEP INCLINE AND ABOUT 40 FEET ABOVE THE RAILROAD
 TO1016'TRACK.
 TO1016'
 TO1016'REFERENCE MARK NO. 3, STAMPED HEINE 2 NO 3 1972, IS A STANDARD DISK
 TO1016'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, AT THE SOUTH END
 TO1016'OF THE 20-FOOT WIDE BENCH UPON WHICH THE STATION IS LOCATED.  IT IS
 TO1016'10 FEET NORTH OF A 4-FOOT LONG, SLOPING ROCK OUTCROP WHICH PROJECTS 1
 TO1016'FOOT ON THE SOUTH SIDE, AND ABOUT 3 FEET LOWER THAN THE STATION.
 TO1016'
 TO1016'REFERENCE MARK NO. 4, STAMPED HEINE 2 NO 4 1972, IS A STANDARD DISK
 TO1016'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, 12 FEET
 TO1016'NORTH-NORTHEAST OF THE TELEGRAPH POLE, 8 FEET EAST OF A 6-FOOT LONG
 TO1016'ROCK OUTCROP ON THE WESTERN EDGE OF THE BENCH, 3 FEET SOUTH OF A
 TO1016'2-FOOT DIAMETER ROCK OUTCROP AND ABOUT 2-1/2 FEET LOWER THAN THE
 TO1016'STATION.
 TO1016'
 TO1016'TRIANGULATION STATION TRESTLE 2 WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1066 ***********************************************************************
 OZ1066  DESIGNATION -  HEINEN
 OZ1066  PID         -  OZ1066
 OZ1066  STATE/COUNTY-  ID/BOISE
 OZ1066  USGS QUAD   -  DUNNIGAN CREEK (1969)
 OZ1066
 OZ1066                         *CURRENT SURVEY CONTROL
 OZ1066  ___________________________________________________________________
 OZ1066* NAD 83(1992)-  43 39 42.10339(N)    115 52 33.83006(W)     ADJUSTED  
 OZ1066* NAVD 88     -      1934.7    (meters)    6347.     (feet)  VERTCON   
 OZ1066  ___________________________________________________________________
 OZ1066  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 OZ1066  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 OZ1066
 OZ1066  HORZ ORDER  -  THIRD
 OZ1066
 OZ1066.The horizontal coordinates were established by classical geodetic methods
 OZ1066.and adjusted by the National Geodetic Survey in July 1992..
 OZ1066
 OZ1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1066
 OZ1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1066
 OZ1066.The geoid height was determined by GEOID03.
 OZ1066
 OZ1066;                    North         East     Units Scale Factor Converg.
 OZ1066;SPC ID W     -   221,613.121   789,832.297   MT  0.99993460   -0 05 13.3
 OZ1066;UTM  11      - 4,834,912.898   590,621.294   MT  0.99970101   +0 46 33.7
 OZ1066
 OZ1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1066!SPC ID W     -   0.99969919  x   0.99993460  =   0.99963381
 OZ1066!UTM  11      -   0.99969919  x   0.99970101  =   0.99940029
 OZ1066
 OZ1066|---------------------------------------------------------------------|
 OZ1066| PID    Reference Object                     Distance      Geod. Az  |
 OZ1066|                                                           dddmmss.s |
 OZ1066| CD5225 HEINEN RM 2                           9.485 METERS 02654     |
 OZ1066| CD5224 HEINEN AZ MK                                       0314228.2 |
 OZ1066| OZ1067 HEINEN                                3.964 METERS 13338     |
 OZ1066| CD5226 HEINEN RM 3                          24.293 METERS 14022     |
 OZ1066| OH1216 SHAFER BUTTE LOH                    APPROX.21.0 KM 3053256.4 |
 OZ1066|---------------------------------------------------------------------|
 OZ1066
 OZ1066                          SUPERSEDED SURVEY CONTROL
 OZ1066
 OZ1066  NAD 83(1986)-  43 39 42.10346(N)    115 52 33.82635(W) AD(       ) 3
 OZ1066  NAD 27      -  43 39 42.48868(N)    115 52 30.43963(W) AD(       ) 3
 OZ1066  NGVD 29 (07/19/86) 1933.6    (m)         6344.     (f) VERT ANG       
 OZ1066
 OZ1066.Superseded values are not recommended for survey control.
 OZ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1066.See file dsdata.txt to determine how the superseded data were derived.
 OZ1066
 OZ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ9062134913(NAD 83)
 OZ1066_MARKER: DS = TRIANGULATION STATION DISK
 OZ1066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OZ1066
 OZ1066  HISTORY     - Date     Condition        Report By
 OZ1066  HISTORY     - 1959     MONUMENTED       CGS
 OZ1066  HISTORY     - 1979     GOOD             NGS
 OZ1066
 OZ1066                          STATION DESCRIPTION
 OZ1066
 OZ1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ1066'THE STATION IS LOCATED, AIRLINE, ABOUT 16-3/4 MILES EAST
 OZ1066'OF BOISE, 12-1/2 MILES SOUTH OF IDAHO CITY, AND 4-1/2 MILES
 OZ1066'NORTH-NORTHEAST OF ARROWROCK DAM NEAR THE NORTHWEST END OF
 OZ1066'AN ISOLATED, BALD-TOPPED MOUNTAIN.
 OZ1066'
 OZ1066'TO REACH THE STATION FROM THE POST OFFICE IN IDAHO CITY GO
 OZ1066'SOUTH 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY 21.  TURN
 OZ1066'RIGHT AND CONTINUE SOUTH-SOUTHWEST 7.5 MILES TO A SIDE ROAD
 OZ1066'ON THE LEFT.  TURN LEFT AND GO EAST 0.4 MILE TO A FORK.
 OZ1066'KEEP RIGHT AND CONTINUE EAST UP THORN CREEK 6.4 MILES TO
 OZ1066'THREE FORKS AT THE TOP OF A DIVIDE.  TAKE THE EXTREME RIGHT
 OZ1066'FORK AND GO SOUTHERLY ON THE NARROW RUTTED ROAD 3.6 MILES
 OZ1066'TO ITS END NEAR SOME BOULDERS ON THE LEFT.  THE AZIMUTH
 OZ1066'MARK IS LOCATED HERE.  PACK DOWNHILL ON A WELL-WORN CATTLE
 OZ1066'TRAIL TO A SADDLE THEN CLIMB SOUTH UP THE STEEP, BARE RIDGE
 OZ1066'TO THE TOP THEN NORTHWEST TO THE EDGE OF THE SLOPE AND THE
 OZ1066'STATION.  THE PACKING TIME IS ABOUT 1-1/2 HOURS.
 OZ1066'
 OZ1066'THE STATION MARK IS A STANDARD DISK STAMPED HEINEN 1959
 OZ1066'BRAZED ON A PIECE OF 1-1/2-INCH DIAMETER GALVANIZED IRON
 OZ1066'PIPE PROJECTING 15 INCHES ABOVE THE GROUND.
 OZ1066'
 OZ1066'A U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE DISK STAMPED
 OZ1066'HEINEN 1927 CEMENTED IN THE TOP OF A 3-INCH IRON PIPE PROJECTING
 OZ1066'18 INCHES ABOVE THE GROUND IN A CAIRN OF LOOSE ROCKS SERVES
 OZ1066'AS REFERENCE MARK NUMBER ONE.  IT IS ABOUT 6 INCHES HIGHER
 OZ1066'THAN THE STATION ELEVATION.
 OZ1066'
 OZ1066'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HEINEN
 OZ1066'NO 2 1959 CEMENTED IN A DRILL HOLE IN A 2 BY 2-1/2-INCH
 OZ1066'BEDROCK OUTCROP PROJECTING 18 INCHES FROM THE HILL SIDE.
 OZ1066'IT IS ABOUT 10 FEET LOWER THAN THE STATION ELEVATION.
 OZ1066'
 OZ1066'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HEINEN 1959
 OZ1066'CEMENTED IN A DRILL HOLE IN A 2 BY 3-FOOT BOULDER PROJECTING
 OZ1066'18 INCHES ABOVE THE GROUND.  IT IS 10 FEET EAST OF THE END
 OZ1066'OF THE TRACK ROAD.
 OZ1066
 OZ1066                          STATION RECOVERY (1979)
 OZ1066
 OZ1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OZ1066'THE STATION, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 OZ1066'CONDITION.  REFERENCE MARK NO 1 WHICH IS THE SAME AS HEINEN (USFS)
 OZ1066'WAS FOUND LEANING AND WAS LOOSE IN THE GROUND.  IT WAS STRAIGHTENED
 OZ1066'AND MORE ROCKS PLACED AROUND IT.  IT IS STILL ABOUT 0.2 FT OUT OF ITS
 OZ1066'1959 POSITION.  THE DISK TO RM 2 WAS TORN OFF BY VANDALS BUT THE
 OZ1066'SHANK REMAINS.  AN ANGLE AND DISTANCE WAS MEASURED AT THIS
 OZ1066'TIME.  REFERENCE MARK 3 WAS ALSO SET AT THIS TIME.  A NEW DESCRIPTION
 OZ1066'FOLLOWS.
 OZ1066'
 OZ1066'THE STATION IS LOCATED ABOUT 16-3/4 MILES EAST OF BOISE, 12-1/2 MILES
 OZ1066'SOUTH OF IDAHO CITY, AND ABOUT 4-1/2 MILES NORTH-NORTHEAST OF
 OZ1066'ARROWROCK DAM, AND NEAR THE NORTHWEST END OF A BALD TOPPED MOUNTAIN.
 OZ1066'
 OZ1066'TO REACH THE STATION FROM THE POST OFFICE IN IDAHO CITY, GO SOUTH 0.2
 OZ1066'MILE TO THE JUNCTION WITH STATE HIGHWAY 21, TURN RIGHT AND GO 7.5
 OZ1066'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 6.8 MILES ON THORN CREEK
 OZ1066'ROAD TO THE TOP OF A SADDLE AND THREE FORKS, TAKE RIGHT FORK, PASS
 OZ1066'THROUGH GATE.  (KEY CAN BE OBTAINED FROM FOREST SERVICE IN BOISE) AND
 OZ1066'GO 2.05 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.05 MILE TO ANOTHER
 OZ1066'FORK, TAKE LEFT FORK UPHILL FOR 1.6 MILES ON NARROW RUTTED ROAD, TO
 OZ1066'THE AZIMUTH MARK ON THE LEFT, AND END OF TRUCK TRAVEL FOR A 2-WHEELED
 OZ1066'DRIVE VEHICLE.  PACK DOWNHILL ALONG A FENCE LINE TO A SADDLE AND THEN
 OZ1066'UPHILL STILL ALONG FENCE LINE TO THE WEST SIDE OF THE HILL AND THE
 OZ1066'STATION ON THE HIGHEST PART.  IT IS AN HOUR PACK.
 OZ1066'
 OZ1066'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 OZ1066'STAMPED---HEINEN 1959---SET INTO THE TOP OF A METAL PIPE
 OZ1066'1 1/2 INCHES PROJECTING 18 INCHES ABOVE THE GROUND.
 OZ1066'THE MARK IS SET 15 FEET NORTHWEST OF AND ABOUT 1/2 FOOT LOWER THAN
 OZ1066'THE HIGHEST PART OF THE HILL.
 OZ1066'
 OZ1066'REFERENCE MARK NO. 1 IS A USFS DISK STAMPED---HEINEN 1946---SET INTO
 OZ1066'A 4 INCH IRON PIPE PROJECTING 2 FT.  THE PIPE IS SURROUNDED BY ROCKS
 OZ1066'AND IS LOOSE IN THE GROUND.
 OZ1066'
 OZ1066'REFERENCE MARK 2 IS
 OZ1066'A SHANK OF A DISK SET INTO A BOULDER ABOUT 2 FEET SQUARE AND PROJECTS
 OZ1066'ABOUT 10 INCHES.  IT IS ABOUT 15 FEET LOWER THAN THE STATION.
 OZ1066'
 OZ1066'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 OZ1066'STAMPED---HEINEN 1959 NO 3 1979---SET INTO THE TOP OF A PARTIALLY
 OZ1066'EXPOSED BOULDER OF 0.9 METER (3 FEET) LARGEST DIMENSION THE
 OZ1066'BOULDER IS TRIANGULAR IN SHAPE AND IS ABOUT 2.5 FEET ON A SIDE.  THE
 OZ1066'MARK IS LOCATED 4.6 METERS (15 FEET) W FROM THE EDGE OF THE HILL AND
 OZ1066'2.4 METERS (8 FEET) LOWER THAN THE STATION.
 OZ1066'
 OZ1066'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 OZ1066'NOS) DISK STAMPED---HEINEN 1959---SET INTO THE TOP OF A PARTIALLY
 OZ1066'EXPOSED BOULDER OF 0.6 METER (2 FEET) LARGEST DIMENSION LOCATED 8.5
 OZ1066'METERS (28 FEET) NE FROM A FENCE CORNER, 6.7 METERS (22 FEET) E FROM
 OZ1066'A FENCE, 1.2 METERS (4 FEET) ESE FROM A METAL WITNESS POST, AND 4.0
 OZ1066'METERS (13 FEET) E FROM THE CENTERLINE OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1067 ***********************************************************************
 OZ1067  DESIGNATION -  HEINEN
 OZ1067  PID         -  OZ1067
 OZ1067  STATE/COUNTY-  ID/BOISE
 OZ1067  USGS QUAD   -  DUNNIGAN CREEK (1969)
 OZ1067
 OZ1067                         *CURRENT SURVEY CONTROL
 OZ1067  ___________________________________________________________________
 OZ1067* NAD 83(1992)-  43 39 42.01476(N)    115 52 33.70201(W)     ADJUSTED  
 OZ1067* NAVD 88     -      1935.     (meters)    6348.     (feet)  SCALED    
 OZ1067  ___________________________________________________________________
 OZ1067  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 OZ1067  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 OZ1067
 OZ1067  HORZ ORDER  -  SECOND
 OZ1067
 OZ1067.The horizontal coordinates were established by classical geodetic methods
 OZ1067.and adjusted by the National Geodetic Survey in July 1992..
 OZ1067
 OZ1067.The orthometric height was scaled from a topographic map.
 OZ1067
 OZ1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1067
 OZ1067.The geoid height was determined by GEOID03.
 OZ1067
 OZ1067;                    North         East     Units Scale Factor Converg.
 OZ1067;SPC ID W     -   221,610.381   789,835.161   MT  0.99993460   -0 05 13.2
 OZ1067;UTM  11      - 4,834,910.202   590,624.199   MT  0.99970102   +0 46 33.7
 OZ1067
 OZ1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1067!SPC ID W     -   0.99969913  x   0.99993460  =   0.99963375
 OZ1067!UTM  11      -   0.99969913  x   0.99970102  =   0.99940024
 OZ1067
 OZ1067                          SUPERSEDED SURVEY CONTROL
 OZ1067
 OZ1067  NAD 83(1991)-  43 39 42.01483(N)    115 52 33.69831(W) AD(       ) 2
 OZ1067  NAD 83(1986)-  43 39 42.01574(N)    115 52 33.69562(W) AD(       ) 2
 OZ1067  NAD 27      -  43 39 42.40191(N)    115 52 30.30623(W) AD(       ) 2
 OZ1067
 OZ1067.Superseded values are not recommended for survey control.
 OZ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1067.See file dsdata.txt to determine how the superseded data were derived.
 OZ1067
 OZ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ9062434910(NAD 83)
 OZ1067_MARKER: Z = SEE DESCRIPTION
 OZ1067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OZ1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ1067
 OZ1067  HISTORY     - Date     Condition        Report By
 OZ1067  HISTORY     - 1959     MONUMENTED       CGS
 OZ1067  HISTORY     - 1979     POOR             NGS
 OZ1067
 OZ1067                          STATION DESCRIPTION
 OZ1067
 OZ1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ1067'LOCATED, AIRLINE, ABOUT 17 MILES EAST OF BOISE, 12-1/2 MILES
 OZ1067'SOUTH OF IDAHO CITY, 4-1/2 MILES NORTH NORTHEAST OF ARROWROCK
 OZ1067'DAM AND NEAR THE NORTHWEST END OF AN ISOLATED, BALD TOPPED
 OZ1067'MOUNTAIN.
 OZ1067'
 OZ1067'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 OZ1067'HEINEN, DISTANCE BEING 13.168 FEET, 4.013 METERS NORTHWEST.
 OZ1067'THE MARK IS A USFS DISK STAMPED HEINEN 1927, AND IS CEMENTED
 OZ1067'TO THE TOP OF A 3 INCH IRON PIPE PROJECTING 18 INCHES ABOVE
 OZ1067'THE GROUND AND IN A PILE OF ROCKS.
 OZ1067
 OZ1067                          STATION RECOVERY (1979)
 OZ1067
 OZ1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OZ1067'THE STATION WAS RECOVERED IN POOR CONDITION.  THE PIPE WAS LEANING AT
 OZ1067'AN ANGLE OF ABOUT 45 DEG AND WAS LOOSE IN THE GROUND.  AN ATTEMPT WAS
 OZ1067'MADE TO STRAIGHTEN IT OUT AND MORE ROCKS PLACED AROUND IT.  IT IS
 OZ1067'STILL ABOUT 0.2 FOOT OUT OF ITS 1959 POSITION.  SEE THE DESCRIPTION
 OZ1067'FOR HEINEN 1959 FOR THE TO-REACH DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0734 ***********************************************************************
 OX0734  DESIGNATION -  HEISE
 OX0734  PID         -  OX0734
 OX0734  STATE/COUNTY-  ID/JEFFERSON
 OX0734  USGS QUAD   -  HEISE (1979)
 OX0734
 OX0734                         *CURRENT SURVEY CONTROL
 OX0734  ___________________________________________________________________
 OX0734* NAD 83(1992)-  43 38 57.17826(N)    111 40 41.45983(W)     ADJUSTED  
 OX0734* NAVD 88     -      1903.2    (meters)    6244.     (feet)  VERTCON   
 OX0734  ___________________________________________________________________
 OX0734  LAPLACE CORR-           9.17  (seconds)                    DEFLEC99
 OX0734  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 OX0734
 OX0734  HORZ ORDER  -  FIRST
 OX0734
 OX0734.The horizontal coordinates were established by classical geodetic methods
 OX0734.and adjusted by the National Geodetic Survey in July 1992..
 OX0734
 OX0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0734
 OX0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0734
 OX0734.The geoid height was determined by GEOID03.
 OX0734
 OX0734;                    North         East     Units Scale Factor Converg.
 OX0734;SPC ID E     -   220,338.026   239,407.435   MT  0.99996646   +0 20 13.8
 OX0734;UTM  12      - 4,833,136.680   445,307.874   MT  0.99963679   -0 28 05.2
 OX0734
 OX0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0734!SPC ID E     -   0.99970334  x   0.99996646  =   0.99966981
 OX0734!UTM  12      -   0.99970334  x   0.99963679  =   0.99934023
 OX0734
 OX0734|---------------------------------------------------------------------|
 OX0734| PID    Reference Object                     Distance      Geod. Az  |
 OX0734|                                                           dddmmss.s |
 OX0734| CN3709 HEISE RM 1                           12.308 METERS 25427     |
 OX0734| OX0740 RIGBY MUNICIPAL TANK                APPROX.19.5 KM 2780629.1 |
 OX0734| CN3708 HEISE AZ MK                                        2821036.2 |
 OX0734| OX0741 RIGBY U AND I REFIN CO STACK        APPROX.18.6 KM 2832901.1 |
 OX0734| CN3710 HEISE RM 2                           14.387 METERS 34808     |
 OX0734|---------------------------------------------------------------------|
 OX0734
 OX0734                          SUPERSEDED SURVEY CONTROL
 OX0734
 OX0734  NAD 83(1986)-  43 38 57.17063(N)    111 40 41.44417(W) AD(       ) 1
 OX0734  NAD 27      -  43 38 57.48400(N)    111 40 38.58500(W) AD(       ) 1
 OX0734  NGVD 29 (07/19/86) 1902.1    (m)         6240.     (f) VERT ANG       
 OX0734
 OX0734.Superseded values are not recommended for survey control.
 OX0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0734.See file dsdata.txt to determine how the superseded data were derived.
 OX0734
 OX0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP4530833137(NAD 83)
 OX0734_MARKER: DS = TRIANGULATION STATION DISK
 OX0734_SETTING: 66 = SET IN ROCK OUTCROP
 OX0734
 OX0734  HISTORY     - Date     Condition        Report By
 OX0734  HISTORY     - 1946     MONUMENTED       CGS
 OX0734  HISTORY     - 1947     GOOD             USGS
 OX0734
 OX0734                          STATION DESCRIPTION
 OX0734
 OX0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0734'THE STATION IS LOCATED ON THE SOUTH EDGE OF A PROMINENT, RED
 OX0734'COLORED BLUFF OF THE SNAKE RIVER RIM, ABOVE AND ABOUT 1 MILE
 OX0734'NORTH OF THE HEISE HOT SPRINGS RESORT.  THE DISK IS SET FLUSH
 OX0734'IN BEDROCK PROJECTING ABOUT 6 INCHES AND IS STAMPED HEISE 1946.
 OX0734'IT IS 12 FEET NORTH OF THE SOUTH RIM OF THE BLUFF AND 140
 OX0734'FEET EAST OF A 4 FOOT ROCK CAIRN AT THE WESTERN END OF THE
 OX0734'BLUFF.
 OX0734'
 OX0734'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN BEDROCK PROJECTING
 OX0734'ABOUT 2 INCHES AND IS STAMPED HEISE NO 1 1946.  IT IS WEST BY
 OX0734'SOUTH OF THE STATION AND AT THE SOUTH EDGE OF THE BLUFF.
 OX0734'
 OX0734'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN BEDROCK PROJECTING
 OX0734'ABOUT 6 INCHES AND IS STAMPED HEISE NO 2 1946.  IT IS NORTH
 OX0734'BY WEST OF THE STATION.
 OX0734'
 OX0734'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST BY NORTH OF THE STATION,
 OX0734'ON THE FIRST POINT OF THE RIM VISIBLE FROM THE STATION TO THE
 OX0734'WEST.  IT IS A DISK SET IN BEDROCK PROJECTING ABOUT 6 INCHES
 OX0734'AND IS STAMPED HEISE 1946.  IT IS AT THE EAST EDGE OF THE POINT,
 OX0734'ABOUT 15 FEET NORTH OF THE SOUTH EDGE OF THE POINT AND 3 FEET
 OX0734'NORTH OF A POST IN A SMALL ROCK CAIRN ABOUT 3 FEET HIGH.
 OX0734'
 OX0734'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO.
 OX0734'29 AND THE RAILROAD TRACKS IN GO EAST ON HIGHWAY NO. 29 FOR
 OX0734'3.0 MILES TO A CROSSROAD AND A SIGN HEISE HOT SPRINGS.  TURN
 OX0734'LEFT ON GRAVEL ROAD AND GO NORTH 1.0 MILE TO A T ROAD, TURN RIGHT
 OX0734'AND GO EAST 0.8 MILE, HERE KEEP LEFT ON MAIN TRAVELED ROAD FOR
 OX0734'0.35 MILE TO A T INTERSECTION AFTER CROSSING THE SNAKE RIVER
 OX0734'BRIDGE.  HERE TURN LEFT, WEST, AND GO 3.65 MILES TO A SIDE
 OX0734'ROAD, CONTINUE STRAIGHT AHEAD UP GRADE FOR 0.55 MILE TO THE
 OX0734'SETTLEMENT OF BYRNE.  TURN RIGHT ACROSS RAILROAD TRACKS AND
 OX0734'GO 1.25 MILES.  HERE TURN RIGHT AND FOLLOW MAIN ROAD,
 OX0734'KEEPING RIGHT AT ALL TURNS, FOR 2.65 MILES TO A RANCH HOUSE.
 OX0734'TURN RIGHT ON ROAD BETWEEN FIELDS ABOUT 100 FEET BEFORE
 OX0734'REACHING HOUSE AND FOLLOW FOR 0.75 MILE TO A SMALL SHED.
 OX0734'HERE TURN LEFT ON FIELD ROAD AND GO EAST FOR 0.75 MILE TO
 OX0734'ANOTHER SHED.  FROM HERE A 4 WHEEL DRIVE TRUCK CAN BE DRIVEN TO
 OX0734'SUMMIT OF RIDGE AND STATION SITE 0.5 MILE SOUTHWEST.  IF
 OX0734'GRAIN IS NOT HARVESTED IT WILL BE NECESSARY TO PACK FROM
 OX0734'THIS POINT ABOUT A 15 MINUTE WALK.
 OX0734
 OX0734                          STATION RECOVERY (1947)
 OX0734
 OX0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 OX0734'STATION MARK--THE DISK IS SET FLUSH IN BEDROCK PROJECTING ABOUT 6 IN.
 OX0734'AND IS STAMPED---HEISE 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0737 ***********************************************************************
 QA0737  DESIGNATION -  HELL
 QA0737  PID         -  QA0737
 QA0737  STATE/COUNTY-  ID/CUSTER
 QA0737  USGS QUAD   -  OBSIDIAN (1963)
 QA0737
 QA0737                         *CURRENT SURVEY CONTROL
 QA0737  ___________________________________________________________________
 QA0737* NAD 83(1992)-  44 01 10.04860(N)    114 50 01.36424(W)     ADJUSTED  
 QA0737* NAVD 88     -      2081.8    (meters)    6830.     (feet)  VERTCON   
 QA0737  ___________________________________________________________________
 QA0737  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 QA0737  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 QA0737
 QA0737  HORZ ORDER  -  SECOND
 QA0737
 QA0737.The horizontal coordinates were established by classical geodetic methods
 QA0737.and adjusted by the National Geodetic Survey in July 1992..
 QA0737
 QA0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0737
 QA0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0737
 QA0737.The geoid height was determined by GEOID03.
 QA0737
 QA0737;                    North         East     Units Scale Factor Converg.
 QA0737;SPC ID C     -   261,695.061   433,156.402   MT  1.00000230   -0 34 45.7
 QA0737;UTM  11      - 4,876,315.416   673,624.901   MT  0.99997077   +1 30 20.6
 QA0737
 QA0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0737!SPC ID C     -   0.99967567  x   1.00000230  =   0.99967797
 QA0737!UTM  11      -   0.99967567  x   0.99997077  =   0.99964645
 QA0737
 QA0737|---------------------------------------------------------------------|
 QA0737| PID    Reference Object                     Distance      Geod. Az  |
 QA0737|                                                           dddmmss.s |
 QA0737| CD5227 HELL RM 1                            20.574 METERS 02038     |
 QA0737| CD5228 HELL RM 2                            21.740 METERS 10509     |
 QA0737| QA0132 D 40                                APPROX. 4.1 KM 3573850.4 |
 QA0737|---------------------------------------------------------------------|
 QA0737
 QA0737                          SUPERSEDED SURVEY CONTROL
 QA0737
 QA0737  NAD 83(1986)-  44 01 10.04758(N)    114 50 01.35883(W) AD(       ) 2
 QA0737  NAD 27      -  44 01 10.37870(N)    114 49 58.10120(W) AD(       ) 2
 QA0737  NGVD 29 (07/19/86) 2080.4    (m)         6825.     (f) VERT ANG       
 QA0737
 QA0737.Superseded values are not recommended for survey control.
 QA0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0737.See file dsdata.txt to determine how the superseded data were derived.
 QA0737
 QA0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ7362576315(NAD 83)
 QA0737_MARKER: DD = SURVEY DISK
 QA0737_SETTING: 0 = UNSPECIFIED SETTING
 QA0737
 QA0737  HISTORY     - Date     Condition        Report By
 QA0737  HISTORY     - 1970     MONUMENTED       USGS
 QA0737
 QA0737                          STATION DESCRIPTION
 QA0737
 QA0737'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 QA0737'LOCATED ABOUT 2.4 MI SSW. OF THE SAWTOOTH VALLEY RANGER
 QA0737'STATION.  ABOUT 16 MI SSE. OF STANLEY.  6.0 MI NNW. OF THE SMILEY
 QA0737'CREEK LODGE.  ABOUT 96 FT W. OF U.S. HIGHWAY 93.
 QA0737'
 QA0737'TO REACH FROM THE SAWTOOTH VALLEY RANGER STATION (USFS) DRIVE
 QA0737'W. ON DIRT RD. TO U.S. 93 ABOUT 0.6 MI.  TURN S. ON U.S. 93 FOR
 QA0737'2.2 MI AND STATION MARK, ABOUT 96 FT W. OF HWY., ABOUT 1500 FT
 QA0737'E. OF CONFLUENCE OF HELL ROARING CREEK.
 QA0737'
 QA0737'STATION MARK--A STANDARD USGS TABLET STAMPED HELL 1970 ON
 QA0737'COPPERWELD ROD SET IN CONC.
 QA0737'
 QA0737'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 QA0737'STAMPED NO 1 1970 ON A COPPERWELD ROD SET IN CONC.
 QA0737'
 QA0737'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 QA0737'STAMPED NO 2 1970 ON A COPPERWELD ROD SET IN CONC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0912 ***********************************************************************
 TO0912  DESIGNATION -  HELL ROARING
 TO0912  PID         -  TO0912
 TO0912  STATE/COUNTY-  ID/BOUNDARY
 TO0912  USGS QUAD   -  EASTPORT (1996)
 TO0912
 TO0912                         *CURRENT SURVEY CONTROL
 TO0912  ___________________________________________________________________
 TO0912* NAD 83(1992)-  48 54 31.46485(N)    116 13 13.76647(W)     ADJUSTED  
 TO0912* NAVD 88     -      1826.1    (meters)    5991.     (feet)  VERTCON   
 TO0912  ___________________________________________________________________
 TO0912  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 TO0912  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 TO0912
 TO0912  HORZ ORDER  -  THIRD
 TO0912
 TO0912.The horizontal coordinates were established by classical geodetic methods
 TO0912.and adjusted by the National Geodetic Survey in July 1992..
 TO0912
 TO0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0912
 TO0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0912
 TO0912.The geoid height was determined by GEOID03.
 TO0912
 TO0912;                    North         East     Units Scale Factor Converg.
 TO0912;SPC ID W     -   804,918.269   765,512.851   MT  0.99994794   -0 21 16.5
 TO0912;UTM  11      - 5,417,603.794   557,119.135   MT  0.99964008   +0 35 15.0
 TO0912
 TO0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0912!SPC ID W     -   0.99971638  x   0.99994794  =   0.99966433
 TO0912!UTM  11      -   0.99971638  x   0.99964008  =   0.99935656
 TO0912
 TO0912:                Primary Azimuth Mark                     Grid Az
 TO0912:SPC ID W     -  BUZZARD RESET                            203 35 53.8
 TO0912:UTM  11      -  BUZZARD RESET                            202 39 22.3
 TO0912
 TO0912|---------------------------------------------------------------------|
 TO0912| PID    Reference Object                     Distance      Geod. Az  |
 TO0912|                                                           dddmmss.s |
 TO0912| TO0910 BUZZARD RESET                       APPROX. 2.2 KM 2031437.3 |
 TO0912|---------------------------------------------------------------------|
 TO0912
 TO0912                          SUPERSEDED SURVEY CONTROL
 TO0912
 TO0912  NAD 83(1986)-  48 54 31.47882(N)    116 13 13.76024(W) AD(       ) 3
 TO0912  NAD 27      -  48 54 31.67035(N)    116 13 10.04057(W) AD(       ) 3
 TO0912  NGVD 29 (07/19/86) 1824.8    (m)         5987.     (f) VERT ANG       
 TO0912
 TO0912.Superseded values are not recommended for survey control.
 TO0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0912.See file dsdata.txt to determine how the superseded data were derived.
 TO0912
 TO0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ5711917604(NAD 83)
 TO0912_MARKER: B = BOLT
 TO0912_SETTING: 66 = SET IN ROCK OUTCROP
 TO0912_SP_SET: SET IN ROCK OUTCROP
 TO0912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0912+STABILITY: POSITION/ELEVATION WELL
 TO0912
 TO0912  HISTORY     - Date     Condition        Report By
 TO0912  HISTORY     - 1897     MONUMENTED       IBC
 TO0912  HISTORY     - 1934     GOOD             USGS
 TO0912
 TO0912                          STATION DESCRIPTION
 TO0912
 TO0912'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1897
 TO0912'ON THE SUMMIT OF THE HIGH MOUNTAIN 2 MILES WEST OF THE MOYIE RIVER
 TO0912'AND 6-1/2 MILES SOUTH OF THE INTERNATIONAL BOUNDARY.  THE STATION CAN
 TO0912'BE REACHED BY SEVERAL US FOREST SERVICE TRAILS.  THE QUEEN MINE IS A
 TO0912'SHORT DISTANCE NORTHWEST OF THE STATION.
 TO0912
 TO0912                          STATION RECOVERY (1934)
 TO0912
 TO0912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 TO0912'LOCATED 12.5 MI. NNW. OF MOYIE SPRINGS, 7.5 MI. E. OF COPELAND, 1.5
 TO0912'MI. NE. OF BUZZARD MTN., 0.5 MI. SE. OF THE QUEEN MINE, IN THE SW. 1/4
 TO0912'OF SECTION 9, T 64 N, R 2 E, ON THE SUMMIT OF A TIMBERED TOP.
 TO0912'
 TO0912'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 95, 3 MI. N. OF
 TO0912'BONNERS FERRY, DRIVE N. ON U.S. HIGHWAY 95 FOR 4.1 MI. TO Y-RD., TAKE
 TO0912'RIGHT FORK --CAMP NINE RD.-- FOR 3.8 MI. TO Y-RD., TAKE RIGHT FORK FOR
 TO0912'1.3 MI. TO Y-RD., TAKE LEFT FORK FOR 0.1 MI. TO Y-RD., TAKE LEFT FORK
 TO0912'FOR 0.3 MI. TO Y-RD., TAKE RIGHT FORK FOR 0.1 MI. TO Y-RD., TAKE RIGHT
 TO0912'FORK FOR 0.4 MI. TO Y-RD., TAKE LEFT FORK FOR 0.2 MI. AND Y-RD., TAKE
 TO0912'RIGHT FORK 0.6 MI. AND Y-RD., TAKE LEFT FORK FOR 1.9 MI. TO Y-RD.,
 TO0912'TAKE LEFT FORK FOR 2 MI. TO NGS TRIANGULATION STATION --BUZZARD-- ON
 TO0912'TOP TO W., CONTINUE N. ALONG RD. FOR 0.6 MI. TO RD. JUNCTION, CONTINUE
 TO0912'STRAIGHT AHEAD FOR 0.1 MI. TO Y-RD., TAKE RIGHT FORK FOR 0.1 MI. TO
 TO0912'T-RD., CONTINUE STRAIGHT AHEAD FOR 0.35 MI. TO MINE BUILDINGS,
 TO0912'CONTINUE STRAIGHT AHEAD FOR 0.05 MI. TO RD. JUNCTION, TAKE RIGHT FORK
 TO0912'FOR 0.1 MI. TO RD. JUNCTION, TAKE RIGHT FORK FOR 0.1 MI. TO RD.
 TO0912'JUNCTION, TAKE RIGHT FORK FOR 0.1 MI. TO REVERSE Y, TURN HARD LEFT
 TO0912'AND CONTINUE FOR 0.1 MI. TO END OF TRUCK TRAVEL.  PACK NW. UP ON RIDGE
 TO0912'TO HIGHEST POINT AND STATION.  A 5 MINUTE PACK.
 TO0912'
 TO0912'STATION MARK--A LEAD PLUG STAMPED---US 6002---, SET IN A ROCK
 TO0912'OUTCROP.
 TO0912'
 TO0912'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 TO0912'1964---, SET IN A ROCK OUTCROP, 11.61 FT. FROM STATION MARK,
 TO0912'S 11 DEG 46 MIN W.
 TO0912'
 TO0912'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 TO0912'1964---, SET IN A ROCK OUTCROP, 11.67 FT. FROM STATION MARK,
 TO0912'N 68 DEG 35 MIN W.
 TO0912'
 TO0912'NOTE--STATION MARK IS NOT A COPPER BOLT STAMPED---USGS---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0634 ***********************************************************************
 QZ0634  DESIGNATION -  HELLS HALF ACRE
 QZ0634  PID         -  QZ0634
 QZ0634  STATE/COUNTY-  ID/IDAHO
 QZ0634  USGS QUAD   -  BEAVER JACK MTN (1994)
 QZ0634
 QZ0634                         *CURRENT SURVEY CONTROL
 QZ0634  ___________________________________________________________________
 QZ0634* NAD 83(1992)-  45 38 44.83895(N)    114 37 42.16803(W)     ADJUSTED  
 QZ0634* NAVD 88     -      2475.1    (meters)    8120.     (feet)  VERTCON   
 QZ0634  ___________________________________________________________________
 QZ0634  LAPLACE CORR-           9.04  (seconds)                    DEFLEC99
 QZ0634  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 QZ0634
 QZ0634  HORZ ORDER  -  THIRD
 QZ0634
 QZ0634.The horizontal coordinates were established by classical geodetic methods
 QZ0634.and adjusted by the National Geodetic Survey in July 1992..
 QZ0634
 QZ0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0634
 QZ0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0634
 QZ0634.The geoid height was determined by GEOID03.
 QZ0634
 QZ0634;                    North         East     Units Scale Factor Converg.
 QZ0634;SPC ID W     -   442,685.029   887,431.177   MT  1.00002728   +0 48 07.4
 QZ0634;UTM  11      - 5,057,429.047   684,807.181   MT  1.00001991   +1 41 46.5
 QZ0634
 QZ0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0634!SPC ID W     -   0.99961427  x   1.00002728  =   0.99964154
 QZ0634!UTM  11      -   0.99961427  x   1.00001991  =   0.99963417
 QZ0634
 QZ0634|---------------------------------------------------------------------|
 QZ0634| PID    Reference Object                     Distance      Geod. Az  |
 QZ0634|                                                           dddmmss.s |
 QZ0634| CH7519 HELLS HALF ACRE LOH NEW               9.248 METERS 16838     |
 QZ0634| CH7521 HELLS HALF ACRE RM 1                  8.824 METERS 26516     |
 QZ0634| CH7520 HELLS HALF ACRE LOH OLD               6.706 METERS 29054     |
 QZ0634| QZ0635 BEAVER JACK                         APPROX.11.8 KM 3353522.2 |
 QZ0634| CH6654 HELLS HALF ACRE RM 2                 13.430 METERS 35842     |
 QZ0634|---------------------------------------------------------------------|
 QZ0634
 QZ0634                          SUPERSEDED SURVEY CONTROL
 QZ0634
 QZ0634  NAD 83(1986)-  45 38 44.84217(N)    114 37 42.15922(W) AD(       ) 3
 QZ0634  NAD 27      -  45 38 45.14725(N)    114 37 38.81343(W) AD(       ) 3
 QZ0634  NGVD 29 (07/19/86) 2473.8    (m)         8116.     (f) VERT ANG       
 QZ0634
 QZ0634.Superseded values are not recommended for survey control.
 QZ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0634.See file dsdata.txt to determine how the superseded data were derived.
 QZ0634
 QZ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL8480757429(NAD 83)
 QZ0634
 QZ0634  HISTORY     - Date     Condition        Report By
 QZ0634  HISTORY     - 1926     MONUMENTED       USFS
 QZ0634  HISTORY     - 1961     GOOD             USGS
 QZ0634
 QZ0634                          STATION DESCRIPTION
 QZ0634
 QZ0634'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QZ0634'RECOVERED AS DESCRIBED.
 QZ0634'
 QZ0634'LOCATED ABOUT 5.8 MI SE. OF MAGRUDER RANGER STATION, ABOUT 4.5 MI
 QZ0634'NE. OF CONFLUENCE OF SELWAY RIVER AND WILKERSON CREEK, ABOUT 1.3
 QZ0634'MI NW. OF DEVILS POINT.  ON HIGHEST POINT OF TOP KNOWN LOCALLY AS
 QZ0634'HELLS HALF ACRE.
 QZ0634'
 QZ0634'STATION REACHED BY HELICOPTER.
 QZ0634'
 QZ0634'STATION MARK--USFS TABLET STAMPED---HELLS HALF ACRE 1926---, IN
 QZ0634'ROCK OUTCROP.
 QZ0634'
 QZ0634'RM 1--CHISELED CROSS ON CONCRETE POST.
 QZ0634'REFERENCE MARK NO. 1--CHISELED CROSS ON CONCRETE POST, 28.95 FT. FROM
 QZ0634'STATION MARK, S 85 DEG 17 MIN W.
 QZ0634'
 QZ0634'REFERENCE MARK NO. 2--CHISELED CROSS ON ROCK OUTCROP, 44.06 FT. FROM
 QZ0634'STATION MARK, N 01 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1449 ***********************************************************************
 SV1449  DESIGNATION -  HEMLOCK
 SV1449  PID         -  SV1449
 SV1449  STATE/COUNTY-  ID/SHOSHONE
 SV1449  USGS QUAD   -  BUMBLEBEE PEAK (1985)
 SV1449
 SV1449                         *CURRENT SURVEY CONTROL
 SV1449  ___________________________________________________________________
 SV1449* NAD 83(1992)-  47 43 12.23102(N)    116 19 43.06092(W)     ADJUSTED  
 SV1449* NAVD 88     -      1504.5    (meters)    4936.     (feet)  VERTCON   
 SV1449  ___________________________________________________________________
 SV1449  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 SV1449  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 SV1449
 SV1449  HORZ ORDER  -  THIRD
 SV1449
 SV1449.The horizontal coordinates were established by classical geodetic methods
 SV1449.and adjusted by the National Geodetic Survey in July 1992..
 SV1449
 SV1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1449
 SV1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1449
 SV1449.The geoid height was determined by GEOID03.
 SV1449
 SV1449;                    North         East     Units Scale Factor Converg.
 SV1449;SPC ID W     -   672,806.009   756,589.560   MT  0.99995648   -0 25 41.2
 SV1449;UTM  11      - 5,285,405.548   550,351.554   MT  0.99963115   +0 29 48.3
 SV1449
 SV1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1449!SPC ID W     -   0.99976688  x   0.99995648  =   0.99972337
 SV1449!UTM  11      -   0.99976688  x   0.99963115  =   0.99939812
 SV1449
 SV1449:                Primary Azimuth Mark                     Grid Az
 SV1449:SPC ID W     -  LOOKOUT RIDGE                            325 58 32.7
 SV1449:UTM  11      -  LOOKOUT RIDGE                            325 03 03.2
 SV1449
 SV1449|---------------------------------------------------------------------|
 SV1449| PID    Reference Object                     Distance      Geod. Az  |
 SV1449|                                                           dddmmss.s |
 SV1449| SV1475 LOOKOUT RIDGE                       APPROX. 8.3 KM 3253251.5 |
 SV1449|---------------------------------------------------------------------|
 SV1449
 SV1449                          SUPERSEDED SURVEY CONTROL
 SV1449
 SV1449  NAD 83(1986)-  47 43 12.23592(N)    116 19 43.05057(W) AD(       ) 3
 SV1449  NAD 27      -  47 43 12.54304(N)    116 19 39.40172(W) AD(       ) 3
 SV1449  NGVD 29 (07/19/86) 1503.3    (m)         4932.     (f) VERT ANG       
 SV1449
 SV1449.Superseded values are not recommended for survey control.
 SV1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1449.See file dsdata.txt to determine how the superseded data were derived.
 SV1449
 SV1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5035285406(NAD 83)
 SV1449_MARKER: DD = SURVEY DISK
 SV1449_SETTING: 66 = SET IN ROCK OUTCROP
 SV1449_SP_SET: SET IN ROCK OUTCROP
 SV1449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV1449+STABILITY: POSITION/ELEVATION WELL
 SV1449
 SV1449  HISTORY     - Date     Condition        Report By
 SV1449  HISTORY     - 1938     MONUMENTED       USGS
 SV1449
 SV1449                          STATION DESCRIPTION
 SV1449
 SV1449'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 SV1449'LOCATED ABOUT 3 MI. N. AND 21.2 MI. E. OF COEUR D ALENE, IN THE SE.
 SV1449'1/4 OF SEC. 23, T 51 N, R 1 E, ON THE HIGHEST POINT OF A PROMINENT
 SV1449'KNOLL KNOWN AS --HEMLOCK PEAK--.
 SV1449'
 SV1449'TO REACH FROM TEPEE SUMMIT, DRIVE S. ON THE TEPEE SUMMIT-BUMBLEBEE
 SV1449'RD. FOR 4 MI. TO U.S. FOREST SERVICE SIGN --HEMLOCK--, TAKE RD. TO
 SV1449'HEMLOCK FOR 2 MI. TO STATION.
 SV1449'
 SV1449'STATION MARK--STANDARD TABLET STAMPED---HEMLOCK 1938---, CENTERED IN
 SV1449'ROCK IN PLACE UNDER CENTER OF DESTROYED L.O.T.
 SV1449'
 SV1449'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 SV1449'1938---, CEMENTED IN ROCK, 18.70 FT. FROM STATION MARK,
 SV1449'N 27 DEG 54 MIN E.
 SV1449'
 SV1449'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 SV1449'1938---, CEMENTED IN ROCK, 32.9 FT. FROM STATION MARK,
 SV1449'S 42 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0957 ***********************************************************************
 RY0957  DESIGNATION -  HEMLOCK 2 ET
 RY0957  PID         -  RY0957
 RY0957  STATE/COUNTY-  ID/IDAHO
 RY0957  USGS QUAD   -  HEMLOCK BUTTE (1994)
 RY0957
 RY0957                         *CURRENT SURVEY CONTROL
 RY0957  ___________________________________________________________________
 RY0957* NAD 83(1992)-  46 28 24.69686(N)    115 37 45.26619(W)     ADJUSTED  
 RY0957* NAVD 88     -      1846.3    (meters)    6057.     (feet)  VERTCON   
 RY0957  ___________________________________________________________________
 RY0957  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 RY0957  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 RY0957
 RY0957  HORZ ORDER  -  THIRD
 RY0957
 RY0957.The horizontal coordinates were established by classical geodetic methods
 RY0957.and adjusted by the National Geodetic Survey in July 1992..
 RY0957
 RY0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0957
 RY0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0957
 RY0957.The geoid height was determined by GEOID03.
 RY0957
 RY0957;                    North         East     Units Scale Factor Converg.
 RY0957;SPC ID W     -   534,079.205   809,273.683   MT  0.99993439   +0 05 15.2
 RY0957;UTM  11      - 5,147,574.549   605,231.492   MT  0.99973612   +0 59 38.3
 RY0957
 RY0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0957!SPC ID W     -   0.99971318  x   0.99993439  =   0.99964759
 RY0957!UTM  11      -   0.99971318  x   0.99973612  =   0.99944938
 RY0957
 RY0957|---------------------------------------------------------------------|
 RY0957| PID    Reference Object                     Distance      Geod. Az  |
 RY0957|                                                           dddmmss.s |
 RY0957| CH6655 HEMLOCK BUTTE                        10.104 METERS 17403     |
 RY0957| CH6656 HEMLOCK 2 ET RM 2                    17.227 METERS 17718     |
 RY0957| RY0958 DEWEY ET                            APPROX. 7.0 KM 2483806.0 |
 RY0957|---------------------------------------------------------------------|
 RY0957
 RY0957                          SUPERSEDED SURVEY CONTROL
 RY0957
 RY0957  NAD 83(1986)-  46 28 24.70264(N)    115 37 45.26559(W) AD(       ) 3
 RY0957  NAD 27      -  46 28 25.02199(N)    115 37 41.75486(W) AD(       ) 3
 RY0957  NGVD 29 (07/19/86) 1845.0    (m)         6053.     (f) VERT ANG       
 RY0957
 RY0957.Superseded values are not recommended for survey control.
 RY0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0957.See file dsdata.txt to determine how the superseded data were derived.
 RY0957
 RY0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM0523147575(NAD 83)
 RY0957_MARKER: DD = SURVEY DISK
 RY0957_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RY0957
 RY0957  HISTORY     - Date     Condition        Report By
 RY0957  HISTORY     - 1964     MONUMENTED       USGS
 RY0957
 RY0957                          STATION DESCRIPTION
 RY0957
 RY0957'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY0957'LOCATED ABOUT 8 MI E. OF PIERCE, ON TOP KNOWN AS HEMLOCK BUTTE.
 RY0957'
 RY0957'TO REACH FROM PIERCE POST OFFICE, GO 0.5 MI S. ON STATE HWY. 11,
 RY0957'CONTINUE 10.3 MI S. AND E. ALONG FRENCH MTN. RD. TO RD. FORK.
 RY0957'TAKE RIGHT RD. 4.7 MI TO RD. SIGN BUNGALOW RD., CONTINUE 0.3 MI
 RY0957'TO RD. AND SIGN LEADING TO HEMLOCK LOH, ABOUT 56 FT. N. OF LOH.
 RY0957'
 RY0957'STATION MARK--STANDARD TABLET STAMPED---HEMLOCK 2 ET 1964---, SET
 RY0957'IN CONCRETE POST.
 RY0957'
 RY0957'RM 1--USFS TABLET IN IRON PIPE STAMPED---HEMLOCK BUTTE 1958---.
 RY0957'
 RY0957'RM 2--IRON ROD AT CENTER OF LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1745 ***********************************************************************
 RZ1745  DESIGNATION -  HEMLOCK LOT
 RZ1745  PID         -  RZ1745
 RZ1745  STATE/COUNTY-  ID/CLEARWATER
 RZ1745  USGS QUAD   -  ANTHONY PEAK (1994)
 RZ1745
 RZ1745                         *CURRENT SURVEY CONTROL
 RZ1745  ___________________________________________________________________
 RZ1745* NAD 83(1992)-  46 54 52.22509(N)    116 09 35.52613(W)     ADJUSTED  
 RZ1745* NAVD 88     -      1727.5    (meters)    5668.     (feet)  VERTCON   
 RZ1745  ___________________________________________________________________
 RZ1745  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 RZ1745  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 RZ1745
 RZ1745  HORZ ORDER  -  THIRD
 RZ1745
 RZ1745.The horizontal coordinates were established by classical geodetic methods
 RZ1745.and adjusted by the National Geodetic Survey in July 1992..
 RZ1745
 RZ1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1745
 RZ1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1745
 RZ1745.The geoid height was determined by GEOID03.
 RZ1745
 RZ1745;                    North         East     Units Scale Factor Converg.
 RZ1745;SPC ID W     -   583,171.899   768,779.461   MT  0.99994531   -0 17 57.6
 RZ1745;UTM  11      - 5,196,006.206   563,973.152   MT  0.99965030   +0 36 49.0
 RZ1745
 RZ1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1745!SPC ID W     -   0.99973191  x   0.99994531  =   0.99967723
 RZ1745!UTM  11      -   0.99973191  x   0.99965030  =   0.99938230
 RZ1745
 RZ1745                          SUPERSEDED SURVEY CONTROL
 RZ1745
 RZ1745  NAD 83(1986)-  46 54 52.22867(N)    116 09 35.52139(W) AD(       ) 3
 RZ1745  NAD 27      -  46 54 52.59719(N)    116 09 31.95862(W) AD(       ) 3
 RZ1745  NGVD 29 (07/19/86) 1726.4    (m)         5664.     (f) VERT ANG       
 RZ1745
 RZ1745.Superseded values are not recommended for survey control.
 RZ1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1745.See file dsdata.txt to determine how the superseded data were derived.
 RZ1745
 RZ1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM6397396006(NAD 83)
 RZ1745_MARKER: 57 = LOOKOUT TOWER
 RZ1745
 RZ1745  HISTORY     - Date     Condition        Report By
 RZ1745  HISTORY     - 1959     FIRST OBSERVED   USGS
 RZ1745
 RZ1745                          STATION DESCRIPTION
 RZ1745
 RZ1745'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 RZ1745'LOCATED ABOUT 8.0 MI. SE. OF CLARKIA, ABOUT 11.7 MI. NE. OF BOVILL,
 RZ1745'AND ABOUT 8.8 MI. N. OF ELK RIVER ON A TOP KNOWN LOCALLY AS HEMLOCK
 RZ1745'BUTTE.
 RZ1745'
 RZ1745'TO REACH FROM BOVILL SCHOOL, GO S. FOR 0.1 MI. TO STOP SIGN, CONTINUE
 RZ1745'STRAIGHT AHEAD FOR 0.1 MI. TO RD. JUNCTION, TURN LEFT AS PER SIGN
 RZ1745'--B.R.C. CAMP 249 AND 256-- AND CONTINUE 0.7 MI. TO RD. FORK, TAKE
 RZ1745'LEFT FORK AND CONTINUE 1.9 MI. TO RD. FORK, TAKE RIGHT FORK AND
 RZ1745'CONTINUE 2.2 MI. TO RD. FORK, TAKE RIGHT FORK AND CONTINUE 0.7 MI.
 RZ1745'TO RD. FORK, TAKE RIGHT FORK AND CONTINUE 0.9 MI. TO RD. FORK, TAKE
 RZ1745'RIGHT FORK AND CONTINUE 1.8 MI. TO RD. FORK, TAKE RIGHT FORK AND
 RZ1745'PROCEED 1.6 MI. TO RD. FORK, TAKE LEFT FORK AND CONTINUE 1.3 MI. TO
 RZ1745'RD. FORK, TAKE RIGHT FORK AND CONTINUE 0.9 MI. TO RD. FORK, TAKE
 RZ1745'RIGHT FORK AND CONTINUE 4.5 MI. TO TOP OF HILL AND RD. FORK, TAKE
 RZ1745'RIGHT FORK AND CONTINUE 0.6 MI. TO RD. FORK, TAKE LEFT FORK AND
 RZ1745'CONTINUE 0.1 MI. TO TOP AND LOOKOUT TOWER.
 RZ1745'
 RZ1745'STATION MARK--CENTER OF LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1447 ***********************************************************************
 SV1447  DESIGNATION -  HEMLOCK MTN USFS PATROL POINT
 SV1447  PID         -  SV1447
 SV1447  STATE/COUNTY-  ID/SHOSHONE
 SV1447  USGS QUAD   -  BUMBLEBEE PEAK (1985)
 SV1447
 SV1447                         *CURRENT SURVEY CONTROL
 SV1447  ___________________________________________________________________
 SV1447* NAD 83(1992)-  47 43 12.23789(N)    116 19 43.06382(W)     ADJUSTED  
 SV1447* NAVD 88     -                                                        
 SV1447  ___________________________________________________________________
 SV1447  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 SV1447  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 SV1447
 SV1447  HORZ ORDER  -  THIRD
 SV1447
 SV1447.The horizontal coordinates were established by classical geodetic methods
 SV1447.and adjusted by the National Geodetic Survey in July 1992..
 SV1447
 SV1447
 SV1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1447
 SV1447.The geoid height was determined by GEOID03.
 SV1447
 SV1447;                    North         East     Units Scale Factor Converg.
 SV1447;SPC ID W     -   672,806.221   756,589.502   MT  0.99995648   -0 25 41.2
 SV1447;UTM  11      - 5,285,405.760   550,351.492   MT  0.99963115   +0 29 48.2
 SV1447
 SV1447                          SUPERSEDED SURVEY CONTROL
 SV1447
 SV1447  NAD 83(1986)-  47 43 12.24094(N)    116 19 43.05548(W) AD(       ) 4
 SV1447  NAD 27      -  47 43 12.54671(N)    116 19 39.41501(W) AD(       ) 3
 SV1447
 SV1447.Superseded values are not recommended for survey control.
 SV1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1447.See file dsdata.txt to determine how the superseded data were derived.
 SV1447
 SV1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5035185406(NAD 83)
 SV1447
 SV1447  HISTORY     - Date     Condition        Report By
 SV1447  HISTORY     - 1940     MONUMENTED       CGS
 SV1447
 SV1447                          STATION DESCRIPTION
 SV1447
 SV1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1447'HEMLOCK MOUNTAIN FOREST SERVICE PATROL POINT IS IN THE COEUR
 SV1447'D ALENE NATIONAL FOREST, 21 MILES E OF COEUR D ALENE, 16 MILES
 SV1447'NW OF KELLOGG AND 9-1/2 MILES SSW OF MAGEE RANGER STATION.
 SV1447'THE STRUCTURE IS A SMALL TOWER WHICH WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0867 ***********************************************************************
 OZ0867  DESIGNATION -  HENLEY
 OZ0867  PID         -  OZ0867
 OZ0867  STATE/COUNTY-  ID/ELMORE
 OZ0867  USGS QUAD   -  BENNETT MOUNTAIN (1986)
 OZ0867
 OZ0867                         *CURRENT SURVEY CONTROL
 OZ0867  ___________________________________________________________________
 OZ0867* NAD 83(1992)-  43 12 14.85454(N)    115 25 05.18313(W)     ADJUSTED  
 OZ0867* NAVD 88     -      2047.4    (meters)    6717.     (feet)  VERTCON   
 OZ0867  ___________________________________________________________________
 OZ0867  LAPLACE CORR-           9.59  (seconds)                    DEFLEC99
 OZ0867  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 OZ0867
 OZ0867  HORZ ORDER  -  THIRD
 OZ0867
 OZ0867.The horizontal coordinates were established by classical geodetic methods
 OZ0867.and adjusted by the National Geodetic Survey in July 1992..
 OZ0867
 OZ0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0867
 OZ0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0867
 OZ0867.The geoid height was determined by GEOID03.
 OZ0867
 OZ0867;                    North         East     Units Scale Factor Converg.
 OZ0867;SPC ID W     -   170,825.799   826,971.375   MT  0.99994228   +0 13 38.0
 OZ0867;UTM  11      - 4,784,697.747   628,510.943   MT  0.99980316   +1 04 59.2
 OZ0867
 OZ0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0867!SPC ID W     -   0.99968141  x   0.99994228  =   0.99962371
 OZ0867!UTM  11      -   0.99968141  x   0.99980316  =   0.99948464
 OZ0867
 OZ0867:                Primary Azimuth Mark                     Grid Az
 OZ0867:SPC ID W     -  CAMAS 2                                  344 56 44.0
 OZ0867:UTM  11      -  CAMAS 2                                  344 05 22.8
 OZ0867
 OZ0867|---------------------------------------------------------------------|
 OZ0867| PID    Reference Object                     Distance      Geod. Az  |
 OZ0867|                                                           dddmmss.s |
 OZ0867| OZ1016 CAMAS 2                             APPROX. 5.2 KM 3451022.0 |
 OZ0867|---------------------------------------------------------------------|
 OZ0867
 OZ0867                          SUPERSEDED SURVEY CONTROL
 OZ0867
 OZ0867  NAD 83(1986)-  43 12 14.85594(N)    115 25 05.18039(W) AD(       ) 3
 OZ0867  NGVD 29 (01/23/89) 2046.3    (m)         6714.     (f) VERT ANG       
 OZ0867
 OZ0867.Superseded values are not recommended for survey control.
 OZ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0867.See file dsdata.txt to determine how the superseded data were derived.
 OZ0867
 OZ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2851184698(NAD 83)
 OZ0867_MARKER: DD = SURVEY DISK
 OZ0867_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0867_SP_SET: SET IN ROCK OUTCROP
 OZ0867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0867+STABILITY: POSITION/ELEVATION WELL
 OZ0867
 OZ0867  HISTORY     - Date     Condition        Report By
 OZ0867  HISTORY     - 1957     MONUMENTED       USGS
 OZ0867
 OZ0867                          STATION DESCRIPTION
 OZ0867
 OZ0867'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OZ0867'LOCATED ABOUT 13 MI. NE. OF MOUNTAIN HOME AND 3 MI. S. OF BENNETT
 OZ0867'MTN. L.O., ON A BARE TOP ON W. SIDE OF COLD SPRING CREEK.
 OZ0867'
 OZ0867'TO REACH FROM JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 68 IN
 OZ0867'MOUNTAIN HOME, DRIVE NE. ALONG STATE HIGHWAY 68 FOR 17.2 MI. TO A
 OZ0867'T-RD. E. AND SIGN --BENNETT LO 7 MILES--, TURN RIGHT THROUGH GATE FOR
 OZ0867'0.4 MI. TO RD. FORKS, TAKE RIGHT FORK AND CONTINUE 1.0 MI. TO DIM
 OZ0867'CROSSROADS, CONTINUE STRAIGHT AHEAD 4.3 MI. TO T-RD. AND SIGN --L O
 OZ0867'1 MILE--, CONTINUE STRAIGHT AHEAD DOWN HILL FOR 0.5 MI. TO RD. FORKS
 OZ0867'NEAR CABIN, TAKE LEFT FORK AND CONTINUE 0.6 MI. AS RD. MAKES
 OZ0867'HORSESHOE LOOP AROUND A MEADOW TO RD. FORKS, TAKE RIGHT FORK 0.8 MI.
 OZ0867'TO RD. FORKS, TAKE RIGHT FORK 0.6 MI. TO DIM RD. FORKS, TAKE FORK 3.1
 OZ0867'MI. TO WIRE CORRAL AND DIM RD. FORKS, TAKE LEFT FORK 0.1 MI. TO
 OZ0867'SADDLE.  LEAVE TRUCK AND CLIMB S. TO TOP AND STATION.  A 10-MINUTE
 OZ0867'PACK.
 OZ0867'
 OZ0867'STATION MARK--STANDARD TABLET STAMPED---HENLEY 1957---, CEMENTED IN
 OZ0867'ROCK.
 OZ0867'
 OZ0867'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 OZ0867'1957---, CEMENTED IN ROCK, 67.57 FT. FROM STATION MARK,
 OZ0867'S 31 DEG 12 MIN W.
 OZ0867'
 OZ0867'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 OZ0867'1957---, CEMENTED IN ROCK, 102.15 FT. FROM STATION MARK,
 OZ0867'N 74 DEG 27 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0528 ***********************************************************************
 NT0528  DESIGNATION -  HENRY
 NT0528  PID         -  NT0528
 NT0528  STATE/COUNTY-  ID/CARIBOU
 NT0528  USGS QUAD   -  WAYAN WEST (1980)
 NT0528
 NT0528                         *CURRENT SURVEY CONTROL
 NT0528  ___________________________________________________________________
 NT0528* NAD 83(1992)-  42 55 14.90043(N)    111 24 15.05304(W)     ADJUSTED  
 NT0528* NAVD 88     -      2540.     (meters)    8333.     (feet)  SCALED    
 NT0528  ___________________________________________________________________
 NT0528  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 NT0528  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 NT0528
 NT0528  HORZ ORDER  -  THIRD
 NT0528
 NT0528.The horizontal coordinates were established by classical geodetic methods
 NT0528.and adjusted by the National Geodetic Survey in July 1992..
 NT0528
 NT0528.The orthometric height was scaled from a topographic map.
 NT0528
 NT0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0528
 NT0528.The geoid height was determined by GEOID03.
 NT0528
 NT0528;                    North         East     Units Scale Factor Converg.
 NT0528;SPC ID E     -   139,583.250   262,250.436   MT  0.99999502   +0 31 09.3
 NT0528;UTM  12      - 4,752,099.694   467,013.542   MT  0.99961339   -0 16 30.9
 NT0528
 NT0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0528!SPC ID E     -   0.99960354  x   0.99999502  =   0.99959856
 NT0528!UTM  12      -   0.99960354  x   0.99961339  =   0.99921708
 NT0528
 NT0528:                Primary Azimuth Mark                     Grid Az
 NT0528:SPC ID E     -  CAMP                                     290 10 39.5
 NT0528:UTM  12      -  CAMP                                     290 58 19.7
 NT0528
 NT0528|---------------------------------------------------------------------|
 NT0528| PID    Reference Object                     Distance      Geod. Az  |
 NT0528|                                                           dddmmss.s |
 NT0528| NT0582 CAMP                                APPROX.12.9 KM 2904148.8 |
 NT0528|---------------------------------------------------------------------|
 NT0528
 NT0528                          SUPERSEDED SURVEY CONTROL
 NT0528
 NT0528  NAD 83(1986)-  42 55 14.88962(N)    111 24 15.04803(W) AD(       ) 3
 NT0528  NAD 27      -  42 55 15.18000(N)    111 24 12.25100(W) AD(       ) 3
 NT0528
 NT0528.Superseded values are not recommended for survey control.
 NT0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0528.See file dsdata.txt to determine how the superseded data were derived.
 NT0528
 NT0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN6701452100(NAD 83)
 NT0528_MARKER: DD = SURVEY DISK
 NT0528_SETTING: 66 = SET IN ROCK OUTCROP
 NT0528_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 NT0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0528+STABILITY: POSITION/ELEVATION WELL
 NT0528
 NT0528  HISTORY     - Date     Condition        Report By
 NT0528  HISTORY     - 1915     MONUMENTED       USGS
 NT0528  HISTORY     - 1947     GOOD             USGS
 NT0528
 NT0528                          STATION DESCRIPTION
 NT0528
 NT0528'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 NT0528'STATION HENRY IS LOCATED ABOUT 19 MILES WEST-SOUTHWEST OF
 NT0528'FREEDOM, WYOMING, 6-1/2 MILES, AIRLINE, EAST OF HENRY POST
 NT0528'OFFICE, 5 MILES, AIRLINE, SOUTH OF WAYAN POST OFFICE, AND 2
 NT0528'MILES EAST OF A COUNTY ROAD.  IT IS ON A HIGH PROMINENT, BARREN
 NT0528'PEAK WHICH HAS TREES ON ITS NORTHERN SLOPES AND IS THE HIGHEST
 NT0528'MOUNTAIN IN THE VICINITY.  STATION HENRY (USGS) IS JUST WEST
 NT0528'OF THE STATION.
 NT0528'
 NT0528'STATION HENRY (USGS) IS A STANDARD USGS DISC CEMENTED IN A
 NT0528'DRILL HOLE IN A DEPRESSION IN BEDROCK.  IT IS 8 INCHES BELOW
 NT0528'THE SURFACE OF THE GROUND AND IS NOT STAMPED.  NOTE--THE DISC
 NT0528'HAS BEEN BROKEN LOSE FROM THE SHANK HOWEVER THE SHANK IS
 NT0528'INTACT.
 NT0528
 NT0528                          STATION RECOVERY (1947)
 NT0528
 NT0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 NT0528'STATION MARK--TABLET SET UNDER SIGNAL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1146 ***********************************************************************
 PY1146  DESIGNATION -  HENRY
 PY1146  PID         -  PY1146
 PY1146  STATE/COUNTY-  ID/FREMONT
 PY1146  USGS QUAD   -  BIG SPRINGS (1964)
 PY1146
 PY1146                         *CURRENT SURVEY CONTROL
 PY1146  ___________________________________________________________________
 PY1146* NAD 83(1992)-  44 37 04.88990(N)    111 21 23.03685(W)     ADJUSTED  
 PY1146* NAVD 88     -      2005.3    (meters)    6579.     (feet)  VERTCON   
 PY1146  ___________________________________________________________________
 PY1146  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 PY1146  GEOID HEIGHT-          -8.94  (meters)                     GEOID03
 PY1146
 PY1146  HORZ ORDER  -  THIRD
 PY1146
 PY1146.The horizontal coordinates were established by classical geodetic methods
 PY1146.and adjusted by the National Geodetic Survey in July 1992..
 PY1146
 PY1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1146
 PY1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1146
 PY1146.The geoid height was determined by GEOID03.
 PY1146
 PY1146;                    North         East     Units Scale Factor Converg.
 PY1146;SPC ID E     -   328,184.840   264,306.733   MT  0.99999820   +0 34 08.9
 PY1146;UTM  12      - 4,940,581.010   471,724.287   MT  0.99960983   -0 15 01.2
 PY1146
 PY1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1146!SPC ID E     -   0.99968708  x   0.99999820  =   0.99968528
 PY1146!UTM  12      -   0.99968708  x   0.99960983  =   0.99929703
 PY1146
 PY1146:                Primary Azimuth Mark                     Grid Az
 PY1146:SPC ID E     -  TWO TOP                                  083 32 39.1
 PY1146:UTM  12      -  TWO TOP                                  084 21 49.2
 PY1146
 PY1146|---------------------------------------------------------------------|
 PY1146| PID    Reference Object                     Distance      Geod. Az  |
 PY1146|                                                           dddmmss.s |
 PY1146| PY1144 TWO TOP                             APPROX. 7.7 KM 0840648.0 |
 PY1146|---------------------------------------------------------------------|
 PY1146
 PY1146                          SUPERSEDED SURVEY CONTROL
 PY1146
 PY1146  NAD 83(1986)-  44 37 04.91374(N)    111 21 23.02798(W) AD(       ) 3
 PY1146  NAD 27      -  44 37 05.19487(N)    111 21 20.20301(W) AD(       ) 3
 PY1146  NGVD 29 (07/19/86) 2004.1    (m)         6575.     (f) VERT ANG       
 PY1146
 PY1146.Superseded values are not recommended for survey control.
 PY1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1146.See file dsdata.txt to determine how the superseded data were derived.
 PY1146
 PY1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ7172440581(NAD 83)
 PY1146_MARKER: DD = SURVEY DISK
 PY1146_SETTING: 0 = UNSPECIFIED SETTING
 PY1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1146
 PY1146  HISTORY     - Date     Condition        Report By
 PY1146  HISTORY     - 1963     MONUMENTED       USGS
 PY1146
 PY1146                          STATION DESCRIPTION
 PY1146
 PY1146'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 PY1146'LOCATED 8 MI. N. OF MACKS INN, 5.5 MI. (AIRLINE) NE. OF SAWTELLE
 PY1146'PEAK, AND ABOUT 1 MI. S. OF HENRYS LAKE, AT THE S. SIDE OF THE RD.
 PY1146'LEADING TO HENRYS LAKE.
 PY1146'
 PY1146'TO REACH FROM MACKS INN, DRIVE N. ON U.S. HIGHWAYS 20 AND 191 8.9 MI.
 PY1146'TO A T-RD. W. AND A SIGNBOARD READING --HENRYS LAKE PUBLIC ACCESS
 PY1146'RD.--, TURN LEFT, DRIVE 1.1 MI. TO CATTLEGUARD AND THE STATION MARK
 PY1146'ON THE LEFT.
 PY1146'
 PY1146'STATION MARK--STANDARD TABLET STAMPED---HENRY 1963--- SET IN THE
 PY1146'TOP OF A CONCRETE POST, PROJECTING 10 IN.
 PY1146'
 PY1146'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 PY1146'---HENRY NO 1 1963---, SET IN CONCRETE FOUNDATION OF CATTLEGUARD,
 PY1146'50.79 FT. FROM STATION MARK, N 66 DEG 23 MIN W.
 PY1146'
 PY1146'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 PY1146'---NO 2 1963--- SET IN CONCRETE 79.63 FT. SW. OF THE STATION MARK,
 PY1146'S 35 DEG 55 MIN W, AND 0.4 FT. BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0529 ***********************************************************************
 NT0529  DESIGNATION -  HENRY RESET
 NT0529  PID         -  NT0529
 NT0529  STATE/COUNTY-  ID/CARIBOU
 NT0529  USGS QUAD   -  WAYAN WEST (1980)
 NT0529
 NT0529                         *CURRENT SURVEY CONTROL
 NT0529  ___________________________________________________________________
 NT0529* NAD 83(1992)-  42 55 14.77640(N)    111 24 14.96573(W)     ADJUSTED  
 NT0529* NAVD 88     -      2540.5    (meters)    8335.     (feet)  VERTCON   
 NT0529  ___________________________________________________________________
 NT0529  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 NT0529  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 NT0529
 NT0529  HORZ ORDER  -  FIRST
 NT0529
 NT0529.The horizontal coordinates were established by classical geodetic methods
 NT0529.and adjusted by the National Geodetic Survey in July 1992..
 NT0529
 NT0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0529
 NT0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0529
 NT0529.The geoid height was determined by GEOID03.
 NT0529
 NT0529;                    North         East     Units Scale Factor Converg.
 NT0529;SPC ID E     -   139,579.440   262,252.451   MT  0.99999503   +0 31 09.4
 NT0529;UTM  12      - 4,752,095.859   467,015.503   MT  0.99961338   -0 16 30.8
 NT0529
 NT0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0529!SPC ID E     -   0.99960351  x   0.99999503  =   0.99959854
 NT0529!UTM  12      -   0.99960351  x   0.99961338  =   0.99921704
 NT0529
 NT0529:                Primary Azimuth Mark                     Grid Az
 NT0529:SPC ID E     -  STUMP                                    096 23 02.5
 NT0529:UTM  12      -  STUMP                                    097 10 42.7
 NT0529
 NT0529|---------------------------------------------------------------------|
 NT0529| PID    Reference Object                     Distance      Geod. Az  |
 NT0529|                                                           dddmmss.s |
 NT0529| NT0493 STUMP                               APPROX.17.6 KM 0965411.9 |
 NT0529| NT0166 R 44                                               2703303.3 |
 NT0529| CM4842 HENRY RM 2                            6.378 METERS 30532     |
 NT0529| NT0528 HENRY                                 4.310 METERS 33052     |
 NT0529| CM4841 HENRY RM 1                            6.905 METERS 34756     |
 NT0529|---------------------------------------------------------------------|
 NT0529
 NT0529                          SUPERSEDED SURVEY CONTROL
 NT0529
 NT0529  NAD 83(1986)-  42 55 14.76764(N)    111 24 14.95550(W) AD(       ) 1
 NT0529  NAD 27      -  42 55 15.05600(N)    111 24 12.16400(W) AD(       ) 1
 NT0529  NGVD 29 (07/19/86) 2539.2    (m)         8331.     (f) VERT ANG       
 NT0529
 NT0529.Superseded values are not recommended for survey control.
 NT0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0529.See file dsdata.txt to determine how the superseded data were derived.
 NT0529
 NT0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN6701652096(NAD 83)
 NT0529_MARKER: Z = SEE DESCRIPTION
 NT0529_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0529
 NT0529  HISTORY     - Date     Condition        Report By
 NT0529  HISTORY     - 1915     MONUMENTED       CGS
 NT0529  HISTORY     - 1946     SEE DESCRIPTION  CGS
 NT0529  HISTORY     - 1963     GOOD             CGS
 NT0529  HISTORY     - 1966     GOOD             USGS
 NT0529  HISTORY     - 1982     GOOD             NGS
 NT0529
 NT0529                          STATION DESCRIPTION
 NT0529
 NT0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CVH)
 NT0529'STATION IS ABOUT 6-1/2 MILES E OF HENRY POST OFFICE IN A
 NT0529'BALD-TOPPED HILL WITH PINE TREES ON THE N SLOPE.
 NT0529'
 NT0529'IT WAS MARKED BY A WOODEN STAKE.  IT MAY BE RECOVERED BY REFERENCE
 NT0529'TO HENRY, WHICH IS MARKED BY A U.S.G.S. MARKER AND CAIRN.
 NT0529
 NT0529                          STATION RECOVERY (1946)
 NT0529
 NT0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0529'THE STATION IS LOCATED ABOUT 19 MILES WEST-SOUTHWEST OF
 NT0529'FREEDOM, WYOMING, 6-1/2 MILES, AIRLINE, EAST OF HENRY POST
 NT0529'OFFICE, 5 MILES, AIRLINE, SOUTH OF WAYAN POST OFFICE, AND 2
 NT0529'MILES EAST OF A COUNTY ROAD.  IT IS ON A HIGH PROMINENT, BARREN
 NT0529'PEAK WHICH HAS TREES ON ITS NORTHERN SLOPES AND IS THE HIGHEST
 NT0529'MOUNTAIN IN THE VICINITY.  STATION HENRY (USGS) IS JUST WEST
 NT0529'OF THE STATION.
 NT0529'
 NT0529'THE OLD STATION MARK WHICH CONSISTED OF A NAIL IN THE TOP
 NT0529'OF A STAKE WAS RECOVERED AND A NEW MARK WAS PUT IN ITS PLACE.
 NT0529'THE NEW MARK IS A STANDARD DISC WELDED IN THE TOP OF A THREE
 NT0529'INCH CAST IRON SOIL PIPE WHICH PROJECTS 5 INCHES ABOVE THE
 NT0529'SURFACE OF THE GROUND.  IT IS ABOUT 50 FEET NORTHWEST OF THE
 NT0529'HIGHEST POINT OF THE PEAK AND ABOUT 2 FEET LOWER.  IT IS STAMPED
 NT0529'HENRY 1915 AND 1946.
 NT0529'
 NT0529'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK
 NT0529'NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL HOLE IN OUTCROPPING
 NT0529'BEDROCK WHICH PROJECTS ABOUT 4 INCHES AND IS 1 FOOT BY 1-1/2
 NT0529'FOOT.  IS 2 FEET LOWER THAN THE STATION MARK AND IS STAMPED
 NT0529'HENRY NO 1 1946
 NT0529'
 NT0529'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL
 NT0529'HOLE IN OUTCROPPING BEDROCK ON THE WESTERN SLOPE OF THE PEAK.
 NT0529'THE EXPOSED PORTION OF THE ROCK IS 1 FT X 2 FT AND PROJECTS
 NT0529'4 INCHES.  IT IS 1-1/2 FOOT LOWER THAN THE STATION MARK AND
 NT0529'IS STAMPED HENRY NO 2 1946
 NT0529'
 NT0529'STATION HENRY (USGS) IS A STANDARD USGS DISC CEMENTED IN A
 NT0529'DRILL HOLE IN A DEPRESSION IN BEDROCK.  IT IS 8 INCHES BELOW
 NT0529'THE SURFACE OF THE GROUND AND IS NOT STAMPED.  NOTE--THE DISC
 NT0529'HAS BEEN BROKEN LOSE FROM THE SHANK HOWEVER THE SHANK IS
 NT0529'INTACT.
 NT0529'
 NT0529'THE AZIMUTH MARK IS A STANDARD USC AND GS BENCH MARK DISC SET
 NT0529'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST WHICH PROJECTS
 NT0529'8 INCHES.  IT IS 25 FEET WEST OF THE COUNTY ROAD WHINH IS
 NT0529'ENROUTE TO THE STATION, AND 6 FEET HIGHER.  AND 75 YARDS
 NT0529'NORTHWEST OF A FARM HOUSE.  IT IS STAMPED R 44 1934.
 NT0529'
 NT0529'NO SUITABLE OBJECT WAS FOUND FOR A SUBSTITUTE CONTROL STATION.
 NT0529'
 NT0529'TO REACH THE STATION FROM FREEDOM, WYOMING GO NORTH ON A
 NT0529'GRAVELED ROAD FOR 1.0 MILE.  TURN LEFT, WEST ON A GRAVELED
 NT0529'ROAD AND FOLLOW THE MAIN-TRAVELED-ROAD WEST FOR 20.1 MILES
 NT0529'TO THE WAYAN STORE AND POST OFFICE.  TURN SHARP LEFT, SOUTH,
 NT0529'AND GO 1.0 MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT
 NT0529'AHEAD 1.1 MILES TO CROSSROADS AND SIGN ON LEFT GRAVEL CREEK.
 NT0529'CONTINUE STRAIGHT AHEAD 0.3 MILE TO FORKS.  TAKE THE LEFT
 NT0529'FORK AND GO 4.9 MILES TO A GATE AT FARM YARD.  THE AZIMUTH
 NT0529'MARK IS ABOUT 150 YARDS NORTH OF THIS POINT.  TURN LEFT
 NT0529'THROUGH THE GATE THEN PASS THROUGH A WIRE GATE ON THE SOUTH
 NT0529'SIDE OF A BARN AND FOLLOW A TRACK ROAD EASTERLY UP DRAW
 NT0529'0.4 MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE UP
 NT0529'GRADE 1.5 MILE TO A SADDLE.  CONTINUE DOWN GRADE EASTERLY
 NT0529'ON THE TRACK ROAD FOR 1.2 MILES TO A POINT WHERE THE TRACKS
 NT0529'BEAR SHARP LEFT, NORTHWESTERLY.  CONTINUE 0.3 MILE TO THE
 NT0529'END OF THE ROAD.  FROM HERE THE STATION IS NORTHWEST AND
 NT0529'THE RIDGE LEADING TO IT MAY BE SEEN TO THE NORTH.  WORK
 NT0529'WAY TO THE SOUTHEAST END OF THE RIDGE FOR A DISTANCE OF
 NT0529'ABOUT 0.5 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 NT0529'NORTHERLY TO TOP OF RIDGE THENCE NORTHWEST ALONG TOP OF RIDGE
 NT0529'TO THE HIGHEST POINT AND STATION.  A 1-1/2 HOUR PACK.
 NT0529
 NT0529                          STATION RECOVERY (1963)
 NT0529
 NT0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NT0529'STATION WAS VISITED BY A LIGHTKEEPER ONLY.  ALL MARKS RECOVERED
 NT0529'IN GOOD CONDITION.  A NEW ROUTE WAS USED TO REACH THE STATION
 NT0529'AS FOLLOWS.
 NT0529'
 NT0529'TO REACH FROM THE CITY HALL IN SODA SPRINGS, GO NORTH, EAST
 NT0529'AND THEN NORTHERLY ON STATE HIGHWAY 34 FOR 21.2 MILES TO THE
 NT0529'TOWN OF HENRY AND CONOCO GAS STATION ON THE RIGHT.  CONTINUE
 NT0529'AHEAD ON HIGHWAY 34 FOR 1.45 MILES TO A GRAVELED SIDE ROAD
 NT0529'RIGHT.  TURN RIGHT AND GO EASTERLY FOR 3.3 MILES TO A SIDE
 NT0529'ROAD RIGHT AND SIGN LONG VALLEY RD.  CONTINUE STRAIGHT AHEAD
 NT0529'ON GRAVELED ROAD FOR 2.45 MILES TO A FORK (WHICH IS THE OLD
 NT0529'ROAD PARALLELING THE NEW ROAD).  TAKE THE OLD ROAD, RIGHT
 NT0529'FORK, AND GO 0.45 MILE TO A DIM ROAD RIGHT, JUST BEFORE
 NT0529'REACHING THE NEW ROAD AGAIN.  TURN RIGHT ON DIM ROAD AND
 NT0529'GO 0.4 MILE TO TOP OF A RISE AND DIM AND NARROW ROAD ON
 NT0529'LEFT THROUGH TREES.  TURN LEFT, FOLLOW NARROW ROAD THROUGH
 NT0529'TREES AND UP STEEP SLOPE FOR 0.4 MILE TO A GROUP OF ASPEN
 NT0529'TREES AND THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH,
 NT0529'THROUGH TREES, THEN EAST UP STEEP SLOPE TO TOP OF RIDGE,
 NT0529'THEN SOUTH SOUTHEAST ALONG RIDGE TO THE EXTREME SOUTH END
 NT0529'AND THE HIGHEST POINT AND STATION.
 NT0529'
 NT0529'FOUR WHEEL DRIVE TRUCK PLUS 1-1/2 HOUR PACK.
 NT0529'
 NT0529'HEIGHT OF STAND 1.17 METERS
 NT0529'
 NT0529'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 NT0529
 NT0529                          STATION RECOVERY (1966)
 NT0529
 NT0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NT0529'STATION MARK--A STANDARD DISC STAMPED ---HENRY 1915 AND 1946---,
 NT0529'WELDED IN THE TOP OF A THREE INCH CAST IRON SOIL PIPE WHICH
 NT0529'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 NT0529
 NT0529                          STATION RECOVERY (1982)
 NT0529
 NT0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DCF)
 NT0529'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 NT0529'GOOD CONDITION.  THE AZIMUTH MARK (BM R 44 1934) WAS SEARCHED FOR
 NT0529'BUT NOT FOUND.
 NT0529'THE DIRECTION BETWEEN THE
 NT0529'REFERENCE MARKS DID CHECK THE OLD DATA.  THE DISTANCE TO
 NT0529'REFERENCE MARK 2 DID CHECK THE OLD DATA, HOWEVER THE DISTANCE TO
 NT0529'REFERENCE MARK 1 WAS NOTED TO BE LONGER BY 0.006 METER.
 NT0529'
 NT0529'THE STATION IS LOCATED ABOUT 35 KM (22 MI) WEST-SOUTHWEST OF
 NT0529'FREEDOM, WYOMING, 5 KM (3 MI) SOUTH-SOUTHWEST OF WAYAN, IN THE
 NT0529'GRAYS RANGE, IN THE CARIBOU NATIONAL FOREST, IN THE NORTH AND
 NT0529'CENTER OF SEC 3, R43E, T6S, AND ON THE SOUTHERN MOST
 NT0529'OF FOUR HIGH POINTS ON A RIDGE.
 NT0529'OWNERSHIP--U.S. DEPARTMENT OF AGRICULTURE, NATIONAL FOREST
 NT0529'SERVICE, RIRIE HIGHWAY, IDAHO FALLS, IDAHO 83401, TELEPHONE 208
 NT0529'523-1412.
 NT0529'
 NT0529'TO REACH THE STATION FROM THE POST OFFICE IN FREEDOM, WYOMING,
 NT0529'GO NORTH ON A PAVED ROAD FOR 1.6 KM (1.0 MI) TO A PAVED ROAD LEFT.
 NT0529'TURN LEFT, WEST, ON IDAHO STATE HIGHWAY 34 FOR 20.0 KM (12.4 MI)
 NT0529'TO A DIRT ROAD RIGHT, BRIDGE CREEK ROAD.  CONTINUE AHEAD FOR
 NT0529'11.4 KM (7.1 MI) TO A REVERSE FORK LEFT AT THE WAYAN COMUNITY STORE
 NT0529'AND POST OFFICE.  CONTINUE AHEAD FOR 5.0 KM (3.1 MI) TO A PAVED
 NT0529'ROAD LEFT.  TURN LEFT, SOUTH, FOR 4.3 KM (2.65 MI) TO A
 NT0529'REVERSE FORK RIGHT.  TURN RIGHT, WEST,  UPHILL, ON A DIRT ROAD FOR
 NT0529'2.4 KM (1.5 MI) TO HIGH GROUND AND A ROCK FORMATION ON THE RIGHT.
 NT0529'CONTINUE AHEAD FOR 0.8 KM (0.5 MI) TO A FORK LEFT.  BEAR LEFT,
 NT0529'DOWNHILL FOR 0.08 KM ( 0.05 MI) TO A REVERSE FORK LEFT.  DO NOT GO
 NT0529'ANY FURTHER IF THE ROAD IS WET.  TURN SHARP LEFT ON A WOODS ROAD
 NT0529'FOR 0.2 KM (0.15 MI) TO A FENCE AROUND A SPRING ON THE RIGHT.
 NT0529'BEAR RIGHT AND CONTINUE AHEAD ON THE WOODS ROAD FOR 0.4 KM
 NT0529'(0.25 MI) TO A BENCH AND A CLEARING AND END OF
 NT0529'TRUCK TRAVEL.  PACK SOUTHEAST
 NT0529'ON A NARROW ROAD THRU ASPENS FOR ABOUT 0.15 KM (0.1 MI)
 NT0529'TO A BARE RIDGE ON THE LEFT.  BEAR LEFT, UPHILL, FOR ABOUT 0.3 KM
 NT0529'(0.2 MI) TO A BENCH, THEN BEAR RIGHT TOWARDS THE TREE LINE.  PASS
 NT0529'THROUGH THE TREE LINE, THEN CLIMB A STEEP RIDGE FOR ABOUT 1.2 KM
 NT0529'(3/4 MI) TO A POINT ABOUT 60 M. (200 FT) BELOW A PEAK.  BEAR
 NT0529'RIGHT, SOUTHEASTERLY, ACROSS SEVERAL PEAKS FOR ABOUT 1.6 KM (1 MI)
 NT0529'TO HIGH GROUND AND THE STATION.
 NT0529'
 NT0529'THE STATION IS A STANDARD CGS DISK
 NT0529'STAMPED---HENRY 1915 1946---,
 NT0529'WELDED TO THE TOP OF A 10 CM DIAMETER PIPE, PROJECTING 17 CM,
 NT0529'WHICH IS SET INTO THE GROUND. IT IS LOCATED
 NT0529'4.97 METERS (16.3 FT) SOUTH-SOUTHEAST FROM A ROCK CAIRN.
 NT0529'
 NT0529'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 NT0529'STAMPED---HENRY NO 1 1946---,
 NT0529'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 NT0529'3.2 METERS (10.5 FT) NORTHEAST FROM A ROCK CAIRN.
 NT0529'MARK IS BELOW STATION 0.3 METER.
 NT0529'
 NT0529'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 NT0529'STAMPED---HENRY NO 2 1946---,
 NT0529'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 NT0529'3.0 METERS (10.0 FT) WEST FROM A ROCK CAIRN.
 NT0529'MARK IS BELOW STATION 0.3 METER.
 NT0529'
 NT0529'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0911 ***********************************************************************
 OZ0911  DESIGNATION -  HERD
 OZ0911  PID         -  OZ0911
 OZ0911  STATE/COUNTY-  ID/CUSTER
 OZ0911  USGS QUAD   -  HERD PEAK (1967)
 OZ0911
 OZ0911                         *CURRENT SURVEY CONTROL
 OZ0911  ___________________________________________________________________
 OZ0911* NAD 83(1992)-  43 59 10.02701(N)    114 13 33.00920(W)     ADJUSTED  
 OZ0911* NAVD 88     -      3006.3    (meters)    9863.     (feet)  VERTCON   
 OZ0911  ___________________________________________________________________
 OZ0911  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 OZ0911  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 OZ0911
 OZ0911  HORZ ORDER  -  FIRST
 OZ0911
 OZ0911.The horizontal coordinates were established by classical geodetic methods
 OZ0911.and adjusted by the National Geodetic Survey in July 1992..
 OZ0911
 OZ0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0911
 OZ0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0911
 OZ0911.The geoid height was determined by GEOID03.
 OZ0911
 OZ0911;                    North         East     Units Scale Factor Converg.
 OZ0911;SPC ID C     -   257,677.684   481,883.292   MT  0.99995140   -0 09 24.6
 OZ0911;UTM  11      - 4,874,072.944   722,471.193   MT  1.00020877   +1 55 38.6
 OZ0911
 OZ0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0911!SPC ID C     -   0.99953063  x   0.99995140  =   0.99948205
 OZ0911!UTM  11      -   0.99953063  x   1.00020877  =   0.99973930
 OZ0911
 OZ0911|---------------------------------------------------------------------|
 OZ0911| PID    Reference Object                     Distance      Geod. Az  |
 OZ0911|                                                           dddmmss.s |
 OZ0911| CD5231 HERD RM 2                             9.131 METERS 01622     |
 OZ0911| OZ0912 HERD RM CHIS CROSS                    0.110 METERS 04729     |
 OZ0911| CD5229 HERD AZ MK                                         1042733.5 |
 OZ0911| CD5230 HERD RM 1                            13.644 METERS 27051     |
 OZ0911|---------------------------------------------------------------------|
 OZ0911
 OZ0911                          SUPERSEDED SURVEY CONTROL
 OZ0911
 OZ0911  NAD 83(1986)-  43 59 10.02510(N)    114 13 33.00296(W) AD(       ) 1
 OZ0911  NAD 27      -  43 59 10.32094(N)    114 13 29.80653(W) AD(       ) 1
 OZ0911  NGVD 29 (07/19/86) 3004.9    (m)         9859.     (f) VERT ANG       
 OZ0911
 OZ0911.Superseded values are not recommended for survey control.
 OZ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0911.See file dsdata.txt to determine how the superseded data were derived.
 OZ0911
 OZ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ2247174073(NAD 83)
 OZ0911_MARKER: DD = SURVEY DISK
 OZ0911_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0911
 OZ0911  HISTORY     - Date     Condition        Report By
 OZ0911  HISTORY     - UNK      MONUMENTED       USFS
 OZ0911  HISTORY     - 1961     GOOD             USGS
 OZ0911  HISTORY     - 1965     GOOD             CGS
 OZ0911  HISTORY     - 1967     GOOD             USGS
 OZ0911
 OZ0911                          STATION DESCRIPTION
 OZ0911
 OZ0911'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 OZ0911'LOCATED BY USING DESCRIPTION TO HERD USGS (1915).  STATION
 OZ0911'REACHED BY HELICOPTER.
 OZ0911'
 OZ0911'STATION MARK--USDA FS TABLET, UNSTAMPED, IMBEDDED IN GRANITE
 OZ0911'BOULDER 0.3 FT W. OF 1915 CHISELED CROSS RM 1.
 OZ0911'
 OZ0911'RM 1--STANDARD TABLET STAMPED---REF NO 1 1961---.
 OZ0911'
 OZ0911'RM 2--DRILL HOLE IN GRANITE BOULDER.
 OZ0911
 OZ0911                          STATION RECOVERY (1965)
 OZ0911
 OZ0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 OZ0911'THE STATION IS LOCATED ABOUT 31-1/2 MILES WEST-NORTHWEST OF
 OZ0911'MACKAY, 22-1/2 MILES NORTH-NORTHEAST OF KETCHUM, 21-1/2 MILES
 OZ0911'SOUTHEAST OF CLAYTON AND ON THE HIGHEST POINT OF A HIGH GRASSY
 OZ0911'RIDGE KNOWN AS HERD PEAK.
 OZ0911'
 OZ0911'TO REACH THE STATION FROM THE POST OFFICE IN MACKAY, GO SOUTH
 OZ0911'FOR 0.05 MILE TO THE JUNCTION OF HIGHWAY 93 A.  TURN RIGHT AND
 OZ0911'GO WEST ON HIGHWAY 93 A FOR 15.5 MILES TO A SIDE ROAD LEFT.  TURN
 OZ0911'LEFT AND GO SOUTHWEST ON TRAIL CREEK ROAD FOR 17.9 MILES TO
 OZ0911'A Y-FORK AND A SIGN COPPER BASIN AND THE END OF TRUCK
 OZ0911'TRAVEL.  A HELICOPTER WAS USED TO REACH THE STATION FROM
 OZ0911'THIS POINT.  FROM HERE FLY A TRUE COURSE OF 313 DEGREES
 OZ0911'FOR 7 MILES TO A ROCKY POINT ON THE WEST END OF A HIGH GRASSEY
 OZ0911'RIDGE AND THE STATION.  THE ELEVATION OF THE POINT IS 9900
 OZ0911'FEET.
 OZ0911'
 OZ0911'THE STATION MARK IS A U.S. FOREST SERVICE DISK WITH NO
 OZ0911'STAMPING, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 OZ0911'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 OZ0911'
 OZ0911'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 OZ0911'NO 1 1961, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 OZ0911'THAT PROJECTS 3 FEET AND IT IS APPROXIMATELY THE SAME
 OZ0911'ELEVATION AS THE STATION MARK.
 OZ0911'
 OZ0911'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HERD USFS NO 2
 OZ0911'1965, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 OZ0911'6 INCHES AND IT IS ABOUT 6 FEET BELOW THE LEVEL OF THE STATION.
 OZ0911'
 OZ0911'THE CHISELED CROSS IS A U.S. GEOLOGICAL SURVEY STATION CARVED
 OZ0911'INTO THE SAME ROCK AS THE STATION MARK.
 OZ0911'
 OZ0911'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HERD USFS 1965,
 OZ0911'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 OZ0911'PROJECTS 1 FOOT.  IT IS LOCATED ABOUT 1/4 MILE
 OZ0911'EAST-SOUTHEAST OF THE STATION ON A POINTED KNOLL ALONG
 OZ0911'THE SAME RIDGE AS THE STATION.  IT IS A 10 MINUTE PACK TO THE
 OZ0911'AZIMUTH MARK.
 OZ0911'
 OZ0911'THE STATION CAN BE REACHED ON FOOT BY PACKING NORTHERLY UP HORSE
 OZ0911'CREEK FROM A POINT WHERE HORSE CREEK RUNS INTO THE NORTH FORK OF
 OZ0911'HUNTER CREEK.  THIS POINT IS LOCATED ABOUT 4 MILES WEST-NORTHWEST
 OZ0911'OF THE HELICOPTER LANDING MENTIONED ABOVE, 4 MILES AIRLINE
 OZ0911'NORTH-NORTHWEST ALONG A DIRT ROAD THAT JUNCTIONS WITH TRAIL CREEK
 OZ0911'ROAD AND 5 MILES SOUTH-SOUTHEAST OF THE STATION.
 OZ0911'
 OZ0911'A 5 HOUR PACK.
 OZ0911
 OZ0911                          STATION RECOVERY (1967)
 OZ0911
 OZ0911'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OZ0911'RECOVERED AS DESCRIBED.  STATION REACHED BY HELICOPTER.
 OZ0911'
 OZ0911'LOCATED ABOUT 31.5 MI WNW. OF MACKAY,
 OZ0911'22.5 MI NNE. OF KETCHUM, 21.5 MI SE. OF CLAYTON.  ON HIGHEST POINT
 OZ0911'OF HIGH GRASSY RIDGE KNOWN AS HERD PEAK.
 OZ0911'
 OZ0911'TO REACH FROM POST OFFICE IN MACKAY, GO 0.05 MI S. TO JCT. OF
 OZ0911'HWY. 93A.  TURN RIGHT (W.) ON HWY. 93A 15.5 MI TO SIDE RD. LEFT.
 OZ0911'TURN LEFT (SW.) ON TRAIL CREEK RD. 17.9 MI TO Y-FORK, SIGN
 OZ0911'COPPER BASIN AND END OF TRUCK TRAVEL.
 OZ0911'
 OZ0911'STATION MARK--USFS DISK, UNSTAMPED, CEMENTED IN DRILL HOLE IN
 OZ0911'OUTCROPPING BEDROCK, FLUSH WITH GROUND.
 OZ0911'
 OZ0911'RM 1--STANDARD TABLET STAMPED---NO 1 1961---, CEMENTED IN DRILL
 OZ0911'HOLE IN OUTCROPPING BEDROCK PROJECTING 3 FT, ABOUT SAME ELEVATION
 OZ0911'AS STATION MARK.
 OZ0911'
 OZ0911'RM 2--NGS DISK STAMPED---HERD USFS NO 2 1965---, CEMENTED IN DRILL
 OZ0911'HOLE IN OUTCROPPING BEDROCK PROJECTING 6 INCHES, ABOUT 6 FT LOWER
 OZ0911'THAN STATION MARK.
 OZ0911'
 OZ0911'CHISELED CROSS--RM 1 IN 1915, IN SAME ROCK AS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0910 ***********************************************************************
 OZ0910  DESIGNATION -  HERD PK CAIRN
 OZ0910  PID         -  OZ0910
 OZ0910  STATE/COUNTY-  ID/CUSTER
 OZ0910  USGS QUAD   -  HERD PEAK (1967)
 OZ0910
 OZ0910                         *CURRENT SURVEY CONTROL
 OZ0910  ___________________________________________________________________
 OZ0910* NAD 83(1992)-  43 59 10.03642(N)    114 13 33.00709(W)     ADJUSTED  
 OZ0910* NAVD 88     -                                                        
 OZ0910  ___________________________________________________________________
 OZ0910  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 OZ0910  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 OZ0910
 OZ0910  HORZ ORDER  -  THIRD
 OZ0910
 OZ0910.The horizontal coordinates were established by classical geodetic methods
 OZ0910.and adjusted by the National Geodetic Survey in July 1992..
 OZ0910
 OZ0910
 OZ0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0910
 OZ0910.The geoid height was determined by GEOID03.
 OZ0910
 OZ0910;                    North         East     Units Scale Factor Converg.
 OZ0910;SPC ID C     -   257,677.975   481,883.340   MT  0.99995140   -0 09 24.6
 OZ0910;UTM  11      - 4,874,073.235   722,471.230   MT  1.00020877   +1 55 38.6
 OZ0910
 OZ0910                          SUPERSEDED SURVEY CONTROL
 OZ0910
 OZ0910  NAD 83(1986)-  43 59 10.03775(N)    114 13 33.00242(W) AD(       ) 4
 OZ0910  NAD 27      -  43 59 10.33800(N)    114 13 29.83800(W) AD(       ) 3
 OZ0910
 OZ0910.Superseded values are not recommended for survey control.
 OZ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0910.See file dsdata.txt to determine how the superseded data were derived.
 OZ0910
 OZ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ2247174073(NAD 83)
 OZ0910
 OZ0910  HISTORY     - Date     Condition        Report By
 OZ0910  HISTORY     - 1957     MONUMENTED       CGS
 OZ0910
 OZ0910                          STATION DESCRIPTION
 OZ0910
 OZ0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 OZ0910'THE STATION IS LOCATED ABOUT 40 MILES AIRLINE SOUTH OF CHALLIS,
 OZ0910'25 MILES AIRLINE SOUTH SOUTHEAST OF CLAYTON, ON THE HIGHEST
 OZ0910'PART OF A BARE TOP MOUNTAIN.
 OZ0910'
 OZ0910'THE CAIRN IS ABOUT 4 FEET IN DIAMETER AND ABOUT 6 FEET HIGH.
 OZ0910'THE CENTER OF THE TOP OF CAIRN WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1429 ***********************************************************************
 RA1429  DESIGNATION -  HERSHEY PT
 RA1429  PID         -  RA1429
 RA1429  STATE/COUNTY-  ID/IDAHO
 RA1429  USGS QUAD   -  HERSHEY POINT (1963)
 RA1429
 RA1429                         *CURRENT SURVEY CONTROL
 RA1429  ___________________________________________________________________
 RA1429* NAD 83(1992)-  45 18 45.09301(N)    116 07 24.65820(W)     ADJUSTED  
 RA1429* NAVD 88     -      2510.4    (meters)    8236.     (feet)  VERTCON   
 RA1429  ___________________________________________________________________
 RA1429  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 RA1429  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 RA1429
 RA1429  HORZ ORDER  -  THIRD
 RA1429
 RA1429.The horizontal coordinates were established by classical geodetic methods
 RA1429.and adjusted by the National Geodetic Survey in July 1992..
 RA1429
 RA1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1429
 RA1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1429
 RA1429.The geoid height was determined by GEOID03.
 RA1429
 RA1429;                    North         East     Units Scale Factor Converg.
 RA1429;SPC ID W     -   405,104.222   770,711.929   MT  0.99994388   -0 15 56.0
 RA1429;UTM  11      - 5,018,042.633   568,703.735   MT  0.99965804   +0 37 23.4
 RA1429
 RA1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1429!SPC ID W     -   0.99960890  x   0.99994388  =   0.99955280
 RA1429!UTM  11      -   0.99960890  x   0.99965804  =   0.99926707
 RA1429
 RA1429                          SUPERSEDED SURVEY CONTROL
 RA1429
 RA1429  NAD 83(1991)-  45 18 45.09386(N)    116 07 24.65518(W) AD(       ) 3
 RA1429  NGVD 29 (11/04/91) 2509.2    (m)         8232.     (f) VERT ANG       
 RA1429
 RA1429.Superseded values are not recommended for survey control.
 RA1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1429.See file dsdata.txt to determine how the superseded data were derived.
 RA1429
 RA1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6870418043(NAD 83)
 RA1429_MARKER: DD = SURVEY DISK
 RA1429_SETTING: 66 = SET IN ROCK OUTCROP
 RA1429_SP_SET: SET IN ROCK OUTCROP
 RA1429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1429+STABILITY: POSITION/ELEVATION WELL
 RA1429
 RA1429  HISTORY     - Date     Condition        Report By
 RA1429  HISTORY     - 1962     MONUMENTED       USGS
 RA1429
 RA1429                          STATION DESCRIPTION
 RA1429
 RA1429'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RA1429'LOCATED ABOUT 12 MI. SE. OF RIGGINS, 11.9 MI. E. OF LITTLE SALMON
 RA1429'RIVER, 6.2 MI. S. OF SALMON RIVER, AND 3.5 MI. NW. OF AIR STRIP AT
 RA1429'ELK MEADOWS, ON TOP OF ROCKY PEAK ON N. SIDE OF LOOKOUT HOUSE.
 RA1429'
 RA1429'REACHED BY HELICOPTER.
 RA1429'
 RA1429'STATION MARK--STANDARD TABLET STAMPED---HERSHEY PT 1962---, AND
 RA1429'SET IN ROCK IN PLACE.
 RA1429'
 RA1429'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---,
 RA1429'---NO 1 1962---, SET IN ROCK IN PLACE, 19.08 FT. FROM STATION
 RA1429'54 DEGREES 51 MINUTES 35 SECONDS SE.
 RA1429'
 RA1429'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---,
 RA1429'---NO 2 1962---, 35.96 FT. FROM STATION 28 DEGREES 27
 RA1429'MINUTES 31 SECONDS NW.
 RA1429'
 RA1429'U.S. FOREST SERVICE L.O.T. IS 19.95 FT. FROM STATION MARK
 RA1429'12 DEGREES 51 MINUTES 36 SECONDS NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0380 ***********************************************************************
 SV0380  DESIGNATION -  HH 285
 SV0380  PID         -  SV0380
 SV0380  STATE/COUNTY-  ID/KOOTENAI
 SV0380  USGS QUAD   -  RATHDRUM (1996)
 SV0380
 SV0380                         *CURRENT SURVEY CONTROL
 SV0380  ___________________________________________________________________
 SV0380* NAD 83(1986)-  47 45 56.     (N)    116 58 38.     (W)     SCALED    
 SV0380* NAVD 88     -       650.229  (meters)    2133.29   (feet)  ADJUSTED  
 SV0380  ___________________________________________________________________
 SV0380  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 SV0380  DYNAMIC HT  -         650.265 (meters)    2133.41  (feet)  COMP
 SV0380  MODELED GRAV-     980,646.5   (mgal)                       NAVD 88
 SV0380
 SV0380  VERT ORDER  -  FIRST     CLASS II
 SV0380
 SV0380.The horizontal coordinates were scaled from a topographic map and have
 SV0380.an estimated accuracy of +/- 6 seconds.
 SV0380
 SV0380.The orthometric height was determined by differential leveling
 SV0380.and adjusted by the National Geodetic Survey in June 1991..
 SV0380
 SV0380.The geoid height was determined by GEOID03.
 SV0380
 SV0380.The dynamic height is computed by dividing the NAVD 88
 SV0380.geopotential number by the normal gravity value computed on the
 SV0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0380.degrees latitude (g = 980.6199 gals.).
 SV0380
 SV0380.The modeled gravity was interpolated from observed gravity values.
 SV0380
 SV0380;                    North         East    Units  Estimated Accuracy
 SV0380;SPC ID W     -   678,430.      708,010.      MT  (+/- 180 meters Scaled)
 SV0380
 SV0380                          SUPERSEDED SURVEY CONTROL
 SV0380
 SV0380  NGVD 29 (??/??/92)  649.057  (m)         2129.45   (f) ADJ UNCH    1 2
 SV0380
 SV0380.Superseded values are not recommended for survey control.
 SV0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0380.See file dsdata.txt to determine how the superseded data were derived.
 SV0380
 SV0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN017902(NAD 83)
 SV0380_MARKER: DD = SURVEY DISK
 SV0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0380_STAMPING: HH 285 1944 P.T. 193+11.4 40.00
 SV0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0380+STABILITY: SURFACE MOTION
 SV0380
 SV0380  HISTORY     - Date     Condition        Report By
 SV0380  HISTORY     - 1944     MONUMENTED       IDDT
 SV0380  HISTORY     - 1944     GOOD             NGS
 SV0380
 SV0380                          STATION DESCRIPTION
 SV0380
 SV0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0380'2.1 MI NE FROM HAUSER.
 SV0380'2.1 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0380'STATION AT HAUSER, ALONG STATE HIGHWAY NO. 53, SET ON THE NORTHWEST
 SV0380'SIDE OF HIGHWAY FROM THE TRACK, ABOUT 400 FEET NORTHEAST OF A
 SV0380'ABANDONED SERVICE STATION, 40 FEET NORTHWEST OF CENTER-LINE OF A
 SV0380'CONCRETE POST PROJECTING ABOUT SOUTHWEST OF REFERENCE POST, IN THE
 SV0380'FENCE LINE.  A IDAHO STATE HIGHWAY BRONZE RIGHT-OF-WAY DISK SET IN TOP
 SV0380'OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0951 ***********************************************************************
 NU0951  DESIGNATION -  HH 83
 NU0951  PID         -  NU0951
 NU0951  STATE/COUNTY-  ID/CASSIA
 NU0951  USGS QUAD   -  IDAHOME (1978)
 NU0951
 NU0951                         *CURRENT SURVEY CONTROL
 NU0951  ___________________________________________________________________
 NU0951* NAD 83(1986)-  42 24 56.     (N)    113 24 01.     (W)     SCALED    
 NU0951* NAVD 88     -      1348.808  (meters)    4425.21   (feet)  ADJUSTED  
 NU0951  ___________________________________________________________________
 NU0951  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 NU0951  DYNAMIC HT  -        1347.964 (meters)    4422.45  (feet)  COMP
 NU0951  MODELED GRAV-     979,949.3   (mgal)                       NAVD 88
 NU0951
 NU0951  VERT ORDER  -  FIRST     CLASS II
 NU0951
 NU0951.The horizontal coordinates were scaled from a topographic map and have
 NU0951.an estimated accuracy of +/- 6 seconds.
 NU0951
 NU0951.The orthometric height was determined by differential leveling
 NU0951.and adjusted by the National Geodetic Survey in June 1991..
 NU0951.WARNING-Repeat measurements at this control monument indicate possible
 NU0951.vertical movement.
 NU0951
 NU0951.The geoid height was determined by GEOID03.
 NU0951
 NU0951.The dynamic height is computed by dividing the NAVD 88
 NU0951.geopotential number by the normal gravity value computed on the
 NU0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0951.degrees latitude (g = 980.6199 gals.).
 NU0951
 NU0951.The modeled gravity was interpolated from observed gravity values.
 NU0951
 NU0951;                    North         East    Units  Estimated Accuracy
 NU0951;SPC ID C     -    83,350.      549,360.      MT  (+/- 180 meters Scaled)
 NU0951
 NU0951                          SUPERSEDED SURVEY CONTROL
 NU0951
 NU0951  NGVD 29 (??/??/92) 1347.777  (m)         4421.83   (f) ADJ UNCH    1 2
 NU0951
 NU0951.Superseded values are not recommended for survey control.
 NU0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0951.See file dsdata.txt to determine how the superseded data were derived.
 NU0951
 NU0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM025987(NAD 83)
 NU0951_MARKER: DB = BENCH MARK DISK
 NU0951_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU0951_SP_SET: PREFAB CONC. POST IN EARTH
 NU0951_STAMPING: USC AND G SURVEY HH 83
 NU0951_MARK LOGO: CGS   
 NU0951_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0951
 NU0951  HISTORY     - Date     Condition        Report By
 NU0951  HISTORY     - UNK      MONUMENTED       CGS
 NU0951  HISTORY     - 1958     GOOD             NGS
 NU0951  HISTORY     - 19741212 GOOD             USGS
 NU0951
 NU0951                          STATION DESCRIPTION
 NU0951
 NU0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0951'7.8 MI N FROM MALTA.
 NU0951'7.8 MILES NORTH ALONG U.S. HIGHWAY 30 SOUTH FROM THE POST OFFICE AT
 NU0951'MALTA, AT IDAHOME, 48 FEET NORTH-NORTHEAST OF THE CENTER OF THE Y
 NU0951'JUNCTION OF A GRAVEL ROAD SOUTHEAST, 41 FEET NORTHEAST OF THE CENTER
 NU0951'LINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NU0951'26.6 FEET SOUTHWEST OF THE SOUTHWEST STEEL LEG OF AN ABANDONED C.A.A.
 NU0951'AIRWAY BEACON TOWER, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN
 NU0951'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NU0951'NOTE-- THIS MARK IS IN A VALLEY THAT IS IRRIGATED BY WELL WATER.
 NU0951
 NU0951                          STATION RECOVERY (1974)
 NU0951
 NU0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0298 ***********************************************************************
 OY0298  DESIGNATION -  HH 96
 OY0298  PID         -  OY0298
 OY0298  STATE/COUNTY-  ID/BINGHAM
 OY0298  USGS QUAD   -  FIRTH (1979)
 OY0298
 OY0298                         *CURRENT SURVEY CONTROL
 OY0298  ___________________________________________________________________
 OY0298* NAD 83(1986)-  43 18 36.     (N)    112 13 25.     (W)     SCALED    
 OY0298* NAVD 88     -      1391.881  (meters)    4566.53   (feet)  ADJUSTED  
 OY0298  ___________________________________________________________________
 OY0298  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 OY0298  DYNAMIC HT  -        1391.122 (meters)    4564.04  (feet)  COMP
 OY0298  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 OY0298
 OY0298  VERT ORDER  -  SECOND    CLASS 0
 OY0298
 OY0298.The horizontal coordinates were scaled from a topographic map and have
 OY0298.an estimated accuracy of +/- 6 seconds.
 OY0298
 OY0298.The orthometric height was determined by differential leveling
 OY0298.and adjusted by the National Geodetic Survey in June 1991..
 OY0298
 OY0298.The geoid height was determined by GEOID03.
 OY0298
 OY0298.The dynamic height is computed by dividing the NAVD 88
 OY0298.geopotential number by the normal gravity value computed on the
 OY0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0298.degrees latitude (g = 980.6199 gals.).
 OY0298
 OY0298.The modeled gravity was interpolated from observed gravity values.
 OY0298
 OY0298;                    North         East    Units  Estimated Accuracy
 OY0298;SPC ID E     -   182,540.      195,380.      MT  (+/- 180 meters Scaled)
 OY0298
 OY0298                          SUPERSEDED SURVEY CONTROL
 OY0298
 OY0298  NGVD 29 (??/??/92) 1390.801  (m)         4562.99   (f) ADJ UNCH    2 0
 OY0298
 OY0298.Superseded values are not recommended for survey control.
 OY0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0298.See file dsdata.txt to determine how the superseded data were derived.
 OY0298
 OY0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN007959(NAD 83)
 OY0298_MARKER: DB = BENCH MARK DISK
 OY0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0298_SP_SET: ABUTMENT
 OY0298_STAMPING: HH 96 1959
 OY0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0298
 OY0298  HISTORY     - Date     Condition        Report By
 OY0298  HISTORY     - 1959     MONUMENTED       CGS
 OY0298  HISTORY     - 1960     GOOD             NGS
 OY0298
 OY0298                          STATION DESCRIPTION
 OY0298
 OY0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0298'1.6 MI SW FROM RIVERVIEW SCHOOL.
 OY0298'0.5 MILE WEST ALONG A GRAVEL ROAD FROM RIVERVIEW SCHOOL, THENCE 1.1
 OY0298'MILES SOUTHWEST ALONG A TRACK ROAD FOLLOWING A CANAL, 43 FEET
 OY0298'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE NORTHEAST
 OY0298'END OF THE SOUTHEAST ABUTMENT OF A BRIDGE OVER THE CANAL (BRIDGE IS ON
 OY0298'A FARM ROAD CROSSING), NORTHWEST AND ACROSS THE MAIN TRACK ROAD FROM A
 OY0298'SMALL FARM HOUSE, 20.5 FEET NORTHWEST OF A FENCE LINE, 21 FEET
 OY0298'NORTHWEST OF A WITNESS POST.  NOTE-- A NEW WOODEN DECK HAS BEEN PLACED
 OY0298'ON THE BRIDGE.  THE DECK IS ABOUT 10 INCHES HIGHER THAN THE MARK AND
 OY0298'EXTENDS OUT OVER THE MARK ABOUT 15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0791 ***********************************************************************
 PZ0791  DESIGNATION -  HI RESET
 PZ0791  PID         -  PZ0791
 PZ0791  STATE/COUNTY-  ID/LEMHI
 PZ0791  USGS QUAD   -  MAY MOUNTAIN (1989)
 PZ0791
 PZ0791                         *CURRENT SURVEY CONTROL
 PZ0791  ___________________________________________________________________
 PZ0791* NAD 83(1992)-  44 41 12.46915(N)    113 49 56.66266(W)     ADJUSTED  
 PZ0791* NAVD 88     -      3345.6    (meters)   10976.     (feet)  VERTCON   
 PZ0791  ___________________________________________________________________
 PZ0791  LAPLACE CORR-           9.95  (seconds)                    DEFLEC99
 PZ0791  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 PZ0791
 PZ0791  HORZ ORDER  -  THIRD
 PZ0791
 PZ0791.The horizontal coordinates were established by classical geodetic methods
 PZ0791.and adjusted by the National Geodetic Survey in July 1992..
 PZ0791
 PZ0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0791
 PZ0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0791
 PZ0791.The geoid height was determined by GEOID03.
 PZ0791
 PZ0791;                    North         East     Units Scale Factor Converg.
 PZ0791;SPC ID C     -   335,521.004   513,285.327   MT  0.99994954   +0 07 04.3
 PZ0791;UTM  12      - 4,952,061.497   275,549.089   MT  1.00021955   -1 59 33.6
 PZ0791
 PZ0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0791!SPC ID C     -   0.99947761  x   0.99994954  =   0.99942718
 PZ0791!UTM  12      -   0.99947761  x   1.00021955  =   0.99969705
 PZ0791
 PZ0791|---------------------------------------------------------------------|
 PZ0791| PID    Reference Object                     Distance      Geod. Az  |
 PZ0791|                                                           dddmmss.s |
 PZ0791| CN3712 HI RM 2                               4.508 METERS 04202     |
 PZ0791| CN3711 HI RM 1                               7.056 METERS 18257     |
 PZ0791| QA0681 GROUSE 2                            APPROX.24.8 KM 2370722.8 |
 PZ0791|---------------------------------------------------------------------|
 PZ0791
 PZ0791                          SUPERSEDED SURVEY CONTROL
 PZ0791
 PZ0791  NAD 83(1986)-  44 41 12.46685(N)    113 49 56.66028(W) AD(       ) 3
 PZ0791  NAD 27      -  44 41 12.73574(N)    113 49 53.46035(W) AD(       ) 3
 PZ0791  NGVD 29 (07/19/86) 3344.0    (m)        10971.     (f) VERT ANG       
 PZ0791
 PZ0791.Superseded values are not recommended for survey control.
 PZ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0791.See file dsdata.txt to determine how the superseded data were derived.
 PZ0791
 PZ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ7554952061(NAD 83)
 PZ0791_MARKER: DD = SURVEY DISK
 PZ0791_SETTING: 80 = SET IN A BOULDER
 PZ0791_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PZ0791
 PZ0791  HISTORY     - Date     Condition        Report By
 PZ0791  HISTORY     - 1915     MONUMENTED       USGS
 PZ0791  HISTORY     - 1956     GOOD             USGS
 PZ0791
 PZ0791                          STATION DESCRIPTION
 PZ0791
 PZ0791'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 PZ0791'STATION INTERSECTED AS HI PEAK.
 PZ0791'
 PZ0791'STATION MARK--STANDARD TABLET, UNSTAMPED, UNDER LARGE MONUMENT.
 PZ0791
 PZ0791                          STATION RECOVERY (1956)
 PZ0791
 PZ0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0791'RECOVERED AS DESCRIBED.
 PZ0791'
 PZ0791'LOCATED ABOUT 23 MI NE. OF CHALLIS, 10 MI E. OF ELLIS, 7 MI NNE.
 PZ0791'OF MAY.  ON HIGHEST POINT OF HI PEAK, ALSO KNOWN AS MAY MOUNTAIN
 PZ0791'AND BALDY MOUNTAIN.  PEAK IS VERY PROMINENT WHEN VIEWED FROM
 PZ0791'PAHSIMEROI VALLEY.
 PZ0791'
 PZ0791'TO REACH FROM CENTER OF ELLIS, DRIVE 0.05 MI N. ON U.S. HWY. 93
 PZ0791'TO PAVED RD. RIGHT.  TURN RIGHT, ONTO MAY RD. 7.3 MI TO SIDE RD.
 PZ0791'LEFT.  TURN LEFT AS PER SIGN MORGAN CR 3.7 MI TO RANCH AND END
 PZ0791'OF RD.  HORSEPACK E. UP MORGAN CREEK TRAIL ABOUT 4 MI TO WHERE
 PZ0791'TRAIL SWINGS S. INTO TIMBER AFTER CLIMBING UP SAGEBRUSH DRAIN.
 PZ0791'TURN LEFT AND RIDE NE. UP STEEP SIDE HILL TO BENCH.  TURN LEFT AND
 PZ0791'RIDE NW. ALONG BENCH THEN UP STEEP SIDE HILL TO MAIN RIDGE.  TURN
 PZ0791'RIGHT AND RIDE NE. UP RIDGE TO END OF TIMBER AND END OF HORSE
 PZ0791'TRAVEL.  PACK UP RIDGE TO HIGHEST POINT AND STATION.  HORSE
 PZ0791'PACKING TIME IS ABOUT 4-HOURS AND BACK-PACKING TIME IS ABOUT
 PZ0791'1-HOUR.
 PZ0791'
 PZ0791'STATION MARK--STANDARD BM TABLET STAMPED---HI 1956,---CEMENTED
 PZ0791'IN TOP OF LARGE ROCK.
 PZ0791'
 PZ0791'RM 1--STANDARD RM TABLET STAMPED---NO 1 1956,---CEMENTED IN TOP OF
 PZ0791'LARGE ROCK.
 PZ0791'
 PZ0791'RM 2--STANDARD RM TABLET STAMPED---NO 2 1956,---CEMENTED IN TOP
 PZ0791'OF LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1333 ***********************************************************************
 RA1333  DESIGNATION -  HIBBS
 RA1333  PID         -  RA1333
 RA1333  STATE/COUNTY-  ID/IDAHO
 RA1333  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA1333
 RA1333                         *CURRENT SURVEY CONTROL
 RA1333  ___________________________________________________________________
 RA1333* NAD 83(1992)-  45 20 44.53957(N)    116 39 04.16522(W)     ADJUSTED  
 RA1333* NAVD 88     -       612.7    (meters)    2010.     (feet)  VERTCON   
 RA1333  ___________________________________________________________________
 RA1333  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 RA1333  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 RA1333
 RA1333  HORZ ORDER  -  SECOND
 RA1333
 RA1333.The horizontal coordinates were established by classical geodetic methods
 RA1333.and adjusted by the National Geodetic Survey in July 1992..
 RA1333
 RA1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1333
 RA1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1333
 RA1333.The geoid height was determined by GEOID03.
 RA1333
 RA1333;                    North         East     Units Scale Factor Converg.
 RA1333;SPC ID W     -   409,118.704   729,379.935   MT  0.99999463   -0 38 27.9
 RA1333;SPC OR N     -   193,760.541 2,801,494.213   MT  0.99989934   +2 43 46.4
 RA1333;SPC OR N     -   635,697.31  9,191,253.98   iFT  0.99989934   +2 43 46.4
 RA1333;UTM  11      - 5,021,414.241   527,328.325   MT  0.99960918   +0 14 53.4
 RA1333
 RA1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1333!SPC ID W     -   0.99990636  x   0.99999463  =   0.99990099
 RA1333!SPC OR N     -   0.99990636  x   0.99989934  =   0.99980571
 RA1333!UTM  11      -   0.99990636  x   0.99960918  =   0.99951558
 RA1333
 RA1333|---------------------------------------------------------------------|
 RA1333| PID    Reference Object                     Distance      Geod. Az  |
 RA1333|                                                           dddmmss.s |
 RA1333| CH6660 HIBBS RM 2                            6.945 METERS 25200     |
 RA1333| RA1335 HIBBS AZ MK                         337.266 METERS 29746     |
 RA1333| CH6659 HIBBS RM 1                           12.724 METERS 35622     |
 RA1333|---------------------------------------------------------------------|
 RA1333
 RA1333                          SUPERSEDED SURVEY CONTROL
 RA1333
 RA1333  NAD 83(1991)-  45 20 44.54197(N)    116 39 04.16622(W) AD(       ) 2
 RA1333  NAD 83(1986)-  45 20 44.54324(N)    116 39 04.16443(W) AD(       ) 2
 RA1333  NAD 27      -  45 20 44.96849(N)    116 39 00.65937(W) AD(       ) 2
 RA1333  NGVD 29 (07/19/86)  611.6    (m)         2007.     (f) VERT ANG       
 RA1333
 RA1333.Superseded values are not recommended for survey control.
 RA1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1333.See file dsdata.txt to determine how the superseded data were derived.
 RA1333
 RA1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2732821414(NAD 83)
 RA1333_MARKER: Z = SEE DESCRIPTION
 RA1333_SETTING: 0 = UNSPECIFIED SETTING
 RA1333
 RA1333  HISTORY     - Date     Condition        Report By
 RA1333  HISTORY     - 1945     MONUMENTED       CGS
 RA1333
 RA1333                          STATION DESCRIPTION
 RA1333
 RA1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1333'STATION IS LOCATED ABOUT 5 MILES S AND 16 MILES W OF RIGGINS, 6
 RA1333'MILES NNW OF HORSE HEAVEN LOOKOUT, 0.6 MILE N OF THE ALLEN WILSON
 RA1333'RANCH BUILDINGS, AT THE JUNCTION OF GRANITE AND LITTLE GRANITE
 RA1333'CREEKS, AND 1/4 MILE SE OF THE SNAKE RIVER.  IT IS ABOUT 300 FEET
 RA1333'ABOVE AND 1,000 FEET NE OF GRANITE CREEK AND ON THE CREST OF A
 RA1333'PRECIPITOUS RIDGE, AT A POINT WHERE THE OLD SNAKE RIVER TRAIL
 RA1333'CROSSES OVER IT.
 RA1333'
 RA1333'THE STATION MARK, STAMPED HIBBS 1945, IS A BRONZE STATION
 RA1333'DISK SET IN BEDROCK FLUSH WITH THE SURFACE, ON THE CREST OF THE
 RA1333'RIDGE.  IT IS 4 METERS ENE OF A 3-FOOT CAIRN AND 1 METER W OF THE
 RA1333'HORSE TRAIL.
 RA1333'
 RA1333'NO UNDERGROUND OR WITNESS MARK WAS SET.
 RA1333'
 RA1333'REFERENCE MARK 1, STAMPED HIBBS NO 1 1945, IS A BRONZE
 RA1333'REFERENCE DISK SET IN THE TOP OF AN OUTCROPPING BEDROCK ABOUT 3
 RA1333'FEET IN HEIGHT.  IT IS ON THE E EDGE OF THE TRAIL AND ABOUT 1 FOOT
 RA1333'LOWER THAN THE STATION MARK.
 RA1333'
 RA1333'REFERENCE MARK 2, STAMPED HIBBS NO 2 1945, IS A BRONZE REFERENCE
 RA1333'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS ABOUT 10 FEET
 RA1333'LOWER THAN THE STATION AND 1 FOOT E OF A 20-FOOT LEDGE.
 RA1333'
 RA1333'THE AZIMUTH MARK, STAMPED HIBBS AZ MK 1945, IS A BRONZE AZIMUTH
 RA1333'DISK SET IN THE W EDGE OF A CONSPICUOUS ROCK PLATEAU, ABOUT 40
 RA1333'FEET IN HEIGHT, ON THE S SIDE OF THE MOUTH OF GRANITE CREEK.
 RA1333'
 RA1333'TO REACH THE STATION FROM THE WILSON RANCH HOUSE,* FOLLOW THE
 RA1333'TRAIL DOWN THE CREEK TOWARDS THE SNAKE RIVER ABOUT 0.5 MILE TO
 RA1333'WHERE TRAIL CROSSES SECOND BRIDGE AND CONTINUES ALONG THE NE BANK
 RA1333'OF THE CREEK.  AT THIS POINT PICK UP A DIM RIGHT FORK OF THE TRAIL
 RA1333'LEADING N UP THE STEEP SLOPE.  FOLLOW THIS TRAIL ABOUT 0.2 MILE
 RA1333'TO THE LOCATION OF THE CAIRN AND STATION.  *TO REACH, SEE
 RA1333'DESCRIP. BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1335 ***********************************************************************
 RA1335  DESIGNATION -  HIBBS AZ MK
 RA1335  PID         -  RA1335
 RA1335  STATE/COUNTY-  ID/IDAHO
 RA1335  USGS QUAD   -  SQUIRREL PRAIRIE (1995)
 RA1335
 RA1335                         *CURRENT SURVEY CONTROL
 RA1335  ___________________________________________________________________
 RA1335* NAD 83(1992)-  45 20 49.63020(N)    116 39 17.87305(W)     ADJUSTED  
 RA1335* NAVD 88     -       457.3    (meters)    1500.     (feet)  VERTCON   
 RA1335  ___________________________________________________________________
 RA1335  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 RA1335  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 RA1335
 RA1335  HORZ ORDER  -  SECOND
 RA1335
 RA1335.The horizontal coordinates were established by classical geodetic methods
 RA1335.and adjusted by the National Geodetic Survey in July 1992..
 RA1335
 RA1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1335
 RA1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1335
 RA1335.The geoid height was determined by GEOID03.
 RA1335
 RA1335;                    North         East     Units Scale Factor Converg.
 RA1335;SPC ID W     -   409,279.196   729,083.305   MT  0.99999515   -0 38 37.7
 RA1335;SPC OR N     -   193,903.302 2,801,188.689   MT  0.99989942   +2 43 36.6
 RA1335;SPC OR N     -   636,165.69  9,190,251.60   iFT  0.99989942   +2 43 36.6
 RA1335;UTM  11      - 5,021,570.050   527,029.355   MT  0.99960898   +0 14 43.6
 RA1335
 RA1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1335!SPC ID W     -   0.99993072  x   0.99999515  =   0.99992587
 RA1335!SPC OR N     -   0.99993072  x   0.99989942  =   0.99983015
 RA1335!UTM  11      -   0.99993072  x   0.99960898  =   0.99953973
 RA1335
 RA1335|---------------------------------------------------------------------|
 RA1335| PID    Reference Object                     Distance      Geod. Az  |
 RA1335|                                                           dddmmss.s |
 RA1335| RA1333 HIBBS                               337.266 METERS 11746     |
 RA1335|---------------------------------------------------------------------|
 RA1335
 RA1335                          SUPERSEDED SURVEY CONTROL
 RA1335
 RA1335  NAD 83(1991)-  45 20 49.63269(N)    116 39 17.87413(W) AD(       ) 2
 RA1335  NAD 83(1986)-  45 20 49.63395(N)    116 39 17.87230(W) AD(       ) 2
 RA1335  NAD 27      -  45 20 50.05901(N)    116 39 14.36640(W) AD(       ) 2
 RA1335  NGVD 29 (07/19/86)  456.2    (m)         1497.     (f) VERT ANG       
 RA1335
 RA1335.Superseded values are not recommended for survey control.
 RA1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1335.See file dsdata.txt to determine how the superseded data were derived.
 RA1335
 RA1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2702921570(NAD 83)
 RA1335_MARKER: Z = SEE DESCRIPTION
 RA1335_SETTING: 0 = UNSPECIFIED SETTING
 RA1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA1335
 RA1335  HISTORY     - Date     Condition        Report By
 RA1335  HISTORY     - 1945     MONUMENTED       CGS
 RA1335
 RA1335                          STATION DESCRIPTION
 RA1335
 RA1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1335'STATION IS LOCATED ABOUT 5 MILES S AND 16 MILES W OF RIGGINS, 6
 RA1335'MILES NNW OF HORSE HEAVEN LOOKOUT, 0.8 MILE NNW OF THE ALLEN
 RA1335'WILSON RANCH BUILDINGS, AND AT THE JUNCTION OF GRANITE AND LITTLE
 RA1335'GRANITE CREEKS.  IT IS ON A SMALL, CONSPICUOUS PLATEAU, ABOUT 40
 RA1335'FEET IN HEIGHT, SITUATED ON THE E BANK OF THE SNAKE RIVER, AND ON
 RA1335'THE SW SIDE OF THE MOUTH OF GRANITE CREEK.
 RA1335'
 RA1335'THE STATION MARK, STAMPED HIBBS AZ MK 1945, IS A BRONZE AZIMUTH
 RA1335'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS LOCATED ON
 RA1335'THE W RIM OF THE PLATEAU AND 3 METERS S OF A TREE GROWING IN A
 RA1335'NICHE OF THE RIM.
 RA1335'
 RA1335'NO UNDERGROUND, REFERENCE, OR WITNESS MARK WAS SET.
 RA1335'
 RA1335'STATION HIBBS 1945 SERVES AS THE RECIPROCAL AZIMUTH MARK FOR
 RA1335'THIS STATION.  IT IS ON THE STEEP SLOPE, ABOUT 1/4 MILE ESE.  FOR
 RA1335'FURTHER DETAILS, SEE DESCRIPTION OF HIBBS 1945.
 RA1335'
 RA1335'TO REACH THE STATION FROM THE WILSON RANCH BUILDINGS, FOLLOW
 RA1335'THE TRAIL LEADING NW DOWN THE CREEK APPROXIMATELY 1 MILE TO THE
 RA1335'MOUTH OF THE CREEK AND THE LOCATION OF THE STATION.
 RA1335'
 RA1335'THE WILSON RANCH ON GRANITE CREEK (NOT THE ONE ON SHEEP CREEK)
 RA1335'IS BEST REACHED WITH HORSES FROM THE END OF THE FOREST SERVICE
 RA1335'ROAD IN THE SADDLE OF THE RIDGE JUST ABOVE THE SEVEN DEVILS
 RA1335'RANGER STATION, 16.5 MILES BY ROAD SW OF RIGGINS.  FROM THE
 RA1335'SEVEN DEVILS CAMP THE RANCH CAN BE REACHED IN ABOUT 6 HOURS BY
 RA1335'FOLLOWING THE FOREST SERVICE TRAIL W TO HIBBS COW CAMP.  FROM
 RA1335'HIBBS COW CAMP THE TRAIL CONTINUES W AND SW DOWN THE LITTLE
 RA1335'GRANITE CREEK CANYON TO THE RANCH HOUSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0662 ***********************************************************************
 QZ0662  DESIGNATION -  HIDA
 QZ0662  PID         -  QZ0662
 QZ0662  STATE/COUNTY-  ID/IDAHO
 QZ0662  USGS QUAD   -  HIDA POINT (1995)
 QZ0662
 QZ0662                         *CURRENT SURVEY CONTROL
 QZ0662  ___________________________________________________________________
 QZ0662* NAD 83(1992)-  45 31 21.84670(N)    115 13 05.51477(W)     ADJUSTED  
 QZ0662* NAVD 88     -      2061.1    (meters)    6762.     (feet)  VERTCON   
 QZ0662  ___________________________________________________________________
 QZ0662  LAPLACE CORR-           8.25  (seconds)                    DEFLEC99
 QZ0662  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 QZ0662
 QZ0662  HORZ ORDER  -  SECOND
 QZ0662
 QZ0662.The horizontal coordinates were established by classical geodetic methods
 QZ0662.and adjusted by the National Geodetic Survey in July 1992..
 QZ0662
 QZ0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0662
 QZ0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0662
 QZ0662.The geoid height was determined by GEOID03.
 QZ0662
 QZ0662;                    North         East     Units Scale Factor Converg.
 QZ0662;SPC ID W     -   428,535.021   841,545.061   MT  0.99995455   +0 22 46.1
 QZ0662;UTM  11      - 5,042,566.408   639,150.035   MT  0.99983806   +1 16 17.6
 QZ0662
 QZ0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0662!SPC ID W     -   0.99967928  x   0.99995455  =   0.99963385
 QZ0662!UTM  11      -   0.99967928  x   0.99983806  =   0.99951740
 QZ0662
 QZ0662|---------------------------------------------------------------------|
 QZ0662| PID    Reference Object                     Distance      Geod. Az  |
 QZ0662|                                                           dddmmss.s |
 QZ0662| CH6662 HIDA RM 2                             6.408 METERS 08647     |
 QZ0662| QZ0682 BURNT KNOB                          APPROX. 7.9 KM 2195539.5 |
 QZ0662| CH6661 HIDA RM 1                             6.591 METERS 35124     |
 QZ0662|---------------------------------------------------------------------|
 QZ0662
 QZ0662                          SUPERSEDED SURVEY CONTROL
 QZ0662
 QZ0662  NAD 83(1986)-  45 31 21.84907(N)    115 13 05.50881(W) AD(       ) 2
 QZ0662  NAD 27      -  45 31 22.16753(N)    115 13 02.08949(W) AD(       ) 2
 QZ0662  NGVD 29 (07/19/86) 2059.7    (m)         6758.     (f) VERT ANG       
 QZ0662
 QZ0662.Superseded values are not recommended for survey control.
 QZ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0662.See file dsdata.txt to determine how the superseded data were derived.
 QZ0662
 QZ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL3915042566(NAD 83)
 QZ0662_MARKER: Z = SEE DESCRIPTION
 QZ0662_SETTING: 0 = UNSPECIFIED SETTING
 QZ0662
 QZ0662  HISTORY     - Date     Condition        Report By
 QZ0662  HISTORY     - 1946     MONUMENTED       CGS
 QZ0662
 QZ0662                          STATION DESCRIPTION
 QZ0662
 QZ0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0662'THE STATION IS LOCATED 10 MILES N OF THE CHAMBERLAIN RANGER
 QZ0662'STATION, 4 MILES ESE OF THE DALE RANCH, ON THE SALMON RIVER,
 QZ0662'AND 6 MILES NE OF CAMPBELLS FERRY.  IT IS SITUATED ON A ROCKY
 QZ0662'BARE POINT OF A RIDGE WHICH LIES 2 MILES N OF THE HIDA LANDING
 QZ0662'STRIP WHICH IS NEAR THE HEAD OF HIDA CREEK.  THIS POINT IS
 QZ0662'SOMETIMES USED AS A LOOKOUT.
 QZ0662'
 QZ0662'THE STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 QZ0662'IN A BOULDER WHICH IS 11.5 FEET W OF A DEAD SNAG WHICH SUPPORTS
 QZ0662'THE FOREST SERVICE TELEPHONE.  THE DISK IS STAMPED HIDA 1945
 QZ0662'AND IS WITNESSED BY A 5-FOOT POST BEARING A TRIANGULAR BLAZE.
 QZ0662'NO UNDERGROUND MARK HAS BEEN SET.
 QZ0662'
 QZ0662'REFERENCE MARK 1 IS NNW OF THE STATION AND 0.6 METER BELOW
 QZ0662'IT.  IT IS A BRONZE REFERENCE DISK SET IN A BOULDER, STAMPED
 QZ0662'HIDA NO 1 1945 AND PROJECTS 12 INCHES.
 QZ0662'
 QZ0662'REFERENCE MARK 2 IS NE OF THE STATION AND 0.7 METER BELOW
 QZ0662'IT.  IT IS A BRONZE REFERENCE DISK SET IN A BOULDER, STAMPED
 QZ0662'HIDA NO 2 1945 AND PROJECTS 2 INCHES.
 QZ0662'
 QZ0662'STATION BURNT KNOB WAS USED AS THE AZIMUTH MARK FOR THIS
 QZ0662'STATION.
 QZ0662'
 QZ0662'TO REACH THE STATION FROM THE CHAMBERLAIN RANGER STATION,
 QZ0662'FOLLOW THE FOREST SERVICE TRAIL ALONG THE TELEPHONE LINE UP
 QZ0662'THE W FORK OF CHAMBERLAIN CREEK FOR ABOUT 8 MILES TO A FORK.
 QZ0662'TAKE THE LEFT FORK AS PER SIGN HIDA LANDING FIELD, BURNT KNOB
 QZ0662'L.O., CAMPBELLS FERRY, AND CONTINUE ON THE TRAIL ALONG THE
 QZ0662'TELEPHONE LINE FOR ABOUT 2 MILES TO A FORK AND SIGN HIDA LANDING
 QZ0662'FIELD, TRAIL PT.  TAKE THE RIGHT FORK AND FOLLOW THIS TRAIL
 QZ0662'FOR ABOUT 1-1/2 MILES TO A FORK AND SIGNS JUST AFTER PASSING
 QZ0662'A SIGN TRAIL PT.  HERE TAKE TRAIL AS PER SIGN HIDA CREEK
 QZ0662'RIDGE TRAIL AND GO 2 MILES TO THE HIDA LANDING FIELD.
 QZ0662'CONTINUE ALONG THE TELEPHONE LINE CROSSING THE FIELD TO WHERE
 QZ0662'THE TRAIL ENTERS THE WOODS.  CONTINUE ON THE MAIN TRAIL
 QZ0662'ALONG THE TELEPHONE LINE FOR ABOUT 2 MILES TO THE STATION AS
 QZ0662'DESCRIBED.  APPROXIMATELY 2 DAYS HORSE TRAVEL FROM THE
 QZ0662'CHAMBERLAIN RANGER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0867 ***********************************************************************
 RY0867  DESIGNATION -  HIDDEN PK LOH
 RY0867  PID         -  RY0867
 RY0867  STATE/COUNTY-  ID/IDAHO
 RY0867  USGS QUAD   -  BLODGETT MOUNTAIN (1994)
 RY0867
 RY0867                         *CURRENT SURVEY CONTROL
 RY0867  ___________________________________________________________________
 RY0867* NAD 83(1992)-  46 22 16.13392(N)    114 27 48.41519(W)     ADJUSTED  
 RY0867* NAVD 88     -      2386.8    (meters)    7831.     (feet)  VERTCON   
 RY0867  ___________________________________________________________________
 RY0867  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 RY0867  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 RY0867
 RY0867  HORZ ORDER  -  THIRD
 RY0867
 RY0867.The horizontal coordinates were established by classical geodetic methods
 RY0867.and adjusted by the National Geodetic Survey in July 1992..
 RY0867
 RY0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0867
 RY0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0867
 RY0867.The geoid height was determined by GEOID03.
 RY0867
 RY0867;                    North         East     Units Scale Factor Converg.
 RY0867;SPC ID W     -   523,496.994   898,985.077   MT  1.00005373   +0 55 52.7
 RY0867;UTM  11      - 5,138,412.759   695,090.688   MT  1.00006787   +1 50 11.7
 RY0867
 RY0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0867!SPC ID W     -   0.99962820  x   1.00005373  =   0.99968191
 RY0867!UTM  11      -   0.99962820  x   1.00006787  =   0.99969605
 RY0867
 RY0867:                Primary Azimuth Mark                     Grid Az
 RY0867:SPC ID W     -  CASTLE                                   121 31 56.2
 RY0867:UTM  11      -  CASTLE                                   120 37 37.2
 RY0867
 RY0867|---------------------------------------------------------------------|
 RY0867| PID    Reference Object                     Distance      Geod. Az  |
 RY0867|                                                           dddmmss.s |
 RY0867| RY0866 CASTLE                              APPROX. 8.4 KM 1222748.9 |
 RY0867|---------------------------------------------------------------------|
 RY0867
 RY0867                          SUPERSEDED SURVEY CONTROL
 RY0867
 RY0867  NAD 83(1986)-  46 22 16.14154(N)    114 27 48.40273(W) AD(       ) 3
 RY0867  NAD 27      -  46 22 16.41867(N)    114 27 45.05098(W) AD(       ) 3
 RY0867  NGVD 29 (07/19/86) 2385.4    (m)         7826.     (f) VERT ANG       
 RY0867
 RY0867.Superseded values are not recommended for survey control.
 RY0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0867.See file dsdata.txt to determine how the superseded data were derived.
 RY0867
 RY0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM9509138413(NAD 83)
 RY0867_MARKER: N = NAIL
 RY0867_SETTING: 0 = UNSPECIFIED SETTING
 RY0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0867
 RY0867  HISTORY     - Date     Condition        Report By
 RY0867  HISTORY     - 1966     MONUMENTED       USGS
 RY0867
 RY0867                          STATION DESCRIPTION
 RY0867
 RY0867'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0867'LOCATED ABOUT 24.5 MI. (AIRLINE) SE. OF POWELL RANGER STATION,
 RY0867'ABOUT 9.5 MI. NE. OF THE ELK SUMMIT GUARD STATION, ON A LOW PEAK
 RY0867'AT HIDDEN PEAK LOOKOUT HOUSE.
 RY0867'
 RY0867'REACHED BY HELICOPTER.
 RY0867'
 RY0867'STATION MARK--A SMALL ROOFING NAIL IN CENTER OF TOP OF LOOKOUT
 RY0867'HOUSE, 0.55 FT. NE. OF LIGHTNING ROD.
 RY0867'
 RY0867'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE MARK TABLET
 RY0867'STAMPED---HIDDEN PK LOH NO 1 1966--- CEMENTED IN ROCK, 66.17 FT.
 RY0867'FROM STATION MARK, S 13 DEG 21 MIN W.
 RY0867'
 RY0867'REFERENCE MARK NO. 2--A STANDARD BRONZE REFERENCE MARK TABLET
 RY0867'STAMPED---HIDDEN PK LOH NO 2 1966--- CEMENTED IN ROCK, 59.01 FT.
 RY0867'FROM STATION MARK, N 01 DEG 11 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1681 ***********************************************************************
 NU1681  DESIGNATION -  HIGGINS
 NU1681  PID         -  NU1681
 NU1681  STATE/COUNTY-  ID/BLAINE
 NU1681  USGS QUAD   -  SCHODDE WELL (1972)
 NU1681
 NU1681                         *CURRENT SURVEY CONTROL
 NU1681  ___________________________________________________________________
 NU1681* NAD 83(1992)-  42 46 35.18307(N)    113 17 33.17308(W)     ADJUSTED  
 NU1681* NAVD 88     -      1402.9    (meters)    4603.     (feet)  VERTCON   
 NU1681  ___________________________________________________________________
 NU1681  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 NU1681  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 NU1681
 NU1681  HORZ ORDER  -  SECOND
 NU1681
 NU1681.The horizontal coordinates were established by classical geodetic methods
 NU1681.and adjusted by the National Geodetic Survey in July 1992..
 NU1681
 NU1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1681
 NU1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1681
 NU1681.The geoid height was determined by GEOID03.
 NU1681
 NU1681;                    North         East     Units Scale Factor Converg.
 NU1681;SPC ID C     -   123,507.168   557,892.082   MT  0.99998859   +0 28 49.7
 NU1681;SPC ID E     -   123,879.247   107,866.784   MT  1.00005176   -0 45 52.9
 NU1681;UTM  12      - 4,738,538.145   312,458.188   MT  1.00003273   -1 33 26.7
 NU1681
 NU1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1681!SPC ID C     -   0.99978220  x   0.99998859  =   0.99977079
 NU1681!SPC ID E     -   0.99978220  x   1.00005176  =   0.99983395
 NU1681!UTM  12      -   0.99978220  x   1.00003273  =   0.99981492
 NU1681
 NU1681:                Primary Azimuth Mark                     Grid Az
 NU1681:SPC ID C     -  PILLAR                                   027 32 45.2
 NU1681:SPC ID E     -  PILLAR                                   028 47 27.8
 NU1681:UTM  12      -  PILLAR                                   029 35 01.6
 NU1681
 NU1681|---------------------------------------------------------------------|
 NU1681| PID    Reference Object                     Distance      Geod. Az  |
 NU1681|                                                           dddmmss.s |
 NU1681| NU1651 PILLAR                              APPROX.13.5 KM 0280134.9 |
 NU1681| NU1682 HIGGINS CAIRN                         3.700 METERS 09856     |
 NU1681| CM4847 HIGGINS RM 1                         22.568 METERS 11906     |
 NU1681| CM4846 HIGGINS AZ MK                                      2134303.2 |
 NU1681| CM4848 HIGGINS RM 2                         31.222 METERS 33602     |
 NU1681|---------------------------------------------------------------------|
 NU1681
 NU1681                          SUPERSEDED SURVEY CONTROL
 NU1681
 NU1681  NAD 83(1986)-  42 46 35.18161(N)    113 17 33.16473(W) AD(       ) 2
 NU1681  NAD 27      -  42 46 35.51300(N)    113 17 30.16000(W) AD(       ) 2
 NU1681  NGVD 29 (07/19/86) 1401.9    (m)         4599.     (f) VERT ANG       
 NU1681
 NU1681.Superseded values are not recommended for survey control.
 NU1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1681.See file dsdata.txt to determine how the superseded data were derived.
 NU1681
 NU1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN1245838538(NAD 83)
 NU1681_MARKER: DS = TRIANGULATION STATION DISK
 NU1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1681
 NU1681  HISTORY     - Date     Condition        Report By
 NU1681  HISTORY     - 1950     MONUMENTED       CGS
 NU1681  HISTORY     - 1970     GOOD             USGS
 NU1681  HISTORY     - 1972     GOOD             USGS
 NU1681
 NU1681                          STATION DESCRIPTION
 NU1681
 NU1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1681'STATION IS LOCATED, AIRLINE, ABOUT 22 MILES NORTHEAST OF
 NU1681'RUPERT, 10 MILES EAST NORTHEAST OF MINIDOKA AND 7 MILES NORTHWEST
 NU1681'OF WAPI.  IT IS ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY,
 NU1681'A PROMINENT GRASS COVERED HILL WITH LAVA OUTCROPS ON THE TOP.
 NU1681'
 NU1681'STATION MARK, STAMPED HIGGINS 1950, IS A STANDARD DISK SET IN
 NU1681'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 NU1681'INCHES ABOVE THE GROUND.  IT IS 12.14 FEET WEST OF A 6 FOOT
 NU1681'CAIRN AND 5.9 FEET WEST OF A WITNESS POST.
 NU1681'
 NU1681'REFERENCE MARK NUMBER 1, STAMPED HIGGINS NO 1 1950, IS A STANDARD
 NU1681'DISK CEMENTED IN A DRILL HOLE IN A 4 FOOT SQUARE LAVA BOULDER
 NU1681'THAT PROJECTS 3-1/2 FEET AND IS AT THE SAME ELEVATION AS THE
 NU1681'STATION MARK.
 NU1681'
 NU1681'REFERENCE MARK NUMBER 2, STAMPED HIGGINS NO 2 1950, IS A
 NU1681'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 6 BY 4 FOOT BOULDER
 NU1681'THAT PROJECTS 3 FEET AND IS AT THE SAME ELEVATION AS THE
 NU1681'STATION MARK.
 NU1681'
 NU1681'AZIMUTH MARK, STAMPED HIGGINS 1950, IS A STANDARD DISK CEMENTED
 NU1681'IN A DRILL HOLE IN A LAVA OUTCROP OR FLOW THAT IS FLUSH WITH
 NU1681'THE GROUND.  TO REACH FROM THE STATION GO SOUTHWEST, CROSS
 NU1681'COUNTRY, FOR 0.3 MILE TO THE AZIMUTH MARK ON THE WEST EDGE
 NU1681'OF THE LAVA FLOWS.  IT IS 50 FEET EAST OF THE TRACK ROAD THAT
 NU1681'CIRCLES THE LAVA FLOWS.
 NU1681'
 NU1681'THE STATION IS REACHED AS FOLLOWS--FROM THE MINIDOKA PUBLIC
 NU1681'SCHOOL IN MINIDOKA GO EAST ON THE MAIN TRAVELED ROAD THAT
 NU1681'FOLLOWS ALONG THE SOUTH SIDE OF THE RAILROAD TRACKS FOR 7.8
 NU1681'MILES.  TURN LEFT, CROSSING THE RAILROAD TRACKS, AND GO 0.2
 NU1681'MILE.  TAKE THE RIGHT FORK AND GO 0.3 MILE.  PASS THROUGH
 NU1681'WIRE GATE AND CONTINUE EASTERLY FOR 1.0 MILE.  TURN LEFT AND
 NU1681'FOLLOW A DIM TRACK ROAD ALONG THE WEST SIDE OF THE FENCE FOR
 NU1681'1.4 MILES.  PASS THROUGH WIRE GATE AND CONTINUE FOR 1.2
 NU1681'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.7 MILE.  TAKE
 NU1681'A VERY DIM RIGHT FORK AND GO 1.0 MILE TO THE TOP OF THE
 NU1681'PROMINENT GRASSY HILL AND THE STATION.
 NU1681
 NU1681                          STATION RECOVERY (1970)
 NU1681
 NU1681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NU1681'INSTRUMENT STAND 5.0 FT ABOVE STATION MARK.
 NU1681'
 NU1681'ALL MARKS IN GOOD CONDITION.  NEW TO REACH FOLLOWS--
 NU1681'
 NU1681'TO REACH FROM THE MINIDOKA CITY HALL GO E. ON PAVED RD. PARALLELING
 NU1681'SOUTH SIDE OF RR. TRACK FOR 6.3 MI TO END OF PAVED RD..  CONTINUE
 NU1681'ALONG SOUTH SIDE OF RR. TRACK ON BLADED RD. FOR 1.8 MI TO T-RD..
 NU1681'TURN LEFT ACROSS RR. TRACKS AND GO 0.1 MI TO T-RD..  TURN RIGHT
 NU1681'ON BLADED RD. FOR 0.4 MI TO WIRE GATE.  PASS THROUGH GATE AND
 NU1681'CONTINUE ON MAIN BLADED RD. FOR 1.2 MI TO FENCE.  FOLLOW MAIN
 NU1681'BLADED RD. N. ALONG WEST SIDE OF FENCE FOR 0.8 MI TO WIRE GATE.
 NU1681'PASS THROUGH GATE AND TAKE RD. FK. RIGHT.  GO 0.6 MI ON TRACK
 NU1681'RD. TO WIRE GATE.  PASS THROUGH WIRE GATE AND CONTINUE 0.6 MI
 NU1681'TO Y-RD..  TAKE LEFT FORK FOR 2.0 MI ON MAIN TRACK RD. TO
 NU1681'HIGHEST POINT ON SOUTH RIM OF PROMINENT, GRASSY CINDER CONE
 NU1681'AND STATION.  (NOTE--WITNESS POST AND CAIRN DESTROYED OR
 NU1681'REMOVED PRIOR TO 1970).
 NU1681
 NU1681                          STATION RECOVERY (1972)
 NU1681
 NU1681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NU1681'FOUND AS DESCRIBED BY USGS IN 1970.  ALL MARKS IN GOOD CONDITION
 NU1681'
 NU1681'R.M.S CHECKED IN 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1682 ***********************************************************************
 NU1682  DESIGNATION -  HIGGINS CAIRN
 NU1682  PID         -  NU1682
 NU1682  STATE/COUNTY-  ID/BLAINE
 NU1682  USGS QUAD   -  SCHODDE WELL (1972)
 NU1682
 NU1682                         *CURRENT SURVEY CONTROL
 NU1682  ___________________________________________________________________
 NU1682* NAD 83(1992)-  42 46 35.16444(N)    113 17 33.01229(W)     ADJUSTED  
 NU1682* NAVD 88     -      1403.     (meters)    4603.     (feet)  SCALED    
 NU1682  ___________________________________________________________________
 NU1682  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 NU1682  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 NU1682
 NU1682  HORZ ORDER  -  THIRD
 NU1682
 NU1682.The horizontal coordinates were established by classical geodetic methods
 NU1682.and adjusted by the National Geodetic Survey in July 1992..
 NU1682
 NU1682.The orthometric height was scaled from a topographic map.
 NU1682
 NU1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1682
 NU1682.The geoid height was determined by GEOID03.
 NU1682
 NU1682;                    North         East     Units Scale Factor Converg.
 NU1682;SPC ID C     -   123,506.624   557,895.742   MT  0.99998859   +0 28 49.8
 NU1682;SPC ID E     -   123,878.623   107,870.431   MT  1.00005175   -0 45 52.8
 NU1682;UTM  12      - 4,738,537.471   312,461.827   MT  1.00003271   -1 33 26.6
 NU1682
 NU1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1682!SPC ID C     -   0.99978218  x   0.99998859  =   0.99977077
 NU1682!SPC ID E     -   0.99978218  x   1.00005175  =   0.99983392
 NU1682!UTM  12      -   0.99978218  x   1.00003271  =   0.99981489
 NU1682
 NU1682                          SUPERSEDED SURVEY CONTROL
 NU1682
 NU1682  NAD 83(1986)-  42 46 35.16299(N)    113 17 33.00394(W) AD(       ) 4
 NU1682  NAD 27      -  42 46 35.49500(N)    113 17 30.00000(W) AD(       ) 3
 NU1682
 NU1682.Superseded values are not recommended for survey control.
 NU1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1682.See file dsdata.txt to determine how the superseded data were derived.
 NU1682
 NU1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN1246238537(NAD 83)
 NU1682_MARKER: 72 = CAIRN
 NU1682
 NU1682  HISTORY     - Date     Condition        Report By
 NU1682  HISTORY     - 1950     FIRST OBSERVED   CGS
 NU1682
 NU1682                          STATION DESCRIPTION
 NU1682
 NU1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NU1682'STATION HIGGINS IS LOCATED, AIRLINE, ABOUT 22 MILES NORTHEAST OF
 NU1682'RUPERT, 10 MILES EAST NORTHEAST OF MINIDOKA AND 7 MILES NORTHWEST
 NU1682'OF WAPI.  IT IS ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY,
 NU1682'A PROMINENT GRASS COVERED HILL WITH LAVA OUTCROPS ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1416 ***********************************************************************
 OH1416  DESIGNATION -  HIGH
 OH1416  PID         -  OH1416
 OH1416  STATE/COUNTY-  ID/PAYETTE
 OH1416  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH1416
 OH1416                         *CURRENT SURVEY CONTROL
 OH1416  ___________________________________________________________________
 OH1416* NAD 83(1992)-  43 54 11.86946(N)    116 50 41.48075(W)     ADJUSTED  
 OH1416* NAVD 88     -       836.8    (meters)    2745.     (feet)  VERTCON   
 OH1416  ___________________________________________________________________
 OH1416  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 OH1416  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 OH1416
 OH1416  HORZ ORDER  -  SECOND
 OH1416
 OH1416.The horizontal coordinates were established by classical geodetic methods
 OH1416.and adjusted by the National Geodetic Survey in July 1992..
 OH1416
 OH1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1416
 OH1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1416
 OH1416.The geoid height was determined by GEOID03.
 OH1416
 OH1416;                    North         East     Units Scale Factor Converg.
 OH1416;SPC ID W     -   249,030.239   712,048.934   MT  1.00002844   -0 45 33.4
 OH1416;UTM  11      - 4,861,144.048   512,458.737   MT  0.99960191   +0 06 27.3
 OH1416
 OH1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1416!SPC ID W     -   0.99987157  x   1.00002844  =   0.99990001
 OH1416!UTM  11      -   0.99987157  x   0.99960191  =   0.99947353
 OH1416
 OH1416:                Primary Azimuth Mark                     Grid Az
 OH1416:SPC ID W     -  NEW PLYMOUTH MUNICIPAL TANK              015 12 58.5
 OH1416:UTM  11      -  NEW PLYMOUTH MUNICIPAL TANK              014 20 57.8
 OH1416
 OH1416|---------------------------------------------------------------------|
 OH1416| PID    Reference Object                     Distance      Geod. Az  |
 OH1416|                                                           dddmmss.s |
 OH1416| OH1412 NEW PLYMOUTH MUNICIPAL TANK         APPROX. 7.7 KM 0142725.1 |
 OH1416| OH1408 NEW PLYMOUTH MORMON CH SPIRE        APPROX. 7.1 KM 0163825.6 |
 OH1416| QB1302 AIRWAY BCN 33 NE NEW PLYMOUTH       APPROX.14.5 KM 0271057.4 |
 OH1416| OH1415 IDA 80 6                            APPROX. 2.1 KM 0962826.6 |
 OH1416| CD5237 HIGH RM 1                            12.161 METERS 14127     |
 OH1416| CD5238 HIGH RM 2                            11.726 METERS 24730     |
 OH1416| QB1307 ONTARIO MUNICIPAL TANK              APPROX.16.5 KM 3234842.2 |
 OH1416| QB1306 ONTARIO NORTH MUNICIPAL TANK        APPROX.16.8 KM 3261401.4 |
 OH1416|---------------------------------------------------------------------|
 OH1416
 OH1416                          SUPERSEDED SURVEY CONTROL
 OH1416
 OH1416  NAD 83(1991)-  43 54 11.86932(N)    116 50 41.48053(W) AD(       ) 2
 OH1416  NAD 83(1986)-  43 54 11.86903(N)    116 50 41.48047(W) AD(       ) 2
 OH1416  NAD 27      -  43 54 12.28270(N)    116 50 37.94390(W) AD(       ) 2
 OH1416  NGVD 29 (07/19/86)  835.8    (m)         2742.     (f) VERT ANG       
 OH1416
 OH1416.Superseded values are not recommended for survey control.
 OH1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1416.See file dsdata.txt to determine how the superseded data were derived.
 OH1416
 OH1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1245961144(NAD 83)
 OH1416_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1416
 OH1416  HISTORY     - Date     Condition        Report By
 OH1416  HISTORY     - 1959     MONUMENTED       CGS
 OH1416  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OH1416
 OH1416                          STATION DESCRIPTION
 OH1416
 OH1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH1416'THE STATION IS 9 MILES SOUTH AND 6 MILES EAST OF ONTARIO,
 OH1416'OREGON AND ON THE SUMMIT AT THE SOUTH END OF A LONG NORTH-SOUTH
 OH1416'GRASS COVERED RIDGE.  THIS POINT IS THE HIGHEST ELEVATION ON
 OH1416'THE RANGE OF HILLS WHICH DIVIDE THE BOISE AND THE PAYETTE
 OH1416'VALLEYS.
 OH1416'
 OH1416'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE
 OH1416'ROUTE 52 GO SOUTH ON U.S. HIGHWAY 30 FOR 1.0 MILE TO AN OILED
 OH1416'CROSS ROAD, TURN RIGHT, WEST, FOR 3.0 MILES TO A GRAVELED
 OH1416'ROAD LEFT, TURN LEFT, SOUTH, FOR 0.5 MILE TO A T ROAD
 OH1416'INTERSECTION AND A CANAL, TURN LEFT, EAST, AND FOLLOW ALONG
 OH1416'THE EAST BANK OF THE CANAL FOR 0.2 MILE TO A FORKS, KEEP THE
 OH1416'RIGHT FORK ALONG THE CANAL BANK FOR 1.2 MILES TO A WOODEN
 OH1416'BRIDGE OVER THE CANAL AND A WIRE GATE.  CROSS THE BRIDGE
 OH1416'AND CONTINUE THROUGH THE WIRE GATE AND AT 100 YARDS IS A ROAD
 OH1416'FORK, KEEP THE LEFT FORK UP THE BOTTOM OF A LONG DRAW ON A
 OH1416'PLAIN TRACK ROAD FOR 2.7 MILES TO THE SUMMIT OF THE DIVIDE
 OH1416'AT THE HEAD OF THE DRAW.  A CORRAL CAN BE SEEN TO THE
 OH1416'RIGHT ON THE SUMMIT NEAR A FENCE CORNER.  TURN LEFT,
 OH1416'SOUTH, ALONG THE FENCE LINE AND THE SUMMIT OF THE RIDGE
 OH1416'FOR 0.4 MILE THEN LEFT FOR 0.1 MILE TO THE STATION SITE.
 OH1416'
 OH1416'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 OH1416'DISKS AS DESCRIBED IN NOTES 1A, 7A AND 11A AND ARE STAMPED
 OH1416'HIGH 1959 WITH THE REFERENCE MARKS FURTHER STAMPED NO 1 AND
 OH1416'NO 2 RESPECTIVELY.  SURFACE MARKS ARE SET IN SQUARE CONCRETE
 OH1416'MONUMENTS.
 OH1416'
 OH1416'A 2-WHEEL DRIVE STATION IN DRY WEATHER.
 OH1416
 OH1416                          STATION RECOVERY (1974)
 OH1416
 OH1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OH1416'THE STATION MARK, AND BOTH REFERENCE MARKS WAS RECOVERED
 OH1416'IN GOOD CONDITION AS DESCRIBED.  TRIANGULATION STATION IDA 80-6
 OH1416'1959 MAY BE USED FOR THE AZIMUTH MARK.  THE TO REACH IS
 OH1416'OBSOLETE SINCE THE FREEWAY HAS BEEN BUILT.  A NEW TO REACH
 OH1416'FOLLOWS.
 OH1416'
 OH1416'TO REACH THE STATION FROM THE NEW PLYMOUTH POST OFFICE GO
 OH1416'SOUTH ON U.S. HIGHWAY 30 FOR 4.8 MILES TO THE SOUTH END OF
 OH1416'THE OVERPASS OVER INTERSTATE 80N, AND A DEADEND ROAD RIGHT,
 OH1416'TURN RIGHT, AND GO WEST FOR 0.15 MILE TO A GATE IN THE
 OH1416'RIGHT-OF-WAY FENCE LINE, PASS THRU THE GATE, AND GO SOUTH ON THE
 OH1416'TRACK ROAD, ON THE CREST OF THE RIDGE, FOR 0.25 MILE TO A
 OH1416'FORK.  (TRIANGULATION STATION IDA 80-6 1959 IS 0.2 MILE SOUTH OF
 OH1416'THIS FORK) TAKE THE RIGHT FORK, AND GO WEST ON THE TRACK
 OH1416'ROAD FOR 0.25 MILE TO A GATE, PASS THRU THE GATE, AND GO
 OH1416'WEST ON THE TRACK ROAD FOR 0.3 MILE TO A FORK, TAKE THE
 OH1416'LEFT FORK, STRAIGHT AHEAD, SOUTHWEST, FOR 0.95 MILE TO A
 OH1416'3-WAY FENCE CORNER, TURN RIGHT, LEAVING THE MAIN TRACK ROAD,
 OH1416'AND GO NORTH ON A DIM TRACK ROAD FOR 0.05 MILE TO THE
 OH1416'HIGH GROUND, AND THE STATION.
 OH1416'
 OH1416'THE STATION IS ON GOVERNMENT OWNED LAND.
 OH1416'
 OH1416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 OH1416'SSW OF NEW PLYMOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0712 ***********************************************************************
 OX0712  DESIGNATION -  HIGH
 OX0712  PID         -  OX0712
 OX0712  STATE/COUNTY-  ID/BINGHAM
 OX0712  USGS QUAD   -  WOLVERINE (1981)
 OX0712
 OX0712                         *CURRENT SURVEY CONTROL
 OX0712  ___________________________________________________________________
 OX0712* NAD 83(1992)-  43 18 50.93309(N)    111 52 39.42714(W)     ADJUSTED  
 OX0712* NAVD 88     -      2241.     (meters)    7352.     (feet)  SCALED    
 OX0712  ___________________________________________________________________
 OX0712  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 OX0712  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 OX0712
 OX0712  HORZ ORDER  -  THIRD
 OX0712
 OX0712.The horizontal coordinates were established by classical geodetic methods
 OX0712.and adjusted by the National Geodetic Survey in July 1992..
 OX0712
 OX0712.The orthometric height was scaled from a topographic map.
 OX0712
 OX0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0712
 OX0712.The geoid height was determined by GEOID03.
 OX0712
 OX0712;                    North         East     Units Scale Factor Converg.
 OX0712;SPC ID E     -   183,037.827   223,447.597   MT  0.99995413   +0 11 53.8
 OX0712;UTM  12      - 4,796,075.287   428,832.090   MT  0.99966230   -0 36 07.5
 OX0712
 OX0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0712!SPC ID E     -   0.99965042  x   0.99995413  =   0.99960456
 OX0712!UTM  12      -   0.99965042  x   0.99966230  =   0.99931283
 OX0712
 OX0712:                Primary Azimuth Mark                     Grid Az
 OX0712:SPC ID E     -  BLACKFOOT                                179 05 44.9
 OX0712:UTM  12      -  BLACKFOOT                                179 53 46.2
 OX0712
 OX0712|---------------------------------------------------------------------|
 OX0712| PID    Reference Object                     Distance      Geod. Az  |
 OX0712|                                                           dddmmss.s |
 OX0712| OX0706 BLACKFOOT                           APPROX.13.0 KM 1791738.7 |
 OX0712|---------------------------------------------------------------------|
 OX0712
 OX0712                          SUPERSEDED SURVEY CONTROL
 OX0712
 OX0712  NAD 83(1986)-  43 18 50.92515(N)    111 52 39.41311(W) AD(       ) 3
 OX0712  NAD 27      -  43 18 51.22926(N)    111 52 36.54912(W) AD(       ) 3
 OX0712
 OX0712.Superseded values are not recommended for survey control.
 OX0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0712.See file dsdata.txt to determine how the superseded data were derived.
 OX0712
 OX0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN2883296075(NAD 83)
 OX0712_MARKER: DD = SURVEY DISK
 OX0712_SETTING: 0 = UNSPECIFIED SETTING
 OX0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0712
 OX0712  HISTORY     - Date     Condition        Report By
 OX0712  HISTORY     - 1923     MONUMENTED       USGS
 OX0712
 OX0712                          STATION DESCRIPTION
 OX0712
 OX0712'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 OX0712'LOCATED ON TOP OF MOUNTAIN 2.0 MI. N. OF WHERE WOLVERIN RD. CROSSES
 OX0712'DIVIDE BETWEEN WILLOW CREEK AND WOLVERIN CANYON, ABOUT 3.0 MI. W. OF
 OX0712'BONE.  MOUNTAIN IS 0.5 MI. N. OF HIGH DOUBLE-TOPPED SMOOTH MOUNTAIN,
 OX0712'0.5 MI. SW. OF ROUND TOPPED LOWER MOUNTAIN.
 OX0712'
 OX0712'STATION MARK--STANDARD TABLET.
 OX0712'
 OX0712'NOTE--THERE IS NO EVIDENCE THAT THIS MARK WAS EVER INCLUDED IN ANY
 OX0712'LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1157 ***********************************************************************
 NV1157  DESIGNATION -  HIGH BOY
 NV1157  PID         -  NV1157
 NV1157  STATE/COUNTY-  ID/OWYHEE
 NV1157  USGS QUAD   -  COONSKIN BUTTE (1979)
 NV1157
 NV1157                         *CURRENT SURVEY CONTROL
 NV1157  ___________________________________________________________________
 NV1157* NAD 83(1992)-  42 20 57.29619(N)    115 08 11.70365(W)     ADJUSTED  
 NV1157* NAVD 88     -      1626.83   (+/-2cm)    5337.4    (feet)  VERTCON   
 NV1157  ___________________________________________________________________
 NV1157  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 NV1157  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 NV1157
 NV1157  HORZ ORDER  -  FIRST
 NV1157  VERT ORDER  -  THIRD ? (See Below)
 NV1157
 NV1157.The horizontal coordinates were established by classical geodetic methods
 NV1157.and adjusted by the National Geodetic Survey in July 1992..
 NV1157
 NV1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1157.The vertical order pertains to the NGVD 29 superseded value.
 NV1157
 NV1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1157
 NV1157.The geoid height was determined by GEOID03.
 NV1157
 NV1157;                    North         East     Units Scale Factor Converg.
 NV1157;SPC ID W     -    75,993.961   850,539.829   MT  0.99996475   +0 24 47.6
 NV1157;UTM  11      - 4,690,235.713   653,479.468   MT  0.99988983   +1 15 19.9
 NV1157
 NV1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1157!SPC ID W     -   0.99974741  x   0.99996475  =   0.99971217
 NV1157!UTM  11      -   0.99974741  x   0.99988983  =   0.99963727
 NV1157
 NV1157:                Primary Azimuth Mark                     Grid Az
 NV1157:SPC ID W     -  HIGH BOY AZ MK                           198 36 16.2
 NV1157:UTM  11      -  HIGH BOY AZ MK                           197 45 43.9
 NV1157
 NV1157|---------------------------------------------------------------------|
 NV1157| PID    Reference Object                     Distance      Geod. Az  |
 NV1157|                                                           dddmmss.s |
 NV1157| CD5239 HIGH BOY AZ MK                                     1990103.8 |
 NV1157| CD5240 HIGH BOY RM 1                        12.503 METERS 25904     |
 NV1157| CD5241 HIGH BOY RM 2                        17.517 METERS 35504     |
 NV1157|---------------------------------------------------------------------|
 NV1157
 NV1157                          SUPERSEDED SURVEY CONTROL
 NV1157
 NV1157  NAD 83(1986)-  42 20 57.29693(N)    115 08 11.70158(W) AD(       ) 1
 NV1157  NAD 27      -  42 20 57.62600(N)    115 08 08.48800(W) AD(       ) 1
 NV1157  NGVD 29 (02/23/89) 1625.77   (m)         5333.9    (f) LEVELING    3  
 NV1157
 NV1157.Superseded values are not recommended for survey control.
 NV1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1157.See file dsdata.txt to determine how the superseded data were derived.
 NV1157
 NV1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG5347990236(NAD 83)
 NV1157_MARKER: DS = TRIANGULATION STATION DISK
 NV1157_SETTING: 66 = SET IN ROCK OUTCROP
 NV1157_SP_SET: SET IN A ROCK LEDGE
 NV1157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1157+STABILITY: POSITION/ELEVATION WELL
 NV1157
 NV1157  HISTORY     - Date     Condition        Report By
 NV1157  HISTORY     - 1948     MONUMENTED       CGS
 NV1157  HISTORY     - 1957     GOOD             USGS
 NV1157  HISTORY     - 1974     GOOD             USGS
 NV1157
 NV1157                          STATION DESCRIPTION
 NV1157
 NV1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR)
 NV1157'THE STATION IS ON THE SUMMIT OF A PROMINENT SAGE COVERED HILL
 NV1157'WHICH IS THE HIGHEST IN THE VICINITY.  IT IS IN THE SOUTHWEST
 NV1157'CORNER OF T 12 S, R 11 E, 7-1/2 MILES WEST OF THE TWIN FALLS -
 NV1157'OWYHEE COUNTY LINE, AND 17 MILES SOUTHWEST OF CASTLE FORD.
 NV1157'
 NV1157'THE STATION MARK, A STANDARD DISK CEMENTED IN THE TOP OF A
 NV1157'12 BY 12 INCH MASS OF BEDROCK, PROJECTING 4 INCHES ABOVE THE
 NV1157'GROUND, IS STAMPED HIGH BOY 1948.  IT IS 12 FEET SOUTH OF A
 NV1157'4 INCH SQUARE WHITE WITNESS POST.
 NV1157'
 NV1157'REFERENCE MARK NO. 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 NV1157'IN THE TOP OF AN 18 BY 18 INCH MASS OF BEDROCK, PROJECTING
 NV1157'6 INCHES ABOVE THE GROUND, IS APPROXIMATELY THE SAME ELEVATION
 NV1157'AS THE STATION MARK, AND IS STAMPED HIGH BOY NO 1 1948.
 NV1157'
 NV1157'REFERENCE MARK NO. 2, A STANDARD DISK CEMENTED IN A DRILL HOLE
 NV1157'IN THE TOP OF A 10 BY 18 INCH MASS OF BEDROCK, PROJECTING 4
 NV1157'INCHES ABOVE THE GROUND, IS APPROXIMATELY THE SAME ELEVATION
 NV1157'AS THE STATION MARK, AND IS STAMPED HIGH BOY NO 2 1948.
 NV1157'
 NV1157'THE AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A 12 INCH
 NV1157'SQUARE CONCRETE POST, PROJECTING 4 INCHES ABOVE THE SURFACE
 NV1157'OF THE GROUND, IS STAMPED HIGH BOY 1948.  IT IS 3-1/2 FEET
 NV1157'SOUTHEAST OF A 4 INCH SQUARE WHITE WITNESS POST, AND 15 FEET
 NV1157'SOUTHWEST OF A NORTHWEST-SOUTHEAST TRACK ROAD.
 NV1157'
 NV1157'TO REACH THE STATION FROM THE POST OFFICE IN CASTLE FORD GO EAST
 NV1157'ON THE MAIN HIGHWAY 0.15 MILE.  TURN RIGHT, SOUTH ON A GRAVELED
 NV1157'ROAD AND GO 8.8 MILES, CROSSING A DEEP CANYON AND STREAM AT
 NV1157'APPROX. 6.0 MILES.  CONTINUE TO THE TOP OF THE HILL AND A
 NV1157'TELEPHONE LINE ON THE RIGHT AT A T-ROAD JUNCTION.  TURN WEST
 NV1157'AND GO 1 MILE TO A T-ROAD LEFT (SOUTH).  CONTINUE WEST 2.7 MILES
 NV1157'TO A FENCE CORNER ON THE LEFT (AZIMUTH MARK TO STATION MERIDIAN
 NV1157'IS IN THE FENCE CORNER).  CONTINUE 0.1 MILE TO CROSSROADS.
 NV1157'TURN RIGHT, WEST, GO 1.7 MILES TO CROSSROADS.  CONTINUE
 NV1157'STRAIGHT AHEAD 0.25 MILE TO A FORK.  TAKE THE RIGHT HAND ROAD
 NV1157'FOR 0.35 MILE TO A FORK JUST WEST OF A FENCE CORNER.  TAKE
 NV1157'THE RIGHT HAND ROAD FOR 6.6 MILES TO A BRIDGE ACROSS THE
 NV1157'DEVIL CREEK IN THE CANYON.  CROSS THE BRIDGE AND CONTINUE
 NV1157'FOR 0.7 MILE TO A FORK.  TAKE THE LEFT HAND ROAD 0.4 MILE
 NV1157'TO A FORK.  TAKE THE RIGHT HAND ROAD 0.7 MILE TO CROSSROADS
 NV1157'BENEATH A POWER LINE.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE
 NV1157'TO A FORK.  TAKE THE RIGHT HAND ROAD NORTHWEST 1.85 MILES TO A
 NV1157'VERY DIM TRACK ROAD LEADING RIGHT AND THE AZIMUTH MARK ON THE
 NV1157'LEFT.  TURN RIGHT ON THE DIM TRACK ROAD AND GO NORTHEAST 1.4
 NV1157'MILES TO THE SUMMIT OF THE HILL AND STATION.  A DRIVE
 NV1157'STATION.
 NV1157
 NV1157                          STATION RECOVERY (1957)
 NV1157
 NV1157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NV1157'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.
 NV1157
 NV1157                          STATION RECOVERY (1974)
 NV1157
 NV1157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV1157'RECOVERED AS DESCRIBED BY USGS AND NGS.  NEW LOCATED AND TO REACH
 NV1157'FOLLOWS.
 NV1157'
 NV1157'LOCATED ABOUT 18 MI SW. OF CASTLEFORD, ABOUT 11 MI W. OF
 NV1157'ROSEWORTH, ON COONSKIN BUTTE.
 NV1157'
 NV1157'TO REACH FROM CASTLEFORD, DRIVE 5.9 MI W. AND NW. TO BALANCED
 NV1157'ROCK, CONTINUE 1 MI W. TO Y-RD. AND END OF PAVEMENT, CONTINUE 2
 NV1157'MI W. ON GRAVELED RD. TO T-RD. S. (CASTLEROCK RANCH IS 1 MI W.).
 NV1157'FOLLOW MAIN-TRAVELED RD. 20.4 MI S. TO CATTLEGUARD AND N.-S.
 NV1157'FENCE.  TURN 0.5 MI W. TO TOP OF PROMINENT HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1172 ***********************************************************************
 PY1172  DESIGNATION -  HIGH POINT
 PY1172  PID         -  PY1172
 PY1172  STATE/COUNTY-  ID/FREMONT
 PY1172  USGS QUAD   -  BISHOP MOUNTAIN (1965)
 PY1172
 PY1172                         *CURRENT SURVEY CONTROL
 PY1172  ___________________________________________________________________
 PY1172* NAD 83(1992)-  44 16 05.63143(N)    111 33 17.95772(W)     ADJUSTED  
 PY1172* NAVD 88     -      2218.5    (meters)    7279.     (feet)  VERTCON   
 PY1172  ___________________________________________________________________
 PY1172  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 PY1172  GEOID HEIGHT-          -9.98  (meters)                     GEOID03
 PY1172
 PY1172  HORZ ORDER  -  FIRST
 PY1172
 PY1172.The horizontal coordinates were established by classical geodetic methods
 PY1172.and adjusted by the National Geodetic Survey in July 1992..
 PY1172
 PY1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1172
 PY1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1172
 PY1172.The geoid height was determined by GEOID03.
 PY1172
 PY1172;                    North         East     Units Scale Factor Converg.
 PY1172;SPC ID E     -   289,180.039   248,836.286   MT  0.99997669   +0 25 37.1
 PY1172;UTM  12      - 4,901,815.111   455,705.242   MT  0.99962413   -0 23 14.6
 PY1172
 PY1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1172!SPC ID E     -   0.99965382  x   0.99997669  =   0.99963052
 PY1172!UTM  12      -   0.99965382  x   0.99962413  =   0.99927808
 PY1172
 PY1172:                Primary Azimuth Mark                     Grid Az
 PY1172:SPC ID E     -  HIGH POINT AZ MK                         099 40 26.2
 PY1172:UTM  12      -  HIGH POINT AZ MK                         100 29 17.9
 PY1172
 PY1172|---------------------------------------------------------------------|
 PY1172| PID    Reference Object                     Distance      Geod. Az  |
 PY1172|                                                           dddmmss.s |
 PY1172| PY1171 HIGH POINT AZ MK                    APPROX. 2.9 KM 1000603.3 |
 PY1172| CN3713 HIGH POINT RM                         2.615 METERS 24104     |
 PY1172|---------------------------------------------------------------------|
 PY1172
 PY1172                          SUPERSEDED SURVEY CONTROL
 PY1172
 PY1172  NAD 83(1986)-  44 16 05.63647(N)    111 33 17.94190(W) AD(       ) 1
 PY1172  NAD 27      -  44 16 05.94500(N)    111 33 15.08600(W) AD(       ) 1
 PY1172  NGVD 29 (07/19/86) 2217.3    (m)         7275.     (f) VERT ANG       
 PY1172
 PY1172.Superseded values are not recommended for survey control.
 PY1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1172.See file dsdata.txt to determine how the superseded data were derived.
 PY1172
 PY1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ5570501815(NAD 83)
 PY1172_MARKER: DB = BENCH MARK DISK
 PY1172_SETTING: 80 = SET IN A BOULDER
 PY1172_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PY1172
 PY1172  HISTORY     - Date     Condition        Report By
 PY1172  HISTORY     - 1946     MONUMENTED       USGS
 PY1172  HISTORY     - 1964     GOOD             USGS
 PY1172
 PY1172                          STATION DESCRIPTION
 PY1172
 PY1172'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 PY1172'THE STATION IS ONE ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY
 PY1172'AND IS A BENCH MARK DISK SET FLUSH IN THE TOP OF A BOULDER
 PY1172'ABOUT 12 BY 18 INCHES AND PROJECTING ABOUT 1 FOOT AND SET
 PY1172'DIRECTLY UNDER THE U.S. FOREST SERVICE LOOKOUT TOWER HIGH POINT.
 PY1172'THE DISK IS STAMPED HIGH POINT 1931.  THE STATION IS LOCATED
 PY1172'ABOUT 14 MILES AIRLINE NORTH NORTHWEST OF ASHTON, IN THE N.W.
 PY1172'1/4, SECTION 19, T11N, R42E, ON A HIGH PROMINENT HILL KNOWN AS
 PY1172'HIGH POINT AND CENTERED UNDER THE FOREST SERVICE LOOKOUT TOWER
 PY1172'OF THE SAME NAME.
 PY1172'
 PY1172'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 PY1172'MARK DISK SET IN AN 18 BY 18 INCH BOULDER FLUSH WITH THE SURFACE
 PY1172'OF THE GROUND, AT THE EAST SIDE OF THE BASE OF THE LOOKOUT
 PY1172'TOWER AND IS STAMPED HIGH POINT 1931.
 PY1172'
 PY1172'REFERENCE MARK NO. 2 IS A C. AND G.S. REFERENCE MARK DISK SET IN A
 PY1172'CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES AND IS STAMPED
 PY1172'HIGH POINT USGS NO 2 1946.  IT IS NORTH OF THE STATION.
 PY1172'
 PY1172'THE AZIMUTH MARK IS APPROXIMATELY 1.8 MILE AIRLINE EAST OF THE
 PY1172'STATION, ATOP A HIGH, PROMINENT, POINTED BUTTE KNOWN LOCALLY
 PY1172'AS LITTLE BUTTE.  THE DISK IS SET FLUSH IN PROMINENT ROCK
 PY1172'OUTCROP PROJECTING ABOUT 1 FOOT, IN A CLEARING ATOP THE HILL
 PY1172'AND ABOUT 15 FEET SOUTHEAST OF THE HIGHEST POINT OF THE HILL.
 PY1172'THE DISK IS STAMPED HIGH POINT USGS 1946.  TO REACH FROM THE
 PY1172'STATION RETURN DOWN HILL 1.8 MILE TO THE MAIN ROAD, TURN RIGHT
 PY1172'AND GO EAST AND SOUTH FOR 3.4 MILES TO A REVERSE FORK ON THE
 PY1172'LEFT AND SIGN LITTLE BUTTE.  TURN SHARP LEFT AS PER SIGN AND
 PY1172'FOLLOW MAIN TRAVELED ROAD FOR 1.75 MILES TO A FORK AND A 3
 PY1172'FOOT PINE TREE WITH A TRIANGLE BLAZE.  TAKE THE LEFT FORK
 PY1172'AND GO 0.3 MILE TO AN OLD LOG LOADING SITE AND THE END OF TRUCK
 PY1172'TRAVEL.  HERE PACK RIGHT UP STEEP HILL TO TOP AND THE MARK AS
 PY1172'DESCRIBED.  ABOUT A 10 MINUTE WALK.
 PY1172'
 PY1172'TO REACH THE STATION FROM THE RAILROAD STATION IN ASHTON GO
 PY1172'WEST ON U.S. HIGHWAY NO. 191 FOR 0.2 MILE TO A CROSSROAD, TURN
 PY1172'RIGHT, NORTH, AND GO 3.0 MILES TO A FORK JUST AFTER CROSSING
 PY1172'A RIVER BRIDGE.  TAKE THE RIGHT FORK FOR 0.2 MILE TO A FORK, THEN
 PY1172'TAKE THE LEFT FORK, THE MAIN TRAVELED ROAD, AND FOLLOW UP
 PY1172'HILL FOR 8.6 MILES TO A FORK AT SIGNS HIGH POINT ETC. TO THE
 PY1172'LEFT AND OSBOURNE BRIDGE ETC. TO THE RIGHT.  TAKE THE LEFT
 PY1172'FORK AND GO 4.4 MILES TO A FORK, TAKE THE LEFT FORK AND
 PY1172'CONTINUE 4.6 MILES TO A SIDE ROAD LEFT AT SIGN HIGH POINT.
 PY1172'TURN LEFT AND FOLLOW MAIN ROAD 1.1 MILE TO A SIDE ROAD
 PY1172'RIGHT AND SIGN HIGH POINT.  TURN RIGHT AS PER SIGN AND GO
 PY1172'0.75 MILE TO SUMMIT, LOOKOUT TOWER AND THE STATION AS
 PY1172'DESCRIBED.
 PY1172
 PY1172                          STATION RECOVERY (1964)
 PY1172
 PY1172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PY1172'LOCATED ABOUT 14 MI. (AIRLINE) NNW. OF ASHTON, IN THE NW. 1/4
 PY1172'SECTION 19, T. 11 N., R. 42 E., ON A HIGH PROMINENT HILL KNOWN AS
 PY1172'HIGH POINT AND CENTERED UNDER THE FOREST SERVICE LOOKOUT TOWER OF
 PY1172'THE SAME NAME.
 PY1172'
 PY1172'NEW --TO REACH-- DESCRIPTION--FROM THE LAST CHANCE CAFE AT THE S. END
 PY1172'OF ISLAND PARK GO S. ON U.S. HIGHWAY 20-191 FOR 6.3 MI. TO THE
 PY1172'ANTELOPE FLAT RD. TURNING RIGHT, GO RIGHT (W.) FOR 3.7 MI. TO A
 PY1172'CROSS-ROAD AND SIGNS --HIGH POINT, ETC.--, TURN LEFT AND GO 0.7 MI.
 PY1172'TO A RD. FORK, TAKE LEFT FORK AND GO 0.2 MI. TO A RD. FORK, CONTINUE
 PY1172'STRAIGHT (LEFT) AND GO 0.3 MI. TO A RD. FORK AND SIGNS --HIGH POINT,
 PY1172'ETC.--, TAKE RIGHT FORK AND GO 1.1 MI. TO RD. FORK RIGHT AND SIGN
 PY1172'--HIGH POINT L.O.--, GO RIGHT FOR 1 MI. TO TOP AND STATION.
 PY1172'
 PY1172'STATION MARK--A STANDARD TABLET STAMPED---HIGH POINT 1931--- SET IN
 PY1172'TOP OF BOULDER.
 PY1172'
 PY1172'REFERENCE MARK NO. 1--U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 PY1172'STAMPED---HIGH POINT 1931--- SET IN AN 18 BY 18 IN. BOULDER FLUSH
 PY1172'WITH THE GROUND, AT THE E. SIDE OF THE BASE OF THE LOOKOUT TOWER,
 PY1172'8.67 FT. FROM STATION MARK, S 10 DEG 54 MIN W.
 PY1172'
 PY1172'REFERENCE MARK NO. 2--C AND GS REFERENCE MARK DISK STAMPED---HIGH
 PY1172'POINT USGS NO 2 1946--- SET IN CONCRETE MONUMENT PROJECTING ABOUT
 PY1172'6 IN., 16.66 FT. FROM STATION MARK, N 84 DEG 39 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1171 ***********************************************************************
 PY1171  DESIGNATION -  HIGH POINT AZ MK
 PY1171  PID         -  PY1171
 PY1171  STATE/COUNTY-  ID/FREMONT
 PY1171  USGS QUAD   -  BISHOP MOUNTAIN (1965)
 PY1171
 PY1171                         *CURRENT SURVEY CONTROL
 PY1171  ___________________________________________________________________
 PY1171* NAD 83(1992)-  44 15 48.94733(N)    111 31 07.79032(W)     ADJUSTED  
 PY1171* NAVD 88     -      2070.6    (meters)    6793.     (feet)  VERTCON   
 PY1171  ___________________________________________________________________
 PY1171  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 PY1171  GEOID HEIGHT-          -9.96  (meters)                     GEOID03
 PY1171
 PY1171  HORZ ORDER  -  SECOND
 PY1171
 PY1171.The horizontal coordinates were established by classical geodetic methods
 PY1171.and adjusted by the National Geodetic Survey in July 1992..
 PY1171
 PY1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1171
 PY1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1171
 PY1171.The geoid height was determined by GEOID03.
 PY1171
 PY1171;                    North         East     Units Scale Factor Converg.
 PY1171;SPC ID E     -   288,687.243   251,727.170   MT  0.99998026   +0 27 07.8
 PY1171;UTM  12      - 4,901,281.469   458,587.804   MT  0.99962109   -0 21 43.7
 PY1171
 PY1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1171!SPC ID E     -   0.99967700  x   0.99998026  =   0.99965726
 PY1171!UTM  12      -   0.99967700  x   0.99962109  =   0.99929821
 PY1171
 PY1171:                Primary Azimuth Mark                     Grid Az
 PY1171:SPC ID E     -  HIGH POINT                               279 40 26.3
 PY1171:UTM  12      -  HIGH POINT                               280 29 17.8
 PY1171
 PY1171|---------------------------------------------------------------------|
 PY1171| PID    Reference Object                     Distance      Geod. Az  |
 PY1171|                                                           dddmmss.s |
 PY1171| PY1172 HIGH POINT                          APPROX. 2.9 KM 2800734.1 |
 PY1171|---------------------------------------------------------------------|
 PY1171
 PY1171                          SUPERSEDED SURVEY CONTROL
 PY1171
 PY1171  NAD 83(1986)-  44 15 48.95254(N)    111 31 07.77274(W) AD(       ) 2
 PY1171  NAD 27      -  44 15 49.26000(N)    111 31 04.92300(W) AD(       ) 2
 PY1171  NGVD 29 (07/19/86) 2069.4    (m)         6789.     (f) VERT ANG       
 PY1171
 PY1171.Superseded values are not recommended for survey control.
 PY1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1171.See file dsdata.txt to determine how the superseded data were derived.
 PY1171
 PY1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ5858801281(NAD 83)
 PY1171_MARKER: DD = SURVEY DISK
 PY1171_SETTING: 66 = SET IN ROCK OUTCROP
 PY1171_SP_SET: SET IN ROCK OUTCROP
 PY1171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1171+STABILITY: POSITION/ELEVATION WELL
 PY1171
 PY1171  HISTORY     - Date     Condition        Report By
 PY1171  HISTORY     - 1946     MONUMENTED       USGS
 PY1171
 PY1171                          STATION DESCRIPTION
 PY1171
 PY1171'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 PY1171'THIS STATION IS THE AZIMUTH MARK FOR HIGH POINT (USGS).  IT IS
 PY1171'LOCATED ABOUT 13 MILES AIRLINE NORTH NORTHWEST OF ASHTON AND
 PY1171'ATOP A HIGH, PROMINENT, POINTED BUTTE KNOWN LOCALLY AS LITTLE
 PY1171'BUTTE.  THE DISK IS SET FLUSH IN PROMINENT ROCK OUTCROP
 PY1171'PROJECTING ABOUT 1 FOOT, IN A CLEARING ATOP THE HILL AND ABOUT
 PY1171'15 FEET SOUTHEAST OF THE HIGHEST POINT OF THE HILL.  THE DISK IS
 PY1171'STAMPED HIGH POINT (USGS) 1946.
 PY1171'
 PY1171'TO REACH THE STATION FROM THE RAILROAD STATION IN ASHTON GO
 PY1171'WEST ON U.S. HIGHWAY NO. 191 FOR 0.2 MILE TO A CROSSROAD, TURN
 PY1171'RIGHT, NORTH, AND GO 3.0 MILES TO A FORK JUST AFTER CROSSING
 PY1171'A RIVER BRIDGE.  TAKE THE RIGHT FORK AND GO 0.2 MILE TO A FORK,
 PY1171'THEN TAKE THE LEFT FORK, THE MAIN TRAVELED ROAD, AND FOLLOW
 PY1171'UP HILL FOR 8.6 MILES TO A FORK AND SIGNS HIGH POINT ETC.
 PY1171'TO THE LEFT AND OSBOURNE BRIDGE ETC. TO THE RIGHT.  TAKE THE
 PY1171'LEFT FORK AND GO 4.4 MILES TO A FORK, TAKE THE LEFT FORK AND
 PY1171'CONTINUE 1.2 MILES TO A FORK AND SIGN LITTLE BUTTE.  TAKE
 PY1171'RIGHT FORK AS PER SIGN AND FOLLOW MAIN ROAD FOR 1.75 MILES
 PY1171'TO A FORK AND A 3 FOOT PINE TREE WITH A TRIANGLE BLAZE.
 PY1171'TAKE THE LEFT FORK AND GO 0.3 MILE TO AN OLD LOG LOADING
 PY1171'SITE AND THE END OF TRUCK TRAVEL.  HERE PACK RIGHT UP STEEP
 PY1171'HILL TO TOP AND THE MARK AS DESCRIBED.  ABOUT A 10 MINUTE
 PY1171'WALK.
 PY1171'
 PY1171'THE SUBSTITUTE CONTROL STATION IS THE CENTER OF LONE TWIN PINE TREES
 PY1171'IN THE CLEARING ON THE SOUTH SLOPE OF THE HILL.  IT IS APPROXIMATELY
 PY1171'12 FEET LOWER THAN THE STATION.
 PY1171'
 PY1171'PHOTOGRAPH NO. 77V-84-1--FLIGHT STRIP NO. 1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0833 ***********************************************************************
 OY0833  DESIGNATION -  HIGHAM
 OY0833  PID         -  OY0833
 OY0833  STATE/COUNTY-  ID/BINGHAM
 OY0833  USGS QUAD   -  HIGHAM PEAK (1951)
 OY0833
 OY0833                         *CURRENT SURVEY CONTROL
 OY0833  ___________________________________________________________________
 OY0833* NAD 83(1992)-  43 08 28.42962(N)    112 05 00.15128(W)     ADJUSTED  
 OY0833* NAVD 88     -      2029.8    (meters)    6659.     (feet)  VERTCON   
 OY0833  ___________________________________________________________________
 OY0833  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 OY0833  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 OY0833
 OY0833  HORZ ORDER  -  THIRD
 OY0833
 OY0833.The horizontal coordinates were established by classical geodetic methods
 OY0833.and adjusted by the National Geodetic Survey in July 1992..
 OY0833
 OY0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0833
 OY0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0833
 OY0833.The geoid height was determined by GEOID03.
 OY0833
 OY0833;                    North         East     Units Scale Factor Converg.
 OY0833;SPC ID E     -   163,790.972   206,775.722   MT  0.99994793   +0 03 25.0
 OY0833;UTM  12      - 4,777,067.988   411,898.026   MT  0.99969548   -0 44 27.1
 OY0833
 OY0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0833!SPC ID E     -   0.99968364  x   0.99994793  =   0.99963159
 OY0833!UTM  12      -   0.99968364  x   0.99969548  =   0.99937922
 OY0833
 OY0833:                Primary Azimuth Mark                     Grid Az
 OY0833:SPC ID E     -  LINCOLN                                  169 10 56.9
 OY0833:UTM  12      -  LINCOLN                                  169 58 49.0
 OY0833
 OY0833|---------------------------------------------------------------------|
 OY0833| PID    Reference Object                     Distance      Geod. Az  |
 OY0833|                                                           dddmmss.s |
 OY0833| OY0835 LINCOLN                             APPROX. 4.2 KM 1691421.9 |
 OY0833|---------------------------------------------------------------------|
 OY0833
 OY0833                          SUPERSEDED SURVEY CONTROL
 OY0833
 OY0833  NAD 83(1986)-  43 08 28.42291(N)    112 05 00.13836(W) AD(       ) 3
 OY0833  NAD 27      -  43 08 28.71979(N)    112 04 57.24734(W) AD(       ) 3
 OY0833  NGVD 29 (07/19/86) 2028.6    (m)         6655.     (f) VERT ANG       
 OY0833
 OY0833.Superseded values are not recommended for survey control.
 OY0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0833.See file dsdata.txt to determine how the superseded data were derived.
 OY0833
 OY0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN1189877068(NAD 83)
 OY0833_MARKER: DD = SURVEY DISK
 OY0833_SETTING: 66 = SET IN ROCK OUTCROP
 OY0833_SP_SET: SET IN ROCK OUTCROP
 OY0833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0833+STABILITY: POSITION/ELEVATION WELL
 OY0833
 OY0833  HISTORY     - Date     Condition        Report By
 OY0833  HISTORY     - 1915     MONUMENTED       USGS
 OY0833  HISTORY     - 1947     GOOD             USGS
 OY0833
 OY0833                          STATION DESCRIPTION
 OY0833
 OY0833'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 OY0833'TO REACH FROM JUNCTION OF STATE HIGHWAY 39 AND U.S. HIGHWAY 91 IN
 OY0833'BLACKFOOT, DRIVE N. ON MAIN STREET (U.S. HIGHWAY 91) FOR 0.8 MI.,
 OY0833'TURN RIGHT AND DRIVE E. ON GRAVEL RD. FOR 7.2 MI. TO RD. FORK, TAKE
 OY0833'RIGHT FORK AND FOLLOW DIRT RD. SE. FOR 3.2 MI. TO TRAIL LEADING E.,
 OY0833'TURN LEFT AND FOLLOW TRAIL EASTWARD UP WOOD CREEK VALLEY FOR 3.3 MI.
 OY0833'TO FORKS IN TRAIL, TAKE RIGHT FORK AND FOLLOW TRAIL SE. FOR 2.5 MI.
 OY0833'TO TOP OF DIVIDE.  STATION IS ABOUT 1 MI. N. OF THIS POINT, ON
 OY0833'HIGHEST POINT OF HIGHAM PEAK.  THERE IS NO TRAIL FROM THIS POINT BUT
 OY0833'TRUCK CAN BE DRIVEN ACROSS COUNTRY TO WITHIN 300 YDS. OF STATION.
 OY0833'
 OY0833'STATION MARK--STANDARD TABLET STAMPED---VA 6725---, CEMENTED IN
 OY0833'SOLID ROCK.
 OY0833'
 OY0833'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OY0833'---NO 1 1947---, CEMENTED IN SOLID ROCK, 29.17 FT. FROM STATION MARK,
 OY0833'N 86 DEG 24 MIN W.
 OY0833'
 OY0833'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OY0833'---NO 2 1947---, CEMENTED IN SOLID ROCK, 13.88 FT. FROM STATION MARK,
 OY0833'S 46 DEG 22 MIN E.
 OY0833
 OY0833                          STATION RECOVERY (1947)
 OY0833
 OY0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 OY0833'STATION RECOVERED AS DESCRIBED, EXCEPT RM B COULD NOT BE LOCATED.
 OY0833'TWO STANDARD REFERENCE MARK TABLETS WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1235 ***********************************************************************
 RA1235  DESIGNATION -  HIGHCAMP 2
 RA1235  PID         -  RA1235
 RA1235  STATE/COUNTY-  ID/IDAHO
 RA1235  USGS QUAD   -  GOODWIN MEADOWS (1995)
 RA1235
 RA1235                         *CURRENT SURVEY CONTROL
 RA1235  ___________________________________________________________________
 RA1235* NAD 83(1992)-  45 51 47.84768(N)    116 07 27.58830(W)     ADJUSTED  
 RA1235* NAVD 88     -      1867.     (meters)    6125.     (feet)  VERTCON   
 RA1235  ___________________________________________________________________
 RA1235  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 RA1235  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 RA1235
 RA1235  HORZ ORDER  -  THIRD
 RA1235
 RA1235.The horizontal coordinates were established by classical geodetic methods
 RA1235.and adjusted by the National Geodetic Survey in July 1992..
 RA1235
 RA1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1235
 RA1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1235
 RA1235.The geoid height was determined by GEOID03.
 RA1235
 RA1235;                    North         East     Units Scale Factor Converg.
 RA1235;SPC ID W     -   466,314.254   770,933.771   MT  0.99994372   -0 16 07.1
 RA1235;UTM  11      - 5,079,231.160   567,971.867   MT  0.99965680   +0 37 42.5
 RA1235
 RA1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1235!SPC ID W     -   0.99970987  x   0.99994372  =   0.99965361
 RA1235!UTM  11      -   0.99970987  x   0.99965680  =   0.99936677
 RA1235
 RA1235:                Primary Azimuth Mark                     Grid Az
 RA1235:SPC ID W     -  BUTCHER CR                               029 07 23.9
 RA1235:UTM  11      -  BUTCHER CR                               028 13 34.3
 RA1235
 RA1235|---------------------------------------------------------------------|
 RA1235| PID    Reference Object                     Distance      Geod. Az  |
 RA1235|                                                           dddmmss.s |
 RA1235| RA1232 BUTCHER CR                          APPROX.16.5 KM 0285116.8 |
 RA1235| CH6668 HIGHCAMP 2 RM 2                      11.336 METERS 18252     |
 RA1235| CH6667 HIGHCAMP 2 RM 1                      20.867 METERS 32657     |
 RA1235|---------------------------------------------------------------------|
 RA1235
 RA1235                          SUPERSEDED SURVEY CONTROL
 RA1235
 RA1235  NAD 83(1986)-  45 51 47.84904(N)    116 07 27.58692(W) AD(       ) 3
 RA1235  NAD 27      -  45 51 48.25976(N)    116 07 24.07684(W) AD(       ) 3
 RA1235  NGVD 29 (07/19/86) 1866.     (m)         6122.     (f) VERT ANG       
 RA1235
 RA1235.Superseded values are not recommended for survey control.
 RA1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1235.See file dsdata.txt to determine how the superseded data were derived.
 RA1235
 RA1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6797279231(NAD 83)
 RA1235_MARKER: DD = SURVEY DISK
 RA1235_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RA1235
 RA1235  HISTORY     - Date     Condition        Report By
 RA1235  HISTORY     - 1962     MONUMENTED       USGS
 RA1235
 RA1235                          STATION DESCRIPTION
 RA1235
 RA1235'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RA1235'LOCATED ABOUT 7 MI S. OF GRANGEVILLE, ON FIRST WOODED RIDGE S. OF
 RA1235'GRANGEVILLE.  USFS RADIO REPEATER STATION OCCUPIES SAME TOP.
 RA1235'
 RA1235'TO REACH FROM GRANGEVILLE POST OFFICE, GO 0.8 MI E. ON STATE HWY.
 RA1235'13 TO INTERSECTION OF ELK CITY RD.  TURN RIGHT ON ELK CITY RD.
 RA1235'0.8 MI TO T-RD., CONTINUE STRAIGHT AHEAD ON MAIN GRAVEL RD. 5.7
 RA1235'MI TO INTERSECTION OF MAIN RD. AND THREE DIRT RDS. TO RIGHT.  TAKE
 RA1235'MIDDLE RD. AS PER SIGN HIGHCAMP-SERVICE FLATS.  ASCEND ON DIRT
 RA1235'RD. 2.3 MI TO RD. FORK.  TAKE LEFT FORK STAYING ON MAIN DIRT RD.
 RA1235'0.25 MI TO RD. FORK.  TAKE RIGHT FORK AND ASCEND TO TOP OF RIDGE
 RA1235'AND STATION.
 RA1235'
 RA1235'STATION MARK--STANDARD BRONZE TABLET STAMPED---HIGHCAMP 2 1962---,
 RA1235'SET IN CONCRETE POST.
 RA1235'
 RA1235'RM 1--STANDARD RM TABLET STAMPED---NO 1 1962---, SET IN CONCRETE
 RA1235'POST.
 RA1235'
 RA1235'RM 2--STANDARD RM TABLET STAMPED---NO 2 1962---, SET IN NORTHWEST
 RA1235'CORNER OF VERTICAL WALL OF USFS RADIO REPEATER STATION BLDG, 6
 RA1235'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1214 ***********************************************************************
 NV1214  DESIGNATION -  HIGHVALE
 NV1214  PID         -  NV1214
 NV1214  STATE/COUNTY-  ID/OWYHEE
 NV1214  USGS QUAD   -  C J STRIKE DAM (1992)
 NV1214
 NV1214                         *CURRENT SURVEY CONTROL
 NV1214  ___________________________________________________________________
 NV1214* NAD 83(1992)-  42 56 09.74935(N)    115 52 36.18229(W)     ADJUSTED  
 NV1214* NAVD 88     -       828.5    (meters)    2718.     (feet)  VERTCON   
 NV1214  ___________________________________________________________________
 NV1214  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 NV1214  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 NV1214
 NV1214  HORZ ORDER  -  THIRD
 NV1214
 NV1214.The horizontal coordinates were established by classical geodetic methods
 NV1214.and adjusted by the National Geodetic Survey in July 1992..
 NV1214
 NV1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1214
 NV1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1214
 NV1214.The geoid height was determined by GEOID03.
 NV1214
 NV1214;                    North         East     Units Scale Factor Converg.
 NV1214;SPC ID W     -   140,999.458   789,657.327   MT  0.99993465   -0 05 10.7
 NV1214;UTM  11      - 4,754,324.380   591,652.261   MT  0.99970334   +0 45 54.8
 NV1214
 NV1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1214!SPC ID W     -   0.99987272  x   0.99993465  =   0.99980738
 NV1214!UTM  11      -   0.99987272  x   0.99970334  =   0.99957610
 NV1214
 NV1214:                Primary Azimuth Mark                     Grid Az
 NV1214:SPC ID W     -  HIGHVALE AZ MK                           079 49 42.7
 NV1214:UTM  11      -  HIGHVALE AZ MK                           078 58 37.2
 NV1214
 NV1214|---------------------------------------------------------------------|
 NV1214| PID    Reference Object                     Distance      Geod. Az  |
 NV1214|                                                           dddmmss.s |
 NV1214| CD5242 HIGHVALE AZ MK                                     0794432.0 |
 NV1214| CD5244 HIGHVALE RM 2                         6.960 METERS 13545     |
 NV1214| CD5243 HIGHVALE RM 1                         8.083 METERS 23715     |
 NV1214| CD6120 CLOVER PP                                          34234     |
 NV1214|---------------------------------------------------------------------|
 NV1214
 NV1214                          SUPERSEDED SURVEY CONTROL
 NV1214
 NV1214  NAD 83(1986)-  42 56 09.74979(N)    115 52 36.17864(W) AD(       ) 3
 NV1214  NAD 27      -  42 56 10.13000(N)    115 52 32.86000(W) AD(       ) 3
 NV1214  NGVD 29 (07/19/86)  827.6    (m)         2715.     (f) VERT ANG       
 NV1214
 NV1214.Superseded values are not recommended for survey control.
 NV1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1214.See file dsdata.txt to determine how the superseded data were derived.
 NV1214
 NV1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9165254324(NAD 83)
 NV1214_MARKER: Z = SEE DESCRIPTION
 NV1214_SETTING: 0 = UNSPECIFIED SETTING
 NV1214
 NV1214  HISTORY     - Date     Condition        Report By
 NV1214  HISTORY     - 1945     MONUMENTED       CGS
 NV1214  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 NV1214
 NV1214                          STATION DESCRIPTION
 NV1214
 NV1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1214'STATION IS LOCATED ABOUT 17 MILES SW OF MOUNTAIN HOME, 5 MILES
 NV1214'NW OF BRUNEAU, 2-1/2 MILES SSE OF THE SNAKE RIVER, AND 1-1/2
 NV1214'MILES NNE OF THE BRUNEAU RIVER, ON ONE OF A LOW RANGE OF
 NV1214'SAGEBRUSH-COVERED HILLS.  IT IS ON THE HIGHEST PART OF THE
 NV1214'HILL AND 15 FEET NW OF A WHITE WITNESS POST.
 NV1214'
 NV1214'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN AN 8-BY
 NV1214'12-INCH PARTIALLY BURIED BOULDER PROJECTING 5 INCHES ABOVE
 NV1214'THE GROUND.  IT IS STAMPED HIGHVALE 1944.  NO UNDERGROUND MARK
 NV1214'WAS SET.
 NV1214'
 NV1214'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 NV1214'HOLE IN A PARTIALLY BURIED BOULDER ABOUT FLUSH WITH THE
 NV1214'GROUND.  IT IS ABOUT 30 FEET WSW OF A WHITE WOODEN WITNESS
 NV1214'POST, AT ABOUT THE SAME ELEVATION AS THE STATION MARK, AND
 NV1214'IS STAMPED HIGHVALE NO 1 1944.
 NV1214'
 NV1214'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 NV1214'HOLE IN A PARTIALLY BURIED BOULDER.  IT IS STAMPED HIGHVALE
 NV1214'NO 2 1944 AND IS FLUSH WITH THE GROUND.  IT IS ABOUT 8 FEET
 NV1214'SE OF WHITE WOODEN WITNESS POST AND ABOUT 6 INCHES LOWER IN
 NV1214'ELEVATION THAN THE STATION MARK.
 NV1214'
 NV1214'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 NV1214'IN AN OUTCROPPING 8- BY 18-INCH ROCK PROJECTING ABOUT 6
 NV1214'INCHES ABOVE GROUND AND IS STAMPED HIGHVALE 1944.  IT IS LOCATED
 NV1214'ON A SMALL LONE HILL MENTIONED BELOW, ABOUT 14 FEET W OF A
 NV1214'4-FOOT CAIRN, AND 1 FOOT LOWER.  THE CAIRN STANDS ON THE
 NV1214'HIGHEST POINT OF THE HILL.
 NV1214'
 NV1214'TO REACH STATION FROM THE BANK IN BRUNEAU, GO NW ON A NARROW
 NV1214'GRADED ROAD FOR 3.0 MILES TO A Y-ROAD JUNCTION IN FRONT OF
 NV1214'FARMHOUSE.  FOLLOW RIGHT FORK OF Y NE FOR 0.2 MILE TO JUNCTION
 NV1214'WITH TRACK ROAD LEADING E, FOLLOW TRACK ROAD E AND NE 1.15
 NV1214'MILES TO A Y-ROAD JUNCTION.  FOLLOW THE LEFT FORK OF THE
 NV1214'Y NW FOR 1.85 MILES TO A POINT WHERE THE ROAD PASSES ABOUT
 NV1214'0.1 MILE TO THE N OF SMALL LONE HILL ON WHICH THE AZIMUTH MARK
 NV1214'IS LOCATED.  CONTINUE ON THE ROAD W 0.45 MILE TO POINT WHERE
 NV1214'TURN TO LEFT OFF THE ROAD IS MADE.  ABOUT 80 FEET S OF THE
 NV1214'ROAD AT THIS POINT IS A GENERAL LAND OFFICE MARK, STAMPED
 NV1214'T5S R5E S32 S33 T6S R5E, ON A 2-INCH IRON PIPE PROJECTING
 NV1214'8 INCHES ABOVE THE GROUND.  GO S 0.2 MILE ACROSS COUNTRY
 NV1214'FROM THE GENERAL LAND OFFICE MARK AND UPGRADE TO THE TOP
 NV1214'OF LOW HILL AND THE STATION ON THE HIGHEST PART OF THE
 NV1214'HILL.
 NV1214
 NV1214                          STATION RECOVERY (1969)
 NV1214
 NV1214'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (RLH)
 NV1214'STATION RECOVERED BY CHRONIC ASSOCIATES CONSULTING ENGINEERS
 NV1214'
 NV1214'HIGHVALE 1944-FOUND AS DESCRIBED, IN GOOD CONDITION.
 NV1214'
 NV1214'HIGHVALE NO 2 1944-FOUND AS DESCRIBED, IN GOOD CONDITION.
 NV1214'
 NV1214'HIGHVALE NO 1 1944-DISK HAS BEEN DISTURBED, MARKINGS LEGIBLE.
 NV1214'
 NV1214'R.M. 1 FALLS IN A NEW UNIMPROVED ROAD AND HAS BEEN HIT BY
 NV1214'GRADING EQUIPMENT.  DISTANCE FROM STATION TO R.M. 1 MEASURES
 NV1214'26.18 FEET (26.519 FEET IN 1944).  ROADS LEADING TO STATION
 NV1214'FROM STATE HIGHWAY 51 HAVE BEEN RELOCATED AS THE VALLEY IS
 NV1214'BEING FARMED, HOWEVER, ORIGINAL ROADS TO STATION DESCRIPTION
 NV1214'IS STILL VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1466 ***********************************************************************
 OH1466  DESIGNATION -  HIGHWAY
 OH1466  PID         -  OH1466
 OH1466  STATE/COUNTY-  ID/OWYHEE
 OH1466  USGS QUAD   -  PIUTE BUTTE (1989)
 OH1466
 OH1466                         *CURRENT SURVEY CONTROL
 OH1466  ___________________________________________________________________
 OH1466* NAD 83(1992)-  43 17 55.60387(N)    116 59 18.40002(W)     ADJUSTED  
 OH1466* NAVD 88     -      1330.2    (meters)    4364.     (feet)  VERTCON   
 OH1466  ___________________________________________________________________
 OH1466  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 OH1466  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 OH1466
 OH1466  HORZ ORDER  -  THIRD
 OH1466
 OH1466.The horizontal coordinates were established by classical geodetic methods
 OH1466.and adjusted by the National Geodetic Survey in July 1992..
 OH1466
 OH1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1466
 OH1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1466
 OH1466.The geoid height was determined by GEOID03.
 OH1466
 OH1466;                    North         East     Units Scale Factor Converg.
 OH1466;SPC ID W     -   182,032.147   699,512.938   MT  1.00005750   -0 50 57.8
 OH1466;SPC OR S     -   187,271.603 1,784,831.571   MT  0.99989718   +2 24 08.7
 OH1466;SPC OR S     -   614,408.15  5,855,746.62   iFT  0.99989718   +2 24 08.7
 OH1466;UTM  11      - 4,793,994.614   500,937.297   MT  0.99960001   +0 00 28.5
 OH1466
 OH1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1466!SPC ID W     -   0.99979410  x   1.00005750  =   0.99985159
 OH1466!SPC OR S     -   0.99979410  x   0.99989718  =   0.99969130
 OH1466!UTM  11      -   0.99979410  x   0.99960001  =   0.99939420
 OH1466
 OH1466                          SUPERSEDED SURVEY CONTROL
 OH1466
 OH1466  NAD 83(1991)-  43 17 55.60522(N)    116 59 18.39783(W) AD(       ) 3
 OH1466  NGVD 29 (11/04/91) 1329.2    (m)         4361.     (f) VERT ANG       
 OH1466
 OH1466.Superseded values are not recommended for survey control.
 OH1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1466.See file dsdata.txt to determine how the superseded data were derived.
 OH1466
 OH1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH0093793995(NAD 83)
 OH1466_MARKER: DD = SURVEY DISK
 OH1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1466+STABILITY: SURFACE MOTION
 OH1466
 OH1466  HISTORY     - Date     Condition        Report By
 OH1466  HISTORY     - 1956     MONUMENTED       USGS
 OH1466
 OH1466                          STATION DESCRIPTION
 OH1466
 OH1466'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OH1466'LOCATED ABOUT 17 MI. S. AND 10 MI. W. OF MARSING, 100 FT. N. OF STEEP
 OH1466'BREAK FALLING S., 65 FT. W. OF PAVEMENT, 55 FT. NE. OF NE. END OF
 OH1466'SNOW FENCE.
 OH1466'
 OH1466'TO REACH FROM MARSING, DRIVE W. ON STATE HIGHWAY 72 FOR 2 MI. TO U.S.
 OH1466'HIGHWAY 95, TURN S. 23.2 MI. TO STATION WHICH IS 400 FT. N. OF
 OH1466'MILEPOST NO. 4.
 OH1466'
 OH1466'STATION MARK--STANDARD TABLET STAMPED---HIGHWAY 1956---, IN TOP OF
 OH1466'CONCRETE POST.
 OH1466'
 OH1466'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 OH1466'1956---, 91.87 FT. FROM STATION MARK 87 DEGREES 53 MINUTES NW.
 OH1466'
 OH1466'REFERENCE MARK NO. 2--STATE HIGHWAY POST STAMPED---100.0 RPPT
 OH1466'221+09.1---, 640.8 FT. FROM STATION MARK 21 DEGREES 37
 OH1466'MINUTES 19 SECONDS NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1571 ***********************************************************************
 NU1571  DESIGNATION -  HIGHWAY 191 STA 0+00 ROW EAST
 NU1571  PID         -  NU1571
 NU1571  STATE/COUNTY-  ID/ONEIDA
 NU1571  USGS QUAD   -  HENDERSON CREEK (1984)
 NU1571
 NU1571                         *CURRENT SURVEY CONTROL
 NU1571  ___________________________________________________________________
 NU1571* NAD 83(1994)-  42 00 04.24719(N)    112 12 03.00755(W)     ADJUSTED  
 NU1571* NAVD 88     -      1353.     (meters)    4439.     (feet)  SCALED    
 NU1571  ___________________________________________________________________
 NU1571  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 NU1571  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NU1571
 NU1571  HORZ ORDER  -  SECOND
 NU1571
 NU1571.The horizontal coordinates were established by classical geodetic methods
 NU1571.and adjusted by the National Geodetic Survey in November 1997..
 NU1571
 NU1571.The orthometric height was scaled from a topographic map.
 NU1571
 NU1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1571
 NU1571.The geoid height was determined by GEOID03.
 NU1571
 NU1571;                    North         East     Units Scale Factor Converg.
 NU1571;SPC ID E     -    37,153.000   197,169.293   MT  0.99994747   -0 01 22.3
 NU1571;SPC UT N     - 1,185,459.141   441,934.478   MT  1.00004263   -0 27 43.6
 NU1571;UTM  12      - 4,650,604.622   400,550.728   MT  0.99972170   -0 48 13.0
 NU1571
 NU1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1571!SPC ID E     -   0.99979013  x   0.99994747  =   0.99973761
 NU1571!SPC UT N     -   0.99979013  x   1.00004263  =   0.99983275
 NU1571!UTM  12      -   0.99979013  x   0.99972170  =   0.99951188
 NU1571
 NU1571                          SUPERSEDED SURVEY CONTROL
 NU1571
 NU1571  NAD 83(1992)-  42 00 04.24240(N)    112 12 02.99802(W) AD(       ) 2
 NU1571  NAD 83(1986)-  42 00 04.24217(N)    112 12 02.99722(W) AD(       ) 2
 NU1571  NAD 27      -  42 00 04.51730(N)    112 12 00.13580(W) AD(       ) 2
 NU1571
 NU1571.Superseded values are not recommended for survey control.
 NU1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1571.See file dsdata.txt to determine how the superseded data were derived.
 NU1571
 NU1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0055150605(NAD 83)
 NU1571_MARKER: DD = SURVEY DISK
 NU1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1571+STABILITY: SURFACE MOTION
 NU1571
 NU1571  HISTORY     - Date     Condition        Report By
 NU1571  HISTORY     - 1960     MONUMENTED       IDDT
 NU1571
 NU1571                          STATION DESCRIPTION
 NU1571
 NU1571'DESCRIBED BY ID DEPT OF TRANSP 1960
 NU1571'THE STATION MARK, STAMPED 0+00, IS AN IDAHO STATE HIGHWAY RIGHT
 NU1571'OF WAY DISK SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING
 NU1571'10 INCHES.  IT IS 180 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 NU1571'191, 9 FEET EAST OF AN OLD WOOD MARKER POST (NOW USED AS A FENCE
 NU1571'POST) WITH INSCRIPTIONS AS FOLLOWS--IDAHO ON THE NORTH SIDE,
 NU1571'UTAH ON THE SOUTH SIDE, 59 M 35 C ON THE EAST SIDE, AND 421
 NU1571'ON THE WEST SIDE, AND 1-1/2 FEET SOUTH OF A CORNER POST IN THE
 NU1571'EAST RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1572 ***********************************************************************
 NU1572  DESIGNATION -  HIGHWAY 191 STA 0+00 ROW WEST
 NU1572  PID         -  NU1572
 NU1572  STATE/COUNTY-  ID/ONEIDA
 NU1572  USGS QUAD   -  HENDERSON CREEK (1984)
 NU1572
 NU1572                         *CURRENT SURVEY CONTROL
 NU1572  ___________________________________________________________________
 NU1572* NAD 83(1994)-  42 00 04.24759(N)    112 12 06.42044(W)     ADJUSTED  
 NU1572* NAVD 88     -      1349.     (meters)    4426.     (feet)  SCALED    
 NU1572  ___________________________________________________________________
 NU1572  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 NU1572  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NU1572
 NU1572  HORZ ORDER  -  SECOND
 NU1572
 NU1572.The horizontal coordinates were established by classical geodetic methods
 NU1572.and adjusted by the National Geodetic Survey in November 1997..
 NU1572
 NU1572.The orthometric height was scaled from a topographic map.
 NU1572
 NU1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1572
 NU1572.The geoid height was determined by GEOID03.
 NU1572
 NU1572;                    North         East     Units Scale Factor Converg.
 NU1572;SPC ID E     -    37,153.044   197,090.754   MT  0.99994747   -0 01 24.6
 NU1572;SPC UT N     - 1,185,459.788   441,855.934   MT  1.00004263   -0 27 45.8
 NU1572;UTM  12      - 4,650,605.736   400,472.214   MT  0.99972189   -0 48 15.2
 NU1572
 NU1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1572!SPC ID E     -   0.99979075  x   0.99994747  =   0.99973823
 NU1572!SPC UT N     -   0.99979075  x   1.00004263  =   0.99983337
 NU1572!UTM  12      -   0.99979075  x   0.99972189  =   0.99951270
 NU1572
 NU1572                          SUPERSEDED SURVEY CONTROL
 NU1572
 NU1572  NAD 83(1992)-  42 00 04.24280(N)    112 12 06.41090(W) AD(       ) 2
 NU1572  NAD 83(1986)-  42 00 04.24258(N)    112 12 06.41009(W) AD(       ) 2
 NU1572  NAD 27      -  42 00 04.51720(N)    112 12 03.54840(W) AD(       ) 2
 NU1572
 NU1572.Superseded values are not recommended for survey control.
 NU1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1572.See file dsdata.txt to determine how the superseded data were derived.
 NU1572
 NU1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0047250606(NAD 83)
 NU1572_MARKER: DD = SURVEY DISK
 NU1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1572+STABILITY: SURFACE MOTION
 NU1572
 NU1572  HISTORY     - Date     Condition        Report By
 NU1572  HISTORY     - 1960     MONUMENTED       IDDT
 NU1572
 NU1572                          STATION DESCRIPTION
 NU1572
 NU1572'DESCRIBED BY ID DEPT OF TRANSP 1960
 NU1572'THE STATION MARK, STAMPED 0+00, IS AN IDAHO STATE HIGHWAY RIGHT
 NU1572'OF WAY DISK SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING
 NU1572'10 INCHES.  IT IS 75 FEET WEST OF THE CENTER OF U.S. HIGHWAY 191
 NU1572'AND AT A 3-FOOT JOG IN THE WEST RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1570 ***********************************************************************
 NU1570  DESIGNATION -  HIGHWAY 191 STA 216+10.5 POT
 NU1570  PID         -  NU1570
 NU1570  STATE/COUNTY-  ID/ONEIDA
 NU1570  USGS QUAD   -  HENDERSON CREEK (1984)
 NU1570
 NU1570                         *CURRENT SURVEY CONTROL
 NU1570  ___________________________________________________________________
 NU1570* NAD 83(1994)-  42 03 18.47580(N)    112 13 58.88607(W)     ADJUSTED  
 NU1570* NAVD 88     -      1340.     (meters)    4396.     (feet)  SCALED    
 NU1570  ___________________________________________________________________
 NU1570  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 NU1570  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NU1570
 NU1570  HORZ ORDER  -  SECOND
 NU1570
 NU1570.The horizontal coordinates were established by classical geodetic methods
 NU1570.and adjusted by the National Geodetic Survey in November 1997..
 NU1570
 NU1570.The orthometric height was scaled from a topographic map.
 NU1570
 NU1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1570
 NU1570.The geoid height was determined by GEOID03.
 NU1570
 NU1570;                    North         East     Units Scale Factor Converg.
 NU1570;SPC ID E     -    43,146.950   194,507.289   MT  0.99994774   -0 02 40.0
 NU1570;SPC UT N     - 1,191,473.923   439,318.218   MT  1.00005544   -0 28 60.0
 NU1570;UTM  12      - 4,656,632.963   397,971.262   MT  0.99972809   -0 49 33.6
 NU1570
 NU1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1570!SPC ID E     -   0.99979214  x   0.99994774  =   0.99973989
 NU1570!SPC UT N     -   0.99979214  x   1.00005544  =   0.99984757
 NU1570!UTM  12      -   0.99979214  x   0.99972809  =   0.99952029
 NU1570
 NU1570                          SUPERSEDED SURVEY CONTROL
 NU1570
 NU1570  NAD 83(1992)-  42 03 18.47391(N)    112 13 58.87881(W) AD(       ) 2
 NU1570  NAD 83(1986)-  42 03 18.47243(N)    112 13 58.87701(W) AD(       ) 2
 NU1570  NAD 27      -  42 03 18.75020(N)    112 13 56.00780(W) AD(       ) 2
 NU1570
 NU1570.Superseded values are not recommended for survey control.
 NU1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1570.See file dsdata.txt to determine how the superseded data were derived.
 NU1570
 NU1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9797156633(NAD 83)
 NU1570_MARKER: DD = SURVEY DISK
 NU1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1570+STABILITY: SURFACE MOTION
 NU1570
 NU1570  HISTORY     - Date     Condition        Report By
 NU1570  HISTORY     - 1960     MONUMENTED       IDDT
 NU1570
 NU1570                          STATION DESCRIPTION
 NU1570
 NU1570'DESCRIBED BY ID DEPT OF TRANSP 1960
 NU1570'216 + 10.5 (ISH R/W) IS A BRONZE DISK OF THE IDAHO STATE
 NU1570'HIGHWAY DEPARTMENT SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 NU1570'8 INCHES AND STAMPED P.O.T. 216 + 10.5 B.M.  IT IS 8 FEET
 NU1570'NORTHWEST OF A WOODEN GATE POST, 1 FOOT NORTHWEST OF A FENCE
 NU1570'CORNER AND 0.5 FEET WEST-SOUTHWEST OF THE EAST RIGHT OF WAY FENCE
 NU1570'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0229 ***********************************************************************
 NV0229  DESIGNATION -  HIGHWAY 26 STA 203+63.2
 NV0229  PID         -  NV0229
 NV0229  STATE/COUNTY-  ID/GOODING
 NV0229  USGS QUAD   -  GOODING (1992)
 NV0229
 NV0229                         *CURRENT SURVEY CONTROL
 NV0229  ___________________________________________________________________
 NV0229* NAD 83(1986)-  42 55 26.     (N)    114 43 56.     (W)     SCALED    
 NV0229* NAVD 88     -      1096.398  (meters)    3597.10   (feet)  ADJUSTED  
 NV0229  ___________________________________________________________________
 NV0229  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 NV0229  DYNAMIC HT  -        1095.865 (meters)    3595.35  (feet)  COMP
 NV0229  MODELED GRAV-     980,097.3   (mgal)                       NAVD 88
 NV0229
 NV0229  VERT ORDER  -  FIRST     CLASS II
 NV0229
 NV0229.The horizontal coordinates were scaled from a topographic map and have
 NV0229.an estimated accuracy of +/- 6 seconds.
 NV0229
 NV0229.The orthometric height was determined by differential leveling
 NV0229.and adjusted by the National Geodetic Survey in June 1991..
 NV0229
 NV0229.The geoid height was determined by GEOID03.
 NV0229
 NV0229.The dynamic height is computed by dividing the NAVD 88
 NV0229.geopotential number by the normal gravity value computed on the
 NV0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0229.degrees latitude (g = 980.6199 gals.).
 NV0229
 NV0229.The modeled gravity was interpolated from observed gravity values.
 NV0229
 NV0229;                    North         East    Units  Estimated Accuracy
 NV0229;SPC ID C     -   139,900.      440,220.      MT  (+/- 180 meters Scaled)
 NV0229
 NV0229                          SUPERSEDED SURVEY CONTROL
 NV0229
 NV0229.No superseded survey control is available for this station.
 NV0229
 NV0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH850548(NAD 83)
 NV0229_MARKER: DD = SURVEY DISK
 NV0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0229_STAMPING: 203+63.2
 NV0229_MARK LOGO: IDPWD 
 NV0229_PROJECTION: PROJECTING 15 CENTIMETERS
 NV0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0229+STABILITY: SURFACE MOTION
 NV0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0229+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 NV0229
 NV0229  HISTORY     - Date     Condition        Report By
 NV0229  HISTORY     - UNK      MONUMENTED       IDPWD
 NV0229  HISTORY     - 1950     GOOD             NGS
 NV0229  HISTORY     - 1983     GOOD             NGS
 NV0229  HISTORY     - 20020930 GOOD             YERION
 NV0229
 NV0229                          STATION DESCRIPTION
 NV0229
 NV0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 NV0229'2.0 MI SW FROM GOODING.
 NV0229'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE HIGH SCHOOL AT
 NV0229'GOODING, AT THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 40.9 FEET
 NV0229'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF THE CENTER
 NV0229'LINE OF A GRAVEL ROAD, 4.5 FEET NORTHEAST OF A POWER LINE POLE, 1.8
 NV0229'FEET SOUTHWEST OF A WITNESS POST, 1.0 FOOT EAST OF A FENCE CORNER
 NV0229'POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 NV0229'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 NV0229
 NV0229                          STATION RECOVERY (1983)
 NV0229
 NV0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0229'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM
 NV0229'(1.0 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE INTERSECTION OF STATE
 NV0229'HIGHWAY 46 AT GOODING, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 NV0229'A PAVED ROAD, 0.17 KM (0.1 MI) EAST OF MILEPOST 149, 1.3 METERS
 NV0229'(4.5 FT) NORTH OF THE NORTH POLE OF A FOUR POLE STRUCTURE WITH THREE
 NV0229'TRANSFORMERS ATTACHED, 11.9 METERS (39 FT) SOUTH OF THE HIGHWAY
 NV0229'CENTERLINE AND 8.8 METERS (26 FT) EAST OF THE CENTER OF THE ROAD.
 NV0229'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NV0229'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 NV0229
 NV0229                          STATION RECOVERY (2002)
 NV0229
 NV0229'RECOVERY NOTE BY GEORGE YERION 2002 (GY)
 NV0229'APPROX N42-55-25.5 W114-43-56.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1127 ***********************************************************************
 NV1127  DESIGNATION -  HIGHWAY 30 STA 334+73.4 ROW
 NV1127  PID         -  NV1127
 NV1127  STATE/COUNTY-  ID/GOODING
 NV1127  USGS QUAD   -  TICESKA (1992)
 NV1127
 NV1127                         *CURRENT SURVEY CONTROL
 NV1127  ___________________________________________________________________
 NV1127* NAD 83(1992)-  42 57 49.04437(N)    115 05 12.23922(W)     ADJUSTED  
 NV1127* NAVD 88     -       938.     (meters)    3077.     (feet)  SCALED    
 NV1127  ___________________________________________________________________
 NV1127  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 NV1127  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 NV1127
 NV1127  HORZ ORDER  -  SECOND
 NV1127
 NV1127.The horizontal coordinates were established by classical geodetic methods
 NV1127.and adjusted by the National Geodetic Survey in July 1992..
 NV1127
 NV1127.The orthometric height was scaled from a topographic map.
 NV1127
 NV1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1127
 NV1127.The geoid height was determined by GEOID03.
 NV1127
 NV1127;                    North         East     Units Scale Factor Converg.
 NV1127;SPC ID C     -   144,630.697   411,338.752   MT  1.00004404   -0 44 26.5
 NV1127;SPC ID W     -   144,269.055   854,111.798   MT  0.99996934   +0 27 07.4
 NV1127;UTM  11      - 4,758,551.217   656,041.305   MT  0.99989955   +1 18 15.2
 NV1127
 NV1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1127!SPC ID C     -   0.99985539  x   1.00004404  =   0.99989942
 NV1127!SPC ID W     -   0.99985539  x   0.99996934  =   0.99982473
 NV1127!UTM  11      -   0.99985539  x   0.99989955  =   0.99975495
 NV1127
 NV1127                          SUPERSEDED SURVEY CONTROL
 NV1127
 NV1127  NAD 83(1986)-  42 57 49.04316(N)    115 05 12.23782(W) AD(       ) 2
 NV1127  NAD 27      -  42 57 49.39900(N)    115 05 09.00000(W) AD(       ) 2
 NV1127
 NV1127.Superseded values are not recommended for survey control.
 NV1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1127.See file dsdata.txt to determine how the superseded data were derived.
 NV1127
 NV1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH5604158551(NAD 83)
 NV1127
 NV1127  HISTORY     - Date     Condition        Report By
 NV1127  HISTORY     - 1945     MONUMENTED       CGS
 NV1127
 NV1127                          STATION DESCRIPTION
 NV1127
 NV1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV1127'SEE STATION ELMORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1119 ***********************************************************************
 NV1119  DESIGNATION -  HIGHWAY 30 STA 654+11.5
 NV1119  PID         -  NV1119
 NV1119  STATE/COUNTY-  ID/GOODING
 NV1119  USGS QUAD   -  BLISS (1992)
 NV1119
 NV1119                         *CURRENT SURVEY CONTROL
 NV1119  ___________________________________________________________________
 NV1119* NAD 83(1992)-  42 55 52.26678(N)    114 58 44.89657(W)     ADJUSTED  
 NV1119* NAVD 88     -      1006.8    (meters)    3303.     (feet)  VERTCON   
 NV1119  ___________________________________________________________________
 NV1119  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 NV1119  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 NV1119
 NV1119  HORZ ORDER  -  THIRD
 NV1119
 NV1119.The horizontal coordinates were established by classical geodetic methods
 NV1119.and adjusted by the National Geodetic Survey in July 1992..
 NV1119
 NV1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1119
 NV1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1119
 NV1119.The geoid height was determined by GEOID03.
 NV1119
 NV1119;                    North         East     Units Scale Factor Converg.
 NV1119;SPC ID C     -   140,919.363   420,075.023   MT  1.00002593   -0 40 01.0
 NV1119;SPC ID W     -   140,740.530   862,922.885   MT  0.99998202   +0 31 30.2
 NV1119;UTM  11      - 4,755,154.289   664,903.362   MT  0.99993454   +1 22 36.3
 NV1119
 NV1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1119!SPC ID C     -   0.99984455  x   1.00002593  =   0.99987048
 NV1119!SPC ID W     -   0.99984455  x   0.99998202  =   0.99982657
 NV1119!UTM  11      -   0.99984455  x   0.99993454  =   0.99977910
 NV1119
 NV1119                          SUPERSEDED SURVEY CONTROL
 NV1119
 NV1119  NAD 83(1986)-  42 55 52.26549(N)    114 58 44.89510(W) AD(       ) 3
 NV1119  NAD 27      -  42 55 52.62200(N)    114 58 41.67400(W) AD(       ) 3
 NV1119  NGVD 29 (07/19/86) 1006.0    (m)         3301.     (f) VERT ANG       
 NV1119
 NV1119.Superseded values are not recommended for survey control.
 NV1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1119.See file dsdata.txt to determine how the superseded data were derived.
 NV1119
 NV1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6490355154(NAD 83)
 NV1119
 NV1119  HISTORY     - Date     Condition        Report By
 NV1119  HISTORY     - 1945     MONUMENTED       CGS
 NV1119
 NV1119                          STATION DESCRIPTION
 NV1119
 NV1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV1119'STATION IS LOCATED ABOUT 1-1/2 MILES W OF BLISS, JUST W OF
 NV1119'A RAILROAD OVERPASS, ON THE SUMMIT OF A GRASSY HILL.  IT IS
 NV1119'54 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 30.
 NV1119'
 NV1119'STATION MARK IS A BRONZE DISK OF THE IDAHO STATE DEPARTMENT
 NV1119'OF PUBLIC WORKS SET IN THE TOP OF A CONCRETE POST WHICH
 NV1119'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS STAMPED 654+11.5.
 NV1119'
 NV1119'INTERSECTED FROM TRIANGULATION STATIONS BLISS AND RAPIDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1550 ***********************************************************************
 NU1550  DESIGNATION -  HIGHWAY 30N STA 10+39.7
 NU1550  PID         -  NU1550
 NU1550  STATE/COUNTY-  ID/BANNOCK
 NU1550  USGS QUAD   -  POCATELLO NORTH (1971)
 NU1550
 NU1550                         *CURRENT SURVEY CONTROL
 NU1550  ___________________________________________________________________
 NU1550* NAD 83(1992)-  42 53 27.01701(N)    112 28 32.31306(W)     ADJUSTED  
 NU1550* NAVD 88     -      1355.     (meters)    4446.     (feet)  SCALED    
 NU1550  ___________________________________________________________________
 NU1550  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 NU1550  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 NU1550
 NU1550  HORZ ORDER  -  SECOND
 NU1550
 NU1550.The horizontal coordinates were established by classical geodetic methods
 NU1550.and adjusted by the National Geodetic Survey in July 1992..
 NU1550
 NU1550.The orthometric height was scaled from a topographic map.
 NU1550
 NU1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1550
 NU1550.The geoid height was determined by GEOID03.
 NU1550
 NU1550;                    North         East     Units Scale Factor Converg.
 NU1550;SPC ID E     -   136,018.529   174,762.575   MT  0.99995520   -0 12 37.0
 NU1550;UTM  12      - 4,749,748.818   379,509.102   MT  0.99977861   -1 00 16.0
 NU1550
 NU1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1550!SPC ID E     -   0.99978954  x   0.99995520  =   0.99974475
 NU1550!UTM  12      -   0.99978954  x   0.99977861  =   0.99956820
 NU1550
 NU1550                          SUPERSEDED SURVEY CONTROL
 NU1550
 NU1550  NAD 83(1986)-  42 53 27.01000(N)    112 28 32.29588(W) AD(       ) 2
 NU1550  NAD 27      -  42 53 27.32140(N)    112 28 29.37050(W) AD(       ) 2
 NU1550
 NU1550.Superseded values are not recommended for survey control.
 NU1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1550.See file dsdata.txt to determine how the superseded data were derived.
 NU1550
 NU1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN7950949749(NAD 83)
 NU1550_MARKER: DD = SURVEY DISK
 NU1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1550+STABILITY: SURFACE MOTION
 NU1550
 NU1550  HISTORY     - Date     Condition        Report By
 NU1550  HISTORY     - 1960     MONUMENTED       IDDH
 NU1550
 NU1550                          STATION DESCRIPTION
 NU1550
 NU1550'DESCRIBED BY ID DEPT OF HIGHWAYS 1960
 NU1550'REFERENCE MARK NUMBER ONE IS AN IDAHO STATE HIGHWAY DEPARTMENT
 NU1550'MARK STAMPED STA 10+39.7, SET IN THE TOP OF A 6 INCH CONCRETE
 NU1550'CYLINDER WHICH PROJECTS 4 INCHES ABOVE GROUND LEVEL.  MARK
 NU1550'IS 6 INCHES SOUTHEAST OF A WITNESS POST, 63 FEET NORTH OF
 NU1550'THE APPROXIMATE CENTER LINE OF THE WEST BOUND TRAFFIC LANE
 NU1550'OF U.S. HIGHWAY 30N, AND 1 FOOT SOUTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1746 ***********************************************************************
 NU1746  DESIGNATION -  HIGHWAY 30N STA 171+36.3
 NU1746  PID         -  NU1746
 NU1746  STATE/COUNTY-  ID/MINIDOKA
 NU1746  USGS QUAD   -  RUPERT (1976)
 NU1746
 NU1746                         *CURRENT SURVEY CONTROL
 NU1746  ___________________________________________________________________
 NU1746* NAD 83(1992)-  42 34 20.70265(N)    113 43 54.11811(W)     ADJUSTED  
 NU1746* NAVD 88     -      1266.     (meters)    4154.     (feet)  SCALED    
 NU1746  ___________________________________________________________________
 NU1746  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 NU1746  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NU1746
 NU1746  HORZ ORDER  -  SECOND
 NU1746
 NU1746.The horizontal coordinates were established by classical geodetic methods
 NU1746.and adjusted by the National Geodetic Survey in July 1992..
 NU1746
 NU1746.The orthometric height was scaled from a topographic map.
 NU1746
 NU1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1746
 NU1746.The geoid height was determined by GEOID03.
 NU1746
 NU1746;                    North         East     Units Scale Factor Converg.
 NU1746;SPC ID C     -   100,636.410   522,027.419   MT  0.99995334   +0 10 53.4
 NU1746;UTM  12      - 4,716,951.457   275,798.677   MT  1.00021848   -1 50 55.8
 NU1746
 NU1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1746!SPC ID C     -   0.99980378  x   0.99995334  =   0.99975713
 NU1746!UTM  12      -   0.99980378  x   1.00021848  =   1.00002221
 NU1746
 NU1746                          SUPERSEDED SURVEY CONTROL
 NU1746
 NU1746  NAD 83(1986)-  42 34 20.70206(N)    113 43 54.11429(W) AD(       ) 2
 NU1746  NAD 27      -  42 34 21.02500(N)    113 43 51.06400(W) AD(       ) 2
 NU1746
 NU1746.Superseded values are not recommended for survey control.
 NU1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1746.See file dsdata.txt to determine how the superseded data were derived.
 NU1746
 NU1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7579916951(NAD 83)
 NU1746_MARKER: DD = SURVEY DISK
 NU1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1746
 NU1746  HISTORY     - Date     Condition        Report By
 NU1746  HISTORY     - 1950     MONUMENTED       IDDH
 NU1746
 NU1746                          STATION DESCRIPTION
 NU1746
 NU1746'DESCRIBED BY ID DEPT OF HIGHWAYS 1950
 NU1746'TO REACH STATION AMALGA FROM THE SOUTHEAST CORNER OF THE SQUARE
 NU1746'IN RUPERT GO SOUTH ON F STREET FOR 0.2 MILE TO U.S. HIGHWAY
 NU1746'30N.  TURN RIGHT, SOUTHWEST, AND GO 3.8 MILES TO STATION AMALGA
 NU1746'ON THE RIGHT.
 NU1746'
 NU1746'THE MARK IS A STANDARD IDAHO STATE HIGHWAY
 NU1746'DEPARTMENT DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 NU1746'POST THAT PROJECTS 1 FOOT.  IT IS 35 FEET NORTHWEST OF THE
 NU1746'CENTER LINE OF THE HIGHWAY AND 16 FEET NORTHEAST OF TELEGRAPH
 NU1746'POLE NUMBER 8.  THE DISK IS STAMPED--STA 171 36.3 BM 4149.44.
 NU1746'THE DISK IS ABOUT 2 FEET HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1657 ***********************************************************************
 NU1657  DESIGNATION -  HIGHWAY 30N STA 266+60.0 POT
 NU1657  PID         -  NU1657
 NU1657  STATE/COUNTY-  ID/POWER
 NU1657  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU1657
 NU1657                         *CURRENT SURVEY CONTROL
 NU1657  ___________________________________________________________________
 NU1657* NAD 83(1992)-  42 36 53.52432(N)    113 08 51.22883(W)     ADJUSTED  
 NU1657* NAVD 88     -      1342.     (meters)    4403.     (feet)  SCALED    
 NU1657  ___________________________________________________________________
 NU1657  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 NU1657  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 NU1657
 NU1657  HORZ ORDER  -  SECOND
 NU1657
 NU1657.The horizontal coordinates were established by classical geodetic methods
 NU1657.and adjusted by the National Geodetic Survey in July 1992..
 NU1657
 NU1657.The orthometric height was scaled from a topographic map.
 NU1657
 NU1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1657
 NU1657.The geoid height was determined by GEOID03.
 NU1657
 NU1657;                    North         East     Units Scale Factor Converg.
 NU1657;SPC ID E     -   105,783.314   119,522.889   MT  1.00002702   -0 39 51.0
 NU1657;SPC ID C     -   105,669.137   569,937.576   MT  1.00000752   +0 34 37.8
 NU1657;UTM  12      - 4,720,283.512   323,862.844   MT  0.99998171   -1 27 15.9
 NU1657
 NU1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1657!SPC ID E     -   0.99979176  x   1.00002702  =   0.99981877
 NU1657!SPC ID C     -   0.99979176  x   1.00000752  =   0.99979928
 NU1657!UTM  12      -   0.99979176  x   0.99998171  =   0.99977347
 NU1657
 NU1657                          SUPERSEDED SURVEY CONTROL
 NU1657
 NU1657  NAD 83(1986)-  42 36 53.52141(N)    113 08 51.22199(W) AD(       ) 2
 NU1657  NAD 27      -  42 36 53.83940(N)    113 08 48.23410(W) AD(       ) 2
 NU1657
 NU1657.Superseded values are not recommended for survey control.
 NU1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1657.See file dsdata.txt to determine how the superseded data were derived.
 NU1657
 NU1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN2386320284(NAD 83)
 NU1657_MARKER: DD = SURVEY DISK
 NU1657_SETTING: 0 = UNSPECIFIED SETTING
 NU1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1657
 NU1657  HISTORY     - Date     Condition        Report By
 NU1657  HISTORY     - 1960     MONUMENTED       IDPWD
 NU1657  HISTORY     - 1979     GOOD             NGS
 NU1657
 NU1657                          STATION DESCRIPTION
 NU1657
 NU1657'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1960
 NU1657'TO REACH STATION IDA 15W-9 FROM MASSACRE ROCKS, WHICH IS ABOUT 9.5
 NU1657'MILES WEST-SOUTHWEST OF AMERICAN FALLS, DRIVE WESTERLY ON U.S.
 NU1657'HIGHWAY 30N FOR 8.2 MILES TO BENCH MARK W 97 ON THE RIGHT.
 NU1657'CONTINUE WEST AND SOUTHWEST ON THE HIGHWAY FOR 1.3 MILES TO A
 NU1657'NARROW SIDE ROAD ON THE RIGHT IN A DEEP CUT IN A HIGH EMBANKMENT.
 NU1657'TURN RIGHT AND ASCEND THE BLADED ROAD FOR 0.1 MILE TO THE SUMMIT
 NU1657'OF THE MESA, THENCE TURN RIGHT AND DRIVE EAST ON DIM TRACKS
 NU1657'FOR 0.15 MILE TO THE EAST EDGE OF THE MESA, A
 NU1657'NORTHEAST-SOUTHWEST FENCE AND STATION IDA 15W-9.
 NU1657'
 NU1657'A STANDARD DISK OF THE IDAHO DEPARTMENT OF PUBLIC WORKS, STAMPED
 NU1657'P.O.T. 266+60.0.  THE DISK IS
 NU1657'SET IN THE CENTER OF THE TOP OF A PRECAST CONCRETE POST WHICH
 NU1657'PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 11
 NU1657'FEET WEST OF THE SOUTHWEST END OF A GATE IN THE FENCE AND 9
 NU1657'FEET NORTHWEST OF THE FENCE.
 NU1657
 NU1657                          STATION RECOVERY (1979)
 NU1657
 NU1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NU1657'THE DISK WAS RECOVERED BUT HAS BEEN BADLY CHIPPED BY FARM
 NU1657'MACHINERY.  FOR A ROUTE TO BEACH SEE THE DESCRIPTION FOR
 NU1657'IDA I5W-9 1960 1979.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0938 ***********************************************************************
 NU0938  DESIGNATION -  HIGHWAY 30S STA 883+06.1=A 178 RESET
 NU0938  PID         -  NU0938
 NU0938  STATE/COUNTY-  ID/CASSIA
 NU0938  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0938
 NU0938                         *CURRENT SURVEY CONTROL
 NU0938  ___________________________________________________________________
 NU0938* NAD 83(1986)-  42 31 51.     (N)    113 27 58.     (W)     SCALED    
 NU0938* NAVD 88     -      1363.477  (meters)    4473.34   (feet)  ADJUSTED  
 NU0938  ___________________________________________________________________
 NU0938  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU0938  DYNAMIC HT  -        1362.657 (meters)    4470.65  (feet)  COMP
 NU0938  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 NU0938
 NU0938  VERT ORDER  -  SECOND    CLASS 0
 NU0938
 NU0938.The horizontal coordinates were scaled from a topographic map and have
 NU0938.an estimated accuracy of +/- 6 seconds.
 NU0938
 NU0938.The orthometric height was determined by differential leveling
 NU0938.and adjusted by the National Geodetic Survey in June 1991..
 NU0938
 NU0938.The geoid height was determined by GEOID03.
 NU0938
 NU0938.The dynamic height is computed by dividing the NAVD 88
 NU0938.geopotential number by the normal gravity value computed on the
 NU0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0938.degrees latitude (g = 980.6199 gals.).
 NU0938
 NU0938.The modeled gravity was interpolated from observed gravity values.
 NU0938
 NU0938;                    North         East    Units  Estimated Accuracy
 NU0938;SPC ID C     -    96,120.      543,860.      MT  (+/- 180 meters Scaled)
 NU0938
 NU0938                          SUPERSEDED SURVEY CONTROL
 NU0938
 NU0938  NGVD 29 (??/??/92) 1362.465  (m)         4470.02   (f) ADJ UNCH    2 0
 NU0938
 NU0938.Superseded values are not recommended for survey control.
 NU0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0938.See file dsdata.txt to determine how the superseded data were derived.
 NU0938
 NU0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN974116(NAD 83)
 NU0938_MARKER: DD = SURVEY DISK
 NU0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0938_STAMPING: SEE TEXT
 NU0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0938+STABILITY: SURFACE MOTION
 NU0938
 NU0938  HISTORY     - Date     Condition        Report By
 NU0938  HISTORY     - 1951     MONUMENTED       IDPWD
 NU0938  HISTORY     - 1958     GOOD             NGS
 NU0938  HISTORY     - 1960     GOOD             NGS
 NU0938
 NU0938                          STATION DESCRIPTION
 NU0938
 NU0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0938'8.5 MI E FROM DECLO.
 NU0938'8.5 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF STATE
 NU0938'HIGHWAY 77 AT DECLO, 0.35 MILE NORTHWEST OF MILEPOST 256, 0.35 MILE
 NU0938'EAST OF THE Y JUNCTION OF A GRAVEL ROAD EAST, 60 FEET NORTHEAST OF THE
 NU0938'CENTER LINE OF THE HIGHWAY, 6.9 FEET SOUTHEAST OF A FENCE POST, 1.1
 NU0938'FEET SOUTHWEST OF A FENCE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND
 NU0938'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 NU0938'GROUND.  NOTE-- THE STAMPING ON THIS MARK IS OFF. 113.09 INSTEAD OF
 NU0938'60.0.  STAMPED R.P.P.O.T. 883+06.1 USBM A 178 RESET 1951 OFF.  113.09.
 NU0938
 NU0938                          STATION RECOVERY (1960)
 NU0938
 NU0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1675 ***********************************************************************
 NU1675  DESIGNATION -  HIGHWAY 30S STA 923+01.3 OFF 117.01
 NU1675  PID         -  NU1675
 NU1675  STATE/COUNTY-  ID/CASSIA
 NU1675  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU1675
 NU1675                         *CURRENT SURVEY CONTROL
 NU1675  ___________________________________________________________________
 NU1675* NAD 83(1992)-  42 31 29.09907(N)    113 27 11.16035(W)     ADJUSTED  
 NU1675* NAVD 88     -      1379.     (meters)    4524.     (feet)  SCALED    
 NU1675  ___________________________________________________________________
 NU1675  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 NU1675  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU1675
 NU1675  HORZ ORDER  -  THIRD
 NU1675
 NU1675.The horizontal coordinates were established by classical geodetic methods
 NU1675.and adjusted by the National Geodetic Survey in July 1992..
 NU1675
 NU1675.The orthometric height was scaled from a topographic map.
 NU1675
 NU1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1675
 NU1675.The geoid height was determined by GEOID03.
 NU1675
 NU1675;                    North         East     Units Scale Factor Converg.
 NU1675;SPC ID C     -    95,451.640   544,934.593   MT  0.99997220   +0 22 10.8
 NU1675;UTM  12      - 4,710,957.603   298,512.345   MT  1.00009951   -1 39 31.1
 NU1675
 NU1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1675!SPC ID C     -   0.99978603  x   0.99997220  =   0.99975824
 NU1675!UTM  12      -   0.99978603  x   1.00009951  =   0.99988552
 NU1675
 NU1675                          SUPERSEDED SURVEY CONTROL
 NU1675
 NU1675  NAD 83(1986)-  42 31 29.09764(N)    113 27 11.15578(W) AD(       ) 4
 NU1675  NAD 27      -  42 31 29.42170(N)    113 27 08.14960(W) AD(       ) 3
 NU1675
 NU1675.Superseded values are not recommended for survey control.
 NU1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1675.See file dsdata.txt to determine how the superseded data were derived.
 NU1675
 NU1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN9851210958(NAD 83)
 NU1675_MARKER: DD = SURVEY DISK
 NU1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1675_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1675+STABILITY: SURFACE MOTION
 NU1675
 NU1675  HISTORY     - Date     Condition        Report By
 NU1675  HISTORY     - 1959     MONUMENTED       IDPWD
 NU1675
 NU1675                          STATION DESCRIPTION
 NU1675
 NU1675'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1959
 NU1675'STATION IDA 80-132 IS 9.1 MILES EAST AND SOUTHEAST ALONG U.S. HIGHWAY
 NU1675'30 S FROM THE INTERSECTION OF U.S. HIGHWAY 30 S AND STATE ROUTE
 NU1675'77 IN DECLO, 50 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NU1675'10.7 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE LINE
 NU1675'AND 5 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU1675'
 NU1675'A 2-WHEEL DRIVE STATION.
 NU1675'
 NU1675'THE MARK IS A BRONZE DISK OF THE IDAHO DEPARTMENT OF
 NU1675'PUBLIC WORKS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 NU1675'PROJECTING 10 INCHES AND STAMPED R P POT 923 01.3 OFF 117.01.
 NU1675'IT IS 60 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 NU1675'SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE LINE AND 8 INCHES
 NU1675'SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1677 ***********************************************************************
 NU1677  DESIGNATION -  HIGHWAY 30S STA 923+06.3 OFF 97.5
 NU1677  PID         -  NU1677
 NU1677  STATE/COUNTY-  ID/CASSIA
 NU1677  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU1677
 NU1677                         *CURRENT SURVEY CONTROL
 NU1677  ___________________________________________________________________
 NU1677* NAD 83(1992)-  42 31 29.09956(N)    113 27 11.42055(W)     ADJUSTED  
 NU1677* NAVD 88     -      1379.     (meters)    4524.     (feet)  SCALED    
 NU1677  ___________________________________________________________________
 NU1677  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 NU1677  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU1677
 NU1677  HORZ ORDER  -  THIRD
 NU1677
 NU1677.The horizontal coordinates were established by classical geodetic methods
 NU1677.and adjusted by the National Geodetic Survey in July 1992..
 NU1677
 NU1677.The orthometric height was scaled from a topographic map.
 NU1677
 NU1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1677
 NU1677.The geoid height was determined by GEOID03.
 NU1677
 NU1677;                    North         East     Units Scale Factor Converg.
 NU1677;SPC ID C     -    95,451.616   544,928.655   MT  0.99997219   +0 22 10.6
 NU1677;UTM  12      - 4,710,957.790   298,506.409   MT  1.00009954   -1 39 31.2
 NU1677
 NU1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1677!SPC ID C     -   0.99978603  x   0.99997219  =   0.99975823
 NU1677!UTM  12      -   0.99978603  x   1.00009954  =   0.99988555
 NU1677
 NU1677                          SUPERSEDED SURVEY CONTROL
 NU1677
 NU1677  NAD 83(1986)-  42 31 29.09813(N)    113 27 11.41598(W) AD(       ) 4
 NU1677  NAD 27      -  42 31 29.42220(N)    113 27 08.40980(W) AD(       ) 3
 NU1677
 NU1677.Superseded values are not recommended for survey control.
 NU1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1677.See file dsdata.txt to determine how the superseded data were derived.
 NU1677
 NU1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN9850610958(NAD 83)
 NU1677_MARKER: DD = SURVEY DISK
 NU1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1677+STABILITY: SURFACE MOTION
 NU1677
 NU1677  HISTORY     - Date     Condition        Report By
 NU1677  HISTORY     - 1959     MONUMENTED       IDPWD
 NU1677
 NU1677                          STATION DESCRIPTION
 NU1677
 NU1677'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1959
 NU1677'THE STATION IS 9.1 MILES EAST AND SOUTHEAST ALONG U.S. HIGHWAY
 NU1677'30 S FROM THE INTERSECTION OF U.S. HIGHWAY 30 S AND STATE ROUTE
 NU1677'77 IN DECLO, 50 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NU1677'10.7 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE LINE
 NU1677'AND 5 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU1677'
 NU1677'A 2-WHEEL DRIVE STATION.
 NU1677'
 NU1677'REFERENCE MARK 3 IS A BRONZE DISK OF THE IDAHO DEPARTMENT OF
 NU1677'PUBLIC WORKS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 NU1677'PROJECTING 10 INCHES AND STAMPED R P POT 923 01.3 OFF 97.51.
 NU1677'IT IS 50 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NU1677'11.2 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE LINE
 NU1677'AND 6 INCHES SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0369 ***********************************************************************
 NT0369  DESIGNATION -  HIGHWAY 91 MARK
 NT0369  PID         -  NT0369
 NT0369  STATE/COUNTY-  ID/FRANKLIN
 NT0369  USGS QUAD   -  RICHMOND (1964)
 NT0369
 NT0369                         *CURRENT SURVEY CONTROL
 NT0369  ___________________________________________________________________
 NT0369* NAD 83(1986)-  41 59 57.     (N)    111 48 48.     (W)     SCALED    
 NT0369* NAVD 88     -      1373.271  (meters)    4505.47   (feet)  ADJUSTED  
 NT0369  ___________________________________________________________________
 NT0369  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 NT0369  DYNAMIC HT  -        1372.331 (meters)    4502.39  (feet)  COMP
 NT0369  MODELED GRAV-     979,890.6   (mgal)                       NAVD 88
 NT0369
 NT0369  VERT ORDER  -  SECOND    CLASS 0
 NT0369
 NT0369.The horizontal coordinates were scaled from a topographic map and have
 NT0369.an estimated accuracy of +/- 6 seconds.
 NT0369
 NT0369.The orthometric height was determined by differential leveling
 NT0369.and adjusted by the National Geodetic Survey in June 1991..
 NT0369
 NT0369.The geoid height was determined by GEOID03.
 NT0369
 NT0369.The dynamic height is computed by dividing the NAVD 88
 NT0369.geopotential number by the normal gravity value computed on the
 NT0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0369.degrees latitude (g = 980.6199 gals.).
 NT0369
 NT0369.The modeled gravity was interpolated from observed gravity values.
 NT0369
 NT0369;                    North         East    Units  Estimated Accuracy
 NT0369;SPC ID E     -    36,990.      229,270.      MT  (+/- 180 meters Scaled)
 NT0369
 NT0369                          SUPERSEDED SURVEY CONTROL
 NT0369
 NT0369  NGVD 29 (??/??/92) 1372.281  (m)         4502.23   (f) ADJ UNCH    2 0
 NT0369
 NT0369.Superseded values are not recommended for survey control.
 NT0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0369.See file dsdata.txt to determine how the superseded data were derived.
 NT0369
 NT0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM326500(NAD 83)
 NT0369_MARKER: DD = SURVEY DISK
 NT0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0369+STABILITY: SURFACE MOTION
 NT0369
 NT0369  HISTORY     - Date     Condition        Report By
 NT0369  HISTORY     - UNK      MONUMENTED       IDPWD
 NT0369  HISTORY     - 1951     GOOD             NGS
 NT0369
 NT0369                          STATION DESCRIPTION
 NT0369
 NT0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NT0369'1.4 MI S FROM FRANKLIN.
 NT0369'ABOUT 1.4 MILES SOUTH ALONG U. S. HIGHWAY 91 FROM THE POST OFFICE IN
 NT0369'FRANKLIN, ON THE UTAH-IDAHO STATE LINE, IN LINE WITH THE BOUNDRY
 NT0369'MARKERS, 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 27.2 FEET
 NT0369'WEST OF THE SOUTH END OF A 20-INCH CORRUGATED METAL PIPE CULVERT UNDER
 NT0369'THE HIGHWAY, 1.6 FEET NORTH OF A TELEGRAPH POLE, 0.7 FEET EAST OF A
 NT0369'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE
 NT0369'THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0621 ***********************************************************************
 QY0621  DESIGNATION -  HIGHWAY 93 RP 1
 QY0621  PID         -  QY0621
 QY0621  STATE/COUNTY-  ID/LEMHI
 QY0621  USGS QUAD   -  BIRD CREEK (1966)
 QY0621
 QY0621                         *CURRENT SURVEY CONTROL
 QY0621  ___________________________________________________________________
 QY0621* NAD 83(1992)-  45 16 45.15871(N)    113 53 35.53622(W)     ADJUSTED  
 QY0621* NAVD 88     -      1158.     (meters)    3799.     (feet)  SCALED    
 QY0621  ___________________________________________________________________
 QY0621  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 QY0621  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 QY0621
 QY0621  HORZ ORDER  -  SECOND
 QY0621
 QY0621.The horizontal coordinates were established by classical geodetic methods
 QY0621.and adjusted by the National Geodetic Survey in July 1992..
 QY0621
 QY0621.The orthometric height was scaled from a topographic map.
 QY0621
 QY0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0621
 QY0621.The geoid height was determined by GEOID03.
 QY0621
 QY0621;                    North         East     Units Scale Factor Converg.
 QY0621;SPC ID C     -   401,345.221   508,379.049   MT  0.99994823   +0 04 33.2
 QY0621;UTM  12      - 5,018,040.529   273,082.255   MT  1.00023316   -2 03 23.8
 QY0621
 QY0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0621!SPC ID C     -   0.99982051  x   0.99994823  =   0.99976875
 QY0621!UTM  12      -   0.99982051  x   1.00023316  =   1.00005363
 QY0621
 QY0621                          SUPERSEDED SURVEY CONTROL
 QY0621
 QY0621  NAD 83(1986)-  45 16 45.15640(N)    113 53 35.52988(W) AD(       ) 2
 QY0621  NAD 27      -  45 16 45.44300(N)    113 53 32.28100(W) AD(       ) 2
 QY0621
 QY0621.Superseded values are not recommended for survey control.
 QY0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0621.See file dsdata.txt to determine how the superseded data were derived.
 QY0621
 QY0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR7308218041(NAD 83)
 QY0621
 QY0621  HISTORY     - Date     Condition        Report By
 QY0621  HISTORY     - 1945     MONUMENTED       CGS
 QY0621  HISTORY     - 19970601 POOR             IDTD
 QY0621
 QY0621                          STATION DESCRIPTION
 QY0621
 QY0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QY0621'SEE STATION BADGER
 QY0621
 QY0621                          STATION RECOVERY (1997)
 QY0621
 QY0621'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0621'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0624 ***********************************************************************
 QY0624  DESIGNATION -  HIGHWAY 93 RP 2
 QY0624  PID         -  QY0624
 QY0624  STATE/COUNTY-  ID/LEMHI
 QY0624  USGS QUAD   -  BIRD CREEK (1966)
 QY0624
 QY0624                         *CURRENT SURVEY CONTROL
 QY0624  ___________________________________________________________________
 QY0624* NAD 83(1992)-  45 16 45.15692(N)    113 53 34.14007(W)     ADJUSTED  
 QY0624* NAVD 88     -      1158.     (meters)    3799.     (feet)  SCALED    
 QY0624  ___________________________________________________________________
 QY0624  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 QY0624  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 QY0624
 QY0624  HORZ ORDER  -  SECOND
 QY0624
 QY0624.The horizontal coordinates were established by classical geodetic methods
 QY0624.and adjusted by the National Geodetic Survey in July 1992..
 QY0624
 QY0624.The orthometric height was scaled from a topographic map.
 QY0624
 QY0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 QY0624
 QY0624.The geoid height was determined by GEOID03.
 QY0624
 QY0624;                    North         East     Units Scale Factor Converg.
 QY0624;SPC ID C     -   401,345.206   508,409.477   MT  0.99994824   +0 04 34.2
 QY0624;UTM  12      - 5,018,039.381   273,112.670   MT  1.00023299   -2 03 22.9
 QY0624
 QY0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QY0624!SPC ID C     -   0.99982051  x   0.99994824  =   0.99976876
 QY0624!UTM  12      -   0.99982051  x   1.00023299  =   1.00005346
 QY0624
 QY0624                          SUPERSEDED SURVEY CONTROL
 QY0624
 QY0624  NAD 83(1986)-  45 16 45.15461(N)    113 53 34.13373(W) AD(       ) 2
 QY0624  NAD 27      -  45 16 45.44200(N)    113 53 30.88500(W) AD(       ) 2
 QY0624
 QY0624.Superseded values are not recommended for survey control.
 QY0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0624.See file dsdata.txt to determine how the superseded data were derived.
 QY0624
 QY0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR7311318039(NAD 83)
 QY0624
 QY0624  HISTORY     - Date     Condition        Report By
 QY0624  HISTORY     - 1945     MONUMENTED       CGS
 QY0624  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 QY0624
 QY0624                          STATION DESCRIPTION
 QY0624
 QY0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QY0624'SEE STATION BADGER
 QY0624
 QY0624                          STATION RECOVERY (1997)
 QY0624
 QY0624'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0047 ***********************************************************************
 NV0047  DESIGNATION -  HIGHWAY 93 STA 53+32
 NV0047  PID         -  NV0047
 NV0047  STATE/COUNTY-  ID/TWIN FALLS
 NV0047  USGS QUAD   -  TWIN FALLS (1992)
 NV0047
 NV0047                         *CURRENT SURVEY CONTROL
 NV0047  ___________________________________________________________________
 NV0047* NAD 83(1986)-  42 34 40.     (N)    114 27 38.     (W)     SCALED    
 NV0047* NAVD 88     -      1126.233  (meters)    3694.98   (feet)  ADJUSTED  
 NV0047  ___________________________________________________________________
 NV0047  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 NV0047  DYNAMIC HT  -        1125.638 (meters)    3693.03  (feet)  COMP
 NV0047  MODELED GRAV-     980,054.5   (mgal)                       NAVD 88
 NV0047
 NV0047  VERT ORDER  -  SECOND    CLASS 0
 NV0047
 NV0047.The horizontal coordinates were scaled from a topographic map and have
 NV0047.an estimated accuracy of +/- 6 seconds.
 NV0047
 NV0047.The orthometric height was determined by differential leveling
 NV0047.and adjusted by the National Geodetic Survey in June 1991..
 NV0047
 NV0047.The geoid height was determined by GEOID03.
 NV0047
 NV0047.The dynamic height is computed by dividing the NAVD 88
 NV0047.geopotential number by the normal gravity value computed on the
 NV0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0047.degrees latitude (g = 980.6199 gals.).
 NV0047
 NV0047.The modeled gravity was interpolated from observed gravity values.
 NV0047
 NV0047;                    North         East    Units  Estimated Accuracy
 NV0047;SPC ID C     -   101,300.      462,190.      MT  (+/- 180 meters Scaled)
 NV0047
 NV0047                          SUPERSEDED SURVEY CONTROL
 NV0047
 NV0047  NGVD 29 (??/??/92) 1125.354  (m)         3692.10   (f) ADJ UNCH    2 0
 NV0047
 NV0047.Superseded values are not recommended for survey control.
 NV0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0047.See file dsdata.txt to determine how the superseded data were derived.
 NV0047
 NV0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH084170(NAD 83)
 NV0047_MARKER: DD = SURVEY DISK
 NV0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0047_STAMPING: 53+32
 NV0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0047+STABILITY: SURFACE MOTION
 NV0047
 NV0047  HISTORY     - Date     Condition        Report By
 NV0047  HISTORY     - UNK      MONUMENTED       IDPWD
 NV0047  HISTORY     - 1946     GOOD             NGS
 NV0047  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0047  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0047
 NV0047                          STATION DESCRIPTION
 NV0047
 NV0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NV0047'2 MI N FROM TWIN FALLS.
 NV0047'2 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE RAILROAD STATION AT TWIN
 NV0047'FALLS, AT CITY LIMITS, 44.7 FEET NORTHEAST OF THE INTERSECTION OF THE
 NV0047'CENTERLINES OF THE HIGHWAY AND THE ROAD LEADING TO SHOSHINE FALLS, 6.4
 NV0047'FEET SOUTHWEST OF THE CANAL LOCKS, AND SET IN A CONCRETE POST
 NV0047'PROJECTING 5 INCHES ABOVE GROUND.
 NV0047
 NV0047                          STATION RECOVERY (1978)
 NV0047
 NV0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0047'MARK NOT FOUND.
 NV0047
 NV0047                          STATION RECOVERY (1983)
 NV0047
 NV0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0047'AFTER PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NV0047'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1642 ***********************************************************************
 NU1642  DESIGNATION -  HIGHWAY FAB 30 B 102RT ROW
 NU1642  PID         -  NU1642
 NU1642  STATE/COUNTY-  ID/POWER
 NU1642  USGS QUAD   -  AMERICAN FALLS (1971)
 NU1642
 NU1642                         *CURRENT SURVEY CONTROL
 NU1642  ___________________________________________________________________
 NU1642* NAD 83(1992)-  42 49 56.64639(N)    112 46 17.65370(W)     ADJUSTED  
 NU1642* NAVD 88     -      1348.06   (+/-2cm)    4422.8    (feet)  VERTCON   
 NU1642  ___________________________________________________________________
 NU1642  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 NU1642  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 NU1642
 NU1642  HORZ ORDER  -  SECOND
 NU1642  VERT ORDER  -  THIRD ? (See Below)
 NU1642
 NU1642.The horizontal coordinates were established by classical geodetic methods
 NU1642.and adjusted by the National Geodetic Survey in July 1992..
 NU1642
 NU1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1642.The vertical order pertains to the NGVD 29 superseded value.
 NU1642
 NU1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1642
 NU1642.The geoid height was determined by GEOID03.
 NU1642
 NU1642;                    North         East     Units Scale Factor Converg.
 NU1642;SPC ID E     -   129,658.358   150,544.242   MT  0.99997745   -0 24 40.5
 NU1642;UTM  12      - 4,743,725.653   355,208.583   MT  0.99985792   -1 12 16.6
 NU1642
 NU1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1642!SPC ID E     -   0.99979073  x   0.99997745  =   0.99976818
 NU1642!UTM  12      -   0.99979073  x   0.99985792  =   0.99964868
 NU1642
 NU1642                          SUPERSEDED SURVEY CONTROL
 NU1642
 NU1642  NAD 83(1986)-  42 49 56.64150(N)    112 46 17.64181(W) AD(       ) 2
 NU1642  NAD 27      -  42 49 56.96060(N)    112 46 14.66990(W) AD(       ) 2
 NU1642  NGVD 29 (07/19/86) 1347.02   (m)         4419.3    (f) LEVELING    3  
 NU1642
 NU1642.Superseded values are not recommended for survey control.
 NU1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1642.See file dsdata.txt to determine how the superseded data were derived.
 NU1642
 NU1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5520943726(NAD 83)
 NU1642_MARKER: Z = SEE DESCRIPTION
 NU1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1642+STABILITY: SURFACE MOTION
 NU1642
 NU1642  HISTORY     - Date     Condition        Report By
 NU1642  HISTORY     - 1960     MONUMENTED       IDDH
 NU1642
 NU1642                          STATION DESCRIPTION
 NU1642
 NU1642'DESCRIBED BY ID DEPT OF HIGHWAYS 1960
 NU1642'IDA 15W-18 REFERENCE MARK NUMBER 2 IS AN IDAHO HIGHWAY DEPARTMENT
 NU1642'RIGHT-OF-WAY MARK, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST,
 NU1642'STAMPED 102 RT FAP 30 B.  MARK IS 4 FEET EAST OF A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1131 ***********************************************************************
 NV1131  DESIGNATION -  HILL
 NV1131  PID         -  NV1131
 NV1131  STATE/COUNTY-  ID/ELMORE
 NV1131  USGS QUAD   -  PASADENA VALLEY (1992)
 NV1131
 NV1131                         *CURRENT SURVEY CONTROL
 NV1131  ___________________________________________________________________
 NV1131* NAD 83(1992)-  42 59 29.96513(N)    115 14 25.51517(W)     ADJUSTED  
 NV1131* NAVD 88     -       883.1    (meters)    2897.     (feet)  VERTCON   
 NV1131  ___________________________________________________________________
 NV1131  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 NV1131  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 NV1131
 NV1131  HORZ ORDER  -  SECOND
 NV1131
 NV1131.The horizontal coordinates were established by classical geodetic methods
 NV1131.and adjusted by the National Geodetic Survey in July 1992..
 NV1131
 NV1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1131
 NV1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1131
 NV1131.The geoid height was determined by GEOID03.
 NV1131
 NV1131;                    North         East     Units Scale Factor Converg.
 NV1131;SPC ID W     -   147,295.702   841,554.465   MT  0.99995457   +0 20 50.9
 NV1131;SPC ID C     -   147,918.467   398,845.953   MT  1.00007320   -0 50 45.3
 NV1131;UTM  11      - 4,761,390.483   643,441.416   MT  0.99985312   +1 12 00.2
 NV1131
 NV1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1131!SPC ID W     -   0.99986399  x   0.99995457  =   0.99981857
 NV1131!SPC ID C     -   0.99986399  x   1.00007320  =   0.99993718
 NV1131!UTM  11      -   0.99986399  x   0.99985312  =   0.99971713
 NV1131
 NV1131:                Primary Azimuth Mark                     Grid Az
 NV1131:SPC ID W     -  HILL AZIMUTH NORTH                       066 19 37.7
 NV1131:SPC ID C     -  HILL AZIMUTH NORTH                       067 31 13.9
 NV1131:UTM  11      -  HILL AZIMUTH NORTH                       065 28 28.4
 NV1131
 NV1131|---------------------------------------------------------------------|
 NV1131| PID    Reference Object                     Distance      Geod. Az  |
 NV1131|                                                           dddmmss.s |
 NV1131| OZ0830 HILL AZIMUTH NORTH                  APPROX. 3.4 KM 0664028.6 |
 NV1131| NV0797 HILL AZIMUTH SOUTH                  APPROX. 3.2 KM 2275343.0 |
 NV1131| NV1132 HILL RM 1                           215.153 METERS 30503     |
 NV1131| CD5246 HILL RM 2                            20.013 METERS 33521     |
 NV1131|---------------------------------------------------------------------|
 NV1131
 NV1131                          SUPERSEDED SURVEY CONTROL
 NV1131
 NV1131  NAD 83(1986)-  42 59 29.96403(N)    115 14 25.51373(W) AD(       ) 2
 NV1131  NAD 27      -  42 59 30.32660(N)    115 14 22.26200(W) AD(       ) 2
 NV1131  NGVD 29 (07/19/86)  882.3    (m)         2895.     (f) VERT ANG       
 NV1131
 NV1131.Superseded values are not recommended for survey control.
 NV1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1131.See file dsdata.txt to determine how the superseded data were derived.
 NV1131
 NV1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4344161390(NAD 83)
 NV1131_MARKER: DS = TRIANGULATION STATION DISK
 NV1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1131_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NV1131_STAMPING: HILL 1959
 NV1131_MARK LOGO: CGS   
 NV1131_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1131+STABILITY: SURFACE MOTION
 NV1131
 NV1131  HISTORY     - Date     Condition        Report By
 NV1131  HISTORY     - 1959     MONUMENTED       CGS
 NV1131  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NV1131  HISTORY     - 19831004 GOOD             NGS
 NV1131
 NV1131                          STATION DESCRIPTION
 NV1131
 NV1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV1131'THE STATION IS ON THE SUMMIT OF THE FIRST STEEP FLAT TOPPED
 NV1131'HILL 2.0 MILES WEST OF KING HILL, 10 FEET NORTH OF THE SOUTH
 NV1131'EDGE OF THE HILL, 30 FEET SOUTHWEST OF THE EDGE OF THE HILL
 NV1131'WHERE THE TRACK ROAD SURMOUNTS THE SUMMIT OF THE HILL FROM
 NV1131'THE EAST SIDE AND 7 FEET NORTH OF A METAL WITNESS POST WITH
 NV1131'SIGN ATTACHED.
 NV1131'
 NV1131'TO REACH THE STATION FROM THE PORT OF ENTRY STATION AT KING
 NV1131'HILL GO WEST ON U.S. HIGHWAY 30 FOR 2.4 MILES TO A SIDE ROAD,
 NV1131'TURN SHARP RIGHT, NORTHEAST, AND FOLLOW THE BEST ROAD TO THE
 NV1131'TOP OF THE HILL AND THE STATION SITE AT THE EAST END OF THE HILL.
 NV1131'THIS HILL HAS BEEN USED FOR A BORROW PIT, THEREFORE, THERE
 NV1131'IS SEVERAL ROADS TO THE TOP OF THE HILL.
 NV1131'
 NV1131'THE STATION MARK IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE
 NV1131'POST PROJECTING 2 INCHES AND STAMPED HILL 1959.
 NV1131'
 NV1131'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 NV1131'POST PROJECTING 2 INCHES AND STAMPED HILL NO 1 1959.  IT IS
 NV1131'10 FEET EAST OF THE WEST EDGE OF THE HILL AND 7 FEET SOUTHEAST OF
 NV1131'A METAL WITNESS POST.
 NV1131'
 NV1131'REFERENCE MARK 2 IS A STANDARD DISK SET IN A CYLINDRICAL
 NV1131'CONCRETE POST PROJECTING 3 INCHES AND STAMPED HILL NO 2 1959.
 NV1131'IT IS ABOUT 40 FEET NORTHWEST OF THE POINT WHERE THE TRACK
 NV1131'ROAD FROM THE EAST SIDE TOPS OUT ON THE SUMMIT AND 4 FEET
 NV1131'SOUTH OF THE NORTH EDGE OF THE HILL.
 NV1131'
 NV1131'HILL AZIMUTH NORTH IS LOCATED AT KING HILL AND WAS SEPERATLY
 NV1131'OCCUPIED AND DESCRIBED.
 NV1131'
 NV1131'HILL AZIMUTH SOUTH IS SET AT THE EAST END OF THE HIGHWAY
 NV1131'GUARD RAIL AT THE POINT OF THE RIDGE WHERE THERE IS A HIGH
 NV1131'CUT BANK ON THE RIGHT AND JUST ABOVE THE RAILROAD TO THE LEFT
 NV1131'ALONG U.S. HIGHWAY 30.  IT WAS SEPERATLY OCCUPIED AND DESCRIBED.
 NV1131'
 NV1131'A 4-WHEEL DRIVE STATION WHEN APPROACHED FROM THE EAST OR A
 NV1131'2-WHEEL DRIVE WHEN APPROACHED FROM THE SOUTHWEST.
 NV1131
 NV1131                          STATION RECOVERY (1965)
 NV1131
 NV1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 NV1131'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 NV1131'WERE RECOVERED AS DESCRIBED.  THE ORIGINAL TO REACH IS OBSOLETE
 NV1131'AS THIS ROAD HAS BEEN FENCED OFF.  A NEW TO REACH FOLLOWS.
 NV1131'
 NV1131'TO REACH THE STATION FROM THE PORT OF ENTRY AT KING HILL GO
 NV1131'WEST ON U.S. HIGHWAYS 20, 26 AND 30 FOR 1.4 MILES TO A DRIVEWAY
 NV1131'ON THE RIGHT, JUST AFTER CROSSING KING HILL CREEK, TURN RIGHT
 NV1131'AND GO NORTH ON THE DRIVEWAY FOR 0.05 MILE TO A TRACK ROAD
 NV1131'ON THE LEFT, TURN LEFT AND GO WEST ON THE SOUTH SIDE OF THE
 NV1131'FENCE FOR ABOUT 500 FEET TO A FENCE CORNER, CONTINUE WEST ON
 NV1131'THE TRACK ROAD, UP VERY STEEP GRADE FOR ABOUT 0.2 MILE, (THIS
 NV1131'DISTANCE WAS PACKED BY THIS PARTY) TO THE SUMMIT AND STATION
 NV1131'ON THE LEFT.
 NV1131
 NV1131                          STATION RECOVERY (1983)
 NV1131
 NV1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NV1131'THE STATION AND RM 2 WERE RECOVERED.  RM 1 WAS SEARCHED FOR BUT WAS
 NV1131'NOT FOUND.  BOTH HILL AZ N AND HILL AZ S WERE RECOVERED.  THE AZ TO RM
 NV1131'2 CHECKS FAVORABLY WITH PREVIOUS ANGLES.  THE DISTANCE DIFFERS BY 14
 NV1131'MILLIMETERS.
 NV1131' 
 NV1131'THE STATION IS A STANDARD USCGS DISKS STAMPED---HILL 1959---, SET INTO
 NV1131'THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 15
 NV1131'CM ABOVE THE GROUND.  THE STATION IS LOCATED 14 METERS (45.9 FT) WNW
 NV1131'FROM THE SE POINT OF HILL, 7 METERS (23.0 FT) SW FROM THE CENTERLINE
 NV1131'OF A TRACK ROAD DOWN HILL, 2 METERS (6.6 FT) NE FROM THE S EDGE OF
 NV1131'HILL, 1.8 METERS (5.9 FT) NE FROM A METAL WITNESS POST.
 NV1131' 
 NV1131'RM NO 2, IS A STANDARD USCGS DISK STAMPED---HILL NO 2 1959---, SET
 NV1131'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER,
 NV1131'PROJECTING 4 CM, ABOVE THE GROUND.  THE STATION IS LOCATED 24 METERS
 NV1131'(78.7 FT) N FROM THE SOUTHEASTERN MOST POINT OF HILL, 5 METERS (16.4
 NV1131'FT) ENE FROM THE CENTERLINE OF TRACK ROAD, 0.3 METERS (1.0 FT) W FROM
 NV1131'THE E EDGE OF HILL, AND ABOUT SAME ELEVATION AS THE STATION.
 NV1131' 
 NV1131'RM NO 3, IS A STANDARD NGS DISK STAMPED---HILL 1959 NO 3 1983---.  THE
 NV1131'STATION IS LOCATED 4 METERS (13.1 FT) NW FROM THE SE POINT OF HILL, 4
 NV1131'METERS (13.1 FT) SW FROM THE CENTERLINE OF A TRACK ROAD, 1 METERS (3.3
 NV1131'FT) NE FROM THE SOUTHERN SIDE OF HILL, AND 0.3 METERS (1.0 FT) LOWER
 NV1131'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0830 ***********************************************************************
 OZ0830  DESIGNATION -  HILL AZIMUTH NORTH
 OZ0830  PID         -  OZ0830
 OZ0830  STATE/COUNTY-  ID/ELMORE
 OZ0830  USGS QUAD   -  KING HILL (1986)
 OZ0830
 OZ0830                         *CURRENT SURVEY CONTROL
 OZ0830  ___________________________________________________________________
 OZ0830* NAD 83(1994)-  43 00 12.93141(N)    115 12 09.67868(W)     ADJUSTED  
 OZ0830* NAVD 88     -       771.387  (meters)    2530.79   (feet)  ADJUSTED  
 OZ0830  ___________________________________________________________________
 OZ0830  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 OZ0830  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 OZ0830  DYNAMIC HT  -         771.067 (meters)    2529.74  (feet)  COMP
 OZ0830  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 OZ0830
 OZ0830  HORZ ORDER  -  SECOND
 OZ0830  VERT ORDER  -  FIRST     CLASS II
 OZ0830
 OZ0830.The horizontal coordinates were established by classical geodetic methods
 OZ0830.and adjusted by the National Geodetic Survey in June 1998..
 OZ0830
 OZ0830.The orthometric height was determined by differential leveling
 OZ0830.and adjusted by the National Geodetic Survey in June 1991..
 OZ0830
 OZ0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0830
 OZ0830.The geoid height was determined by GEOID03.
 OZ0830
 OZ0830.The dynamic height is computed by dividing the NAVD 88
 OZ0830.geopotential number by the normal gravity value computed on the
 OZ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0830.degrees latitude (g = 980.6199 gals.).
 OZ0830
 OZ0830.The modeled gravity was interpolated from observed gravity values.
 OZ0830
 OZ0830;                    North         East     Units Scale Factor Converg.
 OZ0830;SPC ID W     -   148,640.870   844,622.781   MT  0.99995782   +0 22 23.9
 OZ0830;SPC ID C     -   149,199.577   401,941.973   MT  1.00006561   -0 49 13.3
 OZ0830;UTM  11      - 4,762,781.026   646,489.077   MT  0.99986399   +1 13 33.8
 OZ0830
 OZ0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0830!SPC ID W     -   0.99988150  x   0.99995782  =   0.99983932
 OZ0830!SPC ID C     -   0.99988150  x   1.00006561  =   0.99994710
 OZ0830!UTM  11      -   0.99988150  x   0.99986399  =   0.99974550
 OZ0830
 OZ0830:                Primary Azimuth Mark                     Grid Az
 OZ0830:SPC ID W     -  HILL                                     246 19 37.4
 OZ0830:SPC ID C     -  HILL                                     247 31 14.6
 OZ0830:UTM  11      -  HILL                                     245 28 27.5
 OZ0830
 OZ0830|---------------------------------------------------------------------|
 OZ0830| PID    Reference Object                     Distance      Geod. Az  |
 OZ0830|                                                           dddmmss.s |
 OZ0830| NV1131 HILL                                APPROX. 3.4 KM 2464201.3 |
 OZ0830|---------------------------------------------------------------------|
 OZ0830
 OZ0830                          SUPERSEDED SURVEY CONTROL
 OZ0830
 OZ0830  NAD 83(1992)-  43 00 12.93141(N)    115 12 09.67868(W) AD(       ) 2
 OZ0830  NAD 83(1986)-  43 00 12.93027(N)    115 12 09.67722(W) AD(       ) 2
 OZ0830  NAD 27      -  43 00 13.29160(N)    115 12 06.42860(W) AD(       ) 2
 OZ0830
 OZ0830.Superseded values are not recommended for survey control.
 OZ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0830.See file dsdata.txt to determine how the superseded data were derived.
 OZ0830
 OZ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4648962781(NAD 83)
 OZ0830_MARKER: DZ = AZIMUTH MARK DISK
 OZ0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0830_SP_SET: CONCRETE POST
 OZ0830_STAMPING: HILL AZIMUTH NORTH 1959
 OZ0830_MARK LOGO: CGS   
 OZ0830_PROJECTION: PROJECTING 10 CENTIMETERS
 OZ0830_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0830+STABILITY: SURFACE MOTION
 OZ0830
 OZ0830  HISTORY     - Date     Condition        Report By
 OZ0830  HISTORY     - 1959     MONUMENTED       CGS
 OZ0830  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OZ0830  HISTORY     - 1983     GOOD             NGS
 OZ0830  HISTORY     - 19831014 GOOD             NGS
 OZ0830
 OZ0830                          STATION DESCRIPTION
 OZ0830
 OZ0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ0830'THE STATION IS AT KING HILL.  ACROSS U.S. HIGHWAY 30 FROM
 OZ0830'THE KING HILL RAILROAD STATION AND BETWEEN THE HIGHWAY AND
 OZ0830'A FRONTAGE ROAD.
 OZ0830'
 OZ0830'THE STATION MARK, STAMPED HILL AZIMUTH NORTH 1959, IS A
 OZ0830'STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 OZ0830'PROJECTING 4 INCHES, 70 FEET NORTH OF THE CENTERLINE OF THE
 OZ0830'HIGHWAY AND 4-1/2 FEET WEST-NORTHWEST OF A METAL WITNESS
 OZ0830'POST WITH SIGN.
 OZ0830
 OZ0830                          STATION RECOVERY (1965)
 OZ0830
 OZ0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 OZ0830'THE STATION WAS RECOVERED AS DESCRIBED.
 OZ0830
 OZ0830                          STATION RECOVERY (1983)
 OZ0830
 OZ0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0830'0.2 KM (0.1 MI) EAST FROM KING HILL.
 OZ0830'0.2 KM (0.1 MI) EAST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE POST
 OZ0830'OFFICE IN KING HILL, 0.23 KM (0.15 MI) WEST OF THE EAST Y JUNCTION OF
 OZ0830'THE NORTH FRONTAGE ROAD, 21.3 METERS (70 FT) NORTH OF THE HIGHWAY
 OZ0830'CENTERLINE, 37.8 METERS (124 FT) WEST OF THE CENTER OF A PAVED EXIT
 OZ0830'ROAD LEADING NORTH AND 8.2 METERS (27 FT) SOUTH OF THE CENTER OF
 OZ0830'FRONTAGE ROAD.
 OZ0830'THE MARK IS 1.3 METERS  NW FROM A WITNESS POST.
 OZ0830'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 OZ0830
 OZ0830                          STATION RECOVERY (1983)
 OZ0830
 OZ0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OZ0830'THE STATION WAS RECOVERED IN GOOD CONDITION.  TWO RMS WERE ESTABLISHED
 OZ0830'AT THIS TIME.  THE STATION IS LOCATED IN THE COMMUNITY OF KING HILL
 OZ0830'BETWEEN THE HWY AND AN ACCESS ROAD.  TO REACH THE STATION FROM THE
 OZ0830'INTERSECTION OF THE ROAD LEADING TO THE POST OFFICE AND SCHOOL HOUSE
 OZ0830'AND ACCESSS ROAD IN KING HILL, GO E 0.08 KM (0.05 MI) TO THE MARK ON
 OZ0830'THE RIGHT.
 OZ0830' 
 OZ0830'THE STATION IS A STANDARD USCGS DISK STAMPED,---HILL AZIMUTH NORTH
 OZ0830'1959---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 OZ0830'DIAMETER, PROJECTING 12 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 OZ0830'62 METERS (203.4 FT) E FROM A POWER POLE WITH A TRANSFORMER, 8.4
 OZ0830'METERS (27.6 FT) S FROM THE CENTERLINE OF ACCESS ROAD, 1.4 METERS (4.6
 OZ0830'FT) N FROM A METAL WITNESS POST, 21.3 METERS (69.9 FT) N FROM THE
 OZ0830'CENTERLINE OF THE MAIN ROAD.
 OZ0830' 
 OZ0830'RM NO 1, IS A STANDARD NGS DISK STAMPED---HILL AZIMUTH NORTH 1959
 OZ0830'RM 1 1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 OZ0830'DIAMETER, PROJECTING 3 CM ABOVE THE GROUND.  THE STATION IS LOCATED 14
 OZ0830'METERS (45.9 FT) N FROM THE CENTERLINE OF MAIN ROAD, 16.0 METERS
 OZ0830'(52.5 FT) S FROM THE CENTERLINE OF ACCESS ROAD, 6.6 METERS (21.7 FT) S
 OZ0830'FROM A METAL WITNESS POST, AND 0.1 METERS (0.3 FT) HIGHER THAN THE
 OZ0830'STATION.
 OZ0830' 
 OZ0830'RM NO 2, IS A STANDARD NGS DISK STAMPED---HILL AZIMUTH NORTH 1959 NO 2
 OZ0830'1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 OZ0830'DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 OZ0830'10.0 METERS (32.8 FT) S FROM THE CENTERLINE OF ACCESS ROAD, 1.2 METERS
 OZ0830'(3.9 FT) N FROM A TRAIL IN MEADOW STRIP, AND SAME ELEVATION AS THE
 OZ0830'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0797 ***********************************************************************
 NV0797  DESIGNATION -  HILL AZIMUTH SOUTH
 NV0797  PID         -  NV0797
 NV0797  STATE/COUNTY-  ID/ELMORE
 NV0797  USGS QUAD   -  GLENNS FERRY (1992)
 NV0797
 NV0797                         *CURRENT SURVEY CONTROL
 NV0797  ___________________________________________________________________
 NV0797* NAD 83(1992)-  42 58 20.70442(N)    115 16 09.86359(W)     ADJUSTED  
 NV0797* NAVD 88     -       785.254  (meters)    2576.29   (feet)  ADJUSTED  
 NV0797  ___________________________________________________________________
 NV0797  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 NV0797  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 NV0797  DYNAMIC HT  -         784.926 (meters)    2575.21  (feet)  COMP
 NV0797  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 NV0797
 NV0797  HORZ ORDER  -  SECOND
 NV0797  VERT ORDER  -  FIRST     CLASS II
 NV0797
 NV0797.The horizontal coordinates were established by classical geodetic methods
 NV0797.and adjusted by the National Geodetic Survey in July 1992..
 NV0797
 NV0797.The orthometric height was determined by differential leveling
 NV0797.and adjusted by the National Geodetic Survey in June 1991..
 NV0797
 NV0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0797
 NV0797.The geoid height was determined by GEOID03.
 NV0797
 NV0797.The dynamic height is computed by dividing the NAVD 88
 NV0797.geopotential number by the normal gravity value computed on the
 NV0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0797.degrees latitude (g = 980.6199 gals.).
 NV0797
 NV0797.The modeled gravity was interpolated from observed gravity values.
 NV0797
 NV0797;                    North         East     Units Scale Factor Converg.
 NV0797;SPC ID W     -   145,144.595   839,202.999   MT  0.99995223   +0 19 39.4
 NV0797;UTM  11      - 4,759,204.860   641,122.453   MT  0.99984501   +1 10 47.4
 NV0797
 NV0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0797!SPC ID W     -   0.99987934  x   0.99995223  =   0.99983158
 NV0797!UTM  11      -   0.99987934  x   0.99984501  =   0.99972437
 NV0797
 NV0797:                Primary Azimuth Mark                     Grid Az
 NV0797:SPC ID W     -  HILL                                     047 32 52.7
 NV0797:UTM  11      -  HILL                                     046 41 44.7
 NV0797
 NV0797|---------------------------------------------------------------------|
 NV0797| PID    Reference Object                     Distance      Geod. Az  |
 NV0797|                                                           dddmmss.s |
 NV0797| NV1131 HILL                                APPROX. 3.2 KM 0475232.1 |
 NV0797|---------------------------------------------------------------------|
 NV0797
 NV0797                          SUPERSEDED SURVEY CONTROL
 NV0797
 NV0797  NAD 83(1986)-  42 58 20.70327(N)    115 16 09.86197(W) AD(       ) 2
 NV0797  NAD 27      -  42 58 21.06630(N)    115 16 06.60910(W) AD(       ) 2
 NV0797
 NV0797.Superseded values are not recommended for survey control.
 NV0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0797.See file dsdata.txt to determine how the superseded data were derived.
 NV0797
 NV0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4112259205(NAD 83)
 NV0797_MARKER: DE = TRAVERSE STATION DISK
 NV0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0797_SP_SET: CONCRETE POST
 NV0797_STAMPING: HILL AZIMUTH SOUTH 1959 P
 NV0797_MARK LOGO: CGS   
 NV0797_PROJECTION: PROJECTING 6 CENTIMETERS
 NV0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0797+STABILITY: SURFACE MOTION
 NV0797
 NV0797  HISTORY     - Date     Condition        Report By
 NV0797  HISTORY     - 1959     MONUMENTED       CGS
 NV0797  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NV0797  HISTORY     - 1983     GOOD             NGS
 NV0797
 NV0797                          STATION DESCRIPTION
 NV0797
 NV0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0797'THE STATION IS 4.2 MILES WESTERLY ALONG U.S. HIGHWAY 30 FROM
 NV0797'OPPOSITE THE RAILROAD STATION IN KING HILL, 30 FEET EAST OF THE
 NV0797'CENTER LINE OF U.S. HIGHWAY 30, 18 FEET NORTH OF THE EDGE OF
 NV0797'THE EMBANKMENT ABOVE THE RAILROAD TRACKS, 6 FEET SOUTH OF A
 NV0797'METAL WITNESS POST WITH SIGN ATTACHED AND NEAR THE EAST END
 NV0797'OF THE GUARD RAIL ALONG THE HIGHWAY
 NV0797'
 NV0797'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN A CYLINDRICAL
 NV0797'CONCRETE POST PROJECTING 4 INCHES AND STAMPED HILL AZIMUTH
 NV0797'SOUTH.
 NV0797'
 NV0797'NO REFERENCE MARKS WERE SET AT THIS STATION.  A 2-WHEEL
 NV0797'DRIVE STATION.
 NV0797
 NV0797                          STATION RECOVERY (1965)
 NV0797
 NV0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 NV0797'THE STATION WAS RECOVERED AS DESCRIBED.
 NV0797
 NV0797                          STATION RECOVERY (1983)
 NV0797
 NV0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0797'6.9 KM (4.3 MI) SW FROM KING HILL.
 NV0797'6.9 KM (4.3 MI) SOUTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE
 NV0797'POST OFFICE IN KING HILL, 3.45 KM (2.15 MI) NORTHEAST OF THE NORTH END
 NV0797'OF THE FIRST AVENUE OVERPASS BRIDGE OVER INTERSTATE 84, 0.2 KM (0.1
 NV0797'MI) NORTH OF MILEPOST 152, 9.7 METERS (32 FT) EAST OF THE HIGHWAY
 NV0797'CENTERLINE, 6.5 METERS (21.5 FT) NORTHWEST OF THE SEVENTH POLE SOUTH
 NV0797'OF THE NORTH END OF A LANDSLIDE NET FOR THE UNION PACIFIC RAILROAD,
 NV0797'4.5 METERS (15 FT) WEST OF THE LANDSLIDE NET AND 2.1 METERS (7 FT)
 NV0797'EAST OF A GUARDRAIL.
 NV0797'THE MARK IS 1.8 METERS  S FROM A WITNESS POST.
 NV0797'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0996 ***********************************************************************
 OZ0996  DESIGNATION -  HILL CITY
 OZ0996  PID         -  OZ0996
 OZ0996  STATE/COUNTY-  ID/CAMAS
 OZ0996  USGS QUAD   -  HILL CITY (1963)
 OZ0996
 OZ0996                         *CURRENT SURVEY CONTROL
 OZ0996  ___________________________________________________________________
 OZ0996* NAD 83(1992)-  43 17 57.77582(N)    115 05 11.27812(W)     ADJUSTED  
 OZ0996* NAVD 88     -      1550.0    (meters)    5085.     (feet)  VERTCON   
 OZ0996  ___________________________________________________________________
 OZ0996  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 OZ0996  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 OZ0996
 OZ0996  HORZ ORDER  -  FIRST
 OZ0996
 OZ0996.The horizontal coordinates were established by classical geodetic methods
 OZ0996.and adjusted by the National Geodetic Survey in July 1992..
 OZ0996
 OZ0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0996
 OZ0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0996
 OZ0996.The geoid height was determined by GEOID03.
 OZ0996
 OZ0996;                    North         East     Units Scale Factor Converg.
 OZ0996;SPC ID C     -   181,930.119   411,844.149   MT  1.00004293   -0 44 42.6
 OZ0996;UTM  11      - 4,795,839.399   655,211.371   MT  0.99989635   +1 18 45.3
 OZ0996
 OZ0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0996!SPC ID C     -   0.99975926  x   1.00004293  =   0.99980218
 OZ0996!UTM  11      -   0.99975926  x   0.99989635  =   0.99965563
 OZ0996
 OZ0996:                Primary Azimuth Mark                     Grid Az
 OZ0996:SPC ID C     -  HILL CITY AZ MK                          094 34 15.1
 OZ0996:UTM  11      -  HILL CITY AZ MK                          092 30 47.2
 OZ0996
 OZ0996|---------------------------------------------------------------------|
 OZ0996| PID    Reference Object                     Distance      Geod. Az  |
 OZ0996|                                                           dddmmss.s |
 OZ0996| CD5247 HILL CITY AZ MK                                    0934932.5 |
 OZ0996| CD5250 HILL CITY RM 3                       12.228 METERS 09848     |
 OZ0996| OZ0997 ROUTE 68 ROW BDRY MARK                2.322 METERS 12603     |
 OZ0996| CD5248 HILL CITY RM 1                       25.822 METERS 17543     |
 OZ0996| CD5249 HILL CITY RM 2                       13.644 METERS 26617     |
 OZ0996| CD6140 ROUTE 68 STA 1222+50.0 POC                         2682449.5 |
 OZ0996|---------------------------------------------------------------------|
 OZ0996
 OZ0996                          SUPERSEDED SURVEY CONTROL
 OZ0996
 OZ0996  NAD 83(1986)-  43 17 57.77530(N)    115 05 11.27527(W) AD(       ) 1
 OZ0996  NAD 27      -  43 17 58.14400(N)    115 05 08.02100(W) AD(       ) 1
 OZ0996  NGVD 29 (07/19/86) 1549.0    (m)         5082.     (f) VERT ANG       
 OZ0996
 OZ0996.Superseded values are not recommended for survey control.
 OZ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0996.See file dsdata.txt to determine how the superseded data were derived.
 OZ0996
 OZ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH5521195839(NAD 83)
 OZ0996_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ0996_SETTING: 80 = SET IN A BOULDER
 OZ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0996+STABILITY: SURFACE MOTION
 OZ0996
 OZ0996  HISTORY     - Date     Condition        Report By
 OZ0996  HISTORY     - 1935     MONUMENTED       CGS
 OZ0996  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OZ0996  HISTORY     - 1957     GOOD             USGS
 OZ0996  HISTORY     - 1970     SEE DESCRIPTION  USGS
 OZ0996  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OZ0996  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OZ0996
 OZ0996                          STATION DESCRIPTION
 OZ0996
 OZ0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 OZ0996'ON THE HILL CITY-GLENNS FERRY ROAD AND NEAR THE CAMAS-ELMORE
 OZ0996'COUNTY LINE, WHICH IT WAS INTENDED TO OFF-SET.
 OZ0996'
 OZ0996'TO REACH FROM HILL CITY, GO WEST ON THE GLENNS FERRY ROAD FOR
 OZ0996'1.6 MILES TO THE AZIMUTH MARK WHICH IS ON THE SOUTH SIDE OF
 OZ0996'HIGHWAY ABOUT 2 FEET INSIDE OF THE RIGHT-OF-WAY FENCE AND
 OZ0996'ON A SMALL RISE.  FROM THE AZIMUTH CONTINUE 0.2 MILE TO THE
 OZ0996'COUNTY LINE ROAD.  STATION IS ON THE NORTH SIDE OF HIGHWAY
 OZ0996'AND ABOUT 6 FEET NORTHWEST OF FENCE CORNER.
 OZ0996'
 OZ0996'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 OZ0996'SET IN BOULDERS AS DESCRIBED IN NOTES 4, 12C AND 12C RESPECTIVELY.
 OZ0996'
 OZ0996'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A
 OZ0996'DEPARTMENT OF PUBLIC WORKS, BOUNDARY OF STATE HIGHWAY MARK
 OZ0996'(CONCRETE POST) ON SOUTH SIDE OF HIGHWAY.  THE DISK IS SET IN
 OZ0996'THIS CONCRETE POST.
 OZ0996'
 OZ0996'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 OZ0996
 OZ0996                          STATION RECOVERY (1957)
 OZ0996
 OZ0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (DCM)
 OZ0996'MAIN STATION FOUND AS DESCRIBED.  TOP OF SURFACE MARK IS NOW
 OZ0996'FLUSH WITH SURROUNDING GROUND.  R.M. 1 AND R.M. 2 ARE BOTH
 OZ0996'REMOVED.  AZIMUTH MARK FOUND AND APPARENTLY IN GOOD CONDITION.
 OZ0996
 OZ0996                          STATION RECOVERY (1957)
 OZ0996
 OZ0996'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OZ0996'REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 OZ0996'
 OZ0996'STATION MARK--A STANDARD BRONZE DISK SET IN BOULDER.
 OZ0996
 OZ0996                          STATION RECOVERY (1970)
 OZ0996
 OZ0996'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WAO)
 OZ0996'FOUND AS DESCRIBED BY USC AND GS AND P.P. SWANSON 1957 WITH
 OZ0996'FOLLOWING EXCEPTIONS--GLENNS FERRY ROAD IS NOW THE IDAHO
 OZ0996'STATE HIGHWAY 68.  REFERENCE MARK NO 1 REPORTED BY USC AND
 OZ0996'GS TO HAVE BEEN REMOVED IN 1957.  RECOVERY BY P.P. SWANSON
 OZ0996'IN 1957 REPORTS ONLY R.M. 2 DESTROYED.  TABLET FITTING
 OZ0996'DESCRIPTION OF R.M. 1 RECOVERED IN 1970 WITH ROUGH DISTANCE
 OZ0996'CHECK.  STATION NOT OCCUPIED IN 1970.
 OZ0996'
 OZ0996'STATION MARK RECOVERED AND FOUND IN GOOD CONDITION.
 OZ0996'
 OZ0996'R.M. 2 NOT RECOVERED.  PROBABLY DESTROYED BY ROAD WORK.
 OZ0996
 OZ0996                          STATION RECOVERY (1971)
 OZ0996
 OZ0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OZ0996'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 OZ0996'GOOD CONDITION.  REFERENCE MARK NO 2, AND THE AZIMUTH MARK
 OZ0996'HAVE BEEN DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED, AND
 OZ0996'AND ANGLE WAS MEASURED TO A RIGHT-OF-WAY MARK TO BE USED FOR
 OZ0996'THE NEW AZIMUTH MARK.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OZ0996'
 OZ0996'THE STATION IS ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 68
 OZ0996'AT THE ELMORE-CAMAS COUNTY LINE.
 OZ0996'
 OZ0996'TO REACH THE STATION FROM THE HILL CITY POST OFFICE GO WEST ON STATE
 OZ0996'HIGHWAY 68 FOR 1.3 MILES TO THE COUNTY LINE, AND THE STATION
 OZ0996'ON THE RIGHT.
 OZ0996'
 OZ0996'THE STATION MARK, STAMPED HILL CITY 1935, IS A STANDARD DISK
 OZ0996'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 2 INCHES BELOW
 OZ0996'THE SURFACE, 0.05 MILE EAST OF MILEPOST NO. 145, 62 FEET EAST
 OZ0996'OF THE CENTER OF A DRIVEWAY, 45 FEET NORTH OF THE CENTER OF
 OZ0996'STATE HIGHWAY 68, 10-1/2 FEET NORTHWEST OF A 6-INCH SQUARE
 OZ0996'CONCRETE POST THAT PROJECTS 3 FEET, 8 FEET NORTHWEST OF THE
 OZ0996'SOUTHWEST CORNER OF A CORRAL, 7-1/2 FEET SOUTHWEST OF A POWER
 OZ0996'POLE WHERE THE POWER LINE CROSSES THE HIGHWAY, AND 1-1/2 FEET
 OZ0996'WEST OF A METAL WITNESS POST.  (NOTE 4)
 OZ0996'
 OZ0996'REFERENCE MARK NO. 1 IS AN UNSTAMPED STATE OF IDAHO DEPARTMENT
 OZ0996'OF PUBLIC WORKS DISK SET IN A 5-INCH SQUARE CONCRETE MONUMENT
 OZ0996'THAT PROJECTS 1 INCH, 47 FEET WEST-SOUTHWEST OF THE SIGN, ENTERING
 OZ0996'CAMAS COUNTY, 41 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 29
 OZ0996'FEET EAST OF THE CENTER OF A GRAVELED ROAD SOUTH, 20 FEET
 OZ0996'NORTH OF A FENCE CORNER, 5-1/2 FEET SOUTHWEST OF A STOP SIGN,
 OZ0996'AND 1 FOOT WEST OF A ROCK CAIRN.
 OZ0996'
 OZ0996'REFERENCE MARK NO. 3, STAMPED HILL CITY 1935 NO 3 1971, IS
 OZ0996'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OZ0996'PROJECTS 5 INCHES, 100 FEET EAST OF THE CENTER OF THE DRIVEWAY,
 OZ0996'39 FEET NORTH OF THE CENTER OF STATE HIGHWAY 68, 34 FEET EAST
 OZ0996'OF THE SOUTHWEST CORNER OF THE CORRAL, 16 FEET NORTHWEST OF THE
 OZ0996'SIGN, ENTERING ELMORE COUNTY, AND 1 FOOT SOUTH OF THE CORRAL.
 OZ0996'(NOTE 11A)
 OZ0996'
 OZ0996'REFERENCE MARK NO. 4, A STATE OF IDAHO DEPARTMENT OF PUBLIC
 OZ0996'WORKS UNSTAMPED DISK SET IN A 5-INCH SQUARE CONCRETE MONUMENT
 OZ0996'THAT PROJECTS 5 INCHES, 68 FEET EAST OF THE CENTER OF THE
 OZ0996'DRIVEWAY, AND 40 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 OZ0996'
 OZ0996'TO REACH THE RIGHT-OF-WAY DISK USED FOR THE AZIMUTH MARK, GO
 OZ0996'WEST ON STATE HIGHWAY 68 FOR 0.4 MILE TO THE MARK ON THE LEFT.
 OZ0996'
 OZ0996'THE RIGHT-OF-WAY DISK, AZIMUTH MARK, STAMPED POC 1222+50.0,
 OZ0996'IS AN IDAHO STATE HIGHWAY RIGHT-OF-WAY DISK SET IN A CYLINDRICAL
 OZ0996'CONCRETE MONUMENT THAT IS 6 INCHES IN DIAMETER AND PROJECTS
 OZ0996'8 INCHES, 100 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 33
 OZ0996'FEET SOUTH OF THE CENTER OF THE OBLITERATED SECTION OF AN
 OZ0996'EAST-WEST ROAD, 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, AND
 OZ0996'1 FOOT EAST OF A METAL WITNESS POST.  NOTE THE PLUS SIGN
 OZ0996'BETWEEN THE 2 AND THE 5 WAS THE POINT PLUMBED TO.
 OZ0996'
 OZ0996'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 OZ0996'WEST OF HILL CITY.
 OZ0996
 OZ0996                          STATION RECOVERY (1975)
 OZ0996
 OZ0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OZ0996'THE STATION MARK, THE REFERENCE MARKS, AND THE RIGHT-OF-WAY
 OZ0996'DISK, AZIMUTH MARK, WAS RECOVERED IN GOOD CONDITION.  LANDMARKS
 OZ0996'HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OZ0996'
 OZ0996'THE STATION IS ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 68,
 OZ0996'AT THE ELMORE-CAMAS COUNTY LINE.
 OZ0996'
 OZ0996'TO REACH THE STATION FROM THE HILL CITY POST OFFICE GO WEST
 OZ0996'ON STATE HIGHWAY 68 FOR 1.8 MILES TO THE COUNTY LINE AND STATION.
 OZ0996'
 OZ0996'THE STATION MARK, STAMPED HILL CITY 1935, IS A STANDARD DISK
 OZ0996'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 2-INCHES BELOW THE
 OZ0996'SURFACE, 62 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE RANCH
 OZ0996'BUILDINGS, 45 FEET NORTH OF THE CENTER OF STATE HIGHWAY 68, 10-1/2
 OZ0996'FEET NORTHWEST OF A 6-INCH SQUARE CONCRETE POST PROJECTING
 OZ0996'3-FEET, MARKING THE ENDING, AND BEGINING OF HIGHWAY PROJECTS,
 OZ0996'8 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE CORRAL, AND
 OZ0996'1-1/2 FEET WEST OF A METAL WITNESS POST.  (NOTE 4)
 OZ0996'
 OZ0996'REFERENCE MARK NO. 1 IS AN UNSTAMPED STATE OF IDAHO DEPARTMENT
 OZ0996'OF PUBLIC WORKS DISK SET IN A 5-INCH SQUARE CONCRETE POST THAT
 OZ0996'PROJECTS 1-INCH, 47 FEET WEST-SOUTHWEST OF THE SIGN, ENTERING
 OZ0996'CAMAS COUNTY, 41 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 29
 OZ0996'FEET EAST OF THE CENTER OF A GRAVELED ROAD SOUTH, AND 20 FEET
 OZ0996'NORTH OF A FENCE CORNER.
 OZ0996'
 OZ0996'REFERENCE MARK NO. 3, STAMPED HILL CITY 1935 NO 3 1971, IS
 OZ0996'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OZ0996'PROJECTS 5-INCHES, 39 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 OZ0996'68, 34 FEET EAST OF THE SOUTHWEST CORNER OF THE CORRAL, AND
 OZ0996'1 FOOT SOUTH OF THE CORRAL.
 OZ0996'
 OZ0996'REFERENCE MARK NO. 4 IS A STATE OF IDAHO DEPARTMENT OF PUBLIC
 OZ0996'WORKS, UNSTAMPED DISK SET IN A 5-INCH SQUARE CONCRETE MONUMENT
 OZ0996'THAT PROJECTS 5-INCHES, 68 FEET EAST OF THE CENTER OF THE
 OZ0996'DRIVEWAY, AND 40 FEET NORTH OF THE CENTER OF STATE HIGHWAY 68.
 OZ0996'
 OZ0996'TO REACH THE RIGHT-OF-WAY DISK, WHICH WAS USED FOR THE AZIMUTH
 OZ0996'MARK, GO WEST ON THE HIGHWAY FOR 0.4 MILE TO THE MARK ON THE
 OZ0996'LEFT.
 OZ0996'
 OZ0996'THE RIGHT-OF-WAY DISK, STAMPED POC 1222+50.0, IS AN IDAHO
 OZ0996'STATE HIGHWAY RIGHT-OF-WAY DISK SET IN A CYLINDRICAL CONCRETE
 OZ0996'MONUMENT THAT IS 6-INCHES IN DIAMETER, AND PROJECTS 8-INCHES,
 OZ0996'130 FEET SOUTHEAST OF MILEPOST NO. 136, 100 FEET SOUTH OF THE
 OZ0996'CENTER OF THE HIGHWAY, 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 OZ0996'LINE, AND 1 FOOT EAST OF A METAL WITNESS POST.  NOTE--THE PLUS
 OZ0996'SIGN BETWEEN THE 2 AND THE 5 WAS THE POINT PLUMBED TO.
 OZ0996'
 OZ0996'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 OZ0996'WEST OF HILL CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5209 ***********************************************************************
 AC5209  CBN         -  This is a Cooperative Base Network Control Station.
 AC5209  DESIGNATION -  HILL GPS
 AC5209  PID         -  AC5209
 AC5209  STATE/COUNTY-  ID/ELMORE
 AC5209  USGS QUAD   -  HIGH PRAIRIE (1963)
 AC5209
 AC5209                         *CURRENT SURVEY CONTROL
 AC5209  ___________________________________________________________________
 AC5209* NAD 83(1999)-  43 19 06.40771(N)    115 12 51.58873(W)     ADJUSTED  
 AC5209* NAVD 88     -      1677.3    (meters)    5503.     (feet)  GPS OBS   
 AC5209  ___________________________________________________________________
 AC5209  X           -  -1,980,484.356 (meters)                     COMP
 AC5209  Y           -  -4,206,012.620 (meters)                     COMP
 AC5209  Z           -   4,354,449.117 (meters)                     COMP
 AC5209  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 AC5209  ELLIP HEIGHT-        1662.62  (meters)          (04/16/01) GPS OBS
 AC5209  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 AC5209
 AC5209  HORZ ORDER  -  B
 AC5209  ELLP ORDER  -  FOURTH    CLASS II
 AC5209
 AC5209.The horizontal coordinates were established by GPS observations
 AC5209.and adjusted by the National Geodetic Survey in April 2001..
 AC5209.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5209.DATUM ITEM on the data sheet items page.
 AC5209
 AC5209.The orthometric height was determined by GPS observations and a
 AC5209.high-resolution geoid model.
 AC5209
 AC5209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5209
 AC5209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5209
 AC5209.The ellipsoidal height was determined by GPS observations
 AC5209.and is referenced to NAD 83.
 AC5209
 AC5209.The geoid height was determined by GEOID03.
 AC5209
 AC5209;                    North         East     Units Scale Factor Converg.
 AC5209;SPC ID W     -   183,611.559   843,449.928   MT  0.99995655   +0 22 03.0
 AC5209;UTM  11      - 4,797,726.949   644,794.519   MT  0.99985790   +1 13 31.0
 AC5209
 AC5209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5209!SPC ID W     -   0.99973934  x   0.99995655  =   0.99969590
 AC5209!UTM  11      -   0.99973934  x   0.99985790  =   0.99959728
 AC5209
 AC5209                          SUPERSEDED SURVEY CONTROL
 AC5209
 AC5209  NAD 83(1992)-  43 19 06.40671(N)    115 12 51.58676(W) AD(       ) B
 AC5209  ELLIP H (01/22/97) 1662.71   (m)                       GP(       ) 4 1
 AC5209
 AC5209.Superseded values are not recommended for survey control.
 AC5209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5209.See file dsdata.txt to determine how the superseded data were derived.
 AC5209
 AC5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4479597727(NAD 83)
 AC5209_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5209_SETTING: 66 = SET IN ROCK OUTCROP
 AC5209_STAMPING: HILL GPS 1995
 AC5209_MARK LOGO: NGS   
 AC5209_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5209+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 AC5209
 AC5209  HISTORY     - Date     Condition        Report By
 AC5209  HISTORY     - 1995     MONUMENTED       NGS
 AC5209  HISTORY     - 20040904 GOOD             DJC
 AC5209
 AC5209                          STATION DESCRIPTION
 AC5209
 AC5209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AC5209'STATION IS LOCATED ABOUT 40.0 KM (24.85 MI) NORTHEAST OF MOUNTAIN
 AC5209'HOME, 14.0 KM (8.70 MI) WEST OF HILL CITY AND 10.6 KM (6.60 MI) WEST
 AC5209'OF THE ELMORE-CAMAS COUNTY LINE.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AC5209'REACHED FROM THE POST OFFICE AND STORE IN HILL CITY.  GO WEST ON U.S.
 AC5209'HIGHWAY 20 FOR 13.54 KM (8.40 MI) TO THE MARK ON THE LEFT ABOUT 1.0 M
 AC5209'(3.3 FT) BELOW THE HIGHWAY IN A VERY ROCKY AREA AND 0.28 KM (0.15 MI)
 AC5209'WEST OF HIGHWAY MILEPOST 130.  LOCATED 13.2 M (43.3 FT) SOUTH OF THE
 AC5209'PAINTED HIGHWAY CENTERLINE, 10.3 M (33.8 FT) NORTH OF THE RIGHT-OF-WAY
 AC5209'FENCE, 23.7 M (77.8 FT) WEST-NORTHWEST OF HIGHWAY RIGHT-OF-WAY MARKER
 AC5209'STAMPED 895+89.59 66 RIGHT, 0.50 M (1.64 FT) NORTHEAST OF A FIBERGLASS
 AC5209'WITNESS POST AND 1.2 M (3.9 FT) NORTH OF A FIBERGLASS WITNESS POST.
 AC5209'MARK IS A HORIZONTAL CONTROL DISK CEMENTED INTO A DRILL HOLE IN A 1.4
 AC5209'M (4.6 FT) BY 0.9 M (3.0 FT) FLAT PORTION OF OUTCROP PROJECTING ABOUT
 AC5209'0.15 CM ABOVE THE GROUND SURFACE. NOTE--THIS AREA IS VERY ROCKY
 AC5209'CAUTION SHOULD BE USED WHEN DRIVING OFF THE HIGHWAY.  DESCRIBED BY
 AC5209'B.E.  KELLY.
 AC5209
 AC5209                          STATION RECOVERY (2004)
 AC5209
 AC5209'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 AC5209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY1025 ***********************************************************************
 RY1025  DESIGNATION -  HILL LOT
 RY1025  PID         -  RY1025
 RY1025  STATE/COUNTY-  ID/CLEARWATER
 RY1025  USGS QUAD   -  GRANITE PASS (1994)
 RY1025
 RY1025                         *CURRENT SURVEY CONTROL
 RY1025  ___________________________________________________________________
 RY1025* NAD 83(1992)-  46 38 58.94163(N)    114 41 31.90450(W)     ADJUSTED  
 RY1025* NAVD 88     -      1945.8    (meters)    6384.     (feet)  VERTCON   
 RY1025  ___________________________________________________________________
 RY1025  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 RY1025  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 RY1025
 RY1025  HORZ ORDER  -  THIRD
 RY1025
 RY1025.The horizontal coordinates were established by classical geodetic methods
 RY1025.and adjusted by the National Geodetic Survey in July 1992..
 RY1025
 RY1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY1025
 RY1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY1025
 RY1025.The geoid height was determined by GEOID03.
 RY1025
 RY1025;                    North         East     Units Scale Factor Converg.
 RY1025;SPC ID W     -   554,198.839   880,971.004   MT  1.00001389   +0 46 09.3
 RY1025;UTM  11      - 5,168,825.251   676,592.862   MT  0.99998332   +1 40 43.0
 RY1025
 RY1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY1025!SPC ID W     -   0.99969739  x   1.00001389  =   0.99971127
 RY1025!UTM  11      -   0.99969739  x   0.99998332  =   0.99968071
 RY1025
 RY1025                          SUPERSEDED SURVEY CONTROL
 RY1025
 RY1025  NAD 83(1986)-  46 38 58.95186(N)    114 41 31.90762(W) AD(       ) 3
 RY1025  NGVD 29 (06/01/92) 1944.6    (m)         6380.     (f) VERT ANG       
 RY1025
 RY1025.Superseded values are not recommended for survey control.
 RY1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY1025.See file dsdata.txt to determine how the superseded data were derived.
 RY1025
 RY1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM7659368825(NAD 83)
 RY1025_MARKER: 73 = LOOKOUT HOUSE
 RY1025
 RY1025  HISTORY     - Date     Condition        Report By
 RY1025  HISTORY     - 1964     FIRST OBSERVED   USGS
 RY1025
 RY1025                          STATION DESCRIPTION
 RY1025
 RY1025'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RY1025'STATION LOCATED ABOUT 10.0 MI. (AIRLINE) N. OF POWELL RANGER STATION
 RY1025'AND ABOUT 5.4 MI. (AIRLINE) W. OF LOLO PASS ON A CLEARED TOP LOCALLY
 RY1025'KNOWN AS BENCH MARK HILL.  CENTER OF THE LOOKOUT TOWER WAS INTERSECTED
 RY1025'FROM THE FOLLOWING HORIZONTAL CONTROL STATIONS -- ROCKY POINT, RHODES
 RY1025'PEAK, AND PILOT KNOB.  GROUND AT THE STATION IS 28.0 FT. LOWER THAN
 RY1025'CATWALK AND 35.5 FT. LOWER THAN THE EAVE OF THE LOOKOUT TOWER ROOF.
 RY1025'
 RY1025'STATION MARK--CENTER OF LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1132 ***********************************************************************
 NV1132  DESIGNATION -  HILL RM 1
 NV1132  PID         -  NV1132
 NV1132  STATE/COUNTY-  ID/ELMORE
 NV1132  USGS QUAD   -  PASADENA VALLEY (1992)
 NV1132
 NV1132                         *CURRENT SURVEY CONTROL
 NV1132  ___________________________________________________________________
 NV1132* NAD 83(1992)-  42 59 33.96929(N)    115 14 33.29037(W)     ADJUSTED  
 NV1132* NAVD 88     -       885.     (meters)    2904.     (feet)  SCALED    
 NV1132  ___________________________________________________________________
 NV1132  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 NV1132  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 NV1132
 NV1132  HORZ ORDER  -  SECOND
 NV1132
 NV1132.The horizontal coordinates were established by classical geodetic methods
 NV1132.and adjusted by the National Geodetic Survey in July 1992..
 NV1132
 NV1132.The orthometric height was scaled from a topographic map.
 NV1132
 NV1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1132
 NV1132.The geoid height was determined by GEOID03.
 NV1132
 NV1132;                    North         East     Units Scale Factor Converg.
 NV1132;SPC ID W     -   147,418.193   841,377.596   MT  0.99995439   +0 20 45.7
 NV1132;SPC ID C     -   148,044.630   398,671.653   MT  1.00007363   -0 50 50.6
 NV1132;UTM  11      - 4,761,510.316   643,262.762   MT  0.99985249   +1 11 55.0
 NV1132
 NV1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1132!SPC ID W     -   0.99986373  x   0.99995439  =   0.99981812
 NV1132!SPC ID C     -   0.99986373  x   1.00007363  =   0.99993735
 NV1132!UTM  11      -   0.99986373  x   0.99985249  =   0.99971624
 NV1132
 NV1132:                Primary Azimuth Mark                     Grid Az
 NV1132:SPC ID W     -  HILL AZIMUTH NORTH                       069 21 19.0
 NV1132:SPC ID C     -  HILL AZIMUTH NORTH                       070 32 55.3
 NV1132:UTM  11      -  HILL AZIMUTH NORTH                       068 30 09.7
 NV1132
 NV1132|---------------------------------------------------------------------|
 NV1132| PID    Reference Object                     Distance      Geod. Az  |
 NV1132|                                                           dddmmss.s |
 NV1132| OZ0830 HILL AZIMUTH NORTH                  APPROX. 3.5 KM 0694204.7 |
 NV1132| NV1131 HILL                                215.153 METERS 12503     |
 NV1132| NV0797 HILL AZIMUTH SOUTH                  APPROX. 3.1 KM 2240415.5 |
 NV1132|---------------------------------------------------------------------|
 NV1132
 NV1132                          SUPERSEDED SURVEY CONTROL
 NV1132
 NV1132  NAD 83(1986)-  42 59 33.96814(N)    115 14 33.28883(W) AD(       ) 2
 NV1132  NAD 27      -  42 59 34.33090(N)    115 14 30.03690(W) AD(       ) 2
 NV1132
 NV1132.Superseded values are not recommended for survey control.
 NV1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1132.See file dsdata.txt to determine how the superseded data were derived.
 NV1132
 NV1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4326361510(NAD 83)
 NV1132
 NV1132  HISTORY     - Date     Condition        Report By
 NV1132  HISTORY     - 1959     MONUMENTED       CGS
 NV1132  HISTORY     - 19831014 MARK NOT FOUND   NGS
 NV1132
 NV1132                          STATION DESCRIPTION
 NV1132
 NV1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV1132'SEE STATION HILL.
 NV1132
 NV1132                          STATION RECOVERY (1983)
 NV1132
 NV1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NV1132'THE MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1330 ***********************************************************************
 QB1330  DESIGNATION -  HILLIARD
 QB1330  PID         -  QB1330
 QB1330  STATE/COUNTY-  ID/WASHINGTON
 QB1330  USGS QUAD   -  MANN CREEK NW (1987)
 QB1330
 QB1330                         *CURRENT SURVEY CONTROL
 QB1330  ___________________________________________________________________
 QB1330* NAD 83(1992)-  44 22 53.54520(N)    116 57 58.10884(W)     ADJUSTED  
 QB1330* NAVD 88     -      1250.4    (meters)    4102.     (feet)  VERTCON   
 QB1330  ___________________________________________________________________
 QB1330  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 QB1330  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 QB1330
 QB1330  HORZ ORDER  -  FIRST
 QB1330
 QB1330.The horizontal coordinates were established by classical geodetic methods
 QB1330.and adjusted by the National Geodetic Survey in July 1992..
 QB1330
 QB1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1330
 QB1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1330
 QB1330.The geoid height was determined by GEOID03.
 QB1330
 QB1330;                    North         East     Units Scale Factor Converg.
 QB1330;SPC ID W     -   302,303.360   703,091.475   MT  1.00004879   -0 51 02.4
 QB1330;UTM  11      - 4,914,251.663   502,697.131   MT  0.99960009   +0 01 25.3
 QB1330
 QB1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1330!SPC ID W     -   0.99980658  x   1.00004879  =   0.99985536
 QB1330!UTM  11      -   0.99980658  x   0.99960009  =   0.99940675
 QB1330
 QB1330:                Primary Azimuth Mark                     Grid Az
 QB1330:SPC ID W     -  WEISER RADIO STATION KWEI MAST           178 01 31.1
 QB1330:UTM  11      -  WEISER RADIO STATION KWEI MAST           177 09 03.4
 QB1330
 QB1330|---------------------------------------------------------------------|
 QB1330| PID    Reference Object                     Distance      Geod. Az  |
 QB1330|                                                           dddmmss.s |
 QB1330| QB1316 WEISER RADIO STATION KWEI MAST      APPROX.16.5 KM 1771028.7 |
 QB1330| CD5251 HILLIARD RM 1                         2.426 METERS 22200     |
 QB1330| CD5252 HILLIARD RM 2                         2.895 METERS 33204     |
 QB1330| QB1199 IRON 2                              APPROX.19.4 KM 3451227.1 |
 QB1330|---------------------------------------------------------------------|
 QB1330
 QB1330                          SUPERSEDED SURVEY CONTROL
 QB1330
 QB1330  NAD 83(1991)-  44 22 53.54519(N)    116 57 58.10852(W) AD(       ) 1
 QB1330  NAD 83(1986)-  44 22 53.54459(N)    116 57 58.10791(W) AD(       ) 1
 QB1330  NAD 27      -  44 22 53.96438(N)    116 57 54.50678(W) AD(       ) 1
 QB1330  NGVD 29 (07/19/86) 1249.4    (m)         4099.     (f) VERT ANG       
 QB1330
 QB1330.Superseded values are not recommended for survey control.
 QB1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1330.See file dsdata.txt to determine how the superseded data were derived.
 QB1330
 QB1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK0269714252(NAD 83)
 QB1330_MARKER: DS = TRIANGULATION STATION DISK
 QB1330_SETTING: 66 = SET IN ROCK OUTCROP
 QB1330_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QB1330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1330+STABILITY: POSITION/ELEVATION WELL
 QB1330
 QB1330  HISTORY     - Date     Condition        Report By
 QB1330  HISTORY     - 1966     MONUMENTED       CGS
 QB1330
 QB1330                          STATION DESCRIPTION
 QB1330
 QB1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1330'STATION IS LOCATED ABOUT 13 MILES WEST-SOUTHWEST OF MIDVALE,
 QB1330'9 MILES NORTH OF WEISER, 5 MILES WEST OF U.S. HIGHWAY 95
 QB1330'AND IS ON THE HIGHEST PART OF A NORTH-SOUTH RIDGE WHICH IS
 QB1330'COVERED WITH SAGEBRUSH.
 QB1330'
 QB1330'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 QB1330'95 AND PIONEER ROAD IN THE NORTH END OF WEISER, GO WEST ON
 QB1330'PIONEER ROAD FOR 1.2 MILES TO A SIDE ROAD RIGHT AND SIGN
 QB1330'JENKINS ETC.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR
 QB1330'1.9 MILES TO A PAVED SIDE ROAD LEFT, CONTINUE NORTH ON THE
 QB1330'PAVED ROAD FOR 0.8 MILE TO THE END OF PAVEMENT, CONTINUE NORTH
 QB1330'ON GRAVEL ROAD FOR 1.8 MILES TO A SIDE ROAD LEFT, CONTINUE
 QB1330'NORTH ON THE ROAD FOR 1.6 MILES TO A FORK ABOUT 100 YARDS
 QB1330'AFTER CROSSING CATTLE GUARD, TAKE THE RIGHT FORK AND GO
 QB1330'UPHILL ON A BLADED ROAD FOR 2.1 MILES TO A FARM ENTRANCE ON
 QB1330'THE RIGHT, KEEP LEFT AND CONTINUE ON THE ROAD FOR 1.05 MILE TO
 QB1330'A CATTLE GUARD, CONTINUE NORTH ON THE ROAD FOR 0.4 MILE TO
 QB1330'A DIM TRACK ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST ON THE
 QB1330'TRACK ROAD FOR 0.3 MILE TO A SMALL STOCK POND ON THE
 QB1330'LEFT, KEEP RIGHT AROUND THE SOUTHWEST END OF THE POND
 QB1330'THENCE BACK LEFT AFTER CROSSING A SMALL DRAW AND GO
 QB1330'NORTHEAST CROSS-COUNTRY FOR 0.4 MILE TO A GATE IN A
 QB1330'NORTH-SOUTH FENCE, PASS THROUGH GATE AND CONTINUE
 QB1330'CROSS-COUNTRY, THROUGH SAGEBRUSH, FOR 0.25 MILE TO THE
 QB1330'HIGHEST POINT AND THE STATION.
 QB1330'
 QB1330'A 2-WHEEL DRIVE IN DRY WEATHER.  NO SUITABLE LOCATION FOR
 QB1330'AN AZIMUTH MARK.
 QB1330'
 QB1330'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED HILLIARD
 QB1330'1950, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS
 QB1330'ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT IS ON THE HIGHEST
 QB1330'POINT OF THE HILL.
 QB1330'
 QB1330'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 QB1330'HILLIARD NO 1 1950, CEMENTED IN A DRILL HOLE IN AN OUTCROP
 QB1330'WHICH PROJECTS ABOUT 10 INCHES AND IS ABOUT THE SAME ELEVATION
 QB1330'AS THE STATION.
 QB1330'
 QB1330'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 QB1330'HILLIARD NO 2 1950, CEMENTED IN A DRILL HOLE IN AN OUTCROP
 QB1330'WHICH PROJECTS ABOUT 6 INCHES AND IS ABOUT 1 FOOT LOWER
 QB1330'IN ELEVATION THAN THE STATION.
 QB1330'
 QB1330'BOTH REFERENCE MARKS 1 AND 2 ARE TO CLOSE TO FOCUS ON WITH
 QB1330'A WILD T-3 INSTRUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0745 ***********************************************************************
 OX0745  DESIGNATION -  HINCKLEY
 OX0745  PID         -  OX0745
 OX0745  STATE/COUNTY-  ID/MADISON
 OX0745  USGS QUAD   -  REXBURG (1979)
 OX0745
 OX0745                         *CURRENT SURVEY CONTROL
 OX0745  ___________________________________________________________________
 OX0745* NAD 83(1992)-  43 50 21.85125(N)    111 50 16.26690(W)     ADJUSTED  
 OX0745* NAVD 88     -      1477.8    (meters)    4848.     (feet)  VERTCON   
 OX0745  ___________________________________________________________________
 OX0745  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 OX0745  GEOID HEIGHT-         -11.24  (meters)                     GEOID03
 OX0745
 OX0745  HORZ ORDER  -  SECOND
 OX0745
 OX0745.The horizontal coordinates were established by classical geodetic methods
 OX0745.and adjusted by the National Geodetic Survey in July 1992..
 OX0745
 OX0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0745
 OX0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0745
 OX0745.The geoid height was determined by GEOID03.
 OX0745
 OX0745;                    North         East     Units Scale Factor Converg.
 OX0745;SPC ID E     -   241,404.664   226,442.627   MT  0.99995597   +0 13 39.9
 OX0745;UTM  12      - 4,854,377.072   432,644.939   MT  0.99965580   -0 34 49.3
 OX0745
 OX0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0745!SPC ID E     -   0.99977009  x   0.99995597  =   0.99972607
 OX0745!UTM  12      -   0.99977009  x   0.99965580  =   0.99942597
 OX0745
 OX0745:                Primary Azimuth Mark                     Grid Az
 OX0745:SPC ID E     -  HINCKLEY AZ MK 2                         086 21 44.5
 OX0745:UTM  12      -  HINCKLEY AZ MK 2                         087 10 13.7
 OX0745
 OX0745|---------------------------------------------------------------------|
 OX0745| PID    Reference Object                     Distance      Geod. Az  |
 OX0745|                                                           dddmmss.s |
 OX0745| CN3716 HINCKLEY AZ MK 2                                   0863524.4 |
 OX0745| CN3715 HINCKLEY AZ MK                                     1812002.4 |
 OX0745| CN3719 HINCKLEY RM 3                        26.801 METERS 22712     |
 OX0745| CN3717 HINCKLEY RM 1                        18.340 METERS 26945     |
 OX0745| CN3720 HINCKLEY RM 4                        20.842 METERS 31051     |
 OX0745| CN3718 HINCKLEY RM 2                        14.690 METERS 35540     |
 OX0745|---------------------------------------------------------------------|
 OX0745
 OX0745                          SUPERSEDED SURVEY CONTROL
 OX0745
 OX0745  NAD 83(1986)-  43 50 21.84549(N)    111 50 16.25204(W) AD(       ) 2
 OX0745  NAD 27      -  43 50 22.16600(N)    111 50 13.37100(W) AD(       ) 2
 OX0745  NGVD 29 (07/19/86) 1476.7    (m)         4845.     (f) VERT ANG       
 OX0745
 OX0745.Superseded values are not recommended for survey control.
 OX0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0745.See file dsdata.txt to determine how the superseded data were derived.
 OX0745
 OX0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP3264554377(NAD 83)
 OX0745_MARKER: DS = TRIANGULATION STATION DISK
 OX0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OX0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OX0745+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 OX0745
 OX0745  HISTORY     - Date     Condition        Report By
 OX0745  HISTORY     - 1946     MONUMENTED       CGS
 OX0745  HISTORY     - 1977     GOOD             NGS
 OX0745  HISTORY     - 20040814 GOOD             USPSQD
 OX0745
 OX0745                          STATION DESCRIPTION
 OX0745
 OX0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CLF)
 OX0745'THE STATION IS LOCATED ABOUT 4 MILES NORTH WEST OF REXBURG ALONG
 OX0745'THE EAST SIDE OF THE HIGHWAY.  IT IS A STANDARD DISK STAMPED
 OX0745'HINCKLEY 1946, SET IN THE TOP OF A 6 INCH CONCRETE POST PROJECTING
 OX0745'ABOUT 6 INCHES WITH CONCRETE AROUND IT.  THE MARK IS 127 METERS
 OX0745'SOUTH OF A CROSS ROAD, 25 FEET EAST OF THE CENTER OF THE ROAD,
 OX0745'AND IN THE NORTH AND SOUTH FENCE LINE.
 OX0745'
 OX0745'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED HINCKLEY NO 1 1946,
 OX0745'SET IN THE TOP OF A 6 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES.
 OX0745'IT IS 35 FEET WEST OF THE CENTER OF THE ROAD, AND 2 FEET WEST OF
 OX0745'THE NORTH AND SOUTH FENCE LINE.
 OX0745'
 OX0745'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED HINCKLEY NO 2 1946,
 OX0745'SET IN THE TOP OF A 6 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES.
 OX0745'IT IS 23 FEET WEST OF THE CENTER OF THE ROAD, 3 FEET WEST OF THE
 OX0745'NORTH AND SOUTH FENCE LINE.
 OX0745'
 OX0745'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HINCKLEY 1946, SET IN
 OX0745'THE TOP OF A 6 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES.  IT IS
 OX0745'75 FEET NORTH OF A FENCE CORNER 25 FEET NORTH OF A PHONE POLE, 25
 OX0745'FEET WEST OF THE CENTER OF THE ROAD, AND 6 FEET EAST OF THE NORTH
 OX0745'AND SOUTH FENCE LINE.
 OX0745'
 OX0745'TO REACH THE AZIMUTH FROM THE STATION GO SOUTH FOR 0.45 MILE TO
 OX0745'THE MARK ON THE RIGHT (WEST) SIDE OF THE ROAD AS DESCRIBED ABOVE.
 OX0745'
 OX0745'TO REACH THE STATION FROM THE COURT HOUSE IN REXBURG GO WEST ON U.S.
 OX0745'HIGHWAY 191 FOR 0.5 MILES TO WHERE THE HIGHWAY TURNES TO THE LEFT,
 OX0745'CONTINUE WEST FOR 1.5 MILES TO WHERE THE SURFACED ROAD TURNES TO
 OX0745'THE NORTH, CONTINUE STRAIGHT AHEAD (WEST) FOR 1.15 MILES TO A CROSS
 OX0745'ROAD.  TURN RIGHT (NORTH) CROSSING A STEEL BRIDGE AND GO 1.2
 OX0745'MILES TO THE STATION ON THE RIGHT AS DESCRIBED ABOVE.
 OX0745'
 OX0745'THE SUBSTITUTE CONTROL STATION IS THE TREE LIKE BUSH AT THE NORTH
 OX0745'WEST INTERSECTION OF CROSS ROADS.  IT IS 127.00 METERS NORTH OF
 OX0745'STATION HINCKLEY, AND ABOUT THE SAME ELEVATION AS STATION
 OX0745'HINCKLEY.
 OX0745'
 OX0745'PHOTOGRAPH 83V-46-1 FLIGHT STRIP NO 11.
 OX0745
 OX0745                          STATION RECOVERY (1977)
 OX0745
 OX0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OX0745'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 OX0745'MARKS, AND THE AZIMUTH MARK HAD BEEN DESTROYED.  REFERENCE MARK NO.
 OX0745'3, REFERENCE MARK NO. 4, AND AZIMUTH MARK 2 WERE ESTABLISHED.  A
 OX0745'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OX0745'
 OX0745'TO REACH THE STATION FROM THE REXBURG POST OFFICE, GO NORTH ON
 OX0745'SOUTH CENTER STREET FOR 0.2 MILE TO MAIN STREET, TURN LEFT, AND GO
 OX0745'WEST ON MAIN STREET FOR 0.3 MILE TO THE JUNCTION WITH STATE HIGHWAY
 OX0745'88.  CONTINUE STRAIGHT AHEAD, WEST, ON STATE HIGHWAY 88 FOR 1.4
 OX0745'MILES TO A CROSSROAD, TURN RIGHT, AND GO NORTH, TOWARD HIBBARD FOR
 OX0745'1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT, AND GO WEST ON THE
 OX0745'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OX0745'CONTINUE WEST ON THE GRAVELED ROAD FOR 0.75 MILE TO A CROSSROAD,
 OX0745'TURN LEFT, AND GO SOUTH ON THE GRAVELED ROAD FOR 0.1 MILE TO THE
 OX0745'STATION ON THE LEFT.
 OX0745'
 OX0745'THE STATION MARK, STAMPED HINCKLEY 1946, IS A STANDARD DISK SET IN A
 OX0745'ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND, 30 FEET EAST OF
 OX0745'THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 30 FEET NORTH OF A T
 OX0745'FENCE CORNER, 2 FEET NORTH OF A METAL WITNESS POST, AND 6-INCHES
 OX0745'EAST OF THE RIGHT-OF-WAY FENCE LINE.
 OX0745'
 OX0745'REFERENCE MARK NO. 3, STAMPED HINCKLEY 1946 NO 3 1977, IS A STANDARD
 OX0745'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE CHECK GATE FOR THE
 OX0745'IRRIGATION SYSTEM, 36 FEET WEST OF THE CENTER OF THE ROAD, AND
 OX0745'7-INCHES SOUTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE.
 OX0745'
 OX0745'REFERENCE MARK NO. 4, STAMPED HINCKLEY 1946 NO 4 1977, IS A STANDARD
 OX0745'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OX0745'3-INCHES, 23 FEET WEST OF THE CENTER OF THE ROAD, 11 FEET EAST OF AN
 OX0745'IRRIGATION DITCH, AND 2.5 FEET SOUTH OF A POWER POLE.
 OX0745'
 OX0745'THE AZIMUTH MARK, STAMPED HINCKLEY 1946 AZ 2 1977, IS A STANDARD DISK
 OX0745'CEMENTED IN A DRILL HOLE IN THE CONCRETE CHECK GATE FOR THE
 OX0745'IRRIGATION SYSTEM, 160 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 OX0745'GRAVELED ROAD, 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 OX0745'DWELLING, 1.5 FEET NORTH OF THE ADJUSTMENT VALVE, AND 6-INCHES
 OX0745'SOUTH OF THE NORTH END OF THE CONCRETE.
 OX0745'
 OX0745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 OX0745'OF REXBURG.
 OX0745
 OX0745                          STATION RECOVERY (2004)
 OX0745
 OX0745'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 OX0745'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1341 ***********************************************************************
 QB1341  DESIGNATION -  HITT
 QB1341  PID         -  QB1341
 QB1341  STATE/COUNTY-  ID/WASHINGTON
 QB1341  USGS QUAD   -  STURGILL PEAK (1987)
 QB1341
 QB1341                         *CURRENT SURVEY CONTROL
 QB1341  ___________________________________________________________________
 QB1341* NAD 83(1992)-  44 35 38.44486(N)    116 55 32.31553(W)     ADJUSTED  
 QB1341* NAVD 88     -      2257.8    (meters)    7407.     (feet)  VERTCON   
 QB1341  ___________________________________________________________________
 QB1341  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 QB1341  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 QB1341
 QB1341  HORZ ORDER  -  FIRST
 QB1341
 QB1341.The horizontal coordinates were established by classical geodetic methods
 QB1341.and adjusted by the National Geodetic Survey in July 1992..
 QB1341
 QB1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1341
 QB1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1341
 QB1341.The geoid height was determined by GEOID03.
 QB1341
 QB1341;                    North         East     Units Scale Factor Converg.
 QB1341;SPC ID W     -   325,865.043   706,658.102   MT  1.00004044   -0 49 31.6
 QB1341;UTM  11      - 4,937,854.629   505,901.691   MT  0.99960043   +0 03 07.9
 QB1341
 QB1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1341!SPC ID W     -   0.99964863  x   1.00004044  =   0.99968905
 QB1341!UTM  11      -   0.99964863  x   0.99960043  =   0.99924920
 QB1341
 QB1341:                Primary Azimuth Mark                     Grid Az
 QB1341:SPC ID W     -  CUDDY PT                                 027 31 01.5
 QB1341:UTM  11      -  CUDDY PT                                 026 38 22.0
 QB1341
 QB1341|---------------------------------------------------------------------|
 QB1341| PID    Reference Object                     Distance      Geod. Az  |
 QB1341|                                                           dddmmss.s |
 QB1341| QB1350 CUDDY PT                            APPROX.23.7 KM 0264129.9 |
 QB1341| CD5253 HITT AZ MK                                         1381104.6 |
 QB1341| CD5254 HITT RM 1                             7.133 METERS 23554     |
 QB1341| CD5255 HITT RM 2                             9.662 METERS 30013     |
 QB1341| QB1342 STURGIL PEAK LOOKOUT HOUSE          APPROX. 3.2 KM 3350737.1 |
 QB1341|---------------------------------------------------------------------|
 QB1341
 QB1341                          SUPERSEDED SURVEY CONTROL
 QB1341
 QB1341  NAD 83(1991)-  44 35 38.44494(N)    116 55 32.31492(W) AD(       ) 1
 QB1341  NAD 83(1986)-  44 35 38.44464(N)    116 55 32.31479(W) AD(       ) 1
 QB1341  NAD 27      -  44 35 38.86828(N)    116 55 28.70946(W) AD(       ) 1
 QB1341  NGVD 29 (07/19/86) 2256.6    (m)         7404.     (f) VERT ANG       
 QB1341
 QB1341.Superseded values are not recommended for survey control.
 QB1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1341.See file dsdata.txt to determine how the superseded data were derived.
 QB1341
 QB1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK0590237855(NAD 83)
 QB1341_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QB1341_SETTING: 80 = SET IN A BOULDER
 QB1341_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QB1341
 QB1341  HISTORY     - Date     Condition        Report By
 QB1341  HISTORY     - 1966     MONUMENTED       CGS
 QB1341  HISTORY     - 1982     GOOD             LOCENG
 QB1341
 QB1341                          STATION DESCRIPTION
 QB1341
 QB1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1341'THE STATION IS LOCATED ABOUT 12 MILES WEST-NORTHWEST OF CAMBRIDGE,
 QB1341'12-1/2 MILES NORTHWEST OF MIDVALE, 2 MILES SOUTHEAST OF STURGIL
 QB1341'PEAK LOOKOUT HOUSE AND ON TOP OF A HIGH BARE MOUNTAIN RIDGE
 QB1341'LOCALLY KNOWN AS HITT PEAK.
 QB1341'
 QB1341'TO REACH THE STATION FROM THE POST OFFICE IN MIDVALE, GO WEST
 QB1341'FOR 1 BLOCK.  TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 95 FOR
 QB1341'9.75 MILES TO A SIDE ROAD RIGHT AT A SIGN ON THE LEFT MANN
 QB1341'CREEK G.S. 10.  TURN RIGHT AND GO WESTERLY ON THE GRAVELED
 QB1341'ROAD FOR 10.3 MILES TO THE GUARD STATION ON THE LEFT.  CONTINUE
 QB1341'WEST ON THE MAIN GRAVELED ROAD FOR 0.85 MILE TO A FORK AND
 QB1341'SIGN BEAR CREEK 2 1/2.  TAKE THE RIGHT FORK AND GO NORTH ON
 QB1341'THE MAIN GRAVELED ROAD FOR 2.9 MILES TO A FORK AND SIGN
 QB1341'STURGIL LOOKOUT 9.  TAKE THE RIGHT FORK AND CONTINUE NORTHERLY
 QB1341'ON THE MAIN ROAD FOR 4.8 MILES TO A FORK.  TAKE THE RIGHT
 QB1341'FORK AND CONTINUE STRAIGHT AHEAD ON THE MAIN GRAVELED
 QB1341'WINDING MOUNTAIN ROAD FOR 3.5 MILES TO A CROSSROAD.  TURN
 QB1341'RIGHT AND GO EAST ON A TRACK ROAD FOR 0.1 MILE TO A GATE.
 QB1341'BEAR LEFT PASSING THROUGH GATE AND FOLLOW THE BLADED
 QB1341'ROAD EAST AND SOUTH PASSING THROUGH 3 MORE GATES FOR 1.95
 QB1341'MILES TO A SADDLE ON THE SOUTHEAST SIDE OF STATION HILL AND THE
 QB1341'END OF TRUCK TRAVEL.  PACK WEST AND NORTH UP RIDGE FOR
 QB1341'ABOUT 30 MINUTES TO THE HIGHEST POINT AND THE STATION AS
 QB1341'DESCRIBED.
 QB1341'
 QB1341'THE STATION MARK IS A STANDARD DISK STAMPED HITT 1966, CEMENTED
 QB1341'IN A DRILL HOLE IN THE TOP OF A 3 X 3 FOOT BOULDER PROJECTING
 QB1341'2 FEET.  IT IS ABOUT 20 FEET SOUTHWEST AND 4 FEET LOWER THAN
 QB1341'THE HIGHEST POINT OF HILL AND 15.5 FEET SOUTHWEST OF A ROCK CAIRN.
 QB1341'
 QB1341'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HITT NO 1 1966,
 QB1341'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 X 5 FOOT BOULDER
 QB1341'PROJECTING 1 FOOT.  IT IS 38.0 FEET SOUTHWEST OF THE ROCK CAIRN
 QB1341'AND ABOUT 18 INCHES LOWER THAN THE STATION.
 QB1341'
 QB1341'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HITT NO 2 1966,
 QB1341'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 1 FOOT BOULDER
 QB1341'PROJECTING 1 FOOT.  IT IS 34.0 FEET WEST OF THE ROCK CAIRN AND
 QB1341'ABOUT 3 FEET LOWER THAN THE STATION.
 QB1341'
 QB1341'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 QB1341'STAMPED KEITH 1954, CEMENTED IN A DRILL HOLE ON THE HIGHEST
 QB1341'POINT OF THE SECOND ONE OF TWO ROCK OUTCROP POINTS SOUTH-SOUTHEAST
 QB1341'OF THE STATION.
 QB1341'
 QB1341'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, PACK
 QB1341'SOUTHEAST FOR ABOUT 100 YARDS TO THE POINT ABOUT 100 FEET
 QB1341'HIGHER THAN THE SADDLE AND THE MARK AS DESCRIBED.
 QB1341'
 QB1341'A 4-WHEEL DRIVE IS REQUIRED FOR THE LAST 1.95 MILES.
 QB1341
 QB1341                          STATION RECOVERY (1982)
 QB1341
 QB1341'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 QB1341'HITT 1966 RECOVERED GOOD.
 QB1341'
 QB1341'REFERENCE MARKS 1 (STAMPED HITT NO 1 1966) AND 2 (STAMPED HITT NO
 QB1341'2 1966) ARE IN GOOD CONDITION.  THE DISTANCE FROM R.M. 1 TO R.M. 2
 QB1341'(30.22 FT.) CHECKS.  THE TOP OF THE ROCK CAIRN HAS BLOWN OFF.  THE
 QB1341'CAIRN IS NOW 4 FT. DIAMETER AT THE BASE, 3 FT. HIGH, AND IS FLAT
 QB1341'ON TOP.  THE AZIMUTH MARK (KEITH 1954 USGS) HAS BEEN DESTROYED.
 QB1341'REFERENCE MARKS 1 AND 2 FOR KEITH ARE IN GOOD CONDITION.  THE
 QB1341'TO REACH INSTRUCTIONS FOR STATION HITT ARE ADEQUATE.  THERE IS
 QB1341'NO SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1058 ***********************************************************************
 NV1058  DESIGNATION -  HOBBS
 NV1058  PID         -  NV1058
 NV1058  STATE/COUNTY-  ID/TWIN FALLS
 NV1058  USGS QUAD   -  HUB BUTTE (1979)
 NV1058
 NV1058                         *CURRENT SURVEY CONTROL
 NV1058  ___________________________________________________________________
 NV1058* NAD 83(1992)-  42 25 52.24505(N)    114 28 55.16840(W)     ADJUSTED  
 NV1058* NAVD 88     -      1404.36   (+/-2cm)    4607.5    (feet)  VERTCON   
 NV1058  ___________________________________________________________________
 NV1058  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 NV1058  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 NV1058
 NV1058  HORZ ORDER  -  FIRST
 NV1058  VERT ORDER  -  THIRD ? (See Below)
 NV1058
 NV1058.The horizontal coordinates were established by classical geodetic methods
 NV1058.and adjusted by the National Geodetic Survey in July 1992..
 NV1058
 NV1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1058.The vertical order pertains to the NGVD 29 superseded value.
 NV1058
 NV1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1058
 NV1058.The geoid height was determined by GEOID03.
 NV1058
 NV1058;                    North         East     Units Scale Factor Converg.
 NV1058;SPC ID C     -    85,025.729   460,339.424   MT  0.99996671   -0 19 30.7
 NV1058;UTM  11      - 4,700,723.236   707,127.866   MT  1.00012788   +1 41 58.2
 NV1058
 NV1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1058!SPC ID C     -   0.99978219  x   0.99996671  =   0.99974890
 NV1058!UTM  11      -   0.99978219  x   1.00012788  =   0.99991004
 NV1058
 NV1058:                Primary Azimuth Mark                     Grid Az
 NV1058:SPC ID C     -  HOBBS AZ MK                              003 01 27.8
 NV1058:UTM  11      -  HOBBS AZ MK                              000 59 58.9
 NV1058
 NV1058|---------------------------------------------------------------------|
 NV1058| PID    Reference Object                     Distance      Geod. Az  |
 NV1058|                                                           dddmmss.s |
 NV1058| CD5256 HOBBS AZ MK                                        0024157.1 |
 NV1058| NV1021 TWIN FALLS AMALG SUGAR CO STK       APPROX.12.0 KM 0200253.9 |
 NV1058| NV1014 KIMBERLY MUNICIPAL TANK             APPROX.15.0 KM 0393607.9 |
 NV1058| NV1059 HOBBS RM 1                           10.437 METERS 16058     |
 NV1058| NV1060 AMSTERDAM GRAIN ELEVATOR            APPROX.17.3 KM 2092227.7 |
 NV1058| NV1061 HOLLISTER GRAIN ELEVATOR            APPROX.12.1 KM 2225302.5 |
 NV1058| CD5257 HOBBS RM 2                           10.350 METERS 24559     |
 NV1058| NV1085 TWIN FALLS KTFI RADIO TOWER         APPROX.15.4 KM 3405139.9 |
 NV1058|---------------------------------------------------------------------|
 NV1058
 NV1058                          SUPERSEDED SURVEY CONTROL
 NV1058
 NV1058  NAD 83(1986)-  42 25 52.24443(N)    114 28 55.16659(W) AD(       ) 1
 NV1058  NAD 27      -  42 25 52.55100(N)    114 28 52.03500(W) AD(       ) 1
 NV1058  NGVD 29 (07/19/86) 1403.39   (m)         4604.3    (f) LEVELING    3  
 NV1058
 NV1058.Superseded values are not recommended for survey control.
 NV1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1058.See file dsdata.txt to determine how the superseded data were derived.
 NV1058
 NV1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0712800723(NAD 83)
 NV1058_MARKER: DD = SURVEY DISK
 NV1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NV1058_STAMPING: HOBBS 1935
 NV1058_MARK LOGO: CGS   
 NV1058_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1058+STABILITY: SURFACE MOTION
 NV1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1058+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1993
 NV1058
 NV1058  HISTORY     - Date     Condition        Report By
 NV1058  HISTORY     - 1935     MONUMENTED       CGS
 NV1058  HISTORY     - 1946     GOOD             CGS
 NV1058  HISTORY     - 1947     GOOD             CGS
 NV1058  HISTORY     - 1947     GOOD             USGS
 NV1058  HISTORY     - 1962     GOOD             CGS
 NV1058  HISTORY     - 1963     GOOD             CGS
 NV1058  HISTORY     - 1964     GOOD             USGS
 NV1058  HISTORY     - 1967     GOOD             CGS
 NV1058  HISTORY     - 1970     GOOD             NGS
 NV1058  HISTORY     - 1973     GOOD             NGS
 NV1058  HISTORY     - 1977     GOOD             NGS
 NV1058  HISTORY     - 19930822 GOOD             LOCENG
 NV1058
 NV1058                          STATION DESCRIPTION
 NV1058
 NV1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 NV1058'STATION IS LOCATED ON A LONE, ISOLATED HILL, THE ONLY ONE IN
 NV1058'THE VICINITY, ABOUT 9 MILES S OF TWIN FALLS.
 NV1058'
 NV1058'FROM THE INTERSECTION OF THE E END OF MAIN STREET AND U.S.
 NV1058'HIGHWAY 30, GO S ON THE PAVED ROAD 3.2 MILES, CROSSING
 NV1058'RAILROAD AND RIVER, TO THE END OF THE PAVEMENT.  CONTINUE ON
 NV1058'GRAVEL ROAD 3.0 MILES TO CROSSROADS.  TURN RIGHT AND GO 1.1
 NV1058'MILES TO CROSSROADS.  TURN LEFT AND GO 1.1 MILES, TURN RIGHT,
 NV1058'GO 0.1 MILE, CROSS BRIDGE AND TURN LEFT AND GO 1.1 MILES,
 NV1058'TURN RIGHT, GO 0.1 MILE, CROSS BRIDGE AND TURN LEFT.  GO 0.7
 NV1058'MILE KEEPING ON THE MAIN TRAVELED ROAD UP THE HILL.  TURN
 NV1058'RIGHT AND GO 0.1 MILE TO STATION.
 NV1058'
 NV1058'STATION MARK AND REFERENCE MARK 1 ARE STATE SURVEY DISKS.
 NV1058'THE STATION IS SET IN A CONCRETE POST AND REFERENCE MARK 1 IS
 NV1058'SET IN A BURIED BOULDER AND HAS A SQUARE CONCRETE BLOCK ABOUT
 NV1058'AN INCH HIGH BUILT UP AROUND IT.  REFERENCE MARK 2 IS A BRONZE
 NV1058'REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER.
 NV1058'
 NV1058'AZIMUTH MARK IS SMOKESTACK AT SUGAR REFINERY E OF TWIN FALLS.
 NV1058
 NV1058                          STATION RECOVERY (1946)
 NV1058
 NV1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1058'STATION IS LOCATED ABOUT 9 MILES (AIR LINE) S OF THE CITY OF TWIN
 NV1058'FALLS, ON A LONE SAGEBRUSH-COVERED HILL WHICH IS THE HIGHEST
 NV1058'POINT IN THE VICINITY, AND 2-3/4 MILES S OF THE TWIN FALLS
 NV1058'AIRPORT.
 NV1058'
 NV1058'STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 NV1058'CONDITION.  IT IS A STATE SURVEY DISK SET IN THE TOP OF A CONCRETE
 NV1058'POST WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 NV1058'IT IS 11 FEET SE OF A WHITE 4- BY 4-INCH WITNESS POST AND IS
 NV1058'NOT STAMPED.
 NV1058'
 NV1058'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED AND FOUND TO BE
 NV1058'IN GOOD CONDITION.  IT IS A STATE SURVEY DISK SET IN A BURIED
 NV1058'BOULDER AND IS SURROUNDED BY A SQUARE CONCRETE BLOCK WHICH
 NV1058'PROJECTS 1 INCH ABOVE THE SURFACE OF THE BOULDER.  IT IS 1
 NV1058'FOOT LOWER THAN THE STATION MARK AND IS NOT STAMPED.
 NV1058'
 NV1058'REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 NV1058'GOOD CONDITION.  IT IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 NV1058'IN A BOULDER WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 NV1058'GROUND.  IT IS 1 FOOT LOWER THAN THE STATION MARK AND IS STAMPED
 NV1058'HOBBS NO 2 1935.
 NV1058'
 NV1058'AN AZIMUTH MARK WAS ESTABLISHED.  IT IS A BRONZE DISK SET ON
 NV1058'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 1
 NV1058'FOOT E OF A FENCE CORNER, 6 FEET W OF A POWER POLE, AND 27
 NV1058'FEET NW OF THE CENTER OF THE INTERSECTION OF CROSSROADS.
 NV1058'IT IS STAMPED HOBBS 1946.
 NV1058'
 NV1058'A DISCREPANCY WAS FOUND IN THE OLD DESCRIPTION TO THE STATION.
 NV1058'THE NEW ROUTE IS AS FOLLOWS--TO REACH THE STATION FROM THE
 NV1058'E END OF MAIN STREET AND U.S. HIGHWAY 30 IN TWIN FALLS, GO S
 NV1058'ON A PAVED HIGHWAY (AIRPORT ROAD) FOR 0.3 MILE TO FORKS,
 NV1058'TAKE THE RIGHT FORK AND GO 5.9 MILES TO CROSSROADS, TURN
 NV1058'RIGHT (W) AND GO 1.1 MILES (AZIMUTH MARK IN NW CORNER OF THE
 NV1058'INTERSECTION), TURN LEFT (S) AND GO 1.1 MILES TO T-ROAD
 NV1058'INTERSECTION, TURN RIGHT (W) AND GO 0.1 MILE CROSSING A SMALL
 NV1058'BRIDGE, TURN LEFT (S) AND FOLLOW A TRACK ROAD 0.7 MILE,
 NV1058'KEEPING THE MAIN TRAVELED ROAD, UP A LOW HILL TO A DIM FORK
 NV1058'RIGHT, TAKE THE RIGHT FORK FOR 0.4 MILE, THENCE TURN
 NV1058'RIGHT (W) ACROSS SAGEBRUSH FOR 0.1 MILE TO THE STATION AT THE
 NV1058'SUMMIT OF THE HILL.
 NV1058
 NV1058                          STATION RECOVERY (1947)
 NV1058
 NV1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1058'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION
 NV1058'EXCEPT THE AZIMUTH MARK IS STAMPED HOBBS 1949 INSTEAD OF
 NV1058'HOBBS 1946 AS STATED IN THE 1946 DESCRIPTIONS BY C. LEF.
 NV1058'NEW DESCRIPTIONS FOLLOWS.
 NV1058'
 NV1058'STATION IS ON A LONG SAGE-BRUSH COVERED HILL ABOUT 12 MILES
 NV1058'NE OF ROGERSON AND ABOUT 9 MILES S OF TWIN FALLS.
 NV1058'
 NV1058'STATION MARK IS A STATE SURVEY DISK SET IN THE TOP OF A 6 X 6
 NV1058'CONCRETE POST WHICH IN TURN IS FASTENED ON THE BURIED BOULDER.
 NV1058'IT IS ABOUT 11 FEET SE OF A WHITE WITNESS POST AND IS NOT
 NV1058'STAMPED.  PROJECTS ABOUT 10 INCHES ABOVE THE BOULDER.
 NV1058'
 NV1058'REFERENCE MARK 1 IS ALSO A STATE SURVEY DISK SET IN THE TOP
 NV1058'OF A 6 X 6 CONCRETE POST AND PROJECTING ABOUT ONE INCH ABOVE
 NV1058'THE BOULDER ON WHICH IT IS FASTENED BY CEMENT.  IT IS NOT STAMPED.
 NV1058'
 NV1058'REFERENCE MARK 2 IS STANDARD DISK SET IN DRILL HOLE OF BOULDER
 NV1058'WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED HOBBS NO 2 1935.
 NV1058'
 NV1058'AZIMUTH MARK IS STANDARD DISK SET IN THE TOP OF A 12 X 12 CONCRETE
 NV1058'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.  IT IS
 NV1058'ABOUT 27 FEET NW OF THE CENTER OF A CROSSROAD INTERSECTION,
 NV1058'6 FEET W OF A POWER POLE AND ABOUT ONE FOOT E OF A FENCE CORNER.
 NV1058'IT IS STAMPED HOBBS 1949.
 NV1058'
 NV1058'TO REACH FROM ROGERSON POST OFFICE - GO N ON U.S. 93 FOR ABOUT
 NV1058'17.3 MILES TO A SIDE ROAD RIGHT, THIS ROAD IS 0.5 MILE S OF
 NV1058'THE BERGER STORE, TURN RIGHT AND GO STRAIGHT E FOR 5.0 MILES
 NV1058'TO CROSSROADS, AZIMUTH MARK IS ON THE NW CORNER OF THIS
 NV1058'INTERSECTION, TURN RIGHT AND GO 1.1 MILE TO A T-ROAD
 NV1058'INTERSECTION.  TURN RIGHT FOR 0.1 MILE TO A TRACK ROAD LEFT ON THE
 NV1058'WEST SIDE OF A SMALL BRIDGE, TURN LEFT AND GO 0.7 MILE TO
 NV1058'DIM FORKS, KEEP RIGHT FOR 0.4 MILE TO SUMMIT OF HILL-TOP AND
 NV1058'THEN BEAR RIGHT FOR ABOUT 0.1 MILE TO STATION AS DESCRIBED.
 NV1058
 NV1058                          STATION RECOVERY (1947)
 NV1058
 NV1058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 NV1058'RECOVERED AS DESCRIBED BY CGS.
 NV1058
 NV1058                          STATION RECOVERY (1962)
 NV1058
 NV1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FN)
 NV1058'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 NV1058'AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NV1058'ROADS AND FENCES HAVE BEEN CHANGED, A STEEL WITNESS POST WAS
 NV1058'PLACED 2-1/2 FEET WEST OF THE STATION MARK AND A STEEL
 NV1058'WITNESS POST WAS PLACED 1 FOOT EAST OF THE AZIMUTH MARK.  A
 NV1058'NEW TO REACH FOLLOWS.
 NV1058'
 NV1058'TO REACH THE STATION FROM THE CAFE AND CONTROLL SECTION OF THE
 NV1058'TWIN FALLS AIRPORT, WHICH IS ABOUT 4 MILES SOUTH OF TWIN FALLS,
 NV1058'GO NORTHEAST ON THE MACADAM ROAD FOR 0.45 MILE TO A SECTION
 NV1058'LINE ROAD, TURN SHARP RIGHT AND GO SOUTH, SOUTHEAST AND SOUTH
 NV1058'ON THE MACADAM ROAD FOR 0.85 MILE TO A T ROAD INTERSECTION,
 NV1058'TURN RIGHT AND GO WEST ON THE MACADAM ROAD FOR 0.25 MILE TO A
 NV1058'SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON THE MACADAM ROAD
 NV1058'FOR 1.0 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 NV1058'NORTHWEST ANGLE.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 1.0
 NV1058'MILE TO A T ROAD INTERSECTION, TURN RIGHT AND GO WEST FOR 0.1
 NV1058'MILE TO A GATE ON THE LEFT, JUST AFTER CROSSING A SMALL WOODEN
 NV1058'BRIDGE OVER A CANAL, TURN LEFT PASS THRU GATE AND GO SOUTH
 NV1058'ON THE TRACK ROAD FOR 0.15 MILE TO A GATE, PASS THRU GATE AND
 NV1058'CONTINUE SOUTH ON THE DIRT ROAD FOR 0.8 MILE TO A GATE, PASS
 NV1058'THRU GATE AND CONTINUE SOUTH ON THE TRACK ROAD FOR 0.15
 NV1058'MILE, THEN LEAVE THE TRACK ROAD BY TURNING RIGHT AND PICK
 NV1058'YOUR WAY WESTERLY FOR 0.05 MILE TO THE FIRST SUMMIT AND
 NV1058'THE STATION.
 NV1058
 NV1058                          STATION RECOVERY (1963)
 NV1058
 NV1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 NV1058'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NV1058
 NV1058                          STATION RECOVERY (1964)
 NV1058
 NV1058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NV1058'RECOVERED AS DESCRIBED BY USGS AND CGS.  RMS AGREE WITH CGS.
 NV1058
 NV1058                          STATION RECOVERY (1967)
 NV1058
 NV1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RAD)
 NV1058'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN
 NV1058'GOOD CONDITION.
 NV1058'
 NV1058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 9
 NV1058'MI. S OF TWIN FALLS, IDAHO.
 NV1058
 NV1058                          STATION RECOVERY (1970)
 NV1058
 NV1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 NV1058'THE STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 NV1058'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 NV1058'
 NV1058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 NV1058'S OF TWIN FALLS.
 NV1058
 NV1058                          STATION RECOVERY (1973)
 NV1058
 NV1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BHB)
 NV1058'THE STATION MARK AND R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD
 NV1058'CONDITION.
 NV1058'
 NV1058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTH.
 NV1058
 NV1058                          STATION RECOVERY (1977)
 NV1058
 NV1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 NV1058'RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 NV1058'FOUND IN GOOD CONDITION, AZIMUTH MARK NOT SEARCHED FOR.
 NV1058'
 NV1058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MIS. S. OF
 NV1058'TWIN FALLS.
 NV1058
 NV1058                          STATION RECOVERY (1993)
 NV1058
 NV1058'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NV1058'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1059 ***********************************************************************
 NV1059  DESIGNATION -  HOBBS RM 1
 NV1059  PID         -  NV1059
 NV1059  STATE/COUNTY-  ID/TWIN FALLS
 NV1059  USGS QUAD   -  HUB BUTTE (1979)
 NV1059
 NV1059                         *CURRENT SURVEY CONTROL
 NV1059  ___________________________________________________________________
 NV1059* NAD 83(1992)-  42 25 51.92528(N)    114 28 55.01949(W)     ADJUSTED  
 NV1059* NAVD 88     -      1404.     (meters)    4606.     (feet)  SCALED    
 NV1059  ___________________________________________________________________
 NV1059  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 NV1059  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 NV1059
 NV1059  HORZ ORDER  -  SECOND
 NV1059
 NV1059.The horizontal coordinates were established by classical geodetic methods
 NV1059.and adjusted by the National Geodetic Survey in July 1992..
 NV1059
 NV1059.The orthometric height was scaled from a topographic map.
 NV1059
 NV1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1059
 NV1059.The geoid height was determined by GEOID03.
 NV1059
 NV1059;                    North         East     Units Scale Factor Converg.
 NV1059;SPC ID C     -    85,015.843   460,342.771   MT  0.99996671   -0 19 30.6
 NV1059;UTM  11      - 4,700,713.473   707,131.561   MT  1.00012790   +1 41 58.3
 NV1059
 NV1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1059!SPC ID C     -   0.99978225  x   0.99996671  =   0.99974897
 NV1059!UTM  11      -   0.99978225  x   1.00012790  =   0.99991012
 NV1059
 NV1059                          SUPERSEDED SURVEY CONTROL
 NV1059
 NV1059  NAD 83(1986)-  42 25 51.92524(N)    114 28 55.01795(W) AD(       ) 2
 NV1059  NAD 27      -  42 25 52.23100(N)    114 28 51.88600(W) AD(       ) 2
 NV1059
 NV1059.Superseded values are not recommended for survey control.
 NV1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1059.See file dsdata.txt to determine how the superseded data were derived.
 NV1059
 NV1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0713200713(NAD 83)
 NV1059
 NV1059  HISTORY     - Date     Condition        Report By
 NV1059  HISTORY     - 1935     MONUMENTED       CGS
 NV1059
 NV1059                          STATION DESCRIPTION
 NV1059
 NV1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV1059'SEE STATION HOBBS (IGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1499 ***********************************************************************
 SV1499  DESIGNATION -  HOBO
 SV1499  PID         -  SV1499
 SV1499  STATE/COUNTY-  ID/SHOSHONE
 SV1499  USGS QUAD   -  MERRY CREEK (1995)
 SV1499
 SV1499                         *CURRENT SURVEY CONTROL
 SV1499  ___________________________________________________________________
 SV1499* NAD 83(1992)-  47 04 45.24723(N)    116 08 02.46820(W)     ADJUSTED  
 SV1499* NAVD 88     -      1439.5    (meters)    4723.     (feet)  VERTCON   
 SV1499  ___________________________________________________________________
 SV1499  LAPLACE CORR-          10.75  (seconds)                    DEFLEC99
 SV1499  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 SV1499
 SV1499  HORZ ORDER  -  SECOND
 SV1499
 SV1499.The horizontal coordinates were established by classical geodetic methods
 SV1499.and adjusted by the National Geodetic Survey in July 1992..
 SV1499
 SV1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1499
 SV1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1499
 SV1499.The geoid height was determined by GEOID03.
 SV1499
 SV1499;                    North         East     Units Scale Factor Converg.
 SV1499;SPC ID W     -   601,473.669   770,838.222   MT  0.99994378   -0 16 52.4
 SV1499;UTM  11      - 5,214,333.124   565,739.137   MT  0.99965311   +0 38 03.0
 SV1499
 SV1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1499!SPC ID W     -   0.99977700  x   0.99994378  =   0.99972080
 SV1499!UTM  11      -   0.99977700  x   0.99965311  =   0.99943019
 SV1499
 SV1499|---------------------------------------------------------------------|
 SV1499| PID    Reference Object                     Distance      Geod. Az  |
 SV1499|                                                           dddmmss.s |
 SV1499| SV1497 BUM                                  22.291 METERS 11603     |
 SV1499| SV1500 TRAMP                               APPROX. 0.9 KM 3345324.1 |
 SV1499|---------------------------------------------------------------------|
 SV1499
 SV1499                          SUPERSEDED SURVEY CONTROL
 SV1499
 SV1499  NAD 83(1986)-  47 04 45.25092(N)    116 08 02.46028(W) AD(       ) 2
 SV1499  NAD 27      -  47 04 45.56022(N)    116 07 58.90781(W) AD(       ) 2
 SV1499  NGVD 29 (07/19/86) 1438.3    (m)         4719.     (f) VERT ANG       
 SV1499
 SV1499.Superseded values are not recommended for survey control.
 SV1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1499.See file dsdata.txt to determine how the superseded data were derived.
 SV1499
 SV1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6573914333(NAD 83)
 SV1499_MARKER: P = PIPE CAP
 SV1499_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV1499
 SV1499  HISTORY     - Date     Condition        Report By
 SV1499  HISTORY     - 1967     MONUMENTED       BPA
 SV1499
 SV1499                          STATION DESCRIPTION
 SV1499
 SV1499'DESCRIBED BY BONNEVILLE POWER ADMINISTRATION 1967
 SV1499'TO REACH BPA STATIONS HOBO AND BUM FROM THE POST OFFICE IN
 SV1499'CLARKIA, IDAHO, GO 0.5 MILE EASTERLY ON BLACKTOP ROAD TO
 SV1499'CROSS BRIDGE NEAR ROCK QUARRY.  TURN RIGHT ON GRAVEL ROAD
 SV1499'AND GO 0.2 MILE TO SIDE ROAD LEFT.  CONTINUE STRAIGHT 0.4
 SV1499'MILE TO ROAD JUNCTION.  TURN LEFT ON HOBO PASS ROAD AND GO
 SV1499'2.1 MILES TO A T-INTERSECTION.  TURN RIGHT ON MERRY CREEK
 SV1499'ROAD CROSSING BRIDGE AND GO 2.4 MILES TO A Y-INTERSECTION.
 SV1499'TURN LEFT AND GO 2.7 MILES TO A T-INTERSECTION.  TURN RIGHT
 SV1499'AND GO 1.5 MILES TO A Y-INTERSECTION.  TURN LEFT ON MAIN
 SV1499'ROAD AND GO 0.2 MILE TO A Y-INTERSECTION AT HOBO PASS.  TURN
 SV1499'RIGHT UPHILL AND GO 0.3 MILE TO A Y-INTERSECTION.  STATION
 SV1499'HOBO IS LEFT OF ROAD AND STATION BUM IS RIGHT OF ROAD.
 SV1499'
 SV1499'HOBO IS A STANDARD BPA BRASS CAP ON IRON PIPE STAMPED HOBO,
 SV1499'D-HS, F-67 LOCATED ABOUT 22 FEET WEST OF THE CENTER LINE
 SV1499'OF ROAD AND ABOUT 22 FEET SW OF THE CENTER OF THE INTERSECTION.
 SV1499'STATION IS 0.1 FEET ABOVE GROUND ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0712 ***********************************************************************
 QZ0712  DESIGNATION -  HODOO
 QZ0712  PID         -  QZ0712
 QZ0712  STATE/COUNTY-  ID/IDAHO
 QZ0712  USGS QUAD   -  JOHNSON BUTTE (1989)
 QZ0712
 QZ0712                         *CURRENT SURVEY CONTROL
 QZ0712  ___________________________________________________________________
 QZ0712* NAD 83(1992)-  45 28 05.17786(N)    115 48 42.13659(W)     ADJUSTED  
 QZ0712* NAVD 88     -       620.3    (meters)    2035.     (feet)  VERTCON   
 QZ0712  ___________________________________________________________________
 QZ0712  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 QZ0712  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 QZ0712
 QZ0712  HORZ ORDER  -  SECOND
 QZ0712
 QZ0712.The horizontal coordinates were established by classical geodetic methods
 QZ0712.and adjusted by the National Geodetic Survey in July 1992..
 QZ0712
 QZ0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0712
 QZ0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0712
 QZ0712.The geoid height was determined by GEOID03.
 QZ0712
 QZ0712;                    North         East     Units Scale Factor Converg.
 QZ0712;SPC ID W     -   422,328.021   795,174.887   MT  0.99993362   -0 02 38.4
 QZ0712;UTM  11      - 5,035,639.783   592,890.021   MT  0.99970609   +0 50 49.7
 QZ0712
 QZ0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0712!SPC ID W     -   0.99990516  x   0.99993362  =   0.99983878
 QZ0712!UTM  11      -   0.99990516  x   0.99970609  =   0.99961128
 QZ0712
 QZ0712:                Primary Azimuth Mark                     Grid Az
 QZ0712:SPC ID W     -  ELK                                      053 52 31.4
 QZ0712:UTM  11      -  ELK                                      052 59 03.3
 QZ0712
 QZ0712|---------------------------------------------------------------------|
 QZ0712| PID    Reference Object                     Distance      Geod. Az  |
 QZ0712|                                                           dddmmss.s |
 QZ0712| QZ0710 ELK                                 APPROX. 1.4 KM 0534953.0 |
 QZ0712| CH6669 HODOO RM 1                            9.469 METERS 07245     |
 QZ0712| CH6670 HODOO RM 2                           24.198 METERS 11745     |
 QZ0712| QZ0351 Y 318                                37.198 METERS 20636     |
 QZ0712|---------------------------------------------------------------------|
 QZ0712
 QZ0712                          SUPERSEDED SURVEY CONTROL
 QZ0712
 QZ0712  NAD 83(1986)-  45 28 05.18010(N)    115 48 42.13276(W) AD(       ) 2
 QZ0712  NAD 27      -  45 28 05.53498(N)    115 48 38.66826(W) AD(       ) 2
 QZ0712  NGVD 29 (07/19/86)  619.0    (m)         2031.     (f) VERT ANG       
 QZ0712
 QZ0712.Superseded values are not recommended for survey control.
 QZ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0712.See file dsdata.txt to determine how the superseded data were derived.
 QZ0712
 QZ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL9289035640(NAD 83)
 QZ0712_MARKER: Z = SEE DESCRIPTION
 QZ0712_SETTING: 0 = UNSPECIFIED SETTING
 QZ0712
 QZ0712  HISTORY     - Date     Condition        Report By
 QZ0712  HISTORY     - 1945     MONUMENTED       CGS
 QZ0712
 QZ0712                          STATION DESCRIPTION
 QZ0712
 QZ0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 QZ0712'STATION IS LOCATED AT HIGH-WATER MARK OF A ROCK-AND-SAND BAR ON
 QZ0712'THE N SIDE OF THE SALMON RIVER AND DOWNSTREAM FROM THE MOUTH
 QZ0712'OF SHEEP CREEK.  IT IS 76.5 FEET NNE OF A 12- BY 10- BY 10-FOOT
 QZ0712'BOULDER, 110 FEET N OF THE WATERS EDGE, AND ABOUT 400 FEET
 QZ0712'W OF THE MOUTH OF SHEEP CREEK.
 QZ0712'
 QZ0712'STATION MARK IS A BRONZE STATION DISK SET IN A 3- BY 4-FOOT
 QZ0712'BOULDER PROJECTING 14 INCHES.  DISK IS STAMPED HODOO 1945.
 QZ0712'
 QZ0712'REFERENCE MARK 1 IS NE OF THE STATION.  IT IS A BRONZE
 QZ0712'REFERENCE DISK SET IN A 26- BY 30-INCH BOULDER PROJECTING 20
 QZ0712'INCHES.  IT IS AT THE EDGE OF THE BAR AND IS THE SAME ELEVATION
 QZ0712'AS THE STATION.  DISK IS STAMPED HODOO NO 1 1945.
 QZ0712'
 QZ0712'REFERENCE MARK 2 IS ESE OF THE STATION.  IT IS A BRONZE
 QZ0712'REFERENCE DISK SET IN A 5- BY 4-FOOT BOULDER PROJECTING
 QZ0712'2.5 FEET.  IT IS IN THE CENTER OF THE BAR AND 100 FEET FROM THE
 QZ0712'WATERS EDGE.  DISK IS STAMPED HODOO NO 2 1945.
 QZ0712'
 QZ0712'AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION ELK.
 QZ0712'
 QZ0712'TO REACH THE STATION FROM THE DIXIE RANGER STATION, FOLLOW THE
 QZ0712'ROAD W TO A FORK AT THE N END OF THE AIRFIELD.  TURN LEFT AND
 QZ0712'FOLLOW TRAIL DOWN THE W SIDE OF CROOKED CREEK TO THE SHEPP
 QZ0712'RANCH, CONTINUE ON THE TRAIL DOWN THE SALMON RIVER TO A FOREST
 QZ0712'SERVICE CABIN 0.15 MILE E OF THE MOUTH OF SHEEP CREEK.* CONTINUE
 QZ0712'0.15 MILE TO SHEEP CREEK.  A TOTAL DISTANCE OF 22.5 MILES.
 QZ0712'CROSS TO THE W SIDE OF THE CREEK ON A FOOTBRIDGE AND TURN LEFT
 QZ0712'AND GO ABOUT 0.1 MILE TO THE STATION AS DESCRIBED.
 QZ0712'
 QZ0712'TRIANGULATION STATION ELK IS LOCATED ON THE THIRD GENERAL LEVEL
 QZ0712'OF A STEEP RIDGE LYING JUST E OF THE FIRST CANYON E OF SHEEP
 QZ0712'CREEK AND ABOUT 0.5 MILE SE OF THE HIGHEST PART OF THE RIDGE.
 QZ0712'IT IS 91.5 FEET NE OF A LONG PINE TREE WITH A TRIANGULAR BLAZE.
 QZ0712'IT IS STAMPED ELK 1945 AND IS FLUSH WITH THE SURFACE OF THE
 QZ0712'GROUND.
 QZ0712'
 QZ0712'*TO REACH TRIANGULATION STATION ELK FROM THIS POINT, CROSS TO
 QZ0712'THE E SIDE OF A CANYON JUST E OF THE CABIN AND FOLLOW TRAIL
 QZ0712'UP THE STEEP SLOPE OF THE RIDGE TO THE STATION.  A 45-MINUTE
 QZ0712'HORSE PACK FROM THE CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1868 ***********************************************************************
 RZ1868  DESIGNATION -  HOFFMAN
 RZ1868  PID         -  RZ1868
 RZ1868  STATE/COUNTY-  ID/NEZ PERCE
 RZ1868  USGS QUAD   -  JULIAETTA (1990)
 RZ1868
 RZ1868                         *CURRENT SURVEY CONTROL
 RZ1868  ___________________________________________________________________
 RZ1868* NAD 83(1992)-  46 33 42.42964(N)    116 37 35.15313(W)     ADJUSTED  
 RZ1868* NAVD 88     -       741.5    (meters)    2433.     (feet)  VERTCON   
 RZ1868  ___________________________________________________________________
 RZ1868  LAPLACE CORR-           7.18  (seconds)                    DEFLEC99
 RZ1868  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 RZ1868
 RZ1868  HORZ ORDER  -  SECOND
 RZ1868
 RZ1868.The horizontal coordinates were established by classical geodetic methods
 RZ1868.and adjusted by the National Geodetic Survey in July 1992..
 RZ1868
 RZ1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1868
 RZ1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1868
 RZ1868.The geoid height was determined by GEOID03.
 RZ1868
 RZ1868;                    North         East     Units Scale Factor Converg.
 RZ1868;SPC ID W     -   544,255.666   732,803.717   MT  0.99998882   -0 38 11.1
 RZ1868;UTM  11      - 5,156,536.628   528,632.125   MT  0.99961008   +0 16 16.5
 RZ1868
 RZ1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1868!SPC ID W     -   0.99988656  x   0.99998882  =   0.99987538
 RZ1868!UTM  11      -   0.99988656  x   0.99961008  =   0.99949669
 RZ1868
 RZ1868:                Primary Azimuth Mark                     Grid Az
 RZ1868:SPC ID W     -  HOFFMAN AZ MK                            026 19 16.5
 RZ1868:UTM  11      -  HOFFMAN AZ MK                            025 24 48.9
 RZ1868
 RZ1868|---------------------------------------------------------------------|
 RZ1868| PID    Reference Object                     Distance      Geod. Az  |
 RZ1868|                                                           dddmmss.s |
 RZ1868| CH6671 HOFFMAN AZ MK                                      0254105.4 |
 RZ1868| CH6672 HOFFMAN RM 1                          5.520 METERS 08652     |
 RZ1868| CH6673 HOFFMAN RM 2                          7.961 METERS 28417     |
 RZ1868|---------------------------------------------------------------------|
 RZ1868
 RZ1868                          SUPERSEDED SURVEY CONTROL
 RZ1868
 RZ1868  NAD 83(1986)-  46 33 42.43507(N)    116 37 35.14843(W) AD(       ) 2
 RZ1868  NAD 27      -  46 33 42.82310(N)    116 37 31.59950(W) AD(       ) 2
 RZ1868  NGVD 29 (07/19/86)  740.5    (m)         2429.     (f) VERT ANG       
 RZ1868
 RZ1868.Superseded values are not recommended for survey control.
 RZ1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1868.See file dsdata.txt to determine how the superseded data were derived.
 RZ1868
 RZ1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM2863256537(NAD 83)
 RZ1868_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1868_SETTING: 80 = SET IN A BOULDER
 RZ1868_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RZ1868
 RZ1868  HISTORY     - Date     Condition        Report By
 RZ1868  HISTORY     - 1959     MONUMENTED       CGS
 RZ1868
 RZ1868                          STATION DESCRIPTION
 RZ1868
 RZ1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1868'STATION IS LOCATED ABOUT 3-3/4 MILES NORTH AND 2-3/4 MILES
 RZ1868'WEST OF LENORE, 1 MILE SOUTH AND 1 MILE WEST OF LELAND, IN
 RZ1868'THE EAST CENTRAL PORTION OF SECTION 7, T 37 N, R 2 W, ABOUT
 RZ1868'0.1 MILE NORTH OF A BARN, NEAR THE EAST END OF AN UNCLEARED
 RZ1868'ROCKY AREA SURROUNDED BY A CULTIVATED FIELD AND ON PROPERTY
 RZ1868'OWNED BY MR. C. HOFFMAN.
 RZ1868'
 RZ1868'TO REACH FROM THE MAIN CROSSROADS, IN LELAND, GO WEST ON
 RZ1868'GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT JUST BEFORE
 RZ1868'CROSSING A SMALL BRIDGE.  TURN LEFT AND GO SOUTHERLY ON
 RZ1868'GRAVELED ROAD FOR 0.65 MILE TO A T-INTERSECTION AND THE
 RZ1868'AZIMUTH MARK AS DESCRIBED.  TURN RIGHT AND GO WEST AND SOUTH
 RZ1868'FOR 0.8 MILE TO A DRIVEWAY RIGHT.  TURN RIGHT, KEEPING TO
 RZ1868'THE LEFT SIDE OF THE GARAGE, AND FOLLOW DRIVEWAY ABOUT
 RZ1868'0.05 MILE.  THENCE RIGHT FOR ABOUT 0.1 MILE TO A LARGE BARN.
 RZ1868'THENCE RIGHT ACROSS FIELD FOR ABOUT 100 YARDS TO AN UNCLEARED
 RZ1868'AREA AND THE STATION AS DESCRIBED.
 RZ1868'
 RZ1868'STATION MARK IS A STANDARD DISK, STAMPED HOFFMAN 1959, CEMENTED
 RZ1868'IN A DRILL HOLE IN A 6 X 10 FOOT BOULDER PROJECTING 2 FEET.
 RZ1868'
 RZ1868'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOFFMAN NO 1 1959,
 RZ1868'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER PROJECTING
 RZ1868'2 FEET.
 RZ1868'
 RZ1868'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOFFMAN NO 2 1959,
 RZ1868'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER PROJECTING
 RZ1868'1 FOOT.
 RZ1868'
 RZ1868'AZIMUTH MARK IS A STANDARD DISK, STAMPED HOFFMAN 1959, SET
 RZ1868'IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 RZ1868'6 INCHES.  IT IS 81 FEET SOUTHEAST OF THE INTERSECTION OF
 RZ1868'THE CENTER LINES OF THE T-JUNCTION ROADS, 46 FEET WEST OF
 RZ1868'THE NORTHWEST CORNER OF A SMALL IMPLEMENT GARAGE, 20 FEET
 RZ1868'SOUTH OF AN EAST-WEST GRAVELED ROAD, 2 FEET SOUTH OF A TELEPHONE
 RZ1868'LINE POLE AND 1 FOOT NORTH OF THE SOUTH ROAD RIGHT-OF-WAY
 RZ1868'FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 RZ1868'EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1372 ***********************************************************************
 QB1372  DESIGNATION -  HOG
 QB1372  PID         -  QB1372
 QB1372  STATE/COUNTY-  ID/WASHINGTON
 QB1372  USGS QUAD   -  HOG CREEK BUTTE (1986)
 QB1372
 QB1372                         *CURRENT SURVEY CONTROL
 QB1372  ___________________________________________________________________
 QB1372* NAD 83(1992)-  44 26 22.96172(N)    116 32 28.04679(W)     ADJUSTED  
 QB1372* NAVD 88     -      1040.7    (meters)    3414.     (feet)  VERTCON   
 QB1372  ___________________________________________________________________
 QB1372  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 QB1372  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 QB1372
 QB1372  HORZ ORDER  -  THIRD
 QB1372
 QB1372.The horizontal coordinates were established by classical geodetic methods
 QB1372.and adjusted by the National Geodetic Survey in July 1992..
 QB1372
 QB1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1372
 QB1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1372
 QB1372.The geoid height was determined by GEOID03.
 QB1372
 QB1372;                    North         East     Units Scale Factor Converg.
 QB1372;SPC ID W     -   308,351.965   737,021.601   MT  0.99998209   -0 33 14.1
 QB1372;UTM  11      - 4,920,814.911   536,517.181   MT  0.99961640   +0 19 16.6
 QB1372
 QB1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1372!SPC ID W     -   0.99983940  x   0.99998209  =   0.99982149
 QB1372!UTM  11      -   0.99983940  x   0.99961640  =   0.99945586
 QB1372
 QB1372                          SUPERSEDED SURVEY CONTROL
 QB1372
 QB1372  NAD 83(1986)-  44 26 22.95818(N)    116 32 28.05169(W) AD(       ) 3
 QB1372  NGVD 29 (09/17/91) 1039.6    (m)         3411.     (f) VERT ANG       
 QB1372
 QB1372.Superseded values are not recommended for survey control.
 QB1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1372.See file dsdata.txt to determine how the superseded data were derived.
 QB1372
 QB1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK3651720815(NAD 83)
 QB1372_MARKER: DD = SURVEY DISK
 QB1372_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QB1372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB1372
 QB1372  HISTORY     - Date     Condition        Report By
 QB1372  HISTORY     - 1954     MONUMENTED       USGS
 QB1372  HISTORY     - 1970     GOOD             USGS
 QB1372
 QB1372                          STATION DESCRIPTION
 QB1372
 QB1372'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QB1372'LOCATED ABOUT 9.0 MI. SE. OF MIDVALE AND 0.5 MI. E. OF HOG CREEK, ON
 QB1372'A LOW RIDGE KNOWN LOCALLY AS HOG CREEK BUTTE.
 QB1372'
 QB1372'TO REACH FROM MIDVALE POST OFFICE, DRIVE E. ON OLD HIGHWAY 95 FOR 0.9
 QB1372'MI. TO RD. INTERSECTION, TAKE S. RD. (MIDVALE FARM BUREAU ROAD) FOR
 QB1372'7.6 MI. TO T-RD. S. (CRANE CREEK RESERVOIR ROAD), CONTINUE E. ON
 QB1372'MIDVALE FARM BUREAU ROAD 4.2 MI. TO T-RD. N., TAKE N. RD. FOR 2.0 MI.
 QB1372'TO RD. INTERSECTION, TAKE RIGHT RD. (E.) FOR 0.6 MI. TO RIDGE.  PACK
 QB1372'S. UP HILL TO HIGHEST POINT AND STATION.  ABOUT 5 MINUTE PACK.
 QB1372'
 QB1372'STATION MARK--STANDARD USGS TABLET STAMPED---HOG 1954---, CEMENTED IN
 QB1372'SOLID MASS OF CONCRETE CAST IN PLACE.
 QB1372'
 QB1372'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED---,
 QB1372'---NO 1 1954---, CEMENTED IN MASS OF CONCRETE CAST IN PLACE, 42.77 FT.
 QB1372'FROM STATION MARK 17 DEGREES 16 MINUTES SW.
 QB1372'
 QB1372'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED---,
 QB1372'---NO 2 1954---, CEMENTED IN MASS OF CONCRETE CAST IN PLACE, 52.64 FT.
 QB1372'FROM STATION MARK 68 DEGREES 14 MINUTES NW.
 QB1372'
 QB1372'LIST OF USGS, 1970--STATION FOUND AS DESCRIBED.
 QB1372
 QB1372                          STATION RECOVERY (1970)
 QB1372
 QB1372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QB1372'LOCATED ABOUT 9.0 MI. SE. OF MIDVALE AND 0.5 MI. E. OF HOG CREEK, ON
 QB1372'A LOW RIDGE KNOWN LOCALLY AS HOG CREEK BUTTE.
 QB1372'
 QB1372'TO REACH FROM MIDVALE POST OFFICE, DRIVE E. ON OLD HIGHWAY 95 FOR
 QB1372'0.9 MI. TO RD. INTERSECTION, TAKE S. RD. (MIDVALE FARM BUREAU RD.)
 QB1372'FOR 7.6 MI. TO T-RD. S. (CRANE CREEK RESERVOIR RD.), CONTINUE E. ON
 QB1372'MIDVALE FARM BUREAU RD. 4.2 MI. TO T-RD. N., TAKE N. RD. FOR 2.0 MI.
 QB1372'TO RD. INTERSECTION, TAKE RIGHT RD. (E.) FOR 0.6 MI. TO RIDGE.  PACK
 QB1372'S. UPHILL TO HIGHEST POINT AND STATION.  ABOUT 5-MINUTE PACK.
 QB1372'
 QB1372'STATION MARK--STANDARD USGS TABLET STAMPED---HOG 1954---CEMENTED IN
 QB1372'SOLID MASS OF CONCRETE CAST IN PLACE.
 QB1372'
 QB1372'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED---,
 QB1372'---NO 1 1954--- CEMENTED IN MASS OF CONCRETE, 42.77 FT. FROM STATION
 QB1372'MARK 08 DEGREES 15 MINUTES SW.
 QB1372'
 QB1372'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED---,
 QB1372'---NO 2 1954--- CEMENTED IN MASS OF CONCRETE, 52.64 FT. FROM STATION
 QB1372'MARK 78 DEGREES 12 MINUTES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1000 ***********************************************************************
 OZ1000  DESIGNATION -  HOG CREEK
 OZ1000  PID         -  OZ1000
 OZ1000  STATE/COUNTY-  ID/ELMORE
 OZ1000  USGS QUAD   -  KING HILL (1986)
 OZ1000
 OZ1000                         *CURRENT SURVEY CONTROL
 OZ1000  ___________________________________________________________________
 OZ1000* NAD 83(1992)-  43 01 59.13591(N)    115 08 06.87862(W)     ADJUSTED  
 OZ1000* NAVD 88     -      1108.4    (meters)    3636.     (feet)  VERTCON   
 OZ1000  ___________________________________________________________________
 OZ1000  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 OZ1000  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 OZ1000
 OZ1000  HORZ ORDER  -  SECOND
 OZ1000
 OZ1000.The horizontal coordinates were established by classical geodetic methods
 OZ1000.and adjusted by the National Geodetic Survey in July 1992..
 OZ1000
 OZ1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1000
 OZ1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1000
 OZ1000.The geoid height was determined by GEOID03.
 OZ1000
 OZ1000;                    North         East     Units Scale Factor Converg.
 OZ1000;SPC ID W     -   151,956.084   850,097.611   MT  0.99996420   +0 25 10.3
 OZ1000;UTM  11      - 4,766,177.083   651,913.473   MT  0.99988390   +1 16 22.0
 OZ1000
 OZ1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1000!SPC ID W     -   0.99982863  x   0.99996420  =   0.99979284
 OZ1000!UTM  11      -   0.99982863  x   0.99988390  =   0.99971255
 OZ1000
 OZ1000|---------------------------------------------------------------------|
 OZ1000| PID    Reference Object                     Distance      Geod. Az  |
 OZ1000|                                                           dddmmss.s |
 OZ1000| CD5260 HOG CREEK RM 2                        6.984 METERS 10635     |
 OZ1000| NV1121 CLOVER                              APPROX. 8.4 KM 1170319.9 |
 OZ1000| CD5258 HOG CREEK AZ MK                                    1843439.1 |
 OZ1000| CD5259 HOG CREEK RM 1                        4.060 METERS 35247     |
 OZ1000|---------------------------------------------------------------------|
 OZ1000
 OZ1000                          SUPERSEDED SURVEY CONTROL
 OZ1000
 OZ1000  NAD 83(1986)-  43 01 59.13461(N)    115 08 06.87691(W) AD(       ) 2
 OZ1000  NAD 27      -  43 01 59.49500(N)    115 08 03.63300(W) AD(       ) 2
 OZ1000  NGVD 29 (07/19/86) 1107.6    (m)         3634.     (f) VERT ANG       
 OZ1000
 OZ1000.Superseded values are not recommended for survey control.
 OZ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1000.See file dsdata.txt to determine how the superseded data were derived.
 OZ1000
 OZ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH5191366177(NAD 83)
 OZ1000_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1000_SETTING: 80 = SET IN A BOULDER
 OZ1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ1000+STABILITY: SURFACE MOTION
 OZ1000
 OZ1000  HISTORY     - Date     Condition        Report By
 OZ1000  HISTORY     - 1945     MONUMENTED       CGS
 OZ1000  HISTORY     - 1959     GOOD             CGS
 OZ1000
 OZ1000                          STATION DESCRIPTION
 OZ1000
 OZ1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 OZ1000'STATION IS LOCATED ABOUT 4 MILES NE OF KING HILL, 3 MILES W
 OZ1000'OF HOG CREEK, 2 MILES N OF CLOVER CREEK, 2 MILES W OF THE
 OZ1000'ELMORE-GOODING COUNTY LINE, AND ON THE HIGHEST POINT OF A HILL
 OZ1000'WHICH IS SEPARATED FROM THE MAIN RIM ROCK TO THE N AND NW.  THE
 OZ1000'SUMMIT OF THE HILL IS COVERED BY LARGE LOOSE BOULDERS AND THERE IS
 OZ1000'AN EXTENSIVE GROWTH OF HIGH WEEDS ON THE SE SLOPE.  MARK IS STAMPED
 OZ1000'HOG CR 1945 AND IS FLUSH WITH THE GROUND.
 OZ1000'
 OZ1000'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 OZ1000'IN DRILL HOLES IN BOULDERS.
 OZ1000'
 OZ1000'REFERENCE MARK 1 IS SET IN A 2- BY 3-FOOT BOULDER WHICH PROJECTS
 OZ1000'1 FOOT.  IT IS AT ABOUT THE SAME ELEVATION AS STATION MARK
 OZ1000'AND IS STAMPED HOG CR NO 1 1945.
 OZ1000'
 OZ1000'REFERENCE MARK 2 IS STAMPED HOG CR NO 2 1945 AND IS FLUSH
 OZ1000'WITH THE GROUND.  IT IS 2 FEET LOWER IN ELEVATION THAN STATION
 OZ1000'MARK.
 OZ1000'
 OZ1000'AZIMUTH MARK IS ABOUT 1.0 MILE (AIR LINE) S OF THE STATION,
 OZ1000'ALONG THE CREST OF AN OPEN RIDGE, 0.1 MILE E OF A CREEK, AND
 OZ1000'33 FEET N OF A TRACK ROAD.  IT IS STAMPED HOG CR 1945 AND IS
 OZ1000'FLUSH WITH THE GROUND.  A 4- BY 4-INCH WHITE WOODEN WITNESS
 OZ1000'POST IS 5 FEET W OF THE MARK.
 OZ1000'
 OZ1000'TO REACH THE STATION FROM THE N SIDE OF THE KING HILL SCHOOL, GO
 OZ1000'N ON GRADED ROAD 0.1 MILE, CROSS DITCH AND TAKE RIGHT FORK
 OZ1000'THROUGH A GATE AND UP STEEP GRADE FOR 0.75 MILE, PASS UNDER
 OZ1000'TELEPHONE LINE AND GO 0.15 MILE, TAKE RIGHT FORK THROUGH A
 OZ1000'BOARD GATE AND GO 0.25 MILE, KEEP TO THE RIGHT OF A FENCE
 OZ1000'AND FIELD FOR 0.25 MILE.  CROSS WASH AND TAKE THE MIDDLE FORK
 OZ1000'FOR 0.15 MILE, TAKE THE RIGHT FORK AND GO 0.3 MILE, TURN
 OZ1000'RIGHT ONTO FIREBREAK AND FOLLOW E FOR 1.25 MILES TO THE SUMMIT
 OZ1000'OF THE FIRST RIDGE.  TURN SHARP RIGHT AND FOLLOW THE
 OZ1000'FIREBREAK SE FOR 0.4 MILE, TAKE LEFT-HAND FIREBREAK ALONG THE
 OZ1000'CREST OF THE RIDGE AND DOWNGRADE FOR 0.55 MILE TO THE
 OZ1000'CREEK BOTTOM.  BEAR TO THE RIGHT, DOWN THE SANDY WASH, FOR
 OZ1000'0.05 MILE.  CROSS THE WASH AND FOLLOW ALONG THE LEFT BANK
 OZ1000'FOR 0.1 MILE, TURN LEFT UP THE RIDGE AND GO 0.1 MILE TO A
 OZ1000'LEVEL SPOT IN THE RIDGE AND THE AZIMUTH MARK TO THE
 OZ1000'LEFT (N).  CONTINUE UPGRADE FOR 0.3 MILE TO THE CREST OF THE
 OZ1000'RIDGE, BEAR TO THE RIGHT AWAY FROM THE DRAW AND A CATTLE
 OZ1000'TRAIL FOR 0.25 MILE TO THE CREST OF THE RIDGE.  TURN LEFT
 OZ1000'(NNE) AND GO 0.25 MILE TO A DIM TRACK ROAD.  CROSS OVER THE
 OZ1000'ROAD AND CONTINUE N, FOLLOWING THE MOST GRADUAL SLOPE, FOR
 OZ1000'ABOUT 1.0 MILE TO THE TOP OF THE HILL AND THE STATION.
 OZ1000
 OZ1000                          STATION RECOVERY (1959)
 OZ1000
 OZ1000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1000'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 OZ1000'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 OZ1000'HOWEVER IT IS BELIEVED TO BE STILL IN PLACE.  A SLIGHT DIFFERENCE
 OZ1000'IN DISTANCE IS NOTED BELOW.
 OZ1000'
 OZ1000'A NEW TO REACH DESCRIPTION FOLLOWS.
 OZ1000'
 OZ1000'TO REACH THE STATION FROM THE NORTH SIDE OF THE SCHOOL HOUSE IN
 OZ1000'KING HILL GO NORTHEAST CROSSING OVER A CANAL AND CATTLE GUARD
 OZ1000'THENCE UP A STEEP DUGWAY FOR 1.0 MILE TO A FORKS JUST SOUTH OF
 OZ1000'A RANCH HEADQUARTERS, KEEP THE RIGHT FORK FOR 0.3 MILE TO
 OZ1000'A BOARD GATE JUST AFTER CROSSING A STREAM, CONTINUE THROUGH
 OZ1000'THE GATE FOR 0.3 TO A FORKS AT A FENCE CORNER, KEEP THE
 OZ1000'RIGHT FORK STRAIGHT AHEAD, EAST, FOR 0.4 MILE TO A FORKS,
 OZ1000'KEEP THE RIGHT FORK FOR 0.2 MILE TO A FENCE AND WIRE GATE*,
 OZ1000'CONTINUE STRAIGHT AHEAD THROUGH THE GATE FOR 0.2 MILE TO A
 OZ1000'FORKS, KEEP THE LEFT FORK FOR 0.2 MILE TO A FENCE AND WIRE
 OZ1000'GATE, CONTINUE STRAIGHT AHEAD THROUGH THE GATE FOR 0.9 TO
 OZ1000'THE BOTTOM OF A DRAW AND A T ROAD INTERSECTION, TURN LEFT,
 OZ1000'NORTH, FOLLOWING UP STREAM AND AT 0.3 MILE CROSS THE
 OZ1000'STREAM BED, CONTINUE ON THE TRACK ROAD FOR 0.5 MILE TO A
 OZ1000'LARGE WATERING TANK, CONTINUE THE TRACK ROAD UP HILL TO THE
 OZ1000'SUMMIT THENCE LEFT ALONG THE CREST OF THE RIDGE FOR 0.7
 OZ1000'MILE TO A WIRE FENCE AND GATE, TURN LEFT, NORTH, ALONG
 OZ1000'THE WEST SIDE OF THE FENCE AND FOLLOWING THE FENCE LINE FOR
 OZ1000'0.6 MILE TO THREE WOODEN POSTS AT A SLIGHT ANGLE IN THE FENCE
 OZ1000'LINE, TURN LEFT, NORTHWEST AND PICK THE BEST TRAVEL TO THE
 OZ1000'SUMMIT OF THE HILL AND THE STATION SITE AS DESCRIBED.
 OZ1000'
 OZ1000'*HERE IS STATION IDA 80-90 0.1 NORTH ALONG WEST SIDE OF FENCE
 OZ1000'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0424 ***********************************************************************
 NU0424  DESIGNATION -  HOLBROOK
 NU0424  PID         -  NU0424
 NU0424  STATE/COUNTY-  ID/ONEIDA
 NU0424  USGS QUAD   -  HOLBROOK (1973)
 NU0424
 NU0424                         *CURRENT SURVEY CONTROL
 NU0424  ___________________________________________________________________
 NU0424* NAD 83(1986)-  42 09 43.     (N)    112 39 14.     (W)     SCALED    
 NU0424* NAVD 88     -      1457.786  (meters)    4782.75   (feet)  ADJUSTED  
 NU0424  ___________________________________________________________________
 NU0424  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NU0424  DYNAMIC HT  -        1456.817 (meters)    4779.57  (feet)  COMP
 NU0424  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 NU0424
 NU0424  VERT ORDER  -  SECOND    CLASS 0
 NU0424
 NU0424.The horizontal coordinates were scaled from a topographic map and have
 NU0424.an estimated accuracy of +/- 6 seconds.
 NU0424
 NU0424.The orthometric height was determined by differential leveling
 NU0424.and adjusted by the National Geodetic Survey in June 1991..
 NU0424
 NU0424.The geoid height was determined by GEOID03.
 NU0424
 NU0424.The dynamic height is computed by dividing the NAVD 88
 NU0424.geopotential number by the normal gravity value computed on the
 NU0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0424.degrees latitude (g = 980.6199 gals.).
 NU0424
 NU0424.The modeled gravity was interpolated from observed gravity values.
 NU0424
 NU0424;                    North         East    Units  Estimated Accuracy
 NU0424;SPC ID E     -    55,120.      159,740.      MT  (+/- 180 meters Scaled)
 NU0424
 NU0424                          SUPERSEDED SURVEY CONTROL
 NU0424
 NU0424  NGVD 29 (??/??/92) 1456.725  (m)         4779.27   (f) ADJ UNCH    2 0
 NU0424
 NU0424.Superseded values are not recommended for survey control.
 NU0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0424.See file dsdata.txt to determine how the superseded data were derived.
 NU0424
 NU0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM633690(NAD 83)
 NU0424_MARKER: Q = CHISELED SQUARE
 NU0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0424_SP_SET: STEP
 NU0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0424
 NU0424  HISTORY     - Date     Condition        Report By
 NU0424  HISTORY     - UNK      MONUMENTED       CGS
 NU0424  HISTORY     - 1934     GOOD             NGS
 NU0424
 NU0424                          STATION DESCRIPTION
 NU0424
 NU0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU0424'IN HOLBROOK.
 NU0424'AT HOLBROOK, ONEIDA COUNTY, AT THE SCHOOLHOUSE, AND IN THE NORTHEAST
 NU0424'CORNER OF A CONCRETE STEP.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1603 ***********************************************************************
 NU1603  DESIGNATION -  HOLBROOK
 NU1603  PID         -  NU1603
 NU1603  STATE/COUNTY-  ID/ONEIDA
 NU1603  USGS QUAD   -  HOLBROOK (1973)
 NU1603
 NU1603                         *CURRENT SURVEY CONTROL
 NU1603  ___________________________________________________________________
 NU1603* NAD 83(1994)-  42 10 02.76138(N)    112 37 37.63547(W)     ADJUSTED  
 NU1603* NAVD 88     -      1468.4    (meters)    4818.     (feet)  VERTCON   
 NU1603  ___________________________________________________________________
 NU1603  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 NU1603  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 NU1603
 NU1603  HORZ ORDER  -  SECOND
 NU1603
 NU1603.The horizontal coordinates were established by classical geodetic methods
 NU1603.and adjusted by the National Geodetic Survey in November 1997..
 NU1603
 NU1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1603
 NU1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1603
 NU1603.The geoid height was determined by GEOID03.
 NU1603
 NU1603;                    North         East     Units Scale Factor Converg.
 NU1603;SPC ID E     -    55,720.737   161,953.142   MT  0.99996517   -0 18 32.8
 NU1603;UTM  12      - 4,669,647.773   365,597.726   MT  0.99982227   -1 05 32.8
 NU1603
 NU1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1603!SPC ID E     -   0.99977199  x   0.99996517  =   0.99973717
 NU1603!UTM  12      -   0.99977199  x   0.99982227  =   0.99959430
 NU1603
 NU1603|---------------------------------------------------------------------|
 NU1603| PID    Reference Object                     Distance      Geod. Az  |
 NU1603|                                                           dddmmss.s |
 NU1603| CM4855 HOLBROOK RM 1                        23.738 METERS 00212     |
 NU1603| CM4856 HOLBROOK RM 2                        11.934 METERS 27025     |
 NU1603| NU1602 LOOK                                APPROX. 8.0 KM 2854812.8 |
 NU1603|---------------------------------------------------------------------|
 NU1603
 NU1603                          SUPERSEDED SURVEY CONTROL
 NU1603
 NU1603  NAD 83(1992)-  42 10 02.75866(N)    112 37 37.62547(W) AD(       ) 2
 NU1603  NAD 83(1986)-  42 10 02.75736(N)    112 37 37.62293(W) AD(       ) 2
 NU1603  NAD 27      -  42 10 03.04652(N)    112 37 34.70333(W) AD(       ) 2
 NU1603  NGVD 29 (07/19/86) 1467.3    (m)         4814.     (f) VERT ANG       
 NU1603
 NU1603.Superseded values are not recommended for survey control.
 NU1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1603.See file dsdata.txt to determine how the superseded data were derived.
 NU1603
 NU1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM6559869648(NAD 83)
 NU1603_MARKER: DD = SURVEY DISK
 NU1603_SETTING: 0 = UNSPECIFIED SETTING
 NU1603
 NU1603  HISTORY     - Date     Condition        Report By
 NU1603  HISTORY     - 1968     MONUMENTED       USGS
 NU1603
 NU1603                          STATION DESCRIPTION
 NU1603
 NU1603'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JJW)
 NU1603'LOCATED ABOUT 19.0 MI. (AIRLINE) W. OF MALAD CITY.  ABOUT 12.0
 NU1603'MI. NW. OF RIDGEDALE.  ABOUT 1.0 MI. E. OF HOLBROOK.  32 FT.
 NU1603'S. OF CENTERLINE RD. (HIGHWAY 37)
 NU1603'
 NU1603'TO REACH FROM SCHOOL IN HOLBROOK GO E. ALONG MAIN STREET FOR
 NU1603'0.8 MI. TO Y-RD.  TURN LEFT FOR 0.2 MI. TO Y-RD.  TURN RIGHT
 NU1603'AND CONTINUE FOR 0.8 MI. AND STATION.  STATION IS 32 FT. S. OF
 NU1603'RD. AND ABOUT 200 FT. W. OF FARM HOUSE, AND 4 FT. N. OF FENCE.
 NU1603'
 NU1603'STATION MARK--A STANDARD TABLET STAMPED HOLBROOK 1968 ON A
 NU1603'COPPERWELD ROD DRIVEN TO REFUSAL.
 NU1603'
 NU1603'REFERENCE MARK NO. 1--A STANDARD TABLET STAMPED NO 1 1968
 NU1603'ON A COPPERWELD ROD DRIVEN TO REFUSAL, AND IS 0.8 FT. ABOVE
 NU1603'STATION MARK.
 NU1603'
 NU1603'REFERENCE MARK NO. 2--A STANDARD TABLET STAMPED NO 2 1968 ON
 NU1603'A COPPERWELD ROD DRIVEN TO REFUSAL, AND IS 1.1 FT. BELOW
 NU1603'STATION MARK.
 NU1603'
 NU1603'*AZIMUTH MARK IS THE N. PEAK OF A GRAIN ELEVATOR IN THE TOWN OF
 NU1603'HOLBROOK, ABOUT 1.0 MI. IN DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1030 ***********************************************************************
 NV1030  DESIGNATION -  HOLE
 NV1030  PID         -  NV1030
 NV1030  STATE/COUNTY-  ID/LINCOLN
 NV1030  USGS QUAD   -  DIETRICH (1992)
 NV1030
 NV1030                         *CURRENT SURVEY CONTROL
 NV1030  ___________________________________________________________________
 NV1030* NAD 83(1992)-  42 57 35.71389(N)    114 16 41.96397(W)     ADJUSTED  
 NV1030* NAVD 88     -      1346.0    (meters)    4416.     (feet)  VERTCON   
 NV1030  ___________________________________________________________________
 NV1030  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 NV1030  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NV1030
 NV1030  HORZ ORDER  -  SECOND
 NV1030
 NV1030.The horizontal coordinates were established by classical geodetic methods
 NV1030.and adjusted by the National Geodetic Survey in July 1992..
 NV1030
 NV1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1030
 NV1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1030
 NV1030.The geoid height was determined by GEOID03.
 NV1030
 NV1030;                    North         East     Units Scale Factor Converg.
 NV1030;SPC ID C     -   143,683.858   477,291.690   MT  0.99995371   -0 11 22.8
 NV1030;UTM  11      - 4,759,958.601   721,989.587   MT  1.00020628   +1 51 19.9
 NV1030
 NV1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1030!SPC ID C     -   0.99979119  x   0.99995371  =   0.99974491
 NV1030!UTM  11      -   0.99979119  x   1.00020628  =   0.99999743
 NV1030
 NV1030:                Primary Azimuth Mark                     Grid Az
 NV1030:SPC ID C     -  DIETRICH                                 106 39 04.8
 NV1030:UTM  11      -  DIETRICH                                 104 36 22.1
 NV1030
 NV1030|---------------------------------------------------------------------|
 NV1030| PID    Reference Object                     Distance      Geod. Az  |
 NV1030|                                                           dddmmss.s |
 NV1030| NV0997 DIETRICH                            APPROX. 5.5 KM 1062742.0 |
 NV1030| CD5261 HOLE RM 1                             7.686 METERS 17951     |
 NV1030| CD5262 HOLE RM 2                            13.912 METERS 28126     |
 NV1030|---------------------------------------------------------------------|
 NV1030
 NV1030                          SUPERSEDED SURVEY CONTROL
 NV1030
 NV1030  NAD 83(1986)-  42 57 35.71236(N)    114 16 41.96080(W) AD(       ) 2
 NV1030  NAD 27      -  42 57 36.05075(N)    114 16 38.82225(W) AD(       ) 2
 NV1030  NGVD 29 (07/19/86) 1345.1    (m)         4413.     (f) VERT ANG       
 NV1030
 NV1030.Superseded values are not recommended for survey control.
 NV1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1030.See file dsdata.txt to determine how the superseded data were derived.
 NV1030
 NV1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH2199059959(NAD 83)
 NV1030_MARKER: DD = SURVEY DISK
 NV1030_SETTING: 66 = SET IN ROCK OUTCROP
 NV1030
 NV1030  HISTORY     - Date     Condition        Report By
 NV1030  HISTORY     - 1973     MONUMENTED       USGS
 NV1030
 NV1030                          STATION DESCRIPTION
 NV1030
 NV1030'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NV1030'LOCATED ABOUT 7.2 MI ENE. OF SHOSHONE.  3.6 MI N. OF DIETRICH ON A
 NV1030'LOW TOP ON THE NORTH RIM OF THE DIETRICH CRATER.
 NV1030'
 NV1030'TO REACH FROM DIETRICH DRIVE E. ON IDAHO HIGHWAY 24 FOR 0.5 MI TO
 NV1030'WHERE HWY. TURNS S.  TURN LEFT (N.) ON GRAVEL RD. FOR 3.2 MI.  TURN
 NV1030'LEFT ON TRACK RD. FOR 0.25 MI TO A DIM RD. RIGHT.  TURN RIGHT FOR
 NV1030'0.6 MI TO A GATE.  CONTINUE THROUGH GATE FOR 0.5 MI.  TURN S.
 NV1030'ACROSS COUNTRY FOR 0.1 MI TO RIM OF CRATER AND STATION ON LOW TOP.
 NV1030'
 NV1030'STATION MARK--A STANDARD USGS TABLET STAMPED HOLE 1970 CEMENTED IN
 NV1030'A ROCK OUTCROP.
 NV1030'
 NV1030'REFERENCE MARK NO. 1--A STANDARD RM TABLET STAMPED HOLE NO 1 1970
 NV1030'CEMENTED IN A ROCK OUTCROP, 0.9 FT BELOW STATION MARK.
 NV1030'
 NV1030'REFERENCE MARK NO. 2--A STANDARD RM TABLET STAMPED HOLE NO 2 1970
 NV1030'CEMENTED IN A ROCK OUTCROP, 0.8 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0868 ***********************************************************************
 OZ0868  DESIGNATION -  HOLE
 OZ0868  PID         -  OZ0868
 OZ0868  STATE/COUNTY-  ID/GOODING
 OZ0868  USGS QUAD   -  DAVIS MOUNTAIN (1986)
 OZ0868
 OZ0868                         *CURRENT SURVEY CONTROL
 OZ0868  ___________________________________________________________________
 OZ0868* NAD 83(1992)-  43 07 57.64188(N)    114 53 02.55988(W)     ADJUSTED  
 OZ0868* NAVD 88     -      1507.0    (meters)    4944.     (feet)  VERTCON   
 OZ0868  ___________________________________________________________________
 OZ0868  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 OZ0868  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 OZ0868
 OZ0868  HORZ ORDER  -  THIRD
 OZ0868
 OZ0868.The horizontal coordinates were established by classical geodetic methods
 OZ0868.and adjusted by the National Geodetic Survey in July 1992..
 OZ0868
 OZ0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0868
 OZ0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0868
 OZ0868.The geoid height was determined by GEOID03.
 OZ0868
 OZ0868;                    North         East     Units Scale Factor Converg.
 OZ0868;SPC ID C     -   163,216.944   428,073.055   MT  1.00001099   -0 36 16.0
 OZ0868;UTM  11      - 4,777,721.841   672,099.112   MT  0.99996436   +1 26 49.2
 OZ0868
 OZ0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0868!SPC ID C     -   0.99976605  x   1.00001099  =   0.99977704
 OZ0868!UTM  11      -   0.99976605  x   0.99996436  =   0.99973042
 OZ0868
 OZ0868:                Primary Azimuth Mark                     Grid Az
 OZ0868:SPC ID C     -  GREEN                                    346 14 55.9
 OZ0868:UTM  11      -  GREEN                                    344 11 50.7
 OZ0868
 OZ0868|---------------------------------------------------------------------|
 OZ0868| PID    Reference Object                     Distance      Geod. Az  |
 OZ0868|                                                           dddmmss.s |
 OZ0868| OZ0961 GREEN                               APPROX. 9.3 KM 3453839.9 |
 OZ0868|---------------------------------------------------------------------|
 OZ0868
 OZ0868                          SUPERSEDED SURVEY CONTROL
 OZ0868
 OZ0868  NAD 83(1986)-  43 07 57.63957(N)    114 53 02.55773(W) AD(       ) 3
 OZ0868  NGVD 29 (01/23/89) 1506.0    (m)         4941.     (f) VERT ANG       
 OZ0868
 OZ0868.Superseded values are not recommended for survey control.
 OZ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0868.See file dsdata.txt to determine how the superseded data were derived.
 OZ0868
 OZ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH7209977722(NAD 83)
 OZ0868_MARKER: DD = SURVEY DISK
 OZ0868_SETTING: 80 = SET IN A BOULDER
 OZ0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0868+STABILITY: SURFACE MOTION
 OZ0868
 OZ0868  HISTORY     - Date     Condition        Report By
 OZ0868  HISTORY     - 1956     MONUMENTED       USGS
 OZ0868
 OZ0868                          STATION DESCRIPTION
 OZ0868
 OZ0868'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ0868'LOCATED ABOUT 5 MI. NW. OF GOODING, ON THE NE. CORNER OF A LARGE MESA.
 OZ0868'
 OZ0868'TO REACH FROM GOODING POST OFFICE, DRIVE N. ON STATE HIGHWAY 46 FOR
 OZ0868'4.7 MI. TO RIGHT ANGLE BEND, TAKE LEFT FORK 3.5 MI. TO CROSSROADS,
 OZ0868'TAKE LEFT FORK 0.5 MI., TAKE RIGHT FORK AND CROSS CATTLEGUARD AND
 OZ0868'CONTINUE 4 MI. TO RD. FORKS, TAKE RIGHT FORK 1 MI. TO RD. FORKS, TAKE
 OZ0868'RIGHT FORK 1.5 MI. TO S. END OF BRAY RESERVOIR, CONTINUE ANOTHER 0.4
 OZ0868'MI. TO RD. FORKS, TURN RIGHT 0.8 MI. TO RD. FORKS, TAKE LEFT FORK 3.4
 OZ0868'MI. TO RD. FORKS, TAKE LEFT FORK 1.5 MI. TO RD. FORKS, TAKE LEFT FORK
 OZ0868'0.6 MI. TO SADDLE.  LEAVE TRUCK AND WALK NW. TO TOP OF SMALL MESA,
 OZ0868'CONTINUE IN SAME DIRECTION TO EDGE, THEN CROSS OVER (W.) TO TOP OF
 OZ0868'BIG MESA AND WALK N. TO END AND HIGHEST POINT AND STATION.  A 1-HOUR
 OZ0868'PACK.
 OZ0868'
 OZ0868'STATION MARK--STANDARD TABLET STAMPED---HOLE 1956---, CEMENTED IN
 OZ0868'TOP OF BOULDER.
 OZ0868'
 OZ0868'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---1
 OZ0868'HOLE 1956---, CEMENTED IN TOP OF ROCK, 46.35 FT. FROM STATION MARK,
 OZ0868'S 81 DEG 48 MIN W.
 OZ0868'
 OZ0868'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---2
 OZ0868'HOLE 1956---, CEMENTED IN TOP OF ROCK, 51.05 FT. FROM STATION MARK,
 OZ0868'N 19 DEG 31 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1061 ***********************************************************************
 NV1061  DESIGNATION -  HOLLISTER GRAIN ELEVATOR
 NV1061  PID         -  NV1061
 NV1061  STATE/COUNTY-  ID/TWIN FALLS
 NV1061  USGS QUAD   -  HOLLISTER (1979)
 NV1061
 NV1061                         *CURRENT SURVEY CONTROL
 NV1061  ___________________________________________________________________
 NV1061* NAD 83(1992)-  42 21 05.60965(N)    114 34 53.87121(W)     ADJUSTED  
 NV1061* NAVD 88     -                                                        
 NV1061  ___________________________________________________________________
 NV1061  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 NV1061  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV1061
 NV1061  HORZ ORDER  -  THIRD
 NV1061
 NV1061.The horizontal coordinates were established by classical geodetic methods
 NV1061.and adjusted by the National Geodetic Survey in July 1992..
 NV1061
 NV1061
 NV1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1061
 NV1061.The geoid height was determined by GEOID03.
 NV1061
 NV1061;                    North         East     Units Scale Factor Converg.
 NV1061;SPC ID C     -    76,233.133   452,080.035   MT  0.99997561   -0 23 30.6
 NV1061;UTM  11      - 4,691,643.296   699,182.945   MT  1.00008817   +1 37 47.0
 NV1061
 NV1061                          SUPERSEDED SURVEY CONTROL
 NV1061
 NV1061  NAD 83(1986)-  42 21 05.60898(N)    114 34 53.87114(W) AD(       ) 4
 NV1061  NAD 27      -  42 21 05.92400(N)    114 34 50.72400(W) AD(       ) 3
 NV1061
 NV1061.Superseded values are not recommended for survey control.
 NV1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1061.See file dsdata.txt to determine how the superseded data were derived.
 NV1061
 NV1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG9918391643(NAD 83)
 NV1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1061+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005
 NV1061
 NV1061  HISTORY     - Date     Condition        Report By
 NV1061  HISTORY     - 1947     MONUMENTED       CGS
 NV1061  HISTORY     - 20050528 GOOD             GEOCAC
 NV1061
 NV1061                          STATION DESCRIPTION
 NV1061
 NV1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1061'THE STATION IS ON THE ONLY GRAIN ELEVATOR IN THE SMALL SETTLEMENT
 NV1061'OF HOLLISTER WHICH IS ABOUT 15 MILES SOUTH OF THE CITY OF
 NV1061'TWIN FALLS AND ALONG U.S. HIGHWAY 93.
 NV1061'
 NV1061'STATION IS A VERTICAL AXIS OF THE CONCRETE GRAIN BINS AND
 NV1061'IT WAS USED AS THE POINT OF OBSERVATIONS FROM ALL ANGLES.
 NV1061
 NV1061                          STATION RECOVERY (2005)
 NV1061
 NV1061'RECOVERY NOTE BY GEOCACHING 2005 (MAC)
 NV1061'LOOKS UNUSED/ABANDONED BUT THE GRAIN SILO IS STILL IS THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1303 ***********************************************************************
 QB1303  DESIGNATION -  HOLLOW
 QB1303  PID         -  QB1303
 QB1303  STATE/COUNTY-  ID/PAYETTE
 QB1303  USGS QUAD   -  BIRDING ISLAND (1952)
 QB1303
 QB1303                         *CURRENT SURVEY CONTROL
 QB1303  ___________________________________________________________________
 QB1303* NAD 83(1992)-  44 06 38.54155(N)    116 45 50.65694(W)     ADJUSTED  
 QB1303* NAVD 88     -       962.8    (meters)    3159.     (feet)  VERTCON   
 QB1303  ___________________________________________________________________
 QB1303  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 QB1303  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 QB1303
 QB1303  HORZ ORDER  -  SECOND
 QB1303
 QB1303.The horizontal coordinates were established by classical geodetic methods
 QB1303.and adjusted by the National Geodetic Survey in July 1992..
 QB1303
 QB1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1303
 QB1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1303
 QB1303.The geoid height was determined by GEOID03.
 QB1303
 QB1303;                    North         East     Units Scale Factor Converg.
 QB1303;SPC ID W     -   271,991.703   718,821.856   MT  1.00001435   -0 42 21.2
 QB1303;UTM  11      - 4,884,195.887   518,880.163   MT  0.99960438   +0 09 51.2
 QB1303
 QB1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1303!SPC ID W     -   0.99985176  x   1.00001435  =   0.99986611
 QB1303!UTM  11      -   0.99985176  x   0.99960438  =   0.99945620
 QB1303
 QB1303|---------------------------------------------------------------------|
 QB1303| PID    Reference Object                     Distance      Geod. Az  |
 QB1303|                                                           dddmmss.s |
 QB1303| CD5265 HOLLOW RM 2                           6.852 METERS 01222     |
 QB1303| QB1290 SQUAW BUTTE LOOKOUT HOUSE           APPROX.30.7 KM 1124616.9 |
 QB1303| QB1302 AIRWAY BCN 33 NE NEW PLYMOUTH       APPROX.10.1 KM 1790812.0 |
 QB1303| CD5264 HOLLOW RM 1                          11.170 METERS 28126     |
 QB1303| CD5263 HOLLOW AZ MK                                       3240847.0 |
 QB1303|---------------------------------------------------------------------|
 QB1303
 QB1303                          SUPERSEDED SURVEY CONTROL
 QB1303
 QB1303  NAD 83(1991)-  44 06 38.54146(N)    116 45 50.65578(W) AD(       ) 2
 QB1303  NAD 83(1986)-  44 06 38.54125(N)    116 45 50.65467(W) AD(       ) 2
 QB1303  NAD 27      -  44 06 38.94960(N)    116 45 47.10790(W) AD(       ) 2
 QB1303  NGVD 29 (07/19/86)  961.8    (m)         3156.     (f) VERT ANG       
 QB1303
 QB1303.Superseded values are not recommended for survey control.
 QB1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1303.See file dsdata.txt to determine how the superseded data were derived.
 QB1303
 QB1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1888084196(NAD 83)
 QB1303_MARKER: DB = BENCH MARK DISK
 QB1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1303_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QB1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1303+STABILITY: SURFACE MOTION
 QB1303
 QB1303  HISTORY     - Date     Condition        Report By
 QB1303  HISTORY     - 1950     MONUMENTED       USGS
 QB1303  HISTORY     - 1959     GOOD             CGS
 QB1303  HISTORY     - 1970     GOOD             USGS
 QB1303  HISTORY     - 1980     GOOD             NGS
 QB1303
 QB1303                          STATION DESCRIPTION
 QB1303
 QB1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QB1303'THE STATION IS LOCATED, AIRLINE, ABOUT 15 MILES NORTH-NORTHEAST
 QB1303'OF NEW PLYMOUTH, 13 MILES SOUTHEAST OF WEISER, AND 8 MILES
 QB1303'EAST-NORTHEAST OF PAYETTE ON THE HIGHEST OF SEVERAL ROUNDED
 QB1303'GRASSY HILLS IN PASTURE LAND.
 QB1303'
 QB1303'TO REACH THE STATION FROM THE PAYETTE CITY HALL GO SOUTH 0.4
 QB1303'MILE TO THE JUNCTION OF U.S. HIGHWAYS 30, 95, AND IDAHO STATE
 QB1303'HIGHWAY 52.  CONTINUE SOUTHEAST ON STATE HIGHWAY 52 FOR 5.0
 QB1303'MILES TO A FORK.  TAKE THE LEFT FORK AND PROCEED EASTERLY ALONG
 QB1303'THE BASE OF THE BLUFF AND UP THE VALLEY 7.9 MILES TO A WIRE
 QB1303'GATE ON THE LEFT AT A FENCE CORNER.  TURN LEFT AND GO NORTH
 QB1303'ON A TRACK ROAD 1.3 MILES TO A GATE.  CONTINUE THROUGH THE
 QB1303'GATE NORTHERLY 0.5 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 QB1303'0.5 MILE TO TWO WATER TROUGHS ON THE LEFT.  DRIVE NORTHWEST
 QB1303'AND WEST 1.3 MILES TO THE TOP OF THE RIDGE AND THE AZIMUTH
 QB1303'MARK IN THE FENCE ON THE RIGHT.  CONTINUE 0.3 MILE TO THE
 QB1303'SUMMIT AND THE STATION ON THE LEFT.
 QB1303'
 QB1303'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 QB1303'STAMPED HOLLOW 1950 SET IN AN 8-INCH SQUARE PRECAST CONCRETE
 QB1303'POST PROJECTING 5 INCHES ABOVE THE GROUND.  IT IS 46.9 FEET
 QB1303'EAST OF THE CENTER OF THE BLADED ROAD.
 QB1303'
 QB1303'REFERENCE MARK NUMBER ONE IS A U.S. GEOLOGICAL SURVEY REFERENCE
 QB1303'MARK DISK STAMPED HOLLOW 1950 BRAZED TO THE TOP OF A STEEL
 QB1303'PIPE PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS ABOUT 15
 QB1303'INCHES LOWER THAN THE STATION MARK.
 QB1303'
 QB1303'REFERENCE MARK NUMBER TWO IS A U.S. GEOLOGICAL SURVEY REFERENCE
 QB1303'MARK DISK STAMPED HOLLOW 1950 BRAZED TO THE TOP OF A STEEL
 QB1303'PIPE PROJECTING 8 INCHES ABOVE THE GROUND.  IT IS AT THE SAME
 QB1303'ELEVATION AS THE STATION MARK.
 QB1303'
 QB1303'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOLLOW USGS 1959
 QB1303'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 QB1303'4 INCHES ABOVE THE GROUND.  IT IS 24.1 FEET WEST OF THE CENTER
 QB1303'OF A BLADED ROAD AND 1.7 FEET EAST OF A WIRE FENCE.
 QB1303
 QB1303                          STATION RECOVERY (1970)
 QB1303
 QB1303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 QB1303'NOTE BY USGS, 1970--LOCATED ABOUT 9.0 MI. ENE. OF PAYETTE, ON A HIGH
 QB1303'TOP BETWEEN SAND HOLLOW AND LITTLE WILLOW CREEK.
 QB1303'
 QB1303'TO REACH FROM JUNCTION OF HIGHWAYS 30, 95 AND 52 IN PAYETTE, GO SE.
 QB1303'ON STATE HIGHWAY 52 FOR 4.8 MI. TO A PAVED RD. LEFT, TURN LEFT AND GO
 QB1303'5.4 MI. TO A TRACK RD. AT WIRE GATE ON LEFT, TURN LEFT FOR 0.1 MI. TO
 QB1303'WIRE GATE, PASS THRU GATE AND GO 0.4 MI. TO Y-RD., TAKE RIGHT FORK FOR
 QB1303'2.3 MI. TO A WIRE GATE AND T-RD. ON TOP OF RIDGE, TURN RIGHT AND GO
 QB1303'0.1 MI. TO T-RD., TURN RIGHT AND GO 0.25 MI. S. ALONG TOP OF RIDGE TO
 QB1303'STATION ON LEFT.
 QB1303'
 QB1303'STATION MARK--STANDARD TABLET STAMPED---HOLLOW 1950---, CEMENTED ON
 QB1303'TOP OF CONCRETE POST.
 QB1303'
 QB1303'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---HOLLOW
 QB1303'NO 1 1950---, BRAZED ON TOP OF 3 IN. PIPE, 36.65 FT. FROM STATION MARK
 QB1303'N 78 DEG 41 MIN W.
 QB1303'
 QB1303'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---HOLLOW
 QB1303'NO 2 1950---, BRAZED ON TOP OF 3 IN. PIPE, 22.49 FT. FROM STATION MARK
 QB1303'N 12 DEG 21 MIN E.
 QB1303
 QB1303                          STATION RECOVERY (1980)
 QB1303
 QB1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QB1303'THE STATION, AZIMUTH MARK AND RM 2 WERE RECOVERED IN GOOD
 QB1303'CONDITION.  REFERENCE MARK 1 WAS FOUND AT A 45 DEGREE ANGLE.  IT
 QB1303'WAS STRAIGHTENED AND RESTAMPED AT THIS TIME.
 QB1303'
 QB1303'THE STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHEAST OF NEW
 QB1303'PLYMOUTH, 13 MILES SOUTHEAST OF WEIZER AND ABOUT 8 MILES
 QB1303'EAST-NORTHEAST PAYETTE ON THE HIGHEST OF SEVERAL ROUNDED GRASSEY
 QB1303'HILLS IN PASTURELAND.  THE PROPERTY IS OWNED BY MR HASHAGEN.
 QB1303'
 QB1303'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 95 AND HIGHWAY 52
 QB1303'IN PAYETTE, GO EAST AND SOUTH ON HIGHWAY 52 FOR 4.75 MILE TO A FORK,
 QB1303'TAKE LEFT FORK AND GO 8.1 MILE TO HASHAGEN RESIDENCE ON THE RIGHT,
 QB1303'PERMISSION TO TRESPASS SHOULD BE OBTAINED HERE THRU GATE CONTINUE ON
 QB1303'PAVED ROAD 0.15 MILE TO GATE ON LEFT, TURN LEFT AND GO 1.4 MILES TO A
 QB1303'GATE, PASS THROUGH GATE AND GO 0.05 MILE TO A FORK, TAKE RIGHT FORK
 QB1303'AND GO 0.45 MILE TO A ROAD FORK, TURN LEFT 0.2 MILE TO A FORK, TURN
 QB1303'LEFT AND GO 0.7 MILE TO A FORK, TURN LEFT AND GO 0.4 MILE TO A FORK,
 QB1303'TURN RIGHT AND GO 0.6 MILE TO A ROAD FORK, TURN LEFT AND GO 0.3 MILE
 QB1303'TO TOP OF HILL AND THE STATION ON THE LEFT.
 QB1303'
 QB1303'THE STATION IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED---HOLLOW
 QB1303'1950---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20 CM (8
 QB1303'INCHES) ON SIDE PROJECTING 18 CM (7 INCHES) ABOVE THE GROUND LOCATED
 QB1303'13.4 METERS (44 FEET) SE FROM THE CENTER-LINE OF A TRACK ROAD AND
 QB1303'0.61 METER (2.0 FEET) NW FROM A METAL WITNESS POST.
 QB1303'
 QB1303'REFERENCE MARK NO. 2 IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 QB1303'---HOLLOW 1950 NO 2---SET INTO THE TOP OF A METAL PIPE 10 CM (4
 QB1303'INCHES) IN DIAMETER PROJECTING 30 CM (12 INCHES) ABOVE THE GROUND
 QB1303'LOCATED 7.0 METERS (23 FEET) NE FROM A METAL WITNESS, 12.19 METERS
 QB1303'(40.0 FEET) SE FROM THE CENTERLINE OF A TRACK ROAD, AND 0.03 METER
 QB1303'(0.1 FOOT) HIGHER THAN THE STATION.
 QB1303'
 QB1303'REFERENCE MARK NO. 3 IS A STANDARD US GEOLOGICAL SURVEY DISK STAMPED
 QB1303'---HOLLOW 1950 NO 3 1980---SET INTO THE TOP OF A METAL PIPE 10 CM (4
 QB1303'INCHES) IN DIAMETER PROJECTING 20 CM (8 INCHES) ABOVE THE GROUND
 QB1303'LOCATED 11.89 METERS (39.0 FEET) W FROM A METAL WITNESS POST, 6.1
 QB1303'METERS (20 FEET) E FROM THE CENTERLINE OF A DIRT ROAD, AND 0.6 METER
 QB1303'(2 FEET) LOWER THAN THE STATION.
 QB1303'
 QB1303'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QB1303'NOS) DISK STAMPED---HOLLOW USGS 1959---SET INTO THE TOP OF A SQUARE
 QB1303'CONCRETE MONUMENT 20 CM (8 INCHES) ON SIDE PROJECTING 8 CM (3 INCHES)
 QB1303'ABOVE THE GROUND LOCATED 45.7 METERS (150 FEET) SSW FROM A ROAD FORK,
 QB1303'0.55 METER (1.8 FEET) E FROM A FENCE LINE, 0.55 METER (1.8 FEET) E
 QB1303'FROM A METAL WITNESS POST, AND 6.1 METERS (20 FEET) W FROM THE
 QB1303'CENTERLINE OF A BEND IN A TRACK ROAD.
 QB1303'
 QB1303'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH WEST DOWN HILL ON
 QB1303'TRACK ROAD 0.25 MILE TO WHERE ROAD TURNS SHARPLY NORTH AT A FENCE,
 QB1303'AND AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0962 ***********************************************************************
 OY0962  DESIGNATION -  HOLLOW
 OY0962  PID         -  OY0962
 OY0962  STATE/COUNTY-  ID/BLAINE
 OY0962  USGS QUAD   -  NORTH LAIDLAW BUTTE (1972)
 OY0962
 OY0962                         *CURRENT SURVEY CONTROL
 OY0962  ___________________________________________________________________
 OY0962* NAD 83(1992)-  43 19 24.17213(N)    113 35 23.61707(W)     ADJUSTED  
 OY0962* NAVD 88     -      1635.5    (meters)    5366.     (feet)  VERTCON   
 OY0962  ___________________________________________________________________
 OY0962  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 OY0962  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 OY0962
 OY0962  HORZ ORDER  -  THIRD
 OY0962
 OY0962.The horizontal coordinates were established by classical geodetic methods
 OY0962.and adjusted by the National Geodetic Survey in July 1992..
 OY0962
 OY0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0962
 OY0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0962
 OY0962.The geoid height was determined by GEOID03.
 OY0962
 OY0962;                    North         East     Units Scale Factor Converg.
 OY0962;SPC ID C     -   184,104.661   533,262.831   MT  0.99996097   +0 16 53.0
 OY0962;UTM  12      - 4,799,984.223   290,008.174   MT  1.00014247   -1 46 39.4
 OY0962
 OY0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0962!SPC ID C     -   0.99974560  x   0.99996097  =   0.99970658
 OY0962!UTM  12      -   0.99974560  x   1.00014247  =   0.99988804
 OY0962
 OY0962|---------------------------------------------------------------------|
 OY0962| PID    Reference Object                     Distance      Geod. Az  |
 OY0962|                                                           dddmmss.s |
 OY0962| CN3722 HOLLOW RM 2                           9.893 METERS 17200     |
 OY0962| OY0973 CAREY                               APPROX.32.6 KM 2633528.6 |
 OY0962| CN3721 HOLLOW RM 1                           7.839 METERS 26529     |
 OY0962|---------------------------------------------------------------------|
 OY0962
 OY0962                          SUPERSEDED SURVEY CONTROL
 OY0962
 OY0962  NAD 83(1986)-  43 19 24.16945(N)    113 35 23.60839(W) AD(       ) 3
 OY0962  NAD 27      -  43 19 24.50746(N)    113 35 20.54871(W) AD(       ) 3
 OY0962  NGVD 29 (07/19/86) 1634.4    (m)         5362.     (f) VERT ANG       
 OY0962
 OY0962.Superseded values are not recommended for survey control.
 OY0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0962.See file dsdata.txt to determine how the superseded data were derived.
 OY0962
 OY0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN9000899984(NAD 83)
 OY0962_MARKER: DD = SURVEY DISK
 OY0962_SETTING: 0 = UNSPECIFIED SETTING
 OY0962
 OY0962  HISTORY     - Date     Condition        Report By
 OY0962  HISTORY     - 1970     MONUMENTED       USGS
 OY0962  HISTORY     - 1972     GOOD             USGS
 OY0962
 OY0962                          STATION DESCRIPTION
 OY0962
 OY0962'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OY0962'RM 1 TO RM 2 NOT MEASURED.
 OY0962'
 OY0962'LOCATED ABOUT 26.0 MI (AIRLINE) SSW. OF ARCO, ABOUT 18.0 MI E. OF
 OY0962'CAREY.  AT THE HOLLOW TOP LANDING STRIP, 26 FT E. OF THE WIND SOCK.
 OY0962'
 OY0962'TO REACH FROM THE POST OFFICE IN CAREY GO NORTHEASTERLY ON
 OY0962'U.S. HIGHWAY 20-26 AND 93A TOWARD ARCO FOR 4.8 MI.  TURN RIGHT ON
 OY0962'GRAVEL RD. FOR 1.9 MI TO A Y-JCT. AND SIGN HUFF CREEK CORRALS.
 OY0962'KEEP RIGHT 3.1 MI TO RD. FKS.  TAKE LEFT FORK AND KEEP ON
 OY0962'MAIN-TRAVELED RD. 9.4 MI TO RD. FKS.  TAKE LEFT FORK 0.3 MI TO
 OY0962'RD. FKS.  TAKE LEFT FORK 1.6 MI TO X-RDS.  TURN LEFT 0.1 MI TO
 OY0962'FKS.  TAKE RIGHT FORK 4.8 MI TO EAST END OF AIRSTRIP.  TURN
 OY0962'LEFT 0.3 MI TO WIND SOCK ON SOUTH SIDE OF STRIP AND STATION.
 OY0962'
 OY0962'STATION MARK--STANDARD USGS BRONZE TABLET STAMPED HOLLOW 1970 SET
 OY0962'IN TOP OF CONC. POST PROJECTING 0.2 FT ABOVE SURFACE.  UNDERGROUND
 OY0962'MARK 3.0 FT BELOW SURFACE STAMPED SAME AS SURFACE MARK.
 OY0962'
 OY0962'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 OY0962'HOLLOW NO 1 1970 SET IN TOP OF CONC. BASE FOR WIND SOCK AT SAME
 OY0962'ELEVATION AS STATION MARK.
 OY0962'
 OY0962'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 OY0962'HOLLOW NO 2 1970 SET IN TOP OF CONC. POST AT SAME ELEVATION AS
 OY0962'STATION MARK.
 OY0962
 OY0962                          STATION RECOVERY (1972)
 OY0962
 OY0962'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0962'STATION FOUND AS DESCRIBED BY USGS, 1970.
 OY0962'
 OY0962'ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0992 ***********************************************************************
 NV0992  DESIGNATION -  HOLLY
 NV0992  PID         -  NV0992
 NV0992  STATE/COUNTY-  ID/TWIN FALLS
 NV0992  USGS QUAD   -  HOLLISTER (1979)
 NV0992
 NV0992                         *CURRENT SURVEY CONTROL
 NV0992  ___________________________________________________________________
 NV0992* NAD 83(1992)-  42 22 19.93332(N)    114 36 01.46545(W)     ADJUSTED  
 NV0992* NAVD 88     -      1404.3    (meters)    4607.     (feet)  VERTCON   
 NV0992  ___________________________________________________________________
 NV0992  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 NV0992  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 NV0992
 NV0992  HORZ ORDER  -  THIRD
 NV0992
 NV0992.The horizontal coordinates were established by classical geodetic methods
 NV0992.and adjusted by the National Geodetic Survey in July 1992..
 NV0992
 NV0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0992
 NV0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0992
 NV0992.The geoid height was determined by GEOID03.
 NV0992
 NV0992;                    North         East     Units Scale Factor Converg.
 NV0992;SPC ID C     -    78,537.079   450,549.272   MT  0.99997744   -0 24 16.7
 NV0992;UTM  11      - 4,693,892.040   697,571.673   MT  1.00008030   +1 37 03.8
 NV0992
 NV0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0992!SPC ID C     -   0.99978222  x   0.99997744  =   0.99975966
 NV0992!UTM  11      -   0.99978222  x   1.00008030  =   0.99986250
 NV0992
 NV0992:                Primary Azimuth Mark                     Grid Az
 NV0992:SPC ID C     -  COTTONWOOD                               127 22 46.8
 NV0992:UTM  11      -  COTTONWOOD                               125 21 26.3
 NV0992
 NV0992|---------------------------------------------------------------------|
 NV0992| PID    Reference Object                     Distance      Geod. Az  |
 NV0992|                                                           dddmmss.s |
 NV0992| NV1055 COTTONWOOD                          APPROX.13.9 KM 1265830.1 |
 NV0992| CR8026 HOLLY RM 1                           10.610 METERS 20322     |
 NV0992| CR8027 HOLLY RM 2                           10.939 METERS 28529     |
 NV0992|---------------------------------------------------------------------|
 NV0992
 NV0992                          SUPERSEDED SURVEY CONTROL
 NV0992
 NV0992  NAD 83(1986)-  42 22 19.93315(N)    114 36 01.46753(W) AD(       ) 3
 NV0992  NGVD 29 (02/23/89) 1403.3    (m)         4604.     (f) VERT ANG       
 NV0992
 NV0992.Superseded values are not recommended for survey control.
 NV0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0992.See file dsdata.txt to determine how the superseded data were derived.
 NV0992
 NV0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG9757293892(NAD 83)
 NV0992_MARKER: DS = TRIANGULATION STATION DISK
 NV0992_SETTING: 80 = SET IN A BOULDER
 NV0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0992+STABILITY: SURFACE MOTION
 NV0992
 NV0992  HISTORY     - Date     Condition        Report By
 NV0992  HISTORY     - 1964     MONUMENTED       USGS
 NV0992
 NV0992                          STATION DESCRIPTION
 NV0992
 NV0992'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NV0992'LOCATED 1.5 MI W. OF U.S. HWY. 93, ABOUT 1.4 MI N. OF HOLLISTER,
 NV0992'ON TOP OF SMALL HILL.
 NV0992'
 NV0992'TO REACH FROM HOLLISTER POST OFFICE, DRIVE 0.5 MI N. ON U.S. HWY.
 NV0992'93.  TURN LEFT AT T-RD. 1.1 MI TO INTERSECTION, TURN RIGHT
 NV0992'PROCEEDING 0.8 MI TO TOP OF SMALL RIDGE.  TURN LEFT CROSS-COUNTRY
 NV0992'0.4 MI TO TOP OF SMALL HILL AND STATION.
 NV0992'
 NV0992'STATION MARK--STANDARD TABLET STAMPED---HOLLY 1963---, CEMENTED IN
 NV0992'ROCK IN PLACE.
 NV0992'
 NV0992'RM 1--STANDARD RM TABLET STAMPED---NO 1 1963---, CEMENTED IN ROCK
 NV0992'IN PLACE.
 NV0992'
 NV0992'RM 2--STANDARD RM TABLET STAMPED---NO 2 1963---, CEMENTED IN ROCK
 NV0992'IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0840 ***********************************************************************
 OZ0840  DESIGNATION -  HOME
 OZ0840  PID         -  OZ0840
 OZ0840  STATE/COUNTY-  ID/ELMORE
 OZ0840  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ0840
 OZ0840                         *CURRENT SURVEY CONTROL
 OZ0840  ___________________________________________________________________
 OZ0840* NAD 83(1992)-  43 05 27.89398(N)    115 43 53.28498(W)     ADJUSTED  
 OZ0840* NAVD 88     -       959.178  (meters)    3146.90   (feet)  ADJUSTED  
 OZ0840  ___________________________________________________________________
 OZ0840  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 OZ0840  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 OZ0840  DYNAMIC HT  -         958.784 (meters)    3145.61  (feet)  COMP
 OZ0840  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 OZ0840
 OZ0840  HORZ ORDER  -  SECOND
 OZ0840  VERT ORDER  -  FIRST     CLASS II
 OZ0840
 OZ0840.The horizontal coordinates were established by classical geodetic methods
 OZ0840.and adjusted by the National Geodetic Survey in July 1992..
 OZ0840
 OZ0840.The orthometric height was determined by differential leveling
 OZ0840.and adjusted by the National Geodetic Survey in June 1991..
 OZ0840
 OZ0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0840
 OZ0840.The geoid height was determined by GEOID03.
 OZ0840
 OZ0840.The dynamic height is computed by dividing the NAVD 88
 OZ0840.geopotential number by the normal gravity value computed on the
 OZ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0840.degrees latitude (g = 980.6199 gals.).
 OZ0840
 OZ0840.The modeled gravity was interpolated from observed gravity values.
 OZ0840
 OZ0840;                    North         East     Units Scale Factor Converg.
 OZ0840;SPC ID W     -   158,214.564   801,508.779   MT  0.99993336   +0 00 45.6
 OZ0840;UTM  11      - 4,771,710.198   603,243.671   MT  0.99973113   +0 52 00.1
 OZ0840
 OZ0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0840!SPC ID W     -   0.99985211  x   0.99993336  =   0.99978548
 OZ0840!UTM  11      -   0.99985211  x   0.99973113  =   0.99958328
 OZ0840
 OZ0840:                Primary Azimuth Mark                     Grid Az
 OZ0840:SPC ID W     -  MOUNTAIN HOME MUNICIPAL TANK             027 49 46.1
 OZ0840:UTM  11      -  MOUNTAIN HOME MUNICIPAL TANK             026 58 31.6
 OZ0840
 OZ0840|---------------------------------------------------------------------|
 OZ0840| PID    Reference Object                     Distance      Geod. Az  |
 OZ0840|                                                           dddmmss.s |
 OZ0840| OZ1040 MOUNTAIN HOME MUNICIPAL TANK        APPROX. 5.7 KM 0275031.7 |
 OZ0840| CD5266 HOME RM 1                            10.271 METERS 09156     |
 OZ0840| CD5267 HOME RM 2                            12.094 METERS 12056     |
 OZ0840| OZ0839 CISTERN                               7.839 METERS 16110     |
 OZ0840| OZ1054 MOUNTAIN HOME AFB TANK AND BCN      APPROX.11.8 KM 2490610.5 |
 OZ0840|---------------------------------------------------------------------|
 OZ0840
 OZ0840                          SUPERSEDED SURVEY CONTROL
 OZ0840
 OZ0840  NAD 83(1986)-  43 05 27.89499(N)    115 43 53.28029(W) AD(       ) 2
 OZ0840  NAD 27      -  43 05 28.27330(N)    115 43 49.97180(W) AD(       ) 2
 OZ0840  NGVD 29 (07/19/86)  958.3    (m)         3144.     (f) VERT ANG       
 OZ0840
 OZ0840.Superseded values are not recommended for survey control.
 OZ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0840.See file dsdata.txt to determine how the superseded data were derived.
 OZ0840
 OZ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0324471710(NAD 83)
 OZ0840_MARKER: DS = TRIANGULATION STATION DISK
 OZ0840_SETTING: 80 = SET IN A BOULDER
 OZ0840_SP_SET: BOULDER
 OZ0840_STAMPING: HOME 1958
 OZ0840_MARK LOGO: CGS   
 OZ0840_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0840+STABILITY: SURFACE MOTION
 OZ0840
 OZ0840  HISTORY     - Date     Condition        Report By
 OZ0840  HISTORY     - 1958     MONUMENTED       CGS
 OZ0840  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OZ0840  HISTORY     - 1982     GOOD             LOCENG
 OZ0840  HISTORY     - 19840601 GOOD             NGS
 OZ0840  HISTORY     - 19840615 SEE DESCRIPTION  NGS
 OZ0840
 OZ0840                          STATION DESCRIPTION
 OZ0840
 OZ0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WH)
 OZ0840'THE STATION IS 3-1/2 MILES SOUTHWEST OF MOUNTAIN HOME ON THE
 OZ0840'ROLLING BENCH LAND, 0.7 MILE WEST OF STATE HIGHWAY 51, 154 FEET
 OZ0840'NORTHWEST FROM THE CENTER LINE OF A GRAVEL ROAD AND 24 FEET
 OZ0840'NORTHWEST FROM THE CENTER OF A CONCRETE TOP TO AN OLD CISTERN.
 OZ0840'THE STATION IS A STANDARD TRIANGULATION DISK CEMENTED IN A
 OZ0840'DRILL HOLE IN A BOULDER PROJECTING 4 INCHES, STAMPED HOME 1958.
 OZ0840'
 OZ0840'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 67, 1.1
 OZ0840'MILES WEST OF MOUNTAIN HOME, GO SOUTH ON HIGHWAY 51 FOR 2.45
 OZ0840'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE GRAVELED
 OZ0840'ROAD FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 OZ0840'
 OZ0840'REFERENCE MARK NO. 1 IS 150 FEET NORTHWEST FROM THE CENTER
 OZ0840'LINE OF THE GRAVELED ROAD.
 OZ0840'
 OZ0840'REFERENCE MARK NO. 2 IS 131 FEET NORTHWEST FROM THE CENTER LINE
 OZ0840'OF THE GRAVELED ROAD, THE MARKS ARE CEMENTED IN DRILL HOLES
 OZ0840'IN OLD CONCRETE PILLARS PROJECTING 8 INCHES AND 1 FOOT, AND
 OZ0840'STAMPED HOME 1958, AND NO 1 AND NO 2 RESPECTIVELY.
 OZ0840'
 OZ0840'CISTERN (USGS) IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST SIDE
 OZ0840'OF THE CONCRETE TOP TO THE OLD CISTERN, 129 FEET NORTHWEST
 OZ0840'FROM THE CENTER LINE OF THE GRAVELED ROAD.  THE MARK IS A STANDARD
 OZ0840'U.S. GEOLOGICAL SURVEY DISK, STAMPED CISTERN 1955.  NOTE.  THE
 OZ0840'CISTERN HAS AN OPENING ABOUT 24 INCHES IN THE TOP AND IF STATION
 OZ0840'IS OCCUPIED AT NIGHT EXTREME CARE SHOULD BE OBSERVED.
 OZ0840
 OZ0840                          STATION RECOVERY (1967)
 OZ0840
 OZ0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HJS)
 OZ0840'THE STATION MARK, STAMPED HOME 1958, REFERENCE MARK NO. 1,
 OZ0840'STAMPED HOME NO 1 1958, REFERENCE MARK NO. 2, STAMPED HOME NO
 OZ0840'2 1958 AND THE U.S.G.S. DISK, STAMPED CISTERN 1955 WERE
 OZ0840'RECOVERED AS DESCRIBED.
 OZ0840
 OZ0840                          STATION RECOVERY (1982)
 OZ0840
 OZ0840'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 OZ0840'HOME 1958 RECOVERED GOOD.
 OZ0840'
 OZ0840'R.M. 1 (STAMPED HOME NO 1 1958) IS IN GOOD CONDITION.  ALL OF THE
 OZ0840'SURFACE MORTAR IS GONE, BUT THE DISK IS FIRM.  THE DISK FOR R.M. 2
 OZ0840'HAS BEEN BROKEN OFF AND REMOVED FROM THE SITE.  THE STEM REMAINS IN
 OZ0840'THE OLD CONCRETE FOUNDATION BLOCK.  CISTERN USGS (STAMPED CISTERN
 OZ0840'1955) IS IN GOOD CONDITION.  THE ENTRANCE TO THE OLD CISTERN HAS
 OZ0840'BEEN LARGELY FILLED IN AND NO LONGER POSES A DANGER.  THE
 OZ0840'MOUNTAIN HOME WATER TANK NO LONGER EXISTS.  AN ORANGE SIGN POST
 OZ0840'WAS PLACED 6.0 FEET SOUTH OF THE STATION MARK.  THE TO REACH
 OZ0840'INSTRUCTIONS ARE ADEQUATE.
 OZ0840
 OZ0840                          STATION RECOVERY (1984)
 OZ0840
 OZ0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 OZ0840'LOCATION--7.6 KM (4.7 MI) SOUTH OF MOUNTAIN HOME. 6.4 KM (4.0 MT)
 OZ0840'SOUTH ALONG STATE HIGHWAY 51 FROM THE RAILROAD UNDERPASS AT MOUNTAIN
 OZ0840'HOME, THENCE 1.1 KM (0.7 MT) WEST ALONG WEST 36 STREET, NORTH ACROSS
 OZ0840'THE STREET FROM A BRICK HOME, 46.9 M (154 FT) NORTH OF THE CENTER OF
 OZ0840'THE STREET, 7.8 M (25.7 FT) NORTHWEST OF CISTERN 1955, 10.2 M (33.7
 OZ0840'FT) WEST OF RM 1.  2.0 M ABOVE THE STREET.
 OZ0840
 OZ0840                          STATION RECOVERY (1984)
 OZ0840
 OZ0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OZ0840'THE STATION.  RM 1 AND TRI STATION CISTERN USGS WERE RECOVERED,
 OZ0840'HOWEVER MEASUREMENTS AND ANGLES TO RM 1 AND THE STATION CISTERN
 OZ0840'INDICATE THE CENTER MARK HAS BEEN MOVED ABOUT 0.375 METERS (1.230 FT)
 OZ0840'RM 2 HAD BEEN PRYED OUT AND ONLY THE SHANK REMAINS.  SEE DESCRIPTION
 OZ0840'OF HOME 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1494 ***********************************************************************
 SV1494  DESIGNATION -  HOME
 SV1494  PID         -  SV1494
 SV1494  STATE/COUNTY-  ID/SHOSHONE
 SV1494  USGS QUAD   -  GRANDMOTHER MTN (1995)
 SV1494
 SV1494                         *CURRENT SURVEY CONTROL
 SV1494  ___________________________________________________________________
 SV1494* NAD 83(1992)-  47 06 09.32519(N)    116 05 06.25616(W)     ADJUSTED  
 SV1494* NAVD 88     -      1298.8    (meters)    4261.     (feet)  VERTCON   
 SV1494  ___________________________________________________________________
 SV1494  LAPLACE CORR-           8.10  (seconds)                    DEFLEC99
 SV1494  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 SV1494
 SV1494  HORZ ORDER  -  SECOND
 SV1494
 SV1494.The horizontal coordinates were established by classical geodetic methods
 SV1494.and adjusted by the National Geodetic Survey in July 1992..
 SV1494
 SV1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1494
 SV1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1494
 SV1494.The geoid height was determined by GEOID03.
 SV1494
 SV1494;                    North         East     Units Scale Factor Converg.
 SV1494;SPC ID W     -   604,052.847   774,566.356   MT  0.99994128   -0 14 43.7
 SV1494;UTM  11      - 5,216,970.789   569,424.526   MT  0.99965923   +0 40 13.0
 SV1494
 SV1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1494!SPC ID W     -   0.99979903  x   0.99994128  =   0.99974032
 SV1494!UTM  11      -   0.99979903  x   0.99965923  =   0.99945833
 SV1494
 SV1494:                Primary Azimuth Mark                     Grid Az
 SV1494:SPC ID W     -  ONCE                                     235 59 04.0
 SV1494:UTM  11      -  ONCE                                     235 04 07.3
 SV1494
 SV1494|---------------------------------------------------------------------|
 SV1494| PID    Reference Object                     Distance      Geod. Az  |
 SV1494|                                                           dddmmss.s |
 SV1494| SV1501 ONCE                                APPROX. 3.8 KM 2354420.3 |
 SV1494|---------------------------------------------------------------------|
 SV1494
 SV1494                          SUPERSEDED SURVEY CONTROL
 SV1494
 SV1494  NAD 83(1986)-  47 06 09.32877(N)    116 05 06.24856(W) AD(       ) 2
 SV1494  NAD 27      -  47 06 09.63177(N)    116 05 02.69674(W) AD(       ) 2
 SV1494  NGVD 29 (07/19/86) 1297.6    (m)         4257.     (f) VERT ANG       
 SV1494
 SV1494.Superseded values are not recommended for survey control.
 SV1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1494.See file dsdata.txt to determine how the superseded data were derived.
 SV1494
 SV1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6942516971(NAD 83)
 SV1494_MARKER: Z = SEE DESCRIPTION
 SV1494_SETTING: 0 = UNSPECIFIED SETTING
 SV1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1494
 SV1494  HISTORY     - Date     Condition        Report By
 SV1494  HISTORY     - 1967     MONUMENTED       BPA
 SV1494
 SV1494                          STATION DESCRIPTION
 SV1494
 SV1494'DESCRIBED BY BONNEVILLE POWER ADMINISTRATION 1967
 SV1494'TO REACH BPA STATION HOME FROM THE POST OFFICE IN CLARKIA,
 SV1494'IDAHO, GO 0.5 MILES EASTERLY ON BLACKTOP ROAD TO CROSS BRIDGE
 SV1494'NEAR ROCK QUARRY.  TURN RIGHT ON GRAVEL ROAD AND GO 0.2
 SV1494'MILES TO SIDE ROAD LEFT.  CONTINUE STRAIGHT 0.4 MILES TO
 SV1494'ROAD JUNCTION.  TURN LEFT ON HOBO PASS ROAD AND GO 2.1 MILES
 SV1494'TO A T-INTERSECTION.  TURN RIGHT ON MERRY CREEK ROAD CROSSING
 SV1494'BRIDGE AND GO 2.4 MILES TO A Y-INTERSECTION.  TURN LEFT AND
 SV1494'GO 2.7 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO 1.5
 SV1494'MILES TO A Y-INTERSECTION.  TURN LEFT ON MAIN ROAD AND GO
 SV1494'0.2 MILES TO A Y-INTERSECTION AT HOBO PASS.  TURN LEFT AND
 SV1494'GO 0.15 MILES TO Y-INTERSECTION.  TURN LEFT AND GO 0.2 MILES
 SV1494'TO Y-INTERSECTION.  TURN RIGHT AND GO 0.8 MILES TO
 SV1494'Y-INTERSECTION.  TURN RIGHT AND GO 1.2 MILES TO Y-INTERSECTION
 SV1494'(SIGN--E. FORK HOBO CREEK 2 MI.).  TURN RIGHT ON GRAVEL
 SV1494'ROAD.  GO 1.4 MILES ACROSS E. FORK HOBO CREEK AND GO 0.8
 SV1494'MILES FARTHER TO Y-INTERSECTION.  TURN LEFT ONTO DIRT ROAD AND GO 0.7
 SV1494'MILES TO STATION HOME ON LEFT TURNOUT.
 SV1494'
 SV1494'HOME IS A BPA BRASS CAP ON AN IRON PIPE STAMPED HOME, D-HS,
 SV1494'F-67 PROTRUDING 0.1 FOOT ABOVE THE GROUND.  IT IS LOCATED IN
 SV1494'THE SW PORTION OF A WIDE SPOT LEFT OF THE ROAD.  THE STATION
 SV1494'IS ABOUT 15 FEET NW OF THE CENTERLINE OF THE ROAD AND AT
 SV1494'THE SAME ELEVATION AS THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0435 ***********************************************************************
 OH0435  DESIGNATION -  HOMEDALE
 OH0435  PID         -  OH0435
 OH0435  STATE/COUNTY-  ID/OWYHEE
 OH0435  USGS QUAD   -  HOMEDALE (1971)
 OH0435
 OH0435                         *CURRENT SURVEY CONTROL
 OH0435  ___________________________________________________________________
 OH0435* NAD 83(1992)-  43 36 48.32051(N)    116 56 03.77239(W)     ADJUSTED  
 OH0435* NAVD 88     -       683.202  (meters)    2241.47   (feet)  ADJUSTED  
 OH0435  ___________________________________________________________________
 OH0435  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OH0435  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 OH0435  DYNAMIC HT  -         682.958 (meters)    2240.67  (feet)  COMP
 OH0435  MODELED GRAV-     980,240.9   (mgal)                       NAVD 88
 OH0435
 OH0435  HORZ ORDER  -  THIRD
 OH0435  VERT ORDER  -  SECOND    CLASS 0
 OH0435
 OH0435.The horizontal coordinates were established by classical geodetic methods
 OH0435.and adjusted by the National Geodetic Survey in July 1992..
 OH0435
 OH0435.The orthometric height was determined by differential leveling
 OH0435.and adjusted by the National Geodetic Survey in June 1991..
 OH0435
 OH0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0435
 OH0435.The geoid height was determined by GEOID03.
 OH0435
 OH0435.The dynamic height is computed by dividing the NAVD 88
 OH0435.geopotential number by the normal gravity value computed on the
 OH0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0435.degrees latitude (g = 980.6199 gals.).
 OH0435
 OH0435.The modeled gravity was interpolated from observed gravity values.
 OH0435
 OH0435;                    North         East     Units Scale Factor Converg.
 OH0435;SPC ID W     -   216,924.021   704,396.712   MT  1.00004572   -0 49 01.3
 OH0435;SPC OR S     -   222,379.419 1,787,726.402   MT  0.99992471   +2 26 21.9
 OH0435;SPC OR S     -   729,591.27  5,865,244.10   iFT  0.99992471   +2 26 21.9
 OH0435;UTM  11      - 4,828,940.064   505,294.965   MT  0.99960034   +0 02 42.9
 OH0435
 OH0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0435!SPC ID W     -   0.99989567  x   1.00004572  =   0.99994139
 OH0435!SPC OR S     -   0.99989567  x   0.99992471  =   0.99982039
 OH0435!UTM  11      -   0.99989567  x   0.99960034  =   0.99949605
 OH0435
 OH0435:                Primary Azimuth Mark                     Grid Az
 OH0435:SPC ID W     -  Q 293 RESET                              055 45 42.2
 OH0435:SPC OR S     -  Q 293 RESET                              052 30 19.0
 OH0435:UTM  11      -  Q 293 RESET                              054 53 58.0
 OH0435
 OH0435|---------------------------------------------------------------------|
 OH0435| PID    Reference Object                     Distance      Geod. Az  |
 OH0435|                                                           dddmmss.s |
 OH0435| OH0433 Q 293 RESET                                        0545640.9 |
 OH0435| OH0436 HOMEDALE RM 3                        17.656 METERS 08624     |
 OH0435| CD5269 HWY 95 STA 536+02.2 2238.29          21.845 METERS 10422     |
 OH0435| CD5268 HWY 95 STA 524+25.7 PC                             1575906.0 |
 OH0435| OH0449 HWY 95 STA 536+02.2 PC                8.702 METERS 17117     |
 OH0435| OH1400 HOMEDALE MUNICIPAL TANK             319.619 METERS 33751     |
 OH0435| OH0437 HOMEDALE RM 4                        14.530 METERS 34935     |
 OH0435|---------------------------------------------------------------------|
 OH0435
 OH0435                          SUPERSEDED SURVEY CONTROL
 OH0435
 OH0435  NAD 83(1991)-  43 36 48.32012(N)    116 56 03.77175(W) AD(       ) 3
 OH0435  NAD 83(1986)-  43 36 48.32041(N)    116 56 03.77152(W) AD(       ) 3
 OH0435  NAD 27      -  43 36 48.75900(N)    116 56 00.22800(W) AD(       ) 3
 OH0435  NGVD 29 (??/??/92)  682.260  (m)         2238.38   (f) ADJ UNCH    2 0
 OH0435
 OH0435.Superseded values are not recommended for survey control.
 OH0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0435.See file dsdata.txt to determine how the superseded data were derived.
 OH0435
 OH0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0529528940(NAD 83)
 OH0435_MARKER: DS = TRIANGULATION STATION DISK
 OH0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0435_STAMPING: HOMEDALE 1944
 OH0435_MARK LOGO: CGS   
 OH0435_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0435+STABILITY: SURFACE MOTION
 OH0435
 OH0435  HISTORY     - Date     Condition        Report By
 OH0435  HISTORY     - 1944     MONUMENTED       CGS
 OH0435  HISTORY     - 1963     SEE DESCRIPTION  USAF
 OH0435  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OH0435  HISTORY     - 1970     GOOD             NGS
 OH0435  HISTORY     - 1977     GOOD             LOCENG
 OH0435  HISTORY     - 1983     GOOD             NGS
 OH0435  HISTORY     - 19970910 GOOD             IDTD
 OH0435
 OH0435                          STATION DESCRIPTION
 OH0435
 OH0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH0435'STATION IS LOCATED 0.3 MILE S OF THE INTERSECTION OF MAIN STREET
 OH0435'AND IDAHO AVENUE IN HOMEDALE, ON U.S. HIGHWAY 95, 96 FEET S OF
 OH0435'THE MAIN TRACKS OF THE RAILROAD (MEASURED PARALLEL TO THE HIGHWAY),
 OH0435'36 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 95, 6 FEET W OF A
 OH0435'N-S FENCE LINE, 86 FEET N OF A FENCE CORNER, AND 8 FEET NW OF A
 OH0435'WHITE WOODEN WITNESS POST.
 OH0435'
 OH0435'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 OH0435'POST PROJECTING 4 INCHES ABOVE GROUND.  IT IS STAMPED HOMEDALE
 OH0435'1944.  UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 OH0435'
 OH0435'REFERENCE MARK 1 IS A STATE OF IDAHO DEPARTMENT OF PUBLIC WORKS
 OH0435'BOUNDARY OF STATE RIGHT OF WAY DISK SET IN A CONCRETE POST
 OH0435'PROJECTING 6 INCHES ABOVE GROUND.  IT IS STAMPED P.C. 536 02.2
 OH0435'B.M. 2238.29 33.  IT IS LOCATED 25 FEET E OF THE CENTER LINE
 OH0435'OF HIGHWAY AND 25 FEET S OF THE CENTER LINE OF DIRT ROAD
 OH0435'PARALLELING THE RAILROAD TRACKS.
 OH0435'
 OH0435'REFERENCE MARK 2 IS A STATE OF IDAHO DEPARTMENT OF PUBLIC
 OH0435'WORKS BOUNDARY OF STATE RIGHT OF WAY DISK SET IN A CONCRETE
 OH0435'POST PROJECTING 10 INCHES ABOVE GROUND.  IT IS STAMPED P.C. 536
 OH0435'02.2 33.  IT IS LOCATED 35 FEET W OF THE CENTER LINE OF THE
 OH0435'HIGHWAY AND 5 FEET W OF FENCE LINE.
 OH0435'
 OH0435'AZIMUTH MARK IS A STATE OF IDAHO DEPARTMENT OF PUBLIC WORKS
 OH0435'BOUNDARY OF STATE RIGHT OF WAY DISK SET IN A CONCRETE POST
 OH0435'PROJECTING 3 INCHES ABOVE GROUND.  IT IS STAMPED P.C. 524
 OH0435'25.7 33.  IT IS LOCATED 30 FEET SW OF THE CENTER LINE OF THE
 OH0435'HIGHWAY, AT THE N EDGE OF A DIRT ROAD, 9 FEET FROM THE CENTER
 OH0435'LINE OF THE ROAD, AND 18 FEET SE OF A POLE.
 OH0435
 OH0435                          STATION RECOVERY (1963)
 OH0435
 OH0435'RECOVERY NOTE BY US AIR FORCE 1963
 OH0435'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 OH0435'ADEQUATE.
 OH0435
 OH0435                          STATION RECOVERY (1970)
 OH0435
 OH0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OH0435'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH
 OH0435'REFERENCE MARKS, AND THE AZIMUTH MARK HAVE BEEN DESTROYED.
 OH0435'TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.  A
 OH0435'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH0435'
 OH0435'THE STATION IS IN THE SOUTH CENTRAL PART OF HOMEDALE, WEST
 OH0435'OF MAIN STREET, AND SOUTH OF THE RAILROAD TRACKS.
 OH0435'
 OH0435'TO REACH THE STATION FROM THE HOMEDALE POST OFFICE GO SOUTH
 OH0435'ON MAIN STREET FOR 0.35 MILE TO THE STATION ON THE RIGHT, JUST
 OH0435'AFTER CROSSING THE RAILROAD TRACKS.
 OH0435'
 OH0435'THE STATION MARK, STAMPED HOMEDALE 1944, IS A STANDARD DISK SET
 OH0435'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES,
 OH0435'80 FEET SOUTH OF A SWITCH ON THE RAILROAD TRACKS, 47 FEET
 OH0435'SOUTH OF A TELEPHONE POLE WITH A BRACE CABLE, 38 FEET WEST
 OH0435'OF THE CENTER OF MAIN STREET, 8 FEET NORTH OF THE CENTER OF A
 OH0435'TRACK ROAD TO A WAREHOUSE, AND 1 FOOT EAST OF A METAL WITNESS
 OH0435'POST.  (NOTE 1A AND 7A)
 OH0435'
 OH0435'REFERENCE MARK NO. 3, STAMPED HOMEDALE 1944 NO 3 1970 BM RESET,
 OH0435'IS A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OH0435'PROJECTS 2 INCHES, 29 FEET SOUTHWEST OF THE NEAREST RAIL
 OH0435'OF THE RAILROAD TRACKS, 21 FEET EAST OF THE CENTER OF MAIN
 OH0435'STREET, 17 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD THAT
 OH0435'PARALLELS THE RAILROAD TRACKS, AND 4 FEET SOUTHEAST OF A
 OH0435'RAILROAD CROSSING SIGN, (NOTE 11A) AND 59 FT E OF WITNESS POST.
 OH0435'
 OH0435'REFERENCE MARK NO. 4, STAMPED HOMEDALE 1944 NO 4 1970 BM RESET, IS
 OH0435'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OH0435'PROJECTS 2 INCHES, 43 FEET WEST OF THE CENTER OF MAIN STREET,
 OH0435'33 FEET SOUTH OF A SWITCH ON THE RAILROAD TRACKS, AND 3 FEET
 OH0435'WEST OF A TELEPHONE POLE WITH A BRACE CABLE, (NOTE 11A) AND
 OH0435'48 FT NNW OF WITNESS POST.
 OH0435'
 OH0435'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 79.29 FEET.
 OH0435'
 OH0435'TO REACH BENCH MARK Q 293 RESET 1970, (AZIMUTH MARK), FROM THE
 OH0435'CROSS STREET JUST SOUTH OF THE HOMEDALE POST OFFICE GO NORTHEAST
 OH0435'ON U.S. HIGHWAY 95 FOR 0.55 MILE TO THE SOUTHWEST END OF THE BRIDGE
 OH0435'OVER THE SNAKE RIVER AND THE BENCH MARK ON THE RIGHT, 15 FEET
 OH0435'SOUTHEAST OF THE CENTER OF THE BRIDGE, 12 FEET NORTHEAST
 OH0435'OF THE SOUTHWEST END OF THE GUARDRAIL, 2.5 FEET WEST OF THE
 OH0435'SOUTHWEST END OF A METAL GUARD RAIL, AND 1 FOOT SOUTHWEST OF A
 OH0435'METAL EXPANSION PLATE CEMENTED IN A DRILL HOLE IN THE FLOOR
 OH0435'OF THE NEW CONCRETE BRIDGE OVER THE SNAKE RIVER.
 OH0435
 OH0435                          STATION RECOVERY (1970)
 OH0435
 OH0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OH0435'IN HOMEDALE.
 OH0435'0.35 MILE SOUTH ALONG MAIN STREET FROM THE HOMEDALE POST OFFICE, 80
 OH0435'FEET SOUTH OF A SWITCH ON THE RAILROAD TRACKS, 47 FEET SOUTH OF A
 OH0435'TELEPHONE POLE WITH A BRACE CABLE, 38 FEET WEST OF THE CENTER OF MAIN
 OH0435'STREET, 8 FEET NORTH OF THE CENTER OF A TRACK ROAD TO A WAREHOUSE, AND
 OH0435'1 FOOT EAST OF A METAL WITNESS POST SET IN A 10-INCH SQUARE CONCRETE
 OH0435'MONUMENT THAT PROJECTS 3 INCHES.
 OH0435
 OH0435                          STATION RECOVERY (1977)
 OH0435
 OH0435'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JJP)
 OH0435'HOMEDALE 1944 RECOVERED EXCELLENT.
 OH0435'
 OH0435'HOMEDALE 1944 NO 3 BM RESET 1970 RECOVERED EXCELLENT.  6 FEET WEST
 OH0435'OF TELEPHONE POLE.
 OH0435'
 OH0435'HOMEDALE 1944 NO 4 BM RESET 1970 RECOVERED EXCELLENT.
 OH0435'
 OH0435'BM Q293 RESET 1970 (AZI. MARK) COULD NOT BE FOUND.
 OH0435'
 OH0435'AREA OF AZIMUTH MARK WAS COVERED BY 10 INCHES OF ICE AT TIME OF
 OH0435'SEARCH.  NO ATTEMPT WAS MADE TO CUT THROUGH THE ICE.  IT IS UNLIKELY
 OH0435'THAT THE MARK HAS BEEN DISTURBED.
 OH0435'
 OH0435'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.3 MILE SOUTH OF
 OH0435'POST OFFICE IN HOMEDALE.
 OH0435
 OH0435                          STATION RECOVERY (1983)
 OH0435
 OH0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0435'RECOVERED IN GOOD CONDITION.
 OH0435
 OH0435                          STATION RECOVERY (1997)
 OH0435
 OH0435'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (DSS)
 OH0435'THIS HORIZONTAL AND VERTICAL CONTROL MONUMENT WAS RECOVERED AS
 OH0435'DESCRIBED IN GOOD CONDITION AND MAY BE DESTROYED IN THE FUTURE DUE TO
 OH0435'THE PROPOSED UNION PACIFIC RAILROAD COMPANY RAIL LINE ABANDONMENT. ADD
 OH0435'1.4 FEET (0.4 M) NORTHEAST OF A FIBERGLASS WITNESS POST. NOTE--THE
 OH0435'AZIMUTH MARK FOR THIS STATION BENCH MARK Q 293 RESET 1970 IS NO LONGER
 OH0435'INTERVISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1400 ***********************************************************************
 OH1400  DESIGNATION -  HOMEDALE MUNICIPAL TANK
 OH1400  PID         -  OH1400
 OH1400  STATE/COUNTY-  ID/OWYHEE
 OH1400  USGS QUAD   -  HOMEDALE (1971)
 OH1400
 OH1400                         *CURRENT SURVEY CONTROL
 OH1400  ___________________________________________________________________
 OH1400* NAD 83(1992)-  43 36 57.91281(N)    116 56 09.14548(W)     ADJUSTED  
 OH1400* NAVD 88     -                                                        
 OH1400  ___________________________________________________________________
 OH1400  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OH1400  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 OH1400
 OH1400  HORZ ORDER  -  THIRD
 OH1400
 OH1400.The horizontal coordinates were established by classical geodetic methods
 OH1400.and adjusted by the National Geodetic Survey in July 1992..
 OH1400
 OH1400
 OH1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1400
 OH1400.The geoid height was determined by GEOID03.
 OH1400
 OH1400;                    North         East     Units Scale Factor Converg.
 OH1400;SPC ID W     -   217,221.765   704,280.461   MT  1.00004599   -0 49 05.2
 OH1400;UTM  11      - 4,829,235.893   505,174.301   MT  0.99960033   +0 02 39.2
 OH1400
 OH1400                          SUPERSEDED SURVEY CONTROL
 OH1400
 OH1400  NAD 83(1991)-  43 36 57.91207(N)    116 56 09.14494(W) AD(       ) 4
 OH1400  NAD 83(1986)-  43 36 57.91293(N)    116 56 09.14493(W) AD(       ) 4
 OH1400  NAD 27      -  43 36 58.35200(N)    116 56 05.60000(W) AD(       ) 3
 OH1400
 OH1400.Superseded values are not recommended for survey control.
 OH1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1400.See file dsdata.txt to determine how the superseded data were derived.
 OH1400
 OH1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0517429236(NAD 83)
 OH1400_MARKER: 51 = TANK
 OH1400
 OH1400  HISTORY     - Date     Condition        Report By
 OH1400  HISTORY     - 1944     FIRST OBSERVED   CGS
 OH1400  HISTORY     - 1977     GOOD             LOCENG
 OH1400  HISTORY     - 19820615 GOOD             NGS
 OH1400
 OH1400                          STATION DESCRIPTION
 OH1400
 OH1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1400'TANK IS LOCATED IN THE S PART OF HOMEDALE, 0.1 MILE S OF IDAHO
 OH1400'AVENUE, 0.1 MILE N OF RAILROAD TRACKS, 50 FEET E OF CENTER OF
 OH1400'FIRST STREET W.  IT IS A SMALL BLACK TANK ERECTED ON 4 STEEL
 OH1400'CONSTRUCTED LEGS AND ABOUT 95 FEET HIGH.
 OH1400
 OH1400                          STATION RECOVERY (1977)
 OH1400
 OH1400'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JJP)
 OH1400'RECOVERED IN GOOD CONDITION AS DESCRIBED.  TANK IS NOW PAINTED WITH
 OH1400'ALUMINUM PAINT.
 OH1400'
 OH1400'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH PART OF HOMEDALE.
 OH1400
 OH1400                          STATION RECOVERY (1982)
 OH1400
 OH1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OH1400'THE TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0436 ***********************************************************************
 OH0436  DESIGNATION -  HOMEDALE RM 3
 OH0436  PID         -  OH0436
 OH0436  STATE/COUNTY-  ID/OWYHEE
 OH0436  USGS QUAD   -  HOMEDALE (1971)
 OH0436
 OH0436                         *CURRENT SURVEY CONTROL
 OH0436  ___________________________________________________________________
 OH0436* NAD 83(1986)-  43 36 48.     (N)    116 56 04.     (W)     SCALED    
 OH0436* NAVD 88     -       683.31   (meters)    2241.8    (feet)  RESET     
 OH0436  ___________________________________________________________________
 OH0436  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 OH0436
 OH0436  VERT ORDER  -  THIRD
 OH0436
 OH0436.The horizontal coordinates were scaled from a topographic map and have
 OH0436.an estimated accuracy of +/- 6 seconds.
 OH0436
 OH0436.The orthometric height was computed from unverified reset data.
 OH0436
 OH0436.The geoid height was determined by GEOID03.
 OH0436
 OH0436;                    North         East    Units  Estimated Accuracy
 OH0436;SPC ID W     -   216,910.      704,390.      MT  (+/- 180 meters Scaled)
 OH0436
 OH0436                          SUPERSEDED SURVEY CONTROL
 OH0436
 OH0436.No superseded survey control is available for this station.
 OH0436
 OH0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ052289(NAD 83)
 OH0436_MARKER: DR = REFERENCE MARK DISK
 OH0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0436_STAMPING: HOMEDALE 1944 NO 3 1970 BM RESET
 OH0436_MARK LOGO: CGS   
 OH0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0436+STABILITY: SURFACE MOTION
 OH0436
 OH0436  HISTORY     - Date     Condition        Report By
 OH0436  HISTORY     - 1970     MONUMENTED       NGS
 OH0436  HISTORY     - 19970910 POOR             IDTD
 OH0436
 OH0436                          STATION DESCRIPTION
 OH0436
 OH0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0436'IN HOMEDALE.
 OH0436'0.35 MILE SOUTH ALONG MAIN STREET FROM THE HOMEDALE POST OFFICE, 58
 OH0436'FEET EAST OF TRIANGULATION STATION HOMEDALE 1944, 29 FEET SOUTHWEST OF
 OH0436'THE NEAREST RAIL OF THE RAILROAD TRACKS, 17 FEET SOUTHWEST OF THE
 OH0436'CENTER OF THE GRAVELED ROAD THAT PARALLELS THE RAILROAD TRACKS, AND 4
 OH0436'FEET SOUTHEAST OF A RAILROAD CROSSING SIGN SET IN A 10-INCH SQUARE
 OH0436'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 OH0436
 OH0436                          STATION RECOVERY (1997)
 OH0436
 OH0436'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (DSS)
 OH0436'REACHED FROM THE HOMEDALE POST OFFICE GO SOUTH ON MAIN STREET FOR 0.35
 OH0436'MILE (0.56 KM) TO THE MARK ON THE LEFT, JUST AFTER CROSSING THE
 OH0436'TRACKS.  LOCATED 21.0 FEET (6.4 M) EAST OF THE CENTER OF MAIN STREET,
 OH0436'29.0 FEET (8.8 M) SOUTHWEST OF THE NEAR RAIL AND 59.0 FEET (18.0 M)
 OH0436'EAST OF A METAL WITNESS POST.  MARK IS A CGS REFERENCE MARK DIST SET
 OH0436'IN A CONCRETE POST PROJECTING ABOUT 2-INCHES.  THIS MARK HAS BEEN HIT
 OH0436'BY HEAVY EQUIPMENT AND MAY BE DESTROYED IN THE FUTURE DUE TO THE
 OH0436'PROPOSED UNION PACIFIC RAILROAD COMPANY RAIL LINE ABANDONMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0437 ***********************************************************************
 OH0437  DESIGNATION -  HOMEDALE RM 4
 OH0437  PID         -  OH0437
 OH0437  STATE/COUNTY-  ID/OWYHEE
 OH0437  USGS QUAD   -  HOMEDALE (1971)
 OH0437
 OH0437                         *CURRENT SURVEY CONTROL
 OH0437  ___________________________________________________________________
 OH0437* NAD 83(1986)-  43 36 48.     (N)    116 56 04.     (W)     SCALED    
 OH0437* NAVD 88     -       683.21   (meters)    2241.5    (feet)  RESET     
 OH0437  ___________________________________________________________________
 OH0437  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 OH0437
 OH0437  VERT ORDER  -  THIRD
 OH0437
 OH0437.The horizontal coordinates were scaled from a topographic map and have
 OH0437.an estimated accuracy of +/- 6 seconds.
 OH0437
 OH0437.The orthometric height was computed from unverified reset data.
 OH0437
 OH0437.The geoid height was determined by GEOID03.
 OH0437
 OH0437;                    North         East    Units  Estimated Accuracy
 OH0437;SPC ID W     -   216,910.      704,390.      MT  (+/- 180 meters Scaled)
 OH0437
 OH0437                          SUPERSEDED SURVEY CONTROL
 OH0437
 OH0437.No superseded survey control is available for this station.
 OH0437
 OH0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ052289(NAD 83)
 OH0437_MARKER: DR = REFERENCE MARK DISK
 OH0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0437_STAMPING: HOMEDALE 1944 NO 4 1970 BM RESET
 OH0437_MARK LOGO: CGS   
 OH0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0437+STABILITY: SURFACE MOTION
 OH0437
 OH0437  HISTORY     - Date     Condition        Report By
 OH0437  HISTORY     - 1970     MONUMENTED       NGS
 OH0437  HISTORY     - 19970910 GOOD             IDTD
 OH0437
 OH0437                          STATION DESCRIPTION
 OH0437
 OH0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0437'IN HOMEDALE.
 OH0437'0.35 MILE SOUTH ALONG MAIN STREET FROM THE HOMEDALE POST OFFICE, 48
 OH0437'FEET NORTH-NORTHWEST OF TRIANGULATION STATION HOMEDALE 1944, 43 FEET
 OH0437'WEST OF THE CENTER OF MAIN STREET, 33 FEET SOUTH OF A SWITCH ON THE
 OH0437'RAILROAD TRACKS, AND 3 FEET WEST OF A TELEPHONE POLE WITH A BRACE
 OH0437'CABLE SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 OH0437'INCHES.
 OH0437
 OH0437                          STATION RECOVERY (1997)
 OH0437
 OH0437'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (DSS)
 OH0437'REACHED FROM THE HOMEDALE POST OFFICE GO SOUTH ON MAIN STREETY FOR
 OH0437'0.35 MILE (0.56 KM) TO THE MARK ON THE RIGHT.  LOCATED 43.0 FEET (13.1
 OH0437'M) WEST ON THE CENTER OF MAIN STREET, 4.7 FEET (1.4 M) WEST OF A
 OH0437'TELEPHONE POLE AND 48.0 FEET (14.6 M) NORTH-NORTHWEST ON A METAL
 OH0437'WITNESS POST.  MARK IS A CGS REFERENCE MARK DIST SET IN A CONCRETE
 OH0437'POST PROJECTING ABOUT 2-INCHES.  THIS MARK MAY BE DESTROYED IN THE
 OH0437'FUTURE DUE TO THE PROPOSED UNION PACIFIC RAILROAD COMPANY RAIL LINE
 OH0437'ABANDONMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1436 ***********************************************************************
 SV1436  DESIGNATION -  HONE
 SV1436  PID         -  SV1436
 SV1436  STATE/COUNTY-  ID/SHOSHONE
 SV1436  USGS QUAD   -  KELLOGG WEST (1996)
 SV1436
 SV1436                         *CURRENT SURVEY CONTROL
 SV1436  ___________________________________________________________________
 SV1436* NAD 83(1992)-  47 32 43.98012(N)    116 08 19.06443(W)     ADJUSTED  
 SV1436* NAVD 88     -       694.1    (meters)    2277.     (feet)  VERTCON   
 SV1436  ___________________________________________________________________
 SV1436  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 SV1436  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 SV1436
 SV1436  HORZ ORDER  -  SECOND
 SV1436
 SV1436.The horizontal coordinates were established by classical geodetic methods
 SV1436.and adjusted by the National Geodetic Survey in July 1992..
 SV1436
 SV1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1436
 SV1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1436
 SV1436.The geoid height was determined by GEOID03.
 SV1436
 SV1436;                    North         East     Units Scale Factor Converg.
 SV1436;SPC ID W     -   653,315.284   770,746.609   MT  0.99994385   -0 17 12.3
 SV1436;UTM  11      - 5,266,151.496   564,816.460   MT  0.99965163   +0 38 08.0
 SV1436
 SV1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1436!SPC ID W     -   0.99989383  x   0.99994385  =   0.99983768
 SV1436!UTM  11      -   0.99989383  x   0.99965163  =   0.99954549
 SV1436
 SV1436:                Primary Azimuth Mark                     Grid Az
 SV1436:SPC ID W     -  JACK                                     076 52 04.4
 SV1436:UTM  11      -  JACK                                     075 56 44.1
 SV1436
 SV1436|---------------------------------------------------------------------|
 SV1436| PID    Reference Object                     Distance      Geod. Az  |
 SV1436|                                                           dddmmss.s |
 SV1436| SV1421 JACK                                APPROX. 1.1 KM 0763452.1 |
 SV1436|---------------------------------------------------------------------|
 SV1436
 SV1436                          SUPERSEDED SURVEY CONTROL
 SV1436
 SV1436  NAD 83(1986)-  47 32 43.98367(N)    116 08 19.05527(W) AD(       ) 2
 SV1436  NAD 27      -  47 32 44.25970(N)    116 08 15.45420(W) AD(       ) 2
 SV1436  NGVD 29 (07/19/86)  693.0    (m)         2274.     (f) VERT ANG       
 SV1436
 SV1436.Superseded values are not recommended for survey control.
 SV1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1436.See file dsdata.txt to determine how the superseded data were derived.
 SV1436
 SV1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6481666151(NAD 83)
 SV1436_MARKER: Z = SEE DESCRIPTION
 SV1436_SETTING: 0 = UNSPECIFIED SETTING
 SV1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1436
 SV1436  HISTORY     - Date     Condition        Report By
 SV1436  HISTORY     - 1958     MONUMENTED       CGS
 SV1436
 SV1436                          STATION DESCRIPTION
 SV1436
 SV1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1436'NO REFERENCE MARKS SET.
 SV1436'
 SV1436'THE STATION IS AT THE NORTHWEST CORNER OF THE KELLOGG AIRPORT
 SV1436'AND ON THE SAME LEVEL AS THE AIRPORT.
 SV1436'
 SV1436'TO REACH FROM THE INTERSECTION OF HILL STREET, SECOND STOP LIGHT
 SV1436'GOING WEST OUT OF KELLOGG, AND THE PRESENT U.S. HIGHWAY 10,
 SV1436'GO SOUTH ALONG HILL STREET FOR 0.25 MILE TO A SIDE STREET ON
 SV1436'THE RIGHT JUST AFTER PASSING OVER A BRIDGE ACROSS THE COEUR D
 SV1436'ALENE RIVER.  TURN RIGHT, WEST, ALONG PAVED STREET FOR 0.1 MILE TO
 SV1436'A FORK.  TAKE RIGHT FORK, WEST, FOR 0.7 MILE ALONG THE NORTH
 SV1436'SIDE OF THE AIRPORT TO THE NORTHWEST CORNER OF THE AIRPORT AND
 SV1436'STATION.
 SV1436'
 SV1436'THE STATION, ESTABLISHED BY THE BUNKER HILL COMPANY, IS A NAIL
 SV1436'SET IN THE CENTER OF A 6 X 6 INCH SQUARE CONCRETE POST AND IS
 SV1436'FLUSH WITH THE GROUND.  THE STATION IS 162-1/2 FEET NORTH OF A
 SV1436'RUNWAY APPROACH LIGHT AND 32 FEET EAST OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0364 ***********************************************************************
 NW0364  DESIGNATION -  HONEY
 NW0364  PID         -  NW0364
 NW0364  STATE/COUNTY-  ID/OWYHEE
 NW0364  USGS QUAD   -  WICKAHONEY POINT (1972)
 NW0364
 NW0364                         *CURRENT SURVEY CONTROL
 NW0364  ___________________________________________________________________
 NW0364* NAD 83(1992)-  42 24 04.99982(N)    116 01 34.22321(W)     ADJUSTED  
 NW0364* NAVD 88     -      1854.6    (meters)    6085.     (feet)  VERTCON   
 NW0364  ___________________________________________________________________
 NW0364  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 NW0364  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 NW0364
 NW0364  HORZ ORDER  -  SECOND
 NW0364
 NW0364.The horizontal coordinates were established by classical geodetic methods
 NW0364.and adjusted by the National Geodetic Survey in July 1992..
 NW0364
 NW0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0364
 NW0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0364
 NW0364.The geoid height was determined by GEOID03.
 NW0364
 NW0364;                    North         East     Units Scale Factor Converg.
 NW0364;SPC ID W     -    81,639.999   777,264.713   MT  0.99993969   -0 11 10.4
 NW0364;UTM  11      - 4,694,802.810   580,141.558   MT  0.99967902   +0 39 24.1
 NW0364
 NW0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0364!SPC ID W     -   0.99971181  x   0.99993969  =   0.99965152
 NW0364!UTM  11      -   0.99971181  x   0.99967902  =   0.99939092
 NW0364
 NW0364|---------------------------------------------------------------------|
 NW0364| PID    Reference Object                     Distance      Geod. Az  |
 NW0364|                                                           dddmmss.s |
 NW0364| CD5272 HONEY RM 2                           11.133 METERS 01152     |
 NW0364| NW0365 DUNCUN                              APPROX. 5.5 KM 2162656.0 |
 NW0364| CD5271 HONEY RM 1                            7.162 METERS 27045     |
 NW0364|---------------------------------------------------------------------|
 NW0364
 NW0364                          SUPERSEDED SURVEY CONTROL
 NW0364
 NW0364  NAD 83(1986)-  42 24 05.00069(N)    116 01 34.22188(W) AD(       ) 2
 NW0364  NAD 27      -  42 24 05.36810(N)    116 01 30.86352(W) AD(       ) 2
 NW0364  NGVD 29 (07/19/86) 1853.4    (m)         6081.     (f) VERT ANG       
 NW0364
 NW0364.Superseded values are not recommended for survey control.
 NW0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0364.See file dsdata.txt to determine how the superseded data were derived.
 NW0364
 NW0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG8014294803(NAD 83)
 NW0364_MARKER: Z = SEE DESCRIPTION
 NW0364_SETTING: 0 = UNSPECIFIED SETTING
 NW0364
 NW0364  HISTORY     - Date     Condition        Report By
 NW0364  HISTORY     - 1974     MONUMENTED       USGS
 NW0364
 NW0364                          STATION DESCRIPTION
 NW0364
 NW0364'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0364'LOCATED 15 MI NNE. OF RIDDLE.  7.5 MI WNW. OF GRASMERE STATION ON
 NW0364'NORTH RIM OF A HIGH MESA OVERLOOKING HEADQUARTERS OF WICKAHONEY
 NW0364'CREEK.
 NW0364'
 NW0364'TO REACH FROM GRASMERE STATION DRIVE N. ALONG HIGHWAY 51 FOR 3.5 MI
 NW0364'TO A T-RD. W.  TURN W. LEFT 4.1 MI FOLLOWING MAIN RD. TO A
 NW0364'X-RD.  CONTINUE W. UP RIDGE 2.4 MI TO RD. FORK.  TAKE RIGHT FORK
 NW0364'0.7 MI TO A RD. FORK.  TAKE RIGHT FORK 0.35 MI TO A RD. FORK.
 NW0364'TAKE LEFT FORK 1.8 MI TO RD. FORK IN CLEAR AREA ABOUT 0.3 MI N. OF
 NW0364'A PROMINENT RIM.  GO S. ACROSS COUNTRY 0.2 MI THROUGH GRASSY
 NW0364'AREA CLIMBING SLOPE TO END OF TRUCK TRAVEL.  PACK ABOUT 0.1 MI
 NW0364'TO TOP OF RIM AND STATION ABOUT 300 FT S. OF NORTH EDGE OF RIM,
 NW0364'ABOUT 600 FT E. OF EAST EDGE OF POND ON WICKAHONEY POINT WHICH IS
 NW0364'THE NE. POINT OF WILD HORSE TABLE.  ABOUT 15 MINUTE PACK.
 NW0364'
 NW0364'REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 NW0364'
 NW0364'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED HONEY 1972
 NW0364'CEMENTED IN DRILL HOLE IN LARGE BOULDER IN PLACE.
 NW0364'
 NW0364'RM NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED HONEY NO
 NW0364'1 1972 CEMENTED IN DRILL HOLE IN BOULDER 0.9 FT ABOVE STATION MARK.
 NW0364'
 NW0364'RM NO. 2.--A STANDARD USGS REFERENCE MARK TABLET STAMPED HONEY NO
 NW0364'2 1972 CEMENTED IN DRILL HOLE IN BOULDER 0.3 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1077 ***********************************************************************
 TO1077  DESIGNATION -  HOO DOO RESET
 TO1077  PID         -  TO1077
 TO1077  STATE/COUNTY-  ID/BONNER
 TO1077  USGS QUAD   -  BLANCHARD (1996)
 TO1077
 TO1077                         *CURRENT SURVEY CONTROL
 TO1077  ___________________________________________________________________
 TO1077* NAD 83(1992)-  48 04 42.69582(N)    116 57 12.92419(W)     ADJUSTED  
 TO1077* NAVD 88     -      1561.2    (meters)    5122.     (feet)  VERTCON   
 TO1077  ___________________________________________________________________
 TO1077  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 TO1077  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 TO1077
 TO1077  HORZ ORDER  -  SECOND
 TO1077
 TO1077.The horizontal coordinates were established by classical geodetic methods
 TO1077.and adjusted by the National Geodetic Survey in July 1992..
 TO1077
 TO1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1077
 TO1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1077
 TO1077.The geoid height was determined by GEOID03.
 TO1077
 TO1077;                    North         East     Units Scale Factor Converg.
 TO1077;SPC ID W     -   713,198.893   710,324.735   MT  1.00003211   -0 53 44.2
 TO1077;UTM  11      - 5,325,029.233   503,456.716   MT  0.99960015   +0 02 04.3
 TO1077
 TO1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1077!SPC ID W     -   0.99975804  x   1.00003211  =   0.99979015
 TO1077!UTM  11      -   0.99975804  x   0.99960015  =   0.99935829
 TO1077
 TO1077|---------------------------------------------------------------------|
 TO1077| PID    Reference Object                     Distance      Geod. Az  |
 TO1077|                                                           dddmmss.s |
 TO1077| TO1076 HOODOO TARGET                         3.242 METERS 04218     |
 TO1077| TO1075 LONG MTN LOT                        APPROX.17.8 KM 0892521.8 |
 TO1077| TO0989 PACKSADDLE LOOKOUT TOWER            APPROX.44.8 KM 0963232.0 |
 TO1077| CH6679 HOO DOO RM 2                          8.080 METERS 12132     |
 TO1077| CH6678 HOO DOO RM 1                          4.487 METERS 23950     |
 TO1077| CH6677 HOO DOO AZ MK                                      2941844.0 |
 TO1077| TO1080 NEWPORT MOUNTAIN LOOKOUT            APPROX.17.3 KM 3511729.4 |
 TO1077|---------------------------------------------------------------------|
 TO1077
 TO1077                          SUPERSEDED SURVEY CONTROL
 TO1077
 TO1077  NAD 83(1986)-  48 04 42.69932(N)    116 57 12.92146(W) AD(       ) 2
 TO1077  NAD 27      -  48 04 43.04752(N)    116 57 09.22197(W) AD(       ) 2
 TO1077  NGVD 29 (07/19/86) 1560.0    (m)         5118.     (f) VERT ANG       
 TO1077
 TO1077.Superseded values are not recommended for survey control.
 TO1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1077.See file dsdata.txt to determine how the superseded data were derived.
 TO1077
 TO1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP0345725029(NAD 83)
 TO1077_MARKER: DS = TRIANGULATION STATION DISK
 TO1077_SETTING: 66 = SET IN ROCK OUTCROP
 TO1077
 TO1077  HISTORY     - Date     Condition        Report By
 TO1077  HISTORY     - 1980     MONUMENTED       NGS
 TO1077
 TO1077                          STATION DESCRIPTION
 TO1077
 TO1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TO1077'THE STEM OF THE STATION MARK AND REFERENCE MARK 1 WERE
 TO1077'RECOVERED.  REFERENCE MARK 2 AND THE AZIMUTH MARK HAVE BEEN
 TO1077'DESTROYED.  THE DISTANCE TO REFERENCE MARK 1 COMPARED WITH THE 1936
 TO1077'DATA.  A NEW REFERENCE MARK 3 AND AN AZIMUTH MARK 2 WERE ESTABLISHED
 TO1077'THIS DATE.  DUE TO CHANGES IN THE AREA.  A
 TO1077'COMPLETE NEW DESCRIPTION FOLLOWS.
 TO1077'
 TO1077'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF NEWPORT, 4 MILES EAST
 TO1077'OF THE WASHINGTON IDAHO STATELINE, 1 MILE NORTH OF BLANCHARD AND ON
 TO1077'THE SUMMIT OF A PEAK LOCALLY KNOWN AS HOO DOO MOUNTAIN.
 TO1077'
 TO1077'TO REACH THE STATION FROM THE BLANCHARD TRADING COMPANY GO SOUTH FOR
 TO1077'1 BLOCK.  TURN LEFT AND GO EAST FOR 0.05 MILE TO THE SURFACED ROAD.
 TO1077'TURN RIGHT AND GO EAST ON THE SURFACES ROAD FOR 0.5 MILE TO A SIDE
 TO1077'ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON THE GRAVELED ROAD FOR 2.6
 TO1077'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON THE
 TO1077'GRAVELED ROAD FOR 1.0 MILES TO A FORK.  TAKE THE RIGHT FORK UPHILL
 TO1077'FOR 8.2 MILES TO A FORK.  TAKE THE LEFT FORK UP HILL FOR 0.9 MILE TO
 TO1077'A MICROWAVE AND THE STATION ON THE HIGHEST POINT.
 TO1077'
 TO1077'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 TO1077'---HOO DOO 1936 1980---SET INTO ROCK OUTCROP LOCATED 10.36 METERS
 TO1077'(34 FEET) W FROM THE NW CORNER OF THE CHAIN LINK FENCE AND 15.85
 TO1077'METERS (52 FEET) NW FROM THE SW CORNER OF THE CHAIN LINK FENCE.
 TO1077'
 TO1077'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 TO1077'NOS) DISK STAMPED---HOO DOO NO 1 1936---SET INTO ROCK OUTCROP
 TO1077'LOCATED 14.48 METERS (47.5 FEET) FROM THE NW CORNER OF THE CHAIN LINK
 TO1077'FENCE, 19.96 METERS (65.5 FEET) NW FROM THE SW CORNER OF THE CHAIN
 TO1077'LINK FENCE, AND 0.9 METER (3 FEET) LOWER THAN THE STATION.
 TO1077'
 TO1077'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TO1077'STAMPED---HOO DOO 1936 NO 3 1980---SET INTO ROCK OUTCROP LOCATED
 TO1077'12.95 METERS (42.5 FEET) SSW FROM THE NW CORNER OF THE CHAIN LINK
 TO1077'FENCE, 10.55 METERS (34.6 FEET) W FROM THE SW CORNER OF THE CHAIN
 TO1077'LINK FENCE, AND 1.5 METERS (5 FEET) LOWER THAN THE STATION.
 TO1077'
 TO1077'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TO1077'STAMPED---HOO DOO 1936 AZ2 1980---SET INTO ROCK OUTCROP LOCATED
 TO1077'53.34 METERS (175 FEET) W FROM A FOOT TRAIL AND 12.19 METERS (40
 TO1077'FEET) LOWER THAN THE TRAIL.
 TO1077'
 TO1077'TO REACH THE AZIMUTH MARK FROM THE STATION PACK SOUTHEAST ON A GOOD
 TO1077'TRAIL FOR 0.15 MILE TO A BEND IN THE TRAIL.  BEAR RIGHT DOWN THE
 TO1077'POINT TO A LARGE OUTCROP AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1590 ***********************************************************************
 NU1590  DESIGNATION -  HORN
 NU1590  PID         -  NU1590
 NU1590  STATE/COUNTY-  ID/ONEIDA
 NU1590  USGS QUAD   -  ELKHORN PEAK (1968)
 NU1590
 NU1590                         *CURRENT SURVEY CONTROL
 NU1590  ___________________________________________________________________
 NU1590* NAD 83(1994)-  42 20 01.37343(N)    112 19 42.24798(W)     ADJUSTED  
 NU1590* NAVD 88     -      2772.3    (meters)    9095.     (feet)  VERTCON   
 NU1590  ___________________________________________________________________
 NU1590  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 NU1590  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 NU1590
 NU1590  HORZ ORDER  -  SECOND
 NU1590
 NU1590.The horizontal coordinates were established by classical geodetic methods
 NU1590.and adjusted by the National Geodetic Survey in November 1997..
 NU1590
 NU1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1590
 NU1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1590
 NU1590.The geoid height was determined by GEOID03.
 NU1590
 NU1590;                    North         East     Units Scale Factor Converg.
 NU1590;SPC ID E     -    74,100.004   186,671.028   MT  0.99994955   -0 06 32.1
 NU1590;UTM  12      - 4,687,683.750   390,560.647   MT  0.99974736   -0 53 40.9
 NU1590
 NU1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1590!SPC ID E     -   0.99956751  x   0.99994955  =   0.99951708
 NU1590!UTM  12      -   0.99956751  x   0.99974736  =   0.99931498
 NU1590
 NU1590|---------------------------------------------------------------------|
 NU1590| PID    Reference Object                     Distance      Geod. Az  |
 NU1590|                                                           dddmmss.s |
 NU1590| NU1591 SOUTH ELKHORN CAIRN 1968             33.250 METERS 00914     |
 NU1590| CM4877 HORN RM 2                             3.270 METERS 09933     |
 NU1590| NU1561 OXFORD 2                            APPROX.20.3 KM 1102757.8 |
 NU1590| CM4876 HORN RM 1                             4.029 METERS 19203     |
 NU1590|---------------------------------------------------------------------|
 NU1590
 NU1590                          SUPERSEDED SURVEY CONTROL
 NU1590
 NU1590  NAD 83(1992)-  42 20 01.37285(N)    112 19 42.24753(W) AD(       ) 2
 NU1590  NAD 83(1986)-  42 20 01.37119(N)    112 19 42.24085(W) AD(       ) 2
 NU1590  NAD 27      -  42 20 01.66461(N)    112 19 39.35024(W) AD(       ) 2
 NU1590  NGVD 29 (07/19/86) 2771.1    (m)         9092.     (f) VERT ANG       
 NU1590
 NU1590.Superseded values are not recommended for survey control.
 NU1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1590.See file dsdata.txt to determine how the superseded data were derived.
 NU1590
 NU1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9056187684(NAD 83)
 NU1590_MARKER: DD = SURVEY DISK
 NU1590_SETTING: 80 = SET IN A BOULDER
 NU1590_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1590
 NU1590  HISTORY     - Date     Condition        Report By
 NU1590  HISTORY     - 1968     MONUMENTED       USGS
 NU1590  HISTORY     - 1969     GOOD             USGS
 NU1590
 NU1590                          STATION DESCRIPTION
 NU1590
 NU1590'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JJW)
 NU1590'LOCATED ABOUT 12.2 MI. (AIRLINE) SW. OF DOWNEY.  ABOUT 11.0 MI.
 NU1590'NW. OF MALAD CITY.  ABOUT 4.5 MI. SE. OF DANIELS.  ON THE
 NU1590'HIGHEST POINT OF ELKHORN MTN.
 NU1590'
 NU1590'REACHED BY HELICOPTER IN 1968.
 NU1590'
 NU1590'TO REACH FROM DOWNEY, FOLLOW HIGHWAY 191 SW. TOWARD MALAD FOR
 NU1590'11.2 MI.  THENCE UP MILL CREEK W. VIA SIMMIT RANGER STATION
 NU1590'RD. TO RD FORK 4.6 MI. W. OF SECOND BRIDGE ABOVE THE RANGER
 NU1590'STATION.  THENCE S. VIA FORK 1.1 MI.  THENCE ON FOOT ABOUT
 NU1590'2.5 MI. VIA SKID TRAIL AND NW. RIDGE TO STATION.  STATION IS
 NU1590'109.1 FT. S. OF STATION SOUTH ELKHORN AND A 9 FT. ROCK CAIRN.
 NU1590'
 NU1590'STATION MARK--A STANDARD USGS TABLET STAMPED HORN 1968
 NU1590'CEMENTED IN A DRILL HOLE IN ROCK.
 NU1590'
 NU1590'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 NU1590'NO 1 1968 CEMENTED IN ROCK.
 NU1590'
 NU1590'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 NU1590'NO 2 1968 CEMENTED IN ROCK.
 NU1590
 NU1590                          STATION RECOVERY (1969)
 NU1590
 NU1590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NU1590'STATION MARK--A STANDARD USGS TABLET STAMPED---HORN 1968--- CEMENTED
 NU1590'IN A DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1544 ***********************************************************************
 SV1544  DESIGNATION -  HORN
 SV1544  PID         -  SV1544
 SV1544  STATE/COUNTY-  ID/KOOTENAI
 SV1544  USGS QUAD   -  BAYVIEW (1996)
 SV1544
 SV1544                         *CURRENT SURVEY CONTROL
 SV1544  ___________________________________________________________________
 SV1544* NAD 83(1992)-  47 59 02.46964(N)    116 30 22.86031(W)     ADJUSTED  
 SV1544* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 SV1544  ___________________________________________________________________
 SV1544  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 SV1544  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 SV1544
 SV1544  HORZ ORDER  -  SECOND
 SV1544
 SV1544.The horizontal coordinates were established by classical geodetic methods
 SV1544.and adjusted by the National Geodetic Survey in July 1992..
 SV1544
 SV1544.The orthometric height was scaled from a topographic map.
 SV1544
 SV1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1544
 SV1544.The geoid height was determined by GEOID03.
 SV1544
 SV1544;                    North         East     Units Scale Factor Converg.
 SV1544;SPC ID W     -   702,267.231   743,543.610   MT  0.99997248   -0 33 43.0
 SV1544;UTM  11      - 5,314,641.940   536,835.388   MT  0.99961667   +0 22 00.4
 SV1544
 SV1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1544!SPC ID W     -   0.99990362  x   0.99997248  =   0.99987611
 SV1544!UTM  11      -   0.99990362  x   0.99961667  =   0.99952033
 SV1544
 SV1544|---------------------------------------------------------------------|
 SV1544| PID    Reference Object                     Distance      Geod. Az  |
 SV1544|                                                           dddmmss.s |
 SV1544| CH6683 HORN RM 2                             4.742 METERS 02239     |
 SV1544| SV1481 VULCAN                              APPROX. 4.6 KM 0961345.1 |
 SV1544| CH6682 HORN RM 1                             4.005 METERS 27830     |
 SV1544|---------------------------------------------------------------------|
 SV1544
 SV1544                          SUPERSEDED SURVEY CONTROL
 SV1544
 SV1544  NAD 83(1986)-  47 59 02.47559(N)    116 30 22.85316(W) AD(       ) 2
 SV1544  NAD 27      -  47 59 02.84219(N)    116 30 19.13711(W) AD(       ) 2
 SV1544
 SV1544.Superseded values are not recommended for survey control.
 SV1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1544.See file dsdata.txt to determine how the superseded data were derived.
 SV1544
 SV1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3683514642(NAD 83)
 SV1544_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1544_SETTING: 66 = SET IN ROCK OUTCROP
 SV1544
 SV1544  HISTORY     - Date     Condition        Report By
 SV1544  HISTORY     - 1947     MONUMENTED       CGS
 SV1544
 SV1544                          STATION DESCRIPTION
 SV1544
 SV1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 SV1544'THE STATION IS AT THE SOUTH END OF PEND OREILLE LAKE, ON THE
 SV1544'SOUTHEAST SLOPE OF CAPE HORN PEAK ABOUT 1/4 MILES NORTHEAST
 SV1544'OF THE ENTRANCE TO SQUAW (SCENIC) BAY ON THE SECOND LARGE
 SV1544'ROCK POINT NORTHEAST OF THE LOW GRAVEL AND ROCK BEACH THAT
 SV1544'MARKS THE ENTRANCE TO SQUAW BAY.  THE POINT IS THE SOUTHWEST
 SV1544'ONE OF TWO POINTS ABOUT THE SAME HEIGHT, THE FIRST POINT
 SV1544'NORTHEAST OF A LAKESIDE LOG CABIN WITH CRIB DOCK AND PILINGS
 SV1544'(CAPE HORN RANCH).  FROM THE STATION IT IS POSSIBLE TO SEE ONE
 SV1544'POINT SOUTHWEST AND TWO POINTS NORTHEAST.  THE MARK IS ON TOP
 SV1544'OF THE BEDROCK NEAR THE GRASSLINE, ABOUT 16 FEET ABOVE THE
 SV1544'WHITE (HIGH WATER) LINE ON THE ROCK AND 34 FEET ABOVE MEAN
 SV1544'WINTER LAKE LEVEL.  SHOULD BE VISITED BY BOAT.
 SV1544'
 SV1544'R.M. NO. 1 IS WEST OF STATION AND 1 FOOT HIGHER.
 SV1544'
 SV1544'R.M. NO. 2 IS NORTHEAST OF STATION AND 1 FOOT LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0966 ***********************************************************************
 NV0966  DESIGNATION -  HORN
 NV0966  PID         -  NV0966
 NV0966  STATE/COUNTY-  ID/OWYHEE
 NV0966  USGS QUAD   -  POT HOLE CANYON (1992)
 NV0966
 NV0966                         *CURRENT SURVEY CONTROL
 NV0966  ___________________________________________________________________
 NV0966* NAD 83(1992)-  42 45 11.52419(N)    115 28 26.80485(W)     ADJUSTED  
 NV0966* NAVD 88     -      1067.6    (meters)    3503.     (feet)  VERTCON   
 NV0966  ___________________________________________________________________
 NV0966  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 NV0966  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 NV0966
 NV0966  HORZ ORDER  -  THIRD
 NV0966
 NV0966.The horizontal coordinates were established by classical geodetic methods
 NV0966.and adjusted by the National Geodetic Survey in July 1992..
 NV0966
 NV0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0966
 NV0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0966
 NV0966.The geoid height was determined by GEOID03.
 NV0966
 NV0966;                    North         East     Units Scale Factor Converg.
 NV0966;SPC ID W     -   120,718.255   822,584.465   MT  0.99993961   +0 11 14.2
 NV0966;UTM  11      - 4,734,537.688   624,870.381   MT  0.99979183   +1 02 09.5
 NV0966
 NV0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0966!SPC ID W     -   0.99983516  x   0.99993961  =   0.99977478
 NV0966!UTM  11      -   0.99983516  x   0.99979183  =   0.99962703
 NV0966
 NV0966:                Primary Azimuth Mark                     Grid Az
 NV0966:SPC ID W     -  HAWK                                     354 17 56.0
 NV0966:UTM  11      -  HAWK                                     353 27 00.7
 NV0966
 NV0966|---------------------------------------------------------------------|
 NV0966| PID    Reference Object                     Distance      Geod. Az  |
 NV0966|                                                           dddmmss.s |
 NV0966| NV0965 HAWK                                APPROX. 7.4 KM 3542910.2 |
 NV0966|---------------------------------------------------------------------|
 NV0966
 NV0966                          SUPERSEDED SURVEY CONTROL
 NV0966
 NV0966  NAD 83(1986)-  42 45 11.52577(N)    115 28 26.80433(W) AD(       ) 3
 NV0966  NGVD 29 (01/23/89) 1066.7    (m)         3500.     (f) VERT ANG       
 NV0966
 NV0966.Superseded values are not recommended for survey control.
 NV0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0966.See file dsdata.txt to determine how the superseded data were derived.
 NV0966
 NV0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2487034538(NAD 83)
 NV0966_MARKER: DS = TRIANGULATION STATION DISK
 NV0966_SETTING: 0 = UNSPECIFIED SETTING
 NV0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0966
 NV0966  HISTORY     - Date     Condition        Report By
 NV0966  HISTORY     - 1946     MONUMENTED       USGS
 NV0966
 NV0966                          STATION DESCRIPTION
 NV0966
 NV0966'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV0966'LOCATED ABOUT 13 MI. (AIRLINE) S. OF HAMMETT, 2.5 MI. W. OF BROWN
 NV0966'CREEK, AND 2 MI. E. OF THE MAIN BROWN CREEK RD. TO THE S. ON THE TOP
 NV0966'OF A SMALL RISE.
 NV0966'
 NV0966'TO REACH FROM HAMMETT, DRIVE W. ON U.S. HIGHWAY 30 FOR 1.2 MI., TURN
 NV0966'LEFT ONTO GRADED RD. FOR 0.45 MI., TURN RIGHT (W.) FOR 2.1 MI., CROSS
 NV0966'INDIAN COVE BRIDGE OVER THE SNAKE RIVER AND CONTINUE W. AND S. FOR 1.5
 NV0966'MI., TURN LEFT JUST BEFORE CROSSING THE BRIDGE OVER BROWN CREEK, AND
 NV0966'GO STRAIGHT AHEAD FOR 2.9 MI. TO A 45 DEGREE TURN TO THE LEFT,
 NV0966'CONTINUE ON MAIN TRAVELED RD. FOR 6.6 MI. TO TOP OF A FLAT RISE, GO
 NV0966'FOR 3.6 MI. TO RD. COMING IN FROM THE LEFT.  CONTINUE STRAIGHT AHEAD
 NV0966'1.2 MI. TO TRACK RD., TURN LEFT 0.6 MI. TO THE BOTTOM OF A PROMINENT
 NV0966'DRAIN, CROSS DRAIN 0.15 MI. TO A DIM TRACK RD. COMING IN FROM THE
 NV0966'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.8 MI. TO Y-JUNCTION, TAKE RIGHT
 NV0966'FORK 0.2 MI. TO Y-JUNCTION, TURN RIGHT UP THE HILL FOR 0.2 MI. TO A
 NV0966'SMALL TOP AND STATION.
 NV0966'
 NV0966'STATION MARK--STANDARD TABLET STAMPED---HORN 1946---, CEMENTED IN
 NV0966'TOP OF A PARTIALLY BURIED BOULDER.
 NV0966'
 NV0966'REFERENCE MARK NO. 1--COPPER NAIL WITH WASHER, CEMENTED IN TOP OF A
 NV0966'PARTIALLY BURIED BOULDER, 20.66 FT. FROM STATION MARK IN BEARING
 NV0966'N 87 DEG. 14 MIN. E.
 NV0966'
 NV0966'REFERENCE MARK NO. 2--COPPER NAIL WITH WASHER, CEMENTED IN TOP OF A
 NV0966'PARTIALLY BURIED BOULDER, 24 FT. FROM STATION MARK IN BEARING
 NV0966'N 15 DEG. 31 MIN. W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1272 ***********************************************************************
 QB1272  DESIGNATION -  HORNET
 QB1272  PID         -  QB1272
 QB1272  STATE/COUNTY-  ID/ADAMS
 QB1272  USGS QUAD   -  COUNCIL (1986)
 QB1272
 QB1272                         *CURRENT SURVEY CONTROL
 QB1272  ___________________________________________________________________
 QB1272* NAD 83(1992)-  44 44 13.42565(N)    116 29 57.45542(W)     ADJUSTED  
 QB1272* NAVD 88     -      1258.0    (meters)    4127.     (feet)  VERTCON   
 QB1272  ___________________________________________________________________
 QB1272  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 QB1272  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 QB1272
 QB1272  HORZ ORDER  -  FIRST
 QB1272
 QB1272.The horizontal coordinates were established by classical geodetic methods
 QB1272.and adjusted by the National Geodetic Survey in July 1992..
 QB1272
 QB1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1272
 QB1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1272
 QB1272.The geoid height was determined by GEOID03.
 QB1272
 QB1272;                    North         East     Units Scale Factor Converg.
 QB1272;SPC ID W     -   341,361.227   740,654.958   MT  0.99997663   -0 31 38.7
 QB1272;UTM  11      - 4,953,863.996   539,643.438   MT  0.99961933   +0 21 08.7
 QB1272
 QB1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1272!SPC ID W     -   0.99980524  x   0.99997663  =   0.99978187
 QB1272!UTM  11      -   0.99980524  x   0.99961933  =   0.99942464
 QB1272
 QB1272|---------------------------------------------------------------------|
 QB1272| PID    Reference Object                     Distance      Geod. Az  |
 QB1272|                                                           dddmmss.s |
 QB1272| CD5275 HORNET RM 2                           8.189 METERS 07351     |
 QB1272| QB1270 COUNCIL COMMUNITY CHURCH CROSS      APPROX. 5.1 KM 1011334.8 |
 QB1272| CD5273 HORNET AZ MK                                       1925017.6 |
 QB1272| CD5274 HORNET RM 1                           9.697 METERS 32825     |
 QB1272|---------------------------------------------------------------------|
 QB1272
 QB1272                          SUPERSEDED SURVEY CONTROL
 QB1272
 QB1272  NAD 83(1986)-  44 44 13.42773(N)    116 29 57.45399(W) AD(       ) 1
 QB1272  NAD 27      -  44 44 13.83392(N)    116 29 53.92876(W) AD(       ) 1
 QB1272  NGVD 29 (07/19/86) 1257.0    (m)         4124.     (f) VERT ANG       
 QB1272
 QB1272.Superseded values are not recommended for survey control.
 QB1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1272.See file dsdata.txt to determine how the superseded data were derived.
 QB1272
 QB1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK3964353864(NAD 83)
 QB1272_MARKER: DD = SURVEY DISK
 QB1272_SETTING: 66 = SET IN ROCK OUTCROP
 QB1272_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QB1272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1272+STABILITY: POSITION/ELEVATION WELL
 QB1272
 QB1272  HISTORY     - Date     Condition        Report By
 QB1272  HISTORY     - 1953     MONUMENTED       USGS
 QB1272  HISTORY     - 1954     GOOD             USGS
 QB1272  HISTORY     - 1966     GOOD             CGS
 QB1272
 QB1272                          STATION DESCRIPTION
 QB1272
 QB1272'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QB1272'NOTE BY USGS, 1954--FOUND AS DESCRIBED.
 QB1272'
 QB1272'STATION MARK--A USGS DISK STAMPED---HORNET 1953---.  IT IS SET IN A
 QB1272'DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH PROJECTS 1 FT.
 QB1272
 QB1272                          STATION RECOVERY (1966)
 QB1272
 QB1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1272'THE STATION IS LOCATED ON THE TOP OF A BARE ROCKY RIDGE
 QB1272'WHICH OVER LOOKS COUNCIL AND THE VALLEY TO THE EAST.  IT IS
 QB1272'14 MILES AIRLINE NORTH-NORTHEAST OF CAMBRIDGE AND 3-1/2 MILES
 QB1272'WEST-NORTHWEST OF COUNCIL.
 QB1272'
 QB1272'TO REACH THE STATION FROM THE POST OFFICE IN COUNCIL GO SOUTH
 QB1272'ALONG U.S. HIGHWAY 95 FOR 2.4 MILES TO A SIDE ROAD RIGHT.
 QB1272'TURN RIGHT ALONG GRADED ROAD FOR 0.5 MILE TO A FORK.  TAKE
 QB1272'THE LEFT FORK 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK FOR
 QB1272'0.65 MILE TO A DIM SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHERLY
 QB1272'FOR 0.45 MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE
 QB1272'ROAD ALONG THE RIDGE AND UP THE GRADE FOR 0.4 MILE TO A GATE
 QB1272'ON THE RIGHT AT THE TOP OF THE RIDGE.  TURN LEFT AND WORK
 QB1272'WAY ALONG ROCKY RIDGES TOWARD A TIMBERED RIDGE FOR 1.0 MILE
 QB1272'TO A GATE.  CONTINUE ALONG THE RIDGE STAYING ON THE SOUTH
 QB1272'SIDE OF THE TIMBERED AREA FOR 1 MILE TOWARD THE POINT OF
 QB1272'THE RIDGE.  BEAR RIGHT AND PICK WAY THROUGH THE BOULDERS
 QB1272'AND BRUSH FOR 0.6 MILE TO THE TOP OF THE RIDGE.  TURN
 QB1272'RIGHT ALONG THE RIDGE FOR 0.1 MILE TO THE AZIMUTH MARK ON
 QB1272'THE LEFT, CONTINUE ALONG THE RIDGE FOR 0.3 MILE TO THE
 QB1272'STATION.
 QB1272'
 QB1272'THE STATION MARK IS A USGS DISK STAMPED HORNET 1953.  IT IS
 QB1272'SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH PROJECTS
 QB1272'1 FOOT.  IT IS ON THE HIGHEST PART OF THE RIDGE.
 QB1272'
 QB1272'REFERENCE MARK 1 IS A USGS DISK STAMPED NO 1.  IT IS SET
 QB1272'IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH PROJECTS
 QB1272'18 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 QB1272'
 QB1272'REFERENCE MARK 2 IS A USGS DISK STAMPED NO 2.  IT IS SET IN
 QB1272'A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS ABOUT FLUSH
 QB1272'WITH THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 QB1272'
 QB1272'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HORNET USGS 1966.
 QB1272'IT IS SET IN A DRILL HOLE IN AN OUTRROP OF BEDROCK WHICH PROJECTS
 QB1272'3 FEET.  IT IS 3 FEET NORTH OF THE WITNESS POST.
 QB1272'
 QB1272'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1048 ***********************************************************************
 NV1048  DESIGNATION -  HORSE
 NV1048  PID         -  NV1048
 NV1048  STATE/COUNTY-  ID/TWIN FALLS
 NV1048  USGS QUAD   -  TIMBER BUTTE (1977)
 NV1048
 NV1048                         *CURRENT SURVEY CONTROL
 NV1048  ___________________________________________________________________
 NV1048* NAD 83(1994)-  42 01 01.98776(N)    114 17 31.37032(W)     ADJUSTED  
 NV1048* NAVD 88     -      2291.1    (meters)    7517.     (feet)  VERTCON   
 NV1048  ___________________________________________________________________
 NV1048  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 NV1048  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 NV1048
 NV1048  HORZ ORDER  -  FIRST
 NV1048
 NV1048.The horizontal coordinates were established by classical geodetic methods
 NV1048.and adjusted by the National Geodetic Survey in June 1998..
 NV1048
 NV1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1048
 NV1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1048
 NV1048.The geoid height was determined by GEOID03.
 NV1048
 NV1048;                    North         East     Units Scale Factor Converg.
 NV1048;SPC ID C     -    38,975.118   475,811.444   MT  0.99995457   -0 11 43.7
 NV1048;SPC NV E     - 8,807,417.162   306,945.447   MT  1.00004069   +0 51 51.9
 NV1048;SPC NV E     -28,895,667.81  1,007,036.85   sFT  1.00004069   +0 51 51.9
 NV1048;UTM  11      - 4,655,235.979   724,214.551   MT  1.00021863   +1 48 48.0
 NV1048
 NV1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1048!SPC ID C     -   0.99964314  x   0.99995457  =   0.99959772
 NV1048!SPC NV E     -   0.99964314  x   1.00004069  =   0.99968381
 NV1048!UTM  11      -   0.99964314  x   1.00021863  =   0.99986169
 NV1048
 NV1048|---------------------------------------------------------------------|
 NV1048| PID    Reference Object                     Distance      Geod. Az  |
 NV1048|                                                           dddmmss.s |
 NV1048| CD5277 HORSE RM 1                            9.060 METERS 10824     |
 NV1048| CD5278 HORSE RM 2                           10.408 METERS 19035     |
 NV1048| CD5276 HORSE AZ MK                                        2461157.1 |
 NV1048|---------------------------------------------------------------------|
 NV1048
 NV1048                          SUPERSEDED SURVEY CONTROL
 NV1048
 NV1048  NAD 83(1994)-  42 01 01.98752(N)    114 17 31.37010(W) AD(       ) 1
 NV1048  NAD 83(1992)-  42 01 01.98506(N)    114 17 31.36787(W) AD(       ) 1
 NV1048  NAD 83(1986)-  42 01 01.98494(N)    114 17 31.36760(W) AD(       ) 1
 NV1048  NAD 27      -  42 01 02.29400(N)    114 17 28.28300(W) AD(       ) 1
 NV1048  NGVD 29 (07/19/86) 2289.9    (m)         7513.     (f) VERT ANG       
 NV1048
 NV1048.Superseded values are not recommended for survey control.
 NV1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1048.See file dsdata.txt to determine how the superseded data were derived.
 NV1048
 NV1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG2421555236(NAD 83)
 NV1048_MARKER: DS = TRIANGULATION STATION DISK
 NV1048_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NV1048_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 NV1048_PROJECTION: FLUSH
 NV1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1048
 NV1048  HISTORY     - Date     Condition        Report By
 NV1048  HISTORY     - 1947     MONUMENTED       CGS
 NV1048  HISTORY     - 1957     GOOD             USGS
 NV1048
 NV1048                          STATION DESCRIPTION
 NV1048
 NV1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1048'STATION IS ON ONE OF SEVERAL HIGH PEAKS THAT LIE IN THE
 NV1048'MAIN RANGE AT THE HEADWATERS OF HORSE CREEK.  IT IS ABOUT
 NV1048'21 MILES S.E. OF ROGERSON AND ABOUT 1-1/2 MILES N. OF THE
 NV1048'IDAHO-NEVADA STATE LINE, THERE ARE TWO PEAKS TO THE N. THAT
 NV1048'ARE HGHER, FIRST PEAK IS ABOUT 1/2 MILE DISTANT, THE OTHER IS
 NV1048'FARTHER.  STATION OVERLOOKS ALL SURROUNDING COUNTRY EXCEPT THAT
 NV1048'WHICH IS BLOCKED BY THE HIGH PEAKS MENTIONED.
 NV1048'
 NV1048'STATION MARK IS A STANDARD DISK WELDED ON THE END OF A 2 IN
 NV1048'IRON PIPE AND SET UPRIGHT, PROJECTING ABOUT 6 IN ABOVE GROUND
 NV1048'AND IS SURROUNDED BY SEVERAL SMALL STONES.  IT IS STAMPED
 NV1048'HORSE 1947.
 NV1048'
 NV1048'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED ON THE END OF AN
 NV1048'IRON PIPE AND SET UPRIGHT.  IT PROJECTS ABOUT 3 IN AND IS
 NV1048'STAMPED HORSE NO 1 1947.
 NV1048'
 NV1048'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED ON THE END OF AN
 NV1048'IRON PIPE AND SET UPRIGHT, PROJECTS ABOUT 2 IN AND IS STAMPED
 NV1048'HORSE NO 2 1947.  IT IS ABOUT 1-1/2 FOOT LOWER THAN THE STATION.
 NV1048'
 NV1048'AZIMUTH MARK IS A STANDARD DISK SET IN LARGE BOULDER AND
 NV1048'PROJECTS ABOUT 6 IN, IS ABOUT 35 YARDS W. OF AN OLD SHEEP
 NV1048'CAMP WHICH IS AT THE END OF A TRACK ROAD.  IT IS STAMPED
 NV1048'HORSE 1947.
 NV1048'
 NV1048'TO REACH FROM THE POST OFFICE IN ROGERSON GO N. ON U.S. 93 FOR
 NV1048'ABOUT 1.0 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO 4.9 MILES
 NV1048'TO T ROAD INTERSECTION, TURN RIGH AND GO 2.4 MILES TO FORKS,
 NV1048'KEEP LEFT AND GO 4.5 MILES TO SIDE ROAD RIGHT, TURN RIGHT AND
 NV1048'GO 9.8 MILES ON THE MAIN TRAVELED ROAD TO GATE ON LEFT AND
 NV1048'SIGN HORSE CREEK RD U S G S, PASS THRU GATE AND GO E. ON
 NV1048'TRACK ROAD FOR 2.0 MILES TO FORK, KEEP RIGHT ALONG THE N. SIDE
 NV1048'OF CORRALS AND GO S.E. TOWARD FENCE ALONG W. SIDE OF FENCE FOR
 NV1048'0.7 MILE TO GATE, PAS THRU AND GO RIGHT ABOUT 50 YARDS TO
 NV1048'FORK, KEEP RIGHT AND FOLLOW AND E. UP HILL FOR 1.4 MILES TO
 NV1048'FORK IN SMALL CANYON, TURN RIGHT AND FOLLOW THE MAIN ROAD
 NV1048'FOR 1.1 MILES TO FORK, KEEP LEFT FOR 0.6 MILE TO FORK, KEEP
 NV1048'LEFT FOR 0.5 MILE TO FORKS AT THE TOP OF A DIVIDE, KEEP LEFT ON
 NV1048'W. SIDE OF RIDGE FOR 0.4 MILE TO OLD SHEEP CAMP, END OF
 NV1048'TRACK ROAD AND THE AZIMUTH MARK AS DESCRIBED, TURN RIGHT
 NV1048'AND GO E. AND N.  TO THE CREST OF THE RIDGE THENCE LEFT TO
 NV1048'THE HIGHEST POINT AND STATION.
 NV1048'
 NV1048'NOTE--THIS LAST MILEAGE IS ABOUT 0.6 MILE AND IS VERY STEEP,
 NV1048'1947 PARTY WAS EQUIPPED WITH 4 WHEEL DRIVE TRUCKS AND IT IS
 NV1048'DOUBTED THAT A STANDARD TRUCK COULD CLIMB THIS LAST MILEAGE.
 NV1048
 NV1048                          STATION RECOVERY (1957)
 NV1048
 NV1048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NV1048'DESCRIPTION AND POSITION LISTED IN NGS QUAD 42114-2, STATION 1007.
 NV1048'STATION MARK A STANDARD DISK---STAMPED---HORSE 1947---, WELDED ON THE
 NV1048'END OF A 2 INCH IRON PIPE AND SET UPRIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0384 ***********************************************************************
 NW0384  DESIGNATION -  HORSE
 NW0384  PID         -  NW0384
 NW0384  STATE/COUNTY-  ID/OWYHEE
 NW0384  USGS QUAD   -  BULL CAMP BUTTE (1973)
 NW0384
 NW0384                         *CURRENT SURVEY CONTROL
 NW0384  ___________________________________________________________________
 NW0384* NAD 83(1992)-  42 00 15.72824(N)    116 40 38.43885(W)     ADJUSTED  
 NW0384* NAVD 88     -      1644.4    (meters)    5395.     (feet)  VERTCON   
 NW0384  ___________________________________________________________________
 NW0384  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 NW0384  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 NW0384
 NW0384  HORZ ORDER  -  FIRST
 NW0384
 NW0384.The horizontal coordinates were established by classical geodetic methods
 NW0384.and adjusted by the National Geodetic Survey in July 1992..
 NW0384
 NW0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0384
 NW0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0384
 NW0384.The geoid height was determined by GEOID03.
 NW0384
 NW0384;                    North         East     Units Scale Factor Converg.
 NW0384;SPC ID W     -    37,922.165   723,178.854   MT  1.00000593   -0 37 14.1
 NW0384;SPC NV E     - 8,805,762.316   109,375.051   MT  1.00000103   -0 43 55.7
 NW0384;SPC NV E     -28,890,238.53    358,841.31   sFT  1.00000103   -0 43 55.7
 NW0384;UTM  11      - 4,650,311.652   526,719.779   MT  0.99960878   +0 12 57.3
 NW0384
 NW0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0384!SPC ID W     -   0.99974491  x   1.00000593  =   0.99975084
 NW0384!SPC NV E     -   0.99974491  x   1.00000103  =   0.99974594
 NW0384!UTM  11      -   0.99974491  x   0.99960878  =   0.99935379
 NW0384
 NW0384:                Primary Azimuth Mark                     Grid Az
 NW0384:SPC ID W     -  HORSE AZ MK                              027 14 06.2
 NW0384:SPC NV E     -  HORSE AZ MK                              027 20 47.8
 NW0384:UTM  11      -  HORSE AZ MK                              026 23 54.8
 NW0384
 NW0384|---------------------------------------------------------------------|
 NW0384| PID    Reference Object                     Distance      Geod. Az  |
 NW0384|                                                           dddmmss.s |
 NW0384| CD5279 HORSE AZ MK                                        0263652.1 |
 NW0384| CD5281 HORSE RM 2                           21.480 METERS 06217     |
 NW0384| MU0475 STATE LINE WINDMILL                 APPROX. 1.2 KM 1252458.1 |
 NW0384| CD5280 HORSE RM 1                            4.993 METERS 33710     |
 NW0384| NW0381 MIDDLE WINDMILL                     APPROX. 5.9 KM 3384630.4 |
 NW0384| NW0382 45 WINDMILL                         APPROX.11.9 KM 3443745.2 |
 NW0384|---------------------------------------------------------------------|
 NW0384
 NW0384                          SUPERSEDED SURVEY CONTROL
 NW0384
 NW0384  NAD 83(1991)-  42 00 15.72863(N)    116 40 38.43920(W) AD(       ) 1
 NW0384  NAD 83(1986)-  42 00 15.73021(N)    116 40 38.44024(W) AD(       ) 1
 NW0384  NAD 27      -  42 00 16.11500(N)    116 40 35.02500(W) AD(       ) 1
 NW0384  NGVD 29 (07/19/86) 1643.3    (m)         5391.     (f) VERT ANG       
 NW0384
 NW0384.Superseded values are not recommended for survey control.
 NW0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0384.See file dsdata.txt to determine how the superseded data were derived.
 NW0384
 NW0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG2672050312(NAD 83)
 NW0384_MARKER: Z = SEE DESCRIPTION
 NW0384_SETTING: 0 = UNSPECIFIED SETTING
 NW0384
 NW0384  HISTORY     - Date     Condition        Report By
 NW0384  HISTORY     - 1956     MONUMENTED       CGS
 NW0384
 NW0384                          STATION DESCRIPTION
 NW0384
 NW0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0384'THE STATION IS LOCATED ABOUT 4 MILES NORTH AND 29 MILES WEST
 NW0384'OF OWYHEE, NEVADA, ABOUT 4 MILES NORTH OF THE DEVILS CORRAL,
 NW0384'ABOUT 1.5 MILES EAST OF THE SOUTH FORK OF THE OWYHEE RIVER,
 NW0384'AND ABOUT 1 MILE NORTH OF THE IDAHO-NEVADA STATE LINE.  LOCATED
 NW0384'ON A PROMINENT ROUND TOP KNOLL AT THE SOUTH END OF A PLATEAU
 NW0384'WHICH IS FORMED BY THE SOUTH FORK OF THE OWYHEE RIVER ON THE
 NW0384'WEST AND WILD HORSE BASIN ON THE EAST.
 NW0384'
 NW0384'TO REACH FROM THE POST OFFICE IN OWYHEE GO NORTH ON A GRAVELED
 NW0384'ROAD FOR 3.5 MILES TO A T ROAD LEFT.  TURN LEFT (WEST) AND
 NW0384'GO 2.7 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 3.1 MILES
 NW0384'TO A Y FORK.  TAKE THE LEFT FORK AND CONTINUE ON THE MAIN
 NW0384'TRAVELED ROAD FOR 0.85 MILES TO A GATE.  PASS THROUGH THE GATE
 NW0384'AND CONTINUE WEST FOR 3.1 MILES TO A GATE AT THE TOP OF THE
 NW0384'RIM, KEEPING TO THE LEFT AT ALL FORKS.  PASS THROUGH THE GATE
 NW0384'AND GO 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 NW0384'ON THE MAIN TRAVELED ROAD WEST FOR 1.95 MILES TO A DIM T
 NW0384'ROAD RIGHT.  KEEP LEFT ON THE MAIN ROAD AND GO 0.3 MILE TO A
 NW0384'FORK.  KEEP THE RIGHT FORK AND CONTINUE WEST FOR 3.85 MILES
 NW0384'TO A NORTH-SOUTH FENCE AND A GATE.  PASS THROUGH THE GATE
 NW0384'AND CONTINUE WEST ON THE MAIN TRAVELED ROAD FOR 1.5 MILES
 NW0384'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE WEST FOR
 NW0384'2.75 MILES TO A FORK AT THE EAST SIDE OF JUNIPER BASIN.
 NW0384'TAKE THE LEFT FORK AROUND THE SOUTH END OF THE BASIN AND
 NW0384'CONTINUE WEST FOR 2.15 MILES TO THE AZIMUTH MARK FOR
 NW0384'STATION BASIN ON THE RIGHT.  CONTINUE WEST ON THE MAIN
 NW0384'TRAVELED ROAD FOR 6.55 MILES TO A CROSSROAD AT THE EAST SIDE
 NW0384'OF A NORTH-SOUTH FENCE.  PASS THROUGH THE GATE AND CONTINUE
 NW0384'WEST ON THE MAIN TRAVELED ROAD FOR 4.1 MILES TO A Y FORK.
 NW0384'TAKE THE LEFT FORK AND GO SOUTHWEST FOR 0.8 MILE TO
 NW0384'TRIANGULATION STATION MILLSEE ON THE RIGHT.  CONTINUE
 NW0384'WEST AND SOUTH FOR 2.0 MILES TO THE JUNCTION OF A
 NW0384'NORTH-SOUTH ROAD.  (THIS IS 0.2 MILE SOUTH OF A
 NW0384'WINDMILL AND WATER TANK).  TURN LEFT (SOUTH) AND GO 2.8
 NW0384'MILES TO THE AZIMUTH MARK ON THE RIGHT (WEST) SIDE OF THE
 NW0384'ROAD.  CONTINUE SOUTH FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT
 NW0384'FORK AND GO SOUTHWEST FOR 1.0 MILES TO A WINDMILL AND WATER
 NW0384'TANK.  BEAR RIGHT HERE (NORTHWEST) AND FOLLOW DIM TRACKS FOR
 NW0384'0.8 MILE TO THE SUMMIT OF A LOW BUTTE AND STATION.
 NW0384'
 NW0384'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 NW0384'STAMPED HORSE 1937, IS SET IN THE TOP OF A BOULDER THAT
 NW0384'PROJECTS 6 INCHES.  THE MARK IS 10 FEET SOUTHEAST OF A 3
 NW0384'FOOT CAIRN AND 5 FEET EAST OF A 4 X 4 INCH WITNESS POST.
 NW0384'
 NW0384'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 NW0384'STAMPED 1, IS SET IN THE TOP OF A BOULDER THAT IS 3 FEET LONG
 NW0384'AND 18 INCHES WIDE.  THE BOULDER PROJECTS 6 INCHES ABOVE
 NW0384'THE GROUND SURFACE.
 NW0384'
 NW0384'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 NW0384'STAMPED 2, IS SET IN THE TOP OF A BOULDER THAT IS 1 FOOT LONG
 NW0384'AND 10 INCHES WIDE.  THE BOULDER PROJECTS 6 INCHES ABOVE THE
 NW0384'GROUND SURFACE AND IS AT THE SAME ELEVATION AS THE STATION
 NW0384'MARK.
 NW0384'
 NW0384'THE AZIMUTH MARK, A STANDARD DISK STAMPED HORSE USGS 1956,
 NW0384'IS BRAZED TO THE TOP OF A 2-INCH SOIL PIPE THAT PROJECTS
 NW0384'8 INCHES ABOVE THE GROUND.  IT IS 15 FEET SOUTHWEST OF THE
 NW0384'CENTER LINE OF A TRACK ROAD AND 18 INCHES WEST OF A 4 X 4 INCH
 NW0384'WITNESS POST AND IS ON TOP OF A LOW MOUND OR DIRT PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0699 ***********************************************************************
 OX0699  DESIGNATION -  HORSE
 OX0699  PID         -  OX0699
 OX0699  STATE/COUNTY-  ID/BONNEVILLE
 OX0699  USGS QUAD   -  LONE PINE RIDGE (1981)
 OX0699
 OX0699                         *CURRENT SURVEY CONTROL
 OX0699  ___________________________________________________________________
 OX0699* NAD 83(1992)-  43 23 26.02519(N)    111 42 36.17255(W)     ADJUSTED  
 OX0699* NAVD 88     -      1988.3    (meters)    6523.     (feet)  VERTCON   
 OX0699  ___________________________________________________________________
 OX0699  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 OX0699  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 OX0699
 OX0699  HORZ ORDER  -  FIRST
 OX0699
 OX0699.The horizontal coordinates were established by classical geodetic methods
 OX0699.and adjusted by the National Geodetic Survey in July 1992..
 OX0699
 OX0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0699
 OX0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0699
 OX0699.The geoid height was determined by GEOID03.
 OX0699
 OX0699;                    North         East     Units Scale Factor Converg.
 OX0699;SPC ID E     -   191,587.694   236,994.515   MT  0.99996420   +0 18 49.3
 OX0699;UTM  12      - 4,804,432.385   442,492.993   MT  0.99964068   -0 29 16.1
 OX0699
 OX0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0699!SPC ID E     -   0.99969001  x   0.99996420  =   0.99965422
 OX0699!UTM  12      -   0.99969001  x   0.99964068  =   0.99933080
 OX0699
 OX0699|---------------------------------------------------------------------|
 OX0699| PID    Reference Object                     Distance      Geod. Az  |
 OX0699|                                                           dddmmss.s |
 OX0699| CN3727 HORSE RM 1                           24.733 METERS 10152     |
 OX0699| CN3728 HORSE RM 2                            9.503 METERS 19652     |
 OX0699| CN3726 P 2                                                2981252.5 |
 OX0699|---------------------------------------------------------------------|
 OX0699
 OX0699                          SUPERSEDED SURVEY CONTROL
 OX0699
 OX0699  NAD 83(1986)-  43 23 26.01674(N)    111 42 36.15866(W) AD(       ) 1
 OX0699  NAD 27      -  43 23 26.32200(N)    111 42 33.30000(W) AD(       ) 1
 OX0699  NGVD 29 (07/19/86) 1987.1    (m)         6519.     (f) VERT ANG       
 OX0699
 OX0699.Superseded values are not recommended for survey control.
 OX0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0699.See file dsdata.txt to determine how the superseded data were derived.
 OX0699
 OX0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP4249304432(NAD 83)
 OX0699_MARKER: DD = SURVEY DISK
 OX0699_SETTING: 80 = SET IN A BOULDER
 OX0699_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OX0699
 OX0699  HISTORY     - Date     Condition        Report By
 OX0699  HISTORY     - 1946     MONUMENTED       USGS
 OX0699  HISTORY     - 1966     GOOD             USGS
 OX0699
 OX0699                          STATION DESCRIPTION
 OX0699
 OX0699'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OX0699'STATION IS LOCATED ON THE SUMMIT OF A PROMINENT BUTTE, 18
 OX0699'MILES, AIRLINE EAST- SOUTHEAST OF IDAHO FALLS, IDAHO, AND
 OX0699'6-1/2 MILES, AIRLINE, NORTHEAST OF BONE.  THE BUTTE IS THE
 OX0699'HIGHEST POINT IN THE VICINITY.
 OX0699'
 OX0699'THE STATION MARK IS A STANDARD USGS DISC CEMENTED IN A DRILL
 OX0699'HOLE A ROUND BOULDER WHICH IS ABOUT 1 FOOT IN DIAMETER AND IS
 OX0699'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 10 FEET SOUTH
 OX0699'OF A WHITE 4 IN X 4 IN WITNESS POST, AND IS NOT STAMPED.
 OX0699'
 OX0699'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 OX0699'HOLE IN A BOULDER WHICH IS 1-1/2 FT X 2-1/2 FT AND IS FLUSH
 OX0699'WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 7 FEET LOWER
 OX0699'THAN THE STATION MARK AND IS STAMPED HORSE US AND GS NO 1 1946.
 OX0699'
 OX0699'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A BOULDER
 OX0699'WHICH IS 1-1/4 FT X 2-1/4 FT AND PROJECTS 8 INCHES ABOVE
 OX0699'THE SURFACE OF THE GROUND.  IT IS 2 FEET LOWER THAN THE
 OX0699'STATION MARK AND IS STAMPED HORSE US AND GS NO 1 1946.
 OX0699'
 OX0699'THE AZIMUTH MARK IS A STANDARD USGS AND SS DISC CEMENTED
 OX0699'IN A DRILL HOLE IN A BOULDER WHICH IS 5 FEET IN DIAMETER
 OX0699'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 OX0699'ON THE FIRST PROMINENT BUTTE WEST- NORTHWEST OF THE STATION
 OX0699'AND ABOUT 0.3 MILE NORTH OF THE ROAD TO THE STATION.  IT
 OX0699'IS STAMPED P 2 1924.
 OX0699'
 OX0699'TO REACH THE STATION FROM THE RAILROAD CROSSING AND ELEVATOR
 OX0699'IN AMMON GO EAST ON THE MAIN TRAVELED ROAD FOR 2.1 MILES TO
 OX0699'FORKS.  TAKE THE RIGHT FORK AND GO EASTERLY 7.3 MILES TO OZONE
 OX0699'AND A ROAD ON THE LEFT LEADING EAST.  TAKE THE LEFT FORK AND
 OX0699'GO EASTERLY FOR 2.3 MILES TO A ROAD LEADING TO LEFT.  KEEP
 OX0699'THE RIGHT HAND ROAD STRAIGHT AHEAD AND GO 2.7 MILES TO A ROAD
 OX0699'LEADING LEFT.  KEEP STRAIGHT AHEAD, RIGHT, AND GO 1.1 MILES
 OX0699'TO THE SOUTHERN SLOPE OF A BUTTE.  THE AZIMUTH MARK IS ON
 OX0699'BUTTE 0.3 MILE NORTH.  CONTINUE STRAIGHT AHEAD FOR 2.4 MILE
 OX0699'TO A ROAD TO RIGHT AT THE FOOT OF THE STATION HILL.  GO 0.1
 OX0699'MILE STRAIGHT AHEAD, THENCE TURN LEFT ACROSS COUNTRY UP A
 OX0699'DRAW 0.5 NORTH TO A SADDLE.  TURN LEFT AND BEAR
 OX0699'SOUTHWESTERLY UP RIDGE FOR 0.25 MILE TO THE SUMMIT OF THE
 OX0699'BUTTE AND STATION.  A DRIVE STATION.
 OX0699'
 OX0699'NO SUITABLE OBJECT WAS FOUND FOR A SUBSTITUTE CONTROL STATION.
 OX0699
 OX0699                          STATION RECOVERY (1966)
 OX0699
 OX0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OX0699'STATION MARK--A STANDARD USGS DISC UNSTAMPED, CEMENTED IN A DRILL
 OX0699'HOLE IN A ROUND BOULDER WHICH IS ABOUT 1 FOOT IN DIAMETER AND IS
 OX0699'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0967 ***********************************************************************
 NV0967  DESIGNATION -  HORSE
 NV0967  PID         -  NV0967
 NV0967  STATE/COUNTY-  ID/ELMORE
 NV0967  USGS QUAD   -  TWENTYMILE BUTTE (1992)
 NV0967
 NV0967                         *CURRENT SURVEY CONTROL
 NV0967  ___________________________________________________________________
 NV0967* NAD 83(1992)-  42 48 38.81960(N)    115 14 47.79155(W)     ADJUSTED  
 NV0967* NAVD 88     -       977.4    (meters)    3207.     (feet)  VERTCON   
 NV0967  ___________________________________________________________________
 NV0967  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 NV0967  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 NV0967
 NV0967  HORZ ORDER  -  THIRD
 NV0967
 NV0967.The horizontal coordinates were established by classical geodetic methods
 NV0967.and adjusted by the National Geodetic Survey in July 1992..
 NV0967
 NV0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0967
 NV0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0967
 NV0967.The geoid height was determined by GEOID03.
 NV0967
 NV0967;                    North         East     Units Scale Factor Converg.
 NV0967;SPC ID W     -   127,200.529   841,170.034   MT  0.99995418   +0 20 31.6
 NV0967;UTM  11      - 4,741,293.854   643,355.535   MT  0.99985283   +1 11 30.4
 NV0967
 NV0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0967!SPC ID W     -   0.99984926  x   0.99995418  =   0.99980345
 NV0967!UTM  11      -   0.99984926  x   0.99985283  =   0.99970212
 NV0967
 NV0967:                Primary Azimuth Mark                     Grid Az
 NV0967:SPC ID W     -  GRINDSTONE                               187 47 38.0
 NV0967:UTM  11      -  GRINDSTONE                               186 56 39.2
 NV0967
 NV0967|---------------------------------------------------------------------|
 NV0967| PID    Reference Object                     Distance      Geod. Az  |
 NV0967|                                                           dddmmss.s |
 NV0967| NV0964 GRINDSTONE                          APPROX. 4.6 KM 1880809.6 |
 NV0967|---------------------------------------------------------------------|
 NV0967
 NV0967                          SUPERSEDED SURVEY CONTROL
 NV0967
 NV0967  NAD 83(1986)-  42 48 38.81973(N)    115 14 47.79039(W) AD(       ) 3
 NV0967  NGVD 29 (01/23/89)  976.6    (m)         3204.     (f) VERT ANG       
 NV0967
 NV0967.Superseded values are not recommended for survey control.
 NV0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0967.See file dsdata.txt to determine how the superseded data were derived.
 NV0967
 NV0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4335641294(NAD 83)
 NV0967_MARKER: DS = TRIANGULATION STATION DISK
 NV0967_SETTING: 0 = UNSPECIFIED SETTING
 NV0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0967
 NV0967  HISTORY     - Date     Condition        Report By
 NV0967  HISTORY     - 1946     MONUMENTED       USGS
 NV0967
 NV0967                          STATION DESCRIPTION
 NV0967
 NV0967'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV0967'LOCATED ABOUT 12 MI. (AIRLINE) SSE. OF GLENNS FERRY ON THE W. RIM OF A
 NV0967'MESA.
 NV0967'
 NV0967'TO REACH FROM HAMMETT, DRIVE W. ON U.S. HIGHWAY 30 FOR 1.2 MI., TURN
 NV0967'LEFT ONTO GRADED RD. 0.45 MI., TURN RIGHT (W.) 2.1 MI., CROSS INDIAN
 NV0967'COVE BRIDGE OVER THE SNAKE RIVER AND TURN LEFT (E.) ALONG THE RIVER
 NV0967'FOR 3.2 MI. TO A BARN ON THE RIGHT AND A WIRE GATE, CONTINUE ACROSS
 NV0967'SAILOR CREEK 1.2 MI. ALONG THE RIVER TO A RIGHT TURN UP A DRAW, GO
 NV0967'FOR 1.4 MI. TO THE SUMMIT NEAR A SHEEP GRAZING NOTICE AND BOUNDARY
 NV0967'POST ON RIGHT, FOLLOW RD. FOR 2.6 MI. TO A BLADED RD. COMING IN FROM
 NV0967'N., CONTINUE ON MAIN TRAVELED RD. 2.4 MI. TO A SMALL ROCK DAM ON THE
 NV0967'LEFT, BEAR TO THE LEFT ON THE MAIN TRAVELED RD. FOR 1.5 MI. TO A
 NV0967'Y-JUNCTION, TAKE RIGHT FORK FOR 1.1 MI. TO CROSSROADS, CONTINUE
 NV0967'STRAIGHT AHEAD 0.2 MI. TO Y-JUNCTION, TAKE LEFT FORK 1.2 MI. TO
 NV0967'Y-JUNCTION, TAKE RIGHT FORK 1.8 MI. TO Y-JUNCTION, TAKE LEFT FORK 1.5
 NV0967'MI., AT THIS POINT TAKE THE RD. LEFT UP ONTO THE RIM AND CONTINUE ON
 NV0967'FOR 1.1 MI. TO STATION WHICH IS LOCATED ABOUT 30 FT. E. OF THE RD.
 NV0967'
 NV0967'STATION MARK--STANDARD TABLET STAMPED---HORSE 1946---, CEMENTED IN
 NV0967'TOP OF A PARTIALLY BURIED BOULDER.
 NV0967'
 NV0967'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN TOP
 NV0967'OF A PARTIALLY BURIED BOULDER, 37.87 FT. FROM STATION MARK IN BEARING
 NV0967'N 67 DEG. 28 MIN. E.
 NV0967'
 NV0967'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN TOP
 NV0967'OF A PARTIALLY BURIED BOULDER, 37.16 FT. FROM STATION MARK IN BEARING
 NV0967'N 29 DEG. 19 MIN. W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0580 ***********************************************************************
 QZ0580  DESIGNATION -  HORSE CREEK BUTTE
 QZ0580  PID         -  QZ0580
 QZ0580  STATE/COUNTY-  ID/LEMHI
 QZ0580  USGS QUAD   -  HORSE CREEK BUTTE (1962)
 QZ0580
 QZ0580                         *CURRENT SURVEY CONTROL
 QZ0580  ___________________________________________________________________
 QZ0580* NAD 83(1992)-  45 25 47.05006(N)    114 30 15.62048(W)     ADJUSTED  
 QZ0580* NAVD 88     -      2546.7    (meters)    8355.     (feet)  VERTCON   
 QZ0580  ___________________________________________________________________
 QZ0580  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 QZ0580  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 QZ0580
 QZ0580  HORZ ORDER  -  THIRD
 QZ0580
 QZ0580.The horizontal coordinates were established by classical geodetic methods
 QZ0580.and adjusted by the National Geodetic Survey in July 1992..
 QZ0580
 QZ0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0580
 QZ0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0580
 QZ0580.The geoid height was determined by GEOID03.
 QZ0580
 QZ0580;                    North         East     Units Scale Factor Converg.
 QZ0580;SPC ID C     -   418,191.726   460,534.924   MT  0.99996651   -0 21 33.4
 QZ0580;UTM  11      - 5,033,720.223   695,219.532   MT  1.00006859   +1 46 42.4
 QZ0580
 QZ0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0580!SPC ID C     -   0.99960300  x   0.99996651  =   0.99956952
 QZ0580!UTM  11      -   0.99960300  x   1.00006859  =   0.99967156
 QZ0580
 QZ0580:                Primary Azimuth Mark                     Grid Az
 QZ0580:SPC ID C     -  LONG TOM 2                               210 04 02.1
 QZ0580:UTM  11      -  LONG TOM 2                               207 55 46.3
 QZ0580
 QZ0580|---------------------------------------------------------------------|
 QZ0580| PID    Reference Object                     Distance      Geod. Az  |
 QZ0580|                                                           dddmmss.s |
 QZ0580| QZ0589 LONG TOM 2                          APPROX.11.2 KM 2094228.7 |
 QZ0580| CH6690 HORSE CREEK BUTTE RM 1                6.306 METERS 23537     |
 QZ0580|---------------------------------------------------------------------|
 QZ0580
 QZ0580                          SUPERSEDED SURVEY CONTROL
 QZ0580
 QZ0580  NAD 83(1986)-  45 25 47.05078(N)    114 30 15.61208(W) AD(       ) 3
 QZ0580  NAD 27      -  45 25 47.35285(N)    114 30 12.28605(W) AD(       ) 3
 QZ0580  NGVD 29 (07/19/86) 2545.4    (m)         8351.     (f) VERT ANG       
 QZ0580
 QZ0580.Superseded values are not recommended for survey control.
 QZ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0580.See file dsdata.txt to determine how the superseded data were derived.
 QZ0580
 QZ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL9522033720(NAD 83)
 QZ0580
 QZ0580  HISTORY     - Date     Condition        Report By
 QZ0580  HISTORY     - 1925     MONUMENTED       USFS
 QZ0580  HISTORY     - 1959     GOOD             USGS
 QZ0580  HISTORY     - 1961     GOOD             USGS
 QZ0580
 QZ0580                          STATION DESCRIPTION
 QZ0580
 QZ0580'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 QZ0580'RECOVERED AS DESCRIBED.
 QZ0580'
 QZ0580'LOCATED ABOUT 11.5 MI NW. OF SHOUP.  ON DIVIDE BETWEEN HORSE CREEK
 QZ0580'AND OWL CREEK, ON PROMINENT MOUNTAIN CALLED HORSE CREEK BUTTE.
 QZ0580'
 QZ0580'NO TO REACH.
 QZ0580'
 QZ0580'STATION MARK--USDA FS TABLET STAMPED---HORSE CREEK BUTTE---, IN
 QZ0580'ROCK.
 QZ0580'
 QZ0580'RM 1--SQUARE CROSS ON ROCK.
 QZ0580
 QZ0580                          STATION RECOVERY (1961)
 QZ0580
 QZ0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QZ0580'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 QZ0580'STATION REACHED BY HELICOPTER.
 QZ0580'
 QZ0580'LOCATED ABOUT 11.5 MI. NW. OF SHOUP, ON DIVIDE BETWEEN HORSE CREEK AND
 QZ0580'OWL CREEK, ON PROMINENT MOUNTAIN CALLED HORSE CREEK BUTTE.
 QZ0580'
 QZ0580'STATION MARK--USDA TABLET STAMPED---HORSE CREEK BUTTE 1925---, SET
 QZ0580'IN ROCK.
 QZ0580'
 QZ0580'REFERENCE MARK NO. 1--SQUARE CROSS ON ROCK, 20.69 FT. FROM STATION
 QZ0580'MARK, S 55 DEG 35 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0585 ***********************************************************************
 QZ0585  DESIGNATION -  HORSE HEAVEN
 QZ0585  PID         -  QZ0585
 QZ0585  STATE/COUNTY-  ID/LEMHI
 QZ0585  USGS QUAD   -  LONG TOM MTN (1962)
 QZ0585
 QZ0585                         *CURRENT SURVEY CONTROL
 QZ0585  ___________________________________________________________________
 QZ0585* NAD 83(1992)-  45 15 46.64008(N)    114 32 48.21668(W)     ADJUSTED  
 QZ0585* NAVD 88     -      2467.0    (meters)    8094.     (feet)  VERTCON   
 QZ0585  ___________________________________________________________________
 QZ0585  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 QZ0585  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 QZ0585
 QZ0585  HORZ ORDER  -  SECOND
 QZ0585
 QZ0585.The horizontal coordinates were established by classical geodetic methods
 QZ0585.and adjusted by the National Geodetic Survey in July 1992..
 QZ0585
 QZ0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0585
 QZ0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0585
 QZ0585.The geoid height was determined by GEOID03.
 QZ0585
 QZ0585;                    North         East     Units Scale Factor Converg.
 QZ0585;SPC ID C     -   399,678.637   457,092.213   MT  0.99997000   -0 23 18.1
 QZ0585;SPC ID W     -   400,232.035   894,432.969   MT  1.00004294   +0 51 17.3
 QZ0585;UTM  11      - 5,015,089.998   692,468.531   MT  1.00005550   +1 44 35.5
 QZ0585
 QZ0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0585!SPC ID C     -   0.99961550  x   0.99997000  =   0.99958551
 QZ0585!SPC ID W     -   0.99961550  x   1.00004294  =   0.99965842
 QZ0585!UTM  11      -   0.99961550  x   1.00005550  =   0.99967098
 QZ0585
 QZ0585|---------------------------------------------------------------------|
 QZ0585| PID    Reference Object                     Distance      Geod. Az  |
 QZ0585|                                                           dddmmss.s |
 QZ0585| CH6691 HORSE HEAVEN RM 1                     5.276 METERS 11939     |
 QZ0585| QZ0597 BEE HIVE                            APPROX. 4.7 KM 1841503.5 |
 QZ0585| CH6692 HORSE HEAVEN RM 2                     4.270 METERS 22422     |
 QZ0585| QZ0584 HORSE HEAVEN LOT                     13.000 METERS 32829     |
 QZ0585|---------------------------------------------------------------------|
 QZ0585
 QZ0585                          SUPERSEDED SURVEY CONTROL
 QZ0585
 QZ0585  NAD 83(1986)-  45 15 46.64017(N)    114 32 48.20950(W) AD(       ) 2
 QZ0585  NAD 27      -  45 15 46.94400(N)    114 32 44.88000(W) AD(       ) 2
 QZ0585  NGVD 29 (07/19/86) 2465.7    (m)         8090.     (f) VERT ANG       
 QZ0585
 QZ0585.Superseded values are not recommended for survey control.
 QZ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0585.See file dsdata.txt to determine how the superseded data were derived.
 QZ0585
 QZ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL9246915090(NAD 83)
 QZ0585_MARKER: Z = SEE DESCRIPTION
 QZ0585_SETTING: 0 = UNSPECIFIED SETTING
 QZ0585
 QZ0585  HISTORY     - Date     Condition        Report By
 QZ0585  HISTORY     - 1945     MONUMENTED       CGS
 QZ0585  HISTORY     - 1958     GOOD             USGS
 QZ0585  HISTORY     - 1961     GOOD             USGS
 QZ0585
 QZ0585                          STATION DESCRIPTION
 QZ0585
 QZ0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0585'STATION IS LOCATED AT THE HORSE HEAVEN LOOKOUT CABIN OF THE FOREST
 QZ0585'SERVICE, ABOUT 3-1/2 MILES SE OF WHERE THE MIDDLE FORK RIVER
 QZ0585'EMPTIES INTO THE SALMON RIVER, AND ABOUT 15 MILES SW OF SHOUP
 QZ0585'POST OFFICE.  THE MARK IS SET FLUSH IN OUTCROPPING BEDROCK,
 QZ0585'42.7 FEET SE OF THE CENTER OF THE LOOKOUT CABIN ON THE HIGHEST
 QZ0585'PART OF THE MOUNTAIN.  STATION MARK IS A BRONZE STATION DISK AND
 QZ0585'IS STAMPED HORSE HEAVEN 1945.
 QZ0585'
 QZ0585'REFERENCE MARK 1 IS E OF THE STATION, IN OUTCROPPING BEDROCK
 QZ0585'WHICH PROJECTS 5 FEET, AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 QZ0585'IT IS A BRONZE REFERENCE DISK.
 QZ0585'
 QZ0585'REFERENCE MARK 2 IS SW OF THE STATION AND SET FLUSH IN OUTCROPPING
 QZ0585'BEDROCK WHICH IS ABOUT 4 FEET LOWER THAN THE STATION MARK.  IT IS
 QZ0585'A BRONZE REFERENCE DISK.
 QZ0585'
 QZ0585'THE REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 QZ0585'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 QZ0585'
 QZ0585'TO REACH FROM NORTH FORK WHICH IS ON ROUTE 93, ABOUT 21-1/2
 QZ0585'MILES N OF SALMON, GO W DOWN THE N SIDE OF THE SALMON RIVER FOR
 QZ0585'10.5 MILES TO INDIANOLA RANGER STATION, THENCE CONTINUE ON DOWN
 QZ0585'THE RIVER FOR 9.55 MILES TO BRIDGE ACROSS RIVER AT PINE CREEK,
 QZ0585'CROSS BRIDGE AND CONTINUE DOWN THE S SIDE OF THE RIVER FOR 7.0
 QZ0585'MILES TO A SIDE ROAD LEFT UP PANTHER CREEK, THENCE CONTINUE FOR
 QZ0585'0.9 MILE TO BRIDGE ACROSS THE SALMON RIVER, CROSS BRIDGE AND GO
 QZ0585'DOWN THE N SIDE OF THE RIVER FOR 6.15 MILES TO OLD CCC CAMP
 QZ0585'WITH A FEW BUILDINGS ON THE LEFT OF THE ROAD, THENCE CONTINUE
 QZ0585'FOR 1.35 MILES TO A CABLE CROSSING.  FORD RIVER ABOUT 300 FEET E
 QZ0585'OF THE CABLE WITH HORSES AND FOLLOW TRAIL FOR ABOUT 1/4 MILE
 QZ0585'TO AN OLD HOUSE, THEN GO S UP CANYON FOR 50 YARDS TO WHERE THE
 QZ0585'FOREST SERVICE TRAIL IS VISIBLE TO RIGHT WINDING UP THE
 QZ0585'STEEP RIDGE, ANGLE RIGHT ONTO THIS TRAIL AND FOLLOW TO TOP
 QZ0585'OF RIDGE AND ON OUT THE RIDGE TO THE HORSE HAVEN LOOKOUT
 QZ0585'CABIN.  THE TRAIL IS WELL BLAZED AND FOLLOWS ALONG THE TELEPHONE
 QZ0585'LINE TO THE LOOKOUT.  STATION IS JUST SE OF THE CABIN IN
 QZ0585'OUTCROPPING BEDROCK.  ABOUT A 5-HOUR HORSE PACK FROM THE
 QZ0585'SALMON RIVER.
 QZ0585
 QZ0585                          STATION RECOVERY (1958)
 QZ0585
 QZ0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QZ0585'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 QZ0585
 QZ0585                          STATION RECOVERY (1961)
 QZ0585
 QZ0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QZ0585'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 QZ0585'STATION REACHED BY HELICOPTER.  LOH HAS BEEN ABANDONED AND HAS
 QZ0585'CAVED IN ON ONE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0584 ***********************************************************************
 QZ0584  DESIGNATION -  HORSE HEAVEN LOT
 QZ0584  PID         -  QZ0584
 QZ0584  STATE/COUNTY-  ID/LEMHI
 QZ0584  USGS QUAD   -  LONG TOM MTN (1962)
 QZ0584
 QZ0584                         *CURRENT SURVEY CONTROL
 QZ0584  ___________________________________________________________________
 QZ0584* NAD 83(1992)-  45 15 46.99909(N)    114 32 48.52831(W)     ADJUSTED  
 QZ0584* NAVD 88     -                                                        
 QZ0584  ___________________________________________________________________
 QZ0584  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 QZ0584  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 QZ0584
 QZ0584  HORZ ORDER  -  THIRD
 QZ0584
 QZ0584.The horizontal coordinates were established by classical geodetic methods
 QZ0584.and adjusted by the National Geodetic Survey in July 1992..
 QZ0584
 QZ0584
 QZ0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0584
 QZ0584.The geoid height was determined by GEOID03.
 QZ0584
 QZ0584;                    North         East     Units Scale Factor Converg.
 QZ0584;SPC ID C     -   399,689.766   457,085.495   MT  0.99997000   -0 23 18.4
 QZ0584;SPC ID W     -   400,243.016   894,426.010   MT  1.00004293   +0 51 17.1
 QZ0584;UTM  11      - 5,015,100.870   692,461.403   MT  1.00005546   +1 44 35.3
 QZ0584
 QZ0584                          SUPERSEDED SURVEY CONTROL
 QZ0584
 QZ0584  NAD 83(1986)-  45 15 46.99919(N)    114 32 48.52113(W) AD(       ) 4
 QZ0584  NAD 27      -  45 15 47.30300(N)    114 32 45.19200(W) AD(       ) 3
 QZ0584
 QZ0584.Superseded values are not recommended for survey control.
 QZ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0584.See file dsdata.txt to determine how the superseded data were derived.
 QZ0584
 QZ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL9246115101(NAD 83)
 QZ0584
 QZ0584  HISTORY     - Date     Condition        Report By
 QZ0584  HISTORY     - 1945     MONUMENTED       CGS
 QZ0584
 QZ0584                          STATION DESCRIPTION
 QZ0584
 QZ0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0584'THE STATION IS LOCATED ABOUT 3-1/2 MILES SE OF THE CONFLUENCE OF
 QZ0584'THE MIDDLE FORK AND SALMON RIVERS, AND ABOUT 15 MILES SW OF SHOUP
 QZ0584'POST OFFICE, ON A ROUND-TOPPED BARE HILL KNOWN AS HORSE HEAVEN.
 QZ0584'IT IS A WOODEN STRUCTURE ABOUT 20 FEET BY 20 FEET IN DIAMETER,
 QZ0584'PAINTED WHITE, AN WITH AN ALIDADE MOUNTED IN THE CENTER OF THE
 QZ0584'BUILDING.
 QZ0584'
 QZ0584'LOCATED TO TRIANGULATION STATION HORSE HEAVEN BY DISTANCE AND
 QZ0584'DIRECTION.  IT IS 12.39 METERS N OF STATION HORSE HEAVEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0610 ***********************************************************************
 QZ0610  DESIGNATION -  HORSE MTN
 QZ0610  PID         -  QZ0610
 QZ0610  STATE/COUNTY-  ID/VALLEY
 QZ0610  USGS QUAD   -  VINEGAR HILL (1962)
 QZ0610
 QZ0610                         *CURRENT SURVEY CONTROL
 QZ0610  ___________________________________________________________________
 QZ0610* NAD 83(1992)-  45 07 47.35667(N)    114 52 50.86216(W)     ADJUSTED  
 QZ0610* NAVD 88     -      2495.9    (meters)    8189.     (feet)  VERTCON   
 QZ0610  ___________________________________________________________________
 QZ0610  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 QZ0610  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 QZ0610
 QZ0610  HORZ ORDER  -  THIRD
 QZ0610
 QZ0610.The horizontal coordinates were established by classical geodetic methods
 QZ0610.and adjusted by the National Geodetic Survey in July 1992..
 QZ0610
 QZ0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0610
 QZ0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0610
 QZ0610.The geoid height was determined by GEOID03.
 QZ0610
 QZ0610;                    North         East     Units Scale Factor Converg.
 QZ0610;SPC ID W     -   385,100.210   868,374.553   MT  0.99999080   +0 36 57.7
 QZ0610;UTM  11      - 4,999,556.740   666,648.041   MT  0.99994148   +1 30 08.1
 QZ0610
 QZ0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0610!SPC ID W     -   0.99961102  x   0.99999080  =   0.99960183
 QZ0610!UTM  11      -   0.99961102  x   0.99994148  =   0.99955253
 QZ0610
 QZ0610|---------------------------------------------------------------------|
 QZ0610| PID    Reference Object                     Distance      Geod. Az  |
 QZ0610|                                                           dddmmss.s |
 QZ0610| CH6693 HORSE MOUNTAIN LOOKOUT ECC           20.696 METERS 14318     |
 QZ0610| QZ0607 MORMON MOUNTAIN                     APPROX.12.7 KM 1800653.0 |
 QZ0610| CH6697 HORSE MTN RM 1                        3.697 METERS 21947     |
 QZ0610| CH6698 HORSE MTN RM 2                        3.892 METERS 34101     |
 QZ0610|---------------------------------------------------------------------|
 QZ0610
 QZ0610                          SUPERSEDED SURVEY CONTROL
 QZ0610
 QZ0610  NAD 83(1986)-  45 07 47.35756(N)    114 52 50.85655(W) AD(       ) 3
 QZ0610  NAD 27      -  45 07 47.66570(N)    114 52 47.50181(W) AD(       ) 3
 QZ0610  NGVD 29 (07/19/86) 2494.5    (m)         8184.     (f) VERT ANG       
 QZ0610
 QZ0610.Superseded values are not recommended for survey control.
 QZ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0610.See file dsdata.txt to determine how the superseded data were derived.
 QZ0610
 QZ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK6664899557(NAD 83)
 QZ0610_MARKER: DD = SURVEY DISK
 QZ0610_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0610
 QZ0610  HISTORY     - Date     Condition        Report By
 QZ0610  HISTORY     - 1961     MONUMENTED       USGS
 QZ0610
 QZ0610                          STATION DESCRIPTION
 QZ0610
 QZ0610'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QZ0610'LOCATED ABOUT 30.5 MI W. OF COPPER CREEK RANGER STATION, 28 MI
 QZ0610'NW. OF MEYERS COVE, 18.5 MI SW. OF JCT. OF MIDDLE FORK AND SALMON
 QZ0610'RIVERS.  ON HORSE MOUNTAIN.
 QZ0610'
 QZ0610'STATION REACHED BY HELICOPTER.
 QZ0610'
 QZ0610'STATION MARK--STANDARD TABLET STAMPED---HORSE MTN 1961---, CEMENTED
 QZ0610'IN ROCK OUTCROP.
 QZ0610'
 QZ0610'REFERENCE MARK NO. 1--CHISELED CROSS IN LARGE BOULDER, 3.9 FT. LOWER
 QZ0610'THAN STATION MARK, 12.13 FT. FROM STATION MARK, S 39 DEG 47 MIN W.
 QZ0610'
 QZ0610'REFERENCE MARK NO. 2--CHISELED CROSS IN LARGE BOULDER, 6.8 FT. LOWER
 QZ0610'THAN STATION MARK, 12.77 FT. FROM STATION MARK, N 19 DEG W.
 QZ0610'
 QZ0610'HORSE MOUNTAIN LOT--NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1348 ***********************************************************************
 RA1348  DESIGNATION -  HORSE MTN
 RA1348  PID         -  RA1348
 RA1348  STATE/COUNTY-  ID/ADAMS
 RA1348  USGS QUAD   -  CUPRUM (1990)
 RA1348
 RA1348                         *CURRENT SURVEY CONTROL
 RA1348  ___________________________________________________________________
 RA1348* NAD 83(1992)-  45 07 19.03228(N)    116 40 11.54286(W)     ADJUSTED  
 RA1348* NAVD 88     -      2100.5    (meters)    6891.     (feet)  VERTCON   
 RA1348  ___________________________________________________________________
 RA1348  LAPLACE CORR-          12.63  (seconds)                    DEFLEC99
 RA1348  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 RA1348
 RA1348  HORZ ORDER  -  FIRST
 RA1348
 RA1348.The horizontal coordinates were established by classical geodetic methods
 RA1348.and adjusted by the National Geodetic Survey in July 1992..
 RA1348
 RA1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1348
 RA1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1348
 RA1348.The geoid height was determined by GEOID03.
 RA1348
 RA1348;                    North         East     Units Scale Factor Converg.
 RA1348;SPC ID W     -   384,269.982   727,629.781   MT  0.99999771   -0 39 06.7
 RA1348;SPC OR N     -   168,854.410 2,801,207.547   MT  0.99989491   +2 42 58.6
 RA1348;SPC OR N     -   553,984.28  9,190,313.47   iFT  0.99989491   +2 42 58.6
 RA1348;UTM  11      - 4,996,551.027   525,963.801   MT  0.99960829   +0 14 02.2
 RA1348
 RA1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1348!SPC ID W     -   0.99967319  x   0.99999771  =   0.99967090
 RA1348!SPC OR N     -   0.99967319  x   0.99989491  =   0.99956814
 RA1348!UTM  11      -   0.99967319  x   0.99960829  =   0.99928161
 RA1348
 RA1348:                Primary Azimuth Mark                     Grid Az
 RA1348:SPC ID W     -  HORSE MTN AZ MK                          155 54 24.1
 RA1348:SPC OR N     -  HORSE MTN AZ MK                          152 32 18.8
 RA1348:UTM  11      -  HORSE MTN AZ MK                          155 01 15.2
 RA1348
 RA1348|---------------------------------------------------------------------|
 RA1348| PID    Reference Object                     Distance      Geod. Az  |
 RA1348|                                                           dddmmss.s |
 RA1348| CH6694 HORSE MTN AZ MK                                    1551517.4 |
 RA1348| RA1347 HORSE MTN LOOKOUT TOWER               0.075 METERS 20820     |
 RA1348| CH6696 HORSE MTN RM 2                       64.212 METERS 27629     |
 RA1348| CH6695 HORSE MTN RM 1                        6.010 METERS 27848     |
 RA1348|---------------------------------------------------------------------|
 RA1348
 RA1348                          SUPERSEDED SURVEY CONTROL
 RA1348
 RA1348  NAD 83(1991)-  45 07 19.03255(N)    116 40 11.54257(W) AD(       ) 1
 RA1348  NAD 83(1986)-  45 07 19.03313(N)    116 40 11.54176(W) AD(       ) 1
 RA1348  NAD 27      -  45 07 19.46681(N)    116 40 08.02323(W) AD(       ) 1
 RA1348  NGVD 29 (07/19/86) 2099.3    (m)         6887.     (f) VERT ANG       
 RA1348
 RA1348.Superseded values are not recommended for survey control.
 RA1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1348.See file dsdata.txt to determine how the superseded data were derived.
 RA1348
 RA1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK2596496551(NAD 83)
 RA1348_MARKER: Z = SEE DESCRIPTION
 RA1348_SETTING: 0 = UNSPECIFIED SETTING
 RA1348
 RA1348  HISTORY     - Date     Condition        Report By
 RA1348  HISTORY     - 1945     MONUMENTED       USGS
 RA1348  HISTORY     - 1966     SEE DESCRIPTION  CGS
 RA1348
 RA1348                          STATION DESCRIPTION
 RA1348
 RA1348'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (JTJ)
 RA1348'THE STATION IS LOCATED APPROXIMATELY 2 MILES E OF THE SNAKE RIVER,
 RA1348'2 MILES NE OF CUPRUM, ON THE HIGHEST PART OF HORSE MOUNTAIN, AND
 RA1348'UNDER THE HORSE MOUNTAIN LOOKOUT TOWER.  THE MARK IS AN OUTCROPPING
 RA1348'BEDROCK, PROJECTING 2 FEET, 53 FEET W OF THE FOREST RANGERS HOUSE,
 RA1348'AND 24 FEET FROM A WOODEN WITNESS POST.
 RA1348'
 RA1348'THE DISK IS A STANDARD U.S. GEOLOGICAL SURVEY MARK.
 RA1348'
 RA1348'REFERENCE MARK 1 IS 19.70 FEET W OF THE STATION, 15 FEET NW
 RA1348'OF THE SW LEG OF THE LOOKOUT TOWER.  THE MARK IS IN A 3-INCH IRON
 RA1348'PIPE SET IN AN IRREGULAR MASS OF CONCRETE AND IS A BRONZE DISK
 RA1348'STAMPED HORSE MTN NO 1 1945.
 RA1348'
 RA1348'REFERENCE MARK 2 IS 209.68 FEET W OF THE STATION AND PROJECTS
 RA1348'2 FEET.  IT IS A BRONZE REFERENCE DISK STAMPED HORSE MTN NO 2
 RA1348'1945 AND IS SET IN CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK.
 RA1348'
 RA1348'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE S OF THE STATION,
 RA1348'ON THE S EDGE OF THE FLAT PART OF THE MOUNTAIN, 82 FEET W OF A LONE
 RA1348'PINE TREE.  IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE IN A
 RA1348'DEPRESSION IN OUTCROPPING BEDROCK AND IS STAMPED HORSE MTN 1945.
 RA1348'
 RA1348'TO REACH THE STATION FROM CUPRUM HOTEL, GO NW FOR 0.8 MILE TO
 RA1348'A FORK, TAKE THE LEFT FOR 4.2 MILES TO A FORK, TAKE LEFT FORK FOR
 RA1348'0.75 MILE TO THE SUMMIT OF THE RIDGE AND A REVERSE Y, TURN
 RA1348'SHARP LEFT FOR 0.45 MILE TO THE LOOKOUT TOWER AND THE STATION.
 RA1348'
 RA1348'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S 0.2 MILE ALONG
 RA1348'THE TOP OF THE MOUNTAIN TO THE AZIMUTH MARK AS DESCRIBED.
 RA1348
 RA1348                          STATION RECOVERY (1966)
 RA1348
 RA1348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 RA1348'STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 RA1348'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1945 DESCRIPTION
 RA1348'IS ADEQUATE.
 RA1348'
 RA1348'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RA1348'22 MILES NORTHWEST OF NEW MEADOWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1347 ***********************************************************************
 RA1347  DESIGNATION -  HORSE MTN LOOKOUT TOWER
 RA1347  PID         -  RA1347
 RA1347  STATE/COUNTY-  ID/ADAMS
 RA1347  USGS QUAD   -  CUPRUM (1990)
 RA1347
 RA1347                         *CURRENT SURVEY CONTROL
 RA1347  ___________________________________________________________________
 RA1347* NAD 83(1992)-  45 07 19.03014(N)    116 40 11.54449(W)     ADJUSTED  
 RA1347* NAVD 88     -      2100.     (meters)    6890.     (feet)  SCALED    
 RA1347  ___________________________________________________________________
 RA1347  LAPLACE CORR-          12.63  (seconds)                    DEFLEC99
 RA1347  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 RA1347
 RA1347  HORZ ORDER  -  SECOND
 RA1347
 RA1347.The horizontal coordinates were established by classical geodetic methods
 RA1347.and adjusted by the National Geodetic Survey in July 1992..
 RA1347
 RA1347.The orthometric height was scaled from a topographic map.
 RA1347
 RA1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1347
 RA1347.The geoid height was determined by GEOID03.
 RA1347
 RA1347;                    North         East     Units Scale Factor Converg.
 RA1347;SPC ID W     -   384,269.916   727,629.745   MT  0.99999771   -0 39 06.7
 RA1347;SPC OR N     -   168,854.342 2,801,207.514   MT  0.99989491   +2 42 58.6
 RA1347;SPC OR N     -   553,984.06  9,190,313.37   iFT  0.99989491   +2 42 58.6
 RA1347;UTM  11      - 4,996,550.961   525,963.766   MT  0.99960829   +0 14 02.2
 RA1347
 RA1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1347!SPC ID W     -   0.99967324  x   0.99999771  =   0.99967095
 RA1347!SPC OR N     -   0.99967324  x   0.99989491  =   0.99956818
 RA1347!UTM  11      -   0.99967324  x   0.99960829  =   0.99928166
 RA1347
 RA1347                          SUPERSEDED SURVEY CONTROL
 RA1347
 RA1347  NAD 83(1991)-  45 07 19.03038(N)    116 40 11.54415(W) AD(       ) 2
 RA1347  NAD 83(1986)-  45 07 19.03416(N)    116 40 11.54245(W) AD(       ) 2
 RA1347  NAD 27      -  45 07 19.46802(N)    116 40 08.02398(W) AD(       ) 2
 RA1347
 RA1347.Superseded values are not recommended for survey control.
 RA1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1347.See file dsdata.txt to determine how the superseded data were derived.
 RA1347
 RA1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK2596496551(NAD 83)
 RA1347
 RA1347  HISTORY     - Date     Condition        Report By
 RA1347  HISTORY     - 1966     MONUMENTED       CGS
 RA1347
 RA1347                          STATION DESCRIPTION
 RA1347
 RA1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 RA1347'STATION IS LOCATED ABOUT 2 MILES EAST OF THE SNAKE RIVER, 2 MILES
 RA1347'NORTHEAST OF CUPRUM AND IS ON THE HIGHEST PART OF HORSE MOUNTAIN.
 RA1347'
 RA1347'TO REACH FROM THE POST OFFICE IN CUPRUM, GO NORTHEAST ON A
 RA1347'BLADED ROAD FOR 0.6 MILE TO A FORK AND SIGN LOCKWOOD SADDLE 5,
 RA1347'TAKE THE LEFT FORK AND GO 4.8 MILES TO A SIDE ROAD LEFT IN A
 RA1347'SADDLE AND SIGN HORSE MTN L.O. 1, TURN LEFT AND GO 1.4 MILES TO
 RA1347'THE HIGHEST POINT AND THE STATION.
 RA1347'
 RA1347'THE POINT INTERSECTED WAS THE TOP-CENTER OF THE LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0719 ***********************************************************************
 PZ0719  DESIGNATION -  HORSE PRAIRIE RESET
 PZ0719  PID         -  PZ0719
 PZ0719  STATE/COUNTY-  ID/LEMHI
 PZ0719  USGS QUAD   -  DEADMAN PASS (1988)
 PZ0719
 PZ0719                         *CURRENT SURVEY CONTROL
 PZ0719  ___________________________________________________________________
 PZ0719* NAD 83(1992)-  44 45 35.53968(N)    113 08 15.70814(W)     ADJUSTED  
 PZ0719* NAVD 88     -      3108.6    (meters)   10199.     (feet)  VERTCON   
 PZ0719  ___________________________________________________________________
 PZ0719  LAPLACE CORR-           6.48  (seconds)                    DEFLEC99
 PZ0719  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 PZ0719
 PZ0719  HORZ ORDER  -  THIRD
 PZ0719
 PZ0719.The horizontal coordinates were established by classical geodetic methods
 PZ0719.and adjusted by the National Geodetic Survey in July 1992..
 PZ0719
 PZ0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0719
 PZ0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0719
 PZ0719.The geoid height was determined by GEOID03.
 PZ0719
 PZ0719;                    North         East     Units Scale Factor Converg.
 PZ0719;SPC ID C     -   343,989.239   568,269.706   MT  1.00000466   +0 36 25.9
 PZ0719;UTM  12      - 4,958,498.683   330,814.159   MT  0.99995200   -1 30 20.1
 PZ0719
 PZ0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0719!SPC ID C     -   0.99951456  x   1.00000466  =   0.99951922
 PZ0719!UTM  12      -   0.99951456  x   0.99995200  =   0.99946658
 PZ0719
 PZ0719:                Primary Azimuth Mark                     Grid Az
 PZ0719:SPC ID C     -  PASS                                     231 36 49.6
 PZ0719:UTM  12      -  PASS                                     233 43 35.6
 PZ0719
 PZ0719|---------------------------------------------------------------------|
 PZ0719| PID    Reference Object                     Distance      Geod. Az  |
 PZ0719|                                                           dddmmss.s |
 PZ0719| PZ0727 PASS                                APPROX. 8.3 KM 2321315.5 |
 PZ0719|---------------------------------------------------------------------|
 PZ0719
 PZ0719                          SUPERSEDED SURVEY CONTROL
 PZ0719
 PZ0719  NAD 83(1986)-  44 45 35.53616(N)    113 08 15.71311(W) AD(       ) 3
 PZ0719  NAD 27      -  44 45 35.77152(N)    113 08 12.62923(W) AD(       ) 3
 PZ0719  NGVD 29 (07/19/86) 3107.0    (m)        10194.     (f) VERT ANG       
 PZ0719
 PZ0719.Superseded values are not recommended for survey control.
 PZ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0719.See file dsdata.txt to determine how the superseded data were derived.
 PZ0719
 PZ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ3081458499(NAD 83)
 PZ0719_MARKER: X = CHISELED CROSS
 PZ0719_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0719_SP_SET: SET IN BEDROCK
 PZ0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0719+STABILITY: POSITION/ELEVATION WELL
 PZ0719
 PZ0719  HISTORY     - Date     Condition        Report By
 PZ0719  HISTORY     - 1956     MONUMENTED       USGS
 PZ0719  HISTORY     - 1965     GOOD             USGS
 PZ0719
 PZ0719                          STATION DESCRIPTION
 PZ0719
 PZ0719'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0719'LOCATED ABOUT 20 MI NE. OF JUNCTION AND LEADORE.  ON HIGH HILL AT
 PZ0719'HEAD OF EAST FORK CANYON CREEK ON CONTINENTAL DIVIDE BETWEEN
 PZ0719'MT-ID NEAR BOUNDARY POST 537.12M.
 PZ0719'
 PZ0719'STATION MARK--CHISELED CROSS ON SOLID ROCK UNDER LARGE MONUMENT.
 PZ0719'
 PZ0719'RM 1--STATE BOUNDARY POST 537.12M.
 PZ0719'
 PZ0719'TO REACH AS FOLLOWS
 PZ0719'
 PZ0719'TO REACH FROM LEADORE, P.O., DRIVE E. ON STATE HIGHWAY 29 FOR 0.4 MI.
 PZ0719'TO A THREE-WAY RD. FORKS, TAKE RIGHT FORK 3.7 MI. TO RD. FORKS, TAKE
 PZ0719'LEFT FORK (HAWLEY CR. RD.) FOR 2.9 MI. TO RD. FORKS, TAKE LEFT FORK
 PZ0719'2.5 MI. TO RD. FORKS, TAKE RIGHT FORK 1.0 MI. TO RD. FORKS, TAKE LEFT
 PZ0719'FORK (RESERVOIR CR. RD.) FOR 1.4 MI., CROSS QUAKING ASP CREEK, THENCE
 PZ0719'THROUGH GATE FOR 0.2 MI., LEAVE RD. N. (LEFT) ON DIM RD., FOLLOW VERY
 PZ0719'DIM RD. GENERALLY N. ALONG RIDGE LINE 7.5 MI. TO HIGHEST PART OF ROCKY
 PZ0719'TOP KNOWN AS ELK MTN. AND STATION.  (RECOMMEND 4-WHEEL DRIVE VEHICLE.)
 PZ0719'
 PZ0719'STATION MARK--STANDARD TABLET STAMPED---HORSE PRAIRIE 1956---,
 PZ0719'CEMENTED IN DRILL HOLE IN CENTER OF EXISTING CHISELED CROSS ON SOLID
 PZ0719'ROCK OUTCROP.
 PZ0719'
 PZ0719'REFERENCE MARK NO. 1--EXISTING IDAHO-MONTANA BOUNDARY MONUMENT IRON
 PZ0719'PIPE WITH CAP STAMPED---537.12M---, 52.57 FT. FROM STATION MARK,
 PZ0719'S 18 DEG 15 MIN E.
 PZ0719'
 PZ0719'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PZ0719'1956---, CEMENTED IN DRILL HOLE IN ROCK OUTCROP ON EDGE OF SMALL
 PZ0719'CLIFF, 18.05 FT. FROM STATION MARK, N 36 DEG 45 MIN E.
 PZ0719
 PZ0719                          STATION RECOVERY (1965)
 PZ0719
 PZ0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PZ0719'ORIGINAL STATION, A CHISELED CROSS, WAS ESTABLISHED BY USGS IN 1915.
 PZ0719'RECOVERED BY USGS IN 1956 AND REDESCRIBED AS FOLLOWS
 PZ0719'
 PZ0719'STATION MARK--STANDARD TABLET STAMPED---HORSE PRAIRIE 1956 ET
 PZ0719'1965---, CEMENTED IN DRILL HOLE IN CENTER OF EXISTING CHISELED CROSS
 PZ0719'ON SOLID ROCK OUTCROP.
 PZ0719'
 PZ0719'REFERENCE MARK NO. 1--EXISTING IDAHO-MONTANA BOUNDARY MONUMENT IRON
 PZ0719'PIPE WITH CAP, STAMPED---537.12 M---, 52.57 FT. FROM STATION
 PZ0719'18 DEGREES 15 MINUTES NW.
 PZ0719'
 PZ0719'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 PZ0719'1956---, CEMENTED IN DRILL HOLE IN ROCK OUTCROP ON EDGE OF SMALL
 PZ0719'CLIFF, 18.05 FT. FROM STATION 37 DEGREES 25 MINUTES SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0972 ***********************************************************************
 OZ0972  DESIGNATION -  HORTON
 OZ0972  PID         -  OZ0972
 OZ0972  STATE/COUNTY-  ID/CUSTER
 OZ0972  USGS QUAD   -  HORTON PEAK (1970)
 OZ0972
 OZ0972                         *CURRENT SURVEY CONTROL
 OZ0972  ___________________________________________________________________
 OZ0972* NAD 83(1992)-  43 57 56.66806(N)    114 44 54.48316(W)     ADJUSTED  
 OZ0972* NAVD 88     -      3017.8    (meters)    9901.     (feet)  VERTCON   
 OZ0972  ___________________________________________________________________
 OZ0972  LAPLACE CORR-          14.26  (seconds)                    DEFLEC99
 OZ0972  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 OZ0972
 OZ0972  HORZ ORDER  -  THIRD
 OZ0972
 OZ0972.The horizontal coordinates were established by classical geodetic methods
 OZ0972.and adjusted by the National Geodetic Survey in July 1992..
 OZ0972
 OZ0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0972
 OZ0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0972
 OZ0972.The geoid height was determined by GEOID03.
 OZ0972
 OZ0972;                    North         East     Units Scale Factor Converg.
 OZ0972;SPC ID C     -   255,661.189   439,936.832   MT  0.99999172   -0 31 10.6
 OZ0972;UTM  11      - 4,870,532.180   680,620.201   MT  1.00000126   +1 33 48.6
 OZ0972
 OZ0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0972!SPC ID C     -   0.99952897  x   0.99999172  =   0.99952070
 OZ0972!UTM  11      -   0.99952897  x   1.00000126  =   0.99953023
 OZ0972
 OZ0972|---------------------------------------------------------------------|
 OZ0972| PID    Reference Object                     Distance      Geod. Az  |
 OZ0972|                                                           dddmmss.s |
 OZ0972| CD5284 HORTON RM 2                          12.564 METERS 06632     |
 OZ0972| CD5282 HORTON LOT                            6.197 METERS 12203     |
 OZ0972| OZ0979 SNOWYSIDE                           APPROX.18.2 KM 2602348.7 |
 OZ0972| CD5283 HORTON RM 1                           5.182 METERS 28628     |
 OZ0972|---------------------------------------------------------------------|
 OZ0972
 OZ0972                          SUPERSEDED SURVEY CONTROL
 OZ0972
 OZ0972  NAD 83(1986)-  43 57 56.66653(N)    114 44 54.47762(W) AD(       ) 3
 OZ0972  NAD 27      -  43 57 56.99402(N)    114 44 51.23297(W) AD(       ) 3
 OZ0972  NGVD 29 (07/19/86) 3016.3    (m)         9896.     (f) VERT ANG       
 OZ0972
 OZ0972.Superseded values are not recommended for survey control.
 OZ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0972.See file dsdata.txt to determine how the superseded data were derived.
 OZ0972
 OZ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ8062070532(NAD 83)
 OZ0972_MARKER: DD = SURVEY DISK
 OZ0972_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0972+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2002
 OZ0972
 OZ0972  HISTORY     - Date     Condition        Report By
 OZ0972  HISTORY     - 1961     MONUMENTED       USGS
 OZ0972  HISTORY     - 20020629 GOOD             INDIV
 OZ0972
 OZ0972                          STATION DESCRIPTION
 OZ0972
 OZ0972'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 OZ0972'LOCATED ABOUT 5.0 MI. (AIRLINE) NE. OF THE E. END OF PERKINS LAKE AND
 OZ0972'ABOUT 5.7 MI. SE. BY E. OF THE E. END OF PETITT LAKE, ON THE SAME TOP
 OZ0972'BEING OCCUPIED BY HORTON LOT.
 OZ0972'
 OZ0972'STATION REACHED BY HELICOPTER.
 OZ0972'
 OZ0972'STATION MARK--STANDARD TABLET CEMENTED IN A SMALL ROCK OUTCROP AT THE
 OZ0972'SAME LEVEL AS THE BASE OF THE TOWER AND NEAR THE ENTRANCE TO THE
 OZ0972'TOWER.  TABLET STAMPED---HORTON 1961---.
 OZ0972'
 OZ0972'REFERENCE MARK NO. 1--A 1/2 IN. STEEL ROD DRIVEN INTO THE GROUND AND
 OZ0972'LEFT PROTRUDING 6 IN.  SURROUNDED BY A SMALL ROCK CAIRN, 17 FT. FROM
 OZ0972'AND 4.3 FT. BELOW THE STATION MARK, N 73 DEG 32 MIN W.
 OZ0972'
 OZ0972'REFERENCE MARK NO. 2--A 1/2 IN. STEEL ROD DRIVEN INTO THE GROUND AND
 OZ0972'LEFT PROTRUDING 6 IN.  SURROUNDED BY A SMALL ROCK CAIRN, 41.22 FT.
 OZ0972'FROM AND 5.5 FT. BELOW THE STATION MARK, N 66 DEG 32 MIN E.
 OZ0972
 OZ0972                          STATION RECOVERY (2002)
 OZ0972
 OZ0972'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (ZDV)
 OZ0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1101 ***********************************************************************
 TO1101  DESIGNATION -  HORTON RIDGE LOT
 TO1101  PID         -  TO1101
 TO1101  STATE/COUNTY-  ID/BOUNDARY
 TO1101  USGS QUAD   -  MOUNT ROOTHAAN (1992)
 TO1101
 TO1101                         *CURRENT SURVEY CONTROL
 TO1101  ___________________________________________________________________
 TO1101* NAD 83(1992)-  48 36 28.43485(N)    116 44 08.63859(W)     ADJUSTED  
 TO1101* NAVD 88     -      1857.8    (meters)    6095.     (feet)  VERTCON   
 TO1101  ___________________________________________________________________
 TO1101  LAPLACE CORR-          12.45  (seconds)                    DEFLEC99
 TO1101  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 TO1101
 TO1101  HORZ ORDER  -  THIRD
 TO1101
 TO1101.The horizontal coordinates were established by classical geodetic methods
 TO1101.and adjusted by the National Geodetic Survey in July 1992..
 TO1101
 TO1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1101
 TO1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1101
 TO1101.The geoid height was determined by GEOID03.
 TO1101
 TO1101;                    North         East     Units Scale Factor Converg.
 TO1101;SPC ID W     -   771,827.764   727,312.969   MT  0.99999822   -0 44 22.3
 TO1101;UTM  11      - 5,383,902.919   519,480.422   MT  0.99960466   +0 11 53.7
 TO1101
 TO1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1101!SPC ID W     -   0.99971144  x   0.99999822  =   0.99970966
 TO1101!UTM  11      -   0.99971144  x   0.99960466  =   0.99931621
 TO1101
 TO1101:                Primary Azimuth Mark                     Grid Az
 TO1101:SPC ID W     -  6621 VA                                  352 33 39.9
 TO1101:UTM  11      -  6621 VA                                  351 37 23.9
 TO1101
 TO1101|---------------------------------------------------------------------|
 TO1101| PID    Reference Object                     Distance      Geod. Az  |
 TO1101|                                                           dddmmss.s |
 TO1101| TO1105 6621 VA                             APPROX. 7.0 KM 3514917.6 |
 TO1101|---------------------------------------------------------------------|
 TO1101
 TO1101                          SUPERSEDED SURVEY CONTROL
 TO1101
 TO1101  NAD 83(1986)-  48 36 28.43734(N)    116 44 08.63826(W) AD(       ) 3
 TO1101  NAD 27      -  48 36 28.63762(N)    116 44 04.90014(W) AD(       ) 3
 TO1101  NGVD 29 (07/19/86) 1856.5    (m)         6091.     (f) VERT ANG       
 TO1101
 TO1101.Superseded values are not recommended for survey control.
 TO1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1101.See file dsdata.txt to determine how the superseded data were derived.
 TO1101
 TO1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP1948083903(NAD 83)
 TO1101
 TO1101  HISTORY     - Date     Condition        Report By
 TO1101  HISTORY     - UNK      MONUMENTED       USGS
 TO1101  HISTORY     - 1967     GOOD             USGS
 TO1101
 TO1101                          STATION DESCRIPTION
 TO1101
 TO1101'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO1101'LOCATED ABOUT 30 MI. NNE. OF PRIEST RIVER, 20 MI. WSW. OF BONNERS
 TO1101'FERRY, 4.5 MI. E. OF PRIEST LAKE, 3 MI. S. OF INDIAN CREEK AND ABOUT
 TO1101'0.5 MI. E. OF A PROMINENT SADDLE ON HORTON RIDGE.
 TO1101'
 TO1101'TO REACH FROM THE POST OFFICE IN COOLIN ON THE S. END OF PRIEST LAKE,
 TO1101'GO S. ON PAVED RD. FOR 0.3 MI. TO T-RD., TURN LEFT AND GO 3.2 MI.
 TO1101'ALONG MAIN-TRAVELED RD. TO Y-RD., KEEP RIGHT AND GO 0.6 MI. PAST
 TO1101'AIRPORT TO Y-RD., KEEP LEFT AND GO 0.8 MI. TO REVERSE --Y--, GO
 TO1101'STRAIGHT AHEAD FOR 2.4 MI. TO Y-RD. AND SIGN --YOUTH CAMP-- RIGHT,
 TO1101'KEEP LEFT AND GO 0.5 MI. TO Y-RD., KEEP LEFT AND GO 1.5 MI. TO A
 TO1101'REVERSE --Y-- TO THE RIGHT, TAKE A HARD RIGHT AND GO 3 MI. TO REVERSE
 TO1101'--Y--, GO STRAIGHT AHEAD FOR 0.1 MI. TO Y-RD., KEEP RIGHT AND GO 1 MI.
 TO1101'TO Y-RD., KEEP RIGHT AND GO 2.4 MI. TO T-RD. TO THE RIGHT, GO STRAIGHT
 TO1101'AHEAD FOR 0.7 MI. TO HORTON RIDGE LOT ON TOP OF RIDGE.
 TO1101'
 TO1101'STATION MARK AND SIGNAL--CENTER OF USFS LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1201 ***********************************************************************
 NV1201  DESIGNATION -  HOT
 NV1201  PID         -  NV1201
 NV1201  STATE/COUNTY-  ID/OWYHEE
 NV1201  USGS QUAD   -  BROKEN WAGON FLAT (1980)
 NV1201
 NV1201                         *CURRENT SURVEY CONTROL
 NV1201  ___________________________________________________________________
 NV1201* NAD 83(1992)-  42 44 10.74448(N)    115 48 30.00986(W)     ADJUSTED  
 NV1201* NAVD 88     -      1101.     (meters)    3612.     (feet)  SCALED    
 NV1201  ___________________________________________________________________
 NV1201  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 NV1201  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 NV1201
 NV1201  HORZ ORDER  -  SECOND
 NV1201
 NV1201.The horizontal coordinates were established by classical geodetic methods
 NV1201.and adjusted by the National Geodetic Survey in July 1992..
 NV1201
 NV1201.The orthometric height was scaled from a topographic map.
 NV1201
 NV1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1201
 NV1201.The geoid height was determined by GEOID03.
 NV1201
 NV1201;                    North         East     Units Scale Factor Converg.
 NV1201;SPC ID W     -   118,807.596   795,223.249   MT  0.99993361   -0 02 22.5
 NV1201;UTM  11      - 4,732,222.473   597,545.438   MT  0.99971706   +0 48 31.5
 NV1201
 NV1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1201!SPC ID W     -   0.99983001  x   0.99993361  =   0.99976363
 NV1201!UTM  11      -   0.99983001  x   0.99971706  =   0.99954711
 NV1201
 NV1201|---------------------------------------------------------------------|
 NV1201| PID    Reference Object                     Distance      Geod. Az  |
 NV1201|                                                           dddmmss.s |
 NV1201| CD5285 HOT RM 1                              8.269 METERS 02532     |
 NV1201| CD5286 HOT RM 2                              8.349 METERS 11547     |
 NV1201| NV1216 SOUTH TOP                           368.099 METERS 13632     |
 NV1201| NW0363 BOGAR                               APPROX.46.1 KM 2725132.5 |
 NV1201|---------------------------------------------------------------------|
 NV1201
 NV1201                          SUPERSEDED SURVEY CONTROL
 NV1201
 NV1201  NAD 83(1986)-  42 44 10.74710(N)    115 48 30.00625(W) AD(       ) 2
 NV1201  NAD 27      -  42 44 11.11360(N)    115 48 26.70270(W) AD(       ) 2
 NV1201
 NV1201.Superseded values are not recommended for survey control.
 NV1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1201.See file dsdata.txt to determine how the superseded data were derived.
 NV1201
 NV1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9754532222(NAD 83)
 NV1201_MARKER: Z = SEE DESCRIPTION
 NV1201_SETTING: 0 = UNSPECIFIED SETTING
 NV1201
 NV1201  HISTORY     - Date     Condition        Report By
 NV1201  HISTORY     - 1961     MONUMENTED       CGS
 NV1201  HISTORY     - 1972     SEE DESCRIPTION  USGS
 NV1201
 NV1201                          STATION DESCRIPTION
 NV1201
 NV1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 NV1201'THE STATION IS NEAR THE SOUTHEAST END OF HORSE HILL (ON THE
 NV1201'THIRD HILL) WHICH IS ABOUT 3 MILES LONG AND LIES IN A
 NV1201'NORTHWEST-SOUTHEAST DIRECTION.  IT IS ABOUT 10 MILES SOUTH OF
 NV1201'BRUNEAU, 6 MILES EAST OF STATE HIGHWAY 51 AND 6 MILES SOUTHWEST
 NV1201'OF HOT SPRINGS.
 NV1201'
 NV1201'TO REACH THE STATION FROM THE SCHOOLHOUSE IN BRUNEAU, GO EAST
 NV1201'ON STATE HIGHWAY 51 FOR 0.2 MILE TO A SIDE ROAD RIGHT AND SIGN
 NV1201'HOT SPRINGS.  TURN RIGHT AND GO SOUTHEAST ON PAVED ROAD FOR
 NV1201'7.6 MILES TO A SIDE ROAD RIGHT AND THE END OF PAVED ROAD.  TURN
 NV1201'RIGHT AND GO WEST, CROSSING A CANAL BRIDGE AND THE BRUNEAU
 NV1201'RIVER BRIDGE, FOR 0.1 MILE TO SOME OLD CABINS ON THE LEFT.
 NV1201'CONTINUE WESTERLY FOR 0.15 MILE TO A FORK.  TURN RIGHT AND
 NV1201'GO 0.4 MILE TO A SIDE ROAD LEFT AT A FENCE CORNER.  TURN LEFT
 NV1201'AND GO 2.7 MILES TO WHERE THE ROAD DROPS DOWN INTO A CANYON
 NV1201'AND TWO TRACK ROAD FORKS ON THE RIGHT.  TAKE THE RIGHT HAND
 NV1201'ROAD AND GO 0.05 MILE TO A FORK.  TURN LEFT AND GO 0.55
 NV1201'MILE TO A FORK.  TURN RIGHT AND GO 0.2 MILE TO A FORK.
 NV1201'TURN RIGHT AND GO 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 NV1201'AND GO 1.4 MILES TO A T-INTERSECTION IN A SADDLE.
 NV1201'CONTINUE AHEAD, LEAVING THE ROAD, AND GO WEST ALONG THE TOP OF
 NV1201'A RIDGE FOR 0.35 MILE TO THE WEST END OF THE RIDGE.  BEAR
 NV1201'LEFT, DOWN OFF THE RIDGE, AND GO SOUTHWEST ACROSS A VALLEY
 NV1201'FOR 1.0 MILE TO THE TOP OF THE FOURTH HILL (FROM THE
 NV1201'SOUTHEAST END OF THE STATION RIDGE).  CONTINUE SOUTHERLY FOR
 NV1201'0.15 MILE TO THE TOP OF THE NEXT HILL AND THE STATION.
 NV1201'
 NV1201'TO REACH THE AZIMUTH MARK, GO SOUTHEAST FOR 0.35 MILE TO THE
 NV1201'TOP OF THE MOST SOUTHERN HILL AND THE MARK.
 NV1201'
 NV1201'THE STATION MARK IS A STANDARD DISK, BRAZED TO THE TOP OF A
 NV1201'2-INCH IRON PIPE PROJECTING 6 INCHES.  IT IS 8 FEET EAST OF
 NV1201'THE EDGE OF THE BLUFF AND 4 FEET SOUTHWEST OF A WITNESS POST.
 NV1201'THE DISK IS STAMPED HOT 1961.
 NV1201'
 NV1201'REFERENCE MARK 1 IS A STANDARD DISK, BRAZED TO THE TOP OF A
 NV1201'2-INCH IRON PIPE PROJECTING 6 INCHES.  IT IS 23 FEET NORTH
 NV1201'OF THE WITNESS POST AND 14 FEET EAST OF THE EDGE OF THE BLUFF.
 NV1201'THE DISK IS STAMPED HOT NO 1 1961.
 NV1201'
 NV1201'REFERENCE MARK 2 IS A STANDARD DISK, BRAZED TO THE TOP OF A
 NV1201'2-INCH IRON PIPE PROJECTING 6 INCHES.  IT IS 35 FEET EAST OF
 NV1201'THE EDGE OF THE BLUFF, 27 FEET EAST OF THE WITNESS POST AND
 NV1201'ABOUT 2 FEET LOWER THAN THE STATION.
 NV1201'
 NV1201'SOUTH TOP (USGS) IS A U.S. GEOLOGICAL SURVEY DISK, BRAZED TO
 NV1201'THE TOP OF A 2-INCH IRON PIPE PROJECTING 7 INCHES.  IT IS 35
 NV1201'FEET EAST OF THE WEST EDGE OF THE BLUFF AND 3 FEET WEST OF
 NV1201'A WITNESS POST.  THE DISK IS STAMPED SOUTH TOP 1946.
 NV1201
 NV1201                          STATION RECOVERY (1972)
 NV1201
 NV1201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NV1201'INSTRUMENT STAND 4.2 FT ABOVE STATION MARK
 NV1201'
 NV1201'ALL MARKS IN GOOD CONDITION.  NEW TO REACH FOLLOWS--
 NV1201'
 NV1201'TO REACH THE STATION FROM SCHOOLHOUSE IN BRUNEAU GO E. ON STATE
 NV1201'HIGHWAY 51 FOR 0.2 MI TO A SIDE RD. RIGHT AND SIGN HOT SPRINGS.
 NV1201'TURN RIGHT AND GO SE. ON PAVED RD. FOR 7.6 MI TO A SIDE RD.
 NV1201'RIGHT AND END OF PAVED RD.  TURN RIGHT AND GO W., CROSSING
 NV1201'A CANAL BRIDGE AND THE BRUNEAU RIVER BRIDGE, FOR 0.1 MI TO
 NV1201'SOME OLD CABINS ON THE LEFT.  CONTINUE WESTERLY FOR 0.15 MI
 NV1201'TO A FORK.  TURN RIGHT AND GO 0.4 MI TO A SIDE RD. LEFT AT
 NV1201'A FENCE CORNER.  TURN LEFT AND GO 2.7 MI TO WHERE THE RD.
 NV1201'DROPS INTO A CANYON AND TWO TRACK RDS. FORK TO THE RIGHT.
 NV1201'TAKE THE RIGHT HAND RD. AND GO 0.05 MI TO A FORK.  TURN LEFT
 NV1201'AND GO 0.55 MI TO A FORK.  TURN RIGHT AND GO 0.2 MI TO A
 NV1201'FORK.  TURN RIGHT AND GO 0.05 MI TO A SIDE RD. LEFT.  TURN
 NV1201'LEFT AND GO 1.4 MI TO A T-INTERSECTION IN A SADDLE.  (FENCE
 NV1201'CROSSES OLD ACCESS.) TURN RIGHT (N.) 0.1 MI TO A GATE, CONTINUE
 NV1201'THROUGH GATE 0.1 MI TO DIM TRACKS ON LEFT.  TURN LEFT 0.6 MI,
 NV1201'SKIRTING RIDGE TO ITS WEST END, TO A SADDLE.  TURN SW. AND
 NV1201'GO 1.0 MI ACROSS VALLEY TO THE TOP OF THE FOURTH HILL
 NV1201'(COUNTING FROM THE SE. END OF THE STATION RIDGE).  CONTINUE
 NV1201'SOUTHERLY FOR 0.15 MI TO THE TOP OF THE NEXT HILL AND
 NV1201'STATION.
 NV1201'
 NV1201'STATION REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0947 ***********************************************************************
 OZ0947  DESIGNATION -  HOT
 OZ0947  PID         -  OZ0947
 OZ0947  STATE/COUNTY-  ID/BLAINE
 OZ0947  USGS QUAD   -  MAGIC RESERVOIR WEST (1986)
 OZ0947
 OZ0947                         *CURRENT SURVEY CONTROL
 OZ0947  ___________________________________________________________________
 OZ0947* NAD 83(1992)-  43 20 18.64960(N)    114 24 25.67460(W)     ADJUSTED  
 OZ0947* NAVD 88     -      1538.0    (meters)    5046.     (feet)  VERTCON   
 OZ0947  ___________________________________________________________________
 OZ0947  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 OZ0947  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 OZ0947
 OZ0947  HORZ ORDER  -  SECOND
 OZ0947
 OZ0947.The horizontal coordinates were established by classical geodetic methods
 OZ0947.and adjusted by the National Geodetic Survey in July 1992..
 OZ0947
 OZ0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0947
 OZ0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0947
 OZ0947.The geoid height was determined by GEOID03.
 OZ0947
 OZ0947;                    North         East     Units Scale Factor Converg.
 OZ0947;SPC ID C     -   185,784.618   466,986.625   MT  0.99996077   -0 16 45.9
 OZ0947;UTM  11      - 4,801,672.366   710,180.788   MT  1.00014344   +1 46 48.6
 OZ0947
 OZ0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0947!SPC ID C     -   0.99976101  x   0.99996077  =   0.99972179
 OZ0947!UTM  11      -   0.99976101  x   1.00014344  =   0.99990441
 OZ0947
 OZ0947:                Primary Azimuth Mark                     Grid Az
 OZ0947:SPC ID C     -  TIM                                      101 48 08.3
 OZ0947:UTM  11      -  TIM                                      099 44 33.8
 OZ0947
 OZ0947|---------------------------------------------------------------------|
 OZ0947| PID    Reference Object                     Distance      Geod. Az  |
 OZ0947|                                                           dddmmss.s |
 OZ0947| OZ0945 TIM                                 APPROX.10.6 KM 1013122.4 |
 OZ0947| CD5287 HOT RM 1                              7.242 METERS 11507     |
 OZ0947| CD5288 HOT RM 2                             18.514 METERS 19654     |
 OZ0947|---------------------------------------------------------------------|
 OZ0947
 OZ0947                          SUPERSEDED SURVEY CONTROL
 OZ0947
 OZ0947  NAD 83(1986)-  43 20 18.64778(N)    114 24 25.66990(W) AD(       ) 2
 OZ0947  NAD 27      -  43 20 18.99550(N)    114 24 22.49558(W) AD(       ) 2
 OZ0947  NGVD 29 (07/19/86) 1537.0    (m)         5043.     (f) VERT ANG       
 OZ0947
 OZ0947.Superseded values are not recommended for survey control.
 OZ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0947.See file dsdata.txt to determine how the superseded data were derived.
 OZ0947
 OZ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ1018101672(NAD 83)
 OZ0947_MARKER: DD = SURVEY DISK
 OZ0947_SETTING: 0 = UNSPECIFIED SETTING
 OZ0947
 OZ0947  HISTORY     - Date     Condition        Report By
 OZ0947  HISTORY     - 1973     MONUMENTED       USGS
 OZ0947
 OZ0947                          STATION DESCRIPTION
 OZ0947
 OZ0947'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0947'LOCATED ABOUT 18 MI E. OF FAIRFIELD, 13 MI SW. OF HAILEY, 1.3 MI
 OZ0947'E. OF MOONSTONE LODGE, ON A SMALL TOP 0.1 MI N. OF HIGHWAY 68, 5
 OZ0947'FT E. OF A STEEL WITNESS POST AND SIGN.
 OZ0947'
 OZ0947'TO REACH FROM JCT. OF U.S. 93 AND STATE HIGHWAY 68 (10 MI S. OF
 OZ0947'BELLEVUE) GO W. ON HIGHWAY 68 FOR 6.2 MI TO A TRACK RD. N. (TRACK
 OZ0947'RD. IN 0.15 MI E. OF A SUMMIT AND 0.5 MI W. OF A TURNOFF TO MAGIC
 OZ0947'HOT SPRINGS).  TURN RIGHT (N.), GO THROUGH GATE AND FOLLOW TRACK
 OZ0947'RD. 0.3 MI TO A TRACK RD. AND GO 0.2 MI TO STATION ON A SMALL
 OZ0947'KNOLL TO RIGHT OF TRACK RD.
 OZ0947'
 OZ0947'STATION MARK--A STANDARD USGS TABLET STAMPED HOT 1970 CEMENTED IN
 OZ0947'TOP OF A FLAT ROCK.
 OZ0947'
 OZ0947'REFERENCE MARK NO. 1--A STANDARD RM TABLET STAMPED HOT NO 1 1970
 OZ0947'CEMENTED IN TOP OF A ROCK LEDGE 3.0 FT BELOW STATION MARK.
 OZ0947'
 OZ0947'REFERENCE MARK NO. 2--A STANDARD RM TABLET STAMPED HOT NO 2 1970
 OZ0947'CEMENTED IN TOP OF A ROCK LEDGE 3.9 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0575 ***********************************************************************
 QZ0575  DESIGNATION -  HOT SPRINGS LOOKOUT HOUSE
 QZ0575  PID         -  QZ0575
 QZ0575  STATE/COUNTY-  ID/LEMHI
 QZ0575  USGS QUAD   -  PINE CREEK RAPIDS (1991)
 QZ0575
 QZ0575                         *CURRENT SURVEY CONTROL
 QZ0575  ___________________________________________________________________
 QZ0575* NAD 83(1992)-  45 19 10.56673(N)    114 21 11.56973(W)     ADJUSTED  
 QZ0575* NAVD 88     -      1965.     (meters)    6447.     (feet)  SCALED    
 QZ0575  ___________________________________________________________________
 QZ0575  LAPLACE CORR-           7.37  (seconds)                    DEFLEC99
 QZ0575  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 QZ0575
 QZ0575  HORZ ORDER  -  THIRD
 QZ0575
 QZ0575.The horizontal coordinates were established by classical geodetic methods
 QZ0575.and adjusted by the National Geodetic Survey in July 1992..
 QZ0575
 QZ0575.The orthometric height was scaled from a topographic map.
 QZ0575
 QZ0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0575
 QZ0575.The geoid height was determined by GEOID03.
 QZ0575
 QZ0575;                    North         East     Units Scale Factor Converg.
 QZ0575;SPC ID C     -   405,889.104   472,306.931   MT  0.99995679   -0 15 04.1
 QZ0575;UTM  11      - 5,021,863.233   707,443.526   MT  1.00012913   +1 52 57.5
 QZ0575
 QZ0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0575!SPC ID C     -   0.99969413  x   0.99995679  =   0.99965094
 QZ0575!UTM  11      -   0.99969413  x   1.00012913  =   0.99982322
 QZ0575
 QZ0575                          SUPERSEDED SURVEY CONTROL
 QZ0575
 QZ0575  NAD 83(1986)-  45 19 10.56601(N)    114 21 11.56178(W) AD(       ) 4
 QZ0575  NAD 27      -  45 19 10.86700(N)    114 21 08.25500(W) AD(       ) 3
 QZ0575
 QZ0575.Superseded values are not recommended for survey control.
 QZ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0575.See file dsdata.txt to determine how the superseded data were derived.
 QZ0575
 QZ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL0744421863(NAD 83)
 QZ0575
 QZ0575  HISTORY     - Date     Condition        Report By
 QZ0575  HISTORY     - 1945     MONUMENTED       CGS
 QZ0575
 QZ0575                          STATION DESCRIPTION
 QZ0575
 QZ0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0575'THE STATION IS ABOUT 25 MILES W BY S OF NORTH FORK, 5-1/2
 QZ0575'MILES SW OF SHOUP, 1 MILE NE OF PANTHER CREEK, AND 3/4 MILE
 QZ0575'SE OF THE SALMON RIVER, ON THE SUMMIT OF THE HIGHEST MOUNTAIN
 QZ0575'BETWEEN THE SALMON RIVER AND HOT SPRINGS CREEK.  IT IS A
 QZ0575'SQUARE, FRAME LOOKOUT HOUSE, IS PAINTED WHITE, AND HAS A
 QZ0575'PYRAMIDAL ROOF.  IT WAS LOCATED BY TRAVERSE FROM STATION
 QZ0575'PANTHER.
 QZ0575'
 QZ0575'THE POINT LOCATED WAS THE COMPUTED CENTER OF THE LOOKOUT
 QZ0575'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1022 ***********************************************************************
 OZ1022  DESIGNATION -  HOUSE
 OZ1022  PID         -  OZ1022
 OZ1022  STATE/COUNTY-  ID/ELMORE
 OZ1022  USGS QUAD   -  HOUSE MOUNTAIN (1973)
 OZ1022
 OZ1022                         *CURRENT SURVEY CONTROL
 OZ1022  ___________________________________________________________________
 OZ1022* NAD 83(1992)-  43 25 59.53743(N)    115 29 16.39773(W)     ADJUSTED  
 OZ1022* NAVD 88     -      2348.5    (meters)    7705.     (feet)  VERTCON   
 OZ1022  ___________________________________________________________________
 OZ1022  LAPLACE CORR-           7.32  (seconds)                    DEFLEC99
 OZ1022  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 OZ1022
 OZ1022  HORZ ORDER  -  SECOND
 OZ1022
 OZ1022.The horizontal coordinates were established by classical geodetic methods
 OZ1022.and adjusted by the National Geodetic Survey in July 1992..
 OZ1022
 OZ1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1022
 OZ1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1022
 OZ1022.The geoid height was determined by GEOID03.
 OZ1022
 OZ1022;                    North         East     Units Scale Factor Converg.
 OZ1022;SPC ID W     -   196,254.383   821,220.671   MT  0.99993887   +0 10 48.7
 OZ1022;UTM  11      - 4,810,033.676   622,381.138   MT  0.99978423   +1 02 23.0
 OZ1022
 OZ1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1022!SPC ID W     -   0.99963420  x   0.99993887  =   0.99957309
 OZ1022!UTM  11      -   0.99963420  x   0.99978423  =   0.99941851
 OZ1022
 OZ1022|---------------------------------------------------------------------|
 OZ1022| PID    Reference Object                     Distance      Geod. Az  |
 OZ1022|                                                           dddmmss.s |
 OZ1022| CD5290 HOUSE RM 1                            5.742 METERS 02232     |
 OZ1022| CD5291 HOUSE RM 2                           20.530 METERS 10533     |
 OZ1022| CD5289 HOUSE AZ MK                                        2794144.5 |
 OZ1022|---------------------------------------------------------------------|
 OZ1022
 OZ1022                          SUPERSEDED SURVEY CONTROL
 OZ1022
 OZ1022  NAD 83(1986)-  43 25 59.53866(N)    115 29 16.39517(W) AD(       ) 2
 OZ1022  NAD 27      -  43 25 59.91870(N)    115 29 13.08050(W) AD(       ) 2
 OZ1022  NGVD 29 (07/19/86) 2347.3    (m)         7701.     (f) VERT ANG       
 OZ1022
 OZ1022.Superseded values are not recommended for survey control.
 OZ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1022.See file dsdata.txt to determine how the superseded data were derived.
 OZ1022
 OZ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ2238110034(NAD 83)
 OZ1022_MARKER: DS = TRIANGULATION STATION DISK
 OZ1022_SETTING: 66 = SET IN ROCK OUTCROP
 OZ1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ1022
 OZ1022  HISTORY     - Date     Condition        Report By
 OZ1022  HISTORY     - 1959     MONUMENTED       CGS
 OZ1022  HISTORY     - 1973     GOOD             USGS
 OZ1022  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OZ1022
 OZ1022                          STATION DESCRIPTION
 OZ1022
 OZ1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OZ1022'THE STATION IS LOCATED ABOUT 8-1/2 MILES AIRLINE, NORTH-NORTHWEST
 OZ1022'OF DIXIE, 6-1/2 MILES AIRLINE, SOUTHEAST OF PRAIRIE, ON A HIGH
 OZ1022'PROMINENT PEAK, AT THE SITE OF THE U.S. FOREST SERVICE HOUSE
 OZ1022'MOUNTAIN LOOKOUT HOUSE.
 OZ1022'
 OZ1022'TO REACH THE STATION FROM THE SMALL SETTLEMENT OF DIXIE, ABOUT
 OZ1022'22 MILES NORTH OF MOUNTAIN HOME, TAKE THE LEFT FORK AT THE NORTH
 OZ1022'EDGE OF TOWN AND FOLLOW THE ANDERSON RANCH DAM ROAD FOR 4.6
 OZ1022'MILES TO THE DAM.  CROSS THE DAM AND TURN RIGHT, NORTH, AND
 OZ1022'FOLLOW THE WEST SHORE ROAD FOR 9.6 MILES TO THE FALL CREEK
 OZ1022'LODGE.  TAKE THE LEFT FORK AT THE LODGE AND GO 4.9 MILES TO A
 OZ1022'LUMBER CAMP.  CONTINUE 0.8 MILE TO A FORK AND A SIGN PRAIRIE
 OZ1022'14, TRINITY LAKE 15.  KEEP THE LEFT FORK AND GO 0.4 MILE TO
 OZ1022'A FORK.  KEEP THE LEFT FORK AND GO 1.5 MILES TO A CROSSROAD
 OZ1022'AND A SIGN HOUSE MT. L.O.  CONTINUE 0.2 MILE TO A FORK.
 OZ1022'KEEP THE LEFT FORK AND GO 1.3 MILE TO A CATTLE GUARD.
 OZ1022'CONTINUE 2.7 MILES TO A FORK.  KEEP THE LEFT FORK AND GO
 OZ1022'5.8 MILES TO A FORK.  KEEP THE LEFT FORK AND GO 0.2 MILE
 OZ1022'TO THE TOP OF THE MOUNTAIN AND THE STATION.
 OZ1022'
 OZ1022'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED HOUSE 1959,
 OZ1022'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  MARK IS 5
 OZ1022'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE LOOKOUT
 OZ1022'HOUSE.
 OZ1022'
 OZ1022'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED
 OZ1022'HOUSE NO 1 1959, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 OZ1022'BEDROCK WHICH PROJECTS 12 INCHES ABOVE THE GROUND LEVEL.
 OZ1022'
 OZ1022'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 OZ1022'HOUSE NO 2 1959, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 OZ1022'WHICH PROJECTS 12 INCHES ABOVE GROUND LEVEL.  MARK IS 10
 OZ1022'FEET NORTH OF A PATH LEADING TO THE LOOKOUT HOUSE, AND ABOUT
 OZ1022'9 FEET LOWER THAN THE STATION.
 OZ1022'
 OZ1022'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW THE RIDGE DUE
 OZ1022'WEST FROM THE STATION FOR ABOUT 0.35 MILE TO A ROCKY OUTCROPPING
 OZ1022'AND A CAIRN.
 OZ1022'
 OZ1022'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED HOUSE 1959,
 OZ1022'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  MARK IS 50
 OZ1022'FEET WEST OF A ROAD LEADING TO THE STATION, AND 2 FEET SOUTH
 OZ1022'OF A 2 FOOT CAIRN.
 OZ1022
 OZ1022                          STATION RECOVERY (1973)
 OZ1022
 OZ1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ1022'RECOVERED BY USGS IN 1973.  ALL MARKS IN GOOD CONDITION EXCEPT AS
 OZ1022'NOTED
 OZ1022'
 OZ1022'A NEW LOOKOUT HOUSE HAS BEEN BUILT.  STATION IS 2.9 FT. NE. OF THE
 OZ1022'NE. CORNER OF THE LOOKOUT.
 OZ1022'
 OZ1022'STATION MARK--A STANDARD BRONZE DISK STAMPED---HOUSE 1959---,
 OZ1022'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 OZ1022'
 OZ1022'REFERENCE MARK NO. 1 DOES NOT AGREE WITH THE NGS IN AZIMUTH.
 OZ1022'REFERENCE MARK NO. 1 IS 18.81 FT. FROM STATION MARK IN BEARING 22
 OZ1022'DEGREES N. 44 MINUTES E.
 OZ1022'
 OZ1022'REFERENCE MARK NO. 2 DOES NOT AGREE WITH THE NGS IN DISTANCE.
 OZ1022'REFERENCE MARK NO. 2 IS 66.74 FT. FROM STATION MARK IN BEARING 74
 OZ1022'DEGREES S. 25 MINUTES E.
 OZ1022
 OZ1022                          STATION RECOVERY (1975)
 OZ1022
 OZ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OZ1022'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OZ1022'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE ORIGINAL
 OZ1022'TO REACH IS OBSOLETE.  A NEW TO REACH FOLLOWS.
 OZ1022'
 OZ1022'TO REACH THE STATION FROM THE HILL CITY POST OFFICE GO WEST
 OZ1022'ON STATE HIGHWAY 68 FOR 22.0 MILES TO A SIDE ROAD RIGHT, AT
 OZ1022'THE SIGN, ANDERSON DAM, TURN RIGHT AS PER SIGN, AND GO
 OZ1022'NORTHWESTERLY FOR 5.3 MILES TO A T INTERSECTION, JUST AFTER
 OZ1022'CROSSING THE DAM, TURN RIGHT, AND GO NORTHERLY ON THE WEST SIDE
 OZ1022'OF THE RESERVOIR FOR 8.8 MILES TO A FORK AT THE FALL CREEK
 OZ1022'LODGE.  TAKE THE LEFT FORK, AND GO NORTHWEST PARALLELING FALL
 OZ1022'CREEK FOR 4.7 MILES TO A FORK, TAKE THE LEFT FORK AS PER SIGN,
 OZ1022'SMITH PRAIRIE FOR 1.8 MILES TO A SIDE ROAD RIGHT, CONTINUE
 OZ1022'STRAIGHT AHEAD AS PER SIGN, HOUSE MT. LOOKOUT, AND GO
 OZ1022'SOUTHWESTERLY ON MOUNTAIN ROAD FOR 3.8 MILES TO A FORK, TAKE THE
 OZ1022'LEFT FORK, SOUTHERLY, FOR 2.4 MILES TO A SIDE ROAD LEFT,
 OZ1022'CONTINUE STRAIGHT AHEAD ON MOUNTAIN ROAD FOR 1.6 MILES TO THE
 OZ1022'AZIMUTH MARK ON THE RIGHT.  CONTINUE ON MOUNTAIN ROAD FOR
 OZ1022'0.4 MILE TO THE LOOKOUT, AND THE STATION AT THE SUMMIT.
 OZ1022'
 OZ1022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES
 OZ1022'NORTHWEST OF HILL CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1419 ***********************************************************************
 OH1419  DESIGNATION -  HOUSE
 OH1419  PID         -  OH1419
 OH1419  STATE/COUNTY-  ID/CANYON
 OH1419  USGS QUAD   -  PARMA SE (1975)
 OH1419
 OH1419                         *CURRENT SURVEY CONTROL
 OH1419  ___________________________________________________________________
 OH1419* NAD 83(1992)-  43 45 52.38045(N)    116 45 04.79085(W)     ADJUSTED  
 OH1419* NAVD 88     -       779.4    (meters)    2557.     (feet)  VERTCON   
 OH1419  ___________________________________________________________________
 OH1419  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 OH1419  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 OH1419
 OH1419  HORZ ORDER  -  SECOND
 OH1419
 OH1419.The horizontal coordinates were established by classical geodetic methods
 OH1419.and adjusted by the National Geodetic Survey in July 1992..
 OH1419
 OH1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1419
 OH1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1419
 OH1419.The geoid height was determined by GEOID03.
 OH1419
 OH1419;                    North         East     Units Scale Factor Converg.
 OH1419;SPC ID W     -   233,519.820   719,375.339   MT  1.00001326   -0 41 33.6
 OH1419;UTM  11      - 4,845,752.526   520,015.508   MT  0.99960493   +0 10 19.2
 OH1419
 OH1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1419!SPC ID W     -   0.99988054  x   1.00001326  =   0.99989380
 OH1419!UTM  11      -   0.99988054  x   0.99960493  =   0.99948552
 OH1419
 OH1419|---------------------------------------------------------------------|
 OH1419| PID    Reference Object                     Distance      Geod. Az  |
 OH1419|                                                           dddmmss.s |
 OH1419| CD5292 HOUSE RM 1                            9.084 METERS 08913     |
 OH1419| CD5294 HOUSE RM 4                            9.034 METERS 08924     |
 OH1419| OH0599 B 86                                               1170452.0 |
 OH1419| OH1394 CALDWELL HOUSING AUTHORITY TK       APPROX. 7.7 KM 1532651.5 |
 OH1419| OH1397 NOTUS MUNICIPAL TANK                APPROX. 5.7 KM 2254832.7 |
 OH1419| CQ9132 HOUSE RM 2                            9.981 METERS 27233     |
 OH1419| CD5293 HOUSE RM 3                           10.895 METERS 27658     |
 OH1419| CD5295 HOUSE RM 5                           10.940 METERS 27709     |
 OH1419|---------------------------------------------------------------------|
 OH1419
 OH1419                          SUPERSEDED SURVEY CONTROL
 OH1419
 OH1419  NAD 83(1991)-  43 45 52.38031(N)    116 45 04.79002(W) AD(       ) 2
 OH1419  NAD 83(1986)-  43 45 52.38013(N)    116 45 04.79001(W) AD(       ) 2
 OH1419  NAD 27      -  43 45 52.80000(N)    116 45 01.27520(W) AD(       ) 2
 OH1419  NGVD 29 (07/19/86)  778.5    (m)         2554.     (f) VERT ANG       
 OH1419
 OH1419.Superseded values are not recommended for survey control.
 OH1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1419.See file dsdata.txt to determine how the superseded data were derived.
 OH1419
 OH1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2001645753(NAD 83)
 OH1419_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1419
 OH1419  HISTORY     - Date     Condition        Report By
 OH1419  HISTORY     - 1959     MONUMENTED       CGS
 OH1419  HISTORY     - 1970     SEE DESCRIPTION  IDDH
 OH1419  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OH1419  HISTORY     - 1975     GOOD             NGS
 OH1419
 OH1419                          STATION DESCRIPTION
 OH1419
 OH1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OH1419'THE STATION IS 7 MILES NORTHWEST OF CALDWELL ON A LONG GRASS
 OH1419'COVERED EAST-WEST RIDGE, OVERLOOKING THE CALDWELL VALLEY.  THE
 OH1419'STATION IS 23 FEET SOUTH FROM THE CENTER LINE OF A DIRT ROAD,
 OH1419'7 FEET SOUTHWEST FROM A STEEL WITNESS POST AND 4 FEET SOUTH
 OH1419'FROM AN OLD FENCE LINE, A STANDARD TRIANGULATION DISK SET IN
 OH1419'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES,
 OH1419'STAMPED HOUSE 1959.
 OH1419'
 OH1419'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 OH1419'44, 2.0 MILES NORTH OF CALDWELL, GO NORTH ON HIGHWAY 30 FOR
 OH1419'3.8 MILES TO THE PURPLE SAGE INN.  CONTINUE NORTH ON THE HIGHWAY
 OH1419'FOR 0.25 MILE TO THE FAITH ASSEMBLY CHURCH ON THE RIGHT AT
 OH1419'CROSSROADS.  TURN LEFT AND GO WEST ON GRADED ROAD FOR 2.0
 OH1419'MILES TO A DOUBLE POLE POWER LINE.  CONTINUE WEST ON DIRT
 OH1419'ROAD UP HILL FOR 0.4 MILE TO THE STATION ON THE LEFT.
 OH1419'
 OH1419'REFERENCE MARK 1 IS 23 FEET SOUTH FROM THE CENTER LINE OF THE
 OH1419'DIRT ROAD AND 4 FEET SOUTH FROM AN OLD FENCE LINE.
 OH1419'
 OH1419'REFERENCE MARK 2 IS 22 FEET SOUTH FROM THE DIRT ROAD AND 2
 OH1419'FEET SOUTH OF THE FENCE LINE.
 OH1419'
 OH1419'THE MARKS ARE STANDARD REFERENCE MARK DISKS SET IN THE TOP
 OH1419'OF SQUARE CONCRETE MONUMENTS PROJECTING 4 INCHES, STAMPED
 OH1419'HOUSE 1959 AND NO 1 AND NO 2.
 OH1419
 OH1419                          STATION RECOVERY (1970)
 OH1419
 OH1419'RECOVERY NOTE BY ID DEPT OF HIGHWAYS 1970 (BES)
 OH1419'MR. B.E. SESSIONS, IDAHO DEPARTMENT OF HIGHWAYS, WROTE THE
 OH1419'FOLLOWING NEW TO REACH--
 OH1419'
 OH1419'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 OH1419'44, 2.0 MILES NORTH OF CALDWELL, GO NORTH ON U.S. 30 3.25
 OH1419'MILES TO AN INTERSECTION WITH AN OILED ROAD, MARKED DOUGLAS
 OH1419'LANE, TURN LEFT, WEST, AND TRAVEL ACROSS I-80N 1.55 MILES TO
 OH1419'AN INTERSECTION WITH A GRAVELED COUNTY ROAD, MARKED 26 N AND
 OH1419'17 W, TURN RIGHT, NORTH, AND TRAVEL 1.05 MILES TO A T
 OH1419'INTERSECTION WITH A GRAVELED COUNTY ROAD, MARKED 27 N AND 17 W,
 OH1419'TURN LEFT, WEST, AND TRAVEL 1.0 MILES TO THE STATION ON THE
 OH1419'LEFT, SOUTH, AT THE TOP OF A HILL.  REFERENCE MARK 2 WAS
 OH1419'DESTROYED BY LAND LEVELING OPERATIONS IN DECEMBER 1969.
 OH1419'
 OH1419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 OH1419'NORTHWEST OF CALDWELL
 OH1419
 OH1419                          STATION RECOVERY (1970)
 OH1419
 OH1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OH1419'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 OH1419'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND UNEARTHED.
 OH1419'REFERENCE MARK NO. 3 WAS ESTABLISHED.  LANDMARKS HAVE CHANGED.
 OH1419'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH1419'
 OH1419'THE STATION IS 7 MILES NORTHWEST OF CALDWELL, AND 4 MILES
 OH1419'NORTHEAST OF NOTUS ON LAND OWNED BY MR. D.W. COOMBS.
 OH1419'
 OH1419'TO REACH THE STATION FROM THE NOTUS POST OFFICE GO EAST ON
 OH1419'FARGO AVENUE FOR 0.05 MILE TO A CROSS STREET, TURN LEFT AND GO
 OH1419'NORTH ON THE MACADAM ROAD FOR 0.6 MILE TO THE NOTUS PUBLIC
 OH1419'SCHOOL, AT A CROSSROAD, CONTINUE NORTH ON THE MACADAM ROAD FOR
 OH1419'1.0 MILE TO A T INTERSECTION, TURN RIGHT, AND GO EAST ON THE
 OH1419'MACADAM ROAD FOR 1.2 MILES TO A CROSSROAD, TURN LEFT AND GO
 OH1419'NORTH ON THE MACADAM ROAD FOR 1.0 MILE TO A CROSSROAD, TURN
 OH1419'RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 1.3 MILES TO A
 OH1419'SUMMIT IN THE ROAD, AND THE STATION ON THE RIGHT, THIS IS 0.4
 OH1419'MILE WEST OF WHERE THE ROAD PASSES UNDER A DOUBLE POLE POWER
 OH1419'LINE.
 OH1419'
 OH1419'THE STATION MARK, STAMPED HOUSE 1959, IS A STANDARD DISK
 OH1419'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 OH1419'INCHES, 22 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 4
 OH1419'FEET SOUTH OF THE EAST-WEST FENCE LINE, AND 1.5 FEET WEST OF A
 OH1419'METAL WITNESS POST.  (NOTE 1A AND 7A)
 OH1419'
 OH1419'REFERENCE MARK NO. 1, STAMPED HOUSE NO 1 1959, IS A STANDARD
 OH1419'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH1419'2 INCHES, 27 FEET EAST OF THE WITNESS POST, 22 FEET SOUTH OF
 OH1419'THE CENTER OF THE GRAVELED ROAD, AND 4 FEET SOUTH OF THE
 OH1419'EAST-WEST FENCE LINE.  (NOTE 11A)
 OH1419'
 OH1419'REFERENCE MARK NO. 3, STAMPED HOUSE 1959 NO 3 1970, IS A
 OH1419'STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OH1419'PROJECTS 5 INCHES, 37 FEET WEST-NORTHWEST OF THE WITNESS
 OH1419'POST, 18 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, AND
 OH1419'IN THE EAST-WEST FENCE LINE.  (NOTE 11A)
 OH1419
 OH1419                          STATION RECOVERY (1975)
 OH1419
 OH1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OH1419'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 OH1419'MARKS WERE FOUND UNEARTHED.  THE REFERENCE MARKS WERE
 OH1419'RE-ESTABLISHED, AND RE-STAMPED.  AN AZIMUTH MARK WAS ESTABLISHED.  A
 OH1419'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH1419'
 OH1419'THE STATION IS ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST GRAVELED
 OH1419'ROAD.
 OH1419'
 OH1419'TO REACH THE STATION FROM THE CALDWELL POST OFFICE GO EAST ON ARTHUR
 OH1419'STREET FOR 0.1 MILE TO TENTH STREET, TURN LEFT, AND GO NORTH ON
 OH1419'TENTH STREET FOR 0.7 MILE TO INTERSTATE 80N, TURN LEFT, AND GO
 OH1419'NORTHWEST ON INTERSTATE 80N FOR 2.7 MILE TO EXIT NO. 25, AND THE
 OH1419'JUNCTION WITH STATE HIGHWAY 44, GO EAST ON STATE HIGHWAY 44 FOR 0.1
 OH1419'MILE TO A CROSSROAD, TURN LEFT, AND GO NORTH ON THE MACADAM
 OH1419'ROAD, FORMERLY U.S. HIGHWAY 30, FOR 3.1 MILES TO A CROSSROAD,
 OH1419'TURN LEFT, AND GO WEST ON ROAD 26N FOR 0.5 MILE TO A SIDE ROAD
 OH1419'RIGHT, AND BENCH MARK B 86 (AZIMUTH MARK) ON THE RIGHT.  CONTINUE
 OH1419'WEST ON ROAD 26N FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT, AND GO
 OH1419'NORTH ON ROAD 17W FOR 1.0 MILE TO A T INTERSECTION, TURN LEFT, AND
 OH1419'GO WEST ON ROAD 27N FOR 0.6 MILE TO WHERE A DOUBLE-POLE POWER LINE
 OH1419'CROSSES THE ROAD, CONTINUE WEST FOR 0.35 MILE TO THE STATION ON
 OH1419'THE LEFT.
 OH1419'
 OH1419'THE STATION MARK, STAMPED HOUSE 1959, IS A STANDARD DISK SET IN A
 OH1419'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH, 86 FEET
 OH1419'NORTHWEST OF THE NORTHEAST CORNER OF MR. GEORGE OTTENS RESIDENCE,
 OH1419'78 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE RESIDENCE,
 OH1419'26 FEET NORTH OF THE WELL, 25 FEET SOUTH OF THE CENTER OF ROAD
 OH1419'27N, AND 1 FOOT WEST OF A METAL WITNESS POST.
 OH1419'
 OH1419'REFERENCE MARK NO. 4, STAMPED HOUSE 1959 NO 4 1975, IS A STANDARD
 OH1419'DISK IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 43 FEET
 OH1419'WEST OF THE CENTER OF THE DRIVEWAY, AND 24 FEET SOUTH OF THE CENTER
 OH1419'OF ROAD 27N.
 OH1419'
 OH1419'REFERENCE MARK NO. 5, STAMPED HOUSE 1959 NO 5 1975, IS A STANDARD
 OH1419'DISK IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 21 FEET
 OH1419'SOUTH OF THE CENTER OF THE ROAD, 13 FEET EAST OF THE CENTER OF THE
 OH1419'DRIVEWAY, AND 1 FOOT EAST OF A METAL WITNESS POST.
 OH1419'
 OH1419'BENCH MARK B 86 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK SET IN A
 OH1419'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, AT THE SOUTHWEST
 OH1419'CORNER OF A GARDEN, 0.1 MILE EAST OF THE OVERPASS OVER INTERSTATE
 OH1419'80N, 40 FEET NORTH OF THE CENTER OF ROAD 26N, DOUGLAS LANE, 32 FEET
 OH1419'EAST OF THE CENTER OF FIR LANE, AND 2.5 FEET NORTHEAST OF A METAL
 OH1419'WITNESS POST.
 OH1419'
 OH1419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTHWEST
 OH1419'OF CALDWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1021 ***********************************************************************
 OZ1021  DESIGNATION -  HOUSE MOUNTAIN LOOKOUT
 OZ1021  PID         -  OZ1021
 OZ1021  STATE/COUNTY-  ID/ELMORE
 OZ1021  USGS QUAD   -  HOUSE MOUNTAIN (1973)
 OZ1021
 OZ1021                         *CURRENT SURVEY CONTROL
 OZ1021  ___________________________________________________________________
 OZ1021* NAD 83(1992)-  43 25 59.43662(N)    115 29 16.52704(W)     ADJUSTED  
 OZ1021* NAVD 88     -                                                        
 OZ1021  ___________________________________________________________________
 OZ1021  LAPLACE CORR-           7.33  (seconds)                    DEFLEC99
 OZ1021  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 OZ1021
 OZ1021  HORZ ORDER  -  THIRD
 OZ1021
 OZ1021.The horizontal coordinates were established by classical geodetic methods
 OZ1021.and adjusted by the National Geodetic Survey in July 1992..
 OZ1021
 OZ1021
 OZ1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1021
 OZ1021.The geoid height was determined by GEOID03.
 OZ1021
 OZ1021;                    North         East     Units Scale Factor Converg.
 OZ1021;SPC ID W     -   196,251.263   821,217.773   MT  0.99993887   +0 10 48.6
 OZ1021;UTM  11      - 4,810,030.513   622,378.287   MT  0.99978422   +1 02 22.9
 OZ1021
 OZ1021                          SUPERSEDED SURVEY CONTROL
 OZ1021
 OZ1021  NAD 83(1986)-  43 25 59.43513(N)    115 29 16.52615(W) AD(       ) 4
 OZ1021  NAD 27      -  43 25 59.81700(N)    115 29 13.21500(W) AD(       ) 3
 OZ1021
 OZ1021.Superseded values are not recommended for survey control.
 OZ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1021.See file dsdata.txt to determine how the superseded data were derived.
 OZ1021
 OZ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ2237810031(NAD 83)
 OZ1021_MARKER: 73 = LOOKOUT HOUSE
 OZ1021
 OZ1021  HISTORY     - Date     Condition        Report By
 OZ1021  HISTORY     - UNK      FIRST OBSERVED
 OZ1021  HISTORY     - 1979     GOOD             NGS
 OZ1021
 OZ1021                          STATION DESCRIPTION
 OZ1021
 OZ1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OZ1021'NO PREVIOUS DESCRIPTION WAS FOUND FOR THIS INTERSECTION STATION.  A
 OZ1021'FAVORABLE AZIMUTH CHECK WAS OBTAINED FROM STATION PRAIRIE 1959.  IT
 OZ1021'IS A FOREST SERVICE LOOKOUT HOUSE, PAINTED WHITE AND HAS A FLAT
 OZ1021'ROOF.  IT IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF PRAIRIE AND ON
 OZ1021'THE TOP OF HOUSE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1633 ***********************************************************************
 NU1633  DESIGNATION -  HOUTZ
 NU1633  PID         -  NU1633
 NU1633  STATE/COUNTY-  ID/POWER
 NU1633  USGS QUAD   -  ROCKLAND WEST (1971)
 NU1633
 NU1633                         *CURRENT SURVEY CONTROL
 NU1633  ___________________________________________________________________
 NU1633* NAD 83(1992)-  42 30 02.12235(N)    112 58 48.77427(W)     ADJUSTED  
 NU1633* NAVD 88     -      2012.2    (meters)    6602.     (feet)  VERTCON   
 NU1633  ___________________________________________________________________
 NU1633  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 NU1633  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 NU1633
 NU1633  HORZ ORDER  -  THIRD
 NU1633
 NU1633.The horizontal coordinates were established by classical geodetic methods
 NU1633.and adjusted by the National Geodetic Survey in July 1992..
 NU1633
 NU1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1633
 NU1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1633
 NU1633.The geoid height was determined by GEOID03.
 NU1633
 NU1633;                    North         East     Units Scale Factor Converg.
 NU1633;SPC ID E     -    92,943.777   133,131.072   MT  1.00000236   -0 32 58.7
 NU1633;UTM  12      - 4,707,258.515   337,292.033   MT  0.99992573   -1 20 17.2
 NU1633
 NU1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1633!SPC ID E     -   0.99968666  x   1.00000236  =   0.99968902
 NU1633!UTM  12      -   0.99968666  x   0.99992573  =   0.99961241
 NU1633
 NU1633:                Primary Azimuth Mark                     Grid Az
 NU1633:SPC ID E     -  BANNOCK                                  063 26 10.1
 NU1633:UTM  12      -  BANNOCK                                  064 13 28.6
 NU1633
 NU1633|---------------------------------------------------------------------|
 NU1633| PID    Reference Object                     Distance      Geod. Az  |
 NU1633|                                                           dddmmss.s |
 NU1633| NU1626 BANNOCK                             APPROX.25.2 KM 0625311.4 |
 NU1633|---------------------------------------------------------------------|
 NU1633
 NU1633                          SUPERSEDED SURVEY CONTROL
 NU1633
 NU1633  NAD 83(1986)-  42 30 02.11887(N)    112 58 48.76491(W) AD(       ) 3
 NU1633  NAD 27      -  42 30 02.43237(N)    112 58 45.79052(W) AD(       ) 3
 NU1633  NGVD 29 (07/19/86) 2011.1    (m)         6598.     (f) VERT ANG       
 NU1633
 NU1633.Superseded values are not recommended for survey control.
 NU1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1633.See file dsdata.txt to determine how the superseded data were derived.
 NU1633
 NU1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN3729207259(NAD 83)
 NU1633_MARKER: DD = SURVEY DISK
 NU1633_SETTING: 66 = SET IN ROCK OUTCROP
 NU1633_SP_SET: SET IN ROCK OUTCROP
 NU1633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1633+STABILITY: POSITION/ELEVATION WELL
 NU1633
 NU1633  HISTORY     - Date     Condition        Report By
 NU1633  HISTORY     - 1934     MONUMENTED       USGS
 NU1633
 NU1633                          STATION DESCRIPTION
 NU1633
 NU1633'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 NU1633'LOCATED 5.0 MI. S. AND 3.6 MI. W. OF ROCKLAND, ON THE NE. BREAK OF
 NU1633'MOUNTAIN WHICH IS ON THE SE. SIDE OF HOUTZ CANYON.
 NU1633'
 NU1633'TO REACH FROM ROCKLAND, GO 6.1 MI. W. AND SW. ON THE HOUTZ CANYON RD.,
 NU1633'GO LEFT (S.) ON RD. UP SMALL DRAIN 0.2 MI. TO TOP OF HILL AT FENCE AND
 NU1633'TWO GRAIN TANKS, CONTINUE S. ACROSS AND ALONG FIELD 1.2 MI. TO
 NU1633'CENTERLINE OF RIDGE ON THE MELVIN NELSON FARM, WITH 4-WHEEL DRIVE
 NU1633'TURN RIGHT (SW.) AND FOLLOW UP CENTERLINE OF RIDGE 1.3 MI. TO SMALL
 NU1633'SADDLE JUST N. AND ABOUT 75 FT. BELOW HIGH POINT OF MAIN RIDGE AND END
 NU1633'OF TRUCK TRAVEL.  PACK S. TO TOP AND STATION MARK.  (ABOUT A 2-MINUTE
 NU1633'PACK.)  GOOD HELICOPTER LANDING AREA IN SADDLE.
 NU1633'
 NU1633'NOTE--ROCK CAIRN DESCRIBED IN 1934 HAS BEEN DESTROYED PRIOR TO THIS
 NU1633'DATE.
 NU1633'
 NU1633'STATION MARK--STANDARD TABLET STAMPED---HOUTZ 1934---, CEMENTED IN
 NU1633'ROCK OUTCROP OF SUMMIT.
 NU1633'
 NU1633'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---HOUTZ 1934
 NU1633'NO 1---, CEMENTED IN ROCK OUTCROP, 11.57 FT. FROM STATION MARK,
 NU1633'N 15 DEG 18 MIN W.
 NU1633'
 NU1633'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---HOUTZ 1934
 NU1633'NO 2---, CEMENTED IN ROCK OUTCROP, 12.45 FT. FROM STATION MARK,
 NU1633'S 65 DEG 53 MIN E.
 NU1633'
 NU1633'NOTE--THIS STATION WAS RECOMPUTED DUE TO A SHIFT IN THE HORIZONTAL
 NU1633'DATUM BECAUSE OF RECENT USGS SECOND ORDER WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1287 ***********************************************************************
 RA1287  DESIGNATION -  HOWARD
 RA1287  PID         -  RA1287
 RA1287  STATE/COUNTY-  ID/IDAHO
 RA1287  USGS QUAD   -  HERSHEY POINT (1963)
 RA1287
 RA1287                         *CURRENT SURVEY CONTROL
 RA1287  ___________________________________________________________________
 RA1287* NAD 83(1992)-  45 22 03.99486(N)    116 07 24.94369(W)     ADJUSTED  
 RA1287* NAVD 88     -      1859.7    (meters)    6101.     (feet)  VERTCON   
 RA1287  ___________________________________________________________________
 RA1287  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 RA1287  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 RA1287
 RA1287  HORZ ORDER  -  FIRST
 RA1287
 RA1287.The horizontal coordinates were established by classical geodetic methods
 RA1287.and adjusted by the National Geodetic Survey in July 1992..
 RA1287
 RA1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1287
 RA1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1287
 RA1287.The geoid height was determined by GEOID03.
 RA1287
 RA1287;                    North         East     Units Scale Factor Converg.
 RA1287;SPC ID W     -   411,244.295   770,734.188   MT  0.99994386   -0 15 57.1
 RA1287;UTM  11      - 5,024,180.557   568,630.732   MT  0.99965791   +0 37 25.3
 RA1287
 RA1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1287!SPC ID W     -   0.99971090  x   0.99994386  =   0.99965478
 RA1287!UTM  11      -   0.99971090  x   0.99965791  =   0.99936891
 RA1287
 RA1287:                Primary Azimuth Mark                     Grid Az
 RA1287:SPC ID W     -  HOWARD AZ MK                             016 40 18.7
 RA1287:UTM  11      -  HOWARD AZ MK                             015 46 56.3
 RA1287
 RA1287|---------------------------------------------------------------------|
 RA1287| PID    Reference Object                     Distance      Geod. Az  |
 RA1287|                                                           dddmmss.s |
 RA1287| CH6699 HOWARD AZ MK                                       0162421.6 |
 RA1287| CH6700 HOWARD RM 1                           3.902 METERS 15550     |
 RA1287| CH6701 HOWARD RM 2                           5.502 METERS 21739     |
 RA1287|---------------------------------------------------------------------|
 RA1287
 RA1287                          SUPERSEDED SURVEY CONTROL
 RA1287
 RA1287  NAD 83(1986)-  45 22 03.99535(N)    116 07 24.94004(W) AD(       ) 1
 RA1287  NAD 27      -  45 22 04.37133(N)    116 07 21.48370(W) AD(       ) 1
 RA1287  NGVD 29 (07/19/86) 1858.6    (m)         6098.     (f) VERT ANG       
 RA1287
 RA1287.Superseded values are not recommended for survey control.
 RA1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1287.See file dsdata.txt to determine how the superseded data were derived.
 RA1287
 RA1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6863124181(NAD 83)
 RA1287_MARKER: DS = TRIANGULATION STATION DISK
 RA1287_SETTING: 80 = SET IN A BOULDER
 RA1287_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RA1287
 RA1287  HISTORY     - Date     Condition        Report By
 RA1287  HISTORY     - 1945     MONUMENTED       CGS
 RA1287
 RA1287                          STATION DESCRIPTION
 RA1287
 RA1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1287'STATION IS LOCATED ON THE N SLOPE OF A PROMINENT TIMBER RIDGE LYING
 RA1287'BETWEEN PARTRIDGE CREEK AND ELKHORN CREEK.  IT IS 4.2 MILES (AIR
 RA1287'LINE) SE OF RIGGINS HOT SPRINGS, 2.3 MILES (AIR LINE) SSW OF
 RA1287'HOWARDS RANCH, AND 2.2 MILES (AIR LINE) S OF THE SALMON RIVER.  IT
 RA1287'IS AT THE S EDGE OF A CLEARED AREA HAVING BEEN BURNED OVER AND IS
 RA1287'NOW LITERALLY COVERED BY BURNED WINDFALLS.
 RA1287'
 RA1287'STATION MARK IS A BRONZE STATION DISK SET IN A LARGE BOULDER
 RA1287'PROJECTING 3.5 FEET AND IS THE MOST N ONE OF THREE LARGE BOULDER.
 RA1287'(THE OTHER TWO BOULDERS CONTAIN THE REFERENCE MARKS).  IT IS 20
 RA1287'FEET N OF THE N EDGE OF A THICK GROUP OF PINE TREES.  DISK IS
 RA1287'STAMPED HOWARD 1945.
 RA1287'
 RA1287'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A LARGE BOULDER
 RA1287'PROJECTING 4 FEET.  IT IS 5 FEET HIGHER THAN STATION ELEVATION.
 RA1287'DISK IS STAMPED HOWARD NO 1 1945.
 RA1287'
 RA1287'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A LARGE BOULDER
 RA1287'PROJECTING 6 FEET.  IT IS 7 FEET HIGHER THAN STATION ELEVATION.
 RA1287'DISK IS STAMPED HOWARD NO 2 1945.
 RA1287'
 RA1287'AZIMUTH MARK IS IN AN AREA CLEARED EXCEPT FOR A FEW LARGE SCATTERED
 RA1287'TREES.  IT IS ABOUT 300 FEET N OF WHERE THE TRAIL TO THE STATION
 RA1287'TURNS S ON THE CREST OF THE RIDGE AND GOES INTO THICK TIMBER AND IS
 RA1287'300 FEET SW OF A VERY LARGE BOULDER.  IT IS ON THE CREST OF THE
 RA1287'RIDGE.  IT IS A BRONZE AZIMUTH DISK SET IN A BOULDER THAT IS
 RA1287'ABOUT 2 BY 3 FEET AND PROJECTS 2 FEET.  DISK IS STAMPED HOWARD
 RA1287'1945.
 RA1287'
 RA1287'TO REACH THE STATION FROM THE POST OFFICE IN RIGGINS, GO S ON
 RA1287'U.S. HIGHWAY 95 FOR 0.95 MILE TO A T-ROAD LEFT.  TURN LEFT (E),
 RA1287'CROSSING BRIDGE OVER THE LITTLE SALMON RIVER, AND FOLLOW THE MAIN
 RA1287'TRAVELED ROAD E UP THE SALMON RIVER FOR 14.8 MILES TO THE HOWARD
 RA1287'RANCH.  FROM THE RANCH, FOLLOW ROAD S UP ELKHORN CREEK FOR ABOUT
 RA1287'1.5 MILES TO A LARGE TRIANGULAR BLAZE ON LARGE PINE TREE ON
 RA1287'RIGHT.  CROSS CREEK HERE AND FOLLOW A WELL DEFINED TRAIL, W, ON
 RA1287'SWITCHBACKS UP STEEP SIDE OF MOUNTAIN FOR ABOUT 2 HOURS TO WHERE
 RA1287'THE TRAIL BECOMES VERY DIM AND COMPLETELY FADES OUT.
 RA1287'CONTINUE SW ABOUT 200 YARDS TO OPENING IN TIMBER ON BENCHLAND,
 RA1287'CONTINUE W FOR ABOUT 0.2 MILE TO ANOTHER LARGE OPENING IN TIMBER AND
 RA1287'SEVERAL LARGE BOULDERS.  AZIMUTH MARK TO THE RIGHT AS
 RA1287'DESCRIBED.  TURN LEFT (S) AND FOLLOW ALONG THROUGH TIMBER AND
 RA1287'WINDFALLS FOR ABOUT 0.3 MILE TO N EDGE OF CLEARING.  THIS IS AS
 RA1287'FAR AS HORSES CAN BE TAKEN.  CONTINUE ACROSS CLEARING OVER SMALL
 RA1287'WINDFALLS FOR ABOUT 0.25 MILE TO A PATCH OF THICK TIMBER SSW AND THE
 RA1287'STATION AS DESCRIBED.
 RA1287'
 RA1287'NOTE--IT IS A 4-HOUR HORSE PACK OR 6-HOUR BACK PACK.  HORSES MAY
 RA1287'BE OBTAINED AT THE HOWARD RANCH, MENTIONED IN DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0927 ***********************************************************************
 OY0927  DESIGNATION -  HOWE
 OY0927  PID         -  OY0927
 OY0927  STATE/COUNTY-  ID/BUTTE
 OY0927  USGS QUAD   -  HOWE PEAK (1972)
 OY0927
 OY0927                         *CURRENT SURVEY CONTROL
 OY0927  ___________________________________________________________________
 OY0927* NAD 83(1992)-  43 42 47.04611(N)    113 05 59.75342(W)     ADJUSTED  
 OY0927* NAVD 88     -      2653.6    (meters)    8706.     (feet)  VERTCON   
 OY0927  ___________________________________________________________________
 OY0927  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 OY0927  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 OY0927
 OY0927  HORZ ORDER  -  FIRST
 OY0927
 OY0927.The horizontal coordinates were established by classical geodetic methods
 OY0927.and adjusted by the National Geodetic Survey in July 1992..
 OY0927
 OY0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0927
 OY0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0927
 OY0927.The geoid height was determined by GEOID03.
 OY0927
 OY0927;                    North         East     Units Scale Factor Converg.
 OY0927;SPC ID C     -   227,709.786   572,534.385   MT  1.00001206   +0 37 19.3
 OY0927;UTM  12      - 4,842,147.604   330,828.851   MT  0.99995202   -1 27 05.4
 OY0927
 OY0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0927!SPC ID C     -   0.99958589  x   1.00001206  =   0.99959795
 OY0927!UTM  12      -   0.99958589  x   0.99995202  =   0.99953793
 OY0927
 OY0927:                Primary Azimuth Mark                     Grid Az
 OY0927:SPC ID C     -  HOWE AZ MK                               010 35 55.8
 OY0927:UTM  12      -  HOWE AZ MK                               012 40 20.5
 OY0927
 OY0927|---------------------------------------------------------------------|
 OY0927| PID    Reference Object                     Distance      Geod. Az  |
 OY0927|                                                           dddmmss.s |
 OY0927| CN3729 HOWE AZ MK                                         0111315.1 |
 OY0927| OY0904 NATIONAL REACTOR SITE FET MAST      APPROX.33.9 KM 0610948.5 |
 OY0927| CN3731 HOWE RM CROSS                         2.585 METERS 13015     |
 OY0927| CN3730 HOWE RM 1                             4.642 METERS 19629     |
 OY0927| CN3732 HOWE RM 2                             7.380 METERS 31246     |
 OY0927|---------------------------------------------------------------------|
 OY0927
 OY0927                          SUPERSEDED SURVEY CONTROL
 OY0927
 OY0927  NAD 83(1986)-  43 42 47.04211(N)    113 05 59.74041(W) AD(       ) 1
 OY0927  NAD 27      -  43 42 47.38780(N)    113 05 56.72480(W) AD(       ) 1
 OY0927  NGVD 29 (07/19/86) 2652.4    (m)         8702.     (f) VERT ANG       
 OY0927
 OY0927.Superseded values are not recommended for survey control.
 OY0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0927.See file dsdata.txt to determine how the superseded data were derived.
 OY0927
 OY0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP3082942148(NAD 83)
 OY0927_MARKER: DB = BENCH MARK DISK
 OY0927_SETTING: 66 = SET IN ROCK OUTCROP
 OY0927_SP_SET: PARTIALLY EXPOSED BEDROCK
 OY0927
 OY0927  HISTORY     - Date     Condition        Report By
 OY0927  HISTORY     - 1915     MONUMENTED       USGS
 OY0927  HISTORY     - 1960     GOOD             CGS
 OY0927  HISTORY     - 1965     GOOD             CGS
 OY0927  HISTORY     - 1969     GOOD             USGS
 OY0927  HISTORY     - 1972     GOOD             USGS
 OY0927
 OY0927                          STATION DESCRIPTION
 OY0927
 OY0927'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 OY0927'LOCATED ABOUT 16 MI NE. OF ARCO, 6 MI SW. OF HOWE POST OFFICE.
 OY0927'ON HIGH GRASSY RIDGE BETWEEN ARCO PASS AND THE LAVAS.
 OY0927'
 OY0927'STATION MARK--BM TABLET, UNSTAMPED, SET IN SOLID ROCK CENTERED
 OY0927'UNDER BIG MONUMENT.
 OY0927'
 OY0927'RM 1--CHISELED CROSS ON SOLID ROCK SE.
 OY0927
 OY0927                          STATION RECOVERY (1960)
 OY0927
 OY0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0927'THE STATION IS ON THE HIGHEST POINT OF HOWE PEAK, ABOUT 10 MILES
 OY0927'EAST AND 5 MILES NORTH OF ARCO, 5 MILES WEST AND 5 MILES SOUTH
 OY0927'OF HOWE AND IN T 5 N, R 28 E.
 OY0927'
 OY0927'TO REACH THE STATION FROM THE POST OFFICE IN ARCO, GO SOUTHEAST
 OY0927'ON U.S. HIGHWAYS 20 AND 26 FOR 0.3 MILE TO A MACADAM SIDE ROAD
 OY0927'LEFT, TURN LEFT, CROSS RAILROAD TRACKS AND TURN RIGHT FOR 0.3
 OY0927'MILE TO A GRAVELED SIDE ROAD LEFT, TURN LEFT, CROSSING A CANAL
 OY0927'AND GO EAST FOR 1.05 MILES TO A SIDE ROAD LEFT, TURN LEFT
 OY0927'AND GO NORTH FOR 1.5 MILES TO A FORK AND A GATE, TURN RIGHT
 OY0927'THROUGH THE GATE AND GO 2.2 MILES TO A SIDE ROAD RIGHT AT
 OY0927'A METAL BUILDING, TURN RIGHT AND GO 3.3 MILES TO A
 OY0927'T-INTERSECTION AT A FENCE CORNER ON THE LEFT, TURN LEFT AND GO
 OY0927'NORTHERLY ON TRACK ROAD FOR 2.0 MILES TO A FORK, TURN LEFT
 OY0927'AND GO 0.35 MILE TO A GATE, PASS THROUGH AND CONTINUE 0.4
 OY0927'MILE TO A FORK, TURN RIGHT AND GO 0.4 MILE TO A BOARD
 OY0927'GATE, PASS THROUGH AND CONTINUE UP CANYON FOR 0.4 MILE
 OY0927'TO A FORK, TURN LEFT AND GO 1.0 MILE TO A T-INTERSECTION,
 OY0927'TURN RIGHT AND GO 0.6 MILE TO WHERE THE ROAD TURNS LEFT
 OY0927'AND STARTS DOWN STEEP GRADE AND THE AZIMUTH MARK ON THE
 OY0927'RIGHT, CONTINUE DOWN STEEP GRADE, DOWN INTO A CANYON AND UP
 OY0927'THE OTHER SIDE FOR 1.6 MILES TO A CAIRN ON THE RIGHT, TURN
 OY0927'LEFT ACROSS COUNTRY FOR 0.4 MILE TO THE HIGHEST POINT AND
 OY0927'THE STATION.  A FOUR-WHEEL DRIVE VEHICLE IS NEEDED TO DRIVE
 OY0927'TO THIS STATION.
 OY0927'
 OY0927'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 OY0927'UNSTAMPED, CEMENTED IN A DRILL HOLE IN THE TOP OF AND THE
 OY0927'APPROXIMATE CENTER OF A LARGE OUTCROPPING LEDGE OF BEDROCK.
 OY0927'
 OY0927'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOWE USGS NO 1
 OY0927'1960, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST EDGE OF THE
 OY0927'ROCK LEDGE AND ABOUT 18 INCHES LOWER THAN THE STATION.
 OY0927'
 OY0927'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOWE USGS NO 2
 OY0927'1960, CEMENTED IN A DRILL HOLE IN THE NORTHWEST EDGE OF THE
 OY0927'ROCK LEDGE AND ABOUT THE SAME ELEVATION AS THE STATION.
 OY0927'
 OY0927'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOWE USGS 1960,
 OY0927'CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 X 10 FOOT ROCK
 OY0927'OUTCROP PROJECTING 4 FEET.  IT IS 110 FEET SOUTH-SOUTHEAST
 OY0927'AND ABOUT 10 FEET LOWER THAN THE HIGHEST POINT IN THIS VICINITY,
 OY0927'59 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD AND 3.2
 OY0927'FEET SOUTHEAST OF A METAL, WITNESS SIGNPOST SET IN A CAIRN.
 OY0927
 OY0927                          STATION RECOVERY (1965)
 OY0927
 OY0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 OY0927'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 OY0927'CONDITION.  ALL DISTANCES AND DIRECTIONS CHECKED WITH THE
 OY0927'EXCEPTION OF A 16 SECOND DIFFERENCE IN THE DIRECTION TO THE
 OY0927'AZIMUTH MARK.  A COMPLETE DESCRIPTION FOLLOWS--
 OY0927'
 OY0927'NOTE--BEFORE VISITING THE STATION PERMISSION AND AN ESCORT
 OY0927'MUST BE OBTAINED FROM THE U.S. ATOMIC ENERGY COMMISSION
 OY0927'SECURITY GUARD, CENTRAL FACILITIES BUILDING 606, U.S. ATOMIC
 OY0927'ENERGY COMMISSION RESERVATION.
 OY0927'
 OY0927'THE STATION IS LOCATED ABOUT 11-1/2 MILES NORTHEAST OF ARCO,
 OY0927'6-1/2 MILES SOUTHWEST OF HOWE, ON THE HIGHEST POINT OF HOWE
 OY0927'PEAK IN THE ARCO HILLS AND INSIDE THE FENCED AREA OF THE
 OY0927'ANTENNA INSTALLATION ATOP THE PEAK.
 OY0927'
 OY0927'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20,
 OY0927'26 AND ALTERNATE 93 IN ARCO, GO SOUTHEAST AND EAST ON U.S.
 OY0927'HIGHWAYS 20 AND 26 FOR 7.7 MILES TO THE JUNCTION OF U.S. HIGHWAYS
 OY0927'20 AND 26 AND STATE HIGHWAYS 22 AND 88.  TURN LEFT AND GO
 OY0927'NORTHEAST ON STATE HIGHWAYS 22 AND 88 FOR 10.1 MILES TO A DIM
 OY0927'SIDE ROAD LEFT.  (A 4-WHEEL DRIVE VEHICLE IS REQUIRED FROM THIS
 OY0927'POINT.) TURN LEFT AND GO NORTH FOR 0.05 MILE TO A SMALL GRAVEL
 OY0927'PIT.  BEAR LEFT AROUND THE SOUTH END OF THE GRAVEL PIT AND
 OY0927'GO WESTERLY FOR 0.6 MILE TO A Y-FORK.  TAKE THE RIGHT FORK
 OY0927'AND GO NORTH, NORTHWEST AND SOUTHWEST UP A CANYON FOR 4.3
 OY0927'MILES TO A DIM 3-WAY FORK IN A SADDLE.  TAKE THE MIDDLE FORK
 OY0927'AND GO SOUTHWEST FOR 0.8 MILE TO A DIM SIDE ROAD RIGHT.  (TO
 OY0927'REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO
 OY0927'WEST, DOWNGRADE, FOR 0.4 MILE TO THE MARK ON THE RIGHT, NORTH,
 OY0927'SIDE OF THE ROAD.) CONTINUE SOUTHWESTERLY FOR 1.7 MILES TO THE
 OY0927'TOP OF THE MOUNTAIN AND THE STATION.
 OY0927'
 OY0927'THE STATION MARK, UNSTAMPED, IS A U.S. GEOLOGICAL SURVEY DISK
 OY0927'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 OY0927'8 FEET.  IT IS 34 FEET SOUTHEAST OF THE SOUTHWEST POLE OF 4
 OY0927'ANTENNA POLES.
 OY0927'
 OY0927'REFERENCE MARK NO. 1, STAMPED HOWE USGS NO 1 1960, IS A STANDARD
 OY0927'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 OY0927'6 FEET AND IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS 47
 OY0927'FEET SOUTHEAST OF THE SOUTHWEST POLE OF 4 ANTENNA POLES.
 OY0927'
 OY0927'REFERENCE MARK NO. 2, STAMPED HOWE USGS NO 2 1960, IS A STANDARD
 OY0927'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 OY0927'PROJECTS 4 FEET AND IS ABOUT 2 FEET HIGHER THAN THE STATION.
 OY0927'IT IS 16 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST POLE OF 4
 OY0927'ANTENNA POLES.
 OY0927'
 OY0927'THE AZIMUTH MARK, STAMPED HOWE USGS 1960, IS A STANDARD DISK
 OY0927'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 OY0927'4 FEET AND IS ABOUT 10 FEET HIGHER THAN THE ROAD.  IT IS 58
 OY0927'FEET WEST OF THE CENTER OF THE ROAD AND 2.9 FEET SOUTH-SOUTHEAST
 OY0927'OF A WITNESS POST.
 OY0927'
 OY0927'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 OY0927'SOUTHWEST OF HOWE
 OY0927
 OY0927                          STATION RECOVERY (1969)
 OY0927
 OY0927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0927'RECOVERED AS DESCRIBED.
 OY0927'
 OY0927'NOTE--THE AEC BUILT A NEW RD. TO THE TOP OF HOWE MTN. WHEN THEY
 OY0927'INSTALLED THEIR RADIO FACILITY.
 OY0927'
 OY0927'TO REACH FROM POST OFFICE AT HOWE, GO 6.2 MI S. ON STATE HWY. 22
 OY0927'TO RD. FORK.  TURN RIGHT (W.) FOLLOWING JEEP RD. 4.6 MI UP EIGHT
 OY0927'MILE CANYON TO TOP OF RIDGE TO POINT WHERE FOUR RDS. FORK.  FOLLOW
 OY0927'MAIN RD. LEFT IN SOUTHERLY DIRECTION 2.6 MI UP RIDGE TO HOWE MTN.
 OY0927'AND STATION.
 OY0927'
 OY0927'RM 1--NGS DISK STAMPED---HOWE USGS NO 1 1960,---CEMENTED IN DRILL
 OY0927'HOLE IN SOUTHWEST EDGE OF ROCK LEDGE ABOUT 18 INCHES LOWER THAN
 OY0927'STATION.
 OY0927'
 OY0927'RM 2--NGS DISK STAMPED---HOWE USGS NO 2 1960,---CEMENTED IN DRILL
 OY0927'HOLE IN NORTHWEST EDGE OF ROCK LEDGE ABOUT SAME ELEVATION AS
 OY0927'STATION.
 OY0927'
 OY0927'STATION MARK--A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, UNSTAMPED,
 OY0927'CEMENTED IN A DRILL HOLE IN THE TOP OF AND THE APPROXIMATE CENTER
 OY0927'OF A LARGE OUTCROPPING LEDGE OF BEDROCK.
 OY0927
 OY0927                          STATION RECOVERY (1972)
 OY0927
 OY0927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0927'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1491 ***********************************************************************
 SV1491  DESIGNATION -  HUCK
 SV1491  PID         -  SV1491
 SV1491  STATE/COUNTY-  ID/SHOSHONE
 SV1491  USGS QUAD   -  MARBLE MTN (1995)
 SV1491
 SV1491                         *CURRENT SURVEY CONTROL
 SV1491  ___________________________________________________________________
 SV1491* NAD 83(1992)-  47 11 31.02823(N)    116 07 00.77560(W)     ADJUSTED  
 SV1491* NAVD 88     -      1634.9    (meters)    5364.     (feet)  VERTCON   
 SV1491  ___________________________________________________________________
 SV1491  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 SV1491  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 SV1491
 SV1491  HORZ ORDER  -  SECOND
 SV1491
 SV1491.The horizontal coordinates were established by classical geodetic methods
 SV1491.and adjusted by the National Geodetic Survey in July 1992..
 SV1491
 SV1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1491
 SV1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1491
 SV1491.The geoid height was determined by GEOID03.
 SV1491
 SV1491;                    North         East     Units Scale Factor Converg.
 SV1491;SPC ID W     -   613,997.706   772,198.375   MT  0.99994283   -0 16 09.0
 SV1491;UTM  11      - 5,226,873.680   566,898.513   MT  0.99965500   +0 38 52.5
 SV1491
 SV1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1491!SPC ID W     -   0.99974640  x   0.99994283  =   0.99968924
 SV1491!UTM  11      -   0.99974640  x   0.99965500  =   0.99940148
 SV1491
 SV1491:                Primary Azimuth Mark                     Grid Az
 SV1491:SPC ID W     -  BUS                                      193 29 20.8
 SV1491:UTM  11      -  BUS                                      192 34 19.3
 SV1491
 SV1491|---------------------------------------------------------------------|
 SV1491| PID    Reference Object                     Distance      Geod. Az  |
 SV1491|                                                           dddmmss.s |
 SV1491| SV1502 BUS                                 APPROX. 4.6 KM 1931311.8 |
 SV1491|---------------------------------------------------------------------|
 SV1491
 SV1491                          SUPERSEDED SURVEY CONTROL
 SV1491
 SV1491  NAD 83(1986)-  47 11 31.03204(N)    116 07 00.76759(W) AD(       ) 2
 SV1491  NAD 27      -  47 11 31.33595(N)    116 06 57.19068(W) AD(       ) 2
 SV1491  NGVD 29 (07/19/86) 1633.7    (m)         5360.     (f) VERT ANG       
 SV1491
 SV1491.Superseded values are not recommended for survey control.
 SV1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1491.See file dsdata.txt to determine how the superseded data were derived.
 SV1491
 SV1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6689926874(NAD 83)
 SV1491_MARKER: DD = SURVEY DISK
 SV1491_SETTING: 0 = UNSPECIFIED SETTING
 SV1491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1491
 SV1491  HISTORY     - Date     Condition        Report By
 SV1491  HISTORY     - 1967     MONUMENTED       BPA
 SV1491  HISTORY     - 1969     GOOD             USGS
 SV1491
 SV1491                          STATION DESCRIPTION
 SV1491
 SV1491'DESCRIBED BY BONNEVILLE POWER ADMINISTRATION 1967
 SV1491'STATION HUCK IS 2.2 MILES AIRLINE EAST OF HUCKLEBERRY MTN.
 SV1491'ON HUCKLEBERRY RIDGE IN A CLEAR GRASSY MEADOW.  STATION WAS
 SV1491'REACHED BY HELICOPTER.
 SV1491'
 SV1491'STATION IS A STANDARD BPA BRASS CAP MONUMENT STAMPED HUCK
 SV1491'F-67-D-HS.
 SV1491
 SV1491                          STATION RECOVERY (1969)
 SV1491
 SV1491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SV1491'RECOVERED AS DESCRIBED.
 SV1491'
 SV1491'NEW DESCRIPTION FOLLOWS--LOCATED ABOUT 23 MI ESE. OF ST. MARIES,
 SV1491'7 MI SSE. OF CALDER, 2 MI W. OF MARBLE CREEK, 2 MI E. OF AND ON
 SV1491'SAME RIDGE AS HUCKLEBERRY MTN. AND LOH.  ABOUT 30 FT E. OF AND 5
 SV1491'FT LOWER THAN PROMINENT GRASSY NOSE ON WNW.-ESE. RIDGE.
 SV1491'
 SV1491'TO REACH FROM CALDER RANGER STATION ABOUT 24 MI E. OF ST. MARIES
 SV1491'ALONG ST. JOE RIVER, GO 5.1 MI E. ON RIVER RD. TO SIDE RD. RIGHT
 SV1491'AND SIGN HUCKLEBERRY LO.  TURN RIGHT 2.7 MI TO Y-RD.  TURN LEFT
 SV1491'2.6 MI TO Y-RD.  TURN RIGHT 0.6 MI TO Y-RD. IN SADDLE.  TURN LEFT
 SV1491'2.2 MI TO Y-RD.  TURN LEFT 0.3 MI TO SADDLE WHERE POWER LINE
 SV1491'CROSSES RIDGE AND END OF TRUCK TRAVEL.  PACK E. ALONG RIDGE ABOUT
 SV1491'0.6 MI TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1753 ***********************************************************************
 RZ1753  DESIGNATION -  HUCKLEBERRY
 RZ1753  PID         -  RZ1753
 RZ1753  STATE/COUNTY-  ID/CLEARWATER
 RZ1753  USGS QUAD   -  GRANGEMONT (1994)
 RZ1753
 RZ1753                         *CURRENT SURVEY CONTROL
 RZ1753  ___________________________________________________________________
 RZ1753* NAD 83(1992)-  46 31 44.93164(N)    116 07 10.20685(W)     ADJUSTED  
 RZ1753* NAVD 88     -      1137.6    (meters)    3732.     (feet)  VERTCON   
 RZ1753  ___________________________________________________________________
 RZ1753  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 RZ1753  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 RZ1753
 RZ1753  HORZ ORDER  -  SECOND
 RZ1753
 RZ1753.The horizontal coordinates were established by classical geodetic methods
 RZ1753.and adjusted by the National Geodetic Survey in July 1992..
 RZ1753
 RZ1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1753
 RZ1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1753
 RZ1753.The geoid height was determined by GEOID03.
 RZ1753
 RZ1753;                    North         East     Units Scale Factor Converg.
 RZ1753;SPC ID W     -   540,320.909   771,653.137   MT  0.99994321   -0 16 05.4
 RZ1753;UTM  11      - 5,153,218.722   567,526.031   MT  0.99965605   +0 38 20.5
 RZ1753
 RZ1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1753!SPC ID W     -   0.99982436  x   0.99994321  =   0.99976758
 RZ1753!UTM  11      -   0.99982436  x   0.99965605  =   0.99948047
 RZ1753
 RZ1753|---------------------------------------------------------------------|
 RZ1753| PID    Reference Object                     Distance      Geod. Az  |
 RZ1753|                                                           dddmmss.s |
 RZ1753| RZ1754 HUCKLEBERRY BUTTE LOT                27.790 METERS 01531     |
 RZ1753| CH6722 HUCKLEBERRY SUB PT B                               05844     |
 RZ1753| CH6716 HUCKLEBERRY RM 1                     17.381 METERS 05914     |
 RZ1753| CH6715 HUCKLEBERRY AZ MK                                  1512101.4 |
 RZ1753|---------------------------------------------------------------------|
 RZ1753
 RZ1753                          SUPERSEDED SURVEY CONTROL
 RZ1753
 RZ1753  NAD 83(1986)-  46 31 44.93714(N)    116 07 10.20339(W) AD(       ) 2
 RZ1753  NAD 27      -  46 31 45.27290(N)    116 07 06.70400(W) AD(       ) 2
 RZ1753  NGVD 29 (07/19/86) 1136.5    (m)         3729.     (f) VERT ANG       
 RZ1753
 RZ1753.Superseded values are not recommended for survey control.
 RZ1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1753.See file dsdata.txt to determine how the superseded data were derived.
 RZ1753
 RZ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM6752653219(NAD 83)
 RZ1753_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1753
 RZ1753  HISTORY     - Date     Condition        Report By
 RZ1753  HISTORY     - 1959     MONUMENTED       CGS
 RZ1753
 RZ1753                          STATION DESCRIPTION
 RZ1753
 RZ1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1753'THE STATION IS AT THE SITE OF THE HUCKLEBERRY LOOKOUT TOWER,
 RZ1753'ON THE HIGHEST POINT OF A WOODED HILL KNOWN AS HUCKLEBERRY
 RZ1753'BUTTE.  IT IS ABOUT 6 MILES EAST AND 3 MILES NORTH OF OROFINO,
 RZ1753'4-1/4 MILES WEST AND 1/2 MILE NORTH OF THE SMALL SETTLEMENT
 RZ1753'OF GRANGEMONT, 1-1/2 MILES SOUTH OF WHISKEY CREEK AND IN
 RZ1753'THE SOUTHEAST 1/4 OF SECTION 19, T 37 N, R 3 E.
 RZ1753'
 RZ1753'TO REACH THE STATION FROM THE POST OFFICE IN OROFINO, GO EAST
 RZ1753'ON MACADAM ROAD FOR 3.0 MILES TO A RAILROAD TRESTLE, CONTINUE
 RZ1753'EASTERLY FOR 6.1 MILES TO A FORK, TAKE RIGHT ROAD, LEAVING
 RZ1753'MACADAM ROAD, AND GO 0.15 MILE TO A BRIDGE OVER WHISKEY CREEK,
 RZ1753'CONTINUE FOR 0.5 MILE TO A FORK, TAKE THE RIGHT ROAD AND CONTINUE
 RZ1753'FOR 0.4 MILE TO A FORK, TAKE THE LEFT ROAD AND GO 0.1 MILE
 RZ1753'TO A FORK, TAKE THE RIGHT ROAD FOR 1.3 MILES TO A SIDE ROAD
 RZ1753'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO A ANGLING
 RZ1753'CROSSROADS (TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE
 RZ1753'AHEAD FOR 1.2 MILES TO A T-JUNCTION AND THE AZIMUTH MARK)
 RZ1753'TURN LEFT FOR 0.45 MILE TO A FORK, TAKE THE LEFT ROAD AND
 RZ1753'GO 1.0 MILE TO THE TOP OF HILL AND THE STATION.
 RZ1753'
 RZ1753'THE STATION MARKS ARE STANDARD DISKS, STAMPED HUCKLEBERRY
 RZ1753'1959.  THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH
 RZ1753'SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT IS 100 FEET
 RZ1753'SOUTH OF A POWER LINE POLE, 78 FEET SOUTH-SOUTHEAST OF THE
 RZ1753'SOUTHWEST LEG OF THE LOOKOUT TOWER, 68 FEET SOUTHWEST OF A
 RZ1753'TRIANGLE BLAZE ON THE SOUTHWEST SIDE OF A 14-INCH PINE TREE,
 RZ1753'86 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL BUILDING
 RZ1753'AND 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD LOG
 RZ1753'CABIN.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 RZ1753'OF CONCRETE 24 INCHES BELOW THE GROUND SURFACE.
 RZ1753'
 RZ1753'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HUCKLEBERRY
 RZ1753'NO 1 1959, SET IN A DRILL HOLE IN THE TOP OF A 2 X 3 FOOT
 RZ1753'BOULDER PROJECTING 8 INCHES.  IT IS 11 FEET SOUTHWEST OF
 RZ1753'THE 14-INCH PINE TREE AND 3 FEET SOUTHEAST OF THE SOUTHEAST
 RZ1753'CORNER OF THE LOG CABIN.
 RZ1753'
 RZ1753'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HUCKLEBERRY
 RZ1753'NO 2 1959, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE
 RZ1753'POST PROJECTING 5 INCHES.  IT IS IN THE DETERMINED CENTER
 RZ1753'OF THE BASE OF THE LOOKOUT TOWER.
 RZ1753'
 RZ1753'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HUCKLEBERRY
 RZ1753'1959, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 RZ1753'PROJECTING 6 INCHES.  IT IS 28 FEET EAST OF A SIGNBOARD
 RZ1753'NAILED TO A 12-INCH PINE TREE (HUCKLEBERRY BUTTE PRINTED
 RZ1753'ON SIGNBOARD), 21 FEET SOUTHEAST OF THE INTERSECTION OF THE
 RZ1753'CENTERLINES OF THE T-JUNCTION AND 18 FEET EAST OF A WHITE
 RZ1753'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1504 ***********************************************************************
 SV1504  DESIGNATION -  HUCKLEBERRY
 SV1504  PID         -  SV1504
 SV1504  STATE/COUNTY-  ID/SHOSHONE
 SV1504  USGS QUAD   -  HUCKLEBERRY MTN (1995)
 SV1504
 SV1504                         *CURRENT SURVEY CONTROL
 SV1504  ___________________________________________________________________
 SV1504* NAD 83(1992)-  47 12 12.73168(N)    116 09 21.67921(W)     ADJUSTED  
 SV1504* NAVD 88     -      1726.9    (meters)    5666.     (feet)  VERTCON   
 SV1504  ___________________________________________________________________
 SV1504  LAPLACE CORR-           8.03  (seconds)                    DEFLEC99
 SV1504  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 SV1504
 SV1504  HORZ ORDER  -  THIRD
 SV1504
 SV1504.The horizontal coordinates were established by classical geodetic methods
 SV1504.and adjusted by the National Geodetic Survey in July 1992..
 SV1504
 SV1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1504
 SV1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1504
 SV1504.The geoid height was determined by GEOID03.
 SV1504
 SV1504;                    North         East     Units Scale Factor Converg.
 SV1504;SPC ID W     -   615,300.174   769,239.128   MT  0.99994496   -0 17 52.5
 SV1504;UTM  11      - 5,228,128.249   563,919.665   MT  0.99965021   +0 37 09.5
 SV1504
 SV1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1504!SPC ID W     -   0.99973200  x   0.99994496  =   0.99967697
 SV1504!UTM  11      -   0.99973200  x   0.99965021  =   0.99938230
 SV1504
 SV1504|---------------------------------------------------------------------|
 SV1504| PID    Reference Object                     Distance      Geod. Az  |
 SV1504|                                                           dddmmss.s |
 SV1504| CH6721 HUCKLEBERRY RM 2                      3.630 METERS 04718     |
 SV1504| CH6719 HUCKLEBERRY ECC MARK                 11.000 METERS 11626     |
 SV1504| SV1493 1 100 VC                            APPROX.11.1 KM 1220514.0 |
 SV1504| CH6720 HUCKLEBERRY RM 1                      3.560 METERS 31706     |
 SV1504|---------------------------------------------------------------------|
 SV1504
 SV1504                          SUPERSEDED SURVEY CONTROL
 SV1504
 SV1504  NAD 83(1986)-  47 12 12.73562(N)    116 09 21.67142(W) AD(       ) 3
 SV1504  NAD 27      -  47 12 13.03934(N)    116 09 18.09297(W) AD(       ) 3
 SV1504  NGVD 29 (07/19/86) 1725.7    (m)         5662.     (f) VERT ANG       
 SV1504
 SV1504.Superseded values are not recommended for survey control.
 SV1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1504.See file dsdata.txt to determine how the superseded data were derived.
 SV1504
 SV1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6392028128(NAD 83)
 SV1504_MARKER: DD = SURVEY DISK
 SV1504_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 SV1504_SP_SET: OBJECT IMBEDDED IN GROUND
 SV1504
 SV1504  HISTORY     - Date     Condition        Report By
 SV1504  HISTORY     - 1956     MONUMENTED       USGS
 SV1504  HISTORY     - 1959     GOOD             USGS
 SV1504  HISTORY     - 1969     GOOD             USGS
 SV1504
 SV1504                          STATION DESCRIPTION
 SV1504
 SV1504'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV1504'STATION MARK--STANDARD TABLET STAMPED---HUCKLEBERRY 1956---, IN
 SV1504'CONCRETE POURED IN HOLE DUG DOWN TO BEDROCK, ABOUT 5 INCHES LOWER
 SV1504'THAN AVERAGE LEVEL OF GROUND, DIRECTLY UNDER CENTER OF LOT.
 SV1504'
 SV1504'RM 1--COPPER NAIL AND WASHER CEMENTED IN NORTHWEST CONCRETE
 SV1504'FOUNDATION OF TOWER.
 SV1504'
 SV1504'RM 2--COPPER NAIL AND WASHER CEMENTED IN NORTHEAST CONCRETE
 SV1504'FOUNDATION OF TOWER.
 SV1504
 SV1504                          STATION RECOVERY (1959)
 SV1504
 SV1504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 SV1504'RECOVERED AS DESCRIBED.
 SV1504'
 SV1504'LOCATED ABOUT 12.6 MI NE. OF FERNWOOD, ABOUT 12 MI SE. OF ST. JOE
 SV1504'CITY, 5.2 MI SSE. OF CALDER.  ON TOP OF MOUNTAIN KNOWN LOCALLY AS
 SV1504'HUCKLEBERRY MOUNTAIN, CENTERED UNDER USFS LOT.
 SV1504'
 SV1504'TO REACH FROM CALDER POST OFFICE, DRIVE 0.5 MI S. ON MAIN RD. TO
 SV1504'T-RD. N.  TAKE LEFT FORK 0.1 MI TO ENTRANCE RD. TO CALDER GUARD
 SV1504'STATION.  TAKE LEFT FORK 5.6 MI TO RD. FORK.  TAKE RIGHT FORK AS
 SV1504'PER SIGN HUCKLEBERRY LO 10 5.7 MI TO RD. FORK.  TAKE RIGHT FORK
 SV1504'AS PER SIGN HUCKLEBERRY LO 3 3.4 MI TO RD. FORK.  TAKE RIGHT
 SV1504'FORK AS PER SIGN HUCKLEBERRY LO 5 0.35 MI TO T-RD. N.  TAKE
 SV1504'RIGHT FORK 0.9 MI TO TOP AND STATION.
 SV1504
 SV1504                          STATION RECOVERY (1969)
 SV1504
 SV1504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SV1504'RECOVERED AS DESCRIBED.
 SV1504'
 SV1504'ECC MARK--BOLT IN BEDROCK, 1.3 FT HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1571 ***********************************************************************
 SV1571  DESIGNATION -  HUCKLEBERRY
 SV1571  PID         -  SV1571
 SV1571  STATE/COUNTY-  ID/KOOTENAI
 SV1571  USGS QUAD   -  WOLF LODGE (1996)
 SV1571
 SV1571                         *CURRENT SURVEY CONTROL
 SV1571  ___________________________________________________________________
 SV1571* NAD 83(1992)-  47 44 51.20769(N)    116 35 51.93542(W)     ADJUSTED  
 SV1571* NAVD 88     -      1484.6    (meters)    4871.     (feet)  VERTCON   
 SV1571  ___________________________________________________________________
 SV1571  LAPLACE CORR-           7.12  (seconds)                    DEFLEC99
 SV1571  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV1571
 SV1571  HORZ ORDER  -  FIRST
 SV1571
 SV1571.The horizontal coordinates were established by classical geodetic methods
 SV1571.and adjusted by the National Geodetic Survey in July 1992..
 SV1571
 SV1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1571
 SV1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1571
 SV1571.The geoid height was determined by GEOID03.
 SV1571
 SV1571;                    North         East     Units Scale Factor Converg.
 SV1571;SPC ID W     -   676,048.604   736,432.059   MT  0.99998297   -0 37 39.1
 SV1571;UTM  11      - 5,288,321.270   530,151.373   MT  0.99961117   +0 17 51.9
 SV1571
 SV1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1571!SPC ID W     -   0.99977004  x   0.99998297  =   0.99975302
 SV1571!UTM  11      -   0.99977004  x   0.99961117  =   0.99938130
 SV1571
 SV1571:                Primary Azimuth Mark                     Grid Az
 SV1571:SPC ID W     -  CHILCO MOUNTAIN 2                        018 12 14.3
 SV1571:UTM  11      -  CHILCO MOUNTAIN 2                        017 16 43.3
 SV1571
 SV1571|---------------------------------------------------------------------|
 SV1571| PID    Reference Object                     Distance      Geod. Az  |
 SV1571|                                                           dddmmss.s |
 SV1571| SV1554 CHILCO MOUNTAIN 2                   APPROX.16.8 KM 0173435.2 |
 SV1571| SV1558 CHILCO MOUNTAIN LOOKOUT TOWER       APPROX.16.8 KM 0173422.3 |
 SV1571| CH6711 5026 VAS                                           0221054.1 |
 SV1571| SV1566 SPADES MOUNTAIN LOOKOUT TOWER       APPROX. 5.8 KM 0221057.5 |
 SV1571| SV1479 JACKKNIFE PEAK LOOKOUT TOWER        APPROX.19.4 KM 0361248.7 |
 SV1571| SV1473 LOOKOUT RIDGE LOOKOUT HOUSE         APPROX.15.9 KM 0761513.5 |
 SV1571| SV1464 MOUNMENT MOUNTAIN LOOKOUT HOUSE     APPROX.12.0 KM 1014547.1 |
 SV1571| SV1463 COPPER MOUNTAIN OLD LOT             APPROX.14.1 KM 1412317.3 |
 SV1571| CH6713 HUCKLEBERRY RM 2                      3.410 METERS 15356     |
 SV1571| CH6712 HUCKLEBERRY RM 1                     17.625 METERS 22435     |
 SV1571| SV1573 HUCKLEBERRY LO                        7.574 METERS 23540     |
 SV1571| SV1574 HUCKLEBERRY MTN LOT                   7.763 METERS 23730     |
 SV1571| CH6714 HUCKLEBERRY RM 3                     20.752 METERS 29918     |
 SV1571| SV1567 HUDLOW MOUNTAIN LOOKOUT HOUSE       APPROX. 9.6 KM 3221430.6 |
 SV1571| SV1564 BUCKLES MOUNTAIN LOOKOUT TOWER      APPROX.11.5 KM 3554613.7 |
 SV1571|---------------------------------------------------------------------|
 SV1571
 SV1571                          SUPERSEDED SURVEY CONTROL
 SV1571
 SV1571  NAD 83(1991)-  47 44 51.20926(N)    116 35 51.92930(W) AD(       ) 1
 SV1571  NAD 83(1986)-  47 44 51.21226(N)    116 35 51.92481(W) AD(       ) 1
 SV1571  NAD 27      -  47 44 51.53854(N)    116 35 48.25420(W) AD(       ) 1
 SV1571  NGVD 29 (07/19/86) 1483.4    (m)         4867.     (f) VERT ANG       
 SV1571
 SV1571.Superseded values are not recommended for survey control.
 SV1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1571.See file dsdata.txt to determine how the superseded data were derived.
 SV1571
 SV1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3015188321(NAD 83)
 SV1571_MARKER: DS = TRIANGULATION STATION DISK
 SV1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1571
 SV1571  HISTORY     - Date     Condition        Report By
 SV1571  HISTORY     - 1940     MONUMENTED       CGS
 SV1571  HISTORY     - 1961     GOOD             CGS
 SV1571  HISTORY     - 1961     GOOD             CGS
 SV1571  HISTORY     - 1968     GOOD             CGS
 SV1571
 SV1571                          STATION DESCRIPTION
 SV1571
 SV1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1571'STATION IS ON TO OF HUCKLEBERRY MOUNTAIN, A WOODED HILL ABOUT
 SV1571'10-1/2 MILES NE OF COEUR D ALENE AND ABOUT 6-1/2 MILES W OF
 SV1571'THE HUCKLEBERRY RANGER STATION AND 25.5 FEET NE OF THE 60-FOOT
 SV1571'U.S.F.S.L.O. TOWER.
 SV1571'
 SV1571'STATION MARK IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE
 SV1571'MONUMENT 22 FEET E OF THE HIGHEST POINT OF THE MOUNTAIN, 14.5
 SV1571'FEET ENE OF THE NE CORNER OF LOOKOUT TOWER, FLUSH WITH THE
 SV1571'GROUND, AND STAMPED HUCKLEBERRY 1940.
 SV1571'
 SV1571'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. DISK CEMENTED IN
 SV1571'BEDROCK, 22 FEET S OF THE SW LEG OF LOOKOUT TOWER, FLUSH
 SV1571'WITH THE GROUND, 5 FEET BELOW THE STATION AND IS STAMPED NO. 1.
 SV1571'
 SV1571'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. DISK CEMTNED IN
 SV1571'BEDROCK, 18.5 FEET E OF NE LEG OF LOOKOUT TOWER, FLUSH WITH THE
 SV1571'GROUND, 1 FOOT BELOW THE STATION AND IS STAMPED NO. 2.
 SV1571'
 SV1571'THE AZIMUTH MARK IS A U.S.G.S. BENCH MARK UNDER AND NEAR THE
 SV1571'CENTER OF THE SPADES LOOKOUT TOWER.  TO REACH FROM THE STATION
 SV1571'FOLLOW ROAD BACK DOWN HILL 0.5 MILE TO THE MAIN ROAD.  TURN LEFT
 SV1571'(N) AND GO 2.2 MILES TO THE RAILROAD CROSSING.  CROSS TRACKS AND
 SV1571'CONTINUE 0.1 MILE TO GATE.  GO THROUGH GATE AND GO 2.2 MILES TO
 SV1571'FORK.  TURN LEFT AND CONTINUE UPHILL 1.4 MILES TO LOOKOUT TOWER AND
 SV1571'AZIMUTH MARK.  THE AZIMUTH MARK IS A 3/4-INCH LEAD PIPE SET
 SV1571'IN THE TOP OF A CONCRETE BLOCK 12 INCHES SQUARE, PROJECTING
 SV1571'1 INCH IN THE TOP OF A CONCRETE BLOCK 12 INCHES SQUARE,
 SV1571'PROJECTING 1 INCH AND STAMPED USGS BM VAS 5026.
 SV1571'
 SV1571'STATION CAN BE REACHED FROM THE POST OFFICE IN COEUR D ALENE
 SV1571'BY GOING S ONE BLOCK TO U.S. HIGHWAY 10.  TURN LEFT (E) AND
 SV1571'GO 1.2 MILES TO WHERE U.S. HIGHWAY 10 TURNS RIGHT (S) AND A
 SV1571'PAVED STREET LEADS STRAIGHT AHEAD (E).  CONTINUE E FOR 0.2
 SV1571'MILE TO END OF PAVEMENT AND T-ROAD.  TURN LEFT (N) AND GO ALONG
 SV1571'N SIDE OF FERMAN LAKE UP GRADE FOR 10.9 MILES TO FORK AT SIGN
 SV1571'TRAIL NO. 74 KELLY MOUNTAIN L.O. 4.  TAKE LEFT FORK (N) AND
 SV1571'GO 2.2 MILES TO FORK AT SIGN FERMAN R.S. 14 COEUR D ALENE 15
 SV1571'MAGEE R.S. 28.  TAKE LEFT FORK (N) AND GO 0.6 MILE TO ROAD
 SV1571'LEADING LEFT AT SIGH HUCKLEBERRY L.O.  TURN LEFT (W) AND GO 0.5
 SV1571'MILE TO TOP OF MOUNTAIN AT LOOKOUT TOWER AND STATION.
 SV1571'
 SV1571'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 SV1571
 SV1571                          STATION RECOVERY (1961)
 SV1571
 SV1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 SV1571'THE STATION AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.
 SV1571'REFERENCE MARK NO. 2 HAS BEEN DESTROYED.  THE AZIMUTH MARK WAS
 SV1571'NOT SEARCHED FOR.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 SV1571'
 SV1571'THE STATION IS LOCATED ON HUCKLEBERRY MOUNTAIN ABOUT 10-1/2
 SV1571'MILES NORTHEAST OF COEUR D ALENE, 6-1/2 MILES WEST OF THE
 SV1571'HUCKLEBERRY RANGER STATION.
 SV1571'
 SV1571'TO REACH THE STATION FROM THE POST OFFICE IN COEUR D ALENE,
 SV1571'GO SOUTH ONE BLOCK TO U.S. HIGHWAY NO. 10.  TURN LEFT AND GO
 SV1571'EAST OF U.S. HIGHWAY NO. 10 FOR 1.2 MILES TO A POINT WHERE
 SV1571'U.S. HIGHWAY NO. 10 TURN RIGHT AND SHERMAN STREET GOES STRAIGHT.
 SV1571'GO EAST ON SHERMAN STREET FOR 0.2 MILES TO A Y-INTERSECTION.
 SV1571'TAKE THE LEFT FORK AND GO WESTERLY ON FERNAN ROAD ALONG THE
 SV1571'NORTH SIDE OF FERNAN LAKE FOR 10.9 MILES TO THE FORK OF THREE
 SV1571'ROADS, AND A SIGN TRAIL NO. 74 KELLEY MOUNTAIN L.O. 4.  TAKE
 SV1571'THE MIDDLE ROAD AND GO NORTHERLY ON A GRADED ROAD FOR 2.2 MILES
 SV1571'TO A SIDE ROAD LEFT AND A SIGN FERNAN R.S. 14 COEUR D ALENE
 SV1571'15 MAGEE R.S. 28.  TURN LEFT AND GO WESTERLY ON A TRACK ROAD FOR
 SV1571'0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A TRACK
 SV1571'ROAD FOR 0.5 MILE TO TOP OF MOUNTAIN AND THE STATION SITE.
 SV1571'
 SV1571'STATION MARK, A STANDARD DISK STAMPED HUCKLEBERRY 1940, IS SET
 SV1571'IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST
 SV1571'WHICH PROJECTS 1 INCH.  IT IS 14.5 FEET NORTHEAST OF THE
 SV1571'NORTHEAST LEG FOUNDATION OF A DESTROYED LOOKOUT TOWER.
 SV1571'
 SV1571'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NO 1, IS SET IN
 SV1571'BEDROCK FLUSH WITH THE GROUND.  IT IS 22 FEET SOUTH OF THE
 SV1571'SOUTHWEST LEG FOUNDATION OF A DESTROYED LOOKOUT TOWER.
 SV1571'
 SV1571'HEIGHT OF MIRROR ABOVE STATION MARK 1.15 METERS.
 SV1571
 SV1571                          STATION RECOVERY (1961)
 SV1571
 SV1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SV1571'NOTE--THE USGS STATION --HUCKLEBERRY LO-- AND USGS REFERENCE MARKS
 SV1571'NO. 1 AND NO. 2 HAVE BEEN DESTROYED.
 SV1571'
 SV1571'STATION MARK--A STANDARD DISK STAMPED---HUCKLEBERRY 1940---, SET IN
 SV1571'CONCRETE AT THE CENTER OF A 12 BY 12 IN. CONCRETE POST WHICH PROJECTS
 SV1571'1 IN.
 SV1571
 SV1571                          STATION RECOVERY (1968)
 SV1571
 SV1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SV1571'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 SV1571'GOOD CONDITION.  REFERENCE MARK 2 AND THE USGS BM HAVE BEEN
 SV1571'DESTROYED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 SV1571'COMPARED FAVORABLE WITH 1940 OBSERVATIONS.  THE AZIMUTH MARK WAS NOT
 SV1571'VISITED AT THIS OCCUPATION DUE TO SNOW AND FALLEN TREES
 SV1571'ACROSS THE ROUTE.  HOWEVER, THE CENTER OF THE SPADES LOOKOUT TOWER
 SV1571'WAS TAKEN AND THE ANGLE TO THE AZIMUTH MARK AND IT COMPARED BY 5.4
 SV1571'SECONDS.  A NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A
 SV1571'COMPLETE NEW DESCRIPTION FOLLOWS.
 SV1571'
 SV1571'THE STATION IS ABOUT 9-1/2 MILES NORTHEAST OF COEUR D ALENE, 9-1/2
 SV1571'MILES NORTH-NORTHWEST OF FOURTH OF JULY SUMMIT, AND 9 MILES EAST OF
 SV1571'HAYDEN LAKE.
 SV1571'
 SV1571'TO REACH THE STATION FROM THE COEUR D ALENE CITY HALL, GO EAST ON
 SV1571'SHERMAN AVENUE FOR 1.2 MILES TO A FORK.  CONTINUE EAST ON SHERMAN
 SV1571'AVENUE FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK (FERNAN ROAD)
 SV1571'AND GO EASTERLY ALONG THE NORTH SIDE OF FERNAN LAKE FOR 5.5 MILES
 SV1571'TO A FORK.  KEEP THE RIGHT FORK AND CONTINUE NORTHEASTERLY FOR
 SV1571'6.0 MILES TO A FORK AND SIGN FERNAN SADDLE.  TAKE THE LEFT FORK
 SV1571'AND GO NORTHERLY FOR 1.0 MILE TO A FLOWING SPRING ON THE LEFT.
 SV1571'CONTINUE NORTHERLY FOR 1.25 MILES TO A FORK.  TAKE THE LEFT FORK
 SV1571'AS PER SIGN HAYDEN LAKE DIVIDE ROAD AND GO WESTERLY ON DIRT ROAD FOR
 SV1571'0.65 MILE TO A FORK.  TURN SHARP LEFT AND FOLLOW DIRT ROAD
 SV1571'SOUTHERLY FOR 0.55 MILE TO THE TOP OF THE HILL AND THE STATION.
 SV1571'
 SV1571'THE STATION IS A STANDARD DISK STAMPED HUCKLEBERRY 1940, SET IN THE
 SV1571'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS 2 INCHES
 SV1571'ABOVE THE GROUND SURFACE.  IT IS 98 FEET EAST OF THE CENTER OF THE
 SV1571'DIRT ROAD, 68-1/2 FEET EAST OF A METAL WITNESS POST WITH SIGN
 SV1571'ATTACHED, AND 25 FEET NORTH OF THE SOUTHEAST OLD FIRE TOWER
 SV1571'FOOTING.
 SV1571'
 SV1571'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 SV1571'STAMPED NO 1 1938, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 SV1571'AND FLUSH WITH THE GROUND.  IT IS 85 FEET SOUTHEAST OF THE CENTER
 SV1571'OF THE DIRT ROAD, 76 FEET SOUTHEAST OF THE METAL WITNESS POST, AND
 SV1571'21 FEET SOUTH OF THE SOUTHWEST OLD FIRE TOWER FOOTING.
 SV1571'
 SV1571'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HUCKLEBERRY 1940 NO 3
 SV1571'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 SV1571'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF
 SV1571'THE CENTER OF THE DIRT ROAD AND 1.3 FEET NORTH OF THE METAL WITNESS
 SV1571'POST.
 SV1571'
 SV1571'FOLLOWING IS THE 1940 DESCRIPTION OF AND ROUTE TO REACH THE AZIMUTH
 SV1571'MARK.
 SV1571'
 SV1571'THE AZIMUTH MARK IS A USGS BENCH MARK UNDER AND NEAR THE CENTER OF
 SV1571'THE SPADES LOOKOUT TOWER.  TO REACH FROM THE STATION FOLLOW ROAD
 SV1571'BACK DOWN HILL 0.5 MILE TO THE MAIN ROAD.  TURN LEFT (N) AND GO 2.2
 SV1571'MILES TO THE RAILROAD CROSSING.  CROSS TRACKS AND CONTINUE 0.1 MILE
 SV1571'TO A GATE.  GO THROUGH GATE AND GO 2.2 MILES TO A FORK.  TURN
 SV1571'LEFT AND CONTINUE UPHILL 1.4 MILES TO LOOKOUT TOWER AND AZIMUTH
 SV1571'MARK.  THE MARK IS A 3/4-INCH LEAD PIPE SET IN THE TOP OF A CONCRETE
 SV1571'BLOCK 12 INCHES SQUARE, PROJECTING 1 INCH AND STAMPED USGS BM VAS
 SV1571'5026.
 SV1571'
 SV1571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 SV1571'NORTHEAST OF COEUR D ALENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1074 ***********************************************************************
 TO1074  DESIGNATION -  HUCKLEBERRY
 TO1074  PID         -  TO1074
 TO1074  STATE/COUNTY-  ID/BONNER
 TO1074  USGS QUAD   -  CAREYWOOD (1996)
 TO1074
 TO1074                         *CURRENT SURVEY CONTROL
 TO1074  ___________________________________________________________________
 TO1074* NAD 83(1992)-  48 04 23.22315(N)    116 40 30.59299(W)     ADJUSTED  
 TO1074* NAVD 88     -      1328.2    (meters)    4358.     (feet)  VERTCON   
 TO1074  ___________________________________________________________________
 TO1074  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 TO1074  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 TO1074
 TO1074  HORZ ORDER  -  SECOND
 TO1074
 TO1074.The horizontal coordinates were established by classical geodetic methods
 TO1074.and adjusted by the National Geodetic Survey in July 1992..
 TO1074
 TO1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1074
 TO1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1074
 TO1074.The geoid height was determined by GEOID03.
 TO1074
 TO1074;                    North         East     Units Scale Factor Converg.
 TO1074;SPC ID W     -   712,310.728   731,061.782   MT  0.99999171   -0 41 18.1
 TO1074;UTM  11      - 5,324,478.020   524,196.978   MT  0.99960719   +0 14 30.0
 TO1074
 TO1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1074!SPC ID W     -   0.99979457  x   0.99999171  =   0.99978629
 TO1074!UTM  11      -   0.99979457  x   0.99960719  =   0.99940184
 TO1074
 TO1074|---------------------------------------------------------------------|
 TO1074| PID    Reference Object                     Distance      Geod. Az  |
 TO1074|                                                           dddmmss.s |
 TO1074| TO1073 HUCKLEBERRY LOOKOUT                  21.824 METERS 04555     |
 TO1074| TO1063 BLACKTAIL LOOKOUT                   APPROX.12.8 KM 0600800.6 |
 TO1074| TO1064 LITTLE BLACKTAIL LOOKOUT            APPROX. 9.3 KM 0752707.7 |
 TO1074| TO0990 SCHAEFER PEAK LOOKOUT               APPROX.23.1 KM 0793959.7 |
 TO1074| TO0989 PACKSADDLE LOOKOUT TOWER            APPROX.24.2 KM 1010105.3 |
 TO1074| TO0244 HUCKLEBERRY AZ MK                                  1204544.1 |
 TO1074| SV1547 BERNARD PEAK LOOKOUT TOWER          APPROX.18.6 KM 1453119.3 |
 TO1074| CH6708 HUCKLEBERRY RM 2                      8.918 METERS 17513     |
 TO1074| CH6707 HUCKLEBERRY RM 1                      4.734 METERS 24415     |
 TO1074|---------------------------------------------------------------------|
 TO1074
 TO1074                          SUPERSEDED SURVEY CONTROL
 TO1074
 TO1074  NAD 83(1986)-  48 04 23.22936(N)    116 40 30.58938(W) AD(       ) 2
 TO1074  NAD 27      -  48 04 23.53973(N)    116 40 26.86875(W) AD(       ) 2
 TO1074  NGVD 29 (07/19/86) 1327.0    (m)         4354.     (f) VERT ANG       
 TO1074
 TO1074.Superseded values are not recommended for survey control.
 TO1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1074.See file dsdata.txt to determine how the superseded data were derived.
 TO1074
 TO1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP2419724478(NAD 83)
 TO1074_MARKER: DS = TRIANGULATION STATION DISK
 TO1074_SETTING: 66 = SET IN ROCK OUTCROP
 TO1074
 TO1074  HISTORY     - Date     Condition        Report By
 TO1074  HISTORY     - 1936     MONUMENTED       CGS
 TO1074  HISTORY     - 1967     GOOD             USGS
 TO1074
 TO1074                          STATION DESCRIPTION
 TO1074
 TO1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (LCJ)
 TO1074'ABOUT 9 MILES AIR LINE NORTH-NORTHEAST BY NORTH FROM THE TOWN OF
 TO1074'ATHOL, IDAHO, ON THE MOST EASTERN OF TWO KNOB-TOPPED HILLS, LYING
 TO1074'JUST WEST OF U.S. HIGHWAY 95, ON WHAT IS LOCALLY KNOWN AS
 TO1074'HUCKLEBERRY MOUNTAIN.  THE STATION WAS PLACED A SHORT DISTANCE
 TO1074'SOUTHWEST OF THE HIGHEST PART OF THE HILL, AS AT THE TIME THE
 TO1074'STATION WAS ESTABLISHED AN ABANDONED LOOKOUT HOUSE OCCUPIED THE
 TO1074'HIGHEST PART OF THE HILL.
 TO1074'
 TO1074'TO REACH THE STATION FROM ATHOL, IDAHO, GO NORTH ON U.S.
 TO1074'HIGHWAY 95 FOR 4.7 MILES, TURN LEFT OFF THE HIGHWAY AT GRANITE,
 TO1074'GO 0.1 MILE AND TURN RIGHT JUST AFTER CROSSING THE RAILROAD
 TO1074'TRACKS, GO 0.6 MILE, TURN LEFT ON MAIN-TRAVELED ROAD, GO 0.5
 TO1074'MILE AND KEEP STRAIGHT AHEAD FOR 2.7 MILES, TAKE RIGHT FORK,
 TO1074'HEADING TOWARD THE STATION, CONTINUE FOR 0.4 MILE AND PASS
 TO1074'THROUGH A GATE, GO 0.6 MILE, TURN RIGHT PASSING ABOVE BARN AND
 TO1074'FIELD, CONTINUE 0.6 MILE AND PASS THROUGH ANOTHER GATE,
 TO1074'CONTINUE 0.2 MILE TO END OF TRUCK TRAVEL AT A RANCH HOUSE,
 TO1074'FOLLOW UP TRAIL (BRUSH GROWN), A PACK OF ONE HOUR TO
 TO1074'STATION.
 TO1074'
 TO1074'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 TO1074'SET IN OUTCROPPING BEDROCK AND IN CONCRETE, AS DESCRIBED.
 TO1074'
 TO1074'AZIMUTH MARK IS IN A CONCRETE CULVERT ON THE WEST SIDE OF U.S.
 TO1074'HIGHWAY 95, 1.8 MILES NORTH OF CAREYWOOD, IDAHO.  CULVERT
 TO1074'MARKED 17/5
 TO1074
 TO1074                          STATION RECOVERY (1967)
 TO1074
 TO1074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO1074'REACHED BY HELICOPTER.
 TO1074'
 TO1074'REFERENCE MARK NO. 2 WAS NOT FOUND.
 TO1074'
 TO1074'NOTE--L.O.H. APPEARS TO BE SAME L.O.H. AS POSITIONED BY CGS IN 1936.
 TO1074'
 TO1074'STATION MARK--A STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK AND
 TO1074'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0244 ***********************************************************************
 TO0244  DESIGNATION -  HUCKLEBERRY AZ MK
 TO0244  PID         -  TO0244
 TO0244  STATE/COUNTY-  ID/BONNER
 TO0244  USGS QUAD   -  CAREYWOOD (1996)
 TO0244
 TO0244                         *CURRENT SURVEY CONTROL
 TO0244  ___________________________________________________________________
 TO0244* NAD 83(1986)-  48 03 36.     (N)    116 38 32.     (W)     SCALED    
 TO0244* NAVD 88     -       686.869  (meters)    2253.50   (feet)  ADJUSTED  
 TO0244  ___________________________________________________________________
 TO0244  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 TO0244  DYNAMIC HT  -         686.889 (meters)    2253.57  (feet)  COMP
 TO0244  MODELED GRAV-     980,619.8   (mgal)                       NAVD 88
 TO0244
 TO0244  VERT ORDER  -  FIRST     CLASS II
 TO0244
 TO0244.The horizontal coordinates were scaled from a topographic map and have
 TO0244.an estimated accuracy of +/- 6 seconds.
 TO0244
 TO0244.The orthometric height was determined by differential leveling
 TO0244.and adjusted by the National Geodetic Survey in June 1991..
 TO0244
 TO0244.The geoid height was determined by GEOID03.
 TO0244
 TO0244.The dynamic height is computed by dividing the NAVD 88
 TO0244.geopotential number by the normal gravity value computed on the
 TO0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0244.degrees latitude (g = 980.6199 gals.).
 TO0244
 TO0244.The modeled gravity was interpolated from observed gravity values.
 TO0244
 TO0244;                    North         East    Units  Estimated Accuracy
 TO0244;SPC ID W     -   710,820.      733,500.      MT  (+/- 180 meters Scaled)
 TO0244
 TO0244                          SUPERSEDED SURVEY CONTROL
 TO0244
 TO0244  NGVD 29 (??/??/92)  685.660  (m)         2249.54   (f) ADJ UNCH    1 2
 TO0244
 TO0244.Superseded values are not recommended for survey control.
 TO0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0244.See file dsdata.txt to determine how the superseded data were derived.
 TO0244
 TO0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP266230(NAD 83)
 TO0244_MARKER: DB = BENCH MARK DISK
 TO0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0244_SP_SET: CULVERT
 TO0244_STAMPING: HUCKLEBERRY 1936
 TO0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0244
 TO0244  HISTORY     - Date     Condition        Report By
 TO0244  HISTORY     - 1936     MONUMENTED       CGS
 TO0244  HISTORY     - 1944     GOOD             NGS
 TO0244  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0244
 TO0244                          STATION DESCRIPTION
 TO0244
 TO0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0244'3.5 MI SW FROM COCOLALLA.
 TO0244'3.5 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 TO0244'STATION AT COCOLALLA, SET IN THE CENTER OF THE WEST HEADWALL OF A
 TO0244'SMALL CULVERT UNDER THE HIGHWAY, ON NORTH SLOPE OF HILL IN HIGHWAY,
 TO0244'110 FEET EAST OF EAST RAIL OF TRACK, 15 FEET WEST OF THE CENTER-LINE
 TO0244'OF HIGHWAY, LEVEL WITH HIGHWAY.  A TRIANGULATION STATION AZIMUTH DISK.
 TO0244
 TO0244                          STATION RECOVERY (1967)
 TO0244
 TO0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0946 ***********************************************************************
 RY0946  DESIGNATION -  HUCKLEBERRY BUTTE
 RY0946  PID         -  RY0946
 RY0946  STATE/COUNTY-  ID/IDAHO
 RY0946  USGS QUAD   -  HUCKLEBERRY BUTTE (1994)
 RY0946
 RY0946                         *CURRENT SURVEY CONTROL
 RY0946  ___________________________________________________________________
 RY0946* NAD 83(1992)-  46 16 41.25361(N)    115 18 03.58698(W)     ADJUSTED  
 RY0946* NAVD 88     -      2046.4    (meters)    6714.     (feet)  VERTCON   
 RY0946  ___________________________________________________________________
 RY0946  LAPLACE CORR-          12.60  (seconds)                    DEFLEC99
 RY0946  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 RY0946
 RY0946  HORZ ORDER  -  THIRD
 RY0946
 RY0946.The horizontal coordinates were established by classical geodetic methods
 RY0946.and adjusted by the National Geodetic Survey in July 1992..
 RY0946
 RY0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0946
 RY0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0946
 RY0946.The geoid height was determined by GEOID03.
 RY0946
 RY0946;                    North         East     Units Scale Factor Converg.
 RY0946;SPC ID W     -   512,451.057   834,604.299   MT  0.99994805   +0 19 28.2
 RY0946;UTM  11      - 5,126,352.740   630,896.238   MT  0.99981062   +1 13 41.0
 RY0946
 RY0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0946!SPC ID W     -   0.99968175  x   0.99994805  =   0.99962982
 RY0946!UTM  11      -   0.99968175  x   0.99981062  =   0.99949243
 RY0946
 RY0946|---------------------------------------------------------------------|
 RY0946| PID    Reference Object                     Distance      Geod. Az  |
 RY0946|                                                           dddmmss.s |
 RY0946| CH6717 HUCKLEBERRY BUTTE RM 1                3.554 METERS 04024     |
 RY0946| CH6718 HUCKLEBERRY BUTTE RM 2                3.981 METERS 12939     |
 RY0946| RY0947 FISH BUTTE                          APPROX. 9.4 KM 3090744.1 |
 RY0946|---------------------------------------------------------------------|
 RY0946
 RY0946                          SUPERSEDED SURVEY CONTROL
 RY0946
 RY0946  NAD 83(1986)-  46 16 41.26014(N)    115 18 03.58529(W) AD(       ) 3
 RY0946  NAD 27      -  46 16 41.56678(N)    115 18 00.12304(W) AD(       ) 3
 RY0946  NGVD 29 (07/19/86) 2045.2    (m)         6710.     (f) VERT ANG       
 RY0946
 RY0946.Superseded values are not recommended for survey control.
 RY0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0946.See file dsdata.txt to determine how the superseded data were derived.
 RY0946
 RY0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM3089626353(NAD 83)
 RY0946_MARKER: DD = SURVEY DISK
 RY0946_SETTING: 80 = SET IN A BOULDER
 RY0946_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RY0946
 RY0946  HISTORY     - Date     Condition        Report By
 RY0946  HISTORY     - 1966     MONUMENTED       USGS
 RY0946
 RY0946                          STATION DESCRIPTION
 RY0946
 RY0946'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0946'LOCATED 5 MI ENE. OF JCT. OF OLD MAN CREEK AND LOCHSA RIVER, 4.5
 RY0946'MI SSE. OF LOCHSA WORK CENTER, 3.5 MI NW. OF STANLEY BUTTE.  AT
 RY0946'SUMMIT OF HUCKLEBERRY BUTTE, A PROMINENT ROCK TOP.
 RY0946'
 RY0946'TO REACH FROM BOULDER FLATS ON U.S. HWY. 12, TAKE LOCHSA PEAK
 RY0946'TRAIL 4 MI TO FORKS.  TAKE LEFT FORK ABOUT 3 MI TO SUMMIT AT SOUTH
 RY0946'END OF RIDGE.
 RY0946'
 RY0946'STATION MARK--STANDARD ALUMINUM VA BM TABLET
 RY0946'STAMPED---HUCKLEBERRY BUTTE 1966---, SET IN BOULDER PROJECTING 2.6
 RY0946'FT. ABOVE GROUND.
 RY0946'
 RY0946'RM 1--STANDARD BRASS CAP STAMPED---NO 1 1966---.
 RY0946'
 RY0946'RM 2--STANDARD BRASS CAP STAMPED---NO 2 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1754 ***********************************************************************
 RZ1754  DESIGNATION -  HUCKLEBERRY BUTTE LOT
 RZ1754  PID         -  RZ1754
 RZ1754  STATE/COUNTY-  ID/CLEARWATER
 RZ1754  USGS QUAD   -  GRANGEMONT (1994)
 RZ1754
 RZ1754                         *CURRENT SURVEY CONTROL
 RZ1754  ___________________________________________________________________
 RZ1754* NAD 83(1992)-  46 31 45.79881(N)    116 07 09.85794(W)     ADJUSTED  
 RZ1754* NAVD 88     -                                                        
 RZ1754  ___________________________________________________________________
 RZ1754  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 RZ1754  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 RZ1754
 RZ1754  HORZ ORDER  -  THIRD
 RZ1754
 RZ1754.The horizontal coordinates were established by classical geodetic methods
 RZ1754.and adjusted by the National Geodetic Survey in July 1992..
 RZ1754.No horizontal observational check was made to the station.
 RZ1754
 RZ1754
 RZ1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1754
 RZ1754.The geoid height was determined by GEOID03.
 RZ1754
 RZ1754;                    North         East     Units Scale Factor Converg.
 RZ1754;SPC ID W     -   540,347.649   771,660.697   MT  0.99994320   -0 16 05.1
 RZ1754;UTM  11      - 5,153,245.571   567,533.165   MT  0.99965606   +0 38 20.7
 RZ1754
 RZ1754                          SUPERSEDED SURVEY CONTROL
 RZ1754
 RZ1754  NAD 83(1986)-  46 31 45.80431(N)    116 07 09.85447(W) AD(       ) 4
 RZ1754  NAD 27      -  46 31 46.14000(N)    116 07 06.35500(W) AD(       ) 3
 RZ1754
 RZ1754.Superseded values are not recommended for survey control.
 RZ1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1754.See file dsdata.txt to determine how the superseded data were derived.
 RZ1754
 RZ1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM6753353246(NAD 83)
 RZ1754
 RZ1754  HISTORY     - Date     Condition        Report By
 RZ1754  HISTORY     - 1959     MONUMENTED       CGS
 RZ1754  HISTORY     - 1969     SEE DESCRIPTION  USGS
 RZ1754
 RZ1754                          STATION DESCRIPTION
 RZ1754
 RZ1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1754'THE STATION IS THE DETERMINED CENTER OF THE BASE OF THE LOOKOUT
 RZ1754'TOWER.  THE WOOD CAB OF THE LOOKOUT TOWER IS SUPPORTED BY
 RZ1754'FOUR WOOD POLES, IS WHITE IN COLOR AND 19.35 METERS HIGH.
 RZ1754'IT IS ABOUT 6 MILES EAST AND 3 MILES NORTH OF OROFINO, 4-1/4
 RZ1754'MILES WEST AND 1/2 MILE NORTH OF GRANGEMONT, 1-1/2 MILES
 RZ1754'SOUTH OF WHISKEY CREEK AND IN THE SOUTHEAST 1/4 OF SECTION
 RZ1754'19, T 37 N, R 3 E.  IT IS OWNED BY THE CLEARWATER TIMBER
 RZ1754'PROTECTIVE ASSOCIATION.
 RZ1754'
 RZ1754'A MEASUREMENT WAS MADE FROM THE CENTER OF THE BASE OF THE
 RZ1754'LOOKOUT TOWER TO TRIANGULATION STATION HUCKLEBERRY AND THE
 RZ1754'DISTANCE IS 91.17 FEET AND/OR 27.790 METERS.  REFERENCE MARK
 RZ1754'2 WAS ESTABLISHED AT THE CENTER OF THE BASE OF THE LOOKOUT
 RZ1754'TOWER.
 RZ1754
 RZ1754                          STATION RECOVERY (1969)
 RZ1754
 RZ1754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (WSS)
 RZ1754'TOWER HAS BEEN DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1573 ***********************************************************************
 SV1573  DESIGNATION -  HUCKLEBERRY LO
 SV1573  PID         -  SV1573
 SV1573  STATE/COUNTY-  ID/KOOTENAI
 SV1573  USGS QUAD   -  WOLF LODGE (1996)
 SV1573
 SV1573                         *CURRENT SURVEY CONTROL
 SV1573  ___________________________________________________________________
 SV1573* NAD 83(1992)-  47 44 51.06938(N)    116 35 52.23568(W)     ADJUSTED  
 SV1573* NAVD 88     -      1484.     (meters)    4869.     (feet)  SCALED    
 SV1573  ___________________________________________________________________
 SV1573  LAPLACE CORR-           7.13  (seconds)                    DEFLEC99
 SV1573  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV1573
 SV1573  HORZ ORDER  -  SECOND
 SV1573
 SV1573.The horizontal coordinates were established by classical geodetic methods
 SV1573.and adjusted by the National Geodetic Survey in July 1992..
 SV1573.No horizontal observational check was made to the station.
 SV1573
 SV1573.The orthometric height was scaled from a topographic map.
 SV1573
 SV1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1573
 SV1573.The geoid height was determined by GEOID03.
 SV1573
 SV1573;                    North         East     Units Scale Factor Converg.
 SV1573;SPC ID W     -   676,044.401   736,425.758   MT  0.99998298   -0 37 39.3
 SV1573;UTM  11      - 5,288,316.968   530,145.143   MT  0.99961117   +0 17 51.6
 SV1573
 SV1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1573!SPC ID W     -   0.99977011  x   0.99998298  =   0.99975309
 SV1573!UTM  11      -   0.99977011  x   0.99961117  =   0.99938137
 SV1573
 SV1573                          SUPERSEDED SURVEY CONTROL
 SV1573
 SV1573  NAD 83(1991)-  47 44 51.07095(N)    116 35 52.22956(W) AD(       ) 2
 SV1573  NAD 83(1986)-  47 44 51.07395(N)    116 35 52.22507(W) AD(       ) 2
 SV1573  NAD 27      -  47 44 51.40022(N)    116 35 48.55449(W) AD(       ) 2
 SV1573
 SV1573.Superseded values are not recommended for survey control.
 SV1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1573.See file dsdata.txt to determine how the superseded data were derived.
 SV1573
 SV1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3014588317(NAD 83)
 SV1573
 SV1573  HISTORY     - Date     Condition        Report By
 SV1573  HISTORY     - 1940     MONUMENTED       CGS
 SV1573  HISTORY     - 1968     MARK NOT FOUND   CGS
 SV1573
 SV1573                          STATION DESCRIPTION
 SV1573
 SV1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SV1573'SEE STATION HUCKLEBERRY.
 SV1573
 SV1573                          STATION RECOVERY (1968)
 SV1573
 SV1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SV1573'THE USGS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1567 ***********************************************************************
 SV1567  DESIGNATION -  HUDLOW MOUNTAIN LOOKOUT HOUSE
 SV1567  PID         -  SV1567
 SV1567  STATE/COUNTY-  ID/KOOTENAI
 SV1567  USGS QUAD   -  HAYDEN LAKE (1996)
 SV1567
 SV1567                         *CURRENT SURVEY CONTROL
 SV1567  ___________________________________________________________________
 SV1567* NAD 83(1992)-  47 48 57.81351(N)    116 40 35.61441(W)     ADJUSTED  
 SV1567* NAVD 88     -                                                        
 SV1567  ___________________________________________________________________
 SV1567  LAPLACE CORR-           7.58  (seconds)                    DEFLEC99
 SV1567  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 SV1567
 SV1567  HORZ ORDER  -  THIRD
 SV1567
 SV1567.The horizontal coordinates were established by classical geodetic methods
 SV1567.and adjusted by the National Geodetic Survey in July 1992..
 SV1567
 SV1567
 SV1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1567
 SV1567.The geoid height was determined by GEOID03.
 SV1567
 SV1567;                    North         East     Units Scale Factor Converg.
 SV1567;SPC ID W     -   683,732.151   730,614.651   MT  0.99999247   -0 41 11.8
 SV1567;UTM  11      - 5,295,906.951   524,212.831   MT  0.99960720   +0 14 22.8
 SV1567
 SV1567                          SUPERSEDED SURVEY CONTROL
 SV1567
 SV1567  NAD 83(1986)-  47 48 57.81739(N)    116 40 35.60497(W) AD(       ) 4
 SV1567  NAD 27      -  47 48 58.15520(N)    116 40 31.91233(W) AD(       ) 3
 SV1567
 SV1567.Superseded values are not recommended for survey control.
 SV1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1567.See file dsdata.txt to determine how the superseded data were derived.
 SV1567
 SV1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2421395907(NAD 83)
 SV1567
 SV1567  HISTORY     - Date     Condition        Report By
 SV1567  HISTORY     - 1940     MONUMENTED       CGS
 SV1567  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SV1567
 SV1567                          STATION DESCRIPTION
 SV1567
 SV1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1567'HUDLOW MOUNTAIN FOREST SERVICE LOOKOUT HOUSE IS LOCATED 10
 SV1567'MILES NNE OF COEUR D ALENE, 1/2 MILE E OF N END OF HAYDEN LAKE
 SV1567'ON A SMALL LOW TIMBERED MOUNTAIN.  THE CENTER OF THE HOUSE WAS
 SV1567'INTERSECTED.  IT IS IN THE COEUR D ALENE NATIONAL FOREST.
 SV1567
 SV1567                          STATION RECOVERY (1957)
 SV1567
 SV1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 SV1567'THE LOOKOUT HOUSE HAS BEEN REMOVED.  THE 15 FT. SQUARE FOUNDATION
 SV1567'IS STILL IN PLACE AND AN INSTRUMENT CAN BE SETUP AT THE CENTER
 SV1567'OF THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1038 ***********************************************************************
 NV1038  DESIGNATION -  HUDSON
 NV1038  PID         -  NV1038
 NV1038  STATE/COUNTY-  ID/CASSIA
 NV1038  USGS QUAD   -  SEVERE SPRING (1978)
 NV1038
 NV1038                         *CURRENT SURVEY CONTROL
 NV1038  ___________________________________________________________________
 NV1038* NAD 83(1994)-  42 12 03.53430(N)    114 06 47.09046(W)     ADJUSTED  
 NV1038* NAVD 88     -      2267.5    (meters)    7439.     (feet)  VERTCON   
 NV1038  ___________________________________________________________________
 NV1038  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 NV1038  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NV1038
 NV1038  HORZ ORDER  -  FIRST
 NV1038
 NV1038.The horizontal coordinates were established by classical geodetic methods
 NV1038.and adjusted by the National Geodetic Survey in November 1997..
 NV1038
 NV1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1038
 NV1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1038
 NV1038.The geoid height was determined by GEOID03.
 NV1038
 NV1038;                    North         East     Units Scale Factor Converg.
 NV1038;SPC ID C     -    59,350.512   490,661.209   MT  0.99994844   -0 04 33.5
 NV1038;UTM  11      - 4,676,126.703   738,343.978   MT  1.00029904   +1 56 24.5
 NV1038
 NV1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1038!SPC ID C     -   0.99964679  x   0.99994844  =   0.99959524
 NV1038!UTM  11      -   0.99964679  x   1.00029904  =   0.99994572
 NV1038
 NV1038|---------------------------------------------------------------------|
 NV1038| PID    Reference Object                     Distance      Geod. Az  |
 NV1038|                                                           dddmmss.s |
 NV1038| NV1039 US DEPT OF AGRI FOREST SERV MK       11.757 METERS 02020     |
 NV1038| CD5297 HUDSON RM 1                           9.238 METERS 16654     |
 NV1038| CD5296 HUDSON AZ MK                                       2112619.0 |
 NV1038| CD5298 HUDSON RM 2                          10.137 METERS 25425     |
 NV1038|---------------------------------------------------------------------|
 NV1038
 NV1038                          SUPERSEDED SURVEY CONTROL
 NV1038
 NV1038  NAD 83(1992)-  42 12 03.53310(N)    114 06 47.08856(W) AD(       ) 1
 NV1038  NAD 83(1986)-  42 12 03.53230(N)    114 06 47.08823(W) AD(       ) 1
 NV1038  NAD 27      -  42 12 03.84300(N)    114 06 44.02100(W) AD(       ) 1
 NV1038  NGVD 29 (07/19/86) 2266.3    (m)         7435.     (f) VERT ANG       
 NV1038
 NV1038.Superseded values are not recommended for survey control.
 NV1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1038.See file dsdata.txt to determine how the superseded data were derived.
 NV1038
 NV1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG3834476127(NAD 83)
 NV1038_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1038_SETTING: 80 = SET IN A BOULDER
 NV1038_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NV1038
 NV1038  HISTORY     - Date     Condition        Report By
 NV1038  HISTORY     - 1947     MONUMENTED       CGS
 NV1038
 NV1038                          STATION DESCRIPTION
 NV1038
 NV1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1038'THE STATION IS ON A HIGH RIDGE, KNOWN AS HUDSON RIDGE, WHICH IS
 NV1038'SPARSELY COVERED WITH PINE AND SPRUCE TREES.  IT IS 10-3/4
 NV1038'MILES, AIRLINE, WEST BY SOUTH OF OAKLEY, 6 MILES NORTHWEST
 NV1038'OF THE BOSTETTER RANGER STATION, AND 1/10 MILE NORTHWEST OF THE
 NV1038'OAKLEY-ROGERSON ROAD.
 NV1038'
 NV1038'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 NV1038'IN THE TOP OF A 12 IN X 8 IN BOULDER WHICH PROJECTS 4 INCHES
 NV1038'ABOVE THE SURFACE OF THE GROUND.  IT IS 45 FEET SOUTH OF
 NV1038'THE HIGHEST PART OF THE RIDGE AND ON THE WESTERN SIDE OF A
 NV1038'GROUP OF TREES.  IS STAMPED HUDSON 1947.
 NV1038'
 NV1038'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 NV1038'HOLE IN 12 IN X 14 IN BOULDER WHICH PROJECTS 5 INCHES ABOVE
 NV1038'THE SURFACE OF THE GROUND AND IS APPROXIMATELY THE SAME
 NV1038'ELEVATION AS THE STATION MARK.  IT IS STAMPED HUDSON NO 1 1947.
 NV1038'
 NV1038'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 NV1038'HOLE IN 1 FT X 2-1/4 FT BOULDER WHICH PROJECTS 6 INCHES
 NV1038'ABOVE THE SURFACE OF THE GROUND.  IT IS STAMPED HUDSON NO
 NV1038'2 1947.
 NV1038'
 NV1038'THE U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE MARK IS
 NV1038'A 2 INCH BRASS CAP ON THE TOP OF A 1-1/2 INCH IRON PIPE WHICH
 NV1038'PROJCTS 18 INCHES ABOVE THE SURFACE OF THE GROUND AND IS SURROUNDED
 NV1038'BY A PILE OF BOULDERS.  IT IS STAMPED C.
 NV1038'
 NV1038'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL
 NV1038'HOLE IN A 2 FT X 4 FT BOULDER WHICH PROJECTS 6 INCHES ABOVE THE
 NV1038'SURFACE OF THE GROUND.  IT IS 2 FEET SOUTH-SOUTHEAST OF A
 NV1038'SMALL ROCK CAIRN, 15 FEET NORTH-NORTHWEST OF A FOREST SERVICE
 NV1038'STOCK DRIVE BOUNDRY SIGN, AND 100 FEET NORTHWEST OF THE
 NV1038'OAKLEY-ROGERSON ROAD.  IT IS STAMPED HUDSON 1947.
 NV1038'
 NV1038'TO REACH THE STATION FROM THE POST OFFICE IN OAKLEY GO WEST
 NV1038'2.0 MILES TO FORKS.  TAKE THE LEFT FORK AT SIGN BOSTETTER R.S.
 NV1038'18, ROCK CREEK R.S. 31, ROGERSON, TWIN FALLS 42, AND GO 13.1
 NV1038'MILES TO TOP OF RIDGE AT SIGN HUDSON RIDGE.  LEAVE THE ROAD
 NV1038'AND TURN RIGHT ACROSS COUNTRY, PASSING TO THE LEFT OF A GROUP
 NV1038'OF TREES, GO 0.1 MILE TO THE TOP OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO1113 ***********************************************************************
 TO1113  DESIGNATION -  HUGHES RIDGE LOT
 TO1113  PID         -  TO1113
 TO1113  STATE/COUNTY-  ID/BOUNDARY
 TO1113  USGS QUAD   -  UPPER PRIEST LAKE (1996)
 TO1113
 TO1113                         *CURRENT SURVEY CONTROL
 TO1113  ___________________________________________________________________
 TO1113* NAD 83(1992)-  48 52 01.45017(N)    116 59 11.50850(W)     ADJUSTED  
 TO1113* NAVD 88     -      1296.1    (meters)    4252.     (feet)  VERTCON   
 TO1113  ___________________________________________________________________
 TO1113  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 TO1113  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 TO1113
 TO1113  HORZ ORDER  -  THIRD
 TO1113
 TO1113.The horizontal coordinates were established by classical geodetic methods
 TO1113.and adjusted by the National Geodetic Survey in July 1992..
 TO1113
 TO1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO1113
 TO1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO1113
 TO1113.The geoid height was determined by GEOID03.
 TO1113
 TO1113;                    North         East     Units Scale Factor Converg.
 TO1113;SPC ID W     -   800,915.074   709,287.320   MT  1.00003439   -0 55 53.0
 TO1113;UTM  11      - 5,412,678.786   500,987.839   MT  0.99960001   +0 00 36.5
 TO1113
 TO1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO1113!SPC ID W     -   0.99979945  x   1.00003439  =   0.99983383
 TO1113!UTM  11      -   0.99979945  x   0.99960001  =   0.99939954
 TO1113
 TO1113:                Primary Azimuth Mark                     Grid Az
 TO1113:SPC ID W     -  TRAPPER PEAK                             065 38 56.8
 TO1113:UTM  11      -  TRAPPER PEAK                             064 42 27.3
 TO1113
 TO1113|---------------------------------------------------------------------|
 TO1113| PID    Reference Object                     Distance      Geod. Az  |
 TO1113|                                                           dddmmss.s |
 TO1113| TO1110 TRAPPER PEAK                        APPROX. 9.0 KM 0644303.8 |
 TO1113|---------------------------------------------------------------------|
 TO1113
 TO1113                          SUPERSEDED SURVEY CONTROL
 TO1113
 TO1113  NAD 83(1991)-  48 52 01.45398(N)    116 59 11.51578(W) AD(       ) 3
 TO1113  NAD 83(1986)-  48 52 01.45459(N)    116 59 11.50631(W) AD(       ) 3
 TO1113  NAD 27      -  48 52 01.71123(N)    116 59 07.66907(W) AD(       ) 3
 TO1113  NGVD 29 (07/19/86) 1294.8    (m)         4248.     (f) VERT ANG       
 TO1113
 TO1113.Superseded values are not recommended for survey control.
 TO1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO1113.See file dsdata.txt to determine how the superseded data were derived.
 TO1113
 TO1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ0098812679(NAD 83)
 TO1113_MARKER: I = METAL ROD
 TO1113_SETTING: 0 = UNSPECIFIED SETTING
 TO1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO1113
 TO1113  HISTORY     - Date     Condition        Report By
 TO1113  HISTORY     - 1967     MONUMENTED       USGS
 TO1113
 TO1113                          STATION DESCRIPTION
 TO1113
 TO1113'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO1113'LOCATED 32 MI. WNW. OF BONNERS FERRY, ABOUT 18 MI. E. OF METALINE
 TO1113'FALLS, 9 MI. S. OF THE IDAHO-BRITISH COLUMBIA BORDER, 6 MI. NE. OF THE
 TO1113'NE. END OF UPPER PRIEST LAKE, 2 MI. E. OF THE IDAHO-WASHINGTON BORDER,
 TO1113'1 MI. ENE. OF HUGHES MEADOWS GUARD STATION ON A LOW RIDGE KNOWN AS
 TO1113'HUGHES RIDGE.
 TO1113'
 TO1113'STATION MARK--GROUND AT BASE OF A 3/8-INCH REINFORCING ROD AT CENTER
 TO1113'OF L.O.T.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1065 ***********************************************************************
 SU1065  DESIGNATION -  HULLIMAN PEAK LOOKOUT TOWER
 SU1065  PID         -  SU1065
 SU1065  STATE/COUNTY-  ID/SHOSHONE
 SU1065  USGS QUAD   -  TAYLOR PEAK (1996)
 SU1065
 SU1065                         *CURRENT SURVEY CONTROL
 SU1065  ___________________________________________________________________
 SU1065* NAD 83(1992)-  47 49 28.98388(N)    115 55 12.29422(W)     ADJUSTED  
 SU1065* NAVD 88     -                                                        
 SU1065  ___________________________________________________________________
 SU1065  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 SU1065  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 SU1065
 SU1065  HORZ ORDER  -  THIRD
 SU1065
 SU1065.The horizontal coordinates were established by classical geodetic methods
 SU1065.and adjusted by the National Geodetic Survey in July 1992..
 SU1065
 SU1065
 SU1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1065
 SU1065.The geoid height was determined by GEOID03.
 SU1065
 SU1065;                    North         East     Units Scale Factor Converg.
 SU1065;SPC ID W     -   684,293.060   787,265.507   MT  0.99993533   -0 07 33.8
 SU1065;SPC MT       -   416,896.389   120,059.922   MT  0.99949323   -4 41 46.7
 SU1065;SPC MT       - 1,367,770.31    393,897.38   iFT  0.99949323   -4 41 46.7
 SU1065;UTM  11      - 5,297,383.180   580,829.083   MT  0.99968028   +0 48 01.3
 SU1065
 SU1065                          SUPERSEDED SURVEY CONTROL
 SU1065
 SU1065  NAD 83(1986)-  47 49 28.98567(N)    115 55 12.28446(W) AD(       ) 4
 SU1065  NAD 27      -  47 49 29.26675(N)    115 55 08.65877(W) AD(       ) 3
 SU1065
 SU1065.Superseded values are not recommended for survey control.
 SU1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1065.See file dsdata.txt to determine how the superseded data were derived.
 SU1065
 SU1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN8082997383(NAD 83)
 SU1065
 SU1065  HISTORY     - Date     Condition        Report By
 SU1065  HISTORY     - 1940     MONUMENTED       CGS
 SU1065
 SU1065                          STATION DESCRIPTION
 SU1065
 SU1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU1065'HULLIMAN PEAK FOREST SERVICE LOOKOUT TOWER IS IN THE COEUR
 SU1065'D ALENE NATIONAL FOREST ON A TIMBERED E-W RIDGE, 11 MILES NNE
 SU1065'OF PRICHARD AND PRICHARD RANGER STATION, 16 MILES E OF THE
 SU1065'MAGEE RANGER STATION, AND 3 MILES W OF THE MONTANA AND IDAHO
 SU1065'STATE LINE.  THE TOP OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0620 ***********************************************************************
 QZ0620  DESIGNATION -  HUNGRY
 QZ0620  PID         -  QZ0620
 QZ0620  STATE/COUNTY-  ID/IDAHO
 QZ0620  USGS QUAD   -  COTTONWOOD BUTTE (1977)
 QZ0620
 QZ0620                         *CURRENT SURVEY CONTROL
 QZ0620  ___________________________________________________________________
 QZ0620* NAD 83(1992)-  45 21 22.86732(N)    114 51 48.07546(W)     ADJUSTED  
 QZ0620* NAVD 88     -      2273.0    (meters)    7457.     (feet)  VERTCON   
 QZ0620  ___________________________________________________________________
 QZ0620  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 QZ0620  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 QZ0620
 QZ0620  HORZ ORDER  -  SECOND
 QZ0620
 QZ0620.The horizontal coordinates were established by classical geodetic methods
 QZ0620.and adjusted by the National Geodetic Survey in July 1992..
 QZ0620
 QZ0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0620
 QZ0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0620
 QZ0620.The geoid height was determined by GEOID03.
 QZ0620
 QZ0620;                    North         East     Units Scale Factor Converg.
 QZ0620;SPC ID W     -   410,289.250   869,469.846   MT  0.99999265   +0 37 51.1
 QZ0620;SPC ID C     -   410,275.178   432,354.115   MT  1.00000361   -0 36 51.5
 QZ0620;UTM  11      - 5,024,758.499   667,352.814   MT  0.99994436   +1 31 14.0
 QZ0620
 QZ0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0620!SPC ID W     -   0.99964598  x   0.99999265  =   0.99963863
 QZ0620!SPC ID C     -   0.99964598  x   1.00000361  =   0.99964958
 QZ0620!UTM  11      -   0.99964598  x   0.99994436  =   0.99959036
 QZ0620
 QZ0620|---------------------------------------------------------------------|
 QZ0620| PID    Reference Object                     Distance      Geod. Az  |
 QZ0620|                                                           dddmmss.s |
 QZ0620| CH6723 HUNGRY RM 1                           4.613 METERS 07856     |
 QZ0620| QZ0621 CAMEL                               APPROX. 8.6 KM 1242712.7 |
 QZ0620| CH6724 HUNGRY RM 2                           5.702 METERS 35045     |
 QZ0620|---------------------------------------------------------------------|
 QZ0620
 QZ0620                          SUPERSEDED SURVEY CONTROL
 QZ0620
 QZ0620  NAD 83(1986)-  45 21 22.86881(N)    114 51 48.06895(W) AD(       ) 2
 QZ0620  NAD 27      -  45 21 23.17700(N)    114 51 44.70600(W) AD(       ) 2
 QZ0620  NGVD 29 (07/19/86) 2271.5    (m)         7452.     (f) VERT ANG       
 QZ0620
 QZ0620.Superseded values are not recommended for survey control.
 QZ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0620.See file dsdata.txt to determine how the superseded data were derived.
 QZ0620
 QZ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL6735324758(NAD 83)
 QZ0620_MARKER: Z = SEE DESCRIPTION
 QZ0620_SETTING: 0 = UNSPECIFIED SETTING
 QZ0620
 QZ0620  HISTORY     - Date     Condition        Report By
 QZ0620  HISTORY     - 1945     MONUMENTED       CGS
 QZ0620
 QZ0620                          STATION DESCRIPTION
 QZ0620
 QZ0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0620'THE STATION IS ON A BARE PROMINENT PEAK OF THE RIDGE FORMED BY
 QZ0620'CANYON CREEK AND PHANTOM CREEK, 7 MILES WSW OF THE MOUTH OF HORSE
 QZ0620'CREEK, AND 6-1/2 MILES NE OF THE COLD MEADOW RANGER STATION.
 QZ0620'IT IS 3.75 METERS W OF THE HUNGRY POINT LOOKOUT ALIDADE AND IS
 QZ0620'SET IN A LARGE BOULDER WHICH PROJECTS 2 FEET.
 QZ0620'
 QZ0620'STATION MARK IS A BRONZE STATION DISK IN A BOULDER ANDIS STAMPED
 QZ0620'HUNGRY 1945.
 QZ0620'
 QZ0620'REFERENCE MARK 1 IS E OF THE STATION AND 1 FOOT LOWER.  IT IS
 QZ0620'A BRONZE REFERENCE DISK IN A LARGE BOULDER WHICH PROJECTS 2
 QZ0620'INCHES AND IS STAMPED HUNGRY NO 1 1945.
 QZ0620'
 QZ0620'REFERENCE MARK 2 IS N OF THE STATION AND 2 FEET LOWER.  IT
 QZ0620'IS A BRONZE REFERENCE DISK IN A LARGE BOULDER WHICH PROJECTS 16
 QZ0620'INCHES AND IS STAMPD HUNGRY NO 2 1945.
 QZ0620'
 QZ0620'TO REACH THE STATION FROM NORTH FORK, GO W ON THE ROAD DOWN THE
 QZ0620'SALMON RIVER FOR 45.5 MILES TO THE END OF THE ROAD.  CONTINUE
 QZ0620'W ON THE TRAIL DOWN THE N SIDE OF THE SALMON RIVER FOR 4 MILES TO
 QZ0620'THE HORSE CREEK PACK BRIDGE.  CROSS THE BRIDGE, TAKE THE LEFT
 QZ0620'TRAIL FORK AND GO ABOUT 200 YARDS TO THE SALMON RIVER PACK
 QZ0620'BRIDGE.  CROSS THE SALMON RIVER AND FOLLOW THE ONLY TRAIL UP THE
 QZ0620'RIDGE FOR ABOUT 4 HOURS TO A FORKS AT A WATER TROUGH.  TAKE THE
 QZ0620'RIGHT FORK AND GO ABOUT 1 MILE, CROSSING THE BUTTS POINT
 QZ0620'LANDING FIELD TO ANOTHER FORKS AT THE E EDGE OF THE CLEARING.
 QZ0620'TAKE THE RIGHT FORK AND GO ABOUT 1/4 MILE TO ANOTHER FORKS.
 QZ0620'AGAIN TAKE THE RIGHT FORK AS PER SIGN COTTONWOOD L.O. AND GO
 QZ0620'FOR ABOUT 2-1/2 HOURS TO A FORKS ABOUT 350 YARDS N OF THE
 QZ0620'COTTONWOOD LOOKOUT HOUSE.  TAKE THE RIGHT FORK AND GO ABOUT
 QZ0620'1/2 MILE TO ANOTHER FORKS.  TAKE THE RIGHT FORK AS PER
 QZ0620'SIGNS COYOTE SPRINGS BLACK BUTTE HORSE MTN. COLD SPRINGS
 QZ0620'TRAIL AND GO ABOUT 1 MILE TO A DIM RIGHT FORK AT A TWIN LAKES
 QZ0620'SIGN.  HERE TURN RIGHT ON THIS TRAIL AND FOLLOW IT TO LOWER
 QZ0620'COTTONWOOD MEADOW.  FROM THE W SIDE OF LOWER COTTONWOOD
 QZ0620'MEADOW TAKE THE TRAIL MARKED GRASS MTN. L.O. 13 MOUTH OF HUNGRY
 QZ0620'CR. 10 AND GO ABOUT 3 MILES TO A FORKS.  TAKE THE LEFT FORK
 QZ0620'AND GO ABOUT 250 YARDS TO ANOTHER FORKS.  AGAIN TAKE THE
 QZ0620'LEFT FORK AND FOLLOW THE TRAIL FOR ABOUT 1/4 MILE TO THE SUMMIT
 QZ0620'OF THE MOUNTAIN AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1011 ***********************************************************************
 NV1011  DESIGNATION -  HUNT
 NV1011  PID         -  NV1011
 NV1011  STATE/COUNTY-  ID/JEROME
 NV1011  USGS QUAD   -  TWIN FALLS NE (1992)
 NV1011
 NV1011                         *CURRENT SURVEY CONTROL
 NV1011  ___________________________________________________________________
 NV1011* NAD 83(1992)-  42 40 21.34633(N)    114 16 22.97039(W)     ADJUSTED  
 NV1011* NAVD 88     -      1210.7    (meters)    3972.     (feet)  VERTCON   
 NV1011  ___________________________________________________________________
 NV1011  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 NV1011  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 NV1011
 NV1011  HORZ ORDER  -  THIRD
 NV1011
 NV1011.The horizontal coordinates were established by classical geodetic methods
 NV1011.and adjusted by the National Geodetic Survey in July 1992..
 NV1011
 NV1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1011
 NV1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1011
 NV1011.The geoid height was determined by GEOID03.
 NV1011
 NV1011;                    North         East     Units Scale Factor Converg.
 NV1011;SPC ID C     -   111,765.481   477,618.780   MT  0.99995353   -0 11 06.3
 NV1011;UTM  11      - 4,728,063.904   723,452.886   MT  1.00021434   +1 50 56.8
 NV1011
 NV1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1011!SPC ID C     -   0.99981249  x   0.99995353  =   0.99976603
 NV1011!UTM  11      -   0.99981249  x   1.00021434  =   1.00002679
 NV1011
 NV1011|---------------------------------------------------------------------|
 NV1011| PID    Reference Object                     Distance      Geod. Az  |
 NV1011|                                                           dddmmss.s |
 NV1011| CD5301 HUNT RM 1                             8.941 METERS 00848     |
 NV1011| NV1012 NEAR HUNT                             5.764 METERS 03143     |
 NV1011| NV1004 EDEN COLO MILL ELEV CO ELEV         APPROX. 8.8 KM 1431223.1 |
 NV1011| NV1005 EDEN MUNICIPAL TANK                 APPROX. 9.3 KM 1454217.9 |
 NV1011| CD5300 HUNT AZ MK                                         2262152.4 |
 NV1011| CD5302 HUNT RM 2                             8.846 METERS 25324     |
 NV1011|---------------------------------------------------------------------|
 NV1011
 NV1011                          SUPERSEDED SURVEY CONTROL
 NV1011
 NV1011  NAD 83(1986)-  42 40 21.34560(N)    114 16 22.96819(W) AD(       ) 3
 NV1011  NAD 27      -  42 40 21.67700(N)    114 16 19.85400(W) AD(       ) 3
 NV1011  NGVD 29 (07/19/86) 1209.8    (m)         3969.     (f) VERT ANG       
 NV1011
 NV1011.Superseded values are not recommended for survey control.
 NV1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1011.See file dsdata.txt to determine how the superseded data were derived.
 NV1011
 NV1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH2345328064(NAD 83)
 NV1011_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1011
 NV1011  HISTORY     - Date     Condition        Report By
 NV1011  HISTORY     - 1950     MONUMENTED       CGS
 NV1011  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 NV1011
 NV1011                          STATION DESCRIPTION
 NV1011
 NV1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NV1011'STATION IS LOCATED, AIRLINE, ABOUT 13-1/2 MILES EAST SOUTHEAST
 NV1011'OF JEROME, 13 MILES NORTHWEST OF TWIN FALLS, 5 MILES NORTHWEST
 NV1011'OF EDEN, ON A SMALL RISE ON THE SOUTH SIDE OF THE ROAD ON
 NV1011'THE HUNT RECLAMATION PROJECT.
 NV1011'
 NV1011'STATION MARK, STAMPED HUNT 1950, IS A STANDARD DISK SET IN THE
 NV1011'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES
 NV1011'ABOVE THE GROUND. K IT IS 39 FEET SOUTH OF THE CENTERLINE OF
 NV1011'THE ROAD, 7-1/2 FEET SOUTH OF A WITNESS POST AND AT THE
 NV1011'SAME ELEVATION AS THE ROAD.
 NV1011'
 NV1011'REFERENCE MARK NUMBER 1, STAMPED HUNT NO 1 1950, IS A STANDARD
 NV1011'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, PROJECTING
 NV1011'1 INCH ABOVE THE GROUND AND IS AT THE SAME ELEVATION AS THE
 NV1011'STATION.  IT IS 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 NV1011'
 NV1011'REFERENCE MARK NUMBER 2, STAMPED HUNT NO 2 1950, IS A STANDARD
 NV1011'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST,
 NV1011'PROJECTING 4 INCHES ABOVE THE GROUND AND IS 10 INCHES LOWER
 NV1011'IN ELEVATION THAN THE STATION.  IT IS 29 FEET SOUTH OF THE
 NV1011'CENTERLINE OF THE ROAD.
 NV1011'
 NV1011'USBR BM IS A COPPER PIN IN A COPPER WASHER CEMENTED IN A
 NV1011'BOULDER 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.
 NV1011'THE WASHER IS STAMPED US BM.  IT IS 39 FEET SOUTH OF THE
 NV1011'CENTERLINE OF THE ROAD.
 NV1011'
 NV1011'AZIMUTH MARK, STAMPED HUNT 1950, IS A STANDARD DISK CEMENTED IN
 NV1011'A DRILL HOLE IN A BOULDER 4 FEET SQUARE THAT PROJECTS 4 FEET
 NV1011'ABOVE THE GROUND.  TO REACH FROM THE STATION GO WEST ON THE
 NV1011'DIRT ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH,
 NV1011'SIDE OF THE ROAD.  IT IS 30 FEET NORTH OF AN IRRIGATION DITCH
 NV1011'AND 90 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 NV1011'
 NV1011'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 NV1011'IN EDEN, GO WESTERLY ON STATE HIGHWAY 25 FOR 6.9 MILES TO A SIDE
 NV1011'ROAD TO THE RIGHT, NORTH.  TURN RIGHT AND FOLLOW THE PAVED
 NV1011'ROAD FOR 0.9 MILE TO THE TOP OF A SMALL RISE AND THE STATION
 NV1011'ON THE RIGHT, SOUTH, SIDE OF THE ROAD.
 NV1011
 NV1011                          STATION RECOVERY (1974)
 NV1011
 NV1011'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (BRN)
 NV1011'STATION RECOVERED BY AERIAL MAPPING CO.
 NV1011'
 NV1011'HUNT - 1950 - EXCELLENT
 NV1011'
 NV1011'WITNESS POST DESTROYED.  AZIMUTH MARK AND REFERENCE MARKS
 NV1011'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0233 ***********************************************************************
 QA0233  DESIGNATION -  HW 7
 QA0233  PID         -  QA0233
 QA0233  STATE/COUNTY-  ID/VALLEY
 QA0233  USGS QUAD   -  PISTOL LAKE (1990)
 QA0233
 QA0233                         *CURRENT SURVEY CONTROL
 QA0233  ___________________________________________________________________
 QA0233* NAD 83(1986)-  44 39 26.     (N)    115 26 55.     (W)     SCALED    
 QA0233* NAVD 88     -      2442.300  (meters)    8012.78   (feet)  ADJUSTED  
 QA0233  ___________________________________________________________________
 QA0233  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 QA0233  DYNAMIC HT  -        2440.748 (meters)    8007.69  (feet)  COMP
 QA0233  MODELED GRAV-     979,893.2   (mgal)                       NAVD 88
 QA0233
 QA0233  VERT ORDER  -  SECOND    CLASS 0
 QA0233
 QA0233.The horizontal coordinates were scaled from a topographic map and have
 QA0233.an estimated accuracy of +/- 6 seconds.
 QA0233
 QA0233.The orthometric height was determined by differential leveling
 QA0233.and adjusted by the National Geodetic Survey in June 1991..
 QA0233
 QA0233.The geoid height was determined by GEOID03.
 QA0233
 QA0233.The dynamic height is computed by dividing the NAVD 88
 QA0233.geopotential number by the normal gravity value computed on the
 QA0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0233.degrees latitude (g = 980.6199 gals.).
 QA0233
 QA0233.The modeled gravity was interpolated from observed gravity values.
 QA0233
 QA0233;                    North         East    Units  Estimated Accuracy
 QA0233;SPC ID W     -   332,260.      823,900.      MT  (+/- 180 meters Scaled)
 QA0233
 QA0233                          SUPERSEDED SURVEY CONTROL
 QA0233
 QA0233  NGVD 29 (??/??/92) 2440.862  (m)         8008.06   (f) ADJ UNCH    2 0
 QA0233
 QA0233.Superseded values are not recommended for survey control.
 QA0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0233.See file dsdata.txt to determine how the superseded data were derived.
 QA0233
 QA0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK230460(NAD 83)
 QA0233_MARKER: DD = SURVEY DISK
 QA0233_SETTING: 66 = SET IN ROCK OUTCROP
 QA0233_SP_SET: ROCK OUTCROP
 QA0233_STAMPING: H W 7 1935
 QA0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0233+STABILITY: POSITION/ELEVATION WELL
 QA0233
 QA0233  HISTORY     - Date     Condition        Report By
 QA0233  HISTORY     - 1935     MONUMENTED       USGS
 QA0233  HISTORY     - 1948     GOOD             NGS
 QA0233
 QA0233                          STATION DESCRIPTION
 QA0233
 QA0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QA0233'7.6 MI E FROM LANDMARK RANGER STATION.
 QA0233'7.6 MILES EAST ALONG THE LANDMARK-LUCKY LAD MINE ROAD FROM THE RANGER
 QA0233'STATION AT LANDMARK, AT THE Y INTERSECTION OF LUCKY LAD MINE ROAD AND
 QA0233'MIDDLE FORK SALMON RIVER ROAD, AT A DIRT ROAD LEADING SOUTH TO
 QA0233'SNOWSHOE CABIN, AT PISTOL CREEK SUMMIT, 58.0 FEET SOUTH OF THE CENTER
 QA0233'LINE OF THE LUCKY LAD MINE ROAD, 49.0 FEET SOUTHEAST OF A SIGN, PISTOL
 QA0233'SUMMIT-LUCKY MINE 16, 24.5 FEET EAST OF THE CENTER LINE OF THE DIRT
 QA0233'ROAD SOUTH, SET IN THE TOP OF A PROMINENT ROCK OUTCROP ABOUT FLUSH
 QA0233'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0230 ***********************************************************************
 QA0230  DESIGNATION -  HW 8
 QA0230  PID         -  QA0230
 QA0230  STATE/COUNTY-  ID/VALLEY
 QA0230  USGS QUAD   -  PISTOL LAKE (1990)
 QA0230
 QA0230                         *CURRENT SURVEY CONTROL
 QA0230  ___________________________________________________________________
 QA0230* NAD 83(1986)-  44 39 51.     (N)    115 28 12.     (W)     SCALED    
 QA0230* NAVD 88     -      2276.700  (meters)    7469.47   (feet)  ADJUSTED  
 QA0230  ___________________________________________________________________
 QA0230  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 QA0230  DYNAMIC HT  -        2275.307 (meters)    7464.90  (feet)  COMP
 QA0230  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 QA0230
 QA0230  VERT ORDER  -  SECOND    CLASS 0
 QA0230
 QA0230.The horizontal coordinates were scaled from a topographic map and have
 QA0230.an estimated accuracy of +/- 6 seconds.
 QA0230
 QA0230.The orthometric height was determined by differential leveling
 QA0230.and adjusted by the National Geodetic Survey in June 1991..
 QA0230
 QA0230.The geoid height was determined by GEOID03.
 QA0230
 QA0230.The dynamic height is computed by dividing the NAVD 88
 QA0230.geopotential number by the normal gravity value computed on the
 QA0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0230.degrees latitude (g = 980.6199 gals.).
 QA0230
 QA0230.The modeled gravity was interpolated from observed gravity values.
 QA0230
 QA0230;                    North         East    Units  Estimated Accuracy
 QA0230;SPC ID W     -   333,030.      822,200.      MT  (+/- 180 meters Scaled)
 QA0230
 QA0230                          SUPERSEDED SURVEY CONTROL
 QA0230
 QA0230  NGVD 29 (??/??/92) 2275.303  (m)         7464.89   (f) ADJ UNCH    2 0
 QA0230
 QA0230.Superseded values are not recommended for survey control.
 QA0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0230.See file dsdata.txt to determine how the superseded data were derived.
 QA0230
 QA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK212467(NAD 83)
 QA0230_MARKER: DD = SURVEY DISK
 QA0230_SETTING: 80 = SET IN A BOULDER
 QA0230_SP_SET: BOULDER
 QA0230_STAMPING: HW 8 1935
 QA0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0230+STABILITY: SURFACE MOTION
 QA0230
 QA0230  HISTORY     - Date     Condition        Report By
 QA0230  HISTORY     - 1935     MONUMENTED       USGS
 QA0230  HISTORY     - 1948     GOOD             NGS
 QA0230
 QA0230                          STATION DESCRIPTION
 QA0230
 QA0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QA0230'5.6 MI E FROM LANDMARK RANGER STATION.
 QA0230'5.6 MILES EAST ALONG THE LANDMARK-LUCKY LAD MINE ROAD FROM THE RANGER
 QA0230'STATION AT LANDMARK, ABOUT 2.0 MILES WEST OF PISTOL CREEK SUMMIT,
 QA0230'ABOUT 1.4 MILES EAST OF PEANUT CREEK, 50.0 FEET WEST OF A SMALL DRAW,
 QA0230'30.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 QA0230'LARGE GRANITE BOULDER PROJECTING 2.0 FEET ABOVE THE GROUND AND ABOUT 5
 QA0230'FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0228 ***********************************************************************
 QA0228  DESIGNATION -  HW 9
 QA0228  PID         -  QA0228
 QA0228  STATE/COUNTY-  ID/VALLEY
 QA0228  USGS QUAD   -  PISTOL LAKE (1990)
 QA0228
 QA0228                         *CURRENT SURVEY CONTROL
 QA0228  ___________________________________________________________________
 QA0228* NAD 83(1986)-  44 39 08.     (N)    115 29 55.     (W)     SCALED    
 QA0228* NAVD 88     -      2075.635  (meters)    6809.81   (feet)  ADJUSTED  
 QA0228  ___________________________________________________________________
 QA0228  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 QA0228  DYNAMIC HT  -        2074.436 (meters)    6805.88  (feet)  COMP
 QA0228  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 QA0228
 QA0228  VERT ORDER  -  SECOND    CLASS 0
 QA0228
 QA0228.The horizontal coordinates were scaled from a topographic map and have
 QA0228.an estimated accuracy of +/- 6 seconds.
 QA0228
 QA0228.The orthometric height was determined by differential leveling
 QA0228.and adjusted by the National Geodetic Survey in June 1991..
 QA0228
 QA0228.The geoid height was determined by GEOID03.
 QA0228
 QA0228.The dynamic height is computed by dividing the NAVD 88
 QA0228.geopotential number by the normal gravity value computed on the
 QA0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0228.degrees latitude (g = 980.6199 gals.).
 QA0228
 QA0228.The modeled gravity was interpolated from observed gravity values.
 QA0228
 QA0228;                    North         East    Units  Estimated Accuracy
 QA0228;SPC ID W     -   331,690.      819,940.      MT  (+/- 180 meters Scaled)
 QA0228
 QA0228                          SUPERSEDED SURVEY CONTROL
 QA0228
 QA0228  NGVD 29 (??/??/92) 2074.297  (m)         6805.42   (f) ADJ UNCH    2 0
 QA0228
 QA0228.Superseded values are not recommended for survey control.
 QA0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0228.See file dsdata.txt to determine how the superseded data were derived.
 QA0228
 QA0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK190454(NAD 83)
 QA0228_MARKER: DD = SURVEY DISK
 QA0228_SETTING: 80 = SET IN A BOULDER
 QA0228_SP_SET: BOULDER
 QA0228_STAMPING: H W 9 1935
 QA0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0228+STABILITY: SURFACE MOTION
 QA0228
 QA0228  HISTORY     - Date     Condition        Report By
 QA0228  HISTORY     - 1935     MONUMENTED       USGS
 QA0228  HISTORY     - 1948     GOOD             NGS
 QA0228
 QA0228                          STATION DESCRIPTION
 QA0228
 QA0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QA0228'3.7 MI E FROM LANDMARK RANGER STATION.
 QA0228'3.7 MILES EAST ALONG THE LUCKY LAD MINE ROAD FROM THE RANGER STATION
 QA0228'AT LANDMARK, ABOUT 0.3 MILE EAST OF FOREST SERVICE MILEPOST NO. 3.0,
 QA0228'92.8 FEET NORTH OF THE CENTER LINE OF THE ROAD, 84.5 FEET NORTH OF A
 QA0228'16-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A LARGE
 QA0228'GRANITE BOULDER PROJECTING 1.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0492 ***********************************************************************
 SU0492  DESIGNATION -  HWY 10 STA 387+08.8
 SU0492  PID         -  SU0492
 SU0492  STATE/COUNTY-  ID/SHOSHONE
 SU0492  USGS QUAD   -  MULLAN (1995)
 SU0492
 SU0492                         *CURRENT SURVEY CONTROL
 SU0492  ___________________________________________________________________
 SU0492* NAD 83(1986)-  47 28 16.     (N)    115 46 32.     (W)     SCALED    
 SU0492* NAVD 88     -      1017.478  (meters)    3338.18   (feet)  ADJUSTED  
 SU0492  ___________________________________________________________________
 SU0492  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 SU0492  DYNAMIC HT  -        1017.367 (meters)    3337.81  (feet)  COMP
 SU0492  MODELED GRAV-     980,470.1   (mgal)                       NAVD 88
 SU0492
 SU0492  VERT ORDER  -  SECOND    CLASS 0
 SU0492
 SU0492.The horizontal coordinates were scaled from a topographic map and have
 SU0492.an estimated accuracy of +/- 6 seconds.
 SU0492
 SU0492.The orthometric height was determined by differential leveling
 SU0492.and adjusted by the National Geodetic Survey in June 1991..
 SU0492
 SU0492.The geoid height was determined by GEOID03.
 SU0492
 SU0492.The dynamic height is computed by dividing the NAVD 88
 SU0492.geopotential number by the normal gravity value computed on the
 SU0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0492.degrees latitude (g = 980.6199 gals.).
 SU0492
 SU0492.The modeled gravity was interpolated from observed gravity values.
 SU0492
 SU0492;                    North         East    Units  Estimated Accuracy
 SU0492;SPC ID W     -   644,970.      798,070.      MT  (+/- 180 meters Scaled)
 SU0492
 SU0492                          SUPERSEDED SURVEY CONTROL
 SU0492
 SU0492  NGVD 29 (??/??/92) 1016.24   (m)         3334.1    (f) COMPUTED    2 0
 SU0492
 SU0492.Superseded values are not recommended for survey control.
 SU0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0492.See file dsdata.txt to determine how the superseded data were derived.
 SU0492
 SU0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN922582(NAD 83)
 SU0492_MARKER: DD = SURVEY DISK
 SU0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0492_STAMPING: 387X08.8PC 40FT CL
 SU0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0492+STABILITY: SURFACE MOTION
 SU0492
 SU0492  HISTORY     - Date     Condition        Report By
 SU0492  HISTORY     - UNK      MONUMENTED       IDPWD
 SU0492  HISTORY     - 1959     GOOD             NGS
 SU0492
 SU0492                          STATION DESCRIPTION
 SU0492
 SU0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SU0492'1.25 MI E FROM MULLAN.
 SU0492'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF
 SU0492'SECOND AVENUE AT MULLAN, ALONG THE NORTHERN PACIFIC RAILWAY, AT THE
 SU0492'EAST END OF MCKINNIS SIDING, AT THE CROSSING OF A POWER LINE, 215 FEET
 SU0492'WEST OF THE CENTER OF A ROAD NORTHEAST ACROSS THE TRACK, 201 FEET
 SU0492'SOUTHWEST OF MILEPOST 49, 42 FEET NORTH OF THE CENTER LINE OF THE
 SU0492'HIGHWAY, 58.3 FEET SOUTH OF THE SOUTH RAIL, 79 FEET EAST-SOUTHEAST OF
 SU0492'THE T JUNCTION OF POWER LINES, 1.2 FEET NORTH OF A WITNESS POST, ABOUT
 SU0492'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SU0492'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0491 ***********************************************************************
 SU0491  DESIGNATION -  HWY 10 STA 40+87.9 PT
 SU0491  PID         -  SU0491
 SU0491  STATE/COUNTY-  ID/SHOSHONE
 SU0491  USGS QUAD   -  MULLAN (1995)
 SU0491
 SU0491                         *CURRENT SURVEY CONTROL
 SU0491  ___________________________________________________________________
 SU0491* NAD 83(1986)-  47 28 10.     (N)    115 47 15.     (W)     SCALED    
 SU0491* NAVD 88     -      1004.662  (meters)    3296.13   (feet)  ADJUSTED  
 SU0491  ___________________________________________________________________
 SU0491  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 SU0491  DYNAMIC HT  -        1004.577 (meters)    3295.85  (feet)  COMP
 SU0491  MODELED GRAV-     980,495.0   (mgal)                       NAVD 88
 SU0491
 SU0491  VERT ORDER  -  SECOND    CLASS 0
 SU0491
 SU0491.The horizontal coordinates were scaled from a topographic map and have
 SU0491.an estimated accuracy of +/- 6 seconds.
 SU0491
 SU0491.The orthometric height was determined by differential leveling
 SU0491.and adjusted by the National Geodetic Survey in June 1991..
 SU0491
 SU0491.The geoid height was determined by GEOID03.
 SU0491
 SU0491.The dynamic height is computed by dividing the NAVD 88
 SU0491.geopotential number by the normal gravity value computed on the
 SU0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0491.degrees latitude (g = 980.6199 gals.).
 SU0491
 SU0491.The modeled gravity was interpolated from observed gravity values.
 SU0491
 SU0491;                    North         East    Units  Estimated Accuracy
 SU0491;SPC ID W     -   644,780.      797,170.      MT  (+/- 180 meters Scaled)
 SU0491
 SU0491                          SUPERSEDED SURVEY CONTROL
 SU0491
 SU0491  NGVD 29 (??/??/92) 1003.453  (m)         3292.16   (f) ADJ UNCH    2 0
 SU0491
 SU0491.Superseded values are not recommended for survey control.
 SU0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0491.See file dsdata.txt to determine how the superseded data were derived.
 SU0491
 SU0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN913580(NAD 83)
 SU0491_MARKER: DD = SURVEY DISK
 SU0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0491_STAMPING: 40X87.9 PT 358X 354PT 40 FT CL
 SU0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0491+STABILITY: SURFACE MOTION
 SU0491
 SU0491  HISTORY     - Date     Condition        Report By
 SU0491  HISTORY     - UNK      MONUMENTED       IDPWD
 SU0491  HISTORY     - 1959     GOOD             NGS
 SU0491
 SU0491                          STATION DESCRIPTION
 SU0491
 SU0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SU0491'0.65 MI E FROM MULLAN.
 SU0491'ABOUT 0.65 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF SECOND
 SU0491'AVENUE AT MULLAN, AT THE SOUTHWEST END OF A LARGE MULLAN SIGN, 101
 SU0491'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF AN ASPHALT ROAD, 40
 SU0491'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 103.2 FEET SOUTH OF THE
 SU0491'SOUTH RAIL OF THE NORTHERN PACIFIC RAILWAY, 6 1/2 FEET EAST OF A POWER
 SU0491'POLE GUY POLE, 1.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 SU0491'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 SU0491'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0768 ***********************************************************************
 OH0768  DESIGNATION -  HWY 20 STA 103+39.9
 OH0768  PID         -  OH0768
 OH0768  STATE/COUNTY-  ID/CANYON
 OH0768  USGS QUAD   -  CALDWELL (1971)
 OH0768
 OH0768                         *CURRENT SURVEY CONTROL
 OH0768  ___________________________________________________________________
 OH0768* NAD 83(1986)-  43 37 55.     (N)    116 42 45.     (W)     SCALED    
 OH0768* NAVD 88     -       749.773  (meters)    2459.88   (feet)  ADJUSTED  
 OH0768  ___________________________________________________________________
 OH0768  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 OH0768  DYNAMIC HT  -         749.510 (meters)    2459.02  (feet)  COMP
 OH0768  MODELED GRAV-     980,244.3   (mgal)                       NAVD 88
 OH0768
 OH0768  VERT ORDER  -  SECOND    CLASS 0
 OH0768
 OH0768.The horizontal coordinates were scaled from a topographic map and have
 OH0768.an estimated accuracy of +/- 6 seconds.
 OH0768
 OH0768.The orthometric height was determined by differential leveling
 OH0768.and adjusted by the National Geodetic Survey in June 1991..
 OH0768
 OH0768.The geoid height was determined by GEOID03.
 OH0768
 OH0768.The dynamic height is computed by dividing the NAVD 88
 OH0768.geopotential number by the normal gravity value computed on the
 OH0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0768.degrees latitude (g = 980.6199 gals.).
 OH0768
 OH0768.The modeled gravity was interpolated from observed gravity values.
 OH0768
 OH0768;                    North         East    Units  Estimated Accuracy
 OH0768;SPC ID W     -   218,750.      722,330.      MT  (+/- 180 meters Scaled)
 OH0768
 OH0768                          SUPERSEDED SURVEY CONTROL
 OH0768
 OH0768  NGVD 29 (??/??/92)  748.831  (m)         2456.79   (f) ADJ UNCH    2 0
 OH0768
 OH0768.Superseded values are not recommended for survey control.
 OH0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0768.See file dsdata.txt to determine how the superseded data were derived.
 OH0768
 OH0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ231310(NAD 83)
 OH0768_MARKER: DD = SURVEY DISK
 OH0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0768_STAMPING: 33 103+39.9
 OH0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0768+STABILITY: SURFACE MOTION
 OH0768
 OH0768  HISTORY     - Date     Condition        Report By
 OH0768  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0768  HISTORY     - 1951     GOOD             NGS
 OH0768
 OH0768                          STATION DESCRIPTION
 OH0768
 OH0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0768'3.5 MI S FROM CALDWELL.
 OH0768'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, .05 MILE SOUTH
 OH0768'EAST TO KIMBALL AVE., THENCE 3.45 SOUTHWEST ALONG KIMBALL AVE LEADING
 OH0768'TO MARSING, AT THE SOUTH END OF A TURN IN THE HIGHWAY TO THE SOUTH AND
 OH0768'TO THE EAST, AND ABOUT 150 YARDS SOUTH ACROSS THE HIGHWAY FROM A
 OH0768'PROMINENT U TURN IN IRRIGATION CANAL, 0.2 MILE NORTH OF (USC AND GS
 OH0768'AND SS MARK D 34127), 28.7 FEET SOUTH OF A TELEPHONE POLE WITH GUY
 OH0768'WIRE AND NUMBER 35, 32 1/2 FEET EAST OF THE CENTER LINE OF THE
 OH0768'HIGHWAY, 0.1 FOOT WEST OF THE NORTHSOUTH FENCE LINE, 1.4 FEET NORTH OF
 OH0768'THE WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND
 OH0768'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 OH0768'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0764 ***********************************************************************
 OH0764  DESIGNATION -  HWY 20 STA 21+28.9
 OH0764  PID         -  OH0764
 OH0764  STATE/COUNTY-  ID/CANYON
 OH0764  USGS QUAD   -  LAKE LOWELL (1971)
 OH0764
 OH0764                         *CURRENT SURVEY CONTROL
 OH0764  ___________________________________________________________________
 OH0764* NAD 83(1986)-  43 36 34.     (N)    116 42 47.     (W)     SCALED    
 OH0764* NAVD 88     -       772.242  (meters)    2533.60   (feet)  ADJUSTED  
 OH0764  ___________________________________________________________________
 OH0764  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 OH0764  DYNAMIC HT  -         771.965 (meters)    2532.69  (feet)  COMP
 OH0764  MODELED GRAV-     980,236.0   (mgal)                       NAVD 88
 OH0764
 OH0764  VERT ORDER  -  SECOND    CLASS 0
 OH0764
 OH0764.The horizontal coordinates were scaled from a topographic map and have
 OH0764.an estimated accuracy of +/- 6 seconds.
 OH0764
 OH0764.The orthometric height was determined by differential leveling
 OH0764.and adjusted by the National Geodetic Survey in June 1991..
 OH0764
 OH0764.The geoid height was determined by GEOID03.
 OH0764
 OH0764.The dynamic height is computed by dividing the NAVD 88
 OH0764.geopotential number by the normal gravity value computed on the
 OH0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0764.degrees latitude (g = 980.6199 gals.).
 OH0764
 OH0764.The modeled gravity was interpolated from observed gravity values.
 OH0764
 OH0764;                    North         East    Units  Estimated Accuracy
 OH0764;SPC ID W     -   216,250.      722,260.      MT  (+/- 180 meters Scaled)
 OH0764
 OH0764                          SUPERSEDED SURVEY CONTROL
 OH0764
 OH0764  NGVD 29 (??/??/92)  771.295  (m)         2530.49   (f) ADJ UNCH    2 0
 OH0764
 OH0764.Superseded values are not recommended for survey control.
 OH0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0764.See file dsdata.txt to determine how the superseded data were derived.
 OH0764
 OH0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ231285(NAD 83)
 OH0764_MARKER: DD = SURVEY DISK
 OH0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0764_STAMPING: 21+28.9 33
 OH0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0764+STABILITY: SURFACE MOTION
 OH0764
 OH0764  HISTORY     - Date     Condition        Report By
 OH0764  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0764  HISTORY     - 1951     GOOD             NGS
 OH0764  HISTORY     - 20020930 MARK NOT FOUND   IDTD
 OH0764
 OH0764                          STATION DESCRIPTION
 OH0764
 OH0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0764'5.1 MI S FROM CALDWELL.
 OH0764'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, .05 MILE
 OH0764'SOUTHEAST TO KIMBALL AVE., THENCE 5.05 MILES SOUTHWEST ALONG KIMBALL
 OH0764'AVE. LEADING TO MARSING, .3 MILE NORTH OF Y JUNCTION OF HIGHWAY 20
 OH0764'LEADING TO NAMPA AND HIGHWAY MARSING TO CALDWELL, SOUTH OF A FARM
 OH0764'HOUSE ON THE WEST SIDE OF THE HIGHWAY, 241 FEET SOUTH OF THE SOUTH ONE
 OH0764'OF TWO DRIVE WAYS TO THE FARM HOUSE, 35.4 FEET SOUTH OF THE CENTER OF
 OH0764'THE CONCRETE HEADWALL ON THE WEST SIDE OF THE HIGHWAY, 33 FEET WEST OF
 OH0764'THE CENTER LINE OF THE HIGHWAY, .1 FOOT EAST OF A FENCE LINE LEADING
 OH0764'NORTH AND SOUTH, 0.9 FEET NORTH OF THE WITNESS POST, AND ABOUT 1 FOOT
 OH0764'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OH0764'PROJECTING 1.3 FEET ABOVE THE GROUND.
 OH0764
 OH0764                          STATION RECOVERY (2002)
 OH0764
 OH0764'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JLG)
 OH0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0754 ***********************************************************************
 OH0754  DESIGNATION -  HWY 20 STA 238+94.7
 OH0754  PID         -  OH0754
 OH0754  STATE/COUNTY-  ID/CANYON
 OH0754  USGS QUAD   -  MARSING (1971)
 OH0754
 OH0754                         *CURRENT SURVEY CONTROL
 OH0754  ___________________________________________________________________
 OH0754* NAD 83(1986)-  43 36 10.     (N)    116 47 01.     (W)     SCALED    
 OH0754* NAVD 88     -       773.120  (meters)    2536.48   (feet)  ADJUSTED  
 OH0754  ___________________________________________________________________
 OH0754  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 OH0754  DYNAMIC HT  -         772.840 (meters)    2535.56  (feet)  COMP
 OH0754  MODELED GRAV-     980,231.6   (mgal)                       NAVD 88
 OH0754
 OH0754  VERT ORDER  -  SECOND    CLASS 0
 OH0754
 OH0754.The horizontal coordinates were scaled from a topographic map and have
 OH0754.an estimated accuracy of +/- 6 seconds.
 OH0754
 OH0754.The orthometric height was determined by differential leveling
 OH0754.and adjusted by the National Geodetic Survey in June 1991..
 OH0754
 OH0754.The geoid height was determined by GEOID03.
 OH0754
 OH0754.The dynamic height is computed by dividing the NAVD 88
 OH0754.geopotential number by the normal gravity value computed on the
 OH0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0754.degrees latitude (g = 980.6199 gals.).
 OH0754
 OH0754.The modeled gravity was interpolated from observed gravity values.
 OH0754
 OH0754;                    North         East    Units  Estimated Accuracy
 OH0754;SPC ID W     -   215,580.      716,550.      MT  (+/- 180 meters Scaled)
 OH0754
 OH0754                          SUPERSEDED SURVEY CONTROL
 OH0754
 OH0754  NGVD 29 (??/??/92)  772.169  (m)         2533.36   (f) ADJ UNCH    2 0
 OH0754
 OH0754.Superseded values are not recommended for survey control.
 OH0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0754.See file dsdata.txt to determine how the superseded data were derived.
 OH0754
 OH0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ174277(NAD 83)
 OH0754_MARKER: DD = SURVEY DISK
 OH0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0754_STAMPING: 238+94.7 PI 46.67-C BM 2533.18
 OH0754_MARK LOGO: IDPWD 
 OH0754_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0754+STABILITY: SURFACE MOTION
 OH0754
 OH0754  HISTORY     - Date     Condition        Report By
 OH0754  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0754  HISTORY     - 1951     GOOD             NGS
 OH0754  HISTORY     - 20000525 GOOD             IDTD
 OH0754
 OH0754                          STATION DESCRIPTION
 OH0754
 OH0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0754'5.15 MI N FROM MARSING.
 OH0754'FROM THE U.P. AND O.S.L.R.R. STATION IN MARSING, 4.7 MILES NORTHEAST
 OH0754'AND NORTH ALONG U. S. HIGHWAY 20 TO TURN IN THE HIGHWAY, THENCE 0.45
 OH0754'MILE EAST, AT INTERSECTION OF HIGHWAY 20 AND PAVED ROAD LEADING NORTH
 OH0754'AND GRAVEL ROAD LEADING SOUTH, ACROSS THE HIGHWAY FROM U. S. POST
 OH0754'OFFICE, STORE AND GAS STATION IN HUSTON, IDAHO, 163.8 FEET SOUTHEAST
 OH0754'ACROSS HIGHWAY 20 FROM THE SOUTHEAST CORNER OF POST OFFICE AND STORE
 OH0754'BUILDING, 33 1/2 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 20, 29 1/2
 OH0754'FEET SOUTH OF THE CENTER LINE OF GRAVEL ROAD LEADING SOUTH, 13.4 FEET
 OH0754'EAST OF THE NORTHWEST FENCE CORNER POST, AND ABOUT LEVEL WITH THE
 OH0754'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 OH0754'ABOVE THE GROUND, AND IN LINE OF A FENCE.
 OH0754
 OH0754                          STATION RECOVERY (2000)
 OH0754
 OH0754'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 OH0754'MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. MARK
 OH0754'IS ABOUT 7.0 KM (4.35 MI) NORTH-NORTHEAST OF MARSING ALONG STATE
 OH0754'HIGHWAY 55.  OWNERSHIP--ROAD RIGHT-OF-WAY.  REACHED FROM THE NORTHEAST
 OH0754'END OF THE STEEL AND CONCRETE BRIDGE OVER THE SNAKE RIVER AT MARSING.
 OH0754'GO NORTHEAST AND NORTH AND EAST ON STATE HIGHWAY 55 FOR 6.9 KM (4.30
 OH0754'MI) TO A CROSSROADS (PRIDE LN) AND THE HUSTON POST OFFICE ON THE LEFT
 OH0754'AND THE MARK IN THE SOUTHEAST CORNER OF THE INTERSECTION.  IS IT 10.1
 OH0754'M (33.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.8 M (32.2 FT) EAST OF
 OH0754'CENTER OF PRIDE LN AND 0.6 M (2.0 FT) EAST OF WEST GATE POST FOR A
 OH0754'WOODEN FENCE.  THE DISK IS SET INTO THE TOP OF A 4-INCH BY 4-INCH
 OH0754'SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IN LINE WITH
 OH0754'THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0737 ***********************************************************************
 OH0737  DESIGNATION -  HWY 20 STA 28+70.7
 OH0737  PID         -  OH0737
 OH0737  STATE/COUNTY-  ID/OWYHEE
 OH0737  USGS QUAD   -  MARSING (1971)
 OH0737
 OH0737                         *CURRENT SURVEY CONTROL
 OH0737  ___________________________________________________________________
 OH0737* NAD 83(1986)-  43 32 44.     (N)    116 48 45.     (W)     SCALED    
 OH0737* NAVD 88     -       701.025  (meters)    2299.95   (feet)  ADJUSTED  
 OH0737  ___________________________________________________________________
 OH0737  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 OH0737  DYNAMIC HT  -         700.774 (meters)    2299.12  (feet)  COMP
 OH0737  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 OH0737
 OH0737  VERT ORDER  -  SECOND    CLASS 0
 OH0737
 OH0737.The horizontal coordinates were scaled from a topographic map and have
 OH0737.an estimated accuracy of +/- 6 seconds.
 OH0737
 OH0737.The orthometric height was determined by differential leveling
 OH0737.and adjusted by the National Geodetic Survey in June 1991..
 OH0737
 OH0737.The geoid height was determined by GEOID03.
 OH0737
 OH0737.The dynamic height is computed by dividing the NAVD 88
 OH0737.geopotential number by the normal gravity value computed on the
 OH0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0737.degrees latitude (g = 980.6199 gals.).
 OH0737
 OH0737.The modeled gravity was interpolated from observed gravity values.
 OH0737
 OH0737;                    North         East    Units  Estimated Accuracy
 OH0737;SPC ID W     -   209,250.      714,140.      MT  (+/- 180 meters Scaled)
 OH0737
 OH0737                          SUPERSEDED SURVEY CONTROL
 OH0737
 OH0737  NGVD 29 (??/??/92)  700.084  (m)         2296.86   (f) ADJ UNCH    2 0
 OH0737
 OH0737.Superseded values are not recommended for survey control.
 OH0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0737.See file dsdata.txt to determine how the superseded data were derived.
 OH0737
 OH0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ151214(NAD 83)
 OH0737_MARKER: DD = SURVEY DISK
 OH0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0737_STAMPING: STA.28+70.7 46.67 RIGHT OF WAY 33
 OH0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0737+STABILITY: SURFACE MOTION
 OH0737
 OH0737  HISTORY     - Date     Condition        Report By
 OH0737  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0737  HISTORY     - 1951     GOOD             NGS
 OH0737
 OH0737                          STATION DESCRIPTION
 OH0737
 OH0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0737'IN MARSING.
 OH0737'0.4 MILES WEST ALONG HIGHWAY 20 FROM THE U.P. AND O.S.L.R.R. STATION
 OH0737'IN MARSING, AT THE INTERSECTION AT THE HIGHSCHOOL, INSIDE OF A YARD
 OH0737'WITH A ROCK WALL IN FRONT OF A HOUSE, 138.2 FEET SOUTH ACROSS HIGHWAY
 OH0737'FROM THE SOUTHEAST CORNER OF THE HIGHSCHOOL BUILDING, 70.8 FEET
 OH0737'NORTHWEST OF THE NORTHWEST CORNER OF A STUCKO HOUSE, 32 FEET SOUTH OF
 OH0737'THE CENTER LINE OF HIGHWAY 20, 33 FEET EAST OF THE CENTER LINE OF A
 OH0737'STREET, 7.9 FEET EAST OF A TELEPHONE POLE WITH BOX NO. 25, 3.3 FEET
 OH0737'SOUTH OF THE SOUTH CORNER OF THE ROCK WALL, AND ABOUT 1 FOOT HIGHER
 OH0737'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 OH0737'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0756 ***********************************************************************
 OH0756  DESIGNATION -  HWY 20 STA 344+19.5
 OH0756  PID         -  OH0756
 OH0756  STATE/COUNTY-  ID/CANYON
 OH0756  USGS QUAD   -  LAKE LOWELL (1971)
 OH0756
 OH0756                         *CURRENT SURVEY CONTROL
 OH0756  ___________________________________________________________________
 OH0756* NAD 83(1986)-  43 36 14.     (N)    116 44 35.     (W)     SCALED    
 OH0756* NAVD 88     -       759.645  (meters)    2492.27   (feet)  ADJUSTED  
 OH0756  ___________________________________________________________________
 OH0756  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 OH0756  DYNAMIC HT  -         759.369 (meters)    2491.36  (feet)  COMP
 OH0756  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 OH0756
 OH0756  VERT ORDER  -  SECOND    CLASS 0
 OH0756
 OH0756.The horizontal coordinates were scaled from a topographic map and have
 OH0756.an estimated accuracy of +/- 6 seconds.
 OH0756
 OH0756.The orthometric height was determined by differential leveling
 OH0756.and adjusted by the National Geodetic Survey in June 1991..
 OH0756
 OH0756.The geoid height was determined by GEOID03.
 OH0756
 OH0756.The dynamic height is computed by dividing the NAVD 88
 OH0756.geopotential number by the normal gravity value computed on the
 OH0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0756.degrees latitude (g = 980.6199 gals.).
 OH0756
 OH0756.The modeled gravity was interpolated from observed gravity values.
 OH0756
 OH0756;                    North         East    Units  Estimated Accuracy
 OH0756;SPC ID W     -   215,660.      719,830.      MT  (+/- 180 meters Scaled)
 OH0756
 OH0756                          SUPERSEDED SURVEY CONTROL
 OH0756
 OH0756  NGVD 29 (??/??/92)  758.696  (m)         2489.16   (f) ADJ UNCH    2 0
 OH0756
 OH0756.Superseded values are not recommended for survey control.
 OH0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0756.See file dsdata.txt to determine how the superseded data were derived.
 OH0756
 OH0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ207279(NAD 83)
 OH0756_MARKER: DD = SURVEY DISK
 OH0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0756_STAMPING: 344+19.5 PI 33-C
 OH0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0756+STABILITY: SURFACE MOTION
 OH0756
 OH0756  HISTORY     - Date     Condition        Report By
 OH0756  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0756  HISTORY     - 1951     GOOD             NGS
 OH0756
 OH0756                          STATION DESCRIPTION
 OH0756
 OH0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0756'7.2 MI NE FROM MARSING.
 OH0756'FROM THE U.P. AND O.S.L.R.R. STATION IN MARSING, 4.7 MILES NORTHEAST
 OH0756'AND NORTH ALONG HIGHWAY 20 TO A TURN IN THE HIGHWAY TO THE EAST,
 OH0756'THENCE 2.5 MILES SOUTHEAST, AT A FARM HOUSE ON THE NORTH SIDE OF THE
 OH0756'HIGHWAY, 32 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 38.9
 OH0756'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE FARM HOUSE, 16.6
 OH0756'FEET SOUTHWEST OF THE SOUTHEAST END OF A 12 INCH CORRUGATED METAL PIPE
 OH0756'CULVERT, 10.9 FEET NORTHEAST OF A POWER LINE POLE, 3.3 FEET WEST OF
 OH0756'THE EAST TREE IN A ROW, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND
 OH0756'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.4 FEET ABOVE THE
 OH0756'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0758 ***********************************************************************
 OH0758  DESIGNATION -  HWY 20 STA 370+78.4
 OH0758  PID         -  OH0758
 OH0758  STATE/COUNTY-  ID/CANYON
 OH0758  USGS QUAD   -  LAKE LOWELL (1971)
 OH0758
 OH0758                         *CURRENT SURVEY CONTROL
 OH0758  ___________________________________________________________________
 OH0758* NAD 83(1986)-  43 36 14.     (N)    116 43 59.     (W)     SCALED    
 OH0758* NAVD 88     -       763.912  (meters)    2506.27   (feet)  ADJUSTED  
 OH0758  ___________________________________________________________________
 OH0758  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 OH0758  DYNAMIC HT  -         763.636 (meters)    2505.36  (feet)  COMP
 OH0758  MODELED GRAV-     980,233.3   (mgal)                       NAVD 88
 OH0758
 OH0758  VERT ORDER  -  SECOND    CLASS 0
 OH0758
 OH0758.The horizontal coordinates were scaled from a topographic map and have
 OH0758.an estimated accuracy of +/- 6 seconds.
 OH0758
 OH0758.The orthometric height was determined by differential leveling
 OH0758.and adjusted by the National Geodetic Survey in June 1991..
 OH0758
 OH0758.The geoid height was determined by GEOID03.
 OH0758
 OH0758.The dynamic height is computed by dividing the NAVD 88
 OH0758.geopotential number by the normal gravity value computed on the
 OH0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0758.degrees latitude (g = 980.6199 gals.).
 OH0758
 OH0758.The modeled gravity was interpolated from observed gravity values.
 OH0758
 OH0758;                    North         East    Units  Estimated Accuracy
 OH0758;SPC ID W     -   215,650.      720,640.      MT  (+/- 180 meters Scaled)
 OH0758
 OH0758                          SUPERSEDED SURVEY CONTROL
 OH0758
 OH0758  NGVD 29 (??/??/92)  762.962  (m)         2503.15   (f) ADJ UNCH    2 0
 OH0758
 OH0758.Superseded values are not recommended for survey control.
 OH0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0758.See file dsdata.txt to determine how the superseded data were derived.
 OH0758
 OH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ215279(NAD 83)
 OH0758_MARKER: DD = SURVEY DISK
 OH0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0758_STAMPING: 370+78.4 PI 46.67-C
 OH0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0758+STABILITY: SURFACE MOTION
 OH0758
 OH0758  HISTORY     - Date     Condition        Report By
 OH0758  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0758  HISTORY     - 1951     GOOD             NGS
 OH0758
 OH0758                          STATION DESCRIPTION
 OH0758
 OH0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0758'6.45 MI SW FROM CALDWELL.
 OH0758'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, .05 MILE
 OH0758'SOUTHEAST TO KIMBALL AVE., THENCE 6.4 MILES SOUTHWEST ALONG KIMBALL
 OH0758'AVE. LEADING TO MARSING, 7.7 MILES NORTHEAST OF THE U.P. AND
 OH0758'O.S.L.R.R. STATION IN MARSING ALONG HIGHWAY 20, AT INTERSECTION OF
 OH0758'HIGHWAY AND GRAVEL ROADS LEADING NORTH AND SOUTH, 63.9 FEET SOUTHEAST
 OH0758'OF THE SOUTHEAST CORNER OF A FARM HOUSE, 47 FEET NORTHWEST OF THE
 OH0758'CENTER OF THE ROAD INTERSECTION, 33 1/2 FEET NORTH OF THE CENTER LINE
 OH0758'OF HIGHWAY 20, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 11.5 FEET
 OH0758'NORTHWEST OF A POWER LINE POLE WITH GUY WIRE, AND ABOUT LEVEL WITH THE
 OH0758'HIGHWAY, AND SET IN THE TOP OF A CONCETE POST PROJECTING 1.1 FEET
 OH0758'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0766 ***********************************************************************
 OH0766  DESIGNATION -  HWY 20 STA 37+31.8
 OH0766  PID         -  OH0766
 OH0766  STATE/COUNTY-  ID/CANYON
 OH0766  USGS QUAD   -  LAKE LOWELL (1971)
 OH0766
 OH0766                         *CURRENT SURVEY CONTROL
 OH0766  ___________________________________________________________________
 OH0766* NAD 83(1986)-  43 36 50.     (N)    116 42 47.     (W)     SCALED    
 OH0766* NAVD 88     -       767.151  (meters)    2516.89   (feet)  ADJUSTED  
 OH0766  ___________________________________________________________________
 OH0766  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 OH0766  DYNAMIC HT  -         766.877 (meters)    2516.00  (feet)  COMP
 OH0766  MODELED GRAV-     980,237.5   (mgal)                       NAVD 88
 OH0766
 OH0766  VERT ORDER  -  SECOND    CLASS 0
 OH0766
 OH0766.The horizontal coordinates were scaled from a topographic map and have
 OH0766.an estimated accuracy of +/- 6 seconds.
 OH0766
 OH0766.The orthometric height was determined by differential leveling
 OH0766.and adjusted by the National Geodetic Survey in June 1991..
 OH0766
 OH0766.The geoid height was determined by GEOID03.
 OH0766
 OH0766.The dynamic height is computed by dividing the NAVD 88
 OH0766.geopotential number by the normal gravity value computed on the
 OH0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0766.degrees latitude (g = 980.6199 gals.).
 OH0766
 OH0766.The modeled gravity was interpolated from observed gravity values.
 OH0766
 OH0766;                    North         East    Units  Estimated Accuracy
 OH0766;SPC ID W     -   216,750.      722,260.      MT  (+/- 180 meters Scaled)
 OH0766
 OH0766                          SUPERSEDED SURVEY CONTROL
 OH0766
 OH0766  NGVD 29 (??/??/92)  766.204  (m)         2513.79   (f) ADJ UNCH    2 0
 OH0766
 OH0766.Superseded values are not recommended for survey control.
 OH0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0766.See file dsdata.txt to determine how the superseded data were derived.
 OH0766
 OH0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ231290(NAD 83)
 OH0766_MARKER: DD = SURVEY DISK
 OH0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0766_STAMPING: 33 37+31.8
 OH0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0766+STABILITY: SURFACE MOTION
 OH0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0766+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2004
 OH0766
 OH0766  HISTORY     - Date     Condition        Report By
 OH0766  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0766  HISTORY     - 1951     GOOD             NGS
 OH0766  HISTORY     - 20040331 GOOD             ORBITE
 OH0766
 OH0766                          STATION DESCRIPTION
 OH0766
 OH0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0766'4.8 MI S FROM CALDWELL.
 OH0766'FROM THE UNION PACIFIC RAILROAD STATION AT CALDWELL, .05 MILE
 OH0766'SOUTHEAST TO KIMBALL AVE., THENCE 4.75 MILES SOUTHWEST ALONG KIMBALL
 OH0766'AVE LEADING TO MARSING, SOUTHEAST OF A TWO STORY BRICK FARM HOUSE AT A
 OH0766'GROVE OF TREES WEST OF THE HIGHWAY, 224.7 FEET SOUTHEAST OF THE
 OH0766'SOUTHEAST CORNER OF A TWO STORY BRICK FARM HOUSE, 34 FEET WEST OF THE
 OH0766'CENTER LINE OF THE HIGHWAY, 4.3 FEET SOUTH OF THE SOUTH END OF THE
 OH0766'SOUTH CONCRETE WING WALL, 1.1 FEET NORTH OF THE WITNESS POST, AND
 OH0766'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OH0766'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OH0766
 OH0766                          STATION RECOVERY (2004)
 OH0766
 OH0766'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 OH0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0760 ***********************************************************************
 OH0760  DESIGNATION -  HWY 20 STA 391+86.0 POT
 OH0760  PID         -  OH0760
 OH0760  STATE/COUNTY-  ID/CANYON
 OH0760  USGS QUAD   -  LAKE LOWELL (1971)
 OH0760
 OH0760                         *CURRENT SURVEY CONTROL
 OH0760  ___________________________________________________________________
 OH0760* NAD 83(1986)-  43 36 15.     (N)    116 43 29.     (W)     SCALED    
 OH0760* NAVD 88     -       779.870  (meters)    2558.62   (feet)  ADJUSTED  
 OH0760  ___________________________________________________________________
 OH0760  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 OH0760  DYNAMIC HT  -         779.589 (meters)    2557.70  (feet)  COMP
 OH0760  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 OH0760
 OH0760  VERT ORDER  -  SECOND    CLASS 0
 OH0760
 OH0760.The horizontal coordinates were scaled from a topographic map and have
 OH0760.an estimated accuracy of +/- 6 seconds.
 OH0760
 OH0760.The orthometric height was determined by differential leveling
 OH0760.and adjusted by the National Geodetic Survey in June 1991..
 OH0760
 OH0760.The geoid height was determined by GEOID03.
 OH0760
 OH0760.The dynamic height is computed by dividing the NAVD 88
 OH0760.geopotential number by the normal gravity value computed on the
 OH0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0760.degrees latitude (g = 980.6199 gals.).
 OH0760
 OH0760.The modeled gravity was interpolated from observed gravity values.
 OH0760
 OH0760;                    North         East    Units  Estimated Accuracy
 OH0760;SPC ID W     -   215,680.      721,310.      MT  (+/- 180 meters Scaled)
 OH0760
 OH0760                          SUPERSEDED SURVEY CONTROL
 OH0760
 OH0760  NGVD 29 (??/??/92)  778.90   (m)         2555.4    (f) COMPUTED    2 0
 OH0760
 OH0760.Superseded values are not recommended for survey control.
 OH0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0760.See file dsdata.txt to determine how the superseded data were derived.
 OH0760
 OH0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ222279(NAD 83)
 OH0760_MARKER: DD = SURVEY DISK
 OH0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0760_STAMPING: 391-86.0 P.O.T. 33C
 OH0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0760+STABILITY: SURFACE MOTION
 OH0760
 OH0760  HISTORY     - Date     Condition        Report By
 OH0760  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0760  HISTORY     - 1951     GOOD             NGS
 OH0760
 OH0760                          STATION DESCRIPTION
 OH0760
 OH0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0760'6.05 MI SW FROM CALDWELL.
 OH0760'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, 0.05 MILE
 OH0760'SOUTHEAST TO KIMBALL AVE., THENCE 6 MILES SOUTHWEST ALONG KIMBALL AVE.
 OH0760'LEADING TO MARSING, 0.1 MILE WEST OF A TEXACO GAS STATION, AT THE TOP
 OH0760'OF THE GRADE IN THE HIGHWAY, 87.7 FEET WEST OF A POWER LINE POLE WITH
 OH0760'GUY WIRES, POWER LINE MAKES A T JUNCTION, 65.7 FEET NORTH OF AND
 OH0760'ACROSS HIGHWAY FROM STATE OF IDAHO DEPARTMENT OF PUBLIC WORKS MARK
 OH0760'391-86.0, 31.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.4 FEET
 OH0760'NORTH OF A EAST-WEST FENCE LINE, 1.3 FEET SOUTH OF THE WITNESS POST,
 OH0760'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 OH0760'PROJECTING 0.7 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0761 ***********************************************************************
 OH0761  DESIGNATION -  HWY 20 STA 391+86.0
 OH0761  PID         -  OH0761
 OH0761  STATE/COUNTY-  ID/CANYON
 OH0761  USGS QUAD   -  LAKE LOWELL (1971)
 OH0761
 OH0761                         *CURRENT SURVEY CONTROL
 OH0761  ___________________________________________________________________
 OH0761* NAD 83(1986)-  43 36 14.     (N)    116 43 28.     (W)     SCALED    
 OH0761* NAVD 88     -       779.957  (meters)    2558.91   (feet)  ADJUSTED  
 OH0761  ___________________________________________________________________
 OH0761  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 OH0761  DYNAMIC HT  -         779.677 (meters)    2557.99  (feet)  COMP
 OH0761  MODELED GRAV-     980,233.9   (mgal)                       NAVD 88
 OH0761
 OH0761  VERT ORDER  -  SECOND    CLASS 0
 OH0761
 OH0761.The horizontal coordinates were scaled from a topographic map and have
 OH0761.an estimated accuracy of +/- 6 seconds.
 OH0761
 OH0761.The orthometric height was determined by differential leveling
 OH0761.and adjusted by the National Geodetic Survey in June 1991..
 OH0761
 OH0761.The geoid height was determined by GEOID03.
 OH0761
 OH0761.The dynamic height is computed by dividing the NAVD 88
 OH0761.geopotential number by the normal gravity value computed on the
 OH0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0761.degrees latitude (g = 980.6199 gals.).
 OH0761
 OH0761.The modeled gravity was interpolated from observed gravity values.
 OH0761
 OH0761;                    North         East    Units  Estimated Accuracy
 OH0761;SPC ID W     -   215,650.      721,330.      MT  (+/- 180 meters Scaled)
 OH0761
 OH0761                          SUPERSEDED SURVEY CONTROL
 OH0761
 OH0761  NGVD 29 (??/??/92)  778.922  (m)         2555.51   (f) ADJ UNCH    2 0
 OH0761
 OH0761.Superseded values are not recommended for survey control.
 OH0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0761.See file dsdata.txt to determine how the superseded data were derived.
 OH0761
 OH0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ222279(NAD 83)
 OH0761_MARKER: DD = SURVEY DISK
 OH0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0761_STAMPING: 391+86.0 P.O.T. 33-C
 OH0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0761+STABILITY: SURFACE MOTION
 OH0761
 OH0761  HISTORY     - Date     Condition        Report By
 OH0761  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0761  HISTORY     - 1951     GOOD             NGS
 OH0761
 OH0761                          STATION DESCRIPTION
 OH0761
 OH0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0761'6.05 MI SW FROM CALDWELL.
 OH0761'FROM THE UNION PACIFIC RAILROAD STATION IN CALDWELL, .05 MILE
 OH0761'SOUTHEAST TO KIMBALL AVE., THENCE 6 MILES SOUTHWEST ALONG KIMBALL AVE.
 OH0761'LEADING TO MARSING, 0.1 MILE WEST OF A TEXACO GAS STATION, AT THE TOP
 OH0761'OF THE GRADE IN THE HIGHWAY, 108.9 FEET EAST OF THE (USC AND GS AND
 OH0761'SS) MARK D 34125, 76 1/2 FEET WEST OF THE CENTER LINE OF DRIVEWAY
 OH0761'LEADING SOUTH, 60 FEET WEST OF THE NORTHEAST FANCE CORNER, 34 FEET
 OH0761'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.4 FEET NORTH OF THE FENCE
 OH0761'LINE, AND ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 OH0761'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0006 ***********************************************************************
 OH0006  DESIGNATION -  HWY 30 ROW MARKER
 OH0006  PID         -  OH0006
 OH0006  STATE/COUNTY-  ID/ADA
 OH0006  USGS QUAD   -  BOISE SOUTH (1976)
 OH0006
 OH0006                         *CURRENT SURVEY CONTROL
 OH0006  ___________________________________________________________________
 OH0006* NAD 83(1986)-  43 32 32.     (N)    116 09 23.     (W)     SCALED    
 OH0006* NAVD 88     -       916.914  (meters)    3008.24   (feet)  ADJUSTED  
 OH0006  ___________________________________________________________________
 OH0006  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 OH0006  DYNAMIC HT  -         916.549 (meters)    3007.04  (feet)  COMP
 OH0006  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 OH0006
 OH0006  VERT ORDER  -  FIRST     CLASS II
 OH0006
 OH0006.The horizontal coordinates were scaled from a topographic map and have
 OH0006.an estimated accuracy of +/- 6 seconds.
 OH0006
 OH0006.The orthometric height was determined by differential leveling
 OH0006.and adjusted by the National Geodetic Survey in January 1993..
 OH0006
 OH0006.The geoid height was determined by GEOID03.
 OH0006
 OH0006.The dynamic height is computed by dividing the NAVD 88
 OH0006.geopotential number by the normal gravity value computed on the
 OH0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0006.degrees latitude (g = 980.6199 gals.).
 OH0006
 OH0006.The modeled gravity was interpolated from observed gravity values.
 OH0006
 OH0006;                    North         East    Units  Estimated Accuracy
 OH0006;SPC ID W     -   208,410.      767,160.      MT  (+/- 180 meters Scaled)
 OH0006
 OH0006                          SUPERSEDED SURVEY CONTROL
 OH0006
 OH0006  NAVD 88 (06/15/91)  916.899  (m)         3008.19   (f) UNKNOWN     1 2
 OH0006  NGVD 29 (??/??/92)  915.926  (m)         3005.00   (f) ADJ UNCH    1 2
 OH0006
 OH0006.Superseded values are not recommended for survey control.
 OH0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0006.See file dsdata.txt to determine how the superseded data were derived.
 OH0006
 OH0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ681213(NAD 83)
 OH0006_MARKER: DD = SURVEY DISK
 OH0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0006_SP_SET: CONCRETE POST
 OH0006_MARK LOGO: IDPWD 
 OH0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0006+STABILITY: SURFACE MOTION
 OH0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH0006+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1992
 OH0006
 OH0006  HISTORY     - Date     Condition        Report By
 OH0006  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0006  HISTORY     - 1959     GOOD             NGS
 OH0006  HISTORY     - 1979     GOOD             NGS
 OH0006  HISTORY     - 1983     GOOD             NGS
 OH0006  HISTORY     - 19920623 GOOD             NGS
 OH0006
 OH0006                          STATION DESCRIPTION
 OH0006
 OH0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0006'5.35 MI SE FROM BOISE.
 OH0006'5.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0006'RAILROAD DEPOT AT BOISE, ON THE WEST SIDE OF THE HIGHWAY 50 FEET FROM
 OH0006'ITS CENTER LINE, AT A LOCATION 0.1 MILE NORTH OF AND BEFORE REACHING
 OH0006'GOWEN FIELD JUNCTION, 1/2 FOOT EAST OF A METAL WITNESS POST, SET IN A
 OH0006'CONCRETE POST 6 INCHES SQUARE PROJECTING 6 INCHES ABOVE THE SURFACE OF
 OH0006'THE GROUND.  NOTE-- THIS IS A RIGHT OF WAY MONUMENT UPON WHICH THERE
 OH0006'IS NO STAMPING.
 OH0006
 OH0006                          STATION RECOVERY (1979)
 OH0006
 OH0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0006'RECOVERED IN GOOD CONDITION.
 OH0006
 OH0006                          STATION RECOVERY (1983)
 OH0006
 OH0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0006'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 OH0006'HIGHWAY 30 IS NOW FEDERAL WAY.  NOTE--THIS MARK HAS NO STAMPING.
 OH0006
 OH0006                          STATION RECOVERY (1992)
 OH0006
 OH0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH0006'3.7 KM (2.30 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 OH0006'JUNCTION OF BROADWAY AVENUE (EXIT 54) IN BOISE, THENCE 0.4 KM
 OH0006'(0.25 MI) EASTERLY ALONG GOWEN ROAD, THENCE 0.1 KM (0.05 MI)
 OH0006'NORTH-NORTHWEST ALONG FEDERAL WAY, 15.2 M (49.9 FT) SOUTHWEST OF THE
 OH0006'CENTER OF THE WAY, 2.0 M (6.6 FT) NORTHEAST OF A UTILITY POLE, 0.2 M
 OH0006'(0.7 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M
 OH0006'(0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE DISK IS UNSTAMPED AND
 OH0006'THE MONUMENT IS LEANING SLIGHTLY TO TO THE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0791 ***********************************************************************
 OZ0791  DESIGNATION -  HWY 30 STA 1053+42.51
 OZ0791  PID         -  OZ0791
 OZ0791  STATE/COUNTY-  ID/ADA
 OZ0791  USGS QUAD   -  MAYFIELD (1990)
 OZ0791
 OZ0791                         *CURRENT SURVEY CONTROL
 OZ0791  ___________________________________________________________________
 OZ0791* NAD 83(1986)-  43 23 14.     (N)    115 59 33.     (W)     SCALED    
 OZ0791* NAVD 88     -      1029.746  (meters)    3378.43   (feet)  ADJUSTED  
 OZ0791  ___________________________________________________________________
 OZ0791  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 OZ0791  DYNAMIC HT  -        1029.282 (meters)    3376.90  (feet)  COMP
 OZ0791  MODELED GRAV-     980,133.6   (mgal)                       NAVD 88
 OZ0791
 OZ0791  VERT ORDER  -  SECOND    CLASS 0
 OZ0791
 OZ0791.The horizontal coordinates were scaled from a topographic map and have
 OZ0791.an estimated accuracy of +/- 6 seconds.
 OZ0791
 OZ0791.The orthometric height was determined by differential leveling
 OZ0791.and adjusted by the National Geodetic Survey in June 1991..
 OZ0791
 OZ0791.The geoid height was determined by GEOID03.
 OZ0791
 OZ0791.The dynamic height is computed by dividing the NAVD 88
 OZ0791.geopotential number by the normal gravity value computed on the
 OZ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0791.degrees latitude (g = 980.6199 gals.).
 OZ0791
 OZ0791.The modeled gravity was interpolated from observed gravity values.
 OZ0791
 OZ0791;                    North         East    Units  Estimated Accuracy
 OZ0791;SPC ID W     -   191,140.      780,350.      MT  (+/- 180 meters Scaled)
 OZ0791
 OZ0791                          SUPERSEDED SURVEY CONTROL
 OZ0791
 OZ0791  NGVD 29 (??/??/92) 1028.76   (m)         3375.2    (f) COMPUTED    2 0
 OZ0791
 OZ0791.Superseded values are not recommended for survey control.
 OZ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0791.See file dsdata.txt to determine how the superseded data were derived.
 OZ0791
 OZ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ816043(NAD 83)
 OZ0791_MARKER: DD = SURVEY DISK
 OZ0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0791_STAMPING: P.O.S.L. 1053 + 42.51 254.61 FT.
 OZ0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0791+STABILITY: SURFACE MOTION
 OZ0791
 OZ0791  HISTORY     - Date     Condition        Report By
 OZ0791  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0791  HISTORY     - 1958     GOOD             NGS
 OZ0791  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0791
 OZ0791                          STATION DESCRIPTION
 OZ0791
 OZ0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OZ0791'6.2 MI NW FROM ORCHARD.
 OZ0791'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0791'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 1.65 MILES NORTHWEST
 OZ0791'ALONG THE HIGHWAY, ABOUT 192.0 FEET SOUTHEAST OF THE CENTERLINE OF THE
 OZ0791'HIGHWAY, 1.0 FOOT SOUTHWEST OF A FENCE LINE, 4 INCHES SOUTHWEST OF A
 OZ0791'METAL WITNESS POST, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5
 OZ0791'INCHES AND ABOUT 15.0 FEET HIGHER THAN THE HIGHWAY.
 OZ0791
 OZ0791                          STATION RECOVERY (1983)
 OZ0791
 OZ0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0789 ***********************************************************************
 OZ0789  DESIGNATION -  HWY 30 STA 1065+88.51 161.41
 OZ0789  PID         -  OZ0789
 OZ0789  STATE/COUNTY-  ID/ADA
 OZ0789  USGS QUAD   -  MAYFIELD (1990)
 OZ0789
 OZ0789                         *CURRENT SURVEY CONTROL
 OZ0789  ___________________________________________________________________
 OZ0789* NAD 83(1986)-  43 22 59.     (N)    115 59 41.     (W)     SCALED    
 OZ0789* NAVD 88     -      1026.884  (meters)    3369.04   (feet)  ADJUSTED  
 OZ0789  ___________________________________________________________________
 OZ0789  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 OZ0789  DYNAMIC HT  -        1026.422 (meters)    3367.52  (feet)  COMP
 OZ0789  MODELED GRAV-     980,134.9   (mgal)                       NAVD 88
 OZ0789
 OZ0789  VERT ORDER  -  SECOND    CLASS 0
 OZ0789
 OZ0789.The horizontal coordinates were scaled from a topographic map and have
 OZ0789.an estimated accuracy of +/- 6 seconds.
 OZ0789
 OZ0789.The orthometric height was determined by differential leveling
 OZ0789.and adjusted by the National Geodetic Survey in June 1991..
 OZ0789
 OZ0789.The geoid height was determined by GEOID03.
 OZ0789
 OZ0789.The dynamic height is computed by dividing the NAVD 88
 OZ0789.geopotential number by the normal gravity value computed on the
 OZ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0789.degrees latitude (g = 980.6199 gals.).
 OZ0789
 OZ0789.The modeled gravity was interpolated from observed gravity values.
 OZ0789
 OZ0789;                    North         East    Units  Estimated Accuracy
 OZ0789;SPC ID W     -   190,680.      780,170.      MT  (+/- 180 meters Scaled)
 OZ0789
 OZ0789                          SUPERSEDED SURVEY CONTROL
 OZ0789
 OZ0789  NGVD 29 (??/??/92) 1025.90   (m)         3365.8    (f) COMPUTED    2 0
 OZ0789
 OZ0789.Superseded values are not recommended for survey control.
 OZ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0789.See file dsdata.txt to determine how the superseded data were derived.
 OZ0789
 OZ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ814038(NAD 83)
 OZ0789_MARKER: DD = SURVEY DISK
 OZ0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0789_STAMPING: P.O.S.L. 1065+88.51 161.41 FT.
 OZ0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0789+STABILITY: SURFACE MOTION
 OZ0789
 OZ0789  HISTORY     - Date     Condition        Report By
 OZ0789  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0789  HISTORY     - 1958     GOOD             NGS
 OZ0789  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0789
 OZ0789                          STATION DESCRIPTION
 OZ0789
 OZ0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OZ0789'5.95 MI NW FROM ORCHARD.
 OZ0789'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0789'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 1.4 MILES NORTHWEST
 OZ0789'ALONG THE HIGHWAY, 99.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0789'HIGHWAY, 10 INCHES EAST OF A FENCE LINE, 5 INCHES SOUTHEAST OF A METAL
 OZ0789'WITNESS POST, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES,
 OZ0789'AND ABOUT 6.0 FEET HIGHER THAN THE HIGHWAY.
 OZ0789
 OZ0789                          STATION RECOVERY (1983)
 OZ0789
 OZ0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0790 ***********************************************************************
 OZ0790  DESIGNATION -  HWY 30 STA 1065+88.51 322.81
 OZ0790  PID         -  OZ0790
 OZ0790  STATE/COUNTY-  ID/ADA
 OZ0790  USGS QUAD   -  MAYFIELD (1990)
 OZ0790
 OZ0790                         *CURRENT SURVEY CONTROL
 OZ0790  ___________________________________________________________________
 OZ0790* NAD 83(1986)-  43 23 04.     (N)    115 59 46.     (W)     SCALED    
 OZ0790* NAVD 88     -      1030.134  (meters)    3379.70   (feet)  ADJUSTED  
 OZ0790  ___________________________________________________________________
 OZ0790  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 OZ0790  DYNAMIC HT  -        1029.670 (meters)    3378.18  (feet)  COMP
 OZ0790  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 OZ0790
 OZ0790  VERT ORDER  -  SECOND    CLASS 0
 OZ0790
 OZ0790.The horizontal coordinates were scaled from a topographic map and have
 OZ0790.an estimated accuracy of +/- 6 seconds.
 OZ0790
 OZ0790.The orthometric height was determined by differential leveling
 OZ0790.and adjusted by the National Geodetic Survey in June 1991..
 OZ0790
 OZ0790.The geoid height was determined by GEOID03.
 OZ0790
 OZ0790.The dynamic height is computed by dividing the NAVD 88
 OZ0790.geopotential number by the normal gravity value computed on the
 OZ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0790.degrees latitude (g = 980.6199 gals.).
 OZ0790
 OZ0790.The modeled gravity was interpolated from observed gravity values.
 OZ0790
 OZ0790;                    North         East    Units  Estimated Accuracy
 OZ0790;SPC ID W     -   190,830.      780,060.      MT  (+/- 180 meters Scaled)
 OZ0790
 OZ0790                          SUPERSEDED SURVEY CONTROL
 OZ0790
 OZ0790  NGVD 29 (??/??/92) 1029.15   (m)         3376.5    (f) COMPUTED    2 0
 OZ0790
 OZ0790.Superseded values are not recommended for survey control.
 OZ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0790.See file dsdata.txt to determine how the superseded data were derived.
 OZ0790
 OZ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ813039(NAD 83)
 OZ0790_MARKER: DD = SURVEY DISK
 OZ0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0790_STAMPING: P.O.S.L. 1065 + 88.51 322.81 FT.
 OZ0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0790+STABILITY: SURFACE MOTION
 OZ0790
 OZ0790  HISTORY     - Date     Condition        Report By
 OZ0790  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0790  HISTORY     - 1958     GOOD             NGS
 OZ0790  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0790
 OZ0790                          STATION DESCRIPTION
 OZ0790
 OZ0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OZ0790'6.05 MI NW FROM ORCHARD.
 OZ0790'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0790'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 1.5 MILE NORTHWEST
 OZ0790'ALONG THE HIGHWAY, 198.8 FEET NORTHEAST OF THE CENTERLINE OF THE
 OZ0790'HIGHWAY, 6 INCHES SOUTHWEST OF A FENCE LINE, 3 INCHES SOUTHWEST OF A
 OZ0790'METAL WITNESS POST, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5
 OZ0790'INCHES.
 OZ0790
 OZ0790                          STATION RECOVERY (1983)
 OZ0790
 OZ0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0629 ***********************************************************************
 OZ0629  DESIGNATION -  HWY 30 STA 1103+91.15 190.90
 OZ0629  PID         -  OZ0629
 OZ0629  STATE/COUNTY-  ID/ADA
 OZ0629  USGS QUAD   -  MAYFIELD (1990)
 OZ0629
 OZ0629                         *CURRENT SURVEY CONTROL
 OZ0629  ___________________________________________________________________
 OZ0629* NAD 83(1986)-  43 22 30.     (N)    115 59 13.     (W)     SCALED    
 OZ0629* NAVD 88     -      1026.198  (meters)    3366.78   (feet)  ADJUSTED  
 OZ0629  ___________________________________________________________________
 OZ0629  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 OZ0629  DYNAMIC HT  -        1025.736 (meters)    3365.27  (feet)  COMP
 OZ0629  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 OZ0629
 OZ0629  VERT ORDER  -  SECOND    CLASS 0
 OZ0629
 OZ0629.The horizontal coordinates were scaled from a topographic map and have
 OZ0629.an estimated accuracy of +/- 6 seconds.
 OZ0629
 OZ0629.The orthometric height was determined by differential leveling
 OZ0629.and adjusted by the National Geodetic Survey in June 1991..
 OZ0629
 OZ0629.The geoid height was determined by GEOID03.
 OZ0629
 OZ0629.The dynamic height is computed by dividing the NAVD 88
 OZ0629.geopotential number by the normal gravity value computed on the
 OZ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0629.degrees latitude (g = 980.6199 gals.).
 OZ0629
 OZ0629.The modeled gravity was interpolated from observed gravity values.
 OZ0629
 OZ0629;                    North         East    Units  Estimated Accuracy
 OZ0629;SPC ID W     -   189,780.      780,800.      MT  (+/- 180 meters Scaled)
 OZ0629
 OZ0629                          SUPERSEDED SURVEY CONTROL
 OZ0629
 OZ0629  NGVD 29 (??/??/92) 1025.21   (m)         3363.5    (f) COMPUTED    2 0
 OZ0629
 OZ0629.Superseded values are not recommended for survey control.
 OZ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0629.See file dsdata.txt to determine how the superseded data were derived.
 OZ0629
 OZ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ820029(NAD 83)
 OZ0629_MARKER: DD = SURVEY DISK
 OZ0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0629_STAMPING: P.O.S.L. 1103 + 91.15 190.90 FT.
 OZ0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0629+STABILITY: SURFACE MOTION
 OZ0629
 OZ0629  HISTORY     - Date     Condition        Report By
 OZ0629  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0629  HISTORY     - 1958     GOOD             NGS
 OZ0629  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0629
 OZ0629                          STATION DESCRIPTION
 OZ0629
 OZ0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OZ0629'5.27 MI NW FROM ORCHARD.
 OZ0629'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0629'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 0.72 MILE NORTHWEST
 OZ0629'ALONG THE HIGHWAY, 149.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0629'HIGHWAY, 4 INCHES SOUTHEAST OF A METAL WITNESS POST, SET IN A
 OZ0629'CYLINDRICAL CONCRETE POST, AND ABOUT 4.0 FEET HIGHER THAN THE HIGHWAY.
 OZ0629
 OZ0629                          STATION RECOVERY (1983)
 OZ0629
 OZ0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0629'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0630 ***********************************************************************
 OZ0630  DESIGNATION -  HWY 30 STA 1103+91.15 127.27
 OZ0630  PID         -  OZ0630
 OZ0630  STATE/COUNTY-  ID/ADA
 OZ0630  USGS QUAD   -  MAYFIELD (1990)
 OZ0630
 OZ0630                         *CURRENT SURVEY CONTROL
 OZ0630  ___________________________________________________________________
 OZ0630* NAD 83(1986)-  43 22 30.     (N)    115 59 13.     (W)     SCALED    
 OZ0630* NAVD 88     -      1026.489  (meters)    3367.74   (feet)  ADJUSTED  
 OZ0630  ___________________________________________________________________
 OZ0630  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 OZ0630  DYNAMIC HT  -        1026.027 (meters)    3366.22  (feet)  COMP
 OZ0630  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 OZ0630
 OZ0630  VERT ORDER  -  SECOND    CLASS 0
 OZ0630
 OZ0630.The horizontal coordinates were scaled from a topographic map and have
 OZ0630.an estimated accuracy of +/- 6 seconds.
 OZ0630
 OZ0630.The orthometric height was determined by differential leveling
 OZ0630.and adjusted by the National Geodetic Survey in June 1991..
 OZ0630
 OZ0630.The geoid height was determined by GEOID03.
 OZ0630
 OZ0630.The dynamic height is computed by dividing the NAVD 88
 OZ0630.geopotential number by the normal gravity value computed on the
 OZ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0630.degrees latitude (g = 980.6199 gals.).
 OZ0630
 OZ0630.The modeled gravity was interpolated from observed gravity values.
 OZ0630
 OZ0630;                    North         East    Units  Estimated Accuracy
 OZ0630;SPC ID W     -   189,780.      780,800.      MT  (+/- 180 meters Scaled)
 OZ0630
 OZ0630                          SUPERSEDED SURVEY CONTROL
 OZ0630
 OZ0630  NGVD 29 (??/??/92) 1025.51   (m)         3364.5    (f) COMPUTED    2 0
 OZ0630
 OZ0630.Superseded values are not recommended for survey control.
 OZ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0630.See file dsdata.txt to determine how the superseded data were derived.
 OZ0630
 OZ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ820029(NAD 83)
 OZ0630_MARKER: DD = SURVEY DISK
 OZ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0630_STAMPING: P.O.S.L. 1103 + 91.15 127.27 FT.
 OZ0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0630+STABILITY: SURFACE MOTION
 OZ0630
 OZ0630  HISTORY     - Date     Condition        Report By
 OZ0630  HISTORY     - UNK      MONUMENTED       IDPWD
 OZ0630  HISTORY     - 1958     GOOD             NGS
 OZ0630  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0630
 OZ0630                          STATION DESCRIPTION
 OZ0630
 OZ0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OZ0630'5.25 MI NW FROM ORCHARD.
 OZ0630'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0630'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 0.7 MILE NORTHWEST
 OZ0630'ALONG THE HIGHWAY, 99.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0630'HIGHWAY, 4 INCHES SOUTHEAST OF A METAL WITNESS POST, SET IN A
 OZ0630'CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES, AND ABOUT 2 FEET HIGHER
 OZ0630'THAN THE HIGHWAY.
 OZ0630
 OZ0630                          STATION RECOVERY (1983)
 OZ0630
 OZ0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0630'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0621 ***********************************************************************
 OZ0621  DESIGNATION -  HWY 30 STA 1314+88.2
 OZ0621  PID         -  OZ0621
 OZ0621  STATE/COUNTY-  ID/ELMORE
 OZ0621  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0621
 OZ0621                         *CURRENT SURVEY CONTROL
 OZ0621  ___________________________________________________________________
 OZ0621* NAD 83(1992)-  43 19 47.27855(N)    115 56 11.48944(W)     ADJUSTED  
 OZ0621* NAVD 88     -      1004.611  (meters)    3295.96   (feet)  ADJUSTED  
 OZ0621  ___________________________________________________________________
 OZ0621  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 OZ0621  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 OZ0621  DYNAMIC HT  -        1004.167 (meters)    3294.50  (feet)  COMP
 OZ0621  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 OZ0621
 OZ0621  HORZ ORDER  -  SECOND
 OZ0621  VERT ORDER  -  SECOND    CLASS 0
 OZ0621
 OZ0621.The horizontal coordinates were established by classical geodetic methods
 OZ0621.and adjusted by the National Geodetic Survey in July 1992..
 OZ0621
 OZ0621.The orthometric height was determined by differential leveling
 OZ0621.and adjusted by the National Geodetic Survey in June 1991..
 OZ0621
 OZ0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0621
 OZ0621.The geoid height was determined by GEOID03.
 OZ0621
 OZ0621.The dynamic height is computed by dividing the NAVD 88
 OZ0621.geopotential number by the normal gravity value computed on the
 OZ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0621.degrees latitude (g = 980.6199 gals.).
 OZ0621
 OZ0621.The modeled gravity was interpolated from observed gravity values.
 OZ0621
 OZ0621;                    North         East     Units Scale Factor Converg.
 OZ0621;SPC ID W     -   184,750.333   784,873.189   MT  0.99993615   -0 07 40.8
 OZ0621;UTM  11      - 4,797,988.630   586,217.355   MT  0.99969144   +0 43 47.3
 OZ0621
 OZ0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0621!SPC ID W     -   0.99984504  x   0.99993615  =   0.99978120
 OZ0621!UTM  11      -   0.99984504  x   0.99969144  =   0.99953653
 OZ0621
 OZ0621                          SUPERSEDED SURVEY CONTROL
 OZ0621
 OZ0621  NAD 83(1986)-  43 19 47.27929(N)    115 56 11.48488(W) AD(       ) 2
 OZ0621  NAD 27      -  43 19 47.66142(N)    115 56 08.12778(W) AD(       ) 2
 OZ0621  NGVD 29 (??/??/92) 1003.65   (m)         3292.8    (f) COMPUTED    2 0
 OZ0621
 OZ0621.Superseded values are not recommended for survey control.
 OZ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0621.See file dsdata.txt to determine how the superseded data were derived.
 OZ0621
 OZ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8621797989(NAD 83)
 OZ0621_MARKER: DD = SURVEY DISK
 OZ0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0621_STAMPING: POSL STA 1316 05 190.09 FT POT 1314 88.2 130 FT
 OZ0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0621+STABILITY: SURFACE MOTION
 OZ0621
 OZ0621  HISTORY     - Date     Condition        Report By
 OZ0621  HISTORY     - 1958     MONUMENTED       CGS
 OZ0621  HISTORY     - 1959     GOOD             NGS
 OZ0621  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0621
 OZ0621                          STATION DESCRIPTION
 OZ0621
 OZ0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OZ0621'SEE STATION IDA 80-67
 OZ0621
 OZ0621                          STATION RECOVERY (1959)
 OZ0621
 OZ0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OZ0621'7.65 MI SE FROM ORCHARD.
 OZ0621'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM ORCHARD RAILROAD SIDING
 OZ0621'ON THE UNION PACIFIC RAILROAD TO THE JUNCTION WITH U.S. HIGHWAY 30,
 OZ0621'THENCE 3.2 MILES SOUTHEAST ALONG THE HIGHWAY, 150 FEET SOUTHWEST FROM
 OZ0621'THE CENTER LINE OF THE HIGHWAY, 4-INCHES NORTH OF A METAL WITNESS
 OZ0621'POST, AND SET IN A 5 INCH DIAMETER CYLINDRICAL CONCRETE POST
 OZ0621'PROJECTING 5 INCHES ABOVE GROUND LEVEL.
 OZ0621
 OZ0621                          STATION RECOVERY (1983)
 OZ0621
 OZ0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0621'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0619 ***********************************************************************
 OZ0619  DESIGNATION -  HWY 30 STA 1316+05 126.73
 OZ0619  PID         -  OZ0619
 OZ0619  STATE/COUNTY-  ID/ELMORE
 OZ0619  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0619
 OZ0619                         *CURRENT SURVEY CONTROL
 OZ0619  ___________________________________________________________________
 OZ0619* NAD 83(1992)-  43 19 45.22011(N)    115 56 14.30150(W)     ADJUSTED  
 OZ0619* NAVD 88     -      1004.789  (meters)    3296.55   (feet)  ADJUSTED  
 OZ0619  ___________________________________________________________________
 OZ0619  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 OZ0619  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 OZ0619  DYNAMIC HT  -        1004.345 (meters)    3295.09  (feet)  COMP
 OZ0619  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 OZ0619
 OZ0619  HORZ ORDER  -  SECOND
 OZ0619  VERT ORDER  -  SECOND    CLASS 0
 OZ0619
 OZ0619.The horizontal coordinates were established by classical geodetic methods
 OZ0619.and adjusted by the National Geodetic Survey in July 1992..
 OZ0619
 OZ0619.The orthometric height was determined by differential leveling
 OZ0619.and adjusted by the National Geodetic Survey in June 1991..
 OZ0619
 OZ0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0619
 OZ0619.The geoid height was determined by GEOID03.
 OZ0619
 OZ0619.The dynamic height is computed by dividing the NAVD 88
 OZ0619.geopotential number by the normal gravity value computed on the
 OZ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0619.degrees latitude (g = 980.6199 gals.).
 OZ0619
 OZ0619.The modeled gravity was interpolated from observed gravity values.
 OZ0619
 OZ0619;                    North         East     Units Scale Factor Converg.
 OZ0619;SPC ID W     -   184,686.954   784,809.699   MT  0.99993617   -0 07 42.7
 OZ0619;UTM  11      - 4,797,924.323   586,154.836   MT  0.99969131   +0 43 45.3
 OZ0619
 OZ0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0619!SPC ID W     -   0.99984501  x   0.99993617  =   0.99978119
 OZ0619!UTM  11      -   0.99984501  x   0.99969131  =   0.99953637
 OZ0619
 OZ0619                          SUPERSEDED SURVEY CONTROL
 OZ0619
 OZ0619  NAD 83(1986)-  43 19 45.22085(N)    115 56 14.29694(W) AD(       ) 2
 OZ0619  NAD 27      -  43 19 45.60299(N)    115 56 10.93980(W) AD(       ) 2
 OZ0619  NGVD 29 (??/??/92) 1003.83   (m)         3293.4    (f) COMPUTED    2 0
 OZ0619
 OZ0619.Superseded values are not recommended for survey control.
 OZ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0619.See file dsdata.txt to determine how the superseded data were derived.
 OZ0619
 OZ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8615597924(NAD 83)
 OZ0619_MARKER: DD = SURVEY DISK
 OZ0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0619_STAMPING: POSL STA 1316 05 126.73 FT
 OZ0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0619+STABILITY: SURFACE MOTION
 OZ0619
 OZ0619  HISTORY     - Date     Condition        Report By
 OZ0619  HISTORY     - 1958     MONUMENTED       CGS
 OZ0619  HISTORY     - 1959     GOOD             NGS
 OZ0619  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0619
 OZ0619                          STATION DESCRIPTION
 OZ0619
 OZ0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OZ0619'SEE STATION IDA 80-67
 OZ0619
 OZ0619                          STATION RECOVERY (1959)
 OZ0619
 OZ0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OZ0619'7.65 MI SE FROM ORCHARD.
 OZ0619'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM ORCHARD RAILROAD SIDING
 OZ0619'ON THE UNION PACIFIC RAILROAD TO THE JUNCTION WITH U.S. HIGHWAY 30,
 OZ0619'THENCE 3.2 MILES SOUTHEAST ALONG THE HIGHWAY, 126 FEET SOUTHWEST OF
 OZ0619'THE CENTER LINE OF THE HIGHWAY, 56.2 FEET NORTHEAST OF TRAVERSE
 OZ0619'STATION IDA 80-67.  SET IN A 5 INCH DIAMETER CYLINDRICAL POST
 OZ0619'PROJECTING 4 INCH ABOVE GROUND LEVEL, 4-INCHES SOUTH OF A METAL
 OZ0619'WITNESS POST.
 OZ0619
 OZ0619                          STATION RECOVERY (1983)
 OZ0619
 OZ0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0619'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1059 ***********************************************************************
 OZ1059  DESIGNATION -  HWY 30 STA 1316+05 190.09
 OZ1059  PID         -  OZ1059
 OZ1059  STATE/COUNTY-  ID/ELMORE
 OZ1059  USGS QUAD   -  MAYFIELD SW (1990)
 OZ1059
 OZ1059                         *CURRENT SURVEY CONTROL
 OZ1059  ___________________________________________________________________
 OZ1059* NAD 83(1992)-  43 19 45.21715(N)    115 56 15.16018(W)     ADJUSTED  
 OZ1059* NAVD 88     -      1005.     (meters)    3297.     (feet)  SCALED    
 OZ1059  ___________________________________________________________________
 OZ1059  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 OZ1059  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 OZ1059
 OZ1059  HORZ ORDER  -  SECOND
 OZ1059
 OZ1059.The horizontal coordinates were established by classical geodetic methods
 OZ1059.and adjusted by the National Geodetic Survey in July 1992..
 OZ1059
 OZ1059.The orthometric height was scaled from a topographic map.
 OZ1059
 OZ1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1059
 OZ1059.The geoid height was determined by GEOID03.
 OZ1059
 OZ1059;                    North         East     Units Scale Factor Converg.
 OZ1059;SPC ID W     -   184,686.906   784,790.354   MT  0.99993618   -0 07 43.3
 OZ1059;UTM  11      - 4,797,923.986   586,135.500   MT  0.99969126   +0 43 44.7
 OZ1059
 OZ1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1059!SPC ID W     -   0.99984498  x   0.99993618  =   0.99978117
 OZ1059!UTM  11      -   0.99984498  x   0.99969126  =   0.99953629
 OZ1059
 OZ1059                          SUPERSEDED SURVEY CONTROL
 OZ1059
 OZ1059  NAD 83(1986)-  43 19 45.21789(N)    115 56 15.15561(W) AD(       ) 2
 OZ1059  NAD 27      -  43 19 45.60003(N)    115 56 11.79845(W) AD(       ) 2
 OZ1059
 OZ1059.Superseded values are not recommended for survey control.
 OZ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1059.See file dsdata.txt to determine how the superseded data were derived.
 OZ1059
 OZ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8613597924(NAD 83)
 OZ1059
 OZ1059  HISTORY     - Date     Condition        Report By
 OZ1059  HISTORY     - 1958     MONUMENTED       CGS
 OZ1059
 OZ1059                          STATION DESCRIPTION
 OZ1059
 OZ1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OZ1059'SEE STATION IDA 80-67
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0812 ***********************************************************************
 OZ0812  DESIGNATION -  HWY 30 STA 1316+45.48 152
 OZ0812  PID         -  OZ0812
 OZ0812  STATE/COUNTY-  ID/ELMORE
 OZ0812  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0812
 OZ0812                         *CURRENT SURVEY CONTROL
 OZ0812  ___________________________________________________________________
 OZ0812* NAD 83(1986)-  43 19 45.     (N)    115 56 15.     (W)     SCALED    
 OZ0812* NAVD 88     -      1004.760  (meters)    3296.45   (feet)  ADJUSTED  
 OZ0812  ___________________________________________________________________
 OZ0812  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 OZ0812  DYNAMIC HT  -        1004.316 (meters)    3294.99  (feet)  COMP
 OZ0812  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 OZ0812
 OZ0812  VERT ORDER  -  FIRST     CLASS II
 OZ0812
 OZ0812.The horizontal coordinates were scaled from a topographic map and have
 OZ0812.an estimated accuracy of +/- 6 seconds.
 OZ0812
 OZ0812.The orthometric height was determined by differential leveling
 OZ0812.and adjusted by the National Geodetic Survey in June 1991..
 OZ0812
 OZ0812.The geoid height was determined by GEOID03.
 OZ0812
 OZ0812.The dynamic height is computed by dividing the NAVD 88
 OZ0812.geopotential number by the normal gravity value computed on the
 OZ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0812.degrees latitude (g = 980.6199 gals.).
 OZ0812
 OZ0812.The modeled gravity was interpolated from observed gravity values.
 OZ0812
 OZ0812;                    North         East    Units  Estimated Accuracy
 OZ0812;SPC ID W     -   184,680.      784,790.      MT  (+/- 180 meters Scaled)
 OZ0812
 OZ0812                          SUPERSEDED SURVEY CONTROL
 OZ0812
 OZ0812.No superseded survey control is available for this station.
 OZ0812
 OZ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH861979(NAD 83)
 OZ0812_MARKER: DD = SURVEY DISK
 OZ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0812_SP_SET: CONCRETE POST
 OZ0812_STAMPING: POSL STA 1316+45 48 152 FT
 OZ0812_MARK LOGO: IDPWD 
 OZ0812_PROJECTION: PROJECTING 10 CENTIMETERS
 OZ0812_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0812
 OZ0812  HISTORY     - Date     Condition        Report By
 OZ0812  HISTORY     - 1982     MONUMENTED       IDPWD
 OZ0812  HISTORY     - 1983     GOOD             NGS
 OZ0812
 OZ0812                          STATION DESCRIPTION
 OZ0812
 OZ0812'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1982 (CLN)
 OZ0812'REFERENCE MARK NO 4, IS A IDAHO DEPARTMENT OF HIGHWAYS DISK THAT IS
 OZ0812'NOW STAMPED---POSL STA 1316 + 45 48 152 FT---, SET INTO THE TOP OF A
 OZ0812'ROUND CONCRETE MONUMENT, 12 CM IN DIAMETER, PROJECTING 3 CM ABOVE THE
 OZ0812'GROUND.  THE STATION IS LOCATED 0.2 METERS (0.7 FT) SE FROM A WOODEN
 OZ0812'WITNESS POST, 30 METERS (98.4 FT) W FROM THE W EDGE OF S BOUND LANE OF
 OZ0812'I 84.
 OZ0812
 OZ0812                          STATION RECOVERY (1983)
 OZ0812
 OZ0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0812'30.6 KM (19.0 MI) NW FROM MOUNTAIN HOME.
 OZ0812'18.2 KM (11.3 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM
 OZ0812'THE UNION PACIFIC RAILROAD OVERPASS AT MOUNTAIN HOME, THENCE 12.4 KM
 OZ0812'(7.7 MI) NORTHWEST ALONG INTERSTATE 84, IN THE RIGHT OF WAY FENCE LINE
 OZ0812'AT THE NORTHEAST EDGE OF A PLOWED FIELD, 0.55 KM (0.35 MI) NORTHWEST
 OZ0812'OF MILEPOST 76, 31.0 METERS (102 FT) SOUTHWEST OF THE CENTERLINE OF
 OZ0812'THE EASTBOUND LANES, 19.5 METERS (64 FT) NORTH-NORTHWEST OF RM 3,
 OZ0812'6.7 METERS (22 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD PARALLELING
 OZ0812'THE RIGHT OF WAY FENCE.
 OZ0812'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 OZ0812'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0614 ***********************************************************************
 OZ0614  DESIGNATION -  HWY 30 STA 1479+33.91 193.7
 OZ0614  PID         -  OZ0614
 OZ0614  STATE/COUNTY-  ID/ELMORE
 OZ0614  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0614
 OZ0614                         *CURRENT SURVEY CONTROL
 OZ0614  ___________________________________________________________________
 OZ0614* NAD 83(1992)-  43 17 38.51450(N)    115 53 58.76013(W)     ADJUSTED  
 OZ0614* NAVD 88     -       991.077  (meters)    3251.56   (feet)  POSTED    
 OZ0614  ___________________________________________________________________
 OZ0614  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 OZ0614  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 OZ0614  DYNAMIC HT  -         990.640 (meters)    3250.12  (feet)  COMP
 OZ0614  MODELED GRAV-     980,147.3   (mgal)                       NAVD 88
 OZ0614
 OZ0614  HORZ ORDER  -  SECOND
 OZ0614  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 OZ0614
 OZ0614.The horizontal coordinates were established by classical geodetic methods
 OZ0614.and adjusted by the National Geodetic Survey in July 1992..
 OZ0614
 OZ0614.The orthometric height was determined by differential leveling
 OZ0614.and adjusted by the National Geodetic Survey in 1992..
 OZ0614.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 OZ0614.rate of 4.1 thru 8.0 mm/km.
 OZ0614
 OZ0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0614
 OZ0614.The geoid height was determined by GEOID03.
 OZ0614
 OZ0614.The dynamic height is computed by dividing the NAVD 88
 OZ0614.geopotential number by the normal gravity value computed on the
 OZ0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0614.degrees latitude (g = 980.6199 gals.).
 OZ0614
 OZ0614.The modeled gravity was interpolated from observed gravity values.
 OZ0614
 OZ0614;                    North         East     Units Scale Factor Converg.
 OZ0614;SPC ID W     -   180,770.819   787,856.096   MT  0.99993515   -0 06 09.5
 OZ0614;UTM  11      - 4,794,055.151   589,258.752   MT  0.99969800   +0 45 16.6
 OZ0614
 OZ0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0614!SPC ID W     -   0.99984715  x   0.99993515  =   0.99978231
 OZ0614!UTM  11      -   0.99984715  x   0.99969800  =   0.99954519
 OZ0614
 OZ0614                          SUPERSEDED SURVEY CONTROL
 OZ0614
 OZ0614  NAD 83(1986)-  43 17 38.51515(N)    115 53 58.75542(W) AD(       ) 2
 OZ0614  NAD 27      -  43 17 38.89894(N)    115 53 55.40922(W) AD(       ) 2
 OZ0614  NGVD 29 (??/??/92)  990.133  (m)         3248.46   (f) ADJ UNCH    2 0
 OZ0614
 OZ0614.Superseded values are not recommended for survey control.
 OZ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0614.See file dsdata.txt to determine how the superseded data were derived.
 OZ0614
 OZ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8925994055(NAD 83)
 OZ0614_MARKER: DD = SURVEY DISK
 OZ0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0614_STAMPING: P.O.S.L. STA. 1479+33.91 DIST. 193.7 FT.
 OZ0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0614+STABILITY: SURFACE MOTION
 OZ0614
 OZ0614  HISTORY     - Date     Condition        Report By
 OZ0614  HISTORY     - 1958     MONUMENTED       CGS
 OZ0614  HISTORY     - 1959     GOOD             NGS
 OZ0614
 OZ0614                          STATION DESCRIPTION
 OZ0614
 OZ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OZ0614'SEE STATION IDA 80-68
 OZ0614
 OZ0614                          STATION RECOVERY (1959)
 OZ0614
 OZ0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OZ0614'10.6 MI SE FROM ORCHARD.
 OZ0614'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0614'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 6.15 MILES SOUTHEAST
 OZ0614'ALONG THE HIGHWAY, 150.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0614'HIGHWAY, 37.0 FEET NORTHWEST OF IDA 80-68 1958, SET IN A CYLINDRICAL
 OZ0614'CONCRETE POST PROJECTING 5 INCHES AND 4 INCHES SOUTHWEST OF A METAL
 OZ0614'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0616 ***********************************************************************
 OZ0616  DESIGNATION -  HWY 30 STA 1479+33.91 129.13
 OZ0616  PID         -  OZ0616
 OZ0616  STATE/COUNTY-  ID/ELMORE
 OZ0616  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0616
 OZ0616                         *CURRENT SURVEY CONTROL
 OZ0616  ___________________________________________________________________
 OZ0616* NAD 83(1992)-  43 17 38.50269(N)    115 53 57.88609(W)     ADJUSTED  
 OZ0616* NAVD 88     -       991.177  (meters)    3251.89   (feet)  ADJUSTED  
 OZ0616  ___________________________________________________________________
 OZ0616  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 OZ0616  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 OZ0616  DYNAMIC HT  -         990.742 (meters)    3250.46  (feet)  COMP
 OZ0616  MODELED GRAV-     980,147.3   (mgal)                       NAVD 88
 OZ0616
 OZ0616  HORZ ORDER  -  SECOND
 OZ0616  VERT ORDER  -  SECOND    CLASS 0
 OZ0616
 OZ0616.The horizontal coordinates were established by classical geodetic methods
 OZ0616.and adjusted by the National Geodetic Survey in July 1992..
 OZ0616
 OZ0616.The orthometric height was determined by differential leveling
 OZ0616.and adjusted by the National Geodetic Survey in June 1991..
 OZ0616
 OZ0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0616
 OZ0616.The geoid height was determined by GEOID03.
 OZ0616
 OZ0616.The dynamic height is computed by dividing the NAVD 88
 OZ0616.geopotential number by the normal gravity value computed on the
 OZ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0616.degrees latitude (g = 980.6199 gals.).
 OZ0616
 OZ0616.The modeled gravity was interpolated from observed gravity values.
 OZ0616
 OZ0616;                    North         East     Units Scale Factor Converg.
 OZ0616;SPC ID W     -   180,770.419   787,875.797   MT  0.99993514   -0 06 08.9
 OZ0616;UTM  11      - 4,794,055.046   589,278.452   MT  0.99969805   +0 45 17.2
 OZ0616
 OZ0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0616!SPC ID W     -   0.99984713  x   0.99993514  =   0.99978228
 OZ0616!UTM  11      -   0.99984713  x   0.99969805  =   0.99954523
 OZ0616
 OZ0616                          SUPERSEDED SURVEY CONTROL
 OZ0616
 OZ0616  NAD 83(1986)-  43 17 38.50334(N)    115 53 57.88139(W) AD(       ) 2
 OZ0616  NAD 27      -  43 17 38.88711(N)    115 53 54.53521(W) AD(       ) 2
 OZ0616  NGVD 29 (??/??/92)  990.232  (m)         3248.79   (f) ADJ UNCH    2 0
 OZ0616
 OZ0616.Superseded values are not recommended for survey control.
 OZ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0616.See file dsdata.txt to determine how the superseded data were derived.
 OZ0616
 OZ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8927894055(NAD 83)
 OZ0616_MARKER: DD = SURVEY DISK
 OZ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0616_STAMPING: P.O.S.L. STA. 1479+33.91 DIST 129.13 FT.
 OZ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0616+STABILITY: SURFACE MOTION
 OZ0616
 OZ0616  HISTORY     - Date     Condition        Report By
 OZ0616  HISTORY     - 1958     MONUMENTED       CGS
 OZ0616  HISTORY     - 1959     GOOD             NGS
 OZ0616
 OZ0616                          STATION DESCRIPTION
 OZ0616
 OZ0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OZ0616'SEE STATION IDA 80-68
 OZ0616
 OZ0616                          STATION RECOVERY (1959)
 OZ0616
 OZ0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OZ0616'10.6 MI SE FROM ORCHARD.
 OZ0616'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0616'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 6.15 MILES SOUTHEAST
 OZ0616'ALONG THE HIGHWAY, 100.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0616'HIGHWAY, 60.11 FEET NORTHEAST OF IDA 80-68 1958, 4 INCHES SOUTH OF A
 OZ0616'METAL WITNESS POST, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5
 OZ0616'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0608 ***********************************************************************
 OZ0608  DESIGNATION -  HWY 30 STA 1682+02.7
 OZ0608  PID         -  OZ0608
 OZ0608  STATE/COUNTY-  ID/ELMORE
 OZ0608  USGS QUAD   -  MAYFIELD SE (1990)
 OZ0608
 OZ0608                         *CURRENT SURVEY CONTROL
 OZ0608  ___________________________________________________________________
 OZ0608* NAD 83(1992)-  43 15 00.31170(N)    115 51 08.47482(W)     ADJUSTED  
 OZ0608* NAVD 88     -       999.201  (meters)    3278.21   (feet)  ADJUSTED  
 OZ0608  ___________________________________________________________________
 OZ0608  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 OZ0608  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 OZ0608  DYNAMIC HT  -         998.768 (meters)    3276.79  (feet)  COMP
 OZ0608  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 OZ0608
 OZ0608  HORZ ORDER  -  SECOND
 OZ0608  VERT ORDER  -  SECOND    CLASS 0
 OZ0608
 OZ0608.The horizontal coordinates were established by classical geodetic methods
 OZ0608.and adjusted by the National Geodetic Survey in July 1992..
 OZ0608
 OZ0608.The orthometric height was determined by differential leveling
 OZ0608.and adjusted by the National Geodetic Survey in June 1991..
 OZ0608
 OZ0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0608
 OZ0608.The geoid height was determined by GEOID03.
 OZ0608
 OZ0608.The dynamic height is computed by dividing the NAVD 88
 OZ0608.geopotential number by the normal gravity value computed on the
 OZ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0608.degrees latitude (g = 980.6199 gals.).
 OZ0608
 OZ0608.The modeled gravity was interpolated from observed gravity values.
 OZ0608
 OZ0608;                    North         East     Units Scale Factor Converg.
 OZ0608;SPC ID W     -   175,883.127   791,688.429   MT  0.99993418   -0 04 12.5
 OZ0608;UTM  11      - 4,789,226.440   593,162.844   MT  0.99970677   +0 47 11.1
 OZ0608
 OZ0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0608!SPC ID W     -   0.99984586  x   0.99993418  =   0.99978005
 OZ0608!UTM  11      -   0.99984586  x   0.99970677  =   0.99955267
 OZ0608
 OZ0608                          SUPERSEDED SURVEY CONTROL
 OZ0608
 OZ0608  NAD 83(1986)-  43 15 00.31234(N)    115 51 08.47011(W) AD(       ) 2
 OZ0608  NAD 27      -  43 15 00.69837(N)    115 51 05.13669(W) AD(       ) 2
 OZ0608  NGVD 29 (??/??/92)  998.288  (m)         3275.22   (f) ADJ UNCH    2 0
 OZ0608
 OZ0608.Superseded values are not recommended for survey control.
 OZ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0608.See file dsdata.txt to determine how the superseded data were derived.
 OZ0608
 OZ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9316389226(NAD 83)
 OZ0608_MARKER: DD = SURVEY DISK
 OZ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0608_STAMPING: STA. 1682 + 02.7 DIST. 88.5 FT. R/W P.T.
 OZ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0608+STABILITY: SURFACE MOTION
 OZ0608
 OZ0608  HISTORY     - Date     Condition        Report By
 OZ0608  HISTORY     - 1958     MONUMENTED       CGS
 OZ0608  HISTORY     - 1959     GOOD             NGS
 OZ0608  HISTORY     - 19831117 MARK NOT FOUND   NGS
 OZ0608
 OZ0608                          STATION DESCRIPTION
 OZ0608
 OZ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OZ0608'SEE STATION IDA 80-69
 OZ0608
 OZ0608                          STATION RECOVERY (1959)
 OZ0608
 OZ0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OZ0608'14.3 MI SE FROM ORCHARD.
 OZ0608'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0608'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 9.85 MILES SOUTHEAST
 OZ0608'ALONG THE HIGHWAY, 88.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0608'HIGHWAY, 39.3 FEET NORTHEAST OF THE STATION MARK, 12.6 FEET NORTHEAST
 OZ0608'OF A WIRE FENCE, 4 INCHES SOUTHWEST OF A METAL WITNESS POST, SET IN A
 OZ0608'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 OZ0608
 OZ0608                          STATION RECOVERY (1983)
 OZ0608
 OZ0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OZ0608'R-W PT 1682 PLUS 02.7 USED AS RM 2 WAS SEARCHED FOR BUT WAS NOT
 OZ0608'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1037 ***********************************************************************
 OZ1037  DESIGNATION -  HWY 30 STA 2635+86.6 PT
 OZ1037  PID         -  OZ1037
 OZ1037  STATE/COUNTY-  ID/ELMORE
 OZ1037  USGS QUAD   -  MOUNTAIN HOME SOUTH (1992)
 OZ1037
 OZ1037                         *CURRENT SURVEY CONTROL
 OZ1037  ___________________________________________________________________
 OZ1037* NAD 83(1992)-  43 04 57.51552(N)    115 39 24.28296(W)     ADJUSTED  
 OZ1037* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 OZ1037  ___________________________________________________________________
 OZ1037  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 OZ1037  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 OZ1037
 OZ1037  HORZ ORDER  -  SECOND
 OZ1037
 OZ1037.The horizontal coordinates were established by classical geodetic methods
 OZ1037.and adjusted by the National Geodetic Survey in July 1992..
 OZ1037
 OZ1037.The orthometric height was scaled from a topographic map.
 OZ1037
 OZ1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1037
 OZ1037.The geoid height was determined by GEOID03.
 OZ1037
 OZ1037;                    North         East     Units Scale Factor Converg.
 OZ1037;SPC ID W     -   157,281.215   807,593.376   MT  0.99993404   +0 03 49.3
 OZ1037;UTM  11      - 4,770,867.801   609,340.316   MT  0.99974707   +0 55 03.4
 OZ1037
 OZ1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1037!SPC ID W     -   0.99985451  x   0.99993404  =   0.99978856
 OZ1037!UTM  11      -   0.99985451  x   0.99974707  =   0.99960161
 OZ1037
 OZ1037                          SUPERSEDED SURVEY CONTROL
 OZ1037
 OZ1037  NAD 83(1986)-  43 04 57.51651(N)    115 39 24.27816(W) AD(       ) 2
 OZ1037  NAD 27      -  43 04 57.89230(N)    115 39 20.97840(W) AD(       ) 2
 OZ1037
 OZ1037.Superseded values are not recommended for survey control.
 OZ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1037.See file dsdata.txt to determine how the superseded data were derived.
 OZ1037
 OZ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0934070868(NAD 83)
 OZ1037
 OZ1037  HISTORY     - Date     Condition        Report By
 OZ1037  HISTORY     - 1959     MONUMENTED       CGS
 OZ1037
 OZ1037                          STATION DESCRIPTION
 OZ1037
 OZ1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ1037'SEE STATION BULL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0227 ***********************************************************************
 OH0227  DESIGNATION -  HWY 30 STA 4477+32.1 POT
 OH0227  PID         -  OH0227
 OH0227  STATE/COUNTY-  ID/ADA
 OH0227  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0227
 OH0227                         *CURRENT SURVEY CONTROL
 OH0227  ___________________________________________________________________
 OH0227* NAD 83(1986)-  43 27 51.     (N)    116 05 35.     (W)     SCALED    
 OH0227* NAVD 88     -      1033.291  (meters)    3390.06   (feet)  ADJUSTED  
 OH0227  ___________________________________________________________________
 OH0227  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 OH0227  DYNAMIC HT  -        1032.845 (meters)    3388.59  (feet)  COMP
 OH0227  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 OH0227
 OH0227  VERT ORDER  -  SECOND    CLASS 0
 OH0227
 OH0227.The horizontal coordinates were scaled from a topographic map and have
 OH0227.an estimated accuracy of +/- 6 seconds.
 OH0227
 OH0227.The orthometric height was determined by differential leveling
 OH0227.and adjusted by the National Geodetic Survey in June 1991..
 OH0227
 OH0227.The geoid height was determined by GEOID03.
 OH0227
 OH0227.The dynamic height is computed by dividing the NAVD 88
 OH0227.geopotential number by the normal gravity value computed on the
 OH0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0227.degrees latitude (g = 980.6199 gals.).
 OH0227
 OH0227.The modeled gravity was interpolated from observed gravity values.
 OH0227
 OH0227;                    North         East    Units  Estimated Accuracy
 OH0227;SPC ID W     -   199,720.      772,240.      MT  (+/- 180 meters Scaled)
 OH0227
 OH0227                          SUPERSEDED SURVEY CONTROL
 OH0227
 OH0227  NGVD 29 (??/??/92) 1032.288  (m)         3386.76   (f) ADJ UNCH    2 0
 OH0227
 OH0227.Superseded values are not recommended for survey control.
 OH0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0227.See file dsdata.txt to determine how the superseded data were derived.
 OH0227
 OH0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ733127(NAD 83)
 OH0227_MARKER: DD = SURVEY DISK
 OH0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0227_STAMPING: POT 4477 + 32.1
 OH0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0227+STABILITY: SURFACE MOTION
 OH0227
 OH0227  HISTORY     - Date     Condition        Report By
 OH0227  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0227  HISTORY     - 1959     GOOD             NGS
 OH0227  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0227
 OH0227                          STATION DESCRIPTION
 OH0227
 OH0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0227'13.6 MI NW FROM ORCHARD.
 OH0227'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OH0227'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 9.05 MILES NORTHWEST
 OH0227'ALONG THE HIGHWAY, 61.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OH0227'HIGHWAY, 12.0 FEET NORTHEAST OF A FENCE LINE, 5 INCHES EAST OF A METAL
 OH0227'WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING 8 INCHES.
 OH0227
 OH0227                          STATION RECOVERY (1983)
 OH0227
 OH0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0227'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0231 ***********************************************************************
 OH0231  DESIGNATION -  HWY 30 STA 4534+50.2 PT
 OH0231  PID         -  OH0231
 OH0231  STATE/COUNTY-  ID/ADA
 OH0231  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0231
 OH0231                         *CURRENT SURVEY CONTROL
 OH0231  ___________________________________________________________________
 OH0231* NAD 83(1986)-  43 28 39.     (N)    116 06 17.     (W)     SCALED    
 OH0231* NAVD 88     -      1022.764  (meters)    3355.52   (feet)  ADJUSTED  
 OH0231  ___________________________________________________________________
 OH0231  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 OH0231  DYNAMIC HT  -        1022.327 (meters)    3354.08  (feet)  COMP
 OH0231  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 OH0231
 OH0231  VERT ORDER  -  SECOND    CLASS 0
 OH0231
 OH0231.The horizontal coordinates were scaled from a topographic map and have
 OH0231.an estimated accuracy of +/- 6 seconds.
 OH0231
 OH0231.The orthometric height was determined by differential leveling
 OH0231.and adjusted by the National Geodetic Survey in June 1991..
 OH0231
 OH0231.The geoid height was determined by GEOID03.
 OH0231
 OH0231.The dynamic height is computed by dividing the NAVD 88
 OH0231.geopotential number by the normal gravity value computed on the
 OH0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0231.degrees latitude (g = 980.6199 gals.).
 OH0231
 OH0231.The modeled gravity was interpolated from observed gravity values.
 OH0231
 OH0231;                    North         East    Units  Estimated Accuracy
 OH0231;SPC ID W     -   201,200.      771,300.      MT  (+/- 180 meters Scaled)
 OH0231
 OH0231                          SUPERSEDED SURVEY CONTROL
 OH0231
 OH0231  NGVD 29 (??/??/92) 1021.768  (m)         3352.25   (f) ADJ UNCH    2 0
 OH0231
 OH0231.Superseded values are not recommended for survey control.
 OH0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0231.See file dsdata.txt to determine how the superseded data were derived.
 OH0231
 OH0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ724142(NAD 83)
 OH0231_MARKER: DB = BENCH MARK DISK
 OH0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0231_STAMPING: 50 FT. P.T. 4534 + 50.2
 OH0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0231+STABILITY: SURFACE MOTION
 OH0231
 OH0231  HISTORY     - Date     Condition        Report By
 OH0231  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0231  HISTORY     - 1959     GOOD             NGS
 OH0231  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0231
 OH0231                          STATION DESCRIPTION
 OH0231
 OH0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0231'10.0 MI SE FROM BOISE.
 OH0231'10.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0231'RAILROAD DEPOT AT BOISE, 0.1 MILE WEST OF THE BONNEVILLE POINT
 OH0231'MONUMENT, 48.3 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4
 OH0231'INCHES EAST OF A METAL WITNESS POST, SET IN A SQUARE CONCRETE POST
 OH0231'PROJECTING 6 INCHES.
 OH0231
 OH0231                          STATION RECOVERY (1983)
 OH0231
 OH0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0231'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0235 ***********************************************************************
 OH0235  DESIGNATION -  HWY 30 STA 4558+44.4 PC
 OH0235  PID         -  OH0235
 OH0235  STATE/COUNTY-  ID/ADA
 OH0235  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0235
 OH0235                         *CURRENT SURVEY CONTROL
 OH0235  ___________________________________________________________________
 OH0235* NAD 83(1986)-  43 29 00.     (N)    116 06 46.     (W)     SCALED    
 OH0235* NAVD 88     -      1009.251  (meters)    3311.18   (feet)  ADJUSTED  
 OH0235  ___________________________________________________________________
 OH0235  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 OH0235  DYNAMIC HT  -        1008.824 (meters)    3309.78  (feet)  COMP
 OH0235  MODELED GRAV-     980,161.9   (mgal)                       NAVD 88
 OH0235
 OH0235  VERT ORDER  -  SECOND    CLASS 0
 OH0235
 OH0235.The horizontal coordinates were scaled from a topographic map and have
 OH0235.an estimated accuracy of +/- 6 seconds.
 OH0235
 OH0235.The orthometric height was determined by differential leveling
 OH0235.and adjusted by the National Geodetic Survey in June 1991..
 OH0235
 OH0235.The geoid height was determined by GEOID03.
 OH0235
 OH0235.The dynamic height is computed by dividing the NAVD 88
 OH0235.geopotential number by the normal gravity value computed on the
 OH0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0235.degrees latitude (g = 980.6199 gals.).
 OH0235
 OH0235.The modeled gravity was interpolated from observed gravity values.
 OH0235
 OH0235;                    North         East    Units  Estimated Accuracy
 OH0235;SPC ID W     -   201,850.      770,650.      MT  (+/- 180 meters Scaled)
 OH0235
 OH0235                          SUPERSEDED SURVEY CONTROL
 OH0235
 OH0235  NGVD 29 (??/??/92) 1008.258  (m)         3307.93   (f) ADJ UNCH    2 0
 OH0235
 OH0235.Superseded values are not recommended for survey control.
 OH0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0235.See file dsdata.txt to determine how the superseded data were derived.
 OH0235
 OH0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ717148(NAD 83)
 OH0235_MARKER: DD = SURVEY DISK
 OH0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0235_STAMPING: P.C. 4558 + 44.4
 OH0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0235+STABILITY: SURFACE MOTION
 OH0235
 OH0235  HISTORY     - Date     Condition        Report By
 OH0235  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0235  HISTORY     - 1959     GOOD             NGS
 OH0235  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0235
 OH0235                          STATION DESCRIPTION
 OH0235
 OH0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0235'9.95 MI SE FROM BOISE.
 OH0235'9.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0235'DEPOT AT BOISE, 0.2 MILE NORTHEAST OF IDA 80-62, 100.0 FEET SOUTHWEST
 OH0235'OF THE CENTERLINE OF THE HIGHWAY, 42.0 FEET NORTHWEST OF STA. 54
 OH0235'(ISH), 4 INCHES EAST OF A METAL WITNESS POST, SET IN A SQUARE CONCRETE
 OH0235'POST PROJECTING 8 INCHES.
 OH0235
 OH0235                          STATION RECOVERY (1983)
 OH0235
 OH0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0235'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0012 ***********************************************************************
 OH0012  DESIGNATION -  HWY 30 STA 4819+95.8
 OH0012  PID         -  OH0012
 OH0012  STATE/COUNTY-  ID/ADA
 OH0012  USGS QUAD   -  BOISE SOUTH (1976)
 OH0012
 OH0012                         *CURRENT SURVEY CONTROL
 OH0012  ___________________________________________________________________
 OH0012* NAD 83(1992)-  43 32 43.28396(N)    116 09 27.69412(W)     ADJUSTED  
 OH0012* NAVD 88     -       911.845  (meters)    2991.61   (feet)  ADJUSTED  
 OH0012  ___________________________________________________________________
 OH0012  LAPLACE CORR-           6.90  (seconds)                    DEFLEC99
 OH0012  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 OH0012  DYNAMIC HT  -         911.483 (meters)    2990.42  (feet)  COMP
 OH0012  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 OH0012
 OH0012  HORZ ORDER  -  SECOND
 OH0012  VERT ORDER  -  SECOND    CLASS 0
 OH0012
 OH0012.The horizontal coordinates were established by classical geodetic methods
 OH0012.and adjusted by the National Geodetic Survey in July 1992..
 OH0012
 OH0012.The orthometric height was determined by differential leveling
 OH0012.and adjusted by the National Geodetic Survey in June 1991..
 OH0012
 OH0012.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0012
 OH0012.The geoid height was determined by GEOID03.
 OH0012
 OH0012.The dynamic height is computed by dividing the NAVD 88
 OH0012.geopotential number by the normal gravity value computed on the
 OH0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0012.degrees latitude (g = 980.6199 gals.).
 OH0012
 OH0012.The modeled gravity was interpolated from observed gravity values.
 OH0012
 OH0012;                    North         East     Units Scale Factor Converg.
 OH0012;SPC ID W     -   208,761.256   767,054.034   MT  0.99994668   -0 16 51.1
 OH0012;UTM  11      - 4,821,723.213   568,044.892   MT  0.99965695   +0 34 49.1
 OH0012
 OH0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0012!SPC ID W     -   0.99985965  x   0.99994668  =   0.99980633
 OH0012!UTM  11      -   0.99985965  x   0.99965695  =   0.99951664
 OH0012
 OH0012                          SUPERSEDED SURVEY CONTROL
 OH0012
 OH0012  NAD 83(1986)-  43 32 43.28447(N)    116 09 27.69092(W) AD(       ) 2
 OH0012  NAD 27      -  43 32 43.67981(N)    116 09 24.27974(W) AD(       ) 2
 OH0012  NGVD 29 (??/??/92)  910.873  (m)         2988.42   (f) ADJ UNCH    2 0
 OH0012
 OH0012.Superseded values are not recommended for survey control.
 OH0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0012.See file dsdata.txt to determine how the superseded data were derived.
 OH0012
 OH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6804521723(NAD 83)
 OH0012_MARKER: DD = SURVEY DISK
 OH0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0012_STAMPING: POT + 4819 + 95.8
 OH0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0012+STABILITY: SURFACE MOTION
 OH0012
 OH0012  HISTORY     - Date     Condition        Report By
 OH0012  HISTORY     - 1958     MONUMENTED       CGS
 OH0012  HISTORY     - 1959     GOOD             NGS
 OH0012
 OH0012                          STATION DESCRIPTION
 OH0012
 OH0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OH0012'4819 + 95.8 (IDPW) IS 51 FEET
 OH0012'NORTHEAST OF THE CENTER LINE OF HIGHWAY, 10 FEET EAST-NORTHEAST
 OH0012'OF THE ROAD CUT AND 3 FEET SOUTHWEST OF A STEEL WITNESS POST.
 OH0012'THE MARK IS A STANDARD STATE OF IDAHO DEPARTMENT OF PUBLIC
 OH0012'WORKS DISK STAMPED 50 FT. P.O.T. 4819 + 95.8, SET IN THE TOP
 OH0012'OF A 6 X 6 INCH CONCRETE POST PROJECTING 8 INCHES.  THE MARK
 OH0012'IS STATION 3 OF CURRENT AERIAL SURVEY FOR HIGHWAY RELOCATION.
 OH0012
 OH0012                          STATION RECOVERY (1959)
 OH0012
 OH0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OH0012'5.15 MI SE FROM BOISE.
 OH0012'5.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0012'RAILROAD DEPOT AT BOISE, 56.0 FEET EAST OF THE CENTERLINE OF THE
 OH0012'HIGHWAY, 21.3 FEET NORTHWEST OF IDA 80-59 1958, 2.5 FEET WEST OF A
 OH0012'METAL WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1124 ***********************************************************************
 OH1124  DESIGNATION -  HWY 30 STA 4837+00
 OH1124  PID         -  OH1124
 OH1124  STATE/COUNTY-  ID/ADA
 OH1124  USGS QUAD   -  BOISE SOUTH (1976)
 OH1124
 OH1124                         *CURRENT SURVEY CONTROL
 OH1124  ___________________________________________________________________
 OH1124* NAD 83(1986)-  43 36 30.     (N)    116 12 31.     (W)     SCALED    
 OH1124* NAVD 88     -       822.220  (meters)    2697.57   (feet)  ADJUSTED  
 OH1124  ___________________________________________________________________
 OH1124  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 OH1124  DYNAMIC HT  -         821.898 (meters)    2696.51  (feet)  COMP
 OH1124  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 OH1124
 OH1124  VERT ORDER  -  FIRST     CLASS II
 OH1124
 OH1124.The horizontal coordinates were scaled from a topographic map and have
 OH1124.an estimated accuracy of +/- 6 seconds.
 OH1124
 OH1124.The orthometric height was determined by differential leveling
 OH1124.and adjusted by the National Geodetic Survey in June 1991..
 OH1124
 OH1124.The geoid height was determined by GEOID03.
 OH1124
 OH1124.The dynamic height is computed by dividing the NAVD 88
 OH1124.geopotential number by the normal gravity value computed on the
 OH1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1124.degrees latitude (g = 980.6199 gals.).
 OH1124
 OH1124.The modeled gravity was interpolated from observed gravity values.
 OH1124
 OH1124;                    North         East    Units  Estimated Accuracy
 OH1124;SPC ID W     -   215,780.      762,980.      MT  (+/- 180 meters Scaled)
 OH1124
 OH1124                          SUPERSEDED SURVEY CONTROL
 OH1124
 OH1124.No superseded survey control is available for this station.
 OH1124
 OH1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ638286(NAD 83)
 OH1124_MARKER: DD = SURVEY DISK
 OH1124_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OH1124_SP_SET: SIDEWALK
 OH1124_STAMPING: 48 37+00
 OH1124_MARK LOGO: IDPWD 
 OH1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1124+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 OH1124
 OH1124  HISTORY     - Date     Condition        Report By
 OH1124  HISTORY     - UNK      MONUMENTED       IDPWD
 OH1124  HISTORY     - 1983     GOOD             NGS
 OH1124  HISTORY     - 20020827 GOOD             USPSQD
 OH1124
 OH1124                          STATION DESCRIPTION
 OH1124
 OH1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1124'0.8 KM (0.5 MI) NE FROM BOISE.
 OH1124'0.8 KM (0.5 MI) NORTHEAST ALONG CAPITOL BOULEVARD FROM THE UNION
 OH1124'PACIFIC RAILROAD STATION AT BOISE, IN THE SIDEWALK ON THE SOUTHWEST
 OH1124'SIDE OF THE WEST ONE OF TWO CONCRETE MONUMENTS AT THE SOUTHWEST CORNER
 OH1124'OF A CONCRETE BRIDGE OVER THE BOISE RIVER, 8.5 METERS (28 FT)
 OH1124'NORTHWEST OF THE NORTHWEST CURB OF THE BOULEVARD, 9.0 METERS (30 FT)
 OH1124'WEST OF A CONCRETE MONUMENT BEARING A MEMORIAL PLAQUE, 3.0 METERS
 OH1124'(10 FT) NORTHEAST OF THE SOUTHWEST END OF A CONCRETE RAILING.
 OH1124'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 OH1124
 OH1124                          STATION RECOVERY (2002)
 OH1124
 OH1124'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 OH1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0225 ***********************************************************************
 OH0225  DESIGNATION -  HWY 30 STA 80
 OH0225  PID         -  OH0225
 OH0225  STATE/COUNTY-  ID/ADA
 OH0225  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0225
 OH0225                         *CURRENT SURVEY CONTROL
 OH0225  ___________________________________________________________________
 OH0225* NAD 83(1986)-  43 27 13.     (N)    116 04 50.     (W)     SCALED    
 OH0225* NAVD 88     -      1021.584  (meters)    3351.65   (feet)  ADJUSTED  
 OH0225  ___________________________________________________________________
 OH0225  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 OH0225  DYNAMIC HT  -        1021.141 (meters)    3350.19  (feet)  COMP
 OH0225  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 OH0225
 OH0225  VERT ORDER  -  SECOND    CLASS 0
 OH0225
 OH0225.The horizontal coordinates were scaled from a topographic map and have
 OH0225.an estimated accuracy of +/- 6 seconds.
 OH0225
 OH0225.The orthometric height was determined by differential leveling
 OH0225.and adjusted by the National Geodetic Survey in June 1991..
 OH0225
 OH0225.The geoid height was determined by GEOID03.
 OH0225
 OH0225.The dynamic height is computed by dividing the NAVD 88
 OH0225.geopotential number by the normal gravity value computed on the
 OH0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0225.degrees latitude (g = 980.6199 gals.).
 OH0225
 OH0225.The modeled gravity was interpolated from observed gravity values.
 OH0225
 OH0225;                    North         East    Units  Estimated Accuracy
 OH0225;SPC ID W     -   198,540.      773,250.      MT  (+/- 180 meters Scaled)
 OH0225
 OH0225                          SUPERSEDED SURVEY CONTROL
 OH0225
 OH0225  NGVD 29 (??/??/92) 1020.575  (m)         3348.34   (f) ADJ UNCH    2 0
 OH0225
 OH0225.Superseded values are not recommended for survey control.
 OH0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0225.See file dsdata.txt to determine how the superseded data were derived.
 OH0225
 OH0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ743116(NAD 83)
 OH0225_MARKER: DD = SURVEY DISK
 OH0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0225_STAMPING: STA. 80
 OH0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0225+STABILITY: SURFACE MOTION
 OH0225
 OH0225  HISTORY     - Date     Condition        Report By
 OH0225  HISTORY     - UNK      MONUMENTED       IDDH
 OH0225  HISTORY     - 1959     GOOD             NGS
 OH0225  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0225
 OH0225                          STATION DESCRIPTION
 OH0225
 OH0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0225'12.7 MI NW FROM ORCHARD.
 OH0225'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OH0225'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 8.15 MILES NORTHWEST
 OH0225'ALONG THE HIGHWAY, 68.0 FEET EAST OF A CROSS ROAD, 1.6 FEET EAST OF A
 OH0225'METAL WITNESS POST, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 2
 OH0225'INCHES.
 OH0225
 OH0225                          STATION RECOVERY (1983)
 OH0225
 OH0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0225'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0224 ***********************************************************************
 OH0224  DESIGNATION -  HWY 30 STA 83
 OH0224  PID         -  OH0224
 OH0224  STATE/COUNTY-  ID/ADA
 OH0224  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0224
 OH0224                         *CURRENT SURVEY CONTROL
 OH0224  ___________________________________________________________________
 OH0224* NAD 83(1986)-  43 27 00.     (N)    116 04 36.     (W)     SCALED    
 OH0224* NAVD 88     -      1025.749  (meters)    3365.31   (feet)  ADJUSTED  
 OH0224  ___________________________________________________________________
 OH0224  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 OH0224  DYNAMIC HT  -        1025.304 (meters)    3363.85  (feet)  COMP
 OH0224  MODELED GRAV-     980,150.8   (mgal)                       NAVD 88
 OH0224
 OH0224  VERT ORDER  -  SECOND    CLASS 0
 OH0224
 OH0224.The horizontal coordinates were scaled from a topographic map and have
 OH0224.an estimated accuracy of +/- 6 seconds.
 OH0224
 OH0224.The orthometric height was determined by differential leveling
 OH0224.and adjusted by the National Geodetic Survey in June 1991..
 OH0224
 OH0224.The geoid height was determined by GEOID03.
 OH0224
 OH0224.The dynamic height is computed by dividing the NAVD 88
 OH0224.geopotential number by the normal gravity value computed on the
 OH0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0224.degrees latitude (g = 980.6199 gals.).
 OH0224
 OH0224.The modeled gravity was interpolated from observed gravity values.
 OH0224
 OH0224;                    North         East    Units  Estimated Accuracy
 OH0224;SPC ID W     -   198,140.      773,560.      MT  (+/- 180 meters Scaled)
 OH0224
 OH0224                          SUPERSEDED SURVEY CONTROL
 OH0224
 OH0224  NGVD 29 (??/??/92) 1024.743  (m)         3362.01   (f) ADJ UNCH    2 0
 OH0224
 OH0224.Superseded values are not recommended for survey control.
 OH0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0224.See file dsdata.txt to determine how the superseded data were derived.
 OH0224
 OH0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ747112(NAD 83)
 OH0224_MARKER: DD = SURVEY DISK
 OH0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0224_STAMPING: STA. 83
 OH0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0224+STABILITY: SURFACE MOTION
 OH0224
 OH0224  HISTORY     - Date     Condition        Report By
 OH0224  HISTORY     - UNK      MONUMENTED       IDDH
 OH0224  HISTORY     - 1959     GOOD             NGS
 OH0224  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0224
 OH0224                          STATION DESCRIPTION
 OH0224
 OH0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0224'12.4 MI NW FROM ORCHARD.
 OH0224'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OH0224'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 7.85 MILES NORTHWEST
 OH0224'ALONG THE HIGHWAY, 52.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 OH0224'HIGHWAY, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 2 INCHES AND 10
 OH0224'INCHES WEST OF A METAL WITNESS POST WITH NO SIGN.
 OH0224
 OH0224                          STATION RECOVERY (1983)
 OH0224
 OH0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0224'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0222 ***********************************************************************
 OH0222  DESIGNATION -  HWY 30 STA 89
 OH0222  PID         -  OH0222
 OH0222  STATE/COUNTY-  ID/ADA
 OH0222  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0222
 OH0222                         *CURRENT SURVEY CONTROL
 OH0222  ___________________________________________________________________
 OH0222* NAD 83(1986)-  43 26 33.     (N)    116 04 10.     (W)     SCALED    
 OH0222* NAVD 88     -      1011.416  (meters)    3318.29   (feet)  ADJUSTED  
 OH0222  ___________________________________________________________________
 OH0222  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 OH0222  DYNAMIC HT  -        1010.975 (meters)    3316.84  (feet)  COMP
 OH0222  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 OH0222
 OH0222  VERT ORDER  -  SECOND    CLASS 0
 OH0222
 OH0222.The horizontal coordinates were scaled from a topographic map and have
 OH0222.an estimated accuracy of +/- 6 seconds.
 OH0222
 OH0222.The orthometric height was determined by differential leveling
 OH0222.and adjusted by the National Geodetic Survey in June 1991..
 OH0222
 OH0222.The geoid height was determined by GEOID03.
 OH0222
 OH0222.The dynamic height is computed by dividing the NAVD 88
 OH0222.geopotential number by the normal gravity value computed on the
 OH0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0222.degrees latitude (g = 980.6199 gals.).
 OH0222
 OH0222.The modeled gravity was interpolated from observed gravity values.
 OH0222
 OH0222;                    North         East    Units  Estimated Accuracy
 OH0222;SPC ID W     -   197,300.      774,140.      MT  (+/- 180 meters Scaled)
 OH0222
 OH0222                          SUPERSEDED SURVEY CONTROL
 OH0222
 OH0222  NGVD 29 (??/??/92) 1010.409  (m)         3314.98   (f) ADJ UNCH    2 0
 OH0222
 OH0222.Superseded values are not recommended for survey control.
 OH0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0222.See file dsdata.txt to determine how the superseded data were derived.
 OH0222
 OH0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ753103(NAD 83)
 OH0222_MARKER: DD = SURVEY DISK
 OH0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0222_STAMPING: STA. 89
 OH0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0222+STABILITY: SURFACE MOTION
 OH0222
 OH0222  HISTORY     - Date     Condition        Report By
 OH0222  HISTORY     - UNK      MONUMENTED       IDDH
 OH0222  HISTORY     - 1959     GOOD             NGS
 OH0222  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0222
 OH0222                          STATION DESCRIPTION
 OH0222
 OH0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0222'11.8 MI NW FROM ORCHARD.
 OH0222'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OH0222'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 7.25 MILES NORTHWEST
 OH0222'ALONG THE HIGHWAY, 52.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 OH0222'HIGHWAY, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, SET IN A
 OH0222'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 5.0 FEET
 OH0222'LOWER THAN THE HIGHWAY.
 OH0222
 OH0222                          STATION RECOVERY (1983)
 OH0222
 OH0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0222'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0534 ***********************************************************************
 SV0534  DESIGNATION -  HWY 95 PC 12
 SV0534  PID         -  SV0534
 SV0534  STATE/COUNTY-  ID/KOOTENAI
 SV0534  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0534
 SV0534                         *CURRENT SURVEY CONTROL
 SV0534  ___________________________________________________________________
 SV0534* NAD 83(1986)-  47 36 22.     (N)    116 43 27.     (W)     SCALED    
 SV0534* NAVD 88     -       697.505  (meters)    2288.40   (feet)  ADJUSTED  
 SV0534  ___________________________________________________________________
 SV0534  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 SV0534  DYNAMIC HT  -         697.514 (meters)    2288.43  (feet)  COMP
 SV0534  MODELED GRAV-     980,603.9   (mgal)                       NAVD 88
 SV0534
 SV0534  VERT ORDER  -  SECOND    CLASS 0
 SV0534
 SV0534.The horizontal coordinates were scaled from a topographic map and have
 SV0534.an estimated accuracy of +/- 6 seconds.
 SV0534
 SV0534.The orthometric height was determined by differential leveling
 SV0534.and adjusted by the National Geodetic Survey in June 1991..
 SV0534
 SV0534.The geoid height was determined by GEOID03.
 SV0534
 SV0534.The dynamic height is computed by dividing the NAVD 88
 SV0534.geopotential number by the normal gravity value computed on the
 SV0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0534.degrees latitude (g = 980.6199 gals.).
 SV0534
 SV0534.The modeled gravity was interpolated from observed gravity values.
 SV0534
 SV0534;                    North         East    Units  Estimated Accuracy
 SV0534;SPC ID W     -   660,440.      726,760.      MT  (+/- 180 meters Scaled)
 SV0534
 SV0534                          SUPERSEDED SURVEY CONTROL
 SV0534
 SV0534  NGVD 29 (??/??/92)  696.372  (m)         2284.68   (f) ADJ UNCH    2 0
 SV0534
 SV0534.Superseded values are not recommended for survey control.
 SV0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0534.See file dsdata.txt to determine how the superseded data were derived.
 SV0534
 SV0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN207725(NAD 83)
 SV0534_MARKER: DD = SURVEY DISK
 SV0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0534_STAMPING: 40 FT TO CL P.C. 12 1161X32.5
 SV0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0534+STABILITY: SURFACE MOTION
 SV0534
 SV0534  HISTORY     - Date     Condition        Report By
 SV0534  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0534  HISTORY     - 1952     GOOD             NGS
 SV0534
 SV0534                          STATION DESCRIPTION
 SV0534
 SV0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0534'14.8 MI SE FROM COEUR DALENE.
 SV0534'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0534'COEUR DALENE, THENCE 6.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0534'ALTERNATE, 0.1 MILE EAST OF THE JUNCTION OF THE BURMA ROAD, 180 FEET
 SV0534'EAST OF THE JUNCTION OF A DIRT ROAD LEADING NORTHEAST, 142 FEET
 SV0534'NORTHWEST OF A CORNER POWER LINE POLE, 43 1/2 FEET NORTH OF THE CENTER
 SV0534'LINE OF THE HIGHWAY, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 SV0534'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0535 ***********************************************************************
 SV0535  DESIGNATION -  HWY 95 PC 13
 SV0535  PID         -  SV0535
 SV0535  STATE/COUNTY-  ID/KOOTENAI
 SV0535  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0535
 SV0535                         *CURRENT SURVEY CONTROL
 SV0535  ___________________________________________________________________
 SV0535* NAD 83(1986)-  47 36 23.     (N)    116 43 26.     (W)     SCALED    
 SV0535* NAVD 88     -       695.052  (meters)    2280.35   (feet)  ADJUSTED  
 SV0535  ___________________________________________________________________
 SV0535  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 SV0535  DYNAMIC HT  -         695.062 (meters)    2280.38  (feet)  COMP
 SV0535  MODELED GRAV-     980,604.0   (mgal)                       NAVD 88
 SV0535
 SV0535  VERT ORDER  -  SECOND    CLASS 0
 SV0535
 SV0535.The horizontal coordinates were scaled from a topographic map and have
 SV0535.an estimated accuracy of +/- 6 seconds.
 SV0535
 SV0535.The orthometric height was determined by differential leveling
 SV0535.and adjusted by the National Geodetic Survey in June 1991..
 SV0535
 SV0535.The geoid height was determined by GEOID03.
 SV0535
 SV0535.The dynamic height is computed by dividing the NAVD 88
 SV0535.geopotential number by the normal gravity value computed on the
 SV0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0535.degrees latitude (g = 980.6199 gals.).
 SV0535
 SV0535.The modeled gravity was interpolated from observed gravity values.
 SV0535
 SV0535;                    North         East    Units  Estimated Accuracy
 SV0535;SPC ID W     -   660,470.      726,780.      MT  (+/- 180 meters Scaled)
 SV0535
 SV0535                          SUPERSEDED SURVEY CONTROL
 SV0535
 SV0535  NGVD 29 (??/??/92)  693.920  (m)         2276.64   (f) ADJ UNCH    2 0
 SV0535
 SV0535.Superseded values are not recommended for survey control.
 SV0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0535.See file dsdata.txt to determine how the superseded data were derived.
 SV0535
 SV0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN207725(NAD 83)
 SV0535_MARKER: DD = SURVEY DISK
 SV0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0535_STAMPING: 40 FT TO CL P.C. 13 1161X32.5
 SV0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0535+STABILITY: SURFACE MOTION
 SV0535
 SV0535  HISTORY     - Date     Condition        Report By
 SV0535  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0535  HISTORY     - 1952     GOOD             NGS
 SV0535
 SV0535                          STATION DESCRIPTION
 SV0535
 SV0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0535'14.8 MI SE FROM COEUR DALENE.
 SV0535'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0535'COEUR DALENE, THENCE 6.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0535'ALTERNATE, 0.1 MILE EAST OF THE JUNCTION OF BURMA ROAD, ABOUT 120
 SV0535'YARDS SOUTHWEST OF THE SOUTH CORNER OF A SCHOOL BUILDING, 133 FEET
 SV0535'WEST OF A CORNER POWER LINE POLE, 42 FEET SOUTH OF THE CENTER LINE OF
 SV0535'THE HIGHWAY, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 SV0535'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0539 ***********************************************************************
 SV0539  DESIGNATION -  HWY 95 PC 16
 SV0539  PID         -  SV0539
 SV0539  STATE/COUNTY-  ID/KOOTENAI
 SV0539  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0539
 SV0539                         *CURRENT SURVEY CONTROL
 SV0539  ___________________________________________________________________
 SV0539* NAD 83(1986)-  47 36 30.     (N)    116 43 44.     (W)     SCALED    
 SV0539* NAVD 88     -       683.941  (meters)    2243.90   (feet)  ADJUSTED  
 SV0539  ___________________________________________________________________
 SV0539  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 SV0539  DYNAMIC HT  -         683.952 (meters)    2243.93  (feet)  COMP
 SV0539  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 SV0539
 SV0539  VERT ORDER  -  SECOND    CLASS 0
 SV0539
 SV0539.The horizontal coordinates were scaled from a topographic map and have
 SV0539.an estimated accuracy of +/- 6 seconds.
 SV0539
 SV0539.The orthometric height was determined by differential leveling
 SV0539.and adjusted by the National Geodetic Survey in June 1991..
 SV0539
 SV0539.The geoid height was determined by GEOID03.
 SV0539
 SV0539.The dynamic height is computed by dividing the NAVD 88
 SV0539.geopotential number by the normal gravity value computed on the
 SV0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0539.degrees latitude (g = 980.6199 gals.).
 SV0539
 SV0539.The modeled gravity was interpolated from observed gravity values.
 SV0539
 SV0539;                    North         East    Units  Estimated Accuracy
 SV0539;SPC ID W     -   660,690.      726,400.      MT  (+/- 180 meters Scaled)
 SV0539
 SV0539                          SUPERSEDED SURVEY CONTROL
 SV0539
 SV0539  NGVD 29 (??/??/92)  682.810  (m)         2240.19   (f) ADJ UNCH    2 0
 SV0539
 SV0539.Superseded values are not recommended for survey control.
 SV0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0539.See file dsdata.txt to determine how the superseded data were derived.
 SV0539
 SV0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN203728(NAD 83)
 SV0539_MARKER: DD = SURVEY DISK
 SV0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0539_STAMPING: 40 FT TO CL PC 16 1145X20
 SV0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0539+STABILITY: SURFACE MOTION
 SV0539
 SV0539  HISTORY     - Date     Condition        Report By
 SV0539  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0539  HISTORY     - 1952     GOOD             NGS
 SV0539
 SV0539                          STATION DESCRIPTION
 SV0539
 SV0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0539'15.1 MI S FROM COEUR DALENE.
 SV0539'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0539'COEUR DALENE, THENCE 6.3 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0539'ALTERNATE, 62 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 SV0539'PRIVATE DRIVE LEADING NORTHWEST, 40 FEET SOUTH OF THE CENTER LINE OF
 SV0539'THE HIGHWAY, 23 1/2 FEET SOUTHWEST OF A POWER LINE GUY POLE, 0.3 FEET
 SV0539'NORTH OF A FENCE, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 SV0539'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0538 ***********************************************************************
 SV0538  DESIGNATION -  HWY 95 PC 17
 SV0538  PID         -  SV0538
 SV0538  STATE/COUNTY-  ID/KOOTENAI
 SV0538  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0538
 SV0538                         *CURRENT SURVEY CONTROL
 SV0538  ___________________________________________________________________
 SV0538* NAD 83(1986)-  47 36 32.     (N)    116 43 42.     (W)     SCALED    
 SV0538* NAVD 88     -       688.816  (meters)    2259.89   (feet)  ADJUSTED  
 SV0538  ___________________________________________________________________
 SV0538  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 SV0538  DYNAMIC HT  -         688.828 (meters)    2259.93  (feet)  COMP
 SV0538  MODELED GRAV-     980,607.5   (mgal)                       NAVD 88
 SV0538
 SV0538  VERT ORDER  -  SECOND    CLASS 0
 SV0538
 SV0538.The horizontal coordinates were scaled from a topographic map and have
 SV0538.an estimated accuracy of +/- 6 seconds.
 SV0538
 SV0538.The orthometric height was determined by differential leveling
 SV0538.and adjusted by the National Geodetic Survey in June 1991..
 SV0538
 SV0538.The geoid height was determined by GEOID03.
 SV0538
 SV0538.The dynamic height is computed by dividing the NAVD 88
 SV0538.geopotential number by the normal gravity value computed on the
 SV0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0538.degrees latitude (g = 980.6199 gals.).
 SV0538
 SV0538.The modeled gravity was interpolated from observed gravity values.
 SV0538
 SV0538;                    North         East    Units  Estimated Accuracy
 SV0538;SPC ID W     -   660,750.      726,450.      MT  (+/- 180 meters Scaled)
 SV0538
 SV0538                          SUPERSEDED SURVEY CONTROL
 SV0538
 SV0538  NGVD 29 (??/??/92)  687.686  (m)         2256.18   (f) ADJ UNCH    2 0
 SV0538
 SV0538.Superseded values are not recommended for survey control.
 SV0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0538.See file dsdata.txt to determine how the superseded data were derived.
 SV0538
 SV0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN204728(NAD 83)
 SV0538_MARKER: DD = SURVEY DISK
 SV0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0538_STAMPING: 40 FT TO CL PC 17 1145X20
 SV0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0538+STABILITY: SURFACE MOTION
 SV0538
 SV0538  HISTORY     - Date     Condition        Report By
 SV0538  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0538  HISTORY     - 1952     GOOD             NGS
 SV0538  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0538
 SV0538                          STATION DESCRIPTION
 SV0538
 SV0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0538'15.1 MI S FROM COEUR DALENE.
 SV0538'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0538'COEUR DALENE, THENCE 6.3 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0538'ALTERNATE, 68 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 SV0538'PRIVATE DRIVE LEADING NORTHWEST, 40 FEET NORTH OF THE CENTER LINE OF
 SV0538'THE HIGHWAY, 11.6 FEET SOUTHWEST OF A POWER LINE POLE WITH A GUY WIRE,
 SV0538'0.4 FOOT NORTH OF A FENCE, ABOUT 7 FEET HIGHER THAN THE HIGHWAY, AND
 SV0538'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 SV0538'GROUND.
 SV0538
 SV0538                          STATION RECOVERY (1976)
 SV0538
 SV0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0543 ***********************************************************************
 SV0543  DESIGNATION -  HWY 95 PC 20
 SV0543  PID         -  SV0543
 SV0543  STATE/COUNTY-  ID/KOOTENAI
 SV0543  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0543
 SV0543                         *CURRENT SURVEY CONTROL
 SV0543  ___________________________________________________________________
 SV0543* NAD 83(1986)-  47 36 38.     (N)    116 43 59.     (W)     SCALED    
 SV0543* NAVD 88     -       677.941  (meters)    2224.21   (feet)  ADJUSTED  
 SV0543  ___________________________________________________________________
 SV0543  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 SV0543  DYNAMIC HT  -         677.954 (meters)    2224.25  (feet)  COMP
 SV0543  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 SV0543
 SV0543  VERT ORDER  -  SECOND    CLASS 0
 SV0543
 SV0543.The horizontal coordinates were scaled from a topographic map and have
 SV0543.an estimated accuracy of +/- 6 seconds.
 SV0543
 SV0543.The orthometric height was determined by differential leveling
 SV0543.and adjusted by the National Geodetic Survey in June 1991..
 SV0543
 SV0543.The geoid height was determined by GEOID03.
 SV0543
 SV0543.The dynamic height is computed by dividing the NAVD 88
 SV0543.geopotential number by the normal gravity value computed on the
 SV0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0543.degrees latitude (g = 980.6199 gals.).
 SV0543
 SV0543.The modeled gravity was interpolated from observed gravity values.
 SV0543
 SV0543;                    North         East    Units  Estimated Accuracy
 SV0543;SPC ID W     -   660,940.      726,090.      MT  (+/- 180 meters Scaled)
 SV0543
 SV0543                          SUPERSEDED SURVEY CONTROL
 SV0543
 SV0543  NGVD 29 (??/??/92)  676.812  (m)         2220.51   (f) ADJ UNCH    2 0
 SV0543
 SV0543.Superseded values are not recommended for survey control.
 SV0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0543.See file dsdata.txt to determine how the superseded data were derived.
 SV0543
 SV0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN200730(NAD 83)
 SV0543_MARKER: DD = SURVEY DISK
 SV0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0543_STAMPING: 40 FT TO CL PC 20 1135X69.9
 SV0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0543+STABILITY: SURFACE MOTION
 SV0543
 SV0543  HISTORY     - Date     Condition        Report By
 SV0543  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0543  HISTORY     - 1952     GOOD             NGS
 SV0543  HISTORY     - 1957     POOR             USGS
 SV0543  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0543
 SV0543                          STATION DESCRIPTION
 SV0543
 SV0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0543'15.2 MI S FROM COEUR DALENE.
 SV0543'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0543'COEUR DALENE, THENCE 6.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0543'ALTERNATE, 72.5 FEET NORTH OF THE NORTHWEST END OF THE NORTHEAST
 SV0543'CONCRETE HEAD WALL OF A 26-INCH CORRUGATED METAL PIPE CULVERT, 47 FEET
 SV0543'NORTHWEST OF A POWER LINE POLE WHERE THE POWER LINE CROSSES THE
 SV0543'HIGHWAY, 40 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.2 FEET
 SV0543'SOUTHWEST OF A FENCE, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 SV0543'THE TOP OF A CONCRETE POST PROJECTING 1.2 FOOT ABOVE THE GROUND.
 SV0543
 SV0543                          STATION RECOVERY (1957)
 SV0543
 SV0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SV0543'MARK RECOVERED IN POOR CONDITION.
 SV0543
 SV0543                          STATION RECOVERY (1976)
 SV0543
 SV0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0544 ***********************************************************************
 SV0544  DESIGNATION -  HWY 95 PC 21
 SV0544  PID         -  SV0544
 SV0544  STATE/COUNTY-  ID/KOOTENAI
 SV0544  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0544
 SV0544                         *CURRENT SURVEY CONTROL
 SV0544  ___________________________________________________________________
 SV0544* NAD 83(1986)-  47 36 37.     (N)    116 44 01.     (W)     SCALED    
 SV0544* NAVD 88     -       673.302  (meters)    2208.99   (feet)  ADJUSTED  
 SV0544  ___________________________________________________________________
 SV0544  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 SV0544  DYNAMIC HT  -         673.315 (meters)    2209.03  (feet)  COMP
 SV0544  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 SV0544
 SV0544  VERT ORDER  -  SECOND    CLASS 0
 SV0544
 SV0544.The horizontal coordinates were scaled from a topographic map and have
 SV0544.an estimated accuracy of +/- 6 seconds.
 SV0544
 SV0544.The orthometric height was determined by differential leveling
 SV0544.and adjusted by the National Geodetic Survey in June 1991..
 SV0544
 SV0544.The geoid height was determined by GEOID03.
 SV0544
 SV0544.The dynamic height is computed by dividing the NAVD 88
 SV0544.geopotential number by the normal gravity value computed on the
 SV0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0544.degrees latitude (g = 980.6199 gals.).
 SV0544
 SV0544.The modeled gravity was interpolated from observed gravity values.
 SV0544
 SV0544;                    North         East    Units  Estimated Accuracy
 SV0544;SPC ID W     -   660,910.      726,050.      MT  (+/- 180 meters Scaled)
 SV0544
 SV0544                          SUPERSEDED SURVEY CONTROL
 SV0544
 SV0544  NGVD 29 (??/??/92)  672.174  (m)         2205.29   (f) ADJ UNCH    2 0
 SV0544
 SV0544.Superseded values are not recommended for survey control.
 SV0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0544.See file dsdata.txt to determine how the superseded data were derived.
 SV0544
 SV0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN200730(NAD 83)
 SV0544_MARKER: DD = SURVEY DISK
 SV0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0544_STAMPING: 40 FT TO CL PC 21 1135X69.6
 SV0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0544+STABILITY: SURFACE MOTION
 SV0544
 SV0544  HISTORY     - Date     Condition        Report By
 SV0544  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0544  HISTORY     - 1952     GOOD             NGS
 SV0544
 SV0544                          STATION DESCRIPTION
 SV0544
 SV0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0544'15.2 MI S FROM COEUR DALENE.
 SV0544'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0544'COEUR DALENE, THENCE 6.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0544'ALTERNATE, 78.0 FEET NORTHWEST OF THE SOUTHWEST END OF A 26-INCH
 SV0544'CORRUGATED METAL PIPE CULVERT, 66 FEET NORTHWEST OF A GUY POLE FOR A
 SV0544'POWER LINE, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.2
 SV0544'FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND
 SV0544'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 SV0544'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0545 ***********************************************************************
 SV0545  DESIGNATION -  HWY 95 PC 22
 SV0545  PID         -  SV0545
 SV0545  STATE/COUNTY-  ID/KOOTENAI
 SV0545  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0545
 SV0545                         *CURRENT SURVEY CONTROL
 SV0545  ___________________________________________________________________
 SV0545* NAD 83(1986)-  47 36 46.     (N)    116 44 16.     (W)     SCALED    
 SV0545* NAVD 88     -       659.238  (meters)    2162.85   (feet)  ADJUSTED  
 SV0545  ___________________________________________________________________
 SV0545  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SV0545  DYNAMIC HT  -         659.252 (meters)    2162.90  (feet)  COMP
 SV0545  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 SV0545
 SV0545  VERT ORDER  -  SECOND    CLASS 0
 SV0545
 SV0545.The horizontal coordinates were scaled from a topographic map and have
 SV0545.an estimated accuracy of +/- 6 seconds.
 SV0545
 SV0545.The orthometric height was determined by differential leveling
 SV0545.and adjusted by the National Geodetic Survey in June 1991..
 SV0545
 SV0545.The geoid height was determined by GEOID03.
 SV0545
 SV0545.The dynamic height is computed by dividing the NAVD 88
 SV0545.geopotential number by the normal gravity value computed on the
 SV0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0545.degrees latitude (g = 980.6199 gals.).
 SV0545
 SV0545.The modeled gravity was interpolated from observed gravity values.
 SV0545
 SV0545;                    North         East    Units  Estimated Accuracy
 SV0545;SPC ID W     -   661,190.      725,740.      MT  (+/- 180 meters Scaled)
 SV0545
 SV0545                          SUPERSEDED SURVEY CONTROL
 SV0545
 SV0545  NGVD 29 (??/??/92)  658.111  (m)         2159.15   (f) ADJ UNCH    2 0
 SV0545
 SV0545.Superseded values are not recommended for survey control.
 SV0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0545.See file dsdata.txt to determine how the superseded data were derived.
 SV0545
 SV0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN197732(NAD 83)
 SV0545_MARKER: DD = SURVEY DISK
 SV0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0545_STAMPING: PC 22 1117X92.2 40 FT TO CL
 SV0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0545+STABILITY: SURFACE MOTION
 SV0545
 SV0545  HISTORY     - Date     Condition        Report By
 SV0545  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0545  HISTORY     - 1952     GOOD             NGS
 SV0545  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0545
 SV0545                          STATION DESCRIPTION
 SV0545
 SV0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0545'15.6 MI S FROM COEUR DALENE.
 SV0545'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0545'COEUR DALENE, THENCE 6.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0545'ALTERNATE, AT THE APPROXIMATE CENTER OF A WIRE GATE IN A FENCE, 106
 SV0545'FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF A ROAD LEADING
 SV0545'NORTHEAST TO EDDYVILLE, 40 FEET NORTH OF THE CENTER LINE OF THE
 SV0545'HIGHWAY, 37 FEET EAST OF A FENCE CORNER POST, 4.4 FEET NORTH OF A
 SV0545'FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SV0545'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 SV0545
 SV0545                          STATION RECOVERY (1976)
 SV0545
 SV0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0546 ***********************************************************************
 SV0546  DESIGNATION -  HWY 95 PC 23
 SV0546  PID         -  SV0546
 SV0546  STATE/COUNTY-  ID/KOOTENAI
 SV0546  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0546
 SV0546                         *CURRENT SURVEY CONTROL
 SV0546  ___________________________________________________________________
 SV0546* NAD 83(1986)-  47 36 46.     (N)    116 44 17.     (W)     SCALED    
 SV0546* NAVD 88     -       659.090  (meters)    2162.36   (feet)  ADJUSTED  
 SV0546  ___________________________________________________________________
 SV0546  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SV0546  DYNAMIC HT  -         659.105 (meters)    2162.41  (feet)  COMP
 SV0546  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 SV0546
 SV0546  VERT ORDER  -  SECOND    CLASS 0
 SV0546
 SV0546.The horizontal coordinates were scaled from a topographic map and have
 SV0546.an estimated accuracy of +/- 6 seconds.
 SV0546
 SV0546.The orthometric height was determined by differential leveling
 SV0546.and adjusted by the National Geodetic Survey in June 1991..
 SV0546
 SV0546.The geoid height was determined by GEOID03.
 SV0546
 SV0546.The dynamic height is computed by dividing the NAVD 88
 SV0546.geopotential number by the normal gravity value computed on the
 SV0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0546.degrees latitude (g = 980.6199 gals.).
 SV0546
 SV0546.The modeled gravity was interpolated from observed gravity values.
 SV0546
 SV0546;                    North         East    Units  Estimated Accuracy
 SV0546;SPC ID W     -   661,190.      725,720.      MT  (+/- 180 meters Scaled)
 SV0546
 SV0546                          SUPERSEDED SURVEY CONTROL
 SV0546
 SV0546  NGVD 29 (??/??/92)  657.964  (m)         2158.67   (f) ADJ UNCH    2 0
 SV0546
 SV0546.Superseded values are not recommended for survey control.
 SV0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0546.See file dsdata.txt to determine how the superseded data were derived.
 SV0546
 SV0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN196732(NAD 83)
 SV0546_MARKER: DD = SURVEY DISK
 SV0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0546_STAMPING: PC 23 1117X92.2 40 FT TO CL
 SV0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0546+STABILITY: SURFACE MOTION
 SV0546
 SV0546  HISTORY     - Date     Condition        Report By
 SV0546  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0546  HISTORY     - 1952     GOOD             NGS
 SV0546
 SV0546                          STATION DESCRIPTION
 SV0546
 SV0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0546'15.6 MI S FROM COEUR DALENE.
 SV0546'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0546'COEUR DALENE, THENCE 6.8 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0546'ALTERNATE, 108 FEET SOUTHEAST OF THE CENTER OF THE T JUNCTION OF A
 SV0546'ROAD LEADING NORTHEAST TO EDDYVILLE, 42 1/2 FEET SOUTHEAST OF THE
 SV0546'CENTER OF A POLE GATE IN A FENCE, 40 FEET SOUTH OF THE CENTER LINE OF
 SV0546'THE HIGHWAY, 0.1 FOOT NORTH OF THE FENCE, ABOUT LEVEL WITH THE
 SV0546'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SV0546'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0525 ***********************************************************************
 SV0525  DESIGNATION -  HWY 95 PC 7
 SV0525  PID         -  SV0525
 SV0525  STATE/COUNTY-  ID/KOOTENAI
 SV0525  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0525
 SV0525                         *CURRENT SURVEY CONTROL
 SV0525  ___________________________________________________________________
 SV0525* NAD 83(1986)-  47 36 32.     (N)    116 42 37.     (W)     SCALED    
 SV0525* NAVD 88     -       747.448  (meters)    2452.25   (feet)  ADJUSTED  
 SV0525  ___________________________________________________________________
 SV0525  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 SV0525  DYNAMIC HT  -         747.459 (meters)    2452.29  (feet)  COMP
 SV0525  MODELED GRAV-     980,601.7   (mgal)                       NAVD 88
 SV0525
 SV0525  VERT ORDER  -  SECOND    CLASS 0
 SV0525
 SV0525.The horizontal coordinates were scaled from a topographic map and have
 SV0525.an estimated accuracy of +/- 6 seconds.
 SV0525
 SV0525.The orthometric height was determined by differential leveling
 SV0525.and adjusted by the National Geodetic Survey in June 1991..
 SV0525
 SV0525.The geoid height was determined by GEOID03.
 SV0525
 SV0525.The dynamic height is computed by dividing the NAVD 88
 SV0525.geopotential number by the normal gravity value computed on the
 SV0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0525.degrees latitude (g = 980.6199 gals.).
 SV0525
 SV0525.The modeled gravity was interpolated from observed gravity values.
 SV0525
 SV0525;                    North         East    Units  Estimated Accuracy
 SV0525;SPC ID W     -   660,730.      727,800.      MT  (+/- 180 meters Scaled)
 SV0525
 SV0525                          SUPERSEDED SURVEY CONTROL
 SV0525
 SV0525  NGVD 29 (??/??/92)  746.316  (m)         2448.54   (f) ADJ UNCH    2 0
 SV0525
 SV0525.Superseded values are not recommended for survey control.
 SV0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0525.See file dsdata.txt to determine how the superseded data were derived.
 SV0525
 SV0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN217728(NAD 83)
 SV0525_MARKER: DD = SURVEY DISK
 SV0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0525_STAMPING: 40 FT TO CL 1199X28 PC 7
 SV0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0525+STABILITY: SURFACE MOTION
 SV0525
 SV0525  HISTORY     - Date     Condition        Report By
 SV0525  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0525  HISTORY     - 1952     GOOD             NGS
 SV0525
 SV0525                          STATION DESCRIPTION
 SV0525
 SV0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0525'14.0 MI SE FROM COEUR DALENE.
 SV0525'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0525'COEUR DALENE, THENCE 5.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0525'ALTERNATE, 80 FEET SOUTH OF B.M. PC 9 (D.P.W.), 39 FEET SOUTH OF THE
 SV0525'CENTER LINE OF THE HIGHWAY, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND
 SV0525'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SV0525'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0526 ***********************************************************************
 SV0526  DESIGNATION -  HWY 95 PC 9
 SV0526  PID         -  SV0526
 SV0526  STATE/COUNTY-  ID/KOOTENAI
 SV0526  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0526
 SV0526                         *CURRENT SURVEY CONTROL
 SV0526  ___________________________________________________________________
 SV0526* NAD 83(1986)-  47 36 31.     (N)    116 42 36.     (W)     SCALED    
 SV0526* NAVD 88     -       744.532  (meters)    2442.69   (feet)  ADJUSTED  
 SV0526  ___________________________________________________________________
 SV0526  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 SV0526  DYNAMIC HT  -         744.542 (meters)    2442.72  (feet)  COMP
 SV0526  MODELED GRAV-     980,601.4   (mgal)                       NAVD 88
 SV0526
 SV0526  VERT ORDER  -  SECOND    CLASS 0
 SV0526
 SV0526.The horizontal coordinates were scaled from a topographic map and have
 SV0526.an estimated accuracy of +/- 6 seconds.
 SV0526
 SV0526.The orthometric height was determined by differential leveling
 SV0526.and adjusted by the National Geodetic Survey in June 1991..
 SV0526
 SV0526.The geoid height was determined by GEOID03.
 SV0526
 SV0526.The dynamic height is computed by dividing the NAVD 88
 SV0526.geopotential number by the normal gravity value computed on the
 SV0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0526.degrees latitude (g = 980.6199 gals.).
 SV0526
 SV0526.The modeled gravity was interpolated from observed gravity values.
 SV0526
 SV0526;                    North         East    Units  Estimated Accuracy
 SV0526;SPC ID W     -   660,700.      727,830.      MT  (+/- 180 meters Scaled)
 SV0526
 SV0526                          SUPERSEDED SURVEY CONTROL
 SV0526
 SV0526  NGVD 29 (??/??/92)  743.399  (m)         2438.97   (f) ADJ UNCH    2 0
 SV0526
 SV0526.Superseded values are not recommended for survey control.
 SV0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0526.See file dsdata.txt to determine how the superseded data were derived.
 SV0526
 SV0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN217728(NAD 83)
 SV0526_MARKER: DD = SURVEY DISK
 SV0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0526_STAMPING: 40 FT TO CL 1199X28 PC 9
 SV0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0526+STABILITY: SURFACE MOTION
 SV0526
 SV0526  HISTORY     - Date     Condition        Report By
 SV0526  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0526  HISTORY     - 1952     GOOD             NGS
 SV0526
 SV0526                          STATION DESCRIPTION
 SV0526
 SV0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0526'14.0 MI SE FROM COEUR DALENE.
 SV0526'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0526'COEUR DALENE, THENCE 5.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0526'ALTERNATE, ABOUT 65 YARDS NORTHEAST OF A FARMHOUSE, 41 FEET NORTH OF
 SV0526'THE CENTER LINE OF THE HIGHWAY, 11 1/2 FEET SOUTHWEST OF A 15-INCH
 SV0526'PINE TREE, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER
 SV0526'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 SV0526'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0530 ***********************************************************************
 SV0530  DESIGNATION -  HWY 95 POT 10
 SV0530  PID         -  SV0530
 SV0530  STATE/COUNTY-  ID/KOOTENAI
 SV0530  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0530
 SV0530                         *CURRENT SURVEY CONTROL
 SV0530  ___________________________________________________________________
 SV0530* NAD 83(1986)-  47 36 21.     (N)    116 43 01.     (W)     SCALED    
 SV0530* NAVD 88     -       708.049  (meters)    2322.99   (feet)  ADJUSTED  
 SV0530  ___________________________________________________________________
 SV0530  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 SV0530  DYNAMIC HT  -         708.057 (meters)    2323.02  (feet)  COMP
 SV0530  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 SV0530
 SV0530  VERT ORDER  -  SECOND    CLASS 0
 SV0530
 SV0530.The horizontal coordinates were scaled from a topographic map and have
 SV0530.an estimated accuracy of +/- 6 seconds.
 SV0530
 SV0530.The orthometric height was determined by differential leveling
 SV0530.and adjusted by the National Geodetic Survey in June 1991..
 SV0530
 SV0530.The geoid height was determined by GEOID03.
 SV0530
 SV0530.The dynamic height is computed by dividing the NAVD 88
 SV0530.geopotential number by the normal gravity value computed on the
 SV0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0530.degrees latitude (g = 980.6199 gals.).
 SV0530
 SV0530.The modeled gravity was interpolated from observed gravity values.
 SV0530
 SV0530;                    North         East    Units  Estimated Accuracy
 SV0530;SPC ID W     -   660,400.      727,300.      MT  (+/- 180 meters Scaled)
 SV0530
 SV0530                          SUPERSEDED SURVEY CONTROL
 SV0530
 SV0530  NGVD 29 (??/??/92)  706.915  (m)         2319.27   (f) ADJ UNCH    2 0
 SV0530
 SV0530.Superseded values are not recommended for survey control.
 SV0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0530.See file dsdata.txt to determine how the superseded data were derived.
 SV0530
 SV0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN212725(NAD 83)
 SV0530_MARKER: DD = SURVEY DISK
 SV0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0530_STAMPING: 50 FT TO CL STA. 1174X00 P.O.T. 10
 SV0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0530+STABILITY: SURFACE MOTION
 SV0530
 SV0530  HISTORY     - Date     Condition        Report By
 SV0530  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0530  HISTORY     - 1952     GOOD             NGS
 SV0530
 SV0530                          STATION DESCRIPTION
 SV0530
 SV0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0530'14.5 MI SE FROM COEUR DALENE.
 SV0530'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0530'COEUR DALENE, THENCE 5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0530'ALTERNATE, 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT
 SV0530'SOUTH OF A FENCE, 1.2 FOOT WEST OF A WITNESS POST, ABOUT 3 FEET LOWER
 SV0530'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SV0530'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0533 ***********************************************************************
 SV0533  DESIGNATION -  HWY 95 POT 11
 SV0533  PID         -  SV0533
 SV0533  STATE/COUNTY-  ID/KOOTENAI
 SV0533  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0533
 SV0533                         *CURRENT SURVEY CONTROL
 SV0533  ___________________________________________________________________
 SV0533* NAD 83(1986)-  47 36 20.     (N)    116 43 12.     (W)     SCALED    
 SV0533* NAVD 88     -       706.476  (meters)    2317.83   (feet)  ADJUSTED  
 SV0533  ___________________________________________________________________
 SV0533  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 SV0533  DYNAMIC HT  -         706.484 (meters)    2317.86  (feet)  COMP
 SV0533  MODELED GRAV-     980,602.0   (mgal)                       NAVD 88
 SV0533
 SV0533  VERT ORDER  -  SECOND    CLASS 0
 SV0533
 SV0533.The horizontal coordinates were scaled from a topographic map and have
 SV0533.an estimated accuracy of +/- 6 seconds.
 SV0533
 SV0533.The orthometric height was determined by differential leveling
 SV0533.and adjusted by the National Geodetic Survey in June 1991..
 SV0533
 SV0533.The geoid height was determined by GEOID03.
 SV0533
 SV0533.The dynamic height is computed by dividing the NAVD 88
 SV0533.geopotential number by the normal gravity value computed on the
 SV0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0533.degrees latitude (g = 980.6199 gals.).
 SV0533
 SV0533.The modeled gravity was interpolated from observed gravity values.
 SV0533
 SV0533;                    North         East    Units  Estimated Accuracy
 SV0533;SPC ID W     -   660,370.      727,070.      MT  (+/- 180 meters Scaled)
 SV0533
 SV0533                          SUPERSEDED SURVEY CONTROL
 SV0533
 SV0533  NGVD 29 (??/??/92)  705.342  (m)         2314.11   (f) ADJ UNCH    2 0
 SV0533
 SV0533.Superseded values are not recommended for survey control.
 SV0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0533.See file dsdata.txt to determine how the superseded data were derived.
 SV0533
 SV0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN210724(NAD 83)
 SV0533_MARKER: DD = SURVEY DISK
 SV0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0533_STAMPING: 40 FT TO CL P.O.T. 11 1171X50
 SV0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0533+STABILITY: SURFACE MOTION
 SV0533
 SV0533  HISTORY     - Date     Condition        Report By
 SV0533  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0533  HISTORY     - 1952     GOOD             NGS
 SV0533
 SV0533                          STATION DESCRIPTION
 SV0533
 SV0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0533'14.5 MI SE FROM COEUR DALENE.
 SV0533'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0533'COEUR DALENE, THENCE 5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0533'ALTERNATE, ON THE TOP OF A DIRT KNOLL, 48.7 FEET EAST OF THE EAST END
 SV0533'OF THE SOUTHWEST HEAD WALL OF A 10-FOOT CONCRETE CULVERT, 41 FEET
 SV0533'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTHWEST OF THE
 SV0533'CENTER LINE OF A DIRT ROAD LEADING SOUTH TO A FARMHOUSE, 1.7 FEET
 SV0533'SOUTH OF A WITNESS POST, 0.3 FOOT NORTHWEST OF A FENCE, ABOUT 1 FOOT
 SV0533'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SV0533'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0548 ***********************************************************************
 SV0548  DESIGNATION -  HWY 95 POT 24
 SV0548  PID         -  SV0548
 SV0548  STATE/COUNTY-  ID/KOOTENAI
 SV0548  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0548
 SV0548                         *CURRENT SURVEY CONTROL
 SV0548  ___________________________________________________________________
 SV0548* NAD 83(1986)-  47 36 51.     (N)    116 44 33.     (W)     SCALED    
 SV0548* NAVD 88     -       653.195  (meters)    2143.02   (feet)  ADJUSTED  
 SV0548  ___________________________________________________________________
 SV0548  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SV0548  DYNAMIC HT  -         653.210 (meters)    2143.07  (feet)  COMP
 SV0548  MODELED GRAV-     980,615.2   (mgal)                       NAVD 88
 SV0548
 SV0548  VERT ORDER  -  SECOND    CLASS 0
 SV0548
 SV0548.The horizontal coordinates were scaled from a topographic map and have
 SV0548.an estimated accuracy of +/- 6 seconds.
 SV0548
 SV0548.The orthometric height was determined by differential leveling
 SV0548.and adjusted by the National Geodetic Survey in June 1991..
 SV0548
 SV0548.The geoid height was determined by GEOID03.
 SV0548
 SV0548.The dynamic height is computed by dividing the NAVD 88
 SV0548.geopotential number by the normal gravity value computed on the
 SV0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0548.degrees latitude (g = 980.6199 gals.).
 SV0548
 SV0548.The modeled gravity was interpolated from observed gravity values.
 SV0548
 SV0548;                    North         East    Units  Estimated Accuracy
 SV0548;SPC ID W     -   661,350.      725,390.      MT  (+/- 180 meters Scaled)
 SV0548
 SV0548                          SUPERSEDED SURVEY CONTROL
 SV0548
 SV0548  NGVD 29 (??/??/92)  652.070  (m)         2139.33   (f) ADJ UNCH    2 0
 SV0548
 SV0548.Superseded values are not recommended for survey control.
 SV0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0548.See file dsdata.txt to determine how the superseded data were derived.
 SV0548
 SV0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN193734(NAD 83)
 SV0548_MARKER: DD = SURVEY DISK
 SV0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0548_STAMPING: STA 1106X00 POT 24 60 FT TO CL
 SV0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0548+STABILITY: SURFACE MOTION
 SV0548
 SV0548  HISTORY     - Date     Condition        Report By
 SV0548  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0548  HISTORY     - 1952     GOOD             NGS
 SV0548  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0548
 SV0548                          STATION DESCRIPTION
 SV0548
 SV0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0548'15.8 MI S FROM COEUR DALENE.
 SV0548'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURT HOUSE AT
 SV0548'COEUR DALENE, THENCE 7.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0548'ALTERNATE, AT THE END OF THE PAVED HIGHWAY, 60 FEET NORTH OF THE
 SV0548'CENTER LINE OF THE HIGHWAY, 44.2 FEET NORTH OF THE NORTH HEAD WALL OF
 SV0548'A 4-FOOT CONCRETE CULVERT, 0.2 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH
 SV0548'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 SV0548'ABOVE THE GROUND.
 SV0548
 SV0548                          STATION RECOVERY (1976)
 SV0548
 SV0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0549 ***********************************************************************
 SV0549  DESIGNATION -  HWY 95 POT 25
 SV0549  PID         -  SV0549
 SV0549  STATE/COUNTY-  ID/KOOTENAI
 SV0549  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0549
 SV0549                         *CURRENT SURVEY CONTROL
 SV0549  ___________________________________________________________________
 SV0549* NAD 83(1986)-  47 36 53.     (N)    116 44 32.     (W)     SCALED    
 SV0549* NAVD 88     -       653.208  (meters)    2143.07   (feet)  ADJUSTED  
 SV0549  ___________________________________________________________________
 SV0549  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SV0549  DYNAMIC HT  -         653.223 (meters)    2143.12  (feet)  COMP
 SV0549  MODELED GRAV-     980,615.4   (mgal)                       NAVD 88
 SV0549
 SV0549  VERT ORDER  -  SECOND    CLASS 0
 SV0549
 SV0549.The horizontal coordinates were scaled from a topographic map and have
 SV0549.an estimated accuracy of +/- 6 seconds.
 SV0549
 SV0549.The orthometric height was determined by differential leveling
 SV0549.and adjusted by the National Geodetic Survey in June 1991..
 SV0549
 SV0549.The geoid height was determined by GEOID03.
 SV0549
 SV0549.The dynamic height is computed by dividing the NAVD 88
 SV0549.geopotential number by the normal gravity value computed on the
 SV0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0549.degrees latitude (g = 980.6199 gals.).
 SV0549
 SV0549.The modeled gravity was interpolated from observed gravity values.
 SV0549
 SV0549;                    North         East    Units  Estimated Accuracy
 SV0549;SPC ID W     -   661,410.      725,410.      MT  (+/- 180 meters Scaled)
 SV0549
 SV0549                          SUPERSEDED SURVEY CONTROL
 SV0549
 SV0549  NGVD 29 (??/??/92)  652.084  (m)         2139.38   (f) ADJ UNCH    2 0
 SV0549
 SV0549.Superseded values are not recommended for survey control.
 SV0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0549.See file dsdata.txt to determine how the superseded data were derived.
 SV0549
 SV0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN193735(NAD 83)
 SV0549_MARKER: DD = SURVEY DISK
 SV0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0549_STAMPING: STA 1106X00 POT 25 40 FT TO CL
 SV0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0549+STABILITY: SURFACE MOTION
 SV0549
 SV0549  HISTORY     - Date     Condition        Report By
 SV0549  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0549  HISTORY     - 1952     GOOD             NGS
 SV0549
 SV0549                          STATION DESCRIPTION
 SV0549
 SV0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0549'15.8 MI S FROM COEUR DALENE.
 SV0549'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0549'COEUR DALENE, THENCE 7.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0549'ALTERNATE, AT THE END OF THE PAVED HIGHWAY, 40 FEET SOUTH OF THE
 SV0549'CENTER LINE OF THE HIGHWAY, 31.5 FEET SOUTHWEST OF THE SOUTH HEAD WALL
 SV0549'OF A 4-FOOT CONCRETE CULVERT, 2.2 FEET SOUTH OF WHITE WOODEN POST
 SV0549'PAINTED FAP 29A FAP 29F, 1.4 FEET SOUTHWEST OF A CONCRETE POST
 SV0549'PROJECTING 3 1/2 FEET ABOVE THE GROUND PAINTED FAP 29A N-R.H. 29F, 0.5
 SV0549'FOOT SOUTH OF A FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN
 SV0549'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0517 ***********************************************************************
 SV0517  DESIGNATION -  HWY 95 POT 4
 SV0517  PID         -  SV0517
 SV0517  STATE/COUNTY-  ID/KOOTENAI
 SV0517  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0517
 SV0517                         *CURRENT SURVEY CONTROL
 SV0517  ___________________________________________________________________
 SV0517* NAD 83(1986)-  47 36 43.     (N)    116 40 43.     (W)     SCALED    
 SV0517* NAVD 88     -       651.192  (meters)    2136.45   (feet)  ADJUSTED  
 SV0517  ___________________________________________________________________
 SV0517  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 SV0517  DYNAMIC HT  -         651.198 (meters)    2136.47  (feet)  COMP
 SV0517  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 SV0517
 SV0517  VERT ORDER  -  SECOND    CLASS 0
 SV0517
 SV0517.The horizontal coordinates were scaled from a topographic map and have
 SV0517.an estimated accuracy of +/- 6 seconds.
 SV0517
 SV0517.The orthometric height was determined by differential leveling
 SV0517.and adjusted by the National Geodetic Survey in June 1991..
 SV0517
 SV0517.The geoid height was determined by GEOID03.
 SV0517
 SV0517.The dynamic height is computed by dividing the NAVD 88
 SV0517.geopotential number by the normal gravity value computed on the
 SV0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0517.degrees latitude (g = 980.6199 gals.).
 SV0517
 SV0517.The modeled gravity was interpolated from observed gravity values.
 SV0517
 SV0517;                    North         East    Units  Estimated Accuracy
 SV0517;SPC ID W     -   661,040.      730,190.      MT  (+/- 180 meters Scaled)
 SV0517
 SV0517                          SUPERSEDED SURVEY CONTROL
 SV0517
 SV0517  NGVD 29 (??/??/92)  650.053  (m)         2132.72   (f) ADJ UNCH    2 0
 SV0517
 SV0517.Superseded values are not recommended for survey control.
 SV0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0517.See file dsdata.txt to determine how the superseded data were derived.
 SV0517
 SV0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN241732(NAD 83)
 SV0517_MARKER: DD = SURVEY DISK
 SV0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0517_STAMPING: POT 4 1343+750 25 FT. R.W. SET AT 18 FT
 SV0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0517+STABILITY: SURFACE MOTION
 SV0517
 SV0517  HISTORY     - Date     Condition        Report By
 SV0517  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0517  HISTORY     - 1952     GOOD             NGS
 SV0517
 SV0517                          STATION DESCRIPTION
 SV0517
 SV0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0517'11.2 MI SE FROM COEUR DALENE.
 SV0517'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0517'COEUR DALENE, THENCE 2.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0517'ALTERNATE, 233 FEET SOUTH OF THE SOUTH END OF A BRIDGE OVER BEAUTY
 SV0517'CREEK, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3.1 FEET
 SV0517'SOUTHWEST OF A CONCRETE POST 3 1/2 FEET ABOVE THE GROUND MARKED FA 29
 SV0517'H (1) F 27, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 SV0517'A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0516 ***********************************************************************
 SV0516  DESIGNATION -  HWY 95 POT 5
 SV0516  PID         -  SV0516
 SV0516  STATE/COUNTY-  ID/KOOTENAI
 SV0516  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0516
 SV0516                         *CURRENT SURVEY CONTROL
 SV0516  ___________________________________________________________________
 SV0516* NAD 83(1986)-  47 36 43.     (N)    116 40 43.     (W)     SCALED    
 SV0516* NAVD 88     -       651.450  (meters)    2137.30   (feet)  ADJUSTED  
 SV0516  ___________________________________________________________________
 SV0516  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 SV0516  DYNAMIC HT  -         651.456 (meters)    2137.32  (feet)  COMP
 SV0516  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 SV0516
 SV0516  VERT ORDER  -  SECOND    CLASS 0
 SV0516
 SV0516.The horizontal coordinates were scaled from a topographic map and have
 SV0516.an estimated accuracy of +/- 6 seconds.
 SV0516
 SV0516.The orthometric height was determined by differential leveling
 SV0516.and adjusted by the National Geodetic Survey in June 1991..
 SV0516
 SV0516.The geoid height was determined by GEOID03.
 SV0516
 SV0516.The dynamic height is computed by dividing the NAVD 88
 SV0516.geopotential number by the normal gravity value computed on the
 SV0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0516.degrees latitude (g = 980.6199 gals.).
 SV0516
 SV0516.The modeled gravity was interpolated from observed gravity values.
 SV0516
 SV0516;                    North         East    Units  Estimated Accuracy
 SV0516;SPC ID W     -   661,040.      730,190.      MT  (+/- 180 meters Scaled)
 SV0516
 SV0516                          SUPERSEDED SURVEY CONTROL
 SV0516
 SV0516  NGVD 29 (??/??/92)  650.311  (m)         2133.56   (f) ADJ UNCH    2 0
 SV0516
 SV0516.Superseded values are not recommended for survey control.
 SV0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0516.See file dsdata.txt to determine how the superseded data were derived.
 SV0516
 SV0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN241732(NAD 83)
 SV0516_MARKER: DD = SURVEY DISK
 SV0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0516_STAMPING: POT 5 1343+750 R.W. 25 FT. SET AT 18 FT
 SV0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0516+STABILITY: SURFACE MOTION
 SV0516
 SV0516  HISTORY     - Date     Condition        Report By
 SV0516  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0516  HISTORY     - 1952     GOOD             NGS
 SV0516  HISTORY     - 1976     POOR             USGS
 SV0516
 SV0516                          STATION DESCRIPTION
 SV0516
 SV0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0516'11.2 MI SE FROM COEUR DALENE.
 SV0516'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0516'COEUR DALENE, THENCE 2.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0516'ALTERNATE, 233 FEET SOUTH OF THE SOUTH END OF THE BRIDGE OVER BEAUTY
 SV0516'CREEK, 36 FEET EAST OF AND ACROSS THE HIGHWAY FROM B.M. POT 4, 18 FEET
 SV0516'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT LOWER THAN
 SV0516'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT
 SV0516'ABOVE THE GROUND.
 SV0516
 SV0516                          STATION RECOVERY (1976)
 SV0516
 SV0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0516'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0531 ***********************************************************************
 SV0531  DESIGNATION -  HWY 95 POT 6
 SV0531  PID         -  SV0531
 SV0531  STATE/COUNTY-  ID/KOOTENAI
 SV0531  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0531
 SV0531                         *CURRENT SURVEY CONTROL
 SV0531  ___________________________________________________________________
 SV0531* NAD 83(1986)-  47 36 20.     (N)    116 42 59.     (W)     SCALED    
 SV0531* NAVD 88     -       707.975  (meters)    2322.75   (feet)  ADJUSTED  
 SV0531  ___________________________________________________________________
 SV0531  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 SV0531  DYNAMIC HT  -         707.982 (meters)    2322.77  (feet)  COMP
 SV0531  MODELED GRAV-     980,600.7   (mgal)                       NAVD 88
 SV0531
 SV0531  VERT ORDER  -  SECOND    CLASS 0
 SV0531
 SV0531.The horizontal coordinates were scaled from a topographic map and have
 SV0531.an estimated accuracy of +/- 6 seconds.
 SV0531
 SV0531.The orthometric height was determined by differential leveling
 SV0531.and adjusted by the National Geodetic Survey in June 1991..
 SV0531
 SV0531.The geoid height was determined by GEOID03.
 SV0531
 SV0531.The dynamic height is computed by dividing the NAVD 88
 SV0531.geopotential number by the normal gravity value computed on the
 SV0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0531.degrees latitude (g = 980.6199 gals.).
 SV0531
 SV0531.The modeled gravity was interpolated from observed gravity values.
 SV0531
 SV0531;                    North         East    Units  Estimated Accuracy
 SV0531;SPC ID W     -   660,370.      727,340.      MT  (+/- 180 meters Scaled)
 SV0531
 SV0531                          SUPERSEDED SURVEY CONTROL
 SV0531
 SV0531  NGVD 29 (??/??/92)  706.840  (m)         2319.02   (f) ADJ UNCH    2 0
 SV0531
 SV0531.Superseded values are not recommended for survey control.
 SV0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0531.See file dsdata.txt to determine how the superseded data were derived.
 SV0531
 SV0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN213725(NAD 83)
 SV0531_MARKER: DD = SURVEY DISK
 SV0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0531_STAMPING: 40 FT TO CL P.O.T. 6 STA. 1174X00
 SV0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0531+STABILITY: SURFACE MOTION
 SV0531
 SV0531  HISTORY     - Date     Condition        Report By
 SV0531  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0531  HISTORY     - 1952     GOOD             NGS
 SV0531  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0531
 SV0531                          STATION DESCRIPTION
 SV0531
 SV0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0531'14.5 MI SE FROM COEUR DALENE.
 SV0531'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0531'COEUR DALENE, THENCE 5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0531'ALTERNATE, 48.1 FEET WEST OF B.M. 1174X46.9 (D.P.W.), 40 FEET NORTH OF
 SV0531'THE CENTER LINE OF THE HIGHWAY, 19.6 FEET SOUTH OF A FENCE, 10 FEET
 SV0531'SOUTH OF B.M. POT 10 (D.P.W.), ABOUT 4 FEET LOWER THAN THE HIGHWAY,
 SV0531'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2.0 FOOT ABOVE THE
 SV0531'GROUND.
 SV0531
 SV0531                          STATION RECOVERY (1976)
 SV0531
 SV0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0532 ***********************************************************************
 SV0532  DESIGNATION -  HWY 95 POT 8
 SV0532  PID         -  SV0532
 SV0532  STATE/COUNTY-  ID/KOOTENAI
 SV0532  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0532
 SV0532                         *CURRENT SURVEY CONTROL
 SV0532  ___________________________________________________________________
 SV0532* NAD 83(1986)-  47 36 19.     (N)    116 43 08.     (W)     SCALED    
 SV0532* NAVD 88     -       711.569  (meters)    2334.54   (feet)  ADJUSTED  
 SV0532  ___________________________________________________________________
 SV0532  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 SV0532  DYNAMIC HT  -         711.577 (meters)    2334.57  (feet)  COMP
 SV0532  MODELED GRAV-     980,601.3   (mgal)                       NAVD 88
 SV0532
 SV0532  VERT ORDER  -  SECOND    CLASS 0
 SV0532
 SV0532.The horizontal coordinates were scaled from a topographic map and have
 SV0532.an estimated accuracy of +/- 6 seconds.
 SV0532
 SV0532.The orthometric height was determined by differential leveling
 SV0532.and adjusted by the National Geodetic Survey in June 1991..
 SV0532
 SV0532.The geoid height was determined by GEOID03.
 SV0532
 SV0532.The dynamic height is computed by dividing the NAVD 88
 SV0532.geopotential number by the normal gravity value computed on the
 SV0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0532.degrees latitude (g = 980.6199 gals.).
 SV0532
 SV0532.The modeled gravity was interpolated from observed gravity values.
 SV0532
 SV0532;                    North         East    Units  Estimated Accuracy
 SV0532;SPC ID W     -   660,340.      727,150.      MT  (+/- 180 meters Scaled)
 SV0532
 SV0532                          SUPERSEDED SURVEY CONTROL
 SV0532
 SV0532  NGVD 29 (??/??/92)  710.435  (m)         2330.82   (f) ADJ UNCH    2 0
 SV0532
 SV0532.Superseded values are not recommended for survey control.
 SV0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0532.See file dsdata.txt to determine how the superseded data were derived.
 SV0532
 SV0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN211724(NAD 83)
 SV0532_MARKER: DD = SURVEY DISK
 SV0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0532_STAMPING: 40 FT TO CL P.O.T. 8 STA. 1174X00
 SV0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0532+STABILITY: SURFACE MOTION
 SV0532
 SV0532  HISTORY     - Date     Condition        Report By
 SV0532  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0532  HISTORY     - 1952     GOOD             NGS
 SV0532
 SV0532                          STATION DESCRIPTION
 SV0532
 SV0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0532'14.5 MI SE FROM COEUR DALENE.
 SV0532'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0532'COEUR DALENE, THENCE 5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0532'ALTERNATE, AT A 200 FOOT CUT, 41 1/2 FEET SOUTH OF THE CENTER LINE OF
 SV0532'THE HIGHWAY, 1.4 FEET WEST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN
 SV0532'THE HIGHWAY, 0.3 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A
 SV0532'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0536 ***********************************************************************
 SV0536  DESIGNATION -  HWY 95 PT 14
 SV0536  PID         -  SV0536
 SV0536  STATE/COUNTY-  ID/KOOTENAI
 SV0536  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0536
 SV0536                         *CURRENT SURVEY CONTROL
 SV0536  ___________________________________________________________________
 SV0536* NAD 83(1986)-  47 36 28.     (N)    116 43 36.     (W)     SCALED    
 SV0536* NAVD 88     -       690.114  (meters)    2264.15   (feet)  ADJUSTED  
 SV0536  ___________________________________________________________________
 SV0536  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 SV0536  DYNAMIC HT  -         690.125 (meters)    2264.19  (feet)  COMP
 SV0536  MODELED GRAV-     980,606.1   (mgal)                       NAVD 88
 SV0536
 SV0536  VERT ORDER  -  SECOND    CLASS 0
 SV0536
 SV0536.The horizontal coordinates were scaled from a topographic map and have
 SV0536.an estimated accuracy of +/- 6 seconds.
 SV0536
 SV0536.The orthometric height was determined by differential leveling
 SV0536.and adjusted by the National Geodetic Survey in June 1991..
 SV0536
 SV0536.The geoid height was determined by GEOID03.
 SV0536
 SV0536.The dynamic height is computed by dividing the NAVD 88
 SV0536.geopotential number by the normal gravity value computed on the
 SV0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0536.degrees latitude (g = 980.6199 gals.).
 SV0536
 SV0536.The modeled gravity was interpolated from observed gravity values.
 SV0536
 SV0536;                    North         East    Units  Estimated Accuracy
 SV0536;SPC ID W     -   660,620.      726,570.      MT  (+/- 180 meters Scaled)
 SV0536
 SV0536                          SUPERSEDED SURVEY CONTROL
 SV0536
 SV0536  NGVD 29 (??/??/92)  688.983  (m)         2260.44   (f) ADJ UNCH    2 0
 SV0536
 SV0536.Superseded values are not recommended for survey control.
 SV0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0536.See file dsdata.txt to determine how the superseded data were derived.
 SV0536
 SV0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN205727(NAD 83)
 SV0536_MARKER: DD = SURVEY DISK
 SV0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0536_STAMPING: 40 FT TO CL P.T. 14 1149X55.3
 SV0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0536+STABILITY: SURFACE MOTION
 SV0536
 SV0536  HISTORY     - Date     Condition        Report By
 SV0536  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0536  HISTORY     - 1952     GOOD             NGS
 SV0536  HISTORY     - 1957     MARK NOT FOUND   USGS
 SV0536
 SV0536                          STATION DESCRIPTION
 SV0536
 SV0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0536'15.0 MI SE FROM COEUR DALENE.
 SV0536'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0536'COEUR DALENE, THENCE 6.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0536'ALTERNATE, 0.15 MILE WEST OF THE JUNCTION OF THE BURMA ROAD, IN THE
 SV0536'SOUTH EDGE OF A FIELD, 52 FEET EAST OF THE CENTER LINE OF A TRACK ROAD
 SV0536'LEADING NORTH INTO A FIELD, 41.4 FEET NORTHEAST OF THE NORTHEAST
 SV0536'CORNER OF A 15-INCH CORRUGATED METAL PIPE CULVERT, 41 FEET NORTH OF
 SV0536'THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET HIGHER THAN THE HIGHWAY,
 SV0536'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 SV0536'GROUND.
 SV0536
 SV0536                          STATION RECOVERY (1957)
 SV0536
 SV0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SV0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0537 ***********************************************************************
 SV0537  DESIGNATION -  HWY 95 PT 15
 SV0537  PID         -  SV0537
 SV0537  STATE/COUNTY-  ID/KOOTENAI
 SV0537  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0537
 SV0537                         *CURRENT SURVEY CONTROL
 SV0537  ___________________________________________________________________
 SV0537* NAD 83(1986)-  47 36 29.     (N)    116 43 38.     (W)     SCALED    
 SV0537* NAVD 88     -       687.320  (meters)    2254.98   (feet)  ADJUSTED  
 SV0537  ___________________________________________________________________
 SV0537  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 SV0537  DYNAMIC HT  -         687.331 (meters)    2255.02  (feet)  COMP
 SV0537  MODELED GRAV-     980,606.5   (mgal)                       NAVD 88
 SV0537
 SV0537  VERT ORDER  -  SECOND    CLASS 0
 SV0537
 SV0537.The horizontal coordinates were scaled from a topographic map and have
 SV0537.an estimated accuracy of +/- 6 seconds.
 SV0537
 SV0537.The orthometric height was determined by differential leveling
 SV0537.and adjusted by the National Geodetic Survey in June 1991..
 SV0537
 SV0537.The geoid height was determined by GEOID03.
 SV0537
 SV0537.The dynamic height is computed by dividing the NAVD 88
 SV0537.geopotential number by the normal gravity value computed on the
 SV0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0537.degrees latitude (g = 980.6199 gals.).
 SV0537
 SV0537.The modeled gravity was interpolated from observed gravity values.
 SV0537
 SV0537;                    North         East    Units  Estimated Accuracy
 SV0537;SPC ID W     -   660,650.      726,530.      MT  (+/- 180 meters Scaled)
 SV0537
 SV0537                          SUPERSEDED SURVEY CONTROL
 SV0537
 SV0537  NGVD 29 (??/??/92)  686.189  (m)         2251.27   (f) ADJ UNCH    2 0
 SV0537
 SV0537.Superseded values are not recommended for survey control.
 SV0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0537.See file dsdata.txt to determine how the superseded data were derived.
 SV0537
 SV0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN205727(NAD 83)
 SV0537_MARKER: DD = SURVEY DISK
 SV0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0537_STAMPING: 40 FT TO CL P.T. 15 1149X55.3
 SV0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0537+STABILITY: SURFACE MOTION
 SV0537
 SV0537  HISTORY     - Date     Condition        Report By
 SV0537  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0537  HISTORY     - 1952     GOOD             NGS
 SV0537
 SV0537                          STATION DESCRIPTION
 SV0537
 SV0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0537'15.0 MI SE FROM COEUR DALENE.
 SV0537'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0537'COEUR DALENE, THENCE 6.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0537'ALTERNATE, 0.15 MILE WEST OF THE JUNCTION OF THE BURMA ROAD, 67.4 FEET
 SV0537'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE EAST END OF A 15-INCH
 SV0537'CORRUGATED METAL PIPE CULVERT, 41 FEET SOUTH OF THE CENTER LINE OF THE
 SV0537'HIGHWAY, 15 FEET EAST OF THE CENTER LINE OF A DIM TRACK ROAD LEADING
 SV0537'SOUTH, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SV0537'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0541 ***********************************************************************
 SV0541  DESIGNATION -  HWY 95 PT 18
 SV0541  PID         -  SV0541
 SV0541  STATE/COUNTY-  ID/KOOTENAI
 SV0541  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0541
 SV0541                         *CURRENT SURVEY CONTROL
 SV0541  ___________________________________________________________________
 SV0541* NAD 83(1986)-  47 36 33.     (N)    116 43 49.     (W)     SCALED    
 SV0541* NAVD 88     -       684.918  (meters)    2247.10   (feet)  ADJUSTED  
 SV0541  ___________________________________________________________________
 SV0541  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 SV0541  DYNAMIC HT  -         684.930 (meters)    2247.14  (feet)  COMP
 SV0541  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 SV0541
 SV0541  VERT ORDER  -  SECOND    CLASS 0
 SV0541
 SV0541.The horizontal coordinates were scaled from a topographic map and have
 SV0541.an estimated accuracy of +/- 6 seconds.
 SV0541
 SV0541.The orthometric height was determined by differential leveling
 SV0541.and adjusted by the National Geodetic Survey in June 1991..
 SV0541
 SV0541.The geoid height was determined by GEOID03.
 SV0541
 SV0541.The dynamic height is computed by dividing the NAVD 88
 SV0541.geopotential number by the normal gravity value computed on the
 SV0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0541.degrees latitude (g = 980.6199 gals.).
 SV0541
 SV0541.The modeled gravity was interpolated from observed gravity values.
 SV0541
 SV0541;                    North         East    Units  Estimated Accuracy
 SV0541;SPC ID W     -   660,780.      726,300.      MT  (+/- 180 meters Scaled)
 SV0541
 SV0541                          SUPERSEDED SURVEY CONTROL
 SV0541
 SV0541  NGVD 29 (??/??/92)  683.789  (m)         2243.40   (f) ADJ UNCH    2 0
 SV0541
 SV0541.Superseded values are not recommended for survey control.
 SV0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0541.See file dsdata.txt to determine how the superseded data were derived.
 SV0541
 SV0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN202728(NAD 83)
 SV0541_MARKER: DD = SURVEY DISK
 SV0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0541_STAMPING: 40 FT TO CL PT 18 1141X92.6
 SV0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0541+STABILITY: SURFACE MOTION
 SV0541
 SV0541  HISTORY     - Date     Condition        Report By
 SV0541  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0541  HISTORY     - 1952     GOOD             NGS
 SV0541
 SV0541                          STATION DESCRIPTION
 SV0541
 SV0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0541'15.1 MI S FROM COEUR DALENE.
 SV0541'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0541'COEUR DALENE, THENCE 6.3 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0541'ALTERNATE, 67 FEET WEST OF B.M. B 353 (I.G.S.), 63 FEET EAST OF THE
 SV0541'WEST END OF A CUT, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 SV0541'0.1 FOOT SOUTH OF A FENCE, ABOUT 7 FEET HIGHER THAN THE HIGHWAY, AND
 SV0541'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 SV0541'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0542 ***********************************************************************
 SV0542  DESIGNATION -  HWY 95 PT 19
 SV0542  PID         -  SV0542
 SV0542  STATE/COUNTY-  ID/KOOTENAI
 SV0542  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0542
 SV0542                         *CURRENT SURVEY CONTROL
 SV0542  ___________________________________________________________________
 SV0542* NAD 83(1986)-  47 36 33.     (N)    116 43 50.     (W)     SCALED    
 SV0542* NAVD 88     -       681.993  (meters)    2237.51   (feet)  ADJUSTED  
 SV0542  ___________________________________________________________________
 SV0542  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 SV0542  DYNAMIC HT  -         682.005 (meters)    2237.54  (feet)  COMP
 SV0542  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 SV0542
 SV0542  VERT ORDER  -  SECOND    CLASS 0
 SV0542
 SV0542.The horizontal coordinates were scaled from a topographic map and have
 SV0542.an estimated accuracy of +/- 6 seconds.
 SV0542
 SV0542.The orthometric height was determined by differential leveling
 SV0542.and adjusted by the National Geodetic Survey in June 1991..
 SV0542
 SV0542.The geoid height was determined by GEOID03.
 SV0542
 SV0542.The dynamic height is computed by dividing the NAVD 88
 SV0542.geopotential number by the normal gravity value computed on the
 SV0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0542.degrees latitude (g = 980.6199 gals.).
 SV0542
 SV0542.The modeled gravity was interpolated from observed gravity values.
 SV0542
 SV0542;                    North         East    Units  Estimated Accuracy
 SV0542;SPC ID W     -   660,780.      726,280.      MT  (+/- 180 meters Scaled)
 SV0542
 SV0542                          SUPERSEDED SURVEY CONTROL
 SV0542
 SV0542  NGVD 29 (??/??/92)  680.863  (m)         2233.80   (f) ADJ UNCH    2 0
 SV0542
 SV0542.Superseded values are not recommended for survey control.
 SV0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0542.See file dsdata.txt to determine how the superseded data were derived.
 SV0542
 SV0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN202728(NAD 83)
 SV0542_MARKER: DD = SURVEY DISK
 SV0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0542_STAMPING: 40 FT TO CL PT 19 1141X92.6
 SV0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0542+STABILITY: SURFACE MOTION
 SV0542
 SV0542  HISTORY     - Date     Condition        Report By
 SV0542  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0542  HISTORY     - 1952     GOOD             NGS
 SV0542
 SV0542                          STATION DESCRIPTION
 SV0542
 SV0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0542'15.1 MI S FROM COEUR DALENE.
 SV0542'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0542'COEUR DALENE, THENCE 6.3 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0542'ALTERNATE, 56 FEET EAST OF THE CORNER POST OF A T IN THE FENCE LINE,
 SV0542'40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.4 FEET SOUTH OF THE
 SV0542'FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SV0542'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0550 ***********************************************************************
 SV0550  DESIGNATION -  HWY 95 PT 26
 SV0550  PID         -  SV0550
 SV0550  STATE/COUNTY-  ID/KOOTENAI
 SV0550  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0550
 SV0550                         *CURRENT SURVEY CONTROL
 SV0550  ___________________________________________________________________
 SV0550* NAD 83(1986)-  47 36 51.     (N)    116 44 34.     (W)     SCALED    
 SV0550* NAVD 88     -       653.383  (meters)    2143.64   (feet)  ADJUSTED  
 SV0550  ___________________________________________________________________
 SV0550  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SV0550  DYNAMIC HT  -         653.399 (meters)    2143.69  (feet)  COMP
 SV0550  MODELED GRAV-     980,615.3   (mgal)                       NAVD 88
 SV0550
 SV0550  VERT ORDER  -  SECOND    CLASS 0
 SV0550
 SV0550.The horizontal coordinates were scaled from a topographic map and have
 SV0550.an estimated accuracy of +/- 6 seconds.
 SV0550
 SV0550.The orthometric height was determined by differential leveling
 SV0550.and adjusted by the National Geodetic Survey in June 1991..
 SV0550
 SV0550.The geoid height was determined by GEOID03.
 SV0550
 SV0550.The dynamic height is computed by dividing the NAVD 88
 SV0550.geopotential number by the normal gravity value computed on the
 SV0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0550.degrees latitude (g = 980.6199 gals.).
 SV0550
 SV0550.The modeled gravity was interpolated from observed gravity values.
 SV0550
 SV0550;                    North         East    Units  Estimated Accuracy
 SV0550;SPC ID W     -   661,350.      725,370.      MT  (+/- 180 meters Scaled)
 SV0550
 SV0550                          SUPERSEDED SURVEY CONTROL
 SV0550
 SV0550  NGVD 29 (??/??/92)  652.259  (m)         2139.95   (f) ADJ UNCH    2 0
 SV0550
 SV0550.Superseded values are not recommended for survey control.
 SV0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0550.See file dsdata.txt to determine how the superseded data were derived.
 SV0550
 SV0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN193734(NAD 83)
 SV0550_MARKER: DD = SURVEY DISK
 SV0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0550_STAMPING: PT 26 1105X39.2 40 FT TO CL
 SV0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0550+STABILITY: SURFACE MOTION
 SV0550
 SV0550  HISTORY     - Date     Condition        Report By
 SV0550  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0550  HISTORY     - 1952     GOOD             NGS
 SV0550  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0550
 SV0550                          STATION DESCRIPTION
 SV0550
 SV0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0550'15.8 MI S FROM COEUR DALENE.
 SV0550'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0550'COEUR DALENE, THENCE 7.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0550'ALTERNATE, 77 FEET SOUTHEAST OF THE CENTER OF A POLE GATE, 53 FEET
 SV0550'SOUTHEAST OF THE CENTER OF THE Y JUNCTION OF A TRACK ROAD LEADING
 SV0550'SOUTHWEST, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT
 SV0550'SOUTH OF A FENCE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 SV0550'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 SV0550
 SV0550                          STATION RECOVERY (1976)
 SV0550
 SV0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0551 ***********************************************************************
 SV0551  DESIGNATION -  HWY 95 STA 1103+00 POC
 SV0551  PID         -  SV0551
 SV0551  STATE/COUNTY-  ID/KOOTENAI
 SV0551  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0551
 SV0551                         *CURRENT SURVEY CONTROL
 SV0551  ___________________________________________________________________
 SV0551* NAD 83(1986)-  47 36 51.     (N)    116 44 33.     (W)     SCALED    
 SV0551* NAVD 88     -       655.475  (meters)    2150.50   (feet)  ADJUSTED  
 SV0551  ___________________________________________________________________
 SV0551  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SV0551  DYNAMIC HT  -         655.491 (meters)    2150.56  (feet)  COMP
 SV0551  MODELED GRAV-     980,615.2   (mgal)                       NAVD 88
 SV0551
 SV0551  VERT ORDER  -  SECOND    CLASS 0
 SV0551
 SV0551.The horizontal coordinates were scaled from a topographic map and have
 SV0551.an estimated accuracy of +/- 6 seconds.
 SV0551
 SV0551.The orthometric height was determined by differential leveling
 SV0551.and adjusted by the National Geodetic Survey in June 1991..
 SV0551
 SV0551.The geoid height was determined by GEOID03.
 SV0551
 SV0551.The dynamic height is computed by dividing the NAVD 88
 SV0551.geopotential number by the normal gravity value computed on the
 SV0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0551.degrees latitude (g = 980.6199 gals.).
 SV0551
 SV0551.The modeled gravity was interpolated from observed gravity values.
 SV0551
 SV0551;                    North         East    Units  Estimated Accuracy
 SV0551;SPC ID W     -   661,350.      725,390.      MT  (+/- 180 meters Scaled)
 SV0551
 SV0551                          SUPERSEDED SURVEY CONTROL
 SV0551
 SV0551  NGVD 29 (??/??/92)  654.351  (m)         2146.82   (f) ADJ UNCH    2 0
 SV0551
 SV0551.Superseded values are not recommended for survey control.
 SV0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0551.See file dsdata.txt to determine how the superseded data were derived.
 SV0551
 SV0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN193734(NAD 83)
 SV0551_MARKER: DD = SURVEY DISK
 SV0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0551_STAMPING: STA 1103X00 POC 40 FT TO CL
 SV0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0551+STABILITY: SURFACE MOTION
 SV0551
 SV0551  HISTORY     - Date     Condition        Report By
 SV0551  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0551  HISTORY     - 1952     GOOD             NGS
 SV0551
 SV0551                          STATION DESCRIPTION
 SV0551
 SV0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0551'15.9 MI S FROM COEUR DALENE.
 SV0551'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0551'COEUR DALENE, THENCE 7.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0551'ALTERNATE, AT THE SOUTHEAST END OF A CUT, 70 1/2 FEET WEST OF A GUY
 SV0551'POLE FOR A POWER LINE, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SV0551'HIGHWAY, 1.5 FEET SOUTHWEST OF A FENCE, 3.3 FEET SOUTH OF A WITNESS
 SV0551'POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SV0551'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0547 ***********************************************************************
 SV0547  DESIGNATION -  HWY 95 STA 1109+50
 SV0547  PID         -  SV0547
 SV0547  STATE/COUNTY-  ID/KOOTENAI
 SV0547  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0547
 SV0547                         *CURRENT SURVEY CONTROL
 SV0547  ___________________________________________________________________
 SV0547* NAD 83(1986)-  47 36 51.     (N)    116 44 28.     (W)     SCALED    
 SV0547* NAVD 88     -       654.818  (meters)    2148.35   (feet)  ADJUSTED  
 SV0547  ___________________________________________________________________
 SV0547  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SV0547  DYNAMIC HT  -         654.833 (meters)    2148.40  (feet)  COMP
 SV0547  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 SV0547
 SV0547  VERT ORDER  -  SECOND    CLASS 0
 SV0547
 SV0547.The horizontal coordinates were scaled from a topographic map and have
 SV0547.an estimated accuracy of +/- 6 seconds.
 SV0547
 SV0547.The orthometric height was determined by differential leveling
 SV0547.and adjusted by the National Geodetic Survey in June 1991..
 SV0547
 SV0547.The geoid height was determined by GEOID03.
 SV0547
 SV0547.The dynamic height is computed by dividing the NAVD 88
 SV0547.geopotential number by the normal gravity value computed on the
 SV0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0547.degrees latitude (g = 980.6199 gals.).
 SV0547
 SV0547.The modeled gravity was interpolated from observed gravity values.
 SV0547
 SV0547;                    North         East    Units  Estimated Accuracy
 SV0547;SPC ID W     -   661,350.      725,490.      MT  (+/- 180 meters Scaled)
 SV0547
 SV0547                          SUPERSEDED SURVEY CONTROL
 SV0547
 SV0547  NGVD 29 (??/??/92)  653.693  (m)         2144.66   (f) ADJ UNCH    2 0
 SV0547
 SV0547.Superseded values are not recommended for survey control.
 SV0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0547.See file dsdata.txt to determine how the superseded data were derived.
 SV0547
 SV0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN194734(NAD 83)
 SV0547_MARKER: DD = SURVEY DISK
 SV0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0547_STAMPING: 1109X50 POT 40 FT TO CL
 SV0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0547+STABILITY: SURFACE MOTION
 SV0547
 SV0547  HISTORY     - Date     Condition        Report By
 SV0547  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0547  HISTORY     - 1952     GOOD             NGS
 SV0547
 SV0547                          STATION DESCRIPTION
 SV0547
 SV0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0547'15.8 MI S FROM COEUR DALENE.
 SV0547'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0547'COEUR DALENE, THENCE 7.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0547'ALTERNATE, 108 FEET NORTHWEST OF THE CENTER OF THE T JUNCTION OF A
 SV0547'GRAVEL ROAD LEADING NORTH TO A GROUP OF BUILDINGS, 54.0 FEET EAST OF
 SV0547'THE SOUTHEAST END OF THE NORTH HEAD WALL OF A CONCRETE BOX CULVERT, 40
 SV0547'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.7 FEET SOUTHWEST
 SV0547'OF A FENCE, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 SV0547'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 SV0547'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0529 ***********************************************************************
 SV0529  DESIGNATION -  HWY 95 STA 1174+46.9
 SV0529  PID         -  SV0529
 SV0529  STATE/COUNTY-  ID/KOOTENAI
 SV0529  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0529
 SV0529                         *CURRENT SURVEY CONTROL
 SV0529  ___________________________________________________________________
 SV0529* NAD 83(1986)-  47 36 20.     (N)    116 42 59.     (W)     SCALED    
 SV0529* NAVD 88     -       708.926  (meters)    2325.87   (feet)  ADJUSTED  
 SV0529  ___________________________________________________________________
 SV0529  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 SV0529  DYNAMIC HT  -         708.934 (meters)    2325.89  (feet)  COMP
 SV0529  MODELED GRAV-     980,600.7   (mgal)                       NAVD 88
 SV0529
 SV0529  VERT ORDER  -  SECOND    CLASS 0
 SV0529
 SV0529.The horizontal coordinates were scaled from a topographic map and have
 SV0529.an estimated accuracy of +/- 6 seconds.
 SV0529
 SV0529.The orthometric height was determined by differential leveling
 SV0529.and adjusted by the National Geodetic Survey in June 1991..
 SV0529
 SV0529.The geoid height was determined by GEOID03.
 SV0529
 SV0529.The dynamic height is computed by dividing the NAVD 88
 SV0529.geopotential number by the normal gravity value computed on the
 SV0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0529.degrees latitude (g = 980.6199 gals.).
 SV0529
 SV0529.The modeled gravity was interpolated from observed gravity values.
 SV0529
 SV0529;                    North         East    Units  Estimated Accuracy
 SV0529;SPC ID W     -   660,370.      727,340.      MT  (+/- 180 meters Scaled)
 SV0529
 SV0529                          SUPERSEDED SURVEY CONTROL
 SV0529
 SV0529  NGVD 29 (??/??/92)  707.791  (m)         2322.14   (f) ADJ UNCH    2 0
 SV0529
 SV0529.Superseded values are not recommended for survey control.
 SV0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0529.See file dsdata.txt to determine how the superseded data were derived.
 SV0529
 SV0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN213725(NAD 83)
 SV0529_MARKER: DD = SURVEY DISK
 SV0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0529_STAMPING: 50 FT TO CL 1174X46.9 P.C.
 SV0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0529+STABILITY: SURFACE MOTION
 SV0529
 SV0529  HISTORY     - Date     Condition        Report By
 SV0529  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0529  HISTORY     - 1952     GOOD             NGS
 SV0529  HISTORY     - 1976     POOR             USGS
 SV0529
 SV0529                          STATION DESCRIPTION
 SV0529
 SV0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0529'14.5 MI SE FROM COEUR DALENE.
 SV0529'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0529'COEUR DALENE, THENCE 5.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0529'ALTERNATE, 57.6 FEET NORTHWEST OF B.M. 1175X00 (D.P.W.), 45 FEET NORTH
 SV0529'OF THE CENTER LINE OF THE HIGHWAY, 7 1/2 FEET NORTH OF THE CENTER OF A
 SV0529'SMALL CREEK BED, 1.1 FEET SOUTH OF A FENCE, ABOUT 4 FEET LOWER THAN
 SV0529'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 SV0529'ABOVE THE GROUND.
 SV0529
 SV0529                          STATION RECOVERY (1976)
 SV0529
 SV0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0529'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0523 ***********************************************************************
 SV0523  DESIGNATION -  HWY 95 STA 1202+36.2
 SV0523  PID         -  SV0523
 SV0523  STATE/COUNTY-  ID/KOOTENAI
 SV0523  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0523
 SV0523                         *CURRENT SURVEY CONTROL
 SV0523  ___________________________________________________________________
 SV0523* NAD 83(1986)-  47 36 33.     (N)    116 42 28.     (W)     SCALED    
 SV0523* NAVD 88     -       748.231  (meters)    2454.82   (feet)  ADJUSTED  
 SV0523  ___________________________________________________________________
 SV0523  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 SV0523  DYNAMIC HT  -         748.241 (meters)    2454.85  (feet)  COMP
 SV0523  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 SV0523
 SV0523  VERT ORDER  -  SECOND    CLASS 0
 SV0523
 SV0523.The horizontal coordinates were scaled from a topographic map and have
 SV0523.an estimated accuracy of +/- 6 seconds.
 SV0523
 SV0523.The orthometric height was determined by differential leveling
 SV0523.and adjusted by the National Geodetic Survey in June 1991..
 SV0523
 SV0523.The geoid height was determined by GEOID03.
 SV0523
 SV0523.The dynamic height is computed by dividing the NAVD 88
 SV0523.geopotential number by the normal gravity value computed on the
 SV0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0523.degrees latitude (g = 980.6199 gals.).
 SV0523
 SV0523.The modeled gravity was interpolated from observed gravity values.
 SV0523
 SV0523;                    North         East    Units  Estimated Accuracy
 SV0523;SPC ID W     -   660,760.      727,990.      MT  (+/- 180 meters Scaled)
 SV0523
 SV0523                          SUPERSEDED SURVEY CONTROL
 SV0523
 SV0523  NGVD 29 (??/??/92)  747.099  (m)         2451.11   (f) ADJ UNCH    2 0
 SV0523
 SV0523.Superseded values are not recommended for survey control.
 SV0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0523.See file dsdata.txt to determine how the superseded data were derived.
 SV0523
 SV0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN219729(NAD 83)
 SV0523_MARKER: DD = SURVEY DISK
 SV0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0523_STAMPING: 40 FT TO CL BK AH 1202X36.2 POT 1204X49.4
 SV0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0523+STABILITY: SURFACE MOTION
 SV0523
 SV0523  HISTORY     - Date     Condition        Report By
 SV0523  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0523  HISTORY     - 1952     GOOD             NGS
 SV0523
 SV0523                          STATION DESCRIPTION
 SV0523
 SV0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0523'13.8 MI SE FROM COEUR DALENE.
 SV0523'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0523'COEUR DALENE, THENCE 5.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0523'ALTERNATE, 0.5 MILE WEST OF A DIRT ROAD LEADING SOUTHEAST, 88 FEET
 SV0523'NORTH OF AND ACROSS THE HIGHWAY FROM B.M. 1202X86.2, 42 FEET NORTH OF
 SV0523'THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTHEAST OF THE CENTER LINE
 SV0523'OF A DIM TRACK ROAD LEADING NORTHWEST INTO A FIELD, 3.4 FEET NORTH OF
 SV0523'A WOODEN POST PROJECTING 3 FEET ABOVE THE GROUND AND MARKED FAP 29 NRH
 SV0523'29F, 1.6 FEET NORTH OF A FENCE, ABOUT 5 FEET LOWER THAN THE HIGHWAY,
 SV0523'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 SV0523'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0522 ***********************************************************************
 SV0522  DESIGNATION -  HWY 95 STA 1202+86.2
 SV0522  PID         -  SV0522
 SV0522  STATE/COUNTY-  ID/KOOTENAI
 SV0522  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0522
 SV0522                         *CURRENT SURVEY CONTROL
 SV0522  ___________________________________________________________________
 SV0522* NAD 83(1986)-  47 36 33.     (N)    116 42 28.     (W)     SCALED    
 SV0522* NAVD 88     -       752.722  (meters)    2469.56   (feet)  ADJUSTED  
 SV0522  ___________________________________________________________________
 SV0522  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 SV0522  DYNAMIC HT  -         752.732 (meters)    2469.59  (feet)  COMP
 SV0522  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 SV0522
 SV0522  VERT ORDER  -  SECOND    CLASS 0
 SV0522
 SV0522.The horizontal coordinates were scaled from a topographic map and have
 SV0522.an estimated accuracy of +/- 6 seconds.
 SV0522
 SV0522.The orthometric height was determined by differential leveling
 SV0522.and adjusted by the National Geodetic Survey in June 1991..
 SV0522
 SV0522.The geoid height was determined by GEOID03.
 SV0522
 SV0522.The dynamic height is computed by dividing the NAVD 88
 SV0522.geopotential number by the normal gravity value computed on the
 SV0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0522.degrees latitude (g = 980.6199 gals.).
 SV0522
 SV0522.The modeled gravity was interpolated from observed gravity values.
 SV0522
 SV0522;                    North         East    Units  Estimated Accuracy
 SV0522;SPC ID W     -   660,760.      727,990.      MT  (+/- 180 meters Scaled)
 SV0522
 SV0522                          SUPERSEDED SURVEY CONTROL
 SV0522
 SV0522  NGVD 29 (??/??/92)  751.591  (m)         2465.84   (f) ADJ UNCH    2 0
 SV0522
 SV0522.Superseded values are not recommended for survey control.
 SV0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0522.See file dsdata.txt to determine how the superseded data were derived.
 SV0522
 SV0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN219729(NAD 83)
 SV0522_MARKER: DD = SURVEY DISK
 SV0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0522_STAMPING: 40 FT TO CL 1202X86.2 BK 1204X494 AH POT
 SV0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0522+STABILITY: SURFACE MOTION
 SV0522
 SV0522  HISTORY     - Date     Condition        Report By
 SV0522  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0522  HISTORY     - 1952     GOOD             NGS
 SV0522
 SV0522                          STATION DESCRIPTION
 SV0522
 SV0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0522'13.8 MI SE FROM COEUR DALENE.
 SV0522'8.8 MILES EAST ALONG U. S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0522'COEUR DALENE, THENCE 5.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 95
 SV0522'ALTERNATE, 0.5 MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING
 SV0522'SOUTHEAST, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET
 SV0522'SOUTHEAST OF A CONCRETE POST PROJECTING 3 FEET ABOVE THE GROUND MARKED
 SV0522'MRH 29 F, ABOUT 5 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 SV0522'OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0042 ***********************************************************************
 QB0042  DESIGNATION -  HWY 95 STA 140+12.7 RESET
 QB0042  PID         -  QB0042
 QB0042  STATE/COUNTY-  ID/ADAMS
 QB0042  USGS QUAD   -  INDIAN VALLEY (1986)
 QB0042
 QB0042                         *CURRENT SURVEY CONTROL
 QB0042  ___________________________________________________________________
 QB0042* NAD 83(1986)-  44 35 48.     (N)    116 28 53.     (W)     SCALED    
 QB0042* NAVD 88     -       864.379  (meters)    2835.88   (feet)  ADJUSTED  
 QB0042  ___________________________________________________________________
 QB0042  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 QB0042  DYNAMIC HT  -         864.121 (meters)    2835.04  (feet)  COMP
 QB0042  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 QB0042
 QB0042  VERT ORDER  -  FIRST     CLASS II
 QB0042
 QB0042.The horizontal coordinates were scaled from a topographic map and have
 QB0042.an estimated accuracy of +/- 6 seconds.
 QB0042
 QB0042.The orthometric height was determined by differential leveling
 QB0042.and adjusted by the National Geodetic Survey in June 1991..
 QB0042
 QB0042.The geoid height was determined by GEOID03.
 QB0042
 QB0042.The dynamic height is computed by dividing the NAVD 88
 QB0042.geopotential number by the normal gravity value computed on the
 QB0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0042.degrees latitude (g = 980.6199 gals.).
 QB0042
 QB0042.The modeled gravity was interpolated from observed gravity values.
 QB0042
 QB0042;                    North         East    Units  Estimated Accuracy
 QB0042;SPC ID W     -   325,750.      741,930.      MT  (+/- 180 meters Scaled)
 QB0042
 QB0042                          SUPERSEDED SURVEY CONTROL
 QB0042
 QB0042.No superseded survey control is available for this station.
 QB0042
 QB0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK411382(NAD 83)
 QB0042_MARKER: DB = BENCH MARK DISK
 QB0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0042_SP_SET: BRIDGE
 QB0042_STAMPING: 140+12.7 I.D.P.W. RESET 1974
 QB0042_MARK LOGO: NGS   
 QB0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0042
 QB0042  HISTORY     - Date     Condition        Report By
 QB0042  HISTORY     - 1974     MONUMENTED       NGS
 QB0042  HISTORY     - 1983     GOOD             NGS
 QB0042
 QB0042                          STATION DESCRIPTION
 QB0042
 QB0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 QB0042'10.5 MI E FROM CAMBRIDGE.
 QB0042'REACHED FROM THE CAMBRIDGE RAILROAD STATION GO EAST ON U.S. HIGHWAY 95
 QB0042'FOR 10.4 MILES TO THE ALPINE STORE, CONTINUE EAST ON THE HIGHWAY FOR
 QB0042'0.05 MILE TO A MACADAM ROAD RIGHT, AND THE BENCH MARK ON THE RIGHT,
 QB0042'125 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 95, 15 FEET EAST OF THE
 QB0042'CENTER OF THE COUNTY ROAD, 7 FEET NORTHWEST OF THE SOUTHEAST END OF
 QB0042'THE WING WALL, AND 2.5 FEET LOWER THAN THE COUNTY ROAD CEMENTED IN A
 QB0042'DRILL HOLE IN THE SOUTHEAST CONCRETE WING WALL OF THE BRIDGE OVER
 QB0042'GRAYS CREEK.
 QB0042
 QB0042                          STATION RECOVERY (1983)
 QB0042
 QB0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0042'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.9 KM
 QB0042'(10.55 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0042'71 IN CAMBRIDGE, 0.2 KM (0.1 MI) WEST OF MILEPOST 124, IN TOP OF AND
 QB0042'2.1 METERS (7.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST
 QB0042'WINGWALL OF THE INDIAN VALLEY ROAD BRIDGE OVER GRAYS CREEK,
 QB0042'38.1 METERS (125 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.5
 QB0042'METERS (15 FT) EAST OF THE CENTER OF THE ROAD, 0.1 METER (0.3 FT) WEST
 QB0042'OF A 3-INCH CABLE PIPE CROSSING THE CREEK.
 QB0042'THE MARK IS 0.7 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0511 ***********************************************************************
 SV0511  DESIGNATION -  HWY 95 STA 1475+091
 SV0511  PID         -  SV0511
 SV0511  STATE/COUNTY-  ID/KOOTENAI
 SV0511  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV0511
 SV0511                         *CURRENT SURVEY CONTROL
 SV0511  ___________________________________________________________________
 SV0511* NAD 83(1986)-  47 37 21.     (N)    116 38 56.     (W)     SCALED    
 SV0511* NAVD 88     -       652.199  (meters)    2139.76   (feet)  ADJUSTED  
 SV0511  ___________________________________________________________________
 SV0511  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 SV0511  DYNAMIC HT  -         652.216 (meters)    2139.81  (feet)  COMP
 SV0511  MODELED GRAV-     980,619.1   (mgal)                       NAVD 88
 SV0511
 SV0511  VERT ORDER  -  SECOND    CLASS 0
 SV0511
 SV0511.The horizontal coordinates were scaled from a topographic map and have
 SV0511.an estimated accuracy of +/- 6 seconds.
 SV0511
 SV0511.The orthometric height was determined by differential leveling
 SV0511.and adjusted by the National Geodetic Survey in June 1991..
 SV0511
 SV0511.The geoid height was determined by GEOID03.
 SV0511
 SV0511.The dynamic height is computed by dividing the NAVD 88
 SV0511.geopotential number by the normal gravity value computed on the
 SV0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0511.degrees latitude (g = 980.6199 gals.).
 SV0511
 SV0511.The modeled gravity was interpolated from observed gravity values.
 SV0511
 SV0511;                    North         East    Units  Estimated Accuracy
 SV0511;SPC ID W     -   662,190.      732,440.      MT  (+/- 180 meters Scaled)
 SV0511
 SV0511                          SUPERSEDED SURVEY CONTROL
 SV0511
 SV0511  NGVD 29 (??/??/92)  651.069  (m)         2136.05   (f) ADJ UNCH    2 0
 SV0511
 SV0511.Superseded values are not recommended for survey control.
 SV0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0511.See file dsdata.txt to determine how the superseded data were derived.
 SV0511
 SV0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN263744(NAD 83)
 SV0511_MARKER: DD = SURVEY DISK
 SV0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0511_STAMPING: P.T. 130 L.T. 1475+091 20 FT.
 SV0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0511+STABILITY: SURFACE MOTION
 SV0511
 SV0511  HISTORY     - Date     Condition        Report By
 SV0511  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0511  HISTORY     - 1952     GOOD             NGS
 SV0511  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0511
 SV0511                          STATION DESCRIPTION
 SV0511
 SV0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0511'8.8 MI E FROM COEUR DALENE.
 SV0511'8.8 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE COUNTY COURTHOUSE AT
 SV0511'COEUR DALENE, THENCE ABOUT 89 YARDS SOUTH ALONG U.S. HIGHWAY 95
 SV0511'ALTERNATE, 18.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 7.3 FEET
 SV0511'SOUTHEAST OF THE 5TH GUARD RAIL POST FROM THE NORTH END, 6.0 FEET
 SV0511'NORTHEAST OF THE 6TH GUARD RAIL POST FROM THE NORTH END, ABOUT LEVEL
 SV0511'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 SV0511'FOOT ABOVE THE GROUND.
 SV0511
 SV0511                          STATION RECOVERY (1976)
 SV0511
 SV0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0733 ***********************************************************************
 OH0733  DESIGNATION -  HWY 95 STA 184+00
 OH0733  PID         -  OH0733
 OH0733  STATE/COUNTY-  ID/OWYHEE
 OH0733  USGS QUAD   -  MARSING (1971)
 OH0733
 OH0733                         *CURRENT SURVEY CONTROL
 OH0733  ___________________________________________________________________
 OH0733* NAD 83(1986)-  43 32 42.     (N)    116 52 17.     (W)     SCALED    
 OH0733* NAVD 88     -       708.527  (meters)    2324.56   (feet)  ADJUSTED  
 OH0733  ___________________________________________________________________
 OH0733  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 OH0733  DYNAMIC HT  -         708.270 (meters)    2323.72  (feet)  COMP
 OH0733  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 OH0733
 OH0733  VERT ORDER  -  SECOND    CLASS 0
 OH0733
 OH0733.The horizontal coordinates were scaled from a topographic map and have
 OH0733.an estimated accuracy of +/- 6 seconds.
 OH0733
 OH0733.The orthometric height was determined by differential leveling
 OH0733.and adjusted by the National Geodetic Survey in June 1991..
 OH0733
 OH0733.The geoid height was determined by GEOID03.
 OH0733
 OH0733.The dynamic height is computed by dividing the NAVD 88
 OH0733.geopotential number by the normal gravity value computed on the
 OH0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0733.degrees latitude (g = 980.6199 gals.).
 OH0733
 OH0733.The modeled gravity was interpolated from observed gravity values.
 OH0733
 OH0733;                    North         East    Units  Estimated Accuracy
 OH0733;SPC ID W     -   209,250.      709,380.      MT  (+/- 180 meters Scaled)
 OH0733
 OH0733                          SUPERSEDED SURVEY CONTROL
 OH0733
 OH0733  NGVD 29 (??/??/92)  707.579  (m)         2321.45   (f) ADJ UNCH    2 0
 OH0733
 OH0733.Superseded values are not recommended for survey control.
 OH0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0733.See file dsdata.txt to determine how the superseded data were derived.
 OH0733
 OH0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ103213(NAD 83)
 OH0733_MARKER: DD = SURVEY DISK
 OH0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0733_STAMPING: 184+00 33.0 RIGHT OF WAY 33
 OH0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0733+STABILITY: SURFACE MOTION
 OH0733
 OH0733  HISTORY     - Date     Condition        Report By
 OH0733  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0733  HISTORY     - 1951     GOOD             NGS
 OH0733  HISTORY     - 20051209 MARK NOT FOUND   YERION
 OH0733
 OH0733                          STATION DESCRIPTION
 OH0733
 OH0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0733'3.5 MI W FROM MARSING.
 OH0733'3.5 MILES WEST ALONG U. S. HIGHWAYS 20 AND 95 FROM THE U.P. AND
 OH0733'O.S.L.R.R. STATION IN MARSING, AT THE INTERSECTION OF HIGHWAY 95 AND
 OH0733'GRAVEL ROADS LEADING NORTH AND SOUTH, 44 1/2 FEET SOUTHWEST OF THE
 OH0733'INTERSECTION OF THE ROADS, 33 FEET SOUTH OF THE CENTER LINE OF THE
 OH0733'HIGHWAYS, 28 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 OH0733'SOUTH, 17.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH
 OH0733'CONCRETE CULVERT HEADWALL, 6 FEET WEST OF THE FENCE CORNER POST, 7
 OH0733'FEET EAST OF THE CENTER OF AN IRRIGATION DITCH, 2.1 FEET EAST OF THE
 OH0733'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 OH0733'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OH0733
 OH0733                          STATION RECOVERY (2005)
 OH0733
 OH0733'RECOVERY NOTE BY GEORGE YERION 2005 (GY)
 OH0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0035 ***********************************************************************
 QB0035  DESIGNATION -  HWY 95 STA 237+47.8
 QB0035  PID         -  QB0035
 QB0035  STATE/COUNTY-  ID/ADAMS
 QB0035  USGS QUAD   -  INDIAN VALLEY (1986)
 QB0035
 QB0035                         *CURRENT SURVEY CONTROL
 QB0035  ___________________________________________________________________
 QB0035* NAD 83(1986)-  44 36 16.     (N)    116 26 54.     (W)     SCALED    
 QB0035* NAVD 88     -       895.605  (meters)    2938.33   (feet)  ADJUSTED  
 QB0035  ___________________________________________________________________
 QB0035  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 QB0035  DYNAMIC HT  -         895.330 (meters)    2937.43  (feet)  COMP
 QB0035  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 QB0035
 QB0035  VERT ORDER  -  FIRST     CLASS II
 QB0035
 QB0035.The horizontal coordinates were scaled from a topographic map and have
 QB0035.an estimated accuracy of +/- 6 seconds.
 QB0035
 QB0035.The orthometric height was determined by differential leveling
 QB0035.and adjusted by the National Geodetic Survey in June 1991..
 QB0035
 QB0035.The geoid height was determined by GEOID03.
 QB0035
 QB0035.The dynamic height is computed by dividing the NAVD 88
 QB0035.geopotential number by the normal gravity value computed on the
 QB0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0035.degrees latitude (g = 980.6199 gals.).
 QB0035
 QB0035.The modeled gravity was interpolated from observed gravity values.
 QB0035
 QB0035;                    North         East    Units  Estimated Accuracy
 QB0035;SPC ID W     -   326,590.      744,570.      MT  (+/- 180 meters Scaled)
 QB0035
 QB0035                          SUPERSEDED SURVEY CONTROL
 QB0035
 QB0035.No superseded survey control is available for this station.
 QB0035
 QB0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK437391(NAD 83)
 QB0035_MARKER: DD = SURVEY DISK
 QB0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0035_STAMPING: STA 237+47.8 40
 QB0035_MARK LOGO: IDPWD 
 QB0035_PROJECTION: PROJECTING 10 CENTIMETERS
 QB0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0035+STABILITY: SURFACE MOTION
 QB0035
 QB0035  HISTORY     - Date     Condition        Report By
 QB0035  HISTORY     - UNK      MONUMENTED       IDPWD
 QB0035  HISTORY     - 1967     GOOD             NGS
 QB0035  HISTORY     - 1983     GOOD             NGS
 QB0035
 QB0035                          STATION DESCRIPTION
 QB0035
 QB0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0035'10.1 MI S FROM COUNCIL.
 QB0035'10.1 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 QB0035'COUNCIL, 0.15 MILE SOUTH OF MILE POST NO. 130, 67 FEET WEST AND ACROSS
 QB0035'THE HIGHWAY FROM F.A.P. 104-C CONCRETE POST, 65 FEET EAST OF A
 QB0035'NORTH-SOUTH FENCE LINE, 41 FEET WEST OF THE CENTER LINE OF THE
 QB0035'HIGHWAY, 28 FEET NORTHWEST OF THE WEST END OF A CORRUGATED STEEL
 QB0035'CULVERT UNDER THE HIGHWAY AND 4 FEET BELOW THE LEVEL OF THE HIGHWAY
 QB0035'SET IN A 5-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 QB0035
 QB0035                          STATION RECOVERY (1983)
 QB0035
 QB0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0035'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.3 KM
 QB0035'(8.9 MI) SOUTH ALONG US HIGHWAY 95 FROM THE HIGH SCHOOL IN COUNCIL,
 QB0035'0.6 KM (0.4 MI) SOUTH OF MILEPOST 126 AND THE T-JUNCTION OF THE OLD
 QB0035'HIGHWAY LEADING NORTH TO MESA, 46 METERS (151 FT) NORTHWEST ACROSS THE
 QB0035'OLD HIGHWAY FROM THE CENTERLINE OF THE HIGHWAY, 20.4 METERS (67 FT)
 QB0035'WEST ACROSS THE OLD HIGHWAY FROM A WHITE F.A.P. CONCRETE POST,
 QB0035'12.2 METERS (40 FT) WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 8.5
 QB0035'METERS (28 FT) NORTH OF THE WEST END OF AN 18-INCH PIPE CULVERT, 0.9
 QB0035'METER (3 FT) BELOW THE OLD HIGHWAY.
 QB0035'THE MARK IS 0.1 METERS  E FROM A WITNESS POST.
 QB0035'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0405 ***********************************************************************
 SV0405  DESIGNATION -  HWY 95 STA 243+04.8
 SV0405  PID         -  SV0405
 SV0405  STATE/COUNTY-  ID/KOOTENAI
 SV0405  USGS QUAD   -  HAYDEN (1996)
 SV0405
 SV0405                         *CURRENT SURVEY CONTROL
 SV0405  ___________________________________________________________________
 SV0405* NAD 83(1986)-  47 45 59.     (N)    116 47 12.     (W)     SCALED    
 SV0405* NAVD 88     -       697.139  (meters)    2287.20   (feet)  ADJUSTED  
 SV0405  ___________________________________________________________________
 SV0405  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 SV0405  DYNAMIC HT  -         697.163 (meters)    2287.28  (feet)  COMP
 SV0405  MODELED GRAV-     980,624.0   (mgal)                       NAVD 88
 SV0405
 SV0405  VERT ORDER  -  SECOND    CLASS 0
 SV0405
 SV0405.The horizontal coordinates were scaled from a topographic map and have
 SV0405.an estimated accuracy of +/- 6 seconds.
 SV0405
 SV0405.The orthometric height was determined by differential leveling
 SV0405.and adjusted by the National Geodetic Survey in June 1991..
 SV0405
 SV0405.The geoid height was determined by GEOID03.
 SV0405
 SV0405.The dynamic height is computed by dividing the NAVD 88
 SV0405.geopotential number by the normal gravity value computed on the
 SV0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0405.degrees latitude (g = 980.6199 gals.).
 SV0405
 SV0405.The modeled gravity was interpolated from observed gravity values.
 SV0405
 SV0405;                    North         East    Units  Estimated Accuracy
 SV0405;SPC ID W     -   678,320.      722,300.      MT  (+/- 180 meters Scaled)
 SV0405
 SV0405                          SUPERSEDED SURVEY CONTROL
 SV0405
 SV0405  NGVD 29 (??/??/92)  695.971  (m)         2283.36   (f) ADJ UNCH    2 0
 SV0405
 SV0405.Superseded values are not recommended for survey control.
 SV0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0405.See file dsdata.txt to determine how the superseded data were derived.
 SV0405
 SV0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN159903(NAD 83)
 SV0405_MARKER: DD = SURVEY DISK
 SV0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0405_STAMPING: 243+04.8 35 FT
 SV0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0405+STABILITY: SURFACE MOTION
 SV0405
 SV0405  HISTORY     - Date     Condition        Report By
 SV0405  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0405  HISTORY     - 1935     GOOD             NGS
 SV0405
 SV0405                          STATION DESCRIPTION
 SV0405
 SV0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0405'0.5 MI N FROM HAYDEN LAKE.
 SV0405'0.5 MILE NORTH ALONG U.S. HIGHWAY 95 FROM HAYDEN LAKE, KOOTENAI
 SV0405'COUNTY, 66.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SERVICE
 SV0405'STATION AND GENERAL STORE, AT THE INTERSECTION OF A GRAVEL ROAD
 SV0405'LEADING TO HAYDEN LAKE, 35.8 FEET WEST OF THE CENTERLINE OF THE
 SV0405'HIGHWAY, 23 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 7 FEET
 SV0405'SOUTHEAST OF THE SOUTHEAST CORNER OF A PASTURE, 2.8 FEET NORTHWEST OF
 SV0405'A POWER POLE, AND ON THE SOUTH EDGE OF A DRAINAGE DITCH.  AN IDAHO
 SV0405'DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED 243+04.8 35 FT AND
 SV0405'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0730 ***********************************************************************
 OH0730  DESIGNATION -  HWY 95 STA 245+03.3 PC
 OH0730  PID         -  OH0730
 OH0730  STATE/COUNTY-  ID/OWYHEE
 OH0730  USGS QUAD   -  HOMEDALE (1971)
 OH0730
 OH0730                         *CURRENT SURVEY CONTROL
 OH0730  ___________________________________________________________________
 OH0730* NAD 83(1986)-  43 32 54.     (N)    116 53 28.     (W)     SCALED    
 OH0730* NAVD 88     -       707.261  (meters)    2320.41   (feet)  ADJUSTED  
 OH0730  ___________________________________________________________________
 OH0730  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 OH0730  DYNAMIC HT  -         707.005 (meters)    2319.57  (feet)  COMP
 OH0730  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 OH0730
 OH0730  VERT ORDER  -  SECOND    CLASS 0
 OH0730
 OH0730.The horizontal coordinates were scaled from a topographic map and have
 OH0730.an estimated accuracy of +/- 6 seconds.
 OH0730
 OH0730.The orthometric height was determined by differential leveling
 OH0730.and adjusted by the National Geodetic Survey in June 1991..
 OH0730
 OH0730.The geoid height was determined by GEOID03.
 OH0730
 OH0730.The dynamic height is computed by dividing the NAVD 88
 OH0730.geopotential number by the normal gravity value computed on the
 OH0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0730.degrees latitude (g = 980.6199 gals.).
 OH0730
 OH0730.The modeled gravity was interpolated from observed gravity values.
 OH0730
 OH0730;                    North         East    Units  Estimated Accuracy
 OH0730;SPC ID W     -   209,640.      707,790.      MT  (+/- 180 meters Scaled)
 OH0730
 OH0730                          SUPERSEDED SURVEY CONTROL
 OH0730
 OH0730  NGVD 29 (??/??/92)  706.312  (m)         2317.29   (f) ADJ UNCH    2 0
 OH0730
 OH0730.Superseded values are not recommended for survey control.
 OH0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0730.See file dsdata.txt to determine how the superseded data were derived.
 OH0730
 OH0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ087217(NAD 83)
 OH0730_MARKER: DD = SURVEY DISK
 OH0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0730_STAMPING: P.C.245+03.3 RIGHT OF WAY 33
 OH0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0730+STABILITY: SURFACE MOTION
 OH0730
 OH0730  HISTORY     - Date     Condition        Report By
 OH0730  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0730  HISTORY     - 1951     GOOD             NGS
 OH0730
 OH0730                          STATION DESCRIPTION
 OH0730
 OH0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0730'4.7 MI W FROM MARSING.
 OH0730'4.7 MILES WEST ALONG U. S. HIGHWAYS 20 AND 95 FROM THE U.P. AND
 OH0730'O.S.L.R.R. STATION IN MARSING, AT Y JUNCTION OF HIGHWAY 95 AND GRAVEL
 OH0730'ROAD, 317.7 FEET SOUTH ACROSS THE HIGHWAY FROM THE U.S.C. AND GS AND
 OH0730'S. S. BM D34115 65.7 FEET WEST ACROSS HIGHWAY FROM THE S.I.D.P.W.
 OH0730'MARK, 32 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET EAST
 OH0730'OF THE WEST EDGE OF THE EAST BANK OF AN IRRIGATION CANAL, 1 FOOT EAST
 OH0730'OF THE WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 OH0730'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0401 ***********************************************************************
 SV0401  DESIGNATION -  HWY 95 STA 268+80.4
 SV0401  PID         -  SV0401
 SV0401  STATE/COUNTY-  ID/KOOTENAI
 SV0401  USGS QUAD   -  HAYDEN (1996)
 SV0401
 SV0401                         *CURRENT SURVEY CONTROL
 SV0401  ___________________________________________________________________
 SV0401* NAD 83(1986)-  47 46 26.     (N)    116 47 10.     (W)     SCALED    
 SV0401* NAVD 88     -       703.443  (meters)    2307.88   (feet)  ADJUSTED  
 SV0401  ___________________________________________________________________
 SV0401  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 SV0401  DYNAMIC HT  -         703.467 (meters)    2307.96  (feet)  COMP
 SV0401  MODELED GRAV-     980,623.3   (mgal)                       NAVD 88
 SV0401
 SV0401  VERT ORDER  -  SECOND    CLASS 0
 SV0401
 SV0401.The horizontal coordinates were scaled from a topographic map and have
 SV0401.an estimated accuracy of +/- 6 seconds.
 SV0401
 SV0401.The orthometric height was determined by differential leveling
 SV0401.and adjusted by the National Geodetic Survey in June 1991..
 SV0401
 SV0401.The geoid height was determined by GEOID03.
 SV0401
 SV0401.The dynamic height is computed by dividing the NAVD 88
 SV0401.geopotential number by the normal gravity value computed on the
 SV0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0401.degrees latitude (g = 980.6199 gals.).
 SV0401
 SV0401.The modeled gravity was interpolated from observed gravity values.
 SV0401
 SV0401;                    North         East    Units  Estimated Accuracy
 SV0401;SPC ID W     -   679,150.      722,350.      MT  (+/- 180 meters Scaled)
 SV0401
 SV0401                          SUPERSEDED SURVEY CONTROL
 SV0401
 SV0401  NGVD 29 (??/??/92)  702.272  (m)         2304.04   (f) ADJ UNCH    2 0
 SV0401
 SV0401.Superseded values are not recommended for survey control.
 SV0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0401.See file dsdata.txt to determine how the superseded data were derived.
 SV0401
 SV0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN160911(NAD 83)
 SV0401_MARKER: DD = SURVEY DISK
 SV0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0401_STAMPING: 268+80.4 45 FT
 SV0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0401+STABILITY: SURFACE MOTION
 SV0401
 SV0401  HISTORY     - Date     Condition        Report By
 SV0401  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0401  HISTORY     - 1935     GOOD             NGS
 SV0401
 SV0401                          STATION DESCRIPTION
 SV0401
 SV0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SV0401'1 MI N FROM HAYDEN LAKE.
 SV0401'1.0 MILE NORTH ALONG U.S. HIGHWAY 95 FROM HAYDEN LAKE, KOOTENAI
 SV0401'COUNTY, AT THE INTERSECTION OF THE AIRPORT ROAD, 45 FEET EAST OF THE
 SV0401'CENTERLINE OF THE HIGHWAY, 41 FEET SOUTH OF THE CENTERLINE OF THE
 SV0401'GRAVEL ROAD, 29.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 SV0401'WHITE HOUSE, 23 FEET SOUTHEAST OF THE EAST END OF A WHITE SIGN SHOWING
 SV0401'THE DIRECTION TO COEUR DALENE AIR TERMINAL, AND ABOUT 1 FOOT LOWER
 SV0401'THAN THE HIGHWAY.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK,
 SV0401'STAMPED 268+80.4 45 FT AND SET IN THE TOP OF A CONCRETE POST
 SV0401'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0558 ***********************************************************************
 SV0558  DESIGNATION -  HWY 95 STA 27
 SV0558  PID         -  SV0558
 SV0558  STATE/COUNTY-  ID/KOOTENAI
 SV0558  USGS QUAD   -  MICA BAY (1996)
 SV0558
 SV0558                         *CURRENT SURVEY CONTROL
 SV0558  ___________________________________________________________________
 SV0558* NAD 83(1986)-  47 35 23.     (N)    116 47 47.     (W)     SCALED    
 SV0558* NAVD 88     -       667.485  (meters)    2189.91   (feet)  ADJUSTED  
 SV0558  ___________________________________________________________________
 SV0558  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 SV0558  DYNAMIC HT  -         667.509 (meters)    2189.99  (feet)  COMP
 SV0558  MODELED GRAV-     980,627.3   (mgal)                       NAVD 88
 SV0558
 SV0558  VERT ORDER  -  SECOND    CLASS 0
 SV0558
 SV0558.The horizontal coordinates were scaled from a topographic map and have
 SV0558.an estimated accuracy of +/- 6 seconds.
 SV0558
 SV0558.The orthometric height was determined by differential leveling
 SV0558.and adjusted by the National Geodetic Survey in June 1991..
 SV0558
 SV0558.The geoid height was determined by GEOID03.
 SV0558
 SV0558.The dynamic height is computed by dividing the NAVD 88
 SV0558.geopotential number by the normal gravity value computed on the
 SV0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0558.degrees latitude (g = 980.6199 gals.).
 SV0558
 SV0558.The modeled gravity was interpolated from observed gravity values.
 SV0558
 SV0558;                    North         East    Units  Estimated Accuracy
 SV0558;SPC ID W     -   658,680.      721,300.      MT  (+/- 180 meters Scaled)
 SV0558
 SV0558                          SUPERSEDED SURVEY CONTROL
 SV0558
 SV0558  NGVD 29 (??/??/92)  666.369  (m)         2186.25   (f) ADJ UNCH    2 0
 SV0558
 SV0558.Superseded values are not recommended for survey control.
 SV0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0558.See file dsdata.txt to determine how the superseded data were derived.
 SV0558
 SV0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN153707(NAD 83)
 SV0558_MARKER: DD = SURVEY DISK
 SV0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0558_STAMPING: 27
 SV0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0558+STABILITY: SURFACE MOTION
 SV0558
 SV0558  HISTORY     - Date     Condition        Report By
 SV0558  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0558  HISTORY     - 1952     GOOD             NGS
 SV0558
 SV0558                          STATION DESCRIPTION
 SV0558
 SV0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0558'15.3 MI NW FROM HARRISON.
 SV0558'15.3 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0558'OFFICE AT HARRISON, 0.2 MILE SOUTHEAST OF DRIFTWOOD POINT, AT THE
 SV0558'NORTHWEST END OF A SHARP CURVE, 35 FEET NORTHEAST OF THE CENTER LINE
 SV0558'OF THE HIGHWAY, 11.0 FEET NORTHEAST OF A WHITE WOODEN POST PAINTED FAP
 SV0558'29A FAP 29D, ABOUT 8 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 SV0558'OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0557 ***********************************************************************
 SV0557  DESIGNATION -  HWY 95 STA 28
 SV0557  PID         -  SV0557
 SV0557  STATE/COUNTY-  ID/KOOTENAI
 SV0557  USGS QUAD   -  MICA BAY (1996)
 SV0557
 SV0557                         *CURRENT SURVEY CONTROL
 SV0557  ___________________________________________________________________
 SV0557* NAD 83(1986)-  47 35 23.     (N)    116 47 47.     (W)     SCALED    
 SV0557* NAVD 88     -       667.254  (meters)    2189.15   (feet)  ADJUSTED  
 SV0557  ___________________________________________________________________
 SV0557  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 SV0557  DYNAMIC HT  -         667.278 (meters)    2189.23  (feet)  COMP
 SV0557  MODELED GRAV-     980,627.3   (mgal)                       NAVD 88
 SV0557
 SV0557  VERT ORDER  -  SECOND    CLASS 0
 SV0557
 SV0557.The horizontal coordinates were scaled from a topographic map and have
 SV0557.an estimated accuracy of +/- 6 seconds.
 SV0557
 SV0557.The orthometric height was determined by differential leveling
 SV0557.and adjusted by the National Geodetic Survey in June 1991..
 SV0557
 SV0557.The geoid height was determined by GEOID03.
 SV0557
 SV0557.The dynamic height is computed by dividing the NAVD 88
 SV0557.geopotential number by the normal gravity value computed on the
 SV0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0557.degrees latitude (g = 980.6199 gals.).
 SV0557
 SV0557.The modeled gravity was interpolated from observed gravity values.
 SV0557
 SV0557;                    North         East    Units  Estimated Accuracy
 SV0557;SPC ID W     -   658,680.      721,300.      MT  (+/- 180 meters Scaled)
 SV0557
 SV0557                          SUPERSEDED SURVEY CONTROL
 SV0557
 SV0557  NGVD 29 (??/??/92)  666.137  (m)         2185.48   (f) ADJ UNCH    2 0
 SV0557
 SV0557.Superseded values are not recommended for survey control.
 SV0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0557.See file dsdata.txt to determine how the superseded data were derived.
 SV0557
 SV0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN153707(NAD 83)
 SV0557_MARKER: DD = SURVEY DISK
 SV0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0557_STAMPING: 28
 SV0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0557+STABILITY: SURFACE MOTION
 SV0557
 SV0557  HISTORY     - Date     Condition        Report By
 SV0557  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0557  HISTORY     - 1952     GOOD             NGS
 SV0557
 SV0557                          STATION DESCRIPTION
 SV0557
 SV0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0557'15.3 MI NW FROM HARRISON.
 SV0557'15.3 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0557'OFFICE AT HARRISON, 0.2 MILE SOUTHEAST OF DRIFTWOOD POINT, 49 FEET
 SV0557'EAST OF B.M. 27 (D.P.W.), 46 FEET NORTH OF THE WEST POST OF A GUARD
 SV0557'RAIL, 34 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET
 SV0557'NORTHWEST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND
 SV0557'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FOOT ABOVE THE
 SV0557'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0560 ***********************************************************************
 SV0560  DESIGNATION -  HWY 95 STA 29
 SV0560  PID         -  SV0560
 SV0560  STATE/COUNTY-  ID/KOOTENAI
 SV0560  USGS QUAD   -  MICA BAY (1996)
 SV0560
 SV0560                         *CURRENT SURVEY CONTROL
 SV0560  ___________________________________________________________________
 SV0560* NAD 83(1986)-  47 34 51.     (N)    116 47 25.     (W)     SCALED    
 SV0560* NAVD 88     -       664.587  (meters)    2180.40   (feet)  ADJUSTED  
 SV0560  ___________________________________________________________________
 SV0560  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SV0560  DYNAMIC HT  -         664.610 (meters)    2180.47  (feet)  COMP
 SV0560  MODELED GRAV-     980,624.9   (mgal)                       NAVD 88
 SV0560
 SV0560  VERT ORDER  -  SECOND    CLASS 0
 SV0560
 SV0560.The horizontal coordinates were scaled from a topographic map and have
 SV0560.an estimated accuracy of +/- 6 seconds.
 SV0560
 SV0560.The orthometric height was determined by differential leveling
 SV0560.and adjusted by the National Geodetic Survey in June 1991..
 SV0560
 SV0560.The geoid height was determined by GEOID03.
 SV0560
 SV0560.The dynamic height is computed by dividing the NAVD 88
 SV0560.geopotential number by the normal gravity value computed on the
 SV0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0560.degrees latitude (g = 980.6199 gals.).
 SV0560
 SV0560.The modeled gravity was interpolated from observed gravity values.
 SV0560
 SV0560;                    North         East    Units  Estimated Accuracy
 SV0560;SPC ID W     -   657,690.      721,750.      MT  (+/- 180 meters Scaled)
 SV0560
 SV0560                          SUPERSEDED SURVEY CONTROL
 SV0560
 SV0560  NGVD 29 (??/??/92)  663.469  (m)         2176.73   (f) ADJ UNCH    2 0
 SV0560
 SV0560.Superseded values are not recommended for survey control.
 SV0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0560.See file dsdata.txt to determine how the superseded data were derived.
 SV0560
 SV0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN157697(NAD 83)
 SV0560_MARKER: DD = SURVEY DISK
 SV0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0560_STAMPING: 29
 SV0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0560+STABILITY: SURFACE MOTION
 SV0560
 SV0560  HISTORY     - Date     Condition        Report By
 SV0560  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0560  HISTORY     - 1952     GOOD             NGS
 SV0560
 SV0560                          STATION DESCRIPTION
 SV0560
 SV0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0560'14.6 MI NW FROM HARRISON.
 SV0560'14.6 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0560'OFFICE AT HARRISON, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SV0560'HIGHWAY, 0.6 FOOT NORTHWEST OF A WHITE WOODEN POST PAINTED 759+393
 SV0560'P.C. STATE PROPERTY, ABOUT 7 FEET LOWER THAN THE HIGHWAY, AND SET IN
 SV0560'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0559 ***********************************************************************
 SV0559  DESIGNATION -  HWY 95 STA 30
 SV0559  PID         -  SV0559
 SV0559  STATE/COUNTY-  ID/KOOTENAI
 SV0559  USGS QUAD   -  MICA BAY (1996)
 SV0559
 SV0559                         *CURRENT SURVEY CONTROL
 SV0559  ___________________________________________________________________
 SV0559* NAD 83(1986)-  47 34 51.     (N)    116 47 25.     (W)     SCALED    
 SV0559* NAVD 88     -       670.934  (meters)    2201.22   (feet)  ADJUSTED  
 SV0559  ___________________________________________________________________
 SV0559  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SV0559  DYNAMIC HT  -         670.957 (meters)    2201.30  (feet)  COMP
 SV0559  MODELED GRAV-     980,624.9   (mgal)                       NAVD 88
 SV0559
 SV0559  VERT ORDER  -  SECOND    CLASS 0
 SV0559
 SV0559.The horizontal coordinates were scaled from a topographic map and have
 SV0559.an estimated accuracy of +/- 6 seconds.
 SV0559
 SV0559.The orthometric height was determined by differential leveling
 SV0559.and adjusted by the National Geodetic Survey in June 1991..
 SV0559
 SV0559.The geoid height was determined by GEOID03.
 SV0559
 SV0559.The dynamic height is computed by dividing the NAVD 88
 SV0559.geopotential number by the normal gravity value computed on the
 SV0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0559.degrees latitude (g = 980.6199 gals.).
 SV0559
 SV0559.The modeled gravity was interpolated from observed gravity values.
 SV0559
 SV0559;                    North         East    Units  Estimated Accuracy
 SV0559;SPC ID W     -   657,690.      721,750.      MT  (+/- 180 meters Scaled)
 SV0559
 SV0559                          SUPERSEDED SURVEY CONTROL
 SV0559
 SV0559  NGVD 29 (??/??/92)  669.817  (m)         2197.56   (f) ADJ UNCH    2 0
 SV0559
 SV0559.Superseded values are not recommended for survey control.
 SV0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0559.See file dsdata.txt to determine how the superseded data were derived.
 SV0559
 SV0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN157697(NAD 83)
 SV0559_MARKER: DD = SURVEY DISK
 SV0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0559_STAMPING: 30
 SV0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0559+STABILITY: SURFACE MOTION
 SV0559
 SV0559  HISTORY     - Date     Condition        Report By
 SV0559  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0559  HISTORY     - 1952     GOOD             NGS
 SV0559  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0559
 SV0559                          STATION DESCRIPTION
 SV0559
 SV0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0559'14.6 MI NW FROM HARRISON.
 SV0559'14.6 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0559'OFFICE AT HARRISON, ON THE TOP OF A DIRT CUT BANK, 33 FEET NORTHEAST
 SV0559'OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT NORTHWEST OF A WOODEN
 SV0559'POST, ABOUT 10 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SV0559'CONCRETE POST PROJECTING 1.3 FEET ABOVE THE GROUND.
 SV0559
 SV0559                          STATION RECOVERY (1976)
 SV0559
 SV0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0559'THE AREA CONTAINING THE MARK IS NOW AN ACCESS AREA TO SUMMER HOMES.
 SV0559'29 DPW ACROSS THE ROAD WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0727 ***********************************************************************
 OH0727  DESIGNATION -  HWY 95 STA 309+55.4 POT
 OH0727  PID         -  OH0727
 OH0727  STATE/COUNTY-  ID/OWYHEE
 OH0727  USGS QUAD   -  HOMEDALE (1971)
 OH0727
 OH0727                         *CURRENT SURVEY CONTROL
 OH0727  ___________________________________________________________________
 OH0727* NAD 83(1986)-  43 33 33.     (N)    116 54 34.     (W)     SCALED    
 OH0727* NAVD 88     -       704.335  (meters)    2310.81   (feet)  ADJUSTED  
 OH0727  ___________________________________________________________________
 OH0727  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 OH0727  DYNAMIC HT  -         704.083 (meters)    2309.98  (feet)  COMP
 OH0727  MODELED GRAV-     980,238.7   (mgal)                       NAVD 88
 OH0727
 OH0727  VERT ORDER  -  SECOND    CLASS 0
 OH0727
 OH0727.The horizontal coordinates were scaled from a topographic map and have
 OH0727.an estimated accuracy of +/- 6 seconds.
 OH0727
 OH0727.The orthometric height was determined by differential leveling
 OH0727.and adjusted by the National Geodetic Survey in June 1991..
 OH0727
 OH0727.The geoid height was determined by GEOID03.
 OH0727
 OH0727.The dynamic height is computed by dividing the NAVD 88
 OH0727.geopotential number by the normal gravity value computed on the
 OH0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0727.degrees latitude (g = 980.6199 gals.).
 OH0727
 OH0727.The modeled gravity was interpolated from observed gravity values.
 OH0727
 OH0727;                    North         East    Units  Estimated Accuracy
 OH0727;SPC ID W     -   210,870.      706,330.      MT  (+/- 180 meters Scaled)
 OH0727
 OH0727                          SUPERSEDED SURVEY CONTROL
 OH0727
 OH0727  NGVD 29 (??/??/92)  703.385  (m)         2307.69   (f) ADJ UNCH    2 0
 OH0727
 OH0727.Superseded values are not recommended for survey control.
 OH0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0727.See file dsdata.txt to determine how the superseded data were derived.
 OH0727
 OH0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ073229(NAD 83)
 OH0727_MARKER: DD = SURVEY DISK
 OH0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0727_STAMPING: P.O.T.309+55.4 B.M.2308.11 R.OFW. 33
 OH0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0727+STABILITY: SURFACE MOTION
 OH0727
 OH0727  HISTORY     - Date     Condition        Report By
 OH0727  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0727  HISTORY     - 1951     GOOD             NGS
 OH0727
 OH0727                          STATION DESCRIPTION
 OH0727
 OH0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0727'5.1 MI S FROM HOMEDALE.
 OH0727'0.2 MILE WEST ALONG U. S. HIGHWAY 95 FROM THE HIGHSCHOOL IN HOMEDALE
 OH0727'TO THE INTERSECTION WHERE HIGHWAY 95 TURNS SOUTH, THENCE 4.9 MILES
 OH0727'SOUTH ALONG HIGHWAY 95, 0.1 MILE EAST OF THE INTERSECTION OF THE ROADS
 OH0727'LEADING NORTHEAST SOUTH AND WEST, 5.95 MILES WEST OF THE U.P. AND
 OH0727'O.S.L.R.R. STATION IN MARSING, 66 1/2 FEET NORTHEAST OF THE CENTER OF
 OH0727'HIGHWAY AND CROSSING OR IRRIGATION CANNAL, 38 1/2 FEET EAST OF THE
 OH0727'EAST BANK OF CANNAL, 32 1/2 FEET NORTH OF THE CENTER LINE OF THE
 OH0727'HIGHWAY, 65.9 FEET NORTH ACROSS HIGHWAY FORM THE IDAHO PUBLIC WORKS
 OH0727'MARK 309+55.4, 1.5 FEET SOUTH OF THE WITNESS POST, AND ABOUT 3 FEET
 OH0727'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OH0727'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0728 ***********************************************************************
 OH0728  DESIGNATION -  HWY 95 STA 309+55.4
 OH0728  PID         -  OH0728
 OH0728  STATE/COUNTY-  ID/OWYHEE
 OH0728  USGS QUAD   -  HOMEDALE (1971)
 OH0728
 OH0728                         *CURRENT SURVEY CONTROL
 OH0728  ___________________________________________________________________
 OH0728* NAD 83(1986)-  43 33 32.     (N)    116 54 35.     (W)     SCALED    
 OH0728* NAVD 88     -       706.221  (meters)    2316.99   (feet)  ADJUSTED  
 OH0728  ___________________________________________________________________
 OH0728  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 OH0728  DYNAMIC HT  -         705.968 (meters)    2316.16  (feet)  COMP
 OH0728  MODELED GRAV-     980,238.5   (mgal)                       NAVD 88
 OH0728
 OH0728  VERT ORDER  -  SECOND    CLASS 0
 OH0728
 OH0728.The horizontal coordinates were scaled from a topographic map and have
 OH0728.an estimated accuracy of +/- 6 seconds.
 OH0728
 OH0728.The orthometric height was determined by differential leveling
 OH0728.and adjusted by the National Geodetic Survey in June 1991..
 OH0728
 OH0728.The geoid height was determined by GEOID03.
 OH0728
 OH0728.The dynamic height is computed by dividing the NAVD 88
 OH0728.geopotential number by the normal gravity value computed on the
 OH0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0728.degrees latitude (g = 980.6199 gals.).
 OH0728
 OH0728.The modeled gravity was interpolated from observed gravity values.
 OH0728
 OH0728;                    North         East    Units  Estimated Accuracy
 OH0728;SPC ID W     -   210,840.      706,300.      MT  (+/- 180 meters Scaled)
 OH0728
 OH0728                          SUPERSEDED SURVEY CONTROL
 OH0728
 OH0728  NGVD 29 (??/??/92)  705.272  (m)         2313.88   (f) ADJ UNCH    2 0
 OH0728
 OH0728.Superseded values are not recommended for survey control.
 OH0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0728.See file dsdata.txt to determine how the superseded data were derived.
 OH0728
 OH0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ072228(NAD 83)
 OH0728_MARKER: DD = SURVEY DISK
 OH0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0728_STAMPING: P.O.T.309+55.4 RIGHT OF WAY 33
 OH0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0728+STABILITY: SURFACE MOTION
 OH0728
 OH0728  HISTORY     - Date     Condition        Report By
 OH0728  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0728  HISTORY     - 1951     GOOD             NGS
 OH0728
 OH0728                          STATION DESCRIPTION
 OH0728
 OH0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0728'5.1 MI S FROM HOMEDALE.
 OH0728'0.2 MILE WEST ALONG U. S. HIGHWAY 95 FROM THE HIGHSCHOOL IN HOMEDALE
 OH0728'TO THE INTERSECTION WHERE HIGHWAY 95 TURNS SOUTH, THENCE 4.9 MILES
 OH0728'SOUTH ALONG HIGHWAY 95, 5.95 MILES WEST OF THE U.P. AND O.S.L.R.R.
 OH0728'STATION IN MARSING, 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OH0728'12.6 FEET EAST OF THE FENCE LINE ON THE EAST BANK OF THE CANAL, 58 1/2
 OH0728'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY CROSSING THE CANAL, 65.9
 OH0728'FEET SOUTH ACROSS THE HIGHWAY FROM I.D.P.W. MARK P.O.T.309+55.4
 OH0728'B.M.2308.11 AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP
 OH0728'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0569 ***********************************************************************
 SV0569  DESIGNATION -  HWY 95 STA 31
 SV0569  PID         -  SV0569
 SV0569  STATE/COUNTY-  ID/KOOTENAI
 SV0569  USGS QUAD   -  MICA BAY (1996)
 SV0569
 SV0569                         *CURRENT SURVEY CONTROL
 SV0569  ___________________________________________________________________
 SV0569* NAD 83(1986)-  47 32 40.     (N)    116 46 28.     (W)     SCALED    
 SV0569* NAVD 88     -       661.973  (meters)    2171.82   (feet)  ADJUSTED  
 SV0569  ___________________________________________________________________
 SV0569  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 SV0569  DYNAMIC HT  -         661.984 (meters)    2171.86  (feet)  COMP
 SV0569  MODELED GRAV-     980,607.7   (mgal)                       NAVD 88
 SV0569
 SV0569  VERT ORDER  -  SECOND    CLASS 0
 SV0569
 SV0569.The horizontal coordinates were scaled from a topographic map and have
 SV0569.an estimated accuracy of +/- 6 seconds.
 SV0569
 SV0569.The orthometric height was determined by differential leveling
 SV0569.and adjusted by the National Geodetic Survey in June 1991..
 SV0569
 SV0569.The geoid height was determined by GEOID03.
 SV0569
 SV0569.The dynamic height is computed by dividing the NAVD 88
 SV0569.geopotential number by the normal gravity value computed on the
 SV0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0569.degrees latitude (g = 980.6199 gals.).
 SV0569
 SV0569.The modeled gravity was interpolated from observed gravity values.
 SV0569
 SV0569;                    North         East    Units  Estimated Accuracy
 SV0569;SPC ID W     -   653,630.      722,890.      MT  (+/- 180 meters Scaled)
 SV0569
 SV0569                          SUPERSEDED SURVEY CONTROL
 SV0569
 SV0569  NGVD 29 (??/??/92)  660.850  (m)         2168.14   (f) ADJ UNCH    2 0
 SV0569
 SV0569.Superseded values are not recommended for survey control.
 SV0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0569.See file dsdata.txt to determine how the superseded data were derived.
 SV0569
 SV0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN169656(NAD 83)
 SV0569_MARKER: DD = SURVEY DISK
 SV0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0569_STAMPING: 31
 SV0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0569+STABILITY: SURFACE MOTION
 SV0569
 SV0569  HISTORY     - Date     Condition        Report By
 SV0569  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0569  HISTORY     - 1952     GOOD             NGS
 SV0569
 SV0569                          STATION DESCRIPTION
 SV0569
 SV0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0569'11.5 MI NW FROM HARRISON.
 SV0569'11.5 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0569'OFFICE AT HARRISON, 32 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 SV0569'A DIM TRACK ROAD, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 SV0569'21 1/2 FEET SOUTHEAST OF A FENCE CORNER POST, ABOUT 3 FEET LOWER THAN
 SV0569'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FEET
 SV0569'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0570 ***********************************************************************
 SV0570  DESIGNATION -  HWY 95 STA 32
 SV0570  PID         -  SV0570
 SV0570  STATE/COUNTY-  ID/KOOTENAI
 SV0570  USGS QUAD   -  MICA BAY (1996)
 SV0570
 SV0570                         *CURRENT SURVEY CONTROL
 SV0570  ___________________________________________________________________
 SV0570* NAD 83(1986)-  47 32 41.     (N)    116 46 26.     (W)     SCALED    
 SV0570* NAVD 88     -       658.115  (meters)    2159.17   (feet)  ADJUSTED  
 SV0570  ___________________________________________________________________
 SV0570  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 SV0570  DYNAMIC HT  -         658.126 (meters)    2159.20  (feet)  COMP
 SV0570  MODELED GRAV-     980,607.3   (mgal)                       NAVD 88
 SV0570
 SV0570  VERT ORDER  -  SECOND    CLASS 0
 SV0570
 SV0570.The horizontal coordinates were scaled from a topographic map and have
 SV0570.an estimated accuracy of +/- 6 seconds.
 SV0570
 SV0570.The orthometric height was determined by differential leveling
 SV0570.and adjusted by the National Geodetic Survey in June 1991..
 SV0570
 SV0570.The geoid height was determined by GEOID03.
 SV0570
 SV0570.The dynamic height is computed by dividing the NAVD 88
 SV0570.geopotential number by the normal gravity value computed on the
 SV0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0570.degrees latitude (g = 980.6199 gals.).
 SV0570
 SV0570.The modeled gravity was interpolated from observed gravity values.
 SV0570
 SV0570;                    North         East    Units  Estimated Accuracy
 SV0570;SPC ID W     -   653,660.      722,930.      MT  (+/- 180 meters Scaled)
 SV0570
 SV0570                          SUPERSEDED SURVEY CONTROL
 SV0570
 SV0570  NGVD 29 (??/??/92)  656.992  (m)         2155.48   (f) ADJ UNCH    2 0
 SV0570
 SV0570.Superseded values are not recommended for survey control.
 SV0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0570.See file dsdata.txt to determine how the superseded data were derived.
 SV0570
 SV0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN170657(NAD 83)
 SV0570_MARKER: DD = SURVEY DISK
 SV0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0570_STAMPING: 32
 SV0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0570+STABILITY: SURFACE MOTION
 SV0570
 SV0570  HISTORY     - Date     Condition        Report By
 SV0570  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0570  HISTORY     - 1952     GOOD             NGS
 SV0570
 SV0570                          STATION DESCRIPTION
 SV0570
 SV0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0570'11.4 MI NW FROM HARRISON.
 SV0570'11.4 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0570'OFFICE AT HARRISON, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SV0570'HIGHWAY, 1.5 FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 SV0570'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.3 FEET
 SV0570'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0571 ***********************************************************************
 SV0571  DESIGNATION -  HWY 95 STA 33
 SV0571  PID         -  SV0571
 SV0571  STATE/COUNTY-  ID/KOOTENAI
 SV0571  USGS QUAD   -  MICA BAY (1996)
 SV0571
 SV0571                         *CURRENT SURVEY CONTROL
 SV0571  ___________________________________________________________________
 SV0571* NAD 83(1986)-  47 32 39.     (N)    116 46 23.     (W)     SCALED    
 SV0571* NAVD 88     -       659.530  (meters)    2163.81   (feet)  ADJUSTED  
 SV0571  ___________________________________________________________________
 SV0571  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 SV0571  DYNAMIC HT  -         659.540 (meters)    2163.84  (feet)  COMP
 SV0571  MODELED GRAV-     980,606.5   (mgal)                       NAVD 88
 SV0571
 SV0571  VERT ORDER  -  SECOND    CLASS 0
 SV0571
 SV0571.The horizontal coordinates were scaled from a topographic map and have
 SV0571.an estimated accuracy of +/- 6 seconds.
 SV0571
 SV0571.The orthometric height was determined by differential leveling
 SV0571.and adjusted by the National Geodetic Survey in June 1991..
 SV0571
 SV0571.The geoid height was determined by GEOID03.
 SV0571
 SV0571.The dynamic height is computed by dividing the NAVD 88
 SV0571.geopotential number by the normal gravity value computed on the
 SV0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0571.degrees latitude (g = 980.6199 gals.).
 SV0571
 SV0571.The modeled gravity was interpolated from observed gravity values.
 SV0571
 SV0571;                    North         East    Units  Estimated Accuracy
 SV0571;SPC ID W     -   653,600.      722,990.      MT  (+/- 180 meters Scaled)
 SV0571
 SV0571                          SUPERSEDED SURVEY CONTROL
 SV0571
 SV0571  NGVD 29 (??/??/92)  658.407  (m)         2160.12   (f) ADJ UNCH    2 0
 SV0571
 SV0571.Superseded values are not recommended for survey control.
 SV0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0571.See file dsdata.txt to determine how the superseded data were derived.
 SV0571
 SV0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN170656(NAD 83)
 SV0571_MARKER: DD = SURVEY DISK
 SV0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0571_STAMPING: 33
 SV0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0571+STABILITY: SURFACE MOTION
 SV0571
 SV0571  HISTORY     - Date     Condition        Report By
 SV0571  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0571  HISTORY     - 1952     GOOD             NGS
 SV0571
 SV0571                          STATION DESCRIPTION
 SV0571
 SV0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0571'11.3 MI NW FROM HARRISON.
 SV0571'11.3 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0571'OFFICE AT HARRISON, 119 FEET NORTHEAST OF THE CENTER OF THE T JUNCTION
 SV0571'OF A PRIVATE DRIVE LEADING SOUTH TO A LARGE FRAME HOUSE, 101.6 FEET
 SV0571'WEST OF B.M. 34 (D.P.W.), 35 FEET NORTH OF THE CENTER LINE OF THE
 SV0571'HIGHWAY, 25.7 FEET NORTH OF THE NORTH END OF AN 18-INCH CORRUGATED
 SV0571'METAL PIPE CULVERT, ABOUT 9 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 SV0571'THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0572 ***********************************************************************
 SV0572  DESIGNATION -  HWY 95 STA 34
 SV0572  PID         -  SV0572
 SV0572  STATE/COUNTY-  ID/KOOTENAI
 SV0572  USGS QUAD   -  MICA BAY (1996)
 SV0572
 SV0572                         *CURRENT SURVEY CONTROL
 SV0572  ___________________________________________________________________
 SV0572* NAD 83(1986)-  47 32 39.     (N)    116 46 23.     (W)     SCALED    
 SV0572* NAVD 88     -       659.030  (meters)    2162.17   (feet)  ADJUSTED  
 SV0572  ___________________________________________________________________
 SV0572  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 SV0572  DYNAMIC HT  -         659.040 (meters)    2162.20  (feet)  COMP
 SV0572  MODELED GRAV-     980,606.5   (mgal)                       NAVD 88
 SV0572
 SV0572  VERT ORDER  -  SECOND    CLASS 0
 SV0572
 SV0572.The horizontal coordinates were scaled from a topographic map and have
 SV0572.an estimated accuracy of +/- 6 seconds.
 SV0572
 SV0572.The orthometric height was determined by differential leveling
 SV0572.and adjusted by the National Geodetic Survey in June 1991..
 SV0572
 SV0572.The geoid height was determined by GEOID03.
 SV0572
 SV0572.The dynamic height is computed by dividing the NAVD 88
 SV0572.geopotential number by the normal gravity value computed on the
 SV0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0572.degrees latitude (g = 980.6199 gals.).
 SV0572
 SV0572.The modeled gravity was interpolated from observed gravity values.
 SV0572
 SV0572;                    North         East    Units  Estimated Accuracy
 SV0572;SPC ID W     -   653,600.      722,990.      MT  (+/- 180 meters Scaled)
 SV0572
 SV0572                          SUPERSEDED SURVEY CONTROL
 SV0572
 SV0572  NGVD 29 (??/??/92)  657.907  (m)         2158.48   (f) ADJ UNCH    2 0
 SV0572
 SV0572.Superseded values are not recommended for survey control.
 SV0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0572.See file dsdata.txt to determine how the superseded data were derived.
 SV0572
 SV0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN170656(NAD 83)
 SV0572_MARKER: DD = SURVEY DISK
 SV0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0572_STAMPING: 34
 SV0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0572+STABILITY: SURFACE MOTION
 SV0572
 SV0572  HISTORY     - Date     Condition        Report By
 SV0572  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0572  HISTORY     - 1952     GOOD             NGS
 SV0572
 SV0572                          STATION DESCRIPTION
 SV0572
 SV0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0572'11.3 MI NW FROM HARRISON.
 SV0572'11.3 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0572'OFFICE AT HARRISON, 187 FEET NORTHWEST OF THE CENTER OF THE Y JUNCTION
 SV0572'OF A ROAD LEADING EAST, 34 FEET NORTH OF THE CENTER LINE OF THE
 SV0572'HIGHWAY, 1.5 FEET EAST OF A WITNESS POST, ABOUT 9 FEET HIGHER THAN THE
 SV0572'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 SV0572'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0400 ***********************************************************************
 QB0400  DESIGNATION -  HWY 95 STA 34+12.1
 QB0400  PID         -  QB0400
 QB0400  STATE/COUNTY-  ID/ADAMS
 QB0400  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0400
 QB0400                         *CURRENT SURVEY CONTROL
 QB0400  ___________________________________________________________________
 QB0400* NAD 83(1986)-  44 35 07.     (N)    116 31 04.     (W)     SCALED    
 QB0400* NAVD 88     -       858.930  (meters)    2818.01   (feet)  ADJUSTED  
 QB0400  ___________________________________________________________________
 QB0400  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 QB0400  DYNAMIC HT  -         858.673 (meters)    2817.16  (feet)  COMP
 QB0400  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 QB0400
 QB0400  VERT ORDER  -  FIRST     CLASS II
 QB0400
 QB0400.The horizontal coordinates were scaled from a topographic map and have
 QB0400.an estimated accuracy of +/- 6 seconds.
 QB0400
 QB0400.The orthometric height was determined by differential leveling
 QB0400.and adjusted by the National Geodetic Survey in June 1991..
 QB0400
 QB0400.The geoid height was determined by GEOID03.
 QB0400
 QB0400.The dynamic height is computed by dividing the NAVD 88
 QB0400.geopotential number by the normal gravity value computed on the
 QB0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0400.degrees latitude (g = 980.6199 gals.).
 QB0400
 QB0400.The modeled gravity was interpolated from observed gravity values.
 QB0400
 QB0400;                    North         East    Units  Estimated Accuracy
 QB0400;SPC ID W     -   324,510.      739,030.      MT  (+/- 180 meters Scaled)
 QB0400
 QB0400                          SUPERSEDED SURVEY CONTROL
 QB0400
 QB0400  NGVD 29 (??/??/92)  857.885  (m)         2814.58   (f) ADJ UNCH    1 2
 QB0400
 QB0400.Superseded values are not recommended for survey control.
 QB0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0400.See file dsdata.txt to determine how the superseded data were derived.
 QB0400
 QB0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK382369(NAD 83)
 QB0400_MARKER: DD = SURVEY DISK
 QB0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0400_STAMPING: 40 34+12.1
 QB0400_MARK LOGO: IDPWD 
 QB0400_PROJECTION: PROJECTING 20 CENTIMETERS
 QB0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0400+STABILITY: SURFACE MOTION
 QB0400
 QB0400  HISTORY     - Date     Condition        Report By
 QB0400  HISTORY     - UNK      MONUMENTED       IDPWD
 QB0400  HISTORY     - 1967     GOOD             NGS
 QB0400  HISTORY     - 1983     GOOD             NGS
 QB0400
 QB0400                          STATION DESCRIPTION
 QB0400
 QB0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0400'8.4 MI E FROM CAMBRIDGE.
 QB0400'8.4 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0400'CAMBRIDGE, 300 FEET WEST OF MILE POST NO. 126, 59 FEET WEST OF THE
 QB0400'NORTHWEST END OF A CORRUGATED STEEL CULVERT UNDER THE HIGHWAY, 41 FEET
 QB0400'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT NORTHWEST OF THE
 QB0400'RIGHT-OF-WAY FENCE AND 5 FEET ABOVE THE LEVEL OF THE HIGHWAY SET IN A
 QB0400'5-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 QB0400
 QB0400                          STATION RECOVERY (1983)
 QB0400
 QB0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0400'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.65 KM
 QB0400'(8.4 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0400'71 IN CAMBRIDGE, 0.2 KM (0.15 MI) WEST OF MILEPOST 122, ON THE EAST
 QB0400'END OF THE FIRST CUT NORTHEAST OF A TWO-STORY FARM HOUSE, 13.1 METERS
 QB0400'(43 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 18.3 METERS (60 FT)
 QB0400'EAST OF THE NORTH END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT,
 QB0400'0.3 METER (1 FT) NORTH OF A FENCE.
 QB0400'THE MARK IS 0.1 METERS  S FROM A WITNESS POST.
 QB0400'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0718 ***********************************************************************
 OH0718  DESIGNATION -  HWY 95 STA 3+43.0
 OH0718  PID         -  OH0718
 OH0718  STATE/COUNTY-  ID/CANYON
 OH0718  USGS QUAD   -  HOMEDALE (1971)
 OH0718
 OH0718                         *CURRENT SURVEY CONTROL
 OH0718  ___________________________________________________________________
 OH0718* NAD 83(1986)-  43 37 13.     (N)    116 55 20.     (W)     SCALED    
 OH0718* NAVD 88     -       685.139  (meters)    2247.83   (feet)  ADJUSTED  
 OH0718  ___________________________________________________________________
 OH0718  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 OH0718  DYNAMIC HT  -         684.895 (meters)    2247.03  (feet)  COMP
 OH0718  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 OH0718
 OH0718  VERT ORDER  -  SECOND    CLASS 0
 OH0718
 OH0718.The horizontal coordinates were scaled from a topographic map and have
 OH0718.an estimated accuracy of +/- 6 seconds.
 OH0718
 OH0718.The orthometric height was determined by differential leveling
 OH0718.and adjusted by the National Geodetic Survey in June 1991..
 OH0718
 OH0718.The geoid height was determined by GEOID03.
 OH0718
 OH0718.The dynamic height is computed by dividing the NAVD 88
 OH0718.geopotential number by the normal gravity value computed on the
 OH0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0718.degrees latitude (g = 980.6199 gals.).
 OH0718
 OH0718.The modeled gravity was interpolated from observed gravity values.
 OH0718
 OH0718;                    North         East    Units  Estimated Accuracy
 OH0718;SPC ID W     -   217,670.      705,390.      MT  (+/- 180 meters Scaled)
 OH0718
 OH0718                          SUPERSEDED SURVEY CONTROL
 OH0718
 OH0718  NGVD 29 (??/??/92)  684.196  (m)         2244.73   (f) ADJ UNCH    2 0
 OH0718
 OH0718.Superseded values are not recommended for survey control.
 OH0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0718.See file dsdata.txt to determine how the superseded data were derived.
 OH0718
 OH0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ062297(NAD 83)
 OH0718_MARKER: DD = SURVEY DISK
 OH0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0718_STAMPING: 3+43.0 33.0 3+43.0
 OH0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0718+STABILITY: SURFACE MOTION
 OH0718
 OH0718  HISTORY     - Date     Condition        Report By
 OH0718  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0718  HISTORY     - 1951     GOOD             NGS
 OH0718
 OH0718                          STATION DESCRIPTION
 OH0718
 OH0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0718'0.55 MI E FROM HOMEDALE.
 OH0718'0.55 MILE EAST ALONG U.S. HIGHWAY 95 FROM THE HIGH SCHOOL IN HOMEDALE,
 OH0718'NORTHEAST OF A STEEL BRIDGE OVER THE SNAKE RIVER AT Y JUNCTION OF
 OH0718'HIGHWAY 95 LEADING NORTHWEST AND A PAVED ROAD LEADING SOUTHEAST, 331.3
 OH0718'FEET NORTHEAST OF THE NORTHEAST CORNER OF A STEEL BRIDGE, 221.3 FEET
 OH0718'NORTHEAST OF IDAHO STATE HIGHWAY MARK A 1+8.6, 25 FEET NORTHEAST OF
 OH0718'THE CENTER LINE OF THE ROAD LEADING SOUTHEAST, 2.4 FEET WEST OF THE
 OH0718'WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN
 OH0718'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0719 ***********************************************************************
 OH0719  DESIGNATION -  HWY 95 STA 3+63.1
 OH0719  PID         -  OH0719
 OH0719  STATE/COUNTY-  ID/CANYON
 OH0719  USGS QUAD   -  HOMEDALE (1971)
 OH0719
 OH0719                         *CURRENT SURVEY CONTROL
 OH0719  ___________________________________________________________________
 OH0719* NAD 83(1986)-  43 37 12.     (N)    116 55 19.     (W)     SCALED    
 OH0719* NAVD 88     -       685.569  (meters)    2249.24   (feet)  ADJUSTED  
 OH0719  ___________________________________________________________________
 OH0719  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 OH0719  DYNAMIC HT  -         685.325 (meters)    2248.44  (feet)  COMP
 OH0719  MODELED GRAV-     980,241.5   (mgal)                       NAVD 88
 OH0719
 OH0719  VERT ORDER  -  SECOND    CLASS 0
 OH0719
 OH0719.The horizontal coordinates were scaled from a topographic map and have
 OH0719.an estimated accuracy of +/- 6 seconds.
 OH0719
 OH0719.The orthometric height was determined by differential leveling
 OH0719.and adjusted by the National Geodetic Survey in June 1991..
 OH0719
 OH0719.The geoid height was determined by GEOID03.
 OH0719
 OH0719.The dynamic height is computed by dividing the NAVD 88
 OH0719.geopotential number by the normal gravity value computed on the
 OH0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0719.degrees latitude (g = 980.6199 gals.).
 OH0719
 OH0719.The modeled gravity was interpolated from observed gravity values.
 OH0719
 OH0719;                    North         East    Units  Estimated Accuracy
 OH0719;SPC ID W     -   217,640.      705,410.      MT  (+/- 180 meters Scaled)
 OH0719
 OH0719                          SUPERSEDED SURVEY CONTROL
 OH0719
 OH0719  NGVD 29 (??/??/92)  684.627  (m)         2246.15   (f) ADJ UNCH    2 0
 OH0719
 OH0719.Superseded values are not recommended for survey control.
 OH0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0719.See file dsdata.txt to determine how the superseded data were derived.
 OH0719
 OH0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ062296(NAD 83)
 OH0719_MARKER: DD = SURVEY DISK
 OH0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0719_STAMPING: 3+63.1 33.0 PC
 OH0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0719+STABILITY: SURFACE MOTION
 OH0719
 OH0719  HISTORY     - Date     Condition        Report By
 OH0719  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0719  HISTORY     - 1951     GOOD             NGS
 OH0719
 OH0719                          STATION DESCRIPTION
 OH0719
 OH0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0719'0.55 MI E FROM HOMEDALE.
 OH0719'0.55 MILE EAST ALONG U. S. HIGHWAY 95 FROM THE HIGH SCHOOL IN
 OH0719'HOMEDALE, NORTHEAST OF THE STEEL BRIDGE OVER THE SNAKE RIVER, AT Y
 OH0719'JUNCTION OF U. S. HIGHWAY 95 LEADING NORTHWEST, AND PAVED ROAD LEADING
 OH0719'SOUTHEAST, 335 FEET NORTHEAST OF THE NORTHEAST CORNER OF STEEL BRIDGE,
 OH0719'32 1/2 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD LEADING
 OH0719'SOUTHEAST, 21.6 FEET EAST OF ROAD MARK 3+43.0 IDPW, 19.3 FEET EAST OF
 OH0719'THE WITNESSS POST AND ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN
 OH0719'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0724 ***********************************************************************
 OH0724  DESIGNATION -  HWY 95 STA 369+87.5 POT
 OH0724  PID         -  OH0724
 OH0724  STATE/COUNTY-  ID/OWYHEE
 OH0724  USGS QUAD   -  HOMEDALE (1971)
 OH0724
 OH0724                         *CURRENT SURVEY CONTROL
 OH0724  ___________________________________________________________________
 OH0724* NAD 83(1986)-  43 34 12.     (N)    116 55 36.     (W)     SCALED    
 OH0724* NAVD 88     -       705.500  (meters)    2314.63   (feet)  ADJUSTED  
 OH0724  ___________________________________________________________________
 OH0724  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 OH0724  DYNAMIC HT  -         705.247 (meters)    2313.80  (feet)  COMP
 OH0724  MODELED GRAV-     980,238.0   (mgal)                       NAVD 88
 OH0724
 OH0724  VERT ORDER  -  SECOND    CLASS 0
 OH0724
 OH0724.The horizontal coordinates were scaled from a topographic map and have
 OH0724.an estimated accuracy of +/- 6 seconds.
 OH0724
 OH0724.The orthometric height was determined by differential leveling
 OH0724.and adjusted by the National Geodetic Survey in June 1991..
 OH0724
 OH0724.The geoid height was determined by GEOID03.
 OH0724
 OH0724.The dynamic height is computed by dividing the NAVD 88
 OH0724.geopotential number by the normal gravity value computed on the
 OH0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0724.degrees latitude (g = 980.6199 gals.).
 OH0724
 OH0724.The modeled gravity was interpolated from observed gravity values.
 OH0724
 OH0724;                    North         East    Units  Estimated Accuracy
 OH0724;SPC ID W     -   212,090.      704,950.      MT  (+/- 180 meters Scaled)
 OH0724
 OH0724                          SUPERSEDED SURVEY CONTROL
 OH0724
 OH0724  NGVD 29 (??/??/92)  704.549  (m)         2311.51   (f) ADJ UNCH    2 0
 OH0724
 OH0724.Superseded values are not recommended for survey control.
 OH0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0724.See file dsdata.txt to determine how the superseded data were derived.
 OH0724
 OH0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ059241(NAD 83)
 OH0724_MARKER: DD = SURVEY DISK
 OH0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0724_STAMPING: P.O.T.369+87.5 R.OFW.33
 OH0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0724+STABILITY: SURFACE MOTION
 OH0724
 OH0724  HISTORY     - Date     Condition        Report By
 OH0724  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0724  HISTORY     - 1951     GOOD             NGS
 OH0724  HISTORY     - 1978     GOOD             NGS
 OH0724
 OH0724                          STATION DESCRIPTION
 OH0724
 OH0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0724'3.9 MI S FROM HOMEDALE.
 OH0724'0.2 MILE WEST ALONG U. S. HIGHWAY 95 FROM THE HIGHSCHOOL IN HOMEDALE
 OH0724'TO A INTERSECTION WHERE HIGHWAY 95 TURNS SOUTH, THENCE 3.7 MILES SOUTH
 OH0724'ALONG HIGHWAY 95, AT A FARM HOUSE SOUTHWEST OF THE HIGHWAY AND WEST OF
 OH0724'A POINT WHERE HIGHWAY DROPS TO THE SOUTHEAST, 154.4 FEET EAST OF THE
 OH0724'NORTHEAST CORNER OF THE FARM HOUSE, 108.9 FEET SOUTHEAST OF A
 OH0724'TELEPHONE POLE, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 OH0724'1.3 FEET NORTH OF THE WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN
 OH0724'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 OH0724'ABOVE THE GROUND.
 OH0724
 OH0724                          STATION RECOVERY (1978)
 OH0724
 OH0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OH0724'REACHED FROM THE JUNCTION OF STATE HIGHWAY 19, AND US HIGHWAY 95,
 OH0724'JUST SOUTH OF THE HOMEDALE POST OFFICE, GO SOUTH ON US HIGHWAY 95 FOR
 OH0724'3.5 MILES TO THE BENCH MARK ON THE RIGHT, 0.25 MILE SOUTHEAST OF
 OH0724'MILEPOST 31, 100 FEET EAST OF A MOBILE HOME, 66 FEET SOUTHWEST, AND
 OH0724'ACROSS THE HIGHWAY FROM BM 2312.78 (I.D.P.W.), 33 FEET SOUTHWEST OF
 OH0724'THE CENTER OF US HIGHWAY 95, AND 10 FEET NORTHEAST OF A TRACK ROAD
 OH0724'SET IN A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0335 ***********************************************************************
 SV0335  DESIGNATION -  HWY 95 STA 37
 SV0335  PID         -  SV0335
 SV0335  STATE/COUNTY-  ID/KOOTENAI
 SV0335  USGS QUAD   -  HARRISON (1996)
 SV0335
 SV0335                         *CURRENT SURVEY CONTROL
 SV0335  ___________________________________________________________________
 SV0335* NAD 83(1986)-  47 28 31.     (N)    116 47 03.     (W)     SCALED    
 SV0335* NAVD 88     -       740.433  (meters)    2429.24   (feet)  ADJUSTED  
 SV0335  ___________________________________________________________________
 SV0335  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 SV0335  DYNAMIC HT  -         740.442 (meters)    2429.27  (feet)  COMP
 SV0335  MODELED GRAV-     980,601.6   (mgal)                       NAVD 88
 SV0335
 SV0335  VERT ORDER  -  SECOND    CLASS 0
 SV0335
 SV0335.The horizontal coordinates were scaled from a topographic map and have
 SV0335.an estimated accuracy of +/- 6 seconds.
 SV0335
 SV0335.The orthometric height was determined by differential leveling
 SV0335.and adjusted by the National Geodetic Survey in June 1991..
 SV0335
 SV0335.The geoid height was determined by GEOID03.
 SV0335
 SV0335.The dynamic height is computed by dividing the NAVD 88
 SV0335.geopotential number by the normal gravity value computed on the
 SV0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0335.degrees latitude (g = 980.6199 gals.).
 SV0335
 SV0335.The modeled gravity was interpolated from observed gravity values.
 SV0335
 SV0335;                    North         East    Units  Estimated Accuracy
 SV0335;SPC ID W     -   645,950.      722,050.      MT  (+/- 180 meters Scaled)
 SV0335
 SV0335                          SUPERSEDED SURVEY CONTROL
 SV0335
 SV0335  NGVD 29 (??/??/92)  739.323  (m)         2425.60   (f) ADJ UNCH    2 0
 SV0335
 SV0335.Superseded values are not recommended for survey control.
 SV0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0335.See file dsdata.txt to determine how the superseded data were derived.
 SV0335
 SV0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN162580(NAD 83)
 SV0335_MARKER: DD = SURVEY DISK
 SV0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0335_STAMPING: 37
 SV0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0335+STABILITY: SURFACE MOTION
 SV0335
 SV0335  HISTORY     - Date     Condition        Report By
 SV0335  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0335  HISTORY     - 1952     GOOD             NGS
 SV0335
 SV0335                          STATION DESCRIPTION
 SV0335
 SV0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0335'2.8 MI N FROM HARRISON.
 SV0335'2.8 MILES NORTH ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST OFFICE,
 SV0335'AT HARRISON, 60 FEET NORTHEAST OF THE CENTER OF THE Y JUNCTION OF AN
 SV0335'OLD TRACK ROAD LEADING NORTHEAST, 42 FEET NORTH OF THE CENTER LINE OF
 SV0335'THE HIGHWAY, 1.4 FEET SOUTHEAST OF A WHITE WOODEN POST, ABOUT 10 FEET
 SV0335'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SV0335'PROJECTING 1.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0334 ***********************************************************************
 SV0334  DESIGNATION -  HWY 95 STA 38
 SV0334  PID         -  SV0334
 SV0334  STATE/COUNTY-  ID/KOOTENAI
 SV0334  USGS QUAD   -  HARRISON (1996)
 SV0334
 SV0334                         *CURRENT SURVEY CONTROL
 SV0334  ___________________________________________________________________
 SV0334* NAD 83(1986)-  47 28 29.     (N)    116 47 31.     (W)     SCALED    
 SV0334* NAVD 88     -       770.226  (meters)    2526.98   (feet)  ADJUSTED  
 SV0334  ___________________________________________________________________
 SV0334  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 SV0334  DYNAMIC HT  -         770.240 (meters)    2527.03  (feet)  COMP
 SV0334  MODELED GRAV-     980,605.3   (mgal)                       NAVD 88
 SV0334
 SV0334  VERT ORDER  -  SECOND    CLASS 0
 SV0334
 SV0334.The horizontal coordinates were scaled from a topographic map and have
 SV0334.an estimated accuracy of +/- 6 seconds.
 SV0334
 SV0334.The orthometric height was determined by differential leveling
 SV0334.and adjusted by the National Geodetic Survey in June 1991..
 SV0334
 SV0334.The geoid height was determined by GEOID03.
 SV0334
 SV0334.The dynamic height is computed by dividing the NAVD 88
 SV0334.geopotential number by the normal gravity value computed on the
 SV0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0334.degrees latitude (g = 980.6199 gals.).
 SV0334
 SV0334.The modeled gravity was interpolated from observed gravity values.
 SV0334
 SV0334;                    North         East    Units  Estimated Accuracy
 SV0334;SPC ID W     -   645,890.      721,460.      MT  (+/- 180 meters Scaled)
 SV0334
 SV0334                          SUPERSEDED SURVEY CONTROL
 SV0334
 SV0334  NGVD 29 (??/??/92)  769.12   (m)         2523.4    (f) COMPUTED    2 0
 SV0334
 SV0334.Superseded values are not recommended for survey control.
 SV0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0334.See file dsdata.txt to determine how the superseded data were derived.
 SV0334
 SV0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN156579(NAD 83)
 SV0334_MARKER: DD = SURVEY DISK
 SV0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0334_STAMPING: 38
 SV0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0334+STABILITY: SURFACE MOTION
 SV0334
 SV0334  HISTORY     - Date     Condition        Report By
 SV0334  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0334  HISTORY     - 1952     GOOD             NGS
 SV0334
 SV0334                          STATION DESCRIPTION
 SV0334
 SV0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0334'3.1 MI NW FROM HARRISON.
 SV0334'3.1 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0334'OFFICE AT HARRISON, AT THE Y JUNCTION OF A TRACK ROAD LEADING
 SV0334'NORTHWEST, 42 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.6
 SV0334'FEET SOUTHWEST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE
 SV0334'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 SV0334'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0333 ***********************************************************************
 SV0333  DESIGNATION -  HWY 95 STA 39
 SV0333  PID         -  SV0333
 SV0333  STATE/COUNTY-  ID/KOOTENAI
 SV0333  USGS QUAD   -  HARRISON (1996)
 SV0333
 SV0333                         *CURRENT SURVEY CONTROL
 SV0333  ___________________________________________________________________
 SV0333* NAD 83(1986)-  47 28 30.     (N)    116 47 36.     (W)     SCALED    
 SV0333* NAVD 88     -       783.680  (meters)    2571.12   (feet)  ADJUSTED  
 SV0333  ___________________________________________________________________
 SV0333  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 SV0333  DYNAMIC HT  -         783.695 (meters)    2571.17  (feet)  COMP
 SV0333  MODELED GRAV-     980,606.0   (mgal)                       NAVD 88
 SV0333
 SV0333  VERT ORDER  -  SECOND    CLASS 0
 SV0333
 SV0333.The horizontal coordinates were scaled from a topographic map and have
 SV0333.an estimated accuracy of +/- 6 seconds.
 SV0333
 SV0333.The orthometric height was determined by differential leveling
 SV0333.and adjusted by the National Geodetic Survey in June 1991..
 SV0333
 SV0333.The geoid height was determined by GEOID03.
 SV0333
 SV0333.The dynamic height is computed by dividing the NAVD 88
 SV0333.geopotential number by the normal gravity value computed on the
 SV0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0333.degrees latitude (g = 980.6199 gals.).
 SV0333
 SV0333.The modeled gravity was interpolated from observed gravity values.
 SV0333
 SV0333;                    North         East    Units  Estimated Accuracy
 SV0333;SPC ID W     -   645,930.      721,360.      MT  (+/- 180 meters Scaled)
 SV0333
 SV0333                          SUPERSEDED SURVEY CONTROL
 SV0333
 SV0333  NGVD 29 (??/??/92)  782.576  (m)         2567.50   (f) ADJ UNCH    2 0
 SV0333
 SV0333.Superseded values are not recommended for survey control.
 SV0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0333.See file dsdata.txt to determine how the superseded data were derived.
 SV0333
 SV0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN155579(NAD 83)
 SV0333_MARKER: DD = SURVEY DISK
 SV0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0333_STAMPING: 39
 SV0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0333+STABILITY: SURFACE MOTION
 SV0333
 SV0333  HISTORY     - Date     Condition        Report By
 SV0333  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0333  HISTORY     - 1952     GOOD             NGS
 SV0333
 SV0333                          STATION DESCRIPTION
 SV0333
 SV0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0333'3.3 MI NW FROM HARRISON.
 SV0333'3.3 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0333'OFFICE AT HARRISON, 42 1/2 FEET NORTH OF THE CENTER OF THE Y JUNCTION
 SV0333'OF A ROAD LEADING NORTHEAST, 41 FEET NORTHEAST OF THE CENTER LINE OF
 SV0333'THE HIGHWAY, 18.4 FEET NORTH OF THE WEST END OF A 12-INCH CORRUGATED
 SV0333'METAL PIPE CULVERT UNDER THE ROAD, 4.5 FEET EAST OF A WHITE WOODEN
 SV0333'POST PAINTED FAP29E FAP 29B, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND
 SV0333'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.3 FEET ABOVE THE
 SV0333'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0723 ***********************************************************************
 OH0723  DESIGNATION -  HWY 95 STA 390+32.4 PT
 OH0723  PID         -  OH0723
 OH0723  STATE/COUNTY-  ID/OWYHEE
 OH0723  USGS QUAD   -  HOMEDALE (1971)
 OH0723
 OH0723                         *CURRENT SURVEY CONTROL
 OH0723  ___________________________________________________________________
 OH0723* NAD 83(1986)-  43 34 27.     (N)    116 55 51.     (W)     SCALED    
 OH0723* NAVD 88     -       705.906  (meters)    2315.96   (feet)  ADJUSTED  
 OH0723  ___________________________________________________________________
 OH0723  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 OH0723  DYNAMIC HT  -         705.652 (meters)    2315.13  (feet)  COMP
 OH0723  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 OH0723
 OH0723  VERT ORDER  -  SECOND    CLASS 0
 OH0723
 OH0723.The horizontal coordinates were scaled from a topographic map and have
 OH0723.an estimated accuracy of +/- 6 seconds.
 OH0723
 OH0723.The orthometric height was determined by differential leveling
 OH0723.and adjusted by the National Geodetic Survey in June 1991..
 OH0723
 OH0723.The geoid height was determined by GEOID03.
 OH0723
 OH0723.The dynamic height is computed by dividing the NAVD 88
 OH0723.geopotential number by the normal gravity value computed on the
 OH0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0723.degrees latitude (g = 980.6199 gals.).
 OH0723
 OH0723.The modeled gravity was interpolated from observed gravity values.
 OH0723
 OH0723;                    North         East    Units  Estimated Accuracy
 OH0723;SPC ID W     -   212,560.      704,620.      MT  (+/- 180 meters Scaled)
 OH0723
 OH0723                          SUPERSEDED SURVEY CONTROL
 OH0723
 OH0723  NGVD 29 (??/??/92)  704.952  (m)         2312.83   (f) ADJ UNCH    2 0
 OH0723
 OH0723.Superseded values are not recommended for survey control.
 OH0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0723.See file dsdata.txt to determine how the superseded data were derived.
 OH0723
 OH0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ055245(NAD 83)
 OH0723_MARKER: DD = SURVEY DISK
 OH0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0723_STAMPING: P.T.390+32.4 B.M.2312.98 RW46.67
 OH0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0723+STABILITY: SURFACE MOTION
 OH0723
 OH0723  HISTORY     - Date     Condition        Report By
 OH0723  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0723  HISTORY     - 1951     GOOD             NGS
 OH0723  HISTORY     - 1978     GOOD             NGS
 OH0723
 OH0723                          STATION DESCRIPTION
 OH0723
 OH0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0723'3.5 MI S FROM HOMEDALE.
 OH0723'0.2 MILE WEST ALONG U. S. HIGHWAY 95 FROM THE HIGHSCHOOL IN HOMEDALE
 OH0723'TO THE INTERSECTION WHERE HIGHWAY 95 TURNS SOUTH, THENCE 3.3 MILES
 OH0723'SOUTH ALONG HIGHWAY, AT A POINT WHERE HIGHWAY TURNS SOUTHEAST, AND AT
 OH0723'INTERSECTION OF ROAD LEADING EAST AND WEST AND Y JUNCTION OF THE
 OH0723'HIGHWAY TURNING SOUTHEAST AND GRAVEL ROAD LEADING SOUTH, 44 1/2 FEET
 OH0723'NORTHEAST OF THE CENTER OF THE ROADS FORMING A Y, 31 FEET EAST OF THE
 OH0723'CENTER LINE OF THE HIGHWAY, 23 1/2 FEET SOUTH OF THE CENTER LINE OF
 OH0723'THE DIRT ROAD, 0.6 FOOT WEST OF THE FENCE LINE, 1.4 FEET NORTH OF THE
 OH0723'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 OH0723'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OH0723
 OH0723                          STATION RECOVERY (1978)
 OH0723
 OH0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OH0723'REACHED FROM THE JUNCTION OF STATE HIGHWAY 19, AND US HIGHWAY 95,
 OH0723'JUST SOUTH OF THE HOMEDALE POST OFFICE, GO SOUTH ON US HIGHWAY 95 FOR
 OH0723'3.1 MILES TO THE MARK ON THE LEFT, 31 FEET EAST OF THE CENTER OF US
 OH0723'HIGHWAY 95, 22 FEET SOUTH OF THE PROLONGED CENTER OF A MACADAM ROAD
 OH0723'WEST, 12 FEET SOUTH OF THE END OF A GATE, 4 FEET NORTHEAST OF
 OH0723'TELEPHONE POLE 77A, AND 1-FOOT WEST OF THE FENCE SET IN A 6-INCH
 OH0723'SQUARE CONCRETE POST THAT PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0332 ***********************************************************************
 SV0332  DESIGNATION -  HWY 95 STA 40
 SV0332  PID         -  SV0332
 SV0332  STATE/COUNTY-  ID/KOOTENAI
 SV0332  USGS QUAD   -  HARRISON (1996)
 SV0332
 SV0332                         *CURRENT SURVEY CONTROL
 SV0332  ___________________________________________________________________
 SV0332* NAD 83(1986)-  47 28 33.     (N)    116 47 43.     (W)     SCALED    
 SV0332* NAVD 88     -       782.446  (meters)    2567.07   (feet)  ADJUSTED  
 SV0332  ___________________________________________________________________
 SV0332  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 SV0332  DYNAMIC HT  -         782.462 (meters)    2567.13  (feet)  COMP
 SV0332  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 SV0332
 SV0332  VERT ORDER  -  SECOND    CLASS 0
 SV0332
 SV0332.The horizontal coordinates were scaled from a topographic map and have
 SV0332.an estimated accuracy of +/- 6 seconds.
 SV0332
 SV0332.The orthometric height was determined by differential leveling
 SV0332.and adjusted by the National Geodetic Survey in June 1991..
 SV0332
 SV0332.The geoid height was determined by GEOID03.
 SV0332
 SV0332.The dynamic height is computed by dividing the NAVD 88
 SV0332.geopotential number by the normal gravity value computed on the
 SV0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0332.degrees latitude (g = 980.6199 gals.).
 SV0332
 SV0332.The modeled gravity was interpolated from observed gravity values.
 SV0332
 SV0332;                    North         East    Units  Estimated Accuracy
 SV0332;SPC ID W     -   646,020.      721,220.      MT  (+/- 180 meters Scaled)
 SV0332
 SV0332                          SUPERSEDED SURVEY CONTROL
 SV0332
 SV0332  NGVD 29 (??/??/92)  781.343  (m)         2563.46   (f) ADJ UNCH    2 0
 SV0332
 SV0332.Superseded values are not recommended for survey control.
 SV0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0332.See file dsdata.txt to determine how the superseded data were derived.
 SV0332
 SV0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN154580(NAD 83)
 SV0332_MARKER: DD = SURVEY DISK
 SV0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0332_STAMPING: 40
 SV0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0332+STABILITY: SURFACE MOTION
 SV0332
 SV0332  HISTORY     - Date     Condition        Report By
 SV0332  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0332  HISTORY     - 1952     GOOD             NGS
 SV0332  HISTORY     - 1977     MARK NOT FOUND   USGS
 SV0332
 SV0332                          STATION DESCRIPTION
 SV0332
 SV0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0332'3.3 MI NW FROM HARRISON.
 SV0332'3.3 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0332'OFFICE AT HARRISON, AT THE Y JUNCTION OF A ROAD LEADING NORTHEAST, 59
 SV0332'FEET WEST OF A TELEPHONE POLE WHERE THE TELEPHONE LINE TURNS AT A 55
 SV0332'DEG ANGLE AND CROSSES THE HIGHWAY, 42 FEET SOUTHWEST OF THE CENTER
 SV0332'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 SV0332'OF A CONCRETE POST PROJECTING 1.2 FOOT ABOVE THE GROUND.
 SV0332
 SV0332                          STATION RECOVERY (1977)
 SV0332
 SV0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SV0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0331 ***********************************************************************
 SV0331  DESIGNATION -  HWY 95 STA 41
 SV0331  PID         -  SV0331
 SV0331  STATE/COUNTY-  ID/KOOTENAI
 SV0331  USGS QUAD   -  HARRISON (1996)
 SV0331
 SV0331                         *CURRENT SURVEY CONTROL
 SV0331  ___________________________________________________________________
 SV0331* NAD 83(1986)-  47 28 33.     (N)    116 47 42.     (W)     SCALED    
 SV0331* NAVD 88     -       782.899  (meters)    2568.56   (feet)  ADJUSTED  
 SV0331  ___________________________________________________________________
 SV0331  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 SV0331  DYNAMIC HT  -         782.915 (meters)    2568.61  (feet)  COMP
 SV0331  MODELED GRAV-     980,607.1   (mgal)                       NAVD 88
 SV0331
 SV0331  VERT ORDER  -  SECOND    CLASS 0
 SV0331
 SV0331.The horizontal coordinates were scaled from a topographic map and have
 SV0331.an estimated accuracy of +/- 6 seconds.
 SV0331
 SV0331.The orthometric height was determined by differential leveling
 SV0331.and adjusted by the National Geodetic Survey in June 1991..
 SV0331
 SV0331.The geoid height was determined by GEOID03.
 SV0331
 SV0331.The dynamic height is computed by dividing the NAVD 88
 SV0331.geopotential number by the normal gravity value computed on the
 SV0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0331.degrees latitude (g = 980.6199 gals.).
 SV0331
 SV0331.The modeled gravity was interpolated from observed gravity values.
 SV0331
 SV0331;                    North         East    Units  Estimated Accuracy
 SV0331;SPC ID W     -   646,020.      721,240.      MT  (+/- 180 meters Scaled)
 SV0331
 SV0331                          SUPERSEDED SURVEY CONTROL
 SV0331
 SV0331  NGVD 29 (??/??/92)  781.796  (m)         2564.94   (f) ADJ UNCH    2 0
 SV0331
 SV0331.Superseded values are not recommended for survey control.
 SV0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0331.See file dsdata.txt to determine how the superseded data were derived.
 SV0331
 SV0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN154580(NAD 83)
 SV0331_MARKER: DD = SURVEY DISK
 SV0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0331_STAMPING: STA 41 127X59.3 P.T. 40 FT TO CL
 SV0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0331+STABILITY: SURFACE MOTION
 SV0331
 SV0331  HISTORY     - Date     Condition        Report By
 SV0331  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0331  HISTORY     - 1952     GOOD             NGS
 SV0331
 SV0331                          STATION DESCRIPTION
 SV0331
 SV0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0331'3.4 MI NW FROM HARRISON.
 SV0331'3.4 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0331'OFFICE AT HARRISON, AT THE SUMMIT OF A GRADE, 41 FEET SOUTHWEST OF THE
 SV0331'CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH OF A FENCE CORNER POST, 0.4
 SV0331'FOOT NORTHWEST OF A WHITE POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY,
 SV0331'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SV0331'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0330 ***********************************************************************
 SV0330  DESIGNATION -  HWY 95 STA 42
 SV0330  PID         -  SV0330
 SV0330  STATE/COUNTY-  ID/KOOTENAI
 SV0330  USGS QUAD   -  HARRISON (1996)
 SV0330
 SV0330                         *CURRENT SURVEY CONTROL
 SV0330  ___________________________________________________________________
 SV0330* NAD 83(1986)-  47 28 33.     (N)    116 47 42.     (W)     SCALED    
 SV0330* NAVD 88     -       785.947  (meters)    2578.56   (feet)  ADJUSTED  
 SV0330  ___________________________________________________________________
 SV0330  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 SV0330  DYNAMIC HT  -         785.963 (meters)    2578.61  (feet)  COMP
 SV0330  MODELED GRAV-     980,607.1   (mgal)                       NAVD 88
 SV0330
 SV0330  VERT ORDER  -  SECOND    CLASS 0
 SV0330
 SV0330.The horizontal coordinates were scaled from a topographic map and have
 SV0330.an estimated accuracy of +/- 6 seconds.
 SV0330
 SV0330.The orthometric height was determined by differential leveling
 SV0330.and adjusted by the National Geodetic Survey in June 1991..
 SV0330
 SV0330.The geoid height was determined by GEOID03.
 SV0330
 SV0330.The dynamic height is computed by dividing the NAVD 88
 SV0330.geopotential number by the normal gravity value computed on the
 SV0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0330.degrees latitude (g = 980.6199 gals.).
 SV0330
 SV0330.The modeled gravity was interpolated from observed gravity values.
 SV0330
 SV0330;                    North         East    Units  Estimated Accuracy
 SV0330;SPC ID W     -   646,020.      721,240.      MT  (+/- 180 meters Scaled)
 SV0330
 SV0330                          SUPERSEDED SURVEY CONTROL
 SV0330
 SV0330  NGVD 29 (??/??/92)  784.844  (m)         2574.94   (f) ADJ UNCH    2 0
 SV0330
 SV0330.Superseded values are not recommended for survey control.
 SV0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0330.See file dsdata.txt to determine how the superseded data were derived.
 SV0330
 SV0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN154580(NAD 83)
 SV0330_MARKER: DD = SURVEY DISK
 SV0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0330_STAMPING: STA 42 127X59.3 P.T. 40 FT TO CL
 SV0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0330+STABILITY: SURFACE MOTION
 SV0330
 SV0330  HISTORY     - Date     Condition        Report By
 SV0330  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0330  HISTORY     - 1952     GOOD             NGS
 SV0330
 SV0330                          STATION DESCRIPTION
 SV0330
 SV0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0330'3.4 MI NW FROM HARRISON.
 SV0330'3.4 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0330'OFFICE AT HARRISON, AT THE SUMMIT OF A GRADE, 38 FEET NORTHEAST OF THE
 SV0330'CENTER LINE OF THE HIGHWAY, 21.7 FEET SOUTHWEST OF A FENCE, ABOUT 5
 SV0330'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SV0330'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0328 ***********************************************************************
 SV0328  DESIGNATION -  HWY 95 STA 43
 SV0328  PID         -  SV0328
 SV0328  STATE/COUNTY-  ID/KOOTENAI
 SV0328  USGS QUAD   -  HARRISON (1996)
 SV0328
 SV0328                         *CURRENT SURVEY CONTROL
 SV0328  ___________________________________________________________________
 SV0328* NAD 83(1986)-  47 29 15.     (N)    116 48 58.     (W)     SCALED    
 SV0328* NAVD 88     -       655.232  (meters)    2149.71   (feet)  ADJUSTED  
 SV0328  ___________________________________________________________________
 SV0328  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 SV0328  DYNAMIC HT  -         655.250 (meters)    2149.77  (feet)  COMP
 SV0328  MODELED GRAV-     980,620.0   (mgal)                       NAVD 88
 SV0328
 SV0328  VERT ORDER  -  SECOND    CLASS 0
 SV0328
 SV0328.The horizontal coordinates were scaled from a topographic map and have
 SV0328.an estimated accuracy of +/- 6 seconds.
 SV0328
 SV0328.The orthometric height was determined by differential leveling
 SV0328.and adjusted by the National Geodetic Survey in June 1991..
 SV0328
 SV0328.The geoid height was determined by GEOID03.
 SV0328
 SV0328.The dynamic height is computed by dividing the NAVD 88
 SV0328.geopotential number by the normal gravity value computed on the
 SV0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0328.degrees latitude (g = 980.6199 gals.).
 SV0328
 SV0328.The modeled gravity was interpolated from observed gravity values.
 SV0328
 SV0328;                    North         East    Units  Estimated Accuracy
 SV0328;SPC ID W     -   647,340.      719,660.      MT  (+/- 180 meters Scaled)
 SV0328
 SV0328                          SUPERSEDED SURVEY CONTROL
 SV0328
 SV0328  NGVD 29 (??/??/92)  654.128  (m)         2146.08   (f) ADJ UNCH    2 0
 SV0328
 SV0328.Superseded values are not recommended for survey control.
 SV0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0328.See file dsdata.txt to determine how the superseded data were derived.
 SV0328
 SV0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN138593(NAD 83)
 SV0328_MARKER: DD = SURVEY DISK
 SV0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0328_STAMPING: SEE TEXT
 SV0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0328+STABILITY: SURFACE MOTION
 SV0328
 SV0328  HISTORY     - Date     Condition        Report By
 SV0328  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0328  HISTORY     - 1952     GOOD             NGS
 SV0328
 SV0328                          STATION DESCRIPTION
 SV0328
 SV0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0328'5.0 MI NW FROM HARRISON.
 SV0328'5.0 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0328'OFFICE AT HARRISON, ABOUT 150 FEET NORTHWEST OF A LARGE FRAME HOUSE,
 SV0328'41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 34.4 FEET EAST OF
 SV0328'THE NORTHEAST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 29 1/2
 SV0328'FEET NORTH OF THE NORTHEAST END OF A CUT, ABOUT 1 FOOT HIGHER THAN THE
 SV0328'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 SV0328'ABOVE THE HIGHWAY.
 SV0328'STAMPING - 217X70.8 B.K. STA 43 P.C. 217X69.9 A.H. 40 FT TO CL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0327 ***********************************************************************
 SV0327  DESIGNATION -  HWY 95 STA 44
 SV0327  PID         -  SV0327
 SV0327  STATE/COUNTY-  ID/KOOTENAI
 SV0327  USGS QUAD   -  HARRISON (1996)
 SV0327
 SV0327                         *CURRENT SURVEY CONTROL
 SV0327  ___________________________________________________________________
 SV0327* NAD 83(1986)-  47 29 15.     (N)    116 48 58.     (W)     SCALED    
 SV0327* NAVD 88     -       653.457  (meters)    2143.88   (feet)  ADJUSTED  
 SV0327  ___________________________________________________________________
 SV0327  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 SV0327  DYNAMIC HT  -         653.476 (meters)    2143.95  (feet)  COMP
 SV0327  MODELED GRAV-     980,620.0   (mgal)                       NAVD 88
 SV0327
 SV0327  VERT ORDER  -  SECOND    CLASS 0
 SV0327
 SV0327.The horizontal coordinates were scaled from a topographic map and have
 SV0327.an estimated accuracy of +/- 6 seconds.
 SV0327
 SV0327.The orthometric height was determined by differential leveling
 SV0327.and adjusted by the National Geodetic Survey in June 1991..
 SV0327
 SV0327.The geoid height was determined by GEOID03.
 SV0327
 SV0327.The dynamic height is computed by dividing the NAVD 88
 SV0327.geopotential number by the normal gravity value computed on the
 SV0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0327.degrees latitude (g = 980.6199 gals.).
 SV0327
 SV0327.The modeled gravity was interpolated from observed gravity values.
 SV0327
 SV0327;                    North         East    Units  Estimated Accuracy
 SV0327;SPC ID W     -   647,340.      719,660.      MT  (+/- 180 meters Scaled)
 SV0327
 SV0327                          SUPERSEDED SURVEY CONTROL
 SV0327
 SV0327  NGVD 29 (??/??/92)  652.354  (m)         2140.26   (f) ADJ UNCH    2 0
 SV0327
 SV0327.Superseded values are not recommended for survey control.
 SV0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0327.See file dsdata.txt to determine how the superseded data were derived.
 SV0327
 SV0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN138593(NAD 83)
 SV0327_MARKER: DD = SURVEY DISK
 SV0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0327_STAMPING: SEE TEXT
 SV0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0327+STABILITY: SURFACE MOTION
 SV0327
 SV0327  HISTORY     - Date     Condition        Report By
 SV0327  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0327  HISTORY     - 1952     GOOD             NGS
 SV0327
 SV0327                          STATION DESCRIPTION
 SV0327
 SV0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0327'5.0 MI NW FROM HARRISON.
 SV0327'5.0 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0327'OFFICE AT HARRISON, 80.5 FEET NORTH OF THE NORTHWEST CORNER OF A LOG
 SV0327'BARN, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 39.9 FEET
 SV0327'SOUTHEAST OF THE SOUTHWEST END OF AN 18-INCH CORRUGATED METAL PIPE
 SV0327'CULVERT, 6.3 FEET SOUTHWEST OF A FENCE, ABOUT 2 FEET LOWER THAN THE
 SV0327'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 SV0327'ABOVE THE GROUND.  STAMPED 40 FT TO CL 217X70.8 B.K. STA 44 P.C.
 SV0327'217X69.9 A.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0326 ***********************************************************************
 SV0326  DESIGNATION -  HWY 95 STA 45
 SV0326  PID         -  SV0326
 SV0326  STATE/COUNTY-  ID/KOOTENAI
 SV0326  USGS QUAD   -  HARRISON (1996)
 SV0326
 SV0326                         *CURRENT SURVEY CONTROL
 SV0326  ___________________________________________________________________
 SV0326* NAD 83(1986)-  47 29 48.     (N)    116 48 55.     (W)     SCALED    
 SV0326* NAVD 88     -       666.088  (meters)    2185.32   (feet)  ADJUSTED  
 SV0326  ___________________________________________________________________
 SV0326  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV0326  DYNAMIC HT  -         666.110 (meters)    2185.40  (feet)  COMP
 SV0326  MODELED GRAV-     980,622.8   (mgal)                       NAVD 88
 SV0326
 SV0326  VERT ORDER  -  SECOND    CLASS 0
 SV0326
 SV0326.The horizontal coordinates were scaled from a topographic map and have
 SV0326.an estimated accuracy of +/- 6 seconds.
 SV0326
 SV0326.The orthometric height was determined by differential leveling
 SV0326.and adjusted by the National Geodetic Survey in June 1991..
 SV0326
 SV0326.The geoid height was determined by GEOID03.
 SV0326
 SV0326.The dynamic height is computed by dividing the NAVD 88
 SV0326.geopotential number by the normal gravity value computed on the
 SV0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0326.degrees latitude (g = 980.6199 gals.).
 SV0326
 SV0326.The modeled gravity was interpolated from observed gravity values.
 SV0326
 SV0326;                    North         East    Units  Estimated Accuracy
 SV0326;SPC ID W     -   648,360.      719,740.      MT  (+/- 180 meters Scaled)
 SV0326
 SV0326                          SUPERSEDED SURVEY CONTROL
 SV0326
 SV0326  NGVD 29 (??/??/92)  664.986  (m)         2181.71   (f) ADJ UNCH    2 0
 SV0326
 SV0326.Superseded values are not recommended for survey control.
 SV0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0326.See file dsdata.txt to determine how the superseded data were derived.
 SV0326
 SV0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN139603(NAD 83)
 SV0326_MARKER: DD = SURVEY DISK
 SV0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0326_STAMPING: 40 FT TO CL 261X45.5 B.K. STA 45 PT 264X83.9 A.H.
 SV0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0326+STABILITY: SURFACE MOTION
 SV0326
 SV0326  HISTORY     - Date     Condition        Report By
 SV0326  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0326  HISTORY     - 1952     GOOD             NGS
 SV0326
 SV0326                          STATION DESCRIPTION
 SV0326
 SV0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0326'5.8 MI NW FROM HARRISON.
 SV0326'5.8 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0326'OFFICE AT HARRISON, 45 FEET NORTHEAST OF THE CENTER OF THE Y JUNCTION
 SV0326'OF A TRACK ROAD LEADING NORTH TO A FARM HOUSE, 38 FEET NORTHEAST OF
 SV0326'THE CENTER LINE OF THE HIGHWAY, 6.5 FEET SOUTHWEST OF A FENCE, ABOUT 7
 SV0326'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SV0326'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0581 ***********************************************************************
 SV0581  DESIGNATION -  HWY 95 STA 46
 SV0581  PID         -  SV0581
 SV0581  STATE/COUNTY-  ID/KOOTENAI
 SV0581  USGS QUAD   -  MICA BAY (1996)
 SV0581
 SV0581                         *CURRENT SURVEY CONTROL
 SV0581  ___________________________________________________________________
 SV0581* NAD 83(1986)-  47 30 05.     (N)    116 49 01.     (W)     SCALED    
 SV0581* NAVD 88     -       659.498  (meters)    2163.70   (feet)  ADJUSTED  
 SV0581  ___________________________________________________________________
 SV0581  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV0581  DYNAMIC HT  -         659.518 (meters)    2163.77  (feet)  COMP
 SV0581  MODELED GRAV-     980,622.8   (mgal)                       NAVD 88
 SV0581
 SV0581  VERT ORDER  -  SECOND    CLASS 0
 SV0581
 SV0581.The horizontal coordinates were scaled from a topographic map and have
 SV0581.an estimated accuracy of +/- 6 seconds.
 SV0581
 SV0581.The orthometric height was determined by differential leveling
 SV0581.and adjusted by the National Geodetic Survey in June 1991..
 SV0581
 SV0581.The geoid height was determined by GEOID03.
 SV0581
 SV0581.The dynamic height is computed by dividing the NAVD 88
 SV0581.geopotential number by the normal gravity value computed on the
 SV0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0581.degrees latitude (g = 980.6199 gals.).
 SV0581
 SV0581.The modeled gravity was interpolated from observed gravity values.
 SV0581
 SV0581;                    North         East    Units  Estimated Accuracy
 SV0581;SPC ID W     -   648,880.      719,620.      MT  (+/- 180 meters Scaled)
 SV0581
 SV0581                          SUPERSEDED SURVEY CONTROL
 SV0581
 SV0581  NGVD 29 (??/??/92)  658.395  (m)         2160.08   (f) ADJ UNCH    2 0
 SV0581
 SV0581.Superseded values are not recommended for survey control.
 SV0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0581.See file dsdata.txt to determine how the superseded data were derived.
 SV0581
 SV0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN137609(NAD 83)
 SV0581_MARKER: DD = SURVEY DISK
 SV0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0581_STAMPING: STA 46 288X65.8 P.C. 40 FT TO CL
 SV0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0581+STABILITY: SURFACE MOTION
 SV0581
 SV0581  HISTORY     - Date     Condition        Report By
 SV0581  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0581  HISTORY     - 1952     GOOD             NGS
 SV0581
 SV0581                          STATION DESCRIPTION
 SV0581
 SV0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0581'6.2 MI NW FROM HARRISON.
 SV0581'6.2 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0581'OFFICE AT HARRISON, ABOUT 200 FEET NORTHWEST OF A TWO STORY FRAME
 SV0581'HOUSE, AT A POINT WHERE A POWER LINE CROSSES THE HIGHWAY, 47 FEET
 SV0581'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET WEST OF A WITNESS
 SV0581'POST, ABOUT 14 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SV0581'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0580 ***********************************************************************
 SV0580  DESIGNATION -  HWY 95 STA 47
 SV0580  PID         -  SV0580
 SV0580  STATE/COUNTY-  ID/KOOTENAI
 SV0580  USGS QUAD   -  MICA BAY (1996)
 SV0580
 SV0580                         *CURRENT SURVEY CONTROL
 SV0580  ___________________________________________________________________
 SV0580* NAD 83(1986)-  47 30 12.     (N)    116 49 07.     (W)     SCALED    
 SV0580* NAVD 88     -       663.239  (meters)    2175.98   (feet)  ADJUSTED  
 SV0580  ___________________________________________________________________
 SV0580  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV0580  DYNAMIC HT  -         663.260 (meters)    2176.05  (feet)  COMP
 SV0580  MODELED GRAV-     980,622.9   (mgal)                       NAVD 88
 SV0580
 SV0580  VERT ORDER  -  SECOND    CLASS 0
 SV0580
 SV0580.The horizontal coordinates were scaled from a topographic map and have
 SV0580.an estimated accuracy of +/- 6 seconds.
 SV0580
 SV0580.The orthometric height was determined by differential leveling
 SV0580.and adjusted by the National Geodetic Survey in June 1991..
 SV0580
 SV0580.The geoid height was determined by GEOID03.
 SV0580
 SV0580.The dynamic height is computed by dividing the NAVD 88
 SV0580.geopotential number by the normal gravity value computed on the
 SV0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0580.degrees latitude (g = 980.6199 gals.).
 SV0580
 SV0580.The modeled gravity was interpolated from observed gravity values.
 SV0580
 SV0580;                    North         East    Units  Estimated Accuracy
 SV0580;SPC ID W     -   649,100.      719,500.      MT  (+/- 180 meters Scaled)
 SV0580
 SV0580                          SUPERSEDED SURVEY CONTROL
 SV0580
 SV0580  NGVD 29 (??/??/92)  662.136  (m)         2172.36   (f) ADJ UNCH    2 0
 SV0580
 SV0580.Superseded values are not recommended for survey control.
 SV0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0580.See file dsdata.txt to determine how the superseded data were derived.
 SV0580
 SV0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN136611(NAD 83)
 SV0580_MARKER: DD = SURVEY DISK
 SV0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0580_STAMPING: STA 47 292X60.0 P.T. 40 FT TO CL
 SV0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0580+STABILITY: SURFACE MOTION
 SV0580
 SV0580  HISTORY     - Date     Condition        Report By
 SV0580  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0580  HISTORY     - 1952     GOOD             NGS
 SV0580
 SV0580                          STATION DESCRIPTION
 SV0580
 SV0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0580'6.3 MI NW FROM HARRISON.
 SV0580'6.3 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0580'OFFICE AT HARRISON, AT THE NORTHWEST END OF A CURVE, 40 FEET SOUTHWEST
 SV0580'OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTHWEST OF A WITNESS
 SV0580'POST, ABOUT 5 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SV0580'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0579 ***********************************************************************
 SV0579  DESIGNATION -  HWY 95 STA 48
 SV0579  PID         -  SV0579
 SV0579  STATE/COUNTY-  ID/KOOTENAI
 SV0579  USGS QUAD   -  MICA BAY (1996)
 SV0579
 SV0579                         *CURRENT SURVEY CONTROL
 SV0579  ___________________________________________________________________
 SV0579* NAD 83(1986)-  47 30 25.     (N)    116 49 15.     (W)     SCALED    
 SV0579* NAVD 88     -       681.886  (meters)    2237.15   (feet)  ADJUSTED  
 SV0579  ___________________________________________________________________
 SV0579  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV0579  DYNAMIC HT  -         681.909 (meters)    2237.23  (feet)  COMP
 SV0579  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 SV0579
 SV0579  VERT ORDER  -  SECOND    CLASS 0
 SV0579
 SV0579.The horizontal coordinates were scaled from a topographic map and have
 SV0579.an estimated accuracy of +/- 6 seconds.
 SV0579
 SV0579.The orthometric height was determined by differential leveling
 SV0579.and adjusted by the National Geodetic Survey in June 1991..
 SV0579
 SV0579.The geoid height was determined by GEOID03.
 SV0579
 SV0579.The dynamic height is computed by dividing the NAVD 88
 SV0579.geopotential number by the normal gravity value computed on the
 SV0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0579.degrees latitude (g = 980.6199 gals.).
 SV0579
 SV0579.The modeled gravity was interpolated from observed gravity values.
 SV0579
 SV0579;                    North         East    Units  Estimated Accuracy
 SV0579;SPC ID W     -   649,510.      719,340.      MT  (+/- 180 meters Scaled)
 SV0579
 SV0579                          SUPERSEDED SURVEY CONTROL
 SV0579
 SV0579  NGVD 29 (??/??/92)  680.783  (m)         2233.54   (f) ADJ UNCH    2 0
 SV0579
 SV0579.Superseded values are not recommended for survey control.
 SV0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0579.See file dsdata.txt to determine how the superseded data were derived.
 SV0579
 SV0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN134615(NAD 83)
 SV0579_MARKER: DD = SURVEY DISK
 SV0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0579_STAMPING: STA 48 306X37.1 P.T. 40 FT TO CL
 SV0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0579+STABILITY: SURFACE MOTION
 SV0579
 SV0579  HISTORY     - Date     Condition        Report By
 SV0579  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0579  HISTORY     - 1952     GOOD             NGS
 SV0579
 SV0579                          STATION DESCRIPTION
 SV0579
 SV0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0579'6.6 MI NW FROM HARRISON.
 SV0579'6.6 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0579'OFFICE AT HARRISON, ON THE SOUTHWEST SLOPE OF A HILL, 77 FEET
 SV0579'NORTHWEST OF THE WEST END OF A CURVE, 44 FEET NORTH OF THE CENTER LINE
 SV0579'OF THE HIGHWAY, 1.8 FEET NORTHEAST OF A WITNESS POST, ABOUT 10 FEET
 SV0579'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SV0579'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0578 ***********************************************************************
 SV0578  DESIGNATION -  HWY 95 STA 49
 SV0578  PID         -  SV0578
 SV0578  STATE/COUNTY-  ID/KOOTENAI
 SV0578  USGS QUAD   -  MICA BAY (1996)
 SV0578
 SV0578                         *CURRENT SURVEY CONTROL
 SV0578  ___________________________________________________________________
 SV0578* NAD 83(1986)-  47 30 50.     (N)    116 48 43.     (W)     SCALED    
 SV0578* NAVD 88     -       671.327  (meters)    2202.51   (feet)  ADJUSTED  
 SV0578  ___________________________________________________________________
 SV0578  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 SV0578  DYNAMIC HT  -         671.348 (meters)    2202.58  (feet)  COMP
 SV0578  MODELED GRAV-     980,621.7   (mgal)                       NAVD 88
 SV0578
 SV0578  VERT ORDER  -  SECOND    CLASS 0
 SV0578
 SV0578.The horizontal coordinates were scaled from a topographic map and have
 SV0578.an estimated accuracy of +/- 6 seconds.
 SV0578
 SV0578.The orthometric height was determined by differential leveling
 SV0578.and adjusted by the National Geodetic Survey in June 1991..
 SV0578
 SV0578.The geoid height was determined by GEOID03.
 SV0578
 SV0578.The dynamic height is computed by dividing the NAVD 88
 SV0578.geopotential number by the normal gravity value computed on the
 SV0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0578.degrees latitude (g = 980.6199 gals.).
 SV0578
 SV0578.The modeled gravity was interpolated from observed gravity values.
 SV0578
 SV0578;                    North         East    Units  Estimated Accuracy
 SV0578;SPC ID W     -   650,270.      720,020.      MT  (+/- 180 meters Scaled)
 SV0578
 SV0578                          SUPERSEDED SURVEY CONTROL
 SV0578
 SV0578  NGVD 29 (??/??/92)  670.222  (m)         2198.89   (f) ADJ UNCH    2 0
 SV0578
 SV0578.Superseded values are not recommended for survey control.
 SV0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0578.See file dsdata.txt to determine how the superseded data were derived.
 SV0578
 SV0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN141622(NAD 83)
 SV0578_MARKER: DD = SURVEY DISK
 SV0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0578_STAMPING: STA 49 354X08.2 P.C. 40 FT TO CL
 SV0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0578+STABILITY: SURFACE MOTION
 SV0578
 SV0578  HISTORY     - Date     Condition        Report By
 SV0578  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0578  HISTORY     - 1952     GOOD             NGS
 SV0578
 SV0578                          STATION DESCRIPTION
 SV0578
 SV0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0578'7.5 MI NW FROM HARRISON.
 SV0578'7.5 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0578'OFFICE AT HARRISON, 0.3 MILE SOUTH OF HALF BOUND BAY, 74 FEET
 SV0578'NORTHEAST OF THE CENTER OF THE Y JUNCTION OF A TRACK ROAD LEADING
 SV0578'SOUTH, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7.6 FEET
 SV0578'NORTHWEST OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 6 FEET
 SV0578'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SV0578'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0577 ***********************************************************************
 SV0577  DESIGNATION -  HWY 95 STA 50
 SV0577  PID         -  SV0577
 SV0577  STATE/COUNTY-  ID/KOOTENAI
 SV0577  USGS QUAD   -  MICA BAY (1996)
 SV0577
 SV0577                         *CURRENT SURVEY CONTROL
 SV0577  ___________________________________________________________________
 SV0577* NAD 83(1986)-  47 30 50.     (N)    116 48 43.     (W)     SCALED    
 SV0577* NAVD 88     -       668.792  (meters)    2194.20   (feet)  ADJUSTED  
 SV0577  ___________________________________________________________________
 SV0577  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 SV0577  DYNAMIC HT  -         668.812 (meters)    2194.26  (feet)  COMP
 SV0577  MODELED GRAV-     980,621.7   (mgal)                       NAVD 88
 SV0577
 SV0577  VERT ORDER  -  SECOND    CLASS 0
 SV0577
 SV0577.The horizontal coordinates were scaled from a topographic map and have
 SV0577.an estimated accuracy of +/- 6 seconds.
 SV0577
 SV0577.The orthometric height was determined by differential leveling
 SV0577.and adjusted by the National Geodetic Survey in June 1991..
 SV0577
 SV0577.The geoid height was determined by GEOID03.
 SV0577
 SV0577.The dynamic height is computed by dividing the NAVD 88
 SV0577.geopotential number by the normal gravity value computed on the
 SV0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0577.degrees latitude (g = 980.6199 gals.).
 SV0577
 SV0577.The modeled gravity was interpolated from observed gravity values.
 SV0577
 SV0577;                    North         East    Units  Estimated Accuracy
 SV0577;SPC ID W     -   650,270.      720,020.      MT  (+/- 180 meters Scaled)
 SV0577
 SV0577                          SUPERSEDED SURVEY CONTROL
 SV0577
 SV0577  NGVD 29 (??/??/92)  667.687  (m)         2190.57   (f) ADJ UNCH    2 0
 SV0577
 SV0577.Superseded values are not recommended for survey control.
 SV0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0577.See file dsdata.txt to determine how the superseded data were derived.
 SV0577
 SV0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN141622(NAD 83)
 SV0577_MARKER: DD = SURVEY DISK
 SV0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0577_STAMPING: STA 50 354X08.2 P.C. 40 FT TO CL
 SV0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0577+STABILITY: SURFACE MOTION
 SV0577
 SV0577  HISTORY     - Date     Condition        Report By
 SV0577  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0577  HISTORY     - 1952     GOOD             NGS
 SV0577
 SV0577                          STATION DESCRIPTION
 SV0577
 SV0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0577'7.5 MI NW FROM HARRISON.
 SV0577'7.5 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0577'OFFICE AT HARRISON, 73 FEET NORTHWEST OF THE CENTER OF THE Y JUNCTION
 SV0577'OF A TRACK ROAD LEADING SOUTH, 40 FEET NORTHWEST OF THE CENTER LINE OF
 SV0577'THE HIGHWAY, 21 1/2 FEET NORTH OF A POWER LINE POLE WITH TWO GUY
 SV0577'WIRES, 6.2 FEET SOUTHEAST OF A FENCE, ABOUT 2 FEET LOWER THAN THE
 SV0577'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 SV0577'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0574 ***********************************************************************
 SV0574  DESIGNATION -  HWY 95 STA 51
 SV0574  PID         -  SV0574
 SV0574  STATE/COUNTY-  ID/KOOTENAI
 SV0574  USGS QUAD   -  MICA BAY (1996)
 SV0574
 SV0574                         *CURRENT SURVEY CONTROL
 SV0574  ___________________________________________________________________
 SV0574* NAD 83(1986)-  47 32 11.     (N)    116 46 31.     (W)     SCALED    
 SV0574* NAVD 88     -       653.611  (meters)    2144.39   (feet)  ADJUSTED  
 SV0574  ___________________________________________________________________
 SV0574  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 SV0574  DYNAMIC HT  -         653.620 (meters)    2144.42  (feet)  COMP
 SV0574  MODELED GRAV-     980,606.2   (mgal)                       NAVD 88
 SV0574
 SV0574  VERT ORDER  -  SECOND    CLASS 0
 SV0574
 SV0574.The horizontal coordinates were scaled from a topographic map and have
 SV0574.an estimated accuracy of +/- 6 seconds.
 SV0574
 SV0574.The orthometric height was determined by differential leveling
 SV0574.and adjusted by the National Geodetic Survey in June 1991..
 SV0574
 SV0574.The geoid height was determined by GEOID03.
 SV0574
 SV0574.The dynamic height is computed by dividing the NAVD 88
 SV0574.geopotential number by the normal gravity value computed on the
 SV0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0574.degrees latitude (g = 980.6199 gals.).
 SV0574
 SV0574.The modeled gravity was interpolated from observed gravity values.
 SV0574
 SV0574;                    North         East    Units  Estimated Accuracy
 SV0574;SPC ID W     -   652,730.      722,810.      MT  (+/- 180 meters Scaled)
 SV0574
 SV0574                          SUPERSEDED SURVEY CONTROL
 SV0574
 SV0574  NGVD 29 (??/??/92)  652.489  (m)         2140.71   (f) ADJ UNCH    2 0
 SV0574
 SV0574.Superseded values are not recommended for survey control.
 SV0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0574.See file dsdata.txt to determine how the superseded data were derived.
 SV0574
 SV0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN169647(NAD 83)
 SV0574_MARKER: DD = SURVEY DISK
 SV0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0574_STAMPING: STA 51
 SV0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0574+STABILITY: SURFACE MOTION
 SV0574
 SV0574  HISTORY     - Date     Condition        Report By
 SV0574  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0574  HISTORY     - 1952     GOOD             NGS
 SV0574
 SV0574                          STATION DESCRIPTION
 SV0574
 SV0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0574'10.4 MI N FROM HARRISON.
 SV0574'10.4 MILES NORTH ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST OFFICE
 SV0574'AT HARRISON, 101 1/2 FEET SOUTHWEST OF THE WEST GAS PUMP OF THE
 SV0574'SERVICE STATION AT CARLIN BAY, 31 1/2 FEET NORTHWEST OF THE CENTER
 SV0574'LINE OF THE HIGHWAY, 23 1/2 FEET NORTHEAST OF A FENCE CORNER POST, 15
 SV0574'FEET NORTH OF A GUY POLE FOR A POWER LINE, 4.3 FEET EAST OF THE EAST
 SV0574'CORNER OF THE NORTHEAST ONE OF TWO 4- X 4-FOOT WHITE BUILDINGS, ABOUT
 SV0574'3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SV0574'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0573 ***********************************************************************
 SV0573  DESIGNATION -  HWY 95 STA 52
 SV0573  PID         -  SV0573
 SV0573  STATE/COUNTY-  ID/KOOTENAI
 SV0573  USGS QUAD   -  MICA BAY (1996)
 SV0573
 SV0573                         *CURRENT SURVEY CONTROL
 SV0573  ___________________________________________________________________
 SV0573* NAD 83(1986)-  47 32 22.     (N)    116 46 03.     (W)     SCALED    
 SV0573* NAVD 88     -       651.617  (meters)    2137.85   (feet)  ADJUSTED  
 SV0573  ___________________________________________________________________
 SV0573  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 SV0573  DYNAMIC HT  -         651.623 (meters)    2137.87  (feet)  COMP
 SV0573  MODELED GRAV-     980,600.8   (mgal)                       NAVD 88
 SV0573
 SV0573  VERT ORDER  -  SECOND    CLASS 0
 SV0573
 SV0573.The horizontal coordinates were scaled from a topographic map and have
 SV0573.an estimated accuracy of +/- 6 seconds.
 SV0573
 SV0573.The orthometric height was determined by differential leveling
 SV0573.and adjusted by the National Geodetic Survey in June 1991..
 SV0573
 SV0573.The geoid height was determined by GEOID03.
 SV0573
 SV0573.The dynamic height is computed by dividing the NAVD 88
 SV0573.geopotential number by the normal gravity value computed on the
 SV0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0573.degrees latitude (g = 980.6199 gals.).
 SV0573
 SV0573.The modeled gravity was interpolated from observed gravity values.
 SV0573
 SV0573;                    North         East    Units  Estimated Accuracy
 SV0573;SPC ID W     -   653,070.      723,400.      MT  (+/- 180 meters Scaled)
 SV0573
 SV0573                          SUPERSEDED SURVEY CONTROL
 SV0573
 SV0573  NGVD 29 (??/??/92)  650.491  (m)         2134.15   (f) ADJ UNCH    2 0
 SV0573
 SV0573.Superseded values are not recommended for survey control.
 SV0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0573.See file dsdata.txt to determine how the superseded data were derived.
 SV0573
 SV0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN174651(NAD 83)
 SV0573_MARKER: DD = SURVEY DISK
 SV0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0573_STAMPING: STA 52
 SV0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0573+STABILITY: SURFACE MOTION
 SV0573
 SV0573  HISTORY     - Date     Condition        Report By
 SV0573  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0573  HISTORY     - 1952     GOOD             NGS
 SV0573  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0573
 SV0573                          STATION DESCRIPTION
 SV0573
 SV0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0573'10.9 MI N FROM HARRISON.
 SV0573'10.9 MILES NORTH ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST OFFICE
 SV0573'AT HARRISON, 0.5 MILE NORTHWEST OF CARLIN BAY, 0.1 MILE SOUTHEAST OF
 SV0573'THE Y JUNCTION OF A ROAD LEADING EAST, AT THE NORTHWEST END OF A SHARP
 SV0573'CURVE, 19 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET
 SV0573'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 SV0573'TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 SV0573
 SV0573                          STATION RECOVERY (1976)
 SV0573
 SV0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0573'THERE HAS BEEN CONSTRUCTION IN THIS AREA SINCE THE MARK WAS SET. THE
 SV0573'ROADBED HAS BEEN RAISED ABOUT THREE FEET AND MEASUREMENTS INDICATE
 SV0573'THE MARK HAS PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0566 ***********************************************************************
 SV0566  DESIGNATION -  HWY 95 STA 714+58.0
 SV0566  PID         -  SV0566
 SV0566  STATE/COUNTY-  ID/KOOTENAI
 SV0566  USGS QUAD   -  MICA BAY (1996)
 SV0566
 SV0566                         *CURRENT SURVEY CONTROL
 SV0566  ___________________________________________________________________
 SV0566* NAD 83(1986)-  47 34 21.     (N)    116 46 55.     (W)     SCALED    
 SV0566* NAVD 88     -       653.987  (meters)    2145.62   (feet)  ADJUSTED  
 SV0566  ___________________________________________________________________
 SV0566  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 SV0566  DYNAMIC HT  -         654.006 (meters)    2145.68  (feet)  COMP
 SV0566  MODELED GRAV-     980,620.7   (mgal)                       NAVD 88
 SV0566
 SV0566  VERT ORDER  -  SECOND    CLASS 0
 SV0566
 SV0566.The horizontal coordinates were scaled from a topographic map and have
 SV0566.an estimated accuracy of +/- 6 seconds.
 SV0566
 SV0566.The orthometric height was determined by differential leveling
 SV0566.and adjusted by the National Geodetic Survey in June 1991..
 SV0566
 SV0566.The geoid height was determined by GEOID03.
 SV0566
 SV0566.The dynamic height is computed by dividing the NAVD 88
 SV0566.geopotential number by the normal gravity value computed on the
 SV0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0566.degrees latitude (g = 980.6199 gals.).
 SV0566
 SV0566.The modeled gravity was interpolated from observed gravity values.
 SV0566
 SV0566;                    North         East    Units  Estimated Accuracy
 SV0566;SPC ID W     -   656,750.      722,360.      MT  (+/- 180 meters Scaled)
 SV0566
 SV0566                          SUPERSEDED SURVEY CONTROL
 SV0566
 SV0566  NGVD 29 (??/??/92)  652.867  (m)         2141.95   (f) ADJ UNCH    2 0
 SV0566
 SV0566.Superseded values are not recommended for survey control.
 SV0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0566.See file dsdata.txt to determine how the superseded data were derived.
 SV0566
 SV0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN164688(NAD 83)
 SV0566_MARKER: DD = SURVEY DISK
 SV0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0566_STAMPING: P.C. 714+58.0 18 FT
 SV0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0566+STABILITY: SURFACE MOTION
 SV0566
 SV0566  HISTORY     - Date     Condition        Report By
 SV0566  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0566  HISTORY     - 1952     GOOD             NGS
 SV0566
 SV0566                          STATION DESCRIPTION
 SV0566
 SV0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0566'13.8 MI NW FROM HARRISON.
 SV0566'13.8 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0566'OFFICE AT HARRISON, 0.15 MILE SOUTHEAST OF THE TURNER BAY SERVICE
 SV0566'STATION, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5.4 FEET
 SV0566'SOUTHEAST OF A GUARD RAIL POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 SV0566'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0565 ***********************************************************************
 SV0565  DESIGNATION -  HWY 95 STA 731+68.8
 SV0565  PID         -  SV0565
 SV0565  STATE/COUNTY-  ID/KOOTENAI
 SV0565  USGS QUAD   -  MICA BAY (1996)
 SV0565
 SV0565                         *CURRENT SURVEY CONTROL
 SV0565  ___________________________________________________________________
 SV0565* NAD 83(1986)-  47 34 31.     (N)    116 46 58.     (W)     SCALED    
 SV0565* NAVD 88     -       656.799  (meters)    2154.85   (feet)  ADJUSTED  
 SV0565  ___________________________________________________________________
 SV0565  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 SV0565  DYNAMIC HT  -         656.819 (meters)    2154.91  (feet)  COMP
 SV0565  MODELED GRAV-     980,621.3   (mgal)                       NAVD 88
 SV0565
 SV0565  VERT ORDER  -  SECOND    CLASS 0
 SV0565
 SV0565.The horizontal coordinates were scaled from a topographic map and have
 SV0565.an estimated accuracy of +/- 6 seconds.
 SV0565
 SV0565.The orthometric height was determined by differential leveling
 SV0565.and adjusted by the National Geodetic Survey in June 1991..
 SV0565
 SV0565.The geoid height was determined by GEOID03.
 SV0565
 SV0565.The dynamic height is computed by dividing the NAVD 88
 SV0565.geopotential number by the normal gravity value computed on the
 SV0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0565.degrees latitude (g = 980.6199 gals.).
 SV0565
 SV0565.The modeled gravity was interpolated from observed gravity values.
 SV0565
 SV0565;                    North         East    Units  Estimated Accuracy
 SV0565;SPC ID W     -   657,060.      722,300.      MT  (+/- 180 meters Scaled)
 SV0565
 SV0565                          SUPERSEDED SURVEY CONTROL
 SV0565
 SV0565  NGVD 29 (??/??/92)  655.680  (m)         2151.18   (f) ADJ UNCH    2 0
 SV0565
 SV0565.Superseded values are not recommended for survey control.
 SV0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0565.See file dsdata.txt to determine how the superseded data were derived.
 SV0565
 SV0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN163691(NAD 83)
 SV0565_MARKER: DD = SURVEY DISK
 SV0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0565_STAMPING: P. O.731+68.8 40 FT
 SV0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0565+STABILITY: SURFACE MOTION
 SV0565
 SV0565  HISTORY     - Date     Condition        Report By
 SV0565  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0565  HISTORY     - 1952     GOOD             NGS
 SV0565
 SV0565                          STATION DESCRIPTION
 SV0565
 SV0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0565'14.1 MI NW FROM HARRISON.
 SV0565'14.1 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0565'OFFICE AT HARRISON, 0.1 MILE WEST OF THE TURNER BAY SERVICE STATION,
 SV0565'IN A SMALL RAVINE, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 SV0565'3.7 FEET NORTH OF A LARGE WHITE PAINTED ROCK, ABOUT 14 FEET HIGHER
 SV0565'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2
 SV0565'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0563 ***********************************************************************
 SV0563  DESIGNATION -  HWY 95 STA 747+23
 SV0563  PID         -  SV0563
 SV0563  STATE/COUNTY-  ID/KOOTENAI
 SV0563  USGS QUAD   -  MICA BAY (1996)
 SV0563
 SV0563                         *CURRENT SURVEY CONTROL
 SV0563  ___________________________________________________________________
 SV0563* NAD 83(1986)-  47 34 38.     (N)    116 47 22.     (W)     SCALED    
 SV0563* NAVD 88     -       662.027  (meters)    2172.00   (feet)  ADJUSTED  
 SV0563  ___________________________________________________________________
 SV0563  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SV0563  DYNAMIC HT  -         662.049 (meters)    2172.07  (feet)  COMP
 SV0563  MODELED GRAV-     980,624.5   (mgal)                       NAVD 88
 SV0563
 SV0563  VERT ORDER  -  SECOND    CLASS 0
 SV0563
 SV0563.The horizontal coordinates were scaled from a topographic map and have
 SV0563.an estimated accuracy of +/- 6 seconds.
 SV0563
 SV0563.The orthometric height was determined by differential leveling
 SV0563.and adjusted by the National Geodetic Survey in June 1991..
 SV0563
 SV0563.The geoid height was determined by GEOID03.
 SV0563
 SV0563.The dynamic height is computed by dividing the NAVD 88
 SV0563.geopotential number by the normal gravity value computed on the
 SV0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0563.degrees latitude (g = 980.6199 gals.).
 SV0563
 SV0563.The modeled gravity was interpolated from observed gravity values.
 SV0563
 SV0563;                    North         East    Units  Estimated Accuracy
 SV0563;SPC ID W     -   657,290.      721,810.      MT  (+/- 180 meters Scaled)
 SV0563
 SV0563                          SUPERSEDED SURVEY CONTROL
 SV0563
 SV0563  NGVD 29 (??/??/92)  660.910  (m)         2168.34   (f) ADJ UNCH    2 0
 SV0563
 SV0563.Superseded values are not recommended for survey control.
 SV0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0563.See file dsdata.txt to determine how the superseded data were derived.
 SV0563
 SV0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN158693(NAD 83)
 SV0563_MARKER: DD = SURVEY DISK
 SV0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0563_STAMPING: P.T. 747+23 40 FT
 SV0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0563+STABILITY: SURFACE MOTION
 SV0563
 SV0563  HISTORY     - Date     Condition        Report By
 SV0563  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0563  HISTORY     - 1952     GOOD             NGS
 SV0563
 SV0563                          STATION DESCRIPTION
 SV0563
 SV0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0563'14.4 MI NW FROM HARRISON.
 SV0563'14.4 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0563'OFFICE AT HARRISON, 151 FEET SOUTHEAST OF THE CENTER OF THE Y JUNCTION
 SV0563'OF A TRACK ROAD LEADING SOUTHEAST, 40 FEET EAST OF THE CENTER LINE OF
 SV0563'THE HIGHWAY, 2.8 FEET NORTHEAST OF A WITNESS POST, ABOUT 7 FEET HIGHER
 SV0563'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SV0563'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0564 ***********************************************************************
 SV0564  DESIGNATION -  HWY 95 STA 747+23.8
 SV0564  PID         -  SV0564
 SV0564  STATE/COUNTY-  ID/KOOTENAI
 SV0564  USGS QUAD   -  MICA BAY (1996)
 SV0564
 SV0564                         *CURRENT SURVEY CONTROL
 SV0564  ___________________________________________________________________
 SV0564* NAD 83(1986)-  47 34 38.     (N)    116 47 22.     (W)     SCALED    
 SV0564* NAVD 88     -       656.791  (meters)    2154.82   (feet)  ADJUSTED  
 SV0564  ___________________________________________________________________
 SV0564  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SV0564  DYNAMIC HT  -         656.813 (meters)    2154.89  (feet)  COMP
 SV0564  MODELED GRAV-     980,624.5   (mgal)                       NAVD 88
 SV0564
 SV0564  VERT ORDER  -  SECOND    CLASS 0
 SV0564
 SV0564.The horizontal coordinates were scaled from a topographic map and have
 SV0564.an estimated accuracy of +/- 6 seconds.
 SV0564
 SV0564.The orthometric height was determined by differential leveling
 SV0564.and adjusted by the National Geodetic Survey in June 1991..
 SV0564
 SV0564.The geoid height was determined by GEOID03.
 SV0564
 SV0564.The dynamic height is computed by dividing the NAVD 88
 SV0564.geopotential number by the normal gravity value computed on the
 SV0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0564.degrees latitude (g = 980.6199 gals.).
 SV0564
 SV0564.The modeled gravity was interpolated from observed gravity values.
 SV0564
 SV0564;                    North         East    Units  Estimated Accuracy
 SV0564;SPC ID W     -   657,290.      721,810.      MT  (+/- 180 meters Scaled)
 SV0564
 SV0564                          SUPERSEDED SURVEY CONTROL
 SV0564
 SV0564  NGVD 29 (??/??/92)  655.674  (m)         2151.16   (f) ADJ UNCH    2 0
 SV0564
 SV0564.Superseded values are not recommended for survey control.
 SV0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0564.See file dsdata.txt to determine how the superseded data were derived.
 SV0564
 SV0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN158693(NAD 83)
 SV0564_MARKER: DD = SURVEY DISK
 SV0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0564_STAMPING: P.T. 747+23.8 40 FT
 SV0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0564+STABILITY: SURFACE MOTION
 SV0564
 SV0564  HISTORY     - Date     Condition        Report By
 SV0564  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0564  HISTORY     - 1952     GOOD             NGS
 SV0564
 SV0564                          STATION DESCRIPTION
 SV0564
 SV0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0564'14.4 MI NW FROM HARRISON.
 SV0564'14.4 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0564'OFFICE AT HARRISON, 165 FEET SOUTHWEST OF THE CENTER OF THE Y JUNCTION
 SV0564'OF A TRACK ROAD LEADING SOUTHEAST, 40 FEET WEST OF THE CENTER LINE OF
 SV0564'THE HIGHWAY, 37 FEET SOUTHWEST OF THE POST AT THE NORTH END OF A GUARD
 SV0564'RAIL, ABOUT 7 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 SV0564'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0562 ***********************************************************************
 SV0562  DESIGNATION -  HWY 95 STA 754+51.8
 SV0562  PID         -  SV0562
 SV0562  STATE/COUNTY-  ID/KOOTENAI
 SV0562  USGS QUAD   -  MICA BAY (1996)
 SV0562
 SV0562                         *CURRENT SURVEY CONTROL
 SV0562  ___________________________________________________________________
 SV0562* NAD 83(1986)-  47 34 51.     (N)    116 47 25.     (W)     SCALED    
 SV0562* NAVD 88     -       669.099  (meters)    2195.20   (feet)  ADJUSTED  
 SV0562  ___________________________________________________________________
 SV0562  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SV0562  DYNAMIC HT  -         669.122 (meters)    2195.28  (feet)  COMP
 SV0562  MODELED GRAV-     980,624.9   (mgal)                       NAVD 88
 SV0562
 SV0562  VERT ORDER  -  SECOND    CLASS 0
 SV0562
 SV0562.The horizontal coordinates were scaled from a topographic map and have
 SV0562.an estimated accuracy of +/- 6 seconds.
 SV0562
 SV0562.The orthometric height was determined by differential leveling
 SV0562.and adjusted by the National Geodetic Survey in June 1991..
 SV0562
 SV0562.The geoid height was determined by GEOID03.
 SV0562
 SV0562.The dynamic height is computed by dividing the NAVD 88
 SV0562.geopotential number by the normal gravity value computed on the
 SV0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0562.degrees latitude (g = 980.6199 gals.).
 SV0562
 SV0562.The modeled gravity was interpolated from observed gravity values.
 SV0562
 SV0562;                    North         East    Units  Estimated Accuracy
 SV0562;SPC ID W     -   657,690.      721,750.      MT  (+/- 180 meters Scaled)
 SV0562
 SV0562                          SUPERSEDED SURVEY CONTROL
 SV0562
 SV0562  NGVD 29 (??/??/92)  667.982  (m)         2191.54   (f) ADJ UNCH    2 0
 SV0562
 SV0562.Superseded values are not recommended for survey control.
 SV0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0562.See file dsdata.txt to determine how the superseded data were derived.
 SV0562
 SV0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN157697(NAD 83)
 SV0562_MARKER: DD = SURVEY DISK
 SV0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0562_STAMPING: PC 754+51.8 40 FT
 SV0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0562+STABILITY: SURFACE MOTION
 SV0562
 SV0562  HISTORY     - Date     Condition        Report By
 SV0562  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0562  HISTORY     - 1952     GOOD             NGS
 SV0562
 SV0562                          STATION DESCRIPTION
 SV0562
 SV0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0562'14.5 MI NW FROM HARRISON.
 SV0562'14.5 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0562'OFFICE AT HARRISON, 89 FEET SOUTHEAST OF THE CENTER OF THE Y JUNCTION
 SV0562'OF A TRACK ROAD LEADING SOUTHEAST, 41.9 FEET SOUTHEAST OF B. M.
 SV0562'755+60.0 (D.P.W.), 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.4
 SV0562'FEET NORTHEAST OF A WITNESS POST, ABOUT 9 FEET HIGHER THAN THE
 SV0562'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 SV0562'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0561 ***********************************************************************
 SV0561  DESIGNATION -  HWY 95 STA 755+60.0
 SV0561  PID         -  SV0561
 SV0561  STATE/COUNTY-  ID/KOOTENAI
 SV0561  USGS QUAD   -  MICA BAY (1996)
 SV0561
 SV0561                         *CURRENT SURVEY CONTROL
 SV0561  ___________________________________________________________________
 SV0561* NAD 83(1986)-  47 34 51.     (N)    116 47 25.     (W)     SCALED    
 SV0561* NAVD 88     -       668.644  (meters)    2193.71   (feet)  ADJUSTED  
 SV0561  ___________________________________________________________________
 SV0561  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SV0561  DYNAMIC HT  -         668.667 (meters)    2193.78  (feet)  COMP
 SV0561  MODELED GRAV-     980,624.9   (mgal)                       NAVD 88
 SV0561
 SV0561  VERT ORDER  -  SECOND    CLASS 0
 SV0561
 SV0561.The horizontal coordinates were scaled from a topographic map and have
 SV0561.an estimated accuracy of +/- 6 seconds.
 SV0561
 SV0561.The orthometric height was determined by differential leveling
 SV0561.and adjusted by the National Geodetic Survey in June 1991..
 SV0561
 SV0561.The geoid height was determined by GEOID03.
 SV0561
 SV0561.The dynamic height is computed by dividing the NAVD 88
 SV0561.geopotential number by the normal gravity value computed on the
 SV0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0561.degrees latitude (g = 980.6199 gals.).
 SV0561
 SV0561.The modeled gravity was interpolated from observed gravity values.
 SV0561
 SV0561;                    North         East    Units  Estimated Accuracy
 SV0561;SPC ID W     -   657,690.      721,750.      MT  (+/- 180 meters Scaled)
 SV0561
 SV0561                          SUPERSEDED SURVEY CONTROL
 SV0561
 SV0561  NGVD 29 (??/??/92)  667.526  (m)         2190.04   (f) ADJ UNCH    2 0
 SV0561
 SV0561.Superseded values are not recommended for survey control.
 SV0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0561.See file dsdata.txt to determine how the superseded data were derived.
 SV0561
 SV0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN157697(NAD 83)
 SV0561_MARKER: DD = SURVEY DISK
 SV0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0561_STAMPING: POC 755+60.0 33 FT
 SV0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0561+STABILITY: SURFACE MOTION
 SV0561
 SV0561  HISTORY     - Date     Condition        Report By
 SV0561  HISTORY     - UNK      MONUMENTED       IDPWD
 SV0561  HISTORY     - 1952     GOOD             NGS
 SV0561
 SV0561                          STATION DESCRIPTION
 SV0561
 SV0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0561'14.5 MI NW FROM HARRISON.
 SV0561'14.5 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0561'OFFICE AT HARRISON, 53 FEET SOUTHEAST OF THE CENTER OF THE Y JUNCTION
 SV0561'OF A TRACK ROAD LEADING SOUTHEAST, 34 FEET EAST OF THE CENTER LINE OF
 SV0561'THE HIGHWAY, 2.9 FEET EAST OF A WHITE WOODEN POST PAINTED FAP 29A2 FAP
 SV0561'29D PROJECTING 4 FEET ABOVE THE GROUND, ABOUT 6 FEET HIGHER THAN THE
 SV0561'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT
 SV0561'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0078 ***********************************************************************
 TO0078  DESIGNATION -  HWY 95 STA 779+377
 TO0078  PID         -  TO0078
 TO0078  STATE/COUNTY-  ID/BOUNDARY
 TO0078  USGS QUAD   -  HALL MOUNTAIN (1996)
 TO0078
 TO0078                         *CURRENT SURVEY CONTROL
 TO0078  ___________________________________________________________________
 TO0078* NAD 83(1986)-  48 53 37.     (N)    116 21 34.     (W)     SCALED    
 TO0078* NAVD 88     -       665.625  (meters)    2183.80   (feet)  ADJUSTED  
 TO0078  ___________________________________________________________________
 TO0078  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 TO0078  DYNAMIC HT  -         665.698 (meters)    2184.04  (feet)  COMP
 TO0078  MODELED GRAV-     980,699.0   (mgal)                       NAVD 88
 TO0078
 TO0078  VERT ORDER  -  FIRST     CLASS II
 TO0078
 TO0078.The horizontal coordinates were scaled from a topographic map and have
 TO0078.an estimated accuracy of +/- 6 seconds.
 TO0078
 TO0078.The orthometric height was determined by differential leveling
 TO0078.and adjusted by the National Geodetic Survey in June 1991..
 TO0078
 TO0078.The geoid height was determined by GEOID03.
 TO0078
 TO0078.The dynamic height is computed by dividing the NAVD 88
 TO0078.geopotential number by the normal gravity value computed on the
 TO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0078.degrees latitude (g = 980.6199 gals.).
 TO0078
 TO0078.The modeled gravity was interpolated from observed gravity values.
 TO0078
 TO0078;                    North         East    Units  Estimated Accuracy
 TO0078;SPC ID W     -   803,310.      755,310.      MT  (+/- 180 meters Scaled)
 TO0078
 TO0078                          SUPERSEDED SURVEY CONTROL
 TO0078
 TO0078  NGVD 29 (??/??/92)  664.418  (m)         2179.84   (f) ADJ UNCH    1 2
 TO0078
 TO0078.Superseded values are not recommended for survey control.
 TO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0078.See file dsdata.txt to determine how the superseded data were derived.
 TO0078
 TO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ469158(NAD 83)
 TO0078_MARKER: DD = SURVEY DISK
 TO0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0078_STAMPING: 779+377 RPPT RW 70
 TO0078_PROJECTION: FLUSH
 TO0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0078+STABILITY: SURFACE MOTION
 TO0078
 TO0078  HISTORY     - Date     Condition        Report By
 TO0078  HISTORY     - UNK      MONUMENTED       IDPWD
 TO0078  HISTORY     - 1946     GOOD             NGS
 TO0078  HISTORY     - 1964     MARK NOT FOUND   USGS
 TO0078  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0078
 TO0078                          STATION DESCRIPTION
 TO0078
 TO0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TO0078'1.9 MI E FROM COPELAND.
 TO0078'1.0 MILE NORTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 TO0078'COPELAND, THENCE 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 1, AT THE
 TO0078'JUNCTION OF STATE HIGHWAY 1 AND U. S. HIGHWAY 95, 600 FEET NORTHWEST
 TO0078'OF THE CENTER LINE OF THE JUNCTION, 40 FEET NORTHEAST OF THE CENTER
 TO0078'LINE OF STATE HIGHWAY 1, 17.2 FEET NORTH OF THE NORTHEAST CORNER OF
 TO0078'THE CONCRETE HEADWALL OF A CULVERT, AND SET IN THE TOP OF A CONCRETE
 TO0078'POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.  NOTE-- THERE IS NEW
 TO0078'CONSTRUCTION IN THIS AREA AND THE BENCH MARK HAS PROBABLY BEEN
 TO0078'DISTURBED.
 TO0078
 TO0078                          STATION RECOVERY (1964)
 TO0078
 TO0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0078'MARK NOT FOUND.
 TO0078
 TO0078                          STATION RECOVERY (1980)
 TO0078
 TO0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0078'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-
 TO0078'THERE HAS BEEN RECENT HIGHWAY CONSTRUCTION IN THIS AREA, MARK IS
 TO0078'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0720 ***********************************************************************
 OH0720  DESIGNATION -  HWY 95 STA A 1+08.6 PC
 OH0720  PID         -  OH0720
 OH0720  STATE/COUNTY-  ID/CANYON
 OH0720  USGS QUAD   -  HOMEDALE (1971)
 OH0720
 OH0720                         *CURRENT SURVEY CONTROL
 OH0720  ___________________________________________________________________
 OH0720* NAD 83(1986)-  43 37 12.     (N)    116 55 21.     (W)     SCALED    
 OH0720* NAVD 88     -       681.702  (meters)    2236.55   (feet)  ADJUSTED  
 OH0720  ___________________________________________________________________
 OH0720  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 OH0720  DYNAMIC HT  -         681.459 (meters)    2235.75  (feet)  COMP
 OH0720  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 OH0720
 OH0720  VERT ORDER  -  SECOND    CLASS 0
 OH0720
 OH0720.The horizontal coordinates were scaled from a topographic map and have
 OH0720.an estimated accuracy of +/- 6 seconds.
 OH0720
 OH0720.The orthometric height was determined by differential leveling
 OH0720.and adjusted by the National Geodetic Survey in June 1991..
 OH0720
 OH0720.The geoid height was determined by GEOID03.
 OH0720
 OH0720.The dynamic height is computed by dividing the NAVD 88
 OH0720.geopotential number by the normal gravity value computed on the
 OH0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0720.degrees latitude (g = 980.6199 gals.).
 OH0720
 OH0720.The modeled gravity was interpolated from observed gravity values.
 OH0720
 OH0720;                    North         East    Units  Estimated Accuracy
 OH0720;SPC ID W     -   217,640.      705,370.      MT  (+/- 180 meters Scaled)
 OH0720
 OH0720                          SUPERSEDED SURVEY CONTROL
 OH0720
 OH0720  NGVD 29 (??/??/92)  680.759  (m)         2233.46   (f) ADJ UNCH    2 0
 OH0720
 OH0720.Superseded values are not recommended for survey control.
 OH0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0720.See file dsdata.txt to determine how the superseded data were derived.
 OH0720
 OH0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ062296(NAD 83)
 OH0720_MARKER: DD = SURVEY DISK
 OH0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0720_STAMPING: A 1 + 08.6 25.0 PC BM 2233.60
 OH0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0720+STABILITY: SURFACE MOTION
 OH0720
 OH0720  HISTORY     - Date     Condition        Report By
 OH0720  HISTORY     - UNK      MONUMENTED       IDPWD
 OH0720  HISTORY     - 1951     GOOD             NGS
 OH0720
 OH0720                          STATION DESCRIPTION
 OH0720
 OH0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0720'0.5 MI E FROM HOMEDALE.
 OH0720'0.5 MILE EAST ALONG THE HIGHWAY FROM THE HIGH SCHOOL IN HOMEDALE NEAR
 OH0720'THE NORTHEAST END OF A STEEL BRIDGE OVER THE SNAKE RIVER, 110 FEET
 OH0720'NORTHEAST OF THE NORTHEAST CORNER OF A STEEL BRIDGE OVER THE SNAKE
 OH0720'RIVER, 73 FEET NORTHWEST OF A TWO STORY HOUSE, 38 1/2 FEET EAST OF THE
 OH0720'CENTER OF Y JUNCTION OF U. S. HIGHWAY 95 LEADING NORTHWEST AND A PAVED
 OH0720'ROAD LEADING EAST.  21 1/2 FEET SOUTHEAST OF THE CENTERLINE OF A ROAD
 OH0720'LEADING EAST, 6.3 FEET SOUTHEAST OF A CONCRETE POST PAINTED S-262 AND
 OH0720'ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OH0720'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0915 ***********************************************************************
 OZ0915  DESIGNATION -  HYNDMAN
 OZ0915  PID         -  OZ0915
 OZ0915  STATE/COUNTY-  ID/BLAINE
 OZ0915  USGS QUAD   -  HYNDMAN PEAK (1967)
 OZ0915
 OZ0915                         *CURRENT SURVEY CONTROL
 OZ0915  ___________________________________________________________________
 OZ0915* NAD 83(1992)-  43 44 57.74531(N)    114 07 52.15625(W)     ADJUSTED  
 OZ0915* NAVD 88     -      3661.4    (meters)   12012.     (feet)  VERTCON   
 OZ0915  ___________________________________________________________________
 OZ0915  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 OZ0915  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 OZ0915
 OZ0915  HORZ ORDER  -  FIRST
 OZ0915
 OZ0915.The horizontal coordinates were established by classical geodetic methods
 OZ0915.and adjusted by the National Geodetic Survey in July 1992..
 OZ0915
 OZ0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0915
 OZ0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0915
 OZ0915.The geoid height was determined by GEOID03.
 OZ0915
 OZ0915;                    North         East     Units Scale Factor Converg.
 OZ0915;SPC ID C     -   231,357.986   489,436.971   MT  0.99994874   -0 05 26.5
 OZ0915;UTM  11      - 4,848,037.368   730,977.484   MT  1.00025625   +1 59 04.9
 OZ0915
 OZ0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0915!SPC ID C     -   0.99942802  x   0.99994874  =   0.99937679
 OZ0915!UTM  11      -   0.99942802  x   1.00025625  =   0.99968413
 OZ0915
 OZ0915:                Primary Azimuth Mark                     Grid Az
 OZ0915:SPC ID C     -  PORPHYRY                                 035 14 15.7
 OZ0915:UTM  11      -  PORPHYRY                                 033 09 44.3
 OZ0915
 OZ0915|---------------------------------------------------------------------|
 OZ0915| PID    Reference Object                     Distance      Geod. Az  |
 OZ0915|                                                           dddmmss.s |
 OZ0915| OY1001 PORPHYRY                            APPROX.24.6 KM 0350849.2 |
 OZ0915| CD5305 HYNDMAN RM 1                          2.990 METERS 11434     |
 OZ0915| CD5306 HYNDMAN RM 2                          7.115 METERS 30248     |
 OZ0915|---------------------------------------------------------------------|
 OZ0915
 OZ0915                          SUPERSEDED SURVEY CONTROL
 OZ0915
 OZ0915  NAD 83(1986)-  43 44 57.74317(N)    114 07 52.14999(W) AD(       ) 1
 OZ0915  NAD 27      -  43 44 58.07718(N)    114 07 48.92778(W) AD(       ) 1
 OZ0915  NGVD 29 (07/19/86) 3659.8    (m)        12007.     (f) VERT ANG       
 OZ0915
 OZ0915.Superseded values are not recommended for survey control.
 OZ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0915.See file dsdata.txt to determine how the superseded data were derived.
 OZ0915
 OZ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ3097748037(NAD 83)
 OZ0915_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ0915_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0915
 OZ0915  HISTORY     - Date     Condition        Report By
 OZ0915  HISTORY     - 1965     MONUMENTED       CGS
 OZ0915  HISTORY     - 1967     SEE DESCRIPTION  USGS
 OZ0915
 OZ0915                          STATION DESCRIPTION
 OZ0915
 OZ0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JJL)
 OZ0915'THE STATION IS LOCATED ON THE SUMMIT OF HYNDMAN PEAK.  IT IS
 OZ0915'LOCATED ABOUT 28 MILES SOUTHWEST OF MACKAY, 13 MILES NORTHEAST
 OZ0915'OF KETCHUM AND 9-1/2 MILES SOUTH OF WILDHORSE RANGER STATION.  THE
 OZ0915'MOUNTAIN IS A SHARP, GREY PEAK HAVING SHEAR ROCK CLIFFS TO THE
 OZ0915'NORTHWEST, NORTH AND NORTHEAST WITH THE SOUTHERN SLOPE BEING
 OZ0915'STEEP AND COVERED BY ROCKS AND LARGE BOULDERS.  IT IS 12,078 FEET
 OZ0915'IN ELEVATION AND SURROUNDED BY OTHER JAGGED PEAKS BUT IT
 OZ0915'IS THE HIGHEST POINT IN THE VICINITY.
 OZ0915'
 OZ0915'TO REACH THE STATION FROM THE POST OFFICE IN MACKAY, GO SOUTH
 OZ0915'FOR 0.05 MILE TO THE JUNCTION OF HIGHWAY 93 A.  TURN RIGHT AND GO
 OZ0915'WEST ON HIGHWAY 93 A FOR 15.5 MILES TO A SIDE ROAD LEFT.  TURN
 OZ0915'LEFT AND GO SOUTHWEST ON TRAIL CREEK ROAD FOR 17.9 MILES TO A
 OZ0915'Y-FORK AND A SIGN COPPER BASIN AND THE END OF TRUCK TRAVEL
 OZ0915'AT THIS TIME.  A HELICOPTER IS REQUIRED TO REACH THE STATION
 OZ0915'FROM THIS POINT.  FROM HERE, FLY A TRUE COURSE OF 182 DEGREES
 OZ0915'UP A DEEP CANYON, WILD HORSE CREEK, FOR APPROXIMATELY 11-1/2
 OZ0915'MILES TO A BASIN AT THE HEAD OF HYNDMAN CREEK.  THIS POINT
 OZ0915'IS JUST SOUTH OF HYNDMAN PEAK.  FROM HERE PACK NORTHWESTERLY
 OZ0915'UP THE STEEP, ROCKY SLOPE FOR ABOUT 1 MILE TO THE HIGHEST
 OZ0915'POINT OF THE MOUNTAIN AND THE STATION.  A 3 HOUR PACK.
 OZ0915'
 OZ0915'THE STATION MARK IS A STANDARD DISK, STAMPED HYNDMAN 1965,
 OZ0915'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 OZ0915'10 INCHES.
 OZ0915'
 OZ0915'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HYNDMAN NO 1 1965,
 OZ0915'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 OZ0915'PROJECTS 2 FEET.
 OZ0915'
 OZ0915'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HYNDMAN NO 2
 OZ0915'1965, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 OZ0915'PROJECTS 1 FOOT.
 OZ0915'
 OZ0915'THERE WAS NO SUITABLE PLACE FOUND TO SET AN AZIMUTH MARK.
 OZ0915
 OZ0915                          STATION RECOVERY (1967)
 OZ0915
 OZ0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OZ0915'RM 1 TO RM 2 NOT MEASURED
 OZ0915'
 OZ0915'DESCRIBED IN U.S. COAST AND GEODETIC SURVEY DESCRIPTION
 OZ0915'LIST G 13655.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0568 ***********************************************************************
 NU0568  DESIGNATION -  I 3
 NU0568  PID         -  NU0568
 NU0568  STATE/COUNTY-  ID/POWER
 NU0568  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0568
 NU0568                         *CURRENT SURVEY CONTROL
 NU0568  ___________________________________________________________________
 NU0568* NAD 83(1986)-  42 48 27.     (N)    112 49 32.     (W)     SCALED    
 NU0568* NAVD 88     -      1337.439  (meters)    4387.91   (feet)  ADJUSTED  
 NU0568  ___________________________________________________________________
 NU0568  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 NU0568  DYNAMIC HT  -        1336.690 (meters)    4385.46  (feet)  COMP
 NU0568  MODELED GRAV-     980,014.1   (mgal)                       NAVD 88
 NU0568
 NU0568  VERT ORDER  -  FIRST     CLASS II
 NU0568
 NU0568.The horizontal coordinates were scaled from a topographic map and have
 NU0568.an estimated accuracy of +/- 6 seconds.
 NU0568
 NU0568.The orthometric height was determined by differential leveling
 NU0568.and adjusted by the National Geodetic Survey in June 1991..
 NU0568
 NU0568.The geoid height was determined by GEOID03.
 NU0568
 NU0568.The dynamic height is computed by dividing the NAVD 88
 NU0568.geopotential number by the normal gravity value computed on the
 NU0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0568.degrees latitude (g = 980.6199 gals.).
 NU0568
 NU0568.The modeled gravity was interpolated from observed gravity values.
 NU0568
 NU0568;                    North         East    Units  Estimated Accuracy
 NU0568;SPC ID E     -   126,930.      146,110.      MT  (+/- 180 meters Scaled)
 NU0568
 NU0568                          SUPERSEDED SURVEY CONTROL
 NU0568
 NU0568  NGVD 29 (??/??/92) 1336.428  (m)         4384.60   (f) ADJ UNCH    1 2
 NU0568
 NU0568.Superseded values are not recommended for survey control.
 NU0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0568.See file dsdata.txt to determine how the superseded data were derived.
 NU0568
 NU0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN507410(NAD 83)
 NU0568_MARKER: DB = BENCH MARK DISK
 NU0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0568_SP_SET: LAVA POST
 NU0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0568+STABILITY: SURFACE MOTION
 NU0568
 NU0568  HISTORY     - Date     Condition        Report By
 NU0568  HISTORY     - UNK      MONUMENTED       CGS
 NU0568  HISTORY     - 1949     GOOD             NGS
 NU0568
 NU0568                          STATION DESCRIPTION
 NU0568
 NU0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NU0568'2.1 MI NE FROM AMERICAN FALLS.
 NU0568'2.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0568'AT AMERICAN FALLS, POWER COUNTY, 5 POLES NORTHEAST OF THE
 NU0568'YARD-LIMIT-1-MILE SIGN, 205 FEET SOUTHWEST OF SEMAPHORE 2364, 61 FEET
 NU0568'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 39 FEET NORTHWEST OF THE
 NU0568'RIGHT-OF-WAY FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  THE BOTTOM
 NU0568'OF A SQUARE HOLE IN THE TOP OF A BLACK LAVA POST, LETTERED U.S.B.M.
 NU0568'AND PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0362 ***********************************************************************
 SV0362  DESIGNATION -  I 9
 SV0362  PID         -  SV0362
 SV0362  STATE/COUNTY-  ID/KOOTENAI
 SV0362  USGS QUAD   -  RATHDRUM (1996)
 SV0362
 SV0362                         *CURRENT SURVEY CONTROL
 SV0362  ___________________________________________________________________
 SV0362* NAD 83(1986)-  47 49 18.     (N)    116 52 48.     (W)     SCALED    
 SV0362* NAVD 88     -       688.113  (meters)    2257.58   (feet)  ADJUSTED  
 SV0362  ___________________________________________________________________
 SV0362  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SV0362  DYNAMIC HT  -         688.148 (meters)    2257.70  (feet)  COMP
 SV0362  MODELED GRAV-     980,641.5   (mgal)                       NAVD 88
 SV0362
 SV0362  VERT ORDER  -  FIRST     CLASS II
 SV0362
 SV0362.The horizontal coordinates were scaled from a topographic map and have
 SV0362.an estimated accuracy of +/- 6 seconds.
 SV0362
 SV0362.The orthometric height was determined by differential leveling
 SV0362.and adjusted by the National Geodetic Survey in June 1991..
 SV0362
 SV0362.The geoid height was determined by GEOID03.
 SV0362
 SV0362.The dynamic height is computed by dividing the NAVD 88
 SV0362.geopotential number by the normal gravity value computed on the
 SV0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0362.degrees latitude (g = 980.6199 gals.).
 SV0362
 SV0362.The modeled gravity was interpolated from observed gravity values.
 SV0362
 SV0362;                    North         East    Units  Estimated Accuracy
 SV0362;SPC ID W     -   684,560.      715,390.      MT  (+/- 180 meters Scaled)
 SV0362
 SV0362                          SUPERSEDED SURVEY CONTROL
 SV0362
 SV0362  NGVD 29 (??/??/92)  686.935  (m)         2253.72   (f) ADJ UNCH    1 2
 SV0362
 SV0362.Superseded values are not recommended for survey control.
 SV0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0362.See file dsdata.txt to determine how the superseded data were derived.
 SV0362
 SV0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN089964(NAD 83)
 SV0362_MARKER: P = PIPE CAP
 SV0362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0362_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0362_STAMPING: I 9 1914
 SV0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0362
 SV0362  HISTORY     - Date     Condition        Report By
 SV0362  HISTORY     - 1914     MONUMENTED       CGS
 SV0362  HISTORY     - 1944     GOOD             NGS
 SV0362
 SV0362                          STATION DESCRIPTION
 SV0362
 SV0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0362'1.15 MI NE FROM RATHDRUM.
 SV0362'1.15 MILES NORTHEAST ALONG THE OLD ABANDONED NORTHERN PACIFIC RAILROAD
 SV0362'BED FROM THE STATION AT RATHDRUM, SET BETWEEN THE OLD RAILROAD BED AND
 SV0362'STATE HIGHWAY NO. 41, 36 FEET SOUTHEAST OF CENTER-LINE OF HIGHWAY, 37
 SV0362'FEET NORTHWEST OF CENTER-LINE OF RAILROAD BED, 14 FEET SOUTHEAST OF
 SV0362'THE 5 TH. TELEPHONE POLE NORTHEAST OF WHERE HIGHWAY TURNES TO THE
 SV0362'SOUTHEAST, 2 FEET NORTHEAST OF REFERENCE POST. A BRONZE CAP ON TOP OF
 SV0362'A 3 1/2-INCH IRON PIPE PROJECTING ABOUT 0.8 FOOT ABOVE THE GROUND.
 SV0362'NOTE-- BENCH MARK IS SUBJECT TO VERY SLIGHT HORIZONTAL MOVEMENT.
 SV0362'LEANING SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0153 ***********************************************************************
 PZ0153  DESIGNATION -  I15 3
 PZ0153  PID         -  PZ0153
 PZ0153  STATE/COUNTY-  ID/CLARK
 PZ0153  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0153
 PZ0153                         *CURRENT SURVEY CONTROL
 PZ0153  ___________________________________________________________________
 PZ0153* NAD 83(1986)-  44 25 25.     (N)    112 12 21.     (W)     SCALED    
 PZ0153* NAVD 88     -      1928.495  (meters)    6327.07   (feet)  ADJUSTED  
 PZ0153  ___________________________________________________________________
 PZ0153  GEOID HEIGHT-          -9.99  (meters)                     GEOID03
 PZ0153  DYNAMIC HT  -        1927.452 (meters)    6323.65  (feet)  COMP
 PZ0153  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 PZ0153
 PZ0153  VERT ORDER  -  FIRST     CLASS II
 PZ0153
 PZ0153.The horizontal coordinates were scaled from a topographic map and have
 PZ0153.an estimated accuracy of +/- 6 seconds.
 PZ0153
 PZ0153.The orthometric height was determined by differential leveling
 PZ0153.and adjusted by the National Geodetic Survey in June 1991..
 PZ0153.WARNING-Repeat measurements at this control monument indicate possible
 PZ0153.vertical movement.
 PZ0153
 PZ0153.The geoid height was determined by GEOID03.
 PZ0153
 PZ0153.The dynamic height is computed by dividing the NAVD 88
 PZ0153.geopotential number by the normal gravity value computed on the
 PZ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0153.degrees latitude (g = 980.6199 gals.).
 PZ0153
 PZ0153.The modeled gravity was interpolated from observed gravity values.
 PZ0153
 PZ0153;                    North         East    Units  Estimated Accuracy
 PZ0153;SPC ID E     -   306,260.      196,880.      MT  (+/- 180 meters Scaled)
 PZ0153
 PZ0153                          SUPERSEDED SURVEY CONTROL
 PZ0153
 PZ0153  NGVD 29 (??/??/92) 1927.240  (m)         6322.95   (f) ADJ UNCH    1 2
 PZ0153
 PZ0153.Superseded values are not recommended for survey control.
 PZ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0153.See file dsdata.txt to determine how the superseded data were derived.
 PZ0153
 PZ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ040196(NAD 83)
 PZ0153_MARKER: DD = SURVEY DISK
 PZ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0153_STAMPING: I-15-3 66 BM
 PZ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0153+STABILITY: SURFACE MOTION
 PZ0153
 PZ0153  HISTORY     - Date     Condition        Report By
 PZ0153  HISTORY     - UNK      MONUMENTED       IDPWD
 PZ0153  HISTORY     - 1967     GOOD             NGS
 PZ0153
 PZ0153                          STATION DESCRIPTION
 PZ0153
 PZ0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0153'5.05 MI N FROM SPENCER.
 PZ0153'4.95 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0153'THENCE 0.1 MILE WEST UPHILL AND ACROSS COUNTRY, ON A HILL, 19.06 FEET
 PZ0153'NORTHWEST OF TRIANGULATION STATION IDA 15-145 1959, 49.21 FEET
 PZ0153'NORTHEAST OF R.M. 1, 12.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 PZ0153'WITH THE STATION, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PZ0153'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0659 ***********************************************************************
 PZ0659  DESIGNATION -  I15 3 115
 PZ0659  PID         -  PZ0659
 PZ0659  STATE/COUNTY-  ID/CLARK
 PZ0659  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0659
 PZ0659                         *CURRENT SURVEY CONTROL
 PZ0659  ___________________________________________________________________
 PZ0659* NAD 83(1992)-  44 29 35.66973(N)    112 14 20.11108(W)     ADJUSTED  
 PZ0659* NAVD 88     -      2007.     (meters)    6585.     (feet)  SCALED    
 PZ0659  ___________________________________________________________________
 PZ0659  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 PZ0659  GEOID HEIGHT-          -9.93  (meters)                     GEOID03
 PZ0659
 PZ0659  HORZ ORDER  -  SECOND
 PZ0659
 PZ0659.The horizontal coordinates were established by classical geodetic methods
 PZ0659.and adjusted by the National Geodetic Survey in July 1992..
 PZ0659
 PZ0659.The orthometric height was scaled from a topographic map.
 PZ0659
 PZ0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0659
 PZ0659.The geoid height was determined by GEOID03.
 PZ0659
 PZ0659;                    North         East     Units Scale Factor Converg.
 PZ0659;SPC ID E     -   314,002.407   194,253.383   MT  0.99994777   -0 03 02.3
 PZ0659;SPC MT       -    30,850.489   382,119.716   MT  1.00034173   -2 00 12.7
 PZ0659;SPC MT       -   101,215.52  1,253,673.61   iFT  1.00034173   -2 00 12.7
 PZ0659;UTM  12      - 4,927,404.893   401,497.142   MT  0.99971932   -0 52 06.0
 PZ0659
 PZ0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0659!SPC ID E     -   0.99968692  x   0.99994777  =   0.99963470
 PZ0659!SPC MT       -   0.99968692  x   1.00034173  =   1.00002854
 PZ0659!UTM  12      -   0.99968692  x   0.99971932  =   0.99940632
 PZ0659
 PZ0659                          SUPERSEDED SURVEY CONTROL
 PZ0659
 PZ0659  NAD 83(1986)-  44 29 35.66798(N)    112 14 20.10155(W) AD(       ) 2
 PZ0659  NAD 27      -  44 29 35.97910(N)    112 14 17.10660(W) AD(       ) 2
 PZ0659
 PZ0659.Superseded values are not recommended for survey control.
 PZ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0659.See file dsdata.txt to determine how the superseded data were derived.
 PZ0659
 PZ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0149727405(NAD 83)
 PZ0659_MARKER: DD = SURVEY DISK
 PZ0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PZ0659
 PZ0659  HISTORY     - Date     Condition        Report By
 PZ0659  HISTORY     - 1959     MONUMENTED       IDPWD
 PZ0659
 PZ0659                          STATION DESCRIPTION
 PZ0659
 PZ0659'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1959 (WH)
 PZ0659'A BRONZE DISK OF THE IDAHO DEPARTMENT OF PUBLIC WORKS (IDAHO
 PZ0659'DEPARTMENT OF HIGHWAYS) SET IN A 5-INCH DIAMETER PIPE FILLED WITH
 PZ0659'CONCRETE FLUSH WITH THE GROUND, 6 FEET SOUTHWEST FROM A WITNESS
 PZ0659'POST, STAMPED I-15-3 115.  ITS CENTER MARK IS 243.170 METERS (479.80
 PZ0659'FEET) FROM THE TRIANGULATION STATION IDA 15-147.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0655 ***********************************************************************
 PZ0655  DESIGNATION -  I15 3 50
 PZ0655  PID         -  PZ0655
 PZ0655  STATE/COUNTY-  ID/CLARK
 PZ0655  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0655
 PZ0655                         *CURRENT SURVEY CONTROL
 PZ0655  ___________________________________________________________________
 PZ0655* NAD 83(1992)-  44 24 06.85636(N)    112 11 53.96049(W)     ADJUSTED  
 PZ0655* NAVD 88     -      1855.     (meters)    6086.     (feet)  SCALED    
 PZ0655  ___________________________________________________________________
 PZ0655  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 PZ0655  GEOID HEIGHT-         -10.03  (meters)                     GEOID03
 PZ0655
 PZ0655  HORZ ORDER  -  SECOND
 PZ0655
 PZ0655.The horizontal coordinates were established by classical geodetic methods
 PZ0655.and adjusted by the National Geodetic Survey in July 1992..
 PZ0655
 PZ0655.The orthometric height was scaled from a topographic map.
 PZ0655
 PZ0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0655
 PZ0655.The geoid height was determined by GEOID03.
 PZ0655
 PZ0655;                    North         East     Units Scale Factor Converg.
 PZ0655;SPC ID E     -   303,851.426   197,478.352   MT  0.99994745   -0 01 19.7
 PZ0655;UTM  12      - 4,917,211.323   404,576.322   MT  0.99971198   -0 50 18.6
 PZ0655
 PZ0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0655!SPC ID E     -   0.99971076  x   0.99994745  =   0.99965822
 PZ0655!UTM  12      -   0.99971076  x   0.99971198  =   0.99942282
 PZ0655
 PZ0655                          SUPERSEDED SURVEY CONTROL
 PZ0655
 PZ0655  NAD 83(1986)-  44 24 06.85612(N)    112 11 53.95052(W) AD(       ) 2
 PZ0655  NAD 27      -  44 24 07.17360(N)    112 11 50.97430(W) AD(       ) 2
 PZ0655
 PZ0655.Superseded values are not recommended for survey control.
 PZ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0655.See file dsdata.txt to determine how the superseded data were derived.
 PZ0655
 PZ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0457617211(NAD 83)
 PZ0655_MARKER: DD = SURVEY DISK
 PZ0655_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PZ0655
 PZ0655  HISTORY     - Date     Condition        Report By
 PZ0655  HISTORY     - 1959     MONUMENTED       IDPWD
 PZ0655
 PZ0655                          STATION DESCRIPTION
 PZ0655
 PZ0655'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1959 (WH)
 PZ0655'A BRONZE DISK OF THE IDAHO DEPARTMENT OF PUBLIC WORKS (IDAHO
 PZ0655'DEPARTMENT OF HIGHWAYS) SET IN AN IRREGULAR MASS OF CONCRETE
 PZ0655'WHICH IS FLUSH WITH THE GROUND, 8.5 FEET NORTHEAST OF A
 PZ0655'METAL WITNESS POST WITH SIGN, STAMPED I-15-3 50 BM.  ITS
 PZ0655'CENTER MARK IS 14.974 METERS (49.13 FEET) FROM THE TRIANGULATION
 PZ0655'STATION IDA 15-144.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0650 ***********************************************************************
 PZ0650  DESIGNATION -  I15 3 66
 PZ0650  PID         -  PZ0650
 PZ0650  STATE/COUNTY-  ID/CLARK
 PZ0650  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0650
 PZ0650                         *CURRENT SURVEY CONTROL
 PZ0650  ___________________________________________________________________
 PZ0650* NAD 83(1992)-  44 25 24.70094(N)    112 12 21.30466(W)     ADJUSTED  
 PZ0650* NAVD 88     -      1928.50   (+/-2cm)    6327.1    (feet)  VERTCON   
 PZ0650  ___________________________________________________________________
 PZ0650  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 PZ0650  GEOID HEIGHT-          -9.99  (meters)                     GEOID03
 PZ0650
 PZ0650  HORZ ORDER  -  SECOND
 PZ0650  VERT ORDER  -  THIRD ? (See Below)
 PZ0650
 PZ0650.The horizontal coordinates were established by classical geodetic methods
 PZ0650.and adjusted by the National Geodetic Survey in July 1992..
 PZ0650
 PZ0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0650.The vertical order pertains to the NGVD 29 superseded value.
 PZ0650
 PZ0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0650
 PZ0650.The geoid height was determined by GEOID03.
 PZ0650
 PZ0650;                    North         East     Units Scale Factor Converg.
 PZ0650;SPC ID E     -   306,254.371   196,874.449   MT  0.99994749   -0 01 38.9
 PZ0650;SPC MT       -    23,014.360   384,476.279   MT  1.00039460   -1 58 45.8
 PZ0650;SPC MT       -    75,506.43  1,261,405.11   iFT  1.00039460   -1 58 45.8
 PZ0650;UTM  12      - 4,919,622.064   404,006.857   MT  0.99971332   -0 50 39.0
 PZ0650
 PZ0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0650!SPC ID E     -   0.99969927  x   0.99994749  =   0.99964678
 PZ0650!SPC MT       -   0.99969927  x   1.00039460  =   1.00009375
 PZ0650!UTM  12      -   0.99969927  x   0.99971332  =   0.99941268
 PZ0650
 PZ0650                          SUPERSEDED SURVEY CONTROL
 PZ0650
 PZ0650  NAD 83(1986)-  44 25 24.70010(N)    112 12 21.29480(W) AD(       ) 2
 PZ0650  NAD 27      -  44 25 25.01650(N)    112 12 18.31430(W) AD(       ) 2
 PZ0650  NGVD 29 (07/19/86) 1927.24   (m)         6323.0    (f) LEVELING    3  
 PZ0650
 PZ0650.Superseded values are not recommended for survey control.
 PZ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0650.See file dsdata.txt to determine how the superseded data were derived.
 PZ0650
 PZ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0400719622(NAD 83)
 PZ0650_MARKER: DD = SURVEY DISK
 PZ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PZ0650
 PZ0650  HISTORY     - Date     Condition        Report By
 PZ0650  HISTORY     - 1959     MONUMENTED       IDPWD
 PZ0650
 PZ0650                          STATION DESCRIPTION
 PZ0650
 PZ0650'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1959 (WH)
 PZ0650'A BRONZE DISK OF THE IDAHO DEPARTMENT OF PUBLIC WORKS (IDAHO
 PZ0650'DEPARTMENT OF HIGHWAYS) SET IN THE TOP OF A CYLINDRICAL
 PZ0650'CONCRETE POST FLUSH WITH THE GROUND, STAMPED I-15-3 66 BM.
 PZ0650'ITS CENTER MARK IS 5.812 METERS (19.07 FEET) FROM TRIANGULATION
 PZ0650'STATION IDA 15-145.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0158 ***********************************************************************
 PZ0158  DESIGNATION -  I15 3 82
 PZ0158  PID         -  PZ0158
 PZ0158  STATE/COUNTY-  ID/CLARK
 PZ0158  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0158
 PZ0158                         *CURRENT SURVEY CONTROL
 PZ0158  ___________________________________________________________________
 PZ0158* NAD 83(1992)-  44 26 43.75807(N)    112 13 05.52120(W)     ADJUSTED  
 PZ0158* NAVD 88     -      1965.656  (meters)    6448.99   (feet)  ADJUSTED  
 PZ0158  ___________________________________________________________________
 PZ0158  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 PZ0158  GEOID HEIGHT-          -9.97  (meters)                     GEOID03
 PZ0158  DYNAMIC HT  -        1964.561 (meters)    6445.40  (feet)  COMP
 PZ0158  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 PZ0158
 PZ0158  HORZ ORDER  -  SECOND
 PZ0158  VERT ORDER  -  FIRST     CLASS II
 PZ0158
 PZ0158.The horizontal coordinates were established by classical geodetic methods
 PZ0158.and adjusted by the National Geodetic Survey in July 1992..
 PZ0158
 PZ0158.The orthometric height was determined by differential leveling
 PZ0158.and adjusted by the National Geodetic Survey in June 1991..
 PZ0158
 PZ0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0158
 PZ0158.The geoid height was determined by GEOID03.
 PZ0158
 PZ0158.The dynamic height is computed by dividing the NAVD 88
 PZ0158.geopotential number by the normal gravity value computed on the
 PZ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0158.degrees latitude (g = 980.6199 gals.).
 PZ0158
 PZ0158.The modeled gravity was interpolated from observed gravity values.
 PZ0158
 PZ0158;                    North         East     Units Scale Factor Converg.
 PZ0158;SPC ID E     -   308,695.031   195,897.949   MT  0.99994758   -0 02 09.9
 PZ0158;SPC MT       -    25,487.952   383,583.094   MT  1.00037779   -1 59 18.1
 PZ0158;SPC MT       -    83,621.89  1,258,474.72   iFT  1.00037779   -1 59 18.1
 PZ0158;UTM  12      - 4,922,075.825   403,065.470   MT  0.99971555   -0 51 11.1
 PZ0158
 PZ0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0158!SPC ID E     -   0.99969345  x   0.99994758  =   0.99964104
 PZ0158!SPC MT       -   0.99969345  x   1.00037779  =   1.00007112
 PZ0158!UTM  12      -   0.99969345  x   0.99971555  =   0.99940909
 PZ0158
 PZ0158:                Primary Azimuth Mark                     Grid Az
 PZ0158:SPC ID E     -  IDA 15 145                               158 10 18.8
 PZ0158:SPC MT       -  IDA 15 145                               160 07 27.0
 PZ0158:UTM  12      -  IDA 15 145                               158 59 20.0
 PZ0158
 PZ0158|---------------------------------------------------------------------|
 PZ0158| PID    Reference Object                     Distance      Geod. Az  |
 PZ0158|                                                           dddmmss.s |
 PZ0158| PZ0152 IDA 15 145                          APPROX. 2.6 KM 1580808.9 |
 PZ0158| PZ0157 IDA 15 146 A RM 1                    12.478 METERS 15956     |
 PZ0158| PZ0156 IDA 15 146 A                         13.722 METERS 33314     |
 PZ0158|---------------------------------------------------------------------|
 PZ0158
 PZ0158                          SUPERSEDED SURVEY CONTROL
 PZ0158
 PZ0158  NAD 83(1986)-  44 26 43.75717(N)    112 13 05.51158(W) AD(       ) 2
 PZ0158  NAD 27      -  44 26 44.07260(N)    112 13 02.52610(W) AD(       ) 2
 PZ0158  NGVD 29 (??/??/92) 1964.367  (m)         6444.76   (f) ADJ UNCH    1 2
 PZ0158
 PZ0158.Superseded values are not recommended for survey control.
 PZ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0158.See file dsdata.txt to determine how the superseded data were derived.
 PZ0158
 PZ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0306522076(NAD 83)
 PZ0158_MARKER: DD = SURVEY DISK
 PZ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0158_STAMPING: I-15-3 82 BM
 PZ0158_MARK LOGO: IDDT  
 PZ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0158+STABILITY: SURFACE MOTION
 PZ0158
 PZ0158  HISTORY     - Date     Condition        Report By
 PZ0158  HISTORY     - 1959     MONUMENTED       IDPWD
 PZ0158  HISTORY     - 1967     GOOD             NGS
 PZ0158
 PZ0158                          STATION DESCRIPTION
 PZ0158
 PZ0158'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1959 (WH)
 PZ0158'A BRONZE DISK OF THE IDAHO DEPARTMENT OF PUBLIC WORKS (IDAHO
 PZ0158'DEPARTMENT OF HIGHWAYS) SET IN THE TOP OF A CYLINDRICAL CONCRETE
 PZ0158'POST PROJECTING 6-INCHES ABOVE THE GROUND, STAMPED I-15-3 82 BM,
 PZ0158'63 FEET SOUTHWEST FROM THE CENTER LINE OF U.S. HIGHWAY 91,
 PZ0158'4 FEET SOUTHEAST FROM A METAL WITNESS POST.  ITS CENTER
 PZ0158'MARK IS 13.722 METERS (45.02 FEET) FROM THE TRIANGULATION
 PZ0158'STATION IDA 15-146A.
 PZ0158
 PZ0158                          STATION RECOVERY (1967)
 PZ0158
 PZ0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0158'6.6 MI N FROM SPENCER.
 PZ0158'6.6 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER, 3.3
 PZ0158'MILES SOUTH OF HUMPHREY, 0.4 MILE SOUTHEAST OF THE JUNCTION OF
 PZ0158'PLEASANT VALLEY ROAD, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PZ0158'HIGHWAY, 45.02 FEET NORTHWEST OF TRIANGULATION STATION IDA 15-146 A
 PZ0158'1959, 83/6 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE SOUTHWEST END OF
 PZ0158'A 24-INCH PIPE CULVERT, 45.1 FEET NORTHWEST OF A WITNESS POST, ABOUT 2
 PZ0158'1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PZ0158'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0658 ***********************************************************************
 PZ0658  DESIGNATION -  I15 3 87
 PZ0658  PID         -  PZ0658
 PZ0658  STATE/COUNTY-  ID/CLARK
 PZ0658  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0658
 PZ0658                         *CURRENT SURVEY CONTROL
 PZ0658  ___________________________________________________________________
 PZ0658* NAD 83(1992)-  44 27 12.05549(N)    112 13 21.42811(W)     ADJUSTED  
 PZ0658* NAVD 88     -      1952.     (meters)    6404.     (feet)  SCALED    
 PZ0658  ___________________________________________________________________
 PZ0658  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 PZ0658  GEOID HEIGHT-          -9.96  (meters)                     GEOID03
 PZ0658
 PZ0658  HORZ ORDER  -  SECOND
 PZ0658
 PZ0658.The horizontal coordinates were established by classical geodetic methods
 PZ0658.and adjusted by the National Geodetic Survey in July 1992..
 PZ0658
 PZ0658.The orthometric height was scaled from a topographic map.
 PZ0658
 PZ0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0658
 PZ0658.The geoid height was determined by GEOID03.
 PZ0658
 PZ0658;                    North         East     Units Scale Factor Converg.
 PZ0658;SPC ID E     -   309,568.671   195,546.829   MT  0.99994761   -0 02 21.1
 PZ0658;SPC MT       -    26,373.425   383,261.804   MT  1.00037181   -1 59 29.8
 PZ0658;SPC MT       -    86,526.98  1,257,420.62   iFT  1.00037181   -1 59 29.8
 PZ0658;UTM  12      - 4,922,954.179   402,726.923   MT  0.99971636   -0 51 22.7
 PZ0658
 PZ0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0658!SPC ID E     -   0.99969554  x   0.99994761  =   0.99964317
 PZ0658!SPC MT       -   0.99969554  x   1.00037181  =   1.00006724
 PZ0658!UTM  12      -   0.99969554  x   0.99971636  =   0.99941199
 PZ0658
 PZ0658                          SUPERSEDED SURVEY CONTROL
 PZ0658
 PZ0658  NAD 83(1986)-  44 27 12.05447(N)    112 13 21.41841(W) AD(       ) 2
 PZ0658  NAD 27      -  44 27 12.36910(N)    112 13 18.43080(W) AD(       ) 2
 PZ0658
 PZ0658.Superseded values are not recommended for survey control.
 PZ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0658.See file dsdata.txt to determine how the superseded data were derived.
 PZ0658
 PZ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0272722954(NAD 83)
 PZ0658_MARKER: DD = SURVEY DISK
 PZ0658_SETTING: 0 = UNSPECIFIED SETTING
 PZ0658
 PZ0658  HISTORY     - Date     Condition        Report By
 PZ0658  HISTORY     - 1959     MONUMENTED       IDPWD
 PZ0658
 PZ0658                          STATION DESCRIPTION
 PZ0658
 PZ0658'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1959 (WH)
 PZ0658'A BRONZE DISK OF THE IDAHO DEPARTMENT OF PUBLIC WORKS (IDAHO
 PZ0658'DEPARTMENT OF HIGHWAYS) SET IN A 6-INCH CONCRETE POST, STAMPED
 PZ0658'I-15-3 87 BM, THE POST FLUSH WITH THE GROUND.  ITS CENTER
 PZ0658'MARK 487.17 FEET (148.490 METERS) FROM THE TRIANGULATION
 PZ0658'STATION IDA 15-146.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0166 ***********************************************************************
 PZ0166  DESIGNATION -  I15 3 97
 PZ0166  PID         -  PZ0166
 PZ0166  STATE/COUNTY-  ID/CLARK
 PZ0166  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0166
 PZ0166                         *CURRENT SURVEY CONTROL
 PZ0166  ___________________________________________________________________
 PZ0166* NAD 83(1992)-  44 27 57.89767(N)    112 13 37.87748(W)     ADJUSTED  
 PZ0166* NAVD 88     -      2000.941  (meters)    6564.75   (feet)  ADJUSTED  
 PZ0166  ___________________________________________________________________
 PZ0166  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 PZ0166  GEOID HEIGHT-          -9.95  (meters)                     GEOID03
 PZ0166  DYNAMIC HT  -        1999.809 (meters)    6561.04  (feet)  COMP
 PZ0166  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 PZ0166
 PZ0166  HORZ ORDER  -  SECOND
 PZ0166  VERT ORDER  -  FIRST     CLASS II
 PZ0166
 PZ0166.The horizontal coordinates were established by classical geodetic methods
 PZ0166.and adjusted by the National Geodetic Survey in July 1992..
 PZ0166
 PZ0166.The orthometric height was determined by differential leveling
 PZ0166.and adjusted by the National Geodetic Survey in June 1991..
 PZ0166
 PZ0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0166
 PZ0166.The geoid height was determined by GEOID03.
 PZ0166
 PZ0166.The dynamic height is computed by dividing the NAVD 88
 PZ0166.geopotential number by the normal gravity value computed on the
 PZ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0166.degrees latitude (g = 980.6199 gals.).
 PZ0166
 PZ0166.The modeled gravity was interpolated from observed gravity values.
 PZ0166
 PZ0166;                    North         East     Units Scale Factor Converg.
 PZ0166;SPC ID E     -   310,983.866   195,184.214   MT  0.99994765   -0 02 32.6
 PZ0166;SPC MT       -    27,800.751   382,947.484   MT  1.00036216   -1 59 41.8
 PZ0166;SPC MT       -    91,209.81  1,256,389.38   iFT  1.00036216   -1 59 41.8
 PZ0166;UTM  12      - 4,924,374.075   402,384.607   MT  0.99971718   -0 51 34.9
 PZ0166
 PZ0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0166!SPC ID E     -   0.99968792  x   0.99994765  =   0.99963558
 PZ0166!SPC MT       -   0.99968792  x   1.00036216  =   1.00004996
 PZ0166!UTM  12      -   0.99968792  x   0.99971718  =   0.99940518
 PZ0166
 PZ0166                          SUPERSEDED SURVEY CONTROL
 PZ0166
 PZ0166  NAD 83(1986)-  44 27 57.89642(N)    112 13 37.86789(W) AD(       ) 2
 PZ0166  NAD 27      -  44 27 58.20960(N)    112 13 34.87790(W) AD(       ) 2
 PZ0166  NGVD 29 (??/??/92) 1999.633  (m)         6560.46   (f) ADJ UNCH    1 2
 PZ0166
 PZ0166.Superseded values are not recommended for survey control.
 PZ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0166.See file dsdata.txt to determine how the superseded data were derived.
 PZ0166
 PZ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0238524374(NAD 83)
 PZ0166_MARKER: DD = SURVEY DISK
 PZ0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0166_STAMPING: I-15-3 97 BM
 PZ0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0166+STABILITY: SURFACE MOTION
 PZ0166
 PZ0166  HISTORY     - Date     Condition        Report By
 PZ0166  HISTORY     - 1959     MONUMENTED       IDPWD
 PZ0166  HISTORY     - 1967     GOOD             NGS
 PZ0166
 PZ0166                          STATION DESCRIPTION
 PZ0166
 PZ0166'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1959 (WH)
 PZ0166'A BRONZE DISK OF THE IDAHO DEPARTMENT OF PUBLIC WORKS (IDAHO
 PZ0166'DEPARTMENT OF HIGHWAYS) SET IN THE TOP OF A CYLINDRICAL
 PZ0166'CONCRETE POST, 6.2 FEET WEST FROM A METAL WITNESS POST WITH
 PZ0166'SIGN.  ITS CENTER MARK IS 6.706 METERS (22.00 FEET) FROM THE
 PZ0166'TRIANGULATION STATION IDA 15-147A.  STAMPED I-15-3 97 BM.
 PZ0166
 PZ0166                          STATION RECOVERY (1967)
 PZ0166
 PZ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0166'2.2 MI S FROM HUMPHREY.
 PZ0166'1.9 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0166'HUMPHREY, THENCE 0.1 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.2
 PZ0166'MILE ALONG A ROAD ALONG A TELEPHONE LINE, 5 FEET EAST OF THE CENTER
 PZ0166'LINE OF THE ROAD, 22.00 FEET NORTH-NORTHWEST OF THE STATION, 34.0 FEET
 PZ0166'WEST OF THE WEST RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 15, 41.80
 PZ0166'FEET NORTHEAST OF R.M. 1, 6.2 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 PZ0166'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 PZ0166'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0053 ***********************************************************************
 OY0053  DESIGNATION -  I15 STA 346+01.8
 OY0053  PID         -  OY0053
 OY0053  STATE/COUNTY-  ID/JEFFERSON
 OY0053  USGS QUAD   -  ROBERTS (1979)
 OY0053
 OY0053                         *CURRENT SURVEY CONTROL
 OY0053  ___________________________________________________________________
 OY0053* NAD 83(1986)-  43 43 42.     (N)    112 08 24.     (W)     SCALED    
 OY0053* NAVD 88     -      1454.979  (meters)    4773.54   (feet)  ADJUSTED  
 OY0053  ___________________________________________________________________
 OY0053  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OY0053  DYNAMIC HT  -        1454.265 (meters)    4771.20  (feet)  COMP
 OY0053  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 OY0053
 OY0053  VERT ORDER  -  FIRST     CLASS II
 OY0053
 OY0053.The horizontal coordinates were scaled from a topographic map and have
 OY0053.an estimated accuracy of +/- 6 seconds.
 OY0053
 OY0053.The orthometric height was determined by differential leveling
 OY0053.and adjusted by the National Geodetic Survey in December 1992..
 OY0053
 OY0053.The geoid height was determined by GEOID03.
 OY0053
 OY0053.The dynamic height is computed by dividing the NAVD 88
 OY0053.geopotential number by the normal gravity value computed on the
 OY0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0053.degrees latitude (g = 980.6199 gals.).
 OY0053
 OY0053.The modeled gravity was interpolated from observed gravity values.
 OY0053
 OY0053;                    North         East    Units  Estimated Accuracy
 OY0053;SPC ID E     -   229,010.      202,150.      MT  (+/- 180 meters Scaled)
 OY0053
 OY0053                          SUPERSEDED SURVEY CONTROL
 OY0053
 OY0053  NAVD 88 (06/15/91) 1454.997  (m)         4773.60   (f) UNKNOWN     1 2
 OY0053  NGVD 29 (08/20/92) 1453.924  (m)         4770.08   (f) ADJUSTED    1 2
 OY0053
 OY0053.Superseded values are not recommended for survey control.
 OY0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0053.See file dsdata.txt to determine how the superseded data were derived.
 OY0053
 OY0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP081423(NAD 83)
 OY0053_MARKER: DD = SURVEY DISK
 OY0053_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY0053_SP_SET: PREFAB CONC. POST IN EARTH
 OY0053_STAMPING: 346+01.8
 OY0053_MARK LOGO: IDDT  
 OY0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0053+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1992
 OY0053
 OY0053  HISTORY     - Date     Condition        Report By
 OY0053  HISTORY     - UNK      MONUMENTED       IDDT
 OY0053  HISTORY     - 1967     GOOD             NGS
 OY0053  HISTORY     - 19920605 GOOD             NGS
 OY0053
 OY0053                          STATION DESCRIPTION
 OY0053
 OY0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0053'1.1 MI NW FROM ROBERTS.
 OY0053'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 OY0053'RAILROAD STATION AT ROBERTS, AT THE JUNCTION OF INTERSTATE HIGHWAY 15,
 OY0053'AT THE NORTH END OF A LONG CURVE, 220 FEET WEST OF THE CENTER LINE OF
 OY0053'THE EAST LANES OF THE INTERSTATE HIGHWAY, 0.8 FOOT WEST OF THE WEST
 OY0053'RIGHT-OF-WAY FENCE, 30 FEET SOUTHEAST OF THE CENTER OF A CURVE IN AN
 OY0053'IRRIGATION DITCH, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 3 FEET LOWER
 OY0053'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 OY0053'FOOT ABOVE THE GROUND.
 OY0053
 OY0053                          STATION RECOVERY (1992)
 OY0053
 OY0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0053'1.4 KM (0.85 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 15 FROM THE
 OY0053'JUNCTION OF STATE HIGHWAY 48 (EXIT 135) IN ROBERTS, 30.5 M (100.1 FT)
 OY0053'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 1.0 M
 OY0053'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A
 OY0053'WITNESS POST AND FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 OY0053'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0859 ***********************************************************************
 OY0859  DESIGNATION -  I15 STA 850+90 150LT 40
 OY0859  PID         -  OY0859
 OY0859  STATE/COUNTY-  ID/BINGHAM
 OY0859  USGS QUAD   -  FORT HALL (1971)
 OY0859
 OY0859                         *CURRENT SURVEY CONTROL
 OY0859  ___________________________________________________________________
 OY0859* NAD 83(1992)-  43 06 14.10035(N)    112 23 32.07224(W)     ADJUSTED  
 OY0859* NAVD 88     -      1376.     (meters)    4514.     (feet)  SCALED    
 OY0859  ___________________________________________________________________
 OY0859  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 OY0859  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 OY0859
 OY0859  HORZ ORDER  -  SECOND
 OY0859
 OY0859.The horizontal coordinates were established by classical geodetic methods
 OY0859.and adjusted by the National Geodetic Survey in July 1992..
 OY0859
 OY0859.The orthometric height was scaled from a topographic map.
 OY0859
 OY0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0859
 OY0859.The geoid height was determined by GEOID03.
 OY0859
 OY0859;                    North         East     Units Scale Factor Converg.
 OY0859;SPC ID E     -   159,667.153   181,638.336   MT  0.99995151   -0 09 14.9
 OY0859;UTM  12      - 4,773,295.313   386,711.294   MT  0.99975788   -0 57 05.2
 OY0859
 OY0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0859!SPC ID E     -   0.99978622  x   0.99995151  =   0.99973774
 OY0859!UTM  12      -   0.99978622  x   0.99975788  =   0.99954415
 OY0859
 OY0859                          SUPERSEDED SURVEY CONTROL
 OY0859
 OY0859  NAD 83(1986)-  43 06 14.09476(N)    112 23 32.05702(W) AD(       ) 2
 OY0859  NAD 27      -  43 06 14.39920(N)    112 23 29.13980(W) AD(       ) 2
 OY0859
 OY0859.Superseded values are not recommended for survey control.
 OY0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0859.See file dsdata.txt to determine how the superseded data were derived.
 OY0859
 OY0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8671173295(NAD 83)
 OY0859
 OY0859  HISTORY     - Date     Condition        Report By
 OY0859  HISTORY     - 1959     MONUMENTED       CGS
 OY0859
 OY0859                          STATION DESCRIPTION
 OY0859
 OY0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0859'SEE STATION IDA 15-93
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0860 ***********************************************************************
 OY0860  DESIGNATION -  I15 STA 851+70 150RT 40
 OY0860  PID         -  OY0860
 OY0860  STATE/COUNTY-  ID/BINGHAM
 OY0860  USGS QUAD   -  FORT HALL (1971)
 OY0860
 OY0860                         *CURRENT SURVEY CONTROL
 OY0860  ___________________________________________________________________
 OY0860* NAD 83(1992)-  43 06 14.85131(N)    112 23 31.81342(W)     ADJUSTED  
 OY0860* NAVD 88     -      1376.     (meters)    4514.     (feet)  SCALED    
 OY0860  ___________________________________________________________________
 OY0860  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 OY0860  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 OY0860
 OY0860  HORZ ORDER  -  SECOND
 OY0860
 OY0860.The horizontal coordinates were established by classical geodetic methods
 OY0860.and adjusted by the National Geodetic Survey in July 1992..
 OY0860
 OY0860.The orthometric height was scaled from a topographic map.
 OY0860
 OY0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0860
 OY0860.The geoid height was determined by GEOID03.
 OY0860
 OY0860;                    North         East     Units Scale Factor Converg.
 OY0860;SPC ID E     -   159,690.311   181,644.251   MT  0.99995151   -0 09 14.7
 OY0860;UTM  12      - 4,773,318.381   386,717.529   MT  0.99975787   -0 57 05.1
 OY0860
 OY0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0860!SPC ID E     -   0.99978622  x   0.99995151  =   0.99973774
 OY0860!UTM  12      -   0.99978622  x   0.99975787  =   0.99954414
 OY0860
 OY0860                          SUPERSEDED SURVEY CONTROL
 OY0860
 OY0860  NAD 83(1986)-  43 06 14.84572(N)    112 23 31.79820(W) AD(       ) 2
 OY0860  NAD 27      -  43 06 15.15020(N)    112 23 28.88090(W) AD(       ) 2
 OY0860
 OY0860.Superseded values are not recommended for survey control.
 OY0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0860.See file dsdata.txt to determine how the superseded data were derived.
 OY0860
 OY0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8671873318(NAD 83)
 OY0860
 OY0860  HISTORY     - Date     Condition        Report By
 OY0860  HISTORY     - 1959     MONUMENTED       CGS
 OY0860
 OY0860                          STATION DESCRIPTION
 OY0860
 OY0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0860'SEE STATION IDA 15-93
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0005 ***********************************************************************
 OH0005  DESIGNATION -  I80 N 2 3 64 STA 14
 OH0005  PID         -  OH0005
 OH0005  STATE/COUNTY-  ID/ADA
 OH0005  USGS QUAD   -  BOISE SOUTH (1976)
 OH0005
 OH0005                         *CURRENT SURVEY CONTROL
 OH0005  ___________________________________________________________________
 OH0005* NAD 83(1986)-  43 31 42.     (N)    116 08 59.     (W)     SCALED    
 OH0005* NAVD 88     -       931.669  (meters)    3056.65   (feet)  ADJUSTED  
 OH0005  ___________________________________________________________________
 OH0005  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 OH0005  DYNAMIC HT  -         931.294 (meters)    3055.42  (feet)  COMP
 OH0005  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 OH0005
 OH0005  VERT ORDER  -  FIRST     CLASS II
 OH0005
 OH0005.The horizontal coordinates were scaled from a topographic map and have
 OH0005.an estimated accuracy of +/- 6 seconds.
 OH0005
 OH0005.The orthometric height was determined by differential leveling
 OH0005.and adjusted by the National Geodetic Survey in June 1991..
 OH0005.WARNING-Repeat measurements at this control monument indicate possible
 OH0005.vertical movement.
 OH0005
 OH0005.The geoid height was determined by GEOID03.
 OH0005
 OH0005.The dynamic height is computed by dividing the NAVD 88
 OH0005.geopotential number by the normal gravity value computed on the
 OH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0005.degrees latitude (g = 980.6199 gals.).
 OH0005
 OH0005.The modeled gravity was interpolated from observed gravity values.
 OH0005
 OH0005;                    North         East    Units  Estimated Accuracy
 OH0005;SPC ID W     -   206,870.      767,690.      MT  (+/- 180 meters Scaled)
 OH0005
 OH0005                          SUPERSEDED SURVEY CONTROL
 OH0005
 OH0005.No superseded survey control is available for this station.
 OH0005
 OH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ687198(NAD 83)
 OH0005_MARKER: DB = BENCH MARK DISK
 OH0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0005_STAMPING: I-80N-2(3)64 STA 14
 OH0005_MARK LOGO: IDDH  
 OH0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0005+STABILITY: SURFACE MOTION
 OH0005
 OH0005  HISTORY     - Date     Condition        Report By
 OH0005  HISTORY     - UNK      MONUMENTED       IDDH
 OH0005  HISTORY     - 1972     GOOD             USGS
 OH0005  HISTORY     - 1983     GOOD             NGS
 OH0005
 OH0005                          STATION DESCRIPTION
 OH0005
 OH0005'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 OH0005'6.35 MI SE FROM BOISE.
 OH0005'6.35 MILES SOUTHEAST ALONG THE OLD ROUTE OF U.S. HIGHWAY 30 FROM THE
 OH0005'UNION PACIFIC RAILROAD DEPOT AT BOISE.  0.95 MILE SOUTHEAST OF
 OH0005'INTERSECTION OF EAST GOWEN ROAD.  50.7 FEET EAST OF CENTERLINE OF OLD
 OH0005'HIGHWAY.  1.4 FEET NORTHWEST OF A METAL WITNESS POST, SET IN A
 OH0005'CONCRETE POST (CYLINDRICAL) 5 INCHES IN DIAMETER AND PROJECTING 0.3
 OH0005'FEET ABOVE GROUND.
 OH0005
 OH0005                          STATION RECOVERY (1983)
 OH0005
 OH0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0005'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 OH0005'HIGHWAY 30 IS NOW FEDERAL WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0004 ***********************************************************************
 OH0004  DESIGNATION -  I80 N 2 3 64 STA 24
 OH0004  PID         -  OH0004
 OH0004  STATE/COUNTY-  ID/ADA
 OH0004  USGS QUAD   -  BOISE SOUTH (1976)
 OH0004
 OH0004                         *CURRENT SURVEY CONTROL
 OH0004  ___________________________________________________________________
 OH0004* NAD 83(1986)-  43 30 55.     (N)    116 08 38.     (W)     SCALED    
 OH0004* NAVD 88     -       936.942  (meters)    3073.95   (feet)  ADJUSTED  
 OH0004  ___________________________________________________________________
 OH0004  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 OH0004  DYNAMIC HT  -         936.560 (meters)    3072.70  (feet)  COMP
 OH0004  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 OH0004
 OH0004  VERT ORDER  -  SECOND    CLASS 0
 OH0004
 OH0004.The horizontal coordinates were scaled from a topographic map and have
 OH0004.an estimated accuracy of +/- 6 seconds.
 OH0004
 OH0004.The orthometric height was determined by differential leveling
 OH0004.and adjusted by the National Geodetic Survey in June 1991..
 OH0004
 OH0004.The geoid height was determined by GEOID03.
 OH0004
 OH0004.The dynamic height is computed by dividing the NAVD 88
 OH0004.geopotential number by the normal gravity value computed on the
 OH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0004.degrees latitude (g = 980.6199 gals.).
 OH0004
 OH0004.The modeled gravity was interpolated from observed gravity values.
 OH0004
 OH0004;                    North         East    Units  Estimated Accuracy
 OH0004;SPC ID W     -   205,410.      768,150.      MT  (+/- 180 meters Scaled)
 OH0004
 OH0004                          SUPERSEDED SURVEY CONTROL
 OH0004
 OH0004  NGVD 29 (??/??/92)  935.96   (m)         3070.7    (f) COMPUTED    2 0
 OH0004
 OH0004.Superseded values are not recommended for survey control.
 OH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0004.See file dsdata.txt to determine how the superseded data were derived.
 OH0004
 OH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ691183(NAD 83)
 OH0004_MARKER: DB = BENCH MARK DISK
 OH0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0004_STAMPING: I-80N-2(3)64 STA 24
 OH0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0004+STABILITY: SURFACE MOTION
 OH0004
 OH0004  HISTORY     - Date     Condition        Report By
 OH0004  HISTORY     - UNK      MONUMENTED       IDDH
 OH0004  HISTORY     - 1972     GOOD             USGS
 OH0004  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0004
 OH0004                          STATION DESCRIPTION
 OH0004
 OH0004'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 OH0004'7.35 MI SE FROM BOISE.
 OH0004'7.35 MILES SOUTHEAST ALONG OLD ROUTE OF U.S. HIGHWAY 30 FROM THE UNION
 OH0004'PACIFIC RAILROAD DEPOT AT BOISE.  1.9 MILES SOUTHEAST OF INTERSECTION
 OH0004'OF ROAD TO GOWEN FIELD.  49 FEET EAST OF A OLD HIGHWAY. SET IN A
 OH0004'CYLINDRICAL CONCRETE POST 5 INCHES IN DIAMETER, PROJECTING 2 INCHES
 OH0004'ABOVE GROUND.
 OH0004
 OH0004                          STATION RECOVERY (1983)
 OH0004
 OH0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0004'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1815 ***********************************************************************
 NU1815  DESIGNATION -  I86 STA 323+87.2 POT
 NU1815  PID         -  NU1815
 NU1815  STATE/COUNTY-  ID/POWER
 NU1815  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU1815
 NU1815                         *CURRENT SURVEY CONTROL
 NU1815  ___________________________________________________________________
 NU1815* NAD 83(1986)-  42 37 15.     (N)    113 07 35.     (W)     SCALED    
 NU1815* NAVD 88     -      1287.07   (meters)    4222.7    (feet)  RESET     
 NU1815  ___________________________________________________________________
 NU1815  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 NU1815
 NU1815  VERT ORDER  -  THIRD
 NU1815
 NU1815.The horizontal coordinates were scaled from a topographic map and have
 NU1815.an estimated accuracy of +/- 6 seconds.
 NU1815
 NU1815.The orthometric height was computed from unverified reset data.
 NU1815.No vertical observational check was made to the station.
 NU1815
 NU1815.The geoid height was determined by GEOID03.
 NU1815
 NU1815;                    North         East    Units  Estimated Accuracy
 NU1815;SPC ID E     -   106,430.      121,270.      MT  (+/- 180 meters Scaled)
 NU1815
 NU1815                          SUPERSEDED SURVEY CONTROL
 NU1815
 NU1815  NGVD 29 (03/27/06) 1286.09   (m)         4219.4    (f) RESET       3  
 NU1815
 NU1815.Superseded values are not recommended for survey control.
 NU1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1815.See file dsdata.txt to determine how the superseded data were derived.
 NU1815
 NU1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN256209(NAD 83)
 NU1815_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NU1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1815_SP_SET: CONCRETE POST
 NU1815_STAMPING: 323 + 87.2
 NU1815_MARK LOGO: IDPWD 
 NU1815_PROJECTION: PROJECTING 3 CENTIMETERS
 NU1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1815+STABILITY: SURFACE MOTION
 NU1815
 NU1815  HISTORY     - Date     Condition        Report By
 NU1815  HISTORY     - 1979     MONUMENTED       IDPWD
 NU1815
 NU1815                          STATION DESCRIPTION
 NU1815
 NU1815'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1979
 NU1815'13.5 KM (8.40 MI) SW FROM MASSACRE ROCKS STATE PARK.
 NU1815'8.4 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 86 FROM THE VISITOR
 NU1815'CENTER AT THE MASSACRE ROCKS STATE PARK 150 FT NORTH OF THE CENTER OF
 NU1815'THE WEST BOUND LANE AND 2 FEET EAST OF A T-FENCE CORNER, 17.9 FT EAST
 NU1815'NORTHEAST FROM W 97.
 NU1815'THE MARK IS 6.1 METERS  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1040 ***********************************************************************
 NV1040  DESIGNATION -  IBEX PEAK CAIRN
 NV1040  PID         -  NV1040
 NV1040  STATE/COUNTY-  ID/CASSIA
 NV1040  USGS QUAD   -  IBEX PEAK (1977)
 NV1040
 NV1040                         *CURRENT SURVEY CONTROL
 NV1040  ___________________________________________________________________
 NV1040* NAD 83(1994)-  42 06 04.71044(N)    114 04 51.77670(W)     ADJUSTED  
 NV1040* NAVD 88     -                                                        
 NV1040  ___________________________________________________________________
 NV1040  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 NV1040  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 NV1040
 NV1040  HORZ ORDER  -  THIRD
 NV1040
 NV1040.The horizontal coordinates were established by classical geodetic methods
 NV1040.and adjusted by the National Geodetic Survey in November 1997..
 NV1040
 NV1040
 NV1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1040
 NV1040.The geoid height was determined by GEOID03.
 NV1040
 NV1040;                    North         East     Units Scale Factor Converg.
 NV1040;SPC ID C     -    48,276.750   493,296.036   MT  0.99994792   -0 03 15.6
 NV1040;SPC NV E     - 8,817,041.991   324,256.816   MT  1.00008992   +1 00 26.4
 NV1040;SPC NV E     -28,927,245.27  1,063,832.57   sFT  1.00008992   +1 00 26.4
 NV1040;SPC UT N     - 1,199,518.073   286,514.708   MT  1.00006711   -1 42 06.6
 NV1040;UTM  11      - 4,665,148.441   741,367.474   MT  1.00031691   +1 57 28.6
 NV1040;UTM  12      - 4,665,619.453   245,227.374   MT  1.00039876   -2 04 00.4
 NV1040
 NV1040                          SUPERSEDED SURVEY CONTROL
 NV1040
 NV1040  NAD 83(1992)-  42 06 04.70849(N)    114 04 51.77479(W) AD(       ) 4
 NV1040  NAD 83(1986)-  42 06 04.70665(N)    114 04 51.77245(W) AD(       ) 4
 NV1040  NAD 27      -  42 06 05.01300(N)    114 04 48.71000(W) AD(       ) 3
 NV1040
 NV1040.Superseded values are not recommended for survey control.
 NV1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1040.See file dsdata.txt to determine how the superseded data were derived.
 NV1040
 NV1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG4136765148(NAD 83)
 NV1040
 NV1040  HISTORY     - Date     Condition        Report By
 NV1040  HISTORY     - 1947     MONUMENTED       CGS
 NV1040
 NV1040                          STATION DESCRIPTION
 NV1040
 NV1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 NV1040'THE STATION IS 12-1/4 MILES, AIRLINE, SOUTHWEST OF OAKLEY,
 NV1040'8-1/4 MILES NORTH OF THE IDAHO-NEVADA LINE, AND 1-1/4 MILES
 NV1040'NORTH-NORTHEAST OF TRIANGULATION STATION SPRING.
 NV1040'
 NV1040'THE STATION IS THE TOP AND CENTER OF A VERY PROMINENT CONE-SHAPED
 NV1040'MOUNTAIN WHICH CAN EASILY BE IDENTIFIED FROM ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0938 ***********************************************************************
 OZ0938  DESIGNATION -  ICE
 OZ0938  PID         -  OZ0938
 OZ0938  STATE/COUNTY-  ID/LINCOLN
 OZ0938  USGS QUAD   -  SHOSHONE ICE CAVE (1979)
 OZ0938
 OZ0938                         *CURRENT SURVEY CONTROL
 OZ0938  ___________________________________________________________________
 OZ0938* NAD 83(1992)-  43 10 00.40018(N)    114 20 06.46211(W)     ADJUSTED  
 OZ0938* NAVD 88     -      1406.2    (meters)    4614.     (feet)  VERTCON   
 OZ0938  ___________________________________________________________________
 OZ0938  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 OZ0938  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 OZ0938
 OZ0938  HORZ ORDER  -  SECOND
 OZ0938
 OZ0938.The horizontal coordinates were established by classical geodetic methods
 OZ0938.and adjusted by the National Geodetic Survey in July 1992..
 OZ0938
 OZ0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0938
 OZ0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0938
 OZ0938.The geoid height was determined by GEOID03.
 OZ0938
 OZ0938;                    North         East     Units Scale Factor Converg.
 OZ0938;SPC ID C     -   166,680.183   472,748.758   MT  0.99995650   -0 13 45.4
 OZ0938;UTM  11      - 4,782,783.181   716,626.016   MT  1.00017731   +1 49 25.7
 OZ0938
 OZ0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0938!SPC ID C     -   0.99978172  x   0.99995650  =   0.99973823
 OZ0938!UTM  11      -   0.99978172  x   1.00017731  =   0.99995899
 OZ0938
 OZ0938|---------------------------------------------------------------------|
 OZ0938| PID    Reference Object                     Distance      Geod. Az  |
 OZ0938|                                                           dddmmss.s |
 OZ0938| CD5307 ICE RM 1                              6.429 METERS 18732     |
 OZ0938| OZ0940 CAVE                                APPROX. 6.1 KM 2004019.4 |
 OZ0938| CD5308 ICE RM 2                              3.559 METERS 27039     |
 OZ0938|---------------------------------------------------------------------|
 OZ0938
 OZ0938                          SUPERSEDED SURVEY CONTROL
 OZ0938
 OZ0938  NAD 83(1986)-  43 10 00.39828(N)    114 20 06.45821(W) AD(       ) 2
 OZ0938  NAD 27      -  43 10 00.74047(N)    114 20 03.30157(W) AD(       ) 2
 OZ0938  NGVD 29 (07/19/86) 1405.2    (m)         4610.     (f) VERT ANG       
 OZ0938
 OZ0938.Superseded values are not recommended for survey control.
 OZ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0938.See file dsdata.txt to determine how the superseded data were derived.
 OZ0938
 OZ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1662682783(NAD 83)
 OZ0938_MARKER: DD = SURVEY DISK
 OZ0938_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0938_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OZ0938
 OZ0938  HISTORY     - Date     Condition        Report By
 OZ0938  HISTORY     - 1973     MONUMENTED       USGS
 OZ0938
 OZ0938                          STATION DESCRIPTION
 OZ0938
 OZ0938'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0938'LOCATED ABOUT 19 MI N. OF SHOSHONE.  12 MI NW. OF RICHFIELD, 120 FT
 OZ0938'W. OF U.S. HIGHWAY 93 AND 100 FT N. OF A DEEP HOLE IN A LAVA FLOW,
 OZ0938'6 FT E. OF A STEEL WITNESS POST AND SIGN.
 OZ0938'
 OZ0938'TO REACH FROM JCT. OF U.S. 93 AND U.S. 26 AND 20 IN SHOSHONE
 OZ0938'TRAVEL N. ON U.S. 93 FOR 16.6 MI (0.2 MI N. OF TURNOFF TO SHOSHONE
 OZ0938'ICE CAVE) TO STATION ON LEFT.
 OZ0938'
 OZ0938'STATION MARK--A STANDARD USGS TABLET STAMPED ICE 1970 CEMENTED
 OZ0938'IN A DRILL HOLE IN A FLAT LAVA ROCK.
 OZ0938'
 OZ0938'REFERENCE MARK NO. 1--A STANDARD RM TABLET STAMPED ICE NO 1 1970
 OZ0938'CEMENTED IN A DRILL HOLE IN A LAVA ROCK 1.5 FT BELOW STATION MARK.
 OZ0938'
 OZ0938'REFERENCE MARK NO. 2--A STANDARD RM TABLET STAMPED ICE NO 2 1970
 OZ0938'CEMENTED IN A DRILL HOLE IN A LAVA ROCK 0.1 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0378 ***********************************************************************
 NW0378  DESIGNATION -  IDA
 NW0378  PID         -  NW0378
 NW0378  STATE/COUNTY-  ID/OWYHEE
 NW0378  USGS QUAD   -  FOUR CORNERS (1973)
 NW0378
 NW0378                         *CURRENT SURVEY CONTROL
 NW0378  ___________________________________________________________________
 NW0378* NAD 83(1992)-  42 06 37.96308(N)    116 35 11.49472(W)     ADJUSTED  
 NW0378* NAVD 88     -      1666.7    (meters)    5468.     (feet)  VERTCON   
 NW0378  ___________________________________________________________________
 NW0378  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 NW0378  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 NW0378
 NW0378  HORZ ORDER  -  THIRD
 NW0378
 NW0378.The horizontal coordinates were established by classical geodetic methods
 NW0378.and adjusted by the National Geodetic Survey in July 1992..
 NW0378
 NW0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0378
 NW0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0378
 NW0378.The geoid height was determined by GEOID03.
 NW0378
 NW0378;                    North         East     Units Scale Factor Converg.
 NW0378;SPC ID W     -    49,637.482   730,817.603   MT  0.99999220   -0 33 39.5
 NW0378;SPC NV E     - 8,817,462.651   117,036.569   MT  0.99998466   -0 40 21.9
 NW0378;SPC NV E     -28,928,625.38    383,977.48   sFT  0.99998466   -0 40 21.9
 NW0378;UTM  11      - 4,662,132.771   534,183.607   MT  0.99961438   +0 16 38.1
 NW0378
 NW0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0378!SPC ID W     -   0.99974137  x   0.99999220  =   0.99973358
 NW0378!SPC NV E     -   0.99974137  x   0.99998466  =   0.99972604
 NW0378!UTM  11      -   0.99974137  x   0.99961438  =   0.99935585
 NW0378
 NW0378|---------------------------------------------------------------------|
 NW0378| PID    Reference Object                     Distance      Geod. Az  |
 NW0378|                                                           dddmmss.s |
 NW0378| CD5310 IDA RM 1                              6.703 METERS 08226     |
 NW0378| CD5309 IDA AZ MK                                          1714116.5 |
 NW0378| CD5311 IDA RM 2                              6.115 METERS 17916     |
 NW0378| MU0471 MILL LINE WINDMILL                  APPROX.12.6 KM 1854850.3 |
 NW0378| NW0381 MIDDLE WINDMILL                     APPROX.11.5 KM 2370056.2 |
 NW0378|---------------------------------------------------------------------|
 NW0378
 NW0378                          SUPERSEDED SURVEY CONTROL
 NW0378
 NW0378  NAD 83(1986)-  42 06 37.96462(N)    116 35 11.49528(W) AD(       ) 3
 NW0378  NAD 27      -  42 06 38.34900(N)    116 35 08.08000(W) AD(       ) 3
 NW0378  NGVD 29 (07/19/86) 1665.6    (m)         5465.     (f) VERT ANG       
 NW0378
 NW0378.Superseded values are not recommended for survey control.
 NW0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0378.See file dsdata.txt to determine how the superseded data were derived.
 NW0378
 NW0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG3418462133(NAD 83)
 NW0378_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NW0378_SETTING: 80 = SET IN A BOULDER
 NW0378_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0378
 NW0378  HISTORY     - Date     Condition        Report By
 NW0378  HISTORY     - 1956     MONUMENTED       CGS
 NW0378
 NW0378                          STATION DESCRIPTION
 NW0378
 NW0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 NW0378'THE STATION IS ON THE SOUTHERN ONE OF A PROMINENT DOUBLE-TOPPED,
 NW0378'ROUNDED HILL COVERED WITH SAGE BRUSH.  IT IS ABOUT 28 MILES
 NW0378'NORTHWEST OF OWYHEE ON THE NORTHWEST SIDE OF JUNIPER BASIN,
 NW0378'ABOUT 12 MILES NORTHWEST OF THE JUNIPER RESERVOIR, 1/2 MILE
 NW0378'NORTH OF AN EAST-WEST FENCE AND 1-1/2 MILES EAST-NORTHEAST
 NW0378'OF A T FENCE CORNER INTERSECTION.
 NW0378'
 NW0378'TO REACH FROM THE POST OFFICE IN OWYHEE, GO NORTH ON GRAVELED
 NW0378'ROAD FOR 3.4 MILES TO A T-ROAD LEFT.  TURN LEFT, WEST, FOR
 NW0378'2.7 MILES TO A FORK.  TAKE THE RIGHT FORK, NORTHERLY, FOR
 NW0378'3.2 MILES TO A FORK.  TAKE THE LEFT FORK, WESTERLY, FOR 0.9
 NW0378'MILE TO A GATE.  GO THROUGH THE GATE AND CONTINUE NORTHWESTERLY
 NW0378'(KEEPING LEFT AT ALL FORKS) FOR 3.1 MILES TO A GATE NEAR THE
 NW0378'TOP OF THE RIM.  GO THROUGH THE GATE AND CONTINUE WESTERLY
 NW0378'FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK, WESTERLY, FOR
 NW0378'5.8 MILES TO A GATE.  GO THROUGH THE GATE AND CONTINUE WEST
 NW0378'FOR 1.35 MILES TO A FORK.  TAKE THE LEFT FORK, WEST, FOR 2.6
 NW0378'MILES TO A FORK.  TAKE THE LEFT FORK, WESTERLY, ACROSS THE
 NW0378'JUNIPER BASIN RESERVOIR, FOR 2.45 MILES TO THE TOP OF THE
 NW0378'RIDGE AND A REVERSE Y-FORK.  CONTINUE WEST FOR 5.8 MILES
 NW0378'TO A CROSSROAD ON THE EAST SIDE OF A NORTH-SOUTH FENCE
 NW0378'AND A GATE.  TURN RIGHT AND GO NORTHERLY (ALONG THE EAST
 NW0378'SIDE OF THE FENCE) FOR 3.5 MILES TO A CROSSROAD AND A GATE ON
 NW0378'THE LEFT, IN THE NORTH-SOUTH FENCE.  CONTINUE NORTH FOR
 NW0378'0.2 MILE TO A GATE IN THE EAST-WEST FENCE, JUST EAST OF
 NW0378'THE T FENCE CORNER.  GO THROUGH THE GATE, TURN RIGHT AND GO
 NW0378'EAST ACROSS COUNTRY (ALONG THE NORTH SIDE OF THE FENCE)
 NW0378'FOR 0.9 MILE.  LEAVE THE FENCE LINE AND BEAR LEFT,
 NW0378'NORTHEAST, FOR 0.35 MILE TO A SADDLE ON THE MAIN RIDGE THAT
 NW0378'RUNS SOUTH FROM THE STATION HILL.  THE AZIMUTH MARK IS IN
 NW0378'THE HUGE BOULDER FIELD ABOUT 100 YARDS SOUTH OF THE LOW
 NW0378'PART OF THE SADDLE.  FROM THE SADDLE, TURN LEFT AND GO
 NW0378'NORTH UP THE RIDGE FOR 0.5 MILE TO THE SUMMIT OF THE FIRST
 NW0378'HILL AND STATION.  A HIGH WHEEL BASE VEHICLE IS
 NW0378'RECOMMENDED, DUE TO BOULDERS AND HIGH SAGE BRUSH.
 NW0378'
 NW0378'THE STATION, REFERENCE MARKS 1, 2, AND THE AZIMUTH MARK ARE
 NW0378'STANDARD DISKS CEMENTED IN DRILL HOLES IN BOULDERS.
 NW0378'
 NW0378'THE STATION MARK, STAMPED IDA 1956, IS IN A BOULDER ABOUT
 NW0378'FLUSH WITH THE GROUND, AND 5 FEET SOUTHWEST OF A WITNESS POST.
 NW0378'
 NW0378'REFERENCE MARK 1, STAMPED IDA NO 1 1956, IS IN A BOULDER
 NW0378'PROJECTING ABOUT 12 INCHES.
 NW0378'
 NW0378'REFERENCE MARK 2, STAMPED IDA NO 2 1956, IS IN A BOULDER
 NW0378'PROJECTING ABOUT 2 INCHES.
 NW0378'
 NW0378'THE AZIMUTH MARK, STAMPED IDA 1956, IS IN A BOULDER PROJECTING
 NW0378'ABOUT 10 INCHES.  IT IS ABOUT 500 FEET NORTH OF THE EAST-WEST
 NW0378'FENCE LINE AND 1 FOOT EAST OF A WITNESS POST.  THE MARK IS ON
 NW0378'THE HIGHEST PART OF THE BOULDER FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0769 ***********************************************************************
 NU0769  DESIGNATION -  IDA 1
 NU0769  PID         -  NU0769
 NU0769  STATE/COUNTY-  ID/POWER
 NU0769  USGS QUAD   -  NEELEY (1971)
 NU0769
 NU0769                         *CURRENT SURVEY CONTROL
 NU0769  ___________________________________________________________________
 NU0769* NAD 83(1986)-  42 43 24.     (N)    112 54 55.     (W)     SCALED    
 NU0769* NAVD 88     -      1330.593  (meters)    4365.45   (feet)  ADJUSTED  
 NU0769  ___________________________________________________________________
 NU0769  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 NU0769  DYNAMIC HT  -        1329.828 (meters)    4362.94  (feet)  COMP
 NU0769  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 NU0769
 NU0769  VERT ORDER  -  SECOND    CLASS 0
 NU0769
 NU0769.The horizontal coordinates were scaled from a topographic map and have
 NU0769.an estimated accuracy of +/- 6 seconds.
 NU0769
 NU0769.The orthometric height was determined by differential leveling
 NU0769.and adjusted by the National Geodetic Survey in June 1991..
 NU0769
 NU0769.The geoid height was determined by GEOID03.
 NU0769
 NU0769.The dynamic height is computed by dividing the NAVD 88
 NU0769.geopotential number by the normal gravity value computed on the
 NU0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0769.degrees latitude (g = 980.6199 gals.).
 NU0769
 NU0769.The modeled gravity was interpolated from observed gravity values.
 NU0769
 NU0769;                    North         East    Units  Estimated Accuracy
 NU0769;SPC ID E     -   117,640.      138,690.      MT  (+/- 180 meters Scaled)
 NU0769
 NU0769                          SUPERSEDED SURVEY CONTROL
 NU0769
 NU0769  NGVD 29 (??/??/92) 1329.566  (m)         4362.08   (f) ADJ UNCH    2 0
 NU0769
 NU0769.Superseded values are not recommended for survey control.
 NU0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0769.See file dsdata.txt to determine how the superseded data were derived.
 NU0769
 NU0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN431318(NAD 83)
 NU0769_MARKER: DD = SURVEY DISK
 NU0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0769_STAMPING: IDA 1
 NU0769_MARK LOGO: IDPWD 
 NU0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0769+STABILITY: SURFACE MOTION
 NU0769
 NU0769  HISTORY     - Date     Condition        Report By
 NU0769  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0769  HISTORY     - 1970     GOOD             USGS
 NU0769  HISTORY     - 1983     POOR             NGS
 NU0769
 NU0769                          STATION DESCRIPTION
 NU0769
 NU0769'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NU0769'5.2 MI SW FROM AMERICAN FALLS.
 NU0769'FROM THE POST OFFICE AT AMERICAN FALLS ABOUT 5.2 MI. SOUTHWEST ALONG
 NU0769'THE OLD ROUTING OF US HIGHWAY 30N, NORTH OF US INTERSTATE 15W.  0.7
 NU0769'MI. SSW OF NEELY SETTLEMENT (SITE), AT JUNCTION OF A GRAVEL ROAD
 NU0769'LEADING NORTH TOWARD NEELY SETTLEMENT, 35 FEET NORTH OF US HIGHWAY
 NU0769'30N, 40 EAST OF NORTH SOUTH ROAD.  ON TOP OF A CONCRETE POST.  A IDPW
 NU0769'DISK.
 NU0769
 NU0769                          STATION RECOVERY (1983)
 NU0769
 NU0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0769'RECOVERED IN POOR CONDITION AND WILL NOT BE LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0866 ***********************************************************************
 OY0866  DESIGNATION -  IDA 15 100
 OY0866  PID         -  OY0866
 OY0866  STATE/COUNTY-  ID/BINGHAM
 OY0866  USGS QUAD   -  ROSE (1979)
 OY0866
 OY0866                         *CURRENT SURVEY CONTROL
 OY0866  ___________________________________________________________________
 OY0866* NAD 83(1992)-  43 17 54.53104(N)    112 16 49.84007(W)     ADJUSTED  
 OY0866* NAVD 88     -      1403.2    (meters)    4604.     (feet)  VERTCON   
 OY0866  ___________________________________________________________________
 OY0866  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 OY0866  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 OY0866
 OY0866  HORZ ORDER  -  SECOND
 OY0866
 OY0866.The horizontal coordinates were established by classical geodetic methods
 OY0866.and adjusted by the National Geodetic Survey in July 1992..
 OY0866
 OY0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0866
 OY0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0866
 OY0866.The geoid height was determined by GEOID03.
 OY0866
 OY0866;                    North         East     Units Scale Factor Converg.
 OY0866;SPC ID E     -   181,263.029   190,762.559   MT  0.99994842   -0 04 41.1
 OY0866;UTM  12      - 4,794,757.502   396,133.753   MT  0.99973271   -0 52 41.7
 OY0866
 OY0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0866!SPC ID E     -   0.99978194  x   0.99994842  =   0.99973037
 OY0866!UTM  12      -   0.99978194  x   0.99973271  =   0.99951471
 OY0866
 OY0866|---------------------------------------------------------------------|
 OY0866| PID    Reference Object                     Distance      Geod. Az  |
 OY0866|                                                           dddmmss.s |
 OY0866| CN3733 IDA 15 100 RM 1                      15.055 METERS 08055     |
 OY0866| OY0827 FIRTH TANK                          APPROX. 8.0 KM 0830411.6 |
 OY0866| OY0844 BLACKFOOT NORTH MUNICIPAL TANK      APPROX.13.0 KM 2040716.6 |
 OY0866| OY0846 BLACKFOOT SOUTH MUNICIPAL TANK      APPROX.14.4 KM 2043011.6 |
 OY0866| CN3734 IDA 15 100 RM 2                       8.625 METERS 31515     |
 OY0866|---------------------------------------------------------------------|
 OY0866
 OY0866                          SUPERSEDED SURVEY CONTROL
 OY0866
 OY0866  NAD 83(1986)-  43 17 54.52356(N)    112 16 49.82647(W) AD(       ) 2
 OY0866  NAD 27      -  43 17 54.82730(N)    112 16 46.91340(W) AD(       ) 2
 OY0866  NGVD 29 (07/19/86) 1402.1    (m)         4600.     (f) VERT ANG       
 OY0866
 OY0866.Superseded values are not recommended for survey control.
 OY0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0866.See file dsdata.txt to determine how the superseded data were derived.
 OY0866
 OY0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9613494758(NAD 83)
 OY0866_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0866_SETTING: 66 = SET IN ROCK OUTCROP
 OY0866
 OY0866  HISTORY     - Date     Condition        Report By
 OY0866  HISTORY     - 1959     MONUMENTED       CGS
 OY0866  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OY0866
 OY0866                          STATION DESCRIPTION
 OY0866
 OY0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0866'THE STATION IS ABOUT 5 MILES WEST OF FIRTH, 1-1/4 MILES NORTHWEST
 OY0866'OF THE LAVA SIDE SCHOOL (ABANDONED) AND ON THE SOUTH END OF
 OY0866'A LAVA FLOW.
 OY0866'
 OY0866'TO REACH FROM THE UNION PACIFIC DEPOT AT FIRTH GO NORTHEAST
 OY0866'ON U.S. HIGHWAY 91 0.4 MILE TO A PAVED ROAD LEADING NORTHWEST.
 OY0866'TURN LEFT, NORTHWEST, CROSS THE SNAKE RIVER AND CONTINUE
 OY0866'SOUTHWEST ALONG THE NORTHWEST SIDE OF THE RIVER ON THE PAVED
 OY0866'ROAD FOR 5.3 MILES TO THE LAVA SIDE SCHOOL ON THE RIGHT.
 OY0866'CONTINUE STRAIGHT AHEAD ON THE PAVED ROAD 0.5 MILE TO
 OY0866'WHERE THE MAIN ROAD TURNS SOUTH AND A GRAVEL ROAD GOES WEST.
 OY0866'TAKE GRAVEL ROAD WEST FOR 1.0 MILE TO A POWER LINE CROSSING
 OY0866'AT A SLIGHT RISE IN THE ROAD.  TURN RIGHT, NORTH, ON FARM
 OY0866'ROAD ALONG THE POWER LINE AND GO 1.4 MILES TO A SLIGHT RISE
 OY0866'AND A CURVE IN THE ROAD.  TURN RIGHT, EASTERLY, ON DIM
 OY0866'TRACK ROAD AND GO 0.15 MILE TO A OPENING IN A FENCE LINE.
 OY0866'TURN RIGHT, SOUTH, PASS THRU FENCE LINE, AND GO ABOUT
 OY0866'100 YARDS, THENCE LEFT, EASTERLY,THRU A CULTIVATED FIELD
 OY0866'FOR 0.6 MILE TO END OF TRUCK TRAVEL AT A FENCE CORNER AND
 OY0866'THE EDGE OF A LAVA RIM.  PACK SOUTHEAST ABOUT 300 YARDS
 OY0866'ALONG THE TOP OF THE LAVA FLOW TO THE SOUTH END OF THE
 OY0866'HIGHEST POINT IN THE IMMEDIATE VICINITY AND THE STATION.
 OY0866'
 OY0866'THE STATION MARK, STAMPED IDA 15-100 1959, IS A STANDARD
 OY0866'TRAVERSE DISK SET IN A DRILL HOLE IN BEDROCK AND ABOUT 100
 OY0866'FEET NORTH OF THE SOUTH POINT OF A LAVA RIM.
 OY0866'
 OY0866'REFERENCE MARK NO. 1, STAMPED IDA 15-100 NO 1 1959, IS A STANDARD
 OY0866'DISK SET IN A DRILL HOLE IN BEDROCK, 6 FEET WEST OF THE EAST
 OY0866'EDGE OF THE LAVA RIM AND ABOUT THE SAME ELEVATION AS THE
 OY0866'STATION.
 OY0866'
 OY0866'REFERENCE MARK NO. 2, STAMPED IDA 15-100 NO 2 1959, IS A
 OY0866'STANDARD DISK SET IN A DRILL HOLE IN BEDROCK AND IS ABOUT
 OY0866'THE SAME ELEVATION AS THE STATION.
 OY0866'
 OY0866'2-WHEEL DRIVE.
 OY0866
 OY0866                          STATION RECOVERY (1975)
 OY0866
 OY0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OY0866'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 838.
 OY0866'
 OY0866'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED
 OY0866'IN GOOD CONDITION AS DESCRIBED.  THE TO REACH IS ADEQUATE
 OY0866'FOR RECOVERY, BUT IT MAY NOT BE PERMISSIBLE TO CROSS THE
 OY0866'CULTIVATED FIELD AT ALL SEASONS OF THE YEAR.  AN ALTERNATE
 OY0866'TO REACH FOLLOWS.
 OY0866'
 OY0866'TO REACH THE STATION FROM THE BLACKFOOT RAILROAD DEPOT
 OY0866'GO NORTH ON U.S. HIGHWAY 91 FOR 1.5 MILES TO A SIDE ROAD LEFT,
 OY0866'TURN LEFT, AND GO NORTHWEST ON ROSE ROAD FOR 3.9 MILES TO
 OY0866'A FORK, JUST NORTH OF THE SETTLEMENT OF ROSE, TAKE THE RIGHT
 OY0866'FORK, AND GO EAST FOR 1.2 MILES TO THE ENTRANCE TO THE FREEWAY,
 OY0866'GO NORTHEAST ON THE FREEWAY TOWARD IDAHO FALLS FOR 2.2 MILES
 OY0866'TO MILEPOST NO. 100, CONTINUE NORTHEAST ON THE FREEWAY FOR
 OY0866'0.45 MILE TO AN EMERGENCY CROSSING, AND THE END OF TRUCK
 OY0866'TRAVEL AT THE SOUTH END OF THE GUARD RAIL THAT IS ON THE
 OY0866'WEST SIDE OF THE FREEWAY.  HIKE NORTHWEST ACROSS THE LAVA
 OY0866'BEDS FOR 1/4 MILE TO THE STATION.
 OY0866'
 OY0866'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 OY0866'NORTHEAST OF BLACKFOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0824 ***********************************************************************
 OY0824  DESIGNATION -  IDA 15 101
 OY0824  PID         -  OY0824
 OY0824  STATE/COUNTY-  ID/BINGHAM
 OY0824  USGS QUAD   -  FIRTH (1979)
 OY0824
 OY0824                         *CURRENT SURVEY CONTROL
 OY0824  ___________________________________________________________________
 OY0824* NAD 83(1992)-  43 19 51.72752(N)    112 14 18.59741(W)     ADJUSTED  
 OY0824* NAVD 88     -      1417.2    (meters)    4650.     (feet)  VERTCON   
 OY0824  ___________________________________________________________________
 OY0824  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 OY0824  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 OY0824
 OY0824  HORZ ORDER  -  SECOND
 OY0824
 OY0824.The horizontal coordinates were established by classical geodetic methods
 OY0824.and adjusted by the National Geodetic Survey in July 1992..
 OY0824
 OY0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0824
 OY0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0824
 OY0824.The geoid height was determined by GEOID03.
 OY0824
 OY0824;                    North         East     Units Scale Factor Converg.
 OY0824;SPC ID E     -   184,875.828   194,174.548   MT  0.99994779   -0 02 57.5
 OY0824;UTM  12      - 4,798,321.502   399,595.117   MT  0.99972401   -0 50 59.8
 OY0824
 OY0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0824!SPC ID E     -   0.99977973  x   0.99994779  =   0.99972753
 OY0824!UTM  12      -   0.99977973  x   0.99972401  =   0.99950380
 OY0824
 OY0824|---------------------------------------------------------------------|
 OY0824| PID    Reference Object                     Distance      Geod. Az  |
 OY0824|                                                           dddmmss.s |
 OY0824| CN3735 IDA 15 101 RM 1                      13.707 METERS 04224     |
 OY0824| OY0826 AIRWAY BCN 18 4 MI N OF FIRTH       APPROX. 5.1 KM 0520718.6 |
 OY0824| OY0819 SHELLEY LDS CHURCH SPIRE            APPROX.11.1 KM 0613415.1 |
 OY0824| OY0827 FIRTH TANK                          APPROX. 5.3 KM 1200606.1 |
 OY0824| CN3736 IDA 15 101 RM 2                      13.152 METERS 31105     |
 OY0824|---------------------------------------------------------------------|
 OY0824
 OY0824                          SUPERSEDED SURVEY CONTROL
 OY0824
 OY0824  NAD 83(1986)-  43 19 51.71978(N)    112 14 18.58416(W) AD(       ) 2
 OY0824  NAD 27      -  43 19 52.02340(N)    112 14 15.67390(W) AD(       ) 2
 OY0824  NGVD 29 (07/19/86) 1416.1    (m)         4646.     (f) VERT ANG       
 OY0824
 OY0824.Superseded values are not recommended for survey control.
 OY0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0824.See file dsdata.txt to determine how the superseded data were derived.
 OY0824
 OY0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9959598322(NAD 83)
 OY0824_MARKER: DS = TRIANGULATION STATION DISK
 OY0824_SETTING: 66 = SET IN ROCK OUTCROP
 OY0824
 OY0824  HISTORY     - Date     Condition        Report By
 OY0824  HISTORY     - 1959     MONUMENTED       CGS
 OY0824  HISTORY     - 1978     GOOD             NGS
 OY0824
 OY0824                          STATION DESCRIPTION
 OY0824
 OY0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0824'THE STATION IS 3.5 MILES NORTHWEST OF FIRTH, 2.25 MILES
 OY0824'NORTHWEST OF THE RIVERSIDE SCHOOL AND ON THE SUMMIT OF THE
 OY0824'ROUGH LAVA BEDS 0.7 MILE WEST OF THE EXTREME EAST EDGE,
 OY0824'0.35 MILE SOUTH OF THE SOUTH EDGE OF THE WHEAT FIELDS AND
 OY0824'SEVERAL LOW DRAINAGE AREAS AND 22 FEET SOUTHWEST OF A METAL
 OY0824'WITNESS POST WITH SIGN ATTACHED.
 OY0824'
 OY0824'TO REACH THE STATION FROM THE FIRTH POST OFFICE, PROCEED
 OY0824'NORTHEAST ALONG U.S. HIGHWAYS 91 AND 191 FOR 0.4 MILE TO
 OY0824'A PAVED ROAD LEFT, TURN LEFT, NORTH, FOR 0.7 MILE CROSSING
 OY0824'THE SNAKE RIVER THENCE WEST TO A GRAVEL ROAD ON THE RIGHT,
 OY0824'TURN RIGHT, NORTH, ON THE GRAVEL ROAD FOR 0.5 MILE THENCE
 OY0824'LEFT, WEST, FOR 0.5 MILE TO THE RIVERSIDE SCHOOL.  HERE TURN
 OY0824'RIGHT, NORTH, ON THE GRAVELED ROAD FOR 1.3 MILES TO A DIAGONAL
 OY0824'ROAD LEFT, TURN LEFT, NORTHWEST, FOR 0.4 MILE TO A FENCE LINE
 OY0824'AND GATE, TURN LEFT, WEST, ALONG THE SOUTH SIDE OF THE FENCE
 OY0824'LINE FOR 100 YARDS TO A FORK, KEEP THE RIGHT FORK ALONG THE
 OY0824'SOUTH SIDE OF THE FENCE AND FIELDS FOR 0.6 MILES TO A SMALL
 OY0824'RESERVOIR ON THE RIGHT, CONTINUE ALONG THE MAIN TRAVELED
 OY0824'ROAD FOR 0.35 MILE TO A FENCE CORNER.  FROM THE FENCE
 OY0824'CORNER GO CROSS COUNTRY FOR 0.15 MILE TO THE SOUTH END
 OY0824'OF A HIGH EMBANKMENT, TURN LEFT, SOUTH, ALONG THE EAST SIDE
 OY0824'OF THE IRRIGATION DITCH FOR ABOUT 0.1 MILE OR TO A
 OY0824'POINT WHERE THE DITCH CAN BE CROSSED, AFTER CROSSING THE
 OY0824'DITCH TURN RIGHT, WEST, FOR 0.25 MILE TO THE EAST EDGE OF
 OY0824'THE LAVA FLOW, BEAR SOUTHWEST UP A SMALL DRAW ON A DIM
 OY0824'TRACK ROAD FOR 0.15 MILE TO THE MAIN BASE OF THE LAVA FLOW.
 OY0824'HERE ENTER UPON THE LAVA FLOW ON A VERY DIM TRACE OF ROAD
 OY0824'FOR 0.1 MILE TO A VERY NARROW GAP, CROSS OVER THE NARROW
 OY0824'GAP AND FOLLOW THE DIM TRACE SOUTHWESTERLY FOR 0.8 MILE TO THE
 OY0824'STATION SITE ABOUT 165 FEET NORTH OF A TRIMMED TREE AT
 OY0824'THE EDGE OF A DEEP POT HOLE.
 OY0824'
 OY0824'NOTE.  GREAT CARE SHOULD BE USED WHILE TRAVERSING THE LAVA
 OY0824'FLOW TO AVOID THE MANY POT HOLES.
 OY0824'
 OY0824'THE STATION MARK, STAMPED IDA 15-101 1959, IS A STANDARD
 OY0824'DISK CEMENTED IN A DRILL HOLE IN THE LAVA BEDROCK FLUSH
 OY0824'WITH THE SURROUNDING SURFACE.
 OY0824'
 OY0824'REFERENCE MARK 1, STAMPED IDA 15-101 NO 1 1959, IS A STANDARD
 OY0824'DISK CEMENTED IN A DRILL HOLE IN THE LAVA BEDROCK ABOUT
 OY0824'LEVEL WITH THE STATION.
 OY0824'
 OY0824'REFERENCE MARK 2, STAMPED IDA 15-101 NO 2 1959, IS A STANDARD
 OY0824'DISK CEMENTED IN A DRILL HOLE IN THE LAVA BEDROCK ABOUT LEVEL
 OY0824'WITH THE STATION MARK AND 10 FEET NORTH OF A SMALL JUNIPER TREE.
 OY0824'
 OY0824'A 4-WHEEL DRIVE STATION.
 OY0824
 OY0824                          STATION RECOVERY (1978)
 OY0824
 OY0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OY0824'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OY0824'CONDITION AS DESCRIBED.  ROADS AND LANDMARKS HAVE CHANGED.  A NEW TO
 OY0824'REACH FOLLOWS.
 OY0824'
 OY0824'TO REACH THE STATION FROM THE SHELLEY POST OFFICE, GO EAST ON PINE
 OY0824'STREET FOR 0.1 MILE TO U.S. HIGHWAYS 91, AND 191, TURN RIGHT, AND GO
 OY0824'SOUTH ON THE HIGHWAYS FOR 0.4 MILE TO A CROSSROAD AT A CAUTION
 OY0824'LIGHT, TURN RIGHT, AND GO WEST ON SHELLEY WEST RIVER ROAD FOR 2.2
 OY0824'MILES TO THE WEST END OF THE BRIDGE OVER THE SNAKE RIVER, AND A
 OY0824'MACADAM ROAD LEFT, TURN LEFT, AND GO SOUTH, AND WEST FOR 1.3 MILES
 OY0824'TO THE JUNCTION WITH BASE LINE ROAD, WHERE WEST RIVER ROAD
 OY0824'AGAIN CURVES SOUTH, CONTINUE STRAIGHT AHEAD, WEST, ON BASE LINE
 OY0824'ROAD FOR 1.2 MILES TO THE OVERPASS OVER THE FREEWAY.  CONTINUE WEST
 OY0824'ON BASE LINE ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 OY0824'AND GO SOUTH, AND SOUTHWEST ON THE GRAVEL, AND DIRT ROAD FOR
 OY0824'1.5 MILES TO AN UNDERPASS UNDER THE FREEWAY ON THE LEFT,
 OY0824'TURN LEFT, PASS UNDER THE FREEWAY, THEN TURN RIGHT, AND GO
 OY0824'SOUTHWEST ON THE FIELD ROAD ON THE EAST SIDE OF THE RIGHT-OF-WAY
 OY0824'FENCE FOR 1.0 MILE TO THE LAVA FLOW, AND THE END OF TRUCK TRAVEL.
 OY0824'PACK SOUTH ON THE LAVA FOR 1/4 MILE TO THE STATION.  LENGTH OF
 OY0824'PACK IS 1/4 HOUR.
 OY0824'
 OY0824'THE FIRTH TANK WILL SERVE FOR AZIMUTH CONTROL.
 OY0824'
 OY0824'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHWEST
 OY0824'OF SHELLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1343 ***********************************************************************
 OY1343  DESIGNATION -  IDA 15 102 RESET
 OY1343  PID         -  OY1343
 OY1343  STATE/COUNTY-  ID/BINGHAM
 OY1343  USGS QUAD   -  FIRTH (1979)
 OY1343
 OY1343                         *CURRENT SURVEY CONTROL
 OY1343  ___________________________________________________________________
 OY1343* NAD 83(1986)-  43 21 49.     (N)    112 12 45.     (W)     SCALED    
 OY1343* NAVD 88     -      1423.87   (meters)    4671.5    (feet)  RESET     
 OY1343  ___________________________________________________________________
 OY1343  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 OY1343
 OY1343  VERT ORDER  -  THIRD
 OY1343
 OY1343.The horizontal coordinates were scaled from a topographic map and have
 OY1343.an estimated accuracy of +/- 6 seconds.
 OY1343
 OY1343.The orthometric height was computed from unverified reset data.
 OY1343.No vertical observational check was made to the station.
 OY1343
 OY1343.The geoid height was determined by GEOID03.
 OY1343
 OY1343;                    North         East    Units  Estimated Accuracy
 OY1343;SPC ID E     -   188,490.      196,290.      MT  (+/- 180 meters Scaled)
 OY1343
 OY1343                          SUPERSEDED SURVEY CONTROL
 OY1343
 OY1343  NGVD 29 (03/27/06) 1422.79   (m)         4667.9    (f) RESET       3  
 OY1343
 OY1343.Superseded values are not recommended for survey control.
 OY1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1343.See file dsdata.txt to determine how the superseded data were derived.
 OY1343
 OY1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP017019(NAD 83)
 OY1343_MARKER: DD = SURVEY DISK
 OY1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY1343_SP_SET: CONCRETE POST
 OY1343_STAMPING: IDA 15 102 1959 1978
 OY1343_MARK LOGO: NGS   
 OY1343_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1343+STABILITY: SURFACE MOTION
 OY1343
 OY1343  HISTORY     - Date     Condition        Report By
 OY1343  HISTORY     - 1978     MONUMENTED       NGS
 OY1343  HISTORY     - 1978     GOOD             NGS
 OY1343
 OY1343                          STATION DESCRIPTION
 OY1343
 OY1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OY1343'REFERENCE MARK NO. 1, AND THE UNDERGROUND MARK WERE RECOVERED IN
 OY1343'GOOD CONDITION.  THE SURFACE STATION MARK, AND REFERENCE MARK NO. 2
 OY1343'HAD BEEN DESTROYED.  A NEW STATION MARK WAS PLUMBED PRECISELY OVER
 OY1343'THE UNDER GROUND MARK.  REFERENCE MARK NO. 3, AND AN AZIMUTH MARK
 OY1343'WERE ESTABLISHED.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 OY1343'DESCRIPTION FOLLOWS.
 OY1343'
 OY1343'THE STATION IS ON THE EAST RIGHT-OF-WAY OF LAVA ROAD.
 OY1343'
 OY1343'TO REACH THE STATION FROM THE SHELLEY POST OFFICE, GO EAST ON PINE
 OY1343'STREET FOR 0.1 MILE TO U.S. HIGHWAYS 91, AND 191, TURN RIGHT, AND
 OY1343'GO SOUTH ON THE HIGHWAYS FOR 0.4 MILE TO A CROSSROAD, AT A CAUTION
 OY1343'LIGHT, TURN RIGHT, AND GO WEST ON SHELLEY WEST RIVER ROAD FOR 2.2
 OY1343'MILES TO THE WEST END OF THE BRIDGE OVER THE SNAKE RIVER, AND A
 OY1343'MACADAM ROAD LEFT, TURN LEFT, AND GO SOUTH, AND WEST ON WEST
 OY1343'RIVER ROAD FOR 1.3 MILES TO THE JUNCTION WITH BASE LINE ROAD,
 OY1343'WHERE WEST RIVER ROAD AGAIN CURVES SOUTH.  CONTINUE STRAIGHT
 OY1343'AHEAD, WEST, ON BASE LINE ROAD FOR 1.2 MILES TO THE OVERPASS
 OY1343'OVER THE FREEWAY, AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 OY1343'WEST ON BASE LINE ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN
 OY1343'LEFT, AND GO SOUTH ON LAVA ROAD FOR 0.25 MILE TO THE STATION ON
 OY1343'THE LEFT.
 OY1343'
 OY1343'THE STATION MARK, STAMPED IDA 15 102 1959 1978, IS A STANDARD DISK
 OY1343'SET IN AN IRREGULAR MASS OF CONCRETE THAT IS 1-FOOT BELOW THE
 OY1343'SURFACE, 45 FEET NORTH OF A POWER POLE WITH A WITNESS SIGN NAILED
 OY1343'ON IT, AND 21 FEET EAST OF THE CENTER OF LAVA ROAD.
 OY1343'
 OY1343'REFERENCE MARK NO. 1, STAMPED IDA 15 102 1959, IS A STANDARD DISK
 OY1343'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 21 FEET
 OY1343'EAST OF THE CENTER OF LAVA ROAD, AND 5 FEET NORTH OF THE POWER POLE.
 OY1343'
 OY1343'REFERENCE MARK NO. 3, STAMPED IDA 15 102 1959 NO 3 1978, IS A
 OY1343'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OY1343'PROJECTS 4-INCHES, 20 FEET WEST OF THE CENTER OF THE ROAD, 1-FOOT
 OY1343'SOUTH OF A METAL WITNESS POST, AND 0.5 FOOT EAST OF THE
 OY1343'NORTH-SOUTH FENCE LINE.
 OY1343'
 OY1343'THE AZIMUTH MARK, STAMPED IDA 15 102 1959 1978, IS A STANDARD DISK
 OY1343'CEMENTED IN A DRILL HOLE IN THE DECK OF THE OVERPASS, 79 FEET EAST
 OY1343'OF THE WEST END OF THE OVERPASS, 3.5 FEET NORTH OF THE GUARD RAIL,
 OY1343'AND 2 FEET NORTH OF THE CURB.
 OY1343'
 OY1343'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHWEST
 OY1343'OF SHELLEY.
 OY1343
 OY1343                          STATION RECOVERY (1978)
 OY1343
 OY1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OY1343'FROM THE SHELLEY POST OFFICE, GO EAST ON PINE STREET FOR 0.1 MILES
 OY1343'(0.2 KM) TO US HIGHWAYS 91 AND 191, TURN RIGHT, AND GO SOUTH ON THE
 OY1343'HIGHWAYS FOR 0.4 MILES (0.6 KM) TO A CROSSROAD, TURN RIGHT, AND GO
 OY1343'WEST ON SHELLEY WEST RIVER ROAD FOR 2.2 MILES (3.5 KM) TO A MACADAM
 OY1343'ROAD LEFT, JUST AFTER CROSSING THE BRIDGE OVER THE SNAKE RIVER, TURN
 OY1343'LEFT, AND GO SOUTH AND WEST ON WEST RIVER ROAD FOR 1.3 MILES
 OY1343'(2.1 KM) TO THE JUNCTION WITH BASE LINE ROAD, WHERE THE MAIN ROAD
 OY1343'AGAIN CURVES SOUTH, CONTINUE STRAIGHT AHEAD, WEST ON BASE LINE ROAD
 OY1343'FOR 1.2 MILES (1.9 KM) TO THE OVERPASS OVER THE FREEWAY, CONTIUE WEST
 OY1343'ON BASE LINE ROAD FOR 0.4 MILES (0.6 KM) TO A SIDE ROAD LEFT, TURN
 OY1343'LEFT, AND GO SOUTH ON LAVA ROAD FOR 0.25 MILES (0.40 KM) TO THE MARK
 OY1343'ON THE LEFT, 45 FEET (13.7 M) NORTH OF A POWER POLE WITH A WITNESS
 OY1343'SIGN NAILED ON IT, 39.65 FEET (12.09 M) EAST OF BENCH MARK IDA 15-102
 OY1343'RM 3, AND 21 FEET (6.4 M) EAST OF THE CENTER OF LAVA ROAD, MARK IS 1
 OY1343'FOOT (0.3 M) BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0292 ***********************************************************************
 OY0292  DESIGNATION -  IDA 15 102 RM 1
 OY0292  PID         -  OY0292
 OY0292  STATE/COUNTY-  ID/BINGHAM
 OY0292  USGS QUAD   -  FIRTH (1979)
 OY0292
 OY0292                         *CURRENT SURVEY CONTROL
 OY0292  ___________________________________________________________________
 OY0292* NAD 83(1986)-  43 21 53.     (N)    112 12 44.     (W)     SCALED    
 OY0292* NAVD 88     -      1424.168  (meters)    4672.46   (feet)  ADJUSTED  
 OY0292  ___________________________________________________________________
 OY0292  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 OY0292  DYNAMIC HT  -        1423.398 (meters)    4669.93  (feet)  COMP
 OY0292  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 OY0292
 OY0292  VERT ORDER  -  SECOND    CLASS 0
 OY0292
 OY0292.The horizontal coordinates were scaled from a topographic map and have
 OY0292.an estimated accuracy of +/- 6 seconds.
 OY0292
 OY0292.The orthometric height was determined by differential leveling
 OY0292.and adjusted by the National Geodetic Survey in June 1991..
 OY0292
 OY0292.The geoid height was determined by GEOID03.
 OY0292
 OY0292.The dynamic height is computed by dividing the NAVD 88
 OY0292.geopotential number by the normal gravity value computed on the
 OY0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0292.degrees latitude (g = 980.6199 gals.).
 OY0292
 OY0292.The modeled gravity was interpolated from observed gravity values.
 OY0292
 OY0292;                    North         East    Units  Estimated Accuracy
 OY0292;SPC ID E     -   188,620.      196,310.      MT  (+/- 180 meters Scaled)
 OY0292
 OY0292                          SUPERSEDED SURVEY CONTROL
 OY0292
 OY0292  NGVD 29 (??/??/92) 1423.086  (m)         4668.91   (f) ADJ UNCH    2 0
 OY0292
 OY0292.Superseded values are not recommended for survey control.
 OY0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0292.See file dsdata.txt to determine how the superseded data were derived.
 OY0292
 OY0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP017020(NAD 83)
 OY0292_MARKER: DR = REFERENCE MARK DISK
 OY0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0292_STAMPING: IDA 15-102 NO 1 1959
 OY0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0292+STABILITY: SURFACE MOTION
 OY0292
 OY0292  HISTORY     - Date     Condition        Report By
 OY0292  HISTORY     - 1959     MONUMENTED       CGS
 OY0292
 OY0292                          STATION DESCRIPTION
 OY0292
 OY0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0292'6.3 MI SW FROM WOODVILLE.
 OY0292'1.95 MILES SOUTHWEST AND WEST ON PAVED AND GRAVEL ROAD FROM WOODVILLE,
 OY0292'THENCE 1.95 MILES SOUTH ON GRAVEL ROAD, THENCE 1.2 MILES WEST ON
 OY0292'GRAVEL AND DIRT ROAD, THENCE 1.2 MILES SOUTH ON DIRT AND GRAVEL ROAD,
 OY0292'39.85 FEET SOUTH OF THE STATION MARK, 22 FEET EAST OF THE CENTER OF
 OY0292'THE ROAD, 5 FEET NORTH OF A POWER POLE, 1 FOOT WEST OF A FENCE LINE,
 OY0292'SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1342 ***********************************************************************
 OY1342  DESIGNATION -  IDA 15 102 RM 3
 OY1342  PID         -  OY1342
 OY1342  STATE/COUNTY-  ID/BINGHAM
 OY1342  USGS QUAD   -  FIRTH (1979)
 OY1342
 OY1342                         *CURRENT SURVEY CONTROL
 OY1342  ___________________________________________________________________
 OY1342* NAD 83(1986)-  43 21 48.     (N)    112 12 44.     (W)     SCALED    
 OY1342* NAVD 88     -      1424.17   (meters)    4672.5    (feet)  RESET     
 OY1342  ___________________________________________________________________
 OY1342  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 OY1342
 OY1342  VERT ORDER  -  THIRD
 OY1342
 OY1342.The horizontal coordinates were scaled from a topographic map and have
 OY1342.an estimated accuracy of +/- 6 seconds.
 OY1342
 OY1342.The orthometric height was computed from unverified reset data.
 OY1342.No vertical observational check was made to the station.
 OY1342
 OY1342.The geoid height was determined by GEOID03.
 OY1342
 OY1342;                    North         East    Units  Estimated Accuracy
 OY1342;SPC ID E     -   188,460.      196,310.      MT  (+/- 180 meters Scaled)
 OY1342
 OY1342                          SUPERSEDED SURVEY CONTROL
 OY1342
 OY1342  NGVD 29 (03/27/06) 1423.09   (m)         4668.9    (f) RESET       3  
 OY1342
 OY1342.Superseded values are not recommended for survey control.
 OY1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1342.See file dsdata.txt to determine how the superseded data were derived.
 OY1342
 OY1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP017018(NAD 83)
 OY1342_MARKER: DR = REFERENCE MARK DISK
 OY1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY1342_SP_SET: CONCRETE POST
 OY1342_STAMPING: IDA 15 102 1959 NO 3 1978
 OY1342_MARK LOGO: NGS   
 OY1342_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY1342+STABILITY: SURFACE MOTION
 OY1342
 OY1342  HISTORY     - Date     Condition        Report By
 OY1342  HISTORY     - 1978     MONUMENTED       NGS
 OY1342  HISTORY     - 19780722 GOOD             NGS
 OY1342
 OY1342                          STATION DESCRIPTION
 OY1342
 OY1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 OY1342'1.95 MILES (3.14 KM) SOUTHWEST AND WEST ON PAVED AND GRAVELED ROAD,
 OY1342'THENCE 1.95 MILES (3.14 KM) SOUTH ALONG GRAVEL ROAD, THENCE 1.2 MILES
 OY1342'(1.9 KM) WEST ON GRAVEL ROAD AND DIRT ROAD, THENCE 1.2 MILES
 OY1342'(1.9 KM) SOUTH ON A GRAVEL AND DIRT ROAD FROM WOODVILLE, 0.4 MILES
 OY1342'(0.6 KM) WEST AND 0.25 MILES (0.40 KM) SOUTH ALONG LAVA ROAD, FROM
 OY1342'BASE LINE ROAD OVERPASS OVER FREEWAY, 39.65 FEET (12.09 M) WEST OF
 OY1342'THE STATION, 20 FEET (6.1 M) WEST OF THE CENTERLINE OF THE ROAD AND 1
 OY1342'FOOT (0.3 M) EAST OF THE NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0287 ***********************************************************************
 OY0287  DESIGNATION -  IDA 15 103
 OY0287  PID         -  OY0287
 OY0287  STATE/COUNTY-  ID/BINGHAM
 OY0287  USGS QUAD   -  WOODVILLE (1979)
 OY0287
 OY0287                         *CURRENT SURVEY CONTROL
 OY0287  ___________________________________________________________________
 OY0287* NAD 83(1992)-  43 23 09.05397(N)    112 11 15.20041(W)     ADJUSTED  
 OY0287* NAVD 88     -      1420.332  (meters)    4659.87   (feet)  ADJUSTED  
 OY0287  ___________________________________________________________________
 OY0287  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 OY0287  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 OY0287  DYNAMIC HT  -        1419.569 (meters)    4657.37  (feet)  COMP
 OY0287  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 OY0287
 OY0287  HORZ ORDER  -  SECOND
 OY0287  VERT ORDER  -  SECOND    CLASS 0
 OY0287
 OY0287.The horizontal coordinates were established by classical geodetic methods
 OY0287.and adjusted by the National Geodetic Survey in July 1992..
 OY0287
 OY0287.The orthometric height was determined by differential leveling
 OY0287.and adjusted by the National Geodetic Survey in June 1991..
 OY0287
 OY0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0287
 OY0287.The geoid height was determined by GEOID03.
 OY0287
 OY0287.The dynamic height is computed by dividing the NAVD 88
 OY0287.geopotential number by the normal gravity value computed on the
 OY0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0287.degrees latitude (g = 980.6199 gals.).
 OY0287
 OY0287.The modeled gravity was interpolated from observed gravity values.
 OY0287
 OY0287;                    North         East     Units Scale Factor Converg.
 OY0287;SPC ID E     -   190,962.912   198,307.476   MT  0.99994740   -0 00 51.7
 OY0287;UTM  12      - 4,804,348.831   403,811.778   MT  0.99971381   -0 48 56.9
 OY0287
 OY0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0287!SPC ID E     -   0.99977921  x   0.99994740  =   0.99972662
 OY0287!UTM  12      -   0.99977921  x   0.99971381  =   0.99949308
 OY0287
 OY0287:                Primary Azimuth Mark                     Grid Az
 OY0287:SPC ID E     -  AIRWAY BCN 18 4 MI N OF FIRTH            182 14 20.6
 OY0287:UTM  12      -  AIRWAY BCN 18 4 MI N OF FIRTH            183 02 25.8
 OY0287
 OY0287|---------------------------------------------------------------------|
 OY0287| PID    Reference Object                     Distance      Geod. Az  |
 OY0287|                                                           dddmmss.s |
 OY0287| OY0826 AIRWAY BCN 18 4 MI N OF FIRTH       APPROX. 3.0 KM 1821328.9 |
 OY0287| OY0288 IDA 15 103 RM 1                      16.265 METERS 21821     |
 OY0287| OY0290 S 91                                               2455847.2 |
 OY0287| OY0286 IDA 15 103 RM 2                      13.051 METERS 31008     |
 OY0287|---------------------------------------------------------------------|
 OY0287
 OY0287                          SUPERSEDED SURVEY CONTROL
 OY0287
 OY0287  NAD 83(1986)-  43 23 09.04562(N)    112 11 15.18755(W) AD(       ) 2
 OY0287  NAD 27      -  43 23 09.35230(N)    112 11 12.27960(W) AD(       ) 2
 OY0287  NGVD 29 (??/??/92) 1419.254  (m)         4656.34   (f) ADJ UNCH    2 0
 OY0287
 OY0287.Superseded values are not recommended for survey control.
 OY0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0287.See file dsdata.txt to determine how the superseded data were derived.
 OY0287
 OY0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0381204349(NAD 83)
 OY0287_MARKER: DE = TRAVERSE STATION DISK
 OY0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0287_STAMPING: IDA 15-103 1959
 OY0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0287+STABILITY: SURFACE MOTION
 OY0287
 OY0287  HISTORY     - Date     Condition        Report By
 OY0287  HISTORY     - 1959     MONUMENTED       CGS
 OY0287  HISTORY     - 1959     GOOD             CGS
 OY0287  HISTORY     - 1979     MARK NOT FOUND   NGS
 OY0287  HISTORY     - 1979     MARK NOT FOUND   NGS
 OY0287
 OY0287                          STATION DESCRIPTION
 OY0287
 OY0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0287'THE STATION IS 3 MILES SOUTHWEST OF THE WOODVILLE STORE, 3 MILES
 OY0287'WEST OF SHELLEY, 54 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 OY0287'GRAVELED ROAD AND 30 FEET EAST OF THE RIGHT OF WAY AND PROPERTY
 OY0287'LINE FENCE.
 OY0287'
 OY0287'TO REACH THE STATION FROM THE SHELLEY POST OFFICE, PROCEED
 OY0287'SOUTHWEST ALONG U.S. HIGHWAYS 91 AND 191 FOR 0.35 MILE TO AN OILED
 OY0287'ROAD RIGHT, TURN RIGHT, WEST, FOR 2 MILES TO A BRIDGE OVER THE
 OY0287'SNAKE RIVER, AT THE WEST END OF THE BRIDGE TURN RIGHT, NORTH
 OY0287'THEN WEST, FOR 1.1 MILE TO A CROSS ROAD, TURN RIGHT, NORTH,
 OY0287'FOR 0.35 MILE TO THE STATION SITE ON THE RIGHT.
 OY0287'
 OY0287'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-103 1959, IS
 OY0287'A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST PROJECTING
 OY0287'6 INCHES AND IS AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD.
 OY0287'
 OY0287'REFERENCE MARK 1, STAMPED IDA 15-103 NO 1 1959 IS A STANDARD
 OY0287'DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS
 OY0287'22 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET WEST OF THE
 OY0287'RIGHT OF WAY FENCE AND 10 FEET SOUTH OF THE SOUTH GATE POST.
 OY0287'
 OY0287'REFERENCE MARK 2, STAMPED IDA 15-103 NO 2 1959, IS A STANDARD
 OY0287'DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS
 OY0287'43 FEET NORTH OF THE NORTH GATE POST, 22 FEET EAST OF THE
 OY0287'CENTER OF THE ROAD AND 3 FEET WEST OF THE RIGHT OF WAY FENCE.
 OY0287'
 OY0287'B M S 91, STAMPED S 91 1959, IS A STANDARD DISK SET IN A SQUARE
 OY0287'CONCRETE POST PROJECTING 4 INCHES.  IT IS 81 FEET WEST OF A
 OY0287'NORTH-SOUTH TRACK ROAD, 5 FEET WEST OF A METAL WITNESS POST WITH
 OY0287'SIGN ATTACHED AND ON THE NORTHEAST END OF A FLAT FINGER RIDGE
 OY0287'IN THE CENTER OF A CULTIVATED FIELD.
 OY0287'
 OY0287'A 2-WHEEL DRIVE STATION.
 OY0287
 OY0287                          STATION RECOVERY (1959)
 OY0287
 OY0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OY0287'3.55 MI SW FROM WOODVILLE.
 OY0287'1.95 MILES SOUTHWEST AND WEST ON PAVED AND GRAVEL ROAD FROM WOODVILLE,
 OY0287'THENCE 1.6 MILES SOUTH ON GRAVEL ROAD, 53.36 FEET NORTHEAST OF R.M. 1,
 OY0287'42.82 FEET SOUTHEAST OF R.M. 2, 54 FEET EAST OF THE CENTER OF THE
 OY0287'GRAVEL ROAD, 30 FEET EAST OF A FENCE LINE, SET IN A SQUARE CONCRETE
 OY0287'POST PROJECTING 6 INCHES.
 OY0287
 OY0287                          STATION RECOVERY (1979)
 OY0287
 OY0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OY0287'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK, BM S
 OY0287'91, WERE SEARCHED FOR BUT NOT RECOVERED.  THE PROPERTY OWNER DOES NOT
 OY0287'REMEMBER SEEING THE MARKS AND THE WHOLE AREA HAS BEEN CHANGED AND THE
 OY0287'FENCES MOVED.  THE MARKS MAY STILL EXIST BUT IT WOULD REQUIRE A
 OY0287'TRAVERSE INTO THE AREA TO LOCATE THEM.
 OY0287
 OY0287                          STATION RECOVERY (1979)
 OY0287
 OY0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OY0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0288 ***********************************************************************
 OY0288  DESIGNATION -  IDA 15 103 RM 1
 OY0288  PID         -  OY0288
 OY0288  STATE/COUNTY-  ID/BINGHAM
 OY0288  USGS QUAD   -  WOODVILLE (1979)
 OY0288
 OY0288                         *CURRENT SURVEY CONTROL
 OY0288  ___________________________________________________________________
 OY0288* NAD 83(1986)-  43 23 11.     (N)    112 11 15.     (W)     SCALED    
 OY0288* NAVD 88     -      1419.777  (meters)    4658.05   (feet)  ADJUSTED  
 OY0288  ___________________________________________________________________
 OY0288  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 OY0288  DYNAMIC HT  -        1419.014 (meters)    4655.55  (feet)  COMP
 OY0288  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 OY0288
 OY0288  VERT ORDER  -  SECOND    CLASS 0
 OY0288
 OY0288.The horizontal coordinates were scaled from a topographic map and have
 OY0288.an estimated accuracy of +/- 6 seconds.
 OY0288
 OY0288.The orthometric height was determined by differential leveling
 OY0288.and adjusted by the National Geodetic Survey in June 1991..
 OY0288
 OY0288.The geoid height was determined by GEOID03.
 OY0288
 OY0288.The dynamic height is computed by dividing the NAVD 88
 OY0288.geopotential number by the normal gravity value computed on the
 OY0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0288.degrees latitude (g = 980.6199 gals.).
 OY0288
 OY0288.The modeled gravity was interpolated from observed gravity values.
 OY0288
 OY0288;                    North         East    Units  Estimated Accuracy
 OY0288;SPC ID E     -   191,020.      198,310.      MT  (+/- 180 meters Scaled)
 OY0288
 OY0288                          SUPERSEDED SURVEY CONTROL
 OY0288
 OY0288  NGVD 29 (??/??/92) 1418.699  (m)         4654.52   (f) ADJ UNCH    2 0
 OY0288
 OY0288.Superseded values are not recommended for survey control.
 OY0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0288.See file dsdata.txt to determine how the superseded data were derived.
 OY0288
 OY0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP038044(NAD 83)
 OY0288_MARKER: DR = REFERENCE MARK DISK
 OY0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0288_STAMPING: IDA 15-103 NO 1 1959
 OY0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0288+STABILITY: SURFACE MOTION
 OY0288
 OY0288  HISTORY     - Date     Condition        Report By
 OY0288  HISTORY     - 1959     MONUMENTED       CGS
 OY0288
 OY0288                          STATION DESCRIPTION
 OY0288
 OY0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0288'3.55 MI SW FROM WOODVILLE.
 OY0288'1.95 MILES SOUTHWEST AND WEST ON PAVED AND GRAVEL ROAD FROM WOODVILLE,
 OY0288'THENCE 1.6 MILES SOUTH ON GRAVEL ROAD, 53.36 FEET SOUTHWEST OF THE
 OY0288'STATION MARK, 22 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 10 FEET
 OY0288'SOUTH OF THE SOUTH GATE POST, 2.6 FEET WEST OF A FENCE LINE, SET IN A
 OY0288'SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0286 ***********************************************************************
 OY0286  DESIGNATION -  IDA 15 103 RM 2
 OY0286  PID         -  OY0286
 OY0286  STATE/COUNTY-  ID/BINGHAM
 OY0286  USGS QUAD   -  WOODVILLE (1979)
 OY0286
 OY0286                         *CURRENT SURVEY CONTROL
 OY0286  ___________________________________________________________________
 OY0286* NAD 83(1986)-  43 23 11.     (N)    112 11 15.     (W)     SCALED    
 OY0286* NAVD 88     -      1419.971  (meters)    4658.69   (feet)  ADJUSTED  
 OY0286  ___________________________________________________________________
 OY0286  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 OY0286  DYNAMIC HT  -        1419.208 (meters)    4656.18  (feet)  COMP
 OY0286  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 OY0286
 OY0286  VERT ORDER  -  SECOND    CLASS 0
 OY0286
 OY0286.The horizontal coordinates were scaled from a topographic map and have
 OY0286.an estimated accuracy of +/- 6 seconds.
 OY0286
 OY0286.The orthometric height was determined by differential leveling
 OY0286.and adjusted by the National Geodetic Survey in June 1991..
 OY0286
 OY0286.The geoid height was determined by GEOID03.
 OY0286
 OY0286.The dynamic height is computed by dividing the NAVD 88
 OY0286.geopotential number by the normal gravity value computed on the
 OY0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0286.degrees latitude (g = 980.6199 gals.).
 OY0286
 OY0286.The modeled gravity was interpolated from observed gravity values.
 OY0286
 OY0286;                    North         East    Units  Estimated Accuracy
 OY0286;SPC ID E     -   191,020.      198,310.      MT  (+/- 180 meters Scaled)
 OY0286
 OY0286                          SUPERSEDED SURVEY CONTROL
 OY0286
 OY0286  NGVD 29 (??/??/92) 1418.893  (m)         4655.15   (f) ADJ UNCH    2 0
 OY0286
 OY0286.Superseded values are not recommended for survey control.
 OY0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0286.See file dsdata.txt to determine how the superseded data were derived.
 OY0286
 OY0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP038044(NAD 83)
 OY0286_MARKER: DR = REFERENCE MARK DISK
 OY0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0286_STAMPING: IDA 15-103 NO 2 1959
 OY0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0286+STABILITY: SURFACE MOTION
 OY0286
 OY0286  HISTORY     - Date     Condition        Report By
 OY0286  HISTORY     - 1959     MONUMENTED       CGS
 OY0286
 OY0286                          STATION DESCRIPTION
 OY0286
 OY0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0286'3.55 MI SW FROM WOODVILLE.
 OY0286'1.95 MILES SOUTHWEST AND WEST ON PAVED AND GRAVEL ROAD FROM WOODVILLE,
 OY0286'THENCE 1.6 MILES SOUTH ON GRAVEL ROAD, 42.82 FEET NORTHWEST OF THE
 OY0286'STATION MARK, 43 FEET NORTH OF THE NORTH GATE POST, 22 FEET EAST OF
 OY0286'THE CENTER OF THE GRAVEL ROAD, 3 FEET WEST OF A FENCE LINE, SET IN A
 OY0286'SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0282 ***********************************************************************
 OY0282  DESIGNATION -  IDA 15 104
 OY0282  PID         -  OY0282
 OY0282  STATE/COUNTY-  ID/BINGHAM
 OY0282  USGS QUAD   -  WOODVILLE (1979)
 OY0282
 OY0282                         *CURRENT SURVEY CONTROL
 OY0282  ___________________________________________________________________
 OY0282* NAD 83(1992)-  43 24 38.20668(N)    112 09 32.08111(W)     ADJUSTED  
 OY0282* NAVD 88     -      1412.141  (meters)    4633.00   (feet)  ADJUSTED  
 OY0282  ___________________________________________________________________
 OY0282  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 OY0282  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 OY0282  DYNAMIC HT  -        1411.386 (meters)    4630.52  (feet)  COMP
 OY0282  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 OY0282
 OY0282  HORZ ORDER  -  SECOND
 OY0282  VERT ORDER  -  SECOND    CLASS 0
 OY0282
 OY0282.The horizontal coordinates were established by classical geodetic methods
 OY0282.and adjusted by the National Geodetic Survey in July 1992..
 OY0282
 OY0282.The orthometric height was determined by differential leveling
 OY0282.and adjusted by the National Geodetic Survey in June 1991..
 OY0282
 OY0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0282
 OY0282.The geoid height was determined by GEOID03.
 OY0282
 OY0282.The dynamic height is computed by dividing the NAVD 88
 OY0282.geopotential number by the normal gravity value computed on the
 OY0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0282.degrees latitude (g = 980.6199 gals.).
 OY0282
 OY0282.The modeled gravity was interpolated from observed gravity values.
 OY0282
 OY0282;                    North         East     Units Scale Factor Converg.
 OY0282;SPC ID E     -   193,713.948   200,628.110   MT  0.99994737   +0 00 19.2
 OY0282;UTM  12      - 4,807,066.488   406,170.116   MT  0.99970830   -0 47 47.4
 OY0282
 OY0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0282!SPC ID E     -   0.99978048  x   0.99994737  =   0.99972786
 OY0282!UTM  12      -   0.99978048  x   0.99970830  =   0.99948885
 OY0282
 OY0282|---------------------------------------------------------------------|
 OY0282| PID    Reference Object                     Distance      Geod. Az  |
 OY0282|                                                           dddmmss.s |
 OY0282| OY0283 IDA 15 104 RM 1                      20.429 METERS 00238     |
 OY0282| OY0275 IDA 15 105                          APPROX. 4.6 KM 0454834.8 |
 OY0282| OY0281 IDA 15 104 RM 2                      18.242 METERS 09708     |
 OY0282|---------------------------------------------------------------------|
 OY0282
 OY0282                          SUPERSEDED SURVEY CONTROL
 OY0282
 OY0282  NAD 83(1986)-  43 24 38.19801(N)    112 09 32.06820(W) AD(       ) 2
 OY0282  NAD 27      -  43 24 38.50590(N)    112 09 29.16220(W) AD(       ) 2
 OY0282  NGVD 29 (??/??/92) 1411.062  (m)         4629.46   (f) ADJ UNCH    2 0
 OY0282
 OY0282.Superseded values are not recommended for survey control.
 OY0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0282.See file dsdata.txt to determine how the superseded data were derived.
 OY0282
 OY0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0617007066(NAD 83)
 OY0282_MARKER: DE = TRAVERSE STATION DISK
 OY0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0282_STAMPING: IDA 15-104 1959
 OY0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0282+STABILITY: SURFACE MOTION
 OY0282
 OY0282  HISTORY     - Date     Condition        Report By
 OY0282  HISTORY     - 1959     MONUMENTED       CGS
 OY0282  HISTORY     - 1959     GOOD             CGS
 OY0282
 OY0282                          STATION DESCRIPTION
 OY0282
 OY0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0282'THE STATION IS 1 MILE SOUTH OF THE BINGHAM-BONNEVILLE COUNTY
 OY0282'LINE, 3/4 MILE SOUTHWEST OF THE WOODVILLE STORE, 41 FEET NORTH
 OY0282'OF THE CENTER LINE OF A PAVED ROAD, 10.5 FEET NORTH OF A METAL
 OY0282'WITNESS POST WITH SIGN ATTACHED AND 8 FEET NORTH OF THE RIGHT OF
 OY0282'WAY AND PROPERTY LINE FENCE.  THE PROPERTY IS OWNED BY MR.
 OY0282'SHUMAN.
 OY0282'
 OY0282'TO REACH THE STATION FROM THE WOODVILLE STORE GO WEST, SOUTHWEST
 OY0282'AND WEST ALONG A PAVED ROAD ALONG THE NORTH BANK OF THE SNAKE
 OY0282'RIVER FOR 1 MILE TO THE STATION SITE ON THE RIGHT, NORTH, SIDE
 OY0282'OF THE ROAD.
 OY0282'
 OY0282'THE STATION MARK, STAMPED IDA 15-104 1959, IS A STANDARD TRAVERSE
 OY0282'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OY0282'
 OY0282'REFERENCE MARK 1, STAMPED IDA 15-104 NO 1 1959, IS A STANDARD
 OY0282'DISK SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 OY0282'IS 1.6 FEET EAST OF A PASTURE FENCE.
 OY0282'
 OY0282'REFERENCE MARK 2, STAMPED IDA 15-104 NO 2 1959, IS A STANDARD
 OY0282'DISK SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 OY0282'33 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD AND 1-FOOT
 OY0282'NORTH OF THE RIGHT OF WAY AND PROPERTY LINE FENCE.
 OY0282'
 OY0282'A 2-WHEEL DRIVE STATION.
 OY0282
 OY0282                          STATION RECOVERY (1959)
 OY0282
 OY0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OY0282'0.9 MI SW FROM WOODVILLE.
 OY0282'0.9 MILE SOUTHWEST ON PAVED ROAD FROM WOODVILLE TO THE PROPERTY OF MR.
 OY0282'SHUMAN, 67.02 FEET SOUTH OF R.M. 1, 59.85 FEET WEST OF R.M. 2, 41 FEET
 OY0282'NORTH OF THE CENTER OF THE PAVED ROAD, 10.5 FEET NORTH OF A METAL
 OY0282'WITNESS POST WITH SIGN, 8 FEET NORTH OF A FENCE LINE, SET IN A SQUARE
 OY0282'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0283 ***********************************************************************
 OY0283  DESIGNATION -  IDA 15 104 RM 1
 OY0283  PID         -  OY0283
 OY0283  STATE/COUNTY-  ID/BINGHAM
 OY0283  USGS QUAD   -  WOODVILLE (1979)
 OY0283
 OY0283                         *CURRENT SURVEY CONTROL
 OY0283  ___________________________________________________________________
 OY0283* NAD 83(1986)-  43 24 38.     (N)    112 09 30.     (W)     SCALED    
 OY0283* NAVD 88     -      1412.080  (meters)    4632.80   (feet)  ADJUSTED  
 OY0283  ___________________________________________________________________
 OY0283  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 OY0283  DYNAMIC HT  -        1411.326 (meters)    4630.33  (feet)  COMP
 OY0283  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 OY0283
 OY0283  VERT ORDER  -  SECOND    CLASS 0
 OY0283
 OY0283.The horizontal coordinates were scaled from a topographic map and have
 OY0283.an estimated accuracy of +/- 6 seconds.
 OY0283
 OY0283.The orthometric height was determined by differential leveling
 OY0283.and adjusted by the National Geodetic Survey in June 1991..
 OY0283
 OY0283.The geoid height was determined by GEOID03.
 OY0283
 OY0283.The dynamic height is computed by dividing the NAVD 88
 OY0283.geopotential number by the normal gravity value computed on the
 OY0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0283.degrees latitude (g = 980.6199 gals.).
 OY0283
 OY0283.The modeled gravity was interpolated from observed gravity values.
 OY0283
 OY0283;                    North         East    Units  Estimated Accuracy
 OY0283;SPC ID E     -   193,710.      200,680.      MT  (+/- 180 meters Scaled)
 OY0283
 OY0283                          SUPERSEDED SURVEY CONTROL
 OY0283
 OY0283  NGVD 29 (??/??/92) 1411.001  (m)         4629.26   (f) ADJ UNCH    2 0
 OY0283
 OY0283.Superseded values are not recommended for survey control.
 OY0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0283.See file dsdata.txt to determine how the superseded data were derived.
 OY0283
 OY0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP062070(NAD 83)
 OY0283_MARKER: DR = REFERENCE MARK DISK
 OY0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0283_STAMPING: IDA 15-104 NO 1 1959
 OY0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0283+STABILITY: SURFACE MOTION
 OY0283
 OY0283  HISTORY     - Date     Condition        Report By
 OY0283  HISTORY     - 1959     MONUMENTED       CGS
 OY0283
 OY0283                          STATION DESCRIPTION
 OY0283
 OY0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0283'0.9 MI SW FROM WOODVILLE.
 OY0283'0.9 MILE SOUTHWEST ON PAVED ROAD FROM WOODVILLE TO THE PROPERTY OF MR.
 OY0283'SHUMAN, 67.02 FEET NORTH OF THE STATION MARK, 1.6 FEET EAST OF A FENCE
 OY0283'LINE, SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0281 ***********************************************************************
 OY0281  DESIGNATION -  IDA 15 104 RM 2
 OY0281  PID         -  OY0281
 OY0281  STATE/COUNTY-  ID/BINGHAM
 OY0281  USGS QUAD   -  WOODVILLE (1979)
 OY0281
 OY0281                         *CURRENT SURVEY CONTROL
 OY0281  ___________________________________________________________________
 OY0281* NAD 83(1986)-  43 24 38.     (N)    112 09 30.     (W)     SCALED    
 OY0281* NAVD 88     -      1412.158  (meters)    4633.06   (feet)  ADJUSTED  
 OY0281  ___________________________________________________________________
 OY0281  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 OY0281  DYNAMIC HT  -        1411.404 (meters)    4630.58  (feet)  COMP
 OY0281  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 OY0281
 OY0281  VERT ORDER  -  SECOND    CLASS 0
 OY0281
 OY0281.The horizontal coordinates were scaled from a topographic map and have
 OY0281.an estimated accuracy of +/- 6 seconds.
 OY0281
 OY0281.The orthometric height was determined by differential leveling
 OY0281.and adjusted by the National Geodetic Survey in June 1991..
 OY0281
 OY0281.The geoid height was determined by GEOID03.
 OY0281
 OY0281.The dynamic height is computed by dividing the NAVD 88
 OY0281.geopotential number by the normal gravity value computed on the
 OY0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0281.degrees latitude (g = 980.6199 gals.).
 OY0281
 OY0281.The modeled gravity was interpolated from observed gravity values.
 OY0281
 OY0281;                    North         East    Units  Estimated Accuracy
 OY0281;SPC ID E     -   193,710.      200,680.      MT  (+/- 180 meters Scaled)
 OY0281
 OY0281                          SUPERSEDED SURVEY CONTROL
 OY0281
 OY0281  NGVD 29 (??/??/92) 1411.079  (m)         4629.52   (f) ADJ UNCH    2 0
 OY0281
 OY0281.Superseded values are not recommended for survey control.
 OY0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0281.See file dsdata.txt to determine how the superseded data were derived.
 OY0281
 OY0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP062070(NAD 83)
 OY0281_MARKER: DR = REFERENCE MARK DISK
 OY0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0281_STAMPING: IDA 15-104 NO 2 1959
 OY0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0281+STABILITY: SURFACE MOTION
 OY0281
 OY0281  HISTORY     - Date     Condition        Report By
 OY0281  HISTORY     - 1959     MONUMENTED       CGS
 OY0281
 OY0281                          STATION DESCRIPTION
 OY0281
 OY0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0281'0.9 MI SW FROM WOODVILLE.
 OY0281'0.9 MILE SOUTHWEST ON PAVED ROAD FROM WOODVILLE, 59.85 FEET EAST OF
 OY0281'THE STATION MARK, 33 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 1
 OY0281'FOOT NORTH OF A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 6
 OY0281'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0275 ***********************************************************************
 OY0275  DESIGNATION -  IDA 15 105
 OY0275  PID         -  OY0275
 OY0275  STATE/COUNTY-  ID/BONNEVILLE
 OY0275  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0275
 OY0275                         *CURRENT SURVEY CONTROL
 OY0275  ___________________________________________________________________
 OY0275* NAD 83(1992)-  43 26 22.70314(N)    112 07 04.52745(W)     ADJUSTED  
 OY0275* NAVD 88     -      1420.773  (meters)    4661.32   (feet)  ADJUSTED  
 OY0275  ___________________________________________________________________
 OY0275  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 OY0275  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 OY0275  DYNAMIC HT  -        1420.021 (meters)    4658.85  (feet)  COMP
 OY0275  MODELED GRAV-     980,041.1   (mgal)                       NAVD 88
 OY0275
 OY0275  HORZ ORDER  -  SECOND
 OY0275  VERT ORDER  -  SECOND    CLASS 0
 OY0275
 OY0275.The horizontal coordinates were established by classical geodetic methods
 OY0275.and adjusted by the National Geodetic Survey in July 1992..
 OY0275
 OY0275.The orthometric height was determined by differential leveling
 OY0275.and adjusted by the National Geodetic Survey in June 1991..
 OY0275
 OY0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0275
 OY0275.The geoid height was determined by GEOID03.
 OY0275
 OY0275.The dynamic height is computed by dividing the NAVD 88
 OY0275.geopotential number by the normal gravity value computed on the
 OY0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0275.degrees latitude (g = 980.6199 gals.).
 OY0275
 OY0275.The modeled gravity was interpolated from observed gravity values.
 OY0275
 OY0275;                    North         East     Units Scale Factor Converg.
 OY0275;SPC ID E     -   196,939.810   203,945.839   MT  0.99994756   +0 02 00.7
 OY0275;UTM  12      - 4,810,244.821   409,531.857   MT  0.99970067   -0 46 07.4
 OY0275
 OY0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0275!SPC ID E     -   0.99977911  x   0.99994756  =   0.99972668
 OY0275!UTM  12      -   0.99977911  x   0.99970067  =   0.99947985
 OY0275
 OY0275:                Primary Azimuth Mark                     Grid Az
 OY0275:SPC ID E     -  M 91                                     090 30 48.0
 OY0275:UTM  12      -  M 91                                     091 18 56.1
 OY0275
 OY0275|---------------------------------------------------------------------|
 OY0275| PID    Reference Object                     Distance      Geod. Az  |
 OY0275|                                                           dddmmss.s |
 OY0275| OY0273 M 91                                APPROX. 1.2 KM 0903248.7 |
 OY0275| OY0274 IDA 15 105 RM 1                      16.290 METERS 09326     |
 OY0275| OY0276 IDA 15 105 RM 2                      15.309 METERS 26822     |
 OY0275|---------------------------------------------------------------------|
 OY0275
 OY0275                          SUPERSEDED SURVEY CONTROL
 OY0275
 OY0275  NAD 83(1986)-  43 26 22.69392(N)    112 07 04.51426(W) AD(       ) 2
 OY0275  NAD 27      -  43 26 23.00330(N)    112 07 01.61140(W) AD(       ) 2
 OY0275  NGVD 29 (??/??/92) 1419.699  (m)         4657.80   (f) ADJ UNCH    2 0
 OY0275
 OY0275.Superseded values are not recommended for survey control.
 OY0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0275.See file dsdata.txt to determine how the superseded data were derived.
 OY0275
 OY0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0953210245(NAD 83)
 OY0275_MARKER: DE = TRAVERSE STATION DISK
 OY0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0275_STAMPING: IDA 15-105 1959
 OY0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0275+STABILITY: SURFACE MOTION
 OY0275
 OY0275  HISTORY     - Date     Condition        Report By
 OY0275  HISTORY     - 1959     MONUMENTED       CGS
 OY0275  HISTORY     - 1959     GOOD             CGS
 OY0275  HISTORY     - 1978     GOOD             LOCSUR
 OY0275  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 OY0275
 OY0275                          STATION DESCRIPTION
 OY0275
 OY0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0275'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF IDAHO FALLS, 4
 OY0275'MILES NORTH OF SHELLEY, 3 MILES SOUTH-SOUTHWEST OF THE NEW SWEDEN
 OY0275'SCHOOL, 2 MILES NORTHEAST OF WOODVILLE, 1 MILE NORTH OF THE
 OY0275'BONNEVILLE-BINGHAM COUNTY LINE, ON THE NORTH SIDE OF A EAST-WEST
 OY0275'GRAVEL ROAD, 27-1/2 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 OY0275'ROAD, 11-1/2 FEET SOUTH OF THE SOUTH END OF A SMALL IRRIGATION
 OY0275'DITCH, 8 FEET NORTHEAST OF A FENCE CORNER AND 5.3 FEET NORTH OF
 OY0275'A METAL WITNESS POST WITH SIGN.
 OY0275'
 OY0275'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 91 AND 20, (2.2 MILES
 OY0275'WEST OF IDAHO FALLS), GO WEST ON U.S. HIGHWAY 20 FOR 2.0 MILES
 OY0275'TO A PAVED ROAD LEADING SOUTH.  TURN LEFT, SOUTH, ON PAVED
 OY0275'ROAD AND GO 4.0 MILES TO A GRAVEL CROSS ROAD, THENCE LEFT, EAST,
 OY0275'ON GRAVEL ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 OY0275'
 OY0275'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-105 1959, IS
 OY0275'A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST PROJECTING
 OY0275'3 INCHES ABOVE THE GROUND.
 OY0275'
 OY0275'REFERENCE MARK NO. 1, STAMPED IDA 15-105 NO 1 1959, IS A STANDARD
 OY0275'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES, 23-1/2
 OY0275'FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 1 FOOT NORTH OF
 OY0275'A EAST-WEST FENCE LINE AND ABOUT THE SAME ELEVATION AS THE
 OY0275'STATION.
 OY0275'
 OY0275'REFERENCE MARK NO. 2, STAMPED IDA 15-105 NO 2 1959, IS A
 OY0275'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES,
 OY0275'20-1/2 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 1 FOOT
 OY0275'NORTH OF A EAST-WEST FENCE LINE AND ABOUT 10 INCHES LOWER THAN
 OY0275'THE STATION.
 OY0275'
 OY0275'BENCH MARK M 91 IS SEPERATELY DESCRIBED AS A TRIANGULATION
 OY0275'INTERSECTION 2-WHEEL DRIVE STATION.
 OY0275
 OY0275                          STATION RECOVERY (1959)
 OY0275
 OY0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OY0275'7.95 MI SW FROM IDAHO FALLS.
 OY0275'2.2 MILES WEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S. HIGHWAYS
 OY0275'191 AND 91 AT IDAHO FALLS TO THE JUNCTION OF U.S. HIGHWAYS 91 AND 20.
 OY0275'CONTINUE WEST ON U.S. HIGHWAY 20 1.0 MILE, THENCE 4.0 MILES SOUTH ON
 OY0275'PAVED ROAD, THENCE 0.75 MILE WEST ON GRAVEL ROAD, 53.44 FEET WEST OF
 OY0275'R.M. 1, 50.22 FEET EAST OF R.M. 2, 27 1/2 FEET NORTH OF THE CENTER OF
 OY0275'THE GRAVEL ROAD, 11 1/2 FEET SOUTH OF THE SOUTH END OF A SMALL
 OY0275'IRRIGATION DITCH, 8 FEET NORTHEAST OF A FENCE CORNER, 5.3 FEET NORTH
 OY0275'OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST
 OY0275'PROJECTING 3 INCHES.
 OY0275
 OY0275                          STATION RECOVERY (1978)
 OY0275
 OY0275'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0275'RECOVERED IN GOOD CONDITION.
 OY0275
 OY0275                          STATION RECOVERY (1997)
 OY0275
 OY0275'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 OY0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0274 ***********************************************************************
 OY0274  DESIGNATION -  IDA 15 105 RM 1
 OY0274  PID         -  OY0274
 OY0274  STATE/COUNTY-  ID/BONNEVILLE
 OY0274  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0274
 OY0274                         *CURRENT SURVEY CONTROL
 OY0274  ___________________________________________________________________
 OY0274* NAD 83(1986)-  43 26 22.     (N)    112 07 03.     (W)     SCALED    
 OY0274* NAVD 88     -      1420.842  (meters)    4661.55   (feet)  ADJUSTED  
 OY0274  ___________________________________________________________________
 OY0274  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 OY0274  DYNAMIC HT  -        1420.091 (meters)    4659.08  (feet)  COMP
 OY0274  MODELED GRAV-     980,041.2   (mgal)                       NAVD 88
 OY0274
 OY0274  VERT ORDER  -  SECOND    CLASS 0
 OY0274
 OY0274.The horizontal coordinates were scaled from a topographic map and have
 OY0274.an estimated accuracy of +/- 6 seconds.
 OY0274
 OY0274.The orthometric height was determined by differential leveling
 OY0274.and adjusted by the National Geodetic Survey in June 1991..
 OY0274
 OY0274.The geoid height was determined by GEOID03.
 OY0274
 OY0274.The dynamic height is computed by dividing the NAVD 88
 OY0274.geopotential number by the normal gravity value computed on the
 OY0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0274.degrees latitude (g = 980.6199 gals.).
 OY0274
 OY0274.The modeled gravity was interpolated from observed gravity values.
 OY0274
 OY0274;                    North         East    Units  Estimated Accuracy
 OY0274;SPC ID E     -   196,920.      203,980.      MT  (+/- 180 meters Scaled)
 OY0274
 OY0274                          SUPERSEDED SURVEY CONTROL
 OY0274
 OY0274  NGVD 29 (??/??/92) 1419.768  (m)         4658.02   (f) ADJ UNCH    2 0
 OY0274
 OY0274.Superseded values are not recommended for survey control.
 OY0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0274.See file dsdata.txt to determine how the superseded data were derived.
 OY0274
 OY0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP095102(NAD 83)
 OY0274_MARKER: DR = REFERENCE MARK DISK
 OY0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0274_STAMPING: IDA 15-105 NO 1 1959
 OY0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0274+STABILITY: SURFACE MOTION
 OY0274
 OY0274  HISTORY     - Date     Condition        Report By
 OY0274  HISTORY     - 1959     MONUMENTED       CGS
 OY0274  HISTORY     - 1978     GOOD             LOCSUR
 OY0274  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 OY0274
 OY0274                          STATION DESCRIPTION
 OY0274
 OY0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0274'7.95 MI SW FROM IDAHO FALLS.
 OY0274'2.2 MILES WEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S. HIGHWAYS
 OY0274'191 AND 91 AT IDAHO FALLS TO THE JUNCTION OF U.S. HIGHWAYS 91 AND 20.
 OY0274'CONTINUE WEST ON U.S. HIGHWAY 20 1.0 MILE, THENCE 4.0 MILES SOUTH ON
 OY0274'PAVED ROAD, THENCE 0.75 MILE WEST ON GRAVEL ROAD, 53.44 FEET EAST OF
 OY0274'THE STATION MARK, 23 1/2 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD,
 OY0274'SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OY0274
 OY0274                          STATION RECOVERY (1978)
 OY0274
 OY0274'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0274'RECOVERED IN GOOD CONDITION.
 OY0274
 OY0274                          STATION RECOVERY (1997)
 OY0274
 OY0274'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 OY0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0276 ***********************************************************************
 OY0276  DESIGNATION -  IDA 15 105 RM 2
 OY0276  PID         -  OY0276
 OY0276  STATE/COUNTY-  ID/BONNEVILLE
 OY0276  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0276
 OY0276                         *CURRENT SURVEY CONTROL
 OY0276  ___________________________________________________________________
 OY0276* NAD 83(1986)-  43 26 22.     (N)    112 07 06.     (W)     SCALED    
 OY0276* NAVD 88     -      1420.412  (meters)    4660.14   (feet)  ADJUSTED  
 OY0276  ___________________________________________________________________
 OY0276  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 OY0276  DYNAMIC HT  -        1419.661 (meters)    4657.67  (feet)  COMP
 OY0276  MODELED GRAV-     980,041.1   (mgal)                       NAVD 88
 OY0276
 OY0276  VERT ORDER  -  SECOND    CLASS 0
 OY0276
 OY0276.The horizontal coordinates were scaled from a topographic map and have
 OY0276.an estimated accuracy of +/- 6 seconds.
 OY0276
 OY0276.The orthometric height was determined by differential leveling
 OY0276.and adjusted by the National Geodetic Survey in June 1991..
 OY0276
 OY0276.The geoid height was determined by GEOID03.
 OY0276
 OY0276.The dynamic height is computed by dividing the NAVD 88
 OY0276.geopotential number by the normal gravity value computed on the
 OY0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0276.degrees latitude (g = 980.6199 gals.).
 OY0276
 OY0276.The modeled gravity was interpolated from observed gravity values.
 OY0276
 OY0276;                    North         East    Units  Estimated Accuracy
 OY0276;SPC ID E     -   196,920.      203,910.      MT  (+/- 180 meters Scaled)
 OY0276
 OY0276                          SUPERSEDED SURVEY CONTROL
 OY0276
 OY0276  NGVD 29 (??/??/92) 1419.338  (m)         4656.61   (f) ADJ UNCH    2 0
 OY0276
 OY0276.Superseded values are not recommended for survey control.
 OY0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0276.See file dsdata.txt to determine how the superseded data were derived.
 OY0276
 OY0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP094102(NAD 83)
 OY0276_MARKER: DR = REFERENCE MARK DISK
 OY0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0276_STAMPING: IDA 15-105 NO 2 1959
 OY0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0276+STABILITY: SURFACE MOTION
 OY0276
 OY0276  HISTORY     - Date     Condition        Report By
 OY0276  HISTORY     - 1959     MONUMENTED       CGS
 OY0276  HISTORY     - 1978     GOOD             LOCSUR
 OY0276  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 OY0276
 OY0276                          STATION DESCRIPTION
 OY0276
 OY0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0276'7.95 MI SW FROM IDAHO FALLS.
 OY0276'2.2 MILES WEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S. HIGHWAYS
 OY0276'191 AND 91 AT IDAHO FALLS TO THE JUNCTION OF U.S. HIGHWAYS 91 AND 20.
 OY0276'CONTINUE WEST ON U.S. HIGHWAY 20 1.0 MILE, THENCE 4.0 MILES SOUTH ON
 OY0276'PAVED ROAD, THENCE 0.75 MILE WEST ON GRAVEL ROAD, 50.22 FEET WEST OF
 OY0276'THE STATION MARK, 20 1/2 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD,
 OY0276'SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OY0276
 OY0276                          STATION RECOVERY (1978)
 OY0276
 OY0276'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0276'RECOVERED IN GOOD CONDITION.
 OY0276
 OY0276                          STATION RECOVERY (1997)
 OY0276
 OY0276'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 OY0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0271 ***********************************************************************
 OY0271  DESIGNATION -  IDA 15 106
 OY0271  PID         -  OY0271
 OY0271  STATE/COUNTY-  ID/BONNEVILLE
 OY0271  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0271
 OY0271                         *CURRENT SURVEY CONTROL
 OY0271  ___________________________________________________________________
 OY0271* NAD 83(1992)-  43 27 13.58117(N)    112 05 52.20343(W)     ADJUSTED  
 OY0271* NAVD 88     -      1423.996  (meters)    4671.89   (feet)  ADJUSTED  
 OY0271  ___________________________________________________________________
 OY0271  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 OY0271  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 OY0271  DYNAMIC HT  -        1423.246 (meters)    4669.43  (feet)  COMP
 OY0271  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 OY0271
 OY0271  HORZ ORDER  -  SECOND
 OY0271  VERT ORDER  -  SECOND    CLASS 0
 OY0271
 OY0271.The horizontal coordinates were established by classical geodetic methods
 OY0271.and adjusted by the National Geodetic Survey in July 1992..
 OY0271
 OY0271.The orthometric height was determined by differential leveling
 OY0271.and adjusted by the National Geodetic Survey in June 1991..
 OY0271
 OY0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0271
 OY0271.The geoid height was determined by GEOID03.
 OY0271
 OY0271.The dynamic height is computed by dividing the NAVD 88
 OY0271.geopotential number by the normal gravity value computed on the
 OY0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0271.degrees latitude (g = 980.6199 gals.).
 OY0271
 OY0271.The modeled gravity was interpolated from observed gravity values.
 OY0271
 OY0271;                    North         East     Units Scale Factor Converg.
 OY0271;SPC ID E     -   198,511.048   205,570.887   MT  0.99994775   +0 02 50.4
 OY0271;UTM  12      - 4,811,792.764   411,178.338   MT  0.99969704   -0 45 18.4
 OY0271
 OY0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0271!SPC ID E     -   0.99977860  x   0.99994775  =   0.99972636
 OY0271!UTM  12      -   0.99977860  x   0.99969704  =   0.99947571
 OY0271
 OY0271:                Primary Azimuth Mark                     Grid Az
 OY0271:SPC ID E     -  L 91                                     047 32 23.0
 OY0271:UTM  12      -  L 91                                     048 20 31.8
 OY0271
 OY0271|---------------------------------------------------------------------|
 OY0271| PID    Reference Object                     Distance      Geod. Az  |
 OY0271|                                                           dddmmss.s |
 OY0271| OY0269 L 91                                APPROX. 1.0 KM 0473513.4 |
 OY0271| OY0270 IDA 15 106 RM 1                      28.159 METERS 08819     |
 OY0271| OY0273 M 91                                APPROX. 1.6 KM 1943928.9 |
 OY0271| OY0272 IDA 15 106 RM 2                      25.831 METERS 22028     |
 OY0271|---------------------------------------------------------------------|
 OY0271
 OY0271                          SUPERSEDED SURVEY CONTROL
 OY0271
 OY0271  NAD 83(1986)-  43 27 13.57149(N)    112 05 52.19041(W) AD(       ) 2
 OY0271  NAD 27      -  43 27 13.88180(N)    112 05 49.28870(W) AD(       ) 2
 OY0271  NGVD 29 (??/??/92) 1422.922  (m)         4668.37   (f) ADJ UNCH    2 0
 OY0271
 OY0271.Superseded values are not recommended for survey control.
 OY0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0271.See file dsdata.txt to determine how the superseded data were derived.
 OY0271
 OY0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1117811793(NAD 83)
 OY0271_MARKER: DE = TRAVERSE STATION DISK
 OY0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0271_STAMPING: IDA 15-106 1959
 OY0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0271+STABILITY: SURFACE MOTION
 OY0271
 OY0271  HISTORY     - Date     Condition        Report By
 OY0271  HISTORY     - 1959     MONUMENTED       CGS
 OY0271  HISTORY     - 1959     GOOD             CGS
 OY0271  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OY0271  HISTORY     - 1963     GOOD             NGS
 OY0271  HISTORY     - 1978     GOOD             LOCSUR
 OY0271  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 OY0271
 OY0271                          STATION DESCRIPTION
 OY0271
 OY0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0271'THE STATION IS IN THE NORTH RIGHT-OF-WAY OF AN EAST-WEST GRAVELED
 OY0271'ROAD, ABOUT 5.0 MILES SOUTHWEST OF IDAHO FALLS, 3.0 MILES SOUTH
 OY0271'AND 3/4 MILE WEST OF THE JUNCTION OF U.S. HIGHWAYS 91 AND 20
 OY0271'AND 0.3 MILE WEST OF THE SNAKE RIVER.
 OY0271'
 OY0271'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 91 AND
 OY0271'20, WHICH IS 2.0 MILES WEST OF IDAHO FALLS, DRIVE WEST ON U.S.
 OY0271'HIGHWAY 20 FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 OY0271'AND DRIVE SOUTH ON THE MACADAM ROAD FOR 3.0 MILES TO A SIDE
 OY0271'ROAD ON THE LEFT.* TURN LEFT AND DRIVE EAST FOR 0.3 MILE TO THE
 OY0271'STATION ON THE LEFT.
 OY0271'
 OY0271'THE STATION MARK, WITH UNDERGROUND MARK, ARE STANDARD TRAVERSE
 OY0271'STATION DISKS, STAMPED IDA 15-106 1959.  THE SURFACE DISK IS SET
 OY0271'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AT THE TOP
 OY0271'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 OY0271'
 OY0271'IT IS 76.5 FEET EAST OF A NORTH-SOUTH IRRIGATION DITCH, 34.5
 OY0271'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 3.0 FEET SOUTH OF
 OY0271'THE NORTH RIGHT-OF-WAY FENCE AND 2.5 FEET NORTHEAST OF A METAL
 OY0271'WITNESS POST WITH SIGN.
 OY0271'
 OY0271'REFERENCE MARK 1, STAMPED IDA 15-106 NO 1 1959, IS A STANDARD
 OY0271'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 OY0271'AT THE TOP AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 OY0271'IT IS 36.5 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND
 OY0271'12 INCHES SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 OY0271'
 OY0271'REFERENCE MARK 2, STAMPED IDA 15-106 NO 2 1959, IS A STANDARD
 OY0271'DISK CEMENTED IN THE TOP OF A CONCRETE HEADWALL IN THE NORTH-SOUTH
 OY0271'IRRIGATION DITCH.  THE MARK IS IN THE WEST SIDE OF THE HEADWALL
 OY0271'AND 30 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 OY0271'
 OY0271'BENCH MARK M 91 WAS USED FOR THE AZIMUTH MARK.  IT IS A STANDARD
 OY0271'DISK, STAMPED M 91 1959, CEMENTED IN A DRILL HOLE IN THE NORTH
 OY0271'SIDE OF A HEADWALL OF AN IRRIGATION DITCH.  *TO REACH THE MARK,
 OY0271'CONTINUE SOUTH ON THE MACADAM ROAD FOR 1.0 MILE TO A SIDE ROAD ON
 OY0271'THE RIGHT AND THE BENCH MARK ON THE LEFT.  THE MARK IS WITNESSED
 OY0271'BY A METAL POST WITH SIGN.
 OY0271'
 OY0271'BENCH MARK L 91 IS SEPERATELY DESCRIBED AS A TRIANGULATION
 OY0271'INTERSECTION STATION.
 OY0271
 OY0271                          STATION RECOVERY (1959)
 OY0271
 OY0271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OY0271'5.65 MI SW FROM IDAHO FALLS.
 OY0271'2.2 MILES WEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S. HIGHWAYS
 OY0271'191 AND 91 AT IDAHO FALLS TO THE JUNCTION OF U.S. HIGHWAYS 91 AND 20,
 OY0271'THENCE 3.45 MILES SOUTH ON PAVED AND GRAVEL ROAD, 92.39 FEET WEST OF
 OY0271'R.M. 1, 84.74 FEET NORTHEAST OF R.M. 2, 76 1/2 FEET EAST OF AN
 OY0271'IRRIGATION DITCH, 34 1/2 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD,
 OY0271'3 FEET SOUTH OF A FENCE LINE, 2.5 FEET NORTHEAST OF A METAL WITNESS
 OY0271'POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OY0271
 OY0271                          STATION RECOVERY (1963)
 OY0271
 OY0271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 OY0271'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OY0271
 OY0271                          STATION RECOVERY (1963)
 OY0271
 OY0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OY0271'RECOVERED IN GOOD CONDITION.
 OY0271
 OY0271                          STATION RECOVERY (1978)
 OY0271
 OY0271'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0271'RECOVERED IN GOOD CONDITION.
 OY0271
 OY0271                          STATION RECOVERY (1997)
 OY0271
 OY0271'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 OY0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0270 ***********************************************************************
 OY0270  DESIGNATION -  IDA 15 106 RM 1
 OY0270  PID         -  OY0270
 OY0270  STATE/COUNTY-  ID/BONNEVILLE
 OY0270  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0270
 OY0270                         *CURRENT SURVEY CONTROL
 OY0270  ___________________________________________________________________
 OY0270* NAD 83(1986)-  43 27 13.     (N)    112 05 51.     (W)     SCALED    
 OY0270* NAVD 88     -      1424.056  (meters)    4672.09   (feet)  ADJUSTED  
 OY0270  ___________________________________________________________________
 OY0270  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 OY0270  DYNAMIC HT  -        1423.306 (meters)    4669.63  (feet)  COMP
 OY0270  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 OY0270
 OY0270  VERT ORDER  -  SECOND    CLASS 0
 OY0270
 OY0270.The horizontal coordinates were scaled from a topographic map and have
 OY0270.an estimated accuracy of +/- 6 seconds.
 OY0270
 OY0270.The orthometric height was determined by differential leveling
 OY0270.and adjusted by the National Geodetic Survey in June 1991..
 OY0270
 OY0270.The geoid height was determined by GEOID03.
 OY0270
 OY0270.The dynamic height is computed by dividing the NAVD 88
 OY0270.geopotential number by the normal gravity value computed on the
 OY0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0270.degrees latitude (g = 980.6199 gals.).
 OY0270
 OY0270.The modeled gravity was interpolated from observed gravity values.
 OY0270
 OY0270;                    North         East    Units  Estimated Accuracy
 OY0270;SPC ID E     -   198,490.      205,600.      MT  (+/- 180 meters Scaled)
 OY0270
 OY0270                          SUPERSEDED SURVEY CONTROL
 OY0270
 OY0270  NGVD 29 (??/??/92) 1422.982  (m)         4668.57   (f) ADJ UNCH    2 0
 OY0270
 OY0270.Superseded values are not recommended for survey control.
 OY0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0270.See file dsdata.txt to determine how the superseded data were derived.
 OY0270
 OY0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP112117(NAD 83)
 OY0270_MARKER: DR = REFERENCE MARK DISK
 OY0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0270_STAMPING: IDA 15-106 NO 1 1959
 OY0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0270+STABILITY: SURFACE MOTION
 OY0270
 OY0270  HISTORY     - Date     Condition        Report By
 OY0270  HISTORY     - 1959     MONUMENTED       CGS
 OY0270  HISTORY     - 1978     GOOD             LOCSUR
 OY0270  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 OY0270
 OY0270                          STATION DESCRIPTION
 OY0270
 OY0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0270'5.65 MI SW FROM IDAHO FALLS.
 OY0270'2.2 MILES WEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S. HIGHWAYS
 OY0270'191  AND 91 AT IDAHO FALLS TO THE JUNCTION OF U.S. HIGHWAYS 91 AND 20,
 OY0270'THENCE 3.45 MILES SOUTH ON PAVED AND GRAVEL ROAD, 92.39 FEET EAST OF
 OY0270'THE STATION MARK, 36.5 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD,
 OY0270'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OY0270
 OY0270                          STATION RECOVERY (1978)
 OY0270
 OY0270'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0270'RECOVERED IN GOOD CONDITION.
 OY0270
 OY0270                          STATION RECOVERY (1997)
 OY0270
 OY0270'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 OY0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0272 ***********************************************************************
 OY0272  DESIGNATION -  IDA 15 106 RM 2
 OY0272  PID         -  OY0272
 OY0272  STATE/COUNTY-  ID/BONNEVILLE
 OY0272  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0272
 OY0272                         *CURRENT SURVEY CONTROL
 OY0272  ___________________________________________________________________
 OY0272* NAD 83(1986)-  43 27 12.     (N)    112 05 53.     (W)     SCALED    
 OY0272* NAVD 88     -      1424.434  (meters)    4673.33   (feet)  ADJUSTED  
 OY0272  ___________________________________________________________________
 OY0272  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 OY0272  DYNAMIC HT  -        1423.684 (meters)    4670.87  (feet)  COMP
 OY0272  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 OY0272
 OY0272  VERT ORDER  -  SECOND    CLASS 0
 OY0272
 OY0272.The horizontal coordinates were scaled from a topographic map and have
 OY0272.an estimated accuracy of +/- 6 seconds.
 OY0272
 OY0272.The orthometric height was determined by differential leveling
 OY0272.and adjusted by the National Geodetic Survey in June 1991..
 OY0272
 OY0272.The geoid height was determined by GEOID03.
 OY0272
 OY0272.The dynamic height is computed by dividing the NAVD 88
 OY0272.geopotential number by the normal gravity value computed on the
 OY0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0272.degrees latitude (g = 980.6199 gals.).
 OY0272
 OY0272.The modeled gravity was interpolated from observed gravity values.
 OY0272
 OY0272;                    North         East    Units  Estimated Accuracy
 OY0272;SPC ID E     -   198,460.      205,550.      MT  (+/- 180 meters Scaled)
 OY0272
 OY0272                          SUPERSEDED SURVEY CONTROL
 OY0272
 OY0272  NGVD 29 (??/??/92) 1423.360  (m)         4669.81   (f) ADJ UNCH    2 0
 OY0272
 OY0272.Superseded values are not recommended for survey control.
 OY0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0272.See file dsdata.txt to determine how the superseded data were derived.
 OY0272
 OY0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP111117(NAD 83)
 OY0272_MARKER: DR = REFERENCE MARK DISK
 OY0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0272_SP_SET: DITCH
 OY0272_STAMPING: IDA 15-106 NO 2 1959
 OY0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0272
 OY0272  HISTORY     - Date     Condition        Report By
 OY0272  HISTORY     - 1959     MONUMENTED       CGS
 OY0272  HISTORY     - 1978     GOOD             LOCSUR
 OY0272  HISTORY     - 19970601 MARK NOT FOUND   IDTD
 OY0272
 OY0272                          STATION DESCRIPTION
 OY0272
 OY0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0272'5.65 MI SW FROM IDAHO FALLS.
 OY0272'2.2 MILES WEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S. HIGHWAYS
 OY0272'191 AND 91 AT IDAHO FALLS TO THE JUNCTION OF U.S. HIGHWAYS 91 AND 20,
 OY0272'THENCE 3.45 MILES SOUTH ON PAVED AND GRAVEL ROAD, 84.74 FEET SOUTHWEST
 OY0272'OF THE STATION MARK, 30 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 OY0272'SET IN THE TOP OF THE HEADWALL OF A NORTH-SOUTH IRRIGATION DITCH.
 OY0272
 OY0272                          STATION RECOVERY (1978)
 OY0272
 OY0272'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0272'RECOVERED IN GOOD CONDITION.
 OY0272
 OY0272                          STATION RECOVERY (1997)
 OY0272
 OY0272'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 OY0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0263 ***********************************************************************
 OY0263  CBN         -  This is a Cooperative Base Network Control Station.
 OY0263  DESIGNATION -  IDA 15 107
 OY0263  PID         -  OY0263
 OY0263  STATE/COUNTY-  ID/BONNEVILLE
 OY0263  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0263
 OY0263                         *CURRENT SURVEY CONTROL
 OY0263  ___________________________________________________________________
 OY0263* NAD 83(1999)-  43 28 51.43603(N)    112 04 04.76115(W)     ADJUSTED  
 OY0263* NAVD 88     -      1434.339  (meters)    4705.83   (feet)  ADJUSTED  
 OY0263  ___________________________________________________________________
 OY0263  X           -  -1,741,918.706 (meters)                     COMP
 OY0263  Y           -  -4,296,713.500 (meters)                     COMP
 OY0263  Z           -   4,367,405.538 (meters)                     COMP
 OY0263  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 OY0263  ELLIP HEIGHT-        1422.60  (meters)          (09/01/00) GPS OBS
 OY0263  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 OY0263  DYNAMIC HT  -        1433.587 (meters)    4703.36  (feet)  COMP
 OY0263  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 OY0263
 OY0263  HORZ ORDER  -  A
 OY0263  VERT ORDER  -  SECOND    CLASS 0
 OY0263  ELLP ORDER  -  THIRD     CLASS I
 OY0263
 OY0263.The horizontal coordinates were established by GPS observations
 OY0263.and adjusted by the National Geodetic Survey in September 2000..
 OY0263.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0263.DATUM ITEM on the data sheet items page.
 OY0263
 OY0263.The orthometric height was determined by differential leveling
 OY0263.and adjusted by the National Geodetic Survey in June 1991..
 OY0263
 OY0263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0263
 OY0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0263
 OY0263.The ellipsoidal height was determined by GPS observations
 OY0263.and is referenced to NAD 83.
 OY0263
 OY0263.The geoid height was determined by GEOID03.
 OY0263
 OY0263.The dynamic height is computed by dividing the NAVD 88
 OY0263.geopotential number by the normal gravity value computed on the
 OY0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0263.degrees latitude (g = 980.6199 gals.).
 OY0263
 OY0263.The modeled gravity was interpolated from observed gravity values.
 OY0263
 OY0263;                    North         East     Units Scale Factor Converg.
 OY0263;SPC ID E     -   201,533.277   207,982.793   MT  0.99994815   +0 04 04.4
 OY0263;UTM  12      - 4,814,780.153   413,631.722   MT  0.99969176   -0 44 05.8
 OY0263
 OY0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0263!SPC ID E     -   0.99977697  x   0.99994815  =   0.99972513
 OY0263!UTM  12      -   0.99977697  x   0.99969176  =   0.99946879
 OY0263
 OY0263:                Primary Azimuth Mark                     Grid Az
 OY0263:SPC ID E     -  IDA 15 108 A                             037 47 31.9
 OY0263:UTM  12      -  IDA 15 108 A                             038 35 42.1
 OY0263
 OY0263|---------------------------------------------------------------------|
 OY0263| PID    Reference Object                     Distance      Geod. Az  |
 OY0263|                                                           dddmmss.s |
 OY0263| OY0261 IDA 15 108 A                        APPROX. 1.2 KM 0375136.3 |
 OY0263| OY0262 IDA 15 107 RM 1                       7.866 METERS 09931     |
 OY0263| OY0264 IDA 15 107 RM 2                       7.814 METERS 23818     |
 OY0263|---------------------------------------------------------------------|
 OY0263
 OY0263                          SUPERSEDED SURVEY CONTROL
 OY0263
 OY0263  NAD 83(1992)-  43 28 51.43554(N)    112 04 04.76018(W) AD(       ) B
 OY0263  ELLIP H (05/15/92) 1422.69   (m)                       GP(       ) 4 2
 OY0263  NAD 83(1986)-  43 28 51.42456(N)    112 04 04.74741(W) AD(       ) 2
 OY0263  NAD 27      -  43 28 51.73700(N)    112 04 01.84710(W) AD(       ) 2
 OY0263  NAVD 88 (05/28/92) 1434.34   (m)         4705.8    (f) LEVELING    3  
 OY0263  NGVD 29 (??/??/92) 1433.264  (m)         4702.30   (f) ADJ UNCH    2 0
 OY0263
 OY0263.Superseded values are not recommended for survey control.
 OY0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0263.See file dsdata.txt to determine how the superseded data were derived.
 OY0263
 OY0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1363214780(NAD 83)
 OY0263_MARKER: DE = TRAVERSE STATION DISK
 OY0263_SETTING: 66 = SET IN ROCK OUTCROP
 OY0263_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OY0263_STAMPING: IDA 15-107 1959
 OY0263_MARK LOGO: CGS   
 OY0263_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0263+STABILITY: POSITION/ELEVATION WELL
 OY0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0263+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 OY0263
 OY0263  HISTORY     - Date     Condition        Report By
 OY0263  HISTORY     - 1959     MONUMENTED       CGS
 OY0263  HISTORY     - 1959     GOOD             CGS
 OY0263  HISTORY     - 1965     SEE DESCRIPTION  ID0790
 OY0263  HISTORY     - 1978     GOOD             LOCSUR
 OY0263  HISTORY     - 19900321 GOOD             NGS
 OY0263  HISTORY     - 19990616 GOOD             BLM
 OY0263  HISTORY     - 20050618 GOOD             DJC
 OY0263
 OY0263                          STATION DESCRIPTION
 OY0263
 OY0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0263'THE STATION IS ABOUT 1-1/2 MILES SOUTHWEST OF IDAHO FALLS, ON THE
 OY0263'SOUTHEAST END OF A ROCK STUDDED PASTURE WHICH RISES BETWEEN TWO
 OY0263'CULTIVATED FIELDS.  IT IS ABOUT 0.2 MILE EAST OF A LARGE GRAVEL
 OY0263'PIT AND 500 FEET SOUTH OF AN EAST-WEST MACADAM ROAD.
 OY0263'
 OY0263'TO REACH THE STATION FROM THE BROADWAY BRIDGE OVER THE SNAKE
 OY0263'RIVER IN IDAHO FALLS, DRIVE WEST ON BROADWAY (U.S. HIGHWAYS 91
 OY0263'AND 20) FOR 0.95 MILE TO SKYLINE DRIVE.  TURN LEFT ONTO SKYLINE
 OY0263'DRIVE AND CONTINUE SOUTH FOR 1.0 MILE TO A POINT WHERE THE
 OY0263'ROAD TURNS SHARP RIGHT.  TURN RIGHT AND DRIVE WEST FOR 0.25 MILE
 OY0263'TO A BRICK HOUSE ON THE RIGHT AND A PASTURE ON THE LEFT.  PACK
 OY0263'SOUTH THROUGH THE CENTER OF THE PASTURE FOR ABOUT 500 FEET TO
 OY0263'THE STATION.
 OY0263'
 OY0263'THE STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK,
 OY0263'STAMPED IDA 15-107 1959, WHICH IS CEMENTED IN A DRILL HOLE IN
 OY0263'BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 9.8
 OY0263'FEET WEST OF A METAL WITNESS POST WITH SIGN.
 OY0263'
 OY0263'REFERENCE MARK 1, STAMPED IDA 15-107 NO 1 1959, IS A STANDARD
 OY0263'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 OY0263'THE SURFACE OF THE GROUND AND ABOUT 2 FEET LOWER IN ELEVATION
 OY0263'THAN THE STATION MARK.
 OY0263'
 OY0263'REFERENCE MARK 2, STAMPED IDA 15-107 NO 2 1959, IS A STANDARD
 OY0263'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 OY0263'THE SURFACE OF THE GROUND AND ABOUT 2 FEET LOWER IN ELEVATION
 OY0263'THAN THE STATION MARK.
 OY0263
 OY0263                          STATION RECOVERY (1959)
 OY0263
 OY0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OY0263'2.5 MI SW FROM IDAHO FALLS.
 OY0263'1.25 MILE WEST ON U.S. HIGHWAY 91 (BROADWAY) FROM THE JUNCTION OF U.S.
 OY0263'HIGHWAYS 191 AND 91 AT IDAHO FALLS TO SKYLINE DRIVE, THENCE 1.0 MILE
 OY0263'SOUTH ON PAVED ROAD, THENCE 0.25 MILE WEST ON PAVED ROAD, THENCE 500
 OY0263'FEET CROSS COUNTRY TO THE SUMMIT OF A SLIGHT RISE, SOUTH, 25.81 FEET
 OY0263'WEST OF R.M. 1, 25.63 FEET NORTHEAST OF R.M. 2, 9.8 FEET WEST OF A
 OY0263'METAL WITNESS POST WITH SIGN, SET IN A DRILL HOLE IN BEDROCK FLUSH
 OY0263'WITH THE GROUND.
 OY0263
 OY0263                          STATION RECOVERY (1965)
 OY0263
 OY0263'RECOVERY NOTE BY CITY OF IDAHO FALLS IDAHO 1965 (GRC)
 OY0263'REFERENCE MARK NO. 2 WAS DISTURBED DURING INTERSTATE CONSTRUCTION.
 OY0263'
 OY0263'NOW THAT THE INTERSTATE HIGHWAY IS CONSTRUCTED, THE DESCRIPTION
 OY0263'OF ROUTE TO STATION MARK SHOULD BE CHANGED TO MEET EXISTING
 OY0263'CONDITIONS.
 OY0263'
 OY0263'15-107 - SUBSTITUTE IN DESCRIPTION
 OY0263'
 OY0263'TO REACH FROM BROADWAY AND UTAH AVENUE, GO SOUTH ALONG UTAH
 OY0263'AVENUE FOR .3 MILE TO Y IN ROAD, TURN RIGHT AND GO .15 MILE,
 OY0263'TURN LEFT ON ROAD WHICH FOLLOWS EAST SIDE OF INTERSTATE HIGHWAY
 OY0263'FOR 1.1 MILE TO STATION MARK WHICH IS ON LEFT (EAST) SIDE OF
 OY0263'ROAD AND ABOUT 9 FT. EAST OF PROPERTY LINE FENCE.
 OY0263
 OY0263                          STATION RECOVERY (1978)
 OY0263
 OY0263'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0263'RECOVERED IN GOOD CONDITION.
 OY0263
 OY0263                          STATION RECOVERY (1990)
 OY0263
 OY0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OY0263'STATION IS LOCATED ABOUT 2.4 KM (1.49 MI) SOUTHWEST OF IDAHO FALLS ON
 OY0263'A SMALL PROMINENT PORTION OF OUTCROP ON THE SOUTH SIDE OF A FRONTAGE
 OY0263'ROAD THAT PARALLELS U.S. INTERSTATE HIGHWAY 15.  OWNERSHIP--MR. LEWIS
 OY0263'BOYLE OF J AND LB PROPERTIES, P. O. BOX 50444 IDAHO FALLS, IDAHO
 OY0263'83405. PHONE (208) 522-9346.
 OY0263'REACHED FROM THE JUNCTION OF BROADWAY AND U.S. INTERSTATE HIGHWAY 15
 OY0263'(EXIT 118) IN IDAHO FALLS.  GO EAST ON BROADWAY FOR 0.56 KM
 OY0263'(0.35 MI) TO THE JUNCTION OF UTAH AVENUE.  TURN RIGHT AND SO
 OY0263'SOUTHERLY ON UTAH AVENUE FOR 0.70 KM (0.43 MI) TO THE JUNCTION OF
 OY0263'PANCHER DR..  TURN RIGHT AND GO WEST ON PANCHER DR. FOR 0.12 KM
 OY0263'(0.07 MI) TO A SIDE ROAD LEFT (PIONEER DR.).  TURN LEFT AND GO
 OY0263'SOUTHERLY ON PIONEER DR. FOR 1.59 KM (0.99 MI) TO THE MARK ON THE
 OY0263'LEFT.
 OY0263'THE STATION MARK IS SET IN A LARGE PORTION OF OUTCROP 30.0 M
 OY0263'(98.42 FT) SOUTHEAST OF AND 1.5 M (4.92 FT) ABOVE THE CENTER OF THE
 OY0263'ROAD, 2.3 M (7.55 FT) SOUTHEAST FROM A FENCE, 17.2 M (56.43 FT)
 OY0263'NORTH-NORTHEAST FROM THE NORTH GATE POST FOR A WIRE GATE AND 2.9 M
 OY0263'(9.51 FT) SOUTHWEST FROM A WITNESS POST.
 OY0263'NOTE--THIS MARK IS ALSO A BENCH MARK ON L-17720.
 OY0263
 OY0263                          STATION RECOVERY (1999)
 OY0263
 OY0263'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1999 (BC)
 OY0263'RECOVERED AS DESCRIBED.
 OY0263
 OY0263                          STATION RECOVERY (2005)
 OY0263
 OY0263'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 OY0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0267 ***********************************************************************
 OY0267  DESIGNATION -  IDA 15 107 A
 OY0267  PID         -  OY0267
 OY0267  STATE/COUNTY-  ID/BONNEVILLE
 OY0267  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0267
 OY0267                         *CURRENT SURVEY CONTROL
 OY0267  ___________________________________________________________________
 OY0267* NAD 83(1992)-  43 28 04.79367(N)    112 05 26.76871(W)     ADJUSTED  
 OY0267* NAVD 88     -      1429.602  (meters)    4690.29   (feet)  ADJUSTED  
 OY0267  ___________________________________________________________________
 OY0267  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 OY0267  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 OY0267  DYNAMIC HT  -        1428.851 (meters)    4687.82  (feet)  COMP
 OY0267  MODELED GRAV-     980,043.8   (mgal)                       NAVD 88
 OY0267
 OY0267  HORZ ORDER  -  SECOND
 OY0267  VERT ORDER  -  SECOND    CLASS 0
 OY0267
 OY0267.The horizontal coordinates were established by classical geodetic methods
 OY0267.and adjusted by the National Geodetic Survey in July 1992..
 OY0267
 OY0267.The orthometric height was determined by differential leveling
 OY0267.and adjusted by the National Geodetic Survey in June 1991..
 OY0267
 OY0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0267
 OY0267.The geoid height was determined by GEOID03.
 OY0267
 OY0267.The dynamic height is computed by dividing the NAVD 88
 OY0267.geopotential number by the normal gravity value computed on the
 OY0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0267.degrees latitude (g = 980.6199 gals.).
 OY0267
 OY0267.The modeled gravity was interpolated from observed gravity values.
 OY0267
 OY0267;                    North         East     Units Scale Factor Converg.
 OY0267;SPC ID E     -   200,091.960   206,141.262   MT  0.99994783   +0 03 08.0
 OY0267;UTM  12      - 4,813,365.137   411,770.652   MT  0.99969575   -0 45 01.6
 OY0267
 OY0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0267!SPC ID E     -   0.99977772  x   0.99994783  =   0.99972556
 OY0267!UTM  12      -   0.99977772  x   0.99969575  =   0.99947353
 OY0267
 OY0267:                Primary Azimuth Mark                     Grid Az
 OY0267:SPC ID E     -  IDA 15 107                               051 57 05.7
 OY0267:UTM  12      -  IDA 15 107                               052 45 15.3
 OY0267
 OY0267|---------------------------------------------------------------------|
 OY0267| PID    Reference Object                     Distance      Geod. Az  |
 OY0267|                                                           dddmmss.s |
 OY0267| OY0263 IDA 15 107                          APPROX. 2.3 KM 0520013.7 |
 OY0267| OY0266 IDA 15 107 A RM 1                    14.038 METERS 08621     |
 OY0267| OY0268 IDA 15 107 A RM 2                    15.802 METERS 27221     |
 OY0267|---------------------------------------------------------------------|
 OY0267
 OY0267                          SUPERSEDED SURVEY CONTROL
 OY0267
 OY0267  NAD 83(1986)-  43 28 04.78328(N)    112 05 26.75575(W) AD(       ) 2
 OY0267  NAD 27      -  43 28 05.09490(N)    112 05 23.85420(W) AD(       ) 2
 OY0267  NGVD 29 (??/??/92) 1428.528  (m)         4686.76   (f) ADJ UNCH    2 0
 OY0267
 OY0267.Superseded values are not recommended for survey control.
 OY0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0267.See file dsdata.txt to determine how the superseded data were derived.
 OY0267
 OY0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1177113365(NAD 83)
 OY0267_MARKER: DE = TRAVERSE STATION DISK
 OY0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0267_STAMPING: IDA 15-107A 1959
 OY0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0267+STABILITY: SURFACE MOTION
 OY0267
 OY0267  HISTORY     - Date     Condition        Report By
 OY0267  HISTORY     - 1959     MONUMENTED       CGS
 OY0267  HISTORY     - 1959     GOOD             CGS
 OY0267  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OY0267  HISTORY     - 1965     SEE DESCRIPTION  ID0790
 OY0267  HISTORY     - 1967     GOOD             NGS
 OY0267  HISTORY     - 1978     GOOD             LOCSUR
 OY0267  HISTORY     - 20050427 MARK NOT FOUND   IDTD
 OY0267
 OY0267                          STATION DESCRIPTION
 OY0267
 OY0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0267'THE STATION IS 3 MILES SOUTHWEST OF THE CENTER OF IDAHO FALLS,
 OY0267'2 MILES SOUTH AND 0.35 MILE WEST OF THE INTERSECTION OF U.S.
 OY0267'HIGHWAYS 20 AND 91, AND 0.15 MILE WEST OF THE NEAREST POINT
 OY0267'OF THE INTERSTATE ROUTE (PROPOSED).  IT IS ON THE NORTH SIDE
 OY0267'OF AN EAST-WEST GRAVELED ROAD, 20.5 FEET NORTH OF THE CENTER
 OY0267'OF THE ROAD, 5 FEET NORTHWEST OF A DOUBLE BUTTED POWER AND
 OY0267'TELEPHONE POLE AND 3.5 FEET SOUTH OF THE NORTH PROPERTY LINE
 OY0267'FENCE.
 OY0267'
 OY0267'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 OY0267'20 AND 91 PROCEED SOUTH ALONG A GRAVELED ROAD FOR 2 MILES, TURN
 OY0267'RIGHT, WEST, FOR 0.35 MILE TO THE STATION SITE ON THE RIGHT,
 OY0267'NORTH SIDE OF THE ROAD.
 OY0267'
 OY0267'THE STATION MARK IS A STANDARD TRAVERSE DISK, WITH UNDERGROUND
 OY0267'MARK, STAMPED IDA 15-107 A 1959, SET IN A SQUARE CONCRETE
 OY0267'POST FLUSH WITH THE SURFACE.
 OY0267'
 OY0267'REFERENCE MARK 1, STAMPED IDA 15-107 A NO 1 1959, IS A STANDARD
 OY0267'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS
 OY0267'23 FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROADWAY AND
 OY0267'1-FOOT SOUTH OF THE NORTH RIGHT OF WAY AND PROPERTY FENCE LINE.
 OY0267'
 OY0267'REFERENCE MARK 2, STAMPED IDA 15-107 A NO 2 1959, IS A STANDARD
 OY0267'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS
 OY0267'23 FEET NORTH OF THE CENTER LINE OF THE ROADWAY AND 1-FOOT
 OY0267'SOUTH OF THE RIGHT OF WAY AND PROPERTY LINE FENCE.
 OY0267'
 OY0267'A 2-WHEEL DRIVE STATION.
 OY0267
 OY0267                          STATION RECOVERY (1959)
 OY0267
 OY0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OY0267'4.55 MI SW FROM IDAHO FALLS.
 OY0267'2.2 MILES WEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S. HIGHWAYS
 OY0267'191 AND 91 AT IDAHO FALLS TO THE JUNCTION OF U.S. HIGHWAYS 91 AND 20,
 OY0267'THENCE 2.0 MILES SOUTH ON PAVED ROAD, THENCE 0.35 MILE WEST ON GRAVEL
 OY0267'ROAD, 51.85 FEET EAST OF R.M. 2, 46.06 FEET WEST OF R.M. 1, 20.5 FEET
 OY0267'NORTH OF THE CENTER OF THE GRAVEL ROAD, 5 FEET NORTHWEST OF A POWER
 OY0267'POLE, 3.5 FEET SOUTH OF A FENCE LINE, SET IN A SQUARE CONCRETE POST
 OY0267'FLUSH WITH THE GROUND.
 OY0267
 OY0267                          STATION RECOVERY (1963)
 OY0267
 OY0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 OY0267'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OY0267
 OY0267                          STATION RECOVERY (1965)
 OY0267
 OY0267'RECOVERY NOTE BY CITY OF IDAHO FALLS IDAHO 1965 (GC)
 OY0267'IDA 15-107A 1959-RECOVERED IN GOOD CONDITION.  SINCE INTERSTATE
 OY0267'HIWAY HAS BEEN CONSTRUCTED, THE DESCRIPTION OF ROUTE TO STATION
 OY0267'MARK SHOULD BE CHANGED TO MEET EXISTING CONDITIONS.
 OY0267'
 OY0267'15-107 A - SUBSTITUTE IN DESCRIPTION
 OY0267'
 OY0267'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 OY0267'20-91, PROCEED SOUTH ON PAVED ROAD 1.7 MILES, TURN RIGHT ON
 OY0267'ROAD THAT WILL FOLLOW ALONG WEST SIDE OF INTERSTATE HIGHWAY FOR
 OY0267'.35 MILE, TURN RIGHT (WEST) .25 MILE TO STATION SITE ON THE
 OY0267'RIGHT (NORTH) SIDE OF ROAD.
 OY0267
 OY0267                          STATION RECOVERY (1967)
 OY0267
 OY0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0267'RECOVERED IN GOOD CONDITION.
 OY0267
 OY0267                          STATION RECOVERY (1978)
 OY0267
 OY0267'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0267'CHANGE GRAVEL ROAD TO PAVED ROAD.
 OY0267
 OY0267                          STATION RECOVERY (2005)
 OY0267
 OY0267'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (GDJ)
 OY0267'THE SURFACE MARK (DISK WAS RECOVERED)WAS DESTROYED DURING
 OY0267'CONSTRUCTION.  THE UNDERGROUND MARK WAS NOT RECOVERED AND IS BELIEVED
 OY0267'TO STILL BE BURIED ABOUT 3 FEET UNDER THE EDGE OF OIL OF SUNNYSIDE
 OY0267'ROAD.  A FUTURE WIDENING PROJECT WILL PLACE THE UNDERGROUND MARK UNDER
 OY0267'A TRAVEL LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0262 ***********************************************************************
 OY0262  DESIGNATION -  IDA 15 107 RM 1
 OY0262  PID         -  OY0262
 OY0262  STATE/COUNTY-  ID/BONNEVILLE
 OY0262  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0262
 OY0262                         *CURRENT SURVEY CONTROL
 OY0262  ___________________________________________________________________
 OY0262* NAD 83(1986)-  43 28 53.     (N)    112 04 06.     (W)     SCALED    
 OY0262* NAVD 88     -      1434.087  (meters)    4705.00   (feet)  ADJUSTED  
 OY0262  ___________________________________________________________________
 OY0262  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 OY0262  DYNAMIC HT  -        1433.335 (meters)    4702.53  (feet)  COMP
 OY0262  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 OY0262
 OY0262  VERT ORDER  -  SECOND    CLASS 0
 OY0262
 OY0262.The horizontal coordinates were scaled from a topographic map and have
 OY0262.an estimated accuracy of +/- 6 seconds.
 OY0262
 OY0262.The orthometric height was determined by differential leveling
 OY0262.and adjusted by the National Geodetic Survey in June 1991..
 OY0262
 OY0262.The geoid height was determined by GEOID03.
 OY0262
 OY0262.The dynamic height is computed by dividing the NAVD 88
 OY0262.geopotential number by the normal gravity value computed on the
 OY0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0262.degrees latitude (g = 980.6199 gals.).
 OY0262
 OY0262.The modeled gravity was interpolated from observed gravity values.
 OY0262
 OY0262;                    North         East    Units  Estimated Accuracy
 OY0262;SPC ID E     -   201,580.      207,960.      MT  (+/- 180 meters Scaled)
 OY0262
 OY0262                          SUPERSEDED SURVEY CONTROL
 OY0262
 OY0262  NGVD 29 (??/??/92) 1433.012  (m)         4701.47   (f) ADJ UNCH    2 0
 OY0262
 OY0262.Superseded values are not recommended for survey control.
 OY0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0262.See file dsdata.txt to determine how the superseded data were derived.
 OY0262
 OY0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP136148(NAD 83)
 OY0262_MARKER: DR = REFERENCE MARK DISK
 OY0262_SETTING: 66 = SET IN ROCK OUTCROP
 OY0262_SP_SET: BEDROCK
 OY0262_STAMPING: IDA 15-107 NO 1 1959
 OY0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0262+STABILITY: POSITION/ELEVATION WELL
 OY0262
 OY0262  HISTORY     - Date     Condition        Report By
 OY0262  HISTORY     - 1959     MONUMENTED       CGS
 OY0262  HISTORY     - 1978     GOOD             LOCSUR
 OY0262
 OY0262                          STATION DESCRIPTION
 OY0262
 OY0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0262'2.5 MI SW FROM IDAHO FALLS.
 OY0262'1.25 MILE WEST ON U.S. HIGHWAY 91 (BROADWAY) FROM THE JUNCTION OF U.S.
 OY0262'HIGHWAYS 191 AND 91 AT IDAHO FALLS TO SKYLINE DRIVE, THENCE 1.0 MILE
 OY0262'SOUTH ON PAVED ROAD, THENCE 0.25 MILE WEST ON PAVED ROAD, THENCE 500
 OY0262'FEET SOUTH, CROSS COUNTRY, TO THE SUMMIT OF A SLIGHT RISE, 25.81 FEET
 OY0262'EAST OF THE STATION MARK, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH
 OY0262'THE GROUND.
 OY0262
 OY0262                          STATION RECOVERY (1978)
 OY0262
 OY0262'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0264 ***********************************************************************
 OY0264  DESIGNATION -  IDA 15 107 RM 2
 OY0264  PID         -  OY0264
 OY0264  STATE/COUNTY-  ID/BONNEVILLE
 OY0264  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0264
 OY0264                         *CURRENT SURVEY CONTROL
 OY0264  ___________________________________________________________________
 OY0264* NAD 83(1986)-  43 28 53.     (N)    112 04 06.     (W)     SCALED    
 OY0264* NAVD 88     -      1433.965  (meters)    4704.60   (feet)  ADJUSTED  
 OY0264  ___________________________________________________________________
 OY0264  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 OY0264  DYNAMIC HT  -        1433.212 (meters)    4702.13  (feet)  COMP
 OY0264  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 OY0264
 OY0264  VERT ORDER  -  SECOND    CLASS 0
 OY0264
 OY0264.The horizontal coordinates were scaled from a topographic map and have
 OY0264.an estimated accuracy of +/- 6 seconds.
 OY0264
 OY0264.The orthometric height was determined by differential leveling
 OY0264.and adjusted by the National Geodetic Survey in June 1991..
 OY0264
 OY0264.The geoid height was determined by GEOID03.
 OY0264
 OY0264.The dynamic height is computed by dividing the NAVD 88
 OY0264.geopotential number by the normal gravity value computed on the
 OY0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0264.degrees latitude (g = 980.6199 gals.).
 OY0264
 OY0264.The modeled gravity was interpolated from observed gravity values.
 OY0264
 OY0264;                    North         East    Units  Estimated Accuracy
 OY0264;SPC ID E     -   201,580.      207,960.      MT  (+/- 180 meters Scaled)
 OY0264
 OY0264                          SUPERSEDED SURVEY CONTROL
 OY0264
 OY0264  NGVD 29 (??/??/92) 1432.890  (m)         4701.07   (f) ADJ UNCH    2 0
 OY0264
 OY0264.Superseded values are not recommended for survey control.
 OY0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0264.See file dsdata.txt to determine how the superseded data were derived.
 OY0264
 OY0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP136148(NAD 83)
 OY0264_MARKER: DR = REFERENCE MARK DISK
 OY0264_SETTING: 66 = SET IN ROCK OUTCROP
 OY0264_SP_SET: BEDROCK
 OY0264_STAMPING: IDA 15-107 NO 2 1959
 OY0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0264+STABILITY: POSITION/ELEVATION WELL
 OY0264
 OY0264  HISTORY     - Date     Condition        Report By
 OY0264  HISTORY     - 1959     MONUMENTED       CGS
 OY0264  HISTORY     - 1978     POOR             LOCSUR
 OY0264
 OY0264                          STATION DESCRIPTION
 OY0264
 OY0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0264'2.5 MI SW FROM IDAHO FALLS.
 OY0264'1.25 MILES WEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S. HIGHWAYS
 OY0264'191 AND 91 AT IDAHO FALLS TO SKYLINE DRIVE, THENCE 1.0 MILE SOUTH ON
 OY0264'PAVED ROAD, THENCE 0.25 MILE WEST ON PAVED ROAD, THENCE 500 FEET
 OY0264'SOUTH, CROSS COUNTRY, TO THE SUMMIT OF A SLIGHT RISE, 25.63 FEET
 OY0264'SOUTHWEST OF THE STATION MARK, SET IN A DRILL HOLE IN BEDROCK FLUSH
 OY0264'WITH THE GROUND.
 OY0264
 OY0264                          STATION RECOVERY (1978)
 OY0264
 OY0264'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0264'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0260 ***********************************************************************
 OY0260  DESIGNATION -  IDA 15 108 A RM 1
 OY0260  PID         -  OY0260
 OY0260  STATE/COUNTY-  ID/BONNEVILLE
 OY0260  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0260
 OY0260                         *CURRENT SURVEY CONTROL
 OY0260  ___________________________________________________________________
 OY0260* NAD 83(1986)-  43 29 22.     (N)    112 03 28.     (W)     SCALED    
 OY0260* NAVD 88     -      1434.762  (meters)    4707.22   (feet)  ADJUSTED  
 OY0260  ___________________________________________________________________
 OY0260  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 OY0260  DYNAMIC HT  -        1434.009 (meters)    4704.74  (feet)  COMP
 OY0260  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 OY0260
 OY0260  VERT ORDER  -  SECOND    CLASS 0
 OY0260
 OY0260.The horizontal coordinates were scaled from a topographic map and have
 OY0260.an estimated accuracy of +/- 6 seconds.
 OY0260
 OY0260.The orthometric height was determined by differential leveling
 OY0260.and adjusted by the National Geodetic Survey in June 1991..
 OY0260
 OY0260.The geoid height was determined by GEOID03.
 OY0260
 OY0260.The dynamic height is computed by dividing the NAVD 88
 OY0260.geopotential number by the normal gravity value computed on the
 OY0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0260.degrees latitude (g = 980.6199 gals.).
 OY0260
 OY0260.The modeled gravity was interpolated from observed gravity values.
 OY0260
 OY0260;                    North         East    Units  Estimated Accuracy
 OY0260;SPC ID E     -   202,480.      208,810.      MT  (+/- 180 meters Scaled)
 OY0260
 OY0260                          SUPERSEDED SURVEY CONTROL
 OY0260
 OY0260  NGVD 29 (??/??/92) 1433.686  (m)         4703.68   (f) ADJ UNCH    2 0
 OY0260
 OY0260.Superseded values are not recommended for survey control.
 OY0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0260.See file dsdata.txt to determine how the superseded data were derived.
 OY0260
 OY0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP144157(NAD 83)
 OY0260_MARKER: DR = REFERENCE MARK DISK
 OY0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0260_STAMPING: IDA 15-108A NO 1 1959
 OY0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0260+STABILITY: SURFACE MOTION
 OY0260
 OY0260  HISTORY     - Date     Condition        Report By
 OY0260  HISTORY     - 1959     MONUMENTED       CGS
 OY0260  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 OY0260
 OY0260                          STATION DESCRIPTION
 OY0260
 OY0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0260'2.0 MI SW FROM IDAHO FALLS.
 OY0260'1.25 MILES WEST ON U.S. HIGHWAY 91 (BROADWAY) FROM THE JUNCTION OF
 OY0260'U.S. HIGHWAYS 191 AND 91 AT IDAHO FALLS TO SKYLINE DRIVE, THENCE 0.5
 OY0260'MILE SOUTH, THENCE 0.25 MILE EAST, 43.09 FEET NORTHEAST OF THE STATION
 OY0260'MARK, 24.5 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 1.5 FEET
 OY0260'NORTH OF A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 3
 OY0260'INCHES.
 OY0260
 OY0260                          STATION RECOVERY (1978)
 OY0260
 OY0260'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0259 ***********************************************************************
 OY0259  DESIGNATION -  IDA 15 108 A RM 2
 OY0259  PID         -  OY0259
 OY0259  STATE/COUNTY-  ID/BONNEVILLE
 OY0259  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0259
 OY0259                         *CURRENT SURVEY CONTROL
 OY0259  ___________________________________________________________________
 OY0259* NAD 83(1986)-  43 29 21.     (N)    112 03 30.     (W)     SCALED    
 OY0259* NAVD 88     -      1434.062  (meters)    4704.92   (feet)  ADJUSTED  
 OY0259  ___________________________________________________________________
 OY0259  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 OY0259  DYNAMIC HT  -        1433.309 (meters)    4702.45  (feet)  COMP
 OY0259  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 OY0259
 OY0259  VERT ORDER  -  SECOND    CLASS 0
 OY0259
 OY0259.The horizontal coordinates were scaled from a topographic map and have
 OY0259.an estimated accuracy of +/- 6 seconds.
 OY0259
 OY0259.The orthometric height was determined by differential leveling
 OY0259.and adjusted by the National Geodetic Survey in June 1991..
 OY0259
 OY0259.The geoid height was determined by GEOID03.
 OY0259
 OY0259.The dynamic height is computed by dividing the NAVD 88
 OY0259.geopotential number by the normal gravity value computed on the
 OY0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0259.degrees latitude (g = 980.6199 gals.).
 OY0259
 OY0259.The modeled gravity was interpolated from observed gravity values.
 OY0259
 OY0259;                    North         East    Units  Estimated Accuracy
 OY0259;SPC ID E     -   202,450.      208,760.      MT  (+/- 180 meters Scaled)
 OY0259
 OY0259                          SUPERSEDED SURVEY CONTROL
 OY0259
 OY0259  NGVD 29 (??/??/92) 1432.987  (m)         4701.39   (f) ADJ UNCH    2 0
 OY0259
 OY0259.Superseded values are not recommended for survey control.
 OY0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0259.See file dsdata.txt to determine how the superseded data were derived.
 OY0259
 OY0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP144156(NAD 83)
 OY0259_MARKER: DR = REFERENCE MARK DISK
 OY0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0259_STAMPING: IDA 15-108A NO 2 1959
 OY0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0259+STABILITY: SURFACE MOTION
 OY0259
 OY0259  HISTORY     - Date     Condition        Report By
 OY0259  HISTORY     - 1959     MONUMENTED       CGS
 OY0259  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 OY0259
 OY0259                          STATION DESCRIPTION
 OY0259
 OY0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0259'2.0 MI SW FROM IDAHO FALLS.
 OY0259'1.25 MILES WEST ON U.S. HIGHWAY 91 (BROADWAY) FROM THE JUNCTION OF
 OY0259'U.S. HIGHWAYS 191 AND 91 AT IDAHO FALLS TO SKYLINE DRIVE, THENCE 0.5
 OY0259'MILE SOUTH, THENCE  0.25 MILE EAST ON PAVED ROAD, 50.92 FEET SOUTHWEST
 OY0259'OF THE STATION MARK, 24.5 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 OY0259'ROAD, 1.5 FEET NORTH OF A FENCE LINE, SET IN A SQUARE CONCRETE
 OY0259'PROJECTING 3 INCHES.
 OY0259
 OY0259                          STATION RECOVERY (1978)
 OY0259
 OY0259'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0258 ***********************************************************************
 OY0258  DESIGNATION -  IDA 15 108 RM 2
 OY0258  PID         -  OY0258
 OY0258  STATE/COUNTY-  ID/BONNEVILLE
 OY0258  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0258
 OY0258                         *CURRENT SURVEY CONTROL
 OY0258  ___________________________________________________________________
 OY0258* NAD 83(1986)-  43 29 35.     (N)    112 03 49.     (W)     SCALED    
 OY0258* NAVD 88     -      1443.284  (meters)    4735.17   (feet)  ADJUSTED  
 OY0258  ___________________________________________________________________
 OY0258  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 OY0258  DYNAMIC HT  -        1442.527 (meters)    4732.69  (feet)  COMP
 OY0258  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 OY0258
 OY0258  VERT ORDER  -  SECOND    CLASS 0
 OY0258
 OY0258.The horizontal coordinates were scaled from a topographic map and have
 OY0258.an estimated accuracy of +/- 6 seconds.
 OY0258
 OY0258.The orthometric height was determined by differential leveling
 OY0258.and adjusted by the National Geodetic Survey in June 1991..
 OY0258
 OY0258.The geoid height was determined by GEOID03.
 OY0258
 OY0258.The dynamic height is computed by dividing the NAVD 88
 OY0258.geopotential number by the normal gravity value computed on the
 OY0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0258.degrees latitude (g = 980.6199 gals.).
 OY0258
 OY0258.The modeled gravity was interpolated from observed gravity values.
 OY0258
 OY0258;                    North         East    Units  Estimated Accuracy
 OY0258;SPC ID E     -   202,880.      208,340.      MT  (+/- 180 meters Scaled)
 OY0258
 OY0258                          SUPERSEDED SURVEY CONTROL
 OY0258
 OY0258  NGVD 29 (??/??/92) 1442.210  (m)         4731.65   (f) ADJ UNCH    2 0
 OY0258
 OY0258.Superseded values are not recommended for survey control.
 OY0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0258.See file dsdata.txt to determine how the superseded data were derived.
 OY0258
 OY0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP140161(NAD 83)
 OY0258_MARKER: DR = REFERENCE MARK DISK
 OY0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0258_STAMPING: IDA 15-108 NO 2 1959
 OY0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0258+STABILITY: SURFACE MOTION
 OY0258
 OY0258  HISTORY     - Date     Condition        Report By
 OY0258  HISTORY     - 1959     MONUMENTED       CGS
 OY0258  HISTORY     - 1968     GOOD             NGS
 OY0258  HISTORY     - 1978     GOOD             LOCSUR
 OY0258
 OY0258                          STATION DESCRIPTION
 OY0258
 OY0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0258'1.4 MI W FROM IDAHO FALLS.
 OY0258'1.25 MILES WEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S. HIGHWAYS
 OY0258'191 AND 91 AT IDAHO FALLS TO SKYLINE DRIVE, THENCE 0.15 MILE SOUTH,
 OY0258'46.53 FEET WEST OF THE STATION MARK, 24 FEET WEST OF THE CENTERLINE OF
 OY0258'SKYLINE DRIVE, 1 FOOT EAST OF A FENCE LINE, SET IN A SQUARE CONCRETE
 OY0258'POST PROJECTING 3 INCHES.
 OY0258
 OY0258                          STATION RECOVERY (1968)
 OY0258
 OY0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OY0258'RECOVERED IN GOOD CONDITION.
 OY0258
 OY0258                          STATION RECOVERY (1978)
 OY0258
 OY0258'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0258'IN DESCRIPTION DELETE 1 FOOT EAST OF A FENCE LINE AND ADD IN ITS
 OY0258'PLACE 11 FEET SOUTH OF THE 2ND POWER POLE SOUTH OF CARMEL STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0016 ***********************************************************************
 OY0016  DESIGNATION -  IDA 15 111
 OY0016  PID         -  OY0016
 OY0016  STATE/COUNTY-  ID/BONNEVILLE
 OY0016  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0016
 OY0016                         *CURRENT SURVEY CONTROL
 OY0016  ___________________________________________________________________
 OY0016* NAD 83(1992)-  43 31 59.69738(N)    112 03 51.82348(W)     ADJUSTED  
 OY0016* NAVD 88     -      1438.745  (meters)    4720.28   (feet)  ADJUSTED  
 OY0016  ___________________________________________________________________
 OY0016  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 OY0016  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 OY0016  DYNAMIC HT  -        1437.989 (meters)    4717.80  (feet)  COMP
 OY0016  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 OY0016
 OY0016  HORZ ORDER  -  THIRD
 OY0016  VERT ORDER  -  FIRST     CLASS II
 OY0016
 OY0016.The horizontal coordinates were established by classical geodetic methods
 OY0016.and adjusted by the National Geodetic Survey in July 1992..
 OY0016
 OY0016.The orthometric height was determined by differential leveling
 OY0016.and adjusted by the National Geodetic Survey in June 1991..
 OY0016
 OY0016.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0016
 OY0016.The geoid height was determined by GEOID03.
 OY0016
 OY0016.The dynamic height is computed by dividing the NAVD 88
 OY0016.geopotential number by the normal gravity value computed on the
 OY0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0016.degrees latitude (g = 980.6199 gals.).
 OY0016
 OY0016.The modeled gravity was interpolated from observed gravity values.
 OY0016
 OY0016;                    North         East     Units Scale Factor Converg.
 OY0016;SPC ID E     -   207,343.414   208,266.384   MT  0.99994821   +0 04 13.6
 OY0016;UTM  12      - 4,820,584.252   413,996.641   MT  0.99969098   -0 43 59.4
 OY0016
 OY0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0016!SPC ID E     -   0.99977627  x   0.99994821  =   0.99972449
 OY0016!UTM  12      -   0.99977627  x   0.99969098  =   0.99946732
 OY0016
 OY0016|---------------------------------------------------------------------|
 OY0016| PID    Reference Object                     Distance      Geod. Az  |
 OY0016|                                                           dddmmss.s |
 OY0016| OY0017 IDA 15 111 RM 1                       9.796 METERS 06540     |
 OY0016| OY0817 IDAHO FALLS MUNICIPAL TANK          APPROX. 4.9 KM 1610015.2 |
 OY0016| OY0015 IDA 15 111 RM 2                      15.370 METERS 16201     |
 OY0016|---------------------------------------------------------------------|
 OY0016
 OY0016                          SUPERSEDED SURVEY CONTROL
 OY0016
 OY0016  NAD 83(1986)-  43 31 59.68932(N)    112 03 51.80964(W) AD(       ) 3
 OY0016  NAD 27      -  43 32 00.00150(N)    112 03 48.91000(W) AD(       ) 3
 OY0016  NGVD 29 (08/20/92) 1437.659  (m)         4716.72   (f) ADJUSTED    1 2
 OY0016
 OY0016.Superseded values are not recommended for survey control.
 OY0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0016.See file dsdata.txt to determine how the superseded data were derived.
 OY0016
 OY0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1399720584(NAD 83)
 OY0016_MARKER: DS = TRIANGULATION STATION DISK
 OY0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0016_SP_SET: CONCRETE POST
 OY0016_STAMPING: IDA 15-111 1959
 OY0016_MARK LOGO: CGS   
 OY0016_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0016+STABILITY: SURFACE MOTION
 OY0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0016+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2004
 OY0016
 OY0016  HISTORY     - Date     Condition        Report By
 OY0016  HISTORY     - 1959     MONUMENTED       CGS
 OY0016  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OY0016  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0016  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OY0016  HISTORY     - 1971     GOOD             NGS
 OY0016  HISTORY     - 1978     GOOD             LOCSUR
 OY0016  HISTORY     - 19920625 GOOD             NGS
 OY0016  HISTORY     - 19980601 GOOD             IDTD
 OY0016  HISTORY     - 20040813 GOOD             USPSQD
 OY0016
 OY0016                          STATION DESCRIPTION
 OY0016
 OY0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0016'THE STATION IS 1 MILE NORTH OF THE IDAHO FALLS MUNICIPAL
 OY0016'AIRPORT ALONG THE UNION PACIFIC RAILROAD, 62.5 FEET WEST OF
 OY0016'THE CENTER OF A GRAVELED ROAD WHICH PARALELLS THE RAILROAD TRACKS,
 OY0016'51.5 FEET EAST OF THE EAST RAIL, 4 FEET EAST AND 4 FEET SOUTH
 OY0016'OF THE RIGHT OF WAY FENCE CORNER AND 5.2 FEET NORTHWEST OF
 OY0016'A METAL WITNESS POST WITH SIGN ATTACHED.
 OY0016'
 OY0016'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 OY0016'20 AND 91, NORTHWEST OF IDAHO FALLS, PROCEED NORTH ALONG U.S.
 OY0016'HIGHWAY 91 FOR 2 MILES THENCE EAST ON A GRAVELED ROAD FOR 1.2
 OY0016'MILES TO THE CROSSING OF THE UNION PACIFIC TRACKS, TURN LEFT,
 OY0016'NORTH, ALONG THE EAST SIDE OF THE TRACKS FOR 0.6 MILE TO THE
 OY0016'STATION ON THE LEFT AT THE JOG OF THE RIGHT OF WAY FENCE.
 OY0016'
 OY0016'THE STATION, WITH UNDERGROUND MARK, IS A STANDARD DISK SET
 OY0016'IN A SQUARE CONCRETE POST PROJECTING 4 INCHES AND STAMPED
 OY0016'IDA 15-111 1959.
 OY0016'
 OY0016'REFERENCE MARK 1, STAMPED IDA 15-111 NO 1 1959, IS A STANDARD
 OY0016'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS
 OY0016'SET AT THE EAST END OF THE FENCE JOG, 30 FEET WEST OF THE
 OY0016'CENTER OF THE GRAVELED ROAD AND 3 FEET WEST OF THE FENCE
 OY0016'CORNER.
 OY0016'
 OY0016'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OY0016'POST PROJECTING 4 INCHES, 54 FEET WEST OF THE CENTER OF THE
 OY0016'ROAD, 48 FEET EAST OF THE EAST RAIL AND 1 FOOT WEST OF THE
 OY0016'RIGHT OF WAY FENCE.  IT IS STAMPED IDA 15-111 NO 2 1959.
 OY0016'
 OY0016'A 2-WHEEL DRIVE STATION.
 OY0016
 OY0016                          STATION RECOVERY (1963)
 OY0016
 OY0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 OY0016'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OY0016
 OY0016                          STATION RECOVERY (1967)
 OY0016
 OY0016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0016'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0016'CONDITION AND LEVELED OVER.
 OY0016'
 OY0016'TO REACH FROM THE CROSSING OF BROADWAY STREET AND THE UNION
 OY0016'PACIFIC RAILROAD AT IDAHO FALLS GO, 2.7 MILES NORTH ALONG
 OY0016'THE RAILROAD.
 OY0016'
 OY0016'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0016'IDA 15-111 1959.  50.5 FEET EAST OF THE EAST RAIL, 65 FEET
 OY0016'NORTH OF THE FOURTH TELEPHONE POLE SOUTH OF MILEPOLE 188.50,
 OY0016'5.3 FEET NORTHWEST OF A WITNESS POST, 65 FEET WEST OF THE
 OY0016'CENTER LINE OF AN ASPHALT ROAD, IN A CONCRETE POST PROJECTING
 OY0016'0.3 FOOT.
 OY0016'
 OY0016'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-111
 OY0016'NO 1 1959.  32.00 FEET EAST OF THE STATION, 82.5 FEET EAST
 OY0016'OF THE EAST RAIL, IN A CONCRETE POST PROJECTING 0.1 FOOT.
 OY0016'
 OY0016'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-111
 OY0016'NO 2 1959.  50.35 FEET SOUTH OF THE STATION, 48.3 FEET EAST OF
 OY0016'THE EAST RAIL, 61 FEET WEST OF THE CENTER LINE OF AN ASPHALT
 OY0016'ROAD, 0.8 FOOT EAST OF A FENCE, IN A CONCRETE POST PROJECTING
 OY0016'0.2 FOOT.
 OY0016'
 OY0016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2
 OY0016'MILES NORTH OF IDAHO FALLS
 OY0016
 OY0016                          STATION RECOVERY (1971)
 OY0016
 OY0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OY0016'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 862.
 OY0016'
 OY0016'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED
 OY0016'IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 OY0016'DESCRIPTION FOLLOWS.
 OY0016'
 OY0016'THE STATION IS 4 MILES NORTH OF IDAHO FALLS ON ROAD RIGHT-OF-WAY.
 OY0016'
 OY0016'TO REACH THE STATION FROM THE IDAHO FALLS POST OFFICE GO
 OY0016'SOUTH ON PARK AVENUE FOR 0.2 MILE TO BROADWAY STREET, TURN
 OY0016'RIGHT, AND GO WEST ON BROADWAY STREET FOR 0.3 MILE TO LINDSAY
 OY0016'BLVD., TURN RIGHT, AND GO NORTH ON LINDSAY BLVD., AND THE
 OY0016'MACADAM ROAD FOR 2.1 MILES TO A RAILROAD CROSSING, CONTINUE
 OY0016'NORTH ON THE MACADAM ROAD FOR 0.8 MILE TO THE STATION ON THE
 OY0016'LEFT.
 OY0016'
 OY0016'THE STATION MARK, STAMPED IDA 15-111 1959, IS A STANDARD
 OY0016'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OY0016'3 INCHES, 200 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF
 OY0016'INTERSTATE 15, 65 FEET WEST OF THE CENTER OF A MACADAM ROAD,
 OY0016'52 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 5
 OY0016'FEET SOUTHEAST OF A JOG IN THE RIGHT-OF-WAY FENCE, AND 5
 OY0016'FEET NORTHWEST OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 OY0016'
 OY0016'REFERENCE MARK NO. 1, STAMPED IDA 15-111 NO. 1 1959, IS A
 OY0016'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OY0016'PROJECTS 3 INCHES, 33 FEET WEST OF THE CENTER OF THE MACADAM
 OY0016'ROAD, 3 FEET SOUTHWEST OF THE FENCE CORNER, AND 2.5 FEET
 OY0016'NORTHWEST OF A TELEPHONE BRACE POLE.  (NOTE 11A)
 OY0016'
 OY0016'REFERENCE MARK NO. 2, STAMPED IDA 15-111 NO 2 1959, IS A
 OY0016'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OY0016'PROJECTS 3 INCHES, 62 FEET WEST OF THE CENTER OF THE MACADAM
 OY0016'ROAD, 54 FEET SOUTH OF THE FENCE CORNER, 16 FEET NORTHEAST
 OY0016'OF A TELEPHONE POLE, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 OY0016'LINE.  (NOTE 11A)
 OY0016'
 OY0016'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 62.72 FEET
 OY0016'OR 19.117 METERS.
 OY0016'
 OY0016'TRIANGULATION STATION IDAHO FALLS 2 1959 MAY BE USED FOR
 OY0016'THE AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 OY0016'
 OY0016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 OY0016'NORTH OF IDAHO FALLS
 OY0016
 OY0016                          STATION RECOVERY (1971)
 OY0016
 OY0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OY0016'4 MI N FROM IDAHO FALLS.
 OY0016'REACHED FROM THE IDAHO FALLS POST OFFICE GO SOUTH ON PARK AVENUE FOR
 OY0016'0.2 MILE TO BROADWAY STREET, TURN RIGHT, AND GO WEST ON BROADWAY
 OY0016'STREET FOR 0.3 MILE TO LINDSAY BLVD., TURN RIGHT, AND GO NORTH ON
 OY0016'LINDSAY BLVD., AND THE MACADAM ROAD FOR 2.1 MILES TO THE RAILROAD
 OY0016'CROSSING, CONTINUE NORTH ON THE MACADAM ROAD FOR 0.8 MILE TO THE BENCH
 OY0016'MARK ON THE LEFT.  IT IS 200 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE
 OY0016'FOR INTERSTATE 15, 65 FEET WEST OF THE CENTER OF THE MACADAM ROAD, 52
 OY0016'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 50.42 FEET NORTH OF
 OY0016'REFERENCE MARK NO. 2, 5 FEET SOUTHEAST OF A JOG IN THE RIGHT-OF-WAY
 OY0016'FENCE LINE, AND 5 FEET NORTHWEST OF A METAL WITNESS POST SET IN A
 OY0016'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 OY0016
 OY0016                          STATION RECOVERY (1978)
 OY0016
 OY0016'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0016'2.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING AT
 OY0016'BROADWAY STREET AT IDAHO FALLS, AT AN OFF-SET IN THE EAST RAILROAD
 OY0016'RIGHT-OF-WAY FENCE, 50.5 FEET EAST OF THE EAST RAIL 496 FEET
 OY0016'SOUTHERLY OF MILEPOLE 188.50, 65 FEET WEST OF THE CENTERLINE OF AN
 OY0016'ASPHALT ROAD (WEST RIVER ROAD) 5.5 FEET NORTHWEST OF A FENCE CORNER
 OY0016'POST, 5.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN
 OY0016'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OY0016'ABOVE GROUND.
 OY0016
 OY0016                          STATION RECOVERY (1992)
 OY0016
 OY0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0016'4.8 KM (3.00 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0016'JUNCTION OF BROADWAY STREET IN IDAHO FALLS, 18.9 M (62.0 FT) WEST OF
 OY0016'THE CENTERLINE OF RIVER ROAD, 14.7 M (48.2 FT) EAST OF THE NEAR RAIL,
 OY0016'1.7 M (5.6 FT) NORTHWEST OF A WITNESS POST, 1.5 M (4.9 FT) SOUTHEAST
 OY0016'OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, AND
 OY0016'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OY0016
 OY0016                          STATION RECOVERY (1998)
 OY0016
 OY0016'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (GDJ)
 OY0016'FROM THE INTERSECTION OF BROADWAY AND UTAH IN IDAHO FALLS, GO NORTH ON
 OY0016'WEST RIVER ROAD 4.740 KM, MARK IS ON THE LEFT AT RR MILEPOST 188.344
 OY0016'AND IS RIGHT OF I-15 MILEPOST 121.160 AND 64 M EAST OF THE EAST RIGHT
 OY0016'OF WAY FENCE.
 OY0016
 OY0016                          STATION RECOVERY (2004)
 OY0016
 OY0016'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 OY0016'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0017 ***********************************************************************
 OY0017  DESIGNATION -  IDA 15 111 RM 1
 OY0017  PID         -  OY0017
 OY0017  STATE/COUNTY-  ID/BONNEVILLE
 OY0017  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0017
 OY0017                         *CURRENT SURVEY CONTROL
 OY0017  ___________________________________________________________________
 OY0017* NAD 83(1986)-  43 31 59.     (N)    112 03 52.     (W)     SCALED    
 OY0017* NAVD 88     -      1438.824  (meters)    4720.54   (feet)  ADJUSTED  
 OY0017  ___________________________________________________________________
 OY0017  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY0017  DYNAMIC HT  -        1438.068 (meters)    4718.06  (feet)  COMP
 OY0017  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 OY0017
 OY0017  VERT ORDER  -  FIRST     CLASS II
 OY0017
 OY0017.The horizontal coordinates were scaled from a topographic map and have
 OY0017.an estimated accuracy of +/- 6 seconds.
 OY0017
 OY0017.The orthometric height was determined by differential leveling
 OY0017.and adjusted by the National Geodetic Survey in June 1991..
 OY0017.WARNING-Repeat measurements at this control monument indicate possible
 OY0017.vertical movement.
 OY0017
 OY0017.The geoid height was determined by GEOID03.
 OY0017
 OY0017.The dynamic height is computed by dividing the NAVD 88
 OY0017.geopotential number by the normal gravity value computed on the
 OY0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0017.degrees latitude (g = 980.6199 gals.).
 OY0017
 OY0017.The modeled gravity was interpolated from observed gravity values.
 OY0017
 OY0017;                    North         East    Units  Estimated Accuracy
 OY0017;SPC ID E     -   207,320.      208,260.      MT  (+/- 180 meters Scaled)
 OY0017
 OY0017                          SUPERSEDED SURVEY CONTROL
 OY0017
 OY0017  NGVD 29 (08/20/92) 1437.738  (m)         4716.98   (f) ADJUSTED    1 2
 OY0017
 OY0017.Superseded values are not recommended for survey control.
 OY0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0017.See file dsdata.txt to determine how the superseded data were derived.
 OY0017
 OY0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP139205(NAD 83)
 OY0017_MARKER: DR = REFERENCE MARK DISK
 OY0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0017_SP_SET: CONCRETE POST
 OY0017_STAMPING: IDA 15-111 NO 1 1959
 OY0017_MARK LOGO: CGS   
 OY0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0017+STABILITY: SURFACE MOTION
 OY0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0017+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2004
 OY0017
 OY0017  HISTORY     - Date     Condition        Report By
 OY0017  HISTORY     - 1959     MONUMENTED       CGS
 OY0017  HISTORY     - 1971     GOOD             NGS
 OY0017  HISTORY     - 1978     GOOD             LOCSUR
 OY0017  HISTORY     - 19920625 GOOD             NGS
 OY0017  HISTORY     - 20040813 GOOD             USPSQD
 OY0017
 OY0017                          STATION DESCRIPTION
 OY0017
 OY0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OY0017'4 MI N FROM IDAHO FALLS.
 OY0017'REACHED FROM THE IDAHO FALLS POST OFFICE GO SOUTH ON PARK AVENUE FOR
 OY0017'0.2 MILE TO BROADWAY STREET, TURN RIGHT, AND GO WEST ON BROADWAY
 OY0017'STREET FOR 0.3 MILE TO LINDSAY BLVD., TURN RIGHT, AND GO NORTH ON
 OY0017'LINDSAY BLVD., AND THE MACADAM ROAD FOR 2.1 MILES TO THE RAILROAD
 OY0017'CROSSING, CONTINUE NORTH ON THE MACADAM ROAD FOR 0.8 MILE TO THE MARK
 OY0017'ON THE LEFT, 33 FEET WEST OF THE CENTER OF THE MACADAM ROAD, 32.14
 OY0017'FEET EAST OF THE STATION MARK, 3 FEET SOUTHWEST OF A FENCE CORNER, AND
 OY0017'2.5 FEET NORTHWEST OF A TELEPHONE LINE BRACE POLE SET IN A 10-INCH
 OY0017'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 OY0017
 OY0017                          STATION RECOVERY (1978)
 OY0017
 OY0017'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0017'RECOVERED IN GOOD CONDITION.
 OY0017
 OY0017                          STATION RECOVERY (1992)
 OY0017
 OY0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0017'4.8 KM (3.00 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0017'JUNCTION OF BROADWAY STREET IN IDAHO FALLS, 25.4 M (83.3 FT) EAST OF
 OY0017'THE NEAR RAIL, 9.9 M (32.5 FT) EAST OF TRIANGULATION STATION IDA 15
 OY0017'111, 9.3 M (30.5 FT) WEST OF THE CENTERLINE OF RIVER ROAD, 1.2 M (3.9
 OY0017'FT) WEST OF A FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OY0017'TRACK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OY0017
 OY0017                          STATION RECOVERY (2004)
 OY0017
 OY0017'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 OY0017'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0015 ***********************************************************************
 OY0015  DESIGNATION -  IDA 15 111 RM 2
 OY0015  PID         -  OY0015
 OY0015  STATE/COUNTY-  ID/BONNEVILLE
 OY0015  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0015
 OY0015                         *CURRENT SURVEY CONTROL
 OY0015  ___________________________________________________________________
 OY0015* NAD 83(1986)-  43 31 59.     (N)    112 03 52.     (W)     SCALED    
 OY0015* NAVD 88     -      1438.796  (meters)    4720.45   (feet)  ADJUSTED  
 OY0015  ___________________________________________________________________
 OY0015  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY0015  DYNAMIC HT  -        1438.039 (meters)    4717.97  (feet)  COMP
 OY0015  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 OY0015
 OY0015  VERT ORDER  -  FIRST     CLASS II
 OY0015
 OY0015.The horizontal coordinates were scaled from a topographic map and have
 OY0015.an estimated accuracy of +/- 6 seconds.
 OY0015
 OY0015.The orthometric height was determined by differential leveling
 OY0015.and adjusted by the National Geodetic Survey in June 1991..
 OY0015
 OY0015.The geoid height was determined by GEOID03.
 OY0015
 OY0015.The dynamic height is computed by dividing the NAVD 88
 OY0015.geopotential number by the normal gravity value computed on the
 OY0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0015.degrees latitude (g = 980.6199 gals.).
 OY0015
 OY0015.The modeled gravity was interpolated from observed gravity values.
 OY0015
 OY0015;                    North         East    Units  Estimated Accuracy
 OY0015;SPC ID E     -   207,320.      208,260.      MT  (+/- 180 meters Scaled)
 OY0015
 OY0015                          SUPERSEDED SURVEY CONTROL
 OY0015
 OY0015  NGVD 29 (08/20/92) 1437.709  (m)         4716.88   (f) ADJUSTED    1 2
 OY0015
 OY0015.Superseded values are not recommended for survey control.
 OY0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0015.See file dsdata.txt to determine how the superseded data were derived.
 OY0015
 OY0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP139205(NAD 83)
 OY0015_MARKER: DR = REFERENCE MARK DISK
 OY0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0015_SP_SET: CONCRETE POST
 OY0015_STAMPING: IDA 15-111 NO 2 1959
 OY0015_MARK LOGO: CGS   
 OY0015_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0015+STABILITY: SURFACE MOTION
 OY0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0015+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2004
 OY0015
 OY0015  HISTORY     - Date     Condition        Report By
 OY0015  HISTORY     - 1959     MONUMENTED       CGS
 OY0015  HISTORY     - 1971     GOOD             NGS
 OY0015  HISTORY     - 1978     GOOD             LOCSUR
 OY0015  HISTORY     - 19920625 GOOD             NGS
 OY0015  HISTORY     - 20040813 GOOD             USPSQD
 OY0015
 OY0015                          STATION DESCRIPTION
 OY0015
 OY0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OY0015'4 MI N FROM IDAHO FALLS.
 OY0015'REACHED FROM THE IDAHO FALLS POST OFFICE GO SOUTH ON PARK AVENUE FOR
 OY0015'0.2 MILE TO BROADWAY STREET, TURN RIGHT, AND GO WEST ON BROADWAY
 OY0015'STREET FOR 0.3 MILE TO LINDSAY BLVD., TURN RIGHT, AND GO NORTH ON
 OY0015'LINDSAY BLVD., AND THE MACADAM ROAD FOR 2.1 MILES TO THE RAILROAD
 OY0015'CROSSING, CONTINUE NORTH ON THE MACADAM ROAD FOR 0.8 MILE TO THE MARK
 OY0015'ON THE LEFT, 62 FEET WEST OF THE CENTER OF THE MACADAM ROAD, 54 FEET
 OY0015'SOUTH OF THE FENCE CORNER, 50.42 FEET SOUTH OF THE STATION MARK, 16
 OY0015'FEET NORTHEAST OF A TELEPHONE POLE, AND 1 FOOT EAST OF THE NORTH-SOUTH
 OY0015'FENCE LINE SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 OY0015'INCHES.
 OY0015
 OY0015                          STATION RECOVERY (1978)
 OY0015
 OY0015'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0015'2.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0015'BROADWAY STREET AT IDAHO FALLS, 546 FEET SOUTH OF MILEPOST 188.50,
 OY0015'48.3 FEET EAST OF THE EAST RAIL, 50.35 FEET SOUTH OF THE STATION,
 OY0015'62.65 FEET SOUTHWEST OF R.M. 1, 61 FEET WEST OF THE CENTERLINE OF AN
 OY0015'ASPHALT ROAD (WEST RIVER ROAD) 0.8 FOOT EAST OF A FENCE, ABOUT 4 FEET
 OY0015'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OY0015'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OY0015
 OY0015                          STATION RECOVERY (1992)
 OY0015
 OY0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0015'4.8 KM (3.00 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0015'JUNCTION OF BROADWAY STREET IN IDAHO FALLS, 18.1 M (59.4 FT) WEST OF
 OY0015'THE CENTERLINE OF RIVER ROAD, 15.3 M (50.2 FT) SOUTH OF TRIANGULATION
 OY0015'STATION IDA 15 111, 14.8 M (48.6 FT) EAST OF THE NEAR RAIL, 1.0 M
 OY0015'(3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A
 OY0015'FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OY0015'SURFACE.
 OY0015
 OY0015                          STATION RECOVERY (2004)
 OY0015
 OY0015'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 OY0015'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0021 ***********************************************************************
 OY0021  DESIGNATION -  IDA 15 112
 OY0021  PID         -  OY0021
 OY0021  STATE/COUNTY-  ID/BONNEVILLE
 OY0021  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0021
 OY0021                         *CURRENT SURVEY CONTROL
 OY0021  ___________________________________________________________________
 OY0021* NAD 83(1992)-  43 34 09.75316(N)    112 03 58.95483(W)     ADJUSTED  
 OY0021* NAVD 88     -      1471.771  (meters)    4828.64   (feet)  ADJUSTED  
 OY0021  ___________________________________________________________________
 OY0021  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 OY0021  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 OY0021  DYNAMIC HT  -        1471.003 (meters)    4826.12  (feet)  COMP
 OY0021  MODELED GRAV-     980,045.6   (mgal)                       NAVD 88
 OY0021
 OY0021  HORZ ORDER  -  SECOND
 OY0021  VERT ORDER  -  FIRST     CLASS II
 OY0021
 OY0021.The horizontal coordinates were established by classical geodetic methods
 OY0021.and adjusted by the National Geodetic Survey in July 1992..
 OY0021
 OY0021.The orthometric height was determined by differential leveling
 OY0021.and adjusted by the National Geodetic Survey in June 1991..
 OY0021
 OY0021.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0021
 OY0021.The geoid height was determined by GEOID03.
 OY0021
 OY0021.The dynamic height is computed by dividing the NAVD 88
 OY0021.geopotential number by the normal gravity value computed on the
 OY0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0021.degrees latitude (g = 980.6199 gals.).
 OY0021
 OY0021.The modeled gravity was interpolated from observed gravity values.
 OY0021
 OY0021;                    North         East     Units Scale Factor Converg.
 OY0021;SPC ID E     -   211,356.800   208,101.429   MT  0.99994818   +0 04 08.8
 OY0021;UTM  12      - 4,824,598.525   413,888.037   MT  0.99969121   -0 44 06.1
 OY0021
 OY0021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0021!SPC ID E     -   0.99977109  x   0.99994818  =   0.99971928
 OY0021!UTM  12      -   0.99977109  x   0.99969121  =   0.99946237
 OY0021
 OY0021|---------------------------------------------------------------------|
 OY0021| PID    Reference Object                     Distance      Geod. Az  |
 OY0021|                                                           dddmmss.s |
 OY0021| OY0022 IDA 15 112 RM 1                      14.570 METERS 09816     |
 OY0021| OY0013 IDAHO FALLS 2                       APPROX. 5.4 KM 1741034.5 |
 OY0021| OY0020 IDA 15 112 RM 2                      13.585 METERS 27049     |
 OY0021|---------------------------------------------------------------------|
 OY0021
 OY0021                          SUPERSEDED SURVEY CONTROL
 OY0021
 OY0021  NAD 83(1986)-  43 34 09.74558(N)    112 03 58.94108(W) AD(       ) 2
 OY0021  NAD 27      -  43 34 10.06200(N)    112 03 56.04070(W) AD(       ) 2
 OY0021  NGVD 29 (??/??/92) 1470.688  (m)         4825.08   (f) ADJ UNCH    1 2
 OY0021
 OY0021.Superseded values are not recommended for survey control.
 OY0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0021.See file dsdata.txt to determine how the superseded data were derived.
 OY0021
 OY0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1388824599(NAD 83)
 OY0021_MARKER: DS = TRIANGULATION STATION DISK
 OY0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0021_STAMPING: IDA 15-112 1959
 OY0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0021+STABILITY: SURFACE MOTION
 OY0021
 OY0021  HISTORY     - Date     Condition        Report By
 OY0021  HISTORY     - 1959     MONUMENTED       CGS
 OY0021  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OY0021  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0021  HISTORY     - 1967     GOOD             NGS
 OY0021  HISTORY     - 19920625 MARK NOT FOUND   NGS
 OY0021
 OY0021                          STATION DESCRIPTION
 OY0021
 OY0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0021'THE STATION IS ABOUT 5 MILES NORTH-NORTHWEST OF IDAHO FALLS,
 OY0021'2 MILES EAST OF OSGOOD, 0.6 MILE WEST OF THE ABANDONED PAYNE
 OY0021'CHURCH, 0.8 MILE WEST OF THE ABANDONED PAYNE RAILROAD SIDING,
 OY0021'0.15 MILE SOUTH OF A EAST-WEST GRAVEL ROAD AND ON THE CREST OF
 OY0021'A RIDGE IN A WHEAT FIELD WHERE A POWER LINE CROSSES OVER.
 OY0021'
 OY0021'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 91 AND 191 AT IDAHO
 OY0021'FALLS GO WEST ON U.S. HIGHWAY 91 FOR 2.2 MILES TO THE JUNCTION
 OY0021'OF U.S. HIGHWAYS 91 AND 20.  TURN RIGHT, NORTH, ON U.S. HIGHWAY 91
 OY0021'AND GO 4.9 MILES TO A CROSS ROAD, (ROAD LEADING WEST GOES TO
 OY0021'OSGOOD).  TURN RIGHT, EAST, ON GRAVEL ROAD AND GO 0.9 MILE TO THE
 OY0021'CREST OF A RIDGE, FARM CROSS ROAD AND A SMALL IRRIGATION DITCH
 OY0021'ON THE RIGHT.  TURN RIGHT, SOUTH, ON DIRT ROAD ALONG THE EAST
 OY0021'SIDE OF THE IRRIGATION DITCH FOR 0.05 MILE, THENCE 0.1 MILE
 OY0021'SOUTH UP THE NORTH SLOPE OF RIDGE TO A POWER LINE AND
 OY0021'STATION.  NOTE--THE LAST 0.1 MILE OF THE TO REACH IS ACROSS A
 OY0021'WHEAT FIELD WHICH HAD BEEN HARVESTED AT THIS TIME.  TO
 OY0021'REACH IF THE WHEAT FIELD IS UNDER CULTIVATION FOLLOW THE
 OY0021'SMALL IRRIGATION DITCH SOUTH-SOUTHWEST 0.2 MILE TO THE POWER
 OY0021'LINE, THENCE 0.1 MILE NORTH ALONG THE POWER LINE ROAD TO
 OY0021'THE STATION.
 OY0021'
 OY0021'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-112 1959,
 OY0021'IS A STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING
 OY0021'3 INCHES, 11 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD, 9.5
 OY0021'FEET SOUTHEAST OF A POWER POLE AND 5.4 FEET EAST OF A METAL
 OY0021'WITNESS POST WITH SIGN.
 OY0021'
 OY0021'REFERENCE MARK NO. 1, STAMPED IDA 15-112 NO 1 1959, IS A STANDARD
 OY0021'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES, 7-1/2
 OY0021'FEET NORTH OF THE CENTERLINE OF A TRACK ROAD, 1.4 FEET NORTH OF A
 OY0021'IRRIGATION PIPELINE CONNECTION AND ABOUT THE SAME ELEVATION
 OY0021'AS THE STATION.
 OY0021'
 OY0021'REFERENCE MARK NO. 2, STAMPED IDA 15-112 NO 2 1959, IS A STANDARD
 OY0021'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES, 7-1/2
 OY0021'FEET NORTH OF THE CENTERLINE OF A TRACK ROAD AND ABOUT 6 INCHES
 OY0021'LOWER THAN THE STATION.
 OY0021'
 OY0021'2-WHEEL DRIVE
 OY0021
 OY0021                          STATION RECOVERY (1963)
 OY0021
 OY0021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 OY0021'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OY0021
 OY0021                          STATION RECOVERY (1967)
 OY0021
 OY0021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0021'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0021'CONDITION AND LEVELED OVER.
 OY0021'
 OY0021'TO REACH FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD
 OY0021'AND BROADWAY STREET AT IDAHO FALLS, GO 5.3 MILES NORTH ALONG
 OY0021'THE RAILROAD, THENCE 0.7 MILE WEST ALONG OSGOOD-PAYNE ROAD, THENCE
 OY0021'0.15 MILE SOUTH ACROSS COUNTRY.
 OY0021'
 OY0021'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0021'IDA 15-112 1959.  IN LINE WITH AN EAST-WEST POWER LINE, 9
 OY0021'FEET EAST-SOUTHEAST OF THE FIRST POLE SUPPORTING THREE
 OY0021'TRANSFORMERS, 1.4 FEET SOUTH OF A WITNESS POST, IN A CONCRETE POST
 OY0021'PROJECTING 0.3 FOOT.
 OY0021'
 OY0021'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15- 12
 OY0021'NO 1 1959.  47.79 FEET EAST OF THE STATION, IN A CONCRETE POST
 OY0021'PROJECTING 0.4 FOOT.
 OY0021'
 OY0021'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-112
 OY0021'NO 2 1959.  44.51 FEET WEST OF THE STATION, IN THE TOP OF A
 OY0021'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OY0021'
 OY0021'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 OY0021'MILES NORTH OF IDAHO FALLS.
 OY0021
 OY0021                          STATION RECOVERY (1967)
 OY0021
 OY0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0021'6.15 MI N FROM IDAHO FALLS.
 OY0021'5.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0021'BROADWAY STREET AT IDAHO FALLS, THENCE 0.7 MILE WEST ALONG
 OY0021'OSGOOD-PAYNE ROAD, THENCE 0.15 MILE SOUTH ACROSS COUNTRY, 1 POLE EAST
 OY0021'OF A POWER POLE SUPPORTING THREE TRANSFORMERS, IN LINE WITH AN
 OY0021'EASTWEST POWER LINE, 9 FEET EAST-SOUTHEAST OF THE FIRST POLE EAST OF
 OY0021'THE POLE WITH THREE TRANSFORMERS, 44.51 FEET EAST OF R.M. 2, 47.79
 OY0021'FEET WEST OF R.M. 1, 1.4 FEET SOUTH OF A WITNESS POST, AND SET IN THE
 OY0021'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OY0021
 OY0021                          STATION RECOVERY (1992)
 OY0021
 OY0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0021'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0022 ***********************************************************************
 OY0022  DESIGNATION -  IDA 15 112 RM 1
 OY0022  PID         -  OY0022
 OY0022  STATE/COUNTY-  ID/BONNEVILLE
 OY0022  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0022
 OY0022                         *CURRENT SURVEY CONTROL
 OY0022  ___________________________________________________________________
 OY0022* NAD 83(1986)-  43 34 11.     (N)    112 03 57.     (W)     SCALED    
 OY0022* NAVD 88     -      1471.887  (meters)    4829.02   (feet)  ADJUSTED  
 OY0022  ___________________________________________________________________
 OY0022  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 OY0022  DYNAMIC HT  -        1471.119 (meters)    4826.50  (feet)  COMP
 OY0022  MODELED GRAV-     980,045.7   (mgal)                       NAVD 88
 OY0022
 OY0022  VERT ORDER  -  FIRST     CLASS II
 OY0022
 OY0022.The horizontal coordinates were scaled from a topographic map and have
 OY0022.an estimated accuracy of +/- 6 seconds.
 OY0022
 OY0022.The orthometric height was determined by differential leveling
 OY0022.and adjusted by the National Geodetic Survey in June 1991..
 OY0022
 OY0022.The geoid height was determined by GEOID03.
 OY0022
 OY0022.The dynamic height is computed by dividing the NAVD 88
 OY0022.geopotential number by the normal gravity value computed on the
 OY0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0022.degrees latitude (g = 980.6199 gals.).
 OY0022
 OY0022.The modeled gravity was interpolated from observed gravity values.
 OY0022
 OY0022;                    North         East    Units  Estimated Accuracy
 OY0022;SPC ID E     -   211,400.      208,150.      MT  (+/- 180 meters Scaled)
 OY0022
 OY0022                          SUPERSEDED SURVEY CONTROL
 OY0022
 OY0022  NGVD 29 (??/??/92) 1470.804  (m)         4825.46   (f) ADJ UNCH    1 2
 OY0022
 OY0022.Superseded values are not recommended for survey control.
 OY0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0022.See file dsdata.txt to determine how the superseded data were derived.
 OY0022
 OY0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP139246(NAD 83)
 OY0022_MARKER: DR = REFERENCE MARK DISK
 OY0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0022_STAMPING: IDA 15-112 NO 1 1959
 OY0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0022+STABILITY: SURFACE MOTION
 OY0022
 OY0022  HISTORY     - Date     Condition        Report By
 OY0022  HISTORY     - 1959     MONUMENTED       CGS
 OY0022  HISTORY     - 1962     GOOD             NGS
 OY0022  HISTORY     - 19920625 MARK NOT FOUND   NGS
 OY0022
 OY0022                          STATION DESCRIPTION
 OY0022
 OY0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OY0022'6.15 MI N FROM IDAHO FALLS.
 OY0022'5.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0022'BROADWAY STREET AT IDAHO FALLS, THENCE 0.7 MILE WEST ALONG
 OY0022'OSGOOD-PAYNE ROAD, THENCE 0.15 MILE ACROSS COUNTRY, 47.79 FEET EAST OF
 OY0022'THE STATION, 56 1/2 FEET EAST OF THE FIRST POWER POLE EAST OF A POLE
 OY0022'SUPPORTING THREE TRANSFORMERS, 1.5 FEET NORTH OF THE CENTER OF AN
 OY0022'IRRIGATION VALVE, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF
 OY0022'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0022
 OY0022                          STATION RECOVERY (1992)
 OY0022
 OY0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0022'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0020 ***********************************************************************
 OY0020  DESIGNATION -  IDA 15 112 RM 2
 OY0020  PID         -  OY0020
 OY0020  STATE/COUNTY-  ID/BONNEVILLE
 OY0020  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0020
 OY0020                         *CURRENT SURVEY CONTROL
 OY0020  ___________________________________________________________________
 OY0020* NAD 83(1986)-  43 34 11.     (N)    112 03 57.     (W)     SCALED    
 OY0020* NAVD 88     -      1471.398  (meters)    4827.41   (feet)  ADJUSTED  
 OY0020  ___________________________________________________________________
 OY0020  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 OY0020  DYNAMIC HT  -        1470.630 (meters)    4824.89  (feet)  COMP
 OY0020  MODELED GRAV-     980,045.7   (mgal)                       NAVD 88
 OY0020
 OY0020  VERT ORDER  -  FIRST     CLASS II
 OY0020
 OY0020.The horizontal coordinates were scaled from a topographic map and have
 OY0020.an estimated accuracy of +/- 6 seconds.
 OY0020
 OY0020.The orthometric height was determined by differential leveling
 OY0020.and adjusted by the National Geodetic Survey in June 1991..
 OY0020
 OY0020.The geoid height was determined by GEOID03.
 OY0020
 OY0020.The dynamic height is computed by dividing the NAVD 88
 OY0020.geopotential number by the normal gravity value computed on the
 OY0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0020.degrees latitude (g = 980.6199 gals.).
 OY0020
 OY0020.The modeled gravity was interpolated from observed gravity values.
 OY0020
 OY0020;                    North         East    Units  Estimated Accuracy
 OY0020;SPC ID E     -   211,400.      208,150.      MT  (+/- 180 meters Scaled)
 OY0020
 OY0020                          SUPERSEDED SURVEY CONTROL
 OY0020
 OY0020  NGVD 29 (??/??/92) 1470.315  (m)         4823.86   (f) ADJ UNCH    1 2
 OY0020
 OY0020.Superseded values are not recommended for survey control.
 OY0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0020.See file dsdata.txt to determine how the superseded data were derived.
 OY0020
 OY0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP139246(NAD 83)
 OY0020_MARKER: DR = REFERENCE MARK DISK
 OY0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0020_STAMPING: IDA 15-112 NO 2 1959
 OY0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0020+STABILITY: SURFACE MOTION
 OY0020
 OY0020  HISTORY     - Date     Condition        Report By
 OY0020  HISTORY     - 1959     MONUMENTED       CGS
 OY0020  HISTORY     - 1967     GOOD             NGS
 OY0020  HISTORY     - 19920625 MARK NOT FOUND   NGS
 OY0020
 OY0020                          STATION DESCRIPTION
 OY0020
 OY0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0020'6.15 MI N FROM IDAHO FALLS.
 OY0020'5.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0020'BROADWAY STREET AT IDAHO FALLS, THENCE 0.7 MILE WEST ALONG
 OY0020'OSGOOD-PAYNE ROAD, THENCE 0.15 MILE SOUTH ACROSS COUNTRY, 44.51 FEET
 OY0020'WEST OF THE STATION, 36 FEET WEST OF THE FIRST POWER POLE EAST OF A
 OY0020'POLE SUPPORTING THREE TRANSFORMERS, 28.6 FEET EAST OF THE CENTER OF AN
 OY0020'IRRIGATION VALVE, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF
 OY0020'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OY0020
 OY0020                          STATION RECOVERY (1992)
 OY0020
 OY0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0020'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0027 ***********************************************************************
 OY0027  DESIGNATION -  IDA 15 113
 OY0027  PID         -  OY0027
 OY0027  STATE/COUNTY-  ID/BONNEVILLE
 OY0027  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0027
 OY0027                         *CURRENT SURVEY CONTROL
 OY0027  ___________________________________________________________________
 OY0027* NAD 83(1992)-  43 35 29.55773(N)    112 04 15.79894(W)     ADJUSTED  
 OY0027* NAVD 88     -      1472.136  (meters)    4829.83   (feet)  ADJUSTED  
 OY0027  ___________________________________________________________________
 OY0027  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 OY0027  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 OY0027  DYNAMIC HT  -        1471.372 (meters)    4827.33  (feet)  COMP
 OY0027  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 OY0027
 OY0027  HORZ ORDER  -  THIRD
 OY0027  VERT ORDER  -  FIRST     CLASS II
 OY0027
 OY0027.The horizontal coordinates were established by classical geodetic methods
 OY0027.and adjusted by the National Geodetic Survey in July 1992..
 OY0027
 OY0027.The orthometric height was determined by differential leveling
 OY0027.and adjusted by the National Geodetic Survey in June 1991..
 OY0027.WARNING-Repeat measurements at this control monument indicate possible
 OY0027.vertical movement.
 OY0027
 OY0027.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0027
 OY0027.The geoid height was determined by GEOID03.
 OY0027
 OY0027.The dynamic height is computed by dividing the NAVD 88
 OY0027.geopotential number by the normal gravity value computed on the
 OY0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0027.degrees latitude (g = 980.6199 gals.).
 OY0027
 OY0027.The modeled gravity was interpolated from observed gravity values.
 OY0027
 OY0027;                    North         East     Units Scale Factor Converg.
 OY0027;SPC ID E     -   213,819.173   207,720.634   MT  0.99994810   +0 03 57.3
 OY0027;UTM  12      - 4,827,065.368   413,541.934   MT  0.99969194   -0 44 18.8
 OY0027
 OY0027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0027!SPC ID E     -   0.99977102  x   0.99994810  =   0.99971914
 OY0027!UTM  12      -   0.99977102  x   0.99969194  =   0.99946303
 OY0027
 OY0027:                Primary Azimuth Mark                     Grid Az
 OY0027:SPC ID E     -  IDA 15 112                               171 12 32.7
 OY0027:UTM  12      -  IDA 15 112                               172 00 48.8
 OY0027
 OY0027|---------------------------------------------------------------------|
 OY0027| PID    Reference Object                     Distance      Geod. Az  |
 OY0027|                                                           dddmmss.s |
 OY0027| OY0021 IDA 15 112                          APPROX. 2.5 KM 1711630.0 |
 OY0027| OY0028 IDA 15 113 RM 1                      14.086 METERS 17722     |
 OY0027| OY0026 IDA 15 113 RM 2                      15.705 METERS 27912     |
 OY0027|---------------------------------------------------------------------|
 OY0027
 OY0027                          SUPERSEDED SURVEY CONTROL
 OY0027
 OY0027  NAD 83(1986)-  43 35 29.55027(N)    112 04 15.78527(W) AD(       ) 3
 OY0027  NAD 27      -  43 35 29.86820(N)    112 04 12.88510(W) AD(       ) 3
 OY0027  NGVD 29 (??/??/92) 1471.056  (m)         4826.29   (f) ADJ UNCH    1 2
 OY0027
 OY0027.Superseded values are not recommended for survey control.
 OY0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0027.See file dsdata.txt to determine how the superseded data were derived.
 OY0027
 OY0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1354227065(NAD 83)
 OY0027_MARKER: DS = TRIANGULATION STATION DISK
 OY0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0027_STAMPING: IDA 15-113 1959
 OY0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0027+STABILITY: SURFACE MOTION
 OY0027
 OY0027  HISTORY     - Date     Condition        Report By
 OY0027  HISTORY     - 1959     MONUMENTED       CGS
 OY0027  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0027  HISTORY     - 1967     GOOD             NGS
 OY0027
 OY0027                          STATION DESCRIPTION
 OY0027
 OY0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0027'THE STATION IS ABOUT 7-1/2 MILES NORTH-NORTHWEST OF IDAHO
 OY0027'FALLS, 0.6 MILE EAST OF U.S. HIGHWAY 91, ON THE EAST EDGE OF
 OY0027'A HIGH BENCH AND AT THE NORTHEAST EDGE OF A CULTIVATED FIELD.
 OY0027'
 OY0027'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 91 AND 191 AT
 OY0027'IDAHO FALLS GO WEST ON U.S. HIGHWAY 91 FOR 2.2 MILES TO THE
 OY0027'JUNCTION OF U.S. HIGHWAYS 91 AND 20.  TURN RIGHT, NORTH,
 OY0027'ON U.S. HIGHWAY 91 AND GO 7.0 MILES TO A CROSS ROAD AND THE
 OY0027'OSGOOD SUB-STATION OF THE UTAH POWER AND LIGHT CO. ON THE LEFT.
 OY0027'TURN RIGHT, EAST, ON GRAVEL ROAD AND GO 0.7 MILE TO A PRIVATE
 OY0027'ROADWAY JUST EAST OF A CANAL.  TURN RIGHT, SOUTH AND SOUTHWEST,
 OY0027'ALONG THE EAST SIDE OF THE CANAL AND GO 0.3 MILE TO A GROUP
 OY0027'OF RANCH BUILDINGS IN A DRAW.  TAKE ROAD SOUTHERLY UP DRAW
 OY0027'PASSING BETWEEN A BARN AND POTATOE CELLAR AND GO 0.15 MILE
 OY0027'TO A GATE AND THE STATION ON THE LEFT.
 OY0027'
 OY0027'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-113 1959,
 OY0027'IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 OY0027'6 INCHES, 13-1/2 FEET EAST OF THE CENTER OF A FARM ROAD, 11
 OY0027'FEET SOUTHWEST OF A FENCE CORNER AND 3.4 FEET EAST OF A METAL
 OY0027'WITNESS POST WITH SIGN.
 OY0027'
 OY0027'REFERENCE MARK NO. 1, STAMPED IDA 15-113 NO 1 1959, IS A STANDARD
 OY0027'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES,
 OY0027'9 FEET EAST OF THE CENTER OF A FARM ROAD AND 10 INCHES WEST OF A
 OY0027'NORTH-SOUTH FENCE LINE.
 OY0027'
 OY0027'REFERENCE MARK NO. 2, STAMPED IDA 15-113 NO 2 1959, IS A STANDARD
 OY0027'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES,
 OY0027'36 FEET WEST OF A FARM ROAD AND 14 INCHES SOUTH OF A EAST-WEST
 OY0027'FENCE LINE.
 OY0027'
 OY0027'2-WHEEL DRIVE
 OY0027
 OY0027                          STATION RECOVERY (1967)
 OY0027
 OY0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0027'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0027'CONDITION AND LEVELED OVER.
 OY0027'
 OY0027'TO REACH FROM THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND
 OY0027'BROADWAY STREET AT IDAHO FALLS GO, 7.1 MILES NORTH ALONG THE
 OY0027'RAILROAD, THENCE 0.45 MILE WEST ALONG A GRAVELED ROAD, THENCE
 OY0027'0.4 MILE SOUTH ALONG A PRIVATE ROAD.
 OY0027'
 OY0027'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0027'IDA 15-113 1959.  AT THE SUMMIT OF A HILL, NEAR A LINE TREE,
 OY0027'14-1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 9 FEET
 OY0027'SOUTHEAST OF THE EAST END OF A GATE, 6.1 FEET SOUTH OF A WITNESS
 OY0027'POST, IN A CONCRETE POST PROJECTING 0.4 FOOT.
 OY0027'
 OY0027'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-113 NO 1
 OY0027'1959.  46.17 FEET SOUTH-SOUTHEAST OF THE STATION, 9-1/2 FEET EAST
 OY0027'OF THE CENTER LINE OF THE ROAD, IN A CONCRETE POST PROJECTING 0.4
 OY0027'FOOT.
 OY0027'
 OY0027'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-113
 OY0027'NO 2 1959.  51.58 FEET WEST OF THE STATION, 34 FEET WEST OF THE
 OY0027'CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF A FENCE, IN A CONCRETE
 OY0027'POST PROJECTING 0.7 FOOT.
 OY0027'
 OY0027'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 OY0027'NORTH OF IDAHO FALLS
 OY0027
 OY0027                          STATION RECOVERY (1967)
 OY0027
 OY0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0027'7.95 MI N FROM IDAHO FALLS.
 OY0027'7.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0027'BROADWAY STREET AT IDAHO FALLS, THENCE 0.45 MILE WEST ALONG A GRAVELED
 OY0027'ROAD, THENCE 0.4 MILE SOUTH ALONG A PRIVATE ROAD, AT THE SUMMIT OF A
 OY0027'HILL, NEAR A LONE TREE, 14 1/2 FEET EAST OF THE CENTER LINE OF THE
 OY0027'ROAD, 46.17 FEET NORTH-NORTHWEST OF R.M. 1, 51.58 FEET EAST OF R.M. 2,
 OY0027'10 1/2 FEET SOUTHWEST OF A FENCE CORNER, 9 FEET SOUTHEAST OF THE EAST
 OY0027'END OF A GATE, 6.0 FEET SOUTH OF A FENCE, 6.1 FEET SOUTH OF A WITNESS
 OY0027'POST, ABOUT 2 FEET HIGER THAN THE ROAD, AND SET IN THE TOP OF A
 OY0027'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0028 ***********************************************************************
 OY0028  DESIGNATION -  IDA 15 113 RM 1
 OY0028  PID         -  OY0028
 OY0028  STATE/COUNTY-  ID/BONNEVILLE
 OY0028  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0028
 OY0028                         *CURRENT SURVEY CONTROL
 OY0028  ___________________________________________________________________
 OY0028* NAD 83(1986)-  43 35 32.     (N)    112 04 20.     (W)     SCALED    
 OY0028* NAVD 88     -      1472.407  (meters)    4830.72   (feet)  ADJUSTED  
 OY0028  ___________________________________________________________________
 OY0028  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 OY0028  DYNAMIC HT  -        1471.644 (meters)    4828.22  (feet)  COMP
 OY0028  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 OY0028
 OY0028  VERT ORDER  -  FIRST     CLASS II
 OY0028
 OY0028.The horizontal coordinates were scaled from a topographic map and have
 OY0028.an estimated accuracy of +/- 6 seconds.
 OY0028
 OY0028.The orthometric height was determined by differential leveling
 OY0028.and adjusted by the National Geodetic Survey in June 1991..
 OY0028.WARNING-Repeat measurements at this control monument indicate possible
 OY0028.vertical movement.
 OY0028
 OY0028.The geoid height was determined by GEOID03.
 OY0028
 OY0028.The dynamic height is computed by dividing the NAVD 88
 OY0028.geopotential number by the normal gravity value computed on the
 OY0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0028.degrees latitude (g = 980.6199 gals.).
 OY0028
 OY0028.The modeled gravity was interpolated from observed gravity values.
 OY0028
 OY0028;                    North         East    Units  Estimated Accuracy
 OY0028;SPC ID E     -   213,890.      207,630.      MT  (+/- 180 meters Scaled)
 OY0028
 OY0028                          SUPERSEDED SURVEY CONTROL
 OY0028
 OY0028  NGVD 29 (??/??/92) 1471.328  (m)         4827.18   (f) ADJ UNCH    1 2
 OY0028
 OY0028.Superseded values are not recommended for survey control.
 OY0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0028.See file dsdata.txt to determine how the superseded data were derived.
 OY0028
 OY0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP134271(NAD 83)
 OY0028_MARKER: DR = REFERENCE MARK DISK
 OY0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0028_STAMPING: IDA 15-113 NO 1 1959
 OY0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0028+STABILITY: SURFACE MOTION
 OY0028
 OY0028  HISTORY     - Date     Condition        Report By
 OY0028  HISTORY     - 1959     MONUMENTED       CGS
 OY0028  HISTORY     - 1967     GOOD             NGS
 OY0028
 OY0028                          STATION DESCRIPTION
 OY0028
 OY0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0028'7.95 MI N FROM IDAHO FALLS.
 OY0028'7.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0028'BROADWAY STREET AT IDAHO FALLS, THENCE 0.45 MILE WEST ALONG A GRAVELED
 OY0028'ROAD, THENCE 0.4 MILE SOUTH ALONG A PRIVATE ROAD, AT THE SUMMIT OF A
 OY0028'HILL, 9 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 46.17 FEET
 OY0028'SOUTH-SOUTHEAST OF THE STATION, 52 1/2 FEET SOUTH OF A FENCE CORNER,
 OY0028'0.7 FOOT WEST OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET
 OY0028'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0026 ***********************************************************************
 OY0026  DESIGNATION -  IDA 15 113 RM 2
 OY0026  PID         -  OY0026
 OY0026  STATE/COUNTY-  ID/BONNEVILLE
 OY0026  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0026
 OY0026                         *CURRENT SURVEY CONTROL
 OY0026  ___________________________________________________________________
 OY0026* NAD 83(1986)-  43 35 32.     (N)    112 04 22.     (W)     SCALED    
 OY0026* NAVD 88     -      1472.713  (meters)    4831.73   (feet)  ADJUSTED  
 OY0026  ___________________________________________________________________
 OY0026  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 OY0026  DYNAMIC HT  -        1471.950 (meters)    4829.22  (feet)  COMP
 OY0026  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 OY0026
 OY0026  VERT ORDER  -  FIRST     CLASS II
 OY0026
 OY0026.The horizontal coordinates were scaled from a topographic map and have
 OY0026.an estimated accuracy of +/- 6 seconds.
 OY0026
 OY0026.The orthometric height was determined by differential leveling
 OY0026.and adjusted by the National Geodetic Survey in June 1991..
 OY0026
 OY0026.The geoid height was determined by GEOID03.
 OY0026
 OY0026.The dynamic height is computed by dividing the NAVD 88
 OY0026.geopotential number by the normal gravity value computed on the
 OY0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0026.degrees latitude (g = 980.6199 gals.).
 OY0026
 OY0026.The modeled gravity was interpolated from observed gravity values.
 OY0026
 OY0026;                    North         East    Units  Estimated Accuracy
 OY0026;SPC ID E     -   213,890.      207,580.      MT  (+/- 180 meters Scaled)
 OY0026
 OY0026                          SUPERSEDED SURVEY CONTROL
 OY0026
 OY0026  NGVD 29 (??/??/92) 1471.634  (m)         4828.19   (f) ADJ UNCH    1 2
 OY0026
 OY0026.Superseded values are not recommended for survey control.
 OY0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0026.See file dsdata.txt to determine how the superseded data were derived.
 OY0026
 OY0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP134271(NAD 83)
 OY0026_MARKER: DR = REFERENCE MARK DISK
 OY0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0026_STAMPING: IDA 15-113 NO 2 1959
 OY0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0026+STABILITY: SURFACE MOTION
 OY0026
 OY0026  HISTORY     - Date     Condition        Report By
 OY0026  HISTORY     - 1959     MONUMENTED       CGS
 OY0026  HISTORY     - 1967     GOOD             NGS
 OY0026
 OY0026                          STATION DESCRIPTION
 OY0026
 OY0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0026'7.95 MI N FROM IDAHO FALLS.
 OY0026'7.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0026'BROADWAY STREET AT IDAHO FALLS, THENCE 0.45 MILE WEST ALONG A GRAVELED
 OY0026'ROAD, THENCE 0.4 MILE SOUTH ALONG A PRIVATE ROAD, AT THE SUMMIT OF A
 OY0026'HILL, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 51.58 FEET WEST OF
 OY0026'THE STATION, 26 FEET WEST OF THE WEST END OF A GATE, 1.0 FOOT SOUTH OF
 OY0026'A FENCE, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 OY0026'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0032 ***********************************************************************
 OY0032  DESIGNATION -  IDA 15 114 RM 1
 OY0032  PID         -  OY0032
 OY0032  STATE/COUNTY-  ID/JEFFERSON
 OY0032  USGS QUAD   -  LEWISVILLE (1979)
 OY0032
 OY0032                         *CURRENT SURVEY CONTROL
 OY0032  ___________________________________________________________________
 OY0032* NAD 83(1986)-  43 37 34.     (N)    112 04 59.     (W)     SCALED    
 OY0032* NAVD 88     -      1472.183  (meters)    4829.99   (feet)  ADJUSTED  
 OY0032  ___________________________________________________________________
 OY0032  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 OY0032  DYNAMIC HT  -        1471.430 (meters)    4827.52  (feet)  COMP
 OY0032  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 OY0032
 OY0032  VERT ORDER  -  FIRST     CLASS II
 OY0032
 OY0032.The horizontal coordinates were scaled from a topographic map and have
 OY0032.an estimated accuracy of +/- 6 seconds.
 OY0032
 OY0032.The orthometric height was determined by differential leveling
 OY0032.and adjusted by the National Geodetic Survey in June 1991..
 OY0032
 OY0032.The geoid height was determined by GEOID03.
 OY0032
 OY0032.The dynamic height is computed by dividing the NAVD 88
 OY0032.geopotential number by the normal gravity value computed on the
 OY0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0032.degrees latitude (g = 980.6199 gals.).
 OY0032
 OY0032.The modeled gravity was interpolated from observed gravity values.
 OY0032
 OY0032;                    North         East    Units  Estimated Accuracy
 OY0032;SPC ID E     -   217,660.      206,750.      MT  (+/- 180 meters Scaled)
 OY0032
 OY0032                          SUPERSEDED SURVEY CONTROL
 OY0032
 OY0032  NGVD 29 (??/??/92) 1471.108  (m)         4826.46   (f) ADJ UNCH    1 2
 OY0032
 OY0032.Superseded values are not recommended for survey control.
 OY0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0032.See file dsdata.txt to determine how the superseded data were derived.
 OY0032
 OY0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP126309(NAD 83)
 OY0032_MARKER: DR = REFERENCE MARK DISK
 OY0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0032+STABILITY: SURFACE MOTION
 OY0032
 OY0032  HISTORY     - Date     Condition        Report By
 OY0032  HISTORY     - 1959     MONUMENTED       CGS
 OY0032  HISTORY     - 1967     MARK NOT FOUND   NGS
 OY0032
 OY0032                          STATION DESCRIPTION
 OY0032
 OY0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0032'7.3 MI SE FROM ROBERTS.
 OY0032'7.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0032'AT ROBERTS TO THE JEFFERSON-BONNEVILLE COUNTY LINE, THENCE 0.3 MILE
 OY0032'SOUTHWEST OF GRAVEL ROAD, THENCE 500 FEET NORTH TO THE SUMMIT OF A
 OY0032'HILL AND POWER LINE, 85.41 FEET NORTH OF THE STATION MARK, 2 FEET WEST
 OY0032'OF A POWER POLE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 5
 OY0032'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0033 ***********************************************************************
 OY0033  DESIGNATION -  IDA 15 114 RM 2
 OY0033  PID         -  OY0033
 OY0033  STATE/COUNTY-  ID/JEFFERSON
 OY0033  USGS QUAD   -  LEWISVILLE (1979)
 OY0033
 OY0033                         *CURRENT SURVEY CONTROL
 OY0033  ___________________________________________________________________
 OY0033* NAD 83(1986)-  43 37 34.     (N)    112 04 59.     (W)     SCALED    
 OY0033* NAVD 88     -      1471.129  (meters)    4826.53   (feet)  ADJUSTED  
 OY0033  ___________________________________________________________________
 OY0033  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 OY0033  DYNAMIC HT  -        1470.376 (meters)    4824.06  (feet)  COMP
 OY0033  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 OY0033
 OY0033  VERT ORDER  -  FIRST     CLASS II
 OY0033
 OY0033.The horizontal coordinates were scaled from a topographic map and have
 OY0033.an estimated accuracy of +/- 6 seconds.
 OY0033
 OY0033.The orthometric height was determined by differential leveling
 OY0033.and adjusted by the National Geodetic Survey in June 1991..
 OY0033
 OY0033.The geoid height was determined by GEOID03.
 OY0033
 OY0033.The dynamic height is computed by dividing the NAVD 88
 OY0033.geopotential number by the normal gravity value computed on the
 OY0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0033.degrees latitude (g = 980.6199 gals.).
 OY0033
 OY0033.The modeled gravity was interpolated from observed gravity values.
 OY0033
 OY0033;                    North         East    Units  Estimated Accuracy
 OY0033;SPC ID E     -   217,660.      206,750.      MT  (+/- 180 meters Scaled)
 OY0033
 OY0033                          SUPERSEDED SURVEY CONTROL
 OY0033
 OY0033  NGVD 29 (??/??/92) 1470.053  (m)         4823.00   (f) ADJ UNCH    1 2
 OY0033
 OY0033.Superseded values are not recommended for survey control.
 OY0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0033.See file dsdata.txt to determine how the superseded data were derived.
 OY0033
 OY0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP126309(NAD 83)
 OY0033_MARKER: DR = REFERENCE MARK DISK
 OY0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0033+STABILITY: SURFACE MOTION
 OY0033
 OY0033  HISTORY     - Date     Condition        Report By
 OY0033  HISTORY     - 1959     MONUMENTED       CGS
 OY0033  HISTORY     - 1967     MARK NOT FOUND   NGS
 OY0033
 OY0033                          STATION DESCRIPTION
 OY0033
 OY0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0033'7.3 MI SE FROM ROBERTS.
 OY0033'7.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0033'AT ROBERTS TO THE JEFFERSON-BONNEVILLE COUNTY LINE, THENCE 0.3 MILE
 OY0033'SOUTHWEST ON GRAVEL ROAD, THENCE 500 FEET NORTH TO THE SUMMIT OF A
 OY0033'HILL AND POWER LINE, 86.21 FEET SOUTHEAST OF THE STATION MARK, 2 FEET
 OY0033'SOUTH IF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL POST
 OY0033'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0037 ***********************************************************************
 OY0037  DESIGNATION -  IDA 15 115
 OY0037  PID         -  OY0037
 OY0037  STATE/COUNTY-  ID/JEFFERSON
 OY0037  USGS QUAD   -  LEWISVILLE (1979)
 OY0037
 OY0037                         *CURRENT SURVEY CONTROL
 OY0037  ___________________________________________________________________
 OY0037* NAD 83(1992)-  43 39 10.91486(N)    112 05 48.55683(W)     ADJUSTED  
 OY0037* NAVD 88     -      1458.937  (meters)    4786.53   (feet)  ADJUSTED  
 OY0037  ___________________________________________________________________
 OY0037  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 OY0037  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 OY0037  DYNAMIC HT  -        1458.200 (meters)    4784.11  (feet)  COMP
 OY0037  MODELED GRAV-     980,062.6   (mgal)                       NAVD 88
 OY0037
 OY0037  HORZ ORDER  -  THIRD
 OY0037  VERT ORDER  -  FIRST     CLASS II
 OY0037
 OY0037.The horizontal coordinates were established by classical geodetic methods
 OY0037.and adjusted by the National Geodetic Survey in July 1992..
 OY0037
 OY0037.The orthometric height was determined by differential leveling
 OY0037.and adjusted by the National Geodetic Survey in June 1991..
 OY0037.WARNING-Repeat measurements at this control monument indicate possible
 OY0037.vertical movement.
 OY0037
 OY0037.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0037
 OY0037.The geoid height was determined by GEOID03.
 OY0037
 OY0037.The dynamic height is computed by dividing the NAVD 88
 OY0037.geopotential number by the normal gravity value computed on the
 OY0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0037.degrees latitude (g = 980.6199 gals.).
 OY0037
 OY0037.The modeled gravity was interpolated from observed gravity values.
 OY0037
 OY0037;                    North         East     Units Scale Factor Converg.
 OY0037;SPC ID E     -   220,648.369   205,634.274   MT  0.99994776   +0 02 53.6
 OY0037;UTM  12      - 4,833,921.458   411,552.224   MT  0.99969622   -0 45 25.8
 OY0037
 OY0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0037!SPC ID E     -   0.99977308  x   0.99994776  =   0.99972085
 OY0037!UTM  12      -   0.99977308  x   0.99969622  =   0.99946937
 OY0037
 OY0037|---------------------------------------------------------------------|
 OY0037| PID    Reference Object                     Distance      Geod. Az  |
 OY0037|                                                           dddmmss.s |
 OY0037| OY0038 IDA 15 115 RM 1                      25.143 METERS 07821     |
 OY0037| OY0039 IDA 15 115 RM 2                      21.803 METERS 14428     |
 OY0037| OY0031 IDA 15 114                          APPROX. 3.2 KM 1560737.2 |
 OY0037|---------------------------------------------------------------------|
 OY0037
 OY0037                          SUPERSEDED SURVEY CONTROL
 OY0037
 OY0037  NAD 83(1986)-  43 39 10.90787(N)    112 05 48.54351(W) AD(       ) 3
 OY0037  NAD 27      -  43 39 11.22430(N)    112 05 45.63980(W) AD(       ) 3
 OY0037  NGVD 29 (??/??/92) 1457.864  (m)         4783.01   (f) ADJ UNCH    1 2
 OY0037
 OY0037.Superseded values are not recommended for survey control.
 OY0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0037.See file dsdata.txt to determine how the superseded data were derived.
 OY0037
 OY0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1155233921(NAD 83)
 OY0037_MARKER: DS = TRIANGULATION STATION DISK
 OY0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0037_STAMPING: IDA 15-115 1959
 OY0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0037+STABILITY: SURFACE MOTION
 OY0037
 OY0037  HISTORY     - Date     Condition        Report By
 OY0037  HISTORY     - 1959     MONUMENTED       CGS
 OY0037  HISTORY     - 1967     GOOD             CGS
 OY0037  HISTORY     - 1967     GOOD             NGS
 OY0037  HISTORY     - 19920625 MARK NOT FOUND   NGS
 OY0037
 OY0037                          STATION DESCRIPTION
 OY0037
 OY0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0037'THE STATION IS 5 MILES SOUTH-SOUTHEAST OF ROBERTS, 0.3 MILE
 OY0037'SOUTHWEST OF THE NEAREST POINT OF U.S. HIGHWAY 91, 0.25 MILE
 OY0037'NORTHWEST OF A RANCH HOUSE AND BARNS, 0.1 MILE SOUTH OF THE
 OY0037'BUTTE MARKET LAKE CANAL AND ON THE SUMMIT OF A FLAT RIDGE, AT
 OY0037'ONE TIME HAVING BEEN UNDER CULTIVATION.
 OY0037'
 OY0037'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 91
 OY0037'AND STATE ROUTE 48 IN ROBERTS, PROCEED SOUTHERLY ALONG U.S.
 OY0037'HIGHWAY 91 FOR 5 MILES TO AN OILED ROAD RIGHT, CONTINUE SOUTHERLY
 OY0037'ALONG THE HIGHWAY FOR 0.2 MILE TO A RANCH ROAD ON THE RIGHT,
 OY0037'TURN RIGHT, SOUTHWEST, THROUGH A DOUBLE WOODEN GATE FOR 0.25
 OY0037'MILE TO THE RANCH YARD, PASS THROUGH THE RANCH YARD AROUND
 OY0037'THE SOUTH SIDE OF THE BARN AND THROUGH TWO GATES FOR 0.1 MILE,
 OY0037'CONTINUE NORTHWEST ON THE FARM ROAD ALONG THE NORTH END OF A
 OY0037'FIELD TO THE SUMMIT OF THE SECOND FLAT RISE AND THE STATION
 OY0037'SITE 3 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 OY0037'ATTACHED.
 OY0037'
 OY0037'THE STATION, WITH UNDERGROUND MARK, IS STAMPED IDA 15-115 1959
 OY0037'AND IS A STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH
 OY0037'PROJECTS 3 INCHES AND IS ABOUT 125 FEET WEST OF AN IRRIGATION
 OY0037'DITCH WHICH PASSES AROUND THE NORTH END OF THE STATION RIDGE.
 OY0037'
 OY0037'REFERENCE MARK 1, STAMPED IDA 15-115 NO 1 1959, IS A STANDARD
 OY0037'DISK SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES AND IS
 OY0037'ABOUT 40 FEET WEST OF THE IRRIGATION DITCH ON THE NORTH BRINK
 OY0037'OF THE STATION RIDGE.
 OY0037'
 OY0037'REFERENCE MARK 2, STAMPED IDA 15-115 NO 2 1959, IS A STANDARD
 OY0037'DISK SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES AND IS
 OY0037'ABOUT 35 FEET WEST OF THE IRRIGATION DITCH ON THE NORTH BRINK
 OY0037'OF THE STATION RIDGE.
 OY0037'
 OY0037'A 2-WHEEL DRIVE STATION.
 OY0037
 OY0037                          STATION RECOVERY (1967)
 OY0037
 OY0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0037'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0037'CONDITION AND LEVELED OVER.
 OY0037'
 OY0037'TO REACH FROM THE UNION PACIFIC RAILROAD STATION AT ROBERTS, GO
 OY0037'4.85 MILES SOUTH ALONG THE RAILROAD, THENCE 0.2 MILE WEST ALONG A
 OY0037'ROAD ON THE NORTH SIDE OF BUTTE MARKET CANAL, THENCE 0.1 MILE
 OY0037'SOUTH-SOUTHWEST ACROSS A CULTIVATED FIELD FROM A FOOT BRIDGE
 OY0037'ACROSS THE CANAL.  THE STATION IS A C AND GS TRIANGULATION STATION
 OY0037'DISK, STAMPED IDA 15 115 1959.  ON THE SUMMIT OF A LOW RISE,
 OY0037'ABOUT 0.1 MILE EAST OF A NORTHSOUTH POWER LINE, 241 FEET
 OY0037'NORTH-NORTHWEST OF A FENCE CORNER, 3.1 FEET SOUTHEAST OF A WITNESS
 OY0037'POST, IN A CONCRETE POST PROJECTING 0.1 FOOT.  R.M. 1 IS A C
 OY0037'AND GS REFERENCE MARK DISK, STAMPED IDA 15 115 NO 1 1959.
 OY0037'82.50 FEET EAST-NORTHEAST OF THE STATION, IN A CONCRETE POST
 OY0037'0.2 FOOT UNDERGROUND.  R.M. 2 IS A C AND GS REFERENCE MARK
 OY0037'DISK, STAMPED IDA 15 115 NO 2 1959.  71.60 FEET SOUTHEAST OF THE
 OY0037'STATION, ABOUT 3 FEET LOWER THAN THE STATION, IN THE TOP OF A
 OY0037'CONCRETE POST 0.6 FOOT UNDERGROUND.
 OY0037'
 OY0037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES SOUTH
 OY0037'OF ROBERTS.
 OY0037
 OY0037                          STATION RECOVERY (1967)
 OY0037
 OY0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0037'5.15 MI S FROM ROBERTS.
 OY0037'4.85 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0037'ROBERTS, THENCE 0.2 MILE WEST ALONG A ROAD ON THE NORTH SIDE OF BUTTE
 OY0037'MARKET CANAL, THENCE 0.1 MILE SOUTH-SOUTHWEST ACROSS A CULTIVATED
 OY0037'FIELD FROM A FOOT BRIDGE ACROSS THE CANAL, ON THE SUMMIT OF A LOW
 OY0037'RISE, ABOUT 0.1 MILE EAST OF A NORTH-SOUTH POWER LINE, 241 FEET
 OY0037'NORTH-NORTHWEST OF A FENCE CORNER, 82.50 FEET WEST-SOUTHWEST OF R.M.
 OY0037'1, 71.60 FEET NORTHWEST OF R.M. 2, 3.1 FEET SOUTHEAST OF A WITNESS
 OY0037'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 OY0037'THE GROUND.
 OY0037
 OY0037                          STATION RECOVERY (1992)
 OY0037
 OY0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0037'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0038 ***********************************************************************
 OY0038  DESIGNATION -  IDA 15 115 RM 1
 OY0038  PID         -  OY0038
 OY0038  STATE/COUNTY-  ID/JEFFERSON
 OY0038  USGS QUAD   -  LEWISVILLE (1979)
 OY0038
 OY0038                         *CURRENT SURVEY CONTROL
 OY0038  ___________________________________________________________________
 OY0038* NAD 83(1986)-  43 39 10.     (N)    112 05 50.     (W)     SCALED    
 OY0038* NAVD 88     -      1457.724  (meters)    4782.55   (feet)  ADJUSTED  
 OY0038  ___________________________________________________________________
 OY0038  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 OY0038  DYNAMIC HT  -        1456.987 (meters)    4780.13  (feet)  COMP
 OY0038  MODELED GRAV-     980,062.6   (mgal)                       NAVD 88
 OY0038
 OY0038  VERT ORDER  -  FIRST     CLASS II
 OY0038
 OY0038.The horizontal coordinates were scaled from a topographic map and have
 OY0038.an estimated accuracy of +/- 6 seconds.
 OY0038
 OY0038.The orthometric height was determined by differential leveling
 OY0038.and adjusted by the National Geodetic Survey in June 1991..
 OY0038
 OY0038.The geoid height was determined by GEOID03.
 OY0038
 OY0038.The dynamic height is computed by dividing the NAVD 88
 OY0038.geopotential number by the normal gravity value computed on the
 OY0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0038.degrees latitude (g = 980.6199 gals.).
 OY0038
 OY0038.The modeled gravity was interpolated from observed gravity values.
 OY0038
 OY0038;                    North         East    Units  Estimated Accuracy
 OY0038;SPC ID E     -   220,620.      205,600.      MT  (+/- 180 meters Scaled)
 OY0038
 OY0038                          SUPERSEDED SURVEY CONTROL
 OY0038
 OY0038  NGVD 29 (??/??/92) 1456.651  (m)         4779.03   (f) ADJ UNCH    1 2
 OY0038
 OY0038.Superseded values are not recommended for survey control.
 OY0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0038.See file dsdata.txt to determine how the superseded data were derived.
 OY0038
 OY0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP115338(NAD 83)
 OY0038_MARKER: DR = REFERENCE MARK DISK
 OY0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0038_STAMPING: IDA 15-115 NO 1 1959
 OY0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0038+STABILITY: SURFACE MOTION
 OY0038
 OY0038  HISTORY     - Date     Condition        Report By
 OY0038  HISTORY     - 1959     MONUMENTED       CGS
 OY0038  HISTORY     - 1967     GOOD             NGS
 OY0038  HISTORY     - 19920625 MARK NOT FOUND   NGS
 OY0038
 OY0038                          STATION DESCRIPTION
 OY0038
 OY0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0038'5.15 MI S FROM ROBERTS.
 OY0038'4.85 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0038'ROBERTS, THENCE 0.2 MILE WEST ALONG A ROAD ON THE NORTH SIDE OF BUTTE
 OY0038'MARKET CANAL, THENCE 0.1 MILE SOUTH-SOUTHWEST ACROSS A CULTIVATED
 OY0038'FIELD FROM A FOOT BRIDGE ACROSS THE CANAL, ON THE SUMMIT OF A LOW
 OY0038'RISE, 82.50 FEET EAST-NORTHEAST OF THE STATION, 276 FEET NORTH OF A
 OY0038'FENCE CORNER, 100.6 FEET WEST OF A NORTH-SOUTH FENCE, 84.35 FEET
 OY0038'NORTH-NORTHEAST OF R.M. 2, ABOUT LEVEL WITH R.M. 2, AND SET IN THE TOP
 OY0038'OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 OY0038
 OY0038                          STATION RECOVERY (1992)
 OY0038
 OY0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0038'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0039 ***********************************************************************
 OY0039  DESIGNATION -  IDA 15 115 RM 2
 OY0039  PID         -  OY0039
 OY0039  STATE/COUNTY-  ID/JEFFERSON
 OY0039  USGS QUAD   -  LEWISVILLE (1979)
 OY0039
 OY0039                         *CURRENT SURVEY CONTROL
 OY0039  ___________________________________________________________________
 OY0039* NAD 83(1986)-  43 39 10.     (N)    112 05 50.     (W)     SCALED    
 OY0039* NAVD 88     -      1457.578  (meters)    4782.07   (feet)  ADJUSTED  
 OY0039  ___________________________________________________________________
 OY0039  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 OY0039  DYNAMIC HT  -        1456.841 (meters)    4779.65  (feet)  COMP
 OY0039  MODELED GRAV-     980,062.6   (mgal)                       NAVD 88
 OY0039
 OY0039  VERT ORDER  -  FIRST     CLASS II
 OY0039
 OY0039.The horizontal coordinates were scaled from a topographic map and have
 OY0039.an estimated accuracy of +/- 6 seconds.
 OY0039
 OY0039.The orthometric height was determined by differential leveling
 OY0039.and adjusted by the National Geodetic Survey in June 1991..
 OY0039
 OY0039.The geoid height was determined by GEOID03.
 OY0039
 OY0039.The dynamic height is computed by dividing the NAVD 88
 OY0039.geopotential number by the normal gravity value computed on the
 OY0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0039.degrees latitude (g = 980.6199 gals.).
 OY0039
 OY0039.The modeled gravity was interpolated from observed gravity values.
 OY0039
 OY0039;                    North         East    Units  Estimated Accuracy
 OY0039;SPC ID E     -   220,620.      205,600.      MT  (+/- 180 meters Scaled)
 OY0039
 OY0039                          SUPERSEDED SURVEY CONTROL
 OY0039
 OY0039  NGVD 29 (??/??/92) 1456.505  (m)         4778.55   (f) ADJ UNCH    1 2
 OY0039
 OY0039.Superseded values are not recommended for survey control.
 OY0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0039.See file dsdata.txt to determine how the superseded data were derived.
 OY0039
 OY0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP115338(NAD 83)
 OY0039_MARKER: DR = REFERENCE MARK DISK
 OY0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0039_STAMPING: IDA 15-115 NO 2 1959
 OY0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0039+STABILITY: SURFACE MOTION
 OY0039
 OY0039  HISTORY     - Date     Condition        Report By
 OY0039  HISTORY     - 1959     MONUMENTED       CGS
 OY0039  HISTORY     - 1967     GOOD             NGS
 OY0039  HISTORY     - 19920625 MARK NOT FOUND   NGS
 OY0039
 OY0039                          STATION DESCRIPTION
 OY0039
 OY0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0039'5.15 MI S FROM ROBERTS.
 OY0039'4.85 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0039'ROBERTS, THENCE 0.2 MILE WEST ALONG A ROAD ON THE NORTH SIDE OF BUTTE
 OY0039'MARKET CANAL, THENCE 0.1 MILE SOUTH-SOUTHWEST ACROSS A CULTIVATED
 OY0039'FIELD FROM A FOOT BRIDGE ACROSS THE CANAL, ON THE SUMMIT OF A LOW
 OY0039'RISE, 71.60 FEET SOUTHEAST OF THE STATION, 191.6 FEET NORTH OF A FENCE
 OY0039'CORNER, 84.35 FEET SOUTH-SOUTHWEST OF R.M. 1, 108 1/2 FEET WEST OF A
 OY0039'FENCE JUNCTION, ABOUT 3 FEET LOWER THAN THE STATION, AND SET IN THE
 OY0039'TOP OF A CONCRETE POST 0.6 FOOT UNDERGROUND.
 OY0039
 OY0039                          STATION RECOVERY (1992)
 OY0039
 OY0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0039'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0043 ***********************************************************************
 OY0043  DESIGNATION -  IDA 15 116
 OY0043  PID         -  OY0043
 OY0043  STATE/COUNTY-  ID/JEFFERSON
 OY0043  USGS QUAD   -  LEWISVILLE (1979)
 OY0043
 OY0043                         *CURRENT SURVEY CONTROL
 OY0043  ___________________________________________________________________
 OY0043* NAD 83(1992)-  43 41 02.47657(N)    112 06 45.44402(W)     ADJUSTED  
 OY0043* NAVD 88     -      1454.942  (meters)    4773.42   (feet)  ADJUSTED  
 OY0043  ___________________________________________________________________
 OY0043  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 OY0043  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 OY0043  DYNAMIC HT  -        1454.220 (meters)    4771.05  (feet)  COMP
 OY0043  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 OY0043
 OY0043  HORZ ORDER  -  SECOND
 OY0043  VERT ORDER  -  FIRST     CLASS II
 OY0043
 OY0043.The horizontal coordinates were established by classical geodetic methods
 OY0043.and adjusted by the National Geodetic Survey in July 1992..
 OY0043
 OY0043.The orthometric height was determined by differential leveling
 OY0043.and adjusted by the National Geodetic Survey in June 1991..
 OY0043
 OY0043.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0043
 OY0043.The geoid height was determined by GEOID03.
 OY0043
 OY0043.The dynamic height is computed by dividing the NAVD 88
 OY0043.geopotential number by the normal gravity value computed on the
 OY0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0043.degrees latitude (g = 980.6199 gals.).
 OY0043
 OY0043.The modeled gravity was interpolated from observed gravity values.
 OY0043
 OY0043;                    North         East     Units Scale Factor Converg.
 OY0043;SPC ID E     -   224,090.334   204,357.318   MT  0.99994760   +0 02 14.4
 OY0043;UTM  12      - 4,837,380.172   410,324.096   MT  0.99969891   -0 46 06.7
 OY0043
 OY0043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0043!SPC ID E     -   0.99977370  x   0.99994760  =   0.99972132
 OY0043!UTM  12      -   0.99977370  x   0.99969891  =   0.99947268
 OY0043
 OY0043|---------------------------------------------------------------------|
 OY0043| PID    Reference Object                     Distance      Geod. Az  |
 OY0043|                                                           dddmmss.s |
 OY0043| OY0042 IDA 15 116 RM 1                      12.626 METERS 09537     |
 OY0043| OY0045 IDA 15 116 RM 2                      13.117 METERS 26546     |
 OY0043| OY0801 ROBERTS MUNICIPAL TANK              APPROX. 4.5 KM 3433012.6 |
 OY0043|---------------------------------------------------------------------|
 OY0043
 OY0043                          SUPERSEDED SURVEY CONTROL
 OY0043
 OY0043  NAD 83(1986)-  43 41 02.46981(N)    112 06 45.43088(W) AD(       ) 2
 OY0043  NAD 27      -  43 41 02.78740(N)    112 06 42.52380(W) AD(       ) 2
 OY0043  NGVD 29 (??/??/92) 1453.876  (m)         4769.92   (f) ADJ UNCH    1 2
 OY0043
 OY0043.Superseded values are not recommended for survey control.
 OY0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0043.See file dsdata.txt to determine how the superseded data were derived.
 OY0043
 OY0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1032437380(NAD 83)
 OY0043_MARKER: DS = TRIANGULATION STATION DISK
 OY0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0043_SP_SET: CONCRETE POST
 OY0043_STAMPING: IDA 15-116 1959
 OY0043_MARK LOGO: CGS   
 OY0043_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0043+STABILITY: SURFACE MOTION
 OY0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0043+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0043
 OY0043  HISTORY     - Date     Condition        Report By
 OY0043  HISTORY     - 1959     MONUMENTED       CGS
 OY0043  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0043  HISTORY     - 1967     GOOD             NGS
 OY0043  HISTORY     - 19920625 POOR             NGS
 OY0043
 OY0043                          STATION DESCRIPTION
 OY0043
 OY0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0043'THE STATION IS IN THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST COUNTY
 OY0043'ROAD, 2.8 MILES SOUTH-SOUTHEAST OF ROBERTS, 0.3 MILE WEST OF
 OY0043'U.S. HIGHWAY 91 AND ABOUT 50 FEET EAST OF A GATE WHICH LEADS
 OY0043'INTO A PASTURE.
 OY0043'
 OY0043'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91 AND
 OY0043'STATE HIGHWAY 48 IN ROBERTS, DRIVE SOUTH ON U.S. HIGHWAY 91
 OY0043'FOR 2.8 MILES TO A GRAVELED SIDE ROAD ON THE RIGHT.  TURN RIGHT
 OY0043'AND DRIVE WEST FOR 0.3 MILE TO THE STATION ON THE LEFT.
 OY0043'
 OY0043'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS
 OY0043'STAMPED, IDA 15-116 1959.  THE SURFACE-STATION MARK IS SET IN
 OY0043'THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AT THE
 OY0043'TOP AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 OY0043'IT IS 22 FEET SOUTH OF THE CENTER OF THE EAST-WEST COUNTY ROAD,
 OY0043'6.8 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN AND 5.3
 OY0043'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 OY0043'
 OY0043'REFERENCE MARK 1, STAMPED IDA 15-116 NO 1 1959, IS A STANDARD
 OY0043'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 OY0043'SQUARE AT THE TOP AND PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 OY0043'GROUND.  IT IS 27 FEET SOUTH OF THE CENTER OF THE COUNTY ROAD,
 OY0043'12 INCHES NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND ABOUT THE
 OY0043'SAME ELEVATION AS THE STATION MARK.
 OY0043'
 OY0043'REFERENCE MARK 2, STAMPED IDA 15-116 NO 2 1959, IS A STANDARD
 OY0043'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 OY0043'SQUARE AT THE TOP AND PROJECTS 5 INCHES ABOVE THE SURFACE OF
 OY0043'THE GROUND.  IT IS 27 FEET SOUTH OF THE CENTER OF THE COUNTY
 OY0043'ROAD, 18 INCHES NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND ABOUT
 OY0043'THE SAME ELEVATION AS THE STATION MARK.
 OY0043
 OY0043                          STATION RECOVERY (1967)
 OY0043
 OY0043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0043'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0043'CONDITION AND LEVELED OVER.
 OY0043'
 OY0043'TO REACH FROM THE UNION PACIFIC RAILROAD STATION AT ROBERTS, GO
 OY0043'2.75 MILES SOUTH ALONG THE RAILROAD, THENCE 0.25 MILE WEST ALONG
 OY0043'A COUNTY ROAD.
 OY0043'
 OY0043'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0043'IDA 15-116 1959.  25 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 OY0043'81 FEET SOUTHEAST AND ACROSS THE ROAD FROM POWER POLE 171,
 OY0043'54-1/2 FEET EAST OF THE EAST END OF A GATE, 5.3 FEET NORTH
 OY0043'OF A FENCE, 6.8 FEET NORTHWEST OF A WITNESS POST, IN THE TOP OF
 OY0043'A CONCRETE POST PROJECTING 0.2 FOOT, R.M. 1 IS A C AND GS
 OY0043'REFERENCE MARK DISK, STAMPED IDA 15- 16 NO 1 1959.  41.43 FEET
 OY0043'EAST OF THE STATION, 27-1/2 FEET SOUTH OF THE CENTER LINE OF
 OY0043'THE ROAD, IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 OY0043'
 OY0043'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-116
 OY0043'NO 2 1959.  43.06 FEET WEST OF THE STATION, 28 FEET SOUTH OF THE
 OY0043'CENTER LINE OF THE ROAD, IN THE TOP OF A CONCRETE POST PROJECTING
 OY0043'0.4 FOOT ABOVE THE GROUND.
 OY0043'
 OY0043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 OY0043'MILES SOUTH OF ROBERTS.
 OY0043
 OY0043                          STATION RECOVERY (1967)
 OY0043
 OY0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0043'3.0 MI S FROM ROBERTS.
 OY0043'2.75 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0043'ROBERTS, THENCE 0.25 MILE WEST ALONG A COUNTY ROAD, 25 FEET SOUTH OF
 OY0043'THE CENTER LINE OF THE ROAD, 81 FEET SOUTHEAST AND ACROSS THE ROAD
 OY0043'FROM POWER POLE 171 WITH A GUY POLE, 54 1/2 FEET EAST OF THE EAST END
 OY0043'OF A GATE, 41.43 FEET WEST OF R.M. 1, 43.06 FEET EAST OF R.M. 2, 5.3
 OY0043'FEET NORTH OF A FENCE, 6.8 FEET NORTHWEST OF A WITNESS POST, ABOUT
 OY0043'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OY0043'0.2 FOOT ABOVE THE GROUND.
 OY0043
 OY0043                          STATION RECOVERY (1992)
 OY0043
 OY0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0043'4.4 KM (2.75 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0043'JUNCTION OF STATE HIGHWAY 48 IN ROBERTS, THENCE 0.4 KM (0.25 MI)
 OY0043'WESTERLY ALONG A PAVED ROAD, 12.9 M (42.3 FT) EAST OF REFERENCE MARK
 OY0043'2, 12.6 M (41.3 FT) WEST OF REFERENCE MARK 1, 7.7 M (25.3 FT) SOUTH
 OY0043'OF THE ROAD CENTERLINE, 2.2 M (7.2 FT) NORTHWEST OF A WITNESS POST,
 OY0043'AND 1.7 M (5.6 FT) NORTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH
 OY0043'THE GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT AND IS LEANING
 OY0043'TO THE SOUTH.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0042 ***********************************************************************
 OY0042  DESIGNATION -  IDA 15 116 RM 1
 OY0042  PID         -  OY0042
 OY0042  STATE/COUNTY-  ID/JEFFERSON
 OY0042  USGS QUAD   -  LEWISVILLE (1979)
 OY0042
 OY0042                         *CURRENT SURVEY CONTROL
 OY0042  ___________________________________________________________________
 OY0042* NAD 83(1986)-  43 41 02.     (N)    112 06 51.     (W)     SCALED    
 OY0042* NAVD 88     -      1455.207  (meters)    4774.29   (feet)  ADJUSTED  
 OY0042  ___________________________________________________________________
 OY0042  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 OY0042  DYNAMIC HT  -        1454.485 (meters)    4771.92  (feet)  COMP
 OY0042  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 OY0042
 OY0042  VERT ORDER  -  FIRST     CLASS II
 OY0042
 OY0042.The horizontal coordinates were scaled from a topographic map and have
 OY0042.an estimated accuracy of +/- 6 seconds.
 OY0042
 OY0042.The orthometric height was determined by differential leveling
 OY0042.and adjusted by the National Geodetic Survey in June 1991..
 OY0042.WARNING-Repeat measurements at this control monument indicate possible
 OY0042.vertical movement.
 OY0042
 OY0042.The geoid height was determined by GEOID03.
 OY0042
 OY0042.The dynamic height is computed by dividing the NAVD 88
 OY0042.geopotential number by the normal gravity value computed on the
 OY0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0042.degrees latitude (g = 980.6199 gals.).
 OY0042
 OY0042.The modeled gravity was interpolated from observed gravity values.
 OY0042
 OY0042;                    North         East    Units  Estimated Accuracy
 OY0042;SPC ID E     -   224,080.      204,230.      MT  (+/- 180 meters Scaled)
 OY0042
 OY0042                          SUPERSEDED SURVEY CONTROL
 OY0042
 OY0042  NGVD 29 (??/??/92) 1454.141  (m)         4770.79   (f) ADJ UNCH    1 2
 OY0042
 OY0042.Superseded values are not recommended for survey control.
 OY0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0042.See file dsdata.txt to determine how the superseded data were derived.
 OY0042
 OY0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP102373(NAD 83)
 OY0042_MARKER: DR = REFERENCE MARK DISK
 OY0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0042_SP_SET: CONCRETE POST
 OY0042_STAMPING: IDA 15-116 NO 1 1959
 OY0042_MARK LOGO: CGS   
 OY0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0042+STABILITY: SURFACE MOTION
 OY0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0042+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0042
 OY0042  HISTORY     - Date     Condition        Report By
 OY0042  HISTORY     - 1959     MONUMENTED       CGS
 OY0042  HISTORY     - 1967     GOOD             NGS
 OY0042  HISTORY     - 19920625 POOR             NGS
 OY0042
 OY0042                          STATION DESCRIPTION
 OY0042
 OY0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0042'3.0 MI S FROM ROBERTS.
 OY0042'2.75 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0042'ROBERTS, THENCE 0.25 MILE WEST ALONG A COUNTY ROAD, 27 1/2 FEET SOUTH
 OY0042'OF THE CENTER LINE OF THE ROAD, 41.43 FEET EAST OF THE STATION, 0.7
 OY0042'FOOT NORTH OF A FENCE, 36.8 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 OY0042'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 OY0042'FOOT ABOVE THE GROUND.
 OY0042
 OY0042                          STATION RECOVERY (1992)
 OY0042
 OY0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0042'4.4 KM (2.75 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0042'JUNCTION OF STATE HIGHWAY 48 IN ROBERTS, THENCE 0.4 KM (0.25 MI)
 OY0042'WESTERLY ALONG A PAVED ROAD, 12.8 M (42.0 FT) EAST OF TRIANGULATION
 OY0042'STATION IDA 15 116, 8.6 M (28.2 FT) SOUTH OF THE ROAD CENTERLINE, 0.5
 OY0042'M (1.6 FT) NORTH OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE
 OY0042'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0045 ***********************************************************************
 OY0045  DESIGNATION -  IDA 15 116 RM 2
 OY0045  PID         -  OY0045
 OY0045  STATE/COUNTY-  ID/JEFFERSON
 OY0045  USGS QUAD   -  LEWISVILLE (1979)
 OY0045
 OY0045                         *CURRENT SURVEY CONTROL
 OY0045  ___________________________________________________________________
 OY0045* NAD 83(1986)-  43 41 02.     (N)    112 06 50.     (W)     SCALED    
 OY0045* NAVD 88     -      1455.068  (meters)    4773.84   (feet)  ADJUSTED  
 OY0045  ___________________________________________________________________
 OY0045  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 OY0045  DYNAMIC HT  -        1454.345 (meters)    4771.46  (feet)  COMP
 OY0045  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 OY0045
 OY0045  VERT ORDER  -  FIRST     CLASS II
 OY0045
 OY0045.The horizontal coordinates were scaled from a topographic map and have
 OY0045.an estimated accuracy of +/- 6 seconds.
 OY0045
 OY0045.The orthometric height was determined by differential leveling
 OY0045.and adjusted by the National Geodetic Survey in June 1991..
 OY0045
 OY0045.The geoid height was determined by GEOID03.
 OY0045
 OY0045.The dynamic height is computed by dividing the NAVD 88
 OY0045.geopotential number by the normal gravity value computed on the
 OY0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0045.degrees latitude (g = 980.6199 gals.).
 OY0045
 OY0045.The modeled gravity was interpolated from observed gravity values.
 OY0045
 OY0045;                    North         East    Units  Estimated Accuracy
 OY0045;SPC ID E     -   224,080.      204,260.      MT  (+/- 180 meters Scaled)
 OY0045
 OY0045                          SUPERSEDED SURVEY CONTROL
 OY0045
 OY0045  NGVD 29 (??/??/92) 1454.001  (m)         4770.33   (f) ADJ UNCH    1 2
 OY0045
 OY0045.Superseded values are not recommended for survey control.
 OY0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0045.See file dsdata.txt to determine how the superseded data were derived.
 OY0045
 OY0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP102373(NAD 83)
 OY0045_MARKER: DR = REFERENCE MARK DISK
 OY0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0045_SP_SET: CONCRETE POST
 OY0045_STAMPING: IDA 15-116 NO 2 1959
 OY0045_MARK LOGO: CGS   
 OY0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0045+STABILITY: SURFACE MOTION
 OY0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0045+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0045
 OY0045  HISTORY     - Date     Condition        Report By
 OY0045  HISTORY     - 1959     MONUMENTED       CGS
 OY0045  HISTORY     - 1967     GOOD             NGS
 OY0045  HISTORY     - 19920625 POOR             NGS
 OY0045
 OY0045                          STATION DESCRIPTION
 OY0045
 OY0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0045'3.0 MI S FROM ROBERTS.
 OY0045'2.75 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0045'ROBERTS, THENCE 0.25 MILE WEST ALONG A COUNTY ROAD, 28 FEET SOUTH OF
 OY0045'THE CENTER LINE OF THE ROAD, 43.06 FEET WEST OF THE STATION, 56 FEET
 OY0045'SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM POWER POLE 171, 11 1/2 FEET
 OY0045'EAST OF THE EAST END OF A GATE, 32 FEET EAST OF A GUY POLE, 2.1 FEET
 OY0045'NORTH OF A FENCE, 47.4 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 OY0045'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OY0045'ABOVE THE GROUND.
 OY0045
 OY0045                          STATION RECOVERY (1992)
 OY0045
 OY0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0045'4.4 KM (2.75 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0045'JUNCTION OF STATE HIGHWAY 48 IN ROBERTS, THENCE 0.4 KM (0.25 MI)
 OY0045'WESTERLY ALONG A PAVED ROAD, 12.9 M (42.3 FT) WEST OF TRIANGULATION
 OY0045'STATION IDA 15 116, 9.5 M (31.2 FT) EAST OF A UTILITY GUY POLE, 8.6 M
 OY0045'(28.2 FT) SOUTH OF THE ROAD CENTERLINE, 0.5 M (1.6 FT) NORTH OF A
 OY0045'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0048 ***********************************************************************
 OY0048  DESIGNATION -  IDA 15 117
 OY0048  PID         -  OY0048
 OY0048  STATE/COUNTY-  ID/JEFFERSON
 OY0048  USGS QUAD   -  ROBERTS (1979)
 OY0048
 OY0048                         *CURRENT SURVEY CONTROL
 OY0048  ___________________________________________________________________
 OY0048* NAD 83(1992)-  43 43 01.40882(N)    112 08 12.21757(W)     ADJUSTED  
 OY0048* NAVD 88     -      1457.870  (meters)    4783.03   (feet)  ADJUSTED  
 OY0048  ___________________________________________________________________
 OY0048  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 OY0048  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 OY0048  DYNAMIC HT  -        1457.154 (meters)    4780.68  (feet)  COMP
 OY0048  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 OY0048
 OY0048  HORZ ORDER  -  SECOND
 OY0048  VERT ORDER  -  FIRST     CLASS II
 OY0048
 OY0048.The horizontal coordinates were established by classical geodetic methods
 OY0048.and adjusted by the National Geodetic Survey in July 1992..
 OY0048
 OY0048.The orthometric height was determined by differential leveling
 OY0048.and adjusted by the National Geodetic Survey in June 1991..
 OY0048
 OY0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0048
 OY0048.The geoid height was determined by GEOID03.
 OY0048
 OY0048.The dynamic height is computed by dividing the NAVD 88
 OY0048.geopotential number by the normal gravity value computed on the
 OY0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0048.degrees latitude (g = 980.6199 gals.).
 OY0048
 OY0048.The modeled gravity was interpolated from observed gravity values.
 OY0048
 OY0048;                    North         East     Units Scale Factor Converg.
 OY0048;SPC ID E     -   227,759.749   202,412.594   MT  0.99994744   +0 01 14.5
 OY0048;UTM  12      - 4,841,075.672   408,431.654   MT  0.99970313   -0 47 08.3
 OY0048
 OY0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0048!SPC ID E     -   0.99977324  x   0.99994744  =   0.99972069
 OY0048!UTM  12      -   0.99977324  x   0.99970313  =   0.99947644
 OY0048
 OY0048:                Primary Azimuth Mark                     Grid Az
 OY0048:SPC ID E     -  ROBERTS MUNICIPAL TANK                   044 42 13.1
 OY0048:UTM  12      -  ROBERTS MUNICIPAL TANK                   045 30 35.9
 OY0048
 OY0048|---------------------------------------------------------------------|
 OY0048| PID    Reference Object                     Distance      Geod. Az  |
 OY0048|                                                           dddmmss.s |
 OY0048| OY0801 ROBERTS MUNICIPAL TANK              APPROX. 0.9 KM 0444327.6 |
 OY0048| OY0047 IDA 15 117 RM 1                      15.812 METERS 08407     |
 OY0048| OY0049 IDA 15 117 RM 2                      11.042 METERS 18337     |
 OY0048|---------------------------------------------------------------------|
 OY0048
 OY0048                          SUPERSEDED SURVEY CONTROL
 OY0048
 OY0048  NAD 83(1986)-  43 43 01.40219(N)    112 08 12.20454(W) AD(       ) 2
 OY0048  NAD 27      -  43 43 01.71930(N)    112 08 09.29200(W) AD(       ) 2
 OY0048  NGVD 29 (??/??/92) 1456.808  (m)         4779.54   (f) ADJ UNCH    1 2
 OY0048
 OY0048.Superseded values are not recommended for survey control.
 OY0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0048.See file dsdata.txt to determine how the superseded data were derived.
 OY0048
 OY0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0843241076(NAD 83)
 OY0048_MARKER: DS = TRIANGULATION STATION DISK
 OY0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0048_STAMPING: IDA 15-117 1959
 OY0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0048+STABILITY: SURFACE MOTION
 OY0048
 OY0048  HISTORY     - Date     Condition        Report By
 OY0048  HISTORY     - 1959     MONUMENTED       CGS
 OY0048  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0048  HISTORY     - 1967     GOOD             NGS
 OY0048  HISTORY     - 19920625 MARK NOT FOUND   NGS
 OY0048
 OY0048                          STATION DESCRIPTION
 OY0048
 OY0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0048'THE STATION IS ABOUT 1/4 MILE SOUTH AND 1/2 MILE WEST OF
 OY0048'ROBERTS, 36 FEET SOUTH OF A GRAVEL ROAD, 6.7 FEET SOUTHEAST
 OY0048'OF A FENCE CORNER AND 5.5 FEET SOUTH OF A METAL WITNESS
 OY0048'POST WITH SIGN.
 OY0048'
 OY0048'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 91 AND STATE
 OY0048'HIGHWAY 48 AT ROBERTS GO SOUTH ON U.S. HIGHWAY 91 FOR 0.2
 OY0048'MILE TO THE SOUTH SIDE OF A PARK AND A GRAVEL ROAD LEADING
 OY0048'WEST.  TURN RIGHT, WEST, AND GO 0.5 MILE TO THE STATION
 OY0048'ON THE LEFT.
 OY0048'
 OY0048'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-117 1959,
 OY0048'IS A STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING
 OY0048'4 INCHES.
 OY0048'
 OY0048'REFERENCE MARK NO. 1, STAMPED IDA 15-117 NO 1 1959, IS A
 OY0048'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES,
 OY0048'31-1/2 FEET SOUTH OF A GRAVEL ROAD, 1 FOOT SOUTH OF A EAST-WEST
 OY0048'FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 OY0048'
 OY0048'REFERENCE MARK NO. 2, STAMPED IDA 15-117 NO 2 1959, IS A
 OY0048'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES,
 OY0048'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND ABOUT THE SAME
 OY0048'ELEVATION AS THE STATION.
 OY0048'
 OY0048'2-WHEEL DRIVE
 OY0048
 OY0048                          STATION RECOVERY (1967)
 OY0048
 OY0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0048'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0048'CONDITION AND LEVELED OVER.
 OY0048'
 OY0048'TO REACH FROM THE UNION PACIFIC RAILROAD STATION AT ROBERTS,
 OY0048'GO 0.25 MILE SOUTH ALONG THE RAILROAD, THENCE 0.5 MILE WEST
 OY0048'ALONG A GRAVELED ROAD.
 OY0048'
 OY0048'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0048'IDA 15-117 1959.  37 FEET SOUTH OF THE CENTER LINE OF THE
 OY0048'ROAD, 19 FEET WEST-NORTHWEST OF A POWER POLE WITH A GUY WIRE,
 OY0048'8 FEET SOUTH OF THE WEST END OF A GATE, 8.5 FEET SOUTH OF A
 OY0048'WITNESS POST, IN A CONCRETE POST.  R.M. 1 IS A C AND GS
 OY0048'REFERENCE MARK DISK, STAMPED IDA 15-117 NO 1 1959.  51.59
 OY0048'FEET EAST OF THE STATION, 29 FEET SOUTH OF THE CENTER LINE
 OY0048'OF THE ROAD, 0.6 FOOT SOUTH OF A FENCE, IN A CONCRETE POST
 OY0048'PROJECTING 0.3 FOOT.  R.M. 2 IS A REFERENCE MARK DISK,
 OY0048'STAMPED IDA 15-117 NO 2 1959.  36.18 FEET SOUTH OF THE
 OY0048'STATION, 73 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 OY0048'0.5 FOOT EAST OF A FENCE, IN A CONCRETE POST PROJECTING
 OY0048'0.3 FOOT ABOVE THE GROUND.
 OY0048'
 OY0048'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2
 OY0048'MILE SOUTHWEST OF ROBERTS.
 OY0048
 OY0048                          STATION RECOVERY (1967)
 OY0048
 OY0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0048'0.75 MI SW FROM ROBERTS.
 OY0048'0.25 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0048'ROBERTS, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, AT THE T JUNCTION
 OY0048'OF FENCES, 37 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 19 FEET
 OY0048'WEST-NORTHWEST OF A POWER POLE WITH A GUY WIRE, 8 FEET SOUTH OF THE
 OY0048'WEST END OF A GATE, 3 FEET EAST OF A FENCE, 8.5 FEET SOUTH OF A
 OY0048'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 OY0048'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OY0048
 OY0048                          STATION RECOVERY (1992)
 OY0048
 OY0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0048'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0047 ***********************************************************************
 OY0047  DESIGNATION -  IDA 15 117 RM 1
 OY0047  PID         -  OY0047
 OY0047  STATE/COUNTY-  ID/JEFFERSON
 OY0047  USGS QUAD   -  ROBERTS (1979)
 OY0047
 OY0047                         *CURRENT SURVEY CONTROL
 OY0047  ___________________________________________________________________
 OY0047* NAD 83(1986)-  43 43 01.     (N)    112 08 11.     (W)     SCALED    
 OY0047* NAVD 88     -      1457.815  (meters)    4782.85   (feet)  ADJUSTED  
 OY0047  ___________________________________________________________________
 OY0047  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 OY0047  DYNAMIC HT  -        1457.098 (meters)    4780.50  (feet)  COMP
 OY0047  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 OY0047
 OY0047  VERT ORDER  -  FIRST     CLASS II
 OY0047
 OY0047.The horizontal coordinates were scaled from a topographic map and have
 OY0047.an estimated accuracy of +/- 6 seconds.
 OY0047
 OY0047.The orthometric height was determined by differential leveling
 OY0047.and adjusted by the National Geodetic Survey in June 1991..
 OY0047.WARNING-Repeat measurements at this control monument indicate possible
 OY0047.vertical movement.
 OY0047
 OY0047.The geoid height was determined by GEOID03.
 OY0047
 OY0047.The dynamic height is computed by dividing the NAVD 88
 OY0047.geopotential number by the normal gravity value computed on the
 OY0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0047.degrees latitude (g = 980.6199 gals.).
 OY0047
 OY0047.The modeled gravity was interpolated from observed gravity values.
 OY0047
 OY0047;                    North         East    Units  Estimated Accuracy
 OY0047;SPC ID E     -   227,750.      202,440.      MT  (+/- 180 meters Scaled)
 OY0047
 OY0047                          SUPERSEDED SURVEY CONTROL
 OY0047
 OY0047  NGVD 29 (??/??/92) 1456.752  (m)         4779.36   (f) ADJ UNCH    1 2
 OY0047
 OY0047.Superseded values are not recommended for survey control.
 OY0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0047.See file dsdata.txt to determine how the superseded data were derived.
 OY0047
 OY0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP084410(NAD 83)
 OY0047_MARKER: DR = REFERENCE MARK DISK
 OY0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0047_STAMPING: IDA 15-117 NO 1 1959
 OY0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0047+STABILITY: SURFACE MOTION
 OY0047
 OY0047  HISTORY     - Date     Condition        Report By
 OY0047  HISTORY     - 1959     MONUMENTED       CGS
 OY0047  HISTORY     - 1967     GOOD             NGS
 OY0047  HISTORY     - 19920625 MARK NOT FOUND   NGS
 OY0047
 OY0047                          STATION DESCRIPTION
 OY0047
 OY0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0047'0.75 MI SW FROM ROBERTS.
 OY0047'0.25 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0047'ROBERTS, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, 29 FEET SOUTH OF
 OY0047'THE CENTER LINE OF THE ROAD, 51.95 FEET EAST OF THE STATION, 36 1/2
 OY0047'FEET EAST-NORTHEAST OF A POWER POLE WITH A GUY WIRE, 33 1/2 FEET EAST
 OY0047'OF THE EAST END OF A GATE, 0.6 FOOT SOUTH OF A FENCE, ABOUT LEVEL WITH
 OY0047'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OY0047'ABOVE THE GROUND.
 OY0047
 OY0047                          STATION RECOVERY (1992)
 OY0047
 OY0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0047'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0049 ***********************************************************************
 OY0049  DESIGNATION -  IDA 15 117 RM 2
 OY0049  PID         -  OY0049
 OY0049  STATE/COUNTY-  ID/JEFFERSON
 OY0049  USGS QUAD   -  ROBERTS (1979)
 OY0049
 OY0049                         *CURRENT SURVEY CONTROL
 OY0049  ___________________________________________________________________
 OY0049* NAD 83(1986)-  43 43 01.     (N)    112 08 11.     (W)     SCALED    
 OY0049* NAVD 88     -      1457.918  (meters)    4783.19   (feet)  ADJUSTED  
 OY0049  ___________________________________________________________________
 OY0049  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 OY0049  DYNAMIC HT  -        1457.202 (meters)    4780.84  (feet)  COMP
 OY0049  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 OY0049
 OY0049  VERT ORDER  -  FIRST     CLASS II
 OY0049
 OY0049.The horizontal coordinates were scaled from a topographic map and have
 OY0049.an estimated accuracy of +/- 6 seconds.
 OY0049
 OY0049.The orthometric height was determined by differential leveling
 OY0049.and adjusted by the National Geodetic Survey in June 1991..
 OY0049
 OY0049.The geoid height was determined by GEOID03.
 OY0049
 OY0049.The dynamic height is computed by dividing the NAVD 88
 OY0049.geopotential number by the normal gravity value computed on the
 OY0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0049.degrees latitude (g = 980.6199 gals.).
 OY0049
 OY0049.The modeled gravity was interpolated from observed gravity values.
 OY0049
 OY0049;                    North         East    Units  Estimated Accuracy
 OY0049;SPC ID E     -   227,750.      202,440.      MT  (+/- 180 meters Scaled)
 OY0049
 OY0049                          SUPERSEDED SURVEY CONTROL
 OY0049
 OY0049  NGVD 29 (??/??/92) 1456.855  (m)         4779.70   (f) ADJ UNCH    1 2
 OY0049
 OY0049.Superseded values are not recommended for survey control.
 OY0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0049.See file dsdata.txt to determine how the superseded data were derived.
 OY0049
 OY0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP084410(NAD 83)
 OY0049_MARKER: DR = REFERENCE MARK DISK
 OY0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0049_STAMPING: IDA 15-117 NO 2 1959
 OY0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0049+STABILITY: SURFACE MOTION
 OY0049
 OY0049  HISTORY     - Date     Condition        Report By
 OY0049  HISTORY     - 1959     MONUMENTED       CGS
 OY0049  HISTORY     - 1967     GOOD             NGS
 OY0049  HISTORY     - 19920625 MARK NOT FOUND   NGS
 OY0049
 OY0049                          STATION DESCRIPTION
 OY0049
 OY0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0049'0.75 MI SW FROM ROBERTS.
 OY0049'0.25 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0049'ROBERTS, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD.  73 FEET SOUTH OF
 OY0049'THE CENTER LINE OF THE ROAD, 36.18 FEET SOUTH OF THE STATION, 44 1/2
 OY0049'FEET SOUTH OF THE WEST END OF A GATE, 35 FEET SOUTHWEST OF A POWER
 OY0049'POLE WITH A GUY WIRE, 0.5 FOOT EAST OF A FENCE, ABOUT LEVEL WITH THE
 OY0049'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 OY0049'THE GROUND.
 OY0049
 OY0049                          STATION RECOVERY (1992)
 OY0049
 OY0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0049'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0055 ***********************************************************************
 OY0055  DESIGNATION -  IDA 15 118
 OY0055  PID         -  OY0055
 OY0055  STATE/COUNTY-  ID/JEFFERSON
 OY0055  USGS QUAD   -  ROBERTS (1979)
 OY0055
 OY0055                         *CURRENT SURVEY CONTROL
 OY0055  ___________________________________________________________________
 OY0055* NAD 83(1992)-  43 44 31.79195(N)    112 08 52.89251(W)     ADJUSTED  
 OY0055* NAVD 88     -      1455.866  (meters)    4776.45   (feet)  ADJUSTED  
 OY0055  ___________________________________________________________________
 OY0055  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 OY0055  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OY0055  DYNAMIC HT  -        1455.154 (meters)    4774.12  (feet)  COMP
 OY0055  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 OY0055
 OY0055  HORZ ORDER  -  SECOND
 OY0055  VERT ORDER  -  FIRST     CLASS II
 OY0055
 OY0055.The horizontal coordinates were established by classical geodetic methods
 OY0055.and adjusted by the National Geodetic Survey in July 1992..
 OY0055
 OY0055.The orthometric height was determined by differential leveling
 OY0055.and adjusted by the National Geodetic Survey in December 1992..
 OY0055.WARNING-Repeat measurements at this control monument indicate possible
 OY0055.vertical movement.
 OY0055
 OY0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0055
 OY0055.The geoid height was determined by GEOID03.
 OY0055
 OY0055.The dynamic height is computed by dividing the NAVD 88
 OY0055.geopotential number by the normal gravity value computed on the
 OY0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0055.degrees latitude (g = 980.6199 gals.).
 OY0055
 OY0055.The modeled gravity was interpolated from observed gravity values.
 OY0055
 OY0055;                    North         East     Units Scale Factor Converg.
 OY0055;SPC ID E     -   230,548.835   201,501.502   MT  0.99994740   +0 00 46.4
 OY0055;UTM  12      - 4,843,876.624   407,560.123   MT  0.99970510   -0 47 37.7
 OY0055
 OY0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0055!SPC ID E     -   0.99977356  x   0.99994740  =   0.99972097
 OY0055!UTM  12      -   0.99977356  x   0.99970510  =   0.99947872
 OY0055
 OY0055:                Primary Azimuth Mark                     Grid Az
 OY0055:SPC ID E     -  ROBERTS MUNICIPAL TANK                   143 32 47.3
 OY0055:UTM  12      -  ROBERTS MUNICIPAL TANK                   144 21 11.4
 OY0055
 OY0055|---------------------------------------------------------------------|
 OY0055| PID    Reference Object                     Distance      Geod. Az  |
 OY0055|                                                           dddmmss.s |
 OY0055| OY0801 ROBERTS MUNICIPAL TANK              APPROX. 2.6 KM 1433333.7 |
 OY0055| OY0054 398+78.0                              5.223 METERS 19724     |
 OY0055| OY0056 IDA 15 118 RM 1                      11.160 METERS 32515     |
 OY0055|---------------------------------------------------------------------|
 OY0055
 OY0055                          SUPERSEDED SURVEY CONTROL
 OY0055
 OY0055  NAD 83(1986)-  43 44 31.78561(N)    112 08 52.87965(W) AD(       ) 2
 OY0055  NAD 27      -  43 44 32.10360(N)    112 08 49.96500(W) AD(       ) 2
 OY0055  NAVD 88 (06/15/91) 1455.887  (m)         4776.52   (f) UNKNOWN     1 2
 OY0055  NGVD 29 (08/20/92) 1454.815  (m)         4773.01   (f) ADJUSTED    1 2
 OY0055
 OY0055.Superseded values are not recommended for survey control.
 OY0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0055.See file dsdata.txt to determine how the superseded data were derived.
 OY0055
 OY0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0756043877(NAD 83)
 OY0055_MARKER: DS = TRIANGULATION STATION DISK
 OY0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0055_SP_SET: CONCRETE POST
 OY0055_STAMPING: IDA 15-118 1959
 OY0055_MARK LOGO: CGS   
 OY0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0055+STABILITY: SURFACE MOTION
 OY0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0055+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1992
 OY0055
 OY0055  HISTORY     - Date     Condition        Report By
 OY0055  HISTORY     - 1959     MONUMENTED       CGS
 OY0055  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0055  HISTORY     - 1967     GOOD             NGS
 OY0055  HISTORY     - 19920605 GOOD             NGS
 OY0055
 OY0055                          STATION DESCRIPTION
 OY0055
 OY0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0055'THE STATION IS ABOUT 2.0 MILES NORTH-NORTHWEST OF ROBERTS,
 OY0055'ON THE WEST SIDE OF THE INTERSTATE HIGHWAY AND IN THE NORTHWEST
 OY0055'QUADRANT OF A CROSSROAD.
 OY0055'
 OY0055'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91 AND
 OY0055'STATE HIGHWAY 48 IN ROBERTS, DRIVE NORTH AND WEST ON U.S.
 OY0055'HIGHWAY 91 FOR 1.5 MILES TO ITS JUNCTION WITH THE NEW INTERSTATE
 OY0055'HIGHWAY.  KEEP RIGHT ONTO THE INTERSTATE HIGHWAY AND DRIVE
 OY0055'NORTH FOR 0.5 MILE TO A CROSS ROAD AND THE STATION ON THE LEFT.
 OY0055'
 OY0055'THE STATION MARK, WITH UNDERGROUND MARK, IS STAMPED IDA
 OY0055'15-118 1959.  IT IS SET IN THE TOP OF A CONCRETE POST WHICH
 OY0055'IS 12 INCHES SQUARE AT THE TOP AND PROJECTS 3 INCHES ABOVE
 OY0055'THE SURFACE OF THE GROUND.  THE MARK IS 200 FEET WEST OF THE
 OY0055'CENTER OF THE INTERSTATE HIGHWAY, 39.0 FEET NORTH OF THE CENTER
 OY0055'OF THE EAST-WEST GRAVELED ROAD, 9.4 FEET EAST OF THE WEST
 OY0055'RIGHT-OF-WAY FENCE AND 6 FEET NORTH OF A METAL WITNESS POST
 OY0055'WITH SIGN.  THE MARKS ARE STANDARD DISKS.
 OY0055'
 OY0055'REFERENCE MARK 1, STAMPED IDA 15-118 NO 1 1959, IS A STANDARD
 OY0055'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 OY0055'SQUARE AT THE TOP AND PROJECTS 8 INCHES ABOVE THE SURFACE OF
 OY0055'THE GROUND.  IT IS 18 INCHES EAST OF THE WEST RIGHT-OF-WAY
 OY0055'FENCE AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 OY0055'
 OY0055'A IDAHO DEPARTMENT OF PUBLIC WORKS RIGHT OF WAY MARK WAS
 OY0055'USED FOR REFERENCE MARK NUMBER 2.  THE MARK, STAMPED 398 +
 OY0055'78.0, IS A BRONZE DISK SET IN THE TOP OF A CYLINDRICAL
 OY0055'CONCRETE POST WHICH IS ABOUT 6 INCHES IN DIAMETER AND PROJECTS
 OY0055'6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS SET IN
 OY0055'A FENCE CORNER AT THE JUNCTION OF EAST-WEST AND NORTH-SOUTH
 OY0055'FENCES, 18 FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVELED
 OY0055'ROAD AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION
 OY0055'MARK.
 OY0055
 OY0055                          STATION RECOVERY (1967)
 OY0055
 OY0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0055'THE STATION, R.M. 1 AND BENCH MARK 398+78.0 (ISH) (USED AS REF.)
 OY0055'WERE RECOVERED IN GOOD CONDITION AND LEVELED OVER.
 OY0055'
 OY0055'TO REACH FROM THE UNION PACIFIC RAILROAD STATION AT ROBERTS,
 OY0055'GO 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91, THENCE 0.95
 OY0055'MILE NORTH ALONG INTERSTATE HIGHWAY 15,
 OY0055'
 OY0055'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0055'IDA 15-118 1959.  AT THE INTERSECTION OF AN EAST-WEST COUNTY
 OY0055'ROAD, 196 FEET WEST OF THE CENTER LINE OF THE EAST LANES
 OY0055'OF THE HIGHWAY, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 OY0055'9.7 FEET EAST OF A FENCE, 6.8 FEET NORTH OF A WITNESS POST,
 OY0055'IN A CONCRETE POST PROJECTING 0.2 FOOT.
 OY0055'
 OY0055'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-118 NO
 OY0055'1 1959.  36.79 FEET NORTH-NORTHWEST OF THE STATION, 208 FEET
 OY0055'WEST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY,
 OY0055'IN A CONCRETE POST.
 OY0055'
 OY0055'398+78.0 IS A IDAHO STATE HIGHWAY DEPT. SURVEY DISK, STAMPED
 OY0055'398+78.0.  17.14 FEET SOUTH-SOUTHWEST OF THE STATION, 205
 OY0055'FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE
 OY0055'HIGHWAY, IN A CONCRETE POST PROJECTING 0.2 FOOT.
 OY0055'
 OY0055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 OY0055'2 MILES NORTHWEST OF ROBERTS.
 OY0055
 OY0055                          STATION RECOVERY (1967)
 OY0055
 OY0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0055'2.05 MI NW FROM ROBERTS.
 OY0055'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 101 FROM THE UNION PACIFIC
 OY0055'RAILROAD STATION AT ROBERTS, THENCE 0.95 MILE NORTH ALONG INTERSTATE
 OY0055'HIGHWAY 15, AT THE JUNCTION OF AN EAST-WEST COUNTY ROAD, 196 FEET WEST
 OY0055'OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 38 FEET NORTH OF
 OY0055'THE CENTER LINE OF THE ROAD, 36.79 FEET SOUTH-SOUTHWEST OF R.M. 1,
 OY0055'17.14 FEET NORTH-NORTHEAST OF BENCH MARK 398+78.0 (ISH), 97 FEET EAST
 OY0055'OF A FENCE, 16 1/2 FEET NORTH-NORTHEAST OF A FENCE CORNER, 5.8 FEET
 OY0055'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 OY0055'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OY0055
 OY0055                          STATION RECOVERY (1992)
 OY0055
 OY0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0055'3.0 KM (1.85 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 15 FROM THE
 OY0055'JUNCTION OF STATE HIGHWAY 48 (EXIT 135) IN ROBERTS, 27.3 M (89.6 FT)
 OY0055'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.7 M
 OY0055'(18.7 FT) NORTHEAST OF A UTILITY POLE, 2.9 M (9.5 FT) EAST OF A
 OY0055'FENCE, 1.8 M (5.9 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW
 OY0055'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT)
 OY0055'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0056 ***********************************************************************
 OY0056  DESIGNATION -  IDA 15 118 RM 1
 OY0056  PID         -  OY0056
 OY0056  STATE/COUNTY-  ID/JEFFERSON
 OY0056  USGS QUAD   -  ROBERTS (1979)
 OY0056
 OY0056                         *CURRENT SURVEY CONTROL
 OY0056  ___________________________________________________________________
 OY0056* NAD 83(1986)-  43 44 31.     (N)    112 08 53.     (W)     SCALED    
 OY0056* NAVD 88     -      1455.426  (meters)    4775.01   (feet)  ADJUSTED  
 OY0056  ___________________________________________________________________
 OY0056  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OY0056  DYNAMIC HT  -        1454.715 (meters)    4772.68  (feet)  COMP
 OY0056  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 OY0056
 OY0056  VERT ORDER  -  FIRST     CLASS II
 OY0056
 OY0056.The horizontal coordinates were scaled from a topographic map and have
 OY0056.an estimated accuracy of +/- 6 seconds.
 OY0056
 OY0056.The orthometric height was determined by differential leveling
 OY0056.and adjusted by the National Geodetic Survey in June 1991..
 OY0056
 OY0056.The geoid height was determined by GEOID03.
 OY0056
 OY0056.The dynamic height is computed by dividing the NAVD 88
 OY0056.geopotential number by the normal gravity value computed on the
 OY0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0056.degrees latitude (g = 980.6199 gals.).
 OY0056
 OY0056.The modeled gravity was interpolated from observed gravity values.
 OY0056
 OY0056;                    North         East    Units  Estimated Accuracy
 OY0056;SPC ID E     -   230,520.      201,500.      MT  (+/- 180 meters Scaled)
 OY0056
 OY0056                          SUPERSEDED SURVEY CONTROL
 OY0056
 OY0056  NGVD 29 (??/??/92) 1454.363  (m)         4771.52   (f) ADJ UNCH    1 2
 OY0056
 OY0056.Superseded values are not recommended for survey control.
 OY0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0056.See file dsdata.txt to determine how the superseded data were derived.
 OY0056
 OY0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP075438(NAD 83)
 OY0056_MARKER: DR = REFERENCE MARK DISK
 OY0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0056_STAMPING: IDA 15-118 NO 1 1959
 OY0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0056+STABILITY: SURFACE MOTION
 OY0056
 OY0056  HISTORY     - Date     Condition        Report By
 OY0056  HISTORY     - 1959     MONUMENTED       CGS
 OY0056  HISTORY     - 1967     GOOD             NGS
 OY0056  HISTORY     - 19920530 MARK NOT FOUND   NGS
 OY0056
 OY0056                          STATION DESCRIPTION
 OY0056
 OY0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0056'2.05 MI NW FROM ROBERTS.
 OY0056'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 OY0056'RAILROAD STATION AT ROBERTS, THENCE 0.95 MILE NORTH ALONG INTERSTATE
 OY0056'HIGHWAY 15, AT THE JUNCTION OF AN EAST-WEST COUNTY ROAD, 208 FEET WEST
 OY0056'OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 36.79 FEET
 OY0056'NORTH-NORTHWEST OF THE STATION, 72 FEET NORTH OF THE CENTER LINE OF
 OY0056'THE ROAD, 1.4 FEET EAST OF A FENCE, ABOUT LEVEL WITH THE STATION, AND
 OY0056'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 OY0056'GROUND.
 OY0056
 OY0056                          STATION RECOVERY (1992)
 OY0056
 OY0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0056'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0058 ***********************************************************************
 OY0058  DESIGNATION -  IDA 15 119
 OY0058  PID         -  OY0058
 OY0058  STATE/COUNTY-  ID/JEFFERSON
 OY0058  USGS QUAD   -  MARKET LAKE (1964)
 OY0058
 OY0058                         *CURRENT SURVEY CONTROL
 OY0058  ___________________________________________________________________
 OY0058* NAD 83(1992)-  43 45 23.93271(N)    112 09 16.78216(W)     ADJUSTED  
 OY0058* NAVD 88     -      1452.058  (meters)    4763.96   (feet)  ADJUSTED  
 OY0058  ___________________________________________________________________
 OY0058  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 OY0058  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OY0058  DYNAMIC HT  -        1451.351 (meters)    4761.64  (feet)  COMP
 OY0058  MODELED GRAV-     980,081.1   (mgal)                       NAVD 88
 OY0058
 OY0058  HORZ ORDER  -  SECOND
 OY0058  VERT ORDER  -  FIRST     CLASS II
 OY0058
 OY0058.The horizontal coordinates were established by classical geodetic methods
 OY0058.and adjusted by the National Geodetic Survey in July 1992..
 OY0058
 OY0058.The orthometric height was determined by differential leveling
 OY0058.and adjusted by the National Geodetic Survey in December 1992..
 OY0058
 OY0058.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0058
 OY0058.The geoid height was determined by GEOID03.
 OY0058
 OY0058.The dynamic height is computed by dividing the NAVD 88
 OY0058.geopotential number by the normal gravity value computed on the
 OY0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0058.degrees latitude (g = 980.6199 gals.).
 OY0058
 OY0058.The modeled gravity was interpolated from observed gravity values.
 OY0058
 OY0058;                    North         East     Units Scale Factor Converg.
 OY0058;SPC ID E     -   232,157.879   200,966.748   MT  0.99994738   +0 00 29.9
 OY0058;UTM  12      - 4,845,492.648   407,048.203   MT  0.99970627   -0 47 55.0
 OY0058
 OY0058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0058!SPC ID E     -   0.99977415  x   0.99994738  =   0.99972154
 OY0058!UTM  12      -   0.99977415  x   0.99970627  =   0.99948049
 OY0058
 OY0058|---------------------------------------------------------------------|
 OY0058| PID    Reference Object                     Distance      Geod. Az  |
 OY0058|                                                           dddmmss.s |
 OY0058| OY0057 454+44.6                              9.709 METERS 14027     |
 OY0058| OY0801 ROBERTS MUNICIPAL TANK              APPROX. 4.3 KM 1503615.8 |
 OY0058| OY0059 IDA 15 119 RM 1                      12.277 METERS 35010     |
 OY0058|---------------------------------------------------------------------|
 OY0058
 OY0058                          SUPERSEDED SURVEY CONTROL
 OY0058
 OY0058  NAD 83(1986)-  43 45 23.92650(N)    112 09 16.76936(W) AD(       ) 2
 OY0058  NAD 27      -  43 45 24.24500(N)    112 09 13.85380(W) AD(       ) 2
 OY0058  NAVD 88 (06/15/91) 1452.085  (m)         4764.05   (f) UNKNOWN     1 2
 OY0058  NGVD 29 (08/20/92) 1451.011  (m)         4760.53   (f) ADJUSTED    1 2
 OY0058
 OY0058.Superseded values are not recommended for survey control.
 OY0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0058.See file dsdata.txt to determine how the superseded data were derived.
 OY0058
 OY0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0704845493(NAD 83)
 OY0058_MARKER: DS = TRIANGULATION STATION DISK
 OY0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0058_SP_SET: CONCRETE POST
 OY0058_STAMPING: IDA 15-119 1959
 OY0058_MARK LOGO: CGS   
 OY0058_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0058+STABILITY: SURFACE MOTION
 OY0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0058+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1992
 OY0058
 OY0058  HISTORY     - Date     Condition        Report By
 OY0058  HISTORY     - 1959     MONUMENTED       CGS
 OY0058  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0058  HISTORY     - 1967     GOOD             NGS
 OY0058  HISTORY     - 19920604 GOOD             NGS
 OY0058
 OY0058                          STATION DESCRIPTION
 OY0058
 OY0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0058'THE STATION IS 3.1 MILES NORTHERLY ALONG U.S. HIGHWAY 91 FROM
 OY0058'THE JUNCTION OF STATE HIGHWAY 48 AT ROBERTS, 91 FEET EAST
 OY0058'OF THE CENTERLINE OF THE HIGHWAY, 9 FEET WEST OF THE EAST
 OY0058'RIGHT-OF-WAY FENCE, 8.5 FEET SOUTHWEST OF A METAL WITNESS
 OY0058'POST WITH SIGN AND AT A ABANDONED CROSS ROAD.
 OY0058'
 OY0058'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-119 1959,
 OY0058'IS A STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING
 OY0058'4 INCHES.
 OY0058'
 OY0058'REFERENCE MARK NO. 1, STAMPED IDA 15-119 NO 1 1959, IS A
 OY0058'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 4
 OY0058'INCHES, 99 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND
 OY0058'1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
 OY0058'
 OY0058'THE IDAHO DEPARTMENT OF PUBLIC WORKS RIGHT-OF-WAY MARKER,
 OY0058'STAMPED 454 + 44.6, IS A BRONZE DISK SET IN THE TOP OF A
 OY0058'PRECAST CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES, 101
 OY0058'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF
 OY0058'THE EAST RIGHT-OF-WAY FENCE AND IN THE CENTER OF THE WEST
 OY0058'END OF A ROADWAY WHICH IS NO LONGER MAINTAINED.
 OY0058'
 OY0058'2-WHEEL DRIVE
 OY0058
 OY0058                          STATION RECOVERY (1967)
 OY0058
 OY0058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0058'THE STATION, R.M. 1 AND 454+44.6 (ISH) WHICH WAS USED AS
 OY0058'A REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AND LEVELED
 OY0058'OVER.
 OY0058'
 OY0058'TO REACH FROM THE UNION PACIFIC RAILROAD STATION AT ROBERTS,
 OY0058'GO 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91, THENCE 2.05
 OY0058'MILES NORTH ALONG INTERSTATE HIGHWAY 15.
 OY0058'
 OY0058'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0058'IDA 15-119 1959.  90 FEET EAST OF THE CENRER LINE OF THE
 OY0058'EAST LANES OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER LINE
 OY0058'(EXTENDED) OF AN ABANDONED ROAD EAST, 8.7 FEET SOUTHWEST
 OY0058'OF A WITNESS POST, IN A CONCRETE POST.
 OY0058'
 OY0058'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-119
 OY0058'NO 1 1959.  40.27 FEET NORTH OF THE STATION, 98 FEET EAST OF
 OY0058'THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, IN A CONCRETE
 OY0058'POST.
 OY0058'
 OY0058'454+44.6 (ISH) IS A IDAHO STATE HIGHWAY DEPT. SURVEY DISK,
 OY0058'STAMPED 454+44.6, 31.85 FEET SOUTHEAST OF THE STATION, 100
 OY0058'1/2 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 OY0058'HIGHWAY, IN A CONCRETE POST.
 OY0058'
 OY0058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 OY0058'3 MILES NORTH OF ROBERTS.
 OY0058
 OY0058                          STATION RECOVERY (1967)
 OY0058
 OY0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0058'3.15 MI N FROM ROBERTS.
 OY0058'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 OY0058'RAILROAD STATION AT ROBERTS, THENCE 2.05 MILES NORTH ALONG INTERSTATE
 OY0058'HIGHWAY 15, AT THE JUNCTION OF AN ABANDONED ROAD, 90 FEET EAST OF THE
 OY0058'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 25 FEET NORTH OF THE
 OY0058'EXTENDED CENTER LINE OF THE ABANDONED ROAD, 40.27 FEET SOUTH OF R.M.
 OY0058'1, 31.85 FEET NORTHWEST OF BENCH MARK 454+44.6 (ISH), 9.0 FEET WEST OF
 OY0058'A FENCE, 8.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 OY0058'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OY0058'ABOVE THE GROUND.
 OY0058
 OY0058                          STATION RECOVERY (1992)
 OY0058
 OY0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0058'4.7 KM (2.90 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 15 FROM THE
 OY0058'JUNCTION OF STATE HIGHWAY 48 (EXIT 135) IN ROBERTS, 28.8 M (94.5 FT)
 OY0058'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 12.3 M
 OY0058'(40.4 FT) SOUTH OF REFERENCE MARK 1, 9.0 M (29.5 FT) NORTH OF THE
 OY0058'EXTENDED CENTER OF AN ABANDONED ROAD, 2.9 M (9.5 FT) WEST-NORTHWEST
 OY0058'OF A T-FENCE CORNER, 2.6 M (8.5 FT) SOUTH-SOUTHWEST OF A WITNESS
 OY0058'POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 OY0058'IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0059 ***********************************************************************
 OY0059  DESIGNATION -  IDA 15 119 RM 1
 OY0059  PID         -  OY0059
 OY0059  STATE/COUNTY-  ID/JEFFERSON
 OY0059  USGS QUAD   -  MARKET LAKE (1964)
 OY0059
 OY0059                         *CURRENT SURVEY CONTROL
 OY0059  ___________________________________________________________________
 OY0059* NAD 83(1986)-  43 45 24.     (N)    112 09 16.     (W)     SCALED    
 OY0059* NAVD 88     -      1451.789  (meters)    4763.08   (feet)  ADJUSTED  
 OY0059  ___________________________________________________________________
 OY0059  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OY0059  DYNAMIC HT  -        1451.083 (meters)    4760.76  (feet)  COMP
 OY0059  MODELED GRAV-     980,081.1   (mgal)                       NAVD 88
 OY0059
 OY0059  VERT ORDER  -  FIRST     CLASS II
 OY0059
 OY0059.The horizontal coordinates were scaled from a topographic map and have
 OY0059.an estimated accuracy of +/- 6 seconds.
 OY0059
 OY0059.The orthometric height was determined by differential leveling
 OY0059.and adjusted by the National Geodetic Survey in December 1992..
 OY0059
 OY0059.The geoid height was determined by GEOID03.
 OY0059
 OY0059.The dynamic height is computed by dividing the NAVD 88
 OY0059.geopotential number by the normal gravity value computed on the
 OY0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0059.degrees latitude (g = 980.6199 gals.).
 OY0059
 OY0059.The modeled gravity was interpolated from observed gravity values.
 OY0059
 OY0059;                    North         East    Units  Estimated Accuracy
 OY0059;SPC ID E     -   232,160.      200,980.      MT  (+/- 180 meters Scaled)
 OY0059
 OY0059                          SUPERSEDED SURVEY CONTROL
 OY0059
 OY0059  NAVD 88 (06/15/91) 1451.815  (m)         4763.16   (f) UNKNOWN     1 2
 OY0059  NGVD 29 (08/20/92) 1450.743  (m)         4759.65   (f) ADJUSTED    1 2
 OY0059
 OY0059.Superseded values are not recommended for survey control.
 OY0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0059.See file dsdata.txt to determine how the superseded data were derived.
 OY0059
 OY0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP070454(NAD 83)
 OY0059_MARKER: DR = REFERENCE MARK DISK
 OY0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0059_SP_SET: CONCRETE POST
 OY0059_STAMPING: IDA 15-119 NO 1 1959
 OY0059_MARK LOGO: CGS   
 OY0059_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0059+STABILITY: SURFACE MOTION
 OY0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0059+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1992
 OY0059
 OY0059  HISTORY     - Date     Condition        Report By
 OY0059  HISTORY     - 1959     MONUMENTED       CGS
 OY0059  HISTORY     - 1967     GOOD             NGS
 OY0059  HISTORY     - 19920604 GOOD             NGS
 OY0059
 OY0059                          STATION DESCRIPTION
 OY0059
 OY0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0059'3.15 MI N FROM ROBERTS.
 OY0059'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 OY0059'RAILROAD STATION AT ROBERTS, THENCE 2.05 MILES NORTH ALONG INTERSTATE
 OY0059'HIGHWAY 15, AT THE JUNCTION OF AN ABANDONED ROAD, 98 FEET EAST OF THE
 OY0059'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 40.27 FEET NORTH OF THE
 OY0059'STATION, 69 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ABANDONED
 OY0059'ROAD, 42 1/2 FEET NORTH OF THE T JUNCTION OF FENCES, 0.9 FOOT WEST OF
 OY0059'A FENCE, 32.4 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 OY0059'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OY0059'ABOVE THE GROUND.
 OY0059
 OY0059                          STATION RECOVERY (1992)
 OY0059
 OY0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0059'4.7 KM (2.90 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 15 FROM THE
 OY0059'JUNCTION OF STATE HIGHWAY 48 (EXIT 135) IN ROBERTS, 31.0 M (101.7 FT)
 OY0059'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 21.0 M
 OY0059'(68.9 FT) NORTH OF THE EXTENDED CENTER OF AN ABANDONED ROAD, 12.3 M
 OY0059'(40.4 FT) NORTH OF TRIANGULATION STATION IDA 15 119, 9.9 M (32.5 FT)
 OY0059'NORTH OF A WITNESS POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OY0059'HIGHWAY, 0.3 M (1.0 FT) WEST OF A FENCE, AND THE MONUMENT PROJECTS
 OY0059'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0065 ***********************************************************************
 OY0065  DESIGNATION -  IDA 15 120
 OY0065  PID         -  OY0065
 OY0065  STATE/COUNTY-  ID/JEFFERSON
 OY0065  USGS QUAD   -  MARKET LAKE (1964)
 OY0065
 OY0065                         *CURRENT SURVEY CONTROL
 OY0065  ___________________________________________________________________
 OY0065* NAD 83(1992)-  43 48 17.55800(N)    112 10 49.95579(W)     ADJUSTED  
 OY0065* NAVD 88     -      1455.683  (meters)    4775.85   (feet)  ADJUSTED  
 OY0065  ___________________________________________________________________
 OY0065  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 OY0065  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY0065  DYNAMIC HT  -        1454.969 (meters)    4773.51  (feet)  COMP
 OY0065  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 OY0065
 OY0065  HORZ ORDER  -  SECOND
 OY0065  VERT ORDER  -  FIRST     CLASS II
 OY0065
 OY0065.The horizontal coordinates were established by classical geodetic methods
 OY0065.and adjusted by the National Geodetic Survey in July 1992..
 OY0065
 OY0065.The orthometric height was determined by differential leveling
 OY0065.and adjusted by the National Geodetic Survey in December 1992..
 OY0065
 OY0065.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0065
 OY0065.The geoid height was determined by GEOID03.
 OY0065
 OY0065.The dynamic height is computed by dividing the NAVD 88
 OY0065.geopotential number by the normal gravity value computed on the
 OY0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0065.degrees latitude (g = 980.6199 gals.).
 OY0065
 OY0065.The modeled gravity was interpolated from observed gravity values.
 OY0065
 OY0065;                    North         East     Units Scale Factor Converg.
 OY0065;SPC ID E     -   237,516.274   198,883.428   MT  0.99994738   -0 00 34.6
 OY0065;UTM  12      - 4,850,878.577   405,041.064   MT  0.99971091   -0 49 02.1
 OY0065
 OY0065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0065!SPC ID E     -   0.99977358  x   0.99994738  =   0.99972097
 OY0065!UTM  12      -   0.99977358  x   0.99971091  =   0.99948456
 OY0065
 OY0065|---------------------------------------------------------------------|
 OY0065| PID    Reference Object                     Distance      Geod. Az  |
 OY0065|                                                           dddmmss.s |
 OY0065| OY0064 IDA 15 120 RM 1                       6.341 METERS 20444     |
 OY0065| OY0063 IDA 15 120 RM 2                       8.234 METERS 33948     |
 OY0065| OY0069 IDA 15 121                          APPROX. 3.1 KM 3394935.2 |
 OY0065|---------------------------------------------------------------------|
 OY0065
 OY0065                          SUPERSEDED SURVEY CONTROL
 OY0065
 OY0065  NAD 83(1986)-  43 48 17.55194(N)    112 10 49.94307(W) AD(       ) 2
 OY0065  NAD 27      -  43 48 17.87750(N)    112 10 47.02740(W) AD(       ) 2
 OY0065  NAVD 88 (06/15/91) 1455.706  (m)         4775.93   (f) UNKNOWN     1 2
 OY0065  NGVD 29 (08/20/92) 1454.636  (m)         4772.42   (f) ADJUSTED    1 2
 OY0065
 OY0065.Superseded values are not recommended for survey control.
 OY0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0065.See file dsdata.txt to determine how the superseded data were derived.
 OY0065
 OY0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0504150879(NAD 83)
 OY0065_MARKER: DS = TRIANGULATION STATION DISK
 OY0065_SETTING: 66 = SET IN ROCK OUTCROP
 OY0065_SP_SET: BEDROCK
 OY0065_STAMPING: IDA 15-120 1959
 OY0065_MARK LOGO: CGS   
 OY0065_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0065+STABILITY: POSITION/ELEVATION WELL
 OY0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0065+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1993
 OY0065
 OY0065  HISTORY     - Date     Condition        Report By
 OY0065  HISTORY     - 1959     MONUMENTED       CGS
 OY0065  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0065  HISTORY     - 1967     GOOD             NGS
 OY0065  HISTORY     - 19920604 GOOD             NGS
 OY0065  HISTORY     - 19930307 GOOD             IDDT
 OY0065
 OY0065                          STATION DESCRIPTION
 OY0065
 OY0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0065'THE STATION IS 6-1/2 MILES NORTH-NORTHWEST OF ROBERTS, 2 MILES
 OY0065'SOUTH-SOUTHEAST OF SAGE JUNCTION (INTERSECTION OF U.S. HIGHWAY
 OY0065'91 AND STATE ROUTE 28), AND 0.15 MILE NORTH OF THE STATE SCALE
 OY0065'STATION ON THE EAST SIDE OF THE INTERSTATE ROUTE AND ON THE
 OY0065'SUMMIT OF A LOW LAVA KNOB.
 OY0065'
 OY0065'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OY0065'IN THE LAVA BEDROCK FORMING THE SUMMIT OF THE KNOB AND IS
 OY0065'STAMPED IDA 15-120 1959.  IT IS 4 FEET WEST OF THE EAST RIGHT
 OY0065'OF WAY FENCE LINE.
 OY0065'
 OY0065'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OY0065'IN BEDROCK 20 FEET WEST OF THE EAST RIGHT OF WAY FENCE LINE AND
 OY0065'ABOUT 1-1/2 FEET LOWER THAN THE STATION.  IT IS STAMPED IDA
 OY0065'15-120 NO 1 1959.
 OY0065'
 OY0065'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OY0065'IN BEDROCK 5 FEET WEST OF THE EAST RIGHT OF WAY FENCE LINE AND
 OY0065'1 FOOT LOWER THAN THE STATION.  IT IS STAMPED IDA 15-120 NO 2
 OY0065'1959.
 OY0065'
 OY0065'A 2-WHEEL DRIVE STATION.
 OY0065
 OY0065                          STATION RECOVERY (1967)
 OY0065
 OY0065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0065'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0065'CONDITION AND LEVELED OVER.
 OY0065'
 OY0065'TO REACH FROM THE UNION PACIFIC RAILROAD STATION AT ROBERTS,
 OY0065'GO 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91, THENCE 5.55 MILES
 OY0065'NORTH ALONG INTERSTATE HIGHWAY 15.
 OY0065'
 OY0065'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0065'IDA 15-120 1959.  0.2 MILE NORTH OF IDAHO STATE WEIGHT STATION,
 OY0065'ON THE TOP OF A LAVA ROCK COVERED KNOLL, 97 FEET EAST OF THE
 OY0065'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 3.6 FEET WEST
 OY0065'OF A FENCE, 12.5 FEET SOUTH OF A WITNESS POST, IN THE TOP OF
 OY0065'A LAVA OUTCROP WHICH PROJECTS 0.3 FOOT.
 OY0065'
 OY0065'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-120 NO 2
 OY0065'1959.  20.80 FEET SOUTHWEST OF THE STATION, 81 FEET EAST OF THE
 OY0065'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, IN THE TOP OF A LAVA
 OY0065'OUTCROP.
 OY0065'
 OY0065'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-120
 OY0065'NO 2 1959.  27.02 FEET NORTH OF THE STATION, 98 FEET EAST OF THE
 OY0065'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, IN THE TOP OF
 OY0065'A LAVA OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
 OY0065'
 OY0065'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2
 OY0065'MILES NORTH OF ROBERTS.
 OY0065
 OY0065                          STATION RECOVERY (1967)
 OY0065
 OY0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0065'6.65 MI N FROM ROBERTS.
 OY0065'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 OY0065'RAILROAD STATION AT ROBERTS, THENCE 5.55 MILES NORTH ALONG INTERSTATE
 OY0065'HIGHWAY 15, 0.2 MILE NORTH OF IDAHO STATE WEIGHT STATION, ON THE TOP
 OY0065'OF THE FIRST LAVA ROCK COVERED KNOLL NORTH OF THE STATION, 97 FEET
 OY0065'EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 20.80 FEET
 OY0065'NORTHEAST OF R.M. 1, 27.02 FEET SOUTH OF R.M. 2, 3.6 FEET WEST OF A
 OY0065'FENCE, 12.5 FEET SOUTH OF A WITNESS POST, IN THE TOP OF A LAVA OUTCROP
 OY0065'WHICH PROJECTS ABOUT 0.3 FOOT ABOVE THE GROUND, AND ABOUT 10 FEET
 OY0065'HIGHER THAN THE HIGHWAY.
 OY0065
 OY0065                          STATION RECOVERY (1992)
 OY0065
 OY0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0065'10.7 KM (6.65 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 15 FROM THE
 OY0065'JUNCTION OF STATE HIGHWAY 48 (EXIT 135) IN ROBERTS, NEAR THE CENTER
 OY0065'OF A 50 BY-100 FOOT AREA OF OUTCROPPING BEDROCK, 30.8 M (101.0 FT)
 OY0065'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.2 M
 OY0065'(26.9 FT) SOUTH OF REFERENCE MARK 2, 6.1 M (20.0 FT) NORTHEAST OF
 OY0065'REFERENCE MARK 1, 3.9 M (12.8 FT) SOUTH-SOUTHEAST OF A WITNESS POST,
 OY0065'3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 1.1 M (3.6 FT)
 OY0065'WEST OF A FENCE.
 OY0065
 OY0065                          STATION RECOVERY (1993)
 OY0065
 OY0065'RECOVERY NOTE BY ID DEPT OF TRANSP 1993 (RR)
 OY0065'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0064 ***********************************************************************
 OY0064  DESIGNATION -  IDA 15 120 RM 1
 OY0064  PID         -  OY0064
 OY0064  STATE/COUNTY-  ID/JEFFERSON
 OY0064  USGS QUAD   -  MARKET LAKE (1964)
 OY0064
 OY0064                         *CURRENT SURVEY CONTROL
 OY0064  ___________________________________________________________________
 OY0064* NAD 83(1986)-  43 48 18.     (N)    112 10 50.     (W)     SCALED    
 OY0064* NAVD 88     -      1455.288  (meters)    4774.56   (feet)  ADJUSTED  
 OY0064  ___________________________________________________________________
 OY0064  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY0064  DYNAMIC HT  -        1454.574 (meters)    4772.21  (feet)  COMP
 OY0064  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 OY0064
 OY0064  VERT ORDER  -  FIRST     CLASS II
 OY0064
 OY0064.The horizontal coordinates were scaled from a topographic map and have
 OY0064.an estimated accuracy of +/- 6 seconds.
 OY0064
 OY0064.The orthometric height was determined by differential leveling
 OY0064.and adjusted by the National Geodetic Survey in December 1992..
 OY0064
 OY0064.The geoid height was determined by GEOID03.
 OY0064
 OY0064.The dynamic height is computed by dividing the NAVD 88
 OY0064.geopotential number by the normal gravity value computed on the
 OY0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0064.degrees latitude (g = 980.6199 gals.).
 OY0064
 OY0064.The modeled gravity was interpolated from observed gravity values.
 OY0064
 OY0064;                    North         East    Units  Estimated Accuracy
 OY0064;SPC ID E     -   237,530.      198,880.      MT  (+/- 180 meters Scaled)
 OY0064
 OY0064                          SUPERSEDED SURVEY CONTROL
 OY0064
 OY0064  NAVD 88 (06/15/91) 1455.311  (m)         4774.63   (f) UNKNOWN     1 2
 OY0064  NGVD 29 (08/20/92) 1454.241  (m)         4771.12   (f) ADJUSTED    1 2
 OY0064
 OY0064.Superseded values are not recommended for survey control.
 OY0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0064.See file dsdata.txt to determine how the superseded data were derived.
 OY0064
 OY0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP050508(NAD 83)
 OY0064_MARKER: DR = REFERENCE MARK DISK
 OY0064_SETTING: 66 = SET IN ROCK OUTCROP
 OY0064_SP_SET: BEDROCK
 OY0064_STAMPING: IDA 15-120 NO 1 1959
 OY0064_MARK LOGO: CGS   
 OY0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0064+STABILITY: POSITION/ELEVATION WELL
 OY0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0064+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1992
 OY0064
 OY0064  HISTORY     - Date     Condition        Report By
 OY0064  HISTORY     - 1959     MONUMENTED       CGS
 OY0064  HISTORY     - 1967     GOOD             NGS
 OY0064  HISTORY     - 19920604 GOOD             NGS
 OY0064
 OY0064                          STATION DESCRIPTION
 OY0064
 OY0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0064'6.65 MI N FROM ROBERTS.
 OY0064'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 OY0064'RAILROAD STATION AT ROBERTS, THENCE 5.55 MILES NORTH ALONG INTERSTATE
 OY0064'HIGHWAY 15, 20.80 FEET SOUTHWEST OF THE STATION, 81 FEET EAST OF THE
 OY0064'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 18.1 FEET WEST OF A
 OY0064'FENCE, IN THE TOP OF A LARGE LAVA OUTCROP WHICH PROJECTS ABOUT 2 FEET
 OY0064'ABOVE THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE STATION.
 OY0064
 OY0064                          STATION RECOVERY (1992)
 OY0064
 OY0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0064'10.7 KM (6.65 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 15 FROM THE
 OY0064'JUNCTION OF STATE HIGHWAY 48 (EXIT 135) IN ROBERTS, NEAR THE SOUTH
 OY0064'END OF A 50 BY-100 FOOT AREA OF OUTCROPPING BEDROCK, 26.6 M (87.3 FT)
 OY0064'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 6.1 M
 OY0064'(20.0 FT) SOUTHWEST OF TRIANGULATION STATION IDA 15 120, 5.3 M (17.4
 OY0064'FT) WEST OF A FENCE, AND 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE
 OY0064'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0063 ***********************************************************************
 OY0063  DESIGNATION -  IDA 15 120 RM 2
 OY0063  PID         -  OY0063
 OY0063  STATE/COUNTY-  ID/JEFFERSON
 OY0063  USGS QUAD   -  MARKET LAKE (1964)
 OY0063
 OY0063                         *CURRENT SURVEY CONTROL
 OY0063  ___________________________________________________________________
 OY0063* NAD 83(1986)-  43 48 18.     (N)    112 10 50.     (W)     SCALED    
 OY0063* NAVD 88     -      1455.349  (meters)    4774.76   (feet)  ADJUSTED  
 OY0063  ___________________________________________________________________
 OY0063  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY0063  DYNAMIC HT  -        1454.635 (meters)    4772.41  (feet)  COMP
 OY0063  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 OY0063
 OY0063  VERT ORDER  -  FIRST     CLASS II
 OY0063
 OY0063.The horizontal coordinates were scaled from a topographic map and have
 OY0063.an estimated accuracy of +/- 6 seconds.
 OY0063
 OY0063.The orthometric height was determined by differential leveling
 OY0063.and adjusted by the National Geodetic Survey in December 1992..
 OY0063
 OY0063.The geoid height was determined by GEOID03.
 OY0063
 OY0063.The dynamic height is computed by dividing the NAVD 88
 OY0063.geopotential number by the normal gravity value computed on the
 OY0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0063.degrees latitude (g = 980.6199 gals.).
 OY0063
 OY0063.The modeled gravity was interpolated from observed gravity values.
 OY0063
 OY0063;                    North         East    Units  Estimated Accuracy
 OY0063;SPC ID E     -   237,530.      198,880.      MT  (+/- 180 meters Scaled)
 OY0063
 OY0063                          SUPERSEDED SURVEY CONTROL
 OY0063
 OY0063  NAVD 88 (06/15/91) 1455.370  (m)         4774.83   (f) UNKNOWN     1 2
 OY0063  NGVD 29 (08/20/92) 1454.300  (m)         4771.32   (f) ADJUSTED    1 2
 OY0063
 OY0063.Superseded values are not recommended for survey control.
 OY0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0063.See file dsdata.txt to determine how the superseded data were derived.
 OY0063
 OY0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP050508(NAD 83)
 OY0063_MARKER: DR = REFERENCE MARK DISK
 OY0063_SETTING: 66 = SET IN ROCK OUTCROP
 OY0063_SP_SET: BEDROCK
 OY0063_STAMPING: IDA 15-120 NO 2 1959
 OY0063_MARK LOGO: CGS   
 OY0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0063+STABILITY: POSITION/ELEVATION WELL
 OY0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0063+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1992
 OY0063
 OY0063  HISTORY     - Date     Condition        Report By
 OY0063  HISTORY     - 1959     MONUMENTED       CGS
 OY0063  HISTORY     - 1967     GOOD             NGS
 OY0063  HISTORY     - 19920604 GOOD             NGS
 OY0063
 OY0063                          STATION DESCRIPTION
 OY0063
 OY0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0063'6.65 MI N FROM ROBERTS.
 OY0063'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE UNION PACIFIC
 OY0063'RAILROAD STATION AT ROBERTS, THENCE 5.55 MILES NORTH ALONG INTERSTATE
 OY0063'HIGHWAY 15, 98 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 OY0063'HIGHWAY, 27.02 FEET NORTH OF THE STATION, 16.3 FEET NORTH OF A BRACE
 OY0063'POST IN THE FENCE, 3.5 FEET WEST OF A FENCE, 14.9 FEET NORTH OF A
 OY0063'WITNESS POST, IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 2 FEET
 OY0063'ABOVE THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE STATION.
 OY0063
 OY0063                          STATION RECOVERY (1992)
 OY0063
 OY0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0063'10.7 KM (6.65 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 15 FROM THE
 OY0063'JUNCTION OF STATE HIGHWAY 48 (EXIT 135) IN ROBERTS, NEAR THE NORTH
 OY0063'END OF A 50 BY-100 FOOT AREA OF OUTCROPPING BEDROCK, 30.9 M (101.4
 OY0063'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 OY0063'8.2 M (26.9 FT) NORTH OF TRIANGULATION STATION IDA 15 120, 4.1 M
 OY0063'(13.5 FT) NORTH-NORTHEAST OF A WITNESS POST, 3.0 M (9.8 FT) ABOVE THE
 OY0063'LEVEL OF THE HIGHWAY, AND 1.0 M (3.3 FT) WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0069 ***********************************************************************
 OY0069  DESIGNATION -  IDA 15 121
 OY0069  PID         -  OY0069
 OY0069  STATE/COUNTY-  ID/JEFFERSON
 OY0069  USGS QUAD   -  MARKET LAKE (1964)
 OY0069
 OY0069                         *CURRENT SURVEY CONTROL
 OY0069  ___________________________________________________________________
 OY0069* NAD 83(1992)-  43 49 51.71691(N)    112 11 37.74499(W)     ADJUSTED  
 OY0069* NAVD 88     -      1497.940  (meters)    4914.49   (feet)  ADJUSTED  
 OY0069  ___________________________________________________________________
 OY0069  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 OY0069  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 OY0069  DYNAMIC HT  -        1497.202 (meters)    4912.07  (feet)  COMP
 OY0069  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 OY0069
 OY0069  HORZ ORDER  -  SECOND
 OY0069  VERT ORDER  -  FIRST     CLASS II
 OY0069
 OY0069.The horizontal coordinates were established by classical geodetic methods
 OY0069.and adjusted by the National Geodetic Survey in July 1992..
 OY0069
 OY0069.The orthometric height was determined by differential leveling
 OY0069.and adjusted by the National Geodetic Survey in December 1992..
 OY0069
 OY0069.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0069
 OY0069.The geoid height was determined by GEOID03.
 OY0069
 OY0069.The dynamic height is computed by dividing the NAVD 88
 OY0069.geopotential number by the normal gravity value computed on the
 OY0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0069.degrees latitude (g = 980.6199 gals.).
 OY0069
 OY0069.The modeled gravity was interpolated from observed gravity values.
 OY0069
 OY0069;                    North         East     Units Scale Factor Converg.
 OY0069;SPC ID E     -   240,422.462   197,816.235   MT  0.99994743   -0 01 07.7
 OY0069;UTM  12      - 4,853,798.835   404,015.193   MT  0.99971332   -0 49 36.6
 OY0069
 OY0069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0069!SPC ID E     -   0.99976696  x   0.99994743  =   0.99971440
 OY0069!UTM  12      -   0.99976696  x   0.99971332  =   0.99948035
 OY0069
 OY0069|---------------------------------------------------------------------|
 OY0069| PID    Reference Object                     Distance      Geod. Az  |
 OY0069|                                                           dddmmss.s |
 OY0069| OY0070 IDA 15 121 RM 1                      10.091 METERS 11101     |
 OY0069| OY0071 IDA 15 121 RM 2                       8.078 METERS 20443     |
 OY0069| OY0082 IDA 15 122                          APPROX. 1.4 KM 3425425.8 |
 OY0069|---------------------------------------------------------------------|
 OY0069
 OY0069                          SUPERSEDED SURVEY CONTROL
 OY0069
 OY0069  NAD 83(1986)-  43 49 51.71103(N)    112 11 37.73230(W) AD(       ) 2
 OY0069  NAD 27      -  43 49 52.03770(N)    112 11 34.81450(W) AD(       ) 2
 OY0069  NAVD 88 (06/15/91) 1497.966  (m)         4914.58   (f) UNKNOWN     1 2
 OY0069  NGVD 29 (08/20/92) 1496.883  (m)         4911.02   (f) ADJUSTED    1 2
 OY0069
 OY0069.Superseded values are not recommended for survey control.
 OY0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0069.See file dsdata.txt to determine how the superseded data were derived.
 OY0069
 OY0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0401553799(NAD 83)
 OY0069_MARKER: DS = TRIANGULATION STATION DISK
 OY0069_SETTING: 66 = SET IN ROCK OUTCROP
 OY0069_SP_SET: BEDROCK
 OY0069_STAMPING: IDA 15-121 1959
 OY0069_MARK LOGO: CGS   
 OY0069_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0069+STABILITY: POSITION/ELEVATION WELL
 OY0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0069+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1992
 OY0069
 OY0069  HISTORY     - Date     Condition        Report By
 OY0069  HISTORY     - 1959     MONUMENTED       CGS
 OY0069  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0069  HISTORY     - 1967     GOOD             NGS
 OY0069  HISTORY     - 19920604 GOOD             NGS
 OY0069  HISTORY     - 19950601 GOOD             IDTD
 OY0069
 OY0069                          STATION DESCRIPTION
 OY0069
 OY0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0069'THE STATION IS ABOUT 8-1/2 MILES NORTH-NORTHWEST OF ROBERTS, ON
 OY0069'THE SUMMIT OF THE ROCKY KNOLL AND IN THE CENTER OF THE NORTHEAST
 OY0069'QUADRANT OF THE EAST APPROACH TO THE INTERCHANGE AT THE JUNCTION
 OY0069'OF U.S. HIGHWAY 91 AND STATE HIGHWAY 28.
 OY0069'
 OY0069'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91 AND
 OY0069'STATE HIGHWAY 48 IN ROBERTS, DRIVE NORTH, WEST AND NORTH ON U.S.
 OY0069'HIGHWAY 91 FOR 9.0 MILES TO THE INTERCHANGE AT THE JUNCTION OF
 OY0069'U.S. HIGHWAY 91 AND STATE HIGHWAY 28.  KEEP RIGHT FOR 0.05 MILE
 OY0069'TO THE SUMMIT OF THE EAST APPROACH TO THE OVERPASS AND THE
 OY0069'STATION.
 OY0069'
 OY0069'THE STATION MARK, STAMPED IDA 15-121 1959, IS A STANDARD DISK
 OY0069'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE
 OY0069'OF THE GROUND.  IT IS 17.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 OY0069'POST WITH SIGN.
 OY0069'
 OY0069'REFERENCE MARK 1, STAMPED IDA 15-121 NO 1 1959, IS A STANDARD DISK
 OY0069'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 OY0069'SURFACE OF THE GROUND.  IT IS 35.5 FEET SOUTHEAST OF THE METAL
 OY0069'WITNESS POST WITH SIGN.
 OY0069'
 OY0069'REFERENCE MARK 2, STAMPED IDA 15-121 NO 2 1959, IS A STANDARD DISK
 OY0069'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 OY0069'SURFACE OF THE GROUND.  IT IS 43.0 FEET SOUTH-SOUTHWEST OF THE
 OY0069'METAL WITNESS POST WITH SIGN.
 OY0069
 OY0069                          STATION RECOVERY (1967)
 OY0069
 OY0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0069'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0069'CONDITION AND LEVELED OVER.
 OY0069'
 OY0069'TO REACH FROM THE HAMER OVERPASS AT HAMER, GO 6.45 MILES SOUTH
 OY0069'ALONG INTERSTATE HIGHWAY 15.
 OY0069'
 OY0069'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0069'IDA 15-121 1959.  ON A SMALL KNOLL, AT SAGE JUNCTION OVERPASS,
 OY0069'123 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY
 OY0069'88 AND EAST ACCESS ROADS, 115 FEET NORTH OF THE CENTER LINE OF
 OY0069'STATE HIGHWAY 88, 16.8 FEET SOUTHWEST OF A WITNESS POST, IN THE
 OY0069'TOP OF A SMALL BOULDER FLUSH WITH THE GROUND.
 OY0069'
 OY0069'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-121
 OY0069'NO 1 1959.  32.92 FEET EAST-SOUTHEAST OF THE STATION, IN THE
 OY0069'TOP OF A SMALL LAVA BOULDER ABOUT FLUSH WITH THE GROUND.
 OY0069'
 OY0069'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-121
 OY0069'NO 2 1959.  26.52 FEET SOUTH-SOUTHWEST OF THE STATION, IN THE
 OY0069'TOP OF A SMALL BOULDER ABOUT FLUSH WITH THE GROUND.
 OY0069'
 OY0069'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/4
 OY0069'MILES SOUTH OF HAMER.
 OY0069
 OY0069                          STATION RECOVERY (1967)
 OY0069
 OY0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0069'6.45 MI S FROM HAMER.
 OY0069'6.45 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS
 OY0069'AT HAMER, 0.05 MILE EAST OF THE CENTER OF THE HIGHWAY, ON A SMALL
 OY0069'KNOLL, AT SAGE JUNCTION OVERPASS, IN THE TOP OF A SMALL LAVA BOULDER
 OY0069'WHICH IS ABOUT FLUSH WITH THE GROUND, 250 FEET EAST OF BENCH MARK P
 OY0069'90, 123 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY
 OY0069'88 AND EAST ACCESS ROADS, 115 FEET NORTH OF THE CENTER LINE OF STATE
 OY0069'HIGHWAY 88, 90 FEET EAST OF THE SOUTHEAST CORNER OF A STEEL
 OY0069'CATTLEGUARD WHICH IS ON THE NORTHEAST FREEWAY ENTRANCE ROAD, 25.9 FEET
 OY0069'SOUTH OF A FENCE, 32.92 FEET WEST-NORTHWEST OF R.M. 1, 26.52 FEET
 OY0069'NORTH-NORTHEAST OF R.M. 2, 16.8 FEET SOUTHWEST OF A WITNESS POST,
 OY0069'ABOUT 4 FEET HIGHER THAN STATE HIGHWAY 88.
 OY0069
 OY0069                          STATION RECOVERY (1992)
 OY0069
 OY0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0069'19.8 KM (12.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY0069'OFFICE IN TERRETON, NEAR THE CENTER OF 4 BY 5-FOOT AREA OF
 OY0069'OUTCROPPING BEDROCK, 34.9 M (114.5 FT) NORTH OF THE HIGHWAY
 OY0069'CENTERLINE, 10.1 M (33.1 FT) NORTHWEST OF REFERENCE MARK 1, 8.1 M
 OY0069'(26.6 FT) NORTHEAST OF REFERENCE MARK 2, 8.0 M (26.2 FT) SOUTH OF A
 OY0069'WITNESS POST AND FENCE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 OY0069'HIGHWAY, AND 0.6 M (2.0 FT) EAST OF A CAIRN.
 OY0069
 OY0069                          STATION RECOVERY (1995)
 OY0069
 OY0069'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1995 (GDJ)
 OY0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0070 ***********************************************************************
 OY0070  DESIGNATION -  IDA 15 121 RM 1
 OY0070  PID         -  OY0070
 OY0070  STATE/COUNTY-  ID/JEFFERSON
 OY0070  USGS QUAD   -  MARKET LAKE (1964)
 OY0070
 OY0070                         *CURRENT SURVEY CONTROL
 OY0070  ___________________________________________________________________
 OY0070* NAD 83(1986)-  43 49 52.     (N)    112 11 38.     (W)     SCALED    
 OY0070* NAVD 88     -      1497.714  (meters)    4913.75   (feet)  ADJUSTED  
 OY0070  ___________________________________________________________________
 OY0070  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 OY0070  DYNAMIC HT  -        1496.977 (meters)    4911.33  (feet)  COMP
 OY0070  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 OY0070
 OY0070  VERT ORDER  -  FIRST     CLASS II
 OY0070
 OY0070.The horizontal coordinates were scaled from a topographic map and have
 OY0070.an estimated accuracy of +/- 6 seconds.
 OY0070
 OY0070.The orthometric height was determined by differential leveling
 OY0070.and adjusted by the National Geodetic Survey in December 1992..
 OY0070
 OY0070.The geoid height was determined by GEOID03.
 OY0070
 OY0070.The dynamic height is computed by dividing the NAVD 88
 OY0070.geopotential number by the normal gravity value computed on the
 OY0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0070.degrees latitude (g = 980.6199 gals.).
 OY0070
 OY0070.The modeled gravity was interpolated from observed gravity values.
 OY0070
 OY0070;                    North         East    Units  Estimated Accuracy
 OY0070;SPC ID E     -   240,430.      197,810.      MT  (+/- 180 meters Scaled)
 OY0070
 OY0070                          SUPERSEDED SURVEY CONTROL
 OY0070
 OY0070  NAVD 88 (06/15/91) 1497.740  (m)         4913.84   (f) UNKNOWN     1 2
 OY0070  NGVD 29 (08/20/92) 1496.658  (m)         4910.29   (f) ADJUSTED    1 2
 OY0070
 OY0070.Superseded values are not recommended for survey control.
 OY0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0070.See file dsdata.txt to determine how the superseded data were derived.
 OY0070
 OY0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP040538(NAD 83)
 OY0070_MARKER: DR = REFERENCE MARK DISK
 OY0070_SETTING: 66 = SET IN ROCK OUTCROP
 OY0070_SP_SET: BEDROCK
 OY0070_STAMPING: IDA 15-121 NO 1 1959
 OY0070_MARK LOGO: CGS   
 OY0070_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0070+STABILITY: POSITION/ELEVATION WELL
 OY0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0070+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1992
 OY0070
 OY0070  HISTORY     - Date     Condition        Report By
 OY0070  HISTORY     - 1959     MONUMENTED       CGS
 OY0070  HISTORY     - 1967     GOOD             NGS
 OY0070  HISTORY     - 19920604 GOOD             NGS
 OY0070  HISTORY     - 19950601 GOOD             IDTD
 OY0070
 OY0070                          STATION DESCRIPTION
 OY0070
 OY0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0070'6.45 MI S FROM HAMER.
 OY0070'6.45 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS
 OY0070'AT HAMER, AT SAGE JUNCTION OVERPASS, 32.92 FEET EAST-SOUTHEAST OF THE
 OY0070'STATION, 109 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 88, IN THE
 OY0070'TOP OF A SMALL LAVA BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND,
 OY0070'43.62 FEET EAST OF R.M. 2, 73 1/2 FEET SOUTHWEST OF A FENCE CORNER,
 OY0070'46.6 FEET SOUTH OF A FENCE, 35.5 FEET SOUTHEAST OF A WITNESS POST, AND
 OY0070'ABOUT 1/2 FOOT LOWER THAN THE STATION.
 OY0070
 OY0070                          STATION RECOVERY (1992)
 OY0070
 OY0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0070'19.8 KM (12.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY0070'OFFICE IN TERRETON, NEAR THE CENTER OF 1 BY 1-FOOT AREA OF
 OY0070'OUTCROPPING BEDROCK, 32.8 M (107.6 FT) NORTH OF THE HIGHWAY
 OY0070'CENTERLINE, 13.4 M (44.0 FT) EAST OF REFERENCE MARK 2, 10.1 M (33.1
 OY0070'FT) SOUTHEAST OF TRIANGULATION STATION IDA 15 121, 0.7 M (2.3 FT)
 OY0070'SOUTH OF A CAIRN, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 OY0070
 OY0070                          STATION RECOVERY (1995)
 OY0070
 OY0070'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1995 (GDJ)
 OY0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0071 ***********************************************************************
 OY0071  DESIGNATION -  IDA 15 121 RM 2
 OY0071  PID         -  OY0071
 OY0071  STATE/COUNTY-  ID/JEFFERSON
 OY0071  USGS QUAD   -  MARKET LAKE (1964)
 OY0071
 OY0071                         *CURRENT SURVEY CONTROL
 OY0071  ___________________________________________________________________
 OY0071* NAD 83(1986)-  43 49 52.     (N)    112 11 38.     (W)     SCALED    
 OY0071* NAVD 88     -      1497.887  (meters)    4914.32   (feet)  ADJUSTED  
 OY0071  ___________________________________________________________________
 OY0071  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 OY0071  DYNAMIC HT  -        1497.150 (meters)    4911.90  (feet)  COMP
 OY0071  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 OY0071
 OY0071  VERT ORDER  -  FIRST     CLASS II
 OY0071
 OY0071.The horizontal coordinates were scaled from a topographic map and have
 OY0071.an estimated accuracy of +/- 6 seconds.
 OY0071
 OY0071.The orthometric height was determined by differential leveling
 OY0071.and adjusted by the National Geodetic Survey in December 1992..
 OY0071
 OY0071.The geoid height was determined by GEOID03.
 OY0071
 OY0071.The dynamic height is computed by dividing the NAVD 88
 OY0071.geopotential number by the normal gravity value computed on the
 OY0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0071.degrees latitude (g = 980.6199 gals.).
 OY0071
 OY0071.The modeled gravity was interpolated from observed gravity values.
 OY0071
 OY0071;                    North         East    Units  Estimated Accuracy
 OY0071;SPC ID E     -   240,430.      197,810.      MT  (+/- 180 meters Scaled)
 OY0071
 OY0071                          SUPERSEDED SURVEY CONTROL
 OY0071
 OY0071  NAVD 88 (06/15/91) 1497.912  (m)         4914.40   (f) UNKNOWN     1 2
 OY0071  NGVD 29 (08/20/92) 1496.830  (m)         4910.85   (f) ADJUSTED    1 2
 OY0071
 OY0071.Superseded values are not recommended for survey control.
 OY0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0071.See file dsdata.txt to determine how the superseded data were derived.
 OY0071
 OY0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP040538(NAD 83)
 OY0071_MARKER: DR = REFERENCE MARK DISK
 OY0071_SETTING: 80 = SET IN A BOULDER
 OY0071_SP_SET: IN DRILL HOLE IN A BOULDER
 OY0071_STAMPING: IDA 15-121 NO 2 1959
 OY0071_MARK LOGO: CGS   
 OY0071_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0071+STABILITY: SURFACE MOTION
 OY0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0071+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1992
 OY0071
 OY0071  HISTORY     - Date     Condition        Report By
 OY0071  HISTORY     - 1959     MONUMENTED       CGS
 OY0071  HISTORY     - 1967     GOOD             NGS
 OY0071  HISTORY     - 19920604 GOOD             NGS
 OY0071  HISTORY     - 19950601 POOR             IDTD
 OY0071
 OY0071                          STATION DESCRIPTION
 OY0071
 OY0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0071'6.45 MI S FROM HAMER.
 OY0071'6.45 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS
 OY0071'AT HAMER, AT SAGE JUNCTION OVERPASS, IN THE TOP OF A SMALL LAVA
 OY0071'BOULDER WHICH PROJECTS ABOUT 0.1 FOOT ABOVE THE GROUND, 96 1/2 FEET
 OY0071'NORTHEAST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 88 AND EAST
 OY0071'ACCESS ROADS, 109 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 88,
 OY0071'26.52 FEET SOUTH-SOUTHWEST OF THE STATION, 43.62 FEET WEST OF R.M. 1,
 OY0071'46.5 FEET SOUTH OF A FENCE, 43.5 FEET SOUTHWEST OF A WITNESS POST, AND
 OY0071'ABOUT LEVEL WITH THE STATION.
 OY0071
 OY0071                          STATION RECOVERY (1992)
 OY0071
 OY0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0071'19.8 KM (12.30 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY0071'OFFICE IN TERRETON, NEAR THE CENTER OF 1 BY 1-FOOT PARTIALLY EXPOSED
 OY0071'BOULDER, 27.1 M (88.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.4 M
 OY0071'(44.0 FT) WEST OF REFERENCE MARK 1, 8.1 M (26.6 FT) SOUTHWEST OF
 OY0071'TRIANGULATION STATION IDA 15 121, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 OY0071'THE HIGHWAY, AND 0.5 M (1.6 FT) EAST OF A CAIRN.
 OY0071
 OY0071                          STATION RECOVERY (1995)
 OY0071
 OY0071'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1995 (GDJ)
 OY0071'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0082 ***********************************************************************
 OY0082  DESIGNATION -  IDA 15 122
 OY0082  PID         -  OY0082
 OY0082  STATE/COUNTY-  ID/JEFFERSON
 OY0082  USGS QUAD   -  MARKET LAKE (1964)
 OY0082
 OY0082                         *CURRENT SURVEY CONTROL
 OY0082  ___________________________________________________________________
 OY0082* NAD 83(1992)-  43 50 36.36069(N)    112 11 56.71285(W)     ADJUSTED  
 OY0082* NAVD 88     -      1499.074  (meters)    4918.21   (feet)  ADJUSTED  
 OY0082  ___________________________________________________________________
 OY0082  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 OY0082  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 OY0082  DYNAMIC HT  -        1498.334 (meters)    4915.78  (feet)  COMP
 OY0082  MODELED GRAV-     980,072.5   (mgal)                       NAVD 88
 OY0082
 OY0082  HORZ ORDER  -  SECOND
 OY0082  VERT ORDER  -  FIRST     CLASS II
 OY0082
 OY0082.The horizontal coordinates were established by classical geodetic methods
 OY0082.and adjusted by the National Geodetic Survey in July 1992..
 OY0082
 OY0082.The orthometric height was determined by differential leveling
 OY0082.and adjusted by the National Geodetic Survey in June 1991..
 OY0082
 OY0082.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0082
 OY0082.The geoid height was determined by GEOID03.
 OY0082
 OY0082.The dynamic height is computed by dividing the NAVD 88
 OY0082.geopotential number by the normal gravity value computed on the
 OY0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0082.degrees latitude (g = 980.6199 gals.).
 OY0082
 OY0082.The modeled gravity was interpolated from observed gravity values.
 OY0082
 OY0082;                    North         East     Units Scale Factor Converg.
 OY0082;SPC ID E     -   241,800.411   197,393.005   MT  0.99994745   -0 01 20.8
 OY0082;UTM  12      - 4,855,182.293   403,611.534   MT  0.99971427   -0 49 50.4
 OY0082
 OY0082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0082!SPC ID E     -   0.99976678  x   0.99994745  =   0.99971424
 OY0082!UTM  12      -   0.99976678  x   0.99971427  =   0.99948112
 OY0082
 OY0082|---------------------------------------------------------------------|
 OY0082| PID    Reference Object                     Distance      Geod. Az  |
 OY0082|                                                           dddmmss.s |
 OY0082| OY0083 IDA 15 122 RM 1                       9.472 METERS 16103     |
 OY0082| OY0069 IDA 15 121                          APPROX. 1.4 KM 1625412.6 |
 OY0082| OY0084 IDA 15 122 RM 2                       8.781 METERS 26029     |
 OY0082|---------------------------------------------------------------------|
 OY0082
 OY0082                          SUPERSEDED SURVEY CONTROL
 OY0082
 OY0082  NAD 83(1986)-  43 50 36.35502(N)    112 11 56.70022(W) AD(       ) 2
 OY0082  NAD 27      -  43 50 36.68150(N)    112 11 53.78060(W) AD(       ) 2
 OY0082  NGVD 29 (??/??/92) 1497.987  (m)         4914.65   (f) ADJ UNCH    1 2
 OY0082
 OY0082.Superseded values are not recommended for survey control.
 OY0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0082.See file dsdata.txt to determine how the superseded data were derived.
 OY0082
 OY0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0361255182(NAD 83)
 OY0082_MARKER: DS = TRIANGULATION STATION DISK
 OY0082_SETTING: 66 = SET IN ROCK OUTCROP
 OY0082_SP_SET: BOULDER
 OY0082_STAMPING: IDA 15-122 1959
 OY0082_MARK LOGO: CGS   
 OY0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0082+STABILITY: POSITION/ELEVATION WELL
 OY0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0082+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1993
 OY0082
 OY0082  HISTORY     - Date     Condition        Report By
 OY0082  HISTORY     - 1959     MONUMENTED       CGS
 OY0082  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0082  HISTORY     - 1967     GOOD             NGS
 OY0082  HISTORY     - 19930307 GOOD             IDDT
 OY0082
 OY0082                          STATION DESCRIPTION
 OY0082
 OY0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0082'THE STATION IS 6.0 MILES SOUTH-SOUTHWEST OF HAMER, 0.7 MILE
 OY0082'NORTH OF THE INTERCHANGE AT THE JUNCTION OF STATE HIGHWAY
 OY0082'28 AND U.S. HIGHWAY 91, ON THE SUMMIT OF A LOW RIDGE ON THE EAST
 OY0082'SIDE OF THE NEW INTERSTATE HIGHWAY, WHICH IS UNDER CONSTRUCTION
 OY0082'AT THIS TIME.  (OCT. 12, 1959)
 OY0082'
 OY0082'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91,
 OY0082'STATE HIGHWAY 28 AND THE NEW INTERSTATE HIGHWAY, DRIVE NORTH
 OY0082'ON THE INTERSTATE HIGHWAY FOR 0.7 MILE TO THE STATION ON THE
 OY0082'RIGHT.
 OY0082'
 OY0082'THE STATION MARK, STAMPED IDA 15-122 1959, IS A STANDARD DISK
 OY0082'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 OY0082'SURFACE OF THE GROUND.  IT IS 10.8 FEET WEST OF THE EAST
 OY0082'RIGHT-OF-WAY FENCE AND 4.5 FEET NORTHEAST OF A METAL WITNESS
 OY0082'POST WITH SIGN.
 OY0082'
 OY0082'REFERENCE MARK 1, STAMPED IDA 15-122 NO 1 1959, IS A STANDARD
 OY0082'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 OY0082'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 5 FEET WEST
 OY0082'OF THE EAST RIGHT-OF-WAY FENCE AND 28 FEET SOUTH-SOUTHEAST
 OY0082'OF THE METAL WITNESS POST WITH SIGN.
 OY0082'
 OY0082'REFERENCE MARK 2, STAMPED IDA 15-122 NO 2 1959, IS A STANDARD
 OY0082'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 OY0082'GROUND.  IT IS 60.8 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE
 OY0082'AND 25 FEET WEST OF THE METAL WITNESS POST WITH SIGN.
 OY0082
 OY0082                          STATION RECOVERY (1967)
 OY0082
 OY0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0082'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0082'CONDITION AND LEVELED OVER.
 OY0082'
 OY0082'TO REACH FROM THE HAMER OVERPASS AT HAMER, GO 5.55 MILES SOUTH
 OY0082'ALONG INTERSTATE HIGHWAY 15.
 OY0082'
 OY0082'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0082'IDA 15-122 1959.  ON THE TOP OF A LAVA ROCK CUT, 139 FEET
 OY0082'EAST OF THE CENTER LINE OF THE HIGHWAY, 11.0 FEET WEST OF THE
 OY0082'EAST HIGHWAY RIGHT-OF-WAY FENCE, 5.6 FEET NORTHEAST OF A WITNESS
 OY0082'POST, IN THE TOP OF A LAVA BOULDER PROJECTING 0.1 FOOT ABOVE
 OY0082'THE GROUND.
 OY0082'
 OY0082'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-122
 OY0082'NO 1 1959.  31.08 FEET SOUTH-SOUTHEAST OF THE STATION, 147 FEET
 OY0082'EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LAVA
 OY0082'BOULDER WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 OY0082'
 OY0082'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-122
 OY0082'NO 2 1959.  28.81 FEET WEST OF THE STATION, 111 FEET EAST OF
 OY0082'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LAVA BOULDER
 OY0082'WHICH PROJECTS ABOUT 0.1 FOOT ABOVE THE GROUND.
 OY0082'
 OY0082'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2
 OY0082'MILES SOUTH OF HAMER.
 OY0082
 OY0082                          STATION RECOVERY (1967)
 OY0082
 OY0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0082'5.55 MI S FROM HAMER.
 OY0082'5.55 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS
 OY0082'AT HAMER, ON THE TOP OF A LAVA ROCK CUT, IN THE TOP OF A LAVA BOULDER
 OY0082'WHICH IS ABOUT FLUSH WITH THE GROUND, 139 FEET EAST OF THE CENTER LINE
 OY0082'OF THE HIGHWAY, 11.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE OF THE
 OY0082'FREEWAY, 31.08 FEET NORTH-NORTHWEST OF R.M. 1, 28.81 FEET EAST OF R.M.
 OY0082'2, 5.6 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN
 OY0082'THE HIGHWAY.
 OY0082
 OY0082                          STATION RECOVERY (1993)
 OY0082
 OY0082'RECOVERY NOTE BY ID DEPT OF TRANSP 1993 (RR)
 OY0082'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0083 ***********************************************************************
 OY0083  DESIGNATION -  IDA 15 122 RM 1
 OY0083  PID         -  OY0083
 OY0083  STATE/COUNTY-  ID/JEFFERSON
 OY0083  USGS QUAD   -  MARKET LAKE (1964)
 OY0083
 OY0083                         *CURRENT SURVEY CONTROL
 OY0083  ___________________________________________________________________
 OY0083* NAD 83(1986)-  43 50 36.     (N)    112 11 56.     (W)     SCALED    
 OY0083* NAVD 88     -      1498.941  (meters)    4917.78   (feet)  ADJUSTED  
 OY0083  ___________________________________________________________________
 OY0083  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 OY0083  DYNAMIC HT  -        1498.202 (meters)    4915.35  (feet)  COMP
 OY0083  MODELED GRAV-     980,072.4   (mgal)                       NAVD 88
 OY0083
 OY0083  VERT ORDER  -  FIRST     CLASS II
 OY0083
 OY0083.The horizontal coordinates were scaled from a topographic map and have
 OY0083.an estimated accuracy of +/- 6 seconds.
 OY0083
 OY0083.The orthometric height was determined by differential leveling
 OY0083.and adjusted by the National Geodetic Survey in June 1991..
 OY0083
 OY0083.The geoid height was determined by GEOID03.
 OY0083
 OY0083.The dynamic height is computed by dividing the NAVD 88
 OY0083.geopotential number by the normal gravity value computed on the
 OY0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0083.degrees latitude (g = 980.6199 gals.).
 OY0083
 OY0083.The modeled gravity was interpolated from observed gravity values.
 OY0083
 OY0083;                    North         East    Units  Estimated Accuracy
 OY0083;SPC ID E     -   241,790.      197,410.      MT  (+/- 180 meters Scaled)
 OY0083
 OY0083                          SUPERSEDED SURVEY CONTROL
 OY0083
 OY0083  NGVD 29 (??/??/92) 1497.854  (m)         4914.21   (f) ADJ UNCH    1 2
 OY0083
 OY0083.Superseded values are not recommended for survey control.
 OY0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0083.See file dsdata.txt to determine how the superseded data were derived.
 OY0083
 OY0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP036551(NAD 83)
 OY0083_MARKER: DR = REFERENCE MARK DISK
 OY0083_SETTING: 66 = SET IN ROCK OUTCROP
 OY0083_SP_SET: BOULDER
 OY0083_STAMPING: IDA 15-122 NO 1 1959
 OY0083_MARK LOGO: CGS   
 OY0083_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0083+STABILITY: POSITION/ELEVATION WELL
 OY0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0083+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1993
 OY0083
 OY0083  HISTORY     - Date     Condition        Report By
 OY0083  HISTORY     - 1959     MONUMENTED       CGS
 OY0083  HISTORY     - 1967     GOOD             NGS
 OY0083  HISTORY     - 19930307 GOOD             IDDT
 OY0083
 OY0083                          STATION DESCRIPTION
 OY0083
 OY0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0083'5.55 MI S FROM HAMER.
 OY0083'5.55 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS
 OY0083'AT HAMER, 31.08 FEET SOUTH-SOUTHEAST OF THE STATION, IN THE TOP OF A
 OY0083'LAVA BOULDER WHICH PROJECTS ABOUT 0.3 FOOT ABOVE THE GROUND, 147 FEET
 OY0083'EAST OF THE CENTER LINE OF THE HIGHWAY, 5.1 FEET WEST OF THE EAST
 OY0083'HIGHWAY RIGHT-OF-WAY FENCE, 28.3 FEET SOUTH OF A WITNESS POST, AND
 OY0083'ABOUT LEVEL WITH THE STATION.
 OY0083
 OY0083                          STATION RECOVERY (1993)
 OY0083
 OY0083'RECOVERY NOTE BY ID DEPT OF TRANSP 1993 (RR)
 OY0083'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0084 ***********************************************************************
 OY0084  DESIGNATION -  IDA 15 122 RM 2
 OY0084  PID         -  OY0084
 OY0084  STATE/COUNTY-  ID/JEFFERSON
 OY0084  USGS QUAD   -  MARKET LAKE (1964)
 OY0084
 OY0084                         *CURRENT SURVEY CONTROL
 OY0084  ___________________________________________________________________
 OY0084* NAD 83(1986)-  43 50 36.     (N)    112 11 56.     (W)     SCALED    
 OY0084* NAVD 88     -      1498.989  (meters)    4917.93   (feet)  ADJUSTED  
 OY0084  ___________________________________________________________________
 OY0084  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 OY0084  DYNAMIC HT  -        1498.249 (meters)    4915.51  (feet)  COMP
 OY0084  MODELED GRAV-     980,072.4   (mgal)                       NAVD 88
 OY0084
 OY0084  VERT ORDER  -  FIRST     CLASS II
 OY0084
 OY0084.The horizontal coordinates were scaled from a topographic map and have
 OY0084.an estimated accuracy of +/- 6 seconds.
 OY0084
 OY0084.The orthometric height was determined by differential leveling
 OY0084.and adjusted by the National Geodetic Survey in June 1991..
 OY0084
 OY0084.The geoid height was determined by GEOID03.
 OY0084
 OY0084.The dynamic height is computed by dividing the NAVD 88
 OY0084.geopotential number by the normal gravity value computed on the
 OY0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0084.degrees latitude (g = 980.6199 gals.).
 OY0084
 OY0084.The modeled gravity was interpolated from observed gravity values.
 OY0084
 OY0084;                    North         East    Units  Estimated Accuracy
 OY0084;SPC ID E     -   241,790.      197,410.      MT  (+/- 180 meters Scaled)
 OY0084
 OY0084                          SUPERSEDED SURVEY CONTROL
 OY0084
 OY0084  NGVD 29 (??/??/92) 1497.902  (m)         4914.37   (f) ADJ UNCH    1 2
 OY0084
 OY0084.Superseded values are not recommended for survey control.
 OY0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0084.See file dsdata.txt to determine how the superseded data were derived.
 OY0084
 OY0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP036551(NAD 83)
 OY0084_MARKER: DR = REFERENCE MARK DISK
 OY0084_SETTING: 66 = SET IN ROCK OUTCROP
 OY0084_SP_SET: BOULDER
 OY0084_STAMPING: IDA 15-122 NO 2 1959
 OY0084_MARK LOGO: CGS   
 OY0084_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0084+STABILITY: POSITION/ELEVATION WELL
 OY0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0084+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1993
 OY0084
 OY0084  HISTORY     - Date     Condition        Report By
 OY0084  HISTORY     - 1959     MONUMENTED       CGS
 OY0084  HISTORY     - 1967     GOOD             NGS
 OY0084  HISTORY     - 19930307 GOOD             IDDT
 OY0084
 OY0084                          STATION DESCRIPTION
 OY0084
 OY0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0084'5.55 MI S FROM HAMER.
 OY0084'5.55 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS
 OY0084'AT HAMER, ON THE TOP OF A LAVA ROCK CUT, IN THE TOP OF A LAVA BOULDER
 OY0084'PROJECTING ABOUT 0.1 FOOT ABOVE THE GROUND, 28.81 FEET WEST OF THE
 OY0084'STATION, 111 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 39.8 FEET
 OY0084'WEST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE, 45.65 FEET NORTHWEST OF
 OY0084'R.M. 1, 25.3 FEET WEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 OY0084'STATION.
 OY0084
 OY0084                          STATION RECOVERY (1993)
 OY0084
 OY0084'RECOVERY NOTE BY ID DEPT OF TRANSP 1993 (RR)
 OY0084'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0086 ***********************************************************************
 OY0086  DESIGNATION -  IDA 15 123
 OY0086  PID         -  OY0086
 OY0086  STATE/COUNTY-  ID/JEFFERSON
 OY0086  USGS QUAD   -  MARKET LAKE (1964)
 OY0086
 OY0086                         *CURRENT SURVEY CONTROL
 OY0086  ___________________________________________________________________
 OY0086* NAD 83(1992)-  43 51 59.36998(N)    112 12 08.34107(W)     ADJUSTED  
 OY0086* NAVD 88     -      1495.090  (meters)    4905.14   (feet)  ADJUSTED  
 OY0086  ___________________________________________________________________
 OY0086  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 OY0086  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 OY0086  DYNAMIC HT  -        1494.353 (meters)    4902.72  (feet)  COMP
 OY0086  MODELED GRAV-     980,072.8   (mgal)                       NAVD 88
 OY0086
 OY0086  HORZ ORDER  -  SECOND
 OY0086  VERT ORDER  -  FIRST     CLASS II
 OY0086
 OY0086.The horizontal coordinates were established by classical geodetic methods
 OY0086.and adjusted by the National Geodetic Survey in July 1992..
 OY0086
 OY0086.The orthometric height was determined by differential leveling
 OY0086.and adjusted by the National Geodetic Survey in June 1991..
 OY0086
 OY0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0086
 OY0086.The geoid height was determined by GEOID03.
 OY0086
 OY0086.The dynamic height is computed by dividing the NAVD 88
 OY0086.geopotential number by the normal gravity value computed on the
 OY0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0086.degrees latitude (g = 980.6199 gals.).
 OY0086
 OY0086.The modeled gravity was interpolated from observed gravity values.
 OY0086
 OY0086;                    North         East     Units Scale Factor Converg.
 OY0086;SPC ID E     -   244,362.359   197,134.372   MT  0.99994747   -0 01 28.9
 OY0086;UTM  12      - 4,857,747.037   403,389.123   MT  0.99971480   -0 49 59.7
 OY0086
 OY0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0086!SPC ID E     -   0.99976740  x   0.99994747  =   0.99971488
 OY0086!UTM  12      -   0.99976740  x   0.99971480  =   0.99948227
 OY0086
 OY0086:                Primary Azimuth Mark                     Grid Az
 OY0086:SPC ID E     -  IDA 15 122                               174 14 07.5
 OY0086:UTM  12      -  IDA 15 122                               175 02 38.3
 OY0086
 OY0086|---------------------------------------------------------------------|
 OY0086| PID    Reference Object                     Distance      Geod. Az  |
 OY0086|                                                           dddmmss.s |
 OY0086| OY0082 IDA 15 122                          APPROX. 2.6 KM 1741238.6 |
 OY0086| OY0088 IDA 15 123 RM 2                      10.994 METERS 23314     |
 OY0086| OY0087 IDA 15 123 RM 1                       8.430 METERS 35421     |
 OY0086|---------------------------------------------------------------------|
 OY0086
 OY0086                          SUPERSEDED SURVEY CONTROL
 OY0086
 OY0086  NAD 83(1986)-  43 51 59.36461(N)    112 12 08.32842(W) AD(       ) 2
 OY0086  NAD 27      -  43 51 59.69170(N)    112 12 05.40720(W) AD(       ) 2
 OY0086  NGVD 29 (??/??/92) 1494.002  (m)         4901.57   (f) ADJ UNCH    1 2
 OY0086
 OY0086.Superseded values are not recommended for survey control.
 OY0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0086.See file dsdata.txt to determine how the superseded data were derived.
 OY0086
 OY0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0338957747(NAD 83)
 OY0086_MARKER: DS = TRIANGULATION STATION DISK
 OY0086_SETTING: 80 = SET IN A BOULDER
 OY0086_SP_SET: BOULDER
 OY0086_STAMPING: IDA 15-123 1959
 OY0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0086+STABILITY: SURFACE MOTION
 OY0086
 OY0086  HISTORY     - Date     Condition        Report By
 OY0086  HISTORY     - 1959     MONUMENTED       CGS
 OY0086  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0086  HISTORY     - 1967     GOOD             NGS
 OY0086
 OY0086                          STATION DESCRIPTION
 OY0086
 OY0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0086'THE STATION IS 1/2 MILE WEST AND 4.2 MILES SOUTH OF HAMER,
 OY0086'ON THE EAST SIDE OF THE INTERSTATE ROUTE, 43 FEET WEST OF THE
 OY0086'EAST RIGHT OF WAY FENCE LINE AND 11 FEET WEST OF A METAL
 OY0086'WITNESS POST WITH SIGN ATTACHED.
 OY0086'
 OY0086'TO REACH THE STATION FROM THE POST OFFICE AT HAMER, GO SOUTH
 OY0086'ALONG U.S. HIGHWAY 91 FOR 2 MILES TO A SIDE ROAD RIGHT, LEADING
 OY0086'TO THE OVERPASS, TURN RIGHT FOR 0.45 MILES TO THE OVERPASS,
 OY0086'TURN LEFT ALONG THE INTERSTATE ROUTE AND GO 2.3 MILES SOUTH
 OY0086'TO THE STATION ON THE LEFT ON TOP OF A SLIGHT RISE.
 OY0086'
 OY0086'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OY0086'IN A BOULDER FLUSH WITH THE SURROUNDING SURFACE AND STAMPED
 OY0086'IDA 15-123 1959.
 OY0086'
 OY0086'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 OY0086'BOULDER FLUSH WITH THE SURFACE AND STAMPED IDA 15-123 NO 1
 OY0086'1959.  IT IS 42 FEET WEST OF THE EAST RIGHT OF WAY FENCE LINE.
 OY0086'
 OY0086'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 OY0086'A BOULDER FLUSH WITH THE SURFACE AND STAMPED IDA 15-123 NO 2
 OY0086'1959.  IT IS 22 FEET EAST FROM THE TOP OF THE CUTBACK.
 OY0086'
 OY0086'A 2-WHEEL DRIVE STATION.
 OY0086
 OY0086                          STATION RECOVERY (1967)
 OY0086
 OY0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0086'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0086'CONDITION AND LEVELED OVER.
 OY0086'
 OY0086'TO REACH FROM THE HAMER OVERPASS AT HAMER, GO 4.0 MILES SOUTH
 OY0086'ALONG INTERSTATE HIGHWAY 15.
 OY0086'
 OY0086'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0086'IDA 15-123 1959.  AT A LAVA ROCK CUT, 109 FEET EAST OF THE
 OY0086'CENTER LINE OF THE HIGHWAY, 41.6 FEET WEST OF THE EAST HIGHWAY
 OY0086'RIGHT-OF-WAY FENCE, 10.5 FEET WEST OF A WITNESS POST, IN THE
 OY0086'TOP OF A SMALL LAVA BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND.
 OY0086'
 OY0086'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-123
 OY0086'NO 1 1959.  27.66 FEET NORTH OF THE STATION, IN THE TOP OF
 OY0086'A SMALL LAVA BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND.
 OY0086'
 OY0086'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-123
 OY0086'NO 2 1959.  36.07 FEET SOUTHWEST OF THE STATION, 77 FEET EAST
 OY0086'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A SMALL LAVA
 OY0086'BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND.
 OY0086'
 OY0086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILE
 OY0086'SOUTH OF HAMER
 OY0086
 OY0086                          STATION RECOVERY (1967)
 OY0086
 OY0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0086'4.0 MI S FROM HAMER.
 OY0086'4.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 OY0086'HAMER, AT THE CENTER OF A LAVA ROCK CUT, IN THE TOP OF A SMALL LAVA
 OY0086'BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND, 109 FEET EAST OF THE
 OY0086'CENTER LINE OF THE HIGHWAY, 41.6 FEET WEST OF THE EAST HIGHWAY
 OY0086'RIGHT-OF-WAY FENCE, 27.66 FEET SOUTH OF R.M. 1, 36.07 FEET NORTHEAST
 OY0086'OF R.M. 2, 10.5 FEET WEST OF A WITNESS POST, AND ABOUT 8 1/2 FEET
 OY0086'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0087 ***********************************************************************
 OY0087  DESIGNATION -  IDA 15 123 RM 1
 OY0087  PID         -  OY0087
 OY0087  STATE/COUNTY-  ID/JEFFERSON
 OY0087  USGS QUAD   -  MARKET LAKE (1964)
 OY0087
 OY0087                         *CURRENT SURVEY CONTROL
 OY0087  ___________________________________________________________________
 OY0087* NAD 83(1986)-  43 51 59.     (N)    112 12 09.     (W)     SCALED    
 OY0087* NAVD 88     -      1495.097  (meters)    4905.16   (feet)  ADJUSTED  
 OY0087  ___________________________________________________________________
 OY0087  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 OY0087  DYNAMIC HT  -        1494.360 (meters)    4902.75  (feet)  COMP
 OY0087  MODELED GRAV-     980,072.8   (mgal)                       NAVD 88
 OY0087
 OY0087  VERT ORDER  -  FIRST     CLASS II
 OY0087
 OY0087.The horizontal coordinates were scaled from a topographic map and have
 OY0087.an estimated accuracy of +/- 6 seconds.
 OY0087
 OY0087.The orthometric height was determined by differential leveling
 OY0087.and adjusted by the National Geodetic Survey in June 1991..
 OY0087.WARNING-Repeat measurements at this control monument indicate possible
 OY0087.vertical movement.
 OY0087
 OY0087.The geoid height was determined by GEOID03.
 OY0087
 OY0087.The dynamic height is computed by dividing the NAVD 88
 OY0087.geopotential number by the normal gravity value computed on the
 OY0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0087.degrees latitude (g = 980.6199 gals.).
 OY0087
 OY0087.The modeled gravity was interpolated from observed gravity values.
 OY0087
 OY0087;                    North         East    Units  Estimated Accuracy
 OY0087;SPC ID E     -   244,350.      197,120.      MT  (+/- 180 meters Scaled)
 OY0087
 OY0087                          SUPERSEDED SURVEY CONTROL
 OY0087
 OY0087  NGVD 29 (??/??/92) 1494.010  (m)         4901.60   (f) ADJ UNCH    1 2
 OY0087
 OY0087.Superseded values are not recommended for survey control.
 OY0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0087.See file dsdata.txt to determine how the superseded data were derived.
 OY0087
 OY0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP033577(NAD 83)
 OY0087_MARKER: DR = REFERENCE MARK DISK
 OY0087_SETTING: 66 = SET IN ROCK OUTCROP
 OY0087_SP_SET: ROCKCUT
 OY0087_STAMPING: IDA 15-123 NO 1 1959
 OY0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0087+STABILITY: POSITION/ELEVATION WELL
 OY0087
 OY0087  HISTORY     - Date     Condition        Report By
 OY0087  HISTORY     - 1959     MONUMENTED       CGS
 OY0087  HISTORY     - 1967     GOOD             NGS
 OY0087
 OY0087                          STATION DESCRIPTION
 OY0087
 OY0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0087'4.0 MI S FROM HAMER.
 OY0087'4.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 OY0087'HAMER, ON THE TOP OF A LAVA ROCK CUT, 27.66 FEET NORTH OF THE STATION,
 OY0087'IN THE TOP OF A SMALL LAVA BOULDER WHICH IS ABOUT FLUSH WITH THE
 OY0087'GROUND, 109 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 41.7 FEET
 OY0087'WEST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE, 27.7 FEET NORTHWEST OF A
 OY0087'WITNESS POST, AND ABOUT LEVEL WITH THE STATION.  NOTE-- THE DISK IS
 OY0087'SLANTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0088 ***********************************************************************
 OY0088  DESIGNATION -  IDA 15 123 RM 2
 OY0088  PID         -  OY0088
 OY0088  STATE/COUNTY-  ID/JEFFERSON
 OY0088  USGS QUAD   -  MARKET LAKE (1964)
 OY0088
 OY0088                         *CURRENT SURVEY CONTROL
 OY0088  ___________________________________________________________________
 OY0088* NAD 83(1986)-  43 52 00.     (N)    112 12 08.     (W)     SCALED    
 OY0088* NAVD 88     -      1495.380  (meters)    4906.09   (feet)  ADJUSTED  
 OY0088  ___________________________________________________________________
 OY0088  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 OY0088  DYNAMIC HT  -        1494.643 (meters)    4903.67  (feet)  COMP
 OY0088  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 OY0088
 OY0088  VERT ORDER  -  FIRST     CLASS II
 OY0088
 OY0088.The horizontal coordinates were scaled from a topographic map and have
 OY0088.an estimated accuracy of +/- 6 seconds.
 OY0088
 OY0088.The orthometric height was determined by differential leveling
 OY0088.and adjusted by the National Geodetic Survey in June 1991..
 OY0088
 OY0088.The geoid height was determined by GEOID03.
 OY0088
 OY0088.The dynamic height is computed by dividing the NAVD 88
 OY0088.geopotential number by the normal gravity value computed on the
 OY0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0088.degrees latitude (g = 980.6199 gals.).
 OY0088
 OY0088.The modeled gravity was interpolated from observed gravity values.
 OY0088
 OY0088;                    North         East    Units  Estimated Accuracy
 OY0088;SPC ID E     -   244,380.      197,140.      MT  (+/- 180 meters Scaled)
 OY0088
 OY0088                          SUPERSEDED SURVEY CONTROL
 OY0088
 OY0088  NGVD 29 (??/??/92) 1494.293  (m)         4902.53   (f) ADJ UNCH    1 2
 OY0088
 OY0088.Superseded values are not recommended for survey control.
 OY0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0088.See file dsdata.txt to determine how the superseded data were derived.
 OY0088
 OY0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP033577(NAD 83)
 OY0088_MARKER: DR = REFERENCE MARK DISK
 OY0088_SETTING: 80 = SET IN A BOULDER
 OY0088_SP_SET: BOULDER
 OY0088_STAMPING: IDA 15-123 NO 2 1959
 OY0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0088+STABILITY: SURFACE MOTION
 OY0088
 OY0088  HISTORY     - Date     Condition        Report By
 OY0088  HISTORY     - 1959     MONUMENTED       CGS
 OY0088  HISTORY     - 1967     GOOD             NGS
 OY0088
 OY0088                          STATION DESCRIPTION
 OY0088
 OY0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0088'4.0 MI S FROM HAMER.
 OY0088'4.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 OY0088'HAMER, ON THE TOP OF A LAVA ROCK CUT, IN THE TOP OF A SMALL LAVA
 OY0088'BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND, 77 FEET EAST OF THE
 OY0088'CENTER LINE OF THE HIGHWAY, 36.07 FEET SOUTHWEST OF THE STATION, 72.3
 OY0088'FEET WEST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE, 45.9 FEET SOUTHWEST
 OY0088'OF A WITNESS POST, AND ABOUT LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0089 ***********************************************************************
 OY0089  DESIGNATION -  IDA 15 124
 OY0089  PID         -  OY0089
 OY0089  STATE/COUNTY-  ID/JEFFERSON
 OY0089  USGS QUAD   -  HAMER (1964)
 OY0089
 OY0089                         *CURRENT SURVEY CONTROL
 OY0089  ___________________________________________________________________
 OY0089* NAD 83(1992)-  43 53 02.55049(N)    112 12 22.97394(W)     ADJUSTED  
 OY0089* NAVD 88     -      1480.724  (meters)    4858.01   (feet)  ADJUSTED  
 OY0089  ___________________________________________________________________
 OY0089  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 OY0089  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 OY0089  DYNAMIC HT  -        1479.994 (meters)    4855.61  (feet)  COMP
 OY0089  MODELED GRAV-     980,074.0   (mgal)                       NAVD 88
 OY0089
 OY0089  HORZ ORDER  -  SECOND
 OY0089  VERT ORDER  -  FIRST     CLASS II
 OY0089
 OY0089.The horizontal coordinates were established by classical geodetic methods
 OY0089.and adjusted by the National Geodetic Survey in July 1992..
 OY0089
 OY0089.The orthometric height was determined by differential leveling
 OY0089.and adjusted by the National Geodetic Survey in June 1991..
 OY0089
 OY0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0089
 OY0089.The geoid height was determined by GEOID03.
 OY0089
 OY0089.The dynamic height is computed by dividing the NAVD 88
 OY0089.geopotential number by the normal gravity value computed on the
 OY0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0089.degrees latitude (g = 980.6199 gals.).
 OY0089
 OY0089.The modeled gravity was interpolated from observed gravity values.
 OY0089
 OY0089;                    North         East     Units Scale Factor Converg.
 OY0089;SPC ID E     -   246,312.398   196,808.583   MT  0.99994749   -0 01 39.1
 OY0089;UTM  12      - 4,859,701.026   403,090.957   MT  0.99971551   -0 50 10.8
 OY0089
 OY0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0089!SPC ID E     -   0.99976965  x   0.99994749  =   0.99971715
 OY0089!UTM  12      -   0.99976965  x   0.99971551  =   0.99948523
 OY0089
 OY0089|---------------------------------------------------------------------|
 OY0089| PID    Reference Object                     Distance      Geod. Az  |
 OY0089|                                                           dddmmss.s |
 OY0089| OY0090 IDA 15 124 RM 1                      10.054 METERS 01449     |
 OY0089| OY0091 IDA 15 124 RM 2                      11.051 METERS 16751     |
 OY0089| OY0093 IDA 15 125                          APPROX. 1.7 KM 3575938.9 |
 OY0089|---------------------------------------------------------------------|
 OY0089
 OY0089                          SUPERSEDED SURVEY CONTROL
 OY0089
 OY0089  NAD 83(1986)-  43 53 02.54518(N)    112 12 22.96123(W) AD(       ) 2
 OY0089  NAD 27      -  43 53 02.87360(N)    112 12 20.03900(W) AD(       ) 2
 OY0089  NGVD 29 (??/??/92) 1479.635  (m)         4854.44   (f) ADJ UNCH    1 2
 OY0089
 OY0089.Superseded values are not recommended for survey control.
 OY0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0089.See file dsdata.txt to determine how the superseded data were derived.
 OY0089
 OY0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0309159701(NAD 83)
 OY0089_MARKER: DS = TRIANGULATION STATION DISK
 OY0089_SETTING: 66 = SET IN ROCK OUTCROP
 OY0089_SP_SET: ROCK OUTCROP
 OY0089_STAMPING: IDA 15-124 1959
 OY0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0089+STABILITY: POSITION/ELEVATION WELL
 OY0089
 OY0089  HISTORY     - Date     Condition        Report By
 OY0089  HISTORY     - 1959     MONUMENTED       CGS
 OY0089  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0089  HISTORY     - 1967     GOOD             NGS
 OY0089
 OY0089                          STATION DESCRIPTION
 OY0089
 OY0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0089'THE STATION IS 3.0 MILES SOUTH-SOUTHWEST OF HAMER, ON THE
 OY0089'SUMMIT OF A ROCK COVERED KNOLL ON THE EAST SIDE OF THE WEST
 OY0089'RIGHT-OF-WAY FENCE OF THE NEW INTERSTATE HIGHWAY.
 OY0089'
 OY0089'TO REACH THE STATION FROM THE POST OFFICE IN HAMER, DRIVE SOUTH
 OY0089'ON U.S. HIGHWAY 91 FOR 2.05 MILES TO A GRAVELED SIDE ROAD ON
 OY0089'THE RIGHT.  TURN RIGHT AND DRIVE WEST FOR 0.55 MILE TO AN
 OY0089'OVERPASS.  CROSS THE OVERPASS, KEEP RIGHT DOWN UPON THE INTERSTATE
 OY0089'FREEWAY AND DRIVE SOUTH FOR 1.05 MILES TO THE STATION ON THE
 OY0089'RIGHT.
 OY0089'
 OY0089'THE STATION MARK, STAMPED IDA 15-124 1959, IS A STANDARD DISK
 OY0089'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 OY0089'SUMMIT OF THE KNOLL.  IT IS ABOUT 100 YARDS WEST OF THE NORTH
 OY0089'TRAFFIC LANE OF THE HIGHWAY AND 4.5 FEET EAST OF THE WEST
 OY0089'RIGHT-OF-WAY FENCE.
 OY0089'
 OY0089'REFERENCE MARK 1, STAMPED IDA 15-124 NO 1 1959, IS A STANDARD
 OY0089'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 OY0089'2 INCHES.  IT IS 16.2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE
 OY0089'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 OY0089'
 OY0089'REFERENCE MARK 2, STAMPED IDA 15-124 NO 2 1959, IS A STANDARD
 OY0089'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 OY0089'6 INCHES.  IT IS 9 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE
 OY0089'AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 OY0089
 OY0089                          STATION RECOVERY (1967)
 OY0089
 OY0089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0089'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0089'CONDITION AND LEVELED OVER.
 OY0089'
 OY0089'TO REACH FROM THE HAMER OVERPASS AT HAMER, GO 2.8 MILES SOUTH
 OY0089'ALONG THE INTERSTATE HIGHWAY 15.
 OY0089'
 OY0089'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0089'IDA 15-124 1959.  ON A SMALL LAVA ROCK COVERED KNOLL, 300 FEET
 OY0089'WEST OF THE CENTER LINE OF THE NORTH BOUND LANES OF THE HIGHWAY,
 OY0089'4.6 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 5.5 FEET WEST
 OY0089'OF A WITNESS POST, IN THE TOP OF A LAVA OUTCROP PROJECTING
 OY0089'ABOUT 0.3 FOOT ABOVE THE GROUND.
 OY0089'
 OY0089'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-124
 OY0089'NO 1 1959.  32.98 FEET NORTH-NORTHEAST OF THE STATION, IN THE
 OY0089'TOP OF A LAVA OUTCROP PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 OY0089'
 OY0089'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-124
 OY0089'NO 2 1959.  36.25 FEET SOUTH OF THE STATION, 36.4 FEET SOUTH OF
 OY0089'A WITNESS POST, IN THE TOP OF A LAVA OUTCROP PROJECTING ABOUT
 OY0089'0.3 FOOT ABOVE THE GROUND.
 OY0089'
 OY0089'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES
 OY0089'SOUTH OF HAMER
 OY0089
 OY0089                          STATION RECOVERY (1967)
 OY0089
 OY0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0089'2.8 MI S FROM HAMER.
 OY0089'2.8 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 OY0089'HAMER, ON A SMALL LAVA ROCK COVERED KNOLL, IN THE TOP OF A 6- BY 4
 OY0089'1/2-FOOT LAVA OUTCROP PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND, 300
 OY0089'FEET WEST OF THE CENTER LINE OF THE NORTH BOUND LANES OF THE HIGHWAY,
 OY0089'36.25 FEET NORTH OF R.M. 2, 32.98 FEET SOUTH-SOUTHWEST OF R.M. 1, 4.6
 OY0089'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 5.5 FEET WEST OF A WITNESS
 OY0089'POST, AND ABOUT 8 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0090 ***********************************************************************
 OY0090  DESIGNATION -  IDA 15 124 RM 1
 OY0090  PID         -  OY0090
 OY0090  STATE/COUNTY-  ID/JEFFERSON
 OY0090  USGS QUAD   -  HAMER (1964)
 OY0090
 OY0090                         *CURRENT SURVEY CONTROL
 OY0090  ___________________________________________________________________
 OY0090* NAD 83(1986)-  43 53 03.     (N)    112 12 22.     (W)     SCALED    
 OY0090* NAVD 88     -      1480.711  (meters)    4857.97   (feet)  ADJUSTED  
 OY0090  ___________________________________________________________________
 OY0090  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 OY0090  DYNAMIC HT  -        1479.982 (meters)    4855.57  (feet)  COMP
 OY0090  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 OY0090
 OY0090  VERT ORDER  -  FIRST     CLASS II
 OY0090
 OY0090.The horizontal coordinates were scaled from a topographic map and have
 OY0090.an estimated accuracy of +/- 6 seconds.
 OY0090
 OY0090.The orthometric height was determined by differential leveling
 OY0090.and adjusted by the National Geodetic Survey in June 1991..
 OY0090
 OY0090.The geoid height was determined by GEOID03.
 OY0090
 OY0090.The dynamic height is computed by dividing the NAVD 88
 OY0090.geopotential number by the normal gravity value computed on the
 OY0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0090.degrees latitude (g = 980.6199 gals.).
 OY0090
 OY0090.The modeled gravity was interpolated from observed gravity values.
 OY0090
 OY0090;                    North         East    Units  Estimated Accuracy
 OY0090;SPC ID E     -   246,330.      196,830.      MT  (+/- 180 meters Scaled)
 OY0090
 OY0090                          SUPERSEDED SURVEY CONTROL
 OY0090
 OY0090  NGVD 29 (??/??/92) 1479.623  (m)         4854.40   (f) ADJ UNCH    1 2
 OY0090
 OY0090.Superseded values are not recommended for survey control.
 OY0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0090.See file dsdata.txt to determine how the superseded data were derived.
 OY0090
 OY0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP031597(NAD 83)
 OY0090_MARKER: DR = REFERENCE MARK DISK
 OY0090_SETTING: 66 = SET IN ROCK OUTCROP
 OY0090_SP_SET: ROCK OUTCROP
 OY0090_STAMPING: IDA 15-124 NO 1 1959
 OY0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0090+STABILITY: POSITION/ELEVATION WELL
 OY0090
 OY0090  HISTORY     - Date     Condition        Report By
 OY0090  HISTORY     - 1959     MONUMENTED       CGS
 OY0090  HISTORY     - 1967     GOOD             NGS
 OY0090
 OY0090                          STATION DESCRIPTION
 OY0090
 OY0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0090'2.8 MI S FROM HAMER.
 OY0090'2.8 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 OY0090'HAMER, IN THE TOP OF A LAVA OUTCROP PROJECTING ABOUT 0.2 FOOT ABOVE
 OY0090'THE GROUND, 32.98 FEET NORTH-NORTHEAST OF THE STATION, 290 FEET WEST
 OY0090'OF THE NORTH BOUND LANES OF THE HIGHWAY, 16.4 FEET EAST OF THE WEST
 OY0090'RIGHT-OF-WAY FENCE, 34.5 FEET NORTH-NORTHEAST OF A WITNESS POST, AND
 OY0090'ABOUT 8 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0091 ***********************************************************************
 OY0091  DESIGNATION -  IDA 15 124 RM 2
 OY0091  PID         -  OY0091
 OY0091  STATE/COUNTY-  ID/JEFFERSON
 OY0091  USGS QUAD   -  HAMER (1964)
 OY0091
 OY0091                         *CURRENT SURVEY CONTROL
 OY0091  ___________________________________________________________________
 OY0091* NAD 83(1986)-  43 53 03.     (N)    112 12 22.     (W)     SCALED    
 OY0091* NAVD 88     -      1480.209  (meters)    4856.32   (feet)  ADJUSTED  
 OY0091  ___________________________________________________________________
 OY0091  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 OY0091  DYNAMIC HT  -        1479.480 (meters)    4853.93  (feet)  COMP
 OY0091  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 OY0091
 OY0091  VERT ORDER  -  FIRST     CLASS II
 OY0091
 OY0091.The horizontal coordinates were scaled from a topographic map and have
 OY0091.an estimated accuracy of +/- 6 seconds.
 OY0091
 OY0091.The orthometric height was determined by differential leveling
 OY0091.and adjusted by the National Geodetic Survey in June 1991..
 OY0091
 OY0091.The geoid height was determined by GEOID03.
 OY0091
 OY0091.The dynamic height is computed by dividing the NAVD 88
 OY0091.geopotential number by the normal gravity value computed on the
 OY0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0091.degrees latitude (g = 980.6199 gals.).
 OY0091
 OY0091.The modeled gravity was interpolated from observed gravity values.
 OY0091
 OY0091;                    North         East    Units  Estimated Accuracy
 OY0091;SPC ID E     -   246,330.      196,830.      MT  (+/- 180 meters Scaled)
 OY0091
 OY0091                          SUPERSEDED SURVEY CONTROL
 OY0091
 OY0091  NGVD 29 (??/??/92) 1479.121  (m)         4852.75   (f) ADJ UNCH    1 2
 OY0091
 OY0091.Superseded values are not recommended for survey control.
 OY0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0091.See file dsdata.txt to determine how the superseded data were derived.
 OY0091
 OY0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP031597(NAD 83)
 OY0091_MARKER: DR = REFERENCE MARK DISK
 OY0091_SETTING: 66 = SET IN ROCK OUTCROP
 OY0091_SP_SET: ROCK OUTCROP
 OY0091_STAMPING: IDA 15-124 NO 2 1959
 OY0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0091+STABILITY: POSITION/ELEVATION WELL
 OY0091
 OY0091  HISTORY     - Date     Condition        Report By
 OY0091  HISTORY     - 1959     MONUMENTED       CGS
 OY0091  HISTORY     - 1967     GOOD             NGS
 OY0091
 OY0091                          STATION DESCRIPTION
 OY0091
 OY0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0091'2.8 MI S FROM HAMER.
 OY0091'2.8 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 OY0091'HAMER, IN THE TOP OF A LAVA OUTCROP PROJECTING ABOUT 0.3 FOOT ABOVE
 OY0091'THE GROUND, 36.25 FEET SOUTH OF THE STATION, 296 FEET WEST OF THE
 OY0091'CENTER LINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 9.2 FEET EAST OF
 OY0091'THE WEST RIGHT-OF-WAY FENCE, 36.4 FEET SOUTH OF A WITNESS POST, AND
 OY0091'ABOUT 8 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0093 ***********************************************************************
 OY0093  DESIGNATION -  IDA 15 125
 OY0093  PID         -  OY0093
 OY0093  STATE/COUNTY-  ID/JEFFERSON
 OY0093  USGS QUAD   -  HAMER (1964)
 OY0093
 OY0093                         *CURRENT SURVEY CONTROL
 OY0093  ___________________________________________________________________
 OY0093* NAD 83(1992)-  43 53 57.85807(N)    112 12 25.65283(W)     ADJUSTED  
 OY0093* NAVD 88     -      1468.648  (meters)    4818.39   (feet)  ADJUSTED  
 OY0093  ___________________________________________________________________
 OY0093  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 OY0093  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 OY0093  DYNAMIC HT  -        1467.926 (meters)    4816.02  (feet)  COMP
 OY0093  MODELED GRAV-     980,075.9   (mgal)                       NAVD 88
 OY0093
 OY0093  HORZ ORDER  -  SECOND
 OY0093  VERT ORDER  -  FIRST     CLASS II
 OY0093
 OY0093.The horizontal coordinates were established by classical geodetic methods
 OY0093.and adjusted by the National Geodetic Survey in July 1992..
 OY0093
 OY0093.The orthometric height was determined by differential leveling
 OY0093.and adjusted by the National Geodetic Survey in June 1991..
 OY0093.WARNING-Repeat measurements at this control monument indicate possible
 OY0093.vertical movement.
 OY0093
 OY0093.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0093
 OY0093.The geoid height was determined by GEOID03.
 OY0093
 OY0093.The dynamic height is computed by dividing the NAVD 88
 OY0093.geopotential number by the normal gravity value computed on the
 OY0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0093.degrees latitude (g = 980.6199 gals.).
 OY0093
 OY0093.The modeled gravity was interpolated from observed gravity values.
 OY0093
 OY0093;                    North         East     Units Scale Factor Converg.
 OY0093;SPC ID E     -   248,019.346   196,749.621   MT  0.99994750   -0 01 41.0
 OY0093;UTM  12      - 4,861,408.240   403,056.108   MT  0.99971559   -0 50 13.5
 OY0093
 OY0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0093!SPC ID E     -   0.99977154  x   0.99994750  =   0.99971905
 OY0093!UTM  12      -   0.99977154  x   0.99971559  =   0.99948720
 OY0093
 OY0093|---------------------------------------------------------------------|
 OY0093| PID    Reference Object                     Distance      Geod. Az  |
 OY0093|                                                           dddmmss.s |
 OY0093| OY0092 IDA 15 125 RM 1                      17.365 METERS 07145     |
 OY0093| OY0094 IDA 15 125 RM 2                       7.905 METERS 29349     |
 OY0093| OY0097 IDA 15 126                          APPROX. 2.9 KM 3521022.2 |
 OY0093|---------------------------------------------------------------------|
 OY0093
 OY0093                          SUPERSEDED SURVEY CONTROL
 OY0093
 OY0093  NAD 83(1986)-  43 53 57.85273(N)    112 12 25.64006(W) AD(       ) 2
 OY0093  NAD 27      -  43 53 58.18070(N)    112 12 22.71700(W) AD(       ) 2
 OY0093  NGVD 29 (??/??/92) 1467.558  (m)         4814.81   (f) ADJ UNCH    1 2
 OY0093
 OY0093.Superseded values are not recommended for survey control.
 OY0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0093.See file dsdata.txt to determine how the superseded data were derived.
 OY0093
 OY0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0305661408(NAD 83)
 OY0093_MARKER: DS = TRIANGULATION STATION DISK
 OY0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0093_SP_SET: OVERPASS
 OY0093_STAMPING: IDA 15-125 1959
 OY0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0093
 OY0093  HISTORY     - Date     Condition        Report By
 OY0093  HISTORY     - 1959     MONUMENTED       CGS
 OY0093  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0093  HISTORY     - 1967     GOOD             NGS
 OY0093
 OY0093                          STATION DESCRIPTION
 OY0093
 OY0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0093'THE STATION IS ON THE CENTER LINE OF THE INTERSTATE ROUTE AND
 OY0093'THE OVERPASS, 2 MILES SOUTH AND 1/2 MILE WEST OF HAMER.
 OY0093'
 OY0093'THE STATION MARK IS SET IN A DRILL HOLE ON THE TOP SURFACE
 OY0093'OF THE OVERPASS ON THE CENTER LINE OF THE INTERSTATE ROUTE
 OY0093'AND ON THE CENTER LINE OF THE OVERPASS.  IT IS STAMPED IDA
 OY0093'15-125 1959 AND IS A STANDARD TRAVERSE DISK.
 OY0093'
 OY0093'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 OY0093'TOP OF THE NORTH CURBING, 10 FEET WEST OF THE EAST END OF THE
 OY0093'NORTHEAST ABUTMENT.  IT IS FLUSH WITH THE TOP OF THE CURB AND
 OY0093'IS STAMPED IDA 15-125 NO 1 1959.
 OY0093'
 OY0093'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 OY0093'TOP OF THE NORTH CURBING, ABOUT 90 FEET WEST OF THE EAST END
 OY0093'OF THE NORTHEAST ABUTMENT.  IT IS FLUSH WITH THE TOP OF THE
 OY0093'CURB AND IS STAMPED IDA 15-125 NO 2 1959.
 OY0093
 OY0093                          STATION RECOVERY (1967)
 OY0093
 OY0093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0093'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0093'CONDITION AND LEVELED OVER.
 OY0093'
 OY0093'TO REACH FROM THE HAMER OVERPASS AT HAMER, GO 1.75 MILES SOUTH
 OY0093'ALONG INTERSTATE HIGHWAY 15.
 OY0093'
 OY0093'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0093'IDA 15-125 1959.  IN THE TOP OF THE CONCRETE FLOOR OF AN
 OY0093'OVERPASS, AT THE JUNCTION OF THE CENTER LINES OF THE OVERPASS
 OY0093'AND THE NORTH BOUND LANES OF THE HIGHWAY,
 OY0093'
 OY0093'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-125
 OY0093'NO 1 1959.  56.97 FEET EAST-NORTHEAST OF THE STATION, IN THE
 OY0093'TOP OF THE EAST END OF THE NORTH CONCRETE CURB OF THE OVERPASS,
 OY0093'
 OY0093'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-125
 OY0093'NO 2 1959.  25.93 FEET NORTHWEST OF THE STATION, IN THE TOP
 OY0093'OF THE NORTH CONCRETE CURB OF THE OVERPASS, 12 FEET NORTH OF
 OY0093'THE CENTER LINE OF A COUNTY ROAD.
 OY0093'
 OY0093'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-3/4
 OY0093'MILES SOUTH OF HAMER
 OY0093
 OY0093                          STATION RECOVERY (1967)
 OY0093
 OY0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0093'1.75 MI S FROM HAMER.
 OY0093'1.75 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS
 OY0093'AT HAMER, IN THE TOP OF THE CONCRETE FLOOR OF AN OVERPASS, AT THE
 OY0093'JUNCTION OF THE CENTER LINES OF THE OVERPASS AND THE NORTH BOUND LANES
 OY0093'OF THE HIGHWAY, 56.97 FEET WEST-SOUTHWEST OF R.M. 1, 25.93 FEET
 OY0093'SOUTHEAST OF R.M. 2, AND ABOUT FLUSH WITH THE SURFACE OF THE BRIDGE
 OY0093'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0092 ***********************************************************************
 OY0092  DESIGNATION -  IDA 15 125 RM 1
 OY0092  PID         -  OY0092
 OY0092  STATE/COUNTY-  ID/JEFFERSON
 OY0092  USGS QUAD   -  HAMER (1964)
 OY0092
 OY0092                         *CURRENT SURVEY CONTROL
 OY0092  ___________________________________________________________________
 OY0092* NAD 83(1986)-  43 53 58.     (N)    112 12 25.     (W)     SCALED    
 OY0092* NAVD 88     -      1468.666  (meters)    4818.45   (feet)  ADJUSTED  
 OY0092  ___________________________________________________________________
 OY0092  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 OY0092  DYNAMIC HT  -        1467.944 (meters)    4816.08  (feet)  COMP
 OY0092  MODELED GRAV-     980,076.0   (mgal)                       NAVD 88
 OY0092
 OY0092  VERT ORDER  -  FIRST     CLASS II
 OY0092
 OY0092.The horizontal coordinates were scaled from a topographic map and have
 OY0092.an estimated accuracy of +/- 6 seconds.
 OY0092
 OY0092.The orthometric height was determined by differential leveling
 OY0092.and adjusted by the National Geodetic Survey in June 1991..
 OY0092
 OY0092.The geoid height was determined by GEOID03.
 OY0092
 OY0092.The dynamic height is computed by dividing the NAVD 88
 OY0092.geopotential number by the normal gravity value computed on the
 OY0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0092.degrees latitude (g = 980.6199 gals.).
 OY0092
 OY0092.The modeled gravity was interpolated from observed gravity values.
 OY0092
 OY0092;                    North         East    Units  Estimated Accuracy
 OY0092;SPC ID E     -   248,020.      196,760.      MT  (+/- 180 meters Scaled)
 OY0092
 OY0092                          SUPERSEDED SURVEY CONTROL
 OY0092
 OY0092  NGVD 29 (??/??/92) 1467.576  (m)         4814.87   (f) ADJ UNCH    1 2
 OY0092
 OY0092.Superseded values are not recommended for survey control.
 OY0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0092.See file dsdata.txt to determine how the superseded data were derived.
 OY0092
 OY0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP030614(NAD 83)
 OY0092_MARKER: DB = BENCH MARK DISK
 OY0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0092_SP_SET: OVERPASS
 OY0092_STAMPING: IDA 15-125 NO 1 1959
 OY0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0092
 OY0092  HISTORY     - Date     Condition        Report By
 OY0092  HISTORY     - 1959     MONUMENTED       CGS
 OY0092  HISTORY     - 1967     GOOD             NGS
 OY0092
 OY0092                          STATION DESCRIPTION
 OY0092
 OY0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0092'1.75 MI S FROM HAMER.
 OY0092'1.75 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS
 OY0092'AT HAMER, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE CURB OF AN
 OY0092'OVERPASS, 56.97 FEET EAST-NORTHEAST OF THE STATION, 12 FEET NORTH OF
 OY0092'THE CENTER LINE OF A COUNTY ROAD, 9.3 FEET WEST OF THE EAST END OF THE
 OY0092'CURB, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0094 ***********************************************************************
 OY0094  DESIGNATION -  IDA 15 125 RM 2
 OY0094  PID         -  OY0094
 OY0094  STATE/COUNTY-  ID/JEFFERSON
 OY0094  USGS QUAD   -  HAMER (1964)
 OY0094
 OY0094                         *CURRENT SURVEY CONTROL
 OY0094  ___________________________________________________________________
 OY0094* NAD 83(1986)-  43 53 58.     (N)    112 12 25.     (W)     SCALED    
 OY0094* NAVD 88     -      1468.892  (meters)    4819.19   (feet)  ADJUSTED  
 OY0094  ___________________________________________________________________
 OY0094  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 OY0094  DYNAMIC HT  -        1468.170 (meters)    4816.82  (feet)  COMP
 OY0094  MODELED GRAV-     980,076.0   (mgal)                       NAVD 88
 OY0094
 OY0094  VERT ORDER  -  FIRST     CLASS II
 OY0094
 OY0094.The horizontal coordinates were scaled from a topographic map and have
 OY0094.an estimated accuracy of +/- 6 seconds.
 OY0094
 OY0094.The orthometric height was determined by differential leveling
 OY0094.and adjusted by the National Geodetic Survey in June 1991..
 OY0094.WARNING-Repeat measurements at this control monument indicate possible
 OY0094.vertical movement.
 OY0094
 OY0094.The geoid height was determined by GEOID03.
 OY0094
 OY0094.The dynamic height is computed by dividing the NAVD 88
 OY0094.geopotential number by the normal gravity value computed on the
 OY0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0094.degrees latitude (g = 980.6199 gals.).
 OY0094
 OY0094.The modeled gravity was interpolated from observed gravity values.
 OY0094
 OY0094;                    North         East    Units  Estimated Accuracy
 OY0094;SPC ID E     -   248,020.      196,760.      MT  (+/- 180 meters Scaled)
 OY0094
 OY0094                          SUPERSEDED SURVEY CONTROL
 OY0094
 OY0094  NGVD 29 (??/??/92) 1467.802  (m)         4815.61   (f) ADJ UNCH    1 2
 OY0094
 OY0094.Superseded values are not recommended for survey control.
 OY0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0094.See file dsdata.txt to determine how the superseded data were derived.
 OY0094
 OY0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP030614(NAD 83)
 OY0094_MARKER: DR = REFERENCE MARK DISK
 OY0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0094_SP_SET: OVERPASS
 OY0094_STAMPING: IDA 15-125 NO 2 1959
 OY0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0094
 OY0094  HISTORY     - Date     Condition        Report By
 OY0094  HISTORY     - 1959     MONUMENTED       CGS
 OY0094  HISTORY     - 1967     GOOD             NGS
 OY0094
 OY0094                          STATION DESCRIPTION
 OY0094
 OY0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0094'1.75 MI S FROM HAMER.
 OY0094'1.75 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS
 OY0094'AT HAMER, IN THE TOP OF THE NORTH CONCRETE CURB OF AN OVERPASS, 25.93
 OY0094'FEET NORTHWEST OF THE STATION, 78.17 FEET WEST OF R.M. 1, 12 FEET
 OY0094'NORTH OF THE CENTER LINE OF A COUNTY ROAD, AND ABOUT 1 FOOT HIGHER
 OY0094'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0097 ***********************************************************************
 OY0097  DESIGNATION -  IDA 15 126
 OY0097  PID         -  OY0097
 OY0097  STATE/COUNTY-  ID/JEFFERSON
 OY0097  USGS QUAD   -  HAMER (1964)
 OY0097
 OY0097                         *CURRENT SURVEY CONTROL
 OY0097  ___________________________________________________________________
 OY0097* NAD 83(1992)-  43 55 31.51800(N)    112 12 43.46657(W)     ADJUSTED  
 OY0097* NAVD 88     -      1468.061  (meters)    4816.46   (feet)  ADJUSTED  
 OY0097  ___________________________________________________________________
 OY0097  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 OY0097  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 OY0097  DYNAMIC HT  -        1467.344 (meters)    4814.11  (feet)  COMP
 OY0097  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 OY0097
 OY0097  HORZ ORDER  -  SECOND
 OY0097  VERT ORDER  -  FIRST     CLASS II
 OY0097
 OY0097.The horizontal coordinates were established by classical geodetic methods
 OY0097.and adjusted by the National Geodetic Survey in July 1992..
 OY0097
 OY0097.The orthometric height was determined by differential leveling
 OY0097.and adjusted by the National Geodetic Survey in June 1991..
 OY0097.WARNING-Repeat measurements at this control monument indicate possible
 OY0097.vertical movement.
 OY0097
 OY0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0097
 OY0097.The geoid height was determined by GEOID03.
 OY0097
 OY0097.The dynamic height is computed by dividing the NAVD 88
 OY0097.geopotential number by the normal gravity value computed on the
 OY0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0097.degrees latitude (g = 980.6199 gals.).
 OY0097
 OY0097.The modeled gravity was interpolated from observed gravity values.
 OY0097
 OY0097;                    North         East     Units Scale Factor Converg.
 OY0097;SPC ID E     -   250,910.124   196,353.680   MT  0.99994753   -0 01 53.4
 OY0097;UTM  12      - 4,864,303.651   402,701.115   MT  0.99971644   -0 50 27.3
 OY0097
 OY0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0097!SPC ID E     -   0.99977163  x   0.99994753  =   0.99971917
 OY0097!UTM  12      -   0.99977163  x   0.99971644  =   0.99948814
 OY0097
 OY0097|---------------------------------------------------------------------|
 OY0097| PID    Reference Object                     Distance      Geod. Az  |
 OY0097|                                                           dddmmss.s |
 OY0097| OY0096 IDA 15 126 RM 1                      17.428 METERS 06145     |
 OY0097| OY0093 IDA 15 125                          APPROX. 2.9 KM 1721009.8 |
 OY0097| OY0098 IDA 15 126 RM 2                       8.606 METERS 28824     |
 OY0097|---------------------------------------------------------------------|
 OY0097
 OY0097                          SUPERSEDED SURVEY CONTROL
 OY0097
 OY0097  NAD 83(1986)-  43 55 31.51260(N)    112 12 43.45370(W) AD(       ) 2
 OY0097  NAD 27      -  43 55 31.84210(N)    112 12 40.52890(W) AD(       ) 2
 OY0097  NGVD 29 (??/??/92) 1466.971  (m)         4812.89   (f) ADJ UNCH    1 2
 OY0097
 OY0097.Superseded values are not recommended for survey control.
 OY0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0097.See file dsdata.txt to determine how the superseded data were derived.
 OY0097
 OY0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0270164304(NAD 83)
 OY0097_MARKER: DS = TRIANGULATION STATION DISK
 OY0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0097_SP_SET: OVERPASS
 OY0097_STAMPING: IDA 15-126 1959
 OY0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0097
 OY0097  HISTORY     - Date     Condition        Report By
 OY0097  HISTORY     - 1959     MONUMENTED       CGS
 OY0097  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0097  HISTORY     - 1967     GOOD             NGS
 OY0097
 OY0097                          STATION DESCRIPTION
 OY0097
 OY0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0097'THE STATION IS SET ON THE INTERSECTION OF THE CENTER LINES OF
 OY0097'THE OVERPASS AND THE NORTH BOUND LANE OF THE INTERSTATE 0.5 MILE
 OY0097'WEST OF THE POST OFFICE AT HAMER.
 OY0097'
 OY0097'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OY0097'FLUSH WITH THE SURFACE OF THE ROADWAY MIDWAY BETWEEN THE CURBS
 OY0097'OF THE OVERPASS AND STAMPED IDA 15-126 1959.
 OY0097'
 OY0097'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OY0097'7 INCHES NORTH OF OF THE EDGE OF THE NORTH CURB, 10 FEET WEST
 OY0097'OF THE EAST END OF THE NORTHEAST ABUTMENT, FLUSH WITH THE
 OY0097'SURFACE AND STAMPED IDA 15-126 NO 1 1959.
 OY0097'
 OY0097'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OY0097'7 INCHES NORTH OF THE EDGE OF THE NORTH CURB ABOUT 90 FEET
 OY0097'WEST OF THE EAST END OF THE NORTHEAST ABUTMENT AND ON A LINE
 OY0097'WITH THE WEST EDGE OF THE NORTH BOUND LANE OF THE INTERSTATE
 OY0097'ROUTE.  IT IS STAMPED IDA 15-126 NO 2 1959.
 OY0097'
 OY0097'A 2-WHEEL DRIVE STATION.
 OY0097
 OY0097                          STATION RECOVERY (1967)
 OY0097
 OY0097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0097'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0097'CONDITION AND LEVELED OVER.
 OY0097'
 OY0097'AT HAMER, IN THE TOP OF THE CONCRETE FLOOR OF HAMER OVERPASS
 OY0097'OVER INTERSTATE HIGHWAY 15, AT THE JUNCTION OF THE CENTER LINE
 OY0097'OF THE OVERPASS AND NORTH BOUND LANES OF THE FREEWAY,
 OY0097'
 OY0097'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-126
 OY0097'NO 1 1959.  57.18 FEET EAST-NORTHEAST OF THE STATION, IN THE
 OY0097'TOP OF THE EAST END OF THE NORTH CONCRETE CURB OF THE OVERPASS,
 OY0097'
 OY0097'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-126
 OY0097'NO 2 1959.  28.23 FEET NORTHWEST OF THE STATION, IN THE TOP
 OY0097'OF THE NORTH CONCRETE CURB OF THE OVERPASS.
 OY0097'
 OY0097'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HAMER
 OY0097
 OY0097                          STATION RECOVERY (1967)
 OY0097
 OY0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0097'IN HAMER.
 OY0097'AT HAMER, IN THE TOP OF THE CONCRETE FLOOR OF HAMER OVERPASS OVER
 OY0097'INTERSTATE HIGHWAY 15, AT THE JUNCTION OF THE CENTER LINE OF THE
 OY0097'OVERPASS AND THE NORTH BOUND LANES OF THE FREEWAY, 57.18 FEET
 OY0097'WEST-SOUTHWEST OF R.M. 1, 28.23 FEET SOUTHEAST OF R.M. 2, AND ABOUT
 OY0097'FLUSH WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0096 ***********************************************************************
 OY0096  DESIGNATION -  IDA 15 126 RM 1
 OY0096  PID         -  OY0096
 OY0096  STATE/COUNTY-  ID/JEFFERSON
 OY0096  USGS QUAD   -  HAMER (1964)
 OY0096
 OY0096                         *CURRENT SURVEY CONTROL
 OY0096  ___________________________________________________________________
 OY0096* NAD 83(1986)-  43 55 32.     (N)    112 12 43.     (W)     SCALED    
 OY0096* NAVD 88     -      1468.123  (meters)    4816.67   (feet)  ADJUSTED  
 OY0096  ___________________________________________________________________
 OY0096  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 OY0096  DYNAMIC HT  -        1467.407 (meters)    4814.32  (feet)  COMP
 OY0096  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 OY0096
 OY0096  VERT ORDER  -  FIRST     CLASS II
 OY0096
 OY0096.The horizontal coordinates were scaled from a topographic map and have
 OY0096.an estimated accuracy of +/- 6 seconds.
 OY0096
 OY0096.The orthometric height was determined by differential leveling
 OY0096.and adjusted by the National Geodetic Survey in June 1991..
 OY0096.WARNING-Repeat measurements at this control monument indicate possible
 OY0096.vertical movement.
 OY0096
 OY0096.The geoid height was determined by GEOID03.
 OY0096
 OY0096.The dynamic height is computed by dividing the NAVD 88
 OY0096.geopotential number by the normal gravity value computed on the
 OY0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0096.degrees latitude (g = 980.6199 gals.).
 OY0096
 OY0096.The modeled gravity was interpolated from observed gravity values.
 OY0096
 OY0096;                    North         East    Units  Estimated Accuracy
 OY0096;SPC ID E     -   250,930.      196,360.      MT  (+/- 180 meters Scaled)
 OY0096
 OY0096                          SUPERSEDED SURVEY CONTROL
 OY0096
 OY0096  NGVD 29 (??/??/92) 1467.034  (m)         4813.09   (f) ADJ UNCH    1 2
 OY0096
 OY0096.Superseded values are not recommended for survey control.
 OY0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0096.See file dsdata.txt to determine how the superseded data were derived.
 OY0096
 OY0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP027643(NAD 83)
 OY0096_MARKER: DR = REFERENCE MARK DISK
 OY0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0096_SP_SET: CURB
 OY0096_STAMPING: IDA 15-126 NO 1 1959
 OY0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0096
 OY0096  HISTORY     - Date     Condition        Report By
 OY0096  HISTORY     - 1959     MONUMENTED       CGS
 OY0096  HISTORY     - 1967     GOOD             NGS
 OY0096
 OY0096                          STATION DESCRIPTION
 OY0096
 OY0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0096'IN HAMER.
 OY0096'AT HAMER, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE CURB OF
 OY0096'HAMER OVERPASS OVER INTERSTATE HIGHWAY 15, 14 1/2 FEET NORTH OF THE
 OY0096'CENTER LINE OF A ROAD, 57.18 FEET EAST-NORTHEAST OF THE STATION, 9.6
 OY0096'FEET WEST OF THE EAST END OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN
 OY0096'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0098 ***********************************************************************
 OY0098  DESIGNATION -  IDA 15 126 RM 2
 OY0098  PID         -  OY0098
 OY0098  STATE/COUNTY-  ID/JEFFERSON
 OY0098  USGS QUAD   -  HAMER (1964)
 OY0098
 OY0098                         *CURRENT SURVEY CONTROL
 OY0098  ___________________________________________________________________
 OY0098* NAD 83(1986)-  43 55 32.     (N)    112 12 43.     (W)     SCALED    
 OY0098* NAVD 88     -      1468.278  (meters)    4817.18   (feet)  ADJUSTED  
 OY0098  ___________________________________________________________________
 OY0098  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 OY0098  DYNAMIC HT  -        1467.562 (meters)    4814.83  (feet)  COMP
 OY0098  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 OY0098
 OY0098  VERT ORDER  -  FIRST     CLASS II
 OY0098
 OY0098.The horizontal coordinates were scaled from a topographic map and have
 OY0098.an estimated accuracy of +/- 6 seconds.
 OY0098
 OY0098.The orthometric height was determined by differential leveling
 OY0098.and adjusted by the National Geodetic Survey in June 1991..
 OY0098
 OY0098.The geoid height was determined by GEOID03.
 OY0098
 OY0098.The dynamic height is computed by dividing the NAVD 88
 OY0098.geopotential number by the normal gravity value computed on the
 OY0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0098.degrees latitude (g = 980.6199 gals.).
 OY0098
 OY0098.The modeled gravity was interpolated from observed gravity values.
 OY0098
 OY0098;                    North         East    Units  Estimated Accuracy
 OY0098;SPC ID E     -   250,930.      196,360.      MT  (+/- 180 meters Scaled)
 OY0098
 OY0098                          SUPERSEDED SURVEY CONTROL
 OY0098
 OY0098  NGVD 29 (??/??/92) 1467.189  (m)         4813.60   (f) ADJ UNCH    1 2
 OY0098
 OY0098.Superseded values are not recommended for survey control.
 OY0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0098.See file dsdata.txt to determine how the superseded data were derived.
 OY0098
 OY0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP027643(NAD 83)
 OY0098_MARKER: DR = REFERENCE MARK DISK
 OY0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0098_SP_SET: CURB
 OY0098_STAMPING: IDA 15-126 NO 2 1959
 OY0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0098
 OY0098  HISTORY     - Date     Condition        Report By
 OY0098  HISTORY     - 1959     MONUMENTED       CGS
 OY0098  HISTORY     - 1967     GOOD             NGS
 OY0098
 OY0098                          STATION DESCRIPTION
 OY0098
 OY0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0098'IN HAMER.
 OY0098'AT HAMER, IN THE TOP OF THE NORTH CONCRETE CURB OF HAMER OVERPASS OVER
 OY0098'INTERSTATE HIGHWAY 15, 28.23 FEET NORTHWEST OF THE STATION, 79.25 FEET
 OY0098'WEST OF R.M. 1, 14 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 OY0098'ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0101 ***********************************************************************
 OY0101  DESIGNATION -  IDA 15 127
 OY0101  PID         -  OY0101
 OY0101  STATE/COUNTY-  ID/JEFFERSON
 OY0101  USGS QUAD   -  HAMER (1964)
 OY0101
 OY0101                         *CURRENT SURVEY CONTROL
 OY0101  ___________________________________________________________________
 OY0101* NAD 83(1992)-  43 56 18.39707(N)    112 12 56.72490(W)     ADJUSTED  
 OY0101* NAVD 88     -      1461.599  (meters)    4795.26   (feet)  ADJUSTED  
 OY0101  ___________________________________________________________________
 OY0101  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 OY0101  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 OY0101  DYNAMIC HT  -        1460.888 (meters)    4792.93  (feet)  COMP
 OY0101  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 OY0101
 OY0101  HORZ ORDER  -  SECOND
 OY0101  VERT ORDER  -  FIRST     CLASS II
 OY0101
 OY0101.The horizontal coordinates were established by classical geodetic methods
 OY0101.and adjusted by the National Geodetic Survey in July 1992..
 OY0101
 OY0101.The orthometric height was determined by differential leveling
 OY0101.and adjusted by the National Geodetic Survey in June 1991..
 OY0101
 OY0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0101
 OY0101.The geoid height was determined by GEOID03.
 OY0101
 OY0101.The dynamic height is computed by dividing the NAVD 88
 OY0101.geopotential number by the normal gravity value computed on the
 OY0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0101.degrees latitude (g = 980.6199 gals.).
 OY0101
 OY0101.The modeled gravity was interpolated from observed gravity values.
 OY0101
 OY0101;                    North         East     Units Scale Factor Converg.
 OY0101;SPC ID E     -   252,357.099   196,058.797   MT  0.99994756   -0 02 02.6
 OY0101;UTM  12      - 4,865,754.313   402,426.767   MT  0.99971710   -0 50 37.2
 OY0101
 OY0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0101!SPC ID E     -   0.99977264  x   0.99994756  =   0.99972021
 OY0101!UTM  12      -   0.99977264  x   0.99971710  =   0.99948981
 OY0101
 OY0101|---------------------------------------------------------------------|
 OY0101| PID    Reference Object                     Distance      Geod. Az  |
 OY0101|                                                           dddmmss.s |
 OY0101| OY0102 IDA 15 127 RM 1                      13.107 METERS 15501     |
 OY0101| OY0100 IDA 15 127 RM 2                      12.204 METERS 25254     |
 OY0101| OY0109 IDA 15 129                          APPROX. 4.5 KM 3450739.3 |
 OY0101|---------------------------------------------------------------------|
 OY0101
 OY0101                          SUPERSEDED SURVEY CONTROL
 OY0101
 OY0101  NAD 83(1986)-  43 56 18.39161(N)    112 12 56.71197(W) AD(       ) 2
 OY0101  NAD 27      -  43 56 18.72060(N)    112 12 53.78580(W) AD(       ) 2
 OY0101  NGVD 29 (??/??/92) 1460.509  (m)         4791.69   (f) ADJ UNCH    1 2
 OY0101
 OY0101.Superseded values are not recommended for survey control.
 OY0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0101.See file dsdata.txt to determine how the superseded data were derived.
 OY0101
 OY0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0242765754(NAD 83)
 OY0101_MARKER: DS = TRIANGULATION STATION DISK
 OY0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0101_STAMPING: IDA 15-127 1959
 OY0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0101+STABILITY: SURFACE MOTION
 OY0101
 OY0101  HISTORY     - Date     Condition        Report By
 OY0101  HISTORY     - 1959     MONUMENTED       CGS
 OY0101  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0101  HISTORY     - 1967     GOOD             NGS
 OY0101
 OY0101                          STATION DESCRIPTION
 OY0101
 OY0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0101'THE STATION IS 0.95 MILE NORTH FROM THE POST OFFICE AT HAMER,
 OY0101'54 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 91, 20 FEET
 OY0101'EAST OF THE NORTHEAST CORNER OF THE WIRE FENCE ENCLOSURE AROUND
 OY0101'THE POWER SWITCHING STATION AND 7-1/2 FEET WEST OF A METAL
 OY0101'WITNESS POST WITH SIGN ATTACHED.
 OY0101'
 OY0101'THE STATION, WITH UNDERGROUND MARK, IS A STANDARD DISK SET IN
 OY0101'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS STAMPED
 OY0101'IDA 15-127 1959.
 OY0101'
 OY0101'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OY0101'POST PROJECTING 2 INCHES AND STAMPED IDA 15-127 NO 1 1959.
 OY0101'IT IS SET AT THE CORNER OF THE RIGHT OF WAY FENCE ABOUT 20 FEET
 OY0101'EAST OF THE SOUTHEAST CORNER OF THE ENCLOSURE ABOUT THE POWER
 OY0101'STATION.
 OY0101'
 OY0101'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OY0101'POST PROJECTING 12 INCHES AND IS STAMPED IDA 15-127 NO 2 1959.
 OY0101'IT IS SET AT THE NORTHWEST CORNER OF THE ENCLOSURE FENCE AND
 OY0101'6 FEET EAST OF THE RIGHT OF WAY FENCE LINE.
 OY0101'
 OY0101'A 2-WHEEL DRIVE STATION.
 OY0101
 OY0101                          STATION RECOVERY (1967)
 OY0101
 OY0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0101'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0101'CONDITION AND LEVELED OVER.
 OY0101'
 OY0101'TO REACH FROM THE HAMER OVERPASS AT HAMER, GO 0.9 MILE NORTH
 OY0101'ALONG INTERSTATE HIGHWAY 15,
 OY0101'
 OY0101'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0101'IDA 15-127 1959.  167 FEET EAST OF THE CENTER LINE OF THE EAST
 OY0101'LANES OF THE HIGHWAY, 61 FEET WEST OF THE CENTER LINE OF AN
 OY0101'ASPHALT ROAD, 19 FEET EAST OF THE NORTHEAST CORNER OF A FENCE
 OY0101'AROUND A SUBSTATION, 8.0 FEET WEST OF A WITNESS POST, IN THE
 OY0101'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 OY0101'
 OY0101'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-127
 OY0101'NO. 1 1959.  43.00 FEET SOUTH OF THE STATION, 171 FEET EAST
 OY0101'OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 28.6 FEET EAST
 OY0101'OF THE SOUTHEAST CORNER OF A FENCE AROUND A SUBSTATION, IN A
 OY0101'CONCRETE POST PROJECTING 0.2 FOOT.
 OY0101'
 OY0101'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-127
 OY0101'NO 2 1959.  40.04 FEET WEST OF THE STATION, 127 FEET EAST OF
 OY0101'THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 1.4 FEET
 OY0101'NORTH OF THE NORTHWEST CORNER OF A FENCE AROUND A SUBSTATION,
 OY0101'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 OY0101'GROUND.
 OY0101'
 OY0101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 OY0101'NORTH OF HAMER
 OY0101
 OY0101                          STATION RECOVERY (1967)
 OY0101
 OY0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0101'0.9 MI N FROM HAMER.
 OY0101'0.9 MILE NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 OY0101'HAMER, 167 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 OY0101'HIGHWAY, 19 FEET EAST OF THE NORTHEAST CORNER OF A FENCE AROUND A
 OY0101'SUBSTATION, 61 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD, 67.2
 OY0101'FEET EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 12 FEET NORTH OF A POWER
 OY0101'POLE BEARING A TRANSFORMER AND A GUY WIRE, 43.00 FEET NORTH OF R.M. 1,
 OY0101'40.04 FEET EAST OF R.M. 2, 8.0 FEET WEST OF A WITNESS POST, ABOUT 3
 OY0101'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OY0101'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0102 ***********************************************************************
 OY0102  DESIGNATION -  IDA 15 127 RM 1
 OY0102  PID         -  OY0102
 OY0102  STATE/COUNTY-  ID/JEFFERSON
 OY0102  USGS QUAD   -  HAMER (1964)
 OY0102
 OY0102                         *CURRENT SURVEY CONTROL
 OY0102  ___________________________________________________________________
 OY0102* NAD 83(1986)-  43 56 19.     (N)    112 12 56.     (W)     SCALED    
 OY0102* NAVD 88     -      1461.651  (meters)    4795.43   (feet)  ADJUSTED  
 OY0102  ___________________________________________________________________
 OY0102  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 OY0102  DYNAMIC HT  -        1460.940 (meters)    4793.10  (feet)  COMP
 OY0102  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 OY0102
 OY0102  VERT ORDER  -  FIRST     CLASS II
 OY0102
 OY0102.The horizontal coordinates were scaled from a topographic map and have
 OY0102.an estimated accuracy of +/- 6 seconds.
 OY0102
 OY0102.The orthometric height was determined by differential leveling
 OY0102.and adjusted by the National Geodetic Survey in June 1991..
 OY0102.WARNING-Repeat measurements at this control monument indicate possible
 OY0102.vertical movement.
 OY0102
 OY0102.The geoid height was determined by GEOID03.
 OY0102
 OY0102.The dynamic height is computed by dividing the NAVD 88
 OY0102.geopotential number by the normal gravity value computed on the
 OY0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0102.degrees latitude (g = 980.6199 gals.).
 OY0102
 OY0102.The modeled gravity was interpolated from observed gravity values.
 OY0102
 OY0102;                    North         East    Units  Estimated Accuracy
 OY0102;SPC ID E     -   252,380.      196,080.      MT  (+/- 180 meters Scaled)
 OY0102
 OY0102                          SUPERSEDED SURVEY CONTROL
 OY0102
 OY0102  NGVD 29 (??/??/92) 1460.561  (m)         4791.86   (f) ADJ UNCH    1 2
 OY0102
 OY0102.Superseded values are not recommended for survey control.
 OY0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0102.See file dsdata.txt to determine how the superseded data were derived.
 OY0102
 OY0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP024657(NAD 83)
 OY0102_MARKER: DR = REFERENCE MARK DISK
 OY0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0102_STAMPING: IDA 15-127 NO 1 1959
 OY0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0102+STABILITY: SURFACE MOTION
 OY0102
 OY0102  HISTORY     - Date     Condition        Report By
 OY0102  HISTORY     - 1959     MONUMENTED       CGS
 OY0102  HISTORY     - 1967     GOOD             NGS
 OY0102
 OY0102                          STATION DESCRIPTION
 OY0102
 OY0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0102'0.9 MI N FROM HAMER.
 OY0102'0.9 MILE NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 OY0102'HAMER, 171 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 OY0102'HIGHWAY, 57 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD, 43.00
 OY0102'FEET SOUTH OF THE STATION, 28.6 FEET EAST OF THE SOUTHEAST CORNER OF A
 OY0102'FENCE AROUND A SUBSTATION, 14 FEET NORTHEAST OF A FENCE CORNER POST,
 OY0102'30 FEET SOUTH OF A POWER POLE BEARING A TRANSFORMER AND GUY WIRE,
 OY0102'ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 OY0102'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0100 ***********************************************************************
 OY0100  DESIGNATION -  IDA 15 127 RM 2
 OY0100  PID         -  OY0100
 OY0100  STATE/COUNTY-  ID/JEFFERSON
 OY0100  USGS QUAD   -  HAMER (1964)
 OY0100
 OY0100                         *CURRENT SURVEY CONTROL
 OY0100  ___________________________________________________________________
 OY0100* NAD 83(1986)-  43 56 19.     (N)    112 12 57.     (W)     SCALED    
 OY0100* NAVD 88     -      1461.553  (meters)    4795.11   (feet)  ADJUSTED  
 OY0100  ___________________________________________________________________
 OY0100  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 OY0100  DYNAMIC HT  -        1460.842 (meters)    4792.78  (feet)  COMP
 OY0100  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 OY0100
 OY0100  VERT ORDER  -  FIRST     CLASS II
 OY0100
 OY0100.The horizontal coordinates were scaled from a topographic map and have
 OY0100.an estimated accuracy of +/- 6 seconds.
 OY0100
 OY0100.The orthometric height was determined by differential leveling
 OY0100.and adjusted by the National Geodetic Survey in June 1991..
 OY0100
 OY0100.The geoid height was determined by GEOID03.
 OY0100
 OY0100.The dynamic height is computed by dividing the NAVD 88
 OY0100.geopotential number by the normal gravity value computed on the
 OY0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0100.degrees latitude (g = 980.6199 gals.).
 OY0100
 OY0100.The modeled gravity was interpolated from observed gravity values.
 OY0100
 OY0100;                    North         East    Units  Estimated Accuracy
 OY0100;SPC ID E     -   252,380.      196,050.      MT  (+/- 180 meters Scaled)
 OY0100
 OY0100                          SUPERSEDED SURVEY CONTROL
 OY0100
 OY0100  NGVD 29 (??/??/92) 1460.463  (m)         4791.54   (f) ADJ UNCH    1 2
 OY0100
 OY0100.Superseded values are not recommended for survey control.
 OY0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0100.See file dsdata.txt to determine how the superseded data were derived.
 OY0100
 OY0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP024657(NAD 83)
 OY0100_MARKER: DR = REFERENCE MARK DISK
 OY0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0100_STAMPING: IDA 15-127 NO 2 1959
 OY0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0100+STABILITY: SURFACE MOTION
 OY0100
 OY0100  HISTORY     - Date     Condition        Report By
 OY0100  HISTORY     - 1959     MONUMENTED       CGS
 OY0100  HISTORY     - 1967     GOOD             NGS
 OY0100
 OY0100                          STATION DESCRIPTION
 OY0100
 OY0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0100'0.9 MI N FROM HAMER.
 OY0100'0.9 MILE NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 OY0100'HAMER, 127 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 OY0100'HIGHWAY, 40.04 FEET WEST OF THE STATION, 27.4 FEET EAST OF THE CENTER
 OY0100'LINE OF AN ASPHALT ROAD, 1.4 FEET NORTH OF THE NORTHWEST CORNER OF A
 OY0100'FENCE AROUND A SUBSTATION, ABOUT 2 1/2 FEET LOWER THAN THE THE
 OY0100'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 OY0100'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0105 ***********************************************************************
 OY0105  DESIGNATION -  IDA 15 128
 OY0105  PID         -  OY0105
 OY0105  STATE/COUNTY-  ID/JEFFERSON
 OY0105  USGS QUAD   -  HAMER (1964)
 OY0105
 OY0105                         *CURRENT SURVEY CONTROL
 OY0105  ___________________________________________________________________
 OY0105* NAD 83(1992)-  43 57 24.41865(N)    112 13 18.87748(W)     ADJUSTED  
 OY0105* NAVD 88     -      1465.227  (meters)    4807.17   (feet)  ADJUSTED  
 OY0105  ___________________________________________________________________
 OY0105  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 OY0105  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 OY0105  DYNAMIC HT  -        1464.517 (meters)    4804.84  (feet)  COMP
 OY0105  MODELED GRAV-     980,082.7   (mgal)                       NAVD 88
 OY0105
 OY0105  HORZ ORDER  -  SECOND
 OY0105  VERT ORDER  -  FIRST     CLASS II
 OY0105
 OY0105.The horizontal coordinates were established by classical geodetic methods
 OY0105.and adjusted by the National Geodetic Survey in July 1992..
 OY0105
 OY0105.The orthometric height was determined by differential leveling
 OY0105.and adjusted by the National Geodetic Survey in June 1991..
 OY0105
 OY0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0105
 OY0105.The geoid height was determined by GEOID03.
 OY0105
 OY0105.The dynamic height is computed by dividing the NAVD 88
 OY0105.geopotential number by the normal gravity value computed on the
 OY0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0105.degrees latitude (g = 980.6199 gals.).
 OY0105
 OY0105.The modeled gravity was interpolated from observed gravity values.
 OY0105
 OY0105;                    North         East     Units Scale Factor Converg.
 OY0105;SPC ID E     -   254,395.009   195,566.128   MT  0.99994761   -0 02 18.0
 OY0105;UTM  12      - 4,867,798.512   401,963.054   MT  0.99971821   -0 50 53.6
 OY0105
 OY0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0105!SPC ID E     -   0.99977207  x   0.99994761  =   0.99971969
 OY0105!UTM  12      -   0.99977207  x   0.99971821  =   0.99949034
 OY0105
 OY0105|---------------------------------------------------------------------|
 OY0105| PID    Reference Object                     Distance      Geod. Az  |
 OY0105|                                                           dddmmss.s |
 OY0105| OY0104 IDA 15 128 RM 1                      20.307 METERS 16700     |
 OY0105| OY0109 IDA 15 129                          APPROX. 2.4 KM 3440121.8 |
 OY0105| OY0106 IDA 15 128 RM 2                      19.904 METERS 34539     |
 OY0105|---------------------------------------------------------------------|
 OY0105
 OY0105                          SUPERSEDED SURVEY CONTROL
 OY0105
 OY0105  NAD 83(1986)-  43 57 24.41327(N)    112 13 18.86452(W) AD(       ) 2
 OY0105  NAD 27      -  43 57 24.74280(N)    112 13 15.93690(W) AD(       ) 2
 OY0105  NGVD 29 (??/??/92) 1464.140  (m)         4803.60   (f) ADJ UNCH    1 2
 OY0105
 OY0105.Superseded values are not recommended for survey control.
 OY0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0105.See file dsdata.txt to determine how the superseded data were derived.
 OY0105
 OY0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0196367799(NAD 83)
 OY0105_MARKER: DS = TRIANGULATION STATION DISK
 OY0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0105_STAMPING: IDA 15-128 1959
 OY0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0105+STABILITY: SURFACE MOTION
 OY0105
 OY0105  HISTORY     - Date     Condition        Report By
 OY0105  HISTORY     - 1959     MONUMENTED       CGS
 OY0105  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0105  HISTORY     - 1967     GOOD             NGS
 OY0105
 OY0105                          STATION DESCRIPTION
 OY0105
 OY0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0105'THE STATION IS 2.3 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE
 OY0105'POST OFFICE AT HAMER, 62 FEET WEST OF THE CENTER LINE OF THE
 OY0105'HIGHWAY AND 4 FEET EAST OF THE WEST RIGHT OF WAY FENCE LINE
 OY0105'AND A METAL WITNESS POST WITH SIGN ATTACHED.
 OY0105'
 OY0105'THE STATION, WITH UNDERGROUND MARK, IS A STANDARD DISK SET IN
 OY0105'A SQUARE CONCRETE POST PROJECTING 3 INCHES AND STAMPED IDA 15-128
 OY0105'1959.
 OY0105'
 OY0105'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OY0105'POST PROJECTING 3 INCHES AND STAMPED IDA 15-128 NO 1 1959.  IT
 OY0105'IS 63 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 3 FEET
 OY0105'WEST OF THE WEST RIGHT OF WAY FENCE LINE.
 OY0105'
 OY0105'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OY0105'POST PROJECTING 3 INCHES AND STAMPED IDA 15-128 NO 2 1959.
 OY0105'IT IS 63 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 3 FEET
 OY0105'EAST OF THE WEST RIGHT OF WAY FENCE LINE.
 OY0105'
 OY0105'A 2-WHEEL DRIVE STATION.
 OY0105
 OY0105                          STATION RECOVERY (1967)
 OY0105
 OY0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0105'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0105'CONDITION AND LEVELED OVER.
 OY0105'
 OY0105'TO REACH FROM THE HAMER OVERPASS AT HAMER, GO 2.3 MILES NORTH
 OY0105'ALONG INTERSTATE HIGHWAY 15,
 OY0105'
 OY0105'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0105'IDA 15-128 1959.  ON THE BANK OF A SMALL CUT, 152-1/2 FEET
 OY0105'EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY,
 OY0105'64-1/2 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD, 44
 OY0105'FEET SOUTH OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD EAST,
 OY0105'17 FEET SOUTHEAST OF A POWER POLE, 4.1 FEET EAST OF A WITNESS
 OY0105'POST, IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 OY0105'
 OY0105'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-128
 OY0105'NO 1 1959.  66.62 FEET SOUTH OF THE STATION, 152-1/2 FEET EAST
 OY0105'OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, IN THE TOP
 OY0105'OF A CONCRETE POST.
 OY0105'
 OY0105'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-128
 OY0105'NO 2 1959.  65.30 FEET NORTH OF THE STATION, 153 FEET EAST OF THE
 OY0105'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, IN THE TOP OF
 OY0105'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OY0105'
 OY0105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/4
 OY0105'MILES NORTH OF HAMER
 OY0105
 OY0105                          STATION RECOVERY (1967)
 OY0105
 OY0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0105'2.3 MI N FROM HAMER.
 OY0105'2.3 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 OY0105'HAMER, ON THE BANK OF A SMALL CUT, 152 1/2 FEET EAST OF THE CENTER
 OY0105'LINE OF THE EAST LANES OF THE HIGHWAY, 64 1/2 FEET WEST OF THE CENTER
 OY0105'LINE OF AN ASPHALT ROAD, 18.6 FEET EAST OF THE EAST FENCE OF THE
 OY0105'HIGHWAY RIGHT-OF-WAY, 17 FEET SOUTHEAST OF A POWER POLE, 66.62 FEET
 OY0105'NORTH OF R.M. 1, 65.30 FEET SOUTH OF R.M. 2, 44 FEET SOUTH OF THE
 OY0105'EXTENDED CENTER LINE OF A GRAVELED ROAD EAST, 4.1 FEET EAST OF A
 OY0105'WITNESS POST, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 OY0105'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0104 ***********************************************************************
 OY0104  DESIGNATION -  IDA 15 128 RM 1
 OY0104  PID         -  OY0104
 OY0104  STATE/COUNTY-  ID/JEFFERSON
 OY0104  USGS QUAD   -  HAMER (1964)
 OY0104
 OY0104                         *CURRENT SURVEY CONTROL
 OY0104  ___________________________________________________________________
 OY0104* NAD 83(1986)-  43 57 25.     (N)    112 13 19.     (W)     SCALED    
 OY0104* NAVD 88     -      1465.067  (meters)    4806.64   (feet)  ADJUSTED  
 OY0104  ___________________________________________________________________
 OY0104  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 OY0104  DYNAMIC HT  -        1464.358 (meters)    4804.31  (feet)  COMP
 OY0104  MODELED GRAV-     980,082.8   (mgal)                       NAVD 88
 OY0104
 OY0104  VERT ORDER  -  FIRST     CLASS II
 OY0104
 OY0104.The horizontal coordinates were scaled from a topographic map and have
 OY0104.an estimated accuracy of +/- 6 seconds.
 OY0104
 OY0104.The orthometric height was determined by differential leveling
 OY0104.and adjusted by the National Geodetic Survey in June 1991..
 OY0104
 OY0104.The geoid height was determined by GEOID03.
 OY0104
 OY0104.The dynamic height is computed by dividing the NAVD 88
 OY0104.geopotential number by the normal gravity value computed on the
 OY0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0104.degrees latitude (g = 980.6199 gals.).
 OY0104
 OY0104.The modeled gravity was interpolated from observed gravity values.
 OY0104
 OY0104;                    North         East    Units  Estimated Accuracy
 OY0104;SPC ID E     -   254,410.      195,560.      MT  (+/- 180 meters Scaled)
 OY0104
 OY0104                          SUPERSEDED SURVEY CONTROL
 OY0104
 OY0104  NGVD 29 (??/??/92) 1463.981  (m)         4803.08   (f) ADJ UNCH    1 2
 OY0104
 OY0104.Superseded values are not recommended for survey control.
 OY0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0104.See file dsdata.txt to determine how the superseded data were derived.
 OY0104
 OY0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP019678(NAD 83)
 OY0104_MARKER: DR = REFERENCE MARK DISK
 OY0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0104_STAMPING: IDA 15-128 NO 1 1959
 OY0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0104+STABILITY: SURFACE MOTION
 OY0104
 OY0104  HISTORY     - Date     Condition        Report By
 OY0104  HISTORY     - 1959     MONUMENTED       CGS
 OY0104  HISTORY     - 1967     GOOD             NGS
 OY0104
 OY0104                          STATION DESCRIPTION
 OY0104
 OY0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0104'2.3 MI N FROM HAMER.
 OY0104'2.3 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 OY0104'HAMER, 152 1/2 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 OY0104'HIGHWAY, 64 1/2 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD, 18.9
 OY0104'FEET EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 66.62 FEET SOUTH OF THE
 OY0104'STATION, 83 FEET SOUTH-SOUTHEAST OF A POWER POLE, ABOUT LEVEL WITH THE
 OY0104'STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OY0104'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0106 ***********************************************************************
 OY0106  DESIGNATION -  IDA 15 128 RM 2
 OY0106  PID         -  OY0106
 OY0106  STATE/COUNTY-  ID/JEFFERSON
 OY0106  USGS QUAD   -  HAMER (1964)
 OY0106
 OY0106                         *CURRENT SURVEY CONTROL
 OY0106  ___________________________________________________________________
 OY0106* NAD 83(1986)-  43 57 25.     (N)    112 13 19.     (W)     SCALED    
 OY0106* NAVD 88     -      1465.299  (meters)    4807.40   (feet)  ADJUSTED  
 OY0106  ___________________________________________________________________
 OY0106  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 OY0106  DYNAMIC HT  -        1464.589 (meters)    4805.07  (feet)  COMP
 OY0106  MODELED GRAV-     980,082.8   (mgal)                       NAVD 88
 OY0106
 OY0106  VERT ORDER  -  FIRST     CLASS II
 OY0106
 OY0106.The horizontal coordinates were scaled from a topographic map and have
 OY0106.an estimated accuracy of +/- 6 seconds.
 OY0106
 OY0106.The orthometric height was determined by differential leveling
 OY0106.and adjusted by the National Geodetic Survey in June 1991..
 OY0106
 OY0106.The geoid height was determined by GEOID03.
 OY0106
 OY0106.The dynamic height is computed by dividing the NAVD 88
 OY0106.geopotential number by the normal gravity value computed on the
 OY0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0106.degrees latitude (g = 980.6199 gals.).
 OY0106
 OY0106.The modeled gravity was interpolated from observed gravity values.
 OY0106
 OY0106;                    North         East    Units  Estimated Accuracy
 OY0106;SPC ID E     -   254,410.      195,560.      MT  (+/- 180 meters Scaled)
 OY0106
 OY0106                          SUPERSEDED SURVEY CONTROL
 OY0106
 OY0106  NGVD 29 (??/??/92) 1464.212  (m)         4803.84   (f) ADJ UNCH    1 2
 OY0106
 OY0106.Superseded values are not recommended for survey control.
 OY0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0106.See file dsdata.txt to determine how the superseded data were derived.
 OY0106
 OY0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP019678(NAD 83)
 OY0106_MARKER: DR = REFERENCE MARK DISK
 OY0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0106_STAMPING: IDA 15-128 NO 2 1959
 OY0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0106+STABILITY: SURFACE MOTION
 OY0106
 OY0106  HISTORY     - Date     Condition        Report By
 OY0106  HISTORY     - 1959     MONUMENTED       CGS
 OY0106  HISTORY     - 1967     GOOD             NGS
 OY0106
 OY0106                          STATION DESCRIPTION
 OY0106
 OY0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0106'2.3 MI N FROM HAMER.
 OY0106'2.3 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 OY0106'HAMER, 153 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 OY0106'HIGHWAY, 65.30 FEET NORTH OF THE STATION, 65 FEET WEST OF THE CENTER
 OY0106'LINE OF AN ASPHALT ROAD, 18.1 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY
 OY0106'FENCE, 49 1/2 FEET NORTH-NORTHEAST OF A POWER POLE, 21 1/2 FEET NORTH
 OY0106'OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD EAST, ABOUT LEVEL WITH
 OY0106'THE STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 OY0106'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0109 ***********************************************************************
 OY0109  DESIGNATION -  IDA 15 129
 OY0109  PID         -  OY0109
 OY0109  STATE/COUNTY-  ID/JEFFERSON
 OY0109  USGS QUAD   -  HAMER (1964)
 OY0109
 OY0109                         *CURRENT SURVEY CONTROL
 OY0109  ___________________________________________________________________
 OY0109* NAD 83(1992)-  43 58 38.45760(N)    112 13 48.23359(W)     ADJUSTED  
 OY0109* NAVD 88     -      1467.551  (meters)    4814.79   (feet)  ADJUSTED  
 OY0109  ___________________________________________________________________
 OY0109  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 OY0109  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 OY0109  DYNAMIC HT  -        1466.835 (meters)    4812.44  (feet)  COMP
 OY0109  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 OY0109
 OY0109  HORZ ORDER  -  SECOND
 OY0109  VERT ORDER  -  FIRST     CLASS II
 OY0109
 OY0109.The horizontal coordinates were established by classical geodetic methods
 OY0109.and adjusted by the National Geodetic Survey in July 1992..
 OY0109
 OY0109.The orthometric height was determined by differential leveling
 OY0109.and adjusted by the National Geodetic Survey in June 1991..
 OY0109
 OY0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0109
 OY0109.The geoid height was determined by GEOID03.
 OY0109
 OY0109.The dynamic height is computed by dividing the NAVD 88
 OY0109.geopotential number by the normal gravity value computed on the
 OY0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0109.degrees latitude (g = 980.6199 gals.).
 OY0109
 OY0109.The modeled gravity was interpolated from observed gravity values.
 OY0109
 OY0109;                    North         East     Units Scale Factor Converg.
 OY0109;SPC ID E     -   256,680.522   194,913.404   MT  0.99994769   -0 02 38.5
 OY0109;UTM  12      - 4,870,092.499   401,342.847   MT  0.99971971   -0 51 15.1
 OY0109
 OY0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0109!SPC ID E     -   0.99977170  x   0.99994769  =   0.99971940
 OY0109!UTM  12      -   0.99977170  x   0.99971971  =   0.99949148
 OY0109
 OY0109|---------------------------------------------------------------------|
 OY0109| PID    Reference Object                     Distance      Geod. Az  |
 OY0109|                                                           dddmmss.s |
 OY0109| OY0110 IDA 15 129 RM 1                      17.936 METERS 00022     |
 OY0109| OY0108 IDA 15 129 RM 2                      18.853 METERS 08713     |
 OY0109| PZ0068 IDA 15 130                          APPROX. 4.4 KM 3562509.3 |
 OY0109|---------------------------------------------------------------------|
 OY0109
 OY0109                          SUPERSEDED SURVEY CONTROL
 OY0109
 OY0109  NAD 83(1986)-  43 58 38.45225(N)    112 13 48.22057(W) AD(       ) 2
 OY0109  NAD 27      -  43 58 38.78300(N)    112 13 45.29160(W) AD(       ) 2
 OY0109  NGVD 29 (??/??/92) 1466.455  (m)         4811.19   (f) ADJ UNCH    1 2
 OY0109
 OY0109.Superseded values are not recommended for survey control.
 OY0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0109.See file dsdata.txt to determine how the superseded data were derived.
 OY0109
 OY0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0134370092(NAD 83)
 OY0109_MARKER: DS = TRIANGULATION STATION DISK
 OY0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0109_STAMPING: IDA 15-129 1959
 OY0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0109+STABILITY: SURFACE MOTION
 OY0109
 OY0109  HISTORY     - Date     Condition        Report By
 OY0109  HISTORY     - 1959     MONUMENTED       CGS
 OY0109  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0109  HISTORY     - 1967     GOOD             NGS
 OY0109
 OY0109                          STATION DESCRIPTION
 OY0109
 OY0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0109'THE STATION IS ON THE SUMMIT OF A GRASS AND BRUSH COVERED SANDY
 OY0109'KNOLL, ABOUT 14 MILES SOUTH OF DUBOIS AND 4.0 MILES NORTH OF
 OY0109'HAMER.
 OY0109'
 OY0109'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS, DRIVE SOUTH
 OY0109'ON U.S. HIGHWAY 91 FOR 14.5 MILES TO A GATE ON THE RIGHT AT
 OY0109'THE JUNCTION OF A NORTH-SOUTH AND EAST-WEST FENCE.  TURN RIGHT,
 OY0109'PASS THROUGH THE GATE, THENCE DRIVE SOUTH ON DIM TRACKS FOR
 OY0109'0.2 MILE.  TURN RIGHT AND DRIVE WEST ACROSS COUNTRY FOR 0.05
 OY0109'MILE TO THE SUMMIT OF A LOW KNOLL AND THE STATION.
 OY0109'
 OY0109'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS
 OY0109'STAMPED, IDA 15-129 1959.  THE SURFACE MARK IS SET IN THE TOP
 OY0109'OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AT THE TOP AND
 OY0109'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 0.1
 OY0109'MILE WEST OF U.S. HIGHWAY 91 AND 5.8 FEET WEST-SOUTHWEST OF A
 OY0109'METAL WITNESS POST WITH SIGN.
 OY0109'
 OY0109'REFERENCE MARK 1, STAMPED IDA 15-129 NO 1 1959, IS A STANDARD
 OY0109'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 OY0109'AT THE TOP AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 OY0109'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 OY0109'
 OY0109'REFERENCE MARK 2, STAMPED IDA 15-129 NO 2 1959, IS A STANDARD
 OY0109'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 OY0109'SQUARE AT THE TOP AND PROJECTS 4 INCHES ABOVE THE SURFACE OF
 OY0109'THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 OY0109
 OY0109                          STATION RECOVERY (1967)
 OY0109
 OY0109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0109'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0109'CONDITION AND LEVELED OVER.
 OY0109'
 OY0109'TO REACH FROM THE HAMER OVERPASS AT HAMER, GO 3.65 MILES NORTH
 OY0109'ALONG INTERSTATE HIGHWAY 15,
 OY0109'
 OY0109'THE STATION IS A C AND GS TRIANGULATION STATION DIS, STAMPED
 OY0109'IDA 15-129 1959.  ON A SMALL GRASSY KNOLL, 369-1/2 FEET WEST
 OY0109'OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 169.3 FEET
 OY0109'WEST OF THE WEST HIGHWAY RIGHT-OF-WAY FENCE, 169.4 FEET WEST
 OY0109'OF A WITNESS POST, IN A CONCRETE POST PROJECTING ABOUT 0.5
 OY0109'FOOT ABOVE THE GROUND.
 OY0109'
 OY0109'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-129 NO
 OY0109'1 1959.  58.84 FEET NORTH-NORTHEAST OF THE STATION, 364-1/2 FEET
 OY0109'WEST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, IN THE
 OY0109'TOP OF A CONCRETE POST.
 OY0109'
 OY0109'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-129 NO 2
 OY0109'1959.  61.85 FEET EAST OF THE STATION, 307-1/2 FEET WEST OF THE
 OY0109'CENTER LINE OF THE WEST LANES OF THE HIGHWAY, AND SET IN THE TOP OF
 OY0109'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OY0109'
 OY0109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 OY0109'MILES NORTH OF HAMER
 OY0109
 OY0109                          STATION RECOVERY (1967)
 OY0109
 OY0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0109'3.65 MI N FROM HAMER.
 OY0109'3.65 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS
 OY0109'AT HAMER, ON A SMALL GRASSY KNOLL, 369 1/2 FEET WEST OF THE CENTER
 OY0109'LINE OF THE WEST LANES OF THE HIGHWAY, 169.3 FEET WEST OF THE WEST
 OY0109'HIGHWAY RIGHT-OF-WAY FENCE, 58.84 FEET SOUTH-SOUTHWEST OF R.M. 1,
 OY0109'61.85 FEET WEST OF R.M. 2, 169.4 FEET WEST OF A WITNESS POST, ABOUT 4
 OY0109'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 OY0109'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0110 ***********************************************************************
 OY0110  DESIGNATION -  IDA 15 129 RM 1
 OY0110  PID         -  OY0110
 OY0110  STATE/COUNTY-  ID/JEFFERSON
 OY0110  USGS QUAD   -  HAMER (1964)
 OY0110
 OY0110                         *CURRENT SURVEY CONTROL
 OY0110  ___________________________________________________________________
 OY0110* NAD 83(1986)-  43 58 39.     (N)    112 13 48.     (W)     SCALED    
 OY0110* NAVD 88     -      1467.307  (meters)    4813.99   (feet)  ADJUSTED  
 OY0110  ___________________________________________________________________
 OY0110  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 OY0110  DYNAMIC HT  -        1466.592 (meters)    4811.64  (feet)  COMP
 OY0110  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 OY0110
 OY0110  VERT ORDER  -  FIRST     CLASS II
 OY0110
 OY0110.The horizontal coordinates were scaled from a topographic map and have
 OY0110.an estimated accuracy of +/- 6 seconds.
 OY0110
 OY0110.The orthometric height was determined by differential leveling
 OY0110.and adjusted by the National Geodetic Survey in June 1991..
 OY0110
 OY0110.The geoid height was determined by GEOID03.
 OY0110
 OY0110.The dynamic height is computed by dividing the NAVD 88
 OY0110.geopotential number by the normal gravity value computed on the
 OY0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0110.degrees latitude (g = 980.6199 gals.).
 OY0110
 OY0110.The modeled gravity was interpolated from observed gravity values.
 OY0110
 OY0110;                    North         East    Units  Estimated Accuracy
 OY0110;SPC ID E     -   256,700.      194,920.      MT  (+/- 180 meters Scaled)
 OY0110
 OY0110                          SUPERSEDED SURVEY CONTROL
 OY0110
 OY0110  NGVD 29 (??/??/92) 1466.212  (m)         4810.40   (f) ADJ UNCH    1 2
 OY0110
 OY0110.Superseded values are not recommended for survey control.
 OY0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0110.See file dsdata.txt to determine how the superseded data were derived.
 OY0110
 OY0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP013701(NAD 83)
 OY0110_MARKER: DR = REFERENCE MARK DISK
 OY0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0110_STAMPING: IDA 15-129 NO 1 1959
 OY0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0110+STABILITY: SURFACE MOTION
 OY0110
 OY0110  HISTORY     - Date     Condition        Report By
 OY0110  HISTORY     - 1959     MONUMENTED       CGS
 OY0110  HISTORY     - 1967     GOOD             NGS
 OY0110
 OY0110                          STATION DESCRIPTION
 OY0110
 OY0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0110'3.65 MI N FROM HAMER.
 OY0110'3.65 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS
 OY0110'AT HAMER, 364 1/2 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF
 OY0110'THE HIGHWAY, 164.5 FEET WEST OF THE WEST HIGHWAY RIGHT-OF-WAY FENCE,
 OY0110'58.84 FEET NORTH-NORTHEAST OF THE STATION, ABOUT LEVEL WITH THE
 OY0110'STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 OY0110'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0108 ***********************************************************************
 OY0108  DESIGNATION -  IDA 15 129 RM 2
 OY0108  PID         -  OY0108
 OY0108  STATE/COUNTY-  ID/JEFFERSON
 OY0108  USGS QUAD   -  HAMER (1964)
 OY0108
 OY0108                         *CURRENT SURVEY CONTROL
 OY0108  ___________________________________________________________________
 OY0108* NAD 83(1986)-  43 58 39.     (N)    112 13 48.     (W)     SCALED    
 OY0108* NAVD 88     -      1467.270  (meters)    4813.87   (feet)  ADJUSTED  
 OY0108  ___________________________________________________________________
 OY0108  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 OY0108  DYNAMIC HT  -        1466.555 (meters)    4811.52  (feet)  COMP
 OY0108  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 OY0108
 OY0108  VERT ORDER  -  FIRST     CLASS II
 OY0108
 OY0108.The horizontal coordinates were scaled from a topographic map and have
 OY0108.an estimated accuracy of +/- 6 seconds.
 OY0108
 OY0108.The orthometric height was determined by differential leveling
 OY0108.and adjusted by the National Geodetic Survey in June 1991..
 OY0108
 OY0108.The geoid height was determined by GEOID03.
 OY0108
 OY0108.The dynamic height is computed by dividing the NAVD 88
 OY0108.geopotential number by the normal gravity value computed on the
 OY0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0108.degrees latitude (g = 980.6199 gals.).
 OY0108
 OY0108.The modeled gravity was interpolated from observed gravity values.
 OY0108
 OY0108;                    North         East    Units  Estimated Accuracy
 OY0108;SPC ID E     -   256,700.      194,920.      MT  (+/- 180 meters Scaled)
 OY0108
 OY0108                          SUPERSEDED SURVEY CONTROL
 OY0108
 OY0108  NGVD 29 (??/??/92) 1466.175  (m)         4810.28   (f) ADJ UNCH    1 2
 OY0108
 OY0108.Superseded values are not recommended for survey control.
 OY0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0108.See file dsdata.txt to determine how the superseded data were derived.
 OY0108
 OY0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP013701(NAD 83)
 OY0108_MARKER: DR = REFERENCE MARK DISK
 OY0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0108_STAMPING: IDA 15-129 NO 2 1959
 OY0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0108+STABILITY: SURFACE MOTION
 OY0108
 OY0108  HISTORY     - Date     Condition        Report By
 OY0108  HISTORY     - 1959     MONUMENTED       CGS
 OY0108  HISTORY     - 1967     GOOD             NGS
 OY0108
 OY0108                          STATION DESCRIPTION
 OY0108
 OY0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0108'3.65 MI N FROM HAMER.
 OY0108'3.65 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS
 OY0108'AT HAMER, 61.85 FEET EAST OF THE STATION, 307 1/2 FEET WEST OF THE
 OY0108'CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 107.4 FEET WEST OF THE
 OY0108'WEST HIGHWAY RIGHT-OF-WAY FENCE, 107.6 FEET WEST OF A WITNESS POST,
 OY0108'ABOUT 1/2 FOOT LOWER THAN THE STATION, AND SET IN THE TOP OF A
 OY0108'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0068 ***********************************************************************
 PZ0068  DESIGNATION -  IDA 15 130
 PZ0068  PID         -  PZ0068
 PZ0068  STATE/COUNTY-  ID/JEFFERSON
 PZ0068  USGS QUAD   -  CAMAS (1964)
 PZ0068
 PZ0068                         *CURRENT SURVEY CONTROL
 PZ0068  ___________________________________________________________________
 PZ0068* NAD 83(1992)-  44 01 01.28806(N)    112 14 00.61914(W)     ADJUSTED  
 PZ0068* NAVD 88     -      1477.103  (meters)    4846.13   (feet)  ADJUSTED  
 PZ0068  ___________________________________________________________________
 PZ0068  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 PZ0068  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 PZ0068  DYNAMIC HT  -        1476.385 (meters)    4843.77  (feet)  COMP
 PZ0068  MODELED GRAV-     980,081.0   (mgal)                       NAVD 88
 PZ0068
 PZ0068  HORZ ORDER  -  SECOND
 PZ0068  VERT ORDER  -  FIRST     CLASS II
 PZ0068
 PZ0068.The horizontal coordinates were established by classical geodetic methods
 PZ0068.and adjusted by the National Geodetic Survey in July 1992..
 PZ0068
 PZ0068.The orthometric height was determined by differential leveling
 PZ0068.and adjusted by the National Geodetic Survey in June 1991..
 PZ0068
 PZ0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0068
 PZ0068.The geoid height was determined by GEOID03.
 PZ0068
 PZ0068.The dynamic height is computed by dividing the NAVD 88
 PZ0068.geopotential number by the normal gravity value computed on the
 PZ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0068.degrees latitude (g = 980.6199 gals.).
 PZ0068
 PZ0068.The modeled gravity was interpolated from observed gravity values.
 PZ0068
 PZ0068;                    North         East     Units Scale Factor Converg.
 PZ0068;SPC ID E     -   261,088.898   194,640.941   MT  0.99994772   -0 02 47.2
 PZ0068;UTM  12      - 4,874,503.284   401,132.816   MT  0.99972022   -0 51 25.9
 PZ0068
 PZ0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0068!SPC ID E     -   0.99977020  x   0.99994772  =   0.99971793
 PZ0068!UTM  12      -   0.99977020  x   0.99972022  =   0.99949048
 PZ0068
 PZ0068|---------------------------------------------------------------------|
 PZ0068| PID    Reference Object                     Distance      Geod. Az  |
 PZ0068|                                                           dddmmss.s |
 PZ0068| PZ0067 IDA 15 130 RM 1                       9.542 METERS 16619     |
 PZ0068| PZ0070 J 90                                               3505210.6 |
 PZ0068| PZ0069 IDA 15 130 RM 2                      11.877 METERS 35418     |
 PZ0068|---------------------------------------------------------------------|
 PZ0068
 PZ0068                          SUPERSEDED SURVEY CONTROL
 PZ0068
 PZ0068  NAD 83(1986)-  44 01 01.28256(N)    112 14 00.60609(W) AD(       ) 2
 PZ0068  NAD 27      -  44 01 01.61360(N)    112 13 57.67330(W) AD(       ) 2
 PZ0068  NGVD 29 (??/??/92) 1476.003  (m)         4842.52   (f) ADJ UNCH    1 2
 PZ0068
 PZ0068.Superseded values are not recommended for survey control.
 PZ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0068.See file dsdata.txt to determine how the superseded data were derived.
 PZ0068
 PZ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0113374503(NAD 83)
 PZ0068_MARKER: DS = TRIANGULATION STATION DISK
 PZ0068_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0068_SP_SET: LAVA OUTCROP
 PZ0068_STAMPING: IDA 15-130 1959
 PZ0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0068+STABILITY: POSITION/ELEVATION WELL
 PZ0068
 PZ0068  HISTORY     - Date     Condition        Report By
 PZ0068  HISTORY     - 1959     MONUMENTED       CGS
 PZ0068  HISTORY     - 1967     GOOD             CGS
 PZ0068  HISTORY     - 1967     GOOD             NGS
 PZ0068
 PZ0068                          STATION DESCRIPTION
 PZ0068
 PZ0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0068'THE STATION IS 2 MILES NORTHWEST OF THE CAMAS RAILROAD DEPOT,
 PZ0068'0.5 MILE WEST OF THE UNION PACIFIC RAILROAD AND ON THE SUMMIT
 PZ0068'OF A LOW LAVA RIDGE ABOUT 45 FEET EAST OF THE CENTER LINE OF
 PZ0068'U.S. HIGHWAY 91.
 PZ0068'
 PZ0068'TO REACH THE STATION FROM THE CAMAS RAILROAD DEPOT, GO NORTH
 PZ0068'ALONG THE EAST SIDE OF THE TRACKS FOR 0.2 MILE TO THE RAILROAD
 PZ0068'CROSSING, TURN LEFT, WEST, ACROSS THE TRACKS, FOLLOWING THE WELL
 PZ0068'BLADED ROAD FOR 0.55 MILE TO ITS INTERSECTION WITH U.S. HIGHWAY
 PZ0068'91, TURN RIGHT, NORTH, ALONG U.S. HIGHWAY 91 FOR 1.6 MILES TO
 PZ0068'A CUT THROUGH A LOW LAVA RIDGE AND THE STATION ON ITS SUMMIT,
 PZ0068'45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 PZ0068'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED, 6 FEET
 PZ0068'WEST OF THE EAST RIGHT OF WAY FENCE LINE AND 4 FEET EAST OF
 PZ0068'THE TOP OF THE CUT BANK.
 PZ0068'
 PZ0068'THE STATION IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 PZ0068'THE OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE AND STAMPED
 PZ0068'IDA 15-130 1959.
 PZ0068'
 PZ0068'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PZ0068'IN THE OUTCROPPING BEDROCK 21 FEET EAST FROM THE TOP OF THE
 PZ0068'CUTBANK AND IS STAMPED IDA 15-130 NO 1 1959.
 PZ0068'
 PZ0068'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PZ0068'IN THE OUTCROPPING BEDROCK 9 FEET EAST FROM THE TOP OF THE CUTBANK
 PZ0068'AND IS STAMPED IDA 15-130 NO 2 1959.
 PZ0068'
 PZ0068'BM J 90, A STANDARD BENCH MARK DISK, IS CEMENTED IN A DRILL
 PZ0068'HOLE IN THE SOLID LAVA CAP 80 FEET WEST OF THE CENTER LINE
 PZ0068'OF U.S. HIGHWAY 91 AND 3 FEET EAST OF A 3-FOOT CAIRN.  IT IS
 PZ0068'STAMPED J 90 1959.
 PZ0068'
 PZ0068'A 2-WHEEL DRIVE STATION.
 PZ0068
 PZ0068                          STATION RECOVERY (1967)
 PZ0068
 PZ0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0068'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PZ0068'CONDITION AND LEVELED OVER.
 PZ0068'
 PZ0068'TO REACH FROM THE HAMER OVERPASS AT HAMER, GO 6.4 MILES NORTH
 PZ0068'ALONG INTERSTATE HIGHWAY 15.
 PZ0068'
 PZ0068'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0068'IDA 15-130 1959.  0.25 MILE NORTH OF AN UNDERPASS, AT A LAVA
 PZ0068'ROCK CUT, 174 FEET EAST OF THE CENTER LINE OF THE EAST LANES
 PZ0068'OF THE HIGHWAY, 35 FEET EAST OF THE CENTER LINE OF AN ASPHALT ROAD
 PZ0068'(FORMER HIGHWAY), 5.8 FEET WEST OF A FENCE, 6.6 FEET
 PZ0068'SOUTH-SOUTHEAST OF A WITNESS POST, IN TOP OF A LAVA OUTCROP
 PZ0068'WHICH IS ABOUT FLUSH WITH THE GROUND.
 PZ0068'
 PZ0068'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-130
 PZ0068'NO 1 1959.  31.31 FEET SOUTH-SOUTHEAST OF THE STATION, 177-1/2
 PZ0068'FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY,
 PZ0068'2.0 FEET WEST OF A FENCE, 37.9 FEET SOUTH-SOUTHEAST OF A WITNESS
 PZ0068'POST, IN THE TOP OF A LAVA OUTCROP.
 PZ0068'
 PZ0068'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-130
 PZ0068'NO 2 1959.  38.96 FEET NORTH OF THE STATION, 174 FEET EAST
 PZ0068'OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 35 FEET
 PZ0068'EAST OF THE CENTER LINE OF AN ASPHALT ROAD, IN THE TOP OF A
 PZ0068'SMALL LAVA OUTCROP.
 PZ0068'
 PZ0068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 PZ0068'1/2 MILES NORTH OF HAMER.
 PZ0068
 PZ0068                          STATION RECOVERY (1967)
 PZ0068
 PZ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0068'6.4 MI N FROM HAMER.
 PZ0068'6.4 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 PZ0068'HAMER, 0.25 MILE NORTH OF AN UNDERPASS, AT A LAVA ROCK CUT, IN THE TOP
 PZ0068'OF A LAVA OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND, 174 FEET EAST
 PZ0068'OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 35 FEET EAST OF
 PZ0068'THE CENTER LINE OF AN ASPHALT ROAD (FORMER HIGHWAY), 74.9 FEET EAST OF
 PZ0068'THE EAST HIGHWAY RIGHT-OF-WAY FENCE, 31.31 FEET NORTH-NORTHWEST OF THE
 PZ0068'R.M. 1, 38.96 FEET SOUTH OF R.M.2, 5.8 FEET WEST OF A FENCE, 6.6 FEET
 PZ0068'SOUTH-SOUTHEAST OF A WITNESS POST, AND ABOUT 12 FEET HIGHER THAN THE
 PZ0068'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0067 ***********************************************************************
 PZ0067  DESIGNATION -  IDA 15 130 RM 1
 PZ0067  PID         -  PZ0067
 PZ0067  STATE/COUNTY-  ID/JEFFERSON
 PZ0067  USGS QUAD   -  CAMAS (1964)
 PZ0067
 PZ0067                         *CURRENT SURVEY CONTROL
 PZ0067  ___________________________________________________________________
 PZ0067* NAD 83(1986)-  44 01 01.     (N)    112 14 01.     (W)     SCALED    
 PZ0067* NAVD 88     -      1476.505  (meters)    4844.17   (feet)  ADJUSTED  
 PZ0067  ___________________________________________________________________
 PZ0067  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 PZ0067  DYNAMIC HT  -        1475.789 (meters)    4841.82  (feet)  COMP
 PZ0067  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 PZ0067
 PZ0067  VERT ORDER  -  FIRST     CLASS II
 PZ0067
 PZ0067.The horizontal coordinates were scaled from a topographic map and have
 PZ0067.an estimated accuracy of +/- 6 seconds.
 PZ0067
 PZ0067.The orthometric height was determined by differential leveling
 PZ0067.and adjusted by the National Geodetic Survey in June 1991..
 PZ0067
 PZ0067.The geoid height was determined by GEOID03.
 PZ0067
 PZ0067.The dynamic height is computed by dividing the NAVD 88
 PZ0067.geopotential number by the normal gravity value computed on the
 PZ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0067.degrees latitude (g = 980.6199 gals.).
 PZ0067
 PZ0067.The modeled gravity was interpolated from observed gravity values.
 PZ0067
 PZ0067;                    North         East    Units  Estimated Accuracy
 PZ0067;SPC ID E     -   261,080.      194,630.      MT  (+/- 180 meters Scaled)
 PZ0067
 PZ0067                          SUPERSEDED SURVEY CONTROL
 PZ0067
 PZ0067  NGVD 29 (??/??/92) 1475.409  (m)         4840.57   (f) ADJ UNCH    1 2
 PZ0067
 PZ0067.Superseded values are not recommended for survey control.
 PZ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0067.See file dsdata.txt to determine how the superseded data were derived.
 PZ0067
 PZ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP011744(NAD 83)
 PZ0067_MARKER: DR = REFERENCE MARK DISK
 PZ0067_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0067_SP_SET: LAVA OUTCROP
 PZ0067_STAMPING: IDA 15-130 NO 1 1959
 PZ0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0067+STABILITY: POSITION/ELEVATION WELL
 PZ0067
 PZ0067  HISTORY     - Date     Condition        Report By
 PZ0067  HISTORY     - 1959     MONUMENTED       CGS
 PZ0067  HISTORY     - 1967     GOOD             NGS
 PZ0067
 PZ0067                          STATION DESCRIPTION
 PZ0067
 PZ0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0067'6.4 MI N FROM HAMER.
 PZ0067'6.4 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 PZ0067'HAMER, IN THE TOP OF A SMALL LAVA OUTCROP WHICH PROJECTS ABOUT 1/2
 PZ0067'FOOT ABOVE THE GROUND, 31.31 FEET SOUTH-SOUTHEAST OF THE STATION, 177
 PZ0067'1/2 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 38
 PZ0067'1/2 FEET EAST OF THE CENTER LINE OF AN ASPHALT ROAD (FORMER HIGHWAY),
 PZ0067'2.0 FEET WEST OF A FENCE, 37.9 FEET SOUTH-SOUTHEAST OF A WITNESS POST,
 PZ0067'AND ABOUT 2 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0069 ***********************************************************************
 PZ0069  DESIGNATION -  IDA 15 130 RM 2
 PZ0069  PID         -  PZ0069
 PZ0069  STATE/COUNTY-  ID/JEFFERSON
 PZ0069  USGS QUAD   -  CAMAS (1964)
 PZ0069
 PZ0069                         *CURRENT SURVEY CONTROL
 PZ0069  ___________________________________________________________________
 PZ0069* NAD 83(1986)-  44 01 02.     (N)    112 14 00.     (W)     SCALED    
 PZ0069* NAVD 88     -      1476.777  (meters)    4845.06   (feet)  ADJUSTED  
 PZ0069  ___________________________________________________________________
 PZ0069  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 PZ0069  DYNAMIC HT  -        1476.060 (meters)    4842.71  (feet)  COMP
 PZ0069  MODELED GRAV-     980,081.3   (mgal)                       NAVD 88
 PZ0069
 PZ0069  VERT ORDER  -  FIRST     CLASS II
 PZ0069
 PZ0069.The horizontal coordinates were scaled from a topographic map and have
 PZ0069.an estimated accuracy of +/- 6 seconds.
 PZ0069
 PZ0069.The orthometric height was determined by differential leveling
 PZ0069.and adjusted by the National Geodetic Survey in June 1991..
 PZ0069
 PZ0069.The geoid height was determined by GEOID03.
 PZ0069
 PZ0069.The dynamic height is computed by dividing the NAVD 88
 PZ0069.geopotential number by the normal gravity value computed on the
 PZ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0069.degrees latitude (g = 980.6199 gals.).
 PZ0069
 PZ0069.The modeled gravity was interpolated from observed gravity values.
 PZ0069
 PZ0069;                    North         East    Units  Estimated Accuracy
 PZ0069;SPC ID E     -   261,110.      194,660.      MT  (+/- 180 meters Scaled)
 PZ0069
 PZ0069                          SUPERSEDED SURVEY CONTROL
 PZ0069
 PZ0069  NGVD 29 (??/??/92) 1475.678  (m)         4841.45   (f) ADJ UNCH    1 2
 PZ0069
 PZ0069.Superseded values are not recommended for survey control.
 PZ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0069.See file dsdata.txt to determine how the superseded data were derived.
 PZ0069
 PZ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP011745(NAD 83)
 PZ0069_MARKER: DR = REFERENCE MARK DISK
 PZ0069_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0069_SP_SET: LAVA OUTCROP
 PZ0069_STAMPING: IDA 15-130 NO 2 1959
 PZ0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0069+STABILITY: POSITION/ELEVATION WELL
 PZ0069
 PZ0069  HISTORY     - Date     Condition        Report By
 PZ0069  HISTORY     - 1959     MONUMENTED       CGS
 PZ0069  HISTORY     - 1967     GOOD             NGS
 PZ0069
 PZ0069                          STATION DESCRIPTION
 PZ0069
 PZ0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0069'6.4 MI N FROM HAMER.
 PZ0069'6.4 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 PZ0069'HAMER, IN THE TOP OF A SMALL LAVA OUTCROP WHICH PROJECTS ABOUT 0.2
 PZ0069'FOOT ABOVE THE GROUND, 38.96 FEET NORTH OF THE STATION, 174 FEET EAST
 PZ0069'OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 35 FEET EAST OF
 PZ0069'THE CENTER LINE OF AN ASPHALT ROAD, (FORMER HIGHWAY), 5.8 FEET WEST OF
 PZ0069'A FENCE, AND ABOUT 1 FOOT LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0075 ***********************************************************************
 PZ0075  DESIGNATION -  IDA 15 131
 PZ0075  PID         -  PZ0075
 PZ0075  STATE/COUNTY-  ID/JEFFERSON
 PZ0075  USGS QUAD   -  CAMAS (1964)
 PZ0075
 PZ0075                         *CURRENT SURVEY CONTROL
 PZ0075  ___________________________________________________________________
 PZ0075* NAD 83(1992)-  44 02 21.26383(N)    112 14 07.51106(W)     ADJUSTED  
 PZ0075* NAVD 88     -      1483.965  (meters)    4868.64   (feet)  ADJUSTED  
 PZ0075  ___________________________________________________________________
 PZ0075  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 PZ0075  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 PZ0075  DYNAMIC HT  -        1483.245 (meters)    4866.28  (feet)  COMP
 PZ0075  MODELED GRAV-     980,081.6   (mgal)                       NAVD 88
 PZ0075
 PZ0075  HORZ ORDER  -  SECOND
 PZ0075  VERT ORDER  -  FIRST     CLASS II
 PZ0075
 PZ0075.The horizontal coordinates were established by classical geodetic methods
 PZ0075.and adjusted by the National Geodetic Survey in July 1992..
 PZ0075
 PZ0075.The orthometric height was determined by differential leveling
 PZ0075.and adjusted by the National Geodetic Survey in June 1991..
 PZ0075
 PZ0075.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0075
 PZ0075.The geoid height was determined by GEOID03.
 PZ0075
 PZ0075.The dynamic height is computed by dividing the NAVD 88
 PZ0075.geopotential number by the normal gravity value computed on the
 PZ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0075.degrees latitude (g = 980.6199 gals.).
 PZ0075
 PZ0075.The modeled gravity was interpolated from observed gravity values.
 PZ0075
 PZ0075;                    North         East     Units Scale Factor Converg.
 PZ0075;SPC ID E     -   263,557.320   194,489.503   MT  0.99994774   -0 02 52.1
 PZ0075;UTM  12      - 4,876,973.040   401,016.354   MT  0.99972050   -0 51 31.9
 PZ0075
 PZ0075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0075!SPC ID E     -   0.99976912  x   0.99994774  =   0.99971687
 PZ0075!UTM  12      -   0.99976912  x   0.99972050  =   0.99948968
 PZ0075
 PZ0075|---------------------------------------------------------------------|
 PZ0075| PID    Reference Object                     Distance      Geod. Az  |
 PZ0075|                                                           dddmmss.s |
 PZ0075| PZ0076 IDA 15 131 RM 1                      15.433 METERS 02725     |
 PZ0075| PZ0073 IDA 15 131 RM 2                      11.753 METERS 12003     |
 PZ0075| PZ0074 IDA 15 131 RM 3                       9.668 METERS 12615     |
 PZ0075| PZ0071 IDA 15 131 AZ MK                                   1773625.3 |
 PZ0075|---------------------------------------------------------------------|
 PZ0075
 PZ0075                          SUPERSEDED SURVEY CONTROL
 PZ0075
 PZ0075  NAD 83(1986)-  44 02 21.25844(N)    112 14 07.49809(W) AD(       ) 2
 PZ0075  NAD 27      -  44 02 21.58930(N)    112 14 04.56290(W) AD(       ) 2
 PZ0075  NGVD 29 (??/??/92) 1482.865  (m)         4865.03   (f) ADJ UNCH    1 2
 PZ0075
 PZ0075.Superseded values are not recommended for survey control.
 PZ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0075.See file dsdata.txt to determine how the superseded data were derived.
 PZ0075
 PZ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0101676973(NAD 83)
 PZ0075_MARKER: DS = TRIANGULATION STATION DISK
 PZ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0075_STAMPING: IDA 15-131 1959
 PZ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0075+STABILITY: SURFACE MOTION
 PZ0075
 PZ0075  HISTORY     - Date     Condition        Report By
 PZ0075  HISTORY     - 1959     MONUMENTED       CGS
 PZ0075  HISTORY     - 1962     GOOD             IDDT
 PZ0075  HISTORY     - 1967     GOOD             CGS
 PZ0075  HISTORY     - 1967     GOOD             NGS
 PZ0075
 PZ0075                          STATION DESCRIPTION
 PZ0075
 PZ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0075'THE STATION IS ABOUT 9-1/2 MILES SOUTH OF DUBOIS, ON THE
 PZ0075'SUMMIT OF A SANDY, SAGE AND GRASS COVERED KNOLL ON THE WEST
 PZ0075'SIDE OF U.S. HIGHWAY 91.
 PZ0075'
 PZ0075'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS, DRIVE
 PZ0075'SOUTH ON U.S. HIGHWAY 91 FOR 10.1 MILES TO THE STATION ON
 PZ0075'THE RIGHT.
 PZ0075'
 PZ0075'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS
 PZ0075'STAMPED, IDA 15-131 1959.  THE SURFACE-STATION MARK IS SET IN
 PZ0075'THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AT
 PZ0075'THE TOP AND PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 PZ0075'IT IS 64 FEET WEST OF THE CENTER OF U.S. HIGHWAY 91 AND 6.8
 PZ0075'FEET EAST OF A METAL WITNESS POST WITH SIGN.
 PZ0075'
 PZ0075'REFERENCE MARK 1, STAMPED IDA 15-131 NO 1 1959, IS A STANDARD
 PZ0075'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 PZ0075'SQUARE AT THE TOP AND PROJECTS 5 INCHES ABOVE THE SURFACE
 PZ0075'OF THE GROUND.  IT IS 41 FEET WEST OF THE CENTER OF THE
 PZ0075'HIGHWAY.
 PZ0075'
 PZ0075'REFERENCE MARK 2, STAMPED IDA 15-131 NO 2 1959, IS A STANDARD
 PZ0075'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 PZ0075'SQUARE AT THE TOP AND PROJECTS 5 INCHES ABOVE THE SURFACE
 PZ0075'OF THE GROUND.  IT IS 30 FEET WEST OF THE CENTER OF THE
 PZ0075'HIGHWAY.
 PZ0075'
 PZ0075'THE AZIMUTH MARK, STAMPED IDA 15-131 1959, IS A STANDARD DISK
 PZ0075'CEMENTED IN A DRILL HOLE IN BEDROCK, 78 FEET EAST OF THE
 PZ0075'CENTERLINE OF THE HIGHWAY, 36 FEET EAST OF A NORTH-SOUTH
 PZ0075'FENCE LINE, 28 FEET SOUTH OF A EAST-WEST FENCE LINE AND IS
 PZ0075'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  TO REACH FROM THE
 PZ0075'STATION GO SOUTH ON U.S. HIGHWAY 91 FOR 0.6 MILE TO THE MARK
 PZ0075'ON THE LEFT.
 PZ0075
 PZ0075                          STATION RECOVERY (1962)
 PZ0075
 PZ0075'RECOVERY NOTE BY ID DEPT OF TRANSP 1962 (SB)
 PZ0075'REFERENCE MARKER NO. 3 IS A STANDARD BRASS CAP SET IN CONCRETE
 PZ0075'FLUSH WITH THE GROUND AND MARKED IDA 15 131 NO. 3. 1959 - 1962.
 PZ0075'
 PZ0075'REFERENCE MARKER NO. 1 RECOVERED AS DESCRIBED IN 1959 REPORT.
 PZ0075'
 PZ0075'REFERENCE MARK NO. 2 DESTROYED IN 1962.
 PZ0075
 PZ0075                          STATION RECOVERY (1967)
 PZ0075
 PZ0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0075'THE STATION, R.M. 1, 3 AND THE AZIMUTH WERE RECOVERED IN
 PZ0075'GOOD CONDITION AND LEVELED OVER.  R.M. 2 WAS NOT RECOVERED ON
 PZ0075'THIS DATE.
 PZ0075'
 PZ0075'TO REACH FROM THE HAMER OVERPASS AT HAMER, GO 7.9 MILES NORTH
 PZ0075'ALONG INTERSTATE HIGHWAY 15.
 PZ0075'
 PZ0075'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0075'IDA 15-131 1959.  ON A SMALL SANDY CUT BANK, 76 FEET EAST
 PZ0075'OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 65
 PZ0075'FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD, 6.8 FEET
 PZ0075'EAST OF A WITNESS POST, IN CONCRETE POST.
 PZ0075'
 PZ0075'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-131
 PZ0075'NO 1 1959.  50.63 FEET NORTHEAST OF THE STATION, IN A CONCRETE
 PZ0075'POST.
 PZ0075'
 PZ0075'R.M. 3 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-131
 PZ0075'NO 3 1959 1962.  31.75 FEET SOUTHEAST OF THE STATION, IN
 PZ0075'CONCRETE POST.
 PZ0075'
 PZ0075'THE AZIMUTH MARK IS A C AND GS AZIMUTH MARK DISK, STAMPED
 PZ0075'IDA 15-131 1959.  0.65 MILE SOUTH OF THE STATION, 204 FEET
 PZ0075'EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY,
 PZ0075'73 FEET EAST OF THE CENTER LINE OF AN ASPHALT ROAD, 34.0 FEET
 PZ0075'EAST OF A WITNESS POST, IN THE TOP OF A LAVA OUTCROP WHICH
 PZ0075'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, AND ABOUT 3 FEET HIGHER
 PZ0075'THAN THE HIGHWAY.
 PZ0075'
 PZ0075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8
 PZ0075'MILE NORTH OF HAMER
 PZ0075
 PZ0075                          STATION RECOVERY (1967)
 PZ0075
 PZ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0075'7.9 MI N FROM HAMER.
 PZ0075'7.9 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 PZ0075'HAMER, ON THE BANK OF A SMALL SANDY CUT, 76 FEET EAST OF THE CENTER
 PZ0075'LINE OF THE EAST LANES OF THE HIGHWAY, 65 FEET WEST OF AN ASPHALT
 PZ0075'ROAD, 23.4 FEET WEST OF A FENCE, 50.63 FEET SOUTHWEST OF R.M. 1, 31.75
 PZ0075'FEET NORTHWEST OF R.M. 3, 6.8 FEET EAST OF A WITNESS POST, ABOUT 7
 PZ0075'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PZ0075'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0071 ***********************************************************************
 PZ0071  DESIGNATION -  IDA 15 131 AZ MK
 PZ0071  PID         -  PZ0071
 PZ0071  STATE/COUNTY-  ID/JEFFERSON
 PZ0071  USGS QUAD   -  CAMAS (1964)
 PZ0071
 PZ0071                         *CURRENT SURVEY CONTROL
 PZ0071  ___________________________________________________________________
 PZ0071* NAD 83(1986)-  44 01 47.     (N)    112 14 06.     (W)     SCALED    
 PZ0071* NAVD 88     -      1479.029  (meters)    4852.45   (feet)  ADJUSTED  
 PZ0071  ___________________________________________________________________
 PZ0071  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 PZ0071  DYNAMIC HT  -        1478.313 (meters)    4850.10  (feet)  COMP
 PZ0071  MODELED GRAV-     980,082.4   (mgal)                       NAVD 88
 PZ0071
 PZ0071  VERT ORDER  -  FIRST     CLASS II
 PZ0071
 PZ0071.The horizontal coordinates were scaled from a topographic map and have
 PZ0071.an estimated accuracy of +/- 6 seconds.
 PZ0071
 PZ0071.The orthometric height was determined by differential leveling
 PZ0071.and adjusted by the National Geodetic Survey in June 1991..
 PZ0071
 PZ0071.The geoid height was determined by GEOID03.
 PZ0071
 PZ0071.The dynamic height is computed by dividing the NAVD 88
 PZ0071.geopotential number by the normal gravity value computed on the
 PZ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0071.degrees latitude (g = 980.6199 gals.).
 PZ0071
 PZ0071.The modeled gravity was interpolated from observed gravity values.
 PZ0071
 PZ0071;                    North         East    Units  Estimated Accuracy
 PZ0071;SPC ID E     -   262,500.      194,520.      MT  (+/- 180 meters Scaled)
 PZ0071
 PZ0071                          SUPERSEDED SURVEY CONTROL
 PZ0071
 PZ0071  NGVD 29 (??/??/92) 1477.933  (m)         4848.85   (f) ADJ UNCH    1 2
 PZ0071
 PZ0071.Superseded values are not recommended for survey control.
 PZ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0071.See file dsdata.txt to determine how the superseded data were derived.
 PZ0071
 PZ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP010759(NAD 83)
 PZ0071_MARKER: DZ = AZIMUTH MARK DISK
 PZ0071_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0071_SP_SET: LAVA OUTCROP
 PZ0071_STAMPING: IDA 15-131 1959
 PZ0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0071+STABILITY: POSITION/ELEVATION WELL
 PZ0071
 PZ0071  HISTORY     - Date     Condition        Report By
 PZ0071  HISTORY     - 1959     MONUMENTED       CGS
 PZ0071  HISTORY     - 1967     GOOD             NGS
 PZ0071
 PZ0071                          STATION DESCRIPTION
 PZ0071
 PZ0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0071'7.25 MI N FROM HAMER.
 PZ0071'7.25 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS
 PZ0071'AT HAMER, IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT
 PZ0071'ABOVE THE GROUND, 204 FEET EAST OF THE CENTER LINE OF THE EAST LANES
 PZ0071'OF THE HIGHWAY, 73 FEET EAST OF THE CENTER LINE OF AN ASPHALT ROAD,
 PZ0071'115.2 FEET EAST OF A FENCE, 41 1/2 FEET SOUTHEAST OF A T JUNCTION
 PZ0071'FENCE POST, 28 FEET SOUTH OF A FENCE, 34.0 FEET EAST OF A FENCE, 34.0
 PZ0071'FEET EAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0076 ***********************************************************************
 PZ0076  DESIGNATION -  IDA 15 131 RM 1
 PZ0076  PID         -  PZ0076
 PZ0076  STATE/COUNTY-  ID/JEFFERSON
 PZ0076  USGS QUAD   -  CAMAS (1964)
 PZ0076
 PZ0076                         *CURRENT SURVEY CONTROL
 PZ0076  ___________________________________________________________________
 PZ0076* NAD 83(1986)-  44 02 21.     (N)    112 14 07.     (W)     SCALED    
 PZ0076* NAVD 88     -      1483.907  (meters)    4868.45   (feet)  ADJUSTED  
 PZ0076  ___________________________________________________________________
 PZ0076  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 PZ0076  DYNAMIC HT  -        1483.188 (meters)    4866.09  (feet)  COMP
 PZ0076  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 PZ0076
 PZ0076  VERT ORDER  -  FIRST     CLASS II
 PZ0076
 PZ0076.The horizontal coordinates were scaled from a topographic map and have
 PZ0076.an estimated accuracy of +/- 6 seconds.
 PZ0076
 PZ0076.The orthometric height was determined by differential leveling
 PZ0076.and adjusted by the National Geodetic Survey in June 1991..
 PZ0076
 PZ0076.The geoid height was determined by GEOID03.
 PZ0076
 PZ0076.The dynamic height is computed by dividing the NAVD 88
 PZ0076.geopotential number by the normal gravity value computed on the
 PZ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0076.degrees latitude (g = 980.6199 gals.).
 PZ0076
 PZ0076.The modeled gravity was interpolated from observed gravity values.
 PZ0076
 PZ0076;                    North         East    Units  Estimated Accuracy
 PZ0076;SPC ID E     -   263,550.      194,500.      MT  (+/- 180 meters Scaled)
 PZ0076
 PZ0076                          SUPERSEDED SURVEY CONTROL
 PZ0076
 PZ0076  NGVD 29 (??/??/92) 1482.808  (m)         4864.85   (f) ADJ UNCH    1 2
 PZ0076
 PZ0076.Superseded values are not recommended for survey control.
 PZ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0076.See file dsdata.txt to determine how the superseded data were derived.
 PZ0076
 PZ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP010769(NAD 83)
 PZ0076_MARKER: DR = REFERENCE MARK DISK
 PZ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0076_STAMPING: IDA 15-131 NO 1 1959
 PZ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0076+STABILITY: SURFACE MOTION
 PZ0076
 PZ0076  HISTORY     - Date     Condition        Report By
 PZ0076  HISTORY     - 1959     MONUMENTED       CGS
 PZ0076  HISTORY     - 1967     GOOD             NGS
 PZ0076
 PZ0076                          STATION DESCRIPTION
 PZ0076
 PZ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0076'7.9 MI N FROM HAMER.
 PZ0076'7.9 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 PZ0076'HAMER, 99 1/2 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 PZ0076'HIGHWAY, 43 FEET WEST OF THE CENTER LINE OF THE ASPHALT ROAD, 50.63
 PZ0076'FEET NORTHEAST OF THE STATION, 63.67 FEET NORTH OF R.M. 3, 0.2 FOOT
 PZ0076'EAST OF THE EAST RIGHT-OF-WAY FENCE, ABOUT 1/2 FOOT HIGHER THAN THE
 PZ0076'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 PZ0076'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0074 ***********************************************************************
 PZ0074  DESIGNATION -  IDA 15 131 RM 3
 PZ0074  PID         -  PZ0074
 PZ0074  STATE/COUNTY-  ID/JEFFERSON
 PZ0074  USGS QUAD   -  CAMAS (1964)
 PZ0074
 PZ0074                         *CURRENT SURVEY CONTROL
 PZ0074  ___________________________________________________________________
 PZ0074* NAD 83(1986)-  44 02 21.     (N)    112 14 07.     (W)     SCALED    
 PZ0074* NAVD 88     -      1483.434  (meters)    4866.90   (feet)  ADJUSTED  
 PZ0074  ___________________________________________________________________
 PZ0074  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 PZ0074  DYNAMIC HT  -        1482.715 (meters)    4864.54  (feet)  COMP
 PZ0074  MODELED GRAV-     980,081.7   (mgal)                       NAVD 88
 PZ0074
 PZ0074  VERT ORDER  -  FIRST     CLASS II
 PZ0074
 PZ0074.The horizontal coordinates were scaled from a topographic map and have
 PZ0074.an estimated accuracy of +/- 6 seconds.
 PZ0074
 PZ0074.The orthometric height was determined by differential leveling
 PZ0074.and adjusted by the National Geodetic Survey in June 1991..
 PZ0074
 PZ0074.The geoid height was determined by GEOID03.
 PZ0074
 PZ0074.The dynamic height is computed by dividing the NAVD 88
 PZ0074.geopotential number by the normal gravity value computed on the
 PZ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0074.degrees latitude (g = 980.6199 gals.).
 PZ0074
 PZ0074.The modeled gravity was interpolated from observed gravity values.
 PZ0074
 PZ0074;                    North         East    Units  Estimated Accuracy
 PZ0074;SPC ID E     -   263,550.      194,500.      MT  (+/- 180 meters Scaled)
 PZ0074
 PZ0074                          SUPERSEDED SURVEY CONTROL
 PZ0074
 PZ0074  NGVD 29 (??/??/92) 1482.335  (m)         4863.29   (f) ADJ UNCH    1 2
 PZ0074
 PZ0074.Superseded values are not recommended for survey control.
 PZ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0074.See file dsdata.txt to determine how the superseded data were derived.
 PZ0074
 PZ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP010769(NAD 83)
 PZ0074_MARKER: DR = REFERENCE MARK DISK
 PZ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0074_STAMPING: IDA 15-131 NO 3 1959 1962
 PZ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0074+STABILITY: SURFACE MOTION
 PZ0074
 PZ0074  HISTORY     - Date     Condition        Report By
 PZ0074  HISTORY     - 1962     MONUMENTED       CGS
 PZ0074  HISTORY     - 1967     GOOD             NGS
 PZ0074
 PZ0074                          STATION DESCRIPTION
 PZ0074
 PZ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0074'7.9 MI N FROM HAMER.
 PZ0074'7.9 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 PZ0074'HAMER, 101 1/2 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 PZ0074'HIGHWAY, 31.75 FEET SOUTHEAST OF THE STATION, 39 1/2 FEET WEST OF THE
 PZ0074'CENTER LINE OF AN ASPHALT ROAD, 63.67 FEET SOUTH OF R.M. 1, 2.4 FEET
 PZ0074'EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PZ0074'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0078 ***********************************************************************
 PZ0078  FBN         -  This is a Federal Base Network Control Station.
 PZ0078  DESIGNATION -  IDA 15 132
 PZ0078  PID         -  PZ0078
 PZ0078  STATE/COUNTY-  ID/CLARK
 PZ0078  USGS QUAD   -  CAMAS (1964)
 PZ0078
 PZ0078                         *CURRENT SURVEY CONTROL
 PZ0078  ___________________________________________________________________
 PZ0078* NAD 83(1999)-  44 04 04.93255(N)    112 14 07.77496(W)     ADJUSTED  
 PZ0078* NAVD 88     -      1489.052  (meters)    4885.33   (feet)  ADJUSTED  
 PZ0078  ___________________________________________________________________
 PZ0078  X           -  -1,737,407.190 (meters)                     COMP
 PZ0078  Y           -  -4,249,858.941 (meters)                     COMP
 PZ0078  Z           -   4,414,554.433 (meters)                     COMP
 PZ0078  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 PZ0078  ELLIP HEIGHT-        1477.90  (meters)          (09/01/00) GPS OBS
 PZ0078  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 PZ0078  DYNAMIC HT  -        1488.327 (meters)    4882.95  (feet)  COMP
 PZ0078  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 PZ0078
 PZ0078  HORZ ORDER  -  A
 PZ0078  VERT ORDER  -  FIRST     CLASS II
 PZ0078  ELLP ORDER  -  THIRD     CLASS I
 PZ0078
 PZ0078.The horizontal coordinates were established by GPS observations
 PZ0078.and adjusted by the National Geodetic Survey in September 2000..
 PZ0078.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PZ0078.DATUM ITEM on the data sheet items page.
 PZ0078
 PZ0078.The orthometric height was determined by differential leveling
 PZ0078.and adjusted by the National Geodetic Survey in June 1991..
 PZ0078
 PZ0078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PZ0078
 PZ0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0078
 PZ0078.The ellipsoidal height was determined by GPS observations
 PZ0078.and is referenced to NAD 83.
 PZ0078
 PZ0078.The geoid height was determined by GEOID03.
 PZ0078
 PZ0078.The dynamic height is computed by dividing the NAVD 88
 PZ0078.geopotential number by the normal gravity value computed on the
 PZ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0078.degrees latitude (g = 980.6199 gals.).
 PZ0078
 PZ0078.The modeled gravity was interpolated from observed gravity values.
 PZ0078
 PZ0078;                    North         East     Units Scale Factor Converg.
 PZ0078;SPC ID E     -   266,756.871   194,486.301   MT  0.99994774   -0 02 52.3
 PZ0078;UTM  12      - 4,880,171.588   401,058.445   MT  0.99972040   -0 51 33.7
 PZ0078
 PZ0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0078!SPC ID E     -   0.99976831  x   0.99994774  =   0.99971607
 PZ0078!UTM  12      -   0.99976831  x   0.99972040  =   0.99948878
 PZ0078
 PZ0078|---------------------------------------------------------------------|
 PZ0078| PID    Reference Object                     Distance      Geod. Az  |
 PZ0078|                                                           dddmmss.s |
 PZ0078| PZ0079 IDA 15 132 RM 1                      14.818 METERS 22656     |
 PZ0078| PZ0080 IDA 15 132 RM 2                       8.180 METERS 32616     |
 PZ0078| PZ0674 JONES                               APPROX. 4.1 KM 3334259.6 |
 PZ0078|---------------------------------------------------------------------|
 PZ0078
 PZ0078                          SUPERSEDED SURVEY CONTROL
 PZ0078
 PZ0078  NAD 83(1994)-  44 04 04.93195(N)    112 14 07.77350(W) AD(       ) B
 PZ0078  ELLIP H (04/21/95) 1477.98   (m)                       GP(       ) 4 1
 PZ0078  NAD 83(1992)-  44 04 04.93272(N)    112 14 07.76856(W) AD(       ) 2
 PZ0078  NAD 83(1986)-  44 04 04.92759(N)    112 14 07.75575(W) AD(       ) 2
 PZ0078  NAD 27      -  44 04 05.25910(N)    112 14 04.81740(W) AD(       ) 2
 PZ0078  NAVD 88 (04/21/95) 1489.05   (m)         4885.3    (f) LEVELING    3  
 PZ0078  NGVD 29 (??/??/92) 1487.944  (m)         4881.70   (f) ADJ UNCH    1 2
 PZ0078
 PZ0078.Superseded values are not recommended for survey control.
 PZ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0078.See file dsdata.txt to determine how the superseded data were derived.
 PZ0078
 PZ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0105880172(NAD 83)
 PZ0078_MARKER: DS = TRIANGULATION STATION DISK
 PZ0078_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0078_SP_SET: LAVA OUTCROP
 PZ0078_STAMPING: IDA 15-132 1959
 PZ0078_MARK LOGO: CGS   
 PZ0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0078+STABILITY: POSITION/ELEVATION WELL
 PZ0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0078+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 PZ0078
 PZ0078  HISTORY     - Date     Condition        Report By
 PZ0078  HISTORY     - 1959     MONUMENTED       CGS
 PZ0078  HISTORY     - 1967     GOOD             CGS
 PZ0078  HISTORY     - 1967     GOOD             NGS
 PZ0078  HISTORY     - 19931108 GOOD             NGS
 PZ0078  HISTORY     - 19990514 GOOD             NGS
 PZ0078  HISTORY     - 19990601 GOOD             IDTD
 PZ0078  HISTORY     - 19990827 GOOD             NGS
 PZ0078  HISTORY     - 20040905 GOOD             DJC
 PZ0078
 PZ0078                          STATION DESCRIPTION
 PZ0078
 PZ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0078'THE STATION IS ABOUT 8 MILES SOUTH OF DUBOIS AND 9 MILES
 PZ0078'NORTH OF HAMER, ON THE SUMMIT OF A LOW LAVA MOUND ON THE
 PZ0078'WEST SIDE OF U.S. HIGHWAY 91.
 PZ0078'
 PZ0078'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS, DRIVE
 PZ0078'SOUTH ON U.S. HIGHWAY 91 FOR 6.9 MILES TO BENCH MARK Y 89
 PZ0078'ON THE RIGHT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.7 MILE
 PZ0078'TO THE STATION ON THE RIGHT.
 PZ0078'
 PZ0078'THE STATION MARK, STAMPED IDA 15-132 1959, IS A STANDARD
 PZ0078'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LAVA BEDROCK
 PZ0078'MOUND WHICH PROJECTS ABOUT 3 FEET ABOVE THE GENERAL AREA.
 PZ0078'IT IS 13 FEET WEST OF THE WEST HIGHWAY RIGHT OF WAY FENCE
 PZ0078'AND 54 FEET WEST OF THE CENTER OF THE HIGHWAY.
 PZ0078'
 PZ0078'REFERENCE MARK 1, STAMPED IDA 15-132 NO 1 1959, IS A STANDARD
 PZ0078'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 PZ0078'ABOUT 4 INCHES.  IT IS 49 FEET WEST OF THE WEST RIGHT OF
 PZ0078'WAY FENCE AND ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION
 PZ0078'MARK.
 PZ0078'
 PZ0078'REFERENCE MARK 2, STAMPED IDA 15-132 NO 2 1959, IS A STANDARD
 PZ0078'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 3
 PZ0078'INCHES.  IT IS 28 FEET WEST OF THE WEST RIGHT OF WAY FENCE AND
 PZ0078'ABOUT 18 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 PZ0078'
 PZ0078'BENCH MARK Y 89 WAS USED FOR THE AZIMUTH MARK.  THE MARK,
 PZ0078'STAMPED Y 89 1959, IS A STANDARD BENCH MARK DISK SET IN THE
 PZ0078'TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AT THE TOP
 PZ0078'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 PZ0078'IT IS 39 FEET WEST OF THE CENTER OF U.S. HIGHWAY 91, 2 FEET
 PZ0078'WEST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT WEST OF
 PZ0078'THE WEST HIGHWAY RIGHT OF WAY FENCE.
 PZ0078
 PZ0078                          STATION RECOVERY (1967)
 PZ0078
 PZ0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0078'THE STATION WAS RECOVERED IN GOOD CONDITION AND LEVELED
 PZ0078'OVER.  REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED.  BELIEVED
 PZ0078'DESTROYED BY HIGHWAY CONSTRUCTION
 PZ0078'
 PZ0078'TO REACH FROM THE DUBOIS OVERPASS AT DUBOIS, GO 7.4 MILES
 PZ0078'SOUTH ALONG INTERSTATE HIGHWAY 15.
 PZ0078'
 PZ0078'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0078'IDA 15-132 1959.  0.7 MILE NORTH OF THE CLARK-JEFFERSON
 PZ0078'COUNTY LINE, 84 FEET EAST OF THE CENTER LINE OF THE EAST
 PZ0078'LANES OF THE HIGHWAY, 54 FEET WEST OF THE CENTER LINE OF AN
 PZ0078'ASPHALT ROAD, 15.9 FEET WEST OF A FENCE, 16.1 FEET WEST OF
 PZ0078'A WITNESS POST, IN THE TOP OF A LARGE LAVA OUTCROP PROJECTING
 PZ0078'ABOUT 1 FOOT ABOVE THE GROUND, AND 3 FEET HIGHER THAN THE
 PZ0078'HIGHWAY.
 PZ0078'
 PZ0078'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 PZ0078'MILES SOUTH OF DUBOIS.
 PZ0078
 PZ0078                          STATION RECOVERY (1967)
 PZ0078
 PZ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0078'7.4 MI S FROM DUBOIS.
 PZ0078'7.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0078'AT DUBOIS, 0.7 MILE NORTH OF CLARK-JEFFERSON COUNTY LINE, IN THE TOP
 PZ0078'OF A LAVA OUTCROP PROJECTING ABOUT 1 FOOT ABOVE THE GROUND, 84 FEET
 PZ0078'EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 25 FEET
 PZ0078'SOUTHWEST OF A BRACR POST IN THE RIGHT-OF-WAY FENCE LINE, 15.9 FEET
 PZ0078'WEST OF THE FENCE, 54 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD,
 PZ0078'16.1 FEET WEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 PZ0078'HIGHWAY.
 PZ0078
 PZ0078                          STATION RECOVERY (1993)
 PZ0078
 PZ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (BEK)
 PZ0078'OWNERSHIP--INTERSTATE RIGHT-OF-WAY. REACHED FROM THE JUNCTION OF
 PZ0078'INTERSTATE HIGHWAY 15 AND STATE HIGHWAYS 28 AND 33 (EXIT 143), ABOUT
 PZ0078'19 KM (11.80 MI) EAST OF TERRETON, GO NORTH ON INTERSTATE 15 FOR 25.41
 PZ0078'KM (15.80 MI) TO THE CLARK-JEFFERSON COUNTY LINE.  CONTINUE AHEAD FOR
 PZ0078'1.13 KM (0.70 MI) TO THE STATION ON THE RIGHT ABOUT 1 M (3.3 FT) ABOVE
 PZ0078'THE NORTHBOUND LANES. LOCATED 25.45 M (83.50 FT) EAST OF THE
 PZ0078'CENTERLINE OF THE NORTHBOUND LANES, 7.55 M (24.77 FT) SOUTHWEST OF A
 PZ0078'BRACE IN THE RIGHT-OF-WAY FENCE, 4.85 M (15.91 FT) WEST OF THE
 PZ0078'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST, 16.75 M (54.95 FT) WEST
 PZ0078'OF THE CENTER OF THE OLD HIGHWAY, 29.55 M (96.95 FT) WEST-NORTHWEST OF
 PZ0078'POWER POLE 130, AND 2.35 M (7.71 FT) NORTHEAST OF A FIBERGLASS WITNESS
 PZ0078'POST. DESCRIBED BY B.E.KELLY.  TYPED BY GRH
 PZ0078
 PZ0078                          STATION RECOVERY (1999)
 PZ0078
 PZ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PZ0078'RECOVERED AS DESCRIBED.
 PZ0078
 PZ0078                          STATION RECOVERY (1999)
 PZ0078
 PZ0078'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0078'ADD THE FOLLOWING,
 PZ0078'THE MARK IS EAST OF I-15 AT MILEPOST 159.566.
 PZ0078
 PZ0078                          STATION RECOVERY (1999)
 PZ0078
 PZ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PZ0078'RECOVERED AS DESCRIBED.
 PZ0078
 PZ0078                          STATION RECOVERY (2004)
 PZ0078
 PZ0078'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 PZ0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0084 ***********************************************************************
 PZ0084  DESIGNATION -  IDA 15 133
 PZ0084  PID         -  PZ0084
 PZ0084  STATE/COUNTY-  ID/CLARK
 PZ0084  USGS QUAD   -  CAMAS (1964)
 PZ0084
 PZ0084                         *CURRENT SURVEY CONTROL
 PZ0084  ___________________________________________________________________
 PZ0084* NAD 83(1992)-  44 05 36.08082(N)    112 14 08.55683(W)     ADJUSTED  
 PZ0084* NAVD 88     -      1504.292  (meters)    4935.33   (feet)  ADJUSTED  
 PZ0084  ___________________________________________________________________
 PZ0084  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 PZ0084  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 PZ0084  DYNAMIC HT  -        1503.558 (meters)    4932.92  (feet)  COMP
 PZ0084  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 PZ0084
 PZ0084  HORZ ORDER  -  SECOND
 PZ0084  VERT ORDER  -  FIRST     CLASS II
 PZ0084
 PZ0084.The horizontal coordinates were established by classical geodetic methods
 PZ0084.and adjusted by the National Geodetic Survey in July 1992..
 PZ0084
 PZ0084.The orthometric height was determined by differential leveling
 PZ0084.and adjusted by the National Geodetic Survey in June 1991..
 PZ0084
 PZ0084.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0084
 PZ0084.The geoid height was determined by GEOID03.
 PZ0084
 PZ0084.The dynamic height is computed by dividing the NAVD 88
 PZ0084.geopotential number by the normal gravity value computed on the
 PZ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0084.degrees latitude (g = 980.6199 gals.).
 PZ0084
 PZ0084.The modeled gravity was interpolated from observed gravity values.
 PZ0084
 PZ0084;                    North         East     Units Scale Factor Converg.
 PZ0084;SPC ID E     -   269,570.025   194,471.260   MT  0.99994774   -0 02 53.0
 PZ0084;UTM  12      - 4,882,984.033   401,083.252   MT  0.99972034   -0 51 35.7
 PZ0084
 PZ0084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0084!SPC ID E     -   0.99976591  x   0.99994774  =   0.99971367
 PZ0084!UTM  12      -   0.99976591  x   0.99972034  =   0.99948632
 PZ0084
 PZ0084:                Primary Azimuth Mark                     Grid Az
 PZ0084:SPC ID E     -  X 89                                     000 56 43.8
 PZ0084:UTM  12      -  X 89                                     001 45 26.5
 PZ0084
 PZ0084|---------------------------------------------------------------------|
 PZ0084| PID    Reference Object                     Distance      Geod. Az  |
 PZ0084|                                                           dddmmss.s |
 PZ0084| PZ0086 X 89                                APPROX. 0.8 KM 0005350.8 |
 PZ0084| PZ0085 IDA 15 133 RM 3                      18.550 METERS 05132     |
 PZ0084| PZ0083 IDA 15 133 RM 4                      18.099 METERS 12543     |
 PZ0084| PZ0585 IDA 15 133 RM 2                      19.375 METERS 27327     |
 PZ0084| PZ0584 IDA 15 133 RM 1                      19.316 METERS 35502     |
 PZ0084|---------------------------------------------------------------------|
 PZ0084
 PZ0084                          SUPERSEDED SURVEY CONTROL
 PZ0084
 PZ0084  NAD 83(1986)-  44 05 36.07602(N)    112 14 08.54422(W) AD(       ) 2
 PZ0084  NAD 27      -  44 05 36.40700(N)    112 14 05.60310(W) AD(       ) 2
 PZ0084  NGVD 29 (??/??/92) 1503.178  (m)         4931.68   (f) ADJ UNCH    1 2
 PZ0084
 PZ0084.Superseded values are not recommended for survey control.
 PZ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0084.See file dsdata.txt to determine how the superseded data were derived.
 PZ0084
 PZ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0108382984(NAD 83)
 PZ0084_MARKER: DS = TRIANGULATION STATION DISK
 PZ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0084_STAMPING: IDA 15-133 1959
 PZ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0084+STABILITY: SURFACE MOTION
 PZ0084
 PZ0084  HISTORY     - Date     Condition        Report By
 PZ0084  HISTORY     - 1959     MONUMENTED       CGS
 PZ0084  HISTORY     - 1962     GOOD             IDDT
 PZ0084  HISTORY     - 1967     GOOD             CGS
 PZ0084  HISTORY     - 1967     GOOD             NGS
 PZ0084
 PZ0084                          STATION DESCRIPTION
 PZ0084
 PZ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0084'THE STATION IS 6.1 MILES SOUTHERLY ALONG U.S. HIGHWAY 91
 PZ0084'FROM THE POST OFFICE AT DUBOIS, 81 FEET WEST OF THE CENTER
 PZ0084'LINE OF THE HIGHWAY ON A SLIGHT RISE OF GROUND ON THE FLAT
 PZ0084'SAGE AND GRASSY PLAIN.
 PZ0084'
 PZ0084'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 PZ0084'POST WHICH PROJECTS 3 INCHES AND IS STAMPED IDA 15-133 1959.
 PZ0084'IT IS SET 6 FEET WEST OF A METAL WITNESS POST WITH SIGN
 PZ0084'ATTACHED.
 PZ0084'
 PZ0084'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 PZ0084'POST PROJECTING 3 INCHES AND STAMPED IDA 15-133 NO 1 1959.
 PZ0084'
 PZ0084'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 PZ0084'POST PROJECTING 3 INCHES AND STAMPED IDA 15-133 NO 2 1959.
 PZ0084'
 PZ0084'BM X 89, A STANDARD BENCH MARK DISK SET IN A SQUARE CONCRETE
 PZ0084'POST PROJECTING 4 INCHES AND STAMPED X 89 1959, IS 0.5 MILE
 PZ0084'NORTH OF THE STATION, 38 FEET WEST FROM THE CENTER LINE OF
 PZ0084'U.S. HIGHWAY 91 AND 2 FEET WEST OF A METAL WITNESS POST WITH
 PZ0084'SIGN ATTACHED.
 PZ0084'
 PZ0084'A 2-WHEEL DRIVE STATION.
 PZ0084
 PZ0084                          STATION RECOVERY (1962)
 PZ0084
 PZ0084'RECOVERY NOTE BY ID DEPT OF TRANSP 1962 (SB)
 PZ0084'REFERENCE MARK NOS. 1 AND 2 DESTROYED IN 1962.
 PZ0084'
 PZ0084'REFERENCE MARK NO. 3 IS A STANDARD BRASS CAP SET IN CONCRETE
 PZ0084'FLUSH WITH THE GROUND AND MARKED IDA 15 133 NO. 3. 1959 - 1962.
 PZ0084'
 PZ0084'REFERENCE MARK NO. 4 IS A STANDARD BRASS CAP SET IN CONCRETE
 PZ0084'FLUSH WITH THE GROUND AND MARKED IDA 15 133 NO. 4, 1959 - 1962.
 PZ0084
 PZ0084                          STATION RECOVERY (1967)
 PZ0084
 PZ0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0084'THE STATION, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 PZ0084'CONDITION AND LEVELED OVER.
 PZ0084'
 PZ0084'TO REACH FROM THE DUBOIS OVERPASS AT DUBOIS, GO 5.65 MILES
 PZ0084'SOUTH ALONG INTERSTATE HIGHWAY 15.
 PZ0084'
 PZ0084'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0084'IDA 15-133 1959.  48-1/2 FEET EAST OF THE CENTER LINE OF THE
 PZ0084'EAST LANES OF THE HIGHWAY, 84-1/2 FEET WEST OF THE CENTER
 PZ0084'LINE OF AN ASPHALT ROAD, 50.7 FEET WEST OF A FENCE, 5.9 FEET
 PZ0084'WEST OF A WITNESS POST, IN A CONCRETE POST.
 PZ0084'
 PZ0084'R.M. 3 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-133
 PZ0084'NO 3 1959.  1962.  60.86 FEET NORTHEAST OF THE STATION, IN
 PZ0084'A CONCRETE POST.
 PZ0084'
 PZ0084'R.M. 4 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-133
 PZ0084'NO 4 1959 1962.  59.45 FEET SOUTHEAST OF THE STATION, IN A
 PZ0084'CONCRETE POST.
 PZ0084'
 PZ0084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2
 PZ0084'MILES SOUTH OF DUBOIS.
 PZ0084
 PZ0084                          STATION RECOVERY (1967)
 PZ0084
 PZ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0084'5.65 MI S FROM DUBOIS.
 PZ0084'5.65 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0084'AT DUBOIS, 48 1/2 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF
 PZ0084'THE HIGHWAY, 84 1/2 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD,
 PZ0084'50.7 FEET WEST OF A FENCE, 59.45 FEET NORTHWEST OF R.M. 4, 60.86 FEET
 PZ0084'SOUTHWEST OF R. M. 3, 5.9 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 PZ0084'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 PZ0084'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0085 ***********************************************************************
 PZ0085  DESIGNATION -  IDA 15 133 RM 3
 PZ0085  PID         -  PZ0085
 PZ0085  STATE/COUNTY-  ID/CLARK
 PZ0085  USGS QUAD   -  CAMAS (1964)
 PZ0085
 PZ0085                         *CURRENT SURVEY CONTROL
 PZ0085  ___________________________________________________________________
 PZ0085* NAD 83(1986)-  44 05 36.     (N)    112 14 08.     (W)     SCALED    
 PZ0085* NAVD 88     -      1503.932  (meters)    4934.15   (feet)  ADJUSTED  
 PZ0085  ___________________________________________________________________
 PZ0085  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 PZ0085  DYNAMIC HT  -        1503.198 (meters)    4931.74  (feet)  COMP
 PZ0085  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 PZ0085
 PZ0085  VERT ORDER  -  FIRST     CLASS II
 PZ0085
 PZ0085.The horizontal coordinates were scaled from a topographic map and have
 PZ0085.an estimated accuracy of +/- 6 seconds.
 PZ0085
 PZ0085.The orthometric height was determined by differential leveling
 PZ0085.and adjusted by the National Geodetic Survey in June 1991..
 PZ0085
 PZ0085.The geoid height was determined by GEOID03.
 PZ0085
 PZ0085.The dynamic height is computed by dividing the NAVD 88
 PZ0085.geopotential number by the normal gravity value computed on the
 PZ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0085.degrees latitude (g = 980.6199 gals.).
 PZ0085
 PZ0085.The modeled gravity was interpolated from observed gravity values.
 PZ0085
 PZ0085;                    North         East    Units  Estimated Accuracy
 PZ0085;SPC ID E     -   269,570.      194,480.      MT  (+/- 180 meters Scaled)
 PZ0085
 PZ0085                          SUPERSEDED SURVEY CONTROL
 PZ0085
 PZ0085  NGVD 29 (??/??/92) 1502.819  (m)         4930.50   (f) ADJ UNCH    1 2
 PZ0085
 PZ0085.Superseded values are not recommended for survey control.
 PZ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0085.See file dsdata.txt to determine how the superseded data were derived.
 PZ0085
 PZ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP010829(NAD 83)
 PZ0085_MARKER: DR = REFERENCE MARK DISK
 PZ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0085_STAMPING: IDA 15-133 NO 3 1959 1962
 PZ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0085+STABILITY: SURFACE MOTION
 PZ0085
 PZ0085  HISTORY     - Date     Condition        Report By
 PZ0085  HISTORY     - 1962     MONUMENTED       CGS
 PZ0085  HISTORY     - 1967     GOOD             NGS
 PZ0085
 PZ0085                          STATION DESCRIPTION
 PZ0085
 PZ0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0085'5.65 MI S FROM DUBOIS.
 PZ0085'5.65 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0085'AT DUBOIS, 97 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 PZ0085'HIGHWAY, 37 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD, 60.86
 PZ0085'FEET NORTHEAST OF THE STATION, 72.42 FEET NORTH OF R.M. 4, 2.6 FEET
 PZ0085'WEST OF A FENCE, 17 FEET SOUTHWEST OF A POWER POLE, ABOUT 2 1/2 FEET
 PZ0085'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PZ0085'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0083 ***********************************************************************
 PZ0083  DESIGNATION -  IDA 15 133 RM 4
 PZ0083  PID         -  PZ0083
 PZ0083  STATE/COUNTY-  ID/CLARK
 PZ0083  USGS QUAD   -  CAMAS (1964)
 PZ0083
 PZ0083                         *CURRENT SURVEY CONTROL
 PZ0083  ___________________________________________________________________
 PZ0083* NAD 83(1986)-  44 05 36.     (N)    112 14 09.     (W)     SCALED    
 PZ0083* NAVD 88     -      1503.535  (meters)    4932.85   (feet)  ADJUSTED  
 PZ0083  ___________________________________________________________________
 PZ0083  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 PZ0083  DYNAMIC HT  -        1502.801 (meters)    4930.44  (feet)  COMP
 PZ0083  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 PZ0083
 PZ0083  VERT ORDER  -  FIRST     CLASS II
 PZ0083
 PZ0083.The horizontal coordinates were scaled from a topographic map and have
 PZ0083.an estimated accuracy of +/- 6 seconds.
 PZ0083
 PZ0083.The orthometric height was determined by differential leveling
 PZ0083.and adjusted by the National Geodetic Survey in June 1991..
 PZ0083
 PZ0083.The geoid height was determined by GEOID03.
 PZ0083
 PZ0083.The dynamic height is computed by dividing the NAVD 88
 PZ0083.geopotential number by the normal gravity value computed on the
 PZ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0083.degrees latitude (g = 980.6199 gals.).
 PZ0083
 PZ0083.The modeled gravity was interpolated from observed gravity values.
 PZ0083
 PZ0083;                    North         East    Units  Estimated Accuracy
 PZ0083;SPC ID E     -   269,570.      194,460.      MT  (+/- 180 meters Scaled)
 PZ0083
 PZ0083                          SUPERSEDED SURVEY CONTROL
 PZ0083
 PZ0083  NGVD 29 (??/??/92) 1502.421  (m)         4929.19   (f) ADJ UNCH    1 2
 PZ0083
 PZ0083.Superseded values are not recommended for survey control.
 PZ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0083.See file dsdata.txt to determine how the superseded data were derived.
 PZ0083
 PZ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP010829(NAD 83)
 PZ0083_MARKER: DR = REFERENCE MARK DISK
 PZ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0083_STAMPING: IDA 15-133 NO 4 1959 1962
 PZ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0083+STABILITY: SURFACE MOTION
 PZ0083
 PZ0083  HISTORY     - Date     Condition        Report By
 PZ0083  HISTORY     - 1962     MONUMENTED       CGS
 PZ0083  HISTORY     - 1967     GOOD             NGS
 PZ0083
 PZ0083                          STATION DESCRIPTION
 PZ0083
 PZ0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0083'5.65 MI S FROM DUBOIS.
 PZ0083'5.65 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0083'AT DUBOIS, 96 1/2 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF
 PZ0083'THE HIGHWAY, 37 FEET WEST OF THE CENTER LINE OF THE ASPHALT ROAD,
 PZ0083'59.45 FEET SOUTHEAST OF THE STATION, 72.42 FEET SOUTH OF R.M. 3, 2.6
 PZ0083'FEET WEST OF A FENCE, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, AND SET
 PZ0083'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0090 ***********************************************************************
 PZ0090  DESIGNATION -  IDA 15 134
 PZ0090  PID         -  PZ0090
 PZ0090  STATE/COUNTY-  ID/CLARK
 PZ0090  USGS QUAD   -  CAMAS (1964)
 PZ0090
 PZ0090                         *CURRENT SURVEY CONTROL
 PZ0090  ___________________________________________________________________
 PZ0090* NAD 83(1992)-  44 06 56.62743(N)    112 14 08.30637(W)     ADJUSTED  
 PZ0090* NAVD 88     -      1520.458  (meters)    4988.37   (feet)  ADJUSTED  
 PZ0090  ___________________________________________________________________
 PZ0090  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 PZ0090  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 PZ0090  DYNAMIC HT  -        1519.714 (meters)    4985.93  (feet)  COMP
 PZ0090  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 PZ0090
 PZ0090  HORZ ORDER  -  SECOND
 PZ0090  VERT ORDER  -  FIRST     CLASS II
 PZ0090
 PZ0090.The horizontal coordinates were established by classical geodetic methods
 PZ0090.and adjusted by the National Geodetic Survey in July 1992..
 PZ0090
 PZ0090.The orthometric height was determined by differential leveling
 PZ0090.and adjusted by the National Geodetic Survey in June 1991..
 PZ0090
 PZ0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0090
 PZ0090.The geoid height was determined by GEOID03.
 PZ0090
 PZ0090.The dynamic height is computed by dividing the NAVD 88
 PZ0090.geopotential number by the normal gravity value computed on the
 PZ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0090.degrees latitude (g = 980.6199 gals.).
 PZ0090
 PZ0090.The modeled gravity was interpolated from observed gravity values.
 PZ0090
 PZ0090;                    North         East     Units Scale Factor Converg.
 PZ0090;SPC ID E     -   272,055.967   194,478.914   MT  0.99994774   -0 02 52.8
 PZ0090;UTM  12      - 4,885,469.051   401,126.126   MT  0.99972023   -0 51 36.8
 PZ0090
 PZ0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0090!SPC ID E     -   0.99976337  x   0.99994774  =   0.99971113
 PZ0090!UTM  12      -   0.99976337  x   0.99972023  =   0.99948367
 PZ0090
 PZ0090:                Primary Azimuth Mark                     Grid Az
 PZ0090:SPC ID E     -  DUBOIS MUNICIPAL TANK                    004 49 33.1
 PZ0090:UTM  12      -  DUBOIS MUNICIPAL TANK                    005 38 17.1
 PZ0090
 PZ0090|---------------------------------------------------------------------|
 PZ0090| PID    Reference Object                     Distance      Geod. Az  |
 PZ0090|                                                           dddmmss.s |
 PZ0090| PZ0670 DUBOIS MUNICIPAL TANK               APPROX. 6.9 KM 0044640.3 |
 PZ0090| PZ0088 IDA 15 134 RM 1                      14.331 METERS 15941     |
 PZ0090| PZ0086 X 89                                APPROX. 1.7 KM 1794624.2 |
 PZ0090| PZ0089 IDA 15 134 RM 2                      13.071 METERS 27606     |
 PZ0090|---------------------------------------------------------------------|
 PZ0090
 PZ0090                          SUPERSEDED SURVEY CONTROL
 PZ0090
 PZ0090  NAD 83(1986)-  44 06 56.62295(N)    112 14 08.29395(W) AD(       ) 2
 PZ0090  NAD 27      -  44 06 56.95340(N)    112 14 05.35010(W) AD(       ) 2
 PZ0090  NGVD 29 (??/??/92) 1519.338  (m)         4984.69   (f) ADJ UNCH    1 2
 PZ0090
 PZ0090.Superseded values are not recommended for survey control.
 PZ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0090.See file dsdata.txt to determine how the superseded data were derived.
 PZ0090
 PZ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0112685469(NAD 83)
 PZ0090_MARKER: DS = TRIANGULATION STATION DISK
 PZ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0090_STAMPING: IDA 15-134 1959
 PZ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0090+STABILITY: SURFACE MOTION
 PZ0090
 PZ0090  HISTORY     - Date     Condition        Report By
 PZ0090  HISTORY     - 1959     MONUMENTED       CGS
 PZ0090  HISTORY     - 1967     GOOD             CGS
 PZ0090  HISTORY     - 1967     GOOD             NGS
 PZ0090
 PZ0090                          STATION DESCRIPTION
 PZ0090
 PZ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0090'THE STATION IS 4.3 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE
 PZ0090'POST OFFICE AT DUBOIS, 46 FEET WEST FROM THE CENTER LINE OF U.S.
 PZ0090'HIGHWAY 91, 16 FEET WEST OF THE WEST RIGHT OF WAY FENCE LINE,
 PZ0090'5 FEET SOUTH OF AN EAST-WEST SECTION LINE FENCE LINE AND
 PZ0090'6.4 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 PZ0090'
 PZ0090'THE STATION, WITH UNDERGROUND MARK, IS A STANDARD DISK SET IN
 PZ0090'A SQUARE CONCRETE POST PROJECTING 3 INCHES AND STAMPED IDA
 PZ0090'15-134 1959.
 PZ0090'
 PZ0090'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 PZ0090'POST, FLUSH WITH THE SURROUNDING SURFACE, 30 FEET WEST OF
 PZ0090'THE CENTER LINE OF U.S. HIGHWAY 91 AND STAMPED IDA 15-134
 PZ0090'NO 1 1959.
 PZ0090'
 PZ0090'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 PZ0090'POST PROJECTING 3 INCHES AND STAMPED IDA 15-134 NO 2 1959.  IT
 PZ0090'IS ABOUT 89 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 91
 PZ0090'AND 1 FOOT NORTH OF THE EAST-WEST SECTION LINE FENCE.
 PZ0090'
 PZ0090'B M X 89, A STANDARD BENCH MARK DISK IS 1 MILE SOUTH OF THE
 PZ0090'STATION, 38 FEET WEST FROM THE CENTER LINE OF U.S. HIGHWAY 91,
 PZ0090'2 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND
 PZ0090'STAMPED X 89 1959.
 PZ0090'
 PZ0090'A 2-WHEEL DRIVE STATION.
 PZ0090
 PZ0090                          STATION RECOVERY (1967)
 PZ0090
 PZ0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0090'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PZ0090'CONDITION AND LEVELED OVER.
 PZ0090'
 PZ0090'TO REACH FROM THE DUBOIS OVERPASS AT DUBOIS, GO 4.15 MILES SOUTH
 PZ0090'ALONG INTERSTATE HIGHWAY 15.
 PZ0090'
 PZ0090'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0090'IDA 15-134 1959.  87 FEET EAST OF THE CENTER LINE OF THE EAST
 PZ0090'LANES OF THE HIGHWAY, 47 FEET WEST OF THE CENTER LINE OF AN
 PZ0090'ASPHALT ROAD, 12.6 FEET WEST OF A FENCE, 6.5 FEET WEST OF A
 PZ0090'WITNESS POST, IN CONCRETE POST.
 PZ0090'
 PZ0090'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-134
 PZ0090'NO 1 1959.  47.01 FEET SOUTH-SOUTHEAST OF THE STATION, 102-1/2
 PZ0090'FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY,
 PZ0090'71 FEET NORTH OF A POWER POLE, 30 FEET WEST OF THE CENTER
 PZ0090'LINE OF AN ASPHALT ROAD, IN CONCRETE POST.
 PZ0090'
 PZ0090'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-134 NO 2
 PZ0090'1959.  42.89 FEET WEST OF THE STATION, 44 FEET EAST OF THE
 PZ0090'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 90 FEET WEST OF THE
 PZ0090'CENTER LINE OF AN ASPHALT ROAD, ABOUT 2 FEET LOWER THAN THE
 PZ0090'HIGHWAY, AND IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 PZ0090'GROUND.
 PZ0090'
 PZ0090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILE
 PZ0090'SOUTH OF DUBOIS
 PZ0090
 PZ0090                          STATION RECOVERY (1967)
 PZ0090
 PZ0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0090'4.15 MI S FROM DUBOIS.
 PZ0090'4.15 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0090'AT DUBOIS, ACROSS THE HIGHWAY AND IN LINE WITH AN EAST-WEST FENCE, 87
 PZ0090'FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 47 FEET
 PZ0090'WEST OF THE CENTER LINE OF AN ASPHALT ROAD, 12.6 FEET WEST OF A FENCE,
 PZ0090'20.8 FEET SOUTHWEST OF A STATE HIGHWAY RIGHT-OF-WAY MARK, 47.01 FEET
 PZ0090'NORTH-NORTHWEST OF R.M. 1, 42.89 FEET EAST OF R.M. 2, 6.5 FEET WEST OF
 PZ0090'A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN
 PZ0090'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0088 ***********************************************************************
 PZ0088  DESIGNATION -  IDA 15 134 RM 1
 PZ0088  PID         -  PZ0088
 PZ0088  STATE/COUNTY-  ID/CLARK
 PZ0088  USGS QUAD   -  CAMAS (1964)
 PZ0088
 PZ0088                         *CURRENT SURVEY CONTROL
 PZ0088  ___________________________________________________________________
 PZ0088* NAD 83(1986)-  44 06 57.     (N)    112 14 08.     (W)     SCALED    
 PZ0088* NAVD 88     -      1520.380  (meters)    4988.11   (feet)  ADJUSTED  
 PZ0088  ___________________________________________________________________
 PZ0088  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 PZ0088  DYNAMIC HT  -        1519.636 (meters)    4985.67  (feet)  COMP
 PZ0088  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 PZ0088
 PZ0088  VERT ORDER  -  FIRST     CLASS II
 PZ0088
 PZ0088.The horizontal coordinates were scaled from a topographic map and have
 PZ0088.an estimated accuracy of +/- 6 seconds.
 PZ0088
 PZ0088.The orthometric height was determined by differential leveling
 PZ0088.and adjusted by the National Geodetic Survey in June 1991..
 PZ0088.WARNING-Repeat measurements at this control monument indicate possible
 PZ0088.vertical movement.
 PZ0088
 PZ0088.The geoid height was determined by GEOID03.
 PZ0088
 PZ0088.The dynamic height is computed by dividing the NAVD 88
 PZ0088.geopotential number by the normal gravity value computed on the
 PZ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0088.degrees latitude (g = 980.6199 gals.).
 PZ0088
 PZ0088.The modeled gravity was interpolated from observed gravity values.
 PZ0088
 PZ0088;                    North         East    Units  Estimated Accuracy
 PZ0088;SPC ID E     -   272,070.      194,490.      MT  (+/- 180 meters Scaled)
 PZ0088
 PZ0088                          SUPERSEDED SURVEY CONTROL
 PZ0088
 PZ0088  NGVD 29 (??/??/92) 1519.260  (m)         4984.44   (f) ADJ UNCH    1 2
 PZ0088
 PZ0088.Superseded values are not recommended for survey control.
 PZ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0088.See file dsdata.txt to determine how the superseded data were derived.
 PZ0088
 PZ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP011854(NAD 83)
 PZ0088_MARKER: DR = REFERENCE MARK DISK
 PZ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0088_STAMPING: IDA 15-134 NO 1 1959
 PZ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0088+STABILITY: SURFACE MOTION
 PZ0088
 PZ0088  HISTORY     - Date     Condition        Report By
 PZ0088  HISTORY     - 1959     MONUMENTED       CGS
 PZ0088  HISTORY     - 1967     GOOD             NGS
 PZ0088
 PZ0088                          STATION DESCRIPTION
 PZ0088
 PZ0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0088'4.15 MI S FROM DUBOIS.
 PZ0088'4.15 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0088'AT DUBOIS, 102 1/2 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF
 PZ0088'THE HIGHWAY, 47.01 FEET SOUTH-SOUTHEAST OF THE STATION, 76.55 FEET
 PZ0088'SOUTHEAST OF R.M. 2, 71 FEET NORTH OF A POWER POLE, 3.8 FEET EAST OF A
 PZ0088'FENCE, 30 FEET WEST OF THE CENTER LINE OF AN ASPHALT ROAD, ABOUT LEVEL
 PZ0088'WITH THE STATION, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PZ0088'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0089 ***********************************************************************
 PZ0089  DESIGNATION -  IDA 15 134 RM 2
 PZ0089  PID         -  PZ0089
 PZ0089  STATE/COUNTY-  ID/CLARK
 PZ0089  USGS QUAD   -  CAMAS (1964)
 PZ0089
 PZ0089                         *CURRENT SURVEY CONTROL
 PZ0089  ___________________________________________________________________
 PZ0089* NAD 83(1986)-  44 06 57.     (N)    112 14 08.     (W)     SCALED    
 PZ0089* NAVD 88     -      1520.510  (meters)    4988.54   (feet)  ADJUSTED  
 PZ0089  ___________________________________________________________________
 PZ0089  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 PZ0089  DYNAMIC HT  -        1519.766 (meters)    4986.10  (feet)  COMP
 PZ0089  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 PZ0089
 PZ0089  VERT ORDER  -  FIRST     CLASS II
 PZ0089
 PZ0089.The horizontal coordinates were scaled from a topographic map and have
 PZ0089.an estimated accuracy of +/- 6 seconds.
 PZ0089
 PZ0089.The orthometric height was determined by differential leveling
 PZ0089.and adjusted by the National Geodetic Survey in June 1991..
 PZ0089
 PZ0089.The geoid height was determined by GEOID03.
 PZ0089
 PZ0089.The dynamic height is computed by dividing the NAVD 88
 PZ0089.geopotential number by the normal gravity value computed on the
 PZ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0089.degrees latitude (g = 980.6199 gals.).
 PZ0089
 PZ0089.The modeled gravity was interpolated from observed gravity values.
 PZ0089
 PZ0089;                    North         East    Units  Estimated Accuracy
 PZ0089;SPC ID E     -   272,070.      194,490.      MT  (+/- 180 meters Scaled)
 PZ0089
 PZ0089                          SUPERSEDED SURVEY CONTROL
 PZ0089
 PZ0089  NGVD 29 (??/??/92) 1519.390  (m)         4984.87   (f) ADJ UNCH    1 2
 PZ0089
 PZ0089.Superseded values are not recommended for survey control.
 PZ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0089.See file dsdata.txt to determine how the superseded data were derived.
 PZ0089
 PZ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP011854(NAD 83)
 PZ0089_MARKER: DR = REFERENCE MARK DISK
 PZ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0089_STAMPING: IDA 15-134 NO 2 1959
 PZ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0089+STABILITY: SURFACE MOTION
 PZ0089
 PZ0089  HISTORY     - Date     Condition        Report By
 PZ0089  HISTORY     - 1959     MONUMENTED       CGS
 PZ0089  HISTORY     - 1967     GOOD             NGS
 PZ0089
 PZ0089                          STATION DESCRIPTION
 PZ0089
 PZ0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0089'4.15 MI S FROM DUBOIS.
 PZ0089'4.15 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0089'AT DUBOIS, 44 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 PZ0089'HIGHWAY, 42.89 FEET WEST OF THE STATION, 90 FEET WEST OF THE CENTER
 PZ0089'LINE OF AN ASPHALT ROAD, 55.5 FEET WEST OF THE EAST HIGHWAY
 PZ0089'RIGHT-OF-WAY FENCE, 76.55 FEET NORTHWEST OF R.M. 1, ABOUT 2 1/2 FEET
 PZ0089'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PZ0089'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0094 ***********************************************************************
 PZ0094  DESIGNATION -  IDA 15 135
 PZ0094  PID         -  PZ0094
 PZ0094  STATE/COUNTY-  ID/CLARK
 PZ0094  USGS QUAD   -  DUBOIS NW (1964)
 PZ0094
 PZ0094                         *CURRENT SURVEY CONTROL
 PZ0094  ___________________________________________________________________
 PZ0094* NAD 83(1992)-  44 08 46.04947(N)    112 14 22.65210(W)     ADJUSTED  
 PZ0094* NAVD 88     -      1550.484  (meters)    5086.88   (feet)  ADJUSTED  
 PZ0094  ___________________________________________________________________
 PZ0094  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 PZ0094  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 PZ0094  DYNAMIC HT  -        1549.724 (meters)    5084.39  (feet)  COMP
 PZ0094  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 PZ0094
 PZ0094  HORZ ORDER  -  SECOND
 PZ0094  VERT ORDER  -  FIRST     CLASS II
 PZ0094
 PZ0094.The horizontal coordinates were established by classical geodetic methods
 PZ0094.and adjusted by the National Geodetic Survey in July 1992..
 PZ0094
 PZ0094.The orthometric height was determined by differential leveling
 PZ0094.and adjusted by the National Geodetic Survey in June 1991..
 PZ0094
 PZ0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0094
 PZ0094.The geoid height was determined by GEOID03.
 PZ0094
 PZ0094.The dynamic height is computed by dividing the NAVD 88
 PZ0094.geopotential number by the normal gravity value computed on the
 PZ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0094.degrees latitude (g = 980.6199 gals.).
 PZ0094
 PZ0094.The modeled gravity was interpolated from observed gravity values.
 PZ0094
 PZ0094;                    North         East     Units Scale Factor Converg.
 PZ0094;SPC ID E     -   275,433.399   194,162.931   MT  0.99994779   -0 03 02.9
 PZ0094;UTM  12      - 4,888,849.856   400,858.125   MT  0.99972088   -0 51 48.4
 PZ0094
 PZ0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0094!SPC ID E     -   0.99975866  x   0.99994779  =   0.99970646
 PZ0094!UTM  12      -   0.99975866  x   0.99972088  =   0.99947960
 PZ0094
 PZ0094:                Primary Azimuth Mark                     Grid Az
 PZ0094:SPC ID E     -  IDA 15 135 AZ MK                         011 00 32.5
 PZ0094:UTM  12      -  IDA 15 135 AZ MK                         011 49 18.0
 PZ0094
 PZ0094|---------------------------------------------------------------------|
 PZ0094| PID    Reference Object                     Distance      Geod. Az  |
 PZ0094|                                                           dddmmss.s |
 PZ0094| PZ0097 IDA 15 135 AZ MK                                   0105729.6 |
 PZ0094| PZ0670 DUBOIS MUNICIPAL TANK               APPROX. 3.6 KM 0142320.0 |
 PZ0094| PZ0093 IDA 15 135 RM 1                      12.456 METERS 05316     |
 PZ0094| PZ0666 RNG DUBOIS DBS                      APPROX. 2.6 KM 1282425.4 |
 PZ0094| PZ0095 IDA 15 135 RM 2                       8.941 METERS 19930     |
 PZ0094|---------------------------------------------------------------------|
 PZ0094
 PZ0094                          SUPERSEDED SURVEY CONTROL
 PZ0094
 PZ0094  NAD 83(1986)-  44 08 46.04550(N)    112 14 22.64004(W) AD(       ) 2
 PZ0094  NAD 27      -  44 08 46.37510(N)    112 14 19.69170(W) AD(       ) 2
 PZ0094  NGVD 29 (??/??/92) 1549.364  (m)         5083.21   (f) ADJ UNCH    1 2
 PZ0094
 PZ0094.Superseded values are not recommended for survey control.
 PZ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0094.See file dsdata.txt to determine how the superseded data were derived.
 PZ0094
 PZ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0085888850(NAD 83)
 PZ0094_MARKER: DS = TRIANGULATION STATION DISK
 PZ0094_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0094_SP_SET: LAVA OUTCROP
 PZ0094_STAMPING: IDA 15-135 1959
 PZ0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0094+STABILITY: POSITION/ELEVATION WELL
 PZ0094
 PZ0094  HISTORY     - Date     Condition        Report By
 PZ0094  HISTORY     - 1959     MONUMENTED       CGS
 PZ0094  HISTORY     - 1967     GOOD             CGS
 PZ0094  HISTORY     - 1967     GOOD             NGS
 PZ0094
 PZ0094                          STATION DESCRIPTION
 PZ0094
 PZ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0094'THE STATION IS 2-1/2 MILES SOUTH AND 1/2 MILE WEST OF DUBOIS
 PZ0094'ON THE SUMMIT OF THE HIGHEST ONE OF A GROUP OF LOW LAVA KNOLLS.
 PZ0094'
 PZ0094'TO REACH THE STATION FROM THE POST OFFICE AT DUBOIS, PROCEED
 PZ0094'WEST ALONG U.S. HIGHWAY 91 FOR 0.35 MILE TO A SIDE ROAD LEFT,
 PZ0094'TURN LEFT, SOUTH, ALONG A GRAVELED ROAD FOR 0.45 MILE TO THE
 PZ0094'DUBOIS SUBSTATION (UTAH POWER AND LIGHT), CONTINUE SOUTH AROUND
 PZ0094'THE EAST SIDE OF THE SUBSTATION AND ALONG THE WEST SIDE OF THE
 PZ0094'POWER LINE AND SECTION LINE FENCE FOR 0.15 MILE TO A FORK, KEEP
 PZ0094'THE LEFT FORK, SOUTH, FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 PZ0094'LEFT, CONTINUE SOUTH, FOR 1.05 MILES TO THE SUMMIT OF A FLAT
 PZ0094'BENCH, JUST OPPOSITE A POINT WHERE THE POWER LINE MAKES A
 PZ0094'SLIGHT ANGLE TO THE SOUTHWEST, TURN SHARP RIGHT, NORTHWEST,
 PZ0094'ALONG THE FLAT CREST OF THE RIDGE FOR 0.25 MILE TO THE SUMMIT
 PZ0094'OF THE HIGHEST ONE OF A GROUP OF LAVA KNOLLS AND THE
 PZ0094'STATION SITE.
 PZ0094'
 PZ0094'THE STATION MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 PZ0094'FLUSH IN BEDROCK AND STAMPED IDA 15-135 1959.
 PZ0094'
 PZ0094'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 PZ0094'HOLE FLUSH IN BEDROCK ON THE NORTHEAST SLOPE OF THE HILL AND
 PZ0094'IS STAMPED IDA 15-135 NO 1 1959.
 PZ0094'
 PZ0094'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 PZ0094'HOLE IN A NATURALLY EMBEDDED BOULDER FLUSH WITH THE SURROUNDING
 PZ0094'SURFACE AND IS STAMPED IDA 15-135 NO 2 1959.
 PZ0094'
 PZ0094'THE AZIMUTH MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 PZ0094'IN BEDROCK AND STAMPED IDA 15-135 1959.  IT IS 113 FEET EAST OF
 PZ0094'THE CENTER LINE OF THE TRACK ROAD, 9 FEET WEST OF THE FENCE
 PZ0094'LINE AND POWER LINE AND 3 FEET SOUTHEAST OF A METAL WITNESS
 PZ0094'POST WITH SIGN ATTACHED.
 PZ0094'
 PZ0094'A 2-WHEEL DRIVE STATION.
 PZ0094
 PZ0094                          STATION RECOVERY (1967)
 PZ0094
 PZ0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0094'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH WERE RECOVERED
 PZ0094'IN GOOD CONDITION AND ALL LEVELED OVER.
 PZ0094'
 PZ0094'TO REACH FROM THE INTERSTATE HIGHWAY 15 OVERPASS AT DUBOIS, GO
 PZ0094'2.05 MILES SOUTH ALONG THE FREEWAY.
 PZ0094'
 PZ0094'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0094'IDA 15-135 1959.  ON THE SUMMIT OF THE HIGHEST ONE OF A GROUP OF
 PZ0094'LAVA KNOLLS, 438-1/2 FEET WEST OF THE CENTER LINE OF THE EAST
 PZ0094'LANES OF THE HIGHWAY, 239.6 FEET WEST OF THE RIGHT-OF-WAY
 PZ0094'FENCE, 5 FEET SOUTHEAST OF A LARGE CAIRN, 200.0 FEET WEST OF
 PZ0094'A WITNESS POST, IN THE TOP OF A LAVA OUTCROP.
 PZ0094'
 PZ0094'R.M. 1 IS A REFERENCE MARK DISK, STAMPED IDA 15-135 NO 1 1959.
 PZ0094'40.86 FEET NORTHEAST OF THE STATION, IN THE TOP OF A LAVA
 PZ0094'OUTCROP.
 PZ0094'
 PZ0094'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-135
 PZ0094'NO 2 1959.  29.33 FEET SOUTH-SOUTHWEST OF THE STATION, IN THE
 PZ0094'TOP OF A LAVA OUTCROP.
 PZ0094'
 PZ0094'THE AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED
 PZ0094'IDA 15-135 1959.  ABOUT 1-1/4 MILES SOUTH OF THE STATION, ON
 PZ0094'THE TOP OF A SMALL LAVA COVERED KNOLL, ALONG A POWER LINE,
 PZ0094'114-1/2 FEET EAST OF THE CENTER LINE OF A ROAD, 55-1/2 FEET
 PZ0094'SOUTH-SOUTHWEST OF A POWER POLE, 3.1 FEET SOUTHEAST OF A WITNESS
 PZ0094'POST, IN THE TOP OF A LAVA OUTCROP.
 PZ0094'
 PZ0094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 PZ0094'MILES SOUTH OF DUBOIS
 PZ0094
 PZ0094                          STATION RECOVERY (1967)
 PZ0094
 PZ0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0094'2.05 MI S FROM DUBOIS.
 PZ0094'2.05 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0094'AT DUBOIS, 0.25 MILE WEST OF BENCH MARK Y 373, ON THE SUMMIT OF THE
 PZ0094'HIGHEAST ONE OF A GROUP OF LAVA KNOLLS, 438 1/2 FEET WEST OF THE
 PZ0094'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 239.6 FEET WEST OF THE
 PZ0094'WEST RIGHT-OF-WAY FENCE OF THE HIGHWAY, 40.86 FEET SOUTHWEST OF R.M.
 PZ0094'1, 29.33 FEET NORTH-NORTHEAST OF R.M. 2, 5 FEET NORTHEAST OF A CAIRN,
 PZ0094'200.0 FEET WEST OF A WITNESS POST, IN THE TOP OF A LAVA OUTCROP WHICH
 PZ0094'PROJECTS ABOUT 0.1 FOOT ABOVE THE GROUND, AND ABOUT 15 FEET HIGHER
 PZ0094'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0097 ***********************************************************************
 PZ0097  DESIGNATION -  IDA 15 135 AZ MK
 PZ0097  PID         -  PZ0097
 PZ0097  STATE/COUNTY-  ID/CLARK
 PZ0097  USGS QUAD   -  DUBOIS NW (1964)
 PZ0097
 PZ0097                         *CURRENT SURVEY CONTROL
 PZ0097  ___________________________________________________________________
 PZ0097* NAD 83(1986)-  44 08 46.     (N)    112 14 23.     (W)     SCALED    
 PZ0097* NAVD 88     -      1558.682  (meters)    5113.78   (feet)  ADJUSTED  
 PZ0097  ___________________________________________________________________
 PZ0097  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 PZ0097  DYNAMIC HT  -        1557.916 (meters)    5111.26  (feet)  COMP
 PZ0097  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 PZ0097
 PZ0097  VERT ORDER  -  FIRST     CLASS II
 PZ0097
 PZ0097.The horizontal coordinates were scaled from a topographic map and have
 PZ0097.an estimated accuracy of +/- 6 seconds.
 PZ0097
 PZ0097.The orthometric height was determined by differential leveling
 PZ0097.and adjusted by the National Geodetic Survey in June 1991..
 PZ0097
 PZ0097.The geoid height was determined by GEOID03.
 PZ0097
 PZ0097.The dynamic height is computed by dividing the NAVD 88
 PZ0097.geopotential number by the normal gravity value computed on the
 PZ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0097.degrees latitude (g = 980.6199 gals.).
 PZ0097
 PZ0097.The modeled gravity was interpolated from observed gravity values.
 PZ0097
 PZ0097;                    North         East    Units  Estimated Accuracy
 PZ0097;SPC ID E     -   275,430.      194,160.      MT  (+/- 180 meters Scaled)
 PZ0097
 PZ0097                          SUPERSEDED SURVEY CONTROL
 PZ0097
 PZ0097  NGVD 29 (??/??/92) 1557.554  (m)         5110.08   (f) ADJ UNCH    1 2
 PZ0097
 PZ0097.Superseded values are not recommended for survey control.
 PZ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0097.See file dsdata.txt to determine how the superseded data were derived.
 PZ0097
 PZ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP008888(NAD 83)
 PZ0097_MARKER: DZ = AZIMUTH MARK DISK
 PZ0097_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0097_SP_SET: LAVA OUTCROP
 PZ0097_STAMPING: IDA 15-135 1959
 PZ0097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0097+STABILITY: POSITION/ELEVATION WELL
 PZ0097
 PZ0097  HISTORY     - Date     Condition        Report By
 PZ0097  HISTORY     - 1959     MONUMENTED       CGS
 PZ0097  HISTORY     - 1967     GOOD             NGS
 PZ0097
 PZ0097                          STATION DESCRIPTION
 PZ0097
 PZ0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0097'1.35 MI S FROM DUBOIS.
 PZ0097'0.25 MILE WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT DUBOIS,
 PZ0097'THENCE 1.1 MILES SOUTH ALONG A POWER LINE, ON THE TOP OF A SMALL LAVA
 PZ0097'COVERED KNOLL, IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 0.2
 PZ0097'FOOT ABOVE THE GROUND, 114 1/2 FEET EAST OF THE CENTER LINE OF THE
 PZ0097'ROAD, 55 1/2 FEET SOUTH-SOUTHWEST OF A POWER POLE, 8.8 FEET WEST OF A
 PZ0097'FENCE, 3.1 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 4 FEET HIGHER
 PZ0097'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0093 ***********************************************************************
 PZ0093  DESIGNATION -  IDA 15 135 RM 1
 PZ0093  PID         -  PZ0093
 PZ0093  STATE/COUNTY-  ID/CLARK
 PZ0093  USGS QUAD   -  DUBOIS NW (1964)
 PZ0093
 PZ0093                         *CURRENT SURVEY CONTROL
 PZ0093  ___________________________________________________________________
 PZ0093* NAD 83(1986)-  44 08 46.     (N)    112 14 22.     (W)     SCALED    
 PZ0093* NAVD 88     -      1549.889  (meters)    5084.93   (feet)  ADJUSTED  
 PZ0093  ___________________________________________________________________
 PZ0093  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 PZ0093  DYNAMIC HT  -        1549.128 (meters)    5082.43  (feet)  COMP
 PZ0093  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 PZ0093
 PZ0093  VERT ORDER  -  FIRST     CLASS II
 PZ0093
 PZ0093.The horizontal coordinates were scaled from a topographic map and have
 PZ0093.an estimated accuracy of +/- 6 seconds.
 PZ0093
 PZ0093.The orthometric height was determined by differential leveling
 PZ0093.and adjusted by the National Geodetic Survey in June 1991..
 PZ0093
 PZ0093.The geoid height was determined by GEOID03.
 PZ0093
 PZ0093.The dynamic height is computed by dividing the NAVD 88
 PZ0093.geopotential number by the normal gravity value computed on the
 PZ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0093.degrees latitude (g = 980.6199 gals.).
 PZ0093
 PZ0093.The modeled gravity was interpolated from observed gravity values.
 PZ0093
 PZ0093;                    North         East    Units  Estimated Accuracy
 PZ0093;SPC ID E     -   275,430.      194,180.      MT  (+/- 180 meters Scaled)
 PZ0093
 PZ0093                          SUPERSEDED SURVEY CONTROL
 PZ0093
 PZ0093  NGVD 29 (??/??/92) 1548.768  (m)         5081.25   (f) ADJ UNCH    1 2
 PZ0093
 PZ0093.Superseded values are not recommended for survey control.
 PZ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0093.See file dsdata.txt to determine how the superseded data were derived.
 PZ0093
 PZ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP008888(NAD 83)
 PZ0093_MARKER: DR = REFERENCE MARK DISK
 PZ0093_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0093_SP_SET: LAVA OUTCROP
 PZ0093_STAMPING: IDA 15-135 NO 1 1959
 PZ0093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0093+STABILITY: POSITION/ELEVATION WELL
 PZ0093
 PZ0093  HISTORY     - Date     Condition        Report By
 PZ0093  HISTORY     - 1959     MONUMENTED       CGS
 PZ0093  HISTORY     - 1967     GOOD             NGS
 PZ0093
 PZ0093                          STATION DESCRIPTION
 PZ0093
 PZ0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0093'2.05 MI S FROM DUBOIS.
 PZ0093'2.05 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0093'AT DUBOIS, IN THE TOP OF A LAVA OUTCROP ABOUT FLUSH WITH THE GROUND,
 PZ0093'40.86 FEET NORTHEAST OF THE STATION, 403 FEET WEST OF THE CENTER LINE
 PZ0093'OF THE EAST LANES OF THE HIGHWAY, 204.1 FEET WEST OF THE WEST
 PZ0093'RIGHT-OF-WAY FENCE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE
 PZ0093'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0095 ***********************************************************************
 PZ0095  DESIGNATION -  IDA 15 135 RM 2
 PZ0095  PID         -  PZ0095
 PZ0095  STATE/COUNTY-  ID/CLARK
 PZ0095  USGS QUAD   -  DUBOIS NW (1964)
 PZ0095
 PZ0095                         *CURRENT SURVEY CONTROL
 PZ0095  ___________________________________________________________________
 PZ0095* NAD 83(1986)-  44 08 46.     (N)    112 14 22.     (W)     SCALED    
 PZ0095* NAVD 88     -      1550.341  (meters)    5086.41   (feet)  ADJUSTED  
 PZ0095  ___________________________________________________________________
 PZ0095  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 PZ0095  DYNAMIC HT  -        1549.581 (meters)    5083.92  (feet)  COMP
 PZ0095  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 PZ0095
 PZ0095  VERT ORDER  -  FIRST     CLASS II
 PZ0095
 PZ0095.The horizontal coordinates were scaled from a topographic map and have
 PZ0095.an estimated accuracy of +/- 6 seconds.
 PZ0095
 PZ0095.The orthometric height was determined by differential leveling
 PZ0095.and adjusted by the National Geodetic Survey in June 1991..
 PZ0095
 PZ0095.The geoid height was determined by GEOID03.
 PZ0095
 PZ0095.The dynamic height is computed by dividing the NAVD 88
 PZ0095.geopotential number by the normal gravity value computed on the
 PZ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0095.degrees latitude (g = 980.6199 gals.).
 PZ0095
 PZ0095.The modeled gravity was interpolated from observed gravity values.
 PZ0095
 PZ0095;                    North         East    Units  Estimated Accuracy
 PZ0095;SPC ID E     -   275,430.      194,180.      MT  (+/- 180 meters Scaled)
 PZ0095
 PZ0095                          SUPERSEDED SURVEY CONTROL
 PZ0095
 PZ0095  NGVD 29 (??/??/92) 1549.221  (m)         5082.74   (f) ADJ UNCH    1 2
 PZ0095
 PZ0095.Superseded values are not recommended for survey control.
 PZ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0095.See file dsdata.txt to determine how the superseded data were derived.
 PZ0095
 PZ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP008888(NAD 83)
 PZ0095_MARKER: DR = REFERENCE MARK DISK
 PZ0095_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0095_SP_SET: LAVA OUTCROP
 PZ0095_STAMPING: IDA 15-135 NO 2 1959
 PZ0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0095+STABILITY: POSITION/ELEVATION WELL
 PZ0095
 PZ0095  HISTORY     - Date     Condition        Report By
 PZ0095  HISTORY     - 1959     MONUMENTED       CGS
 PZ0095  HISTORY     - 1967     GOOD             NGS
 PZ0095
 PZ0095                          STATION DESCRIPTION
 PZ0095
 PZ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0095'2.05 MI S FROM DUBOIS.
 PZ0095'2.05 MILES SOUTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0095'AT DUBOIS, IN THE TOP OF A LAVA OUTCROP PROJECTING ABOUT 0.2 FOOT
 PZ0095'ABOVE THE GROUND, 29.33 FEET SOUTH-SOUTHWEST OF THE STATION, 450 FEET
 PZ0095'WEST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 251.6 FEET
 PZ0095'WEST OF THE WEST RIGHT-OF-WAY FENCE OF THE HIGHWAY, AND ABOUT LEVEL
 PZ0095'WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0104 ***********************************************************************
 PZ0104  DESIGNATION -  IDA 15 136
 PZ0104  PID         -  PZ0104
 PZ0104  STATE/COUNTY-  ID/CLARK
 PZ0104  USGS QUAD   -  DUBOIS NW (1964)
 PZ0104
 PZ0104                         *CURRENT SURVEY CONTROL
 PZ0104  ___________________________________________________________________
 PZ0104* NAD 83(1992)-  44 10 53.78386(N)    112 14 20.75422(W)     ADJUSTED  
 PZ0104* NAVD 88     -      1581.656  (meters)    5189.15   (feet)  ADJUSTED  
 PZ0104  ___________________________________________________________________
 PZ0104  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 PZ0104  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 PZ0104  DYNAMIC HT  -        1580.876 (meters)    5186.59  (feet)  COMP
 PZ0104  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 PZ0104
 PZ0104  HORZ ORDER  -  SECOND
 PZ0104  VERT ORDER  -  FIRST     CLASS II
 PZ0104
 PZ0104.The horizontal coordinates were established by classical geodetic methods
 PZ0104.and adjusted by the National Geodetic Survey in July 1992..
 PZ0104
 PZ0104.The orthometric height was determined by differential leveling
 PZ0104.and adjusted by the National Geodetic Survey in June 1991..
 PZ0104
 PZ0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0104
 PZ0104.The geoid height was determined by GEOID03.
 PZ0104
 PZ0104.The dynamic height is computed by dividing the NAVD 88
 PZ0104.geopotential number by the normal gravity value computed on the
 PZ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0104.degrees latitude (g = 980.6199 gals.).
 PZ0104
 PZ0104.The modeled gravity was interpolated from observed gravity values.
 PZ0104
 PZ0104;                    North         East     Units Scale Factor Converg.
 PZ0104;SPC ID E     -   279,375.728   194,208.581   MT  0.99994778   -0 03 01.7
 PZ0104;UTM  12      - 4,892,790.246   400,959.678   MT  0.99972064   -0 51 49.1
 PZ0104
 PZ0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0104!SPC ID E     -   0.99975376  x   0.99994778  =   0.99970155
 PZ0104!UTM  12      -   0.99975376  x   0.99972064  =   0.99947446
 PZ0104
 PZ0104|---------------------------------------------------------------------|
 PZ0104| PID    Reference Object                     Distance      Geod. Az  |
 PZ0104|                                                           dddmmss.s |
 PZ0104| PZ0105 IDA 15 136 RM 1                      14.971 METERS 08051     |
 PZ0104| PZ0670 DUBOIS MUNICIPAL TANK               APPROX. 1.0 KM 1185216.7 |
 PZ0104| PZ0106 IDA 15 136 RM 2                      13.663 METERS 17514     |
 PZ0104| PZ0668 IDA 15 136 A                        APPROX. 0.9 KM 2321339.9 |
 PZ0104|---------------------------------------------------------------------|
 PZ0104
 PZ0104                          SUPERSEDED SURVEY CONTROL
 PZ0104
 PZ0104  NAD 83(1986)-  44 10 53.78056(N)    112 14 20.74248(W) AD(       ) 2
 PZ0104  NAD 27      -  44 10 54.10670(N)    112 14 17.79020(W) AD(       ) 2
 PZ0104  NGVD 29 (??/??/92) 1580.525  (m)         5185.44   (f) ADJ UNCH    1 2
 PZ0104
 PZ0104.Superseded values are not recommended for survey control.
 PZ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0104.See file dsdata.txt to determine how the superseded data were derived.
 PZ0104
 PZ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0096092790(NAD 83)
 PZ0104_MARKER: DS = TRIANGULATION STATION DISK
 PZ0104_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0104_SP_SET: LAVA OUTCROP
 PZ0104_STAMPING: IDA 15-136 1959
 PZ0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0104+STABILITY: POSITION/ELEVATION WELL
 PZ0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0104+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 PZ0104
 PZ0104  HISTORY     - Date     Condition        Report By
 PZ0104  HISTORY     - 1959     MONUMENTED       CGS
 PZ0104  HISTORY     - 1967     GOOD             CGS
 PZ0104  HISTORY     - 1967     GOOD             NGS
 PZ0104  HISTORY     - 19990601 GOOD             IDTD
 PZ0104
 PZ0104                          STATION DESCRIPTION
 PZ0104
 PZ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0104'THE STATION IS 0.35 MILE WEST-NORTHWEST OF DUBOIS, 0.3 MILE
 PZ0104'NORTH OF U.S. HIGHWAY 91, 0.15 MILE NORTHEAST OF THE DUBOIS GARBAGE
 PZ0104'DUMP AND ON THE SOUTH EDGE OF A LOW RISE OF GROUND 9 FEET
 PZ0104'SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 PZ0104'
 PZ0104'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS, FOLLOW
 PZ0104'WEST ALONG U.S. HIGHWAY 91 FOR 0.15 MILE TO A STREET CROSSING,
 PZ0104'TURN RIGHT ONTO A PAVED AND GRAVELED ROAD, NORTH, FOR 0.4 MILE TO
 PZ0104'A WIRE GATE ON THE LEFT, TURN LEFT, NORTHWEST, THROUGH THE GATE
 PZ0104'AND FOLLOW A TRACK ROAD FOR 0.05 MILE TO A TRACK ROAD JUST BEFORE
 PZ0104'CROSSING A SMALL DITCH, TURN LEFT ALONG THE SOUTH SIDE OF THE
 PZ0104'DITCH FOR 0.15 MILE TO A POWER LINE, CONTINUE WEST AND
 PZ0104'SOUTHWEST ON DIM TRACK ROAD FOR 0.2 MILE TO THE SUMMIT OF THE
 PZ0104'HIGH GROUND AND THE STATION SITE 9 FEET SOUTH-SOUTHWEST OF
 PZ0104'METAL WITNESS POST WITH SIGN ATTACHED.
 PZ0104'
 PZ0104'THE STATION MARK STAMPED IDA 15-136 1959, IS A STANDARD DISK
 PZ0104'SET IN CEMENT IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 PZ0104'SURROUNDING AREA.
 PZ0104'
 PZ0104'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 PZ0104'IN OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES.  IT IS STAMPED
 PZ0104'IDA 15-136 NO 1 1959.
 PZ0104'
 PZ0104'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 PZ0104'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURROUNDING AREA.
 PZ0104'IT IS STAMPED IDA 15-136 NO 2 1959.
 PZ0104'
 PZ0104'BENCH MARK J 39 1929 IS A STANDARD BRONZE CAP OF THE USGS, RIVETED
 PZ0104'TO THE TOP OF A 4-INCH IRON PIPE PROJECTING 18 INCHES.  IT IS
 PZ0104'STAMPED J 39 1929 RESET 1945 AND IS 0.4 MILE WEST ALONG U.S.
 PZ0104'HIGHWAY 91 FROM THE POST OFFICE AT DUBOIS AND 70.6 FEET SOUTH
 PZ0104'OF THE CENTER LINE OF THE HIGHWAY.
 PZ0104'
 PZ0104'A 2-WHEEL DRIVE STATION.
 PZ0104
 PZ0104                          STATION RECOVERY (1967)
 PZ0104
 PZ0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0104'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PZ0104'CONDITION AND ALL LEVELED OVER.
 PZ0104'
 PZ0104'TO REACH FROM THE DUBOIS OVERPASS AT DUBOIS, GO 0.35 MILE NORTH
 PZ0104'ALONG INTERSTATE HIGHWAY 15.
 PZ0104'
 PZ0104'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0104'IDA 15-136 1959.  ON THE TOP OF A FLAT OUTCROP COVERED KNOLL, 256
 PZ0104'FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY,
 PZ0104'156.7 FEET EAST OF A FENCE, 8.9 FEET SOUTHWEST OF A WITNESS POST,
 PZ0104'IN A LAVA OUTCROP.
 PZ0104'
 PZ0104'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-136 NO
 PZ0104'1 1959.  49.11 FEET EAST OF THE STATION, 305 FEET EAST OF THE
 PZ0104'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 45.0 FEET
 PZ0104'EAST-SOUTHEAST OF A WITNESS POST, IN THE TOP OF A LAVA OUTCROP,
 PZ0104'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PZ0104'
 PZ0104'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-136
 PZ0104'NO 2 1959.  44.82 FEET SOUTH-SOUTHWEST OF THE STATION, 255 FEET
 PZ0104'EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, IN THE
 PZ0104'TOP OF A SMALL LAVA OUTCROP WHICH IS ABOUT FLUSH WITH THE
 PZ0104'SURFACE OF THE GROUND.
 PZ0104'
 PZ0104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.35
 PZ0104'MILE NORTH OF DUBOIS
 PZ0104
 PZ0104                          STATION RECOVERY (1967)
 PZ0104
 PZ0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0104'0.35 MI N FROM DUBOIS.
 PZ0104'0.35 MILE NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0104'AT DUBOIS, ON THE TOP OF A FLAT OUTCROP COVERED HILL, IN THE TOP OF A
 PZ0104'LAVA OUTCROP ABOUT FLUSH WITH THE GROUND, 256 FEET EAST OF THE CENTER
 PZ0104'LINE OF THE EAST LANES OF THE HIGHWAY, 156.7 FEET EAST OF A FENCE,
 PZ0104'44.82 FEET NORTH-NORTHEAST OF R.M. 2, 49.11 FEET WEST OF R.M. 1, 8.9
 PZ0104'FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 6 FEET HIGHER THAN THE
 PZ0104'HIGHWAY.
 PZ0104
 PZ0104                          STATION RECOVERY (1999)
 PZ0104
 PZ0104'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0668 ***********************************************************************
 PZ0668  DESIGNATION -  IDA 15 136 A
 PZ0668  PID         -  PZ0668
 PZ0668  STATE/COUNTY-  ID/CLARK
 PZ0668  USGS QUAD   -  DUBOIS NW (1964)
 PZ0668
 PZ0668                         *CURRENT SURVEY CONTROL
 PZ0668  ___________________________________________________________________
 PZ0668* NAD 83(1992)-  44 10 35.46970(N)    112 14 53.59150(W)     ADJUSTED  
 PZ0668* NAVD 88     -      1578.     (meters)    5177.     (feet)  SCALED    
 PZ0668  ___________________________________________________________________
 PZ0668  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 PZ0668  GEOID HEIGHT-         -10.87  (meters)                     GEOID03
 PZ0668
 PZ0668  HORZ ORDER  -  THIRD
 PZ0668
 PZ0668.The horizontal coordinates were established by classical geodetic methods
 PZ0668.and adjusted by the National Geodetic Survey in July 1992..
 PZ0668
 PZ0668.The orthometric height was scaled from a topographic map.
 PZ0668
 PZ0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0668
 PZ0668.The geoid height was determined by GEOID03.
 PZ0668
 PZ0668;                    North         East     Units Scale Factor Converg.
 PZ0668;SPC ID E     -   278,811.165   193,478.696   MT  0.99994789   -0 03 24.6
 PZ0668;UTM  12      - 4,892,236.223   400,222.022   MT  0.99972244   -0 52 11.7
 PZ0668
 PZ0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0668!SPC ID E     -   0.99975431  x   0.99994789  =   0.99970221
 PZ0668!UTM  12      -   0.99975431  x   0.99972244  =   0.99947682
 PZ0668
 PZ0668                          SUPERSEDED SURVEY CONTROL
 PZ0668
 PZ0668  NAD 83(1986)-  44 10 35.46625(N)    112 14 53.57990(W) AD(       ) 3
 PZ0668  NAD 27      -  44 10 35.79300(N)    112 14 50.62600(W) AD(       ) 3
 PZ0668
 PZ0668.Superseded values are not recommended for survey control.
 PZ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0668.See file dsdata.txt to determine how the superseded data were derived.
 PZ0668
 PZ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0022292236(NAD 83)
 PZ0668_MARKER: DD = SURVEY DISK
 PZ0668_SETTING: 0 = UNSPECIFIED SETTING
 PZ0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0668
 PZ0668  HISTORY     - Date     Condition        Report By
 PZ0668  HISTORY     - 1959     MONUMENTED       IDDT
 PZ0668
 PZ0668                          STATION DESCRIPTION
 PZ0668
 PZ0668'DESCRIBED BY ID DEPT OF TRANSP 1959 (WWH)
 PZ0668'A BRONZE DISK OF THE IDAHO DEPARTMENT OF HIGHWAYS SET IN THE TOP
 PZ0668'OF A CONCRETE POST PROJECTING 5-INCHES ABOVE THE GROUND, 0.9
 PZ0668'MILE WEST ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE IN DUBOIS,
 PZ0668'ABOUT 48 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 91, 48
 PZ0668'FEET NORTH OF STATE ROUTE 22, 2 FEET EAST FROM A TRIANGULAR
 PZ0668'CONCRETE POST PROJECTING 3-1/2 FEET ABOVE GROUND ON WHICH IS
 PZ0668'PAINTED A LEDGEND IN BLACK LETTERS S-6840 - AND AN ARROW.  A 10
 PZ0668'FOOT RANGE POLE WAS CENTED OVER THE DISK FOR THE TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0105 ***********************************************************************
 PZ0105  DESIGNATION -  IDA 15 136 RM 1
 PZ0105  PID         -  PZ0105
 PZ0105  STATE/COUNTY-  ID/CLARK
 PZ0105  USGS QUAD   -  DUBOIS NW (1964)
 PZ0105
 PZ0105                         *CURRENT SURVEY CONTROL
 PZ0105  ___________________________________________________________________
 PZ0105* NAD 83(1986)-  44 10 54.     (N)    112 14 21.     (W)     SCALED    
 PZ0105* NAVD 88     -      1581.583  (meters)    5188.91   (feet)  ADJUSTED  
 PZ0105  ___________________________________________________________________
 PZ0105  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 PZ0105  DYNAMIC HT  -        1580.803 (meters)    5186.35  (feet)  COMP
 PZ0105  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 PZ0105
 PZ0105  VERT ORDER  -  FIRST     CLASS II
 PZ0105
 PZ0105.The horizontal coordinates were scaled from a topographic map and have
 PZ0105.an estimated accuracy of +/- 6 seconds.
 PZ0105
 PZ0105.The orthometric height was determined by differential leveling
 PZ0105.and adjusted by the National Geodetic Survey in June 1991..
 PZ0105.WARNING-Repeat measurements at this control monument indicate possible
 PZ0105.vertical movement.
 PZ0105
 PZ0105.The geoid height was determined by GEOID03.
 PZ0105
 PZ0105.The dynamic height is computed by dividing the NAVD 88
 PZ0105.geopotential number by the normal gravity value computed on the
 PZ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0105.degrees latitude (g = 980.6199 gals.).
 PZ0105
 PZ0105.The modeled gravity was interpolated from observed gravity values.
 PZ0105
 PZ0105;                    North         East    Units  Estimated Accuracy
 PZ0105;SPC ID E     -   279,380.      194,200.      MT  (+/- 180 meters Scaled)
 PZ0105
 PZ0105                          SUPERSEDED SURVEY CONTROL
 PZ0105
 PZ0105  NGVD 29 (??/??/92) 1580.452  (m)         5185.20   (f) ADJ UNCH    1 2
 PZ0105
 PZ0105.Superseded values are not recommended for survey control.
 PZ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0105.See file dsdata.txt to determine how the superseded data were derived.
 PZ0105
 PZ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP009927(NAD 83)
 PZ0105_MARKER: DR = REFERENCE MARK DISK
 PZ0105_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0105_SP_SET: LAVA OUTCROP
 PZ0105_STAMPING: IDA 15-136 NO 1 1959
 PZ0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0105+STABILITY: POSITION/ELEVATION WELL
 PZ0105
 PZ0105  HISTORY     - Date     Condition        Report By
 PZ0105  HISTORY     - 1959     MONUMENTED       CGS
 PZ0105  HISTORY     - 1967     GOOD             NGS
 PZ0105
 PZ0105                          STATION DESCRIPTION
 PZ0105
 PZ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0105'0.35 MI N FROM DUBOIS.
 PZ0105'0.35 MILE NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0105'AT DUBOIS, IN THE TOP OF A LAVA OUTCROP PROJECTING ABOUT 1/2 FOOT
 PZ0105'ABOVE THE GROUND, 305 FEET EAST OF THE CENTER LINE OF THE EAST LANES
 PZ0105'OF THE HIGHWAY, 205.8 FEET EAST OF A FENCE, 49.11 FEET EAST OF THE
 PZ0105'STATION, 69.00 FEET NORTHEAST OF R.M. 2, 45.0 FEET EAST-SOUTHEAST OF A
 PZ0105'WITNESS POST, AND ABOUT LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0106 ***********************************************************************
 PZ0106  DESIGNATION -  IDA 15 136 RM 2
 PZ0106  PID         -  PZ0106
 PZ0106  STATE/COUNTY-  ID/CLARK
 PZ0106  USGS QUAD   -  DUBOIS NW (1964)
 PZ0106
 PZ0106                         *CURRENT SURVEY CONTROL
 PZ0106  ___________________________________________________________________
 PZ0106* NAD 83(1986)-  44 10 54.     (N)    112 14 21.     (W)     SCALED    
 PZ0106* NAVD 88     -      1581.025  (meters)    5187.08   (feet)  ADJUSTED  
 PZ0106  ___________________________________________________________________
 PZ0106  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 PZ0106  DYNAMIC HT  -        1580.246 (meters)    5184.52  (feet)  COMP
 PZ0106  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 PZ0106
 PZ0106  VERT ORDER  -  FIRST     CLASS II
 PZ0106
 PZ0106.The horizontal coordinates were scaled from a topographic map and have
 PZ0106.an estimated accuracy of +/- 6 seconds.
 PZ0106
 PZ0106.The orthometric height was determined by differential leveling
 PZ0106.and adjusted by the National Geodetic Survey in June 1991..
 PZ0106
 PZ0106.The geoid height was determined by GEOID03.
 PZ0106
 PZ0106.The dynamic height is computed by dividing the NAVD 88
 PZ0106.geopotential number by the normal gravity value computed on the
 PZ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0106.degrees latitude (g = 980.6199 gals.).
 PZ0106
 PZ0106.The modeled gravity was interpolated from observed gravity values.
 PZ0106
 PZ0106;                    North         East    Units  Estimated Accuracy
 PZ0106;SPC ID E     -   279,380.      194,200.      MT  (+/- 180 meters Scaled)
 PZ0106
 PZ0106                          SUPERSEDED SURVEY CONTROL
 PZ0106
 PZ0106  NGVD 29 (??/??/92) 1579.894  (m)         5183.37   (f) ADJ UNCH    1 2
 PZ0106
 PZ0106.Superseded values are not recommended for survey control.
 PZ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0106.See file dsdata.txt to determine how the superseded data were derived.
 PZ0106
 PZ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP009927(NAD 83)
 PZ0106_MARKER: DR = REFERENCE MARK DISK
 PZ0106_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0106_SP_SET: LAVA OUTCROP
 PZ0106_STAMPING: IDA 15-136 NO 2 1959
 PZ0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0106+STABILITY: POSITION/ELEVATION WELL
 PZ0106
 PZ0106  HISTORY     - Date     Condition        Report By
 PZ0106  HISTORY     - 1959     MONUMENTED       CGS
 PZ0106  HISTORY     - 1967     GOOD             NGS
 PZ0106
 PZ0106                          STATION DESCRIPTION
 PZ0106
 PZ0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0106'0.35 MI N FROM DUBOIS.
 PZ0106'0.35 MILE NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0106'AT DUBOIS, IN THE TOP OF A SMALL LAVA OUTCROP WHICH IS ABOUT LEVEL
 PZ0106'WITH THE GROUND, 255 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF
 PZ0106'THE HIGHWAY, 155.7 FEET EAST OF A FENCE, 44.82 FEET SOUTH-SOUTHWEST OF
 PZ0106'THE STATION, 69.00 FEET SOUTHWEST OF R.M. 1, AND ABOUT LEVEL WITH THE
 PZ0106'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0109 ***********************************************************************
 PZ0109  DESIGNATION -  IDA 15 137
 PZ0109  PID         -  PZ0109
 PZ0109  STATE/COUNTY-  ID/CLARK
 PZ0109  USGS QUAD   -  DUBOIS NW (1964)
 PZ0109
 PZ0109                         *CURRENT SURVEY CONTROL
 PZ0109  ___________________________________________________________________
 PZ0109* NAD 83(1992)-  44 12 49.70123(N)    112 14 04.91565(W)     ADJUSTED  
 PZ0109* NAVD 88     -      1612.381  (meters)    5289.95   (feet)  ADJUSTED  
 PZ0109  ___________________________________________________________________
 PZ0109  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 PZ0109  GEOID HEIGHT-         -10.74  (meters)                     GEOID03
 PZ0109  DYNAMIC HT  -        1611.581 (meters)    5287.33  (feet)  COMP
 PZ0109  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 PZ0109
 PZ0109  HORZ ORDER  -  SECOND
 PZ0109  VERT ORDER  -  FIRST     CLASS II
 PZ0109
 PZ0109.The horizontal coordinates were established by classical geodetic methods
 PZ0109.and adjusted by the National Geodetic Survey in July 1992..
 PZ0109
 PZ0109.The orthometric height was determined by differential leveling
 PZ0109.and adjusted by the National Geodetic Survey in June 1991..
 PZ0109
 PZ0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0109
 PZ0109.The geoid height was determined by GEOID03.
 PZ0109
 PZ0109.The dynamic height is computed by dividing the NAVD 88
 PZ0109.geopotential number by the normal gravity value computed on the
 PZ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0109.degrees latitude (g = 980.6199 gals.).
 PZ0109
 PZ0109.The modeled gravity was interpolated from observed gravity values.
 PZ0109
 PZ0109;                    North         East     Units Scale Factor Converg.
 PZ0109;SPC ID E     -   282,953.096   194,563.322   MT  0.99994773   -0 02 50.8
 PZ0109;UTM  12      - 4,896,361.405   401,365.075   MT  0.99971965   -0 51 39.9
 PZ0109
 PZ0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0109!SPC ID E     -   0.99974892  x   0.99994773  =   0.99969667
 PZ0109!UTM  12      -   0.99974892  x   0.99971965  =   0.99946864
 PZ0109
 PZ0109|---------------------------------------------------------------------|
 PZ0109| PID    Reference Object                     Distance      Geod. Az  |
 PZ0109|                                                           dddmmss.s |
 PZ0109| PZ0111 IDA 15 137 RM 2                      10.744 METERS 00544     |
 PZ0109| PZ0670 DUBOIS MUNICIPAL TANK               APPROX. 4.1 KM 1725931.6 |
 PZ0109| PZ0110 IDA 15 137 RM 1                       8.778 METERS 30619     |
 PZ0109| PZ0112 IDA 15 137 AZ MK                                   3481043.9 |
 PZ0109|---------------------------------------------------------------------|
 PZ0109
 PZ0109                          SUPERSEDED SURVEY CONTROL
 PZ0109
 PZ0109  NAD 83(1986)-  44 12 49.69858(N)    112 14 04.90414(W) AD(       ) 2
 PZ0109  NAD 27      -  44 12 50.02240(N)    112 14 01.94920(W) AD(       ) 2
 PZ0109  NGVD 29 (??/??/92) 1611.242  (m)         5286.22   (f) ADJ UNCH    1 2
 PZ0109
 PZ0109.Superseded values are not recommended for survey control.
 PZ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0109.See file dsdata.txt to determine how the superseded data were derived.
 PZ0109
 PZ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0136596361(NAD 83)
 PZ0109_MARKER: DS = TRIANGULATION STATION DISK
 PZ0109_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0109_SP_SET: LAVA OUTCROP
 PZ0109_STAMPING: IDA 15-137 1959
 PZ0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0109+STABILITY: POSITION/ELEVATION WELL
 PZ0109
 PZ0109  HISTORY     - Date     Condition        Report By
 PZ0109  HISTORY     - 1959     MONUMENTED       CGS
 PZ0109  HISTORY     - 1967     GOOD             CGS
 PZ0109  HISTORY     - 1967     GOOD             NGS
 PZ0109  HISTORY     - 1977     GOOD             NGS
 PZ0109  HISTORY     - 1977     GOOD             NGS
 PZ0109  HISTORY     - 19990601 MARK NOT FOUND   IDTD
 PZ0109
 PZ0109                          STATION DESCRIPTION
 PZ0109
 PZ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0109'THE STATION IS ON THE SOUTHWEST END OF THE SUMMIT OF A LOW
 PZ0109'ROCK AND BRUSH COVERED RIDGE, ABOUT 2-3/4 MILES NORTH OF
 PZ0109'DUBOIS, 1.0 MILE EAST OF U.S. HIGHWAY 91 AND 0.25 MILE SOUTH
 PZ0109'OF AN EAST-WEST FENCE.
 PZ0109'
 PZ0109'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS, DRIVE
 PZ0109'WEST AND NORTHERLY ON U.S. HIGHWAY 91 FOR 3.85 MILES TO A POLE
 PZ0109'GATE AND SIDE ROAD ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 PZ0109'THE GATE AND DRIVE EAST ON THE TRACK ROAD ALONG THE NORTH SIDE
 PZ0109'OF AN EAST-WEST FENCE FOR 0.8 MILE TO A GATE ON THE RIGHT.  PASS
 PZ0109'THROUGH THE GATE, TURN SHARP LEFT AND DRIVE EAST ALONG THE SOUTH
 PZ0109'SIDE OF THE FENCE FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 PZ0109'LEFT.  TURN RIGHT AND DRIVE SOUTH FOR 0.25 MILE TO THE SUMMIT
 PZ0109'OF A LOW RIDGE AND THE STATION.
 PZ0109'
 PZ0109'THE STATION MARK, STAMPED IDA 15-137 1959, IS A STANDARD DISK
 PZ0109'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 2
 PZ0109'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 8 FEET
 PZ0109'WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 PZ0109'
 PZ0109'REFERENCE MARK 1, STAMPED IDA 15-137 NO 1 1959, IS A STANDARD
 PZ0109'DISK CEMENTED IN A DRILL HOLE IN BED ROCK WHICH IS FLUSH WITH
 PZ0109'THE SURFACE OF THE GROUND.  IT IS ON THE NORTH SLOPE OF THE
 PZ0109'RIDGE, ABOUT 30 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 PZ0109'
 PZ0109'REFERENCE MARK 2, STAMPED IDA 15-137 NO 2 1959, IS A STANDARD
 PZ0109'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 PZ0109'SURFACE OF THE GROUND.  IT IS ON THE NORTH SLOPE OF THE RIDGE,
 PZ0109'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 PZ0109'
 PZ0109'THE AZIMUTH MARK, STAMPED IDA 15-137 1959, IS A STANDARD DISK
 PZ0109'CEMENTED IN A DRILL HOLE IN A FLAT EXPANSE OF BEDROCK WHICH
 PZ0109'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 7 FEET
 PZ0109'NORTHEAST OF A METAL WITNESS POST WITH SIGN AND 2 FEET NORTH
 PZ0109'OF THE EAST-WEST FENCE.
 PZ0109
 PZ0109                          STATION RECOVERY (1967)
 PZ0109
 PZ0109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0109'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH WERE RECOVERED
 PZ0109'IN GOOD CONDITION AND LEVELED OVER.
 PZ0109'
 PZ0109'TO REACH FROM THE DUBOIS OVERPASS AT DUBOIS, GO 2.55 MILES
 PZ0109'NORTH ALONG INTERSTATE HIGHWAY 15.
 PZ0109'
 PZ0109'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0109'IDA 15-137 1959.  ON A SMALL LAVA ROCK COVERED RIDGE, 151
 PZ0109'FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY,
 PZ0109'7.9 FEET SOUTHWEST OF A WITNESS POST, IN THE TOP OF A LAVA
 PZ0109'OUTCROP PROJECTING 0.3 FOOT.
 PZ0109'
 PZ0109'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-137
 PZ0109'NO 1 1959.  28.78 FEET NORTHWEST OF THE STATION, IN THE TOP
 PZ0109'OF A LAVE OUTCROP.
 PZ0109'
 PZ0109'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-137
 PZ0109'NO 2 1959.  35.27 FEET NORTH OF THE STATION, IN THE TOP OF A
 PZ0109'LAVA OUTCROP.
 PZ0109'
 PZ0109'AZIMUTH IS A C AND GS AZIMUTH MARK DISK, STAMPED IDA 15-137
 PZ0109'1959.  0.2 MILE NORTH OF THE STATION, 565 FEET WEST OF THE
 PZ0109'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 1.6 FEET
 PZ0109'NORTH OF A FENCE, 6.7 FEET EAST OF A WITNESS POST, IN THE
 PZ0109'TOP OF A LARGE LAVA OUTCROP PROJECTING 0.3 FOOT.
 PZ0109'
 PZ0109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2
 PZ0109'MILES NORTH OF DUBOIS
 PZ0109
 PZ0109                          STATION RECOVERY (1967)
 PZ0109
 PZ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0109'2.55 MI N FROM DUBOIS.
 PZ0109'2.55 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0109'AT DUBOIS, ON A SMALL LAVA ROCK COVERED RIDGE, AT THE SOUTH END OF A
 PZ0109'CUT, IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 0.1 FOOT ABOVE
 PZ0109'THE GROUND, 151 FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE
 PZ0109'HIGHWAY, 49.3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 35.27 FEET
 PZ0109'SOUTH OF R.M. 2, 28.78 FEET SOUTHEAST OF R.M. 1, 7.9 FEET SOUTHWEST OF
 PZ0109'A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 PZ0109
 PZ0109                          STATION RECOVERY (1977)
 PZ0109
 PZ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PZ0109'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 916.
 PZ0109'
 PZ0109'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 PZ0109'RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED, AND THE
 PZ0109'ORIGINAL DESCRIPTION IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION
 PZ0109'FOLLOWS.
 PZ0109'
 PZ0109'THE STATION IS ON THE WEST RIGHT-OF-WAY OF INTERSTATE 15, AND U.S.
 PZ0109'HIGHWAY 91.
 PZ0109'
 PZ0109'TO REACH THE STATION FROM THE DUBOIS POST OFFICE GO WEST ON MAIN
 PZ0109'STREET FOR 0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT,
 PZ0109'TURN RIGHT, AND GO NORTH ON THE FREEWAY FOR 2.7 MILES TO THE
 PZ0109'STATION ON THE LEFT.
 PZ0109'
 PZ0109'THE STATION MARK, STAMPED IDA 15-137 1959, IS A STANDARD DISK
 PZ0109'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1-INCH, 0.35
 PZ0109'MILE SOUTH OF MILEPOST NO. 170, 0.15 MILE NORTH OF A CATTLE
 PZ0109'UNDERPASS UNDER THE HIGHWAY, 151 FEET WEST OF THE CENTER OF THE
 PZ0109'FREEWAY, 49 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 8 FEET
 PZ0109'SOUTHWEST OF A METAL WITNESS POST.
 PZ0109'
 PZ0109'REFERENCE MARK NO. 1, STAMPED IDA 15-137 NO 1 1959, IS A STANDARD
 PZ0109'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2-INCHES, 33
 PZ0109'FEET NORTHWEST OF THE WITNESS POST, AND 24 FEET EAST OF THE
 PZ0109'RIGHT-OF-WAY FENCE LINE.
 PZ0109'
 PZ0109'REFERENCE MARK NO. 2, STAMPED IDA 15-137 NO 2 1959, IS A STANDARD
 PZ0109'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3-INCHES,
 PZ0109'47 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 31 FEET NORTH OF
 PZ0109'THE WITNESS POST.
 PZ0109'
 PZ0109'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE FREEWAY
 PZ0109'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 PZ0109'
 PZ0109'THE AZIMUTH MARK, STAMPED IDA 15-137 1959, IS A STANDARD DISK
 PZ0109'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3-INCHES, 550 FEET
 PZ0109'WEST OF THE FREEWAY, 375 FEET WEST OF A T FENCE CORNER, 7 FEET
 PZ0109'NORTHEAST OF A METAL WITNESS POST, AND 1.5 FEET NORTH OF AN
 PZ0109'EAST-WEST FENCE LINE.
 PZ0109'
 PZ0109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 PZ0109'DUBOIS.
 PZ0109
 PZ0109                          STATION RECOVERY (1977)
 PZ0109
 PZ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PZ0109'REACHED FROM THE DUBOIS POST OFFICE BY GOING WEST ON MAIN STREET FOR
 PZ0109'0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT, TURN RIGHT AND
 PZ0109'GO NORTH ON THE FREEWAY FOR 2.7 MILES TO THE MARK ON THE LEFT, 0.35
 PZ0109'MILE SOUTH OF MILEPOST NO 170, 0.15 MILE NORTH OF A CATTLE UNDERPASS
 PZ0109'UNDER THE HIGHWAY, 151 FEET WEST OF THE CENTER OF THE FREEWAY, AND 49
 PZ0109'FEET EAST OF THE RIGHT-OF-WAY FENCE CEMENTED IN A DRILL HOLE IN
 PZ0109'BEDROCK THAT PROJECTS 1-INCH.
 PZ0109
 PZ0109                          STATION RECOVERY (1999)
 PZ0109
 PZ0109'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0112 ***********************************************************************
 PZ0112  DESIGNATION -  IDA 15 137 AZ MK
 PZ0112  PID         -  PZ0112
 PZ0112  STATE/COUNTY-  ID/CLARK
 PZ0112  USGS QUAD   -  DUBOIS NW (1964)
 PZ0112
 PZ0112                         *CURRENT SURVEY CONTROL
 PZ0112  ___________________________________________________________________
 PZ0112* NAD 83(1986)-  44 13 01.     (N)    112 14 03.     (W)     SCALED    
 PZ0112* NAVD 88     -      1613.693  (meters)    5294.26   (feet)  ADJUSTED  
 PZ0112  ___________________________________________________________________
 PZ0112  GEOID HEIGHT-         -10.73  (meters)                     GEOID03
 PZ0112  DYNAMIC HT  -        1612.891 (meters)    5291.63  (feet)  COMP
 PZ0112  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 PZ0112
 PZ0112  VERT ORDER  -  FIRST     CLASS II
 PZ0112
 PZ0112.The horizontal coordinates were scaled from a topographic map and have
 PZ0112.an estimated accuracy of +/- 6 seconds.
 PZ0112
 PZ0112.The orthometric height was determined by differential leveling
 PZ0112.and adjusted by the National Geodetic Survey in June 1991..
 PZ0112
 PZ0112.The geoid height was determined by GEOID03.
 PZ0112
 PZ0112.The dynamic height is computed by dividing the NAVD 88
 PZ0112.geopotential number by the normal gravity value computed on the
 PZ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0112.degrees latitude (g = 980.6199 gals.).
 PZ0112
 PZ0112.The modeled gravity was interpolated from observed gravity values.
 PZ0112
 PZ0112;                    North         East    Units  Estimated Accuracy
 PZ0112;SPC ID E     -   283,300.      194,610.      MT  (+/- 180 meters Scaled)
 PZ0112
 PZ0112                          SUPERSEDED SURVEY CONTROL
 PZ0112
 PZ0112  NGVD 29 (??/??/92) 1612.552  (m)         5290.51   (f) ADJ UNCH    1 2
 PZ0112
 PZ0112.Superseded values are not recommended for survey control.
 PZ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0112.See file dsdata.txt to determine how the superseded data were derived.
 PZ0112
 PZ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP014967(NAD 83)
 PZ0112_MARKER: DZ = AZIMUTH MARK DISK
 PZ0112_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0112_SP_SET: LAVA OUTCROP
 PZ0112_STAMPING: IDA 15-137 1959
 PZ0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0112+STABILITY: POSITION/ELEVATION WELL
 PZ0112
 PZ0112  HISTORY     - Date     Condition        Report By
 PZ0112  HISTORY     - 1959     MONUMENTED       CGS
 PZ0112  HISTORY     - 1967     GOOD             NGS
 PZ0112  HISTORY     - 1977     GOOD             NGS
 PZ0112
 PZ0112                          STATION DESCRIPTION
 PZ0112
 PZ0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0112'2.75 MI N FROM DUBOIS.
 PZ0112'2.75 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0112'AT DUBOIS, IN LINE WITH AN EAST-WEST FENCE LINE, IN THE TOP OF A LAVA
 PZ0112'OUTCROP WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, 565 FEET WEST OF THE
 PZ0112'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 364.3 FEET WEST OF THE
 PZ0112'WEST RIGHT-OF-WAY FENCE, 364 FEET WEST OF THE T JUNCTION OF FENCES,
 PZ0112'1.6 FEET NORTH OF A FENCE, 6.7 FEET EAST OF A WITNESS POST, AND ABOUT
 PZ0112'LEVEL WITH THE HIGHWAY.
 PZ0112
 PZ0112                          STATION RECOVERY (1977)
 PZ0112
 PZ0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PZ0112'REACHED FROM THE DUBOIS POST OFFICE BY GOING WEST ON MAIN STREET FOR
 PZ0112'0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT, TURN RIGHT, AND
 PZ0112'GO NORTH ON THE FREEWAY FOR 2.95 MILE TO THE MARK ON THE LEFT, 0.1
 PZ0112'MILE BEFORE REACHING MILEPOST 170, 550 FEET WEST OF THE FREEWAY 375
 PZ0112'FEET WEST OF A T FENCE CORNER, AND 1.5 FEET NORTH OF THE EAST-WEST
 PZ0112'FENCE LINE, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 PZ0112'3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0110 ***********************************************************************
 PZ0110  DESIGNATION -  IDA 15 137 RM 1
 PZ0110  PID         -  PZ0110
 PZ0110  STATE/COUNTY-  ID/CLARK
 PZ0110  USGS QUAD   -  DUBOIS NW (1964)
 PZ0110
 PZ0110                         *CURRENT SURVEY CONTROL
 PZ0110  ___________________________________________________________________
 PZ0110* NAD 83(1986)-  44 12 50.     (N)    112 14 05.     (W)     SCALED    
 PZ0110* NAVD 88     -      1611.650  (meters)    5287.56   (feet)  ADJUSTED  
 PZ0110  ___________________________________________________________________
 PZ0110  GEOID HEIGHT-         -10.74  (meters)                     GEOID03
 PZ0110  DYNAMIC HT  -        1610.850 (meters)    5284.93  (feet)  COMP
 PZ0110  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 PZ0110
 PZ0110  VERT ORDER  -  FIRST     CLASS II
 PZ0110
 PZ0110.The horizontal coordinates were scaled from a topographic map and have
 PZ0110.an estimated accuracy of +/- 6 seconds.
 PZ0110
 PZ0110.The orthometric height was determined by differential leveling
 PZ0110.and adjusted by the National Geodetic Survey in June 1991..
 PZ0110
 PZ0110.The geoid height was determined by GEOID03.
 PZ0110
 PZ0110.The dynamic height is computed by dividing the NAVD 88
 PZ0110.geopotential number by the normal gravity value computed on the
 PZ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0110.degrees latitude (g = 980.6199 gals.).
 PZ0110
 PZ0110.The modeled gravity was interpolated from observed gravity values.
 PZ0110
 PZ0110;                    North         East    Units  Estimated Accuracy
 PZ0110;SPC ID E     -   282,960.      194,560.      MT  (+/- 180 meters Scaled)
 PZ0110
 PZ0110                          SUPERSEDED SURVEY CONTROL
 PZ0110
 PZ0110  NGVD 29 (??/??/92) 1610.510  (m)         5283.81   (f) ADJ UNCH    1 2
 PZ0110
 PZ0110.Superseded values are not recommended for survey control.
 PZ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0110.See file dsdata.txt to determine how the superseded data were derived.
 PZ0110
 PZ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP013963(NAD 83)
 PZ0110_MARKER: DR = REFERENCE MARK DISK
 PZ0110_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0110_SP_SET: LAVA OUTCROP
 PZ0110_STAMPING: IDA 15-137 NO 1 1959
 PZ0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0110+STABILITY: POSITION/ELEVATION WELL
 PZ0110
 PZ0110  HISTORY     - Date     Condition        Report By
 PZ0110  HISTORY     - 1959     MONUMENTED       CGS
 PZ0110  HISTORY     - 1967     GOOD             NGS
 PZ0110  HISTORY     - 1977     GOOD             NGS
 PZ0110
 PZ0110                          STATION DESCRIPTION
 PZ0110
 PZ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0110'2.55 MI N FROM DUBOIS.
 PZ0110'2.55 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0110'AT DUBOIS, AT A CUT, 28.78 FEET NORTHWEST OF THE STATION, IN THE TOP
 PZ0110'OF A LAVA OUTCROP WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, 178 FEET
 PZ0110'WEST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 23.9 FEET
 PZ0110'EAST OF THE WEST RIGH-OF-WAY FENCE, 32.15 FEET SOUTHWEST OF R.M. 2,
 PZ0110'AND ABOUT 1 1/2 FEET LOWER THAN THE STATION.
 PZ0110
 PZ0110                          STATION RECOVERY (1977)
 PZ0110
 PZ0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PZ0110'REACHED FROM THE DUBOIS POST OFFICE BY GOING WEST ON MAIN STREET FOR
 PZ0110'0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT, TURN RIGHT, AND
 PZ0110'GO NORTH ON THE FREEWAY FOR 2.7 MILES TO THE MARK ON THE LEFT, 28.80
 PZ0110'FEET NORTHWEST OF TRIANGULATION STATION IDA 15-137, AND 24 FEET EAST
 PZ0110'OF THE RIGHT-OF-WAY FENCE LINE, CEMENTED IN A DRILL HOLE IN BEDROCK
 PZ0110'THAT PROJECTS 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0111 ***********************************************************************
 PZ0111  DESIGNATION -  IDA 15 137 RM 2
 PZ0111  PID         -  PZ0111
 PZ0111  STATE/COUNTY-  ID/CLARK
 PZ0111  USGS QUAD   -  DUBOIS NW (1964)
 PZ0111
 PZ0111                         *CURRENT SURVEY CONTROL
 PZ0111  ___________________________________________________________________
 PZ0111* NAD 83(1986)-  44 12 50.     (N)    112 14 04.     (W)     SCALED    
 PZ0111* NAVD 88     -      1611.687  (meters)    5287.68   (feet)  ADJUSTED  
 PZ0111  ___________________________________________________________________
 PZ0111  GEOID HEIGHT-         -10.74  (meters)                     GEOID03
 PZ0111  DYNAMIC HT  -        1610.887 (meters)    5285.05  (feet)  COMP
 PZ0111  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 PZ0111
 PZ0111  VERT ORDER  -  FIRST     CLASS II
 PZ0111
 PZ0111.The horizontal coordinates were scaled from a topographic map and have
 PZ0111.an estimated accuracy of +/- 6 seconds.
 PZ0111
 PZ0111.The orthometric height was determined by differential leveling
 PZ0111.and adjusted by the National Geodetic Survey in June 1991..
 PZ0111.WARNING-Repeat measurements at this control monument indicate possible
 PZ0111.vertical movement.
 PZ0111
 PZ0111.The geoid height was determined by GEOID03.
 PZ0111
 PZ0111.The dynamic height is computed by dividing the NAVD 88
 PZ0111.geopotential number by the normal gravity value computed on the
 PZ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0111.degrees latitude (g = 980.6199 gals.).
 PZ0111
 PZ0111.The modeled gravity was interpolated from observed gravity values.
 PZ0111
 PZ0111;                    North         East    Units  Estimated Accuracy
 PZ0111;SPC ID E     -   282,960.      194,580.      MT  (+/- 180 meters Scaled)
 PZ0111
 PZ0111                          SUPERSEDED SURVEY CONTROL
 PZ0111
 PZ0111  NGVD 29 (??/??/92) 1610.547  (m)         5283.94   (f) ADJ UNCH    1 2
 PZ0111
 PZ0111.Superseded values are not recommended for survey control.
 PZ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0111.See file dsdata.txt to determine how the superseded data were derived.
 PZ0111
 PZ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP013963(NAD 83)
 PZ0111_MARKER: DR = REFERENCE MARK DISK
 PZ0111_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0111_SP_SET: LAVA OUTCROP
 PZ0111_STAMPING: IDA 15-137 NO 2 1959
 PZ0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0111+STABILITY: POSITION/ELEVATION WELL
 PZ0111
 PZ0111  HISTORY     - Date     Condition        Report By
 PZ0111  HISTORY     - 1959     MONUMENTED       CGS
 PZ0111  HISTORY     - 1967     GOOD             NGS
 PZ0111  HISTORY     - 1977     GOOD             NGS
 PZ0111
 PZ0111                          STATION DESCRIPTION
 PZ0111
 PZ0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0111'2.55 MI N FROM DUBOIS.
 PZ0111'2.55 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0111'AT DUBOIS, AT A CUT, IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT
 PZ0111'0.3 FOOT ABOVE THE GROUND, 35.27 FEET NORTH OF THE STATION, 156 FEET
 PZ0111'WEST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 47.8 FEET
 PZ0111'EAST OF THE WEST RIGHT-OF-WAY FENCE, 32.15 FEET NORTHEAST OF R.M. 1,
 PZ0111'AND ABOUT 2 FEET LOWER THAN THE STATION.
 PZ0111
 PZ0111                          STATION RECOVERY (1977)
 PZ0111
 PZ0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PZ0111'REACHED FROM THE DUBOIS POST OFFICE BY GOING WEST ON MAIN STREET FOR
 PZ0111'0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT, TURN RIGHT, AND
 PZ0111'GO NORTH ON THE FREEWAY FOR 2.7 MILES TO THE MARK ON THE LEFT, 47
 PZ0111'FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 35.25 FEET NORTH OF
 PZ0111'TRIANGULATION STATION IDA 15-137 1959, SET IN BEDROCK THAT PROJECTS
 PZ0111'3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0116 ***********************************************************************
 PZ0116  DESIGNATION -  IDA 15 138
 PZ0116  PID         -  PZ0116
 PZ0116  STATE/COUNTY-  ID/CLARK
 PZ0116  USGS QUAD   -  DUBOIS NW (1964)
 PZ0116
 PZ0116                         *CURRENT SURVEY CONTROL
 PZ0116  ___________________________________________________________________
 PZ0116* NAD 83(1992)-  44 14 27.80857(N)    112 13 47.26324(W)     ADJUSTED  
 PZ0116* NAVD 88     -      1638.538  (meters)    5375.77   (feet)  ADJUSTED  
 PZ0116  ___________________________________________________________________
 PZ0116  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 PZ0116  GEOID HEIGHT-         -10.64  (meters)                     GEOID03
 PZ0116  DYNAMIC HT  -        1637.720 (meters)    5373.09  (feet)  COMP
 PZ0116  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 PZ0116
 PZ0116  HORZ ORDER  -  SECOND
 PZ0116  VERT ORDER  -  FIRST     CLASS II
 PZ0116
 PZ0116.The horizontal coordinates were established by classical geodetic methods
 PZ0116.and adjusted by the National Geodetic Survey in July 1992..
 PZ0116
 PZ0116.The orthometric height was determined by differential leveling
 PZ0116.and adjusted by the National Geodetic Survey in June 1991..
 PZ0116.WARNING-Repeat measurements at this control monument indicate possible
 PZ0116.vertical movement.
 PZ0116
 PZ0116.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0116
 PZ0116.The geoid height was determined by GEOID03.
 PZ0116
 PZ0116.The dynamic height is computed by dividing the NAVD 88
 PZ0116.geopotential number by the normal gravity value computed on the
 PZ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0116.degrees latitude (g = 980.6199 gals.).
 PZ0116
 PZ0116.The modeled gravity was interpolated from observed gravity values.
 PZ0116
 PZ0116;                    North         East     Units Scale Factor Converg.
 PZ0116;SPC ID E     -   285,980.781   194,957.500   MT  0.99994768   -0 02 38.6
 PZ0116;UTM  12      - 4,899,382.494   401,802.117   MT  0.99971859   -0 51 29.1
 PZ0116
 PZ0116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0116!SPC ID E     -   0.99974481  x   0.99994768  =   0.99969250
 PZ0116!UTM  12      -   0.99974481  x   0.99971859  =   0.99946347
 PZ0116
 PZ0116:                Primary Azimuth Mark                     Grid Az
 PZ0116:SPC ID E     -  N 89                                     027 55 13.4
 PZ0116:UTM  12      -  N 89                                     028 44 03.9
 PZ0116
 PZ0116|---------------------------------------------------------------------|
 PZ0116| PID    Reference Object                     Distance      Geod. Az  |
 PZ0116|                                                           dddmmss.s |
 PZ0116| PZ0118 N 89                                               0275234.8 |
 PZ0116| PZ0117 IDA 15 138 RM 1                      16.331 METERS 06858     |
 PZ0116| PZ0670 DUBOIS MUNICIPAL TANK               APPROX. 7.1 KM 1790851.4 |
 PZ0116| PZ0115 IDA 15 138 RM 2                       6.470 METERS 23932     |
 PZ0116|---------------------------------------------------------------------|
 PZ0116
 PZ0116                          SUPERSEDED SURVEY CONTROL
 PZ0116
 PZ0116  NAD 83(1986)-  44 14 27.80634(N)    112 13 47.25195(W) AD(       ) 2
 PZ0116  NAD 27      -  44 14 28.12900(N)    112 13 44.29490(W) AD(       ) 2
 PZ0116  NGVD 29 (??/??/92) 1637.387  (m)         5371.99   (f) ADJ UNCH    1 2
 PZ0116
 PZ0116.Superseded values are not recommended for survey control.
 PZ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0116.See file dsdata.txt to determine how the superseded data were derived.
 PZ0116
 PZ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP0180299382(NAD 83)
 PZ0116_MARKER: DS = TRIANGULATION STATION DISK
 PZ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0116_STAMPING: IDA 15-138 1959
 PZ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0116+STABILITY: SURFACE MOTION
 PZ0116
 PZ0116  HISTORY     - Date     Condition        Report By
 PZ0116  HISTORY     - 1959     MONUMENTED       CGS
 PZ0116  HISTORY     - 1967     GOOD             CGS
 PZ0116  HISTORY     - 1967     GOOD             NGS
 PZ0116  HISTORY     - 1977     GOOD             NGS
 PZ0116  HISTORY     - 1977     GOOD             USGS
 PZ0116
 PZ0116                          STATION DESCRIPTION
 PZ0116
 PZ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0116'THE STATION IS 4-1/2 MILES NORTH OF DUBOIS, 1-1/2 MILES WEST
 PZ0116'OF THE U.S. EXPERIMENT STATION, 0.4 MILE SOUTH OF THE POINT
 PZ0116'OF CROSSING OF THE ROAD LEADING TO THE EXPERIMENT STATION AND
 PZ0116'THE UNION PACIFIC RAILROAD AND ON THE SUMMIT AND SOUTHWEST END
 PZ0116'OF A FLAT SAGE COVERED BENCH ABOUT 0.1 MILE WEST OF THE RAILROAD
 PZ0116'TRACKS.
 PZ0116'
 PZ0116'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 91 AND STATE
 PZ0116'ROUTE 22, 0.9 MILE WEST OF DUBOIS, PROCEED NORTHERLY ALONG
 PZ0116'U.S. HIGHWAY 91 FOR 5 MILES TO A SIDE ROAD RIGHT AND SIGN U.S.
 PZ0116'SHEEP EXPERIMENT STATION, TURN RIGHT, EAST, FOR 1.3 MILES TO
 PZ0116'THE RAILROAD CROSSING, TURN RIGHT, SOUTH, THROUGH A WIRE GATE
 PZ0116'AND FOLLOW A TRACK ROAD ALONG THE WEST SIDE OF THE WEST
 PZ0116'RAILROAD RIGHT OF WAY FENCE FOR 0.4 MILE, TURN RIGHT, WEST, AND
 PZ0116'GO CROSS COUNTRY FOR 0.1 MILE TO THE STATION SITE 10.5 FEET
 PZ0116'EAST-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 PZ0116'
 PZ0116'THE STATION, WITH UNDERGROUND MARK, IS A STANDARD DISK SET
 PZ0116'IN A SQUARE CONCRETE POST PROJECTING 4 INCHES AND STAMPED
 PZ0116'IDA 15-138 1959.
 PZ0116'
 PZ0116'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 PZ0116'POST PROJECTING 4 INCHES AND STAMPED IDA 15-138 NO 1 1959.
 PZ0116'
 PZ0116'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 PZ0116'POST PROJECTING 4 INCHES AND STAMPED IDA 15-138 NO 2 1959.
 PZ0116'IT IS 18 FEET SOUTHWEST OF THE METAL WITNESS POST.
 PZ0116'
 PZ0116'A 2-WHEEL DRIVE STATION.
 PZ0116
 PZ0116                          STATION RECOVERY (1967)
 PZ0116
 PZ0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0116'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PZ0116'CONDITION AND LEVELED OVER.
 PZ0116'
 PZ0116'TO REACH FROM THE DUBOIS OVERPASS AT DUBOIS, GO 4.45 MILES
 PZ0116'NORTH ALONG INTERSTATE HIGHWAY 15.
 PZ0116'
 PZ0116'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0116'IDA 15-138 1959.  AT A DEEP CUT, 207 FEET WEST OF THE CENTER
 PZ0116'LINE OF THE EAST LANES OF THE HIGHWAY, 6.9 FEET WEST OF THE
 PZ0116'WEST RIGHT-OF-WAY FENCE, 7.0 FEET WEST OF A WITNESS POST, IN
 PZ0116'A CONCRETE POST PROJECTING 0.3 FOOT.
 PZ0116'
 PZ0116'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-138
 PZ0116'NO 1 1959.  53.55 FEET NORTHEAST OF THE STATION, IN A CONCRETE
 PZ0116'POST PROJECTING 0.4 FOOT.
 PZ0116'
 PZ0116'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-138
 PZ0116'NO 2 1959.  21.24 FEET WEST-SOUTHWEST OF THE STATION, IN A
 PZ0116'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PZ0116'
 PZ0116'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/4
 PZ0116'MILES NORTH OF DUBOIS.
 PZ0116
 PZ0116                          STATION RECOVERY (1967)
 PZ0116
 PZ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0116'4.45 MI N FROM DUBOIS.
 PZ0116'4.45 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0116'AT DUBOIS, 0.4 MILE SOUTH OF AN OVERPASS TO A U.S. SHEEP EXPERIMENTAL
 PZ0116'STATION, AT A DEEP CUT, 207 FEET WEST OF THE CENTER LINE OF THE EAST
 PZ0116'LANES OF THE HIGHWAY, 6.9 FEET WEST OF THE WEST HIGHWAY RIGHT-OF-WAY
 PZ0116'FENCE, 53.55 FEET SOUTHWEST OF R.M. 1, 21.24 FEET EAST-NORTHEAST OF
 PZ0116'R.M. 2, 7.0 FEET WEST OF A WITNESS POST, ABOUT 10 FEET HIGHER THAN THE
 PZ0116'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 PZ0116'ABOVE THE GROUND.
 PZ0116
 PZ0116                          STATION RECOVERY (1977)
 PZ0116
 PZ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PZ0116'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 917.
 PZ0116'
 PZ0116'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PZ0116'CONDITION.  B.M. N 89 WAS USED FOR THE AZIMUTH MARK.  LANDMARKS HAVE
 PZ0116'CHANGED, AND THE ORIGINAL DESCRIPTION IS OBSOLETE.  A NEW AND
 PZ0116'COMPLETE DESCRIPTION FOLLOWS.
 PZ0116'
 PZ0116'TO REACH THE STATION FROM THE DUBOIS POST OFFICE GO WEST ON MAIN
 PZ0116'STREET FOR 0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT,
 PZ0116'TURN RIGHT, AND GO NORTH ON THE FREEWAY FOR 4.6 MILES TO THE STATION
 PZ0116'ON THE LEFT.
 PZ0116'
 PZ0116'THE STATION MARK, STAMPED IDA 15-138 1959, IS A STANDARD DISK SET IN
 PZ0116'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES, 0.4 MILE
 PZ0116'SOUTH OF THE EXIT TO THE U.S. EXPERIMENT STATION, 207 FEET WEST OF
 PZ0116'THE CENTER OF THE FREEWAY, 7 FEET WEST OF A METAL WITNESS POST THAT
 PZ0116'WAS PLACED IN THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT NORTH OF A
 PZ0116'ROCK CAIRN.
 PZ0116'
 PZ0116'REFERENCE MARK NO. 1, STAMPED IDA 15-138 NO 1 1959, IS A STANDARD
 PZ0116'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 PZ0116'2-INCHES, 160 FEET WEST OF THE CENTER OF THE FREEWAY, 40 FEET EAST
 PZ0116'OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT EAST OF A METAL WITNESS
 PZ0116'POST.
 PZ0116'
 PZ0116'REFERENCE MARK NO. 2, STAMPED IDA 15-138 NO 2 1959, IS A STANDARD
 PZ0116'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 PZ0116'3-INCHES, 24 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, AND 1-FOOT
 PZ0116'SOUTH OF A ROCK CAIRN.
 PZ0116'
 PZ0116'TO REACH BENCH MARK N 89, AZIMUTH MARK, FROM THE STATION GO NORTH
 PZ0116'ON THE FREEWAY FOR 0.4 MILE TO THE EXIT TO THE U.S. SHEEP EXPERIMENT
 PZ0116'STATION, AT MILEPOST NO. 172, TAKE THE EXIT, AND GO 0.35 MILE TO A
 PZ0116'T INTERSECTION, TURN LEFT, AND GO EAST FOR 150 FEET TO A GATE, AND
 PZ0116'TRACK ROAD ON THE LEFT, TURN LEFT, AND GO NORTH ON THE TRACK ROAD
 PZ0116'FOR 225 FEET TO THE BENCH MARK ON THE RIGHT.
 PZ0116'
 PZ0116'BENCH MARK N 89, STAMPED N 89 1959, IS A STANDARD DISK CEMENTED IN
 PZ0116'A DRILL HOLE IN BEDROCK THAT IS FLUSH, 2-1/2 POLES SOUTH OF
 PZ0116'RAILROAD MILEPOST NO. 240, 228 FEET NORTH OF THE CENTER OF THE
 PZ0116'MACADAM ROAD LEADING TO THE U.S. SHEEP EXPERIMENT STATION, 126 FEET
 PZ0116'EAST OF THE RIGHT-OF-WAY FENCE FOR THE OFF RAMP OFF THE FREEWAY,
 PZ0116'124 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, AND 28
 PZ0116'FEET WEST OF A WITNESS SIGN NAILED ON A FENCE POST IN THE
 PZ0116'RIGHT-OF-WAY FENCE LINE FOR THE RAILROAD.
 PZ0116'
 PZ0116'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 PZ0116'NORTH OF DUBOIS.
 PZ0116
 PZ0116                          STATION RECOVERY (1977)
 PZ0116
 PZ0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PZ0116'REACHED FROM THE DUBOIS POST OFFICE BY GOING WEST ON MAIN STREET FOR
 PZ0116'0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT, TURN RIGHT, AND
 PZ0116'GO NORTH ON THE FREEWAY FOR 4.6 MILES TO THE MARK ON THE LEFT, 0.4
 PZ0116'MILE SOUTH OF MILEPOST NO 172, 207 FEET WEST OF THE CENTER OF THE
 PZ0116'FREEWAY, 7 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, AND 1-FOOT NORTH
 PZ0116'OF A ROCK CAIRN, SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 PZ0116'PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0117 ***********************************************************************
 PZ0117  DESIGNATION -  IDA 15 138 RM 1
 PZ0117  PID         -  PZ0117
 PZ0117  STATE/COUNTY-  ID/CLARK
 PZ0117  USGS QUAD   -  DUBOIS NW (1964)
 PZ0117
 PZ0117                         *CURRENT SURVEY CONTROL
 PZ0117  ___________________________________________________________________
 PZ0117* NAD 83(1986)-  44 14 28.     (N)    112 13 48.     (W)     SCALED    
 PZ0117* NAVD 88     -      1638.644  (meters)    5376.12   (feet)  ADJUSTED  
 PZ0117  ___________________________________________________________________
 PZ0117  GEOID HEIGHT-         -10.64  (meters)                     GEOID03
 PZ0117  DYNAMIC HT  -        1637.826 (meters)    5373.43  (feet)  COMP
 PZ0117  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 PZ0117
 PZ0117  VERT ORDER  -  FIRST     CLASS II
 PZ0117
 PZ0117.The horizontal coordinates were scaled from a topographic map and have
 PZ0117.an estimated accuracy of +/- 6 seconds.
 PZ0117
 PZ0117.The orthometric height was determined by differential leveling
 PZ0117.and adjusted by the National Geodetic Survey in June 1991..
 PZ0117
 PZ0117.The geoid height was determined by GEOID03.
 PZ0117
 PZ0117.The dynamic height is computed by dividing the NAVD 88
 PZ0117.geopotential number by the normal gravity value computed on the
 PZ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0117.degrees latitude (g = 980.6199 gals.).
 PZ0117
 PZ0117.The modeled gravity was interpolated from observed gravity values.
 PZ0117
 PZ0117;                    North         East    Units  Estimated Accuracy
 PZ0117;SPC ID E     -   285,990.      194,940.      MT  (+/- 180 meters Scaled)
 PZ0117
 PZ0117                          SUPERSEDED SURVEY CONTROL
 PZ0117
 PZ0117  NGVD 29 (??/??/92) 1637.493  (m)         5372.34   (f) ADJ UNCH    1 2
 PZ0117
 PZ0117.Superseded values are not recommended for survey control.
 PZ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0117.See file dsdata.txt to determine how the superseded data were derived.
 PZ0117
 PZ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP017993(NAD 83)
 PZ0117_MARKER: DR = REFERENCE MARK DISK
 PZ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0117_STAMPING: IDA 15-138 NO 1 1959
 PZ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0117+STABILITY: SURFACE MOTION
 PZ0117
 PZ0117  HISTORY     - Date     Condition        Report By
 PZ0117  HISTORY     - 1959     MONUMENTED       CGS
 PZ0117  HISTORY     - 1967     GOOD             NGS
 PZ0117  HISTORY     - 1977     GOOD             NGS
 PZ0117
 PZ0117                          STATION DESCRIPTION
 PZ0117
 PZ0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0117'4.45 MI N FROM DUBOIS.
 PZ0117'4.45 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0117'AT DUBOIS, AT A DEEP CUT, 53.55 FEET NORTHEAST OF THE STATION, 160
 PZ0117'FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 40.2
 PZ0117'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE OF THE HIGHWAY, 47.3 FEET
 PZ0117'NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE STATION, AND
 PZ0117'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PZ0117'GROUND.
 PZ0117
 PZ0117                          STATION RECOVERY (1977)
 PZ0117
 PZ0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PZ0117'REACHED FROM THE DUBOIS POST OFFICE BY GOING WEST ON MAIN STREET FOR
 PZ0117'0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT, TURN RIGHT, AND
 PZ0117'GO NORTH ON THE FREEWAY FOR 4.6 MILES TO THE MARK ON THE LEFT, 160
 PZ0117'FEET WEST OF THE CENTER OF THE FREEWAY, 53.58 FEET NORTHEAST OF IDA
 PZ0117'15-138 1959, AND 40 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, SET IN
 PZ0117'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0115 ***********************************************************************
 PZ0115  DESIGNATION -  IDA 15 138 RM 2
 PZ0115  PID         -  PZ0115
 PZ0115  STATE/COUNTY-  ID/CLARK
 PZ0115  USGS QUAD   -  DUBOIS NW (1964)
 PZ0115
 PZ0115                         *CURRENT SURVEY CONTROL
 PZ0115  ___________________________________________________________________
 PZ0115* NAD 83(1986)-  44 14 28.     (N)    112 13 48.     (W)     SCALED    
 PZ0115* NAVD 88     -      1638.311  (meters)    5375.03   (feet)  ADJUSTED  
 PZ0115  ___________________________________________________________________
 PZ0115  GEOID HEIGHT-         -10.64  (meters)                     GEOID03
 PZ0115  DYNAMIC HT  -        1637.493 (meters)    5372.34  (feet)  COMP
 PZ0115  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 PZ0115
 PZ0115  VERT ORDER  -  FIRST     CLASS II
 PZ0115
 PZ0115.The horizontal coordinates were scaled from a topographic map and have
 PZ0115.an estimated accuracy of +/- 6 seconds.
 PZ0115
 PZ0115.The orthometric height was determined by differential leveling
 PZ0115.and adjusted by the National Geodetic Survey in June 1991..
 PZ0115
 PZ0115.The geoid height was determined by GEOID03.
 PZ0115
 PZ0115.The dynamic height is computed by dividing the NAVD 88
 PZ0115.geopotential number by the normal gravity value computed on the
 PZ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0115.degrees latitude (g = 980.6199 gals.).
 PZ0115
 PZ0115.The modeled gravity was interpolated from observed gravity values.
 PZ0115
 PZ0115;                    North         East    Units  Estimated Accuracy
 PZ0115;SPC ID E     -   285,990.      194,940.      MT  (+/- 180 meters Scaled)
 PZ0115
 PZ0115                          SUPERSEDED SURVEY CONTROL
 PZ0115
 PZ0115  NGVD 29 (??/??/92) 1637.160  (m)         5371.25   (f) ADJ UNCH    1 2
 PZ0115
 PZ0115.Superseded values are not recommended for survey control.
 PZ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0115.See file dsdata.txt to determine how the superseded data were derived.
 PZ0115
 PZ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP017993(NAD 83)
 PZ0115_MARKER: DR = REFERENCE MARK DISK
 PZ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0115_STAMPING: IDA 15-138 NO 2 1959
 PZ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0115+STABILITY: SURFACE MOTION
 PZ0115
 PZ0115  HISTORY     - Date     Condition        Report By
 PZ0115  HISTORY     - 1959     MONUMENTED       CGS
 PZ0115  HISTORY     - 1967     GOOD             NGS
 PZ0115  HISTORY     - 1977     GOOD             NGS
 PZ0115
 PZ0115                          STATION DESCRIPTION
 PZ0115
 PZ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0115'4.45 MI N FROM DUBOIS.
 PZ0115'4.45 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0115'AT DUBOIS, AT A DEEP CUT, 21.24 FEET WEST-SOUTHWEST OF THE STATION,
 PZ0115'223 1/2 FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY,
 PZ0115'23.7 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE OF THE HIGHWAY, ABOUT
 PZ0115'LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 PZ0115'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PZ0115
 PZ0115                          STATION RECOVERY (1977)
 PZ0115
 PZ0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PZ0115'REACHED FROM THE DUBOIS POST OFFICE BY GOING WEST ON MAIN STREET FOR
 PZ0115'0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT, TURN RIGHT, AND
 PZ0115'GO NORTH ON THE FREEWAY FOR 4.6 MILES TO THE MARK ON THE LEFT, 24
 PZ0115'FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, 21.23 FEET WEST-SOUTHWEST
 PZ0115'OF IDA 15-138 1959 AND 1 FOOT SOUTH OF A ROCK CAIRN SET IN A 12-INCH
 PZ0115'SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0119 ***********************************************************************
 PZ0119  DESIGNATION -  IDA 15 139
 PZ0119  PID         -  PZ0119
 PZ0119  STATE/COUNTY-  ID/CLARK
 PZ0119  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0119
 PZ0119                         *CURRENT SURVEY CONTROL
 PZ0119  ___________________________________________________________________
 PZ0119* NAD 83(1992)-  44 15 35.64318(N)    112 13 20.57785(W)     ADJUSTED  
 PZ0119* NAVD 88     -      1658.363  (meters)    5440.81   (feet)  ADJUSTED  
 PZ0119  ___________________________________________________________________
 PZ0119  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 PZ0119  GEOID HEIGHT-         -10.57  (meters)                     GEOID03
 PZ0119  DYNAMIC HT  -        1657.528 (meters)    5438.07  (feet)  COMP
 PZ0119  MODELED GRAV-     980,056.2   (mgal)                       NAVD 88
 PZ0119
 PZ0119  HORZ ORDER  -  SECOND
 PZ0119  VERT ORDER  -  FIRST     CLASS II
 PZ0119
 PZ0119.The horizontal coordinates were established by classical geodetic methods
 PZ0119.and adjusted by the National Geodetic Survey in July 1992..
 PZ0119
 PZ0119.The orthometric height was determined by differential leveling
 PZ0119.and adjusted by the National Geodetic Survey in June 1991..
 PZ0119.WARNING-Repeat measurements at this control monument indicate possible
 PZ0119.vertical movement.
 PZ0119
 PZ0119.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0119
 PZ0119.The geoid height was determined by GEOID03.
 PZ0119
 PZ0119.The dynamic height is computed by dividing the NAVD 88
 PZ0119.geopotential number by the normal gravity value computed on the
 PZ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0119.degrees latitude (g = 980.6199 gals.).
 PZ0119
 PZ0119.The modeled gravity was interpolated from observed gravity values.
 PZ0119
 PZ0119;                    North         East     Units Scale Factor Converg.
 PZ0119;SPC ID E     -   288,074.016   195,551.014   MT  0.99994761   -0 02 20.0
 PZ0119;UTM  12      - 4,901,466.606   402,425.171   MT  0.99971709   -0 51 11.5
 PZ0119
 PZ0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0119!SPC ID E     -   0.99974169  x   0.99994761  =   0.99968932
 PZ0119!UTM  12      -   0.99974169  x   0.99971709  =   0.99945886
 PZ0119
 PZ0119|---------------------------------------------------------------------|
 PZ0119| PID    Reference Object                     Distance      Geod. Az  |
 PZ0119|                                                           dddmmss.s |
 PZ0119| PZ0121 IDA 15 139 RM 1                      12.344 METERS 04341     |
 PZ0119| PZ0120 IDA 15 139 RM 2                      11.643 METERS 17025     |
 PZ0119| PZ0670 DUBOIS MUNICIPAL TANK               APPROX. 9.2 KM 1830237.8 |
 PZ0119| PZ0116 IDA 15 138                          APPROX. 2.2 KM 1954728.4 |
 PZ0119|---------------------------------------------------------------------|
 PZ0119
 PZ0119                          SUPERSEDED SURVEY CONTROL
 PZ0119
 PZ0119  NAD 83(1986)-  44 15 35.64130(N)    112 13 20.56666(W) AD(       ) 2
 PZ0119  NAD 27      -  44 15 35.96280(N)    112 13 17.60840(W) AD(       ) 2
 PZ0119  NGVD 29 (??/??/92) 1657.199  (m)         5436.99   (f) ADJ UNCH    1 2
 PZ0119
 PZ0119.Superseded values are not recommended for survey control.
 PZ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0119.See file dsdata.txt to determine how the superseded data were derived.
 PZ0119
 PZ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0242501467(NAD 83)
 PZ0119_MARKER: DS = TRIANGULATION STATION DISK
 PZ0119_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0119_SP_SET: LAVA OUTCROP
 PZ0119_STAMPING: IDA 15-139 1959
 PZ0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0119+STABILITY: POSITION/ELEVATION WELL
 PZ0119
 PZ0119  HISTORY     - Date     Condition        Report By
 PZ0119  HISTORY     - 1959     MONUMENTED       CGS
 PZ0119  HISTORY     - 1967     GOOD             CGS
 PZ0119  HISTORY     - 1967     GOOD             NGS
 PZ0119  HISTORY     - 1977     GOOD             NGS
 PZ0119  HISTORY     - 1977     GOOD             NGS
 PZ0119
 PZ0119                          STATION DESCRIPTION
 PZ0119
 PZ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0119'THE STATION IS ABOUT 5-3/4 MILES NORTH OF DUBOIS, 2.0 MILES
 PZ0119'NORTHWEST OF THE U.S. SHEEP EXPERIMENT STATION, 1.2 MILES
 PZ0119'EAST OF U.S. HIGHWAY 91 AND 0.15 MILE WEST OF THE UNION
 PZ0119'PACIFIC RAILROAD.  IT IS SITUATED ON THE SUMMIT OF A LOW ROCK
 PZ0119'AND BRUSH COVERED KNOLL, ABOUT 0.05 MILE WEST OF A NORTH-SOUTH
 PZ0119'TELEPHONE LINE.
 PZ0119'
 PZ0119'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS, DRIVE WEST
 PZ0119'AND NORTH ON U.S. HIGHWAY 91 FOR 5.8 MILES TO THE U.S. SHEEP
 PZ0119'EXPERIMENT STATION ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE
 PZ0119'EAST ON THE GRAVELED ROAD FOR 1.2 MILES TO A GATE AND SIDE ROAD
 PZ0119'ON THE LEFT AT THE WEST SIDE OF THE UNION PACIFIC RAILROAD
 PZ0119'TRACKS.  TURN LEFT, PASS THROUGH THE GATE AND DRIVE NORTH ON
 PZ0119'THE TRACK ROAD FOR 0.65 MILE TO A GATE.  PASS THROUGH THE GATE
 PZ0119'AND CONTINUE THE TRACK ROAD NORTH FOR 0.3 MILE, THENCE TURN
 PZ0119'LEFT AND DRIVE WEST ACROSS COUNTRY FOR 0.1 MILE TO THE
 PZ0119'STATION.
 PZ0119'
 PZ0119'THE STATION MARK, STAMPED IDA 15-139 1959, IS A STANDARD DISK
 PZ0119'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 PZ0119'SURFACE.
 PZ0119'
 PZ0119'REFERENCE MARK 1, STAMPED IDA 15-139 NO 1 1959, IS A STANDARD
 PZ0119'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 PZ0119'THE SURFACE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 PZ0119'MARK.
 PZ0119'
 PZ0119'REFERENCE MARK 2, STAMPED IDA 15-139 NO 2 1959, IS A STANDARD
 PZ0119'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 PZ0119'SURFACE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 PZ0119
 PZ0119                          STATION RECOVERY (1967)
 PZ0119
 PZ0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0119'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PZ0119'CONDITION AND ALL LEVELED OVER.
 PZ0119'
 PZ0119'TO REACH FROM THE INTERSTATE HIGHWAY 15 OVERPASS AT DUBOIS,
 PZ0119'GO 5.75 MILES NORTH ALONG THE FREEWAY.
 PZ0119'
 PZ0119'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0119'IDA 15-139 1959.  0.9 MILE NORTH OF THE U.S. SHEEP EXPERIMENT
 PZ0119'STATION ROAD OVERPASS, 0.05 MILE EAST OF A NORTH-SOUTH TELEPHONE
 PZ0119'LINE, 342 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF
 PZ0119'THE HIGHWAY, 243.0 FEET EAST OF A WITNESS POST, 1.0 FOOT WEST
 PZ0119'OF A CAIRN, IN THE TOP OF A LAVA OUTCROP.
 PZ0119'
 PZ0119'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-139
 PZ0119'NO 1 1959.  40.47 FEET NORTHEAST OF THE STATION, 363 FEET EAST
 PZ0119'OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, IN THE
 PZ0119'TOP OF A LAVA OUTCROP.
 PZ0119'
 PZ0119'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-139
 PZ0119'NO 2 1959.  38.17 FEET SOUTH-SOUTHEAST OF THE STATION, 362
 PZ0119'FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY,
 PZ0119'IN THE TOP OF A LAVA OUTCROP.
 PZ0119'
 PZ0119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-3/4
 PZ0119'MILES NORTH OF DUBOIS
 PZ0119
 PZ0119                          STATION RECOVERY (1967)
 PZ0119
 PZ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0119'5.75 MI N FROM DUBOIS.
 PZ0119'5.75 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0119'AT DUBOIS, 0.9 MILE NORTH OF THE U.S. SHEEP EXPERIMENT STATION ROAD
 PZ0119'OVERPASS, 0.05 MILE EAST OF A NORTH-SOUTH TELEPHONE LINE, IN THE TOP
 PZ0119'OF A LAVA OUTCROP ABOUT FLUSH WITH THE GROUND, 342 FEET EAST OF THE
 PZ0119'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 243 FEET EAST OF A
 PZ0119'FENCE, 40.47 FEET SOUTHWEST OF R.M. 1, 38.17 FEET NORTH-NORTHWEST OF
 PZ0119'R.M. 2, 1.0 FOOT WEST OF A CAIRN, 243.0 FEET EAST OF A WITNESS POST,
 PZ0119'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 PZ0119
 PZ0119                          STATION RECOVERY (1977)
 PZ0119
 PZ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PZ0119'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 920.
 PZ0119'
 PZ0119'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PZ0119'CONDITION.  LANDMARKS HAVE CHANGED, AND THE ORIGINAL DESCRIPTION IS
 PZ0119'OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PZ0119'
 PZ0119'TO REACH THE STATION FROM THE DUBOIS POST OFFICE GO WEST ON MAIN
 PZ0119'STREET FOR 0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT,
 PZ0119'TURN RIGHT, AND GO NORTH ON THE FREEWAY FOR 5.0 MILES TO THE EXIT TO
 PZ0119'THE U.S. SHEEP EXPERIMENT STATION, AT MILEPOST NO. 172.  TAKE THE
 PZ0119'EXIT, AND GO 0.35 MILE TO A T INTERSECTION, TURN LEFT, AND GO EAST
 PZ0119'FOR 150 FEET TO A GATE, AND A TRACK ROAD ON THE LEFT, PASS THRU
 PZ0119'THE GATE, AND GO NORTH ON THE TRACK ROAD FOR 0.7 MILE TO A
 PZ0119'BOARD GATE AT A T FENCE CORNER, PASS THRU THE GATE, AND GO NORTH
 PZ0119'ON THE TRACK ROAD FOR 0.3 MILE, TURN LEFT, LEAVING THE TRACK
 PZ0119'ROAD, AND GO WEST CROSS COUNTRY FOR 0.1 MILE TO THE STATION.
 PZ0119'
 PZ0119'THE STATION MARK, STAMPED IDA 15-139 1959, IS A STANDARD DISK
 PZ0119'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1-INCH, 0.3 MILE
 PZ0119'NORTH OF AN EAST-WEST FENCE LINE, 260 FEET WEST OF A TELEPHONE
 PZ0119'LINE, 235 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE FREEWAY,
 PZ0119'15 FEET NORTHWEST OF A METAL WITNESS POST, AND 2 FEET WEST OF
 PZ0119'A ROCK CAIRN.
 PZ0119'
 PZ0119'REFERENCE MARK NO. 1, STAMPED IDA 15-139 NO 1 1959, IS A STANDARD
 PZ0119'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1-INCH, 48
 PZ0119'FEET NORTHEAST OF THE WITNESS POST, AND 1 FOOT SOUTH OF A ROCK CAIRN.
 PZ0119'
 PZ0119'REFERENCE MARK NO. 2, STAMPED IDA 15-139 NO 2 1959, IS A STANDARD
 PZ0119'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2-INCHES, 24
 PZ0119'FEET SOUTH OF THE WITNESS POST, AND 1 FOOT NORTH OF A ROCK CAIRN.
 PZ0119'
 PZ0119'TRIANGULATION STATION IDA 15-138 1959 MAY BE USED FOR THE AZIMUTH
 PZ0119'MARK.  SEE RECOVERY NOTE THEREOF.
 PZ0119'
 PZ0119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH
 PZ0119'OF DUBOIS.
 PZ0119
 PZ0119                          STATION RECOVERY (1977)
 PZ0119
 PZ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PZ0119'REACHED FROM THE DUBOIS POST OFFICE BY GOING WEST ON MAIN STREET FOR
 PZ0119'0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT, TURN RIGHT, AND
 PZ0119'GO NORTH ON THE FREEWAY FOR 5.0 MILES TO THE EXIT TO THE U.S. SHEEP
 PZ0119'EXPERIMENT STATION, AT MILEPOST NO. 172. TAKE THE EXIT, AND GO 0.35
 PZ0119'MILE TO A T INTERSECTION, TURN LEFT, AND GO EAST FOR 150 FEET TO A
 PZ0119'GATE, AND TRACK ROAD ON THE LEFT, JUST BEFORE CROSSING THE RAILROAD
 PZ0119'TRACKS, TURN LEFT, PASS THRU THE GATE, AND GO NORTH ON THE TRACK ROAD
 PZ0119'FOR 0.7 MILE TO A BOARD GATE PASS THRU GATE, AND CONTINUE NORTH ON
 PZ0119'THE TRACK ROAD FOR 0.3 MILE, LEAVE THE TRACK ROAD BY GOING WEST CROSS
 PZ0119'COUNTRY FOR 0.1 MILE TO THE MARK 0.3 MILE NORTH OF AN EAST-WEST FENCE
 PZ0119'LINE, 260 FEET WEST OF THE TELEPHONE LINE, 235 FEET EAST OF THE EAST
 PZ0119'RIGHT-OF-WAY FENCE OF THE FREEWAY, AND 40.50 FEET SOUTHWEST OF IDA
 PZ0119'15-139 NO 1 1959, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 PZ0119'1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0121 ***********************************************************************
 PZ0121  DESIGNATION -  IDA 15 139 RM 1
 PZ0121  PID         -  PZ0121
 PZ0121  STATE/COUNTY-  ID/CLARK
 PZ0121  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0121
 PZ0121                         *CURRENT SURVEY CONTROL
 PZ0121  ___________________________________________________________________
 PZ0121* NAD 83(1986)-  44 15 35.     (N)    112 13 21.     (W)     SCALED    
 PZ0121* NAVD 88     -      1658.383  (meters)    5440.88   (feet)  ADJUSTED  
 PZ0121  ___________________________________________________________________
 PZ0121  GEOID HEIGHT-         -10.57  (meters)                     GEOID03
 PZ0121  DYNAMIC HT  -        1657.548 (meters)    5438.14  (feet)  COMP
 PZ0121  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 PZ0121
 PZ0121  VERT ORDER  -  FIRST     CLASS II
 PZ0121
 PZ0121.The horizontal coordinates were scaled from a topographic map and have
 PZ0121.an estimated accuracy of +/- 6 seconds.
 PZ0121
 PZ0121.The orthometric height was determined by differential leveling
 PZ0121.and adjusted by the National Geodetic Survey in June 1991..
 PZ0121
 PZ0121.The geoid height was determined by GEOID03.
 PZ0121
 PZ0121.The dynamic height is computed by dividing the NAVD 88
 PZ0121.geopotential number by the normal gravity value computed on the
 PZ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0121.degrees latitude (g = 980.6199 gals.).
 PZ0121
 PZ0121.The modeled gravity was interpolated from observed gravity values.
 PZ0121
 PZ0121;                    North         East    Units  Estimated Accuracy
 PZ0121;SPC ID E     -   288,050.      195,540.      MT  (+/- 180 meters Scaled)
 PZ0121
 PZ0121                          SUPERSEDED SURVEY CONTROL
 PZ0121
 PZ0121  NGVD 29 (??/??/92) 1657.219  (m)         5437.06   (f) ADJ UNCH    1 2
 PZ0121
 PZ0121.Superseded values are not recommended for survey control.
 PZ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0121.See file dsdata.txt to determine how the superseded data were derived.
 PZ0121
 PZ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ024014(NAD 83)
 PZ0121_MARKER: DR = REFERENCE MARK DISK
 PZ0121_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0121_SP_SET: LAVA OUTCROP
 PZ0121_STAMPING: IDA 15-139 NO 1 1959
 PZ0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0121+STABILITY: POSITION/ELEVATION WELL
 PZ0121
 PZ0121  HISTORY     - Date     Condition        Report By
 PZ0121  HISTORY     - 1959     MONUMENTED       CGS
 PZ0121  HISTORY     - 1967     GOOD             NGS
 PZ0121  HISTORY     - 1977     GOOD             NGS
 PZ0121
 PZ0121                          STATION DESCRIPTION
 PZ0121
 PZ0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0121'5.75 MI N FROM DUBOIS.
 PZ0121'5.75 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0121'AT DUBOIS, IN THE TOP OF THE NORTHEAST END OF A LAVA OUTCROP
 PZ0121'PROJECTING 0.2 FOOT ABOVE THE GROUND, 40.47 FEET NORTHEAST OF THE
 PZ0121'STATION, 363 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 PZ0121'HIGHWAY, 264 FEET EAST OF A FENCE, AND ABOUT LEVEL WITH THE STATION.
 PZ0121
 PZ0121                          STATION RECOVERY (1977)
 PZ0121
 PZ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PZ0121'REACHED FROM THE DUBOIS POST OFFICE BY GOING WEST ON MAIN STREET FOR
 PZ0121'0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT, TURN RIGHT, AND
 PZ0121'GO NORTH ON THE FREEWAY FOR 5.0 MILES TO EXIT NO 172. TAKE THE EXIT,
 PZ0121'AND GO 0.35 MILE TO A T INTERSECTION, TURN LEFT, AND GO EAST FOR 150
 PZ0121'FEET TO A GATE, AND TRACK ROAD ON THE LEFT, JUST BEFORE CROSSING THE
 PZ0121'RAILROAD TRACKS, TURN LEFT, AND GO NORTH ON THE TRACK ROAD FOR 0.7
 PZ0121'MILE TO A GATE, PASS THRU GATE, AND CONTINUE NORTH ON THE TRACK ROAD
 PZ0121'FOR 0.3 MILE, TURN LEFT, AND GO WEST CROSS COUNTRY FOR 0.1 MILE TO
 PZ0121'THE MARK, 240 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE FOR THE
 PZ0121'FREEWAY, 40.50 FEET NORTHEAST OF TRIANGULATION STATION IDA 15-139,
 PZ0121'AND 1-FOOT SOUTH OF A ROCK CAIRN, CEMENTED IN A DRILL HOLE IN BEDROCK
 PZ0121'THAT PROJECTS 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0120 ***********************************************************************
 PZ0120  DESIGNATION -  IDA 15 139 RM 2
 PZ0120  PID         -  PZ0120
 PZ0120  STATE/COUNTY-  ID/CLARK
 PZ0120  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0120
 PZ0120                         *CURRENT SURVEY CONTROL
 PZ0120  ___________________________________________________________________
 PZ0120* NAD 83(1986)-  44 15 35.     (N)    112 13 21.     (W)     SCALED    
 PZ0120* NAVD 88     -      1657.998  (meters)    5439.62   (feet)  ADJUSTED  
 PZ0120  ___________________________________________________________________
 PZ0120  GEOID HEIGHT-         -10.57  (meters)                     GEOID03
 PZ0120  DYNAMIC HT  -        1657.164 (meters)    5436.88  (feet)  COMP
 PZ0120  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 PZ0120
 PZ0120  VERT ORDER  -  FIRST     CLASS II
 PZ0120
 PZ0120.The horizontal coordinates were scaled from a topographic map and have
 PZ0120.an estimated accuracy of +/- 6 seconds.
 PZ0120
 PZ0120.The orthometric height was determined by differential leveling
 PZ0120.and adjusted by the National Geodetic Survey in June 1991..
 PZ0120
 PZ0120.The geoid height was determined by GEOID03.
 PZ0120
 PZ0120.The dynamic height is computed by dividing the NAVD 88
 PZ0120.geopotential number by the normal gravity value computed on the
 PZ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0120.degrees latitude (g = 980.6199 gals.).
 PZ0120
 PZ0120.The modeled gravity was interpolated from observed gravity values.
 PZ0120
 PZ0120;                    North         East    Units  Estimated Accuracy
 PZ0120;SPC ID E     -   288,050.      195,540.      MT  (+/- 180 meters Scaled)
 PZ0120
 PZ0120                          SUPERSEDED SURVEY CONTROL
 PZ0120
 PZ0120  NGVD 29 (??/??/92) 1656.834  (m)         5435.80   (f) ADJ UNCH    1 2
 PZ0120
 PZ0120.Superseded values are not recommended for survey control.
 PZ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0120.See file dsdata.txt to determine how the superseded data were derived.
 PZ0120
 PZ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ024014(NAD 83)
 PZ0120_MARKER: DR = REFERENCE MARK DISK
 PZ0120_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0120_SP_SET: LAVA OUTCROP
 PZ0120_STAMPING: IDA 15-139 NO 2 1959
 PZ0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0120+STABILITY: POSITION/ELEVATION WELL
 PZ0120
 PZ0120  HISTORY     - Date     Condition        Report By
 PZ0120  HISTORY     - 1959     MONUMENTED       CGS
 PZ0120  HISTORY     - 1967     GOOD             NGS
 PZ0120  HISTORY     - 1977     GOOD             NGS
 PZ0120
 PZ0120                          STATION DESCRIPTION
 PZ0120
 PZ0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0120'5.75 MI N FROM DUBOIS.
 PZ0120'5.75 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0120'AT DUBOIS, IN THE TOP OF A LAVA OUTCROP PROJECTING ABOUT 0.1 FOOT
 PZ0120'ABOVE THE GROUND, 38.17 FEET SOUTH-SOUTHEAST OF THE STATION, 362 FEET
 PZ0120'EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 263 FEET
 PZ0120'EAST OF A FENCE, AND ABOUT LEVEL WITH THE STATION.
 PZ0120
 PZ0120                          STATION RECOVERY (1977)
 PZ0120
 PZ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PZ0120'REACHED FROM THE DUBOIS POST OFFICE BY GOING WEST ON MAIN STREET FOR
 PZ0120'0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT, TURN RIGHT, AND
 PZ0120'GO NORTH ON THE FREEWAY FOR 5.0 MILES TO EXIT NO 172, TAKE THE EXIT,
 PZ0120'AND GO 0.35 MILE TO A T INTERSECTION, TURN LEFT, AND GO EAST FOR 150
 PZ0120'FEET TO A GATE, AND TRACK ROAD ON THE LEFT, JUST BEFORE CROSSING THE
 PZ0120'RAILROAD TRACKS, TURN LEFT, AND GO NORTH ON THE TRACK ROAD FOR 0.7
 PZ0120'MILE TO A GATE, PASS THRU THE GATE, AND CONTINUE NORTH ON THE TRACK
 PZ0120'ROAD FOR 0.3 MILE, TURN LEFT, AND GO WEST CROSS COUNTRY FOR 0.1 MILE
 PZ0120'TO THE MARK, 235 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE
 PZ0120'FREEWAY, 38.20 FEET SOUTH-SOUTHEAST OF IDA 15-139 1959, AND 1-FOOT
 PZ0120'NORTH OF A ROCK CAIRN, CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 PZ0120'PROJECTS 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0124 ***********************************************************************
 PZ0124  DESIGNATION -  IDA 15 140
 PZ0124  PID         -  PZ0124
 PZ0124  STATE/COUNTY-  ID/CLARK
 PZ0124  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0124
 PZ0124                         *CURRENT SURVEY CONTROL
 PZ0124  ___________________________________________________________________
 PZ0124* NAD 83(1992)-  44 16 40.72029(N)    112 12 53.82162(W)     ADJUSTED  
 PZ0124* NAVD 88     -      1680.439  (meters)    5513.24   (feet)  ADJUSTED  
 PZ0124  ___________________________________________________________________
 PZ0124  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 PZ0124  GEOID HEIGHT-         -10.50  (meters)                     GEOID03
 PZ0124  DYNAMIC HT  -        1679.585 (meters)    5510.44  (feet)  COMP
 PZ0124  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 PZ0124
 PZ0124  HORZ ORDER  -  SECOND
 PZ0124  VERT ORDER  -  FIRST     CLASS II
 PZ0124
 PZ0124.The horizontal coordinates were established by classical geodetic methods
 PZ0124.and adjusted by the National Geodetic Survey in July 1992..
 PZ0124
 PZ0124.The orthometric height was determined by differential leveling
 PZ0124.and adjusted by the National Geodetic Survey in June 1991..
 PZ0124
 PZ0124.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0124
 PZ0124.The geoid height was determined by GEOID03.
 PZ0124
 PZ0124.The dynamic height is computed by dividing the NAVD 88
 PZ0124.geopotential number by the normal gravity value computed on the
 PZ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0124.degrees latitude (g = 980.6199 gals.).
 PZ0124
 PZ0124.The modeled gravity was interpolated from observed gravity values.
 PZ0124
 PZ0124;                    North         East     Units Scale Factor Converg.
 PZ0124;SPC ID E     -   290,082.203   196,145.671   MT  0.99994755   -0 02 01.4
 PZ0124;UTM  12      - 4,903,465.675   403,048.169   MT  0.99971560   -0 50 53.8
 PZ0124
 PZ0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0124!SPC ID E     -   0.99973822  x   0.99994755  =   0.99968579
 PZ0124!UTM  12      -   0.99973822  x   0.99971560  =   0.99945390
 PZ0124
 PZ0124|---------------------------------------------------------------------|
 PZ0124| PID    Reference Object                     Distance      Geod. Az  |
 PZ0124|                                                           dddmmss.s |
 PZ0124| PZ0125 IDA 15 140 RM 1                      10.425 METERS 02053     |
 PZ0124| PZ0119 IDA 15 139                          APPROX. 2.1 KM 1962740.3 |
 PZ0124| PZ0123 IDA 15 140 RM 2                       6.886 METERS 24901     |
 PZ0124|---------------------------------------------------------------------|
 PZ0124
 PZ0124                          SUPERSEDED SURVEY CONTROL
 PZ0124
 PZ0124  NAD 83(1986)-  44 16 40.71870(N)    112 12 53.81055(W) AD(       ) 2
 PZ0124  NAD 27      -  44 16 41.03990(N)    112 12 50.85050(W) AD(       ) 2
 PZ0124  NGVD 29 (??/??/92) 1679.265  (m)         5509.39   (f) ADJ UNCH    1 2
 PZ0124
 PZ0124.Superseded values are not recommended for survey control.
 PZ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0124.See file dsdata.txt to determine how the superseded data were derived.
 PZ0124
 PZ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0304803466(NAD 83)
 PZ0124_MARKER: DS = TRIANGULATION STATION DISK
 PZ0124_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0124_SP_SET: LAVA OUTCROP
 PZ0124_STAMPING: IDA 15-140 1959
 PZ0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0124+STABILITY: POSITION/ELEVATION WELL
 PZ0124
 PZ0124  HISTORY     - Date     Condition        Report By
 PZ0124  HISTORY     - 1959     MONUMENTED       CGS
 PZ0124  HISTORY     - 1967     GOOD             CGS
 PZ0124  HISTORY     - 1967     GOOD             NGS
 PZ0124  HISTORY     - 1977     GOOD             NGS
 PZ0124  HISTORY     - 1977     GOOD             NGS
 PZ0124
 PZ0124                          STATION DESCRIPTION
 PZ0124
 PZ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0124'THE STATION IS 7-1/2 MILES NORTH OF DUBOIS, 5 MILES SOUTH
 PZ0124'OF SPENCER, 3 MILES NORTHWEST OF THE U.S. SHEEP EXPERMENTAL STATION
 PZ0124'AND ABOUT 250 FEET WEST OF THE UNION PACIFIC RAILROAD TRACKS
 PZ0124'ON A SLIGHT RISE OF THE FLAT PRAIRE LAND.
 PZ0124'
 PZ0124'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 PZ0124'91 AND STATE ROUTE 22 (0.9 MILE WEST OF DUBOIS), PROCEED
 PZ0124'NORTH ON U.S. HIGHWAY 91 FOR 5 MILES TO A SIDE ROAD ROAD
 PZ0124'RIGHT, TURN RIGHT, EAST, ONTO THE GRAVELED ROAD LEADING TO
 PZ0124'THE U.S. SHEEP EXPERMENTAL STATION FOR 1.2 MILES TO A WIRE
 PZ0124'GATE ON THE LEFT JUST BEFORE REACHING THE RAILROAD TRACKS,
 PZ0124'TURN LEFT, NORTH, THROUGH THE WIRE GATE, FOLLOWING THE TRACK
 PZ0124'ROAD ALONG THE WEST SIDE OF THE RAILROAD RIGHT OF WAY FENCE
 PZ0124'LINE FOR 0.7 MILE TO A WOODEN GATE, CONTINUE THROUGH THE GATE
 PZ0124'FOR 1.25 MILES TO A FORK, KEEP THE RIGHT FORK FOR 0.4 MILE
 PZ0124'TO TELEPHONE POLE 6, TURN LEFT, WEST, FOR ABOUT 125 FEET
 PZ0124'TO THE STATION SITE 15 FEET SOUTHEAST OF A METAL WITNESS
 PZ0124'POST WITH SIGN ATTACHED.
 PZ0124'
 PZ0124'THE STATION MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL
 PZ0124'HOLE FLUSH IN BEDROCK AND STAMPED IDA 15-140 1959.
 PZ0124'
 PZ0124'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 PZ0124'HOLE IN A BOULDER AND STAMPED IDA 15-140 NO 1 1959.  THE
 PZ0124'BOULDER PROJECTS ABOUT 1 FOOT ON THE WEST AND IS FLUSH TO
 PZ0124'THE EAST.
 PZ0124'
 PZ0124'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 PZ0124'HOLE IN BEDROCK AND STAMPED IDA 15-140 NO 2 1959.  THE BEDROCK
 PZ0124'SLOPES WESTERLY AND PROJECTS ABOUT 8 INCHES TO THE EAST.
 PZ0124'
 PZ0124'A 2-WHEEL DRIVE STATION.
 PZ0124
 PZ0124                          STATION RECOVERY (1967)
 PZ0124
 PZ0124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0124'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PZ0124'CONDITION AND ALL LEVELED OVER.
 PZ0124'
 PZ0124'TO REACH FROM THE DUBOIS OVERPASS OF INTERSTATE HIGHWAY 15 AT DUBOIS,
 PZ0124'GO 7.05 MILES NORTH ALONG THE INTERSTATE HIGHWAY 15.
 PZ0124'
 PZ0124'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED IDA
 PZ0124'15-140 1959.  3-1/2 POLES NORTH OF UNION PACIFIC RAILROAD MILEPOST
 PZ0124'242, IN THE TOP OF A LAVA OUTCROP, 260 FEET EAST OF THE CENTER LINE
 PZ0124'OF THE EAST LANES OF THE HIGHWAY, 13.5 FEET SOUTHEAST OF A WITNESS
 PZ0124'POST.
 PZ0124'
 PZ0124'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-140 NO 1
 PZ0124'1959.  34.18 FEET NORTH-NORTHEAST OF THE STATION, IN THE TOP OF A
 PZ0124'LAVA BOULDER.
 PZ0124'
 PZ0124'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-140 NO 2
 PZ0124'1959.  22.57 FEET WEST-SOUTHWEST OF THE STATION, 18.5 FEET SOUTH OF
 PZ0124'A WITNESS POST, IN THE TOP OF A LAVA OUTCROP PROJECTING ABOUT 1
 PZ0124'FOOT, AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 PZ0124'
 PZ0124'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 PZ0124'NORTH OF DUBOIS.
 PZ0124
 PZ0124                          STATION RECOVERY (1967)
 PZ0124
 PZ0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0124'7.05 MI N FROM DUBOIS.
 PZ0124'7.05 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0124'AT DUBOIS, 3 1/2 POLES NORTH AND ACROSS THE RAILROAD FROM THE UNION
 PZ0124'PACIFIC RAILROAD MILEPOLE 242, IN THE TOP OF A LAVA OUTCROP WHICH IS
 PZ0124'ABOUT FLUSH WITH THE GROUND, 260 FEET EAST OF THE CENTER LINE OF THE
 PZ0124'EAST LANES OF THE HIGWAY, 161.9 FEET EAST OF A FENCE, 34.18 FEET
 PZ0124'SOUTH-SOUTHWEST OF R.M. 1, 22.57 FEET EAST-NORTHEAST OF R.M. 2, 115.7
 PZ0124'FEET WEST OF A FENCE, 13.5 FEET EAST-SOUTHEAST OF A WITNESS POST, AND
 PZ0124'ABOUT LEVEL WITH THE HIGHWAY.
 PZ0124
 PZ0124                          STATION RECOVERY (1977)
 PZ0124
 PZ0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PZ0124'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 921.
 PZ0124'
 PZ0124'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 PZ0124'CONDITION.  A DIFFERENCE WAS FOUND IN THE HORIZONTAL ANGLE TO
 PZ0124'REFERENCE MAKR NO. 2.  LANDMARKS HAVE CHANGED, AND THE ORIGINAL
 PZ0124'DESCRIPTION IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 PZ0124'
 PZ0124'TO REACH THE STATION FROM THE DUBOIS POST OFFICE GO WEST ON MAIN
 PZ0124'STREET FOR 0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT,
 PZ0124'TURN RIGHT, AND GO NORTH ON THE FREEWAY FOR 5.0 MILES TO THE EXIT TO
 PZ0124'THE U.S. SHEEP EXPERIMENT STATION, AT MILEPOST NO. 172, TAKE THE
 PZ0124'EXIT, AND GO 0.35 MILE TO A T INTERSECTION, TURN LEFT, AND GO
 PZ0124'EAST FOR 150 FEET TO A GATE, AND TRACK ROAD ON THE LEFT, JUST
 PZ0124'BEFORE CROSSING THE RAILROAD TRACKS, TURN LEFT, AND GO
 PZ0124'NORTH ON THE TRACK ROAD FOR 0.7 MILE TO A BOARD GATE, PASS THRU
 PZ0124'THE GATE, AND GO NORTH ON THE TRACK ROAD FOR 1.7 MILES TO THE
 PZ0124'STATION ON THE LEFT.
 PZ0124'
 PZ0124'THE STATION MARK, STAMPED IDA 15-140 1959, IS A STANDARD DISK
 PZ0124'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2-INCHES, 0.3 MILE
 PZ0124'NORTHEAST OF HIGHWAY MILEPOST NO. 174, 0.15 MILE NORTHWEST
 PZ0124'OF RAILROAD MILEPOST NO. 242, 160 FEET EAST OF THE FREEWAY
 PZ0124'RIGHT-OF-WAY FENCE, 120 FEET WEST OF THE RAILROAD
 PZ0124'RIGHT-OF-WAY FENCE, 80 FEET WEST OF THE TRACK ROAD, AND 15 FEET
 PZ0124'SOUTHEAST OF A METAL WITNESS POST.
 PZ0124'
 PZ0124'REFERENCE MARK NO. 1, STAMPED IDA 15-140 NO 1 1959, IS A STANDARD
 PZ0124'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT PROJECTS
 PZ0124'8-INCHES, 33 FEET NORTHEAST OF THE WITNESS POST, AND 1 FOOT WEST
 PZ0124'OF A ROCK CAIRN.
 PZ0124'
 PZ0124'REFERENCE MARK NO. 2, STAMPED IDA 15-140 NO 2 1959, IS A STANDARD
 PZ0124'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 6-INCHES, 20
 PZ0124'FEET SOUTHWEST OF THE WITNESS POST, AND 1-FOOT NORTH OF A ROCK
 PZ0124'CAIRN.
 PZ0124'
 PZ0124'TRIANGULATION STATION IDA 15-139 1959 MAY BE USED FOR THE AZIMUTH
 PZ0124'MARK.  SEE RECOVERY NOTE THEREOF.
 PZ0124'
 PZ0124'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES NORTH
 PZ0124'OF DUBOIS.
 PZ0124
 PZ0124                          STATION RECOVERY (1977)
 PZ0124
 PZ0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PZ0124'REACHED FROM THE DUBOIS POST OFFICE BY GOING WEST ON MAIN STREET FOR
 PZ0124'0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT, TURN RIGHT, AND
 PZ0124'GO NORTH ON THE FREEWAY FOR 5.0 MILES TO THE EXIT TO THE U.S. SHEEP
 PZ0124'EXPERIMENT STATION, AT MILEPOST NO 172, TAKE THE EXIT, AND GO 0.35
 PZ0124'MILE TO A T INTERSECTION, TURN LEFT, AND GO EAST FOR 150 FEET TO A
 PZ0124'GATE, AND TRACK ROAD ON THE LEFT, TURN LEFT, AND GO NORTH ON THE
 PZ0124'TRACK ROAD FOR 0.7 MILE TO A BOARD GATE, PASS THRU THE GATE, AND
 PZ0124'CONTINUE NORTH ON THE TRACK ROAD FOR 1.7 MILES TO THE MARK ON THE
 PZ0124'LEFT, 0.3 MILE NORTHEAST OF HIGHWAY MILEPOST NO 174, 0.15 MILE
 PZ0124'NORTHWEST OF RAILROAD MILEPOST NO 242, 160 FEET EAST OF THE FREEWAY
 PZ0124'RIGHT-OF-WAY FENCE, 120 FEET WEST OF THE RAILROAD RIGHT-OF-WAY FENCE,
 PZ0124'AND 80 FEET WEST OF THE TRACK ROAD CEMENTED IN A DRILL HOLE IN
 PZ0124'BEDROCK THAT PROJECTS 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0125 ***********************************************************************
 PZ0125  DESIGNATION -  IDA 15 140 RM 1
 PZ0125  PID         -  PZ0125
 PZ0125  STATE/COUNTY-  ID/CLARK
 PZ0125  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0125
 PZ0125                         *CURRENT SURVEY CONTROL
 PZ0125  ___________________________________________________________________
 PZ0125* NAD 83(1986)-  44 16 41.     (N)    112 12 54.     (W)     SCALED    
 PZ0125* NAVD 88     -      1680.809  (meters)    5514.45   (feet)  ADJUSTED  
 PZ0125  ___________________________________________________________________
 PZ0125  GEOID HEIGHT-         -10.50  (meters)                     GEOID03
 PZ0125  DYNAMIC HT  -        1679.954 (meters)    5511.65  (feet)  COMP
 PZ0125  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 PZ0125
 PZ0125  VERT ORDER  -  FIRST     CLASS II
 PZ0125
 PZ0125.The horizontal coordinates were scaled from a topographic map and have
 PZ0125.an estimated accuracy of +/- 6 seconds.
 PZ0125
 PZ0125.The orthometric height was determined by differential leveling
 PZ0125.and adjusted by the National Geodetic Survey in June 1991..
 PZ0125
 PZ0125.The geoid height was determined by GEOID03.
 PZ0125
 PZ0125.The dynamic height is computed by dividing the NAVD 88
 PZ0125.geopotential number by the normal gravity value computed on the
 PZ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0125.degrees latitude (g = 980.6199 gals.).
 PZ0125
 PZ0125.The modeled gravity was interpolated from observed gravity values.
 PZ0125
 PZ0125;                    North         East    Units  Estimated Accuracy
 PZ0125;SPC ID E     -   290,090.      196,140.      MT  (+/- 180 meters Scaled)
 PZ0125
 PZ0125                          SUPERSEDED SURVEY CONTROL
 PZ0125
 PZ0125  NGVD 29 (??/??/92) 1679.634  (m)         5510.60   (f) ADJ UNCH    1 2
 PZ0125
 PZ0125.Superseded values are not recommended for survey control.
 PZ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0125.See file dsdata.txt to determine how the superseded data were derived.
 PZ0125
 PZ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ030034(NAD 83)
 PZ0125_MARKER: DR = REFERENCE MARK DISK
 PZ0125_SETTING: 80 = SET IN A BOULDER
 PZ0125_SP_SET: BOULDER
 PZ0125_STAMPING: IDA 15-140 R.M. NO 1 1959
 PZ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0125+STABILITY: SURFACE MOTION
 PZ0125
 PZ0125  HISTORY     - Date     Condition        Report By
 PZ0125  HISTORY     - 1959     MONUMENTED       CGS
 PZ0125  HISTORY     - 1967     GOOD             NGS
 PZ0125  HISTORY     - 1977     GOOD             NGS
 PZ0125
 PZ0125                          STATION DESCRIPTION
 PZ0125
 PZ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0125'7.05 MI N FROM DUBOIS.
 PZ0125'7.05 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0125'AT DUBOIS, IN THE TOP OF A LAVA BOULDER PROJECTING ABOUT 1 FOOT ABOVE
 PZ0125'THE GROUND, 261 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 PZ0125'HIGHWAY, 162.8 FEET EAST OF A FENCE, 34.18 FEET NORTH-NORTHEAST OF THE
 PZ0125'STATION, 112.7 FEET WEST OF A FENCE, AND ABOUT 1 FOOT HIGHER THAN THE
 PZ0125'STATION.
 PZ0125
 PZ0125                          STATION RECOVERY (1977)
 PZ0125
 PZ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PZ0125'REACHED FROM THE DUBOIS POST OFFICE BY GOING WEST ON MAIN STREET FOR
 PZ0125'0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT, TURN RIGHT, AND
 PZ0125'GO NORTH ON THE FREEWAY FOR 5.0 MILES TO THE FIRST EXIT AT MILEPOST
 PZ0125'NO 172, TAKE THE EXIT, AND GO 0.35 MILE TO A T INTERSECTION, TURN
 PZ0125'LEFT, AND GO EAST FOR 150 FEET TO A GATE, AND TRACK ROAD ON THE LEFT,
 PZ0125'TURN LEFT, AND GO NORTH ON THE TRACK ROAD FOR 0.7 MILE TO A BOARD
 PZ0125'GATE PASS THRU GATE, AND CONTINUE NORTH ON THE TRACK ROAD FOR 1.7
 PZ0125'MILES TO THE MARK ON THE LEFT, 34.21 FEET NORTH-NORTHWEST OF IDA
 PZ0125'15-140 1959, AND 1-FOOT WEST OF A ROCK CAIRN CEMENTED IN A DRILL HOLE
 PZ0125'IN A 2 BY 2 FOOT BOULDER THAT PROJECTS 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0123 ***********************************************************************
 PZ0123  DESIGNATION -  IDA 15 140 RM 2
 PZ0123  PID         -  PZ0123
 PZ0123  STATE/COUNTY-  ID/CLARK
 PZ0123  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0123
 PZ0123                         *CURRENT SURVEY CONTROL
 PZ0123  ___________________________________________________________________
 PZ0123* NAD 83(1986)-  44 16 41.     (N)    112 12 54.     (W)     SCALED    
 PZ0123* NAVD 88     -      1680.400  (meters)    5513.11   (feet)  ADJUSTED  
 PZ0123  ___________________________________________________________________
 PZ0123  GEOID HEIGHT-         -10.50  (meters)                     GEOID03
 PZ0123  DYNAMIC HT  -        1679.546 (meters)    5510.31  (feet)  COMP
 PZ0123  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 PZ0123
 PZ0123  VERT ORDER  -  FIRST     CLASS II
 PZ0123
 PZ0123.The horizontal coordinates were scaled from a topographic map and have
 PZ0123.an estimated accuracy of +/- 6 seconds.
 PZ0123
 PZ0123.The orthometric height was determined by differential leveling
 PZ0123.and adjusted by the National Geodetic Survey in June 1991..
 PZ0123
 PZ0123.The geoid height was determined by GEOID03.
 PZ0123
 PZ0123.The dynamic height is computed by dividing the NAVD 88
 PZ0123.geopotential number by the normal gravity value computed on the
 PZ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0123.degrees latitude (g = 980.6199 gals.).
 PZ0123
 PZ0123.The modeled gravity was interpolated from observed gravity values.
 PZ0123
 PZ0123;                    North         East    Units  Estimated Accuracy
 PZ0123;SPC ID E     -   290,090.      196,140.      MT  (+/- 180 meters Scaled)
 PZ0123
 PZ0123                          SUPERSEDED SURVEY CONTROL
 PZ0123
 PZ0123  NGVD 29 (??/??/92) 1679.225  (m)         5509.26   (f) ADJ UNCH    1 2
 PZ0123
 PZ0123.Superseded values are not recommended for survey control.
 PZ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0123.See file dsdata.txt to determine how the superseded data were derived.
 PZ0123
 PZ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ030034(NAD 83)
 PZ0123_MARKER: DR = REFERENCE MARK DISK
 PZ0123_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0123_SP_SET: LAVA OUTCROP
 PZ0123_STAMPING: IDA 15-140 NO 2 1959
 PZ0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0123+STABILITY: POSITION/ELEVATION WELL
 PZ0123
 PZ0123  HISTORY     - Date     Condition        Report By
 PZ0123  HISTORY     - 1959     MONUMENTED       CGS
 PZ0123  HISTORY     - 1967     GOOD             NGS
 PZ0123  HISTORY     - 1977     GOOD             NGS
 PZ0123
 PZ0123                          STATION DESCRIPTION
 PZ0123
 PZ0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0123'7.05 MI N FROM DUBOIS.
 PZ0123'7.05 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE DUBOIS OVERPASS
 PZ0123'AT DUBOIS, IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 1 FOOT
 PZ0123'ABOVE THE GROUND, 243 1/2 FEET EAST OF THE CENTER LINE OF THE EAST
 PZ0123'LANES OF THE HIGHWAY, 145.4 FEET EAST OF A FENCE, 22.57 FEET
 PZ0123'WEST-SOUTHWEST OF THE STATION, 134.1 FEET WEST OF A FENCE, 18.5 FEET
 PZ0123'SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 PZ0123
 PZ0123                          STATION RECOVERY (1977)
 PZ0123
 PZ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PZ0123'REACHED FROM THE DUBOIS POST OFFICE BY GOING WEST ON MAIN STREET FOR
 PZ0123'0.4 MILE TO THE ENTRANCE TO THE FREEWAY ON THE RIGHT, TURN RIGHT, AND
 PZ0123'GO NORTH ON THE FREEWAY FOR 5.0 MILES TO THE FIRST EXIT, AT MILEPOST
 PZ0123'NO 172, TAKE THE EXIT, AND GO 0.35 MILE TO A T INTERSECTION, TURN
 PZ0123'LEFT, AND GO EAST FOR 150 FEET TO A GATE, AND TRACK ROAD ON THE LEFT,
 PZ0123'TURN LEFT, AND GO NORTH ON THE TRACK ROAD FOR 0.7 MILE TO A BOARD
 PZ0123'GATE PASS THRU THE GATE, AND CONTINUE NORTH ON THE TRACK ROAD FOR 1.7
 PZ0123'MILES TO THE MARK ON THE LEFT, 22.60 FEET WEST-SOUTHWEST OF IDA
 PZ0123'15-140 1959, AND 1-FOOT NORTH OF A ROCK CAIRN CEMENTED IN A DRILL
 PZ0123'HOLE IN BEDROCK THAT PROJECTS 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0647 ***********************************************************************
 PZ0647  DESIGNATION -  IDA 15 142
 PZ0647  PID         -  PZ0647
 PZ0647  STATE/COUNTY-  ID/CLARK
 PZ0647  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0647
 PZ0647                         *CURRENT SURVEY CONTROL
 PZ0647  ___________________________________________________________________
 PZ0647* NAD 83(1992)-  44 20 41.92803(N)    112 10 28.01036(W)     ADJUSTED  
 PZ0647* NAVD 88     -      1824.9    (meters)    5987.     (feet)  VERTCON   
 PZ0647  ___________________________________________________________________
 PZ0647  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 PZ0647  GEOID HEIGHT-         -10.22  (meters)                     GEOID03
 PZ0647
 PZ0647  HORZ ORDER  -  SECOND
 PZ0647
 PZ0647.The horizontal coordinates were established by classical geodetic methods
 PZ0647.and adjusted by the National Geodetic Survey in July 1992..
 PZ0647
 PZ0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0647
 PZ0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0647
 PZ0647.The geoid height was determined by GEOID03.
 PZ0647
 PZ0647;                    North         East     Units Scale Factor Converg.
 PZ0647;SPC ID E     -   297,525.873   199,379.603   MT  0.99994737   -0 00 19.6
 PZ0647;UTM  12      - 4,910,860.846   406,386.871   MT  0.99970777   -0 49 15.5
 PZ0647
 PZ0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0647!SPC ID E     -   0.99971554  x   0.99994737  =   0.99966292
 PZ0647!UTM  12      -   0.99971554  x   0.99970777  =   0.99942339
 PZ0647
 PZ0647|---------------------------------------------------------------------|
 PZ0647| PID    Reference Object                     Distance      Geod. Az  |
 PZ0647|                                                           dddmmss.s |
 PZ0647| CN3739 IDA 15 142 RM 1                      15.504 METERS 06830     |
 PZ0647| CN3740 IDA 15 142 RM 2                      15.769 METERS 20537     |
 PZ0647| PZ0656 POCATELLO BUTTE AWY BCN 25          APPROX. 4.0 KM 3362315.3 |
 PZ0647|---------------------------------------------------------------------|
 PZ0647
 PZ0647                          SUPERSEDED SURVEY CONTROL
 PZ0647
 PZ0647  NAD 83(1986)-  44 20 41.92768(N)    112 10 27.99954(W) AD(       ) 2
 PZ0647  NAD 27      -  44 20 42.24640(N)    112 10 25.03560(W) AD(       ) 2
 PZ0647  NGVD 29 (07/19/86) 1823.7    (m)         5983.     (f) VERT ANG       
 PZ0647
 PZ0647.Superseded values are not recommended for survey control.
 PZ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0647.See file dsdata.txt to determine how the superseded data were derived.
 PZ0647
 PZ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0638710861(NAD 83)
 PZ0647_MARKER: DS = TRIANGULATION STATION DISK
 PZ0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0647
 PZ0647  HISTORY     - Date     Condition        Report By
 PZ0647  HISTORY     - 1959     MONUMENTED       CGS
 PZ0647
 PZ0647                          STATION DESCRIPTION
 PZ0647
 PZ0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0647'THE STATION IS ABOUT 1 MILE SOUTH-SOUTHEAST OF SPENCER ON
 PZ0647'THE SUMMIT OF A LONE BARREN BUTTE BETWEEN THE RAILROAD TRACKS
 PZ0647'AND BEAVER CREEK.
 PZ0647'
 PZ0647'TO REACH FROM THE POST OFFICE AT SPENCER GO SOUTH ON U.S. HIGHWAY
 PZ0647'91 FOR 0.7 MILE TO BENCH MARK J 89 ON THE LEFT.  CONTINUE
 PZ0647'SOUTH ON THE HIGHWAY FOR 0.1 MILE TO A TRACK ROAD LEFT, ABOUT
 PZ0647'50 FEET SOUTH OF HIGHWAY MILE POLE 193.  TURN LEFT, EAST,
 PZ0647'AND GO 0.05 MILE TO A WOODEN GATE IN THE RAILROAD RIGHT-OF-WAY
 PZ0647'FENCE LINE.  PASS THRU GATE, THENCE LEFT, NORTH, ALONG THE
 PZ0647'WEST SIDE OF THE RAILROAD TRACKS FOR 0.05 MILE TO A RAILROAD
 PZ0647'CROSSING AND A WOODEN GATE ON THE EAST SIDE OF THE TRACKS.
 PZ0647'CROSS TRACKS, PASS THRU GATE AND GO EAST ALONG THE SOUTH SIDE OF
 PZ0647'A FENCE LINE TO A DIM TRACK ROAD LEADING SOUTH.  THE
 PZ0647'DISTANCE FROM THE TRACKS TO THE DIM TRACK ROAD IS 0.05 MILE.
 PZ0647'TURN RIGHT, SOUTH, ON DIM TRACK ROAD AND GO 0.4 MILE TO
 PZ0647'THE SUMMIT OF THE LONE BUTTE AND THE STATION.
 PZ0647'
 PZ0647'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-142 1959, IS
 PZ0647'A STANDARD DISK SET IN A CONCRETE POST PROJECTING 8 INCHES
 PZ0647'AND IS 10 FEET NORTH OF A SMALL ROCK PILE.
 PZ0647'
 PZ0647'REFERENCE MARK NO. 1, STAMPED IDA 15-142 NO 1 1959, IS A STANDARD
 PZ0647'DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS ABOUT 3
 PZ0647'FEET LOWER THAN THE STATION.
 PZ0647'
 PZ0647'REFERENCE MARK NO. 2, STAMPED IDA 15-142 NO 2 1959, IS A
 PZ0647'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS ABOUT
 PZ0647'2 FEET LOWER THAN THE STATION.
 PZ0647'
 PZ0647'THE BENCH MARK, STAMPED J 89 1959, IS A STANDARD DISK SET
 PZ0647'IN A DRILL HOLE IN BEDROCK PROJECTING 6 INCHES, 0.1 MILE
 PZ0647'NORTH OF HIGHWAY MILE POLE 193, 76 FEET EAST OF THE CENTERLINE
 PZ0647'OF THE HIGHWAY AND 51 FEET WEST OF A RAILROAD SNOW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0652 ***********************************************************************
 PZ0652  DESIGNATION -  IDA 15 143
 PZ0652  PID         -  PZ0652
 PZ0652  STATE/COUNTY-  ID/CLARK
 PZ0652  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0652
 PZ0652                         *CURRENT SURVEY CONTROL
 PZ0652  ___________________________________________________________________
 PZ0652* NAD 83(1992)-  44 22 39.67402(N)    112 11 16.60446(W)     ADJUSTED  
 PZ0652* NAVD 88     -      1854.7    (meters)    6085.     (feet)  VERTCON   
 PZ0652  ___________________________________________________________________
 PZ0652  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 PZ0652  GEOID HEIGHT-         -10.10  (meters)                     GEOID03
 PZ0652
 PZ0652  HORZ ORDER  -  SECOND
 PZ0652
 PZ0652.The horizontal coordinates were established by classical geodetic methods
 PZ0652.and adjusted by the National Geodetic Survey in July 1992..
 PZ0652
 PZ0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0652
 PZ0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0652
 PZ0652.The geoid height was determined by GEOID03.
 PZ0652
 PZ0652;                    North         East     Units Scale Factor Converg.
 PZ0652;SPC ID E     -   301,160.276   198,304.244   MT  0.99994740   -0 00 53.6
 PZ0652;UTM  12      - 4,914,509.320   405,363.610   MT  0.99971014   -0 49 51.2
 PZ0652
 PZ0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0652!SPC ID E     -   0.99971085  x   0.99994740  =   0.99965826
 PZ0652!UTM  12      -   0.99971085  x   0.99971014  =   0.99942107
 PZ0652
 PZ0652:                Primary Azimuth Mark                     Grid Az
 PZ0652:SPC ID E     -  IDA 15 143 AZ MK                         168 45 15.3
 PZ0652:UTM  12      -  IDA 15 143 AZ MK                         169 34 12.9
 PZ0652
 PZ0652|---------------------------------------------------------------------|
 PZ0652| PID    Reference Object                     Distance      Geod. Az  |
 PZ0652|                                                           dddmmss.s |
 PZ0652| CN3741 IDA 15 143 AZ MK                                   1684421.7 |
 PZ0652| CN3742 IDA 15 143 RM 1                       9.094 METERS 25641     |
 PZ0652| CN3743 IDA 15 143 RM 2                       7.321 METERS 31555     |
 PZ0652|---------------------------------------------------------------------|
 PZ0652
 PZ0652                          SUPERSEDED SURVEY CONTROL
 PZ0652
 PZ0652  NAD 83(1986)-  44 22 39.67374(N)    112 11 16.59414(W) AD(       ) 2
 PZ0652  NAD 27      -  44 22 39.99260(N)    112 11 13.62330(W) AD(       ) 2
 PZ0652  NGVD 29 (07/19/86) 1853.5    (m)         6081.     (f) VERT ANG       
 PZ0652
 PZ0652.Superseded values are not recommended for survey control.
 PZ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0652.See file dsdata.txt to determine how the superseded data were derived.
 PZ0652
 PZ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0536414509(NAD 83)
 PZ0652_MARKER: DS = TRIANGULATION STATION DISK
 PZ0652_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0652_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 PZ0652
 PZ0652  HISTORY     - Date     Condition        Report By
 PZ0652  HISTORY     - 1959     MONUMENTED       CGS
 PZ0652
 PZ0652                          STATION DESCRIPTION
 PZ0652
 PZ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0652'THE STATION IS ON THE EAST SLOPE OF A PROMINENT EAST-WEST BRUSH
 PZ0652'AND TIMBER COVERED RIDGE, 7 MILES SOUTH-SOUTHEAST OF HUMPHREY, 1.2
 PZ0652'MILES NORTH-NORTHWEST OF SPENCER AND 0.25 MILE WEST OF U.S.
 PZ0652'HIGHWAY 91.  IT IS 40 YARDS EAST OF A NORTH-SOUTH TELEPHONE
 PZ0652'LINE WHICH CROSSES THE SUMMIT OF THE RIDGE.
 PZ0652'
 PZ0652'TO REACH THE STATION FROM THE POST OFFICE IN SPENCER, DRIVE
 PZ0652'NORTH ON U.S. HIGHWAY 91 FOR 1.2 MILES TO TELEPHONE POLE
 PZ0652'NO. 2 ON THE LEFT AND HIGHWAY MILE POST NO. 195 ON THE RIGHT.
 PZ0652'WITH A 4-WHEEL-DRIVE VEHICLE, TURN LEFT OFF THE HIGHWAY AND
 PZ0652'DRIVE WEST AND NORTHWEST ON DIM TRACKS UP THE STEEP BRUSH AND
 PZ0652'ROCK COVERED SLOPE FOR 0.25 MILE TO THE STATION.
 PZ0652'
 PZ0652'THE STATION MARK IS A STANDARD DISK, STAMPED IDA 15 - 143 1959,
 PZ0652'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH SLOPES TO THE EAST AND
 PZ0652'IS FLUSH ON THE WEST SIDE.  IT IS 6.2 FEET NORTHEAST OF A
 PZ0652'METAL WITNESS POST WITH SIGN.
 PZ0652'
 PZ0652'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED IDA 15 - 143 NO 1
 PZ0652'1959, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 PZ0652'THE SURFACE OF THE GROUND.  IT IS ABOUT 10 INCHES HIGHER
 PZ0652'IN ELEVATION THAN THE STATION MARK.
 PZ0652'
 PZ0652'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED IDA 15 - 143 NO 2
 PZ0652'1959, CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 PZ0652'3 INCHES ON THE NORTH SIDE AND IS FLUSH ON THE SOUTH SIDE.
 PZ0652'IT IS ABOUT 14 INCHES HIGHER IN ELEVATION THAN THE STATION
 PZ0652'MARK.
 PZ0652'
 PZ0652'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED IDA 15 - 143
 PZ0652'1959, CEMENTED IN THE TOP OF A LARGE BOULDER WHICH PROJECTS
 PZ0652'ABOUT 36 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ON
 PZ0652'THE EAST EDGE OF A BRUSH COVERED BENCH WHICH EXTENDS EAST
 PZ0652'FROM THE STATION HILL AND OVERLOOKS U.S. HIGHWAY 91.
 PZ0652'
 PZ0652'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK WEST 40
 PZ0652'YARDS TO THE TELEPHONE LINE.  CONTINUE SOUTH ALONG THE TELEPHONE
 PZ0652'LINE FOR 0.25 MILE (ABOUT 9 TELEPHONE POLES.) THENCE TURN LEFT
 PZ0652'AND PACK EAST DOWN THE BRUSH COVERED SLOPE FOR 100 YARDS
 PZ0652'TO A PROMINENT BOULDER AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0654 ***********************************************************************
 PZ0654  DESIGNATION -  IDA 15 144
 PZ0654  PID         -  PZ0654
 PZ0654  STATE/COUNTY-  ID/CLARK
 PZ0654  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0654
 PZ0654                         *CURRENT SURVEY CONTROL
 PZ0654  ___________________________________________________________________
 PZ0654* NAD 83(1992)-  44 24 07.28244(N)    112 11 54.28401(W)     ADJUSTED  
 PZ0654* NAVD 88     -      1854.9    (meters)    6086.     (feet)  VERTCON   
 PZ0654  ___________________________________________________________________
 PZ0654  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 PZ0654  GEOID HEIGHT-         -10.03  (meters)                     GEOID03
 PZ0654
 PZ0654  HORZ ORDER  -  SECOND
 PZ0654
 PZ0654.The horizontal coordinates were established by classical geodetic methods
 PZ0654.and adjusted by the National Geodetic Survey in July 1992..
 PZ0654
 PZ0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0654
 PZ0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0654
 PZ0654.The geoid height was determined by GEOID03.
 PZ0654
 PZ0654;                    North         East     Units Scale Factor Converg.
 PZ0654;SPC ID E     -   303,864.580   197,471.198   MT  0.99994745   -0 01 20.0
 PZ0654;UTM  12      - 4,917,224.575   404,569.358   MT  0.99971200   -0 50 18.9
 PZ0654
 PZ0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0654!SPC ID E     -   0.99971081  x   0.99994745  =   0.99965827
 PZ0654!UTM  12      -   0.99971081  x   0.99971200  =   0.99942289
 PZ0654
 PZ0654|---------------------------------------------------------------------|
 PZ0654| PID    Reference Object                     Distance      Geod. Az  |
 PZ0654|                                                           dddmmss.s |
 PZ0654| PZ0655 I15 3 50                             14.974 METERS 15126     |
 PZ0654| PZ0146 IDA 15 144 AZ MK                                   1670112.2 |
 PZ0654| CN3744 IDA 15 144 RM 1                                    21046     |
 PZ0654|---------------------------------------------------------------------|
 PZ0654
 PZ0654                          SUPERSEDED SURVEY CONTROL
 PZ0654
 PZ0654  NAD 83(1986)-  44 24 07.28220(N)    112 11 54.27405(W) AD(       ) 2
 PZ0654  NAD 27      -  44 24 07.59970(N)    112 11 51.29780(W) AD(       ) 2
 PZ0654  NGVD 29 (07/19/86) 1853.7    (m)         6082.     (f) VERT ANG       
 PZ0654
 PZ0654.Superseded values are not recommended for survey control.
 PZ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0654.See file dsdata.txt to determine how the superseded data were derived.
 PZ0654
 PZ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0456917225(NAD 83)
 PZ0654_MARKER: DS = TRIANGULATION STATION DISK
 PZ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0654
 PZ0654  HISTORY     - Date     Condition        Report By
 PZ0654  HISTORY     - 1959     MONUMENTED       CGS
 PZ0654
 PZ0654                          STATION DESCRIPTION
 PZ0654
 PZ0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0654'THE STATION IS 3 MILES NORTHERLY ALONG U.S. HIGHWAY 91 FROM
 PZ0654'THE POST OFFICE IN SPENCER, 0.15 MILE NORTHWEST OF A TELEPHONE
 PZ0654'RELAY BUILDING, 0.15 MILE NORTH OF THOMAS DRAW AND ON THE
 PZ0654'SUMMIT OF A FLAT BENCH, SOMETIME PAST USED FOR AN AIRPORT,
 PZ0654'0.15 MILE WEST OF THE CENTER OF U.S. HIGHWAY 91.
 PZ0654'
 PZ0654'TO REACH THE STATION FROM THE POST OFFICE IN SPENCER, GO NORTH
 PZ0654'ON U.S. HIGHWAY 91 FOR 2.05 MILES TO A BLADED Y FORK AND THE
 PZ0654'AZIMUTH MARK ON THE LEFT, WEST, SIDE OF THE HIGHWAY, CONTINUE
 PZ0654'NORTH ON U.S. HIGHWAY 91 FOR 0.85 MILE TO A DRIVEWAY TO A
 PZ0654'TELEPHONE RELAY BUILDING ON THE LEFT, TURN LEFT, WEST, THENCE
 PZ0654'SHARP RIGHT BEFORE ENTERING THE BUILDING GROUNDS TO A TRACK
 PZ0654'ROAD LEADING NORTH UP THE SLOPE TO THE POWER AND TELEPHONE
 PZ0654'LINES FOR 0.15 MILE ALONG THE POWER LINE ROAD TO POLE 6 AND
 PZ0654'A DIM ROAD LEFT, TURN LEFT, WEST, FOR 0.05 MILE TO THE
 PZ0654'STATION SITE 6.7 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 PZ0654'WITH SIGN ATTACHED.
 PZ0654'
 PZ0654'THE STATION, WITH UNDERGROUND MARK IS A STANDARD DISK SET
 PZ0654'IN A SQUARE CONCRETE POST PROJECTING 8 INCHES AND STAMPED
 PZ0654'IDA 15-144 1959.
 PZ0654'
 PZ0654'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 PZ0654'POST PROJECTING 8 INCHES AND STAMPED IDA 15-144 NO 1 1959.
 PZ0654'
 PZ0654'I-15-3 50 BM, A DISK OF THE IDAHO DEPARTMENT OF PUBLIC WORKS
 PZ0654'IS SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS FLUSH WITH THE
 PZ0654'GROUND AND IS 8.5 FEET NORTHEAST OF A METAL WITNESS POST.
 PZ0654'THIS POINT IS A PICTURE POINT USED FOR THE SURVEY OF THE
 PZ0654'ROUTE OF THE INTERSTATE HIGHWAY AND IS STAMPED I-15-3 50 BM.
 PZ0654'
 PZ0654'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 PZ0654'A BOULDER PROJECTING 3 INCHES.  IT IS 116 FEET WEST-SOUTHWEST
 PZ0654'OF THE CENTER LINE OF U.S. HIGHWAY 91, 5.2 FEET EAST-NORTHEAST
 PZ0654'OF A METAL WITNESS POST WITH SIGN ATTACHED AND IS MIDWAY
 PZ0654'BETWEEN TELEPHONE POLES NUMBERED 9 AND 2420.  IT IS ABOUT
 PZ0654'30 FEET HIGHER THAN THE SURFACE OF THE HIGHWAY.
 PZ0654'
 PZ0654'A 2-WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0146 ***********************************************************************
 PZ0146  DESIGNATION -  IDA 15 144 AZ MK
 PZ0146  PID         -  PZ0146
 PZ0146  STATE/COUNTY-  ID/CLARK
 PZ0146  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0146
 PZ0146                         *CURRENT SURVEY CONTROL
 PZ0146  ___________________________________________________________________
 PZ0146* NAD 83(1986)-  44 23 14.     (N)    112 11 36.     (W)     SCALED    
 PZ0146* NAVD 88     -      1818.450  (meters)    5966.03   (feet)  ADJUSTED  
 PZ0146  ___________________________________________________________________
 PZ0146  GEOID HEIGHT-         -10.07  (meters)                     GEOID03
 PZ0146  DYNAMIC HT  -        1817.484 (meters)    5962.86  (feet)  COMP
 PZ0146  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 PZ0146
 PZ0146  VERT ORDER  -  FIRST     CLASS II
 PZ0146
 PZ0146.The horizontal coordinates were scaled from a topographic map and have
 PZ0146.an estimated accuracy of +/- 6 seconds.
 PZ0146
 PZ0146.The orthometric height was determined by differential leveling
 PZ0146.and adjusted by the National Geodetic Survey in June 1991..
 PZ0146
 PZ0146.The geoid height was determined by GEOID03.
 PZ0146
 PZ0146.The dynamic height is computed by dividing the NAVD 88
 PZ0146.geopotential number by the normal gravity value computed on the
 PZ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0146.degrees latitude (g = 980.6199 gals.).
 PZ0146
 PZ0146.The modeled gravity was interpolated from observed gravity values.
 PZ0146
 PZ0146;                    North         East    Units  Estimated Accuracy
 PZ0146;SPC ID E     -   302,220.      197,880.      MT  (+/- 180 meters Scaled)
 PZ0146
 PZ0146                          SUPERSEDED SURVEY CONTROL
 PZ0146
 PZ0146  NGVD 29 (??/??/92) 1817.219  (m)         5961.99   (f) ADJ UNCH    1 2
 PZ0146
 PZ0146.Superseded values are not recommended for survey control.
 PZ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0146.See file dsdata.txt to determine how the superseded data were derived.
 PZ0146
 PZ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ049155(NAD 83)
 PZ0146_MARKER: DZ = AZIMUTH MARK DISK
 PZ0146_SETTING: 80 = SET IN A BOULDER
 PZ0146_SP_SET: BOULDER
 PZ0146_STAMPING: IDA 15-144 1959
 PZ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0146+STABILITY: SURFACE MOTION
 PZ0146
 PZ0146  HISTORY     - Date     Condition        Report By
 PZ0146  HISTORY     - 1959     MONUMENTED       CGS
 PZ0146  HISTORY     - 1967     GOOD             NGS
 PZ0146
 PZ0146                          STATION DESCRIPTION
 PZ0146
 PZ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0146'2.1 MI N FROM SPENCER.
 PZ0146'2.1 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER, 0.1
 PZ0146'MILE NORTHWEST OF THE CROSSING OF A TELEPHONE LINE, AT THE JUNCTION OF
 PZ0146'A TRACK ROAD NORTHWEST, ON THE OUTSIDE OF A LONG CURVE, IN THE TOP OF
 PZ0146'A 2- BY 2 1/2-FOOT BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE GROUND,
 PZ0146'115 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE CENTER LINE OF THE
 PZ0146'HIGHWAY, 87 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5.2 FEET
 PZ0146'NORTHEAST OF A WITNESS POST, AND ABOUT 12 FEET HIGHER THAN THE
 PZ0146'HIGHWAY.  NOTE-- TO REACH FROM BENCH MARK F 8 GO 0.25 MILE NORTH ALONG
 PZ0146'THE UNION PACIFIC RAILROAD TO SIGNALS, THENCE 0.2 MILE WEST ACROSS
 PZ0146'COUNTRY, THENCE 0.2 MILE NORTH ALONG U.S. HIGHWAY 91.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0152 ***********************************************************************
 PZ0152  DESIGNATION -  IDA 15 145
 PZ0152  PID         -  PZ0152
 PZ0152  STATE/COUNTY-  ID/CLARK
 PZ0152  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0152
 PZ0152                         *CURRENT SURVEY CONTROL
 PZ0152  ___________________________________________________________________
 PZ0152* NAD 83(1992)-  44 25 24.54095(N)    112 12 21.16611(W)     ADJUSTED  
 PZ0152* NAVD 88     -      1928.240  (meters)    6326.23   (feet)  ADJUSTED  
 PZ0152  ___________________________________________________________________
 PZ0152  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 PZ0152  GEOID HEIGHT-          -9.99  (meters)                     GEOID03
 PZ0152  DYNAMIC HT  -        1927.197 (meters)    6322.81  (feet)  COMP
 PZ0152  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 PZ0152
 PZ0152  HORZ ORDER  -  SECOND
 PZ0152  VERT ORDER  -  FIRST     CLASS II
 PZ0152
 PZ0152.The horizontal coordinates were established by classical geodetic methods
 PZ0152.and adjusted by the National Geodetic Survey in July 1992..
 PZ0152
 PZ0152.The orthometric height was determined by differential leveling
 PZ0152.and adjusted by the National Geodetic Survey in June 1991..
 PZ0152
 PZ0152.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0152
 PZ0152.The geoid height was determined by GEOID03.
 PZ0152
 PZ0152.The dynamic height is computed by dividing the NAVD 88
 PZ0152.geopotential number by the normal gravity value computed on the
 PZ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0152.degrees latitude (g = 980.6199 gals.).
 PZ0152
 PZ0152.The modeled gravity was interpolated from observed gravity values.
 PZ0152
 PZ0152;                    North         East     Units Scale Factor Converg.
 PZ0152;SPC ID E     -   306,249.431   196,877.511   MT  0.99994749   -0 01 38.8
 PZ0152;SPC MT       -    23,009.317   384,479.173   MT  1.00039464   -1 58 45.7
 PZ0152;SPC MT       -    75,489.89  1,261,414.61   iFT  1.00039464   -1 58 45.7
 PZ0152;UTM  12      - 4,919,617.082   404,009.848   MT  0.99971331   -0 50 38.9
 PZ0152
 PZ0152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0152!SPC ID E     -   0.99969931  x   0.99994749  =   0.99964682
 PZ0152!SPC MT       -   0.99969931  x   1.00039464  =   1.00009384
 PZ0152!UTM  12      -   0.99969931  x   0.99971331  =   0.99941271
 PZ0152
 PZ0152|---------------------------------------------------------------------|
 PZ0152| PID    Reference Object                     Distance      Geod. Az  |
 PZ0152|                                                           dddmmss.s |
 PZ0152| PZ0154 IDA 15 145 RM 1                      13.750 METERS 23804     |
 PZ0152| PZ0650 I15 3 66                              5.812 METERS 32811     |
 PZ0152| PZ0159 IDA 15 146                          APPROX. 3.6 KM 3354501.2 |
 PZ0152|---------------------------------------------------------------------|
 PZ0152
 PZ0152                          SUPERSEDED SURVEY CONTROL
 PZ0152
 PZ0152  NAD 83(1986)-  44 25 24.54012(N)    112 12 21.15625(W) AD(       ) 2
 PZ0152  NAD 27      -  44 25 24.85650(N)    112 12 18.17570(W) AD(       ) 2
 PZ0152  NGVD 29 (??/??/92) 1926.984  (m)         6322.11   (f) ADJ UNCH    1 2
 PZ0152
 PZ0152.Superseded values are not recommended for survey control.
 PZ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0152.See file dsdata.txt to determine how the superseded data were derived.
 PZ0152
 PZ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0401019617(NAD 83)
 PZ0152_MARKER: DS = TRIANGULATION STATION DISK
 PZ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0152_STAMPING: IDA 15-145 1959
 PZ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0152+STABILITY: SURFACE MOTION
 PZ0152
 PZ0152  HISTORY     - Date     Condition        Report By
 PZ0152  HISTORY     - 1959     MONUMENTED       CGS
 PZ0152  HISTORY     - 1967     GOOD             CGS
 PZ0152  HISTORY     - 1967     GOOD             NGS
 PZ0152
 PZ0152                          STATION DESCRIPTION
 PZ0152
 PZ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0152'THE STATION IS 4.8 MILES NORTHERLY ALONG U.S. HIGHWAY 91
 PZ0152'FROM SPENCER, 0.1 MILE WEST OF THE HIGHWAY, 100 YARDS EAST
 PZ0152'OF A TELEPHONE LINE, 8 FEET SOUTHEAST OF A METAL WITNESS
 PZ0152'POST WITH SIGN AND ON THE EAST SLOPE OF A GRASS AND SAGE
 PZ0152'COVERED RIDGE.
 PZ0152'
 PZ0152'TO REACH FROM THE POST OFFICE AT SPENCER GO NORTHERLY ON U.S.
 PZ0152'HIGHWAY 91 FOR 4.4 MILES TO BENCH MARK K 89 ON THE RIGHT.
 PZ0152'CONTINUE NORTH ON THE HIGHWAY FOR 0.4 MILE, THENCE WEST,
 PZ0152'CROSS COUNTRY, 0.1 MILE TO THE STATION.
 PZ0152'
 PZ0152'THE STATION MARK, STAMPED IDA 15-145 1959, IS A STANDARD
 PZ0152'DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND.  THE
 PZ0152'UNDERGROUND MARK IS STAMPED IDA 80-145 1959.
 PZ0152'
 PZ0152'REFERENCE MARK NO. 1, STAMPED IDA 15-145 NO 1 1959, IS A STANDARD
 PZ0152'DISK CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 PZ0152'
 PZ0152'THE IDAHO DEPARTMENT OF PUBLIC WORKS MARK, STAMPED I-15-3 66 BM,
 PZ0152'IS A BRONZE DISK SET IN A CYLINDRICAL CONCRETE POST FLUSH
 PZ0152'WITH THE GROUND.
 PZ0152'
 PZ0152'THE BENCH MARK, STAMPED K 89 1959, IS A STANDARD DISK CEMENTED
 PZ0152'IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER PROJECTING 1 FOOT
 PZ0152'AND IS 38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 PZ0152
 PZ0152                          STATION RECOVERY (1967)
 PZ0152
 PZ0152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0152'THE STATION, R.M. 1 AND I-15-3 66 (IDPW) (USED AS R.M. 2) WERE
 PZ0152'RECOVERED IN GOOD CONDITION AND LEVELED OVER.
 PZ0152'
 PZ0152'TO REACH FROM THE SCHOOL AT SPENCER, GO 4.95 MILES NORTH ALONG U.S.
 PZ0152'HIGHWAY 91, THENCE 0.1 MILE UPHILL AND ACROSS COUNTRY.
 PZ0152'
 PZ0152'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED IDA
 PZ0152'15-145 1959.  ON A HILL ABOUT 300 FEET EAST OF A NORTH-SOUTH
 PZ0152'TELEPHONE LINE, 8.0 FEET SOUTHEAST OF A WITNESS POST, IN A CONCRETE
 PZ0152'POST PROJECTING 0.1 FOOT.
 PZ0152'
 PZ0152'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-145 NO 1
 PZ0152'1959.  45.11 FEET WEST-SOUTHWEST OF THE STATION, 42.5 FEET SOUTHWEST
 PZ0152'OF A WITNESS POST, IN THE TOP OF A 1- BY 2 1/2-FOOT BOULDER WHICH
 PZ0152'IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 PZ0152'
 PZ0152'I-15-3 66 (IDPW) IS A IDAHO DEPT. OF PUBLIC WORKS DISK,
 PZ0152'STAMPED I-15-3 66 BM.  19.06 FEET NORTHWEST OF THE STATION,
 PZ0152'12.4 FEET NORTH OF A WITNESS POST, IN THE TOP OF A CONCRETE POST
 PZ0152'FLUSH WITH THE GROUND.
 PZ0152'
 PZ0152'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 PZ0152'MILES NORTH OF SPENCER.
 PZ0152
 PZ0152                          STATION RECOVERY (1967)
 PZ0152
 PZ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0152'5.05 MI N FROM SPENCER.
 PZ0152'4.95 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0152'THENCE 0.1 MILE WEST UPHILL AND ACROSS COUNTRY, 0.1 MILE WEST OF A
 PZ0152'PULLOUT ON THE HIGHWAY, ON A HILL, ABOUT 300 FEET EAST OF A
 PZ0152'NORTH-SOUTH TELEPHONE LINE, 45.11 FEET EAST-NORTHEAST OF R.M. 1, 19.06
 PZ0152'FEET SOUTHEAST OF BENCH MARK I-15-3 66 (IDPW), 8.0 FEET SOUTHEAST OF A
 PZ0152'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN R.M. 1, AND SET IN THE TOP
 PZ0152'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0154 ***********************************************************************
 PZ0154  DESIGNATION -  IDA 15 145 RM 1
 PZ0154  PID         -  PZ0154
 PZ0154  STATE/COUNTY-  ID/CLARK
 PZ0154  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0154
 PZ0154                         *CURRENT SURVEY CONTROL
 PZ0154  ___________________________________________________________________
 PZ0154* NAD 83(1986)-  44 25 25.     (N)    112 12 20.     (W)     SCALED    
 PZ0154* NAVD 88     -      1929.081  (meters)    6328.99   (feet)  ADJUSTED  
 PZ0154  ___________________________________________________________________
 PZ0154  GEOID HEIGHT-          -9.99  (meters)                     GEOID03
 PZ0154  DYNAMIC HT  -        1928.038 (meters)    6325.57  (feet)  COMP
 PZ0154  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 PZ0154
 PZ0154  VERT ORDER  -  FIRST     CLASS II
 PZ0154
 PZ0154.The horizontal coordinates were scaled from a topographic map and have
 PZ0154.an estimated accuracy of +/- 6 seconds.
 PZ0154
 PZ0154.The orthometric height was determined by differential leveling
 PZ0154.and adjusted by the National Geodetic Survey in June 1991..
 PZ0154.WARNING-Repeat measurements at this control monument indicate possible
 PZ0154.vertical movement.
 PZ0154
 PZ0154.The geoid height was determined by GEOID03.
 PZ0154
 PZ0154.The dynamic height is computed by dividing the NAVD 88
 PZ0154.geopotential number by the normal gravity value computed on the
 PZ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0154.degrees latitude (g = 980.6199 gals.).
 PZ0154
 PZ0154.The modeled gravity was interpolated from observed gravity values.
 PZ0154
 PZ0154;                    North         East    Units  Estimated Accuracy
 PZ0154;SPC ID E     -   306,260.      196,900.      MT  (+/- 180 meters Scaled)
 PZ0154
 PZ0154                          SUPERSEDED SURVEY CONTROL
 PZ0154
 PZ0154  NGVD 29 (??/??/92) 1927.826  (m)         6324.88   (f) ADJ UNCH    1 2
 PZ0154
 PZ0154.Superseded values are not recommended for survey control.
 PZ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0154.See file dsdata.txt to determine how the superseded data were derived.
 PZ0154
 PZ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ040196(NAD 83)
 PZ0154_MARKER: DR = REFERENCE MARK DISK
 PZ0154_SETTING: 80 = SET IN A BOULDER
 PZ0154_SP_SET: BOULDER
 PZ0154_STAMPING: IDA 15-145 NO 1 1959
 PZ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0154+STABILITY: SURFACE MOTION
 PZ0154
 PZ0154  HISTORY     - Date     Condition        Report By
 PZ0154  HISTORY     - 1959     MONUMENTED       CGS
 PZ0154  HISTORY     - 1967     GOOD             NGS
 PZ0154
 PZ0154                          STATION DESCRIPTION
 PZ0154
 PZ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0154'5.05 MI N FROM SPENCER.
 PZ0154'4.95 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER,
 PZ0154'THENCE 0.1 MILE WEST UPHILL AND ACROSS COUNTRY, ON A HILL, 45.11 FEET
 PZ0154'WEST-SOUTHWEST OF THE STATION, IN THE TOP OF A 1- BY 2 1/2-FOOT
 PZ0154'BOULDER ABOUT FLUSH WITH THE GROUND, 49.21 FEET SOUTHWEST OF BENCH
 PZ0154'MARK I-15-3 66 (IDPW), 42.5 FEET SOUTHWEST OF THE WITNESS POST, AND
 PZ0154'ABOUT 1 1/2 FEET HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0159 ***********************************************************************
 PZ0159  DESIGNATION -  IDA 15 146
 PZ0159  PID         -  PZ0159
 PZ0159  STATE/COUNTY-  ID/CLARK
 PZ0159  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0159
 PZ0159                         *CURRENT SURVEY CONTROL
 PZ0159  ___________________________________________________________________
 PZ0159* NAD 83(1992)-  44 27 10.31259(N)    112 13 27.68804(W)     ADJUSTED  
 PZ0159* NAVD 88     -      2009.069  (meters)    6591.42   (feet)  ADJUSTED  
 PZ0159  ___________________________________________________________________
 PZ0159  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 PZ0159  GEOID HEIGHT-          -9.96  (meters)                     GEOID03
 PZ0159  DYNAMIC HT  -        2007.940 (meters)    6587.72  (feet)  COMP
 PZ0159  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 PZ0159
 PZ0159  HORZ ORDER  -  SECOND
 PZ0159  VERT ORDER  -  FIRST     CLASS II
 PZ0159
 PZ0159.The horizontal coordinates were established by classical geodetic methods
 PZ0159.and adjusted by the National Geodetic Survey in July 1992..
 PZ0159
 PZ0159.The orthometric height was determined by differential leveling
 PZ0159.and adjusted by the National Geodetic Survey in June 1991..
 PZ0159
 PZ0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0159
 PZ0159.The geoid height was determined by GEOID03.
 PZ0159
 PZ0159.The dynamic height is computed by dividing the NAVD 88
 PZ0159.geopotential number by the normal gravity value computed on the
 PZ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0159.degrees latitude (g = 980.6199 gals.).
 PZ0159
 PZ0159.The modeled gravity was interpolated from observed gravity values.
 PZ0159
 PZ0159;                    North         East     Units Scale Factor Converg.
 PZ0159;SPC ID E     -   309,514.972   195,408.397   MT  0.99994763   -0 02 25.4
 PZ0159;SPC MT       -    26,324.452   383,121.563   MT  1.00037218   -1 59 34.4
 PZ0159;SPC MT       -    86,366.31  1,256,960.51   iFT  1.00037218   -1 59 34.4
 PZ0159;UTM  12      - 4,922,902.472   402,587.771   MT  0.99971669   -0 51 27.0
 PZ0159
 PZ0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0159!SPC ID E     -   0.99968664  x   0.99994763  =   0.99963429
 PZ0159!SPC MT       -   0.99968664  x   1.00037218  =   1.00005871
 PZ0159!UTM  12      -   0.99968664  x   0.99971669  =   0.99940342
 PZ0159
 PZ0159|---------------------------------------------------------------------|
 PZ0159| PID    Reference Object                     Distance      Geod. Az  |
 PZ0159|                                                           dddmmss.s |
 PZ0159| PZ0658 I15 3 87                            148.491 METERS 06845     |
 PZ0159| PZ0160 IDA 15 146 RM 1                      13.879 METERS 18513     |
 PZ0159| PZ0161 IDA 15 146 RM 2                      12.147 METERS 25159     |
 PZ0159| PZ0660 IDA 15 147                          APPROX. 4.8 KM 3480037.2 |
 PZ0159|---------------------------------------------------------------------|
 PZ0159
 PZ0159                          SUPERSEDED SURVEY CONTROL
 PZ0159
 PZ0159  NAD 83(1986)-  44 27 10.31153(N)    112 13 27.67838(W) AD(       ) 2
 PZ0159  NAD 27      -  44 27 10.62630(N)    112 13 24.69060(W) AD(       ) 2
 PZ0159  NGVD 29 (??/??/92) 2007.772  (m)         6587.17   (f) ADJ UNCH    1 2
 PZ0159
 PZ0159.Superseded values are not recommended for survey control.
 PZ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0159.See file dsdata.txt to determine how the superseded data were derived.
 PZ0159
 PZ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0258822902(NAD 83)
 PZ0159_MARKER: DS = TRIANGULATION STATION DISK
 PZ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0159_STAMPING: IDA 15-146 1959
 PZ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0159+STABILITY: SURFACE MOTION
 PZ0159
 PZ0159  HISTORY     - Date     Condition        Report By
 PZ0159  HISTORY     - 1959     MONUMENTED       CGS
 PZ0159  HISTORY     - 1967     GOOD             CGS
 PZ0159  HISTORY     - 1967     GOOD             NGS
 PZ0159
 PZ0159                          STATION DESCRIPTION
 PZ0159
 PZ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0159'THE STATION IS 7 MILES NORTH-NORTHWEST OF SPENCER, 2 MILES
 PZ0159'SOUTH-SOUTHEAST OF HUMPHREY AND 0.3 MILE WEST OF U.S. HIGHWAY
 PZ0159'91 AT THE SOUTHEAST END OF PLEASANT VALLEY.  THE POINT SELECTED
 PZ0159'IS ON THE SUMMIT OF A PROMINENT GRASSY BENCH 0.5 MILE SOUTHWEST
 PZ0159'OF THE HIGH BRIDGE OVER PLEASANT VALLEY CREEK.
 PZ0159'
 PZ0159'TO REACH THE STATION FROM THE POST OFFICE AT SPENCER, PROCEED
 PZ0159'NORTHERLY ON U.S. HIGHWAY 91 FOR 6.75 MILES TO A Y FORK,
 PZ0159'KEEP STRAIGHT AHEAD AS PER SIGN HEAD OF PLEASANT VALLEY FOR
 PZ0159'0.2 MILE TO A FENCE AND CATTLE GUARD, CONTINUE FOR 100 FEET TO
 PZ0159'A DIM TRACK ROAD LEFT, JUST BEFORE TURNING TO GO DOWN THE
 PZ0159'GRADE TO PLEASANT VALLEY, TURN LEFT, SOUTHWEST ONTO DIM TRACK
 PZ0159'ROAD AND GO CROSS COUNTRY, UP THE SAGE COVERED SLOPE, TO THE
 PZ0159'SUMMIT OF THE PROMINENT BENCH AND THE STATION SITE 4.6 FEET
 PZ0159'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 PZ0159'
 PZ0159'THE STATION, WITH UNDERGROUND MARK, IS A STANDARD DISK SET
 PZ0159'IN A SQUARE CONCRETE POST PROJECTING 6 INCHES AND STAMPED
 PZ0159'IDA 15-146 1959.
 PZ0159'
 PZ0159'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 PZ0159'POST PROJECTING 4 INCHES AND STAMPED IDA 15-146 NO 1 1959.
 PZ0159'IT IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 PZ0159'
 PZ0159'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 PZ0159'POST PROJECTING 4 INCHES AND STAMPED IDA 15-146 NO 2 1959.
 PZ0159'IT IS ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 PZ0159'
 PZ0159'A MARK OF THE IDAHO DEPARTMENT OF PUBLIC WORKS WAS TIED TO
 PZ0159'THE STATION BY DISTANCE AND DIRECTION.  IT IS 487.17 FEET
 PZ0159'EAST OF THE STATION, 5 FEET EAST OF A TELEPHONE LINE AND ABOUT 50
 PZ0159'FEET LOWER THAN THE STATION.  IT IS A BRONZE DISK SET IN A
 PZ0159'6-INCH CONCRETE POST FLUSH WITH THE SURROUDING SURFACE AND
 PZ0159'STAMPED I-15-3 87 BM.
 PZ0159'
 PZ0159'A 2-WHEEL DRIVE STATION.
 PZ0159
 PZ0159                          STATION RECOVERY (1967)
 PZ0159
 PZ0159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0159'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PZ0159'CONDITION AND LEVELED OVER.
 PZ0159'
 PZ0159'TO REACH FROM THE POST OFFICE AT HUMPHREY, GO 2.75 MILES SOUTH
 PZ0159'ALONG AN ASPHALT ROAD, THENCE 0.25 MILE WEST ACROSS COUNTRY.
 PZ0159'
 PZ0159'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0159'IDA 15-146 1959.  0.25 MILE WEST OF INTERSTATE HIGHWAY 15,
 PZ0159'0.2 MILE WEST OF PLEASANT VALLEY ROAD, 0.15 MILE WEST OF
 PZ0159'A TELEPHONE LINE, ON THE TOP OF THE HIGHEST HILL IN THE VICINITY
 PZ0159'BEARING TWO CEDAR TREES, 4.7 FEET SOUTH OF A WITNESS POST,
 PZ0159'IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 PZ0159'
 PZ0159'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-146 NO 1
 PZ0159'1959.  45.53 FEET SOUTH OF THE STATION, IN A CONCRETE POST
 PZ0159'PROJECTING 0.3 FOOT.
 PZ0159'
 PZ0159'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-146 NO. 2
 PZ0159'1959.  39.85 FEET WEST OF THE STATION, IN THE TOP OF A CONCRETE
 PZ0159'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PZ0159'
 PZ0159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-3/4
 PZ0159'MILES SOUTH OF HUMPHREY.
 PZ0159
 PZ0159                          STATION RECOVERY (1967)
 PZ0159
 PZ0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0159'3.0 MI S FROM HUMPHREY.
 PZ0159'2.75 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0159'HUMPHREY, THENCE 0.25 MILE WEST ACROSS COUNTRY, 0.25 MILE WEST OF
 PZ0159'INTERSTATE HIGHWAY 15, 0.2 MILE WEST OF PLEASANT VALLEY ROAD, 0.15
 PZ0159'MILE WEST OF A TELEPHONE LINE, ON TOP OF THE HIGHEST HILL IN THE
 PZ0159'VICINITY BEARING TWO CEDAR TREES, 45.53 FEET NORTH OF R.M. 1, 39.85
 PZ0159'FEET EAST OF R.M. 2, 4.7 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT
 PZ0159'HIGHER THAN R.M. 1, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PZ0159'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0156 ***********************************************************************
 PZ0156  DESIGNATION -  IDA 15 146 A
 PZ0156  PID         -  PZ0156
 PZ0156  STATE/COUNTY-  ID/CLARK
 PZ0156  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0156
 PZ0156                         *CURRENT SURVEY CONTROL
 PZ0156  ___________________________________________________________________
 PZ0156* NAD 83(1992)-  44 26 44.15497(N)    112 13 05.80074(W)     ADJUSTED  
 PZ0156* NAVD 88     -      1965.171  (meters)    6447.40   (feet)  ADJUSTED  
 PZ0156  ___________________________________________________________________
 PZ0156  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 PZ0156  GEOID HEIGHT-          -9.97  (meters)                     GEOID03
 PZ0156  DYNAMIC HT  -        1964.075 (meters)    6443.80  (feet)  COMP
 PZ0156  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 PZ0156
 PZ0156  HORZ ORDER  -  SECOND
 PZ0156  VERT ORDER  -  FIRST     CLASS II
 PZ0156
 PZ0156.The horizontal coordinates were established by classical geodetic methods
 PZ0156.and adjusted by the National Geodetic Survey in July 1992..
 PZ0156
 PZ0156.The orthometric height was determined by differential leveling
 PZ0156.and adjusted by the National Geodetic Survey in June 1991..
 PZ0156.WARNING-Repeat measurements at this control monument indicate possible
 PZ0156.vertical movement.
 PZ0156
 PZ0156.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0156
 PZ0156.The geoid height was determined by GEOID03.
 PZ0156
 PZ0156.The dynamic height is computed by dividing the NAVD 88
 PZ0156.geopotential number by the normal gravity value computed on the
 PZ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0156.degrees latitude (g = 980.6199 gals.).
 PZ0156
 PZ0156.The modeled gravity was interpolated from observed gravity values.
 PZ0156
 PZ0156;                    North         East     Units Scale Factor Converg.
 PZ0156;SPC ID E     -   308,707.285   195,891.776   MT  0.99994758   -0 02 10.1
 PZ0156;SPC MT       -    25,500.414   383,577.339   MT  1.00037771   -1 59 18.4
 PZ0156;SPC MT       -    83,662.78  1,258,455.84   iFT  1.00037771   -1 59 18.4
 PZ0156;UTM  12      - 4,922,088.163   403,059.474   MT  0.99971557   -0 51 11.3
 PZ0156
 PZ0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0156!SPC ID E     -   0.99969352  x   0.99994758  =   0.99964112
 PZ0156!SPC MT       -   0.99969352  x   1.00037771  =   1.00007112
 PZ0156!UTM  12      -   0.99969352  x   0.99971557  =   0.99940918
 PZ0156
 PZ0156                          SUPERSEDED SURVEY CONTROL
 PZ0156
 PZ0156  NAD 83(1986)-  44 26 44.15406(N)    112 13 05.79111(W) AD(       ) 2
 PZ0156  NAD 27      -  44 26 44.46950(N)    112 13 02.80560(W) AD(       ) 2
 PZ0156  NGVD 29 (??/??/92) 1963.885  (m)         6443.18   (f) ADJ UNCH    1 2
 PZ0156
 PZ0156.Superseded values are not recommended for survey control.
 PZ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0156.See file dsdata.txt to determine how the superseded data were derived.
 PZ0156
 PZ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0305922088(NAD 83)
 PZ0156_MARKER: DS = TRIANGULATION STATION DISK
 PZ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0156_STAMPING: IDA 15-146 A 1959
 PZ0156_MARK LOGO: IDDT  
 PZ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0156+STABILITY: SURFACE MOTION
 PZ0156
 PZ0156  HISTORY     - Date     Condition        Report By
 PZ0156  HISTORY     - 1959     MONUMENTED       CGS
 PZ0156  HISTORY     - 1967     GOOD             NGS
 PZ0156  HISTORY     - 1967     GOOD             CGS
 PZ0156
 PZ0156                          STATION DESCRIPTION
 PZ0156
 PZ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0156'THE STATION IS 6.3 MILES NORTHERLY ALONG U.S. HIGHWAY 91
 PZ0156'FROM THE POST OFFICE IN SPENCER, 2-1/2 MILES SOUTHERLY ALONG
 PZ0156'THE HIGHWAY FROM HUMPHREY, 62 FEET SOUTHWEST OF THE CENTER
 PZ0156'LINE OF U.S. HIGHWAY 91, 49 FEET SOUTHEAST OF A METAL WITNESS
 PZ0156'POST AND 9.5 FEET SOUTHWEST OF A TELEPHONE LINE WHICH PARALLELS
 PZ0156'THE HIGHWAY AT THAT POINT.  IT IS 0.4 MILE SOUTHEAST OF THE
 PZ0156'POINT WHERE THE PLEASANT VALLEY ROAD LEAVES U.S. HIGHWAY 91.
 PZ0156'
 PZ0156'THE STATION, WITH UNDERGROUND MARK, IS A STANDARD DISK SET IN
 PZ0156'A SQUARE CONCRETE POST PROJECTING 2 INCHES AND STAMPED IDA 15-146
 PZ0156'A 1959.
 PZ0156'
 PZ0156'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 PZ0156'PROJECTING 6 INCHES AND STAMPED IDA 15-146 A NO 1 1959.
 PZ0156'IT IS 63 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 PZ0156'91 AND 19 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE.
 PZ0156'
 PZ0156'REFERENCE MARK 2 IS A BRONZE DISK OF THE IDAHO DEPARTMENT OF
 PZ0156'PUBLIC WORKS STAMPED I-15-3 82 BM AND SET IN THE TOP OF A
 PZ0156'6-INCH CYLINDRICAL CONCRETE POST WHICH PROJECTS 6 INCHES.
 PZ0156'IT IS 63 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 PZ0156'91, 11 FEET SOUTHWEST OF THE CENTER OF THE TELEPHONE LINE
 PZ0156'AND 4 FEET SOUTHEAST OF A METAL WITNESS POST.  THIS POINT
 PZ0156'IS A PICTURE POINT STATION RELATIVE TO THE INTERSTATE ROUTE.
 PZ0156'
 PZ0156'A 2-WHEEL DRIVE STATION.
 PZ0156
 PZ0156                          STATION RECOVERY (1967)
 PZ0156
 PZ0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0156'6.6 MI N FROM SPENCER.
 PZ0156'6.6 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER, 3.3
 PZ0156'MILES SOUTH OF HUMPHREY, 0.4 MILE SOUTHEAST OF THE JUNCTION OF
 PZ0156'PLEASANT VALLEY ROAD, 0.05 MILE SOUTHEAST OF A FENCE CORNER, 56 FEET
 PZ0156'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 40.93 FEET NORTHWEST OF
 PZ0156'R.M. 1, 45.02 FEET SOUTHEAST OF BENCH MARK I-15-3 82 (IDPW), 1.4 FEET
 PZ0156'NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY
 PZ0156'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 PZ0156'GROUND.
 PZ0156
 PZ0156                          STATION RECOVERY (1967)
 PZ0156
 PZ0156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0156'THE STATION, REFERENCE MARK NO. 1 AND I-15-3 82 (IDPW) (USED
 PZ0156'AS R.M. 2) WERE RECOVERED IN GOOD CONDITION AND LEVELED OVER.
 PZ0156'
 PZ0156'TO REACH FROM THE SCHOOL AT SPENCER, GO 6.6 MILES NORTH ALONG
 PZ0156'U.S. HIGHWAY 91.
 PZ0156'
 PZ0156'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0156'IDA 15-146 A 1959.  0.4 MILE SOUTHEAST OF THE JUNCTION OF
 PZ0156'PLEASANT VALLEY ROAD, 56 FEET SOUTHWEST OF THE CENTER LINE
 PZ0156'OF THE HIGHWAY, 1.4 FEET NORTHEAST OF A WITNESS POST, IN
 PZ0156'A CONCRETE POST PROJECTING 0.3 FOOT.
 PZ0156'
 PZ0156'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-146 A
 PZ0156'NO 1 1959.  40.93 FEET SOUTHEAST OF THE STATION, IN A CONCRETE
 PZ0156'POST.
 PZ0156'
 PZ0156'I-15-3 82 (IDPW) IS A IDPW SURVEY DISK, STAMPED I-15-3 82
 PZ0156'BM.  45.02 FEET NORTHWEST OF THE STATION, 54 FEET SOUTHWEST
 PZ0156'OF THE CENTER LINE OF THE HIGHWAY, 45.1 FEET NORTHWEST OF
 PZ0156'A WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING
 PZ0156'0.4 FOOT ABOVE THE GROUND.
 PZ0156'
 PZ0156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2
 PZ0156'MILES NORTH OF SPENCER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0157 ***********************************************************************
 PZ0157  DESIGNATION -  IDA 15 146 A RM 1
 PZ0157  PID         -  PZ0157
 PZ0157  STATE/COUNTY-  ID/CLARK
 PZ0157  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0157
 PZ0157                         *CURRENT SURVEY CONTROL
 PZ0157  ___________________________________________________________________
 PZ0157* NAD 83(1986)-  44 26 44.     (N)    112 13 06.     (W)     SCALED    
 PZ0157* NAVD 88     -      1964.899  (meters)    6446.51   (feet)  ADJUSTED  
 PZ0157  ___________________________________________________________________
 PZ0157  GEOID HEIGHT-          -9.97  (meters)                     GEOID03
 PZ0157  DYNAMIC HT  -        1963.805 (meters)    6442.92  (feet)  COMP
 PZ0157  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 PZ0157
 PZ0157  VERT ORDER  -  FIRST     CLASS II
 PZ0157
 PZ0157.The horizontal coordinates were scaled from a topographic map and have
 PZ0157.an estimated accuracy of +/- 6 seconds.
 PZ0157
 PZ0157.The orthometric height was determined by differential leveling
 PZ0157.and adjusted by the National Geodetic Survey in June 1991..
 PZ0157
 PZ0157.The geoid height was determined by GEOID03.
 PZ0157
 PZ0157.The dynamic height is computed by dividing the NAVD 88
 PZ0157.geopotential number by the normal gravity value computed on the
 PZ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0157.degrees latitude (g = 980.6199 gals.).
 PZ0157
 PZ0157.The modeled gravity was interpolated from observed gravity values.
 PZ0157
 PZ0157;                    North         East    Units  Estimated Accuracy
 PZ0157;SPC ID E     -   308,700.      195,890.      MT  (+/- 180 meters Scaled)
 PZ0157
 PZ0157                          SUPERSEDED SURVEY CONTROL
 PZ0157
 PZ0157  NGVD 29 (??/??/92) 1963.614  (m)         6442.29   (f) ADJ UNCH    1 2
 PZ0157
 PZ0157.Superseded values are not recommended for survey control.
 PZ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0157.See file dsdata.txt to determine how the superseded data were derived.
 PZ0157
 PZ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ030220(NAD 83)
 PZ0157_MARKER: DR = REFERENCE MARK DISK
 PZ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0157_STAMPING: IDA 15-146 A NO 1 1959
 PZ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0157+STABILITY: SURFACE MOTION
 PZ0157
 PZ0157  HISTORY     - Date     Condition        Report By
 PZ0157  HISTORY     - 1959     MONUMENTED       CGS
 PZ0157  HISTORY     - 1967     GOOD             NGS
 PZ0157
 PZ0157                          STATION DESCRIPTION
 PZ0157
 PZ0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0157'6.6 MI N FROM SPENCER.
 PZ0157'6.6 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER, 3.3
 PZ0157'MILES SOUTH OF HUMPHRY, 0.4 MILE SOUTHEAST OF THE JUNCTION OF PLEASANT
 PZ0157'VALLEY ROAD, 63 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PZ0157'40.93 FEET SOUTHEAST OF THE STATION, 41.3 FEET SOUTHEAST OF A WITNESS
 PZ0157'POST, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE
 PZ0157'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0160 ***********************************************************************
 PZ0160  DESIGNATION -  IDA 15 146 RM 1
 PZ0160  PID         -  PZ0160
 PZ0160  STATE/COUNTY-  ID/CLARK
 PZ0160  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0160
 PZ0160                         *CURRENT SURVEY CONTROL
 PZ0160  ___________________________________________________________________
 PZ0160* NAD 83(1986)-  44 27 11.     (N)    112 13 27.     (W)     SCALED    
 PZ0160* NAVD 88     -      2008.754  (meters)    6590.39   (feet)  ADJUSTED  
 PZ0160  ___________________________________________________________________
 PZ0160  GEOID HEIGHT-          -9.96  (meters)                     GEOID03
 PZ0160  DYNAMIC HT  -        2007.626 (meters)    6586.69  (feet)  COMP
 PZ0160  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 PZ0160
 PZ0160  VERT ORDER  -  FIRST     CLASS II
 PZ0160
 PZ0160.The horizontal coordinates were scaled from a topographic map and have
 PZ0160.an estimated accuracy of +/- 6 seconds.
 PZ0160
 PZ0160.The orthometric height was determined by differential leveling
 PZ0160.and adjusted by the National Geodetic Survey in June 1991..
 PZ0160.WARNING-Repeat measurements at this control monument indicate possible
 PZ0160.vertical movement.
 PZ0160
 PZ0160.The geoid height was determined by GEOID03.
 PZ0160
 PZ0160.The dynamic height is computed by dividing the NAVD 88
 PZ0160.geopotential number by the normal gravity value computed on the
 PZ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0160.degrees latitude (g = 980.6199 gals.).
 PZ0160
 PZ0160.The modeled gravity was interpolated from observed gravity values.
 PZ0160
 PZ0160;                    North         East    Units  Estimated Accuracy
 PZ0160;SPC ID E     -   309,540.      195,420.      MT  (+/- 180 meters Scaled)
 PZ0160
 PZ0160                          SUPERSEDED SURVEY CONTROL
 PZ0160
 PZ0160  NGVD 29 (??/??/92) 2007.458  (m)         6586.14   (f) ADJ UNCH    1 2
 PZ0160
 PZ0160.Superseded values are not recommended for survey control.
 PZ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0160.See file dsdata.txt to determine how the superseded data were derived.
 PZ0160
 PZ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ026229(NAD 83)
 PZ0160_MARKER: DR = REFERENCE MARK DISK
 PZ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0160_STAMPING: IDA 15-146 NO 1 1959
 PZ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0160+STABILITY: SURFACE MOTION
 PZ0160
 PZ0160  HISTORY     - Date     Condition        Report By
 PZ0160  HISTORY     - 1959     MONUMENTED       CGS
 PZ0160  HISTORY     - 1967     GOOD             NGS
 PZ0160
 PZ0160                          STATION DESCRIPTION
 PZ0160
 PZ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0160'3.0 MI S FROM HUMPHREY.
 PZ0160'2.75 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0160'HUMPHREY, THENCE 0.25 MILE WEST ACROSS COUNTRY, 45.53 FEET SOUTH OF
 PZ0160'THE STATION, 47.23 FEET SOUTHEAST OF R.M. 2, ABOUT 1 FOOT LOWER THAN
 PZ0160'THE STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 PZ0160'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0161 ***********************************************************************
 PZ0161  DESIGNATION -  IDA 15 146 RM 2
 PZ0161  PID         -  PZ0161
 PZ0161  STATE/COUNTY-  ID/CLARK
 PZ0161  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0161
 PZ0161                         *CURRENT SURVEY CONTROL
 PZ0161  ___________________________________________________________________
 PZ0161* NAD 83(1986)-  44 27 11.     (N)    112 13 27.     (W)     SCALED    
 PZ0161* NAVD 88     -      2009.391  (meters)    6592.48   (feet)  ADJUSTED  
 PZ0161  ___________________________________________________________________
 PZ0161  GEOID HEIGHT-          -9.96  (meters)                     GEOID03
 PZ0161  DYNAMIC HT  -        2008.263 (meters)    6588.78  (feet)  COMP
 PZ0161  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 PZ0161
 PZ0161  VERT ORDER  -  FIRST     CLASS II
 PZ0161
 PZ0161.The horizontal coordinates were scaled from a topographic map and have
 PZ0161.an estimated accuracy of +/- 6 seconds.
 PZ0161
 PZ0161.The orthometric height was determined by differential leveling
 PZ0161.and adjusted by the National Geodetic Survey in June 1991..
 PZ0161.WARNING-Repeat measurements at this control monument indicate possible
 PZ0161.vertical movement.
 PZ0161
 PZ0161.The geoid height was determined by GEOID03.
 PZ0161
 PZ0161.The dynamic height is computed by dividing the NAVD 88
 PZ0161.geopotential number by the normal gravity value computed on the
 PZ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0161.degrees latitude (g = 980.6199 gals.).
 PZ0161
 PZ0161.The modeled gravity was interpolated from observed gravity values.
 PZ0161
 PZ0161;                    North         East    Units  Estimated Accuracy
 PZ0161;SPC ID E     -   309,540.      195,420.      MT  (+/- 180 meters Scaled)
 PZ0161
 PZ0161                          SUPERSEDED SURVEY CONTROL
 PZ0161
 PZ0161  NGVD 29 (??/??/92) 2008.095  (m)         6588.23   (f) ADJ UNCH    1 2
 PZ0161
 PZ0161.Superseded values are not recommended for survey control.
 PZ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0161.See file dsdata.txt to determine how the superseded data were derived.
 PZ0161
 PZ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ026229(NAD 83)
 PZ0161_MARKER: DR = REFERENCE MARK DISK
 PZ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0161_STAMPING: IDA 15-146 NO 2 1959
 PZ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0161+STABILITY: SURFACE MOTION
 PZ0161
 PZ0161  HISTORY     - Date     Condition        Report By
 PZ0161  HISTORY     - 1959     MONUMENTED       CGS
 PZ0161  HISTORY     - 1967     GOOD             NGS
 PZ0161
 PZ0161                          STATION DESCRIPTION
 PZ0161
 PZ0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0161'3.0 MI S FROM HUMPHREY.
 PZ0161'2.75 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0161'HUMPHREY, THENCE 0.25 MILE WEST ACROSS COUNTRY, 39.85 FEET WEST OF THE
 PZ0161'STATION, 47.23 FEET NORTHWEST OF R.M. 1, ABOUT 1 FOOT HIGHER THAN THE
 PZ0161'STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 PZ0161'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0660 ***********************************************************************
 PZ0660  DESIGNATION -  IDA 15 147
 PZ0660  PID         -  PZ0660
 PZ0660  STATE/COUNTY-  ID/CLARK
 PZ0660  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0660
 PZ0660                         *CURRENT SURVEY CONTROL
 PZ0660  ___________________________________________________________________
 PZ0660* NAD 83(1992)-  44 29 41.36459(N)    112 14 12.50613(W)     ADJUSTED  
 PZ0660* NAVD 88     -      2032.2    (meters)    6667.     (feet)  VERTCON   
 PZ0660  ___________________________________________________________________
 PZ0660  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 PZ0660  GEOID HEIGHT-          -9.93  (meters)                     GEOID03
 PZ0660
 PZ0660  HORZ ORDER  -  SECOND
 PZ0660
 PZ0660.The horizontal coordinates were established by classical geodetic methods
 PZ0660.and adjusted by the National Geodetic Survey in July 1992..
 PZ0660
 PZ0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0660
 PZ0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0660
 PZ0660.The geoid height was determined by GEOID03.
 PZ0660
 PZ0660;                    North         East     Units Scale Factor Converg.
 PZ0660;SPC ID E     -   314,178.035   194,421.550   MT  0.99994775   -0 02 57.0
 PZ0660;SPC MT       -    31,020.352   382,293.838   MT  1.00034054   -2 00 07.1
 PZ0660;SPC MT       -   101,772.81  1,254,244.88   iFT  1.00034054   -2 00 07.1
 PZ0660;UTM  12      - 4,927,578.064   401,667.759   MT  0.99971891   -0 52 00.8
 PZ0660
 PZ0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0660!SPC ID E     -   0.99968301  x   0.99994775  =   0.99963078
 PZ0660!SPC MT       -   0.99968301  x   1.00034054  =   1.00002345
 PZ0660!UTM  12      -   0.99968301  x   0.99971891  =   0.99940201
 PZ0660
 PZ0660:                Primary Azimuth Mark                     Grid Az
 PZ0660:SPC ID E     -  OWENS                                    120 36 03.8
 PZ0660:SPC MT       -  OWENS                                    122 33 13.9
 PZ0660:UTM  12      -  OWENS                                    121 25 07.6
 PZ0660
 PZ0660|---------------------------------------------------------------------|
 PZ0660| PID    Reference Object                     Distance      Geod. Az  |
 PZ0660|                                                           dddmmss.s |
 PZ0660| PZ0653 OWENS                               APPROX. 2.3 KM 1203306.8 |
 PZ0660| CN3746 IDA 15 147 RM 1                      11.940 METERS 17158     |
 PZ0660| PZ0659 I15 3 115                           243.170 METERS 22342     |
 PZ0660| CN3747 IDA 15 147 RM 2                      11.982 METERS 24419     |
 PZ0660|---------------------------------------------------------------------|
 PZ0660
 PZ0660                          SUPERSEDED SURVEY CONTROL
 PZ0660
 PZ0660  NAD 83(1986)-  44 29 41.36285(N)    112 14 12.49661(W) AD(       ) 2
 PZ0660  NAD 27      -  44 29 41.67400(N)    112 14 09.50180(W) AD(       ) 2
 PZ0660  NGVD 29 (07/19/86) 2030.9    (m)         6663.     (f) VERT ANG       
 PZ0660
 PZ0660.Superseded values are not recommended for survey control.
 PZ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0660.See file dsdata.txt to determine how the superseded data were derived.
 PZ0660
 PZ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0166827578(NAD 83)
 PZ0660_MARKER: DS = TRIANGULATION STATION DISK
 PZ0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0660
 PZ0660  HISTORY     - Date     Condition        Report By
 PZ0660  HISTORY     - 1959     MONUMENTED       CGS
 PZ0660
 PZ0660                          STATION DESCRIPTION
 PZ0660
 PZ0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0660'THE STATION IS ABOUT 0.6 MILE NORTH OF HUMPHREY, 0.15 MILE
 PZ0660'SOUTH OF THE HUMPHREY CEMETERY AND ON THE EAST POINT OF A
 PZ0660'FLAT SAGE RIDGE.
 PZ0660'
 PZ0660'TO REACH FROM THE POST OFFICE AT SPENCER GO NORTH ON U.S.
 PZ0660'HIGHWAY 91 FOR 9.5 MILES TO HUMPHREY.  CONTINUE NORTH ON
 PZ0660'THE HIGHWAY FOR 0.1 MILE TO A GRAVEL SIDE ROAD LEFT LEADING
 PZ0660'TO A ABANDONED SCHOOL BUILDING.  TURN LEFT, WEST, ON THE GRAVEL
 PZ0660'ROAD AND PASS AROUND THE NORTH SIDE OF THE SCHOOL BUILDING
 PZ0660'FOR 0.4 MILE TO THE CREST OF A RIDGE AND A TRACK ROAD LEADING
 PZ0660'EAST.  TURN RIGHT, EAST, AND GO 0.05 MILE TO I-15-3 115
 PZ0660'(IDPW).  BEAR NORTHEAST ON THE TRACK ROAD AND GO 0.15 MILE TO
 PZ0660'THE STATION.
 PZ0660'
 PZ0660'THE STATION WITH UNDERGROUND MARK, STAMPED IDA 15-147 1959,
 PZ0660'IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING 5 INCHES
 PZ0660'AND IS 9 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 PZ0660'
 PZ0660'REFERENCE MARK NO. 1, STAMPED IDA 15-147 NO 1 1959, IS A
 PZ0660'STANDARD DISK SET IN A CONCRETE POST PROJECTING 5 INCHES
 PZ0660'AND IS ABOUT LEVEL WITH THE STATION.
 PZ0660'
 PZ0660'REFERENCE MARK NO. 2, STAMPED IDA 15-147 NO 2 1959, IS A
 PZ0660'STANDARD DISK SET IN A CONCRETE POST PROJECTING 2 INCHES
 PZ0660'AND IS ABOUT 1-1/2 FEET HIGHER THAN THE STATION.
 PZ0660'
 PZ0660'THE IDAHO DEPARTMENT OF PUBLIC WORKS MARK, STAMPED I-15-3 115,
 PZ0660'IS A BRONZE DISK SET IN A 5 INCH PIPE FILLED WITH CONCRETE
 PZ0660'FLUSH WITH THE GROUND AND 6 FEET SOUTHWEST OF A METAL WITNESS
 PZ0660'POST.
 PZ0660'
 PZ0660'THE BENCH MARK, STAMPED C 89 1959, IS A STANDARD DISK SET
 PZ0660'IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES, 0.1 MILE
 PZ0660'SOUTH OF HIGHWAY MILE POLE 205, 94 FEET WEST OF THE WEST
 PZ0660'RAIL OF THE UNION PACIFIC RAILROAD TRACKS, 29 FEET EAST
 PZ0660'OF THE CENTERLINE OF THE HIGHWAY, 19-1/2 FEET SOUTHEAST OF
 PZ0660'TELEPHONE POLE NO. 8, 5-1/2 FEET SOUTHEAST OF A METAL WITNESS
 PZ0660'POST WITH SIGN.  TO REACH FROM HUMPHREY GO NORTH ON U.S.
 PZ0660'HIGHWAY 91 FOR 1.3 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0164 ***********************************************************************
 PZ0164  DESIGNATION -  IDA 15 147 A
 PZ0164  PID         -  PZ0164
 PZ0164  STATE/COUNTY-  ID/CLARK
 PZ0164  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0164
 PZ0164                         *CURRENT SURVEY CONTROL
 PZ0164  ___________________________________________________________________
 PZ0164* NAD 83(1992)-  44 27 57.69805(N)    112 13 37.75777(W)     ADJUSTED  
 PZ0164* NAVD 88     -      2000.999  (meters)    6564.94   (feet)  ADJUSTED  
 PZ0164  ___________________________________________________________________
 PZ0164  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 PZ0164  GEOID HEIGHT-          -9.95  (meters)                     GEOID03
 PZ0164  DYNAMIC HT  -        1999.866 (meters)    6561.23  (feet)  COMP
 PZ0164  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 PZ0164
 PZ0164  HORZ ORDER  -  SECOND
 PZ0164  VERT ORDER  -  FIRST     CLASS II
 PZ0164
 PZ0164.The horizontal coordinates were established by classical geodetic methods
 PZ0164.and adjusted by the National Geodetic Survey in July 1992..
 PZ0164
 PZ0164.The orthometric height was determined by differential leveling
 PZ0164.and adjusted by the National Geodetic Survey in June 1991..
 PZ0164.WARNING-Repeat measurements at this control monument indicate possible
 PZ0164.vertical movement.
 PZ0164
 PZ0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0164
 PZ0164.The geoid height was determined by GEOID03.
 PZ0164
 PZ0164.The dynamic height is computed by dividing the NAVD 88
 PZ0164.geopotential number by the normal gravity value computed on the
 PZ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0164.degrees latitude (g = 980.6199 gals.).
 PZ0164
 PZ0164.The modeled gravity was interpolated from observed gravity values.
 PZ0164
 PZ0164;                    North         East     Units Scale Factor Converg.
 PZ0164;SPC ID E     -   310,977.703   195,186.855   MT  0.99994765   -0 02 32.5
 PZ0164;SPC MT       -    27,794.499   382,949.915   MT  1.00036220   -1 59 41.7
 PZ0164;SPC MT       -    91,189.30  1,256,397.36   iFT  1.00036220   -1 59 41.7
 PZ0164;UTM  12      - 4,924,367.876   402,387.160   MT  0.99971718   -0 51 34.8
 PZ0164
 PZ0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0164!SPC ID E     -   0.99968791  x   0.99994765  =   0.99963557
 PZ0164!SPC MT       -   0.99968791  x   1.00036220  =   1.00004999
 PZ0164!UTM  12      -   0.99968791  x   0.99971718  =   0.99940518
 PZ0164
 PZ0164|---------------------------------------------------------------------|
 PZ0164| PID    Reference Object                     Distance      Geod. Az  |
 PZ0164|                                                           dddmmss.s |
 PZ0164| PZ0165 IDA 15 147 A RM 1                    10.316 METERS 24246     |
 PZ0164| PZ0166 I15 3 97                              6.706 METERS 33646     |
 PZ0164| PZ0660 IDA 15 147                          APPROX. 3.3 KM 3463031.9 |
 PZ0164|---------------------------------------------------------------------|
 PZ0164
 PZ0164                          SUPERSEDED SURVEY CONTROL
 PZ0164
 PZ0164  NAD 83(1986)-  44 27 57.69679(N)    112 13 37.74817(W) AD(       ) 2
 PZ0164  NAD 27      -  44 27 58.01000(N)    112 13 34.75820(W) AD(       ) 2
 PZ0164  NGVD 29 (??/??/92) 1999.691  (m)         6560.65   (f) ADJ UNCH    1 2
 PZ0164
 PZ0164.Superseded values are not recommended for survey control.
 PZ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0164.See file dsdata.txt to determine how the superseded data were derived.
 PZ0164
 PZ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0238724368(NAD 83)
 PZ0164_MARKER: DS = TRIANGULATION STATION DISK
 PZ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0164_STAMPING: IDA 15-147 A 1959
 PZ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0164+STABILITY: SURFACE MOTION
 PZ0164
 PZ0164  HISTORY     - Date     Condition        Report By
 PZ0164  HISTORY     - 1959     MONUMENTED       CGS
 PZ0164  HISTORY     - 1967     GOOD             CGS
 PZ0164  HISTORY     - 1967     GOOD             NGS
 PZ0164
 PZ0164                          STATION DESCRIPTION
 PZ0164
 PZ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0164'THE STATION IS ABOUT 2 MILES SOUTH OF HUMPHREY, 0.7 MILE NORTH
 PZ0164'OF THE HIGHWAY BRIDGE OVER PLEASANT VALLEY CREEK, 0.1 MILE
 PZ0164'WEST OF U.S. HIGHWAY 91, 21 FEET NORTHEAST OF TELEPHONE POLE
 PZ0164'NO. 6, 21 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, ON THE
 PZ0164'EAST SLOPE OF A SAGE RIDGE AND JUST SOUTH OF A POINT WHERE
 PZ0164'A TELEPHONE LINE MAKES A SLIGHT TURN TO THE NORTHWEST.
 PZ0164'
 PZ0164'TO REACH FROM THE POST OFFICE AT SPENCER GO NORTH ON U.S.
 PZ0164'HIGHWAY 91 FOR 7.5 MILES TO THE HIGHWAY BRIDGE OVER PLEASANT VALLEY
 PZ0164'CREEK.  CONTINUE NORTH ON THE HIGHWAY FOR 0.6 MILE TO THE NORTH
 PZ0164'BOUNDARY SIGN OF THE TARGEE NATIONAL FOREST.  TURN LEFT,
 PZ0164'WEST, ON TRACK ROAD AND GO 0.1 MILE UP THE SLOPE OF A SAGE
 PZ0164'COVERED RIDGE TO THE SECOND SET OF TELEPHONE LINES AND TELEPHONE
 PZ0164'POLE NO. 2.  TURN RIGHT, NORTH, ON TELEPHONE LINE ROAD AND
 PZ0164'GO 0.1 MILE TO THE STATION ON THE RIGHT.
 PZ0164'
 PZ0164'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-147 A 1959,
 PZ0164'IS A STANDARD DISK SET IN A CONCRETE POST AND PROJECTS
 PZ0164'4 INCHES.
 PZ0164'
 PZ0164'REFERENCE MARK NO. 1, STAMPED IDA 15-147 A NO 1 1959, IS
 PZ0164'A STANDARD DISK SET IN A CONCRETE POST PROJECTING 5 INCHES,
 PZ0164'20-1/2 FEET NORTHWEST OF TELEPHONE POLE NO. 6 AND IS ABOUT
 PZ0164'1 FOOT HIGHER THAN THE STATION.
 PZ0164'
 PZ0164'THE IDAHO DEPARTMENT OF PUBLIC WORKS MARK, STAMPED I-15-3 97 BM,
 PZ0164'IS A BRONZE DISK SET IN A CYLINDRICAL CONCRETE POST, 6.2 FEET
 PZ0164'WEST OF A METAL WITNESS POST WITH SIGN AND IS ABOUT LEVEL WITH
 PZ0164'THE STATION.
 PZ0164
 PZ0164                          STATION RECOVERY (1967)
 PZ0164
 PZ0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0164'THE STATION, R.M. 1 AND I-15-3 97 (IDPW) (USED AS R.M.)
 PZ0164'WERE RECOVERED IN GOOD CONDITION AND LEVELED OVER.
 PZ0164'
 PZ0164'TO REACH FROM THE POST OFFICE AT HUMPHREY, GO 1.9 MILES SOUTH
 PZ0164'ALONG AN ASPHALT ROAD, THENCE 0.1 MILE SOUTHWEST ALONG A
 PZ0164'GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A TELEPHONE LINE.
 PZ0164'
 PZ0164'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PZ0164'IDA 15-147 A 1959.  7-1/2 FEET NORTHEAST OF THE CENTER LINE
 PZ0164'OF THE ROAD, 21 FEET NORTHEAST OF TELEPHONE POLE 12446, 22
 PZ0164'FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 PZ0164'
 PZ0164'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-147 A
 PZ0164'NO 1 1959.  33.85 FEET WEST-SOUTHWEST OF THE STATION, IN A
 PZ0164'CONCRETE POST.
 PZ0164'
 PZ0164'I-15-3 97 (IDPW) IS A IDAHO DEPT. OF PUBLIC WORKS SURVEY DISK,
 PZ0164'STAMPED I-15-3 97 BM, 22.00 FEET NORTH-NORTHWEST OF THE STATION,
 PZ0164'IN A CONCRETE POST.
 PZ0164'
 PZ0164'THE STATION IS IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 PZ0164'
 PZ0164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/4
 PZ0164'MILES SOUTH OF HUMPHREY.
 PZ0164
 PZ0164                          STATION RECOVERY (1967)
 PZ0164
 PZ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0164'2.2 MI S FROM HUMPHREY.
 PZ0164'1.9 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0164'HUMPHREY, THENCE 0.1 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.2
 PZ0164'MILE NORTH ALONG A ROAD ALONG A TELEPHONE LINE, AT A SLIGHT ANGLE IN
 PZ0164'THE TELEPHONE LINE, 7 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 21
 PZ0164'FEET NORTHEAST OF TELEPHONE POLE 12446, 33.0 FEET WEST OF THE WEST
 PZ0164'RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 15, 33.85 FEET EAST-NORTHEAST
 PZ0164'OF R.M. 1 22.00 FEET SOUTH-SOUTHEAST OF I-15-3 97 (IDPW), 22 FEET
 PZ0164'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 PZ0164'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0165 ***********************************************************************
 PZ0165  DESIGNATION -  IDA 15 147 A RM 1
 PZ0165  PID         -  PZ0165
 PZ0165  STATE/COUNTY-  ID/CLARK
 PZ0165  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0165
 PZ0165                         *CURRENT SURVEY CONTROL
 PZ0165  ___________________________________________________________________
 PZ0165* NAD 83(1986)-  44 27 58.     (N)    112 13 38.     (W)     SCALED    
 PZ0165* NAVD 88     -      2001.799  (meters)    6567.57   (feet)  ADJUSTED  
 PZ0165  ___________________________________________________________________
 PZ0165  GEOID HEIGHT-          -9.95  (meters)                     GEOID03
 PZ0165  DYNAMIC HT  -        2000.666 (meters)    6563.85  (feet)  COMP
 PZ0165  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 PZ0165
 PZ0165  VERT ORDER  -  FIRST     CLASS II
 PZ0165
 PZ0165.The horizontal coordinates were scaled from a topographic map and have
 PZ0165.an estimated accuracy of +/- 6 seconds.
 PZ0165
 PZ0165.The orthometric height was determined by differential leveling
 PZ0165.and adjusted by the National Geodetic Survey in June 1991..
 PZ0165
 PZ0165.The geoid height was determined by GEOID03.
 PZ0165
 PZ0165.The dynamic height is computed by dividing the NAVD 88
 PZ0165.geopotential number by the normal gravity value computed on the
 PZ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0165.degrees latitude (g = 980.6199 gals.).
 PZ0165
 PZ0165.The modeled gravity was interpolated from observed gravity values.
 PZ0165
 PZ0165;                    North         East    Units  Estimated Accuracy
 PZ0165;SPC ID E     -   310,990.      195,180.      MT  (+/- 180 meters Scaled)
 PZ0165
 PZ0165                          SUPERSEDED SURVEY CONTROL
 PZ0165
 PZ0165  NGVD 29 (??/??/92) 2000.491  (m)         6563.28   (f) ADJ UNCH    1 2
 PZ0165
 PZ0165.Superseded values are not recommended for survey control.
 PZ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0165.See file dsdata.txt to determine how the superseded data were derived.
 PZ0165
 PZ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ023243(NAD 83)
 PZ0165_MARKER: DR = REFERENCE MARK DISK
 PZ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0165_STAMPING: IDA 15-147 A NO. 1 1959
 PZ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0165+STABILITY: SURFACE MOTION
 PZ0165
 PZ0165  HISTORY     - Date     Condition        Report By
 PZ0165  HISTORY     - 1959     MONUMENTED       CGS
 PZ0165  HISTORY     - 1967     GOOD             NGS
 PZ0165
 PZ0165                          STATION DESCRIPTION
 PZ0165
 PZ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0165'2.2 MI S FROM HUMPHREY.
 PZ0165'1.9 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0165'HUMPHREY, THENCE 0.1 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.2
 PZ0165'MILE NORTH ALONG A ROAD ALONG A TELEPHONE LINE, 25 1/2 FEET WEST OF
 PZ0165'THE CENTER LINE OF THE ROAD, 33.85 FEET WEST-SOUTHWEST AND ACROSS THE
 PZ0165'ROAD FROM THE STATION, 20 1/2 FEET WEST-NORTHWEST OF TELEPHONE POLE
 PZ0165'12446, 41.80 FEET SOUTHWEST OF I 15-3 97 (IDPW), ABOUT 2 FEET HIGHER
 PZ0165'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 PZ0165'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0004 ***********************************************************************
 PZ0004  DESIGNATION -  IDA 15 148
 PZ0004  PID         -  PZ0004
 PZ0004  STATE/COUNTY-  ID/CLARK
 PZ0004  USGS QUAD   -  MONIDA (1968)
 PZ0004
 PZ0004                         *CURRENT SURVEY CONTROL
 PZ0004  ___________________________________________________________________
 PZ0004* NAD 83(1992)-  44 31 10.56930(N)    112 15 15.99077(W)     ADJUSTED  
 PZ0004* NAVD 88     -      2029.382  (meters)    6658.06   (feet)  ADJUSTED  
 PZ0004  ___________________________________________________________________
 PZ0004  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 PZ0004  GEOID HEIGHT-          -9.93  (meters)                     GEOID03
 PZ0004  DYNAMIC HT  -        2028.225 (meters)    6654.27  (feet)  COMP
 PZ0004  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 PZ0004
 PZ0004  HORZ ORDER  -  SECOND
 PZ0004  VERT ORDER  -  FIRST     CLASS II
 PZ0004
 PZ0004.The horizontal coordinates were established by classical geodetic methods
 PZ0004.and adjusted by the National Geodetic Survey in July 1992..
 PZ0004
 PZ0004.The orthometric height was determined by differential leveling
 PZ0004.and adjusted by the National Geodetic Survey in June 1991..
 PZ0004
 PZ0004.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0004
 PZ0004.The geoid height was determined by GEOID03.
 PZ0004
 PZ0004.The dynamic height is computed by dividing the NAVD 88
 PZ0004.geopotential number by the normal gravity value computed on the
 PZ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0004.degrees latitude (g = 980.6199 gals.).
 PZ0004
 PZ0004.The modeled gravity was interpolated from observed gravity values.
 PZ0004
 PZ0004;                    North         East     Units Scale Factor Converg.
 PZ0004;SPC ID E     -   316,932.750   193,021.982   MT  0.99994797   -0 03 41.6
 PZ0004;SPC MT       -    33,822.239   380,988.467   MT  1.00032210   -2 00 53.6
 PZ0004;SPC MT       -   110,965.35  1,249,962.16   iFT  1.00032210   -2 00 53.6
 PZ0004;UTM  12      - 4,930,351.846   400,307.966   MT  0.99972222   -0 52 46.7
 PZ0004
 PZ0004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0004!SPC ID E     -   0.99968346  x   0.99994797  =   0.99963145
 PZ0004!SPC MT       -   0.99968346  x   1.00032210  =   1.00000546
 PZ0004!UTM  12      -   0.99968346  x   0.99972222  =   0.99940577
 PZ0004
 PZ0004|---------------------------------------------------------------------|
 PZ0004| PID    Reference Object                     Distance      Geod. Az  |
 PZ0004|                                                           dddmmss.s |
 PZ0004| PZ0002 IDA 15 148 RM 1                      20.734 METERS 05116     |
 PZ0004| PZ0005 T14N R36E SECS 19 20 1/4 COR        APPROX. 0.8 KM 3231924.5 |
 PZ0004| PZ0003 IDA 15 148 RM 2                      15.151 METERS 33646     |
 PZ0004|---------------------------------------------------------------------|
 PZ0004
 PZ0004                          SUPERSEDED SURVEY CONTROL
 PZ0004
 PZ0004  NAD 83(1986)-  44 31 10.56703(N)    112 15 15.98107(W) AD(       ) 2
 PZ0004  NAD 27      -  44 31 10.87950(N)    112 15 12.98180(W) AD(       ) 2
 PZ0004  NGVD 29 (??/??/92) 2028.049  (m)         6653.69   (f) ADJ UNCH    1 2
 PZ0004
 PZ0004.Superseded values are not recommended for survey control.
 PZ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0004.See file dsdata.txt to determine how the superseded data were derived.
 PZ0004
 PZ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ0030830352(NAD 83)
 PZ0004_MARKER: DS = TRIANGULATION STATION DISK
 PZ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0004_STAMPING: IDA 15-148 1959
 PZ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0004+STABILITY: SURFACE MOTION
 PZ0004
 PZ0004  HISTORY     - Date     Condition        Report By
 PZ0004  HISTORY     - 1959     MONUMENTED       CGS
 PZ0004  HISTORY     - 1967     GOOD             CGS
 PZ0004  HISTORY     - 1967     GOOD             NGS
 PZ0004
 PZ0004                          STATION DESCRIPTION
 PZ0004
 PZ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0004'THE STATION IS 4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY
 PZ0004'91 FROM MONIDA, MONTANA, 3.7 MILES SOUTHEAST OF THE MONTANA-IDAHO
 PZ0004'STATE LINE, 91.6 FEET EAST OF THE EAST RAIL OF THE UNION
 PZ0004'PACIFIC RAILROAD TRACKS, 14 FEET SOUTH OF THE CENTERLINE OF
 PZ0004'LONG CREEK ROAD, 12 FEET WEST OF A NORTH-SOUTH FENCE LINE, 8
 PZ0004'FEET EAST OF A METAL WITNESS POST WITH SIGN, 11 FEET
 PZ0004'WEST-SOUTHWEST OF A GATE POST AND ABOUT 3 FEET LOWER THAN THE
 PZ0004'RAILROAD TRACKS.
 PZ0004'
 PZ0004'TO REACH FROM THE POST OFFICE AT MONIDA, MONTANA GO SOUTHEAST
 PZ0004'ON U.S. HIGHWAY 91 4.0 MILES TO A GRAVEL SIDE ROAD LEFT, LONG
 PZ0004'CREEK ROAD, THENCE LEFT ACROSS THE RAILROAD TRACKS AND THE
 PZ0004'STATION ON THE RIGHT.
 PZ0004'
 PZ0004'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-148 1959,
 PZ0004'IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING 4 INCHES.
 PZ0004'
 PZ0004'REFERENCE MARK NO. 1, STAMPED IDA 80-148 NO 1 1959, IS A
 PZ0004'STANDARD DISK SET IN A CONCRETE POST PROJECTING 8 INCHES,
 PZ0004'16.6 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 2 FEET
 PZ0004'SOUTH OF A EAST-WEST FENCE LINE AND ABOUT LEVEL WITH THE
 PZ0004'STATION.
 PZ0004'
 PZ0004'REFERENCE MARK NO. 2, STAMPED IDA 80-148 NO 2 1959, IS A
 PZ0004'STANDARD DISK SET IN A CONCRETE POST PROJECTING 6 INCHES,
 PZ0004'36 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 1.6 FEET
 PZ0004'WEST OF A NORTH-SOUTH FENCE LINE AND ABOUT LEVEL WITH THE
 PZ0004'STATION.
 PZ0004'
 PZ0004'THE 1/4 SECTION CORNER, STAMPED 1/4 S19 S 20 1914, IS A GENERAL
 PZ0004'LAND OFFICE BRASS CAP RIVETED TO THE TOP OF 3/4 INCH PIPE
 PZ0004'PROJECTING 15 INCHES.  THE MARK IS 1-1/2 POLES SOUTH OF RAILROAD
 PZ0004'MILE POLE 261, 150 FEET SOUTH OF A RAILROAD GRADE CROSSING,
 PZ0004'36.6 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS AND
 PZ0004'ABOUT 3 FEET LOWER THAN THE RAILROAD.  TO REACH FROM THE STATION
 PZ0004'GO NORTHWEST ON U.S. HIGHWAY 91 FOR 0.45 MILES TO A GRAVEL
 PZ0004'SIDE ROAD RIGHT, THENCE RIGHT ACROSS THE RAILROAD TRACKS TO
 PZ0004'THE MARK ON THE RIGHT.
 PZ0004
 PZ0004                          STATION RECOVERY (1967)
 PZ0004
 PZ0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 PZ0004'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PZ0004'CONDITION AND LEVELED OVER.
 PZ0004'
 PZ0004'TO REACH FROM THE POST OFFICE AT HUMPHREY, GO 2.35 MILES NORTH ALONG
 PZ0004'AN ASPHALT ROAD.
 PZ0004'
 PZ0004'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED IDA
 PZ0004'15-148 1959.  AT THE CROSSING OF LONG CREEK ROAD, 91.6 FEET
 PZ0004'NORTHEAST OF THE NORTHEAST RAIL OF THE UNION PACIFIC RAILROAD, 213
 PZ0004'FEET NORTHEAST AND ACROSS THE TRACK FROM THE CENTER LINE OF THE
 PZ0004'ROAD, 14 FEET SOUTH OF THE CENTER LINE OF LONG CREEK ROAD, 1.0 FOOT
 PZ0004'EAST OF A WITNESS POST, IN THE TOP OF A CONCRETE POST PROJEXTING
 PZ0004'0.4 FOOT ABOVE THE GROUND.
 PZ0004'
 PZ0004'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-148 NO 1
 PZ0004'1959.  68.02 FEET EAST-NORTHEAST OF THE STATION, 154.3 FEET
 PZ0004'NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF A CONCRETE POST
 PZ0004'PROJECTING 0.4 FOOT.
 PZ0004'
 PZ0004'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-148 NO 2
 PZ0004'1959.  49.71 FEET NORTH-NORTHWEST OF THE STATION, 98.3 FEET
 PZ0004'NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF A CONCRETE POST
 PZ0004'PROJECTING 0.5 FOOT.
 PZ0004'
 PZ0004'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/4 MILES
 PZ0004'NORTH OF HUMPHREY.
 PZ0004
 PZ0004                          STATION RECOVERY (1967)
 PZ0004
 PZ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PZ0004'2.35 MI N FROM HUMPHREY.
 PZ0004'2.35 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0004'HUMPHREY, ALONG THE UNION PACIFIC RAILROAD, 1/2 POLE SOUTHEAST OF
 PZ0004'MILEPOLE 260.50, AT THE CROSSING OF LONG CREEK ROAD, 213 FEET
 PZ0004'NORTHEAST AND ACROSS THE TRACK FROM THE CENTER LINE OF THE ROAD, 14
 PZ0004'FEET SOUTH OF THE CENTER LINE OF LONG CREEK ROAD, 91.6 FEET NORTHEAST
 PZ0004'OF THE NORTHEAST RAIL, 68.02 FEET WEST-SOUTHWEST OF R.M. 1, 49.71 FEET
 PZ0004'SOUTH-SOUTHEAST OF R.M. 2, 11 1/2 FEET WEST OF THE SOUTH END OF A
 PZ0004'GATE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 PZ0004'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PZ0004'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0002 ***********************************************************************
 PZ0002  DESIGNATION -  IDA 15 148 RM 1
 PZ0002  PID         -  PZ0002
 PZ0002  STATE/COUNTY-  ID/CLARK
 PZ0002  USGS QUAD   -  MONIDA (1968)
 PZ0002
 PZ0002                         *CURRENT SURVEY CONTROL
 PZ0002  ___________________________________________________________________
 PZ0002* NAD 83(1986)-  44 31 11.     (N)    112 15 16.     (W)     SCALED    
 PZ0002* NAVD 88     -      2029.089  (meters)    6657.10   (feet)  ADJUSTED  
 PZ0002  ___________________________________________________________________
 PZ0002  GEOID HEIGHT-          -9.93  (meters)                     GEOID03
 PZ0002  DYNAMIC HT  -        2027.932 (meters)    6653.31  (feet)  COMP
 PZ0002  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 PZ0002
 PZ0002  VERT ORDER  -  FIRST     CLASS II
 PZ0002
 PZ0002.The horizontal coordinates were scaled from a topographic map and have
 PZ0002.an estimated accuracy of +/- 6 seconds.
 PZ0002
 PZ0002.The orthometric height was determined by differential leveling
 PZ0002.and adjusted by the National Geodetic Survey in June 1991..
 PZ0002
 PZ0002.The geoid height was determined by GEOID03.
 PZ0002
 PZ0002.The dynamic height is computed by dividing the NAVD 88
 PZ0002.geopotential number by the normal gravity value computed on the
 PZ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0002.degrees latitude (g = 980.6199 gals.).
 PZ0002
 PZ0002.The modeled gravity was interpolated from observed gravity values.
 PZ0002
 PZ0002;                    North         East    Units  Estimated Accuracy
 PZ0002;SPC ID E     -   316,950.      193,020.      MT  (+/- 180 meters Scaled)
 PZ0002
 PZ0002                          SUPERSEDED SURVEY CONTROL
 PZ0002
 PZ0002  NGVD 29 (??/??/92) 2027.756  (m)         6652.73   (f) ADJ UNCH    1 2
 PZ0002
 PZ0002.Superseded values are not recommended for survey control.
 PZ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0002.See file dsdata.txt to determine how the superseded data were derived.
 PZ0002
 PZ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ003303(NAD 83)
 PZ0002_MARKER: DR = REFERENCE MARK DISK
 PZ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0002_STAMPING: IDA 15-148 NO 1 1959
 PZ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0002+STABILITY: SURFACE MOTION
 PZ0002
 PZ0002  HISTORY     - Date     Condition        Report By
 PZ0002  HISTORY     - 1959     MONUMENTED       CGS
 PZ0002  HISTORY     - 1967     GOOD             NGS
 PZ0002
 PZ0002                          STATION DESCRIPTION
 PZ0002
 PZ0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0002'2.35 MI N FROM HUMPHREY.
 PZ0002'2.35 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0002'HUMPHREY, ALONG THE UNION PACIFIC RAILROAD, AT THE CROSSING OF LONG
 PZ0002'CREEK ROAD, 68.02 FEET EAST-NORTHEAST OF THE STATION, 154.3 FEET
 PZ0002'NORTHEAST OF THE NORTHEAST RAIL, 16 FEET NORTH OF THE CENTER LINE OF
 PZ0002'LONG CREEK ROAD, 30 FEET EAST OF THE EAST END OF A GATE, 2.0 FEET
 PZ0002'SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 PZ0002'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0003 ***********************************************************************
 PZ0003  DESIGNATION -  IDA 15 148 RM 2
 PZ0003  PID         -  PZ0003
 PZ0003  STATE/COUNTY-  ID/CLARK
 PZ0003  USGS QUAD   -  MONIDA (1968)
 PZ0003
 PZ0003                         *CURRENT SURVEY CONTROL
 PZ0003  ___________________________________________________________________
 PZ0003* NAD 83(1986)-  44 31 11.     (N)    112 15 16.     (W)     SCALED    
 PZ0003* NAVD 88     -      2029.621  (meters)    6658.85   (feet)  ADJUSTED  
 PZ0003  ___________________________________________________________________
 PZ0003  GEOID HEIGHT-          -9.93  (meters)                     GEOID03
 PZ0003  DYNAMIC HT  -        2028.464 (meters)    6655.05  (feet)  COMP
 PZ0003  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 PZ0003
 PZ0003  VERT ORDER  -  FIRST     CLASS II
 PZ0003
 PZ0003.The horizontal coordinates were scaled from a topographic map and have
 PZ0003.an estimated accuracy of +/- 6 seconds.
 PZ0003
 PZ0003.The orthometric height was determined by differential leveling
 PZ0003.and adjusted by the National Geodetic Survey in June 1991..
 PZ0003
 PZ0003.The geoid height was determined by GEOID03.
 PZ0003
 PZ0003.The dynamic height is computed by dividing the NAVD 88
 PZ0003.geopotential number by the normal gravity value computed on the
 PZ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0003.degrees latitude (g = 980.6199 gals.).
 PZ0003
 PZ0003.The modeled gravity was interpolated from observed gravity values.
 PZ0003
 PZ0003;                    North         East    Units  Estimated Accuracy
 PZ0003;SPC ID E     -   316,950.      193,020.      MT  (+/- 180 meters Scaled)
 PZ0003
 PZ0003                          SUPERSEDED SURVEY CONTROL
 PZ0003
 PZ0003  NGVD 29 (??/??/92) 2028.288  (m)         6654.47   (f) ADJ UNCH    1 2
 PZ0003
 PZ0003.Superseded values are not recommended for survey control.
 PZ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0003.See file dsdata.txt to determine how the superseded data were derived.
 PZ0003
 PZ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ003303(NAD 83)
 PZ0003_MARKER: DR = REFERENCE MARK DISK
 PZ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0003_STAMPING: IDA 15-148 NO 2 1959
 PZ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0003+STABILITY: SURFACE MOTION
 PZ0003
 PZ0003  HISTORY     - Date     Condition        Report By
 PZ0003  HISTORY     - 1959     MONUMENTED       CGS
 PZ0003  HISTORY     - 1967     GOOD             NGS
 PZ0003
 PZ0003                          STATION DESCRIPTION
 PZ0003
 PZ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0003'2.35 MI N FROM HUMPHREY.
 PZ0003'2.35 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0003'HUMPHREY, ALONG THE UNION PACIFIC RAILROAD, 49.71 FEET NORTH-NORTHWEST
 PZ0003'OF THE STATION, 98.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 30 FEET
 PZ0003'NORTH OF THE NORTH END OF A GATE, 39 FEET NORTH OF THE CENTER LINE OF
 PZ0003'LONG CREEK ROAD, 1.6 FEET WEST OF A FENCE, ABOUT 1 FOOT HIGHER THAN
 PZ0003'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 PZ0003'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0415 ***********************************************************************
 NU0415  DESIGNATION -  IDA 15 51
 NU0415  PID         -  NU0415
 NU0415  STATE/COUNTY-  ID/ONEIDA
 NU0415  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0415
 NU0415                         *CURRENT SURVEY CONTROL
 NU0415  ___________________________________________________________________
 NU0415* NAD 83(1994)-  42 00 25.89627(N)    112 12 10.51377(W)     ADJUSTED  
 NU0415* NAVD 88     -      1364.687  (meters)    4477.31   (feet)  ADJUSTED  
 NU0415  ___________________________________________________________________
 NU0415  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 NU0415  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 NU0415  DYNAMIC HT  -        1363.771 (meters)    4474.31  (feet)  COMP
 NU0415  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 NU0415
 NU0415  HORZ ORDER  -  THIRD
 NU0415  VERT ORDER  -  SECOND    CLASS 0
 NU0415
 NU0415.The horizontal coordinates were established by classical geodetic methods
 NU0415.and adjusted by the National Geodetic Survey in November 1997..
 NU0415
 NU0415.The orthometric height was determined by differential leveling
 NU0415.and adjusted by the National Geodetic Survey in June 1991..
 NU0415
 NU0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0415
 NU0415.The geoid height was determined by GEOID03.
 NU0415
 NU0415.The dynamic height is computed by dividing the NAVD 88
 NU0415.geopotential number by the normal gravity value computed on the
 NU0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0415.degrees latitude (g = 980.6199 gals.).
 NU0415
 NU0415.The modeled gravity was interpolated from observed gravity values.
 NU0415
 NU0415;                    North         East     Units Scale Factor Converg.
 NU0415;SPC ID E     -    37,820.991   196,996.839   MT  0.99994748   -0 01 27.3
 NU0415;SPC UT N     - 1,186,128.498   441,767.134   MT  1.00004401   -0 27 48.5
 NU0415;UTM  12      - 4,651,274.749   400,387.429   MT  0.99972210   -0 48 18.3
 NU0415
 NU0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0415!SPC ID E     -   0.99978830  x   0.99994748  =   0.99973579
 NU0415!SPC UT N     -   0.99978830  x   1.00004401  =   0.99983230
 NU0415!UTM  12      -   0.99978830  x   0.99972210  =   0.99951046
 NU0415
 NU0415|---------------------------------------------------------------------|
 NU0415| PID    Reference Object                     Distance      Geod. Az  |
 NU0415|                                                           dddmmss.s |
 NU0415| NU0416 IDA 15 51 RM 2                       14.754 METERS 16222     |
 NU0415| NU0417 IDA 15 50                           APPROX. 0.7 KM 1713825.6 |
 NU0415| NU0414 IDA 15 51 RM 1                       19.459 METERS 34838     |
 NU0415|---------------------------------------------------------------------|
 NU0415
 NU0415                          SUPERSEDED SURVEY CONTROL
 NU0415
 NU0415  NAD 83(1992)-  42 00 25.89180(N)    112 12 10.50430(W) AD(       ) 3
 NU0415  NAD 83(1986)-  42 00 25.89138(N)    112 12 10.50383(W) AD(       ) 3
 NU0415  NAD 27      -  42 00 26.16740(N)    112 12 07.64130(W) AD(       ) 3
 NU0415  NGVD 29 (??/??/92) 1363.638  (m)         4473.87   (f) ADJ UNCH    2 0
 NU0415
 NU0415.Superseded values are not recommended for survey control.
 NU0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0415.See file dsdata.txt to determine how the superseded data were derived.
 NU0415
 NU0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0038751275(NAD 83)
 NU0415_MARKER: DS = TRIANGULATION STATION DISK
 NU0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0415_STAMPING: IDA 15-51 1960
 NU0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0415+STABILITY: SURFACE MOTION
 NU0415
 NU0415  HISTORY     - Date     Condition        Report By
 NU0415  HISTORY     - 1960     MONUMENTED       CGS
 NU0415  HISTORY     - 1960     GOOD             CGS
 NU0415  HISTORY     - 1980     GOOD             NGS
 NU0415
 NU0415                          STATION DESCRIPTION
 NU0415
 NU0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0415'THE STATION IS 12-1/2 MILES SOUTH SOUTHEAST OF MALAD CITY AND
 NU0415'0.45 MILE NORTH OF THE UTAH-IDAHO STATE LINE ON A SLIGHT RISE
 NU0415'ON THE EAST SIDE OF U.S. HIGHWAY 191.
 NU0415'
 NU0415'THE STATION AND UNDERGROUND MARKS, STAMPED IDA 15-51 1960, ARE
 NU0415'STANDARD DISKS WITH THE SURFACE MARK SET IN A CYLINDRICAL CONCRETE
 NU0415'MONUMENT PROJECTING 2 INCHES.  IT IS 7 FEET NORTH OF A METAL
 NU0415'WITNESS POST WITH SIGN AND 5 FEET WEST OF THE EAST RIGHT OF WAY
 NU0415'FENCE.
 NU0415'
 NU0415'REFERENCE MARK 1, STAMPED IDA 15-51 NO 1 1960, IS A STANDARD
 NU0415'DISK SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 2 INCHES
 NU0415'AND IS 2 FEET WEST OF THE EAST RIGHT OF WAY FENCE.
 NU0415'
 NU0415'REFERENCE MARK 2, STAMPED IDA 15-51 NO 2 1960, IS A STANDARD
 NU0415'DISK SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES
 NU0415'AND IS 3 FEET WEST OF THE EAST RIGHT OF WAY FENCE.
 NU0415
 NU0415                          STATION RECOVERY (1960)
 NU0415
 NU0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0415'13.4 MI S FROM MALAD CITY.
 NU0415'ABOUT 13.4 MILES SOUTH ALONG U.S. HIGHWAY 191 FROM JUNCTION WITH STATE
 NU0415'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, ON A SLIGHT RISE ABOUT 150
 NU0415'FEET EAST FROM THE HIGHWAY , 0.45 NORTH ALONG THE HIGHWAY FROM THE
 NU0415'IDAHO-UTAH STATE LINE, 7 FEET NORTH FROM A METAL WITNESS POST WITH
 NU0415'SIGN, 5 FEET WEST FROM THE RIGHT OF WAY FENCE, SET IN A CYLINDRICAL
 NU0415'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
 NU0415
 NU0415                          STATION RECOVERY (1980)
 NU0415
 NU0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NU0415'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NU0415'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 NU0415'
 NU0415'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH-SOUTHEAST OF MALAD
 NU0415'CITY, AND 0.45 MILE NORTH OF THE IDAHO-UTAH BORDER AND ON A SLIGHT
 NU0415'RISE BETWEEN AN OLD HIGHWAY AND I-15 FREEWAY AND IN A CULTIVATED
 NU0415'FIELD.
 NU0415'
 NU0415'TO REACH THE STATION FROM THE I-15 ON RAMP IN MALAD CITY, GO SOUTH ON
 NU0415'I-15 FOR 10.6 MILES TO THE WOODRUFF OFFRAMP, TURN RIGHT AND GO 0.05
 NU0415'MILE TO A CROSSROAD, TURN LEFT AND GO 1.3 MILES TO A ROAD FORK, TAKE
 NU0415'LEFT FORK AND GO 0.9 MILE TO THE STATION ABOUT 180 FEET ON THE LEFT.
 NU0415'
 NU0415'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 NU0415'STAMPED---IDA 15-51 1960---SET INTO THE TOP OF A ROUND CONCRETE
 NU0415'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES)
 NU0415'ABOVE THE GROUND LOCATED 146.3 METERS (480 FEET) S FROM AN EAST WEST
 NU0415'FENCE, 50.3 METERS (165 FEET) E FROM THE CENTERLINE OF AN OLD PAVED
 NU0415'ROAD, AND 0.82 METER (2.7 FEET) NE FROM A METAL WITNESS POST.
 NU0415'
 NU0415'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU0415'NOS) DISK STAMPED---IDA 15-51 NO 1 1960---SET INTO THE TOP OF A
 NU0415'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM
 NU0415'(2 INCHES) ABOVE THE GROUND LOCATED 50.3 METERS (165 FEET) E FROM THE
 NU0415'CENTERLINE OF AN OLD ROAD, 18.6 METERS (61 FEET) N FROM A METAL
 NU0415'WITNESS POST, AND 0.049 METER (0.16 FOOT) HIGHER THAN THE STATION.
 NU0415'
 NU0415'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU0415'NOS) DISK STAMPED---IDA 15-51 NO 2 1960---SET INTO THE TOP OF A
 NU0415'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM
 NU0415'(3 INCHES) ABOVE THE GROUND LOCATED 50.3 METERS (165 FEET) E FROM THE
 NU0415'CENTERLINE OF AN OLD ROAD, 15.2 METERS (50 FEET) S FROM A METAL
 NU0415'WITNESS POST, AND 0.21 METER (0.7 FOOT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0414 ***********************************************************************
 NU0414  DESIGNATION -  IDA 15 51 RM 1
 NU0414  PID         -  NU0414
 NU0414  STATE/COUNTY-  ID/ONEIDA
 NU0414  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0414
 NU0414                         *CURRENT SURVEY CONTROL
 NU0414  ___________________________________________________________________
 NU0414* NAD 83(1986)-  42 00 26.     (N)    112 12 10.     (W)     SCALED    
 NU0414* NAVD 88     -      1364.737  (meters)    4477.47   (feet)  ADJUSTED  
 NU0414  ___________________________________________________________________
 NU0414  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 NU0414  DYNAMIC HT  -        1363.821 (meters)    4474.47  (feet)  COMP
 NU0414  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 NU0414
 NU0414  VERT ORDER  -  SECOND    CLASS 0
 NU0414
 NU0414.The horizontal coordinates were scaled from a topographic map and have
 NU0414.an estimated accuracy of +/- 6 seconds.
 NU0414
 NU0414.The orthometric height was determined by differential leveling
 NU0414.and adjusted by the National Geodetic Survey in June 1991..
 NU0414
 NU0414.The geoid height was determined by GEOID03.
 NU0414
 NU0414.The dynamic height is computed by dividing the NAVD 88
 NU0414.geopotential number by the normal gravity value computed on the
 NU0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0414.degrees latitude (g = 980.6199 gals.).
 NU0414
 NU0414.The modeled gravity was interpolated from observed gravity values.
 NU0414
 NU0414;                    North         East    Units  Estimated Accuracy
 NU0414;SPC ID E     -    37,820.      197,010.      MT  (+/- 180 meters Scaled)
 NU0414
 NU0414                          SUPERSEDED SURVEY CONTROL
 NU0414
 NU0414  NGVD 29 (??/??/92) 1363.688  (m)         4474.03   (f) ADJ UNCH    2 0
 NU0414
 NU0414.Superseded values are not recommended for survey control.
 NU0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0414.See file dsdata.txt to determine how the superseded data were derived.
 NU0414
 NU0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM003512(NAD 83)
 NU0414_MARKER: DR = REFERENCE MARK DISK
 NU0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0414_STAMPING: IDA 15-51 NO 1 1960
 NU0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0414+STABILITY: SURFACE MOTION
 NU0414
 NU0414  HISTORY     - Date     Condition        Report By
 NU0414  HISTORY     - 1960     MONUMENTED       CGS
 NU0414
 NU0414                          STATION DESCRIPTION
 NU0414
 NU0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0414'13.4 MI S FROM MALAD CITY.
 NU0414'13.4 MILES SOUTH ALONG U.S. HIGHWAY FROM JUNCTION WITH STATE HIGHWAY
 NU0414'37 AT THE EAST LIMITS OF MALAD, EAST OF THE HIGHWAY AND 2 FEET WEST
 NU0414'FROM RIGHT OF WAY FENCE, 63.8 FEET NORTH FROM TRIANGULATION STATION
 NU0414'IDA 15-51, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 2 INCHES
 NU0414'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0416 ***********************************************************************
 NU0416  DESIGNATION -  IDA 15 51 RM 2
 NU0416  PID         -  NU0416
 NU0416  STATE/COUNTY-  ID/ONEIDA
 NU0416  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0416
 NU0416                         *CURRENT SURVEY CONTROL
 NU0416  ___________________________________________________________________
 NU0416* NAD 83(1986)-  42 00 26.     (N)    112 12 10.     (W)     SCALED    
 NU0416* NAVD 88     -      1364.240  (meters)    4475.84   (feet)  ADJUSTED  
 NU0416  ___________________________________________________________________
 NU0416  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 NU0416  DYNAMIC HT  -        1363.324 (meters)    4472.84  (feet)  COMP
 NU0416  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 NU0416
 NU0416  VERT ORDER  -  SECOND    CLASS 0
 NU0416
 NU0416.The horizontal coordinates were scaled from a topographic map and have
 NU0416.an estimated accuracy of +/- 6 seconds.
 NU0416
 NU0416.The orthometric height was determined by differential leveling
 NU0416.and adjusted by the National Geodetic Survey in June 1991..
 NU0416
 NU0416.The geoid height was determined by GEOID03.
 NU0416
 NU0416.The dynamic height is computed by dividing the NAVD 88
 NU0416.geopotential number by the normal gravity value computed on the
 NU0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0416.degrees latitude (g = 980.6199 gals.).
 NU0416
 NU0416.The modeled gravity was interpolated from observed gravity values.
 NU0416
 NU0416;                    North         East    Units  Estimated Accuracy
 NU0416;SPC ID E     -    37,820.      197,010.      MT  (+/- 180 meters Scaled)
 NU0416
 NU0416                          SUPERSEDED SURVEY CONTROL
 NU0416
 NU0416  NGVD 29 (??/??/92) 1363.191  (m)         4472.40   (f) ADJ UNCH    2 0
 NU0416
 NU0416.Superseded values are not recommended for survey control.
 NU0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0416.See file dsdata.txt to determine how the superseded data were derived.
 NU0416
 NU0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM003512(NAD 83)
 NU0416_MARKER: DR = REFERENCE MARK DISK
 NU0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0416_STAMPING: IDA 15-51 NO 2 1960
 NU0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0416+STABILITY: SURFACE MOTION
 NU0416
 NU0416  HISTORY     - Date     Condition        Report By
 NU0416  HISTORY     - 1960     MONUMENTED       CGS
 NU0416
 NU0416                          STATION DESCRIPTION
 NU0416
 NU0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0416'13.4 MI S FROM MALAD CITY.
 NU0416'13.4 MILES SOUTH ALONG U.S. HIGHWAY 191 FROM JUNCTION WITH STATE
 NU0416'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, EAST OF THE HIGHWAY AND 3 FEET
 NU0416'WEST FROM THE RIGHT OF WAY FENCE, 48.3 FEET SOUTH FROM TRIANGULATION
 NU0416'STATION IDA 15-51, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 4
 NU0416'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0411 ***********************************************************************
 NU0411  DESIGNATION -  IDA 15 52
 NU0411  PID         -  NU0411
 NU0411  STATE/COUNTY-  ID/ONEIDA
 NU0411  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0411
 NU0411                         *CURRENT SURVEY CONTROL
 NU0411  ___________________________________________________________________
 NU0411* NAD 83(1994)-  42 01 21.50995(N)    112 12 40.72328(W)     ADJUSTED  
 NU0411* NAVD 88     -      1364.791  (meters)    4477.65   (feet)  ADJUSTED  
 NU0411  ___________________________________________________________________
 NU0411  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 NU0411  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NU0411  DYNAMIC HT  -        1363.875 (meters)    4474.65  (feet)  COMP
 NU0411  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 NU0411
 NU0411  HORZ ORDER  -  THIRD
 NU0411  VERT ORDER  -  SECOND    CLASS 0
 NU0411
 NU0411.The horizontal coordinates were established by classical geodetic methods
 NU0411.and adjusted by the National Geodetic Survey in November 1997..
 NU0411
 NU0411.The orthometric height was determined by differential leveling
 NU0411.and adjusted by the National Geodetic Survey in June 1991..
 NU0411
 NU0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0411
 NU0411.The geoid height was determined by GEOID03.
 NU0411
 NU0411.The dynamic height is computed by dividing the NAVD 88
 NU0411.geopotential number by the normal gravity value computed on the
 NU0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0411.degrees latitude (g = 980.6199 gals.).
 NU0411
 NU0411.The modeled gravity was interpolated from observed gravity values.
 NU0411
 NU0411;                    North         East     Units Scale Factor Converg.
 NU0411;SPC ID E     -    39,537.121   196,302.604   MT  0.99994754   -0 01 47.6
 NU0411;SPC UT N     - 1,187,850.068   441,086.006   MT  1.00004762   -0 28 08.4
 NU0411;UTM  12      - 4,652,999.794   399,716.800   MT  0.99972375   -0 48 39.4
 NU0411
 NU0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0411!SPC ID E     -   0.99978828  x   0.99994754  =   0.99973583
 NU0411!SPC UT N     -   0.99978828  x   1.00004762  =   0.99983589
 NU0411!UTM  12      -   0.99978828  x   0.99972375  =   0.99951208
 NU0411
 NU0411|---------------------------------------------------------------------|
 NU0411| PID    Reference Object                     Distance      Geod. Az  |
 NU0411|                                                           dddmmss.s |
 NU0411| NU0412 IDA 15 52 RM 2                       14.639 METERS 15140     |
 NU0411| NU1580 RUFF RESET                          APPROX. 6.3 KM 3145051.8 |
 NU0411| NU0409 L 100                                              3303236.9 |
 NU0411| NU0410 IDA 15 52 RM 1                       14.124 METERS 33421     |
 NU0411|---------------------------------------------------------------------|
 NU0411
 NU0411                          SUPERSEDED SURVEY CONTROL
 NU0411
 NU0411  NAD 83(1992)-  42 01 21.50607(N)    112 12 40.71421(W) AD(       ) 3
 NU0411  NAD 83(1986)-  42 01 21.50552(N)    112 12 40.71353(W) AD(       ) 3
 NU0411  NAD 27      -  42 01 21.78360(N)    112 12 37.84960(W) AD(       ) 3
 NU0411  NGVD 29 (??/??/92) 1363.740  (m)         4474.20   (f) ADJ UNCH    2 0
 NU0411
 NU0411.Superseded values are not recommended for survey control.
 NU0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0411.See file dsdata.txt to determine how the superseded data were derived.
 NU0411
 NU0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9971753000(NAD 83)
 NU0411_MARKER: DS = TRIANGULATION STATION DISK
 NU0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0411_STAMPING: IDA 15 52 1960
 NU0411_MARK LOGO: CGS   
 NU0411_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0411+STABILITY: SURFACE MOTION
 NU0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0411+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1995
 NU0411
 NU0411  HISTORY     - Date     Condition        Report By
 NU0411  HISTORY     - 1960     MONUMENTED       CGS
 NU0411  HISTORY     - 1960     GOOD             CGS
 NU0411  HISTORY     - 1980     GOOD             NGS
 NU0411  HISTORY     - 19950621 GOOD             NGS
 NU0411
 NU0411                          STATION DESCRIPTION
 NU0411
 NU0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0411'THE STATION IS 11-1/4 MILES SOUTH OF MALAD, 1-1/2 MILES NORTH
 NU0411'OF THE IDAHO-UTAH BORDER, AT THE CREST OF A LOW RISE AND WITHIN
 NU0411'THE EAST RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 191.
 NU0411'
 NU0411'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 191 AND
 NU0411'STATE HIGHWAY 37, AT THE EAST SIDE OF MALAD, DRIVE SOUTH ON
 NU0411'U.S. HIGHWAY 191 FOR 10.35 MILES TO THE WOODRUF CROSS ROAD AND
 NU0411'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE HIGHWAY
 NU0411'FOR 0.9 MILE TO THE STATION ON THE LEFT.
 NU0411'
 NU0411'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 NU0411'STAMPED IDA 15-52 1960.  THE SURFACE MARK IS SET IN THE TOP OF A
 NU0411'CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER, PROJECTING
 NU0411'4 INCHES ABOVE THE GROUND.  IT IS 73 FEET EAST OF THE CENTER
 NU0411'OF THE HIGHWAY, 6 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 NU0411'AND 3 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.
 NU0411'
 NU0411'REFERENCE MARK 1, STAMPED IDA 15-52 NO 1 1960, IS A STANDARD
 NU0411'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 NU0411'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 74
 NU0411'FEET EAST OF THE CENTER OF THE HIGHWAY AND 2 FEET WEST OF THE EAST
 NU0411'RIGHT-OF-WAY FENCE.
 NU0411'
 NU0411'REFERENCE MARK 2, STAMPED IDA 15-52 NO 2 1960, IS A STANDARD
 NU0411'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 NU0411'IN DIAMETER, PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 74
 NU0411'FEET EAST OF THE CENTER OF THE HIGHWAY AND 2 FEET WEST OF THE
 NU0411'EAST RIGHT-OF-WAY FENCE.
 NU0411'
 NU0411'A STANDARD C AND GS BENCH MARK DISK, STAMPED L 100 1960, WAS
 NU0411'USED FOR THE AZIMUTH MARK.  THE MARK IS SET IN THE TOP OF A
 NU0411'CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER, PROJECTING
 NU0411'6 INCHES ABOVE THE GROUND.  IT IS SITUATED IN THE NORTHWEST
 NU0411'QUADRANT OF THE CROSS ROAD, 72.5 FEET WEST OF THE CENTER OF THE
 NU0411'SOUTH-BOUND LANE OF U.S. HIGHWAY 191, 36 FEET NORTH OF THE
 NU0411'CENTER OF WOODRUF ROAD, 4.5 FEET SOUTH OF A METAL WITNESS POST
 NU0411'WITH SIGN AND 2.5 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.
 NU0411
 NU0411                          STATION RECOVERY (1960)
 NU0411
 NU0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0411'11.4 MI S FROM MALAD CITY.
 NU0411'11.35 MILES SOUTH ALONG U.S. HIGHWAY 191 FROM INTERSECTION WITH STATE
 NU0411'HIGHWAY AT THE EAST LIMITS OF MALAD, 0.9 MILE AFTER PASSING THE ROAD
 NU0411'WEST TO WOODRUFF, ON THE CREST OF A LOW RIDGE 3 FEET WEST FROM THE
 NU0411'EAST RIGHT OF WAY FENCE, 73 FEET EAST FROM THE CENTER OF THE HIGHWAY,
 NU0411'6 FEET NORTH FROM A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL
 NU0411'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.
 NU0411
 NU0411                          STATION RECOVERY (1980)
 NU0411
 NU0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NU0411'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NU0411'CONDITION.  THE AZIMUTH MARK BM L 100 WAS NOT SEARCHED FOR
 NU0411'
 NU0411'THE STATION IS LOCATED 11-1/4 MILES SOUTH OF MALAD CITY, 1-1/2 MILES
 NU0411'NORTH OF THE UTAH-IDAHO BORDER AND ON THE CREST OF A SMALL HILL.
 NU0411'
 NU0411'TO REACH THE STATION FROM THE ON RAMP TO INTERSTATE HIGHWAY 15 IN
 NU0411'MALAD CITY, GO SOUTH 10.6 MILES ON HIGHWAY 15 TO THE WOODRUFF
 NU0411'OFFRAMP.  TURN RIGHT AND GO 0.05 MILE TO A CROSSROADS, TURN LEFT AND
 NU0411'GO 1.3 MILES TO A Y JUNCTION.  TURN HARD RIGHT AND GO 0.3 MILE TO THE
 NU0411'STATION ON THE RIGHT.
 NU0411'
 NU0411'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 NU0411'STAMPED---IDA 15-52 1960---SET INTO THE TOP OF A ROUND CONCRETE
 NU0411'MONUMENT FLUSH WITH THE GROUND LOCATED 22.3 METERS (73 FEET)
 NU0411'E FROM THE CENTERLINE OF OLD HIGHWAY, 0.9 METER (3 FEET) W FROM AN
 NU0411'OLD FENCELINE, AND 0.6 METER (2 FEET) N FROM A WITNESS POST.
 NU0411'
 NU0411'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU0411'NOS) DISK STAMPED---IDA 15-52 NO 1 1960---SET INTO THE TOP OF A
 NU0411'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM
 NU0411'(3 INCHES) ABOVE THE GROUND LOCATED 22.6 METERS (74 FEET) E FROM THE
 NU0411'CENTERLINE OF A ROAD, 0.6 METER (2 FEET) W FROM A FENCE LINE, AND
 NU0411'0.46 METER (1.5 FEET) S FROM A METAL WITNESS POST.
 NU0411'
 NU0411'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU0411'NOS) DISK STAMPED---IDA 15-52 NO 2 1960---SET INTO THE TOP OF A
 NU0411'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10
 NU0411'CM (4 INCHES) ABOVE THE GROUND LOCATED 22.6 METERS (74 FEET) E FROM
 NU0411'THE CENTERLINE OF AN OLD HIGHWAY, 0.6 METER (2 FEET) W FROM A FENCE,
 NU0411'AND 1.52 METERS (5.0 FEET) NW FROM A WOODEN FENCE POST WITH A WITNESS
 NU0411'TAG ON IT.
 NU0411
 NU0411                          STATION RECOVERY (1995)
 NU0411
 NU0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 NU0411'RECOVERED IN GOOD CONDITION.  THIS MARK IS NOW ON PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0410 ***********************************************************************
 NU0410  DESIGNATION -  IDA 15 52 RM 1
 NU0410  PID         -  NU0410
 NU0410  STATE/COUNTY-  ID/ONEIDA
 NU0410  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0410
 NU0410                         *CURRENT SURVEY CONTROL
 NU0410  ___________________________________________________________________
 NU0410* NAD 83(1986)-  42 01 21.     (N)    112 12 40.     (W)     SCALED    
 NU0410* NAVD 88     -      1364.623  (meters)    4477.10   (feet)  ADJUSTED  
 NU0410  ___________________________________________________________________
 NU0410  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NU0410  DYNAMIC HT  -        1363.707 (meters)    4474.10  (feet)  COMP
 NU0410  MODELED GRAV-     979,903.5   (mgal)                       NAVD 88
 NU0410
 NU0410  VERT ORDER  -  SECOND    CLASS 0
 NU0410
 NU0410.The horizontal coordinates were scaled from a topographic map and have
 NU0410.an estimated accuracy of +/- 6 seconds.
 NU0410
 NU0410.The orthometric height was determined by differential leveling
 NU0410.and adjusted by the National Geodetic Survey in June 1991..
 NU0410
 NU0410.The geoid height was determined by GEOID03.
 NU0410
 NU0410.The dynamic height is computed by dividing the NAVD 88
 NU0410.geopotential number by the normal gravity value computed on the
 NU0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0410.degrees latitude (g = 980.6199 gals.).
 NU0410
 NU0410.The modeled gravity was interpolated from observed gravity values.
 NU0410
 NU0410;                    North         East    Units  Estimated Accuracy
 NU0410;SPC ID E     -    39,520.      196,320.      MT  (+/- 180 meters Scaled)
 NU0410
 NU0410                          SUPERSEDED SURVEY CONTROL
 NU0410
 NU0410  NGVD 29 (??/??/92) 1363.571  (m)         4473.65   (f) ADJ UNCH    2 0
 NU0410
 NU0410.Superseded values are not recommended for survey control.
 NU0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0410.See file dsdata.txt to determine how the superseded data were derived.
 NU0410
 NU0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM997529(NAD 83)
 NU0410_MARKER: DR = REFERENCE MARK DISK
 NU0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0410_STAMPING: IDA 15-52 NO 1 1960
 NU0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0410+STABILITY: SURFACE MOTION
 NU0410
 NU0410  HISTORY     - Date     Condition        Report By
 NU0410  HISTORY     - 1960     MONUMENTED       CGS
 NU0410
 NU0410                          STATION DESCRIPTION
 NU0410
 NU0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0410'11.4 MI S FROM MALAD CITY.
 NU0410'11.35 MILES SOUTH ALONG U.S. HIGHWAY 191 FROM JUNCTION WITH STATE
 NU0410'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, 74 FEET EAST FROM CENTER OF
 NU0410'HIGHWAY, 2 FEET WEST FROM RIGHT OF WAY FENCE, 46.3 FEET NORTH FROM
 NU0410'TRIANGULATION STATION IDA 15-52, SET IN A CYLINDRICAL MONUMENT
 NU0410'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0412 ***********************************************************************
 NU0412  DESIGNATION -  IDA 15 52 RM 2
 NU0412  PID         -  NU0412
 NU0412  STATE/COUNTY-  ID/ONEIDA
 NU0412  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0412
 NU0412                         *CURRENT SURVEY CONTROL
 NU0412  ___________________________________________________________________
 NU0412* NAD 83(1986)-  42 01 21.     (N)    112 12 41.     (W)     SCALED    
 NU0412* NAVD 88     -      1364.474  (meters)    4476.61   (feet)  ADJUSTED  
 NU0412  ___________________________________________________________________
 NU0412  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NU0412  DYNAMIC HT  -        1363.558 (meters)    4473.61  (feet)  COMP
 NU0412  MODELED GRAV-     979,903.7   (mgal)                       NAVD 88
 NU0412
 NU0412  VERT ORDER  -  SECOND    CLASS 0
 NU0412
 NU0412.The horizontal coordinates were scaled from a topographic map and have
 NU0412.an estimated accuracy of +/- 6 seconds.
 NU0412
 NU0412.The orthometric height was determined by differential leveling
 NU0412.and adjusted by the National Geodetic Survey in June 1991..
 NU0412
 NU0412.The geoid height was determined by GEOID03.
 NU0412
 NU0412.The dynamic height is computed by dividing the NAVD 88
 NU0412.geopotential number by the normal gravity value computed on the
 NU0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0412.degrees latitude (g = 980.6199 gals.).
 NU0412
 NU0412.The modeled gravity was interpolated from observed gravity values.
 NU0412
 NU0412;                    North         East    Units  Estimated Accuracy
 NU0412;SPC ID E     -    39,520.      196,300.      MT  (+/- 180 meters Scaled)
 NU0412
 NU0412                          SUPERSEDED SURVEY CONTROL
 NU0412
 NU0412  NGVD 29 (??/??/92) 1363.423  (m)         4473.16   (f) ADJ UNCH    2 0
 NU0412
 NU0412.Superseded values are not recommended for survey control.
 NU0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0412.See file dsdata.txt to determine how the superseded data were derived.
 NU0412
 NU0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM997529(NAD 83)
 NU0412_MARKER: DR = REFERENCE MARK DISK
 NU0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0412_STAMPING: IDA 15-52 NO 2 1960
 NU0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0412+STABILITY: SURFACE MOTION
 NU0412
 NU0412  HISTORY     - Date     Condition        Report By
 NU0412  HISTORY     - 1960     MONUMENTED       CGS
 NU0412
 NU0412                          STATION DESCRIPTION
 NU0412
 NU0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0412'11.4 MI S FROM MALAD CITY.
 NU0412'11.35 MILES SOUTH ALONG U.S. HIGHWAY 191 FROM JUNCTION WITH STATE
 NU0412'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, 74 FEET EAST FROM THE CENTER
 NU0412'OF THE HIGHWAY, 2 FEET WEST FROM THE RIGHT OF WAY FENCE, 48.0 FEET
 NU0412'SOUTH FROM TRIANGULATION STATION IDA 15-52, SET IN A CYLINDRICAL
 NU0412'CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0405 ***********************************************************************
 NU0405  DESIGNATION -  IDA 15 53 RM 1
 NU0405  PID         -  NU0405
 NU0405  STATE/COUNTY-  ID/ONEIDA
 NU0405  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0405
 NU0405                         *CURRENT SURVEY CONTROL
 NU0405  ___________________________________________________________________
 NU0405* NAD 83(1986)-  42 03 21.     (N)    112 14 01.     (W)     SCALED    
 NU0405* NAVD 88     -      1340.408  (meters)    4397.66   (feet)  ADJUSTED  
 NU0405  ___________________________________________________________________
 NU0405  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NU0405  DYNAMIC HT  -        1339.522 (meters)    4394.75  (feet)  COMP
 NU0405  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 NU0405
 NU0405  VERT ORDER  -  SECOND    CLASS 0
 NU0405
 NU0405.The horizontal coordinates were scaled from a topographic map and have
 NU0405.an estimated accuracy of +/- 6 seconds.
 NU0405
 NU0405.The orthometric height was determined by differential leveling
 NU0405.and adjusted by the National Geodetic Survey in June 1991..
 NU0405
 NU0405.The geoid height was determined by GEOID03.
 NU0405
 NU0405.The dynamic height is computed by dividing the NAVD 88
 NU0405.geopotential number by the normal gravity value computed on the
 NU0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0405.degrees latitude (g = 980.6199 gals.).
 NU0405
 NU0405.The modeled gravity was interpolated from observed gravity values.
 NU0405
 NU0405;                    North         East    Units  Estimated Accuracy
 NU0405;SPC ID E     -    43,230.      194,460.      MT  (+/- 180 meters Scaled)
 NU0405
 NU0405                          SUPERSEDED SURVEY CONTROL
 NU0405
 NU0405  NGVD 29 (??/??/92) 1339.368  (m)         4394.24   (f) ADJ UNCH    2 0
 NU0405
 NU0405.Superseded values are not recommended for survey control.
 NU0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0405.See file dsdata.txt to determine how the superseded data were derived.
 NU0405
 NU0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM979567(NAD 83)
 NU0405_MARKER: DR = REFERENCE MARK DISK
 NU0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0405_STAMPING: IDA 15-53 NO 1 1960
 NU0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0405+STABILITY: SURFACE MOTION
 NU0405
 NU0405  HISTORY     - Date     Condition        Report By
 NU0405  HISTORY     - 1960     MONUMENTED       CGS
 NU0405
 NU0405                          STATION DESCRIPTION
 NU0405
 NU0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0405'9 MI S FROM MALAD CITY.
 NU0405'9 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM ITS JUNCTION WITH STATE
 NU0405'HIGHWAY 37 AT MALAD, 48.9 FEET NORTH NORTHWEST FROM TRIANGULATION
 NU0405'STATION IDA 15-53, 2 FEET WEST FROM THE RIGHT OF WAY FENCE, SET IN A
 NU0405'CYLINDRICAL CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0407 ***********************************************************************
 NU0407  DESIGNATION -  IDA 15 53 RM 2
 NU0407  PID         -  NU0407
 NU0407  STATE/COUNTY-  ID/ONEIDA
 NU0407  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0407
 NU0407                         *CURRENT SURVEY CONTROL
 NU0407  ___________________________________________________________________
 NU0407* NAD 83(1986)-  42 03 21.     (N)    112 14 01.     (W)     SCALED    
 NU0407* NAVD 88     -      1340.534  (meters)    4398.07   (feet)  ADJUSTED  
 NU0407  ___________________________________________________________________
 NU0407  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NU0407  DYNAMIC HT  -        1339.648 (meters)    4395.16  (feet)  COMP
 NU0407  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 NU0407
 NU0407  VERT ORDER  -  SECOND    CLASS 0
 NU0407
 NU0407.The horizontal coordinates were scaled from a topographic map and have
 NU0407.an estimated accuracy of +/- 6 seconds.
 NU0407
 NU0407.The orthometric height was determined by differential leveling
 NU0407.and adjusted by the National Geodetic Survey in June 1991..
 NU0407
 NU0407.The geoid height was determined by GEOID03.
 NU0407
 NU0407.The dynamic height is computed by dividing the NAVD 88
 NU0407.geopotential number by the normal gravity value computed on the
 NU0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0407.degrees latitude (g = 980.6199 gals.).
 NU0407
 NU0407.The modeled gravity was interpolated from observed gravity values.
 NU0407
 NU0407;                    North         East    Units  Estimated Accuracy
 NU0407;SPC ID E     -    43,230.      194,460.      MT  (+/- 180 meters Scaled)
 NU0407
 NU0407                          SUPERSEDED SURVEY CONTROL
 NU0407
 NU0407  NGVD 29 (??/??/92) 1339.49   (m)         4394.6    (f) COMPUTED    2 0
 NU0407
 NU0407.Superseded values are not recommended for survey control.
 NU0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0407.See file dsdata.txt to determine how the superseded data were derived.
 NU0407
 NU0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM979567(NAD 83)
 NU0407_MARKER: DR = REFERENCE MARK DISK
 NU0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0407_STAMPING: IDA 15-53 NO 2 1960
 NU0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0407+STABILITY: SURFACE MOTION
 NU0407
 NU0407  HISTORY     - Date     Condition        Report By
 NU0407  HISTORY     - 1960     MONUMENTED       CGS
 NU0407
 NU0407                          STATION DESCRIPTION
 NU0407
 NU0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0407'9 MI S FROM MALAD CITY.
 NU0407'9 MILES SOUTH ALONG U.S. HIGHWAY FROM ITS JUNCTION WITH STATE HIGHWAY
 NU0407'AT MALAD, 49.6 FEET SOUTH SOUTHEAST FROM TRIANGULATION STATION IDA
 NU0407'15-53, 2 FEET WEST FROM THE EAST RIGHT OF WAY FENCE, SET IN A
 NU0407'CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0400 ***********************************************************************
 NU0400  DESIGNATION -  IDA 15 54 RM 1
 NU0400  PID         -  NU0400
 NU0400  STATE/COUNTY-  ID/ONEIDA
 NU0400  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0400
 NU0400                         *CURRENT SURVEY CONTROL
 NU0400  ___________________________________________________________________
 NU0400* NAD 83(1986)-  42 05 16.     (N)    112 14 05.     (W)     SCALED    
 NU0400* NAVD 88     -      1347.904  (meters)    4422.25   (feet)  ADJUSTED  
 NU0400  ___________________________________________________________________
 NU0400  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU0400  DYNAMIC HT  -        1347.006 (meters)    4419.30  (feet)  COMP
 NU0400  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 NU0400
 NU0400  VERT ORDER  -  SECOND    CLASS 0
 NU0400
 NU0400.The horizontal coordinates were scaled from a topographic map and have
 NU0400.an estimated accuracy of +/- 6 seconds.
 NU0400
 NU0400.The orthometric height was determined by differential leveling
 NU0400.and adjusted by the National Geodetic Survey in June 1991..
 NU0400
 NU0400.The geoid height was determined by GEOID03.
 NU0400
 NU0400.The dynamic height is computed by dividing the NAVD 88
 NU0400.geopotential number by the normal gravity value computed on the
 NU0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0400.degrees latitude (g = 980.6199 gals.).
 NU0400
 NU0400.The modeled gravity was interpolated from observed gravity values.
 NU0400
 NU0400;                    North         East    Units  Estimated Accuracy
 NU0400;SPC ID E     -    46,770.      194,370.      MT  (+/- 180 meters Scaled)
 NU0400
 NU0400                          SUPERSEDED SURVEY CONTROL
 NU0400
 NU0400  NGVD 29 (??/??/92) 1346.852  (m)         4418.80   (f) ADJ UNCH    2 0
 NU0400
 NU0400.Superseded values are not recommended for survey control.
 NU0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0400.See file dsdata.txt to determine how the superseded data were derived.
 NU0400
 NU0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM978602(NAD 83)
 NU0400_MARKER: DR = REFERENCE MARK DISK
 NU0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0400_STAMPING: IDA 15-54 NO 1 1960
 NU0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0400+STABILITY: SURFACE MOTION
 NU0400
 NU0400  HISTORY     - Date     Condition        Report By
 NU0400  HISTORY     - 1960     MONUMENTED       CGS
 NU0400
 NU0400                          STATION DESCRIPTION
 NU0400
 NU0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0400'6.7 MI S FROM MALAD CITY.
 NU0400'6.7 MILES SOUTH ALONG U.S. HIGHWAY FROM JUNCTION WITH STATE HIGHWAY 37
 NU0400'AT MALAD CROSS ROAD, EAST OF THE HIGHWAY, 60.3 FEET NORTH FROM
 NU0400'TRIANGULATION STATION IDA 15-54, 3 FEET WEST FROM THE RIGHT OF WAY
 NU0400'FENCE, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0402 ***********************************************************************
 NU0402  DESIGNATION -  IDA 15 54 RM 2
 NU0402  PID         -  NU0402
 NU0402  STATE/COUNTY-  ID/ONEIDA
 NU0402  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0402
 NU0402                         *CURRENT SURVEY CONTROL
 NU0402  ___________________________________________________________________
 NU0402* NAD 83(1986)-  42 05 16.     (N)    112 14 04.     (W)     SCALED    
 NU0402* NAVD 88     -      1347.681  (meters)    4421.52   (feet)  ADJUSTED  
 NU0402  ___________________________________________________________________
 NU0402  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU0402  DYNAMIC HT  -        1346.782 (meters)    4418.57  (feet)  COMP
 NU0402  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 NU0402
 NU0402  VERT ORDER  -  SECOND    CLASS 0
 NU0402
 NU0402.The horizontal coordinates were scaled from a topographic map and have
 NU0402.an estimated accuracy of +/- 6 seconds.
 NU0402
 NU0402.The orthometric height was determined by differential leveling
 NU0402.and adjusted by the National Geodetic Survey in June 1991..
 NU0402
 NU0402.The geoid height was determined by GEOID03.
 NU0402
 NU0402.The dynamic height is computed by dividing the NAVD 88
 NU0402.geopotential number by the normal gravity value computed on the
 NU0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0402.degrees latitude (g = 980.6199 gals.).
 NU0402
 NU0402.The modeled gravity was interpolated from observed gravity values.
 NU0402
 NU0402;                    North         East    Units  Estimated Accuracy
 NU0402;SPC ID E     -    46,770.      194,390.      MT  (+/- 180 meters Scaled)
 NU0402
 NU0402                          SUPERSEDED SURVEY CONTROL
 NU0402
 NU0402  NGVD 29 (??/??/92) 1346.628  (m)         4418.06   (f) ADJ UNCH    2 0
 NU0402
 NU0402.Superseded values are not recommended for survey control.
 NU0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0402.See file dsdata.txt to determine how the superseded data were derived.
 NU0402
 NU0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM979602(NAD 83)
 NU0402_MARKER: DR = REFERENCE MARK DISK
 NU0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0402_STAMPING: IDA 15-54 NO 2 1960
 NU0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0402+STABILITY: SURFACE MOTION
 NU0402
 NU0402  HISTORY     - Date     Condition        Report By
 NU0402  HISTORY     - 1960     MONUMENTED       CGS
 NU0402  HISTORY     - 1980     GOOD             NGS
 NU0402
 NU0402                          STATION DESCRIPTION
 NU0402
 NU0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0402'6.7 MI S FROM MALAD CITY.
 NU0402'6.7 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM ITS JUNCTION WITH STATE
 NU0402'HIGHWAY 37 AT MALAD TO A CROSS ROAD, ON THE EAST SIDE OF THE ROAD, 27
 NU0402'FEET SOUTH FROM THE CENTER OF THE GRAVELED CROSS ROAD AND 2 FEET
 NU0402'NORTHWEST FROM A FENCE CORNER, SET IN A CYLINDRICAL CONCRETE MONUMENT.
 NU0402
 NU0402                          STATION RECOVERY (1980)
 NU0402
 NU0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NU0402'REACHED FROM THE INTERSECTION OF 50 SOUTH ST AND S MAIN ST IN MALAD
 NU0402'CITY, GO NORTH ON S MAIN ST FOR 7.05 MILE, TURN RIGHT ON SAMARIA ROAD
 NU0402'AND GO 0.3 MILE TO THE MARK ON THE LEFT. IT IS 160 FEET EAST OF THE
 NU0402'CENTERLINE OF AN OLD PAVED ROAD, 75.03 FEET SOUTH OF TRI-STA- TION
 NU0402'IDA 15-54, 77.5 FEET SOUTH-SOUTHEAST OF REFERENCE MARK 3, 34 FEET
 NU0402'SOUTH FROM THE CENTERLINE OF SAMARIA ROAD, 1.0 FEET WEST FROM A
 NU0402'TELEPHONE CONNECTION POST AND 1.0 FEET NORTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1822 ***********************************************************************
 NU1822  DESIGNATION -  IDA 15 54 RM 3
 NU1822  PID         -  NU1822
 NU1822  STATE/COUNTY-  ID/ONEIDA
 NU1822  USGS QUAD   -  HENDERSON CREEK (1984)
 NU1822
 NU1822                         *CURRENT SURVEY CONTROL
 NU1822  ___________________________________________________________________
 NU1822* NAD 83(1986)-  42 05 16.     (N)    112 14 04.     (W)     SCALED    
 NU1822* NAVD 88     -      1347.74   (meters)    4421.7    (feet)  RESET     
 NU1822  ___________________________________________________________________
 NU1822  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU1822
 NU1822  VERT ORDER  -  THIRD
 NU1822
 NU1822.The horizontal coordinates were scaled from a topographic map and have
 NU1822.an estimated accuracy of +/- 6 seconds.
 NU1822
 NU1822.The orthometric height was computed from unverified reset data.
 NU1822.No vertical observational check was made to the station.
 NU1822
 NU1822.The geoid height was determined by GEOID03.
 NU1822
 NU1822;                    North         East    Units  Estimated Accuracy
 NU1822;SPC ID E     -    46,770.      194,390.      MT  (+/- 180 meters Scaled)
 NU1822
 NU1822                          SUPERSEDED SURVEY CONTROL
 NU1822
 NU1822.No superseded survey control is available for this station.
 NU1822
 NU1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM979602(NAD 83)
 NU1822_MARKER: DR = REFERENCE MARK DISK
 NU1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1822_SP_SET: CONCRETE POST
 NU1822_STAMPING: IDA 15-54 1960 NO 3 1980
 NU1822_MARK LOGO: NGS   
 NU1822_PROJECTION: PROJECTING 3 CENTIMETERS
 NU1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1822+STABILITY: SURFACE MOTION
 NU1822
 NU1822  HISTORY     - Date     Condition        Report By
 NU1822  HISTORY     - 1980     MONUMENTED       NGS
 NU1822  HISTORY     - 1982     GOOD             NGS
 NU1822
 NU1822                          STATION DESCRIPTION
 NU1822
 NU1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NU1822'11.7 KM (7.25 MI) SOUTH FROM MALAD CITY.
 NU1822'FROM THE INTERSECTION OF 50 SOUTH ST AND SOUTH MAIN ST IN MALAD CITY,
 NU1822'GO NORTH ON SOUTH MAIN ST FOR 11.3 KM (7.00 MI), TURN RIGHT ON
 NU1822'SAMARIA ROAD AND GO 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT, 9.8 M
 NU1822'(32.2 FT) NORTH OF THE CENTERLINE OF SAMARIA ROAD, 9.6 M (31.5 FT)
 NU1822'WEST FROM A POWERPOLE, 7.0 M (23.0 FT) EAST-SOUTHEAST OF TRI-STATION
 NU1822'IDA 15-54, AND 0.2 M (0.7 FT) SOUTH OF A FENCE.
 NU1822'THE MARK IS ABOVE LEVEL WITH SAMARIA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0395 ***********************************************************************
 NU0395  DESIGNATION -  IDA 15 55 RM 1
 NU0395  PID         -  NU0395
 NU0395  STATE/COUNTY-  ID/ONEIDA
 NU0395  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0395
 NU0395                         *CURRENT SURVEY CONTROL
 NU0395  ___________________________________________________________________
 NU0395* NAD 83(1986)-  42 07 07.     (N)    112 13 57.     (W)     SCALED    
 NU0395* NAVD 88     -      1352.539  (meters)    4437.45   (feet)  ADJUSTED  
 NU0395  ___________________________________________________________________
 NU0395  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NU0395  DYNAMIC HT  -        1351.632 (meters)    4434.48  (feet)  COMP
 NU0395  MODELED GRAV-     979,905.4   (mgal)                       NAVD 88
 NU0395
 NU0395  VERT ORDER  -  SECOND    CLASS 0
 NU0395
 NU0395.The horizontal coordinates were scaled from a topographic map and have
 NU0395.an estimated accuracy of +/- 6 seconds.
 NU0395
 NU0395.The orthometric height was determined by differential leveling
 NU0395.and adjusted by the National Geodetic Survey in June 1991..
 NU0395
 NU0395.The geoid height was determined by GEOID03.
 NU0395
 NU0395.The dynamic height is computed by dividing the NAVD 88
 NU0395.geopotential number by the normal gravity value computed on the
 NU0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0395.degrees latitude (g = 980.6199 gals.).
 NU0395
 NU0395.The modeled gravity was interpolated from observed gravity values.
 NU0395
 NU0395;                    North         East    Units  Estimated Accuracy
 NU0395;SPC ID E     -    50,200.      194,560.      MT  (+/- 180 meters Scaled)
 NU0395
 NU0395                          SUPERSEDED SURVEY CONTROL
 NU0395
 NU0395  NGVD 29 (??/??/92) 1351.477  (m)         4433.97   (f) ADJ UNCH    2 0
 NU0395
 NU0395.Superseded values are not recommended for survey control.
 NU0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0395.See file dsdata.txt to determine how the superseded data were derived.
 NU0395
 NU0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM981636(NAD 83)
 NU0395_MARKER: DR = REFERENCE MARK DISK
 NU0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0395_STAMPING: IDA 15-55 NO 1 1960
 NU0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0395+STABILITY: SURFACE MOTION
 NU0395
 NU0395  HISTORY     - Date     Condition        Report By
 NU0395  HISTORY     - 1960     MONUMENTED       CGS
 NU0395
 NU0395                          STATION DESCRIPTION
 NU0395
 NU0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0395'4.6 MI S FROM MALAD CITY.
 NU0395'4.6 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM ITS JUNCTION WITH STATE
 NU0395'HIGHWAY 37 AT THE EAST LIMITS OF MALAD TO A SLIGHT RISE ALONG THE
 NU0395'HIGHWAY, 49.2 FEET NORTH OF TRIANGULATION STATION IDA 15-55, 3 FEET
 NU0395'WEST FROM THE EAST RIGHT OF WAY FENCE, SET IN A CYLINDRICAL CONCRETE
 NU0395'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1821 ***********************************************************************
 NU1821  DESIGNATION -  IDA 15 55 RM 3
 NU1821  PID         -  NU1821
 NU1821  STATE/COUNTY-  ID/ONEIDA
 NU1821  USGS QUAD   -  MALAD CITY EAST (1984)
 NU1821
 NU1821                         *CURRENT SURVEY CONTROL
 NU1821  ___________________________________________________________________
 NU1821* NAD 83(1986)-  42 09 29.     (N)    112 13 56.     (W)     SCALED    
 NU1821* NAVD 88     -      1350.16   (meters)    4429.6    (feet)  RESET     
 NU1821  ___________________________________________________________________
 NU1821  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NU1821
 NU1821  VERT ORDER  -  THIRD
 NU1821
 NU1821.The horizontal coordinates were scaled from a topographic map and have
 NU1821.an estimated accuracy of +/- 6 seconds.
 NU1821
 NU1821.The orthometric height was computed from unverified reset data.
 NU1821.No vertical observational check was made to the station.
 NU1821
 NU1821.The geoid height was determined by GEOID03.
 NU1821
 NU1821;                    North         East    Units  Estimated Accuracy
 NU1821;SPC ID E     -    54,580.      194,580.      MT  (+/- 180 meters Scaled)
 NU1821
 NU1821                          SUPERSEDED SURVEY CONTROL
 NU1821
 NU1821  NGVD 29 (03/27/06) 1349.10   (m)         4426.2    (f) RESET       3  
 NU1821
 NU1821.Superseded values are not recommended for survey control.
 NU1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1821.See file dsdata.txt to determine how the superseded data were derived.
 NU1821
 NU1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM982680(NAD 83)
 NU1821_MARKER: DR = REFERENCE MARK DISK
 NU1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1821_SP_SET: CONCRETE POST
 NU1821_STAMPING: IDA 15-55 1960 NO 3 1980
 NU1821_MARK LOGO: NGS   
 NU1821_PROJECTION: FLUSH
 NU1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1821+STABILITY: SURFACE MOTION
 NU1821
 NU1821  HISTORY     - Date     Condition        Report By
 NU1821  HISTORY     - 1980     MONUMENTED       NGS
 NU1821
 NU1821                          STATION DESCRIPTION
 NU1821
 NU1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NU1821'8.1 KM (5.05 MI) SOUTH FROM MALAD CITY.
 NU1821'FROM THE INTERSECTION OF 50 SOUTH ST AND SOUTH MAIN STREET, GO SOUTH
 NU1821'ON SOUTH MAIN ST FOR 4.4 MILES TO A PRIVATE ROAD RIGHT, TURN RIGHT
 NU1821'AND GO 0.1 MILE TO THE COUCH RESIDENCE, CONTINUE WEST PASSING ON THE
 NU1821'SOUTH SIDE OF A MOBILE HOME FOR 0.15 MILE TO THE OLD HIGHWAY, TURN
 NU1821'LEFT AND GO 0.5 MILE TO THE MARK ON THE LEFT, 99 FEET SOUTH OF RM 4,
 NU1821'AND 21.5 FT EAST OF THE CENTERLINE OF THE OLD HIGHWAY.
 NU1821'THE MARK IS 22.0 METERS  SE FROM  A WITNESS POST
 NU1821'THE MARK IS ABOVE LEVEL WITH OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1820 ***********************************************************************
 NU1820  DESIGNATION -  IDA 15 55 RM 4
 NU1820  PID         -  NU1820
 NU1820  STATE/COUNTY-  ID/ONEIDA
 NU1820  USGS QUAD   -  MALAD CITY EAST (1984)
 NU1820
 NU1820                         *CURRENT SURVEY CONTROL
 NU1820  ___________________________________________________________________
 NU1820* NAD 83(1986)-  42 09 29.     (N)    112 13 56.     (W)     SCALED    
 NU1820* NAVD 88     -      1350.26   (meters)    4430.0    (feet)  RESET     
 NU1820  ___________________________________________________________________
 NU1820  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NU1820
 NU1820  VERT ORDER  -  THIRD
 NU1820
 NU1820.The horizontal coordinates were scaled from a topographic map and have
 NU1820.an estimated accuracy of +/- 6 seconds.
 NU1820
 NU1820.The orthometric height was computed from unverified reset data.
 NU1820.No vertical observational check was made to the station.
 NU1820
 NU1820.The geoid height was determined by GEOID03.
 NU1820
 NU1820;                    North         East    Units  Estimated Accuracy
 NU1820;SPC ID E     -    54,580.      194,580.      MT  (+/- 180 meters Scaled)
 NU1820
 NU1820                          SUPERSEDED SURVEY CONTROL
 NU1820
 NU1820  NGVD 29 (03/27/06) 1349.20   (m)         4426.5    (f) RESET       3  
 NU1820
 NU1820.Superseded values are not recommended for survey control.
 NU1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1820.See file dsdata.txt to determine how the superseded data were derived.
 NU1820
 NU1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM982680(NAD 83)
 NU1820_MARKER: DR = REFERENCE MARK DISK
 NU1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1820_SP_SET: CONCRETE POST
 NU1820_STAMPING: IDA 15-55 1960 NO 4 1980
 NU1820_MARK LOGO: NGS   
 NU1820_PROJECTION: FLUSH
 NU1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1820+STABILITY: SURFACE MOTION
 NU1820
 NU1820  HISTORY     - Date     Condition        Report By
 NU1820  HISTORY     - 1980     MONUMENTED       NGS
 NU1820
 NU1820                          STATION DESCRIPTION
 NU1820
 NU1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NU1820'8.1 KM (5.05 MI) SOUTH FROM MALAD CITY.
 NU1820'FROM THE INTERSECTION OF 50 SOUTH ST AND SOUTH MAIN ST IN MALAD CITY,
 NU1820'GO 0.16 SOUTH ON MAIN ST FOR 7.1 KM (4.40 MI) TO A PRIVATE ROAD
 NU1820'RIGHT, TURN RIGHT AND GO (0.1 MILE) TO THE COUCH RESIDENCE, CONTINUE
 NU1820'WEST PASSING ON THE SOUTH SIDE OF A MOBILE HOME FOR 0.2 KM (0.10 MI)
 NU1820'TO THE OLD HIGHWAY, TURN LEFT AND GO 0.8 KM (0.50 MI) TO THE MARK ON
 NU1820'THE LEFT, 30.2 M (99.1 FT) NORTH OF RM 3, AND 6.5 M (21.3 FT) EAST OF
 NU1820'THE CENTERLINE OF THE OLD HIGHWAY.
 NU1820'THE MARK IS 21.8 METERS  S FROM  A WITNESS POST
 NU1820'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0391 ***********************************************************************
 NU0391  DESIGNATION -  IDA 15 56
 NU0391  PID         -  NU0391
 NU0391  STATE/COUNTY-  ID/ONEIDA
 NU0391  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0391
 NU0391                         *CURRENT SURVEY CONTROL
 NU0391  ___________________________________________________________________
 NU0391* NAD 83(1994)-  42 09 28.54824(N)    112 13 56.03021(W)     ADJUSTED  
 NU0391* NAVD 88     -      1368.081  (meters)    4488.45   (feet)  ADJUSTED  
 NU0391  ___________________________________________________________________
 NU0391  LAPLACE CORR-           8.10  (seconds)                    DEFLEC99
 NU0391  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NU0391  DYNAMIC HT  -        1367.164 (meters)    4485.44  (feet)  COMP
 NU0391  MODELED GRAV-     979,904.3   (mgal)                       NAVD 88
 NU0391
 NU0391  HORZ ORDER  -  SECOND
 NU0391  VERT ORDER  -  SECOND    CLASS 0
 NU0391
 NU0391.The horizontal coordinates were established by classical geodetic methods
 NU0391.and adjusted by the National Geodetic Survey in November 1997..
 NU0391
 NU0391.The orthometric height was determined by differential leveling
 NU0391.and adjusted by the National Geodetic Survey in June 1991..
 NU0391
 NU0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0391
 NU0391.The geoid height was determined by GEOID03.
 NU0391
 NU0391.The dynamic height is computed by dividing the NAVD 88
 NU0391.geopotential number by the normal gravity value computed on the
 NU0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0391.degrees latitude (g = 980.6199 gals.).
 NU0391
 NU0391.The modeled gravity was interpolated from observed gravity values.
 NU0391
 NU0391;                    North         East     Units Scale Factor Converg.
 NU0391;SPC ID E     -    54,564.612   194,581.714   MT  0.99994773   -0 02 38.4
 NU0391;UTM  12      - 4,668,046.033   398,201.525   MT  0.99972751   -0 49 37.6
 NU0391
 NU0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0391!SPC ID E     -   0.99978771  x   0.99994773  =   0.99973545
 NU0391!UTM  12      -   0.99978771  x   0.99972751  =   0.99951528
 NU0391
 NU0391|---------------------------------------------------------------------|
 NU0391| PID    Reference Object                     Distance      Geod. Az  |
 NU0391|                                                           dddmmss.s |
 NU0391| NU0390 Y 99                                 11.613 METERS 01352     |
 NU0391| NU0392 IDA 15 56 RM 1                       10.591 METERS 15347     |
 NU0391| NU1575 IDA 15 56 RM 3                       42.283 METERS 26457     |
 NU0391| NU0389 X 99                                               3491749.6 |
 NU0391|---------------------------------------------------------------------|
 NU0391
 NU0391                          SUPERSEDED SURVEY CONTROL
 NU0391
 NU0391  NAD 83(1992)-  42 09 28.54624(N)    112 13 56.02520(W) AD(       ) 2
 NU0391  NAD 83(1986)-  42 09 28.54451(N)    112 13 56.02174(W) AD(       ) 2
 NU0391  NAD 27      -  42 09 28.82790(N)    112 13 53.14880(W) AD(       ) 2
 NU0391  NGVD 29 (??/??/92) 1367.013  (m)         4484.94   (f) ADJ UNCH    2 0
 NU0391
 NU0391.Superseded values are not recommended for survey control.
 NU0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0391.See file dsdata.txt to determine how the superseded data were derived.
 NU0391
 NU0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9820268046(NAD 83)
 NU0391_MARKER: DS = TRIANGULATION STATION DISK
 NU0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0391_STAMPING: IDA 15-56 1960
 NU0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0391+STABILITY: SURFACE MOTION
 NU0391
 NU0391  HISTORY     - Date     Condition        Report By
 NU0391  HISTORY     - 1960     MONUMENTED       CGS
 NU0391  HISTORY     - 1960     GOOD             CGS
 NU0391  HISTORY     - 1980     GOOD             NGS
 NU0391  HISTORY     - 1980     GOOD             NGS
 NU0391
 NU0391                          STATION DESCRIPTION
 NU0391
 NU0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0391'THE STATION IS 2 MILES SOUTH OF MALAD CITY, ON A SMALL GRAVEL
 NU0391'KNOLL IN THE CENTER OF A CULTIVATED GRAIN FIELD.
 NU0391'
 NU0391'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 191 AND STATE HIGHWAY
 NU0391'37 AT THE EAST EDGE OF MALAD CITY, GO SOUTH ON U.S. HIGHWAY 191
 NU0391'FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW,
 NU0391'CONTINUE SOUTH 0.7 MILE TO A GATE ON THE LEFT, TURN THROUGH
 NU0391'GATE AND GO SOUTHEAST FOR 0.1 MILE TO THE TOP OF KNOLL AND
 NU0391'THE STATION SITE.
 NU0391'
 NU0391'THE STATION MARK AND THE UNDERGROUND MARK, STAMPED IDA 15-56 1960,
 NU0391'ARE STANDARD DISKS, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 NU0391'MONUMENT PROJECTING 4 INCHES, 212 FEET EAST OF THE CENTER OF
 NU0391'U.S. HIGHWAY 191, 137 FEET EAST OF THE RIGHT-OF-WAY FENCE AND
 NU0391'6 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 NU0391'
 NU0391'REFERENCE MARK 1, STAMPED IDA 15-56 NO 1 1960, IS A STANDARD
 NU0391'DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 NU0391'INCHES AND IS 38 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 NU0391'SIGN.
 NU0391'
 NU0391'REFERENCE MARK 2, IS A STANDARD BENCH MARK DISK, STAMPED Y 99
 NU0391'1960, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 NU0391'PROJECTING 4 INCHES, 126 FEET EAST OF A RIGHT-OF-WAY FENCE AND 40
 NU0391'FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 NU0391'
 NU0391'AZIMUTH MARK, IS A STANDARD BENCH MARK DISK, STAMPED X 99 1960,
 NU0391'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT PROJECTING
 NU0391'6 INCHES, 74 FEET WEST OF THE CENTER OF U.S. HIGHWAY 191, 3
 NU0391'FEET SOUTHEAST OF A GATE POST, 1-1/2 FEET EAST OF A RIGHT-OF-WAY
 NU0391'FENCE AND 1-1/2 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 NU0391
 NU0391                          STATION RECOVERY (1960)
 NU0391
 NU0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0391'2 MI S FROM MALAD CITY.
 NU0391'1.9 MILES SOUTH ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION WITH STATE
 NU0391'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, ON A SMALL GRAVEL TOPPED KNOLL
 NU0391'SITUATED WITHIN A CULTIVATED FIELD, 212 FEET EAST FROM THE CENTER OF
 NU0391'THE PRESENT HIGHWAY, 137 FEET EAST FROM THE RIGHT OF WAY FENCE, 6 FEET
 NU0391'EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED, SET IN A
 NU0391'CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.
 NU0391
 NU0391                          STATION RECOVERY (1980)
 NU0391
 NU0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NU0391'THE STATION, REFERENCE MARK 1, BENCH MARK Y 99, AND BENCH MARK X 99
 NU0391'USED AS THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE LAND
 NU0391'OWNER SAID THAT THE PROPERTY MIGHT BE PLOWED IN THE
 NU0391'FUTURE.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME IN AN AREA
 NU0391'THAT WONT BE PLOWED.
 NU0391'
 NU0391'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF MALAD CITY, IN A FIELD,
 NU0391'ON A ROCKY KNOLL.  IT IS ON PROPERTY OWNED BY MRS BURTON NAPIER.
 NU0391'
 NU0391'TO REACH THE STATION FROM THE INTERSECTION OF 50 SOUTH ST AND S MAIN
 NU0391'IN MALAD CITY GO SOUTH ON MAIN STREET FOR 2.3 MILES TO A PRIVATE LANE
 NU0391'ON THE LEFT LEADING TO NAPIER RESIDENCE TURN LEFT ON PRIVATE LANE TO
 NU0391'AND GO 0.05 MILE TO AN OLD HIGHWAY AND A GATE ON THE LEFT.  PASS
 NU0391'THROUGH THE GATE AND GO 0.2 MILE TO THE STATION ABOUT 200 FEET ON THE
 NU0391'RIGHT.
 NU0391'
 NU0391'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 NU0391'---IDA 15-56 1960---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 NU0391'CM (12 INCHES) IN DIAMETER PROJECTING 15 CM (6 INCHES) ABOVE THE
 NU0391'GROUND LOCATED 61.9 METERS (203 FEET) E FROM THE CENTERLINE OF OLD
 NU0391'HIGHWAY, 41.5 METERS (136 FEET) E FROM A FENCE LINE, AND 0.3 METER (1
 NU0391'FOOT) N FROM A METAL POST.
 NU0391'
 NU0391'REFERENCE MARK NO. 2 IS A STANDARD BENCH MARK DISK STAMPED---Y 99
 NU0391'1960---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12
 NU0391'INCHES) IN DIAMETER PROJECTING 8 CM (3 INCHES) ABOVE THE GROUND
 NU0391'LOCATED 45.4 METERS (149 FEET) E FROM A FENCE LINE, 11.3 METERS (37
 NU0391'FEET) NE FROM A METAL POST, AND 0.168 METER (0.55 FOOT) LOWER THAN
 NU0391'THE STATION.
 NU0391'
 NU0391'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU0391'NOS) DISK STAMPED---IDA 15-56 NO 1 1960---SET INTO THE TOP OF A
 NU0391'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM
 NU0391'(3 INCHES) ABOVE THE GROUND LOCATED 45.1 METERS (148 FEET) E FROM A
 NU0391'FENCE LINE, 11.0 METERS (36 FEET) SSE FROM A METAL POST, AND 0.06
 NU0391'METER (0.2 FOOT) LOWER THAN THE STATION.
 NU0391'
 NU0391'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NU0391'STAMPED---IDA 15-56 1960 NO3 1980---SET INTO THE TOP OF A ROUND
 NU0391'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 3 CM (1
 NU0391'INCH) ABOVE THE GROUND LOCATED 23.5 METERS (77 FEET) E FROM THE
 NU0391'CENTERLINE OF AN OLD PAVED ROAD, 0.43 METER (1.4 FEET) W FROM A
 NU0391'FENCE, 0.9 METER (3 FEET) NW FROM A WITNESS POST, AND 3.11 METERS
 NU0391'(10.2 FEET) LOWER THAN THE STATION.
 NU0391'
 NU0391'AZIMUTH MARK NO. 1 IS A STANDARD BENCH MARK DISK STAMPED---X 99
 NU0391'1960---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12
 NU0391'INCHES) IN DIAMETER PROJECTING 30 CM (12 INCHES) ABOVE THE GROUND
 NU0391'LOCATED 21.9 METERS (72 FEET) W FROM THE CENTERLINE OF AN OLD PAVED
 NU0391'ROAD, 3.7 METERS (12 FEET) S FROM THE CENTERLINE OF A ROAD LEADING
 NU0391'INTO A FIELD, AND 0.3 METER (1 FOOT) N FROM A METAL WITNESS POST.
 NU0391'
 NU0391'TO REACH THE AZIMUTH MARK FROM THE ROAD LEADING TO THE NAPIER
 NU0391'RESIDENCE, GO NORTH ON THE MAIN ROAD FOR 0.5 MILE TO THE INTERSECTION
 NU0391'WITH TWO MILE ROAD, TURN RIGHT ON 2 MILE ROAD AND GO 0.05 MILE TO AN
 NU0391'OLD HIGHWAY AND A GATE ON THE LEFT, TURN LEFT AND GO 0.5 MILE TO THE
 NU0391'MARK ON THE LEFT.  THE MARK IS ON PROPERTY OWNED BY REED SMITH.
 NU0391
 NU0391                          STATION RECOVERY (1980)
 NU0391
 NU0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NU0391'REACHED FROM THE INTERSECTION OF 50 SOUTH ST AND S MAIN ST IN MALAD
 NU0391'CITY, GO SOUTH ON S MAIN FOR 2.3 MILES, TURN LEFT ON PRIVATE LANE TO
 NU0391'NAPIER RESIDENCE FOR 0.05 MILE TO OLD HIGHWAY AND GATE ON THE LEFT.
 NU0391'PASS THROUGH GATE AND GO 0.2 MILE TO THE MARK ON THE RIGHT. IT IS 203
 NU0391'FEET EAST OF THE CENTERLINE OF THE OLD ROAD, 136 FEET EAST OF A
 NU0391'FENCE, 38.1 FEET SOUTH-SOUTHEAST OF BM Y 99, 34.74 FEET
 NU0391'NORTH-NORTHWEST OF RM 1 AND 138.8 FEET EAST OF RM 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0392 ***********************************************************************
 NU0392  DESIGNATION -  IDA 15 56 RM 1
 NU0392  PID         -  NU0392
 NU0392  STATE/COUNTY-  ID/ONEIDA
 NU0392  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0392
 NU0392                         *CURRENT SURVEY CONTROL
 NU0392  ___________________________________________________________________
 NU0392* NAD 83(1986)-  42 09 29.     (N)    112 13 55.     (W)     SCALED    
 NU0392* NAVD 88     -      1368.156  (meters)    4488.69   (feet)  ADJUSTED  
 NU0392  ___________________________________________________________________
 NU0392  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NU0392  DYNAMIC HT  -        1367.238 (meters)    4485.68  (feet)  COMP
 NU0392  MODELED GRAV-     979,904.2   (mgal)                       NAVD 88
 NU0392
 NU0392  VERT ORDER  -  SECOND    CLASS 0
 NU0392
 NU0392.The horizontal coordinates were scaled from a topographic map and have
 NU0392.an estimated accuracy of +/- 6 seconds.
 NU0392
 NU0392.The orthometric height was determined by differential leveling
 NU0392.and adjusted by the National Geodetic Survey in June 1991..
 NU0392
 NU0392.The geoid height was determined by GEOID03.
 NU0392
 NU0392.The dynamic height is computed by dividing the NAVD 88
 NU0392.geopotential number by the normal gravity value computed on the
 NU0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0392.degrees latitude (g = 980.6199 gals.).
 NU0392
 NU0392.The modeled gravity was interpolated from observed gravity values.
 NU0392
 NU0392;                    North         East    Units  Estimated Accuracy
 NU0392;SPC ID E     -    54,580.      194,610.      MT  (+/- 180 meters Scaled)
 NU0392
 NU0392                          SUPERSEDED SURVEY CONTROL
 NU0392
 NU0392  NGVD 29 (??/??/92) 1367.087  (m)         4485.18   (f) ADJ UNCH    2 0
 NU0392
 NU0392.Superseded values are not recommended for survey control.
 NU0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0392.See file dsdata.txt to determine how the superseded data were derived.
 NU0392
 NU0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM982680(NAD 83)
 NU0392_MARKER: DR = REFERENCE MARK DISK
 NU0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0392_STAMPING: IDA 15-54 NO 1 1960
 NU0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0392+STABILITY: SURFACE MOTION
 NU0392
 NU0392  HISTORY     - Date     Condition        Report By
 NU0392  HISTORY     - 1960     MONUMENTED       CGS
 NU0392  HISTORY     - 1980     GOOD             NGS
 NU0392
 NU0392                          STATION DESCRIPTION
 NU0392
 NU0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0392'2 MI S FROM MALAD CITY.
 NU0392'1.9 MILES SOUTH ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION WITH STATE
 NU0392'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, ON A SMALL GRAVEL TOPPED KNOLL
 NU0392'SITUATED WITHIN A CULTIVATED FIELD, ABOUT 230 FEET EAST FROM THE
 NU0392'CENTER OF THE HIGHWAY AND 150 FEET FROM THE RIGHT OF WAY FENCE, 34.7
 NU0392'FEET SOUTHEAST FROM TRIANGULATION STATION IDA 15-56, 38 FEET SOUTHEAST
 NU0392'FROM A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE
 NU0392'POST PROJECTING 4 INCHES ABOVE GROUND.
 NU0392
 NU0392                          STATION RECOVERY (1980)
 NU0392
 NU0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NU0392'REACHED FROM THE INTERSECTION OF 50 SOUTH ST AND S MAIN ST IN MALAD
 NU0392'CITY, GO SOUTH ON S MAIN ST FOR 2.3 MILES, TURN LEFT ON PRIVATE LANE
 NU0392'AND GO 0.05 MILE TO OLD HIGHWAY AND A GATE ACROSS HIGHWAY PASS
 NU0392'THROUGH GATE AND GO 0.2 MILE TO THE MARK ON THE RIGHT. IT IS 148 FEET
 NU0392'EAST OF A FENCE LINE, 68.5 FEET SOUTH OF BM Y 99, 155.2 FEET
 NU0392'EAST-SOUTHEAST OF RM 3, AND 47.2 FEET SOUTH-SOUTHEAST OF TRI-STATION
 NU0392'IDA 15-56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1575 ***********************************************************************
 NU1575  DESIGNATION -  IDA 15 56 RM 3
 NU1575  PID         -  NU1575
 NU1575  STATE/COUNTY-  ID/ONEIDA
 NU1575  USGS QUAD   -  MALAD CITY EAST (1984)
 NU1575
 NU1575                         *CURRENT SURVEY CONTROL
 NU1575  ___________________________________________________________________
 NU1575* NAD 83(1994)-  42 09 28.42761(N)    112 13 57.86487(W)     ADJUSTED  
 NU1575* NAVD 88     -      1366.01   (meters)    4481.7    (feet)  RESET     
 NU1575  ___________________________________________________________________
 NU1575  LAPLACE CORR-           8.03  (seconds)                    DEFLEC99
 NU1575  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NU1575
 NU1575  HORZ ORDER  -  THIRD
 NU1575  VERT ORDER  -  THIRD
 NU1575
 NU1575.The horizontal coordinates were established by classical geodetic methods
 NU1575.and adjusted by the National Geodetic Survey in November 1997..
 NU1575.No horizontal observational check was made to the station.
 NU1575
 NU1575.The orthometric height was computed from unverified reset data.
 NU1575.No vertical observational check was made to the station.
 NU1575
 NU1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1575
 NU1575.The geoid height was determined by GEOID03.
 NU1575
 NU1575;                    North         East     Units Scale Factor Converg.
 NU1575;SPC ID E     -    54,560.922   194,539.595   MT  0.99994774   -0 02 39.6
 NU1575;UTM  12      - 4,668,042.921   398,159.369   MT  0.99972761   -0 49 38.8
 NU1575
 NU1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1575!SPC ID E     -   0.99978804  x   0.99994774  =   0.99973579
 NU1575!UTM  12      -   0.99978804  x   0.99972761  =   0.99951570
 NU1575
 NU1575|---------------------------------------------------------------------|
 NU1575| PID    Reference Object                     Distance      Geod. Az  |
 NU1575|                                                           dddmmss.s |
 NU1575| NU0391 IDA 15 56                            42.283 METERS 08457     |
 NU1575| NU0389 X 99                                               3510037.2 |
 NU1575|---------------------------------------------------------------------|
 NU1575
 NU1575                          SUPERSEDED SURVEY CONTROL
 NU1575
 NU1575  NAD 83(1992)-  42 09 28.42560(N)    112 13 57.85986(W) AD(       ) 3
 NU1575  NAD 83(1986)-  42 09 28.42388(N)    112 13 57.85591(W) AD(       ) 3
 NU1575  NAD 27      -  42 09 28.70711(N)    112 13 54.98371(W) AD(       ) 3
 NU1575  NGVD 29 (07/19/86) 1364.89   (m)         4478.0    (f) LEVELING    3  
 NU1575
 NU1575.Superseded values are not recommended for survey control.
 NU1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1575.See file dsdata.txt to determine how the superseded data were derived.
 NU1575
 NU1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9815968043(NAD 83)
 NU1575_MARKER: DR = REFERENCE MARK DISK
 NU1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1575_SP_SET: CONCRETE POST
 NU1575_STAMPING: IDA 15-56 1960 NO 3 1980
 NU1575_MARK LOGO: NGS   
 NU1575_PROJECTION: PROJECTING 3 CENTIMETERS
 NU1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1575+STABILITY: SURFACE MOTION
 NU1575
 NU1575  HISTORY     - Date     Condition        Report By
 NU1575  HISTORY     - 1980     MONUMENTED       NGS
 NU1575  HISTORY     - 1981     GOOD             NGS
 NU1575
 NU1575                          STATION DESCRIPTION
 NU1575
 NU1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NU1575'4.0 KM (2.50 MI) SOUTH FROM MALAD CITY.
 NU1575'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 NU1575'FROM THE INTERSECTION OF 50 SOUTH ST AND SOUTH MAIN ST IN MALAD CITY,
 NU1575'GO SOUTH ON SOUTH MAIN ST FOR 3.7 KM (2.30 MI), TURN LEFT ONTO A
 NU1575'PRIVATE DRIVE AND GO 0.08 KM (0.05 MI) TO THE OLD HIGHWAY, TURN LEFT
 NU1575'PASSING THROUGH A GATE AND GO 0.3 KM (0.20 MI) TO THE MARK ON THE
 NU1575'RIGHT, 23.5 M (77.1 FT) EAST OF THE CENTER OF THE OLD ROAD, 47.3 M
 NU1575'(155.2 FT) WEST-SOUTHWEST OF BM Y 99, 47.2 M (154.9 FT) EAST-NORTHEAST
 NU1575'OF RM 1, 42.3 M (138.8 FT) WEST OF TRI-STATION IDA 15-56, AND 1.4
 NU1575'FEET WEST OF A FENCE.
 NU1575'THE MARK IS 3.6 METERS  NW FROM  A WITNESS POST
 NU1575'THE MARK IS 25.4 M ABOVE THE OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0375 ***********************************************************************
 NU0375  DESIGNATION -  IDA 15 58 2
 NU0375  PID         -  NU0375
 NU0375  STATE/COUNTY-  ID/ONEIDA
 NU0375  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0375
 NU0375                         *CURRENT SURVEY CONTROL
 NU0375  ___________________________________________________________________
 NU0375* NAD 83(1994)-  42 11 56.93711(N)    112 14 13.47166(W)     ADJUSTED  
 NU0375* NAVD 88     -      1445.01   (meters)    4740.8    (feet)  RESET     
 NU0375  ___________________________________________________________________
 NU0375  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 NU0375  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NU0375
 NU0375  HORZ ORDER  -  THIRD
 NU0375  VERT ORDER  -  THIRD
 NU0375
 NU0375.The horizontal coordinates were established by classical geodetic methods
 NU0375.and adjusted by the National Geodetic Survey in November 1997..
 NU0375.No horizontal observational check was made to the station.
 NU0375
 NU0375.The orthometric height was computed from unverified reset data.
 NU0375
 NU0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0375
 NU0375.The geoid height was determined by GEOID03.
 NU0375
 NU0375;                    North         East     Units Scale Factor Converg.
 NU0375;SPC ID E     -    59,143.177   194,185.108   MT  0.99994778   -0 02 50.3
 NU0375;UTM  12      - 4,672,628.586   397,867.631   MT  0.99972835   -0 49 51.7
 NU0375
 NU0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0375!SPC ID E     -   0.99977564  x   0.99994778  =   0.99972343
 NU0375!UTM  12      -   0.99977564  x   0.99972835  =   0.99950405
 NU0375
 NU0375|---------------------------------------------------------------------|
 NU0375| PID    Reference Object                     Distance      Geod. Az  |
 NU0375|                                                           dddmmss.s |
 NU0375| NU0376 IDA 15 58 2 RM 3                     11.335 METERS 17449     |
 NU0375| NU1574 J 100 RESET                         APPROX. 1.6 KM 1824717.4 |
 NU0375| NU0374 IDA 15 58                            78.476 METERS 28859     |
 NU0375| NU0378 A 100 RESET                          15.496 METERS 35445     |
 NU0375|---------------------------------------------------------------------|
 NU0375
 NU0375                          SUPERSEDED SURVEY CONTROL
 NU0375
 NU0375  NAD 83(1992)-  42 11 56.93465(N)    112 14 13.46763(W) AD(       ) 3
 NU0375  NAD 83(1986)-  42 11 56.93310(N)    112 14 13.46328(W) AD(       ) 3
 NU0375  NAD 27      -  42 11 57.21900(N)    112 14 10.58807(W) AD(       ) 3
 NU0375  NGVD 29 (07/19/86) 1443.93   (m)         4737.3    (f) LEVELING    3  
 NU0375
 NU0375.Superseded values are not recommended for survey control.
 NU0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0375.See file dsdata.txt to determine how the superseded data were derived.
 NU0375
 NU0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9786872629(NAD 83)
 NU0375_MARKER: DS = TRIANGULATION STATION DISK
 NU0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0375_STAMPING: IDA 15-58 2 1972
 NU0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0375
 NU0375  HISTORY     - Date     Condition        Report By
 NU0375  HISTORY     - 1972     MONUMENTED       NGS
 NU0375  HISTORY     - 1972     GOOD             NGS
 NU0375
 NU0375                          STATION DESCRIPTION
 NU0375
 NU0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NU0375'THE STATION IS 1 MILE NORTHEAST OF MALAD CITY ON THE EAST
 NU0375'RIGHT-OF-WAY OF INTERSTATE 15, WHICH WILL BE CONSTRUCTED IN
 NU0375'THIS AREA SOON.
 NU0375'
 NU0375'TO REACH THE STATION FROM THE MALAD CITY POST OFFICE GO SOUTH
 NU0375'ON MAIN STREET FOR 0.1 MILE TO STATE HIGHWAY 37, TURN LEFT,
 NU0375'AND GO SOUTHEAST, AND EAST ON STATE HIGHWAY 37 FOR 0.35 MILE
 NU0375'TO BENCH MARK J 100 RESET 1972, AZIMUTH MARK, ON THE LEFT.
 NU0375'CONTINUE EAST FOR 0.05 MILE TO U.S. HIGHWAY 191, TURN LEFT,
 NU0375'AND GO NORTH ON U.S. HIGHWAY 191 FOR 1.1 MILES TO THE STATION
 NU0375'ON THE RIGHT.
 NU0375'
 NU0375'THE STATION MARK, STAMPED IDA 15-58 2 1972, IS A STANDARD DISK
 NU0375'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 NU0375'INCHES, 300 FEET EAST OF INTERSTATE 15, 85 FEET SOUTH OF A
 NU0375'FIELD DRIVEWAY, 50 FEET EAST OF A FRONTAGE ROAD, AND 1 FOOT
 NU0375'WEST OF A METAL WITNESS POST.
 NU0375'
 NU0375'REFERENCE MARK NO. 3, STAMPED IDA 15-58 2 NO 3 1972, IS A
 NU0375'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NU0375'PROJECTS 3 INCHES, 38 FEET SOUTH OF THE WITNESS POST, 8 FEET
 NU0375'WEST OF THE RIGHT-OF-WAY FENCE LINE, AND 3 FEET LOWER THAN
 NU0375'THE STATION.
 NU0375'
 NU0375'BENCH MARK A 100 RESET 1972, USED FOR REFERENCE MARK NO. 4,
 NU0375'IS A STANDARD BENCH MARK DISK, STAMPED A 100 RESET 1972, SET
 NU0375'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 NU0375'IT IS 35 FEET SOUTH OF THE FIELD DRIVEWAY, 8 FEET WEST OF THE
 NU0375'RIGHT-OF-WAY FENCE LINE, AND 1 FOOT WEST OF A METAL WITNESS
 NU0375'POST.
 NU0375'
 NU0375'BENCH MARK J 100 RESET 1972, USED FOR THE AZIMUTH MARK, IS A
 NU0375'STANDARD BENCH MARK DISK, STAMPED J 100 RESET 1972, CEMENTED IN A
 NU0375'DRILL HOLE IN THE CURB OF THE SIDEWALK, 55 FEET WEST OF THE
 NU0375'CENTER OF 270 EAST STREET, 22 FEET NORTH OF THE CENTER OF 50
 NU0375'SOUTH STREET, 11 FEET SOUTHEAST OF A TELEPHONE BOOTH, 11 FEET
 NU0375'SOUTH-SOUTHWEST OF A CONCRETE POST THAT MARKS THE END OF A
 NU0375'HIGHWAY PROJECT, AND 10 FEET SOUTHWEST OF A STREET LIGHT.
 NU0375
 NU0375                          STATION RECOVERY (1972)
 NU0375
 NU0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NU0375'1 MI NE FROM MALAD CITY.
 NU0375'REACHED FROM THE MALAD CITY POST OFFICE GO SOUTH ON MAIN STREET FOR
 NU0375'0.1 MILE TO STATE HIGHWAY 37, TURN LEFT, AND GO SOUTHEAST, AND EAST ON
 NU0375'STATE HIGHWAY 37 FOR 0.4 MILE TO U.S. HIGHWAY 191, TURN LEFT, AND GO
 NU0375'NORTH ON U.S. HIGHWAY 191 FOR 1.1 MILES TO THE MARK ON THE RIGHT, 300
 NU0375'FEET EAST OF THE PROPOSED FREEWAY, 85 FEET SOUTH OF A FIELD DRIVEWAY,
 NU0375'50 FEET EAST OF A FRONTAGE ROAD, AND 1 FOOT WEST OF A METAL WITNESS
 NU0375'POST.  NOTE-- CONSTRUCTION IN THE AREA MAY CHANGE SOME MILAGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0373 ***********************************************************************
 NU0373  DESIGNATION -  IDA 15 58 RM 1
 NU0373  PID         -  NU0373
 NU0373  STATE/COUNTY-  ID/ONEIDA
 NU0373  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0373
 NU0373                         *CURRENT SURVEY CONTROL
 NU0373  ___________________________________________________________________
 NU0373* NAD 83(1986)-  42 11 58.     (N)    112 14 17.     (W)     SCALED    
 NU0373* NAVD 88     -      1444.286  (meters)    4738.46   (feet)  ADJUSTED  
 NU0373  ___________________________________________________________________
 NU0373  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 NU0373  DYNAMIC HT  -        1443.312 (meters)    4735.27  (feet)  COMP
 NU0373  MODELED GRAV-     979,897.2   (mgal)                       NAVD 88
 NU0373
 NU0373  VERT ORDER  -  SECOND    CLASS 0
 NU0373
 NU0373.The horizontal coordinates were scaled from a topographic map and have
 NU0373.an estimated accuracy of +/- 6 seconds.
 NU0373
 NU0373.The orthometric height was determined by differential leveling
 NU0373.and adjusted by the National Geodetic Survey in June 1991..
 NU0373
 NU0373.The geoid height was determined by GEOID03.
 NU0373
 NU0373.The dynamic height is computed by dividing the NAVD 88
 NU0373.geopotential number by the normal gravity value computed on the
 NU0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0373.degrees latitude (g = 980.6199 gals.).
 NU0373
 NU0373.The modeled gravity was interpolated from observed gravity values.
 NU0373
 NU0373;                    North         East    Units  Estimated Accuracy
 NU0373;SPC ID E     -    59,180.      194,100.      MT  (+/- 180 meters Scaled)
 NU0373
 NU0373                          SUPERSEDED SURVEY CONTROL
 NU0373
 NU0373  NGVD 29 (??/??/92) 1443.208  (m)         4734.92   (f) ADJ UNCH    2 0
 NU0373
 NU0373.Superseded values are not recommended for survey control.
 NU0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0373.See file dsdata.txt to determine how the superseded data were derived.
 NU0373
 NU0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM977726(NAD 83)
 NU0373_MARKER: DR = REFERENCE MARK DISK
 NU0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0373_STAMPING: IDA 15-58 NO 1 1960
 NU0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0373+STABILITY: SURFACE MOTION
 NU0373
 NU0373  HISTORY     - Date     Condition        Report By
 NU0373  HISTORY     - 1960     MONUMENTED       CGS
 NU0373  HISTORY     - 1972     GOOD             NGS
 NU0373
 NU0373                          STATION DESCRIPTION
 NU0373
 NU0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0373'1 MI NE FROM MALAD.
 NU0373'1 MILE NORTH ALONG U.S. HIGHWAY 91 FROM ITS JUNCTION WITH STATE
 NU0373'HIGHWAY 37 AT THE EAST LIMITS OF MALAD AND INTO A DEEP CUT, ON THE
 NU0373'BENCH AND EAST ABOVE THE CUT ABOUT 200 FEET FROM THE CENTER OF THE
 NU0373'HIGHWAY, 27.6 FEET EAST FROM TRIANGULATION STATION IDA 15-58, 12 FEET
 NU0373'SOUTH FROM THE CENTER OF A FARM LANE, 1.5 FEET NORTH OF THE SOUTH
 NU0373'FENCE, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES
 NU0373'ABOVE GROUND.
 NU0373
 NU0373                          STATION RECOVERY (1972)
 NU0373
 NU0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NU0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0371 ***********************************************************************
 NU0371  DESIGNATION -  IDA 15 59
 NU0371  PID         -  NU0371
 NU0371  STATE/COUNTY-  ID/ONEIDA
 NU0371  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0371
 NU0371                         *CURRENT SURVEY CONTROL
 NU0371  ___________________________________________________________________
 NU0371* NAD 83(1994)-  42 12 37.23354(N)    112 14 21.74259(W)     ADJUSTED  
 NU0371* NAVD 88     -      1458.358  (meters)    4784.63   (feet)  ADJUSTED  
 NU0371  ___________________________________________________________________
 NU0371  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 NU0371  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 NU0371  DYNAMIC HT  -        1457.376 (meters)    4781.41  (feet)  COMP
 NU0371  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 NU0371
 NU0371  HORZ ORDER  -  SECOND
 NU0371  VERT ORDER  -  SECOND    CLASS 0
 NU0371
 NU0371.The horizontal coordinates were established by classical geodetic methods
 NU0371.and adjusted by the National Geodetic Survey in November 1997..
 NU0371
 NU0371.The orthometric height was determined by differential leveling
 NU0371.and adjusted by the National Geodetic Survey in June 1991..
 NU0371
 NU0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0371
 NU0371.The geoid height was determined by GEOID03.
 NU0371
 NU0371.The dynamic height is computed by dividing the NAVD 88
 NU0371.geopotential number by the normal gravity value computed on the
 NU0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0371.degrees latitude (g = 980.6199 gals.).
 NU0371
 NU0371.The modeled gravity was interpolated from observed gravity values.
 NU0371
 NU0371;                    North         East     Units Scale Factor Converg.
 NU0371;SPC ID E     -    60,386.609   193,996.424   MT  0.99994781   -0 02 55.9
 NU0371;UTM  12      - 4,673,874.209   397,696.013   MT  0.99972878   -0 49 57.9
 NU0371
 NU0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0371!SPC ID E     -   0.99977354  x   0.99994781  =   0.99972136
 NU0371!UTM  12      -   0.99977354  x   0.99972878  =   0.99950238
 NU0371
 NU0371:                Primary Azimuth Mark                     Grid Az
 NU0371:SPC ID E     -  IDA 15 58                                174 37 44.6
 NU0371:UTM  12      -  IDA 15 58                                175 24 46.6
 NU0371
 NU0371|---------------------------------------------------------------------|
 NU0371| PID    Reference Object                     Distance      Geod. Az  |
 NU0371|                                                           dddmmss.s |
 NU0371| NU0374 IDA 15 58                           APPROX. 1.2 KM 1743448.7 |
 NU0371| NU0372 B 100                                10.592 METERS 18148     |
 NU0371| NU0370 IDA 15 59 RM 1                       10.460 METERS 35800     |
 NU0371|---------------------------------------------------------------------|
 NU0371
 NU0371                          SUPERSEDED SURVEY CONTROL
 NU0371
 NU0371  NAD 83(1992)-  42 12 37.23102(N)    112 14 21.73879(W) AD(       ) 2
 NU0371  NAD 83(1986)-  42 12 37.22952(N)    112 14 21.73458(W) AD(       ) 2
 NU0371  NAD 27      -  42 12 37.51440(N)    112 14 18.85900(W) AD(       ) 2
 NU0371  NGVD 29 (??/??/92) 1457.277  (m)         4781.08   (f) ADJ UNCH    2 0
 NU0371
 NU0371.Superseded values are not recommended for survey control.
 NU0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0371.See file dsdata.txt to determine how the superseded data were derived.
 NU0371
 NU0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9769673874(NAD 83)
 NU0371_MARKER: DS = TRIANGULATION STATION DISK
 NU0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0371_STAMPING: IDA 15-59 1960
 NU0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0371+STABILITY: SURFACE MOTION
 NU0371
 NU0371  HISTORY     - Date     Condition        Report By
 NU0371  HISTORY     - 1960     MONUMENTED       CGS
 NU0371  HISTORY     - 1960     GOOD             CGS
 NU0371  HISTORY     - 1972     GOOD             NGS
 NU0371
 NU0371                          STATION DESCRIPTION
 NU0371
 NU0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0371'THE STATION IS ABOUT 1-1/2 MILES NORTHEAST OF MALAD CITY AND
 NU0371'IS 1.8 MILES NORTHERLY FROM THE JUNCTION OF U.S. HIGHWAY 191
 NU0371'AND STATE HIGHWAY 37 AT THE EAST EDGE OF MALAD CITY, ON THE
 NU0371'LEFT, WEST, SIDE OF U.S. HIGHWAY 191.
 NU0371'
 NU0371'THE STATION AND UNDERGROUND MARKS, STAMPED IDA 15-59 1960,
 NU0371'ARE STANDARD DISKS WITH THE SURFACE MARK SET IN A CYLINDRICAL
 NU0371'CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT IS 34 FEET NORTH
 NU0371'OF A STEEL WITNESS POST WITH SIGN, 11-1/2 FEET SOUTHEAST OF
 NU0371'THE SOUTH POST TO A STEEL GATE, AND 3 FEET EAST OF THE
 NU0371'WEST RIGHT-OF-WAY FENCE.
 NU0371'
 NU0371'REFERENCE MARK 1, STAMPED IDA 15-59 NO 1 1960, IS A STANDARD
 NU0371'DISK SET IN A CONCRETE POST PROJECTING ABOUT 8 INCHES.  IT IS
 NU0371'3 FEET NORTHEAST OF THE NORTH POST TO A STEEL GATE.
 NU0371'
 NU0371'BENCH MARK B 100, USED AS REFERENCE MARK 2, IS A STANDARD
 NU0371'BENCH MARK DISK STAMPED B 100 1960 SET IN A CONCRETE POST
 NU0371'PROJECTING ABOUT 6 INCHES.  IT IS 2 FEET EAST OF THE WEST
 NU0371'RIGHT-OF-WAY FENCE AND 1-1/2 FEET SOUTHEAST OF A STEEL WITNESS
 NU0371'POST WITH SIGN.
 NU0371
 NU0371                          STATION RECOVERY (1960)
 NU0371
 NU0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0371'1.8 MI N FROM MALAD.
 NU0371'1.8 MILES NORTH ALONG U.S. HIGHWAY 191 (INTERSTATE HIGHWAY 15) FROM
 NU0371'ITS JUNCTION WITH STATE HIGHWAY 37 AT THE EAST LIMITS OF MALAD, ON THE
 NU0371'WEST SIDE AND ABOVE THE HIGHWAY ON A LOW CUT-BANK, 34 FEET NORTH FROM
 NU0371'A METAL WITNESS POST WITH SIGN, 11.5 FEET SOUTHEAST OF THE SOUTH POST
 NU0371'TO A STEEL GATE, 3 FEET EAST FROM THE RIGHT OF WAY FENCE, SET IN THE
 NU0371'TOP OF A CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 NU0371'GROUND.
 NU0371
 NU0371                          STATION RECOVERY (1972)
 NU0371
 NU0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NU0371'THE STATION MARK, REFERENCE MARK NO. 1, AND BENCH MARK B 100
 NU0371'(R.M. 2) WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  A
 NU0371'DIFFERENCE IN THE HORIZONTAL ANGLE BETWEEN THE REFERENCE MARKS
 NU0371'WAS FOUND.  A METAL WITNESS POST WAS PLACED 1 FOOT WEST OF
 NU0371'THE STATION MARK.
 NU0371'
 NU0371'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 NU0371'NORTHEAST OF MALAD CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0370 ***********************************************************************
 NU0370  DESIGNATION -  IDA 15 59 RM 1
 NU0370  PID         -  NU0370
 NU0370  STATE/COUNTY-  ID/ONEIDA
 NU0370  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0370
 NU0370                         *CURRENT SURVEY CONTROL
 NU0370  ___________________________________________________________________
 NU0370* NAD 83(1986)-  42 12 37.     (N)    112 14 22.     (W)     SCALED    
 NU0370* NAVD 88     -      1458.566  (meters)    4785.31   (feet)  ADJUSTED  
 NU0370  ___________________________________________________________________
 NU0370  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 NU0370  DYNAMIC HT  -        1457.584 (meters)    4782.09  (feet)  COMP
 NU0370  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 NU0370
 NU0370  VERT ORDER  -  SECOND    CLASS 0
 NU0370
 NU0370.The horizontal coordinates were scaled from a topographic map and have
 NU0370.an estimated accuracy of +/- 6 seconds.
 NU0370
 NU0370.The orthometric height was determined by differential leveling
 NU0370.and adjusted by the National Geodetic Survey in June 1991..
 NU0370
 NU0370.The geoid height was determined by GEOID03.
 NU0370
 NU0370.The dynamic height is computed by dividing the NAVD 88
 NU0370.geopotential number by the normal gravity value computed on the
 NU0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0370.degrees latitude (g = 980.6199 gals.).
 NU0370
 NU0370.The modeled gravity was interpolated from observed gravity values.
 NU0370
 NU0370;                    North         East    Units  Estimated Accuracy
 NU0370;SPC ID E     -    60,380.      193,990.      MT  (+/- 180 meters Scaled)
 NU0370
 NU0370                          SUPERSEDED SURVEY CONTROL
 NU0370
 NU0370  NGVD 29 (??/??/92) 1457.486  (m)         4781.77   (f) ADJ UNCH    2 0
 NU0370
 NU0370.Superseded values are not recommended for survey control.
 NU0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0370.See file dsdata.txt to determine how the superseded data were derived.
 NU0370
 NU0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM976738(NAD 83)
 NU0370_MARKER: DR = REFERENCE MARK DISK
 NU0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0370_STAMPING: IDA 15-59 NO 1 1960
 NU0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0370+STABILITY: SURFACE MOTION
 NU0370
 NU0370  HISTORY     - Date     Condition        Report By
 NU0370  HISTORY     - 1960     MONUMENTED       CGS
 NU0370
 NU0370                          STATION DESCRIPTION
 NU0370
 NU0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0370'1.8 MI N FROM MALAD.
 NU0370'1.8 MILES NORTH ALONG U.S. HIGHWAY 191 (INTERSTATE HIGHWAY 15) FROM
 NU0370'ITS JUNCTION WITH STATE HIGHWAY 37 AT THE EAST LIMITS OF MALAD, ON THE
 NU0370'WEST SIDE AND ABOVE THE HIGHWAY ON A LOW CUT BANK, AT THE RIGHT OF WAY
 NU0370'FENCE 3 FEET NORTHEAST FROM THE NORTH POST OF A STEEL GATE, 34.3 FEET
 NU0370'NORTH FROM TRIANGULATION STATION IDA 15-59, SET IN A CYLDRICAL
 NU0370'CONCRETE MONUMENT PROJECTING 8-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0368 ***********************************************************************
 NU0368  DESIGNATION -  IDA 15 60
 NU0368  PID         -  NU0368
 NU0368  STATE/COUNTY-  ID/ONEIDA
 NU0368  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0368
 NU0368                         *CURRENT SURVEY CONTROL
 NU0368  ___________________________________________________________________
 NU0368* NAD 83(1994)-  42 13 28.71852(N)    112 14 18.21447(W)     ADJUSTED  
 NU0368* NAVD 88     -      1475.030  (meters)    4839.33   (feet)  ADJUSTED  
 NU0368  ___________________________________________________________________
 NU0368  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 NU0368  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NU0368  DYNAMIC HT  -        1474.035 (meters)    4836.06  (feet)  COMP
 NU0368  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 NU0368
 NU0368  HORZ ORDER  -  SECOND
 NU0368  VERT ORDER  -  SECOND    CLASS 0
 NU0368
 NU0368.The horizontal coordinates were established by classical geodetic methods
 NU0368.and adjusted by the National Geodetic Survey in November 1997..
 NU0368
 NU0368.The orthometric height was determined by differential leveling
 NU0368.and adjusted by the National Geodetic Survey in June 1991..
 NU0368
 NU0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0368
 NU0368.The geoid height was determined by GEOID03.
 NU0368
 NU0368.The dynamic height is computed by dividing the NAVD 88
 NU0368.geopotential number by the normal gravity value computed on the
 NU0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0368.degrees latitude (g = 980.6199 gals.).
 NU0368
 NU0368.The modeled gravity was interpolated from observed gravity values.
 NU0368
 NU0368;                    North         East     Units Scale Factor Converg.
 NU0368;SPC ID E     -    61,975.019   194,078.685   MT  0.99994780   -0 02 53.5
 NU0368;UTM  12      - 4,675,460.997   397,799.977   MT  0.99972852   -0 49 56.4
 NU0368
 NU0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0368!SPC ID E     -   0.99977091  x   0.99994780  =   0.99971873
 NU0368!UTM  12      -   0.99977091  x   0.99972852  =   0.99949950
 NU0368
 NU0368|---------------------------------------------------------------------|
 NU0368| PID    Reference Object                     Distance      Geod. Az  |
 NU0368|                                                           dddmmss.s |
 NU0368| NU0367 C 100                                 6.565 METERS 00238     |
 NU0368| NU0366 L 99                                APPROX. 1.0 KM 0360232.2 |
 NU0368| NU0369 IDA 15 60 RM 1                        8.411 METERS 17457     |
 NU0368|---------------------------------------------------------------------|
 NU0368
 NU0368                          SUPERSEDED SURVEY CONTROL
 NU0368
 NU0368  NAD 83(1992)-  42 13 28.71589(N)    112 14 18.21102(W) AD(       ) 2
 NU0368  NAD 83(1986)-  42 13 28.71444(N)    112 14 18.20658(W) AD(       ) 2
 NU0368  NAD 27      -  42 13 29.00020(N)    112 14 15.33070(W) AD(       ) 2
 NU0368  NGVD 29 (??/??/92) 1473.947  (m)         4835.77   (f) ADJ UNCH    2 0
 NU0368
 NU0368.Superseded values are not recommended for survey control.
 NU0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0368.See file dsdata.txt to determine how the superseded data were derived.
 NU0368
 NU0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9780075461(NAD 83)
 NU0368_MARKER: DS = TRIANGULATION STATION DISK
 NU0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0368_STAMPING: IDA 15-60 1960
 NU0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0368+STABILITY: SURFACE MOTION
 NU0368
 NU0368  HISTORY     - Date     Condition        Report By
 NU0368  HISTORY     - 1960     MONUMENTED       CGS
 NU0368  HISTORY     - 1960     GOOD             CGS
 NU0368
 NU0368                          STATION DESCRIPTION
 NU0368
 NU0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0368'THE STATION IS 2-3/4 MILES NORTH OF MALAD CITY, 1/2 MILE SOUTH
 NU0368'SOUTHWEST OF THE WHEEL INN, AND ABOUT 200 YARDS WEST OF U.S.
 NU0368'HIGHWAY 191 ON THE EAST EDGE OF A FLAT BENCH.
 NU0368'
 NU0368'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 191 AND
 NU0368'STATE HIGHWAY 37 AT THE EAST EDGE OF MALAD CITY, GO NORTHERLY ON
 NU0368'U.S. HIGHWAY 191 FOR 3.4 MILES TO THE WHEEL INN ON THE LEFT
 NU0368'AND WESTON ROAD ON THE RIGHT.  THE AZIMUTH MARK IS 0.05 MILE
 NU0368'EAST ON THE NORTH SIDE OF WESTON ROAD AS DESCRIBED BELOW.
 NU0368'TURN LEFT, SOUTHWEST, ON PAVED ROAD (OLD HIGHWAY) FOR 0.4 MILE
 NU0368'TO A GRAVELED CROSSROAD AND FARM ROAD LEADING SOUTH.  TURN
 NU0368'LEFT, SOUTH, ON FARM ROAD FOR 0.3 MILE TO THE STATION ON THE
 NU0368'LEFT, JUST AFTER CROSSING SMALL IRRIGATION DITCH AND AS FARM
 NU0368'ROAD TURNS TO THE SOUTHWEST.
 NU0368'
 NU0368'THE STATION AND UNDERGROUND MARKS, STAMPED IDA 15-60 1960,
 NU0368'ARE STANDARD DISKS WITH THE SURFACE MARK SET IN A CYLINDRICAL
 NU0368'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS
 NU0368'21 FEET SOUTH OF A STEEL WITNESS POST WITH SIGN, 8 FEET EAST
 NU0368'OF THE TELEPHONE LINES, AND 5 FEET WEST OF A FENCE LINE.
 NU0368'
 NU0368'REFERENCE MARK 1, STAMPED IDA 15-60 NO 1 1960, IS A STANDARD
 NU0368'DISKS SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 6 INCHES
 NU0368'ABOVE GROUND AND 2 FEET NORTHWEST OF A FENCE CORNER.
 NU0368'
 NU0368'REFERENCE MARK 2, STAMPED C 100 1960, IS A STANDARD BENCH
 NU0368'MARK DISK SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING
 NU0368'6 INCHES ABOVE GROUND.  IT IS 5 FEET SOUTHWEST OF A FENCE
 NU0368'CORNER, 3 FEET SOUTHEAST OF TELEPHONE POLE NO. 7, AND 2 FEET
 NU0368'EAST OF A STEEL WITNESS POST WITH SIGN.
 NU0368'
 NU0368'THE AZIMUTH MARK, STAMPED L 99 1960, IS A STANDARD BENCH MARK
 NU0368'DISK SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 3 INCHES
 NU0368'ABOVE GROUND.  IT IS 25 FEET NORTH OF THE CENTER OF WESTON
 NU0368'ROAD, 2-1/2 FEET WEST OF A STEEL WITNESS POST WITH SIGN, AND
 NU0368'2 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE.
 NU0368
 NU0368                          STATION RECOVERY (1960)
 NU0368
 NU0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0368'2.8 MI N FROM MALAD.
 NU0368'3.4 MILES NORTH ALONG U.S. HIGHWAY 91 FROM ITS JUNCTION WITH STATE
 NU0368'HIGHWAY 91 AT THE EAST LIMITS OF MALAD TO THE WHEEL INN AT WESTON
 NU0368'ROAD, THENCE SHARP LEFT AND SOUTHWEST ON THE OLD SECTION OF THE
 NU0368'HIGHWAY 0.4 MILE TO A GRAVEL CROSS ROAD, AND ALSO A TRACK FARM ROAD
 NU0368'ROAD, THE LATTER LEADING SOUTH, CONTINUE SOUTH ON THE FARM ROAD 0.3
 NU0368'MILE AND CROSSING OF A SMALL IRRIGATION DITCH WHERE FARM ROAD TURN
 NU0368'SOUTHWEST, 21 FEET SOUTH FROM A METAL WITNESS POST WITH SIGN, 8 FEET
 NU0368'EAST FROM TELEPHONE POST AND NEAR A FENCE CORNER, 5 FEET WEST FROM
 NU0368'FENCE, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 3 INCHES
 NU0368'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0369 ***********************************************************************
 NU0369  DESIGNATION -  IDA 15 60 RM 1
 NU0369  PID         -  NU0369
 NU0369  STATE/COUNTY-  ID/ONEIDA
 NU0369  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0369
 NU0369                         *CURRENT SURVEY CONTROL
 NU0369  ___________________________________________________________________
 NU0369* NAD 83(1986)-  42 13 29.     (N)    112 14 18.     (W)     SCALED    
 NU0369* NAVD 88     -      1474.967  (meters)    4839.12   (feet)  ADJUSTED  
 NU0369  ___________________________________________________________________
 NU0369  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NU0369  DYNAMIC HT  -        1473.972 (meters)    4835.86  (feet)  COMP
 NU0369  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 NU0369
 NU0369  VERT ORDER  -  SECOND    CLASS 0
 NU0369
 NU0369.The horizontal coordinates were scaled from a topographic map and have
 NU0369.an estimated accuracy of +/- 6 seconds.
 NU0369
 NU0369.The orthometric height was determined by differential leveling
 NU0369.and adjusted by the National Geodetic Survey in June 1991..
 NU0369
 NU0369.The geoid height was determined by GEOID03.
 NU0369
 NU0369.The dynamic height is computed by dividing the NAVD 88
 NU0369.geopotential number by the normal gravity value computed on the
 NU0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0369.degrees latitude (g = 980.6199 gals.).
 NU0369
 NU0369.The modeled gravity was interpolated from observed gravity values.
 NU0369
 NU0369;                    North         East    Units  Estimated Accuracy
 NU0369;SPC ID E     -    61,980.      194,080.      MT  (+/- 180 meters Scaled)
 NU0369
 NU0369                          SUPERSEDED SURVEY CONTROL
 NU0369
 NU0369  NGVD 29 (??/??/92) 1473.884  (m)         4835.57   (f) ADJ UNCH    2 0
 NU0369
 NU0369.Superseded values are not recommended for survey control.
 NU0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0369.See file dsdata.txt to determine how the superseded data were derived.
 NU0369
 NU0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM978754(NAD 83)
 NU0369_MARKER: DR = REFERENCE MARK DISK
 NU0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0369+STABILITY: SURFACE MOTION
 NU0369
 NU0369  HISTORY     - Date     Condition        Report By
 NU0369  HISTORY     - 1960     MONUMENTED       CGS
 NU0369  HISTORY     - 1960     GOOD             NGS
 NU0369
 NU0369                          STATION DESCRIPTION
 NU0369
 NU0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0369'2.8 MI N FROM MALAD.
 NU0369'2.8 MILES NORTH ALONG U.S. HIGHWAY 91 FROM ITS JUNCTION WITH STATE
 NU0369'HIGHWAY 37 AT THE EAST LIMITS OF MALAD TO A HIGHWAY CUT AND A RISING
 NU0369'GRADE PROCEEDING NORTH, THENCE CROSS COUNTRY ABOUT 400 FEET WESTWARD,
 NU0369'27.6 FEET SOUTH FROM TRIANGULATION STATION IDA 15-68, 2 FEET NORTHWEST
 NU0369'FROM A FENCE CORNER, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING
 NU0369'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0363 ***********************************************************************
 NU0363  DESIGNATION -  IDA 15 61
 NU0363  PID         -  NU0363
 NU0363  STATE/COUNTY-  ID/ONEIDA
 NU0363  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0363
 NU0363                         *CURRENT SURVEY CONTROL
 NU0363  ___________________________________________________________________
 NU0363* NAD 83(1994)-  42 14 19.99620(N)    112 13 43.83004(W)     ADJUSTED  
 NU0363* NAVD 88     -      1488.056  (meters)    4882.06   (feet)  ADJUSTED  
 NU0363  ___________________________________________________________________
 NU0363  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 NU0363  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 NU0363  DYNAMIC HT  -        1487.052 (meters)    4878.77  (feet)  COMP
 NU0363  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 NU0363
 NU0363  HORZ ORDER  -  THIRD
 NU0363  VERT ORDER  -  SECOND    CLASS 0
 NU0363
 NU0363.The horizontal coordinates were established by classical geodetic methods
 NU0363.and adjusted by the National Geodetic Survey in November 1997..
 NU0363
 NU0363.The orthometric height was determined by differential leveling
 NU0363.and adjusted by the National Geodetic Survey in June 1991..
 NU0363
 NU0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0363
 NU0363.The geoid height was determined by GEOID03.
 NU0363
 NU0363.The dynamic height is computed by dividing the NAVD 88
 NU0363.geopotential number by the normal gravity value computed on the
 NU0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0363.degrees latitude (g = 980.6199 gals.).
 NU0363
 NU0363.The modeled gravity was interpolated from observed gravity values.
 NU0363
 NU0363;                    North         East     Units Scale Factor Converg.
 NU0363;SPC ID E     -    63,556.486   194,868.335   MT  0.99994769   -0 02 30.5
 NU0363;UTM  12      - 4,677,031.163   398,611.020   MT  0.99972648   -0 49 34.1
 NU0363
 NU0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0363!SPC ID E     -   0.99976886  x   0.99994769  =   0.99971656
 NU0363!UTM  12      -   0.99976886  x   0.99972648  =   0.99949540
 NU0363
 NU0363|---------------------------------------------------------------------|
 NU0363| PID    Reference Object                     Distance      Geod. Az  |
 NU0363|                                                           dddmmss.s |
 NU0363| NU0365 D 100                                31.120 METERS 12358     |
 NU0363| NU0366 L 99                                APPROX. 0.8 KM 1933601.2 |
 NU0363| NU0364 IDA 15 61 RM 1                       11.325 METERS 24111     |
 NU0363|---------------------------------------------------------------------|
 NU0363
 NU0363                          SUPERSEDED SURVEY CONTROL
 NU0363
 NU0363  NAD 83(1992)-  42 14 19.99386(N)    112 13 43.82683(W) AD(       ) 3
 NU0363  NAD 83(1986)-  42 14 19.99237(N)    112 13 43.82213(W) AD(       ) 3
 NU0363  NAD 27      -  42 14 20.27970(N)    112 13 40.94590(W) AD(       ) 3
 NU0363  NGVD 29 (??/??/92) 1486.970  (m)         4878.50   (f) ADJ UNCH    2 0
 NU0363
 NU0363.Superseded values are not recommended for survey control.
 NU0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0363.See file dsdata.txt to determine how the superseded data were derived.
 NU0363
 NU0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9861177031(NAD 83)
 NU0363_MARKER: DS = TRIANGULATION STATION DISK
 NU0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0363_STAMPING: IDA 15-61 1960
 NU0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0363+STABILITY: SURFACE MOTION
 NU0363
 NU0363  HISTORY     - Date     Condition        Report By
 NU0363  HISTORY     - 1960     MONUMENTED       CGS
 NU0363  HISTORY     - 1960     GOOD             CGS
 NU0363
 NU0363                          STATION DESCRIPTION
 NU0363
 NU0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0363'THE STATION IS 4.0 MILES NORTH OF THE INTERSECTION OF INTERSTATE
 NU0363'ROUTE 15 AND STATE ROUTE 37 AT MALAD, 0.6 MILE NORTH OF THE
 NU0363'JUNCTION OF THE WESTON ROAD AND THE INTERSTATE ROUTE AT THE
 NU0363'WHEEL INN, ON THE LEFT, WEST, SIDE OF THE HIGHWAY, 17 FEET
 NU0363'SOUTH OF THE DRIVEWAY INTO THE RANCH YARD AND 6 FEET NORTH OF THE
 NU0363'FENCE LINE.
 NU0363'
 NU0363'THE STATION MARK AND UNDERGROUND MARK, STAMPED IDA 15-61 1960,
 NU0363'ARE STANDARD DISKS WITH THE SURFACE MARK SET IN A SQUARE
 NU0363'CONCRETE POST PROJECTING 2 INCHES.
 NU0363'
 NU0363'REFERENCE MARK 1, STAMPED IDA 15-61 NO 1 1960, IS A STANDARD
 NU0363'DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES AND
 NU0363'IS AT A FENCE CORNER ABOUT 50 FEET SOUTHEAST OF THE SOUTHEAST
 NU0363'CORNER OF THE RANCH HOUSE.
 NU0363'
 NU0363'REFERENCE MARK 2, STAMPED, D 100 1960, IS A STANDARD BENCH
 NU0363'MARK DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES
 NU0363'AND IS 100 FEET WEST OF THE CENTER LINE OF THE EXISTING NORTH
 NU0363'BOUND LANE, 38 FEET SOUTH OF THE SOUTH GATE POST LEADING TO THE
 NU0363'RANCH YARD AND 2 FEET SOUTH OF A METAL WITNESS POST WITH
 NU0363'SIGN ATTACHED.
 NU0363'
 NU0363'THE AZIMUTH MARK, STAMPED, L 99 1960, IS A STANDARD BENCH
 NU0363'MARK DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3
 NU0363'INCHES AND IS 0.05 MILE EAST OF THE WHEEL INN ALONG THE WESTON
 NU0363'ROAD, 25.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET
 NU0363'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 2 FEET
 NU0363'SOUTH OF THE NORTH RIGHT OF WAY FENCE LINE.
 NU0363
 NU0363                          STATION RECOVERY (1960)
 NU0363
 NU0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0363'4 MI N FROM MALAD.
 NU0363'4 MILES NORTH ALONG U.S. HIGHWAY 191 (INTERSTATE HIGHWAY 15) FROM ITS
 NU0363'JUNCTION WITH STATE HIGHWAY 37 AT THE EAST LIMITS OF MALAD, ABOUT 200
 NU0363'FEET WEST FROM THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH FROM THE
 NU0363'CENTER OF A DRIVEWAY LEADING INTO A FARMYARD, 6 FEET NORTH FROM A
 NU0363'FENCE LINE, SET IN A SQUARE TOPPED CONCRETE MONUMENT PROJECTING
 NU0363'2-INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0364 ***********************************************************************
 NU0364  DESIGNATION -  IDA 15 61 RM 1
 NU0364  PID         -  NU0364
 NU0364  STATE/COUNTY-  ID/ONEIDA
 NU0364  USGS QUAD   -  MALAD CITY EAST (1984)
 NU0364
 NU0364                         *CURRENT SURVEY CONTROL
 NU0364  ___________________________________________________________________
 NU0364* NAD 83(1986)-  42 14 20.     (N)    112 13 43.     (W)     SCALED    
 NU0364* NAVD 88     -      1488.117  (meters)    4882.26   (feet)  ADJUSTED  
 NU0364  ___________________________________________________________________
 NU0364  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 NU0364  DYNAMIC HT  -        1487.113 (meters)    4878.97  (feet)  COMP
 NU0364  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 NU0364
 NU0364  VERT ORDER  -  SECOND    CLASS 0
 NU0364
 NU0364.The horizontal coordinates were scaled from a topographic map and have
 NU0364.an estimated accuracy of +/- 6 seconds.
 NU0364
 NU0364.The orthometric height was determined by differential leveling
 NU0364.and adjusted by the National Geodetic Survey in June 1991..
 NU0364
 NU0364.The geoid height was determined by GEOID03.
 NU0364
 NU0364.The dynamic height is computed by dividing the NAVD 88
 NU0364.geopotential number by the normal gravity value computed on the
 NU0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0364.degrees latitude (g = 980.6199 gals.).
 NU0364
 NU0364.The modeled gravity was interpolated from observed gravity values.
 NU0364
 NU0364;                    North         East    Units  Estimated Accuracy
 NU0364;SPC ID E     -    63,560.      194,890.      MT  (+/- 180 meters Scaled)
 NU0364
 NU0364                          SUPERSEDED SURVEY CONTROL
 NU0364
 NU0364  NGVD 29 (??/??/92) 1487.031  (m)         4878.70   (f) ADJ UNCH    2 0
 NU0364
 NU0364.Superseded values are not recommended for survey control.
 NU0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0364.See file dsdata.txt to determine how the superseded data were derived.
 NU0364
 NU0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM986770(NAD 83)
 NU0364_MARKER: DR = REFERENCE MARK DISK
 NU0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0364_STAMPING: IDA 15-61 NO 1 1960
 NU0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0364+STABILITY: SURFACE MOTION
 NU0364
 NU0364  HISTORY     - Date     Condition        Report By
 NU0364  HISTORY     - 1960     MONUMENTED       CGS
 NU0364
 NU0364                          STATION DESCRIPTION
 NU0364
 NU0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0364'4 MI N FROM MALAD.
 NU0364'4 MILES NORTH ALONG U.S. HIGHWAY 191 (INTERSTATE HIGHWAY 15) FROM ITS
 NU0364'INTERSECTION WITH STATE HIGHWAY 17 AT THE EAST LIMITS OF MALAD, ABOUT
 NU0364'240 FEET WESTWARD FROM THE CENTER OF THE HIGHWAY, 50 FEET SOUTHEAST OF
 NU0364'THE SOUTHEAST CORNER OF THE RANCH HOUSE, 37.2 FEET SOUTHWEST FROM THE
 NU0364'TRIANGULATION STATION IDA 15-61, SET IN TOP OF A SQUARE TOPPED
 NU0364'CONCRETE MONUMENT PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0359 ***********************************************************************
 NU0359  DESIGNATION -  IDA 15 62
 NU0359  PID         -  NU0359
 NU0359  STATE/COUNTY-  ID/ONEIDA
 NU0359  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0359
 NU0359                         *CURRENT SURVEY CONTROL
 NU0359  ___________________________________________________________________
 NU0359* NAD 83(1994)-  42 15 25.03516(N)    112 12 43.49980(W)     ADJUSTED  
 NU0359* NAVD 88     -      1538.268  (meters)    5046.80   (feet)  ADJUSTED  
 NU0359  ___________________________________________________________________
 NU0359  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 NU0359  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 NU0359  DYNAMIC HT  -        1537.229 (meters)    5043.39  (feet)  COMP
 NU0359  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 NU0359
 NU0359  HORZ ORDER  -  SECOND
 NU0359  VERT ORDER  -  SECOND    CLASS 0
 NU0359
 NU0359.The horizontal coordinates were established by classical geodetic methods
 NU0359.and adjusted by the National Geodetic Survey in November 1997..
 NU0359
 NU0359.The orthometric height was determined by differential leveling
 NU0359.and adjusted by the National Geodetic Survey in June 1991..
 NU0359
 NU0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0359
 NU0359.The geoid height was determined by GEOID03.
 NU0359
 NU0359.The dynamic height is computed by dividing the NAVD 88
 NU0359.geopotential number by the normal gravity value computed on the
 NU0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0359.degrees latitude (g = 980.6199 gals.).
 NU0359
 NU0359.The modeled gravity was interpolated from observed gravity values.
 NU0359
 NU0359;                    North         East     Units Scale Factor Converg.
 NU0359;SPC ID E     -    65,562.287   196,252.572   MT  0.99994754   -0 01 49.9
 NU0359;UTM  12      - 4,679,017.381   400,022.275   MT  0.99972299   -0 48 54.5
 NU0359
 NU0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0359!SPC ID E     -   0.99976097  x   0.99994754  =   0.99970853
 NU0359!UTM  12      -   0.99976097  x   0.99972299  =   0.99948403
 NU0359
 NU0359|---------------------------------------------------------------------|
 NU0359| PID    Reference Object                     Distance      Geod. Az  |
 NU0359|                                                           dddmmss.s |
 NU0359| NU0360 IDA 15 62 RM 1                        8.962 METERS 08355     |
 NU0359| NU0361 IDA 15 62 RM 2                        8.968 METERS 18800     |
 NU0359| NU0362 J 99                                               1961340.3 |
 NU0359|---------------------------------------------------------------------|
 NU0359
 NU0359                          SUPERSEDED SURVEY CONTROL
 NU0359
 NU0359  NAD 83(1992)-  42 15 25.03334(N)    112 12 43.49678(W) AD(       ) 2
 NU0359  NAD 83(1986)-  42 15 25.03164(N)    112 12 43.49183(W) AD(       ) 2
 NU0359  NAD 27      -  42 15 25.31860(N)    112 12 40.61710(W) AD(       ) 2
 NU0359  NGVD 29 (??/??/92) 1537.178  (m)         5043.22   (f) ADJ UNCH    2 0
 NU0359
 NU0359.Superseded values are not recommended for survey control.
 NU0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0359.See file dsdata.txt to determine how the superseded data were derived.
 NU0359
 NU0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0002279017(NAD 83)
 NU0359_MARKER: DS = TRIANGULATION STATION DISK
 NU0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0359_STAMPING: IDA 15-62
 NU0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0359+STABILITY: SURFACE MOTION
 NU0359
 NU0359  HISTORY     - Date     Condition        Report By
 NU0359  HISTORY     - 1960     MONUMENTED       CGS
 NU0359  HISTORY     - 1960     GOOD             NGS
 NU0359  HISTORY     - 1967     GOOD             USGS
 NU0359
 NU0359                          STATION DESCRIPTION
 NU0359
 NU0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0359'THE STATION IS 5-1/4 MILES NORTH-NORTHEAST OF MALAD, ON THE
 NU0359'EAST END OF A BENCH WHERE IT DESCENDS ABRUPTLY TO THE WEST TO
 NU0359'U.S. HIGHWAY 191 AND THE IRRIGATED VALLEY.  IT IS ABOUT 100
 NU0359'YARDS EAST OF U.S. HIGHWAY 191 AND THE EAST END OF A LARGE
 NU0359'GRAVITY-FLOW IRRIGATION POND.
 NU0359'
 NU0359'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 191 AND
 NU0359'STATE HIGHWAY 37, AT THE EAST EDGE OF MALAD, DRIVE NORTH ON U.S.
 NU0359'HIGHWAY 191 FOR 4.7 MILES TO A FARM YARD AND ENTRANCE ROAD ON THE
 NU0359'RIGHT, AND THE AZIMUTH MARK.  CONTINUE NORTH ON THE HIGHWAY FOR
 NU0359'0.3 MILE TO A Y-FORK.  KEEP THE RIGHT FORK, GRAVELED ROAD, AND
 NU0359'DRIVE NORTH-NORTHEAST FOR 0.25 MILE TO A POINT WHERE THE ROAD
 NU0359'TURNS SHARPLY TO THE EAST AND THE STATION ON THE LEFT.
 NU0359'
 NU0359'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 NU0359'STAMPED IDA 15-62 1960.  THE SURFACE MARK IS SET IN THE TOP OF
 NU0359'A CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER, PROJECTING
 NU0359'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 57 FEET
 NU0359'NORTHWEST OF THE CENTER OF THE GRAVELED ROAD, 5 FEET EAST OF A
 NU0359'METAL WITNESS POST WITH SIGN AND 4 FEET SOUTH OF AN EAST-WEST
 NU0359'FENCE.
 NU0359'
 NU0359'REFERENCE MARK 1, STAMPED IDA 15-62 NO 1 1960, IS A STANDARD
 NU0359'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 NU0359'IN DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE
 NU0359'GROUND.  IT IS 38 FEET NORTHWEST OF THE CENTER OF THE ROAD,
 NU0359'ABOUT 3 FEET HIGHER IN ELEVATION THAN THE STATION MARK AND 1.5
 NU0359'FEET SOUTH OF THE EAST-WEST FENCE.
 NU0359'
 NU0359'REFERENCE MARK 2, STAMPED IDA 15-62 NO 2 1960, IS A STANDARD
 NU0359'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES IN
 NU0359'DIAMETER, PROJECTING 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU0359'IT IS 47 FEET WEST OF THE CENTER OF THE ROAD AND ABOUT THE
 NU0359'SAME ELEVATION AS THE STATION MARK.
 NU0359'
 NU0359'A STANDARD C AND GS BENCH MARK DISK WAS USED FOR THE AZIMUTH
 NU0359'MARK.  THE DISK, STAMPED J 99 1960, IS SET IN THE CENTER OF THE
 NU0359'TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER,
 NU0359'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 49
 NU0359'FEET EAST OF THE CENTER OF U.S. HIGHWAY 191, 25 FEET SOUTH
 NU0359'OF THE SOUTH GATE POST OF THE FARM ENTRANCE, 1.5 FEET NORTH
 NU0359'OF A METAL WITNESS POST WITH SIGN AND 0.5 FOOT WEST OF THE EAST
 NU0359'HIGHWAY RIGHT-OF-WAY FENCE.
 NU0359
 NU0359                          STATION RECOVERY (1960)
 NU0359
 NU0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0359'5.2 MI N FROM MALAD.
 NU0359'5.0 MILES NORTH ALONG U.S. HIGHWAY 191 (INTERSTATE HIGHWAY 191) FROM
 NU0359'ITS INTERSECTION WITH STATE HIGHWAY 37 AT THE EAST LIMITS OF MALAD TO
 NU0359'A FORKS, THENCE THE RIGHT FORK ON A GRAVELED ROAD OFF THE HIGHWAY
 NU0359'NORTH NORTHEAST 0.25 MILE TO WHERE THE ROAD TURNS SHARPLY EAST, 57
 NU0359'FEET NORTHWEST FROM THE CENTER OF THE ROAD, 5 FEET EAST FROM A METAL
 NU0359'WITNESS POST WITH SIGN, 4 FEET SOUTH FROM THE FENCE LINE, SET IN THE
 NU0359'TOP OF A CYLDRICAL CONCRETE MONUMENT PROJECTING 4-INCHES ABOVE THE
 NU0359'GROUND.
 NU0359
 NU0359                          STATION RECOVERY (1967)
 NU0359
 NU0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0360 ***********************************************************************
 NU0360  DESIGNATION -  IDA 15 62 RM 1
 NU0360  PID         -  NU0360
 NU0360  STATE/COUNTY-  ID/ONEIDA
 NU0360  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0360
 NU0360                         *CURRENT SURVEY CONTROL
 NU0360  ___________________________________________________________________
 NU0360* NAD 83(1986)-  42 15 25.     (N)    112 12 43.     (W)     SCALED    
 NU0360* NAVD 88     -      1539.294  (meters)    5050.17   (feet)  ADJUSTED  
 NU0360  ___________________________________________________________________
 NU0360  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 NU0360  DYNAMIC HT  -        1538.254 (meters)    5046.76  (feet)  COMP
 NU0360  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 NU0360
 NU0360  VERT ORDER  -  SECOND    CLASS 0
 NU0360
 NU0360.The horizontal coordinates were scaled from a topographic map and have
 NU0360.an estimated accuracy of +/- 6 seconds.
 NU0360
 NU0360.The orthometric height was determined by differential leveling
 NU0360.and adjusted by the National Geodetic Survey in June 1991..
 NU0360
 NU0360.The geoid height was determined by GEOID03.
 NU0360
 NU0360.The dynamic height is computed by dividing the NAVD 88
 NU0360.geopotential number by the normal gravity value computed on the
 NU0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0360.degrees latitude (g = 980.6199 gals.).
 NU0360
 NU0360.The modeled gravity was interpolated from observed gravity values.
 NU0360
 NU0360;                    North         East    Units  Estimated Accuracy
 NU0360;SPC ID E     -    65,560.      196,260.      MT  (+/- 180 meters Scaled)
 NU0360
 NU0360                          SUPERSEDED SURVEY CONTROL
 NU0360
 NU0360  NGVD 29 (??/??/92) 1538.205  (m)         5046.59   (f) ADJ UNCH    2 0
 NU0360
 NU0360.Superseded values are not recommended for survey control.
 NU0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0360.See file dsdata.txt to determine how the superseded data were derived.
 NU0360
 NU0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM000790(NAD 83)
 NU0360_MARKER: DR = REFERENCE MARK DISK
 NU0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0360_STAMPING: IDA 15-62 NO 1 1960
 NU0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0360+STABILITY: SURFACE MOTION
 NU0360
 NU0360  HISTORY     - Date     Condition        Report By
 NU0360  HISTORY     - 1960     MONUMENTED       CGS
 NU0360
 NU0360                          STATION DESCRIPTION
 NU0360
 NU0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0360'5.2 MI N FROM MALAD.
 NU0360'5.0 MILES NORTH ALONG U.S. HIGHWAY 191 (INTERSTATE HIGHWAY 15) FROM
 NU0360'ITS INTERSECTION WITH STATE HIGHWAY 37 AT THE EAST LIMITS OF MALAD,
 NU0360'THEN THE RIGHT FORK ON A GRAVEL ROAD OFF THE HIGHWAY 0.25 MILE NORTH
 NU0360'NORTHEAST TO WHERE THE ROAD TURNS SHARPLY EAST, 38 FEET NORTHWEST FROM
 NU0360'CENTER OF THE ROAD, 29.4 FEET EAST FROM THE TRIANGULATION STATION IDA
 NU0360'15-62, 1.5 FEET SOUTH FROM THE FENCE LINE, SET IN THE TOP OF A
 NU0360'CYLINDRICAL CONCRETE MONUMENT PROJECTING 8-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0361 ***********************************************************************
 NU0361  DESIGNATION -  IDA 15 62 RM 2
 NU0361  PID         -  NU0361
 NU0361  STATE/COUNTY-  ID/ONEIDA
 NU0361  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0361
 NU0361                         *CURRENT SURVEY CONTROL
 NU0361  ___________________________________________________________________
 NU0361* NAD 83(1986)-  42 15 26.     (N)    112 12 43.     (W)     SCALED    
 NU0361* NAVD 88     -      1538.138  (meters)    5046.37   (feet)  ADJUSTED  
 NU0361  ___________________________________________________________________
 NU0361  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 NU0361  DYNAMIC HT  -        1537.098 (meters)    5042.96  (feet)  COMP
 NU0361  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 NU0361
 NU0361  VERT ORDER  -  SECOND    CLASS 0
 NU0361
 NU0361.The horizontal coordinates were scaled from a topographic map and have
 NU0361.an estimated accuracy of +/- 6 seconds.
 NU0361
 NU0361.The orthometric height was determined by differential leveling
 NU0361.and adjusted by the National Geodetic Survey in June 1991..
 NU0361
 NU0361.The geoid height was determined by GEOID03.
 NU0361
 NU0361.The dynamic height is computed by dividing the NAVD 88
 NU0361.geopotential number by the normal gravity value computed on the
 NU0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0361.degrees latitude (g = 980.6199 gals.).
 NU0361
 NU0361.The modeled gravity was interpolated from observed gravity values.
 NU0361
 NU0361;                    North         East    Units  Estimated Accuracy
 NU0361;SPC ID E     -    65,590.      196,260.      MT  (+/- 180 meters Scaled)
 NU0361
 NU0361                          SUPERSEDED SURVEY CONTROL
 NU0361
 NU0361  NGVD 29 (??/??/92) 1537.048  (m)         5042.80   (f) ADJ UNCH    2 0
 NU0361
 NU0361.Superseded values are not recommended for survey control.
 NU0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0361.See file dsdata.txt to determine how the superseded data were derived.
 NU0361
 NU0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM000790(NAD 83)
 NU0361_MARKER: DR = REFERENCE MARK DISK
 NU0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0361_STAMPING: IDA 15-62 NO 2 1960
 NU0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0361+STABILITY: SURFACE MOTION
 NU0361
 NU0361  HISTORY     - Date     Condition        Report By
 NU0361  HISTORY     - 1960     MONUMENTED       CGS
 NU0361
 NU0361                          STATION DESCRIPTION
 NU0361
 NU0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0361'5.2 MI N FROM MALAD.
 NU0361'5.0 MILES NORTH ALONG U.S. HIGHWAY 191 (INTERSTATE HIGHWAY 15) FROM
 NU0361'ITS INTERSECTION WITH STATE HIGHWAY 37 AT THE EAST LIMITS OF MALAD,
 NU0361'THENCE THE RIGHT FORK ON A GRAVELED ROAD OFF THE HIGHWAY 0.25 MILE
 NU0361'NORTH NORTHEAST TO WHERE THE ROAD TURNS SHARPLY EAST, 47 FEET WEST
 NU0361'FROM THE CENTER OF THE ROAD, 29.4 FEET SOUTH FROM TRIANGULATION
 NU0361'STATION IDA 15-62, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTION
 NU0361'12-INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0354 ***********************************************************************
 NU0354  DESIGNATION -  IDA 15 63
 NU0354  PID         -  NU0354
 NU0354  STATE/COUNTY-  ID/ONEIDA
 NU0354  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0354
 NU0354                         *CURRENT SURVEY CONTROL
 NU0354  ___________________________________________________________________
 NU0354* NAD 83(1994)-  42 17 52.92246(N)    112 12 53.40605(W)     ADJUSTED  
 NU0354* NAVD 88     -      1668.402  (meters)    5473.75   (feet)  ADJUSTED  
 NU0354  ___________________________________________________________________
 NU0354  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 NU0354  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 NU0354  DYNAMIC HT  -        1667.265 (meters)    5470.02  (feet)  COMP
 NU0354  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 NU0354
 NU0354  HORZ ORDER  -  SECOND
 NU0354  VERT ORDER  -  SECOND    CLASS 0
 NU0354
 NU0354.The horizontal coordinates were established by classical geodetic methods
 NU0354.and adjusted by the National Geodetic Survey in November 1997..
 NU0354
 NU0354.The orthometric height was determined by differential leveling
 NU0354.and adjusted by the National Geodetic Survey in June 1991..
 NU0354
 NU0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0354
 NU0354.The geoid height was determined by GEOID03.
 NU0354
 NU0354.The dynamic height is computed by dividing the NAVD 88
 NU0354.geopotential number by the normal gravity value computed on the
 NU0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0354.degrees latitude (g = 980.6199 gals.).
 NU0354
 NU0354.The modeled gravity was interpolated from observed gravity values.
 NU0354
 NU0354;                    North         East     Units Scale Factor Converg.
 NU0354;SPC ID E     -    70,125.262   196,028.101   MT  0.99994756   -0 01 56.7
 NU0354;UTM  12      - 4,683,581.978   399,860.368   MT  0.99972338   -0 49 03.5
 NU0354
 NU0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0354!SPC ID E     -   0.99974055  x   0.99994756  =   0.99968812
 NU0354!UTM  12      -   0.99974055  x   0.99972338  =   0.99946400
 NU0354
 NU0354|---------------------------------------------------------------------|
 NU0354| PID    Reference Object                     Distance      Geod. Az  |
 NU0354|                                                           dddmmss.s |
 NU0354| NU0355 IDA 15 63 RM 2                       11.656 METERS 18355     |
 NU0354| NU0352 K 99                                               3583625.6 |
 NU0354| NU0353 IDA 15 63 RM 1                       11.894 METERS 35855     |
 NU0354|---------------------------------------------------------------------|
 NU0354
 NU0354                          SUPERSEDED SURVEY CONTROL
 NU0354
 NU0354  NAD 83(1992)-  42 17 52.92151(N)    112 12 53.40422(W) AD(       ) 2
 NU0354  NAD 83(1986)-  42 17 52.91975(N)    112 12 53.39846(W) AD(       ) 2
 NU0354  NAD 27      -  42 17 53.21020(N)    112 12 50.52180(W) AD(       ) 2
 NU0354  NGVD 29 (??/??/92) 1667.306  (m)         5470.15   (f) ADJ UNCH    2 0
 NU0354
 NU0354.Superseded values are not recommended for survey control.
 NU0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0354.See file dsdata.txt to determine how the superseded data were derived.
 NU0354
 NU0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9986083582(NAD 83)
 NU0354_MARKER: DS = TRIANGULATION STATION DISK
 NU0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0354_STAMPING: IDA 15-63 1960
 NU0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0354+STABILITY: SURFACE MOTION
 NU0354
 NU0354  HISTORY     - Date     Condition        Report By
 NU0354  HISTORY     - 1960     MONUMENTED       CGS
 NU0354  HISTORY     - 1960     GOOD             CGS
 NU0354  HISTORY     - 1962     GOOD             NGS
 NU0354
 NU0354                          STATION DESCRIPTION
 NU0354
 NU0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0354'THE STATION IS 7 MILES NORTH OF MALAD, 4-1/2 MILES SOUTH
 NU0354'OF MALAD SUMMIT.  1/2 MILE WEST OF U.S. HIGHWAY 191, ON THE
 NU0354'SUMMIT OF A HIGH PARTIALLY CULTIVATED RIDGE WITH A NORTH-SOUTH
 NU0354'FENCE CROSSING ITS CREST AT THE STATION SITE.
 NU0354'
 NU0354'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 191
 NU0354'AND STATE HIGHWAY 37 AT THE EAST EDGE OF MALAD, DRIVE NORTH
 NU0354'ON U.S. HIGHWAY 191 FOR 6.4 MILES TO A GROUP OF RANCH BUILDINGS
 NU0354'ON THE LEFT.* TURN LEFT AND DRIVE WEST BETWEEN THE RANCH
 NU0354'HOUSE AND BARNS FOR 0.1 MILE TO A GATE AND CREEK BRIDGE.  CROSS
 NU0354'THE BRIDGE, PASS THROUGH THE GATE AND CONTINUE THE RANCH ROAD
 NU0354'UP THE RIDGE FOR 0.3 MILE TO A Y-FORK.  KEEP THE RIGHT FORK
 NU0354'AND DRIVE NORTH AND WEST FOR 0.7 MILE TO A NORTH-SOUTH FENCE.
 NU0354'TURN RIGHT AND DRIVE NORTH ALONG THE EAST SIDE OF THE FENCE
 NU0354'FOR 0.3 MILE TO THE SUMMIT OF THE RIDGE AND THE STATION.
 NU0354'
 NU0354'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 NU0354'STAMPED IDA 15-63 1960.  THE SURFACE MARK IS SET IN THE TOP
 NU0354'OF A CONCRETE POST, 12 INCHES SQUARE AT THE TOP, PROJECTING
 NU0354'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 5.5 FEET EAST
 NU0354'OF THE FENCE AND 4.5 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 NU0354'
 NU0354'REFERENCE MARK 1, STAMPED IDA 15-63 NO 1 1960, IS A STANDARD
 NU0354'DISK SET IN THE TOP F A CYLINDRICAL CONCRETE POST, 12 INCHES
 NU0354'IN DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 NU0354'GROUND.  IT IS 4 FEET EAST OF THE FENCE.
 NU0354'
 NU0354'REFERENCE MARK 2, STAMPED IDA 15-63 NO 2 1960, IS A STANDARD
 NU0354'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 NU0354'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 NU0354'GROUND.  IT IS 4.5 FEET EAST OF THE FENCE.
 NU0354'
 NU0354'A STANDARD C AND GS BENCH MARK, STAMPED K 99 1960, WAS USED
 NU0354'FOR THE AZIMUTH MARK.  IT IS CEMENTED IN A DRILL HOLE IN THE
 NU0354'TOP OF A LARGE GRANITE BOULDER ON THE CREST OF A SAGE AND ROCK
 NU0354'COVERED RIDGE WHICH IS CULTIVATED ALONG ITS SOUTH SLOPE.  THE
 NU0354'MARK IS 4.4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 NU0354'
 NU0354'*TO REACH THE BENCH MARK, CONTINUE NORTH ON U.S. HIGHWAY
 NU0354'191 FOR 1.4 MILES TO A GRAVELED SIDE ROAD ON THE LEFT.  TURN
 NU0354'LEFT AND DRIVE WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO A RANCH
 NU0354'HOUSE ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.15
 NU0354'MILE TO A RIGHT CURVE IN THE ROAD AND END OF TRUCK TRAVEL.
 NU0354'PACK NORTH THROUGH A NARROW STRIP OF CULTIVATED LAND TO THE
 NU0354'SUMMIT OF THE RIDGE AND THE MARK, A DISTANCE OF ABOUT 100
 NU0354'YARDS.
 NU0354
 NU0354                          STATION RECOVERY (1960)
 NU0354
 NU0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0354'7.5 MI N FROM MALAD.
 NU0354'6.4 MILE NORTH ALONG U.S. HIGHWAY 191 (INTERSTATE HIGHWAY 15) FROM ITS
 NU0354'JUNCTION WITH STATE HIGHWAY 37 AT THE EAST LIMITS OF MALAD TO RANCH
 NU0354'BUILDINGS, THENCE OFF HIGHWAY WEST BETWEEN RANCH HOUSE AND BARNS 0.1
 NU0354'MILE CROSS CREEK BRIDGE AND THROUGH GATE AND CONTINUE RANCH ROAD 0.3
 NU0354'MILE UP RIDGE TO Y-FORK, THENCE LEFT FORK NORTH AND WEST 0.7 MILE TO
 NU0354'N-S FENCE LINE, AND NORTH ALONG EAST SIDE OF FENCE 0.3 MILE TO CREST
 NU0354'OF RIDGE, 5.5 FEET EAST FROM THE FENCE, 4.5 FEET EAST FROM A METAL
 NU0354'WITNESS POST WITH SIGN, SET IN A SQUARE TOPPED CONCRETE MONUMENT
 NU0354'PROJECTING 4-INCHES ABOVE GROUND.
 NU0354
 NU0354                          STATION RECOVERY (1962)
 NU0354
 NU0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NU0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0353 ***********************************************************************
 NU0353  DESIGNATION -  IDA 15 63 RM 1
 NU0353  PID         -  NU0353
 NU0353  STATE/COUNTY-  ID/ONEIDA
 NU0353  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0353
 NU0353                         *CURRENT SURVEY CONTROL
 NU0353  ___________________________________________________________________
 NU0353* NAD 83(1986)-  42 17 53.     (N)    112 12 54.     (W)     SCALED    
 NU0353* NAVD 88     -      1668.443  (meters)    5473.88   (feet)  ADJUSTED  
 NU0353  ___________________________________________________________________
 NU0353  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 NU0353  DYNAMIC HT  -        1667.307 (meters)    5470.16  (feet)  COMP
 NU0353  MODELED GRAV-     979,881.3   (mgal)                       NAVD 88
 NU0353
 NU0353  VERT ORDER  -  SECOND    CLASS 0
 NU0353
 NU0353.The horizontal coordinates were scaled from a topographic map and have
 NU0353.an estimated accuracy of +/- 6 seconds.
 NU0353
 NU0353.The orthometric height was determined by differential leveling
 NU0353.and adjusted by the National Geodetic Survey in June 1991..
 NU0353
 NU0353.The geoid height was determined by GEOID03.
 NU0353
 NU0353.The dynamic height is computed by dividing the NAVD 88
 NU0353.geopotential number by the normal gravity value computed on the
 NU0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0353.degrees latitude (g = 980.6199 gals.).
 NU0353
 NU0353.The modeled gravity was interpolated from observed gravity values.
 NU0353
 NU0353;                    North         East    Units  Estimated Accuracy
 NU0353;SPC ID E     -    70,130.      196,010.      MT  (+/- 180 meters Scaled)
 NU0353
 NU0353                          SUPERSEDED SURVEY CONTROL
 NU0353
 NU0353  NGVD 29 (??/??/92) 1667.348  (m)         5470.29   (f) ADJ UNCH    2 0
 NU0353
 NU0353.Superseded values are not recommended for survey control.
 NU0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0353.See file dsdata.txt to determine how the superseded data were derived.
 NU0353
 NU0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM998835(NAD 83)
 NU0353_MARKER: DR = REFERENCE MARK DISK
 NU0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0353_STAMPING: IDA 15-63 NO 1 1960
 NU0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0353+STABILITY: SURFACE MOTION
 NU0353
 NU0353  HISTORY     - Date     Condition        Report By
 NU0353  HISTORY     - 1960     MONUMENTED       CGS
 NU0353
 NU0353                          STATION DESCRIPTION
 NU0353
 NU0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0353'7.5 MI N FROM MALAD.
 NU0353'6.4 MILES NORTH ALONG U.S. HIGHWAY 191 (INTERSTATE HIGHWAY 15) FROM
 NU0353'ITS JUNCTION WITH STATE HIGHWAY 37 AT THE EAST LIMITS OF MALAD TO
 NU0353'RANCH BUILDINGS, THENCE OFF HIGHWAY WEST BETWEEN RANCH HOUSE AND BARNS
 NU0353'0.1 MILE ACROSS BRIDGE AND THROUGH GATE, CONTINUE RANCH ROAD 0.3 MILE
 NU0353'UP RIDGE TO Y-FORKS, THEN LEFT FORK NORTH AND WEST 0.7 MILE TO N-S
 NU0353'FENCE LINE, AND NORTH ALONG EAST SIDE OF FENCE 0.3 MILE TO CREST OF
 NU0353'RIDGE, 39.0 FEET NORTH FROM TRIANGULATION STATION IDA 15-63, 4 FEET
 NU0353'EAST FROM FENCE, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 6
 NU0353'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0355 ***********************************************************************
 NU0355  DESIGNATION -  IDA 15 63 RM 2
 NU0355  PID         -  NU0355
 NU0355  STATE/COUNTY-  ID/ONEIDA
 NU0355  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0355
 NU0355                         *CURRENT SURVEY CONTROL
 NU0355  ___________________________________________________________________
 NU0355* NAD 83(1986)-  42 17 53.     (N)    112 12 53.     (W)     SCALED    
 NU0355* NAVD 88     -      1668.030  (meters)    5472.53   (feet)  ADJUSTED  
 NU0355  ___________________________________________________________________
 NU0355  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 NU0355  DYNAMIC HT  -        1666.894 (meters)    5468.80  (feet)  COMP
 NU0355  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 NU0355
 NU0355  VERT ORDER  -  SECOND    CLASS 0
 NU0355
 NU0355.The horizontal coordinates were scaled from a topographic map and have
 NU0355.an estimated accuracy of +/- 6 seconds.
 NU0355
 NU0355.The orthometric height was determined by differential leveling
 NU0355.and adjusted by the National Geodetic Survey in June 1991..
 NU0355
 NU0355.The geoid height was determined by GEOID03.
 NU0355
 NU0355.The dynamic height is computed by dividing the NAVD 88
 NU0355.geopotential number by the normal gravity value computed on the
 NU0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0355.degrees latitude (g = 980.6199 gals.).
 NU0355
 NU0355.The modeled gravity was interpolated from observed gravity values.
 NU0355
 NU0355;                    North         East    Units  Estimated Accuracy
 NU0355;SPC ID E     -    70,130.      196,040.      MT  (+/- 180 meters Scaled)
 NU0355
 NU0355                          SUPERSEDED SURVEY CONTROL
 NU0355
 NU0355  NGVD 29 (??/??/92) 1666.935  (m)         5468.94   (f) ADJ UNCH    2 0
 NU0355
 NU0355.Superseded values are not recommended for survey control.
 NU0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0355.See file dsdata.txt to determine how the superseded data were derived.
 NU0355
 NU0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM998835(NAD 83)
 NU0355_MARKER: DR = REFERENCE MARK DISK
 NU0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0355_STAMPING: IDA 15-63 NO 2 1960
 NU0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0355+STABILITY: SURFACE MOTION
 NU0355
 NU0355  HISTORY     - Date     Condition        Report By
 NU0355  HISTORY     - 1960     MONUMENTED       CGS
 NU0355
 NU0355                          STATION DESCRIPTION
 NU0355
 NU0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0355'7.5 MI N FROM MALAD.
 NU0355'6.4 MILES NORTH ALONG U.S. HIGHWAY 191 (INTERSTATE HIGHWAY 15) FROM
 NU0355'ITS JUNCTION WITH STATE HIGHWAY 37 AT THE EAST LIMITS OF MALAD TO
 NU0355'RANCH BUILDINGS, THENCE OFF HIGHWAY WEST BETWEEN RANCH HOUSE AND BARNS
 NU0355'0.1 MILE ACROSS BRIDGE AND THROUGH GATE, CONTINUE RANCH ROAD 0.3 MILE
 NU0355'UP RIDGE TO Y-FORKS, THEN LEFT FORK NORTH AND WEST 0.7 MILE TO N-S
 NU0355'FENCE LINE, AND NORTH ALONG EAST SIDE OF FENCE 0.3 MILE TO CREST OF
 NU0355'RIDGE, 38.2 FEET SOUTH FROM TRIANGULATION STATION IDA 15-63, 4.5 FEET
 NU0355'EAST FROM FENCE, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 4
 NU0355'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0350 ***********************************************************************
 NU0350  DESIGNATION -  IDA 15 64
 NU0350  PID         -  NU0350
 NU0350  STATE/COUNTY-  ID/ONEIDA
 NU0350  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0350
 NU0350                         *CURRENT SURVEY CONTROL
 NU0350  ___________________________________________________________________
 NU0350* NAD 83(1994)-  42 19 21.55790(N)    112 12 54.49808(W)     ADJUSTED  
 NU0350* NAVD 88     -      1666.106  (meters)    5466.22   (feet)  ADJUSTED  
 NU0350  ___________________________________________________________________
 NU0350  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 NU0350  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 NU0350  DYNAMIC HT  -        1664.956 (meters)    5462.44  (feet)  COMP
 NU0350  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 NU0350
 NU0350  HORZ ORDER  -  SECOND
 NU0350  VERT ORDER  -  SECOND    CLASS 0
 NU0350
 NU0350.The horizontal coordinates were established by classical geodetic methods
 NU0350.and adjusted by the National Geodetic Survey in November 1997..
 NU0350
 NU0350.The orthometric height was determined by differential leveling
 NU0350.and adjusted by the National Geodetic Survey in June 1991..
 NU0350
 NU0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0350
 NU0350.The geoid height was determined by GEOID03.
 NU0350
 NU0350.The dynamic height is computed by dividing the NAVD 88
 NU0350.geopotential number by the normal gravity value computed on the
 NU0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0350.degrees latitude (g = 980.6199 gals.).
 NU0350
 NU0350.The modeled gravity was interpolated from observed gravity values.
 NU0350
 NU0350;                    North         East     Units Scale Factor Converg.
 NU0350;SPC ID E     -    72,860.011   196,004.645   MT  0.99994756   -0 01 57.5
 NU0350;UTM  12      - 4,686,316.179   399,874.398   MT  0.99972335   -0 49 05.6
 NU0350
 NU0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0350!SPC ID E     -   0.99974090  x   0.99994756  =   0.99968847
 NU0350!UTM  12      -   0.99974090  x   0.99972335  =   0.99946432
 NU0350
 NU0350|---------------------------------------------------------------------|
 NU0350| PID    Reference Object                     Distance      Geod. Az  |
 NU0350|                                                           dddmmss.s |
 NU0350| NU0349 IDA 15 64 RM 1                       10.336 METERS 00115     |
 NU0350| NU0351 IDA 15 64 RM 2                       10.492 METERS 17241     |
 NU0350| NU0348 H 99                                               3372616.0 |
 NU0350|---------------------------------------------------------------------|
 NU0350
 NU0350                          SUPERSEDED SURVEY CONTROL
 NU0350
 NU0350  NAD 83(1992)-  42 19 21.55730(N)    112 12 54.49690(W) AD(       ) 2
 NU0350  NAD 83(1986)-  42 19 21.55537(N)    112 12 54.49053(W) AD(       ) 2
 NU0350  NAD 27      -  42 19 21.84740(N)    112 12 51.61280(W) AD(       ) 2
 NU0350  NGVD 29 (??/??/92) 1664.991  (m)         5462.56   (f) ADJ UNCH    2 0
 NU0350
 NU0350.Superseded values are not recommended for survey control.
 NU0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0350.See file dsdata.txt to determine how the superseded data were derived.
 NU0350
 NU0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9987486316(NAD 83)
 NU0350_MARKER: DS = TRIANGULATION STATION DISK
 NU0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0350_STAMPING: IDA 15-64 1960
 NU0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0350+STABILITY: SURFACE MOTION
 NU0350
 NU0350  HISTORY     - Date     Condition        Report By
 NU0350  HISTORY     - 1960     MONUMENTED       CGS
 NU0350  HISTORY     - 1960     GOOD             CGS
 NU0350
 NU0350                          STATION DESCRIPTION
 NU0350
 NU0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0350'THE STATION IS 9-1/2 MLES NORTH OF MALAD, 2 MILES SOUTH OF
 NU0350'MALAD SUMMIT, AND 0.1 MILE WEST OF U.S. HIGHWAY 191, ON THE
 NU0350'SUMMIT OF AN EAST-WEST RIDGE, EXTENSIVELY CULTIVATED, THAT
 NU0350'HAS A FENCE AND NARROW STRIP OF SAGE CROSSING THE SUMMIT FROM
 NU0350'NORTH TO SOUTH AT THE STATION SITE.
 NU0350'
 NU0350'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 191
 NU0350'AND STATE HIGHWAY 37 AT THE EAST EDGE OF MALAD, DRIVE NORTH
 NU0350'ON U.S. HIGHWAY 191 FOR 9.8 MILES TO A SHARP HIGHWAY CURVE
 NU0350'AND A GRAVELED SIDE ROAD ON THE LEFT.* TURN BACK SHARP
 NU0350'LEFT ONTO THE GRAVELED ROAD, PASS THROUGH A GATE AND DRIVE
 NU0350'SOUTHWEST FOR 0.1 MILE TO A SOUTHEAST FENCE CORNER AND GATE
 NU0350'ON THE RIGHT.  TURN RIGHT OFF THE ROAD, PASS THROUGH THE GATE
 NU0350'AND DRIVE NORTH ALONG THE EAST EDGE OF A CULTIVATED FIELD
 NU0350'FOR 0.15 MILE TO THE CREST OF THE RIDGE, A NORTH-SOUTH FENCE
 NU0350'AND THE STATION.
 NU0350'
 NU0350'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 NU0350'STAMPED IDA 15-64 1960.  THE SURFACE MARK IS SET IN THE CENTER
 NU0350'OF THE TOP OF A CONCRETE POST, 12 INCHES SQUARE AT THE TOP
 NU0350'AND PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 NU0350'6 FEET WEST OF THE FENCE AND A METAL WITNESS POST WITH SIGN.
 NU0350'
 NU0350'REFERENCE MARK 1, STAMPED IDA 15-64 NO 1 1960, IS A STANDARD
 NU0350'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 NU0350'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 NU0350'GROUND.  IT IS 5 FEET WEST OF THE FENCE AND ABOUT 1 FOOT LOWER
 NU0350'IN ELEVATION THAN THE STATION MARK.
 NU0350'
 NU0350'REFERENCE MARK 2, STAMPED IDA 15-64 NO 2 1960, IS A STANDARD
 NU0350'DISK SET IN THE TOP OF A CONCRETE POST, 12 INCHES SQUARE AT
 NU0350'THE TOP, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU0350'IT IS 1 FOOT WEST OF THE FENCE AND ABOUT 10 INCHES HIGHER IN
 NU0350'ELEVATION THAN THE STATION MARK.
 NU0350'
 NU0350'A STANDARD C AND GS BENCH MARK, STAMPED H 99 1960, WAS USED
 NU0350'FOR THE AZIMUTH MARK.  THE MARK, SET IN THE TOP OF A
 NU0350'CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER, IS SITUATED
 NU0350'ON THE SOUTH SLOPE OF AN EAST-WEST RIDGE, 46.5 FEET EAST
 NU0350'OF THE CENTER OF U.S. HIGHWAY 191, 2 FEET SOUTH OF A METAL
 NU0350'WITNESS POST WITH SIGN AND 1.5 FEET WEST OF THE EAST HIGHWAY
 NU0350'RIGHT-OF-WAY FENCE.
 NU0350'
 NU0350'*TO REACH THE AZIMUTH MARK, CONTINUE NORTHERLY ON U.S. HIGHWAY
 NU0350'191 FOR 0.6 MILE TO THE SOUTH SIDE OF A HIGHWAY CUT THROUGH
 NU0350'A RIDGE AND THE MARK ON THE RIGHT.
 NU0350
 NU0350                          STATION RECOVERY (1960)
 NU0350
 NU0350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0350'9 MI N FROM MALAD.
 NU0350'9.8 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF STATE
 NU0350'HIGHWAY 37 AT THE EAST LIMITS OF MALAD TO A SHARP CURVE ON THE HIGHWAY
 NU0350'AND A GRAVEL ROAD OFF TO WESTWARD, THENCE ON GRAVEL ROAD THROUGH A
 NU0350'GATE AND SOUTHWEST FOR 0.1 MILE TO A FENCE CORNER AND A GATE, TURN OFF
 NU0350'ROAD AND THROUGH GATE AND NORTH ALONG EAST EDGE OF CULTIVATED FIELD
 NU0350'0.15 MILE TO CREST OF RIDGE AT N-S FENCE, 6 FEET WEST FROM THE FENCE
 NU0350'AND METAL WITNESS POST WITH SIGN, SET IN A CONCRETE MONUMENT
 NU0350'PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0349 ***********************************************************************
 NU0349  DESIGNATION -  IDA 15 64 RM 1
 NU0349  PID         -  NU0349
 NU0349  STATE/COUNTY-  ID/ONEIDA
 NU0349  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0349
 NU0349                         *CURRENT SURVEY CONTROL
 NU0349  ___________________________________________________________________
 NU0349* NAD 83(1986)-  42 19 22.     (N)    112 12 55.     (W)     SCALED    
 NU0349* NAVD 88     -      1665.984  (meters)    5465.82   (feet)  ADJUSTED  
 NU0349  ___________________________________________________________________
 NU0349  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 NU0349  DYNAMIC HT  -        1664.834 (meters)    5462.04  (feet)  COMP
 NU0349  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 NU0349
 NU0349  VERT ORDER  -  SECOND    CLASS 0
 NU0349
 NU0349.The horizontal coordinates were scaled from a topographic map and have
 NU0349.an estimated accuracy of +/- 6 seconds.
 NU0349
 NU0349.The orthometric height was determined by differential leveling
 NU0349.and adjusted by the National Geodetic Survey in June 1991..
 NU0349
 NU0349.The geoid height was determined by GEOID03.
 NU0349
 NU0349.The dynamic height is computed by dividing the NAVD 88
 NU0349.geopotential number by the normal gravity value computed on the
 NU0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0349.degrees latitude (g = 980.6199 gals.).
 NU0349
 NU0349.The modeled gravity was interpolated from observed gravity values.
 NU0349
 NU0349;                    North         East    Units  Estimated Accuracy
 NU0349;SPC ID E     -    72,870.      195,990.      MT  (+/- 180 meters Scaled)
 NU0349
 NU0349                          SUPERSEDED SURVEY CONTROL
 NU0349
 NU0349  NGVD 29 (??/??/92) 1664.869  (m)         5462.16   (f) ADJ UNCH    2 0
 NU0349
 NU0349.Superseded values are not recommended for survey control.
 NU0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0349.See file dsdata.txt to determine how the superseded data were derived.
 NU0349
 NU0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM998863(NAD 83)
 NU0349_MARKER: DR = REFERENCE MARK DISK
 NU0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0349_STAMPING: IDA 15-64 NO 1 1960
 NU0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0349+STABILITY: SURFACE MOTION
 NU0349
 NU0349  HISTORY     - Date     Condition        Report By
 NU0349  HISTORY     - 1960     MONUMENTED       CGS
 NU0349
 NU0349                          STATION DESCRIPTION
 NU0349
 NU0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0349'9 MI N FROM MALAD.
 NU0349'9.8 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION WITH STATE
 NU0349'HIGHWAY 37 AT THE EAST LIMITS OF MALAD TO A SHARP CURVE IN THE HIGHWAY
 NU0349'AND A GRAVEL ROAD OFF THE HIGHWAY TO WESTWARD, THENCE THE GRAVEL ROAD
 NU0349'THROUGH A GATE AND SOUTHWEST FOR 0.1 MILE TO A FENCE CORNER AND GATE,
 NU0349'TURN OFF ROAD AND THROUGH GATE AND NORTH ALONG EAST EDGE OF CULTIVATED
 NU0349'FIELD 0.15 MILE TO CREST OF RIDGE AT N-S FENCE, 33.9 FEET NORTH FROM
 NU0349'TRIANGULATION STATION IDA 15-64, 5 FEET WEST FROM FENCE, SET IN A
 NU0349'CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0351 ***********************************************************************
 NU0351  DESIGNATION -  IDA 15 64 RM 2
 NU0351  PID         -  NU0351
 NU0351  STATE/COUNTY-  ID/ONEIDA
 NU0351  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0351
 NU0351                         *CURRENT SURVEY CONTROL
 NU0351  ___________________________________________________________________
 NU0351* NAD 83(1986)-  42 19 22.     (N)    112 12 55.     (W)     SCALED    
 NU0351* NAVD 88     -      1666.210  (meters)    5466.56   (feet)  ADJUSTED  
 NU0351  ___________________________________________________________________
 NU0351  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 NU0351  DYNAMIC HT  -        1665.060 (meters)    5462.78  (feet)  COMP
 NU0351  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 NU0351
 NU0351  VERT ORDER  -  SECOND    CLASS 0
 NU0351
 NU0351.The horizontal coordinates were scaled from a topographic map and have
 NU0351.an estimated accuracy of +/- 6 seconds.
 NU0351
 NU0351.The orthometric height was determined by differential leveling
 NU0351.and adjusted by the National Geodetic Survey in June 1991..
 NU0351
 NU0351.The geoid height was determined by GEOID03.
 NU0351
 NU0351.The dynamic height is computed by dividing the NAVD 88
 NU0351.geopotential number by the normal gravity value computed on the
 NU0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0351.degrees latitude (g = 980.6199 gals.).
 NU0351
 NU0351.The modeled gravity was interpolated from observed gravity values.
 NU0351
 NU0351;                    North         East    Units  Estimated Accuracy
 NU0351;SPC ID E     -    72,870.      195,990.      MT  (+/- 180 meters Scaled)
 NU0351
 NU0351                          SUPERSEDED SURVEY CONTROL
 NU0351
 NU0351  NGVD 29 (??/??/92) 1665.095  (m)         5462.90   (f) ADJ UNCH    2 0
 NU0351
 NU0351.Superseded values are not recommended for survey control.
 NU0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0351.See file dsdata.txt to determine how the superseded data were derived.
 NU0351
 NU0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM998863(NAD 83)
 NU0351_MARKER: DR = REFERENCE MARK DISK
 NU0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0351_STAMPING: IDA 15-64 NO 2 1960
 NU0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0351+STABILITY: SURFACE MOTION
 NU0351
 NU0351  HISTORY     - Date     Condition        Report By
 NU0351  HISTORY     - 1960     MONUMENTED       CGS
 NU0351
 NU0351                          STATION DESCRIPTION
 NU0351
 NU0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0351'9 MI N FROM MALAD.
 NU0351'9.8 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ITS JUNCTION WITH STATE
 NU0351'HIGHWAY 37 AT THE EAST LIMITS OF MALAD TO A SHARP CURVE IN THE HIGHWAY
 NU0351'AND A GRAVEL ROAD OFF THE HIGHWAY TO WESTWARD, THENCE THE GRAVEL ROAD
 NU0351'THROUGH A GATE AND SOUTHWEST 0.1 MILE TO A FENCE CORNER AND GATE, TURN
 NU0351'OFF ROAD AND THROUGH THE GATE AND NORTH ALONG THE EAST EDGE OF
 NU0351'CULTIVATED FIELD 0.15 MILE TO CREST OF RIDGE AT N-S FENCE, 34.4 FEET
 NU0351'SOUTH SOUTHEAST FROM TRIANGULATION STATION IDA 15-64, 1 FOOT WEST FROM
 NU0351'THE FENCE, SET IN A CONCRETE MONUMENT WITH SQUARE TOP, PROJECTING 4
 NU0351'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0345 ***********************************************************************
 NU0345  DESIGNATION -  IDA 15 65
 NU0345  PID         -  NU0345
 NU0345  STATE/COUNTY-  ID/ONEIDA
 NU0345  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0345
 NU0345                         *CURRENT SURVEY CONTROL
 NU0345  ___________________________________________________________________
 NU0345* NAD 83(1994)-  42 20 48.27344(N)    112 13 28.31126(W)     ADJUSTED  
 NU0345* NAVD 88     -      1712.535  (meters)    5618.54   (feet)  ADJUSTED  
 NU0345  ___________________________________________________________________
 NU0345  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 NU0345  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 NU0345  DYNAMIC HT  -        1711.354 (meters)    5614.67  (feet)  COMP
 NU0345  MODELED GRAV-     979,870.7   (mgal)                       NAVD 88
 NU0345
 NU0345  HORZ ORDER  -  SECOND
 NU0345  VERT ORDER  -  SECOND    CLASS 0
 NU0345
 NU0345.The horizontal coordinates were established by classical geodetic methods
 NU0345.and adjusted by the National Geodetic Survey in November 1997..
 NU0345
 NU0345.The orthometric height was determined by differential leveling
 NU0345.and adjusted by the National Geodetic Survey in June 1991..
 NU0345
 NU0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0345
 NU0345.The geoid height was determined by GEOID03.
 NU0345
 NU0345.The dynamic height is computed by dividing the NAVD 88
 NU0345.geopotential number by the normal gravity value computed on the
 NU0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0345.degrees latitude (g = 980.6199 gals.).
 NU0345
 NU0345.The modeled gravity was interpolated from observed gravity values.
 NU0345
 NU0345;                    North         East     Units Scale Factor Converg.
 NU0345;SPC ID E     -    75,536.005   195,232.269   MT  0.99994765   -0 02 20.3
 NU0345;UTM  12      - 4,689,001.913   399,138.957   MT  0.99972517   -0 49 29.8
 NU0345
 NU0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0345!SPC ID E     -   0.99973361  x   0.99994765  =   0.99968127
 NU0345!UTM  12      -   0.99973361  x   0.99972517  =   0.99945885
 NU0345
 NU0345:                Primary Azimuth Mark                     Grid Az
 NU0345:SPC ID E     -  G 99                                     019 46 38.2
 NU0345:UTM  12      -  G 99                                     020 33 47.7
 NU0345
 NU0345|---------------------------------------------------------------------|
 NU0345| PID    Reference Object                     Distance      Geod. Az  |
 NU0345|                                                           dddmmss.s |
 NU0345| NU0342 G 99                                APPROX. 1.3 KM 0194417.9 |
 NU0345| NU0347 IDA 15 65 RM 1                       20.089 METERS 02645     |
 NU0345| NU0346 IDA 15 65 RM 2                       13.266 METERS 32301     |
 NU0345|---------------------------------------------------------------------|
 NU0345
 NU0345                          SUPERSEDED SURVEY CONTROL
 NU0345
 NU0345  NAD 83(1992)-  42 20 48.27322(N)    112 13 28.31075(W) AD(       ) 2
 NU0345  NAD 83(1986)-  42 20 48.27120(N)    112 13 28.30369(W) AD(       ) 2
 NU0345  NAD 27      -  42 20 48.56540(N)    112 13 25.42450(W) AD(       ) 2
 NU0345  NGVD 29 (??/??/92) 1711.419  (m)         5614.88   (f) ADJ UNCH    2 0
 NU0345
 NU0345.Superseded values are not recommended for survey control.
 NU0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0345.See file dsdata.txt to determine how the superseded data were derived.
 NU0345
 NU0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9913989002(NAD 83)
 NU0345_MARKER: DS = TRIANGULATION STATION DISK
 NU0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0345_STAMPING: IDA 15-60 1960
 NU0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0345+STABILITY: SURFACE MOTION
 NU0345
 NU0345  HISTORY     - Date     Condition        Report By
 NU0345  HISTORY     - 1960     MONUMENTED       CGS
 NU0345  HISTORY     - 1960     GOOD             CGS
 NU0345  HISTORY     - 1967     GOOD             USGS
 NU0345
 NU0345                          STATION DESCRIPTION
 NU0345
 NU0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0345'THE STATION IS AT THE SUMMIT OF THE MALAD SUMMIT, 12 MILES
 NU0345'NORTH OF MALAD AND 7 MILES SOUTHWEST OF DOWNEY.  IT IS 0.25
 NU0345'MILE NORTH OF THE JUNCTION OF THE SUMMIT RANGER STATION
 NU0345'ROAD AND U.S. HIGHWAY 191, 100 YARDS EAST OF THE HIGHWAY, 9
 NU0345'FEET NORTHWEST OF THE CENTER OF THE FARM ROAD ALONG THE EDGE
 NU0345'OF A CULTIVATED AREA AND 5 FEET NORTH OF A METAL WITNESS
 NU0345'POST WITH SIGN ATTACHED.
 NU0345'
 NU0345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91
 NU0345'AND 191 AT DOWNEY, PROCEED SOUTHWESTERLY ALONG U.S. HIGHWAY
 NU0345'191 FOR 7.5 MILES TO THE SUMMIT OF THE PASS AND THE SUMMIT
 NU0345'RANGER STATION ROAD ON THE RIGHT, TURN LEFT, EAST, THROUGH
 NU0345'A WIRE GATE INTO THE CULTIVATED FIELD THENCE SHARP LEFT, NORTH,
 NU0345'ALONG THE WEST AND NORTHWEST EDGE OF THE FIELD FOR 0.25 MILE TO
 NU0345'THE STATION SITE.
 NU0345'
 NU0345'THE STATION MARK AND UNDERGROUND MARK, STAMPED IDA 15-65 1960,
 NU0345'ARE STANDARD DISKS WITH THE SURFACE DISK SET IN A SQUARE
 NU0345'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 NU0345'
 NU0345'REFERENCE MARK 1, STAMPED IDA 15-65 NO 1 1960, IS A STANDARD
 NU0345'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 NU0345'IS ABOUT 30 FEET NORTHWEST OF THE CENTER OF THE FARM ROAD AND
 NU0345'EDGE OF THE FIELD.
 NU0345'
 NU0345'REFERENCE MARK 2, STAMPED IDA 15-65 NO 2 1960, IS A STANDARD
 NU0345'DISK CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 4 INCHES
 NU0345'AND IS 1.5 FEET LOWER THAN THE STATION MARK.
 NU0345'
 NU0345'THE AZIMUTH MARK, STAMPED G 99 1960, IS A STANDARD BENCH MARK DISK
 NU0345'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 2 INCHES AND IS
 NU0345'51 FEET EAST-SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 191,
 NU0345'36 FEET SOUTH-SOUTHWEST OF A LARGE GATE POST AND FENCE CORNER,
 NU0345'2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHES
 NU0345'AND 1-FOOT EAST OF THE EAST RIGHT OF WAY FENCE LINE.
 NU0345'
 NU0345'TO REACH THE AZIMUTH MARK FROM THE TOP OF THE MALAD SUMMIT,
 NU0345'CONTINUE NORTHERLY ALONG THE HIGHWAY FOR 1.0 MILE TO THE MARK
 NU0345'ON THE RIGHT, EAST SIDE OF THE HIGHWAY.
 NU0345
 NU0345                          STATION RECOVERY (1960)
 NU0345
 NU0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0345'7.5 MI SW FROM DOWNEY.
 NU0345'7.5 MILES ALONG U.S. HIGHWAY 191 SOUTHWEST FROM THE JUNCTION OF U.S.
 NU0345'HIGHWAYS 91 AND 191 AT DOWNEY AND THE SUMMIT RANGER STATION ROAD ON
 NU0345'THE WEST, THEN LEFT AND EAST THROUGH A WIRE GATE INTO CULTIVATED FIELD
 NU0345'THENCE SHARP LEFT AND NORTH ALONG THE EDGES OF THE FIELD FOR 0.25
 NU0345'MILE, 100 YARDS EAST OF THE PRESENT HIGHWAY, 9 FEET NORTHWEST OF THE
 NU0345'CENTER OF THE FARM ROAD ALONG EDGE OF FIELD, 5 FEET NORTH OF A METAL
 NU0345'WITNESS POST WITH SIGN, SET IN A SQUARE TOPPED CONCRETE MONUMENT FLUSH
 NU0345'WITH THE GROUND.  NOTE-- 8.5 MILES SW OF DOWNEY INSTEAD OF 7.5 MILES.
 NU0345
 NU0345                          STATION RECOVERY (1967)
 NU0345
 NU0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU0345'LOCATED 8.5 MI. SW. OF DOWNEY AND NOT 7.5 MI. AS PUBLISHED.
 NU0345'
 NU0345'STATION MARK--STANDARD DISK STAMPED---IDA 15-65 1960---, SET IN A
 NU0345'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0347 ***********************************************************************
 NU0347  DESIGNATION -  IDA 15 65 RM 1
 NU0347  PID         -  NU0347
 NU0347  STATE/COUNTY-  ID/ONEIDA
 NU0347  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0347
 NU0347                         *CURRENT SURVEY CONTROL
 NU0347  ___________________________________________________________________
 NU0347* NAD 83(1986)-  42 20 49.     (N)    112 13 28.     (W)     SCALED    
 NU0347* NAVD 88     -      1712.413  (meters)    5618.14   (feet)  ADJUSTED  
 NU0347  ___________________________________________________________________
 NU0347  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 NU0347  DYNAMIC HT  -        1711.233 (meters)    5614.27  (feet)  COMP
 NU0347  MODELED GRAV-     979,871.4   (mgal)                       NAVD 88
 NU0347
 NU0347  VERT ORDER  -  SECOND    CLASS 0
 NU0347
 NU0347.The horizontal coordinates were scaled from a topographic map and have
 NU0347.an estimated accuracy of +/- 6 seconds.
 NU0347
 NU0347.The orthometric height was determined by differential leveling
 NU0347.and adjusted by the National Geodetic Survey in June 1991..
 NU0347
 NU0347.The geoid height was determined by GEOID03.
 NU0347
 NU0347.The dynamic height is computed by dividing the NAVD 88
 NU0347.geopotential number by the normal gravity value computed on the
 NU0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0347.degrees latitude (g = 980.6199 gals.).
 NU0347
 NU0347.The modeled gravity was interpolated from observed gravity values.
 NU0347
 NU0347;                    North         East    Units  Estimated Accuracy
 NU0347;SPC ID E     -    75,560.      195,240.      MT  (+/- 180 meters Scaled)
 NU0347
 NU0347                          SUPERSEDED SURVEY CONTROL
 NU0347
 NU0347  NGVD 29 (??/??/92) 1711.299  (m)         5614.49   (f) ADJ UNCH    2 0
 NU0347
 NU0347.Superseded values are not recommended for survey control.
 NU0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0347.See file dsdata.txt to determine how the superseded data were derived.
 NU0347
 NU0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM991890(NAD 83)
 NU0347_MARKER: DR = REFERENCE MARK DISK
 NU0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0347_STAMPING: IDA 15-65 NO 1 1960
 NU0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0347+STABILITY: SURFACE MOTION
 NU0347
 NU0347  HISTORY     - Date     Condition        Report By
 NU0347  HISTORY     - 1960     MONUMENTED       CGS
 NU0347
 NU0347                          STATION DESCRIPTION
 NU0347
 NU0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0347'7.5 MI SW FROM DOWNEY.
 NU0347'7.3 MILES ALONG U.S. HIGHWAY SOUTHWEST FROM THE JUNCTION OF U.S.
 NU0347'HIGHWAYS 91 AND 191 AT DOWNEY, 0.2 MILE BEFORE REACHING SUMMIT AT
 NU0347'SUMMIT RANGER STATION ROAD, 100 YARDS EAST INTO AND AT EDGE OF
 NU0347'CULTIVATED FIELD, 65.9 FEET NORTH NORTHEAST FROM TRIANGULATION STATION
 NU0347'MARK IDA 15-65, 30 FEET NORTHWEST FROM CENTER OF FARM ROAD AT EDGE OF
 NU0347'FIELD, SET IN A SQUARE TOPPED CONCRETE MONUMENT PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0346 ***********************************************************************
 NU0346  DESIGNATION -  IDA 15 65 RM 2
 NU0346  PID         -  NU0346
 NU0346  STATE/COUNTY-  ID/ONEIDA
 NU0346  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0346
 NU0346                         *CURRENT SURVEY CONTROL
 NU0346  ___________________________________________________________________
 NU0346* NAD 83(1986)-  42 20 49.     (N)    112 13 28.     (W)     SCALED    
 NU0346* NAVD 88     -      1711.684  (meters)    5615.75   (feet)  ADJUSTED  
 NU0346  ___________________________________________________________________
 NU0346  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 NU0346  DYNAMIC HT  -        1710.504 (meters)    5611.88  (feet)  COMP
 NU0346  MODELED GRAV-     979,871.4   (mgal)                       NAVD 88
 NU0346
 NU0346  VERT ORDER  -  SECOND    CLASS 0
 NU0346
 NU0346.The horizontal coordinates were scaled from a topographic map and have
 NU0346.an estimated accuracy of +/- 6 seconds.
 NU0346
 NU0346.The orthometric height was determined by differential leveling
 NU0346.and adjusted by the National Geodetic Survey in June 1991..
 NU0346
 NU0346.The geoid height was determined by GEOID03.
 NU0346
 NU0346.The dynamic height is computed by dividing the NAVD 88
 NU0346.geopotential number by the normal gravity value computed on the
 NU0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0346.degrees latitude (g = 980.6199 gals.).
 NU0346
 NU0346.The modeled gravity was interpolated from observed gravity values.
 NU0346
 NU0346;                    North         East    Units  Estimated Accuracy
 NU0346;SPC ID E     -    75,560.      195,240.      MT  (+/- 180 meters Scaled)
 NU0346
 NU0346                          SUPERSEDED SURVEY CONTROL
 NU0346
 NU0346  NGVD 29 (??/??/92) 1710.569  (m)         5612.09   (f) ADJ UNCH    2 0
 NU0346
 NU0346.Superseded values are not recommended for survey control.
 NU0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0346.See file dsdata.txt to determine how the superseded data were derived.
 NU0346
 NU0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM991890(NAD 83)
 NU0346_MARKER: DR = REFERENCE MARK DISK
 NU0346_SETTING: 80 = SET IN A BOULDER
 NU0346_SP_SET: BOULDER
 NU0346_STAMPING: IDA 15-65 NO 2 1960
 NU0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0346+STABILITY: SURFACE MOTION
 NU0346
 NU0346  HISTORY     - Date     Condition        Report By
 NU0346  HISTORY     - 1960     MONUMENTED       CGS
 NU0346
 NU0346                          STATION DESCRIPTION
 NU0346
 NU0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0346'7.5 MI SW FROM DOWNEY.
 NU0346'7.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 NU0346'HIGHWAY 91 AND 191 AT DOWNEY, THENCE 100 YARDS ACROSS FENCE EAST OF
 NU0346'THE HIGHWAY, 43.5 FEET NORTHEAST FROM TRIANGULATION STATION MARK IDA
 NU0346'15-65, SET IN A DRILL HOLE IN A BOULDER PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0339 ***********************************************************************
 NU0339  DESIGNATION -  IDA 15 66
 NU0339  PID         -  NU0339
 NU0339  STATE/COUNTY-  ID/BANNOCK
 NU0339  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0339
 NU0339                         *CURRENT SURVEY CONTROL
 NU0339  ___________________________________________________________________
 NU0339* NAD 83(1992)-  42 22 13.88861(N)    112 12 37.29231(W)     ADJUSTED  
 NU0339* NAVD 88     -      1585.164  (meters)    5200.66   (feet)  ADJUSTED  
 NU0339  ___________________________________________________________________
 NU0339  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 NU0339  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 NU0339  DYNAMIC HT  -        1584.101 (meters)    5197.17  (feet)  COMP
 NU0339  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 NU0339
 NU0339  HORZ ORDER  -  SECOND
 NU0339  VERT ORDER  -  SECOND    CLASS 0
 NU0339
 NU0339.The horizontal coordinates were established by classical geodetic methods
 NU0339.and adjusted by the National Geodetic Survey in July 1992..
 NU0339
 NU0339.The orthometric height was determined by differential leveling
 NU0339.and adjusted by the National Geodetic Survey in June 1991..
 NU0339
 NU0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0339
 NU0339.The geoid height was determined by GEOID03.
 NU0339
 NU0339.The dynamic height is computed by dividing the NAVD 88
 NU0339.geopotential number by the normal gravity value computed on the
 NU0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0339.degrees latitude (g = 980.6199 gals.).
 NU0339
 NU0339.The modeled gravity was interpolated from observed gravity values.
 NU0339
 NU0339;                    North         East     Units Scale Factor Converg.
 NU0339;SPC ID E     -    78,176.879   196,401.324   MT  0.99994753   -0 01 46.0
 NU0339;UTM  12      - 4,691,625.911   400,343.866   MT  0.99972219   -0 48 56.7
 NU0339
 NU0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0339!SPC ID E     -   0.99975357  x   0.99994753  =   0.99970112
 NU0339!UTM  12      -   0.99975357  x   0.99972219  =   0.99947583
 NU0339
 NU0339:                Primary Azimuth Mark                     Grid Az
 NU0339:SPC ID E     -  G 99                                     207 20 20.4
 NU0339:UTM  12      -  G 99                                     208 07 31.1
 NU0339
 NU0339|---------------------------------------------------------------------|
 NU0339| PID    Reference Object                     Distance      Geod. Az  |
 NU0339|                                                           dddmmss.s |
 NU0339| NU0342 G 99                                APPROX. 1.6 KM 2071834.4 |
 NU0339| NU0337 IDA 15 66 RM 2                        6.402 METERS 28740     |
 NU0339| NU0338 IDA 15 66 RM 1                       11.003 METERS 32606     |
 NU0339|---------------------------------------------------------------------|
 NU0339
 NU0339                          SUPERSEDED SURVEY CONTROL
 NU0339
 NU0339  NAD 83(1986)-  42 22 13.88632(N)    112 12 37.28462(W) AD(       ) 2
 NU0339  NAD 27      -  42 22 14.18170(N)    112 12 34.40590(W) AD(       ) 2
 NU0339  NGVD 29 (??/??/92) 1584.071  (m)         5197.07   (f) ADJ UNCH    2 0
 NU0339
 NU0339.Superseded values are not recommended for survey control.
 NU0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0339.See file dsdata.txt to determine how the superseded data were derived.
 NU0339
 NU0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0034491626(NAD 83)
 NU0339_MARKER: DS = TRIANGULATION STATION DISK
 NU0339_SETTING: 80 = SET IN A BOULDER
 NU0339_SP_SET: BOULDER
 NU0339_STAMPING: IDA 15-66 1960
 NU0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0339+STABILITY: SURFACE MOTION
 NU0339
 NU0339  HISTORY     - Date     Condition        Report By
 NU0339  HISTORY     - 1960     MONUMENTED       CGS
 NU0339  HISTORY     - 1960     GOOD             CGS
 NU0339
 NU0339                          STATION DESCRIPTION
 NU0339
 NU0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0339'THE STATION IS 6-1/2 MILES SOUTHWEST OF DOWNEY, 2 MILES NORTH
 NU0339'OF MALAD SUMMIT, 0.15 MILE SOUTH OF A GROUP OF RANCH BULDINGS
 NU0339'AND 0.1 MILE EAST OF U.S. HIGHWAY 101 AND STATION CREEK.  IT IS
 NU0339'ON THE SUMMIT OF A LOW BOULDER STREWN RIDGE, SURROUNDED BY
 NU0339'CULTIVATED LAND, WITH A TELEPHONE LINE PASSING FROM SOUTH TO
 NU0339'NORTH ALONG ITS CREST.
 NU0339'
 NU0339'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91 AND
 NU0339'191 AT THE SOUTHWEST EDGE OF DOWNEY, DRIVE SOUTHWEST ON U.S.
 NU0339'HIGHWAY 191 FOR 6.5 MILES TO A GRAVELED SIDE ROAD ON THE LEFT.
 NU0339'CONTINUE SOUTH ON THE HIGHWAY FOR 0.1 MILE TO THE END OF TRUCK
 NU0339'TRAVEL*.  PACK EAST ACROSS CULTIVATED LAND FOR 0.1 MILE TO THE
 NU0339'SUMMIT OF A RIDGE AND THE STATION.
 NU0339'
 NU0339'THE STATION MARK, STAMPED IDA 15-66 1960, IS A STANDARD DISK
 NU0339'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES
 NU0339'ABOVE THE SURFACE OF THE GROUND.  IT IS 33 FEET SOUTH OF A
 NU0339'TELEPHONE POLE AND 7 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 NU0339'
 NU0339'REFERENCE MARK 1, STAMPED IDA 15-66 NO 1 1960, IS A STANDARD
 NU0339'DISK CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 6 INCHES
 NU0339'ABOVE THE SURFACE OF THE GROUND.  IT IS 21.5 FEET WEST OF THE
 NU0339'TELEPHONE POLE AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 NU0339'STATION MARK.
 NU0339'
 NU0339'REFERENCE MARK 2, STAMPED IDA 15-66 NO 2 1960, IS A STANDARD
 NU0339'DISK CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 6 INCHES
 NU0339'ABOVE THE SURFACE OF THE GROUND.  IT IS 33.5 FEET SOUTH-SOUTHWEST
 NU0339'OF THE TELEPHONE POLE, 23 FEET WEST OF THE METAL WITNESS POST
 NU0339'AND 8 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 NU0339'
 NU0339'A STANDARD C AND GS BENCH MARK, STAMPED G 99 1960, WAS USED FOR
 NU0339'THE AZIMUTH MARK.  THE MARK IS SET IN THE TOP OF A CYLINDRICAL
 NU0339'CONCRETE POST, 12 INCHES IN DIAMETER, PROJECTING 2 INCHES ABOVE
 NU0339'THE SURFACE OF THE GROUND.  IT IS 51 FEET EAST OF THE CENTER OF
 NU0339'U.S. HIGHWAY 191, 36 FEET NORTH OF A WEST GATE POST AND FENCE
 NU0339'CORNER, 2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND
 NU0339'1 FOOT EAST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE.
 NU0339'
 NU0339'*TO REACH THE BENCH MARK, CONTINUE SOUTH ON U.S. HIGHWAY 191 FOR
 NU0339'0.9 MILE TO A GATE AND THE MARK ON THE LEFT.
 NU0339
 NU0339                          STATION RECOVERY (1960)
 NU0339
 NU0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0339'6 MI SW FROM DOWNEY.
 NU0339'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 NU0339'HIGHWAY 91 AND 191 AT DOWNEY, 0.1 MILE AFTER PASSING A GRAVEL ROAD
 NU0339'LEADING EASTWARD OFF THE HIGHWAY, THENCE OVER FENCE AND EAST ABOUT 200
 NU0339'YARDS ACROSS CULTIVATED FIELD TO SUMMIT OF A LOW BOULDER STREWN RIDGE
 NU0339'ALONG WHICH TELEPHONE LINE PASSES, 33 FEET SOUTH FROM A POLE, 7 FEET
 NU0339'NORTH OF A METAL WITNESS POST WITH SIGN, CEMENTED IN A DRILL HOLE IN A
 NU0339'BOULDER PROJECTING 6-INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0338 ***********************************************************************
 NU0338  DESIGNATION -  IDA 15 66 RM 1
 NU0338  PID         -  NU0338
 NU0338  STATE/COUNTY-  ID/BANNOCK
 NU0338  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0338
 NU0338                         *CURRENT SURVEY CONTROL
 NU0338  ___________________________________________________________________
 NU0338* NAD 83(1986)-  42 22 14.     (N)    112 12 38.     (W)     SCALED    
 NU0338* NAVD 88     -      1584.531  (meters)    5198.58   (feet)  ADJUSTED  
 NU0338  ___________________________________________________________________
 NU0338  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 NU0338  DYNAMIC HT  -        1583.469 (meters)    5195.10  (feet)  COMP
 NU0338  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 NU0338
 NU0338  VERT ORDER  -  SECOND    CLASS 0
 NU0338
 NU0338.The horizontal coordinates were scaled from a topographic map and have
 NU0338.an estimated accuracy of +/- 6 seconds.
 NU0338
 NU0338.The orthometric height was determined by differential leveling
 NU0338.and adjusted by the National Geodetic Survey in June 1991..
 NU0338
 NU0338.The geoid height was determined by GEOID03.
 NU0338
 NU0338.The dynamic height is computed by dividing the NAVD 88
 NU0338.geopotential number by the normal gravity value computed on the
 NU0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0338.degrees latitude (g = 980.6199 gals.).
 NU0338
 NU0338.The modeled gravity was interpolated from observed gravity values.
 NU0338
 NU0338;                    North         East    Units  Estimated Accuracy
 NU0338;SPC ID E     -    78,180.      196,390.      MT  (+/- 180 meters Scaled)
 NU0338
 NU0338                          SUPERSEDED SURVEY CONTROL
 NU0338
 NU0338  NGVD 29 (??/??/92) 1583.439  (m)         5195.00   (f) ADJ UNCH    2 0
 NU0338
 NU0338.Superseded values are not recommended for survey control.
 NU0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0338.See file dsdata.txt to determine how the superseded data were derived.
 NU0338
 NU0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM003916(NAD 83)
 NU0338_MARKER: DR = REFERENCE MARK DISK
 NU0338_SETTING: 80 = SET IN A BOULDER
 NU0338_SP_SET: BOULDER
 NU0338_STAMPING: IDA 15-66 NO 1 1960
 NU0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0338+STABILITY: SURFACE MOTION
 NU0338
 NU0338  HISTORY     - Date     Condition        Report By
 NU0338  HISTORY     - 1960     MONUMENTED       CGS
 NU0338
 NU0338                          STATION DESCRIPTION
 NU0338
 NU0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0338'6 MI SW FROM DOWNEY.
 NU0338'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 NU0338'HIGHWAY 91 AND 191 AT DOWNEY, 0.1 MILE AFTER PASSING A GRAVEL ROAD
 NU0338'LEADING EAST, THENCE OVER THE FENCE AND EAST ABOUT 200 YARDS ACROSS
 NU0338'CULTIVATED FEILD TO CREST OF A LOW BOULDER STREWN RIDGE, 36.1 FEET
 NU0338'NORTHWEST FROM TRIANGULATION STATION IDA 15-66, 21.5 FEET WEST WEST
 NU0338'FROM A TELEPHONE POLE, CEMENTED IN A DRILL HOLE IN BOULDER PROJECTING
 NU0338'6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0337 ***********************************************************************
 NU0337  DESIGNATION -  IDA 15 66 RM 2
 NU0337  PID         -  NU0337
 NU0337  STATE/COUNTY-  ID/BANNOCK
 NU0337  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0337
 NU0337                         *CURRENT SURVEY CONTROL
 NU0337  ___________________________________________________________________
 NU0337* NAD 83(1986)-  42 22 14.     (N)    112 12 37.     (W)     SCALED    
 NU0337* NAVD 88     -      1584.748  (meters)    5199.29   (feet)  ADJUSTED  
 NU0337  ___________________________________________________________________
 NU0337  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 NU0337  DYNAMIC HT  -        1583.687 (meters)    5195.81  (feet)  COMP
 NU0337  MODELED GRAV-     979,896.0   (mgal)                       NAVD 88
 NU0337
 NU0337  VERT ORDER  -  SECOND    CLASS 0
 NU0337
 NU0337.The horizontal coordinates were scaled from a topographic map and have
 NU0337.an estimated accuracy of +/- 6 seconds.
 NU0337
 NU0337.The orthometric height was determined by differential leveling
 NU0337.and adjusted by the National Geodetic Survey in June 1991..
 NU0337
 NU0337.The geoid height was determined by GEOID03.
 NU0337
 NU0337.The dynamic height is computed by dividing the NAVD 88
 NU0337.geopotential number by the normal gravity value computed on the
 NU0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0337.degrees latitude (g = 980.6199 gals.).
 NU0337
 NU0337.The modeled gravity was interpolated from observed gravity values.
 NU0337
 NU0337;                    North         East    Units  Estimated Accuracy
 NU0337;SPC ID E     -    78,180.      196,410.      MT  (+/- 180 meters Scaled)
 NU0337
 NU0337                          SUPERSEDED SURVEY CONTROL
 NU0337
 NU0337  NGVD 29 (??/??/92) 1583.656  (m)         5195.71   (f) ADJ UNCH    2 0
 NU0337
 NU0337.Superseded values are not recommended for survey control.
 NU0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0337.See file dsdata.txt to determine how the superseded data were derived.
 NU0337
 NU0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM003916(NAD 83)
 NU0337_MARKER: DR = REFERENCE MARK DISK
 NU0337_SETTING: 80 = SET IN A BOULDER
 NU0337_SP_SET: BOULDER
 NU0337_STAMPING: IDA 15-166 NO 2 1960
 NU0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0337+STABILITY: SURFACE MOTION
 NU0337
 NU0337  HISTORY     - Date     Condition        Report By
 NU0337  HISTORY     - 1960     MONUMENTED       CGS
 NU0337
 NU0337                          STATION DESCRIPTION
 NU0337
 NU0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0337'6 MI SW FROM DOWNEY.
 NU0337'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 NU0337'HIGHWAY 91 AND 191 AT DOWNEY, 0.1 MILE AFTER PASSING A SIDE ROAD
 NU0337'LEADING EAST OFF HIGHWAY, THENCE OVER THE FENCE ACROSS A CULTIVATED
 NU0337'FIELD EAST 200 YARDS TO THE CREST OF A BOULDER STREWN RIDGE, 55.5 FEET
 NU0337'SOUTH SOUTHWEST FROM A TELEPHONE POLE 23 FEET WEST FROM A METAL SIGN
 NU0337'WITH SIGN ATTACHED, 21.0 FEET WEST FROM TRIANGULATION STATION IDA
 NU0337'15-66, CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0308 ***********************************************************************
 NU0308  DESIGNATION -  IDA 15 67
 NU0308  PID         -  NU0308
 NU0308  STATE/COUNTY-  ID/BANNOCK
 NU0308  USGS QUAD   -  DOWNEY WEST (1984)
 NU0308
 NU0308                         *CURRENT SURVEY CONTROL
 NU0308  ___________________________________________________________________
 NU0308* NAD 83(1992)-  42 24 26.85389(N)    112 11 26.39297(W)     ADJUSTED  
 NU0308* NAVD 88     -      1485.537  (meters)    4873.80   (feet)  ADJUSTED  
 NU0308  ___________________________________________________________________
 NU0308  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 NU0308  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 NU0308  DYNAMIC HT  -        1484.540 (meters)    4870.53  (feet)  COMP
 NU0308  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 NU0308
 NU0308  HORZ ORDER  -  SECOND
 NU0308  VERT ORDER  -  SECOND    CLASS 0
 NU0308
 NU0308.The horizontal coordinates were established by classical geodetic methods
 NU0308.and adjusted by the National Geodetic Survey in July 1992..
 NU0308
 NU0308.The orthometric height was determined by differential leveling
 NU0308.and adjusted by the National Geodetic Survey in June 1991..
 NU0308
 NU0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0308
 NU0308.The geoid height was determined by GEOID03.
 NU0308
 NU0308.The dynamic height is computed by dividing the NAVD 88
 NU0308.geopotential number by the normal gravity value computed on the
 NU0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0308.degrees latitude (g = 980.6199 gals.).
 NU0308
 NU0308.The modeled gravity was interpolated from observed gravity values.
 NU0308
 NU0308;                    North         East     Units Scale Factor Converg.
 NU0308;SPC ID E     -    82,278.766   198,024.582   MT  0.99994742   -0 00 58.3
 NU0308;UTM  12      - 4,695,704.200   402,022.900   MT  0.99971811   -0 48 11.0
 NU0308
 NU0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0308!SPC ID E     -   0.99976920  x   0.99994742  =   0.99971663
 NU0308!UTM  12      -   0.99976920  x   0.99971811  =   0.99948737
 NU0308
 NU0308|---------------------------------------------------------------------|
 NU0308| PID    Reference Object                     Distance      Geod. Az  |
 NU0308|                                                           dddmmss.s |
 NU0308| NU0307 IDA 15 67 RM 1                       11.513 METERS 00610     |
 NU0308| NU0309 IDA 15 67 RM 2                       12.394 METERS 17507     |
 NU0308| NU0310 IDA 15 67 AZ MK                                    1785037.6 |
 NU0308|---------------------------------------------------------------------|
 NU0308
 NU0308                          SUPERSEDED SURVEY CONTROL
 NU0308
 NU0308  NAD 83(1986)-  42 24 26.85127(N)    112 11 26.38434(W) AD(       ) 2
 NU0308  NAD 27      -  42 24 27.14810(N)    112 11 23.50610(W) AD(       ) 2
 NU0308  NGVD 29 (??/??/92) 1484.435  (m)         4870.18   (f) ADJ UNCH    2 0
 NU0308
 NU0308.Superseded values are not recommended for survey control.
 NU0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0308.See file dsdata.txt to determine how the superseded data were derived.
 NU0308
 NU0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0202395704(NAD 83)
 NU0308_MARKER: DS = TRIANGULATION STATION DISK
 NU0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0308_STAMPING: IDA 15-67 1960
 NU0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0308+STABILITY: SURFACE MOTION
 NU0308
 NU0308  HISTORY     - Date     Condition        Report By
 NU0308  HISTORY     - 1960     MONUMENTED       CGS
 NU0308  HISTORY     - 1960     GOOD             CGS
 NU0308  HISTORY     - 1967     GOOD             USGS
 NU0308
 NU0308                          STATION DESCRIPTION
 NU0308
 NU0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0308'THE STATION IS ON THE APPROXIMATE CENTER LINE OF THE INTERSTATE
 NU0308'ROUTE 15, 3.5 MILES WEST AND 1 MILE SOUTH OF DOWNEY AND ON A
 NU0308'FLAT BENCH WITH CULTIVATED GROUND TO THE EAST AND A SMALL GRAVEL
 NU0308'PIT TO THE WEST.
 NU0308'
 NU0308'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 91
 NU0308'AND 191 IN DOWNEY, PROCEED SOUTHWEST ALONG U.S. HIGHWAY 191
 NU0308'TOWARDS MALAD FOR 3.0 MILES TO A GRAVELED ROAD RIGHT AT THE BASE
 NU0308'OF A GRADE, TURN RIGHT, WEST, ONTO THE GRAVELED ROAD, FOLLOWING
 NU0308'IT FOR 1.3 MILE TO A GATE ON THE LEFT, TURN LEFT, SOUTH, ON A
 NU0308'TRACK ROAD FOR 0.25 MILE TO THE CREST OF THE RIDGE AND THE
 NU0308'STATION SITE, 5 FEET WEST OF A NORTH-SOUTH SECTION LINE FENCE AND
 NU0308'4.5 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 NU0308'ATTACHED.
 NU0308'
 NU0308'THE STATION AND UNDERGROUND MARKS, STAMPED IDA 15-67 1960, ARE
 NU0308'STANDARD DISKS WITH THE SURFACE MARK SET IN A SQUARE CONCRETE
 NU0308'POST PROJECTING 2 INCHES.
 NU0308'
 NU0308'REFERENCE MARK 1, STAMPED IDA 15-67 NO 1 1960, IS A STANDARD DISK
 NU0308'SET IN A SQUARE CONCRETE POST 2 FEET WEST OF THE FENCE LINE AND
 NU0308'PROJECTING 2 INCHES.
 NU0308'
 NU0308'THE AZIMUTH MARK, STAMPED IDA 15-67 1960, IS A STANDARD DISK
 NU0308'SET IN A SQUARE CONCRETE POST, FLUSH WITH THE SURFACE, 0.4
 NU0308'MILE SOUTH OF THE STATION, 30 FEET SOUTH OF THE CENTER LINE OF
 NU0308'A BLADED ROAD, 16 FEET EAST OF A SECTION LINE FENCE CORNER AND
 NU0308'2 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU0308
 NU0308                          STATION RECOVERY (1960)
 NU0308
 NU0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0308'3.5 MI WSW FROM DOWNEY.
 NU0308'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF U.S.
 NU0308'HIGHWAYS 91 AND 191 AT DOWNEY TO A GRAVEL ROAD AT BASE OF GRADE,
 NU0308'THENCE WEST ON GRAVEL ROAD 1.3 MILE TO GATE, THEN SOUTH ON TRACK ROAD
 NU0308'0.25 MILE ONTO CREST OF RIDGE, 5 FEET WEST FROM N-S SECTION LINE
 NU0308'FENCE, 4.5 FEET SOUTHWEST FROM METAL WITNESS POST WITH SIGN, SET IN
 NU0308'SQUARE TOPPED CONCRETE MONUMENT PROJECTING 2-INCHES ABOVE GROUND.
 NU0308
 NU0308                          STATION RECOVERY (1967)
 NU0308
 NU0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU0308'STATION MARK--A STANDARD DISK STAMPED---IDA 15-67 1960---, SET IN
 NU0308'A SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0310 ***********************************************************************
 NU0310  DESIGNATION -  IDA 15 67 AZ MK
 NU0310  PID         -  NU0310
 NU0310  STATE/COUNTY-  ID/BANNOCK
 NU0310  USGS QUAD   -  DOWNEY WEST (1984)
 NU0310
 NU0310                         *CURRENT SURVEY CONTROL
 NU0310  ___________________________________________________________________
 NU0310* NAD 83(1986)-  42 24 06.     (N)    112 11 25.     (W)     SCALED    
 NU0310* NAVD 88     -      1483.471  (meters)    4867.02   (feet)  ADJUSTED  
 NU0310  ___________________________________________________________________
 NU0310  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 NU0310  DYNAMIC HT  -        1482.473 (meters)    4863.75  (feet)  COMP
 NU0310  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 NU0310
 NU0310  VERT ORDER  -  SECOND    CLASS 0
 NU0310
 NU0310.The horizontal coordinates were scaled from a topographic map and have
 NU0310.an estimated accuracy of +/- 6 seconds.
 NU0310
 NU0310.The orthometric height was determined by differential leveling
 NU0310.and adjusted by the National Geodetic Survey in June 1991..
 NU0310
 NU0310.The geoid height was determined by GEOID03.
 NU0310
 NU0310.The dynamic height is computed by dividing the NAVD 88
 NU0310.geopotential number by the normal gravity value computed on the
 NU0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0310.degrees latitude (g = 980.6199 gals.).
 NU0310
 NU0310.The modeled gravity was interpolated from observed gravity values.
 NU0310
 NU0310;                    North         East    Units  Estimated Accuracy
 NU0310;SPC ID E     -    81,640.      198,060.      MT  (+/- 180 meters Scaled)
 NU0310
 NU0310                          SUPERSEDED SURVEY CONTROL
 NU0310
 NU0310  NGVD 29 (??/??/92) 1482.366  (m)         4863.40   (f) ADJ UNCH    2 0
 NU0310
 NU0310.Superseded values are not recommended for survey control.
 NU0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0310.See file dsdata.txt to determine how the superseded data were derived.
 NU0310
 NU0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM020950(NAD 83)
 NU0310_MARKER: DZ = AZIMUTH MARK DISK
 NU0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0310_STAMPING: IDA 15-67 1960
 NU0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0310+STABILITY: SURFACE MOTION
 NU0310
 NU0310  HISTORY     - Date     Condition        Report By
 NU0310  HISTORY     - 1960     MONUMENTED       CGS
 NU0310
 NU0310                          STATION DESCRIPTION
 NU0310
 NU0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0310'3.9 MI SW FROM DOWNEY.
 NU0310'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF U.S.
 NU0310'HIGHWAY 91 AND 191 AT DOWNEY TO GRAVEL SIDE ROAD AT BASE OF GRADE,
 NU0310'WEST ON GRAVEL ROAD 1.3 MILE TO GATE, SOUTH THROUGH GATE ON TRACK ROAD
 NU0310'TO CREST OF RIDGE (STATION IDA 15-67) AND THENCE CONTINUE SOUTH 0.4
 NU0310'MILE, 30 FEET SOUTH FROM CENTER OF BLADED ROAD, 16 FEET EAST FROM A
 NU0310'SECTION LINE FENCE CORNER, 2 FEET EAST FROM A METAL WITNESS POST WITH
 NU0310'SIGN, SET IN A SQUARE TOPPED CONCRETE MONUMENT FLUSH WITH THE GROUND
 NU0310'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0307 ***********************************************************************
 NU0307  DESIGNATION -  IDA 15 67 RM 1
 NU0307  PID         -  NU0307
 NU0307  STATE/COUNTY-  ID/BANNOCK
 NU0307  USGS QUAD   -  DOWNEY WEST (1984)
 NU0307
 NU0307                         *CURRENT SURVEY CONTROL
 NU0307  ___________________________________________________________________
 NU0307* NAD 83(1986)-  42 24 27.     (N)    112 11 26.     (W)     SCALED    
 NU0307* NAVD 88     -      1485.333  (meters)    4873.13   (feet)  ADJUSTED  
 NU0307  ___________________________________________________________________
 NU0307  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 NU0307  DYNAMIC HT  -        1484.337 (meters)    4869.86  (feet)  COMP
 NU0307  MODELED GRAV-     979,899.1   (mgal)                       NAVD 88
 NU0307
 NU0307  VERT ORDER  -  SECOND    CLASS 0
 NU0307
 NU0307.The horizontal coordinates were scaled from a topographic map and have
 NU0307.an estimated accuracy of +/- 6 seconds.
 NU0307
 NU0307.The orthometric height was determined by differential leveling
 NU0307.and adjusted by the National Geodetic Survey in June 1991..
 NU0307
 NU0307.The geoid height was determined by GEOID03.
 NU0307
 NU0307.The dynamic height is computed by dividing the NAVD 88
 NU0307.geopotential number by the normal gravity value computed on the
 NU0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0307.degrees latitude (g = 980.6199 gals.).
 NU0307
 NU0307.The modeled gravity was interpolated from observed gravity values.
 NU0307
 NU0307;                    North         East    Units  Estimated Accuracy
 NU0307;SPC ID E     -    82,280.      198,030.      MT  (+/- 180 meters Scaled)
 NU0307
 NU0307                          SUPERSEDED SURVEY CONTROL
 NU0307
 NU0307  NGVD 29 (??/??/92) 1484.231  (m)         4869.51   (f) ADJ UNCH    2 0
 NU0307
 NU0307.Superseded values are not recommended for survey control.
 NU0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0307.See file dsdata.txt to determine how the superseded data were derived.
 NU0307
 NU0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM020957(NAD 83)
 NU0307_MARKER: DR = REFERENCE MARK DISK
 NU0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0307_STAMPING: IDA 15-67 NO 1 1960
 NU0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0307+STABILITY: SURFACE MOTION
 NU0307
 NU0307  HISTORY     - Date     Condition        Report By
 NU0307  HISTORY     - 1960     MONUMENTED       CGS
 NU0307
 NU0307                          STATION DESCRIPTION
 NU0307
 NU0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0307'3.5 MI WSW FROM DOWNEY.
 NU0307'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF U.S.
 NU0307'HIGHWAYS 91 AND 191 AT DOWNEY, AND TO GRAVEL SIDE ROAD AT BASE OF
 NU0307'GRADE, THENCE WEST ON GRAVEL ROAD 1.3 MILE TO GATE, SOUTH THROUGH GATE
 NU0307'ON TRACK ROAD 0.25 MILE TO CREST OF RIDGE, 37.8 FEET NORTH FROM
 NU0307'TRIANGULATION STATION IDA 15-67, 2 FEET WEST FROM FENCE LINE, SET IN A
 NU0307'SQUARE TOPPED CONCRETE MONUMENT PROJECTING 2-INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0309 ***********************************************************************
 NU0309  DESIGNATION -  IDA 15 67 RM 2
 NU0309  PID         -  NU0309
 NU0309  STATE/COUNTY-  ID/BANNOCK
 NU0309  USGS QUAD   -  DOWNEY WEST (1984)
 NU0309
 NU0309                         *CURRENT SURVEY CONTROL
 NU0309  ___________________________________________________________________
 NU0309* NAD 83(1986)-  42 24 27.     (N)    112 11 26.     (W)     SCALED    
 NU0309* NAVD 88     -      1485.533  (meters)    4873.79   (feet)  ADJUSTED  
 NU0309  ___________________________________________________________________
 NU0309  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 NU0309  DYNAMIC HT  -        1484.536 (meters)    4870.52  (feet)  COMP
 NU0309  MODELED GRAV-     979,899.1   (mgal)                       NAVD 88
 NU0309
 NU0309  VERT ORDER  -  SECOND    CLASS 0
 NU0309
 NU0309.The horizontal coordinates were scaled from a topographic map and have
 NU0309.an estimated accuracy of +/- 6 seconds.
 NU0309
 NU0309.The orthometric height was determined by differential leveling
 NU0309.and adjusted by the National Geodetic Survey in June 1991..
 NU0309
 NU0309.The geoid height was determined by GEOID03.
 NU0309
 NU0309.The dynamic height is computed by dividing the NAVD 88
 NU0309.geopotential number by the normal gravity value computed on the
 NU0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0309.degrees latitude (g = 980.6199 gals.).
 NU0309
 NU0309.The modeled gravity was interpolated from observed gravity values.
 NU0309
 NU0309;                    North         East    Units  Estimated Accuracy
 NU0309;SPC ID E     -    82,280.      198,030.      MT  (+/- 180 meters Scaled)
 NU0309
 NU0309                          SUPERSEDED SURVEY CONTROL
 NU0309
 NU0309  NGVD 29 (??/??/92) 1484.430  (m)         4870.17   (f) ADJ UNCH    2 0
 NU0309
 NU0309.Superseded values are not recommended for survey control.
 NU0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0309.See file dsdata.txt to determine how the superseded data were derived.
 NU0309
 NU0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM020957(NAD 83)
 NU0309_MARKER: DR = REFERENCE MARK DISK
 NU0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0309_STAMPING: IDA 15-67 NO 2 1960
 NU0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0309+STABILITY: SURFACE MOTION
 NU0309
 NU0309  HISTORY     - Date     Condition        Report By
 NU0309  HISTORY     - 1960     MONUMENTED       CGS
 NU0309
 NU0309                          STATION DESCRIPTION
 NU0309
 NU0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0309'3.5 MI WSW FROM DOWNEY.
 NU0309'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 191 FROM THE JUNCTION OF U.S.
 NU0309'HIGHWAYS 91 AND 191 AT DOWNEY TO GRAVEL SIDE ROAD AT BASE OF GRADE,
 NU0309'WEST ON GRAVEL ROAD 1.3 MILE TO GATE, SOUTH THROUGH GATE ON TRACK ROAD
 NU0309'0.25 MILE TO CREST OF RIDGE, 40.7 FEET SOUTH FROM TRIANGULATION
 NU0309'STATION MARK IDA 15.67, 2 FEET WEST FROM THE FENCE, SET IN A SQUARE
 NU0309'TOPPED CONCRETE MONUMENT PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0302 ***********************************************************************
 NU0302  DESIGNATION -  IDA 15 68
 NU0302  PID         -  NU0302
 NU0302  STATE/COUNTY-  ID/BANNOCK
 NU0302  USGS QUAD   -  DOWNEY WEST (1984)
 NU0302
 NU0302                         *CURRENT SURVEY CONTROL
 NU0302  ___________________________________________________________________
 NU0302* NAD 83(1992)-  42 26 42.41328(N)    112 10 39.51315(W)     ADJUSTED  
 NU0302* NAVD 88     -      1471.700  (meters)    4828.40   (feet)  ADJUSTED  
 NU0302  ___________________________________________________________________
 NU0302  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 NU0302  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 NU0302  DYNAMIC HT  -        1470.717 (meters)    4825.18  (feet)  COMP
 NU0302  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 NU0302
 NU0302  HORZ ORDER  -  SECOND
 NU0302  VERT ORDER  -  SECOND    CLASS 0
 NU0302
 NU0302.The horizontal coordinates were established by classical geodetic methods
 NU0302.and adjusted by the National Geodetic Survey in July 1992..
 NU0302
 NU0302.The orthometric height was determined by differential leveling
 NU0302.and adjusted by the National Geodetic Survey in June 1991..
 NU0302
 NU0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0302
 NU0302.The geoid height was determined by GEOID03.
 NU0302
 NU0302.The dynamic height is computed by dividing the NAVD 88
 NU0302.geopotential number by the normal gravity value computed on the
 NU0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0302.degrees latitude (g = 980.6199 gals.).
 NU0302
 NU0302.The modeled gravity was interpolated from observed gravity values.
 NU0302
 NU0302;                    North         East     Units Scale Factor Converg.
 NU0302;SPC ID E     -    86,461.144   199,097.053   MT  0.99994738   -0 00 26.7
 NU0302;UTM  12      - 4,699,870.489   403,152.465   MT  0.99971540   -0 47 41.4
 NU0302
 NU0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0302!SPC ID E     -   0.99977136  x   0.99994738  =   0.99971875
 NU0302!UTM  12      -   0.99977136  x   0.99971540  =   0.99948682
 NU0302
 NU0302:                Primary Azimuth Mark                     Grid Az
 NU0302:SPC ID E     -  M 99                                     029 58 49.4
 NU0302:UTM  12      -  M 99                                     030 46 04.1
 NU0302
 NU0302|---------------------------------------------------------------------|
 NU0302| PID    Reference Object                     Distance      Geod. Az  |
 NU0302|                                                           dddmmss.s |
 NU0302| NU0299 M 99                                               0295822.7 |
 NU0302| NU0300 IDA 15 68 RM 2                       11.915 METERS 08937     |
 NU0302| NU0301 IDA 15 68 RM 1                       16.228 METERS 35331     |
 NU0302|---------------------------------------------------------------------|
 NU0302
 NU0302                          SUPERSEDED SURVEY CONTROL
 NU0302
 NU0302  NAD 83(1986)-  42 26 42.40985(N)    112 10 39.50374(W) AD(       ) 2
 NU0302  NAD 27      -  42 26 42.70860(N)    112 10 36.62560(W) AD(       ) 2
 NU0302  NGVD 29 (??/??/92) 1470.597  (m)         4824.78   (f) ADJ UNCH    2 0
 NU0302
 NU0302.Superseded values are not recommended for survey control.
 NU0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0302.See file dsdata.txt to determine how the superseded data were derived.
 NU0302
 NU0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM0315299870(NAD 83)
 NU0302_MARKER: DE = TRAVERSE STATION DISK
 NU0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0302_STAMPING: IDA 15-68 1960
 NU0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0302+STABILITY: SURFACE MOTION
 NU0302
 NU0302  HISTORY     - Date     Condition        Report By
 NU0302  HISTORY     - 1960     MONUMENTED       CGS
 NU0302  HISTORY     - 1960     GOOD             CGS
 NU0302
 NU0302                          STATION DESCRIPTION
 NU0302
 NU0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0302'THE STATION IS SITUATED 3 MILES WEST-NORTHWEST OF DOWNEY, 2 MILES
 NU0302'WEST OF U.S. HIGHWAYS 91 AND 191, ON THE SOUTH SIDE OF AN
 NU0302'EAST-WEST GRAVELED ROAD AT A POINT WHERE IT PASSES OVER A SLIGHT
 NU0302'RISE.
 NU0302'
 NU0302'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 91 AND
 NU0302'191 AT THE WEST EDGE OF DOWNEY, DRIVE NORTH ON THE HIGHWAYS FOR
 NU0302'1.4 MILES TO A GRAVELED SIDE ROAD ON THE LEFT*.  TURN LEFT AND
 NU0302'DRIVE WEST FOR 2.0 MILES TO THE SUMMIT OF A SLIGHT RISE AND THE
 NU0302'STATION ON THE LEFT.
 NU0302'
 NU0302'THE SURFACE AND UNDERGROUND-STATION MARKS ARE TRAVERSE DISKS,
 NU0302'STAMPED IDS 15-68 1960.  THE SURFACE MARK IS SET IN THE TOP OF A
 NU0302'CONCRETE MONUMENT WHICH IS 12 INCHES SQUARE AT THE TOP AND
 NU0302'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 29 FEET
 NU0302'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 8.5 FEET EAST OF A
 NU0302'METAL WITNESS POST WITH SIGN AND 6 FEET SOUTH OF THE SOUTH
 NU0302'RIGHT-OF-WAY FENCE.
 NU0302'
 NU0302'REFERENCE MARK 1, STAMPED IDA 15-68 NO 1 1960, IS A STANDARD
 NU0302'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS 12
 NU0302'INCHES IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 NU0302'GROUND.  IT IS 25 FEET NORTH OF THE CENTER OF THE ROAD, 2 FEET
 NU0302'SOUTH OF TE NORTH RIGHT-OF-WAY FENCE AND ABOUT 16 INCHES LOWER
 NU0302'IN ELEVATION THAN THE STATION MARK.
 NU0302'
 NU0302'REFERENCE MARK 2, STAMPED IDA 15-68 NO 2 1960, IS A STANDARD
 NU0302'DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 12 INCHES
 NU0302'SQUARE AT THE TOP AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 NU0302'GROUND.  IT IS 29 FEET SOUTH OF THE CENTER OF THE ROAD, 6 FEET
 NU0302'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND ABOUT 1 FOOT LOWER IN
 NU0302'ELEVATION THAN THE STATION MARK.
 NU0302'
 NU0302'A STANDARD C AND GS BENCH MARK, STAMPED M 99 1960 WAS USED FOR
 NU0302'THE AZIMUTH MARK.  THE DISK IS SET IN THE TOP OF A CYLINDRICAL
 NU0302'CONCRETE POST, 12 INCHES IN DIAMETER, PROJECTING 6 INCHES ABOVE
 NU0302'THE SURFACE OF THE GROUND.  IT IS 25 FEET NORTH OF THE CENTER OF
 NU0302'AN EAST-WEST GRAVELED ROAD, 2 FEET SOUTH OF THE NORTH
 NU0302'RIGHT-OF-WAY FENCE AND 2 FEET EAST OF A METAL WITNESS POST WITH
 NU0302'SIGN.
 NU0302'
 NU0302'*TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON THE HIGHWAY FOR
 NU0302'1.0 MILE TO A GRAVELED SIDE ROAD ON THE LEFT.  TURN LEFT AND
 NU0302'DRIVE WEST FOR 0.95 MILE TO THE MARK ON THE RIGHT.
 NU0302
 NU0302                          STATION RECOVERY (1960)
 NU0302
 NU0302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0302'3.5 MI WNW FROM DOWNEY.
 NU0302'1.4 MILES NORTH NORTHWEST ALONG U.S.HIGHWAY 91 FROM THE JUNCTION OF
 NU0302'U.S. HIGHWAYS 91 AND 191 AT DOWNEY TO A GRAVEL SIDE ROAD, THENCE WEST
 NU0302'2.0 MILE TO THE SUMMITT OF A SLIGHT RISE, 29 FEET SOUTH FROM THE
 NU0302'CENTER OF THE ROAD, 8.5 FEET EAST FROM A METAL WITNESS POST WITH SIGN,
 NU0302'SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0301 ***********************************************************************
 NU0301  DESIGNATION -  IDA 15 68 RM 1
 NU0301  PID         -  NU0301
 NU0301  STATE/COUNTY-  ID/BANNOCK
 NU0301  USGS QUAD   -  DOWNEY WEST (1984)
 NU0301
 NU0301                         *CURRENT SURVEY CONTROL
 NU0301  ___________________________________________________________________
 NU0301* NAD 83(1986)-  42 26 43.     (N)    112 10 39.     (W)     SCALED    
 NU0301* NAVD 88     -      1471.275  (meters)    4827.01   (feet)  ADJUSTED  
 NU0301  ___________________________________________________________________
 NU0301  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 NU0301  DYNAMIC HT  -        1470.293 (meters)    4823.79  (feet)  COMP
 NU0301  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 NU0301
 NU0301  VERT ORDER  -  SECOND    CLASS 0
 NU0301
 NU0301.The horizontal coordinates were scaled from a topographic map and have
 NU0301.an estimated accuracy of +/- 6 seconds.
 NU0301
 NU0301.The orthometric height was determined by differential leveling
 NU0301.and adjusted by the National Geodetic Survey in June 1991..
 NU0301
 NU0301.The geoid height was determined by GEOID03.
 NU0301
 NU0301.The dynamic height is computed by dividing the NAVD 88
 NU0301.geopotential number by the normal gravity value computed on the
 NU0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0301.degrees latitude (g = 980.6199 gals.).
 NU0301
 NU0301.The modeled gravity was interpolated from observed gravity values.
 NU0301
 NU0301;                    North         East    Units  Estimated Accuracy
 NU0301;SPC ID E     -    86,480.      199,110.      MT  (+/- 180 meters Scaled)
 NU0301
 NU0301                          SUPERSEDED SURVEY CONTROL
 NU0301
 NU0301  NGVD 29 (??/??/92) 1470.172  (m)         4823.39   (f) ADJ UNCH    2 0
 NU0301
 NU0301.Superseded values are not recommended for survey control.
 NU0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0301.See file dsdata.txt to determine how the superseded data were derived.
 NU0301
 NU0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM031998(NAD 83)
 NU0301_MARKER: DR = REFERENCE MARK DISK
 NU0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0301_STAMPING: IDA 15-68 NO 1 1960
 NU0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0301+STABILITY: SURFACE MOTION
 NU0301
 NU0301  HISTORY     - Date     Condition        Report By
 NU0301  HISTORY     - 1960     MONUMENTED       CGS
 NU0301
 NU0301                          STATION DESCRIPTION
 NU0301
 NU0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0301'3.5 MI WNW FROM DOWNEY.
 NU0301'1.4 MILES NORTH NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF
 NU0301'U.S. HIGHWAYS 91 AND 191 AT DOWNEY TO A GRAVEL SIDE ROAD, THENCE WEST
 NU0301'2.0 MILE ON GRAVEL ROAD TO THE SUMMIT OF A SLIGHT RISE, 53.2 FEET
 NU0301'NORTH FROM TRIANGULATION STATION MARK IDA 15-68, 25 FEET NORTH FROM
 NU0301'CENTER OF ROAD, 2 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, SET IN A
 NU0301'CYLINDRICAL CONCRETE MONUMENT PROJECTING 5-INCHES ABOVE GROUND. MARKED
 NU0301'WITH A TRAVERSE STATION MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0300 ***********************************************************************
 NU0300  DESIGNATION -  IDA 15 68 RM 2
 NU0300  PID         -  NU0300
 NU0300  STATE/COUNTY-  ID/BANNOCK
 NU0300  USGS QUAD   -  DOWNEY WEST (1984)
 NU0300
 NU0300                         *CURRENT SURVEY CONTROL
 NU0300  ___________________________________________________________________
 NU0300* NAD 83(1986)-  42 26 43.     (N)    112 10 39.     (W)     SCALED    
 NU0300* NAVD 88     -      1471.355  (meters)    4827.27   (feet)  ADJUSTED  
 NU0300  ___________________________________________________________________
 NU0300  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 NU0300  DYNAMIC HT  -        1470.373 (meters)    4824.05  (feet)  COMP
 NU0300  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 NU0300
 NU0300  VERT ORDER  -  SECOND    CLASS 0
 NU0300
 NU0300.The horizontal coordinates were scaled from a topographic map and have
 NU0300.an estimated accuracy of +/- 6 seconds.
 NU0300
 NU0300.The orthometric height was determined by differential leveling
 NU0300.and adjusted by the National Geodetic Survey in June 1991..
 NU0300
 NU0300.The geoid height was determined by GEOID03.
 NU0300
 NU0300.The dynamic height is computed by dividing the NAVD 88
 NU0300.geopotential number by the normal gravity value computed on the
 NU0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0300.degrees latitude (g = 980.6199 gals.).
 NU0300
 NU0300.The modeled gravity was interpolated from observed gravity values.
 NU0300
 NU0300;                    North         East    Units  Estimated Accuracy
 NU0300;SPC ID E     -    86,480.      199,110.      MT  (+/- 180 meters Scaled)
 NU0300
 NU0300                          SUPERSEDED SURVEY CONTROL
 NU0300
 NU0300  NGVD 29 (??/??/92) 1470.252  (m)         4823.65   (f) ADJ UNCH    2 0
 NU0300
 NU0300.Superseded values are not recommended for survey control.
 NU0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0300.See file dsdata.txt to determine how the superseded data were derived.
 NU0300
 NU0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM031998(NAD 83)
 NU0300_MARKER: DR = REFERENCE MARK DISK
 NU0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0300_STAMPING: IDA 15-68 NO 2 1960
 NU0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0300+STABILITY: SURFACE MOTION
 NU0300
 NU0300  HISTORY     - Date     Condition        Report By
 NU0300  HISTORY     - 1960     MONUMENTED       CGS
 NU0300
 NU0300                          STATION DESCRIPTION
 NU0300
 NU0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0300'3.5 MI WNW FROM DOWNEY.
 NU0300'1.4 MILES NORTH NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF
 NU0300'U.S. HIGHWAYS 91 AND 191 AT DOWNEY TO A GRAVEL SIDE ROAD, THENCE WEST
 NU0300'ON SIDE ROAD 2.0 MILE TO SUMMIT OF A SLIGHT RISE, 39.1 FEET EAST FROM
 NU0300'TRIANGULATION STATION IDA 15-68, 29 FEET SOUTH FROM CENTER OF ROAD, 6
 NU0300'FEET SOUTH OF SOUTH RIGHT OF WAY FENCE, SET IN A CYLINDRICAL CONCRETE
 NU0300'MONUMENT PROJECTING 4-INCHES ABOVE GROUND.  MARKED WITH A TRAVERSE
 NU0300'STATION MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0294 ***********************************************************************
 NU0294  DESIGNATION -  IDA 15 69
 NU0294  PID         -  NU0294
 NU0294  STATE/COUNTY-  ID/BANNOCK
 NU0294  USGS QUAD   -  DOWNEY WEST (1984)
 NU0294
 NU0294                         *CURRENT SURVEY CONTROL
 NU0294  ___________________________________________________________________
 NU0294* NAD 83(1992)-  42 28 27.75630(N)    112 09 17.05805(W)     ADJUSTED  
 NU0294* NAVD 88     -      1477.520  (meters)    4847.50   (feet)  ADJUSTED  
 NU0294  ___________________________________________________________________
 NU0294  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 NU0294  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NU0294  DYNAMIC HT  -        1476.545 (meters)    4844.30  (feet)  COMP
 NU0294  MODELED GRAV-     979,910.3   (mgal)                       NAVD 88
 NU0294
 NU0294  HORZ ORDER  -  SECOND
 NU0294  VERT ORDER  -  FIRST     CLASS I
 NU0294
 NU0294.The horizontal coordinates were established by classical geodetic methods
 NU0294.and adjusted by the National Geodetic Survey in July 1992..
 NU0294
 NU0294.The orthometric height was determined by differential leveling
 NU0294.and adjusted by the National Geodetic Survey in June 1991..
 NU0294
 NU0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0294
 NU0294.The geoid height was determined by GEOID03.
 NU0294
 NU0294.The dynamic height is computed by dividing the NAVD 88
 NU0294.geopotential number by the normal gravity value computed on the
 NU0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0294.degrees latitude (g = 980.6199 gals.).
 NU0294
 NU0294.The modeled gravity was interpolated from observed gravity values.
 NU0294
 NU0294;                    North         East     Units Scale Factor Converg.
 NU0294;SPC ID E     -    89,711.466   200,980.845   MT  0.99994738   +0 00 29.0
 NU0294;UTM  12      - 4,703,093.853   405,080.308   MT  0.99971085   -0 46 47.3
 NU0294
 NU0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0294!SPC ID E     -   0.99977043  x   0.99994738  =   0.99971782
 NU0294!UTM  12      -   0.99977043  x   0.99971085  =   0.99948135
 NU0294
 NU0294:                Primary Azimuth Mark                     Grid Az
 NU0294:SPC ID E     -  Y 80                                     156 34 56.0
 NU0294:UTM  12      -  Y 80                                     157 22 12.3
 NU0294
 NU0294|---------------------------------------------------------------------|
 NU0294| PID    Reference Object                     Distance      Geod. Az  |
 NU0294|                                                           dddmmss.s |
 NU0294| NU0252 Y 80                                               1563525.0 |
 NU0294| NU0295 IDA 15 69 RM 1                       20.491 METERS 16312     |
 NU0294| NU0293 IDA 15 69 RM 2                       17.778 METERS 33627     |
 NU0294|---------------------------------------------------------------------|
 NU0294
 NU0294                          SUPERSEDED SURVEY CONTROL
 NU0294
 NU0294  NAD 83(1986)-  42 28 27.75232(N)    112 09 17.04816(W) AD(       ) 2
 NU0294  NAD 27      -  42 28 28.05070(N)    112 09 14.17150(W) AD(       ) 2
 NU0294  NGVD 29 (??/??/92) 1476.424  (m)         4843.90   (f) ADJ UNCH    1 1
 NU0294
 NU0294.Superseded values are not recommended for survey control.
 NU0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0294.See file dsdata.txt to determine how the superseded data were derived.
 NU0294
 NU0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0508003094(NAD 83)
 NU0294_MARKER: DS = TRIANGULATION STATION DISK
 NU0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0294_STAMPING: IDA 15-69 1960
 NU0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0294+STABILITY: SURFACE MOTION
 NU0294
 NU0294  HISTORY     - Date     Condition        Report By
 NU0294  HISTORY     - 1960     MONUMENTED       CGS
 NU0294  HISTORY     - 1963     GOOD             CGS
 NU0294  HISTORY     - 1967     GOOD             USGS
 NU0294  HISTORY     - 1967     GOOD             CGS
 NU0294  HISTORY     - 1967     GOOD             NGS
 NU0294
 NU0294                          STATION DESCRIPTION
 NU0294
 NU0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0294'THE STATION IS ABOUT 6 MILES SOUTH OF ARIMO AND 3-1/2 MILES
 NU0294'NORTH-NORTHWEST OF DOWNEY, IN THE NORTHEAST CORNER OF THE
 NU0294'JUNCTION OF U.S. HIGHWAY 91, 191 AND BOWMAN ROAD.
 NU0294'
 NU0294'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 91 AND 191 IN
 NU0294'DOWNEY, GO NORTH-NORTHWEST ON U.S. HIGHWAY 91, 191 FOR 2.7
 NU0294'MILES TO THE AZIMUTH ON THE RIGHT.  CONTINUE NORTH-NORTHWEST
 NU0294'FOR 0.9 MILE TO BOWMAN ROAD AND STATION ON THE RIGHT.
 NU0294'
 NU0294'THE SURFACE AND UNDERGROUND MARKS, STANDARD DISKS STAMPED
 NU0294'IDA 15-69 1960 SET IN A CONCRETE POST, ARE 95 FEET NORTHEAST
 NU0294'OF THE CENTER OF U.S. HIGHWAY 91, 191, 35 FEET NORTH OF THE
 NU0294'CENTER OF BOWMAN ROAD, 30 FEET SOUTHWEST OF THE SOUTHWEST
 NU0294'RAIL OF UNION PACIFIC RAILROAD, 19 FEET NORTHEAST OF RIGHT-OF-WAY
 NU0294'FENCE, 11 FEET NORTHEAST OF TELEPHONE POLE NO. E 28, AND 6
 NU0294'FEET SOUTHWEST OF A STEEL WITNESS POST WITH SIGN ATTACHED.  THE
 NU0294'MARK PROJECTS ABOUT 4 INCHES.
 NU0294'
 NU0294'REFERENCE MARK 1, A STANDARD DISK STAMPED IDA 15-69 NO 1 1960
 NU0294'SET IN A CONCRETE POST, IS 37 FEET SOUTHWEST OF THE SOUTHWEST
 NU0294'RAIL OF THE UNION PACIFIC RAILROAD, 32 FEET SOUTH OF BOWMAN
 NU0294'ROAD, AND 11 FEET NORTHEAST OF RIGHT-OF-WAY FENCE.  THE MARK
 NU0294'PROJECTS ABOUT 4 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE
 NU0294'STATION.
 NU0294'
 NU0294'REFERENCE MARK 2, A STANDARD DISK STAMPED IDA 15-69 NO 2 1960
 NU0294'SET IN A CONCRETE POST, IS 30 FEET SOUTHWEST OF THE SOUTHWEST
 NU0294'RAIL OF THE UNION PACIFIC RAILROAD AND 18 FEET NORTHEAST OF
 NU0294'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND IS
 NU0294'ABOUT THE SAME ELEVATION AS THE STATION.
 NU0294'
 NU0294'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED Y 80
 NU0294'1934 CEMENTED IN A DRILL HOLE IN THE CONCRETE HEADWALL OF A
 NU0294'CANAL SIPHON.  IT IS 0.1 MILE SOUTHEAST OF A GRAVELED CROSSROAD,
 NU0294'98 FEET SOUTH OF SEMAPHORE NO. 977, 31 FEET NORTHEAST OF
 NU0294'RIGHT-OF-WAY FENCE, AND 15 FEET SOUTHWEST OF THE SOUTHWEST
 NU0294'RAIL OF THE UNION PACIFIC RAILROAD.  THE CONCRETE HEADWALL
 NU0294'PROJECTS ABOUT 1 FOOT.
 NU0294
 NU0294                          STATION RECOVERY (1963)
 NU0294
 NU0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NU0294'STATION RECOVERED, AS DESCRIBED, AND ALL MARKS WERE FOUND
 NU0294'IN GOOD CONDITION.  STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 NU0294
 NU0294                          STATION RECOVERY (1967)
 NU0294
 NU0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU0294'SURFACE MARK IS A STANDARD DISK STAMPED---IDA 15-69 1960---, SET
 NU0294'IN A CONCRETE POST.
 NU0294
 NU0294                          STATION RECOVERY (1967)
 NU0294
 NU0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 NU0294'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NU0294'CONDITION AND LEVELED OVER.
 NU0294'
 NU0294'TO REACH FROM THE UNION PACIFIC RAILROAD STATION AT DOWNEY,
 NU0294'GO 3.5 MILES ALONG THE RAILROAD.
 NU0294'
 NU0294'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 NU0294'IDA 15-69 1960.  AT THE CROSSING OF BOWMAN ROAD, 2 POLES
 NU0294'NORTHWEST OF MILEPOLE 98.50, 30.0 FEET SOUTHWEST OF THE
 NU0294'SOUTHWEST RAIL, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NU0294'6.5 FEET EAST OF A WITNESS POST, IN THE TOP OF A CONCRETE
 NU0294'POST.
 NU0294'
 NU0294'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-69
 NU0294'NO 1 1960.  67.25 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE
 NU0294'STATION, 37.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 32 FEET
 NU0294'SOUTH OF THE CENTER LINE OF THE ROAD.  IN THE TOP OF A CONCRETE
 NU0294'POST.
 NU0294'
 NU0294'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED IDA 15-69
 NU0294'NO 2 1960.  58.31 FEET NORTHWEST OF THE STATION, 31.0 FEET
 NU0294'SOUTHWEST OF THE SOUTHWEST RAIL, 94 FEET NORTH OF THE CENTERLINE
 NU0294'OF THE ROAD, 63 FEET NORTH-NORTHWEST OF TELEPHONE POLE E 28,
 NU0294'IN THE TOP OF A CONCRETE POST.
 NU0294'
 NU0294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 NU0294'MILES NORTH OF DOWNEY.
 NU0294
 NU0294                          STATION RECOVERY (1967)
 NU0294
 NU0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0294'3.5 MI N FROM DOWNEY.
 NU0294'3.5 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0294'DOWNEY, 2 POLES NORTHWEST OF MILEPOLE 98.50, AT THE CROSSING OF BOWMAN
 NU0294'ROAD, 30.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 36 FEET NORTH OF THE
 NU0294'CENTER LINE OF THE ROAD, 96 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 NU0294'HIGHWAY 91 AND 191, 11 FEET NORTH OF TELEPHONE POLE E 28, 19.0 FEET
 NU0294'NORTHEAST OF A FENCE, 6.5 FEET EAST OF A WITNESS POST, ABOUT 4 1/2
 NU0294'FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 NU0294'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1818 ***********************************************************************
 NU1818  DESIGNATION -  IDA 15 69 RESET
 NU1818  PID         -  NU1818
 NU1818  STATE/COUNTY-  ID/BANNOCK
 NU1818  USGS QUAD   -  DOWNEY WEST (1984)
 NU1818
 NU1818                         *CURRENT SURVEY CONTROL
 NU1818  ___________________________________________________________________
 NU1818* NAD 83(1986)-  42 28 28.     (N)    112 09 17.     (W)     SCALED    
 NU1818* NAVD 88     -      1477.53   (meters)    4847.5    (feet)  RESET     
 NU1818  ___________________________________________________________________
 NU1818  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NU1818
 NU1818  VERT ORDER  -  THIRD
 NU1818
 NU1818.The horizontal coordinates were scaled from a topographic map and have
 NU1818.an estimated accuracy of +/- 6 seconds.
 NU1818
 NU1818.The orthometric height was computed from unverified reset data.
 NU1818.No vertical observational check was made to the station.
 NU1818
 NU1818.The geoid height was determined by GEOID03.
 NU1818
 NU1818;                    North         East    Units  Estimated Accuracy
 NU1818;SPC ID E     -    89,720.      200,980.      MT  (+/- 180 meters Scaled)
 NU1818
 NU1818                          SUPERSEDED SURVEY CONTROL
 NU1818
 NU1818  NGVD 29 (03/27/06) 1476.43   (m)         4843.9    (f) RESET       3  
 NU1818
 NU1818.Superseded values are not recommended for survey control.
 NU1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1818.See file dsdata.txt to determine how the superseded data were derived.
 NU1818
 NU1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN050031(NAD 83)
 NU1818_MARKER: DH = HORIZONTAL CONTROL DISK
 NU1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1818_SP_SET: CONCRETE POST
 NU1818_STAMPING: IDA 15 69 1960 1984
 NU1818_MARK LOGO: NGS   
 NU1818_PROJECTION: FLUSH
 NU1818_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1818+STABILITY: SURFACE MOTION
 NU1818
 NU1818  HISTORY     - Date     Condition        Report By
 NU1818  HISTORY     - 1984     MONUMENTED       NGS
 NU1818  HISTORY     - 19840615 GOOD             NGS
 NU1818
 NU1818                          STATION DESCRIPTION
 NU1818
 NU1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NU1818'5.8 KM (3.60 MI) NORTH FROM DOWNEY.
 NU1818'FROM THE INTERSECTION OF HIGHWAYS 91 AND 191 IN DOWNEY, GO NORTH 5.8
 NU1818'KM (3.60 MI) TO BOWMAN ROAD AND THE MARK IN THE NORTHEAST QUADRANT,
 NU1818'31 METERS EAST OF THE CENTERLINE OF THE HIGHWAY, 20.49 METERS NORTH
 NU1818'OF RM 1, 13.52 METERS SOUTHEAST OF RM 3, 10.6 METERS NORTH OF THE
 NU1818'CENTERLINE OF BOWMAN ROAD, 9.9 METERS WEST OF THE CENTERLINE OF THE
 NU1818'TRACK, 3.3 METERS EAST NORTHEAST OF A TELEPHONE POLE AND 0.9 METER
 NU1818'SOUTH FROM A WITNESS POST.
 NU1818
 NU1818                          STATION RECOVERY (1984)
 NU1818
 NU1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NU1818'THE CONCRETE MONUMENT THAT HELD THE STATION WAS STILL IN PLACE BUT THE
 NU1818'DISK WAS MISSING.  THE CONCRETE MONUMENT THAT HELD RM 2 WAS OUT OF THE
 NU1818'GROUND WITH THE DISK BROKEN OFF.  RM 1 AND THE AZ MK (BM Y 80 1934)
 NU1818'WERE RECOVERED IN GOOD CONDITION.  A NEW SURFACE MARK AND RM 3 WERE
 NU1818'ESTABLISHED AT THIS TIME.  THE DISTANCE TO RM 1 DIFFERS BY .003 METER
 NU1818'(0.010 FT) AND THE ANGLE DIFFERS BY A LITTLE OVER A MINUTE. THE
 NU1818'STATION IS LOCATED ABOUT 6 MILES (9.7 KM) S OF ARIMO AND 3.5 MILES
 NU1818'(5.6 KM) NNW OF DOWNEY IN THE NE CORNER OF THE JUNCTION OF US HWY 91
 NU1818'AND 191 AND BOWMAN RD.  TO REACH THE STATION FROM THE JUNCTION OF U S
 NU1818'HWYS 91 AND 191 IN DOWNEY, GO NNW FOR 2.7 MILES (4.3 KM) TO THE AZ MK
 NU1818'ON THE RIGHT, CONTINUE 0.9 MILE (1.4 KM) TO BOWMAN ROAD AND THE MARK
 NU1818'ON THE RIGHT.
 NU1818' 
 NU1818'THE STATION IS A STANDARD NGS DISK STAMPED---IDA 15 69 1960 1984---,
 NU1818'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER,
 NU1818'PROJECTING 2 CM ABOVE THE GROUND.  THE STATION IS LOCATED 101.7 FT
 NU1818'(31.0 M) E FROM THE CENTERLINE OF THE HWY, 34.8 FT (10.6 M) N FROM THE
 NU1818'CENTERLINE OF BOWMAN ROAD, 32.5 FT (9.9 M) W FROM THE CENTERLINE THE
 NU1818'TRACKS, 10.8 FT (3.3 M) ENE FROM THE TELEPHONE POLE, 3.0 FT (0.9 M) S
 NU1818'FROM A WITNESS POST.  RM NO 1 IS A STANDARD USCGS DISK STAMPED---IDA
 NU1818'15 69 NO 1 1960---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30
 NU1818'CM IN DIAMETER, PROJECTING 8 CM ABOVE THE GROUND.  THE STATION IS
 NU1818'LOCATED 95.1 FT (29.0 M) E FROM THE CENTERLINE OF THE HWY, 29.9 FT
 NU1818'(9.1 M) S FROM THE CENTERLINE OF BOWMAN ROAD, 20.7 FT (6.3 M) W FROM A
 NU1818'RAILROAD CROSSING SIGN, AND 0.3 METERS (1.0 FT) LOWER THAN THE
 NU1818'STATION.  RM NO 3 IS A STANDARD NGS DISK STAMPED---IDA 15 69 1960 NO 3
 NU1818'1984---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN
 NU1818'DIAMETER, PROJECTING 20 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 NU1818'42.0 FT (12.8 M) W FROM A WITNESS POST, 45.9 FT (14.0 M) W FROM THE
 NU1818'TRUNK, 3.3 FT (1.0 M) E FROM A FENCE, AND 1.0 FT (0.3 M) LOWER THAN
 NU1818'THE STATION.  AZ MK NO 1 IS A STANDARD B M DISK STAMPED---Y 80
 NU1818'1934---, SET INTO THE CENTER OF THE W END OF A CONCRETE IRREGULATION
 NU1818'DITCH UNDER THE RAILROAD.  THE STATION IS LOCATED 114.8 FT (35.0 M) E
 NU1818'FROM THE CENTERLINE OF THE HWY, 94.5 FT (28.8 M) S FROM THE SEMAPHONE
 NU1818'NUMBER 976, 17.7 FT (5.4 M) W FOM THE CENTERLINE OF THE TRACK.  TO
 NU1818'REACH THE AZ MK FROM THE STATION, GO S ON HWY 0.9 MILE (1.4 KM) TO THE
 NU1818'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0295 ***********************************************************************
 NU0295  DESIGNATION -  IDA 15 69 RM 1
 NU0295  PID         -  NU0295
 NU0295  STATE/COUNTY-  ID/BANNOCK
 NU0295  USGS QUAD   -  DOWNEY WEST (1984)
 NU0295
 NU0295                         *CURRENT SURVEY CONTROL
 NU0295  ___________________________________________________________________
 NU0295* NAD 83(1986)-  42 28 28.     (N)    112 09 17.     (W)     SCALED    
 NU0295* NAVD 88     -      1477.006  (meters)    4845.81   (feet)  ADJUSTED  
 NU0295  ___________________________________________________________________
 NU0295  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NU0295  DYNAMIC HT  -        1476.031 (meters)    4842.61  (feet)  COMP
 NU0295  MODELED GRAV-     979,910.3   (mgal)                       NAVD 88
 NU0295
 NU0295  VERT ORDER  -  FIRST     CLASS I
 NU0295
 NU0295.The horizontal coordinates were scaled from a topographic map and have
 NU0295.an estimated accuracy of +/- 6 seconds.
 NU0295
 NU0295.The orthometric height was determined by differential leveling
 NU0295.and adjusted by the National Geodetic Survey in June 1991..
 NU0295
 NU0295.The geoid height was determined by GEOID03.
 NU0295
 NU0295.The dynamic height is computed by dividing the NAVD 88
 NU0295.geopotential number by the normal gravity value computed on the
 NU0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0295.degrees latitude (g = 980.6199 gals.).
 NU0295
 NU0295.The modeled gravity was interpolated from observed gravity values.
 NU0295
 NU0295;                    North         East    Units  Estimated Accuracy
 NU0295;SPC ID E     -    89,720.      200,980.      MT  (+/- 180 meters Scaled)
 NU0295
 NU0295                          SUPERSEDED SURVEY CONTROL
 NU0295
 NU0295  NGVD 29 (??/??/92) 1475.910  (m)         4842.21   (f) ADJ UNCH    1 1
 NU0295
 NU0295.Superseded values are not recommended for survey control.
 NU0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0295.See file dsdata.txt to determine how the superseded data were derived.
 NU0295
 NU0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN050031(NAD 83)
 NU0295_MARKER: DR = REFERENCE MARK DISK
 NU0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0295_STAMPING: IDA 15-69 NO 1 1960
 NU0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0295+STABILITY: SURFACE MOTION
 NU0295
 NU0295  HISTORY     - Date     Condition        Report By
 NU0295  HISTORY     - 1960     MONUMENTED       CGS
 NU0295  HISTORY     - 1967     GOOD             NGS
 NU0295
 NU0295                          STATION DESCRIPTION
 NU0295
 NU0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0295'3.5 MI N FROM DOWNEY.
 NU0295'3.5 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0295'DOWNEY, 67.25 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE STATION,
 NU0295'37.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 32 FEET SOUTH OF THE CENTER
 NU0295'LINE OF BOWMAN ROAD, 11.1 FEET NORTHEAST OF A FENCE, 6.3 FEET SOUTH OF
 NU0295'A FENCE, 20 FEET EAST OF A POWER POLE, ABOUT 1 FOOT HIGHER THAN THE
 NU0295'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 NU0295'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0293 ***********************************************************************
 NU0293  DESIGNATION -  IDA 15 69 RM 2
 NU0293  PID         -  NU0293
 NU0293  STATE/COUNTY-  ID/BANNOCK
 NU0293  USGS QUAD   -  DOWNEY WEST (1984)
 NU0293
 NU0293                         *CURRENT SURVEY CONTROL
 NU0293  ___________________________________________________________________
 NU0293* NAD 83(1986)-  42 28 28.     (N)    112 09 16.     (W)     SCALED    
 NU0293* NAVD 88     -      1477.540  (meters)    4847.56   (feet)  ADJUSTED  
 NU0293  ___________________________________________________________________
 NU0293  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NU0293  DYNAMIC HT  -        1476.565 (meters)    4844.36  (feet)  COMP
 NU0293  MODELED GRAV-     979,910.3   (mgal)                       NAVD 88
 NU0293
 NU0293  VERT ORDER  -  FIRST     CLASS I
 NU0293
 NU0293.The horizontal coordinates were scaled from a topographic map and have
 NU0293.an estimated accuracy of +/- 6 seconds.
 NU0293
 NU0293.The orthometric height was determined by differential leveling
 NU0293.and adjusted by the National Geodetic Survey in June 1991..
 NU0293
 NU0293.The geoid height was determined by GEOID03.
 NU0293
 NU0293.The dynamic height is computed by dividing the NAVD 88
 NU0293.geopotential number by the normal gravity value computed on the
 NU0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0293.degrees latitude (g = 980.6199 gals.).
 NU0293
 NU0293.The modeled gravity was interpolated from observed gravity values.
 NU0293
 NU0293;                    North         East    Units  Estimated Accuracy
 NU0293;SPC ID E     -    89,720.      201,010.      MT  (+/- 180 meters Scaled)
 NU0293
 NU0293                          SUPERSEDED SURVEY CONTROL
 NU0293
 NU0293  NGVD 29 (??/??/92) 1476.444  (m)         4843.97   (f) ADJ UNCH    1 1
 NU0293
 NU0293.Superseded values are not recommended for survey control.
 NU0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0293.See file dsdata.txt to determine how the superseded data were derived.
 NU0293
 NU0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN051031(NAD 83)
 NU0293_MARKER: DR = REFERENCE MARK DISK
 NU0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0293_STAMPING: IDA 15-69 NO 2 1960
 NU0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0293+STABILITY: SURFACE MOTION
 NU0293
 NU0293  HISTORY     - Date     Condition        Report By
 NU0293  HISTORY     - 1960     MONUMENTED       CGS
 NU0293  HISTORY     - 1967     GOOD             NGS
 NU0293
 NU0293                          STATION DESCRIPTION
 NU0293
 NU0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0293'3.5 MI N FROM DOWNEY.
 NU0293'3.5 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0293'DOWNEY, AT THE CROSSING OF BOWMAN ROAD, 58.31 FEET NORTHWEST OF THE
 NU0293'STATION, 31.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 94 FEET NORTH OF
 NU0293'THE CENTER LINE OF THE ROAD, 18.0 FEET NORTHEAST OF A FENCE, 63 FEET
 NU0293'NORTH-NORTHWEST OF TELEPHONE POLE E 28, ABOUT 4 1/2 FEET HIGHER THAN
 NU0293'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 NU0293'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1817 ***********************************************************************
 NU1817  DESIGNATION -  IDA 15 69 RM 3
 NU1817  PID         -  NU1817
 NU1817  STATE/COUNTY-  ID/BANNOCK
 NU1817  USGS QUAD   -  DOWNEY WEST (1984)
 NU1817
 NU1817                         *CURRENT SURVEY CONTROL
 NU1817  ___________________________________________________________________
 NU1817* NAD 83(1986)-  42 28 28.     (N)    112 09 17.     (W)     SCALED    
 NU1817* NAVD 88     -      1477.21   (meters)    4846.5    (feet)  RESET     
 NU1817  ___________________________________________________________________
 NU1817  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NU1817
 NU1817  VERT ORDER  -  THIRD
 NU1817
 NU1817.The horizontal coordinates were scaled from a topographic map and have
 NU1817.an estimated accuracy of +/- 6 seconds.
 NU1817
 NU1817.The orthometric height was computed from unverified reset data.
 NU1817.No vertical observational check was made to the station.
 NU1817
 NU1817.The geoid height was determined by GEOID03.
 NU1817
 NU1817;                    North         East    Units  Estimated Accuracy
 NU1817;SPC ID E     -    89,720.      200,980.      MT  (+/- 180 meters Scaled)
 NU1817
 NU1817                          SUPERSEDED SURVEY CONTROL
 NU1817
 NU1817  NGVD 29 (03/27/06) 1476.11   (m)         4842.9    (f) RESET       3  
 NU1817
 NU1817.Superseded values are not recommended for survey control.
 NU1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1817.See file dsdata.txt to determine how the superseded data were derived.
 NU1817
 NU1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN050031(NAD 83)
 NU1817_MARKER: DR = REFERENCE MARK DISK
 NU1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1817_SP_SET: CONCRETE POST
 NU1817_STAMPING: IDA 15 69 1960 NO 3 1984
 NU1817_MARK LOGO: NGS   
 NU1817_PROJECTION: FLUSH
 NU1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1817+STABILITY: SURFACE MOTION
 NU1817
 NU1817  HISTORY     - Date     Condition        Report By
 NU1817  HISTORY     - 1984     MONUMENTED       NGS
 NU1817
 NU1817                          STATION DESCRIPTION
 NU1817
 NU1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NU1817'5.8 KM (3.60 MI) NORTH FROM DOWNEY.
 NU1817'FROM THE INTERSECTION OF HIGHWAY 91 AND 191 IN DOWNEY GO NORTH ON
 NU1817'HIGHWAY 91 AND 191 FOR 5.8 KM (3.60 MI) TO THE MARK ON THE RIGHT, 28
 NU1817'METERS EAST OF THE CENTERLINE OF THE HIGHWAY, 23 METERS NORTH OF THE
 NU1817'CENTERLINE OF BOWMAN ROAD, 13.52 METERS NORTHWEST OF TRI STATION 15
 NU1817'69, 14.0 METERS WEST OF THE TRACK, 12.8 METERS NORTHWEST FROM A
 NU1817'WITNESS POST AND 1.0 METER EAST FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0298 ***********************************************************************
 NU0298  DESIGNATION -  IDA 15 70
 NU0298  PID         -  NU0298
 NU0298  STATE/COUNTY-  ID/BANNOCK
 NU0298  USGS QUAD   -  DOWNEY WEST (1984)
 NU0298
 NU0298                         *CURRENT SURVEY CONTROL
 NU0298  ___________________________________________________________________
 NU0298* NAD 83(1992)-  42 28 13.94684(N)    112 09 58.15032(W)     ADJUSTED  
 NU0298* NAVD 88     -      1471.431  (meters)    4827.52   (feet)  ADJUSTED  
 NU0298  ___________________________________________________________________
 NU0298  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 NU0298  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NU0298  DYNAMIC HT  -        1470.456 (meters)    4824.32  (feet)  COMP
 NU0298  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 NU0298
 NU0298  HORZ ORDER  -  SECOND
 NU0298  VERT ORDER  -  SECOND    CLASS 0
 NU0298
 NU0298.The horizontal coordinates were established by classical geodetic methods
 NU0298.and adjusted by the National Geodetic Survey in July 1992..
 NU0298
 NU0298.The orthometric height was determined by differential leveling
 NU0298.and adjusted by the National Geodetic Survey in June 1991..
 NU0298
 NU0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0298
 NU0298.The geoid height was determined by GEOID03.
 NU0298
 NU0298.The dynamic height is computed by dividing the NAVD 88
 NU0298.geopotential number by the normal gravity value computed on the
 NU0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0298.degrees latitude (g = 980.6199 gals.).
 NU0298
 NU0298.The modeled gravity was interpolated from observed gravity values.
 NU0298
 NU0298;                    North         East     Units Scale Factor Converg.
 NU0298;SPC ID E     -    89,285.312   200,042.251   MT  0.99994737   +0 00 01.2
 NU0298;UTM  12      - 4,702,680.742   404,136.167   MT  0.99971307   -0 47 14.9
 NU0298
 NU0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0298!SPC ID E     -   0.99977139  x   0.99994737  =   0.99971877
 NU0298!UTM  12      -   0.99977139  x   0.99971307  =   0.99948452
 NU0298
 NU0298|---------------------------------------------------------------------|
 NU0298| PID    Reference Object                     Distance      Geod. Az  |
 NU0298|                                                           dddmmss.s |
 NU0298| NU0296 IDA 15 70 RM 2                       16.897 METERS 09310     |
 NU0298| NU0297 IDA 15 70 RM 1                       18.091 METERS 35350     |
 NU0298| NU0240 IDA 15 71                           APPROX. 5.0 KM 3563546.3 |
 NU0298|---------------------------------------------------------------------|
 NU0298
 NU0298                          SUPERSEDED SURVEY CONTROL
 NU0298
 NU0298  NAD 83(1986)-  42 28 13.94304(N)    112 09 58.14039(W) AD(       ) 2
 NU0298  NAD 27      -  42 28 14.24150(N)    112 09 55.26260(W) AD(       ) 2
 NU0298  NGVD 29 (??/??/92) 1470.331  (m)         4823.91   (f) ADJ UNCH    2 0
 NU0298
 NU0298.Superseded values are not recommended for survey control.
 NU0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0298.See file dsdata.txt to determine how the superseded data were derived.
 NU0298
 NU0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0413602681(NAD 83)
 NU0298_MARKER: DD = SURVEY DISK
 NU0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0298_STAMPING: IDA 15 70 1960
 NU0298_MARK LOGO: CGS   
 NU0298_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0298+STABILITY: SURFACE MOTION
 NU0298
 NU0298  HISTORY     - Date     Condition        Report By
 NU0298  HISTORY     - 1960     MONUMENTED       CGS
 NU0298  HISTORY     - 1960     GOOD             CGS
 NU0298  HISTORY     - 19840615 GOOD             NGS
 NU0298
 NU0298                          STATION DESCRIPTION
 NU0298
 NU0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0298'THE STATION IS ABOUT 6 MILES SOUTH OF ARIMO AND 3-1/2 MILES
 NU0298'NORTHWEST OF DOWNEY, ON THE NORTH EDGE OF A CULTIVATED FIELD
 NU0298'AND IN A SAGE BRUSH AND GRASSY AREA.
 NU0298'
 NU0298'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 91 AND 191 IN
 NU0298'DOWNEY, GO NORTH-NORTHWEST ON U.S. HIGHWAY 91, 191 FOR 3.6
 NU0298'MILES TO BOWMAN ROAD AND STATION IDA 15-69 1960 ON THE RIGHT.
 NU0298'TURN LEFT, WEST, ON BOWMAN ROAD FOR 0.7 MILE TO A TRACK ROAD,
 NU0298'JUST BEFORE REACHING A FENCE CORNER ON THE LEFT.  TURN SHARP
 NU0298'LEFT, SOUTHEAST, ON TRACK ROAD FOR 0.25 MILE, THENCE BEAR
 NU0298'RIGHT FOR 0.05 MILE TOWARDS A FENCE LINE AND STATION.
 NU0298'
 NU0298'SURFACE AND UNDERGROUND MARKS, STANDARD DISKS STAMPED IDA 15-70
 NU0298'1960 SET IN A CONCRETE POST, ARE 8-1/2 FEET NORTHWEST OF A STEEL
 NU0298'WITNESS POST WITH SIGN ATTACHED AND 4-1/2 FEET NORTH OF A
 NU0298'FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES.
 NU0298'
 NU0298'REFERENCE MARK 1, STAMPED IDA 15-70 NO 1 1960, IS A STANDARD
 NU0298'DISK SET IN A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 NU0298'
 NU0298'REFERENCE MARK 2, A STANDARD DISK STAMPED IDA 15-70 NO 2 1960
 NU0298'SET IN A CONCRETE POST, IS 2 FEET NORTH OF A FENCE LINE AND
 NU0298'PROJECTS ABOUT 4 INCHES.
 NU0298'
 NU0298'BOTH REFERENCE MARK 1 AND 2 ARE POINTING TO THE RIGHT OF
 NU0298'THE STATION.
 NU0298
 NU0298                          STATION RECOVERY (1960)
 NU0298
 NU0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0298'3.6 MI NW FROM DOWNEY.
 NU0298'3.6 MILES NORTH NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF
 NU0298'U.S. HIGHWAYS 91 AND 191 AT DOWNEY TO BOWMAN ROAD, WEST 0.7 MILE ON
 NU0298'BOWMAN ROAD TO A TRACK ROAD BEFORE REACHING FENCE CORNER, THENCE SHARP
 NU0298'LEFT AND SOUTHEAST ON TRACK ROAD 0.25 MILE AND BEAR RIGHT ABOUT 100
 NU0298'YARDS TO A FENCE LINE, 4 1/2 FEET NORTH OF THE FENCE, 8 1/2 FEET
 NU0298'NORTHWEST FROM A METAL WITNESS POST WITH SIGN, IN A SQUARE TOPPED
 NU0298'MONUMENT PROJECTING 6 INCHES ABOVE THE GROUND.
 NU0298
 NU0298                          STATION RECOVERY (1984)
 NU0298
 NU0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NU0298'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION.  THE SITE OF RM
 NU0298'1 FALLS IN A BORROW PIT.  IT IS LOST.  RM 3 WAS ESTABLISHED AT THIS
 NU0298'TIME.  IDA 15 69 WILL SERVE AS AN AZ MK FOR THE THIS STATION.  THE
 NU0298'STATION IS LOCATED ABOUT 6 MILES (9.7 KM) S OF ARIMO AND 3.5 MILES
 NU0298'(5.6 KM) NW OF DOWNEY, ON STATE LAND AT S EDGE OF A LARGE BORROW PIT.
 NU0298'TO REACH THE STATION FROM THE JUNCTION OF HWYS 91 AND 191 GO NORTHERLY
 NU0298'FOR 3.6 MILES (5.8 KM) TURN LEFT ONTO BOWMAN ROAD AND GO 0.5 MILE (0.8
 NU0298'KM) TO A ROAD LEFT, TURN LEFT AND FOLLOW ALONG EDGE OF BORROW PIT TO
 NU0298'STATION ON THE LEFT.  DISTANCE 0.25 MILE.  (0.40 KM)
 NU0298' 
 NU0298'THE STATION IS A STANDARD USCGS DISK STAMPED---IDA 15 70 1960---, SET
 NU0298'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER,
 NU0298'PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED 190.3 FT
 NU0298'(58.0 M) E FROM THE PROLONGATION OF THE W SIDE OF THE BORROW PIT, 19.0
 NU0298'FT (5.8 M) S FOM THE S TOP RIM OF THE BORROW PIT, 8.9 FT (2.7 M) S
 NU0298'FROM THE CENTERLINE OF A TRACK ROAD, 8.2 FT (2.5 M) WNW FROM A WITNESS
 NU0298'POST, 4.3 FT (1.3 M) N FROM A FENCE.  RM NO 2 IS A STANDARD USCGS DISK
 NU0298'STAMPED---IDA 15 70 NO 2 1960---, SET INTO THE TOP OF A ROUND CONCRETE
 NU0298'MONUMENT 30 CM IN DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE
 NU0298'STATION IS LOCATED 48.6 FT (14.8 M) E FROM A WITNESS POST, 12.5 FT
 NU0298'(3.8 M) S FROM THE CENTERLINE OF A TRACK ROAD, 1.0 FT (0.3 M) N FROM A
 NU0298'FENCE, AND ABOUT THE SAME ELEVATION AS THE STATION.  RM NO 3 IS A
 NU0298'STANDARD NGS DISK STAMPED---IDA 15 70 1960 NO 3 1984---, SET INTO THE
 NU0298'TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN DIAMETER, PROJECTING 3 CM
 NU0298'ABOVE THE GROUND. THE STATION IS LOCATED 23.6 FT (7.2 M) NNW FROM A
 NU0298'WITNESS POST, 6.6 FT (2.0 M) N FROM THE CENTERLINE OF A TRACK ROAD,
 NU0298'1.0 FT (0.3 M) S FROM THE TOP EDGE OF THE BORROW PIT, AND ABOUT THE
 NU0298'SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0297 ***********************************************************************
 NU0297  DESIGNATION -  IDA 15 70 RM 1
 NU0297  PID         -  NU0297
 NU0297  STATE/COUNTY-  ID/BANNOCK
 NU0297  USGS QUAD   -  DOWNEY WEST (1984)
 NU0297
 NU0297                         *CURRENT SURVEY CONTROL
 NU0297  ___________________________________________________________________
 NU0297* NAD 83(1986)-  42 28 14.     (N)    112 09 57.     (W)     SCALED    
 NU0297* NAVD 88     -      1471.360  (meters)    4827.29   (feet)  ADJUSTED  
 NU0297  ___________________________________________________________________
 NU0297  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NU0297  DYNAMIC HT  -        1470.385 (meters)    4824.09  (feet)  COMP
 NU0297  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 NU0297
 NU0297  VERT ORDER  -  SECOND    CLASS 0
 NU0297
 NU0297.The horizontal coordinates were scaled from a topographic map and have
 NU0297.an estimated accuracy of +/- 6 seconds.
 NU0297
 NU0297.The orthometric height was determined by differential leveling
 NU0297.and adjusted by the National Geodetic Survey in June 1991..
 NU0297
 NU0297.The geoid height was determined by GEOID03.
 NU0297
 NU0297.The dynamic height is computed by dividing the NAVD 88
 NU0297.geopotential number by the normal gravity value computed on the
 NU0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0297.degrees latitude (g = 980.6199 gals.).
 NU0297
 NU0297.The modeled gravity was interpolated from observed gravity values.
 NU0297
 NU0297;                    North         East    Units  Estimated Accuracy
 NU0297;SPC ID E     -    89,290.      200,070.      MT  (+/- 180 meters Scaled)
 NU0297
 NU0297                          SUPERSEDED SURVEY CONTROL
 NU0297
 NU0297  NGVD 29 (??/??/92) 1470.261  (m)         4823.68   (f) ADJ UNCH    2 0
 NU0297
 NU0297.Superseded values are not recommended for survey control.
 NU0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0297.See file dsdata.txt to determine how the superseded data were derived.
 NU0297
 NU0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN041026(NAD 83)
 NU0297_MARKER: DR = REFERENCE MARK DISK
 NU0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0297_STAMPING: IDA 15-70 NO 1 1960
 NU0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0297+STABILITY: SURFACE MOTION
 NU0297
 NU0297  HISTORY     - Date     Condition        Report By
 NU0297  HISTORY     - 1960     MONUMENTED       CGS
 NU0297
 NU0297                          STATION DESCRIPTION
 NU0297
 NU0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0297'3.6 MI NW FROM DOWNEY.
 NU0297'3.6 MILES NORTH NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF
 NU0297'U.S. HIGHWAYS 91 AND 191 IN DOWNEY TO BOWMAN ROAD, WEST 0.7 MILES
 NU0297'ALONG BOWMAN ROAD TO A TRACK ROAD BEFORE REACHING FENCE CORNER, SHARP
 NU0297'LEFT SOUTHEAST ON THE TRACK ROAD 0.25 MILE AND BEAR RIGHT ABOUT 100
 NU0297'YARDS TO A FENCE LINE, 59.4 FEET NORTH FROM TRIANGULATION STATION MARK
 NU0297'IDA 15-70, SET IN A SQUARE TOPPED CONCRETE MONUMENT FLUSH WITH THE
 NU0297'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0296 ***********************************************************************
 NU0296  DESIGNATION -  IDA 15 70 RM 2
 NU0296  PID         -  NU0296
 NU0296  STATE/COUNTY-  ID/BANNOCK
 NU0296  USGS QUAD   -  DOWNEY WEST (1984)
 NU0296
 NU0296                         *CURRENT SURVEY CONTROL
 NU0296  ___________________________________________________________________
 NU0296* NAD 83(1986)-  42 28 14.     (N)    112 09 58.     (W)     SCALED    
 NU0296* NAVD 88     -      1471.531  (meters)    4827.85   (feet)  ADJUSTED  
 NU0296  ___________________________________________________________________
 NU0296  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NU0296  DYNAMIC HT  -        1470.556 (meters)    4824.65  (feet)  COMP
 NU0296  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 NU0296
 NU0296  VERT ORDER  -  SECOND    CLASS 0
 NU0296
 NU0296.The horizontal coordinates were scaled from a topographic map and have
 NU0296.an estimated accuracy of +/- 6 seconds.
 NU0296
 NU0296.The orthometric height was determined by differential leveling
 NU0296.and adjusted by the National Geodetic Survey in June 1991..
 NU0296
 NU0296.The geoid height was determined by GEOID03.
 NU0296
 NU0296.The dynamic height is computed by dividing the NAVD 88
 NU0296.geopotential number by the normal gravity value computed on the
 NU0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0296.degrees latitude (g = 980.6199 gals.).
 NU0296
 NU0296.The modeled gravity was interpolated from observed gravity values.
 NU0296
 NU0296;                    North         East    Units  Estimated Accuracy
 NU0296;SPC ID E     -    89,290.      200,050.      MT  (+/- 180 meters Scaled)
 NU0296
 NU0296                          SUPERSEDED SURVEY CONTROL
 NU0296
 NU0296  NGVD 29 (??/??/92) 1470.431  (m)         4824.24   (f) ADJ UNCH    2 0
 NU0296
 NU0296.Superseded values are not recommended for survey control.
 NU0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0296.See file dsdata.txt to determine how the superseded data were derived.
 NU0296
 NU0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN041026(NAD 83)
 NU0296_MARKER: DR = REFERENCE MARK DISK
 NU0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0296_STAMPING: IDA 15-70 NO 2 1960
 NU0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0296+STABILITY: SURFACE MOTION
 NU0296
 NU0296  HISTORY     - Date     Condition        Report By
 NU0296  HISTORY     - 1960     MONUMENTED       CGS
 NU0296
 NU0296                          STATION DESCRIPTION
 NU0296
 NU0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0296'3.6 MI NE FROM DOWNEY.
 NU0296'3.6 MILES NORTH NORTHWEST ALONG U.S. HIGHWAY 91 FROM THE JUNCTION OF
 NU0296'U.S. HIGHWAYS 91 AND 191 AT DOWNEY TO BOWMAN ROAD, WEST 0.7 MILE ALONG
 NU0296'BOWMAN ROAD TO A TRACK ROAD BEFORE REACHING A FENCE CORNER, SHARP LEFT
 NU0296'SOUTHEAST ON THE TRACK ROAD 0.25 MILE AND BEAR RIGHT ABOUT 100 YARDS
 NU0296'TO THE FENCE LINE, 55.4 FEET EAST FROM TRIANGULATION STATION IDA
 NU0296'15-70, 2 FEET NORTH OF FENCE LINE, SET IN TOP OF A CYLINDRICAL
 NU0296'MONUMENT PROJECTING 4-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1819 ***********************************************************************
 NU1819  DESIGNATION -  IDA 15 70 RM 3
 NU1819  PID         -  NU1819
 NU1819  STATE/COUNTY-  ID/BANNOCK
 NU1819  USGS QUAD   -  DOWNEY WEST (1984)
 NU1819
 NU1819                         *CURRENT SURVEY CONTROL
 NU1819  ___________________________________________________________________
 NU1819* NAD 83(1986)-  42 28 14.     (N)    112 09 58.     (W)     SCALED    
 NU1819* NAVD 88     -      1471.34   (meters)    4827.2    (feet)  RESET     
 NU1819  ___________________________________________________________________
 NU1819  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NU1819
 NU1819  VERT ORDER  -  THIRD
 NU1819
 NU1819.The horizontal coordinates were scaled from a topographic map and have
 NU1819.an estimated accuracy of +/- 6 seconds.
 NU1819
 NU1819.The orthometric height was computed from unverified reset data.
 NU1819.No vertical observational check was made to the station.
 NU1819
 NU1819.The geoid height was determined by GEOID03.
 NU1819
 NU1819;                    North         East    Units  Estimated Accuracy
 NU1819;SPC ID E     -    89,290.      200,050.      MT  (+/- 180 meters Scaled)
 NU1819
 NU1819                          SUPERSEDED SURVEY CONTROL
 NU1819
 NU1819  NGVD 29 (03/27/06) 1470.24   (m)         4823.6    (f) RESET       3  
 NU1819
 NU1819.Superseded values are not recommended for survey control.
 NU1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1819.See file dsdata.txt to determine how the superseded data were derived.
 NU1819
 NU1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN041026(NAD 83)
 NU1819_MARKER: DR = REFERENCE MARK DISK
 NU1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1819_SP_SET: CONCRETE POST
 NU1819_STAMPING: IDA 15 70 1960 NO 3 1984
 NU1819_MARK LOGO: NGS   
 NU1819_PROJECTION: FLUSH
 NU1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1819+STABILITY: SURFACE MOTION
 NU1819
 NU1819  HISTORY     - Date     Condition        Report By
 NU1819  HISTORY     - 1984     MONUMENTED       NGS
 NU1819
 NU1819                          STATION DESCRIPTION
 NU1819
 NU1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NU1819'7.0 KM (4.35 MI) NNW FROM DOWNEY.
 NU1819'FROM THE JUNCTION OF HIGHWAYS 91 AND 191 IN DOWNEY, GO NORTH NORTHWEST
 NU1819'FOR 5.8 KM (3.60 MI) TURN LEFT ONTO BOWMAN ROAD, AND GO 0.8 KM
 NU1819'(0.50 MI) TURN LEFT ONTO TRACK ROAD AND GO 0.4 KM (0.25 MI) ALONG THE
 NU1819'EAST EDGE OF A BORROW PIT TO THE MARK ON THE RIGHT, 17.94 METERS
 NU1819'NORTHWEST OF RM 2, 7.2 METERS NORTH NORTHWEST FROM A WITNESS POST,
 NU1819'5.2 METERS NORTH OF BM 1570, 2.0 METERS NORTH FROM THE CENTERLINE OF
 NU1819'A TRACK ROAD AND 0.3 METER SOUTH OF THE TOP EDGE OF A BORROW PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0240 ***********************************************************************
 NU0240  DESIGNATION -  IDA 15 71
 NU0240  PID         -  NU0240
 NU0240  STATE/COUNTY-  ID/BANNOCK
 NU0240  USGS QUAD   -  ARIMO (1968)
 NU0240
 NU0240                         *CURRENT SURVEY CONTROL
 NU0240  ___________________________________________________________________
 NU0240* NAD 83(1992)-  42 30 55.27748(N)    112 10 11.12080(W)     ADJUSTED  
 NU0240* NAVD 88     -      1458.632  (meters)    4785.53   (feet)  ADJUSTED  
 NU0240  ___________________________________________________________________
 NU0240  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 NU0240  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 NU0240  DYNAMIC HT  -        1457.683 (meters)    4782.41  (feet)  COMP
 NU0240  MODELED GRAV-     979,920.3   (mgal)                       NAVD 88
 NU0240
 NU0240  HORZ ORDER  -  SECOND
 NU0240  VERT ORDER  -  SECOND    CLASS 0
 NU0240
 NU0240.The horizontal coordinates were established by classical geodetic methods
 NU0240.and adjusted by the National Geodetic Survey in July 1992..
 NU0240
 NU0240.The orthometric height was determined by differential leveling
 NU0240.and adjusted by the National Geodetic Survey in June 1991..
 NU0240
 NU0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0240
 NU0240.The geoid height was determined by GEOID03.
 NU0240
 NU0240.The dynamic height is computed by dividing the NAVD 88
 NU0240.geopotential number by the normal gravity value computed on the
 NU0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0240.degrees latitude (g = 980.6199 gals.).
 NU0240
 NU0240.The modeled gravity was interpolated from observed gravity values.
 NU0240
 NU0240;                    North         East     Units Scale Factor Converg.
 NU0240;SPC ID E     -    94,263.129   199,746.154   MT  0.99994737   -0 00 07.5
 NU0240;UTM  12      - 4,707,660.995   403,908.621   MT  0.99971360   -0 47 26.0
 NU0240
 NU0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0240!SPC ID E     -   0.99977337  x   0.99994737  =   0.99972075
 NU0240!UTM  12      -   0.99977337  x   0.99971360  =   0.99948704
 NU0240
 NU0240|---------------------------------------------------------------------|
 NU0240| PID    Reference Object                     Distance      Geod. Az  |
 NU0240|                                                           dddmmss.s |
 NU0240| NU0239 IDA 15 71 RM 1                       13.484 METERS 01037     |
 NU0240| NU0238 IDA 15 71 RM 2                       16.105 METERS 16631     |
 NU0240| CM5806 HIGHWAY 191 STA 651+42.73 301LT                    1790848.9 |
 NU0240|---------------------------------------------------------------------|
 NU0240
 NU0240                          SUPERSEDED SURVEY CONTROL
 NU0240
 NU0240  NAD 83(1986)-  42 30 55.27309(N)    112 10 11.10974(W) AD(       ) 2
 NU0240  NAD 27      -  42 30 55.57280(N)    112 10 08.23010(W) AD(       ) 2
 NU0240  NGVD 29 (??/??/92) 1457.541  (m)         4781.95   (f) ADJ UNCH    2 0
 NU0240
 NU0240.Superseded values are not recommended for survey control.
 NU0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0240.See file dsdata.txt to determine how the superseded data were derived.
 NU0240
 NU0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0390907661(NAD 83)
 NU0240_MARKER: DE = TRAVERSE STATION DISK
 NU0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0240_STAMPING: IDA 15-71 1960
 NU0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0240+STABILITY: SURFACE MOTION
 NU0240
 NU0240  HISTORY     - Date     Condition        Report By
 NU0240  HISTORY     - 1960     MONUMENTED       CGS
 NU0240  HISTORY     - 1960     GOOD             CGS
 NU0240  HISTORY     - 1965     GOOD             CGS
 NU0240
 NU0240                          STATION DESCRIPTION
 NU0240
 NU0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0240'THE STATION IS IN THE EAST RIGHT-OF-WAY OF U.S. HIGHWAYS 91 AND
 NU0240'191, ABOUT 6-1/2 MILES NORTH-NORTHWEST OF DOWNEY, 3 MILES
 NU0240'SOUTH OF ARIMO AND 1-1/2 MILES NORTH OF VIRGINIA.
 NU0240'
 NU0240'TO REACH THE STATION FROM THE POST OFFICE IN ARIMO, DRIVE
 NU0240'WEST FOR 0.3 MILE TO U.S. HIGHWAYS 91 AND 191.  TURN LEFT ONTO
 NU0240'THE HIGHWAY AND DRIVE SOUTH FOR 3.3 MILES TO THE SUMMIT OF A LONG
 NU0240'GRADE AND THE STATION ON THE LEFT.
 NU0240'
 NU0240'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD TRAVERSE
 NU0240'DISKS, STAMPED IDA 15-71 1960.  THE SURFACE MARK IS SET IN THE
 NU0240'CENTER OF THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 NU0240'IS ABOUT 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE
 NU0240'THE SURFACE OF THE GROUND.  IT IS 88.8 FEET EAST OF THE CENTER
 NU0240'OF U.S. HIGHWAYS 91 AND 191, 11.2 FEET WEST OF THE EAST HIGHWAY
 NU0240'RIGHT-OF-WAY FENCE AND 10.0 FEET SOUTH-SOUTHEAST OF A METAL
 NU0240'WITNESS POST WITH SIGN.
 NU0240'
 NU0240'REFERENCE MARK 1, A STANDARD DISK STAMPED IDA 15-71 NO 1 1960,
 NU0240'IS SET IN THE CENTER OF THE TOP OF A CYLINDRICAL CONCRETE
 NU0240'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF
 NU0240'THE GROUND.  IT IS 15 INCHES WEST OF THE EAST RIGHT-OF-WAY
 NU0240'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NU0240'
 NU0240'REFERENCE MARK 2, A STANDARD DISK STAMPED IDA 15-71 NO 2 1960,
 NU0240'IS SET IN THE CENTER OF THE TOP OF A CYLINDRICAL CONCRETE
 NU0240'MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF
 NU0240'THE GROUND.  IT IS 18 INCHES WEST OF THE EAST RIGHT-OF-WAY FENCE
 NU0240'AND ABOUT 10 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 NU0240'
 NU0240'A BANNOCK COUNTY SURVEY MARK, STAMPED P.O.T. 651+42.73 301 L.T.,
 NU0240'WAS USED AS THE AZIMUTH.  THE MARK IS A LARGE BRONZE CAP
 NU0240'RIVETED ON THE TOP OF AN IRON PIPE WHICH IS 1-INCH IN DIAMETER
 NU0240'AND PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 NU0240'IS SITUATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
 NU0240'VIRGINIA ROAD AND U.S. HIGHWAYS 91 AND 191, 50 FEET WEST OF THE
 NU0240'CENTER OF THE HIGHWAY, 31 FEET NORTH OF THE CENTER OF VIRGINIA
 NU0240'ROAD, 6 INCHES SOUTHEAST OF A CORNER FENCE POST AND 6 INCHES
 NU0240'NORTHWEST OF A STEEL WITNESS POST.
 NU0240'
 NU0240'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ON
 NU0240'U.S. HIGHWAYS 91 AND 191 FOR 0.8 MILE TO A CROSS ROAD AND THE
 NU0240'MARK ON THE RIGHT.
 NU0240
 NU0240                          STATION RECOVERY (1960)
 NU0240
 NU0240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0240'3.0 MI S FROM ARIMO.
 NU0240'0.3 MILE WEST FROM POST OFFICE AT ARIMO TO JUNCTION WITH U.S. HIGHWAY
 NU0240'91, THENCE SOUTH ON HIGHWAY 3.3 MILES TO SUMMIT OF LONG GRADE, 88.8
 NU0240'FEET EAST FROM THE CENTER OF THE HIGHWAY, 11.2 FEET WEST FROM EAST
 NU0240'RIGHT OF WAY FENCE, 10 FEET SOUTH SOUTHEAST FROM A METAL WITNESS POST
 NU0240'WITH SIGN, SET IN TOP OF A CYLINDRICAL CONCRETE MONUMENT PROJECTING
 NU0240'3-INCHES.
 NU0240
 NU0240                          STATION RECOVERY (1965)
 NU0240
 NU0240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 NU0240'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0239 ***********************************************************************
 NU0239  DESIGNATION -  IDA 15 71 RM 1
 NU0239  PID         -  NU0239
 NU0239  STATE/COUNTY-  ID/BANNOCK
 NU0239  USGS QUAD   -  ARIMO (1968)
 NU0239
 NU0239                         *CURRENT SURVEY CONTROL
 NU0239  ___________________________________________________________________
 NU0239* NAD 83(1986)-  42 30 55.     (N)    112 10 11.     (W)     SCALED    
 NU0239* NAVD 88     -      1458.535  (meters)    4785.21   (feet)  ADJUSTED  
 NU0239  ___________________________________________________________________
 NU0239  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 NU0239  DYNAMIC HT  -        1457.587 (meters)    4782.10  (feet)  COMP
 NU0239  MODELED GRAV-     979,920.4   (mgal)                       NAVD 88
 NU0239
 NU0239  VERT ORDER  -  SECOND    CLASS 0
 NU0239
 NU0239.The horizontal coordinates were scaled from a topographic map and have
 NU0239.an estimated accuracy of +/- 6 seconds.
 NU0239
 NU0239.The orthometric height was determined by differential leveling
 NU0239.and adjusted by the National Geodetic Survey in June 1991..
 NU0239
 NU0239.The geoid height was determined by GEOID03.
 NU0239
 NU0239.The dynamic height is computed by dividing the NAVD 88
 NU0239.geopotential number by the normal gravity value computed on the
 NU0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0239.degrees latitude (g = 980.6199 gals.).
 NU0239
 NU0239.The modeled gravity was interpolated from observed gravity values.
 NU0239
 NU0239;                    North         East    Units  Estimated Accuracy
 NU0239;SPC ID E     -    94,260.      199,750.      MT  (+/- 180 meters Scaled)
 NU0239
 NU0239                          SUPERSEDED SURVEY CONTROL
 NU0239
 NU0239  NGVD 29 (??/??/92) 1457.445  (m)         4781.63   (f) ADJ UNCH    2 0
 NU0239
 NU0239.Superseded values are not recommended for survey control.
 NU0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0239.See file dsdata.txt to determine how the superseded data were derived.
 NU0239
 NU0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN039076(NAD 83)
 NU0239_MARKER: DR = REFERENCE MARK DISK
 NU0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0239_STAMPING: IDA 15-71 NO 1 1960
 NU0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0239+STABILITY: SURFACE MOTION
 NU0239
 NU0239  HISTORY     - Date     Condition        Report By
 NU0239  HISTORY     - 1960     MONUMENTED       CGS
 NU0239
 NU0239                          STATION DESCRIPTION
 NU0239
 NU0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0239'3.0 MI S FROM ARIMO.
 NU0239'0.3 MILE WEST FROM THE POST OFFICE AT ARIMO TO JUNCTION WITH U.S.
 NU0239'HIGHWAY 91, THENCE SOUTH ON THE HIGHWAY 3.3 MILES TO SUMMIT OF LONG
 NU0239'GRADE AND EAST FROM THE HIGHWAY, 44.2 FEET NORTH NORTHEAST FROM
 NU0239'TRAVERSE STATION MARK IDA 15-71, 1 FOOT WEST FROM THE RIGHT OF WAY
 NU0239'FENCE, SET IN TOP OF A CYLINDRICAL CONCRETE MONUMENT PROJECTING
 NU0239'4-INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0238 ***********************************************************************
 NU0238  DESIGNATION -  IDA 15 71 RM 2
 NU0238  PID         -  NU0238
 NU0238  STATE/COUNTY-  ID/BANNOCK
 NU0238  USGS QUAD   -  ARIMO (1968)
 NU0238
 NU0238                         *CURRENT SURVEY CONTROL
 NU0238  ___________________________________________________________________
 NU0238* NAD 83(1986)-  42 30 55.     (N)    112 10 11.     (W)     SCALED    
 NU0238* NAVD 88     -      1458.544  (meters)    4785.24   (feet)  ADJUSTED  
 NU0238  ___________________________________________________________________
 NU0238  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 NU0238  DYNAMIC HT  -        1457.596 (meters)    4782.13  (feet)  COMP
 NU0238  MODELED GRAV-     979,920.4   (mgal)                       NAVD 88
 NU0238
 NU0238  VERT ORDER  -  SECOND    CLASS 0
 NU0238
 NU0238.The horizontal coordinates were scaled from a topographic map and have
 NU0238.an estimated accuracy of +/- 6 seconds.
 NU0238
 NU0238.The orthometric height was determined by differential leveling
 NU0238.and adjusted by the National Geodetic Survey in June 1991..
 NU0238
 NU0238.The geoid height was determined by GEOID03.
 NU0238
 NU0238.The dynamic height is computed by dividing the NAVD 88
 NU0238.geopotential number by the normal gravity value computed on the
 NU0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0238.degrees latitude (g = 980.6199 gals.).
 NU0238
 NU0238.The modeled gravity was interpolated from observed gravity values.
 NU0238
 NU0238;                    North         East    Units  Estimated Accuracy
 NU0238;SPC ID E     -    94,260.      199,750.      MT  (+/- 180 meters Scaled)
 NU0238
 NU0238                          SUPERSEDED SURVEY CONTROL
 NU0238
 NU0238  NGVD 29 (??/??/92) 1457.454  (m)         4781.66   (f) ADJ UNCH    2 0
 NU0238
 NU0238.Superseded values are not recommended for survey control.
 NU0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0238.See file dsdata.txt to determine how the superseded data were derived.
 NU0238
 NU0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN039076(NAD 83)
 NU0238_MARKER: DR = REFERENCE MARK DISK
 NU0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0238_STAMPING: IDA 15-71 NO 2 1960
 NU0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0238+STABILITY: SURFACE MOTION
 NU0238
 NU0238  HISTORY     - Date     Condition        Report By
 NU0238  HISTORY     - 1960     MONUMENTED       CGS
 NU0238
 NU0238                          STATION DESCRIPTION
 NU0238
 NU0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0238'3.0 MI S FROM ARIMO.
 NU0238'0.3 MILE WEST FROM POST OFFICE AT ARIMO TO JUNCTION WITH U.S. HIGHWAY
 NU0238'91, THENCE SOUTH ON THE HIGHWAY 3.3 MILE TO SUMMIT OF LONG GRADE AND
 NU0238'EAST FROM THE HIGHWAY, 52.8 FEET SOUTH SOUTHEAST FROM TRAVERSE STATION
 NU0238'IDA 15-71, 1.5 FEET WEST FROM THE RIGHT OF WAY FENCE, SET IN TOP OF A
 NU0238'CYLINDRICAL CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND
 NU0238'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0234 ***********************************************************************
 NU0234  DESIGNATION -  IDA 15 72
 NU0234  PID         -  NU0234
 NU0234  STATE/COUNTY-  ID/BANNOCK
 NU0234  USGS QUAD   -  ARIMO (1968)
 NU0234
 NU0234                         *CURRENT SURVEY CONTROL
 NU0234  ___________________________________________________________________
 NU0234* NAD 83(1992)-  42 33 39.53264(N)    112 10 35.45906(W)     ADJUSTED  
 NU0234* NAVD 88     -      1443.158  (meters)    4734.76   (feet)  ADJUSTED  
 NU0234  ___________________________________________________________________
 NU0234  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 NU0234  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NU0234  DYNAMIC HT  -        1442.240 (meters)    4731.75  (feet)  COMP
 NU0234  MODELED GRAV-     979,934.5   (mgal)                       NAVD 88
 NU0234
 NU0234  HORZ ORDER  -  SECOND
 NU0234  VERT ORDER  -  SECOND    CLASS 0
 NU0234
 NU0234.The horizontal coordinates were established by classical geodetic methods
 NU0234.and adjusted by the National Geodetic Survey in July 1992..
 NU0234
 NU0234.The orthometric height was determined by differential leveling
 NU0234.and adjusted by the National Geodetic Survey in June 1991..
 NU0234
 NU0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0234
 NU0234.The geoid height was determined by GEOID03.
 NU0234
 NU0234.The dynamic height is computed by dividing the NAVD 88
 NU0234.geopotential number by the normal gravity value computed on the
 NU0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0234.degrees latitude (g = 980.6199 gals.).
 NU0234
 NU0234.The modeled gravity was interpolated from observed gravity values.
 NU0234
 NU0234;                    North         East     Units Scale Factor Converg.
 NU0234;SPC ID E     -    99,331.260   199,191.191   MT  0.99994738   -0 00 24.0
 NU0234;UTM  12      - 4,712,735.102   403,423.598   MT  0.99971475   -0 47 45.0
 NU0234
 NU0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0234!SPC ID E     -   0.99977578  x   0.99994738  =   0.99972317
 NU0234!UTM  12      -   0.99977578  x   0.99971475  =   0.99949059
 NU0234
 NU0234|---------------------------------------------------------------------|
 NU0234| PID    Reference Object                     Distance      Geod. Az  |
 NU0234|                                                           dddmmss.s |
 NU0234| NU1523 ARIMO LDS CHURCH SPIRE              240.100 METERS 08409     |
 NU0234| NU0235 IDA 15 72 RM 1                       11.417 METERS 15501     |
 NU0234| NU0233 IDA 15 72 RM 2                       11.826 METERS 33748     |
 NU0234|---------------------------------------------------------------------|
 NU0234
 NU0234                          SUPERSEDED SURVEY CONTROL
 NU0234
 NU0234  NAD 83(1986)-  42 33 39.52767(N)    112 10 35.44685(W) AD(       ) 2
 NU0234  NAD 27      -  42 33 39.83010(N)    112 10 32.56570(W) AD(       ) 2
 NU0234  NGVD 29 (??/??/92) 1442.084  (m)         4731.24   (f) ADJ UNCH    2 0
 NU0234
 NU0234.Superseded values are not recommended for survey control.
 NU0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0234.See file dsdata.txt to determine how the superseded data were derived.
 NU0234
 NU0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0342412735(NAD 83)
 NU0234_MARKER: DE = TRAVERSE STATION DISK
 NU0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0234_STAMPING: IDA 15-72 1960
 NU0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0234+STABILITY: SURFACE MOTION
 NU0234
 NU0234  HISTORY     - Date     Condition        Report By
 NU0234  HISTORY     - 1960     MONUMENTED       CGS
 NU0234  HISTORY     - 1960     GOOD             CGS
 NU0234  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NU0234  HISTORY     - 1968     MARK NOT FOUND   USGS
 NU0234
 NU0234                          STATION DESCRIPTION
 NU0234
 NU0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0234'THE STATION IS NEAR THE WEST EDGE OF THE VILLAGE OF ARIMO, 9
 NU0234'MILES NORTH OF DOWNEY, 6 MILES SOUTH OF MC CAMMON AND 0.3
 NU0234'MILES WEST OF THE POST OFFICE IN ARIMO.  IT IS ON THE TOP
 NU0234'EDGE OF THE BLUFF LYING IN A NORTH-SOUTH DIRECTION ALONG THE EAST
 NU0234'SIDE OF THE MARSH CREEK VALLEY, ABOUT 200 FEET WEST OF U.S.
 NU0234'HIGHWAYS 91 AND 191 AND ON THE SOUTH SIDE OF A MACADAM SURFACED
 NU0234'ROAD WHICH DESCENDS INTO THE VALLEY.
 NU0234'
 NU0234'TO REACH THE STATION FROM THE POST OFFICE IN ARIMO, DRIVE
 NU0234'WEST ON THE MACADAM SURFACED ROAD FOR 0.25 MILE TO ITS JUNCTION
 NU0234'WITH U.S. HIGHWAYS 91 AND 191.  CROSS THE HIGHWAY AND CONTINUE
 NU0234'WEST ON THE MACADAM ROAD FOR 0.05 MILE TO THE TOP OF A STEEP
 NU0234'DESCENT AND THE STATION ON THE LEFT.
 NU0234'
 NU0234'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD TRAVERSE
 NU0234'DISKS, STAMPED IDA 15-72 1960.  THE SURFACE MARK IS SET IN THE
 NU0234'TOP OF A CYLINDRICAL CONCRETE POST WHICH IS 12 INCHES IN DIAMETER
 NU0234'AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 NU0234'104.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHEVRON
 NU0234'SERVICE STATION OPERATED BY MR. CON THOMAS, 52.0 FEET SOUTH
 NU0234'OF THE CENTER OF THE MACADAM ROAD, 9.0 FEET SOUTH OF TELEPHONE
 NU0234'POLE NO. 3-1 AND 5.5 FEET WEST OF A METAL WITNESS POST WITH
 NU0234'SIGN.
 NU0234'
 NU0234'REFERENCE MARK 1, A STANDARD DISK STAMPED IDA 15-72 NO 1 1960,
 NU0234'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS 12
 NU0234'INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE SURFACE OF
 NU0234'THE GROUND.  IT IS 6.0 FEET WEST OF A JUNCTION POLE OF A
 NU0234'NORTH-SOUTH AND EAST-WEST POWER LINE.
 NU0234'
 NU0234'REFERENCE MARK 2, A STANDARD DISK STAMPED IDA 15-72 NO 2 1960,
 NU0234'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS 12
 NU0234'INCHES IN DIAMETER AND PROJECTS 10 INCHES ABOVE THE SURFACE OF
 NU0234'THE GROUND.  IT IS 26.0 FEET SOUTH OF THE CENTER OF THE MACADAM
 NU0234'ROAD AND 4.0 FEET NORTHWEST OF THE SOUTHEAST END OF A GUARD RAIL.
 NU0234
 NU0234                          STATION RECOVERY (1960)
 NU0234
 NU0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0234'0.3 MI W FROM ARIMO.
 NU0234'0.25 MILE WEST FROM THE POST OFFICE AT ARIMO TO JUNCTION WITH U.S.
 NU0234'HIGHWAY 91, ACROSS THE HIGHWAY WEST 0.05 MILE TO WHERE ROAD BEGINS A
 NU0234'STEEP DESENT, AND THE MARK TO THE SOUTH, 104.5 FEET SOUTH SOUTHWEST OF
 NU0234'THE SOUTHWEST CORNER OF CHEVRON SERVICE STATION, 52 FEET SOUTH FROM
 NU0234'THE CENTER OF MACADAM ROAD, 9 FEET SOUTH FROM TELEPHONE POLE NUMBERED
 NU0234'3-1, 5.5 FEET WEST FROM METAL WITNESS POST WITH SIGN, SET IN A
 NU0234'CYLINDRICAL CONCRETE POST PROJECTING 6-INCHES ABOVE THE GROUND.
 NU0234
 NU0234                          STATION RECOVERY (1965)
 NU0234
 NU0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 NU0234'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 NU0234'WERE DESTROYED AT THE REQUEST OF THE PROPERTY OWNER.
 NU0234'
 NU0234'STATION IDA 15 72 2 WAS ESTABLISHED.  SEE DESCRIPTION THEREOF.
 NU0234
 NU0234                          STATION RECOVERY (1968)
 NU0234
 NU0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1522 ***********************************************************************
 NU1522  DESIGNATION -  IDA 15 72 2
 NU1522  PID         -  NU1522
 NU1522  STATE/COUNTY-  ID/BANNOCK
 NU1522  USGS QUAD   -  ARIMO (1968)
 NU1522
 NU1522                         *CURRENT SURVEY CONTROL
 NU1522  ___________________________________________________________________
 NU1522* NAD 83(1992)-  42 33 39.61858(N)    112 10 34.31814(W)     ADJUSTED  
 NU1522* NAVD 88     -      1443.     (meters)    4734.     (feet)  SCALED    
 NU1522  ___________________________________________________________________
 NU1522  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 NU1522  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NU1522
 NU1522  HORZ ORDER  -  THIRD
 NU1522
 NU1522.The horizontal coordinates were established by classical geodetic methods
 NU1522.and adjusted by the National Geodetic Survey in July 1992..
 NU1522.No horizontal observational check was made to the station.
 NU1522
 NU1522.The orthometric height was scaled from a topographic map.
 NU1522
 NU1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1522
 NU1522.The geoid height was determined by GEOID03.
 NU1522
 NU1522;                    North         East     Units Scale Factor Converg.
 NU1522;SPC ID E     -    99,333.908   199,217.215   MT  0.99994738   -0 00 23.2
 NU1522;UTM  12      - 4,712,737.392   403,449.650   MT  0.99971469   -0 47 44.2
 NU1522
 NU1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1522!SPC ID E     -   0.99977579  x   0.99994738  =   0.99972318
 NU1522!UTM  12      -   0.99977579  x   0.99971469  =   0.99949054
 NU1522
 NU1522|---------------------------------------------------------------------|
 NU1522| PID    Reference Object                     Distance      Geod. Az  |
 NU1522|                                                           dddmmss.s |
 NU1522| CM4895 IDA 15 72 2 RM 3                     25.956 METERS 02929     |
 NU1522| NU1523 ARIMO LDS CHURCH SPIRE              213.940 METERS 08409     |
 NU1522| NU0240 IDA 15 71                           APPROX. 5.1 KM 1740218.6 |
 NU1522| NU0234 IDA 15 72                            26.160 METERS 26411     |
 NU1522| CM4896 IDA 15 72 2 RM 4                     27.170 METERS 32734     |
 NU1522|---------------------------------------------------------------------|
 NU1522
 NU1522                          SUPERSEDED SURVEY CONTROL
 NU1522
 NU1522  NAD 83(1986)-  42 33 39.61361(N)    112 10 34.30593(W) AD(       ) 3
 NU1522  NAD 27      -  42 33 39.91602(N)    112 10 31.42503(W) AD(       ) 3
 NU1522
 NU1522.Superseded values are not recommended for survey control.
 NU1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1522.See file dsdata.txt to determine how the superseded data were derived.
 NU1522
 NU1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0345012737(NAD 83)
 NU1522_MARKER: DS = TRIANGULATION STATION DISK
 NU1522_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NU1522
 NU1522  HISTORY     - Date     Condition        Report By
 NU1522  HISTORY     - 1965     MONUMENTED       CGS
 NU1522
 NU1522                          STATION DESCRIPTION
 NU1522
 NU1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (PAS)
 NU1522'THE STATION IS AT THE WEST EDGE OF ARIMO ON LAND OWNED BY MR. CON
 NU1522'THOMAS, WHO OWNS AND OPERATES THE NEARBY CHEVRON SERVICE STATION.
 NU1522'
 NU1522'TO REACH THE STATION FROM THE ARIMO, POST OFFICE GO WEST ON THE
 NU1522'MACADAM STREET FOR 0.25 MILE TO THE JUNCTION WITH U.S. HIGHWAYS
 NU1522'91 AND 191, CROSS HIGHWAY AND CONTINUE WEST FOR 112 FEET
 NU1522'TO THE STATION.
 NU1522'
 NU1522'THE STATION MARK, STAMPED IDA 15 72 2 1965, IS A STANDARD
 NU1522'DISK SET IN AN IRREGULAR MASS OF CONCRETE IN A PORTION OF
 NU1522'ABANDONED MACADAM ROAD.  IT IS 112 FEET WEST OF THE CENTER LINE
 NU1522'OF U.S. HIGHWAYS 91 AND 191, 94 FEET SOUTH OF THE SOUTHEAST
 NU1522'CORNER OF CONS SERVICE STATION, 82 FEET EAST OF A TELEPHONE
 NU1522'BRACE POLE AND 78 FEET NORTHEAST OF A POWER POLE WHERE THE POWER
 NU1522'LINE MAKES A RIGHT ANGLE, SET FLUSH WITH THE ABANDONED MACADAM
 NU1522'ROAD.
 NU1522'
 NU1522'REFERENCE MARK NO. 3, STAMPED IDA 15 72 2 NO 3 1965, IS A
 NU1522'STANDARD DISK CEMENTED IN A DRILL HOLE AT THE SOUTHEAST CORNER
 NU1522'OF THE DRIVEWAY TO THE SERVICE STATION, 63 FEET WEST OF THE
 NU1522'CENTER OF U.S. HIGHWAYS 91 AND 191, 46 FEET SOUTHEAST OF THE
 NU1522'SOUTHEAST CORNER OF THE SERVICE STATION, 9 FEET SOUTH OF A
 NU1522'DRINKING FOUNTAIN AND 0.9 FOOT NORTHWEST OF THE SOUTHEAST
 NU1522'CORNER OF THE DRIVEWAY.
 NU1522'
 NU1522'REFERENCE MARK NO. 4, STAMPED IDA 15 72 2 NO 4 1965, IS A STANDARD
 NU1522'DISK CEMENTED IN A DRILL HOLE AT THE SOUTHWEST CORNER OF THE
 NU1522'DRIVEWAY TO THE SERVICE STATION, 27 FEET SOUTHEAST OF A LIGHT
 NU1522'POLE AND 10 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SERVICE
 NU1522'STATION.
 NU1522'
 NU1522'DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 89.70 FEET.
 NU1522'
 NU1522'THE ARIMO LDS CHURCH SPIRE MAY BE USED FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0235 ***********************************************************************
 NU0235  DESIGNATION -  IDA 15 72 RM 1
 NU0235  PID         -  NU0235
 NU0235  STATE/COUNTY-  ID/BANNOCK
 NU0235  USGS QUAD   -  ARIMO (1968)
 NU0235
 NU0235                         *CURRENT SURVEY CONTROL
 NU0235  ___________________________________________________________________
 NU0235* NAD 83(1986)-  42 33 40.     (N)    112 10 35.     (W)     SCALED    
 NU0235* NAVD 88     -      1442.772  (meters)    4733.49   (feet)  ADJUSTED  
 NU0235  ___________________________________________________________________
 NU0235  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NU0235  DYNAMIC HT  -        1441.854 (meters)    4730.48  (feet)  COMP
 NU0235  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 NU0235
 NU0235  VERT ORDER  -  SECOND    CLASS 0
 NU0235
 NU0235.The horizontal coordinates were scaled from a topographic map and have
 NU0235.an estimated accuracy of +/- 6 seconds.
 NU0235
 NU0235.The orthometric height was determined by differential leveling
 NU0235.and adjusted by the National Geodetic Survey in June 1991..
 NU0235
 NU0235.The geoid height was determined by GEOID03.
 NU0235
 NU0235.The dynamic height is computed by dividing the NAVD 88
 NU0235.geopotential number by the normal gravity value computed on the
 NU0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0235.degrees latitude (g = 980.6199 gals.).
 NU0235
 NU0235.The modeled gravity was interpolated from observed gravity values.
 NU0235
 NU0235;                    North         East    Units  Estimated Accuracy
 NU0235;SPC ID E     -    99,350.      199,200.      MT  (+/- 180 meters Scaled)
 NU0235
 NU0235                          SUPERSEDED SURVEY CONTROL
 NU0235
 NU0235  NGVD 29 (??/??/92) 1441.698  (m)         4729.97   (f) ADJ UNCH    2 0
 NU0235
 NU0235.Superseded values are not recommended for survey control.
 NU0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0235.See file dsdata.txt to determine how the superseded data were derived.
 NU0235
 NU0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN034127(NAD 83)
 NU0235_MARKER: DR = REFERENCE MARK DISK
 NU0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0235_STAMPING: IDA 15-72 NO 1 1960
 NU0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0235+STABILITY: SURFACE MOTION
 NU0235
 NU0235  HISTORY     - Date     Condition        Report By
 NU0235  HISTORY     - 1960     MONUMENTED       CGS
 NU0235
 NU0235                          STATION DESCRIPTION
 NU0235
 NU0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0235'0.3 MI W FROM ARIMO.
 NU0235'0.25 MILE WEST FROM THE POST OFFICE AT ARIMO TO JUNCTION WITH U.S.
 NU0235'HIGHWAY 91, ACROSS HIGHWAY WEST 0.05 MILE TO BEGINNING OF STEEP
 NU0235'DESCENT, AND SOUTH FROM THE ROAD, 37.5 FEET SOUTHEAST FROM TRAVERSE
 NU0235'STATION IDA 15-72, 6 FEET WEST FROM JUNCTION POLE IN POWER LINE, SET
 NU0235'IN A CYLINDRICAL CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0233 ***********************************************************************
 NU0233  DESIGNATION -  IDA 15 72 RM 2
 NU0233  PID         -  NU0233
 NU0233  STATE/COUNTY-  ID/BANNOCK
 NU0233  USGS QUAD   -  ARIMO (1968)
 NU0233
 NU0233                         *CURRENT SURVEY CONTROL
 NU0233  ___________________________________________________________________
 NU0233* NAD 83(1986)-  42 33 40.     (N)    112 10 35.     (W)     SCALED    
 NU0233* NAVD 88     -      1443.295  (meters)    4735.21   (feet)  ADJUSTED  
 NU0233  ___________________________________________________________________
 NU0233  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NU0233  DYNAMIC HT  -        1442.377 (meters)    4732.20  (feet)  COMP
 NU0233  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 NU0233
 NU0233  VERT ORDER  -  SECOND    CLASS 0
 NU0233
 NU0233.The horizontal coordinates were scaled from a topographic map and have
 NU0233.an estimated accuracy of +/- 6 seconds.
 NU0233
 NU0233.The orthometric height was determined by differential leveling
 NU0233.and adjusted by the National Geodetic Survey in June 1991..
 NU0233
 NU0233.The geoid height was determined by GEOID03.
 NU0233
 NU0233.The dynamic height is computed by dividing the NAVD 88
 NU0233.geopotential number by the normal gravity value computed on the
 NU0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0233.degrees latitude (g = 980.6199 gals.).
 NU0233
 NU0233.The modeled gravity was interpolated from observed gravity values.
 NU0233
 NU0233;                    North         East    Units  Estimated Accuracy
 NU0233;SPC ID E     -    99,350.      199,200.      MT  (+/- 180 meters Scaled)
 NU0233
 NU0233                          SUPERSEDED SURVEY CONTROL
 NU0233
 NU0233  NGVD 29 (??/??/92) 1442.221  (m)         4731.69   (f) ADJ UNCH    2 0
 NU0233
 NU0233.Superseded values are not recommended for survey control.
 NU0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0233.See file dsdata.txt to determine how the superseded data were derived.
 NU0233
 NU0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN034127(NAD 83)
 NU0233_MARKER: DR = REFERENCE MARK DISK
 NU0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0233_STAMPING: IDA 15-72 NO 2 1960
 NU0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0233+STABILITY: SURFACE MOTION
 NU0233
 NU0233  HISTORY     - Date     Condition        Report By
 NU0233  HISTORY     - 1960     MONUMENTED       CGS
 NU0233
 NU0233                          STATION DESCRIPTION
 NU0233
 NU0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0233'0.3 MI W FROM ARIMO.
 NU0233'0.3 MILE WEST FROM THE POST OFFICE AT ARIMO TO JUNCTION WITH U.S.
 NU0233'HIGHWAY 91, ACROSS HIGHWAY WEST 0.05 MILE TO BEGINNING OF STEEL
 NU0233'DESCENT, AND SOUTH FROM THE ROAD, 26 FEET SOUTH FROM THE CENTER OF THE
 NU0233'ROAD, 4 FEET NORTHWEST OF THE SOUTHEAST END OF GUARD RAIL, 38.8 FEET
 NU0233'NORTH NORTHWEST FROM TRAVERSE STATION IDA 15-72, AND SET IN A
 NU0233'CYLINDRICAL CONCRETE POST PROJECTING 10-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0229 ***********************************************************************
 NU0229  DESIGNATION -  IDA 15 73
 NU0229  PID         -  NU0229
 NU0229  STATE/COUNTY-  ID/BANNOCK
 NU0229  USGS QUAD   -  ARIMO (1968)
 NU0229
 NU0229                         *CURRENT SURVEY CONTROL
 NU0229  ___________________________________________________________________
 NU0229* NAD 83(1992)-  42 36 11.15946(N)    112 11 39.82248(W)     ADJUSTED  
 NU0229* NAVD 88     -      1460.078  (meters)    4790.27   (feet)  ADJUSTED  
 NU0229  ___________________________________________________________________
 NU0229  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 NU0229  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 NU0229  DYNAMIC HT  -        1459.155 (meters)    4787.24  (feet)  COMP
 NU0229  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 NU0229
 NU0229  HORZ ORDER  -  SECOND
 NU0229  VERT ORDER  -  SECOND    CLASS 0
 NU0229
 NU0229.The horizontal coordinates were established by classical geodetic methods
 NU0229.and adjusted by the National Geodetic Survey in July 1992..
 NU0229
 NU0229.The orthometric height was determined by differential leveling
 NU0229.and adjusted by the National Geodetic Survey in June 1991..
 NU0229
 NU0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0229
 NU0229.The geoid height was determined by GEOID03.
 NU0229
 NU0229.The dynamic height is computed by dividing the NAVD 88
 NU0229.geopotential number by the normal gravity value computed on the
 NU0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0229.degrees latitude (g = 980.6199 gals.).
 NU0229
 NU0229.The modeled gravity was interpolated from observed gravity values.
 NU0229
 NU0229;                    North         East     Units Scale Factor Converg.
 NU0229;SPC ID E     -   104,010.063   197,724.615   MT  0.99994743   -0 01 07.6
 NU0229;UTM  12      - 4,717,432.583   402,021.953   MT  0.99971811   -0 48 30.8
 NU0229
 NU0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0229!SPC ID E     -   0.99977310  x   0.99994743  =   0.99972055
 NU0229!UTM  12      -   0.99977310  x   0.99971811  =   0.99949128
 NU0229
 NU0229|---------------------------------------------------------------------|
 NU0229| PID    Reference Object                     Distance      Geod. Az  |
 NU0229|                                                           dddmmss.s |
 NU0229| NU0228 IDA 15 73 RM 1                        9.133 METERS 01528     |
 NU0229| NU0227 IDA 15 73 AZ MK                                    0422452.8 |
 NU0229| NU0230 IDA 15 73 RM 2                        7.506 METERS 24844     |
 NU0229|---------------------------------------------------------------------|
 NU0229
 NU0229                          SUPERSEDED SURVEY CONTROL
 NU0229
 NU0229  NAD 83(1986)-  42 36 11.15418(N)    112 11 39.80919(W) AD(       ) 2
 NU0229  NAD 27      -  42 36 11.45890(N)    112 11 36.92590(W) AD(       ) 2
 NU0229  NGVD 29 (??/??/92) 1459.002  (m)         4786.74   (f) ADJ UNCH    2 0
 NU0229
 NU0229.Superseded values are not recommended for survey control.
 NU0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0229.See file dsdata.txt to determine how the superseded data were derived.
 NU0229
 NU0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0202217433(NAD 83)
 NU0229_MARKER: DE = TRAVERSE STATION DISK
 NU0229_SETTING: 66 = SET IN ROCK OUTCROP
 NU0229_SP_SET: LAVA BEDROCK
 NU0229_STAMPING: IDA 15-73 1960
 NU0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0229+STABILITY: POSITION/ELEVATION WELL
 NU0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0229+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2003
 NU0229
 NU0229  HISTORY     - Date     Condition        Report By
 NU0229  HISTORY     - 1960     MONUMENTED       CGS
 NU0229  HISTORY     - 1960     GOOD             CGS
 NU0229  HISTORY     - 1968     GOOD             USGS
 NU0229  HISTORY     - 20031219 GOOD             IDTD
 NU0229
 NU0229                          STATION DESCRIPTION
 NU0229
 NU0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0229'THE STATION IS 3.5 MILES SOUTH-SOUTHWEST OF MC CAMMON,
 NU0229'0.25 MILE WEST OF U.S. HIGHWAYS 91 AND 191, ALONG THE INTERSTATE
 NU0229'ROUTE, 155 FEET WEST OF THE CENTER LINE OPPOSITE HIGHWAY
 NU0229'STATION 282+67 AND ON THE SUMMIT OF A SAGE AND LAVA COVERED
 NU0229'LOW ELEVATION.
 NU0229'
 NU0229'TO REACH THE STATION FROM MC CAMMON, PROCEED SOUTHERLY ALONG
 NU0229'U.S. HIGHWAYS 91 AND 191 FOR 3.15 MILE TO THE AZIMUTH MARK ON
 NU0229'THE LEFT, CONTINUE SOUTH FOR 0.15 MILE TO A WIRE GATE ON
 NU0229'THE RIGHT, TURN RIGHT, WEST, THROUGH THE GATE AND FOLLOW THE
 NU0229'TRACK ROAD FOR 0.3 MILES.  FROM HERE THE STATION IS 0.25 MILES
 NU0229'SOUTH THROUGH A DRAW AND TALL SAGE BRUSH ON THE HIGHEST POINT
 NU0229'IN THE AREA, 150 FEET NORTH OF A SECTION LINE FENCE AND 9.5
 NU0229'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU0229'
 NU0229'THE STATION MARK, STAMPED IDA 15-73 1960, IS A STANDARD TRAVERSE
 NU0229'DISK CEMENTED IN A DRILL HOLE IN THE LAVA BEDROCK FLUSH
 NU0229'WITH THE SURROUNDING AREA.
 NU0229'
 NU0229'REFERENCE MARK 1, STAMPED IDA 15-73 NO 1 1960, IS A STANDARD
 NU0229'DISK CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE, 21
 NU0229'FEET NORTH OF THE METAL WITNESS POST AND LEVEL WITH THE
 NU0229'STATION.
 NU0229'
 NU0229'REFERENCE MARK 2, STAMPED IDA 15-73 NO 2 1960, IS A STANDARD
 NU0229'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 4
 NU0229'INCHES, 29 FEET SOUTHWEST OF THE METAL WITNESS POST AND LEVEL
 NU0229'WITH THE STATION.
 NU0229'
 NU0229'THE AZIMUTH MARK, STAMPED IDA 15-73 1960, IS A STANDARD DISK
 NU0229'CEMENTED IN A DRILL HOLE IN LAVA BEDROCK FLUSH WITH THE SURFACE.
 NU0229'IT IS 0.3 MILE NORTHEAST OF THE STATION AT RAILROAD MILE POST
 NU0229'108, 42 FEET EAST OF THE EAST RAIL, 17.5 FEET SOUTHEAST OF A
 NU0229'TELEPHONE POLE AND 6 FEET WEST OF THE EAST RAILROAD RIGHT OF
 NU0229'WAY FENCE LINE.
 NU0229
 NU0229                          STATION RECOVERY (1960)
 NU0229
 NU0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0229'3.5 MI S FROM MCCAMMON.
 NU0229'3.3 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT MCCAMMON
 NU0229'TO A WIRE GATE, THENCE OFF THE HIGHWAY WEST THROUGH GATE ON TRACK ROAD
 NU0229'0.3 MILE, THEN THROUGH A DRAW AND TALL SAGE BRUSH CROSS COUNTRY 0.25
 NU0229'MILE TO THE HIGHEST ELEVATION, 150 FEET NORTH FROM A SECTION LINE
 NU0229'FENCE, 9.5 FEET SOUTH FROM A METAL WITNESS POST WITH SIGN, CEMENTED IN
 NU0229'A DRILL HOLE IN THE LAVA BEDROCK AND FLUSH WITH THE GROUND. STATION IS
 NU0229'ABOUT 155 FEET WEST FROM THE CENTER LINE OF THE PROPOSED HIGHWAY ROUTE
 NU0229'NEAR STATION 282 + 67.
 NU0229
 NU0229                          STATION RECOVERY (1968)
 NU0229
 NU0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU0229'TO REACH FROM POST OFFICE IN MCCAMMON, PROCEED
 NU0229'SOUTHERLY ALONG OLD U.S. HIGHWAY 91 AND 191 FOR 2.6 MI., TURN RIGHT
 NU0229'(W.) ON PAVED RD. LEADING TO FREEWAY, THENCE 0.4 MI. TO FREEWAY,
 NU0229'TURN LEFT (S.) ON INTERSTATE 15, THENCE 1.1 MI. S. ALONG INTERSTATE
 NU0229'15 TO LARGE ROCK CUT FOR FREEWAY AND STATION ON RIGHT, 94 FT. W.
 NU0229'OF CENTERLINE FOR S. BOUND TRAFFIC LANE AND 6 FT. E. OF W.
 NU0229'RIGHT-OF-WAY FENCE.
 NU0229'
 NU0229'STATION MARK--A STANDARD TRAVERSE DISK STAMPED---IDA 15-73 1960---,
 NU0229'CEMENTED IN A DRILL HOLE IN THE LAVA BEDROCK FLUSH WITH THE
 NU0229'SURROUNDING AREA.
 NU0229
 NU0229                          STATION RECOVERY (2003)
 NU0229
 NU0229'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0229'THE MARK IS WITHIN THE RIGHT-OF-WAY OF INTERSTATE 15 ABOUT 137 METERS
 NU0229'(450 FT.) NORTH OF MILEPOST 43.  DUE TO ITS LOCATION WITHIN THE
 NU0229'RIGHT-OF-WAY OF I-15, THE IDAHO TRANSPORTATION DEPARTMENT, P.O. BOX
 NU0229'4700, POCATELLO, IDAHO 83205 (PHONE 208-239-3300) SHOULD BE CONTACTED
 NU0229'FOR PERMISSION TO ACCESS THE SITE PRIOR TO OCCUPATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0227 ***********************************************************************
 NU0227  DESIGNATION -  IDA 15 73 AZ MK
 NU0227  PID         -  NU0227
 NU0227  STATE/COUNTY-  ID/BANNOCK
 NU0227  USGS QUAD   -  ARIMO (1968)
 NU0227
 NU0227                         *CURRENT SURVEY CONTROL
 NU0227  ___________________________________________________________________
 NU0227* NAD 83(1986)-  42 36 23.     (N)    112 11 26.     (W)     SCALED    
 NU0227* NAVD 88     -      1457.268  (meters)    4781.05   (feet)  ADJUSTED  
 NU0227  ___________________________________________________________________
 NU0227  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 NU0227  DYNAMIC HT  -        1456.349 (meters)    4778.04  (feet)  COMP
 NU0227  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 NU0227
 NU0227  VERT ORDER  -  FIRST     CLASS I
 NU0227
 NU0227.The horizontal coordinates were scaled from a topographic map and have
 NU0227.an estimated accuracy of +/- 6 seconds.
 NU0227
 NU0227.The orthometric height was determined by differential leveling
 NU0227.and adjusted by the National Geodetic Survey in June 1991..
 NU0227
 NU0227.The geoid height was determined by GEOID03.
 NU0227
 NU0227.The dynamic height is computed by dividing the NAVD 88
 NU0227.geopotential number by the normal gravity value computed on the
 NU0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0227.degrees latitude (g = 980.6199 gals.).
 NU0227
 NU0227.The modeled gravity was interpolated from observed gravity values.
 NU0227
 NU0227;                    North         East    Units  Estimated Accuracy
 NU0227;SPC ID E     -   104,380.      198,040.      MT  (+/- 180 meters Scaled)
 NU0227
 NU0227                          SUPERSEDED SURVEY CONTROL
 NU0227
 NU0227  NGVD 29 (??/??/92) 1456.192  (m)         4777.52   (f) ADJ UNCH    1 1
 NU0227
 NU0227.Superseded values are not recommended for survey control.
 NU0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0227.See file dsdata.txt to determine how the superseded data were derived.
 NU0227
 NU0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN023177(NAD 83)
 NU0227_MARKER: DZ = AZIMUTH MARK DISK
 NU0227_SETTING: 66 = SET IN ROCK OUTCROP
 NU0227_SP_SET: LAVA OUTCROP
 NU0227_STAMPING: IDA 15-73 1960
 NU0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0227+STABILITY: POSITION/ELEVATION WELL
 NU0227
 NU0227  HISTORY     - Date     Condition        Report By
 NU0227  HISTORY     - 1960     MONUMENTED       CGS
 NU0227  HISTORY     - 1967     GOOD             NGS
 NU0227
 NU0227                          STATION DESCRIPTION
 NU0227
 NU0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0227'3.2 MI S FROM MCCAMMON.
 NU0227'3.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0227'MCCAMMON, 3.3 MILES NORTH OF ARIMO, IN THE TOP OF A LAVA OUTCROP WHICH
 NU0227'IS ABOUT FLUSH WITH THE GROUND, 42.1 FEET EAST OF THE EAST RAIL, 87
 NU0227'1/2 FEET EAST AND ACROSS THE TRACK FROM MILEPOLE 108, 6.0 FEET WEST OF
 NU0227'THE EAST RIGHT-OF-WAY FENCE, 17 1/2 FEET SOUTHEAST OF A TELEPHONE
 NU0227'POLE, 1.2 FEET WEST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 NU0227'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0228 ***********************************************************************
 NU0228  DESIGNATION -  IDA 15 73 RM 1
 NU0228  PID         -  NU0228
 NU0228  STATE/COUNTY-  ID/BANNOCK
 NU0228  USGS QUAD   -  ARIMO (1968)
 NU0228
 NU0228                         *CURRENT SURVEY CONTROL
 NU0228  ___________________________________________________________________
 NU0228* NAD 83(1986)-  42 36 11.     (N)    112 11 39.     (W)     SCALED    
 NU0228* NAVD 88     -      1459.996  (meters)    4790.00   (feet)  ADJUSTED  
 NU0228  ___________________________________________________________________
 NU0228  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 NU0228  DYNAMIC HT  -        1459.074 (meters)    4786.98  (feet)  COMP
 NU0228  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 NU0228
 NU0228  VERT ORDER  -  SECOND    CLASS 0
 NU0228
 NU0228.The horizontal coordinates were scaled from a topographic map and have
 NU0228.an estimated accuracy of +/- 6 seconds.
 NU0228
 NU0228.The orthometric height was determined by differential leveling
 NU0228.and adjusted by the National Geodetic Survey in June 1991..
 NU0228
 NU0228.The geoid height was determined by GEOID03.
 NU0228
 NU0228.The dynamic height is computed by dividing the NAVD 88
 NU0228.geopotential number by the normal gravity value computed on the
 NU0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0228.degrees latitude (g = 980.6199 gals.).
 NU0228
 NU0228.The modeled gravity was interpolated from observed gravity values.
 NU0228
 NU0228;                    North         East    Units  Estimated Accuracy
 NU0228;SPC ID E     -   104,010.      197,740.      MT  (+/- 180 meters Scaled)
 NU0228
 NU0228                          SUPERSEDED SURVEY CONTROL
 NU0228
 NU0228  NGVD 29 (??/??/92) 1458.920  (m)         4786.47   (f) ADJ UNCH    2 0
 NU0228
 NU0228.Superseded values are not recommended for survey control.
 NU0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0228.See file dsdata.txt to determine how the superseded data were derived.
 NU0228
 NU0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN020174(NAD 83)
 NU0228_MARKER: DR = REFERENCE MARK DISK
 NU0228_SETTING: 66 = SET IN ROCK OUTCROP
 NU0228_SP_SET: LAVA BEDROCK
 NU0228_STAMPING: IDA 15-73 NO 1 1960
 NU0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0228+STABILITY: POSITION/ELEVATION WELL
 NU0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0228+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2003
 NU0228
 NU0228  HISTORY     - Date     Condition        Report By
 NU0228  HISTORY     - 1960     MONUMENTED       CGS
 NU0228  HISTORY     - 20031219 GOOD             IDTD
 NU0228
 NU0228                          STATION DESCRIPTION
 NU0228
 NU0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0228'3.5 MI S FROM MCCAMMON.
 NU0228'3.3 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT MCCAMMON
 NU0228'TO A WIRE GATE, THENCE OFF THE HIGHWAY WEST THROUGH GATE ON TRACK ROAD
 NU0228'0.3 MILE, THEN THROUGH A DRAW AND TALL SAGE BRUSH CROSS COUNTRY 0.25
 NU0228'MILE TO THE HIGHEST ELEVATION, 30.0 FEET NORTH FROM THE TRAVERSE
 NU0228'STATION MARK IDA 15-73, AND CEMENTED IN A DRILL HOLE OF THE LAVA
 NU0228'BEDROCK.  IT IS 21 FEET NORTH FROM THE METAL WITNESS POST WITH SIGN.
 NU0228
 NU0228                          STATION RECOVERY (2003)
 NU0228
 NU0228'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0228'SEE IDA 15 73 (NU0229)FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0230 ***********************************************************************
 NU0230  DESIGNATION -  IDA 15 73 RM 2
 NU0230  PID         -  NU0230
 NU0230  STATE/COUNTY-  ID/BANNOCK
 NU0230  USGS QUAD   -  ARIMO (1968)
 NU0230
 NU0230                         *CURRENT SURVEY CONTROL
 NU0230  ___________________________________________________________________
 NU0230* NAD 83(1986)-  42 36 11.     (N)    112 11 40.     (W)     SCALED    
 NU0230* NAVD 88     -      1459.885  (meters)    4789.64   (feet)  ADJUSTED  
 NU0230  ___________________________________________________________________
 NU0230  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 NU0230  DYNAMIC HT  -        1458.963 (meters)    4786.61  (feet)  COMP
 NU0230  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 NU0230
 NU0230  VERT ORDER  -  SECOND    CLASS 0
 NU0230
 NU0230.The horizontal coordinates were scaled from a topographic map and have
 NU0230.an estimated accuracy of +/- 6 seconds.
 NU0230
 NU0230.The orthometric height was determined by differential leveling
 NU0230.and adjusted by the National Geodetic Survey in June 1991..
 NU0230
 NU0230.The geoid height was determined by GEOID03.
 NU0230
 NU0230.The dynamic height is computed by dividing the NAVD 88
 NU0230.geopotential number by the normal gravity value computed on the
 NU0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0230.degrees latitude (g = 980.6199 gals.).
 NU0230
 NU0230.The modeled gravity was interpolated from observed gravity values.
 NU0230
 NU0230;                    North         East    Units  Estimated Accuracy
 NU0230;SPC ID E     -   104,010.      197,720.      MT  (+/- 180 meters Scaled)
 NU0230
 NU0230                          SUPERSEDED SURVEY CONTROL
 NU0230
 NU0230  NGVD 29 (??/??/92) 1458.809  (m)         4786.11   (f) ADJ UNCH    2 0
 NU0230
 NU0230.Superseded values are not recommended for survey control.
 NU0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0230.See file dsdata.txt to determine how the superseded data were derived.
 NU0230
 NU0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN020174(NAD 83)
 NU0230_MARKER: DR = REFERENCE MARK DISK
 NU0230_SETTING: 66 = SET IN ROCK OUTCROP
 NU0230_SP_SET: LAVA BEDROCK
 NU0230_STAMPING: IDA 15-73 NO 2 1960
 NU0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0230+STABILITY: POSITION/ELEVATION WELL
 NU0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0230+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2003
 NU0230
 NU0230  HISTORY     - Date     Condition        Report By
 NU0230  HISTORY     - 1960     MONUMENTED       CGS
 NU0230  HISTORY     - 20031219 GOOD             IDTD
 NU0230
 NU0230                          STATION DESCRIPTION
 NU0230
 NU0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0230'3.5 MI S FROM MCCAMMON.
 NU0230'3.3 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT MCCAMMON
 NU0230'TO A WIRE GATE, THENCE OFF HIGHWAY WEST THROUGH GATE ON TRACK ROAD 0.3
 NU0230'MILE, THEN THROUGH A DRAW AND TALL SAGE BRUSH CROSS COUNTRY 0.25 MILE
 NU0230'TO THE HIGHEST ELEVATION, 29 FEET SOUTHWEST FROM METAL WITNESS POST
 NU0230'WITH SIGN, 24.6 FEET SOUTHWEST FROM THE TRAVERSE STATION MARK IDA
 NU0230'15-73, CEMENTED IN A DRILL HOLE IN THE LAVA BEDROCK PROJECTING
 NU0230'4-INCHES ABOVE THE GROUND SURFACE.
 NU0230
 NU0230                          STATION RECOVERY (2003)
 NU0230
 NU0230'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0230'SEE IDA 15 73 (NU0229)FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0224 ***********************************************************************
 NU0224  DESIGNATION -  IDA 15 74
 NU0224  PID         -  NU0224
 NU0224  STATE/COUNTY-  ID/BANNOCK
 NU0224  USGS QUAD   -  MC CAMMON (1968)
 NU0224
 NU0224                         *CURRENT SURVEY CONTROL
 NU0224  ___________________________________________________________________
 NU0224* NAD 83(1992)-  42 37 55.35657(N)    112 12 15.12389(W)     ADJUSTED  
 NU0224* NAVD 88     -      1455.567  (meters)    4775.47   (feet)  ADJUSTED  
 NU0224  ___________________________________________________________________
 NU0224  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 NU0224  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 NU0224  DYNAMIC HT  -        1454.650 (meters)    4772.46  (feet)  COMP
 NU0224  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 NU0224
 NU0224  HORZ ORDER  -  SECOND
 NU0224  VERT ORDER  -  SECOND    CLASS 0
 NU0224
 NU0224.The horizontal coordinates were established by classical geodetic methods
 NU0224.and adjusted by the National Geodetic Survey in July 1992..
 NU0224
 NU0224.The orthometric height was determined by differential leveling
 NU0224.and adjusted by the National Geodetic Survey in June 1991..
 NU0224
 NU0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0224
 NU0224.The geoid height was determined by GEOID03.
 NU0224
 NU0224.The dynamic height is computed by dividing the NAVD 88
 NU0224.geopotential number by the normal gravity value computed on the
 NU0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0224.degrees latitude (g = 980.6199 gals.).
 NU0224
 NU0224.The modeled gravity was interpolated from observed gravity values.
 NU0224
 NU0224;                    North         East     Units Scale Factor Converg.
 NU0224;SPC ID E     -   107,225.416   196,921.370   MT  0.99994748   -0 01 31.5
 NU0224;UTM  12      - 4,720,657.969   401,263.290   MT  0.99971994   -0 48 56.4
 NU0224
 NU0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0224!SPC ID E     -   0.99977380  x   0.99994748  =   0.99972129
 NU0224!UTM  12      -   0.99977380  x   0.99971994  =   0.99949380
 NU0224
 NU0224|---------------------------------------------------------------------|
 NU0224| PID    Reference Object                     Distance      Geod. Az  |
 NU0224|                                                           dddmmss.s |
 NU0224| NU0225 IDA 15 74 RM 1                        7.562 METERS 02918     |
 NU0224| CM4897 IDA 15 74 AZ MK                                    2433219.7 |
 NU0224| NU0223 IDA 15 74 RM 2                        6.071 METERS 29317     |
 NU0224|---------------------------------------------------------------------|
 NU0224
 NU0224                          SUPERSEDED SURVEY CONTROL
 NU0224
 NU0224  NAD 83(1986)-  42 37 55.35112(N)    112 12 15.10988(W) AD(       ) 2
 NU0224  NAD 27      -  42 37 55.65720(N)    112 12 12.22540(W) AD(       ) 2
 NU0224  NGVD 29 (??/??/92) 1454.487  (m)         4771.93   (f) ADJ UNCH    2 0
 NU0224
 NU0224.Superseded values are not recommended for survey control.
 NU0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0224.See file dsdata.txt to determine how the superseded data were derived.
 NU0224
 NU0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0126320658(NAD 83)
 NU0224_MARKER: DS = TRIANGULATION STATION DISK
 NU0224_SETTING: 66 = SET IN ROCK OUTCROP
 NU0224_SP_SET: LAVA BEDROCK
 NU0224_STAMPING: IDA 15-74 1960
 NU0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0224+STABILITY: POSITION/ELEVATION WELL
 NU0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0224+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2003
 NU0224
 NU0224  HISTORY     - Date     Condition        Report By
 NU0224  HISTORY     - 1960     MONUMENTED       CGS
 NU0224  HISTORY     - 1960     GOOD             CGS
 NU0224  HISTORY     - 1968     MARK NOT FOUND   USGS
 NU0224  HISTORY     - 19991105 GOOD             IDTD
 NU0224  HISTORY     - 20031219 GOOD             IDTD
 NU0224
 NU0224                          STATION DESCRIPTION
 NU0224
 NU0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0224'THE STATION IS 1-1/2 MILES SOUTHWEST OF MC CAMMON, 0.1 MILE
 NU0224'NORTH OF AN EAST-WEST GRAVELED ROAD AND ON A SLIGHT RISE COVERED
 NU0224'WITH SAGE BRUSH AND LAVA BOULDERS AND ABOUT 300 FEET WEST
 NU0224'OF THE CENTER LINE OF THE INTERSTATE ROUTE.
 NU0224'
 NU0224'TO REACH THE STATION FROM THE MC CAMMON POST OFFICE, PROCEED
 NU0224'SOUTH ALONG U.S. HIGHWAYS 91 AND 191 FOR 1.8 MILES TO A SIDE
 NU0224'ROAD RIGHT, TURN RIGHT, WEST, ALONG THE GRAVELED ROAD FOR 0.6
 NU0224'MILE TO A WIRE GATE ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 NU0224'FROM HERE PACK NORTH THROUGH THE CULTIVATED FIELDS FOR 0.1
 NU0224'MILE TO THE STATION SITE 11 FEET SOUTH OF A FENCE LINE AND 30
 NU0224'FEET EAST OF A FENCE CORNER.
 NU0224'
 NU0224'THE STATION MARK, STAMPED IDA 15-74 1960, IS A STANDARD DISK
 NU0224'CEMENTED IN A DRILL HOLE IN LAVA BEDROCK FLUSH WITH THE SURFACE
 NU0224'AND 11 FEET SOUTH OF THE FENCE LINE.
 NU0224'
 NU0224'REFERENCE MARK 1, STAMPED IDA 15-74 NO 1 1960, IS A STANDARD
 NU0224'DISK CEMENTED IN A DRILL HOLE IN THE LAVA BEDROCK, FLUSH WITH
 NU0224'THE SURFACE AND IS 10 FEET NORTH OF THE FENCE LINE.
 NU0224'
 NU0224'REFERENCE MARK 2, STAMPED IDA 15-74 NO 2 1960, IS A STANDARD
 NU0224'DISK CEMENTED IN A DRILL HOLE IN THE LAVA BEDROCK, PROJECTING
 NU0224'3 INCHES AND IS 1-FOOT SOUTH OF THE FENCE LINE.
 NU0224'
 NU0224'THE AZIMUTH MARK, STAMPED IDA 15-74 1960, IS A STANDARD DISK
 NU0224'CEMENTED IN A DRILL HOLE IN LAVA BEDROCK AND FLUSH WITH THE
 NU0224'SURFACE.  IT IS 67 FEET NORTH-NORTHWEST OF AN INTERSECTION
 NU0224'OF A FARM ROAD, 10 FEET NORTH OF THE RIGHT OF WAY FENCE LINE
 NU0224'AND 0.25 MILE WEST OF THE END OF TRUCK TRAVEL AND ABOUT 7
 NU0224'FEET HIGHER THAN THE GRAVELED ROAD.
 NU0224
 NU0224                          STATION RECOVERY (1960)
 NU0224
 NU0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0224'2.0 MI SSW FROM MCCAMMON.
 NU0224'1.8 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT MCCAMMON
 NU0224'TO A SIDE ROAD, LEFT, WEST AND ALONG GRAVEL ROAD 0.6 MILE TO WIRE
 NU0224'GATE, THROUGH GATE NORTH 0.1 MILE OVER CULTIVATE FIELD, 11 FEET SOUTH
 NU0224'FROM FENCE, 30 FEET EAST FROM FENCE CORNER, CEMENTED IN A DRILL HOLE
 NU0224'IN LAVA BEDROCK FLUSH WITH GROUND.
 NU0224
 NU0224                          STATION RECOVERY (1968)
 NU0224
 NU0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU0224'MARK NOT FOUND.
 NU0224
 NU0224                          STATION RECOVERY (1999)
 NU0224
 NU0224'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (RRE)
 NU0224'STATION IS LOCATED ABOUT INTERSTATE HIGHWAY 15 MILEPOST 45.135, 60.5
 NU0224'FEET WEST OF THE SOUTHBOUND HIGHWAY RIGHT-OF-WAY FENCE, 63.0 FEET
 NU0224'WEST-SOUTHWEST FROM A RUSSIAN OLIVE TREE IN THE RIGHT-OF-WAY FENCE,
 NU0224'AND 47.5 FEET SOUTHWEST FROM A 12 INCH DIAMETER RUSSIAN OLIVE TREE.
 NU0224
 NU0224                          STATION RECOVERY (2003)
 NU0224
 NU0224'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0224'THE BEST ACCESS TO THE MARK IS FROM INTERSTATE 15.  THE IDAHO
 NU0224'TRANSPORTATION DEPARTMENT, P.O. 4700, POCATELLO, IDAHO 83205 (PHONE
 NU0224'208-239-3300) SHOULD BE CONTACTED FOR PERMISSION TO ACCESS THE SITE
 NU0224'FROM I-15 PRIOR TO OCCUPATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0225 ***********************************************************************
 NU0225  DESIGNATION -  IDA 15 74 RM 1
 NU0225  PID         -  NU0225
 NU0225  STATE/COUNTY-  ID/BANNOCK
 NU0225  USGS QUAD   -  MC CAMMON (1968)
 NU0225
 NU0225                         *CURRENT SURVEY CONTROL
 NU0225  ___________________________________________________________________
 NU0225* NAD 83(1986)-  42 37 51.     (N)    112 12 23.     (W)     SCALED    
 NU0225* NAVD 88     -      1455.483  (meters)    4775.20   (feet)  ADJUSTED  
 NU0225  ___________________________________________________________________
 NU0225  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 NU0225  DYNAMIC HT  -        1454.566 (meters)    4772.19  (feet)  COMP
 NU0225  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 NU0225
 NU0225  VERT ORDER  -  SECOND    CLASS 0
 NU0225
 NU0225.The horizontal coordinates were scaled from a topographic map and have
 NU0225.an estimated accuracy of +/- 6 seconds.
 NU0225
 NU0225.The orthometric height was determined by differential leveling
 NU0225.and adjusted by the National Geodetic Survey in June 1991..
 NU0225
 NU0225.The geoid height was determined by GEOID03.
 NU0225
 NU0225.The dynamic height is computed by dividing the NAVD 88
 NU0225.geopotential number by the normal gravity value computed on the
 NU0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0225.degrees latitude (g = 980.6199 gals.).
 NU0225
 NU0225.The modeled gravity was interpolated from observed gravity values.
 NU0225
 NU0225;                    North         East    Units  Estimated Accuracy
 NU0225;SPC ID E     -   107,090.      196,740.      MT  (+/- 180 meters Scaled)
 NU0225
 NU0225                          SUPERSEDED SURVEY CONTROL
 NU0225
 NU0225  NGVD 29 (??/??/92) 1454.403  (m)         4771.65   (f) ADJ UNCH    2 0
 NU0225
 NU0225.Superseded values are not recommended for survey control.
 NU0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0225.See file dsdata.txt to determine how the superseded data were derived.
 NU0225
 NU0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN010205(NAD 83)
 NU0225_MARKER: DR = REFERENCE MARK DISK
 NU0225_SETTING: 66 = SET IN ROCK OUTCROP
 NU0225_SP_SET: LAVA BEDROCK
 NU0225_STAMPING: IDA 15-74 NO 1 1960
 NU0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0225+STABILITY: POSITION/ELEVATION WELL
 NU0225
 NU0225  HISTORY     - Date     Condition        Report By
 NU0225  HISTORY     - 1960     MONUMENTED       CGS
 NU0225  HISTORY     - 20031219 GOOD             IDTD
 NU0225
 NU0225                          STATION DESCRIPTION
 NU0225
 NU0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0225'2.0 MI SSW FROM MCCAMMON.
 NU0225'1.8 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 NU0225'MCCAMMON, TO A SIDE ROAD, LEFT, WEST ALONG GRAVEL ROAD 0.6 MILE TO
 NU0225'WIRE GATE, THROUGH GATE NORTH ACROSS CULTIVATED FIELD TO FENCE, 24.8
 NU0225'FEET NORTHEAST FROM THE TRIANGULATION STATION MARK, 10 FEET NORTH FROM
 NU0225'FENCE, CEMENTED IN A DRILL HOLE IN THE LAVA BEDROCK FLUSH WITH THE
 NU0225'GROUND.
 NU0225
 NU0225                          STATION RECOVERY (2003)
 NU0225
 NU0225'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0225'SEE IDA 15 74 (NU0224) FORE MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0223 ***********************************************************************
 NU0223  DESIGNATION -  IDA 15 74 RM 2
 NU0223  PID         -  NU0223
 NU0223  STATE/COUNTY-  ID/BANNOCK
 NU0223  USGS QUAD   -  MC CAMMON (1968)
 NU0223
 NU0223                         *CURRENT SURVEY CONTROL
 NU0223  ___________________________________________________________________
 NU0223* NAD 83(1986)-  42 37 52.     (N)    112 12 24.     (W)     SCALED    
 NU0223* NAVD 88     -      1455.575  (meters)    4775.50   (feet)  ADJUSTED  
 NU0223  ___________________________________________________________________
 NU0223  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 NU0223  DYNAMIC HT  -        1454.659 (meters)    4772.49  (feet)  COMP
 NU0223  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 NU0223
 NU0223  VERT ORDER  -  SECOND    CLASS 0
 NU0223
 NU0223.The horizontal coordinates were scaled from a topographic map and have
 NU0223.an estimated accuracy of +/- 6 seconds.
 NU0223
 NU0223.The orthometric height was determined by differential leveling
 NU0223.and adjusted by the National Geodetic Survey in June 1991..
 NU0223
 NU0223.The geoid height was determined by GEOID03.
 NU0223
 NU0223.The dynamic height is computed by dividing the NAVD 88
 NU0223.geopotential number by the normal gravity value computed on the
 NU0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0223.degrees latitude (g = 980.6199 gals.).
 NU0223
 NU0223.The modeled gravity was interpolated from observed gravity values.
 NU0223
 NU0223;                    North         East    Units  Estimated Accuracy
 NU0223;SPC ID E     -   107,120.      196,720.      MT  (+/- 180 meters Scaled)
 NU0223
 NU0223                          SUPERSEDED SURVEY CONTROL
 NU0223
 NU0223  NGVD 29 (??/??/92) 1454.495  (m)         4771.96   (f) ADJ UNCH    2 0
 NU0223
 NU0223.Superseded values are not recommended for survey control.
 NU0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0223.See file dsdata.txt to determine how the superseded data were derived.
 NU0223
 NU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN010205(NAD 83)
 NU0223_MARKER: DR = REFERENCE MARK DISK
 NU0223_SETTING: 66 = SET IN ROCK OUTCROP
 NU0223_SP_SET: LAVA BEDROCK
 NU0223_STAMPING: IDA 15-74 NO 2 1960
 NU0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0223+STABILITY: POSITION/ELEVATION WELL
 NU0223
 NU0223  HISTORY     - Date     Condition        Report By
 NU0223  HISTORY     - 1960     MONUMENTED       CGS
 NU0223  HISTORY     - 20031219 GOOD             IDTD
 NU0223
 NU0223                          STATION DESCRIPTION
 NU0223
 NU0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0223'2.0 MI SSW FROM MCCAMMON.
 NU0223'1.8 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT MCCAMMON
 NU0223'TO A SIDE ROAD ON LEFT, WEST ALONG GRAVEL ROAD 0.6 MILE TO WIRE GATE,
 NU0223'THROUGH WIRE GATE NORTH ACROSS CULTIVATED FIELD 0.1 MILE TO FENCE,
 NU0223'19.9 FEET NORTHWEST FROM TRIANGULATION STATION MARK IDA 15-74, 1 FOOT
 NU0223'SOUTH FROM FENCE, CEMENTED IN A DRILL HOLE IN LAVA BEDROCK PROJECTING
 NU0223'3-INCHES ABOVE THE GROUND SURFACE.
 NU0223
 NU0223                          STATION RECOVERY (2003)
 NU0223
 NU0223'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0223'SEE IDA 15 74 (NU0224) FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0219 ***********************************************************************
 NU0219  DESIGNATION -  IDA 15 75
 NU0219  PID         -  NU0219
 NU0219  STATE/COUNTY-  ID/BANNOCK
 NU0219  USGS QUAD   -  MC CAMMON (1968)
 NU0219
 NU0219                         *CURRENT SURVEY CONTROL
 NU0219  ___________________________________________________________________
 NU0219* NAD 83(1992)-  42 40 11.24419(N)    112 12 50.77055(W)     ADJUSTED  
 NU0219* NAVD 88     -      1441.350  (meters)    4728.83   (feet)  ADJUSTED  
 NU0219  ___________________________________________________________________
 NU0219  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 NU0219  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 NU0219  DYNAMIC HT  -        1440.450 (meters)    4725.88  (feet)  COMP
 NU0219  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 NU0219
 NU0219  HORZ ORDER  -  THIRD
 NU0219  VERT ORDER  -  SECOND    CLASS 0
 NU0219
 NU0219.The horizontal coordinates were established by classical geodetic methods
 NU0219.and adjusted by the National Geodetic Survey in July 1992..
 NU0219
 NU0219.The orthometric height was determined by differential leveling
 NU0219.and adjusted by the National Geodetic Survey in June 1991..
 NU0219
 NU0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0219
 NU0219.The geoid height was determined by GEOID03.
 NU0219
 NU0219.The dynamic height is computed by dividing the NAVD 88
 NU0219.geopotential number by the normal gravity value computed on the
 NU0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0219.degrees latitude (g = 980.6199 gals.).
 NU0219
 NU0219.The modeled gravity was interpolated from observed gravity values.
 NU0219
 NU0219;                    North         East     Units Scale Factor Converg.
 NU0219;SPC ID E     -   111,418.716   196,111.557   MT  0.99994755   -0 01 55.7
 NU0219;UTM  12      - 4,724,861.089   400,511.579   MT  0.99972177   -0 49 22.6
 NU0219
 NU0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0219!SPC ID E     -   0.99977601  x   0.99994755  =   0.99972357
 NU0219!UTM  12      -   0.99977601  x   0.99972177  =   0.99949784
 NU0219
 NU0219:                Primary Azimuth Mark                     Grid Az
 NU0219:SPC ID E     -  IDA 15 75 AZ MK                          147 25 13.6
 NU0219:UTM  12      -  IDA 15 75 AZ MK                          148 12 40.5
 NU0219
 NU0219|---------------------------------------------------------------------|
 NU0219| PID    Reference Object                     Distance      Geod. Az  |
 NU0219|                                                           dddmmss.s |
 NU0219| CM4898 IDA 15 75 AZ MK                                    1472317.9 |
 NU0219| NU0220 IDA 15 75 RM 1                       14.142 METERS 16756     |
 NU0219| NU0218 IDA 15 75 RM 2                       11.295 METERS 34524     |
 NU0219|---------------------------------------------------------------------|
 NU0219
 NU0219                          SUPERSEDED SURVEY CONTROL
 NU0219
 NU0219  NAD 83(1986)-  42 40 11.23755(N)    112 12 50.75540(W) AD(       ) 3
 NU0219  NAD 27      -  42 40 11.54330(N)    112 12 47.86920(W) AD(       ) 3
 NU0219  NGVD 29 (??/??/92) 1440.268  (m)         4725.28   (f) ADJ UNCH    2 0
 NU0219
 NU0219.Superseded values are not recommended for survey control.
 NU0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0219.See file dsdata.txt to determine how the superseded data were derived.
 NU0219
 NU0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0051224861(NAD 83)
 NU0219_MARKER: DS = TRIANGULATION STATION DISK
 NU0219_SETTING: 66 = SET IN ROCK OUTCROP
 NU0219_SP_SET: LAVA BEDROCK
 NU0219_STAMPING: IDA 15-75 1960
 NU0219_MARK LOGO: CGS   
 NU0219_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0219+STABILITY: POSITION/ELEVATION WELL
 NU0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0219+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 NU0219
 NU0219  HISTORY     - Date     Condition        Report By
 NU0219  HISTORY     - 1960     MONUMENTED       CGS
 NU0219  HISTORY     - 1960     GOOD             CGS
 NU0219  HISTORY     - 1968     GOOD             USGS
 NU0219  HISTORY     - 1976     GOOD             NGS
 NU0219  HISTORY     - 1976     GOOD             NGS
 NU0219  HISTORY     - 1978     GOOD             NGS
 NU0219  HISTORY     - 19930408 GOOD             LOCENG
 NU0219  HISTORY     - 20030423 GOOD             IDTD
 NU0219
 NU0219                          STATION DESCRIPTION
 NU0219
 NU0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0219'THE STATION IS ABOUT 2 MILES NORTHWEST OF MC CAMMON ON A LAVA
 NU0219'BENCH BETWEEN PROTNEUF RIVER AND MARSH CREEK, ALONG THE PROPOSED
 NU0219'MEDIAN STRIP OF THE INTERSTATE HIGHWAY ROUTE.  THE ROCK AND
 NU0219'SAGE-COVERED BENCH IS THE HIGHEST IN THE IMMEDIATE VICINITY.
 NU0219'
 NU0219'TO REACH FROM THE POST OFFICE IN MC CAMMON, GO NORTH ON U.S.
 NU0219'HIGHWAY 91, 191 FOR 0.3 MILE TO A FORK AT THE SOUTH END OF A
 NU0219'GUARD RAIL.  KEEP THE LEFT FORK, NORTH, FOR 0.25 MILE TO A
 NU0219'FORK (RIGHT FORK CURVES EAST TO AN UNDERPASS), TAKE LEFT FORK,
 NU0219'WEST, FOR 0.5 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT
 NU0219'AND FOLLOW DIRT ROAD NORTHERLY FOR 0.15 MILE TO A FORK.  THE
 NU0219'AZIMUTH MARK IS 0.05 MILE NORTHEAST OF THIS FORK AS DESCRIBED
 NU0219'BELOW.  TAKE LEFT FORK, NORTHWEST, ALONG THE PIPE LINE ROAD
 NU0219'FOR 0.35 MILE.  LEAVE THE ROAD AND GO NORTHERLY ON DIM TRACKS
 NU0219'THROUGH SAGE AND ROCKS FOR 0.25 MILE TO THE STATION.
 NU0219'
 NU0219'THE STATION MARK, STAMPED IDA 15-75 1960, IS A STANDARD DISK
 NU0219'CEMENTED IN A DRILL HOLE IN LAVA OUTCROP 3 INCHES BELOW THE
 NU0219'SURROUNDING SURFACE, AND IS 8-1/2 FEET SOUTH-SOUTHEAST OF A
 NU0219'METAL WITNESS POST WITH SIGN.
 NU0219'
 NU0219'THE REFERENCE MARKS ARE STANDARD DISKS STAMPED IDA 15-75 1960
 NU0219'NO 1 AND NO 2 RESPECTIVELY, CEMENTED IN DRILL HOLES IN OUTCROP.
 NU0219'NO. 1 PROJECTS 8 INCHES AND NO. 2 IS FLUSH WITH THE GROUND.
 NU0219'
 NU0219'THE AZIMUTH MARK, STAMPED IDA 15-75 1960, IS A STANDARD DISK
 NU0219'CEMENTED IN A DRILL HOLE IN OUTCROP ON THE EAST SIDE OF THE ROAD,
 NU0219'68-1/2 FEET WEST OF A FENCE LINE AND 25-1/2 FEET NORTH-NORTHWEST
 NU0219'OF A POWER POLE WITH A WITNESS MARKER SIGN NAILED TO THE
 NU0219'WEST SIDE OF THE POLE.
 NU0219
 NU0219                          STATION RECOVERY (1960)
 NU0219
 NU0219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0219'2.0 MI NW FROM MCCAMMON.
 NU0219'0.3 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT MCCAMMON
 NU0219'TO A Y-FORK AT SOUTHWEST END OF RAILROAD OVERPASS, THENCE LEFT FORK
 NU0219'OFF HIGHWAY NORTH 0.3 MILE TO MERRILL ROAD, AND ALONG MERRILL ROAD
 NU0219'WEST 0.55 MILE TO A WIRE GATE, THROUGH WIRE GATE AND NORTH 0.15 MILE
 NU0219'TO FORKS OF TRACK ROAD, THENCE LEFT FORK ALONG PIPE LINE ROAD 0.35
 NU0219'MILE WHEN LEAVE ROAD AND NORTHERLY ON DIM TRACKS THROUGH SAGE BRUSH
 NU0219'AND ROCKS FOR 0.25 MILE ONTO BENCH, 8 1/2 FEET SOUTH SOUTHEAST FROM
 NU0219'METAL WITNESS POST WITH SIGN, AND CEMENTED IN A DRILL HOLE OF LAVA
 NU0219'BEDROCK 3-INCHES BELOW SURROUNDING SURFACE.  NOTE-- FROM THE MCCAMMON
 NU0219'INTERCHANGE ON INTERSTATE 15, GO NORTH 0.6 MILE ON INTERSTATE 15,
 NU0219'THENCE 80 FEET WEST OF THE WEST EDGE OF THE NORTH BOUND LANES.
 NU0219
 NU0219                          STATION RECOVERY (1968)
 NU0219
 NU0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU0219'TO REACH FROM POST OFFICE IN MCCAMMON, GO N.
 NU0219'ON U.S. HWY. 91 AND 191 FOR 0.5 MI., TURN LEFT AND GO W. ON U.S.
 NU0219'HWY 30N 0.8 MI. TO MCCAMMON EXIT N., TURN RIGHT AND GO N. ON
 NU0219'I-HWY. 15 FOR 0.6 MI.  STATION IS ON MEDIAN STRIP ABOUT 80 FT. W.
 NU0219'OF WEST LANE GOING N.
 NU0219'
 NU0219'STATION MARK--A STANDARD DISK STAMPED---IDA 15-75 1960---, CEMENTED
 NU0219'IN A DRILL HOLE IN LAVA OUTCROP 3 INCHES BELOW THE SURROUNDING
 NU0219'SURFACE.
 NU0219
 NU0219                          STATION RECOVERY (1976)
 NU0219
 NU0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NU0219'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 788.
 NU0219'
 NU0219'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 NU0219'RECOVERED IN GOOD CONDITION.
 NU0219'
 NU0219'LANDMARKS HAVE CHANGED, AND THE ORIGINAL DESCRIPTION IS OBSOLETE.
 NU0219'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NU0219'
 NU0219'THE STATION IS IN THE MEDIAN OF INTERSTATE 15.
 NU0219'
 NU0219'TO REACH THE STATION FROM THE MCCAMMON POST OFFICE GO NORTH ON
 NU0219'BUSINESS ROUTE 15 FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY 30,
 NU0219'TURN LEFT, AND GO WEST ON U.S. HIGHWAY 30 FOR 0.7 MILE TO A CHEVRON
 NU0219'SERVICE STATION, AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST
 NU0219'ON U.S. HIGHWAY 30 FOR 0.1 MILE TO INTERSTATE 15, TURN RIGHT, AND GO
 NU0219'NORTH ON INTERSTATE 15 FOR 0.5 MILE TO THE STATION ON THE LEFT,
 NU0219'0.2 MILE BEFORE REACHING MILEPOST NO. 48.
 NU0219'
 NU0219'THE STATION MARK, STAMPED IDA 15-75 1960, IS A STANDARD DISK
 NU0219'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH, 150 FEET
 NU0219'NORTHEAST OF THE SIGN, LAVA HOT SPRINGS NEXT EXIT, 98 FEET WEST OF
 NU0219'THE CENTER OF THE NORTHBOUND LANES OF INTERSTATE 15, AND 8 FEET
 NU0219'SOUTHEAST OF A METAL WITNESS POST.
 NU0219'
 NU0219'REFERENCE MARK NO. 1, STAMPED IDA 15-77 NO 1 1960, IS A STANDARD
 NU0219'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 5-INCHES,
 NU0219'98 FEET WEST OF THE CENTER OF THE NORTHBOUND LANES OF INTERSTATE
 NU0219'15, AND 1 FOOT NORTHWEST OF A ROCK CAIRN.
 NU0219'
 NU0219'REFERENCE MARK NO. 2, STAMPED IDA 15-75 NO 2 1960, IS A STANDARD DISK
 NU0219'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2-INCHES, 99
 NU0219'FEET WEST OF THE CENTER OF THE NORTHBOUND LANES OF INTERSTATE 15,
 NU0219'AND 1 FOOT SOUTH OF A ROCK CAIRN.
 NU0219'
 NU0219'THE AZIMUTH MARK, STAMPED IDA 15-75 1960, IS A STANDARD DISK
 NU0219'CEMENTED IN A DRILL HOLE IN BEDROCK, 0.2 MILE NORTHWEST OF THE
 NU0219'CHEVRON SERVICE STATION, 75 FEET EAST OF THE CENTER OF AN ABANDONED
 NU0219'TRACK ROAD, 25 FEET NORTHWEST OF A POWER POLE WITH A WITNESS
 NU0219'SIGN NAILED ON IT, WHERE THE POWER LINE FORMS A T, AND 4 FEET
 NU0219'WEST OF THE DEADMAN ANCHOR FOR THE POWER POLE.
 NU0219'
 NU0219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 NU0219'NORTHWEST OF MCCAMMON.
 NU0219
 NU0219                          STATION RECOVERY (1976)
 NU0219
 NU0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NU0219'REACHED FROM THE MCCAMMON POST OFFICE GO NORTH ON BUSINESS ROUTE 15
 NU0219'FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY 30, TURN LEFT, AND GO
 NU0219'WEST ON U.S. HIGHWAY 30 FOR 0.8 MILE TO THE JUNCTION WITH INTERSTATE
 NU0219'15, TURN RIGHT, AND GO NORTH ON INTERSTATE 15 FOR 0.5 MILE TO THE
 NU0219'MARK ON THE LEFT, 150 FEET NORTHEAST OF THE SIGN, LAVA HOT SPRINGS
 NU0219'NEXT EXIT, 98 FEET WEST OF THE CENTER OF THE NORTHBOUND LANES OF
 NU0219'INTERSTATE 15, AND 8 FEET SOUTHEAST OF A METAL WITNESS POST, CEMENTED
 NU0219'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.
 NU0219
 NU0219                          STATION RECOVERY (1978)
 NU0219
 NU0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NU0219'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 NU0219'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE RECOVERY NOTE DATED
 NU0219'1976.  THE TO REACH IS CORRECT, AND ADEQUATE FOR RECOVERY.  THE
 NU0219'STATION WAS NOT OCCUPIED THIS DATE.
 NU0219'
 NU0219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 NU0219'NORTHWEST OF MCCAMMON.
 NU0219
 NU0219                          STATION RECOVERY (1993)
 NU0219
 NU0219'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NU0219'RECOVERED AS DESCRIBED.
 NU0219
 NU0219                          STATION RECOVERY (2003)
 NU0219
 NU0219'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0219'THE MARK IS ON A RIDGE IN THE MEDIAN OF INTERSTATE 15 ABOUT 350 METERS
 NU0219'(1150 FT.)SOUTH OF MILEPOST 48.  THE LOCATION IS SUITABLE FOR GPS
 NU0219'OBSERVATIONS WITH NO OVERHEAD OBSTRUCTIONS.  DUE TO ITS LOCATION IN
 NU0219'THE MEDIAN OF I-15, THE IDAHO TRANSPORTATION DEPARTMENT, P.O.
 NU0219'BOX 4700, POCATELLO, IDAHO 83205 (PHONE 208-239-3300) SHOULD BE
 NU0219'CONTACTED PRIOR TO OCCUPYING THE STATION FOR PERMISSION TO ACCESS THE
 NU0219'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0220 ***********************************************************************
 NU0220  DESIGNATION -  IDA 15 75 RM 1
 NU0220  PID         -  NU0220
 NU0220  STATE/COUNTY-  ID/BANNOCK
 NU0220  USGS QUAD   -  MC CAMMON (1968)
 NU0220
 NU0220                         *CURRENT SURVEY CONTROL
 NU0220  ___________________________________________________________________
 NU0220* NAD 83(1986)-  42 40 11.     (N)    112 12 50.     (W)     SCALED    
 NU0220* NAVD 88     -      1441.416  (meters)    4729.05   (feet)  ADJUSTED  
 NU0220  ___________________________________________________________________
 NU0220  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 NU0220  DYNAMIC HT  -        1440.515 (meters)    4726.09  (feet)  COMP
 NU0220  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 NU0220
 NU0220  VERT ORDER  -  SECOND    CLASS 0
 NU0220
 NU0220.The horizontal coordinates were scaled from a topographic map and have
 NU0220.an estimated accuracy of +/- 6 seconds.
 NU0220
 NU0220.The orthometric height was determined by differential leveling
 NU0220.and adjusted by the National Geodetic Survey in June 1991..
 NU0220
 NU0220.The geoid height was determined by GEOID03.
 NU0220
 NU0220.The dynamic height is computed by dividing the NAVD 88
 NU0220.geopotential number by the normal gravity value computed on the
 NU0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0220.degrees latitude (g = 980.6199 gals.).
 NU0220
 NU0220.The modeled gravity was interpolated from observed gravity values.
 NU0220
 NU0220;                    North         East    Units  Estimated Accuracy
 NU0220;SPC ID E     -   111,410.      196,130.      MT  (+/- 180 meters Scaled)
 NU0220
 NU0220                          SUPERSEDED SURVEY CONTROL
 NU0220
 NU0220  NGVD 29 (??/??/92) 1440.333  (m)         4725.49   (f) ADJ UNCH    2 0
 NU0220
 NU0220.Superseded values are not recommended for survey control.
 NU0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0220.See file dsdata.txt to determine how the superseded data were derived.
 NU0220
 NU0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN005248(NAD 83)
 NU0220_MARKER: DR = REFERENCE MARK DISK
 NU0220_SETTING: 66 = SET IN ROCK OUTCROP
 NU0220_SP_SET: LAVA OUTCROP
 NU0220_STAMPING: IDA 15-75 NO 1 1960
 NU0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0220+STABILITY: POSITION/ELEVATION WELL
 NU0220
 NU0220  HISTORY     - Date     Condition        Report By
 NU0220  HISTORY     - 1960     MONUMENTED       CGS
 NU0220  HISTORY     - 1976     GOOD             NGS
 NU0220
 NU0220                          STATION DESCRIPTION
 NU0220
 NU0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0220'2.0 MI NW FROM MCCAMMON.
 NU0220'0.3 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT MCCAMMON
 NU0220'TO Y-FORK AT RAILROAD OVERPASS, THENCE LEFT FORK OFF HIGHWAY NORTH 0.3
 NU0220'MILE TO MERRILL ROAD AND WEST ON MERRILL ROAD 0.55 MILE TO WIRE GATE,
 NU0220'THROUGH WIRE GATE NORTH ON TRACK ROAD 0.15 MILE TO FORKS, THENCE LEFT
 NU0220'FORK PIPE LINE ROAD 0.35 MILE WHEN LEAVE ROAD AND FOLLOW TRACKS
 NU0220'NORTHERLY 0.25 MILE THROUGH SAGE BRUSH AND ROCK TO BENCH, 46.4 FEET
 NU0220'SOUTH SOUTHEAST FROM THE TRIANGULATION STATION MARK IDA 15-75,
 NU0220'CEMENTED IN DRILL HOLE IN LAVE OUTCROP PROJECTING 8-INCHES ABOVE
 NU0220'GROUND SURFACE.
 NU0220
 NU0220                          STATION RECOVERY (1976)
 NU0220
 NU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NU0220'REACHED FROM THE MCCAMMON POST OFFICE GO NORTH ON BUSINESS ROUTE 15
 NU0220'FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY 30, TURN LEFT, AND GO
 NU0220'WEST ON U.S. HIGHWAY 30 FOR 0.8 MILE TO THE JUNCTION WITH INTERSTATE
 NU0220'15, TURN RIGHT, AND GO NORTH ON INTERSTATE 15 FOR 0.5 MILE TO THE
 NU0220'MARK ON THE LEFT, 98 FEET WEST OF THE CENTER OF THE NORTHBOUND LANES
 NU0220'OF INTERSTATE 15, 46.40 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION
 NU0220'IDA 15-75 1960, AND 1 FOOT NORTHWEST OF A ROCK CAIRN CEMENTED IN A
 NU0220'DRILL HOLE IN BEDROCK THAT PROJECTS 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0218 ***********************************************************************
 NU0218  DESIGNATION -  IDA 15 75 RM 2
 NU0218  PID         -  NU0218
 NU0218  STATE/COUNTY-  ID/BANNOCK
 NU0218  USGS QUAD   -  MC CAMMON (1968)
 NU0218
 NU0218                         *CURRENT SURVEY CONTROL
 NU0218  ___________________________________________________________________
 NU0218* NAD 83(1986)-  42 40 11.     (N)    112 12 51.     (W)     SCALED    
 NU0218* NAVD 88     -      1441.446  (meters)    4729.14   (feet)  ADJUSTED  
 NU0218  ___________________________________________________________________
 NU0218  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 NU0218  DYNAMIC HT  -        1440.545 (meters)    4726.19  (feet)  COMP
 NU0218  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 NU0218
 NU0218  VERT ORDER  -  SECOND    CLASS 0
 NU0218
 NU0218.The horizontal coordinates were scaled from a topographic map and have
 NU0218.an estimated accuracy of +/- 6 seconds.
 NU0218
 NU0218.The orthometric height was determined by differential leveling
 NU0218.and adjusted by the National Geodetic Survey in June 1991..
 NU0218
 NU0218.The geoid height was determined by GEOID03.
 NU0218
 NU0218.The dynamic height is computed by dividing the NAVD 88
 NU0218.geopotential number by the normal gravity value computed on the
 NU0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0218.degrees latitude (g = 980.6199 gals.).
 NU0218
 NU0218.The modeled gravity was interpolated from observed gravity values.
 NU0218
 NU0218;                    North         East    Units  Estimated Accuracy
 NU0218;SPC ID E     -   111,410.      196,110.      MT  (+/- 180 meters Scaled)
 NU0218
 NU0218                          SUPERSEDED SURVEY CONTROL
 NU0218
 NU0218  NGVD 29 (??/??/92) 1440.361  (m)         4725.58   (f) ADJ UNCH    2 0
 NU0218
 NU0218.Superseded values are not recommended for survey control.
 NU0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0218.See file dsdata.txt to determine how the superseded data were derived.
 NU0218
 NU0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN005248(NAD 83)
 NU0218_MARKER: DR = REFERENCE MARK DISK
 NU0218_SETTING: 66 = SET IN ROCK OUTCROP
 NU0218_SP_SET: LAVA OUTCROP
 NU0218_STAMPING: IDA 15-75 NO 2 1960
 NU0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0218+STABILITY: POSITION/ELEVATION WELL
 NU0218
 NU0218  HISTORY     - Date     Condition        Report By
 NU0218  HISTORY     - 1960     MONUMENTED       CGS
 NU0218  HISTORY     - 1976     GOOD             NGS
 NU0218
 NU0218                          STATION DESCRIPTION
 NU0218
 NU0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0218'2.0 MI NW FROM MCCAMMON.
 NU0218'0.3 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT MCCAMMON
 NU0218'TO THE SOUTHWEST END OF RAILROAD OVERPASS AT Y-FORD, THENCE THE LEFT
 NU0218'FORK OFF THE HIGHWAY 0.3 MILE NORTH TO MERRILL ROAD, AND WEST ALONG
 NU0218'MERRILL ROAD 0.55 MILE TO A WIRE GATE, THROUGH THE WIRE GATE NORTH ON
 NU0218'TRACK ROAD TO FORKS, THENCE THE LEFT FORK OF PIPE LINE ROAD 0.35 MILE
 NU0218'WHEN LEAVE ROAD AND FOLLOW TRACKS NORTHERLY 0.25 MILE THROUGH SAGE
 NU0218'BRUSH AND ROCK TO TOP OF BENCH, 37.0 FEET NORTH NORTHWEST OF THE
 NU0218'TRIANGULATION STATION IDA 15-75, AND CEMENTED IN A DRILL HOLE OF THE
 NU0218'LAVA OUTCROP, FLUSH WITH THE GROUND SURFACE.
 NU0218
 NU0218                          STATION RECOVERY (1976)
 NU0218
 NU0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NU0218'REACHED FROM THE MCCAMMON POST OFFICE GO NORTH ON BUSINESS ROUTE 15
 NU0218'FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY 30, TURN LEFT, AND GO
 NU0218'WEST ON U.S. HIGHWAY 30 FOR 0.8 MILE TO THE JUNCTION WITH INTERSTATE
 NU0218'15, TURN RIGHT, AND GO NORTH ON INTERSTATE 15 FOR 0.5 MILE TO THE
 NU0218'MARK ON THE LEFT, 99 FEET WEST OF THE CENTER OF THE NORTHBOUND LANES
 NU0218'OF INTERSTATE 15, 37.06 FEET NORTH-NORTHWEST OF TRIANGULATION STATION
 NU0218'IDA 15-75 1960, AND 1 FOOT SOUTH OF A ROCK CAIRN, CEMENTED IN A DRILL
 NU0218'HOLE IN BEDROCK THAT PROJECTS 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0212 ***********************************************************************
 NU0212  DESIGNATION -  IDA 15 76
 NU0212  PID         -  NU0212
 NU0212  STATE/COUNTY-  ID/BANNOCK
 NU0212  USGS QUAD   -  MC CAMMON (1968)
 NU0212
 NU0212                         *CURRENT SURVEY CONTROL
 NU0212  ___________________________________________________________________
 NU0212* NAD 83(1992)-  42 41 41.72029(N)    112 13 16.41086(W)     ADJUSTED  
 NU0212* NAVD 88     -      1433.811  (meters)    4704.09   (feet)  ADJUSTED  
 NU0212  ___________________________________________________________________
 NU0212  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 NU0212  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NU0212  DYNAMIC HT  -        1432.930 (meters)    4701.20  (feet)  COMP
 NU0212  MODELED GRAV-     979,956.5   (mgal)                       NAVD 88
 NU0212
 NU0212  HORZ ORDER  -  SECOND
 NU0212  VERT ORDER  -  SECOND    CLASS 0
 NU0212
 NU0212.The horizontal coordinates were established by classical geodetic methods
 NU0212.and adjusted by the National Geodetic Survey in July 1992..
 NU0212
 NU0212.The orthometric height was determined by differential leveling
 NU0212.and adjusted by the National Geodetic Survey in June 1991..
 NU0212
 NU0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0212
 NU0212.The geoid height was determined by GEOID03.
 NU0212
 NU0212.The dynamic height is computed by dividing the NAVD 88
 NU0212.geopotential number by the normal gravity value computed on the
 NU0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0212.degrees latitude (g = 980.6199 gals.).
 NU0212
 NU0212.The modeled gravity was interpolated from observed gravity values.
 NU0212
 NU0212;                    North         East     Units Scale Factor Converg.
 NU0212;SPC ID E     -   114,210.776   195,529.530   MT  0.99994761   -0 02 13.2
 NU0212;UTM  12      - 4,727,660.288   399,968.273   MT  0.99972311   -0 49 41.4
 NU0212
 NU0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0212!SPC ID E     -   0.99977717  x   0.99994761  =   0.99972480
 NU0212!UTM  12      -   0.99977717  x   0.99972311  =   0.99950035
 NU0212
 NU0212|---------------------------------------------------------------------|
 NU0212| PID    Reference Object                     Distance      Geod. Az  |
 NU0212|                                                           dddmmss.s |
 NU0212| NU0211 IDA 15 76 RM 1                        4.662 METERS 04147     |
 NU0212| NU0213 IDA 15 76 RM 2                        4.876 METERS 18507     |
 NU0212| NU0210 IDA 15 76 AZ MK                                    3140708.4 |
 NU0212| NU0214 IDA 15 76 2                         133.713 METERS 33147     |
 NU0212|---------------------------------------------------------------------|
 NU0212
 NU0212                          SUPERSEDED SURVEY CONTROL
 NU0212
 NU0212  NAD 83(1986)-  42 41 41.71327(N)    112 13 16.39533(W) AD(       ) 2
 NU0212  NAD 27      -  42 41 42.01750(N)    112 13 13.50790(W) AD(       ) 2
 NU0212  NGVD 29 (??/??/92) 1432.737  (m)         4700.57   (f) ADJ UNCH    2 0
 NU0212
 NU0212.Superseded values are not recommended for survey control.
 NU0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0212.See file dsdata.txt to determine how the superseded data were derived.
 NU0212
 NU0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9996827660(NAD 83)
 NU0212_MARKER: DS = TRIANGULATION STATION DISK
 NU0212_SETTING: 80 = SET IN A BOULDER
 NU0212_SP_SET: BOULDER
 NU0212_STAMPING: IDA 15-77 1960
 NU0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0212+STABILITY: SURFACE MOTION
 NU0212
 NU0212  HISTORY     - Date     Condition        Report By
 NU0212  HISTORY     - 1960     MONUMENTED       CGS
 NU0212  HISTORY     - 1960     GOOD             CGS
 NU0212  HISTORY     - 1976     SEE DESCRIPTION  NGS
 NU0212
 NU0212                          STATION DESCRIPTION
 NU0212
 NU0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0212'THE STATION IS ABOUT 3 MILES NORTH-NORTHWEST OF THE CENTER
 NU0212'OF MC CAMMON ON A LAVA BENCH BETWEEN THE PORTNEUF RIVER AND
 NU0212'MARSH CREEK, ALONG THE PROPOSED MEDIAN STRIP OF THE ROUTE FOR
 NU0212'THE NEW INTERSTATE HIGHWAY.
 NU0212'
 NU0212'TO REACH FROM THE POST OFFICE IN MC CAMMON, GO NORTH ON U.S.
 NU0212'HIGHWAY 91, 191 FOR 0.3 MILE TO A FORK AT THE SOUTH END OF A
 NU0212'GUARD RAIL.  KEEP THE LEFT FORK, NORTH, ON THE OLD HIGHWAY
 NU0212'FOR 0.25 MILE TO A FORK (RIGHT FORK CURVES EAST TO AN
 NU0212'UNDERPASS), TAKE LEFT FORK, WEST, FOR 0.5 MILE TO A WIRE
 NU0212'GATE ON THE RIGHT.  TURN RIGHT AND FOLLOW DIRT ROAD NORTHERLY
 NU0212'FOR 0.2 MILE TO A FORK.  TAKE RIGHT FORK, NORTHERLY, ON
 NU0212'WINDING ROAD FOR 2.5 MILES TO A CURVE IN THE ROAD AT A POINT
 NU0212'OF OUTCROP ABOVE AND TO THE LEFT OF THE ROAD AND THE STATION
 NU0212'ABOUT 100 YARDS TO THE RIGHT, NORTHEAST OF THIS POINT, ON THE ROCK
 NU0212'AND SAGE-COVERED BENCH.
 NU0212'
 NU0212'TO REACH THE AZIMUTH MARK FROM THE STATION TURN-OFF, CONTINUE
 NU0212'NORTHERLY ON DIRT ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT,
 NU0212'WEST SIDE OF THE ROAD.
 NU0212'
 NU0212'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED
 NU0212'IN DRILL HOLES IN BOULDERS, STAMPED IDA 15-76 1960, NO 1,
 NU0212'AND NO 2 RESPECTIVELY.
 NU0212'
 NU0212'THE STATION MARK IS IN A FLAT BOULDER PROJECTING 3 INCHES
 NU0212'AND IS 6 FEET NORTH-NORTHWEST OF A METAL WITNESS POST WITH
 NU0212'SIGN.  THE POST IS SET IN A PILE OF ROCKS.
 NU0212'
 NU0212'REFERENCE MARK 1 IS IN A FLAT BOULDER FLUSH WITH THE GROUND.
 NU0212'
 NU0212'REFERENCE MARK 2 IS IN A 1 BY 2-FOOT BOULDER PROJECTING 2
 NU0212'INCHES.
 NU0212'
 NU0212'THE AZIMUTH MARK, STAMPED IDA 15-76 1960, IS A STANDARD DISK
 NU0212'CEMENTED IN A DRILL HOLE IN A LAVA OUTCROP ABOUT 6 FEET
 NU0212'ABOVE AND 25 FEET WEST OF THE CENTER OF THE DIRT ROAD.  IT
 NU0212'IS NEAR THE NORTHEAST END OF THE OUTCROP, 5 FEET EAST-SOUTHEAST
 NU0212'OF A METAL WITNESS POST WITH SIGN.  THE MARK IS SURROUNDED
 NU0212'BY A PILE OF ROCKS.
 NU0212
 NU0212                          STATION RECOVERY (1960)
 NU0212
 NU0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0212'3.0 MI NNW FROM MCCAMMON.
 NU0212'0.3 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT MCCAMMON
 NU0212'TO A Y-FORK AS SOUTHWEST END OF RAILROAD OVERPASS, THENCE LEFT FORK
 NU0212'OFF HIGHWAY AND NORTH 0.3 MILE TO MERRILL ROAD, AND ALONG MERRILL ROAD
 NU0212'WEST FOR 0.55 MILE TO A WIRE GATE, PASS THROUGH GATE NORTHERLY 0.15
 NU0212'MILE TO A FORKS, THENCE RIGHT FORK NORTHERLY ON TRACK ROAD 2.5 MILES
 NU0212'TO A CURVE IN THE ROAD WHERE IS A ROCK OUTCROP ABOVE ON THE LEFT, AND
 NU0212'MARK IS ABOUT 100 YARDS TO RIGHT, NORTHEAST ON ROCK AND SAGEBRUSH
 NU0212'COVERED BENCH, 6 FEET NORTH NORTHWEST FROM METAL WITNESS POST WITH
 NU0212'SIGN, CEMENTED IN A FLAT BOULDER PROJECTING 3-INCHES. NOTE-- FROM THE
 NU0212'MCCAMMON INTERCHANGE ON INTERSTATE 15, GO NORTH 2.4 MILES ALONG
 NU0212'INTERSTATE 15, THENCE 115 FEET WEST OF THE WEST EDGE OF THE NORTH
 NU0212'BOUND LANES, 6 FEET NORTH NORTHWEST ETC.
 NU0212
 NU0212                          STATION RECOVERY (1976)
 NU0212
 NU0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NU0212'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 793.
 NU0212'
 NU0212'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 NU0212'RECOVERED IN GOOD CONDITION.  THE STATION MARK, AND BOTH REFERENCE
 NU0212'MARKS WERE THEN DESTROYED TO PERMIT HIGHWAY IMPROVEMENT.  THE
 NU0212'AZIMUTH MARK WAS NOT DISTURBED.  TRIANGULATION STATION IDA 15-76 2
 NU0212'WAS ESTABLISHED, AND THE ORIGINAL AZIMUTH MARK WAS USED.  SEE
 NU0212'DESCRIPTION FOR TRIANGULATION STATION IDA 15-76 2.
 NU0212'
 NU0212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 NU0212'NORTHWEST OF MCCAMMON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0214 ***********************************************************************
 NU0214  FBN         -  This is a Federal Base Network Control Station.
 NU0214  DESIGNATION -  IDA 15 76 2
 NU0214  PID         -  NU0214
 NU0214  STATE/COUNTY-  ID/BANNOCK
 NU0214  USGS QUAD   -  MC CAMMON (1968)
 NU0214
 NU0214                         *CURRENT SURVEY CONTROL
 NU0214  ___________________________________________________________________
 NU0214* NAD 83(1999)-  42 41 45.53961(N)    112 13 19.18964(W)     ADJUSTED  
 NU0214* NAVD 88     -      1433.19   (meters)    4702.1    (feet)  LEVELING  
 NU0214  ___________________________________________________________________
 NU0214  X           -  -1,775,996.191 (meters)                     COMP
 NU0214  Y           -  -4,347,174.272 (meters)                     COMP
 NU0214  Z           -   4,303,703.905 (meters)                     COMP
 NU0214  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 NU0214  ELLIP HEIGHT-        1420.51  (meters)          (09/01/00) GPS OBS
 NU0214  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 NU0214
 NU0214  HORZ ORDER  -  A
 NU0214  VERT ORDER  -  THIRD ?
 NU0214  ELLP ORDER  -  THIRD     CLASS I
 NU0214
 NU0214.The horizontal coordinates were established by GPS observations
 NU0214.and adjusted by the National Geodetic Survey in September 2000..
 NU0214.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NU0214.DATUM ITEM on the data sheet items page.
 NU0214
 NU0214.The orthometric height was determined by differential leveling.
 NU0214.The vertical network tie was performed by a horz. field party for horz.
 NU0214.obs reductions. Reset procedures were used to establish the elevation.
 NU0214.WARNING-GPS observations at this control monument resulted in a GPS
 NU0214.derived orthometric height which differed from the leveled height by
 NU0214.more than one decimeter (0.1 meter).
 NU0214
 NU0214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NU0214
 NU0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0214
 NU0214.The ellipsoidal height was determined by GPS observations
 NU0214.and is referenced to NAD 83.
 NU0214
 NU0214.The geoid height was determined by GEOID03.
 NU0214
 NU0214;                    North         East     Units Scale Factor Converg.
 NU0214;SPC ID E     -   114,328.666   195,466.360   MT  0.99994762   -0 02 15.1
 NU0214;UTM  12      - 4,727,779.012   399,906.751   MT  0.99972326   -0 49 43.4
 NU0214
 NU0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0214!SPC ID E     -   0.99977727  x   0.99994762  =   0.99972490
 NU0214!UTM  12      -   0.99977727  x   0.99972326  =   0.99950059
 NU0214
 NU0214|---------------------------------------------------------------------|
 NU0214| PID    Reference Object                     Distance      Geod. Az  |
 NU0214|                                                           dddmmss.s |
 NU0214| NU0212 IDA 15 76                           133.713 METERS 15147     |
 NU0214| NU0216 IDA 15 76 2 RM 3                      9.324 METERS 18133     |
 NU0214| NU0210 IDA 15 76 AZ MK                                    3102928.5 |
 NU0214| NU0215 IDA 15 76 2 RM 4                     11.040 METERS 34545     |
 NU0214|---------------------------------------------------------------------|
 NU0214
 NU0214                          SUPERSEDED SURVEY CONTROL
 NU0214
 NU0214  NAD 83(1992)-  42 41 45.53885(N)    112 13 19.18824(W) AD(       ) A
 NU0214  ELLIP H (07/24/97) 1420.50   (m)                       GP(       ) 1 1
 NU0214  NAD 83(1992)-  42 41 45.53885(N)    112 13 19.18824(W) AD(       ) B
 NU0214  ELLIP H (05/15/92) 1420.67   (m)                       GP(       ) 4 2
 NU0214  NAD 83(1986)-  42 41 45.53169(N)    112 13 19.17258(W) AD(       ) 3
 NU0214  NAD 27      -  42 41 45.83605(N)    112 13 16.28513(W) AD(       ) 3
 NU0214  NAVD 88 (01/22/97) 1433.25   (m)         4702.3    (f) LEVELING    3  
 NU0214  NGVD 29 (03/27/06) 1432.06   (m)         4698.4    (f) RESET       3  
 NU0214
 NU0214.Superseded values are not recommended for survey control.
 NU0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0214.See file dsdata.txt to determine how the superseded data were derived.
 NU0214
 NU0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9990727779(NAD 83)
 NU0214_MARKER: DH = HORIZONTAL CONTROL DISK
 NU0214_SETTING: 66 = SET IN ROCK OUTCROP
 NU0214_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NU0214_STAMPING: IDA 15 76 2 1976
 NU0214_MARK LOGO: NGS   
 NU0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0214+STABILITY: POSITION/ELEVATION WELL
 NU0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0214+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004
 NU0214
 NU0214  HISTORY     - Date     Condition        Report By
 NU0214  HISTORY     - 1976     MONUMENTED       NGS
 NU0214  HISTORY     - 1976     GOOD             NGS
 NU0214  HISTORY     - 1978     GOOD             NGS
 NU0214  HISTORY     - 19900616 GOOD             NGS
 NU0214  HISTORY     - 19960520 GOOD             IDTD
 NU0214  HISTORY     - 19960828 GOOD             NGS
 NU0214  HISTORY     - 19990514 GOOD             NGS
 NU0214  HISTORY     - 20031219 GOOD             IDTD
 NU0214  HISTORY     - 20041121 GOOD             DJC
 NU0214
 NU0214                          STATION DESCRIPTION
 NU0214
 NU0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NU0214'THE STATION IS ON HIGHWAY RIGHT-OF-WAY.
 NU0214'
 NU0214'TO REACH THE STATION FROM THE MCCAMMON POST OFFICE GO NORTH ON
 NU0214'BUSINESS ROUTE 15 FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 NU0214'30, TURN LEFT, AND GO WEST ON U.S. HIGHWAY 30 FOR 0.8 MILE TO THE
 NU0214'JUNCTION WITH INTERSTATE 15, TURN RIGHT, AND GO NORTH ON
 NU0214'INTERSTATE 15 FOR 1.8 MILES TO BENCH MARK U 98 ON THE LEFT,
 NU0214'CONTINUE NORTH ON INTERSTATE 15 FOR 0.7 MILE TO THE STATION ON
 NU0214'THE LEFT.
 NU0214'
 NU0214'THE STATION MARK, STAMPED IDA 15-76 2 1976, IS A STANDARD DISK
 NU0214'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND,
 NU0214'0.35 MILE SOUTH OF MILEPOST NO. 50, 125 FEET SOUTH OF THE
 NU0214'PROLONGATION OF A SECTION LINE FENCE ON THE EAST SIDE OF THE
 NU0214'HIGHWAY, 93 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 NU0214'INTERSTATE 15, 6.5 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND
 NU0214'6 FEET HIGHER THAN THE HIGHWAY.
 NU0214'
 NU0214'REFERENCE MARK NO. 3, STAMPED IDA 15-76 2 NO 3 1976, IS A
 NU0214'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 NU0214'3-INCHES, 99 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 NU0214'INTERSTATE 15, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE, AND
 NU0214'0.5 FOOT HIGHER THAN THE STATION.
 NU0214'
 NU0214'REFERENCE MARK NO. 4, STAMPED IDA 15-76 2 NO 4 1976, IS A
 NU0214'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 NU0214'6-INCHES, 99 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 NU0214'INTERSTATE 15, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE, AND
 NU0214'1.5 FEET LOWER THAN THE STATION.
 NU0214'
 NU0214'TO REACH THE AZIMUTH MARK FROM THE STATION HIKE NORTHWEST THRU
 NU0214'THE SAGE-BRUSH FOR 0.3 MILE TO THE MARK NEAR THE NORTHEAST END OF
 NU0214'A LAVA OUTCROP.
 NU0214'
 NU0214'THE AZIMUTH MARK, STAMPED IDA 15-76 1960, IS A STANDARD DISK
 NU0214'CEMENTED IN A DRILL HOLE IN BEDROCK, 25 FEET WEST OF THE CENTER
 NU0214'OF AN ABANDONED TRACK ROAD, AND 5 FEET SOUTHEAST OF A METAL
 NU0214'WITNESS POST.
 NU0214'
 NU0214'BENCH MARK U 98 MAY BE USED FOR AN ALTERNATE AZIMUTH MARK.
 NU0214'
 NU0214'TO REACH BENCH MARK U 98 FROM THE STATION GO SOUTH ON INTERSTATE
 NU0214'15 FOR 0.7 MILE TO THE BENCH MARK ON THE LEFT.
 NU0214'
 NU0214'BENCH MARK U 98, STAMPED U 98 1960, IS A STANDARD DISK CEMENTED
 NU0214'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 8-INCHES, 0.2 MILE
 NU0214'SOUTH OF A CATTLE UNDERPASS UNDER THE ROAD, AT MILEPOST NO. 49,
 NU0214'100 FEET EAST OF THE CENTER OF THE SOUTHBOUND LANES OF INTERSTATE
 NU0214'15, AND 4 FEET NORTH OF A METAL WITNESS POST.
 NU0214
 NU0214                          STATION RECOVERY (1976)
 NU0214
 NU0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NU0214'3.5 MI NW FROM MCCAMMON.
 NU0214'REACHED FROM THE MCCAMMON POST OFFICE GO NORTH ON BUSINESS ROUTE 15
 NU0214'FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY 30, TURN LEFT, AND GO
 NU0214'WEST ON U.S. HIGHWAY 30 FOR 0.8 MILE TO THE JUNCTION WITH INTERSTATE
 NU0214'15, TURN RIGHT, AND GO NORTH ON INTERSTATE 15 FOR 2.5 MILES TO THE
 NU0214'MARK ON THE LEFT, 0.35 MILE SOUTH OF MILEPOST NO. 50, 125 FEET SOUTH
 NU0214'OF THE PROLONGATION OF A SECTION LINE FENCE ON THE EAST SIDE OF THE
 NU0214'HIGHWAY, 93 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 NU0214'INTERSTATE 15, 6.5 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 6
 NU0214'FEET HIGHER THAN THE HIGHWAY CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 NU0214'IS FLUSH WITH THE GROUND.
 NU0214
 NU0214                          STATION RECOVERY (1978)
 NU0214
 NU0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NU0214'THE STATION MARK, BOTH REFERENCE MARKS, THE AZIMUTH MARK, AND BENCH
 NU0214'MARK U 98 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.L.N.
 NU0214'THE TO REACH IS CORRECT, AND ADEQUATE.  THE STATION WAS NOT
 NU0214'OCCUPIED THIS DATE.
 NU0214'
 NU0214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 NU0214'NORTHWEST OF MCCAMMON.
 NU0214
 NU0214                          STATION RECOVERY (1990)
 NU0214
 NU0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NU0214'STATION IS LOCATED ABOUT 5 KM (3.11 MI) NORTHWEST OF MCCAMMON, ON THE
 NU0214'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 15, ON THE WEST SIDE OF THE
 NU0214'SOUTHBOUND LANES, 580 M (1902.88 FT) SOUTH OF MILEPOST 50, AT THE
 NU0214'RIGHT-OF-WAY FENCE. OWNERSHIP--STATE TRANSPORTATION DEPARTMENT.
 NU0214'TO REACH FROM THE JUNCTION OF US HIGHWAYS 30, 91 AND INTERSTATE
 NU0214'HIGHWAY 15 NEAR MCCAMMON, GO NORTH ON HIGHWAYS 15, 30 AND 91 FOR 2.95
 NU0214'KM (1.83 MI) TO MILEPOST 49.  CONTINUE NORTH FOR 1.03 KM (0.64 MI) TO
 NU0214'THE STATION ON A LOW BANK ON THE LEFT.  CONTINUE NORTH FOR 0.44 KM
 NU0214'(0.27 MI) TO A DIRT CROSSOVER.  TURN LEFT TO SOUTHBOUND LANES, THEN
 NU0214'SOUTH ON HIGHWAY FOR 0.44 KM (0.27 MI) TO THE STATION ON THE RIGHT.
 NU0214'STATION MARK IS SET IN A DRILL HOLE IN A FLAT LAVA OUTCROP.  IT IS
 NU0214'27.0 M (88.58 FT) WEST OF, AND 1 M (3.28 FT) HIGHER THAN THE CENTER
 NU0214'OF THE SOUTHBOUND LANES, 2.1 M (6.89 FT) EAST OF THE FENCE, 2.3 M
 NU0214'(7.55 FT) SOUTH OF A FIBERGLASS WITNESS POST, AND 15 M (49.21 FT)
 NU0214'SOUTH OF A DROPOFF IN THE CUTBANK.
 NU0214'DESCRIBED BY G.R.HEID.
 NU0214
 NU0214                          STATION RECOVERY (1996)
 NU0214
 NU0214'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (CG)
 NU0214'STATION WAS RECOVERED IN GOOD CONDITION.  EXCEPT THE DISK IS A
 NU0214'HORIZONTAL CONTROL DISK AND NOT A TRIANGULATION DISK.
 NU0214
 NU0214                          STATION RECOVERY (1996)
 NU0214
 NU0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 NU0214'RECOVERED AS DESCRIBED BY A.L.  GRIMES III.
 NU0214
 NU0214                          STATION RECOVERY (1999)
 NU0214
 NU0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 NU0214'RECOVERED AS DESCRIBED.
 NU0214
 NU0214                          STATION RECOVERY (2003)
 NU0214
 NU0214'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0214'THE MARK IS WITHIN THE RIGHT-OF-WAY OF INTERSTATE 15. THE IDAHO
 NU0214'TRANSPORTATION DEPARTMENT, P.O. BOX 4700, POCATELLO, IDAHO 83205
 NU0214'(PHONE 208-239-3300) SHOULD BE CONTACTED FOR PERMISSION TO ACCESS THE
 NU0214'SITE PRIOR TO OCCUPATION OF THE STATION.
 NU0214
 NU0214                          STATION RECOVERY (2004)
 NU0214
 NU0214'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 NU0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0216 ***********************************************************************
 NU0216  DESIGNATION -  IDA 15 76 2 RM 3
 NU0216  PID         -  NU0216
 NU0216  STATE/COUNTY-  ID/BANNOCK
 NU0216  USGS QUAD   -  MC CAMMON (1968)
 NU0216
 NU0216                         *CURRENT SURVEY CONTROL
 NU0216  ___________________________________________________________________
 NU0216* NAD 83(1986)-  42 41 42.     (N)    112 13 17.     (W)     SCALED    
 NU0216* NAVD 88     -      1433.28   (+/-2cm)    4702.4    (feet)  VERTCON   
 NU0216  ___________________________________________________________________
 NU0216  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NU0216
 NU0216  VERT ORDER  -  THIRD (See Below)
 NU0216
 NU0216.The horizontal coordinates were scaled from a topographic map and have
 NU0216.an estimated accuracy of +/- 6 seconds.
 NU0216
 NU0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU0216.The vertical order pertains to the NGVD 29 superseded value.
 NU0216
 NU0216.The geoid height was determined by GEOID03.
 NU0216
 NU0216;                    North         East    Units  Estimated Accuracy
 NU0216;SPC ID E     -   114,220.      195,520.      MT  (+/- 180 meters Scaled)
 NU0216
 NU0216                          SUPERSEDED SURVEY CONTROL
 NU0216
 NU0216  NGVD 29 (03/27/06) 1432.21   (m)         4698.8    (f) RESET       3  
 NU0216
 NU0216.Superseded values are not recommended for survey control.
 NU0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0216.See file dsdata.txt to determine how the superseded data were derived.
 NU0216
 NU0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN999276(NAD 83)
 NU0216_MARKER: DR = REFERENCE MARK DISK
 NU0216_SETTING: 66 = SET IN ROCK OUTCROP
 NU0216_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NU0216_STAMPING: IDA 15-76 2 NO 3 1976
 NU0216_MARK LOGO: NGS   
 NU0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0216+STABILITY: POSITION/ELEVATION WELL
 NU0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0216+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1990
 NU0216
 NU0216  HISTORY     - Date     Condition        Report By
 NU0216  HISTORY     - 1976     MONUMENTED       NGS
 NU0216  HISTORY     - 19900616 GOOD             NGS
 NU0216
 NU0216                          STATION DESCRIPTION
 NU0216
 NU0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NU0216'3.5 MI NW FROM MCCAMMON.
 NU0216'REACHED FROM THE MCCAMMON POST OFFICE GO NORTH ON BUSINESS 15 FOR 0.5
 NU0216'MILE TO THE JUNCTION WITH U.S. HIGHWAY 30, TURN LEFT, AND GO WEST ON
 NU0216'U.S. HIGHWAY 30 FOR 0.8 MILE TO THE JUNCTION WITH INTERSTATE 15, TURN
 NU0216'RIGHT, AND GO NORTH ON INTERSTATE 15 FOR 2.5 MILES TO THE MARK ON THE
 NU0216'LEFT, 99 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES OF INTERSTATE
 NU0216'15, 30.59 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION IDA 15-76 2,
 NU0216'AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE CEMENTED IN A DRILL
 NU0216'HOLE IN BEDROCK THAT PROJECTS 3-INCHES.
 NU0216
 NU0216                          STATION RECOVERY (1990)
 NU0216
 NU0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NU0216'MARK IS LOCATED ABOUT 5 KM (3.1 MI) NORTHWEST OF MCCAMMON, ON THE
 NU0216'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 15, ON THE WEST SIDE OF THE
 NU0216'SOUTHBOUND LANES, ABOUT 592 M (1942.3 FT) SOUTH OF MILEPOST 50, AT
 NU0216'THE RIGHT-OF-WAY FENCE.  OWNERSHIP--STATE TRANSPORTATION
 NU0216'DEPARTMENT.TO REACH FROM THE JUNCTION OF US HIGHWAYS 30, 91 AND
 NU0216'INTERSTATE HIGHWAY 15 NEAR MCCAMMON, GO NORTH ON HIGHWAYS 15, 30 AND
 NU0216'91 FOR 2.95 KM (1.83 MI) TO MILEPOST 49.  CONTINUE NORTH FOR 1.03 KM
 NU0216'(0.64 MI) TO THE STATION ON A LOW BANK ON THE LEFT.  CONTINUE NORTH
 NU0216'FOR 0.44 KM (0.27 MI) TO A DIRT CROSSOVER.  TURN LEFT TO SOUTHBOUND
 NU0216'LANES, THEN SOUTH ON HIGHWAY FOR 0.44 KM (0.27 MI) TO THE STATION ON
 NU0216'THE RIGHT.MARK IS SET IN A DRILL HOLE IN A 0.4 M (1.3 FT) BY 1 M
 NU0216'(3.3 FT) FLAT LAVA OUTCROP PROJECTING 10 CM.  IT IS 29.9 M (98.1 FT)
 NU0216'WEST OF, AND 1 M (3.3 FT) HIGHER THAN THE CENTER OF THE SOUTHBOUND
 NU0216'LANES, 0.3 M (1.0 FT) EAST OF THE FENCE,  AND 11.7 M (38.4 FT)
 NU0216'SOUTH-SOUTHWEST OF THE FIBERGLASS WITNESS POST AT THE STATION, AND
 NU0216'LEVEL WITH THE STATION.DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0215 ***********************************************************************
 NU0215  DESIGNATION -  IDA 15 76 2 RM 4
 NU0215  PID         -  NU0215
 NU0215  STATE/COUNTY-  ID/BANNOCK
 NU0215  USGS QUAD   -  MC CAMMON (1968)
 NU0215
 NU0215                         *CURRENT SURVEY CONTROL
 NU0215  ___________________________________________________________________
 NU0215* NAD 83(1986)-  42 41 42.     (N)    112 13 16.     (W)     SCALED    
 NU0215* NAVD 88     -      1432.67   (+/-2cm)    4700.4    (feet)  VERTCON   
 NU0215  ___________________________________________________________________
 NU0215  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NU0215
 NU0215  VERT ORDER  -  THIRD (See Below)
 NU0215
 NU0215.The horizontal coordinates were scaled from a topographic map and have
 NU0215.an estimated accuracy of +/- 6 seconds.
 NU0215
 NU0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU0215.The vertical order pertains to the NGVD 29 superseded value.
 NU0215
 NU0215.The geoid height was determined by GEOID03.
 NU0215
 NU0215;                    North         East    Units  Estimated Accuracy
 NU0215;SPC ID E     -   114,220.      195,540.      MT  (+/- 180 meters Scaled)
 NU0215
 NU0215                          SUPERSEDED SURVEY CONTROL
 NU0215
 NU0215  NGVD 29 (03/27/06) 1431.60   (m)         4696.8    (f) RESET       3  
 NU0215
 NU0215.Superseded values are not recommended for survey control.
 NU0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0215.See file dsdata.txt to determine how the superseded data were derived.
 NU0215
 NU0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN999276(NAD 83)
 NU0215_MARKER: DR = REFERENCE MARK DISK
 NU0215_SETTING: 66 = SET IN ROCK OUTCROP
 NU0215_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NU0215_STAMPING: IDA 15-76 2 NO 4 1976
 NU0215_MARK LOGO: NGS   
 NU0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0215+STABILITY: POSITION/ELEVATION WELL
 NU0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0215+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1990
 NU0215
 NU0215  HISTORY     - Date     Condition        Report By
 NU0215  HISTORY     - 1976     MONUMENTED       NGS
 NU0215  HISTORY     - 19900616 GOOD             NGS
 NU0215
 NU0215                          STATION DESCRIPTION
 NU0215
 NU0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NU0215'3.5 MI NW FROM MCCAMMON.
 NU0215'REACHED FROM THE MCCAMMON POST OFFICE GO NORTH ON BUSINESS ROUTE 15
 NU0215'FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY 30, TURN LEFT, AND GO
 NU0215'WEST ON U.S. HIGHWAY 30 FOR 0.8 MILE TO THE JUNCTION WITH INTERSTATE
 NU0215'15, TURN RIGHT, AND GO NORTH ON INTERSTATE 15 FOR 2.5 MILES TO THE
 NU0215'MARK ON THE LEFT, 99 FEET WEST OF THE SOUTHBOUND LANES OF INTERSTATE
 NU0215'15, 36.22 FEET NORTH-NORTHWEST OF TRIANGULATION STATION IDA 15-76 2,
 NU0215'AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE CEMENTED IN A DRILL
 NU0215'HOLE IN BEDROCK THAT PROJECTS 6-INCHES.
 NU0215
 NU0215                          STATION RECOVERY (1990)
 NU0215
 NU0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NU0215'MARK IS LOCATED ABOUT 5 KM (3.1 MI) NORTHWEST OF MCCAMMON, ON THE
 NU0215'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 15, ON THE WEST SIDE OF THE
 NU0215'SOUTHBOUND LANES, ABOUT 571 M (1873.4 FT) SOUTH OF MILEPOST 50, AT
 NU0215'THE RIGHT-OF-WAY FENCE.  OWNERSHIP--STATE TRANSPORTATION
 NU0215'DEPARTMENT.TO REACH FROM THE JUNCTION OF US HIGHWAYS 30, 91 AND
 NU0215'INTERSTATE HIGHWAY 15 NEAR MCCAMMON, GO NORTH ON HIGHWAYS 15, 30 AND
 NU0215'91 FOR 2.95 KM (1.83 MI) TO MILEPOST 49.  CONTINUE NORTH FOR 1.03 KM
 NU0215'(0.64 MI) TO THE STATION ON A LOW BANK ON THE LEFT.  CONTINUE NORTH
 NU0215'FOR 0.44 KM (0.27 MI) TO A DIRT CROSSOVER.  TURN LEFT TO SOUTHBOUND
 NU0215'LANES, THEN SOUTH ON HIGHWAY FOR 0.44 KM (0.27 MI) TO THE STATION ON
 NU0215'THE RIGHT.MARK IS SET IN A DRILL HOLE IN A 1 M (3.3 FT) BY 1.5 M
 NU0215'(4.9 FT) LAVA OUTCROP PROJECTING 0.4 M (1.3 FT) AT ITS HIGHEST POINT.
 NU0215'IT IS 29.7 M (97.4 FT) WEST OF, AND 1 M (3.3 FT) HIGHER THAN THE
 NU0215'CENTER OF THE SOUTHBOUND LANES, 0.5 M (1.6 FT) EAST OF THE FENCE, 9.0
 NU0215'M (29.5 FT) NORTH-NORTHWEST OF THE FIBERGLASS WITNESS POST AT THE
 NU0215'STATION, SLIGHTLY LOWER THAN THE STATION, AND 3 M (9.8 FT) SOUTH OF
 NU0215'THE CUTBANK DROPOFF.DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0210 ***********************************************************************
 NU0210  DESIGNATION -  IDA 15 76 AZ MK
 NU0210  PID         -  NU0210
 NU0210  STATE/COUNTY-  ID/BANNOCK
 NU0210  USGS QUAD   -  MC CAMMON (1968)
 NU0210
 NU0210                         *CURRENT SURVEY CONTROL
 NU0210  ___________________________________________________________________
 NU0210* NAD 83(1986)-  42 41 56.     (N)    112 13 35.     (W)     SCALED    
 NU0210* NAVD 88     -      1428.359  (meters)    4686.21   (feet)  ADJUSTED  
 NU0210  ___________________________________________________________________
 NU0210  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 NU0210  DYNAMIC HT  -        1427.487 (meters)    4683.35  (feet)  COMP
 NU0210  MODELED GRAV-     979,960.9   (mgal)                       NAVD 88
 NU0210
 NU0210  VERT ORDER  -  SECOND    CLASS 0
 NU0210
 NU0210.The horizontal coordinates were scaled from a topographic map and have
 NU0210.an estimated accuracy of +/- 6 seconds.
 NU0210
 NU0210.The orthometric height was determined by differential leveling
 NU0210.and adjusted by the National Geodetic Survey in June 1991..
 NU0210
 NU0210.The geoid height was determined by GEOID03.
 NU0210
 NU0210.The dynamic height is computed by dividing the NAVD 88
 NU0210.geopotential number by the normal gravity value computed on the
 NU0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0210.degrees latitude (g = 980.6199 gals.).
 NU0210
 NU0210.The modeled gravity was interpolated from observed gravity values.
 NU0210
 NU0210;                    North         East    Units  Estimated Accuracy
 NU0210;SPC ID E     -   114,650.      195,110.      MT  (+/- 180 meters Scaled)
 NU0210
 NU0210                          SUPERSEDED SURVEY CONTROL
 NU0210
 NU0210  NGVD 29 (??/??/92) 1427.291  (m)         4682.70   (f) ADJ UNCH    2 0
 NU0210
 NU0210.Superseded values are not recommended for survey control.
 NU0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0210.See file dsdata.txt to determine how the superseded data were derived.
 NU0210
 NU0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN995281(NAD 83)
 NU0210_MARKER: DZ = AZIMUTH MARK DISK
 NU0210_SETTING: 66 = SET IN ROCK OUTCROP
 NU0210_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NU0210_STAMPING: IDA 15-76 1960
 NU0210_MARK LOGO: CGS   
 NU0210_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0210+STABILITY: POSITION/ELEVATION WELL
 NU0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0210+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1990
 NU0210
 NU0210  HISTORY     - Date     Condition        Report By
 NU0210  HISTORY     - 1960     MONUMENTED       CGS
 NU0210  HISTORY     - 19900616 GOOD             NGS
 NU0210
 NU0210                          STATION DESCRIPTION
 NU0210
 NU0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0210'3.5 MI NNW FROM MCCAMMON.
 NU0210'0.3 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT MCCAMMON
 NU0210'TO A Y-FORK AT SOUTHWEST OF RAILROAD OVERPASS, THENCE THE LEFT FORK
 NU0210'OFF THE HIGHWAY NORTH 0.3 MILE TO MERRILL ROAD, AND WEST ALONG MERRILL
 NU0210'ROAD 0.55 MILE TO A WIRE GATE, THROUGH WIRE GATE NORTH ON TRACK ROAD
 NU0210'TO FORKS, THENCE LEFT FORK OF TRACK ROAD NORTH 4.7 MILES WHERE MARK IS
 NU0210'25 FEET WEST FROM CENTER OF TRACK ROAD CEMENTED IN A LAVAL OUTCROP 6
 NU0210'FEET ABOVE THE ROAD, 5 FEET EAST SOUTHEAST FROM METAL WITNESS POST
 NU0210'WITH SIGN.  NOTE-- FROM THE P.O. GO NORTH ON U.S. HIGHWAY 91, 0.5
 NU0210'MILE, TURN LEFT (WEST) ON U.S. HIGHWAY 30N FOR 1.1 MILES, TURN RIGHT
 NU0210'THROUGH GATE ON DIRT ROAD AND GO NORTH FOR 3.1 MILES, WHERE MARK IS 25
 NU0210'FEET WEST ETC.
 NU0210
 NU0210                          STATION RECOVERY (1990)
 NU0210
 NU0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NU0210'MARK IS LOCATED ABOUT 5.5 KM (3.4 MI) NORTHWEST OF MCCAMMON, 0.3 KM
 NU0210'(0.2 MI) WEST OF INTERSTATE HIGHWAY 15, ON A SLIGHT SAGE-COVERED
 NU0210'NORTH-SOUTH RIDGE BETWEEN A CLIFF TO THE WEST AND A TRACK ROAD TO THE
 NU0210'EAST.  OWNERSHIP--UNKNOWN.TO REACH FROM THE JUNCTION OF US HIGHWAYS
 NU0210'30, 91 AND INTERSTATE HIGHWAY 15 NEAR MCCAMMON, GO NORTH ON HIGHWAYS
 NU0210'15, 30 AND 91 FOR 2.95 KM (1.83 MI) TO MILEPOST 49.  CONTINUE NORTH
 NU0210'FOR 1.03 KM (0.64 MI) TO THE STATION ON A LOW BANK ON THE LEFT.
 NU0210'CONTINUE NORTH FOR 0.44 KM (0.27 MI) TO A DIRT CROSSOVER.  TURN LEFT
 NU0210'TO SOUTHBOUND LANES, THEN SOUTH ON HIGHWAY FOR 0.44 KM (0.27 MI) TO
 NU0210'IDA 15-76 2 ON THE RIGHT ON A SLIGHT CUTBANK.  CLIMB FENCE AND PACK
 NU0210'NORTHWEST CROSS COUNTRY FOR 0.65 KM (0.40 MI) TO THE MARK AT A POINT
 NU0210'WHERE THE TRACK ROAD LEADING NORTH CLIMBS OUT OF A SLIGHT SWALE.MARK
 NU0210'IS SET IN A DRILL HOLE IN A FLUSH LAVA OUTCROP PROJECTING 1.5 M
 NU0210'(4.9 FT) ON ITS EAST SIDE.  IT IS 6.8 M (22.3 FT) WEST OF, AND 2 M
 NU0210'(6.6 FT) HIGHER THAN THE TRACK ROAD CENTER, 1.9 M (6.2 FT) SOUTHEAST
 NU0210'OF A METAL WITNESS POST, 1.5 M (4.9 FT) WEST OF THE EAST EDGE OF THE
 NU0210'OUTCROP, AND 25 M (82.0 FT) EAST OF THE CLIFF.DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0207 ***********************************************************************
 NU0207  DESIGNATION -  IDA 15 77
 NU0207  PID         -  NU0207
 NU0207  STATE/COUNTY-  ID/BANNOCK
 NU0207  USGS QUAD   -  MC CAMMON (1968)
 NU0207
 NU0207                         *CURRENT SURVEY CONTROL
 NU0207  ___________________________________________________________________
 NU0207* NAD 83(1992)-  42 42 57.53154(N)    112 13 23.35022(W)     ADJUSTED  
 NU0207* NAVD 88     -      1429.963  (meters)    4691.47   (feet)  ADJUSTED  
 NU0207  ___________________________________________________________________
 NU0207  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 NU0207  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 NU0207  DYNAMIC HT  -        1429.103 (meters)    4688.65  (feet)  COMP
 NU0207  MODELED GRAV-     979,969.2   (mgal)                       NAVD 88
 NU0207
 NU0207  HORZ ORDER  -  SECOND
 NU0207  VERT ORDER  -  SECOND    CLASS 0
 NU0207
 NU0207.The horizontal coordinates were established by classical geodetic methods
 NU0207.and adjusted by the National Geodetic Survey in July 1992..
 NU0207
 NU0207.The orthometric height was determined by differential leveling
 NU0207.and adjusted by the National Geodetic Survey in June 1991..
 NU0207
 NU0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0207
 NU0207.The geoid height was determined by GEOID03.
 NU0207
 NU0207.The dynamic height is computed by dividing the NAVD 88
 NU0207.geopotential number by the normal gravity value computed on the
 NU0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0207.degrees latitude (g = 980.6199 gals.).
 NU0207
 NU0207.The modeled gravity was interpolated from observed gravity values.
 NU0207
 NU0207;                    North         East     Units Scale Factor Converg.
 NU0207;SPC ID E     -   116,550.103   195,373.149   MT  0.99994763   -0 02 17.9
 NU0207;UTM  12      - 4,730,001.026   399,844.243   MT  0.99972341   -0 49 47.3
 NU0207
 NU0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0207!SPC ID E     -   0.99977777  x   0.99994763  =   0.99972541
 NU0207!UTM  12      -   0.99977777  x   0.99972341  =   0.99950124
 NU0207
 NU0207:                Primary Azimuth Mark                     Grid Az
 NU0207:SPC ID E     -  S 98                                     000 33 59.8
 NU0207:UTM  12      -  S 98                                     001 21 29.2
 NU0207
 NU0207|---------------------------------------------------------------------|
 NU0207| PID    Reference Object                     Distance      Geod. Az  |
 NU0207|                                                           dddmmss.s |
 NU0207| NU0205 S 98                                               0003141.9 |
 NU0207| NU0208 IDA 15 77 RM 2                        6.766 METERS 17900     |
 NU0207| NU0206 IDA 15 77 RM 1                        8.040 METERS 34532     |
 NU0207|---------------------------------------------------------------------|
 NU0207
 NU0207                          SUPERSEDED SURVEY CONTROL
 NU0207
 NU0207  NAD 83(1986)-  42 42 57.52446(N)    112 13 23.33441(W) AD(       ) 2
 NU0207  NAD 27      -  42 42 57.82840(N)    112 13 20.44650(W) AD(       ) 2
 NU0207  NGVD 29 (??/??/92) 1428.904  (m)         4688.00   (f) ADJ UNCH    2 0
 NU0207
 NU0207.Superseded values are not recommended for survey control.
 NU0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0207.See file dsdata.txt to determine how the superseded data were derived.
 NU0207
 NU0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9984430001(NAD 83)
 NU0207_MARKER: DE = TRAVERSE STATION DISK
 NU0207_SETTING: 66 = SET IN ROCK OUTCROP
 NU0207_SP_SET: LAVA OUTCROP
 NU0207_STAMPING: IDA 15077 1960
 NU0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0207+STABILITY: POSITION/ELEVATION WELL
 NU0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0207+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 NU0207
 NU0207  HISTORY     - Date     Condition        Report By
 NU0207  HISTORY     - 1960     MONUMENTED       CGS
 NU0207  HISTORY     - 1960     GOOD             CGS
 NU0207  HISTORY     - 1976     GOOD             NGS
 NU0207  HISTORY     - 1976     GOOD             NGS
 NU0207  HISTORY     - 1978     GOOD             NGS
 NU0207  HISTORY     - 20030423 GOOD             IDTD
 NU0207
 NU0207                          STATION DESCRIPTION
 NU0207
 NU0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0207'THE STATION IS ON THE FLAT DESERT LAND ABOUT MIDWAY BETWEEN
 NU0207'THE PORTNEUF RIVER AND MARSH CREEK, ON THE APPROXIMATE
 NU0207'CENTER LINE OF THE INTERSTATE ROUTE, 5 MILES NORTH-NORTHWEST OF
 NU0207'MC CAMMON.
 NU0207'
 NU0207'TO REACH THE STATION FROM MC CAMMON, PROCEED NORTH ON U.S.
 NU0207'HIGHWAYS 91 AND 191 FOR 0.5 MILE TO THE SOUTH END OF THE
 NU0207'RAILROAD OVERPASS AND A FORK, KEEP THE LEFT FORK, NORTH,
 NU0207'FOR 0.3 MILE TO THE BEGINING OF MERRILL ROAD AND THE OLD
 NU0207'HIGHWAY BEARS RIGHT UNDER THE RAILROAD, TURN LEFT, WEST,
 NU0207'FOLLOWING MERRILL ROAD FOR 0.55 MILE TO A WIRE GATE ON THE
 NU0207'RIGHT, TURN RIGHT, NORTH, THROUGH THE GATE FOR 0.15 MILE
 NU0207'TO A FORK, KEEP THE RIGHT FORK, NORTHERLY, FOR 4.2 MILES
 NU0207'THENCE EAST CROSS COUNTRY FOR ABOUT 400 FEET TO THE STATION
 NU0207'ON THE SUMMIT OF A LOW LAVA OUTCROPPING 4 FEET EAST OF A
 NU0207'METAL WITNESS POST WITH SIGN ATTACHED.
 NU0207'
 NU0207'THE STATION MARK, STAMPED IDA 15-77 1960, IS A STANDARD
 NU0207'TRAVERSE DISK SET IN CEMENT IN A DRILL HOLE IN THE OUTCROPPING
 NU0207'LAVA BEDROCK, FLUSH WITH THE SURFACE AND ABOUT 6 FEET EAST OF THE
 NU0207'PROPOSED CENTER LINE OF THE INTERSTATE ROUTE.
 NU0207'
 NU0207'REFERENCE MARK 1, STAMPED IDA 15-77 NO 1 1960, IS A STANDARD
 NU0207'DISK SET IN CEMENT IN A DRILL HOLE AT THE NORTH EDGE OF THE
 NU0207'LAVA BLUFF WHICH PROJECTS ABOUT 5 FEET.  IT IS ABOUT LEVEL
 NU0207'WITH THE STATION MARK.
 NU0207'
 NU0207'REFERENCE MARK 2, STAMPED IDA 15-77 NO 2 1960, IS A STANDARD
 NU0207'DISK SET IN CEMENT IN A DRILL HOLE FLUSH WITH THE SURFACE
 NU0207'AND LEVEL WITH THE STATION MARK.
 NU0207'
 NU0207'THE AZIMUTH MARK, STAMPED S 98 1960, IS A STANDARD BENCH
 NU0207'MARK DISK SET IN CEMENT IN A DRILL HOLE IN LAVA BEDROCK FLUSH
 NU0207'WITH THE GROUND AND 7 FEET EAST OF A METAL WITNESS POST WITH
 NU0207'SIGN ATTACHED.  SEE NOTE BELOW.
 NU0207'
 NU0207'AFTER CONSTRUCTION OF THE INTERSTATE ROUTE ALL OF THE STATIONS
 NU0207'MIGHT BETTER BE REACHED FROM EITHER MC CAMMON OR INKOM VIA
 NU0207'THE NEW HIGHWAY.  REFERENCE TO THOSE STATIONS BETWEEN INKOM
 NU0207'AND MC CAMMON ONLY.
 NU0207'
 NU0207'NOTE.
 NU0207'
 NU0207'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTH
 NU0207'ALONG THE TRACK ROAD FOR 0.15 MILE THENCE BEAR LEFT, CROSS
 NU0207'COUNTRY, FOR 0.3 MILE TO THE MARK.  THIS MARK IS NEAR THE
 NU0207'CENTER LINE OF THE PROPOSED ROUTING OF THE INTERSTATE ROUTE.
 NU0207
 NU0207                          STATION RECOVERY (1960)
 NU0207
 NU0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0207'4.0 MI NNW FROM MCCAMMON.
 NU0207'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE IN
 NU0207'MCCAMMON TO A Y-FORK AT THE SOUTHWEST END OF A RAILROAD OVERPASS,
 NU0207'THENCE LEFT FORK NORTH OFF THE HIGHWAY 0.3 MILE TO MERRILL ROAD, AND
 NU0207'ALONG MERRILL ROAD WEST 0.55 MILE TO A WIRE GATE, THROUGH GATE AND
 NU0207'NORTH 0.15 MILE ON A TRACK ROAD TO A FORKS, THENCE KEEP RIGHT FORK OF
 NU0207'TRACK ROAD NORTHERLY 4.2 MILES, THENCE EAST CROSS COUNTRY ABOUT 400
 NU0207'FEET WHERE IS MARK ON A LOW LAVA OUTCROP IN THE FLAT DESERT LAND.  ON
 NU0207'THE APPROXIMATE CENTER LINE OF THE INTERSTATE HIGHWAY 15 ROUTE, 4 FEET
 NU0207'EAST FROM A METAL WITNESS POST WITH SIGN ATTACHED, CEMENTED IN A DRILL
 NU0207'HOLE OF THE LAVA OUTCROP.  NOTE-- FROM THE MCCAMMON INTERCHANGE ON
 NU0207'INTERSTATE 15, GO NORTH 3.9 MILES ON INTERSTATE 15, THENCE 80 FEET
 NU0207'WEST OF THE WEST EDGE OF THE NORTH BOUND LANES, 4 FEET EAST FROM A
 NU0207'METAL ETC.
 NU0207
 NU0207                          STATION RECOVERY (1976)
 NU0207
 NU0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NU0207'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 794.
 NU0207'
 NU0207'THE STATION MARK, BOTH REFERENCE MARKS, AND BENCH MARK S 98 WERE
 NU0207'RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED, AND THE
 NU0207'ORIGINAL DESCRIPTION IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION
 NU0207'FOLLOWS.
 NU0207'
 NU0207'THE STATION IS IN THE MEDIAN OF INTERSTATE 15.
 NU0207'
 NU0207'TO REACH THE STATION FROM THE MCCAMMON POST OFFICE GO NORTH ON
 NU0207'BUSINESS ROUTE 15 FOR 0.5 MILE TO U.S. HIGHWAY 30, TURN LEFT, AND GO
 NU0207'WEST ON U.S. HIGHWAY 30 FOR 0.8 MILE TO INTERSTATE 15, TURN RIGHT,
 NU0207'AND GO NORTH ON INTERSTATE 15 FOR 3.9 MILES TO THE STATION ON THE
 NU0207'LEFT.
 NU0207'
 NU0207'THE STATION MARK, STAMPED IDA 15-77 1960, IS A STANDARD DISK
 NU0207'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 18-INCHES, 150
 NU0207'FEET NORTH OF MILEPOST NO. 51, 100 FEET WEST OF THE CENTER OF THE
 NU0207'NORTHBOUND LANES OF INTERSTATE 15, AND 3 FEET SOUTHEAST OF A
 NU0207'METAL WITNESS POST.
 NU0207'
 NU0207'REFERENCE MARK NO. 1, STAMPED IDA 15-77 NO 1 1960, IS A STANDARD DISK
 NU0207'IN BEDROCK THAT PROJECTS 4-FEET ON THE NORTH SIDE, AND IS FLUSH WITH
 NU0207'THE GROUND ON THE SOUTH SIDE, 100 FEET WEST OF THE CENTER OF THE
 NU0207'NORTHBOUND LANES OF INTERSTATE 15, AND 2-FEET LOWER THAN THE
 NU0207'STATION.
 NU0207'
 NU0207'REFERENCE MARK NO. 2, STAMPED IDA 15-77 NO 2 1960, IS A STANDARD
 NU0207'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2-FEET, 100
 NU0207'FEET WEST OF THE CENTER OF THE NORTHBOUND LANES, AND 1 FOOT LOWER
 NU0207'THAN THE STATION.
 NU0207'
 NU0207'TO REACH BENCH MARK S 98, WHICH WAS USED FOR THE AZIMUTH MARK, FROM
 NU0207'THE STATION GO NORTH ON INTERSTATE 15 FOR 0.5 MILE TO THE MARK ON
 NU0207'THE RIGHT.
 NU0207'
 NU0207'BENCH MARK S 98, STAMPED S 98 1960, IS A STANDARD BENCH MARK DISK
 NU0207'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 6-INCHES, 95 FEET
 NU0207'EAST OF THE CENTER OF THE NORTHBOUND LANES OF INTERSTATE 15, 6 FEET
 NU0207'EAST OF A METAL WITNESS POST, AND 5 FEET WEST OF THE RIGHT-OF-WAY
 NU0207'FENCE LINE.
 NU0207'
 NU0207'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NNW OF
 NU0207'MCCAMMON.
 NU0207
 NU0207                          STATION RECOVERY (1976)
 NU0207
 NU0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NU0207'REACHED FROM THE MCCAMMON POST OFFICE GO NORTH ON BUSINESS ROUTE 15
 NU0207'FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY 30, TURN LEFT, AND GO
 NU0207'WEST ON U.S. HIGHWAY 30 FOR 0.8 MILE TO THE JUNCTION WITH INTERSTATE
 NU0207'15, TURN RIGHT, AND GO NORTH ON INTERSTATE 15 FOR 3.9 MILES TO THE
 NU0207'MARK ON THE LEFT, 150 FEET SOUTH OF MILEPOST NO. 51, 100 FEET WEST OF
 NU0207'THE CENTER OF THE NORTHBOUND LANES OF INTERSTATE 15, AND 3 FEET
 NU0207'SOUTHEAST OF A METAL WITNESS POST, CEMENTED IN A DRILL HOLE IN
 NU0207'BEDROCK THAT PROJECTS 18-INCHES.
 NU0207
 NU0207                          STATION RECOVERY (1978)
 NU0207
 NU0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NU0207'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 794, AND A
 NU0207'RECOVERY NOTE SUBMITTED BY C.L.N. DATED 1976.
 NU0207'
 NU0207'THE STATION MARK, BOTH REFERENCE MARKS, AND BENCH MARK S 98,
 NU0207'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 NU0207'RECOVERY NOTE DATED 1976.  THE TO REACH IS CORRECT, AND ADEQUATE
 NU0207'FOR RECOVERY.  THE STATION WAS NOT OCCUPIED THIS DATE.
 NU0207'
 NU0207'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NNW OF
 NU0207'MCCAMMON.
 NU0207
 NU0207                          STATION RECOVERY (2003)
 NU0207
 NU0207'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0207'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN THE MEDIAN OF
 NU0207'INTERSTATE 15. BECAUSE THE STATION AND REFERENCE MARKS ARE ALL WITHIN
 NU0207'THE RIGHT-OF-WAY OF I-15, THE IDAHO TRANSPORTATION DEPARTMENT, P.O.
 NU0207'BOX 4700, POCATELLO, IDAHO 83205 (PHONE 208-239-3300)SHOULD BE
 NU0207'CONTACTED FOR PERMISSION TO ACCESS THE SITE PRIOR TO OCCUPATION OF ANY
 NU0207'OF THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0206 ***********************************************************************
 NU0206  DESIGNATION -  IDA 15 77 RM 1
 NU0206  PID         -  NU0206
 NU0206  STATE/COUNTY-  ID/BANNOCK
 NU0206  USGS QUAD   -  MC CAMMON (1968)
 NU0206
 NU0206                         *CURRENT SURVEY CONTROL
 NU0206  ___________________________________________________________________
 NU0206* NAD 83(1986)-  42 42 58.     (N)    112 13 23.     (W)     SCALED    
 NU0206* NAVD 88     -      1429.308  (meters)    4689.32   (feet)  ADJUSTED  
 NU0206  ___________________________________________________________________
 NU0206  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 NU0206  DYNAMIC HT  -        1428.448 (meters)    4686.50  (feet)  COMP
 NU0206  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 NU0206
 NU0206  VERT ORDER  -  SECOND    CLASS 0
 NU0206
 NU0206.The horizontal coordinates were scaled from a topographic map and have
 NU0206.an estimated accuracy of +/- 6 seconds.
 NU0206
 NU0206.The orthometric height was determined by differential leveling
 NU0206.and adjusted by the National Geodetic Survey in June 1991..
 NU0206
 NU0206.The geoid height was determined by GEOID03.
 NU0206
 NU0206.The dynamic height is computed by dividing the NAVD 88
 NU0206.geopotential number by the normal gravity value computed on the
 NU0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0206.degrees latitude (g = 980.6199 gals.).
 NU0206
 NU0206.The modeled gravity was interpolated from observed gravity values.
 NU0206
 NU0206;                    North         East    Units  Estimated Accuracy
 NU0206;SPC ID E     -   116,570.      195,380.      MT  (+/- 180 meters Scaled)
 NU0206
 NU0206                          SUPERSEDED SURVEY CONTROL
 NU0206
 NU0206  NGVD 29 (??/??/92) 1428.248  (m)         4685.84   (f) ADJ UNCH    2 0
 NU0206
 NU0206.Superseded values are not recommended for survey control.
 NU0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0206.See file dsdata.txt to determine how the superseded data were derived.
 NU0206
 NU0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN998300(NAD 83)
 NU0206_MARKER: DR = REFERENCE MARK DISK
 NU0206_SETTING: 66 = SET IN ROCK OUTCROP
 NU0206_SP_SET: LAVA OUTCROP
 NU0206_STAMPING: IDA 15-77 NO 1 1960
 NU0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0206+STABILITY: POSITION/ELEVATION WELL
 NU0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0206+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 NU0206
 NU0206  HISTORY     - Date     Condition        Report By
 NU0206  HISTORY     - 1960     MONUMENTED       CGS
 NU0206  HISTORY     - 1976     GOOD             NGS
 NU0206  HISTORY     - 20030423 GOOD             IDTD
 NU0206
 NU0206                          STATION DESCRIPTION
 NU0206
 NU0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0206'4.0 MI NNW FROM MCCAMMON.
 NU0206'ABOUT 0.5 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT
 NU0206'MCCAMMON TO A Y-FORK AT THE SOUTHWEST END OF A RAILROAD OVERPASS,
 NU0206'THENCE LEFT FORK OFF THE HIGHWAY 0.3 MILE TO MERRILL ROAD, AND ALONG
 NU0206'MERRILL ROAD WEST 0.55 MILE TO A WIRE GATE, THROUGH GATE AND NORTH
 NU0206'0.15 MILE ON A TRACK ROAD TO A FORKS, THENCE RIGHT FORK OF TRACK ROAD
 NU0206'NORTHERLY 4.2 MILES, THENCE EAST CROSS COUNTRY ABOUT 400 FEET TO LOW
 NU0206'LAVA OUTCROP, 26.4 FEET NORTH NORTHWEST FROM THE TRAVERSE STATION MARK
 NU0206'IDA 15-77, AND CEMENTED IN A DRILL HOLE OF LAVA OUTCROP AT NORTH EDGE
 NU0206'OF BLUFF ABOUT 5 FEET HIGH.
 NU0206
 NU0206                          STATION RECOVERY (1976)
 NU0206
 NU0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NU0206'REACHED FROM THE MCCAMMON POST OFFICE GO NORTH ON BUSINESS ROUTE 15
 NU0206'FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY 30, TURN LEFT, AND GO
 NU0206'WEST ON U.S. HIGHWAY 30 FOR 0.8 MILE TO THE JUNCTION WITH INTERSTATE
 NU0206'15, TURN RIGHT, AND GO NORTH ON INTERSTATE 15 FOR 3.9 MILES TO THE
 NU0206'MARK ON THE LEFT, 100 FEET WEST OF THE CENTER OF THE NORTHBOUND LANES
 NU0206'OF INTERSTATE 15, AND 29 FEET SOUTH OF A METAL WITNESS POST, CEMENTED
 NU0206'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 4-FEET ON THE NORTH SIDE,
 NU0206'AND FLUSH WITH THE GROUND ON THE SOUTH SIDE.
 NU0206
 NU0206                          STATION RECOVERY (2003)
 NU0206
 NU0206'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0206'SEE STATION IDA 15 77 (NU0207) FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0208 ***********************************************************************
 NU0208  DESIGNATION -  IDA 15 77 RM 2
 NU0208  PID         -  NU0208
 NU0208  STATE/COUNTY-  ID/BANNOCK
 NU0208  USGS QUAD   -  MC CAMMON (1968)
 NU0208
 NU0208                         *CURRENT SURVEY CONTROL
 NU0208  ___________________________________________________________________
 NU0208* NAD 83(1986)-  42 42 58.     (N)    112 13 23.     (W)     SCALED    
 NU0208* NAVD 88     -      1429.711  (meters)    4690.64   (feet)  ADJUSTED  
 NU0208  ___________________________________________________________________
 NU0208  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 NU0208  DYNAMIC HT  -        1428.851 (meters)    4687.82  (feet)  COMP
 NU0208  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 NU0208
 NU0208  VERT ORDER  -  SECOND    CLASS 0
 NU0208
 NU0208.The horizontal coordinates were scaled from a topographic map and have
 NU0208.an estimated accuracy of +/- 6 seconds.
 NU0208
 NU0208.The orthometric height was determined by differential leveling
 NU0208.and adjusted by the National Geodetic Survey in June 1991..
 NU0208
 NU0208.The geoid height was determined by GEOID03.
 NU0208
 NU0208.The dynamic height is computed by dividing the NAVD 88
 NU0208.geopotential number by the normal gravity value computed on the
 NU0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0208.degrees latitude (g = 980.6199 gals.).
 NU0208
 NU0208.The modeled gravity was interpolated from observed gravity values.
 NU0208
 NU0208;                    North         East    Units  Estimated Accuracy
 NU0208;SPC ID E     -   116,570.      195,380.      MT  (+/- 180 meters Scaled)
 NU0208
 NU0208                          SUPERSEDED SURVEY CONTROL
 NU0208
 NU0208  NGVD 29 (??/??/92) 1428.652  (m)         4687.17   (f) ADJ UNCH    2 0
 NU0208
 NU0208.Superseded values are not recommended for survey control.
 NU0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0208.See file dsdata.txt to determine how the superseded data were derived.
 NU0208
 NU0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN998300(NAD 83)
 NU0208_MARKER: DR = REFERENCE MARK DISK
 NU0208_SETTING: 66 = SET IN ROCK OUTCROP
 NU0208_SP_SET: LAVA OUTCROP
 NU0208_STAMPING: IDA 15-77 NO 2 1960
 NU0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0208+STABILITY: POSITION/ELEVATION WELL
 NU0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0208+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 NU0208
 NU0208  HISTORY     - Date     Condition        Report By
 NU0208  HISTORY     - 1960     MONUMENTED       CGS
 NU0208  HISTORY     - 1976     GOOD             NGS
 NU0208  HISTORY     - 20030423 GOOD             IDTD
 NU0208
 NU0208                          STATION DESCRIPTION
 NU0208
 NU0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0208'4.0 MI NNW FROM MCCAMMON.
 NU0208'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT
 NU0208'MCCAMMON TO A Y-FORK AT THE SOUTHWEST END OF A RAILROAD OVERPASS,
 NU0208'THENCE LEFT FORK OFF THE HIGHWAY NORTH 0.3 MILE TO MERRILL ROAD, AND
 NU0208'ALONG MERRILL ROAD WEST 0.55 MILE TO A WIRE GATE, THROUGH GATE AND
 NU0208'NORTH ON TRACK ROAD 0.15 MILE TO A FORKS, THENCE RIGHT FORK OF TRACK
 NU0208'ROAD NORTHERLY 4.2 MILES, THENCE EAST CROSS COUNTRY ABOUT 400 FEET TO
 NU0208'LOW LAVA OUTCROP, 22.2 FEET SOUTH FROM TRAVERSE STATION IDA 15-77, AND
 NU0208'CEMENTED IN A DRILL HOLE IN THE LAVA OUTCROP.
 NU0208
 NU0208                          STATION RECOVERY (1976)
 NU0208
 NU0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NU0208'REACHED FROM THE MCCAMMON POST OFFICE GO NORTH ON BUSINESS ROUTE 15
 NU0208'FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY 30, TURN LEFT, AND GO
 NU0208'WEST ON U.S. HIGHWAY 30 FOR 0.8 MILE TO THE JUNCTION WITH INTERSTATE
 NU0208'15, TURN RIGHT, AND GO NORTH ON INTERSTATE 15 FOR 3.9 MILES TO THE
 NU0208'MARK ON THE LEFT, 100 FEET WEST OF THE CENTER OF THE NORTHBOUND LANES
 NU0208'OF INTERSTATE 15, AND 20 FEET NORTH OF A METAL WITNESS POST, CEMENTED
 NU0208'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2-FEET.
 NU0208
 NU0208                          STATION RECOVERY (2003)
 NU0208
 NU0208'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0208'SEE STATION IDA 15 77 (NU0207) FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0203 ***********************************************************************
 NU0203  DESIGNATION -  IDA 15 78
 NU0203  PID         -  NU0203
 NU0203  STATE/COUNTY-  ID/BANNOCK
 NU0203  USGS QUAD   -  MC CAMMON (1968)
 NU0203
 NU0203                         *CURRENT SURVEY CONTROL
 NU0203  ___________________________________________________________________
 NU0203* NAD 83(1992)-  42 43 48.02679(N)    112 13 27.97836(W)     ADJUSTED  
 NU0203* NAVD 88     -      1426.612  (meters)    4680.48   (feet)  ADJUSTED  
 NU0203  ___________________________________________________________________
 NU0203  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 NU0203  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NU0203  DYNAMIC HT  -        1425.762 (meters)    4677.69  (feet)  COMP
 NU0203  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 NU0203
 NU0203  HORZ ORDER  -  SECOND
 NU0203  VERT ORDER  -  SECOND    CLASS 0
 NU0203
 NU0203.The horizontal coordinates were established by classical geodetic methods
 NU0203.and adjusted by the National Geodetic Survey in July 1992..
 NU0203
 NU0203.The orthometric height was determined by differential leveling
 NU0203.and adjusted by the National Geodetic Survey in June 1991..
 NU0203
 NU0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0203
 NU0203.The geoid height was determined by GEOID03.
 NU0203
 NU0203.The dynamic height is computed by dividing the NAVD 88
 NU0203.geopotential number by the normal gravity value computed on the
 NU0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0203.degrees latitude (g = 980.6199 gals.).
 NU0203
 NU0203.The modeled gravity was interpolated from observed gravity values.
 NU0203
 NU0203;                    North         East     Units Scale Factor Converg.
 NU0203;SPC ID E     -   118,108.254   195,268.910   MT  0.99994764   -0 02 21.1
 NU0203;UTM  12      - 4,731,560.119   399,761.560   MT  0.99972361   -0 49 51.3
 NU0203
 NU0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0203!SPC ID E     -   0.99977829  x   0.99994764  =   0.99972594
 NU0203!UTM  12      -   0.99977829  x   0.99972361  =   0.99950196
 NU0203
 NU0203|---------------------------------------------------------------------|
 NU0203| PID    Reference Object                     Distance      Geod. Az  |
 NU0203|                                                           dddmmss.s |
 NU0203| NU0202 IDA 15 78 RM 1                        8.860 METERS 00120     |
 NU0203| NU0201 IDA 15 78 RM 3 AZIMUTH                             0625849.3 |
 NU0203| NU0204 IDA 15 78 RM 2                        8.176 METERS 17035     |
 NU0203|---------------------------------------------------------------------|
 NU0203
 NU0203                          SUPERSEDED SURVEY CONTROL
 NU0203
 NU0203  NAD 83(1986)-  42 43 48.01975(N)    112 13 27.96243(W) AD(       ) 2
 NU0203  NAD 27      -  42 43 48.32390(N)    112 13 25.07410(W) AD(       ) 2
 NU0203  NGVD 29 (??/??/92) 1425.561  (m)         4677.03   (f) ADJ UNCH    2 0
 NU0203
 NU0203.Superseded values are not recommended for survey control.
 NU0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0203.See file dsdata.txt to determine how the superseded data were derived.
 NU0203
 NU0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9976231560(NAD 83)
 NU0203_MARKER: DS = TRIANGULATION STATION DISK
 NU0203_SETTING: 66 = SET IN ROCK OUTCROP
 NU0203_SP_SET: LAVA
 NU0203_STAMPING: IDA 15-78 1960
 NU0203_MARK LOGO: CGS   
 NU0203_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0203+STABILITY: POSITION/ELEVATION WELL
 NU0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0203+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 NU0203
 NU0203  HISTORY     - Date     Condition        Report By
 NU0203  HISTORY     - 1960     MONUMENTED       CGS
 NU0203  HISTORY     - 1960     GOOD             CGS
 NU0203  HISTORY     - 19930408 GOOD             LOCENG
 NU0203  HISTORY     - 20030423 GOOD             IDTD
 NU0203
 NU0203                          STATION DESCRIPTION
 NU0203
 NU0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0203'THE STATION IS ON THE LAVA BENCH BETWEEN THE PORTNEUF RIVER
 NU0203'TO THE EAST AND MARSH CREEK TO THE WEST, 7 MILES NORTH-NORTHWEST
 NU0203'OF MC CAMMON AND ON THE CENTER LINE OF THE SURVEYED ROUTE
 NU0203'OF THE INTERSTATE ROUTE AT HIGHWAY STATION 752 + 66.3.
 NU0203'
 NU0203'TO REACH THE STATION FROM MC CAMMON POST OFFICE, PROCEED NORTH
 NU0203'ALONG U.S. HIGHWAYS 91 AND 191 FOR 0.5 MILE TO THE SOUTH END
 NU0203'OF THE RAILROAD OVERPASS AND A FORK, KEEP THE LEFT FORK STRAIGHT
 NU0203'AHEAD FOR 0.3 MILE TO MERRILL ROAD, TURN LEFT, WEST, FOLLOWING
 NU0203'MERRILL ROAD FOR 0.45 MILE TO A WIRE GATE ON THE RIGHT, AFTER PASSING
 NU0203'THROUGH THE GATE, FOLLOW THE TRACK ROAD NORTH FOR 0.15 MILE
 NU0203'TO A FORK, THE LEFT FORK FOLLOWS A BURIED PIPE LINE
 NU0203'NORTHWESTERLY, KEEP THE RIGHT FORK, NORTHERLY, FOR 5.5 MILES,
 NU0203'TURN LEFT, WEST, CROSS COUNTRY FOR 0.1 MILE TO A METAL
 NU0203'WITNESS POST WITH SIGN AND THE AZIMUTH MARK, CONTINUE
 NU0203'WEST, PICKING THE BEST ROUTE THROUGH THE TALL SAGE BRUSH
 NU0203'AND LARGE ROCKS FOR 0.3 MILE TO A METAL WITNESS POST WITH
 NU0203'SIGN ATTACHED AND THE STATION SITE.
 NU0203'
 NU0203'AN ALTERNATE ROUTE MAY BE TO FOLLOW THE INTER/STATE ROUTE
 NU0203'FORM EITHER INKOM OR MC CAMMON TO THE HIGHWAY STATION 752 + 66.3
 NU0203'AND THE STATION SITE.
 NU0203'
 NU0203'THE STATION MARK, STAMPED IDA 15-78 1960, IS A STANDARD
 NU0203'TRAVERSE DISK SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 NU0203'BEDROCK FLUSH WITH THE SURFACE.
 NU0203'
 NU0203'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN CEMENT
 NU0203'IN DRILL HOLES IN OUTCROPPING BEDROCK ALONG THE TANGENT
 NU0203'OF THE HIGHWAY, NO 1 BEING ABOUT 1-FOOT LOWER THAN THE STATION
 NU0203'MARK AND NO 2 ABOUT LEVEL WITH THE STATION MARK.  THEY ARE
 NU0203'STAMPED IDA 15-78 1960, NO 1 AND NO 2 RESPECTIVELY.
 NU0203'
 NU0203'THE AZIMUTH MARK, STAMPED IDA 15-78 NO 3 1960, IS A STANDARD
 NU0203'REFERENCE MARK DISK SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING
 NU0203'BEDROCK 6 FEET NORTHWEST OF THE METAL WITNESS POST WITH SIGN
 NU0203'ATTACHED ON THE FIRST LAVA BENCH WEST OF THE TRACK ROAD
 NU0203'AND ABOUT 0.2 MILE WEST OF THE HIGH LAVA OUTCROPPING WHICH
 NU0203'FOLLOWS ALONG THE EAST SIDE OF THE TRACK ROAD.  THIS IS A
 NU0203'VERY NOTICEABLE LAVA CLIFF WHICH IS IMPASSABLE FROM INKOM
 NU0203'TO MC CAMMON EXCEPT BY THE ABOVE MENTIONED ROAD.
 NU0203
 NU0203                          STATION RECOVERY (1960)
 NU0203
 NU0203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0203'5.0 MI S FROM INKOM.
 NU0203'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE IN
 NU0203'MCCAMMON TO A Y-FORK AT THE SOUTHWEST END OF A RAILROAD OVERPASS,
 NU0203'THENCE THE LEFT FORK OFF THE HIGHWAY AND NORTH 0.3 TO MERRILL ROAD,
 NU0203'THENCE WEST ON MERRILL ROAD FOR 0.45 MILE TO A WIRE GATE, TURN NORTH
 NU0203'OFF THE ROAD AND THROUGH THE GATE, THENCE 0.15 MILE TO A FORKS, WHEN
 NU0203'KEEP THE RIGHT FORK AND NORTHERLY 5.5 MILES AND TURN LEFT, AND WEST
 NU0203'CROSS COUNTRY 0.1 MILE TO METAL WITNESS POST WITH SIGN AT REFERENCE
 NU0203'MARK NO. 3 (AZIMUTH MARK FOR STATION THENCE PICK BEST ROUTE THROUGH
 NU0203'SAGE BRUSH AND ROCKS FOR 0.3 MILE ONTO LAVA BENCH, WITH THE MARK
 NU0203'WITNESSED BY A METAL WITNESS POST AND SIGN.  NOTE-- FROM THE MCCAMMON
 NU0203'INTERCHANGE ON INTERSTATE 15, THENCE 80 FEET WEST OF THE WEST EDGE OF
 NU0203'THE NORTH BOUND LANES, TO A METAL WITNESS POST ETC.
 NU0203
 NU0203                          STATION RECOVERY (1993)
 NU0203
 NU0203'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NU0203'RECOVERED AS DESCRIBED.
 NU0203
 NU0203                          STATION RECOVERY (2003)
 NU0203
 NU0203'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0203'RECOVERED THE STATION AND BOTH REFERENCE MARKS IN THE MEDIAN OF
 NU0203'INTERSTATE 15 ABOUT 15 METERS (50 FT.) SOUTH OF MILEPOST 52. BECAUSE
 NU0203'ALL THREE MARKS ARE WITHIN THE RIGHT-OF-WAY OF I-15, THE IDAHO
 NU0203'TRANSPORTATION DEPARTMENT, P.O. BOX 4700, POCATELLO, IDAHO 83205
 NU0203'(PHONE 208-239-3300)SHOULD BE CONTACTED FOR PERMISSION TO ACCESS THE
 NU0203'SITE PRIOR TO OCCUPATION OF THESE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0202 ***********************************************************************
 NU0202  DESIGNATION -  IDA 15 78 RM 1
 NU0202  PID         -  NU0202
 NU0202  STATE/COUNTY-  ID/BANNOCK
 NU0202  USGS QUAD   -  MC CAMMON (1968)
 NU0202
 NU0202                         *CURRENT SURVEY CONTROL
 NU0202  ___________________________________________________________________
 NU0202* NAD 83(1986)-  42 43 48.     (N)    112 13 28.     (W)     SCALED    
 NU0202* NAVD 88     -      1426.356  (meters)    4679.64   (feet)  ADJUSTED  
 NU0202  ___________________________________________________________________
 NU0202  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NU0202  DYNAMIC HT  -        1425.506 (meters)    4676.85  (feet)  COMP
 NU0202  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 NU0202
 NU0202  VERT ORDER  -  SECOND    CLASS 0
 NU0202
 NU0202.The horizontal coordinates were scaled from a topographic map and have
 NU0202.an estimated accuracy of +/- 6 seconds.
 NU0202
 NU0202.The orthometric height was determined by differential leveling
 NU0202.and adjusted by the National Geodetic Survey in June 1991..
 NU0202
 NU0202.The geoid height was determined by GEOID03.
 NU0202
 NU0202.The dynamic height is computed by dividing the NAVD 88
 NU0202.geopotential number by the normal gravity value computed on the
 NU0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0202.degrees latitude (g = 980.6199 gals.).
 NU0202
 NU0202.The modeled gravity was interpolated from observed gravity values.
 NU0202
 NU0202;                    North         East    Units  Estimated Accuracy
 NU0202;SPC ID E     -   118,110.      195,270.      MT  (+/- 180 meters Scaled)
 NU0202
 NU0202                          SUPERSEDED SURVEY CONTROL
 NU0202
 NU0202  NGVD 29 (??/??/92) 1425.304  (m)         4676.18   (f) ADJ UNCH    2 0
 NU0202
 NU0202.Superseded values are not recommended for survey control.
 NU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0202.See file dsdata.txt to determine how the superseded data were derived.
 NU0202
 NU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN997315(NAD 83)
 NU0202_MARKER: DR = REFERENCE MARK DISK
 NU0202_SETTING: 66 = SET IN ROCK OUTCROP
 NU0202_SP_SET: BEDROCK
 NU0202_STAMPING: IDA 15-78 NO 1 1960
 NU0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0202+STABILITY: POSITION/ELEVATION WELL
 NU0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0202+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 NU0202
 NU0202  HISTORY     - Date     Condition        Report By
 NU0202  HISTORY     - 1960     MONUMENTED       CGS
 NU0202  HISTORY     - 20030423 GOOD             IDTD
 NU0202
 NU0202                          STATION DESCRIPTION
 NU0202
 NU0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0202'5.0 MI S FROM INKOM.
 NU0202'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE POST OFFICE AT
 NU0202'MCCAMMON TO A Y-FORK AT THE SOUTHWEST END OF A RAILROAD OVERPASS,
 NU0202'THENCE THE LEFT FORK OFF THE HIGHWAY AND NORTH 0.3 MILE TO MERRILL
 NU0202'ROAD, AND WEST ALONG MERRILL ROAD FOR 0.45 MILE TO A WIRE GATE, TURN
 NU0202'NORTH THROUGH WIRE GATE AND ALONG THE TRACK ROAD 0.15 MILE TO A FORKS,
 NU0202'THENCE THE RIGHT FORK AND NORTHERLY FOR 5.5 MILES WHEN TURN WEST AND
 NU0202'CROSS COUNTRY 0.4 MILE TO TOP OF BENCH, 29.1 FEET NORTH FROM THE
 NU0202'TRAVERSE STATION MARK, AND CEMENTED IN A DRILL HOLE IN BEDROCK.
 NU0202
 NU0202                          STATION RECOVERY (2003)
 NU0202
 NU0202'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0202'SEE STATION IDA 15 78 (NU0203) FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0204 ***********************************************************************
 NU0204  DESIGNATION -  IDA 15 78 RM 2
 NU0204  PID         -  NU0204
 NU0204  STATE/COUNTY-  ID/BANNOCK
 NU0204  USGS QUAD   -  MC CAMMON (1968)
 NU0204
 NU0204                         *CURRENT SURVEY CONTROL
 NU0204  ___________________________________________________________________
 NU0204* NAD 83(1986)-  42 43 48.     (N)    112 13 28.     (W)     SCALED    
 NU0204* NAVD 88     -      1426.618  (meters)    4680.50   (feet)  ADJUSTED  
 NU0204  ___________________________________________________________________
 NU0204  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NU0204  DYNAMIC HT  -        1425.768 (meters)    4677.71  (feet)  COMP
 NU0204  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 NU0204
 NU0204  VERT ORDER  -  SECOND    CLASS 0
 NU0204
 NU0204.The horizontal coordinates were scaled from a topographic map and have
 NU0204.an estimated accuracy of +/- 6 seconds.
 NU0204
 NU0204.The orthometric height was determined by differential leveling
 NU0204.and adjusted by the National Geodetic Survey in June 1991..
 NU0204
 NU0204.The geoid height was determined by GEOID03.
 NU0204
 NU0204.The dynamic height is computed by dividing the NAVD 88
 NU0204.geopotential number by the normal gravity value computed on the
 NU0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0204.degrees latitude (g = 980.6199 gals.).
 NU0204
 NU0204.The modeled gravity was interpolated from observed gravity values.
 NU0204
 NU0204;                    North         East    Units  Estimated Accuracy
 NU0204;SPC ID E     -   118,110.      195,270.      MT  (+/- 180 meters Scaled)
 NU0204
 NU0204                          SUPERSEDED SURVEY CONTROL
 NU0204
 NU0204  NGVD 29 (??/??/92) 1425.567  (m)         4677.05   (f) ADJ UNCH    2 0
 NU0204
 NU0204.Superseded values are not recommended for survey control.
 NU0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0204.See file dsdata.txt to determine how the superseded data were derived.
 NU0204
 NU0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN997315(NAD 83)
 NU0204_MARKER: DR = REFERENCE MARK DISK
 NU0204_SETTING: 66 = SET IN ROCK OUTCROP
 NU0204_SP_SET: BEDROCK
 NU0204_STAMPING: IDA 15-78 NO 2 1960
 NU0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0204+STABILITY: POSITION/ELEVATION WELL
 NU0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0204+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 NU0204
 NU0204  HISTORY     - Date     Condition        Report By
 NU0204  HISTORY     - 1960     MONUMENTED       CGS
 NU0204  HISTORY     - 20030423 GOOD             IDTD
 NU0204
 NU0204                          STATION DESCRIPTION
 NU0204
 NU0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0204'5.0 MI S FROM INKOM.
 NU0204'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT
 NU0204'MCCAMMON TO A Y-FORK AT THE SOUTHWEST END OF A RAILROAD OVERPASS,
 NU0204'THENCE THE LEFT FORK 0.3 MILE TO MERRILLROAD AND 0.45 MILE WEST ALONG
 NU0204'MERRILL ROAD TO A WIRE GATE ON THE NORTH, PASS THROUGH THE WIRE GATE
 NU0204'AND ALONG TRACK ROAD 0.15 MILE TO A FORKS, THENCE THE RIGHT FORK AND
 NU0204'NORTHERLY 5.5 MILES, WHEN TURN WEST AND CROSS COUNTRY 0.4 MILE TO THE
 NU0204'TOP OF BENCH, 26.8 FEET SOUTH FROM THE TRAVERSE STATION MARK, AND
 NU0204'CEMENTED IN A DRILL HOLE IN THE BED ROCK.
 NU0204
 NU0204                          STATION RECOVERY (2003)
 NU0204
 NU0204'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0204'SEE STATION IDA 15 78 (NU0203) FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0201 ***********************************************************************
 NU0201  DESIGNATION -  IDA 15 78 RM 3 AZIMUTH
 NU0201  PID         -  NU0201
 NU0201  STATE/COUNTY-  ID/BANNOCK
 NU0201  USGS QUAD   -  MC CAMMON (1968)
 NU0201
 NU0201                         *CURRENT SURVEY CONTROL
 NU0201  ___________________________________________________________________
 NU0201* NAD 83(1986)-  42 43 55.     (N)    112 13 11.     (W)     SCALED    
 NU0201* NAVD 88     -      1424.305  (meters)    4672.91   (feet)  ADJUSTED  
 NU0201  ___________________________________________________________________
 NU0201  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 NU0201  DYNAMIC HT  -        1423.456 (meters)    4670.12  (feet)  COMP
 NU0201  MODELED GRAV-     979,974.8   (mgal)                       NAVD 88
 NU0201
 NU0201  VERT ORDER  -  SECOND    CLASS 0
 NU0201
 NU0201.The horizontal coordinates were scaled from a topographic map and have
 NU0201.an estimated accuracy of +/- 6 seconds.
 NU0201
 NU0201.The orthometric height was determined by differential leveling
 NU0201.and adjusted by the National Geodetic Survey in June 1991..
 NU0201
 NU0201.The geoid height was determined by GEOID03.
 NU0201
 NU0201.The dynamic height is computed by dividing the NAVD 88
 NU0201.geopotential number by the normal gravity value computed on the
 NU0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0201.degrees latitude (g = 980.6199 gals.).
 NU0201
 NU0201.The modeled gravity was interpolated from observed gravity values.
 NU0201
 NU0201;                    North         East    Units  Estimated Accuracy
 NU0201;SPC ID E     -   118,320.      195,660.      MT  (+/- 180 meters Scaled)
 NU0201
 NU0201                          SUPERSEDED SURVEY CONTROL
 NU0201
 NU0201  NGVD 29 (??/??/92) 1423.253  (m)         4669.46   (f) ADJ UNCH    2 0
 NU0201
 NU0201.Superseded values are not recommended for survey control.
 NU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0201.See file dsdata.txt to determine how the superseded data were derived.
 NU0201
 NU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN001317(NAD 83)
 NU0201_MARKER: DR = REFERENCE MARK DISK
 NU0201_SETTING: 66 = SET IN ROCK OUTCROP
 NU0201_SP_SET: BEDROCK
 NU0201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0201+STABILITY: POSITION/ELEVATION WELL
 NU0201
 NU0201  HISTORY     - Date     Condition        Report By
 NU0201  HISTORY     - 1960     MONUMENTED       CGS
 NU0201  HISTORY     - 1960     GOOD             NGS
 NU0201
 NU0201                          STATION DESCRIPTION
 NU0201
 NU0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0201'5.0 MI SSE FROM INKOM.
 NU0201'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT
 NU0201'MCCAMMON TO A Y-FORK AT THE SOUTHWEST END OF A RAILROAD OVERPASS,
 NU0201'THENCE THE LEFT FORK OFF THE HIGHWAY NORTH FOR 0.3 MILE TO MERRILL
 NU0201'ROAD AND 0.45 MILE WEST ALONG MERRILL ROAD TO A WIRE GATE, THENCE
 NU0201'NORTH OFF MERRILL ROAD THROUGH GATE AND NORTH 0.15 MILE ON TRACK ROAD
 NU0201'TO FORKS, WHEN KEEP RIGHT FORK NORTHERLY 5.5 MILES, AND TURN LEFT AND
 NU0201'WEST CROSS COUNTRY FOR 0.1 MILE TO METAL WITNESS POST WITH SIGN, WITH
 NU0201'THE MARK 6 FEET NORTHWEST THEREFROM AND CEMENTED IN A DRILL HOLE OF
 NU0201'THE BED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0198 ***********************************************************************
 NU0198  DESIGNATION -  IDA 15 79
 NU0198  PID         -  NU0198
 NU0198  STATE/COUNTY-  ID/BANNOCK
 NU0198  USGS QUAD   -  MC CAMMON (1968)
 NU0198
 NU0198                         *CURRENT SURVEY CONTROL
 NU0198  ___________________________________________________________________
 NU0198* NAD 83(1992)-  42 44 47.46643(N)    112 13 27.50131(W)     ADJUSTED  
 NU0198* NAVD 88     -      1426.843  (meters)    4681.23   (feet)  ADJUSTED  
 NU0198  ___________________________________________________________________
 NU0198  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 NU0198  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 NU0198  DYNAMIC HT  -        1425.999 (meters)    4678.47  (feet)  COMP
 NU0198  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 NU0198
 NU0198  HORZ ORDER  -  SECOND
 NU0198  VERT ORDER  -  SECOND    CLASS 0
 NU0198
 NU0198.The horizontal coordinates were established by classical geodetic methods
 NU0198.and adjusted by the National Geodetic Survey in July 1992..
 NU0198
 NU0198.The orthometric height was determined by differential leveling
 NU0198.and adjusted by the National Geodetic Survey in June 1991..
 NU0198
 NU0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0198
 NU0198.The geoid height was determined by GEOID03.
 NU0198
 NU0198.The dynamic height is computed by dividing the NAVD 88
 NU0198.geopotential number by the normal gravity value computed on the
 NU0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0198.degrees latitude (g = 980.6199 gals.).
 NU0198
 NU0198.The modeled gravity was interpolated from observed gravity values.
 NU0198
 NU0198;                    North         East     Units Scale Factor Converg.
 NU0198;SPC ID E     -   119,942.319   195,281.014   MT  0.99994764   -0 02 20.8
 NU0198;UTM  12      - 4,733,393.431   399,799.000   MT  0.99972352   -0 49 51.9
 NU0198
 NU0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0198!SPC ID E     -   0.99977824  x   0.99994764  =   0.99972589
 NU0198!UTM  12      -   0.99977824  x   0.99972352  =   0.99950182
 NU0198
 NU0198|---------------------------------------------------------------------|
 NU0198| PID    Reference Object                     Distance      Geod. Az  |
 NU0198|                                                           dddmmss.s |
 NU0198| NU0197 IDA 15 79 RM 1                        4.861 METERS 04205     |
 NU0198| NU0199 IDA 15 79 RM 2                        5.912 METERS 16312     |
 NU0198| NU0200 IDA 15 79 AZ MK                                    1771406.7 |
 NU0198|---------------------------------------------------------------------|
 NU0198
 NU0198                          SUPERSEDED SURVEY CONTROL
 NU0198
 NU0198  NAD 83(1986)-  42 44 47.45938(N)    112 13 27.48525(W) AD(       ) 2
 NU0198  NAD 27      -  42 44 47.76390(N)    112 13 24.59670(W) AD(       ) 2
 NU0198  NGVD 29 (??/??/92) 1425.794  (m)         4677.79   (f) ADJ UNCH    2 0
 NU0198
 NU0198.Superseded values are not recommended for survey control.
 NU0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0198.See file dsdata.txt to determine how the superseded data were derived.
 NU0198
 NU0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9979933393(NAD 83)
 NU0198_MARKER: DS = TRIANGULATION STATION DISK
 NU0198_SETTING: 66 = SET IN ROCK OUTCROP
 NU0198_SP_SET: BEDROCK
 NU0198_STAMPING: IDA 15-79 1960
 NU0198_MARK LOGO: CGS   
 NU0198_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0198+STABILITY: POSITION/ELEVATION WELL
 NU0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0198+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 NU0198
 NU0198  HISTORY     - Date     Condition        Report By
 NU0198  HISTORY     - 1960     MONUMENTED       CGS
 NU0198  HISTORY     - 1960     GOOD             CGS
 NU0198  HISTORY     - 19930408 GOOD             LOCENG
 NU0198  HISTORY     - 20030521 GOOD             IDTD
 NU0198
 NU0198                          STATION DESCRIPTION
 NU0198
 NU0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0198'THE STATION IS 7 MILES NORTHWEST OF MC CAMMON, 3-1/2 MILE
 NU0198'SOUTH-SOUTHEAST OF INKOM, ABOUT 500 FEET EAST OF THE CENTER
 NU0198'LINE OF THE PROPOSED INTERSTATE ROUTE AND ABOUT 30 FEET
 NU0198'EAST OF AND ON THE SUMMIT OF A SHARP LAVA BUTTE, THE HIGHEST
 NU0198'IN THE VICINITY.  A ROAD SIDE REST AREA IS PROPOSED FOR THE
 NU0198'AREA JUST WEST AND AT THE FOOT OF THE STATION BUTTE.  THIS
 NU0198'BUTTE HAS SEVERAL CEDAR TREES ON THE WEST SIDE AND SUMMIT.
 NU0198'
 NU0198'TO REACH THE STATION FROM THE POST OFFICE AT MC CAMMON,
 NU0198'PROCEED NORTH ALONG U.S. HIGHWAYS 91 AND 191 FOR 0.5 MILE TO
 NU0198'A Y FORK AT THE SOUTHWEST END OF THE RAILROAD OVERPASS, KEEP
 NU0198'THE LEFT FORK, MERRILL ROAD, NORTH THEN WEST FOR 0.75 MILE
 NU0198'TO A WIRE GATE ON THE RIGHT, NORTH, SIDE OF THE ROAD, PASSING
 NU0198'THROUGH THE GATE CONTINUE NORTHERLY FOR 0.15 MILE TO A FORK,
 NU0198'KEEP THE RIGHT FORK, NORTHERLY, FOR 6.7 MILES TO THE AZIMUTH
 NU0198'MARK 28 FEET EAST OF THE TRACK ROAD, ABOUT 500 FEET EAST
 NU0198'OF THE PROPOSED INTERSTATE ROUTE AND 3 FEET NORTHWEST OF
 NU0198'A METAL WITNESS POST WITH SIGN ATTACHED.  CONTINUE NORTHERLY
 NU0198'FOR 0.3 MILE TO A SHARP LAVA BUTTE AND THE STATION ON ITS
 NU0198'SUMMIT.  A ROAD SIDE REST AREA IS PROPOSED FOR THE AREA
 NU0198'AT THE FOOT OF THE BUTTE.
 NU0198'
 NU0198'THE STATION MARK, STAMPED IDA 15-79 1960, IS A STANDARD DISK
 NU0198'SET IN CEMENT IN A DRILL HOLE IN THE OUTCROPPING LAVA BEDROCK
 NU0198'FLUSH WITH THE SURFACE.
 NU0198'
 NU0198'REFERENCE MARK 1, STAMPED IDA 15-79 NO 1 1960, IS A STANDARD
 NU0198'DISK SET IN CEMENT IN A DRILL HOLE IN THE OUTCROPPING LAVA
 NU0198'BEDROCK.  THE BEDROCK PROJECTS ABOUT 2 FEET ON ITS NORTHEAST
 NU0198'SIDE AND IS 1-FOOT HIGHER THAN THE STATION MARK.
 NU0198'
 NU0198'REFERENCE MARK 2, STAMPED IDA 15-79 NO 2 1960, IS A STANDARD
 NU0198'DISK SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING LAVA
 NU0198'BEDROCK PROJECTING 18 INCHES AND IS ABOUT 1-FOOT HIGHER THAN
 NU0198'THE STATION MARK.
 NU0198'
 NU0198'THE AZIMUTH MARK, STAMPED IDA 15-79 1960, IS A STANDARD
 NU0198'DISK SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING LAVA
 NU0198'BEDROCK, 28 FEET EAST OF THE TRACK ROAD AND 3 FEET NORTHWEST
 NU0198'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU0198'
 NU0198'A 4-WHEEL DRIVE VEHICLE IS REQUIRED DURING WET WEATHER.
 NU0198
 NU0198                          STATION RECOVERY (1960)
 NU0198
 NU0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0198'3.6 MI SSE FROM INKOM.
 NU0198'0.5 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE IN MCCAMMON
 NU0198'TO A Y-FORK AT SOUTHWEST END OF RAILROAD OVERPASS, KEEP LEFT FORK ON
 NU0198'MERRILL ROAD NORTH FOR 0.75 MILE TO A WIRE GATE NORTH OF ROAD, PASS
 NU0198'THROUGH GATE THENCE NORTHERLY 0.15 MILE AND KEEP RIGHT FORK NORTHERLY
 NU0198'FOR 6.7 MILES WHERE IS AZIMUTH MARK, THENCE CONTINUE TRACK ROAD 0.3
 NU0198'MILE, 500 FEET EAST FROM CENTER LINE OF PROPOSED ROUTE FOR INTERSTATE
 NU0198'HIGHWAY 15 AND ON A LAVAL BUTTE AND 30 FEET FROM ITS HIGHEST POINT, 3
 NU0198'FEET NORTHWEST FROM A METAL WITNESS POST WITH SIGN CEMENTED IN A DRILL
 NU0198'HOLE OF THE BEDROCK.
 NU0198
 NU0198                          STATION RECOVERY (1993)
 NU0198
 NU0198'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NU0198'RECOVERED AS DESCRIBED.
 NU0198
 NU0198                          STATION RECOVERY (2003)
 NU0198
 NU0198'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (DDH)
 NU0198'THE STATION IS ABOUT 6.0 MILES NORTH OF THE MCCAMMON INTERCHANGE ALONG
 NU0198'INTERSTATE 15. IT IS ABOUT 105 METERS(350 FT.)EAST OF THE NORTHBOUND
 NU0198'LANES AT ABOUT MILEPOST 52.15. BOTH REFERENCE MARKS WERE ALSO LOCATED.
 NU0198'THE IDAHO TRANSPORTATION DEPARTMENT, P.O. BOX 4700, POCATELLO, IDAHO
 NU0198'83205 (PHONE 208-239-3300) SHOULD BE CONTACTED FOR PERMISSION TO
 NU0198'ACCESS THE SITE PRIOR TO OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0200 ***********************************************************************
 NU0200  DESIGNATION -  IDA 15 79 AZ MK
 NU0200  PID         -  NU0200
 NU0200  STATE/COUNTY-  ID/BANNOCK
 NU0200  USGS QUAD   -  MC CAMMON (1968)
 NU0200
 NU0200                         *CURRENT SURVEY CONTROL
 NU0200  ___________________________________________________________________
 NU0200* NAD 83(1986)-  42 44 32.     (N)    112 13 26.     (W)     SCALED    
 NU0200* NAVD 88     -      1420.034  (meters)    4658.89   (feet)  ADJUSTED  
 NU0200  ___________________________________________________________________
 NU0200  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 NU0200  DYNAMIC HT  -        1419.192 (meters)    4656.13  (feet)  COMP
 NU0200  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 NU0200
 NU0200  VERT ORDER  -  SECOND    CLASS 0
 NU0200
 NU0200.The horizontal coordinates were scaled from a topographic map and have
 NU0200.an estimated accuracy of +/- 6 seconds.
 NU0200
 NU0200.The orthometric height was determined by differential leveling
 NU0200.and adjusted by the National Geodetic Survey in June 1991..
 NU0200
 NU0200.The geoid height was determined by GEOID03.
 NU0200
 NU0200.The dynamic height is computed by dividing the NAVD 88
 NU0200.geopotential number by the normal gravity value computed on the
 NU0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0200.degrees latitude (g = 980.6199 gals.).
 NU0200
 NU0200.The modeled gravity was interpolated from observed gravity values.
 NU0200
 NU0200;                    North         East    Units  Estimated Accuracy
 NU0200;SPC ID E     -   119,470.      195,320.      MT  (+/- 180 meters Scaled)
 NU0200
 NU0200                          SUPERSEDED SURVEY CONTROL
 NU0200
 NU0200  NGVD 29 (??/??/92) 1418.984  (m)         4655.45   (f) ADJ UNCH    2 0
 NU0200
 NU0200.Superseded values are not recommended for survey control.
 NU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0200.See file dsdata.txt to determine how the superseded data were derived.
 NU0200
 NU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN998329(NAD 83)
 NU0200_MARKER: DZ = AZIMUTH MARK DISK
 NU0200_SETTING: 66 = SET IN ROCK OUTCROP
 NU0200_SP_SET: LAVA BEDROCK
 NU0200_STAMPING: IDA 15-79 1960
 NU0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0200+STABILITY: POSITION/ELEVATION WELL
 NU0200
 NU0200  HISTORY     - Date     Condition        Report By
 NU0200  HISTORY     - 1960     MONUMENTED       CGS
 NU0200
 NU0200                          STATION DESCRIPTION
 NU0200
 NU0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0200'3.9 MI SSE FROM INKOM.
 NU0200'0.5 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT MCCAMMON
 NU0200'TO A Y-FORK AT SOUTHWEST END OF RAILROAD OVERPASS, KEEP LEFT FORK ON
 NU0200'MERRILL ROAD NORTH FOR 0.75 MILE TO A WIRE GATE NORTH OF ROAD, THROUGH
 NU0200'GATE THENCE NORTHERLY 0.15 MILE AND KEEP RIGHT FORK NORTHERLY FOR 6.7
 NU0200'MILES, 28 FEET EAST FROM THE TRACK ROAD, 3 FEET NORTHWEST FROM A METAL
 NU0200'WITNESS POST WITH SIGN, CEMENTED IN A DRILL HOLE OF THE LAVA BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0197 ***********************************************************************
 NU0197  DESIGNATION -  IDA 15 79 RM 1
 NU0197  PID         -  NU0197
 NU0197  STATE/COUNTY-  ID/BANNOCK
 NU0197  USGS QUAD   -  MC CAMMON (1968)
 NU0197
 NU0197                         *CURRENT SURVEY CONTROL
 NU0197  ___________________________________________________________________
 NU0197* NAD 83(1986)-  42 44 48.     (N)    112 13 29.     (W)     SCALED    
 NU0197* NAVD 88     -      1427.168  (meters)    4682.30   (feet)  ADJUSTED  
 NU0197  ___________________________________________________________________
 NU0197  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 NU0197  DYNAMIC HT  -        1426.324 (meters)    4679.53  (feet)  COMP
 NU0197  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 NU0197
 NU0197  VERT ORDER  -  SECOND    CLASS 0
 NU0197
 NU0197.The horizontal coordinates were scaled from a topographic map and have
 NU0197.an estimated accuracy of +/- 6 seconds.
 NU0197
 NU0197.The orthometric height was determined by differential leveling
 NU0197.and adjusted by the National Geodetic Survey in June 1991..
 NU0197
 NU0197.The geoid height was determined by GEOID03.
 NU0197
 NU0197.The dynamic height is computed by dividing the NAVD 88
 NU0197.geopotential number by the normal gravity value computed on the
 NU0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0197.degrees latitude (g = 980.6199 gals.).
 NU0197
 NU0197.The modeled gravity was interpolated from observed gravity values.
 NU0197
 NU0197;                    North         East    Units  Estimated Accuracy
 NU0197;SPC ID E     -   119,960.      195,250.      MT  (+/- 180 meters Scaled)
 NU0197
 NU0197                          SUPERSEDED SURVEY CONTROL
 NU0197
 NU0197  NGVD 29 (??/??/92) 1426.119  (m)         4678.86   (f) ADJ UNCH    2 0
 NU0197
 NU0197.Superseded values are not recommended for survey control.
 NU0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0197.See file dsdata.txt to determine how the superseded data were derived.
 NU0197
 NU0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN997334(NAD 83)
 NU0197_MARKER: DR = REFERENCE MARK DISK
 NU0197_SETTING: 66 = SET IN ROCK OUTCROP
 NU0197_SP_SET: LAVA BEDROCK
 NU0197_STAMPING: IDA 15-79 NO 1 1960
 NU0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0197+STABILITY: POSITION/ELEVATION WELL
 NU0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0197+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 NU0197
 NU0197  HISTORY     - Date     Condition        Report By
 NU0197  HISTORY     - 1960     MONUMENTED       CGS
 NU0197  HISTORY     - 20030521 GOOD             IDTD
 NU0197
 NU0197                          STATION DESCRIPTION
 NU0197
 NU0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0197'3.6 MI SSE FROM INKOM.
 NU0197'0.5 MILE NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE IN MCCAMMON
 NU0197'TO A Y-FORK AT THE SOUTHWEST END OF A RAILROAD OVERPASS, KEEP RIGHT
 NU0197'FORK ON MERRILL ROAD NORTH FOR 0.75 MILE TO A WIRE GATE NORTH OF ROAD,
 NU0197'PASS THROUGH GATE THENCE NORTHERLY 0.15 MILE, THENCE RIGHT FORK
 NU0197'NORTHERLY 790 MILES TO CREST OF LAVA BUTTE, 16.0 FEET NORTHEAST FROM
 NU0197'TRIANGULATION STATION MARK, AND CEMENTED IN A DRILL HOLE OF LAVA
 NU0197'BEDROCK.
 NU0197
 NU0197                          STATION RECOVERY (2003)
 NU0197
 NU0197'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (DDH)
 NU0197'SEE IDA 15 79 (NU0198) FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0199 ***********************************************************************
 NU0199  DESIGNATION -  IDA 15 79 RM 2
 NU0199  PID         -  NU0199
 NU0199  STATE/COUNTY-  ID/BANNOCK
 NU0199  USGS QUAD   -  MC CAMMON (1968)
 NU0199
 NU0199                         *CURRENT SURVEY CONTROL
 NU0199  ___________________________________________________________________
 NU0199* NAD 83(1986)-  42 44 48.     (N)    112 13 28.     (W)     SCALED    
 NU0199* NAVD 88     -      1426.997  (meters)    4681.74   (feet)  ADJUSTED  
 NU0199  ___________________________________________________________________
 NU0199  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 NU0199  DYNAMIC HT  -        1426.153 (meters)    4678.97  (feet)  COMP
 NU0199  MODELED GRAV-     979,979.2   (mgal)                       NAVD 88
 NU0199
 NU0199  VERT ORDER  -  SECOND    CLASS 0
 NU0199
 NU0199.The horizontal coordinates were scaled from a topographic map and have
 NU0199.an estimated accuracy of +/- 6 seconds.
 NU0199
 NU0199.The orthometric height was determined by differential leveling
 NU0199.and adjusted by the National Geodetic Survey in June 1991..
 NU0199
 NU0199.The geoid height was determined by GEOID03.
 NU0199
 NU0199.The dynamic height is computed by dividing the NAVD 88
 NU0199.geopotential number by the normal gravity value computed on the
 NU0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0199.degrees latitude (g = 980.6199 gals.).
 NU0199
 NU0199.The modeled gravity was interpolated from observed gravity values.
 NU0199
 NU0199;                    North         East    Units  Estimated Accuracy
 NU0199;SPC ID E     -   119,960.      195,270.      MT  (+/- 180 meters Scaled)
 NU0199
 NU0199                          SUPERSEDED SURVEY CONTROL
 NU0199
 NU0199  NGVD 29 (??/??/92) 1425.948  (m)         4678.30   (f) ADJ UNCH    2 0
 NU0199
 NU0199.Superseded values are not recommended for survey control.
 NU0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0199.See file dsdata.txt to determine how the superseded data were derived.
 NU0199
 NU0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN997334(NAD 83)
 NU0199_MARKER: DR = REFERENCE MARK DISK
 NU0199_SETTING: 66 = SET IN ROCK OUTCROP
 NU0199_SP_SET: LAVA BEDROCK
 NU0199_STAMPING: IDA 15-79 NO 2 1960
 NU0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0199+STABILITY: POSITION/ELEVATION WELL
 NU0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0199+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 NU0199
 NU0199  HISTORY     - Date     Condition        Report By
 NU0199  HISTORY     - 1960     MONUMENTED       CGS
 NU0199  HISTORY     - 20030521 GOOD             IDTD
 NU0199
 NU0199                          STATION DESCRIPTION
 NU0199
 NU0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0199'3.6 MI SSE FROM INKOM.
 NU0199'0.5 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT MCCAMMON
 NU0199'TO A Y-FORK AT THE SOUTHWEST END OF A RAILROAD OVERPASS, KEEP RIGHT
 NU0199'FORK ON MERRILL ROAD NORTH FOR 0.75 MILE TO A WIRE GATE NORTH OF THE
 NU0199'ROAD, PASS THROUGH GATE THENCE NORTHERLY 0.15 MILE, THENCE RIGHT FORK
 NU0199'NORTHERLY 7.0 MILES TO CREST OF LAVA BUTTE, 19.4 FEET SOUTHEAST FROM
 NU0199'TRIANGULATION STATION IDA 15-79, CEMENTED IN DRILL HOLE OF THE LAVA
 NU0199'BEDROCK.
 NU0199
 NU0199                          STATION RECOVERY (2003)
 NU0199
 NU0199'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (DDH)
 NU0199'SEE IDA 15 79 (NU0198) FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0192 ***********************************************************************
 NU0192  DESIGNATION -  IDA 15 80
 NU0192  PID         -  NU0192
 NU0192  STATE/COUNTY-  ID/BANNOCK
 NU0192  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU0192
 NU0192                         *CURRENT SURVEY CONTROL
 NU0192  ___________________________________________________________________
 NU0192* NAD 83(1992)-  42 46 35.08859(N)    112 13 43.48044(W)     ADJUSTED  
 NU0192* NAVD 88     -      1420.561  (meters)    4660.62   (feet)  ADJUSTED  
 NU0192  ___________________________________________________________________
 NU0192  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 NU0192  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 NU0192  DYNAMIC HT  -        1419.729 (meters)    4657.89  (feet)  COMP
 NU0192  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 NU0192
 NU0192  HORZ ORDER  -  SECOND
 NU0192  VERT ORDER  -  SECOND    CLASS 0
 NU0192
 NU0192.The horizontal coordinates were established by classical geodetic methods
 NU0192.and adjusted by the National Geodetic Survey in July 1992..
 NU0192
 NU0192.The orthometric height was determined by differential leveling
 NU0192.and adjusted by the National Geodetic Survey in June 1991..
 NU0192
 NU0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0192
 NU0192.The geoid height was determined by GEOID03.
 NU0192
 NU0192.The dynamic height is computed by dividing the NAVD 88
 NU0192.geopotential number by the normal gravity value computed on the
 NU0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0192.degrees latitude (g = 980.6199 gals.).
 NU0192
 NU0192.The modeled gravity was interpolated from observed gravity values.
 NU0192
 NU0192;                    North         East     Units Scale Factor Converg.
 NU0192;SPC ID E     -   123,263.386   194,920.060   MT  0.99994769   -0 02 31.8
 NU0192;UTM  12      - 4,736,718.426   399,484.067   MT  0.99972430   -0 50 04.4
 NU0192
 NU0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0192!SPC ID E     -   0.99977922  x   0.99994769  =   0.99972692
 NU0192!UTM  12      -   0.99977922  x   0.99972430  =   0.99950358
 NU0192
 NU0192|---------------------------------------------------------------------|
 NU0192| PID    Reference Object                     Distance      Geod. Az  |
 NU0192|                                                           dddmmss.s |
 NU0192| NU0193 IDA 15 80 RM 1                        7.894 METERS 04607     |
 NU0192| NU0191 IDA 15 80 RM 2                        8.085 METERS 12010     |
 NU0192| NU0194 IDA 15 80 AZ MK                                    1535335.0 |
 NU0192|---------------------------------------------------------------------|
 NU0192
 NU0192                          SUPERSEDED SURVEY CONTROL
 NU0192
 NU0192  NAD 83(1986)-  42 46 35.08159(N)    112 13 43.46417(W) AD(       ) 2
 NU0192  NAD 27      -  42 46 35.38670(N)    112 13 40.57470(W) AD(       ) 2
 NU0192  NGVD 29 (??/??/92) 1419.514  (m)         4657.19   (f) ADJ UNCH    2 0
 NU0192
 NU0192.Superseded values are not recommended for survey control.
 NU0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0192.See file dsdata.txt to determine how the superseded data were derived.
 NU0192
 NU0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9948436718(NAD 83)
 NU0192_MARKER: DS = TRIANGULATION STATION DISK
 NU0192_SETTING: 66 = SET IN ROCK OUTCROP
 NU0192_SP_SET: ROCK
 NU0192_STAMPING: IDA 15-80 1960
 NU0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0192+STABILITY: POSITION/ELEVATION WELL
 NU0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0192+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 NU0192
 NU0192  HISTORY     - Date     Condition        Report By
 NU0192  HISTORY     - 1960     MONUMENTED       CGS
 NU0192  HISTORY     - 1960     GOOD             CGS
 NU0192  HISTORY     - 20030521 GOOD             IDTD
 NU0192
 NU0192                          STATION DESCRIPTION
 NU0192
 NU0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0192'THE STATION IS 2 MILES SOUTHEAST OF INKOM, 0.3 MILE WEST OF
 NU0192'THE PRESENT ALIGNMENT OF U.S. HIGHWAYS 30 N, 91 AND 191, 0.3
 NU0192'MILE SOUTHEAST OF THE CONFLUENCE OF THE PORTNEUF RIVER AND
 NU0192'MARSH CREEK, ABOUT 500 FEET EAST OF THE PROPOSED CENTER LINE
 NU0192'OF THE INTERSTATE ROUTE AND ON THE SUMMIT OF A HIGH LAVA
 NU0192'BLUFF AT THE NORTH END OF THE LAVA RIDGE (BENCH) WHICH DIVIDES
 NU0192'THE DRAINAGES OF MARSH CREEK AND THE PORTNEUF RIVER.  IT IS
 NU0192'AT THE EXTREME END OF THE TRACK ROAD ALONG THE SUMMIT OF THE
 NU0192'LAVA RIDGE, 8 MILES NORTHERLY FROM MERRILL ROAD WHICH BEGINS
 NU0192'AT MC CAMMON AND GOES WEST INTO MARSH CREEK VALLEY.
 NU0192'
 NU0192'TO REACH.  ALTERNATE ROUTES CAN BE USED FOR THIS STATION.
 NU0192'FROM MC CAMMON, AT THE JUNCTION OF U.S. HIGHWAYS 30 N, 91 AND 191,
 NU0192'PROCEED SOUTHWESTERLY ALONG U.S. HIGHWAYS 91 AND 191, PASSING
 NU0192'OVER THE RAILROAD OVERPASS TO A REVERSE Y AT THE SOUTHWEST
 NU0192'END OF THE FILL FOR THE OVERPASS.  THIS POINT IS THE BEGINNING
 NU0192'OF MERRILL ROAD.  TURN RIGHT, NORTH, THEN WEST, FOR 0.85 MILE
 NU0192'TO A WIRE GATE ON THE RIGHT, TURN RIGHT, NORTH, THROUGH THE
 NU0192'GATE FOR 0.15 MILE TO A FORK, KEEP THE RIGHT FORK, NORTH, FOR 7
 NU0192'MILES OVER ROUGH TRACK ROAD TO A HIGH LAVA BLUFF AND
 NU0192'STATION IDA 15-79 ON ITS SUMMIT.  FROM HERE, CONTINUE
 NU0192'NORTHERLY FOR 1 MILE TO A CROSS FENCE, EAST-WEST, PASS
 NU0192'THROUGH THE WIRE GATE AND CONTINUE NORTH, KEEPING TO THE
 NU0192'RIGHT, EAST SIDE OF THE FLAT DRAW FOR 1 MILE TO THE
 NU0192'AZIMUTH MARK AT A 3-FOOT ROCK CAIRN, CONTINUE NORTH FOR 0.3
 NU0192'MILE TO THE MOUTH OF A SMALL CANYON AT THE BASE OF A
 NU0192'30-FOOT HIGH LAVA BLUFF AND END OF TRUCK TRAVEL.  PACK
 NU0192'NORTHEAST UP THE SMALL CANYON THEN NORTH ALONG THE TOP OF
 NU0192'THE BLUFF TO THE STATION ON THE HIGHEST POINT AND END
 NU0192'OF THE LAVA RIDGE.  THE LAST 2 MILES REQUIRE A 4-WHEEL
 NU0192'DRIVE VEHICLE.
 NU0192'
 NU0192'TO REACH FROM INKOM, PROCEED SOUTHERLY ALONG U.S. HIGHWAYS
 NU0192'30 N, 91 AND 191 FOR 2.45 MILES TO A WIRE GATE ON THE RIGHT,
 NU0192'TURN RIGHT, WEST, THROUGH THE GATE AND CROSS OVER THE PORTNEUF
 NU0192'RIVER ON AN OLD WOODEN BRIDGE FOR 0.05 MILE TO THE EAST RIGHT
 NU0192'OF WAY FENCE FOR THE RAILROAD.  FROM HERE PACK ACROSS THE
 NU0192'RAILROAD RIGHT OF WAY AND THEN UP THE SLOPE THROUGH A GAP IN
 NU0192'THE EAST BLUFFS.  THE AZIMUTH MARK IS 0.1 MILE SOUTH OF THIS
 NU0192'POINT.  KEEP TO THE RIGHT ALONG THE WEST BASE OF THE LAVA
 NU0192'BLUFF TO THE NARROW SHUTE OR SMALL CANYON, GO THROUGH THE
 NU0192'NARROW SHUTE TO THE SUMMIT OF THE LAVA RIDGE THENCE NORTH
 NU0192'ALONG THE TOP TO THE STATION SITE.  A 15 MINUTE PACK.
 NU0192'
 NU0192'THE STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 NU0192'SET IN CEMENT IN DRILL HOLES IN THE SOLID BEDROCK AND STAMPED
 NU0192'IDA 15-80 1960 WITH THE REFERENCE MARKS STAMPED NO 1 AND NO 2
 NU0192'RESPECTIVELY.  THE AZIMUTH MARK IS WITNESSED WITH A 3-FOOT
 NU0192'ROCK CAIRN, VISIBLE FROM THE HIGHWAY AT THE FIRST WIRE GATE
 NU0192'AND THE BRIDGE OVER THE PORTNEUF RIVER.
 NU0192
 NU0192                          STATION RECOVERY (1960)
 NU0192
 NU0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0192'2.0 MI SE FROM INKOM.
 NU0192'2.45 MILES ALONG U.S. HIGHWAY 91 AND 30N SOUTHERLY FROM THE POSTOFFICE
 NU0192'AT INKOM TO A WIRE GATE, TURN WEST THROUGH GATE AND CROSS WOODEN
 NU0192'BRIDGE OVER THE PORTNEUF RIVER AND TO THE EAST RIGHT OF WAY FENCE OF
 NU0192'RAILROAD AND AS FAR AS TRUCK CAN BE DRIVEN.  CROSS RAILROAD TRACKS AND
 NU0192'UP STEEP SLOPE THROUGH A GAP IN THE BLUFFS, THENCE KEEP RIGHT ALONG
 NU0192'WEST BASE OF LAVA BLUFF TO A NARROW SHUTE, UP THIS SHUTE TO THE CREST
 NU0192'OF LAVA RIDGE AND NORTH ALONG THE RIDGE TO THE MARK, SET IN A DRILL
 NU0192'HOLE IN SOLID ROCK.  THE MARK IS ABOUT 500 FEET EAST FROM THE CENTER
 NU0192'LINE OF THE PROPOSED ROUTE OF INTERSTATE HIGHWAY 15.  IT IS AT THE
 NU0192'EXTREME NORTH END OF A TRACK ROAD WHICH COMES FROM THE SOUTH ALONG THE
 NU0192'LAVA RIDGE.
 NU0192
 NU0192                          STATION RECOVERY (2003)
 NU0192
 NU0192'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0192'THE STATION IS ABOUT 8.0 MILES NORTH OF THE MCCAMMON INTERCHANGE ALONG
 NU0192'INTERSTATE 15, ABOUT 85 METERS (275 FT.) EAST OF THE NORTHBOUND LANES,
 NU0192'AND ABOUT MILEPOST 57.20. BOTH REFERENCE MARKS WERE ALSO RECOVERED.
 NU0192'ACCESS IS BEST ACHIEVED FROM I-15. THE IDAHO TRANSPORTATION
 NU0192'DEPARTMENT, P.O. BOX 4700, POCATELLO, IDAHO 83205 (PHONE
 NU0192'208-239-3300)SHOULD BE CONTACTED FOR ACCESS PERMISSION PRIOR TO
 NU0192'OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0194 ***********************************************************************
 NU0194  DESIGNATION -  IDA 15 80 AZ MK
 NU0194  PID         -  NU0194
 NU0194  STATE/COUNTY-  ID/BANNOCK
 NU0194  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU0194
 NU0194                         *CURRENT SURVEY CONTROL
 NU0194  ___________________________________________________________________
 NU0194* NAD 83(1986)-  42 46 21.     (N)    112 13 36.     (W)     SCALED    
 NU0194* NAVD 88     -      1414.253  (meters)    4639.93   (feet)  ADJUSTED  
 NU0194  ___________________________________________________________________
 NU0194  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NU0194  DYNAMIC HT  -        1413.424 (meters)    4637.21  (feet)  COMP
 NU0194  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 NU0194
 NU0194  VERT ORDER  -  SECOND    CLASS 0
 NU0194
 NU0194.The horizontal coordinates were scaled from a topographic map and have
 NU0194.an estimated accuracy of +/- 6 seconds.
 NU0194
 NU0194.The orthometric height was determined by differential leveling
 NU0194.and adjusted by the National Geodetic Survey in June 1991..
 NU0194
 NU0194.The geoid height was determined by GEOID03.
 NU0194
 NU0194.The dynamic height is computed by dividing the NAVD 88
 NU0194.geopotential number by the normal gravity value computed on the
 NU0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0194.degrees latitude (g = 980.6199 gals.).
 NU0194
 NU0194.The modeled gravity was interpolated from observed gravity values.
 NU0194
 NU0194;                    North         East    Units  Estimated Accuracy
 NU0194;SPC ID E     -   122,830.      195,090.      MT  (+/- 180 meters Scaled)
 NU0194
 NU0194                          SUPERSEDED SURVEY CONTROL
 NU0194
 NU0194  NGVD 29 (??/??/92) 1413.205  (m)         4636.49   (f) ADJ UNCH    2 0
 NU0194
 NU0194.Superseded values are not recommended for survey control.
 NU0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0194.See file dsdata.txt to determine how the superseded data were derived.
 NU0194
 NU0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN996362(NAD 83)
 NU0194_MARKER: DZ = AZIMUTH MARK DISK
 NU0194_SETTING: 66 = SET IN ROCK OUTCROP
 NU0194_SP_SET: ROCK
 NU0194_STAMPING: IDA 15-80 1960
 NU0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0194+STABILITY: POSITION/ELEVATION WELL
 NU0194
 NU0194  HISTORY     - Date     Condition        Report By
 NU0194  HISTORY     - 1960     MONUMENTED       CGS
 NU0194
 NU0194                          STATION DESCRIPTION
 NU0194
 NU0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0194'2.25 MI SE FROM INKOM.
 NU0194'2.45 MILES SOUTHERLY ALONG U.S. HIGHWAY 91 AND 30N FROM THE POSTOFFICE
 NU0194'AT INKOM TO A WIRE GATE, TURN WEST THROUGH GATE AND OVER WOODEN BRIDGE
 NU0194'CROSSING THE PORTNEUF RIVER TO THE EAST RIGHT OF WAY FENCE ALONG
 NU0194'RAILROAD, AS FAR AS TRUCK CAN BE DRIVEN.  CONTINUE ACROSS RAILROAD
 NU0194'RIGHT OF WAY AND THEN UP THE SLOPE THROUGH A GAP IN THE EAST BLUFFS,
 NU0194'THENCE ABOUT 0.1 MILE SOUTH ALONG THE RIDGE TO THE AZIMUTH MARK NEAR A
 NU0194'CAIRN 3 FEET HIGH, AND CEMENTED IN A DRILL HOLE IN SOLID ROCK. THE
 NU0194'CAIRN IS VISIBLE FROM THE TURN OFF ON THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0193 ***********************************************************************
 NU0193  DESIGNATION -  IDA 15 80 RM 1
 NU0193  PID         -  NU0193
 NU0193  STATE/COUNTY-  ID/BANNOCK
 NU0193  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU0193
 NU0193                         *CURRENT SURVEY CONTROL
 NU0193  ___________________________________________________________________
 NU0193* NAD 83(1986)-  42 46 36.     (N)    112 13 43.     (W)     SCALED    
 NU0193* NAVD 88     -      1420.018  (meters)    4658.84   (feet)  ADJUSTED  
 NU0193  ___________________________________________________________________
 NU0193  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 NU0193  DYNAMIC HT  -        1419.185 (meters)    4656.11  (feet)  COMP
 NU0193  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 NU0193
 NU0193  VERT ORDER  -  SECOND    CLASS 0
 NU0193
 NU0193.The horizontal coordinates were scaled from a topographic map and have
 NU0193.an estimated accuracy of +/- 6 seconds.
 NU0193
 NU0193.The orthometric height was determined by differential leveling
 NU0193.and adjusted by the National Geodetic Survey in June 1991..
 NU0193
 NU0193.The geoid height was determined by GEOID03.
 NU0193
 NU0193.The dynamic height is computed by dividing the NAVD 88
 NU0193.geopotential number by the normal gravity value computed on the
 NU0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0193.degrees latitude (g = 980.6199 gals.).
 NU0193
 NU0193.The modeled gravity was interpolated from observed gravity values.
 NU0193
 NU0193;                    North         East    Units  Estimated Accuracy
 NU0193;SPC ID E     -   123,290.      194,930.      MT  (+/- 180 meters Scaled)
 NU0193
 NU0193                          SUPERSEDED SURVEY CONTROL
 NU0193
 NU0193  NGVD 29 (??/??/92) 1418.970  (m)         4655.40   (f) ADJ UNCH    2 0
 NU0193
 NU0193.Superseded values are not recommended for survey control.
 NU0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0193.See file dsdata.txt to determine how the superseded data were derived.
 NU0193
 NU0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN994367(NAD 83)
 NU0193_MARKER: DR = REFERENCE MARK DISK
 NU0193_SETTING: 66 = SET IN ROCK OUTCROP
 NU0193_SP_SET: ROCK BLUFF
 NU0193_STAMPING: IDA 15-80 NO 1 1960
 NU0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0193+STABILITY: POSITION/ELEVATION WELL
 NU0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0193+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 NU0193
 NU0193  HISTORY     - Date     Condition        Report By
 NU0193  HISTORY     - 1960     MONUMENTED       CGS
 NU0193  HISTORY     - 20030521 GOOD             IDTD
 NU0193
 NU0193                          STATION DESCRIPTION
 NU0193
 NU0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0193'2.0 MI SE FROM INKOM.
 NU0193'2.45 MILES SOUTHERLY ALONG U.S. HIGHWAY 91 AND 30N FROM THE POSTOFFICE
 NU0193'AT INKOM TO A WIRE GATE, TURN WEST THROUGH GATE AND CROSS WOODEN
 NU0193'BRIDGE OVER THE PORTNEAUF RIVER AND TO THE EAST RIGHT OF WAY FENCE
 NU0193'ALONG RAILROAD TRACKS, AS FAR AS TRUCK CAN BE DRIVEN.  CROSS RAILROAD
 NU0193'TRACKS AND UP STEEP SLOPE THROUGH A GAP IN THE EAST BLUFFS, KEEP RIGHT
 NU0193'ALONG THE WEST BASE OF THE LAVA BLUFF TO A NARROW SHUTE, GO UP THIS
 NU0193'SHUTE TO THE TOP OF THE LAVA RIDGE THENCE NORTH ALONG IT TO THE MARK,
 NU0193'25.9 FEET NORTHEAST FROM THE TRIANGULATION STATION IDA 15-80, AND SET
 NU0193'IN A DRILL HOLE IN SOLID ROCK.
 NU0193
 NU0193                          STATION RECOVERY (2003)
 NU0193
 NU0193'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0193'SEE STATION IDA 15 80 (NU0192)FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0191 ***********************************************************************
 NU0191  DESIGNATION -  IDA 15 80 RM 2
 NU0191  PID         -  NU0191
 NU0191  STATE/COUNTY-  ID/BANNOCK
 NU0191  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU0191
 NU0191                         *CURRENT SURVEY CONTROL
 NU0191  ___________________________________________________________________
 NU0191* NAD 83(1986)-  42 46 35.     (N)    112 13 43.     (W)     SCALED    
 NU0191* NAVD 88     -      1420.362  (meters)    4659.97   (feet)  ADJUSTED  
 NU0191  ___________________________________________________________________
 NU0191  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 NU0191  DYNAMIC HT  -        1419.530 (meters)    4657.24  (feet)  COMP
 NU0191  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 NU0191
 NU0191  VERT ORDER  -  SECOND    CLASS 0
 NU0191
 NU0191.The horizontal coordinates were scaled from a topographic map and have
 NU0191.an estimated accuracy of +/- 6 seconds.
 NU0191
 NU0191.The orthometric height was determined by differential leveling
 NU0191.and adjusted by the National Geodetic Survey in June 1991..
 NU0191
 NU0191.The geoid height was determined by GEOID03.
 NU0191
 NU0191.The dynamic height is computed by dividing the NAVD 88
 NU0191.geopotential number by the normal gravity value computed on the
 NU0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0191.degrees latitude (g = 980.6199 gals.).
 NU0191
 NU0191.The modeled gravity was interpolated from observed gravity values.
 NU0191
 NU0191;                    North         East    Units  Estimated Accuracy
 NU0191;SPC ID E     -   123,260.      194,930.      MT  (+/- 180 meters Scaled)
 NU0191
 NU0191                          SUPERSEDED SURVEY CONTROL
 NU0191
 NU0191  NGVD 29 (??/??/92) 1419.315  (m)         4656.54   (f) ADJ UNCH    2 0
 NU0191
 NU0191.Superseded values are not recommended for survey control.
 NU0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0191.See file dsdata.txt to determine how the superseded data were derived.
 NU0191
 NU0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN994367(NAD 83)
 NU0191_MARKER: DR = REFERENCE MARK DISK
 NU0191_SETTING: 66 = SET IN ROCK OUTCROP
 NU0191_SP_SET: ROCK
 NU0191_STAMPING: IDA 15-80 NO 2 1960
 NU0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0191+STABILITY: POSITION/ELEVATION WELL
 NU0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0191+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 NU0191
 NU0191  HISTORY     - Date     Condition        Report By
 NU0191  HISTORY     - 1960     MONUMENTED       CGS
 NU0191  HISTORY     - 20030521 GOOD             IDTD
 NU0191
 NU0191                          STATION DESCRIPTION
 NU0191
 NU0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0191'2.0 MI SE FROM INKOM.
 NU0191'2.45 MILES SOUTHERLY ALONG U.S. HIGHWAY 91 AND 30N FROM THE POSTOFFICE
 NU0191'AT INKOM TO A WIRE GATE, TURN WEST THROUGH GATE AND CROSS WOODEN
 NU0191'BRIDGE OVER THE PORTNEUF RIVER AND TO EAST RIGHT OF WAY FENCE ALONG
 NU0191'RAILROAD TRACKS, AS FAR AS TRUCK CAN BE DRIVEN.  CROSS TRACKS AND UP
 NU0191'STEEP SLOPE THROUGH A GAP IN THE EAST BLUFFS, KEEP RIGHT ALONG THE
 NU0191'WEST BASE OF THE LAVA BLUFF TO A NARROW SHUTE, GO UP THIS SHUTE TO THE
 NU0191'TOP OF THE LAVA RIDGE, THENCE NORTH ALONG IT TO THE MARK 26.5 FEET
 NU0191'SOUTHEAST OF THE TRIANGULATION STATIONN IDA 15-80, AND CEMENTED IN A
 NU0191'DRILL HOLE IN THE SOLID ROCK.
 NU0191
 NU0191                          STATION RECOVERY (2003)
 NU0191
 NU0191'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0191'SEE STATION IDA 15 80 (NU0192)FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0189 ***********************************************************************
 NU0189  DESIGNATION -  IDA 15 81
 NU0189  PID         -  NU0189
 NU0189  STATE/COUNTY-  ID/BANNOCK
 NU0189  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU0189
 NU0189                         *CURRENT SURVEY CONTROL
 NU0189  ___________________________________________________________________
 NU0189* NAD 83(1992)-  42 47 09.78645(N)    112 14 01.82883(W)     ADJUSTED  
 NU0189* NAVD 88     -      1385.870  (meters)    4546.81   (feet)  ADJUSTED  
 NU0189  ___________________________________________________________________
 NU0189  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 NU0189  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 NU0189  DYNAMIC HT  -        1385.054 (meters)    4544.13  (feet)  COMP
 NU0189  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 NU0189
 NU0189  HORZ ORDER  -  THIRD
 NU0189  VERT ORDER  -  FIRST     CLASS I
 NU0189
 NU0189.The horizontal coordinates were established by classical geodetic methods
 NU0189.and adjusted by the National Geodetic Survey in July 1992..
 NU0189
 NU0189.The orthometric height was determined by differential leveling
 NU0189.and adjusted by the National Geodetic Survey in June 1991..
 NU0189
 NU0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0189
 NU0189.The geoid height was determined by GEOID03.
 NU0189
 NU0189.The dynamic height is computed by dividing the NAVD 88
 NU0189.geopotential number by the normal gravity value computed on the
 NU0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0189.degrees latitude (g = 980.6199 gals.).
 NU0189
 NU0189.The modeled gravity was interpolated from observed gravity values.
 NU0189
 NU0189;                    North         East     Units Scale Factor Converg.
 NU0189;SPC ID E     -   124,334.352   194,503.835   MT  0.99994774   -0 02 44.3
 NU0189;UTM  12      - 4,737,794.807   399,082.784   MT  0.99972529   -0 50 17.4
 NU0189
 NU0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0189!SPC ID E     -   0.99978465  x   0.99994774  =   0.99973241
 NU0189!UTM  12      -   0.99978465  x   0.99972529  =   0.99951000
 NU0189
 NU0189|---------------------------------------------------------------------|
 NU0189| PID    Reference Object                     Distance      Geod. Az  |
 NU0189|                                                           dddmmss.s |
 NU0189| NU0190 IDA 15 81 RM 2                       18.416 METERS 06342     |
 NU0189| NU1512 IDA 15 82 AZ MK                     APPROX. 0.7 KM 2252641.6 |
 NU0189| NU0188 IDA 15 81 RM 1                       16.539 METERS 33454     |
 NU0189|---------------------------------------------------------------------|
 NU0189
 NU0189                          SUPERSEDED SURVEY CONTROL
 NU0189
 NU0189  NAD 83(1986)-  42 47 09.77947(N)    112 14 01.81249(W) AD(       ) 3
 NU0189  NAD 27      -  42 47 10.08490(N)    112 13 58.92210(W) AD(       ) 3
 NU0189  NGVD 29 (??/??/92) 1384.815  (m)         4543.35   (f) ADJ UNCH    1 1
 NU0189
 NU0189.Superseded values are not recommended for survey control.
 NU0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0189.See file dsdata.txt to determine how the superseded data were derived.
 NU0189
 NU0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9908337795(NAD 83)
 NU0189_MARKER: DS = TRIANGULATION STATION DISK
 NU0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0189_SP_SET: OVERPASS
 NU0189_STAMPING: IDA 15-81 1960
 NU0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NU0189+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 NU0189
 NU0189  HISTORY     - Date     Condition        Report By
 NU0189  HISTORY     - 1960     MONUMENTED       CGS
 NU0189  HISTORY     - 1967     GOOD             CGS
 NU0189  HISTORY     - 1967     GOOD             NGS
 NU0189  HISTORY     - 20030521 GOOD             IDTD
 NU0189
 NU0189                          STATION DESCRIPTION
 NU0189
 NU0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0189'THE STATION IS 1.1 MILES SOUTHEAST ALONG U.S. HIGHWAYS 30 N,
 NU0189'91 AND 191 FROM THE POST OFFICE AT INKOM, 0.05 MILE SOUTH
 NU0189'OF A JUNCTION OF A FARM ROAD LEADING SOUTHWEST, 125 FEET
 NU0189'SOUTHWEST OF THE SOUTHWEST SET OF RAILROAD TRACKS, 7 FEET
 NU0189'EAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND AT THE
 NU0189'NORTHWEST END OF A GROUP OF LAVA BOULDERS.
 NU0189'
 NU0189'TO REACH THE STATION FROM THE INKOM POST OFFICE, PROCEED
 NU0189'SOUTHEAST ALONG U.S. HIGHWAYS 30 N, 91 AND 191 FOR 1.1 MILES
 NU0189'TO A SIDE ROAD RIGHT, TURN RIGHT CROSSING THE UNION PACIFIC
 NU0189'RAILROAD TRACKS THENCE LEFT ALONG THE SOUTHWEST SIDE OF THE
 NU0189'TRACKS FOR 0.05 MILE TO THE STATION SITE ON A SLIGHT RISE AT
 NU0189'THE END OF THE GROUP OF LAVA BOULDERS.
 NU0189'
 NU0189'THE STATION MARK, STAMPED IDA 15-81 1960, IS A STANDARD DISK SET
 NU0189'IN CEMENT IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1-FOOT.
 NU0189'
 NU0189'REFERENCE MARK 1, STAMPED IDA 15-81 NO 1 1960, IS A STANDARD
 NU0189'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 NU0189'ABOUT 4 FEET AND THE UPPER SURFACE IS ABOUT 4 FEET LOWER THAN
 NU0189'THE STATION MARK.
 NU0189'
 NU0189'REFERENCE MARK 2, STAMPED IDA 15-81 NO 2 1960, IS A STANDARD
 NU0189'DISK CEMENTED IN A LARGE LAVA BOULDER WHICH PROJECTS ABOUT 3
 NU0189'FEET AND IS 3 FEET LOWER THAN THE STATION MARK.
 NU0189'
 NU0189'THE AZIMUTH MARK, STAMPED IDA 15-82 1960, IS A STANDARD DISK
 NU0189'CEMENTED IN A DRILL HOLE IN LAVA BEDROCK, 48 FEET NORTHEAST OF
 NU0189'THE NORTHEAST RIGHT OF WAY FENCE LINE ALONG MARSH CREEK ROAD
 NU0189'AND 9 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU0189'
 NU0189'TO REACH THE AZIMUTH MARK FROM THE INKOM POST OFFICE, PROCEED
 NU0189'SOUTHEAST ALONG U.S. HIGHWAYS 30 N, 91 AND 191 FOR 0.2 MILE
 NU0189'TO THE ENTRANCE TO THE IDAHO CEMENT PLANT, TURN RIGHT, WEST,
 NU0189'CROSSING THE RAILROAD TRACKS AND THE PORTNEUF RIVER THENCE
 NU0189'NORTHWEST UP THE STEEP GRADE FOR 0.2 MILE TO A FORK AT THE
 NU0189'SUMMIT, TURN LEFT, SOUTH, ALONG MARSH CREEK ROAD FOR 1.05 MILES
 NU0189'TO THE AZIMUTH MARK ON THE LEFT, DESCRIBED ABOVE.
 NU0189
 NU0189                          STATION RECOVERY (1967)
 NU0189
 NU0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 NU0189'THE STATION WAS RECOVERED IN GOOD CONDITION AND LEVELED OVER.
 NU0189'R.M. 1 AND R.M. 2 WERE NOT RECOVERED, BELIEVED DESTROYED BY
 NU0189'CONSTRUCTION.  TO REACH FROM THE UNION PACIFIC RAILROAD STATION
 NU0189'AT MC CAMMON, GO 9.75 MILES NORTH ALONG THE TRACK.
 NU0189'
 NU0189'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 NU0189'IDA 15-81 1960.  95.7 FEET SOUTHWEST OF THE SOUTH CORNER OF
 NU0189'THE SOUTHWEST OVERPASS FOR INTERSTATE HIGHWAY 15 OVER THE
 NU0189'TRACK, 172 FEET SOUTH OF THE SOUTH RAIL, 8.6 FEET SOUTHWEST
 NU0189'OF THE HIGHWAY RIGHT-OF-WAY FENCE, 9.1 FEET EAST OF A WITNESS
 NU0189'POST, IN THE TOP OF A 3-BY 3 1/2-FOOT BOULDER PROJECTING 1
 NU0189'FOOT ABOVE THE GROUND.  ABOUT 12 FEET HIGHER THAN THE TRACK
 NU0189'AND 25 FEET LOWER THAN THE HIGHWAY.
 NU0189'
 NU0189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 NU0189'SOUTHEAST OF INKOM.
 NU0189
 NU0189                          STATION RECOVERY (1967)
 NU0189
 NU0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0189'9.75 MI N FROM MCCAMMON.
 NU0189'9.75 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0189'MCCAMMON, IN THE TOP OF A 3-BY 3 1/2-FOOT BOULDER PROJECTING 1 FOOT
 NU0189'ABOVE THE GROUND, 95.7 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 NU0189'SOUTHWEST CONCRETE OVERPASS FOR INTERSTATE HIGHWAY 15, 172 FEET SOUTH
 NU0189'OF THE SOUTH RAIL, 233 FEET SOUTHEAST OF A FENCE CORNER, 8.6 FEET
 NU0189'SOUTHWEST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 9.1 FEET EAST OF A
 NU0189'WITNESS POST, ABOUT 12 FEET HIGHER THAN THE TRACK AND 25 FEET LOWER
 NU0189'THAN THE HIGHWAY.
 NU0189
 NU0189                          STATION RECOVERY (2003)
 NU0189
 NU0189'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (DDH)
 NU0189'THE 1967 DESCRIPTION IS ADEQUATE EXCEPT THE MCCAMMON RAILROAD STATION
 NU0189'WAS MOVED ABOUT 0.5 MILES SOUTH OF ITS ORIGINAL LOCATION AND IS BEING
 NU0189'USED FOR SOME OTHER PURPOSE. ACCESS TO THE STATION IS BEST ACHIEVED
 NU0189'THROUGH PRIVATE PROPERTY NOT FROM INTERSTATE 15. NEITHER REFERENCE
 NU0189'MONUMENT WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0188 ***********************************************************************
 NU0188  DESIGNATION -  IDA 15 81 RM 1
 NU0188  PID         -  NU0188
 NU0188  STATE/COUNTY-  ID/BANNOCK
 NU0188  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU0188
 NU0188                         *CURRENT SURVEY CONTROL
 NU0188  ___________________________________________________________________
 NU0188* NAD 83(1986)-  42 47 10.     (N)    112 14 02.     (W)     SCALED    
 NU0188* NAVD 88     -      1385.176  (meters)    4544.53   (feet)  ADJUSTED  
 NU0188  ___________________________________________________________________
 NU0188  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 NU0188  DYNAMIC HT  -        1384.360 (meters)    4541.85  (feet)  COMP
 NU0188  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 NU0188
 NU0188  VERT ORDER  -  SECOND    CLASS 0
 NU0188
 NU0188.The horizontal coordinates were scaled from a topographic map and have
 NU0188.an estimated accuracy of +/- 6 seconds.
 NU0188
 NU0188.The orthometric height was determined by differential leveling
 NU0188.and adjusted by the National Geodetic Survey in June 1991..
 NU0188
 NU0188.The geoid height was determined by GEOID03.
 NU0188
 NU0188.The dynamic height is computed by dividing the NAVD 88
 NU0188.geopotential number by the normal gravity value computed on the
 NU0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0188.degrees latitude (g = 980.6199 gals.).
 NU0188
 NU0188.The modeled gravity was interpolated from observed gravity values.
 NU0188
 NU0188;                    North         East    Units  Estimated Accuracy
 NU0188;SPC ID E     -   124,340.      194,500.      MT  (+/- 180 meters Scaled)
 NU0188
 NU0188                          SUPERSEDED SURVEY CONTROL
 NU0188
 NU0188  NGVD 29 (??/??/92) 1384.12   (m)         4541.1    (f) COMPUTED    2 0
 NU0188
 NU0188.Superseded values are not recommended for survey control.
 NU0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0188.See file dsdata.txt to determine how the superseded data were derived.
 NU0188
 NU0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN990378(NAD 83)
 NU0188_MARKER: DR = REFERENCE MARK DISK
 NU0188_SETTING: 80 = SET IN A BOULDER
 NU0188_SP_SET: BOULDER
 NU0188_STAMPING: IDA 15-81 NO 1 1960
 NU0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0188+STABILITY: SURFACE MOTION
 NU0188
 NU0188  HISTORY     - Date     Condition        Report By
 NU0188  HISTORY     - 1960     MONUMENTED       CGS
 NU0188  HISTORY     - 1967     MARK NOT FOUND   NGS
 NU0188  HISTORY     - 20030521 MARK NOT FOUND   IDTD
 NU0188
 NU0188                          STATION DESCRIPTION
 NU0188
 NU0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0188'1.1 MI SE FROM INKOM.
 NU0188'1.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT INKOM,
 NU0188'THENCE RIGHT TO LEAVE THE HIGHWAY AND CROSS TRACKS OF THE UNION
 NU0188'PACIFIC RAILROAD, THEN RIGHT ALONG THE TRACKS FOR 100 YARDS TO TOP OF
 NU0188'SMALL RISE, 54.3 FEET NORTH NORTHWEST FROM THE TRIANGULATION STATION,
 NU0188'AND CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 FEET ABOVE
 NU0188'THE SURFACE.
 NU0188
 NU0188                          STATION RECOVERY (1967)
 NU0188
 NU0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0188'MARK NOT FOUND.
 NU0188
 NU0188                          STATION RECOVERY (2003)
 NU0188
 NU0188'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0188'SEE STATION IDA 15 81 (NU0189) FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0190 ***********************************************************************
 NU0190  DESIGNATION -  IDA 15 81 RM 2
 NU0190  PID         -  NU0190
 NU0190  STATE/COUNTY-  ID/BANNOCK
 NU0190  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU0190
 NU0190                         *CURRENT SURVEY CONTROL
 NU0190  ___________________________________________________________________
 NU0190* NAD 83(1986)-  42 47 10.     (N)    112 14 01.     (W)     SCALED    
 NU0190* NAVD 88     -      1385.071  (meters)    4544.19   (feet)  ADJUSTED  
 NU0190  ___________________________________________________________________
 NU0190  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 NU0190  DYNAMIC HT  -        1384.254 (meters)    4541.51  (feet)  COMP
 NU0190  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 NU0190
 NU0190  VERT ORDER  -  SECOND    CLASS 0
 NU0190
 NU0190.The horizontal coordinates were scaled from a topographic map and have
 NU0190.an estimated accuracy of +/- 6 seconds.
 NU0190
 NU0190.The orthometric height was determined by differential leveling
 NU0190.and adjusted by the National Geodetic Survey in June 1991..
 NU0190
 NU0190.The geoid height was determined by GEOID03.
 NU0190
 NU0190.The dynamic height is computed by dividing the NAVD 88
 NU0190.geopotential number by the normal gravity value computed on the
 NU0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0190.degrees latitude (g = 980.6199 gals.).
 NU0190
 NU0190.The modeled gravity was interpolated from observed gravity values.
 NU0190
 NU0190;                    North         East    Units  Estimated Accuracy
 NU0190;SPC ID E     -   124,340.      194,520.      MT  (+/- 180 meters Scaled)
 NU0190
 NU0190                          SUPERSEDED SURVEY CONTROL
 NU0190
 NU0190  NGVD 29 (??/??/92) 1384.02   (m)         4540.7    (f) COMPUTED    2 0
 NU0190
 NU0190.Superseded values are not recommended for survey control.
 NU0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0190.See file dsdata.txt to determine how the superseded data were derived.
 NU0190
 NU0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN991378(NAD 83)
 NU0190_MARKER: DR = REFERENCE MARK DISK
 NU0190_SETTING: 80 = SET IN A BOULDER
 NU0190_SP_SET: BOULDER
 NU0190_STAMPING: IDA 15-81 NO 2 1960
 NU0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0190+STABILITY: SURFACE MOTION
 NU0190
 NU0190  HISTORY     - Date     Condition        Report By
 NU0190  HISTORY     - 1960     MONUMENTED       CGS
 NU0190  HISTORY     - 1967     MARK NOT FOUND   USGS
 NU0190  HISTORY     - 20030521 MARK NOT FOUND   IDTD
 NU0190
 NU0190                          STATION DESCRIPTION
 NU0190
 NU0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0190'1.1 MI SE FROM INKOM.
 NU0190'1.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 91 FROM THE POSTOFFICE AT INKOM
 NU0190'AND THENCE RIGHT TO LEAVE THE HIGHWAY AND CROSS TRACKS OF THE UNION
 NU0190'PACIFIC RAILROAD, THENCE RIGHT AND ALONG THE TRACK FOR ABOUT 100 YARDS
 NU0190'TO TOP OF RISE, 60.4 FEET EAST NORTHEAST FROM THE TRIANGULATION
 NU0190'STATION, CEMENTED IN A LARGE BOULDER PROJECTING 3 FEET ABOVE THE
 NU0190'GROUND.
 NU0190
 NU0190                          STATION RECOVERY (1967)
 NU0190
 NU0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU0190'MARK NOT FOUND.
 NU0190
 NU0190                          STATION RECOVERY (2003)
 NU0190
 NU0190'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0190'SEE STATION IDA 15 81 (NU0189) FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1514 ***********************************************************************
 NU1514  DESIGNATION -  IDA 15 82
 NU1514  PID         -  NU1514
 NU1514  STATE/COUNTY-  ID/BANNOCK
 NU1514  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU1514
 NU1514                         *CURRENT SURVEY CONTROL
 NU1514  ___________________________________________________________________
 NU1514* NAD 83(1992)-  42 47 19.99337(N)    112 14 57.60119(W)     ADJUSTED  
 NU1514* NAVD 88     -      1409.9    (meters)    4626.     (feet)  VERTCON   
 NU1514  ___________________________________________________________________
 NU1514  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 NU1514  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 NU1514
 NU1514  HORZ ORDER  -  SECOND
 NU1514
 NU1514.The horizontal coordinates were established by classical geodetic methods
 NU1514.and adjusted by the National Geodetic Survey in July 1992..
 NU1514
 NU1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1514
 NU1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1514
 NU1514.The geoid height was determined by GEOID03.
 NU1514
 NU1514;                    North         East     Units Scale Factor Converg.
 NU1514;SPC ID E     -   124,650.426   193,236.577   MT  0.99994793   -0 03 22.2
 NU1514;UTM  12      - 4,738,128.306   397,820.298   MT  0.99972845   -0 50 55.5
 NU1514
 NU1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1514!SPC ID E     -   0.99978089  x   0.99994793  =   0.99972883
 NU1514!UTM  12      -   0.99978089  x   0.99972845  =   0.99950939
 NU1514
 NU1514|---------------------------------------------------------------------|
 NU1514| PID    Reference Object                     Distance      Geod. Az  |
 NU1514|                                                           dddmmss.s |
 NU1514| CM4899 IDA 15 82 RM 1                       13.283 METERS 05815     |
 NU1514| NU1512 IDA 15 82 AZ MK                     APPROX. 1.1 KM 1343742.4 |
 NU1514| CM4900 IDA 15 82 RM 2                       12.332 METERS 19828     |
 NU1514|---------------------------------------------------------------------|
 NU1514
 NU1514                          SUPERSEDED SURVEY CONTROL
 NU1514
 NU1514  NAD 83(1986)-  42 47 19.98646(N)    112 14 57.58482(W) AD(       ) 2
 NU1514  NAD 27      -  42 47 20.29200(N)    112 14 54.69280(W) AD(       ) 2
 NU1514  NGVD 29 (07/19/86) 1408.9    (m)         4622.     (f) VERT ANG       
 NU1514
 NU1514.Superseded values are not recommended for survey control.
 NU1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1514.See file dsdata.txt to determine how the superseded data were derived.
 NU1514
 NU1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9782038128(NAD 83)
 NU1514_MARKER: DE = TRAVERSE STATION DISK
 NU1514_SETTING: 66 = SET IN ROCK OUTCROP
 NU1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1514+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 NU1514
 NU1514  HISTORY     - Date     Condition        Report By
 NU1514  HISTORY     - 1960     MONUMENTED       CGS
 NU1514  HISTORY     - 20030424 GOOD             IDTD
 NU1514
 NU1514                          STATION DESCRIPTION
 NU1514
 NU1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1514'THE STATION IS 0.3 MILE SOUTH FROM THE CENTER OF INKOM, 0.3
 NU1514'MILE SOUTHEAST OF THE JUNCTION OF INDIAN CREEK ROAD AND PORTNEUF
 NU1514'ROAD AND 0.05 MILE SOUTHWEST OF THE IDAHO PORTLAND CEMENT
 NU1514'COMPANY PLANT AT INKOM, 100 FEET NORTHEAST OF MARSH CREEK
 NU1514'ROAD ON THE SUMMIT OF A LARGE CIRCULAR MOUND OF LAVA 17
 NU1514'FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU1514'
 NU1514'TO REACH THE STATION FROM THE POST OFFICE AT INKOM, PROCEED
 NU1514'SOUTHEAST ALONG U.S. HIGHWAYS 30 N, 91 AND 191 FOR 0.2 MILE
 NU1514'TO THE ENTRANCE TO THE IDAHO CEMENT PLANT, TURN RIGHT, WEST,
 NU1514'FOR 0.2 MILE, CROSSING THE RAILROAD TRACKS AND THE PORTNEUF
 NU1514'RIVER FOLLOWING THE ROAD NORTH AND WEST TO A FORK AT THE CREST
 NU1514'OF THE BLUFF, TURN LEFT, SOUTHEAST ALONG MARSH CREEK ROAD FOR
 NU1514'0.3 MILE TO THE STATION ON THE LEFT OF THE ROAD.
 NU1514'
 NU1514'THE STATION MARK, STAMPED IDA 15-82 1960, IS A STANDARD TRAVERSE
 NU1514'DISK SET IN CEMENT IN A DRILL HOLE FLUSH WITH THE TOP OF THE
 NU1514'LARGE DOME SHAPED LAVA OUTCROPPING.
 NU1514'
 NU1514'REFERENCE MARK 1, STAMPED IDA 15-82 NO 1 1960, IS A STANDARD
 NU1514'DISK SET IN CEMENT IN A DRILL HOLE IN THE OUTCROPPING LAVA
 NU1514'BEDROCK WHICH PROJECTS ABOUT 2 FEET AND IS 4 FEET LOWER THAN
 NU1514'THE STATION MARK.
 NU1514'
 NU1514'REFERENCE MARK 2, STAMPED IDA 15-82 NO 2 1960, IS A STANDARD
 NU1514'DISK SET IN CEMENT IN A DRILL HOLE IN THE LAVA BEDROCK WHICH
 NU1514'PROJECTS ABOUT 1 FOOT AND IS 4 FEET LOWER THAN THE STATION MARK.
 NU1514'
 NU1514'THE AZIMUTH MARK, STAMPED IDA 15-82 1960, IS A STANDARD DISK
 NU1514'SET IN CEMENT IN A DRILL HOLE IN LAVA BEDROCK, 0.75 MILE
 NU1514'SOUTHEAST OF THE STATION ALONG MARSH CREEK ROAD, 48 FEET
 NU1514'NORTHEAST OF THE NORTHEAST RIGHT OF WAY FENCE LINE AND 9 FEET
 NU1514'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU1514
 NU1514                          STATION RECOVERY (2003)
 NU1514
 NU1514'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (DDH)
 NU1514'THE INKOM POST OFFICE IS NOW IN A NEWER BUILDING ABOUT 0.2 MILE SOUTH
 NU1514'ALONG THE INTERSTATE 15 BUSINES LOOP (FORMERLY U.S. HIGHWAYS 30N, 91
 NU1514'AND 191)FROM THE LOCATION DESCRIBED IN 1960 AND NEARLY ACROSS THE
 NU1514'STREET FROM THE CEMENT PLANT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1512 ***********************************************************************
 NU1512  DESIGNATION -  IDA 15 82 AZ MK
 NU1512  PID         -  NU1512
 NU1512  STATE/COUNTY-  ID/BANNOCK
 NU1512  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU1512
 NU1512                         *CURRENT SURVEY CONTROL
 NU1512  ___________________________________________________________________
 NU1512* NAD 83(1992)-  42 46 54.63181(N)    112 14 22.72362(W)     ADJUSTED  
 NU1512* NAVD 88     -      1409.     (meters)    4623.     (feet)  SCALED    
 NU1512  ___________________________________________________________________
 NU1512  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 NU1512  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NU1512
 NU1512  HORZ ORDER  -  THIRD
 NU1512
 NU1512.The horizontal coordinates were established by classical geodetic methods
 NU1512.and adjusted by the National Geodetic Survey in July 1992..
 NU1512
 NU1512.The orthometric height was scaled from a topographic map.
 NU1512
 NU1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1512
 NU1512.The geoid height was determined by GEOID03.
 NU1512
 NU1512;                    North         East     Units Scale Factor Converg.
 NU1512;SPC ID E     -   123,867.131   194,028.544   MT  0.99994781   -0 02 58.4
 NU1512;UTM  12      - 4,737,334.307   398,601.183   MT  0.99972649   -0 50 31.4
 NU1512
 NU1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1512!SPC ID E     -   0.99978103  x   0.99994781  =   0.99972885
 NU1512!UTM  12      -   0.99978103  x   0.99972649  =   0.99950758
 NU1512
 NU1512                          SUPERSEDED SURVEY CONTROL
 NU1512
 NU1512  NAD 83(1986)-  42 46 54.62487(N)    112 14 22.70731(W) AD(       ) 3
 NU1512  NAD 27      -  42 46 54.93000(N)    112 14 19.81700(W) AD(       ) 3
 NU1512
 NU1512.Superseded values are not recommended for survey control.
 NU1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1512.See file dsdata.txt to determine how the superseded data were derived.
 NU1512
 NU1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9860137334(NAD 83)
 NU1512_MARKER: DZ = AZIMUTH MARK DISK
 NU1512_SETTING: 66 = SET IN ROCK OUTCROP
 NU1512_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NU1512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1512+STABILITY: POSITION/ELEVATION WELL
 NU1512
 NU1512  HISTORY     - Date     Condition        Report By
 NU1512  HISTORY     - 1960     MONUMENTED       CGS
 NU1512
 NU1512                          STATION DESCRIPTION
 NU1512
 NU1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1512'THE STATION IS 1.4 MILE SOUTH OF THE CENTER OF INKOM, 1.0 MILE
 NU1512'SOUTH OF THE IDAHO CEMENT PLANT, 48 FEET NORTHEAST OF THE
 NU1512'NORTHEAST RIGHT OF WAY FENCE LINE ALONG MARSH CREEK ROAD AND
 NU1512'9 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU1512'THE AZIMUTH MARK, STAMPED IDA 15-82 1960, IS A STANDARD DISK
 NU1512'SET IN CEMENT IN A DRILL HOLE IN LAVA BEDROCK, 0.75 MILE
 NU1512'SOUTHEAST OF THE STATION ALONG MARSH CREEK ROAD, 48 FEET
 NU1512'NORTHEAST OF THE NORTHEAST RIGHT OF WAY FENCE LINE AND 9 FEET
 NU1512'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU1512'
 NU1512'THE POINT INTERSECTED WAS THE CENTER OF THE CROSS ON A STANDARD
 NU1512'AZIMUTH MARK DISK.
 NU1512'
 NU1512'TO REACH THE STATION FROM THE POST OFFICE IN INKOM, PROCEED
 NU1512'SOUTHEAST ALONG U.S. HIGHWAYS 30 N, 91 AND 191 FOR 0.2 MILE
 NU1512'TO THE ENTRANCE ROAD TO THE IDAHO CEMENT PLANT, TURN RIGHT,
 NU1512'CROSSING THE PORTNEUF RIVER AND THE RAILROAD TRACKS THENCE
 NU1512'NORTHWEST UP THE GRADE THROUGH THE CUT FOR 0.2 MILE TO A FORK
 NU1512'AT THE TOP, TURN LEFT, SOUTHEAST, ALONG MARSH CREEK ROAD FOR
 NU1512'1.05 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0183 ***********************************************************************
 NU0183  DESIGNATION -  IDA 15 83
 NU0183  PID         -  NU0183
 NU0183  STATE/COUNTY-  ID/BANNOCK
 NU0183  USGS QUAD   -  INKOM (1971)
 NU0183
 NU0183                         *CURRENT SURVEY CONTROL
 NU0183  ___________________________________________________________________
 NU0183* NAD 83(1992)-  42 47 58.07519(N)    112 18 10.02579(W)     ADJUSTED  
 NU0183* NAVD 88     -      1423.341  (meters)    4669.74   (feet)  ADJUSTED  
 NU0183  ___________________________________________________________________
 NU0183  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 NU0183  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 NU0183  DYNAMIC HT  -        1422.511 (meters)    4667.02  (feet)  COMP
 NU0183  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 NU0183
 NU0183  HORZ ORDER  -  SECOND
 NU0183  VERT ORDER  -  SECOND    CLASS 0
 NU0183
 NU0183.The horizontal coordinates were established by classical geodetic methods
 NU0183.and adjusted by the National Geodetic Survey in July 1992..
 NU0183
 NU0183.The orthometric height was determined by differential leveling
 NU0183.and adjusted by the National Geodetic Survey in June 1991..
 NU0183
 NU0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0183
 NU0183.The geoid height was determined by GEOID03.
 NU0183
 NU0183.The dynamic height is computed by dividing the NAVD 88
 NU0183.geopotential number by the normal gravity value computed on the
 NU0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0183.degrees latitude (g = 980.6199 gals.).
 NU0183
 NU0183.The modeled gravity was interpolated from observed gravity values.
 NU0183
 NU0183;                    North         East     Units Scale Factor Converg.
 NU0183;SPC ID E     -   125,831.164   188,865.342   MT  0.99994889   -0 05 32.9
 NU0183;UTM  12      - 4,739,369.139   393,466.750   MT  0.99973963   -0 53 06.9
 NU0183
 NU0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0183!SPC ID E     -   0.99977879  x   0.99994889  =   0.99972769
 NU0183!UTM  12      -   0.99977879  x   0.99973963  =   0.99951847
 NU0183
 NU0183|---------------------------------------------------------------------|
 NU0183| PID    Reference Object                     Distance      Geod. Az  |
 NU0183|                                                           dddmmss.s |
 NU0183| NU0184 IDA 15 83 RM 1                        6.664 METERS 01936     |
 NU0183| NU0185 IDA 15 83 AZ MK                     APPROX. 1.3 KM 0935919.1 |
 NU0183| NU0182 IDA 15 83 RM 2                        9.374 METERS 25337     |
 NU0183|---------------------------------------------------------------------|
 NU0183
 NU0183                          SUPERSEDED SURVEY CONTROL
 NU0183
 NU0183  NAD 83(1986)-  42 47 58.06853(N)    112 18 10.00943(W) AD(       ) 2
 NU0183  NAD 27      -  42 47 58.37470(N)    112 18 07.11180(W) AD(       ) 2
 NU0183  NGVD 29 (??/??/92) 1422.290  (m)         4666.30   (f) ADJ UNCH    2 0
 NU0183
 NU0183.Superseded values are not recommended for survey control.
 NU0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0183.See file dsdata.txt to determine how the superseded data were derived.
 NU0183
 NU0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9346739369(NAD 83)
 NU0183_MARKER: DB = BENCH MARK DISK
 NU0183_SETTING: 66 = SET IN ROCK OUTCROP
 NU0183_SP_SET: BEDROCK
 NU0183_STAMPING: IDA 15-83 1960
 NU0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0183+STABILITY: POSITION/ELEVATION WELL
 NU0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0183+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2003
 NU0183
 NU0183  HISTORY     - Date     Condition        Report By
 NU0183  HISTORY     - 1960     MONUMENTED       CGS
 NU0183  HISTORY     - 1972     GOOD             USGS
 NU0183  HISTORY     - 20030502 GOOD             IDTD
 NU0183
 NU0183                          STATION DESCRIPTION
 NU0183
 NU0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0183'THE STATION IS ON THE SUMMIT OF A LOW SAGE AND GRASS COVERED
 NU0183'RISE, ABOUT 9-1/2 MILES SOUTHEAST OF POCATELLO, 3 MILES WEST
 NU0183'OF INKOM AND 0.1 MILE NORTH OF U.S. HIGHWAYS 30N, 91 AND 191.
 NU0183'IT IS 0.05 MILE NORTH OF AN EAST-WEST TELEPHONE LINE, ON THE
 NU0183'WEST SIDE OF A TRACK ROAD AND NEAR THE SOUTH RIGHT-OF-WAY OF
 NU0183'PROPOSED INTERSTATE 15.
 NU0183'
 NU0183'TO REACH THE STATION FROM THE BANNOCK COUNTY COURTHOUSE
 NU0183'IN POCATELLO, DRIVE SOUTH AND EAST ON U.S. HIGHWAYS 30N, 91 AND
 NU0183'191 FOR 9.35 MILES TO A TRACK ROAD ON THE LEFT*.  TURN LEFT
 NU0183'AND DRIVE NORTHERLY ON THE TRACK ROAD FOR 0.1 MILE TO THE
 NU0183'STATION ON THE LEFT.
 NU0183'
 NU0183'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD TRAVERSE
 NU0183'DISKS, STAMPED IDA 15 - 83 1960.  THE SURFACE MARK IS SET IN
 NU0183'THE CENTER OF THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS
 NU0183'12 INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE SURFACE
 NU0183'OF THE GROUND.  IT IS 145 FEET SOUTH OF THE CENTER STAKE OF
 NU0183'PROPOSED INTERSTATE 15, 70 FEET WEST-SOUTHWEST OF THE CENTER
 NU0183'OF THE TRACK ROAD AND 3.3 FEET WEST OF A METAL WITNESS POST
 NU0183'WITH SIGN.
 NU0183'
 NU0183'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS CEMENTED IN DRILL
 NU0183'HOLES IN BOULDERS WHICH PROJECT ABOUT 8 INCHES ABOVE THE SURFACE
 NU0183'OF THE GROUND.  REFERENCE MARK 1, STAMPED IDA 15 - 83 NO 1 1960, IS
 NU0183'ABOUT 1.0 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 NU0183'REFERENCE MARK 2, STAMPED IDA 15 - 83 NO 2 1960, IS ABOUT 18
 NU0183'INCHES HIGHER IN ELEVATION THAN THE STATION MARK.
 NU0183'
 NU0183'THE AZIMUTH MARK, STAMPED IDA 15 - 83 1960, IS A STANDARD
 NU0183'DISK CEMENTED IN A DRILL HOLE IN A LONG STRIP OF BEDROCK WHICH
 NU0183'PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU0183'IT IS SITUATED BENEATH A NORTH-SOUTH POWERLINE, 110 FEET SOUTH
 NU0183'OF THE CENTER OF U.S. HIGHWAYS 30N, 91 AND 191, 9.5 FEET SOUTH
 NU0183'OF A METAL WITNESS POST WITH SIGN AND 1.5 FEET WEST OF A
 NU0183'NORTH-SOUTH FENCE.
 NU0183'
 NU0183'*TO REACH THE AZIMUTH MARK, CONTINUE EAST ON THE HIGHWAY FOR
 NU0183'0.8 MILE TO THE NORTH-SOUTH POWERLINE CROSSING THE HIGHWAY
 NU0183'AND THE AZIMUTH MARK ON THE RIGHT.
 NU0183
 NU0183                          STATION RECOVERY (1972)
 NU0183
 NU0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NU0183'1.8 MI NW FROM INKOM.
 NU0183'1.8 MI. NW ALONG OLD US HIGHWAY 91 AND 30N FROM THE POST OFFICE AT
 NU0183'INKOM, 550 FT. S OF CENTER LINE OF EASTBOUND LANES OF INTERSTATE 15 AT
 NU0183'A POINT 0.15 MI. E OF THE PORT OF ENTRY STATION, 110 FT. S OF THE
 NU0183'CENTER LINE OF THE OLD HIGHWAY, 120 FT. NE OF A WELL.  9.5 FT. S OF A
 NU0183'METAL WITNESS POST WITH SIGN.  1.5 FT. W OF A NORTH-SOUTH FENCE.
 NU0183'CEMENTED IN A LONG STRIP OF BEDROCK PROJECTING 10 INCHES ABOVE SURFACE
 NU0183'OF THE GROUND.
 NU0183
 NU0183                          STATION RECOVERY (2003)
 NU0183
 NU0183'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0183'THE STATION IS ABOUT 23 METERS (75 FT.)SOUTH OF THE SHOULDER OF THE
 NU0183'SOUTHBOUND LANES OF INTERSTATE 15 ABOUT MILEPOST 59.9 AND WITHIN THE
 NU0183'RIGHT-OF-WAY. BOTH REFERENCE MARKS ARE IN PLACE. PLACED AN ORANGE POST
 NU0183'WITH AN ITD LABEL NEAR STATION. THE IDAHO TRANSPORTATION DEPARTMENT,
 NU0183'P.O. BOX 4700, POCATELLO, IDAHO 83205 (PHONE 208-239-3300)SHOULD BE
 NU0183'CONTACTED PRIOR TO ACCESSING THE SITE FROM I-15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0185 ***********************************************************************
 NU0185  DESIGNATION -  IDA 15 83 AZ MK
 NU0185  PID         -  NU0185
 NU0185  STATE/COUNTY-  ID/BANNOCK
 NU0185  USGS QUAD   -  INKOM (1971)
 NU0185
 NU0185                         *CURRENT SURVEY CONTROL
 NU0185  ___________________________________________________________________
 NU0185* NAD 83(1992)-  42 47 55.18265(N)    112 17 13.76845(W)     ADJUSTED  
 NU0185* NAVD 88     -      1406.164  (meters)    4613.39   (feet)  ADJUSTED  
 NU0185  ___________________________________________________________________
 NU0185  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 NU0185  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NU0185  DYNAMIC HT  -        1405.344 (meters)    4610.70  (feet)  COMP
 NU0185  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 NU0185
 NU0185  HORZ ORDER  -  THIRD
 NU0185  VERT ORDER  -  SECOND    CLASS 0
 NU0185
 NU0185.The horizontal coordinates were established by classical geodetic methods
 NU0185.and adjusted by the National Geodetic Survey in July 1992..
 NU0185
 NU0185.The orthometric height was determined by differential leveling
 NU0185.and adjusted by the National Geodetic Survey in June 1991..
 NU0185
 NU0185.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0185
 NU0185.The geoid height was determined by GEOID03.
 NU0185
 NU0185.The dynamic height is computed by dividing the NAVD 88
 NU0185.geopotential number by the normal gravity value computed on the
 NU0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0185.degrees latitude (g = 980.6199 gals.).
 NU0185
 NU0185.The modeled gravity was interpolated from observed gravity values.
 NU0185
 NU0185;                    North         East     Units Scale Factor Converg.
 NU0185;SPC ID E     -   125,739.966   190,143.528   MT  0.99994856   -0 04 54.7
 NU0185;UTM  12      - 4,739,260.288   394,743.282   MT  0.99973630   -0 52 28.6
 NU0185
 NU0185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0185!SPC ID E     -   0.99978148  x   0.99994856  =   0.99973005
 NU0185!UTM  12      -   0.99978148  x   0.99973630  =   0.99951783
 NU0185
 NU0185                          SUPERSEDED SURVEY CONTROL
 NU0185
 NU0185  NAD 83(1986)-  42 47 55.17597(N)    112 17 13.75242(W) AD(       ) 3
 NU0185  NAD 27      -  42 47 55.48200(N)    112 17 10.85900(W) AD(       ) 3
 NU0185  NGVD 29 (??/??/92) 1405.114  (m)         4609.94   (f) ADJ UNCH    2 0
 NU0185
 NU0185.Superseded values are not recommended for survey control.
 NU0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0185.See file dsdata.txt to determine how the superseded data were derived.
 NU0185
 NU0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9474339260(NAD 83)
 NU0185_MARKER: DZ = AZIMUTH MARK DISK
 NU0185_SETTING: 66 = SET IN ROCK OUTCROP
 NU0185_SP_SET: BEDROCK
 NU0185_STAMPING: IDA 15-83 1960
 NU0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0185+STABILITY: POSITION/ELEVATION WELL
 NU0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0185+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2003
 NU0185
 NU0185  HISTORY     - Date     Condition        Report By
 NU0185  HISTORY     - 1960     MONUMENTED       CGS
 NU0185  HISTORY     - 1960     GOOD             CGS
 NU0185  HISTORY     - 20030502 GOOD             IDTD
 NU0185
 NU0185                          STATION DESCRIPTION
 NU0185
 NU0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0185'AN AZIMUTH MARK DISK STAMPED IDA 15-83 1960 CEMENTED IN A DRILL
 NU0185'HOLE IN A LONG STRIP OF BEDROCK THAT PROJECTS 10 INCHES ABOVE
 NU0185'THE GROUND, BENEATH A N-S POWER LINE, 110 FEET SOUTH FROM THE
 NU0185'CENTER OF U.S. HIGHWAYS 30N AND 91, 9.5 FEET SOUTH FROM A
 NU0185'METAL WITNESS POST WITH SIGN, AND 1.5 FEET WEST FROM A FENCE.
 NU0185'FROM THE BANNOCK COUNTY COURT HOUSE IN POCATELLO, SOUTH AND
 NU0185'EAST ALONG U.S. HIGHWAYS 30N AND 91 FOR 10.15 MILES TO WHERE A
 NU0185'TRANSMISSION LINE CROSSES THE HIGHWAY, AND THE MARK IN THE
 NU0185'SOUTH OF THE HIGHWAY 110 FEET FROM ITS CENTER.
 NU0185
 NU0185                          STATION RECOVERY (1960)
 NU0185
 NU0185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0185'2.2 MI W FROM INKOM.
 NU0185'FROM THE COURTHOUSE IN POCATELLO, SOUTH AND EAST ALONG U.S. HIGHWAY 91
 NU0185'AND 30N FOR 10.15 MILES TO AND BENEATH A NORTH-SOUTH POWERLINE, 110
 NU0185'FEET SOUTH FROM THE CENTER OF THE HIGHWAY, 9.5 FEET SOUTH FROM A METAL
 NU0185'WITNESS POST WITH SIGN, 1.5 FEET WEST FROM A NORTH-SOUTH FENCE,
 NU0185'CEMENTED IN A LONG STRIP OF BEDROCK PROJECTING 10-INCHES ABOVE SURFACE
 NU0185'OF THE GROUND.
 NU0185
 NU0185                          STATION RECOVERY (2003)
 NU0185
 NU0185'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0185'SET ORANGE POST WITH ITD LABEL NEARBY. STEEL POST AND SIGN ARE IN
 NU0185'PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0184 ***********************************************************************
 NU0184  DESIGNATION -  IDA 15 83 RM 1
 NU0184  PID         -  NU0184
 NU0184  STATE/COUNTY-  ID/BANNOCK
 NU0184  USGS QUAD   -  INKOM (1971)
 NU0184
 NU0184                         *CURRENT SURVEY CONTROL
 NU0184  ___________________________________________________________________
 NU0184* NAD 83(1986)-  42 47 58.     (N)    112 18 09.     (W)     SCALED    
 NU0184* NAVD 88     -      1423.676  (meters)    4670.84   (feet)  ADJUSTED  
 NU0184  ___________________________________________________________________
 NU0184  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 NU0184  DYNAMIC HT  -        1422.847 (meters)    4668.12  (feet)  COMP
 NU0184  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 NU0184
 NU0184  VERT ORDER  -  SECOND    CLASS 0
 NU0184
 NU0184.The horizontal coordinates were scaled from a topographic map and have
 NU0184.an estimated accuracy of +/- 6 seconds.
 NU0184
 NU0184.The orthometric height was determined by differential leveling
 NU0184.and adjusted by the National Geodetic Survey in June 1991..
 NU0184
 NU0184.The geoid height was determined by GEOID03.
 NU0184
 NU0184.The dynamic height is computed by dividing the NAVD 88
 NU0184.geopotential number by the normal gravity value computed on the
 NU0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0184.degrees latitude (g = 980.6199 gals.).
 NU0184
 NU0184.The modeled gravity was interpolated from observed gravity values.
 NU0184
 NU0184;                    North         East    Units  Estimated Accuracy
 NU0184;SPC ID E     -   125,830.      188,890.      MT  (+/- 180 meters Scaled)
 NU0184
 NU0184                          SUPERSEDED SURVEY CONTROL
 NU0184
 NU0184  NGVD 29 (??/??/92) 1422.626  (m)         4667.40   (f) ADJ UNCH    2 0
 NU0184
 NU0184.Superseded values are not recommended for survey control.
 NU0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0184.See file dsdata.txt to determine how the superseded data were derived.
 NU0184
 NU0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN934393(NAD 83)
 NU0184_MARKER: DR = REFERENCE MARK DISK
 NU0184_SETTING: 80 = SET IN A BOULDER
 NU0184_SP_SET: BOULDER
 NU0184_STAMPING: IDA 15-83 NO 1 1960
 NU0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0184+STABILITY: SURFACE MOTION
 NU0184
 NU0184  HISTORY     - Date     Condition        Report By
 NU0184  HISTORY     - 1960     MONUMENTED       CGS
 NU0184  HISTORY     - 20030502 POOR             IDTD
 NU0184
 NU0184                          STATION DESCRIPTION
 NU0184
 NU0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0184'3.0 MI W FROM INKOM.
 NU0184'FROM THE COURTHOUSE IN POCATELLO, SOUTH AND EAST 9.35 MILES ALONG U.S.
 NU0184'HIGHWAY 91 AND 30N TO A TRACK ROAD, THENCE LEFT AND NORTHERLY 0.1
 NU0184'MILE, 21.9 FEET NORTH NORTHEAST FROM THE TRAVERSE STATION MARK IDA
 NU0184'15-83, SET IN A BOULDER PROJECTING 8-INCHES ABOVE THE GROUND SURFACE.
 NU0184
 NU0184                          STATION RECOVERY (2003)
 NU0184
 NU0184'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0184'SEE STATION IDA 15 83 (NU0183) FOR MORE INFORMATION. CAP IS IN PLACE
 NU0184'BUT LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0182 ***********************************************************************
 NU0182  DESIGNATION -  IDA 15 83 RM 2
 NU0182  PID         -  NU0182
 NU0182  STATE/COUNTY-  ID/BANNOCK
 NU0182  USGS QUAD   -  INKOM (1971)
 NU0182
 NU0182                         *CURRENT SURVEY CONTROL
 NU0182  ___________________________________________________________________
 NU0182* NAD 83(1986)-  42 47 58.     (N)    112 18 10.     (W)     SCALED    
 NU0182* NAVD 88     -      1422.761  (meters)    4667.84   (feet)  ADJUSTED  
 NU0182  ___________________________________________________________________
 NU0182  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 NU0182  DYNAMIC HT  -        1421.932 (meters)    4665.12  (feet)  COMP
 NU0182  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 NU0182
 NU0182  VERT ORDER  -  SECOND    CLASS 0
 NU0182
 NU0182.The horizontal coordinates were scaled from a topographic map and have
 NU0182.an estimated accuracy of +/- 6 seconds.
 NU0182
 NU0182.The orthometric height was determined by differential leveling
 NU0182.and adjusted by the National Geodetic Survey in June 1991..
 NU0182
 NU0182.The geoid height was determined by GEOID03.
 NU0182
 NU0182.The dynamic height is computed by dividing the NAVD 88
 NU0182.geopotential number by the normal gravity value computed on the
 NU0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0182.degrees latitude (g = 980.6199 gals.).
 NU0182
 NU0182.The modeled gravity was interpolated from observed gravity values.
 NU0182
 NU0182;                    North         East    Units  Estimated Accuracy
 NU0182;SPC ID E     -   125,830.      188,870.      MT  (+/- 180 meters Scaled)
 NU0182
 NU0182                          SUPERSEDED SURVEY CONTROL
 NU0182
 NU0182  NGVD 29 (??/??/92) 1421.711  (m)         4664.40   (f) ADJ UNCH    2 0
 NU0182
 NU0182.Superseded values are not recommended for survey control.
 NU0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0182.See file dsdata.txt to determine how the superseded data were derived.
 NU0182
 NU0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN934393(NAD 83)
 NU0182_MARKER: DR = REFERENCE MARK DISK
 NU0182_SETTING: 80 = SET IN A BOULDER
 NU0182_SP_SET: BOULDER
 NU0182_STAMPING: IDA 15-83 NO 2 1960
 NU0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0182+STABILITY: SURFACE MOTION
 NU0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0182+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2003
 NU0182
 NU0182  HISTORY     - Date     Condition        Report By
 NU0182  HISTORY     - 1960     MONUMENTED       CGS
 NU0182  HISTORY     - 20030502 GOOD             IDTD
 NU0182
 NU0182                          STATION DESCRIPTION
 NU0182
 NU0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0182'3.0 MI W FROM INKOM.
 NU0182'FROM THE COURTHOUSE IN POCATELLO, SOUTH AND EAST 9.35 MILES ALONG U.S.
 NU0182'HIGHWAY 91 AND 30N TO A TRACK ROAD, THENCE LEFT AND NORTHERLY 0.1
 NU0182'MILE, 30.8 FEET WEST SOUTHWEST FROM THE TRAVERSE STATION MARK IDA
 NU0182'15-83, CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 8-INCHES ABOVE
 NU0182'THE GROUND SURFACE.
 NU0182
 NU0182                          STATION RECOVERY (2003)
 NU0182
 NU0182'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0182'SEE STATION IDA 15 83 (NU0183) FOR MORE INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0177 ***********************************************************************
 NU0177  DESIGNATION -  IDA 15 84
 NU0177  PID         -  NU0177
 NU0177  STATE/COUNTY-  ID/BANNOCK
 NU0177  USGS QUAD   -  INKOM (1971)
 NU0177
 NU0177                         *CURRENT SURVEY CONTROL
 NU0177  ___________________________________________________________________
 NU0177* NAD 83(1992)-  42 47 38.32242(N)    112 21 55.15957(W)     ADJUSTED  
 NU0177* NAVD 88     -      1378.263  (meters)    4521.85   (feet)  ADJUSTED  
 NU0177  ___________________________________________________________________
 NU0177  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 NU0177  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NU0177  DYNAMIC HT  -        1377.464 (meters)    4519.23  (feet)  COMP
 NU0177  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 NU0177
 NU0177  HORZ ORDER  -  SECOND
 NU0177  VERT ORDER  -  SECOND    CLASS 0
 NU0177
 NU0177.The horizontal coordinates were established by classical geodetic methods
 NU0177.and adjusted by the National Geodetic Survey in July 1992..
 NU0177
 NU0177.The orthometric height was determined by differential leveling
 NU0177.and adjusted by the National Geodetic Survey in June 1991..
 NU0177
 NU0177.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0177
 NU0177.The geoid height was determined by GEOID03.
 NU0177
 NU0177.The dynamic height is computed by dividing the NAVD 88
 NU0177.geopotential number by the normal gravity value computed on the
 NU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0177.degrees latitude (g = 980.6199 gals.).
 NU0177
 NU0177.The modeled gravity was interpolated from observed gravity values.
 NU0177
 NU0177;                    North         East     Units Scale Factor Converg.
 NU0177;SPC ID E     -   125,231.820   183,748.282   MT  0.99995062   -0 08 05.9
 NU0177;UTM  12      - 4,738,840.754   388,342.929   MT  0.99975338   -0 55 39.5
 NU0177
 NU0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0177!SPC ID E     -   0.99978587  x   0.99995062  =   0.99973650
 NU0177!UTM  12      -   0.99978587  x   0.99975338  =   0.99953930
 NU0177
 NU0177|---------------------------------------------------------------------|
 NU0177| PID    Reference Object                     Distance      Geod. Az  |
 NU0177|                                                           dddmmss.s |
 NU0177| NU0179 IDA 15 84 RM 1                       14.896 METERS 00403     |
 NU0177| NU1542 INDIAN ALLOTMENT MARK                 2.347 METERS 22402     |
 NU0177| NU0178 IDA 15 84 RM 2                       15.206 METERS 26414     |
 NU0177| NU0175 L 98                                               3585642.6 |
 NU0177|---------------------------------------------------------------------|
 NU0177
 NU0177                          SUPERSEDED SURVEY CONTROL
 NU0177
 NU0177  NAD 83(1986)-  42 47 38.31603(N)    112 21 55.14342(W) AD(       ) 2
 NU0177  NAD 27      -  42 47 38.62300(N)    112 21 52.23800(W) AD(       ) 2
 NU0177  NGVD 29 (??/??/92) 1377.214  (m)         4518.41   (f) ADJ UNCH    2 0
 NU0177
 NU0177.Superseded values are not recommended for survey control.
 NU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0177.See file dsdata.txt to determine how the superseded data were derived.
 NU0177
 NU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8834338841(NAD 83)
 NU0177_MARKER: DE = TRAVERSE STATION DISK
 NU0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0177_STAMPING: IDA 15-84 1960
 NU0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0177+STABILITY: SURFACE MOTION
 NU0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0177+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2003
 NU0177
 NU0177  HISTORY     - Date     Condition        Report By
 NU0177  HISTORY     - 1960     MONUMENTED       CGS
 NU0177  HISTORY     - 1960     GOOD             CGS
 NU0177  HISTORY     - 20030502 GOOD             IDTD
 NU0177
 NU0177                          STATION DESCRIPTION
 NU0177
 NU0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0177'THE STATION IS IN THE PORTNEUF RIVER VALLEY, 6-1/2 MILES SOUTHEAST
 NU0177'OF THE CENTER OF POCATELLO, 0.25 MILE SOUTH OF THE PORTNEUF
 NU0177'RIVER AND 0.05 MILE WEST OF THE INTERSECTION OF PORTNEUF ROAD
 NU0177'AND FORT HALL MINE ROAD.  IT IS IN THE NORTHWEST CORNER OF
 NU0177'THE INTERSECTION OF THE NORTH RIGHT-OF-WAY FENCE OF PORTNEUF
 NU0177'ROAD WITH A NORTH-SOUTH FARM FENCE.
 NU0177'
 NU0177'TO REACH THE STATION FROM THE BANNOCK COUNTY COURTHOUSE IN
 NU0177'POCATELLO, DRIVE SOUTHEAST ON U.S. HIGHWAYS 91 AND 30N FOR 6.1
 NU0177'MILES TO ITS INTERSECTION WITH FORT HALL MINE ROAD ON THE RIGHT
 NU0177'AND BENCH MARK L 98 ABOUT 150 YARDS TO THE SOUTHWEST.  TURN
 NU0177'RIGHT ON FORT HALL MINE ROAD AND DRIVE SOUTH FOR 0.5 MILE
 NU0177'TO ITS INTERSECTION WITH PORTNEUF ROAD.  TURN RIGHT FOR 0.05
 NU0177'MILE TO THE INTERSECTION OF TWO FENCES, A WIRE GATE AND THE
 NU0177'STATION ON THE RIGHT.
 NU0177'
 NU0177'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD C AND GS
 NU0177'TRAVERSE DISKS, STAMPED IDA 15 - 84 1960.  THE SURFACE-STATION
 NU0177'MARK IS SET IN THE CENTER OF THE TOP OF A CYLINDRICAL CONCRETE
 NU0177'POST WHICH IS 12 INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE
 NU0177'THE SURFACE OF THE GROUND.  IT IS 31.0 FEET NORTH OF THE CENTER
 NU0177'OF PORTNEUF ROAD, 5.0 FEET NORTH-NORTHEAST OF A METAL WITNESS
 NU0177'POST WITH SIGN AND 6.0 FEET NORTHWEST OF THE LARGE FENCE POST
 NU0177'AT THE INTERSECTION OF THE TWO FENCES.
 NU0177'
 NU0177'REFERENCE MARKS 1 AND 2 ARE STANDARD C AND GS REFERENCE MARK
 NU0177'DISKS, STAMPED IDA 15-84 NO 1 1960 AND IDA 15 - 84 NO 2 1960.
 NU0177'THEY ARE SET IN THE CENTER OF THE TOPS OF CYLINDRICAL CONCRETE
 NU0177'POSTS WHICH ARE 12 INCHES IN DIAMETER AND PROJECT 6 INCHES
 NU0177'ABOVE THE SURFACE OF THE GROUND.  REFERENCE MARK 1 IS 18
 NU0177'INCHES WEST OF THE NORTH-SOUTH FENCE AND REFERENCE MARK 2 IS 18
 NU0177'INCHES NORTH OF THE EAST-WEST FENCE.
 NU0177'
 NU0177'THE INDIAN ALLOTMENT MARK, STAMPED 1912, IS A BRASS DISK RIVETED
 NU0177'TO THE TOP OF AN IRON PIPE WHICH IS 1-1/2 INCHES IN DIAMETER
 NU0177'AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 NU0177'SITUATED IN THE EAST-WEST FENCE.
 NU0177'
 NU0177'THE AZIMUTH MARK IS A STANDARD C AND GS BENCH MARK, STAMPED
 NU0177'L 98 1960, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS ABOUT
 NU0177'450 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAYS 91 AND 30N,
 NU0177'85 FEET NORTHWEST OF THE TOP OF A VERTICAL CLIFF, 78 FEET SOUTH
 NU0177'OF THE HIGHWAY RIGHT-OF-WAY FENCE AND 7 FEET EAST OF A METAL
 NU0177'WITNESS POST WITH SIGN.
 NU0177
 NU0177                          STATION RECOVERY (1960)
 NU0177
 NU0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0177'6.6 MI SE FROM POCATELLO.
 NU0177'FROM THE BANNOCK COUNTY COURTHOUSE IN POCATELLO, SOUTHEASTWARD ALONG
 NU0177'U.S. HIGHWAY 91 AND 30N FOR 6.1 MILES TO ITS INTERSECTION WITH THE
 NU0177'FORT HALL MINE ROAD, RIGHT AND SOUTH ON THE FORT HALL MINE ROAD 0.5
 NU0177'MILE TO ITS INTERSECTION WITH THE PORTNEUF ROAD, THENCE RIGHT, WEST
 NU0177'ABOUT 100 YARDS TO THE INTERSECTION OF TWO FENCES AND A WIRE GATE,
 NU0177'31.0 FEET NORTH FROM THE CENTER OF PORTNEUF ROAD, 6 FEET NORTHWEST OF
 NU0177'THE LARGE FENCE POST AT THE INTERSECTION OF THE FENCES, 5 FEET NORTH
 NU0177'NORTHEAST FROM A METAL WITNESS POST WITH SIGN, SET IN THE TOP OF A
 NU0177'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND
 NU0177'SURFACE.
 NU0177
 NU0177                          STATION RECOVERY (2003)
 NU0177
 NU0177'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0177'THE 1960 DESCRITION IS ACCURATE EXCEPT THE ROAD DESIGNATED AS U.S. 30N
 NU0177'AND U.S. 91 IS NOW A COUNTY ROAD AND STILL IN THE SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0179 ***********************************************************************
 NU0179  DESIGNATION -  IDA 15 84 RM 1
 NU0179  PID         -  NU0179
 NU0179  STATE/COUNTY-  ID/BANNOCK
 NU0179  USGS QUAD   -  INKOM (1971)
 NU0179
 NU0179                         *CURRENT SURVEY CONTROL
 NU0179  ___________________________________________________________________
 NU0179* NAD 83(1986)-  42 47 38.     (N)    112 21 55.     (W)     SCALED    
 NU0179* NAVD 88     -      1377.709  (meters)    4520.03   (feet)  ADJUSTED  
 NU0179  ___________________________________________________________________
 NU0179  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NU0179  DYNAMIC HT  -        1376.911 (meters)    4517.42  (feet)  COMP
 NU0179  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 NU0179
 NU0179  VERT ORDER  -  SECOND    CLASS 0
 NU0179
 NU0179.The horizontal coordinates were scaled from a topographic map and have
 NU0179.an estimated accuracy of +/- 6 seconds.
 NU0179
 NU0179.The orthometric height was determined by differential leveling
 NU0179.and adjusted by the National Geodetic Survey in June 1991..
 NU0179
 NU0179.The geoid height was determined by GEOID03.
 NU0179
 NU0179.The dynamic height is computed by dividing the NAVD 88
 NU0179.geopotential number by the normal gravity value computed on the
 NU0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0179.degrees latitude (g = 980.6199 gals.).
 NU0179
 NU0179.The modeled gravity was interpolated from observed gravity values.
 NU0179
 NU0179;                    North         East    Units  Estimated Accuracy
 NU0179;SPC ID E     -   125,220.      183,750.      MT  (+/- 180 meters Scaled)
 NU0179
 NU0179                          SUPERSEDED SURVEY CONTROL
 NU0179
 NU0179  NGVD 29 (??/??/92) 1376.661  (m)         4516.60   (f) ADJ UNCH    2 0
 NU0179
 NU0179.Superseded values are not recommended for survey control.
 NU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0179.See file dsdata.txt to determine how the superseded data were derived.
 NU0179
 NU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN883388(NAD 83)
 NU0179_MARKER: DR = REFERENCE MARK DISK
 NU0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0179_STAMPING: IDA 15-84 NO 1 1960
 NU0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0179+STABILITY: SURFACE MOTION
 NU0179
 NU0179  HISTORY     - Date     Condition        Report By
 NU0179  HISTORY     - 1960     MONUMENTED       CGS
 NU0179
 NU0179                          STATION DESCRIPTION
 NU0179
 NU0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0179'6.6 MI SE FROM POCATELLO.
 NU0179'FROM THE COURTHOUSE IN POCATELLO, SOUTHEAST WARD ALONG US HIGHWAY 91
 NU0179'AND 30N FOR 6.1 MILES TO INTERSECTION WITH FORT HALL MINE ROAD, RIGHT
 NU0179'AND SOUTH ALONG THIS ROAD FOR 0.5 MILES TO INTERSECTION WITH PORTNEUF
 NU0179'ROAD, AND WEST 100 YARDS ALONG PORTNEUF ROAD, NORTH FROM THE CENTER
 NU0179'LINE OF THE ROAD, 18 INCHES WEST FROM A NORTH-SOUTH FENCE, 48.9 FEET
 NU0179'NORTH NORTHEAST FROM THE TRIANGULATION STATION MARK IDA 15-84, SET IN
 NU0179'THE TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0178 ***********************************************************************
 NU0178  DESIGNATION -  IDA 15 84 RM 2
 NU0178  PID         -  NU0178
 NU0178  STATE/COUNTY-  ID/BANNOCK
 NU0178  USGS QUAD   -  INKOM (1971)
 NU0178
 NU0178                         *CURRENT SURVEY CONTROL
 NU0178  ___________________________________________________________________
 NU0178* NAD 83(1986)-  42 47 38.     (N)    112 21 55.     (W)     SCALED    
 NU0178* NAVD 88     -      1378.283  (meters)    4521.92   (feet)  ADJUSTED  
 NU0178  ___________________________________________________________________
 NU0178  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NU0178  DYNAMIC HT  -        1377.484 (meters)    4519.30  (feet)  COMP
 NU0178  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 NU0178
 NU0178  VERT ORDER  -  SECOND    CLASS 0
 NU0178
 NU0178.The horizontal coordinates were scaled from a topographic map and have
 NU0178.an estimated accuracy of +/- 6 seconds.
 NU0178
 NU0178.The orthometric height was determined by differential leveling
 NU0178.and adjusted by the National Geodetic Survey in June 1991..
 NU0178
 NU0178.The geoid height was determined by GEOID03.
 NU0178
 NU0178.The dynamic height is computed by dividing the NAVD 88
 NU0178.geopotential number by the normal gravity value computed on the
 NU0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0178.degrees latitude (g = 980.6199 gals.).
 NU0178
 NU0178.The modeled gravity was interpolated from observed gravity values.
 NU0178
 NU0178;                    North         East    Units  Estimated Accuracy
 NU0178;SPC ID E     -   125,220.      183,750.      MT  (+/- 180 meters Scaled)
 NU0178
 NU0178                          SUPERSEDED SURVEY CONTROL
 NU0178
 NU0178  NGVD 29 (??/??/92) 1377.235  (m)         4518.48   (f) ADJ UNCH    2 0
 NU0178
 NU0178.Superseded values are not recommended for survey control.
 NU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0178.See file dsdata.txt to determine how the superseded data were derived.
 NU0178
 NU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN883388(NAD 83)
 NU0178_MARKER: DR = REFERENCE MARK DISK
 NU0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0178_STAMPING: IDA 15-84 NO 2 1960
 NU0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0178+STABILITY: SURFACE MOTION
 NU0178
 NU0178  HISTORY     - Date     Condition        Report By
 NU0178  HISTORY     - 1960     MONUMENTED       CGS
 NU0178
 NU0178                          STATION DESCRIPTION
 NU0178
 NU0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0178'6.6 MI SE FROM POCATELLO.
 NU0178'FROM THE COURTHOUSE IN POCATELLO, SOUTHEAST ALONG U.S. HIGHWAY 91 AND
 NU0178'30N FOR 6.1 MILES TO ITS INTERSECTION WITH THE FORT HALL MINE ROAD,
 NU0178'RIGHT AND SOUTH ALONG THIS ROAD TO ITS INTERSECTION WITH THE PORTNEUF
 NU0178'ROAD, WEST ABOUT 100 YARDS ALONG PORTNEUF ROAD AND 18 INCHES NORTH
 NU0178'FROM THE EAST-WEST FENCE, 49.9 FEET WEST SOUTHWEST FROM THE
 NU0178'TRIANGULATION STATION IDA 15-84, SET IN A CYLINDRICAL CONCRETE POST
 NU0178'PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0171 ***********************************************************************
 NU0171  CBN         -  This is a Cooperative Base Network Control Station.
 NU0171  DESIGNATION -  IDA 15 85
 NU0171  PID         -  NU0171
 NU0171  STATE/COUNTY-  ID/BANNOCK
 NU0171  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0171
 NU0171                         *CURRENT SURVEY CONTROL
 NU0171  ___________________________________________________________________
 NU0171* NAD 83(1999)-  42 49 34.71790(N)    112 24 05.18274(W)     ADJUSTED  
 NU0171* NAVD 88     -      1386.338  (meters)    4548.34   (feet)  ADJUSTED  
 NU0171  ___________________________________________________________________
 NU0171  X           -  -1,785,842.304 (meters)                     COMP
 NU0171  Y           -  -4,332,469.212 (meters)                     COMP
 NU0171  Z           -   4,314,303.958 (meters)                     COMP
 NU0171  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 NU0171  ELLIP HEIGHT-        1373.75  (meters)          (09/01/00) GPS OBS
 NU0171  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 NU0171  DYNAMIC HT  -        1385.537 (meters)    4545.72  (feet)  COMP
 NU0171  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 NU0171
 NU0171  HORZ ORDER  -  A
 NU0171  VERT ORDER  -  SECOND    CLASS 0
 NU0171  ELLP ORDER  -  THIRD     CLASS I
 NU0171
 NU0171.The horizontal coordinates were established by GPS observations
 NU0171.and adjusted by the National Geodetic Survey in September 2000..
 NU0171.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NU0171.DATUM ITEM on the data sheet items page.
 NU0171
 NU0171.The orthometric height was determined by differential leveling
 NU0171.and adjusted by the National Geodetic Survey in June 1991..
 NU0171
 NU0171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NU0171
 NU0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0171
 NU0171.The ellipsoidal height was determined by GPS observations
 NU0171.and is referenced to NAD 83.
 NU0171
 NU0171.The geoid height was determined by GEOID03.
 NU0171
 NU0171.The dynamic height is computed by dividing the NAVD 88
 NU0171.geopotential number by the normal gravity value computed on the
 NU0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0171.degrees latitude (g = 980.6199 gals.).
 NU0171
 NU0171.The modeled gravity was interpolated from observed gravity values.
 NU0171
 NU0171;                    North         East     Units Scale Factor Converg.
 NU0171;SPC ID E     -   128,830.965   180,803.556   MT  0.99995190   -0 09 34.5
 NU0171;UTM  12      - 4,742,479.601   385,448.854   MT  0.99976143   -0 57 10.0
 NU0171
 NU0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0171!SPC ID E     -   0.99978461  x   0.99995190  =   0.99973652
 NU0171!UTM  12      -   0.99978461  x   0.99976143  =   0.99954609
 NU0171
 NU0171|---------------------------------------------------------------------|
 NU0171| PID    Reference Object                     Distance      Geod. Az  |
 NU0171|                                                           dddmmss.s |
 NU0171| NU0170 IDA 15 85 RM 1                       17.826 METERS 14051     |
 NU0171| NU0169 IDA 15 85 RM 2                       22.098 METERS 23620     |
 NU0171| NU0167 H 98                                               3321726.7 |
 NU0171|---------------------------------------------------------------------|
 NU0171
 NU0171                          SUPERSEDED SURVEY CONTROL
 NU0171
 NU0171  NAD 83(1992)-  42 49 34.71793(N)    112 24 05.18048(W) AD(       ) 2
 NU0171  NAD 83(1986)-  42 49 34.71165(N)    112 24 05.16381(W) AD(       ) 2
 NU0171  NAD 27      -  42 49 35.02050(N)    112 24 02.25350(W) AD(       ) 2
 NU0171  NAVD 88 (09/01/00) 1386.34   (m)         4548.4    (f) LEVELING    3  
 NU0171  NGVD 29 (??/??/92) 1385.276  (m)         4544.86   (f) ADJ UNCH    2 0
 NU0171
 NU0171.Superseded values are not recommended for survey control.
 NU0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0171.See file dsdata.txt to determine how the superseded data were derived.
 NU0171
 NU0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8544942480(NAD 83)
 NU0171_MARKER: DS = TRIANGULATION STATION DISK
 NU0171_SETTING: 66 = SET IN ROCK OUTCROP
 NU0171_SP_SET: BEDROCK
 NU0171_STAMPING: IDA 15 85 1960
 NU0171_MARK LOGO: CGS   
 NU0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0171+STABILITY: POSITION/ELEVATION WELL
 NU0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0171+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004
 NU0171
 NU0171  HISTORY     - Date     Condition        Report By
 NU0171  HISTORY     - 1960     MONUMENTED       CGS
 NU0171  HISTORY     - 1960     GOOD             CGS
 NU0171  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0171  HISTORY     - 19990610 GOOD             IDTD
 NU0171  HISTORY     - 20030502 GOOD             IDTD
 NU0171  HISTORY     - 20041121 GOOD             DJC
 NU0171
 NU0171                          STATION DESCRIPTION
 NU0171
 NU0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0171'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF THE CENTER OF
 NU0171'POCATELLO, ON THE LAVA BENCH LYING BETWEEN THE PORTNEUF RIVER
 NU0171'AND U.S. HIGHWAYS 30N, 91 AND 191.  IT IS ABOUT 1/4 MILE SOUTH
 NU0171'OF THE SUNSET DRIVE-IN THEATRE.
 NU0171'
 NU0171'TO REACH THE STATION FROM THE BANNOCK COUNTY COURTHOUSE IN
 NU0171'POCATELLO, DRIVE SOUTH ON U.S. HIGHWAYS 30N, 91 AND 191 FOR 2.7
 NU0171'MILES TO REMERS GARAGE AND CAFE ON THE LEFT AND BENCH MARK H 98
 NU0171'ON THE TOP OF THE LAVA BENCH ON THE RIGHT.  CONTINUE SOUTHEASTERLY
 NU0171'ON THE HIGHWAY FOR 0.7 MILE TO THE SUNSET DRIVE-IN THEATRE
 NU0171'ON THE LEFT AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND
 NU0171'DRIVE SOUTHERLY ON THE WINDING TRACK ROAD FOR 0.35 MILE TO A
 NU0171'POINT WHERE THE ROAD SWINGS SHARPLY IN A WESTERLY DIRECTION
 NU0171'AND THE STATION ON THE RIGHT.
 NU0171'
 NU0171'THE STATION MARK, STAMPED IDA 15 - 85 1960, IS A STANDARD
 NU0171'TRIANGULATION DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 NU0171'IS ABOUT 7 FEET IN WIDTH BY 15 FEET IN LENGTH AND PROJECTS
 NU0171'ABOUT 10 INCHES ABOVE THE SURROUNDING GROUND SURFACE.  IT IS
 NU0171'62.5 FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD AND 12.8
 NU0171'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 NU0171'
 NU0171'REFERENCE MARK 1, STAMPED IDA 15 - 85 NO 1 1960, IS A STANDARD
 NU0171'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHWEST
 NU0171'END OF A SHEET OF BEDROCK WHICH PROJECTS ABOUT 10 INCHES ABOVE
 NU0171'THE SURROUNDING GROUND SURFACE.  IT IS 32 FEET NORTHWEST OF
 NU0171'THE CENTER OF THE TRACK ROAD.
 NU0171'
 NU0171'REFERENCE MARK 2, STAMPED IDA 15 - 85 NO 2 1960, IS A STANDARD
 NU0171'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHEAST END
 NU0171'OF A LARGE SHEET OF BEDROCK WHICH PROJECTS ABOUT 2-1/2 FEET
 NU0171'HIGHER IN ELEVATION THAN THE TRACK ROAD.  IT IS 12.5 FEET
 NU0171'SOUTHWEST OF THE CENTER OF THE TRACK ROAD.
 NU0171'
 NU0171'BENCH MARK H 98 WAS USED FOR THE AZIMUTH MARK.  IT IS A STANDARD
 NU0171'DISK, STAMPED H 98 1960, CEMENTED IN A DRILL HOLE IN BEDROCK
 NU0171'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU0171'THE MARK IS 145 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 NU0171'LAVA BENCH AND 9.7 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 NU0171
 NU0171                          STATION RECOVERY (1960)
 NU0171
 NU0171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0171'3.7 MI S FROM POCATELLO.
 NU0171'FROM THE COURTHOUSE IN POCATELLO 3.4 MILES SOUTH ALONG U.S. HIGHWAY 91
 NU0171'TO SUNSET DRIVE-IN THEATRE, AND THENCE RIGHT ON TRACK ROAD SOUTH FOR
 NU0171'0.3 MILE TO MARK SET IN BEDROCK OF OUTCROP MEASURING 7 BY 15 FEET AND
 NU0171'PROJECTING 10 INCHES ABOVE THE SURFACE, 62.5 FEET NORTHEAST FROM THE
 NU0171'CENTER OF THE TRACK ROAD, 12.8 FEET SOUTHWEST FROM A METAL WITNESS
 NU0171'POST WITH SIGN.
 NU0171
 NU0171                          STATION RECOVERY (1971)
 NU0171
 NU0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JRM)
 NU0171'THIS MARK ALONG WITH THE TWO R.M.S MAY STILL BE HERE BUT DO TO
 NU0171'RECENT CULTURAL CHANGES THE DESCRIPTIONS ARE NOT ADEQUATE.
 NU0171
 NU0171                          STATION RECOVERY (1999)
 NU0171
 NU0171'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (RE)
 NU0171'MARK IS LOCATED IN SOUTHEAST POCATELLO, ALONG INTERSTATE 15 AND
 NU0171'DIRECTLY WEST ACROSS THE HIGHWAY FROM THE IDAHO TRANSPORTATION
 NU0171'DEPARTMENT DISTRICT 5 OFFICE.  REACHED FROM THE INTERSECTION OF 4TH
 NU0171'AVENUE AND BENTON STREET IN POCATELLO, GO SOUTHEAST ON 4TH AVENUE
 NU0171'(INTERSTATE BUSINESS LOOP) FOR 3.1 KM (1.90 MI) TO THE SOUTHBOUND ON
 NU0171'RAMP OF THE 5TH AVENUE INTERCHANGE TO INTERSTATE 15.  TAKE THE
 NU0171'SOUTHBOUND ON RAMP AND GO SOUTHEASTERLY ON INTERSTATE 15 FOR 1.2 KM
 NU0171'(0.75 MI) TO MILEPOST 65.77 AND STATION ON THE RIGHT.  MARK IS A
 NU0171'TRIANGULATION DISK CEMENTED INTO A DRILL HOLE IN A SOLID LAVA ROCK
 NU0171'BENCH.  LOCATED 18.8 M (61.7 FT) SOUTHWEST OF THE INTERSTATE
 NU0171'RIGHT-OF-WAY FENCE, 17.8 M (58.4 FT) NORTHWEST OF REFERENCE MARK 1,
 NU0171'22.1 M (72.5 FT) EAST OF REFERENCE MARK 2 AND 1.8 M (5.9 FT) NORTHEAST
 NU0171'FROM A FIBERGLASS WITNESS POST.
 NU0171
 NU0171                          STATION RECOVERY (2003)
 NU0171
 NU0171'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (RRE)
 NU0171'THE STATION AND BOTH REFERENCE MARKS ARE IN PLACE ON PRIVATE PROPERTY
 NU0171'WEST OF THE INTERSTATE 15 RIGHT-OF-WAY FENCE.
 NU0171
 NU0171                          STATION RECOVERY (2004)
 NU0171
 NU0171'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 NU0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0170 ***********************************************************************
 NU0170  DESIGNATION -  IDA 15 85 RM 1
 NU0170  PID         -  NU0170
 NU0170  STATE/COUNTY-  ID/BANNOCK
 NU0170  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0170
 NU0170                         *CURRENT SURVEY CONTROL
 NU0170  ___________________________________________________________________
 NU0170* NAD 83(1986)-  42 49 35.     (N)    112 24 04.     (W)     SCALED    
 NU0170* NAVD 88     -      1386.221  (meters)    4547.96   (feet)  ADJUSTED  
 NU0170  ___________________________________________________________________
 NU0170  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 NU0170  DYNAMIC HT  -        1385.420 (meters)    4545.33  (feet)  COMP
 NU0170  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 NU0170
 NU0170  VERT ORDER  -  SECOND    CLASS 0
 NU0170
 NU0170.The horizontal coordinates were scaled from a topographic map and have
 NU0170.an estimated accuracy of +/- 6 seconds.
 NU0170
 NU0170.The orthometric height was determined by differential leveling
 NU0170.and adjusted by the National Geodetic Survey in June 1991..
 NU0170
 NU0170.The geoid height was determined by GEOID03.
 NU0170
 NU0170.The dynamic height is computed by dividing the NAVD 88
 NU0170.geopotential number by the normal gravity value computed on the
 NU0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0170.degrees latitude (g = 980.6199 gals.).
 NU0170
 NU0170.The modeled gravity was interpolated from observed gravity values.
 NU0170
 NU0170;                    North         East    Units  Estimated Accuracy
 NU0170;SPC ID E     -   128,840.      180,830.      MT  (+/- 180 meters Scaled)
 NU0170
 NU0170                          SUPERSEDED SURVEY CONTROL
 NU0170
 NU0170  NGVD 29 (??/??/92) 1385.159  (m)         4544.48   (f) ADJ UNCH    2 0
 NU0170
 NU0170.Superseded values are not recommended for survey control.
 NU0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0170.See file dsdata.txt to determine how the superseded data were derived.
 NU0170
 NU0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN854424(NAD 83)
 NU0170_MARKER: DR = REFERENCE MARK DISK
 NU0170_SETTING: 66 = SET IN ROCK OUTCROP
 NU0170_SP_SET: BEDROCK
 NU0170_STAMPING: IDA 15-85 NO 1 1960
 NU0170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0170+STABILITY: POSITION/ELEVATION WELL
 NU0170
 NU0170  HISTORY     - Date     Condition        Report By
 NU0170  HISTORY     - 1960     MONUMENTED       CGS
 NU0170
 NU0170                          STATION DESCRIPTION
 NU0170
 NU0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0170'3.7 MI S FROM POCATELLO.
 NU0170'FROM THE COURTHOUSE IN POCATELLO 3.4 MILES SOUTH ALONG U.S. HIGHWAY 91
 NU0170'TO THE SUNSET DRIVE-IN THEATRE, AND THENCE RIGHT ON TRACK ROAD SOUTH
 NU0170'FOR 0.3 MILE AND IN THE TOP OF THE NORTHWEST END OF A SHEET OF BEDROCK
 NU0170'WHICH PROJECTS 10 INCHES, 58.5 FEET SOUTHEAST FROM THE TRIANGULATION
 NU0170'STATION IDA 15-85, CEMENTED IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0169 ***********************************************************************
 NU0169  DESIGNATION -  IDA 15 85 RM 2
 NU0169  PID         -  NU0169
 NU0169  STATE/COUNTY-  ID/BANNOCK
 NU0169  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0169
 NU0169                         *CURRENT SURVEY CONTROL
 NU0169  ___________________________________________________________________
 NU0169* NAD 83(1986)-  42 49 35.     (N)    112 24 05.     (W)     SCALED    
 NU0169* NAVD 88     -      1385.723  (meters)    4546.33   (feet)  ADJUSTED  
 NU0169  ___________________________________________________________________
 NU0169  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 NU0169  DYNAMIC HT  -        1384.921 (meters)    4543.69  (feet)  COMP
 NU0169  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 NU0169
 NU0169  VERT ORDER  -  SECOND    CLASS 0
 NU0169
 NU0169.The horizontal coordinates were scaled from a topographic map and have
 NU0169.an estimated accuracy of +/- 6 seconds.
 NU0169
 NU0169.The orthometric height was determined by differential leveling
 NU0169.and adjusted by the National Geodetic Survey in June 1991..
 NU0169
 NU0169.The geoid height was determined by GEOID03.
 NU0169
 NU0169.The dynamic height is computed by dividing the NAVD 88
 NU0169.geopotential number by the normal gravity value computed on the
 NU0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0169.degrees latitude (g = 980.6199 gals.).
 NU0169
 NU0169.The modeled gravity was interpolated from observed gravity values.
 NU0169
 NU0169;                    North         East    Units  Estimated Accuracy
 NU0169;SPC ID E     -   128,840.      180,810.      MT  (+/- 180 meters Scaled)
 NU0169
 NU0169                          SUPERSEDED SURVEY CONTROL
 NU0169
 NU0169  NGVD 29 (??/??/92) 1384.660  (m)         4542.84   (f) ADJ UNCH    2 0
 NU0169
 NU0169.Superseded values are not recommended for survey control.
 NU0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0169.See file dsdata.txt to determine how the superseded data were derived.
 NU0169
 NU0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN854424(NAD 83)
 NU0169_MARKER: DR = REFERENCE MARK DISK
 NU0169_SETTING: 66 = SET IN ROCK OUTCROP
 NU0169_SP_SET: BEDROCK
 NU0169_STAMPING: IDA 15-85 NO 2 1960
 NU0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0169+STABILITY: POSITION/ELEVATION WELL
 NU0169
 NU0169  HISTORY     - Date     Condition        Report By
 NU0169  HISTORY     - 1960     MONUMENTED       CGS
 NU0169
 NU0169                          STATION DESCRIPTION
 NU0169
 NU0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0169'3.7 MI S FROM POCATELLO.
 NU0169'FROM THE COURTHOUSE IN POCATELLO 3.4 MILES SOUTH ALONG U.S. HIGHWAY 91
 NU0169'TO THE SUNSET DRIVE-IN THEATRE, AND THENCE RIGHT ON A TRACK ROAD SOUTH
 NU0169'FOR 0.3 MILE TO MARK CEMENTED IN A DRILL HOLE IN THE TOP OF A SHEET
 NU0169'OUTCROPPING BEDROCK PROJECTING 2 1/2 FEET ABOVE THE ELEVATION OF THE
 NU0169'TRACK ROAD AND 12.5 FEET SOUTHWEST FROM THE CENTER OF THE ROAD, 17.7
 NU0169'FEET WEST FROM THE TRIANGULATION STATION MARK IDA 15-85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0100 ***********************************************************************
 NU0100  DESIGNATION -  IDA 15 86
 NU0100  PID         -  NU0100
 NU0100  STATE/COUNTY-  ID/BANNOCK
 NU0100  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0100
 NU0100                         *CURRENT SURVEY CONTROL
 NU0100  ___________________________________________________________________
 NU0100* NAD 83(1992)-  42 55 00.43200(N)    112 26 10.67467(W)     ADJUSTED  
 NU0100* NAVD 88     -      1420.740  (meters)    4661.21   (feet)  ADJUSTED  
 NU0100  ___________________________________________________________________
 NU0100  LAPLACE CORR-           8.61  (seconds)                    DEFLEC99
 NU0100  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 NU0100  DYNAMIC HT  -        1419.923 (meters)    4658.53  (feet)  COMP
 NU0100  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 NU0100
 NU0100  HORZ ORDER  -  SECOND
 NU0100  VERT ORDER  -  SECOND    CLASS 0
 NU0100
 NU0100.The horizontal coordinates were established by classical geodetic methods
 NU0100.and adjusted by the National Geodetic Survey in July 1992..
 NU0100
 NU0100.The orthometric height was determined by differential leveling
 NU0100.and adjusted by the National Geodetic Survey in June 1991..
 NU0100
 NU0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0100
 NU0100.The geoid height was determined by GEOID03.
 NU0100
 NU0100.The dynamic height is computed by dividing the NAVD 88
 NU0100.geopotential number by the normal gravity value computed on the
 NU0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0100.degrees latitude (g = 980.6199 gals.).
 NU0100
 NU0100.The modeled gravity was interpolated from observed gravity values.
 NU0100
 NU0100;                    North         East     Units Scale Factor Converg.
 NU0100;SPC ID E     -   138,889.989   177,985.464   MT  0.99995333   -0 11 01.0
 NU0100;UTM  12      - 4,752,574.811   382,770.902   MT  0.99976907   -0 58 41.3
 NU0100
 NU0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0100!SPC ID E     -   0.99977923  x   0.99995333  =   0.99973257
 NU0100!UTM  12      -   0.99977923  x   0.99976907  =   0.99954835
 NU0100
 NU0100|---------------------------------------------------------------------|
 NU0100| PID    Reference Object                     Distance      Geod. Az  |
 NU0100|                                                           dddmmss.s |
 NU0100| NU0101 IDA 15 86 RM 1                       15.685 METERS 09902     |
 NU0100| NU0098 IDA 15 86 AZ MK                                    1815056.5 |
 NU0100| NU0099 IDA 15 86 RM 2                       15.914 METERS 19600     |
 NU0100| NU1557 POCATELLO ORDNANCE DEPOT TANK       APPROX. 2.6 KM 2351659.9 |
 NU0100|---------------------------------------------------------------------|
 NU0100
 NU0100                          SUPERSEDED SURVEY CONTROL
 NU0100
 NU0100  NAD 83(1986)-  42 55 00.42564(N)    112 26 10.65839(W) AD(       ) 2
 NU0100  NAD 27      -  42 55 00.73370(N)    112 26 07.73760(W) AD(       ) 2
 NU0100  NGVD 29 (??/??/92) 1419.686  (m)         4657.75   (f) ADJ UNCH    2 0
 NU0100
 NU0100.Superseded values are not recommended for survey control.
 NU0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0100.See file dsdata.txt to determine how the superseded data were derived.
 NU0100
 NU0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8277152575(NAD 83)
 NU0100_MARKER: DE = TRAVERSE STATION DISK
 NU0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0100_STAMPING: IDA 15-86 1960
 NU0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0100+STABILITY: SURFACE MOTION
 NU0100
 NU0100  HISTORY     - Date     Condition        Report By
 NU0100  HISTORY     - 1960     MONUMENTED       CGS
 NU0100  HISTORY     - 1960     GOOD             CGS
 NU0100  HISTORY     - 1965     GOOD             CGS
 NU0100  HISTORY     - 1972     POOR             NGS
 NU0100
 NU0100                          STATION DESCRIPTION
 NU0100
 NU0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0100'THE STATION IS AT THE NORTHWEST CORNER OF THE BANNOCK COUNTY
 NU0100'FAIRGROUNDS, 1.45 MILES EAST AND 0.15 MILES SOUTH OF THE
 NU0100'INTERSECTION OF U.S. HIGHWAYS 91, 191 AND CHUBBUCK ROAD AND
 NU0100'0.3 MILE SOUTHEAST OF THE INTERSECTION OF CHUBBUCK ROAD AND
 NU0100'INTERSTATE 15.
 NU0100'
 NU0100'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-86 1960,
 NU0100'IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST
 NU0100'PROJECTING 4 INCHES AND IS 52 FEET NORTHEAST OF A STEEL MESH
 NU0100'FENCE CORNER WEST OF A STEEL GATE, 36 FEET EAST OF THE EAST
 NU0100'EDGE OF THE COUNTY ROAD AND 34 FEET WEST OF THE STEEL MESH
 NU0100'FENCE CORNER NORTH OF THE GATE.  THE STEEL MESH FENCE SURROUNDS
 NU0100'PROPERTY OF THE IDAHO NATIONAL GUARD.
 NU0100'
 NU0100'REFERENCE MARK 1, STAMPED IDA 15-86 NO 1 1960, IS A STANDARD
 NU0100'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 NU0100'IS 72 FEET WEST OF THE NORTHEAST CORNER OF THE STEEL MESH
 NU0100'FENCE AND 2 FEET NORTH OF THE SAME.
 NU0100'
 NU0100'REFERENCE MARK 2, STAMPED IDA 15-86 NO 2 1960, IS A STANDARD
 NU0100'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 NU0100'IS 2 FEET WEST OF THE CORNER OF THE FENCE WEST OF THE STEEL
 NU0100'GATE.
 NU0100'
 NU0100'THE AZIMUTH MARK, STAMPED IDA 15-86 1960, IS A STANDARD DISK
 NU0100'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING AREA,
 NU0100'0.5 MILE SOUTH OF THE STATION, 3 FEET NORTHEAST OF A CORNER
 NU0100'POST AND 2 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 NU0100'
 NU0100'A 2-WHEEL DRIVE STATION.
 NU0100
 NU0100                          STATION RECOVERY (1960)
 NU0100
 NU0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0100'1.6 MI E FROM CHUUBBUCK.
 NU0100'1.45 MILES EAST ON CHUBBUCK ROAD FROM THE POST OFFICE AT CHUBBUCK TO A
 NU0100'DIRT ROAD, THENCE 0.15 MILE SOUTH TO THE NORTHWEST CORNER OF THE
 NU0100'BANNOCK COUNTY FAIRGROUNDS, 52.15 FEET NORTH OF R.M. 2, 51.80 FEET
 NU0100'WEST OF R.M. 1, 52 FEET NORTHEAST OF A FENCE CORNER, 36 FEET EAST OF A
 NU0100'DIRT ROAD, SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 NU0100
 NU0100                          STATION RECOVERY (1965)
 NU0100
 NU0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 NU0100'THE STATION MARK, STAMPED IDA 15-86 1960 WAS RECOVERED AS
 NU0100'DESCRIBED.  THE REFERENCE MARKS, STAMPED IDA 15-86 1960
 NU0100'NO 1 AND NO 2, RESPECTIVELY, WERE RECOVERED AS DESCRIBED.
 NU0100'THE AZIMUTH MARK, STAMPED IDA 15-86 1960, WAS RECOVERED AS
 NU0100'DESCRIBED.  A METAL WITNESS POST WAS PLACED 1 FOOT SOUTH OF
 NU0100'THE AZIMUTH MARK.
 NU0100'
 NU0100'THE ANGLE TO THE AZIMUTH MARK WAS NOT MEASURED.
 NU0100
 NU0100                          STATION RECOVERY (1972)
 NU0100
 NU0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NU0100'THE REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 NU0100'CONDITION AS DESCRIBED.  THE STATION MARK HAS BEEN BUMPED
 NU0100'AND IS OUT OF PLUMB, ITS VALUE SHOULD BE USED WITH CAUTION.
 NU0100'A DIFFERENCE WAS FOUND IN THE HORIZONTAL DISTANCE TO REFERENCE
 NU0100'MARK NO. 1.  A DIFFERENCE WAS FOUND IN THE ANGLE TO THE
 NU0100'REFERENCE MARKS.  AN ALTERNATE TO REACH FOLLOWS.
 NU0100'
 NU0100'TO REACH THE STATION FROM THE CHUBBUCK POST OFFICE GO SOUTH
 NU0100'ON U.S. HIGHWAY 191 FOR 0.2 MILE TO CHUBBUCK ROAD, AT THE
 NU0100'CAUTION LIGHT, TURN LEFT, AND GO EAST ON CHUBBUCK ROAD FOR 1.5
 NU0100'MILES TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO SOUTH ON THE
 NU0100'MACADAM ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 NU0100'
 NU0100'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 NU0100'MACADAM ROAD FOR 0.2 MILE TO WHERE THE MACADAM ROAD GOES
 NU0100'EAST, AND A TRACK ROAD STRAIGHT AHEAD, CONTINUE SOUTH ON
 NU0100'THE TRACK ROAD, ON THE EAST SIDE OF THE NORTH-SOUTH FENCE
 NU0100'FOR 0.3 MILE TO THE AZIMUTH MARK AT THE T FENCE CORNER.
 NU0100'
 NU0100'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 NU0100'SOUTHEAST OF CHUBBUCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0098 ***********************************************************************
 NU0098  DESIGNATION -  IDA 15 86 AZ MK
 NU0098  PID         -  NU0098
 NU0098  STATE/COUNTY-  ID/BANNOCK
 NU0098  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0098
 NU0098                         *CURRENT SURVEY CONTROL
 NU0098  ___________________________________________________________________
 NU0098* NAD 83(1986)-  42 54 34.     (N)    112 26 11.     (W)     SCALED    
 NU0098* NAVD 88     -      1416.415  (meters)    4647.02   (feet)  ADJUSTED  
 NU0098  ___________________________________________________________________
 NU0098  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 NU0098  DYNAMIC HT  -        1415.601 (meters)    4644.35  (feet)  COMP
 NU0098  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 NU0098
 NU0098  VERT ORDER  -  SECOND    CLASS 0
 NU0098
 NU0098.The horizontal coordinates were scaled from a topographic map and have
 NU0098.an estimated accuracy of +/- 6 seconds.
 NU0098
 NU0098.The orthometric height was determined by differential leveling
 NU0098.and adjusted by the National Geodetic Survey in June 1991..
 NU0098
 NU0098.The geoid height was determined by GEOID03.
 NU0098
 NU0098.The dynamic height is computed by dividing the NAVD 88
 NU0098.geopotential number by the normal gravity value computed on the
 NU0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0098.degrees latitude (g = 980.6199 gals.).
 NU0098
 NU0098.The modeled gravity was interpolated from observed gravity values.
 NU0098
 NU0098;                    North         East    Units  Estimated Accuracy
 NU0098;SPC ID E     -   138,070.      177,980.      MT  (+/- 180 meters Scaled)
 NU0098
 NU0098                          SUPERSEDED SURVEY CONTROL
 NU0098
 NU0098  NGVD 29 (??/??/92) 1415.360  (m)         4643.56   (f) ADJ UNCH    2 0
 NU0098
 NU0098.Superseded values are not recommended for survey control.
 NU0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0098.See file dsdata.txt to determine how the superseded data were derived.
 NU0098
 NU0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN827517(NAD 83)
 NU0098_MARKER: DZ = AZIMUTH MARK DISK
 NU0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0098_STAMPING: IDA 15-86 1960
 NU0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0098+STABILITY: SURFACE MOTION
 NU0098
 NU0098  HISTORY     - Date     Condition        Report By
 NU0098  HISTORY     - 1960     MONUMENTED       CGS
 NU0098
 NU0098                          STATION DESCRIPTION
 NU0098
 NU0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0098'2.1 MI S FROM CHUBBUCK.
 NU0098'1.45 MILES EAST ON CHUBBUCK ROAD FROM THE POST OFFICE AT CHUBBUCK TO A
 NU0098'DIRT ROAD, THENCE 0.65 MILE SOUTH TO A FENCE CORNER, 3 FEET NORTHEAST
 NU0098'OF THE FENCE CORNER, 2 FEET EAST OF A FENCE LINE, SET IN A SQUARE
 NU0098'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0101 ***********************************************************************
 NU0101  DESIGNATION -  IDA 15 86 RM 1
 NU0101  PID         -  NU0101
 NU0101  STATE/COUNTY-  ID/BANNOCK
 NU0101  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0101
 NU0101                         *CURRENT SURVEY CONTROL
 NU0101  ___________________________________________________________________
 NU0101* NAD 83(1986)-  42 55 00.     (N)    112 26 10.     (W)     SCALED    
 NU0101* NAVD 88     -      1420.970  (meters)    4661.97   (feet)  ADJUSTED  
 NU0101  ___________________________________________________________________
 NU0101  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 NU0101  DYNAMIC HT  -        1420.152 (meters)    4659.28  (feet)  COMP
 NU0101  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 NU0101
 NU0101  VERT ORDER  -  SECOND    CLASS 0
 NU0101
 NU0101.The horizontal coordinates were scaled from a topographic map and have
 NU0101.an estimated accuracy of +/- 6 seconds.
 NU0101
 NU0101.The orthometric height was determined by differential leveling
 NU0101.and adjusted by the National Geodetic Survey in June 1991..
 NU0101
 NU0101.The geoid height was determined by GEOID03.
 NU0101
 NU0101.The dynamic height is computed by dividing the NAVD 88
 NU0101.geopotential number by the normal gravity value computed on the
 NU0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0101.degrees latitude (g = 980.6199 gals.).
 NU0101
 NU0101.The modeled gravity was interpolated from observed gravity values.
 NU0101
 NU0101;                    North         East    Units  Estimated Accuracy
 NU0101;SPC ID E     -   138,880.      178,000.      MT  (+/- 180 meters Scaled)
 NU0101
 NU0101                          SUPERSEDED SURVEY CONTROL
 NU0101
 NU0101  NGVD 29 (??/??/92) 1419.915  (m)         4658.50   (f) ADJ UNCH    2 0
 NU0101
 NU0101.Superseded values are not recommended for survey control.
 NU0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0101.See file dsdata.txt to determine how the superseded data were derived.
 NU0101
 NU0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN827525(NAD 83)
 NU0101_MARKER: DR = REFERENCE MARK DISK
 NU0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0101_STAMPING: IDA 15-86 NO 1 1960
 NU0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0101+STABILITY: SURFACE MOTION
 NU0101
 NU0101  HISTORY     - Date     Condition        Report By
 NU0101  HISTORY     - 1960     MONUMENTED       CGS
 NU0101
 NU0101                          STATION DESCRIPTION
 NU0101
 NU0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0101'1.6 MI E FROM CHUBBUCK.
 NU0101'1.45 MILES EAST ON CHUBBUCK ROAD FROM THE POST OFFICE AT CHUBBUCK TO A
 NU0101'DIRT ROAD, THENCE 0.15 MILE SOUTH, 72 FEET WEST OF THE NORTHEAST
 NU0101'CORNER OF A FENCE, 2 FEET NORTH OF A FENCE, SET IN A SQUARE CONCRETE
 NU0101'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0099 ***********************************************************************
 NU0099  DESIGNATION -  IDA 15 86 RM 2
 NU0099  PID         -  NU0099
 NU0099  STATE/COUNTY-  ID/BANNOCK
 NU0099  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0099
 NU0099                         *CURRENT SURVEY CONTROL
 NU0099  ___________________________________________________________________
 NU0099* NAD 83(1986)-  42 55 01.     (N)    112 26 10.     (W)     SCALED    
 NU0099* NAVD 88     -      1420.096  (meters)    4659.10   (feet)  ADJUSTED  
 NU0099  ___________________________________________________________________
 NU0099  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 NU0099  DYNAMIC HT  -        1419.278 (meters)    4656.41  (feet)  COMP
 NU0099  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 NU0099
 NU0099  VERT ORDER  -  SECOND    CLASS 0
 NU0099
 NU0099.The horizontal coordinates were scaled from a topographic map and have
 NU0099.an estimated accuracy of +/- 6 seconds.
 NU0099
 NU0099.The orthometric height was determined by differential leveling
 NU0099.and adjusted by the National Geodetic Survey in June 1991..
 NU0099
 NU0099.The geoid height was determined by GEOID03.
 NU0099
 NU0099.The dynamic height is computed by dividing the NAVD 88
 NU0099.geopotential number by the normal gravity value computed on the
 NU0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0099.degrees latitude (g = 980.6199 gals.).
 NU0099
 NU0099.The modeled gravity was interpolated from observed gravity values.
 NU0099
 NU0099;                    North         East    Units  Estimated Accuracy
 NU0099;SPC ID E     -   138,910.      178,000.      MT  (+/- 180 meters Scaled)
 NU0099
 NU0099                          SUPERSEDED SURVEY CONTROL
 NU0099
 NU0099  NGVD 29 (??/??/92) 1419.041  (m)         4655.64   (f) ADJ UNCH    2 0
 NU0099
 NU0099.Superseded values are not recommended for survey control.
 NU0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0099.See file dsdata.txt to determine how the superseded data were derived.
 NU0099
 NU0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN827525(NAD 83)
 NU0099_MARKER: DR = REFERENCE MARK DISK
 NU0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0099_STAMPING: IDA 15-86 NO 2 1960
 NU0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0099+STABILITY: SURFACE MOTION
 NU0099
 NU0099  HISTORY     - Date     Condition        Report By
 NU0099  HISTORY     - 1960     MONUMENTED       CGS
 NU0099
 NU0099                          STATION DESCRIPTION
 NU0099
 NU0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0099'1.6 MI E FROM CHUBBUCK.
 NU0099'1.45 MILES EAST ON CHUBBUCK ROAD FROM THE POST OFFICE AT CHUBBUCK TO A
 NU0099'DIRT ROAD, THENCE 0.15 MILE SOUTH, 2 FEET WEST OF A FENCE CORNER, SET
 NU0099'IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0104 ***********************************************************************
 NU0104  DESIGNATION -  IDA 15 87
 NU0104  PID         -  NU0104
 NU0104  STATE/COUNTY-  ID/BANNOCK
 NU0104  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0104
 NU0104                         *CURRENT SURVEY CONTROL
 NU0104  ___________________________________________________________________
 NU0104* NAD 83(1992)-  42 55 50.23636(N)    112 26 27.37628(W)     ADJUSTED  
 NU0104* NAVD 88     -      1408.177  (meters)    4619.99   (feet)  ADJUSTED  
 NU0104  ___________________________________________________________________
 NU0104  LAPLACE CORR-           8.66  (seconds)                    DEFLEC99
 NU0104  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NU0104  DYNAMIC HT  -        1407.371 (meters)    4617.35  (feet)  COMP
 NU0104  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 NU0104
 NU0104  HORZ ORDER  -  SECOND
 NU0104  VERT ORDER  -  SECOND    CLASS 0
 NU0104
 NU0104.The horizontal coordinates were established by classical geodetic methods
 NU0104.and adjusted by the National Geodetic Survey in July 1992..
 NU0104
 NU0104.The orthometric height was determined by differential leveling
 NU0104.and adjusted by the National Geodetic Survey in June 1991..
 NU0104
 NU0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0104
 NU0104.The geoid height was determined by GEOID03.
 NU0104
 NU0104.The dynamic height is computed by dividing the NAVD 88
 NU0104.geopotential number by the normal gravity value computed on the
 NU0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0104.degrees latitude (g = 980.6199 gals.).
 NU0104
 NU0104.The modeled gravity was interpolated from observed gravity values.
 NU0104
 NU0104;                    North         East     Units Scale Factor Converg.
 NU0104;SPC ID E     -   140,428.030   177,611.688   MT  0.99995353   -0 11 12.5
 NU0104;UTM  12      - 4,754,117.605   382,418.557   MT  0.99977008   -0 58 53.6
 NU0104
 NU0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0104!SPC ID E     -   0.99978120  x   0.99995353  =   0.99973474
 NU0104!UTM  12      -   0.99978120  x   0.99977008  =   0.99955133
 NU0104
 NU0104|---------------------------------------------------------------------|
 NU0104| PID    Reference Object                     Distance      Geod. Az  |
 NU0104|                                                           dddmmss.s |
 NU0104| NU0105 IDA 15 87 RM 1                       14.418 METERS 00140     |
 NU0104| NU0106 Q 96                                APPROX. 1.5 KM 0074136.6 |
 NU0104| NU0103 IDA 15 87 RM 2                       14.320 METERS 18831     |
 NU0104|---------------------------------------------------------------------|
 NU0104
 NU0104                          SUPERSEDED SURVEY CONTROL
 NU0104
 NU0104  NAD 83(1986)-  42 55 50.23021(N)    112 26 27.36008(W) AD(       ) 2
 NU0104  NAD 27      -  42 55 50.53940(N)    112 26 24.43890(W) AD(       ) 2
 NU0104  NGVD 29 (??/??/92) 1407.126  (m)         4616.55   (f) ADJ UNCH    2 0
 NU0104
 NU0104.Superseded values are not recommended for survey control.
 NU0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0104.See file dsdata.txt to determine how the superseded data were derived.
 NU0104
 NU0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8241954118(NAD 83)
 NU0104_MARKER: DE = TRAVERSE STATION DISK
 NU0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0104_STAMPING: IDA 15-87 1960
 NU0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0104+STABILITY: SURFACE MOTION
 NU0104
 NU0104  HISTORY     - Date     Condition        Report By
 NU0104  HISTORY     - 1960     MONUMENTED       CGS
 NU0104  HISTORY     - 1960     GOOD             CGS
 NU0104
 NU0104                          STATION DESCRIPTION
 NU0104
 NU0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0104'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF CHUBBUCK,
 NU0104'ON THE WEST SIDE OF THE SOUTH BOUND TRAFFIC LANE OF U.S.
 NU0104'HIGHWAY 91.
 NU0104'
 NU0104'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CHUBBUCK,
 NU0104'GO EAST ON CHUBBUCK ROAD FOR 0.7 MILE TO THE INTERSECTION
 NU0104'OF HI LINE ROAD.  CONTINUE EAST ON CHUBBUCK ROAD FOR 0.7 MILE
 NU0104'TO THE INTERSECTION OF INTERSTATE 15.  TURN LEFT AND GO NORTH
 NU0104'FOR 0.8 MILE TO THE STATION ON THE LEFT AT THE TOP OF A CUT-BANK.
 NU0104'
 NU0104'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED IDA 15
 NU0104'87 1960, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH
 NU0104'PROJECTS 12 INCHES ABOVE GROUND LEVEL.  MARK IS 6 FEET EAST
 NU0104'OF A FENCELINE, AND 80 FEET WEST OF THE APPROXIMATE CENTER
 NU0104'LINE OF THE SOUTH BOUND TRAFFIC LANE.
 NU0104'
 NU0104'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED IDA 15
 NU0104'87 NO 1 1960, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 NU0104'WHICH PROJECTS 6 INCHES ABOVE GROUND LEVEL.  MARK IS 3 FEET
 NU0104'EAST OF A FENCELINE, AND 83 FEET WEST OF THE APPROXIMATE
 NU0104'CENTER LINE OF THE SOUTH BOUND TRAFFIC LANE.
 NU0104'
 NU0104'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED IDA 15
 NU0104'87 NO 2 1960, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 NU0104'WHICH PROJECTS 6 INCHES ABOVE GROUND LEVEL.  MARK IS 3 FEET
 NU0104'EAST OF A FENCELINE AND 83 FEET WEST OF THE APPROXIMATE
 NU0104'CENTER LINE OF THE SOUTH BOUND TRAFFIC LANE.
 NU0104'
 NU0104'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH
 NU0104'FOR 0.9 MILE TO THE MARK ON THE LEFT.
 NU0104'
 NU0104'THE AZIMUTH MARK IS A STANDARD BENCH MARK STAMPED Q 96 1960,
 NU0104'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS
 NU0104'6 INCHES ABOVE GROUND LEVEL.  MARK IS 20 FEET EAST OF A
 NU0104'FENCELINE, AND 72 FEET WEST OF THE APPROXIMATE CENTER LINE
 NU0104'OF THE SOUTH BOUND TRAFFIC LANE.
 NU0104
 NU0104                          STATION RECOVERY (1960)
 NU0104
 NU0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0104'2.1 MI N FROM CHUBBUCK.
 NU0104'1.3 MILES EAST ON CHUBBUCK ROAD FROM THE POST OFFICE AT CHUBBUCK TO
 NU0104'INTERSTATE HIGHWAY 15, THENCE 0.8 MILE NORTH ON 15 TO A CUT BANK, 80
 NU0104'FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE, 47.30
 NU0104'FEET SOUTH OF R.M. 1, 46.99 FEET NORTH OF R.M. 2, 4 FEET WEST OF A
 NU0104'METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST
 NU0104'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0105 ***********************************************************************
 NU0105  DESIGNATION -  IDA 15 87 RM 1
 NU0105  PID         -  NU0105
 NU0105  STATE/COUNTY-  ID/BANNOCK
 NU0105  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0105
 NU0105                         *CURRENT SURVEY CONTROL
 NU0105  ___________________________________________________________________
 NU0105* NAD 83(1986)-  42 55 51.     (N)    112 26 27.     (W)     SCALED    
 NU0105* NAVD 88     -      1407.978  (meters)    4619.34   (feet)  ADJUSTED  
 NU0105  ___________________________________________________________________
 NU0105  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NU0105  DYNAMIC HT  -        1407.172 (meters)    4616.70  (feet)  COMP
 NU0105  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 NU0105
 NU0105  VERT ORDER  -  SECOND    CLASS 0
 NU0105
 NU0105.The horizontal coordinates were scaled from a topographic map and have
 NU0105.an estimated accuracy of +/- 6 seconds.
 NU0105
 NU0105.The orthometric height was determined by differential leveling
 NU0105.and adjusted by the National Geodetic Survey in June 1991..
 NU0105
 NU0105.The geoid height was determined by GEOID03.
 NU0105
 NU0105.The dynamic height is computed by dividing the NAVD 88
 NU0105.geopotential number by the normal gravity value computed on the
 NU0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0105.degrees latitude (g = 980.6199 gals.).
 NU0105
 NU0105.The modeled gravity was interpolated from observed gravity values.
 NU0105
 NU0105;                    North         East    Units  Estimated Accuracy
 NU0105;SPC ID E     -   140,450.      177,620.      MT  (+/- 180 meters Scaled)
 NU0105
 NU0105                          SUPERSEDED SURVEY CONTROL
 NU0105
 NU0105  NGVD 29 (??/??/92) 1406.927  (m)         4615.89   (f) ADJ UNCH    2 0
 NU0105
 NU0105.Superseded values are not recommended for survey control.
 NU0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0105.See file dsdata.txt to determine how the superseded data were derived.
 NU0105
 NU0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN824541(NAD 83)
 NU0105_MARKER: DR = REFERENCE MARK DISK
 NU0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0105_STAMPING: IDA 15-87 NO 1 1960
 NU0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0105+STABILITY: SURFACE MOTION
 NU0105
 NU0105  HISTORY     - Date     Condition        Report By
 NU0105  HISTORY     - 1960     MONUMENTED       CGS
 NU0105
 NU0105                          STATION DESCRIPTION
 NU0105
 NU0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0105'2.1 MI N FROM CHUBBUCK.
 NU0105'1.3 MILES EAST ON CHUBBUCK ROAD FROM THE POST OFFICE AT CHUBBUCK TO
 NU0105'INTERSTATE HIGHWAY 15, THENCE 0.8 MILE NORTH ON 15 TO A CUT BANK, 83
 NU0105'FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE, 3 FEET
 NU0105'EAST OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6
 NU0105'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0103 ***********************************************************************
 NU0103  DESIGNATION -  IDA 15 87 RM 2
 NU0103  PID         -  NU0103
 NU0103  STATE/COUNTY-  ID/BANNOCK
 NU0103  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0103
 NU0103                         *CURRENT SURVEY CONTROL
 NU0103  ___________________________________________________________________
 NU0103* NAD 83(1986)-  42 55 51.     (N)    112 26 27.     (W)     SCALED    
 NU0103* NAVD 88     -      1408.137  (meters)    4619.86   (feet)  ADJUSTED  
 NU0103  ___________________________________________________________________
 NU0103  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NU0103  DYNAMIC HT  -        1407.330 (meters)    4617.22  (feet)  COMP
 NU0103  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 NU0103
 NU0103  VERT ORDER  -  SECOND    CLASS 0
 NU0103
 NU0103.The horizontal coordinates were scaled from a topographic map and have
 NU0103.an estimated accuracy of +/- 6 seconds.
 NU0103
 NU0103.The orthometric height was determined by differential leveling
 NU0103.and adjusted by the National Geodetic Survey in June 1991..
 NU0103
 NU0103.The geoid height was determined by GEOID03.
 NU0103
 NU0103.The dynamic height is computed by dividing the NAVD 88
 NU0103.geopotential number by the normal gravity value computed on the
 NU0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0103.degrees latitude (g = 980.6199 gals.).
 NU0103
 NU0103.The modeled gravity was interpolated from observed gravity values.
 NU0103
 NU0103;                    North         East    Units  Estimated Accuracy
 NU0103;SPC ID E     -   140,450.      177,620.      MT  (+/- 180 meters Scaled)
 NU0103
 NU0103                          SUPERSEDED SURVEY CONTROL
 NU0103
 NU0103  NGVD 29 (??/??/92) 1407.086  (m)         4616.41   (f) ADJ UNCH    2 0
 NU0103
 NU0103.Superseded values are not recommended for survey control.
 NU0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0103.See file dsdata.txt to determine how the superseded data were derived.
 NU0103
 NU0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN824541(NAD 83)
 NU0103_MARKER: DR = REFERENCE MARK DISK
 NU0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0103_STAMPING: IDA 15-87 NO 2 1960
 NU0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0103+STABILITY: SURFACE MOTION
 NU0103
 NU0103  HISTORY     - Date     Condition        Report By
 NU0103  HISTORY     - 1960     MONUMENTED       CGS
 NU0103
 NU0103                          STATION DESCRIPTION
 NU0103
 NU0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0103'2.1 MI N FROM CHUBBUCK.
 NU0103'1.3 MILES EAST ON CHUBBUCK ROAD FROM THE POST OFFICE AT CHUBBUCK TO
 NU0103'INTERSTATE HIGHWAY 15, THENCE 0.8 MILE NORTH ON 15 TO A CUT BANK, 83
 NU0103'FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE, 3 FEET
 NU0103'EAST OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6
 NU0103'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0107 ***********************************************************************
 NU0107  DESIGNATION -  IDA 15 88
 NU0107  PID         -  NU0107
 NU0107  STATE/COUNTY-  ID/BANNOCK
 NU0107  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0107
 NU0107                         *CURRENT SURVEY CONTROL
 NU0107  ___________________________________________________________________
 NU0107* NAD 83(1992)-  42 57 24.52044(N)    112 25 56.46720(W)     ADJUSTED  
 NU0107* NAVD 88     -      1417.998  (meters)    4652.22   (feet)  ADJUSTED  
 NU0107  ___________________________________________________________________
 NU0107  LAPLACE CORR-           8.69  (seconds)                    DEFLEC99
 NU0107  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NU0107  DYNAMIC HT  -        1417.194 (meters)    4649.58  (feet)  COMP
 NU0107  MODELED GRAV-     980,004.0   (mgal)                       NAVD 88
 NU0107
 NU0107  HORZ ORDER  -  SECOND
 NU0107  VERT ORDER  -  SECOND    CLASS 0
 NU0107
 NU0107.The horizontal coordinates were established by classical geodetic methods
 NU0107.and adjusted by the National Geodetic Survey in July 1992..
 NU0107
 NU0107.The orthometric height was determined by differential leveling
 NU0107.and adjusted by the National Geodetic Survey in June 1991..
 NU0107
 NU0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0107
 NU0107.The geoid height was determined by GEOID03.
 NU0107
 NU0107.The dynamic height is computed by dividing the NAVD 88
 NU0107.geopotential number by the normal gravity value computed on the
 NU0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0107.degrees latitude (g = 980.6199 gals.).
 NU0107
 NU0107.The modeled gravity was interpolated from observed gravity values.
 NU0107
 NU0107;                    North         East     Units Scale Factor Converg.
 NU0107;SPC ID E     -   143,335.122   178,321.729   MT  0.99995315   -0 10 51.8
 NU0107;UTM  12      - 4,757,014.032   383,168.724   MT  0.99976792   -0 58 34.3
 NU0107
 NU0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0107!SPC ID E     -   0.99977965  x   0.99995315  =   0.99973281
 NU0107!UTM  12      -   0.99977965  x   0.99976792  =   0.99954763
 NU0107
 NU0107:                Primary Azimuth Mark                     Grid Az
 NU0107:SPC ID E     -  IDA 15 89                                021 21 01.9
 NU0107:UTM  12      -  IDA 15 89                                022 08 44.4
 NU0107
 NU0107|---------------------------------------------------------------------|
 NU0107| PID    Reference Object                     Distance      Geod. Az  |
 NU0107|                                                           dddmmss.s |
 NU0107| NU0110 IDA 15 89                           APPROX. 2.1 KM 0211010.1 |
 NU0107|---------------------------------------------------------------------|
 NU0107
 NU0107                          SUPERSEDED SURVEY CONTROL
 NU0107
 NU0107  NAD 83(1986)-  42 57 24.51437(N)    112 25 56.45116(W) AD(       ) 2
 NU0107  NAD 27      -  42 57 24.82340(N)    112 25 53.53090(W) AD(       ) 2
 NU0107  NGVD 29 (??/??/92) 1416.950  (m)         4648.78   (f) ADJ UNCH    2 0
 NU0107
 NU0107.Superseded values are not recommended for survey control.
 NU0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0107.See file dsdata.txt to determine how the superseded data were derived.
 NU0107
 NU0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8316957014(NAD 83)
 NU0107_MARKER: DB = BENCH MARK DISK
 NU0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0107_SP_SET: OVERPASS
 NU0107_STAMPING: IDA 15-88 1960
 NU0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0107
 NU0107  HISTORY     - Date     Condition        Report By
 NU0107  HISTORY     - 1960     MONUMENTED       CGS
 NU0107  HISTORY     - 1960     GOOD             CGS
 NU0107
 NU0107                          STATION DESCRIPTION
 NU0107
 NU0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0107'THE STATION IS ON THE SOUTHWEST CORNER OF AN OVERPASS SPANNING
 NU0107'INTERSTATE HIGHWAY 15.  ABOUT 6 MILES NORTH OF POCATELLO,
 NU0107'5 MILES SOUTH-SOUTHEAST OF FORT HALL AND 3 MILES NORTH-NORTHEAST
 NU0107'OF CHUBBUCK.
 NU0107'
 NU0107'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 91, 191 AND
 NU0107'CHUBBUCK ROAD IN CHUBBUCK, GO EAST ON CHUBBUCK ROAD FOR 1.3
 NU0107'MILES TO A JUNCTION WITH THE INTERSTATE HIGHWAY (NOW UNDER
 NU0107'CONSTRUCTION).  GO NORTH ON THE HIGHWAY FOR 2.6 MILES TO AN
 NU0107'OVERPASS AND THE STATION ABOVE THE HIGHWAY.
 NU0107'
 NU0107'THE STATION MARK, STAMPED IDA 15-88 1960, IS A STANDARD DISK
 NU0107'CEMENTED IN A DRILL HOLE IN THE CONCRETE OVERPASS FLOOR, 2.7
 NU0107'FEET EAST OF THE WEST EDGE OF THE CONCRETE FLOOR OF THE
 NU0107'BRIDGE AND 2.5 FEET NORTH OF THE NORTH FACE OF THE SOUTH
 NU0107'CONCRETE CURB.
 NU0107'
 NU0107'BENCH MARK R 96 1960 IS A STANDARD DISK CEMENTED IN A DRILL
 NU0107'HOLE IN THE SOUTHWEST END OF THE CONCRETE HEADWALL OVER AN
 NU0107'UNDERPASS.  THE MARK IS 1.0 MILE NORTH OF THE STATION ON THE
 NU0107'WEST SIDE OF THE HIGHWAY.
 NU0107'
 NU0107'BENCH MARK Q 96 1960 IS A STANDARD DISK SET IN A ROUND CONCRETE
 NU0107'POST PROJECTING ABOUT 10 INCHES.  IT IS 12 FEET EAST OF THE
 NU0107'FENCE LINE, 1 FOOT EAST OF A WITNESS POST WITH SIGN AND ABOUT
 NU0107'100 YARDS SOUTH OF A HUGE FILL.  THE MARK IS 1.0 MILE SOUTH
 NU0107'OF THE STATION ON THE WEST SIDE OF THE HIGHWAY.
 NU0107
 NU0107                          STATION RECOVERY (1960)
 NU0107
 NU0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0107'3.9 MI N FROM CHUBBUCK.
 NU0107'1.3 MILES EAST ON CHUBBUCK ROAD FROM THE POST OFFICE AT CHUBBUCK TO
 NU0107'INTERSTATE HIGHWAY 15, THENCE 2.6 MILES NORTH ON 15 TO A OVERPASS, 2.7
 NU0107'FEET EAST OF THE WEST EDGE OF THE OVERPASS, 2.5 FEET NORTH OF THE
 NU0107'SOUTH CURB, SET IN A DRILL HOLE IN THE CONCRETE OVERPASS FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0110 ***********************************************************************
 NU0110  DESIGNATION -  IDA 15 89
 NU0110  PID         -  NU0110
 NU0110  STATE/COUNTY-  ID/BANNOCK
 NU0110  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0110
 NU0110                         *CURRENT SURVEY CONTROL
 NU0110  ___________________________________________________________________
 NU0110* NAD 83(1992)-  42 58 27.43977(N)    112 25 23.28357(W)     ADJUSTED  
 NU0110* NAVD 88     -      1428.449  (meters)    4686.50   (feet)  ADJUSTED  
 NU0110  ___________________________________________________________________
 NU0110  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 NU0110  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 NU0110  DYNAMIC HT  -        1427.644 (meters)    4683.86  (feet)  COMP
 NU0110  MODELED GRAV-     980,006.6   (mgal)                       NAVD 88
 NU0110
 NU0110  HORZ ORDER  -  SECOND
 NU0110  VERT ORDER  -  SECOND    CLASS 0
 NU0110
 NU0110.The horizontal coordinates were established by classical geodetic methods
 NU0110.and adjusted by the National Geodetic Survey in July 1992..
 NU0110
 NU0110.The orthometric height was determined by differential leveling
 NU0110.and adjusted by the National Geodetic Survey in June 1991..
 NU0110
 NU0110.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0110
 NU0110.The geoid height was determined by GEOID03.
 NU0110
 NU0110.The dynamic height is computed by dividing the NAVD 88
 NU0110.geopotential number by the normal gravity value computed on the
 NU0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0110.degrees latitude (g = 980.6199 gals.).
 NU0110
 NU0110.The modeled gravity was interpolated from observed gravity values.
 NU0110
 NU0110;                    North         East     Units Scale Factor Converg.
 NU0110;SPC ID E     -   145,274.308   179,079.757   MT  0.99995275   -0 10 29.4
 NU0110;UTM  12      - 4,758,942.151   383,953.448   MT  0.99976567   -0 58 12.8
 NU0110
 NU0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0110!SPC ID E     -   0.99977801  x   0.99995275  =   0.99973077
 NU0110!UTM  12      -   0.99977801  x   0.99976567  =   0.99954373
 NU0110
 NU0110|---------------------------------------------------------------------|
 NU0110| PID    Reference Object                     Distance      Geod. Az  |
 NU0110|                                                           dddmmss.s |
 NU0110| NU0111 IDA 15 89 RM 1                       11.140 METERS 01140     |
 NU0110| NU0109 IDA 15 89 RM 2                       11.388 METERS 20604     |
 NU0110| NU0108 R 96                                392.807 METERS 20926     |
 NU0110|---------------------------------------------------------------------|
 NU0110
 NU0110                          SUPERSEDED SURVEY CONTROL
 NU0110
 NU0110  NAD 83(1986)-  42 58 27.43370(N)    112 25 23.26767(W) AD(       ) 2
 NU0110  NAD 27      -  42 58 27.74270(N)    112 25 20.34860(W) AD(       ) 2
 NU0110  NGVD 29 (??/??/92) 1427.403  (m)         4683.07   (f) ADJ UNCH    2 0
 NU0110
 NU0110.Superseded values are not recommended for survey control.
 NU0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0110.See file dsdata.txt to determine how the superseded data were derived.
 NU0110
 NU0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8395358942(NAD 83)
 NU0110_MARKER: DB = BENCH MARK DISK
 NU0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0110_STAMPING: IDA 15-89 1960
 NU0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0110+STABILITY: SURFACE MOTION
 NU0110
 NU0110  HISTORY     - Date     Condition        Report By
 NU0110  HISTORY     - 1960     MONUMENTED       CGS
 NU0110  HISTORY     - 1960     GOOD             CGS
 NU0110
 NU0110                          STATION DESCRIPTION
 NU0110
 NU0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0110'THE STATION IS ABOUT 7-1/2 MILES NORTH OF POCATELLO, 4-1/2
 NU0110'MILES NORTH-NORTHEAST OF CHUBBUCK AND 3-3/4 MILES SOUTH-SOUTHEAST
 NU0110'OF FORT HALL, ON THE SUMMIT OF A GRASS AND SAGE-COVERED CUT
 NU0110'BANK ALONG THE EAST SIDE OF INTERSTATE HIGHWAY 15 AND
 NU0110'ON THE EAST SIDE OF THE FENCE LINE.
 NU0110'
 NU0110'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 91, 191 AND
 NU0110'CHUBBUCK ROAD IN CHUBBUCK, GO EAST ON CHUBBUCK ROAD FOR 0.65
 NU0110'MILE TO HI LINE ROAD.  CONTINUE EAST FOR 0.65 MILE TO AN
 NU0110'INTERSECTION WITH THE INTERSTATE HIGHWAY (NOW UNDER CONSTRUCTION).
 NU0110'TURN LEFT, NORTH, ALONG THE HIGHWAY FOR 2.6 MILES TO AN
 NU0110'OVERPASS.  CONTINUE NORTH FOR 1.0 MILE TO BENCH MARK R 96
 NU0110'ON THE LEFT, THENCE NORTH FOR 0.25 MILE TO THE STATION ON
 NU0110'THE RIGHT, EAST SIDE OF THE HIGHWAY.  BENCH MARK S 96 IS 1.1
 NU0110'MILES NORTH ALONG THE HIGHWAY FROM THE STATION AND ON THE
 NU0110'EAST SIDE OF THE HIGHWAY.
 NU0110'
 NU0110'THE SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 NU0110'DISKS SET IN CONCRETE POSTS PROJECTING ABOUT 4 INCHES.
 NU0110'STAMPED IDA 15-89 1960 NO 1 AND NO 2 RESPECTIVELY.
 NU0110'
 NU0110'THE STATION MARK IS 8 FEET EAST OF THE FENCE LINE.
 NU0110'
 NU0110'THE REFERENCE MARKS ARE 3-1/2 FEET EAST OF THE FENCE LINE
 NU0110'AND ABOUT THE SAME ELEVATION AS THE STATION.
 NU0110'
 NU0110'BENCH MARK S 96 1960 IS A STANDARD DISK CEMENTED IN A DRILL
 NU0110'HOLE IN THE SOUTHEAST END OF THE CONCRETE HEADWALL OVER AN
 NU0110'UNDERPASS ON THE EAST SIDE OF THE HIGHWAY AND ABOUT 10 INCHES
 NU0110'HIGHER THAN THE ROAD BED.
 NU0110'
 NU0110'BENCH MARK R 96 1960 IS A STANDARD DISK CEMENTED IN A DRILL
 NU0110'HOLE IN THE SOUTHWEST END OF THE CONCRETE HEADWALL OVER
 NU0110'AN UNDERPASS ON THE WEST SIDE OF THE HIGHWAY AND ABOUT 10
 NU0110'INCHES HIGHER THAN THE ROAD BED.
 NU0110
 NU0110                          STATION RECOVERY (1960)
 NU0110
 NU0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0110'5.15 MI N FROM CHUBBUCK.
 NU0110'1.3 MILES EAST ON CHUBBUCK ROAD FROM THE POST OFFICE AT CHUBBUCK TO
 NU0110'INTERSTATE HIGHWAY 15, THENCE 3.85 MILES NORTH ON 15, TO A CUT BANK ON
 NU0110'THE RIGHT, 37.36 FEET NORTH OF R.M. 2, 36.55 FEET SOUTH OF R.M. 1, 8
 NU0110'FEET EAST OF A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 4
 NU0110'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0111 ***********************************************************************
 NU0111  DESIGNATION -  IDA 15 89 RM 1
 NU0111  PID         -  NU0111
 NU0111  STATE/COUNTY-  ID/BANNOCK
 NU0111  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0111
 NU0111                         *CURRENT SURVEY CONTROL
 NU0111  ___________________________________________________________________
 NU0111* NAD 83(1986)-  42 58 28.     (N)    112 25 23.     (W)     SCALED    
 NU0111* NAVD 88     -      1428.357  (meters)    4686.20   (feet)  ADJUSTED  
 NU0111  ___________________________________________________________________
 NU0111  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 NU0111  DYNAMIC HT  -        1427.552 (meters)    4683.56  (feet)  COMP
 NU0111  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 NU0111
 NU0111  VERT ORDER  -  SECOND    CLASS 0
 NU0111
 NU0111.The horizontal coordinates were scaled from a topographic map and have
 NU0111.an estimated accuracy of +/- 6 seconds.
 NU0111
 NU0111.The orthometric height was determined by differential leveling
 NU0111.and adjusted by the National Geodetic Survey in June 1991..
 NU0111
 NU0111.The geoid height was determined by GEOID03.
 NU0111
 NU0111.The dynamic height is computed by dividing the NAVD 88
 NU0111.geopotential number by the normal gravity value computed on the
 NU0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0111.degrees latitude (g = 980.6199 gals.).
 NU0111
 NU0111.The modeled gravity was interpolated from observed gravity values.
 NU0111
 NU0111;                    North         East    Units  Estimated Accuracy
 NU0111;SPC ID E     -   145,290.      179,090.      MT  (+/- 180 meters Scaled)
 NU0111
 NU0111                          SUPERSEDED SURVEY CONTROL
 NU0111
 NU0111  NGVD 29 (??/??/92) 1427.311  (m)         4682.77   (f) ADJ UNCH    2 0
 NU0111
 NU0111.Superseded values are not recommended for survey control.
 NU0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0111.See file dsdata.txt to determine how the superseded data were derived.
 NU0111
 NU0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN839589(NAD 83)
 NU0111_MARKER: DR = REFERENCE MARK DISK
 NU0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0111_STAMPING: IDA 15-89 NO 1 1960
 NU0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0111+STABILITY: SURFACE MOTION
 NU0111
 NU0111  HISTORY     - Date     Condition        Report By
 NU0111  HISTORY     - 1960     MONUMENTED       CGS
 NU0111
 NU0111                          STATION DESCRIPTION
 NU0111
 NU0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0111'5.15 MI N FROM CHUBBUCK.
 NU0111'1.3 MILES EAST ON CHUBBUCK ROAD FROM THE POST OFFICE AT CHUBBUCK TO
 NU0111'INTERSTATE HIGHWAY 15, THENCE 3.85 MILES NORTH ON 15 TO A CUT BANK,
 NU0111'36.55 FEET NORTH OF THE STATION MARK, 3 1/2 FEET EAST OF A FENCE LINE,
 NU0111'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0109 ***********************************************************************
 NU0109  DESIGNATION -  IDA 15 89 RM 2
 NU0109  PID         -  NU0109
 NU0109  STATE/COUNTY-  ID/BANNOCK
 NU0109  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0109
 NU0109                         *CURRENT SURVEY CONTROL
 NU0109  ___________________________________________________________________
 NU0109* NAD 83(1986)-  42 58 28.     (N)    112 25 23.     (W)     SCALED    
 NU0109* NAVD 88     -      1428.328  (meters)    4686.11   (feet)  ADJUSTED  
 NU0109  ___________________________________________________________________
 NU0109  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 NU0109  DYNAMIC HT  -        1427.522 (meters)    4683.46  (feet)  COMP
 NU0109  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 NU0109
 NU0109  VERT ORDER  -  SECOND    CLASS 0
 NU0109
 NU0109.The horizontal coordinates were scaled from a topographic map and have
 NU0109.an estimated accuracy of +/- 6 seconds.
 NU0109
 NU0109.The orthometric height was determined by differential leveling
 NU0109.and adjusted by the National Geodetic Survey in June 1991..
 NU0109
 NU0109.The geoid height was determined by GEOID03.
 NU0109
 NU0109.The dynamic height is computed by dividing the NAVD 88
 NU0109.geopotential number by the normal gravity value computed on the
 NU0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0109.degrees latitude (g = 980.6199 gals.).
 NU0109
 NU0109.The modeled gravity was interpolated from observed gravity values.
 NU0109
 NU0109;                    North         East    Units  Estimated Accuracy
 NU0109;SPC ID E     -   145,290.      179,090.      MT  (+/- 180 meters Scaled)
 NU0109
 NU0109                          SUPERSEDED SURVEY CONTROL
 NU0109
 NU0109  NGVD 29 (??/??/92) 1427.282  (m)         4682.67   (f) ADJ UNCH    2 0
 NU0109
 NU0109.Superseded values are not recommended for survey control.
 NU0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0109.See file dsdata.txt to determine how the superseded data were derived.
 NU0109
 NU0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN839589(NAD 83)
 NU0109_MARKER: DR = REFERENCE MARK DISK
 NU0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0109_STAMPING: IDA 15-89 NO 2 1960
 NU0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0109+STABILITY: SURFACE MOTION
 NU0109
 NU0109  HISTORY     - Date     Condition        Report By
 NU0109  HISTORY     - 1960     MONUMENTED       CGS
 NU0109
 NU0109                          STATION DESCRIPTION
 NU0109
 NU0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0109'5.15 MI N FROM CHUBBUCK.
 NU0109'1.3 MILES EAST ON CHUBBUCK ROAD FROM THE POST OFFICE AT CHUBBUCK TO
 NU0109'INTERSTATE HIGHWAY 15, THENCE 3.85 MILE NORTH ON 15 TO A CUT BANK,
 NU0109'37.36 FEET SOUTH OF THE STATION MARK, 3 1/2 FEET EAST OF A FENCE LINE,
 NU0109'SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0330 ***********************************************************************
 OY0330  DESIGNATION -  IDA 15 90
 OY0330  PID         -  OY0330
 OY0330  STATE/COUNTY-  ID/BANNOCK
 OY0330  USGS QUAD   -  FORT HALL (1971)
 OY0330
 OY0330                         *CURRENT SURVEY CONTROL
 OY0330  ___________________________________________________________________
 OY0330* NAD 83(1992)-  43 01 19.61746(N)    112 24 30.54139(W)     ADJUSTED  
 OY0330* NAVD 88     -      1371.357  (meters)    4499.19   (feet)  ADJUSTED  
 OY0330  ___________________________________________________________________
 OY0330  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 OY0330  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 OY0330  DYNAMIC HT  -        1370.600 (meters)    4496.71  (feet)  COMP
 OY0330  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 OY0330
 OY0330  HORZ ORDER  -  SECOND
 OY0330  VERT ORDER  -  SECOND    CLASS 0
 OY0330
 OY0330.The horizontal coordinates were established by classical geodetic methods
 OY0330.and adjusted by the National Geodetic Survey in July 1992..
 OY0330
 OY0330.The orthometric height was determined by differential leveling
 OY0330.and adjusted by the National Geodetic Survey in June 1991..
 OY0330
 OY0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0330
 OY0330.The geoid height was determined by GEOID03.
 OY0330
 OY0330.The dynamic height is computed by dividing the NAVD 88
 OY0330.geopotential number by the normal gravity value computed on the
 OY0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0330.degrees latitude (g = 980.6199 gals.).
 OY0330
 OY0330.The modeled gravity was interpolated from observed gravity values.
 OY0330
 OY0330;                    North         East     Units Scale Factor Converg.
 OY0330;SPC ID E     -   150,583.735   180,290.110   MT  0.99995215   -0 09 54.0
 OY0330;UTM  12      - 4,764,233.259   385,237.179   MT  0.99976202   -0 57 39.9
 OY0330
 OY0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0330!SPC ID E     -   0.99978696  x   0.99995215  =   0.99973912
 OY0330!UTM  12      -   0.99978696  x   0.99976202  =   0.99954903
 OY0330
 OY0330:                Primary Azimuth Mark                     Grid Az
 OY0330:SPC ID E     -  HALF                                     182 15 39.2
 OY0330:UTM  12      -  HALF                                     183 03 25.1
 OY0330
 OY0330|---------------------------------------------------------------------|
 OY0330| PID    Reference Object                     Distance      Geod. Az  |
 OY0330|                                                           dddmmss.s |
 OY0330| NU1555 HALF                                APPROX. 5.1 KM 1820545.2 |
 OY0330|---------------------------------------------------------------------|
 OY0330
 OY0330                          SUPERSEDED SURVEY CONTROL
 OY0330
 OY0330  NAD 83(1986)-  43 01 19.61160(N)    112 24 30.52583(W) AD(       ) 2
 OY0330  NAD 27      -  43 01 19.92140(N)    112 24 27.60720(W) AD(       ) 2
 OY0330  NGVD 29 (??/??/92) 1370.319  (m)         4495.79   (f) ADJ UNCH    2 0
 OY0330
 OY0330.Superseded values are not recommended for survey control.
 OY0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0330.See file dsdata.txt to determine how the superseded data were derived.
 OY0330
 OY0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8523764233(NAD 83)
 OY0330_MARKER: DE = TRAVERSE STATION DISK
 OY0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0330_SP_SET: OVERPASS
 OY0330_STAMPING: IDA 15-90 1960
 OY0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0330
 OY0330  HISTORY     - Date     Condition        Report By
 OY0330  HISTORY     - 1960     MONUMENTED       CGS
 OY0330  HISTORY     - 1960     GOOD             CGS
 OY0330  HISTORY     - 1971     SEE DESCRIPTION  USGS
 OY0330  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 OY0330
 OY0330                          STATION DESCRIPTION
 OY0330
 OY0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 OY0330'THE STATION IS LOCATED 1 MILE, AIRLINE, SOUTHEAST OF FORT HALL,
 OY0330'AND 1 MILE, AIRLINE, SOUTH OF SHEEPSKIN OVERPASS, AT THE
 OY0330'WEST EDGE OF AN OVERPASS.
 OY0330'
 OY0330'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FORT HALL,
 OY0330'GO NORTH ON U.S. HIGHWAY 91 FOR 0.5 MILE TO THE INTERSECTION
 OY0330'OF SHEEPSKIN ROAD.  TURN RIGHT AND GO EAST ON SHEEPSKIN ROAD
 OY0330'FOR 2 MILES TO A CROSSROAD.  TURN RIGHT AND GO 1 MILE SOUTH.
 OY0330'TURN RIGHT AND GO WEST 0.6 MILE TO THE WEST END OF AN OVERPASS
 OY0330'AND THE STATION.
 OY0330'
 OY0330'THE STATION MARK IS A STANDARD BRONZE TRAVERSE DISK STAMPED
 OY0330'IDA 15-90 1960, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST
 OY0330'CORNER OF AN OVERPASS FLOOR.  MARK IS 2-1/2 FEET EAST OF THE
 OY0330'WEST EDGE OF THE BRIDGE FLOOR AND 2-1/2 FEET NORTH OF THE
 OY0330'SOUTH BANISTER CURBING, JUST NORTHEAST OF THE SOUTHWEST
 OY0330'CONCRETE ABUTMENT, FLUSH WITH THE FLOOR.
 OY0330'
 OY0330'THE ABOVE ROUTE TO REACH STATION WILL CHANGE WITH THE COMPLETION
 OY0330'OF THE INTERSTATE HIGHWAY CONSTRUCTION.
 OY0330
 OY0330                          STATION RECOVERY (1960)
 OY0330
 OY0330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 OY0330'12.05 MI S FROM BLACKFOOT.
 OY0330'3.4 MILES SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0330'HIGHWAY 26 AT BLACKFOOT TO INTERSTATE HIGHWAY 15, THENCE 8.65 MILES
 OY0330'SOUTH ON 15 TO A OVERPASS, 2.5 FEET EAST OF THE WEST EDGE OF THE
 OY0330'OVERPASS, 2.5 FEET NORTH OF THE SOUTH CURB, SET IN A DRILL HOLE IN THE
 OY0330'CONCRETE OVERPASS FLOOR.
 OY0330
 OY0330                          STATION RECOVERY (1971)
 OY0330
 OY0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (CLC)
 OY0330'IDA-15-90-0.4 MI S AND 1.4 MI E OF FORT HALL INDIAN AGENCY.
 OY0330'FOUND MARK UNDER 2 INCHES OF BLACK TOP PAVEMENT.  CHISELED
 OY0330'LOCATING ARROWS ON BANISTER, CURBING BY STATION.
 OY0330'
 OY0330'NEW TO REACH--FROM THE FORT HALL INDIAN AGENCY GO EAST ON AGENCY
 OY0330'ROAD 0.8 MI TO EAGLE ROAD.  TURN RIGHT AND GO SOUTH 0.5 MILES
 OY0330'TO SIMPLOT ROAD.  TURN LEFT AND GO EAST 0.45 MILES TO THE WEST
 OY0330'END OF THE FREEWAY OVERPASS AND STATION MARK.  MARK IS 2-1/2
 OY0330'FEET EAST OF THE WEST EDGE OF THE BRIDGE FLOOR AND 2-1/2 FEET
 OY0330'NORTH OF THE SOUTH BANISTER CURBING, JUST NE OF THE SW CONCRETE
 OY0330'ABUTMENT, SET IN CONCRETE BRIDGE FLOOR.
 OY0330
 OY0330                          STATION RECOVERY (1972)
 OY0330
 OY0330'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 OY0330'STATION RECOVERED BY WALKER AND ASSOCIATES INC.
 OY0330'
 OY0330'IDA 15-90 1960-GOOD
 OY0330'
 OY0330'DESC. OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0331 ***********************************************************************
 OY0331  DESIGNATION -  IDA 15 91
 OY0331  PID         -  OY0331
 OY0331  STATE/COUNTY-  ID/BINGHAM
 OY0331  USGS QUAD   -  FORT HALL (1971)
 OY0331
 OY0331                         *CURRENT SURVEY CONTROL
 OY0331  ___________________________________________________________________
 OY0331* NAD 83(1992)-  43 02 11.94639(N)    112 24 27.64526(W)     ADJUSTED  
 OY0331* NAVD 88     -      1365.368  (meters)    4479.54   (feet)  ADJUSTED  
 OY0331  ___________________________________________________________________
 OY0331  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 OY0331  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 OY0331  DYNAMIC HT  -        1364.621 (meters)    4477.09  (feet)  COMP
 OY0331  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 OY0331
 OY0331  HORZ ORDER  -  SECOND
 OY0331  VERT ORDER  -  SECOND    CLASS 0
 OY0331
 OY0331.The horizontal coordinates were established by classical geodetic methods
 OY0331.and adjusted by the National Geodetic Survey in July 1992..
 OY0331
 OY0331.The orthometric height was determined by differential leveling
 OY0331.and adjusted by the National Geodetic Survey in June 1991..
 OY0331
 OY0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0331
 OY0331.The geoid height was determined by GEOID03.
 OY0331
 OY0331.The dynamic height is computed by dividing the NAVD 88
 OY0331.geopotential number by the normal gravity value computed on the
 OY0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0331.degrees latitude (g = 980.6199 gals.).
 OY0331
 OY0331.The modeled gravity was interpolated from observed gravity values.
 OY0331
 OY0331;                    North         East     Units Scale Factor Converg.
 OY0331;SPC ID E     -   152,198.294   180,360.316   MT  0.99995211   -0 09 52.1
 OY0331;UTM  12      - 4,765,846.380   385,329.796   MT  0.99976176   -0 57 38.9
 OY0331
 OY0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0331!SPC ID E     -   0.99978790  x   0.99995211  =   0.99974002
 OY0331!UTM  12      -   0.99978790  x   0.99976176  =   0.99954971
 OY0331
 OY0331:                Primary Azimuth Mark                     Grid Az
 OY0331:SPC ID E     -  H 96                                     000 31 44.4
 OY0331:UTM  12      -  H 96                                     001 19 31.2
 OY0331
 OY0331|---------------------------------------------------------------------|
 OY0331| PID    Reference Object                     Distance      Geod. Az  |
 OY0331|                                                           dddmmss.s |
 OY0331| OY0332 H 96                                               0002152.3 |
 OY0331|---------------------------------------------------------------------|
 OY0331
 OY0331                          SUPERSEDED SURVEY CONTROL
 OY0331
 OY0331  NAD 83(1986)-  43 02 11.94064(N)    112 24 27.62979(W) AD(       ) 2
 OY0331  NAD 27      -  43 02 12.25090(N)    112 24 24.71090(W) AD(       ) 2
 OY0331  NGVD 29 (??/??/92) 1364.354  (m)         4476.22   (f) ADJ UNCH    2 0
 OY0331
 OY0331.Superseded values are not recommended for survey control.
 OY0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0331.See file dsdata.txt to determine how the superseded data were derived.
 OY0331
 OY0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8533065846(NAD 83)
 OY0331_MARKER: DE = TRAVERSE STATION DISK
 OY0331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0331_SP_SET: OVERPASS
 OY0331_STAMPING: IDA 15-91 1960
 OY0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0331
 OY0331  HISTORY     - Date     Condition        Report By
 OY0331  HISTORY     - 1959     MONUMENTED       CGS
 OY0331  HISTORY     - 1960     GOOD             CGS
 OY0331  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 OY0331
 OY0331                          STATION DESCRIPTION
 OY0331
 OY0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0331'11.05 MI S FROM BLACKFOOT.
 OY0331'3.4 MILES SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0331'HIGHWAY 26 AT BLACKFOOT TO INTERSTATE HIGHWAY 15, THENCE 7.65 MILES
 OY0331'SOUTH ON 15 TO A OVERPASS, 30 NORTH OF THE SOUTH CURB, SET IN A DRILL
 OY0331'HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE OVERPASS FLOOR.
 OY0331
 OY0331                          STATION RECOVERY (1960)
 OY0331
 OY0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 OY0331'THE STATION IS LOCATED ABOUT 1-1/2 MILES, AIRLINE, NORTHEAST
 OY0331'OF FORT HALL, AT THE EAST END OF AN OVERPASS.
 OY0331'
 OY0331'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FORT HALL,
 OY0331'GO NORTH ON U.S. HIGHWAY 91 FOR 0.5 MILE TO THE INTERSECTION
 OY0331'OF SHEEPSKIN ROAD.  TURN RIGHT, EAST, ON SHEEPSKIN ROAD AND
 OY0331'GO 1.5 MILES TO AN OVERPASS AND THE STATION.
 OY0331'
 OY0331'THE STATION MARK IS A STANDARD BRONZE TRAVERSE DISK STAMPED
 OY0331'IDA 15-91 1960, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 OY0331'CORNER OF THE OVERPASS FLOOR.  MARK IS 30 INCHES WEST OF THE
 OY0331'EAST EDGE OF THE BRIDGE FLOOR AND 30 INCHES NORTH OF THE SOUTH
 OY0331'BANISTER CURBING, JUST NORTHWEST OF THE SOUTHEAST CONCRETE
 OY0331'ABUTMENT, FLUSH WITH FLOOR LEVEL.
 OY0331'
 OY0331'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 OY0331'NORTH BOUND TRAFFIC LANE FOR 1 MILE TO THE AZIMUTH MARK ON
 OY0331'THE LEFT.
 OY0331'
 OY0331'THE AZIMUTH MARK IS A STANDARD BRONZE BENCHMARK DISK STAMPED
 OY0331'IDA 15 - 91 CEMENTED IN A DRILL HOLE IN THE SOUTH EDGE OF THE
 OY0331'WEST ABUTMENT OF A CULVERT.
 OY0331
 OY0331                          STATION RECOVERY (1972)
 OY0331
 OY0331'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 OY0331'STATION RECOVERED BY WALKER AND ASSOCIATES INC.
 OY0331'
 OY0331'IDA 15-91 1960-GOOD
 OY0331'
 OY0331'DES O.K.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0334 ***********************************************************************
 OY0334  DESIGNATION -  IDA 15 92
 OY0334  PID         -  OY0334
 OY0334  STATE/COUNTY-  ID/BINGHAM
 OY0334  USGS QUAD   -  FORT HALL (1971)
 OY0334
 OY0334                         *CURRENT SURVEY CONTROL
 OY0334  ___________________________________________________________________
 OY0334* NAD 83(1992)-  43 04 17.36511(N)    112 24 06.70530(W)     ADJUSTED  
 OY0334* NAVD 88     -      1358.217  (meters)    4456.08   (feet)  ADJUSTED  
 OY0334  ___________________________________________________________________
 OY0334  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 OY0334  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 OY0334  DYNAMIC HT  -        1357.476 (meters)    4453.65  (feet)  COMP
 OY0334  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 OY0334
 OY0334  HORZ ORDER  -  SECOND
 OY0334  VERT ORDER  -  SECOND    CLASS 0
 OY0334
 OY0334.The horizontal coordinates were established by classical geodetic methods
 OY0334.and adjusted by the National Geodetic Survey in July 1992..
 OY0334
 OY0334.The orthometric height was determined by differential leveling
 OY0334.and adjusted by the National Geodetic Survey in June 1991..
 OY0334
 OY0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0334
 OY0334.The geoid height was determined by GEOID03.
 OY0334
 OY0334.The dynamic height is computed by dividing the NAVD 88
 OY0334.geopotential number by the normal gravity value computed on the
 OY0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0334.degrees latitude (g = 980.6199 gals.).
 OY0334
 OY0334.The modeled gravity was interpolated from observed gravity values.
 OY0334
 OY0334;                    North         East     Units Scale Factor Converg.
 OY0334;SPC ID E     -   156,067.093   180,845.151   MT  0.99995188   -0 09 38.2
 OY0334;UTM  12      - 4,769,707.327   385,868.267   MT  0.99976024   -0 57 26.8
 OY0334
 OY0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0334!SPC ID E     -   0.99978902  x   0.99995188  =   0.99974091
 OY0334!UTM  12      -   0.99978902  x   0.99976024  =   0.99954931
 OY0334
 OY0334:                Primary Azimuth Mark                     Grid Az
 OY0334:SPC ID E     -  K 96                                     012 49 20.1
 OY0334:UTM  12      -  K 96                                     013 37 08.7
 OY0334
 OY0334|---------------------------------------------------------------------|
 OY0334| PID    Reference Object                     Distance      Geod. Az  |
 OY0334|                                                           dddmmss.s |
 OY0334| OY0335 K 96                                               0123941.9 |
 OY0334|---------------------------------------------------------------------|
 OY0334
 OY0334                          SUPERSEDED SURVEY CONTROL
 OY0334
 OY0334  NAD 83(1986)-  43 04 17.35954(N)    112 24 06.69001(W) AD(       ) 2
 OY0334  NAD 27      -  43 04 17.66700(N)    112 24 03.77160(W) AD(       ) 2
 OY0334  NGVD 29 (??/??/92) 1357.182  (m)         4452.69   (f) ADJ UNCH    2 0
 OY0334
 OY0334.Superseded values are not recommended for survey control.
 OY0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0334.See file dsdata.txt to determine how the superseded data were derived.
 OY0334
 OY0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8586869707(NAD 83)
 OY0334_MARKER: DE = TRAVERSE STATION DISK
 OY0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0334_SP_SET: OVERPASS
 OY0334_STAMPING: IDA 15-92 1960
 OY0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0334
 OY0334  HISTORY     - Date     Condition        Report By
 OY0334  HISTORY     - 1959     MONUMENTED       CGS
 OY0334  HISTORY     - 1960     GOOD             CGS
 OY0334
 OY0334                          STATION DESCRIPTION
 OY0334
 OY0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0334'8.75 MI S FROM BLACKFOOT.
 OY0334'3.4 MILES SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0334'HIGHWAY 26 AT BLACKFOOT TO INTERSTATE HIGHWAY 15, THENCE 5.35 MILES
 OY0334'SOUTH ON 15 TO A OVERPASS, SET IN A DRILL HOLE IN THE SOUTHEAST CORNER
 OY0334'OF THE OVERPASS FLOOR AND 30 INCHES WEST OF THE EAST EDGE OF THE
 OY0334'BRIDGE FLOOR.
 OY0334
 OY0334                          STATION RECOVERY (1960)
 OY0334
 OY0334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 OY0334'THE STATION IS LOCATED ABOUT 2-3/4 MILES, AIRLINE, NORTHEAST
 OY0334'OF FORT HALL, AT THE EAST END OF AN OVERPASS.
 OY0334'
 OY0334'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FORT HALL,
 OY0334'GO NORTH ON U.S. HIGHWAY 91 FOR 0.5 MILE TO THE INTERSECTION
 OY0334'OF SHEEPSKIN ROAD.  TURN RIGHT AND GO EAST ON SHEEPSKING ROAD
 OY0334'FOR 0.6 MILE.  TURN LEFT AND FOLLOW THE NORTH BOUND TRAFFIC
 OY0334'LANE FOR 2.5 MILES TO AN OVERPASS AND THE STATION.
 OY0334'
 OY0334'THE STATION MARK IS A STANDARD BRONZE TRAVERSE DISK STAMPED
 OY0334'IDA 15-92 1960, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 OY0334'CORNER OF THE OVERPASS FLOOR.  MARK IS 30 INCHES WEST OF THE
 OY0334'EAST EDGE OF THE BRIDGE FLOOR AND 30 INCHES NORTH OF THE SOUTH
 OY0334'BANISTER CURBING, JUST NORTHWEST OF THE SOUTHEAST CONCRETE
 OY0334'ABUTMENT.
 OY0334'
 OY0334'TO REACH THE NORTH AZIMUTH FROM THE STATION, CONTINUE NORTH FOR
 OY0334'0.9 MILE TO THE MARK ON THE RIGHT.
 OY0334'
 OY0334'THE AZIMUTH MARK IS A STANDARD BRONZE BENCHMARK STAMPED K-96
 OY0334'1960, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH
 OY0334'PROJECTS 12 INCHES ABOVE GROUND LEVEL.  MARK 90 FEET EAST OF THE
 OY0334'NORTH BOUND TRAFFIC LANE AND 6 FEET NORTH OF A METAL WITNESS
 OY0334'POST.
 OY0334'
 OY0334'TO REACH THE SOUTH AZIMUTH FROM THE STATION GO SOUTH FOR
 OY0334'0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OY0334'
 OY0334'THE AZIMUTH MARK IS A STANDARD BRONZE BENCHMARK STAMPED
 OY0334'J-96 1960, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH
 OY0334'PROJECTS 10 INCHES ABOVE GROUND LEVEL.  MARK IS 90 FEET EAST
 OY0334'OF THE NORTH BOUND TRAFFIC LANE AND 3 FEET SOUTHWEST OF A
 OY0334'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0337 ***********************************************************************
 OY0337  DESIGNATION -  IDA 15 93
 OY0337  PID         -  OY0337
 OY0337  STATE/COUNTY-  ID/BINGHAM
 OY0337  USGS QUAD   -  FORT HALL (1971)
 OY0337
 OY0337                         *CURRENT SURVEY CONTROL
 OY0337  ___________________________________________________________________
 OY0337* NAD 83(1992)-  43 06 14.11723(N)    112 23 32.02150(W)     ADJUSTED  
 OY0337* NAVD 88     -      1376.258  (meters)    4515.27   (feet)  ADJUSTED  
 OY0337  ___________________________________________________________________
 OY0337  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 OY0337  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 OY0337  DYNAMIC HT  -        1375.509 (meters)    4512.82  (feet)  COMP
 OY0337  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 OY0337
 OY0337  HORZ ORDER  -  SECOND
 OY0337  VERT ORDER  -  SECOND    CLASS 0
 OY0337
 OY0337.The horizontal coordinates were established by classical geodetic methods
 OY0337.and adjusted by the National Geodetic Survey in July 1992..
 OY0337
 OY0337.The orthometric height was determined by differential leveling
 OY0337.and adjusted by the National Geodetic Survey in June 1991..
 OY0337
 OY0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0337
 OY0337.The geoid height was determined by GEOID03.
 OY0337
 OY0337.The dynamic height is computed by dividing the NAVD 88
 OY0337.geopotential number by the normal gravity value computed on the
 OY0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0337.degrees latitude (g = 980.6199 gals.).
 OY0337
 OY0337.The modeled gravity was interpolated from observed gravity values.
 OY0337
 OY0337;                    North         East     Units Scale Factor Converg.
 OY0337;SPC ID E     -   159,667.671   181,639.485   MT  0.99995151   -0 09 14.9
 OY0337;UTM  12      - 4,773,295.815   386,712.449   MT  0.99975788   -0 57 05.2
 OY0337
 OY0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0337!SPC ID E     -   0.99978619  x   0.99995151  =   0.99973771
 OY0337!UTM  12      -   0.99978619  x   0.99975788  =   0.99954412
 OY0337
 OY0337|---------------------------------------------------------------------|
 OY0337| PID    Reference Object                     Distance      Geod. Az  |
 OY0337|                                                           dddmmss.s |
 OY0337| OY0860 I15 STA 851+70 150RT 40              23.137 METERS 01144     |
 OY0337| OY0859 I15 STA 850+90 150LT 40               1.260 METERS 24535     |
 OY0337| OY0851 BEACON 15                           APPROX. 1.5 KM 2611028.6 |
 OY0337| OY0338 IDA 15 93 RM 1                       13.121 METERS 31452     |
 OY0337|---------------------------------------------------------------------|
 OY0337
 OY0337                          SUPERSEDED SURVEY CONTROL
 OY0337
 OY0337  NAD 83(1986)-  43 06 14.11164(N)    112 23 32.00628(W) AD(       ) 2
 OY0337  NAD 27      -  43 06 14.41610(N)    112 23 29.08900(W) AD(       ) 2
 OY0337  NGVD 29 (??/??/92) 1375.218  (m)         4511.86   (f) ADJ UNCH    2 0
 OY0337
 OY0337.Superseded values are not recommended for survey control.
 OY0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0337.See file dsdata.txt to determine how the superseded data were derived.
 OY0337
 OY0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8671273296(NAD 83)
 OY0337_MARKER: DS = TRIANGULATION STATION DISK
 OY0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0337_STAMPING: IDA 15-93 1959
 OY0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0337+STABILITY: SURFACE MOTION
 OY0337
 OY0337  HISTORY     - Date     Condition        Report By
 OY0337  HISTORY     - 1959     MONUMENTED       CGS
 OY0337  HISTORY     - 1960     GOOD             NGS
 OY0337
 OY0337                          STATION DESCRIPTION
 OY0337
 OY0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0337'THE STATION IS 6.5 MILES SOUTHWEST OF BLACKFOOT, 1.3 MILES EAST
 OY0337'OF THE GIBSON RAILROAD SIDING, 150 FEET SOUTHEAST OF THE CENTER
 OY0337'LINE OF THE INTERSTATE ROUTE, 35 FEET SOUTHWEST OF THE CENTER
 OY0337'LINE OF THE GRAVELED ROAD WHICH CROSSES THE INTERSTATE ROUTE, 4.6
 OY0337'FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND 3.7 FEET
 OY0337'EAST OF THE CORNER OF THE RIGHT OF WAY FENCE AT THE SOUTHEAST
 OY0337'END OF THE OVERPASS.
 OY0337'
 OY0337'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 91
 OY0337'AND 191 IN BLACKFOOT, PROCEED SOUTHWEST ALONG U.S. HIGHWAYS 91
 OY0337'AND 191 FOR 6.6 MILES TO A SIDE ROAD LEFT, TURN LEFT, EAST,
 OY0337'CROSSING THE RAILROAD TRACKS THENCE SOUTH FOR 0.1 MILE TO A
 OY0337'PAVED ROAD EAST, TURN LEFT, EAST, ALONG THE PAVED ROAD FOR 0.9
 OY0337'TO A POINT WHERE THE PAVED ROAD BEARS NORTH AND A GRAVEL ROAD
 OY0337'GOES STRAIGHT AHEAD, KEEP THE GRAVELED ROAD EAST AND SOUTHEAST
 OY0337'FOR 0.4 MILE TO THE SOUTHEAST END OF THE OVERPASS AND THE
 OY0337'STATION SITE ON THE RIGHT.
 OY0337'
 OY0337'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-93 1959 IS A
 OY0337'STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 OY0337'PROJECTING 5 INCHES.
 OY0337'
 OY0337'REFERENCE MARK 1, STAMPED IDA 15-93 NO 1 1959, IS A STANDARD
 OY0337'DISK SET IN A DRILL HOLE IN THE SOUTH CORNER OF THE SOUTHEAST
 OY0337'BRIDGE ABUTMENT ON THE TOP OF THE CURBING.
 OY0337'
 OY0337'STATION 851+70 (REFERENCE MARK 2) IS A BRONZE DISK SET IN THE
 OY0337'TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.  IT IS
 OY0337'AN IDAHO STATE HIGHWAY RIGHT OF WAY MONUMENT AND STAMPED 851+70
 OY0337'150 40 WITH A CROSS MARKED OFF CENTER.  IT IS 150 FEET SOUTHEAST
 OY0337'OF THE CENTER LINE OF THE INTERSTATE ROUTE, 40 FEET NORTHEAST
 OY0337'OF THE CENTER LINE OF THE GRAVELED ROAD WHERE IT COMES OVER THE
 OY0337'OVERPASS AND 1.3 FEET EAST OF THE RIGHT OF WAY FENCE CORNER.
 OY0337'
 OY0337'STATION 850+90 (REFERENCE MARK 3) IS A BRONZE DISK SET IN THE
 OY0337'TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.  IT IS
 OY0337'AN IDAHO STATE HIGHWAY RIGHT OF WAY MONUMENT AND STAMPED 850+90
 OY0337'150 40 WITH A CROSS MARKED OFF CENTER.  IT IS 150 FEET SOUTHEAST
 OY0337'OF THE CENTER LINE OF THE INTERSTATE ROUTE, 40 FEET SOUTHWEST
 OY0337'OF THE CENTER LINE OF THE GRAVELED ROAD WHERE IT COMES OVER THE
 OY0337'OVERPASS AND 1.2 FEET SOUTH OF THE RIGHT OF WAY FENCE CORNER.
 OY0337'
 OY0337'A 2-WHEEL DRIVE STATION.
 OY0337
 OY0337                          STATION RECOVERY (1960)
 OY0337
 OY0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 OY0337'6.5 MI S FROM BLACKFOOT.
 OY0337'3.4 MILES SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0337'HIGHWAY 26 AT BLACKFOOT TO INTERSTATE HIGHWAY 15, THENCE 3.1 MILES
 OY0337'SOUTH ON 15 TO A OVERPASS, 43 FEET SOUTHEAST OF THE SOUTHEAST CONCRETE
 OY0337'ABUTMENT OF THE OVERPASS, 43 FEET SOUTHEAST OF R.M. 1, 4.7 FEET
 OY0337'SOUTHEAST OF A METAL WITNESS POST WITH SIGN, 3.5 FEET NORTH OF A FENCE
 OY0337'CORNER, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0338 ***********************************************************************
 OY0338  DESIGNATION -  IDA 15 93 RM 1
 OY0338  PID         -  OY0338
 OY0338  STATE/COUNTY-  ID/BINGHAM
 OY0338  USGS QUAD   -  FORT HALL (1971)
 OY0338
 OY0338                         *CURRENT SURVEY CONTROL
 OY0338  ___________________________________________________________________
 OY0338* NAD 83(1986)-  43 06 14.     (N)    112 23 32.     (W)     SCALED    
 OY0338* NAVD 88     -      1375.936  (meters)    4514.22   (feet)  ADJUSTED  
 OY0338  ___________________________________________________________________
 OY0338  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 OY0338  DYNAMIC HT  -        1375.187 (meters)    4511.76  (feet)  COMP
 OY0338  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 OY0338
 OY0338  VERT ORDER  -  SECOND    CLASS 0
 OY0338
 OY0338.The horizontal coordinates were scaled from a topographic map and have
 OY0338.an estimated accuracy of +/- 6 seconds.
 OY0338
 OY0338.The orthometric height was determined by differential leveling
 OY0338.and adjusted by the National Geodetic Survey in June 1991..
 OY0338
 OY0338.The geoid height was determined by GEOID03.
 OY0338
 OY0338.The dynamic height is computed by dividing the NAVD 88
 OY0338.geopotential number by the normal gravity value computed on the
 OY0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0338.degrees latitude (g = 980.6199 gals.).
 OY0338
 OY0338.The modeled gravity was interpolated from observed gravity values.
 OY0338
 OY0338;                    North         East    Units  Estimated Accuracy
 OY0338;SPC ID E     -   159,660.      181,640.      MT  (+/- 180 meters Scaled)
 OY0338
 OY0338                          SUPERSEDED SURVEY CONTROL
 OY0338
 OY0338  NGVD 29 (??/??/92) 1374.896  (m)         4510.80   (f) ADJ UNCH    2 0
 OY0338
 OY0338.Superseded values are not recommended for survey control.
 OY0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0338.See file dsdata.txt to determine how the superseded data were derived.
 OY0338
 OY0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN867732(NAD 83)
 OY0338_MARKER: DR = REFERENCE MARK DISK
 OY0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0338_SP_SET: ABUTMENT
 OY0338_STAMPING: IDA 15-93 NO 1 1959
 OY0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0338
 OY0338  HISTORY     - Date     Condition        Report By
 OY0338  HISTORY     - 1959     MONUMENTED       CGS
 OY0338  HISTORY     - 1960     GOOD             NGS
 OY0338
 OY0338                          STATION DESCRIPTION
 OY0338
 OY0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0338'6.5 MI S FROM BLACKFOOT.
 OY0338'3.4 MILES SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0338'HIGHWAY 26 AT BLACKFOOT TO INTERSTATE HIGHWAY 15, THENCE 3.1 MILES
 OY0338'SOUTH ON 15 TO A OVERPASS, 13 FEET SOUTH OF THE CENTERLINE OF THE
 OY0338'OVERPASS, SET IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT AND ABOUT 6
 OY0338'INCHES ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0343 ***********************************************************************
 OY0343  DESIGNATION -  IDA 15 94
 OY0343  PID         -  OY0343
 OY0343  STATE/COUNTY-  ID/BINGHAM
 OY0343  USGS QUAD   -  MORELAND (1971)
 OY0343
 OY0343                         *CURRENT SURVEY CONTROL
 OY0343  ___________________________________________________________________
 OY0343* NAD 83(1992)-  43 08 18.12648(N)    112 23 17.90132(W)     ADJUSTED  
 OY0343* NAVD 88     -      1371.044  (meters)    4498.17   (feet)  ADJUSTED  
 OY0343  ___________________________________________________________________
 OY0343  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 OY0343  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 OY0343  DYNAMIC HT  -        1370.297 (meters)    4495.72  (feet)  COMP
 OY0343  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 OY0343
 OY0343  HORZ ORDER  -  SECOND
 OY0343  VERT ORDER  -  SECOND    CLASS 0
 OY0343
 OY0343.The horizontal coordinates were established by classical geodetic methods
 OY0343.and adjusted by the National Geodetic Survey in July 1992..
 OY0343
 OY0343.The orthometric height was determined by differential leveling
 OY0343.and adjusted by the National Geodetic Survey in June 1991..
 OY0343
 OY0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0343
 OY0343.The geoid height was determined by GEOID03.
 OY0343
 OY0343.The dynamic height is computed by dividing the NAVD 88
 OY0343.geopotential number by the normal gravity value computed on the
 OY0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0343.degrees latitude (g = 980.6199 gals.).
 OY0343
 OY0343.The modeled gravity was interpolated from observed gravity values.
 OY0343
 OY0343;                    North         East     Units Scale Factor Converg.
 OY0343;SPC ID E     -   163,493.514   181,968.873   MT  0.99995137   -0 09 05.6
 OY0343;UTM  12      - 4,777,115.961   387,094.986   MT  0.99975681   -0 56 57.7
 OY0343
 OY0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0343!SPC ID E     -   0.99978700  x   0.99995137  =   0.99973839
 OY0343!UTM  12      -   0.99978700  x   0.99975681  =   0.99954387
 OY0343
 OY0343:                Primary Azimuth Mark                     Grid Az
 OY0343:SPC ID E     -  BLACKFOOT RADIO STA KBLI MAST            025 03 24.7
 OY0343:UTM  12      -  BLACKFOOT RADIO STA KBLI MAST            025 51 16.8
 OY0343
 OY0343|---------------------------------------------------------------------|
 OY0343| PID    Reference Object                     Distance      Geod. Az  |
 OY0343|                                                           dddmmss.s |
 OY0343| OY0841 BLACKFOOT RADIO STA KBLI MAST       APPROX. 3.6 KM 0245419.1 |
 OY0343| OY0342 IDA 15 94 RM 1                        9.115 METERS 13647     |
 OY0343| OY0344 IDA 15 94 RM 2                       12.238 METERS 27403     |
 OY0343|---------------------------------------------------------------------|
 OY0343
 OY0343                          SUPERSEDED SURVEY CONTROL
 OY0343
 OY0343  NAD 83(1986)-  43 08 18.12007(N)    112 23 17.88632(W) AD(       ) 2
 OY0343  NAD 27      -  43 08 18.42320(N)    112 23 14.96820(W) AD(       ) 2
 OY0343  NGVD 29 (??/??/92) 1369.998  (m)         4494.74   (f) ADJ UNCH    2 0
 OY0343
 OY0343.Superseded values are not recommended for survey control.
 OY0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0343.See file dsdata.txt to determine how the superseded data were derived.
 OY0343
 OY0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8709577116(NAD 83)
 OY0343_MARKER: DE = TRAVERSE STATION DISK
 OY0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0343_SP_SET: ROADWAY
 OY0343_STAMPING: IDA 15-94 1959
 OY0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0343+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 OY0343
 OY0343  HISTORY     - Date     Condition        Report By
 OY0343  HISTORY     - 1959     MONUMENTED       CGS
 OY0343  HISTORY     - 1960     GOOD             NGS
 OY0343  HISTORY     - 20060414 GOOD             IDTD
 OY0343
 OY0343                          STATION DESCRIPTION
 OY0343
 OY0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0343'THE STATION IS ON THE FORT HALL INDIAN RESERVATION, IN THE
 OY0343'NORTHEAST CONCRETE SURFACE OF OVERPASS GS 7 WHICH SPANS THE
 OY0343'INTERSTATE HIGHWAY, ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF
 OY0343'BLACKFOOT AND 0.6 MILE EAST OF U.S. HIGHWAY 91 AND 191.
 OY0343'
 OY0343'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 26, 91
 OY0343'AND 191 IN BLACKFOOT, DRIVE SOUTHWEST ON U.S. HIGHWAYS 91 AND
 OY0343'191 FOR 4.5 MILES TO A MACADAM SURFACED SIDE ROAD ON THE LEFT.
 OY0343'TURN LEFT, CROSS OVER THE RAILROAD TRACKS AND DRIVE SOUTH FOR
 OY0343'0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND DRIVE EAST
 OY0343'ON THE MACADAM ROAD FOR 0.5 MILE TO THE EAST END OF AN OVERPASS
 OY0343'AND THE STATION.
 OY0343'
 OY0343'THE STATION MARK, STAMPED IDA 15-94 1959, IS A STANDARD DISK
 OY0343'CEMENTED IN A DRILL HOLE IN THE CONCRETE SURFACE OF THE ROAD OF
 OY0343'THE OVERPASS.  IT IS 23.5 FEET WEST OF THE NORTHEAST CORNER
 OY0343'OF THE OVERPASS AND 5.0 FEET SOUTH OF THE NORTH GUARD RAIL.
 OY0343'
 OY0343'REFERENCE MARK 1, STAMPED IDA 15-94 NO 1 1959, IS A STANDARD DISK
 OY0343'CEMENTED IN A DRILL HOLE IN THE SURFACE OF THE CONCRETE WALK AT
 OY0343'THE SOUTHEAST END OF THE OVERPASS.  IT IS 12 INCHES WEST OF THE
 OY0343'SOUTHEAST CORNER OF THE OVERPASS AND ABOUT THE SAME ELEVATION
 OY0343'AS THE STATION MARK.
 OY0343'
 OY0343'REFERENCE MARK 2, STAMPED IDA 15-94 NO 2 1959, IS A STANDARD DISK
 OY0343'CEMENTED IN A DRILL HOLE IN THE CONCRETE SURFACE OF THE ROAD OF THE
 OY0343'OVERPASS.  IT IS 6 INCHES SOUTH OF THE SOUTH EDGE OF THE NORTH
 OY0343'WALK OF THE OVERPASS AND ABOUT 10 INCHES HIGHER IN ELEVATION
 OY0343'THAN THE STATION MARK.
 OY0343
 OY0343                          STATION RECOVERY (1960)
 OY0343
 OY0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 OY0343'4.15 MI SW FROM BLACKFOOT.
 OY0343'3.4 MILES SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0343'HIGHWAY 26 AT BLACKFOOT TO INTERSTATE HIGHWAY 15, THENCE 0.75 MILES
 OY0343'SOUTH ON 15 TO A OVERPASS, 40.1 FEET EAST OF R.M. 2, 29.9 FEET
 OY0343'NORTHWEST OF R.M. 1, 13 FEET WEST OF THE EAST END OF THE OVERPASS, 8
 OY0343'FEET NORTH OF THE CENTERLINE OF THE OVERPASS, 3.1 FEET SOUTH OF THE
 OY0343'NORTH CURB, SET IN A DRILL HOLE IN THE CONCRETE ROADWAY.
 OY0343
 OY0343                          STATION RECOVERY (2006)
 OY0343
 OY0343'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 OY0343'MARK IS LOCATED IN THE WESTBOUND TRAVEL LANE OF THE COUNTY ROAD IN THE
 OY0343'DECK NEAR THE EAST END OF THE STRUCTURE. TRAFFIC CONTROL WOULD BE
 OY0343'NECESSARY IF IT WERE USED FOR LONG DURATION GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0342 ***********************************************************************
 OY0342  DESIGNATION -  IDA 15 94 RM 1
 OY0342  PID         -  OY0342
 OY0342  STATE/COUNTY-  ID/BINGHAM
 OY0342  USGS QUAD   -  MORELAND (1971)
 OY0342
 OY0342                         *CURRENT SURVEY CONTROL
 OY0342  ___________________________________________________________________
 OY0342* NAD 83(1986)-  43 08 18.     (N)    112 23 18.     (W)     SCALED    
 OY0342* NAVD 88     -      1371.165  (meters)    4498.56   (feet)  ADJUSTED  
 OY0342  ___________________________________________________________________
 OY0342  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 OY0342  DYNAMIC HT  -        1370.418 (meters)    4496.11  (feet)  COMP
 OY0342  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 OY0342
 OY0342  VERT ORDER  -  SECOND    CLASS 0
 OY0342
 OY0342.The horizontal coordinates were scaled from a topographic map and have
 OY0342.an estimated accuracy of +/- 6 seconds.
 OY0342
 OY0342.The orthometric height was determined by differential leveling
 OY0342.and adjusted by the National Geodetic Survey in June 1991..
 OY0342
 OY0342.The geoid height was determined by GEOID03.
 OY0342
 OY0342.The dynamic height is computed by dividing the NAVD 88
 OY0342.geopotential number by the normal gravity value computed on the
 OY0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0342.degrees latitude (g = 980.6199 gals.).
 OY0342
 OY0342.The modeled gravity was interpolated from observed gravity values.
 OY0342
 OY0342;                    North         East    Units  Estimated Accuracy
 OY0342;SPC ID E     -   163,490.      181,970.      MT  (+/- 180 meters Scaled)
 OY0342
 OY0342                          SUPERSEDED SURVEY CONTROL
 OY0342
 OY0342  NGVD 29 (??/??/92) 1370.119  (m)         4495.13   (f) ADJ UNCH    2 0
 OY0342
 OY0342.Superseded values are not recommended for survey control.
 OY0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0342.See file dsdata.txt to determine how the superseded data were derived.
 OY0342
 OY0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN870771(NAD 83)
 OY0342_MARKER: DR = REFERENCE MARK DISK
 OY0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0342_SP_SET: ABUTMENT
 OY0342_STAMPING: IDA 15-94 NO 1 1959
 OY0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0342+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 OY0342
 OY0342  HISTORY     - Date     Condition        Report By
 OY0342  HISTORY     - 1959     MONUMENTED       CGS
 OY0342  HISTORY     - 1960     GOOD             NGS
 OY0342  HISTORY     - 20060414 GOOD             IDTD
 OY0342
 OY0342                          STATION DESCRIPTION
 OY0342
 OY0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0342'4.15 MI SW FROM BLACKFOOT.
 OY0342'3.4 MILES SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0342'HIGHWAY 26 AT BLACKFOOT TO INTERSTATE HIGHWAY 15, THENCE 0.75 MILE
 OY0342'SOUTH ON 15 TO A OVERPASS, 11 FEET SOUTH OF THE CENTERLINE OF THE
 OY0342'OVERPASS, SET IN A DRILL HOLE IN THE SOUTHEAST CONCRETE ABUTMENT.
 OY0342
 OY0342                          STATION RECOVERY (2006)
 OY0342
 OY0342'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 OY0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0344 ***********************************************************************
 OY0344  DESIGNATION -  IDA 15 94 RM 2
 OY0344  PID         -  OY0344
 OY0344  STATE/COUNTY-  ID/BINGHAM
 OY0344  USGS QUAD   -  MORELAND (1971)
 OY0344
 OY0344                         *CURRENT SURVEY CONTROL
 OY0344  ___________________________________________________________________
 OY0344* NAD 83(1986)-  43 08 18.     (N)    112 23 18.     (W)     SCALED    
 OY0344* NAVD 88     -      1371.138  (meters)    4498.48   (feet)  ADJUSTED  
 OY0344  ___________________________________________________________________
 OY0344  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 OY0344  DYNAMIC HT  -        1370.391 (meters)    4496.02  (feet)  COMP
 OY0344  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 OY0344
 OY0344  VERT ORDER  -  SECOND    CLASS 0
 OY0344
 OY0344.The horizontal coordinates were scaled from a topographic map and have
 OY0344.an estimated accuracy of +/- 6 seconds.
 OY0344
 OY0344.The orthometric height was determined by differential leveling
 OY0344.and adjusted by the National Geodetic Survey in June 1991..
 OY0344
 OY0344.The geoid height was determined by GEOID03.
 OY0344
 OY0344.The dynamic height is computed by dividing the NAVD 88
 OY0344.geopotential number by the normal gravity value computed on the
 OY0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0344.degrees latitude (g = 980.6199 gals.).
 OY0344
 OY0344.The modeled gravity was interpolated from observed gravity values.
 OY0344
 OY0344;                    North         East    Units  Estimated Accuracy
 OY0344;SPC ID E     -   163,490.      181,970.      MT  (+/- 180 meters Scaled)
 OY0344
 OY0344                          SUPERSEDED SURVEY CONTROL
 OY0344
 OY0344  NGVD 29 (??/??/92) 1370.092  (m)         4495.04   (f) ADJ UNCH    2 0
 OY0344
 OY0344.Superseded values are not recommended for survey control.
 OY0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0344.See file dsdata.txt to determine how the superseded data were derived.
 OY0344
 OY0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN870771(NAD 83)
 OY0344_MARKER: DR = REFERENCE MARK DISK
 OY0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OY0344_SP_SET: ROADWAY
 OY0344_STAMPING: IDA 15-94 NO 2 1959
 OY0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0344+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 OY0344
 OY0344  HISTORY     - Date     Condition        Report By
 OY0344  HISTORY     - 1959     MONUMENTED       CGS
 OY0344  HISTORY     - 1960     GOOD             NGS
 OY0344  HISTORY     - 20060414 GOOD             IDTD
 OY0344
 OY0344                          STATION DESCRIPTION
 OY0344
 OY0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0344'4.15 MI SW FROM BLACKFOOT.
 OY0344'3.4 MILES SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0344'HIGHWAY 26 AT BLACKFOOT TO INTERSTATE HIGHWAY 15, THENCE 0.75 MILE
 OY0344'SOUTH ON 15 TO A OVERPASS, 0.6 FOOT SOUTH OF THE NORTH CURB, SET IN A
 OY0344'DRILL HOLE IN THE CONCRETE ROADWAY.
 OY0344
 OY0344                          STATION RECOVERY (2006)
 OY0344
 OY0344'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 OY0344'THE MARK IS IN THE DECK NEAR THE NORTH CURB NEAR THE EAST-WEST CENTER
 OY0344'OF THE STRUCTURE. TRAFFIC CONTROL WOULD BE REQUIRED TO DO LONG
 OY0344'DURATION GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0347 ***********************************************************************
 OY0347  DESIGNATION -  IDA 15 95
 OY0347  PID         -  OY0347
 OY0347  STATE/COUNTY-  ID/BINGHAM
 OY0347  USGS QUAD   -  MORELAND (1971)
 OY0347
 OY0347                         *CURRENT SURVEY CONTROL
 OY0347  ___________________________________________________________________
 OY0347* NAD 83(1992)-  43 09 19.88392(N)    112 22 54.41852(W)     ADJUSTED  
 OY0347* NAVD 88     -      1366.585  (meters)    4483.54   (feet)  ADJUSTED  
 OY0347  ___________________________________________________________________
 OY0347  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 OY0347  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 OY0347  DYNAMIC HT  -        1365.839 (meters)    4481.09  (feet)  COMP
 OY0347  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 OY0347
 OY0347  HORZ ORDER  -  SECOND
 OY0347  VERT ORDER  -  FIRST     CLASS I
 OY0347
 OY0347.The horizontal coordinates were established by classical geodetic methods
 OY0347.and adjusted by the National Geodetic Survey in July 1992..
 OY0347
 OY0347.The orthometric height was determined by differential leveling
 OY0347.and adjusted by the National Geodetic Survey in June 1991..
 OY0347
 OY0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0347
 OY0347.The geoid height was determined by GEOID03.
 OY0347
 OY0347.The dynamic height is computed by dividing the NAVD 88
 OY0347.geopotential number by the normal gravity value computed on the
 OY0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0347.degrees latitude (g = 980.6199 gals.).
 OY0347
 OY0347.The modeled gravity was interpolated from observed gravity values.
 OY0347
 OY0347;                    North         East     Units Scale Factor Converg.
 OY0347;SPC ID E     -   165,397.860   182,504.435   MT  0.99995113   -0 08 49.7
 OY0347;UTM  12      - 4,779,012.293   387,656.907   MT  0.99975526   -0 56 42.8
 OY0347
 OY0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0347!SPC ID E     -   0.99978770  x   0.99995113  =   0.99973884
 OY0347!UTM  12      -   0.99978770  x   0.99975526  =   0.99954301
 OY0347
 OY0347:                Primary Azimuth Mark                     Grid Az
 OY0347:SPC ID E     -  BLACKFOOT RADIO STA KBLI MAST            036 09 09.1
 OY0347:UTM  12      -  BLACKFOOT RADIO STA KBLI MAST            036 57 02.2
 OY0347
 OY0347|---------------------------------------------------------------------|
 OY0347| PID    Reference Object                     Distance      Geod. Az  |
 OY0347|                                                           dddmmss.s |
 OY0347| OY0841 BLACKFOOT RADIO STA KBLI MAST       APPROX. 1.7 KM 0360019.4 |
 OY0347| OY0348 IDA 15 95 RM 1                       15.320 METERS 03828     |
 OY0347| OY0346 IDA 15 95 RM 2                       14.846 METERS 22049     |
 OY0347|---------------------------------------------------------------------|
 OY0347
 OY0347                          SUPERSEDED SURVEY CONTROL
 OY0347
 OY0347  NAD 83(1986)-  43 09 19.87733(N)    112 22 54.40368(W) AD(       ) 2
 OY0347  NAD 27      -  43 09 20.18090(N)    112 22 51.48500(W) AD(       ) 2
 OY0347  NGVD 29 (08/20/92) 1365.533  (m)         4480.09   (f) ADJUSTED    1 1
 OY0347
 OY0347.Superseded values are not recommended for survey control.
 OY0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0347.See file dsdata.txt to determine how the superseded data were derived.
 OY0347
 OY0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8765779012(NAD 83)
 OY0347_MARKER: DS = TRIANGULATION STATION DISK
 OY0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0347_STAMPING: IDA 15-95 1959
 OY0347_MARK LOGO: CGS   
 OY0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0347+STABILITY: SURFACE MOTION
 OY0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0347+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 OY0347
 OY0347  HISTORY     - Date     Condition        Report By
 OY0347  HISTORY     - 1959     MONUMENTED       CGS
 OY0347  HISTORY     - 1960     GOOD             NGS
 OY0347  HISTORY     - 1967     GOOD             NGS
 OY0347  HISTORY     - 1983     GOOD             NGS
 OY0347  HISTORY     - 20060414 GOOD             IDTD
 OY0347
 OY0347                          STATION DESCRIPTION
 OY0347
 OY0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0347'THE STATION IS 3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 AND
 OY0347'191 FROM THE JUNCTION OF U.S. HIGHWAY 26 AT BLACKFOOT, 56 FEET
 OY0347'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.8 FEET SOUTHWEST
 OY0347'OF A METAL WITNESS POST WITH SIGN AND 2.8 FEET SOUTHEAST OF
 OY0347'A NORTHEAST-SOUTHWEST FENCE LINE.
 OY0347'
 OY0347'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-95 1959, IS
 OY0347'A STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES.
 OY0347'
 OY0347'REFERENCE MARK NO. 1, STAMPED IDA 15-95 NO 1 1959, IS A STANDARD DISK
 OY0347'SET IN A SQUARE CONCRETE POST PROJECTING 8 INCHES, 56 FEET NORTHWEST
 OY0347'OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 FEET SOUTHEAST OF A FENCE
 OY0347'LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 OY0347'
 OY0347'REFERENCE MARK NO. 2, STAMPED IDA 15-95 NO 2 1959, IS A STANDARD
 OY0347'DISK SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES, 56 FEET
 OY0347'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 FEET
 OY0347'SOUTHEAST OF A FENCE LINE AND ABOUT THE SAME ELEVATION AS THE
 OY0347'STATION.
 OY0347'
 OY0347'2-WHEEL DRIVE
 OY0347
 OY0347                          STATION RECOVERY (1960)
 OY0347
 OY0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 OY0347'3.0 MI SW FROM BLACKFOOT.
 OY0347'3.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0347'AT BLACKFOOT, 3 1/2 POLES NORTH AND ACROSS THE TRACK FROM MILEPOLE
 OY0347'155, 129 FEET NORTHWEST AND ACROSS U.S. HIGHWAY 91 AND 191 FROM THE
 OY0347'NORTHWEST RAIL, 56 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 OY0347'65 1/2 FEET NORTH OF A TELEPHONE POLE, 12 FEET SOUTHEAST OF THE EAST
 OY0347'ONE OF EIGHT 6-BY 6-INCH POSTS SUPPORTING A LARGE SIGN, 2.7 FEET
 OY0347'SOUTHEAST OF A FENCE, 4.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1
 OY0347'1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OY0347'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0347
 OY0347                          STATION RECOVERY (1967)
 OY0347
 OY0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0347'RECOVERED IN GOOD CONDITION.
 OY0347
 OY0347                          STATION RECOVERY (1983)
 OY0347
 OY0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0347'RECOVERED IN GOOD CONDITION.
 OY0347
 OY0347                          STATION RECOVERY (2006)
 OY0347
 OY0347'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 OY0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0348 ***********************************************************************
 OY0348  DESIGNATION -  IDA 15 95 RM 1
 OY0348  PID         -  OY0348
 OY0348  STATE/COUNTY-  ID/BINGHAM
 OY0348  USGS QUAD   -  MORELAND (1971)
 OY0348
 OY0348                         *CURRENT SURVEY CONTROL
 OY0348  ___________________________________________________________________
 OY0348* NAD 83(1986)-  43 09 19.     (N)    112 22 54.     (W)     SCALED    
 OY0348* NAVD 88     -      1366.454  (meters)    4483.11   (feet)  ADJUSTED  
 OY0348  ___________________________________________________________________
 OY0348  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 OY0348  DYNAMIC HT  -        1365.707 (meters)    4480.66  (feet)  COMP
 OY0348  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 OY0348
 OY0348  VERT ORDER  -  FIRST     CLASS I
 OY0348
 OY0348.The horizontal coordinates were scaled from a topographic map and have
 OY0348.an estimated accuracy of +/- 6 seconds.
 OY0348
 OY0348.The orthometric height was determined by differential leveling
 OY0348.and adjusted by the National Geodetic Survey in June 1991..
 OY0348
 OY0348.The geoid height was determined by GEOID03.
 OY0348
 OY0348.The dynamic height is computed by dividing the NAVD 88
 OY0348.geopotential number by the normal gravity value computed on the
 OY0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0348.degrees latitude (g = 980.6199 gals.).
 OY0348
 OY0348.The modeled gravity was interpolated from observed gravity values.
 OY0348
 OY0348;                    North         East    Units  Estimated Accuracy
 OY0348;SPC ID E     -   165,370.      182,510.      MT  (+/- 180 meters Scaled)
 OY0348
 OY0348                          SUPERSEDED SURVEY CONTROL
 OY0348
 OY0348  NGVD 29 (??/??/92) 1365.401  (m)         4479.65   (f) ADJ UNCH    1 1
 OY0348
 OY0348.Superseded values are not recommended for survey control.
 OY0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0348.See file dsdata.txt to determine how the superseded data were derived.
 OY0348
 OY0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN876789(NAD 83)
 OY0348_MARKER: DR = REFERENCE MARK DISK
 OY0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0348_STAMPING: IDA 15-95 NO 1 1959
 OY0348_MARK LOGO: CGS   
 OY0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0348+STABILITY: SURFACE MOTION
 OY0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0348+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 OY0348
 OY0348  HISTORY     - Date     Condition        Report By
 OY0348  HISTORY     - 1959     MONUMENTED       CGS
 OY0348  HISTORY     - 1960     GOOD             NGS
 OY0348  HISTORY     - 1967     GOOD             NGS
 OY0348  HISTORY     - 1983     GOOD             NGS
 OY0348  HISTORY     - 20060414 GOOD             IDTD
 OY0348
 OY0348                          STATION DESCRIPTION
 OY0348
 OY0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0348'3.0 MI SW FROM BLACKFOOT.
 OY0348'3.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0348'AT BLACKFOOT, 3 1/2 POLES NORTH AND ACROSS THE TRACK FROM MILEPOLE
 OY0348'155, 130.3 FEET NORTHWEST AND ACROSS U.S. HIGHWAY 91 AND 191 FROM THE
 OY0348'NORTHWEST RAIL, 56 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 OY0348'HIGHWAY, 50.28 FEET NORTHEAST OF TRIANGULATION STATION IDA 15-95, 2.3
 OY0348'FEET SOUTHEAST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT
 OY0348'LEVEL WITH THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 OY0348'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0348
 OY0348                          STATION RECOVERY (1967)
 OY0348
 OY0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0348'RECOVERED IN GOOD CONDITION.
 OY0348
 OY0348                          STATION RECOVERY (1983)
 OY0348
 OY0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0348'RECOVERED IN GOOD CONDITION.
 OY0348
 OY0348                          STATION RECOVERY (2006)
 OY0348
 OY0348'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 OY0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0346 ***********************************************************************
 OY0346  DESIGNATION -  IDA 15 95 RM 2
 OY0346  PID         -  OY0346
 OY0346  STATE/COUNTY-  ID/BINGHAM
 OY0346  USGS QUAD   -  MORELAND (1971)
 OY0346
 OY0346                         *CURRENT SURVEY CONTROL
 OY0346  ___________________________________________________________________
 OY0346* NAD 83(1986)-  43 09 19.     (N)    112 22 54.     (W)     SCALED    
 OY0346* NAVD 88     -      1366.524  (meters)    4483.34   (feet)  ADJUSTED  
 OY0346  ___________________________________________________________________
 OY0346  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 OY0346  DYNAMIC HT  -        1365.778 (meters)    4480.89  (feet)  COMP
 OY0346  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 OY0346
 OY0346  VERT ORDER  -  FIRST     CLASS I
 OY0346
 OY0346.The horizontal coordinates were scaled from a topographic map and have
 OY0346.an estimated accuracy of +/- 6 seconds.
 OY0346
 OY0346.The orthometric height was determined by differential leveling
 OY0346.and adjusted by the National Geodetic Survey in June 1991..
 OY0346
 OY0346.The geoid height was determined by GEOID03.
 OY0346
 OY0346.The dynamic height is computed by dividing the NAVD 88
 OY0346.geopotential number by the normal gravity value computed on the
 OY0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0346.degrees latitude (g = 980.6199 gals.).
 OY0346
 OY0346.The modeled gravity was interpolated from observed gravity values.
 OY0346
 OY0346;                    North         East    Units  Estimated Accuracy
 OY0346;SPC ID E     -   165,370.      182,510.      MT  (+/- 180 meters Scaled)
 OY0346
 OY0346                          SUPERSEDED SURVEY CONTROL
 OY0346
 OY0346  NGVD 29 (??/??/92) 1365.471  (m)         4479.88   (f) ADJ UNCH    1 1
 OY0346
 OY0346.Superseded values are not recommended for survey control.
 OY0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0346.See file dsdata.txt to determine how the superseded data were derived.
 OY0346
 OY0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN876789(NAD 83)
 OY0346_MARKER: DR = REFERENCE MARK DISK
 OY0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0346_STAMPING: IDA 15-95 NO 2 1959
 OY0346_MARK LOGO: CGS   
 OY0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0346+STABILITY: SURFACE MOTION
 OY0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0346+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 OY0346
 OY0346  HISTORY     - Date     Condition        Report By
 OY0346  HISTORY     - 1959     MONUMENTED       CGS
 OY0346  HISTORY     - 1960     GOOD             NGS
 OY0346  HISTORY     - 1967     GOOD             NGS
 OY0346  HISTORY     - 1983     GOOD             NGS
 OY0346  HISTORY     - 20060414 GOOD             IDTD
 OY0346
 OY0346                          STATION DESCRIPTION
 OY0346
 OY0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0346'3.0 MI SW FROM BLACKFOOT.
 OY0346'3.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0346'AT BLACKFOOT, 3 1/2 POLES NORTH AND ACROSS THE TRACK FROM MILEPOLE
 OY0346'155, 130 FEET NORTHWEST AND ACROSS U.S. HIGHWAY 91 AND 191 FROM THE
 OY0346'NORTHWEST RAIL, 57 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 OY0346'48.65 FEET SOUTHWEST OF TRIANGULATION STATION IDA 15-59, 32 FEET
 OY0346'NORTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE HIGHWAY AND THE
 OY0346'STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OY0346'ABOVE THE GROUND.
 OY0346
 OY0346                          STATION RECOVERY (1967)
 OY0346
 OY0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0346'RECOVERED IN GOOD CONDITION.
 OY0346
 OY0346                          STATION RECOVERY (1983)
 OY0346
 OY0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0346'RECOVERED IN GOOD CONDITION.
 OY0346
 OY0346                          STATION RECOVERY (2006)
 OY0346
 OY0346'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 OY0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0326 ***********************************************************************
 OY0326  DESIGNATION -  IDA 15 96
 OY0326  PID         -  OY0326
 OY0326  STATE/COUNTY-  ID/BINGHAM
 OY0326  USGS QUAD   -  MORELAND (1971)
 OY0326
 OY0326                         *CURRENT SURVEY CONTROL
 OY0326  ___________________________________________________________________
 OY0326* NAD 83(1992)-  43 10 56.46209(N)    112 22 54.26866(W)     ADJUSTED  
 OY0326* NAVD 88     -      1368.782  (meters)    4490.75   (feet)  ADJUSTED  
 OY0326  ___________________________________________________________________
 OY0326  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 OY0326  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 OY0326  DYNAMIC HT  -        1368.035 (meters)    4488.29  (feet)  COMP
 OY0326  MODELED GRAV-     980,026.3   (mgal)                       NAVD 88
 OY0326
 OY0326  HORZ ORDER  -  SECOND
 OY0326  VERT ORDER  -  SECOND    CLASS 0
 OY0326
 OY0326.The horizontal coordinates were established by classical geodetic methods
 OY0326.and adjusted by the National Geodetic Survey in July 1992..
 OY0326
 OY0326.The orthometric height was determined by differential leveling
 OY0326.and adjusted by the National Geodetic Survey in June 1991..
 OY0326
 OY0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0326
 OY0326.The geoid height was determined by GEOID03.
 OY0326
 OY0326.The dynamic height is computed by dividing the NAVD 88
 OY0326.geopotential number by the normal gravity value computed on the
 OY0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0326.degrees latitude (g = 980.6199 gals.).
 OY0326
 OY0326.The modeled gravity was interpolated from observed gravity values.
 OY0326
 OY0326;                    North         East     Units Scale Factor Converg.
 OY0326;SPC ID E     -   168,378.099   182,515.475   MT  0.99995113   -0 08 49.9
 OY0326;UTM  12      - 4,781,991.505   387,709.456   MT  0.99975511   -0 56 44.4
 OY0326
 OY0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0326!SPC ID E     -   0.99978736  x   0.99995113  =   0.99973850
 OY0326!UTM  12      -   0.99978736  x   0.99975511  =   0.99954252
 OY0326
 OY0326|---------------------------------------------------------------------|
 OY0326| PID    Reference Object                     Distance      Geod. Az  |
 OY0326|                                                           dddmmss.s |
 OY0326| OY0325 IDA 15 96 RM 1                       10.895 METERS 08817     |
 OY0326| OY0324 IDA 15 96 AZ MK                                    0893754.7 |
 OY0326| OY0846 BLACKFOOT SOUTH MUNICIPAL TANK      APPROX. 2.3 KM 0942952.3 |
 OY0326| OY0841 BLACKFOOT RADIO STA KBLI MAST       APPROX. 1.9 KM 1490110.4 |
 OY0326| OY0327 IDA 15 96 RM 2                       11.075 METERS 26642     |
 OY0326|---------------------------------------------------------------------|
 OY0326
 OY0326                          SUPERSEDED SURVEY CONTROL
 OY0326
 OY0326  NAD 83(1986)-  43 10 56.45531(N)    112 22 54.25397(W) AD(       ) 2
 OY0326  NAD 27      -  43 10 56.75870(N)    112 22 51.33400(W) AD(       ) 2
 OY0326  NGVD 29 (??/??/92) 1367.733  (m)         4487.30   (f) ADJ UNCH    2 0
 OY0326
 OY0326.Superseded values are not recommended for survey control.
 OY0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0326.See file dsdata.txt to determine how the superseded data were derived.
 OY0326
 OY0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8770981992(NAD 83)
 OY0326_MARKER: DE = TRAVERSE STATION DISK
 OY0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0326_STAMPING: IDA 15-96 1959
 OY0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0326+STABILITY: SURFACE MOTION
 OY0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0326+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 OY0326
 OY0326  HISTORY     - Date     Condition        Report By
 OY0326  HISTORY     - 1959     MONUMENTED       CGS
 OY0326  HISTORY     - 1959     GOOD             CGS
 OY0326  HISTORY     - 20060414 GOOD             IDTD
 OY0326
 OY0326                          STATION DESCRIPTION
 OY0326
 OY0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0326'THE STATION IS ABOUT 2 MILES SOUTHWEST OF BLACKFOOT, 200 FEET WEST
 OY0326'OF A INTERSECTION WHERE A PAVED ROAD TURNS SOUTH, (RIVERTON ROAD),
 OY0326'150 FEET WEST OF A GATE AND ON THE WEST BANK OF A SMALL IRRIGATION
 OY0326'DITCH.
 OY0326'
 OY0326'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 191, 91 AND 26 AT
 OY0326'BLACKFOOT GO SOUTHWEST ON U.S. HIGHWAYS 191 AND 91 FOR 0.7
 OY0326'MILE TO RIVERTON ROAD.  TURN RIGHT, WEST, ON RIVERTON ROAD AND GO
 OY0326'0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON
 OY0326'THE PAVED ROAD FOR 0.5 MILE TO WHERE THE PAVED ROAD TURNS SOUTH,
 OY0326'THENCE WEST ABOUT 200 FEET ON TRACK ROAD TO THE STATION ON
 OY0326'THE RIGHT.
 OY0326'
 OY0326'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-96 1959,
 OY0326'IS A STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST
 OY0326'PROJECTING 4 INCHES, 10 FEET NORTH OF A TRACK ROAD, 4 FEET
 OY0326'NORTHEAST OF A METAL WITNESS POST WITH SIGN AND 3.7 FEET NORTH
 OY0326'OF A EAST-WEST FENCE LINE.
 OY0326'
 OY0326'REFERENCE MARK NO. 1, STAMPED IDA 15-96 NO 1 1959, IS A STANDARD
 OY0326'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES, 1.7
 OY0326'FEET NORTH OF A EAST-WEST FENCE LINE AND ABOUT 1 FOOT LOWER THAN
 OY0326'THE STATION.
 OY0326'
 OY0326'REFERENCE MARK NO. 2, STAMPED IDA 15-96 NO 2 1959, IS A STANDARD
 OY0326'DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES, 1.6
 OY0326'FEET NORTH OF A EAST-WEST FENCE LINE AND ABOUT 1 FOOT LOWER THAN
 OY0326'THE STATION.
 OY0326'
 OY0326'THE AZIMUTH MARK, STAMPED IDA 15-96 1959, IS A STANDARD DISK
 OY0326'SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES, 24-1/2 FEET
 OY0326'NORTH OF THE CENTERLINE OF RIVERTON ROAD, 14 FEET WEST OF A
 OY0326'PRIVATE DRIVEWAY, 5.3 FEET NORTHEAST OF A MAIL BOX AND 2.8
 OY0326'FEET EAST OF A METAL WITNESS POST WITH SIGN.  TO REACH FROM THE
 OY0326'STATION GO EAST ON RIVERTON ROAD 0.5 MILE TO THE MARK ON THE
 OY0326'LEFT.
 OY0326'
 OY0326'2-WHEEL DRIVE
 OY0326
 OY0326                          STATION RECOVERY (1959)
 OY0326
 OY0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OY0326'2.1 MI W FROM BLACKFOOT.
 OY0326'0.7 MILE SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0326'HIGHWAY 191, 91 AND 26 AT BLACKFOOT TO RIVERTON ROAD, THENCE 1.4 MILES
 OY0326'WEST ON RIVERTON ROAD TO WHERE IT TURNS DUE SOUTH.  CONTINUE STRAIGHT
 OY0326'AHEAD ABOUT 200 FEET, 36.34 FEET EAST OF R.M. 2, 35.75 FEET WEST OF
 OY0326'R.M. 1, 10 FEET NORTH OF A TRACK ROAD, 4 FEET NORTHEAST OF A METAL
 OY0326'WITNESS POST WITH SIGN, 3.7 FEET NORTH OF A FENCE LINE, SET IN A
 OY0326'SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OY0326
 OY0326                          STATION RECOVERY (2006)
 OY0326
 OY0326'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 OY0326'THE MARK AND SIGN ARE LOCATED ON A DITCH BANK IN A PRIVATE YARD ABOUT
 OY0326'15 METERS(50 FEET) NORTH OF THE GRAVEL ROAD TO THE BLACKFOOT SEWAGE
 OY0326'TREATMENT PLANT. NO FENCES NOW EXIST IN THE IMMEDIATE VICINITY OF THE
 OY0326'MARK. UNABLE TO LOCATE EITHER OF THE REFERENCE MARKS. TREES AND
 OY0326'TERRAIN WOULD MAKE GPS OBSERVATIONS DIFFICULT AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0324 ***********************************************************************
 OY0324  DESIGNATION -  IDA 15 96 AZ MK
 OY0324  PID         -  OY0324
 OY0324  STATE/COUNTY-  ID/BINGHAM
 OY0324  USGS QUAD   -  BLACKFOOT (1971)
 OY0324
 OY0324                         *CURRENT SURVEY CONTROL
 OY0324  ___________________________________________________________________
 OY0324* NAD 83(1986)-  43 10 57.     (N)    112 22 19.     (W)     SCALED    
 OY0324* NAVD 88     -      1368.431  (meters)    4489.59   (feet)  ADJUSTED  
 OY0324  ___________________________________________________________________
 OY0324  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 OY0324  DYNAMIC HT  -        1367.684 (meters)    4487.14  (feet)  COMP
 OY0324  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 OY0324
 OY0324  VERT ORDER  -  SECOND    CLASS 0
 OY0324
 OY0324.The horizontal coordinates were scaled from a topographic map and have
 OY0324.an estimated accuracy of +/- 6 seconds.
 OY0324
 OY0324.The orthometric height was determined by differential leveling
 OY0324.and adjusted by the National Geodetic Survey in June 1991..
 OY0324
 OY0324.The geoid height was determined by GEOID03.
 OY0324
 OY0324.The dynamic height is computed by dividing the NAVD 88
 OY0324.geopotential number by the normal gravity value computed on the
 OY0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0324.degrees latitude (g = 980.6199 gals.).
 OY0324
 OY0324.The modeled gravity was interpolated from observed gravity values.
 OY0324
 OY0324;                    North         East    Units  Estimated Accuracy
 OY0324;SPC ID E     -   168,390.      183,310.      MT  (+/- 180 meters Scaled)
 OY0324
 OY0324                          SUPERSEDED SURVEY CONTROL
 OY0324
 OY0324  NGVD 29 (??/??/92) 1367.381  (m)         4486.15   (f) ADJ UNCH    2 0
 OY0324
 OY0324.Superseded values are not recommended for survey control.
 OY0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0324.See file dsdata.txt to determine how the superseded data were derived.
 OY0324
 OY0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN885819(NAD 83)
 OY0324_MARKER: DZ = AZIMUTH MARK DISK
 OY0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0324_STAMPING: IDA 15-96 1959
 OY0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0324+STABILITY: SURFACE MOTION
 OY0324
 OY0324  HISTORY     - Date     Condition        Report By
 OY0324  HISTORY     - 1959     MONUMENTED       CGS
 OY0324
 OY0324                          STATION DESCRIPTION
 OY0324
 OY0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0324'1.6 MI W FROM BLACKFOOT.
 OY0324'0.7 MILE SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0324'HIGHWAY 191, 91 AND 26 AT BLACKFOOT TO RIVERTON ROAD, THENCE 0.9 MILE
 OY0324'WEST ON RIVERTON ROAD, 24 1/2 FEET NORTH OF THE CENTERLINE OF RIVERTON
 OY0324'ROAD, 14 FEET WEST OF A PRIVATE DRIVEWAY, 5.3 FEET NORTHEAST OF A
 OY0324'MAILBOX, 2.8 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN A
 OY0324'SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0325 ***********************************************************************
 OY0325  DESIGNATION -  IDA 15 96 RM 1
 OY0325  PID         -  OY0325
 OY0325  STATE/COUNTY-  ID/BINGHAM
 OY0325  USGS QUAD   -  MORELAND (1971)
 OY0325
 OY0325                         *CURRENT SURVEY CONTROL
 OY0325  ___________________________________________________________________
 OY0325* NAD 83(1986)-  43 10 57.     (N)    112 22 54.     (W)     SCALED    
 OY0325* NAVD 88     -      1368.270  (meters)    4489.07   (feet)  ADJUSTED  
 OY0325  ___________________________________________________________________
 OY0325  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 OY0325  DYNAMIC HT  -        1367.522 (meters)    4486.61  (feet)  COMP
 OY0325  MODELED GRAV-     980,026.3   (mgal)                       NAVD 88
 OY0325
 OY0325  VERT ORDER  -  SECOND    CLASS 0
 OY0325
 OY0325.The horizontal coordinates were scaled from a topographic map and have
 OY0325.an estimated accuracy of +/- 6 seconds.
 OY0325
 OY0325.The orthometric height was determined by differential leveling
 OY0325.and adjusted by the National Geodetic Survey in June 1991..
 OY0325
 OY0325.The geoid height was determined by GEOID03.
 OY0325
 OY0325.The dynamic height is computed by dividing the NAVD 88
 OY0325.geopotential number by the normal gravity value computed on the
 OY0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0325.degrees latitude (g = 980.6199 gals.).
 OY0325
 OY0325.The modeled gravity was interpolated from observed gravity values.
 OY0325
 OY0325;                    North         East    Units  Estimated Accuracy
 OY0325;SPC ID E     -   168,400.      182,520.      MT  (+/- 180 meters Scaled)
 OY0325
 OY0325                          SUPERSEDED SURVEY CONTROL
 OY0325
 OY0325  NGVD 29 (??/??/92) 1367.220  (m)         4485.62   (f) ADJ UNCH    2 0
 OY0325
 OY0325.Superseded values are not recommended for survey control.
 OY0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0325.See file dsdata.txt to determine how the superseded data were derived.
 OY0325
 OY0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN877820(NAD 83)
 OY0325_MARKER: DR = REFERENCE MARK DISK
 OY0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0325_STAMPING: IDA 15-96 NO 1 1959
 OY0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0325+STABILITY: SURFACE MOTION
 OY0325
 OY0325  HISTORY     - Date     Condition        Report By
 OY0325  HISTORY     - 1959     MONUMENTED       CGS
 OY0325  HISTORY     - 20060414 MARK NOT FOUND   IDTD
 OY0325
 OY0325                          STATION DESCRIPTION
 OY0325
 OY0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0325'2.1 MI W FROM BLACKFOOT.
 OY0325'0.7 MILE SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0325'HIGHWAYS 191, 91 AND 26 AT BLACKFOOT TO RIVERTON ROAD, THENCE 1.4
 OY0325'MILES WEST ON RIVERTON ROAD TO WHERE IT TURNS DUE SOUTH.  CONTINUE
 OY0325'STRAIGHT AHEAD ABOUT 200 FEET, 35.75 FEET EAST OF THE STATION MARK,
 OY0325'1.7 FEET NORTH OF A FENCE LINE, SET IN A SQUARE CONCRETE POST
 OY0325'PROJECTING 4 INCHES.
 OY0325
 OY0325                          STATION RECOVERY (2006)
 OY0325
 OY0325'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 OY0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0327 ***********************************************************************
 OY0327  DESIGNATION -  IDA 15 96 RM 2
 OY0327  PID         -  OY0327
 OY0327  STATE/COUNTY-  ID/BINGHAM
 OY0327  USGS QUAD   -  MORELAND (1971)
 OY0327
 OY0327                         *CURRENT SURVEY CONTROL
 OY0327  ___________________________________________________________________
 OY0327* NAD 83(1986)-  43 10 57.     (N)    112 22 54.     (W)     SCALED    
 OY0327* NAVD 88     -      1368.225  (meters)    4488.92   (feet)  ADJUSTED  
 OY0327  ___________________________________________________________________
 OY0327  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 OY0327  DYNAMIC HT  -        1367.478 (meters)    4486.47  (feet)  COMP
 OY0327  MODELED GRAV-     980,026.3   (mgal)                       NAVD 88
 OY0327
 OY0327  VERT ORDER  -  SECOND    CLASS 0
 OY0327
 OY0327.The horizontal coordinates were scaled from a topographic map and have
 OY0327.an estimated accuracy of +/- 6 seconds.
 OY0327
 OY0327.The orthometric height was determined by differential leveling
 OY0327.and adjusted by the National Geodetic Survey in June 1991..
 OY0327
 OY0327.The geoid height was determined by GEOID03.
 OY0327
 OY0327.The dynamic height is computed by dividing the NAVD 88
 OY0327.geopotential number by the normal gravity value computed on the
 OY0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0327.degrees latitude (g = 980.6199 gals.).
 OY0327
 OY0327.The modeled gravity was interpolated from observed gravity values.
 OY0327
 OY0327;                    North         East    Units  Estimated Accuracy
 OY0327;SPC ID E     -   168,400.      182,520.      MT  (+/- 180 meters Scaled)
 OY0327
 OY0327                          SUPERSEDED SURVEY CONTROL
 OY0327
 OY0327  NGVD 29 (??/??/92) 1367.176  (m)         4485.48   (f) ADJ UNCH    2 0
 OY0327
 OY0327.Superseded values are not recommended for survey control.
 OY0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0327.See file dsdata.txt to determine how the superseded data were derived.
 OY0327
 OY0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN877820(NAD 83)
 OY0327_MARKER: DR = REFERENCE MARK DISK
 OY0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0327_STAMPING: IDA 15-96 NO 2 1959
 OY0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0327+STABILITY: SURFACE MOTION
 OY0327
 OY0327  HISTORY     - Date     Condition        Report By
 OY0327  HISTORY     - 1959     MONUMENTED       CGS
 OY0327  HISTORY     - 20060414 MARK NOT FOUND   IDTD
 OY0327
 OY0327                          STATION DESCRIPTION
 OY0327
 OY0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0327'2.1 MI W FROM BLACKFOOT.
 OY0327'0.7 MILE SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0327'HIGHWAYS 191, 91 AND 26 AT BLACKFOOT TO RIVERTON ROAD, THENCE 1.4
 OY0327'MILES WEST ON RIVERTON ROAD TO WHERE IT TURNS DUE SOUTH.  CONTINUE
 OY0327'STRAIGHT AHEAD ABOUT 200 FEET, 36.34 FEET WEST OF THE STATION MARK,
 OY0327'1.6 FEET NORTH OF A FENCE LINE, SET IN A SQUARE CONCRETE POST
 OY0327'PROJECTING 4 INCHES.
 OY0327
 OY0327                          STATION RECOVERY (2006)
 OY0327
 OY0327'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 OY0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0320 ***********************************************************************
 OY0320  DESIGNATION -  IDA 15 97
 OY0320  PID         -  OY0320
 OY0320  STATE/COUNTY-  ID/BINGHAM
 OY0320  USGS QUAD   -  BLACKFOOT (1971)
 OY0320
 OY0320                         *CURRENT SURVEY CONTROL
 OY0320  ___________________________________________________________________
 OY0320* NAD 83(1992)-  43 11 48.95355(N)    112 22 06.12121(W)     ADJUSTED  
 OY0320* NAVD 88     -      1367.680  (meters)    4487.13   (feet)  ADJUSTED  
 OY0320  ___________________________________________________________________
 OY0320  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 OY0320  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 OY0320  DYNAMIC HT  -        1366.934 (meters)    4484.68  (feet)  COMP
 OY0320  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 OY0320
 OY0320  HORZ ORDER  -  SECOND
 OY0320  VERT ORDER  -  FIRST     CLASS II
 OY0320
 OY0320.The horizontal coordinates were established by classical geodetic methods
 OY0320.and adjusted by the National Geodetic Survey in July 1992..
 OY0320
 OY0320.The orthometric height was determined by differential leveling
 OY0320.and adjusted by the National Geodetic Survey in December 1992..
 OY0320
 OY0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0320
 OY0320.The geoid height was determined by GEOID03.
 OY0320
 OY0320.The dynamic height is computed by dividing the NAVD 88
 OY0320.geopotential number by the normal gravity value computed on the
 OY0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0320.degrees latitude (g = 980.6199 gals.).
 OY0320
 OY0320.The modeled gravity was interpolated from observed gravity values.
 OY0320
 OY0320;                    North         East     Units Scale Factor Converg.
 OY0320;SPC ID E     -   169,995.201   183,606.643   MT  0.99995067   -0 08 17.0
 OY0320;UTM  12      - 4,783,592.925   388,822.837   MT  0.99975205   -0 56 12.3
 OY0320
 OY0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0320!SPC ID E     -   0.99978753  x   0.99995067  =   0.99973821
 OY0320!UTM  12      -   0.99978753  x   0.99975205  =   0.99953963
 OY0320
 OY0320:                Primary Azimuth Mark                     Grid Az
 OY0320:SPC ID E     -  IDA 15 98                                037 10 28.6
 OY0320:UTM  12      -  IDA 15 98                                037 58 23.9
 OY0320
 OY0320|---------------------------------------------------------------------|
 OY0320| PID    Reference Object                     Distance      Geod. Az  |
 OY0320|                                                           dddmmss.s |
 OY0320| OY0314 IDA 15 98                           APPROX. 4.7 KM 0370211.6 |
 OY0320| OY0321 IDA 15 97 RM 1                       14.280 METERS 15020     |
 OY0320| OY0319 IDA 15 97 RM 2                       12.439 METERS 34932     |
 OY0320|---------------------------------------------------------------------|
 OY0320
 OY0320                          SUPERSEDED SURVEY CONTROL
 OY0320
 OY0320  NAD 83(1986)-  43 11 48.94657(N)    112 22 06.10679(W) AD(       ) 2
 OY0320  NAD 27      -  43 11 49.24980(N)    112 22 03.18800(W) AD(       ) 2
 OY0320  NAVD 88 (06/15/91) 1367.682  (m)         4487.14   (f) UNKNOWN     1 2
 OY0320  NGVD 29 (08/20/92) 1366.623  (m)         4483.66   (f) ADJUSTED    1 2
 OY0320
 OY0320.Superseded values are not recommended for survey control.
 OY0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0320.See file dsdata.txt to determine how the superseded data were derived.
 OY0320
 OY0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8882383593(NAD 83)
 OY0320_MARKER: DS = TRIANGULATION STATION DISK
 OY0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0320_SP_SET: CONCRETE POST
 OY0320_STAMPING: IDA 15-97 1959
 OY0320_MARK LOGO: CGS   
 OY0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0320+STABILITY: SURFACE MOTION
 OY0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0320+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 OY0320
 OY0320  HISTORY     - Date     Condition        Report By
 OY0320  HISTORY     - 1959     MONUMENTED       CGS
 OY0320  HISTORY     - 1960     GOOD             NGS
 OY0320  HISTORY     - 1983     GOOD             NGS
 OY0320  HISTORY     - 19920619 GOOD             NGS
 OY0320  HISTORY     - 20060414 GOOD             IDTD
 OY0320
 OY0320                          STATION DESCRIPTION
 OY0320
 OY0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0320'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF BLACKFOOT, NEAR
 OY0320'THE SOUTHEAST END OF A HIGHWAY AND RAILROAD BRIDGE OVER THE
 OY0320'SNAKE RIVER, 63 PACES SOUTHEAST OF THE RAILROAD BRIDGE, 115
 OY0320'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 26, 29.8 FEET EAST
 OY0320'OF TELEPHONE POLE NO. 8435 AND 19-1/2 FEET WEST OF THE WEST RAIL
 OY0320'OF THE RAILROAD TRACKS.
 OY0320'
 OY0320'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 191, 91 AND 26 AT
 OY0320'BLACKFOOT GO NORTHWEST, WEST AND NORTHWEST ON U.S. HIGHWAY 26 FOR
 OY0320'1.4 MILES TO A BRIDGE OVER THE SNAKE RIVER, THENCE RIGHT DOWN
 OY0320'A SMALL INCLINE, THENCE BACK TO THE RIGHT TO THE STATION ON
 OY0320'THE LEFT, A DISTANCE OF ABOUT 300 FEET FROM THE HIGHWAY BRIDGE.
 OY0320'
 OY0320'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15-97 1959,
 OY0320'IS A STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 OY0320'PROJECTING 5 INCHES.
 OY0320'
 OY0320'REFERENCE MARK NO. 1, STAMPED IDA 15-97 NO 1 1959, IS A STANDARD
 OY0320'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 10 INCHES
 OY0320'AND IS 12-1/2 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS.
 OY0320'
 OY0320'REFERENCE MARK NO. 2, STAMPED IDA 15-97 NO 2 1959, IS A STANDARD
 OY0320'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 10 INCHES
 OY0320'AND IS 11-1/2 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS.
 OY0320'
 OY0320'2-WHEEL DRIVE
 OY0320
 OY0320                          STATION RECOVERY (1960)
 OY0320
 OY0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 OY0320'1.6 MI NW FROM BLACKFOOT.
 OY0320'1.6 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0320'AT BLACKFOOT, 12 3/4 RAILS NORTHWEST OF THE CROSSING OF U.S. HIGHWAY
 OY0320'26, 19.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 191.5 FEET SOUTH OF THE
 OY0320'SOUTHWEST CORNER OF THE SOUTH ABUTMENT OF RAILROAD BRIDGE 1.59 OVER
 OY0320'THE SNAKE RIVER, 128 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 OY0320'29 1/2 FEET EAST OF TELEPHONE POLE 8435, 1.3 FEET SOUTHWEST OF A
 OY0320'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 OY0320'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OY0320
 OY0320                          STATION RECOVERY (1983)
 OY0320
 OY0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0320'RECOVERED IN GOOD CONDITION.
 OY0320
 OY0320                          STATION RECOVERY (1992)
 OY0320
 OY0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0320'0.2 KM (0.10 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0320'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, 58.6 M (192.3 FT)
 OY0320'SOUTHEAST OF THE SOUTH CORNER OF A RAILROAD BRIDGE SPANNING THE SNAKE
 OY0320'RIVER, 14.3 M (46.9 FT) NORTHWEST OF REFERENCE MARK 1, 12.5 M (41.0
 OY0320'FT) SOUTHEAST OF REFERENCE MARK 2, 5.9 M (19.4 FT) SOUTHWEST OF THE
 OY0320'NEAR RAIL, 4.3 M (14.1 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD,
 OY0320'1.2 M (3.9 FT) BELOW THE LEVEL OF THE TRACK, 0.8 M (2.6 FT) SOUTHWEST
 OY0320'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OY0320'GROUND SURFACE.
 OY0320
 OY0320                          STATION RECOVERY (2006)
 OY0320
 OY0320'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 OY0320'THE NGS SIGN POST WITH THE SIGN ATTACHED IS BROKEN OFF AND LYING NORTH
 OY0320'OF THE MARK. THERE IS AN ORANGE POST WITH AN IDAHO TRANSPORTATION
 OY0320'DEPARTMENT DECAL ABOUT 0.6 METERS(2 FEET)NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0321 ***********************************************************************
 OY0321  DESIGNATION -  IDA 15 97 RM 1
 OY0321  PID         -  OY0321
 OY0321  STATE/COUNTY-  ID/BINGHAM
 OY0321  USGS QUAD   -  BLACKFOOT (1971)
 OY0321
 OY0321                         *CURRENT SURVEY CONTROL
 OY0321  ___________________________________________________________________
 OY0321* NAD 83(1986)-  43 11 50.     (N)    112 22 07.     (W)     SCALED    
 OY0321* NAVD 88     -      1367.994  (meters)    4488.16   (feet)  ADJUSTED  
 OY0321  ___________________________________________________________________
 OY0321  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 OY0321  DYNAMIC HT  -        1367.247 (meters)    4485.71  (feet)  COMP
 OY0321  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 OY0321
 OY0321  VERT ORDER  -  FIRST     CLASS II
 OY0321
 OY0321.The horizontal coordinates were scaled from a topographic map and have
 OY0321.an estimated accuracy of +/- 6 seconds.
 OY0321
 OY0321.The orthometric height was determined by differential leveling
 OY0321.and adjusted by the National Geodetic Survey in December 1992..
 OY0321
 OY0321.The geoid height was determined by GEOID03.
 OY0321
 OY0321.The dynamic height is computed by dividing the NAVD 88
 OY0321.geopotential number by the normal gravity value computed on the
 OY0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0321.degrees latitude (g = 980.6199 gals.).
 OY0321
 OY0321.The modeled gravity was interpolated from observed gravity values.
 OY0321
 OY0321;                    North         East    Units  Estimated Accuracy
 OY0321;SPC ID E     -   170,030.      183,590.      MT  (+/- 180 meters Scaled)
 OY0321
 OY0321                          SUPERSEDED SURVEY CONTROL
 OY0321
 OY0321  NAVD 88 (06/15/91) 1367.992  (m)         4488.15   (f) UNKNOWN     1 2
 OY0321  NGVD 29 (08/20/92) 1366.937  (m)         4484.69   (f) ADJUSTED    1 2
 OY0321
 OY0321.Superseded values are not recommended for survey control.
 OY0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0321.See file dsdata.txt to determine how the superseded data were derived.
 OY0321
 OY0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN888836(NAD 83)
 OY0321_MARKER: DR = REFERENCE MARK DISK
 OY0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0321_SP_SET: CONCRETE POST
 OY0321_STAMPING: IDA 15-97 NO 1 1959
 OY0321_MARK LOGO: CGS   
 OY0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0321+STABILITY: SURFACE MOTION
 OY0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0321+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 OY0321
 OY0321  HISTORY     - Date     Condition        Report By
 OY0321  HISTORY     - 1959     MONUMENTED       CGS
 OY0321  HISTORY     - 1960     GOOD             NGS
 OY0321  HISTORY     - 1983     GOOD             NGS
 OY0321  HISTORY     - 19920619 GOOD             NGS
 OY0321  HISTORY     - 20060414 GOOD             IDTD
 OY0321
 OY0321                          STATION DESCRIPTION
 OY0321
 OY0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0321'1.6 MI NW FROM BLACKFOOT.
 OY0321'1.6 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0321'AT BLACKFOOT, 12.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 46.83 FEET
 OY0321'SOUTHEAST OF TRIANGULATION STATION IDA 15-97, 86.45 FEET
 OY0321'SOUTH-SOUTHEAST OF REFERENCE MARK IDA 15-97 NO. 2, 64 1/2 FEET
 OY0321'EAST-SOUTHEAST OF TELEPHONE POLE 8435, ABOUT 2 FEET LOWER THAN THE
 OY0321'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 OY0321'THE GROUND.
 OY0321
 OY0321                          STATION RECOVERY (1983)
 OY0321
 OY0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0321'RECOVERED IN GOOD CONDITION.
 OY0321
 OY0321                          STATION RECOVERY (1992)
 OY0321
 OY0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0321'0.2 KM (0.10 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0321'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, 72.9 M (239.2 FT)
 OY0321'SOUTHEAST OF THE SOUTH CORNER OF A RAILROAD BRIDGE SPANNING THE SNAKE
 OY0321'RIVER, 14.3 M (46.9 FT) SOUTHEAST OF TRIANGULATION STATION IDA 15 97,
 OY0321'4.0 M (13.1 FT) SOUTHWEST OF THE NEAR RAIL, 3.9 M (12.8 FT) NORTHEAST
 OY0321'OF THE CENTER OF A TRACK ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 OY0321'TRACK, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 OY0321'SURFACE.
 OY0321
 OY0321                          STATION RECOVERY (2006)
 OY0321
 OY0321'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 OY0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0319 ***********************************************************************
 OY0319  DESIGNATION -  IDA 15 97 RM 2
 OY0319  PID         -  OY0319
 OY0319  STATE/COUNTY-  ID/BINGHAM
 OY0319  USGS QUAD   -  BLACKFOOT (1971)
 OY0319
 OY0319                         *CURRENT SURVEY CONTROL
 OY0319  ___________________________________________________________________
 OY0319* NAD 83(1986)-  43 11 50.     (N)    112 22 05.     (W)     SCALED    
 OY0319* NAVD 88     -      1367.833  (meters)    4487.63   (feet)  ADJUSTED  
 OY0319  ___________________________________________________________________
 OY0319  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 OY0319  DYNAMIC HT  -        1367.087 (meters)    4485.18  (feet)  COMP
 OY0319  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 OY0319
 OY0319  VERT ORDER  -  FIRST     CLASS II
 OY0319
 OY0319.The horizontal coordinates were scaled from a topographic map and have
 OY0319.an estimated accuracy of +/- 6 seconds.
 OY0319
 OY0319.The orthometric height was determined by differential leveling
 OY0319.and adjusted by the National Geodetic Survey in December 1992..
 OY0319
 OY0319.The geoid height was determined by GEOID03.
 OY0319
 OY0319.The dynamic height is computed by dividing the NAVD 88
 OY0319.geopotential number by the normal gravity value computed on the
 OY0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0319.degrees latitude (g = 980.6199 gals.).
 OY0319
 OY0319.The modeled gravity was interpolated from observed gravity values.
 OY0319
 OY0319;                    North         East    Units  Estimated Accuracy
 OY0319;SPC ID E     -   170,030.      183,630.      MT  (+/- 180 meters Scaled)
 OY0319
 OY0319                          SUPERSEDED SURVEY CONTROL
 OY0319
 OY0319  NAVD 88 (06/15/91) 1367.835  (m)         4487.64   (f) UNKNOWN     1 2
 OY0319  NGVD 29 (08/20/92) 1366.776  (m)         4484.16   (f) ADJUSTED    1 2
 OY0319
 OY0319.Superseded values are not recommended for survey control.
 OY0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0319.See file dsdata.txt to determine how the superseded data were derived.
 OY0319
 OY0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN888836(NAD 83)
 OY0319_MARKER: DR = REFERENCE MARK DISK
 OY0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0319_SP_SET: CONCRETE POST
 OY0319_STAMPING: IDA 15-97 NO 2 1959
 OY0319_MARK LOGO: CGS   
 OY0319_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0319+STABILITY: SURFACE MOTION
 OY0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0319+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 OY0319
 OY0319  HISTORY     - Date     Condition        Report By
 OY0319  HISTORY     - 1959     MONUMENTED       CGS
 OY0319  HISTORY     - 1960     GOOD             NGS
 OY0319  HISTORY     - 1983     GOOD             NGS
 OY0319  HISTORY     - 19920619 GOOD             NGS
 OY0319  HISTORY     - 20060414 GOOD             IDTD
 OY0319
 OY0319                          STATION DESCRIPTION
 OY0319
 OY0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OY0319'1.6 MI NW FROM BLACKFOOT.
 OY0319'1.6 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0319'AT BLACKFOOT, 11.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 40.80 FEET
 OY0319'NORTH-NORTHWEST OF TRIANGULATION STATION IDA 15-97, 35 FEET EAST OF
 OY0319'TELEPHONE POLE 6, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN
 OY0319'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0319
 OY0319                          STATION RECOVERY (1983)
 OY0319
 OY0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0319'RECOVERED IN GOOD CONDITION.
 OY0319
 OY0319                          STATION RECOVERY (1992)
 OY0319
 OY0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0319'0.2 KM (0.10 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY0319'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, 46.1 M (151.2 FT)
 OY0319'SOUTHEAST OF THE SOUTH CORNER OF A RAILROAD BRIDGE SPANNING THE SNAKE
 OY0319'RIVER, 12.5 M (41.0 FT) NORTHWEST OF TRIANGULATION STATION IDA 15 97,
 OY0319'6.8 M (22.3 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD, 3.5 M (11.5
 OY0319'FT) SOUTHWEST OF THE NEAR RAIL, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 OY0319'TRACK, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 OY0319'SURFACE.
 OY0319
 OY0319                          STATION RECOVERY (2006)
 OY0319
 OY0319'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (RRE)
 OY0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0313 ***********************************************************************
 OY0313  DESIGNATION -  IDA 15 98 A
 OY0313  PID         -  OY0313
 OY0313  STATE/COUNTY-  ID/BINGHAM
 OY0313  USGS QUAD   -  BLACKFOOT (1971)
 OY0313
 OY0313                         *CURRENT SURVEY CONTROL
 OY0313  ___________________________________________________________________
 OY0313* NAD 83(1992)-  43 13 54.42014(N)    112 20 09.91403(W)     ADJUSTED  
 OY0313* NAVD 88     -      1379.850  (meters)    4527.06   (feet)  ADJUSTED  
 OY0313  ___________________________________________________________________
 OY0313  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 OY0313  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 OY0313  DYNAMIC HT  -        1379.101 (meters)    4524.60  (feet)  COMP
 OY0313  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 OY0313
 OY0313  HORZ ORDER  -  THIRD
 OY0313  VERT ORDER  -  SECOND    CLASS 0
 OY0313
 OY0313.The horizontal coordinates were established by classical geodetic methods
 OY0313.and adjusted by the National Geodetic Survey in July 1992..
 OY0313
 OY0313.The orthometric height was determined by differential leveling
 OY0313.and adjusted by the National Geodetic Survey in June 1991..
 OY0313
 OY0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0313
 OY0313.The geoid height was determined by GEOID03.
 OY0313
 OY0313.The dynamic height is computed by dividing the NAVD 88
 OY0313.geopotential number by the normal gravity value computed on the
 OY0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0313.degrees latitude (g = 980.6199 gals.).
 OY0313
 OY0313.The modeled gravity was interpolated from observed gravity values.
 OY0313
 OY0313;                    North         East     Units Scale Factor Converg.
 OY0313;SPC ID E     -   173,861.113   186,238.047   MT  0.99994970   -0 06 57.8
 OY0313;UTM  12      - 4,787,420.997   391,507.348   MT  0.99974479   -0 54 54.9
 OY0313
 OY0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0313!SPC ID E     -   0.99978561  x   0.99994970  =   0.99973532
 OY0313!UTM  12      -   0.99978561  x   0.99974479  =   0.99953046
 OY0313
 OY0313:                Primary Azimuth Mark                     Grid Az
 OY0313:SPC ID E     -  ROSE                                     007 32 26.9
 OY0313:UTM  12      -  ROSE                                     008 20 24.0
 OY0313
 OY0313|---------------------------------------------------------------------|
 OY0313| PID    Reference Object                     Distance      Geod. Az  |
 OY0313|                                                           dddmmss.s |
 OY0313| OY0867 ROSE                                APPROX. 6.2 KM 0072529.1 |
 OY0313| OY0314 IDA 15 98                           240.112 METERS 13150     |
 OY0313| OY0312 IDA 15 98 B                         199.898 METERS 35639     |
 OY0313|---------------------------------------------------------------------|
 OY0313
 OY0313                          SUPERSEDED SURVEY CONTROL
 OY0313
 OY0313  NAD 83(1986)-  43 13 54.41314(N)    112 20 09.90014(W) AD(       ) 3
 OY0313  NAD 27      -  43 13 54.71720(N)    112 20 06.98180(W) AD(       ) 3
 OY0313  NGVD 29 (??/??/92) 1378.794  (m)         4523.59   (f) ADJ UNCH    2 0
 OY0313
 OY0313.Superseded values are not recommended for survey control.
 OY0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0313.See file dsdata.txt to determine how the superseded data were derived.
 OY0313
 OY0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9150787421(NAD 83)
 OY0313_MARKER: DS = TRIANGULATION STATION DISK
 OY0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0313_STAMPING: IDA 15-98-A 1959
 OY0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0313+STABILITY: SURFACE MOTION
 OY0313
 OY0313  HISTORY     - Date     Condition        Report By
 OY0313  HISTORY     - 1959     MONUMENTED       CGS
 OY0313  HISTORY     - 1959     GOOD             CGS
 OY0313  HISTORY     - 1971     SEE DESCRIPTION  USGS
 OY0313  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OY0313
 OY0313                          STATION DESCRIPTION
 OY0313
 OY0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0313'2.2 MI SW FROM ROSE.
 OY0313'1.5 MILES SOUTH ON PAVED ROAD FROM THE L.D.S. CHURCH AT ROSE TO A
 OY0313'GRAVEL ROAD WEST, 0.25 MILE BEFORE REACHING A BRIDGE OVER THE SNAKE
 OY0313'RIVER, THENCE RIGHT, WEST ON GRAVEL ROAD 0.5 MILE, THENCE SOUTH 0.2
 OY0313'MILE, 655.970 FEET SOUTH OF IDA 15-98-B, SET IN A SQUARE CONCRETE POST
 OY0313'AND NEAR A METAL WITNESS POST WITH SIGN.
 OY0313
 OY0313                          STATION RECOVERY (1959)
 OY0313
 OY0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WH)
 OY0313'STATION IS 3 MILES NORTH OF BLACKFOOT, 0.3 MILE NORTHWEST FROM
 OY0313'THE SNAKE RIVER, AND ALONG A NORTH-SOUTH GRAVEL ROAD, AND ABOUT
 OY0313'1-3/4 MILE SOUTHWESTERLY FROM THE COMMUNITY OF ROSE.
 OY0313'
 OY0313'TO REACH THE STATION FROM THE ROSE WARD CHURCH OF THE LATTER DAY
 OY0313'SAINTS, DRIVE SOUTH ON THE PAVED ROAD FOR 1.5 MILES TO A GRAVELED
 OY0313'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND NORTHWESTERLY FOR
 OY0313'0.1 MILE CROSSING CANAL, WHEN ROAD BEARS WEST AND 0.4 MILE TO
 OY0313'A T-ROAD INTERSECTION.  TURN LEFT, SOUTH, AND PROCEED 0.1 MILE
 OY0313'TO IDA 15-98 B, SET IN THE TOP OF A SQUARE CONCRETE POST
 OY0313'PROJECTING 2-INCHES, AND 2-FEET EAST OF THE WEST RIGHT OF WAY
 OY0313'AND PROPERTY FENCE.  THE MARK IS 21 FEET WEST OF THE CENTER
 OY0313'LINE OF THE ROAD.
 OY0313'
 OY0313'THE STATION IDA 15-98 A IS 199.940 METERS (655.970 FEET) DISTANT
 OY0313'AND ON THE EAST SIDE OF THE ROAD, 2 FEET WEST OF THE RIGHT
 OY0313'OF WAY AND PROPERTY FENCE.  BOTH MARKS ARE STANDARD TRIANGULATION
 OY0313'DISKS, AND WITH UNDERGROUND MARKS, STAMPED IDA 15-98A 1959 AND
 OY0313'15-98B 1959 RESPECTIVELY.  EACH MARK IS WITNESSED BY A METAL
 OY0313'WITNESS POST WITH SIGN.  FOUR MEASUREMENTS WITH A STANDARDIZED
 OY0313'TAPE WAS MADE BETWEEN THE MARKS, AND THE MEAN MEASUREMENT GIVEN
 OY0313'ABOVE IS WITHOUT REDUCTION TO SEA LEVEL.  THESE STATIONS
 OY0313'SUPPLEMENT STATION IDA 15-98 WHICH MAY BE DESTROYED IN THE
 OY0313'INTERSTATE HIGHWAY CONSTRUCTION.  NO REFERENCE MARKS WERE
 OY0313'ESTABLISHED AT THESE STATIONS AND SECOND ORDER LEVELS
 OY0313'WERE RUN OVER EACH OF THEM.
 OY0313
 OY0313                          STATION RECOVERY (1971)
 OY0313
 OY0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (BBB)
 OY0313'IDA 15-98-A 1959-FROM THE CROSS ROADS AT ROSE, JUST S. OF THE
 OY0313'LDS CHURCH, S. ALONG PAVED RD. 0.5 MI., THENCE W. 0.5 MI.,
 OY0313'THENCE S. 1.1 MI, 655.970 FT. S. OF IDA 15-98-A, ON THE E.
 OY0313'SIDE OF THE RD. SET IN A SQUARE CONCRETE POST AND NEAR A METAL
 OY0313'WITNESS POST WITH SIGN.  1.5 MILES SOUTH ON PAVED ROAD FROM THE
 OY0313'LDS CHURCH AT ROSE. ELEV. 4523.593 FEET.
 OY0313
 OY0313                          STATION RECOVERY (1975)
 OY0313
 OY0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OY0313'NO PREVIOUS DESCRIPTION AVAILABLE AT THIS OFFICE.
 OY0313'
 OY0313'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 OY0313'DESCRIPTION FOLLOWS.
 OY0313'
 OY0313'THE STATION IS ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED
 OY0313'ROAD.
 OY0313'
 OY0313'TO REACH THE STATION FROM THE BLACKFOOT RAILROAD DEPOT GO NORTH
 OY0313'ON U.S. HIGHWAY 91 FOR 1.5 MILES TO A SIDE ROAD LEFT, TURN LEFT,
 OY0313'AND GO NORTHWEST ON ROSE ROAD FOR 1.75 MILES TO A SIDE ROAD
 OY0313'LEFT, JUST AFTER CROSSING THE CONCRETE BRIDGE OVER THE SNAKE
 OY0313'RIVER, TURN LEFT, AND GO SOUTHWEST ON THE MACADAM ROAD FOR 0.9
 OY0313'MILE TO A SIDE ROAD RIGHT, JUST AFTER CROSSING THE OVERPASS
 OY0313'OVER THE FREEWAY, TURN SHARP RIGHT, AND GO NORTHEASTERLY,
 OY0313'BASICALLY PARALLELING THE FREEWAY FOR 0.7 MILE TO THE STATION
 OY0313'ON THE RIGHT.
 OY0313'
 OY0313'THE STATION MARK, STAMPED IDA 15-98-A 1959, IS A TRAVERSE
 OY0313'STATION DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OY0313'PROJECTS 2-INCHES, 400 FEET WEST OF THE FREEWAY, 23 FEET EAST
 OY0313'OF THE CENTER OF THE GRAVELED ROAD, 17 FEET NORTH OF A POWER
 OY0313'POLE, 13.5 FEET NORTHWEST OF A T FENCE CORNER, 3.5 FEET SOUTH
 OY0313'OF A METAL WITNESS POST, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 OY0313'FENCE LINE.
 OY0313'
 OY0313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 OY0313'NORTHWEST OF BLACKFOOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0312 ***********************************************************************
 OY0312  DESIGNATION -  IDA 15 98 B
 OY0312  PID         -  OY0312
 OY0312  STATE/COUNTY-  ID/BINGHAM
 OY0312  USGS QUAD   -  BLACKFOOT (1971)
 OY0312
 OY0312                         *CURRENT SURVEY CONTROL
 OY0312  ___________________________________________________________________
 OY0312* NAD 83(1992)-  43 14 00.88660(N)    112 20 10.43085(W)     ADJUSTED  
 OY0312* NAVD 88     -      1379.760  (meters)    4526.76   (feet)  ADJUSTED  
 OY0312  ___________________________________________________________________
 OY0312  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 OY0312  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 OY0312  DYNAMIC HT  -        1379.011 (meters)    4524.31  (feet)  COMP
 OY0312  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 OY0312
 OY0312  HORZ ORDER  -  THIRD
 OY0312  VERT ORDER  -  SECOND    CLASS 0
 OY0312
 OY0312.The horizontal coordinates were established by classical geodetic methods
 OY0312.and adjusted by the National Geodetic Survey in July 1992..
 OY0312
 OY0312.The orthometric height was determined by differential leveling
 OY0312.and adjusted by the National Geodetic Survey in June 1991..
 OY0312
 OY0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0312
 OY0312.The geoid height was determined by GEOID03.
 OY0312
 OY0312.The dynamic height is computed by dividing the NAVD 88
 OY0312.geopotential number by the normal gravity value computed on the
 OY0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0312.degrees latitude (g = 980.6199 gals.).
 OY0312
 OY0312.The modeled gravity was interpolated from observed gravity values.
 OY0312
 OY0312;                    North         East     Units Scale Factor Converg.
 OY0312;SPC ID E     -   174,060.683   186,226.790   MT  0.99994970   -0 06 58.1
 OY0312;UTM  12      - 4,787,620.665   391,498.878   MT  0.99974482   -0 54 55.3
 OY0312
 OY0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0312!SPC ID E     -   0.99978563  x   0.99994970  =   0.99973534
 OY0312!UTM  12      -   0.99978563  x   0.99974482  =   0.99953050
 OY0312
 OY0312:                Primary Azimuth Mark                     Grid Az
 OY0312:SPC ID E     -  IDA 15 98                                152 12 00.2
 OY0312:UTM  12      -  IDA 15 98                                152 59 57.4
 OY0312
 OY0312|---------------------------------------------------------------------|
 OY0312| PID    Reference Object                     Distance      Geod. Az  |
 OY0312|                                                           dddmmss.s |
 OY0312| OY0314 IDA 15 98                           407.061 METERS 1520502.1 |
 OY0312| OY0313 IDA 15 98 A                         199.898 METERS 17639     |
 OY0312|---------------------------------------------------------------------|
 OY0312
 OY0312                          SUPERSEDED SURVEY CONTROL
 OY0312
 OY0312  NAD 83(1986)-  43 14 00.87975(N)    112 20 10.41698(W) AD(       ) 3
 OY0312  NAD 27      -  43 14 01.18370(N)    112 20 07.49850(W) AD(       ) 3
 OY0312  NGVD 29 (??/??/92) 1378.703  (m)         4523.29   (f) ADJ UNCH    2 0
 OY0312
 OY0312.Superseded values are not recommended for survey control.
 OY0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0312.See file dsdata.txt to determine how the superseded data were derived.
 OY0312
 OY0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9149987621(NAD 83)
 OY0312_MARKER: DS = TRIANGULATION STATION DISK
 OY0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0312_STAMPING: IDA 15-98-B 1959
 OY0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0312+STABILITY: SURFACE MOTION
 OY0312
 OY0312  HISTORY     - Date     Condition        Report By
 OY0312  HISTORY     - 1959     MONUMENTED       CGS
 OY0312  HISTORY     - 1959     GOOD             CGS
 OY0312  HISTORY     - 1971     GOOD             USGS
 OY0312  HISTORY     - 1975     GOOD             NGS
 OY0312
 OY0312                          STATION DESCRIPTION
 OY0312
 OY0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0312'2.1 MI SW FROM ROSE.
 OY0312'1.5 MILES SOUTH ON PAVED ROAD FROM THE L.D.S. CHURCH AT ROSE TO A
 OY0312'GRAVEL ROAD WEST, 0.25 MILE BEFORE REACHING A BRIDGE OVER THE SNAKE
 OY0312'RIVER, THENCE RIGHT, WEST, ON A GRAVEL ROAD FOR 0.5 MILE TO A CROSS
 OY0312'ROAD, THENCE LEFT, SOUTH, ON GRAVEL ROAD 0.1 MILE, 21 FEET WEST OF THE
 OY0312'ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, 2 FEET EAST OF
 OY0312'A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 OY0312
 OY0312                          STATION RECOVERY (1959)
 OY0312
 OY0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WH)
 OY0312'STATION IS 3 MILES NORTH OF BLACKFOOT, 0.3 MILE NORTHWEST
 OY0312'FROM THE SNAKE RIVER, AND ALONG A NORTH-SOUTH GRAVEL ROAD,
 OY0312'AND ABOUT 1-3/4 MILE SOUTHWESTERLY FROM THE COMMUNITY OF ROSE.
 OY0312'
 OY0312'TO REACH THE STATION FROM THE ROSE WARD CHURCH OF THE LATTER
 OY0312'DAY SAINTS, DRIVE SOUTH ON THE PAVED ROAD FOR 1.5 MILES TO A
 OY0312'GRAVELED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND NORTHWESTERLY
 OY0312'FOR 0.1 MILE CROSSING CANAL, WHEN ROAD BEARS WEST AND 0.4
 OY0312'MILE TO A T-ROAD INTERSECTION.  TURN LEFT, SOUTH, AND PROCEED
 OY0312'0.1 MILE TO IDA 15-98 B, SET IN THE TOP OF A SQUARE CONCRETE
 OY0312'POST PROJECTING 2-INCHES, AND 2-FEET EAST OF THE WEST RIGHT OF
 OY0312'WAY AND PROPERTY FENCE.  THE MARK IS 21 FEET WEST OF THE
 OY0312'CENTER LINE OF THE ROAD.
 OY0312'
 OY0312'THE STATION IDA 15-98 A IS 199.940 METERS (655.970 FEET)
 OY0312'DISTANT AND ON THE EAST SIDE OF THE ROAD, 2 FEET WEST OF THE
 OY0312'RIGHT OF WAY AND PROPERTY FENCE.  BOTH MARKS ARE STANDARD
 OY0312'TRIANGULATION DISKS, AND WITH UNDERGROUND MARKS, STAMPED
 OY0312'IDA 15-98A 1959 AND 15-98B 1959 RESPECTIVELY.  EACH MARK IS
 OY0312'WITNESSED BY A METAL WITNESS POST WITH SIGN.  FOUR MEASUREMENTS
 OY0312'WITH A STANDARDIZED TAPE WAS MADE BETWEEN THE MARKS, AND
 OY0312'THE MEAN MEASUREMENT GIVEN ABOVE IS WITHOUT REDUCTION TO
 OY0312'SEA LEVEL.  THESE STATIONS SUPPLEMENT STATION IDA 15-98 WHICH
 OY0312'MAY BE DESTROYED IN THE INTERSTATE HIGHWAY CONSTRUCTION.  NO
 OY0312'REFERENCE MARKS WERE ESTABLISHED AT THESE STATIONS AND
 OY0312'SECOND ORDER LEVELS WERE RUN OVER EACH OF THEM.
 OY0312
 OY0312                          STATION RECOVERY (1971)
 OY0312
 OY0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (BBB)
 OY0312'IDA 15 98 B-1.5 MILES S ON PAVED ROAD FROM THE LDS CHURCH AT
 OY0312'ROSE.  FROM THE CROSS ROADS AT ROSE, JUST S. OF THE LDS CHURCH,
 OY0312'GO S. ALONG PAVED RD. 0.5 MI., THENCE, W. 0.5 MI., THENCE S
 OY0312'1.0 MI., 21 FT. W. OF THE CENTERLINE OF THE ROAD, NEAR A
 OY0312'WITNESS POST, 2 FT. E. OF A FENCE LINE, SET IN A SQUARE CONCRETE
 OY0312'POST PROJECTING 2 INCHES.  ELEV. 4523.295 FEET.
 OY0312
 OY0312                          STATION RECOVERY (1975)
 OY0312
 OY0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OY0312'NO PREVIOUS DESCRIPTION AVAILABLE AT THIS OFFICE.
 OY0312'
 OY0312'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 OY0312'DESCRIPTION FOLLOWS.
 OY0312'
 OY0312'THE STATION IS ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH
 OY0312'GRAVELED ROAD.
 OY0312'
 OY0312'TO REACH THE STATION FROM THE BLACKFOOT RAILROAD DEPOT GO
 OY0312'NORTH ON U.S. HIGHWAY 91 FOR 1.5 MILES TO A SIDE ROAD LEFT,
 OY0312'TURN LEFT, AND GO NORTHWEST ON ROSE ROAD FOR 1.75 MILES TO
 OY0312'A SIDE ROAD LEFT, JUST AFTER CROSSING THE CONCRETE BRIDGE OVER
 OY0312'THE SNAKE RIVER, TURN LEFT, AND GO SOUTHWEST ON THE MACADAM
 OY0312'ROAD FOR 0.9 MILE TO A SIDE ROAD RIGHT, JUST AFTER CROSSING
 OY0312'THE OVERPASS OVER THE FREEWAY, TURN SHARP RIGHT, AND GO
 OY0312'NORTHEASTERLY, BASICALLY PARALLELING THE FREEWAY FOR 0.8 MILE
 OY0312'TO THE STATION ON THE LEFT.
 OY0312'
 OY0312'THE STATION MARK, STAMPED IDA 15-98-B 1959, IS A TRAVERSE
 OY0312'STATION DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OY0312'PROJECTS 2-INCHES, 23 FEET WEST OF THE CENTER OF THE GRAVELED
 OY0312'ROAD, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 2 FEET
 OY0312'SOUTH OF A METAL WITNESS POST.
 OY0312'
 OY0312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 OY0312'NORTHWEST OF BLACKFOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0869 ***********************************************************************
 OY0869  DESIGNATION -  IDA 15 99 RM 3 AZIMUTH
 OY0869  PID         -  OY0869
 OY0869  STATE/COUNTY-  ID/BINGHAM
 OY0869  USGS QUAD   -  ROSE (1979)
 OY0869
 OY0869                         *CURRENT SURVEY CONTROL
 OY0869  ___________________________________________________________________
 OY0869* NAD 83(1992)-  43 16 02.77679(N)    112 18 40.49838(W)     ADJUSTED  
 OY0869* NAVD 88     -      1387.8    (meters)    4553.     (feet)  VERTCON   
 OY0869  ___________________________________________________________________
 OY0869  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 OY0869  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 OY0869
 OY0869  HORZ ORDER  -  THIRD
 OY0869
 OY0869.The horizontal coordinates were established by classical geodetic methods
 OY0869.and adjusted by the National Geodetic Survey in July 1992..
 OY0869.No horizontal observational check was made to the station.
 OY0869
 OY0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0869
 OY0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0869
 OY0869.The geoid height was determined by GEOID03.
 OY0869
 OY0869;                    North         East     Units Scale Factor Converg.
 OY0869;SPC ID E     -   177,818.262   188,262.449   MT  0.99994906   -0 05 56.8
 OY0869;UTM  12      - 4,791,348.701   393,586.335   MT  0.99973930   -0 53 55.8
 OY0869
 OY0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0869!SPC ID E     -   0.99978436  x   0.99994906  =   0.99973343
 OY0869!UTM  12      -   0.99978436  x   0.99973930  =   0.99952372
 OY0869
 OY0869:                Primary Azimuth Mark                     Grid Az
 OY0869:SPC ID E     -  IDA 15 99 RM 3 AZIMUTH                   000 05 56.8
 OY0869:UTM  12      -  IDA 15 99 RM 3 AZIMUTH                   000 53 55.8
 OY0869
 OY0869|---------------------------------------------------------------------|
 OY0869| PID    Reference Object                     Distance      Geod. Az  |
 OY0869|                                                           dddmmss.s |
 OY0869| OY0869 IDA 15 99 RM 3 AZIMUTH                0.000 METERS 0000000.0 |
 OY0869| OY0306 IDA 15 99                            43.277 METERS 07607     |
 OY0869| CN3749 IDA 15 99 RM 4                                     29527     |
 OY0869|---------------------------------------------------------------------|
 OY0869
 OY0869                          SUPERSEDED SURVEY CONTROL
 OY0869
 OY0869  NAD 83(1986)-  43 16 02.76945(N)    112 18 40.48473(W) AD(       ) 3
 OY0869  NGVD 29 (07/19/86) 1386.7    (m)         4550.     (f) VERT ANG       
 OY0869
 OY0869.Superseded values are not recommended for survey control.
 OY0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0869.See file dsdata.txt to determine how the superseded data were derived.
 OY0869
 OY0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9358691349(NAD 83)
 OY0869_MARKER: DR = REFERENCE MARK DISK
 OY0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OY0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0869+STABILITY: SURFACE MOTION
 OY0869
 OY0869  HISTORY     - Date     Condition        Report By
 OY0869  HISTORY     - 1977     MONUMENTED       NGS
 OY0869
 OY0869                          STATION DESCRIPTION
 OY0869
 OY0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OY0869'THE STATION IS 1 MILE NORTHEAST OF ROSE, AT THE PROPERTY LINE FENCE
 OY0869'ON LAND OWNED BY MR. LEROY CHRISTENSEN.
 OY0869'
 OY0869'TO REACH THE STATION FROM THE L.D.S. CHURCH IN ROSE GO NORTH ON THE
 OY0869'MACADAM ROAD FOR 1.0 MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT,
 OY0869'AND GO EAST FOR 0.5 MILE TO A T INTERSECTION, TURN RIGHT FOR 0.05
 OY0869'MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT, AND GO EAST ON THE
 OY0869'SOUTH SIDE OF THE FENCE, AND ON THE NORTH SIDE OF THE SHEDS, AND
 OY0869'SILO FOR 0.25 MILE TO A NORTH-SOUTH FENCE LINE, TURN RIGHT,
 OY0869'AND GO SOUTH FOR 0.05 MILE TO THE STATION ON THE LEFT.
 OY0869'
 OY0869'THE STATION MARK, STAMPED IDA 15-99 NO 3 1977, IS A STANDARD
 OY0869'REFERENCE MARK DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 OY0869'THAT PROJECTS 1-INCH, 42.5 FEET NORTH OF THE NORTH END OF A GATE, 2
 OY0869'FEET SOUTH OF A METAL WITNESS POST, AND 1.5 FEET EAST OF THE
 OY0869'PROPERTY LINE FENCE.
 OY0869'
 OY0869'AN UNDERGROUND MARK, STAMPED IDA 15-99 NO 3 1977, CONSISTING OF A
 OY0869'STANDARD REFERENCE MARK DISK SET IN CONCRETE WAS ESTABLISHED 3-FEET
 OY0869'BELOW THE SURFACE.
 OY0869'
 OY0869'REFERENCE MARK NO. 4, STAMPED IDA 15-99 1959 NO 4 1977, IS A
 OY0869'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 OY0869'FLUSH, 10.5 FEET SOUTH OF A T FENCE CORNER, 1-FOOT EAST OF THE
 OY0869'NORTH-SOUTH FENCE LINE, AND 1-FOOT NORTH OF A METAL WITNESS POST.
 OY0869'
 OY0869'THE UNDERGROUND MARK FOR TRAVERSE STATION IDA 15-99 1959 WAS USED
 OY0869'FOR THE OTHER REFERENCE MARK.  IT IS 280 FEET WEST OF THE IRRIGATION
 OY0869'DITCH, 145 FEET EAST OF THE PROPERTY LINE FENCE, AND 3 FEET BELOW
 OY0869'THE SURFACE.
 OY0869'
 OY0869'TO REACH THE AZIMUTH MARK FROM THE L.D.S. CHURCH IN ROSE, GO NORTH
 OY0869'ON THE MACADAM ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT,
 OY0869'AND GO NORTHEAST ON THE MACADAM ROAD FOR 1.7 MILES TO A GRAVELED
 OY0869'ROAD LEFT, JUST AFTER CROSSING TWO CANALS, TURN LEFT, PASSING TO
 OY0869'THE SOUTH OF MR. CHRISTENSENS RESIDENCE, AND GO WEST ON THE
 OY0869'GRAVELED ROAD FOR 0.15 MILE TO THE SECOND UNDERPASS, AND THE
 OY0869'AZIMUTH MARK.
 OY0869'
 OY0869'THE AZIMUTH MARK, STAMPED IDA 15-99 R M 3 1977, IS A STANDARD DISK
 OY0869'CEMENTED IN A DRILL HOLE IN THE CONCRETE PARAPET OF THE UNDERPASS,
 OY0869'26 FEET NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 OY0869'INTERSTATE 15, 4 FEET NORTHWEST OF THE GUARD RAIL, AND 0.5 FOOT
 OY0869'SOUTHWEST OF THE NORTHEAST END OF THE PARAPET.
 OY0869'
 OY0869'NOTE--FERROUS METAL WAS PLACED IN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1267 ***********************************************************************
 NU1267  DESIGNATION -  IDA 15 W 1
 NU1267  PID         -  NU1267
 NU1267  STATE/COUNTY-  ID/CASSIA
 NU1267  USGS QUAD   -  RUPERT SE (1978)
 NU1267
 NU1267                         *CURRENT SURVEY CONTROL
 NU1267  ___________________________________________________________________
 NU1267* NAD 83(1992)-  42 34 31.11528(N)    113 30 10.38497(W)     ADJUSTED  
 NU1267* NAVD 88     -      1343.636  (meters)    4408.25   (feet)  ADJUSTED  
 NU1267  ___________________________________________________________________
 NU1267  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 NU1267  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NU1267  DYNAMIC HT  -        1342.852 (meters)    4405.67  (feet)  COMP
 NU1267  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 NU1267
 NU1267  HORZ ORDER  -  SECOND
 NU1267  VERT ORDER  -  SECOND    CLASS 0
 NU1267
 NU1267.The horizontal coordinates were established by classical geodetic methods
 NU1267.and adjusted by the National Geodetic Survey in July 1992..
 NU1267
 NU1267.The orthometric height was determined by differential leveling
 NU1267.and adjusted by the National Geodetic Survey in June 1991..
 NU1267
 NU1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1267
 NU1267.The geoid height was determined by GEOID03.
 NU1267
 NU1267.The dynamic height is computed by dividing the NAVD 88
 NU1267.geopotential number by the normal gravity value computed on the
 NU1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1267.degrees latitude (g = 980.6199 gals.).
 NU1267
 NU1267.The modeled gravity was interpolated from observed gravity values.
 NU1267
 NU1267;                    North         East     Units Scale Factor Converg.
 NU1267;SPC ID C     -   101,042.585   540,811.210   MT  0.99996785   +0 20 10.8
 NU1267;UTM  12      - 4,716,691.851   294,588.977   MT  1.00011915   -1 41 38.2
 NU1267
 NU1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1267!SPC ID C     -   0.99979158  x   0.99996785  =   0.99975943
 NU1267!UTM  12      -   0.99979158  x   1.00011915  =   0.99991070
 NU1267
 NU1267|---------------------------------------------------------------------|
 NU1267| PID    Reference Object                     Distance      Geod. Az  |
 NU1267|                                                           dddmmss.s |
 NU1267| NU1266 IDA 15 W 1 RM 1                      22.911 METERS 07234     |
 NU1267| NU1268 IDA 15 W 1 RM 2                      22.253 METERS 14653     |
 NU1267| CM4901 IDA 15 W 1 AZ MK                                   2122810.2 |
 NU1267|---------------------------------------------------------------------|
 NU1267
 NU1267                          SUPERSEDED SURVEY CONTROL
 NU1267
 NU1267  NAD 83(1986)-  42 34 31.11409(N)    113 30 10.38017(W) AD(       ) 2
 NU1267  NAD 27      -  42 34 31.43950(N)    113 30 07.36730(W) AD(       ) 2
 NU1267  NGVD 29 (??/??/92) 1342.653  (m)         4405.02   (f) ADJ UNCH    2 0
 NU1267
 NU1267.Superseded values are not recommended for survey control.
 NU1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1267.See file dsdata.txt to determine how the superseded data were derived.
 NU1267
 NU1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN9458916692(NAD 83)
 NU1267_MARKER: DS = TRIANGULATION STATION DISK
 NU1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1267_STAMPING: IDA 15W-1 1959
 NU1267_MARK LOGO: CGS   
 NU1267_PROJECTION: PROJECTING 20 CENTIMETERS
 NU1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1267+STABILITY: SURFACE MOTION
 NU1267
 NU1267  HISTORY     - Date     Condition        Report By
 NU1267  HISTORY     - 1959     MONUMENTED       CGS
 NU1267  HISTORY     - 1960     GOOD             NGS
 NU1267  HISTORY     - 1983     GOOD             NGS
 NU1267
 NU1267                          STATION DESCRIPTION
 NU1267
 NU1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1267'THE STATION IS ABOUT 7-1/2 MILES NORTHEAST OF DECLO, 6.3 MILES
 NU1267'EAST OF THE EAST BANK OF THE SNAKE RIVER, 0.6 MILE EAST-NORTHEAST
 NU1267'OF THE PROPOSED INTERSECTION OF INTERSTATE HIGHWAYS 80N AND 15W
 NU1267'AND 0.2 MILE NORTH OF THE NORTH TRAFFIC LANE OF HIGHWAY 15W.
 NU1267'
 NU1267'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30S AND STATE HIGHWAY
 NU1267'77 AT DECLO GO EASTERLY ON U.S. HIGHWAY 30S FOR 4.0 MILES TO A
 NU1267'GRAVEL SIDE ROAD ON THE LEFT.  TURN LEFT, NORTH, AND GO 2.3
 NU1267'MILES TO THE PROPOSED HIGHWAY.  TURN RIGHT, EAST, ON THE PROPOSED
 NU1267'HIGHWAY AND GO 1.7 MILES TO A INTERCHANGE (JUNCTION OF INTERSTATE
 NU1267'HIGHWAYS 80N AND 15W).  CONTINUE STRAIGHT AHEAD, EAST, FOR 0.8
 NU1267'MILE, THENCE NORTH, CROSS-COUNTRY, FOR 0.2 MILE TO THE SUMMIT
 NU1267'OF A SLIGHT RISE AND THE STATION.
 NU1267'
 NU1267'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15W-1 1959,
 NU1267'IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING 4 INCHES
 NU1267'AND IS 4.6 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 NU1267'
 NU1267'REFERENCE MARK NO. 1, STAMPED IDA 15W-1 NO 1 1959, IS A STANDARD
 NU1267'DISK SET IN A CONCRETE POST PROJECTING 3 INCHES AND IS ABOUT 18
 NU1267'INCHES LOWER THAN THE STATION.
 NU1267'
 NU1267'REFERENCE MARK NO. 2, STAMPED IDA 15W-1 NO 2 1959, IS A STANDARD
 NU1267'DISK SET IN A CONCRETE POST PROJECTING 2 INCHES AND IS ABOUT
 NU1267'1 FOOT LOWER THAN THE STATION.
 NU1267'
 NU1267'THE AZIMUTH MARK, STAMPED IDA 15W-1 1959, IS A STANDARD DISK
 NU1267'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND AND
 NU1267'IS 6-1/2 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 NU1267'TO REACH FROM THE INTERCHANGE (JUNCTION OF INTERSTATE HIGHWAYS
 NU1267'80N AND 15W) GO EAST ON HIGHWAY 15W FOR 0.5 MILE, THENCE SOUTH
 NU1267'0.15 MILE TO THE APPROXIMATE CENTER OF A BORROW PIT AND THE
 NU1267'MARK.
 NU1267
 NU1267                          STATION RECOVERY (1960)
 NU1267
 NU1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU1267'13.7 MI W FROM RAFT RIVER.
 NU1267'13.5 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU1267'STORE, THENCE 0.2 MILE NORTH TO THE SUMMIT OF A GRASS COVERED RIDGE,
 NU1267'75.17 FEET WEST OF R.M. 1, 73.00 FEET NORTH OF R.M. 2, 4.6 FEET
 NU1267'NORTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE
 NU1267'POST PROJECTING 4 INCHES.
 NU1267
 NU1267                          STATION RECOVERY (1983)
 NU1267
 NU1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1267'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU1267'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU1267'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU1267'1.55 KM (0.95 MI) EAST ALONG INTERSTATE 86, THENCE 0.3 KM (0.2 MI)
 NU1267'NORTH ACROSS COUNTRY TO THE HIGHEST POINT OF A HILL AND THE STATION,
 NU1267'22.8 METERS (75 FT) WEST OF RM 1 AND 22.2 METERS (73 FT) NORTH OF RM
 NU1267'2.
 NU1267'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1266 ***********************************************************************
 NU1266  DESIGNATION -  IDA 15 W 1 RM 1
 NU1266  PID         -  NU1266
 NU1266  STATE/COUNTY-  ID/CASSIA
 NU1266  USGS QUAD   -  RUPERT SE (1978)
 NU1266
 NU1266                         *CURRENT SURVEY CONTROL
 NU1266  ___________________________________________________________________
 NU1266* NAD 83(1986)-  42 34 31.     (N)    113 30 10.     (W)     SCALED    
 NU1266* NAVD 88     -      1343.224  (meters)    4406.89   (feet)  ADJUSTED  
 NU1266  ___________________________________________________________________
 NU1266  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NU1266  DYNAMIC HT  -        1342.440 (meters)    4404.32  (feet)  COMP
 NU1266  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 NU1266
 NU1266  VERT ORDER  -  SECOND    CLASS 0
 NU1266
 NU1266.The horizontal coordinates were scaled from a topographic map and have
 NU1266.an estimated accuracy of +/- 6 seconds.
 NU1266
 NU1266.The orthometric height was determined by differential leveling
 NU1266.and adjusted by the National Geodetic Survey in June 1991..
 NU1266
 NU1266.The geoid height was determined by GEOID03.
 NU1266
 NU1266.The dynamic height is computed by dividing the NAVD 88
 NU1266.geopotential number by the normal gravity value computed on the
 NU1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1266.degrees latitude (g = 980.6199 gals.).
 NU1266
 NU1266.The modeled gravity was interpolated from observed gravity values.
 NU1266
 NU1266;                    North         East    Units  Estimated Accuracy
 NU1266;SPC ID C     -   101,040.      540,820.      MT  (+/- 180 meters Scaled)
 NU1266
 NU1266                          SUPERSEDED SURVEY CONTROL
 NU1266
 NU1266  NGVD 29 (??/??/92) 1342.240  (m)         4403.67   (f) ADJ UNCH    2 0
 NU1266
 NU1266.Superseded values are not recommended for survey control.
 NU1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1266.See file dsdata.txt to determine how the superseded data were derived.
 NU1266
 NU1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN945166(NAD 83)
 NU1266_MARKER: DR = REFERENCE MARK DISK
 NU1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1266_STAMPING: IDA 15W-1 NO 1 1959
 NU1266_MARK LOGO: CGS   
 NU1266_PROJECTION: PROJECTING 20 CENTIMETERS
 NU1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1266+STABILITY: SURFACE MOTION
 NU1266
 NU1266  HISTORY     - Date     Condition        Report By
 NU1266  HISTORY     - 1959     MONUMENTED       CGS
 NU1266  HISTORY     - 1960     GOOD             NGS
 NU1266  HISTORY     - 1983     GOOD             NGS
 NU1266
 NU1266                          STATION DESCRIPTION
 NU1266
 NU1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1266'13.7 MI W FROM RAFT RIVER.
 NU1266'13.5 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU1266'STORE, THENCE 0.2 MILE NORTH, 75.17 FEET EAST OF THE STATION MARK, SET
 NU1266'IN A SQUARE CONCRETE POST PROJECTING 3 INCHES AND ABOUT 18 INCHES
 NU1266'LOWER THAN THE STATION.
 NU1266
 NU1266                          STATION RECOVERY (1983)
 NU1266
 NU1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1266'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU1266'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU1266'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU1266'1.55 KM (0.95 MI) EAST ALONG INTERSTATE 86, THENCE 0.3 KM (0.2 MI)
 NU1266'NORTH ACROSS COUNTRY TO THE TOP OF THE HIGHEST POINT OF THE HILL,
 NU1266'22.9 METERS (75 FT) EAST OF THE STATION AND 27.3 METERS (89.5 FT)
 NU1266'NORTHEAST OF RM 2.
 NU1266'THE MARK IS 27.5 METERS  E FROM A WITNESS POST.
 NU1266'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1268 ***********************************************************************
 NU1268  DESIGNATION -  IDA 15 W 1 RM 2
 NU1268  PID         -  NU1268
 NU1268  STATE/COUNTY-  ID/CASSIA
 NU1268  USGS QUAD   -  RUPERT SE (1978)
 NU1268
 NU1268                         *CURRENT SURVEY CONTROL
 NU1268  ___________________________________________________________________
 NU1268* NAD 83(1986)-  42 34 31.     (N)    113 30 10.     (W)     SCALED    
 NU1268* NAVD 88     -      1343.254  (meters)    4406.99   (feet)  ADJUSTED  
 NU1268  ___________________________________________________________________
 NU1268  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NU1268  DYNAMIC HT  -        1342.470 (meters)    4404.42  (feet)  COMP
 NU1268  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 NU1268
 NU1268  VERT ORDER  -  SECOND    CLASS 0
 NU1268
 NU1268.The horizontal coordinates were scaled from a topographic map and have
 NU1268.an estimated accuracy of +/- 6 seconds.
 NU1268
 NU1268.The orthometric height was determined by differential leveling
 NU1268.and adjusted by the National Geodetic Survey in June 1991..
 NU1268
 NU1268.The geoid height was determined by GEOID03.
 NU1268
 NU1268.The dynamic height is computed by dividing the NAVD 88
 NU1268.geopotential number by the normal gravity value computed on the
 NU1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1268.degrees latitude (g = 980.6199 gals.).
 NU1268
 NU1268.The modeled gravity was interpolated from observed gravity values.
 NU1268
 NU1268;                    North         East    Units  Estimated Accuracy
 NU1268;SPC ID C     -   101,040.      540,820.      MT  (+/- 180 meters Scaled)
 NU1268
 NU1268                          SUPERSEDED SURVEY CONTROL
 NU1268
 NU1268  NGVD 29 (??/??/92) 1342.270  (m)         4403.76   (f) ADJ UNCH    2 0
 NU1268
 NU1268.Superseded values are not recommended for survey control.
 NU1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1268.See file dsdata.txt to determine how the superseded data were derived.
 NU1268
 NU1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN945166(NAD 83)
 NU1268_MARKER: DR = REFERENCE MARK DISK
 NU1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1268_STAMPING: IDA 15W-1 NO 2 1959
 NU1268_MARK LOGO: CGS   
 NU1268_PROJECTION: PROJECTING 10 CENTIMETERS
 NU1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1268+STABILITY: SURFACE MOTION
 NU1268
 NU1268  HISTORY     - Date     Condition        Report By
 NU1268  HISTORY     - 1959     MONUMENTED       CGS
 NU1268  HISTORY     - 1960     GOOD             NGS
 NU1268  HISTORY     - 1983     GOOD             NGS
 NU1268
 NU1268                          STATION DESCRIPTION
 NU1268
 NU1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1268'13.7 MI W FROM RAFT RIVER.
 NU1268'13.5 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU1268'STORE, THENCE 0.2 MILE NORTH, 73.00 FEET SOUTH OF THE STATION, SET IN
 NU1268'A SQUARE CONCRETE POST PROJECTING 2 INCHES AND ABOUT 1 FOOT LOWER THAN
 NU1268'THE STATION.
 NU1268
 NU1268                          STATION RECOVERY (1983)
 NU1268
 NU1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1268'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU1268'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU1268'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU1268'1.55 KM (0.95 MI) EAST ALONG INTERSTATE 86, THENCE 0.3 KM (0.2 MI)
 NU1268'NORTH ACROSS COUNTRY TO THE TOP OF THE HIGHEST POINT OF THE HILL,
 NU1268'22.2 METERS (73 FT) SOUTH OF THE STATION AND 27.3 METERS (89.5 FT)
 NU1268'SOUTHWEST OF RM 1.
 NU1268'THE MARK IS 21.6 METERS  S FROM A WITNESS POST.
 NU1268'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0893 ***********************************************************************
 NU0893  DESIGNATION -  IDA 15 W 10
 NU0893  PID         -  NU0893
 NU0893  STATE/COUNTY-  ID/POWER
 NU0893  USGS QUAD   -  REGISTER ROCK (1984)
 NU0893
 NU0893                         *CURRENT SURVEY CONTROL
 NU0893  ___________________________________________________________________
 NU0893* NAD 83(1992)-  42 38 08.14875(N)    113 03 35.36199(W)     ADJUSTED  
 NU0893* NAVD 88     -      1296.494  (meters)    4253.58   (feet)  ADJUSTED  
 NU0893  ___________________________________________________________________
 NU0893  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 NU0893  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 NU0893  DYNAMIC HT  -        1295.747 (meters)    4251.13  (feet)  COMP
 NU0893  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 NU0893
 NU0893  HORZ ORDER  -  SECOND
 NU0893  VERT ORDER  -  FIRST     CLASS II
 NU0893
 NU0893.The horizontal coordinates were established by classical geodetic methods
 NU0893.and adjusted by the National Geodetic Survey in July 1992..
 NU0893
 NU0893.The orthometric height was determined by differential leveling
 NU0893.and adjusted by the National Geodetic Survey in June 1991..
 NU0893
 NU0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0893
 NU0893.The geoid height was determined by GEOID03.
 NU0893
 NU0893.The dynamic height is computed by dividing the NAVD 88
 NU0893.geopotential number by the normal gravity value computed on the
 NU0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0893.degrees latitude (g = 980.6199 gals.).
 NU0893
 NU0893.The modeled gravity was interpolated from observed gravity values.
 NU0893
 NU0893;                    North         East     Units Scale Factor Converg.
 NU0893;SPC ID E     -   108,006.190   126,745.892   MT  1.00001336   -0 36 18.0
 NU0893;SPC ID C     -   108,047.985   577,110.673   MT  1.00002050   +0 38 12.6
 NU0893;UTM  12      - 4,722,406.426   331,115.432   MT  0.99995092   -1 23 43.9
 NU0893
 NU0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0893!SPC ID E     -   0.99979887  x   1.00001336  =   0.99981223
 NU0893!SPC ID C     -   0.99979887  x   1.00002050  =   0.99981936
 NU0893!UTM  12      -   0.99979887  x   0.99995092  =   0.99974980
 NU0893
 NU0893|---------------------------------------------------------------------|
 NU0893| PID    Reference Object                     Distance      Geod. Az  |
 NU0893|                                                           dddmmss.s |
 NU0893| NU0892 IDA 15 W 10 RM 1                     12.382 METERS 06220     |
 NU0893| NU0891 4276.7                                             0722859.1 |
 NU0893| NU0894 IDA 15 W 10 RM 2                     11.660 METERS 25053     |
 NU0893|---------------------------------------------------------------------|
 NU0893
 NU0893                          SUPERSEDED SURVEY CONTROL
 NU0893
 NU0893  NAD 83(1986)-  42 38 08.14524(N)    113 03 35.35468(W) AD(       ) 2
 NU0893  NAD 27      -  42 38 08.45890(N)    113 03 32.37260(W) AD(       ) 2
 NU0893  NGVD 29 (??/??/92) 1295.490  (m)         4250.29   (f) ADJ UNCH    1 2
 NU0893
 NU0893.Superseded values are not recommended for survey control.
 NU0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0893.See file dsdata.txt to determine how the superseded data were derived.
 NU0893
 NU0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN3111522406(NAD 83)
 NU0893_MARKER: DE = TRAVERSE STATION DISK
 NU0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0893_STAMPING: IDA 15W-10 1960
 NU0893_MARK LOGO: CGS   
 NU0893_PROJECTION: PROJECTING 15 CENTIMETERS
 NU0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0893+STABILITY: SURFACE MOTION
 NU0893
 NU0893  HISTORY     - Date     Condition        Report By
 NU0893  HISTORY     - 1959     MONUMENTED       CGS
 NU0893  HISTORY     - 1960     GOOD             CGS
 NU0893  HISTORY     - 1979     GOOD             NGS
 NU0893  HISTORY     - 1983     GOOD             NGS
 NU0893  HISTORY     - 1983     GOOD             NGS
 NU0893  HISTORY     - 19830615 GOOD             NGS
 NU0893
 NU0893                          STATION DESCRIPTION
 NU0893
 NU0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NU0893'4.6 MI W FROM MASSACRE ROCKS.
 NU0893'4.6 MILES WEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) FROM
 NU0893'THE MASSACRE ROCKS MOTEL, 63 FEET EAST FROM A WIRE GATE AND FARM ROAD,
 NU0893'4.5 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN, 4 FEET SOUTH
 NU0893'FROM THE NORTH RIGHT OF WAY FENCE, SET IN A CYLINDRICAL CONCRETE POST
 NU0893'PROJECTING 5-INCHES ABOVE THE GROUND.
 NU0893
 NU0893                          STATION RECOVERY (1960)
 NU0893
 NU0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0893'THE STATION IS 4.6 MILES SOUTHWESTERLY ALONG U.S. HIGHWAY 30 N
 NU0893'FROM THE MASSACRE ROCKS MOTEL AND CAFE, ABOUT 95 FEET NORTH OF THE
 NU0893'CENTER LINE OF THE HIGHWAY, 63 FEET EAST OF A WIRE GATE AND FARM
 NU0893'ROAD, 4-1/2 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 NU0893'ATTACHED AND 4 FEET SOUTH OF THE NORTH HIGHWAY RIGHT OF WAY
 NU0893'FENCE LINE.
 NU0893'
 NU0893'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15 W-10 1960,
 NU0893'IS A STANDARD TRAVERSE DISK SET IN A CYLINDRICAL CONCRETE POST
 NU0893'PROJECTING 5 INCHES.
 NU0893'
 NU0893'REFERENCE MARK 1, STAMPED IDA 15 W-10 NO 1 1960, IS A STANDARD
 NU0893'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND
 NU0893'IS 98 FEET EAST OF THE FARM ROAD AND GATE AND 1 FOOT SOUTH OF THE
 NU0893'RIGHT OF WAY FENCE LINE.
 NU0893'
 NU0893'REFERENCE MARK 2, STAMPED IDA 15 W-10 NO 2 1960, IS A STANDARD
 NU0893'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES AND
 NU0893'IS 25 FEET EAST OF THE FARM ROAD AND GATE AND 1 FOOT SOUTH OF
 NU0893'THE RIGHT OF WAY FENCE LINE.
 NU0893'
 NU0893'THE AZIMUTH MARK, NO STAMPING, IS A STANDARD DISK OF THE IDAHO
 NU0893'DEPARTMENT OF PUBLIC WORKS, SET IN A PRECAST CONCRETE POST
 NU0893'PROJECTING 15 INCHES.  IT IS 1 MILE EAST OF THE STATION, 58 FEET
 NU0893'SOUTH OF THE OLD ALIGNMENT OF U.S. HIGHWAY 30 N, 175 FEET WEST
 NU0893'OF A GRAVELED CROSS ROAD, 43 FEET SOUTH OF THE OLD RIGHT OF WAY
 NU0893'FENCE, 3 FEET SOUTHEAST OF A GUYED TELEPHONE POLE AND 3 FEET
 NU0893'WEST OF A METAL WITNESS POST.  THE OLD ROAD BED IS 0.1 MILE
 NU0893'SOUTH OF THE PRESENT ALIGNMENT OF U.S. HIGHWAY 30 N.
 NU0893
 NU0893                          STATION RECOVERY (1979)
 NU0893
 NU0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NU0893'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 NU0893'(R/W MONUMENT IDPW) WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 NU0893'STATION WAS NOT OCCUPIED THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 NU0893'
 NU0893'THE STATION IS LOCATED 4.7 MILES SOUTHWEST OF THE VISITOR CENTER OF
 NU0893'THE MASSACRE ROCKS STATE PARK, ABOUT 0.75 MILE SOUTH OF THE SNAKE
 NU0893'RIVER AND ON THE NORTH RIGHT OF WAY OF INTERSTATE HIGHWAY 86.
 NU0893'
 NU0893'TO REACH THE STATION FROM THE VISITOR CENTER AT THE MASSACRE-ROCKS
 NU0893'STATE PARK, GO SOUTHWESTERLY ON INTERSTATE HIGHWAY 86 FOR 4.7 MILES
 NU0893'TO THE MARK ON THE RIGHT.
 NU0893'
 NU0893'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 NU0893'STAMPED---IDA 15 W-10 1960---SET INTO THE TOP OF A ROUND CONCRETE
 NU0893'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES)
 NU0893'ABOVE THE GROUND LOCATED 29.0 METERS (95 FEET) N FROM THE CENTER OF
 NU0893'THE WEST BOUND LANE, 1.2 METERS (4 FEET) S FROM THE RIGHT OF WAY
 NU0893'FENCE, AND 0.9 METER (3 FEET) N FROM A METAL WITNESS POST.
 NU0893'
 NU0893'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU0893'NOS) DISK STAMPED---IDA 15W-10 NO1 1960---SET INTO THE TOP OF A
 NU0893'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 5 CM
 NU0893'(2 INCHES) BELOW THE GROUND LOCATED 29.9 METERS (98 FEET) N FROM THE
 NU0893'CENTER OF THE WEST BOUND LANE, 12.8 METERS (42 FEET) E FROM A METAL
 NU0893'WITNESS POST, AND 0.3 METER (1 FOOT) S FROM THE RIGHT OF WAY FENCE.
 NU0893'
 NU0893'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU0893'NOS) DISK STAMPED---IDA 15 W-10 NO 2 1960---SET INTO THE TOP OF A
 NU0893'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM
 NU0893'(3 INCHES) ABOVE THE GROUND LOCATED 29.9 METERS (98 FEET) N FROM THE
 NU0893'CENTER OF THE WEST BOUND LANE, 11.9 METERS (39 FEET) W FROM A METAL
 NU0893'WITNESS POST, AND 0.3 METER (1 FOOT) S FROM THE RIGHT OF WAY FENCE.
 NU0893'
 NU0893'AZIMUTH MARK NO. 1 IS AN IDAHO PUBLIC WORKS DISK, STAMPED
 NU0893'---4276.7---SET IN THE TOP OF A PRECAST MONUMENT PROJECTING 15
 NU0893'INCHES LOCATED 53.3 METERS (175 FEET) W FROM THE CENTER OF A GRAVELED
 NU0893'ROAD, 0.9 METER (3 FEET) S FROM A POLE, AND 0.9 METER (3 FEET) W FROM
 NU0893'A METAL WITNESS POST.
 NU0893'
 NU0893'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY FOR 1.0 MILE
 NU0893'TO THE MARK ON THE RIGHT.
 NU0893
 NU0893                          STATION RECOVERY (1983)
 NU0893
 NU0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0893'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0893'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0893'HIGHWAY 39 AT AMERICAN FALLS, THENCE 19.74 KM (12.34 MI) SOUTHWEST
 NU0893'ALONG INTERSTATE 86, AT THE SOUTHWEST END AND THE HIGHEST POINT OF A
 NU0893'LOW CUT, 0.15 KM (0.1 MI) SOUTHWEST OF MILEPOST 24, 28.9 METERS
 NU0893'(95 FT) NORTHWEST OF THE WEST BOUND HIGHWAY CENTERLINE, 38.4 METERS
 NU0893'(126 FT) SOUTHWEST OF A BRACED FENCE POST IN THE RIGHT OF WAY FENCE,
 NU0893'12.3 METERS (40.5 FT) SOUTHWEST OF RM 3, 11.6 METERS (38.2 FT)
 NU0893'NORTHEAST OF RM 2 AND 0.9 METER (3 FT) SOUTHEAST OF THE RIGHT OF WAY
 NU0893'FENCE.
 NU0893'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 NU0893'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 NU0893
 NU0893                          STATION RECOVERY (1983)
 NU0893
 NU0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0893'REACHED FROM THE ENTRANCE TO MASSACRE ROCKS STATE PARK BY GOING WEST
 NU0893'ON HIGHWAY 30 FOR 7.5 KILOMETERS (4.7 MILES) TO A FIELD ROAD AND MARK
 NU0893'ON THE RIGHT. IT IS 29 METERS NORTH OF THE CENTERLINE OF HIGHWAY 30
 NU0893'(TEMP 86) 19.7 METERS EAST OF THE CENTERLINE OF A FIELD ROAD, 12.30
 NU0893'METERS WEST SOUTHWEST OF RM 3, 11.66 METERS EAST NORTHEAST OF RM 1,
 NU0893'1.40 METER SOUTHWEST OF A METAL WTINESS POST. 0.8 METER SOUTH OF A
 NU0893'FENCE AND 0.5 METER EAST FROM A FIBERGLASS WITNESS POST.
 NU0893
 NU0893                          STATION RECOVERY (1983)
 NU0893
 NU0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NU0893'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1 WAS FOUND
 NU0893'LEANING AT A 60 DEGREE ANGLE.  IT WAS STRAIGHTENED AND RESTAMPED AT
 NU0893'THIS TIME.  THE AZ MK 4276.7 IDPW WAS FOUND LEANING SLIGHTLY TOWARD
 NU0893'THE STATION BUT WAS FIRM IN THE GROUND.  A GOOD AZIMUTH CHECK WAS
 NU0893'OBTAINED.  THE STATION IS LOCATED ABOUT 7.5 KM (4.65 MI) SW OF THE
 NU0893'MASS ACRE ROCKS STATE PARK AND ABOUT 3.7 KM (2.30 MI) W OF REGISTER
 NU0893'ROCK STATE PARK.  TO REACH THE STATION FROM THE ENTRANCE TO MASS ACRE
 NU0893'ROCKS STATE PARK GO W 7.5 KM (4.65 MI) ALONG HWY 30 TO A FIELD ROAD
 NU0893'AND MARK ON THE RIGHT.
 NU0893' 
 NU0893'THE STATION IS STANDARD USCGS DISK STAMPED---IDA 15W-10 1960---, SET
 NU0893'INTO THE TOP OF A ROUND CONCRETE MONUMENT, PROJECTING 15 CM ABOVE THE
 NU0893'GROUND.  THE STATION IS LOCATED 29 METERS (95.1 FT) N FROM THE
 NU0893'CENTERLINE OF HWY 30, TEMP 86, 19.7 METERS (64.6 FT) E FROM THE
 NU0893'CENTERLINE OF A FIELD ROAD, 1.40 METERS (4.59 FT) SW FROM A METAL
 NU0893'WITNESS POST, 0.8 METERS (2.6 FT) S FROM A FENCE, 0.5 METERS (1.6 FT)
 NU0893'E FROM A FIBERGLASS WITNESS POST.
 NU0893' 
 NU0893'RM NO 2, IS A STANDARD USCGS DISK STAMPED---IDA 15W-10 NO 2 1960---,
 NU0893'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER, FLUSH
 NU0893'WITH GROUND.  THE STATION IS LOCATED 30 METERS (98.4 FT) N FROM THE
 NU0893'CENTERLINE OF THE HWY, 7.9 METERS (25.9 FT) E FROM THE CENTERLINE OF A
 NU0893'FIELD ROAD, 0.4 METERS (1.3 FT) SW FROM A WITNESS POST, 0.10 METERS
 NU0893'(0.33 FT) N FROM A FENCE, AND 0.2 METERS (0.7 FT) LOWER THAN THE
 NU0893'STATION.
 NU0893' 
 NU0893'RM NO 3, IS A STANDARD USCGS DISK STAMPED---IDA 15W-10 NO 3 1960
 NU0893'1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 NU0893'DIAMETER, PROJECTING 20 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 NU0893'30 METERS (98.4 FT) N FROM THE CENTERLINE OF HIGHWAY, 0.3 METERS (1.0
 NU0893'FT) S FROM A METAL WITNESS POST, 0.15 METERS (0.49 FT) N FROM A FENCE,
 NU0893'AND 0.08 METERS (0.26 FT) LOWER THAN THE STATION.
 NU0893' 
 NU0893'AZ MK NO 1, IS AN IDAHO DEPARTMENT OF PUBLIC WORKS DISK
 NU0893'STAMPED---4276.7---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT,
 NU0893'15 CM IN DIAMETER, PROJECTING 40 CM ABOVE THE GROUND. THE STATION IS
 NU0893'LOCATED 46 METERS (150.9 FT) W FROM A GRAVEL ROAD, 33.1 METERS (108.6
 NU0893'FT) S FROM THE CENTERLINE OF NEW ACCESS ROAD, 17.6 METERS (57.7 FT) S
 NU0893'FROM RIGHT OF WAY FENCE, 0.76 METERS (2.49 FT) SE FROM A TELEPHONE
 NU0893'POLE, AND 0.97 METERS (3.18 FT) W FROM A METAL WITNESS POST.  TO REACH
 NU0893'THE AZ MK FROM THE STATION GO E ON HWY 1.5 KM (0.95 MI) TURN RIGHT ON
 NU0893'GRAVEL ROAD AND GO 0.2 KM (0.10 MI) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0894 ***********************************************************************
 NU0894  DESIGNATION -  IDA 15 W 10 RM 2
 NU0894  PID         -  NU0894
 NU0894  STATE/COUNTY-  ID/POWER
 NU0894  USGS QUAD   -  REGISTER ROCK (1984)
 NU0894
 NU0894                         *CURRENT SURVEY CONTROL
 NU0894  ___________________________________________________________________
 NU0894* NAD 83(1986)-  42 38 08.     (N)    113 03 35.     (W)     SCALED    
 NU0894* NAVD 88     -      1296.226  (meters)    4252.70   (feet)  ADJUSTED  
 NU0894  ___________________________________________________________________
 NU0894  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 NU0894  DYNAMIC HT  -        1295.479 (meters)    4250.25  (feet)  COMP
 NU0894  MODELED GRAV-     979,999.7   (mgal)                       NAVD 88
 NU0894
 NU0894  VERT ORDER  -  SECOND    CLASS 0
 NU0894
 NU0894.The horizontal coordinates were scaled from a topographic map and have
 NU0894.an estimated accuracy of +/- 6 seconds.
 NU0894
 NU0894.The orthometric height was determined by differential leveling
 NU0894.and adjusted by the National Geodetic Survey in June 1991..
 NU0894
 NU0894.The geoid height was determined by GEOID03.
 NU0894
 NU0894.The dynamic height is computed by dividing the NAVD 88
 NU0894.geopotential number by the normal gravity value computed on the
 NU0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0894.degrees latitude (g = 980.6199 gals.).
 NU0894
 NU0894.The modeled gravity was interpolated from observed gravity values.
 NU0894
 NU0894;                    North         East    Units  Estimated Accuracy
 NU0894;SPC ID E     -   108,000.      126,750.      MT  (+/- 180 meters Scaled)
 NU0894
 NU0894                          SUPERSEDED SURVEY CONTROL
 NU0894
 NU0894  NGVD 29 (??/??/92) 1295.221  (m)         4249.40   (f) ADJ UNCH    2 0
 NU0894
 NU0894.Superseded values are not recommended for survey control.
 NU0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0894.See file dsdata.txt to determine how the superseded data were derived.
 NU0894
 NU0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN311224(NAD 83)
 NU0894_MARKER: DR = REFERENCE MARK DISK
 NU0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0894_STAMPING: IDA 15W-10 NO 2 1960
 NU0894_MARK LOGO: CGS   
 NU0894_PROJECTION: PROJECTING 15 CENTIMETERS
 NU0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0894+STABILITY: SURFACE MOTION
 NU0894
 NU0894  HISTORY     - Date     Condition        Report By
 NU0894  HISTORY     - 1960     MONUMENTED       CGS
 NU0894  HISTORY     - 1960     GOOD             NGS
 NU0894  HISTORY     - 1983     GOOD             NGS
 NU0894  HISTORY     - 1983     GOOD             NGS
 NU0894  HISTORY     - 19830615 GOOD             NGS
 NU0894
 NU0894                          STATION DESCRIPTION
 NU0894
 NU0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0894'4.6 MI W FROM MASSACRE ROCKS.
 NU0894'4.6 MILES WEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) FROM
 NU0894'THE MASSACRE ROCKS MOTEL, 25 FEET EAST FROM A WIRE GATE AND FARM ROAD,
 NU0894'1-FOOT NORTH OF THE RIGHT OF WAY FENCE, 38.3 FEET WEST FROM TRAVERSE
 NU0894'STATION IDA 15W-10, SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 NU0894'4-INCHES ABOVE THE GROUND.
 NU0894
 NU0894                          STATION RECOVERY (1983)
 NU0894
 NU0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0894'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0894'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0894'HIGHWAY 39 AT AMERICAN FALLS, THENCE 19.74 KM (12.34 MI) SOUTHWEST
 NU0894'ALONG INTERSTATE 86, AT THE SOUTHWEST END AND HIGHEST POINT OF A LOW
 NU0894'CUT, 0.15 KM (0.1 MI) SOUTHWEST OF MILEPOST 24, IN THE RIGHT OF WAY
 NU0894'FENCE, 29.9 METERS (98 FT) NORTHWEST OF THE WEST BOUND HIGHWAY
 NU0894'CENTERLINE, 50.0 METERS (164 FT) SOUTHWEST OF A BRACED FENCE POST IN
 NU0894'THE RIGHT OF WAY FENCE, 23.8 METERS (78.5 FT) SOUTHWEST OF RM 3 AND
 NU0894'11.6 METERS (38 FT) SOUTHWEST OF THE STATION.
 NU0894'THE MARK IS 11.3 METERS  SW FROM A WITNESS POST.
 NU0894'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 NU0894
 NU0894                          STATION RECOVERY (1983)
 NU0894
 NU0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0894'REACHED FROM THE ENTRANCE TO MASSACRE ROCKS STATE PARK BY GOING WEST
 NU0894'ON HIGHWAY 30 (TEMP 86) FOR 7.5 KILOMETERS (4.7 MILES) TO A FILED
 NU0894'ROAD AND MARK ON THE RIGHT. IT IS 30 METERS NORTH OF THE CENTERLINE
 NU0894'OF THE HIGHWAY, 11.66 METERS WEST OF TRAVERSE STATION IDA 15 W-10
 NU0894'1960, 7.9 METERS EAST OF THE CENTERLINE OF A FIELD ROAD, 0.4 METERS
 NU0894'SOUTHWEST FROM A WITNESS POST AND 0.1 METERS NORTH OF A FENCE.
 NU0894
 NU0894                          STATION RECOVERY (1983)
 NU0894
 NU0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NU0894'THE MARK WAS RECOVERED IN GOOD CONDITION.  REACHED FROM THE ENTRANCE
 NU0894'TO MASSACRE ROCKS STATE PARK BY GOING W ON HWY 30, TEMP 86, FOR 7.5
 NU0894'KM (4.65 MI) TO A FIELD ROAD AND MARK ON THE RIGHT.  IT IS 30 METERS
 NU0894'(98.4 FT) N OF THE CENTERLINE OF THE HWY, 11.66 METERS (38.25 FT) W OF
 NU0894'TRAVERSE STATION IDA 15 W-10 1960, 7.9 METERS (25.9 FT) E OF THE
 NU0894'CENTERLINE OF A FIELD ROAD, 0.4 METERS (1.3 FT) SW FROM A WITNESS POST
 NU0894'AND 0.1 METERS (0.3 FT) N OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1810 ***********************************************************************
 NU1810  DESIGNATION -  IDA 15 W 10 RM 3
 NU1810  PID         -  NU1810
 NU1810  STATE/COUNTY-  ID/POWER
 NU1810  USGS QUAD   -  REGISTER ROCK (1984)
 NU1810
 NU1810                         *CURRENT SURVEY CONTROL
 NU1810  ___________________________________________________________________
 NU1810* NAD 83(1986)-  42 38 08.     (N)    113 03 35.     (W)     SCALED    
 NU1810* NAVD 88     -      1296.47   (meters)    4253.5    (feet)  RESET     
 NU1810  ___________________________________________________________________
 NU1810  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 NU1810
 NU1810  VERT ORDER  -  THIRD
 NU1810
 NU1810.The horizontal coordinates were scaled from a topographic map and have
 NU1810.an estimated accuracy of +/- 6 seconds.
 NU1810
 NU1810.The orthometric height was computed from unverified reset data.
 NU1810.No vertical observational check was made to the station.
 NU1810
 NU1810.The geoid height was determined by GEOID03.
 NU1810
 NU1810;                    North         East    Units  Estimated Accuracy
 NU1810;SPC ID E     -   108,000.      126,750.      MT  (+/- 180 meters Scaled)
 NU1810
 NU1810                          SUPERSEDED SURVEY CONTROL
 NU1810
 NU1810  NGVD 29 (03/27/06) 1295.47   (m)         4250.2    (f) RESET       3  
 NU1810
 NU1810.Superseded values are not recommended for survey control.
 NU1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1810.See file dsdata.txt to determine how the superseded data were derived.
 NU1810
 NU1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN311224(NAD 83)
 NU1810_MARKER: DR = REFERENCE MARK DISK
 NU1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1810_SP_SET: CONCRETE POST
 NU1810_STAMPING: IDA 15 W 10 NO 3 1960 1983
 NU1810_MARK LOGO: NGS   
 NU1810_PROJECTION: PROJECTING 20 CENTIMETERS
 NU1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1810+STABILITY: SURFACE MOTION
 NU1810
 NU1810  HISTORY     - Date     Condition        Report By
 NU1810  HISTORY     - 1983     MONUMENTED       NGS
 NU1810
 NU1810                          STATION DESCRIPTION
 NU1810
 NU1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1810'7.5 KM (4.65 MI) WEST FROM MASSACRE ROCKS STATE PARK.
 NU1810'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 NU1810'7.5 KILOMETERS WEST ALONG HIGHWAY 30 FROM THE ENTRANCE TO MASSACRE
 NU1810'ROCKS STATE PARK TO A FIELD ROAD AND MARK ON THE RIGHT, 30 METERS
 NU1810'NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.3 METERS SOUTH OF A METAL
 NU1810'WITNESS POST, 12.30 METERS EAST OF TRI STATION IDA 15 W 10 1960 AND
 NU1810'0.15 METER NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0888 ***********************************************************************
 NU0888  DESIGNATION -  IDA 15 W 11
 NU0888  PID         -  NU0888
 NU0888  STATE/COUNTY-  ID/POWER
 NU0888  USGS QUAD   -  REGISTER ROCK (1984)
 NU0888
 NU0888                         *CURRENT SURVEY CONTROL
 NU0888  ___________________________________________________________________
 NU0888* NAD 83(1992)-  42 38 59.76029(N)    113 01 13.09010(W)     ADJUSTED  
 NU0888* NAVD 88     -      1308.245  (meters)    4292.13   (feet)  ADJUSTED  
 NU0888  ___________________________________________________________________
 NU0888  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 NU0888  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 NU0888  DYNAMIC HT  -        1307.491 (meters)    4289.66  (feet)  COMP
 NU0888  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 NU0888
 NU0888  HORZ ORDER  -  SECOND
 NU0888  VERT ORDER  -  FIRST     CLASS II
 NU0888
 NU0888.The horizontal coordinates were established by classical geodetic methods
 NU0888.and adjusted by the National Geodetic Survey in July 1992..
 NU0888
 NU0888.The orthometric height was determined by differential leveling
 NU0888.and adjusted by the National Geodetic Survey in June 1991..
 NU0888
 NU0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0888
 NU0888.The geoid height was determined by GEOID03.
 NU0888
 NU0888.The dynamic height is computed by dividing the NAVD 88
 NU0888.geopotential number by the normal gravity value computed on the
 NU0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0888.degrees latitude (g = 980.6199 gals.).
 NU0888
 NU0888.The modeled gravity was interpolated from observed gravity values.
 NU0888
 NU0888;                    North         East     Units Scale Factor Converg.
 NU0888;SPC ID E     -   109,565.237   130,003.302   MT  1.00000763   -0 34 42.2
 NU0888;SPC ID C     -   109,677.293   580,333.567   MT  1.00002674   +0 39 49.7
 NU0888;UTM  12      - 4,723,920.276   334,393.827   MT  0.99993742   -1 22 08.8
 NU0888
 NU0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0888!SPC ID E     -   0.99979702  x   1.00000763  =   0.99980465
 NU0888!SPC ID C     -   0.99979702  x   1.00002674  =   0.99982376
 NU0888!UTM  12      -   0.99979702  x   0.99993742  =   0.99973445
 NU0888
 NU0888:                Primary Azimuth Mark                     Grid Az
 NU0888:SPC ID E     -  IDA 15 W 11 AZ MK                        054 35 48.7
 NU0888:SPC ID C     -  IDA 15 W 11 AZ MK                        053 21 16.8
 NU0888:UTM  12      -  IDA 15 W 11 AZ MK                        055 23 15.3
 NU0888
 NU0888|---------------------------------------------------------------------|
 NU0888| PID    Reference Object                     Distance      Geod. Az  |
 NU0888|                                                           dddmmss.s |
 NU0888| NU0883 IDA 15 W 11 AZ MK                   APPROX. 0.6 KM 0540106.5 |
 NU0888| NU0887 IDA 15 W 11 RM 1                     72.521 METERS 07128     |
 NU0888| NU0889 191+31.0 4289.66                     14.002 METERS 14606     |
 NU0888|---------------------------------------------------------------------|
 NU0888
 NU0888                          SUPERSEDED SURVEY CONTROL
 NU0888
 NU0888  NAD 83(1986)-  42 38 59.75653(N)    113 01 13.08240(W) AD(       ) 2
 NU0888  NAD 27      -  42 39 00.06980(N)    113 01 10.10110(W) AD(       ) 2
 NU0888  NGVD 29 (??/??/92) 1307.231  (m)         4288.81   (f) ADJ UNCH    1 2
 NU0888
 NU0888.Superseded values are not recommended for survey control.
 NU0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0888.See file dsdata.txt to determine how the superseded data were derived.
 NU0888
 NU0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN3439423920(NAD 83)
 NU0888_MARKER: DS = TRIANGULATION STATION DISK
 NU0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0888_STAMPING: IDA 15 W-11 1960
 NU0888_MARK LOGO: CGS   
 NU0888_PROJECTION: PROJECTING 20 CENTIMETERS
 NU0888_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0888+STABILITY: SURFACE MOTION
 NU0888
 NU0888  HISTORY     - Date     Condition        Report By
 NU0888  HISTORY     - 1960     MONUMENTED       CGS
 NU0888  HISTORY     - 1960     GOOD             NGS
 NU0888  HISTORY     - 1983     GOOD             NGS
 NU0888  HISTORY     - 1983     GOOD             NGS
 NU0888  HISTORY     - 19830615 GOOD             NGS
 NU0888
 NU0888                          STATION DESCRIPTION
 NU0888
 NU0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0888'THE STATION IS ALONG THE NORTH SIDE OF U.S. HIGHWAY 30N, 12-1/2
 NU0888'MILES WEST-SOUTHWEST OF AMERICAN FALLS, 11-1/2 MILES EAST OF
 NU0888'RAFT RIVER, 2.4 MILES WEST OF MASSACRE ROCKS AND 0.3 MILE
 NU0888'WEST OF THE HISTORICAL MONUMENT AND CAMP GROUND ON ROCK CREEK.
 NU0888'
 NU0888'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY
 NU0888'15W AND U.S. HIGHWAY 30N WITH STATE HIGHWAYS 39 AND 37, WHICH IS
 NU0888'2.7 MILES SOUTHWEST OF AMERICAN FALLS, DRIVE WESTERLY ON U.S.
 NU0888'HIGHWAY 30N FOR 9.3 MILES TO THE EAST ENTRANCE OF THE ROCK CREEK
 NU0888'HISTORICAL MONUMENT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NU0888'WEST ON THE HIGHWAY FOR 0.25 MILE TO THE WEST ENTRANCE ROAD
 NU0888'OF THE HISTORICAL MONUMENT.  BEAR RIGHT UP ONTO THE NORTH
 NU0888'HIGHWAY EMBANKMENT, THENCE DRIVE WEST ALONG THE NORTH HIGHWAY
 NU0888'RIGHT-OF-WAY FENCE FOR 0.15 MILE TO A JOG IN THE FENCE AND THE
 NU0888'STATION.
 NU0888'
 NU0888'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD TRAVERSE
 NU0888'DISKS, STAMPED IDA 15W - 11 1960.  THE SURFACE MARK IS SET IN THE
 NU0888'CENTER OF THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS 12
 NU0888'INCHES IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE
 NU0888'GROUND.  IT IS 5 FEET SOUTH OF THE NORTH HIGHWAY RIGHT-OF-WAY
 NU0888'FENCE AND 4 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 NU0888'
 NU0888'REFERENCE MARK 1, STAMPED IDA 15W - 11 NO 1 1960, IS A STANDARD
 NU0888'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A FLAT BOULDER WHICH
 NU0888'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 30 FEET NORTHWEST
 NU0888'OF THE TOP EDGE OF THE EMBANKMENT ON THE NORTH SIDE OF U.S.
 NU0888'HIGHWAY 30N.
 NU0888'
 NU0888'A STANDARD BRONZE DISK OF THE IDAHO STATE HIGHWAY DEPARTMENT,
 NU0888'STAMPED 191+31.0 4289.66, WAS USED FOR REFERENCE MARK 2.  THE
 NU0888'DISK IS SET IN THE TOP OF A CYLINDRICAL PRECAST CONCRETE POST
 NU0888'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 NU0888'POINT ESTABLISHED UPON THE DISK IS A CROSS STAMPED NEAR THE EAST
 NU0888'EDGE OF THE TOP.
 NU0888'
 NU0888'THE AZIMUTH MARK, STAMPED IDA 15W - 11 1960, IS A STANDARD DISK
 NU0888'CEMENTED IN A DRILL HOLE IN THE TOP OF A FLAT BOULDER WHICH IS
 NU0888'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 200 FEET NORTH
 NU0888'OF THE CENTER OF U.S. HIGHWAY 30N, 90 FEET EAST-NORTHEAST OF THE
 NU0888'CENTER OF THE EAST ENTRANCE ROAD TO THE HISTORICAL MONUMENT AND
 NU0888'3 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 NU0888
 NU0888                          STATION RECOVERY (1960)
 NU0888
 NU0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0888'2.4 MI W FROM MASSACRE ROCKS.
 NU0888'2.2 MILES WEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) FROM
 NU0888'THE MASSACRE ROCKS MOTEL TO THE WEST ENTRANCE TO THE HISTORICAL
 NU0888'MONUMENT AND RECREATIONAL AREA, THENCE WEST 0.2 MILES ON THE
 NU0888'EMBANKMENT ALONG THE RIGHT OF WAY FENCE TO A JOG IN THE FENCE LINE, 5
 NU0888'FEET SOUTH FROM THE FENCE, 3 FEET NORTHWEST FROM A METAL WITNESS POST
 NU0888'WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 8-INCHES
 NU0888'ABOVE THE GROUND.
 NU0888
 NU0888                          STATION RECOVERY (1983)
 NU0888
 NU0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0888'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0888'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0888'HIGHWAY 39 AT AMERICAN FALLS, THENCE 16.1 KM (10.06 MI) SOUTHWEST
 NU0888'ALONG INTERSTATE 86, ON THE HIGHEST POINT OF A LARGE CUT, 0.3 KM
 NU0888'(0.2 MI) SOUTHWEST OF MILEPOST 25, 44.8 METERS (147 FT) NORTHWEST OF
 NU0888'THE WEST BOUND HIGHWAY CENTERLINE, 21.6 METERS (71 FT) WEST OF A
 NU0888'BRACED FENCE POST IN THE RIGHT OF WAY FENCE, 14.1 METERS (46.5 FT)
 NU0888'NORTHWEST OF THE FENCE AND 14.0 METERS (46 FT) NORTHWEST OF BENCH MARK
 NU0888'191+31.0 IDDH (WHICH WAS ALSO USED AS RM 2).
 NU0888'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 NU0888'THE MARK IS 6.7 M ABOVE THE HIGHWAY.
 NU0888
 NU0888                          STATION RECOVERY (1983)
 NU0888
 NU0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0888'REACHED FROM THE INTERSECTION OF MASSACRE ROCKS STATE PARK ENTRANCE
 NU0888'BY GOING WEST ON I 86 FOR (2.6 MILES) 4.2 KM TO A ROCK CUT AND THE
 NU0888'MARK ON THE RIGHT. IT IS 31.6 METERS NORTHWEST FROM AN ANGLE IN THE
 NU0888'FREEWAY NORTH RIGHT OF WAY FENCE, 22.668 EAST NORTHEAST OF 191 AND
 NU0888'31.0 IDAH , 14.001 METERS NORTH OF 191 AND 31.0 4289.66 IDAH, 14.6
 NU0888'METERS NORTH OF A FENCE AND 1.05 METERS NORTHWEST FROM A METAL
 NU0888'WITNESS POST.
 NU0888
 NU0888                          STATION RECOVERY (1983)
 NU0888
 NU0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NU0888'THE STATION AND 191 PLUS 31.0 4289.66, RM 2, WERE RECOVERED IN GOOD
 NU0888'CONDITION.  RM 1 WAS DESTROYED BURING CONSTRUCTION.  THE AZ MK IS
 NU0888'STILL IN PLACE BUT COVERED WITH FILL.  A NEW RM AND AZ MK WERE
 NU0888'ESTABLISHED AT THIS TIME.  THE DISTANCE TO 191 PLUS 31.0 4289.66 IDA
 NU0888'CHECKED FAVORABLY WITH THE 1960 DISTANCE.  THE AZIMUTH ALSO CHECKED
 NU0888'FAIR.  NOTE, THE DISTANCE GIVEN TO 191 PLUS 31.0 IDDH HAS BEEN REDUCED
 NU0888'TO SEA LEVEL.  THE SEA LEVEL CORRECTI9ON WAS A -0.0005 METER.  THE
 NU0888'STATION IS LOCATED ON THE N SIDE OF HWY 86, 20 KM (12.40 MI) WSW OF
 NU0888'AMERICAN FALLS 18.4 KM (11.45 MI) E OF RAFT RIVER, 4 KM (2.50 MI) W OF
 NU0888'MASSACRE ROCKS AND 0.5 KM (0.30 MI) W OF RESISTER ROCKS CAMP GROUND.
 NU0888'TO REACH THE STATION FROM THE ENTRANCE TO MASSACRE ROCKS STATE PARK GO
 NU0888'W ON I 86 FOR 4.2 KM (2.60 MI) TO THE MARK ON THE RIGHT AT THE TOP OF
 NU0888'A ROCK CUT.
 NU0888' 
 NU0888'THE STATION IS A STANDARD USCGS DISK STAMPED---IDA 15 W-11 1960---,
 NU0888'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER,
 NU0888'PROJECTING 18 CM, ABOVE THE GROUND.  THE STATION IS LOCATED 31.6
 NU0888'METERS (103.7 FT) NW FROM AN ANGLE IN FREEWAY N RIGHT OF WAY FENCE,
 NU0888'14.6 METERS (47.9 FT) N FROM A FENCE, AND 1.05 METERS (3.44 FT) NW
 NU0888'FROM A METAL WITNESS POST.
 NU0888' 
 NU0888'RM NO 2, IS AN IDAHO STATE HWY RIGHT OF WAY DISK STAMPED---191 + 31.0
 NU0888'4289.66---, POINT OBSERVED UPON WAS CROSS HATCH AT BOTTOM OF LETTERS
 NU0888'TE IN STATE, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 15 CM IN
 NU0888'DIAMETER, PROJECTING 11 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 NU0888'16.0 METERS (52.5 FT) W FROM A BEND IN RIGHT OF WAY FENCE, .15 METERS
 NU0888'(0.49 FT) N FROM A FENCE, AND 0.5 METERS (1.6 FT) HIGHER THAN THE
 NU0888'STATION.
 NU0888' 
 NU0888'RM NO 3, IS A IDAHO STATE HWY DISK STAMPED---191 + 31.0---, THE POINT
 NU0888'OBSERVED UPON IS CROSS HATCH BETWEEN WORD OF AND 191 ON DISK, SET INTO
 NU0888'THE TOP OF A ROUND CONCRETE MONUMENT, 15 CM IN DIAMETER, PROJECTING 10
 NU0888'CM, ABOVE THE GROUND.  THE STATION IS LOCATED 23.2 METERS (76.1 FT) W
 NU0888'FROM A METAL WITNESS POST, 15.0 METERS (49.2 FT) N FROM A RIGHT OF
 NU0888'WAY, 0.2 METERS (0.7 FT) HIGHER THAN THE STATION.
 NU0888' 
 NU0888'AZ MK NO 2, IS AN IDAHO STATE HWY RIGHT OF WAY DISK STAMPED---PT 8 +
 NU0888'41.8---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 15 CM IN
 NU0888'DIAMETER, PROJECTING 10 CM, ABOVE THE GROUND.  THE STATION IS LOCATED
 NU0888'16.7 METERS (54.8 FT) SSW FROM THE CENTERLINE OF ROCK CREEK ROAD, 5.9
 NU0888'METERS (19.4 FT) SSW FROM A FENCE, 0.44 METERS (1.44 FT) NE FROM A
 NU0888'FIBERGLASS WITNESS POST.  TO REACH THE AZ MK FROM THE INTERSECTION OF
 NU0888'ROCK CREEK ROAD AND INTERSTATE HWY 86, GO SOUTHERLY 0.2 KM (0.10 MI)
 NU0888'JUST PAST THE FIRST CURVE AND THE MARK ON THE RIGHT ABOUT 2 METERS
 NU0888'(6.6 FT) LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0883 ***********************************************************************
 NU0883  DESIGNATION -  IDA 15 W 11 AZ MK
 NU0883  PID         -  NU0883
 NU0883  STATE/COUNTY-  ID/POWER
 NU0883  USGS QUAD   -  REGISTER ROCK (1984)
 NU0883
 NU0883                         *CURRENT SURVEY CONTROL
 NU0883  ___________________________________________________________________
 NU0883* NAD 83(1992)-  42 39 12.08981(N)    113 00 50.08330(W)     ADJUSTED  
 NU0883* NAVD 88     -      1296.119  (meters)    4252.35   (feet)  ADJUSTED  
 NU0883  ___________________________________________________________________
 NU0883  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 NU0883  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 NU0883  DYNAMIC HT  -        1295.373 (meters)    4249.90  (feet)  COMP
 NU0883  MODELED GRAV-     980,000.7   (mgal)                       NAVD 88
 NU0883
 NU0883  HORZ ORDER  -  SECOND
 NU0883  VERT ORDER  -  SECOND    CLASS 0
 NU0883
 NU0883.The horizontal coordinates were established by classical geodetic methods
 NU0883.and adjusted by the National Geodetic Survey in July 1992..
 NU0883
 NU0883.The orthometric height was determined by differential leveling
 NU0883.and adjusted by the National Geodetic Survey in June 1991..
 NU0883
 NU0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0883
 NU0883.The geoid height was determined by GEOID03.
 NU0883
 NU0883.The dynamic height is computed by dividing the NAVD 88
 NU0883.geopotential number by the normal gravity value computed on the
 NU0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0883.degrees latitude (g = 980.6199 gals.).
 NU0883
 NU0883.The modeled gravity was interpolated from observed gravity values.
 NU0883
 NU0883;                    North         East     Units Scale Factor Converg.
 NU0883;SPC ID E     -   109,940.405   130,531.150   MT  1.00000672   -0 34 26.7
 NU0883;SPC ID C     -   110,063.824   580,853.168   MT  1.00002777   +0 40 05.4
 NU0883;UTM  12      - 4,724,288.098   334,926.765   MT  0.99993526   -1 21 53.5
 NU0883
 NU0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0883!SPC ID E     -   0.99979892  x   1.00000672  =   0.99980564
 NU0883!SPC ID C     -   0.99979892  x   1.00002777  =   0.99982669
 NU0883!UTM  12      -   0.99979892  x   0.99993526  =   0.99973419
 NU0883
 NU0883                          SUPERSEDED SURVEY CONTROL
 NU0883
 NU0883  NAD 83(1986)-  42 39 12.08602(N)    113 00 50.07552(W) AD(       ) 2
 NU0883  NAD 27      -  42 39 12.40000(N)    113 00 47.09300(W) AD(       ) 2
 NU0883  NGVD 29 (??/??/92) 1295.104  (m)         4249.02   (f) ADJ UNCH    2 0
 NU0883
 NU0883.Superseded values are not recommended for survey control.
 NU0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0883.See file dsdata.txt to determine how the superseded data were derived.
 NU0883
 NU0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN3492724288(NAD 83)
 NU0883_MARKER: DZ = AZIMUTH MARK DISK
 NU0883_SETTING: 80 = SET IN A BOULDER
 NU0883_SP_SET: BOULDER
 NU0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0883+STABILITY: SURFACE MOTION
 NU0883
 NU0883  HISTORY     - Date     Condition        Report By
 NU0883  HISTORY     - 1960     MONUMENTED       CGS
 NU0883  HISTORY     - 1960     GOOD             NGS
 NU0883  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0883  HISTORY     - 19830615 MARK NOT FOUND   NGS
 NU0883
 NU0883                          STATION DESCRIPTION
 NU0883
 NU0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0883'TO REACH FROM THE AMERICAN FALLS - ROCKLAND OVERPASS ON U.S.
 NU0883'HIGHWAY 30N (INTERSTATE HIGHWAY 15W), GO 9.3 MILES WESTERLY ON
 NU0883'THE HIGHWAY TO THE EAST ENTRANCE TO THE ROCK CREEK HISTORICAL
 NU0883'MONUMENT AND THE MARK ON THE RIGHT.
 NU0883'
 NU0883'THE AZIMUTH MARK, STAMPED IDA 15W-11 1960, IS A STANDARD DISK
 NU0883'CEMENTED IN A DRILL HOLE IN A BOULDER, 200 FEET NORTH OF THE
 NU0883'CENTERLINE OF THE HIGHWAY, 90 FEET NORTHEAST OF THE EAST ENTRANCE
 NU0883'ROAD TO THE HISTORICAL MONUMENT AND 3 FEET NORTH OF A METAL
 NU0883'WITNESS POST WITH SIGN.
 NU0883
 NU0883                          STATION RECOVERY (1960)
 NU0883
 NU0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0883'2.0 MI W FROM MASSACRE ROCKS.
 NU0883'2 MILES WEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) FROM THE
 NU0883'MASSACRE ROCKS MOTEL TO THE EAST ENTRANCE OF THE HISTORICAL MONUMENT
 NU0883'AND RECREATIONAL AREA, 200 FEET NORTH FROM THE CENTER LINE OF THE
 NU0883'PRESENT HIGHWAY, 90 FEET EAST NORTHEAST FROM THE CENTER OF THE EAST
 NU0883'ENTRANCE ROAD, 3 FEET NORTH FROM A METAL WITNESS POST WITH SIGN,
 NU0883'CEMENTED IN A DRILL HOLE OF A FLAT EMBEDDED BOULDER FLUSH WITH THE
 NU0883'GROUND SURFACE.
 NU0883
 NU0883                          STATION RECOVERY (1983)
 NU0883
 NU0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0883'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NU0883'PROBABLY DESTROYED.
 NU0883
 NU0883                          STATION RECOVERY (1983)
 NU0883
 NU0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NU0883'THE MARK IS NOW COVERED BY SEVERAL TONS OF FILL.  BEFORE CONSTRUCTION
 NU0883'TWO TEMPORY POINTS WERE ESTABLISHED BY IDAHO STATE HWY DEPT.  A RESET
 NU0883'MARK WAS ESTABLISHED FROM THESE TWO MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1896 ***********************************************************************
 NU1896  DESIGNATION -  IDA 15 W 11 AZ MK RESET
 NU1896  PID         -  NU1896
 NU1896  STATE/COUNTY-  ID/POWER
 NU1896  USGS QUAD   -  REGISTER ROCK (1984)
 NU1896
 NU1896                         *CURRENT SURVEY CONTROL
 NU1896  ___________________________________________________________________
 NU1896* NAD 83(1986)-  42 39 12.     (N)    113 00 50.     (W)     SCALED    
 NU1896* NAVD 88     -      1295.40   (meters)    4250.0    (feet)  RESET     
 NU1896  ___________________________________________________________________
 NU1896  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 NU1896
 NU1896  VERT ORDER  -  THIRD
 NU1896
 NU1896.The horizontal coordinates were scaled from a topographic map and have
 NU1896.an estimated accuracy of +/- 6 seconds.
 NU1896
 NU1896.The orthometric height was computed from unverified reset data.
 NU1896.No vertical observational check was made to the station.
 NU1896
 NU1896.The geoid height was determined by GEOID03.
 NU1896
 NU1896;                    North         East    Units  Estimated Accuracy
 NU1896;SPC ID E     -   109,940.      130,530.      MT  (+/- 180 meters Scaled)
 NU1896
 NU1896                          SUPERSEDED SURVEY CONTROL
 NU1896
 NU1896  NGVD 29 (03/27/06) 1294.39   (m)         4246.7    (f) RESET       3  
 NU1896
 NU1896.Superseded values are not recommended for survey control.
 NU1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1896.See file dsdata.txt to determine how the superseded data were derived.
 NU1896
 NU1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN349242(NAD 83)
 NU1896_MARKER: DV = VERTICAL CONTROL DISK
 NU1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1896_SP_SET: CONCRETE POST
 NU1896_STAMPING: IDA 15 W 11 AZ MK RESET 1983
 NU1896_MARK LOGO: NGS   
 NU1896_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1896+STABILITY: SURFACE MOTION
 NU1896
 NU1896  HISTORY     - Date     Condition        Report By
 NU1896  HISTORY     - 1983     MONUMENTED       NGS
 NU1896
 NU1896                          STATION DESCRIPTION
 NU1896
 NU1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1896'3.2 MILES (5.1 KM) WESTERLY ALONG HIGHWAY I 86 FROM THE ENTRANCE TO
 NU1896'MASSACRE ROCKS STATE PARK, 17.7 METERS (58.1 FT) SOUTH OF A
 NU1896'CONSTRUCTION DETOUR ROAD, 24.0 METERS (78.7 FT) EAST OF THE BOTTOM OF
 NU1896'A FILL AREA FOR NEW HIGHWAY, AND 0.25 METERS (0.82 FT) EAST OF A
 NU1896'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0784 ***********************************************************************
 NU0784  DESIGNATION -  IDA 15 W 12
 NU0784  PID         -  NU0784
 NU0784  STATE/COUNTY-  ID/POWER
 NU0784  USGS QUAD   -  NEELEY (1971)
 NU0784
 NU0784                         *CURRENT SURVEY CONTROL
 NU0784  ___________________________________________________________________
 NU0784* NAD 83(1994)-  42 41 05.22755(N)    112 58 41.05498(W)     ADJUSTED  
 NU0784* NAVD 88     -      1321.007  (meters)    4334.00   (feet)  ADJUSTED  
 NU0784  ___________________________________________________________________
 NU0784  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 NU0784  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 NU0784  DYNAMIC HT  -        1320.241 (meters)    4331.49  (feet)  COMP
 NU0784  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 NU0784
 NU0784  HORZ ORDER  -  SECOND
 NU0784  VERT ORDER  -  SECOND    CLASS 0
 NU0784
 NU0784.The horizontal coordinates were established by classical geodetic methods
 NU0784.and adjusted by the National Geodetic Survey in June 1998..
 NU0784
 NU0784.The orthometric height was determined by differential leveling
 NU0784.and adjusted by the National Geodetic Survey in June 1991..
 NU0784
 NU0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0784
 NU0784.The geoid height was determined by GEOID03.
 NU0784
 NU0784.The dynamic height is computed by dividing the NAVD 88
 NU0784.geopotential number by the normal gravity value computed on the
 NU0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0784.degrees latitude (g = 980.6199 gals.).
 NU0784
 NU0784.The modeled gravity was interpolated from observed gravity values.
 NU0784
 NU0784;                    North         East     Units Scale Factor Converg.
 NU0784;SPC ID E     -   113,402.552   133,503.432   MT  1.00000175   -0 33 00.4
 NU0784;SPC ID C     -   113,589.708   583,749.747   MT  1.00003363   +0 41 34.3
 NU0784;UTM  12      - 4,727,708.626   337,946.332   MT  0.99992310   -1 20 28.9
 NU0784
 NU0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0784!SPC ID E     -   0.99979501  x   1.00000175  =   0.99979676
 NU0784!SPC ID C     -   0.99979501  x   1.00003363  =   0.99982864
 NU0784!UTM  12      -   0.99979501  x   0.99992310  =   0.99971813
 NU0784
 NU0784:                Primary Azimuth Mark                     Grid Az
 NU0784:SPC ID E     -  IDA 15 W 12 AZ MK                        214 22 47.9
 NU0784:SPC ID C     -  IDA 15 W 12 AZ MK                        213 08 13.2
 NU0784:UTM  12      -  IDA 15 W 12 AZ MK                        215 10 16.4
 NU0784
 NU0784|---------------------------------------------------------------------|
 NU0784| PID    Reference Object                     Distance      Geod. Az  |
 NU0784|                                                           dddmmss.s |
 NU0784| NU0787 IDA 15 W 12 AZ MK                   APPROX. 1.0 KM 2134947.5 |
 NU0784| NU0785 IDA 15 W 12 RM 1                      7.860 METERS 22247     |
 NU0784| NU0786 IDA 15 W 12 RM 2                      7.509 METERS 32352     |
 NU0784|---------------------------------------------------------------------|
 NU0784
 NU0784                          SUPERSEDED SURVEY CONTROL
 NU0784
 NU0784  NAD 83(1992)-  42 41 05.22755(N)    112 58 41.05498(W) AD(       ) 2
 NU0784  NAD 83(1986)-  42 41 05.22353(N)    112 58 41.04666(W) AD(       ) 2
 NU0784  NAD 27      -  42 41 05.53920(N)    112 58 38.06340(W) AD(       ) 2
 NU0784  NGVD 29 (??/??/92) 1319.981  (m)         4330.64   (f) ADJ UNCH    2 0
 NU0784
 NU0784.Superseded values are not recommended for survey control.
 NU0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0784.See file dsdata.txt to determine how the superseded data were derived.
 NU0784
 NU0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN3794627709(NAD 83)
 NU0784_MARKER: DE = TRAVERSE STATION DISK
 NU0784_SETTING: 66 = SET IN ROCK OUTCROP
 NU0784_SP_SET: BEDROCK
 NU0784_STAMPING: IDA 15W-12 1960
 NU0784_MARK LOGO: CGS   
 NU0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0784+STABILITY: POSITION/ELEVATION WELL
 NU0784
 NU0784  HISTORY     - Date     Condition        Report By
 NU0784  HISTORY     - 1960     MONUMENTED       CGS
 NU0784  HISTORY     - 1960     GOOD             CGS
 NU0784  HISTORY     - 1983     GOOD             NGS
 NU0784
 NU0784                          STATION DESCRIPTION
 NU0784
 NU0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0784'THE STATION IS ON A SHARP ROUGH LAVA RIDGE 1.1 MILES EAST AND
 NU0784'0.15 MILE NORTH OF THE MASSACRE ROCKS MOTEL AND CAFE ABOUT MIDWAY
 NU0784'BETWEEN THE HIGHWAY AND THE SNAKE RIVER.
 NU0784'
 NU0784'TO REACH THE STATION FROM THE MASSACRE ROCKS MOTEL AND HISTORICAL
 NU0784'MONUMENT, PROCEED EASTERLY ALONG U.S. HIGHWAY 30 N FOR 0.2 MILE
 NU0784'AND THE AZIMUTH MARK ON THE LEFT AT AN ANGLE IN THE NORTH RIGHT
 NU0784'OF WAY FENCE LINE, CONTINUE EASTERLY ALONG THE HIGHWAY FOR 1.0
 NU0784'MILE TO A METAL CATTLE GUARD ON THE LEFT, NORTH, SIDE OF THE
 NU0784'HIGHWAY, TURN LEFT OVER THE CATTLE GUARD AND FOLLOW THE TRACK
 NU0784'ROAD NORTHERLY, FOR 0.15 MILE TO A FORK AT THE BOTTOM OF A WIDE
 NU0784'RAVINE, KEEP THE LEFT FORK, WESTERLY, FOR 0.2 MILE.  HERE TURN
 NU0784'LEFT, SOUTH, LEAVING THE TRACK ROAD FOR 100 YARDS THEN TURN
 NU0784'RIGHT, WEST, FOLLOWING A DIM TRACK ROAD THROUGH THE CEDAR TREES
 NU0784'TO THE WESTERN END OF THE LAVA RIDGE FOR 0.15 MILE TO THE
 NU0784'STATION SITE ABOUT MIDWAY BETWEEN THE SHARP LAVA CLIFFS OF THE
 NU0784'RIDGE.
 NU0784'
 NU0784'THE STATION MARK, STAMPED IDA 15 W-12 1960, IS A STANDARD TRAVERSE
 NU0784'DISK SET IN CEMENT IN A DRILL HOLE IN THE BEDROCK FLUSH WITH THE
 NU0784'SURROUNDING AREA.
 NU0784'
 NU0784'REFERENCE MARK 1, STAMPED IDA 15 W-12 NO 1 1960, IS A STANDARD DISK
 NU0784'SET IN CEMENT IN A DRILL HOLE IN THE OUTCROPPING BEDROCK
 NU0784'PROJECTING ABOUT 6 INCHES AND ABOUT LEVEL WITH THE STATION MARK.
 NU0784'
 NU0784'REFERENCE MARK 2, STAMPED IDA 15 W-12 NO 2 1960, IS A STANDARD
 NU0784'DISK SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK AT THE
 NU0784'NORTH EDGE OF THE LAVA RIDGE AND ABOUT 14 INCHES LOWER THAN THE
 NU0784'STATION MARK.
 NU0784'
 NU0784'THE AZIMUTH MARK, UNSTAMPED, IS A STANDARD RIGHT OF WAY MONUMENT
 NU0784'OF THE IDAHO STATE HIGHWAY, 0.2 MILE EAST OF THE MASSACRE ROCKS
 NU0784'MOTEL AND CAFE 1-FOOT NORTH OF THE NORTH RIGHT OF WAY FENCE
 NU0784'LINE AT AN ANGLE IN THE FENCE LINE.
 NU0784'
 NU0784'A 2-WHEEL DRIVE STATION.
 NU0784'
 NU0784'THE DISK IN THE RIGHT OF WAY MONUMENT HAS BEEN STAMPED, IDA 15W-12
 NU0784'1960 AZI., SINCE DATE OF OCCUPATION.  IT HAS ALSO BEEN LEVELED OVER
 NU0784'DURING SECOND ORDER LEVELING.
 NU0784
 NU0784                          STATION RECOVERY (1960)
 NU0784
 NU0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0784'1.1 MI E FROM MASSACRE ROCKS.
 NU0784'1.2 MILES EAST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) FROM
 NU0784'THE MASSACRE ROCKS MOTEL TO A METAL CATTLE GUARD ON NORTH SIDE OF THE
 NU0784'HIGHWAY, TURN LEFT OVER CATTLE GUARD ALONG TRACK ROAD NORTHERLY 0.15
 NU0784'MILE TO FORK AT BOTTOM OF RAVINE, THENCE LEFT WESTERLY 0.2 MILE,
 NU0784'THENCE SOUTH 100 YARDS, THEN RIGHT WEST 0.15 MILE TO ABOUT MIDWAY
 NU0784'BETWEEN THE SHARP LAVA CLIFFS ON THE RIDGE, CEMENTED IN A DRILL HOLE
 NU0784'IN THE LAVA BEDROCK.
 NU0784
 NU0784                          STATION RECOVERY (1983)
 NU0784
 NU0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0784'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0784'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0784'HIGHWAY 39 AT AMERICAN FALLS, THENCE 0.25 KM (0.15 MI) NORTHWEST
 NU0784'ACROSS COUNTRY TO THE TOP OF A SMALL VOLCANIC ROCK BUTTE, IN TOP OF
 NU0784'AND 0.7 METER (2.5 FT) NORTH OF THE SOUTH EDGE OF A 6 BY 7 FOOT
 NU0784'PORTION OF OUTCROP PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 NU0784'GROUND, 7.6 METERS (25 FT) SOUTHEAST OF THE NORTHWEST TOP EDGE OF THE
 NU0784'BUTTE, 7.8 METERS (25.8 FT) NORTHEAST OF RM 1 AND 7.5 METERS (24.6 FT)
 NU0784'SOUTHEAST OF RM 2.
 NU0784'THE MARK IS 16.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0787 ***********************************************************************
 NU0787  DESIGNATION -  IDA 15 W 12 AZ MK
 NU0787  PID         -  NU0787
 NU0787  STATE/COUNTY-  ID/POWER
 NU0787  USGS QUAD   -  NEELEY (1971)
 NU0787
 NU0787                         *CURRENT SURVEY CONTROL
 NU0787  ___________________________________________________________________
 NU0787* NAD 83(1992)-  42 40 38.69836(N)    112 59 05.15059(W)     ADJUSTED  
 NU0787* NAVD 88     -      1303.266  (meters)    4275.80   (feet)  ADJUSTED  
 NU0787  ___________________________________________________________________
 NU0787  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 NU0787  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 NU0787  DYNAMIC HT  -        1302.510 (meters)    4273.32  (feet)  COMP
 NU0787  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 NU0787
 NU0787  HORZ ORDER  -  THIRD
 NU0787  VERT ORDER  -  FIRST     CLASS II
 NU0787
 NU0787.The horizontal coordinates were established by classical geodetic methods
 NU0787.and adjusted by the National Geodetic Survey in July 1992..
 NU0787
 NU0787.The orthometric height was determined by differential leveling
 NU0787.and adjusted by the National Geodetic Survey in June 1991..
 NU0787
 NU0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0787
 NU0787.The geoid height was determined by GEOID03.
 NU0787
 NU0787.The dynamic height is computed by dividing the NAVD 88
 NU0787.geopotential number by the normal gravity value computed on the
 NU0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0787.degrees latitude (g = 980.6199 gals.).
 NU0787
 NU0787.The modeled gravity was interpolated from observed gravity values.
 NU0787
 NU0787;                    North         East     Units Scale Factor Converg.
 NU0787;SPC ID E     -   112,589.256   132,946.978   MT  1.00000266   -0 33 16.5
 NU0787;SPC ID C     -   112,764.507   583,211.049   MT  1.00003252   +0 41 17.7
 NU0787;UTM  12      - 4,726,903.153   337,378.746   MT  0.99992537   -1 20 44.5
 NU0787
 NU0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0787!SPC ID E     -   0.99979780  x   1.00000266  =   0.99980045
 NU0787!SPC ID C     -   0.99979780  x   1.00003252  =   0.99983031
 NU0787!UTM  12      -   0.99979780  x   0.99992537  =   0.99972318
 NU0787
 NU0787                          SUPERSEDED SURVEY CONTROL
 NU0787
 NU0787  NAD 83(1986)-  42 40 38.69437(N)    112 59 05.14241(W) AD(       ) 3
 NU0787  NAD 27      -  42 40 39.00900(N)    112 59 02.16000(W) AD(       ) 3
 NU0787  NGVD 29 (??/??/92) 1302.241  (m)         4272.44   (f) ADJ UNCH    1 2
 NU0787
 NU0787.Superseded values are not recommended for survey control.
 NU0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0787.See file dsdata.txt to determine how the superseded data were derived.
 NU0787
 NU0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN3737926903(NAD 83)
 NU0787_MARKER: DZ = AZIMUTH MARK DISK
 NU0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0787_STAMPING: IDA 15W-12 AZIMUTH 1960
 NU0787_MARK LOGO: IDDH  
 NU0787_PROJECTION: PROJECTING 10 CENTIMETERS
 NU0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0787+STABILITY: SURFACE MOTION
 NU0787
 NU0787  HISTORY     - Date     Condition        Report By
 NU0787  HISTORY     - 1960     MONUMENTED       IDDH
 NU0787  HISTORY     - 1960     GOOD             NGS
 NU0787  HISTORY     - 1983     GOOD             NGS
 NU0787
 NU0787                          STATION DESCRIPTION
 NU0787
 NU0787'DESCRIBED BY ID DEPT OF HIGHWAYS 1960 (WWH)
 NU0787'TO REACH FROM THE MASSACRE ROCKS MOTEL AND CAFE GO EAST ON
 NU0787'U.S. HIGHWAY 30N FOR 0.2 MILE TO THE MARK.
 NU0787'
 NU0787'THE MARK, A STANDARD RIGHT-OF-WAY MONUMENT OF THE IDAHO STATE HIGHWAY
 NU0787'DEPT., IS 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE AND AT AN ANGLE
 NU0787'IN THE FENCE LINE.
 NU0787'
 NU0787'IN THE LEVELING OF MAY 1960, THE RIGHT OF WAY DISK WAS STAMPED
 NU0787'IDA 15W-12 1960 AZI.
 NU0787
 NU0787                          STATION RECOVERY (1960)
 NU0787
 NU0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0787'0.2 MI E FROM MASSACRE ROCKS.
 NU0787'A RIGHT OF WAY MONUMENT, 0.2 MILE EAST FROM THE MACCACRE ROCKS MOTEL
 NU0787'ALONG THE HIGHWAY AT AN ANGLE IN THE NORTH RIGHT OF WAY FENCE, 1 FOOT
 NU0787'NORTH FROM THE FENCE LINE.  THE BRONZE DISK WAS STAMPED IDA 15W -12
 NU0787'1960 AZI ON THE DATE OF LEVELING, AND IS SET IN A CONCRETE POST.
 NU0787
 NU0787                          STATION RECOVERY (1983)
 NU0787
 NU0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0787'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0787'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0787'HIGHWAY 39 AT AMERICAN FALLS, THENCE 11.75 KM (7.35 MI) SOUTHWEST
 NU0787'ALONG INTERSTATE 86, 0.12 KM (0.07 MI) NORTHEAST OF THE ENTRANCE ROAD
 NU0787'TO MASSACRE ROCKS STATE PARK, 0.3 KM (0.25 MI) SOUTHWEST OF MILEPOST
 NU0787'29, AT THE TOP OF A CUT, 31.1 METERS (102.5 FT) NORTHWEST OF THE
 NU0787'PROPOSED WEST BOUND HIGHWAY CENTERLINE AND 0.5 METER (1.5 FT)
 NU0787'NORTHWEST OF A BRACED FENCE POST IN THE RIGHT OF WAY FENCE.
 NU0787'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 NU0787'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0785 ***********************************************************************
 NU0785  DESIGNATION -  IDA 15 W 12 RM 1
 NU0785  PID         -  NU0785
 NU0785  STATE/COUNTY-  ID/POWER
 NU0785  USGS QUAD   -  NEELEY (1971)
 NU0785
 NU0785                         *CURRENT SURVEY CONTROL
 NU0785  ___________________________________________________________________
 NU0785* NAD 83(1986)-  42 41 05.     (N)    112 58 41.     (W)     SCALED    
 NU0785* NAVD 88     -      1321.161  (meters)    4334.51   (feet)  ADJUSTED  
 NU0785  ___________________________________________________________________
 NU0785  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 NU0785  DYNAMIC HT  -        1320.394 (meters)    4331.99  (feet)  COMP
 NU0785  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 NU0785
 NU0785  VERT ORDER  -  SECOND    CLASS 0
 NU0785
 NU0785.The horizontal coordinates were scaled from a topographic map and have
 NU0785.an estimated accuracy of +/- 6 seconds.
 NU0785
 NU0785.The orthometric height was determined by differential leveling
 NU0785.and adjusted by the National Geodetic Survey in June 1991..
 NU0785
 NU0785.The geoid height was determined by GEOID03.
 NU0785
 NU0785.The dynamic height is computed by dividing the NAVD 88
 NU0785.geopotential number by the normal gravity value computed on the
 NU0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0785.degrees latitude (g = 980.6199 gals.).
 NU0785
 NU0785.The modeled gravity was interpolated from observed gravity values.
 NU0785
 NU0785;                    North         East    Units  Estimated Accuracy
 NU0785;SPC ID E     -   113,400.      133,510.      MT  (+/- 180 meters Scaled)
 NU0785
 NU0785                          SUPERSEDED SURVEY CONTROL
 NU0785
 NU0785  NGVD 29 (??/??/92) 1320.134  (m)         4331.14   (f) ADJ UNCH    2 0
 NU0785
 NU0785.Superseded values are not recommended for survey control.
 NU0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0785.See file dsdata.txt to determine how the superseded data were derived.
 NU0785
 NU0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN379277(NAD 83)
 NU0785_MARKER: DR = REFERENCE MARK DISK
 NU0785_SETTING: 66 = SET IN ROCK OUTCROP
 NU0785_SP_SET: ROCK CLIFFS
 NU0785_STAMPING: IDA 15W-12 NO 1 1960
 NU0785_MARK LOGO: CGS   
 NU0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0785
 NU0785  HISTORY     - Date     Condition        Report By
 NU0785  HISTORY     - 1960     MONUMENTED       CGS
 NU0785  HISTORY     - 1983     GOOD             NGS
 NU0785
 NU0785                          STATION DESCRIPTION
 NU0785
 NU0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0785'1.1 MI E FROM MASSACRE ROCKS.
 NU0785'1.2 MILES EAST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) FROM
 NU0785'THE MASSACRE ROCKS MOTEL TO A METAL CATTLE GUARD ON NORTH SIDE OF THE
 NU0785'HIGHWAY, TURN LEFT OVER CATTLE GUARD ALONG TRACK ROAD NORTHERLY 0.15
 NU0785'MILE TO FORK AT BOTTOM OF RAVINE, THENCE LEFT WESTERLY 0.2 MILE,
 NU0785'THENCE SOUTH 100 YARDS, THEN RIGHT WEST 0.15 MILE TO ABOUT MIDWAY
 NU0785'BETWEEN THE SHARP LAVA CLIFFS ON THE RIDGE, 25.8 FEET SOUTHWEST FROM
 NU0785'TRAVERSE STATION IDA 15W-12, CEMENTED IN A DRILL HOLE OF THE BEDROCK.
 NU0785
 NU0785                          STATION RECOVERY (1983)
 NU0785
 NU0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0785'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0785'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0785'HIGHWAY 39 AT AMERICAN FALLS, THENCE 10.9 KM (6.85 MI) SOUTHWEST ALONG
 NU0785'INTERSTATE 86, THENCE 0.25 KM (0.15 MI) NORTHWEST ACROSS COUNTRY TO
 NU0785'THE TOP OF A SMALL VOLCANIC ROCK BUTTE, IN TOP OF AND 1.5 METERS
 NU0785'(5 FT) SOUTHWEST OF THE NORTHEAST END OF A 8 BY 17 FOOT PORTION OF
 NU0785'OUTCROP PROJECTING 3 FEET ABOVE THE SURFACE OF THE GROUND, 7.8 METERS
 NU0785'(26 FT) SOUTHWEST OF THE STATION AND 1.2 METERS (4 FT) SOUTHEAST OF
 NU0785'THE NORTHWEST EDGE OF THE OUTCROP.
 NU0785'THE MARK IS 0.15 M ABOVE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0786 ***********************************************************************
 NU0786  DESIGNATION -  IDA 15 W 12 RM 2
 NU0786  PID         -  NU0786
 NU0786  STATE/COUNTY-  ID/POWER
 NU0786  USGS QUAD   -  NEELEY (1971)
 NU0786
 NU0786                         *CURRENT SURVEY CONTROL
 NU0786  ___________________________________________________________________
 NU0786* NAD 83(1986)-  42 41 05.     (N)    112 58 41.     (W)     SCALED    
 NU0786* NAVD 88     -      1320.441  (meters)    4332.15   (feet)  ADJUSTED  
 NU0786  ___________________________________________________________________
 NU0786  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 NU0786  DYNAMIC HT  -        1319.675 (meters)    4329.63  (feet)  COMP
 NU0786  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 NU0786
 NU0786  VERT ORDER  -  SECOND    CLASS 0
 NU0786
 NU0786.The horizontal coordinates were scaled from a topographic map and have
 NU0786.an estimated accuracy of +/- 6 seconds.
 NU0786
 NU0786.The orthometric height was determined by differential leveling
 NU0786.and adjusted by the National Geodetic Survey in June 1991..
 NU0786
 NU0786.The geoid height was determined by GEOID03.
 NU0786
 NU0786.The dynamic height is computed by dividing the NAVD 88
 NU0786.geopotential number by the normal gravity value computed on the
 NU0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0786.degrees latitude (g = 980.6199 gals.).
 NU0786
 NU0786.The modeled gravity was interpolated from observed gravity values.
 NU0786
 NU0786;                    North         East    Units  Estimated Accuracy
 NU0786;SPC ID E     -   113,400.      133,510.      MT  (+/- 180 meters Scaled)
 NU0786
 NU0786                          SUPERSEDED SURVEY CONTROL
 NU0786
 NU0786  NGVD 29 (??/??/92) 1319.414  (m)         4328.78   (f) ADJ UNCH    2 0
 NU0786
 NU0786.Superseded values are not recommended for survey control.
 NU0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0786.See file dsdata.txt to determine how the superseded data were derived.
 NU0786
 NU0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN379277(NAD 83)
 NU0786_MARKER: DR = REFERENCE MARK DISK
 NU0786_SETTING: 66 = SET IN ROCK OUTCROP
 NU0786_SP_SET: LAVA CLIFFS
 NU0786_STAMPING: IDA 15W-13 NO 2 1960
 NU0786_MARK LOGO: CGS   
 NU0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0786
 NU0786  HISTORY     - Date     Condition        Report By
 NU0786  HISTORY     - 1960     MONUMENTED       CGS
 NU0786  HISTORY     - 1983     GOOD             NGS
 NU0786
 NU0786                          STATION DESCRIPTION
 NU0786
 NU0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0786'1.1 MI E FROM MASSACRE ROCKS.
 NU0786'1.2 MILES EAST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) FROM
 NU0786'THE MASSACRE ROCKS MOTEL TO A METAL CATTLE GUARD ON THE NORTH SIDE OF
 NU0786'THE HIGHWAY, TURN LEFT OVER THE CATTLE GUARD ALONG TRACK ROAD
 NU0786'NORTHERLY 0.15 MILE TO FORK AT BOTTOM OF RAVINE, THENCE LEFT WESTERLY
 NU0786'0.2 MILE, THENCE NORTH 100 YARDS, THEN RIGHT WEST 0.15 MILE TO ABOUT
 NU0786'MIDWAY BETWEEN THE SHARP LAVA CLIFFS ON THE RIDGE, 24.6 FEET NORTHWEST
 NU0786'FROM TRAVERSE STATION IDA 15W-12, CEMENTED IN A DRILL HOLE OF
 NU0786'OUTCROPPING BEDROCK.
 NU0786
 NU0786                          STATION RECOVERY (1983)
 NU0786
 NU0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0786'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0786'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0786'HIGHWAY 39 AT AMERICAN FALLS, THENCE 10.9 KM (6.85 MI) SOUTHWEST ALONG
 NU0786'INTERSTATE 86, THENCE 0.25 KM (0.15 MI) NORTHWEST ACROSS COUNTRY TO
 NU0786'THE TOP OF A SMALL VOLCANIC ROCK BUTTE, IN TOP OF AND 0.3 METER (1 FT)
 NU0786'SOUTHEAST OF THE NORTHWEST EDGE OF THE BUTTE RIMROCK, 7.4 METERS
 NU0786'(24.5 FT) NORTHWEST OF THE STATION.
 NU0786'THE MARK IS 0.6 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0779 ***********************************************************************
 NU0779  DESIGNATION -  IDA 15 W 13
 NU0779  PID         -  NU0779
 NU0779  STATE/COUNTY-  ID/POWER
 NU0779  USGS QUAD   -  NEELEY (1971)
 NU0779
 NU0779                         *CURRENT SURVEY CONTROL
 NU0779  ___________________________________________________________________
 NU0779* NAD 83(1994)-  42 42 05.33993(N)    112 56 51.71967(W)     ADJUSTED  
 NU0779* NAVD 88     -      1343.018  (meters)    4406.22   (feet)  ADJUSTED  
 NU0779  ___________________________________________________________________
 NU0779  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 NU0779  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 NU0779  DYNAMIC HT  -        1342.235 (meters)    4403.65  (feet)  COMP
 NU0779  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 NU0779
 NU0779  HORZ ORDER  -  SECOND
 NU0779  VERT ORDER  -  FIRST     CLASS II
 NU0779
 NU0779.The horizontal coordinates were established by classical geodetic methods
 NU0779.and adjusted by the National Geodetic Survey in June 1998..
 NU0779
 NU0779.The orthometric height was determined by differential leveling
 NU0779.and adjusted by the National Geodetic Survey in June 1991..
 NU0779
 NU0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0779
 NU0779.The geoid height was determined by GEOID03.
 NU0779
 NU0779.The dynamic height is computed by dividing the NAVD 88
 NU0779.geopotential number by the normal gravity value computed on the
 NU0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0779.degrees latitude (g = 980.6199 gals.).
 NU0779
 NU0779.The modeled gravity was interpolated from observed gravity values.
 NU0779
 NU0779;                    North         East     Units Scale Factor Converg.
 NU0779;SPC ID E     -   115,233.931   136,009.562   MT  0.99999773   -0 31 46.9
 NU0779;UTM  12      - 4,729,505.071   340,477.310   MT  0.99991308   -1 19 16.2
 NU0779
 NU0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0779!SPC ID E     -   0.99979156  x   0.99999773  =   0.99978929
 NU0779!UTM  12      -   0.99979156  x   0.99991308  =   0.99970465
 NU0779
 NU0779|---------------------------------------------------------------------|
 NU0779| PID    Reference Object                     Distance      Geod. Az  |
 NU0779|                                                           dddmmss.s |
 NU0779| NU0778 IDA 15 W 13 RM 1                      8.833 METERS 05558     |
 NU0779| NU1637 IDA 15 W 14 2 AZ MK                 APPROX. 0.7 KM 0614523.1 |
 NU0779| NU0777 IDA 15 W 14 AZ MK                   APPROX. 1.1 KM 0625328.6 |
 NU0779| NU0780 IDA 15 W 13 RM 2                      8.894 METERS 16721     |
 NU0779| NU1654 CHANLK FAA REL MST AWE26            APPROX. 8.3 KM 2711229.8 |
 NU0779|---------------------------------------------------------------------|
 NU0779
 NU0779                          SUPERSEDED SURVEY CONTROL
 NU0779
 NU0779  NAD 83(1992)-  42 42 05.33993(N)    112 56 51.71967(W) AD(       ) 2
 NU0779  NAD 83(1986)-  42 42 05.33576(N)    112 56 51.71092(W) AD(       ) 2
 NU0779  NAD 27      -  42 42 05.65190(N)    112 56 48.72810(W) AD(       ) 2
 NU0779  NGVD 29 (??/??/92) 1341.988  (m)         4402.84   (f) ADJ UNCH    1 2
 NU0779
 NU0779.Superseded values are not recommended for survey control.
 NU0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0779.See file dsdata.txt to determine how the superseded data were derived.
 NU0779
 NU0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4047729505(NAD 83)
 NU0779_MARKER: DE = TRAVERSE STATION DISK
 NU0779_SETTING: 80 = SET IN A BOULDER
 NU0779_SP_SET: BOULDER
 NU0779_STAMPING: IDA 15W-13 1960
 NU0779_MARK LOGO: CGS   
 NU0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0779+STABILITY: SURFACE MOTION
 NU0779
 NU0779  HISTORY     - Date     Condition        Report By
 NU0779  HISTORY     - 1960     MONUMENTED       CGS
 NU0779  HISTORY     - 1960     GOOD             CGS
 NU0779  HISTORY     - 1979     GOOD             NGS
 NU0779  HISTORY     - 1982     GOOD             NGS
 NU0779  HISTORY     - 1983     GOOD             NGS
 NU0779
 NU0779                          STATION DESCRIPTION
 NU0779
 NU0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0779'THE STATION IS ON THE SUMMIT OF A LOW ROCK AND SAGE COVERED KNOLL
 NU0779'ALONG THE NORTH SIDE OF U.S. HIGHWAY 30N, ABOUT 6-1/2 MILES
 NU0779'SOUTHWEST OF AMERICAN FALLS AND 2-3/4 MILES EAST-NORTHEAST OF
 NU0779'MASSACRE ROCKS.
 NU0779'
 NU0779'TO REACH THE STATION FROM THE INTERCHANGE OF U.S. HIGHWAY 30N
 NU0779'AND INTERSTATE 15W WITH STATE HIGHWAYS 37 AND 38, WHICH IS 2.7
 NU0779'MILES SOUTHWEST OF AMERICAN FALLS, DRIVE SOUTHWEST ON U.S. HIGHWAY
 NU0779'30N FOR 3.45 MILES TO A CROSS ROAD.  CONTINUE SOUTHWESTERLY
 NU0779'ON THE HIGHWAY FOR 0.55 MILE TO AN UNDERPASS BENEATH THE ROADWAY
 NU0779'AND THE IDA 15W - 14 AZIMUTH MARK ON THE LEFT.  CONTINUE
 NU0779'SOUTHWEST ON THE HIGHWAY FOR 0.7 MILE TO A CATTLE GUARD IN THE
 NU0779'NORTH HIGHWAY RIGHT-OF-WAY FENCE ON THE RIGHT.  TURN
 NU0779'RIGHT, PASS THROUGH THE CATTLE GUARD, THENCE DRIVE NORTHEAST FOR
 NU0779'0.05 MILE TO THE SUMMIT OF A SAGE COVERED KNOLL AND THE
 NU0779'STATION.
 NU0779'
 NU0779'THE STATION MARK, STAMPED IDA 15W - 13 1960, IS A STANDARD
 NU0779'TRAVERSE STATION DISK CEMENTED IN A DRILL HOLE IN LAVA BEDROCK
 NU0779'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 46 FEET
 NU0779'NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE AND 9.5 FEET EAST
 NU0779'OF A METAL WITNESS POST WITH SIGN.
 NU0779'
 NU0779'REFERENCE MARK 1, STAMPED IDA 15W - 13 NO 1 1960, IS A STANDARD
 NU0779'DISK CEMENTED IN A DRILL HOLE IN LAVA BEDROCK WHICH IS FLUSH WITH
 NU0779'THE SURFACE OF THE GROUND.  IT IS 50 FEET NORTH OF THE NORTH
 NU0779'HIGHWAY RIGHT-OF-WAY FENCE AND ABOUT 6 INCHES LOWER IN ELEVATION
 NU0779'THAN THE STATION MARK.
 NU0779'
 NU0779'REFERENCE MARK 2, STAMPED IDA 15W - 13 NO 2 1960, IS A STANDARD
 NU0779'DISK CEMENTED IN A DRILL HOLE IN LAVA BEDROCK WHICH IS FLUSH WITH
 NU0779'THE SURFACE OF THE GROUND.  IT IS 15 FEET NORTH OF THE NORTH
 NU0779'HIGHWAY RIGHT-OF-WAY FENCE AND ABOUT 2 FEET LOWER IN ELEVATION
 NU0779'THAN THE STATION MARK.
 NU0779'
 NU0779'THE AZIMUTH MARK FOR STATION IDA 15W - 14 WAS OBSERVED UPON AND
 NU0779'AN INTERSECTION ESTABLISHED.  THE MARK IS A STANDARD DISK, STAMPED
 NU0779'IDA 15W - 14 1960, CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 NU0779'EAST END OF THE CONCRETE HEADWALL OF THE UNDERPASS BENEATH U.S.
 NU0779'HIGHWAY 30N.  IT IS 38.5 FEET SOUTHWEST OF THE EAST END OF THE
 NU0779'SOUTH HIGHWAY GUARD RAIL AND 26.5 FEET SOUTH OF THE CENTER OF
 NU0779'THE HIGHWAY.
 NU0779
 NU0779                          STATION RECOVERY (1960)
 NU0779
 NU0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0779'2.75 MI NE FROM MASSACRE ROCKS.
 NU0779'ABOUT 2 3/4 MILES EAST NORTHEAST FROM MASSACRE ROCKS ALONG U.S.
 NU0779'HIGHWAY 30N (INTERSTATE HIGHWAY 15), TO A CATTLE GUARD IN THE NORTH
 NU0779'RIGHT OF WAY FENCE, TURN LEFT AND PASS THROUGH GATE AND 100 YARDS TO
 NU0779'THE TOP OF A SAGE COVERED KNOLL, 45 FEET NORTH OF THE RIGHT OF WAY
 NU0779'FENCE, 9.5 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET, CEMENTED
 NU0779'IN A DRILL HOLE IN A LAVA BOULDER FLUSH WITH THE GROUND.
 NU0779
 NU0779                          STATION RECOVERY (1979)
 NU0779
 NU0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NU0779'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 NU0779'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 NU0779'MARKS COMPARED FAVORABLY WITH THE 1960 DATA.  A COMPLETE NEW
 NU0779'DESCRIPTION FOLLOWS.
 NU0779'6.5 MILES SOUTHWEST OF AMERICAN FALLS, 3 MILES EAST OF THE MASSACRE
 NU0779'ROCKS STATE PARK AND ON A LAVA ROCK COVERED KNOB JUST NORTH OF
 NU0779'INTERSTATE HIGHWAY 86.
 NU0779'THE AMERICAN FALLS-ROCKLAND EXIT ON INTERSTATE HIGHWAY 86 IN
 NU0779'AMERICAN FALLS 70 WESTERLY ON INTERSTATE HIGHWAY 86 FOR 4.7 MILES
 NU0779'TO THE MARK ON THE RIGHT ON THE NORTH SIDE OF THE RIGHT OF WAY FENCE.
 NU0779'
 NU0779'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 NU0779'STAMPED---IDA 15W-13 1960---CEMENTED IN A DRILL HOLE IN LAVA BED
 NU0779'ROCK LOCATED 14.0 METERS (46 FEET) N FROM THE NORTH RIGHT OF WAY
 NU0779'FENCE AND 3.0 METERS (10 FEET) E FROM A METAL WITNESS POST.
 NU0779'
 NU0779'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU0779'NOS) DISK STAMPED---IDA 15W-13 NO1 1960---CEMENTED IN A DRILL HOLE
 NU0779'IN LAVA BED ROCK LOCATED 15.2 METERS (50 FEET) N FROM THE NORTH RIGHT
 NU0779'OF WAY FENCE, 6.1 METERS (20 FEET) W FROM THE METAL WITNESS POST, AND
 NU0779'0.3 METER (1 FOOT) LOWER THAN THE STATION.
 NU0779'
 NU0779'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU0779'NOS) DISK STAMPED---IDA 15W-13 NO 2 1960---CEMENTED IN A DRILL HOLE
 NU0779'IN LAVA BED ROCK LOCATED 4.6 METERS (15 FEET) N FROM THE NORTH RIGHT
 NU0779'OF WAY FENCE, 9.1 METERS (30 FEET) S FROM THE METAL WITNESS POST, AND
 NU0779'0.6 METER (2 FEET) LOWER THAN THE STATION.
 NU0779
 NU0779                          STATION RECOVERY (1982)
 NU0779
 NU0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NU0779'RECOVERED IN GOOD CONDITION.
 NU0779
 NU0779                          STATION RECOVERY (1983)
 NU0779
 NU0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0779'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0779'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0779'HIGHWAY 39 AT AMERICAN FALLS, THENCE 7.7 KM (4.8 MI) SOUTHWEST ALONG
 NU0779'INTERSTATE 86, IN TOP OF A 2 BY 2 FOOT PORTION OF VOLCANIC OUTCROP
 NU0779'FLUSH WITH THE SURFACE OF THE GROUND, AT THE TOP OF A SMALL HILL,
 NU0779'0.2 KM (0.1 MI) SOUTHWEST OF THE ABANDONED Y JUNCTION OF THE OLD
 NU0779'HIGHWAY, 44.8 METERS (147 FT) NORTHWEST OF THE PROPOSED WEST BOUND
 NU0779'HIGHWAY CENTERLINE, 13.7 METERS (45 FT) NORTHWEST OF THE RIGHT OF WAY
 NU0779'FENCE, 8.8 METERS (29 FT) SOUTHWEST OF RM 1, 8.9 METERS (29.2 FT)
 NU0779'NORTHWEST OF RM 2 AND 26.8 METERS (88 FT) WEST OF A POWER POLE.
 NU0779'THE MARK IS 2.8 METERS  E FROM A WITNESS POST.
 NU0779'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0778 ***********************************************************************
 NU0778  DESIGNATION -  IDA 15 W 13 RM 1
 NU0778  PID         -  NU0778
 NU0778  STATE/COUNTY-  ID/POWER
 NU0778  USGS QUAD   -  NEELEY (1971)
 NU0778
 NU0778                         *CURRENT SURVEY CONTROL
 NU0778  ___________________________________________________________________
 NU0778* NAD 83(1986)-  42 42 05.     (N)    112 56 51.     (W)     SCALED    
 NU0778* NAVD 88     -      1342.924  (meters)    4405.91   (feet)  ADJUSTED  
 NU0778  ___________________________________________________________________
 NU0778  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 NU0778  DYNAMIC HT  -        1342.140 (meters)    4403.34  (feet)  COMP
 NU0778  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 NU0778
 NU0778  VERT ORDER  -  FIRST     CLASS II
 NU0778
 NU0778.The horizontal coordinates were scaled from a topographic map and have
 NU0778.an estimated accuracy of +/- 6 seconds.
 NU0778
 NU0778.The orthometric height was determined by differential leveling
 NU0778.and adjusted by the National Geodetic Survey in June 1991..
 NU0778
 NU0778.The geoid height was determined by GEOID03.
 NU0778
 NU0778.The dynamic height is computed by dividing the NAVD 88
 NU0778.geopotential number by the normal gravity value computed on the
 NU0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0778.degrees latitude (g = 980.6199 gals.).
 NU0778
 NU0778.The modeled gravity was interpolated from observed gravity values.
 NU0778
 NU0778;                    North         East    Units  Estimated Accuracy
 NU0778;SPC ID E     -   115,220.      136,030.      MT  (+/- 180 meters Scaled)
 NU0778
 NU0778                          SUPERSEDED SURVEY CONTROL
 NU0778
 NU0778  NGVD 29 (??/??/92) 1341.893  (m)         4402.53   (f) ADJ UNCH    1 2
 NU0778
 NU0778.Superseded values are not recommended for survey control.
 NU0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0778.See file dsdata.txt to determine how the superseded data were derived.
 NU0778
 NU0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN404294(NAD 83)
 NU0778_MARKER: DR = REFERENCE MARK DISK
 NU0778_SETTING: 66 = SET IN ROCK OUTCROP
 NU0778_SP_SET: BEDROCK
 NU0778_STAMPING: IDA 15W-13 NO 1 1960
 NU0778_MARK LOGO: CGS   
 NU0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0778+STABILITY: POSITION/ELEVATION WELL
 NU0778
 NU0778  HISTORY     - Date     Condition        Report By
 NU0778  HISTORY     - 1960     MONUMENTED       CGS
 NU0778  HISTORY     - 1983     GOOD             NGS
 NU0778  HISTORY     - 1983     GOOD             NGS
 NU0778
 NU0778                          STATION DESCRIPTION
 NU0778
 NU0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0778'2.75 MI NE FROM MASSACRE ROCKS.
 NU0778'4.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0778'FROM THE AMERICAN FALLS-ROCKLAND OVERPASS TO A CATTLE GUARD IN THE
 NU0778'RIGHT OF WAY FENCE, THENCE RIGHT OVER THE CATTLE GUARD AND 100 YARDS
 NU0778'NORTHEAST, 50 FEET NORTH FROM THE RIGHT OF WAY FENCE, 29.1 FEET EAST
 NU0778'NORTHEAST FROM TRAVERSE STATION 15W-13, CEMENTED IN A DRILL HOLE OF
 NU0778'LAVAL BEDROCK.
 NU0778
 NU0778                          STATION RECOVERY (1983)
 NU0778
 NU0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0778'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0778'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0778'HIGHWAY 39 AT AMERICAN FALLS, THENCE 7.7 KM (4.8 MI) SOUTHWEST ALONG
 NU0778'INTERSTATE 86, IN TOP OF A 1 BY 1 FOOT PORTION OF VOLCANIC OUTCROP
 NU0778'FLUSH WITH THE SURFACE OF THE GROUND, 46.3 METERS (152 FT) NORTHWEST
 NU0778'OF THE PROPOSED WEST BOUND HIGHWAY CENTERLINE, 15.2 METERS (50 FT)
 NU0778'NORTHWEST OF THE RIGHT OF WAY FENCE, 14.7 METERS (48.5 FT) NORTH OF RM
 NU0778'2, 8.8 METERS (29 FT) NORTHEAST OF THE STATION AND 20.2 METERS
 NU0778'(66.5 FT) WEST OF A POWER POLE.
 NU0778'THE MARK IS 11.6 METERS  NE FROM A WITNESS POST.
 NU0778'THE MARK IS ABOVE LEVEL WITH THE STATION.
 NU0778
 NU0778                          STATION RECOVERY (1983)
 NU0778
 NU0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0780 ***********************************************************************
 NU0780  DESIGNATION -  IDA 15 W 13 RM 2
 NU0780  PID         -  NU0780
 NU0780  STATE/COUNTY-  ID/POWER
 NU0780  USGS QUAD   -  NEELEY (1971)
 NU0780
 NU0780                         *CURRENT SURVEY CONTROL
 NU0780  ___________________________________________________________________
 NU0780* NAD 83(1986)-  42 42 05.     (N)    112 56 51.     (W)     SCALED    
 NU0780* NAVD 88     -      1342.600  (meters)    4404.85   (feet)  ADJUSTED  
 NU0780  ___________________________________________________________________
 NU0780  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 NU0780  DYNAMIC HT  -        1341.817 (meters)    4402.28  (feet)  COMP
 NU0780  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 NU0780
 NU0780  VERT ORDER  -  FIRST     CLASS II
 NU0780
 NU0780.The horizontal coordinates were scaled from a topographic map and have
 NU0780.an estimated accuracy of +/- 6 seconds.
 NU0780
 NU0780.The orthometric height was determined by differential leveling
 NU0780.and adjusted by the National Geodetic Survey in June 1991..
 NU0780
 NU0780.The geoid height was determined by GEOID03.
 NU0780
 NU0780.The dynamic height is computed by dividing the NAVD 88
 NU0780.geopotential number by the normal gravity value computed on the
 NU0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0780.degrees latitude (g = 980.6199 gals.).
 NU0780
 NU0780.The modeled gravity was interpolated from observed gravity values.
 NU0780
 NU0780;                    North         East    Units  Estimated Accuracy
 NU0780;SPC ID E     -   115,220.      136,030.      MT  (+/- 180 meters Scaled)
 NU0780
 NU0780                          SUPERSEDED SURVEY CONTROL
 NU0780
 NU0780  NGVD 29 (??/??/92) 1341.569  (m)         4401.46   (f) ADJ UNCH    1 2
 NU0780
 NU0780.Superseded values are not recommended for survey control.
 NU0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0780.See file dsdata.txt to determine how the superseded data were derived.
 NU0780
 NU0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN404294(NAD 83)
 NU0780_MARKER: DR = REFERENCE MARK DISK
 NU0780_SETTING: 66 = SET IN ROCK OUTCROP
 NU0780_SP_SET: BEDROCK
 NU0780_STAMPING: IDA 15W-13 NO 2 1960
 NU0780_MARK LOGO: CGS   
 NU0780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0780+STABILITY: POSITION/ELEVATION WELL
 NU0780
 NU0780  HISTORY     - Date     Condition        Report By
 NU0780  HISTORY     - 1960     MONUMENTED       CGS
 NU0780  HISTORY     - 1983     GOOD             NGS
 NU0780  HISTORY     - 1983     GOOD             NGS
 NU0780
 NU0780                          STATION DESCRIPTION
 NU0780
 NU0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0780'2.75 MI NE FROM MASSACRE ROCKS.
 NU0780'ABOUT 2 3/4 MILES EAST NORTHEAST FROM MASSACRE ROCKS ALONG U.S.
 NU0780'HIGHWAY 30N (INTERSTATE HIGHWAY 15W) TO A CATTLE GUARD IN THE NORTH
 NU0780'RIGHT OF WAY FENCE, TURN LEFT THROUGH CATTLE GUARD AND 100 YARDS TO
 NU0780'THE TOP OF SAGE COVERED RIDGE, 15 FEET NORTH FROM THE RIGHT OF WAY
 NU0780'FENCE, 29.2 FEET SOUTH FROM TRAVERSE STATION IDA 15W-13, AND SET IN A
 NU0780'DRILL HOLE IN LAVAL BED ROCK.
 NU0780
 NU0780                          STATION RECOVERY (1983)
 NU0780
 NU0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0780'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0780'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY FROM THE JUNCTION OF STATE
 NU0780'HIGHWAY 39 AT AMERICAN FALLS, THENCE 7.7 KM (4.8 MI) SOUTHWEST ALONG
 NU0780'INTERSTATE 86, IN TOP OF A 2 BY 2 FOOT PORTION OF VOLCANIC OUTCROP
 NU0780'FLUSH WITH THE SURFACE OF THE GROUND, 35.6 METERS (117 FT) NORTHWEST
 NU0780'OF THE PROPOSED WEST BOUND HIGHWAY CENTERLINE, 26.0 METERS (85.5 FT)
 NU0780'SOUTHWEST OF A POWER POLE, 14.7 METERS (48.5 FT) SOUTH OF RM 1,
 NU0780'8.8 METERS (29 FT) SOUTHEAST OF THE STATION AND 4.5 METERS (15 FT)
 NU0780'NORTHWEST OF THE RIGHT OF WAY FENCE.
 NU0780'THE MARK IS 9.6 METERS  SE FROM A WITNESS POST.
 NU0780'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
 NU0780
 NU0780                          STATION RECOVERY (1983)
 NU0780
 NU0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0772 ***********************************************************************
 NU0772  DESIGNATION -  IDA 15 W 14
 NU0772  PID         -  NU0772
 NU0772  STATE/COUNTY-  ID/POWER
 NU0772  USGS QUAD   -  NEELEY (1971)
 NU0772
 NU0772                         *CURRENT SURVEY CONTROL
 NU0772  ___________________________________________________________________
 NU0772* NAD 83(1994)-  42 42 57.11237(N)    112 55 32.18013(W)     ADJUSTED  
 NU0772* NAVD 88     -      1343.402  (meters)    4407.48   (feet)  ADJUSTED  
 NU0772  ___________________________________________________________________
 NU0772  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 NU0772  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 NU0772  DYNAMIC HT  -        1342.624 (meters)    4404.93  (feet)  COMP
 NU0772  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 NU0772
 NU0772  HORZ ORDER  -  SECOND
 NU0772  VERT ORDER  -  SECOND    CLASS 0
 NU0772
 NU0772.The horizontal coordinates were established by classical geodetic methods
 NU0772.and adjusted by the National Geodetic Survey in June 1998..
 NU0772
 NU0772.The orthometric height was determined by differential leveling
 NU0772.and adjusted by the National Geodetic Survey in June 1991..
 NU0772
 NU0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0772
 NU0772.The geoid height was determined by GEOID03.
 NU0772
 NU0772.The dynamic height is computed by dividing the NAVD 88
 NU0772.geopotential number by the normal gravity value computed on the
 NU0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0772.degrees latitude (g = 980.6199 gals.).
 NU0772
 NU0772.The modeled gravity was interpolated from observed gravity values.
 NU0772
 NU0772;                    North         East     Units Scale Factor Converg.
 NU0772;SPC ID E     -   116,814.929   137,834.122   MT  0.99999490   -0 30 53.5
 NU0772;UTM  12      - 4,731,060.575   342,323.378   MT  0.99990588   -1 18 23.5
 NU0772
 NU0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0772!SPC ID E     -   0.99979149  x   0.99999490  =   0.99978639
 NU0772!UTM  12      -   0.99979149  x   0.99990588  =   0.99969739
 NU0772
 NU0772|---------------------------------------------------------------------|
 NU0772| PID    Reference Object                     Distance      Geod. Az  |
 NU0772|                                                           dddmmss.s |
 NU0772| NU0771 IDA 15 W 14 RM 1                     19.232 METERS 01328     |
 NU0772| NU1636 IDA 15 W 14 2                        59.739 METERS 05940     |
 NU0772| NU0773 IDA 15 W 14 RM 2                     14.070 METERS 18136     |
 NU0772| NU0777 IDA 15 W 14 AZ MK                   APPROX. 1.4 KM 2171612.9 |
 NU0772| NU1637 IDA 15 W 14 2 AZ MK                 APPROX. 1.7 KM 2231813.1 |
 NU0772| NU1654 CHANLK FAA REL MST AWE26            APPROX.10.2 KM 2620133.6 |
 NU0772|---------------------------------------------------------------------|
 NU0772
 NU0772                          SUPERSEDED SURVEY CONTROL
 NU0772
 NU0772  NAD 83(1992)-  42 42 57.11237(N)    112 55 32.18013(W) AD(       ) 2
 NU0772  NAD 83(1986)-  42 42 57.10804(N)    112 55 32.17110(W) AD(       ) 2
 NU0772  NAD 27      -  42 42 57.42430(N)    112 55 29.19050(W) AD(       ) 2
 NU0772  NGVD 29 (??/??/92) 1342.370  (m)         4404.09   (f) ADJ UNCH    2 0
 NU0772
 NU0772.Superseded values are not recommended for survey control.
 NU0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0772.See file dsdata.txt to determine how the superseded data were derived.
 NU0772
 NU0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4232331061(NAD 83)
 NU0772_MARKER: DE = TRAVERSE STATION DISK
 NU0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0772_STAMPING: IDA 15W-14 1960
 NU0772_MARK LOGO: CGS   
 NU0772_PROJECTION: PROJECTING 6 CENTIMETERS
 NU0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0772+STABILITY: SURFACE MOTION
 NU0772
 NU0772  HISTORY     - Date     Condition        Report By
 NU0772  HISTORY     - 1960     MONUMENTED       CGS
 NU0772  HISTORY     - 1960     GOOD             CGS
 NU0772  HISTORY     - 1973     GOOD             NGS
 NU0772  HISTORY     - 1975     GOOD             NGS
 NU0772  HISTORY     - 1977     GOOD             NGS
 NU0772  HISTORY     - 1983     GOOD             NGS
 NU0772
 NU0772                          STATION DESCRIPTION
 NU0772
 NU0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0772'THE STATION IS ABOUT 5 MILES SOUTHWEST OF AMERICAN FALLS, 4-1/2
 NU0772'MILES NORTHEAST OF MASSACRE ROCKS AND 0.25 MILE NORTH OF U.S.
 NU0772'HIGHWAY 30N.  IT IS IN THE WEST RIGHT-OF-WAY OF NEELY ROAD, AT
 NU0772'A POINT WHERE THE ROAD CROSSES THE SUMMIT OF A EAST-WEST
 NU0772'CULTIVATED RIDGE.
 NU0772'
 NU0772'TO REACH THE STATION FROM THE INTERCHANGE OF U.S. HIGHWAYS 30N
 NU0772'AND INTERSTATE 15W WITH STATE HIGHWAYS 37 AND 39, WHICH IS 2.7
 NU0772'MILES SOUTHWEST OF AMERICAN FALLS, DRIVE SOUTHWEST ON U.S.
 NU0772'HIGHWAY 30N FOR 3.45 MILES TO A CROSS ROAD *.  TURN RIGHT AND
 NU0772'DRIVE NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO THE SUMMIT OF A
 NU0772'CULTIVATED RIDGE AND THE STATION ON THE LEFT.
 NU0772'
 NU0772'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD TRAVERSE
 NU0772'DISKS, STAMPED IDA 15W - 14 1960.  THE SURFACE MARK IS SET IN
 NU0772'THE CENTER OF THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 NU0772'SQUARE AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 NU0772'IS 28.5 FEET WEST OF THE CENTER OF NEELY ROAD, 8.5 FEET SOUTHEAST
 NU0772'OF A WOODEN POWER POLE AND 3.5 FEET EAST OF THE WEST
 NU0772'RIGHT-OF-WAY FENCE.
 NU0772'
 NU0772'REFERENCE MARK 1, STAMPED IDA 15W - 14 NO 1 1960, IS A STANDARD
 NU0772'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 NU0772'AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 28
 NU0772'FEET WEST OF THE CENTER OF NEELY ROAD, 3.5 FEET EAST OF THE
 NU0772'WEST RIGHT-OF-WAY FENCE AND ABOUT 10 INCHES LOWER IN ELEVATION
 NU0772'THAN THE STATION.
 NU0772'
 NU0772'REFERENCE MARK 2, STAMPED IDA 15W - 14 NO 2 1960, IS A STANDARD
 NU0772'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 NU0772'AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 NU0772'28.5 FEET WEST OF THE CENTER OF NEELY ROAD, 3.5 FEET EAST OF THE
 NU0772'WEST RIGHT-OF-WAY FENC AND ABOUT THE SAME ELEVATION AS THE
 NU0772'STATION.
 NU0772'
 NU0772'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED IDA 15W - 14 1960,
 NU0772'CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST END OF THE CONCRETE
 NU0772'HEADWALL OF AN UNDERPASS BENEATH U.S. HIGHWAY 30N.  IT IS 38.5
 NU0772'FEET SOUTHWEST OF THE EAST END OF THE SOUTH HIGHWAY GUARD RAIL
 NU0772'AND 26.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  *TO REACH THE
 NU0772'MARK, CONTINUE SOUTHWEST ON U.S. HIGHWAY 30N FOR 0.55 MILE TO
 NU0772'THE AZIMUTH MARK ON THE LEFT.
 NU0772
 NU0772                          STATION RECOVERY (1960)
 NU0772
 NU0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0772'5 MI SW FROM AMERICAN FALLS.
 NU0772'3.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0772'FROM THE AMERICAN FALLS-ROCKLAND OVERPASS, RIGHT AND NORTH 0.25 MILE
 NU0772'ON GRAVEL ROAD TO SUMMIT OF RIDGE, 28.5 FEET WEST OF CENTER OF ROAD,
 NU0772'8.5 FEET SOUTHEAST FROM A POWER POLE, 3.5 FEET EAST OF THE WEST RIGHT
 NU0772'OF WAY FENCE, SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING
 NU0772'4-INCHES ABOVE THE GROUND.
 NU0772
 NU0772                          STATION RECOVERY (1973)
 NU0772
 NU0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NU0772'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 NU0772'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE TO REACH IS ADEQUATE
 NU0772'FOR RECOVERY.
 NU0772'
 NU0772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 NU0772'SOUTHWEST OF AMERICAN FALLS
 NU0772
 NU0772                          STATION RECOVERY (1975)
 NU0772
 NU0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NU0772'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WAS
 NU0772'RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A NEW
 NU0772'AND COMPLETE DESCRIPTION FOLLOWS.
 NU0772'
 NU0772'TO REACH THE STATION FROM THE AMERICAN FALLS POST OFFICE GO EAST
 NU0772'FOR 0.1 MILE TO BUSINESS LOOP 15W, TURN RIGHT, AND GO SOUTHWEST
 NU0772'ON BUSINESS LOOP 15W FOR 2.9 MILES TO NEELY ROAD ON THE RIGHT,
 NU0772'JUST BEFORE REACHING THE OVERPASS, TURN RIGHT, AND GO SOUTHWEST
 NU0772'ON NEELEY ROAD FOR 3.3 MILES TO A SUMMIT IN THE ROAD, AND THE
 NU0772'STATION ON THE RIGHT.
 NU0772'
 NU0772'THE STATION MARK, STAMPED IDA 15W-14 1960, IS A STANDARD TRAVERSE
 NU0772'STATION DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NU0772'PROJECTS 2-INCHES, 32 FEET WEST OF THE CENTER OF NEELEY ROAD, 8
 NU0772'FEET SOUTHEAST OF A POWER POLE, 3.5 FEET WEST OF A METAL WITNESS
 NU0772'POST, AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE.  (NOTE 1A
 NU0772'AND 7A)
 NU0772'
 NU0772'REFERENCE MARK NO. 1, STAMPED IDA 15W-14 1960, IS A STANDARD
 NU0772'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NU0772'2-INCHES, 55 FEET NORTH-NORTHEAST OF THE POWER POLE, 29 FEET
 NU0772'WEST OF THE CENTER OF NEELEY ROAD, AND 4 FEET EAST OF THE
 NU0772'RIGHT-OF-WAY FENCE LINE.  (NOTE 11A)
 NU0772'
 NU0772'REFERENCE MARK NO. 2, STAMPED IDA 15W-14 NO 2 1960, IS A STANDARD
 NU0772'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NU0772'2-INCHES, 28 FEET WEST OF THE CENTER OF NEELEY ROAD, AND 2.5
 NU0772'FEET EAST OF THE RIGHT-OF-WAY FENCE LINE.  (NOTE 11A)
 NU0772'
 NU0772'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON NEELEY
 NU0772'ROAD FOR 0.3 MILE TO U.S. HIGHWAY 30, TURN RIGHT, AND GO
 NU0772'SOUTHWEST OF U.S. HIGHWAY 30 FOR 0.6 MILE TO THE AZIMUTH MARK ON
 NU0772'THE LEFT.
 NU0772'
 NU0772'THE AZIMUTH MARK, STAMPED IDA 15W-14 1960, IS A STANDARD DISK
 NU0772'CEMENTED IN A DRILL HOLE AT THE SOUTHEAST CORNER OF THE HEAD
 NU0772'WALL, WHERE A PRIVATE DIRT ROAD PASSES UNDER THE HIGHWAY, 60
 NU0772'FEET WEST OF MILEPOST NO. 32, 30 FEET SOUTH OF THE CENTER OF THE
 NU0772'HIGHWAY, 4 FEET SOUTH OF THE GUARD RAIL, AND 6-INCHES WEST OF THE
 NU0772'EAST END OF THE HEAD WALL.
 NU0772'
 NU0772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST
 NU0772'OF AMERICAN FALLS.
 NU0772
 NU0772                          STATION RECOVERY (1977)
 NU0772
 NU0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NU0772'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 NU0772'RECOVERED AND FOUND IN GOOD CONDITION, THE DISTANCE AND DIRECTION TO
 NU0772'THE MARKS COMPARED FAVORABLY WITH THE 1960 DATA.  THE STATION MAY BE
 NU0772'DESTROYED BY ROAD CONSTRUCTION.  A NEW STATION IDA 15W-14 2 1979 WAS
 NU0772'ESTABLISHED APPROX 60 METERS TO THE EAST FOR A COMPLETE DESCRIPTION
 NU0772'OF THE NEW STATION SEE THE DESCRIPTION THEREIN.
 NU0772'
 NU0772'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF AMERICAN FALLS, 4
 NU0772'MILE NORTHEAST OF THE MASSACRE ROCKS STATE PARK AND ON THE WEST RIGHT
 NU0772'OF WAY OF NEELY ROAD.
 NU0772'
 NU0772'TO REACH THE STATION FROM THE ROCKLAND-AMERICAN FALLS EXIT ON
 NU0772'INTERSTATE 86 IN AMERICAN FALLS GO WESTERLY ON INTERSTATE HIGHWAY 86
 NU0772'FOR 3.5 MILES TO THE NEELY ROAD EXIT TURN RIGHT AND GO NORTH ON NEELY
 NU0772'ROAD FOR 0.3 MILE TO THE TOP OF THE RISE AND THE STATION ON THE LEFT.
 NU0772'
 NU0772'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 NU0772'STAMPED---IDA 15W-14 1960---SET INTO THE TOP OF A SQUARE CONCRETE
 NU0772'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 8.8
 NU0772'METERS (29 FEET) W FROM THE CENTER OF THE ROAD, 2.1 METERS (7 FEET)
 NU0772'SE FROM A POWER POLE, AND 1.2 METERS (4 FEET) E FROM THE FENCE.
 NU0772'
 NU0772'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU0772'NOS) DISK STAMPED---IDA 15W-14 NO1 1960---SET INTO THE TOP OF A
 NU0772'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE
 NU0772'GROUND LOCATED 8.5 METERS (28 FEET) W FROM THE CENTER OF THE ROAD,
 NU0772'1.2 METERS (4 FEET) E FROM THE FENCE, AND 0.3 METER (1 FOOT) LOWER
 NU0772'THAN THE STATION.
 NU0772'
 NU0772'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU0772'NOS) DISK STAMPED---IDA 15W-14 NO2 1960---SET INTO THE TOP OF A
 NU0772'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE
 NU0772'GROUND LOCATED 9.1 METERS (30 FEET) W FROM THE CENTER OF THE ROAD AND
 NU0772'1.2 METERS (4 FEET) E FROM THE FENCE.
 NU0772'
 NU0772'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU0772'NOS) DISK STAMPED---IDA 15 W-14 1960---CEMENTED IN A DRILL HOLE IN
 NU0772'THE SOUTH EAST HEAD WALL OF AN UNDERPASS AND LOCATED 8.2 METERS (27
 NU0772'FEET) S FROM THE CENTER LINE OF THE WEST BOUND LANE.
 NU0772'
 NU0772'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.3 MILE TO
 NU0772'THE INTERSECTION OF INTERSTATE HIGHWAY 86 TURN RIGHT AND GO SOUTHWEST
 NU0772'FOR 0.6 MILE TO THE UNDER PASS AND THE MARK ON THE LEFT.
 NU0772
 NU0772                          STATION RECOVERY (1983)
 NU0772
 NU0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0772'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0772'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0772'HIGHWAY 39 AT AMERICAN FALLS, THENCE 5.25 KM (3.2 MI) SOUTHWEST ALONG
 NU0772'OLD U.S. HIGHWAY 30, THENCE 0.18 KM (0.1 MI) SOUTH ALONG A DIRT ROAD,
 NU0772'AT THE SUMMIT OF A RIDGE, 2.5 METERS (8.5 FT) SOUTH OF A POWER POLE,
 NU0772'8.5 METERS (28.5 FT) WEST OF THE CENTER OF THE ROAD, 1.1 METERS
 NU0772'(3.5 FT) EAST OF THE RIGHT OF WAY FENCE, 19.2 METERS (63 FT) SOUTH OF
 NU0772'RM 1, 14.0 METERS (46 FT) NORTH OF RM 2 AND 60.0 METERS (197 FT)
 NU0772'SOUTHWEST OF IDA 15W-14 2.
 NU0772'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 NU0772'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1636 ***********************************************************************
 NU1636  DESIGNATION -  IDA 15 W 14 2
 NU1636  PID         -  NU1636
 NU1636  STATE/COUNTY-  ID/POWER
 NU1636  USGS QUAD   -  NEELEY (1971)
 NU1636
 NU1636                         *CURRENT SURVEY CONTROL
 NU1636  ___________________________________________________________________
 NU1636* NAD 83(1992)-  42 42 58.09008(N)    112 55 29.91418(W)     ADJUSTED  
 NU1636* NAVD 88     -      1340.71   (meters)    4398.6    (feet)  RESET     
 NU1636  ___________________________________________________________________
 NU1636  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 NU1636  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 NU1636
 NU1636  HORZ ORDER  -  THIRD
 NU1636  VERT ORDER  -  THIRD
 NU1636
 NU1636.The horizontal coordinates were established by classical geodetic methods
 NU1636.and adjusted by the National Geodetic Survey in July 1992..
 NU1636.No horizontal observational check was made to the station.
 NU1636
 NU1636.The orthometric height was computed from unverified reset data.
 NU1636.No vertical observational check was made to the station.
 NU1636
 NU1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1636
 NU1636.The geoid height was determined by GEOID03.
 NU1636
 NU1636;                    North         East     Units Scale Factor Converg.
 NU1636;SPC ID E     -   116,844.634   137,885.951   MT  0.99999482   -0 30 51.9
 NU1636;UTM  12      - 4,731,089.559   342,375.607   MT  0.99990568   -1 18 22.0
 NU1636
 NU1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1636!SPC ID E     -   0.99979191  x   0.99999482  =   0.99978673
 NU1636!UTM  12      -   0.99979191  x   0.99990568  =   0.99969761
 NU1636
 NU1636|---------------------------------------------------------------------|
 NU1636| PID    Reference Object                     Distance      Geod. Az  |
 NU1636|                                                           dddmmss.s |
 NU1636| NU1824 IDA 15 W 14 2 RM 4                    9.603 METERS 02602     |
 NU1636| NU1643 AMERICAN FALLS POWER CO ELEV        APPROX. 9.8 KM 0355004.4 |
 NU1636| NU0772 IDA 15 W 14                          59.739 METERS 23940     |
 NU1636| NU1825 IDA 15 W 14 2 RM 3                   15.728 METERS 29304     |
 NU1636|---------------------------------------------------------------------|
 NU1636
 NU1636                          SUPERSEDED SURVEY CONTROL
 NU1636
 NU1636  NAD 83(1986)-  42 42 58.08575(N)    112 55 29.90513(W) AD(       ) 3
 NU1636  NAD 27      -  42 42 58.40200(N)    112 55 26.92460(W) AD(       ) 3
 NU1636  NGVD 29 (03/27/06) 1339.68   (m)         4395.3    (f) RESET       3  
 NU1636
 NU1636.Superseded values are not recommended for survey control.
 NU1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1636.See file dsdata.txt to determine how the superseded data were derived.
 NU1636
 NU1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4237631090(NAD 83)
 NU1636_MARKER: DS = TRIANGULATION STATION DISK
 NU1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1636_SP_SET: CONCRETE POST
 NU1636_STAMPING: IDA 15 W-14 2 1979
 NU1636_MARK LOGO: NGS   
 NU1636_PROJECTION: PROJECTING 10 CENTIMETERS
 NU1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1636+STABILITY: SURFACE MOTION
 NU1636
 NU1636  HISTORY     - Date     Condition        Report By
 NU1636  HISTORY     - 1979     MONUMENTED       NGS
 NU1636  HISTORY     - 1980     GOOD             NGS
 NU1636
 NU1636                          STATION DESCRIPTION
 NU1636
 NU1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NU1636'THE STATION IS LOCATED 5 MILES SOUTHWEST OF AMERICAN FALLS, 4.5 MILES
 NU1636'NORTHEAST OF MASSACRE ROCKS STATE PARK, 0.3 MILE NORTH OF INTERSTATE
 NU1636'HIGHWAY 86 AND ON PROPERTY OWNED BY STEVE W ISAAK PO BOX 188 AMERICAN
 NU1636'FALLS ID 83211.
 NU1636'
 NU1636'TO REACH THE STATION FROM THE AMERICAN FALLS-ROCKLAND EXIT ON
 NU1636'INTERSTATE HIGHWAY 86 IN AMERICAN FALLS GO WESTERLY FOR 3.5 MILES TO
 NU1636'AN EXIT RIGHT.  TURN RIGHT AND GO NORTH ON NEELY ROAD FOR 0.3 MILE TO
 NU1636'THE STATION ON THE RIGHT AT THE SOUTHWEST CORNER OF A POTATO HOUSE.
 NU1636'
 NU1636'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 NU1636'---IDA 15W-14 2 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 NU1636'30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4 INCHES) ABOVE THE
 NU1636'GROUND LOCATED 9.8 METERS (32 FEET) S FROM THE NORTH WEST CORNER OF
 NU1636'THE POTATO HOUSE AND 0.46 METER (1.5 FEET) W FROM THE SOUTH WEST
 NU1636'CORNER OF THE POTATO HOUSE.
 NU1636'
 NU1636'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NU1636'STAMPED---IDA 15W-14 2 1979---SET INTO AN IRREGULAR MASS OF
 NU1636'CONCRETE 0.76 METER (2.5 FEET) BELOW THE SURFACE.
 NU1636'
 NU1636'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NU1636'STAMPED---IDA 15W-14 2 NO 3 1979---SET INTO THE TOP OF A ROUND
 NU1636'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 15 CM (6
 NU1636'INCHES) ABOVE THE GROUND LOCATED 15.8 METERS (52 FEET) N FROM THE
 NU1636'SOUTH WEST CORNER OF THE POTATO HOUSE AND 0.46 METER (1.5 FEET) W
 NU1636'FROM THE NORTH WEST CORNER OF THE POTATO HOUSE.
 NU1636'
 NU1636'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NU1636'STAMPED---IDA 15W-14 2 NO 4 1979---CEMENTED IN A DRILL HOLE IN THE
 NU1636'CONCRETE FOUNDATION OF THE POTATO HOUSE AND LOCATED 9.1 METERS (30
 NU1636'FEET) E FROM THE SOUTHWEST CORNER OF THE POTATO HOUSE.
 NU1636
 NU1636                          STATION RECOVERY (1980)
 NU1636
 NU1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NU1636'6.1 KM (3.80 MI) SW FROM AMERICAN FALLS.
 NU1636'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 NU1636'3.5 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 86 FROM THE AMERICAN
 NU1636'FALLS-ROCKLAND EXIT THENCE 0.3 MILE NORTH ON NEELY ROAD TO A POTATO
 NU1636'HOUSE ON THE RIGHT, 32 FEET SOUTH OF THE NORTHWEST CORNER AND 1.5
 NU1636'FEET WEST OF THE SOUTHWEST CORNER OF THE POTATO HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1637 ***********************************************************************
 NU1637  DESIGNATION -  IDA 15 W 14 2 AZ MK
 NU1637  PID         -  NU1637
 NU1637  STATE/COUNTY-  ID/POWER
 NU1637  USGS QUAD   -  NEELEY (1971)
 NU1637
 NU1637                         *CURRENT SURVEY CONTROL
 NU1637  ___________________________________________________________________
 NU1637* NAD 83(1994)-  42 42 16.07920(N)    112 56 24.61078(W)     ADJUSTED  
 NU1637* NAVD 88     -      1342.2    (meters)    4404.     (feet)  VERTCON   
 NU1637  ___________________________________________________________________
 NU1637  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 NU1637  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 NU1637
 NU1637  HORZ ORDER  -  THIRD
 NU1637
 NU1637.The horizontal coordinates were established by classical geodetic methods
 NU1637.and adjusted by the National Geodetic Survey in June 1998..
 NU1637.No horizontal observational check was made to the station.
 NU1637
 NU1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1637
 NU1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1637
 NU1637.The geoid height was determined by GEOID03.
 NU1637
 NU1637;                    North         East     Units Scale Factor Converg.
 NU1637;SPC ID E     -   115,559.627   136,629.556   MT  0.99999676   -0 31 28.6
 NU1637;UTM  12      - 4,729,822.144   341,101.691   MT  0.99991064   -1 18 58.1
 NU1637
 NU1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1637!SPC ID E     -   0.99979168  x   0.99999676  =   0.99978844
 NU1637!UTM  12      -   0.99979168  x   0.99991064  =   0.99970233
 NU1637
 NU1637:                Primary Azimuth Mark                     Grid Az
 NU1637:SPC ID E     -  AMERICAN FALLS POWER CO ELEV             037 35 04.6
 NU1637:UTM  12      -  AMERICAN FALLS POWER CO ELEV             038 22 34.1
 NU1637
 NU1637|---------------------------------------------------------------------|
 NU1637| PID    Reference Object                     Distance      Geod. Az  |
 NU1637|                                                           dddmmss.s |
 NU1637| NU1643 AMERICAN FALLS POWER CO ELEV        APPROX.11.6 KM 0370336.0 |
 NU1637| NU0772 IDA 15 W 14                         APPROX. 1.7 KM 0431737.5 |
 NU1637| NU0777 IDA 15 W 14 AZ MK                   393.997 METERS 06455     |
 NU1637| NU0773 IDA 15 W 14 RM 2                     12.784 METERS 24031     |
 NU1637| NU0779 IDA 15 W 13                         APPROX. 0.7 KM 2414541.5 |
 NU1637| NU1654 CHANLK FAA REL MST AWE26            APPROX. 8.9 KM 2690023.5 |
 NU1637| NU0771 IDA 15 W 14 RM 1                     10.985 METERS 35258     |
 NU1637|---------------------------------------------------------------------|
 NU1637
 NU1637                          SUPERSEDED SURVEY CONTROL
 NU1637
 NU1637  NAD 83(1992)-  42 42 16.07920(N)    112 56 24.61078(W) AD(       ) 3
 NU1637  NAD 83(1986)-  42 42 16.07497(N)    112 56 24.60195(W) AD(       ) 3
 NU1637  NAD 27      -  42 42 16.39166(N)    112 56 21.61985(W) AD(       ) 3
 NU1637  NGVD 29 (07/19/86) 1341.2    (m)         4400.     (f) VERT ANG       
 NU1637
 NU1637.Superseded values are not recommended for survey control.
 NU1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1637.See file dsdata.txt to determine how the superseded data were derived.
 NU1637
 NU1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4110229822(NAD 83)
 NU1637_MARKER: DH = HORIZONTAL CONTROL DISK
 NU1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1637+STABILITY: SURFACE MOTION
 NU1637
 NU1637  HISTORY     - Date     Condition        Report By
 NU1637  HISTORY     - 1979     MONUMENTED       NGS
 NU1637
 NU1637                          STATION DESCRIPTION
 NU1637
 NU1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NU1637'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF AMERICAN FALLS, 4
 NU1637'MILES NORTHEAST OF MASSACRE ROCKS STATE PARK AND AT A JOG IN THE
 NU1637'NORTH RIGHT OF WAY FENCE OF INTERSTATE HIGHWAY 86.
 NU1637'
 NU1637'TO REACH THE STATION FROM THE AMERICAN FALLS-ROCKLAND EXIT ON
 NU1637'INTERSTATE HIGHWAY 86 IN AMERICAN FALLS GO WESTERLY ON INTERSTATE
 NU1637'HIGHWAY 86 FOR 4.25 MILES TO THE STATION ON THE RIGHT AT A CORNER IN
 NU1637'THE RIGHT OF WAY FENCE.
 NU1637'
 NU1637'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 NU1637'---IDA 15W-14 AZ 2 1979---SET INTO THE TOP OF A ROUND CONCRETE
 NU1637'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4 INCHES)
 NU1637'ABOVE THE GROUND LOCATED 1.2 METERS (4 FEET) W FROM A METAL WITNESS
 NU1637'POST, 0.9 METER (3 FEET) E FROM A FENCE CORNER, AND 20.7 METERS (68
 NU1637'FEET) S FROM A FENCE CORNER.
 NU1637'
 NU1637'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NU1637'STAMPED---IDA 15W-14 AZ 2 1979---SET INTO AN IRREGULAR MASS OF
 NU1637'CONCRETE 0.76 METER (2.5 FEET) BELOW THE SURFACE.
 NU1637'
 NU1637'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NU1637'STAMPED---IDA 15W-14 AZ 2 NO 1 1979---SET INTO THE TOP OF A ROUND
 NU1637'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4
 NU1637'INCHES) ABOVE THE GROUND LOCATED 11.0 METERS (36 FEET) N FROM A FENCE
 NU1637'CORNER, 10.7 METERS (35 FEET) N FROM A METAL WITNESS POST, 10.1
 NU1637'METERS (33 FEET) S FROM A FENCE CORNER, 0.3 METER (1 FOOT) E FROM THE
 NU1637'NORTH RIGHT OF WAY FENCE, AND 0.3 METER (1 FOOT) HIGHER THAN THE
 NU1637'STATION.
 NU1637'
 NU1637'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NU1637'STAMPED---IDA 15W-14 AZ 2 NO 2 1979---SET INTO THE TOP OF A ROUND
 NU1637'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM (3
 NU1637'INCHES) ABOVE THE GROUND LOCATED 13.7 METERS (45 FEET) W FROM A METAL
 NU1637'WITNESS POST, 12.2 METERS (40 FEET) W FROM A FENCE CORNER, 0.3 METER
 NU1637'(1 FOOT) S FROM THE FENCE, AND 0.6 METER (2 FEET) LOWER THAN THE
 NU1637'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1825 ***********************************************************************
 NU1825  DESIGNATION -  IDA 15 W 14 2 RM 3
 NU1825  PID         -  NU1825
 NU1825  STATE/COUNTY-  ID/POWER
 NU1825  USGS QUAD   -  NEELEY (1971)
 NU1825
 NU1825                         *CURRENT SURVEY CONTROL
 NU1825  ___________________________________________________________________
 NU1825* NAD 83(1986)-  42 42 58.     (N)    112 55 29.     (W)     SCALED    
 NU1825* NAVD 88     -      1340.90   (meters)    4399.3    (feet)  RESET     
 NU1825  ___________________________________________________________________
 NU1825  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 NU1825
 NU1825  VERT ORDER  -  THIRD
 NU1825
 NU1825.The horizontal coordinates were scaled from a topographic map and have
 NU1825.an estimated accuracy of +/- 6 seconds.
 NU1825
 NU1825.The orthometric height was computed from unverified reset data.
 NU1825.No vertical observational check was made to the station.
 NU1825
 NU1825.The geoid height was determined by GEOID03.
 NU1825
 NU1825;                    North         East    Units  Estimated Accuracy
 NU1825;SPC ID E     -   116,840.      137,910.      MT  (+/- 180 meters Scaled)
 NU1825
 NU1825                          SUPERSEDED SURVEY CONTROL
 NU1825
 NU1825  NGVD 29 (03/27/06) 1339.87   (m)         4395.9    (f) RESET       3  
 NU1825
 NU1825.Superseded values are not recommended for survey control.
 NU1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1825.See file dsdata.txt to determine how the superseded data were derived.
 NU1825
 NU1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN423310(NAD 83)
 NU1825_MARKER: DR = REFERENCE MARK DISK
 NU1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1825_SP_SET: CONCRETE POST
 NU1825_STAMPING: IDA 15 W-14 2 NO 3 1979
 NU1825_MARK LOGO: NGS   
 NU1825_PROJECTION: PROJECTING 15 CENTIMETERS
 NU1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1825+STABILITY: SURFACE MOTION
 NU1825
 NU1825  HISTORY     - Date     Condition        Report By
 NU1825  HISTORY     - 1979     MONUMENTED       NGS
 NU1825  HISTORY     - 1981     GOOD             NGS
 NU1825
 NU1825                          STATION DESCRIPTION
 NU1825
 NU1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 NU1825'6.1 KM (3.80 MI) SW FROM AMERICAN FALLS.
 NU1825'3.5 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 86 FROM THE AMERICAN
 NU1825'FALLS-ROCKLAND EXIT, THENCE 0.3 MILE NORTH ON NEELY ROAD TO A POTATO
 NU1825'HOUSE ON THE RIGHT, 52 FEET NORTH OF THE SOUTHWEST CORNER AND 1.5
 NU1825'FEET WEST OF THE NORTHWEST CORNER OF THE POTATO HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1824 ***********************************************************************
 NU1824  DESIGNATION -  IDA 15 W 14 2 RM 4
 NU1824  PID         -  NU1824
 NU1824  STATE/COUNTY-  ID/POWER
 NU1824  USGS QUAD   -  NEELEY (1971)
 NU1824
 NU1824                         *CURRENT SURVEY CONTROL
 NU1824  ___________________________________________________________________
 NU1824* NAD 83(1986)-  42 42 58.     (N)    112 55 29.     (W)     SCALED    
 NU1824* NAVD 88     -      1340.82   (meters)    4399.0    (feet)  RESET     
 NU1824  ___________________________________________________________________
 NU1824  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 NU1824
 NU1824  VERT ORDER  -  THIRD
 NU1824
 NU1824.The horizontal coordinates were scaled from a topographic map and have
 NU1824.an estimated accuracy of +/- 6 seconds.
 NU1824
 NU1824.The orthometric height was computed from unverified reset data.
 NU1824.No vertical observational check was made to the station.
 NU1824
 NU1824.The geoid height was determined by GEOID03.
 NU1824
 NU1824;                    North         East    Units  Estimated Accuracy
 NU1824;SPC ID E     -   116,840.      137,910.      MT  (+/- 180 meters Scaled)
 NU1824
 NU1824                          SUPERSEDED SURVEY CONTROL
 NU1824
 NU1824  NGVD 29 (03/27/06) 1339.79   (m)         4395.6    (f) RESET       3  
 NU1824
 NU1824.Superseded values are not recommended for survey control.
 NU1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1824.See file dsdata.txt to determine how the superseded data were derived.
 NU1824
 NU1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN423310(NAD 83)
 NU1824_MARKER: DR = REFERENCE MARK DISK
 NU1824_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NU1824_SP_SET: POTATO HOUSE BASE
 NU1824_STAMPING: IDA 15 W-14 2 NO 4 1979
 NU1824_MARK LOGO: NGS   
 NU1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1824+STABILITY: SURFACE MOTION
 NU1824
 NU1824  HISTORY     - Date     Condition        Report By
 NU1824  HISTORY     - 1979     MONUMENTED       NGS
 NU1824  HISTORY     - 1980     GOOD             NGS
 NU1824
 NU1824                          STATION DESCRIPTION
 NU1824
 NU1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NU1824'6.1 KM (3.80 MI) SW FROM AMERICAN FALLS.
 NU1824'3.5 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 86 FROM THE AMERICAN
 NU1824'FALLS-ROCKLAND EXIT, THENCE 0.3 MILE NORTH ON NEELY ROAD TO A POTATO
 NU1824'HOUSE ON THE RIGHT, 30 FEET EAST OF THE SOUTHWEST CORNER OF THE
 NU1824'POTATO HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0777 ***********************************************************************
 NU0777  DESIGNATION -  IDA 15 W 14 AZ MK
 NU0777  PID         -  NU0777
 NU0777  STATE/COUNTY-  ID/POWER
 NU0777  USGS QUAD   -  NEELEY (1971)
 NU0777
 NU0777                         *CURRENT SURVEY CONTROL
 NU0777  ___________________________________________________________________
 NU0777* NAD 83(1994)-  42 42 21.49239(N)    112 56 08.93136(W)     ADJUSTED  
 NU0777* NAVD 88     -      1338.952  (meters)    4392.88   (feet)  ADJUSTED  
 NU0777  ___________________________________________________________________
 NU0777  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 NU0777  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 NU0777  DYNAMIC HT  -        1338.170 (meters)    4390.31  (feet)  COMP
 NU0777  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 NU0777
 NU0777  HORZ ORDER  -  THIRD
 NU0777  VERT ORDER  -  SECOND    CLASS 0
 NU0777
 NU0777.The horizontal coordinates were established by classical geodetic methods
 NU0777.and adjusted by the National Geodetic Survey in June 1998..
 NU0777
 NU0777.The orthometric height was determined by differential leveling
 NU0777.and adjusted by the National Geodetic Survey in June 1991..
 NU0777
 NU0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0777
 NU0777.The geoid height was determined by GEOID03.
 NU0777
 NU0777.The dynamic height is computed by dividing the NAVD 88
 NU0777.geopotential number by the normal gravity value computed on the
 NU0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0777.degrees latitude (g = 980.6199 gals.).
 NU0777
 NU0777.The modeled gravity was interpolated from observed gravity values.
 NU0777
 NU0777;                    North         East     Units Scale Factor Converg.
 NU0777;SPC ID E     -   115,723.399   136,987.901   MT  0.99999620   -0 31 18.1
 NU0777;UTM  12      - 4,729,980.936   341,462.233   MT  0.99990923   -1 18 47.6
 NU0777
 NU0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0777!SPC ID E     -   0.99979219  x   0.99999620  =   0.99978839
 NU0777!UTM  12      -   0.99979219  x   0.99990923  =   0.99970144
 NU0777
 NU0777:                Primary Azimuth Mark                     Grid Az
 NU0777:SPC ID E     -  IDA 15 W 14                              037 47 06.0
 NU0777:UTM  12      -  IDA 15 W 14                              038 34 35.5
 NU0777
 NU0777|---------------------------------------------------------------------|
 NU0777| PID    Reference Object                     Distance      Geod. Az  |
 NU0777|                                                           dddmmss.s |
 NU0777| NU0772 IDA 15 W 14                         APPROX. 1.4 KM 0371547.9 |
 NU0777| NU1637 IDA 15 W 14 2 AZ MK                 393.997 METERS 24455     |
 NU0777|---------------------------------------------------------------------|
 NU0777
 NU0777                          SUPERSEDED SURVEY CONTROL
 NU0777
 NU0777  NAD 83(1992)-  42 42 21.49239(N)    112 56 08.93136(W) AD(       ) 3
 NU0777  NAD 83(1986)-  42 42 21.48810(N)    112 56 08.92258(W) AD(       ) 3
 NU0777  NAD 27      -  42 42 21.80500(N)    112 56 05.94100(W) AD(       ) 3
 NU0777  NGVD 29 (??/??/92) 1337.916  (m)         4389.48   (f) ADJ UNCH    2 0
 NU0777
 NU0777.Superseded values are not recommended for survey control.
 NU0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0777.See file dsdata.txt to determine how the superseded data were derived.
 NU0777
 NU0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4146229981(NAD 83)
 NU0777_MARKER: DZ = AZIMUTH MARK DISK
 NU0777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0777_SP_SET: UNDERPASS
 NU0777_STAMPING: IDA 15W-14 1960
 NU0777_MARK LOGO: CGS   
 NU0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0777
 NU0777  HISTORY     - Date     Condition        Report By
 NU0777  HISTORY     - 1960     MONUMENTED       CGS
 NU0777  HISTORY     - 1960     GOOD             CGS
 NU0777  HISTORY     - 1979     GOOD             NGS
 NU0777  HISTORY     - 1983     GOOD             NGS
 NU0777  HISTORY     - 1983     GOOD             NGS
 NU0777
 NU0777                          STATION DESCRIPTION
 NU0777
 NU0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0777'TO REACH FROM THE AMERICAN FALLS - ROCKLAND OVERPASS ON U.S.
 NU0777'HIGHWAY 30N (INTERSTATE HIGHWAY 15W), GO SOUTHWEST ON THE HIGHWAY
 NU0777'4.0 MILES TO A CONCRETE BRIDGE AND THE MARK.
 NU0777'
 NU0777'THE AZIMUTH MARK, STAMPED IDA 15W-14 1960, IS A STANDARD DISK
 NU0777'CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST END OF THE CONCRETE
 NU0777'HEADWALL OF THE BRIDGE, 38-1/2 FEET SOUTHWEST OF THE EAST END
 NU0777'OF A GUARD RAIL AND 26-1/2 FEET SOUTH OF THE CENTERLINE OF THE
 NU0777'HIGHWAY.
 NU0777
 NU0777                          STATION RECOVERY (1960)
 NU0777
 NU0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0777'5.5 MI SW FROM AMERICAN FALLS.
 NU0777'4 MILES ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) SOUTHWEST,
 NU0777'FROM THE AMERICAN FALLS-ROCKLAND OVERPASS, ABOUT 4 1/2 MILES ALONG THE
 NU0777'HIGHWAY NORTHEAST FROM MASSACRE ROCKS, IN TOP OF THE EAST HEADWALL OF
 NU0777'AN UNDERPASS, 58.5 FEET SOUTHWEST OF THE EAST END OF THE SOUTH GUARD
 NU0777'RAIL, 26.5 SOUTH FROM THE CENTER OF THE HIGHWAY, SET IN A DRILL HOLE.
 NU0777
 NU0777                          STATION RECOVERY (1979)
 NU0777
 NU0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GLN)
 NU0777'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT WILL BE DESTROYED BY
 NU0777'THE CONSTRUCTION OF A NEW LANE OF INTERSTATE HIGHWAY 86.  A NEW
 NU0777'DISK STAMPED IDA 15W-14 AZ 2 1979 WAS SET 0.25 MILE WEST ALONG THE
 NU0777'NORTH RIGHT OF WAY FENCE
 NU0777'
 NU0777'THE STATION IS LOCATED ABOUT 5 MILES SOUTH WEST OF AMERICAN FALLS, 4
 NU0777'MILES NORTHEAST OF MASSACRE ROCKS STATE PARK, IN THE SOUTHEAST CORNER
 NU0777'OF A HEAD WALL OF A UNDERPASS UNDER INTER STATE HIGHWAY 86.
 NU0777'
 NU0777'TO REACH THE STATION FROM THE AMERICAN FALLS-ROCKLAND EXIT ON
 NU0777'INTERSTATE HIGHWAY 86 IN AMERICAN FALLS GO WESTERLY ON INTERSTATE
 NU0777'HIGHWAY 86 FOR 4.0 MILES TO A UNDER PASS AND THE MARK ON THE LEFT.
 NU0777'
 NU0777'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 NU0777'STAMPED---IDA 15W-14/1960---CEMENTED IN A DRILL HOLE IN THE
 NU0777'SOUTHEAST END OF THE UNDERPASS.
 NU0777
 NU0777                          STATION RECOVERY (1983)
 NU0777
 NU0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0777'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0777'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0777'HIGHWAY 39 AT AMERICAN FALL, THENCE 6.7 KM (4.15 MI) SOUTHWEST ALONG
 NU0777'INTERSTATE 86, IN THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF THE
 NU0777'WEST BOUND BRIDGE OVER A SINGLE LANE DIRT ROAD, 7.4 METERS (24.5 FT)
 NU0777'SOUTHEAST OF THE HIGHWAY CENTERLINE AND 18.7 METERS (61.5 FT)
 NU0777'SOUTHWEST OF MILEPOST 32.
 NU0777'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 NU0777
 NU0777                          STATION RECOVERY (1983)
 NU0777
 NU0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1826 ***********************************************************************
 NU1826  DESIGNATION -  IDA 15 W 14 AZ MK 2
 NU1826  PID         -  NU1826
 NU1826  STATE/COUNTY-  ID/POWER
 NU1826  USGS QUAD   -  NEELEY (1971)
 NU1826
 NU1826                         *CURRENT SURVEY CONTROL
 NU1826  ___________________________________________________________________
 NU1826* NAD 83(1986)-  42 42 21.     (N)    112 56 08.     (W)     SCALED    
 NU1826* NAVD 88     -      1342.24   (meters)    4403.7    (feet)  RESET     
 NU1826  ___________________________________________________________________
 NU1826  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 NU1826
 NU1826  VERT ORDER  -  THIRD
 NU1826
 NU1826.The horizontal coordinates were scaled from a topographic map and have
 NU1826.an estimated accuracy of +/- 6 seconds.
 NU1826
 NU1826.The orthometric height was computed from unverified reset data.
 NU1826.No vertical observational check was made to the station.
 NU1826
 NU1826.The geoid height was determined by GEOID03.
 NU1826
 NU1826;                    North         East    Units  Estimated Accuracy
 NU1826;SPC ID E     -   115,710.      137,010.      MT  (+/- 180 meters Scaled)
 NU1826
 NU1826                          SUPERSEDED SURVEY CONTROL
 NU1826
 NU1826  NGVD 29 (03/27/06) 1341.20   (m)         4400.3    (f) RESET       3  
 NU1826
 NU1826.Superseded values are not recommended for survey control.
 NU1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1826.See file dsdata.txt to determine how the superseded data were derived.
 NU1826
 NU1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN414299(NAD 83)
 NU1826_MARKER: DS = TRIANGULATION STATION DISK
 NU1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1826_SP_SET: CONCRETE POST
 NU1826_STAMPING: IDA 15 W-14 2 1979
 NU1826_MARK LOGO: NGS   
 NU1826_PROJECTION: PROJECTING 10 CENTIMETERS
 NU1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1826+STABILITY: SURFACE MOTION
 NU1826
 NU1826  HISTORY     - Date     Condition        Report By
 NU1826  HISTORY     - 1979     MONUMENTED       NGS
 NU1826
 NU1826                          STATION DESCRIPTION
 NU1826
 NU1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NU1826'9.2 KM (5.70 MI) SW FROM AMERICAN FALLS.
 NU1826'4.3 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 86 FROM THE AMERICAN
 NU1826'FALLS-ROCKLAND EXIT TO A JUG IN THE NORTH RIGHT OF WAY FENCE, 68 FEET
 NU1826'SOUTH OF A FENCE CORNER AND 3 FEET EAST OF A FENCE CORNER.
 NU1826'THE MARK IS 2.7 METERS  W FROM  A WITNESS POST
 NU1826'THE MARK IS 3.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1827 ***********************************************************************
 NU1827  DESIGNATION -  IDA 15 W 14 AZ MK 2 RM 1
 NU1827  PID         -  NU1827
 NU1827  STATE/COUNTY-  ID/POWER
 NU1827  USGS QUAD   -  NEELEY (1971)
 NU1827
 NU1827                         *CURRENT SURVEY CONTROL
 NU1827  ___________________________________________________________________
 NU1827* NAD 83(1986)-  42 42 21.     (N)    112 56 08.     (W)     SCALED    
 NU1827* NAVD 88     -      1341.35   (meters)    4400.7    (feet)  RESET     
 NU1827  ___________________________________________________________________
 NU1827  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 NU1827
 NU1827  VERT ORDER  -  THIRD
 NU1827
 NU1827.The horizontal coordinates were scaled from a topographic map and have
 NU1827.an estimated accuracy of +/- 6 seconds.
 NU1827
 NU1827.The orthometric height was computed from unverified reset data.
 NU1827.No vertical observational check was made to the station.
 NU1827
 NU1827.The geoid height was determined by GEOID03.
 NU1827
 NU1827;                    North         East    Units  Estimated Accuracy
 NU1827;SPC ID E     -   115,710.      137,010.      MT  (+/- 180 meters Scaled)
 NU1827
 NU1827                          SUPERSEDED SURVEY CONTROL
 NU1827
 NU1827  NGVD 29 (03/27/06) 1340.31   (m)         4397.3    (f) RESET       3  
 NU1827
 NU1827.Superseded values are not recommended for survey control.
 NU1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1827.See file dsdata.txt to determine how the superseded data were derived.
 NU1827
 NU1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN414299(NAD 83)
 NU1827_MARKER: DR = REFERENCE MARK DISK
 NU1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1827_SP_SET: CONCRETE POST
 NU1827_STAMPING: IDA 15 W-14 AZ 2 NO 1 1979
 NU1827_MARK LOGO: NGS   
 NU1827_PROJECTION: PROJECTING 10 CENTIMETERS
 NU1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1827+STABILITY: SURFACE MOTION
 NU1827
 NU1827  HISTORY     - Date     Condition        Report By
 NU1827  HISTORY     - 1979     MONUMENTED       NGS
 NU1827
 NU1827                          STATION DESCRIPTION
 NU1827
 NU1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NU1827'9.2 KM (5.70 MI) SW FROM AMERICAN FALLS.
 NU1827'4.3 MILES WEST ALONG INTERSTATE HIGHWAY 86 FROM THE AMERICAN
 NU1827'FALLS-ROCKLAND EXIT TO A JUG IN THE NORTH RIGHT OF WAY FENCE 36 FEET
 NU1827'NORTH OF A FENCE CORNER, 33 FEET SOUTH OF A FENCE CORNER AND 1 FOOT
 NU1827'EAST OF THE RIGHT-OF-WAY FENCE.
 NU1827'THE MARK IS 10.7 METERS  N FROM  A WITNESS POST
 NU1827'THE MARK IS 2.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1828 ***********************************************************************
 NU1828  DESIGNATION -  IDA 15 W 14 AZ MK 2 RM 2
 NU1828  PID         -  NU1828
 NU1828  STATE/COUNTY-  ID/POWER
 NU1828  USGS QUAD   -  NEELEY (1971)
 NU1828
 NU1828                         *CURRENT SURVEY CONTROL
 NU1828  ___________________________________________________________________
 NU1828* NAD 83(1986)-  42 42 21.     (N)    112 56 08.     (W)     SCALED    
 NU1828* NAVD 88     -      1342.41   (meters)    4404.2    (feet)  RESET     
 NU1828  ___________________________________________________________________
 NU1828  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 NU1828
 NU1828  VERT ORDER  -  THIRD
 NU1828
 NU1828.The horizontal coordinates were scaled from a topographic map and have
 NU1828.an estimated accuracy of +/- 6 seconds.
 NU1828
 NU1828.The orthometric height was computed from unverified reset data.
 NU1828.No vertical observational check was made to the station.
 NU1828
 NU1828.The geoid height was determined by GEOID03.
 NU1828
 NU1828;                    North         East    Units  Estimated Accuracy
 NU1828;SPC ID E     -   115,710.      137,010.      MT  (+/- 180 meters Scaled)
 NU1828
 NU1828                          SUPERSEDED SURVEY CONTROL
 NU1828
 NU1828  NGVD 29 (03/27/06) 1341.38   (m)         4400.8    (f) RESET       3  
 NU1828
 NU1828.Superseded values are not recommended for survey control.
 NU1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1828.See file dsdata.txt to determine how the superseded data were derived.
 NU1828
 NU1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN414299(NAD 83)
 NU1828_MARKER: DR = REFERENCE MARK DISK
 NU1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1828_SP_SET: CONCRETE POST
 NU1828_STAMPING: IDA 15 W-14 AZ 2 NO 2 1979
 NU1828_MARK LOGO: NGS   
 NU1828_PROJECTION: PROJECTING 8 CENTIMETERS
 NU1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1828+STABILITY: SURFACE MOTION
 NU1828
 NU1828  HISTORY     - Date     Condition        Report By
 NU1828  HISTORY     - 1979     MONUMENTED       NGS
 NU1828
 NU1828                          STATION DESCRIPTION
 NU1828
 NU1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NU1828'9.2 KM (5.70 MI) SW FROM AMERICAN FALLS.
 NU1828'4.3 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 86 FROM THE AMERICAN
 NU1828'FALLS-ROCKLAND EXIT TO A JOG IN THE NORTH RIGHT-OF-WAY FENCE, 40 FEET
 NU1828'WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF THE RIGHT OF WAY FENCE.
 NU1828'THE MARK IS 13.7 METERS  W FROM  A WITNESS POST
 NU1828'THE MARK IS 3.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0771 ***********************************************************************
 NU0771  DESIGNATION -  IDA 15 W 14 RM 1
 NU0771  PID         -  NU0771
 NU0771  STATE/COUNTY-  ID/POWER
 NU0771  USGS QUAD   -  NEELEY (1971)
 NU0771
 NU0771                         *CURRENT SURVEY CONTROL
 NU0771  ___________________________________________________________________
 NU0771* NAD 83(1986)-  42 42 57.     (N)    112 55 32.     (W)     SCALED    
 NU0771* NAVD 88     -      1342.915  (meters)    4405.88   (feet)  ADJUSTED  
 NU0771  ___________________________________________________________________
 NU0771  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 NU0771  DYNAMIC HT  -        1342.137 (meters)    4403.33  (feet)  COMP
 NU0771  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 NU0771
 NU0771  VERT ORDER  -  SECOND    CLASS 0
 NU0771
 NU0771.The horizontal coordinates were scaled from a topographic map and have
 NU0771.an estimated accuracy of +/- 6 seconds.
 NU0771
 NU0771.The orthometric height was determined by differential leveling
 NU0771.and adjusted by the National Geodetic Survey in June 1991..
 NU0771
 NU0771.The geoid height was determined by GEOID03.
 NU0771
 NU0771.The dynamic height is computed by dividing the NAVD 88
 NU0771.geopotential number by the normal gravity value computed on the
 NU0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0771.degrees latitude (g = 980.6199 gals.).
 NU0771
 NU0771.The modeled gravity was interpolated from observed gravity values.
 NU0771
 NU0771;                    North         East    Units  Estimated Accuracy
 NU0771;SPC ID E     -   116,810.      137,840.      MT  (+/- 180 meters Scaled)
 NU0771
 NU0771                          SUPERSEDED SURVEY CONTROL
 NU0771
 NU0771  NGVD 29 (??/??/92) 1341.883  (m)         4402.49   (f) ADJ UNCH    2 0
 NU0771
 NU0771.Superseded values are not recommended for survey control.
 NU0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0771.See file dsdata.txt to determine how the superseded data were derived.
 NU0771
 NU0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN423310(NAD 83)
 NU0771_MARKER: DR = REFERENCE MARK DISK
 NU0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0771_STAMPING: IDA 15W-14 NO 1 1960
 NU0771_MARK LOGO: CGS   
 NU0771_PROJECTION: RECESSED 10 CENTIMETERS
 NU0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0771+STABILITY: SURFACE MOTION
 NU0771
 NU0771  HISTORY     - Date     Condition        Report By
 NU0771  HISTORY     - 1960     MONUMENTED       CGS
 NU0771  HISTORY     - 1983     GOOD             NGS
 NU0771  HISTORY     - 1983     GOOD             NGS
 NU0771
 NU0771                          STATION DESCRIPTION
 NU0771
 NU0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0771'5 MI SW FROM AMERICAN FALLS.
 NU0771'3.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0771'FROM THE AMERICAN FALLS-ROCKLAND OVERPASS, RIGHT AND NORTH 0.25 MILE
 NU0771'ON A GRAVEL ROAD TO SUMMIT OF RIDGE, 28 FEET WEST FROM THE CENTER LINE
 NU0771'OF THE ROAD, 3.5 FEET EAST FROM THE RIGHT OF WAY FENCE, 63.1 FEET
 NU0771'NORTH NORTHEAST FROM TRAVERSE STATION IDA 15W-14, SET IN A 12-INCH
 NU0771'SQUARE CONCRETE POST PROJECTING 3-INCHES.
 NU0771
 NU0771                          STATION RECOVERY (1983)
 NU0771
 NU0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0771'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0771'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0771'HIGHWAY 39 AT AMERICAN FALLS, THENCE 5.25 KM (3.2 MI) SOUTHWEST ALONG
 NU0771'OLD U.S. HIGHWAY 30, THENCE 0.18 KM (0.1 MI) SOUTH ALONG A DIRT ROAD,
 NU0771'AT THE SUMMIT OF A RIDGE, 8.5 METERS (28.5 FT) WEST OF THE CENTER OF
 NU0771'THE ROAD, 33.3 METERS (109.5 FT) NORTH OF RM 2, 19.2 METERS (63 FT)
 NU0771'NORTH OF THE STATION, 16.9 METERS (55.5 FT) NORTH OF A POWER POLE AND
 NU0771'1.0 METER (3.5 FT) EAST OF THE RIGHT OF WAY FENCE.
 NU0771'THE MARK IS 19.0 METERS  N FROM A WITNESS POST.
 NU0771'THE MARK IS 0.3 M BELOW THE ROAD.
 NU0771
 NU0771                          STATION RECOVERY (1983)
 NU0771
 NU0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0773 ***********************************************************************
 NU0773  DESIGNATION -  IDA 15 W 14 RM 2
 NU0773  PID         -  NU0773
 NU0773  STATE/COUNTY-  ID/POWER
 NU0773  USGS QUAD   -  NEELEY (1971)
 NU0773
 NU0773                         *CURRENT SURVEY CONTROL
 NU0773  ___________________________________________________________________
 NU0773* NAD 83(1986)-  42 42 16.     (N)    112 56 24.     (W)     SCALED    
 NU0773* NAVD 88     -      1343.484  (meters)    4407.75   (feet)  ADJUSTED  
 NU0773  ___________________________________________________________________
 NU0773  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 NU0773  DYNAMIC HT  -        1342.706 (meters)    4405.19  (feet)  COMP
 NU0773  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 NU0773
 NU0773  VERT ORDER  -  SECOND    CLASS 0
 NU0773
 NU0773.The horizontal coordinates were scaled from a topographic map and have
 NU0773.an estimated accuracy of +/- 6 seconds.
 NU0773
 NU0773.The orthometric height was determined by differential leveling
 NU0773.and adjusted by the National Geodetic Survey in June 1991..
 NU0773
 NU0773.The geoid height was determined by GEOID03.
 NU0773
 NU0773.The dynamic height is computed by dividing the NAVD 88
 NU0773.geopotential number by the normal gravity value computed on the
 NU0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0773.degrees latitude (g = 980.6199 gals.).
 NU0773
 NU0773.The modeled gravity was interpolated from observed gravity values.
 NU0773
 NU0773;                    North         East    Units  Estimated Accuracy
 NU0773;SPC ID E     -   115,560.      136,640.      MT  (+/- 180 meters Scaled)
 NU0773
 NU0773                          SUPERSEDED SURVEY CONTROL
 NU0773
 NU0773  NGVD 29 (??/??/92) 1342.452  (m)         4404.36   (f) ADJ UNCH    2 0
 NU0773
 NU0773.Superseded values are not recommended for survey control.
 NU0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0773.See file dsdata.txt to determine how the superseded data were derived.
 NU0773
 NU0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN411298(NAD 83)
 NU0773_MARKER: DR = REFERENCE MARK DISK
 NU0773_SETTING: 0 = UNSPECIFIED SETTING
 NU0773_STAMPING: IDA 15W-14 NO 2 1960
 NU0773_MARK LOGO: CGS   
 NU0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0773
 NU0773  HISTORY     - Date     Condition        Report By
 NU0773  HISTORY     - 1960     MONUMENTED       CGS
 NU0773  HISTORY     - 1983     GOOD             NGS
 NU0773
 NU0773                          STATION DESCRIPTION
 NU0773
 NU0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0773'5 MI SW FROM AMERICAN FALLS.
 NU0773'3.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0773'FROM THE AMERICAN FALLS-ROCKLAND OVERPASS, RIGHT AND NORTH 0.25 MILE
 NU0773'ON A GRAVEL ROAD TO SUMMIT OF RIDGE, 28.5 FEET WEST FROM THE CENTER OF
 NU0773'THE ROAD, 46.1 FEET SOUTH FROM TRAVERSE STATION IDA 15W-14, 3.5 FEET
 NU0773'EAST FROM THE RIGHT OF WAY FENCE.
 NU0773
 NU0773                          STATION RECOVERY (1983)
 NU0773
 NU0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0773'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0773'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0773'HIGHWAY 39 AT AMERICAN FALLS, THENCE 5.25 KM (3.2 MI) SOUTHWEST ALONG
 NU0773'OLD U.S. HIGHWAY 30, THENCE 0.18 KM (0.1 MI) SOUTH ALONG A DIRT ROAD,
 NU0773'AT THE SUMMIT OF A RIDGE, 8.5 METERS (28.5 FT) WEST OF THE CENTER OF
 NU0773'THE ROAD, 33.3 METERS (109.5 FT) SOUTH OF RM 1, 16.6 METERS (54.5 FT)
 NU0773'SOUTH OF A POWER POLE, 14.0 METERS (46 FT) SOUTH OF THE STATION AND
 NU0773'1.0 METERS (3.5 FT) EAST OF THE RIGHT OF WAY FENCE.
 NU0773'THE MARK IS 14.1 METERS  S FROM A WITNESS POST.
 NU0773'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0755 ***********************************************************************
 NU0755  DESIGNATION -  IDA 15 W 15
 NU0755  PID         -  NU0755
 NU0755  STATE/COUNTY-  ID/POWER
 NU0755  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0755
 NU0755                         *CURRENT SURVEY CONTROL
 NU0755  ___________________________________________________________________
 NU0755* NAD 83(1992)-  42 46 19.07006(N)    112 51 17.88823(W)     ADJUSTED  
 NU0755* NAVD 88     -      1368.644  (meters)    4490.29   (feet)  ADJUSTED  
 NU0755  ___________________________________________________________________
 NU0755  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 NU0755  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NU0755  DYNAMIC HT  -        1367.867 (meters)    4487.74  (feet)  COMP
 NU0755  MODELED GRAV-     980,004.8   (mgal)                       NAVD 88
 NU0755
 NU0755  HORZ ORDER  -  SECOND
 NU0755  VERT ORDER  -  SECOND    CLASS 0
 NU0755
 NU0755.The horizontal coordinates were established by classical geodetic methods
 NU0755.and adjusted by the National Geodetic Survey in July 1992..
 NU0755
 NU0755.The orthometric height was determined by differential leveling
 NU0755.and adjusted by the National Geodetic Survey in June 1991..
 NU0755
 NU0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0755
 NU0755.The geoid height was determined by GEOID03.
 NU0755
 NU0755.The dynamic height is computed by dividing the NAVD 88
 NU0755.geopotential number by the normal gravity value computed on the
 NU0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0755.degrees latitude (g = 980.6199 gals.).
 NU0755
 NU0755.The modeled gravity was interpolated from observed gravity values.
 NU0755
 NU0755;                    North         East     Units Scale Factor Converg.
 NU0755;SPC ID E     -   122,997.015   143,670.917   MT  0.99998639   -0 28 02.7
 NU0755;UTM  12      - 4,737,160.797   348,244.507   MT  0.99988333   -1 15 35.7
 NU0755
 NU0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0755!SPC ID E     -   0.99978751  x   0.99998639  =   0.99977390
 NU0755!UTM  12      -   0.99978751  x   0.99988333  =   0.99967086
 NU0755
 NU0755|---------------------------------------------------------------------|
 NU0755| PID    Reference Object                     Distance      Geod. Az  |
 NU0755|                                                           dddmmss.s |
 NU0755| NU0754 IDA 15 W 15 RM 1                     13.768 METERS 03731     |
 NU0755| NU0749 IDA 15 W 16 AZ MK                   APPROX. 0.7 KM 0412511.0 |
 NU0755| NU0760 IDA 15 W 15 AZ MK                   APPROX. 3.3 KM 2182050.3 |
 NU0755| NU0756 IDA 15 W 15 RM 2                     14.820 METERS 22151     |
 NU0755|---------------------------------------------------------------------|
 NU0755
 NU0755                          SUPERSEDED SURVEY CONTROL
 NU0755
 NU0755  NAD 83(1986)-  42 46 19.06536(N)    112 51 17.87793(W) AD(       ) 2
 NU0755  NAD 27      -  42 46 19.38470(N)    112 51 14.89960(W) AD(       ) 2
 NU0755  NGVD 29 (??/??/92) 1367.621  (m)         4486.94   (f) ADJ UNCH    2 0
 NU0755
 NU0755.Superseded values are not recommended for survey control.
 NU0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0755.See file dsdata.txt to determine how the superseded data were derived.
 NU0755
 NU0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4824537161(NAD 83)
 NU0755_MARKER: DE = TRAVERSE STATION DISK
 NU0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0755_STAMPING: IDA 15W-15 1960
 NU0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0755+STABILITY: SURFACE MOTION
 NU0755
 NU0755  HISTORY     - Date     Condition        Report By
 NU0755  HISTORY     - 1960     MONUMENTED       CGS
 NU0755  HISTORY     - 1960     GOOD             CGS
 NU0755  HISTORY     - 1971     GOOD             NGS
 NU0755
 NU0755                          STATION DESCRIPTION
 NU0755
 NU0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0755'THE STATION IS LOCATED NEAR THE SOUTH CITY LIMITS OF AMERICAN
 NU0755'FALLS.
 NU0755'
 NU0755'TO REACH THE STATION FROM THE AMERICAN FALLS OVERPASS JUST
 NU0755'NORTHEAST OF AMERICAN FALLS, GO SOUTHWEST ON U.S. HIGHWAY
 NU0755'30N FOR 2.3 MILES TO A CUTBANK ON THE RIGHT AND THE STATION.
 NU0755'
 NU0755'THE STATION MARK IS A STANDARD DISK STAMPED IDA 15W-15 1960,
 NU0755'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 NU0755'2 INCHES ABOVE GROUND LEVEL.  MARK IS 3 FEET NORTHEAST OF A
 NU0755'WITNESS POST, AND 4 FEET SOUTH OF A FENCE.
 NU0755'
 NU0755'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED IDA 15W-15
 NU0755'NO 1 1960, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 NU0755'PROJECTS 2 INCHES ABOVE GROUND LEVEL.  MARK IS 1 FOOT
 NU0755'SOUTH OF A FENCE.
 NU0755'
 NU0755'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED IDA 15W-15
 NU0755'NO 2 1960, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 NU0755'WHICH PROJECTS 2 INCHES ABOVE GROUND LEVEL.  MARK IS 1 FOOT
 NU0755'SOUTH OF A FENCE.
 NU0755'
 NU0755'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHWEST
 NU0755'ON U.S. HIGHWAY 30N, FOR 2 MILES TO THE AMERICAN FALLS - ROCKLAND
 NU0755'OVERPASS AND THE AZIMUTH MARK.
 NU0755'
 NU0755'THE AZIMUTH MARK IS A STANDARD DISK STAMPED IDA 15W-15 1960,
 NU0755'CEMENTED IN A DRILL HOLE IN THE EAST ABUTMENT-GUARD RAIL OF
 NU0755'THE OVERPASS.
 NU0755
 NU0755                          STATION RECOVERY (1960)
 NU0755
 NU0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0755'1 MI SW FROM AMERICAN FALLS.
 NU0755'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0755'FROM THE AMERICAN FALLS OVERPASS TO A CUT BANK ON THE NORTHERLY SIDE
 NU0755'OF THE HIGHWAY, AND MARK IS ABOVE THE CUTBANK, 4 FEET SOUTH FROM THE
 NU0755'RIGHT OF WAY FENCE, 3 FEET NORTHEAST FROM A METAL WITNESS POST WITH
 NU0755'SIGN, SET IN A 12-INCH DIAMETER CYLINDRICAL CONCRETE POST PROJECTING
 NU0755'2-INCHES ABOVE GROUND.
 NU0755
 NU0755                          STATION RECOVERY (1971)
 NU0755
 NU0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NU0755'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 NU0755'GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED WHEN THE GUARD
 NU0755'RAIL WAS ALTERED.  THE AZIMUTH MARK FOR TRIANGULATION STATION
 NU0755'IDA 15W-16 1960 MAY BE USED FOR THE AZIMUTH MARK.  LANDMARKS
 NU0755'HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NU0755'
 NU0755'THE STATION IS 1 MILE SOUTH OF AMERICAN FALLS ON THE NORTHWEST
 NU0755'RIGHT-OF-WAY OF INTERSTATE 15W.
 NU0755'
 NU0755'TO REACH THE STATION FROM THE AMERICAN FALLS POST OFFICE GO
 NU0755'NORTHEAST ON U.S. HIGHWAY 30N, AND STATE HIGHWAY 39 FOR 1.5
 NU0755'MILES TO INTERSTATE 15W, TURN RIGHT, AND GO SOUTHWEST ON
 NU0755'INTERSTATE 15W FOR 1.5 MILES TO THE BRIDGE OVER SUNBEAM ROAD,
 NU0755'AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTHWEST ON THE
 NU0755'HIGHWAY FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 NU0755'
 NU0755'THE STATION MARK, STAMPED IDA 15W-15 1960, IS A STANDARD DISK
 NU0755'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 NU0755'INCHES, 0.1 MILE SOUTHWEST OF MILEPOST NO. 273, 250 FEET SOUTHWEST
 NU0755'OF WHERE THE POWER LINE CROSSES THE HIGHWAY, 95 FEET NORTHWEST
 NU0755'OF THE WESTBOUND LANE OF INTERSTATE 15W, 5 FEET SOUTH OF THE
 NU0755'RIGHT-OF-WAY FENCE, AND 4 FEET SOUTH OF A METAL WITNESS POST.
 NU0755'(NOTE 1A AND 7A)
 NU0755'
 NU0755'REFERENCE MARK NO. 1, STAMPED IDA 15W-15 NO 1 1960, IS A
 NU0755'STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NU0755'PROJECTS 2 INCHES, 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 NU0755'AND LEVEL WITH THE STATION.  (NOTE 11A)
 NU0755'
 NU0755'REFERENCE MARK NO. 2, STAMPED IDA 15W-15 NO 2 1960, IS A
 NU0755'STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NU0755'PROJECTS 1 INCH, 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 NU0755'LEVEL WITH THE STATION.  (NOTE 11A)
 NU0755'
 NU0755'THE AZIMUTH MARK, STAMPED IDA 15W-16 1960, IS A STANDARD DISK
 NU0755'CEMENTED IN A DRILL HOLE IN THE BANISTER OF THE BRIDGE, 14
 NU0755'FEET NORTH OF THE CENTER OF THE WESTBOUND LANE OF INTERSTATE
 NU0755'15W, 11 FEET WEST OF THE EAST END OF THE GUARD RAIL, AND 1 FOOT
 NU0755'WEST OF THE EAST END OF THE BANISTER.
 NU0755'
 NU0755'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH
 NU0755'OF AMERICAN FALLS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0760 ***********************************************************************
 NU0760  DESIGNATION -  IDA 15 W 15 AZ MK
 NU0760  PID         -  NU0760
 NU0760  STATE/COUNTY-  ID/POWER
 NU0760  USGS QUAD   -  NEELEY (1971)
 NU0760
 NU0760                         *CURRENT SURVEY CONTROL
 NU0760  ___________________________________________________________________
 NU0760* NAD 83(1992)-  42 44 56.33457(N)    112 52 46.68584(W)     ADJUSTED  
 NU0760* NAVD 88     -      1354.089  (meters)    4442.54   (feet)  ADJUSTED  
 NU0760  ___________________________________________________________________
 NU0760  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 NU0760  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 NU0760  DYNAMIC HT  -        1353.314 (meters)    4440.00  (feet)  COMP
 NU0760  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 NU0760
 NU0760  HORZ ORDER  -  THIRD
 NU0760  VERT ORDER  -  SECOND    CLASS 0
 NU0760
 NU0760.The horizontal coordinates were established by classical geodetic methods
 NU0760.and adjusted by the National Geodetic Survey in July 1992..
 NU0760
 NU0760.The orthometric height was determined by differential leveling
 NU0760.and adjusted by the National Geodetic Survey in June 1991..
 NU0760
 NU0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0760
 NU0760.The geoid height was determined by GEOID03.
 NU0760
 NU0760.The dynamic height is computed by dividing the NAVD 88
 NU0760.geopotential number by the normal gravity value computed on the
 NU0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0760.degrees latitude (g = 980.6199 gals.).
 NU0760
 NU0760.The modeled gravity was interpolated from observed gravity values.
 NU0760
 NU0760;                    North         East     Units Scale Factor Converg.
 NU0760;SPC ID E     -   120,460.862   141,630.730   MT  0.99998927   -0 29 02.3
 NU0760;UTM  12      - 4,734,653.351   346,169.654   MT  0.99989113   -1 16 34.0
 NU0760
 NU0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0760!SPC ID E     -   0.99978980  x   0.99998927  =   0.99977907
 NU0760!UTM  12      -   0.99978980  x   0.99989113  =   0.99968095
 NU0760
 NU0760                          SUPERSEDED SURVEY CONTROL
 NU0760
 NU0760  NAD 83(1986)-  42 44 56.33001(N)    112 52 46.67601(W) AD(       ) 3
 NU0760  NAD 27      -  42 44 56.64800(N)    112 52 43.69800(W) AD(       ) 3
 NU0760  NGVD 29 (??/??/92) 1353.059  (m)         4439.16   (f) ADJ UNCH    2 0
 NU0760
 NU0760.Superseded values are not recommended for survey control.
 NU0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0760.See file dsdata.txt to determine how the superseded data were derived.
 NU0760
 NU0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4617034653(NAD 83)
 NU0760_MARKER: DR = REFERENCE MARK DISK
 NU0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0760_SP_SET: BANISTER
 NU0760_STAMPING: IDA 15W-15 1960
 NU0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0760
 NU0760  HISTORY     - Date     Condition        Report By
 NU0760  HISTORY     - 1960     MONUMENTED       CGS
 NU0760  HISTORY     - 1960     GOOD             CGS
 NU0760  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0760
 NU0760                          STATION DESCRIPTION
 NU0760
 NU0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0760'TO REACH FROM THE AMERICAN FALLS OVERPASS ON U.S. HIGHWAY 30N
 NU0760'(INTERSTATE HIGHWAY 15W), GO SOUTHWEST ON THE HIGHWAY 4.3
 NU0760'MILES TO THE AMERICAN FALLS - ROCKLAND OVERPASS.
 NU0760'
 NU0760'THE AZIMUTH MARK, STAMPED IDA 15W-15 1960, IS A STANDARD DISK
 NU0760'CEMENTED IN A DRILL HOLE IN THE EAST GUARD RAIL OF THE OVERPASS.
 NU0760
 NU0760                          STATION RECOVERY (1960)
 NU0760
 NU0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0760'1 MI SW FROM AMERICAN FALLS.
 NU0760'4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) TO
 NU0760'THE ROCKLAND-AMERICAN FALLS OVERPASS, SET IN A DRILL HOLE IN THE
 NU0760'SOUTHEAST BANISTER AND GUARD RAIL OVER THE EAST BOUND TRAFFIC LANE,
 NU0760'15.1 FEET EAST FROM THE CENTER LINE OF THE ROCKLAND ROAD AND ABOUT 4
 NU0760'FEET HIGHER THAN THE ROADWAY.
 NU0760
 NU0760                          STATION RECOVERY (1983)
 NU0760
 NU0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0760'NOT RECOVERED.  NEW BRIDGE AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0754 ***********************************************************************
 NU0754  DESIGNATION -  IDA 15 W 15 RM 1
 NU0754  PID         -  NU0754
 NU0754  STATE/COUNTY-  ID/POWER
 NU0754  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0754
 NU0754                         *CURRENT SURVEY CONTROL
 NU0754  ___________________________________________________________________
 NU0754* NAD 83(1986)-  42 46 19.     (N)    112 51 17.     (W)     SCALED    
 NU0754* NAVD 88     -      1368.640  (meters)    4490.28   (feet)  ADJUSTED  
 NU0754  ___________________________________________________________________
 NU0754  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NU0754  DYNAMIC HT  -        1367.863 (meters)    4487.73  (feet)  COMP
 NU0754  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 NU0754
 NU0754  VERT ORDER  -  SECOND    CLASS 0
 NU0754
 NU0754.The horizontal coordinates were scaled from a topographic map and have
 NU0754.an estimated accuracy of +/- 6 seconds.
 NU0754
 NU0754.The orthometric height was determined by differential leveling
 NU0754.and adjusted by the National Geodetic Survey in June 1991..
 NU0754
 NU0754.The geoid height was determined by GEOID03.
 NU0754
 NU0754.The dynamic height is computed by dividing the NAVD 88
 NU0754.geopotential number by the normal gravity value computed on the
 NU0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0754.degrees latitude (g = 980.6199 gals.).
 NU0754
 NU0754.The modeled gravity was interpolated from observed gravity values.
 NU0754
 NU0754;                    North         East    Units  Estimated Accuracy
 NU0754;SPC ID E     -   123,000.      143,690.      MT  (+/- 180 meters Scaled)
 NU0754
 NU0754                          SUPERSEDED SURVEY CONTROL
 NU0754
 NU0754  NGVD 29 (??/??/92) 1367.617  (m)         4486.92   (f) ADJ UNCH    2 0
 NU0754
 NU0754.Superseded values are not recommended for survey control.
 NU0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0754.See file dsdata.txt to determine how the superseded data were derived.
 NU0754
 NU0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN482371(NAD 83)
 NU0754_MARKER: DR = REFERENCE MARK DISK
 NU0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0754_STAMPING: IDA 15W-15 RM 1
 NU0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0754+STABILITY: SURFACE MOTION
 NU0754
 NU0754  HISTORY     - Date     Condition        Report By
 NU0754  HISTORY     - 1960     MONUMENTED       CGS
 NU0754  HISTORY     - 1960     GOOD             NGS
 NU0754
 NU0754                          STATION DESCRIPTION
 NU0754
 NU0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0754'1 MI SW FROM AMERICAN FALLS.
 NU0754'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0754'FROM THE AMERICAN FALLS OVERPASS TO A CUT BANK ON THE NORTHERLY SIDE
 NU0754'OF THE HIGHWAY AND THE MARK IS ABOVE THE CUTBANK, 45.2 FEET NORTHEAST
 NU0754'FROM TRAVERSE STATION IDA 15W-15 AND 1-FOOT SOUTH OF THE RIGHT OF WAY
 NU0754'FENCE, SET IN 12-INCH DIAMETER CYLINDRICAL CONCRETE POST PROJECTING
 NU0754'2-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0756 ***********************************************************************
 NU0756  DESIGNATION -  IDA 15 W 15 RM 2
 NU0756  PID         -  NU0756
 NU0756  STATE/COUNTY-  ID/POWER
 NU0756  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0756
 NU0756                         *CURRENT SURVEY CONTROL
 NU0756  ___________________________________________________________________
 NU0756* NAD 83(1986)-  42 46 18.     (N)    112 51 18.     (W)     SCALED    
 NU0756* NAVD 88     -      1368.563  (meters)    4490.03   (feet)  ADJUSTED  
 NU0756  ___________________________________________________________________
 NU0756  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NU0756  DYNAMIC HT  -        1367.786 (meters)    4487.48  (feet)  COMP
 NU0756  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 NU0756
 NU0756  VERT ORDER  -  SECOND    CLASS 0
 NU0756
 NU0756.The horizontal coordinates were scaled from a topographic map and have
 NU0756.an estimated accuracy of +/- 6 seconds.
 NU0756
 NU0756.The orthometric height was determined by differential leveling
 NU0756.and adjusted by the National Geodetic Survey in June 1991..
 NU0756
 NU0756.The geoid height was determined by GEOID03.
 NU0756
 NU0756.The dynamic height is computed by dividing the NAVD 88
 NU0756.geopotential number by the normal gravity value computed on the
 NU0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0756.degrees latitude (g = 980.6199 gals.).
 NU0756
 NU0756.The modeled gravity was interpolated from observed gravity values.
 NU0756
 NU0756;                    North         East    Units  Estimated Accuracy
 NU0756;SPC ID E     -   122,960.      143,670.      MT  (+/- 180 meters Scaled)
 NU0756
 NU0756                          SUPERSEDED SURVEY CONTROL
 NU0756
 NU0756  NGVD 29 (??/??/92) 1367.540  (m)         4486.67   (f) ADJ UNCH    2 0
 NU0756
 NU0756.Superseded values are not recommended for survey control.
 NU0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0756.See file dsdata.txt to determine how the superseded data were derived.
 NU0756
 NU0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN482371(NAD 83)
 NU0756_MARKER: DR = REFERENCE MARK DISK
 NU0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0756+STABILITY: SURFACE MOTION
 NU0756
 NU0756  HISTORY     - Date     Condition        Report By
 NU0756  HISTORY     - 1960     MONUMENTED       CGS
 NU0756  HISTORY     - 1960     GOOD             NGS
 NU0756
 NU0756                          STATION DESCRIPTION
 NU0756
 NU0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0756'1 MI SW FROM AMERICAN FALLS.
 NU0756'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0756'FROM THE AMERICAN FALLS OVERPASS TO A CUT BANK ON THE NORTHERLY SIDE
 NU0756'OF THE HIGHWAY AND THE MARK IS ABOVE THE CUT BANK, 48.7 FEET SOUTHWEST
 NU0756'OF TRAVERSE STATION IDA 15W-15 1-FOOT SOUTH OF THE RIGHT OF WAY FENCE,
 NU0756'SET IN A 12-INCH DIAMETER CYLINDRICAL CONCRETE POST PROJECTING
 NU0756'2-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0747 ***********************************************************************
 NU0747  DESIGNATION -  IDA 15 W 16
 NU0747  PID         -  NU0747
 NU0747  STATE/COUNTY-  ID/POWER
 NU0747  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0747
 NU0747                         *CURRENT SURVEY CONTROL
 NU0747  ___________________________________________________________________
 NU0747* NAD 83(1992)-  42 47 06.84669(N)    112 50 15.63611(W)     ADJUSTED  
 NU0747* NAVD 88     -      1390.547  (meters)    4562.15   (feet)  ADJUSTED  
 NU0747  ___________________________________________________________________
 NU0747  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 NU0747  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 NU0747  DYNAMIC HT  -        1389.763 (meters)    4559.58  (feet)  COMP
 NU0747  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 NU0747
 NU0747  HORZ ORDER  -  SECOND
 NU0747  VERT ORDER  -  SECOND    CLASS 0
 NU0747
 NU0747.The horizontal coordinates were established by classical geodetic methods
 NU0747.and adjusted by the National Geodetic Survey in July 1992..
 NU0747
 NU0747.The orthometric height was determined by differential leveling
 NU0747.and adjusted by the National Geodetic Survey in June 1991..
 NU0747
 NU0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0747
 NU0747.The geoid height was determined by GEOID03.
 NU0747
 NU0747.The dynamic height is computed by dividing the NAVD 88
 NU0747.geopotential number by the normal gravity value computed on the
 NU0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0747.degrees latitude (g = 980.6199 gals.).
 NU0747
 NU0747.The modeled gravity was interpolated from observed gravity values.
 NU0747
 NU0747;                    North         East     Units Scale Factor Converg.
 NU0747;SPC ID E     -   124,459.831   145,097.807   MT  0.99998444   -0 27 20.9
 NU0747;UTM  12      - 4,738,603.584   349,691.344   MT  0.99987795   -1 14 54.5
 NU0747
 NU0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0747!SPC ID E     -   0.99978407  x   0.99998444  =   0.99976852
 NU0747!UTM  12      -   0.99978407  x   0.99987795  =   0.99966205
 NU0747
 NU0747|---------------------------------------------------------------------|
 NU0747| PID    Reference Object                     Distance      Geod. Az  |
 NU0747|                                                           dddmmss.s |
 NU0747| NU0748 IDA 15 W 16 RM 1                     13.228 METERS 00843     |
 NU0747| NU0746 IDA 15 W 16 RM 2                      6.042 METERS 20156     |
 NU0747| NU0749 IDA 15 W 16 AZ MK                   APPROX. 1.3 KM 2251210.1 |
 NU0747|---------------------------------------------------------------------|
 NU0747
 NU0747                          SUPERSEDED SURVEY CONTROL
 NU0747
 NU0747  NAD 83(1986)-  42 47 06.84196(N)    112 50 15.62546(W) AD(       ) 2
 NU0747  NAD 27      -  42 47 07.16150(N)    112 50 12.64780(W) AD(       ) 2
 NU0747  NGVD 29 (??/??/92) 1389.531  (m)         4558.82   (f) ADJ UNCH    2 0
 NU0747
 NU0747.Superseded values are not recommended for survey control.
 NU0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0747.See file dsdata.txt to determine how the superseded data were derived.
 NU0747
 NU0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4969138604(NAD 83)
 NU0747_MARKER: DE = TRAVERSE STATION DISK
 NU0747_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NU0747_SP_SET: UNSPEC ROCK
 NU0747_STAMPING: IDA 15W-16 1960
 NU0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0747
 NU0747  HISTORY     - Date     Condition        Report By
 NU0747  HISTORY     - 1960     MONUMENTED       CGS
 NU0747  HISTORY     - 1960     GOOD             CGS
 NU0747  HISTORY     - 1971     GOOD             NGS
 NU0747  HISTORY     - 1975     GOOD             NGS
 NU0747  HISTORY     - 1975     GOOD             NGS
 NU0747
 NU0747                          STATION DESCRIPTION
 NU0747
 NU0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0747'THE STATION IS LOCATED ON A SAGE AND ROCK COVERED HILL ABOUT
 NU0747'3/4 MILE SOUTHWEST OF THE AMERICAN FALLS - ABERDEEN OVERPASS,
 NU0747'1 MILE EAST-NORTHEAST OF AMERICAN FALLS.
 NU0747'
 NU0747'TO REACH THE STATION FROM THE AMERICAN FALLS - ABERDEEN OVERPASS,
 NU0747'FOLOW A CANAL ROAD SOUTHWEST, PASSING TO THE REAR OF A SERVICE
 NU0747'STATION AND CAFE, FOR 0.75 MILE TO A DIM TRACK ROAD ON THE
 NU0747'LEFT, JUST BEFORE REACHING A CUT BANK ON THE STATION HILL.  TURN
 NU0747'LEFT AND FOLLOW A DIM TRACK ROAD LEFT AND THEN RIGHT UP A
 NU0747'GRADUAL SLOPE TO THE TOP OF THE HILL AND THE STATION.
 NU0747'
 NU0747'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED IDA
 NU0747'15W-16 1960, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 NU0747'MARK IS 7-1/2 FEET NORTHWEST OF A WITNESS POST.
 NU0747'
 NU0747'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED IDA 15W-16
 NU0747'NO 1 1960, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 NU0747'
 NU0747'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED IDA 15W-16
 NU0747'NO 2 1960, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 NU0747'
 NU0747'TO REACH THE AZIMUTH MARK FROM THE AMERICAN FALLS - ABERDEEN
 NU0747'OVERPASS, GO SOUTHWEST ON U.S. HIGHWAY 30N FOR 1.8 MILE TO A
 NU0747'BRIDGE AND THE AZIMUTH MARK.  (SUNBEAM ROAD UNDERPASS)
 NU0747'
 NU0747'THE AZIMUTH MARK IS A STANDARD DISK STAMPED IDA 15W 16 1960,
 NU0747'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE NORTH
 NU0747'BANISTER AND GUARD RAIL OF THE BRIDGE.
 NU0747'
 NU0747'B.M. S 97 IS A STANDARD BENCH MARK DISK SET IN CEMENT IN A
 NU0747'DRILL HOLE IN THE SOUTHEAST CORNER OF THE AMERICAN FALLS - ABERDEEN
 NU0747'OVERPASS, OVER THE EAST BOUND TRAFFIC LANE.
 NU0747
 NU0747                          STATION RECOVERY (1960)
 NU0747
 NU0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0747'1 MI E FROM AMERICAN FALLS.
 NU0747'THREE-QUARTERS (3/4) MILE SOUTHWEST FROM THE AMERICAN FALLS OVERPASS
 NU0747'ON U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W), ON A ROCK AND SAGE BRUSH
 NU0747'COVERED KNOLL ON THE SOUTHEAST SIDE OF THE HIGHWAY, SET IN A DRILL
 NU0747'HOLE OF OUTCROPPING BEDROCK, 7 1/2 FEET NORTHWEST FROM A METAL WITNESS
 NU0747'POST WITH SIGN.
 NU0747
 NU0747                          STATION RECOVERY (1971)
 NU0747
 NU0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NU0747'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK
 NU0747'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  A DIFFERENCE
 NU0747'WAS FOUND IN THE HORIZONTAL ANGLE TO REFERENCE MARK NO. 2.
 NU0747'THE ANGLE TO B.M. S 97 WAS NOT VERIFIED.  A NEW BOX SCORE FOLLOWS.
 NU0747'
 NU0747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 NU0747'EAST OF AMERICAN FALLS
 NU0747
 NU0747                          STATION RECOVERY (1975)
 NU0747
 NU0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NU0747'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 NU0747'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE TO REACH
 NU0747'IS ADEQUATE FOR RECOVERY.  THE ANGLE TO BENCH MARK S 97 WAS NOT
 NU0747'VERIFIED.
 NU0747'
 NU0747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 NU0747'EAST-NORTHEAST OF AMERICAN FALLS
 NU0747
 NU0747                          STATION RECOVERY (1975)
 NU0747
 NU0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NU0747'REACHED FROM THE AMERICAN FALLS POST OFFICE GO EAST FOR 0.1 MILE TO
 NU0747'BUSINESS LOOP 15W, TURN LEFT, AND GO NORTHEAST ON BUSINESS LOOP 15W
 NU0747'FOR 1.7 MILES, JUST AFTER CROSSING OVER THE OVERPASS OVER THE
 NU0747'FREEWAY, TURN RIGHT, PASS BEHIND THE HILLVIEW MOTEL, AND GO SOUTHWEST
 NU0747'ON A DIRT ROAD, PARALLELING THE FREEWAY FOR 0.8 MILE TO A TRACK ROAD
 NU0747'LEFT, TURN LEFT, AND GO SOUTH, AND WEST FOR 0.1 MILE TO THE SUMMIT OF
 NU0747'THE KNOLL, AND THE MARK, 43.40 FEET SOUTH OF REFERENCE MARK NO. 1,
 NU0747'AND 4 FEET SOUTHEAST OF A METAL WITNESS POST, CEMENTED IN A DRILL
 NU0747'HOLE IN BEDROCK THAT PROJECTS 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0749 ***********************************************************************
 NU0749  DESIGNATION -  IDA 15 W 16 AZ MK
 NU0749  PID         -  NU0749
 NU0749  STATE/COUNTY-  ID/POWER
 NU0749  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0749
 NU0749                         *CURRENT SURVEY CONTROL
 NU0749  ___________________________________________________________________
 NU0749* NAD 83(1992)-  42 46 37.13158(N)    112 50 56.25715(W)     ADJUSTED  
 NU0749* NAVD 88     -      1369.540  (meters)    4493.23   (feet)  ADJUSTED  
 NU0749  ___________________________________________________________________
 NU0749  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 NU0749  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 NU0749  DYNAMIC HT  -        1368.764 (meters)    4490.69  (feet)  COMP
 NU0749  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 NU0749
 NU0749  HORZ ORDER  -  THIRD
 NU0749  VERT ORDER  -  SECOND    CLASS 0
 NU0749
 NU0749.The horizontal coordinates were established by classical geodetic methods
 NU0749.and adjusted by the National Geodetic Survey in July 1992..
 NU0749
 NU0749.The orthometric height was determined by differential leveling
 NU0749.and adjusted by the National Geodetic Survey in June 1991..
 NU0749
 NU0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0749
 NU0749.The geoid height was determined by GEOID03.
 NU0749
 NU0749.The dynamic height is computed by dividing the NAVD 88
 NU0749.geopotential number by the normal gravity value computed on the
 NU0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0749.degrees latitude (g = 980.6199 gals.).
 NU0749
 NU0749.The modeled gravity was interpolated from observed gravity values.
 NU0749
 NU0749;                    North         East     Units Scale Factor Converg.
 NU0749;SPC ID E     -   123,550.334   144,167.159   MT  0.99998571   -0 27 48.2
 NU0749;UTM  12      - 4,737,707.143   348,748.303   MT  0.99988145   -1 15 21.4
 NU0749
 NU0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0749!SPC ID E     -   0.99978737  x   0.99998571  =   0.99977308
 NU0749!UTM  12      -   0.99978737  x   0.99988145  =   0.99966884
 NU0749
 NU0749                          SUPERSEDED SURVEY CONTROL
 NU0749
 NU0749  NAD 83(1986)-  42 46 37.12693(N)    112 50 56.24666(W) AD(       ) 3
 NU0749  NAD 27      -  42 46 37.44300(N)    112 50 53.27200(W) AD(       ) 3
 NU0749  NGVD 29 (??/??/92) 1368.520  (m)         4489.89   (f) ADJ UNCH    2 0
 NU0749
 NU0749.Superseded values are not recommended for survey control.
 NU0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0749.See file dsdata.txt to determine how the superseded data were derived.
 NU0749
 NU0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN4874837707(NAD 83)
 NU0749_MARKER: DZ = AZIMUTH MARK DISK
 NU0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0749_SP_SET: UNDERPASS
 NU0749_STAMPING: IDA 16-W 1960
 NU0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0749
 NU0749  HISTORY     - Date     Condition        Report By
 NU0749  HISTORY     - 1960     MONUMENTED       CGS
 NU0749  HISTORY     - 1960     GOOD             CGS
 NU0749
 NU0749                          STATION DESCRIPTION
 NU0749
 NU0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0749'TO REACH FROM THE AMERICAN FALLS OVERPASS ON U.S. HIGHWAY 30N
 NU0749'(INTERSTATE HIGHWAY 15W), GO SOUTHWEST ON THE HIGHWAY 1.8 MILES
 NU0749'TO THE SUNBEAM ROAD UNDERPASS AND THE MARK.
 NU0749'
 NU0749'THE AZIMUTH MARK, STAMPED IDA 15W-16 1960, IS A STANDARD
 NU0749'DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 NU0749'NORTH GUARD RAIL OF THE UNDERPASS.
 NU0749
 NU0749                          STATION RECOVERY (1960)
 NU0749
 NU0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0749'IN AMERICAN FALLS.
 NU0749'AT THE SUNBEAM ROAD UNDERPASS ON U.S. HIGHWAY 30N (INTERSTATE HIGHWAY
 NU0749'15W), JUST SOUTH OF THE CITY LIMITS OF AMERICAN FALLS, CEMENTED IN A
 NU0749'DRILL HOLE IN THE NORTHEAST CORNER OF THE NORTH BANISTER AND GUARD
 NU0749'RAIL OF THE UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0748 ***********************************************************************
 NU0748  DESIGNATION -  IDA 15 W 16 RM 1
 NU0748  PID         -  NU0748
 NU0748  STATE/COUNTY-  ID/POWER
 NU0748  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0748
 NU0748                         *CURRENT SURVEY CONTROL
 NU0748  ___________________________________________________________________
 NU0748* NAD 83(1986)-  42 47 06.     (N)    112 50 16.     (W)     SCALED    
 NU0748* NAVD 88     -      1390.856  (meters)    4563.17   (feet)  ADJUSTED  
 NU0748  ___________________________________________________________________
 NU0748  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 NU0748  DYNAMIC HT  -        1390.072 (meters)    4560.59  (feet)  COMP
 NU0748  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 NU0748
 NU0748  VERT ORDER  -  SECOND    CLASS 0
 NU0748
 NU0748.The horizontal coordinates were scaled from a topographic map and have
 NU0748.an estimated accuracy of +/- 6 seconds.
 NU0748
 NU0748.The orthometric height was determined by differential leveling
 NU0748.and adjusted by the National Geodetic Survey in June 1991..
 NU0748
 NU0748.The geoid height was determined by GEOID03.
 NU0748
 NU0748.The dynamic height is computed by dividing the NAVD 88
 NU0748.geopotential number by the normal gravity value computed on the
 NU0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0748.degrees latitude (g = 980.6199 gals.).
 NU0748
 NU0748.The modeled gravity was interpolated from observed gravity values.
 NU0748
 NU0748;                    North         East    Units  Estimated Accuracy
 NU0748;SPC ID E     -   124,430.      145,090.      MT  (+/- 180 meters Scaled)
 NU0748
 NU0748                          SUPERSEDED SURVEY CONTROL
 NU0748
 NU0748  NGVD 29 (??/??/92) 1389.840  (m)         4559.83   (f) ADJ UNCH    2 0
 NU0748
 NU0748.Superseded values are not recommended for survey control.
 NU0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0748.See file dsdata.txt to determine how the superseded data were derived.
 NU0748
 NU0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN496385(NAD 83)
 NU0748_MARKER: DR = REFERENCE MARK DISK
 NU0748_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NU0748_SP_SET: UNSPEC ROCK
 NU0748_STAMPING: IDA 15W-16 NO 1 1960
 NU0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0748
 NU0748  HISTORY     - Date     Condition        Report By
 NU0748  HISTORY     - 1960     MONUMENTED       CGS
 NU0748  HISTORY     - 1975     GOOD             NGS
 NU0748
 NU0748                          STATION DESCRIPTION
 NU0748
 NU0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0748'1 MI E FROM AMERICAN FALLS.
 NU0748'0.75 MILE SOUTHWEST FROM THE AMERICAN FALLS OVERPASS ON U.S. HIGHWAY
 NU0748'30N (INTERSTATE HIGHWAY 15W), ON A ROCK AND SAGE BRUSH VOVERED KNOLL
 NU0748'ON THE SOUTHEAST SIDE OF THE HIGHWAY, 43.4 FEET NORTH FROM TRAVERSE
 NU0748'STATION IDA 15W-16.
 NU0748
 NU0748                          STATION RECOVERY (1975)
 NU0748
 NU0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NU0748'REACHED FROM THE AMERICAN FALLS POST OFFICE GO EAST FOR 0.1 MILE TO
 NU0748'BUSINESS LOOP 15W, TURN LEFT, AND GO NORTHEAST ON BUSINESS LOOP 15W
 NU0748'FOR 1.7 MILES, JUST AFTER CROSSING THE FREEWAY, TURN RIGHT, PASS
 NU0748'BEHIND THE HILLVIEW MOTEL, AND GO SOUTHWEST ON A DIRT ROAD,
 NU0748'PARALLELING THE FREEWAY FOR 0.8 MILE TO A TRACK ROAD LEFT, TURN LEFT,
 NU0748'AND GO SOUTH, AND WEST FOR 0.1 MILE TO THE SUMMIT OF THE KNOLL, AND
 NU0748'THE MARK, 43.40 FEET NORTH OF TRIANGULATION STATION IDA 15W-16 1960,
 NU0748'A REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 NU0748'PROJECTS 18-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0746 ***********************************************************************
 NU0746  DESIGNATION -  IDA 15 W 16 RM 2
 NU0746  PID         -  NU0746
 NU0746  STATE/COUNTY-  ID/POWER
 NU0746  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0746
 NU0746                         *CURRENT SURVEY CONTROL
 NU0746  ___________________________________________________________________
 NU0746* NAD 83(1986)-  42 47 06.     (N)    112 50 15.     (W)     SCALED    
 NU0746* NAVD 88     -      1390.866  (meters)    4563.20   (feet)  ADJUSTED  
 NU0746  ___________________________________________________________________
 NU0746  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 NU0746  DYNAMIC HT  -        1390.082 (meters)    4560.63  (feet)  COMP
 NU0746  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 NU0746
 NU0746  VERT ORDER  -  SECOND    CLASS 0
 NU0746
 NU0746.The horizontal coordinates were scaled from a topographic map and have
 NU0746.an estimated accuracy of +/- 6 seconds.
 NU0746
 NU0746.The orthometric height was determined by differential leveling
 NU0746.and adjusted by the National Geodetic Survey in June 1991..
 NU0746
 NU0746.The geoid height was determined by GEOID03.
 NU0746
 NU0746.The dynamic height is computed by dividing the NAVD 88
 NU0746.geopotential number by the normal gravity value computed on the
 NU0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0746.degrees latitude (g = 980.6199 gals.).
 NU0746
 NU0746.The modeled gravity was interpolated from observed gravity values.
 NU0746
 NU0746;                    North         East    Units  Estimated Accuracy
 NU0746;SPC ID E     -   124,430.      145,110.      MT  (+/- 180 meters Scaled)
 NU0746
 NU0746                          SUPERSEDED SURVEY CONTROL
 NU0746
 NU0746  NGVD 29 (??/??/92) 1389.850  (m)         4559.87   (f) ADJ UNCH    2 0
 NU0746
 NU0746.Superseded values are not recommended for survey control.
 NU0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0746.See file dsdata.txt to determine how the superseded data were derived.
 NU0746
 NU0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN497385(NAD 83)
 NU0746_MARKER: DR = REFERENCE MARK DISK
 NU0746_SETTING: 66 = SET IN ROCK OUTCROP
 NU0746_SP_SET: BEDROCK
 NU0746_STAMPING: IDA 15W-16 NO 2 1960
 NU0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0746+STABILITY: POSITION/ELEVATION WELL
 NU0746
 NU0746  HISTORY     - Date     Condition        Report By
 NU0746  HISTORY     - 1960     MONUMENTED       CGS
 NU0746  HISTORY     - 1975     GOOD             NGS
 NU0746
 NU0746                          STATION DESCRIPTION
 NU0746
 NU0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0746'1 MI E FROM AMERICAN FALLS.
 NU0746'0.75 MILES SOUTHWEST FROM THE AMERICAN FALLS OVERPASS ON U.S. HIGHWAY
 NU0746'(INTERSTATE HIGHWAY 15W), ON A ROCK AND SAGE BRUSH COVERED KNOLL ON
 NU0746'THE SOUTHEAST SIDE OF THE HIGHWAY, 19.8 FEET SSW FROM TRAVERSE STATION
 NU0746'IDA 15W-16, SET IN A DRILL HOLE OF OUTCROPPING BEDROCK.
 NU0746
 NU0746                          STATION RECOVERY (1975)
 NU0746
 NU0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NU0746'REACHED FROM THE AMERICAN FALLS POST OFFICE GO EAST FOR 0.1 MILE TO
 NU0746'BUSINESS LOOP 15W, TURN LEFT, AND GO NORTHEAST ON BUSINESS LOOP 15W
 NU0746'FOR 1.7 MILES, JUST AFTER PASSING OVER THE OVERPASS OVER THE FREEWAY,
 NU0746'TURN RIGHT, PASS BEHIND THE HILLVIEW MOTEL, AND GO SOUTHWEST ON A
 NU0746'DIRT ROAD, PARALLELING THE FREEWAY FOR 0.8 MILE TO A TRACK ROAD LEFT,
 NU0746'TURN LEFT, AND GO SOUTH, AND WEST FOR 0.1 MILE TO THE SUMMIT OF THE
 NU0746'KNOLL, AND THE MARK, 19.82 FEET SOUTH-SOUTHWEST OF TRIANGULATION
 NU0746'STATION IDA 15W-16 1960, A REFERENCE MARK DISK CEMENTED IN A DRILL
 NU0746'HOLE IN BEDROCK THAT PROJECTS 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0736 ***********************************************************************
 NU0736  DESIGNATION -  IDA 15 W 17
 NU0736  PID         -  NU0736
 NU0736  STATE/COUNTY-  ID/POWER
 NU0736  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0736
 NU0736                         *CURRENT SURVEY CONTROL
 NU0736  ___________________________________________________________________
 NU0736* NAD 83(1992)-  42 48 37.87403(N)    112 47 55.99934(W)     ADJUSTED  
 NU0736* NAVD 88     -      1351.803  (meters)    4435.04   (feet)  ADJUSTED  
 NU0736  ___________________________________________________________________
 NU0736  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 NU0736  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 NU0736  DYNAMIC HT  -        1351.034 (meters)    4432.52  (feet)  COMP
 NU0736  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 NU0736
 NU0736  HORZ ORDER  -  SECOND
 NU0736  VERT ORDER  -  FIRST     CLASS II
 NU0736
 NU0736.The horizontal coordinates were established by classical geodetic methods
 NU0736.and adjusted by the National Geodetic Survey in July 1992..
 NU0736
 NU0736.The orthometric height was determined by differential leveling
 NU0736.and adjusted by the National Geodetic Survey in June 1991..
 NU0736
 NU0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0736
 NU0736.The geoid height was determined by GEOID03.
 NU0736
 NU0736.The dynamic height is computed by dividing the NAVD 88
 NU0736.geopotential number by the normal gravity value computed on the
 NU0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0736.degrees latitude (g = 980.6199 gals.).
 NU0736
 NU0736.The modeled gravity was interpolated from observed gravity values.
 NU0736
 NU0736;                    North         East     Units Scale Factor Converg.
 NU0736;SPC ID E     -   127,244.101   148,292.518   MT  0.99998025   -0 25 46.7
 NU0736;UTM  12      - 4,741,343.078   352,923.920   MT  0.99986613   -1 13 21.7
 NU0736
 NU0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0736!SPC ID E     -   0.99979014  x   0.99998025  =   0.99977040
 NU0736!UTM  12      -   0.99979014  x   0.99986613  =   0.99965630
 NU0736
 NU0736|---------------------------------------------------------------------|
 NU0736| PID    Reference Object                     Distance      Geod. Az  |
 NU0736|                                                           dddmmss.s |
 NU0736| NU0735 IDA 15 W 17 RM 1                     14.276 METERS 05132     |
 NU0736| NU0737 IDA 15 W 17 RM 2                     15.021 METERS 22817     |
 NU0736| NU0738 IDA 15 W 17 AZ MK                   APPROX. 1.2 KM 2315149.0 |
 NU0736|---------------------------------------------------------------------|
 NU0736
 NU0736                          SUPERSEDED SURVEY CONTROL
 NU0736
 NU0736  NAD 83(1986)-  42 48 37.86922(N)    112 47 55.98797(W) AD(       ) 2
 NU0736  NAD 27      -  42 48 38.18820(N)    112 47 53.01360(W) AD(       ) 2
 NU0736  NGVD 29 (??/??/92) 1350.773  (m)         4431.66   (f) ADJ UNCH    1 2
 NU0736
 NU0736.Superseded values are not recommended for survey control.
 NU0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0736.See file dsdata.txt to determine how the superseded data were derived.
 NU0736
 NU0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5292441343(NAD 83)
 NU0736_MARKER: DE = TRAVERSE STATION DISK
 NU0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0736_STAMPING: IDA 15W-17 1960
 NU0736_MARK LOGO: CGS   
 NU0736_PROJECTION: FLUSH
 NU0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0736+STABILITY: SURFACE MOTION
 NU0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0736+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2003
 NU0736
 NU0736  HISTORY     - Date     Condition        Report By
 NU0736  HISTORY     - 1960     MONUMENTED       CGS
 NU0736  HISTORY     - 1960     GOOD             CGS
 NU0736  HISTORY     - 1983     GOOD             NGS
 NU0736  HISTORY     - 20031201 GOOD             IDTD
 NU0736
 NU0736                          STATION DESCRIPTION
 NU0736
 NU0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0736'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF THE UNION
 NU0736'PACIFIC RAILROAD OVERPASS, AND 4-1/2 MILES NORTHEAST OF AMERICAN
 NU0736'FALLS.
 NU0736'
 NU0736'TO REACH THE STATION FROM THE AMERICAN FALLS OVERPASS JUST
 NU0736'NORTHEAST OF AMERICAN FALLS, GO NORTHEAST ON U.S. HIGHWAY 30N
 NU0736'FOR 1.9 MILES TO THE STATION ON THE RIGHT.
 NU0736'
 NU0736'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED IDA 15W-17
 NU0736'1960, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS
 NU0736'6 INCHES ABOVE GROUND LEVEL.  MARK IS 3 FEET EAST OF A WITNESS
 NU0736'POST, 4 FEET NORTH OF A FENCE, AND 84 FEET SOUTH OF THE
 NU0736'APPROXIMATE CENTER LINE OF THE EAST BOUND TRAFFIC LANE.
 NU0736'
 NU0736'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED IDA 15W-17 NO 1
 NU0736'1960, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS
 NU0736'2 INCHES ABOVE GROUND LEVEL.  MARK IS 2 FEET NORTH OF A FENCE,
 NU0736'AND 86 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY
 NU0736'30N.
 NU0736'
 NU0736'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED IDA 15W-17
 NU0736'NO 2 1960, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH
 NU0736'PROJECTS 2 INCHES ABOVE GROUND LEVEL.  MARK IS 2 FEET NORTH OF A
 NU0736'FENCE, AND 86 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF U.S.
 NU0736'HIGHWAY 30N.
 NU0736'
 NU0736'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 NU0736'U.S. HIGHWAY 30N FOR 0.75 MILE TO THE MARK ON THE LEFT.
 NU0736'
 NU0736'THE AZIMUTH MARK IS A STANDARD DISK STAMEPD IDA 15W-17 1960,
 NU0736'CEMENTED IN A DRILL HOLE IN THE EAST EDGE OF A BRIDGE ABUTMENT
 NU0736'OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 30N.  MARK IS 21
 NU0736'FEET NORTH OF THE APPROXIMATE CENTER LINE OF THE EAST BOUND
 NU0736'TRAFFIC LANE.
 NU0736
 NU0736                          STATION RECOVERY (1960)
 NU0736
 NU0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0736'4.1 MI NE FROM AMERICAN FALLS.
 NU0736'1.9 MILES ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) NORTHEAST
 NU0736'FROM THE AMERICAN FALLS OVERPASS, TO SOUTHWEST OF THE HIGHWAY, 84 FEET
 NU0736'SOUTHWARD FROM THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE, 4-FEET
 NU0736'NORTHERLY FROM THE RIGHT OF WAY FENCE, AND 3-FEET EAST FROM A METAL
 NU0736'WITNESS POST WITH SIGN, SET IN A 12-INCH DIAMETER CYLINDRICAL CONCRETE
 NU0736'POST PROJECTING 6-INCHES ABOVE GROUND.
 NU0736
 NU0736                          STATION RECOVERY (1983)
 NU0736
 NU0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0736'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.55 KM
 NU0736'(1.6 MI) NORTHEAST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF STATE
 NU0736'HIGHWAY 37 AT AMERICAN FALLS, THENCE 3.1 KM (1.95 MI) NORTHEAST ALONG
 NU0736'INTERSTATE 86, ON TOP OF THE HIGHEST POINT OF THE NORTHEAST END OF A
 NU0736'LONG ALLUVIAL CUT, 89.3 METERS (293 FT) NORTHEAST OF MILEPOST 42,
 NU0736'28.9 METERS (95 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE,
 NU0736'43.6 METERS (143 FT) SOUTHWEST OF A BRACED FENCE POST IN THE RIGHT OF
 NU0736'WAY FENCE, 15.0 METERS (49.5 FT) NORTHEAST OF RM 2, 14.2 METERS (47
 NU0736'FT) SOUTHWEST OF RM 1, 1.2 METERS (4 FT) NORTHWEST OF THE RIGHT OF WAY
 NU0736'FENCE.
 NU0736'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 NU0736'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 NU0736
 NU0736                          STATION RECOVERY (2003)
 NU0736
 NU0736'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (DDH)
 NU0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0738 ***********************************************************************
 NU0738  DESIGNATION -  IDA 15 W 17 AZ MK
 NU0738  PID         -  NU0738
 NU0738  STATE/COUNTY-  ID/POWER
 NU0738  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0738
 NU0738                         *CURRENT SURVEY CONTROL
 NU0738  ___________________________________________________________________
 NU0738* NAD 83(1992)-  42 48 14.73359(N)    112 48 36.02290(W)     ADJUSTED  
 NU0738* NAVD 88     -      1348.078  (meters)    4422.82   (feet)  ADJUSTED  
 NU0738  ___________________________________________________________________
 NU0738  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 NU0738  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 NU0738  DYNAMIC HT  -        1347.316 (meters)    4420.32  (feet)  COMP
 NU0738  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 NU0738
 NU0738  HORZ ORDER  -  THIRD
 NU0738  VERT ORDER  -  FIRST     CLASS II
 NU0738
 NU0738.The horizontal coordinates were established by classical geodetic methods
 NU0738.and adjusted by the National Geodetic Survey in July 1992..
 NU0738
 NU0738.The orthometric height was determined by differential leveling
 NU0738.and adjusted by the National Geodetic Survey in June 1991..
 NU0738
 NU0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0738
 NU0738.The geoid height was determined by GEOID03.
 NU0738
 NU0738.The dynamic height is computed by dividing the NAVD 88
 NU0738.geopotential number by the normal gravity value computed on the
 NU0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0738.degrees latitude (g = 980.6199 gals.).
 NU0738
 NU0738.The modeled gravity was interpolated from observed gravity values.
 NU0738
 NU0738;                    North         East     Units Scale Factor Converg.
 NU0738;SPC ID E     -   126,536.944   147,377.788   MT  0.99998142   -0 26 13.8
 NU0738;UTM  12      - 4,740,648.728   351,999.595   MT  0.99986948   -1 13 48.4
 NU0738
 NU0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0738!SPC ID E     -   0.99979073  x   0.99998142  =   0.99977215
 NU0738!UTM  12      -   0.99979073  x   0.99986948  =   0.99966023
 NU0738
 NU0738                          SUPERSEDED SURVEY CONTROL
 NU0738
 NU0738  NAD 83(1986)-  42 48 14.72883(N)    112 48 36.01171(W) AD(       ) 3
 NU0738  NAD 27      -  42 48 15.04400(N)    112 48 33.04300(W) AD(       ) 3
 NU0738  NGVD 29 (??/??/92) 1347.056  (m)         4419.47   (f) ADJ UNCH    1 2
 NU0738
 NU0738.Superseded values are not recommended for survey control.
 NU0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0738.See file dsdata.txt to determine how the superseded data were derived.
 NU0738
 NU0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5200040649(NAD 83)
 NU0738_MARKER: DB = BENCH MARK DISK
 NU0738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0738_SP_SET: ABUTMENT
 NU0738_STAMPING: IDA 15W-17 1960
 NU0738_MARK LOGO: CGS   
 NU0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0738
 NU0738  HISTORY     - Date     Condition        Report By
 NU0738  HISTORY     - 1960     MONUMENTED       CGS
 NU0738  HISTORY     - 1960     GOOD             CGS
 NU0738  HISTORY     - 1983     GOOD             NGS
 NU0738
 NU0738                          STATION DESCRIPTION
 NU0738
 NU0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0738'TO REACH FROM THE AMERICAN FALLS OVERPASS ON U.S. HIGHWAY 30N
 NU0738'(INTERSTATE HIGHWAY 15W), GO NORTHEAST ON THE HIGHWAY 1.2
 NU0738'MILES TO A CONCRETE BRIDGE.
 NU0738'
 NU0738'THE AZIMUTH MARK, STAMPED IDA 15W-17 1960, IS A STANDARD DISK
 NU0738'CEMENTED IN A DRILL HOLE IN THE EAST BRIDGE ABUTMENT OF THE EAST
 NU0738'BOUND TRAFFIC LANE AND IS 21 FEET NORTH OF THE CENTERLINE OF THE
 NU0738'HIGHWAY.
 NU0738
 NU0738                          STATION RECOVERY (1960)
 NU0738
 NU0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0738'3.4 MI NE FROM AMERICAN FALLS.
 NU0738'1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0738'FROM THE AMERICAN FALLS OVERPASS, AT A BRIDGE BENEATH THE HIGHWAY,
 NU0738'26.6 FEET NORTHWEST OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE,
 NU0738'SET IN THE NORTHEAST END OF THE CONCRETE ABUTMENT.
 NU0738
 NU0738                          STATION RECOVERY (1983)
 NU0738
 NU0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0738'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.55 KM
 NU0738'(1.6 MI) NORTHEAST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF STATE
 NU0738'HIGHWAY 37 AT AMERICAN FALLS, THENCE 2.0 KM (1.25 MI) NORTHEAST ALONG
 NU0738'INTERSTATE 86, IN TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL
 NU0738'FOR THE EAST BOUND OVERPASS BRIDGE OVER A PAVED ROAD, 0.55 KM
 NU0738'(0.35 MI) NORTHEAST OF MILEPOST 41, 8.1 METERS (26.5 FT) NORTHWEST OF
 NU0738'THE EAST BOUND HIGHWAY CENTERLINE.
 NU0738'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0735 ***********************************************************************
 NU0735  DESIGNATION -  IDA 15 W 17 RM 1
 NU0735  PID         -  NU0735
 NU0735  STATE/COUNTY-  ID/POWER
 NU0735  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0735
 NU0735                         *CURRENT SURVEY CONTROL
 NU0735  ___________________________________________________________________
 NU0735* NAD 83(1986)-  42 48 38.     (N)    112 47 56.     (W)     SCALED    
 NU0735* NAVD 88     -      1351.816  (meters)    4435.08   (feet)  ADJUSTED  
 NU0735  ___________________________________________________________________
 NU0735  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 NU0735  DYNAMIC HT  -        1351.047 (meters)    4432.56  (feet)  COMP
 NU0735  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 NU0735
 NU0735  VERT ORDER  -  SECOND    CLASS 0
 NU0735
 NU0735.The horizontal coordinates were scaled from a topographic map and have
 NU0735.an estimated accuracy of +/- 6 seconds.
 NU0735
 NU0735.The orthometric height was determined by differential leveling
 NU0735.and adjusted by the National Geodetic Survey in June 1991..
 NU0735
 NU0735.The geoid height was determined by GEOID03.
 NU0735
 NU0735.The dynamic height is computed by dividing the NAVD 88
 NU0735.geopotential number by the normal gravity value computed on the
 NU0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0735.degrees latitude (g = 980.6199 gals.).
 NU0735
 NU0735.The modeled gravity was interpolated from observed gravity values.
 NU0735
 NU0735;                    North         East    Units  Estimated Accuracy
 NU0735;SPC ID E     -   127,250.      148,290.      MT  (+/- 180 meters Scaled)
 NU0735
 NU0735                          SUPERSEDED SURVEY CONTROL
 NU0735
 NU0735  NGVD 29 (??/??/92) 1350.785  (m)         4431.70   (f) ADJ UNCH    2 0
 NU0735
 NU0735.Superseded values are not recommended for survey control.
 NU0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0735.See file dsdata.txt to determine how the superseded data were derived.
 NU0735
 NU0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN529413(NAD 83)
 NU0735_MARKER: DR = REFERENCE MARK DISK
 NU0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0735_STAMPING: IDA 15W-17 NO 1 1960
 NU0735_MARK LOGO: CGS   
 NU0735_PROJECTION: FLUSH
 NU0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0735+STABILITY: SURFACE MOTION
 NU0735
 NU0735  HISTORY     - Date     Condition        Report By
 NU0735  HISTORY     - 1960     MONUMENTED       CGS
 NU0735  HISTORY     - 1983     GOOD             NGS
 NU0735
 NU0735                          STATION DESCRIPTION
 NU0735
 NU0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0735'4.1 MI NE FROM AMERICAN FALLS.
 NU0735'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0735'FROM THE AMERICAN FALLS OVERPASS, TO THE SOUTHWEST OF THE HIGHWAY, 86
 NU0735'FEET FROM THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE, 2 FEET NORTH
 NU0735'FROM THE RIGHT OF WAY FENCE, SET IN A 12-INCH DIAMETER CYLINDRICAL
 NU0735'CONCRETE POST PROJECTING 2-INCHES ABOVE THE GROUND.  THE MARK IS 46.8
 NU0735'FEET NORTHEAST FROM TRAVERSE STATION IDA 15W-17.
 NU0735
 NU0735                          STATION RECOVERY (1983)
 NU0735
 NU0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0735'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.55 KM
 NU0735'(1.6 MI) NORTHEAST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF STATE
 NU0735'HIGHWAY 37 AT AMERICAN FALLS, THENCE 3.1 KM (1.95 MI) NORTHEAST ALONG
 NU0735'INTERSTATE 86, ON TOP OF THE HIGHEST POINT OF THE NORTHEAST END OF A
 NU0735'LONG ALLUVIAL CUT, 103.5 METERS (339.5 FT) NORTHEAST OF MILEPOST 42,
 NU0735'29.5 METERS (97 FT) SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE,
 NU0735'29.2 METERS (96 FT) NORTHEAST OF RM 2, 14.2 METERS (46.5 FT) NORTHEAST
 NU0735'OF THE STATION AND 0.6 METER (2 FT) SOUTHWEST OF THE RIGHT OF WAY
 NU0735'FENCE.
 NU0735'THE MARK IS 15.1 METERS  NE FROM A WITNESS POST.
 NU0735'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0737 ***********************************************************************
 NU0737  DESIGNATION -  IDA 15 W 17 RM 2
 NU0737  PID         -  NU0737
 NU0737  STATE/COUNTY-  ID/POWER
 NU0737  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0737
 NU0737                         *CURRENT SURVEY CONTROL
 NU0737  ___________________________________________________________________
 NU0737* NAD 83(1986)-  42 48 37.     (N)    112 47 56.     (W)     SCALED    
 NU0737* NAVD 88     -      1351.848  (meters)    4435.19   (feet)  ADJUSTED  
 NU0737  ___________________________________________________________________
 NU0737  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 NU0737  DYNAMIC HT  -        1351.079 (meters)    4432.66  (feet)  COMP
 NU0737  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 NU0737
 NU0737  VERT ORDER  -  SECOND    CLASS 0
 NU0737
 NU0737.The horizontal coordinates were scaled from a topographic map and have
 NU0737.an estimated accuracy of +/- 6 seconds.
 NU0737
 NU0737.The orthometric height was determined by differential leveling
 NU0737.and adjusted by the National Geodetic Survey in June 1991..
 NU0737
 NU0737.The geoid height was determined by GEOID03.
 NU0737
 NU0737.The dynamic height is computed by dividing the NAVD 88
 NU0737.geopotential number by the normal gravity value computed on the
 NU0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0737.degrees latitude (g = 980.6199 gals.).
 NU0737
 NU0737.The modeled gravity was interpolated from observed gravity values.
 NU0737
 NU0737;                    North         East    Units  Estimated Accuracy
 NU0737;SPC ID E     -   127,220.      148,290.      MT  (+/- 180 meters Scaled)
 NU0737
 NU0737                          SUPERSEDED SURVEY CONTROL
 NU0737
 NU0737  NGVD 29 (??/??/92) 1350.818  (m)         4431.81   (f) ADJ UNCH    2 0
 NU0737
 NU0737.Superseded values are not recommended for survey control.
 NU0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0737.See file dsdata.txt to determine how the superseded data were derived.
 NU0737
 NU0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN529413(NAD 83)
 NU0737_MARKER: DR = REFERENCE MARK DISK
 NU0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0737_STAMPING: IDA 15W-17 NO 2 1960
 NU0737_MARK LOGO: CGS   
 NU0737_PROJECTION: FLUSH
 NU0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0737+STABILITY: SURFACE MOTION
 NU0737
 NU0737  HISTORY     - Date     Condition        Report By
 NU0737  HISTORY     - 1960     MONUMENTED       CGS
 NU0737  HISTORY     - 1983     GOOD             NGS
 NU0737
 NU0737                          STATION DESCRIPTION
 NU0737
 NU0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0737'4.1 MI NE FROM AMERICAN FALLS.
 NU0737'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0737'FROM THE AMERICAN FALLS OVERPASS, TO THE SOUTHWEST OF THE HIGHWAY, 80
 NU0737'FEET SOUTH FROM THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE, 49.3
 NU0737'FEET SOUTHWEST FROM TRAVERSE STATION IDA 15W-17, SET IN A 12-INCH
 NU0737'DIAMETER CYLINDRICAL CONCRETE POST PROJECTING 2-INCHES ABOVE THE
 NU0737'GROUND.
 NU0737
 NU0737                          STATION RECOVERY (1983)
 NU0737
 NU0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0737'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO IN 1983.  NEW
 NU0737'DESCRIPTION FOLLOWS.  2.55 KM (1.6 MI) NORTHEAST ALONG STATE HIGHWAY
 NU0737'39 FROM THE JUNCTION OF STATE HIGHWAY 37 AT AMERICAN FALLS, THENCE
 NU0737'3.1 KM (1.95 MI) NORTHEAST ALONG INTERSTATE 86, ON TOP OF THE HIGHEST
 NU0737'POINT OF THE NORTHEAST END OF A LONG ALLUVIAL CUT, 74.4 METERS
 NU0737'(244 FT) NORTHEAST OF MILEPOST 42, 29.5 METERS (97 FT) SOUTHEAST OF
 NU0737'THE EAST BOUND HIGHWAY CENTERLINE, 29.2 METERS (96 FT) SOUTHWEST OF RM
 NU0737'1, 15.1 METERS (49.5 FT) SOUTHWEST OF THE STATION AND 0.6 METER (2 FT)
 NU0737'NORTHWEST OF THE RIGHT OF WAY FENCE.
 NU0737'THE MARK IS 14.0 METERS  SW FROM A WITNESS POST.
 NU0737'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0732 ***********************************************************************
 NU0732  DESIGNATION -  IDA 15 W 18
 NU0732  PID         -  NU0732
 NU0732  STATE/COUNTY-  ID/POWER
 NU0732  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0732
 NU0732                         *CURRENT SURVEY CONTROL
 NU0732  ___________________________________________________________________
 NU0732* NAD 83(1992)-  42 49 55.05822(N)    112 46 18.13194(W)     ADJUSTED  
 NU0732* NAVD 88     -      1348.947  (meters)    4425.67   (feet)  ADJUSTED  
 NU0732  ___________________________________________________________________
 NU0732  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 NU0732  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 NU0732  DYNAMIC HT  -        1348.176 (meters)    4423.14  (feet)  COMP
 NU0732  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 NU0732
 NU0732  HORZ ORDER  -  SECOND
 NU0732  VERT ORDER  -  FIRST     CLASS II
 NU0732
 NU0732.The horizontal coordinates were established by classical geodetic methods
 NU0732.and adjusted by the National Geodetic Survey in July 1992..
 NU0732
 NU0732.The orthometric height was determined by differential leveling
 NU0732.and adjusted by the National Geodetic Survey in June 1991..
 NU0732.WARNING-Repeat measurements at this control monument indicate possible
 NU0732.vertical movement.
 NU0732
 NU0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0732
 NU0732.The geoid height was determined by GEOID03.
 NU0732
 NU0732.The dynamic height is computed by dividing the NAVD 88
 NU0732.geopotential number by the normal gravity value computed on the
 NU0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0732.degrees latitude (g = 980.6199 gals.).
 NU0732
 NU0732.The modeled gravity was interpolated from observed gravity values.
 NU0732
 NU0732;                    North         East     Units Scale Factor Converg.
 NU0732;SPC ID E     -   129,609.430   150,533.029   MT  0.99997746   -0 24 40.8
 NU0732;UTM  12      - 4,743,676.891   355,196.695   MT  0.99985796   -1 12 16.9
 NU0732
 NU0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0732!SPC ID E     -   0.99979059  x   0.99997746  =   0.99976805
 NU0732!UTM  12      -   0.99979059  x   0.99985796  =   0.99964858
 NU0732
 NU0732:                Primary Azimuth Mark                     Grid Az
 NU0732:SPC ID E     -  Z 157 AZ MK                              005 07 29.3
 NU0732:UTM  12      -  Z 157 AZ MK                              005 55 05.4
 NU0732
 NU0732|---------------------------------------------------------------------|
 NU0732| PID    Reference Object                     Distance      Geod. Az  |
 NU0732|                                                           dddmmss.s |
 NU0732| NU1644 Z 157 AZ MK                         APPROX. 0.6 KM 0044248.5 |
 NU0732| NU1642 HIGHWAY FAB 30 B 102RT ROW           50.197 METERS 01230     |
 NU0732| NU0733 IDA 15 W 18 RM 1                     19.696 METERS 19917     |
 NU0732|---------------------------------------------------------------------|
 NU0732
 NU0732                          SUPERSEDED SURVEY CONTROL
 NU0732
 NU0732  NAD 83(1986)-  42 49 55.05333(N)    112 46 18.12005(W) AD(       ) 2
 NU0732  NAD 27      -  42 49 55.37240(N)    112 46 15.14820(W) AD(       ) 2
 NU0732  NGVD 29 (??/??/92) 1347.898  (m)         4422.23   (f) ADJ UNCH    1 2
 NU0732
 NU0732.Superseded values are not recommended for survey control.
 NU0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0732.See file dsdata.txt to determine how the superseded data were derived.
 NU0732
 NU0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5519743677(NAD 83)
 NU0732_MARKER: DE = TRAVERSE STATION DISK
 NU0732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0732_SP_SET: OVERPASS
 NU0732_STAMPING: IDA 15W-18 1960
 NU0732_MARK LOGO: CGS   
 NU0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0732
 NU0732  HISTORY     - Date     Condition        Report By
 NU0732  HISTORY     - 1960     MONUMENTED       CGS
 NU0732  HISTORY     - 1960     GOOD             CGS
 NU0732  HISTORY     - 1983     GOOD             NGS
 NU0732
 NU0732                          STATION DESCRIPTION
 NU0732
 NU0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0732'THE STATION IS LOCATED 0.3 MILE SOUTH OF THE UNION PACIFIC RAILROAD
 NU0732'OVERPASS, 6-1/2 MILES NORTHEAST OF AMERICAN FALLS.
 NU0732'
 NU0732'TO REACH THE STATION FROM THE AMERICAN FALLS OVERPASS JUST
 NU0732'NORTHEAST OF AMERICAN FALLS, GO NORTHEAST ON U.S. HIGHWAY 30N
 NU0732'FOR 3.9 MILES TO THE STATION ON THE LEFT.
 NU0732'
 NU0732'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED IDA 15W-18
 NU0732'1960 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 NU0732'6 INCHES ABOVE GROUND LEVEL.  MARK IS 5 FEET EAST OF A FENCELINE,
 NU0732'AND 4 FEET SOUTH OF A METAL WITNESS POST.
 NU0732'
 NU0732'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED IDA 15W-18 NO
 NU0732'1 1960, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 NU0732'4 INCHES ABOVE GROUND LEVEL.  MARK IS 2 FEET EAST OF A FENCELINE.
 NU0732'
 NU0732'REFERENCE MARK NUMBER 2 IS AN IDAHO HIGHWAY DEPARTMENT
 NU0732'RIGHT-OF-WAY MARK, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST,
 NU0732'STAMPED 102 RT FAP 30 B.  MARK IS 4 FEET EAST OF A FENCELINE.
 NU0732'
 NU0732'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE 0.3 MILE
 NU0732'TO THE TOP OF THE UNION PACIFIC RAILROAD OVERPASS AND THE MARK AT
 NU0732'THE EAST CORNER OF THE GUARD RAIL.
 NU0732'
 NU0732'THE AZIMUTH MARK IS STAMPED Z 157 1950, AND IS CEMENTED IN A
 NU0732'DRILL HOLE IN A CONCRETE GUARD RAIL, 15 FEET SOUTHEAST OF THE
 NU0732'APPROXIMATE CENTER LINE OF U.S. HIGHWAY 30N AND IS 4 FEET HIGHER
 NU0732'THAN THE ROADBED.
 NU0732
 NU0732                          STATION RECOVERY (1960)
 NU0732
 NU0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0732'6.1 MI NE FROM AMERICAN FALLS.
 NU0732'3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0732'FROM THE AMERICAN FALLS OVERPASS, 5 FEET EASTERLY FROM THE RIGHT OF
 NU0732'WAY FENCE LINE, AND 4 FEET SOUTH FROM A METAL WITNESS POST WITH SIGN,
 NU0732'ON THE NORTHWEST SIDE OF THE HIGHWAY.
 NU0732
 NU0732                          STATION RECOVERY (1983)
 NU0732
 NU0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0732'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.55 KM
 NU0732'(1.6 MI) NORTHEAST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF STATE
 NU0732'HIGHWAY 37 AT AMERICAN FALLS, THENCE 6.5 KM (4.05 MI) NORTHEAST ALONG
 NU0732'INTERSTATE 86, 0.2 KM (0.12 MI) NORTH OF MILEPOST 44, 41.7 METERS
 NU0732'(137 FT) WEST ACROSS THE FRONTAGE ROAD FROM THE WEST BOUND HIGHWAY
 NU0732'CENTERLINE, 11.6 METERS (38 FT) WEST OF THE CENTER OF THE FRONTAGE
 NU0732'ROAD, 5.8 METERS (19 FT) NORTH OF THE FIRST POWER POLE SOUTH OF A T
 NU0732'JUNCTION POWER LINE SPUR LEADING WEST, 1.5 METERS (5 FT) EAST OF THE
 NU0732'RIGHT OF WAY FENCE AND 1.2 METERS (4 FT) SOUTH OF A METAL WITNESS
 NU0732'POST.
 NU0732'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 NU0732'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0733 ***********************************************************************
 NU0733  DESIGNATION -  IDA 15 W 18 RM 1
 NU0733  PID         -  NU0733
 NU0733  STATE/COUNTY-  ID/POWER
 NU0733  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0733
 NU0733                         *CURRENT SURVEY CONTROL
 NU0733  ___________________________________________________________________
 NU0733* NAD 83(1986)-  42 49 55.     (N)    112 46 18.     (W)     SCALED    
 NU0733* NAVD 88     -      1349.071  (meters)    4426.08   (feet)  ADJUSTED  
 NU0733  ___________________________________________________________________
 NU0733  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 NU0733  DYNAMIC HT  -        1348.300 (meters)    4423.55  (feet)  COMP
 NU0733  MODELED GRAV-     980,002.2   (mgal)                       NAVD 88
 NU0733
 NU0733  VERT ORDER  -  SECOND    CLASS 0
 NU0733
 NU0733.The horizontal coordinates were scaled from a topographic map and have
 NU0733.an estimated accuracy of +/- 6 seconds.
 NU0733
 NU0733.The orthometric height was determined by differential leveling
 NU0733.and adjusted by the National Geodetic Survey in June 1991..
 NU0733
 NU0733.The geoid height was determined by GEOID03.
 NU0733
 NU0733.The dynamic height is computed by dividing the NAVD 88
 NU0733.geopotential number by the normal gravity value computed on the
 NU0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0733.degrees latitude (g = 980.6199 gals.).
 NU0733
 NU0733.The modeled gravity was interpolated from observed gravity values.
 NU0733
 NU0733;                    North         East    Units  Estimated Accuracy
 NU0733;SPC ID E     -   129,610.      150,540.      MT  (+/- 180 meters Scaled)
 NU0733
 NU0733                          SUPERSEDED SURVEY CONTROL
 NU0733
 NU0733  NGVD 29 (??/??/92) 1348.033  (m)         4422.67   (f) ADJ UNCH    2 0
 NU0733
 NU0733.Superseded values are not recommended for survey control.
 NU0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0733.See file dsdata.txt to determine how the superseded data were derived.
 NU0733
 NU0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN552436(NAD 83)
 NU0733_MARKER: DR = REFERENCE MARK DISK
 NU0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0733_STAMPING: IDA 15W-18 NO 1 1960
 NU0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0733+STABILITY: SURFACE MOTION
 NU0733
 NU0733  HISTORY     - Date     Condition        Report By
 NU0733  HISTORY     - 1960     MONUMENTED       CGS
 NU0733  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0733
 NU0733                          STATION DESCRIPTION
 NU0733
 NU0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0733'6.1 MI NE FROM AMERICAN FALLS.
 NU0733'3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15)
 NU0733'FROM THE AMERICAN FALLS OVERPASS, NORTHWEST FROM THE HIGHWAY, 64.6
 NU0733'FEET SOUTH SOUTHWEST FROM TRAVERSE STATION IDA 15W -18, SET IN A
 NU0733'12-INCH SQUARE CONCRETE POST PROJECTING 4-INCHES ABOVE GROUND.
 NU0733
 NU0733                          STATION RECOVERY (1983)
 NU0733
 NU0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0733'AFTER A PROLONGED SEARCH, THIS MARK WAS NOT RECOVERED DUE TO HEAVY
 NU0733'BLOW SAND IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0879 ***********************************************************************
 NU0879  DESIGNATION -  IDA 15 W 2
 NU0879  PID         -  NU0879
 NU0879  STATE/COUNTY-  ID/CASSIA
 NU0879  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0879
 NU0879                         *CURRENT SURVEY CONTROL
 NU0879  ___________________________________________________________________
 NU0879* NAD 83(1992)-  42 34 35.04646(N)    113 28 25.82760(W)     ADJUSTED  
 NU0879* NAVD 88     -      1359.692  (meters)    4460.92   (feet)  ADJUSTED  
 NU0879  ___________________________________________________________________
 NU0879  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 NU0879  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 NU0879  DYNAMIC HT  -        1358.893 (meters)    4458.30  (feet)  COMP
 NU0879  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 NU0879
 NU0879  HORZ ORDER  -  SECOND
 NU0879  VERT ORDER  -  SECOND    CLASS 0
 NU0879
 NU0879.The horizontal coordinates were established by classical geodetic methods
 NU0879.and adjusted by the National Geodetic Survey in July 1992..
 NU0879
 NU0879.The orthometric height was determined by differential leveling
 NU0879.and adjusted by the National Geodetic Survey in June 1991..
 NU0879
 NU0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0879
 NU0879.The geoid height was determined by GEOID03.
 NU0879
 NU0879.The dynamic height is computed by dividing the NAVD 88
 NU0879.geopotential number by the normal gravity value computed on the
 NU0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0879.degrees latitude (g = 980.6199 gals.).
 NU0879
 NU0879.The modeled gravity was interpolated from observed gravity values.
 NU0879
 NU0879;                    North         East     Units Scale Factor Converg.
 NU0879;SPC ID C     -   101,178.288   543,194.836   MT  0.99997032   +0 21 21.6
 NU0879;UTM  12      - 4,716,743.030   296,976.259   MT  1.00010715   -1 40 27.5
 NU0879
 NU0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0879!SPC ID C     -   0.99978906  x   0.99997032  =   0.99975938
 NU0879!UTM  12      -   0.99978906  x   1.00010715  =   0.99989619
 NU0879
 NU0879|---------------------------------------------------------------------|
 NU0879| PID    Reference Object                     Distance      Geod. Az  |
 NU0879|                                                           dddmmss.s |
 NU0879| NU0878 IDA 15 W 2 RM 1                      16.974 METERS 07435     |
 NU0879| NU0880 IDA 15 W 2 RM 2                      15.820 METERS 16142     |
 NU0879| CM4902 IDA 15 W 2 AZ MK                                   1725139.0 |
 NU0879|---------------------------------------------------------------------|
 NU0879
 NU0879                          SUPERSEDED SURVEY CONTROL
 NU0879
 NU0879  NAD 83(1986)-  42 34 35.04518(N)    113 28 25.82272(W) AD(       ) 2
 NU0879  NAD 27      -  42 34 35.37050(N)    113 28 22.81360(W) AD(       ) 2
 NU0879  NGVD 29 (??/??/92) 1358.707  (m)         4457.69   (f) ADJ UNCH    2 0
 NU0879
 NU0879.Superseded values are not recommended for survey control.
 NU0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0879.See file dsdata.txt to determine how the superseded data were derived.
 NU0879
 NU0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN9697616743(NAD 83)
 NU0879_MARKER: DS = TRIANGULATION STATION DISK
 NU0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0879_STAMPING: IDA 15W-2 1959
 NU0879_MARK LOGO: CGS   
 NU0879_PROJECTION: PROJECTING 5 CENTIMETERS
 NU0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0879+STABILITY: SURFACE MOTION
 NU0879
 NU0879  HISTORY     - Date     Condition        Report By
 NU0879  HISTORY     - 1959     MONUMENTED       CGS
 NU0879  HISTORY     - 1960     GOOD             NGS
 NU0879  HISTORY     - 1983     GOOD             NGS
 NU0879
 NU0879                          STATION DESCRIPTION
 NU0879
 NU0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU0879'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF DECLO, 8 MILES
 NU0879'EAST OF THE EAST BANK OF THE SNAKE RIVER, 2.3 MILES EAST-NORTHEAST
 NU0879'OF THE PROPOSED INTERSECTION OF INTERSTATE HIGHWAYS 80N AND 15W AND
 NU0879'0.1 MILE NORTH OF THE NORTH TRAFFIC LANE OF HIGHWAY 15W.
 NU0879'
 NU0879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30S AND
 NU0879'STATE HIGHWAY 77 AT DECLO, DRIVE EASTERLY ON U.S. HIGHWAY 30S
 NU0879'FOR 5.1 MILES TO A FENCE CORNER AND BLADED SIDE ROAD ON THE
 NU0879'LEFT.  TURN LEFT, NORTH, AND DRIVE NORTHWEST AND NORTH FOR 0.2
 NU0879'MILE TO A Y-FORK.  KEEP THE RIGHT FORK AND CONTINUE NORTHEAST
 NU0879'FOR 0.75 MILE TO A TRANSFORMER STATION AT THE JUNCTION OF A
 NU0879'NORTH-SOUTH AND EAST-WEST POWERLINES.  DRIVE NORTH ON THE
 NU0879'NORTH-SOUTH POWERLINE ROAD FOR 1.3 MILE TO THE AZIMUTH MARK ON THE
 NU0879'RIGHT.  CONTINUE NORTH ON THE POWERLINE ROAD FOR 0.6 MILE TO
 NU0879'INTERSTATE HIGHWAY 15W.  THE STATION IS ON THE SUMMIT OF THE
 NU0879'GRASS COVERED KNOLL 0.15 MILE NORTH WEST OF THIS POINT.
 NU0879'
 NU0879'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15W-2 1959,
 NU0879'IS A STANDARD DISK SET IN THE CENTER OF THE TOP OF A SQUARE
 NU0879'CONCRETE POST PROJECTING 4 INCHES.  IT IS 0.1 MILE WEST OF A
 NU0879'NORTH-SOUTH POWERLINE AND 4 FEET NORTH OF A METAL WITNESS POST
 NU0879'WITH SIGN.
 NU0879'
 NU0879'REFERENCE MARK 1, STAMPED IDA 15W-2 NO 1 1959, IS A STANDARD
 NU0879'DISK SET IN THE CENTER OF THE TOP OF A SQUARE CONCRETE POST
 NU0879'PROJECTING 4 INCHES.  THE MARK IS ABOUT THE SAME ELEVATION AS
 NU0879'THE STATION MARK.
 NU0879'
 NU0879'REFERENCE MARK 2, STAMPED IDA 15W-2 NO 2 1959, IS A STANDARD DISK
 NU0879'SET IN THE CENTER OF THE TOP OF A SQUARE CONCRETE POST PROJECTING
 NU0879'8 INCHES.  THE MARK IS ABOUT 12 INCHES LOWER IN ELEVATION THAN
 NU0879'THE STATION MARK.
 NU0879'
 NU0879'THE AZIMUTH MARK, STAMPED IDA 15W-2 1959, IS A STANDARD DISK SET
 NU0879'IN THE CENTER OF THE TOP OF A CYLINDRICAL CONCRETE POST PROJECTING
 NU0879'6 INCHES.  THE MARK IS 37 FEET EAST OF A NORTH-SOUTH POWERLINE
 NU0879'ROAD, 10 FEET WEST OF A NORTH-SOUTH FENCE, 9 FEET NORTH OF
 NU0879'POWER POLE NO. 68 AND 4.5 FEET NORTH OF A METAL WITNESS POST
 NU0879'WITH SIGN.
 NU0879
 NU0879                          STATION RECOVERY (1960)
 NU0879
 NU0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0879'12.1 MI W FROM RAFT RIVER.
 NU0879'12.0 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0879'STORE, THENCE 0.1 MILE NORTH TO THE SUMMIT OF A SMALL HILL, 55.69 FEET
 NU0879'WEST OF R.M. 1, 51.90 FEET NORTH OF R.M. 2, 4 FEET NORTH OF A METAL
 NU0879'WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 4
 NU0879'INCHES.
 NU0879
 NU0879                          STATION RECOVERY (1983)
 NU0879
 NU0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0879'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0879'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0879'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0879'3.8 KM (2.35 MI) EAST ALONG INTERSTATE 86, ON THE TOP OF THE HIGHEST
 NU0879'POINT OF A HILL, 0.4 KM (0.25 MI) EAST OF MILEPOST 2, 146.9 METERS
 NU0879'(482 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE, 117.0 METERS
 NU0879'(384 FT) NORTH OF THE RIGHT OF WAY FENCE, 16.9 METERS (55.5 FT) WEST
 NU0879'OF RM 1 AND 15.8 METERS (52 FT) NORTH OF RM 2.
 NU0879'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 NU0879'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0878 ***********************************************************************
 NU0878  DESIGNATION -  IDA 15 W 2 RM 1
 NU0878  PID         -  NU0878
 NU0878  STATE/COUNTY-  ID/CASSIA
 NU0878  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0878
 NU0878                         *CURRENT SURVEY CONTROL
 NU0878  ___________________________________________________________________
 NU0878* NAD 83(1986)-  42 34 35.     (N)    113 28 25.     (W)     SCALED    
 NU0878* NAVD 88     -      1359.595  (meters)    4460.60   (feet)  ADJUSTED  
 NU0878  ___________________________________________________________________
 NU0878  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 NU0878  DYNAMIC HT  -        1358.796 (meters)    4457.98  (feet)  COMP
 NU0878  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 NU0878
 NU0878  VERT ORDER  -  SECOND    CLASS 0
 NU0878
 NU0878.The horizontal coordinates were scaled from a topographic map and have
 NU0878.an estimated accuracy of +/- 6 seconds.
 NU0878
 NU0878.The orthometric height was determined by differential leveling
 NU0878.and adjusted by the National Geodetic Survey in June 1991..
 NU0878
 NU0878.The geoid height was determined by GEOID03.
 NU0878
 NU0878.The dynamic height is computed by dividing the NAVD 88
 NU0878.geopotential number by the normal gravity value computed on the
 NU0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0878.degrees latitude (g = 980.6199 gals.).
 NU0878
 NU0878.The modeled gravity was interpolated from observed gravity values.
 NU0878
 NU0878;                    North         East    Units  Estimated Accuracy
 NU0878;SPC ID C     -   101,180.      543,210.      MT  (+/- 180 meters Scaled)
 NU0878
 NU0878                          SUPERSEDED SURVEY CONTROL
 NU0878
 NU0878  NGVD 29 (??/??/92) 1358.610  (m)         4457.37   (f) ADJ UNCH    2 0
 NU0878
 NU0878.Superseded values are not recommended for survey control.
 NU0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0878.See file dsdata.txt to determine how the superseded data were derived.
 NU0878
 NU0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN969167(NAD 83)
 NU0878_MARKER: DR = REFERENCE MARK DISK
 NU0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0878_STAMPING: IDA 15W-2 NO 1 1959
 NU0878_MARK LOGO: CGS   
 NU0878_PROJECTION: PROJECTING 10 CENTIMETERS
 NU0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0878+STABILITY: SURFACE MOTION
 NU0878
 NU0878  HISTORY     - Date     Condition        Report By
 NU0878  HISTORY     - 1959     MONUMENTED       CGS
 NU0878  HISTORY     - 1960     GOOD             NGS
 NU0878  HISTORY     - 1983     GOOD             NGS
 NU0878
 NU0878                          STATION DESCRIPTION
 NU0878
 NU0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0878'12.1 MI W FROM RAFT RIVER.
 NU0878'12.0 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0878'STORE, THENCE 0.1 MILE NORTH, 55.69 FEET EAST OF THE STATION MARK, SET
 NU0878'IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 NU0878
 NU0878                          STATION RECOVERY (1983)
 NU0878
 NU0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0878'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0878'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0878'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0878'3.8 KM (2.35 MI) EAST ALONG INTERSTATE 86, ON THE TOP OF THE HIGHEST
 NU0878'POINT OF A HILL, 0.4 KM (0.25 MI) EAST OF MILEPOST 2, 147.5 METERS
 NU0878'(484 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE, 15.8 METERS
 NU0878'(51.9 FT) EAST OF THE STATION AND 22.6 METERS (74 FT) NORTHEAST OF RM
 NU0878'2.
 NU0878'THE MARK IS 15.8 METERS  E FROM A WITNESS POST.
 NU0878'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0880 ***********************************************************************
 NU0880  DESIGNATION -  IDA 15 W 2 RM 2
 NU0880  PID         -  NU0880
 NU0880  STATE/COUNTY-  ID/CASSIA
 NU0880  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0880
 NU0880                         *CURRENT SURVEY CONTROL
 NU0880  ___________________________________________________________________
 NU0880* NAD 83(1986)-  42 34 35.     (N)    113 28 25.     (W)     SCALED    
 NU0880* NAVD 88     -      1359.417  (meters)    4460.02   (feet)  ADJUSTED  
 NU0880  ___________________________________________________________________
 NU0880  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 NU0880  DYNAMIC HT  -        1358.618 (meters)    4457.40  (feet)  COMP
 NU0880  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 NU0880
 NU0880  VERT ORDER  -  SECOND    CLASS 0
 NU0880
 NU0880.The horizontal coordinates were scaled from a topographic map and have
 NU0880.an estimated accuracy of +/- 6 seconds.
 NU0880
 NU0880.The orthometric height was determined by differential leveling
 NU0880.and adjusted by the National Geodetic Survey in June 1991..
 NU0880
 NU0880.The geoid height was determined by GEOID03.
 NU0880
 NU0880.The dynamic height is computed by dividing the NAVD 88
 NU0880.geopotential number by the normal gravity value computed on the
 NU0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0880.degrees latitude (g = 980.6199 gals.).
 NU0880
 NU0880.The modeled gravity was interpolated from observed gravity values.
 NU0880
 NU0880;                    North         East    Units  Estimated Accuracy
 NU0880;SPC ID C     -   101,180.      543,210.      MT  (+/- 180 meters Scaled)
 NU0880
 NU0880                          SUPERSEDED SURVEY CONTROL
 NU0880
 NU0880  NGVD 29 (??/??/92) 1358.431  (m)         4456.79   (f) ADJ UNCH    2 0
 NU0880
 NU0880.Superseded values are not recommended for survey control.
 NU0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0880.See file dsdata.txt to determine how the superseded data were derived.
 NU0880
 NU0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN969167(NAD 83)
 NU0880_MARKER: DS = TRIANGULATION STATION DISK
 NU0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0880_STAMPING: IDA 15W-2 NO 2 1959
 NU0880_MARK LOGO: CGS   
 NU0880_PROJECTION: PROJECTING 15 CENTIMETERS
 NU0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0880+STABILITY: SURFACE MOTION
 NU0880
 NU0880  HISTORY     - Date     Condition        Report By
 NU0880  HISTORY     - 1959     MONUMENTED       CGS
 NU0880  HISTORY     - 1960     GOOD             NGS
 NU0880  HISTORY     - 1983     POOR             NGS
 NU0880
 NU0880                          STATION DESCRIPTION
 NU0880
 NU0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0880'12.1 MI W FROM RAFT RIVER.
 NU0880'12.0 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0880'STORE, THENCE 0.1 MILE NORTH, 51.90 FEET SOUTH OF THE STATION, SET IN
 NU0880'A SQUARE CONCRETE POST PROJECTING 8 INCHES.
 NU0880
 NU0880                          STATION RECOVERY (1983)
 NU0880
 NU0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0880'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0880'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0880'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0880'3.8 KM (2.35 MI) EAST ALONG INTERSTATE 86, ON THE TOP OF THE HIGHEST
 NU0880'POINT OF A HILL, 0.4 KM (0.25 MI) EAST OF MILEPOST 2, 131.1 METERS
 NU0880'(430 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE, 22.6 KM (74 FT)
 NU0880'SOUTHWEST OF RM 1 AND 15.8 METERS (52 FT) SOUTH OF THE STATION.
 NU0880'THE MARK IS 14.6 METERS  S FROM A WITNESS POST.
 NU0880'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0722 ***********************************************************************
 NU0722  DESIGNATION -  IDA 15 W 20
 NU0722  PID         -  NU0722
 NU0722  STATE/COUNTY-  ID/POWER
 NU0722  USGS QUAD   -  WHEATGRASS BENCH (1971)
 NU0722
 NU0722                         *CURRENT SURVEY CONTROL
 NU0722  ___________________________________________________________________
 NU0722* NAD 83(1992)-  42 51 59.05687(N)    112 41 57.24367(W)     ADJUSTED  
 NU0722* NAVD 88     -      1358.248  (meters)    4456.19   (feet)  ADJUSTED  
 NU0722  ___________________________________________________________________
 NU0722  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 NU0722  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 NU0722  DYNAMIC HT  -        1357.472 (meters)    4453.64  (feet)  COMP
 NU0722  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 NU0722
 NU0722  HORZ ORDER  -  SECOND
 NU0722  VERT ORDER  -  SECOND    CLASS 0
 NU0722
 NU0722.The horizontal coordinates were established by classical geodetic methods
 NU0722.and adjusted by the National Geodetic Survey in July 1992..
 NU0722
 NU0722.The orthometric height was determined by differential leveling
 NU0722.and adjusted by the National Geodetic Survey in June 1991..
 NU0722
 NU0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0722
 NU0722.The geoid height was determined by GEOID03.
 NU0722
 NU0722.The dynamic height is computed by dividing the NAVD 88
 NU0722.geopotential number by the normal gravity value computed on the
 NU0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0722.degrees latitude (g = 980.6199 gals.).
 NU0722
 NU0722.The modeled gravity was interpolated from observed gravity values.
 NU0722
 NU0722;                    North         East     Units Scale Factor Converg.
 NU0722;SPC ID E     -   133,395.636   156,482.194   MT  0.99997066   -0 21 44.3
 NU0722;UTM  12      - 4,747,379.866   361,196.971   MT  0.99983702   -1 09 22.2
 NU0722
 NU0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0722!SPC ID E     -   0.99978912  x   0.99997066  =   0.99975978
 NU0722!UTM  12      -   0.99978912  x   0.99983702  =   0.99962617
 NU0722
 NU0722|---------------------------------------------------------------------|
 NU0722| PID    Reference Object                     Distance      Geod. Az  |
 NU0722|                                                           dddmmss.s |
 NU0722| NU0721 IDA 15 W 20 RM 1                     14.360 METERS 01526     |
 NU0722| NU1618 ANITA                                 3.480 METERS 23839     |
 NU0722| NU0576 L 160                               APPROX. 1.6 KM 2514339.1 |
 NU0722| NU0577 M 160                                              3404224.2 |
 NU0722|---------------------------------------------------------------------|
 NU0722
 NU0722                          SUPERSEDED SURVEY CONTROL
 NU0722
 NU0722  NAD 83(1986)-  42 51 59.05166(N)    112 41 57.23101(W) AD(       ) 2
 NU0722  NAD 27      -  42 51 59.37040(N)    112 41 54.26780(W) AD(       ) 2
 NU0722  NGVD 29 (??/??/92) 1357.212  (m)         4452.79   (f) ADJ UNCH    2 0
 NU0722
 NU0722.Superseded values are not recommended for survey control.
 NU0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0722.See file dsdata.txt to determine how the superseded data were derived.
 NU0722
 NU0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN6119747380(NAD 83)
 NU0722_MARKER: DE = TRAVERSE STATION DISK
 NU0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0722_STAMPING: IDA 15 W-20 1960
 NU0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0722+STABILITY: SURFACE MOTION
 NU0722
 NU0722  HISTORY     - Date     Condition        Report By
 NU0722  HISTORY     - 1960     MONUMENTED       CGS
 NU0722  HISTORY     - 1970     GOOD             NGS
 NU0722  HISTORY     - 1970     GOOD             NGS
 NU0722  HISTORY     - 1971     GOOD             USGS
 NU0722  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0722
 NU0722                          STATION DESCRIPTION
 NU0722
 NU0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0722'THE STATION IS ABOUT 2 MILES SOUTHWEST OF THE SCHILLER RAILROAD
 NU0722'SIDING, 0.15 MILE SOUTH-SOUTHEAST OF THE PRESENT ALIGNMENT OF
 NU0722'U.S. HIGHWAY 30 NORTH AND ON THE WEST END OF AN EAST-WEST SANDY
 NU0722'RIDGE WITH A SCATTERING OF SAGE BRUSH ALONG ITS NORTH CREST.
 NU0722'
 NU0722'TO REACH THE STATION FROM THE SCHILLER RAILROAD SIDING, PROCEED
 NU0722'SOUTHWESTERLY ALONG U.S. HIGHWAY 30 N FOR ABOUT 2 MILES TO A SIDE
 NU0722'ROAD LEFT AND A SIGN COMPRESSOR STATION, TURN LEFT, SOUTHERLY,
 NU0722'AND AFTER CROSSING THE RAILROAD TRACKS KEEP RIGHT ON A TRACK
 NU0722'ROAD FOR 150 YARDS TO A TRACK ROAD RIGHT, TURN RIGHT, WESTERLY,
 NU0722'FOLLOWING THE TRACK ROAD FOR 0.2 MILE ALONG THE NORTH SLOPE
 NU0722'OF THE RIGHT TO THE WEST END AND THE SUMMIT OF THE RIDGE AND
 NU0722'THE STATION SITE 7 FEET SOUTHWEST OF A METAL WITNESS POST WITH
 NU0722'SIGN ATTACHED.
 NU0722'
 NU0722'THE STATION AND UNDERGROUND MARKS, STAMPED IDA 15 W-20 1960,
 NU0722'ARE STANDARD TRAVERSE DISKS WITH THE SURFACE MARK SET IN A
 NU0722'SQUARE CONCRETE POST PROJECTING 2 INCHES.
 NU0722'
 NU0722'REFERENCE MARK 1, STAMPED IDA 15 W-20 NO 1 1960, IS A STANDARD
 NU0722'DISK SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES AND IS
 NU0722'SET ON THE NORTH SLOPE OF THE STATION HILL.
 NU0722'
 NU0722'ANITA 1959 (BIA) IS A METAL DISK OF THE BUREAU OF INDIAN AFFAIRS
 NU0722'SET IN A 6-INCH SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING
 NU0722'AREA AND STAMPED ANITA 1959.
 NU0722'
 NU0722'THE AZIMUTH MARK, STAMPED M 160 1941, IS A STANDARD BENCH
 NU0722'MARK DISK SET IN A PRECAST 6-INCH SQUARE CONCRETE POST, 0.3
 NU0722'MILE SOUTHWESTERLY FROM THE COMPRESSOR SIGN, 4 FEET SOUTH
 NU0722'OF THE RIGHT OF WAY FENCE, 45 FEET NORTH OF THE RAILROAD
 NU0722'TRACKS AND 5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 NU0722'ATTACHED.
 NU0722'
 NU0722'A 2-WHEEL DRIVE STATION.
 NU0722
 NU0722                          STATION RECOVERY (1970)
 NU0722
 NU0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NU0722'PREVIOUS DESCRIPTION FOUND IN VOL. II, PAGE 665.
 NU0722'
 NU0722'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARKS WERE
 NU0722'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 IS OUT IN THE
 NU0722'FIELD, AND HAS BEEN HIT BY HEAVY MACHINERY, BUT IS SOLID.  THERE
 NU0722'WAS NO FEASIBLE PLACE TO ESTABLISH ANOTHER REFERENCE MARK.  A
 NU0722'DIFFERENCE IN THE HORIZONTAL ANGLE TO REFERENCE MARK NO. 1 WAS
 NU0722'FOUND.
 NU0722'
 NU0722'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NU0722'
 NU0722'THE STATION IS 10 MILES EAST OF AMERICAN FALLS, AND 0.15 MILE SOUTH
 NU0722'OF THE RAILROAD TRACKS ON THE FORT HALL INDIAN RESERVATION.
 NU0722'
 NU0722'TO REACH THE STATION FROM THE SCHILLER RAILROAD SIDING GO WEST ON
 NU0722'U.S. HIGHWAY 30N FOR 1.75 MILES TO A MACADAM SIDE ROAD LEFT, AND A
 NU0722'SIGN ON THE LEFT, COMPRESSOR STATION NO. 9, TURN LEFT AND GO SOUTH
 NU0722'ON THE MACADAM ROAD FOR 0.2 MILE TO A SAND TRACK ROAD RIGHT, TURN
 NU0722'RIGHT, AND GO WEST ON THE TRACK ROAD FOR 0.15 MILE TO THE END OF
 NU0722'THE ROAD.  FROM HERE HIKE WEST ACROSS THE FIELD FOR 325 METERS
 NU0722'TO THE STATION.
 NU0722'
 NU0722'THE STATION MARK, STAMPED IDA 15 W-20 1960, IS A TRAVERSE STATION
 NU0722'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 1 FOOT BELOW
 NU0722'THE SURFACE, AND 3 FEET LOWER THAN THE TOP OF THE WITNESS POST.
 NU0722'WITH THE EXCEPTION OF A PLOT 20 FEET IN DIAMETER THE ENTIRE AREA IS
 NU0722'BEING CULTIVATED.  THE IMMEDIATE AREA AROUND THE STATION IS
 NU0722'BEING USED FOR A TRASH DUMP MAKING THE MARK DIFFICULT TO
 NU0722'RECOVER, THEREFORE FOUR 2 INCH X 4 INCH STAKES THAT
 NU0722'PROJECT 2 FEET WERE DRIVEN IN, ONE ON EACH SIDE OF THE
 NU0722'MONUMENT.
 NU0722'
 NU0722'REFERENCE MARK NO. 1, STAMPED IDA 15 W-20 1960, IS A STANDARD DISK
 NU0722'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS 1 INCH BELOW THE
 NU0722'SURFACE.  IT IS 48 FEET NORTH-NORTHEAST OF THE WITNESS POST IN
 NU0722'THE CULTIVATED FIELD.
 NU0722'
 NU0722'ANITA 1959 (BIA), STAMPED ANITA 1959, IS A BUREAU OF INDIAN AFFAIRS
 NU0722'DISK SET IN A 6-INCH SQUARE CONCRETE POST THAT IS 5 INCHES BELOW
 NU0722'THE SURFACE, AND 11 FEET SOUTHWEST OF THE WITNESS POST IN THE
 NU0722'EDGE OF THE CULTIVATED FIELD.
 NU0722'
 NU0722'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 30N,
 NU0722'AND THE MACADAM ROAD SOUTH, GO WEST ON U.S. HIGHWAY 30N FOR 0.35
 NU0722'MILE TO BENCH MARK M 160 1941 ON THE LEFT.
 NU0722'
 NU0722'BENCH MARK M 160, (AZIMUTH MARK), IS A STANDARD BENCH MARK DISK,
 NU0722'STAMPED M 160 1941 SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT
 NU0722'PROJECTS 10 INCHES.  IT IS 0.2 MILE EAST OF RAILROAD MILE POST 229,
 NU0722'95 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 30N, 45 FEET NORTH OF
 NU0722'THE NEAREST RAIL OF THE RAILROAD TRACKS, 7 FEET NORTHWEST OF A
 NU0722'TELEPHONE POLE, AND 4 FEET SOUTH OF A METAL WITNESS POST THAT
 NU0722'WAS SET IN THE RIGHT-OF-WAY FENCE LINE.
 NU0722
 NU0722                          STATION RECOVERY (1970)
 NU0722
 NU0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NU0722'10.0 MI E FROM AMERICAN FALLS.
 NU0722'2.0 MILES SOUTHWEST OF THE SCHILLER RAILROAD SIDING, 0.15 MILE SOUTH
 NU0722'OF THE RAILROAD TRACKS, AND 1.0 FOOT NORTH OF A METAL WITNESS POST SET
 NU0722'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 1 FOOT BELOW THE
 NU0722'SURFACE, AND 3 FEET LOWER THAN THE TOP OF THE WITNESS POST.  NOTE--
 NU0722'WITH THE EXCEPTION OF A PLOT 20 FEET IN DIAMETER THE ENTIRE AREA IS
 NU0722'BEING CULTIVATED.  THE IMMEDIATE AREA AROUND THE STATION IS BEING USED
 NU0722'FOR A TRASH DUMP MAKING THE MARK DIFFICULT TO RECOVER, THEREFORE FOUR
 NU0722'2 X 4 IN. STAKES THAT PROJECT 2 FEET WERE DRIVEN IN, ONE ON EACH SIDE
 NU0722'OF THE MONUMENT.
 NU0722
 NU0722                          STATION RECOVERY (1971)
 NU0722
 NU0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GLC)
 NU0722'STATION MARK AND R.M. ANITA 1959 (BIA) FOUND IN GOOD CONDITION.
 NU0722'
 NU0722'R.M. 1 HAS BEEN HIT BY FARM EQUIPMENT AND KNOCKED ABOUT 1
 NU0722'FOOT SOUTHWEST.
 NU0722'
 NU0722'ALL MARKS ARE NOW LOCATED IN A PLOWED FIELD AND ARE SUBJECT
 NU0722'TO BEING COVERED BY BLOW SAND.  TO REACH DESCRIPTION IS STILL GOOD.
 NU0722
 NU0722                          STATION RECOVERY (1983)
 NU0722
 NU0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0722'NOT RECOVERED.  AREA DESCRIBED NOW UNDER CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0721 ***********************************************************************
 NU0721  DESIGNATION -  IDA 15 W 20 RM 1
 NU0721  PID         -  NU0721
 NU0721  STATE/COUNTY-  ID/POWER
 NU0721  USGS QUAD   -  WHEATGRASS BENCH (1971)
 NU0721
 NU0721                         *CURRENT SURVEY CONTROL
 NU0721  ___________________________________________________________________
 NU0721* NAD 83(1986)-  42 51 59.     (N)    112 41 57.     (W)     SCALED    
 NU0721* NAVD 88     -      1357.966  (meters)    4455.26   (feet)  ADJUSTED  
 NU0721  ___________________________________________________________________
 NU0721  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 NU0721  DYNAMIC HT  -        1357.190 (meters)    4452.71  (feet)  COMP
 NU0721  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 NU0721
 NU0721  VERT ORDER  -  SECOND    CLASS 0
 NU0721
 NU0721.The horizontal coordinates were scaled from a topographic map and have
 NU0721.an estimated accuracy of +/- 6 seconds.
 NU0721
 NU0721.The orthometric height was determined by differential leveling
 NU0721.and adjusted by the National Geodetic Survey in June 1991..
 NU0721
 NU0721.The geoid height was determined by GEOID03.
 NU0721
 NU0721.The dynamic height is computed by dividing the NAVD 88
 NU0721.geopotential number by the normal gravity value computed on the
 NU0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0721.degrees latitude (g = 980.6199 gals.).
 NU0721
 NU0721.The modeled gravity was interpolated from observed gravity values.
 NU0721
 NU0721;                    North         East    Units  Estimated Accuracy
 NU0721;SPC ID E     -   133,390.      156,490.      MT  (+/- 180 meters Scaled)
 NU0721
 NU0721                          SUPERSEDED SURVEY CONTROL
 NU0721
 NU0721  NGVD 29 (??/??/92) 1356.929  (m)         4451.86   (f) ADJ UNCH    2 0
 NU0721
 NU0721.Superseded values are not recommended for survey control.
 NU0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0721.See file dsdata.txt to determine how the superseded data were derived.
 NU0721
 NU0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN612473(NAD 83)
 NU0721_MARKER: DR = REFERENCE MARK DISK
 NU0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0721_STAMPING: IDA 15 W-20 NO 1 1960
 NU0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0721+STABILITY: SURFACE MOTION
 NU0721
 NU0721  HISTORY     - Date     Condition        Report By
 NU0721  HISTORY     - 1960     MONUMENTED       CGS
 NU0721  HISTORY     - 1970     GOOD             NGS
 NU0721  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0721
 NU0721                          STATION DESCRIPTION
 NU0721
 NU0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NU0721'10.0 MI E FROM AMERICAN FALLS.
 NU0721'2.0 MILES SOUTHWEST OF THE SCHILLER RAILROAD SIDING, 0.15 MILE SOUTH
 NU0721'OF THE RAILROAD TRACKS, 48 FEET NORTH-NORTHEAST OF A METAL WITNESS
 NU0721'POST, AND 47 FEET NORTH-NORTHEAST OF TRAVERSE STATION IDA 15 W-20 1960
 NU0721'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS IN THE CULTIVATED
 NU0721'FIELD 1 INCH BELOW THE SURFACE.  NOTE-- THIS MONUMENT HAS BEEN HIT BY
 NU0721'HEAVY MACHINERY, AND ITS ELEVATION SHOULD BE USED WITH CAUTION. NOTE--
 NU0721'USE WITH CAUTION.
 NU0721
 NU0721                          STATION RECOVERY (1983)
 NU0721
 NU0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0721'NOT RECOVERED.  AREA DESCRIBED NOW UNDER CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1340 ***********************************************************************
 NU1340  DESIGNATION -  IDA 15 W 21
 NU1340  PID         -  NU1340
 NU1340  STATE/COUNTY-  ID/POWER
 NU1340  USGS QUAD   -  SCHILLER (1971)
 NU1340
 NU1340                         *CURRENT SURVEY CONTROL
 NU1340  ___________________________________________________________________
 NU1340* NAD 83(1992)-  42 52 58.03995(N)    112 39 12.81836(W)     ADJUSTED  
 NU1340* NAVD 88     -      1350.873  (meters)    4431.99   (feet)  ADJUSTED  
 NU1340  ___________________________________________________________________
 NU1340  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 NU1340  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NU1340  DYNAMIC HT  -        1350.105 (meters)    4429.47  (feet)  COMP
 NU1340  MODELED GRAV-     980,005.2   (mgal)                       NAVD 88
 NU1340
 NU1340  HORZ ORDER  -  SECOND
 NU1340  VERT ORDER  -  SECOND    CLASS 0
 NU1340
 NU1340.The horizontal coordinates were established by classical geodetic methods
 NU1340.and adjusted by the National Geodetic Survey in July 1992..
 NU1340
 NU1340.The orthometric height was determined by differential leveling
 NU1340.and adjusted by the National Geodetic Survey in June 1991..
 NU1340
 NU1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1340
 NU1340.The geoid height was determined by GEOID03.
 NU1340
 NU1340.The dynamic height is computed by dividing the NAVD 88
 NU1340.geopotential number by the normal gravity value computed on the
 NU1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1340.degrees latitude (g = 980.6199 gals.).
 NU1340
 NU1340.The modeled gravity was interpolated from observed gravity values.
 NU1340
 NU1340;                    North         East     Units Scale Factor Converg.
 NU1340;SPC ID E     -   135,193.081   160,224.868   MT  0.99996682   -0 19 52.8
 NU1340;UTM  12      - 4,749,125.036   364,963.673   MT  0.99982433   -1 07 31.5
 NU1340
 NU1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1340!SPC ID E     -   0.99979026  x   0.99996682  =   0.99975709
 NU1340!UTM  12      -   0.99979026  x   0.99982433  =   0.99961463
 NU1340
 NU1340|---------------------------------------------------------------------|
 NU1340| PID    Reference Object                     Distance      Geod. Az  |
 NU1340|                                                           dddmmss.s |
 NU1340| NU1312 IDA 15 W 21 RM 2                     14.995 METERS 00415     |
 NU1340| NU1311 IDA 15 W 21 RM 1                     19.573 METERS 06304     |
 NU1340| NU0579 N 160                                              2443526.6 |
 NU1340| NU0719 IDA 15 W 21 2                        63.068 METERS 31543     |
 NU1340|---------------------------------------------------------------------|
 NU1340
 NU1340                          SUPERSEDED SURVEY CONTROL
 NU1340
 NU1340  NAD 83(1986)-  42 52 58.03450(N)    112 39 12.80531(W) AD(       ) 2
 NU1340  NAD 27      -  42 52 58.35020(N)    112 39 09.85240(W) AD(       ) 2
 NU1340  NGVD 29 (??/??/92) 1349.84   (m)         4428.6    (f) COMPUTED    2 0
 NU1340
 NU1340.Superseded values are not recommended for survey control.
 NU1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1340.See file dsdata.txt to determine how the superseded data were derived.
 NU1340
 NU1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN6496449125(NAD 83)
 NU1340_MARKER: DE = TRAVERSE STATION DISK
 NU1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1340_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1340
 NU1340  HISTORY     - Date     Condition        Report By
 NU1340  HISTORY     - 1960     MONUMENTED       CGS
 NU1340  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NU1340
 NU1340                          STATION DESCRIPTION
 NU1340
 NU1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1340'THE STATION IS ALONG THE NORTH SIDE OF U.S. HIGHWAY 30N, ABOUT
 NU1340'12 MILES WEST-SOUTHWEST OF POCATELLO, 0.5 MILE WEST OF BANNOCK
 NU1340'CREEK AND 0.3 MILE NORTHEAST OF SCHILLER RAILROAD SIDING.
 NU1340'
 NU1340'TO REACH THE STATION FROM THE ENTRANCE TO THE POCATELLO
 NU1340'MUNICIPAL AIRPORT, DRIVE WEST-SOUTHWEST ON U.S. HIGHWAY 30N
 NU1340'FOR 4.25 MILES TO SCHILLER RAILROAD SIDING ON THE LEFT AND
 NU1340'A SIDE ROAD AND CATTLE GUARD ON THE RIGHT*.  TURN RIGHT, CROSS
 NU1340'THE CATTLE GUARD AND DRIVE EAST-NORTHEAST ON A TRACK ROAD ALONG
 NU1340'THE NORTH SIDE OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE FOR
 NU1340'0.3 MILE TO A NORTH-SOUTH GRAVELED ROAD AND THE STATION.
 NU1340'
 NU1340'THE UNDERGROUND AND SURFACE MARKS ARE STANDARD TRAVERSE STATION
 NU1340'DISKS STAMPED IDA 15W - 21 1960.  THE SURFACE MARK IS SET IN
 NU1340'THE TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES IN DIAMETER
 NU1340'AND PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU1340'IT IS 0.05 MILE NORTH OF U.S. HIGHWAY 30N, 42.5 FEET WEST OF
 NU1340'THE NORTH-SOUTH GRAVELED ROAD AND 6 FEET SOUTHWEST OF A METAL
 NU1340'WITNESS POST WITH SIGN.
 NU1340'
 NU1340'REFERENCE MARK 1, STAMPED IDA 15W - 21 NO 1 1960, IS A STANDARD
 NU1340'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS ABOUT
 NU1340'12 INCHES IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE SURFACE
 NU1340'OF THE GROUND.  IT IS 22 FEET EAST OF THE CENTER OF THE
 NU1340'NORTH-SOUTH GRAVELED ROAD AND ABOUT THE SAME ELEVATION AS THE
 NU1340'STATION.
 NU1340'
 NU1340'REFERENCE MARK 2, STAMPED IDA 15W - 21 NO 2 1960, IS A STANDARD
 NU1340'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12
 NU1340'INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE
 NU1340'OF THE GROUND.  IT IS 19 FEET WEST OF THE CENTER OF THE
 NU1340'NORTH-SOUTH GRAVELED ROAD AND ABOUT THE SAME ELEVATION AS THE
 NU1340'STATION.
 NU1340'
 NU1340'THE BENCH MARK IS A STANDARD DISK, STAMPED N 160 1941.  IT IS
 NU1340'SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 8 INCHES SQUARE,
 NU1340'PROJECTS 5 INCHES ABOVE THE GROUND LEVEL AND IS 5.5 FEET SOUTH
 NU1340'OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE AND METAL WITNESS POST
 NU1340'WITH SIGN.  *TO REACH THE BENCH MARK, CONTINUE WESTERLY ALONG
 NU1340'U.S. HIGHWAY 30N FOR 0.7 MILE TO THE MARK WITHIN THE UNION
 NU1340'PACIFIC RAILROAD RIGHT-OF-WAY ON THE LEFT.
 NU1340
 NU1340                          STATION RECOVERY (1970)
 NU1340
 NU1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NU1340'THE STATION MARK, BOTH REFERENCE MARKS, AND BENCH MARK N 160
 NU1340'1941, (AZIMUTH MARK), WERE RECOVERED IN GOOD CONDITION.  THE
 NU1340'STATION MARK, AND BOTH REFERENCE MARKS WERE THEN DESTROYED TO
 NU1340'PERMIT HIGHWAY CONSTRUCTION, FOR WHICH TRIANGULATION STATION
 NU1340'IDA 15 W-21 2 WAS ESTABLISHED, AND FORM 525 SUBMITTED.
 NU1340'
 NU1340'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 NU1340'WEST OF POCATELLO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0719 ***********************************************************************
 NU0719  DESIGNATION -  IDA 15 W 21 2
 NU0719  PID         -  NU0719
 NU0719  STATE/COUNTY-  ID/POWER
 NU0719  USGS QUAD   -  SCHILLER (1971)
 NU0719
 NU0719                         *CURRENT SURVEY CONTROL
 NU0719  ___________________________________________________________________
 NU0719* NAD 83(1992)-  42 52 59.50300(N)    112 39 14.75891(W)     ADJUSTED  
 NU0719* NAVD 88     -      1350.19   (meters)    4429.7    (feet)  RESET     
 NU0719  ___________________________________________________________________
 NU0719  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 NU0719  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NU0719
 NU0719  HORZ ORDER  -  THIRD
 NU0719  VERT ORDER  -  THIRD
 NU0719
 NU0719.The horizontal coordinates were established by classical geodetic methods
 NU0719.and adjusted by the National Geodetic Survey in July 1992..
 NU0719.No horizontal observational check was made to the station.
 NU0719
 NU0719.The orthometric height was computed from unverified reset data.
 NU0719
 NU0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0719
 NU0719.The geoid height was determined by GEOID03.
 NU0719
 NU0719;                    North         East     Units Scale Factor Converg.
 NU0719;SPC ID E     -   135,238.481   160,181.094   MT  0.99996687   -0 19 54.1
 NU0719;UTM  12      - 4,749,171.031   364,920.539   MT  0.99982448   -1 07 32.9
 NU0719
 NU0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0719!SPC ID E     -   0.99979037  x   0.99996687  =   0.99975725
 NU0719!UTM  12      -   0.99979037  x   0.99982448  =   0.99961489
 NU0719
 NU0719|---------------------------------------------------------------------|
 NU0719| PID    Reference Object                     Distance      Geod. Az  |
 NU0719|                                                           dddmmss.s |
 NU0719| NU0717 IDA 15 W 21 2 RM 3                   14.580 METERS 06716     |
 NU0719| NU1340 IDA 15 W 21                          63.068 METERS 13543     |
 NU0719| NU0579 N 160                                              2422700.0 |
 NU0719| NU0718 IDA 15 W 21 2 RM 4                   17.608 METERS 24709     |
 NU0719|---------------------------------------------------------------------|
 NU0719
 NU0719                          SUPERSEDED SURVEY CONTROL
 NU0719
 NU0719  NAD 83(1986)-  42 52 59.49759(N)    112 39 14.74591(W) AD(       ) 3
 NU0719  NAD 27      -  42 52 59.81364(N)    112 39 11.79331(W) AD(       ) 3
 NU0719  NGVD 29 (07/19/86) 1349.15   (m)         4426.3    (f) LEVELING    3  
 NU0719
 NU0719.Superseded values are not recommended for survey control.
 NU0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0719.See file dsdata.txt to determine how the superseded data were derived.
 NU0719
 NU0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN6492149171(NAD 83)
 NU0719_MARKER: DS = TRIANGULATION STATION DISK
 NU0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0719_STAMPING: IDA 15 W-21 2 1970 BM RESET
 NU0719_MARK LOGO: CGS   
 NU0719_PROJECTION: PROJECTING 10 CENTIMETERS
 NU0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0719+STABILITY: SURFACE MOTION
 NU0719
 NU0719  HISTORY     - Date     Condition        Report By
 NU0719  HISTORY     - 1970     MONUMENTED       NGS
 NU0719  HISTORY     - 1970     GOOD             CGS
 NU0719  HISTORY     - 1983     GOOD             NGS
 NU0719
 NU0719                          STATION DESCRIPTION
 NU0719
 NU0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NU0719'THE STATION IS 12 MILES WEST OF POCATELLO ON THE NORTH RIGHT-OF-WAY
 NU0719'OF THE FRONTAGE ROAD THAT PARALLELS INTERSTATE HIGHWAY 15W.
 NU0719'
 NU0719'TO REACH THE STATION FROM THE BANNOCK COUNTY COURTHOUSE GO
 NU0719'NORTHWEST ON U.S. HIGHWAY 30N FOR 5.8 MILES TO INTERSTATE 15W,
 NU0719'TURN LEFT AND GO WEST ON INTERSTATE 15W FOR 6.7 MILES TO THE
 NU0719'STATION ON THE RIGHT.
 NU0719'
 NU0719'TO REACH B.M. N 160 1941, (AZIMUTH MARK) FROM THE STATION
 NU0719'CONTINUE WEST ON INTERSTATE 15W FOR 1.0 MILE TO THE BENCH MARK
 NU0719'ON THE LEFT.
 NU0719'
 NU0719'THE STATION MARK, STAMPED IDA 15 W-21 2 1970 BM RESET, IS
 NU0719'A STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 NU0719'THAT PROJECTS 2 INCHES.  IT IS 0.5 MILE NORTHEAST OF THE
 NU0719'SCHILLER RAILROAD SIDING, 100 FEET WEST OF THE CENTER OF A
 NU0719'DRIVEWAY NORTH, 55 FEET NORTH OF THE PROPOSED CENTER OF THE
 NU0719'FRONTAGE ROAD, 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE,
 NU0719'AND 1 FOOT EAST OF A METAL WITNESS POST.
 NU0719'
 NU0719'REFERENCE MARK NO. 3, STAMPED IDA 15 W-21 2 NO 3 1970 BM RESET,
 NU0719'IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT
 NU0719'IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES, 55 FEET NORTH
 NU0719'OF THE PROPOSED CENTER OF THE FRONTAGE ROAD, 50 FEET WEST OF
 NU0719'THE CENTER OF A DRIVEWAY NORTH, AND 5 FEET SOUTH OF THE
 NU0719'RIGHT-OF-WAY FENCE LINE.
 NU0719'
 NU0719'REFERENCE MARK NO. 4, STAMPED IDA 15 W-21 2 NO 4 1970 BM RESET,
 NU0719'IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT
 NU0719'IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES, 55 FEET NORTH
 NU0719'OF THE PROPOSED CENTER OF THE FRONTAGE ROAD, AND 5 FEET SOUTH
 NU0719'OF THE RIGHT-OF-WAY FENCE LINE.
 NU0719'
 NU0719'THE BENCH MARK IS A STANDARD DISK, STAMPED N 160 1941, SET IN
 NU0719'A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES, 0.5
 NU0719'MILE WEST OF SCHILLER RAILROAD SIDING, 0.3 MILE WEST OF
 NU0719'RAILROAD MILE POST NO. 227, 99 FEET SOUTH OF THE CENTER OF THE
 NU0719'HIGHWAY, 42 FEET NORTH OF THE NEAREST RAIL OF THE RAILROAD
 NU0719'TRACKS, AND 5.5 FEET SOUTH OF A METAL WITNESS POST THAT WAS
 NU0719'SET IN THE RIGHT-OF-WAY FENCE LINE.
 NU0719
 NU0719                          STATION RECOVERY (1970)
 NU0719
 NU0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 NU0719'12.0 MI W FROM POCATELLO.
 NU0719'4.0 MILES SOUTHWEST OF THE POCATELLO MUNICIPAL AIRPORT, 0.5 MILE
 NU0719'NORTHEAST OF THE SCHILLER RAILROAD SIDING, 100 FEET WEST OF THE CENTER
 NU0719'OF A DRIVEWAY NORTH, 55 FEET NORTH OF THE PROPOSED CENTER OF THE
 NU0719'FRONTAGE ROAD, 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT
 NU0719'EAST OF A METAL WITNESS POST SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 NU0719'THAT PROJECTS 2 INCHES.
 NU0719
 NU0719                          STATION RECOVERY (1983)
 NU0719
 NU0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0719'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO IN 1983.
 NU0719'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 NU0719'THE MARK IS 2.4 M ABOVE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0718 ***********************************************************************
 NU0718  DESIGNATION -  IDA 15 W 21 2 RM 4
 NU0718  PID         -  NU0718
 NU0718  STATE/COUNTY-  ID/POWER
 NU0718  USGS QUAD   -  SCHILLER (1971)
 NU0718
 NU0718                         *CURRENT SURVEY CONTROL
 NU0718  ___________________________________________________________________
 NU0718* NAD 83(1986)-  42 52 59.     (N)    112 39 14.     (W)     SCALED    
 NU0718* NAVD 88     -      1350.58   (meters)    4431.0    (feet)  RESET     
 NU0718  ___________________________________________________________________
 NU0718  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NU0718
 NU0718  VERT ORDER  -  THIRD
 NU0718
 NU0718.This mark is at Pocatello Regional Airport (PIH)
 NU0718
 NU0718.The horizontal coordinates were scaled from a topographic map and have
 NU0718.an estimated accuracy of +/- 6 seconds.
 NU0718
 NU0718.The orthometric height was computed from unverified reset data.
 NU0718
 NU0718.The geoid height was determined by GEOID03.
 NU0718
 NU0718;                    North         East    Units  Estimated Accuracy
 NU0718;SPC ID E     -   135,220.      160,200.      MT  (+/- 180 meters Scaled)
 NU0718
 NU0718                          SUPERSEDED SURVEY CONTROL
 NU0718
 NU0718.No superseded survey control is available for this station.
 NU0718
 NU0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN649491(NAD 83)
 NU0718_MARKER: DR = REFERENCE MARK DISK
 NU0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0718_STAMPING: IDA 15 W-21 2 NO 4 1970 BM RESET
 NU0718_MARK LOGO: NGS   
 NU0718_PROJECTION: PROJECTING 15 CENTIMETERS
 NU0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0718+STABILITY: SURFACE MOTION
 NU0718
 NU0718  HISTORY     - Date     Condition        Report By
 NU0718  HISTORY     - 1970     MONUMENTED       NGS
 NU0718  HISTORY     - 1983     GOOD             NGS
 NU0718
 NU0718                          STATION DESCRIPTION
 NU0718
 NU0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NU0718'12.0 MI W FROM POCATELLO.
 NU0718'4.0 MILES SOUTHWEST OF THE POCATELLO MUNICIPAL AIRPORT, 0.5 MILE
 NU0718'NORTHEAST OF THE SCHILLER RAILROAD SIDING, 58 FEET WEST OF
 NU0718'TRIANGULATION STATION IDA 15 W-21 2, 55 FEET NORTH OF THE PROPOSED
 NU0718'CENTER OF THE FRONTAGE ROAD, AND 5 FEET SOUTH OF THE RIGHT-OF-WAY
 NU0718'FENCE LINE.  IT IS SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 NU0718'12-INCHES IN DIAMETER, AND PROJECTS 3 INCHES.
 NU0718
 NU0718                          STATION RECOVERY (1983)
 NU0718
 NU0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0718'RECOVERED IN GOOD CONDITION.
 NU0718'THE MARK IS 17.8 METERS  W FROM A WITNESS POST.
 NU0718'THE MARK IS 2.4 M ABOVE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0714 ***********************************************************************
 NU0714  DESIGNATION -  IDA 15 W 22
 NU0714  PID         -  NU0714
 NU0714  STATE/COUNTY-  ID/POWER
 NU0714  USGS QUAD   -  MICHAUD (1984)
 NU0714
 NU0714                         *CURRENT SURVEY CONTROL
 NU0714  ___________________________________________________________________
 NU0714* NAD 83(1992)-  42 53 49.94535(N)    112 35 21.07316(W)     ADJUSTED  
 NU0714* NAVD 88     -      1362.039  (meters)    4468.62   (feet)  ADJUSTED  
 NU0714  ___________________________________________________________________
 NU0714  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 NU0714  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 NU0714  DYNAMIC HT  -        1361.273 (meters)    4466.11  (feet)  COMP
 NU0714  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 NU0714
 NU0714  HORZ ORDER  -  SECOND
 NU0714  VERT ORDER  -  FIRST     CLASS II
 NU0714
 NU0714.This mark is at Pocatello Regional Airport (PIH)
 NU0714
 NU0714.The horizontal coordinates were established by classical geodetic methods
 NU0714.and adjusted by the National Geodetic Survey in July 1992..
 NU0714
 NU0714.The orthometric height was determined by differential leveling
 NU0714.and adjusted by the National Geodetic Survey in June 1991..
 NU0714
 NU0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0714
 NU0714.The geoid height was determined by GEOID03.
 NU0714
 NU0714.The dynamic height is computed by dividing the NAVD 88
 NU0714.geopotential number by the normal gravity value computed on the
 NU0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0714.degrees latitude (g = 980.6199 gals.).
 NU0714
 NU0714.The modeled gravity was interpolated from observed gravity values.
 NU0714
 NU0714;                    North         East     Units Scale Factor Converg.
 NU0714;SPC ID E     -   136,766.322   165,491.700   MT  0.99996201   -0 17 15.4
 NU0714;UTM  12      - 4,750,624.901   370,251.019   MT  0.99980711   -1 04 54.8
 NU0714
 NU0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0714!SPC ID E     -   0.99978849  x   0.99996201  =   0.99975050
 NU0714!UTM  12      -   0.99978849  x   0.99980711  =   0.99959564
 NU0714
 NU0714:                Primary Azimuth Mark                     Grid Az
 NU0714:SPC ID E     -  MCDOUGALL                                072 05 26.4
 NU0714:UTM  12      -  MCDOUGALL                                072 53 05.8
 NU0714
 NU0714|---------------------------------------------------------------------|
 NU0714| PID    Reference Object                     Distance      Geod. Az  |
 NU0714|                                                           dddmmss.s |
 NU0714| NU0709 MCDOUGALL                           APPROX. 4.3 KM 0714811.0 |
 NU0714| NU0712 IDA 15 W 22 RM 1                     19.365 METERS 09712     |
 NU0714| NU0713 IDA 15 W 22 RM 2                     12.018 METERS 15444     |
 NU0714|---------------------------------------------------------------------|
 NU0714
 NU0714                          SUPERSEDED SURVEY CONTROL
 NU0714
 NU0714  NAD 83(1986)-  42 53 49.93946(N)    112 35 21.05978(W) AD(       ) 2
 NU0714  NAD 27      -  42 53 50.25310(N)    112 35 18.10720(W) AD(       ) 2
 NU0714  NGVD 29 (??/??/92) 1361.010  (m)         4465.25   (f) ADJ UNCH    1 2
 NU0714
 NU0714.Superseded values are not recommended for survey control.
 NU0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0714.See file dsdata.txt to determine how the superseded data were derived.
 NU0714
 NU0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN7025150625(NAD 83)
 NU0714_MARKER: DE = TRAVERSE STATION DISK
 NU0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0714_STAMPING: IDA 15W-22 1960
 NU0714_MARK LOGO: CGS   
 NU0714_PROJECTION: PROJECTING 18 CENTIMETERS
 NU0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0714+STABILITY: SURFACE MOTION
 NU0714
 NU0714  HISTORY     - Date     Condition        Report By
 NU0714  HISTORY     - 1960     MONUMENTED       CGS
 NU0714  HISTORY     - 1960     GOOD             CGS
 NU0714  HISTORY     - 1962     GOOD             CGS
 NU0714  HISTORY     - 1965     GOOD             CGS
 NU0714  HISTORY     - 1969     GOOD             CGS
 NU0714  HISTORY     - 1983     GOOD             NGS
 NU0714  HISTORY     - 20020620 GOOD             IDTD
 NU0714
 NU0714                          STATION DESCRIPTION
 NU0714
 NU0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0714'THE STATION IS ALONG THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 NU0714'30N, ABOUT 7-1/2 MILES WEST OF POCATELLO, 1.3 MILES EAST OF THE
 NU0714'MICHAUD RAILROAD SIDING AND 1.0 MILE SOUTH OF THE POCATELLO
 NU0714'MUNICIPAL AIRPORT.  IT IS JUST NORTH OF THE EAST END OF A
 NU0714'RAILROAD SIDING AND 0.1 MILE EAST OF A LARGE WAREHOUSE WHICH
 NU0714'IS BEING RAZED AT THIS TIME.
 NU0714'
 NU0714'TO REACH THE STATION FROM THE INTERSECTION OF POLELINE ROAD
 NU0714'AND U.S. HIGHWAY 30N, AT THE NORTHWEST SIDE OF POCATELLO,
 NU0714'DRIVE WESTERLY ON U.S. HIGHWAY 30N FOR 6.5 MILES TO THE
 NU0714'ENTRANCE ROAD TO THE POCATELLO MUNICIPAL AIRPORT ON THE RIGHT.
 NU0714'CONTINUE WEST ON THE HIGHWAY FOR 0.6 MILE TO A GRAVELED SIDE
 NU0714'ROAD ON THE LEFT, A RAILROAD SIDING AND THE STATION.
 NU0714'
 NU0714'THE SURFACE MARK, WITH UNDERGROUND MARK, IS A STANDARD TRAVERSE
 NU0714'STATION MARK DISK STAMPED IDA 15W - 22 1960.  IT IS SET IN THE
 NU0714'TOP OF A CONCRETE POST WHICH IS ABOUT 12 INCHES SQUARE AND
 NU0714'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK
 NU0714'IS 89 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 30N, 69 FEET
 NU0714'WEST OF THE GRAVELED SIDE ROAD, 26.5 FEET NORTH OF THE NORTH
 NU0714'RAILROAD RIGHT-OF-WAY FENCE AND 6 FEET NORTH OF A METAL
 NU0714'WITNESS POST WITH SIGN.
 NU0714'
 NU0714'REFERENCE MARK 1, STAMPED IDA 15W - 22 NO 1 1960, IS A STANDARD
 NU0714'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 NU0714'SQUARE AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU0714'IT IS 35 FEET NORTH OF THE NORTH RAIL OF A RAILROAD SPUR
 NU0714'TRACK, 12 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND
 NU0714'1.5 FEET NORTHWEST OF A LARGE RAILROAD RIGHT-OF-WAY FENCE
 NU0714'POST WHICH PROJECTS FROM THE WEST EDGE OF THE GRAVELED ROAD.
 NU0714'
 NU0714'REFERENCE MARK 2, STAMPED IDA 15W - 22 NO 2 1960, IS A STANDARD
 NU0714'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 12
 NU0714'INCHES SQUARE AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 NU0714'GROUND.  IT IS SITUATED WITHIN THE RAILROAD RIGHT-OF-WAY,
 NU0714'23.5 FEET NORTH OF THE NORTH RAIL OF A RAILROAD SPUR TRACK
 NU0714'AND 16 FEET SOUTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE.
 NU0714
 NU0714                          STATION RECOVERY (1960)
 NU0714
 NU0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0714'0.6 MI W FROM POCATELLO MUNICIPAL AIRPORT.
 NU0714'0.6 MILE WEST ON U.S. HIGHWAY 30N FROM THE MAIN ENTRANCE TO THE
 NU0714'POCATELLO MUNICIPAL AIRPORT TO A RAILROAD GRADE CROSSING ON THE LEFT,
 NU0714'63.53 FEET WEST OF R.M. 1, 39.42 FEET NORTH OF R.M. 2, 89 FEET SOUTH
 NU0714'OF THE CENTERLINE OF THE HIGHWAY, 69 FEET WEST OF A GRAVEL ROAD, 6
 NU0714'FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE
 NU0714'POST PROJECTING 6 INCHES.
 NU0714
 NU0714                          STATION RECOVERY (1962)
 NU0714
 NU0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (MJU)
 NU0714'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION,
 NU0714'AS DESCRIBED BY WWH,
 NU0714
 NU0714                          STATION RECOVERY (1965)
 NU0714
 NU0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 NU0714'THE STATION MARK, STAMPED IDA 15W-22 1960 AND THE REFERENCE
 NU0714'MARKS, STAMPED IDA 15W-22 1960 NO 1 AND NO 2, RESPECTIVELY,
 NU0714'WERE RECOVERED AS DESCRIBED.
 NU0714
 NU0714                          STATION RECOVERY (1969)
 NU0714
 NU0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 NU0714'THE STATION MARK, STAMPED IDA 15W 22 1960, REFERENCE MARK NO.
 NU0714'1, STAMPED IDA 15W 22 NO 1 1960 AND REFERENCE MARK NO. 2,
 NU0714'STAMPED IDA 15W 22 NO 2 1960 WERE RECOVERED IN GOOD CONDITION.
 NU0714'ROADS HAVE CHANGED.  A NEW TO REACH FOLLOWS.
 NU0714'
 NU0714'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN POCATELLO
 NU0714'GO NORTHWEST ON U.S. HIGHWAY 30N FOR 5.4 MILES TO A FRONTAGE
 NU0714'ROAD LEFT, JUST BEFORE REACHING INTERSTATE 15W, TURN LEFT
 NU0714'AND GO WEST ON THE FRONTAGE ROAD FOR 2.5 MILES TO THE APPROACH
 NU0714'TO THE AIRPORT, CONTINUE WEST ON THE FRONTAGE ROAD FOR 0.75
 NU0714'MILE TO A SIDE ROAD AND THE STATION ON THE LEFT.
 NU0714'
 NU0714'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 NU0714'WEST OF POCATELLO
 NU0714
 NU0714                          STATION RECOVERY (1983)
 NU0714
 NU0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0714'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.3 KM
 NU0714'(7.7 MI) NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0714'AT POCATELLO, IN THE SOUTHWEST CORNER OF THE CROSSING OF A PAVED ROAD,
 NU0714'23.1 METERS (76 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 NU0714'TRACKS, 21.6 KM (71 FT) SOUTHWEST OF THE CENTER OF THE PAVED ROAD AND
 NU0714'13.8 METERS (45.5 FT) SOUTHEAST OF THE CENTER OF OLD U.S. HIGHWAY 30.
 NU0714'THE MARK IS 1.9 METERS  N FROM A WITNESS POST.
 NU0714'THE MARK IS 0.9 M BELOW THE TRACKS.
 NU0714
 NU0714                          STATION RECOVERY (2002)
 NU0714
 NU0714'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (RRE)
 NU0714'THE DESCRIPTION IS ADEQUATE, BUT THE REFERENCES TO INTERSTATE 15W
 NU0714'SHOULD BE AMENDED TO INTERESTATE 86.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0712 ***********************************************************************
 NU0712  DESIGNATION -  IDA 15 W 22 RM 1
 NU0712  PID         -  NU0712
 NU0712  STATE/COUNTY-  ID/POWER
 NU0712  USGS QUAD   -  MICHAUD (1984)
 NU0712
 NU0712                         *CURRENT SURVEY CONTROL
 NU0712  ___________________________________________________________________
 NU0712* NAD 83(1986)-  42 53 50.     (N)    112 35 21.     (W)     SCALED    
 NU0712* NAVD 88     -      1362.164  (meters)    4469.03   (feet)  ADJUSTED  
 NU0712  ___________________________________________________________________
 NU0712  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 NU0712  DYNAMIC HT  -        1361.398 (meters)    4466.52  (feet)  COMP
 NU0712  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 NU0712
 NU0712  VERT ORDER  -  SECOND    CLASS 0
 NU0712
 NU0712.This mark is at Pocatello Regional Airport (PIH)
 NU0712
 NU0712.The horizontal coordinates were scaled from a topographic map and have
 NU0712.an estimated accuracy of +/- 6 seconds.
 NU0712
 NU0712.The orthometric height was determined by differential leveling
 NU0712.and adjusted by the National Geodetic Survey in June 1991..
 NU0712
 NU0712.The geoid height was determined by GEOID03.
 NU0712
 NU0712.The dynamic height is computed by dividing the NAVD 88
 NU0712.geopotential number by the normal gravity value computed on the
 NU0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0712.degrees latitude (g = 980.6199 gals.).
 NU0712
 NU0712.The modeled gravity was interpolated from observed gravity values.
 NU0712
 NU0712;                    North         East    Units  Estimated Accuracy
 NU0712;SPC ID E     -   136,770.      165,490.      MT  (+/- 180 meters Scaled)
 NU0712
 NU0712                          SUPERSEDED SURVEY CONTROL
 NU0712
 NU0712  NGVD 29 (??/??/92) 1361.135  (m)         4465.66   (f) ADJ UNCH    2 0
 NU0712
 NU0712.Superseded values are not recommended for survey control.
 NU0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0712.See file dsdata.txt to determine how the superseded data were derived.
 NU0712
 NU0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN702506(NAD 83)
 NU0712_MARKER: DR = REFERENCE MARK DISK
 NU0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0712_STAMPING: IDA 15W-22 NO 1 1960
 NU0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0712+STABILITY: SURFACE MOTION
 NU0712
 NU0712  HISTORY     - Date     Condition        Report By
 NU0712  HISTORY     - 1960     MONUMENTED       CGS
 NU0712  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0712
 NU0712                          STATION DESCRIPTION
 NU0712
 NU0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0712'0.6 MI W FROM POCATELLO MUNICIPAL AIRPORT.
 NU0712'0.6 MILE WEST ON U.S. HIGHWAY 30N FROM THE MAIN ENTRANCE TO THE
 NU0712'POCATELLO MUNICIPAL AIRPORT, 63.53 FEET EAST OF THE STATION MARK, 35
 NU0712'FEET NORTH OF A RAILROAD SPUR TRACK, 12 FEET WEST OF THE CENTER OF A
 NU0712'GRAVEL ROAD, SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES.
 NU0712
 NU0712                          STATION RECOVERY (1983)
 NU0712
 NU0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0712'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0247 ***********************************************************************
 NU0247  DESIGNATION -  IDA 15 W 23
 NU0247  PID         -  NU0247
 NU0247  STATE/COUNTY-  ID/BANNOCK
 NU0247  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0247
 NU0247                         *CURRENT SURVEY CONTROL
 NU0247  ___________________________________________________________________
 NU0247* NAD 83(1992)-  42 55 00.89943(N)    112 29 45.63973(W)     ADJUSTED  
 NU0247* NAVD 88     -      1361.745  (meters)    4467.66   (feet)  ADJUSTED  
 NU0247  ___________________________________________________________________
 NU0247  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 NU0247  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 NU0247  DYNAMIC HT  -        1360.975 (meters)    4465.13  (feet)  COMP
 NU0247  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 NU0247
 NU0247  HORZ ORDER  -  SECOND
 NU0247  VERT ORDER  -  FIRST     CLASS II
 NU0247
 NU0247.The horizontal coordinates were established by classical geodetic methods
 NU0247.and adjusted by the National Geodetic Survey in July 1992..
 NU0247
 NU0247.The orthometric height was determined by differential leveling
 NU0247.and adjusted by the National Geodetic Survey in June 1991..
 NU0247
 NU0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0247
 NU0247.The geoid height was determined by GEOID03.
 NU0247
 NU0247.The dynamic height is computed by dividing the NAVD 88
 NU0247.geopotential number by the normal gravity value computed on the
 NU0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0247.degrees latitude (g = 980.6199 gals.).
 NU0247
 NU0247.The modeled gravity was interpolated from observed gravity values.
 NU0247
 NU0247;                    North         East     Units Scale Factor Converg.
 NU0247;SPC ID E     -   138,921.765   173,110.191   MT  0.99995626   -0 13 27.4
 NU0247;UTM  12      - 4,752,674.172   377,897.408   MT  0.99978342   -1 01 07.7
 NU0247
 NU0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0247!SPC ID E     -   0.99978850  x   0.99995626  =   0.99974477
 NU0247!UTM  12      -   0.99978850  x   0.99978342  =   0.99957197
 NU0247
 NU0247|---------------------------------------------------------------------|
 NU0247| PID    Reference Object                     Distance      Geod. Az  |
 NU0247|                                                           dddmmss.s |
 NU0247| NU0245 IDA 15 W 23 RM 1                     13.285 METERS 09050     |
 NU0247| NU1557 POCATELLO ORDNANCE DEPOT TANK       APPROX. 3.1 KM 1182200.5 |
 NU0247| NU0246 IDA 15 W 23 RM 2                     18.185 METERS 18212     |
 NU0247| NU0244 IDA 15 W 23 AZ MK                                  3451205.0 |
 NU0247|---------------------------------------------------------------------|
 NU0247
 NU0247                          SUPERSEDED SURVEY CONTROL
 NU0247
 NU0247  NAD 83(1986)-  42 55 00.89332(N)    112 29 45.62460(W) AD(       ) 2
 NU0247  NAD 27      -  42 55 01.20110(N)    112 29 42.68940(W) AD(       ) 2
 NU0247  NGVD 29 (08/20/92) 1360.698  (m)         4464.22   (f) ADJUSTED    1 2
 NU0247
 NU0247.Superseded values are not recommended for survey control.
 NU0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0247.See file dsdata.txt to determine how the superseded data were derived.
 NU0247
 NU0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN7789752674(NAD 83)
 NU0247_MARKER: DS = TRIANGULATION STATION DISK
 NU0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0247_STAMPING: IDA 15-W 23 1960
 NU0247_MARK LOGO: CGS   
 NU0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0247+STABILITY: SURFACE MOTION
 NU0247
 NU0247  HISTORY     - Date     Condition        Report By
 NU0247  HISTORY     - 1960     MONUMENTED       CGS
 NU0247  HISTORY     - 1960     GOOD             CGS
 NU0247  HISTORY     - 1965     GOOD             CGS
 NU0247  HISTORY     - 1972     GOOD             NGS
 NU0247  HISTORY     - 1983     GOOD             NGS
 NU0247
 NU0247                          STATION DESCRIPTION
 NU0247
 NU0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0247'THE STATION IS 1.5 MILES WEST AND 0.2 MILE SOUTH FROM THE
 NU0247'INTERSECTION OF U.S. HIGHWAYS 91, 191 AND CHUBBUCK ROAD IN
 NU0247'THE VILLAGE OF CHUBBUCK, 30 FEET NORTH OF A TELEPHONE POLE,
 NU0247'25 FEET WEST FROM THE CENTER LINE OF PHILBIN ROAD AND 5 FEET
 NU0247'EAST OF THE RIGHT OF WAY FENCE LINE.
 NU0247'
 NU0247'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 NU0247'POST 12 INCHES BELOW THE SURFACE OF THE SHOULDER OF THE ROADWAY
 NU0247'AND STAMPED IDA 15- W 23 1960.  THE UNDERGROUND MARK IS STAMPED
 NU0247'IDA 15- 1960.
 NU0247'
 NU0247'REFERENCE MARK 1, STAMPED IDA 15- W 23 NO 1 1960, IS A STANDARD
 NU0247'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 NU0247'OF THE LOWER AREA OF THE EAST BORROW PIT, 25 FEET EAST FROM
 NU0247'THE CENTER LINE OF PHILBIN ROAD AND 3 FEET WEST OF THE RIGHT
 NU0247'OF WAY FENCE LINE.
 NU0247'
 NU0247'REFERENCE MARK 2, STAMPED IDA 15- W 23 NO 2 1960, IS A STANDARD
 NU0247'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE LOWER AREA
 NU0247'OF THE WEST BORROW PIT, 25 FEET WEST OF THE CENTER LINE OF
 NU0247'PHILBIN ROAD AND 3 FEET EAST OF THE RIGHT OF WAY FENCE LINE.
 NU0247'
 NU0247'THE AZIMUTH MARK, STAMPED IDA 15- W 23 1960, IS A STANDARD
 NU0247'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES,
 NU0247'24 FEET NORTH OF THE CENTER LINE OF CHUBBUCK ROAD, 0.05 MILE
 NU0247'WEST FROM THE INTERSECTION OF CHUBBUCK ROAD AND PHILBIN ROAD
 NU0247'AND 2 FEET SOUTH OF THE RIGHT OF WAY FENCE LINE.
 NU0247'
 NU0247'A 2-WHEEL DRIVE STATION.
 NU0247
 NU0247                          STATION RECOVERY (1960)
 NU0247
 NU0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0247'1.8 MI W FROM CHUBBUCK.
 NU0247'0.05 MILE SOUTH ON U.S. HIGHWAY 91 FROM THE POST OFFICE AT CHUBBUCK,
 NU0247'THENCE 1.5 MILE WEST ON CHUBBUCK ROAD, THENCE 0.25 MILE SOUTH ON
 NU0247'PHILBIN ROAD, 19.5 FEET WEST FROM THE CENTER LINE OF PHILBIN ROAD, 4
 NU0247'FEET EAST FROM THE WEST RIGHT OF WAY FENCE, 1 FOOT SOUTH OF A METAL
 NU0247'WITNESS POST WITH SIGN, NEAR THE SHOULDER OF THE ROAD AND EIGHT INCHES
 NU0247'BELOW THE SURFACE OF THE GROUND, AND SET IN A CONCRETE POST.
 NU0247
 NU0247                          STATION RECOVERY (1965)
 NU0247
 NU0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 NU0247'THE STATION MARK, STAMPED IDA 15-W 23 1960, WAS RECOVERED
 NU0247'IN GOOD CONDITION.  THE REFERENCE MARKS, STAMPED IDA 15-W
 NU0247'23 1960 NO 1 AND NO 2, RESPECTIVELY, WERE RECOVERED IN GOOD
 NU0247'CONDITION.  THE AZIMUTH MARK, STAMPED IDA 15-W 23 1960, WAS
 NU0247'RECOVERED IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 NU0247'
 NU0247'THE STATION MARK IS 233 FEET SOUTH OF A T FENCE CORNER, 38-1/2
 NU0247'FEET NORTH OF A TELEPHONE POLE, 19 FEET WEST OF THE CENTER
 NU0247'OF PHILBIN ROAD, 4 FEET EAST OF A NORTH-SOUTH FENCE LINE, 1 FOOT
 NU0247'SOUTH OF A METAL WITNESS POST AND 1 FOOT BELOW THE SURFACE.
 NU0247'(NOTE 1A AND 7A)
 NU0247'
 NU0247'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE CENTER OF THE
 NU0247'ROAD, 1.3 FEET WEST OF A NORTH-SOUTH FENCE LINE, 0.5 FOOT
 NU0247'SOUTH OF A METAL WITNESS POST AND 0.3 FOOT BELOW THE SURFACE.
 NU0247'(NOTE 11A)
 NU0247'
 NU0247'REFERENCE MARK NO. 2 IS 23 FEET WEST OF THE CENTER OF THE
 NU0247'ROAD, 21 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT EAST OF THE
 NU0247'NORTH-SOUTH FENCE LINE AND IS FLUSH WITH THE GROUND.  (NOTE 11A)
 NU0247'
 NU0247'THE AZIMUTH MARK IS 0.05 MILE WEST OF THE INTERSECTION OF
 NU0247'PHILBIN ROAD AND CHUBBUCK ROAD, 24 FEET NORTH OF THE CENTER
 NU0247'OF CHUBBUCK ROAD, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE
 NU0247'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.  (NOTE 16B)
 NU0247
 NU0247                          STATION RECOVERY (1972)
 NU0247
 NU0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NU0247'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 NU0247'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE FOLLOWING
 NU0247'IS AN ALTERNATE TO REACH.
 NU0247'
 NU0247'TO REACH THE STATION FROM THE CHUBBUCK POST OFFICE GO SOUTH
 NU0247'ON U.S. HIGHWAY 191 FOR 0.2 MILE TO CHUBBUCK ROAD, AT THE
 NU0247'CAUTION LIGHT, TURN RIGHT, AND GO WEST ON CHUBBUCK ROAD FOR
 NU0247'1.5 MILES TO PHILBIN ROAD, AT A CROSSROAD, TURN LEFT, AND GO
 NU0247'SOUTH ON PHILBIN ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 NU0247'
 NU0247'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 NU0247'SOUTHWEST OF CHUBBUCK
 NU0247
 NU0247                          STATION RECOVERY (1983)
 NU0247
 NU0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0244 ***********************************************************************
 NU0244  DESIGNATION -  IDA 15 W 23 AZ MK
 NU0244  PID         -  NU0244
 NU0244  STATE/COUNTY-  ID/BANNOCK
 NU0244  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0244
 NU0244                         *CURRENT SURVEY CONTROL
 NU0244  ___________________________________________________________________
 NU0244* NAD 83(1986)-  42 55 11.     (N)    112 29 49.     (W)     SCALED    
 NU0244* NAVD 88     -      1360.247  (meters)    4462.74   (feet)  ADJUSTED  
 NU0244  ___________________________________________________________________
 NU0244  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 NU0244  DYNAMIC HT  -        1359.479 (meters)    4460.22  (feet)  COMP
 NU0244  MODELED GRAV-     980,008.1   (mgal)                       NAVD 88
 NU0244
 NU0244  VERT ORDER  -  FIRST     CLASS II
 NU0244
 NU0244.The horizontal coordinates were scaled from a topographic map and have
 NU0244.an estimated accuracy of +/- 6 seconds.
 NU0244
 NU0244.The orthometric height was determined by differential leveling
 NU0244.and adjusted by the National Geodetic Survey in June 1991..
 NU0244
 NU0244.The geoid height was determined by GEOID03.
 NU0244
 NU0244.The dynamic height is computed by dividing the NAVD 88
 NU0244.geopotential number by the normal gravity value computed on the
 NU0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0244.degrees latitude (g = 980.6199 gals.).
 NU0244
 NU0244.The modeled gravity was interpolated from observed gravity values.
 NU0244
 NU0244;                    North         East    Units  Estimated Accuracy
 NU0244;SPC ID E     -   139,230.      173,040.      MT  (+/- 180 meters Scaled)
 NU0244
 NU0244                          SUPERSEDED SURVEY CONTROL
 NU0244
 NU0244  NGVD 29 (08/20/92) 1359.200  (m)         4459.31   (f) ADJUSTED    1 2
 NU0244
 NU0244.Superseded values are not recommended for survey control.
 NU0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0244.See file dsdata.txt to determine how the superseded data were derived.
 NU0244
 NU0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN778529(NAD 83)
 NU0244_MARKER: DZ = AZIMUTH MARK DISK
 NU0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0244_STAMPING: IDA 15-W 23 1960
 NU0244_MARK LOGO: CGS   
 NU0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0244+STABILITY: SURFACE MOTION
 NU0244
 NU0244  HISTORY     - Date     Condition        Report By
 NU0244  HISTORY     - 1960     MONUMENTED       CGS
 NU0244  HISTORY     - 1983     GOOD             NGS
 NU0244
 NU0244                          STATION DESCRIPTION
 NU0244
 NU0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0244'1.65 MI W FROM CHUBBUCK.
 NU0244'0.05 MILE SOUTH ON U.S. HIGHWAY 91 FROM THE POST OFFICE AT CHUBBUCK,
 NU0244'THENCE 1.6 MILES WEST ON CHUBBUCK ROAD, 0.1 MILE WEST OF THE
 NU0244'INTERSECTION OF CHUBBUCK ROAD AND PHILBIN ROAD, 25 FEET NORTH OF THE
 NU0244'CENTERLINE OF CHUBBUCK ROAD, 1 FOOT EAST OF A METAL WITNESS POST WITH
 NU0244'SIGN, 1 FOOT SOUTH OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 NU0244'PROJECTING 5 INCHES.
 NU0244
 NU0244                          STATION RECOVERY (1983)
 NU0244
 NU0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0245 ***********************************************************************
 NU0245  DESIGNATION -  IDA 15 W 23 RM 1
 NU0245  PID         -  NU0245
 NU0245  STATE/COUNTY-  ID/BANNOCK
 NU0245  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0245
 NU0245                         *CURRENT SURVEY CONTROL
 NU0245  ___________________________________________________________________
 NU0245* NAD 83(1986)-  42 55 00.     (N)    112 29 45.     (W)     SCALED    
 NU0245* NAVD 88     -      1361.909  (meters)    4468.20   (feet)  ADJUSTED  
 NU0245  ___________________________________________________________________
 NU0245  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 NU0245  DYNAMIC HT  -        1361.139 (meters)    4465.67  (feet)  COMP
 NU0245  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 NU0245
 NU0245  VERT ORDER  -  SECOND    CLASS 0
 NU0245
 NU0245.The horizontal coordinates were scaled from a topographic map and have
 NU0245.an estimated accuracy of +/- 6 seconds.
 NU0245
 NU0245.The orthometric height was determined by differential leveling
 NU0245.and adjusted by the National Geodetic Survey in June 1991..
 NU0245
 NU0245.The geoid height was determined by GEOID03.
 NU0245
 NU0245.The dynamic height is computed by dividing the NAVD 88
 NU0245.geopotential number by the normal gravity value computed on the
 NU0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0245.degrees latitude (g = 980.6199 gals.).
 NU0245
 NU0245.The modeled gravity was interpolated from observed gravity values.
 NU0245
 NU0245;                    North         East    Units  Estimated Accuracy
 NU0245;SPC ID E     -   138,890.      173,130.      MT  (+/- 180 meters Scaled)
 NU0245
 NU0245                          SUPERSEDED SURVEY CONTROL
 NU0245
 NU0245  NGVD 29 (??/??/92) 1360.876  (m)         4464.81   (f) ADJ UNCH    2 0
 NU0245
 NU0245.Superseded values are not recommended for survey control.
 NU0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0245.See file dsdata.txt to determine how the superseded data were derived.
 NU0245
 NU0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN779526(NAD 83)
 NU0245_MARKER: DR = REFERENCE MARK DISK
 NU0245_SETTING: 0 = UNSPECIFIED SETTING
 NU0245_STAMPING: IDA 15W-23 NO 1 1960
 NU0245_MARK LOGO: CGS   
 NU0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0245
 NU0245  HISTORY     - Date     Condition        Report By
 NU0245  HISTORY     - 1960     MONUMENTED       CGS
 NU0245  HISTORY     - 1983     GOOD             NGS
 NU0245
 NU0245                          STATION DESCRIPTION
 NU0245
 NU0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0245'1.8 MI W FROM CHUBBUCK.
 NU0245'0.05 MILE SOUTH ON U.S. HIGHWAY 91 FROM THE POST OFFICE AT CHUBBUCK,
 NU0245'THENCE 1.5 MILES WEST ON CHUBBUCK ROAD, THENCE 0.25 MILE SOUTH ON
 NU0245'PHILBIN ROAD, 22.5 FEET EAST OF THE CENTER LINE OF PHILBIN ROAD, 1
 NU0245'FOOT WEST OF THE RIGHT OF WAY FENCE, FLUSH WITH THE SURFACE OF THE
 NU0245'GROUND, EAST ACROSS THE ROAD FROM THE TRIANGULATION STATION IDA
 NU0245'15W-23.
 NU0245
 NU0245                          STATION RECOVERY (1983)
 NU0245
 NU0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0246 ***********************************************************************
 NU0246  DESIGNATION -  IDA 15 W 23 RM 2
 NU0246  PID         -  NU0246
 NU0246  STATE/COUNTY-  ID/BANNOCK
 NU0246  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0246
 NU0246                         *CURRENT SURVEY CONTROL
 NU0246  ___________________________________________________________________
 NU0246* NAD 83(1986)-  42 55 01.     (N)    112 29 45.     (W)     SCALED    
 NU0246* NAVD 88     -      1361.888  (meters)    4468.13   (feet)  ADJUSTED  
 NU0246  ___________________________________________________________________
 NU0246  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 NU0246  DYNAMIC HT  -        1361.118 (meters)    4465.60  (feet)  COMP
 NU0246  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 NU0246
 NU0246  VERT ORDER  -  SECOND    CLASS 0
 NU0246
 NU0246.The horizontal coordinates were scaled from a topographic map and have
 NU0246.an estimated accuracy of +/- 6 seconds.
 NU0246
 NU0246.The orthometric height was determined by differential leveling
 NU0246.and adjusted by the National Geodetic Survey in June 1991..
 NU0246
 NU0246.The geoid height was determined by GEOID03.
 NU0246
 NU0246.The dynamic height is computed by dividing the NAVD 88
 NU0246.geopotential number by the normal gravity value computed on the
 NU0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0246.degrees latitude (g = 980.6199 gals.).
 NU0246
 NU0246.The modeled gravity was interpolated from observed gravity values.
 NU0246
 NU0246;                    North         East    Units  Estimated Accuracy
 NU0246;SPC ID E     -   138,930.      173,130.      MT  (+/- 180 meters Scaled)
 NU0246
 NU0246                          SUPERSEDED SURVEY CONTROL
 NU0246
 NU0246  NGVD 29 (??/??/92) 1360.855  (m)         4464.74   (f) ADJ UNCH    2 0
 NU0246
 NU0246.Superseded values are not recommended for survey control.
 NU0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0246.See file dsdata.txt to determine how the superseded data were derived.
 NU0246
 NU0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN779526(NAD 83)
 NU0246_MARKER: DR = REFERENCE MARK DISK
 NU0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0246_STAMPING: IDA 15W-23 NO 2 1960
 NU0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0246+STABILITY: SURFACE MOTION
 NU0246
 NU0246  HISTORY     - Date     Condition        Report By
 NU0246  HISTORY     - 1960     MONUMENTED       CGS
 NU0246  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0246
 NU0246                          STATION DESCRIPTION
 NU0246
 NU0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0246'1.8 MI W FROM CHUBBUCK.
 NU0246'0.05 MILE SOUTH ON U.S. HIGHWAY 90N FROM THE POST OFFICE AT CHUBBUCK,
 NU0246'THENCE 1.5 MILES WEST ON CHUBBUCK ROAD, THENCE SOUTH 0.25 MILE ON
 NU0246'PHILBIN ROAD, 23.5 FEET WEST OF THE CENTER LINE OF PHILBIN ROAD, 1
 NU0246'FOOT EAST OF THE WEST RIGHT OF WAY FENCE, NORTH FROM THE TRIANGULATION
 NU0246'STATION IDA 15W-23, SET IN A CONCRETE POST PROJECTING 2-INCHES ABOVE
 NU0246'THE GROUND.
 NU0246
 NU0246                          STATION RECOVERY (1983)
 NU0246
 NU0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1549 ***********************************************************************
 NU1549  DESIGNATION -  IDA 15 W 24
 NU1549  PID         -  NU1549
 NU1549  STATE/COUNTY-  ID/BANNOCK
 NU1549  USGS QUAD   -  POCATELLO NORTH (1971)
 NU1549
 NU1549                         *CURRENT SURVEY CONTROL
 NU1549  ___________________________________________________________________
 NU1549* NAD 83(1992)-  42 53 26.53329(N)    112 28 34.26873(W)     ADJUSTED  
 NU1549* NAVD 88     -      1354.1    (meters)    4443.     (feet)  VERTCON   
 NU1549  ___________________________________________________________________
 NU1549  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 NU1549  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 NU1549
 NU1549  HORZ ORDER  -  THIRD
 NU1549
 NU1549.The horizontal coordinates were established by classical geodetic methods
 NU1549.and adjusted by the National Geodetic Survey in July 1992..
 NU1549
 NU1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1549
 NU1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1549
 NU1549.The geoid height was determined by GEOID03.
 NU1549
 NU1549;                    North         East     Units Scale Factor Converg.
 NU1549;SPC ID E     -   136,003.766   174,718.147   MT  0.99995523   -0 12 38.4
 NU1549;UTM  12      - 4,749,734.675   379,464.482   MT  0.99977874   -1 00 17.3
 NU1549
 NU1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1549!SPC ID E     -   0.99978968  x   0.99995523  =   0.99974492
 NU1549!UTM  12      -   0.99978968  x   0.99977874  =   0.99956847
 NU1549
 NU1549|---------------------------------------------------------------------|
 NU1549| PID    Reference Object                     Distance      Geod. Az  |
 NU1549|                                                           dddmmss.s |
 NU1549| NU1550 HIGHWAY 30N STA 10+39.7              46.818 METERS 07124     |
 NU1549| NU1554 IDA 15 W 24 2                        54.756 METERS 10034     |
 NU1549| CM4903 STA AZ MK                                          1333056.9 |
 NU1549| CM4904 IDA 15 W 24 RM 2                     19.095 METERS 21154     |
 NU1549|---------------------------------------------------------------------|
 NU1549
 NU1549                          SUPERSEDED SURVEY CONTROL
 NU1549
 NU1549  NAD 83(1986)-  42 53 26.52631(N)    112 28 34.25140(W) AD(       ) 3
 NU1549  NAD 27      -  42 53 26.83760(N)    112 28 31.32620(W) AD(       ) 3
 NU1549  NGVD 29 (07/19/86) 1353.1    (m)         4439.     (f) VERT ANG       
 NU1549
 NU1549.Superseded values are not recommended for survey control.
 NU1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1549.See file dsdata.txt to determine how the superseded data were derived.
 NU1549
 NU1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN7946449735(NAD 83)
 NU1549_MARKER: DS = TRIANGULATION STATION DISK
 NU1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1549_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1549
 NU1549  HISTORY     - Date     Condition        Report By
 NU1549  HISTORY     - 1960     MONUMENTED       CGS
 NU1549  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NU1549
 NU1549                          STATION DESCRIPTION
 NU1549
 NU1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1549'THE STATION IS LOCATED AT THE INTERSECTION OF U.S. HIGHWAY
 NU1549'30N AND HAWTHORNE STREET IN POCATELLO.
 NU1549'
 NU1549'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED IDA 15W-24,
 NU1549'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER FLUSH WITH THE
 NU1549'TOP OF A TRAFFIC ISLAND.
 NU1549'
 NU1549'REFERENCE MARK NUMBER ONE IS AN IDAHO STATE HIGHWAY DEPARTMENT
 NU1549'MARK STAMPED STA 10+39.7, SET IN THE TOP OF A 6 INCH CONCRETE
 NU1549'CYLINDER WHICH PROJECTS 4 INCHES ABOVE GROUND LEVEL.  MARK
 NU1549'IS 6 INCHES SOUTHEAST OF A WITNESS POST, 63 FEET NORTH OF
 NU1549'THE APPROXIMATE CENTER LINE OF THE WEST BOUND TRAFFIC LANE
 NU1549'OF U.S. HIGHWAY 30N, AND 1 FOOT SOUTH OF A FENCE LINE.
 NU1549'
 NU1549'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED
 NU1549'IDA 15W-24 NO 2 1960, CEMENTED IN A DRILL HOLE IN A CONCRETE
 NU1549'BASE OF A TRAFFIC SIGN ON A TRAFFIC ISLAND.  MARK IS 36 FEET
 NU1549'SOUTH OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 30N.
 NU1549'
 NU1549'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON
 NU1549'U.S. HIGHWAY 30N FOR 0.3 MILE TO THE INTERSECTION OF U.S.
 NU1549'HIGHWAY 30N AND CEDAR STREET AND THE MARK.
 NU1549'
 NU1549'THE AZIMUTH MARK IS AN IDAHO STATE HIGHWAY DEPARTMENT MARK
 NU1549'STAMPED STA-AZ, SET IN THE TOP OF A 6 INCH CONCRETE CYLINDER
 NU1549'WHICH PROJECTS 4 INCHES ABOVE GROUND LEVEL.  MARK IS 21 FEET
 NU1549'NORTHWEST OF THE APPROXIMATE CENTER LINE OF A FRONTAGE ROAD,
 NU1549'AND 58 FEET SOUTHEAST OF THE APPROXIMATE CENTER LINE OF CEDAR
 NU1549'STREET, DIRECTLY ACROSS FROM THE PATTON LINTON CONCRETE COMPANY,
 NU1549'AT THE NORTHEAST EDGE OF THE INTERSECTION.
 NU1549
 NU1549                          STATION RECOVERY (1969)
 NU1549
 NU1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 NU1549'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 NU1549'THE STATION WAS THEN DESTROYED TO PERMIT HIGHWAY CONSTRUCTION.
 NU1549'FOR WHICH IDA 15W-24 2 WAS ESTABLISHED.
 NU1549'
 NU1549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT POCATELLO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1554 ***********************************************************************
 NU1554  DESIGNATION -  IDA 15 W 24 2
 NU1554  PID         -  NU1554
 NU1554  STATE/COUNTY-  ID/BANNOCK
 NU1554  USGS QUAD   -  POCATELLO NORTH (1971)
 NU1554
 NU1554                         *CURRENT SURVEY CONTROL
 NU1554  ___________________________________________________________________
 NU1554* NAD 83(1992)-  42 53 26.20804(N)    112 28 31.89644(W)     ADJUSTED  
 NU1554* NAVD 88     -      1355.2    (meters)    4446.     (feet)  VERTCON   
 NU1554  ___________________________________________________________________
 NU1554  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 NU1554  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 NU1554
 NU1554  HORZ ORDER  -  THIRD
 NU1554
 NU1554.The horizontal coordinates were established by classical geodetic methods
 NU1554.and adjusted by the National Geodetic Survey in July 1992..
 NU1554.No horizontal observational check was made to the station.
 NU1554
 NU1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1554
 NU1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1554
 NU1554.The geoid height was determined by GEOID03.
 NU1554
 NU1554;                    North         East     Units Scale Factor Converg.
 NU1554;SPC ID E     -   135,993.532   174,771.936   MT  0.99995520   -0 12 36.8
 NU1554;UTM  12      - 4,749,723.698   379,518.115   MT  0.99977858   -1 00 15.7
 NU1554
 NU1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1554!SPC ID E     -   0.99978951  x   0.99995520  =   0.99974472
 NU1554!UTM  12      -   0.99978951  x   0.99977858  =   0.99956814
 NU1554
 NU1554|---------------------------------------------------------------------|
 NU1554| PID    Reference Object                     Distance      Geod. Az  |
 NU1554|                                                           dddmmss.s |
 NU1554| CM4905 IDA 15 W 24 2 RM 3                   19.174 METERS 13553     |
 NU1554| NU1549 IDA 15 W 24                          54.756 METERS 28034     |
 NU1554| CM4903 STA AZ MK                                          3064500.0 |
 NU1554| NU1550 HIGHWAY 30N STA 10+39.7              26.694 METERS 33916     |
 NU1554|---------------------------------------------------------------------|
 NU1554
 NU1554                          SUPERSEDED SURVEY CONTROL
 NU1554
 NU1554  NAD 83(1986)-  42 53 26.20101(N)    112 28 31.87906(W) AD(       ) 3
 NU1554  NAD 27      -  42 53 26.51373(N)    112 28 28.96447(W) AD(       ) 3
 NU1554  NGVD 29 (07/19/86) 1354.2    (m)         4443.     (f) VERT ANG       
 NU1554
 NU1554.Superseded values are not recommended for survey control.
 NU1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1554.See file dsdata.txt to determine how the superseded data were derived.
 NU1554
 NU1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN7951849724(NAD 83)
 NU1554_MARKER: DS = TRIANGULATION STATION DISK
 NU1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1554+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2004
 NU1554
 NU1554  HISTORY     - Date     Condition        Report By
 NU1554  HISTORY     - 1969     MONUMENTED       CGS
 NU1554  HISTORY     - 20040407 GOOD             ORBITE
 NU1554
 NU1554                          STATION DESCRIPTION
 NU1554
 NU1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (NET)
 NU1554'THE STATION IS IN THE NORTHWEST PART OF POCATELLO, ON THE
 NU1554'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 30N, JUST SOUTH OF THE
 NU1554'INTERSECTION OF U.S. HIGHWAY 30N, HAWTHORNE ROAD AND ALAMEDA
 NU1554'ROAD.
 NU1554'
 NU1554'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN POCATELLO,
 NU1554'GO NORTHWEST ON U.S. HIGHWAY 30N FOR 2.4 MILES TO THE RAILROAD
 NU1554'UNDERPASS, CONTINUE NORTH ON THE HIGHWAY FOR 0.1 MILE TO THE
 NU1554'STATION ON THE RIGHT.
 NU1554'
 NU1554'TO REACH THE AZIMUTH MARK CONTINUE NORTHWEST ON U.S. HIGHWAY
 NU1554'30N FOR 0.45 MILE TO THE MARK ON THE LEFT.
 NU1554'
 NU1554'THE STATION MARK, STAMPED IDA 15W 24 2 1969, IS A STANDARD
 NU1554'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NU1554'3 INCHES, 300 FEET SOUTH OF THE INTERSECTION OF HAWTHORNE ROAD
 NU1554'AND ALAMEDA ROAD, 88 FEET SOUTHEAST OF THE CENTER OF U.S.
 NU1554'HIGHWAY 30N, 69 FEET NORTH-NORTHWEST OF A LIGHT POLE, 16 FEET
 NU1554'SOUTHWEST OF A FRONTAGE ROAD AND 1 FOOT EAST OF A METAL WITNESS
 NU1554'POST.
 NU1554'
 NU1554'REFERENCE MARK NO. 3, STAMPED IDA 15W 24 2 NO 3 1969, IS A
 NU1554'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE WEST CURB OF THE
 NU1554'FRONTAGE ROAD, 89 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY
 NU1554'30N, 63 FEET SOUTHEAST OF THE WITNESS POST, 17 FEET NORTHEAST
 NU1554'OF THE LIGHT POLE AND 14 FEET WEST OF THE CENTER OF THE FRONTAGE
 NU1554'ROAD.
 NU1554'
 NU1554'REFERENCE MARK NO. 4, STAMPED STA 10+39.7, IS AN IDAHO STATE
 NU1554'HIGHWAY DEPARTMENT DISK SET IN A CYLINDRICAL CONCRETE MONUMENT
 NU1554'THAT IS 6-INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS
 NU1554'89 FEET NORTH OF THE WITNESS POST, 17 FEET EAST OF THE CENTER
 NU1554'OF THE FRONTAGE ROAD, 1 FOOT WEST OF A FENCE CORNER AND 0.5
 NU1554'FOOT SOUTH OF A WOODEN WITNESS POST.
 NU1554'
 NU1554'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 147.48 FEET.
 NU1554'
 NU1554'THE AZIMUTH MARK, STAMPED STA AZ 2 1969, IS AN IDAHO STATE
 NU1554'HIGHWAY DEPARTMENT DISK SET IN A CYLINDRICAL CONCRETE MONUMENT
 NU1554'THAT IS 6 INCHES IN DIAMETER AND PROJECTS 1 FOOT.  IT IS 375
 NU1554'FEET SOUTHEAST OF MILE POST NO. 296, 115 FEET SOUTHWEST OF THE
 NU1554'CENTER OF U.S. HIGHWAY 30N, 60 FEET SOUTHEAST OF THE CENTER
 NU1554'OF A GRAVELED ROAD LEADING TO THE RAILROAD TRACKS AND 5 FEET
 NU1554'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE.
 NU1554
 NU1554                          STATION RECOVERY (2004)
 NU1554
 NU1554'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 NU1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0874 ***********************************************************************
 NU0874  DESIGNATION -  IDA 15 W 3
 NU0874  PID         -  NU0874
 NU0874  STATE/COUNTY-  ID/CASSIA
 NU0874  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0874
 NU0874                         *CURRENT SURVEY CONTROL
 NU0874  ___________________________________________________________________
 NU0874* NAD 83(1992)-  42 34 33.56483(N)    113 26 36.59541(W)     ADJUSTED  
 NU0874* NAVD 88     -      1379.032  (meters)    4524.37   (feet)  ADJUSTED  
 NU0874  ___________________________________________________________________
 NU0874  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 NU0874  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NU0874  DYNAMIC HT  -        1378.223 (meters)    4521.72  (feet)  COMP
 NU0874  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 NU0874
 NU0874  HORZ ORDER  -  SECOND
 NU0874  VERT ORDER  -  SECOND    CLASS 0
 NU0874
 NU0874.The horizontal coordinates were established by classical geodetic methods
 NU0874.and adjusted by the National Geodetic Survey in July 1992..
 NU0874
 NU0874.The orthometric height was determined by differential leveling
 NU0874.and adjusted by the National Geodetic Survey in June 1991..
 NU0874
 NU0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0874
 NU0874.The geoid height was determined by GEOID03.
 NU0874
 NU0874.The dynamic height is computed by dividing the NAVD 88
 NU0874.geopotential number by the normal gravity value computed on the
 NU0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0874.degrees latitude (g = 980.6199 gals.).
 NU0874
 NU0874.The modeled gravity was interpolated from observed gravity values.
 NU0874
 NU0874;                    North         East     Units Scale Factor Converg.
 NU0874;SPC ID C     -   101,148.495   545,686.082   MT  0.99997304   +0 22 35.5
 NU0874;UTM  12      - 4,716,624.982   299,465.207   MT  1.00009479   -1 39 13.5
 NU0874
 NU0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0874!SPC ID C     -   0.99978602  x   0.99997304  =   0.99975907
 NU0874!UTM  12      -   0.99978602  x   1.00009479  =   0.99988079
 NU0874
 NU0874:                Primary Azimuth Mark                     Grid Az
 NU0874:SPC ID C     -  IDA 15 W 4                               079 05 06.4
 NU0874:UTM  12      -  IDA 15 W 4                               081 06 55.4
 NU0874
 NU0874|---------------------------------------------------------------------|
 NU0874| PID    Reference Object                     Distance      Geod. Az  |
 NU0874|                                                           dddmmss.s |
 NU0874| NU0870 IDA 15 W 4                          APPROX. 4.6 KM 0792741.9 |
 NU0874| NU1668 T10S R26E SECS 5 8 1/4 COR           49.711 METERS 14208     |
 NU0874| NU0875 IDA 15 W 3 RM 1                      11.711 METERS 18351     |
 NU0874| NU0876 IDA 15 W 3 RM 2                      10.789 METERS 28905     |
 NU0874|---------------------------------------------------------------------|
 NU0874
 NU0874                          SUPERSEDED SURVEY CONTROL
 NU0874
 NU0874  NAD 83(1986)-  42 34 33.56344(N)    113 26 36.59041(W) AD(       ) 2
 NU0874  NAD 27      -  42 34 33.88850(N)    113 26 33.58470(W) AD(       ) 2
 NU0874  NGVD 29 (??/??/92) 1378.051  (m)         4521.16   (f) ADJ UNCH    2 0
 NU0874
 NU0874.Superseded values are not recommended for survey control.
 NU0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0874.See file dsdata.txt to determine how the superseded data were derived.
 NU0874
 NU0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN9946516625(NAD 83)
 NU0874_MARKER: DS = TRIANGULATION STATION DISK
 NU0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0874_STAMPING: IDA 15W-3 1959
 NU0874_MARK LOGO: CGS   
 NU0874_PROJECTION: PROJECTING 10 CENTIMETERS
 NU0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0874+STABILITY: SURFACE MOTION
 NU0874
 NU0874  HISTORY     - Date     Condition        Report By
 NU0874  HISTORY     - 1959     MONUMENTED       CGS
 NU0874  HISTORY     - 1960     GOOD             NGS
 NU0874  HISTORY     - 1983     POOR             NGS
 NU0874
 NU0874                          STATION DESCRIPTION
 NU0874
 NU0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU0874'THE STATION IS ON THE SUMMIT OF A LOW BRUSH COVERED RIDGE,
 NU0874'7.5 MILES EAST OF THE SNAKE RIVER AND 250 YARDS SOUTH OF THE
 NU0874'SOUTH LANE OF IDAHO INTERSTATE HIGHWAY 15W.
 NU0874'
 NU0874'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30S
 NU0874'AND STATE HIGHWAY 77 AT DECLO, DRIVE EAST ON U.S. HIGHWAY 30S
 NU0874'FOR 7.5 MILES TO A FENCE CORNER AND SIDE ROAD ON THE LEFT.  TURN
 NU0874'SHARP LEFT AND DRIVE NORTHWEST ON THE BLADED ROAD FOR 0.15
 NU0874'MILE TO A Y-FORK.  KEEP THE RIGHT FORK AND DRIVE NORTHEAST FOR
 NU0874'0.75 MILE TO A TRANSFOMER SUB-STATION AT A NORTH-SOUTH POWERLINE
 NU0874'AND FENCE.  CONTINUE THE TRACK ROAD NORTH ALONG THE POWERLINE
 NU0874'AND FENCE FOR 0.85 MILE TO A GATE AND SIDE ROAD ON THE RIGHT.
 NU0874'TURN RIGHT, PASS THROUGH THE GATE AND DRIVE NORTHEAST FOR
 NU0874'1.0 MILE TO A Y-FORK.  KEEP THE LEFT FORK AND DRIVE
 NU0874'NORTHERLY FOR 0.6 MILE TO A Y-FORK.  KEEP THE RIGHT FORK AND
 NU0874'CONTINUE NORTH ON THE TRACK ROAD FOR 0.1 MILE TO A STOCK
 NU0874'CORRAL AND WELL.  TURN SHARP RIGHT AND DRIVE EAST ON A
 NU0874'TRACK ROAD FOR 0.4 MILE, THENCE TURN RIGHT AND DRIVE NORTH
 NU0874'ACROSS COUNTRY FOR 0.15 MILE TO THE SUMMIT OF A LOW RIDGE
 NU0874'AND THE STATION.
 NU0874'
 NU0874'THE STATION MARK IS A STANDARD DISK, STAMPED IDA 15W-3 1959,
 NU0874'SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 NU0874'AND PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 6.2 FEET NORTHEAST
 NU0874'OF A METAL WITNESS POST WITH SIGN.
 NU0874'
 NU0874'REFERENCE MARK 1, STAMPED IDA 15W-3 NO 1 1959, IS A STANDARD
 NU0874'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 NU0874'SQUARE AND PROJECTS 4 INCHES ABOVE THE GROUND.  THE REFERENCE MARK
 NU0874'IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NU0874'
 NU0874'REFERENCE MARK 2, STAMPED IDA 15W-3 NO 2 1959, IS A STANDARD
 NU0874'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 NU0874'SQUARE AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU0874'THE REFERENCE MARK IS ABOUT 10 INCHES LOWER IN ELEVATION THAN
 NU0874'THE STATION MARK.
 NU0874'
 NU0874'A TRAVERSE CONNECTION WAS MADE TO G.L.O. 1/4 S5-S8.  THE MARK
 NU0874'IS A STANDARD GENERAL LAND OFFICE DISK, STAMPED 1/4 S5 S8 1917,
 NU0874'RIVETED TO THE TOP OF AN IRON PIPE WHICH IS 1-INCH IN DIAMETER
 NU0874'AND PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 NU0874'MARK IS ON THE SOUTHEAST SLOPE OF THE RIDGE AND SURROUNDED BY
 NU0874'ROCKS.
 NU0874
 NU0874                          STATION RECOVERY (1960)
 NU0874
 NU0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0874'10.6 MI W FROM RAFT RIVER.
 NU0874'10.5 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0874'STORE, THENCE 0.1 MILE SOUTH TO THE SUMMIT OF A SLIGHT RISE, 38.42
 NU0874'FEET NORTH OF R.M. 1, 35.39 FEET EAST OF R.M. 2, 6.2 FEET NORTHEAST OF
 NU0874'A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST
 NU0874'PROJECTING 3 INCHES.
 NU0874
 NU0874                          STATION RECOVERY (1983)
 NU0874
 NU0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0874'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0874'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0874'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0874'6.25 KM (3.9 MI) EAST ALONG INTERSTATE 86, THENCE 0.15 KM (0.1 MI)
 NU0874'SOUTH ACROSS COUNTRY TO THE TOP OF THE HIGHEST POINT OF A LOW HILL AND
 NU0874'THE STATION, 11.7 METERS (38.5 FT) NORTH OF RM 1 AND 10.8 METERS
 NU0874'(35.5 FT) EAST OF RM 2.
 NU0874'THE MARK IS 1.8 METERS  NE FROM A WITNESS POST.
 NU0874'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0875 ***********************************************************************
 NU0875  DESIGNATION -  IDA 15 W 3 RM 1
 NU0875  PID         -  NU0875
 NU0875  STATE/COUNTY-  ID/CASSIA
 NU0875  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0875
 NU0875                         *CURRENT SURVEY CONTROL
 NU0875  ___________________________________________________________________
 NU0875* NAD 83(1986)-  42 34 33.     (N)    113 26 36.     (W)     SCALED    
 NU0875* NAVD 88     -      1378.879  (meters)    4523.87   (feet)  ADJUSTED  
 NU0875  ___________________________________________________________________
 NU0875  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NU0875  DYNAMIC HT  -        1378.069 (meters)    4521.21  (feet)  COMP
 NU0875  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 NU0875
 NU0875  VERT ORDER  -  SECOND    CLASS 0
 NU0875
 NU0875.The horizontal coordinates were scaled from a topographic map and have
 NU0875.an estimated accuracy of +/- 6 seconds.
 NU0875
 NU0875.The orthometric height was determined by differential leveling
 NU0875.and adjusted by the National Geodetic Survey in June 1991..
 NU0875
 NU0875.The geoid height was determined by GEOID03.
 NU0875
 NU0875.The dynamic height is computed by dividing the NAVD 88
 NU0875.geopotential number by the normal gravity value computed on the
 NU0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0875.degrees latitude (g = 980.6199 gals.).
 NU0875
 NU0875.The modeled gravity was interpolated from observed gravity values.
 NU0875
 NU0875;                    North         East    Units  Estimated Accuracy
 NU0875;SPC ID C     -   101,130.      545,700.      MT  (+/- 180 meters Scaled)
 NU0875
 NU0875                          SUPERSEDED SURVEY CONTROL
 NU0875
 NU0875  NGVD 29 (??/??/92) 1377.897  (m)         4520.65   (f) ADJ UNCH    2 0
 NU0875
 NU0875.Superseded values are not recommended for survey control.
 NU0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0875.See file dsdata.txt to determine how the superseded data were derived.
 NU0875
 NU0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN994166(NAD 83)
 NU0875_MARKER: DR = REFERENCE MARK DISK
 NU0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0875_STAMPING: IDA 15W-3 NO 1 1959
 NU0875_MARK LOGO: CGS   
 NU0875_PROJECTION: PROJECTING 5 CENTIMETERS
 NU0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0875+STABILITY: SURFACE MOTION
 NU0875
 NU0875  HISTORY     - Date     Condition        Report By
 NU0875  HISTORY     - 1959     MONUMENTED       CGS
 NU0875  HISTORY     - 1960     GOOD             NGS
 NU0875  HISTORY     - 1983     GOOD             NGS
 NU0875
 NU0875                          STATION DESCRIPTION
 NU0875
 NU0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0875'10.6 MI W FROM RAFT RIVER.
 NU0875'10.5 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0875'STORE, THENCE 0.1 MILE SOUTH, 38.42 FEET SOUTH OF THE STATION, SET IN
 NU0875'A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 NU0875
 NU0875                          STATION RECOVERY (1983)
 NU0875
 NU0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0875'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0875'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0875'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0875'6.25 KM (3.9 MI) EAST ALONG INTERSTATE 86, THENCE 0.15 KM (0.1 MI)
 NU0875'SOUTH ACROSS COUNTRY TO THE TOP OF THE HIGHEST POINT OF A LOW HILL,
 NU0875'11.7 METERS (38.4 MI) SOUTH OF THE STATION.
 NU0875'THE MARK IS 12.0 METERS  S FROM A WITNESS POST.
 NU0875'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0876 ***********************************************************************
 NU0876  DESIGNATION -  IDA 15 W 3 RM 2
 NU0876  PID         -  NU0876
 NU0876  STATE/COUNTY-  ID/CASSIA
 NU0876  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0876
 NU0876                         *CURRENT SURVEY CONTROL
 NU0876  ___________________________________________________________________
 NU0876* NAD 83(1986)-  42 34 33.     (N)    113 26 36.     (W)     SCALED    
 NU0876* NAVD 88     -      1378.825  (meters)    4523.69   (feet)  ADJUSTED  
 NU0876  ___________________________________________________________________
 NU0876  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NU0876  DYNAMIC HT  -        1378.015 (meters)    4521.04  (feet)  COMP
 NU0876  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 NU0876
 NU0876  VERT ORDER  -  SECOND    CLASS 0
 NU0876
 NU0876.The horizontal coordinates were scaled from a topographic map and have
 NU0876.an estimated accuracy of +/- 6 seconds.
 NU0876
 NU0876.The orthometric height was determined by differential leveling
 NU0876.and adjusted by the National Geodetic Survey in June 1991..
 NU0876
 NU0876.The geoid height was determined by GEOID03.
 NU0876
 NU0876.The dynamic height is computed by dividing the NAVD 88
 NU0876.geopotential number by the normal gravity value computed on the
 NU0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0876.degrees latitude (g = 980.6199 gals.).
 NU0876
 NU0876.The modeled gravity was interpolated from observed gravity values.
 NU0876
 NU0876;                    North         East    Units  Estimated Accuracy
 NU0876;SPC ID C     -   101,130.      545,700.      MT  (+/- 180 meters Scaled)
 NU0876
 NU0876                          SUPERSEDED SURVEY CONTROL
 NU0876
 NU0876  NGVD 29 (??/??/92) 1377.843  (m)         4520.47   (f) ADJ UNCH    2 0
 NU0876
 NU0876.Superseded values are not recommended for survey control.
 NU0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0876.See file dsdata.txt to determine how the superseded data were derived.
 NU0876
 NU0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN994166(NAD 83)
 NU0876_MARKER: DR = REFERENCE MARK DISK
 NU0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0876_STAMPING: IDA 15W-3 NO 2 1959
 NU0876_MARK LOGO: CGS   
 NU0876_PROJECTION: PROJECTING 10 CENTIMETERS
 NU0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0876+STABILITY: SURFACE MOTION
 NU0876
 NU0876  HISTORY     - Date     Condition        Report By
 NU0876  HISTORY     - 1959     MONUMENTED       CGS
 NU0876  HISTORY     - 1960     GOOD             NGS
 NU0876  HISTORY     - 1983     GOOD             NGS
 NU0876
 NU0876                          STATION DESCRIPTION
 NU0876
 NU0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0876'10.6 MI W FROM RAFT RIVER.
 NU0876'10.5 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0876'STORE, THENCE 0.1 MILE SOUTH, 35.39 FEET WEST OF THE STATION, SET IN A
 NU0876'SQUARE CONCRETE POST PROJECTING 4 INCHES.
 NU0876
 NU0876                          STATION RECOVERY (1983)
 NU0876
 NU0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0876'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0876'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0876'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0876'6.25 KM (3.9 MI) EAST ALONG INTERSTATE 86, THENCE 0.15 KM (0.1 MI)
 NU0876'SOUTH ACROSS COUNTRY TO THE TOP OF THE HIGHEST POINT OF A LOW HILL,
 NU0876'10.8 METERS (35.5 FT) WEST OF THE STATION.
 NU0876'THE MARK IS 10.1 METERS  WNW FROM A WITNESS POST.
 NU0876'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0870 ***********************************************************************
 NU0870  DESIGNATION -  IDA 15 W 4
 NU0870  PID         -  NU0870
 NU0870  STATE/COUNTY-  ID/CASSIA
 NU0870  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0870
 NU0870                         *CURRENT SURVEY CONTROL
 NU0870  ___________________________________________________________________
 NU0870* NAD 83(1992)-  42 35 00.76198(N)    113 23 18.41435(W)     ADJUSTED  
 NU0870* NAVD 88     -      1351.086  (meters)    4432.69   (feet)  ADJUSTED  
 NU0870  ___________________________________________________________________
 NU0870  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 NU0870  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NU0870  DYNAMIC HT  -        1350.300 (meters)    4430.11  (feet)  COMP
 NU0870  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 NU0870
 NU0870  HORZ ORDER  -  SECOND
 NU0870  VERT ORDER  -  FIRST     CLASS II
 NU0870
 NU0870.The horizontal coordinates were established by classical geodetic methods
 NU0870.and adjusted by the National Geodetic Survey in July 1992..
 NU0870
 NU0870.The orthometric height was determined by differential leveling
 NU0870.and adjusted by the National Geodetic Survey in June 1991..
 NU0870.WARNING-Repeat measurements at this control monument indicate possible
 NU0870.vertical movement.
 NU0870
 NU0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0870
 NU0870.The geoid height was determined by GEOID03.
 NU0870
 NU0870.The dynamic height is computed by dividing the NAVD 88
 NU0870.geopotential number by the normal gravity value computed on the
 NU0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0870.degrees latitude (g = 980.6199 gals.).
 NU0870
 NU0870.The modeled gravity was interpolated from observed gravity values.
 NU0870
 NU0870;                    North         East     Units Scale Factor Converg.
 NU0870;SPC ID C     -   102,018.841   550,199.400   MT  0.99997836   +0 24 49.8
 NU0870;UTM  12      - 4,717,334.953   304,007.018   MT  1.00007263   -1 37 00.1
 NU0870
 NU0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0870!SPC ID C     -   0.99979039  x   0.99997836  =   0.99976876
 NU0870!UTM  12      -   0.99979039  x   1.00007263  =   0.99986301
 NU0870
 NU0870:                Primary Azimuth Mark                     Grid Az
 NU0870:SPC ID C     -  IDA 15 W 5                               078 10 37.2
 NU0870:UTM  12      -  IDA 15 W 5                               080 12 27.1
 NU0870
 NU0870|---------------------------------------------------------------------|
 NU0870| PID    Reference Object                     Distance      Geod. Az  |
 NU0870|                                                           dddmmss.s |
 NU0870| NU0867 IDA 15 W 5                          APPROX. 2.4 KM 0783527.0 |
 NU0870| NU0869 IDA 15 W 4 RM 1                      12.715 METERS 08338     |
 NU0870| NU0871 IDA 15 W 4 RM 2                      10.793 METERS 29320     |
 NU0870|---------------------------------------------------------------------|
 NU0870
 NU0870                          SUPERSEDED SURVEY CONTROL
 NU0870
 NU0870  NAD 83(1986)-  42 35 00.76042(N)    113 23 18.40886(W) AD(       ) 2
 NU0870  NAD 27      -  42 35 01.08530(N)    113 23 15.40660(W) AD(       ) 2
 NU0870  NGVD 29 (??/??/92) 1350.121  (m)         4429.52   (f) ADJ UNCH    1 2
 NU0870
 NU0870.Superseded values are not recommended for survey control.
 NU0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0870.See file dsdata.txt to determine how the superseded data were derived.
 NU0870
 NU0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN0400717335(NAD 83)
 NU0870_MARKER: DS = TRIANGULATION STATION DISK
 NU0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0870_STAMPING: IDA 15W-4 1959
 NU0870_MARK LOGO: CGS   
 NU0870_PROJECTION: PROJECTING 10 CENTIMETERS
 NU0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0870+STABILITY: SURFACE MOTION
 NU0870
 NU0870  HISTORY     - Date     Condition        Report By
 NU0870  HISTORY     - 1959     MONUMENTED       CGS
 NU0870  HISTORY     - 1960     GOOD             NGS
 NU0870  HISTORY     - 1983     GOOD             NGS
 NU0870
 NU0870                          STATION DESCRIPTION
 NU0870
 NU0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU0870'THE STATION IS ABOUT 13-1/4 MILES EAST ALONG INTERSTATE HIGHWAY
 NU0870'15W FROM THE SNAKE RIVER,* 7-1/2 MILES WEST OF THE RAFT RIVER
 NU0870'STORE, 85-1/2 FEET NORTH OF THE WEST BOUND TRAFFIC LANE OF THE
 NU0870'HIGHWAY, 5-1/2 FEET NORTH OF A METAL WITNESS POST WITH SIGN AND
 NU0870'ABOUT 6 FEET HIGHER THAN THE HIGHWAY.
 NU0870'
 NU0870'TO REACH FROM THE POST OFFICE AT RUPERT GO SOUTHEAST 0.25
 NU0870'MILE TO U.S. HIGHWAY 30N.  TURN LEFT, EASTERLY, ON THE HIGHWAY
 NU0870'AND GO 19.0 MILES TO HIGHWAY MILE POLE 246 AND A GRADED SIDE
 NU0870'ROAD RIGHT.  TURN RIGHT, SOUTH, AND GO 0.7 MILE TO THE WEST BOUND
 NU0870'TRAFFIC LANE OF INTERSTATE HIGHWAY 15W.  TURN RIGHT, WEST,
 NU0870'ON THE HIGHWAY AND GO 4.75 MILES TO A SMALL CUT BANK AND THE
 NU0870'STATION ON THE RIGHT.
 NU0870'
 NU0870'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15W-4 1959, IS A
 NU0870'STANDARD DISK SET IN A CONCRETE POST PROJECTING 3 INCHES.
 NU0870'
 NU0870'REFERENCE MARK NO. 1, STAMPED IDA 15W-4 NO 1 1959, IS A STANDARD
 NU0870'DISK SET IN A CONCRETE POST PROJECTING 5 INCHES, 85-1/2 FEET
 NU0870'NORTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 NU0870'THE STATION.
 NU0870'
 NU0870'REFERENCE MARK NO. 2, STAMPED IDA 15W-4 NO 2 1959, IS A STANDARD
 NU0870'DISK SET IN A CONCRETE POST PROJECTING 2 INCHES, 104 FEET
 NU0870'NORTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 NU0870'THE STATION.
 NU0870'
 NU0870'* (FROM THE SNAKE RIVER BRIDGE ON THE PRESENT U.S. HIGHWAY 30N
 NU0870
 NU0870                          STATION RECOVERY (1960)
 NU0870
 NU0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0870'7.75 MI W FROM RAFT RIVER.
 NU0870'7.75 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0870'STORE, 85 1/2 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 NU0870'LANE, 41.71 FEET WEST OF R.M. 1, 35.41 FEET SOUTHEAST OF R.M. 2, 5 1/2
 NU0870'FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE
 NU0870'POST PROJECTING 3 INCHES AND AT A SMALL CUT BANK.
 NU0870
 NU0870                          STATION RECOVERY (1983)
 NU0870
 NU0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0870'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0870'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0870'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0870'11.85 KM (7.4 MI) EAST ALONG INTERSTATE 86, 0.6 KM (0.4 MI) WEST OF
 NU0870'MILEPOST 7, 26.0 METERS (85.5 FT) NORTH OF THE WEST BOUND HIGHWAY
 NU0870'CENTERLINE, 12.7 METERS (41.5 FT) WEST OF RM 1 AND 4.1 METERS
 NU0870'(13.5 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 NU0870'THE MARK IS 1.7 METERS  N FROM A WITNESS POST.
 NU0870'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0869 ***********************************************************************
 NU0869  DESIGNATION -  IDA 15 W 4 RM 1
 NU0869  PID         -  NU0869
 NU0869  STATE/COUNTY-  ID/CASSIA
 NU0869  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0869
 NU0869                         *CURRENT SURVEY CONTROL
 NU0869  ___________________________________________________________________
 NU0869* NAD 83(1986)-  42 35 01.     (N)    113 23 18.     (W)     SCALED    
 NU0869* NAVD 88     -      1351.004  (meters)    4432.42   (feet)  ADJUSTED  
 NU0869  ___________________________________________________________________
 NU0869  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NU0869  DYNAMIC HT  -        1350.217 (meters)    4429.84  (feet)  COMP
 NU0869  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 NU0869
 NU0869  VERT ORDER  -  SECOND    CLASS 0
 NU0869
 NU0869.The horizontal coordinates were scaled from a topographic map and have
 NU0869.an estimated accuracy of +/- 6 seconds.
 NU0869
 NU0869.The orthometric height was determined by differential leveling
 NU0869.and adjusted by the National Geodetic Survey in June 1991..
 NU0869
 NU0869.The geoid height was determined by GEOID03.
 NU0869
 NU0869.The dynamic height is computed by dividing the NAVD 88
 NU0869.geopotential number by the normal gravity value computed on the
 NU0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0869.degrees latitude (g = 980.6199 gals.).
 NU0869
 NU0869.The modeled gravity was interpolated from observed gravity values.
 NU0869
 NU0869;                    North         East    Units  Estimated Accuracy
 NU0869;SPC ID C     -   102,030.      550,210.      MT  (+/- 180 meters Scaled)
 NU0869
 NU0869                          SUPERSEDED SURVEY CONTROL
 NU0869
 NU0869  NGVD 29 (??/??/92) 1350.029  (m)         4429.22   (f) ADJ UNCH    2 0
 NU0869
 NU0869.Superseded values are not recommended for survey control.
 NU0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0869.See file dsdata.txt to determine how the superseded data were derived.
 NU0869
 NU0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN040173(NAD 83)
 NU0869_MARKER: DR = REFERENCE MARK DISK
 NU0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0869_STAMPING: IDA 15W-4 NO 1 1959
 NU0869_MARK LOGO: CGS   
 NU0869_PROJECTION: PROJECTING 10 CENTIMETERS
 NU0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0869+STABILITY: SURFACE MOTION
 NU0869
 NU0869  HISTORY     - Date     Condition        Report By
 NU0869  HISTORY     - 1959     MONUMENTED       CGS
 NU0869  HISTORY     - 1960     GOOD             NGS
 NU0869  HISTORY     - 1983     GOOD             NGS
 NU0869
 NU0869                          STATION DESCRIPTION
 NU0869
 NU0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0869'7.75 MI W FROM RAFT RIVER.
 NU0869'7.75 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0869'STORE, 41.71 FEET EAST OF THE STATION MARK, SET IN A SQUARE CONCRETE
 NU0869'POST PROJECTING 5 INCHES.
 NU0869
 NU0869                          STATION RECOVERY (1983)
 NU0869
 NU0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0869'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0869'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0869'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0869'11.85 KM (7.4 MI) EAST ALONG INTERSTATE 86, 0.6 KM (0.4 MI) WEST OF
 NU0869'MILEPOST 7, 25.7 METERS (84.5 FT) NORTH OF THE WEST BOUND HIGHWAY
 NU0869'CENTERLINE, 12.7 METERS (41.5 FT) EAST OF THE STATION AND 4.4 METERS
 NU0869'(14.5 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 NU0869'THE MARK IS 12.0 METERS  E FROM A WITNESS POST.
 NU0869'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0871 ***********************************************************************
 NU0871  DESIGNATION -  IDA 15 W 4 RM 2
 NU0871  PID         -  NU0871
 NU0871  STATE/COUNTY-  ID/CASSIA
 NU0871  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0871
 NU0871                         *CURRENT SURVEY CONTROL
 NU0871  ___________________________________________________________________
 NU0871* NAD 83(1986)-  42 34 58.     (N)    113 23 23.     (W)     SCALED    
 NU0871* NAVD 88     -      1350.819  (meters)    4431.81   (feet)  ADJUSTED  
 NU0871  ___________________________________________________________________
 NU0871  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NU0871  DYNAMIC HT  -        1350.031 (meters)    4429.23  (feet)  COMP
 NU0871  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 NU0871
 NU0871  VERT ORDER  -  SECOND    CLASS 0
 NU0871
 NU0871.The horizontal coordinates were scaled from a topographic map and have
 NU0871.an estimated accuracy of +/- 6 seconds.
 NU0871
 NU0871.The orthometric height was determined by differential leveling
 NU0871.and adjusted by the National Geodetic Survey in June 1991..
 NU0871
 NU0871.The geoid height was determined by GEOID03.
 NU0871
 NU0871.The dynamic height is computed by dividing the NAVD 88
 NU0871.geopotential number by the normal gravity value computed on the
 NU0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0871.degrees latitude (g = 980.6199 gals.).
 NU0871
 NU0871.The modeled gravity was interpolated from observed gravity values.
 NU0871
 NU0871;                    North         East    Units  Estimated Accuracy
 NU0871;SPC ID C     -   101,930.      550,100.      MT  (+/- 180 meters Scaled)
 NU0871
 NU0871                          SUPERSEDED SURVEY CONTROL
 NU0871
 NU0871  NGVD 29 (??/??/92) 1349.843  (m)         4428.61   (f) ADJ UNCH    2 0
 NU0871
 NU0871.Superseded values are not recommended for survey control.
 NU0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0871.See file dsdata.txt to determine how the superseded data were derived.
 NU0871
 NU0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN039172(NAD 83)
 NU0871_MARKER: DR = REFERENCE MARK DISK
 NU0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0871_STAMPING: IDA 15W-4 NO 2 1960
 NU0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0871+STABILITY: SURFACE MOTION
 NU0871
 NU0871  HISTORY     - Date     Condition        Report By
 NU0871  HISTORY     - 1959     MONUMENTED       CGS
 NU0871  HISTORY     - 1980     MARK NOT FOUND   USGS
 NU0871  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0871
 NU0871                          STATION DESCRIPTION
 NU0871
 NU0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NU0871'7.75 MI W FROM RAFT RIVER.
 NU0871'7.75 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0871'STORE, 104 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 NU0871'LANE, 35.41 FEET NORTHWEST OF THE STATION MARK, SET IN A SQUARE
 NU0871'CONCRETE POST PROJECTING 2 INCHES.
 NU0871
 NU0871                          STATION RECOVERY (1980)
 NU0871
 NU0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NU0871'MARK NOT FOUND.
 NU0871
 NU0871                          STATION RECOVERY (1983)
 NU0871
 NU0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0871'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NU0871'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0867 ***********************************************************************
 NU0867  DESIGNATION -  IDA 15 W 5
 NU0867  PID         -  NU0867
 NU0867  STATE/COUNTY-  ID/CASSIA
 NU0867  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0867
 NU0867                         *CURRENT SURVEY CONTROL
 NU0867  ___________________________________________________________________
 NU0867* NAD 83(1992)-  42 35 16.28120(N)    113 21 34.25247(W)     ADJUSTED  
 NU0867* NAVD 88     -      1346.327  (meters)    4417.07   (feet)  ADJUSTED  
 NU0867  ___________________________________________________________________
 NU0867  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 NU0867  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NU0867  DYNAMIC HT  -        1345.545 (meters)    4414.51  (feet)  COMP
 NU0867  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 NU0867
 NU0867  HORZ ORDER  -  SECOND
 NU0867  VERT ORDER  -  SECOND    CLASS 0
 NU0867
 NU0867.The horizontal coordinates were established by classical geodetic methods
 NU0867.and adjusted by the National Geodetic Survey in July 1992..
 NU0867
 NU0867.The orthometric height was determined by differential leveling
 NU0867.and adjusted by the National Geodetic Survey in June 1991..
 NU0867
 NU0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0867
 NU0867.The geoid height was determined by GEOID03.
 NU0867
 NU0867.The dynamic height is computed by dividing the NAVD 88
 NU0867.geopotential number by the normal gravity value computed on the
 NU0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0867.degrees latitude (g = 980.6199 gals.).
 NU0867
 NU0867.The modeled gravity was interpolated from observed gravity values.
 NU0867
 NU0867;                    North         East     Units Scale Factor Converg.
 NU0867;SPC ID C     -   102,515.253   552,570.830   MT  0.99998136   +0 26 00.4
 NU0867;SPC ID E     -   103,006.164   102,091.008   MT  1.00006527   -0 48 26.2
 NU0867;UTM  12      - 4,717,747.062   306,394.757   MT  1.00006118   -1 35 50.0
 NU0867
 NU0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0867!SPC ID C     -   0.99979114  x   0.99998136  =   0.99977250
 NU0867!SPC ID E     -   0.99979114  x   1.00006527  =   0.99985639
 NU0867!UTM  12      -   0.99979114  x   1.00006118  =   0.99985230
 NU0867
 NU0867:                Primary Azimuth Mark                     Grid Az
 NU0867:SPC ID C     -  CLABBER                                  076 34 25.0
 NU0867:SPC ID E     -  CLABBER                                  077 48 51.6
 NU0867:UTM  12      -  CLABBER                                  078 36 15.4
 NU0867
 NU0867|---------------------------------------------------------------------|
 NU0867| PID    Reference Object                     Distance      Geod. Az  |
 NU0867|                                                           dddmmss.s |
 NU0867| NU1665 CLABBER                             APPROX. 6.4 KM 0770025.4 |
 NU0867| NU0866 IDA 15 W 5 RM 1                      12.592 METERS 18716     |
 NU0867| CM4906 IDA 15 W 5 RM 2                      11.231 METERS 32641     |
 NU0867|---------------------------------------------------------------------|
 NU0867
 NU0867                          SUPERSEDED SURVEY CONTROL
 NU0867
 NU0867  NAD 83(1986)-  42 35 16.27953(N)    113 21 34.24665(W) AD(       ) 2
 NU0867  NAD 27      -  42 35 16.60380(N)    113 21 31.24850(W) AD(       ) 2
 NU0867  NGVD 29 (??/??/92) 1345.355  (m)         4413.89   (f) ADJ UNCH    2 0
 NU0867
 NU0867.Superseded values are not recommended for survey control.
 NU0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0867.See file dsdata.txt to determine how the superseded data were derived.
 NU0867
 NU0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN0639517747(NAD 83)
 NU0867_MARKER: DS = TRIANGULATION STATION DISK
 NU0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0867_STAMPING: IDA 15W-5 1960
 NU0867_MARK LOGO: CGS   
 NU0867_PROJECTION: PROJECTING 14 CENTIMETERS
 NU0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0867+STABILITY: SURFACE MOTION
 NU0867
 NU0867  HISTORY     - Date     Condition        Report By
 NU0867  HISTORY     - 1955     MONUMENTED       CGS
 NU0867  HISTORY     - 1959     GOOD             CGS
 NU0867  HISTORY     - 1983     GOOD             NGS
 NU0867
 NU0867                          STATION DESCRIPTION
 NU0867
 NU0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WWH)
 NU0867'LOCATED ABOUT 14.5 MILES EASTERLY ALONG THE FREEWAY FROM THE
 NU0867'SNAKE RIVER BRIDGE, 1.6 MILES EAST OF IDA 15 W-4 AND 1.8
 NU0867'MILES EAST OF TWO CONCRETE BRIDGE ON THE FREEWAY.  ON SUMMIT
 NU0867'OF SAGE RISE, 0.1 MILE NORTH OF FREEWAY.
 NU0867'
 NU0867'FROM INTERSECTION OF U.S. HIGHWAY 30 S AND STATE HIGHWAY 77 IN
 NU0867'DECLO, GO EASTERLY ON U.S. HIGHWAY 30 S FOR 4.1 MILE TO JUNCTION
 NU0867'OF GRAVEL ROAD.  TURN LEFT NORTH ON GRAVELED AND GRADED DIRT
 NU0867'ROAD FOR 2.4 MILES TO INTERSECTION OF FREEWAY.  TURN RIGHT
 NU0867'ALONG ROUTE OF FREEWAY AND GO EASTERLY FOR 10.4 MILES.  THENCE
 NU0867'LEFT NORTH 0.1 MILE ON TRACK ROAD TO SUMMIT OF SAGE RISE AND
 NU0867'STATION.
 NU0867'
 NU0867'STATION IS A STANDARD DISK STAMPED, IDA 15 W-5 1959, SET IN TOP
 NU0867'OF A SQUARE CONCRETE POST PROJECTING 4-INCHES AND IS 9.7 FEET
 NU0867'NORTHEAST OF STEEL WITNESS POST.
 NU0867'
 NU0867'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED, IDA 15 W-5
 NU0867'NO 1 1959, SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING
 NU0867'4-INCHES AND LEVEL WITH STATION.
 NU0867'
 NU0867'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED, IDA 15 W-5
 NU0867'NO 2 1959, SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING
 NU0867'4-INCHES AND ABOUT 1-FOOT ABOVE THE STATION.  FREEWAY - THE
 NU0867'ROUTING OF INTERSTATE HIGHWAY 15W
 NU0867
 NU0867                          STATION RECOVERY (1959)
 NU0867
 NU0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NU0867'6.35 MI W FROM RAFT RIVER.
 NU0867'6.25 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0867'STORE, THENCE 0.1 MILE NORTH TO THE SUMMIT OF A SLIGHT SAGE RISE,
 NU0867'41.31 FEET NORTH OF R.M. 1, 36.85 FEET SOUTHEAST OF R.M. 2, 9.7 FEET
 NU0867'NORTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE
 NU0867'POST PROJECTING 4 INCHES.
 NU0867
 NU0867                          STATION RECOVERY (1983)
 NU0867
 NU0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0867'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0867'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0867'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0867'14.25 KM (8.9 MI) EAST ALONG INTERSTATE 86, THENCE 0.15 KM (0.1 MI)
 NU0867'NORTH ACROSS COUNTRY TO THE TOP OF THE HIGHEST POINT OF A LOW HILL AND
 NU0867'THE STATION, 0.2 KM (0.12 MI) EAST OF MILEPOST 8, 12.6 METERS
 NU0867'(41.5 FT) NORTH OF RM 1 AND 11.1 METERS (36.5 FT) SOUTH-SOUTHEAST OF
 NU0867'RM 2.
 NU0867'THE MARK IS 2.7 METERS  NE FROM A WITNESS POST.
 NU0867'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0866 ***********************************************************************
 NU0866  DESIGNATION -  IDA 15 W 5 RM 1
 NU0866  PID         -  NU0866
 NU0866  STATE/COUNTY-  ID/CASSIA
 NU0866  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0866
 NU0866                         *CURRENT SURVEY CONTROL
 NU0866  ___________________________________________________________________
 NU0866* NAD 83(1986)-  42 35 16.     (N)    113 21 34.     (W)     SCALED    
 NU0866* NAVD 88     -      1346.196  (meters)    4416.64   (feet)  ADJUSTED  
 NU0866  ___________________________________________________________________
 NU0866  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NU0866  DYNAMIC HT  -        1345.414 (meters)    4414.08  (feet)  COMP
 NU0866  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 NU0866
 NU0866  VERT ORDER  -  SECOND    CLASS 0
 NU0866
 NU0866.The horizontal coordinates were scaled from a topographic map and have
 NU0866.an estimated accuracy of +/- 6 seconds.
 NU0866
 NU0866.The orthometric height was determined by differential leveling
 NU0866.and adjusted by the National Geodetic Survey in June 1991..
 NU0866
 NU0866.The geoid height was determined by GEOID03.
 NU0866
 NU0866.The dynamic height is computed by dividing the NAVD 88
 NU0866.geopotential number by the normal gravity value computed on the
 NU0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0866.degrees latitude (g = 980.6199 gals.).
 NU0866
 NU0866.The modeled gravity was interpolated from observed gravity values.
 NU0866
 NU0866;                    North         East    Units  Estimated Accuracy
 NU0866;SPC ID C     -   102,510.      552,580.      MT  (+/- 180 meters Scaled)
 NU0866
 NU0866                          SUPERSEDED SURVEY CONTROL
 NU0866
 NU0866  NGVD 29 (??/??/92) 1345.224  (m)         4413.46   (f) ADJ UNCH    2 0
 NU0866
 NU0866.Superseded values are not recommended for survey control.
 NU0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0866.See file dsdata.txt to determine how the superseded data were derived.
 NU0866
 NU0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN064177(NAD 83)
 NU0866_MARKER: DR = REFERENCE MARK DISK
 NU0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0866_STAMPING: IDA 15W-5 NO 1 1959
 NU0866_MARK LOGO: CGS   
 NU0866_PROJECTION: PROJECTING 5 CENTIMETERS
 NU0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0866+STABILITY: SURFACE MOTION
 NU0866
 NU0866  HISTORY     - Date     Condition        Report By
 NU0866  HISTORY     - 1959     MONUMENTED       CGS
 NU0866  HISTORY     - 1960     GOOD             NGS
 NU0866  HISTORY     - 1983     GOOD             NGS
 NU0866
 NU0866                          STATION DESCRIPTION
 NU0866
 NU0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0866'6.35 MI W FROM RAFT RIVER.
 NU0866'6.25 MILES WEST ON INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER STORE,
 NU0866'THENCE 0.1 MILE NORTH TO THE SUMMIT OF A SLIGHT SAGE RISE, 41.31 FEET
 NU0866'SOUTH OF THE STATION, SET IN A SQUARE CONCRETE POST PROJECTING 4
 NU0866'INCHES AND ABOUT LEVEL WITH THE STATION.
 NU0866
 NU0866                          STATION RECOVERY (1983)
 NU0866
 NU0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0866'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0866'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0866'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0866'14.25 KM (8.9 MI) EAST ALONG INTERSTATE 86, THENCE 0.15 KM (0.1 MI)
 NU0866'NORTH ACROSS COUNTRY TO THE TOP OF THE HIGHEST POINT OF A LOW HILL,
 NU0866'0.2 KM (0.12 MI) EAST OF MILEPOST 8, 12.6 METERS (41.3 FT) SOUTH OF
 NU0866'THE STATION AND 22.2 METERS (73 FT) SOUTHEAST OF RM 2.
 NU0866'THE MARK IS 10.8 METERS  S FROM A WITNESS POST.
 NU0866'THE MARK IS 0.15 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0861 ***********************************************************************
 NU0861  DESIGNATION -  IDA 15 W 6
 NU0861  PID         -  NU0861
 NU0861  STATE/COUNTY-  ID/CASSIA
 NU0861  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0861
 NU0861                         *CURRENT SURVEY CONTROL
 NU0861  ___________________________________________________________________
 NU0861* NAD 83(1992)-  42 35 28.82453(N)    113 18 06.08541(W)     ADJUSTED  
 NU0861* NAVD 88     -      1310.789  (meters)    4300.48   (feet)  ADJUSTED  
 NU0861  ___________________________________________________________________
 NU0861  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 NU0861  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NU0861  DYNAMIC HT  -        1310.027 (meters)    4297.98  (feet)  COMP
 NU0861  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 NU0861
 NU0861  HORZ ORDER  -  THIRD
 NU0861  VERT ORDER  -  FIRST     CLASS II
 NU0861
 NU0861.The horizontal coordinates were established by classical geodetic methods
 NU0861.and adjusted by the National Geodetic Survey in July 1992..
 NU0861
 NU0861.The orthometric height was determined by differential leveling
 NU0861.and adjusted by the National Geodetic Survey in June 1991..
 NU0861
 NU0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0861
 NU0861.The geoid height was determined by GEOID03.
 NU0861
 NU0861.The dynamic height is computed by dividing the NAVD 88
 NU0861.geopotential number by the normal gravity value computed on the
 NU0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0861.degrees latitude (g = 980.6199 gals.).
 NU0861
 NU0861.The modeled gravity was interpolated from observed gravity values.
 NU0861
 NU0861;                    North         East     Units Scale Factor Converg.
 NU0861;SPC ID C     -   102,939.810   557,313.847   MT  0.99998777   +0 28 21.4
 NU0861;SPC ID E     -   103,327.941   106,842.463   MT  1.00005410   -0 46 05.5
 NU0861;UTM  12      - 4,718,003.299   311,150.150   MT  1.00003880   -1 33 29.4
 NU0861
 NU0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0861!SPC ID C     -   0.99979670  x   0.99998777  =   0.99978447
 NU0861!SPC ID E     -   0.99979670  x   1.00005410  =   0.99985079
 NU0861!UTM  12      -   0.99979670  x   1.00003880  =   0.99983549
 NU0861
 NU0861|---------------------------------------------------------------------|
 NU0861| PID    Reference Object                     Distance      Geod. Az  |
 NU0861|                                                           dddmmss.s |
 NU0861| NU0862 IDA 15 W 6 RM 1                       8.117 METERS 19005     |
 NU0861| NU0863 IDA 15 W 6 RM 2                       9.425 METERS 25827     |
 NU0861| NU0867 IDA 15 W 5                          APPROX. 4.8 KM 2652127.2 |
 NU0861|---------------------------------------------------------------------|
 NU0861
 NU0861                          SUPERSEDED SURVEY CONTROL
 NU0861
 NU0861  NAD 83(1986)-  42 35 28.82247(N)    113 18 06.07955(W) AD(       ) 3
 NU0861  NAD 27      -  42 35 29.14440(N)    113 18 03.08310(W) AD(       ) 3
 NU0861  NGVD 29 (??/??/92) 1309.817  (m)         4297.29   (f) ADJ UNCH    1 2
 NU0861
 NU0861.Superseded values are not recommended for survey control.
 NU0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0861.See file dsdata.txt to determine how the superseded data were derived.
 NU0861
 NU0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN1115018003(NAD 83)
 NU0861_MARKER: DS = TRIANGULATION STATION DISK
 NU0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0861_STAMPING: IDA 15W-6 1959
 NU0861_MARK LOGO: CGS   
 NU0861_PROJECTION: PROJECTING 10 CENTIMETERS
 NU0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0861+STABILITY: SURFACE MOTION
 NU0861
 NU0861  HISTORY     - Date     Condition        Report By
 NU0861  HISTORY     - 1959     MONUMENTED       CGS
 NU0861  HISTORY     - 1960     GOOD             NGS
 NU0861  HISTORY     - 1983     GOOD             NGS
 NU0861
 NU0861                          STATION DESCRIPTION
 NU0861
 NU0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU0861'THE STATION IS ABOUT 17-1/2 MILES EAST ALONG INTERSTATE HIGHWAY
 NU0861'15W FROM THE SNAKE RIVER,* 3 MILES WEST OF THE RAFT RIVER STORE,
 NU0861'105 FEET SOUTH OF THE WEST BOUND TRAFFIC LANE, 100 FEET NORTH
 NU0861'OF THE EAST BOUND TRAFFIC LANE, 7-1/2 FEET SOUTH OF A METAL
 NU0861'WITNESS POST WITH SIGN AND BETWEEN THE TWO TRAFFIC LANES.
 NU0861'
 NU0861'TO REACH FROM THE POST OFFICE AT RUPERT GO SOUTHEAST 0.25
 NU0861'MILE TO U.S. HIGHWAY 30N.  TURN LEFT, EASTERLY, ON U.S. HIGHWAY
 NU0861'30N AND GO 19.0 MILES TO A SIDE ROAD RIGHT AT HIGHWAY MILE
 NU0861'POLE 246.  TURN RIGHT, SOUTH, ON A DIRT ROAD AND GO 0.7 MILE
 NU0861'TO THE WEST BOUND TRAFFIC LANE OF HIGHWAY 15W.  TURN RIGHT,
 NU0861'WEST, ON THE HIGHWAY AND GO 0.35 MILE TO THE STATION ON THE
 NU0861'LEFT.
 NU0861'
 NU0861'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 15W-6 1959,
 NU0861'IS A STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 2
 NU0861'INCHES.
 NU0861'
 NU0861'REFERENCE MARK NO. 1, STAMPED IDA 15W-6 NO 1 1959, IS A STANDARD
 NU0861'DISK SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES AND
 NU0861'ABOUT LEVEL WITH THE STATION.
 NU0861'
 NU0861'REFERENCE MARK NO. 2, STAMPED IDA 15W-6 NO 2 1959, IS A STANDARD
 NU0861'DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES AND
 NU0861'ABOUT LEVEL WITH THE STATION.
 NU0861'
 NU0861'* (FROM THE SNAKE RIVER BRIDGE BY PRESENT ROUTING ALONG U.S.
 NU0861'HIGHWAY 30N
 NU0861
 NU0861                          STATION RECOVERY (1960)
 NU0861
 NU0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0861'3.35 MI W FROM RAFT RIVER.
 NU0861'3.35 MILES WEST ALONG INTERSTATE HIGHWAY 15 W FROM THE RAFT RIVER
 NU0861'STORE, 105 FEET SOUTH OF THE WEST BOUND TRAFFIC LANE, 100 FEET NORTH
 NU0861'OF THE EAST BOUND TRAFFIC LANE, 30.92 FEET EAST OF R.M. 2, 26.63 FEET
 NU0861'NORTH OF R.M. 1, 7 1/2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN,
 NU0861'SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 NU0861
 NU0861                          STATION RECOVERY (1983)
 NU0861
 NU0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0861'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0861'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0861'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0861'19.05 KM (11.9 MI) EAST ALONG INTERSTATE 86, 5.2 KM (3.25 MI) WEST OF
 NU0861'THE CROSSING OF THE RAFT RIVER, 0.14 KM (0.1 MI) EAST OF MILEPOST 11,
 NU0861'30.5 METERS (100 FT) NORTH OF THE EAST BOUND HIGHWAY CENTERLINE,
 NU0861'32.0 METERS (105 FT) SOUTH OF THE WEST BOUND HIGHWAY CENTERLINE,
 NU0861'9.4 METERS (31 FT) EAST OF RM 2 AND 8.1 METERS (26.5 FT) NORTH OF RM
 NU0861'1.
 NU0861'THE MARK IS 2.3 METERS  N FROM A WITNESS POST.
 NU0861'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0862 ***********************************************************************
 NU0862  DESIGNATION -  IDA 15 W 6 RM 1
 NU0862  PID         -  NU0862
 NU0862  STATE/COUNTY-  ID/CASSIA
 NU0862  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0862
 NU0862                         *CURRENT SURVEY CONTROL
 NU0862  ___________________________________________________________________
 NU0862* NAD 83(1986)-  42 35 29.     (N)    113 18 06.     (W)     SCALED    
 NU0862* NAVD 88     -      1310.848  (meters)    4300.67   (feet)  ADJUSTED  
 NU0862  ___________________________________________________________________
 NU0862  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NU0862  DYNAMIC HT  -        1310.086 (meters)    4298.17  (feet)  COMP
 NU0862  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 NU0862
 NU0862  VERT ORDER  -  SECOND    CLASS 0
 NU0862
 NU0862.The horizontal coordinates were scaled from a topographic map and have
 NU0862.an estimated accuracy of +/- 6 seconds.
 NU0862
 NU0862.The orthometric height was determined by differential leveling
 NU0862.and adjusted by the National Geodetic Survey in June 1991..
 NU0862
 NU0862.The geoid height was determined by GEOID03.
 NU0862
 NU0862.The dynamic height is computed by dividing the NAVD 88
 NU0862.geopotential number by the normal gravity value computed on the
 NU0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0862.degrees latitude (g = 980.6199 gals.).
 NU0862
 NU0862.The modeled gravity was interpolated from observed gravity values.
 NU0862
 NU0862;                    North         East    Units  Estimated Accuracy
 NU0862;SPC ID C     -   102,950.      557,320.      MT  (+/- 180 meters Scaled)
 NU0862
 NU0862                          SUPERSEDED SURVEY CONTROL
 NU0862
 NU0862  NGVD 29 (??/??/92) 1309.877  (m)         4297.49   (f) ADJ UNCH    2 0
 NU0862
 NU0862.Superseded values are not recommended for survey control.
 NU0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0862.See file dsdata.txt to determine how the superseded data were derived.
 NU0862
 NU0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN111180(NAD 83)
 NU0862_MARKER: DR = REFERENCE MARK DISK
 NU0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0862_STAMPING: IDA 15W-6 NO 1 1959
 NU0862_MARK LOGO: CGS   
 NU0862_PROJECTION: PROJECTING 5 CENTIMETERS
 NU0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0862+STABILITY: SURFACE MOTION
 NU0862
 NU0862  HISTORY     - Date     Condition        Report By
 NU0862  HISTORY     - 1959     MONUMENTED       CGS
 NU0862  HISTORY     - 1960     GOOD             NGS
 NU0862  HISTORY     - 1983     GOOD             NGS
 NU0862
 NU0862                          STATION DESCRIPTION
 NU0862
 NU0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0862'3.35 MI W FROM RAFT RIVER.
 NU0862'3.35 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER STORE
 NU0862'26.63 FEET SOUTH OF THE STATION, SET IN A SQUARE CONCRETE POST
 NU0862'PROJECTING 6 INCHES AND ABOUT THE SAME ELEVATION AS THE STATION.
 NU0862
 NU0862                          STATION RECOVERY (1983)
 NU0862
 NU0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0862'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0862'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0862'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0862'19.05 KM (11.9 MI) EAST ALONG INTERSTATE 86, 5.2 KM (3.25 MI) WEST OF
 NU0862'THE CROSSING OF RAFT RIVER, 0.14 KM (0.1 MI) EAST OF MILEPOST 11,
 NU0862'39.9 METERS (131 FT) SOUTH OF THE WEST BOUND HIGHWAY CENTERLINE,
 NU0862'22.5 METERS (74 FT) NORTH OF THE EAST BOUND HIGHWAY CENTERLINE, 8.0
 NU0862'METERS (26.5 FT) SOUTH OF THE STATION AND 9.9 METERS (32.5 FT)
 NU0862'SOUTHEAST OF RM 2.
 NU0862'THE MARK IS 10.4 METERS  S FROM A WITNESS POST.
 NU0862'THE MARK IS ABOVE LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0863 ***********************************************************************
 NU0863  DESIGNATION -  IDA 15 W 6 RM 2
 NU0863  PID         -  NU0863
 NU0863  STATE/COUNTY-  ID/CASSIA
 NU0863  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0863
 NU0863                         *CURRENT SURVEY CONTROL
 NU0863  ___________________________________________________________________
 NU0863* NAD 83(1986)-  42 35 29.     (N)    113 18 06.     (W)     SCALED    
 NU0863* NAVD 88     -      1310.811  (meters)    4300.55   (feet)  ADJUSTED  
 NU0863  ___________________________________________________________________
 NU0863  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NU0863  DYNAMIC HT  -        1310.049 (meters)    4298.05  (feet)  COMP
 NU0863  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 NU0863
 NU0863  VERT ORDER  -  SECOND    CLASS 0
 NU0863
 NU0863.The horizontal coordinates were scaled from a topographic map and have
 NU0863.an estimated accuracy of +/- 6 seconds.
 NU0863
 NU0863.The orthometric height was determined by differential leveling
 NU0863.and adjusted by the National Geodetic Survey in June 1991..
 NU0863
 NU0863.The geoid height was determined by GEOID03.
 NU0863
 NU0863.The dynamic height is computed by dividing the NAVD 88
 NU0863.geopotential number by the normal gravity value computed on the
 NU0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0863.degrees latitude (g = 980.6199 gals.).
 NU0863
 NU0863.The modeled gravity was interpolated from observed gravity values.
 NU0863
 NU0863;                    North         East    Units  Estimated Accuracy
 NU0863;SPC ID C     -   102,950.      557,320.      MT  (+/- 180 meters Scaled)
 NU0863
 NU0863                          SUPERSEDED SURVEY CONTROL
 NU0863
 NU0863  NGVD 29 (??/??/92) 1309.840  (m)         4297.37   (f) ADJ UNCH    2 0
 NU0863
 NU0863.Superseded values are not recommended for survey control.
 NU0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0863.See file dsdata.txt to determine how the superseded data were derived.
 NU0863
 NU0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN111180(NAD 83)
 NU0863_MARKER: DR = REFERENCE MARK DISK
 NU0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0863_STAMPING: IDA 15W-6 NO 2 1960
 NU0863_MARK LOGO: CGS   
 NU0863_PROJECTION: PROJECTING 10 CENTIMETERS
 NU0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0863+STABILITY: SURFACE MOTION
 NU0863
 NU0863  HISTORY     - Date     Condition        Report By
 NU0863  HISTORY     - 1959     MONUMENTED       CGS
 NU0863  HISTORY     - 1983     GOOD             NGS
 NU0863
 NU0863                          STATION DESCRIPTION
 NU0863
 NU0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NU0863'3.35 MI W FROM RAFT RIVER.
 NU0863'3.35 MILES WEST ALONG INTERSTATE HIGHWAY 15W FROM THE RAFT RIVER
 NU0863'STORE, 30.92 FEET WEST OF THE STATION, SET IN A SQUARE CONCRETE POST
 NU0863'PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE STATION.
 NU0863
 NU0863                          STATION RECOVERY (1983)
 NU0863
 NU0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0863'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0863'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0863'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0863'19.05 KM (11.9 MI) EAST ALONG INTERSTATE 86, 5.2 KM (3.25 MI) WEST OF
 NU0863'THE CROSSING OF RAFT RIVER, 0.14 KM (0.1 MI) EAST OF MILEPOST 11,
 NU0863'30.2 METERS (99 FT) NORTH OF THE EAST BOUND HIGHWAY CENTERLINE,
 NU0863'32.3 METERS (106 FT) SOUTH OF THE WEST BOUND HIGHWAY CENTERLINE, 9.9
 NU0863'METERS (32.5 FT) NORTHWEST OF RM 1 AND 9.4 METERS (31 FT) WEST OF THE
 NU0863'STATION.
 NU0863'THE MARK IS 10.3 METERS  W FROM A WITNESS POST.
 NU0863'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0858 ***********************************************************************
 NU0858  DESIGNATION -  IDA 15 W 7
 NU0858  PID         -  NU0858
 NU0858  STATE/COUNTY-  ID/CASSIA
 NU0858  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0858
 NU0858                         *CURRENT SURVEY CONTROL
 NU0858  ___________________________________________________________________
 NU0858* NAD 83(1992)-  42 35 50.16376(N)    113 16 06.54793(W)     ADJUSTED  
 NU0858* NAVD 88     -      1303.078  (meters)    4275.18   (feet)  ADJUSTED  
 NU0858  ___________________________________________________________________
 NU0858  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 NU0858  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NU0858  DYNAMIC HT  -        1302.324 (meters)    4272.71  (feet)  COMP
 NU0858  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 NU0858
 NU0858  HORZ ORDER  -  THIRD
 NU0858  VERT ORDER  -  SECOND    CLASS 0
 NU0858
 NU0858.The horizontal coordinates were established by classical geodetic methods
 NU0858.and adjusted by the National Geodetic Survey in July 1992..
 NU0858
 NU0858.The orthometric height was determined by differential leveling
 NU0858.and adjusted by the National Geodetic Survey in June 1991..
 NU0858
 NU0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0858
 NU0858.The geoid height was determined by GEOID03.
 NU0858
 NU0858.The dynamic height is computed by dividing the NAVD 88
 NU0858.geopotential number by the normal gravity value computed on the
 NU0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0858.degrees latitude (g = 980.6199 gals.).
 NU0858
 NU0858.The modeled gravity was interpolated from observed gravity values.
 NU0858
 NU0858;                    North         East     Units Scale Factor Converg.
 NU0858;SPC ID C     -   103,621.257   560,033.462   MT  0.99999169   +0 29 42.5
 NU0858;SPC ID E     -   103,950.372   109,576.365   MT  1.00004793   -0 44 44.9
 NU0858;UTM  12      - 4,718,587.965   313,892.323   MT  1.00002615   -1 32 09.0
 NU0858
 NU0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0858!SPC ID C     -   0.99979790  x   0.99999169  =   0.99978959
 NU0858!SPC ID E     -   0.99979790  x   1.00004793  =   0.99984582
 NU0858!UTM  12      -   0.99979790  x   1.00002615  =   0.99982404
 NU0858
 NU0858|---------------------------------------------------------------------|
 NU0858| PID    Reference Object                     Distance      Geod. Az  |
 NU0858|                                                           dddmmss.s |
 NU0858| NU0857 IDA 15 W 7 RM 1                      10.989 METERS 05244     |
 NU0858| NU0856 IDA 15 W 7 RM 2                      13.923 METERS 11935     |
 NU0858| NU0861 IDA 15 W 6                          APPROX. 2.8 KM 2562541.8 |
 NU0858| NU0860 CLABBER AZ MK RESET                 APPROX. 2.1 KM 2571357.8 |
 NU0858|---------------------------------------------------------------------|
 NU0858
 NU0858                          SUPERSEDED SURVEY CONTROL
 NU0858
 NU0858  NAD 83(1986)-  42 35 50.16154(N)    113 16 06.54159(W) AD(       ) 3
 NU0858  NAD 27      -  42 35 50.48250(N)    113 16 03.54740(W) AD(       ) 3
 NU0858  NGVD 29 (??/??/92) 1302.096  (m)         4271.96   (f) ADJ UNCH    2 0
 NU0858
 NU0858.Superseded values are not recommended for survey control.
 NU0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0858.See file dsdata.txt to determine how the superseded data were derived.
 NU0858
 NU0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN1389218588(NAD 83)
 NU0858_MARKER: DS = TRIANGULATION STATION DISK
 NU0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0858_STAMPING: IDA 15W-7 1959
 NU0858_MARK LOGO: CGS   
 NU0858_PROJECTION: PROJECTING 5 CENTIMETERS
 NU0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0858+STABILITY: SURFACE MOTION
 NU0858
 NU0858  HISTORY     - Date     Condition        Report By
 NU0858  HISTORY     - 1959     MONUMENTED       CGS
 NU0858  HISTORY     - 1960     GOOD             NGS
 NU0858  HISTORY     - 1983     GOOD             NGS
 NU0858
 NU0858                          STATION DESCRIPTION
 NU0858
 NU0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU0858'THE STATION IS ABOUT 21 MILES EAST OF RUPERT, 1-1/2 MILES WEST
 NU0858'OF THE RAFT RIVER STORE, 0.15 MILE NORTHEAST OF A DOUBLE CONCRETE
 NU0858'BRIDGE ON INTERSTATE HIGHWAY 15W, 12 FEET EAST OF A TRACK ROAD,
 NU0858'5 FEET EAST OF A METAL WITNESS POST WITH SIGN AND IN A FLAT
 NU0858'GRASS COVERED AREA ABOUT THE SAME ELEVATION AS HIGHWAY 15W.
 NU0858'
 NU0858'TO REACH FROM THE POST OFFICE AT RUPERT GO SOUTHEAST 0.25 MILE
 NU0858'TO U.S. HIGHWAY 30N.  TURN LEFT, EASTERLY, ON U.S. HIGHWAY 30N
 NU0858'AND 20.5 MILES TO A SIDE ROAD RIGHT JUST AFTER PASSING A HIGHWAY
 NU0858'CURVE SIGN.  TURN RIGHT, SOUTH, ON A DIRT ROAD AND GO 0.1 MILE
 NU0858'TO A FORK.  TAKE RIGHT FORK, SOUTH, FOR 0.1 MILE TO THE STATION
 NU0858'ON THE LEFT.
 NU0858'
 NU0858'THE STATION WITH UNDERGROUND MARK, STAMPED IDA 15W-7 1959, IS
 NU0858'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 NU0858'5 INCHES.
 NU0858'
 NU0858'REFERENCE MARK NO. 1, STAMPED IDA 15W-7 NO 1 1959, IS A STANDARD
 NU0858'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 5
 NU0858'INCHES.
 NU0858'
 NU0858'REFERENCE MARK NO. 2, STAMPED IDA 15W-7 NO 2 1959, IS A STANDARD
 NU0858'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES.
 NU0858
 NU0858                          STATION RECOVERY (1960)
 NU0858
 NU0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0858'1.5 MI SW FROM RAFT RIVER.
 NU0858'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0858'FROM THE RAFT RIVER BRIDGE, 0.15 MILE NORTHEAST FROM A DOUBLE BRIDGE
 NU0858'ON THE HIGHWAY, 36 FEET EAST NORTHEAST OF REFERENCE MARK NO. 1, 45.7
 NU0858'FEET SOUTHEAST FROM REFERENCE MARK NO. 2, 13 FEET EAST OF A TRACK
 NU0858'ROAD, 5 FEET EAST FROM A METAL WITNESS POST WITH SIGN, SET IN A SQUARE
 NU0858'CONCRETE POST PROJECTING 3-INCHES.
 NU0858
 NU0858                          STATION RECOVERY (1983)
 NU0858
 NU0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0858'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0858'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0858'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0858'21.05 KM (13.15 MI) EAST ALONG INTERSTATE 86, THENCE 0.25 KM (0.15 MI)
 NU0858'NORTH ACROSS COUNTRY, 0.15 KM (0.1 MI) EAST ACROSS COUNTRY FROM A
 NU0858'LARGE STEEL SILO, ON THE TOP OF THE WEST END OF A FLAT TOP HILL,
 NU0858'13.9 METERS (45.5 FT) NORTHWEST OF RM 2 AND 11.0 METERS (36 FT)
 NU0858'WEST-SOUTHWEST OF RM 1.
 NU0858'THE MARK IS 1.5 METERS  E FROM A WITNESS POST.
 NU0858'THE MARK IS ABOVE LEVEL WITH RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0857 ***********************************************************************
 NU0857  DESIGNATION -  IDA 15 W 7 RM 1
 NU0857  PID         -  NU0857
 NU0857  STATE/COUNTY-  ID/CASSIA
 NU0857  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0857
 NU0857                         *CURRENT SURVEY CONTROL
 NU0857  ___________________________________________________________________
 NU0857* NAD 83(1986)-  42 35 50.     (N)    113 16 06.     (W)     SCALED    
 NU0857* NAVD 88     -      1303.007  (meters)    4274.95   (feet)  ADJUSTED  
 NU0857  ___________________________________________________________________
 NU0857  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NU0857  DYNAMIC HT  -        1302.253 (meters)    4272.48  (feet)  COMP
 NU0857  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 NU0857
 NU0857  VERT ORDER  -  SECOND    CLASS 0
 NU0857
 NU0857.The horizontal coordinates were scaled from a topographic map and have
 NU0857.an estimated accuracy of +/- 6 seconds.
 NU0857
 NU0857.The orthometric height was determined by differential leveling
 NU0857.and adjusted by the National Geodetic Survey in June 1991..
 NU0857
 NU0857.The geoid height was determined by GEOID03.
 NU0857
 NU0857.The dynamic height is computed by dividing the NAVD 88
 NU0857.geopotential number by the normal gravity value computed on the
 NU0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0857.degrees latitude (g = 980.6199 gals.).
 NU0857
 NU0857.The modeled gravity was interpolated from observed gravity values.
 NU0857
 NU0857;                    North         East    Units  Estimated Accuracy
 NU0857;SPC ID C     -   103,620.      560,050.      MT  (+/- 180 meters Scaled)
 NU0857
 NU0857                          SUPERSEDED SURVEY CONTROL
 NU0857
 NU0857  NGVD 29 (??/??/92) 1302.025  (m)         4271.73   (f) ADJ UNCH    2 0
 NU0857
 NU0857.Superseded values are not recommended for survey control.
 NU0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0857.See file dsdata.txt to determine how the superseded data were derived.
 NU0857
 NU0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN139185(NAD 83)
 NU0857_MARKER: DR = REFERENCE MARK DISK
 NU0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0857_STAMPING: IDA 15W-7 NO 1 1959
 NU0857_MARK LOGO: CGS   
 NU0857_PROJECTION: PROJECTING 5 CENTIMETERS
 NU0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0857+STABILITY: SURFACE MOTION
 NU0857
 NU0857  HISTORY     - Date     Condition        Report By
 NU0857  HISTORY     - 1959     MONUMENTED       CGS
 NU0857  HISTORY     - 1960     GOOD             NGS
 NU0857  HISTORY     - 1983     GOOD             NGS
 NU0857
 NU0857                          STATION DESCRIPTION
 NU0857
 NU0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0857'1.5 MI SW FROM RAFT RIVER.
 NU0857'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0857'FROM THE RAFT RIVER BRIDGE, 43.7 FEET NORTH OF REFERENCE MARK NO. 2,
 NU0857'36.0 FEET WEST SOUTHWEST FROM TRIANGULATION STATION IDA 15W-7, SET IN
 NU0857'THE TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES.
 NU0857
 NU0857                          STATION RECOVERY (1983)
 NU0857
 NU0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0857'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0857'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0857'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0857'21.05 KM (13.15 MI) EAST ALONG INTERSTATE 86, THENCE 0.25 KM (0.15 MI)
 NU0857'NORTH ACROSS COUNTRY, 0.15 KM (0.1 MI) EAST ACROSS COUNTRY FROM A
 NU0857'LARGE STEEL SILO, 11.0 METERS (36 FT) EAST OF THE STATION AND
 NU0857'13.9 METERS (45.7 FT) NORTH OF RM 2.
 NU0857'THE MARK IS 11.0 METERS  E FROM A WITNESS POST.
 NU0857'THE MARK IS ABOVE LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0856 ***********************************************************************
 NU0856  DESIGNATION -  IDA 15 W 7 RM 2
 NU0856  PID         -  NU0856
 NU0856  STATE/COUNTY-  ID/CASSIA
 NU0856  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU0856
 NU0856                         *CURRENT SURVEY CONTROL
 NU0856  ___________________________________________________________________
 NU0856* NAD 83(1986)-  42 35 50.     (N)    113 16 06.     (W)     SCALED    
 NU0856* NAVD 88     -      1302.827  (meters)    4274.36   (feet)  ADJUSTED  
 NU0856  ___________________________________________________________________
 NU0856  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NU0856  DYNAMIC HT  -        1302.073 (meters)    4271.88  (feet)  COMP
 NU0856  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 NU0856
 NU0856  VERT ORDER  -  SECOND    CLASS 0
 NU0856
 NU0856.The horizontal coordinates were scaled from a topographic map and have
 NU0856.an estimated accuracy of +/- 6 seconds.
 NU0856
 NU0856.The orthometric height was determined by differential leveling
 NU0856.and adjusted by the National Geodetic Survey in June 1991..
 NU0856
 NU0856.The geoid height was determined by GEOID03.
 NU0856
 NU0856.The dynamic height is computed by dividing the NAVD 88
 NU0856.geopotential number by the normal gravity value computed on the
 NU0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0856.degrees latitude (g = 980.6199 gals.).
 NU0856
 NU0856.The modeled gravity was interpolated from observed gravity values.
 NU0856
 NU0856;                    North         East    Units  Estimated Accuracy
 NU0856;SPC ID C     -   103,620.      560,050.      MT  (+/- 180 meters Scaled)
 NU0856
 NU0856                          SUPERSEDED SURVEY CONTROL
 NU0856
 NU0856  NGVD 29 (??/??/92) 1301.845  (m)         4271.14   (f) ADJ UNCH    2 0
 NU0856
 NU0856.Superseded values are not recommended for survey control.
 NU0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0856.See file dsdata.txt to determine how the superseded data were derived.
 NU0856
 NU0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN139185(NAD 83)
 NU0856_MARKER: DR = REFERENCE MARK DISK
 NU0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0856_STAMPING: IDA 15W-7 NO 2 1959
 NU0856_MARK LOGO: CGS   
 NU0856_PROJECTION: PROJECTING 5 CENTIMETERS
 NU0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0856+STABILITY: SURFACE MOTION
 NU0856
 NU0856  HISTORY     - Date     Condition        Report By
 NU0856  HISTORY     - 1959     MONUMENTED       CGS
 NU0856  HISTORY     - 1960     GOOD             NGS
 NU0856  HISTORY     - 1983     GOOD             NGS
 NU0856
 NU0856                          STATION DESCRIPTION
 NU0856
 NU0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0856'1.5 MI SW FROM RAFT RIVER.
 NU0856'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15)
 NU0856'FROM THE RAFT RIVER BRIDGE, 45.9 FEET SOUTHEAST FROM TRIANGULATION
 NU0856'STATION IDA 15W-7, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 NU0856'5 INCHES.
 NU0856
 NU0856                          STATION RECOVERY (1983)
 NU0856
 NU0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0856'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM
 NU0856'(11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU0856'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU0856'21.05 KM (13.15 MI) EAST ALONG INTERSTATE 86, THENCE 0.25 KM (0.15 MI)
 NU0856'NORTH ACROSS COUNTRY, 0.15 KM (0.1 MI) EAST ACROSS COUNTRY FROM A
 NU0856'LARGE STEEL SILO, 13.9 METERS (45.6 FT) SOUTHEAST OF THE STATION AND
 NU0856'13.9 METERS (45.6 FT) SOUTH OF RM 1.
 NU0856'THE MARK IS 14.0 METERS  SE FROM A WITNESS POST.
 NU0856'THE MARK IS ABOVE LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0849 ***********************************************************************
 NU0849  DESIGNATION -  IDA 15 W 8
 NU0849  PID         -  NU0849
 NU0849  STATE/COUNTY-  ID/CASSIA
 NU0849  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU0849
 NU0849                         *CURRENT SURVEY CONTROL
 NU0849  ___________________________________________________________________
 NU0849* NAD 83(1992)-  42 36 06.26499(N)    113 12 41.70829(W)     ADJUSTED  
 NU0849* NAVD 88     -      1337.402  (meters)    4387.79   (feet)  ADJUSTED  
 NU0849  ___________________________________________________________________
 NU0849  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 NU0849  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NU0849  DYNAMIC HT  -        1336.631 (meters)    4385.26  (feet)  COMP
 NU0849  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 NU0849
 NU0849  HORZ ORDER  -  SECOND
 NU0849  VERT ORDER  -  FIRST     CLASS II
 NU0849
 NU0849.The horizontal coordinates were established by classical geodetic methods
 NU0849.and adjusted by the National Geodetic Survey in July 1992..
 NU0849
 NU0849.The orthometric height was determined by differential leveling
 NU0849.and adjusted by the National Geodetic Survey in June 1991..
 NU0849
 NU0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0849
 NU0849.The geoid height was determined by GEOID03.
 NU0849
 NU0849.The dynamic height is computed by dividing the NAVD 88
 NU0849.geopotential number by the normal gravity value computed on the
 NU0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0849.degrees latitude (g = 980.6199 gals.).
 NU0849
 NU0849.The modeled gravity was interpolated from observed gravity values.
 NU0849
 NU0849;                    North         East     Units Scale Factor Converg.
 NU0849;SPC ID C     -   104,159.994   564,698.484   MT  0.99999885   +0 32 01.3
 NU0849;SPC ID E     -   104,387.969   114,252.182   MT  1.00003780   -0 42 26.4
 NU0849;UTM  12      - 4,718,961.038   318,573.602   MT  1.00000498   -1 29 50.7
 NU0849
 NU0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0849!SPC ID C     -   0.99979250  x   0.99999885  =   0.99979135
 NU0849!SPC ID E     -   0.99979250  x   1.00003780  =   0.99983029
 NU0849!UTM  12      -   0.99979250  x   1.00000498  =   0.99979748
 NU0849
 NU0849|---------------------------------------------------------------------|
 NU0849| PID    Reference Object                     Distance      Geod. Az  |
 NU0849|                                                           dddmmss.s |
 NU0849| NU1811 IDA 15 W 8 RM 3                      13.780 METERS 07820     |
 NU0849| NU0848 IDA 15 W 8 RM 1                      13.568 METERS 07836     |
 NU0849| NU1660 RAFT RIVER COMM MST                 APPROX. 2.4 KM 1301414.5 |
 NU0849| NU1809 IDA 15 W 8 RM 4                      16.575 METERS 26111     |
 NU0849| NU0850 IDA 15 W 8 RM 2                      17.030 METERS 26117     |
 NU0849|---------------------------------------------------------------------|
 NU0849
 NU0849                          SUPERSEDED SURVEY CONTROL
 NU0849
 NU0849  NAD 83(1986)-  42 36 06.26246(N)    113 12 41.70181(W) AD(       ) 2
 NU0849  NAD 27      -  42 36 06.58170(N)    113 12 38.71270(W) AD(       ) 2
 NU0849  NGVD 29 (??/??/92) 1336.407  (m)         4384.53   (f) ADJ UNCH    1 2
 NU0849
 NU0849.Superseded values are not recommended for survey control.
 NU0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0849.See file dsdata.txt to determine how the superseded data were derived.
 NU0849
 NU0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN1857418961(NAD 83)
 NU0849_MARKER: DE = TRAVERSE STATION DISK
 NU0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0849_STAMPING: IDA 15W-8 1960
 NU0849_MARK LOGO: CGS   
 NU0849_PROJECTION: FLUSH
 NU0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0849+STABILITY: SURFACE MOTION
 NU0849
 NU0849  HISTORY     - Date     Condition        Report By
 NU0849  HISTORY     - 1960     MONUMENTED       CGS
 NU0849  HISTORY     - 1960     GOOD             CGS
 NU0849  HISTORY     - 1979     GOOD             NGS
 NU0849  HISTORY     - 1983     GOOD             NGS
 NU0849
 NU0849                          STATION DESCRIPTION
 NU0849
 NU0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0849'THE STATION IS ALONG THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 30N,
 NU0849'11.7 MILES WEST-SOUTHWEST OF MASSACRE ROCKS AND 1.4 MILES EAST
 NU0849'OF RAFT RIVER.
 NU0849'
 NU0849'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD TRAVERSE
 NU0849'DISKS, STAMPED IDA 15W - 8 1960.  THE SURFACE MARK IS SET IN THE
 NU0849'CENTER OF THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 NU0849'12 INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE SURFACE
 NU0849'OF THE GROUND.  IT IS 3 FEET SOUTH OF THE NORTH HIGHWAY
 NU0849'RIGHT-OF-WAY FENCE AND 5 FEET WEST OF A METAL WITNESS POST WITH
 NU0849'SIGN.
 NU0849'
 NU0849'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN THE CENTER OF
 NU0849'THE TOPS OF CYLINDRICAL CONCRETE MONUMENTS WHICH ARE 12 INCHES
 NU0849'IN DIAMETER AND PROJECT 3 INCHES ABOVE THE SURFACE OF THE
 NU0849'GROUND.  THE MARKS, STAMPED IDA 15W - 8 NO 1 1960 AND IDA
 NU0849'15W - 8 NO 2 1960, ARE SITUATED 2 FEET SOUTH OF THE NORTH HIGHWAY
 NU0849'RIGHT-OF-WAY FENCE.
 NU0849'
 NU0849'TO REACH THE STATION FROM THE RAFT RIVER, WHICH IS 29.5 MILES
 NU0849'EAST OF RUPERT, DRIVE EASTERLY ON U.S. HIGHWAY 30N FOR 1.4
 NU0849'MILES TO THE STATION ON THE LEFT.
 NU0849
 NU0849                          STATION RECOVERY (1960)
 NU0849
 NU0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0849'1.4 MI E FROM RAFT RIVER.
 NU0849'1.4 MILES EAST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W) FROM
 NU0849'THE RAFT RIVER BRIDGE, ABOUT 23.9 MILES EAST FROM RUPERT, 3-FEET SOUTH
 NU0849'FROM THE NORTH RIGHT OF WAY FENCE, 5 FEET WEST OF A METAL WITNESS POST
 NU0849'WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST OF 12-INCHES DIAMETER
 NU0849'AND PROJECTING 5 INCHES ABOVE THE GROUND.
 NU0849
 NU0849                          STATION RECOVERY (1979)
 NU0849
 NU0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NU0849'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 NU0849'CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND LYING ON THE SURFACE
 NU0849'OF THE GROUND APPARENTLY DESTROYED BY ROAD CONSTRUCTION.  REFERENCE
 NU0849'MARKS 2 AND 4 WERE ESTABLISHED THIS DATE.  A COMPLETE NEW DESCRIPTION
 NU0849'FOLLOWS.
 NU0849'
 NU0849'THE STATION IS LOCATED ABOUT 22 MILES EAST OF RUPERT, 22 MILES
 NU0849'SOUTHWEST OF AMERICAN FALLS, 8 MILES SOUTH OF WAPI, 1.4 MILES EAST OF
 NU0849'RAFT RIVER AND ON THE NORTH RIGHT OF WAY OF INTERSTATE HIGHWAY 86.
 NU0849'
 NU0849'TO REACH THE STATION FROM RAFT RIVER GO EAST ON INTERSTATE HIGHWAY 86
 NU0849'FOR 1.2 MILES TO THE EXIT LEADING NORTH.  CONTINUE EAST FOR 0.2 MILE
 NU0849'TO THE STATION ON THE NORTH RIGHT OF WAY.
 NU0849'
 NU0849'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 NU0849'STAMPED---IDA 15 W 8 1960---SET INTO THE TOP OF A ROUND CONCRETE
 NU0849'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES)
 NU0849'ABOVE THE GROUND LOCATED 29.6 METERS (97 FEET) N FROM THE CENTER OF
 NU0849'THE WESTBOUND LANE OF I 86, 7.3 METERS (24 FEET) E FROM A POWER POLE,
 NU0849'0.6 METER (2 FEET) S FROM THE RIGHT OF WAY FENCE, AND 0.3 METER (1
 NU0849'FOOT) S FROM A METAL WITNESS POST.
 NU0849'
 NU0849'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NU0849'STAMPED---IDA 15 W-8 1960 NO 3 1979---SET INTO THE TOP OF A ROUND
 NU0849'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2
 NU0849'INCHES) ABOVE THE GROUND LOCATED 29.9 METERS (98 FEET) N FROM THE
 NU0849'CENTER OF THE WESTBOUND LANE OF I 86, 0.6 METER (2 FEET) S FROM THE
 NU0849'RIGHT OF WAY FENCE, AND 0.3 METER (1 FOOT) N FROM A METAL WITNESS
 NU0849'POST.
 NU0849'
 NU0849'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NU0849'STAMPED---IDA 15W-8 1960 NO 4 1979---SET INTO THE TOP OF A ROUND
 NU0849'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4
 NU0849'INCHES) ABOVE THE GROUND LOCATED 29.9 METERS (98 FEET) N FROM THE
 NU0849'CENTER OF THE WEST BOUND LANE OF I 86, 7.3 METERS (24 FEET) W FROM A
 NU0849'POWER POLE, 0.3 METER (1 FOOT) S FROM THE RIGHT OF WAY FENCE, AND 0.3
 NU0849'METER (1 FOOT) N FROM A METAL WITNESS POST.
 NU0849'
 NU0849'NO AZIMUTH MARK SET.  RAFT 1950 1974 CAN BE USED.  SEE THE
 NU0849'DESCRIPTION THEREOF.
 NU0849
 NU0849                          STATION RECOVERY (1983)
 NU0849
 NU0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0849'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0849'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0849'HIGHWAY 39 AT AMERICAN FALLS, THENCE 34.35 KM (21.47 MI) SOUTHWEST
 NU0849'ALONG INTERSTATE 86, 0.43 KM (0.27 MI) WEST OF MILEPOST 16, 7.9 METERS
 NU0849'(26 FT) EAST OF THE SECOND POWER POLE EAST OF THE T JUNCTION OF POWER
 NU0849'LINES, 28.6 METERS (94 FT) NORTH OF THE WEST BOUND HIGHWAY CENTERLINE,
 NU0849'16.5 METERS (54 FT) EAST OF RM 4, 13.7 METERS (45 FT) WEST OF RM 3 AND
 NU0849'0.6 METER (2 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 NU0849'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 NU0849'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1811 ***********************************************************************
 NU1811  DESIGNATION -  IDA 15 W 8 RM 3
 NU1811  PID         -  NU1811
 NU1811  STATE/COUNTY-  ID/CASSIA
 NU1811  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU1811
 NU1811                         *CURRENT SURVEY CONTROL
 NU1811  ___________________________________________________________________
 NU1811* NAD 83(1986)-  42 36 06.     (N)    113 12 41.     (W)     SCALED    
 NU1811* NAVD 88     -      1337.62   (meters)    4388.5    (feet)  RESET     
 NU1811  ___________________________________________________________________
 NU1811  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NU1811
 NU1811  VERT ORDER  -  THIRD
 NU1811
 NU1811.The horizontal coordinates were scaled from a topographic map and have
 NU1811.an estimated accuracy of +/- 6 seconds.
 NU1811
 NU1811.The orthometric height was computed from unverified reset data.
 NU1811.No vertical observational check was made to the station.
 NU1811
 NU1811.The geoid height was determined by GEOID03.
 NU1811
 NU1811;                    North         East    Units  Estimated Accuracy
 NU1811;SPC ID C     -   104,150.      564,720.      MT  (+/- 180 meters Scaled)
 NU1811
 NU1811                          SUPERSEDED SURVEY CONTROL
 NU1811
 NU1811  NGVD 29 (03/27/06) 1336.62   (m)         4385.2    (f) RESET       3  
 NU1811
 NU1811.Superseded values are not recommended for survey control.
 NU1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1811.See file dsdata.txt to determine how the superseded data were derived.
 NU1811
 NU1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN185189(NAD 83)
 NU1811_MARKER: DR = REFERENCE MARK DISK
 NU1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1811_SP_SET: CONCRETE POST
 NU1811_STAMPING: IDA 15 W-8 1960 NO 3 1979
 NU1811_MARK LOGO: NGS   
 NU1811_PROJECTION: PROJECTING 5 CENTIMETERS
 NU1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1811+STABILITY: SURFACE MOTION
 NU1811
 NU1811  HISTORY     - Date     Condition        Report By
 NU1811  HISTORY     - 1979     MONUMENTED       NGS
 NU1811  HISTORY     - 1980     GOOD             NGS
 NU1811
 NU1811                          STATION DESCRIPTION
 NU1811
 NU1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NU1811'2.3 KM (1.40 MI) EAST FROM RAFT RIVER.
 NU1811'1.4 MILES EAST ALONG INTERSTATE HIGHWAY 86 FROM THE BRIDGE OVER THE
 NU1811'RAFT RIVER TO THE MARK ON THE LEFT, 98 FEET NORTH OF THE CENTER OF
 NU1811'THE WEST BOUND LANE, 45 FEET EAST OF STATION IDA 15 W-8 1960 AND 2
 NU1811'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 NU1811'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NU1811'THE MARK IS 5.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1809 ***********************************************************************
 NU1809  DESIGNATION -  IDA 15 W 8 RM 4
 NU1809  PID         -  NU1809
 NU1809  STATE/COUNTY-  ID/CASSIA
 NU1809  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU1809
 NU1809                         *CURRENT SURVEY CONTROL
 NU1809  ___________________________________________________________________
 NU1809* NAD 83(1986)-  42 36 06.     (N)    113 12 41.     (W)     SCALED    
 NU1809* NAVD 88     -      1337.20   (meters)    4387.1    (feet)  RESET     
 NU1809  ___________________________________________________________________
 NU1809  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NU1809
 NU1809  VERT ORDER  -  THIRD
 NU1809
 NU1809.The horizontal coordinates were scaled from a topographic map and have
 NU1809.an estimated accuracy of +/- 6 seconds.
 NU1809
 NU1809.The orthometric height was computed from unverified reset data.
 NU1809.No vertical observational check was made to the station.
 NU1809
 NU1809.The geoid height was determined by GEOID03.
 NU1809
 NU1809;                    North         East    Units  Estimated Accuracy
 NU1809;SPC ID C     -   104,150.      564,720.      MT  (+/- 180 meters Scaled)
 NU1809
 NU1809                          SUPERSEDED SURVEY CONTROL
 NU1809
 NU1809  NGVD 29 (03/27/06) 1336.21   (m)         4383.9    (f) RESET       3  
 NU1809
 NU1809.Superseded values are not recommended for survey control.
 NU1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1809.See file dsdata.txt to determine how the superseded data were derived.
 NU1809
 NU1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN185189(NAD 83)
 NU1809_MARKER: DR = REFERENCE MARK DISK
 NU1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1809_SP_SET: CONCRETE POST
 NU1809_STAMPING: IDA 15 W-8 1960 NO 4 1979
 NU1809_MARK LOGO: NGS   
 NU1809_PROJECTION: PROJECTING 10 CENTIMETERS
 NU1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1809+STABILITY: SURFACE MOTION
 NU1809
 NU1809  HISTORY     - Date     Condition        Report By
 NU1809  HISTORY     - 1979     MONUMENTED       NGS
 NU1809  HISTORY     - 1980     GOOD             NGS
 NU1809
 NU1809                          STATION DESCRIPTION
 NU1809
 NU1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NU1809'2.3 KM (1.40 MI) EAST FROM RAFT RIVER.
 NU1809'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 NU1809'1.4 MILES EAST ALONG INTERSTATE HIGHWAY 86 FROM THE BRIDGE OVER THE
 NU1809'RAFT RIVER TO THE MARK ON THE LEFT, 98 FEET NORTH OF THE CENTER OF
 NU1809'THE WEST BOUND LANE, 24 FEET WEST OF A POWERPOLE, 54 FEET WEST OF
 NU1809'STATION IDA 15 W-8 1960 AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 NU1809'FENCE.
 NU1809'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NU1809'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1813 ***********************************************************************
 NU1813  DESIGNATION -  IDA 15 W 9 RESET
 NU1813  PID         -  NU1813
 NU1813  STATE/COUNTY-  ID/POWER
 NU1813  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU1813
 NU1813                         *CURRENT SURVEY CONTROL
 NU1813  ___________________________________________________________________
 NU1813* NAD 83(1992)-  42 36 54.53219(N)    113 08 48.78305(W)     ADJUSTED  
 NU1813* NAVD 88     -      1349.15   (meters)    4426.3    (feet)  RESET     
 NU1813  ___________________________________________________________________
 NU1813  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 NU1813  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 NU1813
 NU1813  HORZ ORDER  -  SECOND
 NU1813  VERT ORDER  -  THIRD
 NU1813
 NU1813.The horizontal coordinates were established by classical geodetic methods
 NU1813.and adjusted by the National Geodetic Survey in July 1992..
 NU1813
 NU1813.The orthometric height was computed from unverified reset data.
 NU1813.No vertical observational check was made to the station.
 NU1813
 NU1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1813
 NU1813.The geoid height was determined by GEOID03.
 NU1813
 NU1813;                    North         East     Units Scale Factor Converg.
 NU1813;SPC ID E     -   105,813.767   119,578.990   MT  1.00002691   -0 39 49.4
 NU1813;UTM  12      - 4,720,313.187   323,919.357   MT  0.99998146   -1 27 14.3
 NU1813
 NU1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1813!SPC ID E     -   0.99979064  x   1.00002691  =   0.99981754
 NU1813!UTM  12      -   0.99979064  x   0.99998146  =   0.99977210
 NU1813
 NU1813|---------------------------------------------------------------------|
 NU1813| PID    Reference Object                     Distance      Geod. Az  |
 NU1813|                                                           dddmmss.s |
 NU1813| NU1658 T9S R28E SECS 23 26 1/4 COR 118     389.050 METERS 01158     |
 NU1813| NU0839 W 97                                APPROX. 1.8 KM 0685905.4 |
 NU1813| NU0841 IDA 15 W 9 RM 1                      16.884 METERS 07440     |
 NU1813| NU1657 HIGHWAY 30N STA 266+60.0 POT         63.831 METERS 24051     |
 NU1813|---------------------------------------------------------------------|
 NU1813
 NU1813                          SUPERSEDED SURVEY CONTROL
 NU1813
 NU1813  NAD 83(1986)-  42 36 54.52928(N)    113 08 48.77620(W) AD(       ) 2
 NU1813  NAD 27      -  42 36 54.84720(N)    113 08 45.78840(W) AD(       ) 2
 NU1813  NGVD 29 (03/27/06) 1348.17   (m)         4423.1    (f) RESET       3  
 NU1813
 NU1813.Superseded values are not recommended for survey control.
 NU1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1813.See file dsdata.txt to determine how the superseded data were derived.
 NU1813
 NU1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN2391920313(NAD 83)
 NU1813_MARKER: DS = TRIANGULATION STATION DISK
 NU1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1813_SP_SET: CONCRETE POST
 NU1813_STAMPING: IDA 15W-9 1960 1979
 NU1813_MARK LOGO: NGS   
 NU1813_PROJECTION: PROJECTING 36 CENTIMETERS
 NU1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1813+STABILITY: SURFACE MOTION
 NU1813
 NU1813  HISTORY     - Date     Condition        Report By
 NU1813  HISTORY     - 1979     MONUMENTED       NGS
 NU1813  HISTORY     - 1979     GOOD             NGS
 NU1813  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU1813
 NU1813                          STATION DESCRIPTION
 NU1813
 NU1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NU1813'15.6 KM (9.70 MI) WEST FROM MASSACRE ROCKS STATE PARK.
 NU1813'9.5 MILES WEST ALONG INTERSTATE HIGHWAY 86 FROM THE VISITOR CENTER AT
 NU1813'THE MASSACRE ROCKS STATE PARK, THENCE, 0.1 MILE NORTH ON A GRAVELED
 NU1813'ROAD, THENCE 0.15 MILE EAST ALONG A FIELD ROAD, 22 FEET WEST
 NU1813'NORTHWEST FROM A POWERPOLE AND 2 FEET SOUTH OF THE CENTER OF THE
 NU1813'FIELD ROAD.
 NU1813'THE MARK IS 6.7 METERS  N FROM  A WITNESS POST
 NU1813
 NU1813                          STATION RECOVERY (1979)
 NU1813
 NU1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NU1813'THE SURFACE STATION MARK WAS FOUND DESTROYED.  RM 1 AND IDPW MARK
 NU1813'WERE RECOVERED IN GOOD CONDITION.  A NEW SURFACE DISK AND
 NU1813'REFERENCE MARK 3 WERE ESTABLISHED AT THIS DATE.  THE DISTANCE AND
 NU1813'DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1960
 NU1813'DATA.  W67 (AZIMUTH MARK) WILL NOT SEE FROM A TRIPOD.  T9S R28E SECS
 NU1813'23 26 1/4 COR USBS CAN SERVE AS AN AZIMUTH.  A COMPLETE NEW
 NU1813'DESCRIPTION FOLLOWS.
 NU1813'
 NU1813'THE STATION IS LOCATED ABOUT 10 MILES WEST OF MASSACRE ROCKS 5 MILES
 NU1813'EAST NORTHEAST OF RAFT RIVER, 1.4 MILES EAST OF THE CASSIA-POWER
 NU1813'COUNTY LINE AND ON THE TOP OF A MESA OVERLOOKING THE SNAKE RIVER AND
 NU1813'ON THE NORTH RIGHT OF WAY OF INTERSTATE HIGHWAY 86.
 NU1813'
 NU1813'TO REACH THE STATION FROM MASSACRE ROCK STATE PARK VISITOR CENTER GO
 NU1813'WEST ON INTERSTATE HIGHWAY 86 FOR 9.5 MILES TO A SIDE ROAD RIGHT TURN
 NU1813'RIGHT AND GO NORTH FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 NU1813'GO EAST ALONG THE TOP OF THE MESA FOR 0.15 MILES TO THE STATION IN
 NU1813'THE CENTER OF THE ROAD.
 NU1813'
 NU1813'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 NU1813'---IDA 15W-9 1960 1979---SET INTO THE TOP OF A ROUND CONCRETE
 NU1813'MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED 36 CM (14 INCHES)
 NU1813'BELOW THE GROUND LOCATED 3.7 METERS (12 FEET) N FROM A METAL WITNESS
 NU1813'POST, 6.7 METERS (22 FEET) WNW FROM A POWER POLE, AND 0.6 METER (2
 NU1813'FEET) S FROM THE CENTER OF THE FIELD ROAD.
 NU1813'
 NU1813'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU1813'NOS) DISK STAMPED---ID 15W-9 1960---SET INTO AN IRREGULAR MASS OF
 NU1813'CONCRETE 0.76 METER (2.5 FEET) BELOW THE SURFACE.
 NU1813'
 NU1813'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 NU1813'NOS) DISK STAMPED---IDA 15W-9 1960---SET INTO THE TOP OF A SQUARE
 NU1813'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 8 CM (3
 NU1813'INCHES) ABOVE THE GROUND LOCATED 10.7 METERS (35 FEET) E FROM A POWER
 NU1813'POLE, 4.3 METERS (14 FEET) S FROM THE CENTER OF THE FIELD ROAD, 0.3
 NU1813'METER (1 FOOT) S FROM A WITNESS POST, 0.3 METER (1 FOOT) N FROM THE
 NU1813'FENCE, AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 NU1813'
 NU1813'REFERENCE MARK NO. 2 IS AN IDPW PRECAST MONUMENT STAMPED---POT
 NU1813'266+60.0---THAT PROJECTS 2 INCHES LOCATED 2.1 METERS (7 FEET) N FROM
 NU1813'THE FENCE, 1.5 METERS (5 FEET) S FROM THE CENTER OF THE FIELD ROAD,
 NU1813'AND 3.4 METERS (11 FEET) W FROM A CORNER IN THE FENCE.
 NU1813'
 NU1813'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 NU1813'STAMPED---IDA 15W-9 1960 NO 3 1979---SET INTO THE TOP OF A ROUND
 NU1813'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4
 NU1813'INCHES) ABOVE THE GROUND LOCATED 17.7 METERS (58 FEET) E FROM A POWER
 NU1813'POLE, 4.0 METERS (13 FEET) S FROM THE CENTER OF THE FIELD ROAD, 0.3
 NU1813'METER (1 FOOT) N FROM A WITNESS POST IN FENCELINE, AND 0.3 METER (1
 NU1813'FOOT) HIGHER THAN THE STATION.
 NU1813
 NU1813                          STATION RECOVERY (1983)
 NU1813
 NU1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1813'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0841 ***********************************************************************
 NU0841  DESIGNATION -  IDA 15 W 9 RM 1
 NU0841  PID         -  NU0841
 NU0841  STATE/COUNTY-  ID/POWER
 NU0841  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU0841
 NU0841                         *CURRENT SURVEY CONTROL
 NU0841  ___________________________________________________________________
 NU0841* NAD 83(1986)-  42 36 54.     (N)    113 08 48.     (W)     SCALED    
 NU0841* NAVD 88     -      1349.384  (meters)    4427.10   (feet)  ADJUSTED  
 NU0841  ___________________________________________________________________
 NU0841  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 NU0841  DYNAMIC HT  -        1348.618 (meters)    4424.59  (feet)  COMP
 NU0841  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 NU0841
 NU0841  VERT ORDER  -  SECOND    CLASS 0
 NU0841
 NU0841.The horizontal coordinates were scaled from a topographic map and have
 NU0841.an estimated accuracy of +/- 6 seconds.
 NU0841
 NU0841.The orthometric height was determined by differential leveling
 NU0841.and adjusted by the National Geodetic Survey in June 1991..
 NU0841
 NU0841.The geoid height was determined by GEOID03.
 NU0841
 NU0841.The dynamic height is computed by dividing the NAVD 88
 NU0841.geopotential number by the normal gravity value computed on the
 NU0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0841.degrees latitude (g = 980.6199 gals.).
 NU0841
 NU0841.The modeled gravity was interpolated from observed gravity values.
 NU0841
 NU0841;                    North         East    Units  Estimated Accuracy
 NU0841;SPC ID E     -   105,800.      119,600.      MT  (+/- 180 meters Scaled)
 NU0841
 NU0841                          SUPERSEDED SURVEY CONTROL
 NU0841
 NU0841  NGVD 29 (??/??/92) 1348.404  (m)         4423.89   (f) ADJ UNCH    2 0
 NU0841
 NU0841.Superseded values are not recommended for survey control.
 NU0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0841.See file dsdata.txt to determine how the superseded data were derived.
 NU0841
 NU0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN239202(NAD 83)
 NU0841_MARKER: DR = REFERENCE MARK DISK
 NU0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0841_STAMPING: IDA 15W-9 NO 1 1960
 NU0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0841+STABILITY: SURFACE MOTION
 NU0841
 NU0841  HISTORY     - Date     Condition        Report By
 NU0841  HISTORY     - 1960     MONUMENTED       CGS
 NU0841  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0841
 NU0841                          STATION DESCRIPTION
 NU0841
 NU0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0841'9.7 MI W FROM MASSACRE ROCKS.
 NU0841'9.7 MILES WESTWARD ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15W)
 NU0841'FROM THE MASSACRE ROCKS MOTEL, ON THE EAST EDGE OF THE TOP OF A MESA
 NU0841'NORTH FROM THE HIGHWAY, 55.4 FEET EAST NORTHEAST FROM TRAVERSE STATION
 NU0841'IDA 15W-9, SET IN A CONCRETE MONUMENT PROJECTING 4-INCHES ABOVE THE
 NU0841'GROUND (1 1/2 FOOT NORTHWEST FROM THE FENCE LINE).
 NU0841
 NU0841                          STATION RECOVERY (1983)
 NU0841
 NU0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0841'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1814 ***********************************************************************
 NU1814  DESIGNATION -  IDA 15 W 9 RM 3
 NU1814  PID         -  NU1814
 NU1814  STATE/COUNTY-  ID/POWER
 NU1814  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU1814
 NU1814                         *CURRENT SURVEY CONTROL
 NU1814  ___________________________________________________________________
 NU1814* NAD 83(1986)-  42 36 56.     (N)    113 08 47.     (W)     SCALED    
 NU1814* NAVD 88     -      1349.72   (meters)    4428.2    (feet)  RESET     
 NU1814  ___________________________________________________________________
 NU1814  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 NU1814
 NU1814  VERT ORDER  -  THIRD
 NU1814
 NU1814.The horizontal coordinates were scaled from a topographic map and have
 NU1814.an estimated accuracy of +/- 6 seconds.
 NU1814
 NU1814.The orthometric height was computed from unverified reset data.
 NU1814.No vertical observational check was made to the station.
 NU1814
 NU1814.The geoid height was determined by GEOID03.
 NU1814
 NU1814;                    North         East    Units  Estimated Accuracy
 NU1814;SPC ID E     -   105,860.      119,620.      MT  (+/- 180 meters Scaled)
 NU1814
 NU1814                          SUPERSEDED SURVEY CONTROL
 NU1814
 NU1814  NGVD 29 (03/27/06) 1348.74   (m)         4425.0    (f) RESET       3  
 NU1814
 NU1814.Superseded values are not recommended for survey control.
 NU1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1814.See file dsdata.txt to determine how the superseded data were derived.
 NU1814
 NU1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN239203(NAD 83)
 NU1814_MARKER: DR = REFERENCE MARK DISK
 NU1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1814_SP_SET: CONCRETE POST
 NU1814_STAMPING: IDA 15W-9 1960 NO 3 1979
 NU1814_MARK LOGO: NGS   
 NU1814_PROJECTION: PROJECTING 2 CENTIMETERS
 NU1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1814+STABILITY: SURFACE MOTION
 NU1814
 NU1814  HISTORY     - Date     Condition        Report By
 NU1814  HISTORY     - 1979     MONUMENTED       NGS
 NU1814
 NU1814                          STATION DESCRIPTION
 NU1814
 NU1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NU1814'15.6 KM (9.70 MI) WEST FROM MASSACRE ROCKS STATE PARK.
 NU1814'9.5 MILES WEST ALONG INTERSTATE HIGHWAY 86 FROM THE VISITOR CENTER AT
 NU1814'THE MASSACRE ROCKS STATE PARK THENCE 0.1 MILE NORTH ON A GRAVELED
 NU1814'ROAD TO A FORK THENCE 0.15 MILE EAST ALONG A FIELD ROAD 58 FEET EAST
 NU1814'OF A POWERPOLE, 13 FEET SOUTH OF THE CENTER OF THE FIELD ROAD.
 NU1814'THE MARK IS 2.5 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0782 ***********************************************************************
 NU0782  DESIGNATION -  IDA 2
 NU0782  PID         -  NU0782
 NU0782  STATE/COUNTY-  ID/POWER
 NU0782  USGS QUAD   -  NEELEY (1971)
 NU0782
 NU0782                         *CURRENT SURVEY CONTROL
 NU0782  ___________________________________________________________________
 NU0782* NAD 83(1986)-  42 41 29.     (N)    112 57 50.     (W)     SCALED    
 NU0782* NAVD 88     -      1323.212  (meters)    4341.24   (feet)  ADJUSTED  
 NU0782  ___________________________________________________________________
 NU0782  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 NU0782  DYNAMIC HT  -        1322.440 (meters)    4338.71  (feet)  COMP
 NU0782  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 NU0782
 NU0782  VERT ORDER  -  FIRST     CLASS II
 NU0782
 NU0782.The horizontal coordinates were scaled from a topographic map and have
 NU0782.an estimated accuracy of +/- 6 seconds.
 NU0782
 NU0782.The orthometric height was determined by differential leveling
 NU0782.and adjusted by the National Geodetic Survey in June 1991..
 NU0782
 NU0782.The geoid height was determined by GEOID03.
 NU0782
 NU0782.The dynamic height is computed by dividing the NAVD 88
 NU0782.geopotential number by the normal gravity value computed on the
 NU0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0782.degrees latitude (g = 980.6199 gals.).
 NU0782
 NU0782.The modeled gravity was interpolated from observed gravity values.
 NU0782
 NU0782;                    North         East    Units  Estimated Accuracy
 NU0782;SPC ID E     -   114,130.      134,670.      MT  (+/- 180 meters Scaled)
 NU0782
 NU0782                          SUPERSEDED SURVEY CONTROL
 NU0782
 NU0782  NGVD 29 (??/??/92) 1322.178  (m)         4337.85   (f) ADJ UNCH    1 2
 NU0782
 NU0782.Superseded values are not recommended for survey control.
 NU0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0782.See file dsdata.txt to determine how the superseded data were derived.
 NU0782
 NU0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN391284(NAD 83)
 NU0782_MARKER: Z = SEE DESCRIPTION
 NU0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0782_STAMPING: IDA 2
 NU0782_MARK LOGO: IDPWD 
 NU0782_PROJECTION: PROJECTING 15 CENTIMETERS
 NU0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0782+STABILITY: SURFACE MOTION
 NU0782
 NU0782  HISTORY     - Date     Condition        Report By
 NU0782  HISTORY     - UNK      MONUMENTED       IDPWD
 NU0782  HISTORY     - 1960     GOOD             NGS
 NU0782  HISTORY     - 1983     GOOD             NGS
 NU0782
 NU0782                          STATION DESCRIPTION
 NU0782
 NU0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0782'1.5 MI NE FROM MASSACRE ROCKS.
 NU0782'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 30N (INTERSTATE HIGHWAY 15)
 NU0782'FROM THE MASSACRE ROCKS MOTEL, 189 FEET SOUTHEAST FROM THE CENTER LINE
 NU0782'OF THE PRESENT HIGHWAY, 133 FEET SOUTH FROM MILE POST 265, 59 FEET
 NU0782'NORTHWEST FROM RIGHT OF WAY FENCE 50 FEET SOUTHEAST FROM BENCH MARK
 NU0782'4335.2 (IDPW), SET IN THE TOP OF A SQUARE PRECAST CONCRETE POST
 NU0782'PROJECTING 6-INCHES ABOVE THE GROUND.  NOTE-- STAMPED ON THE DATE OF
 NU0782'LEVELING.
 NU0782
 NU0782                          STATION RECOVERY (1983)
 NU0782
 NU0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0782'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.55 KM
 NU0782'(2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 NU0782'HIGHWAY 39 AT AMERICAN FALLS, THENCE 9.4 KM (5.9 MI) SOUTHWEST ALONG
 NU0782'INTERSTATE 86, AT THE SOUTHWEST END OF A HIGHWAY FILL, 0.35 KM
 NU0782'(0.2 MI) NORTHEAST OF MILEPOST 30, 57.6 METERS (189 FT) SOUTHEAST OF
 NU0782'THE PROPOSED WEST BOUND HIGHWAY CENTERLINE, 18.0 METERS (59 FT)
 NU0782'NORTHWEST OF THE RIGHT OF WAY FENCE AND 15.2 METERS (50 FT) SOUTHEAST
 NU0782'OF BENCH MARK 4335.2 IDPWD.
 NU0782'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 NU0782'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0659 ***********************************************************************
 OH0659  DESIGNATION -  IDA 80 0
 OH0659  PID         -  OH0659
 OH0659  STATE/COUNTY-  ID/PAYETTE
 OH0659  USGS QUAD   -  NYSSA (1965)
 OH0659
 OH0659                         *CURRENT SURVEY CONTROL
 OH0659  ___________________________________________________________________
 OH0659* NAD 83(1992)-  43 59 48.16604(N)    116 56 04.52737(W)     ADJUSTED  
 OH0659* NAVD 88     -       692.757  (meters)    2272.82   (feet)  ADJUSTED  
 OH0659  ___________________________________________________________________
 OH0659  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 OH0659  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 OH0659  DYNAMIC HT  -         692.548 (meters)    2272.13  (feet)  COMP
 OH0659  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 OH0659
 OH0659  HORZ ORDER  -  SECOND
 OH0659  VERT ORDER  -  SECOND    CLASS 0
 OH0659
 OH0659.The horizontal coordinates were established by classical geodetic methods
 OH0659.and adjusted by the National Geodetic Survey in July 1992..
 OH0659
 OH0659.The orthometric height was determined by differential leveling
 OH0659.and adjusted by the National Geodetic Survey in June 1991..
 OH0659
 OH0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0659
 OH0659.The geoid height was determined by GEOID03.
 OH0659
 OH0659.The dynamic height is computed by dividing the NAVD 88
 OH0659.geopotential number by the normal gravity value computed on the
 OH0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0659.degrees latitude (g = 980.6199 gals.).
 OH0659
 OH0659.The modeled gravity was interpolated from observed gravity values.
 OH0659
 OH0659;                    North         East     Units Scale Factor Converg.
 OH0659;SPC ID W     -   259,508.618   704,989.311   MT  1.00004432   -0 49 22.4
 OH0659;SPC OR S     -   264,925.132 1,785,897.056   MT  0.99999917   +2 26 21.4
 OH0659;SPC OR S     -   869,176.94  5,859,242.31   iFT  0.99999917   +2 26 21.4
 OH0659;UTM  11      - 4,871,509.817   505,244.403   MT  0.99960034   +0 02 43.6
 OH0659
 OH0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0659!SPC ID W     -   0.99989416  x   1.00004432  =   0.99993848
 OH0659!SPC OR S     -   0.99989416  x   0.99999917  =   0.99989333
 OH0659!UTM  11      -   0.99989416  x   0.99960034  =   0.99949455
 OH0659
 OH0659|---------------------------------------------------------------------|
 OH0659| PID    Reference Object                     Distance      Geod. Az  |
 OH0659|                                                           dddmmss.s |
 OH0659| OH0658 IDA 80 0 RM 1                        10.710 METERS 00209     |
 OH0659| OH0660 IDA 80 0 RM 2                         7.204 METERS 11544     |
 OH0659|---------------------------------------------------------------------|
 OH0659
 OH0659                          SUPERSEDED SURVEY CONTROL
 OH0659
 OH0659  NAD 83(1991)-  43 59 48.16604(N)    116 56 04.52728(W) AD(       ) 2
 OH0659  NAD 83(1986)-  43 59 48.16585(N)    116 56 04.52765(W) AD(       ) 2
 OH0659  NAD 27      -  43 59 48.57370(N)    116 56 00.96270(W) AD(       ) 2
 OH0659  NGVD 29 (??/??/92)  691.812  (m)         2269.72   (f) ADJ UNCH    2 0
 OH0659
 OH0659.Superseded values are not recommended for survey control.
 OH0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0659.See file dsdata.txt to determine how the superseded data were derived.
 OH0659
 OH0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0524471510(NAD 83)
 OH0659_MARKER: DS = TRIANGULATION STATION DISK
 OH0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0659_STAMPING: IDA 80-0 1959
 OH0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0659+STABILITY: SURFACE MOTION
 OH0659
 OH0659  HISTORY     - Date     Condition        Report By
 OH0659  HISTORY     - 1959     MONUMENTED       CGS
 OH0659  HISTORY     - 1959     GOOD             CGS
 OH0659  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 OH0659  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0659
 OH0659                          STATION DESCRIPTION
 OH0659
 OH0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0659'THE STATION IS ABOUT 2 MILES SOUTHEAST OF ONTARIO, 1-1/4 MILES
 OH0659'SOUTHWEST OF FRUITLAND, AND 3/4 MILE SOUTH-SOUTHEAST OF THE
 OH0659'SOUTH END OF THE NEW BRIDGE NOW UNDER CONSTRUCTION OVER THE
 OH0659'SNAKE RIVER.  ON TOP OF A BLUFF ABOUT 50 FEET NORTH OF THE TOP
 OH0659'OF THE NORTH CUT OF THE NEW HIGHWAY CONSTRUCTION, AT A POINT
 OH0659'DUE EAST OF THE NORTH END OF MORTON ISLAND, ON THE EAST SIDE
 OH0659'OF THE SNAKE RIVER AND 60 YARDS WEST-NORTHWEST OF THE WEST
 OH0659'END OF A LANE LEADING THROUGH AN ORCHARD.
 OH0659'
 OH0659'TO REACH--FROM THE POST OFFICE IN FRUITLAND, GO WEST ON U.S.
 OH0659'HIGHWAY 30 FOR 0.4 MILE TO AN OIL ROAD LEFT (HIGHWAY 30 TURNS
 OH0659'NORTH).  TURN LEFT, SOUTH, FOR 0.4 MILE TO AN OIL ROAD RIGHT.
 OH0659'TURN RIGHT, WEST, FOR 0.5 MILE TO END OF OIL ROAD, CONTINUE
 OH0659'STRAIGHT AHEAD DOWNGRADE FOR 0.3 MILE TO CONSTRUCTION OFFICE
 OH0659'IN AREA SOUTHEAST OF THE BRIDGE CONSTRUCTION.  THE STATION
 OH0659'BLUFF IS ABOUT 1/2 MILE SOUTH OF THIS POINT ALONG THE NEW
 OH0659'HIGHWAY CONSTRUCTION.  AT THIS TIME A 4-WHEEL DRIVE VEHICLE
 OH0659'IS REQUIRED TO DRIVE TO THE STATION.  THIS ROUTE WILL BE
 OH0659'OBSOLETE AFTER HIGHWAY IS COMPLETED.
 OH0659'
 OH0659'THE SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 OH0659'DISKS SET IN CONCRETE POSTS.
 OH0659'
 OH0659'THE STATION MARK, STAMPED IDA 80-0 1959, PROJECTS ABOUT 1
 OH0659'INCH AND IS 5-1/2 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 OH0659'
 OH0659'THE REFERENCE MARKS ARE STAMPED IDA 80-0 1959 NO 1 AND NO 2
 OH0659'RESPECTIVELY.  NO. 1 PROJECTS 3 INCHES AND NO. 2 IS FLUSH
 OH0659'WITH THE GROUND.
 OH0659'
 OH0659'TRIANGULATION STATION ORIDA, WHICH IS IN THE SOUTHEAST CORNER
 OH0659'OF THE NEW BRIDGE, CAN BE USED FOR AN AZIMUTH.
 OH0659
 OH0659                          STATION RECOVERY (1959)
 OH0659
 OH0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0659'2.0 MI SW FROM FRUITLAND.
 OH0659'0.4 MILE WEST ON U.S. HIGHWAY 30 FROM THE POST OFFICE AT FRUITLAND,
 OH0659'THENCE 1.0 MILE SOUTH ON WHITLEY DRIVE, THENCE 0.6 MILE WEST ON NW 2ND
 OH0659'AVE., 450.0 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY NOW UNDER
 OH0659'CONSTRUCTION, 35.0 FEET SOUTHEAST OF R.M. 1, 23.3 FEET WEST OF R.M. 2,
 OH0659'5.3 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE
 OH0659'CONCRETE POST FLUSH WITH THE GROUND, AND ABOUT 60 FEET HIGHER THAN THE
 OH0659'NEW HIGHWAY.
 OH0659
 OH0659                          STATION RECOVERY (1982)
 OH0659
 OH0659'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 OH0659'IDA 80-0 1959 NOT RECOVERED.
 OH0659'
 OH0659'A PRIVATE RESIDENCE HAS BEEN CONSTRUCTED AT THE SITE OF THE STATION
 OH0659'IN THE LAST FEW YEARS.  THE OWNER DOES NOT RECALL SEEING THE MARKS
 OH0659'AT THE TIME THE BUILDING WAS BEING CONSTRUCTED.  HE SAYS, HOWEVER,
 OH0659'THAT THE SMALL KNOLL ON WHICH THE STATION WAS LOCATED WAS NOT CUT
 OH0659'DOWN, BUT ON THE CONTRARY, FILL WAS BROUGHT IN.  THEREFORE, THE
 OH0659'STATION AND REFERENCE MARKS MAY STILL EXIST AT SOME DEPTH BELOW THE
 OH0659'PRESENT GROUND SURFACE.
 OH0659
 OH0659                          STATION RECOVERY (1983)
 OH0659
 OH0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0658 ***********************************************************************
 OH0658  DESIGNATION -  IDA 80 0 RM 1
 OH0658  PID         -  OH0658
 OH0658  STATE/COUNTY-  ID/PAYETTE
 OH0658  USGS QUAD   -  NYSSA (1965)
 OH0658
 OH0658                         *CURRENT SURVEY CONTROL
 OH0658  ___________________________________________________________________
 OH0658* NAD 83(1986)-  43 59 48.     (N)    116 56 05.     (W)     SCALED    
 OH0658* NAVD 88     -       692.203  (meters)    2271.00   (feet)  ADJUSTED  
 OH0658  ___________________________________________________________________
 OH0658  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 OH0658  DYNAMIC HT  -         691.994 (meters)    2270.32  (feet)  COMP
 OH0658  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 OH0658
 OH0658  VERT ORDER  -  SECOND    CLASS 0
 OH0658
 OH0658.The horizontal coordinates were scaled from a topographic map and have
 OH0658.an estimated accuracy of +/- 6 seconds.
 OH0658
 OH0658.The orthometric height was determined by differential leveling
 OH0658.and adjusted by the National Geodetic Survey in June 1991..
 OH0658
 OH0658.The geoid height was determined by GEOID03.
 OH0658
 OH0658.The dynamic height is computed by dividing the NAVD 88
 OH0658.geopotential number by the normal gravity value computed on the
 OH0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0658.degrees latitude (g = 980.6199 gals.).
 OH0658
 OH0658.The modeled gravity was interpolated from observed gravity values.
 OH0658
 OH0658;                    North         East    Units  Estimated Accuracy
 OH0658;SPC ID W     -   259,500.      704,980.      MT  (+/- 180 meters Scaled)
 OH0658
 OH0658                          SUPERSEDED SURVEY CONTROL
 OH0658
 OH0658  NGVD 29 (??/??/92)  691.258  (m)         2267.90   (f) ADJ UNCH    2 0
 OH0658
 OH0658.Superseded values are not recommended for survey control.
 OH0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0658.See file dsdata.txt to determine how the superseded data were derived.
 OH0658
 OH0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ052715(NAD 83)
 OH0658_MARKER: DR = REFERENCE MARK DISK
 OH0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0658_STAMPING: IDA 80-0 NO 1 1959
 OH0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0658+STABILITY: SURFACE MOTION
 OH0658
 OH0658  HISTORY     - Date     Condition        Report By
 OH0658  HISTORY     - 1959     MONUMENTED       CGS
 OH0658  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0658
 OH0658                          STATION DESCRIPTION
 OH0658
 OH0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0658'2.0 MI SW FROM FRUITLAND.
 OH0658'0.4 MILE WEST ON U.S. HIGHWAY 30 FROM THE POST OFFICE AT FRUITLAND,
 OH0658'THENCE 1.0 MILE SOUTH ON WHITLEY DRIVE, THENCE 0.6 MILE WEST ON NW 2ND
 OH0658'AVE., 35.0 FEET NORTHWEST OF THE STATION MARK, SET IN A SQUARE
 OH0658'CONCRETE POST FLUSH WITH THE GROUND.
 OH0658
 OH0658                          STATION RECOVERY (1983)
 OH0658
 OH0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0660 ***********************************************************************
 OH0660  DESIGNATION -  IDA 80 0 RM 2
 OH0660  PID         -  OH0660
 OH0660  STATE/COUNTY-  ID/PAYETTE
 OH0660  USGS QUAD   -  NYSSA (1965)
 OH0660
 OH0660                         *CURRENT SURVEY CONTROL
 OH0660  ___________________________________________________________________
 OH0660* NAD 83(1986)-  43 59 48.     (N)    116 56 05.     (W)     SCALED    
 OH0660* NAVD 88     -       692.522  (meters)    2272.05   (feet)  ADJUSTED  
 OH0660  ___________________________________________________________________
 OH0660  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 OH0660  DYNAMIC HT  -         692.312 (meters)    2271.36  (feet)  COMP
 OH0660  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 OH0660
 OH0660  VERT ORDER  -  SECOND    CLASS 0
 OH0660
 OH0660.The horizontal coordinates were scaled from a topographic map and have
 OH0660.an estimated accuracy of +/- 6 seconds.
 OH0660
 OH0660.The orthometric height was determined by differential leveling
 OH0660.and adjusted by the National Geodetic Survey in June 1991..
 OH0660
 OH0660.The geoid height was determined by GEOID03.
 OH0660
 OH0660.The dynamic height is computed by dividing the NAVD 88
 OH0660.geopotential number by the normal gravity value computed on the
 OH0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0660.degrees latitude (g = 980.6199 gals.).
 OH0660
 OH0660.The modeled gravity was interpolated from observed gravity values.
 OH0660
 OH0660;                    North         East    Units  Estimated Accuracy
 OH0660;SPC ID W     -   259,500.      704,980.      MT  (+/- 180 meters Scaled)
 OH0660
 OH0660                          SUPERSEDED SURVEY CONTROL
 OH0660
 OH0660  NGVD 29 (??/??/92)  691.576  (m)         2268.95   (f) ADJ UNCH    2 0
 OH0660
 OH0660.Superseded values are not recommended for survey control.
 OH0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0660.See file dsdata.txt to determine how the superseded data were derived.
 OH0660
 OH0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ052715(NAD 83)
 OH0660_MARKER: DR = REFERENCE MARK DISK
 OH0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0660_STAMPING: IDA 80-0 NO 2 1959
 OH0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0660+STABILITY: SURFACE MOTION
 OH0660
 OH0660  HISTORY     - Date     Condition        Report By
 OH0660  HISTORY     - 1959     MONUMENTED       CGS
 OH0660  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0660
 OH0660                          STATION DESCRIPTION
 OH0660
 OH0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0660'2.0 MI SW FROM FRUITLAND.
 OH0660'0.4 MILE WEST ON U.S. HIGHWAY 30 FROM THE POST OFFICE AT FRUITLAND,
 OH0660'THENCE 1.0 MILE SOUTH ON WHITLEY DRIVE, THENCE 0.6 MILE WEST ON NW 2ND
 OH0660'AVE., 23.3 FEET EAST OF THE STATION MARK, SET IN A SQUARE CONCRETE
 OH0660'POST FLUSH WITH THE GROUND.
 OH0660
 OH0660                          STATION RECOVERY (1983)
 OH0660
 OH0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0655 ***********************************************************************
 OH0655  DESIGNATION -  IDA 80 1
 OH0655  PID         -  OH0655
 OH0655  STATE/COUNTY-  ID/PAYETTE
 OH0655  USGS QUAD   -  NYSSA (1965)
 OH0655
 OH0655                         *CURRENT SURVEY CONTROL
 OH0655  ___________________________________________________________________
 OH0655* NAD 83(1992)-  43 58 38.47827(N)    116 55 22.21080(W)     ADJUSTED  
 OH0655* NAVD 88     -       700.307  (meters)    2297.59   (feet)  ADJUSTED  
 OH0655  ___________________________________________________________________
 OH0655  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 OH0655  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 OH0655  DYNAMIC HT  -         700.091 (meters)    2296.88  (feet)  COMP
 OH0655  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 OH0655
 OH0655  HORZ ORDER  -  SECOND
 OH0655  VERT ORDER  -  SECOND    CLASS 0
 OH0655
 OH0655.The horizontal coordinates were established by classical geodetic methods
 OH0655.and adjusted by the National Geodetic Survey in July 1992..
 OH0655
 OH0655.The orthometric height was determined by differential leveling
 OH0655.and adjusted by the National Geodetic Survey in June 1991..
 OH0655
 OH0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0655
 OH0655.The geoid height was determined by GEOID03.
 OH0655
 OH0655.The dynamic height is computed by dividing the NAVD 88
 OH0655.geopotential number by the normal gravity value computed on the
 OH0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0655.degrees latitude (g = 980.6199 gals.).
 OH0655
 OH0655.The modeled gravity was interpolated from observed gravity values.
 OH0655
 OH0655;                    North         East     Units Scale Factor Converg.
 OH0655;SPC ID W     -   257,344.397   705,901.519   MT  1.00004220   -0 48 52.0
 OH0655;SPC OR S     -   262,816.420 1,786,930.885   MT  0.99999432   +2 26 50.3
 OH0655;SPC OR S     -   862,258.60  5,862,634.14   iFT  0.99999432   +2 26 50.3
 OH0655;UTM  11      - 4,869,360.618   506,188.881   MT  0.99960047   +0 03 12.9
 OH0655
 OH0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0655!SPC ID W     -   0.99989298  x   1.00004220  =   0.99993517
 OH0655!SPC OR S     -   0.99989298  x   0.99999432  =   0.99988730
 OH0655!UTM  11      -   0.99989298  x   0.99960047  =   0.99949349
 OH0655
 OH0655|---------------------------------------------------------------------|
 OH0655| PID    Reference Object                     Distance      Geod. Az  |
 OH0655|                                                           dddmmss.s |
 OH0655| OH0656 IDA 80 1 RM 1                        17.031 METERS 17410     |
 OH0655| OH1429 IDA 80 1 RM 3 AZIMUTH               APPROX. 1.8 KM 2394122.3 |
 OH0655| OH0654 IDA 80 1 RM 2                        10.965 METERS 35041     |
 OH0655|---------------------------------------------------------------------|
 OH0655
 OH0655                          SUPERSEDED SURVEY CONTROL
 OH0655
 OH0655  NAD 83(1991)-  43 58 38.47825(N)    116 55 22.21071(W) AD(       ) 2
 OH0655  NAD 83(1986)-  43 58 38.47801(N)    116 55 22.21099(W) AD(       ) 2
 OH0655  NAD 27      -  43 58 38.88740(N)    116 55 18.64980(W) AD(       ) 2
 OH0655  NGVD 29 (??/??/92)  699.357  (m)         2294.47   (f) ADJ UNCH    2 0
 OH0655
 OH0655.Superseded values are not recommended for survey control.
 OH0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0655.See file dsdata.txt to determine how the superseded data were derived.
 OH0655
 OH0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0618969361(NAD 83)
 OH0655_MARKER: DS = TRIANGULATION STATION DISK
 OH0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0655_STAMPING: IDA 80-1 1959
 OH0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0655+STABILITY: SURFACE MOTION
 OH0655
 OH0655  HISTORY     - Date     Condition        Report By
 OH0655  HISTORY     - 1959     MONUMENTED       CGS
 OH0655  HISTORY     - 1959     GOOD             CGS
 OH0655  HISTORY     - 1963     MARK NOT FOUND   NGS
 OH0655  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 OH0655  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0655
 OH0655                          STATION DESCRIPTION
 OH0655
 OH0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OH0655'THE STATION IS 2 MILES SOUTH AND 3/4 MILE WEST FROM FRUITLAND,
 OH0655'ON THE TOP OF A SAND BANK OVERLOOKING THE FLAT LANDS TO THE
 OH0655'WEST, 50 FEET NORTHEAST FROM THE CENTER LINE OF A PAVED ROAD
 OH0655'AND 3 FEET NORTH FROM A STEEL WITNESS POST WITH SIGN.  THE
 OH0655'STATION IS A STANDARD TRIANGULATION DISK SET IN A SQUARE
 OH0655'TOPPED CONCRETE MONUMENT PROJECTING 2 INCHES, STAMPED IDA 80-1
 OH0655'1959.
 OH0655'
 OH0655'REACHED FROM THE POST OFFICE IN FRUITLAND, GO WEST ON U.S.
 OH0655'HIGHWAY 30 FOR 0.4 MILE TO THE INTERSECTION WITH WHITLEY
 OH0655'ROAD AND THE HIGHWAY TURNS NORTH.  TURN LEFT AND GO SOUTH
 OH0655'ON WHITLEY ROAD FOR 2.2 MILES TO THE STATION ON THE LEFT
 OH0655'ON TOP OF SAND BANK.
 OH0655'
 OH0655'THE REFERENCE MARKS ARE STANDARD REFERENCE DISKS SET IN SQUARE
 OH0655'TOPPED CONCRETE MONUMENTS FLUSH WITH THE GROUND, 49 FEET
 OH0655'NORTHEAST FROM THE CENTER LINE OF THE PAVED ROAD AND ARE
 OH0655'STAMPED, IDA 80-1 1959 AND NO 1 AND NO 2 RESPECTIVELY.
 OH0655'
 OH0655'REFERENCE MARK 3, STAMPED IDA 80-1 NO 3 1959, IS A STANDARD
 OH0655'DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND.  42-1/2 FEET
 OH0655'SOUTHWEST OF THE CENTER OF A DIRT ROAD AND 12-1/2 FEET WEST
 OH0655'OF THE WEST ONE OF DOUBLE POWER POLES NO. 215.
 OH0655'
 OH0655'FROM THE STATION, GO SOUTHERLY ON BLACK-TOP ROAD FOR 0.6
 OH0655'MILE TO A T-ROAD RIGHT.  TURN RIGHT, SOUTHWEST, ON BLACK-TOP
 OH0655'FOR 0.9 MILE TO CATTLE GUARD AND POWER LINE ROAD ON RIGHT.
 OH0655'TURN RIGHT, NORTHWEST, ALONG POWER LINE ROAD FOR 0.15 MILE
 OH0655'TO THE MARK ON THE LEFT.
 OH0655
 OH0655                          STATION RECOVERY (1959)
 OH0655
 OH0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0655'2.6 MI S FROM FRUITLAND.
 OH0655'0.4 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT FRUITLAND,
 OH0655'THENCE 2.2 MILES SOUTH ON WHITLEY DRIVE, 53.6 FEET SOUTH OF R.M. 1,
 OH0655'35.6 FEET NORTH OF R.M. 2, 4.2 FEET NORTH OF A METAL WITNESS POST WITH
 OH0655'SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 1 INCH.
 OH0655
 OH0655                          STATION RECOVERY (1963)
 OH0655
 OH0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0655'MARK NOT FOUND.
 OH0655
 OH0655                          STATION RECOVERY (1982)
 OH0655
 OH0655'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 OH0655'IDA 80-1 1959 NOT RECOVERED.
 OH0655'
 OH0655'AN UNSUCCESSFUL SEARCH WAS MADE FOR THE MARKS AT THE TOP OF THE
 OH0655'SAND BANK AS DESCRIBED IN 1959.  APPARENTLY THE MARKS WERE DESTROYED
 OH0655'BY PAST ROAD CONSTRUCTION.
 OH0655
 OH0655                          STATION RECOVERY (1983)
 OH0655
 OH0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0656 ***********************************************************************
 OH0656  DESIGNATION -  IDA 80 1 RM 1
 OH0656  PID         -  OH0656
 OH0656  STATE/COUNTY-  ID/PAYETTE
 OH0656  USGS QUAD   -  NYSSA (1965)
 OH0656
 OH0656                         *CURRENT SURVEY CONTROL
 OH0656  ___________________________________________________________________
 OH0656* NAD 83(1986)-  43 58 41.     (N)    116 55 24.     (W)     SCALED    
 OH0656* NAVD 88     -       699.788  (meters)    2295.89   (feet)  ADJUSTED  
 OH0656  ___________________________________________________________________
 OH0656  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 OH0656  DYNAMIC HT  -         699.571 (meters)    2295.18  (feet)  COMP
 OH0656  MODELED GRAV-     980,287.1   (mgal)                       NAVD 88
 OH0656
 OH0656  VERT ORDER  -  SECOND    CLASS 0
 OH0656
 OH0656.The horizontal coordinates were scaled from a topographic map and have
 OH0656.an estimated accuracy of +/- 6 seconds.
 OH0656
 OH0656.The orthometric height was determined by differential leveling
 OH0656.and adjusted by the National Geodetic Survey in June 1991..
 OH0656
 OH0656.The geoid height was determined by GEOID03.
 OH0656
 OH0656.The dynamic height is computed by dividing the NAVD 88
 OH0656.geopotential number by the normal gravity value computed on the
 OH0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0656.degrees latitude (g = 980.6199 gals.).
 OH0656
 OH0656.The modeled gravity was interpolated from observed gravity values.
 OH0656
 OH0656;                    North         East    Units  Estimated Accuracy
 OH0656;SPC ID W     -   257,420.      705,860.      MT  (+/- 180 meters Scaled)
 OH0656
 OH0656                          SUPERSEDED SURVEY CONTROL
 OH0656
 OH0656  NGVD 29 (??/??/92)  698.838  (m)         2292.77   (f) ADJ UNCH    2 0
 OH0656
 OH0656.Superseded values are not recommended for survey control.
 OH0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0656.See file dsdata.txt to determine how the superseded data were derived.
 OH0656
 OH0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ061694(NAD 83)
 OH0656_MARKER: DR = REFERENCE MARK DISK
 OH0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0656_STAMPING: IDA 80-1 NO 1 1959
 OH0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0656+STABILITY: SURFACE MOTION
 OH0656
 OH0656  HISTORY     - Date     Condition        Report By
 OH0656  HISTORY     - 1959     MONUMENTED       CGS
 OH0656  HISTORY     - 1963     MARK NOT FOUND   NGS
 OH0656  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0656
 OH0656                          STATION DESCRIPTION
 OH0656
 OH0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0656'2.6 MI S FROM FRUITLAND.
 OH0656'0.4 MILE WEST ON U.S. HIGHWAY 30 FROM THE POST OFFICE AT FRUITLAND,
 OH0656'THENCE 2.2 MILES SOUTH ON WHITLEY DRIVE, 53.6 FEET NORTH OF THE
 OH0656'STATION MARK, SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 OH0656
 OH0656                          STATION RECOVERY (1963)
 OH0656
 OH0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0656'MARK NOT FOUND.
 OH0656
 OH0656                          STATION RECOVERY (1983)
 OH0656
 OH0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0654 ***********************************************************************
 OH0654  DESIGNATION -  IDA 80 1 RM 2
 OH0654  PID         -  OH0654
 OH0654  STATE/COUNTY-  ID/PAYETTE
 OH0654  USGS QUAD   -  NYSSA (1965)
 OH0654
 OH0654                         *CURRENT SURVEY CONTROL
 OH0654  ___________________________________________________________________
 OH0654* NAD 83(1986)-  43 58 41.     (N)    116 55 24.     (W)     SCALED    
 OH0654* NAVD 88     -       700.353  (meters)    2297.74   (feet)  ADJUSTED  
 OH0654  ___________________________________________________________________
 OH0654  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 OH0654  DYNAMIC HT  -         700.136 (meters)    2297.03  (feet)  COMP
 OH0654  MODELED GRAV-     980,287.1   (mgal)                       NAVD 88
 OH0654
 OH0654  VERT ORDER  -  SECOND    CLASS 0
 OH0654
 OH0654.The horizontal coordinates were scaled from a topographic map and have
 OH0654.an estimated accuracy of +/- 6 seconds.
 OH0654
 OH0654.The orthometric height was determined by differential leveling
 OH0654.and adjusted by the National Geodetic Survey in June 1991..
 OH0654
 OH0654.The geoid height was determined by GEOID03.
 OH0654
 OH0654.The dynamic height is computed by dividing the NAVD 88
 OH0654.geopotential number by the normal gravity value computed on the
 OH0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0654.degrees latitude (g = 980.6199 gals.).
 OH0654
 OH0654.The modeled gravity was interpolated from observed gravity values.
 OH0654
 OH0654;                    North         East    Units  Estimated Accuracy
 OH0654;SPC ID W     -   257,420.      705,860.      MT  (+/- 180 meters Scaled)
 OH0654
 OH0654                          SUPERSEDED SURVEY CONTROL
 OH0654
 OH0654  NGVD 29 (??/??/92)  699.403  (m)         2294.62   (f) ADJ UNCH    2 0
 OH0654
 OH0654.Superseded values are not recommended for survey control.
 OH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0654.See file dsdata.txt to determine how the superseded data were derived.
 OH0654
 OH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ061694(NAD 83)
 OH0654_MARKER: DR = REFERENCE MARK DISK
 OH0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0654_STAMPING: IDA 80-1 NO 2 1959
 OH0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0654+STABILITY: SURFACE MOTION
 OH0654
 OH0654  HISTORY     - Date     Condition        Report By
 OH0654  HISTORY     - 1959     MONUMENTED       CGS
 OH0654  HISTORY     - 1963     MARK NOT FOUND   NGS
 OH0654  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0654
 OH0654                          STATION DESCRIPTION
 OH0654
 OH0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0654'2.6 MI S FROM FRUITLAND.
 OH0654'0.4 MILE WEST ON U.S. HIGHWAY 30 FROM THE POST OFFICE AT FRUITLAND,
 OH0654'THENCE 2.2 MILES SOUTH ON WHITLEY DRIVE, 35.6 FEET SOUTH OF THE
 OH0654'STATION MARK, SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 OH0654
 OH0654                          STATION RECOVERY (1963)
 OH0654
 OH0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0654'MARK NOT FOUND.
 OH0654
 OH0654                          STATION RECOVERY (1983)
 OH0654
 OH0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1429 ***********************************************************************
 OH1429  DESIGNATION -  IDA 80 1 RM 3 AZIMUTH
 OH1429  PID         -  OH1429
 OH1429  STATE/COUNTY-  ID/PAYETTE
 OH1429  USGS QUAD   -  NYSSA (1965)
 OH1429
 OH1429                         *CURRENT SURVEY CONTROL
 OH1429  ___________________________________________________________________
 OH1429* NAD 83(1992)-  43 58 08.60181(N)    116 56 32.95804(W)     ADJUSTED  
 OH1429* NAVD 88     -       657.8    (meters)    2158.     (feet)  VERTCON   
 OH1429  ___________________________________________________________________
 OH1429  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 OH1429  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 OH1429
 OH1429  HORZ ORDER  -  THIRD
 OH1429
 OH1429.The horizontal coordinates were established by classical geodetic methods
 OH1429.and adjusted by the National Geodetic Survey in July 1992..
 OH1429
 OH1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1429
 OH1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1429
 OH1429.The geoid height was determined by GEOID03.
 OH1429
 OH1429;                    North         East     Units Scale Factor Converg.
 OH1429;SPC ID W     -   256,444.935   704,311.473   MT  1.00004591   -0 49 40.7
 OH1429;SPC OR S     -   261,827.995 1,785,394.670   MT  0.99999228   +2 26 01.9
 OH1429;SPC OR S     -   859,015.73  5,857,594.06   iFT  0.99999228   +2 26 01.9
 OH1429;UTM  11      - 4,868,437.582   504,613.342   MT  0.99960026   +0 02 23.7
 OH1429
 OH1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1429!SPC ID W     -   0.99989965  x   1.00004591  =   0.99994556
 OH1429!SPC OR S     -   0.99989965  x   0.99999228  =   0.99989194
 OH1429!UTM  11      -   0.99989965  x   0.99960026  =   0.99949995
 OH1429
 OH1429                          SUPERSEDED SURVEY CONTROL
 OH1429
 OH1429  NAD 83(1991)-  43 58 08.60179(N)    116 56 32.95800(W) AD(       ) 3
 OH1429  NAD 83(1986)-  43 58 08.60149(N)    116 56 32.95833(W) AD(       ) 3
 OH1429  NAD 27      -  43 58 09.01270(N)    116 56 29.39290(W) AD(       ) 3
 OH1429  NGVD 29 (07/19/86)  656.8    (m)         2155.     (f) VERT ANG       
 OH1429
 OH1429.Superseded values are not recommended for survey control.
 OH1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1429.See file dsdata.txt to determine how the superseded data were derived.
 OH1429
 OH1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0461368438(NAD 83)
 OH1429_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OH1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1429+STABILITY: SURFACE MOTION
 OH1429
 OH1429  HISTORY     - Date     Condition        Report By
 OH1429  HISTORY     - 1959     MONUMENTED       CGS
 OH1429
 OH1429                          STATION DESCRIPTION
 OH1429
 OH1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH1429'THE STATION IS ABOUT 3 MILES SOUTH-SOUTHWEST OF FRUITLAND,
 OH1429'IN PASTURE LAND ON THE SOUTHWEST SIDE OF A POWER LINE ROAD,
 OH1429'12-1/2 FEET WEST OF THE WEST ONE OF DOUBLE POWER POLES NO.
 OH1429'215, AND 42-1/2 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD.
 OH1429'
 OH1429'TO REACH FROM THE POST OFFICE IN FRUITLAND, GO WEST ON U.S.
 OH1429'HIGHWAY 30 FOR 0.4 MILE TO THE INTERSECTION WITH WHITLEY ROAD
 OH1429'AND WHERE THE HIGHWAY TURNS NORTH.  TURN LEFT AND GO SOUTH
 OH1429'ON WHITLEY ROAD FOR 2.8 MILES TO A T-ROAD RIGHT.  TURN RIGHT,
 OH1429'SOUTHWEST, ON BLACK-TOP FOR 0.9 MILE TO A CATTLE GUARD AND
 OH1429'POWER LINE ROAD ON THE RIGHT.  TURN RIGHT, NORTHWEST, ALONG
 OH1429'POWER LINE ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
 OH1429'
 OH1429'THE MARK, STAMPED IDA 80-1 NO 3 1959, IS A STANDARD DISK
 OH1429'SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 OH1429'
 OH1429'TRIANGULATION STATION IDA 80-1 WILL BE DESTROYED IN THE NEAR
 OH1429'FUTURE BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0614 ***********************************************************************
 OH0614  DESIGNATION -  IDA 80 10 RESET
 OH0614  PID         -  OH0614
 OH0614  STATE/COUNTY-  ID/CANYON
 OH0614  USGS QUAD   -  SAND HOLLOW (1970)
 OH0614
 OH0614                         *CURRENT SURVEY CONTROL
 OH0614  ___________________________________________________________________
 OH0614* NAD 83(1992)-  43 47 33.29968(N)    116 44 32.79648(W)     ADJUSTED  
 OH0614* NAVD 88     -       755.82   (meters)    2479.7    (feet)  RESET     
 OH0614  ___________________________________________________________________
 OH0614  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 OH0614  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 OH0614
 OH0614  HORZ ORDER  -  SECOND
 OH0614  VERT ORDER  -  THIRD
 OH0614
 OH0614.The horizontal coordinates were established by classical geodetic methods
 OH0614.and adjusted by the National Geodetic Survey in July 1992..
 OH0614
 OH0614.The orthometric height was computed from unverified reset data.
 OH0614
 OH0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0614
 OH0614.The geoid height was determined by GEOID03.
 OH0614
 OH0614;                    North         East     Units Scale Factor Converg.
 OH0614;SPC ID W     -   236,625.722   720,128.256   MT  1.00001177   -0 41 12.7
 OH0614;UTM  11      - 4,848,868.169   520,721.170   MT  0.99960528   +0 10 41.7
 OH0614
 OH0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0614!SPC ID W     -   0.99988424  x   1.00001177  =   0.99989601
 OH0614!UTM  11      -   0.99988424  x   0.99960528  =   0.99948957
 OH0614
 OH0614:                Primary Azimuth Mark                     Grid Az
 OH0614:SPC ID W     -  IDA 80 11                                133 54 17.6
 OH0614:UTM  11      -  IDA 80 11                                133 02 23.2
 OH0614
 OH0614|---------------------------------------------------------------------|
 OH0614| PID    Reference Object                     Distance      Geod. Az  |
 OH0614|                                                           dddmmss.s |
 OH0614| OH0602 IDA 80 11                           APPROX. 2.5 KM 1331304.9 |
 OH0614| OH0612 IDA 80 10 RM 2                        9.040 METERS 18714     |
 OH0614| OH0613 IDA 80 10 RM 3                       10.940 METERS 34903     |
 OH0614| OH0610 IDA 80 10 RM 1                        9.370 METERS 35336     |
 OH0614|---------------------------------------------------------------------|
 OH0614
 OH0614                          SUPERSEDED SURVEY CONTROL
 OH0614
 OH0614  NAD 83(1991)-  43 47 33.29961(N)    116 44 32.79577(W) AD(       ) 2
 OH0614  NAD 83(1986)-  43 47 33.29940(N)    116 44 32.79572(W) AD(       ) 2
 OH0614  NAD 27      -  43 47 33.71820(N)    116 44 29.28290(W) AD(       ) 2
 OH0614
 OH0614.Superseded values are not recommended for survey control.
 OH0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0614.See file dsdata.txt to determine how the superseded data were derived.
 OH0614
 OH0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2072148868(NAD 83)
 OH0614_MARKER: DS = TRIANGULATION STATION DISK
 OH0614_SETTING: 0 = UNSPECIFIED SETTING
 OH0614_STAMPING: IDA 80-10 1959 1970
 OH0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0614
 OH0614  HISTORY     - Date     Condition        Report By
 OH0614  HISTORY     - 1970     MONUMENTED       NGS
 OH0614
 OH0614                          STATION DESCRIPTION
 OH0614
 OH0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0614'9.5 MI NW FROM CALDWELL.
 OH0614'10.2 MILES NORTHWEST ALONG INTERSTATE 80N FROM THE JUNCTION OF
 OH0614'INTERSTATE 80N, AND KIMBALL AVENUE AT CALDWELL TO SAND HOLLOW ROAD,
 OH0614'THENCE WEST, AND SOUTH ON THE MACADAM ROAD TOWARD PARMA FOR 0.8 MILE
 OH0614'TO WHERE THE MACADAM ROAD CURVES SOUTHWEST, THENCE SOUTH ON THE
 OH0614'GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT, THENCE EAST ON THE
 OH0614'GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT, THENCE SOUTH ON THE
 OH0614'DIRT ROAD THE GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT, THENCE
 OH0614'SOUTH ON THE DIRT ROAD FOR 0.05 MILE TO THE BENCH MARK ON THE LEFT,
 OH0614'OPPOSITE A SMALL GROVE, AND SOME SHEDS.  THE BENCH MARK IS 43 FEET
 OH0614'EAST OF THE CENTER OF THE DIRT ROAD, 30 FEET EAST OF AN IRRIGATION
 OH0614'DITCH, 29.66 FEET NORTH OF IDA 80-10 R M 2, 12 FEET EAST OF AN
 OH0614'IRRIGATION FEEDER DITCH, AND 1 FOOT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0612 ***********************************************************************
 OH0612  DESIGNATION -  IDA 80 10 RM 2
 OH0612  PID         -  OH0612
 OH0612  STATE/COUNTY-  ID/CANYON
 OH0612  USGS QUAD   -  SAND HOLLOW (1970)
 OH0612
 OH0612                         *CURRENT SURVEY CONTROL
 OH0612  ___________________________________________________________________
 OH0612* NAD 83(1986)-  43 47 34.     (N)    116 44 33.     (W)     SCALED    
 OH0612* NAVD 88     -       756.093  (meters)    2480.62   (feet)  ADJUSTED  
 OH0612  ___________________________________________________________________
 OH0612  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 OH0612  DYNAMIC HT  -         755.851 (meters)    2479.82  (feet)  COMP
 OH0612  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 OH0612
 OH0612  VERT ORDER  -  SECOND    CLASS 0
 OH0612
 OH0612.The horizontal coordinates were scaled from a topographic map and have
 OH0612.an estimated accuracy of +/- 6 seconds.
 OH0612
 OH0612.The orthometric height was determined by differential leveling
 OH0612.and adjusted by the National Geodetic Survey in June 1991..
 OH0612
 OH0612.The geoid height was determined by GEOID03.
 OH0612
 OH0612.The dynamic height is computed by dividing the NAVD 88
 OH0612.geopotential number by the normal gravity value computed on the
 OH0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0612.degrees latitude (g = 980.6199 gals.).
 OH0612
 OH0612.The modeled gravity was interpolated from observed gravity values.
 OH0612
 OH0612;                    North         East    Units  Estimated Accuracy
 OH0612;SPC ID W     -   236,650.      720,120.      MT  (+/- 180 meters Scaled)
 OH0612
 OH0612                          SUPERSEDED SURVEY CONTROL
 OH0612
 OH0612  NGVD 29 (??/??/92)  755.155  (m)         2477.54   (f) ADJ UNCH    2 0
 OH0612
 OH0612.Superseded values are not recommended for survey control.
 OH0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0612.See file dsdata.txt to determine how the superseded data were derived.
 OH0612
 OH0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ207488(NAD 83)
 OH0612_MARKER: DR = REFERENCE MARK DISK
 OH0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0612_STAMPING: IDA 80-10 NO 2 1959
 OH0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0612+STABILITY: SURFACE MOTION
 OH0612
 OH0612  HISTORY     - Date     Condition        Report By
 OH0612  HISTORY     - 1959     MONUMENTED       CGS
 OH0612  HISTORY     - 1970     GOOD             NGS
 OH0612
 OH0612                          STATION DESCRIPTION
 OH0612
 OH0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0612'9.5 MI NW FROM CALDWELL.
 OH0612'10.2 MILES NORTHWEST ALONG INTERSTATE 80N FROM THE JUNCTION OF
 OH0612'INTERSTATE 80N, AND KIMBALL AVENUE AT CALDWELL TO SAND HOLLOW ROAD,
 OH0612'THENCE WEST, AND SOUTH ON MACADAM ROAD TOWARD PARMA FOR 0.8 MILE TO
 OH0612'WHERE THE MACADAM ROAD CURVES SOUTHWEST, THENCE SOUTH ON GRAVELED ROAD
 OH0612'FOR 0.1 MILE TO SIDE ROAD LEFT, THENCE EAST ON GRAVELED ROAD FOR 0.55
 OH0612'MILE TO SIDE ROAD RIGHT, THENCE SOUTH ON DIRT ROAD FOR 0.05 MILE TO
 OH0612'THE BENCH MARK ON THE LEFT, 8 FEET EAST OF A FEEDER DITCH, AND 1 FOOT
 OH0612'EAST OF A METAL WITNESS POST SET IN A 12-INCH SQUARE CONCRETE MONUMENT
 OH0612'THAT PROJECTS 3 INCHES.  NOTE-- REFERENCE MARK FOR TRIANGULATION
 OH0612'STATION IDA 80-10 1959 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0613 ***********************************************************************
 OH0613  DESIGNATION -  IDA 80 10 RM 3
 OH0613  PID         -  OH0613
 OH0613  STATE/COUNTY-  ID/CANYON
 OH0613  USGS QUAD   -  SAND HOLLOW (1970)
 OH0613
 OH0613                         *CURRENT SURVEY CONTROL
 OH0613  ___________________________________________________________________
 OH0613* NAD 83(1986)-  43 47 33.     (N)    116 44 33.     (W)     SCALED    
 OH0613* NAVD 88     -       755.90   (meters)    2480.0    (feet)  RESET     
 OH0613  ___________________________________________________________________
 OH0613  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 OH0613
 OH0613  VERT ORDER  -  THIRD
 OH0613
 OH0613.The horizontal coordinates were scaled from a topographic map and have
 OH0613.an estimated accuracy of +/- 6 seconds.
 OH0613
 OH0613.The orthometric height was computed from unverified reset data.
 OH0613
 OH0613.The geoid height was determined by GEOID03.
 OH0613
 OH0613;                    North         East    Units  Estimated Accuracy
 OH0613;SPC ID W     -   236,620.      720,120.      MT  (+/- 180 meters Scaled)
 OH0613
 OH0613                          SUPERSEDED SURVEY CONTROL
 OH0613
 OH0613.No superseded survey control is available for this station.
 OH0613
 OH0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ207488(NAD 83)
 OH0613_MARKER: DR = REFERENCE MARK DISK
 OH0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0613_STAMPING: IDA 80-10 1959 NO 3 1970
 OH0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0613+STABILITY: SURFACE MOTION
 OH0613
 OH0613  HISTORY     - Date     Condition        Report By
 OH0613  HISTORY     - 1970     MONUMENTED       NGS
 OH0613
 OH0613                          STATION DESCRIPTION
 OH0613
 OH0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0613'9.5 MI NW FROM CALDWELL.
 OH0613'10.2 MILES NORTHWEST ALONG INTERSTATE 80N FROM THE JUNCTION OF
 OH0613'INTERSTATE 80N, AND KIMBALL AVENUE AT CALDWELL TO SAND HOLLOW ROAD,
 OH0613'THENCE WEST, AND SOUTH ON THE MACADAM ROAD TOWARD PARMA FOR 0.8 MILE
 OH0613'TO WHERE THE MACADAM ROAD CURVES SOUTHWEST, THENCE SOUTH ON THE
 OH0613'GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT, THENCE EAST ON THE
 OH0613'GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT, THENCE SOUTH ON THE
 OH0613'DIRT ROAD FOR 0.05 MILE TO THE BENCH MARK ON THE LEFT, 35.89 FEET
 OH0613'NORTH-NORTHWEST OF TRIANGULATION STATION IDA 80-10 1959 1970, AND 3
 OH0613'FEET EAST OF A FEEDER DITCH SET IN A 12-INCH SQUARE CONCRETE MONUMENT
 OH0613'THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0298 ***********************************************************************
 NV0298  DESIGNATION -  IDA 80 100
 NV0298  PID         -  NV0298
 NV0298  STATE/COUNTY-  ID/GOODING
 NV0298  USGS QUAD   -  TUTTLE (1992)
 NV0298
 NV0298                         *CURRENT SURVEY CONTROL
 NV0298  ___________________________________________________________________
 NV0298* NAD 83(1992)-  42 48 11.51849(N)    114 45 44.24906(W)     ADJUSTED  
 NV0298* NAVD 88     -      1037.709  (meters)    3404.55   (feet)  ADJUSTED  
 NV0298  ___________________________________________________________________
 NV0298  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 NV0298  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 NV0298  DYNAMIC HT  -        1037.213 (meters)    3402.92  (feet)  COMP
 NV0298  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 NV0298
 NV0298  HORZ ORDER  -  SECOND
 NV0298  VERT ORDER  -  FIRST     CLASS II
 NV0298
 NV0298.The horizontal coordinates were established by classical geodetic methods
 NV0298.and adjusted by the National Geodetic Survey in July 1992..
 NV0298
 NV0298.The orthometric height was determined by differential leveling
 NV0298.and adjusted by the National Geodetic Survey in January 1993..
 NV0298
 NV0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0298
 NV0298.The geoid height was determined by GEOID03.
 NV0298
 NV0298.The dynamic height is computed by dividing the NAVD 88
 NV0298.geopotential number by the normal gravity value computed on the
 NV0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0298.degrees latitude (g = 980.6199 gals.).
 NV0298
 NV0298.The modeled gravity was interpolated from observed gravity values.
 NV0298
 NV0298;                    North         East     Units Scale Factor Converg.
 NV0298;SPC ID C     -   126,518.839   437,647.150   MT  0.99999518   -0 31 04.7
 NV0298;UTM  11      - 4,741,389.332   682,976.605   MT  1.00001191   +1 31 15.3
 NV0298
 NV0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0298!SPC ID C     -   0.99983970  x   0.99999518  =   0.99983488
 NV0298!UTM  11      -   0.99983970  x   1.00001191  =   0.99985161
 NV0298
 NV0298|---------------------------------------------------------------------|
 NV0298| PID    Reference Object                     Distance      Geod. Az  |
 NV0298|                                                           dddmmss.s |
 NV0298| NV0297 IDA 80 100 RM 1                      22.768 METERS 08423     |
 NV0298| CD5312 IDA 80 100 RM 3                                    13440     |
 NV0298| NV0296 K 69                                               1360024.3 |
 NV0298| NV0299 IDA 80 100 RM 2                       9.975 METERS 29905     |
 NV0298| NV0305 IDA 80 99 2 RESET                                  31035     |
 NV0298|---------------------------------------------------------------------|
 NV0298
 NV0298                          SUPERSEDED SURVEY CONTROL
 NV0298
 NV0298  NAD 83(1986)-  42 48 11.51691(N)    114 45 44.24711(W) AD(       ) 2
 NV0298  NAD 27      -  42 48 11.86420(N)    114 45 41.06100(W) AD(       ) 2
 NV0298  NAVD 88 (06/15/91) 1037.709  (m)         3404.55   (f) UNKNOWN     1 2
 NV0298  NGVD 29 (??/??/92) 1036.868  (m)         3401.79   (f) ADJ UNCH    1 2
 NV0298
 NV0298.Superseded values are not recommended for survey control.
 NV0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0298.See file dsdata.txt to determine how the superseded data were derived.
 NV0298
 NV0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8297741389(NAD 83)
 NV0298_MARKER: DE = TRAVERSE STATION DISK
 NV0298_SETTING: 66 = SET IN ROCK OUTCROP
 NV0298_SP_SET: BEDROCK
 NV0298_STAMPING: IDA 80-100 1959
 NV0298_MARK LOGO: CGS   
 NV0298_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0298+STABILITY: POSITION/ELEVATION WELL
 NV0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0298+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0298
 NV0298  HISTORY     - Date     Condition        Report By
 NV0298  HISTORY     - 1959     MONUMENTED       CGS
 NV0298  HISTORY     - 1959     GOOD             CGS
 NV0298  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NV0298  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NV0298  HISTORY     - 19920715 GOOD             NGS
 NV0298
 NV0298                          STATION DESCRIPTION
 NV0298
 NV0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0298'THE STATION IS 4.0 MILES NORTHWEST ALONG STATE ROUTE 25 FROM THE
 NV0298'INTERSECTION OF STATE ROUTES 25 AND 46 (1.0 MILE SOUTH OF WENDALL)
 NV0298'ON A LAVA KNOLL ABOUT 200 FEET NORTHEAST OF THE HIGHWAY, ABOUT
 NV0298'100 FEET NORTHEAST OF THE RAILROAD TRACKS AND 150 FEET NORTH OF
 NV0298'A CANAL.
 NV0298'
 NV0298'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN CEMENT IN A
 NV0298'DRILL HOLE IN BEDROCK FLUSH WITH THE SURROUNDING SURFACE AND
 NV0298'STAMPED IDA 80-100 1959.  IT IS ON THE SUMMIT OF THE LAVA KNOLL
 NV0298'15 FEET NORTHEAST OF THE RIGHT OF WAY FENCE LINE.
 NV0298'
 NV0298'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 NV0298'IN BEDROCK FLUSH WITH THE SURROUNDING SURFACE AND STAMPED IDA
 NV0298'80-100 NO 1 1959.  IT IS SET AT THE BRINK OF THE RIDGE ABOUT 100
 NV0298'FEET NORTHEAST OF THE RIGHT OF WAY FENCE LINE.
 NV0298'
 NV0298'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 NV0298'IN BED ROCK FLUSH WITH THE SURROUNDING SURFACE AND STAMPED IDA
 NV0298'80-100 NO 2 1959.  IT IS 5 FEET NORTHEAST OF THE RIGHT OF WAY
 NV0298'FENCE LINE.
 NV0298'
 NV0298'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK SET IN CEMENT IN A
 NV0298'DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE AND STAMPED K 69
 NV0298'1934.  IT IS 0.05 MILE NORTHWEST OF THE INTERSECTION OF A
 NV0298'SECTION LINE ROAD CROSSING STATE ROUTE 25, 50.5 FEET NORTHEAST
 NV0298'OF THE CENTER LINE OF STATE ROUTE 25, 45 FEET SOUTHWEST OF THE
 NV0298'SOUTHWEST RAIL AND 3 FEET NORTHEAST OF THE RIGHT OF WAY FENCE
 NV0298'LINE.
 NV0298
 NV0298                          STATION RECOVERY (1959)
 NV0298
 NV0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NV0298'4.0 MI NW FROM WENDELL.
 NV0298'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0298'HIGHWAYS 25 AND 46 AT WENDELL, 200 FEET NORTHEAST OF THE HIGHWAY, 100
 NV0298'FEET NORTHEAST OF THE RAILROAD TRACKS, 74.70 FEET NORTHWEST OF R.M. 1,
 NV0298'32.73 FEET SOUTHEAST OF R.M. 2, SET IN A DRILL HOLE IN BEDROCK FLUSH
 NV0298'WITH THE GROUND.
 NV0298
 NV0298                          STATION RECOVERY (1971)
 NV0298
 NV0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NV0298'THE STATION MARK, BOTH REFERENCE MARKS, AND BENCH MARK K 69 1934,
 NV0298'AZIMUTH MARK, WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NV0298'A NEW BOX SCORE FOLLOWS.
 NV0298'
 NV0298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 NV0298'NORTHWEST OF WENDELL
 NV0298
 NV0298                          STATION RECOVERY (1972)
 NV0298
 NV0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NV0298'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 NV0298'GOOD CONDITION.  BENCH MARK K 69 (AZIMUTH MARK) HAS BEEN
 NV0298'DESTROYED.  ANOTHER AZIMUTH MARK WAS ESTABLISHED.  AN ALTERNATE
 NV0298'TO REACH, AND A DESCRIPTION TO THE NEW AZIMUTH MARK FOLLOWS.
 NV0298'
 NV0298'TO REACH THE STATION FROM THE BLINKER LIGHT, JUST WEST OF THE
 NV0298'WENDELL POST OFFICE, GO WEST ON STATE HIGHWAY 25 FOR 1.0 MILE TO
 NV0298'INTERSTATE 80N, TURN RIGHT, AND GO NORTHWEST ON INTERSTATE 80N
 NV0298'FOR 2.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NV0298'NORTHWEST ON INTERSTATE 80N FOR 0.5 MILE TO THE STATION ON THE
 NV0298'RIGHT.
 NV0298'
 NV0298'THE AZIMUTH MARK, STAMPED IDA 80-100 1959 NO 3 1972, IS A
 NV0298'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 200
 NV0298'FEET NORTHWEST OF RAILROAD MILEPOST NO. 6, 120 FEET NORTHEAST OF
 NV0298'THE CENTER OF THE WESTBOUND LANE OF INTERSTATE 80N, 30 FEET
 NV0298'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 17 FEET NORTHEAST OF THE
 NV0298'NEAREST RAIL OF THE RAILROAD TRACKS, AND 2.5 FEET SOUTH OF A
 NV0298'METAL WITNESS POST.
 NV0298'
 NV0298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 NV0298'NORTHWEST OF WENDELL
 NV0298
 NV0298                          STATION RECOVERY (1992)
 NV0298
 NV0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0298'19.7 KM (12.25 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0298'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, NEAR THE CENTER OF A
 NV0298'12 BY 12-FOOT AREA OF OUTCROPPING BEDROCK ON TOP OF A LARGE RAILROAD
 NV0298'CUT, 60.1 M (197.2 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND
 NV0298'LANES OF THE HIGHWAY, 22.8 M (74.8 FT) WEST-SOUTHWEST OF REFERENCE
 NV0298'MARK 1, 10.0 M (32.8 FT) EAST OF REFERENCE MARK 2, 7.8 M (25.6 FT)
 NV0298'NORTHEAST OF A FENCE, AND 6.0 M (19.7 FT) ABOVE THE LEVEL OF THE
 NV0298'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0297 ***********************************************************************
 NV0297  DESIGNATION -  IDA 80 100 RM 1
 NV0297  PID         -  NV0297
 NV0297  STATE/COUNTY-  ID/GOODING
 NV0297  USGS QUAD   -  TUTTLE (1992)
 NV0297
 NV0297                         *CURRENT SURVEY CONTROL
 NV0297  ___________________________________________________________________
 NV0297* NAD 83(1986)-  42 48 11.     (N)    114 45 44.     (W)     SCALED    
 NV0297* NAVD 88     -      1037.496  (meters)    3403.85   (feet)  ADJUSTED  
 NV0297  ___________________________________________________________________
 NV0297  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 NV0297  DYNAMIC HT  -        1037.000 (meters)    3402.22  (feet)  COMP
 NV0297  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 NV0297
 NV0297  VERT ORDER  -  FIRST     CLASS II
 NV0297
 NV0297.The horizontal coordinates were scaled from a topographic map and have
 NV0297.an estimated accuracy of +/- 6 seconds.
 NV0297
 NV0297.The orthometric height was determined by differential leveling
 NV0297.and adjusted by the National Geodetic Survey in January 1993..
 NV0297
 NV0297.The geoid height was determined by GEOID03.
 NV0297
 NV0297.The dynamic height is computed by dividing the NAVD 88
 NV0297.geopotential number by the normal gravity value computed on the
 NV0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0297.degrees latitude (g = 980.6199 gals.).
 NV0297
 NV0297.The modeled gravity was interpolated from observed gravity values.
 NV0297
 NV0297;                    North         East    Units  Estimated Accuracy
 NV0297;SPC ID C     -   126,500.      437,650.      MT  (+/- 180 meters Scaled)
 NV0297
 NV0297                          SUPERSEDED SURVEY CONTROL
 NV0297
 NV0297  NAVD 88 (06/15/91) 1037.496  (m)         3403.85   (f) UNKNOWN     1 2
 NV0297  NGVD 29 (??/??/92) 1036.655  (m)         3401.09   (f) ADJ UNCH    1 2
 NV0297
 NV0297.Superseded values are not recommended for survey control.
 NV0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0297.See file dsdata.txt to determine how the superseded data were derived.
 NV0297
 NV0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH829413(NAD 83)
 NV0297_MARKER: DR = REFERENCE MARK DISK
 NV0297_SETTING: 66 = SET IN ROCK OUTCROP
 NV0297_SP_SET: BEDROCK
 NV0297_STAMPING: IDA 80-100 NO 1 1959
 NV0297_MARK LOGO: CGS   
 NV0297_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0297+STABILITY: POSITION/ELEVATION WELL
 NV0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0297+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0297
 NV0297  HISTORY     - Date     Condition        Report By
 NV0297  HISTORY     - 1959     MONUMENTED       CGS
 NV0297  HISTORY     - 19920715 GOOD             NGS
 NV0297
 NV0297                          STATION DESCRIPTION
 NV0297
 NV0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0297'4.0 MI NW FROM WENDELL.
 NV0297'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0297'HIGHWAYS 25 AND 46 AT WENDELL, MARK, SET IN A DRILL HOLE IN BEDROCK
 NV0297'FLUSH WITH THE GROUND.
 NV0297
 NV0297                          STATION RECOVERY (1992)
 NV0297
 NV0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0297'19.7 KM (12.25 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0297'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, NEAR THE NORTH END
 NV0297'OF A 20 BY 25-FOOT AREA OF OUTCROPPING BEDROCK ALONG THE SOUTHEAST
 NV0297'SLOPE OF A HILL, 80.6 M (264.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 NV0297'WESTBOUND LANES OF THE HIGHWAY, 38.0 M (124.7 FT) SOUTH OF A BRACED
 NV0297'FENCE POST, 26.7 M (87.6 FT) NORTHEAST OF A FENCE, AND 22.8 M
 NV0297'(74.8 FT) EAST-NORTHEAST OF TRIANGULATION STATION IDA 80 100.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0299 ***********************************************************************
 NV0299  DESIGNATION -  IDA 80 100 RM 2
 NV0299  PID         -  NV0299
 NV0299  STATE/COUNTY-  ID/GOODING
 NV0299  USGS QUAD   -  TUTTLE (1992)
 NV0299
 NV0299                         *CURRENT SURVEY CONTROL
 NV0299  ___________________________________________________________________
 NV0299* NAD 83(1986)-  42 48 11.     (N)    114 45 44.     (W)     SCALED    
 NV0299* NAVD 88     -      1037.506  (meters)    3403.88   (feet)  ADJUSTED  
 NV0299  ___________________________________________________________________
 NV0299  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 NV0299  DYNAMIC HT  -        1037.011 (meters)    3402.26  (feet)  COMP
 NV0299  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 NV0299
 NV0299  VERT ORDER  -  FIRST     CLASS II
 NV0299
 NV0299.The horizontal coordinates were scaled from a topographic map and have
 NV0299.an estimated accuracy of +/- 6 seconds.
 NV0299
 NV0299.The orthometric height was determined by differential leveling
 NV0299.and adjusted by the National Geodetic Survey in January 1993..
 NV0299
 NV0299.The geoid height was determined by GEOID03.
 NV0299
 NV0299.The dynamic height is computed by dividing the NAVD 88
 NV0299.geopotential number by the normal gravity value computed on the
 NV0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0299.degrees latitude (g = 980.6199 gals.).
 NV0299
 NV0299.The modeled gravity was interpolated from observed gravity values.
 NV0299
 NV0299;                    North         East    Units  Estimated Accuracy
 NV0299;SPC ID C     -   126,500.      437,650.      MT  (+/- 180 meters Scaled)
 NV0299
 NV0299                          SUPERSEDED SURVEY CONTROL
 NV0299
 NV0299  NAVD 88 (06/15/91) 1037.505  (m)         3403.88   (f) UNKNOWN     1 2
 NV0299  NGVD 29 (??/??/92) 1036.664  (m)         3401.12   (f) ADJ UNCH    1 2
 NV0299
 NV0299.Superseded values are not recommended for survey control.
 NV0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0299.See file dsdata.txt to determine how the superseded data were derived.
 NV0299
 NV0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH829413(NAD 83)
 NV0299_MARKER: DR = REFERENCE MARK DISK
 NV0299_SETTING: 66 = SET IN ROCK OUTCROP
 NV0299_SP_SET: BEDROCK
 NV0299_STAMPING: IDA 80-100 NO. 2 1959
 NV0299_MARK LOGO: CGS   
 NV0299_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0299+STABILITY: POSITION/ELEVATION WELL
 NV0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0299+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0299
 NV0299  HISTORY     - Date     Condition        Report By
 NV0299  HISTORY     - 1959     MONUMENTED       CGS
 NV0299  HISTORY     - 19920715 GOOD             NGS
 NV0299
 NV0299                          STATION DESCRIPTION
 NV0299
 NV0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0299'4.0 MI NW FROM WENDELL.
 NV0299'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0299'HIGHWAYS 25 AND 46 AT WENDELL, 32.73 FEET NORTHWEST OF THE STATION
 NV0299'MARK, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 NV0299
 NV0299                          STATION RECOVERY (1992)
 NV0299
 NV0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0299'19.7 KM (12.25 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0299'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, NEAR THE CENTER OF
 NV0299'AN 8 BY 8-FOOT AREA OF OUTCROPPING BEDROCK ON TOP OF A LARGE RAILROAD
 NV0299'CUT, 56.1 M (184.1 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND
 NV0299'LANES OF THE HIGHWAY, 10.0 M (32.8 FT) WEST OF TRIANGULATION STATION
 NV0299'IDA 80 100, AND 4.6 M (15.1 FT) NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1260 ***********************************************************************
 NV1260  DESIGNATION -  IDA 80 100 RM 3
 NV1260  PID         -  NV1260
 NV1260  STATE/COUNTY-  ID/GOODING
 NV1260  USGS QUAD   -  TUTTLE (1992)
 NV1260
 NV1260                         *CURRENT SURVEY CONTROL
 NV1260  ___________________________________________________________________
 NV1260* NAD 83(1986)-  42 47 55.     (N)    114 45 20.     (W)     SCALED    
 NV1260* NAVD 88     -      1033.526  (meters)    3390.83   (feet)  ADJUSTED  
 NV1260  ___________________________________________________________________
 NV1260  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 NV1260  DYNAMIC HT  -        1033.031 (meters)    3389.20  (feet)  COMP
 NV1260  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 NV1260
 NV1260  VERT ORDER  -  FIRST     CLASS II
 NV1260
 NV1260.The horizontal coordinates were scaled from a topographic map and have
 NV1260.an estimated accuracy of +/- 6 seconds.
 NV1260
 NV1260.The orthometric height was determined by differential leveling
 NV1260.and adjusted by the National Geodetic Survey in January 1993..
 NV1260
 NV1260.The geoid height was determined by GEOID03.
 NV1260
 NV1260.The dynamic height is computed by dividing the NAVD 88
 NV1260.geopotential number by the normal gravity value computed on the
 NV1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1260.degrees latitude (g = 980.6199 gals.).
 NV1260
 NV1260.The modeled gravity was interpolated from observed gravity values.
 NV1260
 NV1260;                    North         East    Units  Estimated Accuracy
 NV1260;SPC ID C     -   126,000.      438,190.      MT  (+/- 180 meters Scaled)
 NV1260
 NV1260                          SUPERSEDED SURVEY CONTROL
 NV1260
 NV1260.No superseded survey control is available for this station.
 NV1260
 NV1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH835408(NAD 83)
 NV1260_MARKER: DR = REFERENCE MARK DISK
 NV1260_SETTING: 66 = SET IN ROCK OUTCROP
 NV1260_SP_SET: BEDROCK
 NV1260_STAMPING: IDA 80 100 NO 3 1959 1972
 NV1260_MARK LOGO: NGS   
 NV1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1260+STABILITY: POSITION/ELEVATION WELL
 NV1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1260+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV1260
 NV1260  HISTORY     - Date     Condition        Report By
 NV1260  HISTORY     - 1972     MONUMENTED       NGS
 NV1260  HISTORY     - 19920715 GOOD             NGS
 NV1260
 NV1260                          STATION DESCRIPTION
 NV1260
 NV1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NV1260'20.5 KM (12.75 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV1260'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, NEAR THE WEST END OF
 NV1260'AN 8 BY 12-FOOT AREA OF OUTCROPPING BEDROCK AT THE NORTHWEST END OF A
 NV1260'RAILROAD CUT, 37.9 M (124.3 FT) NORTHEAST OF AND LEVEL WITH THE
 NV1260'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 6.1 M (20.0 FT)
 NV1260'NORTHEAST OF THE CENTER OF A RAILROAD GRADE (TRACKS REMOVED), AND 0.2
 NV1260'M (0.7 FT) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0291 ***********************************************************************
 NV0291  DESIGNATION -  IDA 80 101
 NV0291  PID         -  NV0291
 NV0291  STATE/COUNTY-  ID/GOODING
 NV0291  USGS QUAD   -  WENDELL (1992)
 NV0291
 NV0291                         *CURRENT SURVEY CONTROL
 NV0291  ___________________________________________________________________
 NV0291* NAD 83(1992)-  42 46 35.72927(N)    114 43 24.06361(W)     ADJUSTED  
 NV0291* NAVD 88     -      1045.521  (meters)    3430.18   (feet)  ADJUSTED  
 NV0291  ___________________________________________________________________
 NV0291  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 NV0291  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 NV0291  DYNAMIC HT  -        1045.013 (meters)    3428.51  (feet)  COMP
 NV0291  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 NV0291
 NV0291  HORZ ORDER  -  SECOND
 NV0291  VERT ORDER  -  FIRST     CLASS II
 NV0291
 NV0291.The horizontal coordinates were established by classical geodetic methods
 NV0291.and adjusted by the National Geodetic Survey in July 1992..
 NV0291
 NV0291.The orthometric height was determined by differential leveling
 NV0291.and adjusted by the National Geodetic Survey in January 1993..
 NV0291
 NV0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0291
 NV0291.The geoid height was determined by GEOID03.
 NV0291
 NV0291.The dynamic height is computed by dividing the NAVD 88
 NV0291.geopotential number by the normal gravity value computed on the
 NV0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0291.degrees latitude (g = 980.6199 gals.).
 NV0291
 NV0291.The modeled gravity was interpolated from observed gravity values.
 NV0291
 NV0291;                    North         East     Units Scale Factor Converg.
 NV0291;SPC ID C     -   123,535.055   440,807.006   MT  0.99999046   -0 29 28.6
 NV0291;UTM  11      - 4,738,519.753   686,240.679   MT  1.00002674   +1 32 47.8
 NV0291
 NV0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0291!SPC ID C     -   0.99983848  x   0.99999046  =   0.99982894
 NV0291!UTM  11      -   0.99983848  x   1.00002674  =   0.99986521
 NV0291
 NV0291|---------------------------------------------------------------------|
 NV0291| PID    Reference Object                     Distance      Geod. Az  |
 NV0291|                                                           dddmmss.s |
 NV0291| NV0292 IDA 80 101 RM 1                       9.760 METERS 17018     |
 NV0291| NV0290 IDA 80 101 RM 2                      11.767 METERS 20340     |
 NV0291| NV0293 J 69                                               3114549.0 |
 NV0291|---------------------------------------------------------------------|
 NV0291
 NV0291                          SUPERSEDED SURVEY CONTROL
 NV0291
 NV0291  NAD 83(1986)-  42 46 35.72770(N)    114 43 24.06164(W) AD(       ) 2
 NV0291  NAD 27      -  42 46 36.07340(N)    114 43 20.88220(W) AD(       ) 2
 NV0291  NAVD 88 (06/15/91) 1045.521  (m)         3430.18   (f) UNKNOWN     1 2
 NV0291  NGVD 29 (??/??/92) 1044.676  (m)         3427.41   (f) ADJ UNCH    1 2
 NV0291
 NV0291.Superseded values are not recommended for survey control.
 NV0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0291.See file dsdata.txt to determine how the superseded data were derived.
 NV0291
 NV0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8624138520(NAD 83)
 NV0291_MARKER: DE = TRAVERSE STATION DISK
 NV0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0291_SP_SET: CONCRETE POST
 NV0291_STAMPING: IDA 80-101 1959
 NV0291_MARK LOGO: CGS   
 NV0291_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0291+STABILITY: SURFACE MOTION
 NV0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0291+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1993
 NV0291
 NV0291  HISTORY     - Date     Condition        Report By
 NV0291  HISTORY     - 1959     MONUMENTED       CGS
 NV0291  HISTORY     - 1959     GOOD             CGS
 NV0291  HISTORY     - 19920715 GOOD             NGS
 NV0291  HISTORY     - 19930822 GOOD             LOCENG
 NV0291
 NV0291                          STATION DESCRIPTION
 NV0291
 NV0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0291'THE STATION IS 1.25 MILES WEST FROM THE CENTER OF WENDELL, 1.3
 NV0291'MILES WEST-NORTHWEST OF THE INTERSECTION OF STATE ROUTES 25 AND
 NV0291'46, 0.1 MILE NORTH OF THE HAGAMAN ROAD INTERSECTION AND ON THE
 NV0291'SUMMIT OF A SMALL KNOLL IN THE PASTURE LAND.
 NV0291'
 NV0291'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 25
 NV0291'AND 46 (*GO WEST-NORTHWEST ON STATE ROUTE 25 FOR 1.3 MILES TO THE
 NV0291'HAGARMAN ROAD INTERSECTION, TURN RIGHT, EAST, CROSSING THE
 NV0291'RAILROAD TRACKS FOR 0.05 MILE TO A SIDE ROAD LEFT LEADING INTO
 NV0291'CORRALS AND PASTURE LAND, TURN LEFT, NORTH, THROUGH A WIRE GATE
 NV0291'AND FOLLOW THE TRACK ROAD NORTHWEST FOR 0.15 MILE TO THE SUMMIT
 NV0291'OF A SMALL KNOLL AND THE STATION SITE.
 NV0291'
 NV0291'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN A CYLINDRICAL
 NV0291'CONCRETE POST PROJECTING 2 INCHES AND STAMPED IDA 80-101 1959.  IT
 NV0291'IS 19 FEET SOUTH-SOUTHEAST OF A POWER POLE AND 6 FEET EAST OF A
 NV0291'METAL WITNESS POST WITH SIGN ATTACHED.
 NV0291'
 NV0291'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 NV0291'IN A BOULDER FLUSH WITH THE SURROUNDING SURFACE AND STAMPED IDA
 NV0291'80-101 NO 1 1959.
 NV0291'
 NV0291'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV0291'HOLE IN A BOULDER PROJECTING 2 INCHES AND STAMPED IDA 80-101 NO
 NV0291'2 1959.
 NV0291'
 NV0291'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK SET IN A CYLINDRICAL
 NV0291'CONCRETE POST PROJECTING 8 INCHES AND STAMPED J 69 1934.  IT IS
 NV0291'ABOUT 125 FEET NORTH OF THE RAILROAD CROSSING, 49.5 FEET NORTHEAST
 NV0291'OF THE NORTHEAST RAIL, 30 FEET SOUTHWEST OF THE CENTER LINE OF A
 NV0291'GRAVELED ROAD AND 1 FOOT NORTHEAST OF THE RAILROAD RIGHT OF WAY
 NV0291'FENCE LINE.  TO REACH THE AZIMUTH MARK FROM THE HAGARMAN ROAD
 NV0291'INTERSECTION, CONTINUE NORTHWESTERLY ON STATE ROUTE 25 FOR 0.7
 NV0291'MILE TO A SIDE ROAD RIGHT, TURN RIGHT, EAST, CROSSING THE
 NV0291'RAILROAD TRACKS THEN LEFT, NORTHWEST, ON A GRAVELED ROAD FOR
 NV0291'125 FEET TO THE MARK ON THE LEFT.
 NV0291'
 NV0291'A 2-WHEEL DRIVE STATION.  (* (1.0 MILE SOUTH OF WENDELL)
 NV0291
 NV0291                          STATION RECOVERY (1959)
 NV0291
 NV0291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NV0291'1.45 MI W FROM WENDELL.
 NV0291'1.45 MILES WEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0291'HIGHWAYS 25 AND 46, 150 YARDS NORTH OF THE HIGHWAY, 38.61 FEET
 NV0291'NORTHEAST OF R.M. 2, 32.02 FEET NORTH OF R.M. 1, 19 FEET SOUTHEAST OF
 NV0291'A POWER POLE, 6.0 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN
 NV0291'A CYLINDRICAL CONCRETE POST PROJECTING 2 INCHES.
 NV0291
 NV0291                          STATION RECOVERY (1992)
 NV0291
 NV0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0291'1.5 KM (0.95 MI) WESTERLY ALONG STATE HIGHWAY 46 (WEST MAIN STREET)
 NV0291'FROM THE CITY HALL IN WENDELL, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY
 NV0291'ALONG A PAVED ROAD, 70.4 M (231.0 FT) NORTHEAST OF THE ROAD CENTER,
 NV0291'6.0 M (19.7 FT) ABOVE THE LEVEL OF THE ROAD, 5.9 M (19.4 FT) SOUTH OF
 NV0291'A UTILITY POLE, 1.9 M (6.2 FT) NORTHEAST OF A WITNESS POST, AND THE
 NV0291'MONUMENT PROJECTS 0.01 M (0.03 FT) ABOVE THE GROUND SURFACE.
 NV0291
 NV0291                          STATION RECOVERY (1993)
 NV0291
 NV0291'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NV0291'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0292 ***********************************************************************
 NV0292  DESIGNATION -  IDA 80 101 RM 1
 NV0292  PID         -  NV0292
 NV0292  STATE/COUNTY-  ID/GOODING
 NV0292  USGS QUAD   -  WENDELL (1992)
 NV0292
 NV0292                         *CURRENT SURVEY CONTROL
 NV0292  ___________________________________________________________________
 NV0292* NAD 83(1986)-  42 46 36.     (N)    114 43 23.     (W)     SCALED    
 NV0292* NAVD 88     -      1045.252  (meters)    3429.30   (feet)  ADJUSTED  
 NV0292  ___________________________________________________________________
 NV0292  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 NV0292  DYNAMIC HT  -        1044.745 (meters)    3427.63  (feet)  COMP
 NV0292  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 NV0292
 NV0292  VERT ORDER  -  SECOND    CLASS 0
 NV0292
 NV0292.The horizontal coordinates were scaled from a topographic map and have
 NV0292.an estimated accuracy of +/- 6 seconds.
 NV0292
 NV0292.The orthometric height was determined by differential leveling
 NV0292.and adjusted by the National Geodetic Survey in June 1991..
 NV0292
 NV0292.The geoid height was determined by GEOID03.
 NV0292
 NV0292.The dynamic height is computed by dividing the NAVD 88
 NV0292.geopotential number by the normal gravity value computed on the
 NV0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0292.degrees latitude (g = 980.6199 gals.).
 NV0292
 NV0292.The modeled gravity was interpolated from observed gravity values.
 NV0292
 NV0292;                    North         East    Units  Estimated Accuracy
 NV0292;SPC ID C     -   123,540.      440,830.      MT  (+/- 180 meters Scaled)
 NV0292
 NV0292                          SUPERSEDED SURVEY CONTROL
 NV0292
 NV0292  NGVD 29 (??/??/92) 1044.407  (m)         3426.53   (f) ADJ UNCH    2 0
 NV0292
 NV0292.Superseded values are not recommended for survey control.
 NV0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0292.See file dsdata.txt to determine how the superseded data were derived.
 NV0292
 NV0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH862385(NAD 83)
 NV0292_MARKER: DR = REFERENCE MARK DISK
 NV0292_SETTING: 80 = SET IN A BOULDER
 NV0292_SP_SET: BOULDER
 NV0292_STAMPING: IDA 80-101 NO 1 1959
 NV0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0292+STABILITY: SURFACE MOTION
 NV0292
 NV0292  HISTORY     - Date     Condition        Report By
 NV0292  HISTORY     - 1959     MONUMENTED       CGS
 NV0292  HISTORY     - 19920713 MARK NOT FOUND   NGS
 NV0292
 NV0292                          STATION DESCRIPTION
 NV0292
 NV0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0292'1.45 MI W FROM WENDELL.
 NV0292'1.45 MILES WEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0292'HIGHWAYS 25 AND 46 AT WENDELL, 32.02 FEET SOUTH OF THE STATION MARK,
 NV0292'SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND.
 NV0292
 NV0292                          STATION RECOVERY (1992)
 NV0292
 NV0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0292'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 NV0292'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0290 ***********************************************************************
 NV0290  DESIGNATION -  IDA 80 101 RM 2
 NV0290  PID         -  NV0290
 NV0290  STATE/COUNTY-  ID/GOODING
 NV0290  USGS QUAD   -  WENDELL (1992)
 NV0290
 NV0290                         *CURRENT SURVEY CONTROL
 NV0290  ___________________________________________________________________
 NV0290* NAD 83(1986)-  42 46 36.     (N)    114 43 23.     (W)     SCALED    
 NV0290* NAVD 88     -      1044.952  (meters)    3428.31   (feet)  ADJUSTED  
 NV0290  ___________________________________________________________________
 NV0290  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 NV0290  DYNAMIC HT  -        1044.445 (meters)    3426.65  (feet)  COMP
 NV0290  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 NV0290
 NV0290  VERT ORDER  -  SECOND    CLASS 0
 NV0290
 NV0290.The horizontal coordinates were scaled from a topographic map and have
 NV0290.an estimated accuracy of +/- 6 seconds.
 NV0290
 NV0290.The orthometric height was determined by differential leveling
 NV0290.and adjusted by the National Geodetic Survey in June 1991..
 NV0290
 NV0290.The geoid height was determined by GEOID03.
 NV0290
 NV0290.The dynamic height is computed by dividing the NAVD 88
 NV0290.geopotential number by the normal gravity value computed on the
 NV0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0290.degrees latitude (g = 980.6199 gals.).
 NV0290
 NV0290.The modeled gravity was interpolated from observed gravity values.
 NV0290
 NV0290;                    North         East    Units  Estimated Accuracy
 NV0290;SPC ID C     -   123,540.      440,830.      MT  (+/- 180 meters Scaled)
 NV0290
 NV0290                          SUPERSEDED SURVEY CONTROL
 NV0290
 NV0290  NGVD 29 (??/??/92) 1044.107  (m)         3425.54   (f) ADJ UNCH    2 0
 NV0290
 NV0290.Superseded values are not recommended for survey control.
 NV0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0290.See file dsdata.txt to determine how the superseded data were derived.
 NV0290
 NV0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH862385(NAD 83)
 NV0290_MARKER: DR = REFERENCE MARK DISK
 NV0290_SETTING: 80 = SET IN A BOULDER
 NV0290_SP_SET: BOULDER
 NV0290_STAMPING: IDA 80-101 NO 2 1959
 NV0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0290+STABILITY: SURFACE MOTION
 NV0290
 NV0290  HISTORY     - Date     Condition        Report By
 NV0290  HISTORY     - 1959     MONUMENTED       CGS
 NV0290  HISTORY     - 19920713 MARK NOT FOUND   NGS
 NV0290
 NV0290                          STATION DESCRIPTION
 NV0290
 NV0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0290'1.45 MI W FROM WENDELL.
 NV0290'1.45 MILES WEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0290'HIGHWAYS 25 AND 46 AT WENDELL, 38.61 FEET SOUTHWEST OF THE STATION
 NV0290'MARK, SET IN A DRILL HOLE IN A BOULDER PROJECTING 2 INCHES.
 NV0290
 NV0290                          STATION RECOVERY (1992)
 NV0290
 NV0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0290'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 NV0290'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1258 ***********************************************************************
 NV1258  DESIGNATION -  IDA 80 102 RESET
 NV1258  PID         -  NV1258
 NV1258  STATE/COUNTY-  ID/GOODING
 NV1258  USGS QUAD   -  WENDELL (1992)
 NV1258
 NV1258                         *CURRENT SURVEY CONTROL
 NV1258  ___________________________________________________________________
 NV1258* NAD 83(1986)-  42 45 59.     (N)    114 41 55.     (W)     SCALED    
 NV1258* NAVD 88     -      1044.653  (meters)    3427.33   (feet)  ADJUSTED  
 NV1258  ___________________________________________________________________
 NV1258  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 NV1258  DYNAMIC HT  -        1044.141 (meters)    3425.65  (feet)  COMP
 NV1258  MODELED GRAV-     980,095.5   (mgal)                       NAVD 88
 NV1258
 NV1258  VERT ORDER  -  FIRST     CLASS II
 NV1258
 NV1258.The horizontal coordinates were scaled from a topographic map and have
 NV1258.an estimated accuracy of +/- 6 seconds.
 NV1258
 NV1258.The orthometric height was determined by differential leveling
 NV1258.and adjusted by the National Geodetic Survey in January 1993..
 NV1258
 NV1258.The geoid height was determined by GEOID03.
 NV1258
 NV1258.The dynamic height is computed by dividing the NAVD 88
 NV1258.geopotential number by the normal gravity value computed on the
 NV1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1258.degrees latitude (g = 980.6199 gals.).
 NV1258
 NV1258.The modeled gravity was interpolated from observed gravity values.
 NV1258
 NV1258;                    North         East    Units  Estimated Accuracy
 NV1258;SPC ID C     -   122,390.      442,820.      MT  (+/- 180 meters Scaled)
 NV1258
 NV1258                          SUPERSEDED SURVEY CONTROL
 NV1258
 NV1258.No superseded survey control is available for this station.
 NV1258
 NV1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH882374(NAD 83)
 NV1258_MARKER: DS = TRIANGULATION STATION DISK
 NV1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1258_SP_SET: CONCRETE POST
 NV1258_STAMPING: IDA 80-102 1959 1971
 NV1258_MARK LOGO: CGS   
 NV1258_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1258+STABILITY: SURFACE MOTION
 NV1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1258+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV1258
 NV1258  HISTORY     - Date     Condition        Report By
 NV1258  HISTORY     - UNK      MONUMENTED       NGS
 NV1258  HISTORY     - 19920715 GOOD             NGS
 NV1258
 NV1258                          STATION DESCRIPTION
 NV1258
 NV1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NV1258'0.2 KM (0.10 MI) NORTHERLY ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 NV1258'INTERSTATE HIGHWAY 84 (EXIT 157) IN WENDELL, THENCE 0.5 KM (0.30 MI)
 NV1258'EASTERLY ALONG A PAVED ROAD, 38.2 M (125.3 FT) SOUTHEAST OF A UTILITY
 NV1258'POLE, 27.0 M (88.6 FT) WEST OF THE NORTHWEST CORNER OF A METAL
 NV1258'BUILDING, 13.5 M (44.3 FT) NORTHEAST OF THE ROAD CENTER, 0.4 M
 NV1258'(1.3 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 NV1258'THE ROAD, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND
 NV1258'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0772 ***********************************************************************
 NV0772  DESIGNATION -  IDA 80 103
 NV0772  PID         -  NV0772
 NV0772  STATE/COUNTY-  ID/GOODING
 NV0772  USGS QUAD   -  WENDELL (1992)
 NV0772
 NV0772                         *CURRENT SURVEY CONTROL
 NV0772  ___________________________________________________________________
 NV0772* NAD 83(1986)-  42 45 16.     (N)    114 39 27.     (W)     SCALED    
 NV0772* NAVD 88     -      1054.728  (meters)    3460.39   (feet)  ADJUSTED  
 NV0772  ___________________________________________________________________
 NV0772  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV0772  DYNAMIC HT  -        1054.205 (meters)    3458.67  (feet)  COMP
 NV0772  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 NV0772
 NV0772  VERT ORDER  -  SECOND    CLASS 0
 NV0772
 NV0772.The horizontal coordinates were scaled from a topographic map and have
 NV0772.an estimated accuracy of +/- 6 seconds.
 NV0772
 NV0772.The orthometric height was determined by differential leveling
 NV0772.and adjusted by the National Geodetic Survey in June 1991..
 NV0772
 NV0772.The geoid height was determined by GEOID03.
 NV0772
 NV0772.The dynamic height is computed by dividing the NAVD 88
 NV0772.geopotential number by the normal gravity value computed on the
 NV0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0772.degrees latitude (g = 980.6199 gals.).
 NV0772
 NV0772.The modeled gravity was interpolated from observed gravity values.
 NV0772
 NV0772;                    North         East    Units  Estimated Accuracy
 NV0772;SPC ID C     -   121,030.      446,180.      MT  (+/- 180 meters Scaled)
 NV0772
 NV0772                          SUPERSEDED SURVEY CONTROL
 NV0772
 NV0772  NGVD 29 (??/??/92) 1053.879  (m)         3457.60   (f) ADJ UNCH    2 0
 NV0772
 NV0772.Superseded values are not recommended for survey control.
 NV0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0772.See file dsdata.txt to determine how the superseded data were derived.
 NV0772
 NV0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH916362(NAD 83)
 NV0772_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0772
 NV0772  HISTORY     - Date     Condition        Report By
 NV0772  HISTORY     - 1959     MONUMENTED       CGS
 NV0772  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NV0772
 NV0772                          STATION DESCRIPTION
 NV0772
 NV0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0772'THE STATION IS 6.5 MILES NORTHWESTERLY ALONG STATE ROUTE 25
 NV0772'FROM THE UNION PACIFIC RAILROAD DEPOT AT JEROME, 2.5 MILES
 NV0772'EASTERLY FROM THE INTERSECTION OF STATE ROUTES 25 AND 46
 NV0772'(1.0 MILE SOUTH OF THE CENTER OF WENDELL).  0.1 MILE
 NV0772'WEST-NORTHWEST OF A NORTH-SOUTH ROAD INTERSECTION AND ABOUT
 NV0772'150 YARDS SOUTH-SOUTHEAST OF A CONCRETE BLOCK HOUSE WITH TILE
 NV0772'ROOF.
 NV0772'
 NV0772'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN A SQUARE
 NV0772'CONCRETE POST PROJECTING 4 INCHES AND STAMPED IDA 80-103 1959.
 NV0772'IT IS 66 FEET NORTH OF THE CENTER LINE OF STATE ROUTE 25, 31
 NV0772'FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD
 NV0772'TRACKS, 9.6 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 NV0772'ATTACHED AND ABOUT MIDWAY BETWEEN THE NORTH EDGE OF THE
 NV0772'HIGHWAY AND THE RAILROAD TRACKS.
 NV0772'
 NV0772'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV0772'HOLE IN THE NORTHEAST CORNER OF THE SIPHON WHICH CROSSES UNDER
 NV0772'THE RAILROAD TRACKS AND STAMPED IDA 80-103 NO 1 1959.  IT IS
 NV0772'6 FEET SOUTH OF THE SOUTH RAIL AND 3 FEET HIGHER THAN THE
 NV0772'RAILROAD TRACKS.
 NV0772'
 NV0772'REFERENCE MARK 2 IS A STANDARD DISK SET IN A CYLINDRICAL
 NV0772'CONCRETE POST PROJECTING 6 INCHES AND STAMPED IDA 80-103 NO
 NV0772'2 1959.  IT IS 15 FEET SOUTH OF THE SOUTH RAIL AND ABOUT 4 FEET
 NV0772'HIGHER THAN THE TRACKS.
 NV0772'
 NV0772'THE AZIMUTH MARK IS A STANDARD DISK OF THE IDAHO DEPARTMENT OF
 NV0772'PUBLIC WORKS SET IN A CYLINDRICAL CONCRETE POST AND STAMPED
 NV0772'STA 1798 + 06.0.  IT IS 100 FEET SOUTHWEST OF THE CENTER
 NV0772'LINE OF STATE ROUTE 25.8 INCHES NORTHEAST OF THE RIGHT OF WAY
 NV0772'FENCE LINE AND ON THE TOP OF THE SOUTHEAST BANK OF A SMALL
 NV0772'CANAL, 3.5 FEET SOUTHEAST OF THE CENTER OF THE CANAL.
 NV0772'
 NV0772'A 2-WHEEL DRIVE STATION.
 NV0772
 NV0772                          STATION RECOVERY (1971)
 NV0772
 NV0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NV0772'REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE RECOVERED
 NV0772'IN GOOD CONDITION.  THE STATION MARK, AND THE AZIMUTH MARK HAD
 NV0772'BEEN DESTROYED.  THE UNDERGROUND MARK WAS DUG FOR AND FOUND IN
 NV0772'GOOD CONDITION.  ANOTHER STATION MARK WAS PLUMBED OVER THE
 NV0772'UNDERGROUND MARK.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW
 NV0772'AND COMPLETE DESCRIPTION FOLLOWS.
 NV0772'
 NV0772'THE STATION IS 6-1/2 MILES NORTHWEST OF JEROME, AND 2-1/2
 NV0772'MILES EAST OF WENDELL ON RAILROAD RIGHT-OF-WAY.
 NV0772'
 NV0772'TO REACH THE STATION FROM THE BLINKER LIGHT, AT THE CROSS
 NV0772'STREET JUST WEST OF THE WENDELL POST OFFICE, GO SOUTH ON
 NV0772'STATE HIGHWAY 46 FOR 0.6 MILE TO INTERSTATE 80N, TURN LEFT, AND
 NV0772'GO EAST ON INTERSTATE 80N FOR 2.5 MILES TO THE STATION ON THE
 NV0772'LEFT.
 NV0772'
 NV0772'THE STATION MARK, STAMPED IDA 80-103 1959 1971, IS A STANDARD
 NV0772'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NV0772'4 INCHES.  IT IS 0.15 MILE WEST OF WHERE A FARM TO MARKET
 NV0772'ROAD PASSES OVER INTERSTATE 80N, 0.1 MILE WEST OF RAILROAD
 NV0772'MILEPOST NO. 54, 67 FEET NORTH OF THE CENTER OF THE WESTBOUND
 NV0772'LANE OF INTERSTATE 80N, 31.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 NV0772'RAILROAD TRACKS, 29 FEET WEST OF AN IRRIGATION SIPHON THAT
 NV0772'PASSES UNDER THE RAILROAD, AND THE HIGHWAY, 17.5 FEET NORTH OF
 NV0772'THE RIGHT-OF-WAY FENCE LINE, AND 10 FEET NORTH OF A METAL
 NV0772'WITNESS POST.  (NOTE 1A AND 7A)
 NV0772'
 NV0772'REFERENCE MARK NO. 1, STAMPED IDA 80-103 NO 1 1959, IS A
 NV0772'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 NV0772'CORNER OF THE IRRIGATION SIPHON WHERE IT PASSES UNDER THE
 NV0772'RAILROAD, 40 FEET NORTHEAST OF THE WITNESS POST, 33 FEET
 NV0772'NORTH OF THE RIGHT-OF-WAY FENCE, AND 15 FEET SOUTH OF THE
 NV0772'SOUTH RAIL OF THE RAILROAD.
 NV0772'
 NV0772'REFERENCE MARK NO. 2, STAMPED IDA 80-103 NO 2 1959, IS A
 NV0772'STANDARD DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 NV0772'12-INCHES IN DIAMETER, AND PROJECTS 4 INCHES, 39 FEET
 NV0772'NORTHWEST OF THE WITNESS POST, 26.5 FEET NORTH OF THE
 NV0772'RIGHT-OF-WAY FENCE LINE, AND 22 FEET SOUTH OF THE SOUTH RAIL
 NV0772'OF THE RAILROAD TRACKS.  (NOTE 11B)
 NV0772'
 NV0772'THE DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 66.10 FEET
 NV0772'OR 20.147 METERS.
 NV0772'
 NV0772'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON
 NV0772'INTERSTATE 80N FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 NV0772'
 NV0772'THE AZIMUTH MARK, STAMPED IDA 80-103 1959 1971, IS A STANDARD
 NV0772'DISK CEMENTED IN A DRILL HOLE IN THE SOUTH HEAD WALL OF AN
 NV0772'IRRIGATION CANAL THAT PASSES UNDER INTERSTATE 80N, 40 FEET
 NV0772'SOUTH OF THE CENTER OF THE EASTBOUND LANE OF INTERSTATE 80N,
 NV0772'36 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, AND 0.8 FOOT
 NV0772'EAST OF THE WEST END OF THE HEAR WALL.
 NV0772'
 NV0772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 NV0772'EAST OF WENDELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0281 ***********************************************************************
 NV0281  DESIGNATION -  IDA 80 103 RESET
 NV0281  PID         -  NV0281
 NV0281  STATE/COUNTY-  ID/GOODING
 NV0281  USGS QUAD   -  WENDELL (1992)
 NV0281
 NV0281                         *CURRENT SURVEY CONTROL
 NV0281  ___________________________________________________________________
 NV0281* NAD 83(1992)-  42 45 16.49736(N)    114 39 28.15463(W)     ADJUSTED  
 NV0281* NAVD 88     -      1054.517  (meters)    3459.69   (feet)  ADJUSTED  
 NV0281  ___________________________________________________________________
 NV0281  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 NV0281  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV0281  DYNAMIC HT  -        1053.994 (meters)    3457.98  (feet)  COMP
 NV0281  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 NV0281
 NV0281  HORZ ORDER  -  SECOND
 NV0281  VERT ORDER  -  FIRST     CLASS II
 NV0281
 NV0281.The horizontal coordinates were established by classical geodetic methods
 NV0281.and adjusted by the National Geodetic Survey in July 1992..
 NV0281
 NV0281.The orthometric height was determined by differential leveling
 NV0281.and adjusted by the National Geodetic Survey in January 1993..
 NV0281
 NV0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0281
 NV0281.The geoid height was determined by GEOID03.
 NV0281
 NV0281.The dynamic height is computed by dividing the NAVD 88
 NV0281.geopotential number by the normal gravity value computed on the
 NV0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0281.degrees latitude (g = 980.6199 gals.).
 NV0281
 NV0281.The modeled gravity was interpolated from observed gravity values.
 NV0281
 NV0281;                    North         East     Units Scale Factor Converg.
 NV0281;SPC ID C     -   121,046.349   446,150.415   MT  0.99998303   -0 26 47.7
 NV0281;UTM  11      - 4,736,222.475   691,669.477   MT  1.00005199   +1 35 25.8
 NV0281
 NV0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0281!SPC ID C     -   0.99983706  x   0.99998303  =   0.99982009
 NV0281!UTM  11      -   0.99983706  x   1.00005199  =   0.99988904
 NV0281
 NV0281|---------------------------------------------------------------------|
 NV0281| PID    Reference Object                     Distance      Geod. Az  |
 NV0281|                                                           dddmmss.s |
 NV0281| NV0280 IDA 80 103 RM 1                      10.070 METERS 08307     |
 NV0281| CD5799 ROUTE 25 STA 1798+06.0                             1150839.8 |
 NV0281| CD5317 IDA 80 103 AZ MK                                   1155954.7 |
 NV0281| NV0282 IDA 80 103 RM 2                      11.595 METERS 30630     |
 NV0281|---------------------------------------------------------------------|
 NV0281
 NV0281                          SUPERSEDED SURVEY CONTROL
 NV0281
 NV0281  NAD 83(1986)-  42 45 16.49583(N)    114 39 28.15252(W) AD(       ) 2
 NV0281  NAD 27      -  42 45 16.83890(N)    114 39 24.98260(W) AD(       ) 2
 NV0281
 NV0281.Superseded values are not recommended for survey control.
 NV0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0281.See file dsdata.txt to determine how the superseded data were derived.
 NV0281
 NV0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9166936222(NAD 83)
 NV0281_MARKER: DS = TRIANGULATION STATION DISK
 NV0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0281_SP_SET: CONCRETE POST
 NV0281_STAMPING: IDA 80-103 1959 1971
 NV0281_MARK LOGO: CGS   
 NV0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0281+STABILITY: SURFACE MOTION
 NV0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0281+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0281
 NV0281  HISTORY     - Date     Condition        Report By
 NV0281  HISTORY     - 1971     MONUMENTED       NGS
 NV0281  HISTORY     - 19920715 GOOD             NGS
 NV0281
 NV0281                          STATION DESCRIPTION
 NV0281
 NV0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NV0281'2.5 MI E FROM WENDELL.
 NV0281'REACHED FROM THE BLINKER LIGHT IN WENDELL GO SOUTH ON STATE HIGHWAY 46
 NV0281'FOR 0.6 MILE TO INTERSTATE 80N, TURN LEFT, AND GO EAST ON INTERSTATE
 NV0281'80N FOR 2.5 MILES TO THE BENCH MARK ON THE LEFT, 0.1 MILE WEST OF
 NV0281'RAILROAD MILEPOST NO. 54, 67 FEET NORTH OF THE CENTER OF THE WESTBOUND
 NV0281'LANE OF INTERSTATE 80N, 31.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 NV0281'RAILROAD TRACKS, 29 FEET WEST OF AN IRRIGATION SIPHON THAT PASSES
 NV0281'UNDER THE RAILROAD, AND THE HIGHWAY, 17.5 FEET NORTH OF THE
 NV0281'RIGHT-OF-WAY FENCE LINE, AND 10 FEET NORTH OF A METAL WITNESS POST SET
 NV0281'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 NV0281
 NV0281                          STATION RECOVERY (1992)
 NV0281
 NV0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0281'9.9 KM (6.15 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0281'JUNCTION OF STATE HIGHWAY 25 (EXIT 165) IN JEROME, 21.1 M (69.2 FT)
 NV0281'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 10.0 M
 NV0281'(32.8 FT) SOUTHWEST OF REFERENCE MARK 1, 9.4 M (30.8 FT) SOUTH OF THE
 NV0281'NEAR RAIL OF THE UNION PACIFIC RAILROAD, 5.2 M (17.1 FT) NORTH OF A
 NV0281'FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.6 M (2.0 FT)
 NV0281'EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 NV0281'SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT AND THE SOUTH SIDE CHIPPED,
 NV0281'BUT IT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0280 ***********************************************************************
 NV0280  DESIGNATION -  IDA 80 103 RM 1
 NV0280  PID         -  NV0280
 NV0280  STATE/COUNTY-  ID/GOODING
 NV0280  USGS QUAD   -  WENDELL (1992)
 NV0280
 NV0280                         *CURRENT SURVEY CONTROL
 NV0280  ___________________________________________________________________
 NV0280* NAD 83(1986)-  42 45 17.     (N)    114 39 42.     (W)     SCALED    
 NV0280* NAVD 88     -      1054.608  (meters)    3459.99   (feet)  ADJUSTED  
 NV0280  ___________________________________________________________________
 NV0280  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV0280  DYNAMIC HT  -        1054.085 (meters)    3458.28  (feet)  COMP
 NV0280  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 NV0280
 NV0280  VERT ORDER  -  FIRST     CLASS II
 NV0280
 NV0280.The horizontal coordinates were scaled from a topographic map and have
 NV0280.an estimated accuracy of +/- 6 seconds.
 NV0280
 NV0280.The orthometric height was determined by differential leveling
 NV0280.and adjusted by the National Geodetic Survey in January 1993..
 NV0280
 NV0280.The geoid height was determined by GEOID03.
 NV0280
 NV0280.The dynamic height is computed by dividing the NAVD 88
 NV0280.geopotential number by the normal gravity value computed on the
 NV0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0280.degrees latitude (g = 980.6199 gals.).
 NV0280
 NV0280.The modeled gravity was interpolated from observed gravity values.
 NV0280
 NV0280;                    North         East    Units  Estimated Accuracy
 NV0280;SPC ID C     -   121,060.      445,840.      MT  (+/- 180 meters Scaled)
 NV0280
 NV0280                          SUPERSEDED SURVEY CONTROL
 NV0280
 NV0280  NAVD 88 (06/15/91) 1054.616  (m)         3460.02   (f) UNKNOWN     1 2
 NV0280  NGVD 29 (??/??/92) 1053.767  (m)         3457.23   (f) ADJ UNCH    1 2
 NV0280
 NV0280.Superseded values are not recommended for survey control.
 NV0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0280.See file dsdata.txt to determine how the superseded data were derived.
 NV0280
 NV0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH913362(NAD 83)
 NV0280_MARKER: DR = REFERENCE MARK DISK
 NV0280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NV0280_SP_SET: HEADWALL
 NV0280_STAMPING: IDA 80-103 NO 1 1959
 NV0280_MARK LOGO: CGS   
 NV0280_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0280+STABILITY: SURFACE MOTION
 NV0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0280+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0280
 NV0280  HISTORY     - Date     Condition        Report By
 NV0280  HISTORY     - 1959     MONUMENTED       CGS
 NV0280  HISTORY     - 1971     GOOD             NGS
 NV0280  HISTORY     - 19920715 GOOD             NGS
 NV0280
 NV0280                          STATION DESCRIPTION
 NV0280
 NV0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NV0280'2.5 MI E FROM WENDELL.
 NV0280'FROM THE BLINKER LIGHT IN WENDELL GO SOUTH ON STATE HIGHWAY 46 FOR 0.6
 NV0280'MILE TO INTERSTATE 80N, TURN LEFT, AND GO EAST ON INTERSTATE 80N FOR
 NV0280'2.5 MILES TO THE BENCH MARK ON THE LEFT CEMENTED IN A DRILL HOLE IN A
 NV0280'CONCRETE SIPHON THAT PASSES UNDER THE RAILROAD, AND THE HIGHWAY, 40
 NV0280'FEET NORTHEAST OF A METAL WITNESS POST, 33.04 FEET EAST-NORTHEAST OF
 NV0280'TRIANGULATION STATION IDA 80-103 1959 1971, 33 FEET NORTH OF THE
 NV0280'RIGHT-OF-WAY FENCE LINE, AND 15 FEET SOUTH OF THE SOUTH RAIL OF THE
 NV0280'RAILROAD TRACKS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF
 NV0280'THE HEAD WALL.  NOTE-- REFERENCE MARK FOR TRIANGULATION STATION IDA
 NV0280'80-103 1959 1971.
 NV0280
 NV0280                          STATION RECOVERY (1992)
 NV0280
 NV0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0280'9.9 KM (6.15 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0280'JUNCTION OF STATE HIGHWAY 25 (EXIT 165) IN JEROME, IN TOP OF AND 0.1
 NV0280'M (0.3 FT) EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 NV0280'SIPHON, 26.2 M (86.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 NV0280'LANES OF THE HIGHWAY, 10.0 M (32.8 FT) NORTHEAST OF TRIANGULATION
 NV0280'STATION IDA 80 103 RESET, 4.5 M (14.8 FT) SOUTH OF THE NEAR RAIL OF
 NV0280'THE UNION PACIFIC RAILROAD, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 NV0280'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0282 ***********************************************************************
 NV0282  DESIGNATION -  IDA 80 103 RM 2
 NV0282  PID         -  NV0282
 NV0282  STATE/COUNTY-  ID/GOODING
 NV0282  USGS QUAD   -  WENDELL (1992)
 NV0282
 NV0282                         *CURRENT SURVEY CONTROL
 NV0282  ___________________________________________________________________
 NV0282* NAD 83(1986)-  42 45 16.     (N)    114 39 27.     (W)     SCALED    
 NV0282* NAVD 88     -      1054.623  (meters)    3460.04   (feet)  ADJUSTED  
 NV0282  ___________________________________________________________________
 NV0282  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV0282  DYNAMIC HT  -        1054.100 (meters)    3458.33  (feet)  COMP
 NV0282  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 NV0282
 NV0282  VERT ORDER  -  SECOND    CLASS 0
 NV0282
 NV0282.The horizontal coordinates were scaled from a topographic map and have
 NV0282.an estimated accuracy of +/- 6 seconds.
 NV0282
 NV0282.The orthometric height was determined by differential leveling
 NV0282.and adjusted by the National Geodetic Survey in June 1991..
 NV0282
 NV0282.The geoid height was determined by GEOID03.
 NV0282
 NV0282.The dynamic height is computed by dividing the NAVD 88
 NV0282.geopotential number by the normal gravity value computed on the
 NV0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0282.degrees latitude (g = 980.6199 gals.).
 NV0282
 NV0282.The modeled gravity was interpolated from observed gravity values.
 NV0282
 NV0282;                    North         East    Units  Estimated Accuracy
 NV0282;SPC ID C     -   121,030.      446,180.      MT  (+/- 180 meters Scaled)
 NV0282
 NV0282                          SUPERSEDED SURVEY CONTROL
 NV0282
 NV0282  NGVD 29 (??/??/92) 1053.774  (m)         3457.26   (f) ADJ UNCH    2 0
 NV0282
 NV0282.Superseded values are not recommended for survey control.
 NV0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0282.See file dsdata.txt to determine how the superseded data were derived.
 NV0282
 NV0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH916362(NAD 83)
 NV0282_MARKER: DR = REFERENCE MARK DISK
 NV0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0282_STAMPING: IDA 80-103 NO 2 1959
 NV0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0282+STABILITY: SURFACE MOTION
 NV0282
 NV0282  HISTORY     - Date     Condition        Report By
 NV0282  HISTORY     - 1959     MONUMENTED       CGS
 NV0282  HISTORY     - 1971     GOOD             NGS
 NV0282  HISTORY     - 19920713 MARK NOT FOUND   NGS
 NV0282
 NV0282                          STATION DESCRIPTION
 NV0282
 NV0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NV0282'2.5 MI E FROM WENDELL.
 NV0282'FROM THE BLINKER LIGHT IN WENDELL GO SOUTH ON STATE HIGHWAY 46 FOR 0.6
 NV0282'MILE TO INTERSTATE 80N, TURN LEFT, AND GO EAST ON INTERSTATE 80N FOR
 NV0282'2.5 MILES TO THE BENCH MARK ON THE LEFT, 75 FEET NORTH OF THE CENTER
 NV0282'OF THE WESTBOUND LANE OF INTERSTATE 80N, 39 FEET NORTHWEST OF A METAL
 NV0282'WITNESS POST, 26.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, AND 22
 NV0282'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS SET IN A
 NV0282'CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER, AND
 NV0282'PROJECTS 4 INCHES.  NOTE-- REFERENCE MARK FOR TRIANGULATION STATION
 NV0282'IDA 80-103 1959 1971.
 NV0282
 NV0282                          STATION RECOVERY (1992)
 NV0282
 NV0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0282'THE MONUMENT WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0276 ***********************************************************************
 NV0276  DESIGNATION -  IDA 80 104
 NV0276  PID         -  NV0276
 NV0276  STATE/COUNTY-  ID/GOODING
 NV0276  USGS QUAD   -  JEROME (1982)
 NV0276
 NV0276                         *CURRENT SURVEY CONTROL
 NV0276  ___________________________________________________________________
 NV0276* NAD 83(1992)-  42 44 39.61548(N)    114 37 18.10350(W)     ADJUSTED  
 NV0276* NAVD 88     -      1074.442  (meters)    3525.07   (feet)  ADJUSTED  
 NV0276  ___________________________________________________________________
 NV0276  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 NV0276  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 NV0276  DYNAMIC HT  -        1073.903 (meters)    3523.30  (feet)  COMP
 NV0276  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 NV0276
 NV0276  HORZ ORDER  -  THIRD
 NV0276  VERT ORDER  -  FIRST     CLASS II
 NV0276
 NV0276.The horizontal coordinates were established by classical geodetic methods
 NV0276.and adjusted by the National Geodetic Survey in July 1992..
 NV0276
 NV0276.The orthometric height was determined by differential leveling
 NV0276.and adjusted by the National Geodetic Survey in January 1993..
 NV0276
 NV0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0276
 NV0276.The geoid height was determined by GEOID03.
 NV0276
 NV0276.The dynamic height is computed by dividing the NAVD 88
 NV0276.geopotential number by the normal gravity value computed on the
 NV0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0276.degrees latitude (g = 980.6199 gals.).
 NV0276
 NV0276.The modeled gravity was interpolated from observed gravity values.
 NV0276
 NV0276;                    North         East     Units Scale Factor Converg.
 NV0276;SPC ID C     -   119,885.895   449,099.281   MT  0.99997923   -0 25 19.1
 NV0276;UTM  11      - 4,735,167.483   694,657.959   MT  1.00006619   +1 36 53.0
 NV0276
 NV0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0276!SPC ID C     -   0.99983393  x   0.99997923  =   0.99981316
 NV0276!UTM  11      -   0.99983393  x   1.00006619  =   0.99990011
 NV0276
 NV0276|---------------------------------------------------------------------|
 NV0276| PID    Reference Object                     Distance      Geod. Az  |
 NV0276|                                                           dddmmss.s |
 NV0276| NV0275 IDA 80 104 RM 1                      12.328 METERS 06826     |
 NV0276| CD5318 IDA 80 104 AZ MK 2                                 1182421.5 |
 NV0276| NV0273 IDA 80 104 AZ MK                                   1183002.1 |
 NV0276| NV0277 IDA 80 104 RM 2                      12.454 METERS 18309     |
 NV0276| NV1071 WENDELL MUNICIPAL TANK              APPROX. 8.2 KM 2980155.0 |
 NV0276|---------------------------------------------------------------------|
 NV0276
 NV0276                          SUPERSEDED SURVEY CONTROL
 NV0276
 NV0276  NAD 83(1986)-  42 44 39.61396(N)    114 37 18.10129(W) AD(       ) 3
 NV0276  NAD 27      -  42 44 39.95600(N)    114 37 14.93700(W) AD(       ) 3
 NV0276  NAVD 88 (06/15/91) 1074.442  (m)         3525.07   (f) UNKNOWN     1 2
 NV0276  NGVD 29 (??/??/92) 1073.583  (m)         3522.25   (f) ADJ UNCH    1 2
 NV0276
 NV0276.Superseded values are not recommended for survey control.
 NV0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0276.See file dsdata.txt to determine how the superseded data were derived.
 NV0276
 NV0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9465835167(NAD 83)
 NV0276_MARKER: DE = TRAVERSE STATION DISK
 NV0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0276_SP_SET: CONCRETE POST
 NV0276_STAMPING: IDA 80-104 1959
 NV0276_MARK LOGO: CGS   
 NV0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0276+STABILITY: SURFACE MOTION
 NV0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0276+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0276
 NV0276  HISTORY     - Date     Condition        Report By
 NV0276  HISTORY     - 1959     MONUMENTED       CGS
 NV0276  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NV0276  HISTORY     - 1971     GOOD             NGS
 NV0276  HISTORY     - 1978     GOOD             USGS
 NV0276  HISTORY     - 19920715 GOOD             NGS
 NV0276
 NV0276                          STATION DESCRIPTION
 NV0276
 NV0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 NV0276'THE STATION IS 5-1/4 MILES WEST FROM JEROME ON TOP OF A
 NV0276'GRASSY BENCH OVERLOOKING STATE HIGHWAY 25, ABOUT 75 YARDS
 NV0276'NORTH-NORTHEAST FROM THE RAILROAD, 0.25 MILE WEST OF THE
 NV0276'JEROME-GOODING COUNTY LINE, 17.6 FEET SOUTH-SOUTHEAST FROM A
 NV0276'FENCE CORNER, 10.5 FEET NORTHWEST FROM A STEEL WITNESS POST
 NV0276'WITH SIGN AND 3.8 FEET EAST FROM A NORTH-SOUTH FENCE LINE.
 NV0276'THE STATION IS A STANDARD TRAVERSE DISK SET IN A SQUARE
 NV0276'TOPPED CONCRETE MONUMENT PROJECTING 4 INCHES AND STAMPED IDA
 NV0276'80-104 1959.
 NV0276'
 NV0276'REACHED FROM THE INTERSECTION OF STATE HIGHWAY 25 AND THE
 NV0276'UNION PACIFIC RAILROAD TRACKS JUST SOUTH OF THE DEPOT ABOUT
 NV0276'1.0 MILE WEST OF JEROME, GO WEST ON HIGHWAY 25 FOR 3.85 MILES
 NV0276'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY
 NV0276'FOR 0.2 MILE TO A CROSSROAD JUST AFTER PASSING THE GOODING
 NV0276'COUNTY LINE SIGN.  TURN RIGHT CROSSING RAILROAD TRACKS FOR 0.05
 NV0276'MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT PASSING THROUGH
 NV0276'GATE AND FOLLOW TRACK ROAD WEST, KEEPING TO THE NORTH SIDE OF
 NV0276'AN OLD TOOL SHED AND TO THE SOUTH SIDE OF A FENCE LINE FOR
 NV0276'0.25 MILE TO A T-FENCE LINE AND THE STATION.
 NV0276'
 NV0276'REFERENCE MARK 1 IS 41 FEET EAST FROM THE FENCE INTERSECTION
 NV0276'AND 1.2 FEET SOUTH OF THE EAST-WEST FENCE LINE.
 NV0276'
 NV0276'REFERENCE MARK 2 IS 58 FEET SOUTH FROM THE FENCE INTERSECTION
 NV0276'AND 1.3 FEET EAST FROM THE NORTH-SOUTH FENCE LINE AND IS ABOUT
 NV0276'2 FEET LOWER THAN THE STATION.  THE MARKS ARE STANDARD
 NV0276'REFERENCE DISKS SET IN THE TOP OF CYLINDRICAL MONUMENTS
 NV0276'PROJECTING 8 INCHES AND STAMPED IDA 80-104 1959 AND NO 1 AND
 NV0276'NO 2 RESPECTIVELY.
 NV0276'
 NV0276'THE AZIMUTH MARK IS 98 FEET SOUTH FROM THE CENTER LINE OF
 NV0276'HIGHWAY 25, IN BARB WIRE FENCE LINE.  THE MARK IS A STANDARD
 NV0276'AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 NV0276'CORNER OF A CONCRETE CANAL SIPHON, STAMPED IDA 80-104 1959.
 NV0276
 NV0276                          STATION RECOVERY (1971)
 NV0276
 NV0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NV0276'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED
 NV0276'IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED.  A
 NV0276'NEW AZIMUTH MARK WAS ESTABLISHED.  LANDMARKS HAVE CHANGED.
 NV0276'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NV0276'
 NV0276'THE STATION IS 5 MILES NORTHWEST OF JEROME ON A LOAF LIKE SUMMIT
 NV0276'IN RANGE LAND.
 NV0276'
 NV0276'TO REACH THE STATION FROM THE RAILROAD DEPOT IN JEROME GO
 NV0276'NORTHWEST ON INTERSTATE 80N FOR 3.7 MILES TO THE AZIMUTH MARK
 NV0276'ON THE LEFT WHERE AN IRRIGATION CANAL PASSES UNDER THE
 NV0276'HIGHWAY.  CONTINUE WEST ON INTERSTATE 80N FOR 0.25 MILE TO THE
 NV0276'GOODING-JEROME COUNTY LINE, WHERE A FARM TO MARKET ROAD
 NV0276'PASSES OVER INTERSTATE 80N, CONTINUE WEST ON THE HIGHWAY FOR
 NV0276'0.25 MILE TO THE STATION ON THE RIGHT.
 NV0276'
 NV0276'THE STATION MARK, STAMPED IDA 80-104 1959, IS A STANDARD DISK
 NV0276'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 NV0276'INCHES, 0.65 MILE EAST OF THE APPLETON RAILROAD SIDING, 500 FEET
 NV0276'NORTH OF INTERSTATE 80N, 250 FEET NORTH OF THE RAILROAD TRACKS,
 NV0276'200 FEET NORTH OF A T FENCE CORNER, AND 3 FEET EAST OF A METAL
 NV0276'WITNESS POST THAT WAS PLACED IN AN OLD NORTH-SOUTH FENCE
 NV0276'LINE.  (NOTE 1A AND 7A)
 NV0276'
 NV0276'REFERENCE MARK NO. 1, STAMPED IDA 80-104 NO 1 1959, IS A
 NV0276'STANDARD DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 NV0276'12-INCHES IN DIAMETER, AND PROJECTS 4 INCHES, 42 FEET
 NV0276'EAST-NORTHEAST OF THE WITNESS POST, 30 FEET EAST OF THE
 NV0276'NORTH-SOUTH FENCE LINE, AND LEVEL WITH THE STATION.  (NOTE 11B)
 NV0276'
 NV0276'REFERENCE MARK NO. 2, STAMPED IDA 80-104 NO 2 1959, IS A
 NV0276'STANDARD DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 NV0276'12-INCHES IN DIAMETER, AND PROJECTS 4 INCHES, 41 FEET SOUTH OF
 NV0276'THE WITNESS POST, 2 FEET EAST OF THE OLD NORTH-SOUTH FENCE
 NV0276'LINE, AND 2 FEET LOWER THAN THE STATION.  (NOTE 11B)
 NV0276'
 NV0276'THE AZIMUTH MARK, STAMPED IDA 80-104 1959 1971, IS A STANDARD
 NV0276'DISK CEMENTED IN A DRILL HOLE IN THE SOUTH HEAD WALL OF A
 NV0276'CONCRETE IRRIGATION CANAL, 0.25 MILE EAST OF THE GOODING-JEROME
 NV0276'COUNTY LINE, 42 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANE
 NV0276'OF INTERSTATE 80N, 39 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 NV0276'LINE, 1 FOOT WEST OF THE EAST END OF THE HEAD WALL, AND 1 FOOT
 NV0276'HIGHER THAN THE HIGHWAY.
 NV0276'
 NV0276'THE DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 68.44 FEET
 NV0276'OR 20.860 METERS.
 NV0276'
 NV0276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 NV0276'NORTHWEST OF JEROME.
 NV0276
 NV0276                          STATION RECOVERY (1971)
 NV0276
 NV0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NV0276'5.0 MI NW FROM JEROME.
 NV0276'4.2 MILES NORTHWEST ALONG INTERSTATE 80N FROM THE RAILROAD DEPOT AT
 NV0276'JEROME, 0.65 MILE EAST OF THE APPLETON RAILROAD SIDING, 0.25 MILE WEST
 NV0276'OF THE GOODING-JEROME COUNTY LINE, 500 FEET NORTH OF INTERSTATE 80N,
 NV0276'250 FEET NORTH OF THE RAILROAD TRACKS, 200 FEET NORTH OF A T FENCE
 NV0276'CORNER, AND 3 FEET EAST OF A METAL WITNESS POST THAT WAS PLACED IN AN
 NV0276'OLD NORTH-SOUTH FENCE LINE SET IN A 12-INCH SQUARE CONCRETE MONUMENT
 NV0276'THAT PROJECTS 4 INCHES.
 NV0276
 NV0276                          STATION RECOVERY (1978)
 NV0276
 NV0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0276'1.4 MILES WEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0276'HIGHWAYS 25 AND 79 AT JEROME, TURN NORTHWEST ONTO INTERSTATE 80N AND
 NV0276'GO 4.1 MILES, 0.25 MILE WEST OF THE GOODING-JEROME COUNTY LINE, 500
 NV0276'FEET NORTH OF INTERSTATE 80N, 250 FEET NORTH OF THE UNION PACIFIC
 NV0276'RAILROAD TRACKS, 3 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET
 NV0276'IN A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 NV0276
 NV0276                          STATION RECOVERY (1992)
 NV0276
 NV0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0276'6.7 KM (4.15 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0276'JUNCTION OF STATE HIGHWAY 25 (EXIT 165) IN JEROME, 0.45 KM (0.25 MI)
 NV0276'NORTHWEST OF THE GOODING-JEROME COUNTY LINE, 106.5 M (349.4 FT) NORTH
 NV0276'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 67.6 M
 NV0276'(221.8 FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 12.4
 NV0276'M (40.7 FT) NORTH OF REFERENCE MARK 2, 12.2 M (40.0 FT) SOUTHWEST OF
 NV0276'REFERENCE MARK 1, 2.5 M (8.2 FT) ABOVE THE LEVEL OF THE TRACK, 0.3 M
 NV0276'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.01 M
 NV0276'(0.03 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1253 ***********************************************************************
 NV1253  DESIGNATION -  IDA 80 104 AZ MK RESET
 NV1253  PID         -  NV1253
 NV1253  STATE/COUNTY-  ID/JEROME
 NV1253  USGS QUAD   -  JEROME (1982)
 NV1253
 NV1253                         *CURRENT SURVEY CONTROL
 NV1253  ___________________________________________________________________
 NV1253* NAD 83(1986)-  42 44 28.     (N)    114 36 50.     (W)     SCALED    
 NV1253* NAVD 88     -      1075.39   (meters)    3528.2    (feet)  RESET     
 NV1253  ___________________________________________________________________
 NV1253  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 NV1253
 NV1253  VERT ORDER  -  THIRD
 NV1253
 NV1253.The horizontal coordinates were scaled from a topographic map and have
 NV1253.an estimated accuracy of +/- 6 seconds.
 NV1253
 NV1253.The orthometric height was computed from unverified reset data.
 NV1253
 NV1253.The geoid height was determined by GEOID03.
 NV1253
 NV1253;                    North         East    Units  Estimated Accuracy
 NV1253;SPC ID C     -   119,520.      449,740.      MT  (+/- 180 meters Scaled)
 NV1253
 NV1253                          SUPERSEDED SURVEY CONTROL
 NV1253
 NV1253  NGVD 29 (03/27/06) 1074.53   (m)         3525.4    (f) RESET       3  
 NV1253
 NV1253.Superseded values are not recommended for survey control.
 NV1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1253.See file dsdata.txt to determine how the superseded data were derived.
 NV1253
 NV1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH953348(NAD 83)
 NV1253_MARKER: DZ = AZIMUTH MARK DISK
 NV1253_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NV1253_SP_SET: HEADWALL
 NV1253_STAMPING: IDA 80 104 1959 1971
 NV1253_MARK LOGO: NGS   
 NV1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV1253
 NV1253  HISTORY     - Date     Condition        Report By
 NV1253  HISTORY     - 1971     MONUMENTED       NGS
 NV1253
 NV1253                          STATION DESCRIPTION
 NV1253
 NV1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NV1253'4.7 MILES (7.6 KM) EAST ALONG INTERSTATE 80 N FROM THE JUNCTION OF
 NV1253'STATE HIGHWAY 25, AND INTERSTATE 80 N AT THE SOUTH EDGE OF WENDELL,
 NV1253'3.6 MILES (5.8 KM) WEST ALONG INTERSTATE 80 N FROM THE JUNCTION OF
 NV1253'STATE HIGHWAY 25, AND INTERSTATE 80 N AT THE WEST EDGE OF JEROME,
 NV1253'0.15 MILES (0.24 KM) EAST OF THE JEROME-GOODING COUNTY LINE, IN THE
 NV1253'SOUTH HEADWALL OF AN IRRIGATION CANAL, 43 FEET (13.1 M) SOUTH OF THE
 NV1253'CENTER OF INTERSTATE 80 N EAST BOUND, 36 FEET (11.0 M) NORTH OF THE
 NV1253'RIGHT-OF-WAY FENCE LINE, AND 1 FOOT (0.3 M) WEST OF THE EAST END OF
 NV1253'THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0275 ***********************************************************************
 NV0275  DESIGNATION -  IDA 80 104 RM 1
 NV0275  PID         -  NV0275
 NV0275  STATE/COUNTY-  ID/GOODING
 NV0275  USGS QUAD   -  JEROME (1982)
 NV0275
 NV0275                         *CURRENT SURVEY CONTROL
 NV0275  ___________________________________________________________________
 NV0275* NAD 83(1986)-  42 44 39.     (N)    114 37 17.     (W)     SCALED    
 NV0275* NAVD 88     -      1074.589  (meters)    3525.55   (feet)  ADJUSTED  
 NV0275  ___________________________________________________________________
 NV0275  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 NV0275  DYNAMIC HT  -        1074.050 (meters)    3523.78  (feet)  COMP
 NV0275  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 NV0275
 NV0275  VERT ORDER  -  FIRST     CLASS II
 NV0275
 NV0275.The horizontal coordinates were scaled from a topographic map and have
 NV0275.an estimated accuracy of +/- 6 seconds.
 NV0275
 NV0275.The orthometric height was determined by differential leveling
 NV0275.and adjusted by the National Geodetic Survey in January 1993..
 NV0275
 NV0275.The geoid height was determined by GEOID03.
 NV0275
 NV0275.The dynamic height is computed by dividing the NAVD 88
 NV0275.geopotential number by the normal gravity value computed on the
 NV0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0275.degrees latitude (g = 980.6199 gals.).
 NV0275
 NV0275.The modeled gravity was interpolated from observed gravity values.
 NV0275
 NV0275;                    North         East    Units  Estimated Accuracy
 NV0275;SPC ID C     -   119,870.      449,120.      MT  (+/- 180 meters Scaled)
 NV0275
 NV0275                          SUPERSEDED SURVEY CONTROL
 NV0275
 NV0275  NAVD 88 (06/15/91) 1074.586  (m)         3525.54   (f) UNKNOWN     1 2
 NV0275  NGVD 29 (??/??/92) 1073.727  (m)         3522.72   (f) ADJ UNCH    1 2
 NV0275
 NV0275.Superseded values are not recommended for survey control.
 NV0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0275.See file dsdata.txt to determine how the superseded data were derived.
 NV0275
 NV0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH946351(NAD 83)
 NV0275_MARKER: DR = REFERENCE MARK DISK
 NV0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0275_SP_SET: CONCRETE POST
 NV0275_STAMPING: IDA 80-104 NO 1 1959
 NV0275_MARK LOGO: CGS   
 NV0275_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0275+STABILITY: SURFACE MOTION
 NV0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0275+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0275
 NV0275  HISTORY     - Date     Condition        Report By
 NV0275  HISTORY     - 1959     MONUMENTED       CGS
 NV0275  HISTORY     - 1971     GOOD             NGS
 NV0275  HISTORY     - 19920715 GOOD             NGS
 NV0275
 NV0275                          STATION DESCRIPTION
 NV0275
 NV0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NV0275'5.0 MI NW FROM JEROME.
 NV0275'4.2 MILES NORTHWEST ALONG INTERSTATE 80N FROM THE RAILROAD DEPOT AT
 NV0275'JEROME, 40.45 FEET EAST-NORTHEAST OF TRIANGULATION STATION IDA 80-104
 NV0275'1959, AND 30 FEET EAST OF AN OLD NORTH-SOUTH FENCE LINE SET IN A
 NV0275'CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER, AND
 NV0275'PROJECTS 4 INCHES.  NOTE-- REFERENCE MARK FOR TRIANGULATION STATION
 NV0275'IDA 80-104 1959.
 NV0275
 NV0275                          STATION RECOVERY (1992)
 NV0275
 NV0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0275'6.7 KM (4.15 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0275'JUNCTION OF STATE HIGHWAY 25 (EXIT 165) IN JEROME, 0.45 KM (0.25 MI)
 NV0275'NORTHWEST OF THE GOODING-JEROME COUNTY LINE, 114.3 M (375.0 FT) NORTH
 NV0275'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 75.4 M
 NV0275'(247.4 FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 12.2
 NV0275'M (40.0 FT) NORTHEAST OF TRIANGULATION STATION IDA 80 104, 2.5 M
 NV0275'(8.2 FT) ABOVE THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A
 NV0275'WITNESS POST, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE
 NV0275'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0277 ***********************************************************************
 NV0277  DESIGNATION -  IDA 80 104 RM 2
 NV0277  PID         -  NV0277
 NV0277  STATE/COUNTY-  ID/GOODING
 NV0277  USGS QUAD   -  JEROME (1982)
 NV0277
 NV0277                         *CURRENT SURVEY CONTROL
 NV0277  ___________________________________________________________________
 NV0277* NAD 83(1986)-  42 44 39.     (N)    114 37 17.     (W)     SCALED    
 NV0277* NAVD 88     -      1073.706  (meters)    3522.65   (feet)  ADJUSTED  
 NV0277  ___________________________________________________________________
 NV0277  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 NV0277  DYNAMIC HT  -        1073.167 (meters)    3520.88  (feet)  COMP
 NV0277  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 NV0277
 NV0277  VERT ORDER  -  FIRST     CLASS II
 NV0277
 NV0277.The horizontal coordinates were scaled from a topographic map and have
 NV0277.an estimated accuracy of +/- 6 seconds.
 NV0277
 NV0277.The orthometric height was determined by differential leveling
 NV0277.and adjusted by the National Geodetic Survey in January 1993..
 NV0277
 NV0277.The geoid height was determined by GEOID03.
 NV0277
 NV0277.The dynamic height is computed by dividing the NAVD 88
 NV0277.geopotential number by the normal gravity value computed on the
 NV0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0277.degrees latitude (g = 980.6199 gals.).
 NV0277
 NV0277.The modeled gravity was interpolated from observed gravity values.
 NV0277
 NV0277;                    North         East    Units  Estimated Accuracy
 NV0277;SPC ID C     -   119,870.      449,120.      MT  (+/- 180 meters Scaled)
 NV0277
 NV0277                          SUPERSEDED SURVEY CONTROL
 NV0277
 NV0277  NAVD 88 (06/15/91) 1073.707  (m)         3522.65   (f) UNKNOWN     1 2
 NV0277  NGVD 29 (??/??/92) 1072.848  (m)         3519.84   (f) ADJ UNCH    1 2
 NV0277
 NV0277.Superseded values are not recommended for survey control.
 NV0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0277.See file dsdata.txt to determine how the superseded data were derived.
 NV0277
 NV0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH946351(NAD 83)
 NV0277_MARKER: DR = REFERENCE MARK DISK
 NV0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0277_SP_SET: CONCRETE POST
 NV0277_STAMPING: IDA 80-104 NO 2 1959
 NV0277_MARK LOGO: CGS   
 NV0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0277+STABILITY: SURFACE MOTION
 NV0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0277+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0277
 NV0277  HISTORY     - Date     Condition        Report By
 NV0277  HISTORY     - 1959     MONUMENTED       CGS
 NV0277  HISTORY     - 1971     GOOD             NGS
 NV0277  HISTORY     - 19920715 GOOD             NGS
 NV0277
 NV0277                          STATION DESCRIPTION
 NV0277
 NV0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NV0277'5.0 MI NW FROM JEROME.
 NV0277'4.2 MILES NORTHWEST ALONG INTERSTATE 80N FROM THE RAILROAD DEPOT AT
 NV0277'JEROME, 200 FEET NORTH OF THE RAILROAD TRACKS, 40.86 FEET SOUTH OF
 NV0277'TRIANGULATION STATION IDA 80-104 1959, AND 2 FEET EAST OF AN OLD
 NV0277'NORTH-SOUTH FENCE LINE.  NOTE-- REFERENCE MARK FOR TRIANGULATION
 NV0277'STATION IDA 80-104 1959.
 NV0277
 NV0277                          STATION RECOVERY (1992)
 NV0277
 NV0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0277'6.7 KM (4.15 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0277'JUNCTION OF STATE HIGHWAY 25 (EXIT 165) IN JEROME, 0.45 KM (0.25 MI)
 NV0277'NORTHWEST OF THE GOODING-JEROME COUNTY LINE, 94.9 M (311.4 FT) NORTH
 NV0277'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 56.0 M
 NV0277'(183.7 FT) NORTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 12.4
 NV0277'M (40.7 FT) SOUTH OF TRIANGULATION STATION IDA 80 104, 2.5 M
 NV0277'(8.2 FT) ABOVE THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) EAST OF A
 NV0277'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 NV0277'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0268 ***********************************************************************
 NV0268  DESIGNATION -  IDA 80 105
 NV0268  PID         -  NV0268
 NV0268  STATE/COUNTY-  ID/JEROME
 NV0268  USGS QUAD   -  JEROME (1982)
 NV0268
 NV0268                         *CURRENT SURVEY CONTROL
 NV0268  ___________________________________________________________________
 NV0268* NAD 83(1992)-  42 43 55.56715(N)    114 34 03.67003(W)     ADJUSTED  
 NV0268* NAVD 88     -      1103.591  (meters)    3620.70   (feet)  ADJUSTED  
 NV0268  ___________________________________________________________________
 NV0268  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 NV0268  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 NV0268  DYNAMIC HT  -        1103.027 (meters)    3618.85  (feet)  COMP
 NV0268  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 NV0268
 NV0268  HORZ ORDER  -  SECOND
 NV0268  VERT ORDER  -  FIRST     CLASS II
 NV0268
 NV0268.The horizontal coordinates were established by classical geodetic methods
 NV0268.and adjusted by the National Geodetic Survey in July 1992..
 NV0268
 NV0268.The orthometric height was determined by differential leveling
 NV0268.and adjusted by the National Geodetic Survey in January 1993..
 NV0268
 NV0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0268
 NV0268.The geoid height was determined by GEOID03.
 NV0268
 NV0268.The dynamic height is computed by dividing the NAVD 88
 NV0268.geopotential number by the normal gravity value computed on the
 NV0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0268.degrees latitude (g = 980.6199 gals.).
 NV0268
 NV0268.The modeled gravity was interpolated from observed gravity values.
 NV0268
 NV0268;                    North         East     Units Scale Factor Converg.
 NV0268;SPC ID C     -   118,495.579   453,512.114   MT  0.99997395   -0 23 06.8
 NV0268;UTM  11      - 4,733,934.735   699,117.858   MT  1.00008780   +1 39 03.7
 NV0268
 NV0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0268!SPC ID C     -   0.99982935  x   0.99997395  =   0.99980330
 NV0268!UTM  11      -   0.99982935  x   1.00008780  =   0.99991713
 NV0268
 NV0268|---------------------------------------------------------------------|
 NV0268| PID    Reference Object                     Distance      Geod. Az  |
 NV0268|                                                           dddmmss.s |
 NV0268| NV0269 IDA 80 105 RM 1                      28.862 METERS 27124     |
 NV0268| NV0270 D 69                                               2895914.5 |
 NV0268| NV0267 IDA 80 105 RM 2                      26.220 METERS 32812     |
 NV0268|---------------------------------------------------------------------|
 NV0268
 NV0268                          SUPERSEDED SURVEY CONTROL
 NV0268
 NV0268  NAD 83(1986)-  42 43 55.56566(N)    114 34 03.66766(W) AD(       ) 2
 NV0268  NAD 27      -  42 43 55.90650(N)    114 34 00.51110(W) AD(       ) 2
 NV0268  NAVD 88 (06/15/91) 1103.591  (m)         3620.70   (f) UNKNOWN     1 2
 NV0268  NGVD 29 (??/??/92) 1102.723  (m)         3617.85   (f) ADJ UNCH    1 2
 NV0268
 NV0268.Superseded values are not recommended for survey control.
 NV0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0268.See file dsdata.txt to determine how the superseded data were derived.
 NV0268
 NV0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH9911833935(NAD 83)
 NV0268_MARKER: DE = TRAVERSE STATION DISK
 NV0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0268_SP_SET: CONCRETE POST
 NV0268_STAMPING: IDA 80-105 1959
 NV0268_MARK LOGO: CGS   
 NV0268_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0268+STABILITY: SURFACE MOTION
 NV0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0268+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 NV0268
 NV0268  HISTORY     - Date     Condition        Report By
 NV0268  HISTORY     - 1959     MONUMENTED       CGS
 NV0268  HISTORY     - 1959     GOOD             CGS
 NV0268  HISTORY     - 1978     GOOD             USGS
 NV0268  HISTORY     - 19920713 GOOD             NGS
 NV0268
 NV0268                          STATION DESCRIPTION
 NV0268
 NV0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0268'THE STATION IS 1.5 MILES WESTERLY ALONG STATE ROUTE 25 FROM THE
 NV0268'JEROME RAILROAD STATION, 100 YARDS SOUTH OF THE HIGHWAY, 9
 NV0268'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 NV0268'ATTACHED AND 6 FEET WEST OF A NORTH-SOUTH FENCE LINE THROUGH
 NV0268'THE PASTURE LAND.
 NV0268'
 NV0268'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN A
 NV0268'CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES AND STAMPED IDA
 NV0268'80-105 1959.
 NV0268'
 NV0268'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV0268'HOLE IN A BOULDER FLUSH WITH THE SURROUNDING SURFACE AND
 NV0268'STAMPED IDA 80-105 NO 1 1959.
 NV0268'
 NV0268'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV0268'HOLE IN A BOULDER FLUSH WITH THE SURROUNDING SURFACE AND STAMPED
 NV0268'IDA 80-105 NO 2 1959.
 NV0268'
 NV0268'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED D 69
 NV0268'1934 AND SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3
 NV0268'INCHES.  IT IS 45.4 FEET NORTH-NORTHEAST OF THE NORTHEAST
 NV0268'RAIL OF THE UNION PACIFIC RAILROAD, 22 FEET EAST-SOUTHEAST OF THE
 NV0268'CENTER LINE OF A DIRT ROAD AND 2 FEET WEST OF A T FENCE
 NV0268'CORNER.
 NV0268'
 NV0268'A 2-WHEEL DRIVE STATION.
 NV0268
 NV0268                          STATION RECOVERY (1959)
 NV0268
 NV0268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NV0268'1.5 MI NW FROM JEROME.
 NV0268'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE RAILROAD STATION
 NV0268'AT JEROME, 100 YARDS SOUTH OF THE HIGHWAY, 94.69 FEET EAST OF R.M. 1,
 NV0268'86.02 FEET SOUTHEAST OF R.M. 2, 9.0 FEET SOUTHWEST OF A METAL POST
 NV0268'WITH SIGN, 6.0 FEET WEST OF A FENCE LINE, SET IN A CYLINDRICAL
 NV0268'CONCRETE POST PROJECTING 3 INCHES.
 NV0268
 NV0268                          STATION RECOVERY (1978)
 NV0268
 NV0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0268'1.4 MILES WEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0268'HIGHWAYS 25 AND 79 AT JEROME, TURN NORTHWEST ONTO INTERSTATE 80N AND
 NV0268'GO 1.3 MILES, MARK IS 150 FEET SOUTH OF CENTER OF DIVIDER STRIP
 NV0268'BETWEEN EAST AND WEST BOUND LANES ON TOP OF A LOW HILL, 94.69 FEET
 NV0268'EAST OF RM 1, 86.02 FEET SOUTHEAST OF RM 2, 9.0 FEET SOUTHWEST OF A
 NV0268'METAL POST WITH SIGN, 6.0 FEET WEST OF A FENCE LINE, SET IN A
 NV0268'CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
 NV0268
 NV0268                          STATION RECOVERY (1992)
 NV0268
 NV0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0268'2.1 KM (1.30 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0268'JUNCTION OF STATE HIGHWAY 25 (EXIT 165) IN JEROME, 52.1 M (170.9 FT)
 NV0268'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 28.9 M
 NV0268'(94.8 FT) EAST OF REFERENCE MARK 1, 27.7 M (90.9 FT) SOUTH OF A
 NV0268'T-FENCE CORNER, 26.1 M (85.6 FT) SOUTHEAST OF REFERENCE MARK 2, 2.8 M
 NV0268'(9.2 FT) SOUTH OF A WITNESS POST, 2.5 M (8.2 FT) ABOVE THE LEVEL OF
 NV0268'THE HIGHWAY, 1.8 M (5.9 FT) WEST OF A FENCE, AND THE MONUMENT
 NV0268'PROJECTS 0.05 M (0.16 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0269 ***********************************************************************
 NV0269  DESIGNATION -  IDA 80 105 RM 1
 NV0269  PID         -  NV0269
 NV0269  STATE/COUNTY-  ID/JEROME
 NV0269  USGS QUAD   -  JEROME (1982)
 NV0269
 NV0269                         *CURRENT SURVEY CONTROL
 NV0269  ___________________________________________________________________
 NV0269* NAD 83(1986)-  42 43 55.     (N)    114 34 03.     (W)     SCALED    
 NV0269* NAVD 88     -      1103.640  (meters)    3620.86   (feet)  ADJUSTED  
 NV0269  ___________________________________________________________________
 NV0269  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 NV0269  DYNAMIC HT  -        1103.076 (meters)    3619.01  (feet)  COMP
 NV0269  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 NV0269
 NV0269  VERT ORDER  -  FIRST     CLASS II
 NV0269
 NV0269.The horizontal coordinates were scaled from a topographic map and have
 NV0269.an estimated accuracy of +/- 6 seconds.
 NV0269
 NV0269.The orthometric height was determined by differential leveling
 NV0269.and adjusted by the National Geodetic Survey in January 1993..
 NV0269
 NV0269.The geoid height was determined by GEOID03.
 NV0269
 NV0269.The dynamic height is computed by dividing the NAVD 88
 NV0269.geopotential number by the normal gravity value computed on the
 NV0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0269.degrees latitude (g = 980.6199 gals.).
 NV0269
 NV0269.The modeled gravity was interpolated from observed gravity values.
 NV0269
 NV0269;                    North         East    Units  Estimated Accuracy
 NV0269;SPC ID C     -   118,480.      453,530.      MT  (+/- 180 meters Scaled)
 NV0269
 NV0269                          SUPERSEDED SURVEY CONTROL
 NV0269
 NV0269  NAVD 88 (06/15/91) 1103.638  (m)         3620.85   (f) UNKNOWN     1 2
 NV0269  NGVD 29 (??/??/92) 1102.770  (m)         3618.00   (f) ADJ UNCH    1 2
 NV0269
 NV0269.Superseded values are not recommended for survey control.
 NV0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0269.See file dsdata.txt to determine how the superseded data were derived.
 NV0269
 NV0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH991339(NAD 83)
 NV0269_MARKER: DR = REFERENCE MARK DISK
 NV0269_SETTING: 80 = SET IN A BOULDER
 NV0269_SP_SET: IN DRILL HOLE IN A BOULDER
 NV0269_STAMPING: IDA 80-105 NO 1 1959
 NV0269_MARK LOGO: CGS   
 NV0269_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0269+STABILITY: SURFACE MOTION
 NV0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0269+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 NV0269
 NV0269  HISTORY     - Date     Condition        Report By
 NV0269  HISTORY     - 1959     MONUMENTED       CGS
 NV0269  HISTORY     - 19920713 GOOD             NGS
 NV0269
 NV0269                          STATION DESCRIPTION
 NV0269
 NV0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0269'1.5 MI NW FROM JEROME.
 NV0269'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE RAILROAD STATION
 NV0269'AT JEROME, 94.69 FEET WEST OF THE STATION MARK, SET IN A DRILL HOLE IN
 NV0269'A BOULDER FLUSH WITH THE GROUND.
 NV0269
 NV0269                          STATION RECOVERY (1992)
 NV0269
 NV0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0269'2.1 KM (1.30 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0269'JUNCTION OF STATE HIGHWAY 25 (EXIT 165) IN JEROME, NEAR THE CENTER OF
 NV0269'6 BY 6-INCH PARTIALLY EXPOSED BOULDER THAT PROJECTS 0.03 M (0.10 FT)
 NV0269'ABOVE THE GROUND SURFACE, 56.6 M (185.7 FT) SOUTH OF THE CENTERLINE OF
 NV0269'THE EASTBOUND LANES OF THE HIGHWAY, 32.2 M (105.6 FT) SOUTH OF A
 NV0269'FENCE, 28.9 M (94.8 FT) WEST OF TRIANGULATION STATION IDA 80 105, AND
 NV0269'2.5 M (8.2 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0267 ***********************************************************************
 NV0267  DESIGNATION -  IDA 80 105 RM 2
 NV0267  PID         -  NV0267
 NV0267  STATE/COUNTY-  ID/JEROME
 NV0267  USGS QUAD   -  JEROME (1982)
 NV0267
 NV0267                         *CURRENT SURVEY CONTROL
 NV0267  ___________________________________________________________________
 NV0267* NAD 83(1986)-  42 43 55.     (N)    114 34 03.     (W)     SCALED    
 NV0267* NAVD 88     -      1103.264  (meters)    3619.63   (feet)  ADJUSTED  
 NV0267  ___________________________________________________________________
 NV0267  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 NV0267  DYNAMIC HT  -        1102.700 (meters)    3617.77  (feet)  COMP
 NV0267  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 NV0267
 NV0267  VERT ORDER  -  FIRST     CLASS II
 NV0267
 NV0267.The horizontal coordinates were scaled from a topographic map and have
 NV0267.an estimated accuracy of +/- 6 seconds.
 NV0267
 NV0267.The orthometric height was determined by differential leveling
 NV0267.and adjusted by the National Geodetic Survey in January 1993..
 NV0267
 NV0267.The geoid height was determined by GEOID03.
 NV0267
 NV0267.The dynamic height is computed by dividing the NAVD 88
 NV0267.geopotential number by the normal gravity value computed on the
 NV0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0267.degrees latitude (g = 980.6199 gals.).
 NV0267
 NV0267.The modeled gravity was interpolated from observed gravity values.
 NV0267
 NV0267;                    North         East    Units  Estimated Accuracy
 NV0267;SPC ID C     -   118,480.      453,530.      MT  (+/- 180 meters Scaled)
 NV0267
 NV0267                          SUPERSEDED SURVEY CONTROL
 NV0267
 NV0267  NAVD 88 (06/15/91) 1103.262  (m)         3619.62   (f) UNKNOWN     1 2
 NV0267  NGVD 29 (??/??/92) 1102.394  (m)         3616.77   (f) ADJ UNCH    1 2
 NV0267
 NV0267.Superseded values are not recommended for survey control.
 NV0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0267.See file dsdata.txt to determine how the superseded data were derived.
 NV0267
 NV0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH991339(NAD 83)
 NV0267_MARKER: DR = REFERENCE MARK DISK
 NV0267_SETTING: 80 = SET IN A BOULDER
 NV0267_SP_SET: IN DRILL HOLE IN A BOULDER
 NV0267_STAMPING: IDA 80-105 NO 2 1959
 NV0267_MARK LOGO: CGS   
 NV0267_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0267+STABILITY: SURFACE MOTION
 NV0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0267+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 NV0267
 NV0267  HISTORY     - Date     Condition        Report By
 NV0267  HISTORY     - 1959     MONUMENTED       CGS
 NV0267  HISTORY     - 19920713 GOOD             NGS
 NV0267
 NV0267                          STATION DESCRIPTION
 NV0267
 NV0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0267'1.5 MI NW FROM JEROME.
 NV0267'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE RAILROAD STATION
 NV0267'AT JEROME, 86.02 FEET NORTHWEST OF THE STATION MARK, SET IN A DRILL
 NV0267'HOLE IN A BOULDER PROJECTING 1 INCH.
 NV0267
 NV0267                          STATION RECOVERY (1992)
 NV0267
 NV0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0267'2.1 KM (1.30 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0267'JUNCTION OF STATE HIGHWAY 25 (EXIT 165) IN JEROME, NEAR THE CENTER OF
 NV0267'6 BY 6-INCH PARTIALLY EXPOSED BOULDER THAT PROJECTS 0.01 M (0.03 FT)
 NV0267'ABOVE THE GROUND SURFACE, 32.6 M (107.0 FT) SOUTH OF THE CENTERLINE OF
 NV0267'THE EASTBOUND LANES OF THE HIGHWAY, 26.1 M (85.6 FT) NORTHWEST OF
 NV0267'TRIANGULATION STATION IDA 80 105, 16.2 M (53.1 FT) SOUTHWEST OF A
 NV0267'T-FENCE CORNER, 8.2 M (26.9 FT) SOUTH OF A FENCE, AND 2.5 M (8.2 FT)
 NV0267'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0263 ***********************************************************************
 NV0263  DESIGNATION -  IDA 80 106 RM 2
 NV0263  PID         -  NV0263
 NV0263  STATE/COUNTY-  ID/JEROME
 NV0263  USGS QUAD   -  JEROME (1982)
 NV0263
 NV0263                         *CURRENT SURVEY CONTROL
 NV0263  ___________________________________________________________________
 NV0263* NAD 83(1986)-  42 43 28.     (N)    114 32 45.     (W)     SCALED    
 NV0263* NAVD 88     -      1113.190  (meters)    3652.19   (feet)  ADJUSTED  
 NV0263  ___________________________________________________________________
 NV0263  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0263  DYNAMIC HT  -        1112.615 (meters)    3650.30  (feet)  COMP
 NV0263  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 NV0263
 NV0263  VERT ORDER  -  SECOND    CLASS 0
 NV0263
 NV0263.The horizontal coordinates were scaled from a topographic map and have
 NV0263.an estimated accuracy of +/- 6 seconds.
 NV0263
 NV0263.The orthometric height was determined by differential leveling
 NV0263.and adjusted by the National Geodetic Survey in June 1991..
 NV0263
 NV0263.The geoid height was determined by GEOID03.
 NV0263
 NV0263.The dynamic height is computed by dividing the NAVD 88
 NV0263.geopotential number by the normal gravity value computed on the
 NV0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0263.degrees latitude (g = 980.6199 gals.).
 NV0263
 NV0263.The modeled gravity was interpolated from observed gravity values.
 NV0263
 NV0263;                    North         East    Units  Estimated Accuracy
 NV0263;SPC ID C     -   117,630.      455,300.      MT  (+/- 180 meters Scaled)
 NV0263
 NV0263                          SUPERSEDED SURVEY CONTROL
 NV0263
 NV0263  NGVD 29 (??/??/92) 1112.318  (m)         3649.33   (f) ADJ UNCH    2 0
 NV0263
 NV0263.Superseded values are not recommended for survey control.
 NV0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0263.See file dsdata.txt to determine how the superseded data were derived.
 NV0263
 NV0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH009331(NAD 83)
 NV0263_MARKER: DR = REFERENCE MARK DISK
 NV0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0263_STAMPING: IDA 80-106 NO 2 1959
 NV0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0263+STABILITY: SURFACE MOTION
 NV0263
 NV0263  HISTORY     - Date     Condition        Report By
 NV0263  HISTORY     - 1959     MONUMENTED       CGS
 NV0263  HISTORY     - 1971     GOOD             NGS
 NV0263
 NV0263                          STATION DESCRIPTION
 NV0263
 NV0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0263'1.65 MI W FROM JEROME.
 NV0263'1.5 MILES WEST ON STATE HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAYS
 NV0263'25 AND 79 AT JEROME TO A TURN IN THE HIGHWAY, THENCE 0.15 MILE WEST ON
 NV0263'PAVED ROAD.  65.79 FEET NORTH OF THE STATION MARK, SET IN A SQUARE
 NV0263'CONCRETE POST PROJECTING 2 INCHES.
 NV0263
 NV0263                          STATION RECOVERY (1971)
 NV0263
 NV0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NV0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0259 ***********************************************************************
 NV0259  DESIGNATION -  IDA 80 107
 NV0259  PID         -  NV0259
 NV0259  STATE/COUNTY-  ID/JEROME
 NV0259  USGS QUAD   -  JEROME (1982)
 NV0259
 NV0259                         *CURRENT SURVEY CONTROL
 NV0259  ___________________________________________________________________
 NV0259* NAD 83(1992)-  42 42 05.42798(N)    114 31 26.84712(W)     ADJUSTED  
 NV0259* NAVD 88     -      1137.464  (meters)    3731.83   (feet)  ADJUSTED  
 NV0259  ___________________________________________________________________
 NV0259  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 NV0259  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0259  DYNAMIC HT  -        1136.869 (meters)    3729.88  (feet)  COMP
 NV0259  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 NV0259
 NV0259  HORZ ORDER  -  SECOND
 NV0259  VERT ORDER  -  SECOND    CLASS 0
 NV0259
 NV0259.The horizontal coordinates were established by classical geodetic methods
 NV0259.and adjusted by the National Geodetic Survey in July 1992..
 NV0259
 NV0259.The orthometric height was determined by differential leveling
 NV0259.and adjusted by the National Geodetic Survey in June 1991..
 NV0259
 NV0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0259
 NV0259.The geoid height was determined by GEOID03.
 NV0259
 NV0259.The dynamic height is computed by dividing the NAVD 88
 NV0259.geopotential number by the normal gravity value computed on the
 NV0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0259.degrees latitude (g = 980.6199 gals.).
 NV0259
 NV0259.The modeled gravity was interpolated from observed gravity values.
 NV0259
 NV0259;                    North         East     Units Scale Factor Converg.
 NV0259;SPC ID C     -   115,074.056   457,058.323   MT  0.99997005   -0 21 19.6
 NV0259;UTM  11      - 4,730,640.928   702,783.826   MT  1.00010594   +1 40 46.8
 NV0259
 NV0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0259!SPC ID C     -   0.99982403  x   0.99997005  =   0.99979409
 NV0259!UTM  11      -   0.99982403  x   1.00010594  =   0.99992995
 NV0259
 NV0259|---------------------------------------------------------------------|
 NV0259| PID    Reference Object                     Distance      Geod. Az  |
 NV0259|                                                           dddmmss.s |
 NV0259| NV0260 IDA 80 107 RM 1                      13.721 METERS 06213     |
 NV0259| NV0468 F 3401                              218.230 METERS 07126     |
 NV0259| NV0258 IDA 80 107 RM 2                       5.788 METERS 13109     |
 NV0259| NV0268 IDA 80 105                          APPROX. 4.9 KM 3133709.3 |
 NV0259|---------------------------------------------------------------------|
 NV0259
 NV0259                          SUPERSEDED SURVEY CONTROL
 NV0259
 NV0259  NAD 83(1986)-  42 42 05.42647(N)    114 31 26.84461(W) AD(       ) 2
 NV0259  NAD 27      -  42 42 05.76370(N)    114 31 23.69250(W) AD(       ) 2
 NV0259  NGVD 29 (??/??/92) 1136.583  (m)         3728.94   (f) ADJ UNCH    2 0
 NV0259
 NV0259.Superseded values are not recommended for survey control.
 NV0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0259.See file dsdata.txt to determine how the superseded data were derived.
 NV0259
 NV0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0278430641(NAD 83)
 NV0259_MARKER: DE = TRAVERSE STATION DISK
 NV0259_SETTING: 66 = SET IN ROCK OUTCROP
 NV0259_SP_SET: BEDROCK
 NV0259_STAMPING: IDA 80-107 1959
 NV0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0259+STABILITY: POSITION/ELEVATION WELL
 NV0259
 NV0259  HISTORY     - Date     Condition        Report By
 NV0259  HISTORY     - 1959     MONUMENTED       CGS
 NV0259  HISTORY     - 1959     GOOD             CGS
 NV0259
 NV0259                          STATION DESCRIPTION
 NV0259
 NV0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0259'THE STATION IS 1.5 MILES SOUTH-SOUTHWEST OF THE CENTER OF
 NV0259'JEROME, 0.25 MILE WEST OF THE HYDRA PLANT ON THE RIGHT OF
 NV0259'STATE ROUTE 79 AND ON THE SUMMIT OF THE SOUTHWEST ONE OF
 NV0259'TWO LAVA KNOLLS SURROUNDED BY CULTIVATED FIELDS.
 NV0259'
 NV0259'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES
 NV0259'25 AND 79 IN JEROME GO SOUTH ON STATE ROUTE 79 FOR 1.8 MILES
 NV0259'TO A SERVICE STATION ON THE LEFT AND THE VAN HOOCK RANCH HOME
 NV0259'ON THE RIGHT, TURN RIGHT THROUGH THE RANCH YARD PASSING TO
 NV0259'THE NORTH SIDE OF A LARGE POTATOE CELLAR AND FOLLOW THE
 NV0259'RANCH ROAD WEST, SOUTHWEST THEN NORTH FOR 0.75 MILE TO A PARKING
 NV0259'AREA BETWEEN THE TWO KNOLLS.  FROM HERE PACK SOUTHWESTERLY FOR
 NV0259'0.1 MILE TO THE SOUTHWEST END OF THE SOUTHWEST KNOLL AND THE
 NV0259'STATION SITE.
 NV0259'
 NV0259'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN CEMENT IN A
 NV0259'DRILL HOLE IN THE OUTCROPPING BEDROCK PROJECTING 3 FEET AND
 NV0259'STAMPED IDA 80-107 1959.  IT IS NEAR THE SOUTHWEST END AND
 NV0259'CENTER OF THE KNOLL.
 NV0259'
 NV0259'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV0259'HOLE IN OUTCROPPING BEDROCK NEAR THE EAST EDGE OF THE KNOLL
 NV0259'AND AT THE NORTHEAST END.  IT PROJECTS 15 INCHES AND IS STAMPED
 NV0259'IDA 80-107 NO 1 1959.
 NV0259'
 NV0259'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV0259'HOLE IN OUTCROPPING BEDROCK AND STAMPED IDA 80-107 NO 2 1959.
 NV0259'IT IS PROJECTING 18 INCHES AND IS NEAR THE EAST EDGE OF THE
 NV0259'KNOLL.
 NV0259'
 NV0259'THE AZIMUTH MARK WAS SEPERATLY OCCUPIED AND DESCRIBED.
 NV0259'
 NV0259'A 2-WHEEL DRIVE STATION.
 NV0259
 NV0259                          STATION RECOVERY (1959)
 NV0259
 NV0259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NV0259'1.75 MI S FROM JEROME.
 NV0259'1.5 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0259'HIGHWAYS 25 AND 79 AT JEROME, THENCE 0.25 MILE WEST TO THE TOP OF A
 NV0259'LAVA KNOLL.  45.01 FEET SOUTHWEST OF R.M. 1, 18.98 FEET NORTHWEST OF
 NV0259'R.M. 2, SET IN A DRILL HOLE IN BEDROCK PROJECTING 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0257 ***********************************************************************
 NV0257  DESIGNATION -  IDA 80 107 A
 NV0257  PID         -  NV0257
 NV0257  STATE/COUNTY-  ID/JEROME
 NV0257  USGS QUAD   -  JEROME (1982)
 NV0257
 NV0257                         *CURRENT SURVEY CONTROL
 NV0257  ___________________________________________________________________
 NV0257* NAD 83(1992)-  42 41 43.55189(N)    114 31 22.43714(W)     ADJUSTED  
 NV0257* NAVD 88     -      1131.773  (meters)    3713.16   (feet)  ADJUSTED  
 NV0257  ___________________________________________________________________
 NV0257  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 NV0257  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 NV0257  DYNAMIC HT  -        1131.181 (meters)    3711.22  (feet)  COMP
 NV0257  MODELED GRAV-     980,058.6   (mgal)                       NAVD 88
 NV0257
 NV0257  HORZ ORDER  -  THIRD
 NV0257  VERT ORDER  -  SECOND    CLASS 0
 NV0257
 NV0257.The horizontal coordinates were established by classical geodetic methods
 NV0257.and adjusted by the National Geodetic Survey in July 1992..
 NV0257
 NV0257.The orthometric height was determined by differential leveling
 NV0257.and adjusted by the National Geodetic Survey in June 1991..
 NV0257
 NV0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0257
 NV0257.The geoid height was determined by GEOID03.
 NV0257
 NV0257.The dynamic height is computed by dividing the NAVD 88
 NV0257.geopotential number by the normal gravity value computed on the
 NV0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0257.degrees latitude (g = 980.6199 gals.).
 NV0257
 NV0257.The modeled gravity was interpolated from observed gravity values.
 NV0257
 NV0257;                    North         East     Units Scale Factor Converg.
 NV0257;SPC ID C     -   114,398.426   457,154.510   MT  0.99996994   -0 21 16.5
 NV0257;UTM  11      - 4,729,969.049   702,903.960   MT  1.00010654   +1 40 49.1
 NV0257
 NV0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0257!SPC ID C     -   0.99982493  x   0.99996994  =   0.99979487
 NV0257!UTM  11      -   0.99982493  x   1.00010654  =   0.99993145
 NV0257
 NV0257|---------------------------------------------------------------------|
 NV0257| PID    Reference Object                     Distance      Geod. Az  |
 NV0257|                                                           dddmmss.s |
 NV0257| NV0256 IDA 80 107 AZ MK                    228.696 METERS 12845     |
 NV0257| NV1082 TRAIL RESET                         APPROX. 3.5 KM 2140336.6 |
 NV0257|---------------------------------------------------------------------|
 NV0257
 NV0257                          SUPERSEDED SURVEY CONTROL
 NV0257
 NV0257  NAD 83(1986)-  42 41 43.55037(N)    114 31 22.43463(W) AD(       ) 3
 NV0257  NAD 27      -  42 41 43.88560(N)    114 31 19.28280(W) AD(       ) 3
 NV0257  NGVD 29 (??/??/92) 1130.892  (m)         3710.27   (f) ADJ UNCH    2 0
 NV0257
 NV0257.Superseded values are not recommended for survey control.
 NV0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0257.See file dsdata.txt to determine how the superseded data were derived.
 NV0257
 NV0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0290429969(NAD 83)
 NV0257_MARKER: DD = SURVEY DISK
 NV0257_SETTING: 80 = SET IN A BOULDER
 NV0257_SP_SET: BOULDER
 NV0257_STAMPING: IDA 80-107 A 1959
 NV0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0257+STABILITY: SURFACE MOTION
 NV0257
 NV0257  HISTORY     - Date     Condition        Report By
 NV0257  HISTORY     - 1959     MONUMENTED       CGS
 NV0257  HISTORY     - 1959     GOOD             NGS
 NV0257  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0257
 NV0257                          STATION DESCRIPTION
 NV0257
 NV0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0257'THE STATION IS 2.0 MILES SOUTH AND 0.25 MILE WEST OF THE
 NV0257'INTERSECTION OF STATE ROUTES 25 AND 79, ABOUT 115 FEET NORTH
 NV0257'OF THE CENTER LINE OF AN OILED ROAD (200 SOUTH) AND IN THE
 NV0257'CENTER AT THE SOUTHWEST END OF A SMALL ROCKY KNOLL SURROUNDED
 NV0257'BY CULTIVATED FIELDS.
 NV0257'
 NV0257'THE STATION MARK IS A BRONZE DISK OF THE IDAHO HIGHWAY DEPARTMENT
 NV0257'SET IN CEMENT IN A DRILL HOLE IN AN EMBEDDED BOULDER FLUSH
 NV0257'WITH THE SURROUNDING SURFACE AND STAMPED IDA 80-107 A 1959.
 NV0257'
 NV0257'NO REFERENCE MARKS WERE SET.
 NV0257'
 NV0257'A 2-WHEEL DRIVE STATION EXCEPT FOR THE LAST 115 FEET.
 NV0257
 NV0257                          STATION RECOVERY (1959)
 NV0257
 NV0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NV0257'2.25 MI S FROM JEROME.
 NV0257'2.0 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0257'HIGHWAYS 25 AND 79 AT JEROME, THENCE 0.25 MILE WEST TO A SMALL ROCKY
 NV0257'KNOLL.  ABOUT 200 FEET SOUTH OF A PAVED ROAD, SET IN A DRILL HOLE IN A
 NV0257'BOULDER FLUSH WITH THE GROUND.
 NV0257
 NV0257                          STATION RECOVERY (1978)
 NV0257
 NV0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0260 ***********************************************************************
 NV0260  DESIGNATION -  IDA 80 107 RM 1
 NV0260  PID         -  NV0260
 NV0260  STATE/COUNTY-  ID/JEROME
 NV0260  USGS QUAD   -  JEROME (1982)
 NV0260
 NV0260                         *CURRENT SURVEY CONTROL
 NV0260  ___________________________________________________________________
 NV0260* NAD 83(1986)-  42 42 05.     (N)    114 31 26.     (W)     SCALED    
 NV0260* NAVD 88     -      1137.503  (meters)    3731.96   (feet)  ADJUSTED  
 NV0260  ___________________________________________________________________
 NV0260  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0260  DYNAMIC HT  -        1136.909 (meters)    3730.01  (feet)  COMP
 NV0260  MODELED GRAV-     980,059.2   (mgal)                       NAVD 88
 NV0260
 NV0260  VERT ORDER  -  SECOND    CLASS 0
 NV0260
 NV0260.The horizontal coordinates were scaled from a topographic map and have
 NV0260.an estimated accuracy of +/- 6 seconds.
 NV0260
 NV0260.The orthometric height was determined by differential leveling
 NV0260.and adjusted by the National Geodetic Survey in June 1991..
 NV0260
 NV0260.The geoid height was determined by GEOID03.
 NV0260
 NV0260.The dynamic height is computed by dividing the NAVD 88
 NV0260.geopotential number by the normal gravity value computed on the
 NV0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0260.degrees latitude (g = 980.6199 gals.).
 NV0260
 NV0260.The modeled gravity was interpolated from observed gravity values.
 NV0260
 NV0260;                    North         East    Units  Estimated Accuracy
 NV0260;SPC ID C     -   115,060.      457,080.      MT  (+/- 180 meters Scaled)
 NV0260
 NV0260                          SUPERSEDED SURVEY CONTROL
 NV0260
 NV0260  NGVD 29 (??/??/92) 1136.622  (m)         3729.07   (f) ADJ UNCH    2 0
 NV0260
 NV0260.Superseded values are not recommended for survey control.
 NV0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0260.See file dsdata.txt to determine how the superseded data were derived.
 NV0260
 NV0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH028306(NAD 83)
 NV0260_MARKER: DR = REFERENCE MARK DISK
 NV0260_SETTING: 66 = SET IN ROCK OUTCROP
 NV0260_SP_SET: BEDROCK
 NV0260_STAMPING: IDA 80-107 NO 1 1959
 NV0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0260+STABILITY: POSITION/ELEVATION WELL
 NV0260
 NV0260  HISTORY     - Date     Condition        Report By
 NV0260  HISTORY     - 1959     MONUMENTED       CGS
 NV0260
 NV0260                          STATION DESCRIPTION
 NV0260
 NV0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0260'1.75 MI S FROM JEROME.
 NV0260'1.5 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0260'HIGHWAYS 25 AND 79 AT JEROME, THENCE 0.25 MILE WEST TO THE TOP OF A
 NV0260'LAVA KNOLL.  45.01 FEET NORTHEAST OF THE STATION MARK, SET IN A DRILL
 NV0260'HOLE IN BEDROCK PROJECTING 15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0258 ***********************************************************************
 NV0258  DESIGNATION -  IDA 80 107 RM 2
 NV0258  PID         -  NV0258
 NV0258  STATE/COUNTY-  ID/JEROME
 NV0258  USGS QUAD   -  JEROME (1982)
 NV0258
 NV0258                         *CURRENT SURVEY CONTROL
 NV0258  ___________________________________________________________________
 NV0258* NAD 83(1986)-  42 42 05.     (N)    114 31 26.     (W)     SCALED    
 NV0258* NAVD 88     -      1137.315  (meters)    3731.34   (feet)  ADJUSTED  
 NV0258  ___________________________________________________________________
 NV0258  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0258  DYNAMIC HT  -        1136.720 (meters)    3729.39  (feet)  COMP
 NV0258  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 NV0258
 NV0258  VERT ORDER  -  SECOND    CLASS 0
 NV0258
 NV0258.The horizontal coordinates were scaled from a topographic map and have
 NV0258.an estimated accuracy of +/- 6 seconds.
 NV0258
 NV0258.The orthometric height was determined by differential leveling
 NV0258.and adjusted by the National Geodetic Survey in June 1991..
 NV0258
 NV0258.The geoid height was determined by GEOID03.
 NV0258
 NV0258.The dynamic height is computed by dividing the NAVD 88
 NV0258.geopotential number by the normal gravity value computed on the
 NV0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0258.degrees latitude (g = 980.6199 gals.).
 NV0258
 NV0258.The modeled gravity was interpolated from observed gravity values.
 NV0258
 NV0258;                    North         East    Units  Estimated Accuracy
 NV0258;SPC ID C     -   115,060.      457,080.      MT  (+/- 180 meters Scaled)
 NV0258
 NV0258                          SUPERSEDED SURVEY CONTROL
 NV0258
 NV0258  NGVD 29 (??/??/92) 1136.433  (m)         3728.45   (f) ADJ UNCH    2 0
 NV0258
 NV0258.Superseded values are not recommended for survey control.
 NV0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0258.See file dsdata.txt to determine how the superseded data were derived.
 NV0258
 NV0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH028306(NAD 83)
 NV0258_MARKER: DR = REFERENCE MARK DISK
 NV0258_SETTING: 66 = SET IN ROCK OUTCROP
 NV0258_SP_SET: BEDROCK
 NV0258_STAMPING: IDA 80-107 NO 2 1959
 NV0258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0258+STABILITY: POSITION/ELEVATION WELL
 NV0258
 NV0258  HISTORY     - Date     Condition        Report By
 NV0258  HISTORY     - 1959     MONUMENTED       CGS
 NV0258
 NV0258                          STATION DESCRIPTION
 NV0258
 NV0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0258'1.75 MI S FROM JEROME.
 NV0258'1.5 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0258'HIGHWAYS 25 AND 79 AT JEROME, THENCE 0.25 MILE WEST TO THE TOP OF A
 NV0258'LAVA KNOLL.  18.98 FEET SOUTHEAST OF THE STATION MARK, SET IN A DRILL
 NV0258'HOLE IN BEDROCK PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0251 ***********************************************************************
 NV0251  DESIGNATION -  IDA 80 108
 NV0251  PID         -  NV0251
 NV0251  STATE/COUNTY-  ID/JEROME
 NV0251  USGS QUAD   -  JEROME (1982)
 NV0251
 NV0251                         *CURRENT SURVEY CONTROL
 NV0251  ___________________________________________________________________
 NV0251* NAD 83(1992)-  42 40 28.16083(N)    114 30 12.97387(W)     ADJUSTED  
 NV0251* NAVD 88     -      1134.800  (meters)    3723.09   (feet)  ADJUSTED  
 NV0251  ___________________________________________________________________
 NV0251  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 NV0251  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 NV0251  DYNAMIC HT  -        1134.203 (meters)    3721.13  (feet)  COMP
 NV0251  MODELED GRAV-     980,055.7   (mgal)                       NAVD 88
 NV0251
 NV0251  HORZ ORDER  -  THIRD
 NV0251  VERT ORDER  -  SECOND    CLASS 0
 NV0251
 NV0251.The horizontal coordinates were established by classical geodetic methods
 NV0251.and adjusted by the National Geodetic Survey in July 1992..
 NV0251
 NV0251.The orthometric height was determined by differential leveling
 NV0251.and adjusted by the National Geodetic Survey in June 1991..
 NV0251
 NV0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0251
 NV0251.The geoid height was determined by GEOID03.
 NV0251
 NV0251.The dynamic height is computed by dividing the NAVD 88
 NV0251.geopotential number by the normal gravity value computed on the
 NV0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0251.degrees latitude (g = 980.6199 gals.).
 NV0251
 NV0251.The modeled gravity was interpolated from observed gravity values.
 NV0251
 NV0251;                    North         East     Units Scale Factor Converg.
 NV0251;SPC ID C     -   112,062.566   458,721.680   MT  0.99996832   -0 20 28.9
 NV0251;UTM  11      - 4,727,689.975   704,553.301   MT  1.00011481   +1 41 33.8
 NV0251
 NV0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0251!SPC ID C     -   0.99982445  x   0.99996832  =   0.99979278
 NV0251!UTM  11      -   0.99982445  x   1.00011481  =   0.99993924
 NV0251
 NV0251:                Primary Azimuth Mark                     Grid Az
 NV0251:SPC ID C     -  BARRY                                    132 10 34.8
 NV0251:UTM  11      -  BARRY                                    130 08 32.1
 NV0251
 NV0251|---------------------------------------------------------------------|
 NV0251| PID    Reference Object                     Distance      Geod. Az  |
 NV0251|                                                           dddmmss.s |
 NV0251| NV0108 BARRY                               APPROX. 4.5 KM 1315005.9 |
 NV0251| NV0250 IDA 80 108 RM 1                      19.776 METERS 24720     |
 NV0251| NV0252 IDA 80 108 RM 2                      19.603 METERS 33450     |
 NV0251|---------------------------------------------------------------------|
 NV0251
 NV0251                          SUPERSEDED SURVEY CONTROL
 NV0251
 NV0251  NAD 83(1986)-  42 40 28.15928(N)    114 30 12.97127(W) AD(       ) 3
 NV0251  NAD 27      -  42 40 28.49270(N)    114 30 09.82260(W) AD(       ) 3
 NV0251  NGVD 29 (??/??/92) 1133.920  (m)         3720.20   (f) ADJ UNCH    2 0
 NV0251
 NV0251.Superseded values are not recommended for survey control.
 NV0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0251.See file dsdata.txt to determine how the superseded data were derived.
 NV0251
 NV0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0455327690(NAD 83)
 NV0251_MARKER: DS = TRIANGULATION STATION DISK
 NV0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0251_STAMPING: IDA 80-108 1959
 NV0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0251+STABILITY: SURFACE MOTION
 NV0251
 NV0251  HISTORY     - Date     Condition        Report By
 NV0251  HISTORY     - 1959     MONUMENTED       CGS
 NV0251  HISTORY     - 1959     GOOD             CGS
 NV0251  HISTORY     - 1978     GOOD             USGS
 NV0251
 NV0251                          STATION DESCRIPTION
 NV0251
 NV0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0251'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF JEROME ON THE
 NV0251'SUMMIT OF A FLAT SANDY RISE, ABOUT 75 YARDS SOUTHWEST OF A
 NV0251'LONE COTTONWOOD TREE AND 8 FEET NORTH OF A METAL WITNESS
 NV0251'POST WITH SIGN.
 NV0251'
 NV0251'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 25 AND STATE
 NV0251'HIGHWAY 79 AT JEROME GO SOUTH ON STATE HIGHWAY 79 FOR 3.8
 NV0251'MILES TO A PAVED CROSS ROAD AT THE CANYONSIDE SCHOOL.  TURN
 NV0251'LEFT, EAST, AND GO 0.8 MILE TO A GRAVEL CROSS ROAD.  TURN
 NV0251'LEFT, NORTH, AND GO 0.45 MILE TO A SIDE ROAD LEFT.  TURN LEFT,
 NV0251'WEST, AND GO 0.1 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT,
 NV0251'NORTH, THRU GATE AND GO 0.1 MILE TO THE STATION.
 NV0251'
 NV0251'THE STATION MARK, STAMPED IDA 80-108 1959, IS A STANDARD
 NV0251'TRIANGULATION DISK SET IN A SQUARE CONCRETE POST PROJECTING
 NV0251'3 INCHES.
 NV0251'
 NV0251'REFERENCE MARK NO. 1, STAMPED IDA 80-108 NO 1 1959, IS A STANDARD
 NV0251'DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS
 NV0251'ABOUT LEVEL WITH THE STATION.
 NV0251'
 NV0251'REFERENCE MARK NO. 2, STAMPED IDA 80-108 NO 2 1959, IS A
 NV0251'STANDARD DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 NV0251'GROUND AND IS ABOUT LEVEL WITH THE STATION.
 NV0251
 NV0251                          STATION RECOVERY (1959)
 NV0251
 NV0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NV0251'5.25 MI SE FROM JEROME.
 NV0251'3.8 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0251'HIGHWAYS 25 AND 79 AT JEROME, THENCE 0.8 MILE EAST, THENCE 0.55 MILE
 NV0251'NORTH, THENCE 0.1 MILE WEST.  64.88 FEET EAST OF R.M. 1, 64.31 FEET
 NV0251'SOUTHEAST OF R.M. 2, ABOUT 75 YARDS SOUTHWEST OF A LONE COTTONWOOD
 NV0251'TREE, 8 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE
 NV0251'CONCRETE POST PROJECTING 3 INCHES.
 NV0251
 NV0251                          STATION RECOVERY (1978)
 NV0251
 NV0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0251'2.4 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0251'HIGHWAYS 25 AND 79 AT JEROME TO THE JUNCTION WITH INTERSTATE 80N,
 NV0251'THENCE CONTINUE ON SOUTH ON COUNTY ROAD FOR 1.6 MILES TO CROSSROAD,
 NV0251'TURN EAST AND GO 1.6 MILES, 250 FEET NORTHEAST OF A HOUSE, 150 FEET
 NV0251'NORTHWEST OF A HOUSE, 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3
 NV0251'1/2 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL
 NV0251'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0253 ***********************************************************************
 NV0253  DESIGNATION -  IDA 80 108 A
 NV0253  PID         -  NV0253
 NV0253  STATE/COUNTY-  ID/JEROME
 NV0253  USGS QUAD   -  JEROME (1982)
 NV0253
 NV0253                         *CURRENT SURVEY CONTROL
 NV0253  ___________________________________________________________________
 NV0253* NAD 83(1992)-  42 40 51.41153(N)    114 30 34.24568(W)     ADJUSTED  
 NV0253* NAVD 88     -      1128.540  (meters)    3702.55   (feet)  ADJUSTED  
 NV0253  ___________________________________________________________________
 NV0253  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 NV0253  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 NV0253  DYNAMIC HT  -        1127.946 (meters)    3700.60  (feet)  COMP
 NV0253  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 NV0253
 NV0253  HORZ ORDER  -  THIRD
 NV0253  VERT ORDER  -  SECOND    CLASS 0
 NV0253
 NV0253.The horizontal coordinates were established by classical geodetic methods
 NV0253.and adjusted by the National Geodetic Survey in July 1992..
 NV0253
 NV0253.The orthometric height was determined by differential leveling
 NV0253.and adjusted by the National Geodetic Survey in June 1991..
 NV0253
 NV0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0253
 NV0253.The geoid height was determined by GEOID03.
 NV0253
 NV0253.The dynamic height is computed by dividing the NAVD 88
 NV0253.geopotential number by the normal gravity value computed on the
 NV0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0253.degrees latitude (g = 980.6199 gals.).
 NV0253
 NV0253.The modeled gravity was interpolated from observed gravity values.
 NV0253
 NV0253;                    North         East     Units Scale Factor Converg.
 NV0253;SPC ID C     -   112,782.888   458,241.681   MT  0.99996881   -0 20 43.5
 NV0253;UTM  11      - 4,728,392.907   704,047.962   MT  1.00011227   +1 41 20.1
 NV0253
 NV0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0253!SPC ID C     -   0.99982543  x   0.99996881  =   0.99979425
 NV0253!UTM  11      -   0.99982543  x   1.00011227  =   0.99993768
 NV0253
 NV0253:                Primary Azimuth Mark                     Grid Az
 NV0253:SPC ID C     -  IDA 80 108                               146 19 18.6
 NV0253:UTM  11      -  IDA 80 108                               144 17 15.0
 NV0253
 NV0253|---------------------------------------------------------------------|
 NV0253| PID    Reference Object                     Distance      Geod. Az  |
 NV0253|                                                           dddmmss.s |
 NV0253| NV0251 IDA 80 108                          APPROX. 0.9 KM 1455835.1 |
 NV0253|---------------------------------------------------------------------|
 NV0253
 NV0253                          SUPERSEDED SURVEY CONTROL
 NV0253
 NV0253  NAD 83(1986)-  42 40 51.41001(N)    114 30 34.24314(W) AD(       ) 3
 NV0253  NAD 27      -  42 40 51.74420(N)    114 30 31.09330(W) AD(       ) 3
 NV0253  NGVD 29 (??/??/92) 1127.659  (m)         3699.66   (f) ADJ UNCH    2 0
 NV0253
 NV0253.Superseded values are not recommended for survey control.
 NV0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0253.See file dsdata.txt to determine how the superseded data were derived.
 NV0253
 NV0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0404828393(NAD 83)
 NV0253_MARKER: DD = SURVEY DISK
 NV0253_SETTING: 0 = UNSPECIFIED SETTING
 NV0253_STAMPING: IDA 80-108 A 1959
 NV0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0253
 NV0253  HISTORY     - Date     Condition        Report By
 NV0253  HISTORY     - 1959     MONUMENTED       CGS
 NV0253  HISTORY     - 1959     GOOD             NGS
 NV0253  HISTORY     - 1978     GOOD             USGS
 NV0253
 NV0253                          STATION DESCRIPTION
 NV0253
 NV0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0253'NO REFERENCE MARKS
 NV0253'
 NV0253'THE STATION IS 2.8 MILES SOUTH AND 0.4 MILE EAST OF THE
 NV0253'CENTER OF JEROME, IN A PASTURE AREA AND ABOUT 500 FEET
 NV0253'NORTHWEST OF A STONE RANCH HOUSE.
 NV0253'
 NV0253'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 25 AND STATE
 NV0253'HIGHWAY 79 AT JEROME GO SOUTH ON STATE HIGHWAY 79 FOR 2.8
 NV0253'MILES TO A PAVED CROSS ROAD.  TURN LEFT, EAST, AND GO 0.4
 NV0253'MILE TO THE SUMMIT OF A SLIGHT RISE AND THE STATION ON THE
 NV0253'LEFT.
 NV0253'
 NV0253'THE STATION MARK, STAMPED IDA 80-108 A 1959, IS A IDAHO DEPT.
 NV0253'OF HIGHWAYS BRONZE DISK SET IN A DRILL HOLE IN BEDROCK 4
 NV0253'INCHES BELOW THE GROUND SURFACE.  THE STATION IS ABOUT 125
 NV0253'FEET NORTH OF THE CENTERLINE OF THE ROAD, 90 FEET NORTH OF A
 NV0253'FENCE LINE AND 2-1/2 FEET SOUTH OF A FENCE LINE.
 NV0253
 NV0253                          STATION RECOVERY (1959)
 NV0253
 NV0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NV0253'3.2 MI SE FROM JEROME.
 NV0253'2.8 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0253'HIGHWAYS 25 AND 79 AT JEROME, THENCE 0.4 MILE EAST ON A PAVED ROAD.
 NV0253'ABOUT 125 FEET NORTH OF THE CENTERLINE OF THE ROAD, 90 FEET NORTH OF A
 NV0253'FENCE LINE, 2 1/2 FEET SOUTH OF A FENCE LINE, SET IN A DRILL HOLE 4
 NV0253'INCHES BELOW THE GROUND SURFACE.
 NV0253
 NV0253                          STATION RECOVERY (1978)
 NV0253
 NV0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0253'2.3 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0253'HIGHWAYS 25 AND 79 AT JEROME TO THE JUNCTION WITH AN ACCESS ROAD
 NV0253'RUNNING SOUTHEAST ALONG INTERSTATE 80N, FOLLOW THIS 0.8 MILE TO
 NV0253'JUNCTION WITH EAST-WEST COUNTY ROAD, TURN EAST AND GO 0.1 MILE, MARK
 NV0253'IS ABOUT 125 FEET NORTH OF CENTERLINE OF THE ROAD, 90 FEET NORTH OF A
 NV0253'FENCE LINE, 2 1/2 FEET SOUTH OF A FENCE LINE, SET IN A DRILL HOLE 4
 NV0253'INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0114 ***********************************************************************
 NV0114  DESIGNATION -  IDA 80 108 AZ MK
 NV0114  PID         -  NV0114
 NV0114  STATE/COUNTY-  ID/JEROME
 NV0114  USGS QUAD   -  FALLS CITY (1992)
 NV0114
 NV0114                         *CURRENT SURVEY CONTROL
 NV0114  ___________________________________________________________________
 NV0114* NAD 83(1992)-  42 39 57.13750(N)    114 29 12.96016(W)     ADJUSTED  
 NV0114* NAVD 88     -      1129.133  (meters)    3704.50   (feet)  ADJUSTED  
 NV0114  ___________________________________________________________________
 NV0114  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 NV0114  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0114  DYNAMIC HT  -        1128.538 (meters)    3702.55  (feet)  COMP
 NV0114  MODELED GRAV-     980,054.6   (mgal)                       NAVD 88
 NV0114
 NV0114  HORZ ORDER  -  SECOND
 NV0114  VERT ORDER  -  SECOND    CLASS 0
 NV0114
 NV0114.The horizontal coordinates were established by classical geodetic methods
 NV0114.and adjusted by the National Geodetic Survey in July 1992..
 NV0114
 NV0114.The orthometric height was determined by differential leveling
 NV0114.and adjusted by the National Geodetic Survey in June 1991..
 NV0114
 NV0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0114
 NV0114.The geoid height was determined by GEOID03.
 NV0114
 NV0114.The dynamic height is computed by dividing the NAVD 88
 NV0114.geopotential number by the normal gravity value computed on the
 NV0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0114.degrees latitude (g = 980.6199 gals.).
 NV0114
 NV0114.The modeled gravity was interpolated from observed gravity values.
 NV0114
 NV0114;                    North         East     Units Scale Factor Converg.
 NV0114;SPC ID C     -   111,097.311   460,082.578   MT  0.99996696   -0 19 48.0
 NV0114;UTM  11      - 4,726,773.489   705,947.810   MT  1.00012185   +1 42 13.5
 NV0114
 NV0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0114!SPC ID C     -   0.99982534  x   0.99996696  =   0.99979230
 NV0114!UTM  11      -   0.99982534  x   1.00012185  =   0.99994717
 NV0114
 NV0114:                Primary Azimuth Mark                     Grid Az
 NV0114:SPC ID C     -  BARRY                                    136 06 30.0
 NV0114:UTM  11      -  BARRY                                    134 04 28.5
 NV0114
 NV0114|---------------------------------------------------------------------|
 NV0114| PID    Reference Object                     Distance      Geod. Az  |
 NV0114|                                                           dddmmss.s |
 NV0114| NV0108 BARRY                               APPROX. 2.9 KM 1354642.0 |
 NV0114|---------------------------------------------------------------------|
 NV0114
 NV0114                          SUPERSEDED SURVEY CONTROL
 NV0114
 NV0114  NAD 83(1986)-  42 39 57.13594(N)    114 29 12.95752(W) AD(       ) 2
 NV0114  NAD 27      -  42 39 57.46870(N)    114 29 09.81270(W) AD(       ) 2
 NV0114  NGVD 29 (??/??/92) 1128.253  (m)         3701.61   (f) ADJ UNCH    2 0
 NV0114
 NV0114.Superseded values are not recommended for survey control.
 NV0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0114.See file dsdata.txt to determine how the superseded data were derived.
 NV0114
 NV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0594826773(NAD 83)
 NV0114_MARKER: DZ = AZIMUTH MARK DISK
 NV0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0114_STAMPING: IDA 80-108 1959
 NV0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0114+STABILITY: SURFACE MOTION
 NV0114
 NV0114  HISTORY     - Date     Condition        Report By
 NV0114  HISTORY     - 1959     MONUMENTED       CGS
 NV0114  HISTORY     - 1959     GOOD             CGS
 NV0114
 NV0114                          STATION DESCRIPTION
 NV0114
 NV0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0114'THE STATION IS 3.8 MILES SOUTH AND 1.5 MILES EAST OF THE
 NV0114'CENTER OF JEROME.
 NV0114'
 NV0114'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 25 AND STATE HIGHWAY
 NV0114'79 AT JEROME GO SOUTH ON STATE HIGHWAY 79 FOR 3.8 MILES TO A
 NV0114'PAVED CROSS ROAD AT THE CANYONSIDE SCHOOL.  TURN LEFT, EAST,
 NV0114'AND GO 1.5 MILES TO THE STATION ON THE RIGHT.
 NV0114'
 NV0114'THE STATION MARK, STAMPED IDA 80-108 1959, IS A STANDARD DISK
 NV0114'SET IN A CONCRETE POST PROJECTING 3 INCHES.  THE STATION IS
 NV0114'ABOUT 50 YARDS EAST-SOUTHEAST OF THE MAIL BOX OF MR. W.C.
 NV0114'DAVIS, 30 FEET EAST OF A IRRIGATION DITCH, 22 FEET SOUTH
 NV0114'OF THE CENTERLINE OF THE ROAD, 3-1/2 FEET EAST OF A METAL
 NV0114'WITNESS POST WITH SIGN AND 2 FEET NORTH OF A FENCE LINE.
 NV0114
 NV0114                          STATION RECOVERY (1959)
 NV0114
 NV0114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NV0114'5.3 MI SE FROM JEROME.
 NV0114'3.8 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0114'HIGHWAYS 25 AND 79 AT JEROME, THENCE 1.5 MILES EAST.  50 YARDS
 NV0114'SOUTHEAST OF THE MAIL BOX OF MR. W.C. DAVIS, 30 FEET EAST OF A
 NV0114'IRRIGATION DITCH, 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 1/2
 NV0114'FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL
 NV0114'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0112 ***********************************************************************
 NV0112  DESIGNATION -  IDA 80 108 B
 NV0112  PID         -  NV0112
 NV0112  STATE/COUNTY-  ID/JEROME
 NV0112  USGS QUAD   -  FALLS CITY (1992)
 NV0112
 NV0112                         *CURRENT SURVEY CONTROL
 NV0112  ___________________________________________________________________
 NV0112* NAD 83(1992)-  42 39 25.38857(N)    114 28 49.55777(W)     ADJUSTED  
 NV0112* NAVD 88     -      1118.649  (meters)    3670.10   (feet)  ADJUSTED  
 NV0112  ___________________________________________________________________
 NV0112  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 NV0112  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0112  DYNAMIC HT  -        1118.059 (meters)    3668.17  (feet)  COMP
 NV0112  MODELED GRAV-     980,055.7   (mgal)                       NAVD 88
 NV0112
 NV0112  HORZ ORDER  -  THIRD
 NV0112  VERT ORDER  -  SECOND    CLASS 0
 NV0112
 NV0112.The horizontal coordinates were established by classical geodetic methods
 NV0112.and adjusted by the National Geodetic Survey in July 1992..
 NV0112
 NV0112.The orthometric height was determined by differential leveling
 NV0112.and adjusted by the National Geodetic Survey in June 1991..
 NV0112
 NV0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0112
 NV0112.The geoid height was determined by GEOID03.
 NV0112
 NV0112.The dynamic height is computed by dividing the NAVD 88
 NV0112.geopotential number by the normal gravity value computed on the
 NV0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0112.degrees latitude (g = 980.6199 gals.).
 NV0112
 NV0112.The modeled gravity was interpolated from observed gravity values.
 NV0112
 NV0112;                    North         East     Units Scale Factor Converg.
 NV0112;SPC ID C     -   110,114.625   460,609.919   MT  0.99996645   -0 19 32.0
 NV0112;UTM  11      - 4,725,809.985   706,509.778   MT  1.00012471   +1 42 28.4
 NV0112
 NV0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0112!SPC ID C     -   0.99982698  x   0.99996645  =   0.99979344
 NV0112!UTM  11      -   0.99982698  x   1.00012471  =   0.99995167
 NV0112
 NV0112:                Primary Azimuth Mark                     Grid Az
 NV0112:SPC ID C     -  BARRY                                    126 42 21.9
 NV0112:UTM  11      -  BARRY                                    124 40 21.5
 NV0112
 NV0112|---------------------------------------------------------------------|
 NV0112| PID    Reference Object                     Distance      Geod. Az  |
 NV0112|                                                           dddmmss.s |
 NV0112| NV0108 BARRY                               APPROX. 1.8 KM 1262249.9 |
 NV0112|---------------------------------------------------------------------|
 NV0112
 NV0112                          SUPERSEDED SURVEY CONTROL
 NV0112
 NV0112  NAD 83(1986)-  42 39 25.38701(N)    114 28 49.55513(W) AD(       ) 3
 NV0112  NAD 27      -  42 39 25.71880(N)    114 28 46.41100(W) AD(       ) 3
 NV0112  NGVD 29 (??/??/92) 1117.769  (m)         3667.21   (f) ADJ UNCH    2 0
 NV0112
 NV0112.Superseded values are not recommended for survey control.
 NV0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0112.See file dsdata.txt to determine how the superseded data were derived.
 NV0112
 NV0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0651025810(NAD 83)
 NV0112_MARKER: DD = SURVEY DISK
 NV0112_SETTING: 80 = SET IN A BOULDER
 NV0112_SP_SET: BOULDER
 NV0112_STAMPING: IDA 80-108 B 1959
 NV0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0112+STABILITY: SURFACE MOTION
 NV0112
 NV0112  HISTORY     - Date     Condition        Report By
 NV0112  HISTORY     - 1959     MONUMENTED       CGS
 NV0112  HISTORY     - 1959     GOOD             NGS
 NV0112  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0112
 NV0112                          STATION DESCRIPTION
 NV0112
 NV0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0112'THE STATION IS 4.4 MILES SOUTH AND 1.8 MILES EAST OF THE
 NV0112'CENTER OF JEROME AND ON THE SOUTH SLOPE OF A SMALL GRASSY KNOLL.
 NV0112'
 NV0112'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 25 AND STATE
 NV0112'HIGHWAY 79 AT JEROME GO SOUTH ON STATE HIGHWAY 79 FOR 3.8
 NV0112'MILES TO A PAVED CROSS ROAD AT THE CANYONSIDE SCHOOL.  TURN
 NV0112'LEFT, EAST, AND GO 1.7 MILES TO A GRAVEL CROSS ROAD.  TURN
 NV0112'RIGHT, SOUTH, AND GO 0.6 MILE TO A WIRE GATE ON THE LEFT.
 NV0112'TURN LEFT, EAST, ON A TRACK ROAD AND GO 0.1 MILE TO THE
 NV0112'STATION ON THE LEFT.
 NV0112'
 NV0112'THE STATION MARK, STAMPED IDA 80-108 B 1959, IS A IDAHO DEPT.
 NV0112'OF HIGHWAYS BRONZE DISK SET IN A DRILL HOLE IN A BURIED BOULDER
 NV0112'FLUSH WITH THE GROUND.  THE STATION IS 36 FEET NORTH OF THE
 NV0112'TRACK ROAD AND 8-1/2 FEET NORTHWEST OF A METAL WITNESS POST.
 NV0112
 NV0112                          STATION RECOVERY (1959)
 NV0112
 NV0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NV0112'6.2 MI SE FROM JEROME.
 NV0112'3.8 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0112'HIGHWAYS 25 AND 79 AT JEROME, THENCE 1.7 MILES EAST, THENCE 0.6 MILE
 NV0112'SOUTH, THENCE 0.1 MILE EAST.  36 FEET NORTH OF A TRACK ROAD, 8 1/2
 NV0112'FEET NORTHWEST OF A METAL WITNESS POST, SET IN A DRILL HOLE IN A
 NV0112'BOULDER FLUSH WITH THE GROUND.
 NV0112
 NV0112                          STATION RECOVERY (1978)
 NV0112
 NV0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0250 ***********************************************************************
 NV0250  DESIGNATION -  IDA 80 108 RM 1
 NV0250  PID         -  NV0250
 NV0250  STATE/COUNTY-  ID/JEROME
 NV0250  USGS QUAD   -  JEROME (1982)
 NV0250
 NV0250                         *CURRENT SURVEY CONTROL
 NV0250  ___________________________________________________________________
 NV0250* NAD 83(1986)-  42 40 28.     (N)    114 30 12.     (W)     SCALED    
 NV0250* NAVD 88     -      1134.632  (meters)    3722.54   (feet)  ADJUSTED  
 NV0250  ___________________________________________________________________
 NV0250  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 NV0250  DYNAMIC HT  -        1134.035 (meters)    3720.58  (feet)  COMP
 NV0250  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 NV0250
 NV0250  VERT ORDER  -  SECOND    CLASS 0
 NV0250
 NV0250.The horizontal coordinates were scaled from a topographic map and have
 NV0250.an estimated accuracy of +/- 6 seconds.
 NV0250
 NV0250.The orthometric height was determined by differential leveling
 NV0250.and adjusted by the National Geodetic Survey in June 1991..
 NV0250
 NV0250.The geoid height was determined by GEOID03.
 NV0250
 NV0250.The dynamic height is computed by dividing the NAVD 88
 NV0250.geopotential number by the normal gravity value computed on the
 NV0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0250.degrees latitude (g = 980.6199 gals.).
 NV0250
 NV0250.The modeled gravity was interpolated from observed gravity values.
 NV0250
 NV0250;                    North         East    Units  Estimated Accuracy
 NV0250;SPC ID C     -   112,060.      458,740.      MT  (+/- 180 meters Scaled)
 NV0250
 NV0250                          SUPERSEDED SURVEY CONTROL
 NV0250
 NV0250  NGVD 29 (??/??/92) 1133.752  (m)         3719.65   (f) ADJ UNCH    2 0
 NV0250
 NV0250.Superseded values are not recommended for survey control.
 NV0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0250.See file dsdata.txt to determine how the superseded data were derived.
 NV0250
 NV0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH045276(NAD 83)
 NV0250_MARKER: DR = REFERENCE MARK DISK
 NV0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0250_STAMPING: IDA 80-108 NO 1 1959
 NV0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0250+STABILITY: SURFACE MOTION
 NV0250
 NV0250  HISTORY     - Date     Condition        Report By
 NV0250  HISTORY     - 1959     MONUMENTED       CGS
 NV0250
 NV0250                          STATION DESCRIPTION
 NV0250
 NV0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0250'5.25 MI SE FROM JEROME.
 NV0250'3.8 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0250'HIGHWAYS 25 AND 79 AT JEROME, THENCE 0.8 MILE EAST, THENCE 0.55 MILE
 NV0250'NORTH, THENCE 0.1 MILE WEST.  64.88 FEET WEST OF THE STATION MARK, SET
 NV0250'IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0252 ***********************************************************************
 NV0252  DESIGNATION -  IDA 80 108 RM 2
 NV0252  PID         -  NV0252
 NV0252  STATE/COUNTY-  ID/JEROME
 NV0252  USGS QUAD   -  JEROME (1982)
 NV0252
 NV0252                         *CURRENT SURVEY CONTROL
 NV0252  ___________________________________________________________________
 NV0252* NAD 83(1986)-  42 40 28.     (N)    114 30 12.     (W)     SCALED    
 NV0252* NAVD 88     -      1134.800  (meters)    3723.09   (feet)  ADJUSTED  
 NV0252  ___________________________________________________________________
 NV0252  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 NV0252  DYNAMIC HT  -        1134.202 (meters)    3721.13  (feet)  COMP
 NV0252  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 NV0252
 NV0252  VERT ORDER  -  SECOND    CLASS 0
 NV0252
 NV0252.The horizontal coordinates were scaled from a topographic map and have
 NV0252.an estimated accuracy of +/- 6 seconds.
 NV0252
 NV0252.The orthometric height was determined by differential leveling
 NV0252.and adjusted by the National Geodetic Survey in June 1991..
 NV0252
 NV0252.The geoid height was determined by GEOID03.
 NV0252
 NV0252.The dynamic height is computed by dividing the NAVD 88
 NV0252.geopotential number by the normal gravity value computed on the
 NV0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0252.degrees latitude (g = 980.6199 gals.).
 NV0252
 NV0252.The modeled gravity was interpolated from observed gravity values.
 NV0252
 NV0252;                    North         East    Units  Estimated Accuracy
 NV0252;SPC ID C     -   112,060.      458,740.      MT  (+/- 180 meters Scaled)
 NV0252
 NV0252                          SUPERSEDED SURVEY CONTROL
 NV0252
 NV0252  NGVD 29 (??/??/92) 1133.920  (m)         3720.20   (f) ADJ UNCH    2 0
 NV0252
 NV0252.Superseded values are not recommended for survey control.
 NV0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0252.See file dsdata.txt to determine how the superseded data were derived.
 NV0252
 NV0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH045276(NAD 83)
 NV0252_MARKER: DR = REFERENCE MARK DISK
 NV0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0252_STAMPING: IDA 80-108 NO 2 1959
 NV0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0252+STABILITY: SURFACE MOTION
 NV0252
 NV0252  HISTORY     - Date     Condition        Report By
 NV0252  HISTORY     - 1959     MONUMENTED       CGS
 NV0252
 NV0252                          STATION DESCRIPTION
 NV0252
 NV0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0252'5.25 MI SE FROM JEROME.
 NV0252'3.8 MILES SOUTH ON STATE HIGHWAY 79 FROM THE JUNCTION OF STATE
 NV0252'HIGHWAYS 25 AND 79 AT JEROME, THENCE 0.8 MILE EAST, THENCE 0.55 MILE
 NV0252'NORTH, THENCE 0.1 MILE WEST.  64.31 FEET NORTHWEST OF THE STATION
 NV0252'MARK, SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0105 ***********************************************************************
 NV0105  DESIGNATION -  IDA 80 109
 NV0105  PID         -  NV0105
 NV0105  STATE/COUNTY-  ID/JEROME
 NV0105  USGS QUAD   -  FALLS CITY (1992)
 NV0105
 NV0105                         *CURRENT SURVEY CONTROL
 NV0105  ___________________________________________________________________
 NV0105* NAD 83(1992)-  42 39 00.71361(N)    114 26 48.07792(W)     ADJUSTED  
 NV0105* NAVD 88     -      1139.798  (meters)    3739.49   (feet)  ADJUSTED  
 NV0105  ___________________________________________________________________
 NV0105  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 NV0105  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 NV0105  DYNAMIC HT  -        1139.199 (meters)    3737.52  (feet)  COMP
 NV0105  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 NV0105
 NV0105  HORZ ORDER  -  THIRD
 NV0105  VERT ORDER  -  FIRST     CLASS II
 NV0105
 NV0105.The horizontal coordinates were established by classical geodetic methods
 NV0105.and adjusted by the National Geodetic Survey in July 1992..
 NV0105
 NV0105.The orthometric height was determined by differential leveling
 NV0105.and adjusted by the National Geodetic Survey in June 1991..
 NV0105
 NV0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0105
 NV0105.The geoid height was determined by GEOID03.
 NV0105
 NV0105.The dynamic height is computed by dividing the NAVD 88
 NV0105.geopotential number by the normal gravity value computed on the
 NV0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0105.degrees latitude (g = 980.6199 gals.).
 NV0105
 NV0105.The modeled gravity was interpolated from observed gravity values.
 NV0105
 NV0105;                    North         East     Units Scale Factor Converg.
 NV0105;SPC ID C     -   109,338.095   463,372.563   MT  0.99996387   -0 18 09.5
 NV0105;UTM  11      - 4,725,131.851   709,298.699   MT  1.00013898   +1 43 50.0
 NV0105
 NV0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0105!SPC ID C     -   0.99982366  x   0.99996387  =   0.99978753
 NV0105!UTM  11      -   0.99982366  x   1.00013898  =   0.99996261
 NV0105
 NV0105:                Primary Azimuth Mark                     Grid Az
 NV0105:SPC ID C     -  HIGHWAY 93 STA 301+45 200LT              177 25 18.0
 NV0105:UTM  11      -  HIGHWAY 93 STA 301+45 200LT              175 23 18.5
 NV0105
 NV0105|---------------------------------------------------------------------|
 NV0105| PID    Reference Object                     Distance      Geod. Az  |
 NV0105|                                                           dddmmss.s |
 NV0105| CD5525 HIGHWAY 93 STA 301+45 200LT                        1770708.5 |
 NV0105| NV0103 IDA 80 109 RM 1                      13.642 METERS 23641     |
 NV0105| NV0104 IDA 80 109 RM 2                      24.994 METERS 33900     |
 NV0105|---------------------------------------------------------------------|
 NV0105
 NV0105                          SUPERSEDED SURVEY CONTROL
 NV0105
 NV0105  NAD 83(1986)-  42 39 00.71205(N)    114 26 48.07521(W) AD(       ) 3
 NV0105  NAD 27      -  42 39 01.04380(N)    114 26 44.93750(W) AD(       ) 3
 NV0105  NGVD 29 (??/??/92) 1138.928  (m)         3736.63   (f) ADJ UNCH    1 2
 NV0105
 NV0105.Superseded values are not recommended for survey control.
 NV0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0105.See file dsdata.txt to determine how the superseded data were derived.
 NV0105
 NV0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0929925132(NAD 83)
 NV0105_MARKER: DE = TRAVERSE STATION DISK
 NV0105_SETTING: 80 = SET IN A BOULDER
 NV0105_SP_SET: BOULDER
 NV0105_STAMPING: IDA 80-109 1959
 NV0105_MARK LOGO: CGS   
 NV0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0105+STABILITY: SURFACE MOTION
 NV0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0105+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 NV0105
 NV0105  HISTORY     - Date     Condition        Report By
 NV0105  HISTORY     - 1959     MONUMENTED       CGS
 NV0105  HISTORY     - 1959     GOOD             CGS
 NV0105  HISTORY     - 1978     GOOD             NGS
 NV0105  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0105  HISTORY     - 1983     GOOD             NGS
 NV0105  HISTORY     - 20030426 GOOD             ORBITE
 NV0105
 NV0105                          STATION DESCRIPTION
 NV0105
 NV0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0105'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF JEROME, 5-1/2
 NV0105'MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 NV0105'HIGHWAY 93, 150 YARDS WEST OF U.S. HIGHWAY 93 AND ON THE
 NV0105'SOUTHWEST END OF A LAVA OUTCROP.
 NV0105'
 NV0105'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 25 AND STATE
 NV0105'HIGHWAY 79 AT JEROME GO EAST ON STATE HIGHWAY 25 FOR 4.0 MILES
 NV0105'TO THE JUNCTION OF STATE HIGHWAY 25 AND U.S. HIGHWAY 93.
 NV0105'TURN RIGHT, SOUTH, ON U.S. HIGHWAY 93 AND GO 2.0 MILES TO A
 NV0105'RAILROAD CROSSING.  CONTINUE SOUTH ON HIGHWAY FOR 2.9 MILES
 NV0105'TO A WIRE GATE ON THE RIGHT.  TURN RIGHT, WEST, PASS THRU
 NV0105'GATE, AND GO 0.05 MILE ON A TRACK ROAD, THENCE NORTH 0.15
 NV0105'MILE ON TRACK ROAD TO THE SUMMIT OF A SMALL LAVA RISE AND
 NV0105'STATION.
 NV0105'
 NV0105'THE STATION MARK, STAMPED IDA 80-109 1959, IS A STANDARD
 NV0105'TRAVERSE DISK SET IN A DRILL HOLE IN A BOULDER.
 NV0105'
 NV0105'REFERENCE MARK NO. 1, STAMPED IDA 80-109 NO 1 1959, IS A
 NV0105'STANDARD DISK SET IN A DRILL HOLE IN BEDROCK AND ABOUT 3
 NV0105'FEET LOWER THAN THE STATION.
 NV0105'
 NV0105'REFERENCE MARK NO. 2, STAMPED IDA 80-109 NO 2 1959, IS A
 NV0105'STANDARD DISK SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 NV0105'GROUND AND ABOUT 2 FEET LOWER THAN THE STATION.
 NV0105
 NV0105                          STATION RECOVERY (1959)
 NV0105
 NV0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NV0105'8.8 MI SE FROM JEROME.
 NV0105'4.0 MILES EAST ON STATE HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAYS
 NV0105'25 AND 79 AT JEROME TO THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 NV0105'HIGHWAY 93, THENCE 4.8 MILES SOUTH ON U.S. HIGHWAY 93, ABOUT 150 YARDS
 NV0105'WEST OF THE HIGHWAY, 81.97 FEET SOUTHEAST OF R.M. 2, 44.73 FEET
 NV0105'NORTHEAST OF R.M. 1, SET IN A DRILL HOLE IN A BOULDER.
 NV0105
 NV0105                          STATION RECOVERY (1978)
 NV0105
 NV0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NV0105'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NV0105'CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED.  THE RIGHT-OF-WAY
 NV0105'MARK MAY BE USED FOR THE AZIMUTH MARK.  LANDMARKS HAVE CHANGED, AND
 NV0105'THE ORIGINAL DESCRIPTION IS OBSOLETE.  A NEW AND COMPLETE
 NV0105'DESCRIPTION FOLLOWS.
 NV0105'
 NV0105'THE STATION IS ON LAND OWNED BY MR. VIRGIL L. BROCKMAN.
 NV0105'
 NV0105'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25, AND 79,
 NV0105'IN JEROME, GO EAST ON STATE HIGHWAY 25 FOR 3.9 MILES TO THE
 NV0105'JUNCTION WITH U.S. HIGHWAY 93, TURN RIGHT, AND GO SOUTH ON U.S.
 NV0105'HIGHWAY 93 FOR 5.0 MILES TO A TRACK ROAD RIGHT, TURN RIGHT, AND GO
 NV0105'WEST ON THE SOUTH SIDE OF THE FENCE FOR 0.1 MILE TO A TRACK ROAD
 NV0105'LEFT, TURN LEFT, AND GO SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO
 NV0105'THE STATION.
 NV0105'
 NV0105'THE STATION MARK, STAMPED IDA 80-109 1959, IS A STANDARD TRAVERSE
 NV0105'STATION DISK CEMENTED IN A DRILL HOLE IN A BOULDER, 200 FEET
 NV0105'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE TENNIS COURT, 73
 NV0105'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF MR. BROCKMANS
 NV0105'RESIDENCE, AND 23 FEET NORTHEAST OF THE GATE TO THE CHICKEN PEN.
 NV0105'CRUSHED ROCK HAS BEEN SPREAD AMONG THE BOULDERS IN THE VICINITY
 NV0105'OF THE STATION MARK.
 NV0105'
 NV0105'REFERENCE MARK NO. 1, STAMPED IDA 80-109 NO 1 1959, IS A STANDARD
 NV0105'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH, 20 FEET
 NV0105'SOUTHWEST OF THE GATE TO THE CHICKEN PEN, AND 4-1/2 FEET SOUTH OF
 NV0105'THE FENCE AROUND THE CHICKEN PEN.
 NV0105'
 NV0105'REFERENCE MARK NO. 2, STAMPED IDA 80-109 NO 2 1959, IS A STANDARD
 NV0105'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1-INCH, 51.5
 NV0105'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FENCE AROUND THE
 NV0105'CHICKEN PEN, AND 1-FOOT SOUTH OF A ROCK CAIRN.
 NV0105'
 NV0105'TO REACH THE RIGHT-OF-WAY MARK, AZIMUTH MARK, FROM THE STATION
 NV0105'RETURN TO U.S. HIGHWAY 93, AND GO SOUTH ON THE HIGHWAY FOR 0.6 MILE
 NV0105'TO THE APPROACH TO INTERSTATE 80N, AND THE MARK ON THE RIGHT, 250
 NV0105'FEET WEST OF THE CENTER OF U.S. HIGHWAY 93, 115 FEET EAST OF A T
 NV0105'FENCE CORNER, 58 FEET NORTH, AND 10 FEET HIGHER THAN THE APPROACH
 NV0105'LANE TO INTERSTATE 80-N, WESTBOUND, 2 FEET EAST OF A 4-INCH
 NV0105'ANGLE IRON PLACED IN THE GROUND, AND 1.5 FEET SOUTH OF A WITNESS
 NV0105'SIGN THAT WAS WIRED INTO THE RIGHT-OF-WAY FENCE LINE.  THE
 NV0105'DISK IS AN IDAHO STATE HIGHWAY RIGHT-OF-WAY DISK ON A PIPE THAT
 NV0105'PROJECTS 5-INCHES, AND IS SET IN A CONCRETE BASE, THE DISK
 NV0105'IS STAMPED STA 301+45 200 LT.
 NV0105'
 NV0105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 NV0105'SOUTHEAST OF JEROME.
 NV0105
 NV0105                          STATION RECOVERY (1978)
 NV0105
 NV0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0105'MARK NOT FOUND.
 NV0105
 NV0105                          STATION RECOVERY (1983)
 NV0105
 NV0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0105'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.0 KM
 NV0105'(6.25 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 NV0105'HIGHWAY 74 AT TWIN FALLS, THENCE 0.16 KM (0.1 MI) WEST ALONG A DIRT
 NV0105'ROAD LEADING TO MR. BROCKMANS RESIDENCE, IN TOP OF THE HIGHEST POINT
 NV0105'OF A 12 BY 20 FOOT VOLCANIC ROCK OUTCROP ON A SMALL KNOLL, 27.1 METERS
 NV0105'(89 FT) NORTHWEST OF THE NORTHWEST CORNER OF A MOBILE HOME,
 NV0105'25.0 METERS (82 FT) SOUTHEAST OF RM 2, 13.6 METERS (44.5 FT) NORTH OF
 NV0105'RM 1, 3.6 METERS (12 FT) NORTH OF THE SOUTH EDGE OF THE OUTCROP AND
 NV0105'2.4 METERS (8 FT) EAST OF THE WEST END OF THE OUTCROP.
 NV0105'THE MARK IS 0.6 M BELOW THE MOBILE HOME ROOF.
 NV0105
 NV0105                          STATION RECOVERY (2003)
 NV0105
 NV0105'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 NV0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0103 ***********************************************************************
 NV0103  DESIGNATION -  IDA 80 109 RM 1
 NV0103  PID         -  NV0103
 NV0103  STATE/COUNTY-  ID/JEROME
 NV0103  USGS QUAD   -  FALLS CITY (1992)
 NV0103
 NV0103                         *CURRENT SURVEY CONTROL
 NV0103  ___________________________________________________________________
 NV0103* NAD 83(1986)-  42 39 01.     (N)    114 26 48.     (W)     SCALED    
 NV0103* NAVD 88     -      1138.547  (meters)    3735.38   (feet)  ADJUSTED  
 NV0103  ___________________________________________________________________
 NV0103  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 NV0103  DYNAMIC HT  -        1137.949 (meters)    3733.42  (feet)  COMP
 NV0103  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 NV0103
 NV0103  VERT ORDER  -  SECOND    CLASS 0
 NV0103
 NV0103.The horizontal coordinates were scaled from a topographic map and have
 NV0103.an estimated accuracy of +/- 6 seconds.
 NV0103
 NV0103.The orthometric height was determined by differential leveling
 NV0103.and adjusted by the National Geodetic Survey in June 1991..
 NV0103
 NV0103.The geoid height was determined by GEOID03.
 NV0103
 NV0103.The dynamic height is computed by dividing the NAVD 88
 NV0103.geopotential number by the normal gravity value computed on the
 NV0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0103.degrees latitude (g = 980.6199 gals.).
 NV0103
 NV0103.The modeled gravity was interpolated from observed gravity values.
 NV0103
 NV0103;                    North         East    Units  Estimated Accuracy
 NV0103;SPC ID C     -   109,350.      463,370.      MT  (+/- 180 meters Scaled)
 NV0103
 NV0103                          SUPERSEDED SURVEY CONTROL
 NV0103
 NV0103  NGVD 29 (??/??/92) 1137.676  (m)         3732.53   (f) ADJ UNCH    2 0
 NV0103
 NV0103.Superseded values are not recommended for survey control.
 NV0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0103.See file dsdata.txt to determine how the superseded data were derived.
 NV0103
 NV0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH093251(NAD 83)
 NV0103_MARKER: DR = REFERENCE MARK DISK
 NV0103_SETTING: 66 = SET IN ROCK OUTCROP
 NV0103_SP_SET: BEDROCK
 NV0103_STAMPING: IDA 80-109 NO 1 1959
 NV0103_MARK LOGO: CGS   
 NV0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0103
 NV0103  HISTORY     - Date     Condition        Report By
 NV0103  HISTORY     - 1959     MONUMENTED       CGS
 NV0103  HISTORY     - 1983     SEE DESCRIPTION  NGS
 NV0103
 NV0103                          STATION DESCRIPTION
 NV0103
 NV0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0103'8.8 MI SE FROM JEROME.
 NV0103'4.0 MILES EAST ON STATE HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAYS
 NV0103'25 AND 79 AT JEROME TO THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 NV0103'HIGHWAY 93, THENCE 4.8 MILES SOUTH ON U.S. HIGHWAY 93.  ABOUT 150
 NV0103'YARDS WEST OF THE HIGHWAY, 44.73 FEET SOUTHWEST OF THE STATION MARK,
 NV0103'SET IN A DRILL HOLE IN BEDROCK AND ABOUT 3 FEET LOWER THAN THE
 NV0103'STATION.
 NV0103
 NV0103                          STATION RECOVERY (1983)
 NV0103
 NV0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0103'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  10.0 KM
 NV0103'(6.25 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 NV0103'HIGHWAY 74 AT TWIN FALLS, THENCE 0.16 KM (0.1 MI) WEST ALONG A DIRT
 NV0103'ROAD LEADING TO MR. BROCKMANS RESIDENCE, IN TOP OF THE EAST EDGE OF A
 NV0103'2 BY 3 FOOT PORTION OF VOLCANIC ROCK OUTCROP, 33.8 METERS (111 FT)
 NV0103'WEST OF THE NORTHWEST CORNER OF A MOBILE HOME, 13.6 METERS (44.5 FT)
 NV0103'SOUTHWEST OF THE STATION.  NOTE-SAGEBRUSH IS GROWING BETWEEN THE LARGE
 NV0103'FRACTURES IN THE OUTCROP.  MARK WILL NOT BE LEVELED TO, ITS ELEVATION
 NV0103'SHOULD BE USED WITH CAUTION.
 NV0103'THE MARK IS 1.2 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0104 ***********************************************************************
 NV0104  DESIGNATION -  IDA 80 109 RM 2
 NV0104  PID         -  NV0104
 NV0104  STATE/COUNTY-  ID/JEROME
 NV0104  USGS QUAD   -  FALLS CITY (1992)
 NV0104
 NV0104                         *CURRENT SURVEY CONTROL
 NV0104  ___________________________________________________________________
 NV0104* NAD 83(1986)-  42 39 01.     (N)    114 26 48.     (W)     SCALED    
 NV0104* NAVD 88     -      1138.783  (meters)    3736.16   (feet)  ADJUSTED  
 NV0104  ___________________________________________________________________
 NV0104  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 NV0104  DYNAMIC HT  -        1138.185 (meters)    3734.20  (feet)  COMP
 NV0104  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 NV0104
 NV0104  VERT ORDER  -  FIRST     CLASS II
 NV0104
 NV0104.The horizontal coordinates were scaled from a topographic map and have
 NV0104.an estimated accuracy of +/- 6 seconds.
 NV0104
 NV0104.The orthometric height was determined by differential leveling
 NV0104.and adjusted by the National Geodetic Survey in June 1991..
 NV0104
 NV0104.The geoid height was determined by GEOID03.
 NV0104
 NV0104.The dynamic height is computed by dividing the NAVD 88
 NV0104.geopotential number by the normal gravity value computed on the
 NV0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0104.degrees latitude (g = 980.6199 gals.).
 NV0104
 NV0104.The modeled gravity was interpolated from observed gravity values.
 NV0104
 NV0104;                    North         East    Units  Estimated Accuracy
 NV0104;SPC ID C     -   109,350.      463,370.      MT  (+/- 180 meters Scaled)
 NV0104
 NV0104                          SUPERSEDED SURVEY CONTROL
 NV0104
 NV0104  NGVD 29 (??/??/92) 1137.912  (m)         3733.30   (f) ADJ UNCH    1 2
 NV0104
 NV0104.Superseded values are not recommended for survey control.
 NV0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0104.See file dsdata.txt to determine how the superseded data were derived.
 NV0104
 NV0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH093251(NAD 83)
 NV0104_MARKER: DR = REFERENCE MARK DISK
 NV0104_SETTING: 66 = SET IN ROCK OUTCROP
 NV0104_SP_SET: BEDROCK
 NV0104_STAMPING: IDA 80-109 NO 2 1959
 NV0104_MARK LOGO: CGS   
 NV0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0104+STABILITY: POSITION/ELEVATION WELL
 NV0104
 NV0104  HISTORY     - Date     Condition        Report By
 NV0104  HISTORY     - 1959     MONUMENTED       CGS
 NV0104  HISTORY     - 1983     GOOD             NGS
 NV0104
 NV0104                          STATION DESCRIPTION
 NV0104
 NV0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0104'8.8 MI SE FROM JEROME.
 NV0104'4.0 MILES EAST ON STATE HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAYS
 NV0104'25 AND 79 AT JEROME TO THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 NV0104'HIGHWAY 93, THENCE 4.8 MILES SOUTH ON U.S. HIGHWAY 93, ABOUT 150 YARDS
 NV0104'WEST OF THE HIGHWAY, 81.97 FEET NORTHWEST OF THE STATION MARK, SET IN
 NV0104'A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND AND ABOUT 2 FEET LOWER
 NV0104'THAN THE STATION.
 NV0104
 NV0104                          STATION RECOVERY (1983)
 NV0104
 NV0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0104'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.0 KM
 NV0104'(6.25 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF STATE
 NV0104'HIGHWAY 74 AT TWIN FALLS, THENCE 0.16 KM (0.1 MI) WEST ALONG A DIRT
 NV0104'ROAD LEADING TO MR. BROCKMANS RESIDENCE, IN THE TOP CENTER OF A 3 BY 3
 NV0104'FOOT PORTION OF VOLCANIC ROCK OUTCROP FLUSH WITH THE SURFACE OF THE
 NV0104'GROUND, 46.0 METERS (151 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 NV0104'MOBILE HOME AND 25.0 METERS (82 FT) NORTHWEST OF THE STATION.
 NV0104'THE MARK IS 1.0 M BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0602 ***********************************************************************
 OH0602  DESIGNATION -  IDA 80 11
 OH0602  PID         -  OH0602
 OH0602  STATE/COUNTY-  ID/CANYON
 OH0602  USGS QUAD   -  SAND HOLLOW (1970)
 OH0602
 OH0602                         *CURRENT SURVEY CONTROL
 OH0602  ___________________________________________________________________
 OH0602* NAD 83(1992)-  43 46 37.70951(N)    116 43 11.15989(W)     ADJUSTED  
 OH0602* NAVD 88     -       778.929  (meters)    2555.54   (feet)  ADJUSTED  
 OH0602  ___________________________________________________________________
 OH0602  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 OH0602  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 OH0602  DYNAMIC HT  -         778.678 (meters)    2554.71  (feet)  COMP
 OH0602  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 OH0602
 OH0602  HORZ ORDER  -  SECOND
 OH0602  VERT ORDER  -  SECOND    CLASS 0
 OH0602
 OH0602.The horizontal coordinates were established by classical geodetic methods
 OH0602.and adjusted by the National Geodetic Survey in July 1992..
 OH0602
 OH0602.The orthometric height was determined by differential leveling
 OH0602.and adjusted by the National Geodetic Survey in June 1991..
 OH0602
 OH0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0602
 OH0602.The geoid height was determined by GEOID03.
 OH0602
 OH0602.The dynamic height is computed by dividing the NAVD 88
 OH0602.geopotential number by the normal gravity value computed on the
 OH0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0602.degrees latitude (g = 980.6199 gals.).
 OH0602
 OH0602.The modeled gravity was interpolated from observed gravity values.
 OH0602
 OH0602;                    North         East     Units Scale Factor Converg.
 OH0602;SPC ID W     -   234,888.497   721,933.198   MT  1.00000827   -0 40 15.5
 OH0602;UTM  11      - 4,847,159.082   522,551.392   MT  0.99960626   +0 11 38.0
 OH0602
 OH0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0602!SPC ID W     -   0.99988061  x   1.00000827  =   0.99988888
 OH0602!UTM  11      -   0.99988061  x   0.99960626  =   0.99948692
 OH0602
 OH0602|---------------------------------------------------------------------|
 OH0602| PID    Reference Object                     Distance      Geod. Az  |
 OH0602|                                                           dddmmss.s |
 OH0602| OH0601 IDA 80 11 RM 2                        9.163 METERS 04119     |
 OH0602| OH0586 IDA 80 14                           APPROX. 8.3 KM 1655212.7 |
 OH0602| OH0603 IDA 80 11 RM 1                        8.850 METERS 30353     |
 OH0602|---------------------------------------------------------------------|
 OH0602
 OH0602                          SUPERSEDED SURVEY CONTROL
 OH0602
 OH0602  NAD 83(1991)-  43 46 37.70947(N)    116 43 11.15905(W) AD(       ) 2
 OH0602  NAD 83(1986)-  43 46 37.70929(N)    116 43 11.15904(W) AD(       ) 2
 OH0602  NAD 27      -  43 46 38.12790(N)    116 43 07.64980(W) AD(       ) 2
 OH0602  NGVD 29 (??/??/92)  777.989  (m)         2552.45   (f) ADJ UNCH    2 0
 OH0602
 OH0602.Superseded values are not recommended for survey control.
 OH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0602.See file dsdata.txt to determine how the superseded data were derived.
 OH0602
 OH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2255147159(NAD 83)
 OH0602_MARKER: DS = TRIANGULATION STATION DISK
 OH0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0602_STAMPING: IDA 80-11 1959
 OH0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0602+STABILITY: SURFACE MOTION
 OH0602
 OH0602  HISTORY     - Date     Condition        Report By
 OH0602  HISTORY     - 1959     MONUMENTED       CGS
 OH0602  HISTORY     - 1959     GOOD             CGS
 OH0602  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OH0602  HISTORY     - 20030923 MARK NOT FOUND   IDTD
 OH0602
 OH0602                          STATION DESCRIPTION
 OH0602
 OH0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0602'THE STATION IS 8-1/2 MILES NORTHWEST OF CALDWELL, 200 YARDS
 OH0602'NORTHEAST OF AND ON THE SUMMIT OF THE FIRST PROMINENT RIDGE
 OH0602'WHICH CROSSES U.S. HIGHWAY 30.
 OH0602'
 OH0602'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE
 OH0602'ROUTE 44 NORTH OF CALDWELL GO NORTH ON U.S. HIGHWAY 30 FOR 5.3
 OH0602'MILES TO A SIDE ROAD RIGHT JUST AFTER PASSING THROUGH A SADDLE
 OH0602'ALONG U.S. HIGHWAY 30, TURN RIGHT FOR 0.05 MILE TO A FORK,
 OH0602'TURN RIGHT FOR 0.15 MILE TO THE SUMMIT AND THE STATION SITE.
 OH0602'
 OH0602'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0602'POST PROJECTING 2 INCHES AND STAMPED IDA 80-11 1959.  6 FEET
 OH0602'SOUTH WEST OF METAL WITNESS POST WITH SIGN.
 OH0602'
 OH0602'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0602'POST PROJECTING 3 INCHES AND STAMPED IDA 80-11 NO 1 1959.
 OH0602'
 OH0602'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0602'POST PROJECTING 3 INCHES AND STAMPED IDA 80-11 NO 2 1959.
 OH0602'
 OH0602'A 2-WHEEL DRIVE STATION.
 OH0602
 OH0602                          STATION RECOVERY (1959)
 OH0602
 OH0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0602'6.4 MI NW FROM CALDWELL.
 OH0602'6.4 MILES WESTERLY ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0602'U.S. HIGHWAYS 30 AND 20 AT CALDWELL, 0.05 MILE NORTH OF THE HIGHWAY,
 OH0602'30.0 FEET SOUTH OF R.M. 2, 29.05 FEET EAST OF R.M. 1, 6.5 FEET NORTH
 OH0602'OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST
 OH0602'PROJECTING 4 INCHES.
 OH0602
 OH0602                          STATION RECOVERY (1970)
 OH0602
 OH0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OH0602'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED AS
 OH0602'DESCRIBED.  A DIFFERENCE IN THE HORIZONTAL ANGLE TO REFERENCE
 OH0602'MARK NO. 2 WAS FOUND.  AN ALTERNATE TO REACH AND A NEW BOX
 OH0602'SCORE FOLLOWS.
 OH0602'
 OH0602'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 80N,
 OH0602'U.S. HIGHWAY 30, AND STATE HIGHWAY 44, WHICH IS ABOUT 2 MILES
 OH0602'NORTHWEST OF CALDWELL, GO EAST ON STATE HIGHWAY 44 FOR 0.15
 OH0602'MILE TO A CROSSROAD, TURN LEFT, AND GO NORTHWEST ON THE
 OH0602'MACADAM ROAD, (OLD U.S. HIGHWAY 30), FOR 4.1 MILES TO THE
 OH0602'FAITH ASSEMBLY CHURCH ON THE RIGHT, CONTINUE NORTHWEST ON THE
 OH0602'MACADAM ROAD FOR 1.2 MILES TO THE END OF TRUCK TRAVEL.  HIKE
 OH0602'NORTH-NORTHEAST FOR 400 FEET TO THE FIRST SUMMIT AND STATION.
 OH0602'
 OH0602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES
 OH0602'NORTHWEST OF CALDWELL.
 OH0602
 OH0602                          STATION RECOVERY (2003)
 OH0602
 OH0602'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (PRS)
 OH0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0603 ***********************************************************************
 OH0603  DESIGNATION -  IDA 80 11 RM 1
 OH0603  PID         -  OH0603
 OH0603  STATE/COUNTY-  ID/CANYON
 OH0603  USGS QUAD   -  SAND HOLLOW (1970)
 OH0603
 OH0603                         *CURRENT SURVEY CONTROL
 OH0603  ___________________________________________________________________
 OH0603* NAD 83(1986)-  43 46 38.     (N)    116 43 11.     (W)     SCALED    
 OH0603* NAVD 88     -       778.718  (meters)    2554.84   (feet)  ADJUSTED  
 OH0603  ___________________________________________________________________
 OH0603  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 OH0603  DYNAMIC HT  -         778.468 (meters)    2554.02  (feet)  COMP
 OH0603  MODELED GRAV-     980,270.9   (mgal)                       NAVD 88
 OH0603
 OH0603  VERT ORDER  -  SECOND    CLASS 0
 OH0603
 OH0603.The horizontal coordinates were scaled from a topographic map and have
 OH0603.an estimated accuracy of +/- 6 seconds.
 OH0603
 OH0603.The orthometric height was determined by differential leveling
 OH0603.and adjusted by the National Geodetic Survey in June 1991..
 OH0603
 OH0603.The geoid height was determined by GEOID03.
 OH0603
 OH0603.The dynamic height is computed by dividing the NAVD 88
 OH0603.geopotential number by the normal gravity value computed on the
 OH0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0603.degrees latitude (g = 980.6199 gals.).
 OH0603
 OH0603.The modeled gravity was interpolated from observed gravity values.
 OH0603
 OH0603;                    North         East    Units  Estimated Accuracy
 OH0603;SPC ID W     -   234,900.      721,940.      MT  (+/- 180 meters Scaled)
 OH0603
 OH0603                          SUPERSEDED SURVEY CONTROL
 OH0603
 OH0603  NGVD 29 (??/??/92)  777.778  (m)         2551.76   (f) ADJ UNCH    2 0
 OH0603
 OH0603.Superseded values are not recommended for survey control.
 OH0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0603.See file dsdata.txt to determine how the superseded data were derived.
 OH0603
 OH0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ225471(NAD 83)
 OH0603_MARKER: DR = REFERENCE MARK DISK
 OH0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0603_STAMPING: IDA 80-11 NO 1 1959
 OH0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0603+STABILITY: SURFACE MOTION
 OH0603
 OH0603  HISTORY     - Date     Condition        Report By
 OH0603  HISTORY     - 1959     MONUMENTED       CGS
 OH0603
 OH0603                          STATION DESCRIPTION
 OH0603
 OH0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0603'6.4 MI NW FROM CALDWELL.
 OH0603'6.4 MILES WESTERLY ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0603'U.S. HIGHWAY 30 AND 20 AT CALDWELL, 0.05 MILE NORTH OF THE HIGHWAY,
 OH0603'29.05 FEET WEST OF THE STATION MARK, SET IN A SQUARE CONCRETE POST
 OH0603'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0601 ***********************************************************************
 OH0601  DESIGNATION -  IDA 80 11 RM 2
 OH0601  PID         -  OH0601
 OH0601  STATE/COUNTY-  ID/CANYON
 OH0601  USGS QUAD   -  SAND HOLLOW (1970)
 OH0601
 OH0601                         *CURRENT SURVEY CONTROL
 OH0601  ___________________________________________________________________
 OH0601* NAD 83(1986)-  43 46 38.     (N)    116 43 11.     (W)     SCALED    
 OH0601* NAVD 88     -       778.765  (meters)    2555.00   (feet)  ADJUSTED  
 OH0601  ___________________________________________________________________
 OH0601  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 OH0601  DYNAMIC HT  -         778.514 (meters)    2554.17  (feet)  COMP
 OH0601  MODELED GRAV-     980,270.9   (mgal)                       NAVD 88
 OH0601
 OH0601  VERT ORDER  -  SECOND    CLASS 0
 OH0601
 OH0601.The horizontal coordinates were scaled from a topographic map and have
 OH0601.an estimated accuracy of +/- 6 seconds.
 OH0601
 OH0601.The orthometric height was determined by differential leveling
 OH0601.and adjusted by the National Geodetic Survey in June 1991..
 OH0601
 OH0601.The geoid height was determined by GEOID03.
 OH0601
 OH0601.The dynamic height is computed by dividing the NAVD 88
 OH0601.geopotential number by the normal gravity value computed on the
 OH0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0601.degrees latitude (g = 980.6199 gals.).
 OH0601
 OH0601.The modeled gravity was interpolated from observed gravity values.
 OH0601
 OH0601;                    North         East    Units  Estimated Accuracy
 OH0601;SPC ID W     -   234,900.      721,940.      MT  (+/- 180 meters Scaled)
 OH0601
 OH0601                          SUPERSEDED SURVEY CONTROL
 OH0601
 OH0601  NGVD 29 (??/??/92)  777.825  (m)         2551.91   (f) ADJ UNCH    2 0
 OH0601
 OH0601.Superseded values are not recommended for survey control.
 OH0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0601.See file dsdata.txt to determine how the superseded data were derived.
 OH0601
 OH0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ225471(NAD 83)
 OH0601_MARKER: DR = REFERENCE MARK DISK
 OH0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0601_STAMPING: IDA 80-11 NO 2 1959
 OH0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0601+STABILITY: SURFACE MOTION
 OH0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0601+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 OH0601
 OH0601  HISTORY     - Date     Condition        Report By
 OH0601  HISTORY     - 1959     MONUMENTED       CGS
 OH0601  HISTORY     - 20010625 GOOD             INDIV
 OH0601  HISTORY     - 20030923 GOOD             IDTD
 OH0601
 OH0601                          STATION DESCRIPTION
 OH0601
 OH0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0601'6.4 MI NW FROM CALDWELL.
 OH0601'6.4 MILES WESTERLY ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0601'U.S. HIGHWAYS 30 AND 20 AT CALDWELL, 0.05 MILE NORTH OF THE HIGHWAY,
 OH0601'30.0 FEET NORTH OF THE STATION MARK, SET IN A SQUARE CONCRETE POST
 OH0601'PROJECTING 3 INCHES.
 OH0601
 OH0601                          STATION RECOVERY (2001)
 OH0601
 OH0601'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MSB)
 OH0601'FOUND IDA 80 11 RM2 BRASS DISK IN SQUARE CONCRETE POST.
 OH0601'MONUMENT FALLS IN DIRT DRIVEWAY 20'+/- NORTHWEST OF THE HOUSE ON THE
 OH0601'HILL.
 OH0601'DID NOT FIND IDA 80 11.
 OH0601
 OH0601                          STATION RECOVERY (2003)
 OH0601
 OH0601'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (PRS)
 OH0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0856 ***********************************************************************
 NV0856  DESIGNATION -  IDA 80 110
 NV0856  PID         -  NV0856
 NV0856  STATE/COUNTY-  ID/JEROME
 NV0856  USGS QUAD   -  FALLS CITY (1992)
 NV0856
 NV0856                         *CURRENT SURVEY CONTROL
 NV0856  ___________________________________________________________________
 NV0856* NAD 83(1992)-  42 38 48.79203(N)    114 25 17.00564(W)     ADJUSTED  
 NV0856* NAVD 88     -      1141.715  (meters)    3745.78   (feet)  ADJUSTED  
 NV0856  ___________________________________________________________________
 NV0856  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 NV0856  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 NV0856  DYNAMIC HT  -        1141.116 (meters)    3743.81  (feet)  COMP
 NV0856  MODELED GRAV-     980,057.3   (mgal)                       NAVD 88
 NV0856
 NV0856  HORZ ORDER  -  THIRD
 NV0856  VERT ORDER  -  FIRST     CLASS II
 NV0856
 NV0856.The horizontal coordinates were established by classical geodetic methods
 NV0856.and adjusted by the National Geodetic Survey in July 1992..
 NV0856
 NV0856.The orthometric height was determined by differential leveling
 NV0856.and adjusted by the National Geodetic Survey in June 1991..
 NV0856
 NV0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0856
 NV0856.The geoid height was determined by GEOID03.
 NV0856
 NV0856.The dynamic height is computed by dividing the NAVD 88
 NV0856.geopotential number by the normal gravity value computed on the
 NV0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0856.degrees latitude (g = 980.6199 gals.).
 NV0856
 NV0856.The modeled gravity was interpolated from observed gravity values.
 NV0856
 NV0856;                    North         East     Units Scale Factor Converg.
 NV0856;SPC ID C     -   108,959.600   465,445.101   MT  0.99996205   -0 17 07.7
 NV0856;UTM  11      - 4,724,827.067   711,383.738   MT  1.00014977   +1 44 51.3
 NV0856
 NV0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0856!SPC ID C     -   0.99982335  x   0.99996205  =   0.99978541
 NV0856!UTM  11      -   0.99982335  x   1.00014977  =   0.99997309
 NV0856
 NV0856:                Primary Azimuth Mark                     Grid Az
 NV0856:SPC ID C     -  SUGAR                                    008 37 11.2
 NV0856:UTM  11      -  SUGAR                                    006 35 12.2
 NV0856
 NV0856|---------------------------------------------------------------------|
 NV0856| PID    Reference Object                     Distance      Geod. Az  |
 NV0856|                                                           dddmmss.s |
 NV0856| NV0852 SUGAR                               APPROX. 2.1 KM 0082003.5 |
 NV0856| CD5319 IDA 80 110 RM 1                      10.668 METERS 15222     |
 NV0856| CD5320 IDA 80 110 RM 2                       6.843 METERS 29304     |
 NV0856|---------------------------------------------------------------------|
 NV0856
 NV0856                          SUPERSEDED SURVEY CONTROL
 NV0856
 NV0856  NAD 83(1986)-  42 38 48.79048(N)    114 25 17.00285(W) AD(       ) 3
 NV0856  NAD 27      -  42 38 49.12090(N)    114 25 13.86720(W) AD(       ) 3
 NV0856
 NV0856.Superseded values are not recommended for survey control.
 NV0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0856.See file dsdata.txt to determine how the superseded data were derived.
 NV0856
 NV0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1138424827(NAD 83)
 NV0856_MARKER: DS = TRIANGULATION STATION DISK
 NV0856_SETTING: 66 = SET IN ROCK OUTCROP
 NV0856_SP_SET: ROCK OUTCROP
 NV0856_STAMPING: IDA 80-110 1959
 NV0856_MARK LOGO: CGS   
 NV0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0856+STABILITY: POSITION/ELEVATION WELL
 NV0856
 NV0856  HISTORY     - Date     Condition        Report By
 NV0856  HISTORY     - 1959     MONUMENTED       CGS
 NV0856  HISTORY     - 1978     GOOD             NGS
 NV0856  HISTORY     - 1983     GOOD             NGS
 NV0856
 NV0856                          STATION DESCRIPTION
 NV0856
 NV0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0856'THE STATION IS ABOUT 7-1/2 MILES SOUTHEAST OF JEROME AND 5-1/2
 NV0856'MILES SOUTH AND 1-1/2 MILES EAST FROM THE JUNCTION OF U.S.
 NV0856'HIGHWAY 93 AND STATE HIGHWAY 25.  ON A LAVA OUTCROP IN
 NV0856'PASTURELAND 0.15 MILE EAST OF A POWER LINE.
 NV0856'
 NV0856'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 79 AND 25 IN
 NV0856'JEROME, GO EAST ON STATE HIGHWAY 25 FOR 4.0 MILES TO THE
 NV0856'JUNCTION WITH U.S. HIGHWAY 93.  GO SOUTH ON U.S. HIGHWAY
 NV0856'93 FOR 4.3 MILES TO A GRAVEL CROSSROAD.  TURN LEFT, EAST,
 NV0856'FOR 1.0 MILE TO A GRAVEL CROSSROAD.  TURN RIGHT, SOUTH, FOR
 NV0856'0.8 MILE TO A JOG IN THE ROAD AND A METAL GATE STRAIGHT AHEAD.
 NV0856'GO THROUGH GATE THEN BEAR LEFT, PASSING THROUGH A WOODEN GATE,
 NV0856'THEN BEAR RIGHT AND GO SOUTHERLY ON POWER LINE ROAD FOR 0.15
 NV0856'MILE.  TAKE TRACK ROAD WHICH WINDS ALONG THE LEFT SIDE OF A
 NV0856'SMALL DITCH FOR 0.1 MLE TO A SMALL POND ON THE RIGHT AT A
 NV0856'SALT LICK.  CONTINUE SOUTHEASTELY ON TRACK ROAD FOR 0.15
 NV0856'MILE, THENCE BEAR LEFT, NORTH AND NORTHWEST FOR ABOUT
 NV0856'100 YARDS TO TOP OF KNOLL AND STATION SITE.
 NV0856'
 NV0856'THE STATION MARK, STAMPED IDA 80-110 1959, IS A STANDARD DISK
 NV0856'CEMENTED IN A DRILL HOLE IN VOLCANIC BEDROCK ON THE HIGHEST
 NV0856'POINT OF THE KNOLL.
 NV0856'
 NV0856'REFERENCE MARK 1, STAMPED IDA 80-110 NO 1 1959, IS A STANDARD
 NV0856'DISK CEMENTED IN A DRILL HOLE IN AN EMBEDDED BOULDER ABOUT
 NV0856'FLUSH WITH THE GROUND AND 2 FEET LOWER THAN THE STATION.
 NV0856'
 NV0856'REFERENCE MARK 2, STAMPED IDA 80-110 NO 2 1959, IS A STANDARD
 NV0856'DISK CEMENTED IN A DRILL HOLE IN OUTCROP AT THE WEST BREAK
 NV0856'OF THE KNOLL ABOUT 2 FEET LOWER THAN THE STATION.
 NV0856
 NV0856                          STATION RECOVERY (1978)
 NV0856
 NV0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NV0856'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NV0856'CONDITION AS DESCRIBED.  ROADS AND LANDMARKS HAVE CHANGED.  A NEW TO
 NV0856'REACH FOLLOWS.
 NV0856'
 NV0856'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25, AND
 NV0856'79 IN JEROME, GO EAST ON STATE HIGHWAY 25 FOR 3.9 MILES TO THE
 NV0856'JUNCTION WITH U.S. HIGHWAY 93, TURN RIGHT, AND GO SOUTH ON U.S.
 NV0856'HIGHWAY 93 FOR 4.0 MILES TO A CROSSROAD, TURN LEFT, AND GO EAST ON
 NV0856'THE MACADAM ROAD FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT, AND GO
 NV0856'SOUTH ON THE DIRT ROAD, PARALLELING THE POWER LINE FOR 1.3 MILES
 NV0856'TO A GATE IN THE EAST-WEST FENCE LINE, PASS THRU THE GATE, THEN
 NV0856'LEAVE THE DIRT ROAD BY TURNING LEFT, AND PICK YOUR WAY THRU THE
 NV0856'SAGEBRUSH FOR 0.15 MILE TO THE FIRST SUMMIT, AND THE STATION.
 NV0856'
 NV0856'TRIANGULATION STATION SUGAR 1946 MAY BE USED FOR THE AZIMUTH MARK.
 NV0856'SEE DESCRIPTION THEREOF.
 NV0856'
 NV0856'THE STATION IS ON GOVERNMENT OWNED LAND.
 NV0856'
 NV0856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 NV0856'SOUTHEAST OF JEROME.
 NV0856
 NV0856                          STATION RECOVERY (1983)
 NV0856
 NV0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0856'12.2 KM (7.6 MI) NE FROM TWIN FALLS.
 NV0856'10.0 KM (6.25 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0856'STATE HIGHWAY 74 AT TWIN FALLS, THENCE 0.06 KM (0.05 MI) EAST ALONG A
 NV0856'PAVED ROAD, THENCE 0.25 KM (0.15 MI) SOUTH ALONG A PAVED ROAD, THENCE
 NV0856'1.65 KM (1.0 MI) EAST ALONG A PAVED ROAD, THENCE 0.22 KM (0.14 MI)
 NV0856'NORTHEAST ALONG A TRACK ROAD, IN TOP OF A 10 BY 15 FOOT VOLCANIC ROCK
 NV0856'OUTCROP ON THE HIGHEST POINT OF THE WEST END OF A ROCK COVERED HILL,
 NV0856'0.18 KM (0.1 MI) EAST OF TWO ROWS OF POWER LINE POLES, 109.2 METERS
 NV0856'(358.5 FT) SOUTH OF THE CENTER OF THE ROAD AND 98.0 METERS (321.5 FT)
 NV0856'SOUTH OF A BARB WIRE FENCE.
 NV0856'THE MARK IS 3.2 METERS  SE FROM A WITNESS POST.
 NV0856'THE MARK IS 2.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1009 ***********************************************************************
 NV1009  DESIGNATION -  IDA 80 111
 NV1009  PID         -  NV1009
 NV1009  STATE/COUNTY-  ID/JEROME
 NV1009  USGS QUAD   -  TWIN FALLS NE (1992)
 NV1009
 NV1009                         *CURRENT SURVEY CONTROL
 NV1009  ___________________________________________________________________
 NV1009* NAD 83(1992)-  42 37 38.54875(N)    114 22 29.92026(W)     ADJUSTED  
 NV1009* NAVD 88     -      1158.     (meters)    3799.     (feet)  SCALED    
 NV1009  ___________________________________________________________________
 NV1009  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 NV1009  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 NV1009
 NV1009  HORZ ORDER  -  THIRD
 NV1009
 NV1009.The horizontal coordinates were established by classical geodetic methods
 NV1009.and adjusted by the National Geodetic Survey in July 1992..
 NV1009
 NV1009.The orthometric height was scaled from a topographic map.
 NV1009
 NV1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1009
 NV1009.The geoid height was determined by GEOID03.
 NV1009
 NV1009;                    North         East     Units Scale Factor Converg.
 NV1009;SPC ID C     -   106,774.285   469,241.428   MT  0.99995900   -0 15 14.2
 NV1009;UTM  11      - 4,722,777.375   715,255.963   MT  1.00017010   +1 46 42.3
 NV1009
 NV1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1009!SPC ID C     -   0.99982081  x   0.99995900  =   0.99977981
 NV1009!UTM  11      -   0.99982081  x   1.00017010  =   0.99999088
 NV1009
 NV1009|---------------------------------------------------------------------|
 NV1009| PID    Reference Object                     Distance      Geod. Az  |
 NV1009|                                                           dddmmss.s |
 NV1009| CD5322 IDA 80 111 RM 1                      10.966 METERS 08802     |
 NV1009| CD5323 IDA 80 111 RM 2                      15.560 METERS 20352     |
 NV1009| CD5321 IDA 80 111 AZ MK                                   2153117.1 |
 NV1009|---------------------------------------------------------------------|
 NV1009
 NV1009                          SUPERSEDED SURVEY CONTROL
 NV1009
 NV1009  NAD 83(1986)-  42 37 38.54717(N)    114 22 29.91733(W) AD(       ) 3
 NV1009  NAD 27      -  42 37 38.87420(N)    114 22 26.78710(W) AD(       ) 3
 NV1009
 NV1009.Superseded values are not recommended for survey control.
 NV1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1009.See file dsdata.txt to determine how the superseded data were derived.
 NV1009
 NV1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1525622777(NAD 83)
 NV1009_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1009_SETTING: 66 = SET IN ROCK OUTCROP
 NV1009
 NV1009  HISTORY     - Date     Condition        Report By
 NV1009  HISTORY     - 1959     MONUMENTED       CGS
 NV1009  HISTORY     - 1978     GOOD             NGS
 NV1009
 NV1009                          STATION DESCRIPTION
 NV1009
 NV1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV1009'THE STATION IS 10.0 MILES SOUTHEAST OF JEROME, 3.75 MILES
 NV1009'EAST OF U.S. HIGHWAY 93, 2.0 MILES NORTH OF THE SNAKE RIVER
 NV1009'CANYON AND 100 FEET EAST OF A GRAVEL ROAD ON THE SUMMIT OF A
 NV1009'LOW LAVA OUTCROPPING.
 NV1009'
 NV1009'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 93
 NV1009'AND STATE ROUTE 25 (EAST OF JEROME) GO SOUTH ON U.S. HIGHWAY
 NV1009'93 FOR 3.0 MILES TO A CROSS ROAD 0.1 MILE BEFORE CROSSING
 NV1009'THE UNION PACIFIC RAILROAD TRACKS, TURN LEFT, EAST, ON OILED
 NV1009'ROAD FOR 3.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTH,
 NV1009'FOLLOWING THE MAIN TRAVELED ROAD FOR 3.4 MILES TO A FORK,
 NV1009'KEEP THE LEFT FORK EASTERLY FOR 0.7 MILE TO A T ROAD
 NV1009'INTERSECTION, TURN SHARP RIGHT, SOUTHEASTERLY ON THE MAIN
 NV1009'TRAVELED ROAD FOR 0.25 MILES TO THE STATION SITE ON THE
 NV1009'LEFT, EAST SIDE OF THE ROAD.
 NV1009'
 NV1009'THE STATION MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV1009'HOLE IN OUTCROPPING LAVA ROCK FLUSH WITH THE HIGHEST PART
 NV1009'OF THE KNOLL AND STAMPED IDA 80-111 1959.
 NV1009'
 NV1009'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV1009'HOLE IN THE LAVA ROCK FLUSH WITH THE SURROUNDING SURFACE AND
 NV1009'STAMPED IDA 80-111 NO 1 1959.  IT IS ABOUT 3 FEET LOWER THAN
 NV1009'THE STATION.
 NV1009'
 NV1009'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV1009'HOLE IN THE LAVA ROCK FLUSH WITH THE SURROUNDING SURFACE
 NV1009'AND STAMPED IDA 80-111 NO 2 1959.  IT IS ABOUT 1 FOOT LOWER THAN
 NV1009'THE STATION.
 NV1009'
 NV1009'THE AZIMUTH MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV1009'HOLE IN OUTCROPPING LAVA ROCK FLUSH WITH THE SURFACE AND
 NV1009'STAMPED IDA 80-111 1959.  IT IS 0.5 MILE SOUTH OF THE
 NV1009'STATION, 206 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 NV1009'GRAVELED ROAD AND 1.5 METERS NORTH OF A METAL WITNESS POST WITH
 NV1009'SIGN ATTACHED AND NEAR THE CENTER OF A MATERIALS BORROW AREA.
 NV1009'
 NV1009'A 2-WHEEL DRIVE STATION.
 NV1009
 NV1009                          STATION RECOVERY (1978)
 NV1009
 NV1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NV1009'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 NV1009'RECOVERED IN GOOD CONDITION AS DESCRIBED.  LANDMARKS HAVE CHANGED.
 NV1009'A NEW TO REACH FOLLOWS.
 NV1009'
 NV1009'THE STATION IS ON GOVERNMENT OWNED LAND.
 NV1009'
 NV1009'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25, AND
 NV1009'79 IN JEROME, GO EAST ON STATE HIGHWAY 25 FOR 3.9 MILES TO THE
 NV1009'JUNCTION WITH U.S. HIGHWAY 93, TURN RIGHT, AND GO SOUTH ON U.S.
 NV1009'HIGHWAY 93 FOR 3.0 MILES TO A CROSSROAD, 0.2 MILE AFTER PASSING
 NV1009'MILEPOST 56, TURN LEFT, AND GO EAST ON THE MACADAM ROAD FOR 3.1
 NV1009'MILES TO A SIDE ROAD RIGHT, TURN RIGHT, CROSS THE RAILROAD TRACKS,
 NV1009'AND GO SOUTH ON THE MACADAM, AND GRAVEL ROAD FOR 3.4 MILES TO A
 NV1009'FORK, JUST AFTER CROSSING A CATTLE GUARD, TAKE THE LEFT FORK,
 NV1009'SOUTHEAST, FOR 0.6 MILE TO A T INTERSECTION, TURN RIGHT, AND
 NV1009'CONTINUE SOUTHEAST FOR 0.2 MILE TO A T INTERSECTION, TURN RIGHT,
 NV1009'AND GO SOUTHWEST FOR 0.25 MILE TO THE END OF TRUCK TRAVEL.  PACK
 NV1009'SOUTHEAST FOR 250 FEET TO THE SUMMIT OF THE ROCK KNOLL, AND THE
 NV1009'STATION.
 NV1009'
 NV1009'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CONTINUE
 NV1009'SOUTH-SOUTHWEST ON THE GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH
 NV1009'MARK ON THE RIGHT, 0.1 MILE BEFORE REACHING THE UNDERPASS UNDER
 NV1009'INTERSTATE 80N.
 NV1009'
 NV1009'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SOUTHEAST
 NV1009'OF JEROME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0597 ***********************************************************************
 OH0597  DESIGNATION -  IDA 80 12
 OH0597  PID         -  OH0597
 OH0597  STATE/COUNTY-  ID/CANYON
 OH0597  USGS QUAD   -  CALDWELL (1971)
 OH0597
 OH0597                         *CURRENT SURVEY CONTROL
 OH0597  ___________________________________________________________________
 OH0597* NAD 83(1992)-  43 44 38.34977(N)    116 42 40.78967(W)     ADJUSTED  
 OH0597* NAVD 88     -       760.152  (meters)    2493.93   (feet)  ADJUSTED  
 OH0597  ___________________________________________________________________
 OH0597  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 OH0597  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 OH0597  DYNAMIC HT  -         759.906 (meters)    2493.12  (feet)  COMP
 OH0597  MODELED GRAV-     980,270.4   (mgal)                       NAVD 88
 OH0597
 OH0597  HORZ ORDER  -  THIRD
 OH0597  VERT ORDER  -  SECOND    CLASS 0
 OH0597
 OH0597.The horizontal coordinates were established by classical geodetic methods
 OH0597.and adjusted by the National Geodetic Survey in July 1992..
 OH0597
 OH0597.The orthometric height was determined by differential leveling
 OH0597.and adjusted by the National Geodetic Survey in June 1991..
 OH0597
 OH0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0597
 OH0597.The geoid height was determined by GEOID03.
 OH0597
 OH0597.The dynamic height is computed by dividing the NAVD 88
 OH0597.geopotential number by the normal gravity value computed on the
 OH0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0597.degrees latitude (g = 980.6199 gals.).
 OH0597
 OH0597.The modeled gravity was interpolated from observed gravity values.
 OH0597
 OH0597;                    North         East     Units Scale Factor Converg.
 OH0597;SPC ID W     -   231,196.976   722,569.567   MT  1.00000705   -0 39 53.0
 OH0597;UTM  11      - 4,843,479.060   523,243.113   MT  0.99960664   +0 11 58.6
 OH0597
 OH0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0597!SPC ID W     -   0.99988356  x   1.00000705  =   0.99989061
 OH0597!UTM  11      -   0.99988356  x   0.99960664  =   0.99949024
 OH0597
 OH0597|---------------------------------------------------------------------|
 OH0597| PID    Reference Object                     Distance      Geod. Az  |
 OH0597|                                                           dddmmss.s |
 OH0597| OH0596 IDA 80 12 RM 1                       11.446 METERS 10027     |
 OH0597| OH1394 CALDWELL HOUSING AUTHORITY TK       APPROX. 4.6 KM 1771801.7 |
 OH0597| OH0598 IDA 80 12 RM 2                       10.943 METERS 27938     |
 OH0597| OH0599 B 86                                               3522059.0 |
 OH0597|---------------------------------------------------------------------|
 OH0597
 OH0597                          SUPERSEDED SURVEY CONTROL
 OH0597
 OH0597  NAD 83(1991)-  43 44 38.34968(N)    116 42 40.78864(W) AD(       ) 3
 OH0597  NAD 83(1986)-  43 44 38.34952(N)    116 42 40.78865(W) AD(       ) 3
 OH0597  NAD 27      -  43 44 38.76956(N)    116 42 37.28224(W) AD(       ) 3
 OH0597  NGVD 29 (??/??/92)  759.213  (m)         2490.85   (f) ADJ UNCH    2 0
 OH0597
 OH0597.Superseded values are not recommended for survey control.
 OH0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0597.See file dsdata.txt to determine how the superseded data were derived.
 OH0597
 OH0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2324343479(NAD 83)
 OH0597_MARKER: DS = TRIANGULATION STATION DISK
 OH0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0597_STAMPING: IDA 80-12 1959
 OH0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0597+STABILITY: SURFACE MOTION
 OH0597
 OH0597  HISTORY     - Date     Condition        Report By
 OH0597  HISTORY     - 1959     MONUMENTED       CGS
 OH0597  HISTORY     - 1959     GOOD             CGS
 OH0597  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OH0597  HISTORY     - 1975     GOOD             NGS
 OH0597
 OH0597                          STATION DESCRIPTION
 OH0597
 OH0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OH0597'THE STATION IS 5 MILES NORTH-NORTHWEST OF CALDWELL, 0.5 MILE
 OH0597'WEST OF U.S. HIGHWAY 30, 14 FEET NORTH OF A CANAL, 9 FEET
 OH0597'NORTH FROM THE CENTER LINE OF A TRACK ROAD AND 7.4 FEET
 OH0597'NORTHEAST FROM A STEEL WITNESS POST.  THE STATION IS A STANDARD
 OH0597'TRIANGULATION DISK SET IN A SQUARE TOPPED CONCRETE MONUMENT
 OH0597'PROJECTING 2 INCHES, STAMPED IDA 80-12 1959.
 OH0597'
 OH0597'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 OH0597'44, 2.0 MILES NORTH OF CALDWELL, GO NORTHERLY ON HIGHWAY 30
 OH0597'FOR 3.1 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 OH0597'GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT AND
 OH0597'GO SOUTH ON GRADED ROAD FOR 0.4 MILE TO A GATE AND TRACK ROAD
 OH0597'ON THE LEFT.  TURN LEFT ON TRACK ROAD AND GO EAST FOR 0.05
 OH0597'MILE TO THE STATION ON THE LEFT.
 OH0597'
 OH0597'REFERENCE MARK NO. 1 IS 14 FEET NORTH OF THE CANAL AND 8 FEET
 OH0597'NORTH FROM THE CENTER LINE OF THE TRACK ROAD.
 OH0597'
 OH0597'REFERENCE MARK NO. 2 IS 14 FEET NORTH FROM THE CANAL AND 8
 OH0597'FEET NORTH FROM THE CENTER LINE OF THE TRACK ROAD.  THE MARKS
 OH0597'ARE STANDARD REFERENCE DISKS SET IN SQUARE TOPPED CONCRETE
 OH0597'MONUMENTS PROJECTING 2 INCHES, STAMPED IDA 80-12 1959 AND NO
 OH0597'1 AND NO 2 RESPECTIVELY.
 OH0597
 OH0597                          STATION RECOVERY (1959)
 OH0597
 OH0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0597'4.4 MI NW FROM CALDWELL.
 OH0597'3.3 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0597'U.S. HIGHWAYS 30 AND 20 AT CALDWELL, THENCE 0.5 MILE WEST ON ROAD 25N,
 OH0597'THENCE 0.6 MILE NORTH ON ROAD 16W TO THE CREST OF A RIDGE, ABOUT 350.0
 OH0597'FEET EAST OF ROAD 16W, 37.56 FEET WEST OF R.M. 1, 35.94 FEET EAST OF
 OH0597'R.M. 2, 7.5 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN A
 OH0597'SQUARE CONCRETE POST PROJECTING 3 INCHES AND ON THE NORTH BANK OF A
 OH0597'SMALL CANAL AND TO THE EAST OF THE PROPOSED HIGHWAY.
 OH0597
 OH0597                          STATION RECOVERY (1975)
 OH0597
 OH0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OH0597'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 OH0597'GOOD CONDITION.  LANDMARKS HAVE CHANGED, AND THE ORIGINAL
 OH0597'DESCRIPTION IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION
 OH0597'FOLLOWS.
 OH0597'
 OH0597'THE STATION IS ON GRAZING LAND OWNED BY MR. RALPH VANDERASSEN.
 OH0597'
 OH0597'TO REACH THE STATION FROM THE CALDWELL POST OFFICE GO EAST
 OH0597'ON ARTHUR STREET FOR 0.1 MILE TO TENTH STREET, TURN LEFT, AND
 OH0597'GO NORTH ON TENTH STREET FOR 0.7 MILE TO INTERSTATE 80N,
 OH0597'GO NORTHWEST ON INTERSTATE 80N FOR 2.7 MILES TO EXIT NO. 25,
 OH0597'AT THE JUNCTION WITH STATE HIGHWAY 44, GO EAST ON STATE HIGHWAY
 OH0597'44 FOR 0.1 MILE TO A CROSSROAD, TURN LEFT, AND GO NORTH ON
 OH0597'THE MACADAM ROAD, FORMERLY U.S. HIGHWAY 30, FOR 3.8 MILES TO
 OH0597'A TRACK ROAD LEFT, JUST NORTH OF A SET OF RANCH BUILDINGS,
 OH0597'TURN LEFT, AND GO WEST, SOUTH, AND WEST, PARALLELING THE
 OH0597'IRRIGATION DITCH FOR 0.55 MILE TO THE STATION.
 OH0597'
 OH0597'THE STATION MARK, STAMPED IDA 80-12 1959, IS A STANDARD DISK
 OH0597'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 58
 OH0597'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE ALONG THE FREEWAY,
 OH0597'18 FEET NORTH OF THE IRRIGATION DITCH, 12 FEET SOUTH OF THE
 OH0597'FENCE, 8 FEET NORTH OF THE CENTER OF THE TRACK ROAD, AND 1
 OH0597'FOOT SOUTH OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 OH0597'
 OH0597'REFERENCE MARK NO. 1, STAMPED IDA 80-12 NO 1 1959, IS A
 OH0597'STANDARD DISK IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 OH0597'FLUSH, 18 FEET NORTH OF THE IRRIGATION DITCH, 12 FEET SOUTH OF
 OH0597'THE FENCE, AND 8 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 OH0597'(NOTE 11A)
 OH0597'
 OH0597'REFERENCE MARK NO. 2, STAMPED IDA 80-12 NO 2 1959, IS A
 OH0597'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OH0597'IS FLUSH, 24 FEET NORTHWEST OF A CONCRETE BOX WHERE THE WATER
 OH0597'PASSES UNDER THE ROAD, 21 FEET EAST OF THE EAST RIGHT-OF-WAY
 OH0597'FENCE ALONG THE FREEWAY, AND 12 FEET SOUTH OF AN EAST-WEST
 OH0597'FENCE LINE.  (NOTE 11A)
 OH0597'
 OH0597'TO REACH BENCH MARK B 86, AZIMUTH MARK, FROM THE STATION GO
 OH0597'EAST NORTH, AND EAST ON THE TRACK ROAD ROAD FOR 0.55 MILE
 OH0597'TO THE MACADAM ROAD, THEN TURN LEFT, AND GO NORTH FOR 0.4
 OH0597'MILE TO A CROSSROAD, TURN LEFT, AND GO WEST ON ROAD 26N FOR
 OH0597'0.5 MILE TO THE MARK ON THE RIGHT.
 OH0597'
 OH0597'BENCH MARK B 86, STAMPED B 86 1959, IS A STANDARD BENCH MARK
 OH0597'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH,
 OH0597'0.1 MILE EAST OF THE OVERPASS OVER THE FREEWAY, 40 FEET NORTH
 OH0597'OF THE CENTER OF ROAD 26N, 32 FEET EAST OF THE CENTER OF FIR
 OH0597'LANE, AND 2.5 FEET NORTHEAST OF A METAL WITNESS POST.
 OH0597'
 OH0597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 OH0597'NORTH-NORTHWEST OF CALDWELL.
 OH0597
 OH0597                          STATION RECOVERY (1975)
 OH0597
 OH0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OH0597'REACHED FROM THE JUNCTION OF INTERSTATE 80N, U.S. HIGHWAY 30, AND
 OH0597'STATE HIGHWAY 44, WHICH IS 3 MILES NORTHWEST OF CALDWELL, GO EAST ON
 OH0597'STATE HIGHWAY 44 FOR 0.1 MILE TO A CROSSROAD, TURN LEFT, AND GO NORTH
 OH0597'ON THE MACADAM ROAD, FORMERLY U.S. HIGHWAY 30, FOR 3.8 MILES TO A
 OH0597'TRACK ROAD LEFT, JUST NORTH OF A SET OF RANCH BUILDINGS, TURN LEFT,
 OH0597'AND GO WEST, SOUTH, AND WEST ON THE TRACK ROAD PARALLELING THE
 OH0597'IRRIGATION DITCH FOR 0.55 MILE TO THE MARK ON THE RIGHT, 58 FEET EAST
 OH0597'OF THE EAST RIGHT-OF-WAY FENCE ALONG THE FREEWAY, 37.55 FEET WEST OF
 OH0597'REFERENCE MARK NO. 1, 18 FEET NORTH OF THE IRRIGATION DITCH, 12 FEET
 OH0597'SOUTH OF AN EAST-WEST FENCE LINE, 8 FEET NORTH OF THE CENTER OF THE
 OH0597'TRACK ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS POST SET IN A 10-INCH
 OH0597'SQUARE CONCRETE MONUMENT THAT IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0596 ***********************************************************************
 OH0596  DESIGNATION -  IDA 80 12 RM 1
 OH0596  PID         -  OH0596
 OH0596  STATE/COUNTY-  ID/CANYON
 OH0596  USGS QUAD   -  CALDWELL (1971)
 OH0596
 OH0596                         *CURRENT SURVEY CONTROL
 OH0596  ___________________________________________________________________
 OH0596* NAD 83(1986)-  43 44 34.     (N)    116 42 45.     (W)     SCALED    
 OH0596* NAVD 88     -       760.027  (meters)    2493.52   (feet)  ADJUSTED  
 OH0596  ___________________________________________________________________
 OH0596  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 OH0596  DYNAMIC HT  -         759.782 (meters)    2492.72  (feet)  COMP
 OH0596  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 OH0596
 OH0596  VERT ORDER  -  SECOND    CLASS 0
 OH0596
 OH0596.The horizontal coordinates were scaled from a topographic map and have
 OH0596.an estimated accuracy of +/- 6 seconds.
 OH0596
 OH0596.The orthometric height was determined by differential leveling
 OH0596.and adjusted by the National Geodetic Survey in June 1991..
 OH0596
 OH0596.The geoid height was determined by GEOID03.
 OH0596
 OH0596.The dynamic height is computed by dividing the NAVD 88
 OH0596.geopotential number by the normal gravity value computed on the
 OH0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0596.degrees latitude (g = 980.6199 gals.).
 OH0596
 OH0596.The modeled gravity was interpolated from observed gravity values.
 OH0596
 OH0596;                    North         East    Units  Estimated Accuracy
 OH0596;SPC ID W     -   231,060.      722,470.      MT  (+/- 180 meters Scaled)
 OH0596
 OH0596                          SUPERSEDED SURVEY CONTROL
 OH0596
 OH0596  NGVD 29 (??/??/92)  759.088  (m)         2490.44   (f) ADJ UNCH    2 0
 OH0596
 OH0596.Superseded values are not recommended for survey control.
 OH0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0596.See file dsdata.txt to determine how the superseded data were derived.
 OH0596
 OH0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ231433(NAD 83)
 OH0596_MARKER: DR = REFERENCE MARK DISK
 OH0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0596_STAMPING: IDA 80-12 NO 1 1959
 OH0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0596+STABILITY: SURFACE MOTION
 OH0596
 OH0596  HISTORY     - Date     Condition        Report By
 OH0596  HISTORY     - 1959     MONUMENTED       CGS
 OH0596  HISTORY     - 1975     GOOD             NGS
 OH0596
 OH0596                          STATION DESCRIPTION
 OH0596
 OH0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0596'4.4 MI NW FROM CALDWELL.
 OH0596'3.3 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0596'U.S. HIGHWAYS 30 AND 20 AT CALDWELL, THENCE 0.5 MILE WEST ON ROAD 25N,
 OH0596'THENCE 0.6 MILE NORTH ON ROAD 16W, TO THE CREST OF A RIDGE, ABOUT
 OH0596'350.0 FEET EAST OF ROAD 16W, 37.56 FEET EAST OF THE STATION MARK, SET
 OH0596'IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OH0596
 OH0596                          STATION RECOVERY (1975)
 OH0596
 OH0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OH0596'REACHED FROM THE JUNCTION OF INTERSTATE 80N, U.S. HIGHWAY 30, AND
 OH0596'STATE HIGHWAY 44, WHICH IS 3 MILES NORTHWEST OF CALDWELL, GO EAST ON
 OH0596'STATE HIGHWAY 44 FOR 0.1 MILE TO A CROSSROAD, TURN LEFT, AND GO NORTH
 OH0596'ON THE MACADAM ROAD, FORMERLY U.S. HIGHWAY 30, FOR 3.8 MILES TO A
 OH0596'TRACK ROAD LEFT, JUST NORTH OF A SET OF RANCH BUILDINGS, TURN LEFT,
 OH0596'AND GO WEST, SOUTH, AND WEST ON THE TRACK ROAD, PARALLELING THE
 OH0596'IRRIGATION DITCH FOR 0.55 MILE TO THE BENCH MARK ON THE RIGHT, 37.55
 OH0596'FEET EAST OF TRIANGULATION STATION IDA 80-12 1959, 18 FEET NORTH OF
 OH0596'THE IRRIGATION DITCH, AND 8 FEET NORTH OF THE CENTER OF THE TRACK
 OH0596'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0598 ***********************************************************************
 OH0598  DESIGNATION -  IDA 80 12 RM 2
 OH0598  PID         -  OH0598
 OH0598  STATE/COUNTY-  ID/CANYON
 OH0598  USGS QUAD   -  CALDWELL (1971)
 OH0598
 OH0598                         *CURRENT SURVEY CONTROL
 OH0598  ___________________________________________________________________
 OH0598* NAD 83(1986)-  43 44 34.     (N)    116 42 45.     (W)     SCALED    
 OH0598* NAVD 88     -       760.183  (meters)    2494.03   (feet)  ADJUSTED  
 OH0598  ___________________________________________________________________
 OH0598  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 OH0598  DYNAMIC HT  -         759.938 (meters)    2493.23  (feet)  COMP
 OH0598  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 OH0598
 OH0598  VERT ORDER  -  SECOND    CLASS 0
 OH0598
 OH0598.The horizontal coordinates were scaled from a topographic map and have
 OH0598.an estimated accuracy of +/- 6 seconds.
 OH0598
 OH0598.The orthometric height was determined by differential leveling
 OH0598.and adjusted by the National Geodetic Survey in June 1991..
 OH0598
 OH0598.The geoid height was determined by GEOID03.
 OH0598
 OH0598.The dynamic height is computed by dividing the NAVD 88
 OH0598.geopotential number by the normal gravity value computed on the
 OH0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0598.degrees latitude (g = 980.6199 gals.).
 OH0598
 OH0598.The modeled gravity was interpolated from observed gravity values.
 OH0598
 OH0598;                    North         East    Units  Estimated Accuracy
 OH0598;SPC ID W     -   231,060.      722,470.      MT  (+/- 180 meters Scaled)
 OH0598
 OH0598                          SUPERSEDED SURVEY CONTROL
 OH0598
 OH0598  NGVD 29 (??/??/92)  759.244  (m)         2490.95   (f) ADJ UNCH    2 0
 OH0598
 OH0598.Superseded values are not recommended for survey control.
 OH0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0598.See file dsdata.txt to determine how the superseded data were derived.
 OH0598
 OH0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ231433(NAD 83)
 OH0598_MARKER: DR = REFERENCE MARK DISK
 OH0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0598_STAMPING: IDA 80-12 NO 2 1959
 OH0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0598+STABILITY: SURFACE MOTION
 OH0598
 OH0598  HISTORY     - Date     Condition        Report By
 OH0598  HISTORY     - 1959     MONUMENTED       CGS
 OH0598  HISTORY     - 1975     GOOD             NGS
 OH0598
 OH0598                          STATION DESCRIPTION
 OH0598
 OH0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0598'4.4 MI NW FROM CALDWELL.
 OH0598'3.3 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0598'U.S. HIGHWAYS 30 AND 20 AT CALDWELL, THENCE 0.5 MILE WEST ON ROAD 25N,
 OH0598'THENCE 0.6 MILE NORTH ON ROAD 16W, TO THE CREST OF A RIDGE, ABOUT
 OH0598'350.0 FEET EAST OF ROAD 16W, 35.94 FEET WEST OF THE STATION MARK, SET
 OH0598'IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OH0598
 OH0598                          STATION RECOVERY (1975)
 OH0598
 OH0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 OH0598'REACHED FROM THE JUNCTION OF INTERSTATE 80N, U.S. HIGHWAY 30, AND
 OH0598'STATE HIGHWAY 44, WHICH IS 3 MILES NORTHWEST OF CALDWELL, GO EAST ON
 OH0598'STATE HIGHWAY 44 FOR 0.1 MILE TO A CROSSROAD, TURN LEFT, AND GO NORTH
 OH0598'ON THE MACADAM ROAD, FORMERLY U.S. HIGHWAY 30, FOR 3.8 MILES TO A
 OH0598'TRACK ROAD LEFT, JUST NORTH OF A SET OF RANCH BUILDINGS, TURN LEFT,
 OH0598'AND GO WEST, SOUTH, AND WEST ON THE TRACK ROAD PARALLELING THE
 OH0598'IRRIGATION DITCH FOR 0.55 MILE TO THE BENCH MARK ON THE RIGHT, 35.90
 OH0598'FEET WEST OF TRIANGULATION STATION IDA 80-12 1959, 24 FEET NORTHWEST
 OH0598'OF A CONCRETE BOX ON THE DITCH WHERE THE WATER PASSES UNDER THE ROAD,
 OH0598'21 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, AND 12 FEET SOUTH OF AN
 OH0598'EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1184 ***********************************************************************
 NU1184  DESIGNATION -  IDA 80 121
 NU1184  PID         -  NU1184
 NU1184  STATE/COUNTY-  ID/MINIDOKA
 NU1184  USGS QUAD   -  BURLEY SW (1978)
 NU1184
 NU1184                         *CURRENT SURVEY CONTROL
 NU1184  ___________________________________________________________________
 NU1184* NAD 83(1992)-  42 34 33.93653(N)    113 53 38.76304(W)     ADJUSTED  
 NU1184* NAVD 88     -      1300.178  (meters)    4265.67   (feet)  ADJUSTED  
 NU1184  ___________________________________________________________________
 NU1184  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 NU1184  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 NU1184  DYNAMIC HT  -        1299.460 (meters)    4263.31  (feet)  COMP
 NU1184  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 NU1184
 NU1184  HORZ ORDER  -  THIRD
 NU1184  VERT ORDER  -  SECOND    CLASS 0
 NU1184
 NU1184.The horizontal coordinates were established by classical geodetic methods
 NU1184.and adjusted by the National Geodetic Survey in July 1992..
 NU1184
 NU1184.The orthometric height was determined by differential leveling
 NU1184.and adjusted by the National Geodetic Survey in June 1991..
 NU1184
 NU1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1184
 NU1184.The geoid height was determined by GEOID03.
 NU1184
 NU1184.The dynamic height is computed by dividing the NAVD 88
 NU1184.geopotential number by the normal gravity value computed on the
 NU1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1184.degrees latitude (g = 980.6199 gals.).
 NU1184
 NU1184.The modeled gravity was interpolated from observed gravity values.
 NU1184
 NU1184;                    North         East     Units Scale Factor Converg.
 NU1184;SPC ID C     -   101,015.288   508,693.786   MT  0.99994830   +0 04 17.9
 NU1184;UTM  12      - 4,717,802.783   262,482.773   MT  1.00029414   -1 57 32.3
 NU1184
 NU1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1184!SPC ID C     -   0.99979841  x   0.99994830  =   0.99974672
 NU1184!UTM  12      -   0.99979841  x   1.00029414  =   1.00009249
 NU1184
 NU1184|---------------------------------------------------------------------|
 NU1184| PID    Reference Object                     Distance      Geod. Az  |
 NU1184|                                                           dddmmss.s |
 NU1184| NU1183 IDA 80 121 RM 1                      27.376 METERS 19457     |
 NU1184| NU1182 IDA 80 121 RM 2                      32.132 METERS 22207     |
 NU1184| CM5193 M 2 4255.10                                        2784639.2 |
 NU1184|---------------------------------------------------------------------|
 NU1184
 NU1184                          SUPERSEDED SURVEY CONTROL
 NU1184
 NU1184  NAD 83(1986)-  42 34 33.93615(N)    113 53 38.75971(W) AD(       ) 3
 NU1184  NAD 27      -  42 34 34.25630(N)    113 53 35.67400(W) AD(       ) 3
 NU1184  NGVD 29 (??/??/92) 1299.225  (m)         4262.54   (f) ADJ UNCH    2 0
 NU1184
 NU1184.Superseded values are not recommended for survey control.
 NU1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1184.See file dsdata.txt to determine how the superseded data were derived.
 NU1184
 NU1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN6248317803(NAD 83)
 NU1184_MARKER: DS = TRIANGULATION STATION DISK
 NU1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1184_STAMPING: IDA 80-121 1959
 NU1184_MARK LOGO: CGS   
 NU1184_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1184+STABILITY: SURFACE MOTION
 NU1184
 NU1184  HISTORY     - Date     Condition        Report By
 NU1184  HISTORY     - 1959     MONUMENTED       CGS
 NU1184  HISTORY     - 1960     GOOD             NGS
 NU1184  HISTORY     - 1978     GOOD             NGS
 NU1184  HISTORY     - 19820615 GOOD             NGS
 NU1184
 NU1184                          STATION DESCRIPTION
 NU1184
 NU1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1184'THE STATION IS 5.5 MILES WEST AND 2 MILES SOUTH OF PAUL, 250
 NU1184'FEET NORTHEAST OF A BRICK RANCH HOUSE, 6 FEET WEST OF A
 NU1184'TELEPHONE POLE, THE SAME BEING ALONG THE SOUTH RIGHT OF WAY
 NU1184'LINE OF THE PROPOSED INTERSTATE ROUTE.
 NU1184'
 NU1184'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES
 NU1184'25 AND 27 IN PAUL GO SOUTH ON STATE ROUTE 27 TOWARDS BURLEY
 NU1184'FOR 3.2 MILES TO THE SOUTH END OF AN S CURVE AT COUNTY ROAD
 NU1184'400 SOUTH, TURN RIGHT, WEST, ALONG 400 SOUTH FOR 2.0 MILES
 NU1184'TO THE OLD EMERSON SCHOOL, TURN RIGHT, NORTH, FOR 1.0 MILE
 NU1184'TO THE PROPOSED ROUTING OF THE INTERSTATE ROUTE, TURN LEFT,
 NU1184'WEST, ALONG THE RIGHT OF WAY FOR 3.0 MILES TO THE STATION
 NU1184'ON THE RIGHT.
 NU1184'
 NU1184'THE STATION MARK IS A STANDARD DISK SET IN A CYLINDRICAL
 NU1184'CONCRETE POST PROJECTING 6 INCHES AND STAMPED IDA 80-121
 NU1184'1959.  IT IS SET DIRECTLY UNDER THE TELEPHONE LINE 6 FEET
 NU1184'WEST OF THE TELEPHONE POLE AND 4.5 FEET WEST OF A METAL
 NU1184'WITNESS POST WITH SIGN ATTACHED.
 NU1184'
 NU1184'REFERENCE MARK 1 IS A STANDARD DISK SET IN A CYLINDRICAL
 NU1184'CONCRETE POST PROJECTING 6 INCHES AND STAMPED IDA 80-121
 NU1184'NO 1 1959.
 NU1184'
 NU1184'REFERENCE MARK 2 IS A STANDARD DISK SET IN A CYLINDRICAL
 NU1184'CONCRETE POST PROJECTING 8 INCHES AND STAMPED IDA 80-121
 NU1184'NO 2 1959.  IT IS ABOUT 100 FEET EAST OF THE BRICK HOUSE
 NU1184'AND 2 FEET EAST OF A POWER POLE.
 NU1184'
 NU1184'THE AZIMUTH MARK IS A STANDARD RIGHT OF WAY DISK OF THE IDAHO
 NU1184'HIGHWAY DEPARTMENT SET IN A CYLINDRICAL CONCRETE POST FLUSH
 NU1184'WITH THE SURROUNDING SURFACE AND STAMPED M-2 4255.10.  IT IS
 NU1184'0.35 MILE WEST OF THE STATION SET DIRECTLY UNDER THE POWER
 NU1184'LINE ALONG THE NORTH RIGHT OF WAY LINE AND IS 37 FEET EAST
 NU1184'OF A POWER POLE AND 1.5 FEET WEST OF A METAL WITNESS POST
 NU1184'PAINTED GREEN AND WHITE.
 NU1184'
 NU1184'A 2-WHEEL DRIVE STATION.
 NU1184
 NU1184                          STATION RECOVERY (1960)
 NU1184
 NU1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU1184'7.5 MI SW FROM PAUL.
 NU1184'2.0 MILES SOUTH ON STATE HIGWAY 27 FROM THE JUNCTION OF STATE HIGHWAY
 NU1184'25 AT PAUL TO ROAD 300 SOUTH, THENCE 5.5 MILES WEST TO ROAD 1150 WEST,
 NU1184'250 FEET NORTHEAST OF A BRICK RANCH HOUSE, 105.42 FEET NORTHEAST OF
 NU1184'R.M. 2, 89.82 FEET NORTH OF R.M. 1, 6 FEET WEST OF A TELEPHONE POLE,
 NU1184'4.5 FEET WEST OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL
 NU1184'CONCRETE POST PROJECTING 6 INCHES AND ON THE SOUTH SIDE OF PROPOSED
 NU1184'INTERSTATE HIGHWAY 80N.
 NU1184
 NU1184                          STATION RECOVERY (1978)
 NU1184
 NU1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NU1184'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NU1184'CONDITION.  LINE OF SIGHT TO REFERENCE MARK NO. 2 WAS TEMPORARILY
 NU1184'OBSTRUCTED, AND THE DISTANCE, AND ANGLE WAS NOT VERIFIED THIS
 NU1184'DATE.  THE AZIMUTH MARK HAD BEEN DESTROYED.  BENCH MARK H 103 MAY
 NU1184'BE USED FOR THE AZIMUTH MARK.  LANDMARKS HAVE CHANGED, AND THE
 NU1184'ORIGINAL DESCRIPTION IS OBSOLETE.  A NEW AND COMPLETE
 NU1184'DESCRIPTION FOLLOWS.
 NU1184'
 NU1184'THE STATION IS ON THE SOUTH RIGHT-OF-WAY OF THE FRONTAGE ROAD.
 NU1184'
 NU1184'TO REACH THE STATION FROM THE PAUL POST OFFICE GO WEST ON IDAHO
 NU1184'STREET FOR 0.1 MILE TO MAIN STREET, TURN LEFT, AND GO SOUTH ON MAIN
 NU1184'STREET, AND STATE HIGHWAY 27 FOR 2.2 MILES TO A CROSSROAD, TURN
 NU1184'RIGHT, AND GO WEST ON ROAD 300 S FOR 5.6 MILES TO THE UNDERPASS UNDER
 NU1184'THE FREEWAY ON THE LEFT, TURN LEFT, PASS UNDER THE FREEWAY, THEN
 NU1184'TURN RIGHT, AND GO WEST ON THE FRONTAGE ROAD FOR 0.2 MILE TO THE
 NU1184'STATION ON THE LEFT.
 NU1184'
 NU1184'THE STATION MARK, STAMPED IDA 80-121 1959, IS A STANDARD DISK SET
 NU1184'IN A CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH, 300 FEET NORTHEAST
 NU1184'OF MR. RUSSEL PINCOCKS RESIDENCE, 44 FEET SOUTH OF THE FREEWAY
 NU1184'RIGHT-OF-WAY FENCE, 29 FEET SOUTH OF THE CENTER OF THE FRONTAGE
 NU1184'ROAD, 29 FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 1-FOOT
 NU1184'WEST OF A WITNESS POST.
 NU1184'
 NU1184'REFERENCE MARK NO. 1, STAMPED IDA 80-121 NO 1 1959, IS A STANDARD
 NU1184'DISK IN A ROUND CONCRETE MONUMENT THAT PROJECTS 7-INCHES, 25 FEET
 NU1184'EAST OF THE CENTER OF THE GRAVELED ROAD, AND 25 FEET WEST OF AN
 NU1184'IRRIGATION DITCH.
 NU1184'
 NU1184'REFERENCE MARK NO. 2, STAMPED IDA 80-121 NO 2 1959, IS A STANDARD
 NU1184'DISK SET IN A ROUND CONCRETE MONUMENT THAT PROJECTS 8-INCHES, 26
 NU1184'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, AND 2.5 FEET
 NU1184'SOUTHEAST OF A POWER POLE.
 NU1184'
 NU1184'TO REACH BENCH MARK H 103, AZIMUTH MARK, FROM THE STATION, GO EAST
 NU1184'ON THE FRONTAGE ROAD FOR 0.2 MILE TO THE UNDERPASS, PASS UNDER THE
 NU1184'FREEWAY, THEN GO WEST ON ROAD 300 S FOR 1.1 MILES TO THE END OF THE
 NU1184'MACADAM, JOG RIGHT, THEN CONTINUE WEST ON THE GRAVEL ROAD FOR 0.2
 NU1184'MILE TO THE MARK ON THE LEFT, 51 FEET NORTH OF THE FREEWAY
 NU1184'RIGHT-OF-WAY FENCE, 37 FEET WEST OF AN IRRIGATION DITCH, 25 FEET
 NU1184'SOUTH OF AN IRRIGATION DITCH, 3 FEET SOUTH OF A POWER POLE, AND
 NU1184'3 FEET NORTH OF A METAL WITNESS POST, A STANDARD BENCH MARK DISK,
 NU1184'STAMPED H 103 1960, SET IN A ROUND CONCRETE POST THAT PROJECTS
 NU1184'1-INCH.
 NU1184'
 NU1184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 NU1184'SOUTHWEST OF PAUL.
 NU1184
 NU1184                          STATION RECOVERY (1982)
 NU1184
 NU1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NU1184'THE STATION IS A STANDARD SURVEY DISK.  SET INTO THE TOP OF A ROUND
 NU1184'CONCRETE MONUMENT 30 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION
 NU1184'AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  B M M-2
 NU1184'USED AS THE AZIMUTH MARK IN 1959 WAS NOT RECOVERED.  THE 1978 RECOVERY
 NU1184'WAS NOT AVAILABLE AT TIME OF RECOVERY. THE STATION IS LOCATED 9.4 K
 NU1184'SOUTHWEST OF PAUL AND ABOUT 11.2 K NORTHWEST OF BURLEY.  TO REACH THE
 NU1184'STATION FROM THE INTERSECTION OF HIGHWAYS 30 AND 11 IN BURLEY, GO
 NU1184'NORTH ON HIGHWAY 27 FOR 2.4 K TURN LEFT ON 5TH AVE (400 SOUTH) AND GO
 NU1184'8 K TO A T JUNCTION, TURN RIGHT AND GO 1.8 K TO AN INTERSECTION WITH
 NU1184'THE ROAD THAT RUNS PARALLEL WITH THE FREEWAY AND THE MARK ON THE
 NU1184'RIGHT.
 NU1184' 
 NU1184'THE STATION IS A STANDARD USCGS DISK STAMPED--IDA 80-121 1959--.  THE
 NU1184'STATION IS LOCATED 10.0 METERS (32.8 FT) EAST FROM THE CENTERLINE OF A
 NU1184'GRAVEL ROAD.  8.8 METERS (28.9 FT) SOUTH FROM THE CENTERLINE OF A
 NU1184'PAVED ROAD.  3.9 METERS (12.8 FT) NORTHEAST FROM A STOP SIGN.  1.8
 NU1184'METERS (5.9 FT) WEST FROM A TELEPHONE POLE.  0.45 METERS (1.48 FT)
 NU1184'WEST FROM A METAL WITNESS POST.
 NU1184' 
 NU1184'REFERENCE MARK NO 2, IS A STANDARD USCGS DISK, STAMPED--IDA 80-121 NO
 NU1184'2 1959--.  THE STATION IS LOCATED 35.0 METERS (114.8 FT) SOUTH FROM
 NU1184'THE CENTERLINE OF A PAVED ROAD.  8.0 METERS (26.2 FT) WEST FROM THE
 NU1184'CENTERLINE OF A GRAVEL ROAD.  .75 METERS (2.46 FT) SOUTH-SOUTHEAST
 NU1184'FROM A POWER POLE AND .06 METERS (0.20 FT) HIGHER THAN THE STATION.
 NU1184'THE STATION IS A STANDARD SURVEY DISK, SET INTO THE TOP OF A ROUND
 NU1184'CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 20 CM ABOVE GROUND.
 NU1184' 
 NU1184'REFERENCE MARK NO 1 IS A STANDARD USCGS DISK STAMPED--IDA 80-121 NO 1
 NU1184'1959--.  THE STATION IS LOCATED 36.2 METERS (118.8 FT) SOUTH FROM THE
 NU1184'CENTERLINE OF A PAVED ROAD.  15.1 METERS (49.5 FT) EAST FROM A POWER
 NU1184'POLE WITH A TRANSFORMER.  7.2 METERS (23.6 FT) EAST FROM THE
 NU1184'CENTERLINE OF A GRAVEL ROAD AND .04 METERS (0.13 FT) HIGHER THAN THE
 NU1184'STATION. THE STATION IS A STANDARD SURVEY DISK, SET INTO THE TOP OF A
 NU1184'ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 20 CM ABOVE
 NU1184'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1183 ***********************************************************************
 NU1183  DESIGNATION -  IDA 80 121 RM 1
 NU1183  PID         -  NU1183
 NU1183  STATE/COUNTY-  ID/MINIDOKA
 NU1183  USGS QUAD   -  BURLEY SW (1978)
 NU1183
 NU1183                         *CURRENT SURVEY CONTROL
 NU1183  ___________________________________________________________________
 NU1183* NAD 83(1986)-  42 34 34.     (N)    113 53 38.     (W)     SCALED    
 NU1183* NAVD 88     -      1300.619  (meters)    4267.11   (feet)  ADJUSTED  
 NU1183  ___________________________________________________________________
 NU1183  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 NU1183  DYNAMIC HT  -        1299.901 (meters)    4264.76  (feet)  COMP
 NU1183  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 NU1183
 NU1183  VERT ORDER  -  SECOND    CLASS 0
 NU1183
 NU1183.The horizontal coordinates were scaled from a topographic map and have
 NU1183.an estimated accuracy of +/- 6 seconds.
 NU1183
 NU1183.The orthometric height was determined by differential leveling
 NU1183.and adjusted by the National Geodetic Survey in June 1991..
 NU1183
 NU1183.The geoid height was determined by GEOID03.
 NU1183
 NU1183.The dynamic height is computed by dividing the NAVD 88
 NU1183.geopotential number by the normal gravity value computed on the
 NU1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1183.degrees latitude (g = 980.6199 gals.).
 NU1183
 NU1183.The modeled gravity was interpolated from observed gravity values.
 NU1183
 NU1183;                    North         East    Units  Estimated Accuracy
 NU1183;SPC ID C     -   101,020.      508,710.      MT  (+/- 180 meters Scaled)
 NU1183
 NU1183                          SUPERSEDED SURVEY CONTROL
 NU1183
 NU1183  NGVD 29 (??/??/92) 1299.67   (m)         4264.0    (f) COMPUTED    2 0
 NU1183
 NU1183.Superseded values are not recommended for survey control.
 NU1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1183.See file dsdata.txt to determine how the superseded data were derived.
 NU1183
 NU1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN625178(NAD 83)
 NU1183_MARKER: DR = REFERENCE MARK DISK
 NU1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1183_STAMPING: IDA 80-121 NO 1 1959
 NU1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1183+STABILITY: SURFACE MOTION
 NU1183
 NU1183  HISTORY     - Date     Condition        Report By
 NU1183  HISTORY     - 1959     MONUMENTED       CGS
 NU1183  HISTORY     - 1960     GOOD             NGS
 NU1183
 NU1183                          STATION DESCRIPTION
 NU1183
 NU1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1183'7.5 MI SW FROM PAUL.
 NU1183'2.0 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE HIGHWAY
 NU1183'25 AT PAUL TO ROAD 300 SOUTH, THENCE 5.5 MILES WEST, 89.82 FEET SOUTH
 NU1183'OF THE STATION, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6
 NU1183'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1182 ***********************************************************************
 NU1182  DESIGNATION -  IDA 80 121 RM 2
 NU1182  PID         -  NU1182
 NU1182  STATE/COUNTY-  ID/MINIDOKA
 NU1182  USGS QUAD   -  BURLEY SW (1978)
 NU1182
 NU1182                         *CURRENT SURVEY CONTROL
 NU1182  ___________________________________________________________________
 NU1182* NAD 83(1986)-  42 34 34.     (N)    113 53 38.     (W)     SCALED    
 NU1182* NAVD 88     -      1300.758  (meters)    4267.57   (feet)  ADJUSTED  
 NU1182  ___________________________________________________________________
 NU1182  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 NU1182  DYNAMIC HT  -        1300.040 (meters)    4265.21  (feet)  COMP
 NU1182  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 NU1182
 NU1182  VERT ORDER  -  SECOND    CLASS 0
 NU1182
 NU1182.The horizontal coordinates were scaled from a topographic map and have
 NU1182.an estimated accuracy of +/- 6 seconds.
 NU1182
 NU1182.The orthometric height was determined by differential leveling
 NU1182.and adjusted by the National Geodetic Survey in June 1991..
 NU1182
 NU1182.The geoid height was determined by GEOID03.
 NU1182
 NU1182.The dynamic height is computed by dividing the NAVD 88
 NU1182.geopotential number by the normal gravity value computed on the
 NU1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1182.degrees latitude (g = 980.6199 gals.).
 NU1182
 NU1182.The modeled gravity was interpolated from observed gravity values.
 NU1182
 NU1182;                    North         East    Units  Estimated Accuracy
 NU1182;SPC ID C     -   101,020.      508,710.      MT  (+/- 180 meters Scaled)
 NU1182
 NU1182                          SUPERSEDED SURVEY CONTROL
 NU1182
 NU1182  NGVD 29 (??/??/92) 1299.805  (m)         4264.44   (f) ADJ UNCH    2 0
 NU1182
 NU1182.Superseded values are not recommended for survey control.
 NU1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1182.See file dsdata.txt to determine how the superseded data were derived.
 NU1182
 NU1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN625178(NAD 83)
 NU1182_MARKER: DR = REFERENCE MARK DISK
 NU1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1182_STAMPING: IDA 80-121 NO 2 1959
 NU1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1182+STABILITY: SURFACE MOTION
 NU1182
 NU1182  HISTORY     - Date     Condition        Report By
 NU1182  HISTORY     - 1959     MONUMENTED       CGS
 NU1182  HISTORY     - 1960     GOOD             NGS
 NU1182
 NU1182                          STATION DESCRIPTION
 NU1182
 NU1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1182'7.5 MI SW FROM PAUL.
 NU1182'2.0 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE HIGHWAY
 NU1182'25 AT PAUL TO ROAD 300 SOUTH, THENCE 5.5 MILES WEST, 105.42 FEET
 NU1182'SOUTHWEST OF THE STATION, 2 FEET EAST OF A POWER POLE, SET IN A
 NU1182'CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1187 ***********************************************************************
 NU1187  DESIGNATION -  IDA 80 122
 NU1187  PID         -  NU1187
 NU1187  STATE/COUNTY-  ID/MINIDOKA
 NU1187  USGS QUAD   -  BURLEY SE (1978)
 NU1187
 NU1187                         *CURRENT SURVEY CONTROL
 NU1187  ___________________________________________________________________
 NU1187* NAD 83(1992)-  42 33 54.81244(N)    113 49 58.93130(W)     ADJUSTED  
 NU1187* NAVD 88     -      1264.360  (meters)    4148.15   (feet)  ADJUSTED  
 NU1187  ___________________________________________________________________
 NU1187  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 NU1187  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NU1187  DYNAMIC HT  -        1263.649 (meters)    4145.82  (feet)  COMP
 NU1187  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 NU1187
 NU1187  HORZ ORDER  -  SECOND
 NU1187  VERT ORDER  -  SECOND    CLASS 0
 NU1187
 NU1187.The horizontal coordinates were established by classical geodetic methods
 NU1187.and adjusted by the National Geodetic Survey in July 1992..
 NU1187
 NU1187.The orthometric height was determined by differential leveling
 NU1187.and adjusted by the National Geodetic Survey in June 1991..
 NU1187
 NU1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1187
 NU1187.The geoid height was determined by GEOID03.
 NU1187
 NU1187.The dynamic height is computed by dividing the NAVD 88
 NU1187.geopotential number by the normal gravity value computed on the
 NU1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1187.degrees latitude (g = 980.6199 gals.).
 NU1187
 NU1187.The modeled gravity was interpolated from observed gravity values.
 NU1187
 NU1187;                    North         East     Units Scale Factor Converg.
 NU1187;SPC ID C     -    99,816.184   513,709.244   MT  0.99994968   +0 06 46.6
 NU1187;UTM  12      - 4,716,426.282   267,454.242   MT  1.00026538   -1 55 01.9
 NU1187
 NU1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1187!SPC ID C     -   0.99980403  x   0.99994968  =   0.99975372
 NU1187!UTM  12      -   0.99980403  x   1.00026538  =   1.00006935
 NU1187
 NU1187|---------------------------------------------------------------------|
 NU1187| PID    Reference Object                     Distance      Geod. Az  |
 NU1187|                                                           dddmmss.s |
 NU1187| NU1189 IDA 80 122 RM 2                      24.990 METERS 09126     |
 NU1187| NU1186 IDA 80 122 AZ MK                    APPROX. 1.7 KM 2842056.4 |
 NU1187| NU1188 IDA 80 122 RM 1                      21.315 METERS 35432     |
 NU1187|---------------------------------------------------------------------|
 NU1187
 NU1187                          SUPERSEDED SURVEY CONTROL
 NU1187
 NU1187  NAD 83(1986)-  42 33 54.81198(N)    113 49 58.92781(W) AD(       ) 2
 NU1187  NAD 27      -  42 33 55.13260(N)    113 49 55.85440(W) AD(       ) 2
 NU1187  NGVD 29 (??/??/92) 1263.40   (m)         4145.0    (f) COMPUTED    2 0
 NU1187
 NU1187.Superseded values are not recommended for survey control.
 NU1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1187.See file dsdata.txt to determine how the superseded data were derived.
 NU1187
 NU1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN6745416426(NAD 83)
 NU1187_MARKER: DS = TRIANGULATION STATION DISK
 NU1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1187_STAMPING: IDA 80-122 1959
 NU1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1187+STABILITY: SURFACE MOTION
 NU1187
 NU1187  HISTORY     - Date     Condition        Report By
 NU1187  HISTORY     - 1959     MONUMENTED       CGS
 NU1187  HISTORY     - 1960     GOOD             NGS
 NU1187
 NU1187                          STATION DESCRIPTION
 NU1187
 NU1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1187'THE STATION IS ABOUT 2 MILES NORTH AND 2 MILES WEST OF BURLEY,
 NU1187'ON THE EAST SIDE OF ROAD NO. 850 WEST AND 0.25 MILE NORTH OF
 NU1187'ITS JUNCTION WITH ROAD NO. 400 SOUTH.  AT THE SOUTHWEST
 NU1187'CORNER OF A SMALL PASTURE ABOUT 75 YARDS SOUTHWEST OF A
 NU1187'FRAME HOUSE.
 NU1187'
 NU1187'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 NU1187'27 IN BURLEY, GO NORTH ON STATE HIGHWAY 27 FOR 1.6 MILES TO
 NU1187'WHERE THE HIGHWAY CURVES NORTHEAST.  TURN LEFT, WEST, ON
 NU1187'BLACK-TOP ROAD FOR 2.0 MILES TO THE JUNCTION OF ROADS NO. 400
 NU1187'SOUTH AND 850 WEST.  TURN RIGHT, NORTH, FOR 0.25 MILE TO THE
 NU1187'STATION ON THE RIGHT.
 NU1187'
 NU1187'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 NU1187'ON ROAD NO. 850 WEST FOR 0.75 MILE.  TURN LEFT, WEST, ON
 NU1187'ROAD NO. 300 SOUTH FOR 1.0 MILE TO ROAD NO. 950 WEST.  TURN
 NU1187'LEFT, SOUTH, FOR 0.45 MILE TO THE MARK ON THE LEFT, EAST
 NU1187'SIDE OF THE ROAD.
 NU1187'
 NU1187'THE SURFACE, UNDERGROUND AND ALL MARKS ARE STANDARD DISKS
 NU1187'SET IN CONCRETE POSTS.
 NU1187'
 NU1187'THE STATION MARK, STAMPED IDA 80-122 1959, IS JUST NORTHEAST
 NU1187'OF A FENCE CORNER, 6-1/2 FEET EAST AND 4 FEET NORTH OF THE
 NU1187'FENCE LINES, 32 FEET EAST OF THE CENTER OF THE ROAD, AND
 NU1187'6 FEET EAST OF A METAL WITNESS POST WITH SIGN.  THE MARK
 NU1187'PROJECTS ABOUT 6 INCHES.
 NU1187'
 NU1187'REFERENCE MARK 1, STAMPED IDA 80-122 NO 1 1959, IS AT THE
 NU1187'WEST SIDE OF THE PASTURE, 6 INCHES EAST OF THE NORTH-SOUTH
 NU1187'FENCE LINE, AND PROJECTS ABOUT 4 INCHES.
 NU1187'
 NU1187'REFERENCE MARK 2, STAMPED IDA 80-122 NO 2 1959, IS AT THE
 NU1187'SOUTH SIDE OF THE PASTURE, 1 FOOT NORTH OF THE EAST-WEST
 NU1187'FENCE LINE, 2 FEET WEST OF A 3-FOOT HIGH STUMP, AND PROJECTS
 NU1187'ABOUT 4 INCHES.
 NU1187'
 NU1187'THE AZIMUTH MARK, STAMPED IDA 80-122 1959, PROJECTS ABOUT
 NU1187'1 INCH.  IT IS 26 FEET EAST OF THE CENTER OF ROAD NO. 950
 NU1187'WEST, 4 FEET SOUTHEAST OF A T-FENCE CORNER AND 3-1/2 FEET
 NU1187'EAST OF A METAL WITNESS POST WITH SIGN.
 NU1187'
 NU1187'NOTE--SEE DESCRIPTION FOR STATION IDA 80-122 AZIMUTH.
 NU1187
 NU1187                          STATION RECOVERY (1960)
 NU1187
 NU1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU1187'5.2 MI SW FROM PAUL.
 NU1187'2.0 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE HIGHWAY
 NU1187'25 AT PAUL TO ROAD 300 SOUTH, THENCE 2.5 MILES WEST TO ROAD 850 WEST,
 NU1187'THENCE 0.7 MILE SOUTH, 81.99 FEET WEST OF R.M. 2, 69.93 FEET SOUTH OF
 NU1187'R.M. 1, 32 FEET EAST OF THE CENTERLINE OF THE ROAD, 6 FEET EAST OF A
 NU1187'METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING
 NU1187'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1186 ***********************************************************************
 NU1186  DESIGNATION -  IDA 80 122 AZ MK
 NU1186  PID         -  NU1186
 NU1186  STATE/COUNTY-  ID/MINIDOKA
 NU1186  USGS QUAD   -  BURLEY SE (1978)
 NU1186
 NU1186                         *CURRENT SURVEY CONTROL
 NU1186  ___________________________________________________________________
 NU1186* NAD 83(1992)-  42 34 08.17362(N)    113 51 09.62684(W)     ADJUSTED  
 NU1186* NAVD 88     -      1280.549  (meters)    4201.27   (feet)  ADJUSTED  
 NU1186  ___________________________________________________________________
 NU1186  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 NU1186  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 NU1186  DYNAMIC HT  -        1279.834 (meters)    4198.92  (feet)  COMP
 NU1186  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 NU1186
 NU1186  HORZ ORDER  -  SECOND
 NU1186  VERT ORDER  -  SECOND    CLASS 0
 NU1186
 NU1186.The horizontal coordinates were established by classical geodetic methods
 NU1186.and adjusted by the National Geodetic Survey in July 1992..
 NU1186
 NU1186.The orthometric height was determined by differential leveling
 NU1186.and adjusted by the National Geodetic Survey in June 1991..
 NU1186
 NU1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1186
 NU1186.The geoid height was determined by GEOID03.
 NU1186
 NU1186.The dynamic height is computed by dividing the NAVD 88
 NU1186.geopotential number by the normal gravity value computed on the
 NU1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1186.degrees latitude (g = 980.6199 gals.).
 NU1186
 NU1186.The modeled gravity was interpolated from observed gravity values.
 NU1186
 NU1186;                    North         East     Units Scale Factor Converg.
 NU1186;SPC ID C     -   100,225.454   512,096.095   MT  0.99994917   +0 05 58.8
 NU1186;UTM  12      - 4,716,892.592   265,856.092   MT  1.00027456   -1 55 50.3
 NU1186
 NU1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1186!SPC ID C     -   0.99980149  x   0.99994917  =   0.99975067
 NU1186!UTM  12      -   0.99980149  x   1.00027456  =   1.00007599
 NU1186
 NU1186:                Primary Azimuth Mark                     Grid Az
 NU1186:SPC ID C     -  IDA 80 122                               104 14 09.7
 NU1186:UTM  12      -  IDA 80 122                               106 15 58.8
 NU1186
 NU1186|---------------------------------------------------------------------|
 NU1186| PID    Reference Object                     Distance      Geod. Az  |
 NU1186|                                                           dddmmss.s |
 NU1186| NU1187 IDA 80 122                          APPROX. 1.7 KM 1042008.5 |
 NU1186|---------------------------------------------------------------------|
 NU1186
 NU1186                          SUPERSEDED SURVEY CONTROL
 NU1186
 NU1186  NAD 83(1986)-  42 34 08.17320(N)    113 51 09.62344(W) AD(       ) 2
 NU1186  NAD 27      -  42 34 08.49350(N)    113 51 06.54800(W) AD(       ) 2
 NU1186  NGVD 29 (??/??/92) 1279.59   (m)         4198.1    (f) COMPUTED    2 0
 NU1186
 NU1186.Superseded values are not recommended for survey control.
 NU1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1186.See file dsdata.txt to determine how the superseded data were derived.
 NU1186
 NU1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN6585616893(NAD 83)
 NU1186_MARKER: DZ = AZIMUTH MARK DISK
 NU1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1186_STAMPING: IDA 80-122 1959
 NU1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1186+STABILITY: SURFACE MOTION
 NU1186
 NU1186  HISTORY     - Date     Condition        Report By
 NU1186  HISTORY     - 1959     MONUMENTED       CGS
 NU1186  HISTORY     - 1960     GOOD             NGS
 NU1186
 NU1186                          STATION DESCRIPTION
 NU1186
 NU1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1186'LOCATED ABOUT 3 MILES WEST AND 2-1/4 MILES NORTH OF BURLEY,
 NU1186'ON THE EAST SIDE OF ROAD NUMBER 950 WEST AND 0.45 MILE SOUTH
 NU1186'OF ITS JUNCTION WITH ROAD NUMBER 300 SOUTH.
 NU1186'
 NU1186'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 NU1186'HIGHWAY 27 IN BURLEY, GO NORTH ON STATE HIGHWAY 27 FOR 1.6
 NU1186'MILES TO WHERE HIGHWAY CURVES NORTHEAST.  TURN LEFT, WEST,
 NU1186'ON BLACK TOP ROAD FOR 2 MILES TO THE JUNCTION OF ROAD NUMBER
 NU1186'400 SOUTH AND 850 WEST.  TURN RIGHT, NORTH, FOR 0.25 MILE
 NU1186'TO STATION IDA 80-122 ON RIGHT.  CONTINUE NORTH ON ROAD NUMBER
 NU1186'850 WEST FOR 0.75 MILE--TURN LEFT, WEST, ON ROAD NUMBER 300
 NU1186'SOUTH FOR 1 MILE TO ROAD NUMBER 950 WEST.  TURN LEFT, SOUTH,
 NU1186'FOR 0.45 MILE TO THE MARK ON THE LEFT, EAST SIDE OF THE ROAD.
 NU1186'
 NU1186'THE AZIMUTH MARK A STANDARD DISK, STAMPED IDA 80-122 1959,
 NU1186'PROJECTING 1-INCH.  IT IS 26 FEET EAST OF ROAD NUMBER 950
 NU1186'WEST, 4 FEET SOUTHEAST OF A T-FENCE CORNER AND 3-1/2 FEET
 NU1186'EAST OF METAL WITNESS POST WITH SIGN.
 NU1186
 NU1186                          STATION RECOVERY (1960)
 NU1186
 NU1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU1186'5.95 MI SW FROM PAUL.
 NU1186'2.0 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE HIGHWAY
 NU1186'25 AT PAUL TO ROAD 300 SOUTH, THENCE 3.5 MILES WEST TO ROAD 950 WEST,
 NU1186'THENCE 0.45 MILE SOUTH, 26 FEET EAST OF THE CENTERLINE OF THE ROAD, 4
 NU1186'FEET SOUTHEAST OF A FENCE CORNER, 3.5 FEET EAST OF A METAL WITNESS
 NU1186'POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1188 ***********************************************************************
 NU1188  DESIGNATION -  IDA 80 122 RM 1
 NU1188  PID         -  NU1188
 NU1188  STATE/COUNTY-  ID/MINIDOKA
 NU1188  USGS QUAD   -  BURLEY SE (1978)
 NU1188
 NU1188                         *CURRENT SURVEY CONTROL
 NU1188  ___________________________________________________________________
 NU1188* NAD 83(1986)-  42 33 55.     (N)    113 49 59.     (W)     SCALED    
 NU1188* NAVD 88     -      1264.227  (meters)    4147.72   (feet)  ADJUSTED  
 NU1188  ___________________________________________________________________
 NU1188  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NU1188  DYNAMIC HT  -        1263.516 (meters)    4145.39  (feet)  COMP
 NU1188  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 NU1188
 NU1188  VERT ORDER  -  SECOND    CLASS 0
 NU1188
 NU1188.The horizontal coordinates were scaled from a topographic map and have
 NU1188.an estimated accuracy of +/- 6 seconds.
 NU1188
 NU1188.The orthometric height was determined by differential leveling
 NU1188.and adjusted by the National Geodetic Survey in June 1991..
 NU1188
 NU1188.The geoid height was determined by GEOID03.
 NU1188
 NU1188.The dynamic height is computed by dividing the NAVD 88
 NU1188.geopotential number by the normal gravity value computed on the
 NU1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1188.degrees latitude (g = 980.6199 gals.).
 NU1188
 NU1188.The modeled gravity was interpolated from observed gravity values.
 NU1188
 NU1188;                    North         East    Units  Estimated Accuracy
 NU1188;SPC ID C     -    99,820.      513,710.      MT  (+/- 180 meters Scaled)
 NU1188
 NU1188                          SUPERSEDED SURVEY CONTROL
 NU1188
 NU1188  NGVD 29 (??/??/92) 1263.27   (m)         4144.6    (f) COMPUTED    2 0
 NU1188
 NU1188.Superseded values are not recommended for survey control.
 NU1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1188.See file dsdata.txt to determine how the superseded data were derived.
 NU1188
 NU1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN674164(NAD 83)
 NU1188_MARKER: DR = REFERENCE MARK DISK
 NU1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1188_STAMPING: IDA 80-122 NO 1 1960
 NU1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1188+STABILITY: SURFACE MOTION
 NU1188
 NU1188  HISTORY     - Date     Condition        Report By
 NU1188  HISTORY     - 1959     MONUMENTED       CGS
 NU1188
 NU1188                          STATION DESCRIPTION
 NU1188
 NU1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NU1188'5.2 MI SW FROM PAUL.
 NU1188'2.0 MILES SOUTH OF STATE HIGHWAY 27 FROM THE JUNCTION OF STATE HIGHWAY
 NU1188'25 AT PAUL TO ROAD 300 SOUTH, THENCE 2.5 MILES WEST TO ROAD 850 WEST,
 NU1188'THENCE 0.7 MILE SOUTH, 69.93 FEET NORTH OF THE STATION, SET IN A
 NU1188'SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1189 ***********************************************************************
 NU1189  DESIGNATION -  IDA 80 122 RM 2
 NU1189  PID         -  NU1189
 NU1189  STATE/COUNTY-  ID/MINIDOKA
 NU1189  USGS QUAD   -  BURLEY SE (1978)
 NU1189
 NU1189                         *CURRENT SURVEY CONTROL
 NU1189  ___________________________________________________________________
 NU1189* NAD 83(1986)-  42 33 55.     (N)    113 49 59.     (W)     SCALED    
 NU1189* NAVD 88     -      1264.411  (meters)    4148.32   (feet)  ADJUSTED  
 NU1189  ___________________________________________________________________
 NU1189  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NU1189  DYNAMIC HT  -        1263.701 (meters)    4145.99  (feet)  COMP
 NU1189  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 NU1189
 NU1189  VERT ORDER  -  SECOND    CLASS 0
 NU1189
 NU1189.The horizontal coordinates were scaled from a topographic map and have
 NU1189.an estimated accuracy of +/- 6 seconds.
 NU1189
 NU1189.The orthometric height was determined by differential leveling
 NU1189.and adjusted by the National Geodetic Survey in June 1991..
 NU1189
 NU1189.The geoid height was determined by GEOID03.
 NU1189
 NU1189.The dynamic height is computed by dividing the NAVD 88
 NU1189.geopotential number by the normal gravity value computed on the
 NU1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1189.degrees latitude (g = 980.6199 gals.).
 NU1189
 NU1189.The modeled gravity was interpolated from observed gravity values.
 NU1189
 NU1189;                    North         East    Units  Estimated Accuracy
 NU1189;SPC ID C     -    99,820.      513,710.      MT  (+/- 180 meters Scaled)
 NU1189
 NU1189                          SUPERSEDED SURVEY CONTROL
 NU1189
 NU1189  NGVD 29 (??/??/92) 1263.45   (m)         4145.2    (f) COMPUTED    2 0
 NU1189
 NU1189.Superseded values are not recommended for survey control.
 NU1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1189.See file dsdata.txt to determine how the superseded data were derived.
 NU1189
 NU1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN674164(NAD 83)
 NU1189_MARKER: DR = REFERENCE MARK DISK
 NU1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1189_STAMPING: IDA 80-122 NO 2 1959
 NU1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1189+STABILITY: SURFACE MOTION
 NU1189
 NU1189  HISTORY     - Date     Condition        Report By
 NU1189  HISTORY     - 1959     MONUMENTED       CGS
 NU1189  HISTORY     - 1960     GOOD             NGS
 NU1189
 NU1189                          STATION DESCRIPTION
 NU1189
 NU1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1189'5.2 MI SW FROM PAUL.
 NU1189'2.0 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE HIGHWAY
 NU1189'25 AT PAUL TO ROAD 300 SOUTH, THENCE 2.5 MILES WEST TO ROAD 850 WEST,
 NU1189'THENCE 0.7 MILE SOUTH, 81.99 FEET EAST OF THE STATION, SET IN A SQUARE
 NU1189'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1193 ***********************************************************************
 NU1193  DESIGNATION -  IDA 80 123
 NU1193  PID         -  NU1193
 NU1193  STATE/COUNTY-  ID/MINIDOKA
 NU1193  USGS QUAD   -  BURLEY SE (1978)
 NU1193
 NU1193                         *CURRENT SURVEY CONTROL
 NU1193  ___________________________________________________________________
 NU1193* NAD 83(1992)-  42 34 25.07783(N)    113 47 00.39872(W)     ADJUSTED  
 NU1193* NAVD 88     -      1267.364  (meters)    4158.01   (feet)  ADJUSTED  
 NU1193  ___________________________________________________________________
 NU1193  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 NU1193  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NU1193  DYNAMIC HT  -        1266.650 (meters)    4155.67  (feet)  COMP
 NU1193  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 NU1193
 NU1193  HORZ ORDER  -  SECOND
 NU1193  VERT ORDER  -  SECOND    CLASS 0
 NU1193
 NU1193.The horizontal coordinates were established by classical geodetic methods
 NU1193.and adjusted by the National Geodetic Survey in July 1992..
 NU1193
 NU1193.The orthometric height was determined by differential leveling
 NU1193.and adjusted by the National Geodetic Survey in June 1991..
 NU1193
 NU1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1193
 NU1193.The geoid height was determined by GEOID03.
 NU1193
 NU1193.The dynamic height is computed by dividing the NAVD 88
 NU1193.geopotential number by the normal gravity value computed on the
 NU1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1193.degrees latitude (g = 980.6199 gals.).
 NU1193
 NU1193.The modeled gravity was interpolated from observed gravity values.
 NU1193
 NU1193;                    North         East     Units Scale Factor Converg.
 NU1193;SPC ID C     -   100,759.246   517,778.849   MT  0.99995126   +0 08 47.4
 NU1193;UTM  12      - 4,717,224.817   271,555.947   MT  1.00024211   -1 53 02.1
 NU1193
 NU1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1193!SPC ID C     -   0.99980355  x   0.99995126  =   0.99975482
 NU1193!UTM  12      -   0.99980355  x   1.00024211  =   1.00004562
 NU1193
 NU1193|---------------------------------------------------------------------|
 NU1193| PID    Reference Object                     Distance      Geod. Az  |
 NU1193|                                                           dddmmss.s |
 NU1193| NU1194 IDA 80 123 RM 2                      22.110 METERS 18147     |
 NU1193| NU1191 IDA 80 123 AZ MK                    APPROX. 1.0 KM 2291020.2 |
 NU1193| CM4907 IDA 80 123 AZ MK RESET                             3592215.3 |
 NU1193| NU1192 IDA 80 123 RM 1                      20.913 METERS 35941     |
 NU1193|---------------------------------------------------------------------|
 NU1193
 NU1193                          SUPERSEDED SURVEY CONTROL
 NU1193
 NU1193  NAD 83(1986)-  42 34 25.07733(N)    113 47 00.39502(W) AD(       ) 2
 NU1193  NAD 27      -  42 34 25.39850(N)    113 46 57.33470(W) AD(       ) 2
 NU1193  NGVD 29 (??/??/92) 1266.402  (m)         4154.85   (f) ADJ UNCH    2 0
 NU1193
 NU1193.Superseded values are not recommended for survey control.
 NU1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1193.See file dsdata.txt to determine how the superseded data were derived.
 NU1193
 NU1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7155617225(NAD 83)
 NU1193_MARKER: DS = TRIANGULATION STATION DISK
 NU1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1193_STAMPING: IDA 80-123 1959
 NU1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1193+STABILITY: SURFACE MOTION
 NU1193
 NU1193  HISTORY     - Date     Condition        Report By
 NU1193  HISTORY     - 1959     MONUMENTED       CGS
 NU1193  HISTORY     - 1960     GOOD             NGS
 NU1193  HISTORY     - 1963     GOOD             CGS
 NU1193  HISTORY     - 1963     GOOD             CGS
 NU1193  HISTORY     - 1972     GOOD             NGS
 NU1193
 NU1193                          STATION DESCRIPTION
 NU1193
 NU1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1193'THE STATION IS 2.6 MILES NORTH ALONG STATE HIGHWAY 27 FROM
 NU1193'ITS JUNCTION WITH U.S. HIGHWAY 30 IN BURLEY, ON THE EAST
 NU1193'SIDE OF THE HIGHWAY AND JUST EAST OF THE FENCE LINE.
 NU1193'
 NU1193'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 NU1193'STATE HIGHWAY 27 FOR 1.0 MILE TO ROAD NO. 400 SOUTH.  TURN
 NU1193'RIGHT, WEST, FOR 0.3 MILE TO A TRACK ROAD RIGHT AT THE EAST
 NU1193'EDGE OF A CANAL.  TURN RIGHT, NORTH, ALONG THE CANAL FOR
 NU1193'0.5 MILE TO THE STATION SITE ON THE HIGHER EMBANKMENT ON THE
 NU1193'RIGHT WHICH IS ON THE EAST SIDE OF THE LOWER DRAINAGE CANAL.
 NU1193'CONTINUE NORTH ABOUT 100 YARDS THEN PACK EAST ACROSS THE FENCE,
 NU1193'THENCE SOUTH ALONG THE EAST BANK OF THE LOWER DRAINAGE CANAL
 NU1193'FOR 100 YARDS TO THE MARK AS DESCRIBED BELOW.
 NU1193'
 NU1193'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS
 NU1193'SET IN CONCRETE POSTS.  STAMPED IDA 80-123 1959 NO 1 AND NO
 NU1193'2 RESPECTIVELY.
 NU1193'
 NU1193'THE STATION MARK IS 41 FEET EAST OF THE CENTER LINE OF STATE
 NU1193'HIGHWAY 27, AND 4 FEET EAST OF THE FENCE LINE AND METAL
 NU1193'WITNESS POST WITH SIGN.  THE MARK PROJECTS ABOUT 7 INCHES.
 NU1193'
 NU1193'REFERENCE MARK 1 IS 1 FOOT EAST OF THE FENCE LINE AND PROJECTS
 NU1193'ABOUT 5 INCHES.
 NU1193'
 NU1193'REFERENCE MARK 2 IS 1 FOOT EAST OF THE FENCE LINE AND 29.3
 NU1193'FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE CULVERT
 NU1193'HEADWALL.  IT PROJECTS 3 INCHES.
 NU1193'
 NU1193'THE AZIMUTH MARK, STAMPED IDA 80-123 1959, IS A STANDARD
 NU1193'DISK CEMENTED IN THE TOP OF A 4-INCH SOIL PIPE PROJECTING
 NU1193'ABOUT 4 INCHES.  IT IS ON THE HIGHEST POINT OF THE EAST BANK
 NU1193'OF THE LOWER CANAL DRAINAGE AND ABOUT 25 YARDS WEST-NORTHWEST
 NU1193'OF A GROUP OF 3 OR 4 TALL TREES.
 NU1193
 NU1193                          STATION RECOVERY (1960)
 NU1193
 NU1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU1193'2.15 MI S FROM PAUL.
 NU1193'2.15 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE
 NU1193'HIGHWAY 25 AT PAUL, 72.54 FEET NORTH OF R.M. 2, 68.62 FEET SOUTH OF
 NU1193'R.M. 1, 41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF
 NU1193'A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST
 NU1193'PROJECTING 7 INCHES.
 NU1193
 NU1193                          STATION RECOVERY (1963)
 NU1193
 NU1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 NU1193'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED IN
 NU1193'GOOD CONDITION.
 NU1193'
 NU1193'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED
 NU1193'THAT THE AZIMUTH MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 NU1193'CONSTRUCTION.
 NU1193
 NU1193                          STATION RECOVERY (1963)
 NU1193
 NU1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 NU1193'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 NU1193'THE AZIMUTH MARK WAS FOUND LYING ON THE GROUND NEAR ITS ORIGINAL
 NU1193'POSITION.  THE OWNER HAD LEVELED THE CANAL BANK AREA THE
 NU1193'AZIMUTH MARK WAS SET.  NO SUITABLE PLACE WAS FOUND TO RESET
 NU1193'THE MARK IN THAT AREA, SO AN AZIMUTH MARK WAS SET NORTH OF
 NU1193'THE STATION AS DESCRIBED BELOW.
 NU1193'
 NU1193'AZIMUTH MARK IS A STANDARD DISK, STAMPED IDA 80-123 1959
 NU1193'RESET 1963, SET IN A DRILL HOLE IN CEMENT IN THE SOUTHWEST
 NU1193'END OF A CONCRETE BRIDGE OVER A CANAL (B-4 CANAL), AT THE
 NU1193'SAME ELEVATION AS THE ROAD.  IT IS 19.5 FEET WEST OF THE
 NU1193'CENTERLINE OF THE HIGHWAY, 4.5 FEET NORTH OF A CONCRETE
 NU1193'POST SUPPORTING THE METAL RAILING AND 1.0 FEET NORTHEAST
 NU1193'OF THE EXTREME SOUTHWEST END OF THE BRIDGE ROADBED.  IT IS
 NU1193'180 FEET SOUTH OF 200 SOUTH STREET.  TO REACH FROM THE
 NU1193'STATION, GO NORTH ON STATE HIGHWAY 27 FOR 1.2 MILES TO THE
 NU1193'BRIDGE AND THE AZIMUTH MARK.
 NU1193
 NU1193                          STATION RECOVERY (1972)
 NU1193
 NU1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JVT)
 NU1193'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 NU1193'GOOD CONDITION.  THE AZIMUTH MARK, IDA 80-123 1959 RESET
 NU1193'1963, WAS NOT SEARCHED FOR.
 NU1193'
 NU1193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--N 2.5 MI
 NU1193'OF BURLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1191 ***********************************************************************
 NU1191  DESIGNATION -  IDA 80 123 AZ MK
 NU1191  PID         -  NU1191
 NU1191  STATE/COUNTY-  ID/MINIDOKA
 NU1191  USGS QUAD   -  BURLEY SE (1978)
 NU1191
 NU1191                         *CURRENT SURVEY CONTROL
 NU1191  ___________________________________________________________________
 NU1191* NAD 83(1992)-  42 34 03.32965(N)    113 47 34.44933(W)     ADJUSTED  
 NU1191* NAVD 88     -      1269.412  (meters)    4164.73   (feet)  ADJUSTED  
 NU1191  ___________________________________________________________________
 NU1191  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 NU1191  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NU1191  DYNAMIC HT  -        1268.696 (meters)    4162.38  (feet)  COMP
 NU1191  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 NU1191
 NU1191  HORZ ORDER  -  SECOND
 NU1191  VERT ORDER  -  SECOND    CLASS 0
 NU1191
 NU1191.The horizontal coordinates were established by classical geodetic methods
 NU1191.and adjusted by the National Geodetic Survey in July 1992..
 NU1191
 NU1191.The orthometric height was determined by differential leveling
 NU1191.and adjusted by the National Geodetic Survey in June 1991..
 NU1191
 NU1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1191
 NU1191.The geoid height was determined by GEOID03.
 NU1191
 NU1191.The dynamic height is computed by dividing the NAVD 88
 NU1191.geopotential number by the normal gravity value computed on the
 NU1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1191.degrees latitude (g = 980.6199 gals.).
 NU1191
 NU1191.The modeled gravity was interpolated from observed gravity values.
 NU1191
 NU1191;                    North         East     Units Scale Factor Converg.
 NU1191;SPC ID C     -   100,086.260   517,003.964   MT  0.99995092   +0 08 24.3
 NU1191;UTM  12      - 4,716,579.517   270,757.471   MT  1.00024661   -1 53 24.4
 NU1191
 NU1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1191!SPC ID C     -   0.99980323  x   0.99995092  =   0.99975416
 NU1191!UTM  12      -   0.99980323  x   1.00024661  =   1.00004980
 NU1191
 NU1191                          SUPERSEDED SURVEY CONTROL
 NU1191
 NU1191  NAD 83(1986)-  42 34 03.32917(N)    113 47 34.44565(W) AD(       ) 2
 NU1191  NAD 27      -  42 34 03.64980(N)    113 47 31.38380(W) AD(       ) 2
 NU1191  NGVD 29 (??/??/92) 1268.45   (m)         4161.6    (f) COMPUTED    2 0
 NU1191
 NU1191.Superseded values are not recommended for survey control.
 NU1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1191.See file dsdata.txt to determine how the superseded data were derived.
 NU1191
 NU1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7075716580(NAD 83)
 NU1191_MARKER: DZ = AZIMUTH MARK DISK
 NU1191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NU1191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NU1191_STAMPING: IDA 80-123 1959
 NU1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1191
 NU1191  HISTORY     - Date     Condition        Report By
 NU1191  HISTORY     - 1959     MONUMENTED       CGS
 NU1191  HISTORY     - 1960     GOOD             NGS
 NU1191
 NU1191                          STATION DESCRIPTION
 NU1191
 NU1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1191'TELLUROMETER TRAVERSE WAS RUN FROM TRIANGULATION STATION
 NU1191'IDA 80-123 TO ITS AZIMUTH MARK.  THE DISTANCE BEING 966.4
 NU1191'METERS WITH NO CHECK FOR THE VERIFICATION OF THE MEASUREMENT.
 NU1191'IT IS MARKED BY A STANDARD DISK AZIMUTH MARK, STAMPED IDA
 NU1191'80-123 1959, CEMENTED IN A SECTION OF 4-INCH SOIL PIPE PROJECTING
 NU1191'ABOUT 4 INCHES, LOCATED ON THE HIGHEST POINT ALONG THE EAST
 NU1191'BANK OF A DRAINAGE CANAL, 25 YARDS WEST-NORTHWEST OF A GROUP
 NU1191'OF TALL COTTONWOOD TREES.  TO REACH FROM THE TRIANGULATION
 NU1191'STATION (IDA 80-123), GO SOUTH 1 MILE ON STATE HIGHWAY 27
 NU1191'TO ROAD DESIGNATED NO. 400 SOUTH, TURN RIGHT, WEST, FOR
 NU1191'0.3 MILE TO A TRACK ROAD TO RIGHT AT THE EAST EDGE OF THE
 NU1191'CANAL, BEAR ALONG THE CANAL, NORTH, FOR 1/2 MILE TO WHERE
 NU1191'THE MARK IS UPON THE EMBANKMENT, PASS THIS 100 YARDS THEN
 NU1191'BY FOOT 100 YARDS AND OVER FENCE, AND GO BACK 100 YARDS
 NU1191'SOUTH ALONG THE EMBANKMENT TO THE MARK.
 NU1191
 NU1191                          STATION RECOVERY (1960)
 NU1191
 NU1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU1191'4.0 MI S FROM PAUL.
 NU1191'3.2 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE HIGHWAY
 NU1191'25 AT PAUL TO ROAD 400 SOUTH, THENCE 0.3 MILE WEST TO A CANAL, THENCE
 NU1191'0.5 MILE NORTHEAST ALONG CANAL BANK, MARK IS SET ON THE TOP OF THE
 NU1191'EAST BANK OF A DRAINAGE CANAL ABOUT 100 YARDS FROM THE NORTH END OF
 NU1191'THE CANAL, SET IN THE TOP OF A 4 INCH SOIL PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1192 ***********************************************************************
 NU1192  DESIGNATION -  IDA 80 123 RM 1
 NU1192  PID         -  NU1192
 NU1192  STATE/COUNTY-  ID/MINIDOKA
 NU1192  USGS QUAD   -  BURLEY SE (1978)
 NU1192
 NU1192                         *CURRENT SURVEY CONTROL
 NU1192  ___________________________________________________________________
 NU1192* NAD 83(1986)-  42 34 25.     (N)    113 47 00.     (W)     SCALED    
 NU1192* NAVD 88     -      1267.182  (meters)    4157.41   (feet)  ADJUSTED  
 NU1192  ___________________________________________________________________
 NU1192  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NU1192  DYNAMIC HT  -        1266.467 (meters)    4155.07  (feet)  COMP
 NU1192  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 NU1192
 NU1192  VERT ORDER  -  SECOND    CLASS 0
 NU1192
 NU1192.The horizontal coordinates were scaled from a topographic map and have
 NU1192.an estimated accuracy of +/- 6 seconds.
 NU1192
 NU1192.The orthometric height was determined by differential leveling
 NU1192.and adjusted by the National Geodetic Survey in June 1991..
 NU1192
 NU1192.The geoid height was determined by GEOID03.
 NU1192
 NU1192.The dynamic height is computed by dividing the NAVD 88
 NU1192.geopotential number by the normal gravity value computed on the
 NU1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1192.degrees latitude (g = 980.6199 gals.).
 NU1192
 NU1192.The modeled gravity was interpolated from observed gravity values.
 NU1192
 NU1192;                    North         East    Units  Estimated Accuracy
 NU1192;SPC ID C     -   100,760.      517,790.      MT  (+/- 180 meters Scaled)
 NU1192
 NU1192                          SUPERSEDED SURVEY CONTROL
 NU1192
 NU1192  NGVD 29 (??/??/92) 1266.219  (m)         4154.25   (f) ADJ UNCH    2 0
 NU1192
 NU1192.Superseded values are not recommended for survey control.
 NU1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1192.See file dsdata.txt to determine how the superseded data were derived.
 NU1192
 NU1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN715172(NAD 83)
 NU1192_MARKER: DR = REFERENCE MARK DISK
 NU1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1192_STAMPING: IDA 80-123 NO 1 1959
 NU1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1192+STABILITY: SURFACE MOTION
 NU1192
 NU1192  HISTORY     - Date     Condition        Report By
 NU1192  HISTORY     - 1959     MONUMENTED       CGS
 NU1192  HISTORY     - 1960     GOOD             NGS
 NU1192
 NU1192                          STATION DESCRIPTION
 NU1192
 NU1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1192'2.15 MI S FROM PAUL.
 NU1192'2.15 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE
 NU1192'HIGHWAY 25 AT PAUL, 68.62 FEET NORTH OF THE STATION MARK, 1 FOOT EAST
 NU1192'OF A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1194 ***********************************************************************
 NU1194  DESIGNATION -  IDA 80 123 RM 2
 NU1194  PID         -  NU1194
 NU1194  STATE/COUNTY-  ID/MINIDOKA
 NU1194  USGS QUAD   -  BURLEY SE (1978)
 NU1194
 NU1194                         *CURRENT SURVEY CONTROL
 NU1194  ___________________________________________________________________
 NU1194* NAD 83(1986)-  42 34 25.     (N)    113 47 00.     (W)     SCALED    
 NU1194* NAVD 88     -      1267.262  (meters)    4157.68   (feet)  ADJUSTED  
 NU1194  ___________________________________________________________________
 NU1194  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NU1194  DYNAMIC HT  -        1266.547 (meters)    4155.33  (feet)  COMP
 NU1194  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 NU1194
 NU1194  VERT ORDER  -  SECOND    CLASS 0
 NU1194
 NU1194.The horizontal coordinates were scaled from a topographic map and have
 NU1194.an estimated accuracy of +/- 6 seconds.
 NU1194
 NU1194.The orthometric height was determined by differential leveling
 NU1194.and adjusted by the National Geodetic Survey in June 1991..
 NU1194
 NU1194.The geoid height was determined by GEOID03.
 NU1194
 NU1194.The dynamic height is computed by dividing the NAVD 88
 NU1194.geopotential number by the normal gravity value computed on the
 NU1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1194.degrees latitude (g = 980.6199 gals.).
 NU1194
 NU1194.The modeled gravity was interpolated from observed gravity values.
 NU1194
 NU1194;                    North         East    Units  Estimated Accuracy
 NU1194;SPC ID C     -   100,760.      517,790.      MT  (+/- 180 meters Scaled)
 NU1194
 NU1194                          SUPERSEDED SURVEY CONTROL
 NU1194
 NU1194  NGVD 29 (??/??/92) 1266.299  (m)         4154.52   (f) ADJ UNCH    2 0
 NU1194
 NU1194.Superseded values are not recommended for survey control.
 NU1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1194.See file dsdata.txt to determine how the superseded data were derived.
 NU1194
 NU1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN715172(NAD 83)
 NU1194_MARKER: DR = REFERENCE MARK DISK
 NU1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1194_STAMPING: IDA 80-123 NO 2 1959
 NU1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1194+STABILITY: SURFACE MOTION
 NU1194
 NU1194  HISTORY     - Date     Condition        Report By
 NU1194  HISTORY     - 1959     MONUMENTED       CGS
 NU1194  HISTORY     - 1960     GOOD             NGS
 NU1194
 NU1194                          STATION DESCRIPTION
 NU1194
 NU1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1194'2.15 MI S FROM PAUL.
 NU1194'2.15 MILES SOUTH ON STATE HIGHWAY 27 FROM THE JUNCTION OF STATE
 NU1194'HIGHWAY 25 AT PAUL, 72.54 FEET SOUTH OF THE STATION MARK, 29.3 FEET
 NU1194'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE CULVERT, SET IN A
 NU1194'SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1160 ***********************************************************************
 NU1160  DESIGNATION -  IDA 80 124
 NU1160  PID         -  NU1160
 NU1160  STATE/COUNTY-  ID/MINIDOKA
 NU1160  USGS QUAD   -  RUPERT (1976)
 NU1160
 NU1160                         *CURRENT SURVEY CONTROL
 NU1160  ___________________________________________________________________
 NU1160* NAD 83(1992)-  42 33 57.03840(N)    113 44 28.14004(W)     ADJUSTED  
 NU1160* NAVD 88     -      1266.294  (meters)    4154.50   (feet)  ADJUSTED  
 NU1160  ___________________________________________________________________
 NU1160  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 NU1160  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 NU1160  DYNAMIC HT  -        1265.574 (meters)    4152.14  (feet)  COMP
 NU1160  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 NU1160
 NU1160  HORZ ORDER  -  SECOND
 NU1160  VERT ORDER  -  FIRST     CLASS II
 NU1160
 NU1160.The horizontal coordinates were established by classical geodetic methods
 NU1160.and adjusted by the National Geodetic Survey in July 1992..
 NU1160
 NU1160.The orthometric height was determined by differential leveling
 NU1160.and adjusted by the National Geodetic Survey in June 1991..
 NU1160
 NU1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1160
 NU1160.The geoid height was determined by GEOID03.
 NU1160
 NU1160.The dynamic height is computed by dividing the NAVD 88
 NU1160.geopotential number by the normal gravity value computed on the
 NU1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1160.degrees latitude (g = 980.6199 gals.).
 NU1160
 NU1160.The modeled gravity was interpolated from observed gravity values.
 NU1160
 NU1160;                    North         East     Units Scale Factor Converg.
 NU1160;SPC ID C     -    99,903.831   521,253.763   MT  0.99995292   +0 10 30.3
 NU1160;UTM  12      - 4,716,246.557   274,999.340   MT  1.00022290   -1 51 18.0
 NU1160
 NU1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1160!SPC ID C     -   0.99980373  x   0.99995292  =   0.99975666
 NU1160!UTM  12      -   0.99980373  x   1.00022290  =   1.00002658
 NU1160
 NU1160:                Primary Azimuth Mark                     Grid Az
 NU1160:SPC ID C     -  IDA 80 124 AZ MK                         226 19 34.0
 NU1160:UTM  12      -  IDA 80 124 AZ MK                         228 21 22.3
 NU1160
 NU1160|---------------------------------------------------------------------|
 NU1160| PID    Reference Object                     Distance      Geod. Az  |
 NU1160|                                                           dddmmss.s |
 NU1160| NU1159 IDA 80 124 AZ MK                                   2263004.3 |
 NU1160| NU1161 IDA 80 124 RM 1                      15.283 METERS 22741     |
 NU1160| NU1162 IDA 80 124 RM 2                      16.820 METERS 31433     |
 NU1160|---------------------------------------------------------------------|
 NU1160
 NU1160                          SUPERSEDED SURVEY CONTROL
 NU1160
 NU1160  NAD 83(1986)-  42 33 57.03782(N)    113 44 28.13625(W) AD(       ) 2
 NU1160  NAD 27      -  42 33 57.36060(N)    113 44 25.08550(W) AD(       ) 2
 NU1160  NGVD 29 (??/??/92) 1265.331  (m)         4151.34   (f) ADJ UNCH    1 2
 NU1160
 NU1160.Superseded values are not recommended for survey control.
 NU1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1160.See file dsdata.txt to determine how the superseded data were derived.
 NU1160
 NU1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7499916247(NAD 83)
 NU1160_MARKER: DS = TRIANGULATION STATION DISK
 NU1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1160_STAMPING: IDA 80-124 1959
 NU1160_MARK LOGO: CGS   
 NU1160_PROJECTION: PROJECTING 15 CENTIMETERS
 NU1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1160+STABILITY: SURFACE MOTION
 NU1160
 NU1160  HISTORY     - Date     Condition        Report By
 NU1160  HISTORY     - 1959     MONUMENTED       CGS
 NU1160  HISTORY     - 1960     GOOD             NGS
 NU1160  HISTORY     - 1963     GOOD             CGS
 NU1160  HISTORY     - 1970     GOOD             NGS
 NU1160  HISTORY     - 1983     GOOD             NGS
 NU1160
 NU1160                          STATION DESCRIPTION
 NU1160
 NU1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1160'THE STATION IS ABOUT 4 MILES SOUTHWEST OF RUPERT, 3 MILES
 NU1160'NORTHEAST OF BURLEY, IN A FLAT GRASS COVERED AREA BETWEEN
 NU1160'U.S. HIGHWAY 30N AND THE RAILROAD TRACKS.
 NU1160'
 NU1160'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30N AND STATE
 NU1160'HIGHWAY 25 AT RUPERT GO SOUTHWEST ON U.S. HIGHWAY 30N FOR
 NU1160'3.7 MILES TO THE STATION ON THE RIGHT.
 NU1160'
 NU1160'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 80-124 1959,
 NU1160'IS A STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING
 NU1160'6 INCHES.  THE STATION IS 90 FEET NORTHWEST OF THE HIGHWAY,
 NU1160'17-1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD
 NU1160'TRACKS AND 8-1/2 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 NU1160'
 NU1160'REFERENCE MARK NO. 1, STAMPED IDA 80-124 NO 1 1959, IS A
 NU1160'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES
 NU1160'AND 15-1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD
 NU1160'TRACKS.
 NU1160'
 NU1160'REFERENCE MARK NO. 2, STAMPED IDA 80-124 NO 2 1959, IS A
 NU1160'STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES
 NU1160'AND IS 33 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD
 NU1160'TRACKS.
 NU1160'
 NU1160'THE AZIMUTH MARK, STAMPED IDA 80-124 1959, IS A STANDARD DISK
 NU1160'SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES, 0.05 MILE
 NU1160'EAST OF THE HEYBURN SUB-STATION, 31 FEET WEST OF THE WEST RAIL
 NU1160'OF THE RAILROAD TRACKS, 20 FEET SOUTH OF THE CENTERLINE OF A
 NU1160'PAVED ROAD (400 SOUTH) AND 2.3 FEET EAST OF A METAL WITNESS
 NU1160'POST WITH SIGN.  TO REACH FROM THE STATION CONTINUE SOUTHWEST
 NU1160'ON U.S. HIGHWAY 30N 0.4 MILE TO A PAVED CROSS ROAD (400 SOUTH).
 NU1160'TURN RIGHT, NORTHWEST, AND GO 0.05 MILE TO THE MARK ON THE
 NU1160'LEFT JUST AFTER CROSSING OVER THE RAILROAD TRACKS.
 NU1160
 NU1160                          STATION RECOVERY (1960)
 NU1160
 NU1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU1160'3.3 MI N FROM BURLEY.
 NU1160'3.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU1160'BURLEY, 90 FEET NORTHWEST OF U.S. HIGHWAY 30N, 55.18 FEET SOUTH OF
 NU1160'R.M. 2, 50.14 FEET NORTH OF R.M. 1, 17 1/2 FEET EAST OF THE EAST RAIL,
 NU1160'8 1/2 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE
 NU1160'CONCRETE POST PROJECTING 6 INCHES.
 NU1160
 NU1160                          STATION RECOVERY (1963)
 NU1160
 NU1160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 NU1160'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NU1160
 NU1160                          STATION RECOVERY (1970)
 NU1160
 NU1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NU1160'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 NU1160'IN GOOD CONDITION.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 NU1160'
 NU1160'ROUTE DESCRIPTION WAS ADEQUATE.
 NU1160
 NU1160                          STATION RECOVERY (1983)
 NU1160
 NU1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1160'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.45 KM
 NU1160'(0.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE EAST BOUND
 NU1160'INTERSTATE 84 OVERPASS BRIDGE AT HEYBURN, 0.7 KM (0.4 MI) NORTHEAST OF
 NU1160'THE INTERSECTION OF 400 SOUTH ROAD, 19.5 METERS (64 FT) NORTHWEST OF
 NU1160'THE SOUTH BOUND HIGHWAY CENTERLINE, 16.8 METERS (55 FT) SOUTHEAST
 NU1160'ACROSS THE UNION PACIFIC RAILROAD FROM RM 2, 15.3 METERS (50 FT)
 NU1160'NORTHEAST OF RM 1, 5.3 METERS (17.5 FT) SOUTHEAST OF THE SOUTHEAST
 NU1160'RAIL AND 4.3 METERS (14 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 NU1160'THE MARK IS 2.4 METERS  NE FROM A WITNESS POST.
 NU1160'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1159 ***********************************************************************
 NU1159  DESIGNATION -  IDA 80 124 AZ MK
 NU1159  PID         -  NU1159
 NU1159  STATE/COUNTY-  ID/MINIDOKA
 NU1159  USGS QUAD   -  RUPERT (1976)
 NU1159
 NU1159                         *CURRENT SURVEY CONTROL
 NU1159  ___________________________________________________________________
 NU1159* NAD 83(1986)-  42 33 41.     (N)    113 44 51.     (W)     SCALED    
 NU1159* NAVD 88     -      1266.434  (meters)    4154.96   (feet)  ADJUSTED  
 NU1159  ___________________________________________________________________
 NU1159  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 NU1159  DYNAMIC HT  -        1265.713 (meters)    4152.59  (feet)  COMP
 NU1159  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 NU1159
 NU1159  VERT ORDER  -  FIRST     CLASS II
 NU1159
 NU1159.The horizontal coordinates were scaled from a topographic map and have
 NU1159.an estimated accuracy of +/- 6 seconds.
 NU1159
 NU1159.The orthometric height was determined by differential leveling
 NU1159.and adjusted by the National Geodetic Survey in June 1991..
 NU1159
 NU1159.The geoid height was determined by GEOID03.
 NU1159
 NU1159.The dynamic height is computed by dividing the NAVD 88
 NU1159.geopotential number by the normal gravity value computed on the
 NU1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1159.degrees latitude (g = 980.6199 gals.).
 NU1159
 NU1159.The modeled gravity was interpolated from observed gravity values.
 NU1159
 NU1159;                    North         East    Units  Estimated Accuracy
 NU1159;SPC ID C     -    99,410.      520,730.      MT  (+/- 180 meters Scaled)
 NU1159
 NU1159                          SUPERSEDED SURVEY CONTROL
 NU1159
 NU1159  NGVD 29 (??/??/92) 1265.472  (m)         4151.80   (f) ADJ UNCH    1 2
 NU1159
 NU1159.Superseded values are not recommended for survey control.
 NU1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1159.See file dsdata.txt to determine how the superseded data were derived.
 NU1159
 NU1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN744157(NAD 83)
 NU1159_MARKER: DZ = AZIMUTH MARK DISK
 NU1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1159_STAMPING: IDA 80-124 1959
 NU1159_MARK LOGO: CGS   
 NU1159_PROJECTION: FLUSH
 NU1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1159+STABILITY: SURFACE MOTION
 NU1159
 NU1159  HISTORY     - Date     Condition        Report By
 NU1159  HISTORY     - 1959     MONUMENTED       CGS
 NU1159  HISTORY     - 1960     GOOD             NGS
 NU1159  HISTORY     - 1983     GOOD             NGS
 NU1159
 NU1159                          STATION DESCRIPTION
 NU1159
 NU1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1159'2.9 MI N FROM BURLEY.
 NU1159'2.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU1159'BURLEY TO A GRADE CROSSING AT THE HEYBURN SUB-STATION, 31 FEET WEST OF
 NU1159'THE WEST RAIL, 20 FEET SOUTH OF ROAD 400 SOUTH, 2.3 FEET EAST OF A
 NU1159'METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING
 NU1159'4 INCHES.
 NU1159
 NU1159                          STATION RECOVERY (1983)
 NU1159
 NU1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1159'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM
 NU1159'(0.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE EAST BOUND
 NU1159'INTERSTATE 84 OVERPASS BRIDGE AT HEYBURN, IN THE SOUTHWEST CORNER OF
 NU1159'THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND 400 SOUTH ROAD,
 NU1159'32.0 METERS (105 FT) NORTHWEST ACROSS THE TRACKS FROM THE SOUTH BOUND
 NU1159'HIGHWAY CENTERLINE, 9.4 METERS (31 FT) NORTHWEST OF THE NORTHWEST RAIL
 NU1159'AND 6.1 METERS (20 FT) SOUTH OF THE CENTER OF THE ROAD.
 NU1159'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 NU1159'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1161 ***********************************************************************
 NU1161  DESIGNATION -  IDA 80 124 RM 1
 NU1161  PID         -  NU1161
 NU1161  STATE/COUNTY-  ID/MINIDOKA
 NU1161  USGS QUAD   -  RUPERT (1976)
 NU1161
 NU1161                         *CURRENT SURVEY CONTROL
 NU1161  ___________________________________________________________________
 NU1161* NAD 83(1986)-  42 33 57.     (N)    113 44 28.     (W)     SCALED    
 NU1161* NAVD 88     -      1266.308  (meters)    4154.55   (feet)  ADJUSTED  
 NU1161  ___________________________________________________________________
 NU1161  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 NU1161  DYNAMIC HT  -        1265.587 (meters)    4152.18  (feet)  COMP
 NU1161  MODELED GRAV-     980,007.9   (mgal)                       NAVD 88
 NU1161
 NU1161  VERT ORDER  -  SECOND    CLASS 0
 NU1161
 NU1161.The horizontal coordinates were scaled from a topographic map and have
 NU1161.an estimated accuracy of +/- 6 seconds.
 NU1161
 NU1161.The orthometric height was determined by differential leveling
 NU1161.and adjusted by the National Geodetic Survey in June 1991..
 NU1161
 NU1161.The geoid height was determined by GEOID03.
 NU1161
 NU1161.The dynamic height is computed by dividing the NAVD 88
 NU1161.geopotential number by the normal gravity value computed on the
 NU1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1161.degrees latitude (g = 980.6199 gals.).
 NU1161
 NU1161.The modeled gravity was interpolated from observed gravity values.
 NU1161
 NU1161;                    North         East    Units  Estimated Accuracy
 NU1161;SPC ID C     -    99,900.      521,260.      MT  (+/- 180 meters Scaled)
 NU1161
 NU1161                          SUPERSEDED SURVEY CONTROL
 NU1161
 NU1161  NGVD 29 (??/??/92) 1265.344  (m)         4151.38   (f) ADJ UNCH    2 0
 NU1161
 NU1161.Superseded values are not recommended for survey control.
 NU1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1161.See file dsdata.txt to determine how the superseded data were derived.
 NU1161
 NU1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN750162(NAD 83)
 NU1161_MARKER: DR = REFERENCE MARK DISK
 NU1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1161_STAMPING: IDA 80-124 NO 1 1959
 NU1161_MARK LOGO: CGS   
 NU1161_PROJECTION: PROJECTING 5 CENTIMETERS
 NU1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1161+STABILITY: SURFACE MOTION
 NU1161
 NU1161  HISTORY     - Date     Condition        Report By
 NU1161  HISTORY     - 1959     MONUMENTED       CGS
 NU1161  HISTORY     - 1960     GOOD             NGS
 NU1161  HISTORY     - 1983     GOOD             NGS
 NU1161
 NU1161                          STATION DESCRIPTION
 NU1161
 NU1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1161'3.3 MI N FROM BURLEY.
 NU1161'3.3 MILES NORTH ALONG THE UNION PACIFIC RAILRAOD FROM THE STATION AT
 NU1161'BURLEY, 50.14 FEET SOUTH OF THE STATION, 15 1/2 FEET EAST OF THE EAST
 NU1161'RAIL, SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 NU1161
 NU1161                          STATION RECOVERY (1983)
 NU1161
 NU1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1161'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.45 KM
 NU1161'(0.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE EAST BOUND
 NU1161'INTERSTATE 84 OVERPASS BRIDGE AT HEYBURN, 0.7 KM (0.4 MI) NORTHEAST OF
 NU1161'THE INTERSECTION OF 400 SOUTH ROAD, 20.1 METERS (66 FT) NORTHWEST OF
 NU1161'THE SOUTH BOUND HIGHWAY CENTERLINE, 4.7 METERS (15.5 FT) SOUTHEAST OF
 NU1161'THE SOUTHEAST RAIL, 21.9 METERS (72 FT) SOUTH ACROSS THE TRACKS FROM
 NU1161'RM 2, 15.2 METERS (50 FT) SOUTHWEST OF THE STATION AND 5.2 METERS (17
 NU1161'FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 NU1161'THE MARK IS 12.8 METERS  S FROM A WITNESS POST.
 NU1161'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1162 ***********************************************************************
 NU1162  DESIGNATION -  IDA 80 124 RM 2
 NU1162  PID         -  NU1162
 NU1162  STATE/COUNTY-  ID/MINIDOKA
 NU1162  USGS QUAD   -  RUPERT (1976)
 NU1162
 NU1162                         *CURRENT SURVEY CONTROL
 NU1162  ___________________________________________________________________
 NU1162* NAD 83(1986)-  42 33 57.     (N)    113 44 28.     (W)     SCALED    
 NU1162* NAVD 88     -      1266.217  (meters)    4154.25   (feet)  ADJUSTED  
 NU1162  ___________________________________________________________________
 NU1162  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 NU1162  DYNAMIC HT  -        1265.496 (meters)    4151.88  (feet)  COMP
 NU1162  MODELED GRAV-     980,007.9   (mgal)                       NAVD 88
 NU1162
 NU1162  VERT ORDER  -  SECOND    CLASS 0
 NU1162
 NU1162.The horizontal coordinates were scaled from a topographic map and have
 NU1162.an estimated accuracy of +/- 6 seconds.
 NU1162
 NU1162.The orthometric height was determined by differential leveling
 NU1162.and adjusted by the National Geodetic Survey in June 1991..
 NU1162
 NU1162.The geoid height was determined by GEOID03.
 NU1162
 NU1162.The dynamic height is computed by dividing the NAVD 88
 NU1162.geopotential number by the normal gravity value computed on the
 NU1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1162.degrees latitude (g = 980.6199 gals.).
 NU1162
 NU1162.The modeled gravity was interpolated from observed gravity values.
 NU1162
 NU1162;                    North         East    Units  Estimated Accuracy
 NU1162;SPC ID C     -    99,900.      521,260.      MT  (+/- 180 meters Scaled)
 NU1162
 NU1162                          SUPERSEDED SURVEY CONTROL
 NU1162
 NU1162  NGVD 29 (??/??/92) 1265.253  (m)         4151.08   (f) ADJ UNCH    2 0
 NU1162
 NU1162.Superseded values are not recommended for survey control.
 NU1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1162.See file dsdata.txt to determine how the superseded data were derived.
 NU1162
 NU1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN750162(NAD 83)
 NU1162_MARKER: DR = REFERENCE MARK DISK
 NU1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1162_STAMPING: IDA 80-124 NO 2 1959
 NU1162_MARK LOGO: CGS   
 NU1162_PROJECTION: FLUSH
 NU1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1162+STABILITY: SURFACE MOTION
 NU1162
 NU1162  HISTORY     - Date     Condition        Report By
 NU1162  HISTORY     - 1959     MONUMENTED       CGS
 NU1162  HISTORY     - 1960     GOOD             NGS
 NU1162  HISTORY     - 1983     GOOD             NGS
 NU1162
 NU1162                          STATION DESCRIPTION
 NU1162
 NU1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1162'3.3 MI N FROM BURLEY.
 NU1162'3.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU1162'BURLEY, 55.18 FEET NORTH OF THE STATION, 33 FEET WEST OF THE WEST
 NU1162'RAIL, SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 NU1162
 NU1162                          STATION RECOVERY (1983)
 NU1162
 NU1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1162'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.45 KM
 NU1162'(0.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 30 FROM THE EAST BOUND
 NU1162'INTERSTATE 84 OVERPASS BRIDGE AT HEYBURN, 0.7 KM (0.4 MI) NORTHEAST OF
 NU1162'THE INTERSECTION OF 400 SOUTH ROAD, 36.3 METERS (119 FT) NORTHWEST
 NU1162'ACROSS THE UNION PACIFIC RAILROAD FROM THE SOUTH BOUND HIGHWAY
 NU1162'CENTERLINE, 21.9 METERS (72 FT) NORTH ACROSS THE TRACKS FROM RM 1,
 NU1162'16.8 METERS (55 FT) NORTHWEST OF THE STATION AND 10.1 METERS (33 FT)
 NU1162'NORTHWEST OF THE NORTHWEST RAIL.
 NU1162'THE MARK IS 53.5 METERS  NW FROM A WITNESS POST.
 NU1162'THE MARK IS 0.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1747 ***********************************************************************
 NU1747  DESIGNATION -  IDA 80 125
 NU1747  PID         -  NU1747
 NU1747  STATE/COUNTY-  ID/MINIDOKA
 NU1747  USGS QUAD   -  RUPERT (1976)
 NU1747
 NU1747                         *CURRENT SURVEY CONTROL
 NU1747  ___________________________________________________________________
 NU1747* NAD 83(1992)-  42 33 51.72576(N)    113 42 02.87318(W)     ADJUSTED  
 NU1747* NAVD 88     -      1268.2    (meters)    4161.     (feet)  VERTCON   
 NU1747  ___________________________________________________________________
 NU1747  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 NU1747  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NU1747
 NU1747  HORZ ORDER  -  SECOND
 NU1747
 NU1747.The horizontal coordinates were established by classical geodetic methods
 NU1747.and adjusted by the National Geodetic Survey in July 1992..
 NU1747
 NU1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1747
 NU1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1747
 NU1747.The geoid height was determined by GEOID03.
 NU1747
 NU1747;                    North         East     Units Scale Factor Converg.
 NU1747;SPC ID C     -    99,750.823   524,567.575   MT  0.99995479   +0 12 08.6
 NU1747;UTM  12      - 4,715,976.189   278,306.512   MT  1.00020472   -1 49 39.4
 NU1747
 NU1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1747!SPC ID C     -   0.99980343  x   0.99995479  =   0.99975823
 NU1747!UTM  12      -   0.99980343  x   1.00020472  =   1.00000811
 NU1747
 NU1747|---------------------------------------------------------------------|
 NU1747| PID    Reference Object                     Distance      Geod. Az  |
 NU1747|                                                           dddmmss.s |
 NU1747| CM4909 IDA 80 125 RM 1                      12.262 METERS 06644     |
 NU1747| CM4908 IDA 80 125 AZ MK                                   0730541.0 |
 NU1747| CM4910 IDA 80 125 RM 2                      19.627 METERS 27532     |
 NU1747|---------------------------------------------------------------------|
 NU1747
 NU1747                          SUPERSEDED SURVEY CONTROL
 NU1747
 NU1747  NAD 83(1986)-  42 33 51.72511(N)    113 42 02.86930(W) AD(       ) 2
 NU1747  NAD 27      -  42 33 52.04840(N)    113 41 59.82460(W) AD(       ) 2
 NU1747  NGVD 29 (07/19/86) 1267.2    (m)         4157.     (f) VERT ANG       
 NU1747
 NU1747.Superseded values are not recommended for survey control.
 NU1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1747.See file dsdata.txt to determine how the superseded data were derived.
 NU1747
 NU1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN7830715976(NAD 83)
 NU1747_MARKER: DE = TRAVERSE STATION DISK
 NU1747_SETTING: 0 = UNSPECIFIED SETTING
 NU1747
 NU1747  HISTORY     - Date     Condition        Report By
 NU1747  HISTORY     - 1959     MONUMENTED       CGS
 NU1747
 NU1747                          STATION DESCRIPTION
 NU1747
 NU1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1747'LOCATED ALONG THE INTERSTATE ROUTE ABOUT 2.2 MILES EAST OF
 NU1747'U.S. HIGHWAY 30 N, ABOUT 0.3 MILE SOUTH OF CENTER LINE.  ON
 NU1747'TOP OF HIGH EMBANKMENT OF DRAINAGE DITCH.
 NU1747'
 NU1747'TO REACH FROM BURLEY, GO EAST ON U.S. HIGHWAY 30 FOR 1.2 MILES.
 NU1747'THENCE NORTHEAST ON U.S. HIGHWAY 30 N FOR 2.4 MILES TO
 NU1747'INTERSECTION OF 400 SOUTH (EAST-WEST OIL ROAD).  TURN RIGHT EAST
 NU1747'ON OILED ROAD FOR 2.0 MILES TO INTERSECTION OF 400 SOUTH
 NU1747'AND 200 WEST, END OF OIL ROAD.  TURN LEFT NORTH ON 200 WEST
 NU1747'FOR 0.1 MILE.  THENCE RIGHT ON ROAD ALONG EMBANKMENT OF DRAINAGE
 NU1747'DITCH FOR 0.25 MILE TO SMALL BRIDGE AND END OF TRUCK TRAVEL.
 NU1747'STATION IS ON HIGH EMBANKMENT ABOUT 50 YARDS PACK.
 NU1747'
 NU1747'STATION IS A STANDARD TRAVERSE DISK STAMPED IDA 80-125 1959,
 NU1747'IT IS SET IN TOP OF A SOIL PIPE FILLED WITH CEMENT AND PROJECTING
 NU1747'1-FOOT, ON NORTH BANK OF DRAINAGE DITCH, 0.15 MILE NORTH
 NU1747'AND 0.25 MILE EAST OF INTERSECTION OF 200 WEST AND 400 SOUTH.
 NU1747'6 FEET EAST OF WITNESS POST WITH SIGN.
 NU1747'
 NU1747'REFERENCE MARKS 1 AND 2 ARE STANDARD DISK STAMPED IDA 80-125
 NU1747'NO 1 AND NO 2 1959, RESPECTIVELY.  SET IN TOP OF A SOIL PIPE
 NU1747'FILLED WITH CEMENT.  REFERENCE MARK 1 PROJECTS 10-INCHES AND
 NU1747'ABOUT 3-FEET BELOW THE STATION ON NORTH SIDE OF DRAINAGE
 NU1747'DITCH.
 NU1747'
 NU1747'REFERENCE MARK 2 PROJECTS 1-FOOT AND ABOUT LEVEL WITH STATION.
 NU1747'
 NU1747'TO REACHED THE AZIMUTH MARK FROM THE STATION GO WEST ON TRACK
 NU1747'ROAD ON NORTH SIDE OF DRAINAGE DITCH FOR 0.25 MILE TO ROAD 200 WEST
 NU1747'THENCE LEFT, WEST ON 200 WEST FOR 0.15 MILE TO INTERSECTION OF 400
 NU1747'SOUTH THENCE LEFT SOUTH FOR 1.0 MILE TO INTERSECTION OF 100
 NU1747'WEST THENCE LEFT EAST FOR 0.3 MILE TO AZIMUTH MARK.  A STANDARD
 NU1747'AZIMUTH MARK DISK STAMPED, IDA 80-125 1959, PROJECTING 1-FOOT,
 NU1747'21.0 FEET SOUTH OF CENTER LINE OF ROAD 100 WEST, 3-FEET
 NU1747'WEST OF RIGHTWAY FENCE, 2-FEET NORTHWEST OF WITNESS POST
 NU1747'WITH SIGN, SET IN TOP OF A ROUND CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1749 ***********************************************************************
 NU1749  DESIGNATION -  IDA 80 126 AZ MK
 NU1749  PID         -  NU1749
 NU1749  STATE/COUNTY-  ID/MINIDOKA
 NU1749  USGS QUAD   -  RUPERT (1976)
 NU1749
 NU1749                         *CURRENT SURVEY CONTROL
 NU1749  ___________________________________________________________________
 NU1749* NAD 83(1992)-  42 33 50.43678(N)    113 38 54.54753(W)     ADJUSTED  
 NU1749* NAVD 88     -      1269.0    (meters)    4163.     (feet)  VERTCON   
 NU1749  ___________________________________________________________________
 NU1749  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 NU1749  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 NU1749
 NU1749  HORZ ORDER  -  SECOND
 NU1749
 NU1749.The horizontal coordinates were established by classical geodetic methods
 NU1749.and adjusted by the National Geodetic Survey in July 1992..
 NU1749
 NU1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1749
 NU1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1749
 NU1749.The geoid height was determined by GEOID03.
 NU1749
 NU1749;                    North         East     Units Scale Factor Converg.
 NU1749;SPC ID C     -    99,727.550   528,863.158   MT  0.99995761   +0 14 16.0
 NU1749;UTM  12      - 4,715,800.730   282,599.591   MT  1.00018153   -1 47 31.8
 NU1749
 NU1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1749!SPC ID C     -   0.99980330  x   0.99995761  =   0.99976092
 NU1749!UTM  12      -   0.99980330  x   1.00018153  =   0.99998479
 NU1749
 NU1749:                Primary Azimuth Mark                     Grid Az
 NU1749:SPC ID C     -  IDA 80 127                               031 53 37.1
 NU1749:UTM  12      -  IDA 80 127                               033 55 24.9
 NU1749
 NU1749|---------------------------------------------------------------------|
 NU1749| PID    Reference Object                     Distance      Geod. Az  |
 NU1749|                                                           dddmmss.s |
 NU1749| NU1287 IDA 80 127                          APPROX. 0.9 KM 0320753.1 |
 NU1749|---------------------------------------------------------------------|
 NU1749
 NU1749                          SUPERSEDED SURVEY CONTROL
 NU1749
 NU1749  NAD 83(1986)-  42 33 50.43602(N)    113 38 54.54340(W) AD(       ) 2
 NU1749  NAD 27      -  42 33 50.75990(N)    113 38 51.51030(W) AD(       ) 2
 NU1749  NGVD 29 (07/19/86) 1268.0    (m)         4160.     (f) VERT ANG       
 NU1749
 NU1749.Superseded values are not recommended for survey control.
 NU1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1749.See file dsdata.txt to determine how the superseded data were derived.
 NU1749
 NU1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN8260015801(NAD 83)
 NU1749_MARKER: DZ = AZIMUTH MARK DISK
 NU1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1749+STABILITY: SURFACE MOTION
 NU1749
 NU1749  HISTORY     - Date     Condition        Report By
 NU1749  HISTORY     - 1959     MONUMENTED       CGS
 NU1749
 NU1749                          STATION DESCRIPTION
 NU1749
 NU1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1749'THE STATION IS 1.5 MILES EAST AND 3.7 MILES SOUTH OF RUPERT
 NU1749'ON THE WEST SIDE OF ROAD 100 EAST AND 0.2 MILE NORTH OF THE
 NU1749'INTERSECTION OF 100 EAST AND 400 SOUTH ON THE SUMMIT OF A LOW
 NU1749'SANDY RISE 25 FEET WEST OF THE CENTER LINE OF 100 EAST, 3 FEET
 NU1749'EAST OF THE FENCE LINE AND 3 FEET NORTHWEST OF A METAL WITNESS
 NU1749'POST WITH SIGN ATTACHED.
 NU1749'
 NU1749'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 NU1749'N IN RUPERT GO SOUTHWEST ON U.S. HIGHWAY 30 N FOR 4.3 MILES
 NU1749'TO THE INTERSECTION OF 400 SOUTH, TURN LEFT, EAST, ON 400 SOUTH
 NU1749'FOR 4.8 MILES TO THE INTERSECTION OF 100 EAST AND 400 SOUTH, TURN
 NU1749'LEFT, NORTH, FOR 0.2 MILE TO THE STATION SITE ON THE LEFT,
 NU1749'WEST, SIDE OF THE ROAD.
 NU1749'
 NU1749'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 NU1749'CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES AND STAMPED
 NU1749'IDA 80-126 1959.
 NU1749'
 NU1749'A 2-WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1289 ***********************************************************************
 NU1289  DESIGNATION -  IDA 80 126 RM 1
 NU1289  PID         -  NU1289
 NU1289  STATE/COUNTY-  ID/MINIDOKA
 NU1289  USGS QUAD   -  RUPERT (1976)
 NU1289
 NU1289                         *CURRENT SURVEY CONTROL
 NU1289  ___________________________________________________________________
 NU1289* NAD 83(1986)-  42 34 02.     (N)    113 39 48.     (W)     SCALED    
 NU1289* NAVD 88     -      1267.962  (meters)    4159.97   (feet)  ADJUSTED  
 NU1289  ___________________________________________________________________
 NU1289  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 NU1289  DYNAMIC HT  -        1267.237 (meters)    4157.59  (feet)  COMP
 NU1289  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 NU1289
 NU1289  VERT ORDER  -  SECOND    CLASS 0
 NU1289
 NU1289.The horizontal coordinates were scaled from a topographic map and have
 NU1289.an estimated accuracy of +/- 6 seconds.
 NU1289
 NU1289.The orthometric height was determined by differential leveling
 NU1289.and adjusted by the National Geodetic Survey in June 1991..
 NU1289
 NU1289.The geoid height was determined by GEOID03.
 NU1289
 NU1289.The dynamic height is computed by dividing the NAVD 88
 NU1289.geopotential number by the normal gravity value computed on the
 NU1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1289.degrees latitude (g = 980.6199 gals.).
 NU1289
 NU1289.The modeled gravity was interpolated from observed gravity values.
 NU1289
 NU1289;                    North         East    Units  Estimated Accuracy
 NU1289;SPC ID C     -   100,080.      527,640.      MT  (+/- 180 meters Scaled)
 NU1289
 NU1289                          SUPERSEDED SURVEY CONTROL
 NU1289
 NU1289  NGVD 29 (??/??/92) 1266.989  (m)         4156.78   (f) ADJ UNCH    2 0
 NU1289
 NU1289.Superseded values are not recommended for survey control.
 NU1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1289.See file dsdata.txt to determine how the superseded data were derived.
 NU1289
 NU1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN813161(NAD 83)
 NU1289_MARKER: DR = REFERENCE MARK DISK
 NU1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1289_STAMPING: IDA 80-126 NO 1 1959
 NU1289_MARK LOGO: CGS   
 NU1289_PROJECTION: FLUSH
 NU1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1289+STABILITY: SURFACE MOTION
 NU1289
 NU1289  HISTORY     - Date     Condition        Report By
 NU1289  HISTORY     - 1959     MONUMENTED       CGS
 NU1289  HISTORY     - 1960     GOOD             NGS
 NU1289  HISTORY     - 1983     GOOD             NGS
 NU1289
 NU1289                          STATION DESCRIPTION
 NU1289
 NU1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1289'5.6 MI NW FROM DECLO.
 NU1289'3.35 MILES NORTH ON STATE HIGHWAY 77 FROM DECLO TO THE JUNCTION OF
 NU1289'INTERSTATE HIGHWAY 80N, THENCE 2.0 MILES WEST ON INTERSTATE HIGHWAY
 NU1289'80N, THENCE 0.25 MILE SOUTHWEST ALONG A CANAL BANK, 76.64 FEET EAST OF
 NU1289'THE STATION, SET IN A SQUARE CONCRETE POST PROJECTING 1 INCH.
 NU1289
 NU1289                          STATION RECOVERY (1983)
 NU1289
 NU1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1289'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.15 KM
 NU1289'(3.85 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU1289'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, THENCE
 NU1289'0.25 KM (0.15 MI) SOUTHWEST ALONG THE A CANAL, ON THE EAST CORNER OF
 NU1289'THE JUNCTION OF THE A-4 CANAL, 7.6 METERS (25 FT) SOUTHEAST OF THE TOP
 NU1289'EDGE OF THE SOUTHEAST BANK OF THE A CANAL, 35.0 METERS (115 FT)
 NU1289'NORTHEAST OF THE EAST CORNER OF THE CONCRETE BRIDGE OVER THE A-4
 NU1289'CANAL, 25.3 METERS (83 FT) NORTHEAST OF A FENCE CORNER POST, 12.9
 NU1289'METERS (42.5 FT) SOUTHWEST OF A POWER POLE AND 1.8 METERS (6 FT)
 NU1289'NORTHEAST OF A FENCE.
 NU1289'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 NU1289'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1898 ***********************************************************************
 NU1898  DESIGNATION -  IDA 80 127 RM 3
 NU1898  PID         -  NU1898
 NU1898  STATE/COUNTY-  ID/MINIDOKA
 NU1898  USGS QUAD   -  RUPERT (1976)
 NU1898
 NU1898                         *CURRENT SURVEY CONTROL
 NU1898  ___________________________________________________________________
 NU1898* NAD 83(1986)-  42 34 14.     (N)    113 38 34.     (W)     SCALED    
 NU1898* NAVD 88     -      1269.97   (meters)    4166.6    (feet)  RESET     
 NU1898  ___________________________________________________________________
 NU1898  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NU1898
 NU1898  VERT ORDER  -  THIRD
 NU1898
 NU1898.The horizontal coordinates were scaled from a topographic map and have
 NU1898.an estimated accuracy of +/- 6 seconds.
 NU1898
 NU1898.The orthometric height was computed from unverified reset data.
 NU1898.No vertical observational check was made to the station.
 NU1898
 NU1898.The geoid height was determined by GEOID03.
 NU1898
 NU1898;                    North         East    Units  Estimated Accuracy
 NU1898;SPC ID C     -   100,460.      529,330.      MT  (+/- 180 meters Scaled)
 NU1898
 NU1898                          SUPERSEDED SURVEY CONTROL
 NU1898
 NU1898  NGVD 29 (03/27/06) 1269.00   (m)         4163.4    (f) RESET       3  
 NU1898
 NU1898.Superseded values are not recommended for survey control.
 NU1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1898.See file dsdata.txt to determine how the superseded data were derived.
 NU1898
 NU1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN830165(NAD 83)
 NU1898_MARKER: DR = REFERENCE MARK DISK
 NU1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1898_SP_SET: CONCRETE POST
 NU1898_STAMPING: IDA 80 127 1959 NO 3 1976
 NU1898_MARK LOGO: CGS   
 NU1898_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1898+STABILITY: SURFACE MOTION
 NU1898
 NU1898  HISTORY     - Date     Condition        Report By
 NU1898  HISTORY     - 1976     MONUMENTED       CGS
 NU1898  HISTORY     - 19760911 GOOD             NGS
 NU1898
 NU1898                          STATION DESCRIPTION
 NU1898
 NU1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NU1898'FROM THE HEYBURN POST OFFICE GO EAST ON 18TH STREET FOR 0.3 MILE
 NU1898'(0.5 KM) TO STATE HIGHWAY 24, TURN LEFT, AND GO NORTHEAST ON STATE
 NU1898'HIGHWAY 24 FOR 1.5 MILES (2.4 KM) TO A CROSSROAD, TURN RIGHT, AND GO
 NU1898'EAST ON ROAD 300 SOUTH FOR 4.0 MILES (6.4 KM) TO A CROSSROAD, TURN
 NU1898'RIGHT, AND GO SOUTH ON ROAD 100 EAST FOR 0.5 MILE (0.8 KM) TO A SAND
 NU1898'TRACK ROAD LEFT, TURN LEFT AND GO EAST FOR 0.25 MILE (0.40 KM) TO A
 NU1898'BOARD GATE AT THE SOUTHWEST CORNER OF THE SHEEP CORRALS, PASS THRU
 NU1898'GATE, AND GO NORTHEAST FOR 0.1 MILE (0.2 KM) TO THE MARK, 106 FEET
 NU1898'(32.3 M) WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE CORRAL, 98.86
 NU1898'FEET (30.13 M) WEST-NORTHWEST OF STATION IDA 80-127 1959, 63 FEET
 NU1898'(19.2 M) EAST OF THE NORTHWEST CORNER OF THE CORRAL, 40 FEET
 NU1898'(12.2 M) SOUTH OF THE DRAINAGE DITCH, AND 3 FEET (0.9 M) NORTH OF THE
 NU1898'EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1750 ***********************************************************************
 NU1750  DESIGNATION -  IDA 80 128
 NU1750  PID         -  NU1750
 NU1750  STATE/COUNTY-  ID/CASSIA
 NU1750  USGS QUAD   -  RUPERT (1976)
 NU1750
 NU1750                         *CURRENT SURVEY CONTROL
 NU1750  ___________________________________________________________________
 NU1750* NAD 83(1992)-  42 33 46.71678(N)    113 37 41.52928(W)     ADJUSTED  
 NU1750* NAVD 88     -      1270.1    (meters)    4167.     (feet)  VERTCON   
 NU1750  ___________________________________________________________________
 NU1750  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 NU1750  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NU1750
 NU1750  HORZ ORDER  -  SECOND
 NU1750
 NU1750.The horizontal coordinates were established by classical geodetic methods
 NU1750.and adjusted by the National Geodetic Survey in July 1992..
 NU1750
 NU1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1750
 NU1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1750
 NU1750.The geoid height was determined by GEOID03.
 NU1750
 NU1750;                    North         East     Units Scale Factor Converg.
 NU1750;SPC ID C     -    99,619.880   530,529.105   MT  0.99995883   +0 15 05.3
 NU1750;UTM  12      - 4,715,634.081   284,261.043   MT  1.00017267   -1 46 42.2
 NU1750
 NU1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1750!SPC ID C     -   0.99980312  x   0.99995883  =   0.99976196
 NU1750!UTM  12      -   0.99980312  x   1.00017267  =   0.99997576
 NU1750
 NU1750|---------------------------------------------------------------------|
 NU1750| PID    Reference Object                     Distance      Geod. Az  |
 NU1750|                                                           dddmmss.s |
 NU1750| CM4911 IDA 80 128 RM 1                      16.194 METERS 09126     |
 NU1750| CM4912 IDA 80 128 RM 2                      13.550 METERS 18129     |
 NU1750| NU1284 K 101 RESET                                        3544242.0 |
 NU1750|---------------------------------------------------------------------|
 NU1750
 NU1750                          SUPERSEDED SURVEY CONTROL
 NU1750
 NU1750  NAD 83(1986)-  42 33 46.71595(N)    113 37 41.52504(W) AD(       ) 2
 NU1750  NAD 27      -  42 33 47.04010(N)    113 37 38.49600(W) AD(       ) 2
 NU1750  NGVD 29 (07/19/86) 1269.1    (m)         4164.     (f) VERT ANG       
 NU1750
 NU1750.Superseded values are not recommended for survey control.
 NU1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1750.See file dsdata.txt to determine how the superseded data were derived.
 NU1750
 NU1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN8426115634(NAD 83)
 NU1750_MARKER: DS = TRIANGULATION STATION DISK
 NU1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1750_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NU1750
 NU1750  HISTORY     - Date     Condition        Report By
 NU1750  HISTORY     - 1959     MONUMENTED       CGS
 NU1750  HISTORY     - 1976     GOOD             NGS
 NU1750
 NU1750                          STATION DESCRIPTION
 NU1750
 NU1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1750'THE STATION IS 2.5 MILES EAST AND 4.0 MILES SOUTH OF RUPERT
 NU1750'ALONG THE EAST SIDE OF STATE ROUTE 77.  IT IS 62 FEET NORTH
 NU1750'OF A CANAL SIPHON, 32 FEET EAST OF THE CENTER LINE OF STATE
 NU1750'ROUTE 77, 28 FEET SOUTH-SOUTHEAST OF A T FENCE CORNER, 12
 NU1750'FEET EAST-SOUTHEAST OF POWER POLE 128 5/20, 5 FEET
 NU1750'NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND ON
 NU1750'A SLIGHT RISE IN A TRIANGULAR PLOT OF UNUSED PASTURE LAND.
 NU1750'
 NU1750'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 N
 NU1750'AND STATE ROUTE 77 (EAST OF RUPERT) GO SOUTH ON STATE ROUTE
 NU1750'77 FOR 4.0 MILES TO THE STATION SITE ON THE LEFT, EAST SIDE OF THE
 NU1750'HIGHWAY.  THIS POINT WILL BE 0.5 MILE SOUTH OF THE INTERSTATE
 NU1750'ROUTE BRIDGE OVER THE SNAKE RIVER.
 NU1750'
 NU1750'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 NU1750'POST PROJECTING 4 INCHES AND STAMPED IDA 80-128 1959.
 NU1750'
 NU1750'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 NU1750'POST PROJECTING 6 INCHES AND STAMPED IDA 80-128 NO 1 1959.
 NU1750'IT IS ABOUT 85 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 NU1750'AND 30 FEET NORTH OF THE CENTER OF THE CANAL.
 NU1750'
 NU1750'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 NU1750'POST PROJECTING 2 INCHES AND STAMPED IDA 80-128 NO 2 1959.
 NU1750'IT IS 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND
 NU1750'10 FEET NORTH OF THE CENTER OF THE CANAL.
 NU1750'
 NU1750'A 2-WHEEL DRIVE STATION.
 NU1750
 NU1750                          STATION RECOVERY (1976)
 NU1750
 NU1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NU1750'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 614.
 NU1750'
 NU1750'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 NU1750'CONDITION.  BENCH MARK K 101 RESET 1976 MAY BE USED FOR THE AZIMUTH
 NU1750'MARK.  LANDMARKS HAVE CHANGED, AND THE ORIGINAL DESCRIPTION IS
 NU1750'OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NU1750'
 NU1750'TO REACH THE STATION FROM THE CROSS STREET JUST EAST OF THE DECLO
 NU1750'POST OFFICE GO NORTH ON STATE HIGHWAY 77 FOR 3.0 MILES TO A
 NU1750'CROSSROAD, 0.15 MILE AFTER PASSING MILEPOST NO. 30, TURN LEFT, AND
 NU1750'GO WEST FOR 0.1 MILE, THEN TURN RIGHT, AND GO NORTH ON THE FIELD
 NU1750'ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 NU1750'
 NU1750'THE STATION MARK, STAMPED IDA 80-128 1959, IS A STANDARD DISK SET
 NU1750'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 7-INCHES, 0.15
 NU1750'MILE NORTHWEST OF THE V. T. BUSS RESIDENCE, 60 FEET NORTH OF A
 NU1750'CANAL SIPHON, 32 FEET EAST OF THE CENTER OF THE ROAD, 31 FEET
 NU1750'NORTH OF A T FENCE CORNER, 12 FEET SOUTH OF POWER POLE NO. 5/20, 7
 NU1750'FEET EAST OF A NORTH-SOUTH FENCE LINE, AND 2 FEET SOUTH OF A
 NU1750'METAL WITNESS POST.  FERROUS METAL WAS DRIVEN INTO THE
 NU1750'GROUND BESIDE THE STATION MARK.
 NU1750'
 NU1750'REFERENCE MARK NO. 1, STAMPED IDA 80-128 NO 1 1959, IS A STANDARD
 NU1750'DISK IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5-INCHES,
 NU1750'23 FEET NORTHWEST OF THE IRRIGATION DITCH, AND 7 FEET SOUTHEAST
 NU1750'OF THE PASTURE FENCE.
 NU1750'
 NU1750'REFERENCE MARK NO. 2, STAMPED IDA 80-128 NO 2 1959, IS A STANDARD
 NU1750'DISK IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8-INCHES,
 NU1750'30 FEET EAST OF THE CENTER OF THE FIELD ROAD, 15 FEET SOUTHEAST OF
 NU1750'A T FENCE CORNER, 5.5 FEET EAST OF THE NORTH-SOUTH FENCE LINE, AND
 NU1750'5 FEET NORTH OF THE CANAL SIPHON.
 NU1750'
 NU1750'TO REACH BENCH MARK K 101 RESET 1976, (AZIMUTH MARK), FROM THE
 NU1750'STATION, RETURN TO STATE HIGHWAY 77, THEN GO NORTH ON STATE HIGHWAY
 NU1750'77 FOR 0.55 MILE TO THE NORTH END OF THE OVERPASS OVER INTERSTATE
 NU1750'80N, TURN LEFT, AND GO WEST ON INTERSTATE 80N FOR 0.25 MILE TO THE
 NU1750'EAST END OF THE BRIDGE OVER THE SNAKE RIVER, AND THE MARK ON THE
 NU1750'LEFT, 18 FEET SOUTH OF THE CENTER OF THE WESTBOUND TRAFFIC
 NU1750'LANES, 8.5 FEET WEST OF THE EAST END OF THE BRIDGE, 2.5 FEET
 NU1750'WEST OF THE EAST END OF THE METAL GUARD RAIL, AND 4-INCHES
 NU1750'HIGHER THAN THE FLOOR OF THE BRIDGE, A STANDARD BENCH MARK DISK,
 NU1750'STAMPED K 101 RESET 1976, CEMENTED IN A DRILL HOLE IN THE CURB OF
 NU1750'THE BRIDGE.
 NU1750'
 NU1750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH
 NU1750'OF DECLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1276 ***********************************************************************
 NU1276  DESIGNATION -  IDA 80 129
 NU1276  PID         -  NU1276
 NU1276  STATE/COUNTY-  ID/CASSIA
 NU1276  USGS QUAD   -  RUPERT SE (1978)
 NU1276
 NU1276                         *CURRENT SURVEY CONTROL
 NU1276  ___________________________________________________________________
 NU1276* NAD 83(1992)-  42 34 05.70909(N)    113 34 45.16272(W)     ADJUSTED  
 NU1276* NAVD 88     -      1301.625  (meters)    4270.41   (feet)  ADJUSTED  
 NU1276  ___________________________________________________________________
 NU1276  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 NU1276  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU1276  DYNAMIC HT  -        1300.887 (meters)    4267.99  (feet)  COMP
 NU1276  MODELED GRAV-     980,008.9   (mgal)                       NAVD 88
 NU1276
 NU1276  HORZ ORDER  -  SECOND
 NU1276  VERT ORDER  -  SECOND    CLASS 0
 NU1276
 NU1276.The horizontal coordinates were established by classical geodetic methods
 NU1276.and adjusted by the National Geodetic Survey in July 1992..
 NU1276
 NU1276.The orthometric height was determined by differential leveling
 NU1276.and adjusted by the National Geodetic Survey in June 1991..
 NU1276
 NU1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1276
 NU1276.The geoid height was determined by GEOID03.
 NU1276
 NU1276.The dynamic height is computed by dividing the NAVD 88
 NU1276.geopotential number by the normal gravity value computed on the
 NU1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1276.degrees latitude (g = 980.6199 gals.).
 NU1276
 NU1276.The modeled gravity was interpolated from observed gravity values.
 NU1276
 NU1276;                    North         East     Units Scale Factor Converg.
 NU1276;SPC ID C     -   100,224.712   534,548.935   MT  0.99996205   +0 17 04.7
 NU1276;UTM  12      - 4,716,096.235   288,300.589   MT  1.00015142   -1 44 43.4
 NU1276
 NU1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1276!SPC ID C     -   0.99979817  x   0.99996205  =   0.99976022
 NU1276!UTM  12      -   0.99979817  x   1.00015142  =   0.99994956
 NU1276
 NU1276|---------------------------------------------------------------------|
 NU1276| PID    Reference Object                     Distance      Geod. Az  |
 NU1276|                                                           dddmmss.s |
 NU1276| NU1279 IDA 80 129 RM 3                      14.465 METERS 07819     |
 NU1276| NU1275 IDA 80 129 RM 1                      19.558 METERS 18922     |
 NU1276| NU1277 IDA 80 129 RM 2                      22.326 METERS 26657     |
 NU1276| NU1278 IDA 80 129 AZ MK                    APPROX. 1.4 KM 2733045.0 |
 NU1276| NU1280 IDA 80 129 RM 4                      13.984 METERS 28520     |
 NU1276|---------------------------------------------------------------------|
 NU1276
 NU1276                          SUPERSEDED SURVEY CONTROL
 NU1276
 NU1276  NAD 83(1986)-  42 34 05.70813(N)    113 34 45.15829(W) AD(       ) 2
 NU1276  NAD 27      -  42 34 06.03220(N)    113 34 42.13730(W) AD(       ) 2
 NU1276  NGVD 29 (??/??/92) 1300.658  (m)         4267.24   (f) ADJ UNCH    2 0
 NU1276
 NU1276.Superseded values are not recommended for survey control.
 NU1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1276.See file dsdata.txt to determine how the superseded data were derived.
 NU1276
 NU1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN8830116096(NAD 83)
 NU1276_MARKER: DS = TRIANGULATION STATION DISK
 NU1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1276_STAMPING: IDA 80-129 1959
 NU1276_MARK LOGO: CGS   
 NU1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1276+STABILITY: SURFACE MOTION
 NU1276
 NU1276  HISTORY     - Date     Condition        Report By
 NU1276  HISTORY     - 1959     MONUMENTED       CGS
 NU1276  HISTORY     - 1976     GOOD             NGS
 NU1276  HISTORY     - 1976     GOOD             NGS
 NU1276  HISTORY     - 1983     POOR             NGS
 NU1276
 NU1276                          STATION DESCRIPTION
 NU1276
 NU1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1276'LOCATED ABOUT 4-1/4 MILES NORTHEAST OF DECLO, 2.5 MILES EAST
 NU1276'ALONG INTERSTATE ROUTE FROM EAST END OF NEW SNAKE RIVER BRIDGE,
 NU1276'AT THE SUMMIT OF HIGHWAY PASSING OVER A SANDY RIDGE AND ALONG SOUTH
 NU1276'RIGHTWAY FENCE.
 NU1276'
 NU1276'FROM DECLO, GO NORTH ON STATE HIGHWAY 77 FOR 3.5 MILES.  TURN RIGHT
 NU1276'ON INTERSTATE ROUTE EAST FOR 1.7 MILES TO AZIMUTH MARK ON
 NU1276'LEFT, CONTINUE EAST ON INTERSTATE ROUTE FOR 0.8 MILE TO STATION
 NU1276'ON RIGHT (SOUTH) SIDE OF HIGHWAY.
 NU1276'
 NU1276'THE SURFACE, UNDERGROUND AND ALL MARKS ARE STANDARD DISKS
 NU1276'SET IN CONCRETE POST.
 NU1276'
 NU1276'THE STATION MARK, STAMPED IDA 80-129 1959, IS JUST SOUTH OF
 NU1276'A FENCE CORNER, 5.2 FEET EAST OF WITNESS POST WITHOUT SIGN,
 NU1276'6.5 FEET SOUTH OF SOUTH INTERSTATE RIGHT-WAY FENCE, 5.7 FEET
 NU1276'SOUTH-SOUTHWEST OF IDAHO STATE HIGHWAY RIGHT OF WAY MARKER,
 NU1276'108 FEET SOUTH OF CENTER LINE OF EAST BOUND INTERSTATE HIGHWAY
 NU1276'LANE, 2 FEET EAST OF NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 NU1276'ABOUT 1 INCH.
 NU1276'
 NU1276'REFERENCE MARK 1, STAMPED IDA 80-129 NO 1 1959, IS 2 FEET
 NU1276'WEST OF NORTH-SOUTH FENCE LINE, 13 FEET WEST OF CENTER LINE OF
 NU1276'TRACK ROAD, AND PROJECTS ABOUT 2 INCHES.
 NU1276'
 NU1276'REFERENCE MARK 2, STAMPED IDA 80-129 NO 2 1959, IS 11 FEET SOUTH
 NU1276'OF EAST-WEST RIGHT OF WAY FENCE, AND FLUSH.
 NU1276'
 NU1276'THE AZIMUTH MARK, STAMPED IDA 80-129 1959, PROJECTS ABOUT
 NU1276'3 INCHES.  NOTE--SEE DESCRIPTION FOR STATION IDA 80-129 AZIMUTH.
 NU1276
 NU1276                          STATION RECOVERY (1976)
 NU1276
 NU1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NU1276'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 616.
 NU1276'
 NU1276'THE STATION MARK, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 NU1276'CONDITION.  THE REFERENCE MARKS HAD BEEN DESTROYED.  REFERENCE MARK
 NU1276'NO. 3, AND REFERENCE MARK NO. 4 WERE ESTABLISHED.  LANDMARKS HAVE
 NU1276'CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NU1276'
 NU1276'TO REACH THE STATION FROM THE CROSS STREET JUST EAST OF THE DECLO
 NU1276'POST OFFICE GO NORTH ON STATE HIGHWAY 77 FOR 3.5 MILES TO INTERSTATE
 NU1276'80N, TURN RIGHT, AND GO EAST ON INTERSTATE 80N FOR 1.4 MILES TO THE
 NU1276'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON INTERSTATE 80N FOR 0.8
 NU1276'MILE TO THE STATION ON THE RIGHT.
 NU1276'
 NU1276'THE STATION MARK, STAMPED IDA 80-129 1959, IS A STANDARD DISK SET
 NU1276'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH, 0.3
 NU1276'MILE WEST OF MILEPOST NO. 219, 106 FEET SOUTH OF THE CENTER OF THE
 NU1276'EASTBOUND LANES OF INTERSTATE 80N, 6 FEET SOUTH OF A METAL BRACE
 NU1276'POST IN THE RIGHT-OF-WAY FENCE LINE, AND 2 FEET WEST OF A METAL
 NU1276'WITNESS POST.
 NU1276'
 NU1276'REFERENCE MARK NO. 3, STAMPED IDA 80-129 1959 NO 3 1976, IS A
 NU1276'STANDARD DISK IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NU1276'3-INCHES, 97 FEET SOUTH OF THE EASTBOUND LANES OF INTERSTATE 80N,
 NU1276'3 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT HIGHER
 NU1276'THAN THE STATION.
 NU1276'
 NU1276'REFERENCE MARK NO. 4, STAMPED IDA 80-129 1959 NO 4 1976, IS A
 NU1276'STANDARD DISK IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NU1276'2-INCHES, 95 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANES OF
 NU1276'INTERSTATE 80N, 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, AND 2
 NU1276'FEET LOWER THAN THE STATION.
 NU1276'
 NU1276'THE AZIMUTH MARK, STAMPED IDA 80-129 1959, IS A STANDARD DISK IN A
 NU1276'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH, 0.2 MILE
 NU1276'WEST OF MILEPOST NO. 218, 106 FEET NORTH OF THE CENTER OF THE
 NU1276'WESTBOUND LANES OF INTERSTATE 80N, 29 FEET EAST OF AN IRRIGATION
 NU1276'CANAL WHERE THE WATER PASSES UNDER THE FREEWAY, 6 FEET NORTH OF
 NU1276'THE RIGHT-OF-WAY FENCE LINE, AND 4.5 FEET NORTHEAST OF A METAL
 NU1276'WITNESS POST.
 NU1276'
 NU1276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHEAST
 NU1276'OF DECLO.
 NU1276
 NU1276                          STATION RECOVERY (1976)
 NU1276
 NU1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NU1276'5.0 MI NE FROM DECLO.
 NU1276'REACHED FROM THE CROSS STREET JUST EAST OF THE DECLO POST OFFICE GO
 NU1276'NORTH ON STATE HIGHWAY 77 FOR 3.5 MILES TO INTERSTATE 80N, TURN RIGHT,
 NU1276'AND GO EAST ON INTERSTATE 80N FOR 2.2 MILES TO THE MARK ON THE RIGHT,
 NU1276'0.3 MILE WEST OF MILEPOST NO. 219, 106 FEET SOUTH OF THE CENTER OF THE
 NU1276'EASTBOUND LANES OF INTERSTATE 80N, 45.88 FEET SOUTHEAST OF IDA 80-129
 NU1276'R.M. 4, 6 FEET SOUTH OF A METAL BRACE POST IN THE RIGHT-OF-WAY FENCE
 NU1276'LINE, AND 2 FEET WEST OF A METAL WITNESS POST SET IN A 10-INCH SQUARE
 NU1276'CONCRETE MONUMENT THAT PROJECTS 1-INCH.
 NU1276
 NU1276                          STATION RECOVERY (1983)
 NU1276
 NU1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1276'RECOVERED IN POOR CONDITION.  POST FOUND LEANING AT 45-DEGREE ANGLE TO
 NU1276'THE EAST.  NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1278 ***********************************************************************
 NU1278  DESIGNATION -  IDA 80 129 AZ MK
 NU1278  PID         -  NU1278
 NU1278  STATE/COUNTY-  ID/CASSIA
 NU1278  USGS QUAD   -  RUPERT SE (1978)
 NU1278
 NU1278                         *CURRENT SURVEY CONTROL
 NU1278  ___________________________________________________________________
 NU1278* NAD 83(1992)-  42 34 08.45218(N)    113 35 45.72054(W)     ADJUSTED  
 NU1278* NAVD 88     -      1280.327  (meters)    4200.54   (feet)  ADJUSTED  
 NU1278  ___________________________________________________________________
 NU1278  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 NU1278  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 NU1278  DYNAMIC HT  -        1279.601 (meters)    4198.16  (feet)  COMP
 NU1278  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 NU1278
 NU1278  HORZ ORDER  -  SECOND
 NU1278  VERT ORDER  -  FIRST     CLASS II
 NU1278
 NU1278.The horizontal coordinates were established by classical geodetic methods
 NU1278.and adjusted by the National Geodetic Survey in July 1992..
 NU1278
 NU1278.The orthometric height was determined by differential leveling
 NU1278.and adjusted by the National Geodetic Survey in June 1991..
 NU1278.WARNING-Repeat measurements at this control monument indicate possible
 NU1278.vertical movement.
 NU1278
 NU1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1278
 NU1278.The geoid height was determined by GEOID03.
 NU1278
 NU1278.The dynamic height is computed by dividing the NAVD 88
 NU1278.geopotential number by the normal gravity value computed on the
 NU1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1278.degrees latitude (g = 980.6199 gals.).
 NU1278
 NU1278.The modeled gravity was interpolated from observed gravity values.
 NU1278
 NU1278;                    North         East     Units Scale Factor Converg.
 NU1278;SPC ID C     -   100,302.626   533,167.385   MT  0.99996090   +0 16 23.8
 NU1278;UTM  12      - 4,716,223.064   286,922.400   MT  1.00015863   -1 45 24.5
 NU1278
 NU1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1278!SPC ID C     -   0.99980151  x   0.99996090  =   0.99976242
 NU1278!UTM  12      -   0.99980151  x   1.00015863  =   0.99996011
 NU1278
 NU1278:                Primary Azimuth Mark                     Grid Az
 NU1278:SPC ID C     -  IDA 80 129                               093 13 40.2
 NU1278:UTM  12      -  IDA 80 129                               095 15 28.5
 NU1278
 NU1278|---------------------------------------------------------------------|
 NU1278| PID    Reference Object                     Distance      Geod. Az  |
 NU1278|                                                           dddmmss.s |
 NU1278| NU1276 IDA 80 129                          APPROX. 1.4 KM 0933004.0 |
 NU1278|---------------------------------------------------------------------|
 NU1278
 NU1278                          SUPERSEDED SURVEY CONTROL
 NU1278
 NU1278  NAD 83(1986)-  42 34 08.45127(N)    113 35 45.71620(W) AD(       ) 2
 NU1278  NAD 27      -  42 34 08.77520(N)    113 35 42.69370(W) AD(       ) 2
 NU1278  NGVD 29 (??/??/92) 1279.349  (m)         4197.33   (f) ADJ UNCH    1 2
 NU1278
 NU1278.Superseded values are not recommended for survey control.
 NU1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1278.See file dsdata.txt to determine how the superseded data were derived.
 NU1278
 NU1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN8692216223(NAD 83)
 NU1278_MARKER: DZ = AZIMUTH MARK DISK
 NU1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1278_STAMPING: IDA 80-129 1959
 NU1278_MARK LOGO: CGS   
 NU1278_PROJECTION: FLUSH
 NU1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1278+STABILITY: SURFACE MOTION
 NU1278
 NU1278  HISTORY     - Date     Condition        Report By
 NU1278  HISTORY     - 1959     MONUMENTED       CGS
 NU1278  HISTORY     - 1976     GOOD             NGS
 NU1278  HISTORY     - 1983     GOOD             NGS
 NU1278
 NU1278                          STATION DESCRIPTION
 NU1278
 NU1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1278'THE STATION IS 1.5 MILES EAST ALONG THE INTERSTATE ROUTE FROM
 NU1278'THE EAST END OF THE BRIDGE OVER THE SNAKE RIVER, 6 FEET NORTH
 NU1278'OF THE NORTH RIGHT OF WAY FENCE AND 5 FEET EAST OF A NORTH-SOUTH
 NU1278'FENCE LINE.  IT IS SET ON THE APPROXIMATE PROJECTED CENTER
 NU1278'LINE OF A NORTH-SOUTH GRAVELED ROAD WHICH ENDS AT THE STATION
 NU1278'SITE.
 NU1278'
 NU1278'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 NU1278'SQUARE CONCRETE POST PROJECTING 3 INCHES AND STAMPED IDA
 NU1278'80-129 1959.
 NU1278'
 NU1278'NO REFERENCE MARKS WERE SET AT THIS OCCUPATION.
 NU1278'
 NU1278'A 2-WHEEL DRIVE STATION.
 NU1278
 NU1278                          STATION RECOVERY (1976)
 NU1278
 NU1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NU1278'5.0 MI NE FROM DECLO.
 NU1278'REACHED FROM THE CROSS STREET JUST EAST OF THE DECLO POST OFFICE GO
 NU1278'NORTH ON STATE HIGHWAY 77 FOR 3.5 MILES TO INTERSTATE 80N, TURN RIGHT,
 NU1278'AND GO EAST ON INTERSTATE 80N FOR 1.4 MILES TO THE MARK ON THE LEFT,
 NU1278'0.2 MILE WEST OF MILEPOST NO. 218, 106 FEET NORTH OF THE CENTER OF THE
 NU1278'WESTBOUND LANES OF INTERSTATE 80N, 29 FEET EAST OF AN IRRIGATION
 NU1278'CANAL, WHERE THE WATER PASSES UNDER THE FREEWAY, 6 FEET NORTH OF THE
 NU1278'RIGHT-OF-WAY FENCE LINE, AND 4.5 FEET NORTHEAST OF A METAL WITNESS
 NU1278'POST SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH.
 NU1278
 NU1278                          STATION RECOVERY (1983)
 NU1278
 NU1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1278'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.5 KM
 NU1278'(7.2 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU1278'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, 0.3 KM
 NU1278'(0.2 MI) WEST OF MILEPOST 218, 16.4 METERS (54 FT) NORTH OF THE WEST
 NU1278'BOUND HIGHWAY CENTERLINE, 4.8 METERS (16 FT) EAST OF THE Y JUNCTION OF
 NU1278'A FENCE LINE LEADING NORTHWEST, 1.8 METERS (6 FT) NORTH OF THE RIGHT
 NU1278'OF WAY FENCE.
 NU1278'THE MARK IS 1.8 METERS  N FROM A WITNESS POST.
 NU1278'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0591 ***********************************************************************
 OH0591  DESIGNATION -  IDA 80 13 RM 2
 OH0591  PID         -  OH0591
 OH0591  STATE/COUNTY-  ID/CANYON
 OH0591  USGS QUAD   -  CALDWELL (1971)
 OH0591
 OH0591                         *CURRENT SURVEY CONTROL
 OH0591  ___________________________________________________________________
 OH0591* NAD 83(1986)-  43 43 40.     (N)    116 41 58.     (W)     SCALED    
 OH0591* NAVD 88     -       760.063  (meters)    2493.64   (feet)  ADJUSTED  
 OH0591  ___________________________________________________________________
 OH0591  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 OH0591  DYNAMIC HT  -         759.816 (meters)    2492.83  (feet)  COMP
 OH0591  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 OH0591
 OH0591  VERT ORDER  -  SECOND    CLASS 0
 OH0591
 OH0591.The horizontal coordinates were scaled from a topographic map and have
 OH0591.an estimated accuracy of +/- 6 seconds.
 OH0591
 OH0591.The orthometric height was determined by differential leveling
 OH0591.and adjusted by the National Geodetic Survey in June 1991..
 OH0591
 OH0591.The geoid height was determined by GEOID03.
 OH0591
 OH0591.The dynamic height is computed by dividing the NAVD 88
 OH0591.geopotential number by the normal gravity value computed on the
 OH0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0591.degrees latitude (g = 980.6199 gals.).
 OH0591
 OH0591.The modeled gravity was interpolated from observed gravity values.
 OH0591
 OH0591;                    North         East    Units  Estimated Accuracy
 OH0591;SPC ID W     -   229,390.      723,510.      MT  (+/- 180 meters Scaled)
 OH0591
 OH0591                          SUPERSEDED SURVEY CONTROL
 OH0591
 OH0591  NGVD 29 (??/??/92)  759.124  (m)         2490.56   (f) ADJ UNCH    2 0
 OH0591
 OH0591.Superseded values are not recommended for survey control.
 OH0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0591.See file dsdata.txt to determine how the superseded data were derived.
 OH0591
 OH0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ242416(NAD 83)
 OH0591_MARKER: DR = REFERENCE MARK DISK
 OH0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0591_STAMPING: IDA 80-13 NO 2 1959
 OH0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0591+STABILITY: SURFACE MOTION
 OH0591
 OH0591  HISTORY     - Date     Condition        Report By
 OH0591  HISTORY     - 1959     MONUMENTED       CGS
 OH0591  HISTORY     - 20030925 MARK NOT FOUND   IDTD
 OH0591
 OH0591                          STATION DESCRIPTION
 OH0591
 OH0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0591'2.5 MI NW FROM CALDWELL.
 OH0591'2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0591'U.S. HIGHWAYS 30 AND 20 AT CALDWELL, 0.05 MILE WEST OF THE CENTERLINE
 OH0591'OF THE HIGHWAY, 37.80 FEET WEST OF THE STATION MARK, SET IN A SQUARE
 OH0591'CONCRETE POST PROJECTING 3 INCHES.
 OH0591
 OH0591                          STATION RECOVERY (2003)
 OH0591
 OH0591'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (PRS)
 OH0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1272 ***********************************************************************
 NU1272  DESIGNATION -  IDA 80 130
 NU1272  PID         -  NU1272
 NU1272  STATE/COUNTY-  ID/CASSIA
 NU1272  USGS QUAD   -  RUPERT SE (1978)
 NU1272
 NU1272                         *CURRENT SURVEY CONTROL
 NU1272  ___________________________________________________________________
 NU1272* NAD 83(1992)-  42 34 03.70005(N)    113 33 08.87987(W)     ADJUSTED  
 NU1272* NAVD 88     -      1316.353  (meters)    4318.73   (feet)  ADJUSTED  
 NU1272  ___________________________________________________________________
 NU1272  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 NU1272  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1272  DYNAMIC HT  -        1315.602 (meters)    4316.27  (feet)  COMP
 NU1272  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 NU1272
 NU1272  HORZ ORDER  -  SECOND
 NU1272  VERT ORDER  -  SECOND    CLASS 0
 NU1272
 NU1272.The horizontal coordinates were established by classical geodetic methods
 NU1272.and adjusted by the National Geodetic Survey in July 1992..
 NU1272
 NU1272.The orthometric height was determined by differential leveling
 NU1272.and adjusted by the National Geodetic Survey in June 1991..
 NU1272
 NU1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1272
 NU1272.The geoid height was determined by GEOID03.
 NU1272
 NU1272.The dynamic height is computed by dividing the NAVD 88
 NU1272.geopotential number by the normal gravity value computed on the
 NU1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1272.degrees latitude (g = 980.6199 gals.).
 NU1272
 NU1272.The modeled gravity was interpolated from observed gravity values.
 NU1272
 NU1272;                    North         East     Units Scale Factor Converg.
 NU1272;SPC ID C     -   100,173.979   536,745.192   MT  0.99996397   +0 18 09.9
 NU1272;UTM  12      - 4,715,967.711   290,494.071   MT  1.00014005   -1 43 38.2
 NU1272
 NU1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1272!SPC ID C     -   0.99979586  x   0.99996397  =   0.99975983
 NU1272!UTM  12      -   0.99979586  x   1.00014005  =   0.99993588
 NU1272
 NU1272:                Primary Azimuth Mark                     Grid Az
 NU1272:SPC ID C     -  IDA 15 W 1                               077 56 29.1
 NU1272:UTM  12      -  IDA 15 W 1                               079 58 17.2
 NU1272
 NU1272|---------------------------------------------------------------------|
 NU1272| PID    Reference Object                     Distance      Geod. Az  |
 NU1272|                                                           dddmmss.s |
 NU1272| NU1267 IDA 15 W 1                          APPROX. 4.2 KM 0781439.0 |
 NU1272| NU1271 IDA 80 130 RM 1                      14.300 METERS 20221     |
 NU1272| NU1273 IDA 80 130 RM 2                      11.665 METERS 33558     |
 NU1272|---------------------------------------------------------------------|
 NU1272
 NU1272                          SUPERSEDED SURVEY CONTROL
 NU1272
 NU1272  NAD 83(1986)-  42 34 03.69899(N)    113 33 08.87538(W) AD(       ) 2
 NU1272  NAD 27      -  42 34 04.02350(N)    113 33 05.85850(W) AD(       ) 2
 NU1272  NGVD 29 (??/??/92) 1315.42   (m)         4315.7    (f) COMPUTED    2 0
 NU1272
 NU1272.Superseded values are not recommended for survey control.
 NU1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1272.See file dsdata.txt to determine how the superseded data were derived.
 NU1272
 NU1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN9049415968(NAD 83)
 NU1272_MARKER: DS = TRIANGULATION STATION DISK
 NU1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1272_STAMPING: IDA 80-130 1959
 NU1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1272+STABILITY: SURFACE MOTION
 NU1272
 NU1272  HISTORY     - Date     Condition        Report By
 NU1272  HISTORY     - 1959     MONUMENTED       CGS
 NU1272  HISTORY     - 1960     GOOD             NGS
 NU1272  HISTORY     - 1964     SEE DESCRIPTION  USGS
 NU1272  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU1272
 NU1272                          STATION DESCRIPTION
 NU1272
 NU1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1272'THE STATION IS 7.0 MILES SOUTHEAST OF RUPERT, 5 MILES NORTHEAST
 NU1272'OF DECLO AND 2.5 MILES NORTH OF U.S. HIGHWAY 30 S ON A SLIGHT
 NU1272'RISE ABOUT 200 YARDS SOUTH OF THE CENTER OF THE INTERSTATE
 NU1272'HIGHWAY.
 NU1272'
 NU1272'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NU1272'30 S AND STATE ROUTE 77 IN DECLO GO EAST ON U.S. HIGHWAY
 NU1272'30 S FOR 4.1 MILES TO A GRADED ROAD ON THE LEFT, TURN LEFT, NORTH,
 NU1272'ON GRADED ROAD FOR 2.4 MILES TO THE STATION ON THE LEFT
 NU1272'ABOUT 200 YARDS SOUTH OF THE CENTER OF THE INTERSTATE ROUTE.
 NU1272'
 NU1272'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 NU1272'POST PROJECTING 3 INCHES AND STAMPED IDA 80-130 1959.  IT IS
 NU1272'85 FEET WEST OF THE POWER LINE AND 4.5 FEET SOUTH OF A METAL
 NU1272'WITNESS POST WITH SIGN ATTACHED.
 NU1272'
 NU1272'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 NU1272'POST PROJECTING 3 INCHES AND STAMPED IDA 80-130 NO 1 1959.
 NU1272'
 NU1272'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 NU1272'POST PROJECTING 3 INCHES AND STAMPED IDA 80-130 NO 2 1959.
 NU1272'
 NU1272'A 2-WHEEL DRIVE STATION.
 NU1272
 NU1272                          STATION RECOVERY (1960)
 NU1272
 NU1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU1272'6.85 MI NE FROM DECLO.
 NU1272'3.35 MILES NORTH ON STATE HIGHWAY 77 FROM DECLO TO THE JUNCTION OF
 NU1272'INTERSTATE HIGHWAY 80N, THENCE 3.5 MILES EAST ON INTERSTATE HIGHWAY
 NU1272'80N, 200 YARDS SOUTH OF THE EAST BOUND TRAFFIC LANE ON THE SUMMIT OF A
 NU1272'SLIGHT RISE, 46.91 FEET NORTH OF R.M. 1, 38.27 FEET SOUTH OF R.M. 2,
 NU1272'85 FEET WEST OF A POWER LINE, 4.5 FEET SOUTH OF A METAL WITNESS POST
 NU1272'WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 NU1272
 NU1272                          STATION RECOVERY (1964)
 NU1272
 NU1272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (HRO)
 NU1272'THIS R.M. APPEARS TO HAVE BEEN STRUCK BY SOME LARGE OBJECT
 NU1272'AS THE CONC. POST AND CAP WERE FOUND LAYING ON THE GROUND NEAR
 NU1272'THE TRIANG. STATION.
 NU1272
 NU1272                          STATION RECOVERY (1983)
 NU1272
 NU1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1272'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NU1272'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1271 ***********************************************************************
 NU1271  DESIGNATION -  IDA 80 130 RM 1
 NU1271  PID         -  NU1271
 NU1271  STATE/COUNTY-  ID/CASSIA
 NU1271  USGS QUAD   -  RUPERT SE (1978)
 NU1271
 NU1271                         *CURRENT SURVEY CONTROL
 NU1271  ___________________________________________________________________
 NU1271* NAD 83(1986)-  42 34 04.     (N)    113 33 09.     (W)     SCALED    
 NU1271* NAVD 88     -      1316.237  (meters)    4318.35   (feet)  ADJUSTED  
 NU1271  ___________________________________________________________________
 NU1271  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1271  DYNAMIC HT  -        1315.486 (meters)    4315.89  (feet)  COMP
 NU1271  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 NU1271
 NU1271  VERT ORDER  -  SECOND    CLASS 0
 NU1271
 NU1271.The horizontal coordinates were scaled from a topographic map and have
 NU1271.an estimated accuracy of +/- 6 seconds.
 NU1271
 NU1271.The orthometric height was determined by differential leveling
 NU1271.and adjusted by the National Geodetic Survey in June 1991..
 NU1271
 NU1271.The geoid height was determined by GEOID03.
 NU1271
 NU1271.The dynamic height is computed by dividing the NAVD 88
 NU1271.geopotential number by the normal gravity value computed on the
 NU1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1271.degrees latitude (g = 980.6199 gals.).
 NU1271
 NU1271.The modeled gravity was interpolated from observed gravity values.
 NU1271
 NU1271;                    North         East    Units  Estimated Accuracy
 NU1271;SPC ID C     -   100,180.      536,740.      MT  (+/- 180 meters Scaled)
 NU1271
 NU1271                          SUPERSEDED SURVEY CONTROL
 NU1271
 NU1271  NGVD 29 (??/??/92) 1315.384  (m)         4315.56   (f) ADJ UNCH    2 0
 NU1271
 NU1271.Superseded values are not recommended for survey control.
 NU1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1271.See file dsdata.txt to determine how the superseded data were derived.
 NU1271
 NU1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN904159(NAD 83)
 NU1271_MARKER: DR = REFERENCE MARK DISK
 NU1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1271_STAMPING: IDA 80-130 NO 1 1960
 NU1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1271+STABILITY: SURFACE MOTION
 NU1271
 NU1271  HISTORY     - Date     Condition        Report By
 NU1271  HISTORY     - 1959     MONUMENTED       CGS
 NU1271  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU1271
 NU1271                          STATION DESCRIPTION
 NU1271
 NU1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NU1271'6.85 MI NE FROM DECLO.
 NU1271'3.35 MILES NORTH ON STATE HIGHWAY 77 FROM DECLO TO THE JUNCTION OF
 NU1271'INTERSTATE HIGHWAY 80N, THENCE 3.5 MILES EAST ON INTERSTATE HIGHWAY
 NU1271'80N, 46.91 FEET SOUTH OF THE STATION, SET IN A SQUARE CONCRETE POST
 NU1271'PROJECTING 3 INCHES.
 NU1271
 NU1271                          STATION RECOVERY (1983)
 NU1271
 NU1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1271'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NU1271'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1273 ***********************************************************************
 NU1273  DESIGNATION -  IDA 80 130 RM 2
 NU1273  PID         -  NU1273
 NU1273  STATE/COUNTY-  ID/CASSIA
 NU1273  USGS QUAD   -  RUPERT SE (1978)
 NU1273
 NU1273                         *CURRENT SURVEY CONTROL
 NU1273  ___________________________________________________________________
 NU1273* NAD 83(1986)-  42 34 04.     (N)    113 33 08.     (W)     SCALED    
 NU1273* NAVD 88     -      1316.169  (meters)    4318.13   (feet)  ADJUSTED  
 NU1273  ___________________________________________________________________
 NU1273  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1273  DYNAMIC HT  -        1315.419 (meters)    4315.67  (feet)  COMP
 NU1273  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 NU1273
 NU1273  VERT ORDER  -  SECOND    CLASS 0
 NU1273
 NU1273.The horizontal coordinates were scaled from a topographic map and have
 NU1273.an estimated accuracy of +/- 6 seconds.
 NU1273
 NU1273.The orthometric height was determined by differential leveling
 NU1273.and adjusted by the National Geodetic Survey in June 1991..
 NU1273
 NU1273.The geoid height was determined by GEOID03.
 NU1273
 NU1273.The dynamic height is computed by dividing the NAVD 88
 NU1273.geopotential number by the normal gravity value computed on the
 NU1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1273.degrees latitude (g = 980.6199 gals.).
 NU1273
 NU1273.The modeled gravity was interpolated from observed gravity values.
 NU1273
 NU1273;                    North         East    Units  Estimated Accuracy
 NU1273;SPC ID C     -   100,180.      536,770.      MT  (+/- 180 meters Scaled)
 NU1273
 NU1273                          SUPERSEDED SURVEY CONTROL
 NU1273
 NU1273  NGVD 29 (??/??/92) 1315.200  (m)         4314.95   (f) ADJ UNCH    2 0
 NU1273
 NU1273.Superseded values are not recommended for survey control.
 NU1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1273.See file dsdata.txt to determine how the superseded data were derived.
 NU1273
 NU1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN905159(NAD 83)
 NU1273_MARKER: DR = REFERENCE MARK DISK
 NU1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1273_STAMPING: IDA 80-130 NO 2 1959
 NU1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1273+STABILITY: SURFACE MOTION
 NU1273
 NU1273  HISTORY     - Date     Condition        Report By
 NU1273  HISTORY     - 1959     MONUMENTED       CGS
 NU1273  HISTORY     - 1960     GOOD             NGS
 NU1273  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU1273
 NU1273                          STATION DESCRIPTION
 NU1273
 NU1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1273'6.85 MI NE FROM DECLO.
 NU1273'3.35 MILES NORTH ON STATE HIGHWAY 77 FROM DECLO TO THE JUNCTION OF
 NU1273'INTERSTATE HIGHWAY 80N, THENCE 3.5 MILES EAST ON INTERSTATE HIGHWAY
 NU1273'80N, 38.27 FEET NORTH OF THE STATION, SET IN A SQUARE CONCRETE POST
 NU1273'PROJECTING 3 INCHES.
 NU1273
 NU1273                          STATION RECOVERY (1983)
 NU1273
 NU1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1273'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THE BENCH MARK WAS
 NU1273'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0929 ***********************************************************************
 NU0929  DESIGNATION -  IDA 80 131
 NU0929  PID         -  NU0929
 NU0929  STATE/COUNTY-  ID/CASSIA
 NU0929  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0929
 NU0929                         *CURRENT SURVEY CONTROL
 NU0929  ___________________________________________________________________
 NU0929* NAD 83(1992)-  42 32 32.99280(N)    113 29 04.95815(W)     ADJUSTED  
 NU0929* NAVD 88     -      1377.925  (meters)    4520.74   (feet)  ADJUSTED  
 NU0929  ___________________________________________________________________
 NU0929  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 NU0929  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU0929  DYNAMIC HT  -        1377.099 (meters)    4518.03  (feet)  COMP
 NU0929  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 NU0929
 NU0929  HORZ ORDER  -  SECOND
 NU0929  VERT ORDER  -  SECOND    CLASS 0
 NU0929
 NU0929.The horizontal coordinates were established by classical geodetic methods
 NU0929.and adjusted by the National Geodetic Survey in July 1992..
 NU0929
 NU0929.The orthometric height was determined by differential leveling
 NU0929.and adjusted by the National Geodetic Survey in June 1991..
 NU0929
 NU0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0929
 NU0929.The geoid height was determined by GEOID03.
 NU0929
 NU0929.The dynamic height is computed by dividing the NAVD 88
 NU0929.geopotential number by the normal gravity value computed on the
 NU0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0929.degrees latitude (g = 980.6199 gals.).
 NU0929
 NU0929.The modeled gravity was interpolated from observed gravity values.
 NU0929
 NU0929;                    North         East     Units Scale Factor Converg.
 NU0929;SPC ID C     -    97,406.812   542,325.407   MT  0.99996940   +0 20 54.3
 NU0929;UTM  12      - 4,713,004.189   295,973.662   MT  1.00011217   -1 40 50.1
 NU0929
 NU0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0929!SPC ID C     -   0.99978620  x   0.99996940  =   0.99975561
 NU0929!UTM  12      -   0.99978620  x   1.00011217  =   0.99989835
 NU0929
 NU0929|---------------------------------------------------------------------|
 NU0929| PID    Reference Object                     Distance      Geod. Az  |
 NU0929|                                                           dddmmss.s |
 NU0929| NU0930 IDA 80 131 RM 1                      12.286 METERS 03345     |
 NU0929| NU0931 IDA 80 131 RM 2                      10.929 METERS 08512     |
 NU0929| NU1676 AMBER AZ MK                         APPROX. 2.4 KM 0931233.0 |
 NU0929|---------------------------------------------------------------------|
 NU0929
 NU0929                          SUPERSEDED SURVEY CONTROL
 NU0929
 NU0929  NAD 83(1986)-  42 32 32.99146(N)    113 29 04.95346(W) AD(       ) 2
 NU0929  NAD 27      -  42 32 33.31640(N)    113 29 01.94380(W) AD(       ) 2
 NU0929  NGVD 29 (??/??/92) 1376.918  (m)         4517.44   (f) ADJ UNCH    2 0
 NU0929
 NU0929.Superseded values are not recommended for survey control.
 NU0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0929.See file dsdata.txt to determine how the superseded data were derived.
 NU0929
 NU0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN9597413004(NAD 83)
 NU0929_MARKER: DS = TRIANGULATION STATION DISK
 NU0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0929_STAMPING: IDA 80-131 1959
 NU0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0929+STABILITY: SURFACE MOTION
 NU0929
 NU0929  HISTORY     - Date     Condition        Report By
 NU0929  HISTORY     - 1959     MONUMENTED       CGS
 NU0929  HISTORY     - 1960     GOOD             NGS
 NU0929
 NU0929                          STATION DESCRIPTION
 NU0929
 NU0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU0929'THE STATION IS ON THE SUMMIT OF A LOW BRUSH COVERED HILL, 7.5
 NU0929'MILES EAST OF DECLO AND 0.5 MILE NORTH OF U.S. HIGHWAY 30S.
 NU0929'
 NU0929'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30S AND
 NU0929'STATE HIGHWAY 77 AT DECLO, DRIVE EAST ON U.S. HIGHWAY 30S
 NU0929'FOR 7.5 MILES TO A FENCE CORNER AND SIDE ROAD ON THE LEFT.  TURN
 NU0929'BACK SHARP LEFT AND DRIVE NORTHWEST ON THE BLADED ROAD FOR 0.15
 NU0929'MILE TO A Y-FORK.  KEEP THE LEFT FORK AND CONTINUE NORTHWEST
 NU0929'FOR 0.3 MILE, THENCE TURN RIGHT OFF THE ROAD AND DRIVE EAST UP
 NU0929'THE BRUSH COVERED SLOPE FOR 0.05 MILE TO THE SUMMIT OF THE
 NU0929'LOW HILL AND THE STATION.
 NU0929'
 NU0929'THE STATION MARK IS A STANDARD DISK, STAMPED IDA 80-131 1959,
 NU0929'SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 NU0929'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK
 NU0929'IS ABOUT 200 YARDS NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE AND 6
 NU0929'FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 NU0929'
 NU0929'REFERENCE MARK 1, STAMPED IDA 80-131 NO 1 1959, IS A STANDARD
 NU0929'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE
 NU0929'AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 NU0929'MARK IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NU0929'
 NU0929'REFERENCE MARK 2, STAMPED IDA 80-131 NO 2 1959, IS A STANDARD
 NU0929'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 NU0929'SQUARE AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 NU0929'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 NU0929
 NU0929                          STATION RECOVERY (1960)
 NU0929
 NU0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0929'8.0 MI E FROM DECLO.
 NU0929'7.65 MILES EAST ON U.S. HIGHWAY 30S FROM ITS JUNCTION WITH STATE
 NU0929'HIGHWAY 77 AT DECLO, THENCE NORTH 0.15 MILE ON TRACK ROAD, LEFT FORK
 NU0929'NORTHEAST 0.3 MILE, THENCE NORTH 100 YARDS UP SLOPE, 200 YARDS
 NU0929'NORTHEAST FROM A FENCE, 6 FEET NORTH FROM A METAL WITNESS POST WITH
 NU0929'SIGN, SET IN A SQUARE TOPPED CONCRETE MONUMENT PROJECTING 2 INCHES
 NU0929'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0930 ***********************************************************************
 NU0930  DESIGNATION -  IDA 80 131 RM 1
 NU0930  PID         -  NU0930
 NU0930  STATE/COUNTY-  ID/CASSIA
 NU0930  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0930
 NU0930                         *CURRENT SURVEY CONTROL
 NU0930  ___________________________________________________________________
 NU0930* NAD 83(1986)-  42 32 39.     (N)    113 28 39.     (W)     SCALED    
 NU0930* NAVD 88     -      1377.852  (meters)    4520.50   (feet)  ADJUSTED  
 NU0930  ___________________________________________________________________
 NU0930  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU0930  DYNAMIC HT  -        1377.027 (meters)    4517.80  (feet)  COMP
 NU0930  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 NU0930
 NU0930  VERT ORDER  -  SECOND    CLASS 0
 NU0930
 NU0930.The horizontal coordinates were scaled from a topographic map and have
 NU0930.an estimated accuracy of +/- 6 seconds.
 NU0930
 NU0930.The orthometric height was determined by differential leveling
 NU0930.and adjusted by the National Geodetic Survey in June 1991..
 NU0930
 NU0930.The geoid height was determined by GEOID03.
 NU0930
 NU0930.The dynamic height is computed by dividing the NAVD 88
 NU0930.geopotential number by the normal gravity value computed on the
 NU0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0930.degrees latitude (g = 980.6199 gals.).
 NU0930
 NU0930.The modeled gravity was interpolated from observed gravity values.
 NU0930
 NU0930;                    North         East    Units  Estimated Accuracy
 NU0930;SPC ID C     -    97,600.      542,920.      MT  (+/- 180 meters Scaled)
 NU0930
 NU0930                          SUPERSEDED SURVEY CONTROL
 NU0930
 NU0930  NGVD 29 (??/??/92) 1376.846  (m)         4517.20   (f) ADJ UNCH    2 0
 NU0930
 NU0930.Superseded values are not recommended for survey control.
 NU0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0930.See file dsdata.txt to determine how the superseded data were derived.
 NU0930
 NU0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN965131(NAD 83)
 NU0930_MARKER: DR = REFERENCE MARK DISK
 NU0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0930_STAMPING: IDA 80-131 NO 1 1959
 NU0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0930+STABILITY: SURFACE MOTION
 NU0930
 NU0930  HISTORY     - Date     Condition        Report By
 NU0930  HISTORY     - 1959     MONUMENTED       CGS
 NU0930  HISTORY     - 1960     GOOD             NGS
 NU0930
 NU0930                          STATION DESCRIPTION
 NU0930
 NU0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0930'8.0 MI E FROM DECLO.
 NU0930'7.65 MILES EAST ALONG U.S. HIGHWAY 30S FROM JUNCTION WITH STATE
 NU0930'HIGHWAY 77 IN DECLO, THENCE NORTH ON TRACK 0.15 MILE, AND THEN LEFT
 NU0930'FORK NORTHEAST 0.3 MILE, THEN NORTH 100 YARDS UP SLOPE, 40.3 FEET
 NU0930'NORTH NORTHEAST FROM THE TRIANGULATION STATION.  SET IN THE TOP OF A
 NU0930'SQUARE TOPPED CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0931 ***********************************************************************
 NU0931  DESIGNATION -  IDA 80 131 RM 2
 NU0931  PID         -  NU0931
 NU0931  STATE/COUNTY-  ID/CASSIA
 NU0931  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0931
 NU0931                         *CURRENT SURVEY CONTROL
 NU0931  ___________________________________________________________________
 NU0931* NAD 83(1986)-  42 32 39.     (N)    113 28 39.     (W)     SCALED    
 NU0931* NAVD 88     -      1377.926  (meters)    4520.75   (feet)  ADJUSTED  
 NU0931  ___________________________________________________________________
 NU0931  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU0931  DYNAMIC HT  -        1377.100 (meters)    4518.04  (feet)  COMP
 NU0931  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 NU0931
 NU0931  VERT ORDER  -  SECOND    CLASS 0
 NU0931
 NU0931.The horizontal coordinates were scaled from a topographic map and have
 NU0931.an estimated accuracy of +/- 6 seconds.
 NU0931
 NU0931.The orthometric height was determined by differential leveling
 NU0931.and adjusted by the National Geodetic Survey in June 1991..
 NU0931
 NU0931.The geoid height was determined by GEOID03.
 NU0931
 NU0931.The dynamic height is computed by dividing the NAVD 88
 NU0931.geopotential number by the normal gravity value computed on the
 NU0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0931.degrees latitude (g = 980.6199 gals.).
 NU0931
 NU0931.The modeled gravity was interpolated from observed gravity values.
 NU0931
 NU0931;                    North         East    Units  Estimated Accuracy
 NU0931;SPC ID C     -    97,600.      542,920.      MT  (+/- 180 meters Scaled)
 NU0931
 NU0931                          SUPERSEDED SURVEY CONTROL
 NU0931
 NU0931  NGVD 29 (??/??/92) 1376.919  (m)         4517.44   (f) ADJ UNCH    2 0
 NU0931
 NU0931.Superseded values are not recommended for survey control.
 NU0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0931.See file dsdata.txt to determine how the superseded data were derived.
 NU0931
 NU0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN965131(NAD 83)
 NU0931_MARKER: DR = REFERENCE MARK DISK
 NU0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0931_STAMPING: IDA 80-131 NO 2 1959
 NU0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0931+STABILITY: SURFACE MOTION
 NU0931
 NU0931  HISTORY     - Date     Condition        Report By
 NU0931  HISTORY     - 1959     MONUMENTED       CGS
 NU0931  HISTORY     - 1960     GOOD             NGS
 NU0931
 NU0931                          STATION DESCRIPTION
 NU0931
 NU0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0931'8.0 MI E FROM DECLO.
 NU0931'7.65 MILES EAST ALONG U.S. HIGHWAY 30S FROM JUNCTION WITH STATE
 NU0931'HIGHWAY 77 IN DECLO, THENCE NORTH ON TRACK ROAD 0.15 MILE, AND THEN
 NU0931'LEFT FORK NORTHEAST 0.3 MILE, THEN NORTH 100 YARDS UP SLOPE, 35.8 FEET
 NU0931'EAST NORTHEAST FROM THE TRIANGULATION STATION, SET IN A SQUARE TOPPED
 NU0931'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0939 ***********************************************************************
 NU0939  DESIGNATION -  IDA 80 132
 NU0939  PID         -  NU0939
 NU0939  STATE/COUNTY-  ID/CASSIA
 NU0939  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0939
 NU0939                         *CURRENT SURVEY CONTROL
 NU0939  ___________________________________________________________________
 NU0939* NAD 83(1992)-  42 31 28.98945(N)    113 27 11.16233(W)     ADJUSTED  
 NU0939* NAVD 88     -      1379.182  (meters)    4524.87   (feet)  ADJUSTED  
 NU0939  ___________________________________________________________________
 NU0939  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 NU0939  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NU0939  DYNAMIC HT  -        1378.342 (meters)    4522.11  (feet)  COMP
 NU0939  MODELED GRAV-     979,964.0   (mgal)                       NAVD 88
 NU0939
 NU0939  HORZ ORDER  -  SECOND
 NU0939  VERT ORDER  -  SECOND    CLASS 0
 NU0939
 NU0939.The horizontal coordinates were established by classical geodetic methods
 NU0939.and adjusted by the National Geodetic Survey in July 1992..
 NU0939
 NU0939.The orthometric height was determined by differential leveling
 NU0939.and adjusted by the National Geodetic Survey in June 1991..
 NU0939
 NU0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0939
 NU0939.The geoid height was determined by GEOID03.
 NU0939
 NU0939.The dynamic height is computed by dividing the NAVD 88
 NU0939.geopotential number by the normal gravity value computed on the
 NU0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0939.degrees latitude (g = 980.6199 gals.).
 NU0939
 NU0939.The modeled gravity was interpolated from observed gravity values.
 NU0939
 NU0939;                    North         East     Units Scale Factor Converg.
 NU0939;SPC ID C     -    95,448.257   544,934.570   MT  0.99997220   +0 22 10.8
 NU0939;UTM  12      - 4,710,954.223   298,512.202   MT  1.00009951   -1 39 31.1
 NU0939
 NU0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0939!SPC ID C     -   0.99978601  x   0.99997220  =   0.99975821
 NU0939!UTM  12      -   0.99978601  x   1.00009951  =   0.99988550
 NU0939
 NU0939|---------------------------------------------------------------------|
 NU0939| PID    Reference Object                     Distance      Geod. Az  |
 NU0939|                                                           dddmmss.s |
 NU0939| NU1675 HIGHWAY 30S STA 923+01.3 OFF 117.01   3.383 METERS 00046     |
 NU0939| NU1670 T10S R26E SECS 29 30 1/4 COR         21.845 METERS 08122     |
 NU0939| NU1677 HIGHWAY 30S STA 923+06.3 OFF 97.5     6.803 METERS 29958     |
 NU0939| NU0938 HIGHWAY 30S STA 883+06.1=A 178 RESE                3010628.4 |
 NU0939|---------------------------------------------------------------------|
 NU0939
 NU0939                          SUPERSEDED SURVEY CONTROL
 NU0939
 NU0939  NAD 83(1986)-  42 31 28.98802(N)    113 27 11.15775(W) AD(       ) 2
 NU0939  NAD 27      -  42 31 29.31210(N)    113 27 08.15160(W) AD(       ) 2
 NU0939  NGVD 29 (??/??/92) 1378.161  (m)         4521.52   (f) ADJ UNCH    2 0
 NU0939
 NU0939.Superseded values are not recommended for survey control.
 NU0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0939.See file dsdata.txt to determine how the superseded data were derived.
 NU0939
 NU0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN9851210954(NAD 83)
 NU0939_MARKER: DS = TRIANGULATION STATION DISK
 NU0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0939_STAMPING: IDA 80-132 1959
 NU0939_MARK LOGO: CGS   
 NU0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0939+STABILITY: SURFACE MOTION
 NU0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0939+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1993
 NU0939
 NU0939  HISTORY     - Date     Condition        Report By
 NU0939  HISTORY     - 1959     MONUMENTED       CGS
 NU0939  HISTORY     - 1960     GOOD             NGS
 NU0939  HISTORY     - 19930408 GOOD             LOCENG
 NU0939
 NU0939                          STATION DESCRIPTION
 NU0939
 NU0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU0939'THE STATION IS 9.1 MILES EAST AND SOUTHEAST ALONG U.S. HIGHWAY
 NU0939'30 S FROM THE INTERSECTION OF U.S. HIGHWAY 30 S AND STATE ROUTE
 NU0939'77 IN DECLO, 50 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NU0939'10.7 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE LINE
 NU0939'AND 5 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU0939'
 NU0939'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 NU0939'POST PROJECTING 2 INCHES AND STAMPED IDA 80-132 1959.
 NU0939'
 NU0939'REFERENCE MARK 1 IS A BRONZE DISK OF THE IDAHO DEPARTMENT OF
 NU0939'PUBLIC WORKS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 NU0939'PROJECTING 10 INCHES AND STAMPED R P POT 923 01.3 OFF 117.01.
 NU0939'IT IS 60 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 NU0939'SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE LINE AND 8 INCHES
 NU0939'SOUTHWEST OF A METAL WITNESS POST.
 NU0939'
 NU0939'REFERENCE MARK 2 IS A STANDARD GLO BRONZE DISK RIVETED TO THE TOP
 NU0939'OF A 1-INCH IRON PIPE PROJECTING 2 INCHES AND STAMPED 1/4 S30
 NU0939'S29 1917.  IT IS 36 FEET NORTHEAST OF THE NORTHEAST RIGHT OF WAY
 NU0939'FENCE LINE AT THE SOUTHEAST EDGE OF A SMALL ROCK CAIRN.  THE
 NU0939'MARK HAS BEEN DAMAGED BY CULTIVATING EQUIPMENT.
 NU0939'
 NU0939'REFERENCE MARK 3 IS A BRONZE DISK OF THE IDAHO DEPARTMENT OF
 NU0939'PUBLIC WORKS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 NU0939'PROJECTING 10 INCHES AND STAMPED R P POT 923 01.3 OFF 97.51.
 NU0939'IT IS 50 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NU0939'11.2 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE LINE
 NU0939'AND 6 INCHES SOUTH OF A METAL WITNESS POST.
 NU0939'
 NU0939'THE AZIMUTH MARK IS A BRONZE DISK OF THE IDAHO DEPARTMENT OF
 NU0939'PUBLIC WORKS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 NU0939'PROJECTING 8 INCHES AND STAMPED RP POT 883 06.1 OFF 113.09 USBM
 NU0939'A 178 RESET 1951.  IT IS 61 FEET NORTHEAST OF THE CENTER LINE OF
 NU0939'THE HIGHWAY AND 1 FOOT SOUTHWEST OF THE NORTHEAST RIGHT OF WAY
 NU0939'FENCE LINE.
 NU0939'
 NU0939'A 2-WHEEL DRIVE STATION.
 NU0939
 NU0939                          STATION RECOVERY (1960)
 NU0939
 NU0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0939'9.0 MI E FROM DECLO.
 NU0939'9.1 MILES EAST AND SOUTHEAST ALONG U.S. HIGHWAY 30S FROM INTERSECTION
 NU0939'WITH STATE HIGHWAY 77 IN DECLO, 50 FEET NORTHEAST FROM CENTER OF
 NU0939'HIGHWAY, 10.7 FEET NORTH EAST FROM THE RIGHT OF WAY FENCE, 5 FEET
 NU0939'NORTHEAST FROM A STEEL WITNESS POST WITH SIGN, 11.1 FEET SOUTH FROM
 NU0939'HIGHWAY MONUMENT 923 01.3, 22.3 FEET EAST SOUTHEAST FROM HIGHWAY
 NU0939'MONUMENT 923 01.3 OFFSET 97.51, 71.7 FEET WEST SOUTHWEST FROM 1/4 CNR.
 NU0939'S30-29, T10S, R26E, SET IN A SQUARE TOPPED CONCRETE MONUMENT
 NU0939'PROJECTING 2 INCHES.
 NU0939
 NU0939                          STATION RECOVERY (1993)
 NU0939
 NU0939'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NU0939'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0945 ***********************************************************************
 NU0945  DESIGNATION -  IDA 80 133
 NU0945  PID         -  NU0945
 NU0945  STATE/COUNTY-  ID/CASSIA
 NU0945  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0945
 NU0945                         *CURRENT SURVEY CONTROL
 NU0945  ___________________________________________________________________
 NU0945* NAD 83(1992)-  42 30 57.31824(N)    113 25 57.33053(W)     ADJUSTED  
 NU0945* NAVD 88     -      1386.822  (meters)    4549.93   (feet)  ADJUSTED  
 NU0945  ___________________________________________________________________
 NU0945  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 NU0945  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NU0945  DYNAMIC HT  -        1385.975 (meters)    4547.15  (feet)  COMP
 NU0945  MODELED GRAV-     979,962.1   (mgal)                       NAVD 88
 NU0945
 NU0945  HORZ ORDER  -  SECOND
 NU0945  VERT ORDER  -  SECOND    CLASS 0
 NU0945
 NU0945.The horizontal coordinates were established by classical geodetic methods
 NU0945.and adjusted by the National Geodetic Survey in July 1992..
 NU0945
 NU0945.The orthometric height was determined by differential leveling
 NU0945.and adjusted by the National Geodetic Survey in June 1991..
 NU0945
 NU0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0945
 NU0945.The geoid height was determined by GEOID03.
 NU0945
 NU0945.The dynamic height is computed by dividing the NAVD 88
 NU0945.geopotential number by the normal gravity value computed on the
 NU0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0945.degrees latitude (g = 980.6199 gals.).
 NU0945
 NU0945.The modeled gravity was interpolated from observed gravity values.
 NU0945
 NU0945;                    North         East     Units Scale Factor Converg.
 NU0945;SPC ID C     -    94,482.117   546,626.171   MT  0.99997411   +0 23 00.5
 NU0945;UTM  12      - 4,709,928.698   300,168.754   MT  1.00009133   -1 38 40.1
 NU0945
 NU0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0945!SPC ID C     -   0.99978481  x   0.99997411  =   0.99975893
 NU0945!UTM  12      -   0.99978481  x   1.00009133  =   0.99987612
 NU0945
 NU0945|---------------------------------------------------------------------|
 NU0945| PID    Reference Object                     Distance      Geod. Az  |
 NU0945|                                                           dddmmss.s |
 NU0945| NU0946 IDA 80 133 RM 1                      10.302 METERS 07824     |
 NU0945| NU0944 IDA 80 133 RM 2                       6.913 METERS 22310     |
 NU0945| NU0943 A 122                                              2930804.7 |
 NU0945|---------------------------------------------------------------------|
 NU0945
 NU0945                          SUPERSEDED SURVEY CONTROL
 NU0945
 NU0945  NAD 83(1986)-  42 30 57.31667(N)    113 25 57.32583(W) AD(       ) 2
 NU0945  NAD 27      -  42 30 57.64030(N)    113 25 54.32210(W) AD(       ) 2
 NU0945  NGVD 29 (??/??/92) 1385.798  (m)         4546.57   (f) ADJ UNCH    2 0
 NU0945
 NU0945.Superseded values are not recommended for survey control.
 NU0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0945.See file dsdata.txt to determine how the superseded data were derived.
 NU0945
 NU0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN0016909929(NAD 83)
 NU0945_MARKER: DS = TRIANGULATION STATION DISK
 NU0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0945_SP_SET: LAVA LEDGE
 NU0945_STAMPING: IDA 80-133 1959
 NU0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0945+STABILITY: SURFACE MOTION
 NU0945
 NU0945  HISTORY     - Date     Condition        Report By
 NU0945  HISTORY     - 1959     MONUMENTED       CGS
 NU0945  HISTORY     - 1960     GOOD             NGS
 NU0945  HISTORY     - 1978     GOOD             NGS
 NU0945  HISTORY     - 1978     GOOD             NGS
 NU0945
 NU0945                          STATION DESCRIPTION
 NU0945
 NU0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU0945'THE STATION IS 10.4 MILES EASTERLY ALONG U.S. HIGHWAY 30S FROM
 NU0945'DECLO, 0.2 MILE SOUTH-SOUTHEAST OF A OILED ROAD THAT LEADS
 NU0945'TOWARDS YALE, 51 PACES NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 NU0945'AND ON A LOW LAVA LEDGE COVERED WITH SAGE BRUSH.
 NU0945'
 NU0945'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30S AND STATE HIGHWAY
 NU0945'77 AT DECLO GO EASTERLY ON U.S. HIGHWAY 30S FOR 10.2 MILES TO
 NU0945'A OILED CROSS ROAD AND BENCH MARK A 122 ON THE RIGHT.  CONTINUE
 NU0945'EASTERLY ON THE HIGHWAY 0.2 MILE TO THE STATION ON THE LEFT.
 NU0945'
 NU0945'THE STATION MARK, STAMPED IDA 80-133 1959, IS A STANDARD DISK
 NU0945'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 NU0945'
 NU0945'REFERENCE MARK NO. 1, STAMPED IDA 80-133 NO 1 1959, IS A STANDARD
 NU0945'DISK SET IN A DRILL HOLE IN BEDROCK PROJECTING 3 INCHES AND ABOUT
 NU0945'LEVEL WITH THE STATION.
 NU0945'
 NU0945'REFERENCE MARK NO. 2, STAMPED IDA 80-133 NO 2 1959, IS A STANDARD
 NU0945'DISK SET IN DRILL HOLE IN BEDROCK PROJECTING 6 INCHES AND ABOUT 6
 NU0945'INCHES HIGHER THAN THE STATION.
 NU0945'
 NU0945'THE BENCH MARK, STAMPED A 122 1958, IS A STANDARD DISK SET IN
 NU0945'A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES, 49 FEET
 NU0945'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 34 FEET WEST OF A
 NU0945'CROSS ROAD, 1 FOOT NORTHEAST OF A FENCE CORNER WITH A METAL
 NU0945'WITNESS SIGN ATTACHED.
 NU0945
 NU0945                          STATION RECOVERY (1960)
 NU0945
 NU0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0945'10.0 MI E FROM DECLO.
 NU0945'10.4 MILES EASTERLY ALONG U.S. HIGHWAY 30S FROM INTERSECTION WITH
 NU0945'STATE HIGHWAY 77 IN DECLO, 0.2 MILE AFTER PASSING THE OILED ROAD EAST
 NU0945'TOWARDS YALE, ABOUT 150 YARDS NORTHEAST FROM THE CENTER OF THE
 NU0945'HIGHWAY, ON A LOW LAVA LEDGE COVERED WITH SAGE BRUSH, SET IN A DRILL
 NU0945'HOLE IN BEDROCK.
 NU0945
 NU0945                          STATION RECOVERY (1978)
 NU0945
 NU0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NU0945'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 NU0945'BENCH MARK A 122, AZIMUTH MARK, WERE RECOVERED IN GOOD CONDITION AS
 NU0945'DESCRIBED.  A DIFFERENCE WAS FOUND IN THE HORIZONTAL ANGLE BETWEEN
 NU0945'THE REFERENCE MARKS.
 NU0945'
 NU0945'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 NU0945'SOUTHEAST OF DECLO.
 NU0945
 NU0945                          STATION RECOVERY (1978)
 NU0945
 NU0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NU0945'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 77, AND 81, IN DECLO, GO
 NU0945'SOUTHEAST ON STATE HIGHWAY 81 FOR 10.5 MILES TO THE MARK ON THE LEFT,
 NU0945'300 FEET NORTHEAST OF THE HIGHWAY, 33.80 FEET WSW OF RM 1, AND 22.68
 NU0945'FEET NE OF RM 2 CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS TWO
 NU0945'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0946 ***********************************************************************
 NU0946  DESIGNATION -  IDA 80 133 RM 1
 NU0946  PID         -  NU0946
 NU0946  STATE/COUNTY-  ID/CASSIA
 NU0946  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0946
 NU0946                         *CURRENT SURVEY CONTROL
 NU0946  ___________________________________________________________________
 NU0946* NAD 83(1986)-  42 30 59.     (N)    113 25 59.     (W)     SCALED    
 NU0946* NAVD 88     -      1386.584  (meters)    4549.15   (feet)  ADJUSTED  
 NU0946  ___________________________________________________________________
 NU0946  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NU0946  DYNAMIC HT  -        1385.738 (meters)    4546.38  (feet)  COMP
 NU0946  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 NU0946
 NU0946  VERT ORDER  -  SECOND    CLASS 0
 NU0946
 NU0946.The horizontal coordinates were scaled from a topographic map and have
 NU0946.an estimated accuracy of +/- 6 seconds.
 NU0946
 NU0946.The orthometric height was determined by differential leveling
 NU0946.and adjusted by the National Geodetic Survey in June 1991..
 NU0946
 NU0946.The geoid height was determined by GEOID03.
 NU0946
 NU0946.The dynamic height is computed by dividing the NAVD 88
 NU0946.geopotential number by the normal gravity value computed on the
 NU0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0946.degrees latitude (g = 980.6199 gals.).
 NU0946
 NU0946.The modeled gravity was interpolated from observed gravity values.
 NU0946
 NU0946;                    North         East    Units  Estimated Accuracy
 NU0946;SPC ID C     -    94,530.      546,590.      MT  (+/- 180 meters Scaled)
 NU0946
 NU0946                          SUPERSEDED SURVEY CONTROL
 NU0946
 NU0946  NGVD 29 (??/??/92) 1385.561  (m)         4545.79   (f) ADJ UNCH    2 0
 NU0946
 NU0946.Superseded values are not recommended for survey control.
 NU0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0946.See file dsdata.txt to determine how the superseded data were derived.
 NU0946
 NU0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN001099(NAD 83)
 NU0946_MARKER: DR = REFERENCE MARK DISK
 NU0946_SETTING: 66 = SET IN ROCK OUTCROP
 NU0946_SP_SET: BEDROCK
 NU0946_STAMPING: IDA 80-133 NO 1 1959
 NU0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0946+STABILITY: POSITION/ELEVATION WELL
 NU0946
 NU0946  HISTORY     - Date     Condition        Report By
 NU0946  HISTORY     - 1959     MONUMENTED       CGS
 NU0946  HISTORY     - 1960     GOOD             NGS
 NU0946  HISTORY     - 1978     GOOD             NGS
 NU0946
 NU0946                          STATION DESCRIPTION
 NU0946
 NU0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0946'10.0 MI E FROM DECLO.
 NU0946'10.4 MILES EASTWARD ALONG U.S. HIGHWAY 30S FROM THE INTERSECTION WITH
 NU0946'STATE HIGHWAY 77 IN DECLO, ON A LAVA LEDGE NORTHEAST FROM THE HIGHWAY,
 NU0946'33.8 FEET EAST NORTHEAST FROM THE TRIANGULATION STATION, CEMENTED IN A
 NU0946'DRILL HOLE IN BEDROCK.
 NU0946
 NU0946                          STATION RECOVERY (1978)
 NU0946
 NU0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NU0946'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 77, AND 81 IN DECLO, GO
 NU0946'SOUTHEAST ON STATE HIGHWAY 81 FOR 10.5 MILES TO THE MARK ON THE LEFT,
 NU0946'300 FEET NORTHEAST OF THE HIGHWAY, AND 33.80 FEET EAST-NORTHEAST OF
 NU0946'IDA 80-133, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0944 ***********************************************************************
 NU0944  DESIGNATION -  IDA 80 133 RM 2
 NU0944  PID         -  NU0944
 NU0944  STATE/COUNTY-  ID/CASSIA
 NU0944  USGS QUAD   -  LAKE WALCOTT SW (1984)
 NU0944
 NU0944                         *CURRENT SURVEY CONTROL
 NU0944  ___________________________________________________________________
 NU0944* NAD 83(1986)-  42 30 59.     (N)    113 25 59.     (W)     SCALED    
 NU0944* NAVD 88     -      1387.105  (meters)    4550.86   (feet)  ADJUSTED  
 NU0944  ___________________________________________________________________
 NU0944  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NU0944  DYNAMIC HT  -        1386.258 (meters)    4548.08  (feet)  COMP
 NU0944  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 NU0944
 NU0944  VERT ORDER  -  SECOND    CLASS 0
 NU0944
 NU0944.The horizontal coordinates were scaled from a topographic map and have
 NU0944.an estimated accuracy of +/- 6 seconds.
 NU0944
 NU0944.The orthometric height was determined by differential leveling
 NU0944.and adjusted by the National Geodetic Survey in June 1991..
 NU0944
 NU0944.The geoid height was determined by GEOID03.
 NU0944
 NU0944.The dynamic height is computed by dividing the NAVD 88
 NU0944.geopotential number by the normal gravity value computed on the
 NU0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0944.degrees latitude (g = 980.6199 gals.).
 NU0944
 NU0944.The modeled gravity was interpolated from observed gravity values.
 NU0944
 NU0944;                    North         East    Units  Estimated Accuracy
 NU0944;SPC ID C     -    94,530.      546,590.      MT  (+/- 180 meters Scaled)
 NU0944
 NU0944                          SUPERSEDED SURVEY CONTROL
 NU0944
 NU0944  NGVD 29 (??/??/92) 1386.082  (m)         4547.50   (f) ADJ UNCH    2 0
 NU0944
 NU0944.Superseded values are not recommended for survey control.
 NU0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0944.See file dsdata.txt to determine how the superseded data were derived.
 NU0944
 NU0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN001099(NAD 83)
 NU0944_MARKER: DR = REFERENCE MARK DISK
 NU0944_SETTING: 66 = SET IN ROCK OUTCROP
 NU0944_SP_SET: LAVA LEDGE
 NU0944_STAMPING: IDA 80-133 NO 2 1959
 NU0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0944+STABILITY: POSITION/ELEVATION WELL
 NU0944
 NU0944  HISTORY     - Date     Condition        Report By
 NU0944  HISTORY     - 1959     MONUMENTED       CGS
 NU0944  HISTORY     - 1960     GOOD             NGS
 NU0944  HISTORY     - 1978     GOOD             NGS
 NU0944
 NU0944                          STATION DESCRIPTION
 NU0944
 NU0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0944'10.0 MI E FROM DECLO.
 NU0944'10.2 MILES EASTWARD ALONG U.S. HIGHWAY 30S FROM THE INTERSECTION WITH
 NU0944'STATE HIGHWAY 77 IN DECLO, ON A LAVA LEDGE NORTHEAST FROM THE HIGHWAY,
 NU0944'22.65 FEET SOUTHWEST FROM THE TRIANGULATION STATION, CEMENTED IN A
 NU0944'DRILL HOLE OF THE LAVA BEDROCK.
 NU0944
 NU0944                          STATION RECOVERY (1978)
 NU0944
 NU0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NU0944'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 77, AND 81, IN DECLO, GO
 NU0944'SOUTHEAST ON STATE HIGHWAY 81 FOR 10.5 MILES TO THE MARK ON THE LEFT,
 NU0944'275 FEET NORTHEAST OF THE HIGHWAY, AND 22.68 FEET SOUTHWEST OF IDA
 NU0944'80-133, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1713 ***********************************************************************
 NU1713  DESIGNATION -  IDA 80 134
 NU1713  PID         -  NU1713
 NU1713  STATE/COUNTY-  ID/CASSIA
 NU1713  USGS QUAD   -  IDAHOME (1978)
 NU1713
 NU1713                         *CURRENT SURVEY CONTROL
 NU1713  ___________________________________________________________________
 NU1713* NAD 83(1992)-  42 29 58.36748(N)    113 26 00.95977(W)     ADJUSTED  
 NU1713* NAVD 88     -      1408.1    (meters)    4620.     (feet)  VERTCON   
 NU1713  ___________________________________________________________________
 NU1713  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 NU1713  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 NU1713
 NU1713  HORZ ORDER  -  SECOND
 NU1713
 NU1713.The horizontal coordinates were established by classical geodetic methods
 NU1713.and adjusted by the National Geodetic Survey in July 1992..
 NU1713
 NU1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1713
 NU1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1713
 NU1713.The geoid height was determined by GEOID03.
 NU1713
 NU1713;                    North         East     Units Scale Factor Converg.
 NU1713;SPC ID C     -    92,662.641   546,555.479   MT  0.99997403   +0 22 57.6
 NU1713;UTM  12      - 4,708,112.648   300,033.715   MT  1.00009200   -1 38 40.7
 NU1713
 NU1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1713!SPC ID C     -   0.99978147  x   0.99997403  =   0.99975551
 NU1713!UTM  12      -   0.99978147  x   1.00009200  =   0.99987345
 NU1713
 NU1713|---------------------------------------------------------------------|
 NU1713| PID    Reference Object                     Distance      Geod. Az  |
 NU1713|                                                           dddmmss.s |
 NU1713| CM4914 IDA 80 134 RM 1                      14.209 METERS 05244     |
 NU1713| CM4913 IDA 80 134 AZ MK                                   1040940.3 |
 NU1713| CM4915 IDA 80 134 RM 2                      19.180 METERS 34441     |
 NU1713|---------------------------------------------------------------------|
 NU1713
 NU1713                          SUPERSEDED SURVEY CONTROL
 NU1713
 NU1713  NAD 83(1986)-  42 29 58.36596(N)    113 26 00.95541(W) AD(       ) 2
 NU1713  NAD 27      -  42 29 58.68860(N)    113 25 57.95160(W) AD(       ) 2
 NU1713  NGVD 29 (07/19/86) 1407.1    (m)         4616.     (f) VERT ANG       
 NU1713
 NU1713.Superseded values are not recommended for survey control.
 NU1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1713.See file dsdata.txt to determine how the superseded data were derived.
 NU1713
 NU1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN0003408113(NAD 83)
 NU1713_MARKER: DS = TRIANGULATION STATION DISK
 NU1713_SETTING: 66 = SET IN ROCK OUTCROP
 NU1713_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NU1713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1713+STABILITY: POSITION/ELEVATION WELL
 NU1713
 NU1713  HISTORY     - Date     Condition        Report By
 NU1713  HISTORY     - 1959     MONUMENTED       CGS
 NU1713  HISTORY     - 1968     GOOD             USGS
 NU1713
 NU1713                          STATION DESCRIPTION
 NU1713
 NU1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1713'THE STATION IS 13-1/4 MILES NORTH AND 3-1/4 MILES WEST OF
 NU1713'MALTA, 10 MILES EAST AND 1-1/4 MILES SOUTH OF DECLO AND IS 1-1/2
 NU1713'MILES WEST OF THE PRESENT U.S. HIGHWAY 30 S ON THE SUMMIT
 NU1713'AND SOUTH EDGE OF A LARGE VOLCANO CRATER.
 NU1713'
 NU1713'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NU1713'30 S AND STATE ROUTE 77 IN DECLO GO EAST AND SOUTHEAST ON U.S.
 NU1713'HIGHWAY 30 S FOR 11.05 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 NU1713'SOUTH, ALONG THE WEST SIDE OF A SECTION LINE FENCE FOR 0.55
 NU1713'MILE TO A T ROAD INTERSECTION, TURN RIGHT, WEST ON A TRACK
 NU1713'ROAD FOR 0.2 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT, SOUTHWEST
 NU1713'TOWARDS SEVERAL TALL FENCE POSTS SET ALONG THE CREST OF
 NU1713'A RIDGE FOR 0.15 MILE.  SEE NOTE.  FROM HERE CONTINUE
 NU1713'SOUTHWEST AND WEST ON THE DIM TRACK ROAD FOR 0.3 MILE CROSSING
 NU1713'OVER THE CREST OF THE RIDGE WITH TALL POLES TO THE
 NU1713'STATION SITE ON THE SUMMIT AND SOUTH EDGE OF THE VOLCANO
 NU1713'CRATER.
 NU1713'
 NU1713'THE STATION MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NU1713'HOLE IN BEDROCK AND STAMPED IDA 80-134 1959.  IT IS 48 FEET SOUTH
 NU1713'OF THE SOUTH EDGE OF THE VOLCANO CRATER.
 NU1713'
 NU1713'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NU1713'HOLE IN BEDROCK PROJECTING 4 INCHES AND STAMPED IDA 80-134
 NU1713'NO 1 1959.  IT IS 1.5 FEET SOUTH OF THE LIP OF THE CRATER.
 NU1713'
 NU1713'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NU1713'HOLE IN BEDROCK FLUSH WITH THE SURROUNDING SURFACE AND STAMPED
 NU1713'IDA 80-134 NO 2 1959.  IT IS 25 FEET SOUTH OF THE SOUTH LIP OF
 NU1713'THE LAVA CRATER.
 NU1713'
 NU1713'THE AZIMUTH MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 NU1713'IN A BOULDER PROJECTING 18 INCHES AND STAMPED IDA 80-134 1959.
 NU1713'IT IS SET ON THE NORTHWEST BROW OF A LOW ROCK AND BRUSH COVERED
 NU1713'RIDGE AND IS ABOUT 6 FEET LOWER THAN THE SUMMIT.
 NU1713'
 NU1713'THE SECTION CORNER MARKERS ARE STANDARD GLO BRASS CAPS RIVETED
 NU1713'TO THE TOPS OF THIER RESPECTIVE PIPES AND EACH PROJECTING
 NU1713'ABOUT 10 INCHES AND ARE SPACED AT 1/2 MILE AND 1 MILE BEGINING
 NU1713'WITH THE FULL SECTION CORNER NORTH OF THE STATION AND PROGRESSING
 NU1713'EAST.  THERE IS A DIM TRACK ROAD WHICH FOLLOWS ALONG THE SECTION
 NU1713'LINE AND ALL MARKS CAN BE EASLY REACHED FROM THIS ROAD.
 NU1713'
 NU1713'A 2-WHEEL DRIVE STATION.
 NU1713'
 NU1713'NOTE--TO REACH THE AZIMUTH MARK TURN LEFT, SOUTH FOR 0.25 MILE
 NU1713'TO THE SUMMIT OF THE SECOND RIDGE.
 NU1713
 NU1713                          STATION RECOVERY (1968)
 NU1713
 NU1713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1713'STATION MARK--A STANDARD DISK STAMPED---IDA 80-134 1959---, SET IN
 NU1713'CEMENT IN A DRILL HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1709 ***********************************************************************
 NU1709  DESIGNATION -  IDA 80 135
 NU1709  PID         -  NU1709
 NU1709  STATE/COUNTY-  ID/CASSIA
 NU1709  USGS QUAD   -  MALTA NE (1978)
 NU1709
 NU1709                         *CURRENT SURVEY CONTROL
 NU1709  ___________________________________________________________________
 NU1709* NAD 83(1992)-  42 28 09.51901(N)    113 22 28.54154(W)     ADJUSTED  
 NU1709* NAVD 88     -      1349.2    (meters)    4427.     (feet)  VERTCON   
 NU1709  ___________________________________________________________________
 NU1709  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 NU1709  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 NU1709
 NU1709  HORZ ORDER  -  SECOND
 NU1709
 NU1709.The horizontal coordinates were established by classical geodetic methods
 NU1709.and adjusted by the National Geodetic Survey in July 1992..
 NU1709
 NU1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1709
 NU1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1709
 NU1709.The geoid height was determined by GEOID03.
 NU1709
 NU1709;                    North         East     Units Scale Factor Converg.
 NU1709;SPC ID C     -    89,338.217   551,430.201   MT  0.99997990   +0 25 20.2
 NU1709;UTM  12      - 4,704,617.547   304,788.310   MT  1.00006888   -1 36 13.8
 NU1709
 NU1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1709!SPC ID C     -   0.99979071  x   0.99997990  =   0.99977062
 NU1709!UTM  12      -   0.99979071  x   1.00006888  =   0.99985958
 NU1709
 NU1709|---------------------------------------------------------------------|
 NU1709| PID    Reference Object                     Distance      Geod. Az  |
 NU1709|                                                           dddmmss.s |
 NU1709| CM4916 IDA 80 135 RM 1                      13.426 METERS 09657     |
 NU1709| CM5816 T11S R26E SECS 13 14 1/4 COR                       1783757.0 |
 NU1709| CM4917 IDA 80 135 RM 2                      15.550 METERS 18559     |
 NU1709| NU0978 IDA 80 135 2                        178.655 METERS 35317     |
 NU1709|---------------------------------------------------------------------|
 NU1709
 NU1709                          SUPERSEDED SURVEY CONTROL
 NU1709
 NU1709  NAD 83(1986)-  42 28 09.51691(N)    113 22 28.53674(W) AD(       ) 2
 NU1709  NAD 27      -  42 28 09.83630(N)    113 22 25.53800(W) AD(       ) 2
 NU1709  NGVD 29 (07/19/86) 1348.2    (m)         4423.     (f) VERT ANG       
 NU1709
 NU1709.Superseded values are not recommended for survey control.
 NU1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1709.See file dsdata.txt to determine how the superseded data were derived.
 NU1709
 NU1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN0478804618(NAD 83)
 NU1709_MARKER: DS = TRIANGULATION STATION DISK
 NU1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1709
 NU1709  HISTORY     - Date     Condition        Report By
 NU1709  HISTORY     - 1959     MONUMENTED       CGS
 NU1709  HISTORY     - 1960     GOOD             CGS
 NU1709  HISTORY     - 1968     MARK NOT FOUND   USGS
 NU1709
 NU1709                          STATION DESCRIPTION
 NU1709
 NU1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1709'THE STATION IS ABOUT 11-1/4 MILES NORTH OF MALTA, 1-1/2 MILES
 NU1709'EAST OF U.S. HIGHWAY 30S, 32 PACES WEST OF THE SOUTH ONE OF
 NU1709'THREE ALUMINUM GRAIN ELEVATORS, 6 FEET EAST OF A NORTH-SOUTH
 NU1709'FENCE LINE AND 5-1/2 FEET EAST OF A METAL WITNESS POST WITH
 NU1709'SIGN.
 NU1709'
 NU1709'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30S AND STATE HIGHWAY
 NU1709'77 AT DECLO GO EAST AND SOUTH ON U.S. HIGHWAY 30S FOR 12.8 MILES
 NU1709'TO A CATTLE GUARD ON THE LEFT, THE JUNCTION OF A NORTH-SOUTH
 NU1709'EAST-WEST POWER LINE AND THE T JUNCTION OF A FENCE LINE.  TURN
 NU1709'LEFT, EAST, ON A GRAVEL ROAD ALONG THE SOUTH SIDE OF THE FENCE
 NU1709'LINE AND GO 1.4 MILES TO A NORTH-SOUTH EAST-WEST POWER LINE
 NU1709'JUNCTION AND A GATE.  TURN RIGHT, SOUTH, ALONG THE WEST SIDE
 NU1709'OF A FENCE LINE AND GO 0.5 MILE TO A GATE AT A GROUP OF FARM
 NU1709'BUILDINGS.  PASS THRU GATE AND CONTINUE SOUTH ON THE DIRT
 NU1709'ROAD FOR 0.3 MILE TO A SECOND GROUP OF FARM BUILDINGS.
 NU1709'CONTINUE SOUTH THRU FARM YARD PASSING ALONG THE WEST SIDE OF
 NU1709'THREE ALUMINUM GRAIN ELEVATORS TO THE SOUTHERN ONE OF
 NU1709'THE THREE ELEVATORS AND THE STATION ON THE RIGHT.
 NU1709'
 NU1709'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 80-135 1959,
 NU1709'IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING 4 INCHES.
 NU1709'
 NU1709'REFERENCE MARK NO. 1, STAMPED IDA 80-135 NO 1 1959, IS A
 NU1709'STANDARD DISK SET IN A CONCRETE POST PROJECTING 4 INCHES.
 NU1709'
 NU1709'REFERENCE MARK NO. 2, STAMPED IDA 80-135 NO 2 1959, IS A
 NU1709'STANDARD DISK SET IN A CONCRETE POST PROJECTING 8 INCHES AND
 NU1709'IS 0.8 FOOT EAST OF A FENCE LINE.
 NU1709'
 NU1709'THE 1/4 SECTION CORNER, STAMPED 1/4 S14 S13 1944, IS A BRASS
 NU1709'CAP RIVETED TO A 3/4 INCH PIPE THAT PROJECTS 10 INCHES AND
 NU1709'IS 8 FEET EAST OF A DIRT ROAD.  TO REACH FROM THE STATION GO
 NU1709'SOUTH ON A DIRT ROAD FOR 0.2 MILE TO A GATE AND THE MARK ON
 NU1709'THE LEFT.
 NU1709
 NU1709                          STATION RECOVERY (1960)
 NU1709
 NU1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1709'THE STATION MARK, REFERENCE MARKS 1 AND 2, WERE RECOVERED, FOUND
 NU1709'TO BE AS DESCRIBED AND IN GOOD CONDITION.
 NU1709'
 NU1709'CONSTRUCTION OF A NORTH-SOUTH COUNTY ROAD AND LARGE POTATOE
 NU1709'CELLAR ALONG THE WEST SIDE OF THE STATION SITE GREATLY RESTRICTS
 NU1709'ITS USE, WITH THE POSSIBILITY IT MAY BE DESTROYED.  WITH THIS
 NU1709'IN MIND, TRIANGULATION STATION IDA 80-135 2 WAS ESTABLISHED
 NU1709'N 06 DEG 43 MIN W, 178.694 METERS, FROM IDA
 NU1709'80-135.
 NU1709
 NU1709                          STATION RECOVERY (1968)
 NU1709
 NU1709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (HTB)
 NU1709'THE STATION WAS NOT FOUND HOWEVER THE POSITION WOULD INDICATE
 NU1709'THE STATION MAY BE THERE AND COVERED BY THE DIRT FILL OVER THE
 NU1709'POTATOE CELLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0978 ***********************************************************************
 NU0978  DESIGNATION -  IDA 80 135 2
 NU0978  PID         -  NU0978
 NU0978  STATE/COUNTY-  ID/CASSIA
 NU0978  USGS QUAD   -  MALTA NE (1978)
 NU0978
 NU0978                         *CURRENT SURVEY CONTROL
 NU0978  ___________________________________________________________________
 NU0978* NAD 83(1992)-  42 28 15.26911(N)    113 22 29.45726(W)     ADJUSTED  
 NU0978* NAVD 88     -      1349.032  (meters)    4425.95   (feet)  ADJUSTED  
 NU0978  ___________________________________________________________________
 NU0978  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 NU0978  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NU0978  DYNAMIC HT  -        1348.202 (meters)    4423.23  (feet)  COMP
 NU0978  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 NU0978
 NU0978  HORZ ORDER  -  SECOND
 NU0978  VERT ORDER  -  SECOND    CLASS 0
 NU0978
 NU0978.The horizontal coordinates were established by classical geodetic methods
 NU0978.and adjusted by the National Geodetic Survey in July 1992..
 NU0978
 NU0978.The orthometric height was determined by differential leveling
 NU0978.and adjusted by the National Geodetic Survey in June 1991..
 NU0978
 NU0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0978
 NU0978.The geoid height was determined by GEOID03.
 NU0978
 NU0978.The dynamic height is computed by dividing the NAVD 88
 NU0978.geopotential number by the normal gravity value computed on the
 NU0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0978.degrees latitude (g = 980.6199 gals.).
 NU0978
 NU0978.The modeled gravity was interpolated from observed gravity values.
 NU0978
 NU0978;                    North         East     Units Scale Factor Converg.
 NU0978;SPC ID C     -    89,515.481   551,407.976   MT  0.99997987   +0 25 19.6
 NU0978;UTM  12      - 4,704,795.502   304,772.365   MT  1.00006896   -1 36 14.5
 NU0978
 NU0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0978!SPC ID C     -   0.99979074  x   0.99997987  =   0.99977062
 NU0978!UTM  12      -   0.99979074  x   1.00006896  =   0.99985969
 NU0978
 NU0978|---------------------------------------------------------------------|
 NU0978| PID    Reference Object                     Distance      Geod. Az  |
 NU0978|                                                           dddmmss.s |
 NU0978| NU1709 IDA 80 135                          178.655 METERS 17317     |
 NU0978| CM5816 T11S R26E SECS 13 14 1/4 COR                       1764547.6 |
 NU0978|---------------------------------------------------------------------|
 NU0978
 NU0978                          SUPERSEDED SURVEY CONTROL
 NU0978
 NU0978  NAD 83(1986)-  42 28 15.26692(N)    113 22 29.45244(W) AD(       ) 2
 NU0978  NAD 27      -  42 28 15.58650(N)    113 22 26.45360(W) AD(       ) 2
 NU0978  NGVD 29 (??/??/92) 1348.010  (m)         4422.60   (f) ADJ UNCH    2 0
 NU0978
 NU0978.Superseded values are not recommended for survey control.
 NU0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0978.See file dsdata.txt to determine how the superseded data were derived.
 NU0978
 NU0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN0477204796(NAD 83)
 NU0978_MARKER: DS = TRIANGULATION STATION DISK
 NU0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0978_STAMPING: IDA 80-135 2 1960
 NU0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0978+STABILITY: SURFACE MOTION
 NU0978
 NU0978  HISTORY     - Date     Condition        Report By
 NU0978  HISTORY     - 1960     MONUMENTED       CGS
 NU0978  HISTORY     - 1960     GOOD             CGS
 NU0978
 NU0978                          STATION DESCRIPTION
 NU0978
 NU0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0978'THE STATION IS 13-1/2 MILES EAST-SOUTHEAST OF DECLO, 4 MILES
 NU0978'NORTH-NORTHEAST OF IDAHOME AND 90 YARDS NORTH OF A FENCE CORNER
 NU0978'AND THE NORTH END OF A POTATO CELLAR ON THE WEST SIDE OF FARM
 NU0978'BUILDINGS.
 NU0978'
 NU0978'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30S AND STATE HIGHWAY
 NU0978'77 AT DECLO, GO EAST AND SOUTHEAST ON U.S. HIGHWAY 30S FOR 13.8
 NU0978'MILES TO A SIDE ROAD AND CATTLE GUARD ON THE LEFT.  TURN LEFT,
 NU0978'EAST, PASSING THROUGH THE CATTLE GUARD AND FOLLOW BLADED
 NU0978'ROAD ALONG THE SOUTH SIDE OF FENCE FOR 1.45 MILES TO A WIRE
 NU0978'GATE.  PASS THROUGH THE WIRE GATE AND TURN TO THE RIGHT, SOUTH,
 NU0978'ON BLADED ROAD FOR 0.15 MILES TO THE STATION ON THE RIGHT
 NU0978'IN THE WEST FENCE LINE.
 NU0978'
 NU0978'THE STATION AND UNDERGROUND MARKS, STAMPED IDA 80-135 2 1960,
 NU0978'ARE STANDARD DISKS WITH THE SURFACE MARK SET IN A CYLINDRICAL
 NU0978'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 5 FEET EAST OF
 NU0978'THE WEST FENCE LINE AND 5 FEET SOUTH OF A METAL WITNESS POST
 NU0978'WITH SIGN.
 NU0978'
 NU0978'NO REFERENCE MARKS WERE SET TO THE STATION.
 NU0978
 NU0978                          STATION RECOVERY (1960)
 NU0978
 NU0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0978'15.4 MI SE FROM DECLO.
 NU0978'13.8 MILES SOUTHEAST ON U.S. HIGHWAY 30S FROM THE JUNCTION OF STATE
 NU0978'HIGHWAY 77 AT DECLO, THENCE 1.45 MILES EAST, THENCE 0.15 MILE SOUTH,
 NU0978'90 YARDS NORTH OF THE NORTH END OF A POTATO CELLAR, 5 FEET EAST OF A
 NU0978'FENCE LINE, 5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN A
 NU0978'CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0985 ***********************************************************************
 NU0985  DESIGNATION -  IDA 80 136
 NU0985  PID         -  NU0985
 NU0985  STATE/COUNTY-  ID/CASSIA
 NU0985  USGS QUAD   -  MALTA NE (1978)
 NU0985
 NU0985                         *CURRENT SURVEY CONTROL
 NU0985  ___________________________________________________________________
 NU0985* NAD 83(1992)-  42 25 48.29704(N)    113 18 51.60324(W)     ADJUSTED  
 NU0985* NAVD 88     -      1346.600  (meters)    4417.97   (feet)  ADJUSTED  
 NU0985  ___________________________________________________________________
 NU0985  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 NU0985  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NU0985  DYNAMIC HT  -        1345.764 (meters)    4415.23  (feet)  COMP
 NU0985  MODELED GRAV-     979,953.8   (mgal)                       NAVD 88
 NU0985
 NU0985  HORZ ORDER  -  SECOND
 NU0985  VERT ORDER  -  SECOND    CLASS 0
 NU0985
 NU0985.The horizontal coordinates were established by classical geodetic methods
 NU0985.and adjusted by the National Geodetic Survey in July 1992..
 NU0985
 NU0985.The orthometric height was determined by differential leveling
 NU0985.and adjusted by the National Geodetic Survey in June 1991..
 NU0985
 NU0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0985
 NU0985.The geoid height was determined by GEOID03.
 NU0985
 NU0985.The dynamic height is computed by dividing the NAVD 88
 NU0985.geopotential number by the normal gravity value computed on the
 NU0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0985.degrees latitude (g = 980.6199 gals.).
 NU0985
 NU0985.The modeled gravity was interpolated from observed gravity values.
 NU0985
 NU0985;                    North         East     Units Scale Factor Converg.
 NU0985;SPC ID C     -    85,019.140   556,420.952   MT  0.99998652   +0 27 45.4
 NU0985;UTM  12      - 4,700,124.455   309,623.662   MT  1.00004594   -1 33 42.9
 NU0985
 NU0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0985!SPC ID C     -   0.99979112  x   0.99998652  =   0.99977764
 NU0985!UTM  12      -   0.99979112  x   1.00004594  =   0.99983705
 NU0985
 NU0985|---------------------------------------------------------------------|
 NU0985| PID    Reference Object                     Distance      Geod. Az  |
 NU0985|                                                           dddmmss.s |
 NU0985| NU1831 IDA 80 136 RM 3                      24.692 METERS 08533     |
 NU0985| NU1708 T11S R27E SECS 28 29 32 33           11.433 METERS 17918     |
 NU0985| NU1710 IDA 80 137 2                        APPROX. 1.7 KM 1931342.8 |
 NU0985| NU0983 IDA 80 136 AZ MK                                   2694007.9 |
 NU0985| NU0984 IDA 80 136 RM 2                      15.001 METERS 35959     |
 NU0985|---------------------------------------------------------------------|
 NU0985
 NU0985                          SUPERSEDED SURVEY CONTROL
 NU0985
 NU0985  NAD 83(1986)-  42 25 48.29473(N)    113 18 51.59858(W) AD(       ) 2
 NU0985  NAD 27      -  42 25 48.61410(N)    113 18 48.60750(W) AD(       ) 2
 NU0985  NGVD 29 (??/??/92) 1345.573  (m)         4414.60   (f) ADJ UNCH    2 0
 NU0985
 NU0985.Superseded values are not recommended for survey control.
 NU0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0985.See file dsdata.txt to determine how the superseded data were derived.
 NU0985
 NU0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN0962400124(NAD 83)
 NU0985_MARKER: DS = TRIANGULATION STATION DISK
 NU0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0985_STAMPING: IDA 80 136 1959
 NU0985_MARK LOGO: CGS   
 NU0985_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0985+STABILITY: SURFACE MOTION
 NU0985
 NU0985  HISTORY     - Date     Condition        Report By
 NU0985  HISTORY     - 1959     MONUMENTED       CGS
 NU0985  HISTORY     - 1960     GOOD             NGS
 NU0985  HISTORY     - 1978     GOOD             NGS
 NU0985  HISTORY     - 1981     GOOD             LOCSUR
 NU0985  HISTORY     - 19840913 GOOD             NGS
 NU0985
 NU0985                          STATION DESCRIPTION
 NU0985
 NU0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU0985'THE STATION IS ABOUT 8-1/2 MILES NORTHEAST OF MALTA, 4.0 MILES
 NU0985'EAST OF U.S. HIGHWAY 30S, 70 FEET WEST OF A IRRIGATION PUMP,
 NU0985'36 FEET NORTH OF POWER POLE NO. C11-213 AND 4-1/2 FEET EAST
 NU0985'OF A METAL WITNESS POST WITH SIGN.
 NU0985'
 NU0985'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30S AND STATE
 NU0985'HIGHWAY 77 AT DECLO GO EAST AND SOUTH ON U.S. HIGHWAY 30S
 NU0985'FOR 17.7 MILES TO A ABANDONED AIRWAY BEACON ON THE LEFT AND
 NU0985'THE IDAHOME SUB-STATION ON THE RIGHT.  TURN LEFT, EAST, ON A
 NU0985'GRAVEL ROAD AND GO 4.25 MILES TO THE JUNCTION OF A NORTH-SOUTH,
 NU0985'EAST-WEST POWER LINE AND A DIRT SIDE ROAD LEADING NORTH.  TURN
 NU0985'LEFT, NORTH, AND GO 1.0 MILE TO A IRRIGATION PUMP ON THE RIGHT
 NU0985'AND THE STATION ON THE LEFT.
 NU0985'
 NU0985'THE STATION, WITH UNDERGROUND MARK, STAMPED IDA 80-136 1959,
 NU0985'IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING 1 INCH.
 NU0985'
 NU0985'REFERENCE MARK NO. 2, STAMPED IDA 80-136 NO 2 1959, IS A
 NU0985'STANDARD DISK SET IN A CONCRETE POST PROJECTING 2 INCHES.
 NU0985'
 NU0985'THE SECTION CORNER, STAMPED S29 S28 S32 S33 T 11 S R 27 E 1947,
 NU0985'IS A BRASS CAP RIVITED TO THE TOP OF A 1-1/2 INCH PIPE THAT
 NU0985'PROJECTS 5 INCHES, 2.8 FEET SOUTHEAST OF POWER POLE NO. C11-213
 NU0985'AND WAS ESTABLISHED BY THE GENERAL LAND OFFICE.
 NU0985'
 NU0985'THE AZIMUTH MARK, STAMPED IDA 80-136 1959, IS A STANDARD DISK
 NU0985'SET IN A CONCRETE POST PROJECTING 2 INCHES, 5 FEET NORTH OF A
 NU0985'METAL WITNESS POST WITH SIGN AND 0.8 FOOT EAST OF A NORTH-SOUTH
 NU0985'FENCE LINE.  TO REACH FROM THE STATION GO WEST ON A DIRT ROAD
 NU0985'0.45 MILE TO A NORTH-SOUTH FENCE LINE AND THE MARK.
 NU0985
 NU0985                          STATION RECOVERY (1960)
 NU0985
 NU0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NU0985'5.2 MI NE FROM IDAHOME.
 NU0985'4.25 MILES EAST ALONG THE ROAD TOWARD HEGLAR FROM ITS INTERSECTION
 NU0985'U.S. HIGHWAY 30S AT IDAHOME, THENCE 1 MILE NORTH ALONG A DIRT ROAD, 70
 NU0985'FEET WEST FROM AN IRRIGATION DITCH, 36 FEET NORTH FROM A POWER POLE
 NU0985'NUMBERED C11-213, 4 1/2 FEET EAST IN A METAL WITNESS POST WITH SIGN,
 NU0985'SET IN A CONCRETE MONUMENT PROJECTING 1 INCH ABOVE THE GROUND, 37.5
 NU0985'FEET NORTH FROM METAL POST AND CAP MARKING SECTIONS 29-28/32-33, AND
 NU0985'49.2 FEET SOUTH FROM REFERENCE MARK NUMBER 2.
 NU0985
 NU0985                          STATION RECOVERY (1978)
 NU0985
 NU0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NU0985'THE STATION MARK, AND SECTION CORNER 29, 28, 32, 33 (R.M. NO. 1) WERE
 NU0985'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD BEEN
 NU0985'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE AZIMUTH MARK
 NU0985'WAS SEARCHED FOR, BUT NOT RECOVERED.  TRIANGULATION STATION IDA
 NU0985'80-137 2 MAY BE USED FOR THE AZIMUTH MARK.  SEE DESCRIPTION
 NU0985'THEREOF.  ROADS, AND LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 NU0985'DESCRIPTION FOLLOWS.
 NU0985'
 NU0985'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25, AND 77,
 NU0985'AND INTERSTATE 80N, WHICH IS ABOUT 2 MILES SOUTHEAST OF RUPERT, GO
 NU0985'SOUTHEAST ON INTERSTATE 80N FOR 20.4 MILES TO EXIT 237, IDAHOME
 NU0985'ROAD, LEAVE THE FREEWAY, THEN TURN LEFT ACROSS THE OVERPASS OVER
 NU0985'THE FREEWAY, AND GO EAST ON IDAHOME ROAD FOR 0.35 MILE TO A SIDE
 NU0985'ROAD LEFT, TURN LEFT, AND GO NORTH ON THE DIRT ROAD FOR 1.0 MILE
 NU0985'TO A CROSSROAD, AND THE STATION.
 NU0985'
 NU0985'THE STATION MARK, STAMPED IDA 80-136 1959, IS STANDARD DISK SET IN
 NU0985'A SQUARE CONCRETE MONUMENT THAT IS 6-INCHES BELOW THE SURFACE, 70
 NU0985'FEET SOUTHWEST OF AN IRRIGATION WELL, 36 FEET NORTH OF POWER POLE
 NU0985'NO. C 11-213, WITH A WITNESS SIGN NAILED ON IT, 16 FEET WEST OF
 NU0985'THE CENTER OF THE NORTH-SOUTH ROAD, AND 16 FEET NORTH OF THE
 NU0985'CENTER OF THE EAST-WEST ROAD.
 NU0985'
 NU0985'SECTION CORNER, STAMPED S29 S28 S32 S33 T 11 S R 27 E 1947, IS A
 NU0985'GENERAL LAND OFFICE BRASS CAP ON A 1 1/2-INCH PIPE THAT PROJECTS
 NU0985'8-INCHES, 23 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 18
 NU0985'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, AND 2.5 FEET
 NU0985'SOUTHEAST OF POWER POLE NO. C 11-213 WITH A WITNESS SIGN NAILED
 NU0985'ON IT.
 NU0985'
 NU0985'REFERENCE MARK NO. 3, STAMPED IDA 80-136 1959 NO 3 1978, IS A
 NU0985'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST LIP OF THE
 NU0985'CONCRETE IRRIGATION TROUGH, 67 FEET NORTHEAST OF THE ROAD
 NU0985'INTERSECTION, 27 FEET SOUTHEAST OF THE IRRIGATION WELL, AND 18
 NU0985'FEET SOUTHEAST OF THE METER POLE.
 NU0985'
 NU0985'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 NU0985'SOUTHEAST OF RUPERT.
 NU0985
 NU0985                          STATION RECOVERY (1981)
 NU0985
 NU0985'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (SCP)
 NU0985'IDA 80-136 RECOVERED EXCELLENT - MONUMENT IS APPROX 8 INCH
 NU0985'BELOW GROUND.
 NU0985'
 NU0985'DISTANCE AND DIRECTION FROM NEAREST TOWN--SAME AS DESCRIBED.
 NU0985
 NU0985                          STATION RECOVERY (1984)
 NU0985
 NU0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NU0985'THE STATION AND SECTION COR WERE RECOVERED.  RM 2 WAS NOT FOUND.  A
 NU0985'CONCRETE MONUMENT WAS FOUND IN THE GROUND WITH THE TOP BROKEN OFF. THE
 NU0985'AZ MK WAS SEARCHED FOR BUT WAS NOT FOUND.  RM 3 AND AZ MK 2 WERE
 NU0985'ESTABLISHED AT THIS TIME.  THE DISTANCE MEASURED TO THE SECTION CORNER
 NU0985'DIFFERS BY ALMOST 0.2 METER (0.7 FT) AND THE AZ DIFFERS BY LESS THAN 1
 NU0985'MINUTE.  THE STATION IS LOCATED ABOUT 8.5 MILES (13.7 KM) NE OF MALTA
 NU0985'ON PROPERTY OWNED BY DENNIS HARPER, BOX 30, STAR ROUTE, DECCO IDAHO.
 NU0985'TO REACH THE STATION FROM THE INTERSECTION OF I 84 AND I 86, GO S ON I
 NU0985'84 FOR 14.9 MILES (24.0 KM) TO EXIT, TAKE EXIT, TURN LEFT OVER FREEWAY
 NU0985'AND GO 0.3 MILE (0.5 KM) TO SECTION LINE ROAD LEFT.  TURN LEFT AND GO
 NU0985'1.0 MILE (1.6 KM) TO THE MARK ON THE LEFT.
 NU0985' 
 NU0985'THE STATION IS A STANDARD CGS DISK STAMPED---IDA 80 136 1959---, SET
 NU0985'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM ON SIDE, RECESSED 20
 NU0985'CM BELOW THE GROUND.  THE STATION IS LOCATED 10.8 METERS (35.4 FT) N
 NU0985'FROM POWER POLE, 4.4 METERS (14.4 FT) N FROM THE CENTERLINE OF AN EAST
 NU0985'WEST ROAD, 4.8 METERS (15.7 FT) W FROM THE CENTERLINE OF A NORTH SOUTH
 NU0985'ROAD, 0.8 METERS (2.6 FT) E FROM A WITNESS POST.  RM NO 1, IS A GLO
 NU0985'MARK STAMPED---T11S R27E S 29 S 28 S 32 S 33 1947---, SET INTO THE TOP
 NU0985'OF A METAL PIPE, 5 CM IN DIAMETER, PROJECTING 25 CM ABOVE THE GROUND.
 NU0985'THE STATION IS LOCATED 7.23 METERS (23.72 FT) S FROM AN E W ROAD, 5.2
 NU0985'METERS (17.1 FT) W FROM A N S ROAD, 0.6 METERS (2.0 FT) SE FROM A
 NU0985'POWER POLE, AND 0.5 METERS (1.6 FT) HIGHER THAN THE STATION.  RM NO 3,
 NU0985'IS A STANDARD NGS DISK STAMPED---IDA 80 136 1959 NO 3 1984---, SET
 NU0985'INTO THE NW CORNER OF A COCRETE BASE FOR AN IRRIGATION PUMP.  THE
 NU0985'STATION IS LOCATED 20.3 METERS (66.6 FT) SE FROM THE SW CORNER OF A
 NU0985'METAL BUILDING, 16.4 METERS (53.8 FT) E FROM A N S ROAD, 14.1 METERS
 NU0985'(46.3 FT) N FROM A E W ROAD, AND 1 METERS (3.3 FT) HIGHER THAN THE
 NU0985'STATION.  AZ MK NO 2, IS A BLM DISK STAMPED---T 11 S R 27 E 1/4 S 29 S
 NU0985'32 1983---, SET INTO THE TOP OF A METAL PIPE, 6 CM IN DIAMETER,
 NU0985'PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED 3.9 METERS
 NU0985'(12.8 FT) W FROM A N S ROAD, 3.3 METERS (10.8 FT) S FROM THE
 NU0985'PROLONGATION OF AN E W ROAD, 1.2 METERS (3.9 FT) NNE FROM A POWER POLE
 NU0985'T STATION, 0.7 METERS (2.3 FT) E FROM A WITNESS POST.  TO REACH THE AZ
 NU0985'MK FROM THE STATION GO W 0.5 MILE (0.8 KM) TO T JUNCTION AND MARK ON
 NU0985'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0983 ***********************************************************************
 NU0983  DESIGNATION -  IDA 80 136 AZ MK
 NU0983  PID         -  NU0983
 NU0983  STATE/COUNTY-  ID/CASSIA
 NU0983  USGS QUAD   -  MALTA NE (1978)
 NU0983
 NU0983                         *CURRENT SURVEY CONTROL
 NU0983  ___________________________________________________________________
 NU0983* NAD 83(1986)-  42 25 47.     (N)    113 19 26.     (W)     SCALED    
 NU0983* NAVD 88     -      1343.966  (meters)    4409.33   (feet)  ADJUSTED  
 NU0983  ___________________________________________________________________
 NU0983  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 NU0983  DYNAMIC HT  -        1343.131 (meters)    4406.59  (feet)  COMP
 NU0983  MODELED GRAV-     979,953.5   (mgal)                       NAVD 88
 NU0983
 NU0983  VERT ORDER  -  SECOND    CLASS 0
 NU0983
 NU0983.The horizontal coordinates were scaled from a topographic map and have
 NU0983.an estimated accuracy of +/- 6 seconds.
 NU0983
 NU0983.The orthometric height was determined by differential leveling
 NU0983.and adjusted by the National Geodetic Survey in June 1991..
 NU0983
 NU0983.The geoid height was determined by GEOID03.
 NU0983
 NU0983.The dynamic height is computed by dividing the NAVD 88
 NU0983.geopotential number by the normal gravity value computed on the
 NU0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0983.degrees latitude (g = 980.6199 gals.).
 NU0983
 NU0983.The modeled gravity was interpolated from observed gravity values.
 NU0983
 NU0983;                    North         East    Units  Estimated Accuracy
 NU0983;SPC ID C     -    84,970.      555,640.      MT  (+/- 180 meters Scaled)
 NU0983
 NU0983                          SUPERSEDED SURVEY CONTROL
 NU0983
 NU0983  NGVD 29 (??/??/92) 1342.939  (m)         4405.96   (f) ADJ UNCH    2 0
 NU0983
 NU0983.Superseded values are not recommended for survey control.
 NU0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0983.See file dsdata.txt to determine how the superseded data were derived.
 NU0983
 NU0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN088001(NAD 83)
 NU0983_MARKER: DZ = AZIMUTH MARK DISK
 NU0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0983_STAMPING: IDA 80-136 1959
 NU0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0983+STABILITY: SURFACE MOTION
 NU0983
 NU0983  HISTORY     - Date     Condition        Report By
 NU0983  HISTORY     - 1959     MONUMENTED       CGS
 NU0983  HISTORY     - 1959     GOOD             NGS
 NU0983  HISTORY     - 1984     MARK NOT FOUND   NGS
 NU0983
 NU0983                          STATION DESCRIPTION
 NU0983
 NU0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NU0983'5.7 MI NE FROM IDAHOME.
 NU0983'4.25 MILES EAST ALONG THE ROAD TOWARDS HEGLAR FROM ITS JUNCTION WITH
 NU0983'U.S. HIGHWAY 30S, THENCE 1 MILE NORTH TO WHERE TRIANGULATION STATION
 NU0983'IS TO WEST OF ROAD, THENCE 0.45 MILE WEST ON A DIRT ROAD ALONG THE
 NU0983'SECTION LINE, SET IN A CONCRETE MONUMENT PROJECTING 2 INCHES, 5 FEET
 NU0983'NORTH FROM A METAL WITNESS POST WITH SIGN, 0.8 FEET EAST FROM A
 NU0983'NORTH-SOUTH FENCE LINE.
 NU0983
 NU0983                          STATION RECOVERY (1984)
 NU0983
 NU0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NU0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1831 ***********************************************************************
 NU1831  DESIGNATION -  IDA 80 136 RM 3
 NU1831  PID         -  NU1831
 NU1831  STATE/COUNTY-  ID/CASSIA
 NU1831  USGS QUAD   -  MALTA NE (1978)
 NU1831
 NU1831                         *CURRENT SURVEY CONTROL
 NU1831  ___________________________________________________________________
 NU1831* NAD 83(1986)-  42 25 48.     (N)    113 18 51.     (W)     SCALED    
 NU1831* NAVD 88     -      1347.17   (meters)    4419.8    (feet)  RESET     
 NU1831  ___________________________________________________________________
 NU1831  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NU1831
 NU1831  VERT ORDER  -  THIRD
 NU1831
 NU1831.The horizontal coordinates were scaled from a topographic map and have
 NU1831.an estimated accuracy of +/- 6 seconds.
 NU1831
 NU1831.The orthometric height was computed from unverified reset data.
 NU1831
 NU1831.The geoid height was determined by GEOID03.
 NU1831
 NU1831;                    North         East    Units  Estimated Accuracy
 NU1831;SPC ID C     -    85,010.      556,440.      MT  (+/- 180 meters Scaled)
 NU1831
 NU1831                          SUPERSEDED SURVEY CONTROL
 NU1831
 NU1831  NGVD 29 (03/27/06) 1346.14   (m)         4416.5    (f) RESET       3  
 NU1831
 NU1831.Superseded values are not recommended for survey control.
 NU1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1831.See file dsdata.txt to determine how the superseded data were derived.
 NU1831
 NU1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN096001(NAD 83)
 NU1831_MARKER: DR = REFERENCE MARK DISK
 NU1831_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NU1831_SP_SET: WATER PUMP BASE
 NU1831_STAMPING: IDA 80 136 1959 NO 3 1984
 NU1831_MARK LOGO: NGS   
 NU1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1831+STABILITY: SURFACE MOTION
 NU1831
 NU1831  HISTORY     - Date     Condition        Report By
 NU1831  HISTORY     - 1984     MONUMENTED       NGS
 NU1831  HISTORY     - 1985     GOOD             NGS
 NU1831
 NU1831                          STATION DESCRIPTION
 NU1831
 NU1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NU1831'2.0 KM (1.25 MI) ENE FROM IDAHOME.
 NU1831'FROM IDAHOME ROAD OVER I84 GO EAST 0.4 KM (0.25 MI) TO SECTION CORNER
 NU1831'ROAD, TURN LEFT AND GO 1.6 KM (1.00 MI) TO A WATER PUMP AND THE MARK
 NU1831'ON THE RIGHT, IN THE NORTHWEST CORNER OF A CONCRETE BASE FOR AN
 NU1831'IRRIGATION PUMP, 20.3 METERS SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 NU1831'METAL BUILDING, 27.64 METERS NORTHEAST OF SECTION CORNER T11S R27E
 NU1831'SECS 28, 29, 32, 33, 11.29 METERS EAST OF IDA 80 136, 16.4 METERS
 NU1831'EAST FROM A NORTH SOUTH ROAD AND 14.1 METERS NORTH FROM AN EAST WEST
 NU1831'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1710 ***********************************************************************
 NU1710  DESIGNATION -  IDA 80 137 2
 NU1710  PID         -  NU1710
 NU1710  STATE/COUNTY-  ID/CASSIA
 NU1710  USGS QUAD   -  MALTA NE (1978)
 NU1710
 NU1710                         *CURRENT SURVEY CONTROL
 NU1710  ___________________________________________________________________
 NU1710* NAD 83(1992)-  42 24 55.47892(N)    113 19 08.35942(W)     ADJUSTED  
 NU1710* NAVD 88     -      1354.2    (meters)    4443.     (feet)  VERTCON   
 NU1710  ___________________________________________________________________
 NU1710  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 NU1710  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 NU1710
 NU1710  HORZ ORDER  -  THIRD
 NU1710
 NU1710.The horizontal coordinates were established by classical geodetic methods
 NU1710.and adjusted by the National Geodetic Survey in July 1992..
 NU1710.No horizontal observational check was made to the station.
 NU1710
 NU1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1710
 NU1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1710
 NU1710.The geoid height was determined by GEOID03.
 NU1710
 NU1710;                    North         East     Units Scale Factor Converg.
 NU1710;SPC ID C     -    83,386.379   556,051.017   MT  0.99998601   +0 27 33.7
 NU1710;UTM  12      - 4,698,505.682   309,196.257   MT  1.00004795   -1 33 52.7
 NU1710
 NU1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1710!SPC ID C     -   0.99978993  x   0.99998601  =   0.99977594
 NU1710!UTM  12      -   0.99978993  x   1.00004795  =   0.99983787
 NU1710
 NU1710|---------------------------------------------------------------------|
 NU1710| PID    Reference Object                     Distance      Geod. Az  |
 NU1710|                                                           dddmmss.s |
 NU1710| CM4918 IDA 80 137 2 RM 3                     8.071 METERS 00606     |
 NU1710| CM4919 IDA 80 137 2 RM 4                    11.762 METERS 26858     |
 NU1710| NU0982 U 102                                              3110911.0 |
 NU1710|---------------------------------------------------------------------|
 NU1710
 NU1710                          SUPERSEDED SURVEY CONTROL
 NU1710
 NU1710  NAD 83(1986)-  42 24 55.47666(N)    113 19 08.35480(W) AD(       ) 3
 NU1710  NAD 27      -  42 24 55.79394(N)    113 19 05.36365(W) AD(       ) 3
 NU1710  NGVD 29 (07/19/86) 1353.2    (m)         4440.     (f) VERT ANG       
 NU1710
 NU1710.Superseded values are not recommended for survey control.
 NU1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1710.See file dsdata.txt to determine how the superseded data were derived.
 NU1710
 NU1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM0919698506(NAD 83)
 NU1710_MARKER: DS = TRIANGULATION STATION DISK
 NU1710_SETTING: 0 = UNSPECIFIED SETTING
 NU1710
 NU1710  HISTORY     - Date     Condition        Report By
 NU1710  HISTORY     - 1978     MONUMENTED       NGS
 NU1710
 NU1710                          STATION DESCRIPTION
 NU1710
 NU1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NU1710'THE STATION IS ABOUT 21 MILES SOUTHEAST OF RUPERT, IN THE DECK OF THE
 NU1710'CONCRETE OVERPASS OVER THE FREEWAY ON IDAHOME ROAD.
 NU1710'
 NU1710'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25, AND 77,
 NU1710'AND INTERSTATE 80N, WHICH IS ABOUT 2 MILES SOUTHEAST OF RUPERT, GO
 NU1710'EAST, AND SOUTHEAST ON INTERSTATE 80N FOR 20.4 MILES TO EXIT NO.
 NU1710'237, LEAVE THE FREEWAY, THEN GO EAST ON IDAHOME ROAD FOR 0.05 MILE
 NU1710'TO THE STATION ON THE RIGHT.
 NU1710'
 NU1710'THE STATION MARK, STAMPED IDA 80-137 2 1978, IS A STANDARD DISK
 NU1710'CEMENTED IN A DRILL HOLE IN THE CONCRETE DECK OF THE OVERPASS OVER
 NU1710'THE FREEWAY ON IDAHOME ROAD, 29 FEET WEST OF THE EAST END OF THE
 NU1710'OVERPASS, AND 3 FEET NORTH OF THE SOUTH CURB.
 NU1710'
 NU1710'REFERENCE MARK NO. 3, STAMPED IDA 80-137 2 NO 3 1978, IS A STANDARD
 NU1710'DISK CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF THE OVERPASS,
 NU1710'16.5 FEET NORTH OF THE CENTER OF IDAHOME ROAD, 1 FOOT HIGHER THAN
 NU1710'THE DECK, AND AT THE EAST END OF THE CURB.
 NU1710'
 NU1710'REFERENCE MARK NO. 4, STAMPED IDA 80-137 2 NO 4 1978, IS A STANDARD
 NU1710'DISK CEMENTED IN A DRILL HOLE IN THE SOUTH CURB OF THE OVERPASS,
 NU1710'16.5 FEET SOUTH OF THE CENTER OF IDAHOME ROAD, AND 1-FOOT HIGHER
 NU1710'THAN THE DECK OF THE OVERPASS.
 NU1710'
 NU1710'TO REACH BENCH MARK U 102, AZIMUTH MARK, FROM THE STATION, GO WEST
 NU1710'ON IDAHOME ROAD FOR 1.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, AND
 NU1710'GO NORTH ON THE ROAD, ON THE WEST SIDE OF THE FENCE, AND POWER LINE
 NU1710'FOR 1.1 MILES TO THE MARK ON THE RIGHT.
 NU1710'
 NU1710'BENCH MARK U 102, AZIMUTH MARK, STAMPED U 102 1960, IS A STANDARD
 NU1710'BENCH MARK DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 NU1710'12-INCHES IN DIAMETER, AND PROJECTS 8-INCHES, 16 FEET EAST OF THE
 NU1710'CENTER OF THE ROAD, 6 FEET SOUTHWEST OF A T FENCE CORNER, 5 FEET
 NU1710'SOUTH OF A POWER POLE, AND 4.5 FEET WEST OF A METAL WITNESS POST
 NU1710'THAT WAS PLACED IN THE NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DF4161 ***********************************************************************
 DF4161  DESIGNATION -  IDA 80 137 RESET
 DF4161  PID         -  DF4161
 DF4161  STATE/COUNTY-  ID/CASSIA
 DF4161  USGS QUAD   -  MALTA NE (1978)
 DF4161
 DF4161                         *CURRENT SURVEY CONTROL
 DF4161  ___________________________________________________________________
 DF4161* NAD 83(1992)-  42 24 55.66176(N)    113 18 12.60726(W)     ADJUSTED  
 DF4161* NAVD 88     -      1356.     (meters)    4449.     (feet)  SCALED    
 DF4161  ___________________________________________________________________
 DF4161  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 DF4161  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 DF4161
 DF4161  HORZ ORDER  -  SECOND
 DF4161
 DF4161.The horizontal coordinates were established by classical geodetic methods
 DF4161.and adjusted by the National Geodetic Survey in July 1992..
 DF4161
 DF4161.The orthometric height was scaled from a topographic map.
 DF4161
 DF4161.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4161
 DF4161.The geoid height was determined by GEOID03.
 DF4161
 DF4161;                    North         East     Units Scale Factor Converg.
 DF4161;SPC ID C     -    83,402.356   557,325.619   MT  0.99998779   +0 28 11.3
 DF4161;UTM  12      - 4,698,476.631   310,470.702   MT  1.00004198   -1 33 15.0
 DF4161
 DF4161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4161!SPC ID C     -   0.99978964  x   0.99998779  =   0.99977743
 DF4161!UTM  12      -   0.99978964  x   1.00004198  =   0.99983161
 DF4161
 DF4161|---------------------------------------------------------------------|
 DF4161| PID    Reference Object                     Distance      Geod. Az  |
 DF4161|                                                           dddmmss.s |
 DF4161| NU0988 IDA 80 137 RM 1                      21.254 METERS 09054     |
 DF4161| NU0986 IDA 80 137 RM 2                                    27445     |
 DF4161|---------------------------------------------------------------------|
 DF4161
 DF4161                          SUPERSEDED SURVEY CONTROL
 DF4161
 DF4161  NAD 83(1986)-  42 24 55.65948(N)    113 18 12.60266(W) AD(       ) 2
 DF4161
 DF4161.Superseded values are not recommended for survey control.
 DF4161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4161.See file dsdata.txt to determine how the superseded data were derived.
 DF4161
 DF4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM1047198477(NAD 83)
 DF4161_MARKER: DS = TRIANGULATION STATION DISK
 DF4161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4161_STAMPING: IDA 80 137 1959 1984
 DF4161_MARK LOGO: NGS   
 DF4161_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4161+STABILITY: SURFACE MOTION
 DF4161
 DF4161  HISTORY     - Date     Condition        Report By
 DF4161  HISTORY     - 1984     MONUMENTED       NGS
 DF4161
 DF4161                          STATION DESCRIPTION
 DF4161
 DF4161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DF4161'ALL SURFACE MARKS HAD BEEN DESTROYED.  THE UNDERGROUND MARK WAS FOUND
 DF4161'WITH THE AID OF A TEMPORARY STATION.  A NEW SURFACE MARK, RM 3 AND A
 DF4161'1/4 CORNER WERE ESTABLISHED AT THIS TIME.  THE STATION IS LOCATED
 DF4161'ABOUT 5 MILES (8.0 KM) E OF THE COMMUNITY OF IDAHOME ON THE N SIDE OF
 DF4161'THE ROAD.  TO REACH THE STATION FROM THE IDAHOME ROAD OVER I 84 GO E
 DF4161'ON IDAHOME ROAD FOR 0.75 MILE (1.21 KM) TO THE MARK ON THE RIGHT.
 DF4161' 
 DF4161'THE STATION IS A STANDARD NGS DISK STAMPED---IDA 80 137 1959 1984---,
 DF4161'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE, 40 CM IN DIAMETER,
 DF4161'RECESSED 30 CM ABOVE THE GROUND.  THE STATION IS LOCATED 8.8 METERS
 DF4161'(28.9 FT) N FROM THE CENTERLINE OF THE ROAD, 4.3 METERS (14.1 FT) ESE
 DF4161'FROM A POWER POLE NUMBER C 11 1435, 3.5 METERS (11.5 FT) N FROM A
 DF4161'WITNESS POST, 2.0 METERS (6.6 FT) S FROM THE LINE OF POWER POLES.  RM
 DF4161'NO 3, IS A STANDARD NGS DISK STAMPED---IDA 80 137 1959 NO 3 1984---.
 DF4161'THE STATION IS LOCATED 6.7 METERS (22.0 FT) SE FROM A POWER POLE, 5.1
 DF4161'METERS (16.7 FT) N FROM THE CENTERLINE OF THE ROAD, 0.3 METERS (1.0
 DF4161'FT) W FROM A WITNESS POST, 0.3 METERS (1.0 FT) HIGHER THAN THE
 DF4161'STATION.  RM NO 3, IS A BLM DISK STAMPED---T11S R27E 1/4 S33 S34 T12S
 DF4161'1983---, SET INTO THE TOP OF A METAL PIPE, 5 INCHES, IN DIAMETER,
 DF4161'PROJECTING 20 CM ABOVE THE GROUND.  THE STATION IS LOCATED 10.3 METERS
 DF4161'(33.8 FT) N FROM THE CENTERLINE OF THE ROAD, 6.1 METERS (20.0 FT) E
 DF4161'FROM DRIVEWAY, 0.1 METERS (0.3 FT) E FROM A POST, AND 0.3 METERS (1.0
 DF4161'FT) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0994 ***********************************************************************
 NU0994  DESIGNATION -  IDA 80 138
 NU0994  PID         -  NU0994
 NU0994  STATE/COUNTY-  ID/CASSIA
 NU0994  USGS QUAD   -  SUBLETT (1985)
 NU0994
 NU0994                         *CURRENT SURVEY CONTROL
 NU0994  ___________________________________________________________________
 NU0994* NAD 83(1994)-  42 22 17.74747(N)    113 15 02.01872(W)     ADJUSTED  
 NU0994* NAVD 88     -      1407.170  (meters)    4616.69   (feet)  ADJUSTED  
 NU0994  ___________________________________________________________________
 NU0994  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 NU0994  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 NU0994  DYNAMIC HT  -        1406.286 (meters)    4613.79  (feet)  COMP
 NU0994  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 NU0994
 NU0994  HORZ ORDER  -  SECOND
 NU0994  VERT ORDER  -  SECOND    CLASS 0
 NU0994
 NU0994.The horizontal coordinates were established by classical geodetic methods
 NU0994.and adjusted by the National Geodetic Survey in November 1997..
 NU0994
 NU0994.The orthometric height was determined by differential leveling
 NU0994.and adjusted by the National Geodetic Survey in June 1991..
 NU0994
 NU0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0994
 NU0994.The geoid height was determined by GEOID03.
 NU0994
 NU0994.The dynamic height is computed by dividing the NAVD 88
 NU0994.geopotential number by the normal gravity value computed on the
 NU0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0994.degrees latitude (g = 980.6199 gals.).
 NU0994
 NU0994.The modeled gravity was interpolated from observed gravity values.
 NU0994
 NU0994;                    North         East     Units Scale Factor Converg.
 NU0994;SPC ID C     -    78,567.087   561,725.969   MT  0.99999423   +0 30 18.3
 NU0994;UTM  12      - 4,693,488.826   314,697.786   MT  1.00002249   -1 31 01.8
 NU0994
 NU0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0994!SPC ID C     -   0.99978161  x   0.99999423  =   0.99977584
 NU0994!UTM  12      -   0.99978161  x   1.00002249  =   0.99980410
 NU0994
 NU0994:                Primary Azimuth Mark                     Grid Az
 NU0994:SPC ID C     -  IDA 80 138 AZ MK                         095 00 21.3
 NU0994:UTM  12      -  IDA 80 138 AZ MK                         097 01 41.4
 NU0994
 NU0994|---------------------------------------------------------------------|
 NU0994| PID    Reference Object                     Distance      Geod. Az  |
 NU0994|                                                           dddmmss.s |
 NU0994| NU0996 IDA 80 138 AZ MK                                   0953039.6 |
 NU0994| NU0995 IDA 80 138 RM 1                      15.152 METERS 13605     |
 NU0994| NU0993 IDA 80 138 RM 2                      12.111 METERS 27207     |
 NU0994|---------------------------------------------------------------------|
 NU0994
 NU0994                          SUPERSEDED SURVEY CONTROL
 NU0994
 NU0994  NAD 83(1992)-  42 22 17.74708(N)    113 15 02.01774(W) AD(       ) 2
 NU0994  NAD 83(1986)-  42 22 17.74516(N)    113 15 02.01381(W) AD(       ) 2
 NU0994  NAD 27      -  42 22 18.05780(N)    113 14 59.02730(W) AD(       ) 2
 NU0994  NGVD 29 (??/??/92) 1406.135  (m)         4613.29   (f) ADJ UNCH    2 0
 NU0994
 NU0994.Superseded values are not recommended for survey control.
 NU0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0994.See file dsdata.txt to determine how the superseded data were derived.
 NU0994
 NU0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM1469893489(NAD 83)
 NU0994_MARKER: DS = TRIANGULATION STATION DISK
 NU0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0994_STAMPING: IDA 80-138 1960
 NU0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0994+STABILITY: SURFACE MOTION
 NU0994
 NU0994  HISTORY     - Date     Condition        Report By
 NU0994  HISTORY     - 1960     MONUMENTED       CGS
 NU0994  HISTORY     - 1960     GOOD             CGS
 NU0994
 NU0994                          STATION DESCRIPTION
 NU0994
 NU0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0994'THE STATION IS 7 MILES NORTHEAST OF MALTA, 2-1/2 MILES SOUTH
 NU0994'OF A EAST-WEST RANCH ROAD THAT LEADS EAST FROM THE OLD AIRWAY
 NU0994'BEACON TOWER IN IDAHOME AND 0.1 MILE WEST OF A WINDMILL
 NU0994'AND WATER TANK.
 NU0994'
 NU0994'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DECLO, GO
 NU0994'SOUTHERLY ON U.S. HIGHWAY 30S FOR 17.9 MILES TO A SIDE ROAD
 NU0994'ON THE LEFT AT OLD AIRWAY BEACON, TURN LEFT AND GO EAST FOR
 NU0994'5.45 MILES TO A DIM TRACK ROAD ON THE RIGHT, TURN RIGHT AND
 NU0994'GO SOUTH ON THE EAST SIDE OF FENCE FOR 1.25 MILE TO A SIDE
 NU0994'ROAD ON THE LEFT, TURN LEFT AND GO SOUTHEAST ON TRACK ROAD
 NU0994'FOR 1.8 MILES TO A GATE, PASS THROUGH GATE AND CONTINUE FOR
 NU0994'0.3 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD 0.3 MILE,
 NU0994'THENCE SOUTH FOR 0.75 MILE TO THE WINDMILL AND WATER TANK,
 NU0994'TURN RIGHT ON TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE
 NU0994'LEFT.
 NU0994'
 NU0994'THE STATION MARKS ARE STANDARD DISKS, STAMPED IDA 80-138 1960,
 NU0994'THE SURFACE MARK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 NU0994'POST THAT PROJECTS 4 INCHES.  IT IS 300 FEET WEST OF THE WINDMILL
 NU0994'AND WATER TANK, 31 FEET SOUTH OF THE CENTER OF A EAST-WEST
 NU0994'TRACK ROAD AND 5 FEET SOUTH OF A METAL WITNESS POST WITH
 NU0994'SIGN.
 NU0994'
 NU0994'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED IDA 80-138 NO 1
 NU0994'1960, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT
 NU0994'IS FLUSH WITH THE GROUND SURFACE AND ABOUT THE SAME ELEVATION
 NU0994'AS THE STATION.
 NU0994'
 NU0994'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED IDA 80-138 NO
 NU0994'2 1960, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT
 NU0994'PROJECTS 1 INCH.  IT IS 28 FEET SOUTH OF THE CENTER OF THE
 NU0994'EAST-WEST TRACK ROAD AND THE SAME ELEVATION AS THE STATION.
 NU0994'
 NU0994'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON TRACK
 NU0994'ROAD FOR 0.6 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD
 NU0994'DISK STAMPED IDA 80-138 1960, SET IN THE TOP OF A CYLINDRICAL
 NU0994'CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS 36 FEET SOUTHEAST
 NU0994'OF THE CENTER OF A DIM TRACK ROAD AND 3 FEET SOUTHEAST OF
 NU0994'A METAL WITNESS POST WITH SIGN.
 NU0994
 NU0994                          STATION RECOVERY (1960)
 NU0994
 NU0994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0994'10.0 MI SE FROM IDAHOME.
 NU0994'5.45 MILES EAST ON A GRAVEL ROAD FROM THE OLD BEACON TOWER AT
 NU0994'INTERSECTION WITH U.S. HIGHWAY 30S AT IDAHOME, THENCE 1.25 MILES SOUTH
 NU0994'ON A TRACK ROAD ALONG EAST SIDE OF FENCE, THENCE LEFT AND SOUTHEAST
 NU0994'1.8 MILE AND THROUGH GATE, CONTINUE TRACK ROAD 0.3 MILE TO CROSS ROAD
 NU0994'CONTINUE STRAIGHT AHEAD ANOTHER 0.3 MILE, THENCE SOUTH 0.75 MILE AND
 NU0994'NEAR SECTION CORNER SEC. 13-14/23-24, T12S, R27E, 300 FEET WEST FROM A
 NU0994'WINDMILL AND WATER TANK, 31 FEET SOUTH FROM CENTER OF TRACK ROAD, 5
 NU0994'FEET SOUTH FROM A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL
 NU0994'CONCRETE MONUMENT PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0996 ***********************************************************************
 NU0996  DESIGNATION -  IDA 80 138 AZ MK
 NU0996  PID         -  NU0996
 NU0996  STATE/COUNTY-  ID/CASSIA
 NU0996  USGS QUAD   -  SUBLETT (1985)
 NU0996
 NU0996                         *CURRENT SURVEY CONTROL
 NU0996  ___________________________________________________________________
 NU0996* NAD 83(1986)-  42 22 15.     (N)    113 14 20.     (W)     SCALED    
 NU0996* NAVD 88     -      1413.701  (meters)    4638.12   (feet)  ADJUSTED  
 NU0996  ___________________________________________________________________
 NU0996  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 NU0996  DYNAMIC HT  -        1412.809 (meters)    4635.19  (feet)  COMP
 NU0996  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 NU0996
 NU0996  VERT ORDER  -  SECOND    CLASS 0
 NU0996
 NU0996.The horizontal coordinates were scaled from a topographic map and have
 NU0996.an estimated accuracy of +/- 6 seconds.
 NU0996
 NU0996.The orthometric height was determined by differential leveling
 NU0996.and adjusted by the National Geodetic Survey in June 1991..
 NU0996
 NU0996.The geoid height was determined by GEOID03.
 NU0996
 NU0996.The dynamic height is computed by dividing the NAVD 88
 NU0996.geopotential number by the normal gravity value computed on the
 NU0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0996.degrees latitude (g = 980.6199 gals.).
 NU0996
 NU0996.The modeled gravity was interpolated from observed gravity values.
 NU0996
 NU0996;                    North         East    Units  Estimated Accuracy
 NU0996;SPC ID C     -    78,490.      562,690.      MT  (+/- 180 meters Scaled)
 NU0996
 NU0996                          SUPERSEDED SURVEY CONTROL
 NU0996
 NU0996  NGVD 29 (??/??/92) 1412.662  (m)         4634.71   (f) ADJ UNCH    2 0
 NU0996
 NU0996.Superseded values are not recommended for survey control.
 NU0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0996.See file dsdata.txt to determine how the superseded data were derived.
 NU0996
 NU0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM156933(NAD 83)
 NU0996_MARKER: DZ = AZIMUTH MARK DISK
 NU0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0996_STAMPING: IDA 80-138 1960
 NU0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0996+STABILITY: SURFACE MOTION
 NU0996
 NU0996  HISTORY     - Date     Condition        Report By
 NU0996  HISTORY     - 1960     MONUMENTED       CGS
 NU0996
 NU0996                          STATION DESCRIPTION
 NU0996
 NU0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0996'10.6 MI SE FROM IDAHOME.
 NU0996'8.45 MILE EAST ALONG THE GRAVEL ROAD FROM ITS INTERSECTION WITH U.S.
 NU0996'HIGHWAY 30S AT THE OLD BEACON IN IDAHOME, THENCE 1.25 MILE SOUTH ALONG
 NU0996'TRACK ROAD ON EAST SIDE OF FENCE, THENCE SOUTHEAST 1.8 MILE AND
 NU0996'THROUGH GATE, THENCE 0.3 MILE TO CROSS ROAD AND AHEAD 0.3 MILE, THENCE
 NU0996'SOUTH 0.75 MILE TO WINDMILL AND TANK, THENCE EAST ON TRACK ROAD 0.6
 NU0996'MILE, 36 FEET SOUTHEAST FROM CENTER OF TRACK ROAD, 3 FEET SOUTHEAST OF
 NU0996'A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE MONUMENT
 NU0996'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0995 ***********************************************************************
 NU0995  DESIGNATION -  IDA 80 138 RM 1
 NU0995  PID         -  NU0995
 NU0995  STATE/COUNTY-  ID/CASSIA
 NU0995  USGS QUAD   -  SUBLETT (1985)
 NU0995
 NU0995                         *CURRENT SURVEY CONTROL
 NU0995  ___________________________________________________________________
 NU0995* NAD 83(1986)-  42 22 17.     (N)    113 15 01.     (W)     SCALED    
 NU0995* NAVD 88     -      1407.152  (meters)    4616.63   (feet)  ADJUSTED  
 NU0995  ___________________________________________________________________
 NU0995  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 NU0995  DYNAMIC HT  -        1406.267 (meters)    4613.73  (feet)  COMP
 NU0995  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 NU0995
 NU0995  VERT ORDER  -  SECOND    CLASS 0
 NU0995
 NU0995.The horizontal coordinates were scaled from a topographic map and have
 NU0995.an estimated accuracy of +/- 6 seconds.
 NU0995
 NU0995.The orthometric height was determined by differential leveling
 NU0995.and adjusted by the National Geodetic Survey in June 1991..
 NU0995
 NU0995.The geoid height was determined by GEOID03.
 NU0995
 NU0995.The dynamic height is computed by dividing the NAVD 88
 NU0995.geopotential number by the normal gravity value computed on the
 NU0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0995.degrees latitude (g = 980.6199 gals.).
 NU0995
 NU0995.The modeled gravity was interpolated from observed gravity values.
 NU0995
 NU0995;                    North         East    Units  Estimated Accuracy
 NU0995;SPC ID C     -    78,540.      561,750.      MT  (+/- 180 meters Scaled)
 NU0995
 NU0995                          SUPERSEDED SURVEY CONTROL
 NU0995
 NU0995  NGVD 29 (??/??/92) 1406.117  (m)         4613.24   (f) ADJ UNCH    2 0
 NU0995
 NU0995.Superseded values are not recommended for survey control.
 NU0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0995.See file dsdata.txt to determine how the superseded data were derived.
 NU0995
 NU0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM147934(NAD 83)
 NU0995_MARKER: DR = REFERENCE MARK DISK
 NU0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0995_STAMPING: IDA 80-138 NO 1 1960
 NU0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0995+STABILITY: SURFACE MOTION
 NU0995
 NU0995  HISTORY     - Date     Condition        Report By
 NU0995  HISTORY     - 1960     MONUMENTED       CGS
 NU0995
 NU0995                          STATION DESCRIPTION
 NU0995
 NU0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0995'10.0 MI SE FROM IDAHOME.
 NU0995'8.45 MILE EAST ALONG GRAVEL ROAD FROM OLD BEACON AT INTERSECTION WITH
 NU0995'U.S. HIGHWAY 30S AT IDAHOME, THENCE 1.25 MILES SOUTH ALONG A TRACK
 NU0995'ROAD ALONG EAST SIDE OF FENCE, THENCE SOUTHEAST 1.8 MILE AND THROUGH
 NU0995'GATE, THENCE AHEAD 0.3 MILE TO CROSS ROAD AND STRAIGHT AHEAD 0.3 MILE,
 NU0995'THENCE SOUTH 0.75 MILE TO WINDMILL AND WATER TANK, 49.7 FEET SOUTHEAST
 NU0995'FROM THE TRIANGULATION STATION, SET IN A CYLINDRICAL CONCRETE MONUMENT
 NU0995'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0993 ***********************************************************************
 NU0993  DESIGNATION -  IDA 80 138 RM 2
 NU0993  PID         -  NU0993
 NU0993  STATE/COUNTY-  ID/CASSIA
 NU0993  USGS QUAD   -  SUBLETT (1985)
 NU0993
 NU0993                         *CURRENT SURVEY CONTROL
 NU0993  ___________________________________________________________________
 NU0993* NAD 83(1986)-  42 22 18.     (N)    113 15 00.     (W)     SCALED    
 NU0993* NAVD 88     -      1407.025  (meters)    4616.21   (feet)  ADJUSTED  
 NU0993  ___________________________________________________________________
 NU0993  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 NU0993  DYNAMIC HT  -        1406.140 (meters)    4613.31  (feet)  COMP
 NU0993  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 NU0993
 NU0993  VERT ORDER  -  SECOND    CLASS 0
 NU0993
 NU0993.The horizontal coordinates were scaled from a topographic map and have
 NU0993.an estimated accuracy of +/- 6 seconds.
 NU0993
 NU0993.The orthometric height was determined by differential leveling
 NU0993.and adjusted by the National Geodetic Survey in June 1991..
 NU0993
 NU0993.The geoid height was determined by GEOID03.
 NU0993
 NU0993.The dynamic height is computed by dividing the NAVD 88
 NU0993.geopotential number by the normal gravity value computed on the
 NU0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0993.degrees latitude (g = 980.6199 gals.).
 NU0993
 NU0993.The modeled gravity was interpolated from observed gravity values.
 NU0993
 NU0993;                    North         East    Units  Estimated Accuracy
 NU0993;SPC ID C     -    78,580.      561,770.      MT  (+/- 180 meters Scaled)
 NU0993
 NU0993                          SUPERSEDED SURVEY CONTROL
 NU0993
 NU0993  NGVD 29 (??/??/92) 1405.989  (m)         4612.82   (f) ADJ UNCH    2 0
 NU0993
 NU0993.Superseded values are not recommended for survey control.
 NU0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0993.See file dsdata.txt to determine how the superseded data were derived.
 NU0993
 NU0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM147934(NAD 83)
 NU0993_MARKER: DR = REFERENCE MARK DISK
 NU0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0993_STAMPING: IDA 80-136 NO 2 1960
 NU0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0993+STABILITY: SURFACE MOTION
 NU0993
 NU0993  HISTORY     - Date     Condition        Report By
 NU0993  HISTORY     - 1960     MONUMENTED       CGS
 NU0993
 NU0993                          STATION DESCRIPTION
 NU0993
 NU0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0993'10.0 MI SE FROM IDAHOME.
 NU0993'8.45 MILES EAST ALONG A GRAVEL ROAD FROM ITS INTERSECTION WITH U.S.
 NU0993'HIGHWAY 30S AT THE OLD BEACON AT IDAHOME, THENCE 1.25 MILE SOUTH ALONG
 NU0993'THE EAST SIDE OF FENCE ON TRACK ROAD, THENCE SOUTHEAST 1.8 MILE AND
 NU0993'THROUGH WATE, THENCE THROUGH GATE, THENCE 0.3 MILE TO CROSS ROAD AND
 NU0993'AHEAD 0.3 MILE, THENCE SOUTH 0.75 MILE TO WINDMILL AND WATER TANK,
 NU0993'39.7 FEET WEST OF THE TRIANGULATION STATION, 28 FEET SOUTH FROM THE
 NU0993'CENTER OF TRACK ROAD, SET IN A CYLINDRICAL CONCRETE MONUMENT
 NU0993'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1000 ***********************************************************************
 NU1000  DESIGNATION -  IDA 80 139
 NU1000  PID         -  NU1000
 NU1000  STATE/COUNTY-  ID/CASSIA
 NU1000  USGS QUAD   -  SUBLETT (1985)
 NU1000
 NU1000                         *CURRENT SURVEY CONTROL
 NU1000  ___________________________________________________________________
 NU1000* NAD 83(1994)-  42 20 35.37878(N)    113 12 54.39923(W)     ADJUSTED  
 NU1000* NAVD 88     -      1448.003  (meters)    4750.66   (feet)  ADJUSTED  
 NU1000  ___________________________________________________________________
 NU1000  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 NU1000  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NU1000  DYNAMIC HT  -        1447.067 (meters)    4747.59  (feet)  COMP
 NU1000  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 NU1000
 NU1000  HORZ ORDER  -  SECOND
 NU1000  VERT ORDER  -  SECOND    CLASS 0
 NU1000
 NU1000.The horizontal coordinates were established by classical geodetic methods
 NU1000.and adjusted by the National Geodetic Survey in November 1997..
 NU1000
 NU1000.The orthometric height was determined by differential leveling
 NU1000.and adjusted by the National Geodetic Survey in June 1991..
 NU1000
 NU1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1000
 NU1000.The geoid height was determined by GEOID03.
 NU1000
 NU1000.The dynamic height is computed by dividing the NAVD 88
 NU1000.geopotential number by the normal gravity value computed on the
 NU1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1000.degrees latitude (g = 980.6199 gals.).
 NU1000
 NU1000.The modeled gravity was interpolated from observed gravity values.
 NU1000
 NU1000;                    North         East     Units Scale Factor Converg.
 NU1000;SPC ID C     -    75,434.925   564,674.892   MT  0.99999881   +0 31 43.3
 NU1000;UTM  12      - 4,690,254.519   317,534.433   MT  1.00000966   -1 29 32.8
 NU1000
 NU1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1000!SPC ID C     -   0.99977521  x   0.99999881  =   0.99977402
 NU1000!UTM  12      -   0.99977521  x   1.00000966  =   0.99978486
 NU1000
 NU1000|---------------------------------------------------------------------|
 NU1000| PID    Reference Object                     Distance      Geod. Az  |
 NU1000|                                                           dddmmss.s |
 NU1000| NU0999 IDA 80 139 RM 1                      21.342 METERS 04919     |
 NU1000| NU1001 IDA 80 139 RM 2                      16.186 METERS 08832     |
 NU1000| NU1002 IDA 80 139 AZ MK                                   1784336.8 |
 NU1000|---------------------------------------------------------------------|
 NU1000
 NU1000                          SUPERSEDED SURVEY CONTROL
 NU1000
 NU1000  NAD 83(1992)-  42 20 35.37794(N)    113 12 54.39681(W) AD(       ) 2
 NU1000  NAD 83(1986)-  42 20 35.37617(N)    113 12 54.39333(W) AD(       ) 2
 NU1000  NAD 27      -  42 20 35.68560(N)    113 12 51.40930(W) AD(       ) 2
 NU1000  NGVD 29 (??/??/92) 1446.943  (m)         4747.18   (f) ADJ UNCH    2 0
 NU1000
 NU1000.Superseded values are not recommended for survey control.
 NU1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1000.See file dsdata.txt to determine how the superseded data were derived.
 NU1000
 NU1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM1753490255(NAD 83)
 NU1000_MARKER: DS = TRIANGULATION STATION DISK
 NU1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1000_STAMPING: IDA 80-139 1960
 NU1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1000+STABILITY: SURFACE MOTION
 NU1000
 NU1000  HISTORY     - Date     Condition        Report By
 NU1000  HISTORY     - 1960     MONUMENTED       CGS
 NU1000  HISTORY     - 1960     GOOD             CGS
 NU1000
 NU1000                          STATION DESCRIPTION
 NU1000
 NU1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1000'THE STATION IS 8 MILES EAST-NORTHEAST OF MALTA, 3-1/2 MILES
 NU1000'NORTHWEST OF SUBLETT, ON THE WEST SIDE OF A NORTH-SOUTH
 NU1000'SECTION ROAD.
 NU1000'
 NU1000'TO REACH THE STATION FROM THE POST OFFICE IN MALTA, GO NORTH
 NU1000'ON U.S. HIGHWAY 30S FOR 0.5 MILE TO A GRAVELED CROSSROAD, TURN
 NU1000'RIGHT AND GO EAST AND NORTHEAST FOR 8.15 MILE TO THE AZIMUTH
 NU1000'MARK ON THE RIGHT AT DIM TRACK CROSSROAD, TURN LEFT AND GO
 NU1000'NORTH ON TRACK ROAD FOR 1.0 MILE TO THE STATION ON THE LEFT.
 NU1000'
 NU1000'THE STATION MARKS ARE STANDARD DISKS, STAMPED IDA 80-139
 NU1000'1960.  THE SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL
 NU1000'CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 61 FEET WEST
 NU1000'OF THE CENTER OF TRACK ROAD AND 7 FEET SOUTH OF A METAL
 NU1000'WITNESS POST WITH SIGN.
 NU1000'
 NU1000'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED IDA 80-139 NO
 NU1000'1 1960, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT
 NU1000'PROJECTS 4 INCHES AND IS 9 FEET WEST OF THE CENTER OF THE
 NU1000'TRACK ROAD.
 NU1000'
 NU1000'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED IDA 80-139 NO 2
 NU1000'1960, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT
 NU1000'PROJECTS 1 INCH AND IS 9 FEET WEST OF THE CENTER OF THE
 NU1000'TRACK ROAD.
 NU1000'
 NU1000'AZIMUTH MARK IS A STANDARD DISK, STAMPED IDA 80-139 1960,
 NU1000'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT PROJECTS
 NU1000'2 INCHES.  IT IS 41 FEET SOUTH OF THE CENTER OF A GRAVELED
 NU1000'ROAD, 27 FEET NORTHEAST OF THE NORTHEAST END OF A CATTLE
 NU1000'GUARD, 4 FEET SOUTHWEST OF A FENCE CORNER AND 1 FOOT NORTHWEST
 NU1000'OF A METAL WITNESS POST WITH SIGN.
 NU1000
 NU1000                          STATION RECOVERY (1960)
 NU1000
 NU1000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU1000'9.6 MI NE FROM MALTA.
 NU1000'0.45 MILES NORTH ALONG U.S. HIGHWAY 30S FROM THE POST OFFICE IN MALTA
 NU1000'TO INTERSECTION WITH A ROAD EAST TOWARDS SUBLETTE, THEN 8.15 MILE
 NU1000'EASTWARD ON THE ROAD TO SUBLETTE, THENCE 1 MILE NORTH ON TRACK ROAD,
 NU1000'70.0 FEET SOUTHWEST FROM R.M. NO. 1, 61 FEET WEST FROM THE CENTER OF
 NU1000'THE TRACK ROAD, 53.1 FEET WEST FROM R.M. NO. 2, 7 FEET SOUTH FROM A
 NU1000'METAL WITNESS POST WITH SIGH, SET IN A CYLINDRICAL CONCRETE MONUMENT
 NU1000'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1002 ***********************************************************************
 NU1002  DESIGNATION -  IDA 80 139 AZ MK
 NU1002  PID         -  NU1002
 NU1002  STATE/COUNTY-  ID/CASSIA
 NU1002  USGS QUAD   -  SUBLETT (1985)
 NU1002
 NU1002                         *CURRENT SURVEY CONTROL
 NU1002  ___________________________________________________________________
 NU1002* NAD 83(1986)-  42 19 39.     (N)    113 12 54.     (W)     SCALED    
 NU1002* NAVD 88     -      1451.541  (meters)    4762.26   (feet)  ADJUSTED  
 NU1002  ___________________________________________________________________
 NU1002  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NU1002  DYNAMIC HT  -        1450.594 (meters)    4759.16  (feet)  COMP
 NU1002  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 NU1002
 NU1002  VERT ORDER  -  SECOND    CLASS 0
 NU1002
 NU1002.The horizontal coordinates were scaled from a topographic map and have
 NU1002.an estimated accuracy of +/- 6 seconds.
 NU1002
 NU1002.The orthometric height was determined by differential leveling
 NU1002.and adjusted by the National Geodetic Survey in June 1991..
 NU1002
 NU1002.The geoid height was determined by GEOID03.
 NU1002
 NU1002.The dynamic height is computed by dividing the NAVD 88
 NU1002.geopotential number by the normal gravity value computed on the
 NU1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1002.degrees latitude (g = 980.6199 gals.).
 NU1002
 NU1002.The modeled gravity was interpolated from observed gravity values.
 NU1002
 NU1002;                    North         East    Units  Estimated Accuracy
 NU1002;SPC ID C     -    73,700.      564,700.      MT  (+/- 180 meters Scaled)
 NU1002
 NU1002                          SUPERSEDED SURVEY CONTROL
 NU1002
 NU1002  NGVD 29 (??/??/92) 1450.475  (m)         4758.77   (f) ADJ UNCH    2 0
 NU1002
 NU1002.Superseded values are not recommended for survey control.
 NU1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1002.See file dsdata.txt to determine how the superseded data were derived.
 NU1002
 NU1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM174885(NAD 83)
 NU1002_MARKER: DZ = AZIMUTH MARK DISK
 NU1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1002_STAMPING: IDA 80-139 1960
 NU1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1002+STABILITY: SURFACE MOTION
 NU1002
 NU1002  HISTORY     - Date     Condition        Report By
 NU1002  HISTORY     - 1960     MONUMENTED       CGS
 NU1002
 NU1002                          STATION DESCRIPTION
 NU1002
 NU1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1002'8.6 MI E FROM MALTA.
 NU1002'0.45 MILES NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO
 NU1002'A GRAVEL ROAD, THENCE 8.15 MILES EAST TO A DIM CROSS ROAD, 41 FEET
 NU1002'SOUTH OF THE CENTERLINE OF THE ROAD, 27 FEET NORTHEAST OF THE
 NU1002'NORTHEAST END OF A CATTLE GUARD, 4 FEET SOUTHWEST OF A FENCE CORNER, 1
 NU1002'FOOT NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL
 NU1002'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0999 ***********************************************************************
 NU0999  DESIGNATION -  IDA 80 139 RM 1
 NU0999  PID         -  NU0999
 NU0999  STATE/COUNTY-  ID/CASSIA
 NU0999  USGS QUAD   -  SUBLETT (1985)
 NU0999
 NU0999                         *CURRENT SURVEY CONTROL
 NU0999  ___________________________________________________________________
 NU0999* NAD 83(1986)-  42 20 37.     (N)    113 12 55.     (W)     SCALED    
 NU0999* NAVD 88     -      1448.092  (meters)    4750.95   (feet)  ADJUSTED  
 NU0999  ___________________________________________________________________
 NU0999  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NU0999  DYNAMIC HT  -        1447.155 (meters)    4747.87  (feet)  COMP
 NU0999  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 NU0999
 NU0999  VERT ORDER  -  SECOND    CLASS 0
 NU0999
 NU0999.The horizontal coordinates were scaled from a topographic map and have
 NU0999.an estimated accuracy of +/- 6 seconds.
 NU0999
 NU0999.The orthometric height was determined by differential leveling
 NU0999.and adjusted by the National Geodetic Survey in June 1991..
 NU0999
 NU0999.The geoid height was determined by GEOID03.
 NU0999
 NU0999.The dynamic height is computed by dividing the NAVD 88
 NU0999.geopotential number by the normal gravity value computed on the
 NU0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0999.degrees latitude (g = 980.6199 gals.).
 NU0999
 NU0999.The modeled gravity was interpolated from observed gravity values.
 NU0999
 NU0999;                    North         East    Units  Estimated Accuracy
 NU0999;SPC ID C     -    75,490.      564,660.      MT  (+/- 180 meters Scaled)
 NU0999
 NU0999                          SUPERSEDED SURVEY CONTROL
 NU0999
 NU0999  NGVD 29 (??/??/92) 1447.032  (m)         4747.47   (f) ADJ UNCH    2 0
 NU0999
 NU0999.Superseded values are not recommended for survey control.
 NU0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0999.See file dsdata.txt to determine how the superseded data were derived.
 NU0999
 NU0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM175903(NAD 83)
 NU0999_MARKER: DR = REFERENCE MARK DISK
 NU0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0999_STAMPING: IDA 80-139 NO 1 1960
 NU0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0999+STABILITY: SURFACE MOTION
 NU0999
 NU0999  HISTORY     - Date     Condition        Report By
 NU0999  HISTORY     - 1960     MONUMENTED       CGS
 NU0999
 NU0999                          STATION DESCRIPTION
 NU0999
 NU0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0999'9.6 MI NE FROM MALTA.
 NU0999'0.45 MILE NORTH ALONG U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA
 NU0999'TO THE SUBLETTE ROAD, THENCE EAST WARD 8.15 MILES ON THE ROAD TOWARDS
 NU0999'SUBLETTE, THENCE 1 MILE NORTH ON TRACK ROAD, 70.0 FEET NORTHEAST OF
 NU0999'THE TRIANGULATION STATION, 9 FEET WEST FROM THE CENTER OF THE TRACK
 NU0999'ROAD, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1001 ***********************************************************************
 NU1001  DESIGNATION -  IDA 80 139 RM 2
 NU1001  PID         -  NU1001
 NU1001  STATE/COUNTY-  ID/CASSIA
 NU1001  USGS QUAD   -  SUBLETT (1985)
 NU1001
 NU1001                         *CURRENT SURVEY CONTROL
 NU1001  ___________________________________________________________________
 NU1001* NAD 83(1986)-  42 20 37.     (N)    113 12 56.     (W)     SCALED    
 NU1001* NAVD 88     -      1448.022  (meters)    4750.72   (feet)  ADJUSTED  
 NU1001  ___________________________________________________________________
 NU1001  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NU1001  DYNAMIC HT  -        1447.085 (meters)    4747.64  (feet)  COMP
 NU1001  MODELED GRAV-     979,924.2   (mgal)                       NAVD 88
 NU1001
 NU1001  VERT ORDER  -  SECOND    CLASS 0
 NU1001
 NU1001.The horizontal coordinates were scaled from a topographic map and have
 NU1001.an estimated accuracy of +/- 6 seconds.
 NU1001
 NU1001.The orthometric height was determined by differential leveling
 NU1001.and adjusted by the National Geodetic Survey in June 1991..
 NU1001
 NU1001.The geoid height was determined by GEOID03.
 NU1001
 NU1001.The dynamic height is computed by dividing the NAVD 88
 NU1001.geopotential number by the normal gravity value computed on the
 NU1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1001.degrees latitude (g = 980.6199 gals.).
 NU1001
 NU1001.The modeled gravity was interpolated from observed gravity values.
 NU1001
 NU1001;                    North         East    Units  Estimated Accuracy
 NU1001;SPC ID C     -    75,490.      564,640.      MT  (+/- 180 meters Scaled)
 NU1001
 NU1001                          SUPERSEDED SURVEY CONTROL
 NU1001
 NU1001  NGVD 29 (??/??/92) 1446.961  (m)         4747.24   (f) ADJ UNCH    2 0
 NU1001
 NU1001.Superseded values are not recommended for survey control.
 NU1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1001.See file dsdata.txt to determine how the superseded data were derived.
 NU1001
 NU1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM174903(NAD 83)
 NU1001_MARKER: DR = REFERENCE MARK DISK
 NU1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1001_STAMPING: IDA 80-139 NO 2 1960
 NU1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1001+STABILITY: SURFACE MOTION
 NU1001
 NU1001  HISTORY     - Date     Condition        Report By
 NU1001  HISTORY     - 1960     MONUMENTED       CGS
 NU1001
 NU1001                          STATION DESCRIPTION
 NU1001
 NU1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1001'9.6 MI NE FROM MALTA.
 NU1001'0.45 MILE NORTH ALONG U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA
 NU1001'TO THE INTERSECTION WITH GRAVEL ROAD TOWARDS SUBLETTE, THENCE EASTWARD
 NU1001'8.15 MILES ON THE ROAD TOWARDS SUBLETTE, THENCE 1 MILE NORTH ON A
 NU1001'TRACK ROAD, 53.1 FEET EAST FROM THE TRIANGULATION STATION, 9 FEET WEST
 NU1001'FROM THE CENTERLINE OF THE TRACK ROAD, SET IN A CYLINDRICAL CONCRETE
 NU1001'MONUMENT PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0586 ***********************************************************************
 OH0586  DESIGNATION -  IDA 80 14
 OH0586  PID         -  OH0586
 OH0586  STATE/COUNTY-  ID/CANYON
 OH0586  USGS QUAD   -  CALDWELL (1971)
 OH0586
 OH0586                         *CURRENT SURVEY CONTROL
 OH0586  ___________________________________________________________________
 OH0586* NAD 83(1992)-  43 42 17.07805(N)    116 41 40.72275(W)     ADJUSTED  
 OH0586* NAVD 88     -       753.461  (meters)    2471.98   (feet)  ADJUSTED  
 OH0586  ___________________________________________________________________
 OH0586  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 OH0586  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 OH0586  DYNAMIC HT  -         753.215 (meters)    2471.17  (feet)  COMP
 OH0586  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 OH0586
 OH0586  HORZ ORDER  -  SECOND
 OH0586  VERT ORDER  -  SECOND    CLASS 0
 OH0586
 OH0586.The horizontal coordinates were established by classical geodetic methods
 OH0586.and adjusted by the National Geodetic Survey in July 1992..
 OH0586
 OH0586.The orthometric height was determined by differential leveling
 OH0586.and adjusted by the National Geodetic Survey in June 1991..
 OH0586
 OH0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0586
 OH0586.The geoid height was determined by GEOID03.
 OH0586
 OH0586.The dynamic height is computed by dividing the NAVD 88
 OH0586.geopotential number by the normal gravity value computed on the
 OH0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0586.degrees latitude (g = 980.6199 gals.).
 OH0586
 OH0586.The modeled gravity was interpolated from observed gravity values.
 OH0586
 OH0586;                    North         East     Units Scale Factor Converg.
 OH0586;SPC ID W     -   226,821.710   723,863.800   MT  1.00000461   -0 39 09.8
 OH0586;UTM  11      - 4,839,125.545   524,602.633   MT  0.99960744   +0 12 39.5
 OH0586
 OH0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0586!SPC ID W     -   0.99988460  x   1.00000461  =   0.99988921
 OH0586!UTM  11      -   0.99988460  x   0.99960744  =   0.99949209
 OH0586
 OH0586|---------------------------------------------------------------------|
 OH0586| PID    Reference Object                     Distance      Geod. Az  |
 OH0586|                                                           dddmmss.s |
 OH0586| OH0585 IDA 80 14 RM 2                       10.996 METERS 00310     |
 OH0586| OH1379 MIDDLETON MUNICIPAL TANK            APPROX. 5.6 KM 0863526.9 |
 OH0586| OH1390 CALDWELL RADIO STA KCID MAST        APPROX. 6.5 KM 1314615.4 |
 OH0586| OH1394 CALDWELL HOUSING AUTHORITY TK       APPROX. 1.2 KM 2575243.6 |
 OH0586| OH1397 NOTUS MUNICIPAL TANK                APPROX. 9.1 KM 2871449.0 |
 OH0586| OH0587 IDA 80 14 RM 1                       14.325 METERS 31127     |
 OH0586|---------------------------------------------------------------------|
 OH0586
 OH0586                          SUPERSEDED SURVEY CONTROL
 OH0586
 OH0586  NAD 83(1991)-  43 42 17.07791(N)    116 41 40.72150(W) AD(       ) 2
 OH0586  NAD 83(1986)-  43 42 17.07782(N)    116 41 40.72156(W) AD(       ) 2
 OH0586  NAD 27      -  43 42 17.50029(N)    116 41 37.22066(W) AD(       ) 2
 OH0586  NGVD 29 (??/??/92)  752.524  (m)         2468.91   (f) ADJ UNCH    2 0
 OH0586
 OH0586.Superseded values are not recommended for survey control.
 OH0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0586.See file dsdata.txt to determine how the superseded data were derived.
 OH0586
 OH0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2460339126(NAD 83)
 OH0586_MARKER: DS = TRIANGULATION STATION DISK
 OH0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0586_STAMPING: IDA 80 14 1959
 OH0586_MARK LOGO: CGS   
 OH0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0586+STABILITY: SURFACE MOTION
 OH0586
 OH0586  HISTORY     - Date     Condition        Report By
 OH0586  HISTORY     - 1959     MONUMENTED       CGS
 OH0586  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OH0586  HISTORY     - 1970     GOOD             NGS
 OH0586  HISTORY     - 1978     GOOD             LOCENG
 OH0586  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0586  HISTORY     - 19840606 GOOD             NGS
 OH0586  HISTORY     - 20030924 GOOD             IDTD
 OH0586
 OH0586                          STATION DESCRIPTION
 OH0586
 OH0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0586'THE STATION IS IN THE SOUTH CORNER OF A TRIANGLE FORMED BY THE
 OH0586'JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 44, 2.0 MILES
 OH0586'NORTH OF CALDWELL, 48 FEET NORTHEAST FROM THE CENTER LINE OF
 OH0586'HIGHWAY 30, 27 FEET SOUTHWEST FROM THE CENTER LINE OF THE SOUTH
 OH0586'TURN OFF OF HIGHWAY 44, 6.7 FEET SOUTHEAST FROM A STEEL WITNESS
 OH0586'POST.  THE STATION IS A STANDARD TRIANGULATION DISK SET IN THE
 OH0586'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES, STAMPED
 OH0586'IDA 80-14 1959.
 OH0586'
 OH0586'REFERENCE MARK NO. 1 IS 38 FEET NORTHEAST FROM THE CENTER LINE
 OH0586'OF HIGHWAY 30.
 OH0586'
 OH0586'REFERENCE MARK NO. 2 IS 26 FEET SOUTHWEST FROM THE CENTER LINE
 OH0586'OF THE SOUTH TURN OFF OF HIGHWAY 44.  THE MARKS ARE SET IN
 OH0586'SQUARE TOPPED CONCRETE POSTS PROJECTING 2 INCHES, STAMPED IDA
 OH0586'80-14 1959, AND NO 1 AND NO 2 RESPECTIVELY.
 OH0586
 OH0586                          STATION RECOVERY (1970)
 OH0586
 OH0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OH0586'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 OH0586'GOOD CONDITION.  A DIFFERENCE IN THE CARDINAL DIRECTION TO THE
 OH0586'REFERENCE MARKS WAS FOUND.  LANDMARKS HAVE CHANGED.  A NEW
 OH0586'AND COMPLETE DESCRIPTION FOLLOWS.
 OH0586'
 OH0586'THE STATION IS 2-1/2 MILES NORTHWEST OF CALDWELL, ON STATE
 OH0586'HIGHWAY PROPERTY, JUST SOUTH OF A HIGHWAY STOCKPILE.
 OH0586'
 OH0586'TO REACH THE STATION FROM THE CALDWELL POST OFFICE GO WEST ON
 OH0586'ARTHUR STREET FOR 0.1 MILE TO KIMBALL AVENUE, TURN RIGHT, AND GO
 OH0586'NORTHEAST ON KIMBALL AVENUE FOR 0.6 MILE TO INTERSTATE 80N, TURN
 OH0586'LEFT, AND GO NORTHWEST ON INTERSTATE 80N FOR 2.6 MILES TO THE
 OH0586'MIDDLETON EXIT, AND THE JUNCTION WITH STATE HIGHWAY 44, TURN
 OH0586'RIGHT, AND GO EAST ON STATE HIGHWAY 44 FOR 0.15 MILE TO A
 OH0586'CROSSROAD, TURN RIGHT, AND GO SOUTHEAST ON THE MACADAM ROAD FOR 0.1
 OH0586'MILE TO THE STATION ON THE LEFT.
 OH0586'
 OH0586'THE STATION MARK, STAMPED IDA 80-14 1959, IS A STANDARD DISK
 OH0586'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES,
 OH0586'130 FEET NORTH OF THE CENTER OF A DRIVEWAY EAST, 105 FEET
 OH0586'SOUTHEAST OF A POWER POLE WITH A METER ON IT, 49 FEET EAST OF THE
 OH0586'CENTER OF THE MACADAM ROAD, AND 7 FEET SOUTH OF A METAL WITNESS
 OH0586'POST.  (NOTE 1A AND 7A).
 OH0586'
 OH0586'REFERENCE MARK NO. 1, STAMPED IDA 80-14 NO 1 1959, IS A STANDARD
 OH0586'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0586'2 INCHES, 58 FEET SOUTHEAST OF THE POWER POLE, 42 FEET NORTHWEST
 OH0586'OF THE WITNESS POST, AND 38 FEET EAST OF THE CENTER OF THE
 OH0586'MACADAM ROAD.  (NOTE 11A)
 OH0586'
 OH0586'REFERENCE MARK NO. 2, STAMPED IDA 80-14 NO 2 1959, IS A STANDARD
 OH0586'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS 15
 OH0586'INCHES BELOW THE SURFACE, 81 FEET SOUTHEAST OF THE POWER POLE,
 OH0586'72 FEET EAST OF THE CENTER OF THE ROAD, AND 29 FEET
 OH0586'NORTH-NORTHEAST OF THE WITNESS POST.  (NOTE 11A)
 OH0586'
 OH0586'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 37.52 FEET
 OH0586'OR 11.436 M.
 OH0586'
 OH0586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 OH0586'NORTHWEST OF CALDWELL.
 OH0586
 OH0586                          STATION RECOVERY (1970)
 OH0586
 OH0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OH0586'2.5 MI NW FROM CALDWELL.
 OH0586'2.6 MILES NORTHWEST ALONG INTERSTATE 80N FROM THE JUNCTION OF
 OH0586'INTERSTATE 80N, AND KIMBALL AVENUE AT CALDWELL, TO THE MIDDLETON EXIT,
 OH0586'AND JUNCTION WITH STATE HIGHWAY 44, THENCE EAST ON STATE HIGHWAY 44
 OH0586'FOR 0.15 MILE TO A CROSSROAD, THENCE SOUTHEAST ON THE MACADAM ROAD FOR
 OH0586'0.1 MILE TO THE BENCH MARK ON THE LEFT, 130 FEET NORTH OF THE CENTER
 OH0586'OF A DRIVEWAY EAST, 105 FEET SOUTHEAST OF A POWER POLE WITH A METER ON
 OH0586'IT, 49 FEET EAST OF THE CENTER OF THE MACADAM ROAD, 47.00 FEET
 OH0586'SOUTHEAST OF REFERENCE MARK NO. 1, AND 7 FEET SOUTH OF A METAL WITNESS
 OH0586'POST SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 OH0586
 OH0586                          STATION RECOVERY (1978)
 OH0586
 OH0586'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (JJP)
 OH0586'IDA 80-14 1959 RECOVERED EXCELLENT.
 OH0586'
 OH0586'IDA 80-14 NO 1 1959 RECOVERED EXCELLENT.
 OH0586'
 OH0586'IDA 80-14 NO 2 1959 RECOVERED EXCELLENT.  MARK IS ABOUT 12 INCHES
 OH0586'BELOW GROUND SURFACE.
 OH0586'
 OH0586'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO REACH
 OH0586'INSTRUCTIONS ARE ADEQUATE.
 OH0586'
 OH0586'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NORTH OF
 OH0586'CALDWELL.
 OH0586
 OH0586                          STATION RECOVERY (1983)
 OH0586
 OH0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0586'MARK NOT FOUND.
 OH0586
 OH0586                          STATION RECOVERY (1984)
 OH0586
 OH0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OH0586'THE STATION AND RMS 1 AND 2 WERE RECOVERED.  ALL MARKS HAD BEEN
 OH0586'BURIED.  RM 3 WAS ESTABLISHED AT THIS TIME TO AID IN RECOVERY.  THE
 OH0586'STATION IS LOCATED ABOUT 2.50 MI (4.02 KM) NW OF CALDWELL, ON STATE
 OH0586'HWY PROPERTY ABOUT 100 METERS (328.1 FT) S OF A GRAVEL STOCK PILE. TO
 OH0586'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HWY 84 AND STATE
 OH0586'HWY 44 GO E ON HWY 44 FOR 0.1 MILE, (0.2 KM) TURN RIGHT ONTO OLD HWY
 OH0586'30 AND GO 0.1 MILE (0.2 KM) TO THE MARK ON THE LEFT.
 OH0586' 
 OH0586'THE STATION IS A STANDARD USCGS DISK STAMPED---IDA 80 14 1959---, SET
 OH0586'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN DIAMETER,
 OH0586'RECESSED 10 CM BELOW THE GROUND.  THE STATION IS LOCATED 48.2 FT (14.7
 OH0586'M) E FROM THE CENTERLINE OF THE ROAD, 65.6 FT (20.0 M) S FROM THE
 OH0586'CENTERLINE OF A DRIVEWAY LEADING TO A GRAVEL STORAGE AREA, 8.5 FT (2.6
 OH0586'M) NE FROM THE NE CORNER OF A 2.5 METER (8.2 FT) SQUARE CONCRETE
 OH0586'PLATFORM THAT HOLDS TELEPHONE EQUIPMENT, 7.5 FT (2.3 M) S FROM A METAL
 OH0586'WITNESS POST.  RM NO 1 IS A STANDARD USCGS DISK STAMPED---IDA 80 14 NO
 OH0586'1 1959---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN
 OH0586'DIAMETER, RECESSED 10 CM BELOW THE GROUND.  THE STATION IS LOCATED
 OH0586'37.4 FT (11.4 M) E FROM THE CENTERLINE OF THE ROAD, 50.2 FT (15.3 M) S
 OH0586'FROM A POWER POLE, 17.1 FT (5.2 M) S FROM THE CENTERLINE OF ROAD
 OH0586'LEADING TO GRAVEL STORAGE AREA, AND SAME ELEVATION AS THE STATION.  RM
 OH0586'NO 2 IS A STANDARD USCGS DISK STAMPED---IDA 80 14 NO 2 1959----, SET
 OH0586'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 25 CM IN DIAMETER,
 OH0586'RECESSED 30 CM BELOW THE GROUND.  THE STATION IS LOCATED 85.3 FT (26.0
 OH0586'M) E FROM THE CENTERLINE OF THE HWY, 60.7 FT (18.5 M) NE FROM THE NE
 OH0586'CORNER OF A 2.5 METERS (8.2 FT) SQUARE CONCRETE PLATFORM, 74.1 FT
 OH0586'(22.6 M) SE FROM A POWER POLE, AND 1.0 FT (0.3 M) LOWER THAN THE
 OH0586'STATION.  RM NO 3 IS A STANDARD NGS DISK STAMPED---IDA 80 14 1959 NO 3
 OH0586'1984---, SET INTO THE TOP OF THE NW ONE OF FOUR METAL POSTS AT EACH
 OH0586'CORNER OF A 2.5 METERS (8.2 FT) SQUARE CONCRETE SLAB THAT SUPPORTS
 OH0586'TELEPHONE EQUIPMENT.  THE STATION IS LOCATED 35.1 FT (10.7 M) E FROM
 OH0586'THE HWY, 14.1 FT (4.3 M) W FROM A WITNESS POST, AND 3.9 FT (1.2 M)
 OH0586'HIGHER THAN THE STATION.  10.7 METERS (35.1 FT) E, 4.3 W, 1.2 METERS
 OH0586'(3.9 FT) H
 OH0586
 OH0586                          STATION RECOVERY (2003)
 OH0586
 OH0586'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (PRS)
 OH0586'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0587 ***********************************************************************
 OH0587  DESIGNATION -  IDA 80 14 RM 1
 OH0587  PID         -  OH0587
 OH0587  STATE/COUNTY-  ID/CANYON
 OH0587  USGS QUAD   -  CALDWELL (1971)
 OH0587
 OH0587                         *CURRENT SURVEY CONTROL
 OH0587  ___________________________________________________________________
 OH0587* NAD 83(1986)-  43 42 18.     (N)    116 41 40.     (W)     SCALED    
 OH0587* NAVD 88     -       753.542  (meters)    2472.25   (feet)  ADJUSTED  
 OH0587  ___________________________________________________________________
 OH0587  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 OH0587  DYNAMIC HT  -         753.295 (meters)    2471.44  (feet)  COMP
 OH0587  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 OH0587
 OH0587  VERT ORDER  -  SECOND    CLASS 0
 OH0587
 OH0587.The horizontal coordinates were scaled from a topographic map and have
 OH0587.an estimated accuracy of +/- 6 seconds.
 OH0587
 OH0587.The orthometric height was determined by differential leveling
 OH0587.and adjusted by the National Geodetic Survey in June 1991..
 OH0587
 OH0587.The geoid height was determined by GEOID03.
 OH0587
 OH0587.The dynamic height is computed by dividing the NAVD 88
 OH0587.geopotential number by the normal gravity value computed on the
 OH0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0587.degrees latitude (g = 980.6199 gals.).
 OH0587
 OH0587.The modeled gravity was interpolated from observed gravity values.
 OH0587
 OH0587;                    North         East    Units  Estimated Accuracy
 OH0587;SPC ID W     -   226,850.      723,880.      MT  (+/- 180 meters Scaled)
 OH0587
 OH0587                          SUPERSEDED SURVEY CONTROL
 OH0587
 OH0587  NGVD 29 (??/??/92)  752.604  (m)         2469.17   (f) ADJ UNCH    2 0
 OH0587
 OH0587.Superseded values are not recommended for survey control.
 OH0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0587.See file dsdata.txt to determine how the superseded data were derived.
 OH0587
 OH0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ246391(NAD 83)
 OH0587_MARKER: DR = REFERENCE MARK DISK
 OH0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0587_STAMPING: IDA 80-14 NO 1 1959
 OH0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0587+STABILITY: SURFACE MOTION
 OH0587
 OH0587  HISTORY     - Date     Condition        Report By
 OH0587  HISTORY     - 1959     MONUMENTED       CGS
 OH0587  HISTORY     - 1970     GOOD             NGS
 OH0587  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0587
 OH0587                          STATION DESCRIPTION
 OH0587
 OH0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0587'2.5 MI NW FROM CALDWELL.
 OH0587'2.6 MILES NORTHWEST ALONG INTERSTATE 80N FROM THE JUNCTION OF
 OH0587'INTERSATE 80N, AND KIMBALL AVENUE AT CALDWELL, TO THE MIDDLETON EXIT,
 OH0587'AND THE JUNCTION WITH STATE HIGHWAY 44, THENCE EAST ON STATE HIGHWAY
 OH0587'44 FOR 0.15 MILE TO A CROSSROAD, THENCE SOUTHEAST ON THE MACADAM ROAD
 OH0587'FOR 0.1 MILE TO THE BENCH MARK ON THE LEFT, 58 FEET SOUTHEAST OF A
 OH0587'POWER POLE WITH A METER, 42 FEET NORTHWEST OF A METAL WITNESS POST,
 OH0587'47.00 FEET ORTHWEST OF TRIANGULATION STATION IDA 80-14 1959, AND 38
 OH0587'FEET EAST OF THE CENTER OF THE MACADAM ROAD SET IN A 10-INCH SQUARE
 OH0587'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 OH0587
 OH0587                          STATION RECOVERY (1983)
 OH0587
 OH0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0585 ***********************************************************************
 OH0585  DESIGNATION -  IDA 80 14 RM 2
 OH0585  PID         -  OH0585
 OH0585  STATE/COUNTY-  ID/CANYON
 OH0585  USGS QUAD   -  CALDWELL (1971)
 OH0585
 OH0585                         *CURRENT SURVEY CONTROL
 OH0585  ___________________________________________________________________
 OH0585* NAD 83(1986)-  43 42 17.     (N)    116 41 41.     (W)     SCALED    
 OH0585* NAVD 88     -       753.430  (meters)    2471.88   (feet)  ADJUSTED  
 OH0585  ___________________________________________________________________
 OH0585  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 OH0585  DYNAMIC HT  -         753.184 (meters)    2471.07  (feet)  COMP
 OH0585  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 OH0585
 OH0585  VERT ORDER  -  SECOND    CLASS 0
 OH0585
 OH0585.The horizontal coordinates were scaled from a topographic map and have
 OH0585.an estimated accuracy of +/- 6 seconds.
 OH0585
 OH0585.The orthometric height was determined by differential leveling
 OH0585.and adjusted by the National Geodetic Survey in June 1991..
 OH0585
 OH0585.The geoid height was determined by GEOID03.
 OH0585
 OH0585.The dynamic height is computed by dividing the NAVD 88
 OH0585.geopotential number by the normal gravity value computed on the
 OH0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0585.degrees latitude (g = 980.6199 gals.).
 OH0585
 OH0585.The modeled gravity was interpolated from observed gravity values.
 OH0585
 OH0585;                    North         East    Units  Estimated Accuracy
 OH0585;SPC ID W     -   226,820.      723,860.      MT  (+/- 180 meters Scaled)
 OH0585
 OH0585                          SUPERSEDED SURVEY CONTROL
 OH0585
 OH0585  NGVD 29 (??/??/92)  752.492  (m)         2468.80   (f) ADJ UNCH    2 0
 OH0585
 OH0585.Superseded values are not recommended for survey control.
 OH0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0585.See file dsdata.txt to determine how the superseded data were derived.
 OH0585
 OH0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ245391(NAD 83)
 OH0585_MARKER: DR = REFERENCE MARK DISK
 OH0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0585_STAMPING: IDA 80-14 NO 2 1959
 OH0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0585+STABILITY: SURFACE MOTION
 OH0585
 OH0585  HISTORY     - Date     Condition        Report By
 OH0585  HISTORY     - 1959     MONUMENTED       CGS
 OH0585  HISTORY     - 1970     GOOD             NGS
 OH0585
 OH0585                          STATION DESCRIPTION
 OH0585
 OH0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0585'2.5 MI NW FROM CALDWELL.
 OH0585'2.6 MILES NORTHWEST ALONG INTERSTATE 80N FROM THE JUNCTION OF
 OH0585'INTERSTATE 80N, AND KIMBALL AVENUE AT CALDWELL, TO THE MIDDLETON EXIT,
 OH0585'AND THE JUNCTION WITH STATE HIGHWAY 44, THENCE EAST ON STATE HIGHWAY
 OH0585'44 FOR 0.15 MILE TO A CROSSROAD, THENCE SOUTHEAST ON THE MACADAM ROAD
 OH0585'FOR 0.1 MILE TO THE BENCH MARK ON THE LEFT, 81 FEET SOUTHEAST OF A
 OH0585'POWER POLE WITH A METER, 72 FEET EAST OF THE CENTER OF THE MACADAM
 OH0585'ROAD, 36.08 FEET NORTH-NORTHEAST OF TRIANGULATION STATION IDA 80-14
 OH0585'1959, AND 29 FEET NORTH-NORTHEAST OF A METAL WITNESS POST SET IN A
 OH0585'10-INCH SQUARE CONCRETE MONUMENT THAT IS 15 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1496 ***********************************************************************
 OH1496  DESIGNATION -  IDA 80 14 RM 3
 OH1496  PID         -  OH1496
 OH1496  STATE/COUNTY-  ID/CANYON
 OH1496  USGS QUAD   -  CALDWELL (1971)
 OH1496
 OH1496                         *CURRENT SURVEY CONTROL
 OH1496  ___________________________________________________________________
 OH1496* NAD 83(1986)-  43 42 17.     (N)    116 41 40.     (W)     SCALED    
 OH1496* NAVD 88     -       754.51   (meters)    2475.4    (feet)  RESET     
 OH1496  ___________________________________________________________________
 OH1496  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 OH1496
 OH1496  VERT ORDER  -  THIRD
 OH1496
 OH1496.The horizontal coordinates were scaled from a topographic map and have
 OH1496.an estimated accuracy of +/- 6 seconds.
 OH1496
 OH1496.The orthometric height was computed from unverified reset data.
 OH1496.No vertical observational check was made to the station.
 OH1496
 OH1496.The geoid height was determined by GEOID03.
 OH1496
 OH1496;                    North         East    Units  Estimated Accuracy
 OH1496;SPC ID W     -   226,820.      723,880.      MT  (+/- 180 meters Scaled)
 OH1496
 OH1496                          SUPERSEDED SURVEY CONTROL
 OH1496
 OH1496  NGVD 29 (03/27/06)  753.58   (m)         2472.4    (f) RESET       3  
 OH1496
 OH1496.Superseded values are not recommended for survey control.
 OH1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1496.See file dsdata.txt to determine how the superseded data were derived.
 OH1496
 OH1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ246391(NAD 83)
 OH1496_MARKER: P = PIPE CAP
 OH1496_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1496_SP_SET: PIPE
 OH1496_STAMPING: IDA 80 14 1959 NO 3 1984
 OH1496_MARK LOGO: NGS   
 OH1496_PROJECTION: FLUSH
 OH1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1496_ROD/PIPE-DEPTH: 1.2  meters
 OH1496
 OH1496  HISTORY     - Date     Condition        Report By
 OH1496  HISTORY     - 1984     MONUMENTED       NGS
 OH1496
 OH1496                          STATION DESCRIPTION
 OH1496
 OH1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OH1496'1.8 KM (1.10 MI) NE FROM CALDWELL.
 OH1496'FROM THE INTERSECTION OF I 84 AND STATE HIGHWAY 44 (EXIT 25) GO EAST
 OH1496'ON HIGHWAY 44 FOR 0.2 KM (0.10 MI) TURN RIGHT ONTO OLD HIGHWAY 30 AND
 OH1496'GO 0.2 KM (0.10 MI) TO THE MARK ON THE LEFT, 10.7 METERS EAST FROM
 OH1496'THE CENTERLINE OF THE HIGHWAY, 4.6 METERS SOUTH SOUTHWEST FROM IDA 80
 OH1496'14, 16.1 METERS SOUTH OF RM 1, AND 4.3 METERS WEST FROM A WITNESS
 OH1496'POST, IN THE TOP OF THE NORTHWEST ONE OF FOUR METAL POSTS AT EACH
 OH1496'CORNER OF A 2.5 METER SQUARE CONCRETE SLAB THAT SUPPORTS TELEPHONE
 OH1496'EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1032 ***********************************************************************
 NU1032  DESIGNATION -  IDA 80 140
 NU1032  PID         -  NU1032
 NU1032  STATE/COUNTY-  ID/CASSIA
 NU1032  USGS QUAD   -  SUBLETT (1985)
 NU1032
 NU1032                         *CURRENT SURVEY CONTROL
 NU1032  ___________________________________________________________________
 NU1032* NAD 83(1994)-  42 18 39.89175(N)    113 10 32.31783(W)     ADJUSTED  
 NU1032* NAVD 88     -      1501.027  (meters)    4924.62   (feet)  ADJUSTED  
 NU1032  ___________________________________________________________________
 NU1032  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 NU1032  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NU1032  DYNAMIC HT  -        1500.047 (meters)    4921.40  (feet)  COMP
 NU1032  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 NU1032
 NU1032  HORZ ORDER  -  SECOND
 NU1032  VERT ORDER  -  SECOND    CLASS 0
 NU1032
 NU1032.The horizontal coordinates were established by classical geodetic methods
 NU1032.and adjusted by the National Geodetic Survey in November 1997..
 NU1032
 NU1032.The orthometric height was determined by differential leveling
 NU1032.and adjusted by the National Geodetic Survey in June 1991..
 NU1032
 NU1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1032
 NU1032.The geoid height was determined by GEOID03.
 NU1032
 NU1032.The dynamic height is computed by dividing the NAVD 88
 NU1032.geopotential number by the normal gravity value computed on the
 NU1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1032.degrees latitude (g = 980.6199 gals.).
 NU1032
 NU1032.The modeled gravity was interpolated from observed gravity values.
 NU1032
 NU1032;                    North         East     Units Scale Factor Converg.
 NU1032;SPC ID C     -    71,902.437   567,961.523   MT  1.00000418   +0 33 17.8
 NU1032;UTM  12      - 4,686,608.345   320,694.479   MT  0.99999559   -1 27 53.8
 NU1032
 NU1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1032!SPC ID C     -   0.99976688  x   1.00000418  =   0.99977106
 NU1032!UTM  12      -   0.99976688  x   0.99999559  =   0.99976247
 NU1032
 NU1032:                Primary Azimuth Mark                     Grid Az
 NU1032:SPC ID C     -  IDA 80 141 AZ MK                         165 05 16.1
 NU1032:UTM  12      -  IDA 80 141 AZ MK                         167 06 27.7
 NU1032
 NU1032|---------------------------------------------------------------------|
 NU1032| PID    Reference Object                     Distance      Geod. Az  |
 NU1032|                                                           dddmmss.s |
 NU1032| NU1693 IDA 80 141 AZ MK                    APPROX. 4.7 KM 1653833.9 |
 NU1032| NU1035 IDA 80 140 AZ MK                                   1800031.3 |
 NU1032| NU1034 IDA 80 140 RM 2                      11.360 METERS 18415     |
 NU1032| NU1033 IDA 80 140 RM 1                      11.650 METERS 35639     |
 NU1032|---------------------------------------------------------------------|
 NU1032
 NU1032                          SUPERSEDED SURVEY CONTROL
 NU1032
 NU1032  NAD 83(1992)-  42 18 39.89044(N)    113 10 32.31377(W) AD(       ) 2
 NU1032  NAD 83(1986)-  42 18 39.88876(N)    113 10 32.31068(W) AD(       ) 2
 NU1032  NAD 27      -  42 18 40.19500(N)    113 10 29.33020(W) AD(       ) 2
 NU1032  NGVD 29 (??/??/92) 1499.955  (m)         4921.10   (f) ADJ UNCH    2 0
 NU1032
 NU1032.Superseded values are not recommended for survey control.
 NU1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1032.See file dsdata.txt to determine how the superseded data were derived.
 NU1032
 NU1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2069486608(NAD 83)
 NU1032_MARKER: DS = TRIANGULATION STATION DISK
 NU1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1032_STAMPING: IDA 80-140 1960
 NU1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1032+STABILITY: SURFACE MOTION
 NU1032
 NU1032  HISTORY     - Date     Condition        Report By
 NU1032  HISTORY     - 1960     MONUMENTED       CGS
 NU1032  HISTORY     - 1960     GOOD             CGS
 NU1032
 NU1032                          STATION DESCRIPTION
 NU1032
 NU1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1032'THE STATION IS 10 MILES EAST OF MALTA, 1-1/2 MILES SOUTHWEST
 NU1032'OF SUBLETT, WITHIN THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH
 NU1032'GRAVELED ROAD.
 NU1032'
 NU1032'TO REACH THE STATION FROM THE POST OFFICE IN MALTA, DRIVE
 NU1032'NORTH ON U.S. HIGHWAY 30S FOR 0.5 MILE TO A CROSSROAD.  TURN
 NU1032'RIGHT AND DRIVE EAST AND NORTHEAST FOR 3.5 MILES TO AN INVERTED
 NU1032'Y-FORK.  CONTINUE EAST ON THE GRAVELED ROAD FOR 6.5 MILES TO
 NU1032'A CROSSROAD.  TURN RIGHT AND DRIVE SOUTH FOR 1.1 MILES TO THE
 NU1032'STATION ON THE RIGHT.
 NU1032'
 NU1032'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 ARE
 NU1032'STANDARD DISKS SET IN THE TOPS OF CYLINDRICAL CONCRETE POSTS
 NU1032'ABOUT 12 INCHES IN DIAMETER.
 NU1032'
 NU1032'THE STATION MARK, STAMPED IDA 80-140 1960, IS 30.0 FEET WEST
 NU1032'OF THE CENTER OF THE GRAVELED ROAD, 5.5 FEET SOUTHEAST OF A
 NU1032'METAL WITNESS POST WITH SIGN AND 4 FEET EAST OF WEST
 NU1032'RIGHT-OF-WAY FENCE.  IT PROJECTS 3 INCHES ABOVE THE GROUND
 NU1032'SURFACE.
 NU1032'
 NU1032'REFERENCE MARKS 1 AND 2, STAMPED IDA 80-140 NO 1 1960 AND
 NU1032'IDA 80-140 NO 2 1960, ARE EACH 32.5 FEET WEST OF THE CENTER OF THE
 NU1032'ROAD, 1.5 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AND PROJECTS
 NU1032'2 AND 4 INCHES ABOVE THE GROUND SURFACE.
 NU1032'
 NU1032'THE AZIMUTH MARK, STAMPED IDA 80-140 1960, IS SITUATED 20 FEET
 NU1032'EAST OF THE CENTER OF THE GRAVELED ROAD, 3.5 FEET NORTH OF A
 NU1032'POWER POLE, 2.5 FEET NORTHWEST OF A METAL WITNESS POST WITH
 NU1032'SIGN AND 2.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.  IT
 NU1032'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 NU1032'
 NU1032'TO REACH THE AZIMUTH FROM THE STATION, CONTINUE SOUTH ALONG
 NU1032'THE GRAVELED ROAD FOR 0.8 MILE TO A GROUP OF RANCH BUILDINGS
 NU1032'ON EITHER SIDE OF THE ROAD.  CONTINUE SOUTH ON THE ROAD FOR
 NU1032'0.1 MILE TO THE MARK ON THE LEFT.
 NU1032
 NU1032                          STATION RECOVERY (1960)
 NU1032
 NU1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU1032'11.55 MI SE FROM MALTA.
 NU1032'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1032'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A INTERSECTION, THENCE 1.1
 NU1032'MILES SOUTH, 38.22 FEET SOUTH OF R.M. 1, 37.27 FEET NORTH OF R.M. 2,
 NU1032'5.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN, 30 FEET WEST OF
 NU1032'THE CENTERLINE OF THE ROAD, 4 FEET EAST OF A FENCE LINE, SET IN A
 NU1032'CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1035 ***********************************************************************
 NU1035  DESIGNATION -  IDA 80 140 AZ MK
 NU1035  PID         -  NU1035
 NU1035  STATE/COUNTY-  ID/CASSIA
 NU1035  USGS QUAD   -  SUBLETT (1985)
 NU1035
 NU1035                         *CURRENT SURVEY CONTROL
 NU1035  ___________________________________________________________________
 NU1035* NAD 83(1986)-  42 17 53.     (N)    113 10 32.     (W)     SCALED    
 NU1035* NAVD 88     -      1504.437  (meters)    4935.81   (feet)  ADJUSTED  
 NU1035  ___________________________________________________________________
 NU1035  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NU1035  DYNAMIC HT  -        1503.452 (meters)    4932.58  (feet)  COMP
 NU1035  MODELED GRAV-     979,914.4   (mgal)                       NAVD 88
 NU1035
 NU1035  VERT ORDER  -  SECOND    CLASS 0
 NU1035
 NU1035.The horizontal coordinates were scaled from a topographic map and have
 NU1035.an estimated accuracy of +/- 6 seconds.
 NU1035
 NU1035.The orthometric height was determined by differential leveling
 NU1035.and adjusted by the National Geodetic Survey in June 1991..
 NU1035
 NU1035.The geoid height was determined by GEOID03.
 NU1035
 NU1035.The dynamic height is computed by dividing the NAVD 88
 NU1035.geopotential number by the normal gravity value computed on the
 NU1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1035.degrees latitude (g = 980.6199 gals.).
 NU1035
 NU1035.The modeled gravity was interpolated from observed gravity values.
 NU1035
 NU1035;                    North         East    Units  Estimated Accuracy
 NU1035;SPC ID C     -    70,460.      567,980.      MT  (+/- 180 meters Scaled)
 NU1035
 NU1035                          SUPERSEDED SURVEY CONTROL
 NU1035
 NU1035  NGVD 29 (??/??/92) 1503.363  (m)         4932.28   (f) ADJ UNCH    2 0
 NU1035
 NU1035.Superseded values are not recommended for survey control.
 NU1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1035.See file dsdata.txt to determine how the superseded data were derived.
 NU1035
 NU1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM206851(NAD 83)
 NU1035_MARKER: DZ = AZIMUTH MARK DISK
 NU1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1035_STAMPING: IDA 80-140 1960
 NU1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1035+STABILITY: SURFACE MOTION
 NU1035
 NU1035  HISTORY     - Date     Condition        Report By
 NU1035  HISTORY     - 1960     MONUMENTED       CGS
 NU1035
 NU1035                          STATION DESCRIPTION
 NU1035
 NU1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1035'12.5 MI SE FROM MALTA.
 NU1035'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1035'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A GRAVEL ROAD, THENCE 2.0
 NU1035'MILES SOUTH, 20 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.5 FEET
 NU1035'NORTHWEST OF A METAL WITNESS POST WITH SIGN, 3.5 FEET NORTH OF A POWER
 NU1035'POLE, 2 FEET WEST OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 NU1035'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1033 ***********************************************************************
 NU1033  DESIGNATION -  IDA 80 140 RM 1
 NU1033  PID         -  NU1033
 NU1033  STATE/COUNTY-  ID/CASSIA
 NU1033  USGS QUAD   -  SUBLETT (1985)
 NU1033
 NU1033                         *CURRENT SURVEY CONTROL
 NU1033  ___________________________________________________________________
 NU1033* NAD 83(1986)-  42 18 43.     (N)    113 10 36.     (W)     SCALED    
 NU1033* NAVD 88     -      1500.876  (meters)    4924.12   (feet)  ADJUSTED  
 NU1033  ___________________________________________________________________
 NU1033  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NU1033  DYNAMIC HT  -        1499.895 (meters)    4920.91  (feet)  COMP
 NU1033  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 NU1033
 NU1033  VERT ORDER  -  SECOND    CLASS 0
 NU1033
 NU1033.The horizontal coordinates were scaled from a topographic map and have
 NU1033.an estimated accuracy of +/- 6 seconds.
 NU1033
 NU1033.The orthometric height was determined by differential leveling
 NU1033.and adjusted by the National Geodetic Survey in June 1991..
 NU1033
 NU1033.The geoid height was determined by GEOID03.
 NU1033
 NU1033.The dynamic height is computed by dividing the NAVD 88
 NU1033.geopotential number by the normal gravity value computed on the
 NU1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1033.degrees latitude (g = 980.6199 gals.).
 NU1033
 NU1033.The modeled gravity was interpolated from observed gravity values.
 NU1033
 NU1033;                    North         East    Units  Estimated Accuracy
 NU1033;SPC ID C     -    72,000.      567,880.      MT  (+/- 180 meters Scaled)
 NU1033
 NU1033                          SUPERSEDED SURVEY CONTROL
 NU1033
 NU1033  NGVD 29 (??/??/92) 1499.804  (m)         4920.61   (f) ADJ UNCH    2 0
 NU1033
 NU1033.Superseded values are not recommended for survey control.
 NU1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1033.See file dsdata.txt to determine how the superseded data were derived.
 NU1033
 NU1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM206867(NAD 83)
 NU1033_MARKER: DR = REFERENCE MARK DISK
 NU1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1033_STAMPING: IDA 80-140 NO 1 1960
 NU1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1033+STABILITY: SURFACE MOTION
 NU1033
 NU1033  HISTORY     - Date     Condition        Report By
 NU1033  HISTORY     - 1960     MONUMENTED       CGS
 NU1033
 NU1033                          STATION DESCRIPTION
 NU1033
 NU1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1033'11.55 MI SE FROM MALTA.
 NU1033'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1033'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A INTERSECTION, THENCE 1.1
 NU1033'MILES SOUTH, 38.22 FEET NORTH OF THE STATION, SET IN A CYLINDRICAL
 NU1033'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1034 ***********************************************************************
 NU1034  DESIGNATION -  IDA 80 140 RM 2
 NU1034  PID         -  NU1034
 NU1034  STATE/COUNTY-  ID/CASSIA
 NU1034  USGS QUAD   -  SUBLETT (1985)
 NU1034
 NU1034                         *CURRENT SURVEY CONTROL
 NU1034  ___________________________________________________________________
 NU1034* NAD 83(1986)-  42 18 43.     (N)    113 10 36.     (W)     SCALED    
 NU1034* NAVD 88     -      1500.965  (meters)    4924.42   (feet)  ADJUSTED  
 NU1034  ___________________________________________________________________
 NU1034  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NU1034  DYNAMIC HT  -        1499.985 (meters)    4921.20  (feet)  COMP
 NU1034  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 NU1034
 NU1034  VERT ORDER  -  SECOND    CLASS 0
 NU1034
 NU1034.The horizontal coordinates were scaled from a topographic map and have
 NU1034.an estimated accuracy of +/- 6 seconds.
 NU1034
 NU1034.The orthometric height was determined by differential leveling
 NU1034.and adjusted by the National Geodetic Survey in June 1991..
 NU1034
 NU1034.The geoid height was determined by GEOID03.
 NU1034
 NU1034.The dynamic height is computed by dividing the NAVD 88
 NU1034.geopotential number by the normal gravity value computed on the
 NU1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1034.degrees latitude (g = 980.6199 gals.).
 NU1034
 NU1034.The modeled gravity was interpolated from observed gravity values.
 NU1034
 NU1034;                    North         East    Units  Estimated Accuracy
 NU1034;SPC ID C     -    72,000.      567,880.      MT  (+/- 180 meters Scaled)
 NU1034
 NU1034                          SUPERSEDED SURVEY CONTROL
 NU1034
 NU1034  NGVD 29 (??/??/92) 1499.894  (m)         4920.90   (f) ADJ UNCH    2 0
 NU1034
 NU1034.Superseded values are not recommended for survey control.
 NU1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1034.See file dsdata.txt to determine how the superseded data were derived.
 NU1034
 NU1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM206867(NAD 83)
 NU1034_MARKER: DR = REFERENCE MARK DISK
 NU1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1034_STAMPING: IDA 80-140 NO 2 1960
 NU1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1034+STABILITY: SURFACE MOTION
 NU1034
 NU1034  HISTORY     - Date     Condition        Report By
 NU1034  HISTORY     - 1960     MONUMENTED       CGS
 NU1034
 NU1034                          STATION DESCRIPTION
 NU1034
 NU1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1034'11.55 MI SE FROM MALTA.
 NU1034'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1034'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A INTERSECTION, THENCE 1.1
 NU1034'MILES SOUTH, 37.27 FEET SOUTH OF THE STATION, SET IN A CYLINDRICAL
 NU1034'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1692 ***********************************************************************
 NU1692  DESIGNATION -  IDA 80 141
 NU1692  PID         -  NU1692
 NU1692  STATE/COUNTY-  ID/CASSIA
 NU1692  USGS QUAD   -  SUBLETT (1985)
 NU1692
 NU1692                         *CURRENT SURVEY CONTROL
 NU1692  ___________________________________________________________________
 NU1692* NAD 83(1994)-  42 16 28.44207(N)    113 08 12.88714(W)     ADJUSTED  
 NU1692* NAVD 88     -      1559.7    (meters)    5117.     (feet)  VERTCON   
 NU1692  ___________________________________________________________________
 NU1692  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 NU1692  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NU1692
 NU1692  HORZ ORDER  -  SECOND
 NU1692
 NU1692.The horizontal coordinates were established by classical geodetic methods
 NU1692.and adjusted by the National Geodetic Survey in November 1997..
 NU1692
 NU1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1692
 NU1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1692
 NU1692.The geoid height was determined by GEOID03.
 NU1692
 NU1692;                    North         East     Units Scale Factor Converg.
 NU1692;SPC ID C     -    67,878.345   571,195.699   MT  1.00000971   +0 34 50.2
 NU1692;SPC ID E     -    67,973.486   119,964.677   MT  1.00002616   -0 39 09.7
 NU1692;UTM  12      - 4,682,472.875   323,784.806   MT  0.99998208   -1 26 16.2
 NU1692
 NU1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1692!SPC ID C     -   0.99975767  x   1.00000971  =   0.99976738
 NU1692!SPC ID E     -   0.99975767  x   1.00002616  =   0.99978382
 NU1692!UTM  12      -   0.99975767  x   0.99998208  =   0.99973975
 NU1692
 NU1692|---------------------------------------------------------------------|
 NU1692| PID    Reference Object                     Distance      Geod. Az  |
 NU1692|                                                           dddmmss.s |
 NU1692| CM4920 IDA 80 141 RM 1                       8.307 METERS 09351     |
 NU1692| CM4921 IDA 80 141 RM 2                       8.274 METERS 18252     |
 NU1692| NU1693 IDA 80 141 AZ MK                    APPROX. 2.1 KM 2560214.9 |
 NU1692|---------------------------------------------------------------------|
 NU1692
 NU1692                          SUPERSEDED SURVEY CONTROL
 NU1692
 NU1692  NAD 83(1992)-  42 16 28.43843(N)    113 08 12.87982(W) AD(       ) 2
 NU1692  NAD 83(1986)-  42 16 28.43723(N)    113 08 12.87743(W) AD(       ) 2
 NU1692  NAD 27      -  42 16 28.74200(N)    113 08 09.90270(W) AD(       ) 2
 NU1692  NGVD 29 (07/19/86) 1558.6    (m)         5114.     (f) VERT ANG       
 NU1692
 NU1692.Superseded values are not recommended for survey control.
 NU1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1692.See file dsdata.txt to determine how the superseded data were derived.
 NU1692
 NU1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2378582473(NAD 83)
 NU1692_MARKER: DS = TRIANGULATION STATION DISK
 NU1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1692
 NU1692  HISTORY     - Date     Condition        Report By
 NU1692  HISTORY     - 1960     MONUMENTED       CGS
 NU1692
 NU1692                          STATION DESCRIPTION
 NU1692
 NU1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1692'THE STATION IS 11-1/2 MILES EAST OF MALTA, 1/4 MILE NORTH
 NU1692'OF THE MOUTH OF COLD SPRINGS CANYON, WITHIN THE WEST RIGHT-OF-WAY
 NU1692'FENCE OF A NORTH-SOUTH LANE WHICH RUNS NORTH FROM COLD SPRINGS
 NU1692'CANYON THROUGH CULTIVATED LAND.
 NU1692'
 NU1692'TO REACH THE STATION FROM THE GRAIN ELEVATOR AND BEACON AT
 NU1692'IDAHOME, 8.0 MILES NORTH OF MALTA, DRIVE SOUTH ON U.S. HIGHWAY
 NU1692'30S FOR 5.1 MILES TO A GRAVELED SIDE ROAD ON THE LEFT.  TURN
 NU1692'LEFT AND DRIVE EAST AND SOUTHEAST FOR 3.9 MILES TO AN INVERTED
 NU1692'Y-FORK.  CONTINUE STRAIGHT AHEAD, EAST, ON THE GRAVELED ROAD
 NU1692'FOR 6.5 MILES TO A CROSSROAD.  TURN RIGHT AND DRIVE SOUTH
 NU1692'AND SOUTHEAST FOR 4.8 MILES TO A SIDE ROAD LEFT*.  TURN LEFT,
 NU1692'EAST, UP THE CANYON FOR 0.3 MILE TO A GATE, SIDE ROAD LEFT
 NU1692'AND SIGN, COLD SPRINGS CANYON.  TURN LEFT AND DRIVE NORTH
 NU1692'ALONG THE LANE FOR 0.3 MILE TO THE STATION.
 NU1692'
 NU1692'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 NU1692'ARE STANDARD DISKS SET IN THE TOPS OF CYLINDRICAL CONCRETE
 NU1692'POSTS, 12 INCHES IN DIAMETER, PROJECTING 4 TO 6 INCHES ABOVE
 NU1692'THE GROUND.
 NU1692'
 NU1692'STATION MARK, STAMPED IDA 80-141 1960, IS 4.5 FEET SOUTH OF
 NU1692'A METAL WITNESS POST WITH SIGN AND 3 FEET EAST OF THE WEST
 NU1692'LANE FENCE.
 NU1692'
 NU1692'REFERENCE MARK 1, STAMPED IDA 80-141 NO 1 1960, IS 1.5 FEET
 NU1692'WEST OF THE EAST LANE FENCE AND 14.5 FEET EAST OF THE CENTER
 NU1692'OF THE LANE.
 NU1692'
 NU1692'REFERENCE MARK 2, STAMPED IDA 80-141 NO 2 1960, IS 14.0 FEET
 NU1692'WEST OF THE CENTER OF THE LANE AND 2 FEET EAST OF THE WEST LANE
 NU1692'FENCE.
 NU1692'
 NU1692'AZIMUTH MARK IS 36.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 NU1692'ROAD, 3.0 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND
 NU1692'3.0 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 NU1692'
 NU1692'*TO REACH THE AZIMUTH MARK, DRIVE NORTHWEST ON THE GRAVELED
 NU1692'ROAD FOR 0.3 MILE TO A Y-FORK.  KEEP THE LEFT FORK, WEST,
 NU1692'FOR 0.7 MILE TO THE SUMMIT OF A RIDGE AND THE MARK ON THE
 NU1692'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1693 ***********************************************************************
 NU1693  DESIGNATION -  IDA 80 141 AZ MK
 NU1693  PID         -  NU1693
 NU1693  STATE/COUNTY-  ID/CASSIA
 NU1693  USGS QUAD   -  SUBLETT (1985)
 NU1693
 NU1693                         *CURRENT SURVEY CONTROL
 NU1693  ___________________________________________________________________
 NU1693* NAD 83(1994)-  42 16 12.09080(N)    113 09 41.38216(W)     ADJUSTED  
 NU1693* NAVD 88     -      1536.6    (meters)    5041.     (feet)  VERTCON   
 NU1693  ___________________________________________________________________
 NU1693  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 NU1693  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NU1693
 NU1693  HORZ ORDER  -  THIRD
 NU1693
 NU1693.The horizontal coordinates were established by classical geodetic methods
 NU1693.and adjusted by the National Geodetic Survey in November 1997..
 NU1693
 NU1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1693
 NU1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1693
 NU1693.The geoid height was determined by GEOID03.
 NU1693
 NU1693;                    North         East     Units Scale Factor Converg.
 NU1693;SPC ID C     -    67,353.588   569,172.896   MT  1.00000622   +0 33 50.5
 NU1693;UTM  12      - 4,682,019.696   321,744.820   MT  0.99999098   -1 27 15.3
 NU1693
 NU1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1693!SPC ID C     -   0.99976130  x   1.00000622  =   0.99976752
 NU1693!UTM  12      -   0.99976130  x   0.99999098  =   0.99975228
 NU1693
 NU1693:                Primary Azimuth Mark                     Grid Az
 NU1693:SPC ID C     -  IDA 80 141                               075 27 24.9
 NU1693:UTM  12      -  IDA 80 141                               077 28 30.7
 NU1693
 NU1693|---------------------------------------------------------------------|
 NU1693| PID    Reference Object                     Distance      Geod. Az  |
 NU1693|                                                           dddmmss.s |
 NU1693| NU1692 IDA 80 141                          APPROX. 2.1 KM 0760115.4 |
 NU1693| NU1704 BIRD                                APPROX. 7.5 KM 1791443.5 |
 NU1693|---------------------------------------------------------------------|
 NU1693
 NU1693                          SUPERSEDED SURVEY CONTROL
 NU1693
 NU1693  NAD 83(1992)-  42 16 12.08667(N)    113 09 41.37632(W) AD(       ) 3
 NU1693  NAD 83(1986)-  42 16 12.08558(N)    113 09 41.37361(W) AD(       ) 3
 NU1693  NAD 27      -  42 16 12.39060(N)    113 09 38.39620(W) AD(       ) 3
 NU1693  NGVD 29 (07/19/86) 1535.5    (m)         5038.     (f) VERT ANG       
 NU1693
 NU1693.Superseded values are not recommended for survey control.
 NU1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1693.See file dsdata.txt to determine how the superseded data were derived.
 NU1693
 NU1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2174582020(NAD 83)
 NU1693_MARKER: DZ = AZIMUTH MARK DISK
 NU1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1693+STABILITY: SURFACE MOTION
 NU1693
 NU1693  HISTORY     - Date     Condition        Report By
 NU1693  HISTORY     - 1960     MONUMENTED       CGS
 NU1693
 NU1693                          STATION DESCRIPTION
 NU1693
 NU1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1693'LOCATED 10-1/2 MILES EAST OF MALTA, 1 MILE WEST OF THE MOUTH
 NU1693'OF COLD SPRINGS CANYON ROAD.  ON THE RIGHT-OF-WAY OF A EAST-WEST
 NU1693'GRAVEL ROAD.
 NU1693'
 NU1693'REACH FROM THE POST OFFICE IN MALTA, GO SOUTH ON U.S. HIGHWAY
 NU1693'30S FOR 2.45 MILE TO A GRAVEL SIDE ROAD ON THE LEFT, TURN
 NU1693'LEFT AND GO SOUTHEAST AND EAST ON THE GRAVEL ROAD FOR 2.8
 NU1693'MILES TO A Y-FORK, KEEP LEFT AND GO EAST FOR 4.15 MILE TO
 NU1693'A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE EAST FOR
 NU1693'3.75 MILES TO THE MARK ON THE RIGHT.
 NU1693'
 NU1693'THE MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF
 NU1693'A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  THE
 NU1693'DISK IS STAMPED IDA 80-141 1960.  IT IS 36 FEET SOUTH OF THE
 NU1693'CENTER OF A EAST-WEST GRAVEL ROAD, 3 FEET NORTH OF A EAST-WEST
 NU1693'SECTION LINE FENCE AND 3 FEET EAST OF A METAL WITNESS POST
 NU1693'WITH SIGN.
 NU1693'
 NU1693'REFERENCE MARKS WERE NOT SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1696 ***********************************************************************
 NU1696  DESIGNATION -  IDA 80 142
 NU1696  PID         -  NU1696
 NU1696  STATE/COUNTY-  ID/CASSIA
 NU1696  USGS QUAD   -  SWEETZER CANYON (1985)
 NU1696
 NU1696                         *CURRENT SURVEY CONTROL
 NU1696  ___________________________________________________________________
 NU1696* NAD 83(1994)-  42 13 25.25003(N)    113 04 26.57706(W)     ADJUSTED  
 NU1696* NAVD 88     -      1730.0    (meters)    5676.     (feet)  VERTCON   
 NU1696  ___________________________________________________________________
 NU1696  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 NU1696  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 NU1696
 NU1696  HORZ ORDER  -  SECOND
 NU1696
 NU1696.The horizontal coordinates were established by classical geodetic methods
 NU1696.and adjusted by the National Geodetic Survey in November 1997..
 NU1696
 NU1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1696
 NU1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1696
 NU1696.The geoid height was determined by GEOID03.
 NU1696
 NU1696;                    North         East     Units Scale Factor Converg.
 NU1696;SPC ID C     -    62,280.638   576,442.782   MT  1.00001924   +0 37 20.3
 NU1696;SPC ID E     -    62,264.155   125,090.155   MT  1.00001639   -0 36 35.3
 NU1696;UTM  12      - 4,676,694.170   328,831.358   MT  0.99996051   -1 23 39.0
 NU1696
 NU1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1696!SPC ID C     -   0.99973095  x   1.00001924  =   0.99975019
 NU1696!SPC ID E     -   0.99973095  x   1.00001639  =   0.99974734
 NU1696!UTM  12      -   0.99973095  x   0.99996051  =   0.99969147
 NU1696
 NU1696|---------------------------------------------------------------------|
 NU1696| PID    Reference Object                     Distance      Geod. Az  |
 NU1696|                                                           dddmmss.s |
 NU1696| CM4922 IDA 80 142 RM 1                      22.485 METERS 16917     |
 NU1696| NU1041 IDA 80 142 AZ MK                    APPROX. 3.0 KM 3281756.5 |
 NU1696| CM4923 IDA 80 142 RM 2                       9.708 METERS 35318     |
 NU1696|---------------------------------------------------------------------|
 NU1696
 NU1696                          SUPERSEDED SURVEY CONTROL
 NU1696
 NU1696  NAD 83(1992)-  42 13 25.24571(N)    113 04 26.56735(W) AD(       ) 2
 NU1696  NAD 83(1986)-  42 13 25.24458(N)    113 04 26.56515(W) AD(       ) 2
 NU1696  NAD 27      -  42 13 25.54660(N)    113 04 23.59800(W) AD(       ) 2
 NU1696  NGVD 29 (07/19/86) 1728.9    (m)         5672.     (f) VERT ANG       
 NU1696
 NU1696.Superseded values are not recommended for survey control.
 NU1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1696.See file dsdata.txt to determine how the superseded data were derived.
 NU1696
 NU1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2883176694(NAD 83)
 NU1696_MARKER: DS = TRIANGULATION STATION DISK
 NU1696_SETTING: 66 = SET IN ROCK OUTCROP
 NU1696_STAMPING: IDA 80-142 1960
 NU1696_MARK LOGO: CGS   
 NU1696_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1696+STABILITY: POSITION/ELEVATION WELL
 NU1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1696+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1993
 NU1696
 NU1696  HISTORY     - Date     Condition        Report By
 NU1696  HISTORY     - 1960     MONUMENTED       CGS
 NU1696  HISTORY     - 19930410 GOOD             LOCENG
 NU1696
 NU1696                          STATION DESCRIPTION
 NU1696
 NU1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1696'THE STATION IS 20 MILES EAST-SOUTHEAST OF MALTA, 9 MILES
 NU1696'SOUTHEAST OF SUBLETT, ON THE HIGHEST POINT OF A PROMINENT
 NU1696'RIDGE EXTENDING WEST FROM A HIGHER HILL.  FROM THE STATION
 NU1696'SITE, THE RIDGE DESCENDS ABRUPTLY TO THE SUBLETT-JUNIPER
 NU1696'ROAD, PASSING AROUND THE WEST AND SOUTHWEST BASE OF THE RIDGE.
 NU1696'
 NU1696'TO REACH THE STATION FROM THE GRAIN ELEVATOR AND BEACON AT
 NU1696'IDAHOME, DRIVE SOUTH ON U.S. HIGHWAY 30S FOR 5.0 MILES TO A
 NU1696'GRAVELED SIDE ROAD ON THE LEFT.  TURN LEFT AND DRIVE EAST,
 NU1696'SOUTHEAST AND EAST ON THE GRAVELED ROAD FOR 10.4 MILES TO A
 NU1696'CROSSROAD.  TURN RIGHT AND CONTINUE SOUTH AND SOUTHEAST
 NU1696'TOWARDS JUNIPER FOR 8.3 MILES TO A GROUP OF RANCH BUILDINGS AND
 NU1696'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON
 NU1696'THE GRAVELED ROAD FOR 2.8 MILES TO A Y-FORK AT A CREEK
 NU1696'CROSSING.  KEEP THE LEFT FORK, EAST, ALONG THE NORTH SIDE OF THE
 NU1696'CREEK BOTTOM FOR 0.75 MILE, THENCE TURN LEFT ONTO AN OLD
 NU1696'TRACK ROAD AND DRIVE NORTH FOR 0.75 MILE TO THE SOUTH
 NU1696'EDGE OF A GRAIN FIELD AND FENCE.  TURN LEFT AND DRIVE
 NU1696'SOUTHWEST AND WEST ALONG THE FENCE FOR 0.6 MILE TO THE
 NU1696'SUMMIT OF A RIDGE, THENCE TURN LEFT AND DRIVE SOUTH AND
 NU1696'WEST ALONG THE CREST OF THE RIDGE FOR 0.5 MILE TO THE
 NU1696'SUMMIT OF THE HIGHEST HILL IN THE VICINITY.  CONTINUE
 NU1696'WEST, DESCENDING ALONG A RIDGE, FOR 0.25 MILE TO A
 NU1696'PROMINENT POINT AND THE STATION.
 NU1696'
 NU1696'THE STATION MARK, STAMPED IDA 80-142 1960, IS CEMENTED IN A
 NU1696'DRILL HOLE IN BEDROCK WHICH IS 8 INCHES BELOW THE GROUND
 NU1696'SURFACE.  IT IS ON THE HIGHEST POINT OF THE RIDGE.
 NU1696'
 NU1696'REFERENCE MARK 1, STAMPED IDA 80-142 NO 1 1960, IS A STANDARD
 NU1696'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 NU1696'THE GROUND.  IT IS ON THE SOUTHWEST SLOPE OF THE RIDGE, ABOUT
 NU1696'3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 NU1696'
 NU1696'REFERENCE MARK 2, STAMPED IDA 80-142 NO 2 1960, IS A STANDARD
 NU1696'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 NU1696'THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 NU1696'MARK.
 NU1696'
 NU1696'THE AZIMUTH MARK, STAMPED IDA 80-142 1960, IS A STANDARD DISK
 NU1696'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES IN
 NU1696'DIAMETER, PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 88.0
 NU1696'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 63.0 FEET
 NU1696'SOUTH OF THE SOUTHEAST CORNER OF A LARGE CONCRETE-BLOCK
 NU1696'BUILDING, AT THE SOUTHEAST CORNER OF A CORRAL, 3.5 FEET
 NU1696'NORTH OF A WIRE FENCE AND 1 FOOT EAST OF A WOODEN FENCE.
 NU1696
 NU1696                          STATION RECOVERY (1993)
 NU1696
 NU1696'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NU1696'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1041 ***********************************************************************
 NU1041  DESIGNATION -  IDA 80 142 AZ MK
 NU1041  PID         -  NU1041
 NU1041  STATE/COUNTY-  ID/CASSIA
 NU1041  USGS QUAD   -  SWEETZER CANYON (1985)
 NU1041
 NU1041                         *CURRENT SURVEY CONTROL
 NU1041  ___________________________________________________________________
 NU1041* NAD 83(1994)-  42 14 47.23055(N)    113 05 34.73036(W)     ADJUSTED  
 NU1041* NAVD 88     -      1566.921  (meters)    5140.81   (feet)  ADJUSTED  
 NU1041  ___________________________________________________________________
 NU1041  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 NU1041  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 NU1041  DYNAMIC HT  -        1565.848 (meters)    5137.29  (feet)  COMP
 NU1041  MODELED GRAV-     979,881.9   (mgal)                       NAVD 88
 NU1041
 NU1041  HORZ ORDER  -  THIRD
 NU1041  VERT ORDER  -  SECOND    CLASS 0
 NU1041
 NU1041.The horizontal coordinates were established by classical geodetic methods
 NU1041.and adjusted by the National Geodetic Survey in November 1997..
 NU1041
 NU1041.The orthometric height was determined by differential leveling
 NU1041.and adjusted by the National Geodetic Survey in June 1991..
 NU1041
 NU1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1041
 NU1041.The geoid height was determined by GEOID03.
 NU1041
 NU1041.The dynamic height is computed by dividing the NAVD 88
 NU1041.geopotential number by the normal gravity value computed on the
 NU1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1041.degrees latitude (g = 980.6199 gals.).
 NU1041
 NU1041.The modeled gravity was interpolated from observed gravity values.
 NU1041
 NU1041;                    North         East     Units Scale Factor Converg.
 NU1041;SPC ID C     -    64,793.240   574,852.945   MT  1.00001628   +0 36 35.4
 NU1041;SPC ID E     -    64,810.369   123,554.726   MT  1.00001925   -0 37 22.1
 NU1041;UTM  12      - 4,679,261.029   327,331.017   MT  0.99996686   -1 24 27.0
 NU1041
 NU1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1041!SPC ID C     -   0.99975652  x   1.00001628  =   0.99977280
 NU1041!SPC ID E     -   0.99975652  x   1.00001925  =   0.99977577
 NU1041!UTM  12      -   0.99975652  x   0.99996686  =   0.99972339
 NU1041
 NU1041                          SUPERSEDED SURVEY CONTROL
 NU1041
 NU1041  NAD 83(1992)-  42 14 47.22640(N)    113 05 34.72127(W) AD(       ) 3
 NU1041  NAD 83(1986)-  42 14 47.22517(N)    113 05 34.71886(W) AD(       ) 3
 NU1041  NAD 27      -  42 14 47.52900(N)    113 05 31.74900(W) AD(       ) 3
 NU1041  NGVD 29 (??/??/92) 1565.799  (m)         5137.13   (f) ADJ UNCH    2 0
 NU1041
 NU1041.Superseded values are not recommended for survey control.
 NU1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1041.See file dsdata.txt to determine how the superseded data were derived.
 NU1041
 NU1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2733179261(NAD 83)
 NU1041_MARKER: DZ = AZIMUTH MARK DISK
 NU1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1041_STAMPING: IDA 80-142 1960
 NU1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1041+STABILITY: SURFACE MOTION
 NU1041
 NU1041  HISTORY     - Date     Condition        Report By
 NU1041  HISTORY     - 1960     MONUMENTED       CGS
 NU1041  HISTORY     - 1960     GOOD             CGS
 NU1041
 NU1041                          STATION DESCRIPTION
 NU1041
 NU1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WH)
 NU1041'AT THE GRAIN ELEVATOR AND AIRWAY BEACON AT IDAHOME, SOUTH
 NU1041'ALONG U.S. HIGHWAY 30S FOR 5 MILES TO A GRAVEL SIDE ROAD TO
 NU1041'LEFT AND EAST, EAST AND SOUTHEAST ON THE GRAVEL ROAD FOR
 NU1041'10.4 MILES TO A CROSSROAD, THENCE RIGHT AND SOUTH AND SOUTHEAST
 NU1041'TOWARDS JUNIPER FOR 8.3 MILES TO A GROUP OF RANCH BUILDINGS.
 NU1041'88 FEET WEST FROM CENTER OF THE GRAVEL ROAD, 63 FEET SOUTH
 NU1041'OF THE SOUTHEAST CORNER OF A LARGE CONCRETE-BLOCK BUILDING,
 NU1041'AT THE SOUTHEAST CORNER OF A CORRAL, 3.5 FEET NORTH OF A WIRE
 NU1041'FENCE, AND 1 FOOT EAST FROM A WOODEN FENCE, SET IN A
 NU1041'CYLINDRICAL CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE THE
 NU1041'GROUND, AN AZIMUTH MARK DISK STAMPED IDA 80-142 1960.  THE MARK
 NU1041'WAS INTERSECTED FROM STATIONS COLD AND IDA 80-142.
 NU1041
 NU1041                          STATION RECOVERY (1960)
 NU1041
 NU1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU1041'18.3 MI SE FROM MALTA.
 NU1041'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1041'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A GRAVEL ROAD, THENCE 2.3
 NU1041'MILES SOUTH, THENCE 5.4 MILES SOUTHEAST ON GRAVEL ROAD LEADING TO
 NU1041'JUNIPER, 88 FEET WEST OF THE CENTERLINE OF THE ROAD, 63 FEET SOUTH OF
 NU1041'THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 3.5 FEET NORTH OF A
 NU1041'FENCE LINE, 3 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A
 NU1041'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1698 ***********************************************************************
 NU1698  DESIGNATION -  IDA 80 143
 NU1698  PID         -  NU1698
 NU1698  STATE/COUNTY-  ID/CASSIA
 NU1698  USGS QUAD   -  SWEETZER CANYON (1985)
 NU1698
 NU1698                         *CURRENT SURVEY CONTROL
 NU1698  ___________________________________________________________________
 NU1698* NAD 83(1994)-  42 11 27.42011(N)    113 02 08.40935(W)     ADJUSTED  
 NU1698* NAVD 88     -      1705.8    (meters)    5596.     (feet)  VERTCON   
 NU1698  ___________________________________________________________________
 NU1698  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 NU1698  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 NU1698
 NU1698  HORZ ORDER  -  SECOND
 NU1698
 NU1698.The horizontal coordinates were established by classical geodetic methods
 NU1698.and adjusted by the National Geodetic Survey in November 1997..
 NU1698
 NU1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1698
 NU1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1698
 NU1698.The geoid height was determined by GEOID03.
 NU1698
 NU1698;                    North         East     Units Scale Factor Converg.
 NU1698;SPC ID C     -    58,680.287   579,652.413   MT  1.00002541   +0 38 51.7
 NU1698;SPC ID E     -    58,595.674   128,221.625   MT  1.00001074   -0 35 01.1
 NU1698;UTM  12      - 4,672,983.401   331,912.150   MT  0.99994765   -1 22 02.9
 NU1698
 NU1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1698!SPC ID C     -   0.99973475  x   1.00002541  =   0.99976015
 NU1698!SPC ID E     -   0.99973475  x   1.00001074  =   0.99974549
 NU1698!UTM  12      -   0.99973475  x   0.99994765  =   0.99968241
 NU1698
 NU1698|---------------------------------------------------------------------|
 NU1698| PID    Reference Object                     Distance      Geod. Az  |
 NU1698|                                                           dddmmss.s |
 NU1698| CM4925 IDA 80 143 RM 2                      11.387 METERS 18023     |
 NU1698| NU1046 IDA 80 143 AZ MK                                   3450454.3 |
 NU1698| CM4924 IDA 80 143 RM 1                      10.699 METERS 35835     |
 NU1698|---------------------------------------------------------------------|
 NU1698
 NU1698                          SUPERSEDED SURVEY CONTROL
 NU1698
 NU1698  NAD 83(1992)-  42 11 27.41489(N)    113 02 08.39775(W) AD(       ) 2
 NU1698  NAD 83(1986)-  42 11 27.41381(N)    113 02 08.39574(W) AD(       ) 2
 NU1698  NAD 27      -  42 11 27.71400(N)    113 02 05.43460(W) AD(       ) 2
 NU1698  NGVD 29 (07/19/86) 1704.7    (m)         5593.     (f) VERT ANG       
 NU1698
 NU1698.Superseded values are not recommended for survey control.
 NU1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1698.See file dsdata.txt to determine how the superseded data were derived.
 NU1698
 NU1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3191272983(NAD 83)
 NU1698_MARKER: DS = TRIANGULATION STATION DISK
 NU1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1698
 NU1698  HISTORY     - Date     Condition        Report By
 NU1698  HISTORY     - 1960     MONUMENTED       CGS
 NU1698
 NU1698                          STATION DESCRIPTION
 NU1698
 NU1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1698'THE STATION IS 22 MILES EAST-SOUTHEAST OF MALTA, 0.8 MILE
 NU1698'SOUTH OF THE SUBLETTE-JUNIPER ROAD, ON THE CREST OF A CULTIVATED
 NU1698'RIDGE, ON THE EAST SIDE OF A NORTH-SOUTH SECTION FENCE AND
 NU1698'0.1 MILE NORTH OF THE JUNCTION OF THE FENCE WITH THE PIPE
 NU1698'LINE OF THE SALT LAKE PIPE LINE COMPANY.
 NU1698'
 NU1698'TO REACH THE STATION FROM THE GRAIN ELEVATOR AND BEACON AT
 NU1698'IDAHOME, 8.0 MILES NORTH OF MALTA, GO SOUTH ON U.S. HIGHWAY
 NU1698'30S FOR 5.1 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND
 NU1698'GO EAST AND SOUTHEAST FOR 3.9 MILES TO AN INVERTED Y-FORK,
 NU1698'CONTINUE STRAIGHT AHEAD, EAST, FOR 6.5 MILES TO A CROSSROAD,
 NU1698'TURN RIGHT AND GO SOUTH AND SOUTHEAST FOR 4.8 MILES TO A
 NU1698'Y-FORK, TAKE RIGHT ROAD AND GO 3.5 MILES TO A SIDE ROAD ON
 NU1698'THE LEFT AND OLD STORE BUILDING ON THE RIGHT, CONTINUE
 NU1698'STRAIGHT AHEAD FOR 2.4 MILES TO A SIDE ROAD ON THE LEFT JUST
 NU1698'BEFORE REACHING A SMALL CREEK, CONTINUE ON MAIN ROAD FOR
 NU1698'2.2 MILES TO A DIM TRACK ROAD ON THE LEFT AND A GATE ON
 NU1698'THE RIGHT*, TURN RIGHT PASS THROUGH GATE AND DRIVE SOUTH
 NU1698'ALONG THE EAST SIDE OF THE SECTION LINE FENCE FOR 0.8 MILE
 NU1698'TO THE SUMMIT OF THE RIDGE AND THE STATION.
 NU1698'
 NU1698'SURFACE AND UNDERGROUND STATION MARKS ARE STANDARD DISKS,
 NU1698'STAMPED IDA 80-143 1960.  THE SURFACE MARK IS SET IN THE
 NU1698'TOP OF A CYLINDRICAL CONCRETE POST 12 INCHES IN DIAMETER,
 NU1698'PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 5.8 FEET NORTHEAST
 NU1698'OF A METAL WITNESS POST WITH SIGN AND 4.5 FEET EAST OF A
 NU1698'SECTION LINE FENCE.
 NU1698'
 NU1698'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN THE TOP
 NU1698'OF CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER, PROJECTING
 NU1698'4 AND 6 INCHES ABOVE THE GROUND.  THE MARKS ARE STAMPED IDA
 NU1698'80-143 NO 1 1960 AND IDA 80-143 NO 2 1960, BOTH MARKS ARE
 NU1698'3.0 FEET EAST OF THE SECTION LINE FENCE.
 NU1698'
 NU1698'THE AZIMUTH MARK, STAMPED IDA 80-143 1960, IS A STANDARD
 NU1698'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 NU1698'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 NU1698'19.0 FEET NORTHEAST OF THE CENTER OF TRACK CROSSROADS, 15.0
 NU1698'FEET NORTH OF THE CENTER OF A GATE, 3.0 FEET SOUTH OF A METAL
 NU1698'WITNESS POST WITH SIGN AND 3.0 FEET WEST OF THE NORTH-SOUTH
 NU1698'SECTION FENCE.
 NU1698'
 NU1698'*TO REACH THE AZIMUTH MARK, TURN LEFT ON DIM TRACK ROAD AND
 NU1698'DRIVE NORTH ALONG THE WEST SIDE OF THE SECTION FENCE FOR
 NU1698'0.1 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1046 ***********************************************************************
 NU1046  DESIGNATION -  IDA 80 143 AZ MK
 NU1046  PID         -  NU1046
 NU1046  STATE/COUNTY-  ID/CASSIA
 NU1046  USGS QUAD   -  SWEETZER CANYON (1985)
 NU1046
 NU1046                         *CURRENT SURVEY CONTROL
 NU1046  ___________________________________________________________________
 NU1046* NAD 83(1986)-  42 12 16.     (N)    113 02 30.     (W)     SCALED    
 NU1046* NAVD 88     -      1685.868  (meters)    5531.05   (feet)  ADJUSTED  
 NU1046  ___________________________________________________________________
 NU1046  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 NU1046  DYNAMIC HT  -        1684.709 (meters)    5527.25  (feet)  COMP
 NU1046  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 NU1046
 NU1046  VERT ORDER  -  SECOND    CLASS 0
 NU1046
 NU1046.The horizontal coordinates were scaled from a topographic map and have
 NU1046.an estimated accuracy of +/- 6 seconds.
 NU1046
 NU1046.The orthometric height was determined by differential leveling
 NU1046.and adjusted by the National Geodetic Survey in June 1991..
 NU1046
 NU1046.The geoid height was determined by GEOID03.
 NU1046
 NU1046.The dynamic height is computed by dividing the NAVD 88
 NU1046.geopotential number by the normal gravity value computed on the
 NU1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1046.degrees latitude (g = 980.6199 gals.).
 NU1046
 NU1046.The modeled gravity was interpolated from observed gravity values.
 NU1046
 NU1046;                    North         East    Units  Estimated Accuracy
 NU1046;SPC ID C     -    60,170.      579,140.      MT  (+/- 180 meters Scaled)
 NU1046
 NU1046                          SUPERSEDED SURVEY CONTROL
 NU1046
 NU1046  NGVD 29 (??/??/92) 1684.746  (m)         5527.37   (f) ADJ UNCH    2 0
 NU1046
 NU1046.Superseded values are not recommended for survey control.
 NU1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1046.See file dsdata.txt to determine how the superseded data were derived.
 NU1046
 NU1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM314744(NAD 83)
 NU1046_MARKER: DZ = AZIMUTH MARK DISK
 NU1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1046_STAMPING: IDA 80-143 1960
 NU1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1046+STABILITY: SURFACE MOTION
 NU1046
 NU1046  HISTORY     - Date     Condition        Report By
 NU1046  HISTORY     - 1960     MONUMENTED       CGS
 NU1046
 NU1046                          STATION DESCRIPTION
 NU1046
 NU1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1046'23 MI SE FROM MALTA.
 NU1046'5.1 MILES SOUTH ALONG U.S. HIGHWAY 30S FROM THE GRAIN ELEVATOR AND
 NU1046'BEACON AT IDAHOME, THENCE EAST FOR 3.9 MILES TO AN INVERTED Y-FORK,
 NU1046'CONTINUE EAST 6.5 MILES, THENCE SOUTH AND SOUTHEAST ON THE ROAD
 NU1046'TOWARDS JUNIPER FOR 4.8 MILES TO A Y FORK, THENCE RIGHT FORK FOR 3.5
 NU1046'MILES TO A SIDE ROAD AND OLD STORE BUILDING ON RIGHT, THENCE STRAIGHT
 NU1046'AHEAD ON JUNIPER ROAD FOR 4.6 MILE, TURN LEFT AND DRIVE NORTH ALONG
 NU1046'THE WEST SIDE OF THE SECTION FENCE 0.1 MILE, 19 FEET NORTHEAST FROM
 NU1046'CENTER OF TRACK CROSSROADS, 15.0 FEET NORTH FROM CENTER OF GATE, 3
 NU1046'FEET SOUTH FROM A METAL WITNESS POST WITH SIGN, 3 FEET WEST FROM THE
 NU1046'N-S SECTION FENCE, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 6
 NU1046'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1699 ***********************************************************************
 NU1699  DESIGNATION -  IDA 80 144
 NU1699  PID         -  NU1699
 NU1699  STATE/COUNTY-  ID/CASSIA
 NU1699  USGS QUAD   -  SWEETZER CANYON (1985)
 NU1699
 NU1699                         *CURRENT SURVEY CONTROL
 NU1699  ___________________________________________________________________
 NU1699* NAD 83(1994)-  42 09 14.12116(N)    113 00 04.45830(W)     ADJUSTED  
 NU1699* NAVD 88     -      1636.6    (meters)    5369.     (feet)  VERTCON   
 NU1699  ___________________________________________________________________
 NU1699  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 NU1699  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NU1699
 NU1699  HORZ ORDER  -  SECOND
 NU1699
 NU1699.The horizontal coordinates were established by classical geodetic methods
 NU1699.and adjusted by the National Geodetic Survey in November 1997..
 NU1699
 NU1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1699
 NU1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1699
 NU1699.The geoid height was determined by GEOID03.
 NU1699
 NU1699;                    North         East     Units Scale Factor Converg.
 NU1699;SPC ID C     -    54,600.277   582,544.519   MT  1.00003118   +0 40 13.2
 NU1699;SPC ID E     -    54,454.561   131,025.363   MT  1.00000589   -0 33 36.4
 NU1699;UTM  12      - 4,668,804.611   334,658.814   MT  0.99993638   -1 20 36.2
 NU1699
 NU1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1699!SPC ID C     -   0.99974562  x   1.00003118  =   0.99977679
 NU1699!SPC ID E     -   0.99974562  x   1.00000589  =   0.99975151
 NU1699!UTM  12      -   0.99974562  x   0.99993638  =   0.99968201
 NU1699
 NU1699:                Primary Azimuth Mark                     Grid Az
 NU1699:SPC ID C     -  IDA 80 144 AZ MK                         012 12 17.2
 NU1699:SPC ID E     -  IDA 80 144 AZ MK                         013 26 06.8
 NU1699:UTM  12      -  IDA 80 144 AZ MK                         014 13 06.6
 NU1699
 NU1699|---------------------------------------------------------------------|
 NU1699| PID    Reference Object                     Distance      Geod. Az  |
 NU1699|                                                           dddmmss.s |
 NU1699| NU0510 IDA 80 144 AZ MK                                   0125230.4 |
 NU1699| CM4927 IDA 80 144 RM 2                      10.753 METERS 18325     |
 NU1699| CM4926 IDA 80 144 RM 1                       9.115 METERS 35711     |
 NU1699|---------------------------------------------------------------------|
 NU1699
 NU1699                          SUPERSEDED SURVEY CONTROL
 NU1699
 NU1699  NAD 83(1992)-  42 09 14.11537(N)    113 00 04.44485(W) AD(       ) 2
 NU1699  NAD 83(1986)-  42 09 14.11431(N)    113 00 04.44300(W) AD(       ) 2
 NU1699  NAD 27      -  42 09 14.41290(N)    113 00 01.48430(W) AD(       ) 2
 NU1699  NGVD 29 (07/19/86) 1635.5    (m)         5366.     (f) VERT ANG       
 NU1699
 NU1699.Superseded values are not recommended for survey control.
 NU1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1699.See file dsdata.txt to determine how the superseded data were derived.
 NU1699
 NU1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3465968805(NAD 83)
 NU1699_MARKER: DS = TRIANGULATION STATION DISK
 NU1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NU1699
 NU1699  HISTORY     - Date     Condition        Report By
 NU1699  HISTORY     - 1960     MONUMENTED       CGS
 NU1699
 NU1699                          STATION DESCRIPTION
 NU1699
 NU1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1699'THE STATION IS 32-1/2 MILES EAST-SOUTHEAST OF MALTA, IDAHO,
 NU1699'12 MILES WEST AND 13-1/2 MILES NORTH OF SNOWVILLE, UTAH, 1.1
 NU1699'MILES SOUTH OF THE MOUTH OF JONES CANYON, ON THE CREST OF A
 NU1699'CULTIVATED RIDGE AND ON THE EAST SIDE OF A NORTH-SOUTH SECTION
 NU1699'FENCE.
 NU1699'
 NU1699'TO REACH THE STATION FROM THE GRAIN ELEVATOR AND AIRWAY BEACON
 NU1699'AT IDAHOME, 8.0 MILES NORTH OF MALTA, DRIVE SOUTH ON U.S. HIGHWAY
 NU1699'30S FOR 5.1 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 NU1699'DRIVE EAST AND SOUTHEAST FOR 3.8 MILES TO AN INVERTED Y-FORK.
 NU1699'KEEP STRAIGHT AHEAD, EAST, FOR 6.5 MILES TO A CROSSROAD.  TURN
 NU1699'RIGHT AND DRIVE SOUTH AND SOUTHEAST ON THE GRAVELED ROAD FOR
 NU1699'16.1 MILES TO A CROSSROAD AND SIGN, JONES CANYON.  KEEP
 NU1699'STRAIGHT AHEAD, SOUTH, FOR 0.15 MILE TO RANCH BUILDINGS.  PASS
 NU1699'ALONG THE EAST SIDE OF THE RANCH HOUSE AND DRIVE SOUTH ALONG
 NU1699'THE POWER LINE FOR 0.85 MILE TO THE SUMMIT OF A BENCH,
 NU1699'JUNCTION OF NORTH-SOUTH AND EAST-WEST FENCES AND A
 NU1699'GATE.  PASS THROUGH THE GATE IN THE EAST-WEST FENCE AND
 NU1699'DRIVE SOUTH ALONG THE WEST SIDE OF THE NORTH-SOUTH FENCE FOR
 NU1699'200 YARDS TO THE STATION.
 NU1699'
 NU1699'SURFACE AND UNDERGROUND STATION MARKS ARE STANDARD DISKS,
 NU1699'STAMPED IDA 80-144 1960.  THE SURFACE MARK IS SET IN THE
 NU1699'TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER,
 NU1699'PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 5 FEET SOUTH OF
 NU1699'A METAL WITNESS POST WITH SIGN AND 3 FEET EAST OF THE NORTH-SOUTH
 NU1699'SECTION FENCE.
 NU1699'
 NU1699'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN THE TOPS
 NU1699'OF CYLINDRICAL CONCRETE POSTS, 12 INCHES IN DIAMETER, EACH
 NU1699'ONE BEING 2 FEET EAST OF THE NORTH-SOUTH SECTION FENCE.  REFERENCE
 NU1699'MARK 1, STAMPED IDA 80-144 NO 1 1960, PROJECTS 4 INCHES ABOVE
 NU1699'THE GROUND.  REFERENCE MARK 2, STAMPED IDA 80-144 NO 2 1960,
 NU1699'IS FLUSH WITH THE SURFACE OF THE GROUND.
 NU1699'
 NU1699'THE AZIMUTH MARK, STAMPED IDA 80-144 1960, IS A STANDARD
 NU1699'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 NU1699'IN DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 28.0
 NU1699'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 2.0 FEET NORTH
 NU1699'OF A POWER POLE AND 1.5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 NU1699'FENCE AND A METAL WITNESS POST WITH SIGN.
 NU1699'
 NU1699'TO REACH THE AZIMUTH FROM THE CROSSROAD AND SIGN, JONES
 NU1699'CANYON, KEEP LEFT AND DRIVE EAST FOR 0.25 MILE TO THE MARK ON
 NU1699'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0510 ***********************************************************************
 NU0510  DESIGNATION -  IDA 80 144 AZ MK
 NU0510  PID         -  NU0510
 NU0510  STATE/COUNTY-  ID/ONEIDA
 NU0510  USGS QUAD   -  JUNIPER (1973)
 NU0510
 NU0510                         *CURRENT SURVEY CONTROL
 NU0510  ___________________________________________________________________
 NU0510* NAD 83(1986)-  42 09 27.     (N)    113 00 01.     (W)     SCALED    
 NU0510* NAVD 88     -      1584.498  (meters)    5198.47   (feet)  ADJUSTED  
 NU0510  ___________________________________________________________________
 NU0510  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 NU0510  DYNAMIC HT  -        1583.418 (meters)    5194.93  (feet)  COMP
 NU0510  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 NU0510
 NU0510  VERT ORDER  -  SECOND    CLASS 0
 NU0510
 NU0510.The horizontal coordinates were scaled from a topographic map and have
 NU0510.an estimated accuracy of +/- 6 seconds.
 NU0510
 NU0510.The orthometric height was determined by differential leveling
 NU0510.and adjusted by the National Geodetic Survey in June 1991..
 NU0510
 NU0510.The geoid height was determined by GEOID03.
 NU0510
 NU0510.The dynamic height is computed by dividing the NAVD 88
 NU0510.geopotential number by the normal gravity value computed on the
 NU0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0510.degrees latitude (g = 980.6199 gals.).
 NU0510
 NU0510.The modeled gravity was interpolated from observed gravity values.
 NU0510
 NU0510;                    North         East    Units  Estimated Accuracy
 NU0510;SPC ID E     -    54,850.      131,110.      MT  (+/- 180 meters Scaled)
 NU0510
 NU0510                          SUPERSEDED SURVEY CONTROL
 NU0510
 NU0510  NGVD 29 (??/??/92) 1583.394  (m)         5194.85   (f) ADJ UNCH    2 0
 NU0510
 NU0510.Superseded values are not recommended for survey control.
 NU0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0510.See file dsdata.txt to determine how the superseded data were derived.
 NU0510
 NU0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM347692(NAD 83)
 NU0510_MARKER: DZ = AZIMUTH MARK DISK
 NU0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0510_STAMPING: IDA 80-144 1960
 NU0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0510+STABILITY: SURFACE MOTION
 NU0510
 NU0510  HISTORY     - Date     Condition        Report By
 NU0510  HISTORY     - 1960     MONUMENTED       CGS
 NU0510
 NU0510                          STATION DESCRIPTION
 NU0510
 NU0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0510'26.5 MI SE FROM MALTA.
 NU0510'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU0510'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A GRAVEL ROAD, THENCE 2.3
 NU0510'MILES SOUTH, THENCE 13.6 MILES SOUTHEAST ON GRAVEL ROAD LEADING TO
 NU0510'JUNIPER, 0.25 MILE EAST OF A ROAD LEADING TO JONES CANYON, 31.5 FEET
 NU0510'SOUTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF A POWER POLE,
 NU0510'1.6 FEET NORTH OF A METAL WITNESS POST WITH SIGN, 1.5 FEET SOUTH OF A
 NU0510'FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0515 ***********************************************************************
 NU0515  DESIGNATION -  IDA 80 145
 NU0515  PID         -  NU0515
 NU0515  STATE/COUNTY-  ID/ONEIDA
 NU0515  USGS QUAD   -  JUNIPER (1973)
 NU0515
 NU0515                         *CURRENT SURVEY CONTROL
 NU0515  ___________________________________________________________________
 NU0515* NAD 83(1994)-  42 08 10.81769(N)    112 58 01.45803(W)     ADJUSTED  
 NU0515* NAVD 88     -      1566.214  (meters)    5138.49   (feet)  ADJUSTED  
 NU0515  ___________________________________________________________________
 NU0515  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 NU0515  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NU0515  DYNAMIC HT  -        1565.144 (meters)    5134.98  (feet)  COMP
 NU0515  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 NU0515
 NU0515  HORZ ORDER  -  SECOND
 NU0515  VERT ORDER  -  SECOND    CLASS 0
 NU0515
 NU0515.The horizontal coordinates were established by classical geodetic methods
 NU0515.and adjusted by the National Geodetic Survey in November 1997..
 NU0515
 NU0515.The orthometric height was determined by differential leveling
 NU0515.and adjusted by the National Geodetic Survey in June 1991..
 NU0515
 NU0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0515
 NU0515.The geoid height was determined by GEOID03.
 NU0515
 NU0515.The dynamic height is computed by dividing the NAVD 88
 NU0515.geopotential number by the normal gravity value computed on the
 NU0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0515.degrees latitude (g = 980.6199 gals.).
 NU0515
 NU0515.The modeled gravity was interpolated from observed gravity values.
 NU0515
 NU0515;                    North         East     Units Scale Factor Converg.
 NU0515;SPC ID E     -    52,474.408   133,830.843   MT  1.00000122   -0 32 13.2
 NU0515;SPC ID C     -    52,680.756   585,391.953   MT  1.00003706   +0 41 34.9
 NU0515;UTM  12      - 4,666,786.446   337,436.765   MT  0.99992518   -1 19 12.0
 NU0515
 NU0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0515!SPC ID E     -   0.99975667  x   1.00000122  =   0.99975789
 NU0515!SPC ID C     -   0.99975667  x   1.00003706  =   0.99979372
 NU0515!UTM  12      -   0.99975667  x   0.99992518  =   0.99968187
 NU0515
 NU0515:                Primary Azimuth Mark                     Grid Az
 NU0515:SPC ID E     -  IDA 80 145 AZ MK                         174 35 32.8
 NU0515:SPC ID C     -  IDA 80 145 AZ MK                         173 21 44.7
 NU0515:UTM  12      -  IDA 80 145 AZ MK                         175 22 31.6
 NU0515
 NU0515|---------------------------------------------------------------------|
 NU0515| PID    Reference Object                     Distance      Geod. Az  |
 NU0515|                                                           dddmmss.s |
 NU0515| NU0518 IDA 80 145 AZ MK                    APPROX. 1.5 KM 1740319.6 |
 NU0515| NU0516 IDA 80 145 RM 1                       7.684 METERS 22742     |
 NU0515| NU0514 IDA 80 145 RM 2                       8.126 METERS 34104     |
 NU0515|---------------------------------------------------------------------|
 NU0515
 NU0515                          SUPERSEDED SURVEY CONTROL
 NU0515
 NU0515  NAD 83(1992)-  42 08 10.81197(N)    112 58 01.44298(W) AD(       ) 2
 NU0515  NAD 83(1986)-  42 08 10.81092(N)    112 58 01.44131(W) AD(       ) 2
 NU0515  NAD 27      -  42 08 11.10850(N)    112 57 58.48590(W) AD(       ) 2
 NU0515  NGVD 29 (??/??/92) 1565.115  (m)         5134.88   (f) ADJ UNCH    2 0
 NU0515
 NU0515.Superseded values are not recommended for survey control.
 NU0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0515.See file dsdata.txt to determine how the superseded data were derived.
 NU0515
 NU0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3743766786(NAD 83)
 NU0515_MARKER: DS = TRIANGULATION STATION DISK
 NU0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0515_STAMPING: IDA 80-145 1960
 NU0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0515+STABILITY: SURFACE MOTION
 NU0515
 NU0515  HISTORY     - Date     Condition        Report By
 NU0515  HISTORY     - 1960     MONUMENTED       CGS
 NU0515  HISTORY     - 1960     GOOD             CGS
 NU0515
 NU0515                          STATION DESCRIPTION
 NU0515
 NU0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0515'THE STATION IS 12 MILES WEST AND 12 MILES NORTH OF SNOWVILLE,
 NU0515'UTAH, 1-1/4 MILES WEST-NORTHWEST OF THE SALT LAKE PIPE LINE
 NU0515'COMPANY PUMP AND SUBSTATION FACILITIES, 0.8 MILE SOUTH OF POLE
 NU0515'CANYON, 1/2 MILE SOUTHWEST OF A POLE RADIO TOWER AND SMALL
 NU0515'BUILDING, ON THE NORTH EDGE OF A FLAT BENCH WHICH IS A SMALL
 NU0515'ISLAND OF SAGE COVERED GROUND WITHIN CULTIVATED WHEAT LAND.
 NU0515'
 NU0515'TO REACH THE STATION FROM THE JUNCTION OF THE HOLBROOK ROAD
 NU0515'AND U.S. HIGHWAY 30S IN SNOWVILLE, DRIVE WEST ON THE HIGHWAY
 NU0515'FOR 12 MILES TO ITS JUNCTION WITH THE BLACK PINE, JUNIPER AND
 NU0515'SUBLETTE ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE NORTH FOR
 NU0515'11 MILES TO THE SALT LAKE PIPE LINE COMPANY BUILDINGS ON THE
 NU0515'RIGHT.  CONTINUE NORTH FOR 1.0 MILE TO A Y-FORK.  KEEP THE
 NU0515'LEFT FORK FOR 0.2 MILE TO A Y-FORK.  KEEP THE LEFT FORK,
 NU0515'WEST AND SOUTHWEST, FOR 0.95 MILE TO THE JUNCTION OF EAST-WEST
 NU0515'AND SOUTH-NORTH FENCES, EACH WITH A GATE.  PASS THROUGH THE
 NU0515'GATE IN THE SOUTH-NORTH FENCE, TURN SHARP RIGHT AND DRIVE
 NU0515'NORTH FOR 0.15 MILE, THENCE TURN WEST AND DRIVE ALONG THE
 NU0515'EDGE OF THE BENCH FOR 0.1 MILE TO THE STATION.
 NU0515'
 NU0515'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 ARE
 NU0515'ALL STANDARD DISKS SET IN THE TOPS OF CYLINDRICAL CONCRETE
 NU0515'POSTS, 12 INCHES IN DIAMETER, PROJECTING FROM 4 TO 6 INCHES
 NU0515'ABOVE THE GROUND.
 NU0515'
 NU0515'THE SURFACE AND UNDERGROUND-STATION MARKS ARE STAMPED, IDA
 NU0515'80-145 1960.  THEY ARE 72 FEET EAST OF THE EDGE OF THE BLUFF
 NU0515'AND 6 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 NU0515'
 NU0515'REFERENCE MARKS 1 AND 2 ARE STAMPED, IDA 80-145 NO 1 1960
 NU0515'AND IDA 80.145 NO 2 1960.  REFERENCE MARK 1 IS 54 FEET EAST
 NU0515'OF THE EDGE OF THE BLUFF AND REFERENCE MARK 2 IS 50 FEET EAST
 NU0515'OF THE EDGE OF THE BLUFF.
 NU0515'
 NU0515'THE AZIMUTH MARK, STAMPED IDA 80-145 1960, IS 0.25 MILE NORTH
 NU0515'OF A STEEL GRAIN BIN, 2 FEET NORTH OF A METAL WITNESS POST WITH
 NU0515'SIGN AND 1 FOOT EAST OF THE WEST FENCE OF A LANE.
 NU0515'
 NU0515'*TO REACH THE AZIMUTH MARK, PASS THROUGH THE GATE IN THE
 NU0515'EAST-WEST FENCE AND DRIVE SOUTH ALONG THE LANE FOR 0.7 MILE TO
 NU0515'THE MARK ON THE RIGHT.
 NU0515
 NU0515                          STATION RECOVERY (1960)
 NU0515
 NU0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0515'25.4 MI NW FROM SNOWVILLE.
 NU0515'12.0 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0515'TO BLACK PINE ROAD, THENCE 12.0 MILES NORTH TO A FORK, THENCE 0.2 MILE
 NU0515'ON LEFT FORK TO A FORK, THENCE 0.95 MILE WEST AND SOUTHWEST TO A FENCE
 NU0515'LINE, THENCE 0.15 MILE NORTH, THENCE 0.1 MILE WEST, 26.66 FEET SOUTH
 NU0515'OF R.M. 2, 25.21 FEET NORTHEAST OF R.M. 1, 6 FEET NORTH OF A METAL
 NU0515'WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 NU0515'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0518 ***********************************************************************
 NU0518  DESIGNATION -  IDA 80 145 AZ MK
 NU0518  PID         -  NU0518
 NU0518  STATE/COUNTY-  ID/ONEIDA
 NU0518  USGS QUAD   -  BLACK PINE (1973)
 NU0518
 NU0518                         *CURRENT SURVEY CONTROL
 NU0518  ___________________________________________________________________
 NU0518* NAD 83(1994)-  42 07 21.69495(N)    112 57 54.58735(W)     ADJUSTED  
 NU0518* NAVD 88     -      1541.447  (meters)    5057.23   (feet)  ADJUSTED  
 NU0518  ___________________________________________________________________
 NU0518  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 NU0518  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NU0518  DYNAMIC HT  -        1540.389 (meters)    5053.76  (feet)  COMP
 NU0518  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 NU0518
 NU0518  HORZ ORDER  -  THIRD
 NU0518  VERT ORDER  -  SECOND    CLASS 0
 NU0518
 NU0518.The horizontal coordinates were established by classical geodetic methods
 NU0518.and adjusted by the National Geodetic Survey in November 1997..
 NU0518
 NU0518.The orthometric height was determined by differential leveling
 NU0518.and adjusted by the National Geodetic Survey in June 1991..
 NU0518
 NU0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0518
 NU0518.The geoid height was determined by GEOID03.
 NU0518
 NU0518.The dynamic height is computed by dividing the NAVD 88
 NU0518.geopotential number by the normal gravity value computed on the
 NU0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0518.degrees latitude (g = 980.6199 gals.).
 NU0518
 NU0518.The modeled gravity was interpolated from observed gravity values.
 NU0518
 NU0518;                    North         East     Units Scale Factor Converg.
 NU0518;SPC ID E     -    50,957.344   133,974.451   MT  1.00000099   -0 32 08.1
 NU0518;SPC ID C     -    51,167.068   585,568.097   MT  1.00003743   +0 41 38.9
 NU0518;UTM  12      - 4,665,267.676   337,559.623   MT  0.99992469   -1 19 06.1
 NU0518
 NU0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0518!SPC ID E     -   0.99976056  x   1.00000099  =   0.99976155
 NU0518!SPC ID C     -   0.99976056  x   1.00003743  =   0.99979798
 NU0518!UTM  12      -   0.99976056  x   0.99992469  =   0.99968527
 NU0518
 NU0518                          SUPERSEDED SURVEY CONTROL
 NU0518
 NU0518  NAD 83(1992)-  42 07 21.68792(N)    112 57 54.57162(W) AD(       ) 3
 NU0518  NAD 83(1986)-  42 07 21.68710(N)    112 57 54.57003(W) AD(       ) 3
 NU0518  NAD 27      -  42 07 21.98300(N)    112 57 51.61400(W) AD(       ) 3
 NU0518  NGVD 29 (??/??/92) 1540.345  (m)         5053.62   (f) ADJ UNCH    2 0
 NU0518
 NU0518.Superseded values are not recommended for survey control.
 NU0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0518.See file dsdata.txt to determine how the superseded data were derived.
 NU0518
 NU0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3756065268(NAD 83)
 NU0518_MARKER: DZ = AZIMUTH MARK DISK
 NU0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0518_STAMPING: IDA 80-145 1960
 NU0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0518+STABILITY: SURFACE MOTION
 NU0518
 NU0518  HISTORY     - Date     Condition        Report By
 NU0518  HISTORY     - 1960     MONUMENTED       CGS
 NU0518  HISTORY     - 1960     GOOD             CGS
 NU0518
 NU0518                          STATION DESCRIPTION
 NU0518
 NU0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0518'FROM THE JUNCTION OF THE HOLBROOK ROAD WITH U.S. HIGHWAY IN
 NU0518'SNOWVILLE, WEST ALONG THE HIGHWAY FOR 12 MILES TO ITS JUNCTION
 NU0518'WITH THE BLACK PINE AND JUNIPER ROAD, RIGHT AND NORTH ALONG THE
 NU0518'GRAVEL ROAD 11 MILES TO THE BUILDINGS OF THE SALT LAKE PINE
 NU0518'LINE COMPANY, THENCE 1 MILE NORTH TO A Y-FORK, THE LEFT FORK 0.2
 NU0518'MILE TO ANOTHER Y-FORK, THENCE THE LEFT FORK WEST AND SOUTHWEST
 NU0518'FOR 0.95 MILE TO A JUNCTION OF EAST-WEST AND NORTH-SOUTH FENCE,
 NU0518'EACH WITH A GATE, PASS THROUGH THE GATE IN THE EAST-WEST FENCE
 NU0518'AND DRIVE SOUTH ALONG A LANE FOR 0.7 MILE.  0.25 MILE NORTH
 NU0518'OF A STEEL GRAIN BIN, 2 FEET NORTH OF A METAL WITNESS POST
 NU0518'WITH SIGN, 1-FOOT EAST FROM THE WEST FENCE OF THE LANE, SET
 NU0518'IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING ABOUT
 NU0518'4-INCHES, A STANDARD AZIMUTH MARK DISK STAMPED IDA 80-145
 NU0518'1960.  INTERSECTED FROM STATIONS IDA 80-145 AND IDA
 NU0518'80-146.
 NU0518
 NU0518                          STATION RECOVERY (1960)
 NU0518
 NU0518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0518'25.85 MI NW FROM SNOWVILLE.
 NU0518'12.0 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0518'TO BLACK PINE ROAD, THENCE 12.0 MILES NORTH TO A ROAD FORK, TAKE LEFT
 NU0518'FORK 0.2 MILE TO A FORK, TAKE LEFT FORK WEST AND SOUTHWEST FOR 0.95
 NU0518'MILE TO A FENCE LINE, PASS THROUGH GATE IN EAST-WEST FENCE LINE AND GO
 NU0518'SOUTH 0.7 MILE, 0.25 MILE NORTH OF A GRAIN BIN, 2 FEET NORTH OF A
 NU0518'METAL WITNESS POST WITH SIGN, 1 FOOT EAST OF A FENCE LINE, SET IN A
 NU0518'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0516 ***********************************************************************
 NU0516  DESIGNATION -  IDA 80 145 RM 1
 NU0516  PID         -  NU0516
 NU0516  STATE/COUNTY-  ID/ONEIDA
 NU0516  USGS QUAD   -  JUNIPER (1973)
 NU0516
 NU0516                         *CURRENT SURVEY CONTROL
 NU0516  ___________________________________________________________________
 NU0516* NAD 83(1986)-  42 08 11.     (N)    112 58 01.     (W)     SCALED    
 NU0516* NAVD 88     -      1566.335  (meters)    5138.88   (feet)  ADJUSTED  
 NU0516  ___________________________________________________________________
 NU0516  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NU0516  DYNAMIC HT  -        1565.265 (meters)    5135.37  (feet)  COMP
 NU0516  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 NU0516
 NU0516  VERT ORDER  -  SECOND    CLASS 0
 NU0516
 NU0516.The horizontal coordinates were scaled from a topographic map and have
 NU0516.an estimated accuracy of +/- 6 seconds.
 NU0516
 NU0516.The orthometric height was determined by differential leveling
 NU0516.and adjusted by the National Geodetic Survey in June 1991..
 NU0516
 NU0516.The geoid height was determined by GEOID03.
 NU0516
 NU0516.The dynamic height is computed by dividing the NAVD 88
 NU0516.geopotential number by the normal gravity value computed on the
 NU0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0516.degrees latitude (g = 980.6199 gals.).
 NU0516
 NU0516.The modeled gravity was interpolated from observed gravity values.
 NU0516
 NU0516;                    North         East    Units  Estimated Accuracy
 NU0516;SPC ID E     -    52,480.      133,840.      MT  (+/- 180 meters Scaled)
 NU0516
 NU0516                          SUPERSEDED SURVEY CONTROL
 NU0516
 NU0516  NGVD 29 (??/??/92) 1565.236  (m)         5135.28   (f) ADJ UNCH    2 0
 NU0516
 NU0516.Superseded values are not recommended for survey control.
 NU0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0516.See file dsdata.txt to determine how the superseded data were derived.
 NU0516
 NU0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM374667(NAD 83)
 NU0516_MARKER: DR = REFERENCE MARK DISK
 NU0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0516_STAMPING: IDA 80-145 NO 1 1960
 NU0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0516+STABILITY: SURFACE MOTION
 NU0516
 NU0516  HISTORY     - Date     Condition        Report By
 NU0516  HISTORY     - 1960     MONUMENTED       CGS
 NU0516
 NU0516                          STATION DESCRIPTION
 NU0516
 NU0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0516'25.4 MI NW FROM SNOWVILLE.
 NU0516'12.0 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0516'TO BLACK PINE ROAD, THENCE 12.0 MILES NORTH TO A FORK, THENCE 0.2 MILE
 NU0516'ON LEFT FORK TO A FORK, THENCE 0.95 MILE WEST AND SOUTHWEST TO A FENCE
 NU0516'LINE, THENCE 0.15 MILE NORTH, THENCE 0.1 MILE WEST, 25.21 FEET
 NU0516'SOUTHWEST OF THE STATION, SET IN A CYLINDRICAL CONCRETE POST
 NU0516'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0514 ***********************************************************************
 NU0514  DESIGNATION -  IDA 80 145 RM 2
 NU0514  PID         -  NU0514
 NU0514  STATE/COUNTY-  ID/ONEIDA
 NU0514  USGS QUAD   -  JUNIPER (1973)
 NU0514
 NU0514                         *CURRENT SURVEY CONTROL
 NU0514  ___________________________________________________________________
 NU0514* NAD 83(1986)-  42 08 11.     (N)    112 58 01.     (W)     SCALED    
 NU0514* NAVD 88     -      1566.217  (meters)    5138.50   (feet)  ADJUSTED  
 NU0514  ___________________________________________________________________
 NU0514  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NU0514  DYNAMIC HT  -        1565.147 (meters)    5134.99  (feet)  COMP
 NU0514  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 NU0514
 NU0514  VERT ORDER  -  SECOND    CLASS 0
 NU0514
 NU0514.The horizontal coordinates were scaled from a topographic map and have
 NU0514.an estimated accuracy of +/- 6 seconds.
 NU0514
 NU0514.The orthometric height was determined by differential leveling
 NU0514.and adjusted by the National Geodetic Survey in June 1991..
 NU0514
 NU0514.The geoid height was determined by GEOID03.
 NU0514
 NU0514.The dynamic height is computed by dividing the NAVD 88
 NU0514.geopotential number by the normal gravity value computed on the
 NU0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0514.degrees latitude (g = 980.6199 gals.).
 NU0514
 NU0514.The modeled gravity was interpolated from observed gravity values.
 NU0514
 NU0514;                    North         East    Units  Estimated Accuracy
 NU0514;SPC ID E     -    52,480.      133,840.      MT  (+/- 180 meters Scaled)
 NU0514
 NU0514                          SUPERSEDED SURVEY CONTROL
 NU0514
 NU0514  NGVD 29 (??/??/92) 1565.118  (m)         5134.89   (f) ADJ UNCH    2 0
 NU0514
 NU0514.Superseded values are not recommended for survey control.
 NU0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0514.See file dsdata.txt to determine how the superseded data were derived.
 NU0514
 NU0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM374667(NAD 83)
 NU0514_MARKER: DR = REFERENCE MARK DISK
 NU0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0514_STAMPING: IDA 80-145 NO 2 1960
 NU0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0514+STABILITY: SURFACE MOTION
 NU0514
 NU0514  HISTORY     - Date     Condition        Report By
 NU0514  HISTORY     - 1960     MONUMENTED       CGS
 NU0514
 NU0514                          STATION DESCRIPTION
 NU0514
 NU0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0514'25.4 MI NW FROM SNOWVILLE.
 NU0514'12.0 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0514'TO BLACK PINE ROAD, THENCE 12.0 MILES NORTH TO A FORK, THENCE 0.2 MILE
 NU0514'ON LEFT FORK TO A FORK, THENCE 0.95 MILE WEST AND SOUTHWEST TO A FENCE
 NU0514'LINE, THENCE 0.15 MILE NORTH, THENCE 0.1 MILE WEST, 26.66 FEET NORTH
 NU0514'OF THE STATION, SET IN CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0520 ***********************************************************************
 NU0520  DESIGNATION -  IDA 80 146
 NU0520  PID         -  NU0520
 NU0520  STATE/COUNTY-  ID/ONEIDA
 NU0520  USGS QUAD   -  BLACK PINE (1973)
 NU0520
 NU0520                         *CURRENT SURVEY CONTROL
 NU0520  ___________________________________________________________________
 NU0520* NAD 83(1994)-  42 06 40.90893(N)    112 56 45.22895(W)     ADJUSTED  
 NU0520* NAVD 88     -      1501.582  (meters)    4926.44   (feet)  ADJUSTED  
 NU0520  ___________________________________________________________________
 NU0520  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 NU0520  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 NU0520  DYNAMIC HT  -        1500.559 (meters)    4923.08  (feet)  COMP
 NU0520  MODELED GRAV-     979,888.2   (mgal)                       NAVD 88
 NU0520
 NU0520  HORZ ORDER  -  SECOND
 NU0520  VERT ORDER  -  SECOND    CLASS 0
 NU0520
 NU0520.The horizontal coordinates were established by classical geodetic methods
 NU0520.and adjusted by the National Geodetic Survey in November 1997..
 NU0520
 NU0520.The orthometric height was determined by differential leveling
 NU0520.and adjusted by the National Geodetic Survey in June 1991..
 NU0520
 NU0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0520
 NU0520.The geoid height was determined by GEOID03.
 NU0520
 NU0520.The dynamic height is computed by dividing the NAVD 88
 NU0520.geopotential number by the normal gravity value computed on the
 NU0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0520.degrees latitude (g = 980.6199 gals.).
 NU0520
 NU0520.The modeled gravity was interpolated from observed gravity values.
 NU0520
 NU0520;                    North         East     Units Scale Factor Converg.
 NU0520;SPC ID E     -    49,684.261   135,556.056   MT  0.99999845   -0 31 21.2
 NU0520;SPC ID C     -    49,928.169   587,176.719   MT  1.00004085   +0 42 24.8
 NU0520;SPC UT N     - 1,198,459.215   380,412.616   MT  1.00006974   -0 57 12.1
 NU0520;UTM  12      - 4,663,973.208   339,123.567   MT  0.99991846   -1 18 18.5
 NU0520
 NU0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0520!SPC ID E     -   0.99976682  x   0.99999845  =   0.99976527
 NU0520!SPC ID C     -   0.99976682  x   1.00004085  =   0.99980766
 NU0520!SPC UT N     -   0.99976682  x   1.00006974  =   0.99983654
 NU0520!UTM  12      -   0.99976682  x   0.99991846  =   0.99968530
 NU0520
 NU0520|---------------------------------------------------------------------|
 NU0520| PID    Reference Object                     Distance      Geod. Az  |
 NU0520|                                                           dddmmss.s |
 NU0520| NU0521 Z 184                                11.687 METERS 08625     |
 NU0520| NU0519 IDA 80 146 RM 2                      10.102 METERS 27414     |
 NU0520| NU0518 IDA 80 145 AZ MK                    APPROX. 2.0 KM 3081832.7 |
 NU0520|---------------------------------------------------------------------|
 NU0520
 NU0520                          SUPERSEDED SURVEY CONTROL
 NU0520
 NU0520  NAD 83(1992)-  42 06 40.90117(N)    112 56 45.21088(W) AD(       ) 2
 NU0520  NAD 83(1986)-  42 06 40.90051(N)    112 56 45.20968(W) AD(       ) 2
 NU0520  NAD 27      -  42 06 41.19510(N)    112 56 42.25500(W) AD(       ) 2
 NU0520  NGVD 29 (??/??/92) 1500.492  (m)         4922.86   (f) ADJ UNCH    2 0
 NU0520
 NU0520.Superseded values are not recommended for survey control.
 NU0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0520.See file dsdata.txt to determine how the superseded data were derived.
 NU0520
 NU0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM3912463973(NAD 83)
 NU0520_MARKER: DS = TRIANGULATION STATION DISK
 NU0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0520_STAMPING: IDA 80-146 1960
 NU0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0520+STABILITY: SURFACE MOTION
 NU0520
 NU0520  HISTORY     - Date     Condition        Report By
 NU0520  HISTORY     - 1960     MONUMENTED       CGS
 NU0520  HISTORY     - 1960     GOOD             CGS
 NU0520
 NU0520                          STATION DESCRIPTION
 NU0520
 NU0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0520'THE STATION IS 17 MILES NORTHWEST OF SNOWVILLE, UTAH, ALONG THE
 NU0520'WEST SIDE OF THE BLACK PINE, JUNIPER AND SUBLETTE ROAD, 10 MILES
 NU0520'NORTH OF THE ROADS JUNCTION WITH U.S. HIGHWAY 30S AND ON THE SOUTH
 NU0520'SIDE OF AN EAST-WEST FENCE.
 NU0520'
 NU0520'TO REACH THE STATION FROM THE JUNCTION OF THE HOLBROOK ROAD WITH
 NU0520'U.S. HIGHWAY 30S IN SNOWVILLE, DRIVE WEST ON THE HIGHWAY FOR 12
 NU0520'MILES, THENCE TURN RIGHT AND DRIVE NORTH ON THE GRADED BLACK
 NU0520'PINE, JUNIPER AND SUBLETTE ROAD FOR 10 MILES TO A FENCE CORNER
 NU0520'AND THE STATION ON THE LEFT.
 NU0520'
 NU0520'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, STAMPED
 NU0520'IDA 80-146 1960.  THE SURFACE MARK IS SET IN THE TOP OF A
 NU0520'CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER, FLUSH WITH THE
 NU0520'SURFACE OF THE GROUND.  IT IS 75 FEET WEST OF THE CENTER OF THE
 NU0520'NORTH-SOUTH ROAD, 6.5 FEET WEST OF A METAL WITNESS POST WITH
 NU0520'SIGN AND 3.5 FEET SOUTH OF THE EAST-WEST FENCE.
 NU0520'
 NU0520'A STANDARD C AND GS BENCH MARK, STAMPED Z 184 1935, WAS USED
 NU0520'FOR REFERENCE MARK 1.  THE MARK IS SET IN THE TOP OF A 6 INCHES
 NU0520'SQUARE CONCRETE POST, PROJECTING 8 INCHES ABOVE THE GROUND.  IT
 NU0520'IS 38 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 1.5
 NU0520'FEET SOUTHEAST OF THE SOUTHEAST FENCE CORNER.
 NU0520'
 NU0520'REFERENCE MARK 2, STAMPED IDA 80-146 NO 2 1960, IS A STANDARD
 NU0520'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 NU0520'IN DIAMETER, PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 1.5
 NU0520'FEET SOUTH OF THE EAST-WEST FENCE.
 NU0520'
 NU0520'THE AZIMUTH MARK, STAMPED IDA 80-145 1960, IS A STANDARD DISK
 NU0520'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES IN
 NU0520'DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 0.25 MILE
 NU0520'NORTH OF A STEEL GRAIN BIN, 20 FEET WEST OF THE CENTER OF A
 NU0520'NORTH-SOUTH LANE, 2.0 FEET NORTH OF A METAL WITNESS POST WITH
 NU0520'SIGN AND 1 FOOT EAST OF THE WEST LANE FENCE.
 NU0520'
 NU0520'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON THE
 NU0520'GRAVELED ROAD FOR 2.0 MILES TO A Y-FORK.  KEEP THE LEFT FORK,
 NU0520'WESTERLY, FOR 1.0 MILE TO Y-FORKS.  KEEP THE LEFT FORK, SOUTHWEST,
 NU0520'FOR 0.95 MILE TO THE JUNCTION OF AN EAST-WEST FENCE WITH A
 NU0520'NORTH-SOUTH FENCE AND THE ENTRANCE TO A LANE.  PASS THROUGH A
 NU0520'GATE AND DRIVE SOUTH ALONG THE LANE FOR 0.7 MILE TO THE AZIMUTH
 NU0520'MARK ON THE RIGHT.
 NU0520
 NU0520                          STATION RECOVERY (1960)
 NU0520
 NU0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0520'22.0 MI NW FROM SNOWVILLE.
 NU0520'12.0 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0520'TO BLACK PINE ROAD, THENCE 10.0 MILES NORTH TO A FENCE CORNER, 75 FEET
 NU0520'WEST OF THE CENTERLINE OF THE ROAD, 38.34 FEET WEST OF B.M. Z 184,
 NU0520'33.14 FEET EAST OF R.M. 2, 6.5 FEET WEST OF A METAL WITNESS POST WITH
 NU0520'SIGN, 3.5 FEET SOUTH OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE
 NU0520'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0519 ***********************************************************************
 NU0519  DESIGNATION -  IDA 80 146 RM 2
 NU0519  PID         -  NU0519
 NU0519  STATE/COUNTY-  ID/ONEIDA
 NU0519  USGS QUAD   -  BLACK PINE (1973)
 NU0519
 NU0519                         *CURRENT SURVEY CONTROL
 NU0519  ___________________________________________________________________
 NU0519* NAD 83(1986)-  42 06 42.     (N)    112 56 40.     (W)     SCALED    
 NU0519* NAVD 88     -      1501.659  (meters)    4926.69   (feet)  ADJUSTED  
 NU0519  ___________________________________________________________________
 NU0519  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 NU0519  DYNAMIC HT  -        1500.636 (meters)    4923.34  (feet)  COMP
 NU0519  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 NU0519
 NU0519  VERT ORDER  -  SECOND    CLASS 0
 NU0519
 NU0519.The horizontal coordinates were scaled from a topographic map and have
 NU0519.an estimated accuracy of +/- 6 seconds.
 NU0519
 NU0519.The orthometric height was determined by differential leveling
 NU0519.and adjusted by the National Geodetic Survey in June 1991..
 NU0519
 NU0519.The geoid height was determined by GEOID03.
 NU0519
 NU0519.The dynamic height is computed by dividing the NAVD 88
 NU0519.geopotential number by the normal gravity value computed on the
 NU0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0519.degrees latitude (g = 980.6199 gals.).
 NU0519
 NU0519.The modeled gravity was interpolated from observed gravity values.
 NU0519
 NU0519;                    North         East    Units  Estimated Accuracy
 NU0519;SPC ID E     -    49,720.      135,680.      MT  (+/- 180 meters Scaled)
 NU0519
 NU0519                          SUPERSEDED SURVEY CONTROL
 NU0519
 NU0519  NGVD 29 (??/??/92) 1500.569  (m)         4923.12   (f) ADJ UNCH    2 0
 NU0519
 NU0519.Superseded values are not recommended for survey control.
 NU0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0519.See file dsdata.txt to determine how the superseded data were derived.
 NU0519
 NU0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM392640(NAD 83)
 NU0519_MARKER: DR = REFERENCE MARK DISK
 NU0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0519_STAMPING: IDA 80-146 NO 2 1960
 NU0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0519+STABILITY: SURFACE MOTION
 NU0519
 NU0519  HISTORY     - Date     Condition        Report By
 NU0519  HISTORY     - 1960     MONUMENTED       CGS
 NU0519
 NU0519                          STATION DESCRIPTION
 NU0519
 NU0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0519'22.0 MI NW FROM SNOWVILLE.
 NU0519'12.0 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0519'TO BLACK PINE ROAD, THENCE 10.0 MILES NORTH TO A FENCE CORNER, 33.14
 NU0519'FEET WEST OF THE STATION, 1.5 FEET SOUTH OF A FENCE LINE, SET IN A
 NU0519'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0532 ***********************************************************************
 NU0532  DESIGNATION -  IDA 80 147
 NU0532  PID         -  NU0532
 NU0532  STATE/COUNTY-  ID/ONEIDA
 NU0532  USGS QUAD   -  BLACK PINE (1973)
 NU0532
 NU0532                         *CURRENT SURVEY CONTROL
 NU0532  ___________________________________________________________________
 NU0532* NAD 83(1994)-  42 04 39.96601(N)    112 55 28.55321(W)     ADJUSTED  
 NU0532* NAVD 88     -      1457.211  (meters)    4780.87   (feet)  ADJUSTED  
 NU0532  ___________________________________________________________________
 NU0532  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 NU0532  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 NU0532  DYNAMIC HT  -        1456.226 (meters)    4777.63  (feet)  COMP
 NU0532  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 NU0532
 NU0532  HORZ ORDER  -  SECOND
 NU0532  VERT ORDER  -  SECOND    CLASS 0
 NU0532
 NU0532.The horizontal coordinates were established by classical geodetic methods
 NU0532.and adjusted by the National Geodetic Survey in November 1997..
 NU0532
 NU0532.The orthometric height was determined by differential leveling
 NU0532.and adjusted by the National Geodetic Survey in June 1991..
 NU0532
 NU0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0532
 NU0532.The geoid height was determined by GEOID03.
 NU0532
 NU0532.The dynamic height is computed by dividing the NAVD 88
 NU0532.geopotential number by the normal gravity value computed on the
 NU0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0532.degrees latitude (g = 980.6199 gals.).
 NU0532
 NU0532.The modeled gravity was interpolated from observed gravity values.
 NU0532
 NU0532;                    North         East     Units Scale Factor Converg.
 NU0532;SPC ID E     -    45,936.981   137,284.431   MT  0.99999575   -0 30 28.6
 NU0532;SPC ID C     -    46,218.654   588,985.156   MT  1.00004477   +0 43 14.6
 NU0532;SPC UT N     - 1,194,698.780   382,112.864   MT  1.00006108   -0 56 21.5
 NU0532;UTM  12      - 4,660,202.987   340,800.479   MT  0.99991186   -1 17 24.1
 NU0532
 NU0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0532!SPC ID E     -   0.99977380  x   0.99999575  =   0.99976955
 NU0532!SPC ID C     -   0.99977380  x   1.00004477  =   0.99981856
 NU0532!SPC UT N     -   0.99977380  x   1.00006108  =   0.99983486
 NU0532!UTM  12      -   0.99977380  x   0.99991186  =   0.99968568
 NU0532
 NU0532:                Primary Azimuth Mark                     Grid Az
 NU0532:SPC ID E     -  NEGRI                                    270 11 35.6
 NU0532:SPC ID C     -  NEGRI                                    268 57 52.4
 NU0532:SPC UT N     -  NEGRI                                    270 37 28.5
 NU0532:UTM  12      -  NEGRI                                    270 58 31.1
 NU0532
 NU0532|---------------------------------------------------------------------|
 NU0532| PID    Reference Object                     Distance      Geod. Az  |
 NU0532|                                                           dddmmss.s |
 NU0532| NU0525 NEGRI                               APPROX. 1.8 KM 2694107.0 |
 NU0532| NU0531 IDA 80 147 RM 2                      10.790 METERS 27307     |
 NU0532| NU0533 IDA 80 147 RM 1                      16.161 METERS 35448     |
 NU0532|---------------------------------------------------------------------|
 NU0532
 NU0532                          SUPERSEDED SURVEY CONTROL
 NU0532
 NU0532  NAD 83(1992)-  42 04 39.95725(N)    112 55 28.53357(W) AD(       ) 2
 NU0532  NAD 83(1986)-  42 04 39.95677(N)    112 55 28.53270(W) AD(       ) 2
 NU0532  NAD 27      -  42 04 40.24940(N)    112 55 25.58060(W) AD(       ) 2
 NU0532  NGVD 29 (??/??/92) 1456.138  (m)         4777.35   (f) ADJ UNCH    2 0
 NU0532
 NU0532.Superseded values are not recommended for survey control.
 NU0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0532.See file dsdata.txt to determine how the superseded data were derived.
 NU0532
 NU0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM4080060203(NAD 83)
 NU0532_MARKER: DS = TRIANGULATION STATION DISK
 NU0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0532_STAMPING: IDA 80-147 1960
 NU0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0532+STABILITY: SURFACE MOTION
 NU0532
 NU0532  HISTORY     - Date     Condition        Report By
 NU0532  HISTORY     - 1960     MONUMENTED       CGS
 NU0532  HISTORY     - 1960     GOOD             CGS
 NU0532
 NU0532                          STATION DESCRIPTION
 NU0532
 NU0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0532'THE STATION IS 16-1/2 MILES NORTHWEST OF SNOWVILLE, 7-1/2 MILES
 NU0532'NORTH OF U.S. HIGHWAY 30S, 1 MILE EAST OF THE BLACK PINE, JUNIPER
 NU0532'AND SUBLETTE ROAD, ON THE CREST OF AN EAST-WEST RIDGE WHICH HAS
 NU0532'A HEAVY GROWTH OF JUNIPER TREES ALONG ITS SOUTH SLOPE AND BASE.
 NU0532'IT IS ALONG THE PROPOSED INTERSTATE HIGHWAY, ABOUT 500 FEET EAST
 NU0532'OF A SMALL RESERVOIR.
 NU0532'
 NU0532'TO REACH THE STATION FROM THE JUNCTION OF THE HOLBROOK ROAD AND
 NU0532'U.S. HIGHWAY 30S, IN SNOWVILLE, DRIVE WEST ON THE HIGHWAY FOR
 NU0532'12.0 MILES TO ITS JUNCTION WITH THE BLACK PINE, JUNIPER AND
 NU0532'SUBLETTE ROAD.  TURN RIGHT AND DRIVE NORTH ON THE GRAVELED ROAD
 NU0532'FOR 7.7 MILES TO THE CREST OF AN EAST-WEST RIDGE AND A TRACK ROAD
 NU0532'ON THE RIGHT.  TURN RIGHT AND DRIVE EAST ON THE TRACK ROAD FOR
 NU0532'1.1 MILES TO ITS END AT A RESERVOIR.  DRIVE AROUND THE
 NU0532'SOUTH SIDE OF THE RESERVOIR, THENCE UP THE RIDGE FOR 0.1
 NU0532'MILE TO THE STATION.
 NU0532'
 NU0532'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 NU0532'STAMPED IDA 80-147 1960.  THE SURFACE MARK IS SET IN THE NORTH
 NU0532'SIDE OF THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES IN
 NU0532'DIAMETER, PROJECTING 2 INCHES ABOVE THE GROUND.  THE MARK IS 5
 NU0532'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 NU0532'
 NU0532'REFERENCE MARK 1, STAMPED IDA 80-147 NO 1 1960, IS A STANDARD
 NU0532'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 NU0532'IN DIAMETER, PROJECTING 10 INCHES ABOVE THE GROUND.  IT IS ABOUT
 NU0532'1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 NU0532'
 NU0532'REFERENCE MARK 2, STAMPED IDA 80-147 NO 2 1960, IS A STANDARD DISK
 NU0532'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES IN
 NU0532'DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND AND ABOUT THE
 NU0532'SAME ELEVATION AS THE STATION MARK.
 NU0532
 NU0532                          STATION RECOVERY (1960)
 NU0532
 NU0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0532'20.9 MI NW FROM SNOWVILLE.
 NU0532'12.0 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0532'TO BLACK PINE ROAD, THENCE 7.7 MILES NORTH TO THE CREST OF A RIDGE,
 NU0532'THENCE 1.2 MILES EAST, 53.02 FEET SOUTH OF R.M. 1, 35.40 FEET EAST OF
 NU0532'R.M. 2, 5 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN A
 NU0532'CYLINDRICAL CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0533 ***********************************************************************
 NU0533  DESIGNATION -  IDA 80 147 RM 1
 NU0533  PID         -  NU0533
 NU0533  STATE/COUNTY-  ID/ONEIDA
 NU0533  USGS QUAD   -  BLACK PINE (1973)
 NU0533
 NU0533                         *CURRENT SURVEY CONTROL
 NU0533  ___________________________________________________________________
 NU0533* NAD 83(1986)-  42 04 41.     (N)    112 55 25.     (W)     SCALED    
 NU0533* NAVD 88     -      1457.195  (meters)    4780.81   (feet)  ADJUSTED  
 NU0533  ___________________________________________________________________
 NU0533  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 NU0533  DYNAMIC HT  -        1456.210 (meters)    4777.58  (feet)  COMP
 NU0533  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 NU0533
 NU0533  VERT ORDER  -  SECOND    CLASS 0
 NU0533
 NU0533.The horizontal coordinates were scaled from a topographic map and have
 NU0533.an estimated accuracy of +/- 6 seconds.
 NU0533
 NU0533.The orthometric height was determined by differential leveling
 NU0533.and adjusted by the National Geodetic Survey in June 1991..
 NU0533
 NU0533.The geoid height was determined by GEOID03.
 NU0533
 NU0533.The dynamic height is computed by dividing the NAVD 88
 NU0533.geopotential number by the normal gravity value computed on the
 NU0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0533.degrees latitude (g = 980.6199 gals.).
 NU0533
 NU0533.The modeled gravity was interpolated from observed gravity values.
 NU0533
 NU0533;                    North         East    Units  Estimated Accuracy
 NU0533;SPC ID E     -    45,970.      137,370.      MT  (+/- 180 meters Scaled)
 NU0533
 NU0533                          SUPERSEDED SURVEY CONTROL
 NU0533
 NU0533  NGVD 29 (??/??/92) 1456.123  (m)         4777.30   (f) ADJ UNCH    2 0
 NU0533
 NU0533.Superseded values are not recommended for survey control.
 NU0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0533.See file dsdata.txt to determine how the superseded data were derived.
 NU0533
 NU0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM408602(NAD 83)
 NU0533_MARKER: DR = REFERENCE MARK DISK
 NU0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0533_STAMPING: IDA 80-147 NO 1 1960
 NU0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0533+STABILITY: SURFACE MOTION
 NU0533
 NU0533  HISTORY     - Date     Condition        Report By
 NU0533  HISTORY     - 1960     MONUMENTED       CGS
 NU0533
 NU0533                          STATION DESCRIPTION
 NU0533
 NU0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0533'20.9 MI NW FROM SNOWVILLE.
 NU0533'12.0 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0533'TO BLACK PINE ROAD, THENCE 7.7 MILES NORTH TO THE CREST OF A RIDGE,
 NU0533'THENCE 1.2 MILES EAST, 53.02 FEET NORTH OF THE STATION, SET IN A
 NU0533'CYLINDRICAL CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0531 ***********************************************************************
 NU0531  DESIGNATION -  IDA 80 147 RM 2
 NU0531  PID         -  NU0531
 NU0531  STATE/COUNTY-  ID/ONEIDA
 NU0531  USGS QUAD   -  BLACK PINE (1973)
 NU0531
 NU0531                         *CURRENT SURVEY CONTROL
 NU0531  ___________________________________________________________________
 NU0531* NAD 83(1986)-  42 04 42.     (N)    112 55 25.     (W)     SCALED    
 NU0531* NAVD 88     -      1457.128  (meters)    4780.59   (feet)  ADJUSTED  
 NU0531  ___________________________________________________________________
 NU0531  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 NU0531  DYNAMIC HT  -        1456.143 (meters)    4777.36  (feet)  COMP
 NU0531  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 NU0531
 NU0531  VERT ORDER  -  SECOND    CLASS 0
 NU0531
 NU0531.The horizontal coordinates were scaled from a topographic map and have
 NU0531.an estimated accuracy of +/- 6 seconds.
 NU0531
 NU0531.The orthometric height was determined by differential leveling
 NU0531.and adjusted by the National Geodetic Survey in June 1991..
 NU0531
 NU0531.The geoid height was determined by GEOID03.
 NU0531
 NU0531.The dynamic height is computed by dividing the NAVD 88
 NU0531.geopotential number by the normal gravity value computed on the
 NU0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0531.degrees latitude (g = 980.6199 gals.).
 NU0531
 NU0531.The modeled gravity was interpolated from observed gravity values.
 NU0531
 NU0531;                    North         East    Units  Estimated Accuracy
 NU0531;SPC ID E     -    46,000.      137,370.      MT  (+/- 180 meters Scaled)
 NU0531
 NU0531                          SUPERSEDED SURVEY CONTROL
 NU0531
 NU0531  NGVD 29 (??/??/92) 1456.055  (m)         4777.07   (f) ADJ UNCH    2 0
 NU0531
 NU0531.Superseded values are not recommended for survey control.
 NU0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0531.See file dsdata.txt to determine how the superseded data were derived.
 NU0531
 NU0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM408602(NAD 83)
 NU0531_MARKER: DR = REFERENCE MARK DISK
 NU0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0531_STAMPING: IDA 80-147 NO 2 1960
 NU0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0531+STABILITY: SURFACE MOTION
 NU0531
 NU0531  HISTORY     - Date     Condition        Report By
 NU0531  HISTORY     - 1960     MONUMENTED       CGS
 NU0531
 NU0531                          STATION DESCRIPTION
 NU0531
 NU0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0531'20.9 MI NW FROM SNOWVILLE.
 NU0531'12.0 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0531'TO BLACK PINE ROAD, THENCE 7.7 MILES NORTH TO THE CREST OF A RIDGE,
 NU0531'THENCE 1.2 MILES EAST, 35.40 FEET WEST OF THE STATION, SET IN A
 NU0531'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0537 ***********************************************************************
 NU0537  DESIGNATION -  IDA 80 148
 NU0537  PID         -  NU0537
 NU0537  STATE/COUNTY-  ID/ONEIDA
 NU0537  USGS QUAD   -  BLACK PINE (1973)
 NU0537
 NU0537                         *CURRENT SURVEY CONTROL
 NU0537  ___________________________________________________________________
 NU0537* NAD 83(1994)-  42 03 24.80920(N)    112 53 48.16764(W)     ADJUSTED  
 NU0537* NAVD 88     -      1421.381  (meters)    4663.31   (feet)  ADJUSTED  
 NU0537  ___________________________________________________________________
 NU0537  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 NU0537  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 NU0537  DYNAMIC HT  -        1420.424 (meters)    4660.17  (feet)  COMP
 NU0537  MODELED GRAV-     979,899.2   (mgal)                       NAVD 88
 NU0537
 NU0537  HORZ ORDER  -  THIRD
 NU0537  VERT ORDER  -  SECOND    CLASS 0
 NU0537
 NU0537.The horizontal coordinates were established by classical geodetic methods
 NU0537.and adjusted by the National Geodetic Survey in November 1997..
 NU0537
 NU0537.The orthometric height was determined by differential leveling
 NU0537.and adjusted by the National Geodetic Survey in June 1991..
 NU0537
 NU0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0537
 NU0537.The geoid height was determined by GEOID03.
 NU0537
 NU0537.The dynamic height is computed by dividing the NAVD 88
 NU0537.geopotential number by the normal gravity value computed on the
 NU0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0537.degrees latitude (g = 980.6199 gals.).
 NU0537
 NU0537.The modeled gravity was interpolated from observed gravity values.
 NU0537
 NU0537;                    North         East     Units Scale Factor Converg.
 NU0537;SPC ID E     -    43,598.111   139,572.002   MT  0.99999228   -0 29 20.6
 NU0537;SPC ID C     -    43,929.241   591,322.467   MT  1.00004995   +0 44 20.8
 NU0537;SPC UT N     - 1,192,342.592   384,382.896   MT  1.00005587   -0 55 15.3
 NU0537;UTM  12      - 4,657,833.323   343,055.723   MT  0.99990309   -1 16 14.9
 NU0537
 NU0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0537!SPC ID E     -   0.99977943  x   0.99999228  =   0.99977171
 NU0537!SPC ID C     -   0.99977943  x   1.00004995  =   0.99982936
 NU0537!SPC UT N     -   0.99977943  x   1.00005587  =   0.99983528
 NU0537!UTM  12      -   0.99977943  x   0.99990309  =   0.99968254
 NU0537
 NU0537|---------------------------------------------------------------------|
 NU0537| PID    Reference Object                     Distance      Geod. Az  |
 NU0537|                                                           dddmmss.s |
 NU0537| NU0538 IDA 80 148 RM 1                      11.807 METERS 00137     |
 NU0537| NU0543 IDA 80 149                          APPROX. 5.6 KM 1425242.4 |
 NU0537| NU0536 IDA 80 148 RM 2                      16.424 METERS 31349     |
 NU0537|---------------------------------------------------------------------|
 NU0537
 NU0537                          SUPERSEDED SURVEY CONTROL
 NU0537
 NU0537  NAD 83(1992)-  42 03 24.80122(N)    112 53 48.14839(W) AD(       ) 3
 NU0537  NAD 83(1986)-  42 03 24.80110(N)    112 53 48.14811(W) AD(       ) 3
 NU0537  NAD 27      -  42 03 25.09380(N)    112 53 45.20090(W) AD(       ) 3
 NU0537  NGVD 29 (??/??/92) 1420.321  (m)         4659.84   (f) ADJ UNCH    2 0
 NU0537
 NU0537.Superseded values are not recommended for survey control.
 NU0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0537.See file dsdata.txt to determine how the superseded data were derived.
 NU0537
 NU0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM4305657833(NAD 83)
 NU0537_MARKER: DS = TRIANGULATION STATION DISK
 NU0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0537_STAMPING: IDA 80-148 1960
 NU0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0537+STABILITY: SURFACE MOTION
 NU0537
 NU0537  HISTORY     - Date     Condition        Report By
 NU0537  HISTORY     - 1960     MONUMENTED       CGS
 NU0537  HISTORY     - 1960     GOOD             CGS
 NU0537
 NU0537                          STATION DESCRIPTION
 NU0537
 NU0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0537'THE STATION IS 15 MILES NORTHWEST OF SNOWVILLE, 6 MILES NORTH
 NU0537'OF U.S. HIGHWAY 30S, 2-1/2 MILES EAST OF THE BLACK PINE, JUNIPER
 NU0537'AND SUBLETTE ROAD, ON THE SOUTHWEST SIDE OF A NORTHEAST FENCE
 NU0537'CORNER AND ALONG THE SOUTHWEST SIDE OF THE PROPOSED INTERSTATE
 NU0537'HIGHWAY.
 NU0537'
 NU0537'TO REACH THE STATION FROM THE JUNCTION OF THE HOLBROOK ROAD AND
 NU0537'U.S. HIGWAY 30S, IN SNOWVILLE, DRIVE WEST ON THE HIGHWAY FOR 12
 NU0537'MILES TO THE GRAVELED BLACK PINE, JUNIPER AND SUBLETTE ROAD ON
 NU0537'THE RIGHT.  TURN RIGHT AND DRIVE NORTH FOR 6 MILES TO A CATTLE
 NU0537'GUARD.  CROSS THE CATTLE GUARD, TURN RIGHT AND DRIVE EAST ALONG
 NU0537'A ROAD ON THE NORTH SIDE OF AN EAST-WEST FENCE FOR 2.5 MILES
 NU0537'TO A FENCE CORNER AND THE STATION ON THE RIGHT.
 NU0537'
 NU0537'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 NU0537'STAMPED IDA 80-148 1960.  THE SURFACE MARK IS SET IN THE TOP OF A
 NU0537'CYLINDRICAL CONCRETE POST, 12 INCHES IN DIAMETER, PROJECTING 6
 NU0537'INCHES ABOVE THE GROUND.  IT IS 40.7 FEET SOUTH OF THE EAST-WEST
 NU0537'FENCE, 9.0 FEET WEST OF THE NORTH-SOUTH FENCE AND 3.5 FEET SOUTH
 NU0537'OF A METAL WITNESS POST WITH SIGN.
 NU0537'
 NU0537'REFERENCE MARK 1, STAMPED IDA 80-148 NO 1 1960, IS A STANDARD
 NU0537'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES IN
 NU0537'DIAMETER, PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 5 FEET WEST
 NU0537'OF THE NORTHEAST FENCE CORNER AND 2 FEET SOUTH OF THE EAST-WEST
 NU0537'FENCE.
 NU0537'
 NU0537'REFERENCE MARK 2, STAMPED IDA 80-148 NO 2 1960, IS A STANDARD
 NU0537'DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES
 NU0537'IN DIAMETER, PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 4.0
 NU0537'FEET SOUTH OF THE EAST-WEST FENCE.
 NU0537
 NU0537                          STATION RECOVERY (1960)
 NU0537
 NU0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0537'20.5 MI NW FROM SNOWVILLE.
 NU0537'12.0 MILES WEST ON U.S. HIGHWAY 30 FROM THE NELSON CAFE AT SNOWVILLE
 NU0537'TO BLACK PINE ROAD, THENCE 6.0 MILES NORTH TO A CATTLE GUARD, THENCE
 NU0537'2.5 MILES EAST TO A FENCE CORNER, 53.88 FEET SOUTHEAST OF R.M. 2, 40.7
 NU0537'FEET SOUTH OF A FENCE LINE, 38.74 FEET SOUTH OF R.M. 1, 9 FEET WEST OF
 NU0537'A FENCE LINE, 3.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN
 NU0537'A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0538 ***********************************************************************
 NU0538  DESIGNATION -  IDA 80 148 RM 1
 NU0538  PID         -  NU0538
 NU0538  STATE/COUNTY-  ID/ONEIDA
 NU0538  USGS QUAD   -  BLACK PINE (1973)
 NU0538
 NU0538                         *CURRENT SURVEY CONTROL
 NU0538  ___________________________________________________________________
 NU0538* NAD 83(1986)-  42 03 26.     (N)    112 53 46.     (W)     SCALED    
 NU0538* NAVD 88     -      1421.138  (meters)    4662.52   (feet)  ADJUSTED  
 NU0538  ___________________________________________________________________
 NU0538  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 NU0538  DYNAMIC HT  -        1420.181 (meters)    4659.38  (feet)  COMP
 NU0538  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 NU0538
 NU0538  VERT ORDER  -  SECOND    CLASS 0
 NU0538
 NU0538.The horizontal coordinates were scaled from a topographic map and have
 NU0538.an estimated accuracy of +/- 6 seconds.
 NU0538
 NU0538.The orthometric height was determined by differential leveling
 NU0538.and adjusted by the National Geodetic Survey in June 1991..
 NU0538
 NU0538.The geoid height was determined by GEOID03.
 NU0538
 NU0538.The dynamic height is computed by dividing the NAVD 88
 NU0538.geopotential number by the normal gravity value computed on the
 NU0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0538.degrees latitude (g = 980.6199 gals.).
 NU0538
 NU0538.The modeled gravity was interpolated from observed gravity values.
 NU0538
 NU0538;                    North         East    Units  Estimated Accuracy
 NU0538;SPC ID E     -    43,630.      139,620.      MT  (+/- 180 meters Scaled)
 NU0538
 NU0538                          SUPERSEDED SURVEY CONTROL
 NU0538
 NU0538  NGVD 29 (??/??/92) 1420.078  (m)         4659.04   (f) ADJ UNCH    2 0
 NU0538
 NU0538.Superseded values are not recommended for survey control.
 NU0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0538.See file dsdata.txt to determine how the superseded data were derived.
 NU0538
 NU0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM431578(NAD 83)
 NU0538_MARKER: DR = REFERENCE MARK DISK
 NU0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0538_STAMPING: IDA 80-148 NO 1 1960
 NU0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0538+STABILITY: SURFACE MOTION
 NU0538
 NU0538  HISTORY     - Date     Condition        Report By
 NU0538  HISTORY     - 1960     MONUMENTED       CGS
 NU0538  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0538
 NU0538                          STATION DESCRIPTION
 NU0538
 NU0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0538'20.5 MI NW FROM SNOWVILLE.
 NU0538'12.0 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0538'TO BLACK PINE ROAD, THENCE 6.0 MILES NORTH TO A CATTLE GUARD, THENCE
 NU0538'2.5 MILES EAST TO A FENCE CORNER, 38.74 FEET NORTH OF THE STATION, 5
 NU0538'FEET WEST OF A FENCE CORNER, SET IN A CYLINDRICAL CONCRETE POST
 NU0538'PROJECTING 2 INCHES.
 NU0538
 NU0538                          STATION RECOVERY (1973)
 NU0538
 NU0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0536 ***********************************************************************
 NU0536  DESIGNATION -  IDA 80 148 RM 2
 NU0536  PID         -  NU0536
 NU0536  STATE/COUNTY-  ID/ONEIDA
 NU0536  USGS QUAD   -  BLACK PINE (1973)
 NU0536
 NU0536                         *CURRENT SURVEY CONTROL
 NU0536  ___________________________________________________________________
 NU0536* NAD 83(1986)-  42 03 27.     (N)    112 53 47.     (W)     SCALED    
 NU0536* NAVD 88     -      1421.159  (meters)    4662.59   (feet)  ADJUSTED  
 NU0536  ___________________________________________________________________
 NU0536  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 NU0536  DYNAMIC HT  -        1420.202 (meters)    4659.45  (feet)  COMP
 NU0536  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 NU0536
 NU0536  VERT ORDER  -  SECOND    CLASS 0
 NU0536
 NU0536.The horizontal coordinates were scaled from a topographic map and have
 NU0536.an estimated accuracy of +/- 6 seconds.
 NU0536
 NU0536.The orthometric height was determined by differential leveling
 NU0536.and adjusted by the National Geodetic Survey in June 1991..
 NU0536
 NU0536.The geoid height was determined by GEOID03.
 NU0536
 NU0536.The dynamic height is computed by dividing the NAVD 88
 NU0536.geopotential number by the normal gravity value computed on the
 NU0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0536.degrees latitude (g = 980.6199 gals.).
 NU0536
 NU0536.The modeled gravity was interpolated from observed gravity values.
 NU0536
 NU0536;                    North         East    Units  Estimated Accuracy
 NU0536;SPC ID E     -    43,670.      139,600.      MT  (+/- 180 meters Scaled)
 NU0536
 NU0536                          SUPERSEDED SURVEY CONTROL
 NU0536
 NU0536  NGVD 29 (??/??/92) 1420.099  (m)         4659.11   (f) ADJ UNCH    2 0
 NU0536
 NU0536.Superseded values are not recommended for survey control.
 NU0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0536.See file dsdata.txt to determine how the superseded data were derived.
 NU0536
 NU0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM430579(NAD 83)
 NU0536_MARKER: DR = REFERENCE MARK DISK
 NU0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0536_STAMPING: IDA 80-148 NO 2 1960
 NU0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0536+STABILITY: SURFACE MOTION
 NU0536
 NU0536  HISTORY     - Date     Condition        Report By
 NU0536  HISTORY     - 1960     MONUMENTED       CGS
 NU0536  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0536
 NU0536                          STATION DESCRIPTION
 NU0536
 NU0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0536'20.5 MI NW FROM SNOWVILLE.
 NU0536'12.0 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0536'TO BLACK PINE ROAD, THENCE 6.0 MILES NORTH TO A CATTLE GUARD, THENCE
 NU0536'2.5 MILES EAST TO A FENCE CORNER, 53.88 FEET NORTHWEST OF THE STATION,
 NU0536'4 FEET SOUTH OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 NU0536'PROJECTING 2 INCHES.
 NU0536
 NU0536                          STATION RECOVERY (1973)
 NU0536
 NU0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0543 ***********************************************************************
 NU0543  DESIGNATION -  IDA 80 149
 NU0543  PID         -  NU0543
 NU0543  STATE/COUNTY-  ID/ONEIDA
 NU0543  USGS QUAD   -  THE COVE (1984)
 NU0543
 NU0543                         *CURRENT SURVEY CONTROL
 NU0543  ___________________________________________________________________
 NU0543* NAD 83(1994)-  42 01 00.51881(N)    112 51 21.74112(W)     ADJUSTED  
 NU0543* NAVD 88     -      1394.672  (meters)    4575.69   (feet)  ADJUSTED  
 NU0543  ___________________________________________________________________
 NU0543  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 NU0543  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 NU0543  DYNAMIC HT  -        1393.735 (meters)    4572.61  (feet)  COMP
 NU0543  MODELED GRAV-     979,901.9   (mgal)                       NAVD 88
 NU0543
 NU0543  HORZ ORDER  -  SECOND
 NU0543  VERT ORDER  -  SECOND    CLASS 0
 NU0543
 NU0543.The horizontal coordinates were established by classical geodetic methods
 NU0543.and adjusted by the National Geodetic Survey in November 1997..
 NU0543
 NU0543.The orthometric height was determined by differential leveling
 NU0543.and adjusted by the National Geodetic Survey in June 1991..
 NU0543
 NU0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0543
 NU0543.The geoid height was determined by GEOID03.
 NU0543
 NU0543.The dynamic height is computed by dividing the NAVD 88
 NU0543.geopotential number by the normal gravity value computed on the
 NU0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0543.degrees latitude (g = 980.6199 gals.).
 NU0543
 NU0543.The modeled gravity was interpolated from observed gravity values.
 NU0543
 NU0543;                    North         East     Units Scale Factor Converg.
 NU0543;SPC ID E     -    39,118.455   142,902.855   MT  0.99998747   -0 27 41.2
 NU0543;SPC ID C     -    39,521.696   594,748.754   MT  1.00005779   +0 45 56.8
 NU0543;SPC UT N     - 1,187,837.658   387,680.059   MT  1.00004625   -0 53 38.8
 NU0543;UTM  12      - 4,653,309.077   346,324.868   MT  0.99989060   -1 14 33.3
 NU0543
 NU0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0543!SPC ID E     -   0.99978363  x   0.99998747  =   0.99977110
 NU0543!SPC ID C     -   0.99978363  x   1.00005779  =   0.99984141
 NU0543!SPC UT N     -   0.99978363  x   1.00004625  =   0.99982987
 NU0543!UTM  12      -   0.99978363  x   0.99989060  =   0.99967425
 NU0543
 NU0543|---------------------------------------------------------------------|
 NU0543| PID    Reference Object                     Distance      Geod. Az  |
 NU0543|                                                           dddmmss.s |
 NU0543| NU0542 IDA 80 149 RM 1                      12.012 METERS 03300     |
 NU0543| NU0544 IDA 80 149 AZ MK                                   1444711.8 |
 NU0543| NU0541 IDA 80 149 RM 2                      12.373 METERS 29626     |
 NU0543|---------------------------------------------------------------------|
 NU0543
 NU0543                          SUPERSEDED SURVEY CONTROL
 NU0543
 NU0543  NAD 83(1992)-  42 01 00.51162(N)    112 51 21.72175(W) AD(       ) 2
 NU0543  NAD 83(1986)-  42 01 00.51144(N)    112 51 21.72160(W) AD(       ) 2
 NU0543  NAD 27      -  42 01 00.80230(N)    112 51 18.77920(W) AD(       ) 2
 NU0543  NGVD 29 (??/??/92) 1393.624  (m)         4572.25   (f) ADJ UNCH    2 0
 NU0543
 NU0543.Superseded values are not recommended for survey control.
 NU0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0543.See file dsdata.txt to determine how the superseded data were derived.
 NU0543
 NU0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM4632553309(NAD 83)
 NU0543_MARKER: DS = TRIANGULATION STATION DISK
 NU0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0543_STAMPING: IDA 80-149 1960
 NU0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0543+STABILITY: SURFACE MOTION
 NU0543
 NU0543  HISTORY     - Date     Condition        Report By
 NU0543  HISTORY     - 1960     MONUMENTED       CGS
 NU0543  HISTORY     - 1960     GOOD             CGS
 NU0543
 NU0543                          STATION DESCRIPTION
 NU0543
 NU0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0543'THE STATION IS LOCATED ABOUT 9 MILES, AIRLINE, WEST NORTHWEST OF
 NU0543'SNOWVILLE, UTAH, 9 MILES, AIRLINE, SOUTHWEST OF CURLEW RESERVOIR,
 NU0543'AND 3-1/2 MILES NORTH OF U.S. HIGHWAY 30S ON A LOW SAGE COVERED
 NU0543'RIDGE.
 NU0543'
 NU0543'TO REACH THE STATION FROM THE MAIN INTERSECTION IN SNOWVILLE,
 NU0543'GO WEST ON U.S. HIGHWAY 30S FOR 6.2 MILES TO A SIDE ROAD AND A
 NU0543'WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND
 NU0543'GO NORTHERLY FOR 1.4 MILES TO A DOUBLE GATE AT A FENCE CORNER.
 NU0543'PASS THROUGH THE GATE ON THE RIGHT AND FOLLOW A DIM TRACK ROAD
 NU0543'ALONG A FENCELINE FOR A1.1 MILE TO A CROSSROAD.  TURN RIGHT AND
 NU0543'GO EASTERLY FOR 0.4 MILE TO A DIM TRACK ROAD ON THE LEFT.  TURN
 NU0543'LEFT AND GO 0.75 MILE TO A CROSSROAD AND THE AZIMUTH MARK ON THE
 NU0543'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A FORK.
 NU0543'KEEP THE RIGHT FORK AND CONTINUE 0.35 MILE TO THE TOP OF THE
 NU0543'RIDGE AND THE STATION SITE.
 NU0543'
 NU0543'THE STATION MARK IS A STANDARD DISK STAMPED IDA 80-149 1960,
 NU0543'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 4
 NU0543'INCHES ABOVE GROUND LEVEL.  MARK IS 4 FEET WEST OF A METAL WITNESS
 NU0543'POST WITH SIGN ATTACHED.
 NU0543'
 NU0543'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED IDA 80-149 NO 1
 NU0543'1960, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS
 NU0543'10 INCHES ABOVE GROUND LEVEL.
 NU0543'
 NU0543'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED IDA 80-149 NO 2
 NU0543'1960, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS
 NU0543'2 INCHES ABOVE GROUND LEVEL.
 NU0543'
 NU0543'THE AZIMUTH MARK IS A STANDARD DISK STAMPED IDA 80-149 1960,
 NU0543'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS
 NU0543'FLUSH WITH GROUND LEVEL.  MARK IS 75 FEET NORTHEAST OF A DIRT
 NU0543'ROAD, 200 FEET NORTHWEST OF AN INTERSECTION, AND 2 FEET NORTHEAST
 NU0543'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NU0543
 NU0543                          STATION RECOVERY (1960)
 NU0543
 NU0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NU0543'10.8 MI NW FROM SNOWVILLE.
 NU0543'6.2 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0543'TO THE SALT LAKE PIPELINE, THENCE 1.4 MILES NORTHWEST ON PIPELINE ROAD
 NU0543'TO A GATE, PASS THROUGH GATE ON RIGHT AND CONTINUE NORTHERLY FOR 1.1
 NU0543'MILES TO A CROSS ROAD, THENCE 0.4 MILE EAST TO A DIM TRACK ROAD ON THE
 NU0543'LEFT, THENCE 1.35 MILES NORTHERLY TO A FORK, THENCE 0.35 MILE ON RIGHT
 NU0543'FORK TO CREST OF RIDGE, 40.59 FEET SOUTHEAST OF R.M. 2, 39.40 FEET
 NU0543'SOUTHWEST OF R.M. 1, 4 FEET WEST OF A METAL WITNESS POST WITH SIGN,
 NU0543'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0544 ***********************************************************************
 NU0544  DESIGNATION -  IDA 80 149 AZ MK
 NU0544  PID         -  NU0544
 NU0544  STATE/COUNTY-  ID/ONEIDA
 NU0544  USGS QUAD   -  THE COVE (1984)
 NU0544
 NU0544                         *CURRENT SURVEY CONTROL
 NU0544  ___________________________________________________________________
 NU0544* NAD 83(1986)-  42 00 22.     (N)    112 50 45.     (W)     SCALED    
 NU0544* NAVD 88     -      1374.674  (meters)    4510.08   (feet)  ADJUSTED  
 NU0544  ___________________________________________________________________
 NU0544  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 NU0544  DYNAMIC HT  -        1373.751 (meters)    4507.05  (feet)  COMP
 NU0544  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 NU0544
 NU0544  VERT ORDER  -  SECOND    CLASS 0
 NU0544
 NU0544.The horizontal coordinates were scaled from a topographic map and have
 NU0544.an estimated accuracy of +/- 6 seconds.
 NU0544
 NU0544.The orthometric height was determined by differential leveling
 NU0544.and adjusted by the National Geodetic Survey in June 1991..
 NU0544
 NU0544.The geoid height was determined by GEOID03.
 NU0544
 NU0544.The dynamic height is computed by dividing the NAVD 88
 NU0544.geopotential number by the normal gravity value computed on the
 NU0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0544.degrees latitude (g = 980.6199 gals.).
 NU0544
 NU0544.The modeled gravity was interpolated from observed gravity values.
 NU0544
 NU0544;                    North         East    Units  Estimated Accuracy
 NU0544;SPC ID E     -    37,920.      143,740.      MT  (+/- 180 meters Scaled)
 NU0544
 NU0544                          SUPERSEDED SURVEY CONTROL
 NU0544
 NU0544  NGVD 29 (??/??/92) 1373.626  (m)         4506.64   (f) ADJ UNCH    2 0
 NU0544
 NU0544.Superseded values are not recommended for survey control.
 NU0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0544.See file dsdata.txt to determine how the superseded data were derived.
 NU0544
 NU0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM471521(NAD 83)
 NU0544_MARKER: DB = BENCH MARK DISK
 NU0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0544_STAMPING: IDA 80-149 1960
 NU0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0544+STABILITY: SURFACE MOTION
 NU0544
 NU0544  HISTORY     - Date     Condition        Report By
 NU0544  HISTORY     - 1960     MONUMENTED       CGS
 NU0544
 NU0544                          STATION DESCRIPTION
 NU0544
 NU0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0544'9.85 MI NW FROM SNOWVILLE.
 NU0544'6.2 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0544'TO THE SALT LAKE PIPELINE, THENCE 1.4 MILES NORTHWEST ON PIPELINE ROAD
 NU0544'TO A GATE, PASS THROUGH GATE ON RIGHT AND CONTINUE NORTHERLY FOR 1.1
 NU0544'MILES TO A CROSS ROAD, THENCE 0.4 MILE EAST TO A DIM TRACK ROAD ON THE
 NU0544'LEFT, THENCE 0.75 MILE NORTHERLY TO A CROSS ROAD, 200 FEET NORTHWEST
 NU0544'OF THE INTERSECTION 75 FEET NORTHEAST OF A DIRT ROAD, 2 FEET NORTHEAST
 NU0544'OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST FLUSH
 NU0544'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0542 ***********************************************************************
 NU0542  DESIGNATION -  IDA 80 149 RM 1
 NU0542  PID         -  NU0542
 NU0542  STATE/COUNTY-  ID/ONEIDA
 NU0542  USGS QUAD   -  THE COVE (1984)
 NU0542
 NU0542                         *CURRENT SURVEY CONTROL
 NU0542  ___________________________________________________________________
 NU0542* NAD 83(1986)-  42 01 03.     (N)    112 51 21.     (W)     SCALED    
 NU0542* NAVD 88     -      1395.140  (meters)    4577.22   (feet)  ADJUSTED  
 NU0542  ___________________________________________________________________
 NU0542  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 NU0542  DYNAMIC HT  -        1394.203 (meters)    4574.15  (feet)  COMP
 NU0542  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 NU0542
 NU0542  VERT ORDER  -  SECOND    CLASS 0
 NU0542
 NU0542.The horizontal coordinates were scaled from a topographic map and have
 NU0542.an estimated accuracy of +/- 6 seconds.
 NU0542
 NU0542.The orthometric height was determined by differential leveling
 NU0542.and adjusted by the National Geodetic Survey in June 1991..
 NU0542
 NU0542.The geoid height was determined by GEOID03.
 NU0542
 NU0542.The dynamic height is computed by dividing the NAVD 88
 NU0542.geopotential number by the normal gravity value computed on the
 NU0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0542.degrees latitude (g = 980.6199 gals.).
 NU0542
 NU0542.The modeled gravity was interpolated from observed gravity values.
 NU0542
 NU0542;                    North         East    Units  Estimated Accuracy
 NU0542;SPC ID E     -    39,200.      142,920.      MT  (+/- 180 meters Scaled)
 NU0542
 NU0542                          SUPERSEDED SURVEY CONTROL
 NU0542
 NU0542  NGVD 29 (??/??/92) 1394.092  (m)         4573.78   (f) ADJ UNCH    2 0
 NU0542
 NU0542.Superseded values are not recommended for survey control.
 NU0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0542.See file dsdata.txt to determine how the superseded data were derived.
 NU0542
 NU0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM463533(NAD 83)
 NU0542_MARKER: DR = REFERENCE MARK DISK
 NU0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0542_STAMPING: IDA 80-149 NO 1 1960
 NU0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0542+STABILITY: SURFACE MOTION
 NU0542
 NU0542  HISTORY     - Date     Condition        Report By
 NU0542  HISTORY     - 1960     MONUMENTED       CGS
 NU0542
 NU0542                          STATION DESCRIPTION
 NU0542
 NU0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0542'10.8 MI NW FROM SNOWVILLE.
 NU0542'6.2 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0542'TO THE SALT LAKE PIPELINE, THENCE 1.4 MILES NORTHWEST ON PIPELINE ROAD
 NU0542'TO A GATE, PASS THROUGH GATE ON RIGHT AND CONTINUE NORTHERLY FOR 1.1
 NU0542'MILES TO A CROSS ROAD, THENCE 0.4 MILE EAST TO A DIM TRACK ROAD ON THE
 NU0542'LEFT, THENCE 1.35 MILES NORTHERLY TO A FORK, THENCE 0.35 MILE ON RIGHT
 NU0542'FORK TO CREST OF RIDGE, 39.40 FEET NORTHEAST OF THE STATION, SET IN A
 NU0542'CYLINDRICAL CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0541 ***********************************************************************
 NU0541  DESIGNATION -  IDA 80 149 RM 2
 NU0541  PID         -  NU0541
 NU0541  STATE/COUNTY-  ID/ONEIDA
 NU0541  USGS QUAD   -  THE COVE (1984)
 NU0541
 NU0541                         *CURRENT SURVEY CONTROL
 NU0541  ___________________________________________________________________
 NU0541* NAD 83(1986)-  42 01 03.     (N)    112 51 21.     (W)     SCALED    
 NU0541* NAVD 88     -      1394.526  (meters)    4575.21   (feet)  ADJUSTED  
 NU0541  ___________________________________________________________________
 NU0541  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 NU0541  DYNAMIC HT  -        1393.589 (meters)    4572.13  (feet)  COMP
 NU0541  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 NU0541
 NU0541  VERT ORDER  -  SECOND    CLASS 0
 NU0541
 NU0541.The horizontal coordinates were scaled from a topographic map and have
 NU0541.an estimated accuracy of +/- 6 seconds.
 NU0541
 NU0541.The orthometric height was determined by differential leveling
 NU0541.and adjusted by the National Geodetic Survey in June 1991..
 NU0541
 NU0541.The geoid height was determined by GEOID03.
 NU0541
 NU0541.The dynamic height is computed by dividing the NAVD 88
 NU0541.geopotential number by the normal gravity value computed on the
 NU0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0541.degrees latitude (g = 980.6199 gals.).
 NU0541
 NU0541.The modeled gravity was interpolated from observed gravity values.
 NU0541
 NU0541;                    North         East    Units  Estimated Accuracy
 NU0541;SPC ID E     -    39,200.      142,920.      MT  (+/- 180 meters Scaled)
 NU0541
 NU0541                          SUPERSEDED SURVEY CONTROL
 NU0541
 NU0541  NGVD 29 (??/??/92) 1393.478  (m)         4571.77   (f) ADJ UNCH    2 0
 NU0541
 NU0541.Superseded values are not recommended for survey control.
 NU0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0541.See file dsdata.txt to determine how the superseded data were derived.
 NU0541
 NU0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM463533(NAD 83)
 NU0541_MARKER: DR = REFERENCE MARK DISK
 NU0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0541_STAMPING: IDA 80-149 NO 2 1960
 NU0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0541+STABILITY: SURFACE MOTION
 NU0541
 NU0541  HISTORY     - Date     Condition        Report By
 NU0541  HISTORY     - 1960     MONUMENTED       CGS
 NU0541
 NU0541                          STATION DESCRIPTION
 NU0541
 NU0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0541'10.8 MI NW FROM SNOWVILLE.
 NU0541'6.2 MILES WEST ON U.S. HIGHWAY 30S FROM THE NELSON CAFE AT SNOWVILLE
 NU0541'TO THE SALT LAKE PIPELINE, THENCE 1.4 MILES NORTHWEST ON PIPELINE ROAD
 NU0541'TO A GATE, PASS THROUGH GATE ON RIGHT AND CONTINUE NORTHERLY FOR 1.1
 NU0541'MILES TO A CROSS ROAD, THENCE 0.4 MILE EAST TO A DIM TRACK ROAD ON THE
 NU0541'LEFT, THENCE 1.35 MILES NORTHERLY TO A FORK, THENCE 0.35 MILE ON RIGHT
 NU0541'FORK TO CREST OF RIDGE, 40.59 FEET NORTHWEST OF THE STATION, SET IN A
 NU0541'CYLINDRICAL CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1393 ***********************************************************************
 OH1393  DESIGNATION -  IDA 80 15
 OH1393  PID         -  OH1393
 OH1393  STATE/COUNTY-  ID/CANYON
 OH1393  USGS QUAD   -  CALDWELL (1971)
 OH1393
 OH1393                         *CURRENT SURVEY CONTROL
 OH1393  ___________________________________________________________________
 OH1393* NAD 83(1992)-  43 41 30.33256(N)    116 40 29.74972(W)     ADJUSTED  
 OH1393* NAVD 88     -       725.     (meters)    2379.     (feet)  SCALED    
 OH1393  ___________________________________________________________________
 OH1393  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 OH1393  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 OH1393
 OH1393  HORZ ORDER  -  SECOND
 OH1393
 OH1393.The horizontal coordinates were established by classical geodetic methods
 OH1393.and adjusted by the National Geodetic Survey in July 1992..
 OH1393
 OH1393.The orthometric height was scaled from a topographic map.
 OH1393
 OH1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1393
 OH1393.The geoid height was determined by GEOID03.
 OH1393
 OH1393;                    North         East     Units Scale Factor Converg.
 OH1393;SPC ID W     -   225,361.183   725,436.677   MT  1.00000169   -0 38 20.2
 OH1393;UTM  11      - 4,837,689.459   526,196.715   MT  0.99960844   +0 13 28.4
 OH1393
 OH1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1393!SPC ID W     -   0.99988907  x   1.00000169  =   0.99989076
 OH1393!UTM  11      -   0.99988907  x   0.99960844  =   0.99949755
 OH1393
 OH1393|---------------------------------------------------------------------|
 OH1393| PID    Reference Object                     Distance      Geod. Az  |
 OH1393|                                                           dddmmss.s |
 OH1393| CD5324 IDA 80 15 RM 1                       23.233 METERS 11751     |
 OH1393| OH1390 CALDWELL RADIO STA KCID MAST        APPROX. 4.3 KM 1313334.7 |
 OH1393| OH1392 CALDWELL MUNICIPAL TANK             APPROX. 1.8 KM 1773231.8 |
 OH1393| CD5325 IDA 80 15 RM 2                       23.405 METERS 29452     |
 OH1393|---------------------------------------------------------------------|
 OH1393
 OH1393                          SUPERSEDED SURVEY CONTROL
 OH1393
 OH1393  NAD 83(1991)-  43 41 30.33242(N)    116 40 29.74836(W) AD(       ) 2
 OH1393  NAD 83(1986)-  43 41 30.33215(N)    116 40 29.74796(W) AD(       ) 2
 OH1393  NAD 27      -  43 41 30.75431(N)    116 40 26.25043(W) AD(       ) 2
 OH1393
 OH1393.Superseded values are not recommended for survey control.
 OH1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1393.See file dsdata.txt to determine how the superseded data were derived.
 OH1393
 OH1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2619737689(NAD 83)
 OH1393_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1393
 OH1393  HISTORY     - Date     Condition        Report By
 OH1393  HISTORY     - 1959     MONUMENTED       CGS
 OH1393  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OH1393
 OH1393                          STATION DESCRIPTION
 OH1393
 OH1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH1393'THE STATION IS AT THE NORTHEAST CORNER OF THE CALDWELL CEMETARY
 OH1393'AND ON THE TOP OF THE BLUFF OVER LOOKING THE BOISE RIVER, 35
 OH1393'FEET SOUTH OF THE NORTH EDGE OF THE BLUFF, 33 FEET NORTH OF THE
 OH1393'CENTER LINE OF A GRAVELLED STREET (UVALDE STREET) AND 6 FEET
 OH1393'SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 OH1393'
 OH1393'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 20, 26, AND 30
 OH1393'AND KIMBAL STREET IN CALDWELL GO NORTHEAST ON KIMBAL STREET FOR
 OH1393'0.1 MILE TO THE INTERSECTION OF ILLINOIS STREET, TURN LEFT
 OH1393'AND FOLLOW ILLINOIS STREET FOR 1.4 MILES TO ITS END AT UVALDE
 OH1393'STREET, TURN RIGHT, EAST AND FOLLOW UVALDE STREET FOR 0.2 MILE
 OH1393'TO A PROMINENT CLEARED AREA AT THE NORTHEAST CORNER OF THE
 OH1393'CEMETARY AND THE STATION SITE.
 OH1393'
 OH1393'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH1393'POST PROJECTING 4 INCHES AND STAMPED IDA 80-15 1959.
 OH1393'
 OH1393'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH1393'POST PROJECTING 2 INCHES AND STAMPED IDA 80-15 NO 1 1959.
 OH1393'
 OH1393'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH1393'POST PROJECTING 2 INCHES AND STAMPED IDA 80-15 NO 2 1959.
 OH1393
 OH1393                          STATION RECOVERY (1970)
 OH1393
 OH1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OH1393'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED AS
 OH1393'DESCRIBED.  THE FOLLOWING IS AN ALTERNATE TO REACH, AND A NEW
 OH1393'BOX SCORE.
 OH1393'
 OH1393'TO REACH THE STATION FROM THE CALDWELL POST OFFICE GO WEST
 OH1393'ON ARTHUR STREET FOR 0.1 MILE TO KIMBALL AVENUE, TURN RIGHT,
 OH1393'AND GO NORTHEAST ON KIMBALL AVENUE FOR 0.6 MILE TO INTERSTATE
 OH1393'80N, CROSS INTERSTATE 80N, AND CONTINUE NORTHEAST ON KIMBALL
 OH1393'AVENUE FOR 0.1 MILE TO ILLINOIS AVENUE, TURN LEFT, AND GO NORTH
 OH1393'ON ILLINOIS AVENUE FOR 1.3 MILES TO THE END OF THE AVENUE AT
 OH1393'UVALDE STREET, TURN RIGHT, AND GO EAST ON UVALDE STREET, ALONG
 OH1393'THE NORTH SIDE OF THE CANYON HILL CEMETERY, FOR 0.15 MILE TO
 OH1393'THE STATION ON THE LEFT.
 OH1393'
 OH1393'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH
 OH1393'OF CALDWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0548 ***********************************************************************
 OH0548  DESIGNATION -  IDA 80 16
 OH0548  PID         -  OH0548
 OH0548  STATE/COUNTY-  ID/CANYON
 OH0548  USGS QUAD   -  CALDWELL (1971)
 OH0548
 OH0548                         *CURRENT SURVEY CONTROL
 OH0548  ___________________________________________________________________
 OH0548* NAD 83(1992)-  43 39 47.08418(N)    116 38 21.59378(W)     ADJUSTED  
 OH0548* NAVD 88     -       738.780  (meters)    2423.81   (feet)  ADJUSTED  
 OH0548  ___________________________________________________________________
 OH0548  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 OH0548  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 OH0548  DYNAMIC HT  -         738.534 (meters)    2423.01  (feet)  COMP
 OH0548  MODELED GRAV-     980,260.9   (mgal)                       NAVD 88
 OH0548
 OH0548  HORZ ORDER  -  SECOND
 OH0548  VERT ORDER  -  SECOND    CLASS 0
 OH0548
 OH0548.The horizontal coordinates were established by classical geodetic methods
 OH0548.and adjusted by the National Geodetic Survey in July 1992..
 OH0548
 OH0548.The orthometric height was determined by differential leveling
 OH0548.and adjusted by the National Geodetic Survey in June 1991..
 OH0548
 OH0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0548
 OH0548.The geoid height was determined by GEOID03.
 OH0548
 OH0548.The dynamic height is computed by dividing the NAVD 88
 OH0548.geopotential number by the normal gravity value computed on the
 OH0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0548.degrees latitude (g = 980.6199 gals.).
 OH0548
 OH0548.The modeled gravity was interpolated from observed gravity values.
 OH0548
 OH0548;                    North         East     Units Scale Factor Converg.
 OH0548;SPC ID W     -   222,143.458   728,272.336   MT  0.99999659   -0 36 50.5
 OH0548;UTM  11      - 4,834,516.059   529,079.407   MT  0.99961040   +0 14 56.4
 OH0548
 OH0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0548!SPC ID W     -   0.99988689  x   0.99999659  =   0.99988348
 OH0548!UTM  11      -   0.99988689  x   0.99961040  =   0.99949734
 OH0548
 OH0548:                Primary Azimuth Mark                     Grid Az
 OH0548:SPC ID W     -  CALDWELL RADIO STA KCID MAST             052 00 36.5
 OH0548:UTM  11      -  CALDWELL RADIO STA KCID MAST             051 08 49.6
 OH0548
 OH0548|---------------------------------------------------------------------|
 OH0548| PID    Reference Object                     Distance      Geod. Az  |
 OH0548|                                                           dddmmss.s |
 OH0548| OH1390 CALDWELL RADIO STA KCID MAST        486.164 METERS 0512346.0 |
 OH0548| OH0549 IDA 80 16 RM 1                       24.198 METERS 09452     |
 OH0548| OH0550 IDA 80 16 RM 3                       24.570 METERS 09506     |
 OH0548| CD6120 CLOVER PP                                          0971236.7 |
 OH0548| OH0551 IDA 80 16 RM 4                       29.960 METERS 17749     |
 OH0548| OH0547 IDA 80 16 RM 2                       20.606 METERS 26411     |
 OH0548|---------------------------------------------------------------------|
 OH0548
 OH0548                          SUPERSEDED SURVEY CONTROL
 OH0548
 OH0548  NAD 83(1991)-  43 39 47.08411(N)    116 38 21.59219(W) AD(       ) 2
 OH0548  NAD 83(1986)-  43 39 47.08393(N)    116 38 21.59173(W) AD(       ) 2
 OH0548  NAD 27      -  43 39 47.50533(N)    116 38 18.10097(W) AD(       ) 2
 OH0548  NGVD 29 (??/??/92)  737.843  (m)         2420.74   (f) ADJ UNCH    2 0
 OH0548
 OH0548.Superseded values are not recommended for survey control.
 OH0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0548.See file dsdata.txt to determine how the superseded data were derived.
 OH0548
 OH0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2907934516(NAD 83)
 OH0548_MARKER: DS = TRIANGULATION STATION DISK
 OH0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0548_STAMPING: IDA 80-16 1959
 OH0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0548+STABILITY: SURFACE MOTION
 OH0548
 OH0548  HISTORY     - Date     Condition        Report By
 OH0548  HISTORY     - 1959     MONUMENTED       CGS
 OH0548  HISTORY     - 1970     SEE DESCRIPTION  IDDH
 OH0548  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OH0548  HISTORY     - 1970     GOOD             NGS
 OH0548
 OH0548                          STATION DESCRIPTION
 OH0548
 OH0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0548'THE STATION IS 2.5 MILES EAST-SOUTHEAST OF CALDWELL, 0.3 MILE
 OH0548'WEST OF THE KCID RADIO TOWER AND ON THE NORTH SIDE OF U.S.
 OH0548'HIGHWAYS 20 AND 26.  IT IS 53 FEET NORTH OF THE CENTER LINE OF
 OH0548'THE HIGHWAY, 20 FEET WEST OF THE CENTER LINE OF A DIRT RANCH
 OH0548'ROAD, 6 FEET EAST OF A LARGE CONCRETE INLET BOX FOR IRRIGATION
 OH0548'AND 5.3 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 OH0548'
 OH0548'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 20, 26 AND 30
 OH0548'AND KIMBAL STREET IN CALDWELL GO SOUTHEAST AND EAST ON U.S.
 OH0548'HIGHWAYS 20 AND 26 FOR 2.25 MILES TO THE STATION SITE ON
 OH0548'THE LEFT, NORTH, SIDE OF THE HIGHWAY.
 OH0548'
 OH0548'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0548'POST PROJECTING 4 INCHES AND STAMPED IDA 80-16 1959.
 OH0548'
 OH0548'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0548'POST PROJECTING 2 INCHES AND STAMPED IDA 80-16 NO 1 1959.
 OH0548'
 OH0548'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0548'POST PROJECTING 2 INCHES AND STAMPED IDA 80-16 NO 2 1959.
 OH0548
 OH0548                          STATION RECOVERY (1970)
 OH0548
 OH0548'RECOVERY NOTE BY ID DEPT OF HIGHWAYS 1970 (JMW)
 OH0548'IDA 80-16 1959-STATION AND BOTH REFERENCE MARKS COMPLETELY
 OH0548'DESTROYED.  ALL 3 MONUMENT HAVE BEEN PULLED FROM THE GROUND
 OH0548'AND BROKEN, PRESUMABLY BY IRRIGATION INSTALLATION COMPANY.
 OH0548
 OH0548                          STATION RECOVERY (1970)
 OH0548
 OH0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 OH0548'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 OH0548'MARK NO. 1, AND REFERENCE MARK NO. 2 HAD BEEN DESTROYED.
 OH0548'REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4 WERE ESTABLISHED.
 OH0548'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH0548'
 OH0548'THE STATION IS 2-1/2 MILES EAST OF CALDWELL ON THE NORTH
 OH0548'RIGHT-OF-WAY OF U.S. HIGHWAYS 20, AND 26.
 OH0548'
 OH0548'TO REACH THE STATION FROM THE CALDWELL POST OFFICE GO WEST ON
 OH0548'ARTHUR STREET FOR 0.1 MILE TO KIMBALL AVENUE, TURN RIGHT, AND GO
 OH0548'NORTHEAST ON KIMBALL AVENUE FOR 0.6 MILE TO INTERSTATE 80N,
 OH0548'AND U.S. HIGHWAYS 20 AND 26, TURN RIGHT, AND GO EAST ON U.S.
 OH0548'HIGHWAYS 20 AND 26 FOR 2.2 MILES TO THE STATION ON THE LEFT.
 OH0548'
 OH0548'THE STATION MARK, STAMPED IDA 80-16 1959, IS A STANDARD DISK
 OH0548'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 4 INCHES
 OH0548'BELOW THE SURFACE, 250 FEET NORTHWEST, AND ACROSS THE HIGHWAY
 OH0548'FROM MILE POST NO. 36, 53 FEET NORTH OF THE CENTER OF THE
 OH0548'HIGHWAY, 46 FEET WEST OF THE SOUTH END OF A LARGE SIGN BOARD,
 OH0548'18 FEET WEST OF THE CENTER OF A DRIVEWAY NORTH, 5.5 FEET
 OH0548'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE IRRIGATION
 OH0548'BOX, WHERE THE IRRIGATION WATER PASSES UNDER THE HIGHWAY, AND
 OH0548'3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE FEEDER
 OH0548'DITCH, WHERE THE IRRIGATION WATER PASSES UNDER THE DRIVEWAY.
 OH0548'(NOTE 1A AND 7A)
 OH0548'
 OH0548'REFERENCE MARK NO. 3, STAMPED IDA 80-16 1959 NO 3 1970, IS
 OH0548'A STANDARD DISK SET IN 12-INCH SQUARE CONCRETE MONUMENT THAT
 OH0548'PROJECTS 5 INCHES, 62 FEET EAST OF THE CENTER OF A DRIVEWAY
 OH0548'NORTH, 44 FEET NORTH OF THE CENTER OF THE HIGHWAY, 40 FEET
 OH0548'SOUTHEAST OF THE SOUTH END OF THE LARGE SIGN, 7 FEET SOUTH
 OH0548'OF AN IRRIGATION DITCH, AND 1 FOOT WEST OF A METAL WITNESS
 OH0548'POST.  (NOTE 11A)
 OH0548'
 OH0548'REFERENCE MARK NO. 4, STAMPED IDA 80-16 1959 NO 4 1970, IS
 OH0548'A STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OH0548'PROJECTS 5 INCHES, 46 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 OH0548'25 FEET WEST OF THE CENTER OF A TRACK ROAD ALONG THE IRRIGATION
 OH0548'DITCH, AND 3 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER.
 OH0548'(NOTE 11A)
 OH0548'
 OH0548'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 OH0548'EAST OF CALDWELL.
 OH0548
 OH0548                          STATION RECOVERY (1970)
 OH0548
 OH0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OH0548'2.5 MI E FROM CALDWELL.
 OH0548'2.2 MILES EAST ALONG U.S. HIGHWAY 20 AND 26 FROM THE JUNCTION OF U.S.
 OH0548'HIGHWAYS 20 AND 26, AND KIMBALL AVENUE AT CALDWELL TO THE BENCH MARK
 OH0548'ON THE LEFT, 250 FEET NORTHWEST, AND ACROSS THE HIGHWAY FROM MILE POST
 OH0548'NO. 36, 53 FEET NORTH OF THE CENTER OF THE HIGHWAY, 46 FEET WEST OF
 OH0548'THE SOUTH END OF A LARGE SIGN BOARD, 18 FEET WEST OF THE CENTER OF A
 OH0548'DRIVEWAY NORTH, 5.5 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A
 OH0548'CONCRETE IRRIGATION BOX, WHERE THE IRRIGATION WATER PASSES UNDER THE
 OH0548'HIGHWAY, AND 3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 OH0548'FEEDER DITCH, WHERE THE IRRIGATION WATER PASSES UNDER THE DRIVEWAY SET
 OH0548'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS WATER PASSES UNDER THE
 OH0548'DRIVEWAY SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 4 INCHES
 OH0548'BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0549 ***********************************************************************
 OH0549  DESIGNATION -  IDA 80 16 RM 1
 OH0549  PID         -  OH0549
 OH0549  STATE/COUNTY-  ID/CANYON
 OH0549  USGS QUAD   -  CALDWELL (1971)
 OH0549
 OH0549                         *CURRENT SURVEY CONTROL
 OH0549  ___________________________________________________________________
 OH0549* NAD 83(1986)-  43 39 48.     (N)    116 38 21.     (W)     SCALED    
 OH0549* NAVD 88     -       738.509  (meters)    2422.92   (feet)  ADJUSTED  
 OH0549  ___________________________________________________________________
 OH0549  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 OH0549  DYNAMIC HT  -         738.262 (meters)    2422.11  (feet)  COMP
 OH0549  MODELED GRAV-     980,261.0   (mgal)                       NAVD 88
 OH0549
 OH0549  VERT ORDER  -  SECOND    CLASS 0
 OH0549
 OH0549.The horizontal coordinates were scaled from a topographic map and have
 OH0549.an estimated accuracy of +/- 6 seconds.
 OH0549
 OH0549.The orthometric height was determined by differential leveling
 OH0549.and adjusted by the National Geodetic Survey in June 1991..
 OH0549
 OH0549.The geoid height was determined by GEOID03.
 OH0549
 OH0549.The dynamic height is computed by dividing the NAVD 88
 OH0549.geopotential number by the normal gravity value computed on the
 OH0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0549.degrees latitude (g = 980.6199 gals.).
 OH0549
 OH0549.The modeled gravity was interpolated from observed gravity values.
 OH0549
 OH0549;                    North         East    Units  Estimated Accuracy
 OH0549;SPC ID W     -   222,170.      728,290.      MT  (+/- 180 meters Scaled)
 OH0549
 OH0549                          SUPERSEDED SURVEY CONTROL
 OH0549
 OH0549  NGVD 29 (??/??/92)  737.571  (m)         2419.85   (f) ADJ UNCH    2 0
 OH0549
 OH0549.Superseded values are not recommended for survey control.
 OH0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0549.See file dsdata.txt to determine how the superseded data were derived.
 OH0549
 OH0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ290345(NAD 83)
 OH0549_MARKER: DR = REFERENCE MARK DISK
 OH0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0549_STAMPING: IDA 80-16 NO 1 1959
 OH0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0549+STABILITY: SURFACE MOTION
 OH0549
 OH0549  HISTORY     - Date     Condition        Report By
 OH0549  HISTORY     - 1959     MONUMENTED       CGS
 OH0549  HISTORY     - 1970     GOOD             NGS
 OH0549
 OH0549                          STATION DESCRIPTION
 OH0549
 OH0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0549'2.5 MI ESE FROM CALDWELL.
 OH0549'ABOUT 0.3 MILE WEST OF THE KCID RADIO TOWER AND ON THE NORTH SIDE OF
 OH0549'U.S. HIGHWAYS 20 AND 26.  IT IS 53 FEET NORTH OF THE CENTERLINE OF THE
 OH0549'HIGHWAY, 20 FEET WEST OF THE CENTERLINE OF A DIRT RANCH ROAD, 6 FEET
 OH0549'EAST OF A LARGE CONCRETE INLET BOX FOR IRRIGATION AND 5.3 FEET NORTH
 OH0549'OF A METAL WITNESS POST WITH SIGN ATTACHED.  TO REACH FROM THE
 OH0549'INTERSECTION OF U.S. HIGHWAYS 20, 26, AND 30 AND KIMBAL STREET IN
 OH0549'CALDWELL GO SOUTHEAST AND EAST ON U.S. HIGHWAYS 20 AND 26 FOR 2.25
 OH0549'MILES TO THE STATION SITE ON THE LEFT, NORTH SIDE OF THE HIGHWAY, AND
 OH0549'SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 OH0549
 OH0549                          STATION RECOVERY (1970)
 OH0549
 OH0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OH0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0550 ***********************************************************************
 OH0550  DESIGNATION -  IDA 80 16 RM 3
 OH0550  PID         -  OH0550
 OH0550  STATE/COUNTY-  ID/CANYON
 OH0550  USGS QUAD   -  CALDWELL (1971)
 OH0550
 OH0550                         *CURRENT SURVEY CONTROL
 OH0550  ___________________________________________________________________
 OH0550* NAD 83(1986)-  43 39 47.     (N)    116 38 20.     (W)     SCALED    
 OH0550* NAVD 88     -       738.68   (meters)    2423.5    (feet)  RESET     
 OH0550  ___________________________________________________________________
 OH0550  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 OH0550
 OH0550  VERT ORDER  -  THIRD
 OH0550
 OH0550.The horizontal coordinates were scaled from a topographic map and have
 OH0550.an estimated accuracy of +/- 6 seconds.
 OH0550
 OH0550.The orthometric height was computed from unverified reset data.
 OH0550
 OH0550.The geoid height was determined by GEOID03.
 OH0550
 OH0550;                    North         East    Units  Estimated Accuracy
 OH0550;SPC ID W     -   222,140.      728,310.      MT  (+/- 180 meters Scaled)
 OH0550
 OH0550                          SUPERSEDED SURVEY CONTROL
 OH0550
 OH0550.No superseded survey control is available for this station.
 OH0550
 OH0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ291345(NAD 83)
 OH0550_MARKER: DR = REFERENCE MARK DISK
 OH0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0550_STAMPING: IDA 80-16 1959 NO 3 1970
 OH0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0550+STABILITY: SURFACE MOTION
 OH0550
 OH0550  HISTORY     - Date     Condition        Report By
 OH0550  HISTORY     - 1970     MONUMENTED       NGS
 OH0550
 OH0550                          STATION DESCRIPTION
 OH0550
 OH0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0550'2.5 MI E FROM CALDWELL.
 OH0550'2.2 MILES EAST ALONG U.S. HIGHWAYS 20 AND 26 FROM THE JUNCTION OF U.S.
 OH0550'HIGHWAYS 20 AND 26 AND KIMBALL AVENUE AT CALDWELL TO THE BENCH MARK ON
 OH0550'THE LEFT, 80.61 FEET EAST-SOUTHEAST OF BENCH MARK IDA 80-16 1959, 62
 OH0550'FEET EAST OF THE CENTER OF A DRIVEWAY NORTH, 44 FEET NORTH OF THE
 OH0550'CENTER OF THE HIGHWAY, 40 FEET SOUTHEAST OF THE SOUTH END OF A LARGE
 OH0550'SIGN, 7 FEET SOUTH OF AN IRRIGATION DITCH, AND 1 FOOT WEST OF A METAL
 OH0550'WITNESS POST SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 OH0550'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0551 ***********************************************************************
 OH0551  DESIGNATION -  IDA 80 16 RM 4
 OH0551  PID         -  OH0551
 OH0551  STATE/COUNTY-  ID/CANYON
 OH0551  USGS QUAD   -  CALDWELL (1971)
 OH0551
 OH0551                         *CURRENT SURVEY CONTROL
 OH0551  ___________________________________________________________________
 OH0551* NAD 83(1986)-  43 39 46.     (N)    116 38 21.     (W)     SCALED    
 OH0551* NAVD 88     -       738.75   (meters)    2423.7    (feet)  RESET     
 OH0551  ___________________________________________________________________
 OH0551  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 OH0551
 OH0551  VERT ORDER  -  THIRD
 OH0551
 OH0551.The horizontal coordinates were scaled from a topographic map and have
 OH0551.an estimated accuracy of +/- 6 seconds.
 OH0551
 OH0551.The orthometric height was computed from unverified reset data.
 OH0551
 OH0551.The geoid height was determined by GEOID03.
 OH0551
 OH0551;                    North         East    Units  Estimated Accuracy
 OH0551;SPC ID W     -   222,110.      728,290.      MT  (+/- 180 meters Scaled)
 OH0551
 OH0551                          SUPERSEDED SURVEY CONTROL
 OH0551
 OH0551.No superseded survey control is available for this station.
 OH0551
 OH0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ290344(NAD 83)
 OH0551_MARKER: DR = REFERENCE MARK DISK
 OH0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0551_STAMPING: IDA 80-16 1959 NO 4 1970
 OH0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0551+STABILITY: SURFACE MOTION
 OH0551
 OH0551  HISTORY     - Date     Condition        Report By
 OH0551  HISTORY     - 1970     MONUMENTED       NGS
 OH0551
 OH0551                          STATION DESCRIPTION
 OH0551
 OH0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0551'2.5 MI E FROM CALDWELL.
 OH0551'2.2 MILES EAST ALONG U.S. HIGHWAYS 20 AND 26 FROM THE JUNCTION OF U.S.
 OH0551'HIGHWAYS 20 AND 29, AND KIMBALL AVENUE TO THE BENCH MARK ON THE RIGHT,
 OH0551'98.30 FEET SOUTH OF BENCH MARK IDA 80-16 1959, 46 FEET SOUTH OF THE
 OH0551'CENTER OF THE HIGHWAY, 25 FEET WEST OF A TRACK ROAD ALONG AN
 OH0551'IRRIGATION DITCH, AND 3 FEET NORTHEAST OF A POWER POLE WITH A
 OH0551'TRANSFORMER SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 OH0551'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0553 ***********************************************************************
 OH0553  DESIGNATION -  IDA 80 17
 OH0553  PID         -  OH0553
 OH0553  STATE/COUNTY-  ID/CANYON
 OH0553  USGS QUAD   -  CALDWELL (1971)
 OH0553
 OH0553                         *CURRENT SURVEY CONTROL
 OH0553  ___________________________________________________________________
 OH0553* NAD 83(1992)-  43 38 58.05254(N)    116 37 59.40187(W)     ADJUSTED  
 OH0553* NAVD 88     -       740.876  (meters)    2430.69   (feet)  ADJUSTED  
 OH0553  ___________________________________________________________________
 OH0553  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 OH0553  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 OH0553  DYNAMIC HT  -         740.627 (meters)    2429.87  (feet)  COMP
 OH0553  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 OH0553
 OH0553  HORZ ORDER  -  SECOND
 OH0553  VERT ORDER  -  SECOND    CLASS 0
 OH0553
 OH0553.The horizontal coordinates were established by classical geodetic methods
 OH0553.and adjusted by the National Geodetic Survey in July 1992..
 OH0553
 OH0553.The orthometric height was determined by differential leveling
 OH0553.and adjusted by the National Geodetic Survey in June 1991..
 OH0553
 OH0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0553
 OH0553.The geoid height was determined by GEOID03.
 OH0553
 OH0553.The dynamic height is computed by dividing the NAVD 88
 OH0553.geopotential number by the normal gravity value computed on the
 OH0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0553.degrees latitude (g = 980.6199 gals.).
 OH0553
 OH0553.The modeled gravity was interpolated from observed gravity values.
 OH0553
 OH0553;                    North         East     Units Scale Factor Converg.
 OH0553;SPC ID W     -   220,624.994   728,753.417   MT  0.99999575   -0 36 34.7
 OH0553;UTM  11      - 4,833,005.595   529,583.108   MT  0.99961076   +0 15 11.5
 OH0553
 OH0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0553!SPC ID W     -   0.99988656  x   0.99999575  =   0.99988231
 OH0553!UTM  11      -   0.99988656  x   0.99961076  =   0.99949737
 OH0553
 OH0553|---------------------------------------------------------------------|
 OH0553| PID    Reference Object                     Distance      Geod. Az  |
 OH0553|                                                           dddmmss.s |
 OH0553| OH0552 IDA 80 17 RM 1                       19.554 METERS 02838     |
 OH0553| OH0554 IDA 80 17 RM 2                       26.548 METERS 18153     |
 OH0553| CD5543 SUB PICTURE POINT                                  2114412.6 |
 OH0553| OH0548 IDA 80 16                           APPROX. 1.6 KM 3414839.6 |
 OH0553|---------------------------------------------------------------------|
 OH0553
 OH0553                          SUPERSEDED SURVEY CONTROL
 OH0553
 OH0553  NAD 83(1991)-  43 38 58.05245(N)    116 37 59.40018(W) AD(       ) 2
 OH0553  NAD 83(1986)-  43 38 58.05235(N)    116 37 59.39974(W) AD(       ) 2
 OH0553  NAD 27      -  43 38 58.47400(N)    116 37 55.91097(W) AD(       ) 2
 OH0553  NGVD 29 (??/??/92)  739.938  (m)         2427.61   (f) ADJ UNCH    2 0
 OH0553
 OH0553.Superseded values are not recommended for survey control.
 OH0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0553.See file dsdata.txt to determine how the superseded data were derived.
 OH0553
 OH0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ2958333006(NAD 83)
 OH0553_MARKER: DE = TRAVERSE STATION DISK
 OH0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0553_STAMPING: IDA 80-17 1959
 OH0553_MARK LOGO: CGS   
 OH0553_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0553+STABILITY: SURFACE MOTION
 OH0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0553+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 OH0553
 OH0553  HISTORY     - Date     Condition        Report By
 OH0553  HISTORY     - 1959     MONUMENTED       CGS
 OH0553  HISTORY     - 1959     GOOD             CGS
 OH0553  HISTORY     - 1981     GOOD             NGS
 OH0553  HISTORY     - 19811015 GOOD             NGS
 OH0553  HISTORY     - 20040323 GOOD             BOR
 OH0553
 OH0553                          STATION DESCRIPTION
 OH0553
 OH0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0553'THE STATION IS 2.5 MILES EAST AND 1.0 MILE SOUTH OF CALDWELL ON
 OH0553'THE WEST SIDE OF A WELL GRADED SECTION LINE ROAD 12 FEET
 OH0553'SOUTH OF A POINT WHERE AN IRRIGATION DITCH PASSES UNDER THE
 OH0553'ROAD.
 OH0553'
 OH0553'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 20, 26 AND 30
 OH0553'IN CALDWELL GO SOUTHEAST AND EAST ON U.S. HIGHWAYS 20 AND 26
 OH0553'FOR 2.55 MILES TO A DIRT ROAD JUST EAST OF THE KCID RADIO
 OH0553'TOWER, TURN RIGHT, SOUTH FOR 0.95 MILE TO THE STATION SITE
 OH0553'ON THE RIGHT 0.05 MILE BEFORE COMING TO A CROSS ROAD.
 OH0553'
 OH0553'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0553'POST PROJECTING 2 INCHES AND STAMPED IDA 80-17 1959.  IT IS
 OH0553'17 FEET WEST OF THE CENTER LINE OF THE ROAD AND 6 FEET
 OH0553'SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 OH0553'
 OH0553'REFERENCE MARK 1 IS A STANDARD DISK SET IN A ROUND CONCRETE
 OH0553'POST PROJECTING 6 INCHES AND STAMPED IDA 80-17 NO 1 1959.  IT
 OH0553'IS SET AT THE WEST EDGE OF A CULTIVATED FIELD AND 14 FEET EAST
 OH0553'OF THE CENTER LINE OF THE ROADWAY.
 OH0553'
 OH0553'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0553'POST PROJECTING 2 INCHES AND STAMPED IDA 80-17 NO 2 1959.
 OH0553'IT IS 19 FEET WEST OF THE CENTER LINE OF THE ROAD AND 8 FEET
 OH0553'SOUTH OF A POWER POLE.
 OH0553
 OH0553                          STATION RECOVERY (1959)
 OH0553
 OH0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0553'3.5 MI SE FROM CALDWELL.
 OH0553'THE STATION IS 2.5 MILES EAST AND 1.0 MILE SOUTH OF CALDWELL ON THE
 OH0553'WEST SIDE OF A WELL GRADED SECTION LINE ROAD 12 FEET SOUTH OF A POINT
 OH0553'WHERE AN IRRIGATION DITCH PASSES UNDER THE ROAD.  TO REACH FROM THE
 OH0553'INTERSECTION OF U.S. HIGHWAYS 20, 26 AND 30 IN CALDWELL GO SOUTHEAST
 OH0553'AND EAST ON U.S. HIGHWAYS 20 AND 26 FOR 2.55 MILES TO A DIRT ROAD JUST
 OH0553'EAST OF THE KCID RADIO TOWER, TURN RIGHT, SOUTH FOR 0.95 MILE TO THE
 OH0553'STATION SITE ON THE RIGHT 0.05 MILE BEFORE COMING TO A CROSS ROAD, AND
 OH0553'SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 17 FEET WEST
 OH0553'OF THE CENTERLINE OF THE ROAD AND 6 FEET SOUTH-SOUTHWEST OF A METAL
 OH0553'WITNESS POST WITH SIGN ATTACHED.
 OH0553
 OH0553                          STATION RECOVERY (1981)
 OH0553
 OH0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OH0553'REACHED FROM THE INTERSECTION OF 10TH AVE AND CLEVELAND IN CALDWELL
 OH0553'BY GOING SOUTH ON CLEVELAND (HIGHWAY 30) FOR 2.7 KM (1.7 MILES), TURN
 OH0553'LEFT ON LINDEN RD AND GO (2.64 KM) (1.65 MILES) TO A ROAD LEFT, TURN
 OH0553'LEFT ON KCID ROAD AND GO 0.08 KM (.05 MILES) TO THE MARK ON THE LEFT.
 OH0553'IT IS 100 METERS NORTH FROM THE CENTERLINE INTERSECTION OF LINDEN
 OH0553'ROAD AND KCID ROAD, 23.6 METERS NORTH FROM A POWER POLE, 5.7 METERS
 OH0553'WEST OF THE CENTERLINE OF KCID ROAD, AND 1.9 METERS SOUTHEAST OF A
 OH0553'METAL IRRIGATION GATE.
 OH0553
 OH0553                          STATION RECOVERY (1981)
 OH0553
 OH0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OH0553'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ROAD NEAR THE
 OH0553'STATION WAS UNDER CONSTRUCTION AT THE TIME OF RECOVERY.  THE COUNTY
 OH0553'ROAD FOREMAN STATED SAID SOME GRAVEL MIGHT COVER THE MARK BUT THEY
 OH0553'WOULD DO THERE BAST NOT TO HIT THE MARK.  REFERENCE MARK 1 AND 2 WERE
 OH0553'SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK 3 AND 4 WERE
 OH0553'ESTABLISHED A THIS TIME.  A FENCE IS ON LINE BETWEEN THE REFERENCE
 OH0553'MARKS.
 OH0553' 
 OH0553'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) SE OF CALDWELL ON THE W
 OH0553'SIDE OF A GRAVEL ROAD, ABOUT 2 METERS (6.6 FT) S OF AN IRRIGATION
 OH0553'GATE.  TO REACH FROM THE INTERSECTION OF 10TH AVE AND CLEVELAND IN
 OH0553'CALDWELL GO SOUTH ON CLEVLAND (HWY 30) FOR 2.7 KM, (1.65 MI) TURN LEFT
 OH0553'ON LINDEN RD AND GO 2.64 KM (1.65 MI) TO A ROAD LEFT, TURN LEFT ON
 OH0553'KOID ROAD AND GO .08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 OH0553' 
 OH0553'THE STATION IS A STANDARD USCGS DISK STAMPED---IDA 80-17 1959---, SET
 OH0553'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM, IN DIAMETER,
 OH0553'RECESSED, 5 CM BELOW THE GROUND.  THE STATION IS LOCATED 100 METERS
 OH0553'(328.1 FT) N FROM THE CENTERLINE INTERSECTION OF LINDEN ROAD AND KOID
 OH0553'ROAD, 23.6 METERS (77.4 FT) N FROM A POWR POLE, 5.7 METERS (18.7 FT) W
 OH0553'FROM THE CENTERLINE OF KOID RD, 1.9 METERS (6.2 FT) SE FROM A METAL
 OH0553'IRRIGATION GATE, .35 METERS (1.15 FT) NE FROM A METAL WITNESS POST.
 OH0553' 
 OH0553'REFERENCE MARK NO 3, IS A STANDARD NGS DISK STAMPED---IDA 80 17 1957
 OH0553'NO 3 1981---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN
 OH0553'DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 OH0553'6.5 METERS (21.3 FT) W FROM THE CENTERLINE OF THE ROAD, 0.6 METERS
 OH0553'(2.0 FT) N FROM A POWER POLE, 0.3 METERS (1.0 FT) E FROM A FENCE, AND
 OH0553'.13 METERS (0.43 FT) LOWER THAN THE STATION.
 OH0553' 
 OH0553'REFERENCE MARK NO 4, IS A STANDARD NGS DISK STAMPED---IDA 80-17 1959
 OH0553'NO 4 1981---, SET INTO A DRILL HOLE IN THE N END OF THE E WALL OF A
 OH0553'CONCRETE STRUCTURE THAT HOLDS A METAL GATE FOR AN IRRIGATION DITCH.
 OH0553'THE STATION IS LOCATED 6.9 METERS (22.6 FT) W FROM THE CENTERLINE OF
 OH0553'KCID ROAD, 2.6 METERS (8.5 FT) NNW FROM A METAL WITNESS POST, 2.4
 OH0553'METERS (7.9 FT) ENE FROM A FENCE CORNER, 1.0 METERS (3.3 FT) NNE FROM
 OH0553'THE CENTER OF METAL PIPE, AND 0.16 METERS (0.52 FT) HIGHER THAN THE
 OH0553'STATION.
 OH0553
 OH0553                          STATION RECOVERY (2004)
 OH0553
 OH0553'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2004 (TAC)
 OH0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0552 ***********************************************************************
 OH0552  DESIGNATION -  IDA 80 17 RM 1
 OH0552  PID         -  OH0552
 OH0552  STATE/COUNTY-  ID/CANYON
 OH0552  USGS QUAD   -  CALDWELL (1971)
 OH0552
 OH0552                         *CURRENT SURVEY CONTROL
 OH0552  ___________________________________________________________________
 OH0552* NAD 83(1986)-  43 38 58.     (N)    116 37 59.     (W)     SCALED    
 OH0552* NAVD 88     -       740.777  (meters)    2430.37   (feet)  ADJUSTED  
 OH0552  ___________________________________________________________________
 OH0552  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 OH0552  DYNAMIC HT  -         740.528 (meters)    2429.55  (feet)  COMP
 OH0552  MODELED GRAV-     980,258.2   (mgal)                       NAVD 88
 OH0552
 OH0552  VERT ORDER  -  SECOND    CLASS 0
 OH0552
 OH0552.The horizontal coordinates were scaled from a topographic map and have
 OH0552.an estimated accuracy of +/- 6 seconds.
 OH0552
 OH0552.The orthometric height was determined by differential leveling
 OH0552.and adjusted by the National Geodetic Survey in June 1991..
 OH0552
 OH0552.The geoid height was determined by GEOID03.
 OH0552
 OH0552.The dynamic height is computed by dividing the NAVD 88
 OH0552.geopotential number by the normal gravity value computed on the
 OH0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0552.degrees latitude (g = 980.6199 gals.).
 OH0552
 OH0552.The modeled gravity was interpolated from observed gravity values.
 OH0552
 OH0552;                    North         East    Units  Estimated Accuracy
 OH0552;SPC ID W     -   220,620.      728,760.      MT  (+/- 180 meters Scaled)
 OH0552
 OH0552                          SUPERSEDED SURVEY CONTROL
 OH0552
 OH0552  NGVD 29 (??/??/92)  739.840  (m)         2427.29   (f) ADJ UNCH    2 0
 OH0552
 OH0552.Superseded values are not recommended for survey control.
 OH0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0552.See file dsdata.txt to determine how the superseded data were derived.
 OH0552
 OH0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ295330(NAD 83)
 OH0552_MARKER: DR = REFERENCE MARK DISK
 OH0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0552_STAMPING: IDA 80-17 NO 1 1959
 OH0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0552+STABILITY: SURFACE MOTION
 OH0552
 OH0552  HISTORY     - Date     Condition        Report By
 OH0552  HISTORY     - 1959     MONUMENTED       CGS
 OH0552  HISTORY     - 1981     MARK NOT FOUND   NGS
 OH0552
 OH0552                          STATION DESCRIPTION
 OH0552
 OH0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0552'3.5 MI SE FROM CALDWELL.
 OH0552'THE STATION IS 2.5 MILES EAST AND 1.0 MILE SOUTH OF CALDWELL ON THE
 OH0552'WEST SIDE OF A WELL GRADED SECTION LINE ROAD 12 FEET SOUTH OF A POINT
 OH0552'WHERE AN IRRIGATION DITCH PASSES UNDER THE ROAD.  TO REACH FROM THE
 OH0552'INTERSECTION OF U.S. HIGHWAYS 20, 26 AND 30 IN CALDWELL GO SOUTHEAST
 OH0552'AND EAST ON U.S. HIGHWAYS 20 AND 26 FOR 2.55 MILES TO A DIRT ROAD JUST
 OH0552'EAST OF THE KCID RADIO TOWER, TURN RIGHT, SOUTH FOR 0.95 MILE TO THE
 OH0552'STATION SITE ON THE RIGHT 0.05 MILE BEFORE COMING TO A CROSS ROAD, AND
 OH0552'SET IN A ROUND CONCRETE POST PROJECTING 6 INCHES.  IT IS SET AT THE
 OH0552'WEST EDGE OF A CULTIVATED FIELD AND 14 FEET EAST OF THE CENTERLINE OF
 OH0552'THE ROADWAY.
 OH0552
 OH0552                          STATION RECOVERY (1981)
 OH0552
 OH0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OH0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0554 ***********************************************************************
 OH0554  DESIGNATION -  IDA 80 17 RM 2
 OH0554  PID         -  OH0554
 OH0554  STATE/COUNTY-  ID/CANYON
 OH0554  USGS QUAD   -  CALDWELL (1971)
 OH0554
 OH0554                         *CURRENT SURVEY CONTROL
 OH0554  ___________________________________________________________________
 OH0554* NAD 83(1986)-  43 38 57.     (N)    116 37 59.     (W)     SCALED    
 OH0554* NAVD 88     -       740.812  (meters)    2430.48   (feet)  ADJUSTED  
 OH0554  ___________________________________________________________________
 OH0554  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 OH0554  DYNAMIC HT  -         740.562 (meters)    2429.66  (feet)  COMP
 OH0554  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 OH0554
 OH0554  VERT ORDER  -  SECOND    CLASS 0
 OH0554
 OH0554.The horizontal coordinates were scaled from a topographic map and have
 OH0554.an estimated accuracy of +/- 6 seconds.
 OH0554
 OH0554.The orthometric height was determined by differential leveling
 OH0554.and adjusted by the National Geodetic Survey in June 1991..
 OH0554
 OH0554.The geoid height was determined by GEOID03.
 OH0554
 OH0554.The dynamic height is computed by dividing the NAVD 88
 OH0554.geopotential number by the normal gravity value computed on the
 OH0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0554.degrees latitude (g = 980.6199 gals.).
 OH0554
 OH0554.The modeled gravity was interpolated from observed gravity values.
 OH0554
 OH0554;                    North         East    Units  Estimated Accuracy
 OH0554;SPC ID W     -   220,590.      728,760.      MT  (+/- 180 meters Scaled)
 OH0554
 OH0554                          SUPERSEDED SURVEY CONTROL
 OH0554
 OH0554  NGVD 29 (??/??/92)  739.874  (m)         2427.40   (f) ADJ UNCH    2 0
 OH0554
 OH0554.Superseded values are not recommended for survey control.
 OH0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0554.See file dsdata.txt to determine how the superseded data were derived.
 OH0554
 OH0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ295329(NAD 83)
 OH0554_MARKER: DR = REFERENCE MARK DISK
 OH0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0554_STAMPING: IDA 80-17 NO 2 1959
 OH0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0554+STABILITY: SURFACE MOTION
 OH0554
 OH0554  HISTORY     - Date     Condition        Report By
 OH0554  HISTORY     - 1959     MONUMENTED       CGS
 OH0554  HISTORY     - 1981     MARK NOT FOUND   NGS
 OH0554
 OH0554                          STATION DESCRIPTION
 OH0554
 OH0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0554'3.5 MI SE FROM CALDWELL.
 OH0554'THE STATION IS 2.5 MILES EAST AND 1.0 MILE SOUTH OF CALDWELL ON THE
 OH0554'WEST SIDE OF A WELL GRADED SECTION LINE ROAD 12 FEET SOUTH OF A POINT
 OH0554'WHERE AN IRRIGATION DITCH PASSES UNDER THE ROAD.  TO REACH FROM THE
 OH0554'INTERSECTION OF U.S. HIGHWAYS 20, 26 AND 30 IN CALDWELL GO SOUTHEAST
 OH0554'AND EAST ON U.S. HIGHWAYS 20 AND 26 FOR 2.55 MILES TO A DIRT ROAD JUST
 OH0554'EAST OF THE KCID RADIO TOWER, TURN RIGHT, SOUTH FOR 0.95 MILE TO THE
 OH0554'STATION SITE ON THE RIGHT 0.05 MILE BEFORE COMING TO A CROSS ROAD, AND
 OH0554'SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 19 FEET WEST
 OH0554'OF THE CENTERLINE OF THE ROAD AND 8 FEET SOUTH OF A POWER POLE.
 OH0554
 OH0554                          STATION RECOVERY (1981)
 OH0554
 OH0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OH0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1498 ***********************************************************************
 OH1498  DESIGNATION -  IDA 80 17 RM 3
 OH1498  PID         -  OH1498
 OH1498  STATE/COUNTY-  ID/CANYON
 OH1498  USGS QUAD   -  CALDWELL (1971)
 OH1498
 OH1498                         *CURRENT SURVEY CONTROL
 OH1498  ___________________________________________________________________
 OH1498* NAD 83(1986)-  43 38 58.     (N)    116 37 58.     (W)     SCALED    
 OH1498* NAVD 88     -       740.75   (meters)    2430.3    (feet)  RESET     
 OH1498  ___________________________________________________________________
 OH1498  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 OH1498
 OH1498  VERT ORDER  -  THIRD
 OH1498
 OH1498.The horizontal coordinates were scaled from a topographic map and have
 OH1498.an estimated accuracy of +/- 6 seconds.
 OH1498
 OH1498.The orthometric height was computed from unverified reset data.
 OH1498.No vertical observational check was made to the station.
 OH1498
 OH1498.The geoid height was determined by GEOID03.
 OH1498
 OH1498;                    North         East    Units  Estimated Accuracy
 OH1498;SPC ID W     -   220,620.      728,790.      MT  (+/- 180 meters Scaled)
 OH1498
 OH1498                          SUPERSEDED SURVEY CONTROL
 OH1498
 OH1498  NGVD 29 (03/27/06)  739.81   (m)         2427.2    (f) RESET       3  
 OH1498
 OH1498.Superseded values are not recommended for survey control.
 OH1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1498.See file dsdata.txt to determine how the superseded data were derived.
 OH1498
 OH1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ296330(NAD 83)
 OH1498_MARKER: DR = REFERENCE MARK DISK
 OH1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1498_SP_SET: CONCRETE POST
 OH1498_STAMPING: IDA 80 17 1959 NO 3 1981
 OH1498_MARK LOGO: NGS   
 OH1498_PROJECTION: PROJECTING 10 CENTIMETERS
 OH1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1498+STABILITY: SURFACE MOTION
 OH1498
 OH1498  HISTORY     - Date     Condition        Report By
 OH1498  HISTORY     - 1981     MONUMENTED       NGS
 OH1498
 OH1498                          STATION DESCRIPTION
 OH1498
 OH1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OH1498'5.5 KM (3.40 MI) SE FROM CALDWELL.
 OH1498'FROM THE INTERSECTION OF 10TH AVE AND CLEVELAND IN CALDWELL BY GOING
 OH1498'SOUTH ON CLEVELAND (HIGHWAY 30) FOR 2.7 KM (1.70 MI), TURN LEFT ON
 OH1498'LINDEN ROAD AND GO 2.65 KM (1.65 MI) TO A ROAD LEFT, TURN LEFT AND GO
 OH1498'0.1 KM (0.05 MI) TO THE MARK ON THE LEFT, ABOUT 80.0 M (262.5 FT)
 OH1498'NORTH OF THE CENTERLINE OF LINDEN ROAD, 6.5 M (21.3 FT) WEST OF THE
 OH1498'CENTERLINE OF KCID ROAD, 0.6 M (2.0 FT) NORTH OF A POWERPOLE AND 0.3
 OH1498'M (1.0 FT) EAST OF A FENCE.
 OH1498'THE MARK IS 4.1 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1497 ***********************************************************************
 OH1497  DESIGNATION -  IDA 80 17 RM 4
 OH1497  PID         -  OH1497
 OH1497  STATE/COUNTY-  ID/CANYON
 OH1497  USGS QUAD   -  CALDWELL (1971)
 OH1497
 OH1497                         *CURRENT SURVEY CONTROL
 OH1497  ___________________________________________________________________
 OH1497* NAD 83(1986)-  43 38 58.     (N)    116 37 58.     (W)     SCALED    
 OH1497* NAVD 88     -       741.04   (meters)    2431.2    (feet)  RESET     
 OH1497  ___________________________________________________________________
 OH1497  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 OH1497
 OH1497  VERT ORDER  -  THIRD
 OH1497
 OH1497.The horizontal coordinates were scaled from a topographic map and have
 OH1497.an estimated accuracy of +/- 6 seconds.
 OH1497
 OH1497.The orthometric height was computed from unverified reset data.
 OH1497.No vertical observational check was made to the station.
 OH1497
 OH1497.The geoid height was determined by GEOID03.
 OH1497
 OH1497;                    North         East    Units  Estimated Accuracy
 OH1497;SPC ID W     -   220,620.      728,790.      MT  (+/- 180 meters Scaled)
 OH1497
 OH1497                          SUPERSEDED SURVEY CONTROL
 OH1497
 OH1497  NGVD 29 (03/27/06)  740.10   (m)         2428.1    (f) RESET       3  
 OH1497
 OH1497.Superseded values are not recommended for survey control.
 OH1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1497.See file dsdata.txt to determine how the superseded data were derived.
 OH1497
 OH1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ296330(NAD 83)
 OH1497_MARKER: DR = REFERENCE MARK DISK
 OH1497_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OH1497_SP_SET: CONCRETE DAM
 OH1497_STAMPING: IDA 80 17 1959 NO 4 1981
 OH1497_MARK LOGO: NGS   
 OH1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1497+STABILITY: SURFACE MOTION
 OH1497
 OH1497  HISTORY     - Date     Condition        Report By
 OH1497  HISTORY     - 1981     MONUMENTED       NGS
 OH1497
 OH1497                          STATION DESCRIPTION
 OH1497
 OH1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OH1497'5.5 KM (3.40 MI) SE FROM CALDWELL.
 OH1497'FROM THE INTERSECTION OF 10TH AVE AND CLEVELAND IN CALDWELL BY GOING
 OH1497'SOUTH ON CLEVELAND (HIGHWAY 30) FOR 2.7 KM (1.70 MI) TURN LEFT ON
 OH1497'LINDEN ROAD AND GO 2.65 KM (1.65 MI) TO A ROAD LEFT, TURN LEFT ON
 OH1497'KCID ROAD AND GO 0.1 KM (0.05 MI) TO THE MARK ON THE LEFT, 102.0 M
 OH1497'(334.6 FT) NORTH OF THE CENTERLINE OF KCID ROAD, 6.9 M (22.6 FT) FROM
 OH1497'THE CENTERLINE OF KCID ROAD, 2.4 M (7.9 FT) EAST-NORTHEAST FROM A
 OH1497'FENCE CORNER AND 1.0 M (3.3 FT) NORTH-NORTHEAST FROM THE CENTER OF A
 OH1497'LARGE METAL PIPE, IN THE NORTH END OF THE EAST WALL OF A CONCRETE
 OH1497'STRUCTURE THAT HOLDS A METAL GATE IN AN IRRIGATION DITCH.
 OH1497'THE MARK IS 8.5 METERS  NNW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0556 ***********************************************************************
 OH0556  DESIGNATION -  IDA 80 18
 OH0556  PID         -  OH0556
 OH0556  STATE/COUNTY-  ID/CANYON
 OH0556  USGS QUAD   -  MIDDLETON (1971)
 OH0556
 OH0556                         *CURRENT SURVEY CONTROL
 OH0556  ___________________________________________________________________
 OH0556* NAD 83(1992)-  43 38 02.67151(N)    116 37 11.96385(W)     ADJUSTED  
 OH0556* NAVD 88     -       744.019  (meters)    2441.00   (feet)  ADJUSTED  
 OH0556  ___________________________________________________________________
 OH0556  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 OH0556  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 OH0556  DYNAMIC HT  -         743.766 (meters)    2440.17  (feet)  COMP
 OH0556  MODELED GRAV-     980,255.4   (mgal)                       NAVD 88
 OH0556
 OH0556  HORZ ORDER  -  SECOND
 OH0556  VERT ORDER  -  SECOND    CLASS 0
 OH0556
 OH0556.The horizontal coordinates were established by classical geodetic methods
 OH0556.and adjusted by the National Geodetic Survey in July 1992..
 OH0556
 OH0556.The orthometric height was determined by differential leveling
 OH0556.and adjusted by the National Geodetic Survey in June 1991..
 OH0556
 OH0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0556
 OH0556.The geoid height was determined by GEOID03.
 OH0556
 OH0556.The dynamic height is computed by dividing the NAVD 88
 OH0556.geopotential number by the normal gravity value computed on the
 OH0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0556.degrees latitude (g = 980.6199 gals.).
 OH0556
 OH0556.The modeled gravity was interpolated from observed gravity values.
 OH0556
 OH0556;                    North         East     Units Scale Factor Converg.
 OH0556;SPC ID W     -   218,904.671   729,798.538   MT  0.99999393   -0 36 01.3
 OH0556;UTM  11      - 4,831,301.857   530,653.602   MT  0.99961156   +0 15 44.0
 OH0556
 OH0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0556!SPC ID W     -   0.99988607  x   0.99999393  =   0.99988000
 OH0556!UTM  11      -   0.99988607  x   0.99961156  =   0.99949767
 OH0556
 OH0556|---------------------------------------------------------------------|
 OH0556| PID    Reference Object                     Distance      Geod. Az  |
 OH0556|                                                           dddmmss.s |
 OH0556| OH0557 IDA 80 18 RM 1                       24.084 METERS 12615     |
 OH0556| OH0555 IDA 80 18 RM 2                       24.763 METERS 26951     |
 OH0556| OH0553 IDA 80 17                           APPROX. 2.0 KM 3280712.9 |
 OH0556|---------------------------------------------------------------------|
 OH0556
 OH0556                          SUPERSEDED SURVEY CONTROL
 OH0556
 OH0556  NAD 83(1991)-  43 38 02.67142(N)    116 37 11.96201(W) AD(       ) 2
 OH0556  NAD 83(1986)-  43 38 02.67136(N)    116 37 11.96161(W) AD(       ) 2
 OH0556  NAD 27      -  43 38 03.09290(N)    116 37 08.47622(W) AD(       ) 2
 OH0556  NGVD 29 (??/??/92)  743.081  (m)         2437.92   (f) ADJ UNCH    2 0
 OH0556
 OH0556.Superseded values are not recommended for survey control.
 OH0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0556.See file dsdata.txt to determine how the superseded data were derived.
 OH0556
 OH0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ3065431302(NAD 83)
 OH0556_MARKER: DE = TRAVERSE STATION DISK
 OH0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0556_STAMPING: IDA 80-18 1959
 OH0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0556+STABILITY: SURFACE MOTION
 OH0556
 OH0556  HISTORY     - Date     Condition        Report By
 OH0556  HISTORY     - 1959     MONUMENTED       CGS
 OH0556  HISTORY     - 1959     GOOD             CGS
 OH0556  HISTORY     - 1981     GOOD             NGS
 OH0556  HISTORY     - 19811015 GOOD             NGS
 OH0556
 OH0556                          STATION DESCRIPTION
 OH0556
 OH0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0556'THE STATION IS 3.3 MILES EAST AND 2 MILES SOUTH OF CALDWELL
 OH0556'ALSO 2 MILES NORTH AND 2.4 MILES WEST OF NAMPA SUGAR FACTORY.
 OH0556'IT IS 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 OH0556'RESIDENCE, 23 FEET NORTH OF THE CENTER LINE OF AN OILED EAST-WEST
 OH0556'ROAD AND 4.6 FEET NORTHWEST OF A METAL WITNESS POST WITH
 OH0556'SIGN ATTACHED.
 OH0556'
 OH0556'TO REACH FROM THE SUGAR FACTORY IN SOUTH NAMPA GO NORTH ON
 OH0556'OILED ROAD FOR 2.0 MILES TO A CROSS ROAD, ALSO OILED, TURN
 OH0556'LEFT, WEST, FOR 2.4 MILES TO THE STATION ON THE RIGHT, NORTH
 OH0556'SIDE OF THE ROAD.
 OH0556'
 OH0556'THE STATION IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 OH0556'PROJECTING 2 INCHES AND STAMPED IDA 80-18 1959.
 OH0556'
 OH0556'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0556'POST FLUSH WITH THE SURROUNDING SURFACE AND STAMPED IDA 80-18
 OH0556'NO 1 1959.  IT IS 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 OH0556'AND 2 FEET WEST OF A POWER POLE.
 OH0556'
 OH0556'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0556'POST PROJECTING 2 INCHES AND STAMPED IDA 80-18 NO 2 1959.
 OH0556'IT IS 23 FEET NORTH OF THE CENTER LINE OF THE ROADWAY.
 OH0556
 OH0556                          STATION RECOVERY (1959)
 OH0556
 OH0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0556'5.3 MI SE FROM CALDWELL.
 OH0556'ABOUT 2 MILES NORTH AND 2.4 MILES WEST OF THE NAMPA SUGAR FACTORY. IT
 OH0556'IS 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK RESIDENCE, 23
 OH0556'FEET NORTH OF THE CENTERLINE OF AN OILED EAST-WEST ROAD AND 4.6 FEET
 OH0556'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.  TO REACH FROM
 OH0556'THE SUGAR FACTORY IN SOUTH NAMPA GO NORTH ON OILED ROAD FOR 2.0 MILES
 OH0556'TO A CROSS ROAD, ALSO OILED, TURN LEFT, WEST, FOR 2.4 MILES TO THE
 OH0556'STATION ON THE RIGHT, NORTH SIDE OF THE ROAD, AND SET IN A SQUARE
 OH0556'CONCRETE POST PROJECTING 2 INCHES.
 OH0556
 OH0556                          STATION RECOVERY (1981)
 OH0556
 OH0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OH0556'REACHED FROM THE SOUTH ENTRANCE TO THE LARGE SUGAR MILL IN SOUTH
 OH0556'NAMPAMGO WEST 0.08 K (0.05 MILE) TO A CROSSROAD, TURN LEFT AND GO 3.2
 OH0556'K (2.0 MILES) TO A CROSSROAD, TURN LEFT AND GO 3.8 K (2.4 MILES) TO
 OH0556'THE STATION ON THE RIGHT. IT IS 20.4 METERS SOUTHWEST FROM THE
 OH0556'SOUTHWEST CORNER OF A BRICK HOUSE, 7.7 METERS WSW FROM THE WEST END
 OH0556'OF A CONCRETE RETAINING WALL 6.5 METERS NORTH FROM THE CENTERLINE OF
 OH0556'THE ROAD, 1.6 METERS WEST FROM A POWER POLE AND 0.5 METER EAST FROM A
 OH0556'METAL WITNESS POST.
 OH0556
 OH0556                          STATION RECOVERY (1981)
 OH0556
 OH0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OH0556'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 LOOKED
 OH0556'LIKE IT HAD BEEN HIT BY A PLOW BUT IT WAS STILL SOLID IN THE GROUND.
 OH0556'REFERENCE MARK 2 WAS RECOVERED.  IT WAS COVERED BY ABOUT 0.3 METER
 OH0556'(1.0 FT) OF DIRT.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME. THE
 OH0556'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SE OF CALDWELL, 5 KM (3.10
 OH0556'MI) NW OF NAMPA ON COUNTY RIGHT-OF-WAY.
 OH0556' 
 OH0556'TO REACH THE STATION FROM THE SOUTH ENTRANCE T THE LARGE SUGAR FACTORY
 OH0556'IN SOUTH NAMPA, GO E 0.08 KM (0.05 MI) TO A CROSSROAD, TURN LEFT AND
 OH0556'GO 3.2 KM (2.00 MI) TO A CROSSROAD, TURN LEFT AND GO 3.8 KM (2.35 MI)
 OH0556'TO THE STATION ON THE RIGHT.
 OH0556' 
 OH0556'THE STATION IS A STANDARD USCGS DISK STAMPED---IDA 80-18 1959---, SET
 OH0556'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM, IN DIAMETER,
 OH0556'RECESSED 15 CM BELOW THE GROUND.  THE STATION IS LOCATED 20.4 METERS
 OH0556'(66.9 FT) SW FROM THE SW CORNER OF A BRICK HOUSE, 7.7 METERS (25.3 FT)
 OH0556'WSW FROM THE W END OF A CONCRETE RETAINING WALL, 6.5 METERS (21.3 FT)
 OH0556'N FROM THE CENTERLINE OF THE ROAD, 1.6 METERS (5.2 FT) W FROM A POWER
 OH0556'POLE, 0.5 METERS (1.6 FT) E FROM A METAL WITNESS POST.
 OH0556' 
 OH0556'REFERENCE MARK NO 1, IS A STANDARD USCGS DISK STAMPED---IDA 80-18 NO 1
 OH0556'1959---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN
 OH0556'DIAMETER, RECESSED, 5 CM BELOW THE GROUND.  THE STATION IS LOCATED
 OH0556'20.8 METERS (68.2 FT) SW FROM THE SE CORNER OF A CONCRETE RETAINING
 OH0556'WALL, 15.6 METERS (51.2 FT) W FROM A TELEPHONE COMPANY JUNCTION BOX,
 OH0556'7.9 METERS (25.9 FT) S FROM THE CENTERLINE OF A PAVED ROAD, AND 0.02
 OH0556'METERS (0.07 FT) LOWER THAN THE STATION.
 OH0556' 
 OH0556'REFERENCE MARK NO 2, IS A STANDARD USCGS DISK STAMPED---IDA 80-18 NO 2
 OH0556'1959---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN
 OH0556'DIAMETER, RECESSED, 25 CM BELOW THE GROUND.  THE STATION IS LOCATED
 OH0556'26.4 METERS (86.6 FT) W FROM A POWER POLE, 24.2 METERS (79.4 FT) W
 OH0556'FROM A METAL WITNESS POST, 6.6 METERS (21.7 FT) N FROM THE CENTERLINE
 OH0556'OF A PAVED ROAD, AND 0.2 METERS (0.7 FT) LOWER THAN THE STATION.
 OH0556' 
 OH0556'REFERENCE MARK NO 3, IS STANDARD NGS DISK STAMPED---IDA 80-18 1959 NO
 OH0556'3 1981---, SET INTO A DRILL HOLE IN THE SOUTHWEST CORNER OF A CONCRETE
 OH0556'IRRIGATION DITCH DAM.  THE STATION IS LOCATED 12.2 METERS (40.0 FT)
 OH0556'SSW FROM THE SW CORNER OF A BRICK HOUSE, 11.4 METERS (37.4 FT) N FROM
 OH0556'THE CENTERLINE OF THE ROAD, 6.9 METERS (22.6 FT) NE FROM A POWER POLE,
 OH0556'3.2 METERS (10.5 FT) NNW FROM THE W END OF A CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0557 ***********************************************************************
 OH0557  DESIGNATION -  IDA 80 18 RM 1
 OH0557  PID         -  OH0557
 OH0557  STATE/COUNTY-  ID/CANYON
 OH0557  USGS QUAD   -  MIDDLETON (1971)
 OH0557
 OH0557                         *CURRENT SURVEY CONTROL
 OH0557  ___________________________________________________________________
 OH0557* NAD 83(1986)-  43 38 04.     (N)    116 37 10.     (W)     SCALED    
 OH0557* NAVD 88     -       743.994  (meters)    2440.92   (feet)  ADJUSTED  
 OH0557  ___________________________________________________________________
 OH0557  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 OH0557  DYNAMIC HT  -         743.742 (meters)    2440.09  (feet)  COMP
 OH0557  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 OH0557
 OH0557  VERT ORDER  -  SECOND    CLASS 0
 OH0557
 OH0557.The horizontal coordinates were scaled from a topographic map and have
 OH0557.an estimated accuracy of +/- 6 seconds.
 OH0557
 OH0557.The orthometric height was determined by differential leveling
 OH0557.and adjusted by the National Geodetic Survey in June 1991..
 OH0557
 OH0557.The geoid height was determined by GEOID03.
 OH0557
 OH0557.The dynamic height is computed by dividing the NAVD 88
 OH0557.geopotential number by the normal gravity value computed on the
 OH0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0557.degrees latitude (g = 980.6199 gals.).
 OH0557
 OH0557.The modeled gravity was interpolated from observed gravity values.
 OH0557
 OH0557;                    North         East    Units  Estimated Accuracy
 OH0557;SPC ID W     -   218,950.      729,840.      MT  (+/- 180 meters Scaled)
 OH0557
 OH0557                          SUPERSEDED SURVEY CONTROL
 OH0557
 OH0557  NGVD 29 (??/??/92)  743.056  (m)         2437.84   (f) ADJ UNCH    2 0
 OH0557
 OH0557.Superseded values are not recommended for survey control.
 OH0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0557.See file dsdata.txt to determine how the superseded data were derived.
 OH0557
 OH0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ306313(NAD 83)
 OH0557_MARKER: DR = REFERENCE MARK DISK
 OH0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0557_STAMPING: IDA 80-18 NO. 1 1959
 OH0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0557+STABILITY: SURFACE MOTION
 OH0557
 OH0557  HISTORY     - Date     Condition        Report By
 OH0557  HISTORY     - 1959     MONUMENTED       CGS
 OH0557
 OH0557                          STATION DESCRIPTION
 OH0557
 OH0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0557'5.3 MI SE FROM CALDWELL.
 OH0557'ABOUT 2 MILES NORTH AND 2.4 MILES WEST OF THE NAMPA SUGAR FACTORY. IT
 OH0557'IS 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK RESIDENCE, 23
 OH0557'FEET NORTH OF THE CENTERLINE OF AN OILED EAST-WEST ROAD AND 4.6 FEET
 OH0557'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.  TO REACH FROM
 OH0557'THE SUGAR FACTORY IN SOUTH NAMPA GO NORTH ON OILED ROAD FOR 2.0 MILES
 OH0557'TO A CROSS ROAD, ALSO OILED, TURN LEFT, WEST, FOR 2.4 MILES TO THE
 OH0557'STATION ON THE RIGHT, NORTH SIDE OF THE ROAD, AND SET IN A SQUARE
 OH0557'CONCRETE POST FLUSH WITH THE SURROUNDING SURFACE AND IT IS 24 FEET
 OH0557'SOUTH OF THE CENTERLINE OF THE ROAD AND 2 FEET WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0555 ***********************************************************************
 OH0555  DESIGNATION -  IDA 80 18 RM 2
 OH0555  PID         -  OH0555
 OH0555  STATE/COUNTY-  ID/CANYON
 OH0555  USGS QUAD   -  MIDDLETON (1971)
 OH0555
 OH0555                         *CURRENT SURVEY CONTROL
 OH0555  ___________________________________________________________________
 OH0555* NAD 83(1986)-  43 38 04.     (N)    116 37 10.     (W)     SCALED    
 OH0555* NAVD 88     -       743.814  (meters)    2440.33   (feet)  ADJUSTED  
 OH0555  ___________________________________________________________________
 OH0555  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 OH0555  DYNAMIC HT  -         743.561 (meters)    2439.50  (feet)  COMP
 OH0555  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 OH0555
 OH0555  VERT ORDER  -  SECOND    CLASS 0
 OH0555
 OH0555.The horizontal coordinates were scaled from a topographic map and have
 OH0555.an estimated accuracy of +/- 6 seconds.
 OH0555
 OH0555.The orthometric height was determined by differential leveling
 OH0555.and adjusted by the National Geodetic Survey in June 1991..
 OH0555
 OH0555.The geoid height was determined by GEOID03.
 OH0555
 OH0555.The dynamic height is computed by dividing the NAVD 88
 OH0555.geopotential number by the normal gravity value computed on the
 OH0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0555.degrees latitude (g = 980.6199 gals.).
 OH0555
 OH0555.The modeled gravity was interpolated from observed gravity values.
 OH0555
 OH0555;                    North         East    Units  Estimated Accuracy
 OH0555;SPC ID W     -   218,950.      729,840.      MT  (+/- 180 meters Scaled)
 OH0555
 OH0555                          SUPERSEDED SURVEY CONTROL
 OH0555
 OH0555  NGVD 29 (??/??/92)  742.876  (m)         2437.25   (f) ADJ UNCH    2 0
 OH0555
 OH0555.Superseded values are not recommended for survey control.
 OH0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0555.See file dsdata.txt to determine how the superseded data were derived.
 OH0555
 OH0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ306313(NAD 83)
 OH0555_MARKER: DR = REFERENCE MARK DISK
 OH0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0555_STAMPING: IDA 80-18 NO 2 1959
 OH0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0555+STABILITY: SURFACE MOTION
 OH0555
 OH0555  HISTORY     - Date     Condition        Report By
 OH0555  HISTORY     - 1959     MONUMENTED       CGS
 OH0555
 OH0555                          STATION DESCRIPTION
 OH0555
 OH0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0555'5.3 MI SE FROM CALDWELL.
 OH0555'ABOUT 2 MILES NORTH AND 2.4 MILES WEST OF THE NAMPA SUGAR FACTORY. IT
 OH0555'IS 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK RESIDENCE, 23
 OH0555'FEET NORTH OF THE CENTERLINE OF AN OILED EAST-WEST ROAD AND 4.6 FEET
 OH0555'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.  TO REACH FROM
 OH0555'THE SUGAR FACTORY IN SOUTH NAMPA GO NORTH ON OILED ROAD FOR 2.0 MILES
 OH0555'TO A CROSS ROAD, ALSO OILED, TURN LEFT, WEST FOR 2.4 MILES TO THE
 OH0555'STATION ON THE RIGHT, NORTH SIDE OF THE ROAD, AND SET IN A SQUARE
 OH0555'CONCRETE POST PROJECTING 2 INCHES.  IT IS 23 FEET NORTH OF THE
 OH0555'CENTERLINE OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1495 ***********************************************************************
 OH1495  DESIGNATION -  IDA 80 18 RM 3
 OH1495  PID         -  OH1495
 OH1495  STATE/COUNTY-  ID/CANYON
 OH1495  USGS QUAD   -  MIDDLETON (1971)
 OH1495
 OH1495                         *CURRENT SURVEY CONTROL
 OH1495  ___________________________________________________________________
 OH1495* NAD 83(1986)-  43 38 03.     (N)    116 37 11.     (W)     SCALED    
 OH1495* NAVD 88     -       744.24   (meters)    2441.7    (feet)  RESET     
 OH1495  ___________________________________________________________________
 OH1495  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 OH1495
 OH1495  VERT ORDER  -  THIRD
 OH1495
 OH1495.The horizontal coordinates were scaled from a topographic map and have
 OH1495.an estimated accuracy of +/- 6 seconds.
 OH1495
 OH1495.The orthometric height was computed from unverified reset data.
 OH1495.No vertical observational check was made to the station.
 OH1495
 OH1495.The geoid height was determined by GEOID03.
 OH1495
 OH1495;                    North         East    Units  Estimated Accuracy
 OH1495;SPC ID W     -   218,920.      729,820.      MT  (+/- 180 meters Scaled)
 OH1495
 OH1495                          SUPERSEDED SURVEY CONTROL
 OH1495
 OH1495  NGVD 29 (03/27/06)  743.30   (m)         2438.6    (f) RESET       3  
 OH1495
 OH1495.Superseded values are not recommended for survey control.
 OH1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1495.See file dsdata.txt to determine how the superseded data were derived.
 OH1495
 OH1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ306313(NAD 83)
 OH1495_MARKER: DR = REFERENCE MARK DISK
 OH1495_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OH1495_SP_SET: CONCRETE DAM
 OH1495_STAMPING: IDA 80-18 1959 RM 3 1981
 OH1495_MARK LOGO: NGS   
 OH1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1495+STABILITY: SURFACE MOTION
 OH1495
 OH1495  HISTORY     - Date     Condition        Report By
 OH1495  HISTORY     - 1981     MONUMENTED       NGS
 OH1495
 OH1495                          STATION DESCRIPTION
 OH1495
 OH1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OH1495'7.1 KM (4.40 MI) NW FROM NAMPA.
 OH1495'BY GOING EAST FROM THE SOUTH ENTRANCE OF THE SUGAR FACTORY IN SOUTH
 OH1495'NAMPA 0.08 KM (0.05 MI) TURN LEFT AT CROSSROAD AND GO 3.2 KM
 OH1495'(2.00 MI) TO A CROSSROAD, TURN LEFT AND GO 3.8 KM (2.35 MI) TO THE
 OH1495'MARK ON THE RIGHT, 12.2 M (40.0 FT) SOUTH SOUTHWEST FROM THE
 OH1495'SOUTHWEST CORNER OF A BRICK HOUSE, 11.4 M (37.4 FT) NORTH OF THE
 OH1495'CENTERLINE OF THE ROAD, 6.9 M (22.6 FT) NORTHEAST FROM A POWERPOLE
 OH1495'AND 3.2 M (10.5 FT) NORTH NORTHWEST FROM THE WEST END OF A CONCRETE
 OH1495'RETAINING WALL, IN THE SOUTHWEST CORNER OF A CONCRETE IRRIGATION
 OH1495'DITCH DAM.
 OH1495'THE MARK IS ABOVE LEVEL WITH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0558 ***********************************************************************
 OH0558  DESIGNATION -  IDA 80 19 RM 2
 OH0558  PID         -  OH0558
 OH0558  STATE/COUNTY-  ID/CANYON
 OH0558  USGS QUAD   -  NAMPA (1971)
 OH0558
 OH0558                         *CURRENT SURVEY CONTROL
 OH0558  ___________________________________________________________________
 OH0558* NAD 83(1986)-  43 37 27.     (N)    116 36 33.     (W)     SCALED    
 OH0558* NAVD 88     -       747.063  (meters)    2450.99   (feet)  ADJUSTED  
 OH0558  ___________________________________________________________________
 OH0558  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 OH0558  DYNAMIC HT  -         746.808 (meters)    2450.15  (feet)  COMP
 OH0558  MODELED GRAV-     980,254.0   (mgal)                       NAVD 88
 OH0558
 OH0558  VERT ORDER  -  SECOND    CLASS 0
 OH0558
 OH0558.The horizontal coordinates were scaled from a topographic map and have
 OH0558.an estimated accuracy of +/- 6 seconds.
 OH0558
 OH0558.The orthometric height was determined by differential leveling
 OH0558.and adjusted by the National Geodetic Survey in June 1991..
 OH0558
 OH0558.The geoid height was determined by GEOID03.
 OH0558
 OH0558.The dynamic height is computed by dividing the NAVD 88
 OH0558.geopotential number by the normal gravity value computed on the
 OH0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0558.degrees latitude (g = 980.6199 gals.).
 OH0558
 OH0558.The modeled gravity was interpolated from observed gravity values.
 OH0558
 OH0558;                    North         East    Units  Estimated Accuracy
 OH0558;SPC ID W     -   217,800.      730,660.      MT  (+/- 180 meters Scaled)
 OH0558
 OH0558                          SUPERSEDED SURVEY CONTROL
 OH0558
 OH0558  NGVD 29 (??/??/92)  746.126  (m)         2447.92   (f) ADJ UNCH    2 0
 OH0558
 OH0558.Superseded values are not recommended for survey control.
 OH0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0558.See file dsdata.txt to determine how the superseded data were derived.
 OH0558
 OH0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ315302(NAD 83)
 OH0558_MARKER: DR = REFERENCE MARK DISK
 OH0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0558_STAMPING: IDA 80-19 NO 2 1959
 OH0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0558+STABILITY: SURFACE MOTION
 OH0558
 OH0558  HISTORY     - Date     Condition        Report By
 OH0558  HISTORY     - 1959     MONUMENTED       CGS
 OH0558
 OH0558                          STATION DESCRIPTION
 OH0558
 OH0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0558'3.1 MI NW FROM NAMPA.
 OH0558'1.0 MILE WEST ALONG THE PAVED ROAD FROM THE SOUTH ENTRANCE OF THE
 OH0558'AMALGAMATED SUGAR CO. FACTORY AT NAMPA, THENCE 1.0 MILE NORTH ON PAVED
 OH0558'ROAD, THENCE 0.8 MILE WEST ON PAVED ROAD, THENCE 0.3 MILE NORTH ON
 OH0558'TRACK ROAD, 59.64 FEET SOUTH OF THE STATION MARK, 15.0 FEET EAST OF A
 OH0558'FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0649 ***********************************************************************
 OH0649  DESIGNATION -  IDA 80 2
 OH0649  PID         -  OH0649
 OH0649  STATE/COUNTY-  ID/PAYETTE
 OH0649  USGS QUAD   -  NYSSA (1965)
 OH0649
 OH0649                         *CURRENT SURVEY CONTROL
 OH0649  ___________________________________________________________________
 OH0649* NAD 83(1992)-  43 58 14.96012(N)    116 54 45.18292(W)     ADJUSTED  
 OH0649* NAVD 88     -       697.369  (meters)    2287.95   (feet)  ADJUSTED  
 OH0649  ___________________________________________________________________
 OH0649  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 OH0649  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 OH0649  DYNAMIC HT  -         697.151 (meters)    2287.24  (feet)  COMP
 OH0649  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 OH0649
 OH0649  HORZ ORDER  -  SECOND
 OH0649  VERT ORDER  -  FIRST     CLASS II
 OH0649
 OH0649.The horizontal coordinates were established by classical geodetic methods
 OH0649.and adjusted by the National Geodetic Survey in July 1992..
 OH0649
 OH0649.The orthometric height was determined by differential leveling
 OH0649.and adjusted by the National Geodetic Survey in June 1991..
 OH0649
 OH0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0649
 OH0649.The geoid height was determined by GEOID03.
 OH0649
 OH0649.The dynamic height is computed by dividing the NAVD 88
 OH0649.geopotential number by the normal gravity value computed on the
 OH0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0649.degrees latitude (g = 980.6199 gals.).
 OH0649
 OH0649.The modeled gravity was interpolated from observed gravity values.
 OH0649
 OH0649;                    North         East     Units Scale Factor Converg.
 OH0649;SPC ID W     -   256,606.887   706,716.520   MT  1.00004032   -0 48 25.9
 OH0649;SPC OR S     -   262,126.508 1,787,786.486   MT  0.99999272   +2 27 15.6
 OH0649;SPC OR S     -   859,995.10  5,865,441.23   iFT  0.99999272   +2 27 15.6
 OH0649;UTM  11      - 4,868,635.858   507,014.596   MT  0.99960061   +0 03 38.6
 OH0649
 OH0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0649!SPC ID W     -   0.99989344  x   1.00004032  =   0.99993375
 OH0649!SPC OR S     -   0.99989344  x   0.99999272  =   0.99988616
 OH0649!UTM  11      -   0.99989344  x   0.99960061  =   0.99949409
 OH0649
 OH0649:                Primary Azimuth Mark                     Grid Az
 OH0649:SPC ID W     -  PLYMOUTH                                 138 14 35.9
 OH0649:SPC OR S     -  PLYMOUTH                                 134 58 54.4
 OH0649:UTM  11      -  PLYMOUTH                                 137 22 31.4
 OH0649
 OH0649|---------------------------------------------------------------------|
 OH0649| PID    Reference Object                     Distance      Geod. Az  |
 OH0649|                                                           dddmmss.s |
 OH0649| OH1413 PLYMOUTH                            APPROX. 4.6 KM 1372610.0 |
 OH0649| OH0648 IDA 80 2 RM 1                        17.632 METERS 14356     |
 OH0649| CD5798 I80 STA 165+00 POT                    4.773 METERS 17020     |
 OH0649| OH0652 IDA 80 2 RM 3                        15.940 METERS 21023     |
 OH0649| OH0650 IDA 80 2 RM 2                        16.985 METERS 33230     |
 OH0649| OH0653 IDA 80 2 RM 4                        16.932 METERS 33233     |
 OH0649|---------------------------------------------------------------------|
 OH0649
 OH0649                          SUPERSEDED SURVEY CONTROL
 OH0649
 OH0649  NAD 83(1991)-  43 58 14.96009(N)    116 54 45.18282(W) AD(       ) 2
 OH0649  NAD 83(1986)-  43 58 14.95984(N)    116 54 45.18305(W) AD(       ) 2
 OH0649  NAD 27      -  43 58 15.36980(N)    116 54 41.62490(W) AD(       ) 2
 OH0649  NGVD 29 (??/??/92)  696.416  (m)         2284.82   (f) ADJ UNCH    1 2
 OH0649
 OH0649.Superseded values are not recommended for survey control.
 OH0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0649.See file dsdata.txt to determine how the superseded data were derived.
 OH0649
 OH0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0701568636(NAD 83)
 OH0649_MARKER: DS = TRIANGULATION STATION DISK
 OH0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0649_STAMPING: IDA 80-2 1959
 OH0649_MARK LOGO: CGS   
 OH0649_PROJECTION: PROJECTING 5 CENTIMETERS
 OH0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0649+STABILITY: SURFACE MOTION
 OH0649
 OH0649  HISTORY     - Date     Condition        Report By
 OH0649  HISTORY     - 1959     MONUMENTED       CGS
 OH0649  HISTORY     - 1959     GOOD             CGS
 OH0649  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OH0649  HISTORY     - 1983     GOOD             NGS
 OH0649  HISTORY     - 1983     GOOD             NGS
 OH0649
 OH0649                          STATION DESCRIPTION
 OH0649
 OH0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OH0649'THE STATION IS 2 MILES SOUTH FROM FRUITLAND, 0.05 MILE EAST
 OH0649'FROM U.S. HIGHWAY 30, 3.7 FEET EAST FROM A STEEL WITNESS POST
 OH0649'WITH SIGN.  A STANDARD TRIANGULATION DISK SET IN A SQUARE
 OH0649'TOPPED CONCRETE MONUMENT PROJECTING 1 INCH STAMPED, IDA 80-2
 OH0649'1959.
 OH0649'
 OH0649'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS NO. 30 AND 95,
 OH0649'2.0 MILES SOUTH FROM FRUITLAND, GO SOUTH ON HIGHWAY 95 FOR
 OH0649'0.25 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO EAST FOR
 OH0649'0.05 MILE TO THE WEST SIDE OF A PROPOSED ORCHARD SITE AND THE
 OH0649'STATION.
 OH0649'
 OH0649'THE REFERENCE MARKS ARE STANDARD REFERENCE DISKS SET IN SQUARE
 OH0649'TOPPED CONCRETE MONUMENTS PROJECTING 2 INCHES, STAMPED IDA
 OH0649'80-2 1959 AND NO 1 AND NO 2 RESPECTIVELY.
 OH0649
 OH0649                          STATION RECOVERY (1959)
 OH0649
 OH0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0649'2.6 MI S FROM FRUITLAND.
 OH0649'2.6 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 OH0649'FRUITLAND TO A POINT WHERE A HIGHWAY INTERCHANGE IS UNDER
 OH0649'CONSTRUCTION, ABOUT 450.0 FEET EAST OF U.S. HIGHWAY 95, 180.0 FEET
 OH0649'NORTHEAST OF THE CENTERLINE OF INTERSTATE 80 N, 57.80 FEET NORTHWEST
 OH0649'OF R.M. 1, 55.70 FEET SOUTHEAST OF R.M. 2, 4.2 FEET EAST OF A METAL
 OH0649'WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 3
 OH0649'INCHES.
 OH0649
 OH0649                          STATION RECOVERY (1974)
 OH0649
 OH0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OH0649'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH
 OH0649'REFERENCE MARKS HAD BEEN DESTROYED.  REFERENCE MARK NO. 3,
 OH0649'AND REFERENCE MARK NO. 4 WAS ESTABLISHED.  THE ORIGINAL TO
 OH0649'REACH IS OBSOLETE SINCE THE FREEWAY HAS BEEN BUILT.  A NEW
 OH0649'AND COMPLETE DESCRIPTION FOLLOWS.
 OH0649'
 OH0649'TO REACH THE STATION FROM THE FRUITLAND POST OFFICE GO SOUTH
 OH0649'ON U.S. HIGHWAY 95 FOR 2.8 MILES TO THE STATION ON THE LEFT,
 OH0649'AT THE WEST END OF AN ORCHARD.
 OH0649'
 OH0649'THE STATION MARK, STAMPED IDA 80-2 1959, IS A STANDARD DISK
 OH0649'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH,
 OH0649'400 FEET EAST OF U.S. HIGHWAY 95, 70 FEET EAST OF THE OFF-RAMP
 OH0649'OF INTERSTATE 80N WESTBOUND, 45 FEET SOUTH OF A CHECK VALVE
 OH0649'FOR THE IRRIGATION SYSTEM, 36 FEET NORTHEAST OF THE EAST END
 OH0649'OF A CULVERT, 16.5 FEET NORTH OF A CORNER IN THE RIGHT-OF-WAY
 OH0649'FENCE, 4.2 FEET EAST OF A METAL WITNESS POST, AND 0.5 FOOT
 OH0649'EAST OF THE RIGHT-OF-WAY FENCE LINE.  (NOTE 1A AND 7A)
 OH0649'
 OH0649'REFERENCE MARK NO. 3, STAMPED IDA 80-2 1959 NO 3 1974, IS A
 OH0649'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE
 OH0649'FOR A LIGHT ALONG THE OFF-RAMP, 40 FEET SOUTHWEST OF THE FENCE
 OH0649'CORNER, 19 FEET NORTHEAST OF THE CENTER OF THE OFF-RAMP, AND
 OH0649'0.5 FOOT EAST OF THE LIGHT POLE.
 OH0649'
 OH0649'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN A CYLINDRICAL
 OH0649'CONCRETE MONUMENT THAT IS 10-INCHES IN DIAMETER, AND FLUSH,
 OH0649'50 FEET EAST OF THE CENTER OF THE OFF-RAMP, AND 19 FEET WEST OF
 OH0649'THE RIGHT-OF-WAY FENCE LINE.  (NOTE 11B)
 OH0649'
 OH0649'IDPW 165+00 IS AN IDAHO DEPARTMENT OF PUBLIC WORKS DISK, STAMPED
 OH0649'POT 165+00 180, SET IN A CYLINDRICAL CONCRETE MONUMENT THAT
 OH0649'IS 6-INCHES IN DIAMETER, AND PROJECTS 3-INCHES, 1 FOOT NORTHEAST
 OH0649'OF THE CORNER IN THE RIGHT-OF-WAY FENCE, AND 0.5 FOOT NORTHWEST
 OH0649'OF A WOODEN WITNESS POST.
 OH0649'
 OH0649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH
 OH0649'OF FRUITLAND
 OH0649
 OH0649                          STATION RECOVERY (1983)
 OH0649
 OH0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0649'RECOVERED IN GOOD CONDITION.
 OH0649
 OH0649                          STATION RECOVERY (1983)
 OH0649
 OH0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0653 ***********************************************************************
 OH0653  DESIGNATION -  IDA 80 2 RM 4
 OH0653  PID         -  OH0653
 OH0653  STATE/COUNTY-  ID/PAYETTE
 OH0653  USGS QUAD   -  NYSSA (1965)
 OH0653
 OH0653                         *CURRENT SURVEY CONTROL
 OH0653  ___________________________________________________________________
 OH0653* NAD 83(1986)-  43 58 15.     (N)    116 54 45.     (W)     SCALED    
 OH0653* NAVD 88     -       697.59   (meters)    2288.7    (feet)  RESET     
 OH0653  ___________________________________________________________________
 OH0653  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 OH0653
 OH0653  VERT ORDER  -  THIRD
 OH0653
 OH0653.The horizontal coordinates were scaled from a topographic map and have
 OH0653.an estimated accuracy of +/- 6 seconds.
 OH0653
 OH0653.The orthometric height was computed from unverified reset data.
 OH0653
 OH0653.The geoid height was determined by GEOID03.
 OH0653
 OH0653;                    North         East    Units  Estimated Accuracy
 OH0653;SPC ID W     -   256,610.      706,720.      MT  (+/- 180 meters Scaled)
 OH0653
 OH0653                          SUPERSEDED SURVEY CONTROL
 OH0653
 OH0653  NGVD 29 (03/27/06)  696.64   (m)         2285.6    (f) RESET       3  
 OH0653
 OH0653.Superseded values are not recommended for survey control.
 OH0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0653.See file dsdata.txt to determine how the superseded data were derived.
 OH0653
 OH0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ070686(NAD 83)
 OH0653_MARKER: DR = REFERENCE MARK DISK
 OH0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0653_STAMPING: IDA 80-2 1959 NO 4 1974
 OH0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0653+STABILITY: SURFACE MOTION
 OH0653
 OH0653  HISTORY     - Date     Condition        Report By
 OH0653  HISTORY     - 1974     MONUMENTED       NGS
 OH0653
 OH0653                          STATION DESCRIPTION
 OH0653
 OH0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OH0653'2.8 MI S FROM FRUITLAND.
 OH0653'REACHED FROM THE FRUITLAND POST OFFICE GO SOUTH ON U.S. HIGHWAY 95 FOR
 OH0653'2.8 MILES TO THE MARK ON THE LEFT, 350 FEET EAST OF U.S. HIGHWAY 95,
 OH0653'55.55 FEET NORTHWEST OF TRIANGULATION STATION IDA 80-2 1959, 50 FEET
 OH0653'EAST OF THE OFF-RAMP OF INTERSTATE 8ON, AND 19 FEET WEST OF THE
 OH0653'RIGHT-OF-WAY FENCE LINE SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 OH0653'10-INCHES IN DIAMETER, AND FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0562 ***********************************************************************
 OH0562  DESIGNATION -  IDA 80 20
 OH0562  PID         -  OH0562
 OH0562  STATE/COUNTY-  ID/CANYON
 OH0562  USGS QUAD   -  NAMPA (1971)
 OH0562
 OH0562                         *CURRENT SURVEY CONTROL
 OH0562  ___________________________________________________________________
 OH0562* NAD 83(1992)-  43 36 54.51206(N)    116 35 35.27424(W)     ADJUSTED  
 OH0562* NAVD 88     -       749.197  (meters)    2457.99   (feet)  ADJUSTED  
 OH0562  ___________________________________________________________________
 OH0562  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 OH0562  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 OH0562  DYNAMIC HT  -         748.941 (meters)    2457.15  (feet)  COMP
 OH0562  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 OH0562
 OH0562  HORZ ORDER  -  SECOND
 OH0562  VERT ORDER  -  SECOND    CLASS 0
 OH0562
 OH0562.The horizontal coordinates were established by classical geodetic methods
 OH0562.and adjusted by the National Geodetic Survey in July 1992..
 OH0562
 OH0562.The orthometric height was determined by differential leveling
 OH0562.and adjusted by the National Geodetic Survey in June 1991..
 OH0562
 OH0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0562
 OH0562.The geoid height was determined by GEOID03.
 OH0562
 OH0562.The dynamic height is computed by dividing the NAVD 88
 OH0562.geopotential number by the normal gravity value computed on the
 OH0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0562.degrees latitude (g = 980.6199 gals.).
 OH0562
 OH0562.The modeled gravity was interpolated from observed gravity values.
 OH0562
 OH0562;                    North         East     Units Scale Factor Converg.
 OH0562;SPC ID W     -   216,778.871   731,944.440   MT  0.99999028   -0 34 53.8
 OH0562;UTM  11      - 4,829,209.392   532,830.432   MT  0.99961326   +0 16 50.4
 OH0562
 OH0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0562!SPC ID W     -   0.99988525  x   0.99999028  =   0.99987553
 OH0562!UTM  11      -   0.99988525  x   0.99961326  =   0.99949855
 OH0562
 OH0562|---------------------------------------------------------------------|
 OH0562| PID    Reference Object                     Distance      Geod. Az  |
 OH0562|                                                           dddmmss.s |
 OH0562| OH0561 IDA 80 20 RM 2                       25.128 METERS 00029     |
 OH0562| OH0563 IDA 80 20 RM 1                       25.275 METERS 17855     |
 OH0562| OH0559 IDA 80 19                           APPROX. 1.6 KM 3093302.6 |
 OH0562|---------------------------------------------------------------------|
 OH0562
 OH0562                          SUPERSEDED SURVEY CONTROL
 OH0562
 OH0562  NAD 83(1991)-  43 36 54.51194(N)    116 35 35.27214(W) AD(       ) 2
 OH0562  NAD 83(1986)-  43 36 54.51203(N)    116 35 35.27198(W) AD(       ) 2
 OH0562  NAD 27      -  43 36 54.93319(N)    116 35 31.79316(W) AD(       ) 2
 OH0562  NGVD 29 (??/??/92)  748.260  (m)         2454.92   (f) ADJ UNCH    2 0
 OH0562
 OH0562.Superseded values are not recommended for survey control.
 OH0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0562.See file dsdata.txt to determine how the superseded data were derived.
 OH0562
 OH0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ3283029209(NAD 83)
 OH0562_MARKER: DE = TRAVERSE STATION DISK
 OH0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0562_STAMPING: IDA 80-20 1959
 OH0562_MARK LOGO: CGS   
 OH0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0562+STABILITY: SURFACE MOTION
 OH0562
 OH0562  HISTORY     - Date     Condition        Report By
 OH0562  HISTORY     - 1959     MONUMENTED       CGS
 OH0562  HISTORY     - 1981     GOOD             CGS
 OH0562  HISTORY     - 19811015 GOOD             NGS
 OH0562
 OH0562                          STATION DESCRIPTION
 OH0562
 OH0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0562'THE STATION IS 1.0 MILE WEST AND 0.7 MILE NORTH OF THE AMALGAMATED
 OH0562'SUGAR COMPANY FACTORY AT NAMPA.
 OH0562'
 OH0562'TO REACH FROM THE SOUTH ENTRANCE OF THE SUGAR FACTORY GO
 OH0562'WEST ON PAVED ROAD FOR 1.0 MILE, TURN RIGHT, NORTH, FOR 0.7
 OH0562'MILE TO THE STATION SITE ON THE RIGHT.
 OH0562'
 OH0562'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0562'POST PROJECTING 3 INCHES AND STAMPED IDA 80-20 1959.  IT IS
 OH0562'19 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD, 8 FEET SOUTH
 OH0562'AND 3 FEET WEST OF A POWER POLE, 5 FEET WEST OF THE RIGHT OF WAY
 OH0562'FENCE LINE AND 3 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 OH0562'ATTACHED.
 OH0562'
 OH0562'REFERENCE MARK 1 IS A STANDARD DISK SET IN A ROUND CONCRETE
 OH0562'POST PROJECTING 4 INCHES AND STAMPED IDA 80-20 NO 1 1959.  IT
 OH0562'IS 22 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD, 2 FEET
 OH0562'WEST OF THE RIGHT OF WAY FENCE LINE AND SET IN THE BOTTOM
 OH0562'OF THE BARROW PIT BORDERING THE ROADWAY.
 OH0562'
 OH0562'REFERENCE MARK 2 IS A STANDARD DISK SET IN A ROUND, CONCRETE POST
 OH0562'PROJECTING 8 INCHES AND STAMPED IDA 80-20 NO 2 1959.  IT IS
 OH0562'SET IN THE BOTTOM OF THE BARROW PIT WHICH BORDERS THE ROADWAY,
 OH0562'22 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD AND 2 FEET
 OH0562'WEST OF THE RIGHT OF WAY FENCE LINE.
 OH0562'
 OH0562'A 2-WHEEL DRIVE STATION.
 OH0562
 OH0562                          STATION RECOVERY (1981)
 OH0562
 OH0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 OH0562'1.7 MI NW FROM NAMPA.
 OH0562'1.0 MILE WEST ALONG THE PAVED ROAD FROM THE SOUTH ENTRANCE TO THE
 OH0562'AMALGAMATED SUGAR CO. FACTORY AT NAMPA, THENCE 0.7 MILE NORTH ON PAVED
 OH0562'ROAD, 82.92 FEET NORTH OF R.M. 1, 82.44 FEET SOUTH OF R.M. 2, 19.0
 OH0562'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 8.0 FEET SOUTH OF A
 OH0562'POWER POLE, 5.0 FEET WEST OF A FENCE LINE, 3.0 FEET NORTH OF A METAL
 OH0562'WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 3
 OH0562'INCHES.
 OH0562
 OH0562                          STATION RECOVERY (1981)
 OH0562
 OH0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OH0562'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 OH0562'REFERENCE MARK 1 WAS FOUND AT A 45 DEGREE ANGLE.  IT WAS STRAIGHTENED
 OH0562'AND RESTAMPED AT THIS TIME.  THE ANGLE AND DISTANCE TO REFERENCE MARK
 OH0562'2 COMPARE FAVORABLY TO THE 1959 OBSERVATIONS.  NO AZIMUTH MARK WAS SET
 OH0562'FOR THIS TIME.
 OH0562' 
 OH0562'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NW FROM THE AMALGAMATED
 OH0562'SUGAR FACTORY AT THE NORTHWEST EDGE OF NAMPA. TO REACH THE STATION
 OH0562'FROM THE S ENTRANCE OF THE SUGAR FACTORY, GO W ON PAVED ROAD FOR 1.1
 OH0562'KM (0.70 MI) TURN RIGHT AND GO 1.44 KM (0.90 MI) TO THE MARK ON THE
 OH0562'RIGHT.
 OH0562' 
 OH0562'THE STATION IS A STANDARD USCGS DISK STAMPED---IDA 80-20 1959---, SET
 OH0562'INTO THE TOP OF A ROUND CONCRTE MONUMENT, 30 CM IN DIAMETER, RECESSED,
 OH0562'25 CM BELOW THE GROUND.  THE STATION IS LOCATED 58.0 METERS (190.3 FT)
 OH0562'N FROM THE POWER POLE THAT LEADS TO A MOBILE HOME, 6.0 METERS (19.7
 OH0562'FT) E FROM THE CENTERLINE OF A PAVED ROAD, 2.0 METERS (6.6 FT) W FROM
 OH0562'THE W EDGE OF A DRAINAGE DITCH, 0.7 METERS (2.3 FT) NNE FROM A METAL
 OH0562'WITNESS POST.
 OH0562' 
 OH0562'REFERENCE MARK NO 2, IS A STANDARD USCGS DISK STAMPED---IDA 80-20 NO 2
 OH0562'1959---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN
 OH0562'DIAMETER, RECESSED, 10 CM BELOW THE GROUND.  THE STATION IS LOCATED
 OH0562'53.0 METERS (173.9 FT) S FROM A FARM ROAD, 25.8 METERS (84.6 FT) N
 OH0562'FROM A METAL WITNESS POST, 6.1 METERS (20.0 FT) E FROM THE CENTERLINE
 OH0562'OF ROAD, 1.5 METERS (4.9 FT) W FROM THE W EDGE OF AN IRRIGATION DITCH,
 OH0562'AND 0.2 METERS (0.7 FT) HIGHER THAN THE STATION.
 OH0562' 
 OH0562'REFERENCE MARK NO 3, IS A STANDARD USCGS DISK STAMPED---IDA 80-20 1959
 OH0562'NO 3 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN
 OH0562'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 33.0 METERS
 OH0562'(108.3 FT) N FROM A POWER POLE LEADING TO MOBILE HOME, 24.5 METERS
 OH0562'(80.4 FT) S FROM A METAL WITNESS POST, 6.5 METERS (21.3 FT) E FROM THE
 OH0562'CENTERLINE OF ROAD, 1.6 METERS (5.2 FT) W FROM THE W EDGE OF AN
 OH0562'IRRIGATION DITCH, AND 0.2 METERS (0.7 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0561 ***********************************************************************
 OH0561  DESIGNATION -  IDA 80 20 RM 2
 OH0561  PID         -  OH0561
 OH0561  STATE/COUNTY-  ID/CANYON
 OH0561  USGS QUAD   -  NAMPA (1971)
 OH0561
 OH0561                         *CURRENT SURVEY CONTROL
 OH0561  ___________________________________________________________________
 OH0561* NAD 83(1986)-  43 36 54.     (N)    116 35 35.     (W)     SCALED    
 OH0561* NAVD 88     -       749.213  (meters)    2458.04   (feet)  ADJUSTED  
 OH0561  ___________________________________________________________________
 OH0561  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 OH0561  DYNAMIC HT  -         748.957 (meters)    2457.20  (feet)  COMP
 OH0561  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 OH0561
 OH0561  VERT ORDER  -  SECOND    CLASS 0
 OH0561
 OH0561.The horizontal coordinates were scaled from a topographic map and have
 OH0561.an estimated accuracy of +/- 6 seconds.
 OH0561
 OH0561.The orthometric height was determined by differential leveling
 OH0561.and adjusted by the National Geodetic Survey in June 1991..
 OH0561
 OH0561.The geoid height was determined by GEOID03.
 OH0561
 OH0561.The dynamic height is computed by dividing the NAVD 88
 OH0561.geopotential number by the normal gravity value computed on the
 OH0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0561.degrees latitude (g = 980.6199 gals.).
 OH0561
 OH0561.The modeled gravity was interpolated from observed gravity values.
 OH0561
 OH0561;                    North         East    Units  Estimated Accuracy
 OH0561;SPC ID W     -   216,760.      731,950.      MT  (+/- 180 meters Scaled)
 OH0561
 OH0561                          SUPERSEDED SURVEY CONTROL
 OH0561
 OH0561  NGVD 29 (??/??/92)  748.276  (m)         2454.97   (f) ADJ UNCH    2 0
 OH0561
 OH0561.Superseded values are not recommended for survey control.
 OH0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0561.See file dsdata.txt to determine how the superseded data were derived.
 OH0561
 OH0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ328291(NAD 83)
 OH0561_MARKER: DR = REFERENCE MARK DISK
 OH0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0561_STAMPING: IDA 80-20 NO 2 1959
 OH0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0561+STABILITY: SURFACE MOTION
 OH0561
 OH0561  HISTORY     - Date     Condition        Report By
 OH0561  HISTORY     - 1959     MONUMENTED       CGS
 OH0561
 OH0561                          STATION DESCRIPTION
 OH0561
 OH0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0561'1.7 MI NW FROM NAMPA.
 OH0561'1.0 MILE WEST ALONG THE PAVED ROAD FROM THE SOUTH ENTRANCE TO THE
 OH0561'AMALGAMATED SUGAR CO. FACTORY AT NAMPA, THENCE 0.7 MILE NORTH ON PAVED
 OH0561'ROAD, 82.44 FEET NORTH OF THE STATION MARK, 22.0 FEET EAST OF THE
 OH0561'CENTERLINE OF THE ROAD, 2.0 FEET WEST OF A FENCE LINE, SET IN A
 OH0561'CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1494 ***********************************************************************
 OH1494  DESIGNATION -  IDA 80 20 RM 3
 OH1494  PID         -  OH1494
 OH1494  STATE/COUNTY-  ID/CANYON
 OH1494  USGS QUAD   -  NAMPA (1971)
 OH1494
 OH1494                         *CURRENT SURVEY CONTROL
 OH1494  ___________________________________________________________________
 OH1494* NAD 83(1986)-  43 36 55.     (N)    116 35 25.     (W)     SCALED    
 OH1494* NAVD 88     -       749.37   (meters)    2458.6    (feet)  RESET     
 OH1494  ___________________________________________________________________
 OH1494  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 OH1494
 OH1494  VERT ORDER  -  THIRD
 OH1494
 OH1494.The horizontal coordinates were scaled from a topographic map and have
 OH1494.an estimated accuracy of +/- 6 seconds.
 OH1494
 OH1494.The orthometric height was computed from unverified reset data.
 OH1494.No vertical observational check was made to the station.
 OH1494
 OH1494.The geoid height was determined by GEOID03.
 OH1494
 OH1494;                    North         East    Units  Estimated Accuracy
 OH1494;SPC ID W     -   216,790.      732,180.      MT  (+/- 180 meters Scaled)
 OH1494
 OH1494                          SUPERSEDED SURVEY CONTROL
 OH1494
 OH1494  NGVD 29 (03/27/06)  748.43   (m)         2455.5    (f) RESET       3  
 OH1494
 OH1494.Superseded values are not recommended for survey control.
 OH1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1494.See file dsdata.txt to determine how the superseded data were derived.
 OH1494
 OH1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ330292(NAD 83)
 OH1494_MARKER: DR = REFERENCE MARK DISK
 OH1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1494_SP_SET: CONCRETE POST
 OH1494_STAMPING: IDA 80-20 1959 NO 3 1981
 OH1494_MARK LOGO: NGS   
 OH1494_PROJECTION: FLUSH
 OH1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1494+STABILITY: SURFACE MOTION
 OH1494
 OH1494  HISTORY     - Date     Condition        Report By
 OH1494  HISTORY     - 1981     MONUMENTED       NGS
 OH1494
 OH1494                          STATION DESCRIPTION
 OH1494
 OH1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 OH1494'2.5 KM (1.55 MI) NW FROM NAMPA.
 OH1494'FROM THE SOUTH ENTRANCE TO THE SUGAR FACTORY IN NAMPA BY GOING WEST
 OH1494'FOR 1.1 KM (0.70 MI) TO A ROAD RIGHT, TURN RIGHT AND GO 1.4 KM
 OH1494'(0.85 MI) TO THE MARK ON THE RIGHT, 33.0 M (108.3 FT) NORTH FROM A
 OH1494'POWERPOLE LEADING TO A MOBILE HOME, 24.5 METERS SOUTH FROM A METAL
 OH1494'WITNESS POST, 6.5 M (21.3 FT) EAST FROM THE CENTERLINE OF THE ROAD,
 OH1494'AND 1.6 M (5.2 FT) WEST FROM THE WEST EDGE OF AN IRRIGATION DITCH.
 OH1494'THE MARK IS 0.5 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0564 ***********************************************************************
 OH0564  DESIGNATION -  IDA 80 21
 OH0564  PID         -  OH0564
 OH0564  STATE/COUNTY-  ID/CANYON
 OH0564  USGS QUAD   -  NAMPA (1971)
 OH0564
 OH0564                         *CURRENT SURVEY CONTROL
 OH0564  ___________________________________________________________________
 OH0564* NAD 83(1992)-  43 36 07.03139(N)    116 34 30.83496(W)     ADJUSTED  
 OH0564* NAVD 88     -       755.413  (meters)    2478.38   (feet)  ADJUSTED  
 OH0564  ___________________________________________________________________
 OH0564  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 OH0564  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 OH0564  DYNAMIC HT  -         755.154 (meters)    2477.53  (feet)  COMP
 OH0564  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 OH0564
 OH0564  HORZ ORDER  -  THIRD
 OH0564  VERT ORDER  -  SECOND    CLASS 0
 OH0564
 OH0564.The horizontal coordinates were established by classical geodetic methods
 OH0564.and adjusted by the National Geodetic Survey in July 1992..
 OH0564
 OH0564.The orthometric height was determined by differential leveling
 OH0564.and adjusted by the National Geodetic Survey in June 1991..
 OH0564
 OH0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0564
 OH0564.The geoid height was determined by GEOID03.
 OH0564
 OH0564.The dynamic height is computed by dividing the NAVD 88
 OH0564.geopotential number by the normal gravity value computed on the
 OH0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0564.degrees latitude (g = 980.6199 gals.).
 OH0564
 OH0564.The modeled gravity was interpolated from observed gravity values.
 OH0564
 OH0564;                    North         East     Units Scale Factor Converg.
 OH0564;SPC ID W     -   215,299.082   733,374.717   MT  0.99998791   -0 34 08.9
 OH0564;UTM  11      - 4,827,751.840   534,282.268   MT  0.99961446   +0 17 34.6
 OH0564
 OH0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0564!SPC ID W     -   0.99988427  x   0.99998791  =   0.99987218
 OH0564!UTM  11      -   0.99988427  x   0.99961446  =   0.99949878
 OH0564
 OH0564:                Primary Azimuth Mark                     Grid Az
 OH0564:SPC ID W     -  NAMPA AMALGAMATED SUGAR SW TK            012 41 24.3
 OH0564:UTM  11      -  NAMPA AMALGAMATED SUGAR SW TK            011 49 40.8
 OH0564
 OH0564|---------------------------------------------------------------------|
 OH0564| PID    Reference Object                     Distance      Geod. Az  |
 OH0564|                                                           dddmmss.s |
 OH0564| OH1384 NAMPA AMALGAMATED SUGAR SW TK       446.825 METERS 0120715.4 |
 OH0564| OH0566 IDA 80 21 RM 1                       24.186 METERS 13136     |
 OH0564| OH0565 IDA 80 21 RM 2                       22.741 METERS 30748     |
 OH0564|---------------------------------------------------------------------|
 OH0564
 OH0564                          SUPERSEDED SURVEY CONTROL
 OH0564
 OH0564  NAD 83(1991)-  43 36 07.03128(N)    116 34 30.83274(W) AD(       ) 3
 OH0564  NAD 83(1986)-  43 36 07.03139(N)    116 34 30.83265(W) AD(       ) 3
 OH0564  NAD 27      -  43 36 07.45195(N)    116 34 27.35796(W) AD(       ) 3
 OH0564  NGVD 29 (??/??/92)  754.477  (m)         2475.31   (f) ADJ UNCH    2 0
 OH0564
 OH0564.Superseded values are not recommended for survey control.
 OH0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0564.See file dsdata.txt to determine how the superseded data were derived.
 OH0564
 OH0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ3428227752(NAD 83)
 OH0564_MARKER: DE = TRAVERSE STATION DISK
 OH0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0564_STAMPING: IDA 80-21 1959
 OH0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0564+STABILITY: SURFACE MOTION
 OH0564
 OH0564  HISTORY     - Date     Condition        Report By
 OH0564  HISTORY     - 1959     MONUMENTED       CGS
 OH0564  HISTORY     - 1959     GOOD             CGS
 OH0564  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 OH0564
 OH0564                          STATION DESCRIPTION
 OH0564
 OH0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0564'THE STATION IS ON THE NORTHEAST BANK OF AN IRRIGATION CANAL
 OH0564'0.2 MILE SOUTH OF THE SOUTH ENTRANCE OF THE AMALGAMATED SUGAR
 OH0564'COMPANY FACTORY.
 OH0564'
 OH0564'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0564'POST FLUSH WITH THE SURROUNDING SURFACE AND STAMPED IDA 80-21
 OH0564'1959.  IT IS 10 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 OH0564'IRRIGATION CANAL AT THE SOUTHWEST END OF A CULTIVATED FIELD.
 OH0564'
 OH0564'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0564'POST PROJECTING 3 INCHES AND STAMPED IDA 80-21 NO 1 1959.
 OH0564'IT IS 6 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE IRRIGATION
 OH0564'CANAL.
 OH0564'
 OH0564'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0564'POST PROJECTING 4 INCHES AND STAMPED IDA 80-21 NO 2 1959.
 OH0564'IT IS 6 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE IRRIGATION
 OH0564'CANAL.
 OH0564'
 OH0564'A 2-WHEEL DRIVE STATION.
 OH0564
 OH0564                          STATION RECOVERY (1959)
 OH0564
 OH0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0564'0.2 MI S FROM NAMPA.
 OH0564'0.2 MILE SOUTH OF THE SOUTH ENTRANCE OF THE AMALGAMATED SUGAR CO.
 OH0564'FACTORY AT NAMPA, ON THE NORTHEAST BANK OF A CANAL, 79.35 FEET
 OH0564'NORTHWEST OF R.M. 1, 74.61 FEET SOUTHEAST OF R.M. 2, SET IN A SQUARE
 OH0564'CONCRETE POST FLUSH WITH THE GROUND.
 OH0564
 OH0564                          STATION RECOVERY (1976)
 OH0564
 OH0564'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH0564'IDA 80-21 1959.
 OH0564'
 OH0564'IDA 80-21 NO 1 1959.
 OH0564'
 OH0564'IDA 80-21 NO 2 1959.
 OH0564'
 OH0564'NONE OF THE MARKS COULD BE FOUND.  A PRIMITIVE SINGLE-TRACK ROAD HAS
 OH0564'BEEN CONSTRUCTED ALONG THE NE BANK OF THE CANAL.  IT IS LIKELY THAT
 OH0564'THE MARKS STILL EXIST BUT HAVE BEEN COVERED BY PERHAPS 1 FOOT OF
 OH0564'FILL.  THE DESCRIPTION OF THE STATION IS NOT EXPLICIT ENOUGH TO
 OH0564'LOCATE THE MARKS EXCEPT BY INTERSECTION FROM NEARBY STATIONS OR
 OH0564'MAYBE BY USE OF A METAL DETECTOR.
 OH0564'
 OH0564'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-3/4 MILES (AIRLINE)
 OH0564'NNW OF POST OFFICE IN NAMPA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0566 ***********************************************************************
 OH0566  DESIGNATION -  IDA 80 21 RM 1
 OH0566  PID         -  OH0566
 OH0566  STATE/COUNTY-  ID/CANYON
 OH0566  USGS QUAD   -  NAMPA (1971)
 OH0566
 OH0566                         *CURRENT SURVEY CONTROL
 OH0566  ___________________________________________________________________
 OH0566* NAD 83(1986)-  43 36 07.     (N)    116 34 25.     (W)     SCALED    
 OH0566* NAVD 88     -       755.581  (meters)    2478.94   (feet)  ADJUSTED  
 OH0566  ___________________________________________________________________
 OH0566  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 OH0566  DYNAMIC HT  -         755.321 (meters)    2478.08  (feet)  COMP
 OH0566  MODELED GRAV-     980,251.1   (mgal)                       NAVD 88
 OH0566
 OH0566  VERT ORDER  -  SECOND    CLASS 0
 OH0566
 OH0566.The horizontal coordinates were scaled from a topographic map and have
 OH0566.an estimated accuracy of +/- 6 seconds.
 OH0566
 OH0566.The orthometric height was determined by differential leveling
 OH0566.and adjusted by the National Geodetic Survey in June 1991..
 OH0566
 OH0566.The geoid height was determined by GEOID03.
 OH0566
 OH0566.The dynamic height is computed by dividing the NAVD 88
 OH0566.geopotential number by the normal gravity value computed on the
 OH0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0566.degrees latitude (g = 980.6199 gals.).
 OH0566
 OH0566.The modeled gravity was interpolated from observed gravity values.
 OH0566
 OH0566;                    North         East    Units  Estimated Accuracy
 OH0566;SPC ID W     -   215,300.      733,510.      MT  (+/- 180 meters Scaled)
 OH0566
 OH0566                          SUPERSEDED SURVEY CONTROL
 OH0566
 OH0566  NGVD 29 (??/??/92)  754.645  (m)         2475.86   (f) ADJ UNCH    2 0
 OH0566
 OH0566.Superseded values are not recommended for survey control.
 OH0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0566.See file dsdata.txt to determine how the superseded data were derived.
 OH0566
 OH0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ344277(NAD 83)
 OH0566_MARKER: DR = REFERENCE MARK DISK
 OH0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0566_STAMPING: IDA 80-21 NO 1 1959
 OH0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0566+STABILITY: SURFACE MOTION
 OH0566
 OH0566  HISTORY     - Date     Condition        Report By
 OH0566  HISTORY     - 1959     MONUMENTED       CGS
 OH0566
 OH0566                          STATION DESCRIPTION
 OH0566
 OH0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0566'0.2 MI S FROM NAMPA.
 OH0566'0.2 MILE SOUTH OF THE SOUTH ENTRANCE OF THE AMALGAMATED SUGAR CO.
 OH0566'FACTORY AT NAMPA, ON THE NORTHEAST BANK OF A CANAL, 79.35 FEET
 OH0566'SOUTHEAST OF THE STATION MARK, SET IN A SQUARE CONCRETE POST
 OH0566'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0565 ***********************************************************************
 OH0565  DESIGNATION -  IDA 80 21 RM 2
 OH0565  PID         -  OH0565
 OH0565  STATE/COUNTY-  ID/CANYON
 OH0565  USGS QUAD   -  NAMPA (1971)
 OH0565
 OH0565                         *CURRENT SURVEY CONTROL
 OH0565  ___________________________________________________________________
 OH0565* NAD 83(1986)-  43 36 07.     (N)    116 34 25.     (W)     SCALED    
 OH0565* NAVD 88     -       755.423  (meters)    2478.42   (feet)  ADJUSTED  
 OH0565  ___________________________________________________________________
 OH0565  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 OH0565  DYNAMIC HT  -         755.164 (meters)    2477.57  (feet)  COMP
 OH0565  MODELED GRAV-     980,251.1   (mgal)                       NAVD 88
 OH0565
 OH0565  VERT ORDER  -  SECOND    CLASS 0
 OH0565
 OH0565.The horizontal coordinates were scaled from a topographic map and have
 OH0565.an estimated accuracy of +/- 6 seconds.
 OH0565
 OH0565.The orthometric height was determined by differential leveling
 OH0565.and adjusted by the National Geodetic Survey in June 1991..
 OH0565
 OH0565.The geoid height was determined by GEOID03.
 OH0565
 OH0565.The dynamic height is computed by dividing the NAVD 88
 OH0565.geopotential number by the normal gravity value computed on the
 OH0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0565.degrees latitude (g = 980.6199 gals.).
 OH0565
 OH0565.The modeled gravity was interpolated from observed gravity values.
 OH0565
 OH0565;                    North         East    Units  Estimated Accuracy
 OH0565;SPC ID W     -   215,300.      733,510.      MT  (+/- 180 meters Scaled)
 OH0565
 OH0565                          SUPERSEDED SURVEY CONTROL
 OH0565
 OH0565  NGVD 29 (??/??/92)  754.488  (m)         2475.35   (f) ADJ UNCH    2 0
 OH0565
 OH0565.Superseded values are not recommended for survey control.
 OH0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0565.See file dsdata.txt to determine how the superseded data were derived.
 OH0565
 OH0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ344277(NAD 83)
 OH0565_MARKER: DR = REFERENCE MARK DISK
 OH0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0565_STAMPING: IDA 80-21 NO 2 1959
 OH0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0565+STABILITY: SURFACE MOTION
 OH0565
 OH0565  HISTORY     - Date     Condition        Report By
 OH0565  HISTORY     - 1959     MONUMENTED       CGS
 OH0565
 OH0565                          STATION DESCRIPTION
 OH0565
 OH0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0565'0.2 MI S FROM NAMPA.
 OH0565'0.2 MILE SOUTH OF THE SOUTH ENTRANCE OF THE AMALGAMATED SUGAR CO.
 OH0565'FACTORY AT NAMPA, ON THE NORTHEAST BANK OF A CANAL, 74.61 FEET
 OH0565'NORTHWEST OF THE STATION MARK, SET IN A SQUARE CONCRETE POST
 OH0565'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0067 ***********************************************************************
 OH0067  DESIGNATION -  IDA 80 23
 OH0067  PID         -  OH0067
 OH0067  STATE/COUNTY-  ID/CANYON
 OH0067  USGS QUAD   -  MERIDIAN (1971)
 OH0067
 OH0067                         *CURRENT SURVEY CONTROL
 OH0067  ___________________________________________________________________
 OH0067* NAD 83(1992)-  43 35 58.79417(N)    116 29 36.54710(W)     ADJUSTED  
 OH0067* NAVD 88     -       770.152  (meters)    2526.74   (feet)  ADJUSTED  
 OH0067  ___________________________________________________________________
 OH0067  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 OH0067  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 OH0067  DYNAMIC HT  -         769.886 (meters)    2525.87  (feet)  COMP
 OH0067  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 OH0067
 OH0067  HORZ ORDER  -  SECOND
 OH0067  VERT ORDER  -  SECOND    CLASS 0
 OH0067
 OH0067.The horizontal coordinates were established by classical geodetic methods
 OH0067.and adjusted by the National Geodetic Survey in July 1992..
 OH0067
 OH0067.The orthometric height was determined by differential leveling
 OH0067.and adjusted by the National Geodetic Survey in June 1991..
 OH0067
 OH0067.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0067
 OH0067.The geoid height was determined by GEOID03.
 OH0067
 OH0067.The dynamic height is computed by dividing the NAVD 88
 OH0067.geopotential number by the normal gravity value computed on the
 OH0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0067.degrees latitude (g = 980.6199 gals.).
 OH0067
 OH0067.The modeled gravity was interpolated from observed gravity values.
 OH0067
 OH0067;                    North         East     Units Scale Factor Converg.
 OH0067;SPC ID W     -   214,982.565   739,972.294   MT  0.99997764   -0 30 45.8
 OH0067;UTM  11      - 4,827,534.700   540,881.449   MT  0.99962056   +0 20 57.5
 OH0067
 OH0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0067!SPC ID W     -   0.99988194  x   0.99997764  =   0.99985958
 OH0067!UTM  11      -   0.99988194  x   0.99962056  =   0.99950254
 OH0067
 OH0067|---------------------------------------------------------------------|
 OH0067| PID    Reference Object                     Distance      Geod. Az  |
 OH0067|                                                           dddmmss.s |
 OH0067| OH0068 IDA 80 23 RM 1                       25.671 METERS 17343     |
 OH0067| OH0069 IDA 80 23 RM 2                       18.690 METERS 24150     |
 OH0067| OH0066 IDA 80 23 AZ MK                                    3590449.2 |
 OH0067|---------------------------------------------------------------------|
 OH0067
 OH0067                          SUPERSEDED SURVEY CONTROL
 OH0067
 OH0067  NAD 83(1986)-  43 35 58.79430(N)    116 29 36.54472(W) AD(       ) 2
 OH0067  NAD 27      -  43 35 59.20980(N)    116 29 33.08323(W) AD(       ) 2
 OH0067  NGVD 29 (??/??/92)  769.217  (m)         2523.67   (f) ADJ UNCH    2 0
 OH0067
 OH0067.Superseded values are not recommended for survey control.
 OH0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0067.See file dsdata.txt to determine how the superseded data were derived.
 OH0067
 OH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4088127535(NAD 83)
 OH0067_MARKER: DE = TRAVERSE STATION DISK
 OH0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0067_STAMPING: IDA 80-23 1959
 OH0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0067+STABILITY: SURFACE MOTION
 OH0067
 OH0067  HISTORY     - Date     Condition        Report By
 OH0067  HISTORY     - 1959     MONUMENTED       CGS
 OH0067  HISTORY     - 1959     GOOD             CGS
 OH0067  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OH0067  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0067
 OH0067                          STATION DESCRIPTION
 OH0067
 OH0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0067'THE STATION IS 5 MILES WEST AND 0.35 MILE SOUTH OF THE INTERSECTION
 OH0067'OF U.S. HIGHWAY 30 AND STATE ROUTE 69 AT THE SOUTH EDGE OF
 OH0067'MERIDIAN, ON THE LEFT, EAST, SIDE OF A PAVED ROAD (ROBINSON
 OH0067'BLVD.).
 OH0067'
 OH0067'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN A CONCRETE
 OH0067'POST PROJECTING 8 INCHES AND STAMPED IDA 80-23 1959.  IT IS
 OH0067'21 FEET EAST OF PAVED ROAD CENTER LINE, 5 FEET SOUTH OF METAL
 OH0067'WITNESS POST WITH SIGN ATTACHED AND 5 FEET SOUTH OF AND 1 FOOT
 OH0067'WEST OF THE CORNER POST OF THE RIGHT OF WAY FENCE LINE.
 OH0067'
 OH0067'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0067'POST PROJECTING 3 INCHES AND STAMPED IDA 80-23 NO 1 1959.  IT
 OH0067'IS 27 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD AND 2
 OH0067'FEET WEST OF THE RIGHT OF WAY FENCE LINE.
 OH0067'
 OH0067'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0067'POST PROJECTING 2 INCHES AND STAMPED IDA 80-23 NO 2 1959.
 OH0067'IT IS 34 FEET WEST OF THE CENTER LINE OF THE PAVED ROAD
 OH0067'AND 6.6 NORTH OF THE NORTH EAST CORNER OF A SMALL BUILDING.
 OH0067'
 OH0067'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 OH0067'THE WEST HEAD WALL OF A CONCRETE CULVERT AT THE INTERSECTION
 OH0067'OF U.S. HIGHWAY 30 AND THE PAVED ROAD 0.35 MILE NORTH OF
 OH0067'THE STATION.  IT IS IN THE NORTHWEST CORNER OF THE INTERSECTION
 OH0067'37 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 30 AND 16 FEET
 OH0067'WEST OF THE CENTER LINE OF THE PAVED ROAD (ROBINSON BLVD.).  IT
 OH0067'IS STAMPED IDA 80-23 1959.
 OH0067'
 OH0067'A 2-WHEEL DRIVE STATION.
 OH0067
 OH0067                          STATION RECOVERY (1959)
 OH0067
 OH0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0067'5.35 MI W FROM MERIDIAN.
 OH0067'5.0 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S. HIGHWAY
 OH0067'30 AND STATE HIGHWAY 69 AT MERIDIAN TO ROBINSON BLVD., THENCE SOUTH
 OH0067'0.35 MILE, 18.0 FEET EAST OF THE CENTERLINE OF PAVED ROAD, 84.22 FEET
 OH0067'NORTH OF R.M. 1, 61.32 FEET NORTHEAST OF R.M. 2, 5.0 FEET SOUTH OF A
 OH0067'FENCE CORNER, 5.0 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN,
 OH0067'SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES.
 OH0067
 OH0067                          STATION RECOVERY (1965)
 OH0067
 OH0067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 OH0067'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 408.
 OH0067'
 OH0067'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 OH0067'HAVE BEEN DESTROYED WHEN A FILL WAS MADE FOR A NEW OVERPASS.
 OH0067'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 OH0067
 OH0067                          STATION RECOVERY (1983)
 OH0067
 OH0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0066 ***********************************************************************
 OH0066  DESIGNATION -  IDA 80 23 AZ MK
 OH0066  PID         -  OH0066
 OH0066  STATE/COUNTY-  ID/CANYON
 OH0066  USGS QUAD   -  MERIDIAN (1971)
 OH0066
 OH0066                         *CURRENT SURVEY CONTROL
 OH0066  ___________________________________________________________________
 OH0066* NAD 83(1986)-  43 36 19.     (N)    116 29 37.     (W)     SCALED    
 OH0066* NAVD 88     -       768.584  (meters)    2521.60   (feet)  ADJUSTED  
 OH0066  ___________________________________________________________________
 OH0066  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 OH0066  DYNAMIC HT  -         768.320 (meters)    2520.73  (feet)  COMP
 OH0066  MODELED GRAV-     980,250.3   (mgal)                       NAVD 88
 OH0066
 OH0066  VERT ORDER  -  FIRST     CLASS II
 OH0066
 OH0066.The horizontal coordinates were scaled from a topographic map and have
 OH0066.an estimated accuracy of +/- 6 seconds.
 OH0066
 OH0066.The orthometric height was determined by differential leveling
 OH0066.and adjusted by the National Geodetic Survey in June 1991..
 OH0066
 OH0066.The geoid height was determined by GEOID03.
 OH0066
 OH0066.The dynamic height is computed by dividing the NAVD 88
 OH0066.geopotential number by the normal gravity value computed on the
 OH0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0066.degrees latitude (g = 980.6199 gals.).
 OH0066
 OH0066.The modeled gravity was interpolated from observed gravity values.
 OH0066
 OH0066;                    North         East    Units  Estimated Accuracy
 OH0066;SPC ID W     -   215,610.      739,970.      MT  (+/- 180 meters Scaled)
 OH0066
 OH0066                          SUPERSEDED SURVEY CONTROL
 OH0066
 OH0066  NGVD 29 (??/??/92)  767.650  (m)         2518.53   (f) ADJ UNCH    1 2
 OH0066
 OH0066.Superseded values are not recommended for survey control.
 OH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0066.See file dsdata.txt to determine how the superseded data were derived.
 OH0066
 OH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ408281(NAD 83)
 OH0066_MARKER: DZ = AZIMUTH MARK DISK
 OH0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0066_SP_SET: CULVERT
 OH0066_STAMPING: IDA 80-23 1959
 OH0066_MARK LOGO: CGS   
 OH0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0066
 OH0066  HISTORY     - Date     Condition        Report By
 OH0066  HISTORY     - 1959     MONUMENTED       CGS
 OH0066  HISTORY     - 1977     GOOD             NGS
 OH0066  HISTORY     - 1983     GOOD             NGS
 OH0066
 OH0066                          STATION DESCRIPTION
 OH0066
 OH0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0066'5.0 MI W FROM MERIDIAN.
 OH0066'5.0 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S. HIGHWAY
 OH0066'30 AND STATE HIGHWAY 69 AT MERIDIAN TO ROBINSON BLVD. 25.0 FEET NORTH
 OH0066'OF THE CENTERLINE OF THE HIGHWAY, 15.0 FEET WEST OF THE CENTERLINE OF
 OH0066'A NORTH-SOUTH PAVED ROAD, 8.0 FEET NORTHEAST OF POWER POLE NO. 259,
 OH0066'5.0 FEET SOUTHEAST OF A STOP SIGN, SET IN A DRILL HOLE IN THE NORTH
 OH0066'END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 OH0066
 OH0066                          STATION RECOVERY (1977)
 OH0066
 OH0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OH0066'REACHED FROM THE NAMPA POST OFFICE GO NORTHEAST ON US HIGHWAY 30 FOR
 OH0066'2.9 MILES TO WHERE THE HIGHWAY CURVES, AND JOINS THE FREEWAY,
 OH0066'CONTINUE NORTH ON THE MACADAM ROAD FOR 0.25 MILE TO THE EAST ENTRANCE
 OH0066'TO THE STATE SCHOOL AND HOSPITAL ON THE LEFT. CONTINUE NORTH, AND
 OH0066'EAST ON THE MAIN ROAD FOR 1.25 MILES TO THE JUNCTION WITH ROBINSON
 OH0066'ROAD, AT A CROSSROAD, AND THE MARK ON THE LEFT, 37.5 FEET NORTH OF
 OH0066'THE CENTER OF FRANKLIN ROAD, 15 FEET WEST OF THE CENTER OF ROBINSON
 OH0066'ROAD, 13 FEET EAST OF AN IRRIGATION DITCH, 10 FEET EAST-NORTHEAST OF
 OH0066'A FENCE CORNER, AND 8 FEET NORTHEAST OF POWER POLE NO. 259.
 OH0066
 OH0066                          STATION RECOVERY (1983)
 OH0066
 OH0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0066'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.1 KM
 OH0066'(4.4 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN NAMPA,
 OH0066'IN TOP OF THE WEST CURB OF STAR HIGHWAY IN THE NORTHWEST CORNER OF THE
 OH0066'INTERSECTION, 12.0 METERS (39 FT) NORTH OF THE HIGHWAY CENTERLINE,
 OH0066'4.0 METERS (13 FT) WEST OF THE CENTER OF STAR HIGHWAY, 5.0 METERS
 OH0066'(16 FT) EAST OF A CANAL HEADWALL, 3.0 METERS (10 FT) NORTHEAST OF
 OH0066'POWER POLE 259.
 OH0066'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0068 ***********************************************************************
 OH0068  DESIGNATION -  IDA 80 23 RM 1
 OH0068  PID         -  OH0068
 OH0068  STATE/COUNTY-  ID/CANYON
 OH0068  USGS QUAD   -  MERIDIAN (1971)
 OH0068
 OH0068                         *CURRENT SURVEY CONTROL
 OH0068  ___________________________________________________________________
 OH0068* NAD 83(1986)-  43 36 00.     (N)    116 29 36.     (W)     SCALED    
 OH0068* NAVD 88     -       770.299  (meters)    2527.22   (feet)  ADJUSTED  
 OH0068  ___________________________________________________________________
 OH0068  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 OH0068  DYNAMIC HT  -         770.033 (meters)    2526.35  (feet)  COMP
 OH0068  MODELED GRAV-     980,248.7   (mgal)                       NAVD 88
 OH0068
 OH0068  VERT ORDER  -  SECOND    CLASS 0
 OH0068
 OH0068.The horizontal coordinates were scaled from a topographic map and have
 OH0068.an estimated accuracy of +/- 6 seconds.
 OH0068
 OH0068.The orthometric height was determined by differential leveling
 OH0068.and adjusted by the National Geodetic Survey in June 1991..
 OH0068
 OH0068.The geoid height was determined by GEOID03.
 OH0068
 OH0068.The dynamic height is computed by dividing the NAVD 88
 OH0068.geopotential number by the normal gravity value computed on the
 OH0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0068.degrees latitude (g = 980.6199 gals.).
 OH0068
 OH0068.The modeled gravity was interpolated from observed gravity values.
 OH0068
 OH0068;                    North         East    Units  Estimated Accuracy
 OH0068;SPC ID W     -   215,020.      739,990.      MT  (+/- 180 meters Scaled)
 OH0068
 OH0068                          SUPERSEDED SURVEY CONTROL
 OH0068
 OH0068  NGVD 29 (??/??/92)  769.364  (m)         2524.16   (f) ADJ UNCH    2 0
 OH0068
 OH0068.Superseded values are not recommended for survey control.
 OH0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0068.See file dsdata.txt to determine how the superseded data were derived.
 OH0068
 OH0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ408275(NAD 83)
 OH0068_MARKER: DR = REFERENCE MARK DISK
 OH0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0068_STAMPING: IDA 80-23 NO 1 1959
 OH0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0068+STABILITY: SURFACE MOTION
 OH0068
 OH0068  HISTORY     - Date     Condition        Report By
 OH0068  HISTORY     - 1959     MONUMENTED       CGS
 OH0068  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0068
 OH0068                          STATION DESCRIPTION
 OH0068
 OH0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0068'5.35 MI W FROM MERIDIAN.
 OH0068'5.0 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S. HIGHWAY
 OH0068'30 AND STATE HIGHWAY 69 AT MERIDIAN TO ROBINSON BLVD., THENCE 0.35
 OH0068'MILE SOUTH, 84.22 FEET SOUTH OF THE STATION MARK, SET IN A SQUARE
 OH0068'CONCRETE POST PROJECTING 2 INCHES.
 OH0068
 OH0068                          STATION RECOVERY (1983)
 OH0068
 OH0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0069 ***********************************************************************
 OH0069  DESIGNATION -  IDA 80 23 RM 2
 OH0069  PID         -  OH0069
 OH0069  STATE/COUNTY-  ID/CANYON
 OH0069  USGS QUAD   -  MERIDIAN (1971)
 OH0069
 OH0069                         *CURRENT SURVEY CONTROL
 OH0069  ___________________________________________________________________
 OH0069* NAD 83(1986)-  43 35 59.     (N)    116 29 36.     (W)     SCALED    
 OH0069* NAVD 88     -       770.276  (meters)    2527.15   (feet)  ADJUSTED  
 OH0069  ___________________________________________________________________
 OH0069  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 OH0069  DYNAMIC HT  -         770.010 (meters)    2526.27  (feet)  COMP
 OH0069  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 OH0069
 OH0069  VERT ORDER  -  SECOND    CLASS 0
 OH0069
 OH0069.The horizontal coordinates were scaled from a topographic map and have
 OH0069.an estimated accuracy of +/- 6 seconds.
 OH0069
 OH0069.The orthometric height was determined by differential leveling
 OH0069.and adjusted by the National Geodetic Survey in June 1991..
 OH0069
 OH0069.The geoid height was determined by GEOID03.
 OH0069
 OH0069.The dynamic height is computed by dividing the NAVD 88
 OH0069.geopotential number by the normal gravity value computed on the
 OH0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0069.degrees latitude (g = 980.6199 gals.).
 OH0069
 OH0069.The modeled gravity was interpolated from observed gravity values.
 OH0069
 OH0069;                    North         East    Units  Estimated Accuracy
 OH0069;SPC ID W     -   214,990.      739,990.      MT  (+/- 180 meters Scaled)
 OH0069
 OH0069                          SUPERSEDED SURVEY CONTROL
 OH0069
 OH0069  NGVD 29 (??/??/92)  769.340  (m)         2524.08   (f) ADJ UNCH    2 0
 OH0069
 OH0069.Superseded values are not recommended for survey control.
 OH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0069.See file dsdata.txt to determine how the superseded data were derived.
 OH0069
 OH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ408275(NAD 83)
 OH0069_MARKER: DR = REFERENCE MARK DISK
 OH0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0069_STAMPING: IDA 80-23 NO 2 1959
 OH0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0069+STABILITY: SURFACE MOTION
 OH0069
 OH0069  HISTORY     - Date     Condition        Report By
 OH0069  HISTORY     - 1959     MONUMENTED       CGS
 OH0069  HISTORY     - 1977     GOOD             NGS
 OH0069
 OH0069                          STATION DESCRIPTION
 OH0069
 OH0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0069'5.35 MI W FROM MERIDIAN.
 OH0069'5.0 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S. HIGHWAY
 OH0069'30 AND STATE HIGHWAY 69 AT MERIDIAN, THENCE 0.35 MILE SOUTH ON
 OH0069'ROBINSON BLVD., 61.32 FEET SOUTHWEST OF THE STATION MARK, SET IN A
 OH0069'SQUARE CONCRETE POST PROJECTING 2 INCHES.
 OH0069
 OH0069                          STATION RECOVERY (1977)
 OH0069
 OH0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OH0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0072 ***********************************************************************
 OH0072  DESIGNATION -  IDA 80 24
 OH0072  PID         -  OH0072
 OH0072  STATE/COUNTY-  ID/CANYON
 OH0072  USGS QUAD   -  MERIDIAN (1971)
 OH0072
 OH0072                         *CURRENT SURVEY CONTROL
 OH0072  ___________________________________________________________________
 OH0072* NAD 83(1992)-  43 35 55.08719(N)    116 28 25.22149(W)     ADJUSTED  
 OH0072* NAVD 88     -       775.797  (meters)    2545.26   (feet)  ADJUSTED  
 OH0072  ___________________________________________________________________
 OH0072  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 OH0072  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 OH0072  DYNAMIC HT  -         775.528 (meters)    2544.38  (feet)  COMP
 OH0072  MODELED GRAV-     980,247.4   (mgal)                       NAVD 88
 OH0072
 OH0072  HORZ ORDER  -  FIRST
 OH0072  VERT ORDER  -  FIRST     CLASS II
 OH0072
 OH0072.The horizontal coordinates were established by classical geodetic methods
 OH0072.and adjusted by the National Geodetic Survey in July 1992..
 OH0072
 OH0072.The orthometric height was determined by differential leveling
 OH0072.and adjusted by the National Geodetic Survey in June 1991..
 OH0072.WARNING-Repeat measurements at this control monument indicate possible
 OH0072.vertical movement.
 OH0072
 OH0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0072
 OH0072.The geoid height was determined by GEOID03.
 OH0072
 OH0072.The dynamic height is computed by dividing the NAVD 88
 OH0072.geopotential number by the normal gravity value computed on the
 OH0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0072.degrees latitude (g = 980.6199 gals.).
 OH0072
 OH0072.The modeled gravity was interpolated from observed gravity values.
 OH0072
 OH0072;                    North         East     Units Scale Factor Converg.
 OH0072;SPC ID W     -   214,854.042   741,570.942   MT  0.99997531   -0 29 56.6
 OH0072;UTM  11      - 4,827,430.280   542,481.282   MT  0.99962220   +0 21 46.7
 OH0072
 OH0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0072!SPC ID W     -   0.99988105  x   0.99997531  =   0.99985636
 OH0072!UTM  11      -   0.99988105  x   0.99962220  =   0.99950329
 OH0072
 OH0072|---------------------------------------------------------------------|
 OH0072| PID    Reference Object                     Distance      Geod. Az  |
 OH0072|                                                           dddmmss.s |
 OH0072| OH0075 IDA 80 24 RM 5                       10.544 METERS 00037     |
 OH0072| CD5326 IDA 80 24 RM 3                       10.555 METERS 00039     |
 OH0072| OH1288 IDA 80 24 AZ MK TPT                 APPROX. 0.7 KM 0011438.8 |
 OH0072| OH0070 IDA 80 24 AZ MK                     APPROX. 0.7 KM 0011439.6 |
 OH0072| OH0071 IDA 80 24 RM 1                       24.829 METERS 03321     |
 OH0072| OH0074 IDA 80 24 RM 4                       25.394 METERS 14132     |
 OH0072| OH0073 IDA 80 24 RM 2                       24.759 METERS 18042     |
 OH0072| OH1385 NAMPA IDAHO STATE SCHOOL TANK       APPROX. 4.6 KM 2760009.9 |
 OH0072|---------------------------------------------------------------------|
 OH0072
 OH0072                          SUPERSEDED SURVEY CONTROL
 OH0072
 OH0072  NAD 83(1986)-  43 35 55.08735(N)    116 28 25.21906(W) AD(       ) 1
 OH0072  NAD 27      -  43 35 55.50169(N)    116 28 21.76025(W) AD(       ) 1
 OH0072  NGVD 29 (??/??/92)  774.889  (m)         2542.28   (f) ADJ UNCH    1 2
 OH0072
 OH0072.Superseded values are not recommended for survey control.
 OH0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0072.See file dsdata.txt to determine how the superseded data were derived.
 OH0072
 OH0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4248127430(NAD 83)
 OH0072_MARKER: DE = TRAVERSE STATION DISK
 OH0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0072_STAMPING: IDA 80-24 1959
 OH0072_MARK LOGO: CGS   
 OH0072_PROJECTION: PROJECTING 10 CENTIMETERS
 OH0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0072+STABILITY: SURFACE MOTION
 OH0072
 OH0072  HISTORY     - Date     Condition        Report By
 OH0072  HISTORY     - 1959     MONUMENTED       CGS
 OH0072  HISTORY     - 1959     GOOD             CGS
 OH0072  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OH0072  HISTORY     - 1974     SEE DESCRIPTION  MCTUER
 OH0072  HISTORY     - 1977     GOOD             NGS
 OH0072  HISTORY     - 1977     GOOD             NGS
 OH0072  HISTORY     - 1979     GOOD             NGS
 OH0072  HISTORY     - 1983     GOOD             NGS
 OH0072
 OH0072                          STATION DESCRIPTION
 OH0072
 OH0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0072'THE STATION IS 4 MILES WEST AND 0.4 MILE SOUTH OF THE INTERSECTION
 OH0072'OF U.S. HIGHWAY 30 AND STATE ROUTE 69 AT THE SOUTH EDGE OF
 OH0072'MERIDIAN.  ALONG THE WEST SIDE OF THE ROAD DIVIDING ADA AND
 OH0072'CANYON COUNTIES 24 FEET WEST OF THE CENTER LINE OF A GRAVELED
 OH0072'ROAD, 4 FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH
 OH0072'SIGN ATTACHED AND 3.5 FEET EAST OF THE RIGHT OF WAY FENCE LINE.
 OH0072'
 OH0072'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0072'POST PROJECTING 6 INCHES AND STAMPED IDA 80-24 1959.
 OH0072'
 OH0072'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0072'POST PROJECTING 3 INCHES AND STAMPED IDA 80-24 NO 1 1959.  IT
 OH0072'IS 28 FEET EAST OF THE CENTER LINE OF THE ROAD AND 2 FEET
 OH0072'WEST OF THE RIGHT OF WAY FENCE LINE.
 OH0072'
 OH0072'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0072'POST PROJECTING 4 INCHES AND STAMPED IDA 80-24 NO 2 1959.
 OH0072'IT IS 27 FEET WEST OF THE CENTER LINE OF THE ROAD AND 3 FEET
 OH0072'EAST OF THE RIGHT OF WAY FENCE LINE.
 OH0072'
 OH0072'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0072'POST FLUSH WITH THE SURROUNDING SURFACE AND STAMPED IDA 80-24
 OH0072'1959.  IT IS SET AT THE SOUTHEAST CORNER OF THE INTERSECTION
 OH0072'OF U.S. HIGHWAY 30 AND THE GRAVELED ROAD, 26 FEET SOUTH OF
 OH0072'THE CENTER LINE OF U.S. HIGHWAY 30, 24 FEET EAST OF THE CENTER
 OH0072'LINE OF THE GRAVELED ROAD AND 4 FEET WEST OF A METAL WITNESS
 OH0072'POST.
 OH0072'
 OH0072'A 2-WHEEL DRIVE STATION.
 OH0072
 OH0072                          STATION RECOVERY (1959)
 OH0072
 OH0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0072'4.4 MI W FROM MERIDIAN.
 OH0072'4.0 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S. HIGHWAY
 OH0072'30 AND STATE HIGHWAY 69 AT MERIDIAN TO THE COUNTY LINE ROAD, THENCE
 OH0072'0.4 MILES SOUTH, 81.47 FEET SOUTHWEST OF R.M. 1, 81.23 FEET NORTH OF
 OH0072'R.M. 2, 24.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 5.0 FEET EAST OF
 OH0072'A FENCE LINE, 5.0 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN,
 OH0072'SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES.
 OH0072
 OH0072                          STATION RECOVERY (1965)
 OH0072
 OH0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 OH0072'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 409.
 OH0072'
 OH0072'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 OH0072'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 OH0072'AT THE REQUEST OF A PROPERTY OWNER, MR. E.L. FEWKES, REFERENCE
 OH0072'MARK NO. 2 WAS DESTROYED TO PERMIT CONSTRUCTION OF A DRIVEWAY
 OH0072'TO HIS PROPOSED NEW HOME.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 OH0072'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH0072'
 OH0072'THE STATION IS 5-1/2 MILES EAST OF NAMPA AND 4-1/2 MILES WEST
 OH0072'OF MERIDIAN ON THE WEST RIGHT-OF-WAY OF A GRAVELED ROAD FORMING
 OH0072'THE ADA-CANYON COUNTY LINE.
 OH0072'
 OH0072'TO REACH THE STATION FROM THE MERIDIAN POST OFFICE GO WEST ON
 OH0072'E. IDAHO AVE. FOR 1 BLOCK TO U.S. HIGHWAY 30, TURN LEFT AND GO
 OH0072'SOUTH AND WEST ON U.S. HIGHWAY 30 FOR 4.5 MILES TO A CROSSROAD,
 OH0072'THE COUNTY LINE AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT
 OH0072'AND GO SOUTH ON THE GRAVELED ROAD FOR 0.4 MILE TO THE STATION
 OH0072'ON THE RIGHT.
 OH0072'
 OH0072'THE STATION MARK, STAMPED IDA 80-24 1959, IS A STANDARD DISK
 OH0072'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 OH0072'INCHES.  IT IS 50 FEET NORTH OF A FENCE CORNER, 26 FEET WEST
 OH0072'OF THE CENTER OF THE GRAVELED ROAD, 4 FEET EAST OF THE NORTH END
 OH0072'OF A WIRE GATE AND 4 FEET SOUTHWEST OF A METAL WITNESS POST.
 OH0072'(NOTE 1A AND 7A)
 OH0072'
 OH0072'REFERENCE MARK NO. 1, STAMPED IDA 80-24 NO 1 1959, IS A
 OH0072'STANDARD DISK IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0072'1 INCH, 77 FEET NORTHEAST OF THE WITNESS POST, 58 FEET SOUTH
 OH0072'OF A TELEPHONE POLE, 19 FEET EAST OF THE CENTER OF THE ROAD AND 8
 OH0072'FEET WEST OF AN IRRIGATION CANAL.  (NOTE 11A)
 OH0072'
 OH0072'REFERENCE MARK NO. 3, STAMPED IDA 80-24 NO 3 1959, IS A STANDARD
 OH0072'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0072'1 INCH.  IT IS 31 FEET NORTH OF THE WITNESS POST, 26 FEET WEST
 OH0072'OF THE CENTER OF THE GRAVELED ROAD AND 3-1/2 FEET EAST OF
 OH0072'A NORTH-SOUTH FENCE LINE.  (NOTE 11A)
 OH0072'
 OH0072'THE DISTANCE BETWEEN R.M. 1 AND R.M. 3 IS 55.56 FEET.
 OH0072'
 OH0072'THE AZIMUTH MARK, STAMPED IDA 80-24 1959, IS A STANDARD DISK
 OH0072'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 OH0072'INCH.  IT IS 26 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 30,
 OH0072'23 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 4-1/2 FEET
 OH0072'NORTHEAST OF A STOP SIGN, 4 FEET WEST OF A METAL WITNESS POST
 OH0072'AND 3 FEET NORTHWEST OF A FENCE CORNER, (NOTE 16A)
 OH0072
 OH0072                          STATION RECOVERY (1974)
 OH0072
 OH0072'RECOVERY NOTE BY MCCARTER AND TULLER INCORPORATED 1974 (JK)
 OH0072'IDA 80-24 1959-RECOVERED IN GOOD CONDITION.
 OH0072'
 OH0072'IDA 80-24 NO 1 1959-CONCRETE POST WITH DISK FOUND LYING ON SIDE
 OH0072'EAST OF ROAD IN APPROXIMATELY ORIGINAL LOCATION.
 OH0072'
 OH0072'IDA 80-24 NO 3 1959-RECOVERED IN GOOD CONDITION.
 OH0072'
 OH0072'AZIMUTH MARK NOT RECOVERED AT THIS TIME.
 OH0072'
 OH0072'FENCE WEST OF ROAD NO LONGER EXISTS.
 OH0072
 OH0072                          STATION RECOVERY (1977)
 OH0072
 OH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OH0072'THE STATION MARK, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 OH0072'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND UNEARTHED.  REFERENCE
 OH0072'MARK NO. 4 WAS ESTABLISHED.  REFERENCE MARK NO. 3 HAD BEEN
 OH0072'DISTURBED, USING THE SAME MATERIAL IT WAS RE-ESTABLISHED, AND THE
 OH0072'DISK WAS RE-STAMPED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH0072'
 OH0072'THE STATION IS ON ROAD RIGHT-OF-WAY.
 OH0072'
 OH0072'TO REACH THE STATION FROM THE MERIDIAN POST OFFICE GO WEST ON E.
 OH0072'IDAHO AVENUE FOR 1 BLOCK TO U.S. HIGHWAY 30, TURN LEFT, AND GO SOUTH
 OH0072'ON U.S. HIGHWAY 30 FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT, AND GO
 OH0072'WEST ON FRANKLIN ROAD FOR 4.2 MILES TO A CROSSROAD, THE COUNTY
 OH0072'LINE, AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT, AND GO SOUTH ON
 OH0072'MCDERMOTT ROAD FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 OH0072'
 OH0072'THE STATION MARK, STAMPED IDA 80-24 1959, IS A STANDARD DISK SET IN
 OH0072'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES, 74 FEET
 OH0072'NORTH OF THE CENTER OF A DRIVEWAY, 36 FEET NORTH-NORTHEAST OF THE
 OH0072'CORNER OF AN IRRIGATION DITCH, 26 FEET WEST OF THE CENTER OF
 OH0072'MCDERMOTT ROAD, 4 FEET SOUTHWEST OF A METAL WITNESS POST, AND 1.5
 OH0072'FOOT NORTHWEST OF A POWER POLE.
 OH0072'
 OH0072'REFERENCE MARK NO. 4, STAMPED IDA 80-24 1959 NO 4 1977, IS A
 OH0072'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE CHECK GATE
 OH0072'FOR THE IRRIGATION SYSTEM, 27 FEET EAST OF THE CENTER OF MCDERMOTT
 OH0072'ROAD, AND 1 FOOT HIGHER THAN THE STATION.
 OH0072'
 OH0072'REFERENCE MARK NO. 5, STAMPED IDA 80-24 1959 NO 5 1977, IS A
 OH0072'STANDARD DISK IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0072'2-INCHES, 36 FEET NORTH OF THE POWER POLE, 26 FEET WEST OF THE
 OH0072'CENTER OF THE ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 OH0072'
 OH0072'THE AZIMUTH MARK, STAMPED IDA 80-24 1959, IS A STANDARD DISK IN A
 OH0072'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 26.5 FEET SOUTH OF
 OH0072'THE CENTER OF FRANKLIN ROAD, 24 FEET EAST OF THE CENTER OF
 OH0072'MCDERMOTT ROAD, 4 FEET NORTHEAST OF THE STOP SIGN, AND 3.5 FEET
 OH0072'WEST OF A METAL WITNESS POST.
 OH0072'
 OH0072'LINE OF SIGHT WAS NOT CLEARED TO THE AZIMUTH MARK THIS DATE.
 OH0072'
 OH0072'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 OH0072'WEST-SOUTHWEST OF MERIDIAN.
 OH0072
 OH0072                          STATION RECOVERY (1977)
 OH0072
 OH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OH0072'RECOVERED IN GOOD CONDITION.
 OH0072
 OH0072                          STATION RECOVERY (1979)
 OH0072
 OH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH0072'THE STATION MARK, REFERENCE MARKS 4 AND 5 AND THE AZIMUTH MARK
 OH0072'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO BOTH REFERENCE
 OH0072'MARKS CHECKED THE 1977 DATA.  THE DISTANCE TO REFERENCE MARK 5
 OH0072'CHECKED BUT THE DISTANCE TO REFERENCE MARK 4 WAS FOUND TO BE
 OH0072'0.014 METER LONGER THAN PREVIOUSLY MEASURED.  THE DIRECTION TO
 OH0072'THE AZIMUTH MARK CHECKED THE 1959 DATA.
 OH0072'THE STATION IS LOCATED ABOUT 5 1/2 MILES EAST OF NAMPA,
 OH0072'4 1/2
 OH0072'MILES WEST OF MERIDIAN ON HIGHWAY RIGHT-OF-WAY.  IT IS ON THE
 OH0072'ROADWAY THAT FORMS THE ADA-CANYON COUNTY LINE.  IT IS IN THE
 OH0072'NORTHWEST 1/4 OF SECTION 17, T3N, R1W.
 OH0072'
 OH0072'TO REACH THE STATION FROM THE POST OFFICE IN MERIDIAN, GO
 OH0072'WEST ON EAST IDAHO STREET FOR 0.1 MILE TO EAST FIRST STREET.  TURN
 OH0072'LEFT AND GO SOUTH ON EAST FIRST STREET FOR 0.45 MILE TO A
 OH0072'CROSSROAD.  TURN RIGHT AND GO WEST ON FRANKLIN ROAD FOR 4.2
 OH0072'MILES TO A CROSSROAD.  THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER
 OH0072'OF THIS INTERSECTION.  TURN LEFT AND GO SOUTH ON SOUTH MCDERMOTT
 OH0072'ROAD FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 OH0072'
 OH0072'THE STATION IS A STANDARD CGS DISK
 OH0072'STAMPED---IDA 80 24 1959---,
 OH0072'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0072'FLUSH WITH GROUND.  IT IS LOCATED
 OH0072'1.2 METERS SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 OH0072'8.2 METERS WEST FROM THE APPROXIMATE CENTER OF SOUTH MCDERMOTT ROAD.
 OH0072'THE UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED---IDA 80 24
 OH0072'1959 SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE
 OH0072'SURFACE.
 OH0072'
 OH0072'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK
 OH0072'STAMPED---IDA 80 24 1959 NO 4 1977---,
 OH0072'SET INTO A DRILL HOLE IN CONCRETE CHECK GATE FOR AN IRRIGATION
 OH0072'SYSTEM.
 OH0072'IT IS LOCATED
 OH0072'8.5 METERS EAST FROM THE APPROXIMATE CENTER OF SOUTH MCDERMOTT ROAD.
 OH0072'MARK IS LEVEL WITH STATION.
 OH0072'
 OH0072'REFERENCE MARK NUMBER 05 IS A STANDARD CGS DISK
 OH0072'STAMPED---IDA 80 24 1959 NO 5 1977---,
 OH0072'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0072'FLUSH WITH GROUND.  IT IS LOCATED
 OH0072'0.3 METERS SOUTH FROM A METAL WITNESS POST.
 OH0072'7.9 METERS WEST FROM APPROXIMATE CENTER OF SOUTH MCDERMOTT ROAD.
 OH0072'MARK IS LEVEL WITH STATION.
 OH0072'
 OH0072'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 OH0072'STAMPED---IDA 80 24 1959---,
 OH0072'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0072'FLUSH WITH GROUND.  IT IS LOCATED
 OH0072'0.8 METERS NORTHEAST FROM A STOP SIGN.
 OH0072'1.1 METERS WEST FROM A METAL WITNESS POST.
 OH0072'7.3 METERS EAST FROM THE CENTERLINE OF SOUTH MCDERMOTT ROAD.
 OH0072'8.1 METERS SOUTH FROM THE CENTERLINE OF FRANKLIN ROAD.
 OH0072'
 OH0072'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OH0072
 OH0072                          STATION RECOVERY (1983)
 OH0072
 OH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0072'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.7 KM
 OH0072'(5.4 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN NAMPA,
 OH0072'THENCE 0.6 KM (0.4 MI) SOUTH ALONG MCDERMOTT ROAD, AT THE EAST EDGE OF
 OH0072'A LARGE FIELD, 0.2 KM (0.1 MI) NORTH OF INTERSTATE 84, 8.4 METERS
 OH0072'(28 FT) WEST OF THE CENTER OF THE ROAD, 16.0 METERS (53 FT) NORTH OF
 OH0072'AN 18-INCH TREE IN THE NORTHEAST CORNER OF THE FIELD.
 OH0072'THE MARK IS 1.3 METERS  S FROM A WITNESS POST.
 OH0072'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0070 ***********************************************************************
 OH0070  DESIGNATION -  IDA 80 24 AZ MK
 OH0070  PID         -  OH0070
 OH0070  STATE/COUNTY-  ID/ADA
 OH0070  USGS QUAD   -  MERIDIAN (1971)
 OH0070
 OH0070                         *CURRENT SURVEY CONTROL
 OH0070  ___________________________________________________________________
 OH0070* NAD 83(1992)-  43 36 17.27888(N)    116 28 24.55815(W)     ADJUSTED  
 OH0070* NAVD 88     -       772.604  (meters)    2534.78   (feet)  ADJUSTED  
 OH0070  ___________________________________________________________________
 OH0070  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 OH0070  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 OH0070  DYNAMIC HT  -         772.338 (meters)    2533.91  (feet)  COMP
 OH0070  MODELED GRAV-     980,249.8   (mgal)                       NAVD 88
 OH0070
 OH0070  HORZ ORDER  -  SECOND
 OH0070  VERT ORDER  -  FIRST     CLASS II
 OH0070
 OH0070.The horizontal coordinates were established by classical geodetic methods
 OH0070.and adjusted by the National Geodetic Survey in July 1992..
 OH0070
 OH0070.The orthometric height was determined by differential leveling
 OH0070.and adjusted by the National Geodetic Survey in June 1991..
 OH0070
 OH0070.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0070
 OH0070.The geoid height was determined by GEOID03.
 OH0070
 OH0070.The dynamic height is computed by dividing the NAVD 88
 OH0070.geopotential number by the normal gravity value computed on the
 OH0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0070.degrees latitude (g = 980.6199 gals.).
 OH0070
 OH0070.The modeled gravity was interpolated from observed gravity values.
 OH0070
 OH0070;                    North         East     Units Scale Factor Converg.
 OH0070;SPC ID W     -   215,538.757   741,591.783   MT  0.99997528   -0 29 56.4
 OH0070;UTM  11      - 4,828,114.989   542,491.815   MT  0.99962221   +0 21 47.3
 OH0070
 OH0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0070!SPC ID W     -   0.99988155  x   0.99997528  =   0.99985683
 OH0070!UTM  11      -   0.99988155  x   0.99962221  =   0.99950380
 OH0070
 OH0070                          SUPERSEDED SURVEY CONTROL
 OH0070
 OH0070  NAD 83(1986)-  43 36 17.27902(N)    116 28 24.55575(W) AD(       ) 2
 OH0070  NAD 27      -  43 36 17.69358(N)    116 28 21.09637(W) AD(       ) 2
 OH0070  NGVD 29 (??/??/92)  771.666  (m)         2531.71   (f) ADJ UNCH    1 2
 OH0070
 OH0070.Superseded values are not recommended for survey control.
 OH0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0070.See file dsdata.txt to determine how the superseded data were derived.
 OH0070
 OH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4249228115(NAD 83)
 OH0070_MARKER: DZ = AZIMUTH MARK DISK
 OH0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0070_STAMPING: IDA 80-24 1959
 OH0070_MARK LOGO: CGS   
 OH0070_PROJECTION: FLUSH
 OH0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0070+STABILITY: SURFACE MOTION
 OH0070
 OH0070  HISTORY     - Date     Condition        Report By
 OH0070  HISTORY     - 1959     MONUMENTED       CGS
 OH0070  HISTORY     - 1979     GOOD             NGS
 OH0070  HISTORY     - 1983     GOOD             NGS
 OH0070
 OH0070                          STATION DESCRIPTION
 OH0070
 OH0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0070'4.0 MI W FROM MERIDIAN.
 OH0070'4.0 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S. HIGHWAY
 OH0070'30 AND STATE HIGHWAY 69 AT MERIDIAN TO THE COUNTY LINE ROAD, 24.0 FEET
 OH0070'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24.0 FEET EAST OF THE
 OH0070'ADA-CANYON COUNTY LINE, 3.5 FEET NORTHEAST OF A STOP SIGN, 4.0 FEET
 OH0070'WEST OF A METAL WITNESS POST, SET IN A SQUARE CONCRETE POST PROJECTING
 OH0070'4 INCHES.
 OH0070
 OH0070                          STATION RECOVERY (1979)
 OH0070
 OH0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH0070'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 OH0070'THE STATION IS LOCATED ABOUT 5 1/2 MILES EAST OF NAMPA, 4 1/2
 OH0070'MILES WEST OF MERIDIAN ON HIGHWAY RIGHT-OF-WAY.  IT IS ON
 OH0070'A ROADWAY THAT FORMS THE ADA-CANYON COUNTY LINE.  IT IS IN THE
 OH0070'NORTHWEST 1/4 OF SECTION 17, T3N, R1W.
 OH0070'
 OH0070'TO REACH THE STATION FROM THE POST OFFICE IN MERIDIAN, GO WEST ON
 OH0070'EAST IDAHO STREET FOR 0.1 MILE TO EAST FIRST STREET.  TURN LEFT
 OH0070'AND GO SOUTH ON EAST FIRST STREET FOR 0.45 MILE TO A CROSSROAD.
 OH0070'TURN RIGHT AND GO WEST ON FRANKLIN ROAD FOR 4.2 MILES TO A
 OH0070'CROSSROAD.  THE STATION MARK IS IN THE SOUTHEAST CORNER OF
 OH0070'THIS INTERSECTION.
 OH0070'
 OH0070'THE STATION IS A STANDARD CGS DISK
 OH0070'STAMPED---IDA 80 24 1959---,
 OH0070'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0070'FLUSH WITH GROUND.  IT IS LOCATED
 OH0070'0.7 METERS NORTHEAST FROM A STOP SIGN.
 OH0070'1.1 METERS WEST FROM A METAL WITNESS POST.
 OH0070'7.3 METERS EAST FROM THE APPROXIMATE CENTER OF SOUTH MCDERMOTT ROAD.
 OH0070'8.1 METERS SOUTH FROM THE APPROXIMATE CENTER OF FRANKLIN ROAD.
 OH0070'
 OH0070'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 OH0070'MARKS ESTABLISHED AT THIS STATION.
 OH0070'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OH0070
 OH0070                          STATION RECOVERY (1983)
 OH0070
 OH0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0070'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.7 KM
 OH0070'(5.4 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN NAMPA,
 OH0070'IN THE SOUTHEAST CORNER OF THE INTERSECTION OF MCDERMOTT ROAD,
 OH0070'8.8 METERS (29 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.5 METERS (25 FT)
 OH0070'EAST OF THE CENTER OF MCDERMOTT ROAD WHICH IS ALSO THE ADA-CANYON
 OH0070'COUNTY LINE AND 0.5 METER (1.5 FT) NORTHWEST OF UNDERGROUND CABLE BOX
 OH0070'125 L35.
 OH0070'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 OH0070'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0071 ***********************************************************************
 OH0071  DESIGNATION -  IDA 80 24 RM 1
 OH0071  PID         -  OH0071
 OH0071  STATE/COUNTY-  ID/ADA
 OH0071  USGS QUAD   -  MERIDIAN (1971)
 OH0071
 OH0071                         *CURRENT SURVEY CONTROL
 OH0071  ___________________________________________________________________
 OH0071* NAD 83(1986)-  43 35 57.     (N)    116 28 25.     (W)     SCALED    
 OH0071* NAVD 88     -       775.610  (meters)    2544.65   (feet)  ADJUSTED  
 OH0071  ___________________________________________________________________
 OH0071  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 OH0071  DYNAMIC HT  -         775.341 (meters)    2543.76  (feet)  COMP
 OH0071  MODELED GRAV-     980,247.6   (mgal)                       NAVD 88
 OH0071
 OH0071  VERT ORDER  -  SECOND    CLASS 0
 OH0071
 OH0071.The horizontal coordinates were scaled from a topographic map and have
 OH0071.an estimated accuracy of +/- 6 seconds.
 OH0071
 OH0071.The orthometric height was determined by differential leveling
 OH0071.and adjusted by the National Geodetic Survey in June 1991..
 OH0071
 OH0071.The geoid height was determined by GEOID03.
 OH0071
 OH0071.The dynamic height is computed by dividing the NAVD 88
 OH0071.geopotential number by the normal gravity value computed on the
 OH0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0071.degrees latitude (g = 980.6199 gals.).
 OH0071
 OH0071.The modeled gravity was interpolated from observed gravity values.
 OH0071
 OH0071;                    North         East    Units  Estimated Accuracy
 OH0071;SPC ID W     -   214,910.      741,580.      MT  (+/- 180 meters Scaled)
 OH0071
 OH0071                          SUPERSEDED SURVEY CONTROL
 OH0071
 OH0071  NGVD 29 (??/??/92)  774.670  (m)         2541.56   (f) ADJ UNCH    2 0
 OH0071
 OH0071.Superseded values are not recommended for survey control.
 OH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0071.See file dsdata.txt to determine how the superseded data were derived.
 OH0071
 OH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ424274(NAD 83)
 OH0071_MARKER: DR = REFERENCE MARK DISK
 OH0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0071_STAMPING: IDA 80-24 NO 1 1959
 OH0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0071+STABILITY: SURFACE MOTION
 OH0071
 OH0071  HISTORY     - Date     Condition        Report By
 OH0071  HISTORY     - 1959     MONUMENTED       CGS
 OH0071  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0071
 OH0071                          STATION DESCRIPTION
 OH0071
 OH0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0071'4.4 MI W FROM MERIDIAN.
 OH0071'4.0 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION U.S. HIGHWAY 30
 OH0071'AND STATE HIGHWAY 69 AT MERIDIAN TO THE COUNTY LINE ROAD, THENCE 0.4
 OH0071'MILE SOUTH, 81.47 FEET NORTHEAST OF THE STATION MARK, 21.0 FEET EAST
 OH0071'OF THE CENTERLINE OF THE ROAD, SET IN A SQUARE CONCRETE POST
 OH0071'PROJECTING 2 INCHES.
 OH0071
 OH0071                          STATION RECOVERY (1983)
 OH0071
 OH0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0074 ***********************************************************************
 OH0074  DESIGNATION -  IDA 80 24 RM 4
 OH0074  PID         -  OH0074
 OH0074  STATE/COUNTY-  ID/ADA
 OH0074  USGS QUAD   -  MERIDIAN (1971)
 OH0074
 OH0074                         *CURRENT SURVEY CONTROL
 OH0074  ___________________________________________________________________
 OH0074* NAD 83(1986)-  43 35 56.     (N)    116 28 25.     (W)     SCALED    
 OH0074* NAVD 88     -       776.11   (+/-2cm)    2546.3    (feet)  VERTCON   
 OH0074  ___________________________________________________________________
 OH0074  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 OH0074
 OH0074  VERT ORDER  -  THIRD (See Below)
 OH0074
 OH0074.The horizontal coordinates were scaled from a topographic map and have
 OH0074.an estimated accuracy of +/- 6 seconds.
 OH0074
 OH0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH0074.The vertical order pertains to the NGVD 29 superseded value.
 OH0074
 OH0074.The geoid height was determined by GEOID03.
 OH0074
 OH0074;                    North         East    Units  Estimated Accuracy
 OH0074;SPC ID W     -   214,880.      741,580.      MT  (+/- 180 meters Scaled)
 OH0074
 OH0074                          SUPERSEDED SURVEY CONTROL
 OH0074
 OH0074  NGVD 29 (03/27/06)  775.17   (m)         2543.2    (f) RESET       3  
 OH0074
 OH0074.Superseded values are not recommended for survey control.
 OH0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0074.See file dsdata.txt to determine how the superseded data were derived.
 OH0074
 OH0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ424274(NAD 83)
 OH0074_MARKER: DR = REFERENCE MARK DISK
 OH0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0074_SP_SET: CHECK GATE
 OH0074_STAMPING: IDA 80-24 1959 NO 4 1977
 OH0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0074
 OH0074  HISTORY     - Date     Condition        Report By
 OH0074  HISTORY     - 1977     MONUMENTED       NGS
 OH0074
 OH0074                          STATION DESCRIPTION
 OH0074
 OH0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OH0074'4.5 MI WSW FROM MERIDIAN.
 OH0074'REACHED FROM THE MERIDIAN POST OFFICE GO WEST ON EAST IDAHO AVENUE FOR
 OH0074'1 BLOCK TO 2.5 HIGHWAY 30, TURN LEFT, AND GO SOUTH ON THE HIGHWAY FOR
 OH0074'0.45 MILE TO A CROSSROAD, TURN RIGHT, AND GO WEST ON FRANKLIN ROAD FOR
 OH0074'4.2 MILES TO A CROSSROAD, TURN LEFT, AND GO SOUTH ON MCDERMOTT ROAD
 OH0074'FOR 0.45 MILE TO THE MARK ON THE LEFT, 83.27 FEET SOUTHEAST OF
 OH0074'TRIANGULATION STATION IDA 80-24 1959, AND 27 FEET EAST OF THE CENTER
 OH0074'OF MCDERMOTT ROAD CEMENTED IN A DRILL HOLE IN THE CONCRETE CHECK GATE
 OH0074'FOR THE IRRIGATION SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0075 ***********************************************************************
 OH0075  DESIGNATION -  IDA 80 24 RM 5
 OH0075  PID         -  OH0075
 OH0075  STATE/COUNTY-  ID/CANYON
 OH0075  USGS QUAD   -  MERIDIAN (1971)
 OH0075
 OH0075                         *CURRENT SURVEY CONTROL
 OH0075  ___________________________________________________________________
 OH0075* NAD 83(1986)-  43 35 57.     (N)    116 28 25.     (W)     SCALED    
 OH0075* NAVD 88     -       775.69   (+/-2cm)    2544.9    (feet)  VERTCON   
 OH0075  ___________________________________________________________________
 OH0075  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 OH0075
 OH0075  VERT ORDER  -  THIRD (See Below)
 OH0075
 OH0075.The horizontal coordinates were scaled from a topographic map and have
 OH0075.an estimated accuracy of +/- 6 seconds.
 OH0075
 OH0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH0075.The vertical order pertains to the NGVD 29 superseded value.
 OH0075
 OH0075.The geoid height was determined by GEOID03.
 OH0075
 OH0075;                    North         East    Units  Estimated Accuracy
 OH0075;SPC ID W     -   214,910.      741,580.      MT  (+/- 180 meters Scaled)
 OH0075
 OH0075                          SUPERSEDED SURVEY CONTROL
 OH0075
 OH0075  NGVD 29 (03/27/06)  774.76   (m)         2541.9    (f) RESET       3  
 OH0075
 OH0075.Superseded values are not recommended for survey control.
 OH0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0075.See file dsdata.txt to determine how the superseded data were derived.
 OH0075
 OH0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ424274(NAD 83)
 OH0075_MARKER: DR = REFERENCE MARK DISK
 OH0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0075_SP_SET: MONUMENT
 OH0075_STAMPING: IDA 80-24 1959 NO 5 1977
 OH0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0075
 OH0075  HISTORY     - Date     Condition        Report By
 OH0075  HISTORY     - 1977     MONUMENTED       NGS
 OH0075
 OH0075                          STATION DESCRIPTION
 OH0075
 OH0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OH0075'4.5 MI WSW FROM MERIDIAN.
 OH0075'REACHED FROM THE MERIDIAN POST OFFICE GO WEST ON EAST IDAHO AVENUE FOR
 OH0075'1 BLOCK TO U.S. HIGHWAY 30, TURN LEFT, AND GO SOUTH ON THE HIGHWAY FOR
 OH0075'0.45 MILE TO A CROSSROAD, TURN RIGHT, AND GO WEST ON FRANKLIN ROAD FOR
 OH0075'4.2 MILES TO A CROSSROAD, TURN LEFT, AND GO SOUTH ON MCDERMOTT ROAD
 OH0075'FOR 0.45 MILE TO THE MARK ON THE RIGHT, 34.59 FEET NORTH OF
 OH0075'TRIANGULATION STATION IDA 80-24 1959, AND 26 FEET WEST OF THE CENTER
 OH0075'OF MCDERMOTT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0085 ***********************************************************************
 OH0085  DESIGNATION -  IDA 80 26
 OH0085  PID         -  OH0085
 OH0085  STATE/COUNTY-  ID/ADA
 OH0085  USGS QUAD   -  MERIDIAN (1971)
 OH0085
 OH0085                         *CURRENT SURVEY CONTROL
 OH0085  ___________________________________________________________________
 OH0085* NAD 83(1992)-  43 35 57.55406(N)    116 23 37.38432(W)     ADJUSTED  
 OH0085* NAVD 88     -       799.640  (meters)    2623.49   (feet)  ADJUSTED  
 OH0085  ___________________________________________________________________
 OH0085  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 OH0085  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 OH0085  DYNAMIC HT  -         799.353 (meters)    2622.54  (feet)  COMP
 OH0085  MODELED GRAV-     980,233.5   (mgal)                       NAVD 88
 OH0085
 OH0085  HORZ ORDER  -  SECOND
 OH0085  VERT ORDER  -  FIRST     CLASS II
 OH0085
 OH0085.The horizontal coordinates were established by classical geodetic methods
 OH0085.and adjusted by the National Geodetic Survey in July 1992..
 OH0085
 OH0085.The orthometric height was determined by differential leveling
 OH0085.and adjusted by the National Geodetic Survey in June 1991..
 OH0085.WARNING-Repeat measurements at this control monument indicate possible
 OH0085.vertical movement.
 OH0085
 OH0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0085
 OH0085.The geoid height was determined by GEOID03.
 OH0085
 OH0085.The dynamic height is computed by dividing the NAVD 88
 OH0085.geopotential number by the normal gravity value computed on the
 OH0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0085.degrees latitude (g = 980.6199 gals.).
 OH0085
 OH0085.The modeled gravity was interpolated from observed gravity values.
 OH0085
 OH0085;                    North         East     Units Scale Factor Converg.
 OH0085;SPC ID W     -   214,877.046   748,027.065   MT  0.99996655   -0 26 38.1
 OH0085;UTM  11      - 4,827,550.370   548,934.100   MT  0.99962945   +0 25 05.2
 OH0085
 OH0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0085!SPC ID W     -   0.99987730  x   0.99996655  =   0.99984385
 OH0085!UTM  11      -   0.99987730  x   0.99962945  =   0.99950679
 OH0085
 OH0085|---------------------------------------------------------------------|
 OH0085| PID    Reference Object                     Distance      Geod. Az  |
 OH0085|                                                           dddmmss.s |
 OH0085| OH1282 IDA 80 26 ECC 16193                  50.901 METERS 00025     |
 OH0085| OH0084 IDA 80 26 RM 2                       25.234 METERS 00033     |
 OH0085| OH0086 IDA 80 26 RM 1                       23.741 METERS 14645     |
 OH0085| OH1487 IDA 80 26 RM 3                       10.085 METERS 18307     |
 OH0085| OH0079 IDA 80 25                           APPROX. 3.2 KM 2723433.8 |
 OH0085|---------------------------------------------------------------------|
 OH0085
 OH0085                          SUPERSEDED SURVEY CONTROL
 OH0085
 OH0085  NAD 83(1986)-  43 35 57.55426(N)    116 23 37.38179(W) AD(       ) 2
 OH0085  NAD 27      -  43 35 57.96404(N)    116 23 33.93210(W) AD(       ) 2
 OH0085  NGVD 29 (??/??/92)  798.711  (m)         2620.44   (f) ADJ UNCH    1 2
 OH0085
 OH0085.Superseded values are not recommended for survey control.
 OH0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0085.See file dsdata.txt to determine how the superseded data were derived.
 OH0085
 OH0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4893427550(NAD 83)
 OH0085_MARKER: DS = TRIANGULATION STATION DISK
 OH0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0085_SP_SET: CONCRETE POST
 OH0085_STAMPING: IDA 80-26 1959
 OH0085_MARK LOGO: CGS   
 OH0085_PROJECTION: FLUSH
 OH0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0085+STABILITY: SURFACE MOTION
 OH0085
 OH0085  HISTORY     - Date     Condition        Report By
 OH0085  HISTORY     - 1959     MONUMENTED       CGS
 OH0085  HISTORY     - 1959     GOOD             CGS
 OH0085  HISTORY     - 1974     SEE DESCRIPTION  MCTUER
 OH0085  HISTORY     - 1979     GOOD             NGS
 OH0085  HISTORY     - 1983     GOOD             NGS
 OH0085  HISTORY     - 1984     GOOD             NGS
 OH0085  HISTORY     - 19840514 GOOD             NGS
 OH0085  HISTORY     - 19980612 GOOD             IDTD
 OH0085
 OH0085                          STATION DESCRIPTION
 OH0085
 OH0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OH0085'THE STATION IS ALONG THE WEST SIDE OF STATE HIGHWAY 69, 0.4
 OH0085'MILE SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE
 OH0085'HIGHWAY 69, WHICH JUNCTION IN THE SOUTHWEST SECTION OF MERIDIAN.
 OH0085'IT IS ON LINE WITH A RANGE OF POWER LINE POLES, 21 FEET WEST
 OH0085'FROM THE CENTER LINE OF HIGHWAY 69 AND 3 FEET SOUTHWEST FROM A
 OH0085'STEEL WITNESS POST WITH SIGN.  THE STATION MARK IS A STANDARD
 OH0085'STATION DISK SET IN A SQUARE TOPPED CONCRETE MONUMENT
 OH0085'PROJECTING 3 INCHES AND STAMPED IDA 80-26 1959.
 OH0085'
 OH0085'REFERENCE MARK 1 IS 23 FEET EAST FROM THE CENTER LINE OF THE
 OH0085'HIGHWAY AND 1 FOOT WEST FROM THE RIGHT-OF-WAY FENCE LINE.
 OH0085'
 OH0085'REFERENCE MARK 2 IS UNDER THE POWER LINES AND 21 FEET WEST
 OH0085'FROM THE CENTER LINE OF THE HIGHWAY.  THE MARKS ARE STANDARD
 OH0085'REFERENCE DISKS SET IN SQUARE TOPPED CONCRETE MONUMENTS PROJECTING
 OH0085'3 AND 4 INCHES AND STAMPED IDA 80-26 1959 AND NO 1 AND NO 2
 OH0085'RESPECTIVELY.
 OH0085
 OH0085                          STATION RECOVERY (1959)
 OH0085
 OH0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0085'0.4 MI S FROM MERIDIAN.
 OH0085'0.4 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF STATE
 OH0085'HIGHWAY 69 AND U.S. HIGHWAY 30 AT MERIDIAN, 21.0 FEET WEST OF THE
 OH0085'CENTERLINE OF THE HIGHWAY, 3.0 FEET SOUTHWEST OF A METAL WITNESS POST
 OH0085'WITH SIGN, 82.74 FEET SOUTH OF R.M. 2 77.89 FEET NORTHWEST OF R.M. 1,
 OH0085'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OH0085
 OH0085                          STATION RECOVERY (1974)
 OH0085
 OH0085'RECOVERY NOTE BY MCCARTER AND TULLER INCORPORATED 1974 (JK)
 OH0085'IDA 80-26 1959-DESTROYED BY SEWER CONSTRUCTION.
 OH0085'
 OH0085'IDA 80-26 NO 1 1959-NOT FOUND.
 OH0085'
 OH0085'IDA 80-26 NO 2 1959-DESTROYED BY SEWER CONSTRUCTION.
 OH0085
 OH0085                          STATION RECOVERY (1979)
 OH0085
 OH0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH0085'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 OH0085'CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR AND IS BELIEVED
 OH0085'DESTROYED BY GRADING OPERATIONS GOING ON IN THE AREA.  REFERENCE
 OH0085'MARK 3 WAS ESTABLISHED AT THIS TIME.  NO DATA WAS AVAILABLE TO
 OH0085'CHECK THE DIRECTION TO REFERENCE MARK 2 BUT THE DISTANCE WAS
 OH0085'FOUND TO BE 0.015 METER LONGER THAN PREVIOUSLY MEASURED.
 OH0085'IDA 80 26 1959 ECC WAS ESTABLISHED TO SEE IDA 80 27 1959.  A
 OH0085'TRAVERSE TIE WAS MADE BETWEEN IDA 80 26 1959 ECC AND
 OH0085'IDA 80 26 1959.
 OH0085'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF MERIDIAN,
 OH0085'1/2 MILE NORTH OF INTERSTATE HIGHWAY 80 N AND ON THE WEST SIDE OF
 OH0085'MERIDIAN STREET.  IT IS IN THE NORTHWEST 1/4 OF SECTION 13, T3N,
 OH0085'R1W.
 OH0085'
 OH0085'TO REACH THE STATION FROM THE POST OFFICE IN MERIDIAN, GO WEST ON
 OH0085'EAST IDAHO STREET FOR 0.1 MILE TO EAST FIRST STREET.  TURN LEFT
 OH0085'AND GO SOUTH ON EAST FIRST STREET FOR 0.45 MILE TO FRANKLIN
 OH0085'STREET.  TURN RIGHT AND GO WEST ON FRANKLIN STREET FOR 0.1
 OH0085'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON MERIDIAN ROAD FOR
 OH0085'0.35 MILE TO THE STATION ON THE RIGHT.
 OH0085'
 OH0085'THE STATION IS A STANDARD CGS DISK
 OH0085'STAMPED---IDA 80 26 1959---,
 OH0085'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 OH0085'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 OH0085'0.6 METERS EAST FROM A METAL WITNESS POST.
 OH0085'5.5 METERS WEST FROM APPROXIMATE CENTER OF MERIDIAN ROAD.
 OH0085'13.7 METERS SOUTH FROM A POWERLINE POLE WITH TRANSFORMER.
 OH0085'
 OH0085'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OH0085'STAMPED---IDA 80 26 NO 2 1959---,
 OH0085'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 OH0085'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 OH0085'5.9 METERS WEST FROM APPROXIMATE CENTER OF MERIDIAN ROAD.
 OH0085'11.6 METERS NORTH FROM POWERLINE POLE WITH TRANSFORMER.
 OH0085'10.6 METERS SOUTH FROM CENTER OF GRAVELED DRIVEWAY.
 OH0085'MARK IS LEVEL WITH STATION.
 OH0085'
 OH0085'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 OH0085'STAMPED---IDA 80 26 1959 NO 3 1979---,
 OH0085'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH0085'FLUSH WITH GROUND.  IT IS LOCATED
 OH0085'1.4 METERS NORTH FROM CENTER OF GRAVELED DRIVEWAY.
 OH0085'4.0 METERS EAST FROM A METAL WITNESS POST.
 OH0085'6.8 METERS WEST FROM CENTERLINE OF MERIDIAN ROAD.
 OH0085'MARK IS LEVEL WITH STATION.
 OH0085'
 OH0085'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF POWERLINE
 OH0085'POLE ON LINE.
 OH0085'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OH0085
 OH0085                          STATION RECOVERY (1983)
 OH0085
 OH0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0085'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.1 KM
 OH0085'(9.4 MI) NORTHEAST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN NAMPA,
 OH0085'THENCE 0.6 KM (0.4 MI) SOUTH ALONG THE KUNA HIGHWAY, AT THE WEST EDGE
 OH0085'OF AN EQUIPMENT RENTAL YARD, 7.0 METERS (23 FT) WEST OF THE KUNA
 OH0085'HIGHWAY CENTERLINE, 15.0 METERS (49 FT) NORTH OF THE CENTER OF A
 OH0085'DRIVEWAY, 15.0 METERS (49 FT) SOUTH OF A POWER POLE WITH A TRANSFORMER
 OH0085'ATTACHED.
 OH0085'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 OH0085'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OH0085
 OH0085                          STATION RECOVERY (1984)
 OH0085
 OH0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OH0085'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 OH0085'0.6 KM (0.35 MI) SOUTH OF THE INTERSECTION OF FRANKLIN ROAD AND
 OH0085'MERIDIAN ROAD IN MERIDIAN, 25.23 METERS SOUTH OF RM 2, 21.71 METERS
 OH0085'SOUTHWEST OF RM 3, 11.5 METERS NORTHEAST FROM THE EAST END OF A BOARD
 OH0085'FENCE, 6.1 METERS WEST OF THE CENTERLINE OF MERIDIAN ROAD, 5.6 METERS
 OH0085'NORTH FROM THE CENTERLINE OF A DRIVEWAY INTO A RENTAL YARD, 0.6
 OH0085'METERS SOUTH FROM A METAL WITNESS POST AND 0.4 METER EAST FROM A
 OH0085'METAL POST.
 OH0085
 OH0085                          STATION RECOVERY (1984)
 OH0085
 OH0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OH0085'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1 WAS
 OH0085'DESTROYED ACCIDENTLY BY THE PROPERTY OWNER RM 4 WAS ESTABLISHED AT
 OH0085'THIS TIME.  THERE WAS NO SUITABLE PLACE FOR AN AZ MK.  AT IME OF
 OH0085'RECOVERY THE 1979 RECOVERY NOTE WAS NOT AVAILABLE AT A LATER DATE. RM
 OH0085'3 WAS RECOVERED AND THE NEW RM WAS NUMBERED RM 4.  AT TIME OF RECOVERY
 OH0085'A VEHICLE WAS PARKED OVER RM 3.  THE STATION IS LOCATED IN THE SW PART
 OH0085'OF MERIDIAN, ABOUT 0.5 MILE (0.8 KM) N OF I 84.  TO REACH THE STATION
 OH0085'FROM THE INTERSECTION OF FRANKLIN ROAD AND MERIDIAN ROAD IN MERIDIAN
 OH0085'GO S ON MERIDIAN ROAD 0.4 MILE (0.6 KM) TO THE MARK ON THE RIGHT.
 OH0085' 
 OH0085'THE STATION IS A STANDARD CGS DISK STAMPED---IDA 80-26 1959---, SET
 OH0085'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER, FLUSH
 OH0085'WITH GROUND.  THE STATION IS LOCATED 20.0 FT (6.1 M) W FROM THE
 OH0085'CENTERLINE OF MERIDIAN RD, 18.4 FT (5.6 M) N FROM THE CENTERLINE OF A
 OH0085'DRIVEWAY INTO A RENTAL YARD, 37.7 FT (11.5 M) NE FROM THE E END OF A
 OH0085'BOARD FENCE, 2.0 FT (0.6 M) S FROM A METAL WITNESS POST, 1.3 FT (0.4
 OH0085'M) METERS E FROM A METAL POST.  RM NO 2, IS A STANDARD USCGS DISK
 OH0085'STAMPED---IDA 80 26 NO 2 1959---, SET INTO THE TOP OF A SQUARE
 OH0085'CONCRETE MONUMENT 30 CM IN DIAMETER, RECESSED 10 CM BELOW THE GROUND.
 OH0085'THE STATION IS LOCATED 38.1 FT (11.6 M) N FROM A POWER POLE, 42.7 FT
 OH0085'(13.0 M) S FROM THE PROLONGATION OF THE CENTERLINE DRIVEWAY TO 536
 OH0085'MERIDIAN RD, 20.0 FT (6.1 M) W FROM THE CENTERLINE OF THE ROAD, AND
 OH0085'ABOUT THE SAME ELEVATION AS THE STATION.  RM NO 4 IS A STANDARD NGS
 OH0085'DISK STAMPED---IDA 80 26 1959 NO 4 1984---, SET INTO THE TOP OF A
 OH0085'ROUND CONCRETE MONUMENT, 25 CM IN DIAMETER, PROJECTING 10 CM BELOW THE
 OH0085'GROUND.  THE STATION IS LOCATED 39.0 FT (11.9 M) E FROM THE CENTERLINE
 OH0085'OF THE ROAD, 12.8 FT (3.9 M) E FROM THE W END OF A FENCE ON THE S SIDE
 OH0085'OF 536 MERIDIAN RD, 1.0 FT (0.3 M) S FROM A FENCE, 0.7 FT (21.3 CM) S
 OH0085'FROM A WITNESS POST, AND ABOUT THE SAME ELEVANTION AS THE STTAION.  RM
 OH0085'NO 3 IS A STANDARD NGS DISK STAMPED---IDA 80 26 1959 NO 2 1979---, SET
 OH0085'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER, RECESSED
 OH0085'5 CM BELOW THE GROUND.  THE STATION IS LOCATED 22.3 FT (6.8 M) W FROM
 OH0085'THE CENTERLINE OF THE ROAD, 1.6 FT (0.5 M) SW FROM A MAILBOX, AND SAME
 OH0085'ELEVATIONS THE STATION.
 OH0085
 OH0085                          STATION RECOVERY (1998)
 OH0085
 OH0085'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 OH0085'RECOVERED IN GOOD CONDITION BUT MAY BE DESTROYED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1282 ***********************************************************************
 OH1282  DESIGNATION -  IDA 80 26 ECC 16193
 OH1282  PID         -  OH1282
 OH1282  STATE/COUNTY-  ID/ADA
 OH1282  USGS QUAD   -  MERIDIAN (1971)
 OH1282
 OH1282                         *CURRENT SURVEY CONTROL
 OH1282  ___________________________________________________________________
 OH1282* NAD 83(1992)-  43 35 59.20331(N)    116 23 37.36771(W)     ADJUSTED  
 OH1282* NAVD 88     -       799.82   (+/-2cm)    2624.1    (feet)  VERTCON   
 OH1282  ___________________________________________________________________
 OH1282  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 OH1282  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 OH1282
 OH1282  HORZ ORDER  -  FIRST
 OH1282  VERT ORDER  -  THIRD ? (See Below)
 OH1282
 OH1282.The horizontal coordinates were established by classical geodetic methods
 OH1282.and adjusted by the National Geodetic Survey in July 1992..
 OH1282
 OH1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1282.The vertical order pertains to the NGVD 29 superseded value.
 OH1282
 OH1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1282
 OH1282.The geoid height was determined by GEOID03.
 OH1282
 OH1282;                    North         East     Units Scale Factor Converg.
 OH1282;SPC ID W     -   214,927.940   748,027.831   MT  0.99996655   -0 26 38.1
 OH1282;UTM  11      - 4,827,601.252   548,934.101   MT  0.99962945   +0 25 05.2
 OH1282
 OH1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1282!SPC ID W     -   0.99987727  x   0.99996655  =   0.99984382
 OH1282!UTM  11      -   0.99987727  x   0.99962945  =   0.99950676
 OH1282
 OH1282:                Primary Azimuth Mark                     Grid Az
 OH1282:SPC ID W     -  IDA 80 27                                095 05 03.6
 OH1282:UTM  11      -  IDA 80 27                                094 13 20.3
 OH1282
 OH1282|---------------------------------------------------------------------|
 OH1282| PID    Reference Object                     Distance      Geod. Az  |
 OH1282|                                                           dddmmss.s |
 OH1282| OH0089 IDA 80 27                           APPROX. 1.3 KM 0943825.5 |
 OH1282|---------------------------------------------------------------------|
 OH1282
 OH1282                          SUPERSEDED SURVEY CONTROL
 OH1282
 OH1282  NAD 83(1986)-  43 35 59.20357(N)    116 23 37.36518(W) AD(       ) 1
 OH1282  NAD 27      -  43 35 59.61332(N)    116 23 33.91545(W) AD(       ) 1
 OH1282  NGVD 29 (07/19/86)  798.88   (m)         2621.0    (f) LEVELING    3  
 OH1282
 OH1282.Superseded values are not recommended for survey control.
 OH1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1282.See file dsdata.txt to determine how the superseded data were derived.
 OH1282
 OH1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4893427601(NAD 83)
 OH1282_MARKER: DD = SURVEY DISK
 OH1282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1282_PROJECTION: FLUSH
 OH1282_MAGNETIC: P = MARKER IS A STEEL PIPE
 OH1282
 OH1282  HISTORY     - Date     Condition        Report By
 OH1282  HISTORY     - 1978     MONUMENTED       NGS
 OH1282  HISTORY     - 19980612 MARK NOT FOUND   IDTD
 OH1282
 OH1282                          STATION DESCRIPTION
 OH1282
 OH1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (DCM)
 OH1282'THE STATION IS IN A MOUND OF STONE UNDER A NORTH-SOUTH FENCE.
 OH1282'
 OH1282'THE STATION MARK IS A STANDARD GENERAL LAND OFFICE BRASS DISK ON AN
 OH1282'IRON PIPE AND IS NOT STAMPED.
 OH1282
 OH1282                          STATION RECOVERY (1998)
 OH1282
 OH1282'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 OH1282'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0086 ***********************************************************************
 OH0086  DESIGNATION -  IDA 80 26 RM 1
 OH0086  PID         -  OH0086
 OH0086  STATE/COUNTY-  ID/ADA
 OH0086  USGS QUAD   -  MERIDIAN (1971)
 OH0086
 OH0086                         *CURRENT SURVEY CONTROL
 OH0086  ___________________________________________________________________
 OH0086* NAD 83(1986)-  43 35 57.     (N)    116 23 40.     (W)     SCALED    
 OH0086* NAVD 88     -       799.657  (meters)    2623.54   (feet)  ADJUSTED  
 OH0086  ___________________________________________________________________
 OH0086  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 OH0086  DYNAMIC HT  -         799.369 (meters)    2622.60  (feet)  COMP
 OH0086  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 OH0086
 OH0086  VERT ORDER  -  SECOND    CLASS 0
 OH0086
 OH0086.The horizontal coordinates were scaled from a topographic map and have
 OH0086.an estimated accuracy of +/- 6 seconds.
 OH0086
 OH0086.The orthometric height was determined by differential leveling
 OH0086.and adjusted by the National Geodetic Survey in June 1991..
 OH0086
 OH0086.The geoid height was determined by GEOID03.
 OH0086
 OH0086.The dynamic height is computed by dividing the NAVD 88
 OH0086.geopotential number by the normal gravity value computed on the
 OH0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0086.degrees latitude (g = 980.6199 gals.).
 OH0086
 OH0086.The modeled gravity was interpolated from observed gravity values.
 OH0086
 OH0086;                    North         East    Units  Estimated Accuracy
 OH0086;SPC ID W     -   214,860.      747,970.      MT  (+/- 180 meters Scaled)
 OH0086
 OH0086                          SUPERSEDED SURVEY CONTROL
 OH0086
 OH0086  NGVD 29 (??/??/92)  798.709  (m)         2620.43   (f) ADJ UNCH    2 0
 OH0086
 OH0086.Superseded values are not recommended for survey control.
 OH0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0086.See file dsdata.txt to determine how the superseded data were derived.
 OH0086
 OH0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ488275(NAD 83)
 OH0086_MARKER: DR = REFERENCE MARK DISK
 OH0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0086_STAMPING: IDA 80-26 NO 1 1959
 OH0086_PROJECTION: FLUSH
 OH0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0086+STABILITY: SURFACE MOTION
 OH0086
 OH0086  HISTORY     - Date     Condition        Report By
 OH0086  HISTORY     - 1959     MONUMENTED       CGS
 OH0086  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0086  HISTORY     - 19980616 MARK NOT FOUND   IDTD
 OH0086
 OH0086                          STATION DESCRIPTION
 OH0086
 OH0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0086'0.4 MI S FROM MERIDIAN.
 OH0086'0.4 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF STATE
 OH0086'HIGHWAY 69 AND U.S. HIGHWAY 30 AT MERIDIAN, 23.0 FEET EAST OF THE
 OH0086'CENTERLINE OF THE HIGHWAY, 77.89 FEET SOUTHEAST OF THE STATION MARK,
 OH0086'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OH0086
 OH0086                          STATION RECOVERY (1983)
 OH0086
 OH0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0086'MARK NOT FOUND.
 OH0086
 OH0086                          STATION RECOVERY (1998)
 OH0086
 OH0086'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 OH0086'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0084 ***********************************************************************
 OH0084  DESIGNATION -  IDA 80 26 RM 2
 OH0084  PID         -  OH0084
 OH0084  STATE/COUNTY-  ID/ADA
 OH0084  USGS QUAD   -  MERIDIAN (1971)
 OH0084
 OH0084                         *CURRENT SURVEY CONTROL
 OH0084  ___________________________________________________________________
 OH0084* NAD 83(1986)-  43 35 57.     (N)    116 23 40.     (W)     SCALED    
 OH0084* NAVD 88     -       799.699  (meters)    2623.68   (feet)  ADJUSTED  
 OH0084  ___________________________________________________________________
 OH0084  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 OH0084  DYNAMIC HT  -         799.411 (meters)    2622.73  (feet)  COMP
 OH0084  MODELED GRAV-     980,233.4   (mgal)                       NAVD 88
 OH0084
 OH0084  VERT ORDER  -  SECOND    CLASS 0
 OH0084
 OH0084.The horizontal coordinates were scaled from a topographic map and have
 OH0084.an estimated accuracy of +/- 6 seconds.
 OH0084
 OH0084.The orthometric height was determined by differential leveling
 OH0084.and adjusted by the National Geodetic Survey in June 1991..
 OH0084
 OH0084.The geoid height was determined by GEOID03.
 OH0084
 OH0084.The dynamic height is computed by dividing the NAVD 88
 OH0084.geopotential number by the normal gravity value computed on the
 OH0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0084.degrees latitude (g = 980.6199 gals.).
 OH0084
 OH0084.The modeled gravity was interpolated from observed gravity values.
 OH0084
 OH0084;                    North         East    Units  Estimated Accuracy
 OH0084;SPC ID W     -   214,860.      747,970.      MT  (+/- 180 meters Scaled)
 OH0084
 OH0084                          SUPERSEDED SURVEY CONTROL
 OH0084
 OH0084  NGVD 29 (??/??/92)  798.752  (m)         2620.57   (f) ADJ UNCH    2 0
 OH0084
 OH0084.Superseded values are not recommended for survey control.
 OH0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0084.See file dsdata.txt to determine how the superseded data were derived.
 OH0084
 OH0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ488275(NAD 83)
 OH0084_MARKER: DR = REFERENCE MARK DISK
 OH0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0084_STAMPING: IDA 80-26 NO 2 1959
 OH0084_PROJECTION: FLUSH
 OH0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0084+STABILITY: SURFACE MOTION
 OH0084
 OH0084  HISTORY     - Date     Condition        Report By
 OH0084  HISTORY     - 1959     MONUMENTED       CGS
 OH0084  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0084  HISTORY     - 19980616 MARK NOT FOUND   IDTD
 OH0084
 OH0084                          STATION DESCRIPTION
 OH0084
 OH0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0084'0.4 MI S FROM MERIDIAN.
 OH0084'0.4 MILE SOUTH ALONG STATE HIGHWAY 69 FROM THE JUNCTION OF STATE
 OH0084'HIGHWAY 69 AND U.S. HIGHWAY 30 AT MERIDIAN, 82.74 FEET NORTH OF THE
 OH0084'STATION MARK, 21.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET IN
 OH0084'A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OH0084
 OH0084                          STATION RECOVERY (1983)
 OH0084
 OH0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0084'MARK NOT FOUND.
 OH0084
 OH0084                          STATION RECOVERY (1998)
 OH0084
 OH0084'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 OH0084'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1487 ***********************************************************************
 OH1487  DESIGNATION -  IDA 80 26 RM 3
 OH1487  PID         -  OH1487
 OH1487  STATE/COUNTY-  ID/ADA
 OH1487  USGS QUAD   -  MERIDIAN (1971)
 OH1487
 OH1487                         *CURRENT SURVEY CONTROL
 OH1487  ___________________________________________________________________
 OH1487* NAD 83(1986)-  43 35 57.     (N)    116 23 40.     (W)     SCALED    
 OH1487* NAVD 88     -       799.91   (meters)    2624.4    (feet)  RESET     
 OH1487  ___________________________________________________________________
 OH1487  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 OH1487
 OH1487  VERT ORDER  -  THIRD
 OH1487
 OH1487.The horizontal coordinates were scaled from a topographic map and have
 OH1487.an estimated accuracy of +/- 6 seconds.
 OH1487
 OH1487.The orthometric height was computed from unverified reset data.
 OH1487.No vertical observational check was made to the station.
 OH1487
 OH1487.The geoid height was determined by GEOID03.
 OH1487
 OH1487;                    North         East    Units  Estimated Accuracy
 OH1487;SPC ID W     -   214,860.      747,970.      MT  (+/- 180 meters Scaled)
 OH1487
 OH1487                          SUPERSEDED SURVEY CONTROL
 OH1487
 OH1487  NGVD 29 (03/27/06)  798.98   (m)         2621.3    (f) RESET       3  
 OH1487
 OH1487.Superseded values are not recommended for survey control.
 OH1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1487.See file dsdata.txt to determine how the superseded data were derived.
 OH1487
 OH1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ488275(NAD 83)
 OH1487_MARKER: DR = REFERENCE MARK DISK
 OH1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1487_SP_SET: CONCRETE POST
 OH1487_STAMPING: IDA 80 26 1959 NO 3 1984
 OH1487_MARK LOGO: NGS   
 OH1487_PROJECTION: FLUSH
 OH1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1487+STABILITY: SURFACE MOTION
 OH1487
 OH1487  HISTORY     - Date     Condition        Report By
 OH1487  HISTORY     - 1984     MONUMENTED       NGS
 OH1487  HISTORY     - 1984     GOOD             NGS
 OH1487  HISTORY     - 19980616 MARK NOT FOUND   IDTD
 OH1487
 OH1487                          STATION DESCRIPTION
 OH1487
 OH1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OH1487'IN MERIDIAN.
 OH1487'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 OH1487'IN MERIDIAN, 0.6 KM (0.35 MI) SOUTH OF THE INTERSECTION OF FRANKLIN
 OH1487'ROAD AND MERIDIAN ROAD, 21.85 METERS SOUTHEAST OF RM 1, 21.71 METERS
 OH1487'NORTHEAST OF IDA 80 26 1959, 11.9 METERS EAST OF THE CENTERLINE OF
 OH1487'THE ROAD, 3.9 METERS EAST FROM THE WEST END OF A FENCE ON THE SOUTH
 OH1487'SIDE OF 536 MERIDIAN, 0.3 METER SOUTH FROM A FENCE.
 OH1487
 OH1487                          STATION RECOVERY (1998)
 OH1487
 OH1487'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 OH1487'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH6723 ***********************************************************************
 AH6723  DESIGNATION -  IDA 80 26 RM 4
 AH6723  PID         -  AH6723
 AH6723  STATE/COUNTY-  ID/ADA
 AH6723  USGS QUAD   -  MERIDIAN (1971)
 AH6723
 AH6723                         *CURRENT SURVEY CONTROL
 AH6723  ___________________________________________________________________
 AH6723* NAD 83(1986)-  43 35 57.     (N)    116 23 36.     (W)     SCALED    
 AH6723* NAVD 88     -       799.909  (meters)    2624.37   (feet)  ADJUSTED  
 AH6723  ___________________________________________________________________
 AH6723  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 AH6723  DYNAMIC HT  -         799.621 (meters)    2623.42  (feet)  COMP
 AH6723  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 AH6723
 AH6723  VERT ORDER  -  SECOND    CLASS II
 AH6723
 AH6723.The horizontal coordinates were scaled from a topographic map and have
 AH6723.an estimated accuracy of +/- 6 seconds.
 AH6723
 AH6723.The orthometric height was determined by differential leveling
 AH6723.and adjusted by the National Geodetic Survey in September 1999..
 AH6723
 AH6723.The geoid height was determined by GEOID03.
 AH6723
 AH6723.The dynamic height is computed by dividing the NAVD 88
 AH6723.geopotential number by the normal gravity value computed on the
 AH6723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6723.degrees latitude (g = 980.6199 gals.).
 AH6723
 AH6723.The modeled gravity was interpolated from observed gravity values.
 AH6723
 AH6723;                    North         East    Units  Estimated Accuracy
 AH6723;SPC ID W     -   214,860.      748,060.      MT  (+/- 180 meters Scaled)
 AH6723
 AH6723                          SUPERSEDED SURVEY CONTROL
 AH6723
 AH6723.No superseded survey control is available for this station.
 AH6723
 AH6723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ489275(NAD 83)
 AH6723_MARKER: DR = REFERENCE MARK DISK
 AH6723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6723_STAMPING: IDA 80 26 1959 NO 4 1984
 AH6723_MARK LOGO: NGS   
 AH6723_PROJECTION: FLUSH
 AH6723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6723+STABILITY: SURFACE MOTION
 AH6723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6723+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1998
 AH6723
 AH6723  HISTORY     - Date     Condition        Report By
 AH6723  HISTORY     - 1984     MONUMENTED       NGS
 AH6723  HISTORY     - 19980616 GOOD             IDTD
 AH6723
 AH6723                          STATION DESCRIPTION
 AH6723
 AH6723'DESCRIBED BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 AH6723'REACHED FROM THE JUNCTION OF FRANKLIN ROAD AND MERIDIAN ROAD IN
 AH6723'MERIDIAN.  GO SOUTH ON MERIDIAN ROAD FOR 0.7 KM (0.45 MI) TO MARK ON
 AH6723'THE LEFT ALONG AN EAST-WEST FENCE.  LOCATED 12.0 M (39.4 FT) EAST OF
 AH6723'THE CENTER OF MERIDIAN ROAD, 3.8 M (12.5 FT) EAST OF THE WEST END OF
 AH6723'THE FENCE ON THE SOUTH SIDE OF 536 MERIDIAN RESIDENCE, 21.7 M (71.2
 AH6723'FT) EAST OF IDA 80 26 AND 0.3 M (1.0 FT) SOUTH FROM A FENCE AND A
 AH6723'FIBERGLASS WITNESS POST.  MARK IS A 12-INCH IN DIAMETER CONCRETE POST
 AH6723'SET FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0089 ***********************************************************************
 OH0089  DESIGNATION -  IDA 80 27
 OH0089  PID         -  OH0089
 OH0089  STATE/COUNTY-  ID/ADA
 OH0089  USGS QUAD   -  MERIDIAN (1971)
 OH0089
 OH0089                         *CURRENT SURVEY CONTROL
 OH0089  ___________________________________________________________________
 OH0089* NAD 83(1992)-  43 35 55.81724(N)    116 22 40.03311(W)     ADJUSTED  
 OH0089* NAVD 88     -       805.468  (meters)    2642.61   (feet)  ADJUSTED  
 OH0089  ___________________________________________________________________
 OH0089  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 OH0089  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 OH0089  DYNAMIC HT  -         805.176 (meters)    2641.65  (feet)  COMP
 OH0089  MODELED GRAV-     980,229.6   (mgal)                       NAVD 88
 OH0089
 OH0089  HORZ ORDER  -  FIRST
 OH0089  VERT ORDER  -  SECOND    CLASS 0
 OH0089
 OH0089.The horizontal coordinates were established by classical geodetic methods
 OH0089.and adjusted by the National Geodetic Survey in July 1992..
 OH0089
 OH0089.The orthometric height was determined by differential leveling
 OH0089.and adjusted by the National Geodetic Survey in June 1991..
 OH0089
 OH0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0089
 OH0089.The geoid height was determined by GEOID03.
 OH0089
 OH0089.The dynamic height is computed by dividing the NAVD 88
 OH0089.geopotential number by the normal gravity value computed on the
 OH0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0089.degrees latitude (g = 980.6199 gals.).
 OH0089
 OH0089.The modeled gravity was interpolated from observed gravity values.
 OH0089
 OH0089;                    North         East     Units Scale Factor Converg.
 OH0089;SPC ID W     -   214,813.605   749,312.901   MT  0.99996492   -0 25 58.6
 OH0089;UTM  11      - 4,827,506.295   550,220.314   MT  0.99963102   +0 25 44.7
 OH0089
 OH0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0089!SPC ID W     -   0.99987638  x   0.99996492  =   0.99984131
 OH0089!UTM  11      -   0.99987638  x   0.99963102  =   0.99950745
 OH0089
 OH0089:                Primary Azimuth Mark                     Grid Az
 OH0089:SPC ID W     -  IDA 80 27 AZ MK                          119 09 23.1
 OH0089:UTM  11      -  IDA 80 27 AZ MK                          118 17 39.8
 OH0089
 OH0089|---------------------------------------------------------------------|
 OH0089| PID    Reference Object                     Distance      Geod. Az  |
 OH0089|                                                           dddmmss.s |
 OH0089| OH0088 IDA 80 27 AZ MK                                    1184324.5 |
 OH0089| CD5328 IDA 80 27 RM 1                       24.116 METERS 15723     |
 OH0089| OH1281 MERIDIAN FAA MAST                   APPROX. 4.6 KM 1943821.6 |
 OH0089| OH1283 MERIDIAN KFXD TOWER 2               APPROX. 4.7 KM 2013144.7 |
 OH0089| OH1280 MERIDIAN SOUTH MUN TANK             APPROX. 1.0 KM 2830549.8 |
 OH0089| OH1278 MERIDIAN ADA DAIRY ASSOC STACK      APPROX. 1.7 KM 3133300.0 |
 OH0089| CD5329 IDA 80 27 RM 2                       25.522 METERS 34442     |
 OH0089|---------------------------------------------------------------------|
 OH0089
 OH0089                          SUPERSEDED SURVEY CONTROL
 OH0089
 OH0089  NAD 83(1986)-  43 35 55.81748(N)    116 22 40.03055(W) AD(       ) 1
 OH0089  NAD 27      -  43 35 56.22630(N)    116 22 36.58291(W) AD(       ) 1
 OH0089  NGVD 29 (??/??/92)  804.520  (m)         2639.50   (f) ADJ UNCH    2 0
 OH0089
 OH0089.Superseded values are not recommended for survey control.
 OH0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0089.See file dsdata.txt to determine how the superseded data were derived.
 OH0089
 OH0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5022027506(NAD 83)
 OH0089_MARKER: DE = TRAVERSE STATION DISK
 OH0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0089_STAMPING: IDA 80 27 1959
 OH0089_MARK LOGO: CGS   
 OH0089_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0089+STABILITY: SURFACE MOTION
 OH0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0089+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 OH0089
 OH0089  HISTORY     - Date     Condition        Report By
 OH0089  HISTORY     - 1959     MONUMENTED       CGS
 OH0089  HISTORY     - 1959     GOOD             CGS
 OH0089  HISTORY     - 1978     GOOD             LOCENG
 OH0089  HISTORY     - 1979     GOOD             NGS
 OH0089  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0089  HISTORY     - 20010424 GOOD             IDTD
 OH0089
 OH0089                          STATION DESCRIPTION
 OH0089
 OH0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0089'THE STATION IS 1.0 MILE SOUTHEAST OF THE CENTER OF MERIDIAN AND
 OH0089'0.2 MILE SOUTHWEST OF THE RANCH HOME OF MR. FRED KELLER.  IT IS
 OH0089'ON THE WEST BANK OF THE CANAL WHICH BISECTS THE PROPERTY OF
 OH0089'MR. KELLER.
 OH0089'
 OH0089'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 OH0089'STATE ROUTE 69 IN THE SOUTHWEST SECTION OF MERIDIAN GO EAST
 OH0089'ON U.S. HIGHWAY 30 FOR 0.15 MILE TO WHERE THE HIGHWAY TURNS NORTH
 OH0089'INTO MERIDIAN, CONTINUE DUE EAST ON PAVED ROAD FOR 0.85 MILE,
 OH0089'TURN RIGHT, SOUTH, FOR 0.4 MILE TO THE RANCH OF MR. FRED KELLER,
 OH0089'CONTINUE SOUTH FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AT
 OH0089'A METAL WITNESS POST WITH SIGN.  TO CONTINUE TO THE STATION,
 OH0089'TURN RIGHT IN TO THE RANCH YARD FOR ABOUT 100 YARDS THENCE LEFT,
 OH0089'PASSING BETWEEN THE GARAGE AND THE RESIDENCE TO A FENCE
 OH0089'CORNER, TURN RIGHT, WEST, ALONG THE SOUTH SIDE OF THE
 OH0089'FENCE FOR 0.15 MILE TO A CANAL, CROSS CANAL AND TURN SHARP
 OH0089'LEFT ALONG THE WEST BANK OF THE CANAL FOR ABOUT 150 YARDS TO A
 OH0089'POINT WHERE THE FENCE LINE MAKES A SLIGHT BEND TO THE
 OH0089'SOUTH-SOUTHEAST AND THE STATION NEAR THE CORNER POST.
 OH0089'
 OH0089'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN A SQUARE
 OH0089'CONCRETE POST WHICH PROJECTS 2 INCHES AND IS STAMPED IDA 80-27
 OH0089'1959.  IT IS 14 FEET WEST OF THE CANAL BANK, 3.5 FEET EAST OF THE
 OH0089'FENCE LINE AND 3.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 OH0089'ATTACHED.
 OH0089'
 OH0089'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0089'POST PROJECTING 3 INCHES AND STAMPED IDA 80-27 NO 1 1959.  IT
 OH0089'IS 16 FEET WEST OF THE CANAL BANK AND 1 FOOT EAST OF THE
 OH0089'FENCE LINE.
 OH0089'
 OH0089'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0089'POST PROJECTING 3 INCHES AND STAMPED IDA 80-27 NO 2 1959.  IT IS
 OH0089'16 FEET WEST OF THE CANAL BANK AND 1 FOOT EAST OF THE FENCE
 OH0089'LINE.
 OH0089'
 OH0089'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OH0089'POST PROJECTING 3 INCHES AND STAMPED IDA 80-27 1959.  IT IS
 OH0089'24.5 FEET WEST OF THE CENTER LINE OF THE ROAD AND 1 FOOT EAST OF
 OH0089'THE FENCE LINE WHICH FORMS A T AT THE SITE OF THE STATION.
 OH0089'
 OH0089'A 2-WHEEL DRIVE STATION.
 OH0089
 OH0089                          STATION RECOVERY (1959)
 OH0089
 OH0089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0089'1.4 MI SE FROM MERIDIAN.
 OH0089'0.85 MILE EAST ALONG FRANKLIN ROAD FROM THE JUNCTION OF FRANKLIN ROAD
 OH0089'AND U.S. HIGHWAY 30 AT MERIDIAN, THENCE 0.4 MILE SOUTH ON PAVED ROAD,
 OH0089'THENCE 0.15 MILE WEST ON TRACK ROAD TO A CANAL, 14.0 FEET WEST OF THE
 OH0089'CANAL BANK, 3.5 FEET EAST OF A FENCE LINE, 3.5 FEET SOUTH OF A METAL
 OH0089'WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 3
 OH0089'INCHES.
 OH0089
 OH0089                          STATION RECOVERY (1978)
 OH0089
 OH0089'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (JJP)
 OH0089'IDA 80-27 1959 RECOVERED EXCELLENT.
 OH0089'
 OH0089'IDA 80-27 NO 1 1959 RECOVERED EXCELLENT.
 OH0089'
 OH0089'IDA 80-27 NO 2 1959 RECOVERED EXCELLENT.
 OH0089'
 OH0089'IDA 80-27 1959 (AZI. MARK) ONE FOOT SOUTHEAST OF POWER POLE.  BECAUSE
 OH0089'OF BUILDINGS, MARK PROBABLY IS NOT VISIBLE FROM STATION.
 OH0089'
 OH0089'DRIVEWAY TO MR. M.L. EVERETTS RANCH IS ON WEST SIDE OF ROAD AT
 OH0089'AZIMUTH MARK.  GO WEST ON DRIVEWAY AND FIELD ROAD FOR 0.15 MILE TO
 OH0089'BRIDGE OVER HUNTER LATERAL.  CROSS BRIDGE AND TURN NORTHWEST ALONG
 OH0089'DITCH BANK FOR 0.15 MILE TO STATION ON LEFT.
 OH0089'
 OH0089'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE (AIRLINE)
 OH0089'SOUTHEAST OF MERIDIAN.
 OH0089
 OH0089                          STATION RECOVERY (1979)
 OH0089
 OH0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH0089'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 OH0089'WERE RECOVERED IN GOOD CONDITION.  THE THE DISTANCE AND DIRECTION
 OH0089'TO THE REFERENCE MARKS CHECKED.  THE AZIMUTH MARK IS NOT VISIBLE
 OH0089'FROM THE GROUND.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED.
 OH0089'BECAUS OF LOCAL CHANGES A COMPLETE DESCRIPTION FOLLOWS.
 OH0089'T. 3 N., R. 1 E. ABOUT 2 MILES SOUTH OF MERIDIAN.
 OH0089'
 OH0089'TO REACH THE STATION FROM THE POST OFFINE MERIDIAN, GO WEST ON
 OH0089'IDAHO AVENUE FOR 0.1 MILE TO A CROSS STREET.  TURN LEFT AND GO
 OH0089'SOUTH ON MAIN STREET FOR 0.45 MILE TO A CROSS STREET.  TURN LEFT
 OH0089'AND GO EAST ON FRANKLIN ROAD FOR 0.3 TO STRATFORD DRIVE AND A
 OH0089'CEMETARY ENTRANCE ON THE RIGHT. (FROM THIS POINT, TO REACH
 OH0089'THE AZIMUTH MARK CONTINUE EAST ON FRANKLIN ROAD FOR 0.5 MILE TO A
 OH0089'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON LOCUST DRIVE ROAD
 OH0089'FOR 0.55 MILE TO THE MARK ON THE RIGHT).  TURN RIGHT INTO THE
 OH0089'CEMETARY AND GO SOUTHEAST ALONG THE WEST SIDE OF A CANAL THROUGH
 OH0089'THE CEMETARY FOR 0.2 MILE TO A WOOD GATE.  PASS THROUGH THE
 OH0089'GATE AND GO EAST-SOUTHEAST ALONG THE WEST SIDE OF A CANAL FOR
 OH0089'0.4 MILE TO THE STATION ON THE RIGHT.
 OH0089'
 OH0089'THE STATION IS A STANDARD CGS DISK
 OH0089'STAMPED---IDA 80 27 1959---,
 OH0089'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0089'FLUSH WITH GROUND.  IT IS LOCATED
 OH0089'1.2 METERS SOUTH FROM THE APPROXIMATE CENTER OF A TRACK ROAD.
 OH0089'
 OH0089'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH0089'STAMPED---IDA 80 27 NO 1 1959---,
 OH0089'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0089'FLUSH WITH GROUND.  IT IS LOCATED
 OH0089'1.2 METERS SOUTH FROM THE APPROXIMATE CENTER OF THE TRACK ROAD.
 OH0089'MARK IS LEVEL WITH STATION.
 OH0089'
 OH0089'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OH0089'STAMPED---IDA 80 27 NO 2 1959---,
 OH0089'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0089'FLUSH WITH GROUND.  IT IS LOCATED
 OH0089'1.2 METERS SOUTH FROM THE APPROXIMATE CENTER OF THE TRACK ROAD
 OH0089'29.6 METERS SOUTHEAST FROM A CONCRETE BRIDGE.
 OH0089'MARK IS LEVEL WITH STATION.
 OH0089'
 OH0089'AZIMUTH MARK NUMBER 00 IS A STANDARD CGS DISK
 OH0089'STAMPED---IDA 80 27 1959---,
 OH0089'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0089'FLUSH WITH GROUND.  IT IS LOCATED
 OH0089'0.30 METERS EAST-SOUTHEAST FROM A UTILITY POLE.
 OH0089'0.6 METERS EAST FROM A FENCE CORNER POST.
 OH0089'7.303 METERS WEST FROM A TOWNSHIP 1/4 SECTION MARKER IN THE
 OH0089'CENTER OF THE ROAD, STAMPED 1/4 17 18.
 OH0089'
 OH0089'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OH0089'THE 1959 DESCRIPTION STATES THAT THERE IS AN UNDERGROUND MARK.
 OH0089
 OH0089                          STATION RECOVERY (1983)
 OH0089
 OH0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0089'MARK NOT FOUND.
 OH0089
 OH0089                          STATION RECOVERY (2001)
 OH0089
 OH0089'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 OH0089'REACHED FROM THE JUNCTION OF MERIDIAN RD AND FRANKLIN RD AT THE SOUTH
 OH0089'EDGE OF MERIDIAN.  GO EAST ON FRANKLIN RD FOR 0.48 KM (0.30 MI) TO
 OH0089'STRATFORD DRIVE AND A CEMETERY ENTRANCE ON THE RIGHT.  TURN RIGHT IN
 OH0089'TO THE CEMETERY AND GO SOUTHEAST ALONG THE WEST SIDE OF A CANAL FOR
 OH0089'0.96 KM (0.60 MI) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0088 ***********************************************************************
 OH0088  DESIGNATION -  IDA 80 27 AZ MK
 OH0088  PID         -  OH0088
 OH0088  STATE/COUNTY-  ID/ADA
 OH0088  USGS QUAD   -  CLOVERDALE (1979)
 OH0088
 OH0088                         *CURRENT SURVEY CONTROL
 OH0088  ___________________________________________________________________
 OH0088* NAD 83(1986)-  43 35 50.     (N)    116 22 29.     (W)     SCALED    
 OH0088* NAVD 88     -       804.432  (meters)    2639.21   (feet)  ADJUSTED  
 OH0088  ___________________________________________________________________
 OH0088  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 OH0088  DYNAMIC HT  -         804.138 (meters)    2638.24  (feet)  COMP
 OH0088  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 OH0088
 OH0088  VERT ORDER  -  SECOND    CLASS 0
 OH0088
 OH0088.The horizontal coordinates were scaled from a topographic map and have
 OH0088.an estimated accuracy of +/- 6 seconds.
 OH0088
 OH0088.The orthometric height was determined by differential leveling
 OH0088.and adjusted by the National Geodetic Survey in June 1991..
 OH0088
 OH0088.The geoid height was determined by GEOID03.
 OH0088
 OH0088.The dynamic height is computed by dividing the NAVD 88
 OH0088.geopotential number by the normal gravity value computed on the
 OH0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0088.degrees latitude (g = 980.6199 gals.).
 OH0088
 OH0088.The modeled gravity was interpolated from observed gravity values.
 OH0088
 OH0088;                    North         East    Units  Estimated Accuracy
 OH0088;SPC ID W     -   214,630.      749,560.      MT  (+/- 180 meters Scaled)
 OH0088
 OH0088                          SUPERSEDED SURVEY CONTROL
 OH0088
 OH0088  NGVD 29 (??/??/92)  803.482  (m)         2636.09   (f) ADJ UNCH    2 0
 OH0088
 OH0088.Superseded values are not recommended for survey control.
 OH0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0088.See file dsdata.txt to determine how the superseded data were derived.
 OH0088
 OH0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ504273(NAD 83)
 OH0088_MARKER: DZ = AZIMUTH MARK DISK
 OH0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0088_STAMPING: IDA 80 27 1959
 OH0088_MARK LOGO: CGS   
 OH0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0088+STABILITY: SURFACE MOTION
 OH0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0088+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 OH0088
 OH0088  HISTORY     - Date     Condition        Report By
 OH0088  HISTORY     - 1959     MONUMENTED       CGS
 OH0088  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0088  HISTORY     - 20010424 GOOD             IDTD
 OH0088
 OH0088                          STATION DESCRIPTION
 OH0088
 OH0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0088'1.4 MI SE FROM MERIDIAN.
 OH0088'0.85 MILE EAST ALONG FRANKLIN ROAD FROM THE JUNCTION OF FRANKLIN ROAD
 OH0088'AND U.S. HIGHWAY 30 AT MERIDIAN, THENCE 0.55 MILE SOUTH ON PAVED ROAD,
 OH0088'24.5 FEET WEST OF THE CENTERLINE OF THE ROAD, SET IN A SQUARE CONCRETE
 OH0088'POST PROJECTING 3 INCHES.
 OH0088
 OH0088                          STATION RECOVERY (1983)
 OH0088
 OH0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0088'MARK NOT FOUND.
 OH0088
 OH0088                          STATION RECOVERY (2001)
 OH0088
 OH0088'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 OH0088'REACHED FROM THE JUNCTION OF FRANKLIN RD AND MERIDIAN RD IN SOUTH
 OH0088'MERIDIAN.  GO EAST ON FRANKLIN RD FOR 1.36 KM (0.85 MI) TO A SIDE ROAD
 OH0088'RIGHT (LOCUST GROVE) , TURN RIGHT AND GO SOUTH ON LOCUST GROVE FOR
 OH0088'0.88 KM (0.55 MI) TO THE MARK ON THE RIGHT.  IT IS 0.3 M (1.0 FT)
 OH0088'EAST-SOUTHEAST FROM A UTILITY POLE, 7.3 M (24.0 FT) WEST OF A PLASTIC
 OH0088'CAP ON A REBAR DRIVEN IN THE CENTER OF THE ROAD STAMPED TO 8022.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0092 ***********************************************************************
 OH0092  DESIGNATION -  IDA 80 28
 OH0092  PID         -  OH0092
 OH0092  STATE/COUNTY-  ID/ADA
 OH0092  USGS QUAD   -  CLOVERDALE (1979)
 OH0092
 OH0092                         *CURRENT SURVEY CONTROL
 OH0092  ___________________________________________________________________
 OH0092* NAD 83(1992)-  43 36 04.34424(N)    116 21 16.84060(W)     ADJUSTED  
 OH0092* NAVD 88     -       812.161  (meters)    2664.56   (feet)  ADJUSTED  
 OH0092  ___________________________________________________________________
 OH0092  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 OH0092  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 OH0092  DYNAMIC HT  -         811.862 (meters)    2663.58  (feet)  COMP
 OH0092  MODELED GRAV-     980,224.8   (mgal)                       NAVD 88
 OH0092
 OH0092  HORZ ORDER  -  SECOND
 OH0092  VERT ORDER  -  FIRST     CLASS II
 OH0092
 OH0092.The horizontal coordinates were established by classical geodetic methods
 OH0092.and adjusted by the National Geodetic Survey in July 1992..
 OH0092
 OH0092.The orthometric height was determined by differential leveling
 OH0092.and adjusted by the National Geodetic Survey in June 1991..
 OH0092.WARNING-Repeat measurements at this control monument indicate possible
 OH0092.vertical movement.
 OH0092
 OH0092.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0092
 OH0092.The geoid height was determined by GEOID03.
 OH0092
 OH0092.The dynamic height is computed by dividing the NAVD 88
 OH0092.geopotential number by the normal gravity value computed on the
 OH0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0092.degrees latitude (g = 980.6199 gals.).
 OH0092
 OH0092.The modeled gravity was interpolated from observed gravity values.
 OH0092
 OH0092;                    North         East     Units Scale Factor Converg.
 OH0092;SPC ID W     -   215,062.912   751,180.628   MT  0.99996264   -0 25 01.3
 OH0092;UTM  11      - 4,827,783.582   552,083.460   MT  0.99963337   +0 26 42.2
 OH0092
 OH0092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0092!SPC ID W     -   0.99987533  x   0.99996264  =   0.99983798
 OH0092!UTM  11      -   0.99987533  x   0.99963337  =   0.99950875
 OH0092
 OH0092:                Primary Azimuth Mark                     Grid Az
 OH0092:SPC ID W     -  BOISE FAA MARKER MAST                    098 56 17.1
 OH0092:UTM  11      -  BOISE FAA MARKER MAST                    098 04 33.6
 OH0092
 OH0092|---------------------------------------------------------------------|
 OH0092| PID    Reference Object                     Distance      Geod. Az  |
 OH0092|                                                           dddmmss.s |
 OH0092| OH1274 BOISE FAA MARKER MAST               APPROX. 3.2 KM 0983115.8 |
 OH0092| OH0093 IDA 80 28 RM 1                       23.672 METERS 13136     |
 OH0092| OH1275 IDA 80 28 ECC 16193                  26.937 METERS 20355     |
 OH0092| OH0091 IDA 80 28 RM 2                       17.592 METERS 31159     |
 OH0092| OH0090 IDA 80 28 AZ MK                                    3573529.8 |
 OH0092|---------------------------------------------------------------------|
 OH0092
 OH0092                          SUPERSEDED SURVEY CONTROL
 OH0092
 OH0092  NAD 83(1986)-  43 36 04.34431(N)    116 21 16.83819(W) AD(       ) 2
 OH0092  NAD 27      -  43 36 04.75182(N)    116 21 13.39424(W) AD(       ) 2
 OH0092  NGVD 29 (??/??/92)  811.239  (m)         2661.54   (f) ADJ UNCH    1 2
 OH0092
 OH0092.Superseded values are not recommended for survey control.
 OH0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0092.See file dsdata.txt to determine how the superseded data were derived.
 OH0092
 OH0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5208327784(NAD 83)
 OH0092_MARKER: DS = TRIANGULATION STATION DISK
 OH0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0092_SP_SET: CONCRETE POST
 OH0092_STAMPING: IDA 80 28 1959
 OH0092_MARK LOGO: CGS   
 OH0092_PROJECTION: FLUSH
 OH0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0092+STABILITY: SURFACE MOTION
 OH0092
 OH0092  HISTORY     - Date     Condition        Report By
 OH0092  HISTORY     - 1959     MONUMENTED       CGS
 OH0092  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OH0092  HISTORY     - 1971     GOOD             NGS
 OH0092  HISTORY     - 1974     SEE DESCRIPTION  MCTUER
 OH0092  HISTORY     - 1978     GOOD             NGS
 OH0092  HISTORY     - 1983     GOOD             NGS
 OH0092  HISTORY     - 1983     POOR             NGS
 OH0092  HISTORY     - 1984     GOOD             NGS
 OH0092  HISTORY     - 19840516 GOOD             NGS
 OH0092
 OH0092                          STATION DESCRIPTION
 OH0092
 OH0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0092'THE STATION IS 1.4 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAY
 OH0092'30 AND STATE ROUTE 69 WHERE THE TWO HIGHWAYS INTERSECT EAST OF
 OH0092'MERIDIAN AND ON THE LEFT OF THE ROAD JUST AFTER CROSSING A CANAL.
 OH0092'IT IS ABOUT 0.1 MILE NORTH OF THE FIELD BUILDINGS OF RADIO
 OH0092'STATION KBOI AND 300 FEET NORTHWEST OF THE MOST NORTHERLY ONE OF
 OH0092'THREE RADIO TOWERS.
 OH0092'
 OH0092'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN A CYLINDRICAL
 OH0092'CONCRETE POST PROJECTING 6 INCHES AND STAMPED IDA 80-28 1959.
 OH0092'IT IS 17 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD, 7 FEET
 OH0092'SOUTHWEST OF THE SOUTHWEST BANK OF THE CANAL, 7 FEET
 OH0092'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 5 FEET WEST OF THE
 OH0092'RIGHT OF WAY FENCE LINE.
 OH0092'
 OH0092'REFERENCE MARK 1 IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE
 OH0092'POST PROJECTING 7 INCHES AND IS STAMPED IDA 80-28 NO 1 1959.  IT
 OH0092'77 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD AND 5 FEET
 OH0092'SOUTHWEST OF THE SOUTHWEST BANK OF THE CANAL.
 OH0092'
 OH0092'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 OH0092'THE NORTH HEADWALL OF THE HEADGATE ACROSS THE CANAL AND STAMPED
 OH0092'IDA 80-28 NO 1 1959.  IT IS 26 FEET WEST OF THE CENTER LINE OF
 OH0092'THE PAVED ROAD AND FLUSH WITH THE TOP OF THE HEADWALL.
 OH0092'
 OH0092'THE AZIMUTH MARK IS SET AT THE SOUTHWEST CORNER OF THE FIRST
 OH0092'CROSS ROAD NORTH OF THE STATION, 22 FEET SOUTH OF THE EAST-WEST
 OH0092'ROAD AND 21 FEET WEST OF THE NORTH-SOUTH ROAD, 31 FEET SOUTHWEST
 OH0092'OF THE INTERSECTION OF THE TWO ROADS, 1.7 FEET SOUTHEAST OF
 OH0092'A METAL WITNESS POST WITH SIGN ATTACHED.  IT IS A STANDARD DISK
 OH0092'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURROUNDING SURFACE
 OH0092'AND STAMPED IDA 80-28 1959.
 OH0092'
 OH0092'A 2-WHEEL DRIVE STATION.
 OH0092
 OH0092                          STATION RECOVERY (1971)
 OH0092
 OH0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OH0092'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 OH0092'RECOVERED AS DESCRIBED.  A DIFFERENCE IN THE HORIZONTAL ANGLE
 OH0092'BETWEEN THE REFERENCE MARKS WAS FOUND.  THE RADIO TOWERS HAVE BEEN
 OH0092'REMOVED, AND OTHER LANDMARKS HAVE CHANGED.  A NEW AND COMPLETE
 OH0092'DESCRIPTION FOLLOWS--
 OH0092'
 OH0092'THE STATION IS 3 MILES EAST OF MERIDIAN ON THE EAST RIGHT-OF-WAY
 OH0092'OF EAGLE ROAD.
 OH0092'
 OH0092'TO REACH THE STATION FROM THE MERIDIAN POST OFFICE GO WEST ON
 OH0092'IDAHO AVENUE FOR 0.05 MILE TO U.S. HIGHWAY 30, AND STATE HIGHWAY
 OH0092'69, TURN RIGHT, AND GO NORTH, AND EAST ON U.S. HIGHWAY 30, AND
 OH0092'STATE HIGHWAY 69 FOR 2.4 MILES TO THEIR JUNCTION, AND EAGLE ROAD
 OH0092'ON THE RIGHT, TURN RIGHT, AND GO SOUTH ON EAGLE ROAD FOR 1.0 MILE
 OH0092'TO THE JUNCTION WITH FRANKLIN ROAD, AT A CROSSROAD, AND THE
 OH0092'AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE CROSSROAD.  CONTINUE
 OH0092'SOUTH ON EAGLE ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 OH0092'
 OH0092'THE STATION MARK, STAMPED IDA 80-28 1959, IS A TRAVERSE DISK
 OH0092'SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN
 OH0092'DIAMETER, AND PROJECTS 2 INCHES.  IT IS 1/4 MILE NORTH OF WHERE
 OH0092'EAGLE ROAD CROSSES INTERSTATE 80N, 48 FEET SOUTH OF MR. RAY
 OH0092'RICHARDSONS MAILBOX, 37 FEET SOUTH OF A FENCE CORNER, 15 FEET
 OH0092'SOUTH OF AN IRRIGATION CANAL, 5 FEET WEST OF THE NORTH END OF
 OH0092'A GATE INTO THE PASTURE, 4 FEET SOUTHWEST OF A POWER POLE, AND
 OH0092'1 FOOT SOUTH OF A METAL WITNESS POST.  (NOTE 1B AND 7A)
 OH0092'
 OH0092'REFERENCE MARK NO. 1, STAMPED IDA 80-28 NO 1 1959, IS A STANDARD
 OH0092'DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES
 OH0092'IN DIAMETER, AND PROJECTS 6 INCHES, 79 FEET SOUTHEAST OF THE
 OH0092'WITNESS POST, 63 FEET SOUTHEAST OF THE SOUTH END OF THE GATE,
 OH0092'AND 5 FEET SOUTH OF AN IRRIGATION DITCH.  (NOTE 11B)
 OH0092'
 OH0092'REFERENCE MARK NO. 2, STAMPED IDA 80-28 NO 2 1959, IS A STANDARD
 OH0092'DISK CEMENTED IN A DRILL HOLE IN THE NORTH HEADWALL OF THE
 OH0092'HEADGATE ACROSS THE CANAL, 58 FEET NORTHWEST OF THE WITNESS POST,
 OH0092'26 FEET WEST OF THE CENTER OF EAGLE ROAD, 21 FEET SOUTH OF A
 OH0092'T FENCE CORNER, AND 2 FEET NORTHWEST OF TELEPHONE POLE NO. 67.
 OH0092'
 OH0092'THE AZIMUTH MARK, STAMPED IDA 80-28 1959, IS A STANDARD DISK SET
 OH0092'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES,
 OH0092'22 FEET WEST OF THE CENTER OF EAGLE ROAD, 21 FEET SOUTH OF THE
 OH0092'CENTER OF FRANKLIN ROAD, AND 2 FEET NORTHEAST OF TELEPHONE POLE
 OH0092'NO. 67.  (NOTE 16A)
 OH0092'
 OH0092'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST
 OH0092'OF MERIDIAN
 OH0092
 OH0092                          STATION RECOVERY (1971)
 OH0092
 OH0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OH0092'3 MI E FROM MERIDIAN.
 OH0092'REACHED FROM THE MERIDIAN POST OFFICE GO WEST ON IDAHO AVENUE FOR 0.05
 OH0092'MILE TO U.S. HIGHWAY 30, AND STATE HIGHWAY 69, TURN RIGHT, AND GO
 OH0092'NORTH, AND EAST ON U.S. HIGHWAY 30, AND STATE HIGHWAY 69 FOR 2.4 MILES
 OH0092'TO THEIR JUNCTION, AND EAGLE ROAD ON THE RIGHT, TURN RIGHT, AND GO
 OH0092'SOUTH ON EAGLE ROAD FOR 1.3 MILES TO THE BENCH MARK ON THE LEFT, JUST
 OH0092'AFTER CROSSING AN IRRIGATION CANAL.  IT IS 1/4 MILE NORTH OF WHERE
 OH0092'EAGLE ROAD CROSSES INTERSTATE 80N, 48 FEET SOUTH OF MR. RAY
 OH0092'RICHARDSONS MAILBOX, 37 FEET SOUTH OF A FENCE CORNER, 15 FEET SOUTH OF
 OH0092'AN IRRIGATION CANAL, 5 FEET WEST OF THE NORTH END OF A GATE INTO THE
 OH0092'PASTURE, 4 FEET SOUTHWEST OF A POWER POLE, AND 1 FOOT SOUTH OF A METAL
 OH0092'WITNESS POST SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES
 OH0092'IN DIAMETER, AND PROJECTS 2 INCHES.
 OH0092
 OH0092                          STATION RECOVERY (1974)
 OH0092
 OH0092'RECOVERY NOTE BY MCCARTER AND TULLER INCORPORATED 1974 (JK)
 OH0092'IDA 80-28 1959-RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH0092'
 OH0092'IDA 80-28 NO 1 1959-RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH0092'
 OH0092'IDA 80-28 NO 2 1959-RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH0092'
 OH0092'AZIMUTH MARK NOT RECOVERED AT THIS TIME.
 OH0092'
 OH0092'RADIO STATION BUILDINGS AND TOWERS NO LONGER EXIST AT THIS
 OH0092'LOCATION.
 OH0092
 OH0092                          STATION RECOVERY (1978)
 OH0092
 OH0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH0092'THE STATION, REFEREMCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OH0092'CONDITION, AND THE AZIMUTH MARK WAS RECOVERD IN POOR
 OH0092'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS 0.007 METER
 OH0092'LONGER, THE DISTANCE TO REFERENCE MARK 2 WAS 0.012 METER LONGER,
 OH0092'HOWEVER THE DIRECTION TO BOTH REFERENCE MARKS 1 AND 2 DID COMPARE
 OH0092'FAVORABLY WITH THE 1971 DATA.  BOISE FAA MARKER MAST WAS USED FOR
 OH0092'THE AZIMUTH.
 OH0092'THE STATION IS LOCATED 8 MILES WEST-SOUTHWEST OF THE STATE
 OH0092'CAPITOL BUILDING IN DOWNTOWN BOISE, 2 MILES SOUTHEAST OF
 OH0092'MERIDIAN AND ON THE ROAD RIGHT-OF-WAY FOR EAGEL ROAD.
 OH0092'
 OH0092'TO REACH THE STATION FROM THE POST OFFICE IN MERIDIAN GO WEST ON
 OH0092'IDAHO AVENUE FOR 0.1 MILE, TURN LEFT AND GO SOUTH ON U.S. HIGHWAY
 OH0092'30 FOR 0.45 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 OH0092'FRANKLIN ROAD FOR 1.8 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 OH0092'SOUTH ON EAGEL ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 OH0092'
 OH0092'THE STATION IS A STANDARD  CGS DISK
 OH0092'STAMPED---IDA 80 28 1959---,
 OH0092'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 OH0092'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0092'1.0 FEET SOUTH FROM THE METAL WITNESS POST.
 OH0092'5.0 FEET SOUTH FROM A TELEPHONE POLE WITH A TRANSFORMER.
 OH0092'18.0 FEET NORTH FROM THE CENTER OF A DIRT ROAD.
 OH0092'19.1 FEET EAST FROM THE CENTER OF EAGEL ROAD.
 OH0092'
 OH0092'REFERENCE MARK NUMBER 01 IS A STANDARD  CGS DISK
 OH0092'STAMPED---IDA 80 28 NO 1 1959---,
 OH0092'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 OH0092'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0092'5.2 FEET NORTH FROM THE CENTER OF THE DIRT ROAD.
 OH0092'78.8 FEET EAST FROM THE METAL WITNESS POST.
 OH0092'79.0 FEET EAST FROM THE CENTER OF EAGEL ROAD.
 OH0092'MARK IS LEVEL WITH STATION.
 OH0092'
 OH0092'REFERENCE MARK NUMBER 02 IS A STANDARD  CGS DISK
 OH0092'STAMPED---IDA 80 28 NO 2 1959---,
 OH0092'SET INTO A DRILL HOLE IN THE NORTH HEADWALL OF THE GATE ACROSS
 OH0092'THE CANAL.
 OH0092'IT IS LOCATED
 OH0092'18.1 FEET SOUTH FROM A UTILITY POLE.
 OH0092'24.4 FEET WEST FROM THE CENTER OF EAGEL ROAD.
 OH0092'52.0 FEET WEST FROM THE METAL WITNESS POST.
 OH0092'MARK IS LEVEL WITH STATION.
 OH0092'
 OH0092'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METER.
 OH0092
 OH0092                          STATION RECOVERY (1983)
 OH0092
 OH0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0092'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.1 KM
 OH0092'(3.2 MI) WEST ALONG THE UNION PACIFIC RAILROAD TRACKS FROM THE STATION
 OH0092'AT BOISE, THENCE 6.1 KM (3.8 MI) WEST ALONG FRANKLIN ROAD, THENCE
 OH0092'0.35 KM (0.25 MI) SOUTH ALONG FISK ROAD, IN THE SOUTHEAST CORNER OF
 OH0092'SNIDER LATERAL CROSSING, 5.3 METERS (17 FT) EAST OF THE CENTER OF FISK
 OH0092'ROAD, 4.5 METERS (15 FT) NORTH OF THE CENTER OF A TRACK ROAD,
 OH0092'1.2 METERS (4 FT) SOUTH OF A POWER POLE.
 OH0092'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 OH0092'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OH0092
 OH0092                          STATION RECOVERY (1983)
 OH0092
 OH0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0092'MARK RECOVERED IN POOR CONDITION.
 OH0092
 OH0092                          STATION RECOVERY (1984)
 OH0092
 OH0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OH0092'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 OH0092'FROM THE MERIDIAN STREET OVERPASS OVER I 84, GO SOUTH ON MERIDIAN FOR
 OH0092'0.3 KM (0.20 MI) TURN LEFT ONTO OVERLAND ROAD AND GO EAST 3.2 KM
 OH0092'(2.00 MI) TO SOUTH EAGLE STREET, TURN LEFT AND GO 1.1 KM (0.70 MI) TO
 OH0092'THE MARK ON THE RIGHT, 17.59 METERS SOUTHEAST OF RM 2, 16.8 METERS
 OH0092'EAST NORTHEAST OF RM 3, 5.5 METERS EAST FROM THE CENTERLINE OF SOUTH
 OH0092'EAGLE ROAD, 4.3 METERS SOUTH FROM THE CENTER OF A CANAL, 6.0 METERS
 OH0092'NORTH OF THE CENTERLINE OF A TRACK ROAD, 1.37 METERS SOUTHWEST FROM A
 OH0092'POWERPOLE AND 0.3 METER SOUTH FROM A WITNESS POST.
 OH0092
 OH0092                          STATION RECOVERY (1984)
 OH0092
 OH0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OH0092'THE STATION AND REFERENCE 2 WERE RECOVERED IN GOOD CONDITION.  RM 1
 OH0092'WAS SEARCHED FOR BUT NOT FOUND.  THE AZ MK WAS SEARCHED FOR BUT NOT
 OH0092'FOUND.  IT MIGHT STILL BE IN PLACE BUT COVERED BY ASPHALT.  RM 3 AND A
 OH0092'NEW AZ MK WERE ESTABLISHED AT THIS TIME.  THE STATION IS ABOUT 4.8 KM
 OH0092'(3.00 MI) E OF MERIDIAN ON THE RIGHT OF WAY OF EAGLE ROAD.  TO REACH
 OH0092'THE STATION FROM THE MERIDIAN STREET OVERPASS OVER I 84 GO S ON
 OH0092'MERIDIAN FOR 0.2 MILE (0.3 KM) TURN LEFT ONTO OVERLAND ROAD AND GO 2.0
 OH0092'MILE (3.2 KM) TO S EAGLE STREET, TURN LEFT AND GO 0.4 MILE (0.6 KM) TO
 OH0092'THE AZ MK ON THE LEFT.  CONTINUE S FOR 0.3 MILE (0.5 KM) TO THE
 OH0092'STATION ON THE RIGHT.
 OH0092' 
 OH0092'THE STATION IS A STANDARD USCGS DISK STAMPED---IDA 80 28 1959---, SET
 OH0092'INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER,
 OH0092'PROJECTING 2.5 CM ABOVE THE GROUND. THE STATION IS LOCATED 18.0 FT
 OH0092'(5.5 M) E FROM THE CENTERLINE OF S EAGLE ROAD, 14.1 FT (4.3 M) S FROM
 OH0092'THE CENTER OF A CANAL, 19.7 FT (6.0 M) N FROM THE CENTERLINE OF A
 OH0092'TRACK ROAD RUNNING SE ALONG THE CANAL, 4.49 FT (1.37 M) SW FROM A
 OH0092'POWER POLE, 1.0 FT (0.3 M) S FROM A WITNESS POST.  RM NO 2 IS A
 OH0092'STANDARD USCGS DISK STAMPED---IDA 80 28 NO 2 1959---, SET INTO A DRILL
 OH0092'HOLE IN THE N HEADWALL OF MAIN CANAL.  THE STATION IS LOCATED 24.9 FT
 OH0092'(7.6 M) W FROM THE CENTERLINE OF S EAGLE ROAD, 18.4 FT (5.6 M) SSW
 OH0092'FROM A POWER POLE, 1.3 FT (0.4 M) W FROM THE E END OF THE HEADWALL,
 OH0092'AND SAME ELEVATION AS THE STATION.  RM NO 3 IS A STANDARD NGS DISK
 OH0092'STAMPED---IDA 80 28 1959 N 3 1984---, SET INTO THE TOP OF A ROUND
 OH0092'CONCRETE MONUMENT, 25 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION
 OH0092'IS LOCATED 29.9 FT (9.1 M) W FROM THE CENTERLINE OF EAGLE ROAD, 9.19
 OH0092'FT (2.80 M) S FROM A FENCE CORNER, 1.0 FT (0.3 M) E FROM A FENCE, AND
 OH0092'1.0 FT (0.3 M) LOWER THAN THE STATION.  AZ MK NO 2 IS A STANDARD NGS
 OH0092'DISK STAMPED---IDA 80 28 1959 NO 2 1984---, SET INTO A DRILL HOLE IN
 OH0092'THE NW END OF BRIDGE OVER FREEWAY.  THE STATION IS LOCATED 15.4 FT
 OH0092'(4.7 M) W FROM THE CENTERLINE OF S EAGLE RD, 24.6 FT (7.5 M) S FROM
 OH0092'THE CENTERLINE OF FREEWAY DRIVE, 0.3 FT (9.1 CM) S FROM THE NW END OF
 OH0092'THE BRIDGE.  TO REACH THE AZ MK FROM THE STATION GO S 0.3 MILE (0.5
 OH0092'KM) TO THE BRIDGE OVER THE FREEWAY AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0090 ***********************************************************************
 OH0090  DESIGNATION -  IDA 80 28 AZ MK
 OH0090  PID         -  OH0090
 OH0090  STATE/COUNTY-  ID/ADA
 OH0090  USGS QUAD   -  CLOVERDALE (1979)
 OH0090
 OH0090                         *CURRENT SURVEY CONTROL
 OH0090  ___________________________________________________________________
 OH0090* NAD 83(1986)-  43 36 17.     (N)    116 21 18.     (W)     SCALED    
 OH0090* NAVD 88     -       811.591  (meters)    2662.69   (feet)  ADJUSTED  
 OH0090  ___________________________________________________________________
 OH0090  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 OH0090  DYNAMIC HT  -         811.293 (meters)    2661.72  (feet)  COMP
 OH0090  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 OH0090
 OH0090  VERT ORDER  -  SECOND    CLASS 0
 OH0090
 OH0090.The horizontal coordinates were scaled from a topographic map and have
 OH0090.an estimated accuracy of +/- 6 seconds.
 OH0090
 OH0090.The orthometric height was determined by differential leveling
 OH0090.and adjusted by the National Geodetic Survey in June 1991..
 OH0090
 OH0090.The geoid height was determined by GEOID03.
 OH0090
 OH0090.The dynamic height is computed by dividing the NAVD 88
 OH0090.geopotential number by the normal gravity value computed on the
 OH0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0090.degrees latitude (g = 980.6199 gals.).
 OH0090
 OH0090.The modeled gravity was interpolated from observed gravity values.
 OH0090
 OH0090;                    North         East    Units  Estimated Accuracy
 OH0090;SPC ID W     -   215,450.      751,160.      MT  (+/- 180 meters Scaled)
 OH0090
 OH0090                          SUPERSEDED SURVEY CONTROL
 OH0090
 OH0090  NGVD 29 (??/??/92)  810.640  (m)         2659.57   (f) ADJ UNCH    2 0
 OH0090
 OH0090.Superseded values are not recommended for survey control.
 OH0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0090.See file dsdata.txt to determine how the superseded data were derived.
 OH0090
 OH0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ520281(NAD 83)
 OH0090_MARKER: DZ = AZIMUTH MARK DISK
 OH0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0090_SP_SET: MONUMENT
 OH0090_STAMPING: IDA 80-28 1959
 OH0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0090
 OH0090  HISTORY     - Date     Condition        Report By
 OH0090  HISTORY     - 1959     MONUMENTED       CGS
 OH0090  HISTORY     - 1971     GOOD             NGS
 OH0090  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0090
 OH0090                          STATION DESCRIPTION
 OH0090
 OH0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0090'3 MI E FROM MERIDIAN.
 OH0090'REACHED FROM THE MERIDIAN POST OFFICE GO WEST ON IDAHO AVENUE FOR 0.05
 OH0090'MILE TO U.S. HIGHWAY 30, AND STATE HIGHWAY 69, TURN RIGHT, AND GO
 OH0090'NORTH, AND EAST ON U.S. HIGHWAY 30, AND STATE HIGHWAY 69 FOR 2.4 MILES
 OH0090'TO THEIR JUNCTION, AND EAGLE ROAD ON THE RIGHT, TURN RIGHT, AND GO
 OH0090'SOUTH ON EAGLE ROAD FOR 1.0 MILE TO THE JUNCTION WITH FRANKLIN ROAD,
 OH0090'AT A CROSSROAD, AND THE BENCH MARK IN THE SOUTHWEST ANGLE OF THE
 OH0090'CROSSROAD.  IT IS 22 FEET WEST OF THE CENTER OF EAGLE ROAD, 21 FEET
 OH0090'SOUTH OF THE CENTER OF FRANKLIN ROAD, AND 2 FEET NORTHEAST OF
 OH0090'TELEPHONE POLE NO. 67 SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OH0090'PROJECTS 3 INCHES.
 OH0090
 OH0090                          STATION RECOVERY (1983)
 OH0090
 OH0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1275 ***********************************************************************
 OH1275  DESIGNATION -  IDA 80 28 ECC 16193
 OH1275  PID         -  OH1275
 OH1275  STATE/COUNTY-  ID/ADA
 OH1275  USGS QUAD   -  CLOVERDALE (1979)
 OH1275
 OH1275                         *CURRENT SURVEY CONTROL
 OH1275  ___________________________________________________________________
 OH1275* NAD 83(1992)-  43 36 03.54640(N)    116 21 17.32758(W)     ADJUSTED  
 OH1275* NAVD 88     -       811.77   (+/-2cm)    2663.3    (feet)  VERTCON   
 OH1275  ___________________________________________________________________
 OH1275  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 OH1275  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 OH1275
 OH1275  HORZ ORDER  -  FIRST
 OH1275  VERT ORDER  -  THIRD ? (See Below)
 OH1275
 OH1275.The horizontal coordinates were established by classical geodetic methods
 OH1275.and adjusted by the National Geodetic Survey in July 1992..
 OH1275
 OH1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1275.The vertical order pertains to the NGVD 29 superseded value.
 OH1275
 OH1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1275
 OH1275.The geoid height was determined by GEOID03.
 OH1275
 OH1275;                    North         East     Units Scale Factor Converg.
 OH1275;SPC ID W     -   215,038.370   751,169.527   MT  0.99996265   -0 25 01.6
 OH1275;UTM  11      - 4,827,758.884   552,072.733   MT  0.99963335   +0 26 41.8
 OH1275
 OH1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1275!SPC ID W     -   0.99987539  x   0.99996265  =   0.99983805
 OH1275!UTM  11      -   0.99987539  x   0.99963335  =   0.99950879
 OH1275
 OH1275:                Primary Azimuth Mark                     Grid Az
 OH1275:SPC ID W     -  BOISE FAA MARKER MAST                    098 28 38.9
 OH1275:UTM  11      -  BOISE FAA MARKER MAST                    097 36 55.5
 OH1275
 OH1275|---------------------------------------------------------------------|
 OH1275| PID    Reference Object                     Distance      Geod. Az  |
 OH1275|                                                           dddmmss.s |
 OH1275| OH1274 BOISE FAA MARKER MAST               APPROX. 3.2 KM 0980337.3 |
 OH1275| OH1280 MERIDIAN SOUTH MUN TANK             APPROX. 2.8 KM 2694115.9 |
 OH1275|---------------------------------------------------------------------|
 OH1275
 OH1275                          SUPERSEDED SURVEY CONTROL
 OH1275
 OH1275  NAD 83(1986)-  43 36 03.54676(N)    116 21 17.32499(W) AD(       ) 1
 OH1275  NAD 27      -  43 36 03.95399(N)    116 21 13.88125(W) AD(       ) 1
 OH1275  NGVD 29 (07/19/86)  810.82   (m)         2660.2    (f) LEVELING    3  
 OH1275
 OH1275.Superseded values are not recommended for survey control.
 OH1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1275.See file dsdata.txt to determine how the superseded data were derived.
 OH1275
 OH1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5207327759(NAD 83)
 OH1275_MARKER: I = METAL ROD
 OH1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1275_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OH1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1275+STABILITY: SURFACE MOTION
 OH1275
 OH1275  HISTORY     - Date     Condition        Report By
 OH1275  HISTORY     - 1978     MONUMENTED       NGS
 OH1275
 OH1275                          STATION DESCRIPTION
 OH1275
 OH1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH1275'THE STATION IS LOCATED 8 MILES WEST-SOUTHWEST OF THE STATE
 OH1275'CAPITOL BUILDING IN DOWNTOWN BOISE, 2 MILES SOUTHEAST OF
 OH1275'MERIDIAN AND ON THE ROAD RIGHT-OF-WAY FOR EAGLE ROAD.
 OH1275'
 OH1275'TO REACH THE STATION FROM THE POST OFFICE IN MERIDIAN GO WEST ON
 OH1275'IDAHO AVENUE FOR 0.1 MILE TO A CROSSROAD, U.S. HIGHWAY 30.
 OH1275'TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 30 FOR 0.45 MILE TO A
 OH1275'CROSSROAD.  TURN LEFT AND GO EAST ON FRANKLIN ROAD FOR 1.8
 OH1275'MILES TO A CROSSROAD, EAGEL ROAD.  TURN RIGHT AND GO SOUTH ON
 OH1275'EAGEL ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 OH1275'
 OH1275'THE STATION IS A 3/8 INCH STEEL ROD,
 OH1275'PROJECTING 3 INCHES ABOVE THE MONUMENT, AND
 OH1275'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 OH1275'PROJECTING 10 CM ABVG THE GROUND.  IT IS LOCATED
 OH1275'11.4 FEET EAST FROM THE BARBED WIRE FENCE.
 OH1275'19.1 FEET WEST FROM THE CENTER OF SOUTH EAGLE ROAD.
 OH1275'89.3 FEET SOUTH-SOUTHWEST FROM THE METAL WITNESS POST.
 OH1275'
 OH1275'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE ARE NO
 OH1275'REFERENCE MARKS FOR THIS STATION.
 OH1275'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0093 ***********************************************************************
 OH0093  DESIGNATION -  IDA 80 28 RM 1
 OH0093  PID         -  OH0093
 OH0093  STATE/COUNTY-  ID/ADA
 OH0093  USGS QUAD   -  CLOVERDALE (1979)
 OH0093
 OH0093                         *CURRENT SURVEY CONTROL
 OH0093  ___________________________________________________________________
 OH0093* NAD 83(1986)-  43 36 05.     (N)    116 21 17.     (W)     SCALED    
 OH0093* NAVD 88     -       812.448  (meters)    2665.51   (feet)  ADJUSTED  
 OH0093  ___________________________________________________________________
 OH0093  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 OH0093  DYNAMIC HT  -         812.149 (meters)    2664.53  (feet)  COMP
 OH0093  MODELED GRAV-     980,224.7   (mgal)                       NAVD 88
 OH0093
 OH0093  VERT ORDER  -  SECOND    CLASS 0
 OH0093
 OH0093.The horizontal coordinates were scaled from a topographic map and have
 OH0093.an estimated accuracy of +/- 6 seconds.
 OH0093
 OH0093.The orthometric height was determined by differential leveling
 OH0093.and adjusted by the National Geodetic Survey in June 1991..
 OH0093
 OH0093.The geoid height was determined by GEOID03.
 OH0093
 OH0093.The dynamic height is computed by dividing the NAVD 88
 OH0093.geopotential number by the normal gravity value computed on the
 OH0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0093.degrees latitude (g = 980.6199 gals.).
 OH0093
 OH0093.The modeled gravity was interpolated from observed gravity values.
 OH0093
 OH0093;                    North         East    Units  Estimated Accuracy
 OH0093;SPC ID W     -   215,080.      751,180.      MT  (+/- 180 meters Scaled)
 OH0093
 OH0093                          SUPERSEDED SURVEY CONTROL
 OH0093
 OH0093  NGVD 29 (??/??/92)  811.498  (m)         2662.39   (f) ADJ UNCH    2 0
 OH0093
 OH0093.Superseded values are not recommended for survey control.
 OH0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0093.See file dsdata.txt to determine how the superseded data were derived.
 OH0093
 OH0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ520278(NAD 83)
 OH0093_MARKER: DR = REFERENCE MARK DISK
 OH0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0093_SP_SET: MONUMENT
 OH0093_STAMPING: IDA 80-28 NO 1 1959
 OH0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0093
 OH0093  HISTORY     - Date     Condition        Report By
 OH0093  HISTORY     - 1959     MONUMENTED       CGS
 OH0093  HISTORY     - 1971     GOOD             NGS
 OH0093  HISTORY     - 1983     POOR             NGS
 OH0093
 OH0093                          STATION DESCRIPTION
 OH0093
 OH0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0093'3 MI E FROM MERIDIAN.
 OH0093'REACHED FROM THE MERIDIAN POST OFFICE GO WEST ON IDAHO AVENUE FOR 0.05
 OH0093'MILE TO U.S. HIGHWAY 30, AND STATE HIGHWAY 69, TURN RIGHT, AND GO
 OH0093'NORTH, AND EAST ON U.S. HIGHWAY 30, AND STATE HIGHWAY 69 FOR 2.4 MILES
 OH0093'TO THEIR JUNCTION, AND EAGLE ROAD ON THE RIGHT, TURN RIGHT, AND GO
 OH0093'SOUTH ON EAGLE ROAD FOR 1.3 MILES TO THE BENCH MARK ON THE LEFT. IT IS
 OH0093'77.64 FEET SOUTHEAST OF TRAVERSE STATION IDA 80-28 1959, 63 FEET
 OH0093'SOUTHEAST OF THE SOUTH END OF A GATE INTO THE PASTURE, AND 5 FEET
 OH0093'SOUTH OF AN IRRIGATION DITCH SET IN A CYLINDRICAL CONCRETE MONUMENT
 OH0093'THAT IS 12-INCHES IN DIAMETER, AND PROJECTS 6 INCHES.
 OH0093
 OH0093                          STATION RECOVERY (1983)
 OH0093
 OH0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0093'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0091 ***********************************************************************
 OH0091  DESIGNATION -  IDA 80 28 RM 2
 OH0091  PID         -  OH0091
 OH0091  STATE/COUNTY-  ID/ADA
 OH0091  USGS QUAD   -  CLOVERDALE (1979)
 OH0091
 OH0091                         *CURRENT SURVEY CONTROL
 OH0091  ___________________________________________________________________
 OH0091* NAD 83(1986)-  43 36 06.     (N)    116 21 17.     (W)     SCALED    
 OH0091* NAVD 88     -       812.171  (meters)    2664.60   (feet)  ADJUSTED  
 OH0091  ___________________________________________________________________
 OH0091  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 OH0091  DYNAMIC HT  -         811.872 (meters)    2663.62  (feet)  COMP
 OH0091  MODELED GRAV-     980,224.7   (mgal)                       NAVD 88
 OH0091
 OH0091  VERT ORDER  -  SECOND    CLASS 0
 OH0091
 OH0091.The horizontal coordinates were scaled from a topographic map and have
 OH0091.an estimated accuracy of +/- 6 seconds.
 OH0091
 OH0091.The orthometric height was determined by differential leveling
 OH0091.and adjusted by the National Geodetic Survey in June 1991..
 OH0091
 OH0091.The geoid height was determined by GEOID03.
 OH0091
 OH0091.The dynamic height is computed by dividing the NAVD 88
 OH0091.geopotential number by the normal gravity value computed on the
 OH0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0091.degrees latitude (g = 980.6199 gals.).
 OH0091
 OH0091.The modeled gravity was interpolated from observed gravity values.
 OH0091
 OH0091;                    North         East    Units  Estimated Accuracy
 OH0091;SPC ID W     -   215,110.      751,180.      MT  (+/- 180 meters Scaled)
 OH0091
 OH0091                          SUPERSEDED SURVEY CONTROL
 OH0091
 OH0091  NGVD 29 (??/??/92)  811.220  (m)         2661.48   (f) ADJ UNCH    2 0
 OH0091
 OH0091.Superseded values are not recommended for survey control.
 OH0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0091.See file dsdata.txt to determine how the superseded data were derived.
 OH0091
 OH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ520278(NAD 83)
 OH0091_MARKER: DR = REFERENCE MARK DISK
 OH0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0091_SP_SET: HEADGATE
 OH0091_STAMPING: IDA 80-28 NO 2 1959
 OH0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0091
 OH0091  HISTORY     - Date     Condition        Report By
 OH0091  HISTORY     - 1959     MONUMENTED       CGS
 OH0091  HISTORY     - 1959     GOOD             NGS
 OH0091  HISTORY     - 1983     GOOD             NGS
 OH0091
 OH0091                          STATION DESCRIPTION
 OH0091
 OH0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0091'3 MI E FROM MERIDIAN.
 OH0091'REACHED FROM THE MERIDIAN POST OFFICE GO WEST ON IDAHO AVENUE FOR 0.05
 OH0091'MILE TO U.S. HIGHWAY 30, AND STATE HIGHWAY 69, TURN RIGHT, AND GO
 OH0091'NORTH, AND EAST ON U.S. HIGHWAY 30, AND STATE HIGHWAY 69 FOR 2.4 MILES
 OH0091'TO THEIR JUNCTION, AND EAGLE ROAD ON THE RIGHT, TURN RIGHT, AND GO
 OH0091'SOUTH ON EAGLE ROAD FOR 1.3 MILES TO THE BENCH MARK ON THE RIGHT. IT
 OH0091'IS 57.68 FEET NORTHWEST OF TRAVERSE STATION IDA 80-28 1959, 26 FEET
 OH0091'WEST OF THE CENTER OF EAGLE ROAD, 21 FEET SOUTH OF A T FENCE CORNER,
 OH0091'AND 2 FEET NORTHWEST OF TELEPHONE POLE NO. 67 CEMENTED IN A DRILL HOLE
 OH0091'IN THE CONCRETE HEADGATE OF THE IRRIGATION CANAL.
 OH0091
 OH0091                          STATION RECOVERY (1983)
 OH0091
 OH0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1489 ***********************************************************************
 OH1489  DESIGNATION -  IDA 80 28 RM 3
 OH1489  PID         -  OH1489
 OH1489  STATE/COUNTY-  ID/ADA
 OH1489  USGS QUAD   -  CLOVERDALE (1979)
 OH1489
 OH1489                         *CURRENT SURVEY CONTROL
 OH1489  ___________________________________________________________________
 OH1489* NAD 83(1986)-  43 36 04.     (N)    116 21 16.     (W)     SCALED    
 OH1489* NAVD 88     -       811.74   (meters)    2663.2    (feet)  RESET     
 OH1489  ___________________________________________________________________
 OH1489  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 OH1489
 OH1489  VERT ORDER  -  THIRD
 OH1489
 OH1489.The horizontal coordinates were scaled from a topographic map and have
 OH1489.an estimated accuracy of +/- 6 seconds.
 OH1489
 OH1489.The orthometric height was computed from unverified reset data.
 OH1489.No vertical observational check was made to the station.
 OH1489
 OH1489.The geoid height was determined by GEOID03.
 OH1489
 OH1489;                    North         East    Units  Estimated Accuracy
 OH1489;SPC ID W     -   215,050.      751,200.      MT  (+/- 180 meters Scaled)
 OH1489
 OH1489                          SUPERSEDED SURVEY CONTROL
 OH1489
 OH1489  NGVD 29 (03/27/06)  810.82   (m)         2660.2    (f) RESET       3  
 OH1489
 OH1489.Superseded values are not recommended for survey control.
 OH1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1489.See file dsdata.txt to determine how the superseded data were derived.
 OH1489
 OH1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ521277(NAD 83)
 OH1489_MARKER: DR = REFERENCE MARK DISK
 OH1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1489_SP_SET: CONCRETE POST
 OH1489_STAMPING: IDA 80 28 1959 NO 3 1984
 OH1489_MARK LOGO: NGS   
 OH1489_PROJECTION: FLUSH
 OH1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1489+STABILITY: SURFACE MOTION
 OH1489
 OH1489  HISTORY     - Date     Condition        Report By
 OH1489  HISTORY     - 1984     MONUMENTED       NGS
 OH1489
 OH1489                          STATION DESCRIPTION
 OH1489
 OH1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OH1489'4.6 KM (2.85 MI) SE FROM MERIDIAN.
 OH1489'FROM THE MERIDIAN STREET OVERPASS OVER I 84, GO SOUTH ON MERIDIAN FOR
 OH1489'0.3 KM (0.20 MI) TURN LEFT ONTO OVERLAND ROAD AND GO EAST 3.2 KM
 OH1489'(2.00 MI) TO SOUTH EAGLE STREET, TURN LEFT AND GO 1.1 KM (0.70 MI) TO
 OH1489'THE MARK ON THE LEFT, 20.6 METERS SOUTH OF RM 2, 16.8 METERS WEST
 OH1489'SOUTHWEST OF STATION 80 28 1959, 9.1 METERS WEST OF THE CENTERLINE OF
 OH1489'EAGLE ROAD, 2.80 METERS SOUTH FROM A FENCE CORNER AND 0.3 EAST FROM A
 OH1489'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0102 ***********************************************************************
 OH0102  DESIGNATION -  IDA 80 29 RESET
 OH0102  PID         -  OH0102
 OH0102  STATE/COUNTY-  ID/ADA
 OH0102  USGS QUAD   -  CLOVERDALE (1979)
 OH0102
 OH0102                         *CURRENT SURVEY CONTROL
 OH0102  ___________________________________________________________________
 OH0102* NAD 83(1992)-  43 35 38.30206(N)    116 19 08.66998(W)     ADJUSTED  
 OH0102* NAVD 88     -       822.     (meters)    2697.     (feet)  SCALED    
 OH0102  ___________________________________________________________________
 OH0102  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 OH0102  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 OH0102
 OH0102  HORZ ORDER  -  SECOND
 OH0102
 OH0102.The horizontal coordinates were established by classical geodetic methods
 OH0102.and adjusted by the National Geodetic Survey in July 1992..
 OH0102
 OH0102.The orthometric height was scaled from a topographic map.
 OH0102
 OH0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0102
 OH0102.The geoid height was determined by GEOID03.
 OH0102
 OH0102;                    North         East     Units Scale Factor Converg.
 OH0102;SPC ID W     -   214,238.936   754,049.573   MT  0.99995930   -0 23 32.7
 OH0102;UTM  11      - 4,827,003.115   554,963.539   MT  0.99963716   +0 28 10.3
 OH0102
 OH0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0102!SPC ID W     -   0.99987379  x   0.99995930  =   0.99983310
 OH0102!UTM  11      -   0.99987379  x   0.99963716  =   0.99951100
 OH0102
 OH0102:                Primary Azimuth Mark                     Grid Az
 OH0102:SPC ID W     -  BOISE KBRJ RADIO MAST                    027 54 31.6
 OH0102:UTM  11      -  BOISE KBRJ RADIO MAST                    027 02 48.6
 OH0102
 OH0102|---------------------------------------------------------------------|
 OH0102| PID    Reference Object                     Distance      Geod. Az  |
 OH0102|                                                           dddmmss.s |
 OH0102| OH1272 BOISE KBRJ RADIO MAST               APPROX. 3.3 KM 0273058.9 |
 OH0102| OH1274 BOISE FAA MARKER MAST               451.361 METERS 0435223.1 |
 OH0102| CD5330 IDA 80 29 AZ MK                                    0740809.1 |
 OH0102| OH0100 IDA 80 29 RM 1                       15.753 METERS 08713     |
 OH0102| OH0101 IDA 80 29 RM 3                       16.284 METERS 24546     |
 OH0102| OH0098 IDA 80 29 RM 2                       15.862 METERS 30403     |
 OH0102|---------------------------------------------------------------------|
 OH0102
 OH0102                          SUPERSEDED SURVEY CONTROL
 OH0102
 OH0102  NAD 83(1986)-  43 35 38.30230(N)    116 19 08.66778(W) AD(       ) 2
 OH0102  NAD 27      -  43 35 38.70732(N)    116 19 05.22808(W) AD(       ) 2
 OH0102
 OH0102.Superseded values are not recommended for survey control.
 OH0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0102.See file dsdata.txt to determine how the superseded data were derived.
 OH0102
 OH0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5496427003(NAD 83)
 OH0102_MARKER: DS = TRIANGULATION STATION DISK
 OH0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0102_SP_SET: CONCRETE MASS
 OH0102_STAMPING: IDA 80-29 1959 1971
 OH0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0102
 OH0102  HISTORY     - Date     Condition        Report By
 OH0102  HISTORY     - 1971     MONUMENTED       NGS
 OH0102  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OH0102  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OH0102  HISTORY     - 1976     GOOD             LOCENG
 OH0102
 OH0102                          STATION DESCRIPTION
 OH0102
 OH0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0102'6.5 MI SW FROM BOISE.
 OH0102'REACHED FROM THE INTERSECTION OF INTERSTATE 80N, OVERLAND ROAD, AND
 OH0102'COLE ROAD, JUST SOUTHEAST OF THE RANCHERO TRUCK TERMINAL, GO WEST ON
 OH0102'OVERLAND ROAD FOR 2.0 MILES TO FIVE-MILE STORE, CONTINUE WEST ON
 OH0102'OVERLAND ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO
 OH0102'NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT,
 OH0102'WHERE THE GRAVELED ROAD MAKES A RIGHT ANGLE TURN TO THE WEST.  IT IS
 OH0102'TRIANGULATION STATION DISK SET IN AN IRREGULAR MASS OF CONCRETE 14
 OH0102'INCHES BELOW THE SURFACE, 75 FEET EAST OF THE CENTER OF THE GRAVELED
 OH0102'ROAD, 52.04 FEET EAST-SOUTHEAST OF IDA 80-29 R.M. 2, 46 FEET
 OH0102'EAST-NORTHEAST OF THE FENCE CORNER, 34 FEET NORTH OF THE CENTER OF THE
 OH0102'DIRT ROAD, AND 11.5 FEET NORTH OF A WITNESS SIGN WIRED BETWEEN THE TWO
 OH0102'TOP WIRES OF A 4-STRAND BARBED WIRE FENCE.
 OH0102
 OH0102                          STATION RECOVERY (1971)
 OH0102
 OH0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OH0102'THE AZIMUTH MARK, AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 OH0102'GOOD CONDITION.  THE STATION MARK, AND REFERENCE MARK NO. 1
 OH0102'HAD BEEN DESTROYED.  THE UNDERGROUND MARK WAS DUG FOR, AND FOUND
 OH0102'IN GOOD CONDITION.  ANOTHER STATION MARK WAS PLUMBED PRECISELY
 OH0102'OVER THE UNDERGROUND MARK.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 OH0102'IN THE ORIGINAL DESCRIPTION IT IS BELIEVED THAT THE ANGLE FOR
 OH0102'REFERENCE MARK NO. 2 WAS ERRONEOUSLY ENTERED FOR THE ANGLE
 OH0102'TO REFERENCE MARK NO. 1.  A NEW AND COMPLETE DESCRIPTION
 OH0102'FOLLOWS.
 OH0102'
 OH0102'THE STATION IS 8 MILES SOUTHWEST OF BOISE, AND 1/2 MILE
 OH0102'NORTHWEST OF THE FIVE-MILE STORE AND SERVICE STATION ON LAND
 OH0102'OWNED BY MR. LLOYD E. TEETER, WHO LIVES 1/2 MILE NORTHEAST
 OH0102'OF THE STATION.
 OH0102'
 OH0102'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 OH0102'80N, OVERLAND ROAD, AND COLE ROAD, JUST SOUTHEAST OF THE
 OH0102'RANCHERO TRUCK TERMINAL, GO WEST ON OVERLAND ROAD FOR 2.0
 OH0102'MILES TO THE FIVE-MILE STORE, CONTINUE WEST ON OVERLAND ROAD
 OH0102'FOR 0.25 MILE TO A GRAVELED SIDE ROAD RIGHT, TURN RIGHT, AND
 OH0102'GO NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO THE STATION ON
 OH0102'THE RIGHT, WHERE THE GRAVELED ROAD TURNS WEST, AND A DIRT
 OH0102'ROAD EAST.
 OH0102'
 OH0102'THE STATION MARK, STAMPED IDA 80-29 1959 1971 IS A STANDARD
 OH0102'DISK SET IN AN IRREGULAR MASS OF CONCRETE 14 INCHES BELOW THE
 OH0102'SURFACE OF THE GROUND, 143 FEET SOUTHEAST OF THE SOUTHEAST
 OH0102'CORNER OF A BRICK DWELLING, 75 FEET EAST OF THE CENTER OF
 OH0102'THE GRAVELED ROAD, WHERE THE ROAD TURNS FROM NORTH TO WEST,
 OH0102'46 FEET EAST-NORTHEAST OF A FENCE CORNER, 34 FEET NORTH OF THE
 OH0102'CENTER OF AN EAST-WEST DIRT ROAD, AND 11.5 FEET NORTH OF A
 OH0102'WITNESS SIGN WIRED BETWEEN THE TWO TOP WIRES OF A 4-STRAND
 OH0102'BARBED WIRE FENCE.  (NOTE 1C AND 7A)
 OH0102'
 OH0102'REFERENCE MARK NO. 2, STAMPED IDA 80-29 NO 2 1959, IS A STANDARD
 OH0102'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH,
 OH0102'91 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK DWELLING,
 OH0102'40.5 FEET NORTH OF A FENCE CORNER, 20 FEET EAST OF THE CENTER
 OH0102'OF THE DRIVEWAY TO THE DWELLING, 8 FEET NORTH OF THE NORTH
 OH0102'END OF A GATE, AND 1.5 FEET EAST OF A WOODEN FENCE POST WITH
 OH0102'A WITNESS SIGN NAILED ON IT.  (NOTE 11A)
 OH0102'
 OH0102'REFERENCE MARK NO. 3, STAMPED IDA 80-29 NO 3 1971, IS A
 OH0102'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SOUTH WING OF
 OH0102'A CONCRETE IRRIGATION GATE, 18 FEET EAST OF THE CENTER OF THE
 OH0102'GRAVELED ROAD, 11 FEET SOUTH-SOUTHWEST OF THE FENCE CORNER,
 OH0102'10 FEET NORTH OF THE PROLONGED CENTER OF A DIRT ROAD EAST,
 OH0102'6 FEET SOUTH OF THE CENTER OF THE IRRIGATION CANAL, 18 INCHES
 OH0102'NORTH OF THE SOUTH END OF THE IRRIGATION GATE.  (NOTE 11A)
 OH0102'
 OH0102'THE DISTANCE BETWEEN R.M. NO. 2, AND R.M. NO. 3 IS 51.37 FEET.
 OH0102'
 OH0102'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE
 OH0102'DIRT ROAD, THAT IS JUST SOUTH OF THE STATION, FOR 0.25 MILE
 OH0102'TO FIVE-MILE ROAD, TURN LEFT, AND GO NORTH ON FIVE-MILE ROAD
 OH0102'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OH0102'
 OH0102'THE AZIMUTH MARK, STAMPED IDA 80-29 1959, IS A STANDARD DISK
 OH0102'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH,
 OH0102'0.35 MILE NORTH OF THE FIVE-MILE STORE, 0.15 MILE SOUTH OF THE
 OH0102'OVERPASS OVER INTERSTATE 80N, 36 FEET SOUTH OF A METER POLE,
 OH0102'32 FEET NORTH-NORTHWEST OF A TELEPHONE LINE BRACE POLE, 30
 OH0102'FEET WEST OF THE CENTER OF FIVE-MILE ROAD, 2 FEET NORTHWEST
 OH0102'OF A METAL WITNESS POST, AND 1 FOOT EAST OF A NORTH-SOUTH
 OH0102'FENCE LINE.  (NOTE 16A)
 OH0102'
 OH0102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 OH0102'SOUTHWEST OF BOISE.
 OH0102
 OH0102                          STATION RECOVERY (1973)
 OH0102
 OH0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BHB)
 OH0102'THE STATION MARK COULD NOT BE RECOVERED DUE TO AREA BEING
 OH0102'FLOODED WITH IRRIGATION WATER.
 OH0102'
 OH0102'R.M. 2 AND R.M. 3 WERE RECOVERED AS DESCRIBED.
 OH0102'
 OH0102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 OH0102'SW OF BOISE.
 OH0102
 OH0102                          STATION RECOVERY (1976)
 OH0102
 OH0102'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH0102'IDA 80-29 1959 1971 RECOVERED GOOD.  STAMPING DIFFICULT TO READ
 OH0102'BECAUSE OF APPARENT ELECTROLYTIC CORROSION PERHAPS CAUSED BY NEARBY
 OH0102'ELECTRIC FENCE.
 OH0102'
 OH0102'IDA 80-29 NO 2 1959 RECOVERED EXCELLENT.
 OH0102'
 OH0102'IDA 80-29 NO 3 1971 RECOVERED EXCELLENT.
 OH0102'
 OH0102'IDA 80-29 1959 (AZIMUTH MARK) RECOVERED EXCELLENT.  SIGN HAS BEEN
 OH0102'TORN FROM STEEL POST.
 OH0102'
 OH0102'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION AS
 OH0102'DESCRIBED EXCEPT AS NOTED BELOW.  FROM FIVE-MILE STORE TO REACH
 OH0102'INSTRUCTIONS SHOULD READ--..., CONTINUE WEST ON OVERLAND ROAD FOR
 OH0102'0.15 MILE TO CLEAR CR. DRIVE ON THE NORTH.  GO NORTH AND WEST ON
 OH0102'CLEAR CR. DRIVE FOR 0.3 MILE TO MEADA LANE AND STATION ON THE RIGHT.
 OH0102'
 OH0102'THE STATION MARK IS 143 FT SE OF THE SE CORNER OF A BRICK DWELLING,
 OH0102'45 FT EAST OF THE CENTER OF CLEAR CR. DRIVE, 46 FT. ENE OF A FENCE
 OH0102'CORNER, AND 11.5 FT N OF A WITNESS SIGN WIRED BETWEEN THE 2 TOP
 OH0102'STRANDS OF A 4-STRAND BARBED-WIRE FENCE.
 OH0102'
 OH0102'RM 2 IS 91 FT SE OF THE SE CORNER OF THE BRICK DWELLING, 40.5 FT N OF
 OH0102'THE FENCE CORNER, 20 FT E OF THE CENTER OF THE DRIVEWAY TO THE
 OH0102'DWELLING, AND 1.5 FT EAST OF A WITNESS SIGN NAILED TO A WOODEN
 OH0102'FENCE POST.
 OH0102'
 OH0102'RM 3 IS 3 FT W OF THE CENTER OF CLEAR CR. DRIVE, 11 FT SSW OF THE
 OH0102'FENCE CORNER, 6 FT S OF THE CENTER OF AN IRRIGATION DITCH, AND 18
 OH0102'IN. N OF THE S END OF THE HEAD GATE.
 OH0102'
 OH0102'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES WSW OF
 OH0102'STATE CAPITOL BUILDING IN BOISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0098 ***********************************************************************
 OH0098  DESIGNATION -  IDA 80 29 RM 2
 OH0098  PID         -  OH0098
 OH0098  STATE/COUNTY-  ID/ADA
 OH0098  USGS QUAD   -  CLOVERDALE (1979)
 OH0098
 OH0098                         *CURRENT SURVEY CONTROL
 OH0098  ___________________________________________________________________
 OH0098* NAD 83(1986)-  43 35 39.     (N)    116 19 07.     (W)     SCALED    
 OH0098* NAVD 88     -       822.668  (meters)    2699.04   (feet)  ADJUSTED  
 OH0098  ___________________________________________________________________
 OH0098  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 OH0098  DYNAMIC HT  -         822.360 (meters)    2698.03  (feet)  COMP
 OH0098  MODELED GRAV-     980,217.8   (mgal)                       NAVD 88
 OH0098
 OH0098  VERT ORDER  -  SECOND    CLASS 0
 OH0098
 OH0098.The horizontal coordinates were scaled from a topographic map and have
 OH0098.an estimated accuracy of +/- 6 seconds.
 OH0098
 OH0098.The orthometric height was determined by differential leveling
 OH0098.and adjusted by the National Geodetic Survey in June 1991..
 OH0098
 OH0098.The geoid height was determined by GEOID03.
 OH0098
 OH0098.The dynamic height is computed by dividing the NAVD 88
 OH0098.geopotential number by the normal gravity value computed on the
 OH0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0098.degrees latitude (g = 980.6199 gals.).
 OH0098
 OH0098.The modeled gravity was interpolated from observed gravity values.
 OH0098
 OH0098;                    North         East    Units  Estimated Accuracy
 OH0098;SPC ID W     -   214,260.      754,090.      MT  (+/- 180 meters Scaled)
 OH0098
 OH0098                          SUPERSEDED SURVEY CONTROL
 OH0098
 OH0098  NGVD 29 (??/??/92)  821.714  (m)         2695.91   (f) ADJ UNCH    2 0
 OH0098
 OH0098.Superseded values are not recommended for survey control.
 OH0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0098.See file dsdata.txt to determine how the superseded data were derived.
 OH0098
 OH0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ550270(NAD 83)
 OH0098_MARKER: DR = REFERENCE MARK DISK
 OH0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0098_SP_SET: MONUMENT
 OH0098_STAMPING: IDA 80-29 NO 2 1959
 OH0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0098
 OH0098  HISTORY     - Date     Condition        Report By
 OH0098  HISTORY     - 1959     MONUMENTED       CGS
 OH0098  HISTORY     - 1971     GOOD             NGS
 OH0098  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0098
 OH0098                          STATION DESCRIPTION
 OH0098
 OH0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0098'6.5 MI SW FROM BOISE.
 OH0098'REACHED FROM THE INTERSECTION OF INTERSTATE 80N, OVERLAND ROAD, AND
 OH0098'COLE ROAD, JUST SOUTHEAST OF THE RANCHERO TRUCK TERMINAL, GO WEST ON
 OH0098'OVERLAND ROAD FOR 2.0 MILES TO FIVEMILE STORE, CONTINUE WEST ON
 OH0098'OVERLAND ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT, WHERE THE GRAVELED
 OH0098'ROAD MAKES A RIGHT ANGLE TURN TO THE WEST, AND THE MARK ON THE RIGHT,
 OH0098'91 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK DWELLING, 40.5
 OH0098'FEET NORTH OF THE FENCE CORNER, 20 FEET EAST OF THE CENTER OF THE
 OH0098'DRIVEWAY TO THE DWELLING, 8 FEET NORTH OF THE NORTH END OF A GATE, AND
 OH0098'1.5 FEET EAST OF A WOODEN POST WITH A WITNESS SIGN NAILED ON IT SET IN
 OH0098'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 OH0098
 OH0098                          STATION RECOVERY (1983)
 OH0098
 OH0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0101 ***********************************************************************
 OH0101  DESIGNATION -  IDA 80 29 RM 3
 OH0101  PID         -  OH0101
 OH0101  STATE/COUNTY-  ID/ADA
 OH0101  USGS QUAD   -  CLOVERDALE (1979)
 OH0101
 OH0101                         *CURRENT SURVEY CONTROL
 OH0101  ___________________________________________________________________
 OH0101* NAD 83(1986)-  43 35 39.     (N)    116 19 06.     (W)     SCALED    
 OH0101* NAVD 88     -       823.30   (meters)    2701.1    (feet)  RESET     
 OH0101  ___________________________________________________________________
 OH0101  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 OH0101
 OH0101  VERT ORDER  -  THIRD
 OH0101
 OH0101.The horizontal coordinates were scaled from a topographic map and have
 OH0101.an estimated accuracy of +/- 6 seconds.
 OH0101
 OH0101.The orthometric height was computed from unverified reset data.
 OH0101
 OH0101.The geoid height was determined by GEOID03.
 OH0101
 OH0101;                    North         East    Units  Estimated Accuracy
 OH0101;SPC ID W     -   214,260.      754,110.      MT  (+/- 180 meters Scaled)
 OH0101
 OH0101                          SUPERSEDED SURVEY CONTROL
 OH0101
 OH0101.No superseded survey control is available for this station.
 OH0101
 OH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ550270(NAD 83)
 OH0101_MARKER: DR = REFERENCE MARK DISK
 OH0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0101_SP_SET: IRRIGATION GATE
 OH0101_STAMPING: IDA 80-29 1959 NO 3 1971
 OH0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0101
 OH0101  HISTORY     - Date     Condition        Report By
 OH0101  HISTORY     - 1971     MONUMENTED       NGS
 OH0101
 OH0101                          STATION DESCRIPTION
 OH0101
 OH0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0101'6.5 MI SW FROM BOISE.
 OH0101'REACHED FROM THE INTERSECTION OF INTERSTATE 80N, OVERLAND ROAD, AND
 OH0101'COLE ROAD, JUST SOUTHEAST OF THE RANCHERO TRUCK TERMINAL, GO WEST ON
 OH0101'OVERLAND ROAD FOR 2.0 MILES TO FIVE-MILE STORE, CONTINUE WEST ON
 OH0101'OVERLAND ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, AND GO
 OH0101'NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT,
 OH0101'WHERE THE GRAVELED ROAD MAKES A RIGHT ANGLE TURN TO THE WEST.  THE
 OH0101'MARK IS CEMENTED IN A DRILL HOLE IN THE SOUTH WING OF A CONCRETE
 OH0101'IRRIGATION GATE, 18 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 11
 OH0101'FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 10 FEET NORTH OF THE PROLONGED
 OH0101'CENTER OF A DIRT ROAD EAST, 6 FEET SOUTH OF THE IRRIGATION CANAL, AND
 OH0101'18 INCHES NORTH OF THE SOUTH END OF THE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0645 ***********************************************************************
 OH0645  DESIGNATION -  IDA 80 3
 OH0645  PID         -  OH0645
 OH0645  STATE/COUNTY-  ID/PAYETTE
 OH0645  USGS QUAD   -  NYSSA (1965)
 OH0645
 OH0645                         *CURRENT SURVEY CONTROL
 OH0645  ___________________________________________________________________
 OH0645* NAD 83(1992)-  43 57 03.26454(N)    116 53 37.32842(W)     ADJUSTED  
 OH0645* NAVD 88     -       729.122  (meters)    2392.13   (feet)  ADJUSTED  
 OH0645  ___________________________________________________________________
 OH0645  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 OH0645  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 OH0645  DYNAMIC HT  -         728.892 (meters)    2391.37  (feet)  COMP
 OH0645  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 OH0645
 OH0645  HORZ ORDER  -  SECOND
 OH0645  VERT ORDER  -  SECOND    CLASS 0
 OH0645
 OH0645.The horizontal coordinates were established by classical geodetic methods
 OH0645.and adjusted by the National Geodetic Survey in July 1992..
 OH0645
 OH0645.The orthometric height was determined by differential leveling
 OH0645.and adjusted by the National Geodetic Survey in June 1991..
 OH0645
 OH0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0645
 OH0645.The geoid height was determined by GEOID03.
 OH0645
 OH0645.The dynamic height is computed by dividing the NAVD 88
 OH0645.geopotential number by the normal gravity value computed on the
 OH0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0645.degrees latitude (g = 980.6199 gals.).
 OH0645
 OH0645.The modeled gravity was interpolated from observed gravity values.
 OH0645
 OH0645;                    North         East     Units Scale Factor Converg.
 OH0645;SPC ID W     -   254,373.048   708,198.271   MT  1.00003695   -0 47 37.8
 OH0645;SPC OR S     -   259,980.687 1,789,392.842   MT  0.99998789   +2 28 02.1
 OH0645;SPC OR S     -   852,955.01  5,870,711.42   iFT  0.99998789   +2 28 02.1
 OH0645;UTM  11      - 4,866,425.684   508,529.345   MT  0.99960089   +0 04 25.6
 OH0645
 OH0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0645!SPC ID W     -   0.99988846  x   1.00003695  =   0.99992540
 OH0645!SPC OR S     -   0.99988846  x   0.99998789  =   0.99987635
 OH0645!UTM  11      -   0.99988846  x   0.99960089  =   0.99948939
 OH0645
 OH0645:                Primary Azimuth Mark                     Grid Az
 OH0645:SPC ID W     -  NEW PLYMOUTH MUNICIPAL TANK              070 46 30.3
 OH0645:SPC OR S     -  NEW PLYMOUTH MUNICIPAL TANK              067 30 50.4
 OH0645:UTM  11      -  NEW PLYMOUTH MUNICIPAL TANK              069 54 26.9
 OH0645
 OH0645|---------------------------------------------------------------------|
 OH0645| PID    Reference Object                     Distance      Geod. Az  |
 OH0645|                                                           dddmmss.s |
 OH0645| OH1412 NEW PLYMOUTH MUNICIPAL TANK         APPROX. 6.2 KM 0695852.5 |
 OH0645| OH0644 IDA 80 3 RM 1                        10.704 METERS 17940     |
 OH0645| CD5797 I80 ROW MARKER                                     3594630.1 |
 OH0645| OH0646 IDA 80 3 RM 2                        12.155 METERS 35959     |
 OH0645|---------------------------------------------------------------------|
 OH0645
 OH0645                          SUPERSEDED SURVEY CONTROL
 OH0645
 OH0645  NAD 83(1991)-  43 57 03.26447(N)    116 53 37.32829(W) AD(       ) 2
 OH0645  NAD 83(1986)-  43 57 03.26418(N)    116 53 37.32841(W) AD(       ) 2
 OH0645  NAD 27      -  43 57 03.67520(N)    116 53 33.77740(W) AD(       ) 2
 OH0645  NGVD 29 (??/??/92)  728.167  (m)         2388.99   (f) ADJ UNCH    2 0
 OH0645
 OH0645.Superseded values are not recommended for survey control.
 OH0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0645.See file dsdata.txt to determine how the superseded data were derived.
 OH0645
 OH0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0852966426(NAD 83)
 OH0645_MARKER: DS = TRIANGULATION STATION DISK
 OH0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0645_STAMPING: IDA 80-3 1959
 OH0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0645+STABILITY: SURFACE MOTION
 OH0645
 OH0645  HISTORY     - Date     Condition        Report By
 OH0645  HISTORY     - 1959     MONUMENTED       CGS
 OH0645  HISTORY     - 1959     GOOD             CGS
 OH0645  HISTORY     - 1977     GOOD             NGS
 OH0645  HISTORY     - 1983     GOOD             NGS
 OH0645
 OH0645                          STATION DESCRIPTION
 OH0645
 OH0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OH0645'THE STATION IS 2 MILES EAST AND 4 MILES SOUTH OF FRUITLAND,
 OH0645'4 MILES SOUTH-SOUTHWEST FROM NEW PLYMOUTH, 19 FEET EAST FROM
 OH0645'THE CENTER LINE OF A PAVED ROAD AND 5.8 FEET NORTHWEST FROM A
 OH0645'STEEL WITNESS POST.  THE STATION IS A STANDARD TRIANGULATION
 OH0645'DISK SET IN A SQUARE TOPPED CONCRETE MONUMENT PROJECTING 4
 OH0645'INCHES, STAMPED IDA 80-3 1959.
 OH0645'
 OH0645'THE REFERENCE MARKS ARE STANDARD REFERENCE DISKS SET IN SQUARE
 OH0645'TOPPED CONCRETE MONUMENTS PROJECTING 2 INCHES, STAMPED IDA
 OH0645'80-3 1959 AND NO 1 AND NO 2 RESPECTIVELY.
 OH0645'
 OH0645'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS NO. 30 AND 95, 2.0
 OH0645'MILES SOUTH OF FRUITLAND, GO SOUTH ON HIGHWAY 95 FOR 1.5 MILES
 OH0645'TO A PAVED CROSSROAD.  TURN LEFT AND GO EAST ON THE PAVED
 OH0645'ROAD FOR 1.2 MILES TO A PAVED CROSSROAD.  TURN RIGHT AND GO
 OH0645'SOUTH ON THE PAVED ROAD FOR 0.1 MILE TO THE STATION ON THE
 OH0645'LEFT.
 OH0645
 OH0645                          STATION RECOVERY (1959)
 OH0645
 OH0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0645'5.2 MI S FROM FRUITLAND.
 OH0645'3.9 MILES SOUTH ON U.S. HIGHWAY 95 FROM THE POST OFFICE AT FRUITLAND,
 OH0645'THENCE 1.2 MILES EAST ON SW 3RD AVE., THENCE 0.1 MILE SOUTH ON ELMORE
 OH0645'AVE., 40.0 FEET SOUTH OF R.M. 2, 35.0 FEET NORTH OF R.M. 1, 19.0 FEET
 OH0645'EAST OF ELMORE AVE., 6.0 FEET NORTHWEST OF A METAL WITNESS POST WITH
 OH0645'SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES, AND ABOUT
 OH0645'0.15 MILE SOUTH OF THE PROPOSED HIGHWAY.
 OH0645
 OH0645                          STATION RECOVERY (1977)
 OH0645
 OH0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OH0645'THE STATION MARK, AND REFERENCE MARK NO.1 WERE RECOVERED IN GOOD
 OH0645'CONDITION.  PORTIONS OF THE MONUMENT FOR REFERENCE MARK NO. 2 WERE
 OH0645'BROKEN, THE DISK WAS NOT HARMED, AND THE VALUE HAS REMAINED.  A
 OH0645'RIGHT-OF-WAY MARK WAS USED FOR THE AZIMUTH MARK.  THE ORIGINAL
 OH0645'DESCRIPTION IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH0645'
 OH0645'THE STATION IS ON ROAD RIGHT-OF-WAY.
 OH0645'
 OH0645'TO REACH THE STATION FROM THE FRUITLAND POST OFFICE GO EAST, AND
 OH0645'SOUTH ON U.S. HIGHWAYS 30, AND 95 FOR 2.5 MILES TO THEIR JUNCTION,
 OH0645'TURN LEFT, AND GO EAST ON U.S. HIGHWAY 30 FOR 1.0 MILE TO A
 OH0645'CROSSROAD, LEAVE U.S. HIGHWAY 30, AND GO SOUTH ON THE MACADAM ROAD
 OH0645'FOR 1.3 MILES TO THE OVERPASS OVER INTERSTATE 80N, AND THE AZIMUTH
 OH0645'MARK ON THE LEFT.  CONTINUE SOUTH ON THE MACADAM ROAD FOR 0.3
 OH0645'MILE TO THE STATION ON THE LEFT.
 OH0645'
 OH0645'THE STATION MARK, STAMPED IDA 80-3 1959, IS A STANDARD DISK SET IN A
 OH0645'10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 81 FEET NORTH OF THE
 OH0645'CENTER OF THE DRIVEWAY, 64 FEET WEST-NORTHWEST OF MR. LAWRENCE J.
 OH0645'CHURCHS RESIDENCE, 39 FEET NORTH OF THE MAIL BOX, 24 FEET
 OH0645'SOUTH-SOUTHWEST OF A FENCE CORNER, AND 19 FEET EAST OF THE CENTER
 OH0645'OF THE ACADAM ROAD.
 OH0645'
 OH0645'REFERENCE MARK NO. 1, STAMPED IDA 80-3 NO 1 1959, IS A STANDARD DISK
 OH0645'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1-INCH, 47 FEET
 OH0645'NORTH OF THE DRIVEWAY, 20 FEET EAST OF THE CENTER OF THE MACADAM
 OH0645'ROAD, AND 5 FEET NORTH OF THE MAIL BOX.
 OH0645'
 OH0645'REFERENCE MARK NO. 2, STAMPED IDA 80-3 NO 2 1959, IS A STANDARD DISK
 OH0645'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 20 FEET EAST OF
 OH0645'THE CENTER OF THE ROAD, 17 FEET NORTH-NORTHWEST OF A FENCE CORNER,
 OH0645'3.5 FEET WEST OF THE FENCE, AND 1 FOOT WEST OF A METAL WITNESS
 OH0645'POST.
 OH0645'
 OH0645'THE AZIMUTH MARK, IS AN UNSTAMPED STATE HIGHWAY RIGHT-OF-WAY DISK SET
 OH0645'IN THE EAST CURB OF THE OVERPASS, 12.5 FEET EAST OF THE CENTER OF
 OH0645'THE OVERPASS, 1 FOOT WEST OF THE GUARD RAIL, AND OVER THE MEDIAN OF
 OH0645'INTERSTATE 80N.  THE POINT HELD WAS THE PUNCH MARK IN THE
 OH0645'CENTER OF THE DISK.
 OH0645'
 OH0645'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 OH0645'SOUTHEAST OF FRUITLAND.
 OH0645
 OH0645                          STATION RECOVERY (1983)
 OH0645
 OH0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0644 ***********************************************************************
 OH0644  DESIGNATION -  IDA 80 3 RM 1
 OH0644  PID         -  OH0644
 OH0644  STATE/COUNTY-  ID/PAYETTE
 OH0644  USGS QUAD   -  NYSSA (1965)
 OH0644
 OH0644                         *CURRENT SURVEY CONTROL
 OH0644  ___________________________________________________________________
 OH0644* NAD 83(1986)-  43 57 04.     (N)    116 53 37.     (W)     SCALED    
 OH0644* NAVD 88     -       729.502  (meters)    2393.37   (feet)  ADJUSTED  
 OH0644  ___________________________________________________________________
 OH0644  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 OH0644  DYNAMIC HT  -         729.272 (meters)    2392.62  (feet)  COMP
 OH0644  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 OH0644
 OH0644  VERT ORDER  -  SECOND    CLASS 0
 OH0644
 OH0644.The horizontal coordinates were scaled from a topographic map and have
 OH0644.an estimated accuracy of +/- 6 seconds.
 OH0644
 OH0644.The orthometric height was determined by differential leveling
 OH0644.and adjusted by the National Geodetic Survey in June 1991..
 OH0644
 OH0644.The geoid height was determined by GEOID03.
 OH0644
 OH0644.The dynamic height is computed by dividing the NAVD 88
 OH0644.geopotential number by the normal gravity value computed on the
 OH0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0644.degrees latitude (g = 980.6199 gals.).
 OH0644
 OH0644.The modeled gravity was interpolated from observed gravity values.
 OH0644
 OH0644;                    North         East    Units  Estimated Accuracy
 OH0644;SPC ID W     -   254,400.      708,210.      MT  (+/- 180 meters Scaled)
 OH0644
 OH0644                          SUPERSEDED SURVEY CONTROL
 OH0644
 OH0644  NGVD 29 (??/??/92)  728.547  (m)         2390.24   (f) ADJ UNCH    2 0
 OH0644
 OH0644.Superseded values are not recommended for survey control.
 OH0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0644.See file dsdata.txt to determine how the superseded data were derived.
 OH0644
 OH0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ085664(NAD 83)
 OH0644_MARKER: DR = REFERENCE MARK DISK
 OH0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0644_STAMPING: IDA 80-3 NO 1 1959
 OH0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0644+STABILITY: SURFACE MOTION
 OH0644
 OH0644  HISTORY     - Date     Condition        Report By
 OH0644  HISTORY     - 1959     MONUMENTED       CGS
 OH0644  HISTORY     - 1983     GOOD             NGS
 OH0644
 OH0644                          STATION DESCRIPTION
 OH0644
 OH0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0644'5.2 MI S FROM FRUITLAND.
 OH0644'3.9 MILES SOUTH ON U.S. HIGHWAY 95 FROM THE POST OFFICE AT FRUITLAND,
 OH0644'THENCE 1.2 MILES EAST ON SW 3RD AVE., THENCE 0.1 MILE SOUTH ON ELMORE
 OH0644'AVE., 35.0 FEET SOUTH OF THE STATION MARK, SET IN A SQUARE CONCRETE
 OH0644'POST PROJECTING 3 INCHES.
 OH0644
 OH0644                          STATION RECOVERY (1983)
 OH0644
 OH0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0646 ***********************************************************************
 OH0646  DESIGNATION -  IDA 80 3 RM 2
 OH0646  PID         -  OH0646
 OH0646  STATE/COUNTY-  ID/PAYETTE
 OH0646  USGS QUAD   -  NYSSA (1965)
 OH0646
 OH0646                         *CURRENT SURVEY CONTROL
 OH0646  ___________________________________________________________________
 OH0646* NAD 83(1986)-  43 57 03.     (N)    116 53 37.     (W)     SCALED    
 OH0646* NAVD 88     -       728.649  (meters)    2390.58   (feet)  ADJUSTED  
 OH0646  ___________________________________________________________________
 OH0646  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 OH0646  DYNAMIC HT  -         728.419 (meters)    2389.82  (feet)  COMP
 OH0646  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 OH0646
 OH0646  VERT ORDER  -  SECOND    CLASS 0
 OH0646
 OH0646.The horizontal coordinates were scaled from a topographic map and have
 OH0646.an estimated accuracy of +/- 6 seconds.
 OH0646
 OH0646.The orthometric height was determined by differential leveling
 OH0646.and adjusted by the National Geodetic Survey in June 1991..
 OH0646
 OH0646.The geoid height was determined by GEOID03.
 OH0646
 OH0646.The dynamic height is computed by dividing the NAVD 88
 OH0646.geopotential number by the normal gravity value computed on the
 OH0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0646.degrees latitude (g = 980.6199 gals.).
 OH0646
 OH0646.The modeled gravity was interpolated from observed gravity values.
 OH0646
 OH0646;                    North         East    Units  Estimated Accuracy
 OH0646;SPC ID W     -   254,370.      708,210.      MT  (+/- 180 meters Scaled)
 OH0646
 OH0646                          SUPERSEDED SURVEY CONTROL
 OH0646
 OH0646  NGVD 29 (??/??/92)  727.695  (m)         2387.45   (f) ADJ UNCH    2 0
 OH0646
 OH0646.Superseded values are not recommended for survey control.
 OH0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0646.See file dsdata.txt to determine how the superseded data were derived.
 OH0646
 OH0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ085664(NAD 83)
 OH0646_MARKER: DR = REFERENCE MARK DISK
 OH0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0646_STAMPING: IDA 80-3 NO 2 1959
 OH0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0646+STABILITY: SURFACE MOTION
 OH0646
 OH0646  HISTORY     - Date     Condition        Report By
 OH0646  HISTORY     - 1959     MONUMENTED       CGS
 OH0646  HISTORY     - 1983     GOOD             NGS
 OH0646
 OH0646                          STATION DESCRIPTION
 OH0646
 OH0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0646'5.2 MI S FROM FRUITLAND.
 OH0646'3.9 MILES SOUTH ON U.S. HIGHWAY 95 FROM THE POST OFFICE AT FRUITLAND,
 OH0646'THENCE 1.2 MILES EAST ON SW 3RD AVE., THENCE 0.1 MILE SOUTH ON ELMORE
 OH0646'AVE., 40.0 FEET NORTH OF THE STATION MARK, SET IN A SQUARE CONCRETE
 OH0646'POST PROJECTING 3 INCHES.
 OH0646
 OH0646                          STATION RECOVERY (1983)
 OH0646
 OH0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0108 ***********************************************************************
 OH0108  DESIGNATION -  IDA 80 30
 OH0108  PID         -  OH0108
 OH0108  STATE/COUNTY-  ID/ADA
 OH0108  USGS QUAD   -  CLOVERDALE (1979)
 OH0108
 OH0108                         *CURRENT SURVEY CONTROL
 OH0108  ___________________________________________________________________
 OH0108* NAD 83(1992)-  43 35 44.15221(N)    116 17 38.36138(W)     ADJUSTED  
 OH0108* NAVD 88     -       833.249  (meters)    2733.75   (feet)  ADJUSTED  
 OH0108  ___________________________________________________________________
 OH0108  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 OH0108  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 OH0108  DYNAMIC HT  -         832.935 (meters)    2732.72  (feet)  COMP
 OH0108  MODELED GRAV-     980,214.2   (mgal)                       NAVD 88
 OH0108
 OH0108  HORZ ORDER  -  SECOND
 OH0108  VERT ORDER  -  SECOND    CLASS 0
 OH0108
 OH0108.The horizontal coordinates were established by classical geodetic methods
 OH0108.and adjusted by the National Geodetic Survey in July 1992..
 OH0108
 OH0108.The orthometric height was determined by differential leveling
 OH0108.and adjusted by the National Geodetic Survey in June 1991..
 OH0108
 OH0108.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0108
 OH0108.The geoid height was determined by GEOID03.
 OH0108
 OH0108.The dynamic height is computed by dividing the NAVD 88
 OH0108.geopotential number by the normal gravity value computed on the
 OH0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0108.degrees latitude (g = 980.6199 gals.).
 OH0108
 OH0108.The modeled gravity was interpolated from observed gravity values.
 OH0108
 OH0108;                    North         East     Units Scale Factor Converg.
 OH0108;SPC ID W     -   214,405.906   756,076.326   MT  0.99995706   -0 22 30.4
 OH0108;UTM  11      - 4,827,200.493   556,986.903   MT  0.99963994   +0 29 12.7
 OH0108
 OH0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0108!SPC ID W     -   0.99987201  x   0.99995706  =   0.99982908
 OH0108!UTM  11      -   0.99987201  x   0.99963994  =   0.99951200
 OH0108
 OH0108|---------------------------------------------------------------------|
 OH0108| PID    Reference Object                     Distance      Geod. Az  |
 OH0108|                                                           dddmmss.s |
 OH0108| OH1271 IDA 80 30 RM 5                      260.437 METERS 05911     |
 OH0108| OH0107 IDA 80 30 RM 1                       17.917 METERS 17853     |
 OH0108| CD5801 ROAD MAPLEGROVE STA 265+66.4                       1813400.7 |
 OH0108| OH1276 IDA 80 30 AZ MK TPT                 381.491 METERS 18211     |
 OH0108| OH0106 IDA 80 30 AZ MK                     387.328 METERS 18212     |
 OH0108| OH0110 IDA 80 30 RM 3                       26.369 METERS 21450     |
 OH0108| OH1274 BOISE FAA MARKER MAST               APPROX. 1.7 KM 2745024.9 |
 OH0108| OH0109 IDA 80 30 RM 2                       19.700 METERS 31247     |
 OH0108| OH0111 IDA 80 30 RM 4                       19.705 METERS 31253     |
 OH0108|---------------------------------------------------------------------|
 OH0108
 OH0108                          SUPERSEDED SURVEY CONTROL
 OH0108
 OH0108  NAD 83(1986)-  43 35 44.15262(N)    116 17 38.35881(W) AD(       ) 2
 OH0108  NAD 27      -  43 35 44.55604(N)    116 17 34.92457(W) AD(       ) 2
 OH0108  NGVD 29 (??/??/92)  832.294  (m)         2730.62   (f) ADJ UNCH    2 0
 OH0108
 OH0108.Superseded values are not recommended for survey control.
 OH0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0108.See file dsdata.txt to determine how the superseded data were derived.
 OH0108
 OH0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5698727200(NAD 83)
 OH0108_MARKER: DE = TRAVERSE STATION DISK
 OH0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0108_SP_SET: MONUMENT
 OH0108_STAMPING: IDA 80-30 1959
 OH0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0108
 OH0108  HISTORY     - Date     Condition        Report By
 OH0108  HISTORY     - 1959     MONUMENTED       CGS
 OH0108  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OH0108  HISTORY     - 1971     GOOD             NGS
 OH0108  HISTORY     - 1976     GOOD             LOCENG
 OH0108  HISTORY     - 1977     GOOD             NGS
 OH0108  HISTORY     - 1978     GOOD             NGS
 OH0108  HISTORY     - 1981     GOOD             NGS
 OH0108  HISTORY     - 1983     GOOD             NGS
 OH0108
 OH0108                          STATION DESCRIPTION
 OH0108
 OH0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0108'THE STATION IS AT THE SOUTHWEST SIDE OF BOISE, 0.4 MILE NORTH
 OH0108'OF THE INTERSECTION OF OVERLAND ROAD AND MAPLE GROVE ROAD,
 OH0108'ON THE EAST SIDE OF MAPLE GROVE ROAD.  THE FIVE MILE COMMUNITY
 OH0108'CHURCH IS AT THE ABOVE INTERSECTION.
 OH0108'
 OH0108'THE SURFACE, UNDERGROUND AND ALL MARKS ARE STANDARD DISKS SET
 OH0108'IN CONCRETE POSTS.
 OH0108'
 OH0108'THE STATION MARK, STAMPED IDA 80-30 1959, PROJECTS ABOUT 3
 OH0108'INCHES.  IT IS 26 FEET EAST OF THE CENTER OF MAPLE GROVE ROAD
 OH0108'(BLACK-TOP), 8 FEET SOUTH OF A WITNESS POST WITH SIGN, 3 FEET
 OH0108'WEST OF THE FENCE LINE AND ABOUT 30 FEET SOUTH OF THE END OF
 OH0108'A ROW OF TREES.
 OH0108'
 OH0108'REFERENCE MARK 1, STAMPED IDA 80-30 NO 1 1959, IS ON THE EAST
 OH0108'SIDE OF THE ROAD, 2 FEET WEST OF THE FENCE LINE, AND PROJECTS
 OH0108'4 INCHES.
 OH0108'
 OH0108'REFERENCE MARK 2, STAMPED IDA 80-30 NO 2 1959, IS ON THE WEST
 OH0108'SIDE OF THE ROAD, 2 FEET EAST OF THE FENCE LINE, AND PROJECTS
 OH0108'4 INCHES.
 OH0108'
 OH0108'THE AZIMUTH MARK, STAMPED IDA 80-30 1959, PROJECTS ABOUT 1
 OH0108'INCH.  IT IS 0.15 MILE NORTH OF THE INTERSECTION OF OVERLAND
 OH0108'ROAD AND MAPLE GROVE ROAD, 22 FEET WEST OF THE CENTER OF MAPLE
 OH0108'GROVE ROAD, 36 FEET SOUTH-SOUTHWEST OF MR. R.G. SCHAAPS MAIL
 OH0108'BOX, 3 FEET EAST OF THE FENCE LINE AND 1 FOOT NORTHWEST OF
 OH0108'A METAL WITNESS POST WITH SIGN.
 OH0108'
 OH0108'THE STATE OF IDAHO DEPARTMENT OF PUBLIC WORKS MARK IS A
 OH0108'BRONZE DISK STAMPED 265 + 66.4, AND SET IN A PRECAST 6-INCH
 OH0108'CONCRETE POST PROJECTING 8 INCHES.  IT IS IN THE NORTHWEST
 OH0108'ANGLE OF THE INTERSECTION OF OVERLAND ROAD AND MAPLE GROVE
 OH0108'ROAD, ACROSS THE ROAD NORTH-NORTHEAST OF THE FIVE MILE COMMUNITY
 OH0108'CHURCH, AND 3 FEET NORTH OF POWER POLE NO. 98.
 OH0108
 OH0108                          STATION RECOVERY (1971)
 OH0108
 OH0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OH0108'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 OH0108'WERE RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 1 HAD BEEN
 OH0108'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  A NEW
 OH0108'AND COMPLETE DESCRIPTION FOLLOWS.
 OH0108'
 OH0108'THE STATION IS 7 MILES SOUTHWEST OF BOISE, AND 1-1/2 MILES
 OH0108'NORTHEAST OF THE FIVE-MILE STORE AND SERVICE STATION ON THE
 OH0108'EAST RIGHT-OF-WAY OF MAPLEGROVE ROAD.
 OH0108'
 OH0108'TO REACH THE STATION FROM THE INTERSECTION ON INTERSTATE
 OH0108'80N, COLE ROAD, AND OVERLAND ROAD GO WEST ON OVERLAND ROAD
 OH0108'FOR 1.0 MILE TO A CROSSROAD, THE FIVE MILE COMMUNITY CHURCH
 OH0108'IS IN THE SOUTHWEST ANGLE OF THIS CROSSROAD.  TURN RIGHT, AND
 OH0108'GO NORTH ON MAPLEGROVE ROAD FOR 0.15 MILE TO THE AZIMUTH MARK
 OH0108'ON THE LEFT.  CONTINUE NORTH ON MAPLEGROVE ROAD FOR 0.25
 OH0108'MILE TO THE STATION MARK ON THE RIGHT, AND THE REFERENCE
 OH0108'MARKS ON THE LEFT.
 OH0108'
 OH0108'AZIMUTH MARK IS ALSO A BENCH MARK.
 OH0108'
 OH0108'THE STATION MARK, STAMPED IDA 80-30 1959, IS A TRAVERSE
 OH0108'STATION DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OH0108'PROJECTS 4 INCHES, 500 FEET SOUTH OF THE RIGHT-OF-WAY FENCE
 OH0108'OF INTERSTATE 80N, 150 FEET SOUTH OF THE DRIVEWAY TO A 2-STORY
 OH0108'DWELLING ON THE EAST SIDE OF THE ROAD, 67 FEET SOUTH OF POWER
 OH0108'POLE NO. 45, 26 FEET EAST OF THE CENTER OF MAPLEGROVE ROAD,
 OH0108'AND 8 FEET SOUTH OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 OH0108'
 OH0108'REFERENCE MARK NO. 2, STAMPED IDA 80-30 NO 2 1959, IS A
 OH0108'STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OH0108'PROJECTS 2 INCHES, 58 FEET NORTHWEST OF THE WITNESS POST, 22
 OH0108'FEET WEST OF THE CENTER OF MAPLEGROVE ROAD, AND 2 FEET EAST
 OH0108'OF THE NORTH-SOUTH FENCE LINE.  (NOTE 11A)
 OH0108'
 OH0108'REFERENCE MARK NO. 3, STAMPED IDA 80-30 NO 3 1971, IS A STANDARD
 OH0108'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0108'4 INCHES, 93 FEET SOUTHWEST OF THE WITNESS POST, 23 FEET WEST
 OH0108'OF THE CENTER OF MAPLEGROVE ROAD, 11 FEET SOUTH OF THE SOUTH
 OH0108'END OF A GATE INTO THE PASTURE, AND 0.5 FOOT EAST OF THE
 OH0108'NORTH-SOUTH FENCE LINE.  (NOTE 11A)
 OH0108'
 OH0108'THE AZIMUTH MARK, STAMPED IDA 80-30 1959, IS A STANDARD
 OH0108'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH,
 OH0108'63 FEET NORTH OF MR. RAY L STUPPYS MAIL BOX, 48 FEET WEST, AND
 OH0108'ACROSS THE ROAD FROM POWER POLE NO. 52, 21 FEET WEST OF THE
 OH0108'CENTER OF MAPLEGROVE ROAD, 8 FEET NORTHWEST OF A T FENCE
 OH0108'CORNER, AND 2 FEET EAST OF A NORTH-SOUTH FENCE LINE.  (NOTE 16A)
 OH0108'
 OH0108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 OH0108'SOUTHWEST OF BOISE.
 OH0108
 OH0108                          STATION RECOVERY (1971)
 OH0108
 OH0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OH0108'5 MI SW FROM BOISE.
 OH0108'REACHED FROM THE INTERSECTION OF INTERSTATE 80N, COLE ROAD, AND
 OH0108'OVERLAND ROAD, JUST SOUTHEAST OF THE RANCHO TRUCK TERMINAL, GO WEST ON
 OH0108'OVERLAND ROAD FOR 1.0 MILE TO A CROSSROAD, THE FIVE MILE COMMUNITY
 OH0108'CHURCH IS IN THE SOUTHWEST ANGLE OF THIS CROSSROAD, TURN RIGHT, AND GO
 OH0108'NORTH ON MAPLEGROVE ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT, 150
 OH0108'FEET SOUTH OF A DRIVEWAY TO A 2-STORY DWELLING ON THE EAST SIDE OF THE
 OH0108'ROAD, 67 FEET SOUTH OF POWER POLE NO. 45, 26 FEET EAST OF THE CENTER
 OH0108'OF MAPLEGROVE ROAD, AND 8 FEET SOUTH OF A METAL WITNESS POST SET IN A
 OH0108'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 OH0108
 OH0108                          STATION RECOVERY (1976)
 OH0108
 OH0108'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH0108'IDA 80-30 RECOVERED EXCELLENT.  POWER POLE NO. 45 IS NOW WYEE 012
 OH0108'F40 60.
 OH0108'
 OH0108'IDA 80-30 NO 2 1959 EMBEDMENT IS EXCELLENT.  EARTH AROUND POST HAS
 OH0108'BEEN EXCAVATED UNTIL POST PROJECTS ABOUT 18 INCHES AND POST APPEARS
 OH0108'TO BE TIPPED SLIGHTLY OUT OF POSITION.
 OH0108'
 OH0108'IDA 80-30 NO 3 1971 RECOVERED EXCELLENT.  FENCE AND PASTURE NO
 OH0108'LONGER EXIST.  MARK IS 5 FEET E OF BEND IN IRRIGATION DITCH WHERE
 OH0108'DITCH TURNS FROM NORTH TO WEST.
 OH0108'
 OH0108'IDA 80-30 1959 (AZI. MK.) RECOVERED EXCELLENT.  WITNESS POST HAS BEEN
 OH0108'BENT OVER AND CUT OFF 6 INCHES ABOVE CONCRETE BASE.
 OH0108'
 OH0108'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT AS
 OH0108'NOTED ABOVE.
 OH0108'
 OH0108'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES WSW OF
 OH0108'STATE CAPITOL BUILDING IN BOISE.
 OH0108
 OH0108                          STATION RECOVERY (1977)
 OH0108
 OH0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OH0108'THE STATION MARK, REFERENCE MARK NO. 3, AND THE AZIMUTH MARK WERE
 OH0108'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAD BEEN
 OH0108'DISTURBED.  REFERENCE MARK NO. 4 WAS ESTABLISHED.  A NEW AND
 OH0108'COMPLETE DESCRIPTION FOLLOWS.
 OH0108'
 OH0108'THE STATION IS ON ROAD RIGHT-OF-WAY.
 OH0108'
 OH0108'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 80N, COLE
 OH0108'ROAD, AND OVERLAND ROAD GO WEST ON OVERLAND ROAD FOR 1.0 MILE TO A
 OH0108'CROSSROAD, THE FIVE MILE COMMUNITY CHURCH IS IN THE SOUTHWEST ANGLE
 OH0108'OF THIS CROSSROAD.  TURN RIGHT, AND GO NORTH ON MAPLE GROVE ROAD FOR
 OH0108'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR
 OH0108'0.25 MILE TO THE STATION ON THE RIGHT.
 OH0108'
 OH0108'THE STATION MARK, STAMPED IDA 80-30 1959, IS A TRAVERSE STATION
 OH0108'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0108'6-INCHES, 500 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE FOR
 OH0108'INTERSTATE 80N, 230 FEET SOUTH-SOUTHEAST OF THE INTERSECTION OF
 OH0108'TEAKWOOD DRIVE, AND MAPLE GROVE ROAD, 67 FEET SOUTH OF POWER POLE
 OH0108'WYEE 012 F40 60, 26 FEET EAST OF THE CENTER OF MAPLE GROVE ROAD,
 OH0108'8 FEET SOUTH OF A METAL WITNESS POST, AND 1 FOOT WEST OF THE
 OH0108'RIGHT-OF-WAY FENCE LINE.
 OH0108'
 OH0108'REFERENCE MARK NO. 3, STAMPED IDA 80-30 NO 3 1971, IS A STANDARD
 OH0108'DISK IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES,
 OH0108'23 FEET WEST OF THE CENTER OF MAPLE GROVE ROAD, AND 1 FOOT EAST OF
 OH0108'AN IRRIGATION DITCH.
 OH0108'
 OH0108'REFERENCE MARK NO. 4, STAMPED IDA 80-30 1959 NO 4 1977, IS A
 OH0108'STANDARD DISK IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0108'3-INCHES, 21 FEET WEST OF THE CENTER OF MAPLE GROVE ROAD, 9 FEET
 OH0108'EAST OF A POLE FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 OH0108'
 OH0108'THE AZIMUTH MARK, STAMPED IDA 80-30 1959, IS A STANDARD DISK SET
 OH0108'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 63 FEET NORTH
 OH0108'OF MR. RAY L. STUPPYS MAIL BOX, 48 FEET WEST, AND ACROSS THE ROAD
 OH0108'FROM A POWER POLE WITH A TRANSFORMER, 21 FEET WEST OF THE CENTER
 OH0108'OF MAPLE GROVE ROAD, 8 FEET NORTHWEST OF A T FENCE CORNER, 3 FEET
 OH0108'SOUTH OF THE PROLONGED CENTER OF THE DRIVEWAY TO HOUSE NO. 1340, 2
 OH0108'FEET EAST OF A NORTH-SOUTH FENCE LINE, AND 1 FOOT NORTH OF A METAL
 OH0108'WITNESS POST.
 OH0108'
 OH0108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHWEST
 OH0108'OF BOISE.
 OH0108
 OH0108                          STATION RECOVERY (1978)
 OH0108
 OH0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH0108'THE STATION, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 OH0108'RECOVERED IN GOOD CONDITION. THE DISTANCE TO BOTH REFERENCE
 OH0108'MARKS 3 AND 4 COMPARED FAVORABLY TO THE 1977 DATA.  THE DIRECTION
 OH0108'DIRECTIONN BETWEEN THE AZIMUTH MARK AND BOTH REFERENCE MARKS
 OH0108'ALSO COMPARED FAVORABLY TO THE 1977 DATA.  REFER3ENCE MARK NUMBER
 OH0108'5 WAS SET AT THIS TIME DUE TO BLOCKED LINES.
 OH0108'THE STATION IS LOCATED 4 MILES EAST-SOUTHEAST OF MERIDIAN, AND
 OH0108'5 MILES WEST--SOOUTHWEST OF THE STATE CAPITOL BUILDING IN
 OH0108'DOWNTOWN BOISE, AND 1/4 MILE SOUTH  OF INTERSTATE HIGHWAY 80N.
 OH0108'
 OH0108'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80N
 OH0108'AND OVERLAND ROAD GO WEST ON OVERLAND ROAD FOR 1.0 MILE TO THE
 OH0108'JUNCTION OF MAPEL GROVE ROAD.  TURN RIGHT AND GO NORTH ON
 OH0108'MAPEL GROVE ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON  THE LEFT.
 OH0108'CONTINUE NORTH ON MAPEL GROVE ROAD FOR 0.25 MILE TO THE STATION
 OH0108'MARK ON THE RIGHT.
 OH0108'
 OH0108'THE STATION IS A STANDARD  CGS DISK
 OH0108'STAMPED---IDA 80 30 1959---,
 OH0108'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 OH0108'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0108'7.8 FEET SOUTH FROM THE WITNESS POST
 OH0108'24.5 FEET EAST FROM THE CENTER OF MAPEL GROVE ROAD.
 OH0108'62.0 FEET SOUTH FROM A POWER POLE NUMBER USTK 015 FT8 60.
 OH0108'.9 FEET WEST FROM THE BARBED WIRE FENCE.
 OH0108'
 OH0108'REFERENCE MARK NUMBER 03 IS A STANDARD  CGS DISK
 OH0108'STAMPED---IDA 80 30 NO 3 1971---,
 OH0108'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 OH0108'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0108'23.5 FEET WEST FROM THE CENTER OF MAPEL GROVE ROAD.
 OH0108'85.6 FEET NORTHWEST FROM A POWER POLE.
 OH0108'116.6 FEET SOUTH FROM A METAL WITNESS POST.
 OH0108'MARK IS LEVEL WITH STATION.
 OH0108'
 OH0108'REFERENCE MARK NUMBER 04 IS A STANDARD  CGS DISK
 OH0108'STAMPED---IDA 80 30 NO 4 1977 1959---,
 OH0108'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 OH0108'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0108'1.1 FEET SOUTH FROM THE METAL WITNESS POST.
 OH0108'9.1  FEET WEST FROM THE CENTER OF MAPEL GROVE ROAD.
 OH0108'23.5 FEET EAST FROM A WOODEN FENCE .
 OH0108'MARK IS LEVEL WITH STATION.
 OH0108'
 OH0108'AZIMUTH MARK NUMBER 01 IS A STANDARD  CGS DISK
 OH0108'STAMPED---IDA 80 30 1959---,
 OH0108'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0108'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0108'1.3 FEET NORTH FROM A METAL WITNESS POST
 OH0108'4 FEET EAST FROM A WOVEN WIRE FENCE.
 OH0108'22.6 FEET WEST FROM THE CENTER OF MAPEL GROVE ROAD.
 OH0108'
 OH0108'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE RM 5 IS ACROSS
 OH0108'THE INTERSTATE, THEREFOR HAZARDOUS.
 OH0108'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 OH0108
 OH0108                          STATION RECOVERY (1981)
 OH0108
 OH0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 OH0108'STATION, RM 2 AND RM 3 RECOVERED AS DESCRIBED.
 OH0108'
 OH0108'AZIMUTH STATION NOT SEARCHED FOR AT THIS TIME.
 OH0108'
 OH0108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHWEST
 OH0108'SECTION OF BOISE.
 OH0108
 OH0108                          STATION RECOVERY (1983)
 OH0108
 OH0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0106 ***********************************************************************
 OH0106  DESIGNATION -  IDA 80 30 AZ MK
 OH0106  PID         -  OH0106
 OH0106  STATE/COUNTY-  ID/ADA
 OH0106  USGS QUAD   -  CLOVERDALE (1979)
 OH0106
 OH0106                         *CURRENT SURVEY CONTROL
 OH0106  ___________________________________________________________________
 OH0106* NAD 83(1992)-  43 35 31.61121(N)    116 17 39.02189(W)     ADJUSTED  
 OH0106* NAVD 88     -       833.121  (meters)    2733.33   (feet)  ADJUSTED  
 OH0106  ___________________________________________________________________
 OH0106  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 OH0106  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 OH0106  DYNAMIC HT  -         832.806 (meters)    2732.30  (feet)  COMP
 OH0106  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 OH0106
 OH0106  HORZ ORDER  -  SECOND
 OH0106  VERT ORDER  -  SECOND    CLASS 0
 OH0106
 OH0106.The horizontal coordinates were established by classical geodetic methods
 OH0106.and adjusted by the National Geodetic Survey in July 1992..
 OH0106
 OH0106.The orthometric height was determined by differential leveling
 OH0106.and adjusted by the National Geodetic Survey in June 1991..
 OH0106
 OH0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0106
 OH0106.The geoid height was determined by GEOID03.
 OH0106
 OH0106.The dynamic height is computed by dividing the NAVD 88
 OH0106.geopotential number by the normal gravity value computed on the
 OH0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0106.degrees latitude (g = 980.6199 gals.).
 OH0106
 OH0106.The modeled gravity was interpolated from observed gravity values.
 OH0106
 OH0106;                    North         East     Units Scale Factor Converg.
 OH0106;SPC ID W     -   214,018.984   756,058.977   MT  0.99995707   -0 22 30.8
 OH0106;UTM  11      - 4,826,813.476   556,975.380   MT  0.99963993   +0 29 12.1
 OH0106
 OH0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0106!SPC ID W     -   0.99987203  x   0.99995707  =   0.99982911
 OH0106!UTM  11      -   0.99987203  x   0.99963993  =   0.99951201
 OH0106
 OH0106                          SUPERSEDED SURVEY CONTROL
 OH0106
 OH0106  NAD 83(1986)-  43 35 31.61161(N)    116 17 39.01931(W) AD(       ) 2
 OH0106  NAD 27      -  43 35 32.01493(N)    116 17 35.58547(W) AD(       ) 2
 OH0106  NGVD 29 (??/??/92)  832.164  (m)         2730.19   (f) ADJ UNCH    2 0
 OH0106
 OH0106.Superseded values are not recommended for survey control.
 OH0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0106.See file dsdata.txt to determine how the superseded data were derived.
 OH0106
 OH0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5697526813(NAD 83)
 OH0106_MARKER: DZ = AZIMUTH MARK DISK
 OH0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0106_SP_SET: MONUMENT
 OH0106_STAMPING: IDA 80-30 1959
 OH0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0106
 OH0106  HISTORY     - Date     Condition        Report By
 OH0106  HISTORY     - 1978     MONUMENTED       NGS
 OH0106  HISTORY     - 1971     GOOD             NGS
 OH0106  HISTORY     - 1983     GOOD             NGS
 OH0106
 OH0106                          STATION DESCRIPTION
 OH0106
 OH0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH0106'THE STATION IS LOCATED 4 MILES EAST-SOUTHEAST OF MERIDIAN AND 5
 OH0106'MILES WEST-SOUTHWEST OF THE STATE CAPITOL BUILDING IN DOWNTOWN
 OH0106'BOISE, AND 1/2 MILE SOUTH OF INTERSTATE HIGHWAY 80N.
 OH0106'
 OH0106'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 OH0106'HIGHWAY 80N AND OVERLAND ROAD, GO WEST ON OVERLAND ROAD FOR 1.0
 OH0106'MILE TO A CROSSROAD, MAPLE GROVE ROAD.  TURN RIGHT AND GO NORTH
 OH0106'ON MAPLE GROVE ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 OH0106'
 OH0106'THE STATION IS A STANDARD NGS DISK
 OH0106'STAMPED---IDA 80 30 1959---,
 OH0106'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0106'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0106'1.3 FEET NORTH FROM THE METAL WITNESS POST.
 OH0106'4.0 FEET WEST FROM A WOVEN WIRE FENCE.
 OH0106'22.6  FEET EAST FROM THE CENTER OF MAPEL GROVE ROAD.
 OH0106'
 OH0106'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE ARE NO
 OH0106'REFERENCE MARKS FOR THIS STATION.
 OH0106'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.20 METERS.
 OH0106
 OH0106                          STATION RECOVERY (1971)
 OH0106
 OH0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OH0106'5 MI SW FROM BOISE.
 OH0106'REACHED FROM THE INTERSECTION OF INTERSTATE 80N, COLE ROAD, AND
 OH0106'OVERLAND ROAD, JUST SOUTHEAST OF THE RANCHERO TRUCK TERMINAL, GO WEST
 OH0106'ON OVERLAND ROAD FOR 1.0 MILE TO A CROSSROAD, THE FIVE MILE COMMUNITY
 OH0106'CHURCH IS IN THE SOUTHWEST ANGLE OF THIS CROSSROAD, TURN RIGHT, AND GO
 OH0106'NORTH ON MAPLEGROVE ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT, 63
 OH0106'FEET NORTH OF MR. RAY L. STUPPYS MAILBOX, 48 FEET WEST, AND ACROSS THE
 OH0106'ROAD FROM POWER POLE NO. 52, 21 FEET WEST OF THE CENTER OF MAPLEGROVE
 OH0106'ROAD, 8 FEET NORTHEAST OF A T FENCE CORNER, AND 2 FEET EAST OF A
 OH0106'NORTH-SOUTH FENCE LINE SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OH0106'IS FLUSH.
 OH0106
 OH0106                          STATION RECOVERY (1983)
 OH0106
 OH0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1276 ***********************************************************************
 OH1276  DESIGNATION -  IDA 80 30 AZ MK TPT
 OH1276  PID         -  OH1276
 OH1276  STATE/COUNTY-  ID/ADA
 OH1276  USGS QUAD   -  CLOVERDALE (1979)
 OH1276
 OH1276                         *CURRENT SURVEY CONTROL
 OH1276  ___________________________________________________________________
 OH1276* NAD 83(1992)-  43 35 31.80020(N)    116 17 39.01174(W)     ADJUSTED  
 OH1276* NAVD 88     -       833.0    (meters)    2733.     (feet)  VERTCON   
 OH1276  ___________________________________________________________________
 OH1276  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 OH1276  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 OH1276
 OH1276  HORZ ORDER  -  SECOND
 OH1276
 OH1276.The horizontal coordinates were established by classical geodetic methods
 OH1276.and adjusted by the National Geodetic Survey in July 1992..
 OH1276
 OH1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1276
 OH1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1276
 OH1276.The geoid height was determined by GEOID03.
 OH1276
 OH1276;                    North         East     Units Scale Factor Converg.
 OH1276;SPC ID W     -   214,024.815   756,059.243   MT  0.99995707   -0 22 30.8
 OH1276;UTM  11      - 4,826,819.308   556,975.558   MT  0.99963993   +0 29 12.1
 OH1276
 OH1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1276!SPC ID W     -   0.99987206  x   0.99995707  =   0.99982914
 OH1276!UTM  11      -   0.99987206  x   0.99963993  =   0.99951204
 OH1276
 OH1276                          SUPERSEDED SURVEY CONTROL
 OH1276
 OH1276  NAD 83(1986)-  43 35 31.80062(N)    116 17 39.00916(W) AD(       ) 2
 OH1276  NAD 27      -  43 35 32.20392(N)    116 17 35.57531(W) AD(       ) 2
 OH1276  NGVD 29 (07/19/86)  832.0    (m)         2730.     (f) VERT ANG       
 OH1276
 OH1276.Superseded values are not recommended for survey control.
 OH1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1276.See file dsdata.txt to determine how the superseded data were derived.
 OH1276
 OH1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5697626819(NAD 83)
 OH1276_MARKER: I = METAL ROD
 OH1276_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 OH1276_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 OH1276_MAGNETIC: I = MARKER IS A STEEL ROD
 OH1276
 OH1276  HISTORY     - Date     Condition        Report By
 OH1276  HISTORY     - 1978     MONUMENTED       NGS
 OH1276
 OH1276                          STATION DESCRIPTION
 OH1276
 OH1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (DCM)
 OH1276'THE STATION IS IN THE INTERSECTION OF MCMILLAN ROAD AND LOCUST
 OH1276'GROVE ROAD.
 OH1276'
 OH1276'THE STATION MARK IS A 5/8-INCH DIAMETER STEEL REBAR IN THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0110 ***********************************************************************
 OH0110  DESIGNATION -  IDA 80 30 RM 3
 OH0110  PID         -  OH0110
 OH0110  STATE/COUNTY-  ID/ADA
 OH0110  USGS QUAD   -  CLOVERDALE (1979)
 OH0110
 OH0110                         *CURRENT SURVEY CONTROL
 OH0110  ___________________________________________________________________
 OH0110* NAD 83(1986)-  43 35 44.     (N)    116 17 38.     (W)     SCALED    
 OH0110* NAVD 88     -       832.81   (+/-2cm)    2732.3    (feet)  VERTCON   
 OH0110  ___________________________________________________________________
 OH0110  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 OH0110
 OH0110  VERT ORDER  -  THIRD (See Below)
 OH0110
 OH0110.The horizontal coordinates were scaled from a topographic map and have
 OH0110.an estimated accuracy of +/- 6 seconds.
 OH0110
 OH0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH0110.The vertical order pertains to the NGVD 29 superseded value.
 OH0110
 OH0110.The geoid height was determined by GEOID03.
 OH0110
 OH0110;                    North         East    Units  Estimated Accuracy
 OH0110;SPC ID W     -   214,400.      756,080.      MT  (+/- 180 meters Scaled)
 OH0110
 OH0110                          SUPERSEDED SURVEY CONTROL
 OH0110
 OH0110  NGVD 29 (03/27/06)  831.86   (m)         2729.2    (f) RESET       3  
 OH0110
 OH0110.Superseded values are not recommended for survey control.
 OH0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0110.See file dsdata.txt to determine how the superseded data were derived.
 OH0110
 OH0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ569271(NAD 83)
 OH0110_MARKER: DR = REFERENCE MARK DISK
 OH0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0110_SP_SET: MONUMENT
 OH0110_STAMPING: IDA 80-30 1959 NO 3 1971
 OH0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0110
 OH0110  HISTORY     - Date     Condition        Report By
 OH0110  HISTORY     - 1971     MONUMENTED       NGS
 OH0110  HISTORY     - 1977     GOOD             NGS
 OH0110
 OH0110                          STATION DESCRIPTION
 OH0110
 OH0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0110'5 MI SW FROM BOISE.
 OH0110'REACHED FROM THE INTERSECTION OF INTERSTATE 80N, COLE ROAD, AND
 OH0110'OVERLAND ROAD, JUST SOUTHEAST OF THE RANCHERO TRUCK TERMINAL, GO WEST
 OH0110'ON OVERLAND ROAD FOR 1.0 MILE TO A CROSSROAD, THE FIVE MILE COMMUNITY
 OH0110'CHURCH IS IN THE SOUTHWEST ANGLE OF THIS CROSSROAD, TURN RIGHT, AND GO
 OH0110'NORTH ON MAPLEGROVE ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT, 86.50
 OH0110'FEET SOUTHWEST OF IDA 80-30 1959, 23 FEET WEST OF THE CENTER OF
 OH0110'MAPLEGROVE ROAD, 11 FEET SOUTH OF THE SOUTH END OF A GATE INTO THE
 OH0110'PASTURE, AND 0.5 FOOT EAST OF THE NORTH-SOUTH FENCE LINE SET IN A
 OH0110'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 OH0110
 OH0110                          STATION RECOVERY (1977)
 OH0110
 OH0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OH0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0111 ***********************************************************************
 OH0111  DESIGNATION -  IDA 80 30 RM 4
 OH0111  PID         -  OH0111
 OH0111  STATE/COUNTY-  ID/ADA
 OH0111  USGS QUAD   -  CLOVERDALE (1979)
 OH0111
 OH0111                         *CURRENT SURVEY CONTROL
 OH0111  ___________________________________________________________________
 OH0111* NAD 83(1986)-  43 35 44.     (N)    116 17 38.     (W)     SCALED    
 OH0111* NAVD 88     -       832.89   (+/-2cm)    2732.6    (feet)  VERTCON   
 OH0111  ___________________________________________________________________
 OH0111  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 OH0111
 OH0111  VERT ORDER  -  THIRD (See Below)
 OH0111
 OH0111.The horizontal coordinates were scaled from a topographic map and have
 OH0111.an estimated accuracy of +/- 6 seconds.
 OH0111
 OH0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH0111.The vertical order pertains to the NGVD 29 superseded value.
 OH0111
 OH0111.The geoid height was determined by GEOID03.
 OH0111
 OH0111;                    North         East    Units  Estimated Accuracy
 OH0111;SPC ID W     -   214,400.      756,080.      MT  (+/- 180 meters Scaled)
 OH0111
 OH0111                          SUPERSEDED SURVEY CONTROL
 OH0111
 OH0111  NGVD 29 (03/27/06)  831.94   (m)         2729.5    (f) RESET       3  
 OH0111
 OH0111.Superseded values are not recommended for survey control.
 OH0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0111.See file dsdata.txt to determine how the superseded data were derived.
 OH0111
 OH0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ569271(NAD 83)
 OH0111_MARKER: DR = REFERENCE MARK DISK
 OH0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0111_SP_SET: MONUMENT
 OH0111_STAMPING: IDA 80-30 1959 NO 4 1977
 OH0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0111
 OH0111  HISTORY     - Date     Condition        Report By
 OH0111  HISTORY     - 1977     MONUMENTED       NGS
 OH0111
 OH0111                          STATION DESCRIPTION
 OH0111
 OH0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OH0111'7.0 MI SW FROM BOISE.
 OH0111'REACHED FROM THE INTERSECTION OF INTERSTATE 80N, COLE ROAD, AND
 OH0111'OVERLAND ROAD, GO WEST ON OVERLAND ROAD FOR 1.0 MILE TO A CROSSROAD,
 OH0111'TURN RIGHT, AND GO NORTH ON MAPLE GROVE ROAD FOR 0.4 MILE TO THE MARK
 OH0111'ON THE LEFT, 64.66 FEET NORTHWEST OF TRAVERSE STATION IDA 80-30 1959,
 OH0111'21 FEET WEST OF THE CENTER OF MAPLE GROVE ROAD, AND 9 FEET EAST OF A
 OH0111'POLE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0116 ***********************************************************************
 OH0116  DESIGNATION -  IDA 80 32
 OH0116  PID         -  OH0116
 OH0116  STATE/COUNTY-  ID/ADA
 OH0116  USGS QUAD   -  CLOVERDALE (1979)
 OH0116
 OH0116                         *CURRENT SURVEY CONTROL
 OH0116  ___________________________________________________________________
 OH0116* NAD 83(1992)-  43 35 24.96801(N)    116 16 00.36806(W)     ADJUSTED  
 OH0116* NAVD 88     -       843.076  (meters)    2765.99   (feet)  ADJUSTED  
 OH0116  ___________________________________________________________________
 OH0116  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 OH0116  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 OH0116  DYNAMIC HT  -         842.754 (meters)    2764.94  (feet)  COMP
 OH0116  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 OH0116
 OH0116  HORZ ORDER  -  SECOND
 OH0116  VERT ORDER  -  SECOND    CLASS 0
 OH0116
 OH0116.The horizontal coordinates were established by classical geodetic methods
 OH0116.and adjusted by the National Geodetic Survey in July 1992..
 OH0116
 OH0116.The orthometric height was determined by differential leveling
 OH0116.and adjusted by the National Geodetic Survey in June 1991..
 OH0116
 OH0116.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0116
 OH0116.The geoid height was determined by GEOID03.
 OH0116
 OH0116.The dynamic height is computed by dividing the NAVD 88
 OH0116.geopotential number by the normal gravity value computed on the
 OH0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0116.degrees latitude (g = 980.6199 gals.).
 OH0116
 OH0116.The modeled gravity was interpolated from observed gravity values.
 OH0116
 OH0116;                    North         East     Units Scale Factor Converg.
 OH0116;SPC ID W     -   213,799.846   758,270.518   MT  0.99995474   -0 21 22.7
 OH0116;UTM  11      - 4,826,627.688   559,189.272   MT  0.99964309   +0 30 20.1
 OH0116
 OH0116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0116!SPC ID W     -   0.99987047  x   0.99995474  =   0.99982521
 OH0116!UTM  11      -   0.99987047  x   0.99964309  =   0.99951360
 OH0116
 OH0116|---------------------------------------------------------------------|
 OH0116| PID    Reference Object                     Distance      Geod. Az  |
 OH0116|                                                           dddmmss.s |
 OH0116| OH0117 IDA 80 32 RM 1                       31.839 METERS 02508     |
 OH0116| OH0118 IDA 80 32 RM 2                       18.133 METERS 11539     |
 OH0116| OH1269 T3N R1 2E SECS 13 18 19 24          APPROX. 0.6 KM 2693310.4 |
 OH0116|---------------------------------------------------------------------|
 OH0116
 OH0116                          SUPERSEDED SURVEY CONTROL
 OH0116
 OH0116  NAD 83(1986)-  43 35 24.96850(N)    116 16 00.36529(W) AD(       ) 2
 OH0116  NAD 27      -  43 35 25.37034(N)    116 15 56.93556(W) AD(       ) 2
 OH0116  NGVD 29 (??/??/92)  842.118  (m)         2762.85   (f) ADJ UNCH    2 0
 OH0116
 OH0116.Superseded values are not recommended for survey control.
 OH0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0116.See file dsdata.txt to determine how the superseded data were derived.
 OH0116
 OH0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5918926628(NAD 83)
 OH0116_MARKER: DS = TRIANGULATION STATION DISK
 OH0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0116_STAMPING: IDA 80 32 1959
 OH0116_MARK LOGO: CGS   
 OH0116_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0116+STABILITY: SURFACE MOTION
 OH0116
 OH0116  HISTORY     - Date     Condition        Report By
 OH0116  HISTORY     - 1959     MONUMENTED       CGS
 OH0116  HISTORY     - 1959     GOOD             CGS
 OH0116  HISTORY     - 1979     GOOD             NGS
 OH0116  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0116  HISTORY     - 19840515 GOOD             NGS
 OH0116
 OH0116                          STATION DESCRIPTION
 OH0116
 OH0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0116'THE STATION IS NEAR THE SOUTHWEST EDGE OF BOISE, IN THE
 OH0116'NORTHWEST ANGLE OF THE INTERSECTION OF BROOKLAWN DRIVE AND
 OH0116'OVERLAND ROAD, IN A NEW RESIDENTIAL AREA ABOUT 1/4 MILE WEST
 OH0116'OF MC KINLEY SCHOOL.  IT IS SET FLUSH AGAINST THE WEST SIDE
 OH0116'OF THE CONCRETE DRAIN CURB, 19 FEET WEST OF THE CENTER OF
 OH0116'BROOKLAWN DRIVE AND 64 FEET NORTH OF THE CENTER OF OVERLAND
 OH0116'ROAD.
 OH0116'
 OH0116'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 OH0116'A CONCRETE POST ABOUT FLUSH WITH THE GROUND SURFACE.  STAMPED
 OH0116'IDA 80-32 1959.
 OH0116'
 OH0116'REFERENCE MARK 1, STAMPED IDA 80-32 NO 1 1959, IS A STANDARD
 OH0116'DISK SET IN A DRILL HOLE NEAR THE SOUTHWEST CORNER OF THE
 OH0116'CONCRETE DRIVEWAY AT THE HOME OF MR. HAROLD A. MEEK, 1508
 OH0116'BROOKLAWN DRIVE.  3 FEET EAST OF THE EAST CURB OF THE STREET
 OH0116'AND 1/2 FOOT NORTH OF THE EDGE OF THE DRIVEWAY.
 OH0116'
 OH0116'REFERENCE MARK 2, STAMPED IDA 80-32 NO 2 1959, IS A STANDARD
 OH0116'DISK SET IN A DRILL HOLE IN THE SIDEWALK 2 FEET WEST OF THE
 OH0116'MAIL BOX OF MR. H.A. KAUFFMAN, 6734 OVERLAND ROAD.
 OH0116
 OH0116                          STATION RECOVERY (1959)
 OH0116
 OH0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0116'IN BOISE.
 OH0116'IN SOUTHWEST BOISE, AT THE INTERSECTION OF OVERLAND ROAD AND BROOKLAWN
 OH0116'DRIVE, 64.0 FEET NORTH OF THE CENTERLINE OF OVERLAND ROAD, 19.0 FEET
 OH0116'WEST OF THE CENTERLINE OF BROOKLAWN DRIVE, 104.45 FEET SOUTHWEST OF
 OH0116'R.M. 1, 59.48 FEET NORTHWEST OF R.M. 2, SET IN A SQUARE CONCRETE POST
 OH0116'FLUSH WITH THE GROUND.
 OH0116
 OH0116                          STATION RECOVERY (1979)
 OH0116
 OH0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH0116'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 OH0116'FOUND IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS
 OH0116'CHECKED.  A DIFFERENCE OF 5 MINUTES AND 19 SECONDS WAS NOTED IN
 OH0116'THE ANGLE BETWEEN THE REFERENCE MARKS.  A COMPLETE DESCRIPTION
 OH0116'FOLLOWS.
 OH0116'
 OH0116'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 18,
 OH0116'T.3 N., R.2 E.  AND AT THE INTERSECTION OF OVERLAND ROAD
 OH0116'AND BROOKLAWN DRIVE.  IT IS ALONG HIGHWAY RIGHT OF WAY.
 OH0116'
 OH0116'TO REACH THE STATION FROM THE OVERLAND ROAD INTERCHANGE ON
 OH0116'INTERSTATE 80 NORTH, GO EAST ON OVERLAND ROAD FOR 0.3 MILE TO
 OH0116'BROOKLAWN DRIVE AND THE STATION ON THE LEFT IN THE NORTHWEST
 OH0116'ANGLE OF THE INTERSECTION.
 OH0116'
 OH0116'THE STATION IS A STANDARD CGS DISK
 OH0116'STAMPED---IDA 80 32 1959---,
 OH0116'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0116'FLUSH WITH GROUND.  IT IS LOCATED
 OH0116'5.7 METERS NORTH FROM A FIRE HYDRANT.
 OH0116'57 FEET SOUTHEAST FROM THE SOUTHEAST CORNER OF A BRICK BUILDING.
 OH0116'0.2 METERS WEST FROM THE CURB OF BROOKLAWN DRIVE.
 OH0116'
 OH0116'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH0116'STAMPED---IDA 80 32 NO 1 1959---,
 OH0116'SET INTO A DRILL HOLE IN THE CONCRETE DRIVEWAY OF HOUSE
 OH0116'NUMBER 1508, BROOKLAWN DRIVE. IT IS LOCATED
 OH0116'0.24 METERS NORTH FROM THE SOUTH EDGE OF THE DRIVEWAY.
 OH0116'1.1 METERS EAST FROM THE EAST CURB OF THE STREET.
 OH0116'MARK IS LEVEL WITH STATION.
 OH0116'
 OH0116'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OH0116'STAMPED---IDA 80 32 NO 2 1959---,
 OH0116'SET INTO A DRILL HOLE IN THE SIDEWALK AT HOUSE NUMBER 6734
 OH0116'OVERLAND ROAD. IT IS LOCATED
 OH0116'0.18 METERS NORTH FROM THE CURB.
 OH0116'59 FEET EAST FROM THE FIRE HYDRANT.
 OH0116'MARK IS LEVEL WITH STATION.
 OH0116'
 OH0116'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF SHRUBBERY AND A
 OH0116'TALL WOOD FENCE ON LINE BETWEEN.
 OH0116'
 OH0116'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0000 METERS.
 OH0116'
 OH0116'AN AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME.
 OH0116
 OH0116                          STATION RECOVERY (1983)
 OH0116
 OH0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0116'MARK NOT FOUND.
 OH0116
 OH0116                          STATION RECOVERY (1984)
 OH0116
 OH0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OH0116'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2 WAS
 OH0116'SEARCHED FOR BUT WAS NOT RECOVERED.  A NEW SIDEWALK WAS BUILT IN THE
 OH0116'AREA.  RM 3 WAS ESTABLISHED AT THIS TIME.  THE STATION IS LOCATED IN
 OH0116'BOISE, AT THE JUNCTION OF OVERLOAD ROAD AND BROOKLAWN DR.
 OH0116' 
 OH0116'THE STATION IS A STANDARD USCGS DISK STAMPED---IDA 80 32 1959---, SET
 OH0116'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER, FLUSH
 OH0116'WITH GROUND.  THE STATION IS LOCATED 63.0 FT (19.2 M) N FROM THE
 OH0116'CENTERLINE OF OVERLOAD ROAD, 19.0 FT (5.8 M) W FROM THE CENTERLINE OF
 OH0116'BROOKLAWN DRIVE, 19.7 FT (6.0 M) N FROM A FIRE HYDRANT, 1.0 FT (0.3 M)
 OH0116'W FROM THE W CURB OF BROOOKLAWN DRIVE.  RM NO 1 IS A STANDARD USCGS
 OH0116'DISK STAMPED---IDA 80 32 NO 1 195----, SET INTO A DRILL HOLE IN
 OH0116'DRIVEWAY OF RESIDENCE OF 1508 BROOKLAWN DRIVE.  THE STATION IS LOCATED
 OH0116'3.9 FT (1.2 M) E FROM THE E CURB OF THE STREET, 0.7 FT (21.3 CM) N
 OH0116'FROM THE S EDGE OF THE DRIVEWAY, AND ABOUT SAME ELEVATION AS THE
 OH0116'STATION.  RM NO 3 IS A STANDARD NGS DISK STAMPED--IDA 80 32 1959 NO 3
 OH0116'1984---, SET INTO A DRILL HOLE IN THE E CURB OF BROOKLAWN DRIVE.  THE
 OH0116'STATION IS LOCATED 19.0 FT (5.8 M) E FROM THE CENTERLINE OF BROOKLAWN
 OH0116'DRIVE, 49.2 FT (15.0 M) N FROM THE CENTERLINE OF OVERLAKE ROAD, AND
 OH0116'ABOUT SAME ELEVATION AS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0117 ***********************************************************************
 OH0117  DESIGNATION -  IDA 80 32 RM 1
 OH0117  PID         -  OH0117
 OH0117  STATE/COUNTY-  ID/ADA
 OH0117  USGS QUAD   -  CLOVERDALE (1979)
 OH0117
 OH0117                         *CURRENT SURVEY CONTROL
 OH0117  ___________________________________________________________________
 OH0117* NAD 83(1986)-  43 35 25.     (N)    116 16 00.     (W)     SCALED    
 OH0117* NAVD 88     -       842.975  (meters)    2765.66   (feet)  ADJUSTED  
 OH0117  ___________________________________________________________________
 OH0117  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 OH0117  DYNAMIC HT  -         842.652 (meters)    2764.60  (feet)  COMP
 OH0117  MODELED GRAV-     980,208.9   (mgal)                       NAVD 88
 OH0117
 OH0117  VERT ORDER  -  SECOND    CLASS 0
 OH0117
 OH0117.The horizontal coordinates were scaled from a topographic map and have
 OH0117.an estimated accuracy of +/- 6 seconds.
 OH0117
 OH0117.The orthometric height was determined by differential leveling
 OH0117.and adjusted by the National Geodetic Survey in June 1991..
 OH0117
 OH0117.The geoid height was determined by GEOID03.
 OH0117
 OH0117.The dynamic height is computed by dividing the NAVD 88
 OH0117.geopotential number by the normal gravity value computed on the
 OH0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0117.degrees latitude (g = 980.6199 gals.).
 OH0117
 OH0117.The modeled gravity was interpolated from observed gravity values.
 OH0117
 OH0117;                    North         East    Units  Estimated Accuracy
 OH0117;SPC ID W     -   213,800.      758,280.      MT  (+/- 180 meters Scaled)
 OH0117
 OH0117                          SUPERSEDED SURVEY CONTROL
 OH0117
 OH0117  NGVD 29 (??/??/92)  842.016  (m)         2762.51   (f) ADJ UNCH    2 0
 OH0117
 OH0117.Superseded values are not recommended for survey control.
 OH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0117.See file dsdata.txt to determine how the superseded data were derived.
 OH0117
 OH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ591266(NAD 83)
 OH0117_MARKER: DR = REFERENCE MARK DISK
 OH0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0117_SP_SET: DRIVEWAY
 OH0117_STAMPING: IDA 80-32 NO 1 1959
 OH0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0117
 OH0117  HISTORY     - Date     Condition        Report By
 OH0117  HISTORY     - 1959     MONUMENTED       CGS
 OH0117  HISTORY     - 1983     GOOD             NGS
 OH0117
 OH0117                          STATION DESCRIPTION
 OH0117
 OH0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0117'IN BOISE.
 OH0117'IN SOUTHWEST BOISE, AT THE INTERSECTION OF OVERLAND ROAD AND BROOKLAWN
 OH0117'DRIVE, 104.45 FEET NORTHEAST OF THE STATION MARK, SET IN DRILL HOLE IN
 OH0117'THE CONCRETE DRIVEWAY AT THE HOME OF MR. HAROLD A MEEK AT 1508
 OH0117'BROOKLAWN DRIVE.
 OH0117
 OH0117                          STATION RECOVERY (1983)
 OH0117
 OH0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0118 ***********************************************************************
 OH0118  DESIGNATION -  IDA 80 32 RM 2
 OH0118  PID         -  OH0118
 OH0118  STATE/COUNTY-  ID/ADA
 OH0118  USGS QUAD   -  CLOVERDALE (1979)
 OH0118
 OH0118                         *CURRENT SURVEY CONTROL
 OH0118  ___________________________________________________________________
 OH0118* NAD 83(1986)-  43 35 25.     (N)    116 16 00.     (W)     SCALED    
 OH0118* NAVD 88     -       843.198  (meters)    2766.39   (feet)  ADJUSTED  
 OH0118  ___________________________________________________________________
 OH0118  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 OH0118  DYNAMIC HT  -         842.875 (meters)    2765.33  (feet)  COMP
 OH0118  MODELED GRAV-     980,208.9   (mgal)                       NAVD 88
 OH0118
 OH0118  VERT ORDER  -  SECOND    CLASS 0
 OH0118
 OH0118.The horizontal coordinates were scaled from a topographic map and have
 OH0118.an estimated accuracy of +/- 6 seconds.
 OH0118
 OH0118.The orthometric height was determined by differential leveling
 OH0118.and adjusted by the National Geodetic Survey in June 1991..
 OH0118
 OH0118.The geoid height was determined by GEOID03.
 OH0118
 OH0118.The dynamic height is computed by dividing the NAVD 88
 OH0118.geopotential number by the normal gravity value computed on the
 OH0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0118.degrees latitude (g = 980.6199 gals.).
 OH0118
 OH0118.The modeled gravity was interpolated from observed gravity values.
 OH0118
 OH0118;                    North         East    Units  Estimated Accuracy
 OH0118;SPC ID W     -   213,800.      758,280.      MT  (+/- 180 meters Scaled)
 OH0118
 OH0118                          SUPERSEDED SURVEY CONTROL
 OH0118
 OH0118  NGVD 29 (??/??/92)  842.239  (m)         2763.25   (f) ADJ UNCH    2 0
 OH0118
 OH0118.Superseded values are not recommended for survey control.
 OH0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0118.See file dsdata.txt to determine how the superseded data were derived.
 OH0118
 OH0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ591266(NAD 83)
 OH0118_MARKER: DR = REFERENCE MARK DISK
 OH0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0118_SP_SET: SIDEWALK
 OH0118_STAMPING: IDA 80-32 NO 2 1959
 OH0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0118
 OH0118  HISTORY     - Date     Condition        Report By
 OH0118  HISTORY     - 1959     MONUMENTED       CGS
 OH0118  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0118
 OH0118                          STATION DESCRIPTION
 OH0118
 OH0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0118'IN BOISE.
 OH0118'IN SOUTHWEST BOISE, AT THE INTERSECTION OF OVERLAND ROAD AND BROOKLAWN
 OH0118'DRIVE, 59.48 FEET SOUTHEAST OF THE STATION MARK, 2.0 FEET WEST OF MR.
 OH0118'H.A. KAUFFMANS MAIL BOX AT 6734 OVERLAND ROAD, SET IN A DRILL HOLE IN
 OH0118'A CONCRETE SIDEWALK.
 OH0118
 OH0118                          STATION RECOVERY (1983)
 OH0118
 OH0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1488 ***********************************************************************
 OH1488  DESIGNATION -  IDA 80 32 RM 3
 OH1488  PID         -  OH1488
 OH1488  STATE/COUNTY-  ID/ADA
 OH1488  USGS QUAD   -  CLOVERDALE (1979)
 OH1488
 OH1488                         *CURRENT SURVEY CONTROL
 OH1488  ___________________________________________________________________
 OH1488* NAD 83(1986)-  43 35 25.     (N)    116 16 00.     (W)     SCALED    
 OH1488* NAVD 88     -       843.19   (meters)    2766.4    (feet)  RESET     
 OH1488  ___________________________________________________________________
 OH1488  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 OH1488
 OH1488  VERT ORDER  -  THIRD
 OH1488
 OH1488.The horizontal coordinates were scaled from a topographic map and have
 OH1488.an estimated accuracy of +/- 6 seconds.
 OH1488
 OH1488.The orthometric height was computed from unverified reset data.
 OH1488.No vertical observational check was made to the station.
 OH1488
 OH1488.The geoid height was determined by GEOID03.
 OH1488
 OH1488;                    North         East    Units  Estimated Accuracy
 OH1488;SPC ID W     -   213,800.      758,280.      MT  (+/- 180 meters Scaled)
 OH1488
 OH1488                          SUPERSEDED SURVEY CONTROL
 OH1488
 OH1488  NGVD 29 (03/27/06)  842.24   (m)         2763.2    (f) RESET       3  
 OH1488
 OH1488.Superseded values are not recommended for survey control.
 OH1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1488.See file dsdata.txt to determine how the superseded data were derived.
 OH1488
 OH1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ591266(NAD 83)
 OH1488_MARKER: DR = REFERENCE MARK DISK
 OH1488_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OH1488_SP_SET: CONCRETE CURB
 OH1488_STAMPING: IDA 80 32 1959 NO 3 1984
 OH1488_MARK LOGO: NGS   
 OH1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1488
 OH1488  HISTORY     - Date     Condition        Report By
 OH1488  HISTORY     - 1984     MONUMENTED       NGS
 OH1488
 OH1488                          STATION DESCRIPTION
 OH1488
 OH1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OH1488'IN BOISE.
 OH1488'IN BOISE, AT THE JUNCTION OF OVERLAND ROAD AND BROOKLAWN DR., 12.19
 OH1488'METERS EAST SOUTHEAST OF STATION 80 32 1959, 15.0 METERS NORTH OF THE
 OH1488'CENTERLINE OF OVERLAKE ROAD, AND 5.8 METERS EAST OF THE CENTERLINE OF
 OH1488'BROOKLAWN DRIVE, IN THE EAST CURB OF BROOKLAWN DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ2333 ***********************************************************************
 AJ2333  DESIGNATION -  IDA 80 33 RESET
 AJ2333  PID         -  AJ2333
 AJ2333  STATE/COUNTY-  ID/ADA
 AJ2333  USGS QUAD   -  CLOVERDALE (1979)
 AJ2333
 AJ2333                         *CURRENT SURVEY CONTROL
 AJ2333  ___________________________________________________________________
 AJ2333* NAD 83(1992)-  43 34 57.21730(N)    116 15 07.05368(W)     ADJUSTED  
 AJ2333* NAVD 88     -       847.90   (meters)    2781.8    (feet)  RESET     
 AJ2333  ___________________________________________________________________
 AJ2333  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 AJ2333  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 AJ2333
 AJ2333  HORZ ORDER  -  SECOND
 AJ2333  VERT ORDER  -  THIRD
 AJ2333
 AJ2333.The horizontal coordinates were established by classical geodetic methods
 AJ2333.and adjusted by the National Geodetic Survey in July 1992..
 AJ2333
 AJ2333.The orthometric height was computed from unverified reset data.
 AJ2333.No vertical observational check was made to the station.
 AJ2333
 AJ2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2333
 AJ2333.The geoid height was determined by GEOID03.
 AJ2333
 AJ2333;                    North         East     Units Scale Factor Converg.
 AJ2333;SPC ID W     -   212,936.121   759,461.230   MT  0.99995354   -0 20 45.8
 AJ2333;UTM  11      - 4,825,782.233   560,392.466   MT  0.99964486   +0 30 56.6
 AJ2333
 AJ2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2333!SPC ID W     -   0.99986971  x   0.99995354  =   0.99982325
 AJ2333!UTM  11      -   0.99986971  x   0.99964486  =   0.99951461
 AJ2333
 AJ2333|---------------------------------------------------------------------|
 AJ2333| PID    Reference Object                     Distance      Geod. Az  |
 AJ2333|                                                           dddmmss.s |
 AJ2333| OH0123 IDA 80 33 RM 1                       13.136 METERS 04823     |
 AJ2333| OH1268 MCCARTER AZ MK                      APPROX. 0.6 KM 2711427.0 |
 AJ2333| OH0121 IDA 80 33 RM 2                       16.984 METERS 30140     |
 AJ2333|---------------------------------------------------------------------|
 AJ2333
 AJ2333                          SUPERSEDED SURVEY CONTROL
 AJ2333
 AJ2333  NAD 83(1986)-  43 34 57.21783(N)    116 15 07.05093(W) AD(       ) 2
 AJ2333  NAD 27      -  43 34 57.61904(N)    116 15 03.62431(W) AD(       ) 2
 AJ2333  NGVD 29 (07/19/86)  847.01   (m)         2778.9    (f) LEVELING    3  
 AJ2333
 AJ2333.Superseded values are not recommended for survey control.
 AJ2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2333.See file dsdata.txt to determine how the superseded data were derived.
 AJ2333
 AJ2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6039225782(NAD 83)
 AJ2333_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ2333_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AJ2333_SP_SET: IRREGULAR MASS OF CONCRETE
 AJ2333_STAMPING: IDA 80 33 1959 1978
 AJ2333_MARK LOGO: NGS   
 AJ2333_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2333+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2001
 AJ2333
 AJ2333  HISTORY     - Date     Condition        Report By
 AJ2333  HISTORY     - 1978     MONUMENTED       RBNF
 AJ2333  HISTORY     - 1978     GOOD             NGS
 AJ2333  HISTORY     - 1983     MARK NOT FOUND   NGS
 AJ2333  HISTORY     - 20011114 GOOD             IDTD
 AJ2333
 AJ2333                          STATION DESCRIPTION
 AJ2333
 AJ2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 AJ2333'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 AJ2333'FOUND IN GOOD CONDITION.  A DIFFERENCE OF 7 MINUTES AND 57
 AJ2333'SECONDS WAS NOTED IN THE ANGLE BETWEEN THE REFERENCE MARKS.
 AJ2333'A DIFFERENCE OF 0.030 METER LONGER WAS NOTED IN THE DISTANCE TO
 AJ2333'REFERENCE MARK 1 AND A DIFFERENCE OF 0.007 METER LONGER WAS
 AJ2333'NOTED IN THE DISTANCE TO REFERENCE MARK 2.  A COMPLETE
 AJ2333'DESCRIPTION FOLLOWS.
 AJ2333'
 AJ2333'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 19,
 AJ2333'T. 3 N., R. 2 E. AND ABOUT 0.5 MILE NORTH OF THE JUNTION OF
 AJ2333'INTERSTATE 80 NORTH AND ORCHARD STREET, ABOUT 0.5 MILE WEST OF
 AJ2333'THE INTERSECTION OF ORCHARD AND TARGET STREETS AND IS ON CITY
 AJ2333'PROPERTY.
 AJ2333'
 AJ2333'TO REACH THE STATION FROM THE ORCHARD INTERCHANGE ON INTERSTATE
 AJ2333'80 NORTH, GO NORTH ON ORCHARD STREET FOR 0.5 MILE TO A SIDE
 AJ2333'STREET LEFT.  TURN LEFT AND GO WEST ON TARGET STREET FOR 0.45
 AJ2333'MILE TO THE STATION IN THE STREET.
 AJ2333'
 AJ2333'THE STATION IS A STANDARD NGS DISK
 AJ2333'STAMPED---IDA 80 33 1959 1978---,
 AJ2333'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 25 CM IN DIAMETER
 AJ2333'RECESSED 1 CM BELOW THE GROUND.  IT IS LOCATED
 AJ2333'3.2 METERS NORTH FROM THE SOUTH CURB OF TAGET STREET.
 AJ2333'4.5 METERS SOUTH FROM THE CENTER OF TARGET STREET.
 AJ2333'7.0 METERS NORTHWEST FROM THE MAILBOX AT HOUSE NUMBER 5659
 AJ2333'16.8 METERS NORTHEAST FROM THE NORTHWEST CORNER OF HOUSE NUMBER 5659
 AJ2333'
 AJ2333'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 AJ2333'STAMPED---IDA 80 33 1959---,
 AJ2333'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 AJ2333'FLUSH WITH GROUND.  IT IS LOCATED
 AJ2333'0.4 METERS SOUTH FROM A RAIL FENCE.
 AJ2333'0.25 METERS WEST FROM A METAL WITNESS POST.
 AJ2333'6.2 METERS NORTH FROM THE CENTER OF TARGET STREET.
 AJ2333'12.7 METERS EAST FROM THE SOUTHEAST CORNER OF A SHED.
 AJ2333'MARK IS LEVEL WITH STATION.
 AJ2333'
 AJ2333'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 AJ2333'STAMPED---IDA 80 33 1959---,
 AJ2333'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 AJ2333'RECESSED 4 CM BELOW THE GROUND.  IT IS LOCATED
 AJ2333'3.2 METERS SOUTH FROM A RAIL FENCE.
 AJ2333'5.3 METERS NORTH FROM THE CENTER OF TARGET STREET.
 AJ2333'8.8 METERS WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A SHED.
 AJ2333'MARK IS LEVEL WITH STATION.
 AJ2333'
 AJ2333'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.8 METERS.
 AJ2333
 AJ2333                          STATION RECOVERY (1983)
 AJ2333
 AJ2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AJ2333'MARK NOT FOUND.
 AJ2333
 AJ2333                          STATION RECOVERY (2001)
 AJ2333
 AJ2333'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 AJ2333'TO REACH FROM THE JUNCTION OF INTERSTATE 84 (EXIT 52) AND ORCHARD
 AJ2333'STREET IN BOISE.  GO NORTH ON ORCHARD STREET FOR 0.65 KM (0.40 MI) TO
 AJ2333'A SIDE STREET ON THE LEFT (TARGEE STREET) TURN LEFT AND GO WEST ON
 AJ2333'TARGEE STREET FOR 0.65 KM (0.40 MI) TO THE MARK ON THE LEFT NEAR THE
 AJ2333'CENTER OF THE EAST BOUND LANE OF TARGEE STREET.  LOCATED 4.5 M (14.8
 AJ2333'FT) NORTH OF THE SOUTH CURB, 7.8 M (25.6 FT) SOUTH OF THE NORTH CURB,
 AJ2333'5.5 M (18.0 FT) NORTHWEST OF THE NUMBER 5659 PAINTED ON THE CURB, 27.0
 AJ2333'M (88.6 FT) EAST OF THE APPROXIMATE CENTER OF S QUICKSILVER STREET,
 AJ2333'17.0 M (55.8 FT) SOUTHEAST OF REFERENCE MARK NUMBER 2 AND 13.1 M (43.0
 AJ2333'FT) SOUTHWEST OF REFERENCE MARK NUMBER 1.  MARK IS A HORIZONTAL
 AJ2333'CONTROL DISK RECESSED 1 CM BELOW THE PAVEMENT AND STAMPED IDA 80 33
 AJ2333'1959 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0123 ***********************************************************************
 OH0123  DESIGNATION -  IDA 80 33 RM 1
 OH0123  PID         -  OH0123
 OH0123  STATE/COUNTY-  ID/ADA
 OH0123  USGS QUAD   -  BOISE SOUTH (1976)
 OH0123
 OH0123                         *CURRENT SURVEY CONTROL
 OH0123  ___________________________________________________________________
 OH0123* NAD 83(1986)-  43 35 15.     (N)    116 14 38.     (W)     SCALED    
 OH0123* NAVD 88     -       847.685  (meters)    2781.11   (feet)  ADJUSTED  
 OH0123  ___________________________________________________________________
 OH0123  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 OH0123  DYNAMIC HT  -         847.358 (meters)    2780.04  (feet)  COMP
 OH0123  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 OH0123
 OH0123  VERT ORDER  -  SECOND    CLASS 0
 OH0123
 OH0123.The horizontal coordinates were scaled from a topographic map and have
 OH0123.an estimated accuracy of +/- 6 seconds.
 OH0123
 OH0123.The orthometric height was determined by differential leveling
 OH0123.and adjusted by the National Geodetic Survey in June 1991..
 OH0123
 OH0123.The geoid height was determined by GEOID03.
 OH0123
 OH0123.The dynamic height is computed by dividing the NAVD 88
 OH0123.geopotential number by the normal gravity value computed on the
 OH0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0123.degrees latitude (g = 980.6199 gals.).
 OH0123
 OH0123.The modeled gravity was interpolated from observed gravity values.
 OH0123
 OH0123;                    North         East    Units  Estimated Accuracy
 OH0123;SPC ID W     -   213,480.      760,120.      MT  (+/- 180 meters Scaled)
 OH0123
 OH0123                          SUPERSEDED SURVEY CONTROL
 OH0123
 OH0123  NGVD 29 (??/??/92)  846.724  (m)         2777.96   (f) ADJ UNCH    2 0
 OH0123
 OH0123.Superseded values are not recommended for survey control.
 OH0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0123.See file dsdata.txt to determine how the superseded data were derived.
 OH0123
 OH0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ610263(NAD 83)
 OH0123_MARKER: DR = REFERENCE MARK DISK
 OH0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0123_STAMPING: IDA 80 33 NO 1 1959
 OH0123_MARK LOGO: CGS   
 OH0123_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0123+STABILITY: SURFACE MOTION
 OH0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0123+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2001
 OH0123
 OH0123  HISTORY     - Date     Condition        Report By
 OH0123  HISTORY     - 1959     MONUMENTED       CGS
 OH0123  HISTORY     - 1983     GOOD             NGS
 OH0123  HISTORY     - 20011114 GOOD             IDTD
 OH0123
 OH0123                          STATION DESCRIPTION
 OH0123
 OH0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0123'IN BOISE.
 OH0123'IN SOUTHWEST BOISE, ON TARGEE STREET, 43.04 FEET NORTHEAST OF THE
 OH0123'STATION MARK, 15.0 FEET NORTH OF THE CENTERLINE OF THE STREET, SET IN
 OH0123'A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 OH0123
 OH0123                          STATION RECOVERY (1983)
 OH0123
 OH0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0123'RECOVERED IN GOOD CONDITION.
 OH0123
 OH0123                          STATION RECOVERY (2001)
 OH0123
 OH0123'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 OH0123'TO REACH FROM THE JUNCTION OF INTERSTATE 84 (EXIT 52) AND ORCHARD
 OH0123'STREET IN BOISE.  GO NORTH ON ORCHARD STREET FOR 0.65 KM (0.40 MI) TO
 OH0123'A SIDE STREET ON THE LEFT (TARGEE STREET) TURN LEFT AND GO WEST ON
 OH0123'TARGEE STREET FOR 0.65 KM (0.40 MI) TO THE MARK ON THE RIGHT.  THE
 OH0123'MARK IS RECESSED 8-INCHES IN THE SIDEWALK INSIDE A 8-INCH IN DIAMETER
 OH0123'METAL SLEEVE WITH A METAL SCREW ON STEEL COVER.  MARK IS STAMPED IDA
 OH0123'80 33 NO 1 1959.  LOCATED 1.05 M (3.44 FT) NORTH OF THE THE SOUTH EDGE
 OH0123'OF THE CURB, 0.65 M (2.13 FT) SOUTH OF THE NORTH EDGE OF THE SIDEWALK,
 OH0123'12.9 M (42.3 FT) EAST-SOUTHEAST OF POWER POLE 55775A AND 6.5 M (21.3
 OH0123'FT) WEST OF THE CENTER OF A DRIVEWAY FOR ADDRESS 5654.  NOTE--A
 OH0123'SPECIAL TOOL IS NEEDED TO REMOVE THE ACCESS COVER IT CAN BE PICKED UP
 OH0123'AT THE IDAHO TRANSPORTATION DEPARTMENT DISTRICT 3 LOCATION SECTION
 OH0123'FROM NEIL GUSTAFSON PHONE--208-334-8336.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0121 ***********************************************************************
 OH0121  DESIGNATION -  IDA 80 33 RM 2
 OH0121  PID         -  OH0121
 OH0121  STATE/COUNTY-  ID/ADA
 OH0121  USGS QUAD   -  BOISE SOUTH (1976)
 OH0121
 OH0121                         *CURRENT SURVEY CONTROL
 OH0121  ___________________________________________________________________
 OH0121* NAD 83(1986)-  43 35 15.     (N)    116 14 38.     (W)     SCALED    
 OH0121* NAVD 88     -       847.708  (meters)    2781.19   (feet)  ADJUSTED  
 OH0121  ___________________________________________________________________
 OH0121  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 OH0121  DYNAMIC HT  -         847.380 (meters)    2780.11  (feet)  COMP
 OH0121  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 OH0121
 OH0121  VERT ORDER  -  SECOND    CLASS 0
 OH0121
 OH0121.The horizontal coordinates were scaled from a topographic map and have
 OH0121.an estimated accuracy of +/- 6 seconds.
 OH0121
 OH0121.The orthometric height was determined by differential leveling
 OH0121.and adjusted by the National Geodetic Survey in June 1991..
 OH0121
 OH0121.The geoid height was determined by GEOID03.
 OH0121
 OH0121.The dynamic height is computed by dividing the NAVD 88
 OH0121.geopotential number by the normal gravity value computed on the
 OH0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0121.degrees latitude (g = 980.6199 gals.).
 OH0121
 OH0121.The modeled gravity was interpolated from observed gravity values.
 OH0121
 OH0121;                    North         East    Units  Estimated Accuracy
 OH0121;SPC ID W     -   213,480.      760,120.      MT  (+/- 180 meters Scaled)
 OH0121
 OH0121                          SUPERSEDED SURVEY CONTROL
 OH0121
 OH0121  NGVD 29 (??/??/92)  846.747  (m)         2778.04   (f) ADJ UNCH    2 0
 OH0121
 OH0121.Superseded values are not recommended for survey control.
 OH0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0121.See file dsdata.txt to determine how the superseded data were derived.
 OH0121
 OH0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ610263(NAD 83)
 OH0121_MARKER: DR = REFERENCE MARK DISK
 OH0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0121_STAMPING: IDA 80 33 NO 2 1959
 OH0121_MARK LOGO: CGS   
 OH0121_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0121+STABILITY: SURFACE MOTION
 OH0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0121+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2001
 OH0121
 OH0121  HISTORY     - Date     Condition        Report By
 OH0121  HISTORY     - 1959     MONUMENTED       CGS
 OH0121  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0121  HISTORY     - 20011114 GOOD             IDTD
 OH0121
 OH0121                          STATION DESCRIPTION
 OH0121
 OH0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0121'IN BOISE.
 OH0121'IN SOUTHWEST BOISE, ON TARGEE STREET, 55.71 FEET NORTHWEST OF THE
 OH0121'STATION MARK, 15.0 FEET NORTH OF THE CENTERLINE OF THE STREET, SET IN
 OH0121'A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 OH0121
 OH0121                          STATION RECOVERY (1983)
 OH0121
 OH0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0121'MARK NOT FOUND.
 OH0121
 OH0121                          STATION RECOVERY (2001)
 OH0121
 OH0121'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 OH0121'TO REACH FROM THE JUNCTION OF INTERSTATE 84 (EXIT 52) AND ORCHARD
 OH0121'STREET GO NORTH ON ORCHARD STREET FOR 0.65 KM (0.40 MI) TO A SIDE
 OH0121'STREET ON THE LEFT (TARGEE STREET) TURN LEFT AND GO WEST ON TARGEE
 OH0121'STREET FOR 0.65 KM (0.40 MI) TO THE MARK ON THE RIGHT.  THE MARK IS
 OH0121'RECESSED 8-INCH IN THE SIDEWALK INSIDE A 8-INCH IN DIAMETER METAL
 OH0121'SLEEVE WITH A METAL SCREW ON STEEL COVER.  MARK IS STAMPED IDA 80 33
 OH0121'NO 2 1959.  LOCATED 1.1 M (3.6 FT) NORTH OF THE SOUTH EDGE OF THE
 OH0121'CURB, 0.55 M (1.80 FT) SOUTH OF THE NORTH EDGE OF THE SIDEWALK, 12.9 M
 OH0121'(42.3 FT) SOUTHWEST OF POWER POLE 55775A AND 6.5 M (21.3 FT) WEST OF
 OH0121'THE CENTER OF THE DRIVEWAY FOR ADDRESS 5674. NOTE--A SPECIAL TOOL IS
 OH0121'NEEDED TO REMOVE THE ACCESS COVER IT CAN BE PICKED UP AT THE IDAHO
 OH0121'TRANSPORTATION DEPARTMENT DISTRICT 3 LOCATION SECTION FROM NEIL
 OH0121'GUSTAFSON.  PHONE 208-334-8336
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0130 ***********************************************************************
 OH0130  DESIGNATION -  IDA 80 34
 OH0130  PID         -  OH0130
 OH0130  STATE/COUNTY-  ID/ADA
 OH0130  USGS QUAD   -  BOISE SOUTH (1976)
 OH0130
 OH0130                         *CURRENT SURVEY CONTROL
 OH0130  ___________________________________________________________________
 OH0130* NAD 83(1992)-  43 34 03.06688(N)    116 12 26.08069(W)     ADJUSTED  
 OH0130* NAVD 88     -       874.085  (meters)    2867.73   (feet)  ADJUSTED  
 OH0130  ___________________________________________________________________
 OH0130  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 OH0130  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 OH0130  DYNAMIC HT  -         873.742 (meters)    2866.60  (feet)  COMP
 OH0130  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 OH0130
 OH0130  HORZ ORDER  -  FIRST
 OH0130  VERT ORDER  -  SECOND    CLASS 0
 OH0130
 OH0130.The horizontal coordinates were established by classical geodetic methods
 OH0130.and adjusted by the National Geodetic Survey in July 1992..
 OH0130
 OH0130.The orthometric height was determined by differential leveling
 OH0130.and adjusted by the National Geodetic Survey in June 1991..
 OH0130
 OH0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0130
 OH0130.The geoid height was determined by GEOID03.
 OH0130
 OH0130.The dynamic height is computed by dividing the NAVD 88
 OH0130.geopotential number by the normal gravity value computed on the
 OH0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0130.degrees latitude (g = 980.6199 gals.).
 OH0130
 OH0130.The modeled gravity was interpolated from observed gravity values.
 OH0130
 OH0130;                    North         East     Units Scale Factor Converg.
 OH0130;SPC ID W     -   211,244.188   763,063.249   MT  0.99995011   -0 18 54.5
 OH0130;UTM  11      - 4,824,145.157   564,018.418   MT  0.99965041   +0 32 47.0
 OH0130
 OH0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0130!SPC ID W     -   0.99986559  x   0.99995011  =   0.99981570
 OH0130!UTM  11      -   0.99986559  x   0.99965041  =   0.99951604
 OH0130
 OH0130:                Primary Azimuth Mark                     Grid Az
 OH0130:SPC ID W     -  BOISE STATE CAPITOL DOME                 006 33 39.1
 OH0130:UTM  11      -  BOISE STATE CAPITOL DOME                 005 41 57.6
 OH0130
 OH0130|---------------------------------------------------------------------|
 OH0130| PID    Reference Object                     Distance      Geod. Az  |
 OH0130|                                                           dddmmss.s |
 OH0130| OH1230 BOISE STATE CAPITOL DOME            APPROX. 5.6 KM 0061444.6 |
 OH0130| OH0129 IDA 80 34 RM 1                       13.274 METERS 03241     |
 OH0130| OH1241 IDA 80 34 AZ MK                     APPROX. 1.3 KM 1080409.5 |
 OH0130| OH0131 IDA 80 34 RM 3                       20.851 METERS 13831     |
 OH0130| OH1248 VOR BOISE BOI                       APPROX. 2.9 KM 2712048.8 |
 OH0130| OH1245 APT BCN BOISE TERMINAL NEW          APPROX. 1.1 KM 2793513.2 |
 OH0130| OH0128 IDA 80 34 RM 2                       18.271 METERS 30737     |
 OH0130| OH1233 BOISE U PAC DEPOT CLOCK TOWER       APPROX. 3.9 KM 3510653.8 |
 OH0130|---------------------------------------------------------------------|
 OH0130
 OH0130                          SUPERSEDED SURVEY CONTROL
 OH0130
 OH0130  NAD 83(1986)-  43 34 03.06743(N)    116 12 26.07779(W) AD(       ) 1
 OH0130  NAD 27      -  43 34 03.46592(N)    116 12 22.65790(W) AD(       ) 1
 OH0130  NGVD 29 (??/??/92)  873.130  (m)         2864.59   (f) ADJ UNCH    2 0
 OH0130
 OH0130.Superseded values are not recommended for survey control.
 OH0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0130.See file dsdata.txt to determine how the superseded data were derived.
 OH0130
 OH0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6401824145(NAD 83)
 OH0130_MARKER: DE = TRAVERSE STATION DISK
 OH0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0130_STAMPING: IDA 80-34 1959
 OH0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0130+STABILITY: SURFACE MOTION
 OH0130
 OH0130  HISTORY     - Date     Condition        Report By
 OH0130  HISTORY     - 1959     MONUMENTED       CGS
 OH0130  HISTORY     - 1959     GOOD             CGS
 OH0130  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OH0130  HISTORY     - 1976     GOOD             LOCENG
 OH0130  HISTORY     - 1977     GOOD             NGS
 OH0130  HISTORY     - 1977     GOOD             NGS
 OH0130  HISTORY     - 1978     GOOD             NGS
 OH0130  HISTORY     - 1983     GOOD             NGS
 OH0130
 OH0130                          STATION DESCRIPTION
 OH0130
 OH0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0130'THE STATION IS 1.0 MILE EAST OF THE BOISE MUNICIPAL AIRPORT
 OH0130'ADMINISTRATION BUILDINGS, AND ON THE TOP IF THE BEACH ABOVE AND
 OH0130'SOUTH OF THE SUNRISE RIM SUBDIVISION AND AT THE SUNRISE RIM WATER
 OH0130'TANK AND WELL.
 OH0130'
 OH0130'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND ORCHARD STREET
 OH0130'IN WEST BOISE GO SOUTH ON ORCHARD STREET FOR 3.2 MILES TO THE
 OH0130'BRIDGE OVER THE NEW YORK CANAL AND A GRAVELED ROAD LEFT, TURN LEFT,
 OH0130'EAST, ONTO THE GRAVELED ROAD FOR 1.0 MILE TO A CROSS ROAD
 OH0130'INTERSECTION, CONTINUE EAST FOR 0.4 MILE TO THE MAIN AIRPORT ROAD
 OH0130'(PAVED), CONTINUE EAST FOR 0.2 MILE TO THE POWERLINE CROSSING
 OH0130'AND A ROAD RIGHT, TURN RIGHT, SOUTH, AND FOLLOW THE POWER LINE
 OH0130'ROAD FOR 0.3 MILE TO THE WATER TANK AND THE STATION ON THE LEFT
 OH0130'AT THE WEST SIDE OF THE WATER TANK.
 OH0130'
 OH0130'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 OH0130'PROJECTING 4 INCHES AND STAMPED IDA 80-34 1959.  IT IS 44 FEET WEST
 OH0130'AND 15 FEET SOUTH OF THE WEST EDGE OF THE WATER TANK, 24 FEET EAST
 OH0130'OF THE CENTER LINE OF THE GRAVELED ROAD, 6 FEET NORTHEAST OF A
 OH0130'POWER POLE AND 4 FEET EAST OF A METAL WITNESS POST WITH SIGN
 OH0130'ATTACHED.
 OH0130'
 OH0130'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 OH0130'PROJECTING 4 INCHES AND STAMPED IDA 80-34 NO 1 1959.  IT IS 45 FEET
 OH0130'EAST OF THE CENTER LINE OF THE ROAD AND 2 FEET WEST OF THE
 OH0130'NORTHWEST CORNER OF THE FENCE SURROUNDING THE WATER TANK AND WELL.
 OH0130'
 OH0130'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 OH0130'PROJECTING 4 INCHES AND STAMPED IDA 80-34 NO 2 1959.  IT IS ON RANGE
 OH0130'WITH THE NORTH LINE OF THE FENCE SURROUNDING THE WATER TANK AND
 OH0130'WELL AND 20 FEET WEST OF THE CENTER LINE OF THE ROAD.
 OH0130'
 OH0130'A 2-WHEEL DRIVE STATION.
 OH0130
 OH0130                          STATION RECOVERY (1959)
 OH0130
 OH0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0130'2.7 MI SE FROM BOISE.
 OH0130'2.1 MILES SOUTH ALONG VISTA AVE. FROM THE RAILROAD DEPOT AT BOISE TO
 OH0130'WRIGHT ST., THENCE 0.2 MILE EAST, THENCE 0.4 MILE SOUTHEAST CROSS
 OH0130'COUNTRY, 59.6 FEET SOUTHEAST OF R.M. 2, 44.0 FEET WEST OF THE SUNRISE
 OH0130'RIM WATER TANK, 43.5 FEET SOUTH OF R.M. 1, 23.0 FEET EAST OF THE
 OH0130'CENTERLINE OF A DIRT ROAD, 4.0 FEET EAST OF A METAL WITNESS, SET IN A
 OH0130'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
 OH0130
 OH0130                          STATION RECOVERY (1965)
 OH0130
 OH0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 OH0130'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND
 OH0130'TO BE IN GOOD CONDITION.
 OH0130
 OH0130                          STATION RECOVERY (1976)
 OH0130
 OH0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH0130'IDA 80-34 1959 RECOVERED EXCELLENT.  (SET IN 6-INCH DIAMETER
 OH0130'CONCRETE POST RATHER THAN IN SQUARE CONCRETE POST.) APPEARS TO
 OH0130'BE NON-STANDARD POST.  MARK MAY HAVE BEEN RESET BY OTHERS.
 OH0130'
 OH0130'IDA 80-34 NO 1 1959 RECOVERED EXCELLENT.  (25 FT. WEST OF
 OH0130'TRANSFORMER POLE.  17 FT. SW OF SW CORNER OF FRAME RESIDENCE.  25
 OH0130'FT. NW OF SIDE OF WATER TANK.
 OH0130'
 OH0130'IDA 80-34 NO 2 1959 COULD NOT BE FOUND.  EVIDENTLY COVERED OVER OR
 OH0130'REMOVED WHEN ROAD WAS WIDENED AND PAVED.  NO ATTEMPT WAS MADE TO CUT
 OH0130'THROUGH ASPHALT PAVEMENT IN SEARCH OF MARK.  DIRECTIONS
 OH0130'TO STATION SHOULD BE CHANGED TO READ--TO REACH STATION FROM CENTER
 OH0130'OF VISTA AVE. INTERCHANGE ON I80N (EXIT 53), 3.6 MILES SOUTH OF
 OH0130'STATE CAPITOL BUILDING IN BOISE, GO SOUTH-SOUTHWEST ON VISTA AVE.
 OH0130'FOR 0.15 MILE TO AIRPORT WAY ON LEFT.  TURN LEFT, EAST, AND
 OH0130'PROCEED ON AIRPORT WAY FOR 0.5 MILE TO DEVELOPMENT AVE.  PROCEED
 OH0130'SOUTH ON DEVELOPMENT AVE. FOR 0.1 MILE TO WATER TANK AND STATION
 OH0130'ON LEFT AT WEST SIDE OF WATER TANK.
 OH0130'
 OH0130'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES (AIRLINE)
 OH0130'SOUTH OF STATE CAPITOL BUILDING IN BOISE.
 OH0130
 OH0130                          STATION RECOVERY (1977)
 OH0130
 OH0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OH0130'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 OH0130'CONDITION.  THE STATION MARK IS IN A CYLINDRICAL CONCRETE MONUMENT
 OH0130'INSTEAD OF A SQUARE CONCRETE MONUMENT.  REFERENCE MARK NO. 2 HAD
 OH0130'BEEN DESTROYED.  REFERENCE MARK NO. 3, AND AN AZIMUTH MARK WERE
 OH0130'ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH0130'
 OH0130'TO REACH THE STATION FROM THE WHITNEY BRANCH OF THE BOISE POST
 OH0130'OFFICE, GO WEST ON BANK DRIVE FOR 1 BLOCK, TURN LEFT, AND GO SOUTH
 OH0130'ON VISTA AVENUE FOR 1.55 MILES TO A CROSS STREET, JUST AFTER
 OH0130'CROSSING OVER THE FREEWAY, TURN LEFT, AND PROCEED EAST ON AIRPORT
 OH0130'WAY FOR 0.5 MILE TO DEVELOPMENT AVENUE, TURN RIGHT, AND GO SOUTH
 OH0130'FOR 0.1 MILE TO THE SUNRISE RIM WATER TANK, AND THE STATION ON THE
 OH0130'LEFT.
 OH0130'
 OH0130'THE STATION MARK, STAMPED IDA 80-34 1959, IS A STANDARD TRAVERSE
 OH0130'STATION DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 6-INCHES
 OH0130'IN DIAMETER, AND PROJECTS 2-INCHES, 47 FEET EAST OF THE CENTER OF
 OH0130'DEVELOPMENT AVENUE, 47 FEET SOUTHWEST OF THE WATER TANK, 13 FEET
 OH0130'SOUTH OF THE CENTER OF THE CIRCULAR DRIVE, AND 3.5 FEET EAST OF A
 OH0130'METAL WITNESS POST.
 OH0130'
 OH0130'REFERENCE MARK NO. 1, STAMPED IDA 80-34 NO 1 1959, IS A STANDARD
 OH0130'DISK IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES,
 OH0130'72 FEET EAST OF THE CENTER OF DEVELOPMENT DRIVE, 25 FEET NORTHWEST
 OH0130'OF THE WATER TANK, AND 17 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 OH0130'OF AN OFFICE BUILDING.
 OH0130'
 OH0130'REFERENCE MARK NO. 3, STAMPED IDA 80-34 1959 NO 3 1977, IS A
 OH0130'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE STEP TO THE
 OH0130'CINDER BLOCK BUILDING, 74 FEET EAST OF THE CENTER OF DEVELOPMENT
 OH0130'AVENUE, 9 FEET EAST OF THE CENTER OF THE CIRCULAR DRIVE, 3 FEET
 OH0130'WEST OF THE ENTRANCE TO THE CINDER BLOCK BUILDING, AND 0.7 FOOT
 OH0130'SOUTHEAST OF THE NORTHWEST CORNER OF THE STEP.
 OH0130'
 OH0130'TO REACH THE AZIMUTH MARK FROM THE VISTA AVENUE INTERCHANGE, (EXIT
 OH0130'53), GO SOUTHEAST ON INTERSTATE 80N FOR 1.3 MILES TO THE OVERPASS
 OH0130'OVER THE RAILROAD, AND THE AZIMUTH MARK ON THE RIGHT.
 OH0130'
 OH0130'THE AZIMUTH MARK, STAMPED IDA 80-34 1959 1977, IS A STANDARD DISK
 OH0130'CEMENTED IN A DRILL HOLE IN THE CONCRETE DRAIN FOR THE OVERPASS,
 OH0130'0.15 MILE NORTHWEST OF MILEPOST NO. 55, 26 FEET SOUTHWEST OF THE
 OH0130'EASTBOUND LANES OF INTERSTATE 80N, 3 FEET WEST OF THE NORTHWEST
 OH0130'CORNER OF THE OVERPASS, AND 2.5 FEET NORTH OF A METAL WITNESS
 OH0130'POST.
 OH0130'
 OH0130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 OH0130'BOISE.
 OH0130
 OH0130                          STATION RECOVERY (1977)
 OH0130
 OH0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OH0130'RECOVERED IN GOOD CONDITION.
 OH0130
 OH0130                          STATION RECOVERY (1978)
 OH0130
 OH0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH0130'AS THERE WAS NO DATA AVAILABLE FOR THIS STATION IT WAS IMPOSSIBLE
 OH0130'TO CHECK PREVIOUS MEASUREMENTS AND DISTANCES.
 OH0130'THE STATION IS LOCATED ABOUT 1 MILE EAST OF BOISE MUNICIPAL
 OH0130'AIRPORT AND JUST SOUTH OF INTERSTATE HIGHWAY 80N.  IT IS IN THE
 OH0130'SOUTHWEST 1/4 OF SECTION 27, R2E, T2N.
 OH0130'
 OH0130'TO REACH THE STATION FROM THE VISTA INTERCHANGE ON INTERSTATE
 OH0130'HIGHWAY 80N, GO SOUTH ON VISTA AVENUE FOR 0.1 MILE TO AIRPORT
 OH0130'WAY.  TURN LEFT AND GO EAST ON AIRPORT WAY FOR 0.5 MILE TO
 OH0130'DEVELOPMENT AVENUE, BEAR RIGHT FOR 0.1 MILE TO THE STATION ON
 OH0130'THE LEFT.
 OH0130'
 OH0130'THE STATION IS A STANDARD CGS DISK
 OH0130'STAMPED---IDA 80-34 1959---,
 OH0130'SET INTO THE TOP OF A 6-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 OH0130'05 CM ABOVE THE GROUND.
 OH0130'IT IS LOCATED
 OH0130'1.3 METERS EAST FROM A METAL WITNESS POST,
 OH0130'4.6 METERS SOUTH FROM A GRAVELED ROAD,
 OH0130'13.8 METERS NORTHWEST FROM EDGE OF WATER TANK AND
 OH0130'14.8 METERS EAST FROM CENTER OF DEVELOPMENT AVENUE.
 OH0130'
 OH0130'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH0130'STAMPED---IDA 80-34 NO 1 1959---,
 OH0130'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0130'PROJECTING 08 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0130'7.7 METERS NORTH-NORTHWEST FROM EDGE OF WATER TANK,
 OH0130'13.8 METERS SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND
 OH0130'21.6 METERS EAST FROM THE CENTER OF DEVELOPMENT AVENUE.
 OH0130'MARK IS LEVEL WITH STATION.
 OH0130'
 OH0130'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 OH0130'STAMPED---IDA 80-34 1959 NO 3 1973---,
 OH0130'SET INTO A DRILL HOLE IN CONCRETE SLAB.
 OH0130'IT IS LOCATED
 OH0130'O.7 METERS WEST FROM CONCRETE BLOCK BUILDING,
 OH0130'22.0 METERS SOUTHEAST FROM THE CENTER OF DEVELOPMENT AVENUE AND
 OH0130'29.1 METERS SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 OH0130'MARK IS LEVEL WITH STATION.
 OH0130'
 OH0130'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 15.6 METERS.
 OH0130
 OH0130                          STATION RECOVERY (1983)
 OH0130
 OH0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1241 ***********************************************************************
 OH1241  DESIGNATION -  IDA 80 34 AZ MK
 OH1241  PID         -  OH1241
 OH1241  STATE/COUNTY-  ID/ADA
 OH1241  USGS QUAD   -  BOISE SOUTH (1976)
 OH1241
 OH1241                         *CURRENT SURVEY CONTROL
 OH1241  ___________________________________________________________________
 OH1241* NAD 83(1992)-  43 33 49.67371(N)    116 11 29.64413(W)     ADJUSTED  
 OH1241* NAVD 88     -       883.4    (meters)    2898.     (feet)  VERTCON   
 OH1241  ___________________________________________________________________
 OH1241  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 OH1241  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 OH1241
 OH1241  HORZ ORDER  -  FIRST
 OH1241
 OH1241.The horizontal coordinates were established by classical geodetic methods
 OH1241.and adjusted by the National Geodetic Survey in July 1992..
 OH1241
 OH1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1241
 OH1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1241
 OH1241.The geoid height was determined by GEOID03.
 OH1241
 OH1241;                    North         East     Units Scale Factor Converg.
 OH1241;SPC ID W     -   210,824.027   764,327.447   MT  0.99994898   -0 18 15.5
 OH1241;UTM  11      - 4,823,744.171   565,288.412   MT  0.99965243   +0 33 25.8
 OH1241
 OH1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1241!SPC ID W     -   0.99986413  x   0.99994898  =   0.99981311
 OH1241!UTM  11      -   0.99986413  x   0.99965243  =   0.99951660
 OH1241
 OH1241|---------------------------------------------------------------------|
 OH1241| PID    Reference Object                     Distance      Geod. Az  |
 OH1241|                                                           dddmmss.s |
 OH1241| OH0133 IDA 80 35                           362.006 METERS 25653     |
 OH1241| OH0130 IDA 80 34                           APPROX. 1.3 KM 2880448.4 |
 OH1241|---------------------------------------------------------------------|
 OH1241
 OH1241                          SUPERSEDED SURVEY CONTROL
 OH1241
 OH1241  NAD 83(1986)-  43 33 49.67428(N)    116 11 29.64108(W) AD(       ) 1
 OH1241  NAD 27      -  43 33 50.07193(N)    116 11 26.22390(W) AD(       ) 1
 OH1241  NGVD 29 (07/19/86)  882.4    (m)         2895.     (f) VERT ANG       
 OH1241
 OH1241.Superseded values are not recommended for survey control.
 OH1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1241.See file dsdata.txt to determine how the superseded data were derived.
 OH1241
 OH1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6528823744(NAD 83)
 OH1241_MARKER: DZ = AZIMUTH MARK DISK
 OH1241_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OH1241+WITH SETTING: PAVEMENT
 OH1241
 OH1241  HISTORY     - Date     Condition        Report By
 OH1241  HISTORY     - 1978     MONUMENTED       NGS
 OH1241
 OH1241                          STATION DESCRIPTION
 OH1241
 OH1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH1241'THE STATION MARK, A STANDARD NGS AZIMUTH MARK DISK WAS RECOVERED
 OH1241'IN GOOD CONDITION WITH THE EXCEPTION OF THE STAMPING.  THE YEAR
 OH1241'NUMBERS(1977)ARE ALMOST ILLEGIBLE.
 OH1241'
 OH1241'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 26,
 OH1241'T3N, R2E, 3 3/4 MILES SOUTH OF BOISE, 2 MILES SOUTHWEST
 OH1241'OF THE BOISE RIVER, ALONG THE SOUTH SIDE OF THE EAST BOUND
 OH1241'LANE OF INTERSTATE HIGHWAY 80N, NEAR THE SOUTHWEST CORNER OF THE
 OH1241'OVERPASS OVER THE UNION PACIFIC RAILROAD TRACKS.
 OH1241'
 OH1241'TO REACH THE STATION FROM THE JUNCTION OF COMMERCE AVE AND
 OH1241'INTERSTATE HIGHWAY 80N,(EXIT 54) GO EASTERLY ON INTERSTATE
 OH1241'HIGHWAY 80N FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 OH1241'
 OH1241'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 OH1241'STAMPED---IDA 80 34 1959 1977 ---,
 OH1241'SET INTO THE CONCRETE DRAINAGE BASIN OF THE OVERPASS OVER THE
 OH1241'UNION PACIFIC RAILROAD TRACKS.
 OH1241'IT IS LOCATED
 OH1241'2.6 FEET SOUTH FROM THE GUARD RAIL.
 OH1241'2.7 FEET NORTHWEST FROM THE METAL WITNESS POST.
 OH1241'3.5 FEET SOUTHWEST FROM THE CORNER OF THE BRIDGE RAIL.
 OH1241'
 OH1241'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE ARE NONE
 OH1241'
 OH1241'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0129 ***********************************************************************
 OH0129  DESIGNATION -  IDA 80 34 RM 1
 OH0129  PID         -  OH0129
 OH0129  STATE/COUNTY-  ID/ADA
 OH0129  USGS QUAD   -  BOISE SOUTH (1976)
 OH0129
 OH0129                         *CURRENT SURVEY CONTROL
 OH0129  ___________________________________________________________________
 OH0129* NAD 83(1986)-  43 34 04.     (N)    116 12 25.     (W)     SCALED    
 OH0129* NAVD 88     -       874.000  (meters)    2867.45   (feet)  ADJUSTED  
 OH0129  ___________________________________________________________________
 OH0129  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 OH0129  DYNAMIC HT  -         873.657 (meters)    2866.32  (feet)  COMP
 OH0129  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 OH0129
 OH0129  VERT ORDER  -  SECOND    CLASS 0
 OH0129
 OH0129.The horizontal coordinates were scaled from a topographic map and have
 OH0129.an estimated accuracy of +/- 6 seconds.
 OH0129
 OH0129.The orthometric height was determined by differential leveling
 OH0129.and adjusted by the National Geodetic Survey in June 1991..
 OH0129
 OH0129.The geoid height was determined by GEOID03.
 OH0129
 OH0129.The dynamic height is computed by dividing the NAVD 88
 OH0129.geopotential number by the normal gravity value computed on the
 OH0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0129.degrees latitude (g = 980.6199 gals.).
 OH0129
 OH0129.The modeled gravity was interpolated from observed gravity values.
 OH0129
 OH0129;                    North         East    Units  Estimated Accuracy
 OH0129;SPC ID W     -   211,270.      763,090.      MT  (+/- 180 meters Scaled)
 OH0129
 OH0129                          SUPERSEDED SURVEY CONTROL
 OH0129
 OH0129  NGVD 29 (??/??/92)  873.045  (m)         2864.32   (f) ADJ UNCH    2 0
 OH0129
 OH0129.Superseded values are not recommended for survey control.
 OH0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0129.See file dsdata.txt to determine how the superseded data were derived.
 OH0129
 OH0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ640241(NAD 83)
 OH0129_MARKER: DR = REFERENCE MARK DISK
 OH0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0129_STAMPING: IDA 80-34 NO 1 1959
 OH0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0129+STABILITY: SURFACE MOTION
 OH0129
 OH0129  HISTORY     - Date     Condition        Report By
 OH0129  HISTORY     - 1959     MONUMENTED       CGS
 OH0129  HISTORY     - 1977     GOOD             NGS
 OH0129  HISTORY     - 1983     GOOD             NGS
 OH0129
 OH0129                          STATION DESCRIPTION
 OH0129
 OH0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0129'2.7 MI SE FROM BOISE.
 OH0129'2.1 MILES SOUTH ALONG VISTA AVE. FROM THE RAILROAD DEPOT AT BOISE TO
 OH0129'WRIGHT ST., THENCE 0.2 MILE EAST, THENCE 0.4 MILE SOUTHEAST CROSS
 OH0129'COUNTRY, 45.0 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 43.5 FEET
 OH0129'NORTH OF THE STATION MARK, 27.0 FEET NORTHWEST OF THE SUNRISE RIM
 OH0129'WATER TANK, SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OH0129
 OH0129                          STATION RECOVERY (1977)
 OH0129
 OH0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OH0129'RECOVERED IN GOOD CONDITION.
 OH0129
 OH0129                          STATION RECOVERY (1983)
 OH0129
 OH0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0131 ***********************************************************************
 OH0131  DESIGNATION -  IDA 80 34 RM 3
 OH0131  PID         -  OH0131
 OH0131  STATE/COUNTY-  ID/ADA
 OH0131  USGS QUAD   -  BOISE SOUTH (1976)
 OH0131
 OH0131                         *CURRENT SURVEY CONTROL
 OH0131  ___________________________________________________________________
 OH0131* NAD 83(1986)-  43 34 03.     (N)    116 12 25.     (W)     SCALED    
 OH0131* NAVD 88     -       874.45   (+/-2cm)    2868.9    (feet)  VERTCON   
 OH0131  ___________________________________________________________________
 OH0131  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 OH0131
 OH0131  VERT ORDER  -  THIRD (See Below)
 OH0131
 OH0131.The horizontal coordinates were scaled from a topographic map and have
 OH0131.an estimated accuracy of +/- 6 seconds.
 OH0131
 OH0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH0131.The vertical order pertains to the NGVD 29 superseded value.
 OH0131
 OH0131.The geoid height was determined by GEOID03.
 OH0131
 OH0131;                    North         East    Units  Estimated Accuracy
 OH0131;SPC ID W     -   211,240.      763,090.      MT  (+/- 180 meters Scaled)
 OH0131
 OH0131                          SUPERSEDED SURVEY CONTROL
 OH0131
 OH0131  NGVD 29 (03/27/06)  873.50   (m)         2865.8    (f) RESET       3  
 OH0131
 OH0131.Superseded values are not recommended for survey control.
 OH0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0131.See file dsdata.txt to determine how the superseded data were derived.
 OH0131
 OH0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ640241(NAD 83)
 OH0131_MARKER: DR = REFERENCE MARK DISK
 OH0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0131_SP_SET: STEP
 OH0131_STAMPING: IDA 80-34 1959 NO 3 1977
 OH0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0131
 OH0131  HISTORY     - Date     Condition        Report By
 OH0131  HISTORY     - 1977     MONUMENTED       NGS
 OH0131  HISTORY     - 1983     GOOD             NGS
 OH0131
 OH0131                          STATION DESCRIPTION
 OH0131
 OH0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OH0131'4.0 MI S FROM BOISE.
 OH0131'REACHED FROM THE WHITNEY BRANCH OF THE BOISE POST OFFICE GO WEST ON
 OH0131'BANK DRIVE FOR 1 BLOCK, TURN LEFT, AND GO SOUTH ON VISTA AVENUE FOR
 OH0131'1.55 MILES TO A CROSS STREET, JUST AFTER CROSSING OVER THE FREEWAY
 OH0131'TURN LEFT, AND PROCEED EAST ON AIRPORT WAY FOR O.5 MILE TO DEVELOPMENT
 OH0131'AVENUE, TURN RIGHT, AND GO SOUTH FOR 0.1 MILE TO THE SUNRISE RIM WATER
 OH0131'TANK, AND THE MARK ON THE LEFT, 74 FEET EAST OF THE CENTER OF
 OH0131'DEVELOPMENT AVENUE, 68.42 FEET SOUTHEAST OF TRAVERSE STATION IDA 80-34
 OH0131'1959, 7 FEET EAST OF THE CENTER OF THE CIRCULAR DRIVE 3 FEET WEST OF
 OH0131'THE ENTRANCE TO THE CINDER BLOCK BUILDING, AND 0.7 FOOT SOUTHEAST OF
 OH0131'THE NORTHWEST CORNER OF THE STEP.
 OH0131
 OH0131                          STATION RECOVERY (1983)
 OH0131
 OH0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0133 ***********************************************************************
 OH0133  DESIGNATION -  IDA 80 35
 OH0133  PID         -  OH0133
 OH0133  STATE/COUNTY-  ID/ADA
 OH0133  USGS QUAD   -  BOISE SOUTH (1976)
 OH0133
 OH0133                         *CURRENT SURVEY CONTROL
 OH0133  ___________________________________________________________________
 OH0133* NAD 83(1992)-  43 33 47.01259(N)    116 11 45.35412(W)     ADJUSTED  
 OH0133* NAVD 88     -       879.424  (meters)    2885.24   (feet)  ADJUSTED  
 OH0133  ___________________________________________________________________
 OH0133  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 OH0133  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 OH0133  DYNAMIC HT  -         879.078 (meters)    2884.11  (feet)  COMP
 OH0133  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 OH0133
 OH0133  HORZ ORDER  -  SECOND
 OH0133  VERT ORDER  -  SECOND    CLASS 0
 OH0133
 OH0133.The horizontal coordinates were established by classical geodetic methods
 OH0133.and adjusted by the National Geodetic Survey in July 1992..
 OH0133
 OH0133.The orthometric height was determined by differential leveling
 OH0133.and adjusted by the National Geodetic Survey in June 1991..
 OH0133
 OH0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0133
 OH0133.The geoid height was determined by GEOID03.
 OH0133
 OH0133.The dynamic height is computed by dividing the NAVD 88
 OH0133.geopotential number by the normal gravity value computed on the
 OH0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0133.degrees latitude (g = 980.6199 gals.).
 OH0133
 OH0133.The modeled gravity was interpolated from observed gravity values.
 OH0133
 OH0133;                    North         East     Units Scale Factor Converg.
 OH0133;SPC ID W     -   210,743.786   763,974.465   MT  0.99994929   -0 18 26.3
 OH0133;UTM  11      - 4,823,658.658   564,936.780   MT  0.99965187   +0 33 14.9
 OH0133
 OH0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0133!SPC ID W     -   0.99986474  x   0.99994929  =   0.99981404
 OH0133!UTM  11      -   0.99986474  x   0.99965187  =   0.99951666
 OH0133
 OH0133|---------------------------------------------------------------------|
 OH0133| PID    Reference Object                     Distance      Geod. Az  |
 OH0133|                                                           dddmmss.s |
 OH0133| OH0134 IDA 80 35 RM 1                       19.700 METERS 06924     |
 OH0133| OH1241 IDA 80 34 AZ MK                     362.006 METERS 07653     |
 OH0133| OH0132 IDA 80 35 RM 2                       19.367 METERS 24003     |
 OH0133|---------------------------------------------------------------------|
 OH0133
 OH0133                          SUPERSEDED SURVEY CONTROL
 OH0133
 OH0133  NAD 83(1986)-  43 33 47.01312(N)    116 11 45.35128(W) AD(       ) 2
 OH0133  NAD 27      -  43 33 47.41103(N)    116 11 41.93352(W) AD(       ) 2
 OH0133  NGVD 29 (??/??/92)  878.471  (m)         2882.12   (f) ADJ UNCH    2 0
 OH0133
 OH0133.Superseded values are not recommended for survey control.
 OH0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0133.See file dsdata.txt to determine how the superseded data were derived.
 OH0133
 OH0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6493723659(NAD 83)
 OH0133_MARKER: DE = TRAVERSE STATION DISK
 OH0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0133_STAMPING: IDA 80-35 1959
 OH0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0133+STABILITY: SURFACE MOTION
 OH0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0133+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 OH0133
 OH0133  HISTORY     - Date     Condition        Report By
 OH0133  HISTORY     - 1959     MONUMENTED       CGS
 OH0133  HISTORY     - 1959     GOOD             CGS
 OH0133  HISTORY     - 1976     GOOD             LOCENG
 OH0133  HISTORY     - 1977     GOOD             NGS
 OH0133  HISTORY     - 1978     GOOD             NGS
 OH0133  HISTORY     - 1983     GOOD             NGS
 OH0133  HISTORY     - 20010620 GOOD             IDTD
 OH0133
 OH0133                          STATION DESCRIPTION
 OH0133
 OH0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0133'THE STATION IS ABOUT 4 MILES SOUTH OF THE CENTER OF BOISE,
 OH0133'2 MILES EAST OF THE MUNICIPAL AIRPORT AND IN THE SOUTHEAST
 OH0133'CORNER OF SECTION 27.  ON THE SOUTH SIDE OF THE UNION PACIFIC
 OH0133'RAILROAD SPUR LEADING TO THE IDAHO NATIONAL GUARD INSTALLATIONS.
 OH0133'
 OH0133'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND ORCHARD
 OH0133'STREET IN WEST BOISE, GO SOUTH ON ORCHARD STREET FOR 3.2
 OH0133'MILES TO THE BRIDGE OVER THE NEW YORK CANAL AND A GRAVELED
 OH0133'ROAD LEFT.  TURN LEFT, EAST, ON GRAVELED ROAD FOR 1.0 MILE
 OH0133'TO A CROSSROAD, CONTINUE EAST FOR 0.4 MILE TO THE MAIN AIRPORT
 OH0133'ROAD (PAVED), CONTINUE EAST FOR 0.2 MILE TO A POWER LINE
 OH0133'CROSSING AND A ROAD RIGHT.  TURN RIGHT, SOUTH, FOR 0.3 MILE
 OH0133'TO THE SUNRISE RIM WATER TANK, CONTINUE SOUTH AND SOUTHEAST
 OH0133'FOR 0.5 MILE TO THE RAILROAD CROSSING, CROSS THE TRACKS AND
 OH0133'TURN SHARP LEFT, NORTHEAST, ALONG THE SOUTHEAST SIDE OF THE
 OH0133'RAILROAD RIGHT-OF-WAY FENCE FOR 0.15 MILE TO A SLIGHT RISE
 OH0133'AND THE STATION INSIDE THE FENCE LINE.
 OH0133'
 OH0133'THE STATION MARK, STAMPED IDA 80-35 1959, IS A STANDARD DISK
 OH0133'SET IN A CONCRETE POST PROJECTING 3 INCHES.  IT IS 32 FEET
 OH0133'SOUTH-SOUTHEAST OF THE CENTER OF THE RAILROAD TRACKS, 18-1/2
 OH0133'FEET NORTH-NORTHWEST OF THE RIGHT-OF-WAY FENCE AND 4 FEET
 OH0133'NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 OH0133'
 OH0133'REFERENCE MARK 1, STAMPED IDA 80-35 NO 1 1959, IS A STANDARD
 OH0133'DISK SET IN A CONCRETE POST PROJECTING 3 INCHES.  IT IS 15
 OH0133'FEET NORTH-NORTHWEST OF THE RIGHT-OF-WAY FENCE AND 3 FEET
 OH0133'LOWER THAN THE STATION.
 OH0133'
 OH0133'REFERENCE MARK 2, STAMPED IDA 80-35 NO 2 1959, IS A STANDARD
 OH0133'DISK SET IN A CONCRETE POST.
 OH0133
 OH0133                          STATION RECOVERY (1959)
 OH0133
 OH0133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0133'3.3 MI SE FROM BOISE.
 OH0133'2.1 MILES SOUTH ALONG VISTA AVE. FROM THE RAILROAD DEPOT AT BOISE TO
 OH0133'WRIGHT ST., THENCE 0.2 MILE EAST, THENCE 1.0 MILE SOUTHEAST CROSS
 OH0133'COUNTRY, 64.6 FEET SOUTHWEST OF R.M. 1, 63.5 FEET NORTHEAST OF R.M. 2,
 OH0133'28.0 FEET SOUTHEAST OF THE SOUTHEAST RIAL, 19.0 FEET NORTHWEST OF A
 OH0133'FENCE LINE, 4.0 FEET NORTHWEST OF A METAL WITNESS POST, SET IN A
 OH0133'SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OH0133
 OH0133                          STATION RECOVERY (1976)
 OH0133
 OH0133'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH0133'IDA 80-35 1959 RECOVERED EXCELLENT.
 OH0133'
 OH0133'IDA 80-35 NO 1 1959 RECOVERED EXCELLENT.
 OH0133'
 OH0133'IDA 80-35 NO 2 1959 RECOVERED EXCELLENT.
 OH0133'
 OH0133'DIRECTIONS TO STATION SHOULD BE CHANGED TO READ--TO REACH STATION
 OH0133'FROM CENTER OF BROADWAY AVE.  INTERCHANGE ON I80N (EXIT 54), 3.8
 OH0133'MILES SOUTH OF STATE CAPITOL BUILDING IN BOISE, GO SOUTH-SOUTHWEST
 OH0133'ON BROADWAY AVE. FOR 0.2 MILE TO INTERSECTION OF COMMERCE AVE. AND
 OH0133'INTERPRISE ST..  GO SOUTH ON INTERPRISE ST. FOR 0.1 MILE TO
 OH0133'BOEING ST. ON LEFT JUST BEYOND CROSSING OF RAILROAD.  TURN LEFT,
 OH0133'EAST, AND PROCEED ON BOEING ST. FOR 0.1 MILE TO STATION ON LEFT
 OH0133'INSIDE OF RAILROAD R/W FENCE.
 OH0133'
 OH0133'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES (AIRLINE) SOUTH
 OH0133'OF STATE CAPITOL BUILDING IN BOISE.
 OH0133
 OH0133                          STATION RECOVERY (1977)
 OH0133
 OH0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OH0133'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OH0133'CONDITION.  INDUSTRY HAS DEVELOPED IN THIS AREA, AND NONE OF THE
 OH0133'STATIONS ORIGINALLY USED ARE VISIBLE FROM TRIPOD HEIGHT.  LANDMARKS
 OH0133'HAVE CHANGED, AND THE ORIGINAL DESCRIPTION IS OBSOLETE.  A NEW AND
 OH0133'COMPLETE DESCRIPTION FOLLOWS.
 OH0133'
 OH0133'THE STATION IS ON RAILROAD RIGHT-OF-WAY.
 OH0133'
 OH0133'TO REACH THE STATION FROM THE WHITNEY BRANCH OF THE BOISE POST
 OH0133'OFFICE GO WEST ON BANK DRIVE FOR 0.05 MILE TO VISTA AVENUE, TURN
 OH0133'LEFT, AND GO SOUTH ON VISTA AVENUE FOR 1.6 MILES TO A CROSS STREET,
 OH0133'JUST AFTER PASSING OVER INTERSTATE 80N, TURN LEFT, AND GO EAST ON
 OH0133'AIRPORT WAY FOR 0.4 MILE, TURN RIGHT, AND GO SOUTH ON DEVELOPMENT
 OH0133'AVENUE FOR 0.3 MILE TO A T INTERSECTION, TURN LEFT, AND GO EAST
 OH0133'ON COMMERCE AVENUE FOR 0.4 MILE TO A SIDE STREET RIGHT, TURN
 OH0133'RIGHT, AND GO SOUTH ON ENTERPRISE STREET FOR 0.1 MILE TO A SIDE
 OH0133'STREET LEFT, TURN LEFT, AND GO EAST ON BOEING STREET FOR 0.1
 OH0133'MILE TO THE STATION ON THE LEFT.
 OH0133'
 OH0133'THE STATION MARK, STAMPED IDA 80-35 1959, IS A TRAVERSE STATION
 OH0133'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0133'3-INCHES, 80 FEET NORTH OF THE CENTER OF BOEING STREET, 28.5 FEET
 OH0133'SOUTH OF THE NEAREST RAIL OF THE RAILROAD TRACKS, 18.5 FEET NORTH
 OH0133'OF THE RIGHT-OF-WAY FENCE LINE, AND 4 FEET NORTH OF A METAL WITNESS
 OH0133'POST.
 OH0133'
 OH0133'REFERENCE MARK NO. 1, STAMPED IDA 80-35 NO 1 1959, IS A STANDARD
 OH0133'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0133'2-INCHES, 35 FEET SOUTH OF THE NEAREST RAIL, AND 12.5 FEET NORTH OF
 OH0133'THE RIGHT-OF-WAY FENCE LINE.
 OH0133'
 OH0133'REFERENCE MARK NO. 2, STAMPED IDA 80-35 NO 2 1959, IS A STANDARD
 OH0133'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0133'2-INCHES, 47 FEET NORTH OF THE CENTER OF BOEING STREET, 33 FEET
 OH0133'SOUTH OF THE NEAREST RAIL, AND 14.5 FEET NORTH OF THE RIGHT-OF-WAY
 OH0133'FENCE LINE.
 OH0133'
 OH0133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 OH0133'BOISE.
 OH0133
 OH0133                          STATION RECOVERY (1978)
 OH0133
 OH0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH0133'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 OH0133'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND IS BELIEVED
 OH0133'DESTROYED.  THERE IS NO PREVIOUS DATA AVAILABLE FOR CHECKING THE
 OH0133'DIRECTION TO REFERENCE MARK 2.  THE DISTANCE TO REFERENCE MARK 2
 OH0133'WAS FOUND TO BE 0.006 METER SHORTER.
 OH0133'
 OH0133'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 27,
 OH0133'T3N
 OH0133'R2E, 3-3/4 MILES SOUTH OF THE CENTER OF BOISE, 2-1/4 MILES
 OH0133'SOUTHWEST OF THE BOISE RIVER, BETWEEN UNION PACIFIC RAILROAD
 OH0133'TRACKS AND BOEING STREET AND ON PROPERTY OWNED BY THE UNION
 OH0133'PACIFIC RAILROAD.
 OH0133'
 OH0133'TO REACH THE STATION FROM THE JUNCTION OF COMMERCE STREET AND
 OH0133'INTERSTATE HIGHWAY 80N, GO SOUTHERLY ON COMMERCE STREET FOR
 OH0133'0.15 MILE TO THE INTERSECTION OF ENTERPRISE STREET.  TURN LEFT AND
 OH0133'GO SOUTH ON ENTERPRISE STREET FOR 0.1 MILE TO A SIDE ROAD LEFT,
 OH0133'BOEING STREET.  TURN LEFT AND GO EASTERLY ON BOEING STREET FOR 0.1
 OH0133'MILE TO THE STATION ON THE LEFT.
 OH0133'
 OH0133'THE STATION IS A STANDARD CGS TRAVERSE STATION DISK
 OH0133'STAMPED---IDA 80 35 1959---,
 OH0133'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 OH0133'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0133'3.7 FEET EAST FROM A METAL WITNESS POST.
 OH0133'28.5 FEET SOUTH-SOUTHEAST FROM THE SOUTH RAIL OF RAILROAD.
 OH0133'32 FEET SOUTH-SOUTHEAST FROM THE CENTER OF RAILRAD TRACKS.
 OH0133'78 FEET EAST FROM THE CENTER OF THE ROAD.
 OH0133'
 OH0133'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OH0133'STAMPED---IDA 80 35 NO 2 1959---,
 OH0133'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 OH0133'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0133'7 FEET EAST FROM A METAL WITNESS POST.
 OH0133'36 FEET WEST-SOUTHWEST FROM THE CENTER OF THE RAILROAD TRACKS.
 OH0133'47 FEET EAST FROM THE CENTER OF THE ROAD.
 OH0133'MARK IS LEVEL WITH THE STATION.
 OH0133'
 OH0133'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE ONLY ONE REFERENCE
 OH0133'MARK.
 OH0133'
 OH0133'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 OH0133
 OH0133                          STATION RECOVERY (1983)
 OH0133
 OH0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0133'RECOVERED IN GOOD CONDITION.
 OH0133
 OH0133                          STATION RECOVERY (2001)
 OH0133
 OH0133'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 OH0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0134 ***********************************************************************
 OH0134  DESIGNATION -  IDA 80 35 RM 1
 OH0134  PID         -  OH0134
 OH0134  STATE/COUNTY-  ID/ADA
 OH0134  USGS QUAD   -  BOISE SOUTH (1976)
 OH0134
 OH0134                         *CURRENT SURVEY CONTROL
 OH0134  ___________________________________________________________________
 OH0134* NAD 83(1986)-  43 33 47.     (N)    116 11 45.     (W)     SCALED    
 OH0134* NAVD 88     -       879.252  (meters)    2884.68   (feet)  ADJUSTED  
 OH0134  ___________________________________________________________________
 OH0134  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 OH0134  DYNAMIC HT  -         878.906 (meters)    2883.54  (feet)  COMP
 OH0134  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 OH0134
 OH0134  VERT ORDER  -  SECOND    CLASS 0
 OH0134
 OH0134.The horizontal coordinates were scaled from a topographic map and have
 OH0134.an estimated accuracy of +/- 6 seconds.
 OH0134
 OH0134.The orthometric height was determined by differential leveling
 OH0134.and adjusted by the National Geodetic Survey in June 1991..
 OH0134
 OH0134.The geoid height was determined by GEOID03.
 OH0134
 OH0134.The dynamic height is computed by dividing the NAVD 88
 OH0134.geopotential number by the normal gravity value computed on the
 OH0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0134.degrees latitude (g = 980.6199 gals.).
 OH0134
 OH0134.The modeled gravity was interpolated from observed gravity values.
 OH0134
 OH0134;                    North         East    Units  Estimated Accuracy
 OH0134;SPC ID W     -   210,740.      763,980.      MT  (+/- 180 meters Scaled)
 OH0134
 OH0134                          SUPERSEDED SURVEY CONTROL
 OH0134
 OH0134  NGVD 29 (??/??/92)  878.299  (m)         2881.55   (f) ADJ UNCH    2 0
 OH0134
 OH0134.Superseded values are not recommended for survey control.
 OH0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0134.See file dsdata.txt to determine how the superseded data were derived.
 OH0134
 OH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ649236(NAD 83)
 OH0134_MARKER: DR = REFERENCE MARK DISK
 OH0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0134_STAMPING: IDA 80-35 NO 1 1959
 OH0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0134+STABILITY: SURFACE MOTION
 OH0134
 OH0134  HISTORY     - Date     Condition        Report By
 OH0134  HISTORY     - 1959     MONUMENTED       CGS
 OH0134  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0134
 OH0134                          STATION DESCRIPTION
 OH0134
 OH0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0134'3.3 MI SE FROM BOISE.
 OH0134'2.1 MILES SOUTH ALONG VISTA AVE. FROM THE RAILROAD DEPOT AT BOISE TO
 OH0134'WRIGHT ST., THENCE 0.2 MILE EAST, THENCE 1.0 MILE SOUTHEAST CROSS
 OH0134'COUNTRY, 64.6 FEET NORTHEAST OF THE STATION MARK, 35.0 FEET SOUTHEAST
 OH0134'OF THE SOUTHEAST RAIL, 12.0 FEET NORTHWEST OF A FENCE LINE, SET IN A
 OH0134'SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OH0134
 OH0134                          STATION RECOVERY (1983)
 OH0134
 OH0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0132 ***********************************************************************
 OH0132  DESIGNATION -  IDA 80 35 RM 2
 OH0132  PID         -  OH0132
 OH0132  STATE/COUNTY-  ID/ADA
 OH0132  USGS QUAD   -  BOISE SOUTH (1976)
 OH0132
 OH0132                         *CURRENT SURVEY CONTROL
 OH0132  ___________________________________________________________________
 OH0132* NAD 83(1986)-  43 33 47.     (N)    116 11 44.     (W)     SCALED    
 OH0132* NAVD 88     -       879.083  (meters)    2884.12   (feet)  ADJUSTED  
 OH0132  ___________________________________________________________________
 OH0132  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 OH0132  DYNAMIC HT  -         878.737 (meters)    2882.99  (feet)  COMP
 OH0132  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 OH0132
 OH0132  VERT ORDER  -  SECOND    CLASS 0
 OH0132
 OH0132.The horizontal coordinates were scaled from a topographic map and have
 OH0132.an estimated accuracy of +/- 6 seconds.
 OH0132
 OH0132.The orthometric height was determined by differential leveling
 OH0132.and adjusted by the National Geodetic Survey in June 1991..
 OH0132
 OH0132.The geoid height was determined by GEOID03.
 OH0132
 OH0132.The dynamic height is computed by dividing the NAVD 88
 OH0132.geopotential number by the normal gravity value computed on the
 OH0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0132.degrees latitude (g = 980.6199 gals.).
 OH0132
 OH0132.The modeled gravity was interpolated from observed gravity values.
 OH0132
 OH0132;                    North         East    Units  Estimated Accuracy
 OH0132;SPC ID W     -   210,740.      764,010.      MT  (+/- 180 meters Scaled)
 OH0132
 OH0132                          SUPERSEDED SURVEY CONTROL
 OH0132
 OH0132  NGVD 29 (??/??/92)  878.130  (m)         2881.00   (f) ADJ UNCH    2 0
 OH0132
 OH0132.Superseded values are not recommended for survey control.
 OH0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0132.See file dsdata.txt to determine how the superseded data were derived.
 OH0132
 OH0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ649236(NAD 83)
 OH0132_MARKER: DR = REFERENCE MARK DISK
 OH0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0132_STAMPING: IDA 80-35 NO 2 1959
 OH0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0132+STABILITY: SURFACE MOTION
 OH0132
 OH0132  HISTORY     - Date     Condition        Report By
 OH0132  HISTORY     - 1959     MONUMENTED       CGS
 OH0132  HISTORY     - 1983     GOOD             NGS
 OH0132
 OH0132                          STATION DESCRIPTION
 OH0132
 OH0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0132'3.3 MI SE FROM BOISE.
 OH0132'2.1 MILES SOUTH ALONG VISTA AVE. FROM THE RAILROAD DEPOT AT BOISE TO
 OH0132'WRIGHT ST., THENCE 0.2 MILE EAST, THENCE 1.0 MILE SOUTHEAST CROSS
 OH0132'COUNTRY, 63.5 FEET SOUTHWEST OF THE STATION MARK, 33.0 FEET SOUTHEAST
 OH0132'OF THE SOUTHEAST RAIL, 14.0 FEET NORTHWEST OF A FENCE LINE, SET IN A
 OH0132'SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OH0132
 OH0132                          STATION RECOVERY (1983)
 OH0132
 OH0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0638 ***********************************************************************
 OH0638  DESIGNATION -  IDA 80 4
 OH0638  PID         -  OH0638
 OH0638  STATE/COUNTY-  ID/PAYETTE
 OH0638  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH0638
 OH0638                         *CURRENT SURVEY CONTROL
 OH0638  ___________________________________________________________________
 OH0638* NAD 83(1992)-  43 56 01.85972(N)    116 51 18.86178(W)     ADJUSTED  
 OH0638* NAVD 88     -       791.534  (meters)    2596.89   (feet)  ADJUSTED  
 OH0638  ___________________________________________________________________
 OH0638  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 OH0638  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 OH0638  DYNAMIC HT  -         791.281 (meters)    2596.06  (feet)  COMP
 OH0638  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 OH0638
 OH0638  HORZ ORDER  -  SECOND
 OH0638  VERT ORDER  -  SECOND    CLASS 0
 OH0638
 OH0638.The horizontal coordinates were established by classical geodetic methods
 OH0638.and adjusted by the National Geodetic Survey in July 1992..
 OH0638
 OH0638.The orthometric height was determined by differential leveling
 OH0638.and adjusted by the National Geodetic Survey in June 1991..
 OH0638
 OH0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0638
 OH0638.The geoid height was determined by GEOID03.
 OH0638
 OH0638.The dynamic height is computed by dividing the NAVD 88
 OH0638.geopotential number by the normal gravity value computed on the
 OH0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0638.degrees latitude (g = 980.6199 gals.).
 OH0638
 OH0638.The modeled gravity was interpolated from observed gravity values.
 OH0638
 OH0638;                    North         East     Units Scale Factor Converg.
 OH0638;SPC ID W     -   252,435.892   711,260.227   MT  1.00003015   -0 46 00.8
 OH0638;SPC OR S     -   258,220.916 1,792,559.876   MT  0.99998386   +2 29 36.8
 OH0638;SPC OR S     -   847,181.48  5,881,101.96   iFT  0.99998386   +2 29 36.8
 OH0638;UTM  11      - 4,864,535.924   511,618.941   MT  0.99960166   +0 06 01.6
 OH0638
 OH0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0638!SPC ID W     -   0.99987866  x   1.00003015  =   0.99990881
 OH0638!SPC OR S     -   0.99987866  x   0.99998386  =   0.99986253
 OH0638!UTM  11      -   0.99987866  x   0.99960166  =   0.99948037
 OH0638
 OH0638:                Primary Azimuth Mark                     Grid Az
 OH0638:SPC ID W     -  NEW PLYMOUTH MUNICIPAL TANK              035 06 05.9
 OH0638:SPC OR S     -  NEW PLYMOUTH MUNICIPAL TANK              031 50 28.3
 OH0638:UTM  11      -  NEW PLYMOUTH MUNICIPAL TANK              034 14 03.5
 OH0638
 OH0638|---------------------------------------------------------------------|
 OH0638| PID    Reference Object                     Distance      Geod. Az  |
 OH0638|                                                           dddmmss.s |
 OH0638| OH1412 NEW PLYMOUTH MUNICIPAL TANK         APPROX. 4.9 KM 0342005.1 |
 OH0638| OH0639 IDA 80 4 RM 1                         9.698 METERS 20026     |
 OH0638| OH0640 IDA 80 4 RM 2                         9.553 METERS 29950     |
 OH0638| OH0641 Q 85                                APPROX. 0.7 KM 3175546.4 |
 OH0638| QB1306 ONTARIO NORTH MUNICIPAL TANK        APPROX.13.6 KM 3211026.5 |
 OH0638|---------------------------------------------------------------------|
 OH0638
 OH0638                          SUPERSEDED SURVEY CONTROL
 OH0638
 OH0638  NAD 83(1991)-  43 56 01.85959(N)    116 51 18.86151(W) AD(       ) 2
 OH0638  NAD 83(1986)-  43 56 01.85929(N)    116 51 18.86150(W) AD(       ) 2
 OH0638  NAD 27      -  43 56 02.26990(N)    116 51 15.31810(W) AD(       ) 2
 OH0638  NGVD 29 (??/??/92)  790.583  (m)         2593.77   (f) ADJ UNCH    2 0
 OH0638
 OH0638.Superseded values are not recommended for survey control.
 OH0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0638.See file dsdata.txt to determine how the superseded data were derived.
 OH0638
 OH0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1161964536(NAD 83)
 OH0638_MARKER: DS = TRIANGULATION STATION DISK
 OH0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0638_STAMPING: IDA 80-4 1959
 OH0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0638+STABILITY: SURFACE MOTION
 OH0638
 OH0638  HISTORY     - Date     Condition        Report By
 OH0638  HISTORY     - 1959     MONUMENTED       CGS
 OH0638  HISTORY     - 1959     GOOD             CGS
 OH0638  HISTORY     - 1963     GOOD             NGS
 OH0638  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OH0638  HISTORY     - 1974     GOOD             NGS
 OH0638
 OH0638                          STATION DESCRIPTION
 OH0638
 OH0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OH0638'THE STATION IS ABOUT 4 MILES SOUTH-SOUTHWEST FROM NEW PLYMOUTH,
 OH0638'ON THE NOSE OF A SPUR RIDGE OVERLOOKING THE PAYETTE VALLEY,
 OH0638'42 FEET EAST FROM THE CENTER LINE OF A TRACK ROAD AND 8 FEET
 OH0638'SOUTHEAST FROM A STEEL WITNESS POST WITH SIGN.  THE STATION
 OH0638'IS A STANDARD TRIANGULATION DISK SET IN A SQUARE TOPPED CONCRETE
 OH0638'MONUMENT PROJECTING 6 INCHES, STAMPED IDA 80-4 1959.
 OH0638'
 OH0638'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 OH0638'52, 4.0 MILES SOUTHEAST FROM NEW PLYMOUTH, GO SOUTH ON HIGHWAY
 OH0638'30 FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 OH0638'PAVED ROAD FOR 4.1 MILES TO A DIRT ROAD LEFT.  TURN LEFT
 OH0638'AND FOLLOW DIRT ROAD ALONG THE NORTH BANK OF CANAL FOR 0.6
 OH0638'MILE TO A BRIDGE ON THE LEFT ACROSS CANAL.  TURN LEFT CROSSING
 OH0638'BRIDGE AND GO SOUTH ON DIRT ROAD FOR 0.2 MILE TO A WIRE GATE
 OH0638'AND BENCH MARK Q-85 ON THE LEFT JUST BEFORE REACHING GATE.
 OH0638'PASS THROUGH GATE AND CONTINUE SOUTH FOR ABOUT 50 YDS. TO A
 OH0638'DIM FORK.  TAKE LEFT FORK SOUTHEAST DOWN DRAW AND UP ONTO
 OH0638'TOP OF RIDGE FOR 0.5 MILE TO THE STATION.
 OH0638'
 OH0638'THE REFERENCE MARKS ARE STANDARD REFERENCE DISKS SET IN SQUARE
 OH0638'TOPPED CONCRETE MONUMENTS PROJECTING 4 INCHES, STAMPED IDA
 OH0638'80-4 1959 AND NO 1 AND NO 2 RESPECTIVELY.
 OH0638'
 OH0638'BENCH MARK Q-85 IS 27 FEET NORTHEAST FROM THE CENTER LINE OF
 OH0638'THE DIRT ROAD, 3 FEET NORTH FROM A STEEL WITNESS POST WITH
 OH0638'SIGN.  THE MARK IS A STANDARD BENCH MARK DISK SET IN A SQUARE
 OH0638'TOPPED CONCRETE MONUMENT PROJECTING 2 INCHES, STAMPED Q-85 1959.
 OH0638
 OH0638                          STATION RECOVERY (1959)
 OH0638
 OH0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0638'8.4 MI SE FROM FRUITLAND.
 OH0638'3.9 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 OH0638'FRUITLAND, THENCE 2.2 MILES EAST ON SW 3RD AVE., THENCE 0.7 MILE SOUTH
 OH0638'ON CUSTER AVE., TO A CANAL AT THE BASE OF HILLS, THENCE 0.9 MILE EAST
 OH0638'ALONG THE NORTH BANK OF CANAL TO A BRIDGE, CROSS BRIDGE AND CONTINUE
 OH0638'UP HILL 0.2 MILE TO A FENCE LINE, THENCE 0.5 MILE SOUTHEAST CROSS
 OH0638'COUNTRY TO THE SUMMIT OF A SAGE RIDGE, 31.82 FEET NORTH OF R.M. 1,
 OH0638'31.34 FEET EAST OF R.M. 2, 8.0 FEET SOUTHEAST OF A METAL WITNESS POST
 OH0638'WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES AND ON
 OH0638'THE SOUTH SIDE OF THE PROPOSED HIGHWAY.
 OH0638
 OH0638                          STATION RECOVERY (1963)
 OH0638
 OH0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0638'RECOVERED IN GOOD CONDITION.
 OH0638
 OH0638                          STATION RECOVERY (1974)
 OH0638
 OH0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OH0638'THE STATION MARK, BOTH REFERENCE MARKS, AND BENCH MARK Q 85,
 OH0638'WHICH WAS USED FOR THE AZIMUTH MARK, WAS RECOVERED IN GOOD
 OH0638'CONDITION.  THE ORIGINAL DESCRIPTION IS OBSOLETE SINCE THE
 OH0638'FREEWAY HAS BEEN BUILT.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH0638'
 OH0638'THE STATION IS 6 MILES SOUTHEAST OF FRUITLAND, ON THE SOUTH
 OH0638'RIGHT-OF-WAY OF INTERSTATE 80N.
 OH0638'
 OH0638'TO REACH THE STATION FROM THE FRUITLAND POST OFFICE GO SOUTH
 OH0638'ON U.S. HIGHWAY 95 FOR 2.9 MILES TO INTERSTATE 80N, TURN LEFT,
 OH0638'AND GO SOUTHEAST ON INTERSTATE 80N FOR 3.5 MILES TO BENCH MARK
 OH0638'Q 85 ON THE NORTHEAST SIDE OF THE HIGHWAY, THIS IS 0.4 MILE
 OH0638'AFTER PASSING MILEPOST NO. 6.  CONTINUE SOUTHEAST ON INTERSTATE
 OH0638'80N FOR 0.45 MILE TO THE STATION ON THE RIGHT, ON THE TOP
 OH0638'OF THE HIGH CUT BANK, THIS IS 0.15 MILE BEFORE REACHING
 OH0638'MILEPOST NO. 7.
 OH0638'
 OH0638'THE STATION MARK, STAMPED IDA 80-4 1959, IS A STANDARD DISK
 OH0638'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES,
 OH0638'100 FEET SOUTH OF INTERSTATE 80N EASTBOUND, 3.5 FEET NORTH
 OH0638'OF A METAL WITNESS POST THAT WAS PLACED IN THE RIGHT-OF-WAY
 OH0638'FENCE LINE, AND 100 FEET HIGHER THAN THE FREEWAY.  (NOTE 1A AND
 OH0638'7A)
 OH0638'
 OH0638'REFERENCE MARK NO. 1, STAMPED IDA 80-4 NO 1 1959, IS A STANDARD
 OH0638'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0638'2-INCHES, 27 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND
 OH0638'1 FOOT HIGHER THAN THE STATION.  (NOTE 11A)
 OH0638'
 OH0638'REFERENCE MARK NO. 2, STAMPED IDA 80-4 NO 2 1959, IS A STANDARD
 OH0638'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0638'2-INCHES, 0.5 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND
 OH0638'0.5 FOOT LOWER THAN THE STATION.  (NOTE 11A)
 OH0638'
 OH0638'BENCH MARK Q 85, STAMPED Q 85 1959, WHICH WAS USED FOR THE
 OH0638'AZIMUTH MARK, IS A STANDARD DISK SET IN A 12-INCH SQUARE
 OH0638'CONCRETE MONUMENT THAT PROJECTS 1-INCH, 0.4 MILE EAST OF
 OH0638'MILEPOST NO. 6, 16 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE,
 OH0638'AND 2.5 FEET NORTHWEST OF A METAL WITNESS POST.
 OH0638'
 OH0638'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 OH0638'SOUTHWEST OF NEW PLYMOUTH.
 OH0638
 OH0638                          STATION RECOVERY (1974)
 OH0638
 OH0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OH0638'REACHED FROM THE FRUITLAND POST OFFICE GO SOUTH ON U.S. HIGHWAY 95
 OH0638'FOR 2.9 MILES TO INTERSTATE 80N, TURN LEFT, AND GO SOUTHEAST ON
 OH0638'INTERSTATE 80N FOR 3.95 MILES TO THE MARK ON THE RIGHT, ON THE TOP OF
 OH0638'THE HIGH CUT BANK, 0.15 MILE WEST OF MILEPOST NO. 7, 100 FEET SOUTH
 OH0638'OF INTERSTATE 80N EASTBOUND, 31.82 FEET NORTH OF IDA 80-4 R.M. 1, AND
 OH0638'3.5 FEET NORTH OF A METAL WITNESS POST THAT WAS PLACED IN THE
 OH0638'RIGHT-OF-WAY FENCE LINE SET IN A 12-INCH SQUARE CONCRETE MONUMENT
 OH0638'THAT PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0639 ***********************************************************************
 OH0639  DESIGNATION -  IDA 80 4 RM 1
 OH0639  PID         -  OH0639
 OH0639  STATE/COUNTY-  ID/PAYETTE
 OH0639  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH0639
 OH0639                         *CURRENT SURVEY CONTROL
 OH0639  ___________________________________________________________________
 OH0639* NAD 83(1986)-  43 55 53.     (N)    116 51 33.     (W)     SCALED    
 OH0639* NAVD 88     -       791.856  (meters)    2597.95   (feet)  ADJUSTED  
 OH0639  ___________________________________________________________________
 OH0639  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 OH0639  DYNAMIC HT  -         791.603 (meters)    2597.12  (feet)  COMP
 OH0639  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 OH0639
 OH0639  VERT ORDER  -  SECOND    CLASS 0
 OH0639
 OH0639.The horizontal coordinates were scaled from a topographic map and have
 OH0639.an estimated accuracy of +/- 6 seconds.
 OH0639
 OH0639.The orthometric height was determined by differential leveling
 OH0639.and adjusted by the National Geodetic Survey in June 1991..
 OH0639
 OH0639.The geoid height was determined by GEOID03.
 OH0639
 OH0639.The dynamic height is computed by dividing the NAVD 88
 OH0639.geopotential number by the normal gravity value computed on the
 OH0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0639.degrees latitude (g = 980.6199 gals.).
 OH0639
 OH0639.The modeled gravity was interpolated from observed gravity values.
 OH0639
 OH0639;                    North         East    Units  Estimated Accuracy
 OH0639;SPC ID W     -   252,170.      710,940.      MT  (+/- 180 meters Scaled)
 OH0639
 OH0639                          SUPERSEDED SURVEY CONTROL
 OH0639
 OH0639  NGVD 29 (??/??/92)  790.905  (m)         2594.83   (f) ADJ UNCH    2 0
 OH0639
 OH0639.Superseded values are not recommended for survey control.
 OH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0639.See file dsdata.txt to determine how the superseded data were derived.
 OH0639
 OH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ113642(NAD 83)
 OH0639_MARKER: DR = REFERENCE MARK DISK
 OH0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0639_STAMPING: IDA 80-4 NO 1 1959
 OH0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0639+STABILITY: SURFACE MOTION
 OH0639
 OH0639  HISTORY     - Date     Condition        Report By
 OH0639  HISTORY     - 1959     MONUMENTED       CGS
 OH0639  HISTORY     - 1963     GOOD             NGS
 OH0639  HISTORY     - 1974     GOOD             NGS
 OH0639
 OH0639                          STATION DESCRIPTION
 OH0639
 OH0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0639'8.4 MI SE FROM FRUITLAND.
 OH0639'3.9 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 OH0639'FRUITLAND, THENCE 2.2 MILES EAST ON SW 3RD AVE., THENCE 0.7 MILE SOUTH
 OH0639'ON CUSTER AVE. TO A CANAL AT THE BASE OF HILLS, THENCE 0.9 MILE EAST
 OH0639'ALONG THE NORTH BANK OF CANAL TO A BRIDGE, CROSS BRIDGE AND CONTINUE
 OH0639'UP HILL 0.2 MILE TO A FENCE LINE, THENCE 0.5 MILE SOUTHEAST CROSS
 OH0639'COUNTRY TO THE SUMMIT OF A SAGE RIDGE, 31.82 FEET SOUTH OF THE STATION
 OH0639'MARK, SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OH0639
 OH0639                          STATION RECOVERY (1963)
 OH0639
 OH0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0639'RECOVERED IN GOOD CONDITION.
 OH0639
 OH0639                          STATION RECOVERY (1974)
 OH0639
 OH0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OH0639'REACHED FROM THE FRUITLAND POST OFFICE GO SOUTH ON U.S. HIGHWAY 95
 OH0639'FOR 2.9 MILES TO INTERSTATE 80N, TURN LEFT, AND GO SOUTHEAST ON
 OH0639'INTERSTATE 80N FOR 3.95 MILES TO THE MARK ON THE RIGHT, ON TOP OF THE
 OH0639'HIGH CUT BANK, 130 FEET SOUTH OF INTERSTATE 80N EASTBOUND, 31.82 FEET
 OH0639'SOUTH OF TRIANGULATION STATION IDA 80-4 1959, AND 27 FEET SOUTH OF A
 OH0639'METAL WITNESS POST THAT WAS PLACED IN THE RIGHT-OF-WAY FENCE LINE SET
 OH0639'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0640 ***********************************************************************
 OH0640  DESIGNATION -  IDA 80 4 RM 2
 OH0640  PID         -  OH0640
 OH0640  STATE/COUNTY-  ID/PAYETTE
 OH0640  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH0640
 OH0640                         *CURRENT SURVEY CONTROL
 OH0640  ___________________________________________________________________
 OH0640* NAD 83(1986)-  43 55 53.     (N)    116 51 33.     (W)     SCALED    
 OH0640* NAVD 88     -       791.357  (meters)    2596.31   (feet)  ADJUSTED  
 OH0640  ___________________________________________________________________
 OH0640  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 OH0640  DYNAMIC HT  -         791.104 (meters)    2595.48  (feet)  COMP
 OH0640  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 OH0640
 OH0640  VERT ORDER  -  SECOND    CLASS 0
 OH0640
 OH0640.The horizontal coordinates were scaled from a topographic map and have
 OH0640.an estimated accuracy of +/- 6 seconds.
 OH0640
 OH0640.The orthometric height was determined by differential leveling
 OH0640.and adjusted by the National Geodetic Survey in June 1991..
 OH0640
 OH0640.The geoid height was determined by GEOID03.
 OH0640
 OH0640.The dynamic height is computed by dividing the NAVD 88
 OH0640.geopotential number by the normal gravity value computed on the
 OH0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0640.degrees latitude (g = 980.6199 gals.).
 OH0640
 OH0640.The modeled gravity was interpolated from observed gravity values.
 OH0640
 OH0640;                    North         East    Units  Estimated Accuracy
 OH0640;SPC ID W     -   252,170.      710,940.      MT  (+/- 180 meters Scaled)
 OH0640
 OH0640                          SUPERSEDED SURVEY CONTROL
 OH0640
 OH0640  NGVD 29 (??/??/92)  790.407  (m)         2593.19   (f) ADJ UNCH    2 0
 OH0640
 OH0640.Superseded values are not recommended for survey control.
 OH0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0640.See file dsdata.txt to determine how the superseded data were derived.
 OH0640
 OH0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ113642(NAD 83)
 OH0640_MARKER: DR = REFERENCE MARK DISK
 OH0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0640_STAMPING: IDA 80-4 NO 2 1959
 OH0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0640+STABILITY: SURFACE MOTION
 OH0640
 OH0640  HISTORY     - Date     Condition        Report By
 OH0640  HISTORY     - 1959     MONUMENTED       CGS
 OH0640  HISTORY     - 1963     GOOD             NGS
 OH0640  HISTORY     - 1974     GOOD             NGS
 OH0640
 OH0640                          STATION DESCRIPTION
 OH0640
 OH0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0640'8.4 MI SE FROM FRUITLAND.
 OH0640'3.9 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 OH0640'FRUITLAND, THENCE 2.2 MILES EAST OF SW 3RD AVE., THENCE 0.7 MILE SOUTH
 OH0640'ON CUSTER AVE. TO A CANAL AT THE BASE OF HILLS, THENCE 0.9 MILE EAST
 OH0640'ALONG THE NORTH BANK OF CANAL TO A BRIDGE, CROSS BRIDGE AND CONTINUE
 OH0640'UP HILL 0.2 MILE TO A FENCE LINE, THENCE 0.5 MILE SOUTHEAST CROSS
 OH0640'COUNTRY TO THE SUMMIT OF A SAGE RIDGE, 31.34 FEET WEST OF THE STATION
 OH0640'MARK, SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OH0640
 OH0640                          STATION RECOVERY (1963)
 OH0640
 OH0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0640'RECOVERED IN GOOD CONDITION.
 OH0640
 OH0640                          STATION RECOVERY (1974)
 OH0640
 OH0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OH0640'REACHED FROM THE FRUITLAND POST OFFICE GO SOUTH ON U.S. HIGHWAY 95
 OH0640'FOR 2.9 MILES TO INTERSTATE 80N, TURN LEFT, AND GO SOUTHEAST ON
 OH0640'INTERSTATE 80N FOR 3.95 MILES TO THE MARK ON THE RIGHT, ON THE TOP OF
 OH0640'THE HIGH CUT BANK, 100 FEET SOUTH OF INTERSTATE 80N EASTBOUND, 31.34
 OH0640'FEET WEST-NORTHWEST OF TRIANGULATION STATION IDA 80-4 1959, AND 0.5
 OH0640'FOOT SOUTH OF THE RIGHT-OF-WAY FENCE LINE, SET IN A 12-INCH SQUARE
 OH0640'CONCRETE MONUMENT THAT PROJECTS 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1407 ***********************************************************************
 OH1407  DESIGNATION -  IDA 80 5 2
 OH1407  PID         -  OH1407
 OH1407  STATE/COUNTY-  ID/PAYETTE
 OH1407  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH1407
 OH1407                         *CURRENT SURVEY CONTROL
 OH1407  ___________________________________________________________________
 OH1407* NAD 83(1992)-  43 55 27.18982(N)    116 50 08.98592(W)     ADJUSTED  
 OH1407* NAVD 88     -       784.9    (meters)    2575.     (feet)  VERTCON   
 OH1407  ___________________________________________________________________
 OH1407  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 OH1407  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 OH1407
 OH1407  HORZ ORDER  -  THIRD
 OH1407
 OH1407.The horizontal coordinates were established by classical geodetic methods
 OH1407.and adjusted by the National Geodetic Survey in July 1992..
 OH1407.No horizontal observational check was made to the station.
 OH1407
 OH1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1407
 OH1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1407
 OH1407.The geoid height was determined by GEOID03.
 OH1407
 OH1407;                    North         East     Units Scale Factor Converg.
 OH1407;SPC ID W     -   251,345.222   712,804.592   MT  1.00002681   -0 45 11.9
 OH1407;SPC OR S     -   257,219.888 1,794,163.697   MT  0.99998162   +2 30 24.6
 OH1407;SPC OR S     -   843,897.27  5,886,363.84   iFT  0.99998162   +2 30 24.6
 OH1407;UTM  11      - 4,863,469.210   513,178.972   MT  0.99960214   +0 06 50.0
 OH1407
 OH1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1407!SPC ID W     -   0.99987971  x   1.00002681  =   0.99990651
 OH1407!SPC OR S     -   0.99987971  x   0.99998162  =   0.99986133
 OH1407!UTM  11      -   0.99987971  x   0.99960214  =   0.99948189
 OH1407
 OH1407:                Primary Azimuth Mark                     Grid Az
 OH1407:SPC ID W     -  NEW PLYMOUTH MUNICIPAL TANK              013 52 59.1
 OH1407:SPC OR S     -  NEW PLYMOUTH MUNICIPAL TANK              010 37 22.6
 OH1407:UTM  11      -  NEW PLYMOUTH MUNICIPAL TANK              013 00 57.2
 OH1407
 OH1407|---------------------------------------------------------------------|
 OH1407| PID    Reference Object                     Distance      Geod. Az  |
 OH1407|                                                           dddmmss.s |
 OH1407| OH1412 NEW PLYMOUTH MUNICIPAL TANK         APPROX. 5.2 KM 0130747.2 |
 OH1407| CD5331 IDA 80 5 2 RM 3                      22.132 METERS 12843     |
 OH1407| OH0633 S 85                                               1451820.9 |
 OH1407| OH0637 R 85                                               2913623.7 |
 OH1407| CD5332 IDA 80 5 2 RM 4                      21.586 METERS 30847     |
 OH1407|---------------------------------------------------------------------|
 OH1407
 OH1407                          SUPERSEDED SURVEY CONTROL
 OH1407
 OH1407  NAD 83(1991)-  43 55 27.18968(N)    116 50 08.98564(W) AD(       ) 3
 OH1407  NAD 83(1986)-  43 55 27.18939(N)    116 50 08.98564(W) AD(       ) 3
 OH1407  NAD 27      -  43 55 27.60083(N)    116 50 05.44935(W) AD(       ) 3
 OH1407  NGVD 29 (07/19/86)  783.9    (m)         2572.     (f) VERT ANG       
 OH1407
 OH1407.Superseded values are not recommended for survey control.
 OH1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1407.See file dsdata.txt to determine how the superseded data were derived.
 OH1407
 OH1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1317963469(NAD 83)
 OH1407_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1407
 OH1407  HISTORY     - Date     Condition        Report By
 OH1407  HISTORY     - 1974     MONUMENTED       NGS
 OH1407
 OH1407                          STATION DESCRIPTION
 OH1407
 OH1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OH1407'THE STATION IS 5 MILES SOUTH OF NEW PLYMOUTH, ON A HIGH CUT
 OH1407'BANK, ON THE NORTH RIGHT-OF-WAY OF INTERSTATE 80N.
 OH1407'
 OH1407'TO REACH THE STATION FROM THE NEW PLYMOUTH POST OFFICE GO SOUTH
 OH1407'ON U.S. HIGHWAY 30 FOR 4.7 MILES TO INTERSTATE 80N, TURN RIGHT,
 OH1407'AND GO WEST ON INTERSTATE 80N FOR 0.9 MILE TO BENCH MARK S 85,
 OH1407'WHICH WAS USED FOR THE AZIMUTH MARK, ON THE LEFT.  CONTINUE
 OH1407'WEST ON INTERSTATE 80N FOR 0.65 MILE TO MILEPOST NO. 8, AND THE
 OH1407'STATION ON THE HIGH CUT BANK ON THE RIGHT.
 OH1407'
 OH1407'THE STATION MARK, STAMPED IDA 80-5 2 1974, IS A STANDARD DISK
 OH1407'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5-INCHES,
 OH1407'14 FEET NORTHEAST OF THE TOP OF THE HIGH CUT BANK, 13 FEET
 OH1407'SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET NORTH OF A
 OH1407'METAL WITNESS POST, AND 50 FEET HIGHER THAN INTERSTATE 80N.
 OH1407'
 OH1407'REFERENCE MARK NO. 3, STAMPED IDA 80-5 2 NO 3 1974, IS A STANDARD
 OH1407'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH1407'3-INCHES, 25 FEET NORTHEAST OF THE TOP OF THE CUT BANK, 3
 OH1407'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT
 OH1407'LOWER THAN THE STATION.
 OH1407'
 OH1407'REFERENCE MARK NO. 4, STAMPED IDA 80-5 2 NO 4 1974, IS A
 OH1407'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OH1407'PROJECTS 4-INCHES, 22 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE
 OH1407'LINE, AND 8 FEET NORTHEAST OF THE TOP OF THE CUT BANK.
 OH1407'
 OH1407'BENCH MARK S 85, STAMPED S 85 1959, WHICH WAS USED FOR THE
 OH1407'AZIMUTH MARK, IS A STANDARD BENCH MARK DISK SET IN A 10-INCH
 OH1407'SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES, 0.45 MILE
 OH1407'NORTHWEST OF MILEPOST NO. 9, 125 FEET SOUTH OF INTERSTATE 80N
 OH1407'EASTBOUND, 27 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, 8
 OH1407'FEET WEST OF A G.L.O. 1/16TH CORNER, 2 FEET NORTH OF A METAL
 OH1407'WITNESS POST, AND 15 FEET HIGHER THAN THE FREEWAY.
 OH1407'
 OH1407'BENCH MARK R 85, STAMPED R 85 1959, IS A STANDARD DISK SET IN
 OH1407'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES.  IT
 OH1407'IS ON THE NEXT RIDGE WEST OF THE STATION, 300 FEET SOUTH OF THE
 OH1407'RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTH OF A METAL WITNESS POST,
 OH1407'AND 40 FEET HIGHER THAN THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0010 ***********************************************************************
 OH0010  DESIGNATION -  IDA 80 59
 OH0010  PID         -  OH0010
 OH0010  STATE/COUNTY-  ID/ADA
 OH0010  USGS QUAD   -  BOISE SOUTH (1976)
 OH0010
 OH0010                         *CURRENT SURVEY CONTROL
 OH0010  ___________________________________________________________________
 OH0010* NAD 83(1992)-  43 32 43.09022(N)    116 09 27.57413(W)     ADJUSTED  
 OH0010* NAVD 88     -       912.001  (meters)    2992.12   (feet)  ADJUSTED  
 OH0010  ___________________________________________________________________
 OH0010  LAPLACE CORR-           6.90  (seconds)                    DEFLEC99
 OH0010  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 OH0010  DYNAMIC HT  -         911.639 (meters)    2990.94  (feet)  COMP
 OH0010  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 OH0010
 OH0010  HORZ ORDER  -  SECOND
 OH0010  VERT ORDER  -  SECOND    CLASS 0
 OH0010
 OH0010.The horizontal coordinates were established by classical geodetic methods
 OH0010.and adjusted by the National Geodetic Survey in July 1992..
 OH0010
 OH0010.The orthometric height was determined by differential leveling
 OH0010.and adjusted by the National Geodetic Survey in June 1991..
 OH0010
 OH0010.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0010
 OH0010.The geoid height was determined by GEOID03.
 OH0010
 OH0010.The dynamic height is computed by dividing the NAVD 88
 OH0010.geopotential number by the normal gravity value computed on the
 OH0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0010.degrees latitude (g = 980.6199 gals.).
 OH0010
 OH0010.The modeled gravity was interpolated from observed gravity values.
 OH0010
 OH0010;                    North         East     Units Scale Factor Converg.
 OH0010;SPC ID W     -   208,755.264   767,056.699   MT  0.99994668   -0 16 51.1
 OH0010;UTM  11      - 4,821,717.264   568,047.645   MT  0.99965696   +0 34 49.2
 OH0010
 OH0010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0010!SPC ID W     -   0.99985962  x   0.99994668  =   0.99980631
 OH0010!UTM  11      -   0.99985962  x   0.99965696  =   0.99951663
 OH0010
 OH0010|---------------------------------------------------------------------|
 OH0010| PID    Reference Object                     Distance      Geod. Az  |
 OH0010|                                                           dddmmss.s |
 OH0010| OH0011 IDA 80 59 RM 1                        8.554 METERS 18530     |
 OH0010| OH0008 IDA 80 60                           APPROX. 0.5 KM 2260748.7 |
 OH0010| OH0012 HWY 30 STA 4819+95.8                  6.558 METERS 33545     |
 OH0010|---------------------------------------------------------------------|
 OH0010
 OH0010                          SUPERSEDED SURVEY CONTROL
 OH0010
 OH0010  NAD 83(1986)-  43 32 43.09078(N)    116 09 27.57097(W) AD(       ) 2
 OH0010  NAD 27      -  43 32 43.48606(N)    116 09 24.15977(W) AD(       ) 2
 OH0010  NGVD 29 (??/??/92)  911.029  (m)         2988.93   (f) ADJ UNCH    2 0
 OH0010
 OH0010.Superseded values are not recommended for survey control.
 OH0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0010.See file dsdata.txt to determine how the superseded data were derived.
 OH0010
 OH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6804821717(NAD 83)
 OH0010_MARKER: DE = TRAVERSE STATION DISK
 OH0010_SETTING: 66 = SET IN ROCK OUTCROP
 OH0010_SP_SET: BED ROCK
 OH0010_STAMPING: IDA 80-59 1958
 OH0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH0010+STABILITY: POSITION/ELEVATION WELL
 OH0010
 OH0010  HISTORY     - Date     Condition        Report By
 OH0010  HISTORY     - 1958     MONUMENTED       CGS
 OH0010  HISTORY     - 1959     GOOD             NGS
 OH0010  HISTORY     - 1961     SEE DESCRIPTION  CGS
 OH0010  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OH0010  HISTORY     - 1979     GOOD             NGS
 OH0010  HISTORY     - 1983     GOOD             NGS
 OH0010
 OH0010                          STATION DESCRIPTION
 OH0010
 OH0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OH0010'THE STATION IS 6-1/2 MILES SOUTHEAST OF BOISE, ON THE NORTHEAST
 OH0010'SIDE OF U.S. HIGHWAY 30, 53 FEET NORTHEAST FROM THE CENTER
 OH0010'LINE OF THE HIGHWAY, 13 FEET NORTHEAST FROM THE EDGE OF THE
 OH0010'ROAD CUT AND 5 FEET WEST-SOUTHWEST OF A STEEL WITNESS POST.
 OH0010'THE STATION IS A STANDARD TRAVERSE DISK STAMPED IDA 80-59 1958,
 OH0010'SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND.
 OH0010'
 OH0010'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OH0010'30 AND GOWEN ROAD, 6.5 MILES SOUTHEAST OF THE POST OFFICE IN
 OH0010'BOISE, GO NORTHWEST ON THE HIGHWAY FOR 0.3 MILE TO THE STATION
 OH0010'ON THE RIGHT ABOVE A ROCK CUT.
 OH0010'
 OH0010'REFERENCE MARK 1 IS 41 FEET NORTHEAST FROM THE CENTER LINE OF
 OH0010'THE HIGHWAY.  THE MARK IS A STANDARD REFERENCE DISK STAMPED
 OH0010'IDA 80-59 NO 1 1958, SET IN A DRILL HOLE IN A LARGE BOULDER
 OH0010'AT THE EDGE OF THE ROAD CUT AND PROJECTS 18 INCHES ON THE WEST
 OH0010'SIDE.
 OH0010'
 OH0010'4819 + 95.8 (IDPW) USED AS REFERENCE MARK 2, IS 51 FEET
 OH0010'NORTHEAST OF THE CENTER LINE OF HIGHWAY, 10 FEET EAST-NORTHEAST
 OH0010'OF THE ROAD CUT AND 3 FEET SOUTHWEST OF A STEEL WITNESS POST.
 OH0010'THE MARK IS A STANDARD STATE OF IDAHO DEPARTMENT OF PUBLIC
 OH0010'WORKS DISK STAMPED 50 FT. P.O.T. 4819 + 95.8, SET IN THE TOP
 OH0010'OF A 6 X 6 INCH CONCRETE POST PROJECTING 8 INCHES.  THE MARK
 OH0010'IS STATION 3 OF CURRENT AERIAL SURVEY FOR HIGHWAY RELOCATION.
 OH0010
 OH0010                          STATION RECOVERY (1959)
 OH0010
 OH0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OH0010'5.15 MI SE FROM BOISE.
 OH0010'5.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0010'RAILROAD DEPOT AT BOISE, 58.0 EAST OF THE CENTERLINE OF THE HIGHWAY,
 OH0010'27.1 FEET NORTHEAST OF R.M. 1, 21.3 FEET SOUTHEAST OF 4819 + 95.8
 OH0010'(IDPW), 5.1 FEET WEST OF A METAL WITNESS POST WITH SIGN, SET IN A
 OH0010'DRILL HOLE IN BED ROCK.
 OH0010
 OH0010                          STATION RECOVERY (1961)
 OH0010
 OH0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 OH0010'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH0010
 OH0010                          STATION RECOVERY (1976)
 OH0010
 OH0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JJP)
 OH0010'IDA 80-59 1958-GOOD
 OH0010'
 OH0010'IDA 80-59 NO 1 1958-EXCELLENT
 OH0010'
 OH0010'50 FT P.O.T. 4819 + 95.8-EXCELLENT*
 OH0010'
 OH0010'DIRECTIONS TO STATION SHOULD BE CHANGED TO READ--TO REACH
 OH0010'STATION FROM INTERSECTION OF OLD U.S. HIGHWAY 30 AND GOWEN
 OH0010'ROAD, 6.6 MILES SOUTHEAST OF STATE CAPITOL BUILDING IN BOISE,
 OH0010'GO NORTH-NORTHWEST ON OLD U.S. 30 FOR 0.3 MILE TO STATION ON
 OH0010'RIGHT ABOVE A ROCK CUT.
 OH0010'
 OH0010'*STEEL WITNESS POST COULD NOT BE FOUND.
 OH0010
 OH0010                          STATION RECOVERY (1979)
 OH0010
 OH0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH0010'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 OH0010'CONDITION BUT REFERENCE MARK 2 WAS LOOSE IN THE GROUND. THE
 OH0010'DISTANCE TO REFERENCE MARK 1 WAS 0.007 METER SHORTER, AND THE
 OH0010'DISTANCE TO REFERENCE MARK 2 WAS O.004 METER SHORTER THAT THE
 OH0010'1958 DATA.  THE DIRECTION BETWEEN THE REFERENCE MARKS DID COMPARE
 OH0010'FAVORABLY TO THE 1958 DATA.
 OH0010'THE STATION IS LOCATED 5 1/2 MILES SOUTHEAST OF THE STATE
 OH0010'CAPITOL BUILDING IN DOWNTOWN BOISE, 1/2 MILE NORTH ON INTERSTATE
 OH0010'HIGHWAY 80N AND ON A CUT BANK ABOVE FEDERAL WAY.
 OH0010'
 OH0010'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80N
 OH0010'AND GOWEN ROAD GO NORTHEAST ON GOWEN ROAD FOR 0.2 MILE TO A
 OH0010'T-INTERSRCTION.  TURN LEFT AND GO NORTHWEST ON FEDERAL WAY FOR
 OH0010'0.25 MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO
 OH0010'NORTHWEST PARELLING FEDERAL WAY FOR 0.05 MILE TO THE STATION ON
 OH0010'THE LEFT.
 OH0010'
 OH0010'THE STATION IS A STANDARD CGS DISK
 OH0010'STAMPED---IDA 80 59 1958---,
 OH0010'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.4 METERS
 OH0010'LARGEST DIMENSION.  IT IS LOCATED
 OH0010'.4 METERS WEST FROM A ROCK CUT BANK.
 OH0010'1.63 METERS WEST-SOUTHWEST FROM A METAL WITNESS POST.
 OH0010'16.1 METERS EAST-NORTHEAST FROM THE CENTER OF FEDERAL WAY.
 OH0010'
 OH0010'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH0010'STAMPED---IDA 8O 59 1959 NO 1---,
 OH0010'SET INTO A ROCK LEDGE.  IT IS LOCATED
 OH0010'1.7 METERS WEST FROM THE EDGE OF THE ROCK LEDGE.
 OH0010'9.30 METERS SOUTH FROM THE METAL WITNESS POST.
 OH0010'MARK IS BELOW STATION 0.2 METERS.
 OH0010'
 OH0010'REFERENCE MARK NUMBER 02 IS A STANDARD IDPW DISK
 OH0010'STAMPED---POT 4819+95.8---,
 OH0010'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 14 CM ON A SIDE
 OH0010'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0010'3.7 METERS WEST FROM THE ROCK LEDGE.
 OH0010'7.0 METERS NORTHWEST FROM THE METAL WITNESS POST.
 OH0010'MARK IS LEVEL WITH STATION.
 OH0010'
 OH0010'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.34 METERS.
 OH0010
 OH0010                          STATION RECOVERY (1983)
 OH0010
 OH0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0011 ***********************************************************************
 OH0011  DESIGNATION -  IDA 80 59 RM 1
 OH0011  PID         -  OH0011
 OH0011  STATE/COUNTY-  ID/ADA
 OH0011  USGS QUAD   -  BOISE SOUTH (1976)
 OH0011
 OH0011                         *CURRENT SURVEY CONTROL
 OH0011  ___________________________________________________________________
 OH0011* NAD 83(1986)-  43 32 44.     (N)    116 09 27.     (W)     SCALED    
 OH0011* NAVD 88     -       911.788  (meters)    2991.42   (feet)  ADJUSTED  
 OH0011  ___________________________________________________________________
 OH0011  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 OH0011  DYNAMIC HT  -         911.426 (meters)    2990.24  (feet)  COMP
 OH0011  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 OH0011
 OH0011  VERT ORDER  -  SECOND    CLASS 0
 OH0011
 OH0011.The horizontal coordinates were scaled from a topographic map and have
 OH0011.an estimated accuracy of +/- 6 seconds.
 OH0011
 OH0011.The orthometric height was determined by differential leveling
 OH0011.and adjusted by the National Geodetic Survey in June 1991..
 OH0011
 OH0011.The geoid height was determined by GEOID03.
 OH0011
 OH0011.The dynamic height is computed by dividing the NAVD 88
 OH0011.geopotential number by the normal gravity value computed on the
 OH0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0011.degrees latitude (g = 980.6199 gals.).
 OH0011
 OH0011.The modeled gravity was interpolated from observed gravity values.
 OH0011
 OH0011;                    North         East    Units  Estimated Accuracy
 OH0011;SPC ID W     -   208,780.      767,070.      MT  (+/- 180 meters Scaled)
 OH0011
 OH0011                          SUPERSEDED SURVEY CONTROL
 OH0011
 OH0011  NGVD 29 (??/??/92)  910.816  (m)         2988.24   (f) ADJ UNCH    2 0
 OH0011
 OH0011.Superseded values are not recommended for survey control.
 OH0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0011.See file dsdata.txt to determine how the superseded data were derived.
 OH0011
 OH0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ680217(NAD 83)
 OH0011_MARKER: DR = REFERENCE MARK DISK
 OH0011_SETTING: 80 = SET IN A BOULDER
 OH0011_SP_SET: BOULDER
 OH0011_STAMPING: IDA 80-59 NO 1 1958
 OH0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0011+STABILITY: SURFACE MOTION
 OH0011
 OH0011  HISTORY     - Date     Condition        Report By
 OH0011  HISTORY     - 1958     MONUMENTED       CGS
 OH0011  HISTORY     - 1959     GOOD             NGS
 OH0011  HISTORY     - 1983     GOOD             NGS
 OH0011
 OH0011                          STATION DESCRIPTION
 OH0011
 OH0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0011'5.15 MI SE FROM BOISE.
 OH0011'5.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0011'RAILROAD DEPOT AT BOISE, 48.0 FEET EAST OF THE CENTERLINE OF THE
 OH0011'HIGHWAY, 27.1 FEET SOUTHWEST OF THE STATION MARK, SET IN A DRILL HOLE
 OH0011'IN A BOULDER AND ABOUT 12.0 FEET HIGHER THAN THE HIGHWAY.
 OH0011
 OH0011                          STATION RECOVERY (1983)
 OH0011
 OH0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1415 ***********************************************************************
 OH1415  DESIGNATION -  IDA 80 6
 OH1415  PID         -  OH1415
 OH1415  STATE/COUNTY-  ID/PAYETTE
 OH1415  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH1415
 OH1415                         *CURRENT SURVEY CONTROL
 OH1415  ___________________________________________________________________
 OH1415* NAD 83(1992)-  43 54 04.08405(N)    116 49 06.72831(W)     ADJUSTED  
 OH1415* NAVD 88     -       805.     (meters)    2641.     (feet)  SCALED    
 OH1415  ___________________________________________________________________
 OH1415  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 OH1415  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 OH1415
 OH1415  HORZ ORDER  -  THIRD
 OH1415
 OH1415.The horizontal coordinates were established by classical geodetic methods
 OH1415.and adjusted by the National Geodetic Survey in July 1992..
 OH1415
 OH1415.The orthometric height was scaled from a topographic map.
 OH1415
 OH1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1415
 OH1415.The geoid height was determined by GEOID03.
 OH1415
 OH1415;                    North         East     Units Scale Factor Converg.
 OH1415;SPC ID W     -   248,762.281   714,160.163   MT  1.00002393   -0 44 27.5
 OH1415;UTM  11      - 4,860,908.160   514,572.881   MT  0.99960261   +0 07 33.0
 OH1415
 OH1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1415!SPC ID W     -   0.99987655  x   1.00002393  =   0.99990048
 OH1415!UTM  11      -   0.99987655  x   0.99960261  =   0.99947921
 OH1415
 OH1415|---------------------------------------------------------------------|
 OH1415| PID    Reference Object                     Distance      Geod. Az  |
 OH1415|                                                           dddmmss.s |
 OH1415| CD5333 IDA 80 6 RM 1                         9.912 METERS 07553     |
 OH1415| CD5143 T6 7N R4W SECS 4 33 34                             1485709.6 |
 OH1415| CD5334 IDA 80 6 RM 2                        12.235 METERS 34743     |
 OH1415| OH1412 NEW PLYMOUTH MUNICIPAL TANK         APPROX. 7.7 KM 3582939.0 |
 OH1415|---------------------------------------------------------------------|
 OH1415
 OH1415                          SUPERSEDED SURVEY CONTROL
 OH1415
 OH1415  NAD 83(1991)-  43 54 04.08391(N)    116 49 06.72805(W) AD(       ) 3
 OH1415  NAD 83(1986)-  43 54 04.08363(N)    116 49 06.72800(W) AD(       ) 3
 OH1415  NAD 27      -  43 54 04.49680(N)    116 49 03.19610(W) AD(       ) 3
 OH1415
 OH1415.Superseded values are not recommended for survey control.
 OH1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1415.See file dsdata.txt to determine how the superseded data were derived.
 OH1415
 OH1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1457360908(NAD 83)
 OH1415_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OH1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1415
 OH1415  HISTORY     - Date     Condition        Report By
 OH1415  HISTORY     - 1959     MONUMENTED       CGS
 OH1415  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OH1415
 OH1415                          STATION DESCRIPTION
 OH1415
 OH1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OH1415'THE STATION IS 5-1/4 MILES SOUTH AND 1/2 MILE EAST FROM NEW
 OH1415'PLYMOUTH ON A SAGE COVERED RIDGE, 21 FEET NORTH OF WHERE
 OH1415'RIDGE DROPS SHARPLY OFF TO THE SOUTH, 7.2 FEET SOUTHEAST
 OH1415'FROM A STEEL WITNESS POST.  A STANDARD TRIANGULATION DISK SET
 OH1415'IN A SQUARE TOPPED CONCRETE MONUMENT PROJECTING 4 INCHES,
 OH1415'STAMPED IDA 80-6 1959.
 OH1415'
 OH1415'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 OH1415'52, 4.0 MILES SOUTHEAST OF NEW PLYMOUTH, GO SOUTH ON HIGHWAY
 OH1415'30 FOR 3.0 MILES TO A PAVED CROSSROAD.  TURN RIGHT AND GO WEST
 OH1415'ON PAVED ROAD FOR 1.5 MILES TO A SIDE ROAD LEFT, JUST AFTER
 OH1415'CROSSING BRIDGE OVER CANAL.  TURN LEFT ALONG THE WEST SIDE OF
 OH1415'CANAL AND GO SOUTHERLY ON SAND ROAD FOR 0.55 MILE TO A
 OH1415'CROSSROAD.  TURN LEFT UP HILL FOR 0.15 MILE TO A FORK.  TURN
 OH1415'SHARP RIGHT UP HILL FOR ABOUT 75 FEET TO A FORK.  TAKE RIGHT
 OH1415'FORK AND FOLLOW SAND ROAD FOR 0.15 MILE TO A FORK.  TAKE
 OH1415'RIGHT FORK AND FOLLOW TRACK ROAD FOR 0.3 MILE TO A WIRE GATE.
 OH1415'PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.1
 OH1415'MILE TO A FORK.  TAKE RIGHT FORK AND FOLLOW TRACK ROAD
 OH1415'NORTHWEST FOR 0.4 MILE TO THE GENERAL LAND OFFICE MARK
 OH1415'ON THE RIGHT AT FENCE CORNER.  CONTINUE NORTHWEST ON THE TRACK
 OH1415'ROAD FOR 0.2 MILE TO A FORK.  TAKE RIGHT FORK AND FOLLOW
 OH1415'DIM TRACK ROAD UP SOUTH END OF RIDGE AND FOLLOW ALONG
 OH1415'CREST OF RIDGE, CROSSING SEVERAL SMALL SADDLES FOR 0.7
 OH1415'MILE TO A FORK AT TOP OF RIDGE AND THE STATION 150 FEET TO
 OH1415'THE SOUTH.
 OH1415'
 OH1415'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD REFERENCE DISKS
 OH1415'SET IN SQUARE TOPPED CONCRETE MONUMENTS PROJECTING 6 INCHES
 OH1415'AND 2 INCHES, STAMPED IDA 80-6 1959 AND NO 1 AND NO 2 RESPECTIVELY.
 OH1415'
 OH1415'G.L.O. T 7N R 4W USED AS AN AZIMUTH MARK IS 42 FEET NORTH
 OH1415'FROM THE CENTER LINE OF THE TRACK ROAD, 3 INCHES SOUTH FROM A
 OH1415'FENCE CORNER.  THE MARK IS A U.S. GENERAL LAND OFFICE SURVEY
 OH1415'BRONZE CAP RIVETED TO THE TOP OF AN 1 INCH GALVANIZED PIPE
 OH1415'PROJECTING 8 INCHES, STAMPED T 7N R 4W S33 S34 S4 T 6N 36.
 OH1415
 OH1415                          STATION RECOVERY (1974)
 OH1415
 OH1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OH1415'THE STATION MARK, BOTH REFERENCE MARKS, AND THE G.L.O. MARK,
 OH1415'WHICH WAS USED FOR THE AZIMUTH MARK, WAS RECOVERED IN GOOD
 OH1415'CONDITION AS DESCRIBED.  THE TO REACH IS OBSOLETE SINCE THE
 OH1415'FREEWAY HAS BEEN BUILT.  A NEW TO REACH, AND NEW REFERENCE
 OH1415'MEASUREMENTS FOR THE G.L.O. MARK FOLLOW.
 OH1415'
 OH1415'TO REACH THE STATION FROM THE NEW PLYMOUTH POST OFFICE GO
 OH1415'SOUTH ON U.S. HIGHWAY 30 FOR 4.8 MILES TO THE SOUTH END OF
 OH1415'THE OVERPASS OVER INTERSTATE 80N, AND A DEADEND ROAD RIGHT,
 OH1415'TURN RIGHT, AND GO WEST FOR 0.15 MILE TO A GATE IN THE
 OH1415'RIGHT-OF-WAY FENCE LINE.  PASS THRU THE GATE, AND GO SOUTH ON THE
 OH1415'TRACK ROAD, ON THE CREST OF THE RIDGE FOR 0.25 MILE TO A
 OH1415'FORK, TAKE THE LEFT FORK, AND CONTINUE SOUTH ON THE CREST OF
 OH1415'THE RIDGE FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 OH1415'
 OH1415'TO REACH THE G.L.O. MARK FROM THE STATION CONTINUE SOUTH ON
 OH1415'THE DIM TRACK ROAD, DOWN THE SOUTH SLOPE OF THE RIDGE, FOR
 OH1415'0.5 MILE TO WHERE IT JOINS A MORE TRAVELED ROAD, CROSS THE DRY
 OH1415'WASH, AND CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.2 MILE
 OH1415'TO WHERE THE ROAD TURNS FROM SOUTH TO EAST, AND THE G.L.O.
 OH1415'MARK, WHICH WAS USED FOR THE AZIMUTH MARK ON THE LEFT.
 OH1415'
 OH1415'G.L.O. T 7N R 4W, IS A GENERAL LAND OFFICE SURVEY CAP, STAMPED
 OH1415'T 7N R 4W S33 S34 S4 T 6N 36, ON A PIPE THAT PROJECTS 10-INCHES,
 OH1415'0.1 MILE SOUTH OF A SMALL EARTH TANK, 50 FEET EAST-NORTHEAST
 OH1415'OF WHERE THE TRACK ROAD TURNS FROM SOUTH TO EAST, AND 2 FEET
 OH1415'NORTH OF A METAL WITNESS POST.
 OH1415'
 OH1415'THE STATION IS ON GOVERNMENT OWNED LAND.
 OH1415'
 OH1415'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 OH1415'SOUTH OF NEW PLYMOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0008 ***********************************************************************
 OH0008  DESIGNATION -  IDA 80 60
 OH0008  PID         -  OH0008
 OH0008  STATE/COUNTY-  ID/ADA
 OH0008  USGS QUAD   -  BOISE SOUTH (1976)
 OH0008
 OH0008                         *CURRENT SURVEY CONTROL
 OH0008  ___________________________________________________________________
 OH0008* NAD 83(1992)-  43 32 31.19575(N)    116 09 44.58299(W)     ADJUSTED  
 OH0008* NAVD 88     -       918.121  (meters)    3012.20   (feet)  ADJUSTED  
 OH0008  ___________________________________________________________________
 OH0008  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 OH0008  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 OH0008  DYNAMIC HT  -         917.756 (meters)    3011.00  (feet)  COMP
 OH0008  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 OH0008
 OH0008  HORZ ORDER  -  FIRST
 OH0008  VERT ORDER  -  SECOND    CLASS 0
 OH0008
 OH0008.The horizontal coordinates were established by classical geodetic methods
 OH0008.and adjusted by the National Geodetic Survey in July 1992..
 OH0008
 OH0008.The orthometric height was determined by differential leveling
 OH0008.and adjusted by the National Geodetic Survey in June 1991..
 OH0008
 OH0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0008
 OH0008.The geoid height was determined by GEOID03.
 OH0008
 OH0008.The dynamic height is computed by dividing the NAVD 88
 OH0008.geopotential number by the normal gravity value computed on the
 OH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0008.degrees latitude (g = 980.6199 gals.).
 OH0008
 OH0008.The modeled gravity was interpolated from observed gravity values.
 OH0008
 OH0008;                    North         East     Units Scale Factor Converg.
 OH0008;SPC ID W     -   208,390.083   766,673.073   MT  0.99994699   -0 17 02.7
 OH0008;UTM  11      - 4,821,346.466   567,669.660   MT  0.99965632   +0 34 37.4
 OH0008
 OH0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0008!SPC ID W     -   0.99985866  x   0.99994699  =   0.99980566
 OH0008!UTM  11      -   0.99985866  x   0.99965632  =   0.99951503
 OH0008
 OH0008:                Primary Azimuth Mark                     Grid Az
 OH0008:SPC ID W     -  BOISE TABLE ROCK MESA CROSS              010 54 44.3
 OH0008:UTM  11      -  BOISE TABLE ROCK MESA CROSS              010 03 04.2
 OH0008
 OH0008|---------------------------------------------------------------------|
 OH0008| PID    Reference Object                     Distance      Geod. Az  |
 OH0008|                                                           dddmmss.s |
 OH0008| OH1231 BOISE TABLE ROCK MESA CROSS         APPROX. 6.4 KM 0103741.6 |
 OH0008| OH0010 IDA 80 59                           APPROX. 0.5 KM 0460737.0 |
 OH0008| OH0007 IDA 80 60 RM 1                       11.485 METERS 06026     |
 OH0008| OH1248 VOR BOISE BOI                       APPROX. 7.2 KM 2935323.4 |
 OH0008| OH1253 80 35 E                             APPROX. 0.8 KM 3013923.6 |
 OH0008| OH1252 80 35 E TPT                         APPROX. 0.8 KM 3013920.7 |
 OH0008| OH1233 BOISE U PAC DEPOT CLOCK TOWER       APPROX. 7.9 KM 3274219.5 |
 OH0008| OH1230 BOISE STATE CAPITOL DOME            APPROX. 8.9 KM 3401933.2 |
 OH0008| OH0009 JOHNSON                               9.831 METERS 34352     |
 OH0008|---------------------------------------------------------------------|
 OH0008
 OH0008                          SUPERSEDED SURVEY CONTROL
 OH0008
 OH0008  NAD 83(1986)-  43 32 31.19629(N)    116 09 44.57983(W) AD(       ) 1
 OH0008  NAD 27      -  43 32 31.59179(N)    116 09 41.16844(W) AD(       ) 1
 OH0008  NGVD 29 (??/??/92)  917.148  (m)         3009.01   (f) ADJ UNCH    2 0
 OH0008
 OH0008.Superseded values are not recommended for survey control.
 OH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0008.See file dsdata.txt to determine how the superseded data were derived.
 OH0008
 OH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6767021346(NAD 83)
 OH0008_MARKER: DS = TRIANGULATION STATION DISK
 OH0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0008_STAMPING: IDA 80-60 1958
 OH0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0008+STABILITY: SURFACE MOTION
 OH0008
 OH0008  HISTORY     - Date     Condition        Report By
 OH0008  HISTORY     - 1958     MONUMENTED       CGS
 OH0008  HISTORY     - 1959     GOOD             NGS
 OH0008  HISTORY     - 1961     SEE DESCRIPTION  CGS
 OH0008  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OH0008  HISTORY     - 1965     GOOD             NGS
 OH0008  HISTORY     - 1977     GOOD             NGS
 OH0008  HISTORY     - 1977     GOOD             NGS
 OH0008  HISTORY     - 1978     GOOD             NGS
 OH0008  HISTORY     - 1981     GOOD             NGS
 OH0008  HISTORY     - 1984     GOOD             NGS
 OH0008  HISTORY     - 20030209 GOOD             INDIV
 OH0008
 OH0008                          STATION DESCRIPTION
 OH0008
 OH0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OH0008'THE STATION IS 6-3/4 MILES SOUTHEAST OF BOISE, ON THE SOUTH
 OH0008'SIDE OF GOWEN ROAD, 110 FEET SOUTH FROM THE CENTER LINE OF GOWEN
 OH0008'ROAD, 68 FEET SOUTH FROM THE ROAD CUT AND 32 FEET SOUTH-SOUTHEAST
 OH0008'FROM STEEL WITNESS POST.  THE STATION IS A STANDARD TRINAGULATION
 OH0008'DISK STAMPED IDA 80-60 1958, SET IN A SQUARE TOPPED CONCRETE
 OH0008'POST PROJECTING 2 INCHES.
 OH0008'
 OH0008'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 OH0008'AND GOWEN ROAD, 6.5 MILES SOUTHEAST OF THE POST OFFICE IN
 OH0008'BOISE, GO NORTHWEST ON GOWEN ROAD FOR 0.3 MILE TO THE STATION
 OH0008'ON THE LEFT ON TOP OF ROAD CUT.
 OH0008'
 OH0008'REFERENCE MARK 1 IS 83 FEET SOUTH FROM THE CENTER LINE OF
 OH0008'ROAD, 45 FEET SOUTH FROM THE ROAD CUT AND 43 FEET EAST-SOUTHEAST
 OH0008'FROM STEEL WITNESS POST.  THE MARK IS A STANDARD REFERENCE
 OH0008'DISK STAMPED IDA 80-60 NO 1 1958, SET IN A SQUARE TOPPED
 OH0008'CONCRETE POST PROJECTING 4 INCHES.
 OH0008'
 OH0008'JOHNSON (ISHS) USED AS REFERENCE MARK 2, IS 81 FEET SOUTH FROM
 OH0008'THE CENTER LINE OF ROAD, 42 FEET SOUTH FROM THE ROAD CUT AND
 OH0008'1 FOOT NORTH FROM THE STEEL WITNESS POST.  THE MARK IS AN
 OH0008'IDAHO STATE HIGHWAY STATION DISK STAMPED JOHNSON, SET IN A ROUND
 OH0008'CONCRETE POST PROJECTING 6 INCHES.
 OH0008
 OH0008                          STATION RECOVERY (1959)
 OH0008
 OH0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OH0008'5.9 MI SE FROM BOISE.
 OH0008'5.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0008'RAILROAD DEPOT AT BOISE TO GOWEN FIELD ROAD, THENCE 0.35 MILE WEST,
 OH0008'0.25 MILE EAST OF A RAILROAD OVERPASS, 111.0 FEET SOUTH OF THE
 OH0008'CENTERLINE OF A PAVED ROAD, 38.4 FEET SOUTHWEST OF R.M. 1, 33.1 FEET
 OH0008'SOUTHEAST OF JOHNSON (IHD), SET IN A SQUARE CONCRETE POST PROJECTING 3
 OH0008'INCHES, AND 5.2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 OH0008
 OH0008                          STATION RECOVERY (1961)
 OH0008
 OH0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 OH0008'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OH0008
 OH0008                          STATION RECOVERY (1965)
 OH0008
 OH0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 OH0008'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND TO
 OH0008'BE IN GOOD CONDITION.
 OH0008
 OH0008                          STATION RECOVERY (1965)
 OH0008
 OH0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OH0008'RECOVERED IN GOOD CONDITION.
 OH0008
 OH0008                          STATION RECOVERY (1977)
 OH0008
 OH0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OH0008'THE STATION MARK, REFERENCE MARK NO. 1, AND JOHNSON (ISHS) WERE
 OH0008'RECOVERED IN GOOD CONDITION.  LANDMARKS HAVE CHANGED.  A NEW AND
 OH0008'COMPLETE DESCRIPTION FOLLOWS.
 OH0008'
 OH0008'THE STATION IS ON HIGHWAY RIGHT-OF-WAY.
 OH0008'
 OH0008'TO REACH THE STATION FROM THE WHITNEY BRANCH OF THE BOISE POST
 OH0008'OFFICE GO WEST ON BANK DRIVE FOR 1 BLOCK, TURN LEFT, AND GO SOUTH ON
 OH0008'VISTA AVENUE FOR 1.5 MILES TO THE ENTRANCE TO THE FREEWAY,
 OH0008'EASTBOUND, TURN LEFT, AND GO SOUTHEAST ON INTERSTATE 80N FOR 3.5
 OH0008'MILES TO THE STATION ON THE RIGHT, JUST AFTER PASSING OVER THE
 OH0008'OVERPASS OVER GOWEN ROAD.
 OH0008'
 OH0008'THE STATION MARK, STAMPED IDA 80-60 1958, IS A STANDARD DISK SET IN
 OH0008'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES, 500 FEET
 OH0008'NORTHWEST OF MILEPOST NO. 57, 325 FEET WEST OF THE CENTER OF THE
 OH0008'EASTBOUND LANES OF INTERSTATE 80N, 77 FEET EAST OF THE TOP OF THE
 OH0008'CUT BANK ABOVE THE APPROACH ROAD, 70 FEET SOUTH OF THE TOP OF THE
 OH0008'CUT BANK ABOVE GOWEN ROAD, 6 FEET NORTH OF THE RIGHT-OF-WAY
 OH0008'FENCE LINE, AND 5 FEET SOUTHWEST OF A METAL WITNESS POST.
 OH0008'
 OH0008'REFERENCE MARK NO. 1, STAMPED IDA 80-60 NO 1 1958, IS A STANDARD
 OH0008'DISK IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES,
 OH0008'40 FEET SOUTH OF THE TOP OF THE CUT BANK ABOVE GOWEN ROAD, AND 26
 OH0008'FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE.
 OH0008'
 OH0008'JOHNSON (ISHS), STAMPED JOHNSON, IS AN IDAHO STATE HIGHWAY STATION
 OH0008'DISK IN A ROUND CONCRETE MONUMENT THAT PROJECTS 3-INCHES, 36 FEET
 OH0008'NORTH OF THE RIGHT-OF-WAY FENCE LINE, 35 FEET SOUTH OF THE TOP OF
 OH0008'THE CUT BANK ABOVE GOWEN ROAD, AND 1 FOOT NORTHEAST OF A METAL
 OH0008'WITNESS POST.
 OH0008'
 OH0008'TRAVERSE STATION IDA 80-59 1958 MAY BE USED FOR THE AZIMUTH MARK,
 OH0008'SEE DESCRIPTION THEREOF.
 OH0008'
 OH0008'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHEAST
 OH0008'OF BOISE.
 OH0008
 OH0008                          STATION RECOVERY (1977)
 OH0008
 OH0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OH0008'REACHED FROM THE WHITNEY BRANCH OF THE BOISE POST OFFICE GO WEST ON
 OH0008'BANK DRIVE FOR 1 BLOCK, TURN LEFT, AND GO SOUTH ON VISTA AVENUE FOR
 OH0008'1.5 MILES TO THE ENTRANCE TO THE FREEWAY, EASTBOUND, TURN LEFT, AND
 OH0008'GO SOUTHEAST ON INTERSTATE 80N FOR 3.5 MILES TO THE MARK ON THE
 OH0008'RIGHT, JUST AFTER PASSING OVER THE OVERPASS OVER GOWEN ROAD, 500 FEET
 OH0008'NORTHWEST OF MILE POST 57, 325 FEET WEST OF THE EASTBOUND LANES OF
 OH0008'INTERSTATE 80N, 77 FEET EAST OF THE TOP OF THE CUT BANK ABOVE THE
 OH0008'APPROACH ROAD, 70 FEET SOUTH OF THE TOP OF THE CUT BANK ABOVE GOWEN
 OH0008'ROAD, AND 6 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE.
 OH0008
 OH0008                          STATION RECOVERY (1978)
 OH0008
 OH0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH0008'THE STATION MARK, REFERENCE MARK 1 AND JOHNSON IDDH 1958 WERE
 OH0008'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 OH0008'REFERENCE MARK 1 AND JOHNSON IDDH 1958 CHECKED THE 1977 DATA.
 OH0008'THE STATION IS LOCATED ON INTERSTATE HIGHWAY 80 N RIGHT-OF-WAY
 OH0008'AND ABOUT 5 MILES SOUTHEAST OF BOISE AT THE GOWEN ROAD EXIT.
 OH0008'IT IS IN THE NORTHWEST 1/4 OF SECTION 1, T2N, R2E.
 OH0008'
 OH0008'TO REACH THE STATION FROM GOWEN ROAD AND THE EAST BOUND ENTRANCE
 OH0008'RAMP TO INTERSTATE HIGHWAY 80 N, GO SOUTHEAST ON ENTRANCE RAMP
 OH0008'FOR 0.2 MILE.  TURN SHARP LEFT AND GO WEST-NORTHWEST FOR 0.15 MILE
 OH0008'TO A FENCE AND THE STATION ON NORTH SIDE OF FENCE.
 OH0008'
 OH0008'THE STATION IS A STANDARD CGS DISK
 OH0008'STAMPED---IDA 80 60 1958---,
 OH0008'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0008'PROJECTING 05 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0008'1.6 METERS SOUTHWEST FROM A METAL WITNESS POST.
 OH0008'1.7 METERS NORTH FROM THE FENCE.
 OH0008'20.4 METERS SOUTH FROM A CUT BANK.
 OH0008'68.9 METERS WEST FROM THE SOUTHWEST CORNER OF A BRIDGE OVER GOWEN
 OH0008'ROAD.
 OH0008'
 OH0008'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH0008'STAMPED---IDA 80 60 NO 1 1958---,
 OH0008'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0008'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0008'10.0 METERS WEST-SOUTHWEST FROM A METAL WITNESS POST.
 OH0008'8.2 METERS NORTH FROM THE FENCE.
 OH0008'13.1 METERS SOUTH FROM THE CUT BANK.
 OH0008'MARK IS LEVEL WITH STATION.
 OH0008'
 OH0008'REFERENCE MARK NUMBER 02 IS A IDAHO STATE HIGHWAY STATION DISK
 OH0008'STAMPED---JOHNSON IDDH 1958---,
 OH0008'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 OH0008'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0008'8.9 METERS SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 OH0008'11.0 METERS NORTH FROM THE FENCE.
 OH0008'28.0 METERS EAST FROM THE CUT BANK.
 OH0008'MARK IS LEVEL WITH STATION.
 OH0008'
 OH0008'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 OH0008
 OH0008                          STATION RECOVERY (1981)
 OH0008
 OH0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OH0008'THE STATION, REFERENCE MARK 1 AND STATION JOHNSON WERE RECOVERED AS
 OH0008'DESCRIBED.
 OH0008
 OH0008                          STATION RECOVERY (1984)
 OH0008
 OH0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OH0008'THE MARK IS ATGOWEN ROAD INTERCHANGE WITH I 84, 30 METERS EAST FROM
 OH0008'THE TOP OF THE BANK OF ROAD LEADING TO FREEWAY, 21 METERS SOUTH FROM
 OH0008'THE TOP OF THE BANK ON THE SOUTH SIDE OF GOWEN ROAD, 11.488 METERS
 OH0008'WEST-SOUTHWEST OF RM 1, 9.838 METERS SOUTH-SOUTHEAST OF STATION
 OH0008'JOHNSON IDHD, 1.8 METERS NORTH FROM A FENCE, AND 1.6 METERS SOUTHWEST
 OH0008'FROM A WITNESS POST.
 OH0008
 OH0008                          STATION RECOVERY (2003)
 OH0008
 OH0008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZDV)
 OH0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0007 ***********************************************************************
 OH0007  DESIGNATION -  IDA 80 60 RM 1
 OH0007  PID         -  OH0007
 OH0007  STATE/COUNTY-  ID/ADA
 OH0007  USGS QUAD   -  BOISE SOUTH (1976)
 OH0007
 OH0007                         *CURRENT SURVEY CONTROL
 OH0007  ___________________________________________________________________
 OH0007* NAD 83(1986)-  43 32 32.     (N)    116 09 44.     (W)     SCALED    
 OH0007* NAVD 88     -       918.080  (meters)    3012.07   (feet)  ADJUSTED  
 OH0007  ___________________________________________________________________
 OH0007  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 OH0007  DYNAMIC HT  -         917.715 (meters)    3010.87  (feet)  COMP
 OH0007  MODELED GRAV-     980,191.4   (mgal)                       NAVD 88
 OH0007
 OH0007  VERT ORDER  -  SECOND    CLASS 0
 OH0007
 OH0007.The horizontal coordinates were scaled from a topographic map and have
 OH0007.an estimated accuracy of +/- 6 seconds.
 OH0007
 OH0007.The orthometric height was determined by differential leveling
 OH0007.and adjusted by the National Geodetic Survey in June 1991..
 OH0007
 OH0007.The geoid height was determined by GEOID03.
 OH0007
 OH0007.The dynamic height is computed by dividing the NAVD 88
 OH0007.geopotential number by the normal gravity value computed on the
 OH0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0007.degrees latitude (g = 980.6199 gals.).
 OH0007
 OH0007.The modeled gravity was interpolated from observed gravity values.
 OH0007
 OH0007;                    North         East    Units  Estimated Accuracy
 OH0007;SPC ID W     -   208,420.      766,690.      MT  (+/- 180 meters Scaled)
 OH0007
 OH0007                          SUPERSEDED SURVEY CONTROL
 OH0007
 OH0007  NGVD 29 (??/??/92)  917.107  (m)         3008.88   (f) ADJ UNCH    2 0
 OH0007
 OH0007.Superseded values are not recommended for survey control.
 OH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0007.See file dsdata.txt to determine how the superseded data were derived.
 OH0007
 OH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ676213(NAD 83)
 OH0007_MARKER: DR = REFERENCE MARK DISK
 OH0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0007_STAMPING: IDA 80-60 NO 1 1958
 OH0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0007+STABILITY: SURFACE MOTION
 OH0007
 OH0007  HISTORY     - Date     Condition        Report By
 OH0007  HISTORY     - 1958     MONUMENTED       CGS
 OH0007  HISTORY     - 1959     GOOD             NGS
 OH0007  HISTORY     - 1965     GOOD             NGS
 OH0007  HISTORY     - 1983     GOOD             NGS
 OH0007  HISTORY     - 1984     GOOD             NGS
 OH0007  HISTORY     - 20030209 GOOD             INDIV
 OH0007
 OH0007                          STATION DESCRIPTION
 OH0007
 OH0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0007'5.9 MI SE FROM BOISE.
 OH0007'5.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0007'RAILROAD DEPOT AT BOISE TO GOWEN FIELD ROAD, THENCE 0.35 MILE WEST,
 OH0007'83.0 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD, 43.5 FEET EAST OF
 OH0007'JOHNSON (IHD), 38.4 FEET NORTHEAST OF THE STATION MARK, SET IN A
 OH0007'SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OH0007
 OH0007                          STATION RECOVERY (1965)
 OH0007
 OH0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OH0007'RECOVERED IN GOOD CONDITION.
 OH0007
 OH0007                          STATION RECOVERY (1983)
 OH0007
 OH0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0007'RECOVERED IN GOOD CONDITION.
 OH0007
 OH0007                          STATION RECOVERY (1984)
 OH0007
 OH0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OH0007'THE MARK IS AT GOWEN ROAD INTERCHANGE WITH I 84, 13.27
 OH0007
 OH0007                          STATION RECOVERY (2003)
 OH0007
 OH0007'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZDV)
 OH0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0238 ***********************************************************************
 OH0238  DESIGNATION -  IDA 80 61 A
 OH0238  PID         -  OH0238
 OH0238  STATE/COUNTY-  ID/ADA
 OH0238  USGS QUAD   -  OWYHEE (1992)
 OH0238
 OH0238                         *CURRENT SURVEY CONTROL
 OH0238  ___________________________________________________________________
 OH0238* NAD 83(1992)-  43 29 36.56705(N)    116 07 40.64948(W)     ADJUSTED  
 OH0238* NAVD 88     -       989.781  (meters)    3247.31   (feet)  ADJUSTED  
 OH0238  ___________________________________________________________________
 OH0238  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 OH0238  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 OH0238  DYNAMIC HT  -         989.369 (meters)    3245.95  (feet)  COMP
 OH0238  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 OH0238
 OH0238  HORZ ORDER  -  SECOND
 OH0238  VERT ORDER  -  SECOND    CLASS 0
 OH0238
 OH0238.The horizontal coordinates were established by classical geodetic methods
 OH0238.and adjusted by the National Geodetic Survey in July 1992..
 OH0238
 OH0238.The orthometric height was determined by differential leveling
 OH0238.and adjusted by the National Geodetic Survey in June 1991..
 OH0238
 OH0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0238
 OH0238.The geoid height was determined by GEOID03.
 OH0238
 OH0238.The dynamic height is computed by dividing the NAVD 88
 OH0238.geopotential number by the normal gravity value computed on the
 OH0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0238.degrees latitude (g = 980.6199 gals.).
 OH0238
 OH0238.The modeled gravity was interpolated from observed gravity values.
 OH0238
 OH0238;                    North         East     Units Scale Factor Converg.
 OH0238;SPC ID W     -   202,987.844   769,430.739   MT  0.99994482   -0 15 36.5
 OH0238;UTM  11      - 4,815,987.802   570,507.355   MT  0.99966115   +0 36 00.8
 OH0238
 OH0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0238!SPC ID W     -   0.99984741  x   0.99994482  =   0.99979224
 OH0238!UTM  11      -   0.99984741  x   0.99966115  =   0.99950862
 OH0238
 OH0238|---------------------------------------------------------------------|
 OH0238| PID    Reference Object                     Distance      Geod. Az  |
 OH0238|                                                           dddmmss.s |
 OH0238| OH0236 IDA 80 61 A RM 1                      9.673 METERS 12201     |
 OH0238| OH0003 IDA 80 61                           APPROX. 1.5 KM 3214948.4 |
 OH0238| OH0237 IDA 80 61 A RM 2                     11.285 METERS 34220     |
 OH0238|---------------------------------------------------------------------|
 OH0238
 OH0238                          SUPERSEDED SURVEY CONTROL
 OH0238
 OH0238  NAD 83(1986)-  43 29 36.56747(N)    116 07 40.64602(W) AD(       ) 2
 OH0238  NAD 27      -  43 29 36.96011(N)    116 07 37.24561(W) AD(       ) 2
 OH0238  NGVD 29 (??/??/92)  988.793  (m)         3244.07   (f) ADJ UNCH    2 0
 OH0238
 OH0238.Superseded values are not recommended for survey control.
 OH0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0238.See file dsdata.txt to determine how the superseded data were derived.
 OH0238
 OH0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7050715988(NAD 83)
 OH0238_MARKER: DE = TRAVERSE STATION DISK
 OH0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0238_STAMPING: IDA 80-61 A 1958
 OH0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0238+STABILITY: SURFACE MOTION
 OH0238
 OH0238  HISTORY     - Date     Condition        Report By
 OH0238  HISTORY     - 1958     MONUMENTED       CGS
 OH0238  HISTORY     - 1959     GOOD             NGS
 OH0238  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 OH0238  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0238
 OH0238                          STATION DESCRIPTION
 OH0238
 OH0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OH0238'THE STATION IS 8-3/4 MILES SOUTHEAST OF BOISE ON THE TOP OF
 OH0238'A CUT BANK, 64 FEET NORTHEAST FROM THE CENTER LINE OF U.S.
 OH0238'HIGHWAY 30, 14 FEET SOUTHEAST FROM A BARB WIRE FENCE, 5 FEET
 OH0238'NORTHEAST FROM A STEEL WITNESS POST.  THE STATION IS A STANDARD
 OH0238'TRAVERSE DISK SET IN A SQUARE TOPPED CONCRETE POST FLUSH
 OH0238'WITH THE GROUND, STAMPED IDA 80-61A 1958.
 OH0238'
 OH0238'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND GOWEN
 OH0238'ROAD, 6.5 MILES SOUTHEAST OF THE POST OFFICE IN BOISE, GO
 OH0238'SOUTH-SOUTHEAST ON THE HIGHWAY FOR 3.55 MILES TO THE STATION
 OH0238'TO THE LEFT ABOVE CUT BANK.
 OH0238'
 OH0238'REFERENCE MARK NO. 1 IS 78 FEET NORTHEAST FROM THE CENTER
 OH0238'LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF THE FENCE.
 OH0238'
 OH0238'REFERENCE MARK NO. 2 IS 76 FEET NORTHEAST FROM THE CENTER
 OH0238'LINE OF THE HIGHWAY, 3 FEET SOUTHWEST FROM THE FENCE.  THE
 OH0238'MARKS ARE SET IN SQUARE TOPPED CONCRETE POSTS PROJECTING 2
 OH0238'INCHES AND FLUSH WITH THE GROUND, AND STAMPED IDA 80-61A
 OH0238'1958, AND NO 1 AND NO 2 RESPECTIVELY.
 OH0238
 OH0238                          STATION RECOVERY (1959)
 OH0238
 OH0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OH0238'9.05 MI SE FROM BOISE.
 OH0238'9.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0238'RAILROAD DEPOT AT BOISE, 36.0 FEET SOUTH OF R.M. 2, 30.0 FEET WEST OF
 OH0238'R.M. 1, 14.0 FEET SOUTHWEST OF A FENCE LINE, 4.9 FEET EAST OF A METAL
 OH0238'WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 OH0238'GROUND.
 OH0238
 OH0238                          STATION RECOVERY (1976)
 OH0238
 OH0238'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH0238'IDA 80-61A 1958 HAS BEEN REMOVED.
 OH0238'
 OH0238'IDA 80-61A 1958 NO 1 HAS BEEN REMOVED.
 OH0238'
 OH0238'IDA 80-61A 1958 NO 2 HAS BEEN REMOVED.
 OH0238'
 OH0238'ALL MARKS FELL INSIDE OF CUT SLOPE FOR INTERSTATE HIGHWAY I80N AND
 OH0238'WERE REMOVED.
 OH0238'
 OH0238'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES (AIRLINE)
 OH0238'SOUTHEAST OF BOISE.
 OH0238
 OH0238                          STATION RECOVERY (1983)
 OH0238
 OH0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0236 ***********************************************************************
 OH0236  DESIGNATION -  IDA 80 61 A RM 1
 OH0236  PID         -  OH0236
 OH0236  STATE/COUNTY-  ID/ADA
 OH0236  USGS QUAD   -  OWYHEE (1992)
 OH0236
 OH0236                         *CURRENT SURVEY CONTROL
 OH0236  ___________________________________________________________________
 OH0236* NAD 83(1986)-  43 29 35.     (N)    116 07 37.     (W)     SCALED    
 OH0236* NAVD 88     -       990.466  (meters)    3249.55   (feet)  ADJUSTED  
 OH0236  ___________________________________________________________________
 OH0236  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 OH0236  DYNAMIC HT  -         990.053 (meters)    3248.20  (feet)  COMP
 OH0236  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 OH0236
 OH0236  VERT ORDER  -  SECOND    CLASS 0
 OH0236
 OH0236.The horizontal coordinates were scaled from a topographic map and have
 OH0236.an estimated accuracy of +/- 6 seconds.
 OH0236
 OH0236.The orthometric height was determined by differential leveling
 OH0236.and adjusted by the National Geodetic Survey in June 1991..
 OH0236
 OH0236.The geoid height was determined by GEOID03.
 OH0236
 OH0236.The dynamic height is computed by dividing the NAVD 88
 OH0236.geopotential number by the normal gravity value computed on the
 OH0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0236.degrees latitude (g = 980.6199 gals.).
 OH0236
 OH0236.The modeled gravity was interpolated from observed gravity values.
 OH0236
 OH0236;                    North         East    Units  Estimated Accuracy
 OH0236;SPC ID W     -   202,940.      769,510.      MT  (+/- 180 meters Scaled)
 OH0236
 OH0236                          SUPERSEDED SURVEY CONTROL
 OH0236
 OH0236  NGVD 29 (??/??/92)  989.478  (m)         3246.31   (f) ADJ UNCH    2 0
 OH0236
 OH0236.Superseded values are not recommended for survey control.
 OH0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0236.See file dsdata.txt to determine how the superseded data were derived.
 OH0236
 OH0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ705159(NAD 83)
 OH0236_MARKER: DR = REFERENCE MARK DISK
 OH0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0236_STAMPING: IDA 80-61 A NO 1 1958
 OH0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0236+STABILITY: SURFACE MOTION
 OH0236
 OH0236  HISTORY     - Date     Condition        Report By
 OH0236  HISTORY     - 1958     MONUMENTED       CGS
 OH0236  HISTORY     - 1959     GOOD             NGS
 OH0236  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0236
 OH0236                          STATION DESCRIPTION
 OH0236
 OH0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0236'9.05 MI SE FROM BOISE.
 OH0236'9.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0236'RAILROAD DEPOT AT BOISE, 58.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 OH0236'HIGHWAY, 30.0 FEET EAST OF THE STATION MARK, 1.6 FEET SOUTHWEST OF A
 OH0236'FENCE LINE, SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 OH0236
 OH0236                          STATION RECOVERY (1983)
 OH0236
 OH0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0237 ***********************************************************************
 OH0237  DESIGNATION -  IDA 80 61 A RM 2
 OH0237  PID         -  OH0237
 OH0237  STATE/COUNTY-  ID/ADA
 OH0237  USGS QUAD   -  OWYHEE (1992)
 OH0237
 OH0237                         *CURRENT SURVEY CONTROL
 OH0237  ___________________________________________________________________
 OH0237* NAD 83(1986)-  43 29 35.     (N)    116 07 38.     (W)     SCALED    
 OH0237* NAVD 88     -       990.343  (meters)    3249.15   (feet)  ADJUSTED  
 OH0237  ___________________________________________________________________
 OH0237  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 OH0237  DYNAMIC HT  -         989.930 (meters)    3247.80  (feet)  COMP
 OH0237  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 OH0237
 OH0237  VERT ORDER  -  SECOND    CLASS 0
 OH0237
 OH0237.The horizontal coordinates were scaled from a topographic map and have
 OH0237.an estimated accuracy of +/- 6 seconds.
 OH0237
 OH0237.The orthometric height was determined by differential leveling
 OH0237.and adjusted by the National Geodetic Survey in June 1991..
 OH0237
 OH0237.The geoid height was determined by GEOID03.
 OH0237
 OH0237.The dynamic height is computed by dividing the NAVD 88
 OH0237.geopotential number by the normal gravity value computed on the
 OH0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0237.degrees latitude (g = 980.6199 gals.).
 OH0237
 OH0237.The modeled gravity was interpolated from observed gravity values.
 OH0237
 OH0237;                    North         East    Units  Estimated Accuracy
 OH0237;SPC ID W     -   202,940.      769,490.      MT  (+/- 180 meters Scaled)
 OH0237
 OH0237                          SUPERSEDED SURVEY CONTROL
 OH0237
 OH0237  NGVD 29 (??/??/92)  989.355  (m)         3245.91   (f) ADJ UNCH    2 0
 OH0237
 OH0237.Superseded values are not recommended for survey control.
 OH0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0237.See file dsdata.txt to determine how the superseded data were derived.
 OH0237
 OH0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ705159(NAD 83)
 OH0237_MARKER: DR = REFERENCE MARK DISK
 OH0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0237_STAMPING: IDA 80-61 A NO 2 1958
 OH0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0237+STABILITY: SURFACE MOTION
 OH0237
 OH0237  HISTORY     - Date     Condition        Report By
 OH0237  HISTORY     - 1958     MONUMENTED       CGS
 OH0237  HISTORY     - 1959     GOOD             NGS
 OH0237  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0237
 OH0237                          STATION DESCRIPTION
 OH0237
 OH0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0237'9.05 MI SE FROM BOISE.
 OH0237'9.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0237'RAILROAD DEPOT AT BOISE, 58.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 OH0237'HIGHWAY, 36.0 FEET NORTH OF THE STATION MARK, 2.8 FEET SOUTHWEST OF A
 OH0237'FENCE LINE, SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 OH0237
 OH0237                          STATION RECOVERY (1983)
 OH0237
 OH0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0234 ***********************************************************************
 OH0234  DESIGNATION -  IDA 80 62
 OH0234  PID         -  OH0234
 OH0234  STATE/COUNTY-  ID/ADA
 OH0234  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0234
 OH0234                         *CURRENT SURVEY CONTROL
 OH0234  ___________________________________________________________________
 OH0234* NAD 83(1992)-  43 28 57.22703(N)    116 06 51.68880(W)     ADJUSTED  
 OH0234* NAVD 88     -      1020.438  (meters)    3347.89   (feet)  ADJUSTED  
 OH0234  ___________________________________________________________________
 OH0234  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 OH0234  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 OH0234  DYNAMIC HT  -        1020.007 (meters)    3346.47  (feet)  COMP
 OH0234  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 OH0234
 OH0234  HORZ ORDER  -  FIRST
 OH0234  VERT ORDER  -  SECOND    CLASS 0
 OH0234
 OH0234.The horizontal coordinates were established by classical geodetic methods
 OH0234.and adjusted by the National Geodetic Survey in July 1992..
 OH0234
 OH0234.The orthometric height was determined by differential leveling
 OH0234.and adjusted by the National Geodetic Survey in June 1991..
 OH0234
 OH0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0234
 OH0234.The geoid height was determined by GEOID03.
 OH0234
 OH0234.The dynamic height is computed by dividing the NAVD 88
 OH0234.geopotential number by the normal gravity value computed on the
 OH0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0234.degrees latitude (g = 980.6199 gals.).
 OH0234
 OH0234.The modeled gravity was interpolated from observed gravity values.
 OH0234
 OH0234;                    North         East     Units Scale Factor Converg.
 OH0234;SPC ID W     -   201,768.918   770,525.410   MT  0.99994402   -0 15 02.6
 OH0234;UTM  11      - 4,814,785.789   571,619.890   MT  0.99966309   +0 36 34.1
 OH0234
 OH0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0234!SPC ID W     -   0.99984260  x   0.99994402  =   0.99978663
 OH0234!UTM  11      -   0.99984260  x   0.99966309  =   0.99950575
 OH0234
 OH0234:                Primary Azimuth Mark                     Grid Az
 OH0234:SPC ID W     -  IDA 80 63                                137 32 10.1
 OH0234:UTM  11      -  IDA 80 63                                136 40 33.4
 OH0234
 OH0234|---------------------------------------------------------------------|
 OH0234| PID    Reference Object                     Distance      Geod. Az  |
 OH0234|                                                           dddmmss.s |
 OH0234| OH0230 IDA 80 63                           APPROX. 1.9 KM 1371707.5 |
 OH0234| OH0232 IDA 80 62 RM 1                        7.124 METERS 16211     |
 OH0234| OH0233 IDA 80 62 RM 2                        9.333 METERS 22409     |
 OH0234|---------------------------------------------------------------------|
 OH0234
 OH0234                          SUPERSEDED SURVEY CONTROL
 OH0234
 OH0234  NAD 83(1986)-  43 28 57.22744(N)    116 06 51.68521(W) AD(       ) 1
 OH0234  NAD 27      -  43 28 57.61935(N)    116 06 48.28823(W) AD(       ) 1
 OH0234  NGVD 29 (??/??/92) 1019.447  (m)         3344.64   (f) ADJ UNCH    2 0
 OH0234
 OH0234.Superseded values are not recommended for survey control.
 OH0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0234.See file dsdata.txt to determine how the superseded data were derived.
 OH0234
 OH0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7162014786(NAD 83)
 OH0234_MARKER: DE = TRAVERSE STATION DISK
 OH0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0234_STAMPING: IDA 80-62 1958
 OH0234_MAGNETIC: I = MARKER IS A STEEL ROD
 OH0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0234+STABILITY: SURFACE MOTION
 OH0234
 OH0234  HISTORY     - Date     Condition        Report By
 OH0234  HISTORY     - 1958     MONUMENTED       CGS
 OH0234  HISTORY     - 1959     GOOD             NGS
 OH0234  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OH0234  HISTORY     - 1965     GOOD             NGS
 OH0234  HISTORY     - 1976     GOOD             NGS
 OH0234  HISTORY     - 1977     GOOD             LOCENG
 OH0234  HISTORY     - 1978     GOOD             NGS
 OH0234  HISTORY     - 1983     GOOD             NGS
 OH0234
 OH0234                          STATION DESCRIPTION
 OH0234
 OH0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OH0234'THE STATION IS 9-3/4 MILES SOUTHEAST OF BOISE, ON A GRASSY
 OH0234'FLAT AREA ABOUT 0.1 MILE SOUTHWEST OF U.S. HIGHWAY 30 AND
 OH0234'3 FEET SOUTH FROM A ROCK PILE.  THE STATION IS A STANDARD
 OH0234'TRAVERSE DISK STAMPED IDA 80-62 1958, SET IN A SQUARE TOPPED
 OH0234'CONCRETE POST FLUSH WITH THE GROUND.
 OH0234'
 OH0234'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 OH0234'30 AND GOWEN ROAD, 6.5 MILES SOUTHEAST OF THE POST OFFICE IN
 OH0234'BOISE, GO SOUTH-SOUTHEAST ON THE HIGHWAY FOR 4.55 MILES TO
 OH0234'JUST BEFORE REACHING MILE POST SIGN 70 AND THE STATION ABOUT
 OH0234'0.1 MILE SOUTHWEST OF THE HIGHWAY.
 OH0234'
 OH0234'REFERENCE MARK NO. 1 IS 27 FEET SOUTH FROM THE ROCK PILE.
 OH0234'
 OH0234'REFERENCE MARK NO. 2 IS 32 FEET SOUTHWEST FROM THE ROCK PILE.
 OH0234'THE MARKS ARE SET IN SQUARE TOPPED CONCRETE POSTS FLUSH WITH
 OH0234'THE GROUND, AND STAMPED IDA 80-62 1958, AND NO 1 AND NO 2
 OH0234'RESPECTIVELY.
 OH0234
 OH0234                          STATION RECOVERY (1959)
 OH0234
 OH0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OH0234'9.95 MI SE FROM BOISE.
 OH0234'9.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0234'RAILROAD DEPOT AT BOISE, 0.25 MILE SOUTHWEST OF THE CENTERLINE OF THE
 OH0234'HIGHWAY, 30.8 FEET EAST OF R.M. 2, 23.2 FEET NORTHWEST OF R.M. 1, 3.1
 OH0234'FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE
 OH0234'POST FLUSH WITH THE GROUND, AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 OH0234
 OH0234                          STATION RECOVERY (1965)
 OH0234
 OH0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 OH0234'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND
 OH0234'TO BE IN GOOD CONDITION.
 OH0234
 OH0234                          STATION RECOVERY (1965)
 OH0234
 OH0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OH0234'RECOVERED IN GOOD CONDITION.
 OH0234
 OH0234                          STATION RECOVERY (1976)
 OH0234
 OH0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 OH0234'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OH0234'CONDITION.  LANDMARKS HAVE CHANGED, AND THE ORIGINAL DESCRIPTION IS
 OH0234'OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH0234'
 OH0234'THE STATION IS ON A CUT-BANK ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE
 OH0234'80N.
 OH0234'
 OH0234'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80N, AND VISTA
 OH0234'AVENUE, WHICH IS 3-3/4 MILES SOUTH OF THE CAPITOL, GO SOUTHEAST ON
 OH0234'INTERSTATE 80N FOR 8.5 MILES TO THE STATION ON THE RIGHT.
 OH0234'
 OH0234'THE STATION MARK, STAMPED IDA 80-62 1958, IS A STANDARD TRAVERSE
 OH0234'STATION DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0234'1-INCH, 0.5 MILE NORTHWEST OF A ROADSIDE REST AREA, 0.25 MILE
 OH0234'NORTHWEST OF THE MILEPOST NO. 62, 67 FEET SOUTHWEST, AND 15 FEET
 OH0234'HIGHER THAN THE EAST-BOUND LANES OF INTERSTATE 80N, 24 FEET
 OH0234'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, AND 4 FEET NORTH OF A
 OH0234'METAL WITNESS POST.
 OH0234'
 OH0234'REFERENCE MARK NO. 1, STAMPED IDA 80-62 NO 1 1958, IS A STANDARD DISK
 OH0234'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES, 18
 OH0234'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT LOWER THAN
 OH0234'THE STATION.
 OH0234'
 OH0234'REFERENCE MARK NO. 2, STAMPED IDA 80-62 NO 2 1958, IS A STANDARD DISK
 OH0234'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES, 20
 OH0234'FEET SOUTHWEST OF THE WITNESS POST, AND UNDER THE RIGHT-OF-WAY FENCE
 OH0234'LINE.
 OH0234'
 OH0234'TRIANGULATION STATION IDA 80-63 1958 MAY BE USED FOR THE AZIMUTH
 OH0234'MARK.  SEE RECOVERY NOTE THEREOF.
 OH0234'
 OH0234'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SOUTHEAST
 OH0234'OF BOISE.
 OH0234
 OH0234                          STATION RECOVERY (1977)
 OH0234
 OH0234'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JJP)
 OH0234'IDA 80-62 1958 RECOVERED EXCELLENT AT TOP OF CUT SLOPE, ABOUT 40 FEET
 OH0234'SW OF CENTERLINE OF EAST-BOUND LANES.
 OH0234'
 OH0234'IDA 80-62 NO 1 1958 RECOVERED EXCELLENT.
 OH0234'
 OH0234'IDA 80-62 NO 2 1958 RECOVERED EXCELLENT UNDER RIGHT-OF-WAY FENCE.
 OH0234'
 OH0234'TO REACH FROM CENTER OF GOWEN ROAD INTERCHANGE ON I80N (EXIT 57),
 OH0234'6.4 MILES SE OF CAPITOL BUILDING IN BOISE, GO SOUTHEAST ON I80N FOR
 OH0234'4.9 MILES TO STATION ON RIGHT, 0.5 MILE BEFORE REACHING REST STOP.
 OH0234'
 OH0234'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10-1/2 MILES
 OH0234'(AIRLINE) SE OF CAPITOL BUILDING IN BOISE.
 OH0234
 OH0234                          STATION RECOVERY (1978)
 OH0234
 OH0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH0234'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OH0234'CONDITION. THE DIRECTION TO THE REFERENCE MARKS CHECKED THE 1976
 OH0234'DATA, THE DISTANCE TO REFERENCE MARK 1 ALSO CHECKED THE 1976 DATA
 OH0234'BUT THE DISTANCE TO REFERENCE MARK 2 WAS 0.012 METERS LONGER,
 OH0234'HOWEVER THE DIRECTION BETWEEN THE REFERENCE MARK DID COMPARE
 OH0234'FAVORABLY WITH THE 1958 DAT A
 OH0234'STATE CAPITOL BUILDING IN DOWNTOWN BOISE AND ON THE INTERSTATE
 OH0234'HIGHWAY 80N RIGHT-OF-WAY.
 OH0234'
 OH0234'TO REACH THE STATION FROM THE GOWEN ROAD EXIT ON INTERSTATE
 OH0234'HIGHWAY 80N, GO SOUTHEAST ON THE INTERSTATE HIGHWAY 80N FOR
 OH0234'5.0 MILE TO THE STATION ON THE RIGHT ON A CUT BANK, CONTINUE
 OH0234'AHEAD FOR 0.1 MILE, THEN TURN SHARP RIGHT AND GO BACK
 OH0234'NORTHWEST FOR 0.1 MILE TO THE STATION.
 OH0234'
 OH0234'THE STATION IS A STANDARD  CGS DISK
 OH0234'STAMPED---IDA 80 62 1958---,
 OH0234'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM
 OH0234'ON A SIDE AND SET
 OH0234'FLUSH WITH GROUND.  IT IS LOCATED
 OH0234'4.0 FEET NORTH FROM A METAL WITNESS POST.
 OH0234'8.0 FEET SOUTH FROM THE EDGE OF THE CUT BANK.
 OH0234'30.5 FEET NORTH FROM THE WIRE FENCE.
 OH0234'
 OH0234'REFERENCE MARK NUMBER 01 IS A STANDARD  CGS DISK
 OH0234'STAMPED---IDA 80 62 NO 1 1958---,
 OH0234'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 OH0234'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0234'18.0 FEET NORTH FROM THE WIRE FENCE.
 OH0234'20.6 FEET SOUTH-SOUTHWEST FROM THE METAL WITNESS POST.
 OH0234'21.6 FEET SOUTH FROM THE EDGE OF THE CUT BANK.
 OH0234'MARK IS LEVEL WITH STATION.
 OH0234'
 OH0234'REFERENCE MARK NUMBER 02 IS A STANDARD  CGS DISK
 OH0234'STAMPED---IDA 80 62 NO 2 1958---,
 OH0234'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0234'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0234'27 FEET WEST FROM THE METAL WITNESS POST.
 OH0234'42 FEET WEST FROM THE EDGE OF THE CUT BANK.
 OH0234'MARK IS LEVEL WITH STATION.
 OH0234'
 OH0234'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 OH0234
 OH0234                          STATION RECOVERY (1983)
 OH0234
 OH0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0232 ***********************************************************************
 OH0232  DESIGNATION -  IDA 80 62 RM 1
 OH0232  PID         -  OH0232
 OH0232  STATE/COUNTY-  ID/ADA
 OH0232  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0232
 OH0232                         *CURRENT SURVEY CONTROL
 OH0232  ___________________________________________________________________
 OH0232* NAD 83(1986)-  43 28 57.     (N)    116 06 41.     (W)     SCALED    
 OH0232* NAVD 88     -      1020.383  (meters)    3347.71   (feet)  ADJUSTED  
 OH0232  ___________________________________________________________________
 OH0232  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 OH0232  DYNAMIC HT  -        1019.951 (meters)    3346.29  (feet)  COMP
 OH0232  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 OH0232
 OH0232  VERT ORDER  -  SECOND    CLASS 0
 OH0232
 OH0232.The horizontal coordinates were scaled from a topographic map and have
 OH0232.an estimated accuracy of +/- 6 seconds.
 OH0232
 OH0232.The orthometric height was determined by differential leveling
 OH0232.and adjusted by the National Geodetic Survey in June 1991..
 OH0232
 OH0232.The geoid height was determined by GEOID03.
 OH0232
 OH0232.The dynamic height is computed by dividing the NAVD 88
 OH0232.geopotential number by the normal gravity value computed on the
 OH0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0232.degrees latitude (g = 980.6199 gals.).
 OH0232
 OH0232.The modeled gravity was interpolated from observed gravity values.
 OH0232
 OH0232;                    North         East    Units  Estimated Accuracy
 OH0232;SPC ID W     -   201,760.      770,770.      MT  (+/- 180 meters Scaled)
 OH0232
 OH0232                          SUPERSEDED SURVEY CONTROL
 OH0232
 OH0232  NGVD 29 (??/??/92) 1019.390  (m)         3344.45   (f) ADJ UNCH    2 0
 OH0232
 OH0232.Superseded values are not recommended for survey control.
 OH0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0232.See file dsdata.txt to determine how the superseded data were derived.
 OH0232
 OH0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ718147(NAD 83)
 OH0232_MARKER: DR = REFERENCE MARK DISK
 OH0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0232_STAMPING: IDA 80-62 NO 1 1958
 OH0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0232+STABILITY: SURFACE MOTION
 OH0232
 OH0232  HISTORY     - Date     Condition        Report By
 OH0232  HISTORY     - 1958     MONUMENTED       CGS
 OH0232  HISTORY     - 1959     GOOD             NGS
 OH0232  HISTORY     - 1965     GOOD             NGS
 OH0232  HISTORY     - 1983     GOOD             NGS
 OH0232
 OH0232                          STATION DESCRIPTION
 OH0232
 OH0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0232'9.95 MI SE FROM BOISE.
 OH0232'9.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0232'RAILROAD DEPOT AT BOISE, 23.2 FEET SOUTHEAST OF THE STATION MARK, SET
 OH0232'IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, AND ABOUT 15.0 FEET
 OH0232'HIGHER THAN THE HIGHWAY.
 OH0232
 OH0232                          STATION RECOVERY (1965)
 OH0232
 OH0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OH0232'RECOVERED IN GOOD CONDITION.
 OH0232
 OH0232                          STATION RECOVERY (1983)
 OH0232
 OH0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0233 ***********************************************************************
 OH0233  DESIGNATION -  IDA 80 62 RM 2
 OH0233  PID         -  OH0233
 OH0233  STATE/COUNTY-  ID/ADA
 OH0233  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0233
 OH0233                         *CURRENT SURVEY CONTROL
 OH0233  ___________________________________________________________________
 OH0233* NAD 83(1986)-  43 28 57.     (N)    116 06 43.     (W)     SCALED    
 OH0233* NAVD 88     -      1020.672  (meters)    3348.65   (feet)  ADJUSTED  
 OH0233  ___________________________________________________________________
 OH0233  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 OH0233  DYNAMIC HT  -        1020.240 (meters)    3347.24  (feet)  COMP
 OH0233  MODELED GRAV-     980,161.4   (mgal)                       NAVD 88
 OH0233
 OH0233  VERT ORDER  -  SECOND    CLASS 0
 OH0233
 OH0233.The horizontal coordinates were scaled from a topographic map and have
 OH0233.an estimated accuracy of +/- 6 seconds.
 OH0233
 OH0233.The orthometric height was determined by differential leveling
 OH0233.and adjusted by the National Geodetic Survey in June 1991..
 OH0233
 OH0233.The geoid height was determined by GEOID03.
 OH0233
 OH0233.The dynamic height is computed by dividing the NAVD 88
 OH0233.geopotential number by the normal gravity value computed on the
 OH0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0233.degrees latitude (g = 980.6199 gals.).
 OH0233
 OH0233.The modeled gravity was interpolated from observed gravity values.
 OH0233
 OH0233;                    North         East    Units  Estimated Accuracy
 OH0233;SPC ID W     -   201,760.      770,720.      MT  (+/- 180 meters Scaled)
 OH0233
 OH0233                          SUPERSEDED SURVEY CONTROL
 OH0233
 OH0233  NGVD 29 (??/??/92) 1019.680  (m)         3345.40   (f) ADJ UNCH    2 0
 OH0233
 OH0233.Superseded values are not recommended for survey control.
 OH0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0233.See file dsdata.txt to determine how the superseded data were derived.
 OH0233
 OH0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ718147(NAD 83)
 OH0233_MARKER: DR = REFERENCE MARK DISK
 OH0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0233_STAMPING: IDA 80-62 NO 2 1958
 OH0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0233+STABILITY: SURFACE MOTION
 OH0233
 OH0233  HISTORY     - Date     Condition        Report By
 OH0233  HISTORY     - 1958     MONUMENTED       CGS
 OH0233  HISTORY     - 1959     GOOD             NGS
 OH0233  HISTORY     - 1965     GOOD             NGS
 OH0233  HISTORY     - 1983     GOOD             NGS
 OH0233
 OH0233                          STATION DESCRIPTION
 OH0233
 OH0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0233'9.95 MI SE FROM BOISE.
 OH0233'9.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0233'RAILROAD DEPOT AT BOISE, 30.8 FEET SOUTHWEST OF THE STATION MARK, SET
 OH0233'IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND, AND ABOUT 15.0 FEET
 OH0233'HIGHER THAN THE HIGHWAY.
 OH0233
 OH0233                          STATION RECOVERY (1965)
 OH0233
 OH0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OH0233'RECOVERED IN GOOD CONDITION.
 OH0233
 OH0233                          STATION RECOVERY (1983)
 OH0233
 OH0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0230 ***********************************************************************
 OH0230  DESIGNATION -  IDA 80 63
 OH0230  PID         -  OH0230
 OH0230  STATE/COUNTY-  ID/ADA
 OH0230  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0230
 OH0230                         *CURRENT SURVEY CONTROL
 OH0230  ___________________________________________________________________
 OH0230* NAD 83(1992)-  43 28 12.49319(N)    116 05 54.98663(W)     ADJUSTED  
 OH0230* NAVD 88     -      1037.105  (meters)    3402.57   (feet)  ADJUSTED  
 OH0230  ___________________________________________________________________
 OH0230  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 OH0230  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 OH0230  DYNAMIC HT  -        1036.660 (meters)    3401.11  (feet)  COMP
 OH0230  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 OH0230
 OH0230  HORZ ORDER  -  FIRST
 OH0230  VERT ORDER  -  FIRST     CLASS II
 OH0230
 OH0230.The horizontal coordinates were established by classical geodetic methods
 OH0230.and adjusted by the National Geodetic Survey in July 1992..
 OH0230
 OH0230.The orthometric height was determined by differential leveling
 OH0230.and adjusted by the National Geodetic Survey in June 1991..
 OH0230
 OH0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0230
 OH0230.The geoid height was determined by GEOID03.
 OH0230
 OH0230.The dynamic height is computed by dividing the NAVD 88
 OH0230.geopotential number by the normal gravity value computed on the
 OH0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0230.degrees latitude (g = 980.6199 gals.).
 OH0230
 OH0230.The modeled gravity was interpolated from observed gravity values.
 OH0230
 OH0230;                    North         East     Units Scale Factor Converg.
 OH0230;SPC ID W     -   200,382.992   771,793.771   MT  0.99994312   -0 14 23.4
 OH0230;UTM  11      - 4,813,419.440   572,908.551   MT  0.99966538   +0 37 12.6
 OH0230
 OH0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0230!SPC ID W     -   0.99983998  x   0.99994312  =   0.99978311
 OH0230!UTM  11      -   0.99983998  x   0.99966538  =   0.99950542
 OH0230
 OH0230:                Primary Azimuth Mark                     Grid Az
 OH0230:SPC ID W     -  MONUMENT                                 063 09 22.8
 OH0230:UTM  11      -  MONUMENT                                 062 17 46.8
 OH0230
 OH0230|---------------------------------------------------------------------|
 OH0230| PID    Reference Object                     Distance      Geod. Az  |
 OH0230|                                                           dddmmss.s |
 OH0230| OH1305 MONUMENT                            APPROX. 5.3 KM 0625459.4 |
 OH0230| OH0228 IDA 80 63 RM 1                        6.320 METERS 12842     |
 OH0230| OH0229 IDA 80 63 RM 2                        6.265 METERS 22114     |
 OH0230|---------------------------------------------------------------------|
 OH0230
 OH0230                          SUPERSEDED SURVEY CONTROL
 OH0230
 OH0230  NAD 83(1986)-  43 28 12.49361(N)    116 05 54.98292(W) AD(       ) 1
 OH0230  NAD 27      -  43 28 12.88504(N)    116 05 51.59010(W) AD(       ) 1
 OH0230  NAVD 88 (09/22/93) 1037.11   (m)         3402.6    (f) LEVELING    3  
 OH0230  NGVD 29 (??/??/92) 1036.108  (m)         3399.30   (f) ADJ UNCH    1 2
 OH0230
 OH0230.Superseded values are not recommended for survey control.
 OH0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0230.See file dsdata.txt to determine how the superseded data were derived.
 OH0230
 OH0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7290913419(NAD 83)
 OH0230_MARKER: DE = TRAVERSE STATION DISK
 OH0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0230_SP_SET: CONCRETE POST
 OH0230_STAMPING: IDA 80-63 1958
 OH0230_MARK LOGO: CGS   
 OH0230_PROJECTION: FLUSH
 OH0230_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0230+STABILITY: SURFACE MOTION
 OH0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0230+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 OH0230
 OH0230  HISTORY     - Date     Condition        Report By
 OH0230  HISTORY     - 1958     MONUMENTED       CGS
 OH0230  HISTORY     - 1959     GOOD             NGS
 OH0230  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OH0230  HISTORY     - 1965     GOOD             NGS
 OH0230  HISTORY     - 1976     GOOD             NGS
 OH0230  HISTORY     - 1976     GOOD             NGS
 OH0230  HISTORY     - 1977     GOOD             LOCENG
 OH0230  HISTORY     - 1979     GOOD             NGS
 OH0230  HISTORY     - 1983     GOOD             NGS
 OH0230  HISTORY     - 19910626 GOOD             NGS
 OH0230  HISTORY     - 20040324 GOOD             BOR
 OH0230  HISTORY     - 20051025 GOOD             JCLS
 OH0230
 OH0230                          STATION DESCRIPTION
 OH0230
 OH0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OH0230'THE STATION IS LOCATEDABOUT 11-1/2 MILES SOUTH-SOUTHEAST OF
 OH0230'BOISE ON THE TOP OF A FLAT RIDGE ALONG THE SOUTHWEST SIDE
 OH0230'OF U.S. HIGHWAY NOS. 20, 26 AND 30 AND IS ON ROAD RIGHT-OF-WAY.
 OH0230'IT IS 99 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 OH0230'5 FEET EAST OF A STEEL WITNESS POST.  THE MONUMENT PROJECTS
 OH0230'2 INCHES AND THE DISK IS STAMPED IDA 80-63 1958.
 OH0230'
 OH0230'TO REACH THE STATION FROM THE SOUTH END OF THE CONCRETE BRIDGE
 OH0230'OVER BOISE RIVER IN THE SOUTH SECTION OF BOISE, GO SOUTH AND
 OH0230'SOUTHEAST ON U.S. HIGHWAY NOS. 20, 26 AND 30 FOR 11.5 MILES
 OH0230'TO THE STATION ON THE RIGHT.
 OH0230'
 OH0230'REFERENCE MARK 1 IS STAMPED IDA 80-63 NO. 1 1958 AND THE MONUMENT
 OH0230'PROJECTS 2 INCHES.
 OH0230'
 OH0230'REFERENCE MARK 2 IS STAMPED IDA 80-63 NO. 2 1958 AND THE
 OH0230'MONUMENT PROJECTS 2 INCHES.
 OH0230
 OH0230                          STATION RECOVERY (1959)
 OH0230
 OH0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OH0230'11.5 MI SE FROM BOISE.
 OH0230'11.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0230'RAILROAD DEPOT AT BOISE, 99.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OH0230'HIGHWAY, 20.74 FEET NORTHWEST OF R.M. 1, 20.56 FEET NORTH OF R.M. 2,
 OH0230'5.0 FEET EAST OF A METAL WITNESS POST, SET IN A SQUARE CONCRETE POST
 OH0230'PROJECTING 2 INCHES.
 OH0230
 OH0230                          STATION RECOVERY (1965)
 OH0230
 OH0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 OH0230'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND
 OH0230'TO BE IN GOOD CONDITION.
 OH0230
 OH0230                          STATION RECOVERY (1965)
 OH0230
 OH0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OH0230'RECOVERED IN GOOD CONDITION.
 OH0230
 OH0230                          STATION RECOVERY (1976)
 OH0230
 OH0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 OH0230'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OH0230'CONDITION.  LANDMARKS HAVE CHANGED, AND THE ORIGINAL DESCRIPTION IS
 OH0230'OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH0230'
 OH0230'THE STATION IS IN THE MEDIAN OF INTERSTATE 80N.
 OH0230'
 OH0230'REACHED FROM THE JUNCTION OF INTERSTATE 80N, AND VISTA AVENUE, WHICH
 OH0230'IS 3-3/4 MILES SOUTH OF THE CAPITOL, GO SOUTHEAST ON INTERSTATE 80N
 OH0230'FOR 9.0 MILES TO A ROADSIDE REST AREA, CONTINUE SOUTHEAST ON
 OH0230'INTERSTATE 80N FOR 0.7 MILE TO THE STATION ON THE LEFT.
 OH0230'
 OH0230'THE STATION MARK, STAMPED IDA 80-63 1958, IS A STANDARD DISK IN A
 OH0230'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES, 400 FEET
 OH0230'NORTH OF MILEPOST NO. 63, 200 FEET NORTHEAST OF THE EASTBOUND
 OH0230'TRAFFIC LANES, 98 FEET SOUTHWEST OF THE WESTBOUND TRAFFIC LANES, AND
 OH0230'5 FEET EAST OF A METAL WITNESS POST.
 OH0230'
 OH0230'REFERENCE MARK NO. 1, STAMPED IDA 80-63 NO 1 1958, IS A STANDARD DISK
 OH0230'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES, 96
 OH0230'FEET SOUTHWEST OF THE WESTBOUND TRAFFIC LANES, AND 24 FEET NORTHEAST
 OH0230'OF THE WITNESS POST.
 OH0230'
 OH0230'REFERENCE MARK NO. 2, STAMPED IDA 80-63 NO 2 1958, IS A STANDARD DISK
 OH0230'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES, 17
 OH0230'FEET SOUTHWEST OF THE WITNESS POST, AND LEVEL WITH THE STATION.
 OH0230'
 OH0230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 OH0230'SOUTHEAST.
 OH0230
 OH0230                          STATION RECOVERY (1976)
 OH0230
 OH0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OH0230'REACHED FROM THE JUNCTION OF INTERSTATE 80N, AND VISTA AVENUE, WHICH
 OH0230'IS 3-3/4 MILES SOUTH OF THE CAPITOL, GO SOUTHEAST ON INTERSTATE 80N
 OH0230'FOR 9.0 MILES TO A ROADSIDE REST AREA, CONTINUE SOUTHEAST ON
 OH0230'INTERSTATE 80N FOR 0.7 MILE TO THE MARK ON THE LEFT, 400 FEET NORTH
 OH0230'OF MILEPOST NO. 63, 200 FEET NORTHEAST OF THE EASTBOUND TRAFFIC
 OH0230'LANES, 98 FEET SOUTHWEST OF THE WESTBOUND TRAFFIC LANES, 20.75 FEET
 OH0230'NORTHWEST OF REFERENCE MARK NO. 1, AND 5 FEET EAST OF A METAL WITNESS
 OH0230'POST SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0230'2-INCHES.
 OH0230
 OH0230                          STATION RECOVERY (1977)
 OH0230
 OH0230'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JJP)
 OH0230'IDA 80-63 1958 RECOVERED EXCELLENT.  ABOUT 90 FEET SOUTHWEST OF
 OH0230'CENTER LINE OF WEST-BOUND LANES.
 OH0230'
 OH0230'IDA 80-63 NO 1 1958 RECOVERED EXCELLENT.
 OH0230'
 OH0230'IDA 80-63 NO 2 1958 RECOVERED EXCELLENT.
 OH0230'
 OH0230'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  TO REACH FROM CENTER
 OH0230'OF GOWEN ROAD INTERCHANGE ON I80N (EXIT 57), 6.4 MILES SE OF STATE
 OH0230'CAPITOL BUILDING IN BOISE, GO SE ON I80N FOR 6.0 MILES TO STATION
 OH0230'ON LEFT, 0.7 MILES AFTER PASSING REST STOP AND 0.6 MILE BEFORE
 OH0230'REACHING BLACKS CREEK-KUNA ROAD INTERCHANGE (EXIT 64).
 OH0230'
 OH0230'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11-1/2 MILES
 OH0230'(AIRLINE) SE OF STATE CAPITOL BUILDING IN BOISE.
 OH0230
 OH0230                          STATION RECOVERY (1979)
 OH0230
 OH0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH0230'THE STATION REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OH0230'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 AGREED WITH THE
 OH0230'1958 AND 1976 DATA.  THE DISTANCE TO REFERENCE MARK 2 AGREED WITH
 OH0230'THE 1958 AND 1976 DATA.  DIRECTIONS WERE NOT TAKEN AT THIS
 OH0230'TIME.  THE 1958 DESCRIPTION STATE THERE IS AN UNDERGROUND
 OH0230'MARK.
 OH0230'
 OH0230'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 33,
 OH0230'T2N, R3E, 11 1/2 MILES SOUTHEAST OF BOISE, 30 MILES
 OH0230'NORTHWEST OF MOUNTAIN HOME, 0.7 MILE SOUTHEAST OF A ROADSIDE PARK.
 OH0230'IN THE MEDIAN STRIP AND ON HIGHWAY RIGHT OF WAY.
 OH0230'
 OH0230'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 80N
 OH0230'AND VISTA AVENUE WHICH IS 3 3/4 MILES SOUTHEAST OF BOISE.
 OH0230'GO SOUTHEAST ON INTERSTATE 80N FOR 9.0 MILES
 OH0230'TO A ROADSIDE PARK.  CONTINUE SOUTHEAST ON INTERSTATE 80N
 OH0230'FOR 0.7 MILES TO THE STATION ON THE LEFT IN THE MEDIAN STRIP.
 OH0230'
 OH0230'THE STATION IS A STANDARD CGS DISK
 OH0230'STAMPED---IDA 80 63 1958---,
 OH0230'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0230'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0230'200 FEET NORTHEAST FROM THE EAST BOUND TRAFFIC LANE.
 OH0230'98 FEET SOUTHWEST FROM THE WEST BOUND TRAFFIC LANE.
 OH0230'5 FEET EAST FROM THE METAL WITNESS POST.
 OH0230'
 OH0230'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH0230'STAMPED---IDA 80 63 NO 1 1958---,
 OH0230'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0230'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0230'96 FEET SOUTHWEST FROM THE WESTBOUND TRAFFIC LANE.
 OH0230'24 FEET NORTHEAST FROM THE METAL WITNESS POST.
 OH0230'MARK IS LEVEL WITH STATION.
 OH0230'
 OH0230'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OH0230'STAMPED---IDA 80 63 1958 NO 2---,
 OH0230'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OH0230'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0230'17 FEET SOUTHWEST FROM THE METAL WITNESS POST.
 OH0230'MARK IS LEVEL WITH STATION.
 OH0230'
 OH0230'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0000 METERS.
 OH0230
 OH0230                          STATION RECOVERY (1983)
 OH0230
 OH0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0230'THE MARK IS 1.5 M ABOVE THE WEST BOUND LANES.
 OH0230'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.0 KM
 OH0230'(8.1 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC RAILROAD
 OH0230'STATION AT BOISE, THENCE 5.0 KM (3.1 MI) SOUTHEAST ALONG INTERSTATE
 OH0230'84, IN TOP OF THE NORTHEAST EDGE OF A LOW GRASSY KNOLL AND IN THE
 OH0230'MEDIAN, 0.1 KM (0.05 MI) NORTHWEST OF MILEPOST 63, 0.9 KM (0.55 MI)
 OH0230'NORTHWEST OF BLACKS CREEK ROAD UNDERPASS, 31.0 METERS (102 FT)
 OH0230'SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES, 61.0 METERS (200
 OH0230'FT) NORTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES.
 OH0230'THE MARK IS 1.5 METERS  NE FROM A WITNESS POST.
 OH0230
 OH0230                          STATION RECOVERY (1991)
 OH0230
 OH0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OH0230'THE STATION REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 OH0230'DIRECTIONS AND MEASUREMENTS TO REFERENCE MARKS 1 AND 2 AGREED TO THE
 OH0230'1958 AND THE 1979 DATA.
 OH0230'STATION IS LOCATED ABOUT 15 KM (9.3 MI) SOUTHEAST OF BOISE, 1.2 KM
 OH0230'(0.7 MI) SOUTHEAST OF A REST AREA, 0.7 KM (0.4 MI) NORTHWEST OF EXIT
 OH0230'64 (BLACKS CREEK-KUNA ROAD), IN THE MEDIAN BETWEEN THE EAST AND WEST
 OH0230'BOUND LANES OF INTERSTATE 84. OWNERSHIP--INTERSTATE RIGHT-OF-WAY.
 OH0230'TO REACH FROM THE OVERPASS AT EXIT 57 (IDAHO CITY, GOWEN ROAD), WHICH
 OH0230'IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHEAST OF BOISE ON THE EAST BOUND
 OH0230'LANES OF INTERSTATE 84. GO SOUTHEAST FOR 8.19 KM (5.09 MI) ON
 OH0230'INTERSTATE 84 EASTBOUND TO MILE POST 62. CONTINUE AHEAD SOUTHEAST FOR
 OH0230'1.5 KM (0.9 MI) TO THE STATION ON LEFT IN MEDIAN. JUST PASSED A REST
 OH0230'AREA. THE STATION IS SET IN A 0.3 M (1.0 FT) X 0.3 M (1.0 FT) SQUARE
 OH0230'CONCRETE MONUMENT THAT PROJECTS 5-CM ABOVE GROUND.
 OH0230'THE STATION IS LOCATED 30.2 M (99.1 FT) SOUTHWEST FROM THE CENTERLINE
 OH0230'OF THE WEST-BOUND LANES OF INTERSTATE 84, 6.32 M (20.73 FT) WEST FROM
 OH0230'REFERENCE MARK 1 , 6.26 M (20.54 FT) NORTH FROM REFERENCE MARK 2 AND
 OH0230'1.4 M (4.6 FT) EAST OF A METAL WITNESS POST AND SIGN.
 OH0230'DESCRIBED BY D.L. SPRANGERS.
 OH0230
 OH0230                          STATION RECOVERY (2004)
 OH0230
 OH0230'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2004 (TAC)
 OH0230'RECOVERED IN GOOD CONDITION.
 OH0230
 OH0230                          STATION RECOVERY (2005)
 OH0230
 OH0230'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 OH0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0228 ***********************************************************************
 OH0228  DESIGNATION -  IDA 80 63 RM 1
 OH0228  PID         -  OH0228
 OH0228  STATE/COUNTY-  ID/ADA
 OH0228  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0228
 OH0228                         *CURRENT SURVEY CONTROL
 OH0228  ___________________________________________________________________
 OH0228* NAD 83(1992)-  43 28 12.36516(N)    116 05 54.76718(W)     ADJUSTED  
 OH0228* NAVD 88     -      1037.098  (meters)    3402.55   (feet)  ADJUSTED  
 OH0228  ___________________________________________________________________
 OH0228  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 OH0228  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 OH0228  DYNAMIC HT  -        1036.652 (meters)    3401.08  (feet)  COMP
 OH0228  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 OH0228
 OH0228  HORZ ORDER  -  THIRD
 OH0228  VERT ORDER  -  SECOND    CLASS 0
 OH0228
 OH0228.The horizontal coordinates were established by classical geodetic methods
 OH0228.and adjusted by the National Geodetic Survey in September 1993..
 OH0228.No horizontal observational check was made to the station.
 OH0228
 OH0228.The orthometric height was determined by differential leveling
 OH0228.and adjusted by the National Geodetic Survey in June 1991..
 OH0228
 OH0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0228
 OH0228.The geoid height was determined by GEOID03.
 OH0228
 OH0228.The dynamic height is computed by dividing the NAVD 88
 OH0228.geopotential number by the normal gravity value computed on the
 OH0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0228.degrees latitude (g = 980.6199 gals.).
 OH0228
 OH0228.The modeled gravity was interpolated from observed gravity values.
 OH0228
 OH0228;                    North         East     Units Scale Factor Converg.
 OH0228;SPC ID W     -   200,379.020   771,798.686   MT  0.99994311   -0 14 23.3
 OH0228;UTM  11      - 4,813,415.544   572,913.524   MT  0.99966539   +0 37 12.7
 OH0228
 OH0228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0228!SPC ID W     -   0.99983999  x   0.99994311  =   0.99978310
 OH0228!UTM  11      -   0.99983999  x   0.99966539  =   0.99950543
 OH0228
 OH0228                          SUPERSEDED SURVEY CONTROL
 OH0228
 OH0228  NAVD 88 (09/22/93) 1037.10   (m)         3402.6    (f) LEVELING    3  
 OH0228  NGVD 29 (??/??/92) 1036.099  (m)         3399.27   (f) ADJ UNCH    2 0
 OH0228
 OH0228.Superseded values are not recommended for survey control.
 OH0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0228.See file dsdata.txt to determine how the superseded data were derived.
 OH0228
 OH0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7291413416(NAD 83)
 OH0228_MARKER: DR = REFERENCE MARK DISK
 OH0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0228_SP_SET: CONCRETE POST
 OH0228_STAMPING: IDA 80-63 NO 1 1958
 OH0228_MARK LOGO: CGS   
 OH0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0228+STABILITY: SURFACE MOTION
 OH0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0228+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1991
 OH0228
 OH0228  HISTORY     - Date     Condition        Report By
 OH0228  HISTORY     - 1958     MONUMENTED       CGS
 OH0228  HISTORY     - 1959     GOOD             NGS
 OH0228  HISTORY     - 1965     GOOD             NGS
 OH0228  HISTORY     - 1983     GOOD             NGS
 OH0228  HISTORY     - 19910626 GOOD             NGS
 OH0228
 OH0228                          STATION DESCRIPTION
 OH0228
 OH0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0228'11.5 MI SE FROM BOISE.
 OH0228'11.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0228'RAILROAD DEPOT AT BOISE, 20.74 FEET SOUTHEAST OF THE STATION MARK, SET
 OH0228'IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 OH0228
 OH0228                          STATION RECOVERY (1965)
 OH0228
 OH0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OH0228'RECOVERED IN GOOD CONDITION.
 OH0228
 OH0228                          STATION RECOVERY (1983)
 OH0228
 OH0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0228'RECOVERED IN GOOD CONDITION.
 OH0228
 OH0228                          STATION RECOVERY (1991)
 OH0228
 OH0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OH0228'STATION IS LOCATED ABOUT 15 KM (9.3 MI) SOUTHEAST OF BOISE, 1.2 KM
 OH0228'(0.7 MI) SOUTHEAST OF A REST AREA, 0.7 KM (0.4 MI) NORTHWEST OF EXIT
 OH0228'64 (BLACKS CREEK-KUNA ROAD), IN THE MEDIAN BETWEEN THE EAST AND WEST
 OH0228'BOUND LANES OF INTERSTATE 84. OWNERSHIP--INTERSTATE RIGHT-OF-WAY.
 OH0228'TO REACH FROM THE OVERPASS AT EXIT 57 (IDAHO CITY, GOWEN ROAD), WHICH
 OH0228'IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHEAST OF BOISE ON THE EAST BOUND
 OH0228'LANES OF INTERSTATE 84. GO SOUTHEAST FOR 8.19 KM (5.09 MI) ON
 OH0228'INTERSTATE 84 EASTBOUND TO MILE POST 62. CONTINUE AHEAD SOUTHEAST FOR
 OH0228'1.5 KM (0.9 MI) TO THE STATION ON LEFT IN MEDIAN.
 OH0228'THE STATION IS SET IN A 0.3 M (1.0 FT) X 0.3 M (1.0 FT) SQUARE
 OH0228'CONCRETE MONUMENT THAT PROJECTS 5-CM ABOVE GROUND.
 OH0228'THE STATION IS LOCATED 28.3 M (92.8 FT) SOUTHWEST FROM THE WEST-BOUND
 OH0228'LANES OF INTERSTATE 84, 9.09 M (29.82 FT) EAST FROM REFERENCE MARK 2,
 OH0228'6.26 M (20.54 FT) EAST FROM TRIANGULATION MARK IDA 80 63 AND 7.4 M
 OH0228'(24.3 FT)  EAST OF A METAL WITNESS POST AND SIGN.
 OH0228'DESCRIBED BY D.L. SPRANGERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0229 ***********************************************************************
 OH0229  DESIGNATION -  IDA 80 63 RM 2
 OH0229  PID         -  OH0229
 OH0229  STATE/COUNTY-  ID/ADA
 OH0229  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0229
 OH0229                         *CURRENT SURVEY CONTROL
 OH0229  ___________________________________________________________________
 OH0229* NAD 83(1992)-  43 28 12.34054(N)    116 05 55.17038(W)     ADJUSTED  
 OH0229* NAVD 88     -      1037.096  (meters)    3402.54   (feet)  ADJUSTED  
 OH0229  ___________________________________________________________________
 OH0229  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 OH0229  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 OH0229  DYNAMIC HT  -        1036.650 (meters)    3401.08  (feet)  COMP
 OH0229  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 OH0229
 OH0229  HORZ ORDER  -  THIRD
 OH0229  VERT ORDER  -  SECOND    CLASS 0
 OH0229
 OH0229.The horizontal coordinates were established by classical geodetic methods
 OH0229.and adjusted by the National Geodetic Survey in September 1993..
 OH0229.No horizontal observational check was made to the station.
 OH0229
 OH0229.The orthometric height was determined by differential leveling
 OH0229.and adjusted by the National Geodetic Survey in June 1991..
 OH0229
 OH0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0229
 OH0229.The geoid height was determined by GEOID03.
 OH0229
 OH0229.The dynamic height is computed by dividing the NAVD 88
 OH0229.geopotential number by the normal gravity value computed on the
 OH0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0229.degrees latitude (g = 980.6199 gals.).
 OH0229
 OH0229.The modeled gravity was interpolated from observed gravity values.
 OH0229
 OH0229;                    North         East     Units Scale Factor Converg.
 OH0229;SPC ID W     -   200,378.299   771,789.621   MT  0.99994312   -0 14 23.5
 OH0229;UTM  11      - 4,813,414.686   572,904.473   MT  0.99966538   +0 37 12.5
 OH0229
 OH0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0229!SPC ID W     -   0.99983999  x   0.99994312  =   0.99978311
 OH0229!UTM  11      -   0.99983999  x   0.99966538  =   0.99950542
 OH0229
 OH0229                          SUPERSEDED SURVEY CONTROL
 OH0229
 OH0229  NAVD 88 (09/22/93) 1037.10   (m)         3402.6    (f) LEVELING    3  
 OH0229  NGVD 29 (??/??/92) 1036.097  (m)         3399.26   (f) ADJ UNCH    2 0
 OH0229
 OH0229.Superseded values are not recommended for survey control.
 OH0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0229.See file dsdata.txt to determine how the superseded data were derived.
 OH0229
 OH0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7290413415(NAD 83)
 OH0229_MARKER: DR = REFERENCE MARK DISK
 OH0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0229_SP_SET: CONCRETE POST
 OH0229_STAMPING: IDA 80-63 NO 2 1958
 OH0229_MARK LOGO: CGS   
 OH0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0229+STABILITY: SURFACE MOTION
 OH0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0229+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1991
 OH0229
 OH0229  HISTORY     - Date     Condition        Report By
 OH0229  HISTORY     - 1958     MONUMENTED       CGS
 OH0229  HISTORY     - 1959     GOOD             NGS
 OH0229  HISTORY     - 1965     GOOD             NGS
 OH0229  HISTORY     - 1983     GOOD             NGS
 OH0229  HISTORY     - 19910626 GOOD             NGS
 OH0229
 OH0229                          STATION DESCRIPTION
 OH0229
 OH0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0229'11.5 MI SE FROM BOISE.
 OH0229'11.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0229'RAILROAD DEPOT AT BOISE, 20.56 FEET SOUTH OF THE STATION MARK, SET IN
 OH0229'A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 OH0229
 OH0229                          STATION RECOVERY (1965)
 OH0229
 OH0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OH0229'RECOVERED IN GOOD CONDITION.
 OH0229
 OH0229                          STATION RECOVERY (1983)
 OH0229
 OH0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0229'RECOVERED IN GOOD CONDITION.
 OH0229
 OH0229                          STATION RECOVERY (1991)
 OH0229
 OH0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OH0229'STATION IS LOCATED ABOUT 15 KM (9.3 MI) SOUTHEAST OF BOISE, 1.2 KM
 OH0229'(0.7 MI) SOUTHEAST OF A REST AREA, 0.7 KM (0.4 MI) NORTHWEST OF EXIT
 OH0229'64 (BLACKS CREEK-KUNA ROAD), IN THE MEDIAN BETWEEN THE EAST AND WEST
 OH0229'BOUND LANES OF INTERSTATE 84. OWNERSHIP--INTERSTATE RIGHT-OF-WAY.
 OH0229'TO REACH FROM THE OVERPASS AT EXIT 57 (IDAHO CITY, GOWEN ROAD), WHICH
 OH0229'IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHEAST OF BOISE ON THE EAST BOUND
 OH0229'LANES OF INTERSTATE 84. GO SOUTHEAST FOR 8.19 KM (5.09 MI) ON
 OH0229'INTERSTATE 84 EASTBOUND TO MILE POST 62. CONTINUE AHEAD SOUTHEAST FOR
 OH0229'1.5 KM (0.9 MI) TO THE STATION ON LEFT IN MEDIAN.
 OH0229'THE STATION IS SET IN A 0.3 M (1.0 FT) X 0.3 M (1.0 FT) SQUARE
 OH0229'CONCRETE MONUMENT THAT PROJECTS 5-CM ABOVE GROUND.
 OH0229'THE STATION IS LOCATED 36.2 M (118.8 FT) SOUTHWEST FROM THE WEST-BOUND
 OH0229'LANES OF INTERSTATE 84, 9.09 M (29.82 FT) WEST FROM REFERENCE MARK 1,
 OH0229'6.26 M (20.54 FT) SOUTH FROM TRIANGULATION MARK IDA 80 63 AND 5.4 M
 OH0229'(17.7 FT)  EAST OF A METAL WITNESS POST AND SIGN.
 OH0229'DESCRIBED BY D.L. SPRANGERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1501 ***********************************************************************
 OH1501  DESIGNATION -  IDA 80 64 2
 OH1501  PID         -  OH1501
 OH1501  STATE/COUNTY-  ID/ADA
 OH1501  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH1501
 OH1501                         *CURRENT SURVEY CONTROL
 OH1501  ___________________________________________________________________
 OH1501* NAD 83(1992)-  43 25 48.28004(N)    116 03 40.10949(W)     ADJUSTED  
 OH1501* NAVD 88     -      1033.262  (meters)    3389.96   (feet)  ADJUSTED  
 OH1501  ___________________________________________________________________
 OH1501  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 OH1501  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 OH1501  DYNAMIC HT  -        1032.811 (meters)    3388.48  (feet)  COMP
 OH1501  MODELED GRAV-     980,148.3   (mgal)                       NAVD 88
 OH1501
 OH1501  HORZ ORDER  -  FIRST
 OH1501  VERT ORDER  -  FIRST     CLASS II
 OH1501
 OH1501.The horizontal coordinates were established by classical geodetic methods
 OH1501.and adjusted by the National Geodetic Survey in September 1993..
 OH1501
 OH1501.The orthometric height was determined by differential leveling
 OH1501.and adjusted by the National Geodetic Survey in January 1993..
 OH1501
 OH1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1501
 OH1501.The geoid height was determined by GEOID03.
 OH1501
 OH1501.The dynamic height is computed by dividing the NAVD 88
 OH1501.geopotential number by the normal gravity value computed on the
 OH1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1501.degrees latitude (g = 980.6199 gals.).
 OH1501
 OH1501.The modeled gravity was interpolated from observed gravity values.
 OH1501
 OH1501;                    North         East     Units Scale Factor Converg.
 OH1501;SPC ID W     -   195,920.639   774,808.559   MT  0.99994114   -0 12 50.0
 OH1501;UTM  11      - 4,809,004.033   575,989.108   MT  0.99967103   +0 38 43.7
 OH1501
 OH1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1501!SPC ID W     -   0.99984058  x   0.99994114  =   0.99978173
 OH1501!UTM  11      -   0.99984058  x   0.99967103  =   0.99951166
 OH1501
 OH1501:                Primary Azimuth Mark                     Grid Az
 OH1501:SPC ID W     -  P 84 RESET                               114 49 36.2
 OH1501:UTM  11      -  P 84 RESET                               113 58 02.5
 OH1501
 OH1501|---------------------------------------------------------------------|
 OH1501| PID    Reference Object                     Distance      Geod. Az  |
 OH1501|                                                           dddmmss.s |
 OH1501| OH1504 P 84 RESET                          APPROX. 1.1 KM 1143646.2 |
 OH1501| OH1502 IDA 80 64 2 RM 3                     25.005 METERS 12153     |
 OH1501| OH1503 IDA 80 64 2 RM 4                     24.465 METERS 21242     |
 OH1501|---------------------------------------------------------------------|
 OH1501
 OH1501                          SUPERSEDED SURVEY CONTROL
 OH1501
 OH1501  NAVD 88 (09/22/93) 1033.26   (m)         3390.0    (f) LEVELING    3  
 OH1501
 OH1501.Superseded values are not recommended for survey control.
 OH1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1501.See file dsdata.txt to determine how the superseded data were derived.
 OH1501
 OH1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7598909004(NAD 83)
 OH1501_MARKER: DH = HORIZONTAL CONTROL DISK
 OH1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1501_SP_SET: CONCRETE POST
 OH1501_STAMPING: IDA 80 64 2 1991
 OH1501_MARK LOGO: NGS   
 OH1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1501+STABILITY: SURFACE MOTION
 OH1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1501+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 OH1501
 OH1501  HISTORY     - Date     Condition        Report By
 OH1501  HISTORY     - 1991     MONUMENTED       NGS
 OH1501  HISTORY     - 19920727 GOOD             NGS
 OH1501
 OH1501                          STATION DESCRIPTION
 OH1501
 OH1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OH1501'STATION IS LOCATED ABOUT 20.5 KM (12.7 MI) SOUTHEAST OF BOISE, 7.5 KM
 OH1501'(4.7 MI) NORTHWEST OF THE MAYFIELD ORCHARD INTERSTATE 84 EXIT 71 AND
 OH1501'ON A SMALL RISE ABOUT 1500 FEET SOUTHWEST OF THE EAST BOUND
 OH1501'INTERSTATE 84 PORT OF ENTRY.  OWNERSHIP-- BUREAU OF LAND MANAGEMENT.
 OH1501'TO REACH FROM THE INTERSTATE 84 EXIT 57 (GOWEN ROAD) WHICH IS LOCATED
 OH1501'ABOUT 12.0 KM (7.5 MI) SOUTHEAST OF BOISE.  GO SOUTHEAST ON
 OH1501'INTERSTATE 84 FOR 22.0 KM (13.7 MI) TO EXIT 71 (MAYFIELD-ORACHARD)AND
 OH1501'THE STAGE STOP.  TURN RIGHT AT EXIT 71 AND GO SOUTHEAST ON A PAVED
 OH1501'ROAD FOR 0.44 KM (0.27 MI) TO A DIRT SIDE ROAD RIGHT.  TURN RIGHT AND
 OH1501'GO WESTERLY ON DIRT ROAD FOR 0.59 KM (0.37 MI) TO A FORK. TAKE RIGHT
 OH1501'FORK AND GO WEST AND NORTH ON DIRT ROAD FOR 0.46 KM (0.29 MI)  TO A T
 OH1501'JUNCTION AND INDIAN CREEK RESERVOIR.  TURN LEFT AND CONTINUE AHEAD ON
 OH1501'THE DIRT ROAD ON THE SOUTH SIDE OF THE RESERVOIR FOR 0.12 KM
 OH1501'(0.07 MI) TO A FORK.  TAKE LEFT FORK AND GO WESTERLY ON DIRT ROAD FOR
 OH1501'0.64 KM (0.40 MI) TO A GATE.  PASS THRU GATE AND CONTINUE AHEAD
 OH1501'NORTHWEST ON DIRT ROAD FOR 0.32 KM (0.20 MI) TO A 3-WAY FORK.  TAKE
 OH1501'THE MIDDLE FORK AND CONTINUE AHEAD NORTHWEST FOR 0.39 KM (0.24 MI) TO
 OH1501'A BLADED ROAD MADE BY THE CONSTRUCTION OF A FIBER OPTIC TELEPHONE
 OH1501'LINE.  TURN RIGHT AND GO NORTH ON THE BLADED ROAD FOR 1.41 KM
 OH1501'(0.88 MI) TO THE INTERSTATE 84 RIGHT-OF-WAY FENCE. TURN LEFT AND
 OH1501'FOLLOW THE BLADED ROAD NORTHWEST ALONG THE RIGHT-OF-WAY FENCE FOR
 OH1501'1.85 KM (1.15 MI) TO TRAVERSE STATION IDA 80 65.  CONTINUE AHEAD
 OH1501'NORTHWEST ON BLADED ROAD ALONG THE RIGHT-OF-WAY FENCE FOR 0.83 KM
 OH1501'(0.52 MI) TO A GATE.  PASS THRU GATE AND CONTINUE AHEAD NORTHWEST
 OH1501'ALONG THE RIGHT-OF-WAY FENCE FOR 0.60 KM (0.37 MI) TO A FORK.  TAKE
 OH1501'LEFT FORK AND GO WESTERLY ON THE OLD HIGHWAY BED FOR 1.13 KM
 OH1501'(0.70 MI) TO THE MARK ON THE RIGHT. LOCATED 20.0 M (65.6 FT)
 OH1501'NORTHEAST FROM THE CENTER OF THE ROAD, 25.01 M (82.05 FT) NORTHWEST OF
 OH1501'REFERENCE MARK 3, 24.4 M (80.1 FT) NORTHEAST OF REFERENCE MARK 4 AND
 OH1501'0.5 M (1.6 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 OH1501'STATION IS SET IN A 30 CM ROUND CONCRETE MONUMENT FLUSH WITH THE
 OH1501'GROUND SURFACE.
 OH1501'THE UNDERGROUND MARK IS SET IN A DRILL HOLE IN BEDROCK 0.81 M
 OH1501'(2.66 FT) BELOW GROUND SURFACE.
 OH1501'NOTE--IN WET WEATHER PACK SOUTHWEST FROM THE PORT OF ENTRY OVER THE
 OH1501'RIGHT-OF-WAY FENCE FOR ABOUT 1500 FEET TO THE TOP OF THE RISE AND THE
 OH1501'STATION.
 OH1501
 OH1501                          STATION RECOVERY (1992)
 OH1501
 OH1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH1501'16.4 KM (10.20 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 OH1501'JUNCTION OF BROADWAY AVENUE (EXIT 54) IN BOISE, THENCE 0.25 KM
 OH1501'(0.15 MI) SOUTHWESTERLY ACROSS COUNTRY, AT THE CREST OF A SMALL HILL,
 OH1501'18.6 M (61.0 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD, AND 0.6 M
 OH1501'(2.0 FT) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1502 ***********************************************************************
 OH1502  DESIGNATION -  IDA 80 64 2 RM 3
 OH1502  PID         -  OH1502
 OH1502  STATE/COUNTY-  ID/ADA
 OH1502  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH1502
 OH1502                         *CURRENT SURVEY CONTROL
 OH1502  ___________________________________________________________________
 OH1502* NAD 83(1992)-  43 25 47.85215(N)    116 03 39.16542(W)     ADJUSTED  
 OH1502* NAVD 88     -      1033.346  (meters)    3390.24   (feet)  ADJUSTED  
 OH1502  ___________________________________________________________________
 OH1502  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 OH1502  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 OH1502  DYNAMIC HT  -        1032.895 (meters)    3388.76  (feet)  COMP
 OH1502  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 OH1502
 OH1502  HORZ ORDER  -  THIRD
 OH1502  VERT ORDER  -  FIRST     CLASS II
 OH1502
 OH1502.The horizontal coordinates were established by classical geodetic methods
 OH1502.and adjusted by the National Geodetic Survey in September 1993..
 OH1502.No horizontal observational check was made to the station.
 OH1502
 OH1502.The orthometric height was determined by differential leveling
 OH1502.and adjusted by the National Geodetic Survey in January 1993..
 OH1502
 OH1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1502
 OH1502.The geoid height was determined by GEOID03.
 OH1502
 OH1502.The dynamic height is computed by dividing the NAVD 88
 OH1502.geopotential number by the normal gravity value computed on the
 OH1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1502.degrees latitude (g = 980.6199 gals.).
 OH1502
 OH1502.The modeled gravity was interpolated from observed gravity values.
 OH1502
 OH1502;                    North         East     Units Scale Factor Converg.
 OH1502;SPC ID W     -   195,907.355   774,829.742   MT  0.99994112   -0 12 49.4
 OH1502;UTM  11      - 4,808,991.072   576,010.482   MT  0.99967107   +0 38 44.3
 OH1502
 OH1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1502!SPC ID W     -   0.99984057  x   0.99994112  =   0.99978170
 OH1502!UTM  11      -   0.99984057  x   0.99967107  =   0.99951169
 OH1502
 OH1502                          SUPERSEDED SURVEY CONTROL
 OH1502
 OH1502  NAVD 88 (09/22/93) 1033.35   (m)         3390.2    (f) LEVELING    3  
 OH1502
 OH1502.Superseded values are not recommended for survey control.
 OH1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1502.See file dsdata.txt to determine how the superseded data were derived.
 OH1502
 OH1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7601008991(NAD 83)
 OH1502_MARKER: DR = REFERENCE MARK DISK
 OH1502_SETTING: 80 = SET IN A BOULDER
 OH1502_SP_SET: IN DRILL HOLE IN A BOULDER
 OH1502_STAMPING: IDA 80 64 2 NO 3 1991
 OH1502_MARK LOGO: NGS   
 OH1502_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1502+STABILITY: SURFACE MOTION
 OH1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1502+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 OH1502
 OH1502  HISTORY     - Date     Condition        Report By
 OH1502  HISTORY     - 1991     MONUMENTED       NGS
 OH1502  HISTORY     - 19920727 GOOD             NGS
 OH1502
 OH1502                          STATION DESCRIPTION
 OH1502
 OH1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OH1502'STATION IS LOCATED ABOUT 20.5 KM (12.7 MI) SOUTHEAST OF BOISE, 7.5 KM
 OH1502'(4.7 MI) NORTHWEST OF THE MAYFIELD ORCHARD INTERSTATE 84 EXIT 71 AND
 OH1502'ON A SMALL RISE ABOUT 1500 FEET SOUTHWEST OF THE EAST BOUND
 OH1502'INTERSTATE 84 PORT OF ENTRY.  OWNERSHIP-- BUREAU OF LAND MANAGEMENT.
 OH1502'TO REACH FROM THE INTERSTATE 84 EXIT 57 (GOWEN ROAD) WHICH IS LOCATED
 OH1502'ABOUT 12.0 KM (7.5 MI) SOUTHEAST OF BOISE.  GO SOUTHEAST ON
 OH1502'INTERSTATE 84 FOR 22.0 KM (13.7 MI) TO EXIT 71 (MAYFIELD-ORACHARD)AND
 OH1502'THE STAGE STOP.  TURN RIGHT AT EXIT 71 AND GO SOUTHEAST ON A PAVED
 OH1502'ROAD FOR 0.44 KM (0.27 MI) TO A DIRT SIDE ROAD RIGHT.  TURN RIGHT AND
 OH1502'GO WESTERLY ON DIRT ROAD FOR 0.59 KM (0.37 MI) TO A FORK. TAKE RIGHT
 OH1502'FORK AND GO WEST AND NORTH ON DIRT ROAD FOR 0.46 KM (0.29 MI)  TO A T
 OH1502'JUNCTION AND INDIAN CREEK RESERVOIR.  TURN LEFT AND CONTINUE AHEAD ON
 OH1502'THE DIRT ROAD ON THE SOUTH SIDE OF THE RESERVOIR FOR 0.12 KM
 OH1502'(0.07 MI) TO A FORK.  TAKE LEFT FORK AND GO WESTERLY ON DIRT ROAD FOR
 OH1502'0.64 KM (0.40 MI) TO A GATE.  PASS THRU GATE AND CONTINUE AHEAD
 OH1502'NORTHWEST ON DIRT ROAD FOR 0.32 KM (0.20 MI) TO A 3-WAY FORK.  TAKE
 OH1502'THE MIDDLE FORK AND CONTINUE AHEAD NORTHWEST FOR 0.39 KM (0.24 MI) TO
 OH1502'A BLADED ROAD MADE BY THE CONSTRUCTION OF A FIBER OPTIC TELEPHONE
 OH1502'LINE.  TURN RIGHT AND GO NORTH ON THE BLADED ROAD FOR 1.41 KM
 OH1502'(0.88 MI) TO THE INTERSTATE 84 RIGHT-OF-WAY FENCE. TURN LEFT AND
 OH1502'FOLLOW THE BLADED ROAD NORTHWEST ALONG THE RIGHT-OF-WAY FENCE FOR
 OH1502'1.85 KM (1.15 MI) TO TRAVERSE STATION IDA 80 65.  CONTINUE AHEAD
 OH1502'NORTHWEST ON BLADED ROAD ALONG THE RIGHT-OF-WAY FENCE FOR 0.83 KM
 OH1502'(0.52 MI) TO A GATE.  PASS THRU GATE AND CONTINUE AHEAD NORTHWEST
 OH1502'ALONG THE RIGHT-OF-WAY FENCE FOR 0.60 KM (0.37 MI) TO A FORK.  TAKE
 OH1502'LEFT FORK AND GO WESTERLY ON THE OLD HIGHWAY BED FOR 1.13 KM
 OH1502'(0.70 MI) TO THE MARK ON THE RIGHT. LOCATED 5.0 M (16.4 FT) NORTHEAST
 OH1502'FROM THE CENTER OF THE ROAD, 25.01 M (82.05 FT) SOUTHEAST OF THE
 OH1502'STATION, 35.25 M (115.65 FT) EAST OF REFERENCE MARK 4 AND 25.4 M
 OH1502'(83.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 OH1502'MARK IS CEMENTED INTO A DRILL HOLE IN A 0.7 M (2.3 FT) X 0.5 M
 OH1502'(1.6 FT) BOULDER 2-CM ABOVE GROUND SURFACE.
 OH1502'NOTE--IN WET WEATHER PACK SOUTHWEST OVER THE RIGHT-OF-WAY FENCE FOR
 OH1502'ABOUT 1500 FEET FROM THE PORT OF ENTRY TO THE TOP OF RISE AND
 OH1502'STATION.
 OH1502
 OH1502                          STATION RECOVERY (1992)
 OH1502
 OH1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH1502'16.4 KM (10.20 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 OH1502'JUNCTION OF BROADWAY AVENUE (EXIT 54) IN BOISE, THENCE 0.25 KM
 OH1502'(0.15 MI) SOUTHWESTERLY ACROSS COUNTRY, IN A PARTICALLY EXPOSED
 OH1502'BOULDER AT THE CREST OF A SMALL HILL, AND 35.0 M (114.8 FT) SOUTHEAST
 OH1502'OF TRIANGULATION STATION IDA 80 64 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1503 ***********************************************************************
 OH1503  DESIGNATION -  IDA 80 64 2 RM 4
 OH1503  PID         -  OH1503
 OH1503  STATE/COUNTY-  ID/ADA
 OH1503  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH1503
 OH1503                         *CURRENT SURVEY CONTROL
 OH1503  ___________________________________________________________________
 OH1503* NAD 83(1992)-  43 25 47.61299(N)    116 03 40.69724(W)     ADJUSTED  
 OH1503* NAVD 88     -      1032.863  (meters)    3388.65   (feet)  ADJUSTED  
 OH1503  ___________________________________________________________________
 OH1503  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 OH1503  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 OH1503  DYNAMIC HT  -        1032.413 (meters)    3387.18  (feet)  COMP
 OH1503  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 OH1503
 OH1503  HORZ ORDER  -  THIRD
 OH1503  VERT ORDER  -  FIRST     CLASS II
 OH1503
 OH1503.The horizontal coordinates were established by classical geodetic methods
 OH1503.and adjusted by the National Geodetic Survey in September 1993..
 OH1503.No horizontal observational check was made to the station.
 OH1503
 OH1503.The orthometric height was determined by differential leveling
 OH1503.and adjusted by the National Geodetic Survey in January 1993..
 OH1503
 OH1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1503
 OH1503.The geoid height was determined by GEOID03.
 OH1503
 OH1503.The dynamic height is computed by dividing the NAVD 88
 OH1503.geopotential number by the normal gravity value computed on the
 OH1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1503.degrees latitude (g = 980.6199 gals.).
 OH1503
 OH1503.The modeled gravity was interpolated from observed gravity values.
 OH1503
 OH1503;                    North         East     Units Scale Factor Converg.
 OH1503;SPC ID W     -   195,900.104   774,795.264   MT  0.99994114   -0 12 50.4
 OH1503;UTM  11      - 4,808,983.306   575,976.125   MT  0.99967100   +0 38 43.3
 OH1503
 OH1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1503!SPC ID W     -   0.99984064  x   0.99994114  =   0.99978179
 OH1503!UTM  11      -   0.99984064  x   0.99967100  =   0.99951169
 OH1503
 OH1503                          SUPERSEDED SURVEY CONTROL
 OH1503
 OH1503  NAVD 88 (09/22/93) 1032.86   (m)         3388.6    (f) LEVELING    3  
 OH1503
 OH1503.Superseded values are not recommended for survey control.
 OH1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1503.See file dsdata.txt to determine how the superseded data were derived.
 OH1503
 OH1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7597608983(NAD 83)
 OH1503_MARKER: DR = REFERENCE MARK DISK
 OH1503_SETTING: 80 = SET IN A BOULDER
 OH1503_SP_SET: IN DRILL HOLE IN A BOULDER
 OH1503_STAMPING: IDA 80 64 2 RM 4 1991
 OH1503_MARK LOGO: NGS   
 OH1503_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1503+STABILITY: SURFACE MOTION
 OH1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1503+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 OH1503
 OH1503  HISTORY     - Date     Condition        Report By
 OH1503  HISTORY     - 1991     MONUMENTED       NGS
 OH1503  HISTORY     - 19920727 GOOD             NGS
 OH1503
 OH1503                          STATION DESCRIPTION
 OH1503
 OH1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OH1503'STATION IS LOCATED ABOUT 20.5 KM (12.7 MI) SOUTHEAST OF BOISE, 7.5 KM
 OH1503'(4.7 MI) NORTHWEST OF THE MAYFIELD ORCHARD INTERSTATE 84 EXIT 71 AND
 OH1503'ON A SMALL RISE ABOUT 1500 FEET SOUTHWEST OF THE EAST BOUND
 OH1503'INTERSTATE 84 PORT OF ENTRY.  OWNERSHIP-- BUREAU OF LAND MANAGEMENT.
 OH1503'TO REACH FROM THE INTERSTATE 84 EXIT 57 (GOWEN ROAD) WHICH IS LOCATED
 OH1503'ABOUT 12.0 KM (7.5 MI) SOUTHEAST OF BOISE.  GO SOUTHEAST ON
 OH1503'INTERSTATE 84 FOR 22.0 KM (13.7 MI) TO EXIT 71 (MAYFIELD-ORACHARD)AND
 OH1503'THE STAGE STOP.  TURN RIGHT AT EXIT 71 AND GO SOUTHEAST ON A PAVED
 OH1503'ROAD FOR 0.44 KM (0.27 MI) TO A DIRT SIDE ROAD RIGHT.  TURN RIGHT AND
 OH1503'GO WESTERLY ON DIRT ROAD FOR 0.59 KM (0.37 MI) TO A FORK. TAKE RIGHT
 OH1503'FORK AND GO WEST AND NORTH ON DIRT ROAD FOR 0.46 KM (0.29 MI)  TO A T
 OH1503'JUNCTION AND INDIAN CREEK RESERVOIR.  TURN LEFT AND CONTINUE AHEAD ON
 OH1503'THE DIRT ROAD ON THE SOUTH SIDE OF THE RESERVOIR FOR 0.12 KM
 OH1503'(0.07 MI) TO A FORK.  TAKE LEFT FORK AND GO WESTERLY ON DIRT ROAD FOR
 OH1503'0.64 KM (0.40 MI) TO A GATE.  PASS THRU GATE AND CONTINUE AHEAD
 OH1503'NORTHWEST ON DIRT ROAD FOR 0.32 KM (0.20 MI) TO A 3-WAY FORK.  TAKE
 OH1503'THE MIDDLE FORK AND CONTINUE AHEAD NORTHWEST FOR 0.39 KM (0.24 MI) TO
 OH1503'A BLADED ROAD MADE BY THE CONSTRUCTION OF A FIBER OPTIC TELEPHONE
 OH1503'LINE.  TURN RIGHT AND GO NORTH ON THE BLADED ROAD FOR 1.41 KM
 OH1503'(0.88 MI) TO THE INTERSTATE 84 RIGHT-OF-WAY FENCE. TURN LEFT AND
 OH1503'FOLLOW THE BLADED ROAD NORTHWEST ALONG THE RIGHT-OF-WAY FENCE FOR
 OH1503'1.85 KM (1.15 MI) TO TRAVERSE STATION IDA 80 65.  CONTINUE AHEAD
 OH1503'NORTHWEST ON BLADED ROAD ALONG THE RIGHT-OF-WAY FENCE FOR 0.83 KM
 OH1503'(0.52 MI) TO A GATE.  PASS THRU GATE AND CONTINUE AHEAD NORTHWEST
 OH1503'ALONG THE RIGHT-OF-WAY FENCE FOR 0.60 KM (0.37 MI) TO A FORK.  TAKE
 OH1503'LEFT FORK AND GO WESTERLY ON THE OLD HIGHWAY BED FOR 1.13 KM
 OH1503'(0.70 MI) TO THE MARK ON THE LEFT. LOCATED 24.47 M (80.28 FT)
 OH1503'SOUTHWEST OF THE STATION, 35.25 M (115.65 FT) SOUTHWEST OF REFERENCE
 OH1503'MARK 3, 5.4 M (17.7 FT) SOUTHWEST FROM THE CENTER OF THE ROAD AND
 OH1503'24.47 M (80.28 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 OH1503'MARK IS CEMENTED INTO A DRILL HOLE IN A 1.0 M (3.3 FT) X 0.9 M
 OH1503'(3.0 FT) BOULDER 15-CM ABOVE GROUND SURFACE.
 OH1503'NOTE--IN WET WEATHER PACK SOUTHWEST FROM THE PORT OF ENTRY OVER THE
 OH1503'RIGHT-OF-WAY FENCE FOR ABOUT 1500 FEET TO THE TOP OF RISE AND
 OH1503'STATION.
 OH1503
 OH1503                          STATION RECOVERY (1992)
 OH1503
 OH1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH1503'16.4 KM (10.20 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 OH1503'JUNCTION OF BROADWAY AVENUE (EXIT 54) IN BOISE, THENCE 0.25 KM
 OH1503'(0.15 MI) SOUTHWESTERLY ACROSS COUNTRY, IN A PARTICALLY EXPOSED
 OH1503'BOULDER AT THE CREST OF A SMALL HILL, 24.0 M (78.7 FT) SOUTHWEST OF
 OH1503'TRIANGULATION STATION IDA 80 64 RESET, AND 5.4 M (17.7 FT) SOUTHWEST
 OH1503'OF THE CENTER OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0213 ***********************************************************************
 OH0213  DESIGNATION -  IDA 80 65
 OH0213  PID         -  OH0213
 OH0213  STATE/COUNTY-  ID/ADA
 OH0213  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0213
 OH0213                         *CURRENT SURVEY CONTROL
 OH0213  ___________________________________________________________________
 OH0213* NAD 83(1992)-  43 25 04.62227(N)    116 02 05.38005(W)     ADJUSTED  
 OH0213* NAVD 88     -      1051.953  (meters)    3451.28   (feet)  ADJUSTED  
 OH0213  ___________________________________________________________________
 OH0213  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 OH0213  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 OH0213  DYNAMIC HT  -        1051.488 (meters)    3449.76  (feet)  COMP
 OH0213  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 OH0213
 OH0213  HORZ ORDER  -  FIRST
 OH0213  VERT ORDER  -  SECOND    CLASS 0
 OH0213
 OH0213.The horizontal coordinates were established by classical geodetic methods
 OH0213.and adjusted by the National Geodetic Survey in July 1992..
 OH0213
 OH0213.The orthometric height was determined by differential leveling
 OH0213.and adjusted by the National Geodetic Survey in June 1991..
 OH0213
 OH0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0213
 OH0213.The geoid height was determined by GEOID03.
 OH0213
 OH0213.The dynamic height is computed by dividing the NAVD 88
 OH0213.geopotential number by the normal gravity value computed on the
 OH0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0213.degrees latitude (g = 980.6199 gals.).
 OH0213
 OH0213.The modeled gravity was interpolated from observed gravity values.
 OH0213
 OH0213;                    North         East     Units Scale Factor Converg.
 OH0213;SPC ID W     -   194,565.771   776,934.436   MT  0.99993988   -0 11 44.8
 OH0213;UTM  11      - 4,807,681.552   578,134.491   MT  0.99967510   +0 39 48.3
 OH0213
 OH0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0213!SPC ID W     -   0.99983764  x   0.99993988  =   0.99977753
 OH0213!UTM  11      -   0.99983764  x   0.99967510  =   0.99951280
 OH0213
 OH0213|---------------------------------------------------------------------|
 OH0213| PID    Reference Object                     Distance      Geod. Az  |
 OH0213|                                                           dddmmss.s |
 OH0213| OH0215 ANDERSON                              6.883 METERS 04727     |
 OH0213| OH1306 ORCHARD WATER TANK                  APPROX.11.4 KM 1772400.7 |
 OH0213| OH0216 IDA 80 65 RM 1                        9.563 METERS 28509     |
 OH0213| OH1504 P 84 RESET                          APPROX. 1.4 KM 3081043.5 |
 OH0213| OH0218 P 84                                APPROX. 1.4 KM 3084502.0 |
 OH0213|---------------------------------------------------------------------|
 OH0213
 OH0213                          SUPERSEDED SURVEY CONTROL
 OH0213
 OH0213  NAD 83(1986)-  43 25 04.62282(N)    116 02 05.37587(W) AD(       ) 1
 OH0213  NAD 27      -  43 25 05.00936(N)    116 02 01.99487(W) AD(       ) 1
 OH0213  NAVD 88 (09/22/93) 1051.95   (m)         3451.3    (f) LEVELING    3  
 OH0213  NGVD 29 (??/??/92) 1050.955  (m)         3448.01   (f) ADJ UNCH    2 0
 OH0213
 OH0213.Superseded values are not recommended for survey control.
 OH0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0213.See file dsdata.txt to determine how the superseded data were derived.
 OH0213
 OH0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7813407682(NAD 83)
 OH0213_MARKER: DE = TRAVERSE STATION DISK
 OH0213_SETTING: 80 = SET IN A BOULDER
 OH0213_SP_SET: IN DRILL HOLE IN A BOULDER
 OH0213_STAMPING: IDA 80-65 1958
 OH0213_MARK LOGO: CGS   
 OH0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0213+STABILITY: SURFACE MOTION
 OH0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0213+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1991
 OH0213
 OH0213  HISTORY     - Date     Condition        Report By
 OH0213  HISTORY     - 1958     MONUMENTED       CGS
 OH0213  HISTORY     - 1958     GOOD             CGS
 OH0213  HISTORY     - 1977     GOOD             NGS
 OH0213  HISTORY     - 1978     GOOD             NGS
 OH0213  HISTORY     - 1983     GOOD             NGS
 OH0213  HISTORY     - 19910701 GOOD             NGS
 OH0213
 OH0213                          STATION DESCRIPTION
 OH0213
 OH0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OH0213'THE STATION IS ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 30,
 OH0213'17.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION
 OH0213'PACIFIC RAILROAD DEPOT AT BOISE, 10.9 MILES SOUTHEAST OF GOWEN
 OH0213'FIELD JUNCTION WHICH IS ON THE EAST EDGE OF BOISE, 47 PACES
 OH0213'SOUTHWEST OF THE NORTHEAST EDGE OF A CUT BANK, 7-1/2 FEET
 OH0213'SOUTHEAST OF A METAL WITNESS POST AND AT HIGHWAY MILE POLE
 OH0213'76.
 OH0213'
 OH0213'THE STATION MARK, STAMPED IDA 80-65 1958, IS A STANDARD TRAVERSE
 OH0213'DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING 4 INCHES.
 OH0213'
 OH0213'REFERENCE MARK NO. 1, STAMPED IDA 80-65 NO 1 1958, IS A
 OH0213'STANDARD DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING 4
 OH0213'INCHES.
 OH0213'
 OH0213'REFERENCE MARK NO. 2, ESTABLISHED BY THE IDAHO DEPT. OF
 OH0213'PUBLIC WORKS, STAMPED ANDERSON, IS A BRONZE DISK SET IN A
 OH0213'PRECAST CONCRETE POST PROJECTING 4 INCHES AND IS 4 FEET
 OH0213'SOUTHEAST OF A METAL WITNESS POST.
 OH0213'
 OH0213'THE AZIMUTH MARK, STAMPED P 84 1958, IS A STANDARD BENCH MARK
 OH0213'DISK SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 OH0213'THE MARK IS AT THE WEST END OF A CUT BANK, 0.1 MILE EAST OF
 OH0213'MILE POLE NO. 75, 60.0 FEET SOUTH OF THE CENTERLINE OF THE
 OH0213'HIGHWAY, 3-1/2 NORTHEAST OF A METAL WITNESS POST WITH SIGN
 OH0213'AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 OH0213
 OH0213                          STATION RECOVERY (1958)
 OH0213
 OH0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OH0213'17.0 MI SE FROM BOISE.
 OH0213'17.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0213'RAILROAD DEPOT AT BOISE TO MILE POLE NO. 76, 47 PACES SOUTHWEST OF THE
 OH0213'NORTHEAST EDGE OF A CUT BANK, 7 1/2 FEET SOUTHEAST OF A METAL WITNESS
 OH0213'POST, 31.39 FEET EAST OF R.M. 1, 22.58 FEET SOUTHWEST OF ANDERSON
 OH0213'(IDH), SET IN A DRILL HOLE IN A BOULDER PROJECTING 4 INCHES.
 OH0213
 OH0213                          STATION RECOVERY (1977)
 OH0213
 OH0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OH0213'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 OH0213'RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 OH0213'HORIZONTAL ANGLE TO REFERENCE MARK NO. 2. LANDMARKS HAVE CHANGED,
 OH0213'AND THE ORIGINAL DESCRIPTION IS OBSOLETE.  A NEW AND COMPLETE
 OH0213'DESCRIPTION FOLLOWS.
 OH0213'
 OH0213'TO REACH THE STATION FROM THE WHITNEY STATION OF THE BOISE POST
 OH0213'OFFICE, GO WEST ON BANK DRIVE FOR 0.05 MILE TO VISTA AVENUE, TURN
 OH0213'LEFT, AND GO SOUTH ON VISTA AVENUE FOR 1.4 MILES TO THE ENTRANCE TO
 OH0213'THE FREEWAY, EASTBOUND, TURN LEFT, AND GO SOUTHEAST ON INTERSTATE
 OH0213'80N FOR 9.9 MILES TO EXIT NO. 64, KUNA BLACKS CREEK, CONTINUE EAST
 OH0213'ON INTERSTATE 80N FOR 3.85 MILES TO THE AZIMUTH MARK ON THE
 OH0213'RIGHT.  CONTINUE EAST ON THE FREEWAY FOR 0.9 MILE TO THE
 OH0213'STATION ON THE RIGHT.
 OH0213'
 OH0213'THE STATION MARK, STAMPED IDA 80-65 1958, IS A TRAVERSE STATION DISK
 OH0213'CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT BOULDER THAT PROJECTS
 OH0213'5-INCHES, 0.15 MILE WEST OF MILEPOST NO. 68, 130 FEET SOUTH OF THE
 OH0213'TOP OF THE CUT BANK ABOVE THE EASTBOUND LANES OF INTERSTATE 80N,
 OH0213'21 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND 4 FEET SOUTH OF
 OH0213'A METAL WITNESS POST.
 OH0213'
 OH0213'REFERENCE MARK NO. 1, STAMPED IDA 80-65 NO 1 1958, IS A STANDARD DISK
 OH0213'CEMENTED IN A DRILL HOLE IN A 1 BY 3 FOOT BOULDER THAT PROJECTS
 OH0213'5-INCHES, 33 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND 2 FEET
 OH0213'EAST OF A ROCK CAIRN.
 OH0213'
 OH0213'REFERENCE MARK NO. 2, STAMPED ANDERSON, IS AN IDAHO DEPT. OF PUBLIC
 OH0213'WORKS DISK SET IN A PRECAST CONCRETE POST THAT PROJECTS 4-INCHES,
 OH0213'110 FEET SOUTH OF THE TOP OF THE CUT BANK ABOVE THE EASTBOUND LANES
 OH0213'OF INTERSTATE 80N, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE
 OH0213'LINE.
 OH0213'
 OH0213'THE AZIMUTH MARK, STAMPED P 84 1958, IS A STANDARD BENCH MARK DISK
 OH0213'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH, 0.05 MILE
 OH0213'SOUTHWEST OF MILEPOST NO. 67, 61 FEET NORTH OF THE RIGHT-OF-WAY
 OH0213'FENCE LINE, 52 FEET SOUTH OF THE TOP OF THE CUT BANK ABOVE THE
 OH0213'EASTBOUND LANES OF INTERSTATE 80N, AND 4 FEET NORTHEAST OF A
 OH0213'METAL WITNESS POST.
 OH0213'
 OH0213'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES SOUTHEAST
 OH0213'OF BOISE.
 OH0213
 OH0213                          STATION RECOVERY (1978)
 OH0213
 OH0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH0213'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 OH0213'CONDITION, REFERENCE MARK 2 A IDAHO DEPARTMENT OF PUBLIC
 OH0213'WORKS DISK WAS ALSO RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 OH0213'BOTH REFERENCE MARKS DID COMPARE FAVORABLY TO THE 1959 DATA.
 OH0213'
 OH0213'THE STATION IS LOCATED ABOUT
 OH0213'16 MILES SOUTHEAST OF DOWNTOWN BOISE, AND 0.05  1/4 MILE
 OH0213'SOUTHWEST OF INTERSTATE HIGHWAY 80N.
 OH0213'
 OH0213'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80N
 OH0213'AND BLACKS CREEK KUNA ROAD, EXIT 64, GO SOUTHEAST ON
 OH0213'INTERSTATE HIGHWAY 80N FOR 3.85 MILES TO THE AZIMUTH MARK ON THE
 OH0213'RIGHT, CONTINUE SOUTHEAST ON THE INTERSTATE HIGHWAY FOR 0.9 MILE
 OH0213'TO THE STATION ON THE RIGHT.
 OH0213'
 OH0213'THE STATION IS A STANDARD CGS DISK
 OH0213'STAMPED---IDA 80 65 1958---,
 OH0213'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.6 METERS
 OH0213'LARGEST DIMENSION.  IT IS LOCATED
 OH0213'4.2 FEET SOUTH FROM THE METAL WITNESS POST.
 OH0213'21 FEET SOUTH FROM THE RIGHT-OF-WAY FENCE.
 OH0213'130 FEET SOUTH FROM THE TOP OF THE CUT BANK ABOVE THE HIGHWAY.
 OH0213'
 OH0213'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH0213'STAMPED---IDA 80 65 NO 1 1958---,
 OH0213'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.8 METERS
 OH0213'LARGEST DIMENSION.  IT IS LOCATED
 OH0213'2 FEET EAST FROM A ROCK CAIRN.
 OH0213'32.5 FEET SOUTH FROM THE RIGHT-OF-WAY FENCE.
 OH0213'32.7 FEET WEST-SOUTHWEST FROM THE METAL WITNESS POST.
 OH0213'MARK IS LEVEL WITH STATION.
 OH0213'
 OH0213'REFERENCE MARK NUMBER 02 IS A STANDARD IDDPW DISK
 OH0213'STAMPED---ANDERSON---,
 OH0213'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OH0213'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0213'1.0 FEET NORTH FROM THE RIGHT-OF-WAY FENCE.
 OH0213'30 FEET NORTHWEST FROM THE METAL WITNESS POST.
 OH0213'108 FEET SOUTH FROM THE TOP OF THE CUT BANK ABOVE THE INTERSTATE.
 OH0213'MARK IS LEVEL WITH STATION.
 OH0213'
 OH0213'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS, BENCH MARK, DISK
 OH0213'STAMPED---P 84 1968---,
 OH0213'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OH0213'4.0 FEET NORTH FROM THE METAL WITNESS POST.
 OH0213'50 FEET SOUTH FROM THE TOP OF THE CUT BANK ABOVE THE INTERSTATE.
 OH0213'60 FEET NORTH FROM THE RIGHT-OF-WAY FENCE.
 OH0213'
 OH0213'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY BRUSH ON
 OH0213'HEIGHT OF THE LIGHT SHOWN ABOVE THE MARK WAS 0.00 METERS.
 OH0213
 OH0213                          STATION RECOVERY (1983)
 OH0213
 OH0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0213'RECOVERED IN GOOD CONDITION.
 OH0213
 OH0213                          STATION RECOVERY (1991)
 OH0213
 OH0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OH0213'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK BENCH MARK P 84
 OH0213'WERE RECOVERED IN GOOD CONDITION. THE DIRECTION AND MEASUREMENT TO
 OH0213'REFERENCE MARK 1 AGREED WITH THE 1958 DATA. THE DIRECTION TO THE
 OH0213'AZIMUTH MARK AGREED WITH THE 1958 DATA. THE DISTANCE TO REFERENCE
 OH0213'MARK 2 (ANDERSON) WAS FOUND TO BE SHORTER BY 1.4 CM AND THE DIRECTION
 OH0213'FAILED TO CHECK THE 1958 DATA BY 5 MINUTES AND 9 SECONDS.  IT APPEARS
 OH0213'THAT REFERENCE MARK 2 HAS BEEN MOVED.
 OH0213'STATION IS LOCATED ABOUT 22.0 KM (13.7 MI) SOUTHEAST OF BOISE, 6.9 KM
 OH0213'(4.3 MI) SOUTHEAST OF EXIT 64 (BLACKS KUNA-CREEK ROAD), 4.8 KM
 OH0213'(3.0 MI) NORTHWEST OF EXIT 71 (MAYFIELD ORCHARD) ALONG THE SOUTH SIDE
 OH0213'OF THE EAST-BOUND LANES OF INTERSTATE 84. OWNERSHIP--BUREAU OF LAND
 OH0213'MANAGEMENT.
 OH0213'TO REACH FROM THE OVERPASS AT EXIT 57 (IDAHO CITY, GOWEN ROAD), WHICH
 OH0213'IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHEAST OF BOISE ALONG THE EAST
 OH0213'BOUND LANES OF INTERSTATE 84. GO SOUTHEAST FOR 10.65 KM (6.62 MI) ON
 OH0213'INTERSTATE 84 EASTBOUND TO EXIT 64 (BLACKS KUNA-CREEK ROAD) OVERPASS,
 OH0213'CONTINUE AHEAD SOUTHEAST 5.63 KM (3.50 MI) TO MILE POST 67. CONTINUE
 OH0213'AHEAD 1.28 KM (0.80 MI) TO THE STATION ON RIGHT LOCATED ABOUT 4 M
 OH0213'(13.1 FT) HIGHER THAN THE EASTBOUND LANES.
 OH0213'THE STATION IS LOCATED 38.9 M (127.6 FT) SOUTHWEST FROM THE
 OH0213'APPROXIMATE EDGE OF CUTBANK ALONG INTERSTATE 84, 9.5 M (31.2 FT) EAST
 OH0213'FROM REFERENCE MARK 1, 6.8 M (22.3 FT) SOUTHWEST OF IDAHO STATE
 OH0213'HIGHWAY MARK ANDERSON WHICH WAS USED FOR REFERENCE MARK 2.  6.5 M
 OH0213'(21.3 FT) SOUTHWEST OF INTERSTATE RIGHT-OF-WAY FENCELINE, AND 1.2 M
 OH0213'(3.9 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 OH0213'STATION IS SET IN BOULDER PROJECTING 10-CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0216 ***********************************************************************
 OH0216  DESIGNATION -  IDA 80 65 RM 1
 OH0216  PID         -  OH0216
 OH0216  STATE/COUNTY-  ID/ADA
 OH0216  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH0216
 OH0216                         *CURRENT SURVEY CONTROL
 OH0216  ___________________________________________________________________
 OH0216* NAD 83(1992)-  43 25 04.70322(N)    116 02 05.79040(W)     ADJUSTED  
 OH0216* NAVD 88     -      1051.806  (meters)    3450.80   (feet)  ADJUSTED  
 OH0216  ___________________________________________________________________
 OH0216  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 OH0216  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 OH0216  DYNAMIC HT  -        1051.339 (meters)    3449.27  (feet)  COMP
 OH0216  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 OH0216
 OH0216  HORZ ORDER  -  THIRD
 OH0216  VERT ORDER  -  SECOND    CLASS 0
 OH0216
 OH0216.The horizontal coordinates were established by classical geodetic methods
 OH0216.and adjusted by the National Geodetic Survey in September 1993..
 OH0216
 OH0216.The orthometric height was determined by differential leveling
 OH0216.and adjusted by the National Geodetic Survey in June 1991..
 OH0216
 OH0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0216
 OH0216.The geoid height was determined by GEOID03.
 OH0216
 OH0216.The dynamic height is computed by dividing the NAVD 88
 OH0216.geopotential number by the normal gravity value computed on the
 OH0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0216.degrees latitude (g = 980.6199 gals.).
 OH0216
 OH0216.The modeled gravity was interpolated from observed gravity values.
 OH0216
 OH0216;                    North         East     Units Scale Factor Converg.
 OH0216;SPC ID W     -   194,568.301   776,925.214   MT  0.99993988   -0 11 45.0
 OH0216;UTM  11      - 4,807,683.942   578,125.234   MT  0.99967508   +0 39 48.0
 OH0216
 OH0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0216!SPC ID W     -   0.99983767  x   0.99993988  =   0.99977756
 OH0216!UTM  11      -   0.99983767  x   0.99967508  =   0.99951280
 OH0216
 OH0216                          SUPERSEDED SURVEY CONTROL
 OH0216
 OH0216  NAVD 88 (09/22/93) 1051.81   (m)         3450.8    (f) LEVELING    3  
 OH0216  NGVD 29 (??/??/92) 1050.806  (m)         3447.52   (f) ADJ UNCH    2 0
 OH0216
 OH0216.Superseded values are not recommended for survey control.
 OH0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0216.See file dsdata.txt to determine how the superseded data were derived.
 OH0216
 OH0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ7812507684(NAD 83)
 OH0216_MARKER: DR = REFERENCE MARK DISK
 OH0216_SETTING: 80 = SET IN A BOULDER
 OH0216_SP_SET: IN DRILL HOLE IN A BOULDER
 OH0216_STAMPING: IDA 80-65 NO 1 1958
 OH0216_MARK LOGO: CGS   
 OH0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0216+STABILITY: SURFACE MOTION
 OH0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0216+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1991
 OH0216
 OH0216  HISTORY     - Date     Condition        Report By
 OH0216  HISTORY     - 1958     MONUMENTED       CGS
 OH0216  HISTORY     - 1983     GOOD             NGS
 OH0216  HISTORY     - 19910701 GOOD             NGS
 OH0216
 OH0216                          STATION DESCRIPTION
 OH0216
 OH0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OH0216'17.0 MI SE FROM BOISE.
 OH0216'17.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0216'RAILROAD DEPOT AT BOISE TO MILE POLE NO. 76, 31.39 FEET WEST OF THE
 OH0216'STATION MARK, SET IN A DRILL HOLE IN A BOULDER PROJECTING 4 INCHES.
 OH0216
 OH0216                          STATION RECOVERY (1983)
 OH0216
 OH0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0216'RECOVERED IN GOOD CONDITION.
 OH0216
 OH0216                          STATION RECOVERY (1991)
 OH0216
 OH0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OH0216'STATION IS LOCATED ABOUT 22.0 KM (13.7 MI) SOUTHEAST OF BOISE, 6.9 KM
 OH0216'(4.3 MI) SOUTHEAST OF EXIT 64 (BLACKS KUNA-CREEK ROAD), 4.8 KM
 OH0216'(3.0 MI) NORTHWEST OF EXIT 71 (MAYFIELD ORCHARD) ALONG THE SOUTH SIDE
 OH0216'OF THE EAST-BOUND LANES OF INTERSTATE 84. OWNERSHIP--BUREAU OF LAND
 OH0216'MANAGEMENT.
 OH0216'TO REACH FROM THE OVERPASS AT EXIT 57 (IDAHO CITY, GOWEN ROAD), WHICH
 OH0216'IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHEAST OF BOISE ON THE EAST BOUND
 OH0216'LANES OF INTERSTATE 84. GO SOUTHEAST FOR 10.65 KM (6.62 MI) ON
 OH0216'INTERSTATE 84 EASTBOUND TO EXIT 64 (BLACKS KUNA-CREEK ROAD) OVERPASS,
 OH0216'CONTINUE AHEAD SOUTHEAST 5.63 KM (3.50 MI) TO MILE POST 67. CONTINUE
 OH0216'AHEAD 1.28 KM (0.80 MI) TO THE STATION ON RIGHT LOCATED ABOUT 4 M
 OH0216'(13.1 FT) HIGHER THAN AND ABOUT 40 M (131.2 FT) SOUTHWEST OF CUTBANK
 OH0216'ALONG INTERSTATE.
 OH0216'THE STATION IS LOCATED 42.2 M (138.5 FT) SOUTHWEST FROM THE
 OH0216'APPROXIMATE EDGE OF CUTBANK ALONG INTERSTATE 84, 14.5 M (47.6 FT)
 OH0216'WEST FROM IDAHO STATE HIGHWAY MARK ANDERSON, 10.3 M (33.8 FT) WEST OF
 OH0216'A FIBERGLASS WITNESS POST 10.2 M (33.5 FT) SOUTHWEST OF INTERSTATE
 OH0216'RIGHT-OF-WAY FENCELINE.
 OH0216'STATION IS SET IN BOULDER PROJECTING 10-CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0633 ***********************************************************************
 OZ0633  DESIGNATION -  IDA 80 66
 OZ0633  PID         -  OZ0633
 OZ0633  STATE/COUNTY-  ID/ADA
 OZ0633  USGS QUAD   -  MAYFIELD (1990)
 OZ0633
 OZ0633                         *CURRENT SURVEY CONTROL
 OZ0633  ___________________________________________________________________
 OZ0633* NAD 83(1992)-  43 22 36.66950(N)    115 59 19.88156(W)     ADJUSTED  
 OZ0633* NAVD 88     -      1030.958  (meters)    3382.40   (feet)  ADJUSTED  
 OZ0633  ___________________________________________________________________
 OZ0633  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 OZ0633  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 OZ0633  DYNAMIC HT  -        1030.494 (meters)    3380.88  (feet)  COMP
 OZ0633  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 OZ0633
 OZ0633  HORZ ORDER  -  FIRST
 OZ0633  VERT ORDER  -  SECOND    CLASS 0
 OZ0633
 OZ0633.The horizontal coordinates were established by classical geodetic methods
 OZ0633.and adjusted by the National Geodetic Survey in July 1992..
 OZ0633
 OZ0633.The orthometric height was determined by differential leveling
 OZ0633.and adjusted by the National Geodetic Survey in June 1991..
 OZ0633
 OZ0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0633
 OZ0633.The geoid height was determined by GEOID03.
 OZ0633
 OZ0633.The dynamic height is computed by dividing the NAVD 88
 OZ0633.geopotential number by the normal gravity value computed on the
 OZ0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0633.degrees latitude (g = 980.6199 gals.).
 OZ0633
 OZ0633.The modeled gravity was interpolated from observed gravity values.
 OZ0633
 OZ0633;                    North         East     Units Scale Factor Converg.
 OZ0633;SPC ID W     -   189,988.373   780,644.191   MT  0.99993794   -0 09 50.6
 OZ0633;UTM  11      - 4,803,161.450   581,911.458   MT  0.99968253   +0 41 40.1
 OZ0633
 OZ0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0633!SPC ID W     -   0.99984093  x   0.99993794  =   0.99977888
 OZ0633!UTM  11      -   0.99984093  x   0.99968253  =   0.99952351
 OZ0633
 OZ0633|---------------------------------------------------------------------|
 OZ0633| PID    Reference Object                     Distance      Geod. Az  |
 OZ0633|                                                           dddmmss.s |
 OZ0633| OZ0634 NEAL                                 12.063 METERS 05231     |
 OZ0633| OZ0632 IDA 80 66 RM 1                       10.860 METERS 13924     |
 OZ0633| OZ0620 IDA 80 67                           APPROX. 6.7 KM 1414925.0 |
 OZ0633| OH1306 ORCHARD WATER TANK                  APPROX. 7.6 KM 2050605.9 |
 OZ0633|---------------------------------------------------------------------|
 OZ0633
 OZ0633                          SUPERSEDED SURVEY CONTROL
 OZ0633
 OZ0633  NAD 83(1986)-  43 22 36.67015(N)    115 59 19.87708(W) AD(       ) 1
 OZ0633  NAD 27      -  43 22 37.05244(N)    115 59 16.50582(W) AD(       ) 1
 OZ0633  NAVD 88 (09/22/93) 1030.96   (m)         3382.4    (f) LEVELING    3  
 OZ0633  NGVD 29 (??/??/92) 1029.975  (m)         3379.18   (f) ADJ UNCH    2 0
 OZ0633
 OZ0633.Superseded values are not recommended for survey control.
 OZ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0633.See file dsdata.txt to determine how the superseded data were derived.
 OZ0633
 OZ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ8191103161(NAD 83)
 OZ0633_MARKER: DS = TRIANGULATION STATION DISK
 OZ0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0633_SP_SET: CONCRETE POST
 OZ0633_STAMPING: IDA 80-66 1958
 OZ0633_MARK LOGO: CGS   
 OZ0633_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0633+STABILITY: SURFACE MOTION
 OZ0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0633+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1991
 OZ0633
 OZ0633  HISTORY     - Date     Condition        Report By
 OZ0633  HISTORY     - 1958     MONUMENTED       CGS
 OZ0633  HISTORY     - 1958     GOOD             CGS
 OZ0633  HISTORY     - 1959     GOOD             USGS
 OZ0633  HISTORY     - 1961     GOOD             CGS
 OZ0633  HISTORY     - 1961     GOOD             CGS
 OZ0633  HISTORY     - 1979     GOOD             NGS
 OZ0633  HISTORY     - 1983     GOOD             NGS
 OZ0633  HISTORY     - 19910702 GOOD             NGS
 OZ0633
 OZ0633                          STATION DESCRIPTION
 OZ0633
 OZ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OZ0633'THE STATION IS 14.1 MILES SOUTHEASTERLY ALONG U.S. HIGHWAY
 OZ0633'30 FROM THE JUNCTION WITH GOWEN ROAD (WHICH JUNCTION IS 5.3
 OZ0633'MILES SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 OZ0633'AT THE UNION PACIFIC RAILROAD DEPOT AT THE SOUTH END OF
 OZ0633'CAPITOL AVENUE IN BOISE), 1.35 MILES SOUTHEASTERLY FROM THE
 OZ0633'MAYFIELD JUNCTION, AND ON THE SOUTHWEST SIDE OF THE HIGHWAY
 OZ0633'ABOVE A CUT.  TURN OFF THE HIGHWAY 0.15 MILE BEFORE REACHING
 OZ0633'STATION SITE TO DRIVE UPON BANK ABOVE CUT.
 OZ0633'
 OZ0633'THE SURFACE, UNDERGROUND AND REFERENCE MARK 1 ARE STANDARD
 OZ0633'DISKS SET IN CONCRETE POSTS.
 OZ0633'
 OZ0633'THE STATION MARK, STAMPED IDA 80-66 1958, IS 74 FEET SOUTHWEST
 OZ0633'OF THE EDGE OF THE CUT BANK.
 OZ0633'
 OZ0633'REFERENCE MARK 1 IS STAMPED IDA 80-66 NO 1 1958.
 OZ0633'
 OZ0633'TRIANGULATION STATION NEAL (IDAHO DEPARTMENT OF HIGHWAYS) IS
 OZ0633'REFERENCE MARK 2.  IT IS A BRONZE DISK STAMPED NEAL AND SET
 OZ0633'IN TOP OF A ROUND PRE-CAST CONCRETE POST PROJECTING ABOUT 6
 OZ0633'INCHES.  AND 3 FEET NORTHWEST OF A METAL WITNESS POST.
 OZ0633
 OZ0633                          STATION RECOVERY (1958)
 OZ0633
 OZ0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 OZ0633'5.45 MI NW FROM ORCHARD.
 OZ0633'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0633'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 0.9 MILE NORTHWEST
 OZ0633'ALONG THE HIGHWAY, 139.2 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0633'HIGHWAY, 39.6 FEET SOUTHWEST OF NEAL (ISH), 35.6 FEET NORTHWEST OF
 OZ0633'R.M. 1, 3.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN A
 OZ0633'SQUARE CONCRETE POST PROJECTING 1 INCH.
 OZ0633
 OZ0633                          STATION RECOVERY (1959)
 OZ0633
 OZ0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 OZ0633'STATION MARK--A STANDARD DISK STAMPED---IDA 80-66 1958---, SET IN
 OZ0633'CONCRETE POST.
 OZ0633
 OZ0633                          STATION RECOVERY (1961)
 OZ0633
 OZ0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 OZ0633'STATION AND REFERENCE MARK WERE RECOVERED AND FOUND IN GOOD
 OZ0633'CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE TO
 OZ0633'REACH.  A NEW TO REACH FOLLOWS.
 OZ0633'
 OZ0633'TO REACH THE STATION FROM THE UNION PACIFIC PASSENGER DEPOT
 OZ0633'AT THE SOUTH END OF CAPITOL STREET IN BOISE, GO SOUTHEAST ON
 OZ0633'U.S. HIGHWAY NO. 30 FOR 5.3 MILES TO JUNCTION WITH GOWEN
 OZ0633'ROAD.  CONTINUE SOUTHEAST ON HIGHWAY NO. 30 FOR 13.4 MILES
 OZ0633'TO AN EXIT FROM CONTROLLED ACCESS FOUR LANE HIGHWAY AT SIGN
 OZ0633'MAYFIELD, ORCHARD.  TURN RIGHT ON EXIT AND CONTINUE SOUTHEAST
 OZ0633'FOR 0.2 MILE TO A T-INTERSECTION AT THE SOUTH END OF A HIGHWAY
 OZ0633'OVERPASS.  TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 0.3
 OZ0633'MILE TO A SIDE ROAD ON LEFT.  TURN LEFT AND GO EAST ON TRACK
 OZ0633'ROAD FOR .05 MILES TO A GATE IN A NORTH-SOUTH FENCE.  PASS
 OZ0633'THROUGH GATE, TURN LEFT AND GO NORTHEAST ON TRACK ROAD
 OZ0633'ALONG THE EAST SIDE OF FENCE FOR 0.35 MILES TO HIGHWAY NO.
 OZ0633'30 RIGHT OF WAY FENCE.  TURN RIGHT AND GO SOUTHEAST ON
 OZ0633'SOUTH SIDE OF FENCE IN GRADED FIRE BREAK FOR 0.45 MILE TO
 OZ0633'STATION.
 OZ0633
 OZ0633                          STATION RECOVERY (1961)
 OZ0633
 OZ0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 OZ0633'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND IN
 OZ0633'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 OZ0633'
 OZ0633'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN HOME,
 OZ0633'GO NORTHWEST ON U.S. HIGHWAY 30 FOR 23.0 MILES TO THE THIRD
 OZ0633'OVERPASS AND THE ORCHARD EXIT, TURN RIGHT, THEN LEFT, CROSSING
 OZ0633'THE HIGHWAY, THEN LEFT AGAIN, ENTERING HIGHWAY TOWARD MOUNTAIN
 OZ0633'HOME AND GO SOUTHEAST FOR 0.05 MILE, TURN RIGHT, LEAVING
 OZ0633'HIGHWAY AND CROSS DITCH, THEN FOLLOW RIGHT-OF-WAY FENCE
 OZ0633'SOUTHEASTERLY FOR 0.15 MILE TO THE TOP OF THE HILL AND THE
 OZ0633'STATION ON THE RIGHT JUST WEST OF THE RIGHT-OF-WAY FENCE.
 OZ0633
 OZ0633                          STATION RECOVERY (1979)
 OZ0633
 OZ0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OZ0633'THE STATION MARK REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 OZ0633'CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 OZ0633'TAKEN AT THIS TIME. THE DISTANCES TO THE REFERENCE MARKS
 OZ0633'AGREED WITH THE PREVIOUS DATA.  REFERENCE MARK 1 WAS
 OZ0633'FOUND TO BE 10.860 METERS, 35.63 FEET.  REFERENCE MARK 2 WAS
 OZ0633'FOUND TO BE 15.782 METERS, 51.78 FEET.  REFERENCE MARK 1 TO
 OZ0633'REFERENCE MARK 2 WAS FOUND TO BE 15.782 METERS, 51.78 FEET.  THE
 OZ0633'1958 DESCRIPTION STATES THERE IS AN UNDERGROUND MARK.
 OZ0633'
 OZ0633'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 33,
 OZ0633'T1N, R4E, 23 MILES NORTHWEST OF MOUNTAIN HOME, 18 MILES
 OZ0633'SOUTHEAST OF BOISE, ALONG THE WEST SIDE OF
 OZ0633'INTERSTATE 80N, 0.7 MILE SOUTH OF THE ORCHARD MAYFIELD
 OZ0633'MAYFIELD ROAD(EXIT 71) AND ON PROPERTY OWNED BY THE BUREAU OF
 OZ0633'LAND MANAGEMENT.
 OZ0633'
 OZ0633'TO REACH THE STATION FROM THE ORCHARD MAYFIELD OVERPASS OVER
 OZ0633'INTERSTATE 80N (EXIT 71) OG SOUTH ON INTERSTATE 80N FOR
 OZ0633'0.55 MILE.  TURN RIGHT ACROSS THE SHOULDER AND THEN LEFT JUST
 OZ0633'BEFORE THE FENCE AND GO SOUTH ALONG THE FENCE FOR 0.15 MILE
 OZ0633'TO THE STATION ON THE RIGHT AND WEST OF THE FENCE.
 OZ0633'
 OZ0633'THE STATION IS A STANDARD CGS DISK
 OZ0633'STAMPED---IDA 80 66 1958---,
 OZ0633'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OZ0633'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 OZ0633'12.5 METERS WEST FROM THE ROAD RIGHT OF WAY FENCE.
 OZ0633'1 METERS SOUTHWEST FROM A METAL WITNESS POST.
 OZ0633'12.1 METERS WEST FROM A METAL WITNESS POST.
 OZ0633'
 OZ0633'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OZ0633'STAMPED---IDA 80 66 NO 1 1958---,
 OZ0633'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OZ0633'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 OZ0633'12.0 METERS WEST FROM THE RIGHT OF WAY FENCE.
 OZ0633'15.0 METERS SOUTHWEST FROM A METAL WITNESS POST.
 OZ0633'11.6 METERS SOUTH FROM A METAL WITNESS POST.
 OZ0633'MARK IS LEVEL WITH STATION.
 OZ0633'
 OZ0633'REFERENCE MARK NUMBER 02 IS A STANDARD IDDH DISK
 OZ0633'STAMPED---NEAL---,
 OZ0633'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 OZ0633'PROJECTING 17 CM ABOVE THE GROUND.  IT IS LOCATED
 OZ0633'0.44 METERS WEST FROM THE RIGHT OF WAY FENCE.
 OZ0633'1 METERS NORTH FROM A METAL WITNESS POST.
 OZ0633'MARK IS LEVEL WITH STATION.
 OZ0633'
 OZ0633'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0000 METERS.
 OZ0633
 OZ0633                          STATION RECOVERY (1983)
 OZ0633
 OZ0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0633'RECOVERED IN GOOD CONDITION.
 OZ0633
 OZ0633                          STATION RECOVERY (1991)
 OZ0633
 OZ0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OZ0633'THE STATION REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 OZ0633'MEASUREMENT TO REFERENCE MARK 1 AGREED TO THE 1958 DATA. MEASUREMENT
 OZ0633'TO REFERENCE MARK 2 DIFFERED .007 METERS AND APPEARS TO HAVE BEEN
 OZ0633'DISTURBED AND IS LEANING ABOUT 2 DEGREES.  STATION WAS NOT OCCUPIED
 OZ0633'AT THIS DATE. STATION NEAL WAS USED FOR REFERENCE MARK 2.
 OZ0633'STATION IS LOCATED ABOUT 30 KM (18.6 MI) NORTHWEST OF MOUNTAIN HOME,
 OZ0633'28.4 KM (17.6 MI) SOUTHEAST OF BOISE, 1.10 KM (0.68 MI) SOUTHEAST OF
 OZ0633'EXIT 71 (MAYFIELD ORCHARD) ALONG THE SOUTH SIDE OF THE EAST-BOUND
 OZ0633'LANES AND JUST PASS THE ON RAMP TO THE EAST BOUND LANES OF INTERSTATE
 OZ0633'84. OWNERSHIP--BUREAU OF LAND MANAGEMENT.
 OZ0633'TO REACH FROM THE OVERPASS AT EXIT 57 (IDAHO CITY, GOWEN ROAD), WHICH
 OZ0633'IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHEAST OF BOISE ON THE EAST BOUND
 OZ0633'LANES OF INTERSTATE 84. GO SOUTHEAST FOR 10.65 KM (6.62 MI) ON
 OZ0633'INTERSTATE 84 EAST TO EXIT 64 (BLACKS KUNA-CREEK ROAD) OVERPASS,
 OZ0633'CONTINUE AHEAD SOUTHEAST 16.08 KM (9.99 MI) TO  EXIT 71 (MAYFIELD
 OZ0633'ORCHARD) UNDERPASS. CONTINUE AHEAD 0.75 KM (0.47 MI) TO THE STATION
 OZ0633'ON RIGHT LOCATED ABOUT 4 M (13.1 FT) HIGHER THAN AND ABOUT 39 M
 OZ0633'(128.0 FT) SOUTHWEST OF INTERSTATE 84 EAST BOUND LANES.
 OZ0633'THE STATION IS LOCATED 12.5 M (41.0 FT)  SOUTHWEST OF THE INTERSTATE
 OZ0633'RIGHT-OF-WAY FENCELINE, 12.1 M (39.7 FT) SOUTHWEST OF STATE HIGHWAY
 OZ0633'MARK NEAL, 10.9 M (35.8 FT) WEST OF REFERENCE MARK 1 AND 0.9 M
 OZ0633'(3.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 OZ0633'STATION IS SET IN  A 30-CM X 30-CM SQUARE CONCRETE POST FLUSH IN
 OZ0633'GROUND.
 OZ0633'NOTE--THIS STATION WAS NOT OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0632 ***********************************************************************
 OZ0632  DESIGNATION -  IDA 80 66 RM 1
 OZ0632  PID         -  OZ0632
 OZ0632  STATE/COUNTY-  ID/ADA
 OZ0632  USGS QUAD   -  MAYFIELD (1990)
 OZ0632
 OZ0632                         *CURRENT SURVEY CONTROL
 OZ0632  ___________________________________________________________________
 OZ0632* NAD 83(1986)-  43 22 37.     (N)    115 59 18.     (W)     SCALED    
 OZ0632* NAVD 88     -      1030.858  (meters)    3382.07   (feet)  ADJUSTED  
 OZ0632  ___________________________________________________________________
 OZ0632  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 OZ0632  DYNAMIC HT  -        1030.394 (meters)    3380.55  (feet)  COMP
 OZ0632  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 OZ0632
 OZ0632  VERT ORDER  -  SECOND    CLASS 0
 OZ0632
 OZ0632.The horizontal coordinates were scaled from a topographic map and have
 OZ0632.an estimated accuracy of +/- 6 seconds.
 OZ0632
 OZ0632.The orthometric height was determined by differential leveling
 OZ0632.and adjusted by the National Geodetic Survey in June 1991..
 OZ0632
 OZ0632.The geoid height was determined by GEOID03.
 OZ0632
 OZ0632.The dynamic height is computed by dividing the NAVD 88
 OZ0632.geopotential number by the normal gravity value computed on the
 OZ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0632.degrees latitude (g = 980.6199 gals.).
 OZ0632
 OZ0632.The modeled gravity was interpolated from observed gravity values.
 OZ0632
 OZ0632;                    North         East    Units  Estimated Accuracy
 OZ0632;SPC ID W     -   190,000.      780,690.      MT  (+/- 180 meters Scaled)
 OZ0632
 OZ0632                          SUPERSEDED SURVEY CONTROL
 OZ0632
 OZ0632  NGVD 29 (??/??/92) 1029.874  (m)         3378.84   (f) ADJ UNCH    2 0
 OZ0632
 OZ0632.Superseded values are not recommended for survey control.
 OZ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0632.See file dsdata.txt to determine how the superseded data were derived.
 OZ0632
 OZ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ819031(NAD 83)
 OZ0632_MARKER: DR = REFERENCE MARK DISK
 OZ0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0632_SP_SET: CONCRETE POST
 OZ0632_STAMPING: IDA 80-66 N0 1 1958
 OZ0632_MARK LOGO: CGS   
 OZ0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0632+STABILITY: SURFACE MOTION
 OZ0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0632+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1991
 OZ0632
 OZ0632  HISTORY     - Date     Condition        Report By
 OZ0632  HISTORY     - 1958     MONUMENTED       CGS
 OZ0632  HISTORY     - 1983     GOOD             NGS
 OZ0632  HISTORY     - 19910702 GOOD             NGS
 OZ0632
 OZ0632                          STATION DESCRIPTION
 OZ0632
 OZ0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OZ0632'5.45 MI NW FROM ORCHARD.
 OZ0632'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0632'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 0.9 MILE NORTHWEST
 OZ0632'ALONG THE HIGHWAY, 139.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0632'HIGHWAY, 35.6 FEET SOUTHEAST OF THE STATION MARK, SET IN A SQUARE
 OZ0632'CONCRETE POST FLUSH WITH THE GROUND.
 OZ0632
 OZ0632                          STATION RECOVERY (1983)
 OZ0632
 OZ0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0632'RECOVERED IN GOOD CONDITION.
 OZ0632
 OZ0632                          STATION RECOVERY (1991)
 OZ0632
 OZ0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OZ0632'STATION IS LOCATED ABOUT 30 KM (18.6 MI) NORTHWEST OF MOUNTAIN HOME,
 OZ0632'28.4 KM (17.6 MI) SOUTHEAST OF BOISE, 1.10 KM (0.68 MI) SOUTHEAST OF
 OZ0632'EXIT 71 (MAYFIELD ORCHARD) ALONG THE SOUTH SIDE OF THE EAST-BOUND
 OZ0632'LANES AND JUST PASS THE ON RAMP TO THE EAST BOUND LANES OF INTERSTATE
 OZ0632'84. OWNERSHIP--BUREAU OF LAND MANAGEMENT.
 OZ0632'TO REACH FROM THE OVERPASS AT EXIT 57 (IDAHO CITY, GOWEN ROAD), WHICH
 OZ0632'IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHEAST OF BOISE ON THE EAST BOUND
 OZ0632'LANES OF INTERSTATE 84. GO SOUTHEAST FOR 10.65 KM (6.62 MI) ON
 OZ0632'INTERSTATE 84 EAST TO EXIT 64 (BLACKS KUNA-CREEK ROAD) OVERPASS,
 OZ0632'CONTINUE AHEAD SOUTHEAST 16.08 KM (9.99 MI) TO  EXIT 71 (MAYFIELD
 OZ0632'ORCHARD) UNDERPASS. CONTINUE AHEAD 0.75 KM (0.47 MI) TO THE STATION
 OZ0632'ON RIGHT LOCATED ABOUT 4 M (13.1 FT) HIGHER THAN AND ABOUT 39 M
 OZ0632'(128.0 FT) SOUTHWEST OF INTERSTATE 84 EAST BOUND LANES.
 OZ0632'THE STATION IS LOCATED 12.1 M (39.7 FT)  SOUTHWEST OF THE INTERSTATE
 OZ0632'RIGHT-OF-WAY FENCELINE, 11.0 M (36.1 FT) EAST OF A FIBERGLASS WITNESS
 OZ0632'POST AND 10.9 M (35.8 FT) EAST OF TRIANGULATION STATION IDA 80 66.
 OZ0632'STATION IS SET IN  A 30-CM X 30-CM SQUARE CONCRETE POST PROJECTING
 OZ0632'5-CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0620 ***********************************************************************
 OZ0620  DESIGNATION -  IDA 80 67
 OZ0620  PID         -  OZ0620
 OZ0620  STATE/COUNTY-  ID/ELMORE
 OZ0620  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0620
 OZ0620                         *CURRENT SURVEY CONTROL
 OZ0620  ___________________________________________________________________
 OZ0620* NAD 83(1992)-  43 19 44.89205(N)    115 56 14.91517(W)     ADJUSTED  
 OZ0620* NAVD 88     -      1004.461  (meters)    3295.47   (feet)  ADJUSTED  
 OZ0620  ___________________________________________________________________
 OZ0620  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 OZ0620  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 OZ0620  DYNAMIC HT  -        1004.017 (meters)    3294.01  (feet)  COMP
 OZ0620  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 OZ0620
 OZ0620  HORZ ORDER  -  SECOND
 OZ0620  VERT ORDER  -  FIRST     CLASS II
 OZ0620
 OZ0620.The horizontal coordinates were established by classical geodetic methods
 OZ0620.and adjusted by the National Geodetic Survey in July 1992..
 OZ0620
 OZ0620.The orthometric height was determined by differential leveling
 OZ0620.and adjusted by the National Geodetic Survey in June 1991..
 OZ0620
 OZ0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0620
 OZ0620.The geoid height was determined by GEOID03.
 OZ0620
 OZ0620.The dynamic height is computed by dividing the NAVD 88
 OZ0620.geopotential number by the normal gravity value computed on the
 OZ0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0620.degrees latitude (g = 980.6199 gals.).
 OZ0620
 OZ0620.The modeled gravity was interpolated from observed gravity values.
 OZ0620
 OZ0620;                    North         East     Units Scale Factor Converg.
 OZ0620;SPC ID W     -   184,676.861   784,795.851   MT  0.99993618   -0 07 43.1
 OZ0620;UTM  11      - 4,797,914.027   586,141.145   MT  0.99969128   +0 43 44.9
 OZ0620
 OZ0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0620!SPC ID W     -   0.99984506  x   0.99993618  =   0.99978125
 OZ0620!UTM  11      -   0.99984506  x   0.99969128  =   0.99953639
 OZ0620
 OZ0620|---------------------------------------------------------------------|
 OZ0620| PID    Reference Object                     Distance      Geod. Az  |
 OZ0620|                                                           dddmmss.s |
 OZ0620| OZ0621 HWY 30 STA 1314+88.2                106.680 METERS 04620     |
 OZ0620| OZ0619 HWY 30 STA 1316+05 126.73            17.136 METERS 05347     |
 OZ0620| OZ0615 IDA 80 68                           APPROX. 5.0 KM 1414950.6 |
 OZ0620| OH1306 ORCHARD WATER TANK                  APPROX. 7.5 KM 2580830.7 |
 OZ0620| OZ1059 HWY 30 STA 1316+05 190.09            11.451 METERS 33111     |
 OZ0620|---------------------------------------------------------------------|
 OZ0620
 OZ0620                          SUPERSEDED SURVEY CONTROL
 OZ0620
 OZ0620  NAD 83(1986)-  43 19 44.89279(N)    115 56 14.91061(W) AD(       ) 2
 OZ0620  NAD 27      -  43 19 45.27493(N)    115 56 11.55346(W) AD(       ) 2
 OZ0620  NGVD 29 (??/??/92) 1003.494  (m)         3292.30   (f) ADJ UNCH    1 2
 OZ0620
 OZ0620.Superseded values are not recommended for survey control.
 OZ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0620.See file dsdata.txt to determine how the superseded data were derived.
 OZ0620
 OZ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8614197914(NAD 83)
 OZ0620_MARKER: DE = TRAVERSE STATION DISK
 OZ0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0620_STAMPING: IDA 80 67 1958
 OZ0620_MARK LOGO: CGS   
 OZ0620_PROJECTION: FLUSH
 OZ0620_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0620+STABILITY: SURFACE MOTION
 OZ0620
 OZ0620  HISTORY     - Date     Condition        Report By
 OZ0620  HISTORY     - 1958     MONUMENTED       CGS
 OZ0620  HISTORY     - 1959     GOOD             NGS
 OZ0620  HISTORY     - 19821109 GOOD             NGS
 OZ0620  HISTORY     - 1983     GOOD             NGS
 OZ0620
 OZ0620                          STATION DESCRIPTION
 OZ0620
 OZ0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OZ0620'THE STATION IS ABOUT 19 MILES SOUTHEAST U.S. HIGHWAY 30
 OZ0620'FROM GOWEN FIELD JUNCTION, WHICH IS ON THE EAST SIDE OF BOISE,
 OZ0620'2-1/2 MILES NORTHEAST OF THE ORCHARD RAILROAD SIDING AND ON
 OZ0620'THE SOUTHWEST SIDE OF THE HIGHWAY IN A FLAT SAGE AND GRASS
 OZ0620'COVERED AREA.
 OZ0620'
 OZ0620'TO REACH FROM THE UNION PACIFIC RAILROAD DEPOT AT BOISE GO
 OZ0620'SOUTHEAST ALONG U.S. HIGHWAY 30 FOR 17.1 MILES TO THE MAYFIELD
 OZ0620'JUNCTION.  CONTINUE ON, STRAIGHT AHEAD, ON THE HIGHWAY FOR
 OZ0620'5.2 MILES TO THE STATION ON THE RIGHT.
 OZ0620'
 OZ0620'THE STATION AND UNDERGROUND MARK, STAMPED IDA 80-67 1958, ARE
 OZ0620'STANDARD TRAVERSE DISKS SET IN A CONCRETE POST PROJECTING 3
 OZ0620'INCHES.  THE STATION IS ABOUT 150.0 FEET SOUTHWEST OF THE
 OZ0620'CENTERLINE OF THE HIGHWAY, 50.0 FEET NORTHWEST OF THE CENTERLINE OF
 OZ0620'A DIRT ROAD AND ABOUT LEVEL WITH THE HIGHWAY.
 OZ0620'
 OZ0620'R.M. 2, ESTABLISHED BY THE IDAHO DEPT. OF PUBLIC WORKS,
 OZ0620'STAMPED P.O.S.L. STA. 1316 + 05 DIST. 190.09 FT P.O.T. STA
 OZ0620'1314 + 88 DIST. 130 FT, IS A BRONZE DISK SET IN THE TOP OF
 OZ0620'A CONCRETE POST PROJECTING 6 INCHES.  THE MARK IS 1 INCH
 OZ0620'SOUTHEAST OF A METAL WITNESS POST.
 OZ0620'
 OZ0620'R.M. 1, ESTABLISHED BY THE IDAHO DEPT. OF PUBLIC WORKS,
 OZ0620'STAMPED P.O.S.L. STA. 1316 + 05 DIST. 126.73 FT, IS A BRONZE
 OZ0620'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 OZ0620'THE MARK IS 1 INCH NORTHEAST OF A METAL WITNESS POST.
 OZ0620'
 OZ0620'P.O.T., ESTABLISHED BY THE IDAHO DEPT. OF PUBLIC WORKS,
 OZ0620'STAMPED P.O.T. STA. 1314 + 88.20 DIST 250 FT ELEV 3294.55,
 OZ0620'IS A BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 OZ0620'4 INCHES.  THE MARK IS ABOUT 350.0 FEET NORTHEAST OF THE
 OZ0620'STATION, AND 1 INCH SOUTH OF A METAL WITNESS POST.
 OZ0620
 OZ0620                          STATION RECOVERY (1959)
 OZ0620
 OZ0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OZ0620'7.65 MI SE FROM ORCHARD.
 OZ0620'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM ORCHARD RAILROAD SIDING
 OZ0620'ON THE UNION PACIFIC RAILROAD TO THE JUNCTION WITH U.S. HIGHWAY 30,
 OZ0620'THENCE 3.2 MILES SOUTHEAST ALONG THE HIGHWAY, 156 FEET SOUTHWEST FROM
 OZ0620'THE CENTER LINE OF THE HIGHWAY, 50 FEET NORTHWEST OF THE CENTER LINE
 OZ0620'OF A DIRT ROAD, 37.6 FEET SOUTHWEST OF A MARK OF THE IDAHO DEPT. OF
 OZ0620'PUBLIC WORKS (POSL 1316 05), AND 56.2 FEET FROM ANOTHER PUBLIC WORKS
 OZ0620'MARK (POSL 1316 05) TO THE NORTHEAST.  SET IN A 12 INCH SQUARE
 OZ0620'CONCRETE POST PROJECTING 2 INCH ABOVE GROUND LEVEL, 5.6 FEET WEST FROM
 OZ0620'A METAL WITNESS POST WITH SIGN.
 OZ0620
 OZ0620                          STATION RECOVERY (1982)
 OZ0620
 OZ0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OZ0620'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 OZ0620'FOUND DESTROYED.  REFERENCE MARK 1 WAS RECOVERED BUT SOME OF THE
 OZ0620'NUMBERS HAD BEEN GROUND OFF AND HAD BEEN RESTAMPED.  THE ANGLE AND
 OZ0620'DISTANCE TO THIS MARK INDICATES THAT THE POINT ON DISK MARKING THE
 OZ0620'POSITION HAS ALSO BEEN CHANGES.  THE AZIMUTH DIFFERS SEVERAL MINUTES
 OZ0620'AND THE DISTANCE DIFFERS BY .016 METERS.  (0.052 FT) REFERENCE MARK 3
 OZ0620'WAS ESTABLISHED AT THIS TIME.  STATION POT STA 1314 PLUS 88.20 IDDPW
 OZ0620'WHICH WAS USED AS A SHORT AZIMUTH MARK WAS ALSO RECOVERED, HOWEVER ON
 OZ0620'IT ALSO SOME OF THE NUMBERS HAVE BEEN GROUND OFF AND RESTAMPED.  THE
 OZ0620'AZIMUTH TO THIS MARK ALSO DIFFERS BY SEVERAL MINUTES.  THE DISTANCE
 OZ0620'WAS NOT CHECKED.
 OZ0620' 
 OZ0620'THE STATION IS LOCATED ABOUT 30.4 KM (18.90 MI) SE OF BOISE ABOUT 4 KM
 OZ0620'(2.50 MI) NE OF ORCHARD AND ON PROPERTY OWNED BY ERNEST LEWONDOWSKI
 OZ0620'MAYFIELD STAGE, BOISE ID 83707.  TO REACH THE STATION FROM THE SIMCO
 OZ0620'OFF RAMP ON INTERSTATE 84 GO WESTERLY 1.7 KM (1.05 MI) TO THE
 OZ0620'LEWONDOWSKI RESIDENCE ON THE LEFT, TURN LEFT GOING BETWEEN BARN AND
 OZ0620'TWO MOBILE HOME THEN FOLLW ROAD ALONG LANDIING STRIP 1.4 KM (0.85 MI)
 OZ0620'TO FREEWAY RIGHT OF WAY FENCE AND THE STATION.
 OZ0620' 
 OZ0620'STATION IS A STANDARD TRAVERSE DISK STAMPED---IDA 80 67 1958---, SET
 OZ0620'INTO THE TOP OF A SQUARE CONCRETE MONUMENT (30 CM) IN DIAMETER,
 OZ0620'PROJECTING, 3 CM ABOVE THE GROUND.  THE STATION IS LOCATED 17.0 METERS
 OZ0620'(55.8 FT) W FROM I 84 RIGHT OF WAY FENCE, 8.0 METERS (26.2 FT) W FROM
 OZ0620'A TRACK ROAD, 2.1 METERS (6.9 FT) N FROM A METAL WITNESS POST, 0.3
 OZ0620'METERS (1.0 FT) S FROM A FIBERGLASS WITNESS POST.
 OZ0620' 
 OZ0620'REFERENCE MARK NO 4, IS A IDAHO DEPARTMENT OF HIGHWAYS DISK THAT IS
 OZ0620'NOW STAMPED---POSL STA 1316 + 45 48 152 FT---, SET INTO THE TOP OF A
 OZ0620'ROUND CONCRETE MONUMENT, 12 CM IN DIAMETER, PROJECTING 3 CM ABOVE THE
 OZ0620'GROUND.  THE STATION IS LOCATED 0.2 METERS (0.7 FT) SE FROM A WOODEN
 OZ0620'WITNESS POST, 30 METERS (98.4 FT) W FROM THE W EDGE OF S BOUND LANE OF
 OZ0620'I 84.
 OZ0620' 
 OZ0620'REFERENCE MARK NO 3, IS A STANDARD.  NGS DISK STAMPED---IDA 80 67 1958
 OZ0620'NO 3 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 OZ0620'DIAMETER, PROJECTING 5 CM ABOVE THE GROUND.  THE STATION IS LOCATED 30
 OZ0620'METERS (98.4 FT) W FROM THE W EDGE OF S BOUND LANE OF I 84, 0.4 METERS
 OZ0620'(1.3 FT) W FROM RIGHT OF WAY FENCE, 0.3 METERS (1.0 FT) W FROM A
 OZ0620'WITNESS POST AND 0.2 METERS (0.7 FT) HIGHER THAN THE STATION.
 OZ0620
 OZ0620                          STATION RECOVERY (1983)
 OZ0620
 OZ0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0620'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.2 KM
 OZ0620'(11.3 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0620'PACIFIC RAILROAD OVERPASS AT MOUNTAIN HOME, THENCE 12.4 KM (7.7 MI)
 OZ0620'NORTHWEST ALONG INTERSTATE 84, AT THE NORTHEAST EDGE OF A LARGE PLOWED
 OZ0620'FIELD, 0.55 KM (0.35 MI) NORTHWEST OF MILEPOST 76, 48.0 METERS
 OZ0620'(158 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES,
 OZ0620'27.0 METERS (89 FT) WEST OF RM 3, 18.0 METERS (59 FT) SOUTHWEST OF BM
 OZ0620'POSL 1316+45 48 152 IDPWD, 18.0 METERS (59 FT) SOUTHWEST OF THE RIGHT
 OZ0620'OF WAY FENCE, 8.5 METERS (28 FT) SOUTHWEST OF THE CENTER OF A TRACK
 OZ0620'ROAD PARALLELING THE RIGHT OF WAY FENCE.
 OZ0620'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 OZ0620'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0813 ***********************************************************************
 OZ0813  DESIGNATION -  IDA 80 67 RM 3
 OZ0813  PID         -  OZ0813
 OZ0813  STATE/COUNTY-  ID/ELMORE
 OZ0813  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0813
 OZ0813                         *CURRENT SURVEY CONTROL
 OZ0813  ___________________________________________________________________
 OZ0813* NAD 83(1986)-  43 19 45.     (N)    115 56 15.     (W)     SCALED    
 OZ0813* NAVD 88     -      1004.623  (meters)    3296.00   (feet)  ADJUSTED  
 OZ0813  ___________________________________________________________________
 OZ0813  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 OZ0813  DYNAMIC HT  -        1004.178 (meters)    3294.54  (feet)  COMP
 OZ0813  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 OZ0813
 OZ0813  VERT ORDER  -  FIRST     CLASS II
 OZ0813
 OZ0813.The horizontal coordinates were scaled from a topographic map and have
 OZ0813.an estimated accuracy of +/- 6 seconds.
 OZ0813
 OZ0813.The orthometric height was determined by differential leveling
 OZ0813.and adjusted by the National Geodetic Survey in June 1991..
 OZ0813
 OZ0813.The geoid height was determined by GEOID03.
 OZ0813
 OZ0813.The dynamic height is computed by dividing the NAVD 88
 OZ0813.geopotential number by the normal gravity value computed on the
 OZ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0813.degrees latitude (g = 980.6199 gals.).
 OZ0813
 OZ0813.The modeled gravity was interpolated from observed gravity values.
 OZ0813
 OZ0813;                    North         East    Units  Estimated Accuracy
 OZ0813;SPC ID W     -   184,680.      784,790.      MT  (+/- 180 meters Scaled)
 OZ0813
 OZ0813                          SUPERSEDED SURVEY CONTROL
 OZ0813
 OZ0813.No superseded survey control is available for this station.
 OZ0813
 OZ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH861979(NAD 83)
 OZ0813_MARKER: DR = REFERENCE MARK DISK
 OZ0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0813_SP_SET: CONCRETE POST
 OZ0813_STAMPING: IDA 80 67 1958 NO 3 1982
 OZ0813_MARK LOGO: NGS   
 OZ0813_PROJECTION: FLUSH
 OZ0813_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0813+STABILITY: SURFACE MOTION
 OZ0813
 OZ0813  HISTORY     - Date     Condition        Report By
 OZ0813  HISTORY     - 1982     MONUMENTED       NGS
 OZ0813  HISTORY     - 1983     GOOD             NGS
 OZ0813
 OZ0813                          STATION DESCRIPTION
 OZ0813
 OZ0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OZ0813'REFERENCE MARK NO 3, IS A STANDARD.  NGS DISK STAMPED---IDA 80 67 1958
 OZ0813'NO 3 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 OZ0813'DIAMETER, PROJECTING 5 CM ABOVE THE GROUND.  THE STATION IS LOCATED 30
 OZ0813'METERS (98.4 FT) W FROM THE W EDGE OF S BOUND LANE OF I 84, 0.4 METERS
 OZ0813'(1.3 FT) W FROM RIGHT OF WAY FENCE, 0.3 METERS (1.0 FT) W FROM A
 OZ0813'WITNESS POST AND 0.2 METERS (0.7 FT) HIGHER THAN THE STATION.
 OZ0813
 OZ0813                          STATION RECOVERY (1983)
 OZ0813
 OZ0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0813'30.6 KM (19.0 MI) NW FROM MOUNTAIN HOME.
 OZ0813'18.2 KM (11.3 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM
 OZ0813'THE UNION PACIFIC RAILROAD OVERPASS AT MOUNTAIN HOME, THENCE 12.4 KM
 OZ0813'(7.7 MI) NORTHWEST ALONG INTERSTATE 84, IN THE RIGHT OF WAY FENCE LINE
 OZ0813'AT THE NORTHEAST EDGE OF A PLOWED FIELD, 0.55 KM (0.35 MI) NORTHWEST
 OZ0813'OF MILEPOST 76, 31.0 METERS (102 FT) SOUTHWEST OF THE CENTERLINE OF
 OZ0813'THE EASTBOUND LANES, 27.0 METERS (89 FT) EAST OF THE STATION, 19.5
 OZ0813'METERS (64 FT) SOUTHEAST OF BM POSL 1316+45 48 152 IDPWD, 6.5 METERS
 OZ0813'(21 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD PARALLELING THE RIGHT
 OZ0813'OF WAY FENCE, 0.5 METER (1.5 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 OZ0813'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 OZ0813'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0615 ***********************************************************************
 OZ0615  DESIGNATION -  IDA 80 68
 OZ0615  PID         -  OZ0615
 OZ0615  STATE/COUNTY-  ID/ELMORE
 OZ0615  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0615
 OZ0615                         *CURRENT SURVEY CONTROL
 OZ0615  ___________________________________________________________________
 OZ0615* NAD 83(1992)-  43 17 38.17537(N)    115 53 58.57513(W)     ADJUSTED  
 OZ0615* NAVD 88     -       991.041  (meters)    3251.44   (feet)  ADJUSTED  
 OZ0615  ___________________________________________________________________
 OZ0615  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 OZ0615  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 OZ0615  DYNAMIC HT  -         990.606 (meters)    3250.01  (feet)  COMP
 OZ0615  MODELED GRAV-     980,147.3   (mgal)                       NAVD 88
 OZ0615
 OZ0615  HORZ ORDER  -  SECOND
 OZ0615  VERT ORDER  -  FIRST     CLASS II
 OZ0615
 OZ0615.The horizontal coordinates were established by classical geodetic methods
 OZ0615.and adjusted by the National Geodetic Survey in July 1992..
 OZ0615
 OZ0615.The orthometric height was determined by differential leveling
 OZ0615.and adjusted by the National Geodetic Survey in June 1991..
 OZ0615
 OZ0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0615
 OZ0615.The geoid height was determined by GEOID03.
 OZ0615
 OZ0615.The dynamic height is computed by dividing the NAVD 88
 OZ0615.geopotential number by the normal gravity value computed on the
 OZ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0615.degrees latitude (g = 980.6199 gals.).
 OZ0615
 OZ0615.The modeled gravity was interpolated from observed gravity values.
 OZ0615
 OZ0615;                    North         East     Units Scale Factor Converg.
 OZ0615;SPC ID W     -   180,760.346   787,860.248   MT  0.99993515   -0 06 09.3
 OZ0615;UTM  11      - 4,794,044.744   589,263.059   MT  0.99969801   +0 45 16.7
 OZ0615
 OZ0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0615!SPC ID W     -   0.99984715  x   0.99993515  =   0.99978231
 OZ0615!UTM  11      -   0.99984715  x   0.99969801  =   0.99954521
 OZ0615
 OZ0615|---------------------------------------------------------------------|
 OZ0615| PID    Reference Object                     Distance      Geod. Az  |
 OZ0615|                                                           dddmmss.s |
 OZ0615| OZ0616 HWY 30 STA 1479+33.91 129.13         18.528 METERS 05658     |
 OZ0615| OZ0609 IDA 80 69                           APPROX. 6.2 KM 1415200.5 |
 OZ0615| OZ0614 HWY 30 STA 1479+33.91 193.7          11.266 METERS 33816     |
 OZ0615|---------------------------------------------------------------------|
 OZ0615
 OZ0615                          SUPERSEDED SURVEY CONTROL
 OZ0615
 OZ0615  NAD 83(1986)-  43 17 38.17603(N)    115 53 58.57043(W) AD(       ) 2
 OZ0615  NAD 27      -  43 17 38.55980(N)    115 53 55.22424(W) AD(       ) 2
 OZ0615  NGVD 29 (??/??/92)  990.097  (m)         3248.34   (f) ADJ UNCH    1 2
 OZ0615
 OZ0615.Superseded values are not recommended for survey control.
 OZ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0615.See file dsdata.txt to determine how the superseded data were derived.
 OZ0615
 OZ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8926394045(NAD 83)
 OZ0615_MARKER: DE = TRAVERSE STATION DISK
 OZ0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0615_STAMPING: IDA 80-68 1958
 OZ0615_MARK LOGO: CGS   
 OZ0615_PROJECTION: PROJECTING 10 CENTIMETERS
 OZ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0615+STABILITY: SURFACE MOTION
 OZ0615
 OZ0615  HISTORY     - Date     Condition        Report By
 OZ0615  HISTORY     - 1958     MONUMENTED       CGS
 OZ0615  HISTORY     - 1959     GOOD             NGS
 OZ0615  HISTORY     - 1983     GOOD             NGS
 OZ0615
 OZ0615                          STATION DESCRIPTION
 OZ0615
 OZ0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OZ0615'THE STATION IS 22.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 30
 OZ0615'FROM GOWEN FIELD JUNCTION, WHICH IS ON THE EAST SIDE OF BOISE,
 OZ0615'15.6 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 OZ0615'OF U.S. HIGHWAY 30 AND STATE HIGHWAY 68 AT MOUNTAIN HOME,
 OZ0615'200.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 350.0
 OZ0615'FEET WEST OF MILE POLE 87 AND ON THE SOUTHWEST SIDE OF THE
 OZ0615'HIGHWAY.
 OZ0615'
 OZ0615'THE STATION AND UNDERGROUND MARK, STAMPED IDA 80-68 1958,
 OZ0615'ARE STANDARD TRAVERSE DISKS SET IN A CONCRETE POST PROJECTING
 OZ0615'ABOUT 3 INCHES.
 OZ0615'
 OZ0615'REFERENCE MARK NO. 1 IS A IDAHO DEPT. OF PUBLIC WORKS BRONZE
 OZ0615'DISK STAMPED, P.O.S.L. STA. 1479 + 33.91 DIST. 129.13, AND
 OZ0615'IS SET IN THE TOP OF A PRECAST CONCRETE POST.
 OZ0615'
 OZ0615'REFERENCE MARK NO. 2 IS A IDAHO DEPT. OF PUBLIC WORKS BRONZE
 OZ0615'DISK STAMPED, P.O.S.L. STA. 1479 + 33.91 DIST. 193.71, AND
 OZ0615'IS SET IN THE TOP OF A PRECAST CONCRETE POST.
 OZ0615
 OZ0615                          STATION RECOVERY (1959)
 OZ0615
 OZ0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OZ0615'10.6 MI SE FROM ORCHARD.
 OZ0615'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0615'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 6.15 MILES SOUTHEAST
 OZ0615'ALONG THE HIGHWAY, 161.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0615'HIGHWAY, 60.11 FEET SOUTHWEST OF 1479 + 33.91, 37.0 FEET SOUTH OF 1479
 OZ0615'+ 33.91, 4.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN A
 OZ0615'CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 OZ0615
 OZ0615                          STATION RECOVERY (1983)
 OZ0615
 OZ0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0615'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.2 KM
 OZ0615'(11.3 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0615'PACIFIC RAILROAD OVERPASS AT MOUNTAIN HOME, THENCE 7.4 KM (4.6 MI)
 OZ0615'NORTHWEST ALONG INTERSTATE 84, AT THE TOP OF A LOW CUT, 0.35 KM
 OZ0615'(0.25 MI) NORTHWEST OF MILEPOST 79, 54.0 METERS (177 FT) SOUTHWEST OF
 OZ0615'THE CENTERLINE OF THE EASTBOUND LANES, 20.0 METERS (66 FT) SOUTHWEST
 OZ0615'OF THE RIGHT OF WAY FENCE.
 OZ0615'THE MARK IS 1.2 METERS  S FROM A WITNESS POST.
 OZ0615'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0609 ***********************************************************************
 OZ0609  DESIGNATION -  IDA 80 69
 OZ0609  PID         -  OZ0609
 OZ0609  STATE/COUNTY-  ID/ELMORE
 OZ0609  USGS QUAD   -  MAYFIELD SE (1990)
 OZ0609
 OZ0609                         *CURRENT SURVEY CONTROL
 OZ0609  ___________________________________________________________________
 OZ0609* NAD 83(1992)-  43 15 00.24237(N)    115 51 08.99857(W)     ADJUSTED  
 OZ0609* NAVD 88     -       999.057  (meters)    3277.74   (feet)  ADJUSTED  
 OZ0609  ___________________________________________________________________
 OZ0609  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 OZ0609  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 OZ0609  DYNAMIC HT  -         998.624 (meters)    3276.32  (feet)  COMP
 OZ0609  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 OZ0609
 OZ0609  HORZ ORDER  -  FIRST
 OZ0609  VERT ORDER  -  FIRST     CLASS II
 OZ0609
 OZ0609.The horizontal coordinates were established by classical geodetic methods
 OZ0609.and adjusted by the National Geodetic Survey in July 1992..
 OZ0609
 OZ0609.The orthometric height was determined by differential leveling
 OZ0609.and adjusted by the National Geodetic Survey in June 1991..
 OZ0609
 OZ0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0609
 OZ0609.The geoid height was determined by GEOID03.
 OZ0609
 OZ0609.The dynamic height is computed by dividing the NAVD 88
 OZ0609.geopotential number by the normal gravity value computed on the
 OZ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0609.degrees latitude (g = 980.6199 gals.).
 OZ0609
 OZ0609.The modeled gravity was interpolated from observed gravity values.
 OZ0609
 OZ0609;                    North         East     Units Scale Factor Converg.
 OZ0609;SPC ID W     -   175,881.002   791,676.612   MT  0.99993419   -0 04 12.8
 OZ0609;UTM  11      - 4,789,224.139   593,151.063   MT  0.99970674   +0 47 10.7
 OZ0609
 OZ0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0609!SPC ID W     -   0.99984588  x   0.99993419  =   0.99978008
 OZ0609!UTM  11      -   0.99984588  x   0.99970674  =   0.99955266
 OZ0609
 OZ0609|---------------------------------------------------------------------|
 OZ0609| PID    Reference Object                     Distance      Geod. Az  |
 OZ0609|                                                           dddmmss.s |
 OZ0609| OZ0608 HWY 30 STA 1682+02.7                 12.007 METERS 07944     |
 OZ0609| OZ1045 AIRWAY BN 26 10 MI NW MTN HOME      APPROX. 3.7 KM 0971216.7 |
 OZ0609| OZ0610 IDA 80 69 RM 1                       11.248 METERS 32152     |
 OZ0609|---------------------------------------------------------------------|
 OZ0609
 OZ0609                          SUPERSEDED SURVEY CONTROL
 OZ0609
 OZ0609  NAD 83(1986)-  43 15 00.24300(N)    115 51 08.99386(W) AD(       ) 1
 OZ0609  NAD 27      -  43 15 00.62904(N)    115 51 05.66042(W) AD(       ) 1
 OZ0609  NGVD 29 (??/??/92)  998.143  (m)         3274.74   (f) ADJ UNCH    1 2
 OZ0609
 OZ0609.Superseded values are not recommended for survey control.
 OZ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0609.See file dsdata.txt to determine how the superseded data were derived.
 OZ0609
 OZ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9315189224(NAD 83)
 OZ0609_MARKER: DS = TRIANGULATION STATION DISK
 OZ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0609_STAMPING: IDA 80 69 1958
 OZ0609_MARK LOGO: CGS   
 OZ0609_PROJECTION: FLUSH
 OZ0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0609+STABILITY: SURFACE MOTION
 OZ0609
 OZ0609  HISTORY     - Date     Condition        Report By
 OZ0609  HISTORY     - 1958     MONUMENTED       CGS
 OZ0609  HISTORY     - 1959     GOOD             NGS
 OZ0609  HISTORY     - 1978     GOOD             NGS
 OZ0609  HISTORY     - 1983     GOOD             NGS
 OZ0609  HISTORY     - 1983     GOOD             NGS
 OZ0609  HISTORY     - 19831117 GOOD             NGS
 OZ0609  HISTORY     - 19840215 GOOD             NGS
 OZ0609
 OZ0609                          STATION DESCRIPTION
 OZ0609
 OZ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OZ0609'THE STATION IS 26.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 30
 OZ0609'FROM GOWEN FIELD JUNCTION, WHICH IS ON THE EAST SIDE OF BOISE,
 OZ0609'11.7 MILES NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 30 AND
 OZ0609'STATE HIGHWAY 68 AT MOUNTAIN HOME, 100.0 FEET SOUTHWEST OF
 OZ0609'THE CENTER LINE OF THE HIGHWAY, AND IN A FLAT SAGE COVERED
 OZ0609'AREA ON THE SOUTHWEST SIDE OF THE HIGHWAY.
 OZ0609'
 OZ0609'THE STATION AND UNDERGROUND MARK, STAMPED IDA 80-69 1958,
 OZ0609'ARE STANDARD TRAVERSE DISKS SET IN A CONCRETE POST PROJECTING
 OZ0609'3 INCHES.
 OZ0609'
 OZ0609'REFERENCE MARK NO. 1, STAMPED IDA 80-69 NO 1 1958, IS A
 OZ0609'STANDARD DISK SET IN A CONCRETE POST PROJECTING 2 INCHES.
 OZ0609'
 OZ0609'REFERENCE MARK NO. 2 IS A IDAHO DEPT. OF PUBLIC WORKS BRONZE
 OZ0609'DISK STAMPED, R/W P.T. STA 1682 + 02.7 DIST 88.5, 1 INCH
 OZ0609'NORTHEAST OF A METAL WITNESS POST, AND IS SET IN THE TOP OF
 OZ0609'A PRECAST CONCRETE POST PROJECTING 3 INCHES.
 OZ0609
 OZ0609                          STATION RECOVERY (1959)
 OZ0609
 OZ0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OZ0609'14.3 MI SE FROM ORCHARD.
 OZ0609'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0609'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 9.85 MILES SOUTHEAST
 OZ0609'ALONG THE HIGHWAY, 124.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0609'HIGHWAY, 36.9 FEET SOUTH OF R.M. 1, 39.3 FEET SOUTHWEST OF 1682 + 02.7
 OZ0609'(ISH), 22.3 FEET SOUTHWEST OF A FENCE LINE, 5.4 FEET SOUTH OF A METAL
 OZ0609'WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 2
 OZ0609'INCHES.
 OZ0609
 OZ0609                          STATION RECOVERY (1978)
 OZ0609
 OZ0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OZ0609'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 OZ0609'CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED.  A NEW AND
 OZ0609'COMPLETE TO REACH FOLLOWS OTHERWISE THE STATION WAS
 OZ0609'RECOVERED AS DESCRIBED ACCORDING TO THE 1958 DATA.
 OZ0609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 OZ0609'STATE HIGHWAY 51 IN MOUNTAIN HOME, GO NORTHWEST ON U.S. HIGHWAY
 OZ0609'30 FOR 3.6 MILES TO ABANDONED HIGHWAY 30 ON THE LEFT, JUST BEFORE
 OZ0609'REACHING THE INTERSTATE.  TURN LEFT AND GO NORTHWESTERLY
 OZ0609'ON THE ABANDONED HIGHWAY FOR 6.8 MILLES TO A SIDE ROAD RIGHT
 OZ0609'OVER THE INTERSTATE, CONTINUE NORTHWEST ON THE OLD HIGHWAY FOR
 OZ0609'0.9 MILE TO THE END OF THE MACADAM, CONTINUE NORTHWEST ON A
 OZ0609'TRACK ROAD FOR 0.25 MILE TO THE STATION.
 OZ0609'
 OZ0609'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 OZ0609'MEAUSURMENTS AT THIS TIME.
 OZ0609'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.00 METERS.
 OZ0609
 OZ0609                          STATION RECOVERY (1983)
 OZ0609
 OZ0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0609'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.2 KM
 OZ0609'(11.3 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0609'PACIFIC OVERPASS AT MOUNTAIN HOME, THENCE 1.1 KM (0.7 MI) NORTHWEST
 OZ0609'ALONG INTERSTATE 84, AT A LARGE GRAVEL PULLOUT, 54.0 METERS (177 FT)
 OZ0609'SOUTHWEST OF THE EASTBOUND CENTERLINE, 7.0 METERS (23 FT) SOUTHWEST OF
 OZ0609'THE RIGHT OF WAY FENCE, 3.0 METERS (10 FT) NORTHEAST OF THE CENTER OF
 OZ0609'A TRACK ROAD.
 OZ0609'THE MARK IS 2.0 METERS  S FROM A WITNESS POST.
 OZ0609'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OZ0609
 OZ0609                          STATION RECOVERY (1983)
 OZ0609
 OZ0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0609'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 68 AND HIGHWAY 30 IN
 OZ0609'MOUNTAIN HOME GO NORTHWEST ON HIGHWAY 30 FOR 5.8 KM (3.6 MILES) TURN
 OZ0609'LEFT ONTO OLD HIGHWAY 30 AND GO 10.9 KM (6.8 MILES) TO A ROAD FORK,
 OZ0609'KEEP LEFT AND GO 1.4 KM (9 MILES) TO A FENCE ACCROSS OLD HIGHWAY,
 OZ0609'FOLLOW ALONG FENCE LINE. 0.5 KM (0.3 MILE) TO MARK ON LEFT. IT IS
 OZ0609'11.253 METERS SOUTHEAST OF RM 1, 6.506 METERS SOUTHWEST OF RM 3, 6.8
 OZ0609'METERS SOUTHWEST OF SOUTH RIGHT OF WAY FENCE FOR I 84, 3 METERS
 OZ0609'NORTHEAST OF THE CENTERLINE OF A TRACK ROAD AND 1.05 METERS SOUTH OF
 OZ0609'A WITNESS POST.
 OZ0609
 OZ0609                          STATION RECOVERY (1983)
 OZ0609
 OZ0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 OZ0609'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  R-W PT 1682
 OZ0609'PLUS 02.7 USED AS RM 2 WAS SEARCHED FOR BUT WAS NOT RECOVERED.  RM 3
 OZ0609'WAS ESTABLISHED AT THIS TIME THE 1983 DISTANCE TO RM 1 DIFFER BY 5
 OZ0609'MILIMETERS.  THE STATION IS LOCATED ABOUT 30 MILES (48.3 KM) SE OF
 OZ0609'BOISE AND ABOUT 11 MILES (17.7 KM) NW OF MOUNTAIN HOME.  TO REACH THE
 OZ0609'STATION FROM THE INTERSECTION OF STATE HWY 68 AND HWY 30 IN MOUNTAIN
 OZ0609'HOME GO NW ON HWY 30 FOR 3.6 MILE (5.8 KM) (OLD HWY 30 TURNS LEFT AT
 OZ0609'THIS POINT.) TURN LEFT AT THIS POINT AND FOLLOW OLD HWY 30 FOR 6.8
 OZ0609'MILES (10.9 KM) TO A ROAD FORK.  KEEP LEFT AND GO 0.9 MILE (1.4 KM) TO
 OZ0609'A FENCE ACCROSS OLD HWY, FOLLOW ALONG FENCE LINE 0.3 MILE (0.5 KM) TO
 OZ0609'STATION ON THE LEFT.
 OZ0609' 
 OZ0609'THE STATION IS A STANDARD USCGS DISK STAMPED---IDA 80 69 1958---, SET
 OZ0609'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER,
 OZ0609'PROJECTING 3 CM ABOVE THE GROUND. THE STATION IS LOCATED 22.3 FT (6.8
 OZ0609'M) SW FROM THE SW RIGHT OF WAY FENCE FOR I 84, 9.8 FT (3.0 M) NE FROM
 OZ0609'THE CENTERLINE OF A TRACE ROAD, 5.41 FT (1.65 M) S FROM A METAL
 OZ0609'WITNESS POST.  RM NO 1 IS A STANDARD USCGS DISKS STAMPED---IDAHO 80 69
 OZ0609'NO 1 1958---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN
 OZ0609'DIAMETER, PROJECTING 4 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 OZ0609'21.7 FT (6.6 M) SW FROM A FREEWAY RIGHT OF WAY FENCE, 11.5 FT (3.5 M)
 OZ0609'NE FROM THE CENTERLINE OF A TRACK ROAD, AND ABOUT THE SAME ELEVATION
 OZ0609'AS THE STATION.  RM NO 3 IS A STANDARD NGS DISK STAMPED---IDA 80 - 69
 OZ0609'1959 NO 3 1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25
 OZ0609'CM IN DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS
 OZ0609'LOCATED 32.8 FT (10.0 M) NE FROM THE CENTERLINE OF A TRACK ROAD, 1.6 M
 OZ0609'(5.2 FT) NNE FROM A METAL WITNESS POST, 0.82 FT (24.99 CM) SW FROM A
 OZ0609'WOVEN WIRE FENCE, AND ABOUT LEVEL WITH THE STATION.
 OZ0609
 OZ0609                          STATION RECOVERY (1984)
 OZ0609
 OZ0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OZ0609'THE STATION, RM 1, AND RM 3 WERE RECOVERED AS DESCRIBED IN 1983. THE
 OZ0609'STATION IS LOCATED ABOUT 43 KMS SE OF BOISE, 18.7 KMS NW OF MOUNTAIN
 OZ0609'HOME AND ON THE SW SIDE OF THE SOUTHBOUND LANE OF I 84.  TO REACH THE
 OZ0609'STATION FROM THE W ONE OF THREE, EXITS OF I 84 (EXIT 90) TO MOUNTAIN
 OZ0609'HOME, GO NW ON I 84 FOR 7.6 MILES (12.2 KM) TO THE MARK ON THE LEFT
 OZ0609'(ACCROSS THE SOUTH BOUND LANE OF I 84.) THE STATION IS A STANDARD
 OZ0609'USCGS DISK STAMPED---IDA 80-69 1958---, SET INTO THE TOP OF A SQUARE
 OZ0609'CONCRETE MONUMENT 30 CM IN DIAMETER, PROJECING, 2 CM, ABOVE THE
 OZ0609'GROUND.  THE STATION IS LOCATED 22.3 FT (6.8 M) W FROM THE W RIGHT OF
 OZ0609'WAY FENCE OF I 84, 9.8 FT (3.0 M) E FROM A TRACK ROAD, 5.6 FT (1.7 M)
 OZ0609'SW FROM A METAL WITNESS POST.  RM ON 1 IS A STANDARD USCGS DISK
 OZ0609'STAMPED---IDA 80 69 NO 1 1958---, SET INTO THE TOP OF A SQUARE
 OZ0609'CONCRETE MONUMENT 30 CM IN DIAMETER, PROJECTING 5 CM ABOVE THE GROUND.
 OZ0609'THE STATION IS LOCATED 34.8 FT (10.6 M) NNW FROM A METAL WITNESS POST,
 OZ0609'22.0 FT) W FROM THE W RIGHT OF WAY FENCE FOR I 84, 9.8 FT (3.0 M) E
 OZ0609'FROM THE CENTERLINE FO A TRACK ROAD, AND ABOUT SAME ELEVATION AS
 OZ0609'STATION.  RM ON 3 IS A STANDARD NGS DISK STAMPED---IDA 80 69 1958 NO 3
 OZ0609'1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN
 OZ0609'DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 OZ0609'17.4 FT (5.3 M) ESE FROM A METAL WITNSS POST, 1.0 FT (0.3 M) W FROM
 OZ0609'THE W RIGHT OF WAY FENCE FOR I 94, AND SAME ELEVATION AS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0610 ***********************************************************************
 OZ0610  DESIGNATION -  IDA 80 69 RM 1
 OZ0610  PID         -  OZ0610
 OZ0610  STATE/COUNTY-  ID/ELMORE
 OZ0610  USGS QUAD   -  MAYFIELD SE (1990)
 OZ0610
 OZ0610                         *CURRENT SURVEY CONTROL
 OZ0610  ___________________________________________________________________
 OZ0610* NAD 83(1986)-  43 15 01.     (N)    115 51 09.     (W)     SCALED    
 OZ0610* NAVD 88     -       999.048  (meters)    3277.71   (feet)  ADJUSTED  
 OZ0610  ___________________________________________________________________
 OZ0610  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 OZ0610  DYNAMIC HT  -         998.615 (meters)    3276.29  (feet)  COMP
 OZ0610  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 OZ0610
 OZ0610  VERT ORDER  -  SECOND    CLASS 0
 OZ0610
 OZ0610.The horizontal coordinates were scaled from a topographic map and have
 OZ0610.an estimated accuracy of +/- 6 seconds.
 OZ0610
 OZ0610.The orthometric height was determined by differential leveling
 OZ0610.and adjusted by the National Geodetic Survey in June 1991..
 OZ0610
 OZ0610.The geoid height was determined by GEOID03.
 OZ0610
 OZ0610.The dynamic height is computed by dividing the NAVD 88
 OZ0610.geopotential number by the normal gravity value computed on the
 OZ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0610.degrees latitude (g = 980.6199 gals.).
 OZ0610
 OZ0610.The modeled gravity was interpolated from observed gravity values.
 OZ0610
 OZ0610;                    North         East    Units  Estimated Accuracy
 OZ0610;SPC ID W     -   175,900.      791,680.      MT  (+/- 180 meters Scaled)
 OZ0610
 OZ0610                          SUPERSEDED SURVEY CONTROL
 OZ0610
 OZ0610  NGVD 29 (??/??/92)  998.135  (m)         3274.71   (f) ADJ UNCH    2 0
 OZ0610
 OZ0610.Superseded values are not recommended for survey control.
 OZ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0610.See file dsdata.txt to determine how the superseded data were derived.
 OZ0610
 OZ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH931892(NAD 83)
 OZ0610_MARKER: DR = REFERENCE MARK DISK
 OZ0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0610_STAMPING: IDA 80-69 NO 1 1958
 OZ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0610+STABILITY: SURFACE MOTION
 OZ0610
 OZ0610  HISTORY     - Date     Condition        Report By
 OZ0610  HISTORY     - 1958     MONUMENTED       CGS
 OZ0610  HISTORY     - 1959     GOOD             NGS
 OZ0610  HISTORY     - 1983     GOOD             NGS
 OZ0610
 OZ0610                          STATION DESCRIPTION
 OZ0610
 OZ0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0610'14.3 MI SE FROM ORCHARD.
 OZ0610'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0610'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 9.85 MILES SOUTHEAST
 OZ0610'ALONG THE HIGHWAY, 126.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0610'HIGHWAY, 36.9 FEET NORTHWEST OF THE STATION MARK, 22.0 FEET SOUTHWEST
 OZ0610'OF A FENCE LINE, SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 OZ0610
 OZ0610                          STATION RECOVERY (1983)
 OZ0610
 OZ0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0610'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 68 AND 30 IN MOUNTAIN
 OZ0610'HOME, GO NORTHWEST OF HIGHWAY 30 FOR 5.8 KM (3.6 MILES) TURN LEFT
 OZ0610'ONTO OLD HIGHWAY 30 AND GO 10.9 KM (6.8 MILES) TO A ROAD FORK, KEEP
 OZ0610'LEFT AND GO 1.4 KM (0.9 MILE) TO A FENCE ACCROSS OLD HIGHWAY. FOLLOW
 OZ0610'ALONG FENCE LINE AND GO 0.5 KM (0.3 MILE) TO THE MARK ON THE LEFT. IT
 OZ0610'IS 11.253 METERS NORTHWEST OF STATION IDA 80 69, 13.210 METERS WEST
 OZ0610'SOUTHWEST OF RM 3, 6.6 METERS SOUTHWEST OF SOUTH RIGHT OF WAY FENCE
 OZ0610'FOR RM I 84, AND 3.5 METERS NORTHEAST OF THE CENTERLINE OF A TRACK
 OZ0610'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1073 ***********************************************************************
 OZ1073  DESIGNATION -  IDA 80 69 RM 3
 OZ1073  PID         -  OZ1073
 OZ1073  STATE/COUNTY-  ID/ELMORE
 OZ1073  USGS QUAD   -  MAYFIELD SE (1990)
 OZ1073
 OZ1073                         *CURRENT SURVEY CONTROL
 OZ1073  ___________________________________________________________________
 OZ1073* NAD 83(1986)-  43 15 00.     (N)    115 51 08.     (W)     SCALED    
 OZ1073* NAVD 88     -       999.12   (meters)    3277.9    (feet)  RESET     
 OZ1073  ___________________________________________________________________
 OZ1073  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 OZ1073
 OZ1073  VERT ORDER  -  THIRD
 OZ1073
 OZ1073.The horizontal coordinates were scaled from a topographic map and have
 OZ1073.an estimated accuracy of +/- 6 seconds.
 OZ1073
 OZ1073.The orthometric height was computed from unverified reset data.
 OZ1073.No vertical observational check was made to the station.
 OZ1073
 OZ1073.The geoid height was determined by GEOID03.
 OZ1073
 OZ1073;                    North         East    Units  Estimated Accuracy
 OZ1073;SPC ID W     -   175,870.      791,700.      MT  (+/- 180 meters Scaled)
 OZ1073
 OZ1073                          SUPERSEDED SURVEY CONTROL
 OZ1073
 OZ1073  NGVD 29 (03/27/06)  998.21   (m)         3275.0    (f) RESET       3  
 OZ1073
 OZ1073.Superseded values are not recommended for survey control.
 OZ1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1073.See file dsdata.txt to determine how the superseded data were derived.
 OZ1073
 OZ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH931892(NAD 83)
 OZ1073_MARKER: DR = REFERENCE MARK DISK
 OZ1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ1073_SP_SET: CONCRETE POST
 OZ1073_STAMPING: IDA 80 69 1958 NO 3 1983
 OZ1073_MARK LOGO: NGS   
 OZ1073_PROJECTION: FLUSH
 OZ1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ1073+STABILITY: SURFACE MOTION
 OZ1073
 OZ1073  HISTORY     - Date     Condition        Report By
 OZ1073  HISTORY     - 1983     MONUMENTED       NGS
 OZ1073
 OZ1073                          STATION DESCRIPTION
 OZ1073
 OZ1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OZ1073'18.6 KM (11.55 MI) NW FROM MOUNTAIN HOMES.
 OZ1073'FROM THE INTERSECTION OF STATE HIGHWAY 68 AND HIGHWAY 30 IN MOUNTAIN
 OZ1073'HOME GO NORTHWEST ON HIGHWAY 30 FOR 5.8 KM (3.60 MI) TURN LEFT ONTO
 OZ1073'OLD HIGHWAY 30 AND GO 10.9 KM (6.75 MI) TO A ROAD FORK, KEEP LEFT AND
 OZ1073'GO 1.4 KM (0.85 MI) TO A FENCE ACROSS OLD HIGHWAY.  FOLLOW ALONG
 OZ1073'FENCE LINE AND GO 0.5 KM (0.30 MI) TO THE MARK ON THE RIGHT, 13.21
 OZ1073'METERS EAST NORTHEAST OF RM 1, 10.0 METERS NORTHEAST FROM THE
 OZ1073'CENTERLINE OF A TRACK ROAD, 6.50 METERS NORTHEAST FROM STATION IDA 80
 OZ1073'69, 5.4 METERS NORTH NORTHEAST FROM A METAL WITNESS POST, AND 0.25
 OZ1073'METERS SOUTHWEST FROM A WOVEN WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0628 ***********************************************************************
 OH0628  DESIGNATION -  IDA 80 7
 OH0628  PID         -  OH0628
 OH0628  STATE/COUNTY-  ID/PAYETTE
 OH0628  USGS QUAD   -  PARMA SE (1975)
 OH0628
 OH0628                         *CURRENT SURVEY CONTROL
 OH0628  ___________________________________________________________________
 OH0628* NAD 83(1992)-  43 52 16.43723(N)    116 47 32.45754(W)     ADJUSTED  
 OH0628* NAVD 88     -       790.936  (meters)    2594.93   (feet)  ADJUSTED  
 OH0628  ___________________________________________________________________
 OH0628  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 OH0628  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 OH0628  DYNAMIC HT  -         790.680 (meters)    2594.09  (feet)  COMP
 OH0628  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 OH0628
 OH0628  HORZ ORDER  -  SECOND
 OH0628  VERT ORDER  -  SECOND    CLASS 0
 OH0628
 OH0628.The horizontal coordinates were established by classical geodetic methods
 OH0628.and adjusted by the National Geodetic Survey in July 1992..
 OH0628
 OH0628.The orthometric height was determined by differential leveling
 OH0628.and adjusted by the National Geodetic Survey in June 1991..
 OH0628
 OH0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0628
 OH0628.The geoid height was determined by GEOID03.
 OH0628
 OH0628.The dynamic height is computed by dividing the NAVD 88
 OH0628.geopotential number by the normal gravity value computed on the
 OH0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0628.degrees latitude (g = 980.6199 gals.).
 OH0628
 OH0628.The modeled gravity was interpolated from observed gravity values.
 OH0628
 OH0628;                    North         East     Units Scale Factor Converg.
 OH0628;SPC ID W     -   245,413.206   716,221.924   MT  1.00001963   -0 43 20.8
 OH0628;UTM  11      - 4,857,592.040   516,684.174   MT  0.99960342   +0 08 38.1
 OH0628
 OH0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0628!SPC ID W     -   0.99987874  x   1.00001963  =   0.99989837
 OH0628!UTM  11      -   0.99987874  x   0.99960342  =   0.99948221
 OH0628
 OH0628|---------------------------------------------------------------------|
 OH0628| PID    Reference Object                     Distance      Geod. Az  |
 OH0628|                                                           dddmmss.s |
 OH0628| OH0629 IDA 80 7 RM 1                        12.086 METERS 01751     |
 OH0628| OH0627 IDA 80 7 RM 2                        11.640 METERS 11826     |
 OH0628| OH1415 IDA 80 6                            APPROX. 3.9 KM 3273936.1 |
 OH0628|---------------------------------------------------------------------|
 OH0628
 OH0628                          SUPERSEDED SURVEY CONTROL
 OH0628
 OH0628  NAD 83(1991)-  43 52 16.43703(N)    116 47 32.45714(W) AD(       ) 2
 OH0628  NAD 83(1986)-  43 52 16.43684(N)    116 47 32.45714(W) AD(       ) 2
 OH0628  NAD 27      -  43 52 16.85180(N)    116 47 28.93270(W) AD(       ) 2
 OH0628  NGVD 29 (??/??/92)  789.986  (m)         2591.81   (f) ADJ UNCH    2 0
 OH0628
 OH0628.Superseded values are not recommended for survey control.
 OH0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0628.See file dsdata.txt to determine how the superseded data were derived.
 OH0628
 OH0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1668457592(NAD 83)
 OH0628_MARKER: DS = TRIANGULATION STATION DISK
 OH0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0628_STAMPING: IDA 80-7 1959
 OH0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0628+STABILITY: SURFACE MOTION
 OH0628
 OH0628  HISTORY     - Date     Condition        Report By
 OH0628  HISTORY     - 1959     MONUMENTED       CGS
 OH0628  HISTORY     - 1959     GOOD             CGS
 OH0628  HISTORY     - 1963     GOOD             NGS
 OH0628  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OH0628  HISTORY     - 1974     GOOD             NGS
 OH0628
 OH0628                          STATION DESCRIPTION
 OH0628
 OH0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OH0628'THE STATION IS 6-3/4 MILES SOUTH AND 1-3/4 MILES EAST OF NEW
 OH0628'PLYMOUTH AT THE SOUTH END OF A LONG NARROW VALLEY AND 0.2
 OH0628'MILES WEST OF THE LOWEST POINT OF THE DIVIDE FORMING THE
 OH0628'SOUTH END OF THE VALLEY.  IT IS 6 FEET NORTH OF A METAL WITNESS
 OH0628'POST WITH SIGN ATTACHED.
 OH0628'
 OH0628'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE
 OH0628'ROUTE 52 EAST OF NEW PLYMOUTH GO SOUTH ON U.S. HIGHWAY 30
 OH0628'FOR 3.0 MILES TO AN OILED CROSS ROAD, TURN RIGHT, WEST, ON THE
 OH0628'OILED ROAD FOR 1.5 MILES TO A BRIDGE OVER A DEEP CANAL, TURN
 OH0628'RIGHT, SOUTH ALONG THE WEST BANK OF THE CANAL FOR 0.5 MILE TO A
 OH0628'CROSS ROADS JUST BEFORE ENTERING A RANCH, TURN LEFT BEFORE
 OH0628'PASSING THROUGH THE FENCE AND GO 0.1 MILE TO FORKS, KEEP RIGHT
 OH0628'FOR 0.05 MILE, KEEP RIGHT FOR 0.2 MILE, KEEP RIGHT FOR 0.3
 OH0628'MILE TO WIRE GATE PASS THROUGH THE GATE AND GO 1.05 TO CROSS
 OH0628'ROADS, CONTINUE STRAIGHT AHEAD FOR 0.75 MILE TO THE SUMMIT
 OH0628'OF A LOW DIVIDE WHICH FORMS THE SOUTH END OF THE LONG
 OH0628'NARROW VALLEY.  AT THE SUMMIT OF THE DIVIDE IS A CROSS
 OH0628'ROADS TURN RIGHT AND FOLLOW THE TRACK ROAD TO THE SUMMIT AND
 OH0628'THE STATION ON THE RIGHT.
 OH0628'
 OH0628'THE STATION, UNDERGROUND AND THE REFERENCE MARKS ARE STANDARD
 OH0628'DISKS AS DESCRIBED IN NOTES 1A, 7A AND 11A AND STAMPED IDA
 OH0628'1959 WITH THE REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2
 OH0628'RESPECTIVELY.  (SET IN SQUARE TOPPED CONCRETE MONUMENT)
 OH0628'
 OH0628'A 2-WHEEL DRIVE STATION IN DRY WEATHER.
 OH0628
 OH0628                          STATION RECOVERY (1959)
 OH0628
 OH0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0628'10.7 MI SE FROM NEW PLYMOUTH.
 OH0628'6.6 MILES EASTERLY ALONG U.S. HIGHWAY 30 FROM THE CITY HALL AT NEW
 OH0628'PLYMOUTH, THENCE 1.5 MILES WEST ON SE 4TH AVE. TO A CANAL BRIDGE,
 OH0628'THENCE SOUTH 2.6 MILES UP VALLEY TO A SADDLE, 0.25 MILE SOUTHWEST OF
 OH0628'THE CENTERLINE OF THE PROPOSED HIGHWAY, 39.65 FEET SOUTH OF R.M. 1,
 OH0628'38.20 FEET NORTHWEST OF R.M. 2, 5.5 FEET WEST OF A METAL WITNESS POST
 OH0628'WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OH0628
 OH0628                          STATION RECOVERY (1963)
 OH0628
 OH0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0628'RECOVERED IN GOOD CONDITION.
 OH0628
 OH0628                          STATION RECOVERY (1974)
 OH0628
 OH0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OH0628'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 OH0628'GOOD CONDITION AS DESCRIBED.  THE TO REACH IS OBSOLETE SINCE
 OH0628'THE FREEWAY HAS BEEN BUILT.  A NEW TO REACH FOLLOWS.
 OH0628'
 OH0628'TO REACH THE STATION FROM THE NEW PLYMOUTH POST OFFICE GO
 OH0628'SOUTH ON U.S. HIGHWAY 30 FOR 4.8 MILES TO INTERSTATE 80N, TURN
 OH0628'LEFT, AND GO SOUTHEAST ON INTERSTATE 80N FOR 3.6 MILES TO THE
 OH0628'EXIT FOR BLACK CANYON, LEAVE INTERSTATE 80N, AND GO SOUTHWEST
 OH0628'ON A DEADEND ROAD, PASSING TO THE LEFT OF THE WILD WEST AMUSEMENT
 OH0628'CENTER, FOR 0.15 MILE TO A GATE IN THE NORTH-SOUTH FENCE
 OH0628'LINE.  PASS THRU THE GATE, THEN TURN RIGHT, AND GO NORTH ON THE
 OH0628'TRACK ROAD ALONG THE WEST SIDE OF THE FENCE, THEN NORTHWEST
 OH0628'ALONG THE RIGHT-OF-WAY FENCE FOR 0.75 MILE TO A DIM TRACK
 OH0628'ROAD LEFT, TURN LEFT, AND GO SOUTH ON THE DIM TRACK ROAD FOR
 OH0628'0.2 MILE TO THE HIGHER GROUND, AND THE STATION.
 OH0628'
 OH0628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 OH0628'SOUTHEAST OF NEW PLYMOUTH.
 OH0628
 OH0628                          STATION RECOVERY (1974)
 OH0628
 OH0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OH0628'REACHED FROM THE NEW PLYMOUTH POST OFFICE GO SOUTH ON U.S. HIGHWAY 30
 OH0628'FOR 4.8 MILES TO INTERSTATE 80N, TURN LEFT, AND GO SOUTHEAST ON
 OH0628'INTERSTATE 80N FOR 3.6 MILES TO THE EXIT FOR BLACK CANYON, LEAVE
 OH0628'INTERSTATE 80N, AND GO SOUTHWEST ON A DEADEND ROAD, PASSING TO THE
 OH0628'LEFT OF THE WILD WEST AMUSEMENT CENTER FOR 0.15 MILE TO A GATE IN THE
 OH0628'NORTH-SOUTH FENCE LINE. PASS THRU THE GATE, THEN TURN RIGHT, AND GO
 OH0628'NORTH ON THE TRACK ROAD ALONG THE WEST SIDE OF THE FENCE, THEN
 OH0628'NORTHWEST ALONG THE RIGHT-OF-WAY FENCE FOR 0.75 MILE TO A DIM TRACK
 OH0628'ROAD LEFT, TURN LEFT, AND GO SOUTH ON THE DIM TRACK ROAD FOR 0.2 MILE
 OH0628'TO THE MARK ON THE RIGHT, 90 FEET WEST OF THE TRACK ROAD, 38.19 FEET
 OH0628'WEST OF IDA R.M. 2, AND 5 FEET WEST OF A METAL WITNESS POST SET IN A
 OH0628'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0629 ***********************************************************************
 OH0629  DESIGNATION -  IDA 80 7 RM 1
 OH0629  PID         -  OH0629
 OH0629  STATE/COUNTY-  ID/PAYETTE
 OH0629  USGS QUAD   -  PARMA SE (1975)
 OH0629
 OH0629                         *CURRENT SURVEY CONTROL
 OH0629  ___________________________________________________________________
 OH0629* NAD 83(1986)-  43 52 17.     (N)    116 47 33.     (W)     SCALED    
 OH0629* NAVD 88     -       790.835  (meters)    2594.60   (feet)  ADJUSTED  
 OH0629  ___________________________________________________________________
 OH0629  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 OH0629  DYNAMIC HT  -         790.580 (meters)    2593.76  (feet)  COMP
 OH0629  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 OH0629
 OH0629  VERT ORDER  -  SECOND    CLASS 0
 OH0629
 OH0629.The horizontal coordinates were scaled from a topographic map and have
 OH0629.an estimated accuracy of +/- 6 seconds.
 OH0629
 OH0629.The orthometric height was determined by differential leveling
 OH0629.and adjusted by the National Geodetic Survey in June 1991..
 OH0629
 OH0629.The geoid height was determined by GEOID03.
 OH0629
 OH0629.The dynamic height is computed by dividing the NAVD 88
 OH0629.geopotential number by the normal gravity value computed on the
 OH0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0629.degrees latitude (g = 980.6199 gals.).
 OH0629
 OH0629.The modeled gravity was interpolated from observed gravity values.
 OH0629
 OH0629;                    North         East    Units  Estimated Accuracy
 OH0629;SPC ID W     -   245,430.      716,210.      MT  (+/- 180 meters Scaled)
 OH0629
 OH0629                          SUPERSEDED SURVEY CONTROL
 OH0629
 OH0629  NGVD 29 (??/??/92)  789.886  (m)         2591.48   (f) ADJ UNCH    2 0
 OH0629
 OH0629.Superseded values are not recommended for survey control.
 OH0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0629.See file dsdata.txt to determine how the superseded data were derived.
 OH0629
 OH0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ166576(NAD 83)
 OH0629_MARKER: DR = REFERENCE MARK DISK
 OH0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0629_STAMPING: IDA 80-7 NO 1 1959
 OH0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0629+STABILITY: SURFACE MOTION
 OH0629
 OH0629  HISTORY     - Date     Condition        Report By
 OH0629  HISTORY     - 1959     MONUMENTED       CGS
 OH0629  HISTORY     - 1963     GOOD             NGS
 OH0629  HISTORY     - 1974     GOOD             NGS
 OH0629
 OH0629                          STATION DESCRIPTION
 OH0629
 OH0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0629'10.7 MI SE FROM NEW PLYMOUTH.
 OH0629'6.6 MILES EASTERLY ALONG U.S. HIGHWAY 30 FROM THE CITY HALL AT NEW
 OH0629'PLYMOUTH, THENCE 1.5 MILES WEST ON SE 4TH AVE. TO A CANAL BRIDGE,
 OH0629'THENCE SOUTH 2.6 MILES UP VALLEY TO A SADDLE, 0.25 MILE SOUTHWEST OF
 OH0629'THE CENTERLINE OF THE PROPOSED HIGHWAY, 39.65 FEET NORTH OF THE
 OH0629'STATION MARK, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OH0629
 OH0629                          STATION RECOVERY (1963)
 OH0629
 OH0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0629'RECOVERED IN GOOD CONDITION.
 OH0629
 OH0629                          STATION RECOVERY (1974)
 OH0629
 OH0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OH0629'REACHED FROM THE NEW PLYMOUTH POST OFFICE GO SOUTH ON U.S. HIGHWAY 30
 OH0629'FOR 4.8 MILES TO INTERSTATE 80N, TURN LEFT, AND GO SOUTHEAST ON
 OH0629'INTERSTATE 80N FOR 3.6 MILES TO THE EXIT FOR BLACK CANYON, LEAVE
 OH0629'INTERSTATE 80N, AND GO SOUTHWEST ON THE DEADEND ROAD FOR 0.15 MILE,
 OH0629'PASSING TO THE LEFT OF THE WILD WEST AMUSEMENT CENTER, TO A GATE IN
 OH0629'THE NORTH-SOUTH FENCE LINE. PASS THRU THE GATE, THEN TURN RIGHT, AND
 OH0629'GO NORTH ON THE TRACK ROAD ALONG THE WEST SIDE OF THE FENCE, THEN
 OH0629'NORTHWEST ALONG THE RIGHT-OF-WAY FENCE FOR 0.75 MILE TO A DIM TRACK
 OH0629'ROAD LEFT, TURN LEFT, AND GO SOUTH ON THE DIM TRACK ROAD FOR 0.2 MILE
 OH0629'TO THE MARK ON THE RIGHT, 100 FEET WEST OF THE TRACK ROAD, 59.89 FEET
 OH0629'NORTHWEST OF IDA 80-7 R.M. 2, AND 39.65 FEET NORTH OF IDA 80-7 1959
 OH0629'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0627 ***********************************************************************
 OH0627  DESIGNATION -  IDA 80 7 RM 2
 OH0627  PID         -  OH0627
 OH0627  STATE/COUNTY-  ID/PAYETTE
 OH0627  USGS QUAD   -  PARMA SE (1975)
 OH0627
 OH0627                         *CURRENT SURVEY CONTROL
 OH0627  ___________________________________________________________________
 OH0627* NAD 83(1986)-  43 52 17.     (N)    116 47 33.     (W)     SCALED    
 OH0627* NAVD 88     -       790.934  (meters)    2594.92   (feet)  ADJUSTED  
 OH0627  ___________________________________________________________________
 OH0627  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 OH0627  DYNAMIC HT  -         790.679 (meters)    2594.09  (feet)  COMP
 OH0627  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 OH0627
 OH0627  VERT ORDER  -  SECOND    CLASS 0
 OH0627
 OH0627.The horizontal coordinates were scaled from a topographic map and have
 OH0627.an estimated accuracy of +/- 6 seconds.
 OH0627
 OH0627.The orthometric height was determined by differential leveling
 OH0627.and adjusted by the National Geodetic Survey in June 1991..
 OH0627
 OH0627.The geoid height was determined by GEOID03.
 OH0627
 OH0627.The dynamic height is computed by dividing the NAVD 88
 OH0627.geopotential number by the normal gravity value computed on the
 OH0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0627.degrees latitude (g = 980.6199 gals.).
 OH0627
 OH0627.The modeled gravity was interpolated from observed gravity values.
 OH0627
 OH0627;                    North         East    Units  Estimated Accuracy
 OH0627;SPC ID W     -   245,430.      716,210.      MT  (+/- 180 meters Scaled)
 OH0627
 OH0627                          SUPERSEDED SURVEY CONTROL
 OH0627
 OH0627  NGVD 29 (??/??/92)  789.984  (m)         2591.81   (f) ADJ UNCH    2 0
 OH0627
 OH0627.Superseded values are not recommended for survey control.
 OH0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0627.See file dsdata.txt to determine how the superseded data were derived.
 OH0627
 OH0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ166576(NAD 83)
 OH0627_MARKER: DR = REFERENCE MARK DISK
 OH0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0627_STAMPING: IDA 80-7 NO 2 1959
 OH0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0627+STABILITY: SURFACE MOTION
 OH0627
 OH0627  HISTORY     - Date     Condition        Report By
 OH0627  HISTORY     - 1959     MONUMENTED       CGS
 OH0627  HISTORY     - 1963     GOOD             NGS
 OH0627  HISTORY     - 1974     GOOD             NGS
 OH0627
 OH0627                          STATION DESCRIPTION
 OH0627
 OH0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0627'10.7 MI SE FROM NEW PLYMOUTH.
 OH0627'6.6 MILES EASTERLY ALONG U.S. HIGHWAY 30 FROM THE CITY HALL AT NEW
 OH0627'PLYMOUTH, THENCE 1.5 MILES WEST ON SE 4TH AVE. TO A CANAL BRIDGE,
 OH0627'THENCE SOUTH 2.6 MILES UP VALLEY TO A SADDLE, 0.25 MILE SOUTHWEST OF
 OH0627'THE CENTERLINE OF THE PROPOSED HIGHWAY, 38.20 FEET SOUTHEAST OF THE
 OH0627'STATION MARK, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OH0627
 OH0627                          STATION RECOVERY (1963)
 OH0627
 OH0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0627'RECOVERED IN GOOD CONDITION.
 OH0627
 OH0627                          STATION RECOVERY (1974)
 OH0627
 OH0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OH0627'REACHED FROM THE NEW PLYMOUTH POST OFFICE GO SOUTH ON U.S. HIGHWAY 30
 OH0627'FOR 4.8 MILES TO INTERSTATE 80N, TURN LEFT, AND GO SOUTHEAST ON
 OH0627'INTERSTATE 80N FOR 3.6 MILES TO THE EXIT FOR BLACK CANYON, LEAVE
 OH0627'INTERSTATE 80N, AND GO SOUTHWEST ON THE DEADEND ROAD, PASSING TO THE
 OH0627'LEFT OF THE WILD WEST AMUSEMENT CENTER, FOR 0.15 MILE TO A GATE IN
 OH0627'THE NORTH-SOUTH FENCE LINE. PASS THRU THE GATE, THEN TURN RIGHT, AND
 OH0627'GO NORTH ON THE TRACK ROAD ALONG THE WEST SIDE OF THE FENCE, THEN
 OH0627'NORTHWEST ALONG THE RIGHT-OF-WAY FENCE FOR 0.75 MILE TO A DIM TRACK
 OH0627'ROAD LEFT, TURN LEFT, AND GO SOUTH ON THE DIM TRACK ROAD FOR 0.2 MILE
 OH0627'TO THE MARK ON THE RIGHT, 59.89 FEET SOUTHEAST OF IDA 80-7 R.M. 1, 50
 OH0627'FEET WEST OF THE TRACK ROAD, AND 38.19 FEET EAST OF IDA 80-7 1959 SET
 OH0627'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0605 ***********************************************************************
 OZ0605  DESIGNATION -  IDA 80 70
 OZ0605  PID         -  OZ0605
 OZ0605  STATE/COUNTY-  ID/ELMORE
 OZ0605  USGS QUAD   -  CRATER RINGS (1992)
 OZ0605
 OZ0605                         *CURRENT SURVEY CONTROL
 OZ0605  ___________________________________________________________________
 OZ0605* NAD 83(1992)-  43 13 16.87292(N)    115 49 28.49266(W)     ADJUSTED  
 OZ0605* NAVD 88     -       978.479  (meters)    3210.23   (feet)  ADJUSTED  
 OZ0605  ___________________________________________________________________
 OZ0605  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 OZ0605  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 OZ0605  DYNAMIC HT  -         978.058 (meters)    3208.85  (feet)  COMP
 OZ0605  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 OZ0605
 OZ0605  HORZ ORDER  -  FIRST
 OZ0605  VERT ORDER  -  FIRST     CLASS II
 OZ0605
 OZ0605.The horizontal coordinates were established by classical geodetic methods
 OZ0605.and adjusted by the National Geodetic Survey in July 1992..
 OZ0605
 OZ0605.The orthometric height was determined by differential leveling
 OZ0605.and adjusted by the National Geodetic Survey in June 1991..
 OZ0605
 OZ0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0605
 OZ0605.The geoid height was determined by GEOID03.
 OZ0605
 OZ0605.The dynamic height is computed by dividing the NAVD 88
 OZ0605.geopotential number by the normal gravity value computed on the
 OZ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0605.degrees latitude (g = 980.6199 gals.).
 OZ0605
 OZ0605.The modeled gravity was interpolated from observed gravity values.
 OZ0605
 OZ0605;                    North         East     Units Scale Factor Converg.
 OZ0605;SPC ID W     -   172,688.795   793,940.849   MT  0.99993378   -0 03 03.9
 OZ0605;UTM  11      - 4,786,066.836   595,462.235   MT  0.99971210   +0 48 18.0
 OZ0605
 OZ0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0605!SPC ID W     -   0.99984909  x   0.99993378  =   0.99978288
 OZ0605!UTM  11      -   0.99984909  x   0.99971210  =   0.99956124
 OZ0605
 OZ0605:                Primary Azimuth Mark                     Grid Az
 OZ0605:SPC ID W     -  AIRWAY BN 26 10 MI NW MTN HOME           026 52 02.8
 OZ0605:UTM  11      -  AIRWAY BN 26 10 MI NW MTN HOME           026 00 40.9
 OZ0605
 OZ0605|---------------------------------------------------------------------|
 OZ0605| PID    Reference Object                     Distance      Geod. Az  |
 OZ0605|                                                           dddmmss.s |
 OZ0605| OZ1045 AIRWAY BN 26 10 MI NW MTN HOME      APPROX. 3.1 KM 0264858.9 |
 OZ0605| OZ0606 IDA 80 70 RM 1                        8.132 METERS 09448     |
 OZ0605| OZ0604 IDA 80 70 RM 2                       13.286 METERS 17525     |
 OZ0605|---------------------------------------------------------------------|
 OZ0605
 OZ0605                          SUPERSEDED SURVEY CONTROL
 OZ0605
 OZ0605  NAD 83(1986)-  43 13 16.87352(N)    115 49 28.48790(W) AD(       ) 1
 OZ0605  NAD 27      -  43 13 17.25825(N)    115 49 25.15926(W) AD(       ) 1
 OZ0605  NGVD 29 (??/??/92)  977.571  (m)         3207.25   (f) ADJ UNCH    1 2
 OZ0605
 OZ0605.Superseded values are not recommended for survey control.
 OZ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0605.See file dsdata.txt to determine how the superseded data were derived.
 OZ0605
 OZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9546286067(NAD 83)
 OZ0605_MARKER: DE = TRAVERSE STATION DISK
 OZ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0605_STAMPING: IDA 80-70 1958
 OZ0605_MARK LOGO: CGS   
 OZ0605_PROJECTION: FLUSH
 OZ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0605+STABILITY: SURFACE MOTION
 OZ0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0605+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 OZ0605
 OZ0605  HISTORY     - Date     Condition        Report By
 OZ0605  HISTORY     - 1958     MONUMENTED       CGS
 OZ0605  HISTORY     - 1959     GOOD             CGS
 OZ0605  HISTORY     - 1959     GOOD             NGS
 OZ0605  HISTORY     - 1978     GOOD             NGS
 OZ0605  HISTORY     - 1983     GOOD             NGS
 OZ0605  HISTORY     - 20040430 GOOD             NGS
 OZ0605  HISTORY     - 20051025 GOOD             JCLS
 OZ0605
 OZ0605                          STATION DESCRIPTION
 OZ0605
 OZ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ0605'THE STATION IS 9.0 MILES NORTHWESTERLY ALONG U.S. HIGHWAY
 OZ0605'30 FROM ITS JUNCTION WITH STATE HIGHWAY 68 IN MOUNTAIN HOME,
 OZ0605'AND 0.8 MILE NORTHWEST ALONG THE HIGHWAY FROM CRATER STATION
 OZ0605'AND CAFE.  ON THE NORTHEAST SIDE OF THE HIGHWAY ABOVE A HIGHWAY
 OZ0605'CUT AND 52 FEET NORTHEAST OF THE EDGE OF THE CUT BANK.
 OZ0605'
 OZ0605'THE STATION MARK, STAMPED IDA 80-70 1958, IS A STANDARD DISK
 OZ0605'(TRAVERSE) SET IN A BLOCK OF CONCRETE PROJECTING ABOUT 2
 OZ0605'INCHES, AND 6 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST
 OZ0605'WITH SIGN.
 OZ0605'
 OZ0605'THE REFERENCE MARKS, STAMPED IDA 80-70 1958 NO 1 AND NO 2
 OZ0605'RESPECTIVELY, ARE STANDARD DISKS SET IN CONCRETE POSTS FLUSH
 OZ0605'WITH THE GROUND.
 OZ0605
 OZ0605                          STATION RECOVERY (1959)
 OZ0605
 OZ0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OZ0605'9.0 MI NW FROM MOUNTAIN HOME.
 OZ0605'9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 OZ0605'HIGHWAY 30 AND STATE HIGHWAY 68 AT MOUNTAIN HOME TO A CUT BANK, 52.0
 OZ0605'FEET NORTHEAST OF THE EDGE OF THE CUT BANK, 43.59 FEET NORTH OF R.M.
 OZ0605'2, 26.68 FEET WEST OF R.M. 1, 6.0 FEET SOUTHWEST OF A METAL WITNESS
 OZ0605'POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 OZ0605
 OZ0605                          STATION RECOVERY (1978)
 OZ0605
 OZ0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OZ0605'THE STATION MARK AND BOTH REFERENCE MARKS 1 AND 2 WERE RECOVERED
 OZ0605'IN GOOD CONDITION.  THE DISTANCE TO BOTH REFERENCE MARKS 1 AND
 OZ0605'2 DID COMPARE FAVORABLY WITH THE 1959 DATA.
 OZ0605'
 OZ0605'THE STATION IS LOCATED ABOUT 33 MILES SOUTHEAST OF DOWNTOWN
 OZ0605'BOISE, 9 MILES NORTHWEST OF MOUNTAIN HOME, AND ON A CUT BANK.
 OZ0605'
 OZ0605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 OZ0605'STATE HIGHWAY 51 IN MOUNTAIN HOME, GO NORTHWEST ON U.S. HIGHWAY
 OZ0605'30 FOR 3.6 MILES TO A CROSSROAD, OLD HIGHWAY 30, JUST BEFORE
 OZ0605'REACHING THE INTERSTATE.  TURN LEFT AND GO NORTHWEST ON THE OLD
 OZ0605'ABANDONED U.S. HIGHWAY 30 FOR 5.45 MILES TO A SIDE ROAD LEFT,
 OZ0605'CONTINUE AHEAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 OZ0605'
 OZ0605'THE STATION IS A STANDARD CGS DISK
 OZ0605'STAMPED---IDA 80 70 1958---,
 OZ0605'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OZ0605'PROJECTING 5 CM ABOVE THE GROUND.
 OZ0605'
 OZ0605'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OZ0605'STAMPED---IDA 80 70 NO 1 1958---,
 OZ0605'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OZ0605'FLUSH WITH GROUND.  IT IS LOCATED
 OZ0605'MARK IS LEVEL WITH STATION.
 OZ0605'
 OZ0605'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OZ0605'STAMPED---IDA 80 70 NO 2 1958---,
 OZ0605'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OZ0605'FLUSH WITH GROUND.  IT IS LOCATED
 OZ0605'MARK IS LEVEL WITH STATION.
 OZ0605'
 OZ0605'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY BRUSH ON
 OZ0605'LINE.
 OZ0605'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.00 METERS.
 OZ0605
 OZ0605                          STATION RECOVERY (1983)
 OZ0605
 OZ0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0605'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.3 KM
 OZ0605'(9.5 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0605'PACIFIC RAILROAD OVERPASS AT MOUNTAIN HOME, IN TOP OF THE NORTHEAST
 OZ0605'CUT, 0.3 KM (0.2 MI) NORTHWEST OF THE T-JUNCTION OF CINDER BUTTE ROAD
 OZ0605'LEADING WEST, 30.0 METERS (99 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 OZ0605'16.0 METERS (53 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE CUT.
 OZ0605'THE MARK IS 2.0 METERS  S FROM A WITNESS POST.
 OZ0605'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 OZ0605
 OZ0605                          STATION RECOVERY (2004)
 OZ0605
 OZ0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (CLS)
 OZ0605'RECOVERED IN GOOD CONDITION.
 OZ0605
 OZ0605                          STATION RECOVERY (2005)
 OZ0605
 OZ0605'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 OZ0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0606 ***********************************************************************
 OZ0606  DESIGNATION -  IDA 80 70 RM 1
 OZ0606  PID         -  OZ0606
 OZ0606  STATE/COUNTY-  ID/ELMORE
 OZ0606  USGS QUAD   -  CRATER RINGS (1992)
 OZ0606
 OZ0606                         *CURRENT SURVEY CONTROL
 OZ0606  ___________________________________________________________________
 OZ0606* NAD 83(1986)-  43 13 17.     (N)    115 49 28.     (W)     SCALED    
 OZ0606* NAVD 88     -       978.472  (meters)    3210.20   (feet)  ADJUSTED  
 OZ0606  ___________________________________________________________________
 OZ0606  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 OZ0606  DYNAMIC HT  -         978.050 (meters)    3208.82  (feet)  COMP
 OZ0606  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 OZ0606
 OZ0606  VERT ORDER  -  SECOND    CLASS 0
 OZ0606
 OZ0606.The horizontal coordinates were scaled from a topographic map and have
 OZ0606.an estimated accuracy of +/- 6 seconds.
 OZ0606
 OZ0606.The orthometric height was determined by differential leveling
 OZ0606.and adjusted by the National Geodetic Survey in June 1991..
 OZ0606
 OZ0606.The geoid height was determined by GEOID03.
 OZ0606
 OZ0606.The dynamic height is computed by dividing the NAVD 88
 OZ0606.geopotential number by the normal gravity value computed on the
 OZ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0606.degrees latitude (g = 980.6199 gals.).
 OZ0606
 OZ0606.The modeled gravity was interpolated from observed gravity values.
 OZ0606
 OZ0606;                    North         East    Units  Estimated Accuracy
 OZ0606;SPC ID W     -   172,690.      793,950.      MT  (+/- 180 meters Scaled)
 OZ0606
 OZ0606                          SUPERSEDED SURVEY CONTROL
 OZ0606
 OZ0606  NGVD 29 (??/??/92)  977.563  (m)         3207.22   (f) ADJ UNCH    2 0
 OZ0606
 OZ0606.Superseded values are not recommended for survey control.
 OZ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0606.See file dsdata.txt to determine how the superseded data were derived.
 OZ0606
 OZ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH954860(NAD 83)
 OZ0606_MARKER: DR = REFERENCE MARK DISK
 OZ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0606_STAMPING: IDA 80-70 NO 1 1958
 OZ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0606+STABILITY: SURFACE MOTION
 OZ0606
 OZ0606  HISTORY     - Date     Condition        Report By
 OZ0606  HISTORY     - 1958     MONUMENTED       CGS
 OZ0606  HISTORY     - 1959     GOOD             NGS
 OZ0606  HISTORY     - 1983     GOOD             NGS
 OZ0606
 OZ0606                          STATION DESCRIPTION
 OZ0606
 OZ0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0606'9.0 MI NW FROM MOUNTAIN HOME.
 OZ0606'9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 OZ0606'HIGHWAY 30 AND STATE HIGHWAY 68 AT MOUNTAIN HOME TO A CUT BANK, 26.68
 OZ0606'FEET EAST OF THE STATION MARK, SET IN A SQUARE CONCRETE POST FLUSH
 OZ0606'WITH THE GROUND.
 OZ0606
 OZ0606                          STATION RECOVERY (1983)
 OZ0606
 OZ0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0604 ***********************************************************************
 OZ0604  DESIGNATION -  IDA 80 70 RM 2
 OZ0604  PID         -  OZ0604
 OZ0604  STATE/COUNTY-  ID/ELMORE
 OZ0604  USGS QUAD   -  CRATER RINGS (1992)
 OZ0604
 OZ0604                         *CURRENT SURVEY CONTROL
 OZ0604  ___________________________________________________________________
 OZ0604* NAD 83(1986)-  43 13 17.     (N)    115 49 28.     (W)     SCALED    
 OZ0604* NAVD 88     -       978.402  (meters)    3209.97   (feet)  ADJUSTED  
 OZ0604  ___________________________________________________________________
 OZ0604  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 OZ0604  DYNAMIC HT  -         977.980 (meters)    3208.59  (feet)  COMP
 OZ0604  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 OZ0604
 OZ0604  VERT ORDER  -  SECOND    CLASS 0
 OZ0604
 OZ0604.The horizontal coordinates were scaled from a topographic map and have
 OZ0604.an estimated accuracy of +/- 6 seconds.
 OZ0604
 OZ0604.The orthometric height was determined by differential leveling
 OZ0604.and adjusted by the National Geodetic Survey in June 1991..
 OZ0604
 OZ0604.The geoid height was determined by GEOID03.
 OZ0604
 OZ0604.The dynamic height is computed by dividing the NAVD 88
 OZ0604.geopotential number by the normal gravity value computed on the
 OZ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0604.degrees latitude (g = 980.6199 gals.).
 OZ0604
 OZ0604.The modeled gravity was interpolated from observed gravity values.
 OZ0604
 OZ0604;                    North         East    Units  Estimated Accuracy
 OZ0604;SPC ID W     -   172,690.      793,950.      MT  (+/- 180 meters Scaled)
 OZ0604
 OZ0604                          SUPERSEDED SURVEY CONTROL
 OZ0604
 OZ0604  NGVD 29 (??/??/92)  977.493  (m)         3206.99   (f) ADJ UNCH    2 0
 OZ0604
 OZ0604.Superseded values are not recommended for survey control.
 OZ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0604.See file dsdata.txt to determine how the superseded data were derived.
 OZ0604
 OZ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH954860(NAD 83)
 OZ0604_MARKER: DR = REFERENCE MARK DISK
 OZ0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0604_STAMPING: IDA 80-70 NO 2 1958
 OZ0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0604+STABILITY: SURFACE MOTION
 OZ0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0604+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 OZ0604
 OZ0604  HISTORY     - Date     Condition        Report By
 OZ0604  HISTORY     - 1958     MONUMENTED       CGS
 OZ0604  HISTORY     - 1959     GOOD             NGS
 OZ0604  HISTORY     - 1983     GOOD             NGS
 OZ0604  HISTORY     - 20040430 GOOD             NGS
 OZ0604
 OZ0604                          STATION DESCRIPTION
 OZ0604
 OZ0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0604'9.0 MI NW FROM MOUNTAIN HOME.
 OZ0604'9.0 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 OZ0604'HIGHWAY 30 AND STATE HIGHWAY 68 AT MOUNTAIN HOME TO A CUT BANK, 43.59
 OZ0604'FEET SOUTH OF THE STATION MARK, SET IN A SQUARE CONCRETE POST FLUSH
 OZ0604'WITH THE GROUND.
 OZ0604
 OZ0604                          STATION RECOVERY (1983)
 OZ0604
 OZ0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0604'RECOVERED IN GOOD CONDITION.
 OZ0604
 OZ0604                          STATION RECOVERY (2004)
 OZ0604
 OZ0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (CLS)
 OZ0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0603 ***********************************************************************
 OZ0603  DESIGNATION -  IDA 80 71
 OZ0603  PID         -  OZ0603
 OZ0603  STATE/COUNTY-  ID/ELMORE
 OZ0603  USGS QUAD   -  CRATER RINGS (1992)
 OZ0603
 OZ0603                         *CURRENT SURVEY CONTROL
 OZ0603  ___________________________________________________________________
 OZ0603* NAD 83(1992)-  43 10 38.95600(N)    115 46 22.31128(W)     ADJUSTED  
 OZ0603* NAVD 88     -       977.924  (meters)    3208.41   (feet)  ADJUSTED  
 OZ0603  ___________________________________________________________________
 OZ0603  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 OZ0603  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 OZ0603  DYNAMIC HT  -         977.508 (meters)    3207.04  (feet)  COMP
 OZ0603  MODELED GRAV-     980,160.9   (mgal)                       NAVD 88
 OZ0603
 OZ0603  HORZ ORDER  -  FIRST
 OZ0603  VERT ORDER  -  FIRST     CLASS II
 OZ0603
 OZ0603.The horizontal coordinates were established by classical geodetic methods
 OZ0603.and adjusted by the National Geodetic Survey in July 1992..
 OZ0603
 OZ0603.The orthometric height was determined by differential leveling
 OZ0603.and adjusted by the National Geodetic Survey in June 1991..
 OZ0603
 OZ0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0603
 OZ0603.The geoid height was determined by GEOID03.
 OZ0603
 OZ0603.The dynamic height is computed by dividing the NAVD 88
 OZ0603.geopotential number by the normal gravity value computed on the
 OZ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0603.degrees latitude (g = 980.6199 gals.).
 OZ0603
 OZ0603.The modeled gravity was interpolated from observed gravity values.
 OZ0603
 OZ0603;                    North         East     Units Scale Factor Converg.
 OZ0603;SPC ID W     -   167,813.329   798,141.127   MT  0.99993338   -0 00 56.3
 OZ0603;UTM  11      - 4,781,255.687   599,733.934   MT  0.99972236   +0 50 23.1
 OZ0603
 OZ0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0603!SPC ID W     -   0.99984917  x   0.99993338  =   0.99978256
 OZ0603!UTM  11      -   0.99984917  x   0.99972236  =   0.99957157
 OZ0603
 OZ0603|---------------------------------------------------------------------|
 OZ0603| PID    Reference Object                     Distance      Geod. Az  |
 OZ0603|                                                           dddmmss.s |
 OZ0603| OZ0602 IDA 80 71 RM 1                        7.578 METERS 05724     |
 OZ0603| OZ0598 IDA 80 72                           APPROX. 2.7 KM 1185336.8 |
 OZ0603| OZ0601 IDA 80 71 RM 2                        7.745 METERS 30229     |
 OZ0603| CD5335 IDA 80 71 AZ MK                                    3035124.6 |
 OZ0603|---------------------------------------------------------------------|
 OZ0603
 OZ0603                          SUPERSEDED SURVEY CONTROL
 OZ0603
 OZ0603  NAD 83(1986)-  43 10 38.95656(N)    115 46 22.30642(W) AD(       ) 1
 OZ0603  NAD 27      -  43 10 39.33846(N)    115 46 18.98594(W) AD(       ) 1
 OZ0603  NGVD 29 (??/??/92)  977.043  (m)         3205.52   (f) ADJ UNCH    1 2
 OZ0603
 OZ0603.Superseded values are not recommended for survey control.
 OZ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0603.See file dsdata.txt to determine how the superseded data were derived.
 OZ0603
 OZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH9973481256(NAD 83)
 OZ0603_MARKER: DS = TRIANGULATION STATION DISK
 OZ0603_SETTING: 80 = SET IN A BOULDER
 OZ0603_SP_SET: BOULDER
 OZ0603_STAMPING: IDA 80-71 1958
 OZ0603_MARK LOGO: CGS   
 OZ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0603+STABILITY: SURFACE MOTION
 OZ0603
 OZ0603  HISTORY     - Date     Condition        Report By
 OZ0603  HISTORY     - 1958     MONUMENTED       CGS
 OZ0603  HISTORY     - 1959     GOOD             NGS
 OZ0603  HISTORY     - 1978     GOOD             NGS
 OZ0603  HISTORY     - 1983     GOOD             NGS
 OZ0603  HISTORY     - 1983     GOOD             NGS
 OZ0603
 OZ0603                          STATION DESCRIPTION
 OZ0603
 OZ0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OZ0603'THE STATION IS 32.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 30
 OZ0603'FROM GOWEN FIELD JUNCTION, WHICH IS ON THE EAST SIDE OF BOISE, 5.2
 OZ0603'MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF
 OZ0603'U.S. HIGHWAY 30 AND STATE HIGHWAY 68 AT MOUNTAIN HOME AND
 OZ0603'ON THE NORTH SIDE OF THE HIGHWAY AT A POINT WHERE A DOUBLE POWER
 OZ0603'LINE CROSSES OVER THE HIGHWAY.
 OZ0603'
 OZ0603'THE STATION MARK, STAMPED IDA 80-71 1958, IS A STANDARD
 OZ0603'TRIANGULATION DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING
 OZ0603'8 INCHES.  THE STATION IS ABOUT 300.0 FEET NORTH OF THE
 OZ0603'CENTER LINE OF THE HIGHWAY AND 40.0 FEET EAST OF POWER POLE
 OZ0603'NO. 162.
 OZ0603'
 OZ0603'REFERENCE MARK NO. 1, STAMPED IDA 80-71 NO 1 1958, IS A STANDARD
 OZ0603'DISK SET IN A DRILL HOLE IN A ROCK OUTCROP AND PROJECTS ABOUT
 OZ0603'1 FOOT.
 OZ0603'
 OZ0603'REFERENCE MARK NO. 2, STAMPED IDA 80-71 NO 2 1958, IS A STANDARD
 OZ0603'DISK SET IN A DRILL HOLE IN A ROCK OUTCROP AND PROJECTS ABOUT
 OZ0603'1 FOOT.
 OZ0603'
 OZ0603'THE AZIMUTH MARK IS A IDAHO DEPT. OF PUBLIC WORKS BRONZE DISK
 OZ0603'STAMPED, P.C. 2014 + 51.2 B.M. 88.43, AND IS SET IN THE TOP OF A
 OZ0603'PRECAST CONCRETE POST, 50.0 FEET SOUTH OF THE CENTER LINE OF
 OZ0603'THE HIGHWAY AND 1 INCH SOUTH OF A METAL WITNESS POST.
 OZ0603
 OZ0603                          STATION RECOVERY (1959)
 OZ0603
 OZ0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OZ0603'5.2 MI NW FROM MOUNTAIN HOME.
 OZ0603'5.2 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 OZ0603'HIGHWAY 30 AND STATE HIGHWAY 68 AT MOUNTAIN HOME TO A POINT WHERE A
 OZ0603'DOUBLE POWER LINE CROSSES THE HIGHWAY, ABOUT 300.0 FEET NORTH OF THE
 OZ0603'HIGHWAY, 40.0 FEET EAST OF POWER POLE NO. 162, 25.41 FEET SOUTH OF
 OZ0603'R.M. 2, 24.86 FEET SOUTHWEST OF R.M. 1, SET IN A DRILL HOLE IN A
 OZ0603'BOULDER PROJECTING 8 INCHES.
 OZ0603
 OZ0603                          STATION RECOVERY (1978)
 OZ0603
 OZ0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OZ0603'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 OZ0603'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 AND THE
 OZ0603'DISTANCE TO REFERENCE MARK 2 DID COMPARE FAVORABLY WITH THE 1958
 OZ0603'DATA.  THE AZIMUTH MARK WAS FOUND BUT IT WAS FOUND DESTROYED
 OZ0603'THE STATION IS LOCATED ABOUT 37 MILES SOUTHEAST OF DOWNTOWN
 OZ0603'BOISE, 3-1/2  MILES NORTH OF MOUNTAIN HOME AND ON A SMALL RISE.
 OZ0603'
 OZ0603'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 30 AND STATE
 OZ0603'HIGHWAY 51 IN MOUNTAIN HOME, GO NORTHWEST ON U.S. HIGHWAY 30 FOR
 OZ0603'3.6 MILE TO A CROSSROAD, OLD ABANDONED HIGHWAY 30.  TURN LEFT
 OZ0603'JUST BEFORE REACHING THE INTERSTATE HIGHWAY.  TURN LEFT ON THE
 OZ0603'OLD ABANDONED HIGHWAY AND GO NORTHWESTERLY FOR 1.6 MILE TO
 OZ0603'THE STATION ON THE RIGHT.
 OZ0603'
 OZ0603'THE STATION IS A STANDARD CGS DISK
 OZ0603'STAMPED---IDA 80 71 1958---,
 OZ0603'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF .22 METERS
 OZ0603'LARGEST DIMENSION.  IT IS LOCATED
 OZ0603'5.3 FEET NORTH FROM THE METAL WITNESS POST.
 OZ0603'39.2 FEET SOUTHEAST FROM POWER POLE NUMBER 162, WHICH IS THE
 OZ0603'SOUTHWESTERN MOST OF TWO.
 OZ0603'300 FEET NORTHEAST FROM THE CENTER OF THE OLD HIGHWAY.
 OZ0603'
 OZ0603'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OZ0603'STAMPED---IDA 80 71 NO 1 1958---,
 OZ0603'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 OZ0603'LARGEST DIMENSION.  IT IS LOCATED
 OZ0603'26.6 FEET EAST-NORTHEAST FROM THE METAL WITNESS POST.
 OZ0603'57.2  FEET SOUTHEAST FROM POWER POLE NUMBER 162, THE SOUTHWESTERN
 OZ0603'MOST OF TWO.
 OZ0603'MARK IS LEVEL WITH STATION.
 OZ0603'
 OZ0603'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OZ0603'STAMPED---IDA 80 71 NO 2 1958---,
 OZ0603'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 OZ0603'LARGEST DIMENSION.  IT IS LOCATED
 OZ0603'15.2 FEET EAST-SOUTHEAST FROM POWER POLE NUMBER 162, THE
 OZ0603'SOUTHWESTERN MOST OF TWO.
 OZ0603'29 FEET NORTHWEST FROM THE METAL WITNESS POST.
 OZ0603'MARK IS LEVEL WITH STATION.
 OZ0603'
 OZ0603'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.00 METERS.
 OZ0603
 OZ0603                          STATION RECOVERY (1983)
 OZ0603
 OZ0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0603'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.8 KM
 OZ0603'(5.5 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0603'PACIFIC RAILROAD OVERPASS AT MOUNTAIN HOME, IN TOP OF A SMALL BOULDER
 OZ0603'AT THE TOP OF A ROCKY KNOLL WITH DOUBLE POWER POLES ON ITS WEST SLOPE,
 OZ0603'71.0 METERS (233 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 12.0 METERS
 OZ0603'(39 FT) SOUTHEAST OF POWER POLE 162, 8.0 METERS (26 FT) WEST-SOUTHWEST
 OZ0603'OF RM 1, 8.0 METERS (26 FT) SOUTHEAST OF RM 2.
 OZ0603'THE MARK IS 2.0 METERS  NW FROM A WITNESS POST.
 OZ0603'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
 OZ0603
 OZ0603                          STATION RECOVERY (1983)
 OZ0603
 OZ0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0602 ***********************************************************************
 OZ0602  DESIGNATION -  IDA 80 71 RM 1
 OZ0602  PID         -  OZ0602
 OZ0602  STATE/COUNTY-  ID/ELMORE
 OZ0602  USGS QUAD   -  CRATER RINGS (1992)
 OZ0602
 OZ0602                         *CURRENT SURVEY CONTROL
 OZ0602  ___________________________________________________________________
 OZ0602* NAD 83(1986)-  43 10 39.     (N)    115 46 21.     (W)     SCALED    
 OZ0602* NAVD 88     -       978.251  (meters)    3209.48   (feet)  ADJUSTED  
 OZ0602  ___________________________________________________________________
 OZ0602  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 OZ0602  DYNAMIC HT  -         977.834 (meters)    3208.11  (feet)  COMP
 OZ0602  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 OZ0602
 OZ0602  VERT ORDER  -  FIRST     CLASS II
 OZ0602
 OZ0602.The horizontal coordinates were scaled from a topographic map and have
 OZ0602.an estimated accuracy of +/- 6 seconds.
 OZ0602
 OZ0602.The orthometric height was determined by differential leveling
 OZ0602.and adjusted by the National Geodetic Survey in June 1991..
 OZ0602
 OZ0602.The geoid height was determined by GEOID03.
 OZ0602
 OZ0602.The dynamic height is computed by dividing the NAVD 88
 OZ0602.geopotential number by the normal gravity value computed on the
 OZ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0602.degrees latitude (g = 980.6199 gals.).
 OZ0602
 OZ0602.The modeled gravity was interpolated from observed gravity values.
 OZ0602
 OZ0602;                    North         East    Units  Estimated Accuracy
 OZ0602;SPC ID W     -   167,820.      798,170.      MT  (+/- 180 meters Scaled)
 OZ0602
 OZ0602                          SUPERSEDED SURVEY CONTROL
 OZ0602
 OZ0602  NGVD 29 (??/??/92)  977.372  (m)         3206.59   (f) ADJ UNCH    1 2
 OZ0602
 OZ0602.Superseded values are not recommended for survey control.
 OZ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0602.See file dsdata.txt to determine how the superseded data were derived.
 OZ0602
 OZ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH997812(NAD 83)
 OZ0602_MARKER: DR = REFERENCE MARK DISK
 OZ0602_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0602_SP_SET: ROCK OUTCROP
 OZ0602_STAMPING: IDA 80-71 NO 1 1958
 OZ0602_MARK LOGO: CGS   
 OZ0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0602+STABILITY: POSITION/ELEVATION WELL
 OZ0602
 OZ0602  HISTORY     - Date     Condition        Report By
 OZ0602  HISTORY     - 1958     MONUMENTED       CGS
 OZ0602  HISTORY     - 1959     GOOD             NGS
 OZ0602  HISTORY     - 1983     GOOD             NGS
 OZ0602  HISTORY     - 1983     GOOD             NGS
 OZ0602
 OZ0602                          STATION DESCRIPTION
 OZ0602
 OZ0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0602'5.2 MI NW FROM MOUNTAIN HOME.
 OZ0602'5.2 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 OZ0602'HIGHWAY 30 AND STATE HIGHWAY 68 AT MOUNTAIN HOME TO A POINT WHERE A
 OZ0602'DOUBLE POWER LINE CROSSES THE HIGHWAY, 24.86 FEET NORTHEAST OF THE
 OZ0602'STATION MARK, SET IN A DRILL HOLE IN A ROCK OUTCROP PROJECTING 1 FOOT.
 OZ0602
 OZ0602                          STATION RECOVERY (1983)
 OZ0602
 OZ0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0602'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.8 KM
 OZ0602'(5.5 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0602'PACIFIC RAILROAD OVERPASS AT MOUNTAIN HOME, IN TOP OF AN 8- BY 8-FOOT
 OZ0602'PORTION OF OUTCROP PROJECTING 3 FEET ABOVE THE TOP OF A ROCKY KNOLL
 OZ0602'WITH DOUBLE POWER LINE POLES ON ITS WEST SLOPE, 79.0 METERS (260 FT)
 OZ0602'NORTHEAST OF THE HIGHWAY CENTERLINE, 19.0 METERS (62 FT) EAST OF POWER
 OZ0602'POLE 162, 8.0 METERS (26 FT) EAST-NORTHEAST OF THE STATION, 12.0
 OZ0602'METERS (39 FT) EAST OF RM 2.
 OZ0602'THE MARK IS 8.0 METERS  NE FROM A WITNESS POST.
 OZ0602'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
 OZ0602
 OZ0602                          STATION RECOVERY (1983)
 OZ0602
 OZ0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0601 ***********************************************************************
 OZ0601  DESIGNATION -  IDA 80 71 RM 2
 OZ0601  PID         -  OZ0601
 OZ0601  STATE/COUNTY-  ID/ELMORE
 OZ0601  USGS QUAD   -  CRATER RINGS (1992)
 OZ0601
 OZ0601                         *CURRENT SURVEY CONTROL
 OZ0601  ___________________________________________________________________
 OZ0601* NAD 83(1986)-  43 10 39.     (N)    115 46 21.     (W)     SCALED    
 OZ0601* NAVD 88     -       977.971  (meters)    3208.56   (feet)  ADJUSTED  
 OZ0601  ___________________________________________________________________
 OZ0601  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 OZ0601  DYNAMIC HT  -         977.554 (meters)    3207.19  (feet)  COMP
 OZ0601  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 OZ0601
 OZ0601  VERT ORDER  -  FIRST     CLASS II
 OZ0601
 OZ0601.The horizontal coordinates were scaled from a topographic map and have
 OZ0601.an estimated accuracy of +/- 6 seconds.
 OZ0601
 OZ0601.The orthometric height was determined by differential leveling
 OZ0601.and adjusted by the National Geodetic Survey in June 1991..
 OZ0601
 OZ0601.The geoid height was determined by GEOID03.
 OZ0601
 OZ0601.The dynamic height is computed by dividing the NAVD 88
 OZ0601.geopotential number by the normal gravity value computed on the
 OZ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0601.degrees latitude (g = 980.6199 gals.).
 OZ0601
 OZ0601.The modeled gravity was interpolated from observed gravity values.
 OZ0601
 OZ0601;                    North         East    Units  Estimated Accuracy
 OZ0601;SPC ID W     -   167,820.      798,170.      MT  (+/- 180 meters Scaled)
 OZ0601
 OZ0601                          SUPERSEDED SURVEY CONTROL
 OZ0601
 OZ0601  NGVD 29 (??/??/92)  977.092  (m)         3205.68   (f) ADJ UNCH    1 2
 OZ0601
 OZ0601.Superseded values are not recommended for survey control.
 OZ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0601.See file dsdata.txt to determine how the superseded data were derived.
 OZ0601
 OZ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH997812(NAD 83)
 OZ0601_MARKER: DR = REFERENCE MARK DISK
 OZ0601_SETTING: 80 = SET IN A BOULDER
 OZ0601_STAMPING: IDA 80-71 NO 2 1958
 OZ0601_MARK LOGO: CGS   
 OZ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0601+STABILITY: SURFACE MOTION
 OZ0601
 OZ0601  HISTORY     - Date     Condition        Report By
 OZ0601  HISTORY     - 1958     MONUMENTED       CGS
 OZ0601  HISTORY     - 1959     GOOD             NGS
 OZ0601  HISTORY     - 1983     GOOD             NGS
 OZ0601  HISTORY     - 1983     GOOD             NGS
 OZ0601
 OZ0601                          STATION DESCRIPTION
 OZ0601
 OZ0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0601'5.2 MI NW FROM MOUNTAIN HOME.
 OZ0601'5.2 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 OZ0601'HIGHWAY 30 AND STATE HIGHWAY 68 AT MOUNTAIN HOME TO A POINT WHERE A
 OZ0601'DOUBLE POWER LINE CROSSES THE HIGHWAY, 25.41 FEET NORTH OF THE STATION
 OZ0601'MARK, SET IN A DRILL HOLE IN A ROCK OUTCROP PROJECTING 1 FOOT.
 OZ0601
 OZ0601                          STATION RECOVERY (1983)
 OZ0601
 OZ0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0601'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.8 KM
 OZ0601'(5.5 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0601'PACIFIC RAILROAD OVERPASS AT MOUNTAIN HOME, IN TOP OF A 4- BY 4-FOOT
 OZ0601'BOULDER AT THE TOP OF A ROCKY KNOLL WITH DOUBLE POWER POLES ON ITS
 OZ0601'WEST SLOPE, 71.0 METERS (233 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 OZ0601'5.0 METERS (16 FT) EAST OF POWER POLE 162, 8.0 METERS (26 FT)
 OZ0601'NORTHWEST OF THE STATION, 12.0 METERS (39 FT) WEST OF RM 1.
 OZ0601'THE MARK IS 10.0 METERS  NW FROM A WITNESS POST.
 OZ0601'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
 OZ0601
 OZ0601                          STATION RECOVERY (1983)
 OZ0601
 OZ0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0598 ***********************************************************************
 OZ0598  DESIGNATION -  IDA 80 72
 OZ0598  PID         -  OZ0598
 OZ0598  STATE/COUNTY-  ID/ELMORE
 OZ0598  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0598
 OZ0598                         *CURRENT SURVEY CONTROL
 OZ0598  ___________________________________________________________________
 OZ0598* NAD 83(1992)-  43 09 56.36391(N)    115 44 36.91206(W)     ADJUSTED  
 OZ0598* NAVD 88     -       981.190  (meters)    3219.12   (feet)  POSTED    
 OZ0598  ___________________________________________________________________
 OZ0598  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 OZ0598  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 OZ0598  DYNAMIC HT  -         980.770 (meters)    3217.74  (feet)  COMP
 OZ0598  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 OZ0598
 OZ0598  HORZ ORDER  -  SECOND
 OZ0598  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OZ0598
 OZ0598.The horizontal coordinates were established by classical geodetic methods
 OZ0598.and adjusted by the National Geodetic Survey in July 1992..
 OZ0598
 OZ0598.The orthometric height was determined by differential leveling
 OZ0598.and adjusted by the National Geodetic Survey in 1992..
 OZ0598.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OZ0598.rate greater than 8.0 mm/km.
 OZ0598
 OZ0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0598
 OZ0598.The geoid height was determined by GEOID03.
 OZ0598
 OZ0598.The dynamic height is computed by dividing the NAVD 88
 OZ0598.geopotential number by the normal gravity value computed on the
 OZ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0598.degrees latitude (g = 980.6199 gals.).
 OZ0598
 OZ0598.The modeled gravity was interpolated from observed gravity values.
 OZ0598
 OZ0598;                    North         East     Units Scale Factor Converg.
 OZ0598;SPC ID W     -   166,498.790   800,521.506   MT  0.99993334   +0 00 15.8
 OZ0598;UTM  11      - 4,779,977.093   602,133.172   MT  0.99972832   +0 51 34.6
 OZ0598
 OZ0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0598!SPC ID W     -   0.99984865  x   0.99993334  =   0.99978200
 OZ0598!UTM  11      -   0.99984865  x   0.99972832  =   0.99957702
 OZ0598
 OZ0598|---------------------------------------------------------------------|
 OZ0598| PID    Reference Object                     Distance      Geod. Az  |
 OZ0598|                                                           dddmmss.s |
 OZ0598| OZ0600 IDA 80 72 RM 1                       10.718 METERS 06246     |
 OZ0598| OZ1040 MOUNTAIN HOME MUNICIPAL TANK        APPROX. 4.9 KM 1313712.5 |
 OZ0598| OZ0599 IDA 80 72 RM 2                       11.872 METERS 14654     |
 OZ0598|---------------------------------------------------------------------|
 OZ0598
 OZ0598                          SUPERSEDED SURVEY CONTROL
 OZ0598
 OZ0598  NAD 83(1986)-  43 09 56.36465(N)    115 44 36.90741(W) AD(       ) 2
 OZ0598  NAD 27      -  43 09 56.74519(N)    115 44 33.59094(W) AD(       ) 2
 OZ0598  NGVD 29 (??/??/92)  980.317  (m)         3216.26   (f) ADJ UNCH    2 0
 OZ0598
 OZ0598.Superseded values are not recommended for survey control.
 OZ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0598.See file dsdata.txt to determine how the superseded data were derived.
 OZ0598
 OZ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0213379977(NAD 83)
 OZ0598_MARKER: DE = TRAVERSE STATION DISK
 OZ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0598_STAMPING: IDA 80-72 1958
 OZ0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0598+STABILITY: SURFACE MOTION
 OZ0598
 OZ0598  HISTORY     - Date     Condition        Report By
 OZ0598  HISTORY     - 1959     MONUMENTED       CGS
 OZ0598  HISTORY     - 1959     GOOD             NGS
 OZ0598  HISTORY     - 1982     GOOD             LOCSUR
 OZ0598
 OZ0598                          STATION DESCRIPTION
 OZ0598
 OZ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ0598'THE STATION IS 2 MILES NORTHWEST OF MTN. HOME AND 900 FEET
 OZ0598'SOUTH OF THE PRESENT ALIGNMENT OF U.S. HIGHWAY 30.  IT IS ABOUT
 OZ0598'MIDWAY BETWEEN THE HIGHER ELEVATIONS TO THE SOUTH AND THE
 OZ0598'RAILROAD TRACKS ON A FLAT SAGE BRUSH COVERED RIDGE.
 OZ0598'
 OZ0598'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN A SQUARE
 OZ0598'CONCRETE POST PROJECTING 2 INCHES AND STAMPED IDA 80-72 1958.
 OZ0598'
 OZ0598'THE REFERENCE MARKS ARE STANDARD DISKS SET IN SQUARE CONCRETE
 OZ0598'POSTS EACH PROJECTING 2 INCHES AND STAMPED IDA 80-72 1958 NO 1
 OZ0598'AND NO 2 RESPECTIVELY
 OZ0598'
 OZ0598'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND STATE ROUTE
 OZ0598'68 IN MTN. HOME GO NORTHWEST ON U.S. HIGHWAY 30 FOR 2.1 MILES
 OZ0598'TO A SIDE ROAD LEFT, TURN LEFT, SOUTH, AND AFTER CROSSING THE
 OZ0598'RAILROAD TURN SHARP RIGHT ALONG THE SOUTH SIDE OF THE RAILROAD
 OZ0598'RIGHT OF WAY FENCE AND CONTINUE NORTHWEST FOR 1.3 MILES.  HERE
 OZ0598'TURN LEFT, SOUTH, ON DIM TRACKS FOR 0.25 MILE TO THE STATION
 OZ0598'SITE 8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 OZ0598'
 OZ0598'A 2-WHEEL DRIVE STATION EXCEPT DURING EXTREME WET WEATHER.
 OZ0598
 OZ0598                          STATION RECOVERY (1959)
 OZ0598
 OZ0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OZ0598'3.4 MI NW FROM MOUNTAIN HOME.
 OZ0598'3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 OZ0598'HIGHWAY 30 AND STATE HIGHWAY 68 AT MOUNTAIN HOME, 0.25 MILE SOUTH OF
 OZ0598'THE HIGHWAY, 38.95 FEET NORTHWEST OF R.M. 2, 35.16 FEET SOUTHWEST OF
 OZ0598'R.M. 1, 8.0 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN A
 OZ0598'SQUARE CONCRETE POST PROJECTING 2 INCHES.
 OZ0598
 OZ0598                          STATION RECOVERY (1982)
 OZ0598
 OZ0598'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 OZ0598'A METAL WITNESS POST WITH SIGN IS 9.0 FEET NORTH OF THE STATION MARK.
 OZ0598'THE MOUNTAIN HOME WATER TANK NO LONGER EXISTS. THE TO REACH
 OZ0598'INSTRUCTION ARE ADEQUATE EXCEPT THAT THE 'DIM TRACK' ARE NO LONGER
 OZ0598'DISCERNIBLE. A RIGHT ANGLE TURN TO THE LEFT (SW) SHOULD BE MADE
 OZ0598'OPPOSITE THE JANADEL RESTAURANT ON OLD U.S. HWY 30. THE STATION IS
 OZ0598'THROUGH THE SAGE BRUCH APPROXIMATELY 750 FEET FROM THIS TURN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0591 ***********************************************************************
 OZ0591  DESIGNATION -  IDA 80 72 A RM 1
 OZ0591  PID         -  OZ0591
 OZ0591  STATE/COUNTY-  ID/ELMORE
 OZ0591  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0591
 OZ0591                         *CURRENT SURVEY CONTROL
 OZ0591  ___________________________________________________________________
 OZ0591* NAD 83(1986)-  43 09 32.     (N)    115 41 42.     (W)     SCALED    
 OZ0591* NAVD 88     -       980.960  (meters)    3218.37   (feet)  ADJUSTED  
 OZ0591  ___________________________________________________________________
 OZ0591  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 OZ0591  DYNAMIC HT  -         980.530 (meters)    3216.96  (feet)  COMP
 OZ0591  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 OZ0591
 OZ0591  VERT ORDER  -  SECOND    CLASS 0
 OZ0591
 OZ0591.The horizontal coordinates were scaled from a topographic map and have
 OZ0591.an estimated accuracy of +/- 6 seconds.
 OZ0591
 OZ0591.The orthometric height was determined by differential leveling
 OZ0591.and adjusted by the National Geodetic Survey in June 1991..
 OZ0591
 OZ0591.The geoid height was determined by GEOID03.
 OZ0591
 OZ0591.The dynamic height is computed by dividing the NAVD 88
 OZ0591.geopotential number by the normal gravity value computed on the
 OZ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0591.degrees latitude (g = 980.6199 gals.).
 OZ0591
 OZ0591.The modeled gravity was interpolated from observed gravity values.
 OZ0591
 OZ0591;                    North         East    Units  Estimated Accuracy
 OZ0591;SPC ID W     -   165,750.      804,470.      MT  (+/- 180 meters Scaled)
 OZ0591
 OZ0591                          SUPERSEDED SURVEY CONTROL
 OZ0591
 OZ0591  NGVD 29 (??/??/92)  980.085  (m)         3215.50   (f) ADJ UNCH    2 0
 OZ0591
 OZ0591.Superseded values are not recommended for survey control.
 OZ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0591.See file dsdata.txt to determine how the superseded data were derived.
 OZ0591
 OZ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH060792(NAD 83)
 OZ0591_MARKER: DR = REFERENCE MARK DISK
 OZ0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0591_STAMPING: IDA 80-72 A NO 1 1958
 OZ0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0591+STABILITY: SURFACE MOTION
 OZ0591
 OZ0591  HISTORY     - Date     Condition        Report By
 OZ0591  HISTORY     - 1958     MONUMENTED       CGS
 OZ0591  HISTORY     - 1959     GOOD             NGS
 OZ0591
 OZ0591                          STATION DESCRIPTION
 OZ0591
 OZ0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0591'2.7 MI N FROM MOUNTAIN HOME.
 OZ0591'1.1 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 OZ0591'MOUNTAIN HOME TO A PAVED ROAD, THENCE 0.75 MILE NORTH ON PAVED ROAD TO
 OZ0591'A INTERSECTION, THENCE 0.5 MILE EAST ON PAVED ROAD TO A T
 OZ0591'INTERSECTION, THENCE 0.2 MILE NORTH ON DIRT ROAD, THENCE 0.15 MILE
 OZ0591'EAST ON DIRT ROAD, 32.7 FEET NORTHEAST OF THE STATION MARK, 26.0 FEET
 OZ0591'SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD, SET IN A SQUARE CONCRETE
 OZ0591'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0593 ***********************************************************************
 OZ0593  DESIGNATION -  IDA 80 72 A RM 2
 OZ0593  PID         -  OZ0593
 OZ0593  STATE/COUNTY-  ID/ELMORE
 OZ0593  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0593
 OZ0593                         *CURRENT SURVEY CONTROL
 OZ0593  ___________________________________________________________________
 OZ0593* NAD 83(1986)-  43 09 31.     (N)    115 41 42.     (W)     SCALED    
 OZ0593* NAVD 88     -       980.864  (meters)    3218.05   (feet)  ADJUSTED  
 OZ0593  ___________________________________________________________________
 OZ0593  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 OZ0593  DYNAMIC HT  -         980.434 (meters)    3216.64  (feet)  COMP
 OZ0593  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 OZ0593
 OZ0593  VERT ORDER  -  SECOND    CLASS 0
 OZ0593
 OZ0593.The horizontal coordinates were scaled from a topographic map and have
 OZ0593.an estimated accuracy of +/- 6 seconds.
 OZ0593
 OZ0593.The orthometric height was determined by differential leveling
 OZ0593.and adjusted by the National Geodetic Survey in June 1991..
 OZ0593
 OZ0593.The geoid height was determined by GEOID03.
 OZ0593
 OZ0593.The dynamic height is computed by dividing the NAVD 88
 OZ0593.geopotential number by the normal gravity value computed on the
 OZ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0593.degrees latitude (g = 980.6199 gals.).
 OZ0593
 OZ0593.The modeled gravity was interpolated from observed gravity values.
 OZ0593
 OZ0593;                    North         East    Units  Estimated Accuracy
 OZ0593;SPC ID W     -   165,720.      804,470.      MT  (+/- 180 meters Scaled)
 OZ0593
 OZ0593                          SUPERSEDED SURVEY CONTROL
 OZ0593
 OZ0593  NGVD 29 (??/??/92)  979.988  (m)         3215.18   (f) ADJ UNCH    2 0
 OZ0593
 OZ0593.Superseded values are not recommended for survey control.
 OZ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0593.See file dsdata.txt to determine how the superseded data were derived.
 OZ0593
 OZ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH060792(NAD 83)
 OZ0593_MARKER: DR = REFERENCE MARK DISK
 OZ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0593_STAMPING: IDA 80-72 A NO 2 1958
 OZ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0593+STABILITY: SURFACE MOTION
 OZ0593
 OZ0593  HISTORY     - Date     Condition        Report By
 OZ0593  HISTORY     - 1958     MONUMENTED       CGS
 OZ0593  HISTORY     - 1959     GOOD             NGS
 OZ0593
 OZ0593                          STATION DESCRIPTION
 OZ0593
 OZ0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0593'2.7 MI N FROM MOUNTAIN HOME.
 OZ0593'1.1 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 OZ0593'MOUNTAIN HOME TO A PAVED ROAD, THENCE 0.75 MILE NORTH ON PAVED ROAD TO
 OZ0593'A INTERSECTION, THENCE 0.5 MILE EAST ON PAVED ROAD TO A T
 OZ0593'INTERSECTION, THENCE 0.2 MILE NORTH ON DIRT ROAD, THENCE 0.15 MILE
 OZ0593'EAST ON DIRT ROAD, 45.6 FEET SOUTHWEST OF THE STATION MARK, 31.0 FEET
 OZ0593'SOUTHWEST OF POWER LINE, 26.6 FEET SOUTHEAST OF THE CENTERLINE OF DIRT
 OZ0593'ROAD, 2.0 FEET WEST OF FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 OZ0593'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0600 ***********************************************************************
 OZ0600  DESIGNATION -  IDA 80 72 RM 1
 OZ0600  PID         -  OZ0600
 OZ0600  STATE/COUNTY-  ID/ELMORE
 OZ0600  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0600
 OZ0600                         *CURRENT SURVEY CONTROL
 OZ0600  ___________________________________________________________________
 OZ0600* NAD 83(1986)-  43 09 56.     (N)    115 44 40.     (W)     SCALED    
 OZ0600* NAVD 88     -       981.081  (meters)    3218.76   (feet)  POSTED    
 OZ0600  ___________________________________________________________________
 OZ0600  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 OZ0600  DYNAMIC HT  -         980.660 (meters)    3217.38  (feet)  COMP
 OZ0600  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 OZ0600
 OZ0600  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OZ0600
 OZ0600.The horizontal coordinates were scaled from a topographic map and have
 OZ0600.an estimated accuracy of +/- 6 seconds.
 OZ0600
 OZ0600.The orthometric height was determined by differential leveling
 OZ0600.and adjusted by the National Geodetic Survey in 1992..
 OZ0600.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OZ0600.rate greater than 8.0 mm/km.
 OZ0600
 OZ0600.The geoid height was determined by GEOID03.
 OZ0600
 OZ0600.The dynamic height is computed by dividing the NAVD 88
 OZ0600.geopotential number by the normal gravity value computed on the
 OZ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0600.degrees latitude (g = 980.6199 gals.).
 OZ0600
 OZ0600.The modeled gravity was interpolated from observed gravity values.
 OZ0600
 OZ0600;                    North         East    Units  Estimated Accuracy
 OZ0600;SPC ID W     -   166,490.      800,450.      MT  (+/- 180 meters Scaled)
 OZ0600
 OZ0600                          SUPERSEDED SURVEY CONTROL
 OZ0600
 OZ0600  NGVD 29 (??/??/92)  980.204  (m)         3215.89   (f) ADJ UNCH    2 0
 OZ0600
 OZ0600.Superseded values are not recommended for survey control.
 OZ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0600.See file dsdata.txt to determine how the superseded data were derived.
 OZ0600
 OZ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH020799(NAD 83)
 OZ0600_MARKER: DR = REFERENCE MARK DISK
 OZ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0600_STAMPING: IDA 80-72 NO 1 1958
 OZ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0600+STABILITY: SURFACE MOTION
 OZ0600
 OZ0600  HISTORY     - Date     Condition        Report By
 OZ0600  HISTORY     - 1958     MONUMENTED       CGS
 OZ0600  HISTORY     - 1959     GOOD             NGS
 OZ0600  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0600
 OZ0600                          STATION DESCRIPTION
 OZ0600
 OZ0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0600'3.4 MI NW FROM MOUNTAIN HOME.
 OZ0600'3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 OZ0600'HIGHWAY 30 AND STATE HIGHWAY 68 AT MOUNTAIN HOME, 0.25 MILE SOUTH OF
 OZ0600'THE HIGHWAY, 35.16 FEET NORTHEAST OF THE STATION MARK, SET IN A SQUARE
 OZ0600'CONCRETE POST PROJECTING 2 INCHES.
 OZ0600
 OZ0600                          STATION RECOVERY (1983)
 OZ0600
 OZ0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0599 ***********************************************************************
 OZ0599  DESIGNATION -  IDA 80 72 RM 2
 OZ0599  PID         -  OZ0599
 OZ0599  STATE/COUNTY-  ID/ELMORE
 OZ0599  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0599
 OZ0599                         *CURRENT SURVEY CONTROL
 OZ0599  ___________________________________________________________________
 OZ0599* NAD 83(1986)-  43 09 55.     (N)    115 44 40.     (W)     SCALED    
 OZ0599* NAVD 88     -       981.095  (meters)    3218.81   (feet)  POSTED    
 OZ0599  ___________________________________________________________________
 OZ0599  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 OZ0599  DYNAMIC HT  -         980.670 (meters)    3217.41  (feet)  COMP
 OZ0599  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 OZ0599
 OZ0599  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OZ0599
 OZ0599.The horizontal coordinates were scaled from a topographic map and have
 OZ0599.an estimated accuracy of +/- 6 seconds.
 OZ0599
 OZ0599.The orthometric height was determined by differential leveling
 OZ0599.and adjusted by the National Geodetic Survey in 1992..
 OZ0599.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OZ0599.rate greater than 8.0 mm/km.
 OZ0599
 OZ0599.The geoid height was determined by GEOID03.
 OZ0599
 OZ0599.The dynamic height is computed by dividing the NAVD 88
 OZ0599.geopotential number by the normal gravity value computed on the
 OZ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0599.degrees latitude (g = 980.6199 gals.).
 OZ0599
 OZ0599.The modeled gravity was interpolated from observed gravity values.
 OZ0599
 OZ0599;                    North         East    Units  Estimated Accuracy
 OZ0599;SPC ID W     -   166,460.      800,450.      MT  (+/- 180 meters Scaled)
 OZ0599
 OZ0599                          SUPERSEDED SURVEY CONTROL
 OZ0599
 OZ0599  NGVD 29 (??/??/92)  980.221  (m)         3215.94   (f) ADJ UNCH    2 0
 OZ0599
 OZ0599.Superseded values are not recommended for survey control.
 OZ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0599.See file dsdata.txt to determine how the superseded data were derived.
 OZ0599
 OZ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH020799(NAD 83)
 OZ0599_MARKER: DR = REFERENCE MARK DISK
 OZ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0599_STAMPING: IDA 80-72 NO 2 1958
 OZ0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0599+STABILITY: SURFACE MOTION
 OZ0599
 OZ0599  HISTORY     - Date     Condition        Report By
 OZ0599  HISTORY     - 1958     MONUMENTED       CGS
 OZ0599  HISTORY     - 1959     GOOD             NGS
 OZ0599  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0599
 OZ0599                          STATION DESCRIPTION
 OZ0599
 OZ0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0599'3.4 MI NW FROM MOUNTAIN HOME.
 OZ0599'3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION OF U.S.
 OZ0599'HIGHWAY 30 AND STATE HIGHWAY 68 AT MOUNTAIN HOME, 0.25 MILE SOUTH OF
 OZ0599'THE HIGHWAY, 38.95 FEET SOUTHEAST OF THE STATION MARK, SET IN A SQUARE
 OZ0599'CONCRETE POST PROJECTING 2 INCHES.
 OZ0599
 OZ0599                          STATION RECOVERY (1983)
 OZ0599
 OZ0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0589 ***********************************************************************
 OZ0589  DESIGNATION -  IDA 80 73
 OZ0589  PID         -  OZ0589
 OZ0589  STATE/COUNTY-  ID/ELMORE
 OZ0589  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0589
 OZ0589                         *CURRENT SURVEY CONTROL
 OZ0589  ___________________________________________________________________
 OZ0589* NAD 83(1992)-  43 08 09.66250(N)    115 39 55.37253(W)     ADJUSTED  
 OZ0589* NAVD 88     -       977.147  (meters)    3205.86   (feet)  ADJUSTED  
 OZ0589  ___________________________________________________________________
 OZ0589  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 OZ0589  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 OZ0589  DYNAMIC HT  -         976.714 (meters)    3204.44  (feet)  COMP
 OZ0589  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 OZ0589
 OZ0589  HORZ ORDER  -  SECOND
 OZ0589  VERT ORDER  -  SECOND    CLASS 0
 OZ0589
 OZ0589.The horizontal coordinates were established by classical geodetic methods
 OZ0589.and adjusted by the National Geodetic Survey in July 1992..
 OZ0589
 OZ0589.The orthometric height was determined by differential leveling
 OZ0589.and adjusted by the National Geodetic Survey in June 1991..
 OZ0589
 OZ0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0589
 OZ0589.The geoid height was determined by GEOID03.
 OZ0589
 OZ0589.The dynamic height is computed by dividing the NAVD 88
 OZ0589.geopotential number by the normal gravity value computed on the
 OZ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0589.degrees latitude (g = 980.6199 gals.).
 OZ0589
 OZ0589.The modeled gravity was interpolated from observed gravity values.
 OZ0589
 OZ0589;                    North         East     Units Scale Factor Converg.
 OZ0589;SPC ID W     -   163,209.670   806,884.196   MT  0.99993392   +0 03 28.3
 OZ0589;UTM  11      - 4,776,783.910   608,542.970   MT  0.99974493   +0 54 45.4
 OZ0589
 OZ0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0589!SPC ID W     -   0.99984928  x   0.99993392  =   0.99978321
 OZ0589!UTM  11      -   0.99984928  x   0.99974493  =   0.99959425
 OZ0589
 OZ0589|---------------------------------------------------------------------|
 OZ0589| PID    Reference Object                     Distance      Geod. Az  |
 OZ0589|                                                           dddmmss.s |
 OZ0589| OZ0587 IDA 80 73 RM 1                        6.763 METERS 02052     |
 OZ0589| OZ0588 IDA 80 73 RM 2                        6.342 METERS 10821     |
 OZ0589| OZ1040 MOUNTAIN HOME MUNICIPAL TANK        APPROX. 2.7 KM 2710331.8 |
 OZ0589|---------------------------------------------------------------------|
 OZ0589
 OZ0589                          SUPERSEDED SURVEY CONTROL
 OZ0589
 OZ0589  NAD 83(1986)-  43 08 09.66363(N)    115 39 55.36805(W) AD(       ) 2
 OZ0589  NAD 27      -  43 08 10.04025(N)    115 39 52.06238(W) AD(       ) 2
 OZ0589  NGVD 29 (??/??/92)  976.268  (m)         3202.97   (f) ADJ UNCH    2 0
 OZ0589
 OZ0589.Superseded values are not recommended for survey control.
 OZ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0589.See file dsdata.txt to determine how the superseded data were derived.
 OZ0589
 OZ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0854376784(NAD 83)
 OZ0589_MARKER: DS = TRIANGULATION STATION DISK
 OZ0589_SETTING: 80 = SET IN A BOULDER
 OZ0589_SP_SET: BOULDER
 OZ0589_STAMPING: IDA 80-73 1958
 OZ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0589+STABILITY: SURFACE MOTION
 OZ0589
 OZ0589  HISTORY     - Date     Condition        Report By
 OZ0589  HISTORY     - 1959     MONUMENTED       CGS
 OZ0589  HISTORY     - 1959     GOOD             NGS
 OZ0589  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0589
 OZ0589                          STATION DESCRIPTION
 OZ0589
 OZ0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OZ0589'THE STATION IS 1.6 MILES NORTHEAST OF MOUNTAIN HOME, AND ALONG
 OZ0589'STATE ROUTE 68, 90 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 OZ0589'65 FEET NORTH OF POWER POLE NUMBERED 805, AND HIGHWAY MILE
 OZ0589'POST 104 IS 125 FEET SOUTH FROM THE STATION.
 OZ0589'
 OZ0589'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 OZ0589'IN AN EMBEDDED BOULDER PROJECTING 2-INCHES ABOVE GROUND, STAMPED
 OZ0589'IDA 80-73 1958.
 OZ0589'
 OZ0589'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES
 OZ0589'IN EMBEDDED BOULDERS, STAMPED IDA 80-73 1958, AND FURTHER
 OZ0589'STAMPED NO 1 AND NO 2 RESPECTIVELY
 OZ0589
 OZ0589                          STATION RECOVERY (1959)
 OZ0589
 OZ0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OZ0589'1.55 MI NE FROM MOUNTAIN HOME.
 OZ0589'0.05 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 OZ0589'MOUNTAIN HOME TO STATE HIGHWAY 68, THENCE 1.5 MILES EAST ALONG HIGHWAY
 OZ0589'68, 75.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 69.0 FEET NORTH
 OZ0589'OF POWER POLE NO. 803, 22.5 FEET SOUTH OF R.M. 1, 20.6 FEET WEST OF
 OZ0589'R.M. 2, 4.0 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A
 OZ0589'DRILL HOLE IN A BOULDER.
 OZ0589
 OZ0589                          STATION RECOVERY (1983)
 OZ0589
 OZ0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0587 ***********************************************************************
 OZ0587  DESIGNATION -  IDA 80 73 RM 1
 OZ0587  PID         -  OZ0587
 OZ0587  STATE/COUNTY-  ID/ELMORE
 OZ0587  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0587
 OZ0587                         *CURRENT SURVEY CONTROL
 OZ0587  ___________________________________________________________________
 OZ0587* NAD 83(1986)-  43 08 10.     (N)    115 39 55.     (W)     SCALED    
 OZ0587* NAVD 88     -       977.366  (meters)    3206.57   (feet)  ADJUSTED  
 OZ0587  ___________________________________________________________________
 OZ0587  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 OZ0587  DYNAMIC HT  -         976.933 (meters)    3205.15  (feet)  COMP
 OZ0587  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 OZ0587
 OZ0587  VERT ORDER  -  SECOND    CLASS 0
 OZ0587
 OZ0587.The horizontal coordinates were scaled from a topographic map and have
 OZ0587.an estimated accuracy of +/- 6 seconds.
 OZ0587
 OZ0587.The orthometric height was determined by differential leveling
 OZ0587.and adjusted by the National Geodetic Survey in June 1991..
 OZ0587
 OZ0587.The geoid height was determined by GEOID03.
 OZ0587
 OZ0587.The dynamic height is computed by dividing the NAVD 88
 OZ0587.geopotential number by the normal gravity value computed on the
 OZ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0587.degrees latitude (g = 980.6199 gals.).
 OZ0587
 OZ0587.The modeled gravity was interpolated from observed gravity values.
 OZ0587
 OZ0587;                    North         East    Units  Estimated Accuracy
 OZ0587;SPC ID W     -   163,220.      806,890.      MT  (+/- 180 meters Scaled)
 OZ0587
 OZ0587                          SUPERSEDED SURVEY CONTROL
 OZ0587
 OZ0587  NGVD 29 (??/??/92)  976.487  (m)         3203.69   (f) ADJ UNCH    2 0
 OZ0587
 OZ0587.Superseded values are not recommended for survey control.
 OZ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0587.See file dsdata.txt to determine how the superseded data were derived.
 OZ0587
 OZ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH085767(NAD 83)
 OZ0587_MARKER: DR = REFERENCE MARK DISK
 OZ0587_SETTING: 80 = SET IN A BOULDER
 OZ0587_SP_SET: BOULDER
 OZ0587_STAMPING: IDA 80-73 NO 1 1958
 OZ0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0587+STABILITY: SURFACE MOTION
 OZ0587
 OZ0587  HISTORY     - Date     Condition        Report By
 OZ0587  HISTORY     - 1958     MONUMENTED       CGS
 OZ0587  HISTORY     - 1959     GOOD             NGS
 OZ0587  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0587
 OZ0587                          STATION DESCRIPTION
 OZ0587
 OZ0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0587'1.55 MI NE FROM MOUNTAIN HOME.
 OZ0587'0.05 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 OZ0587'MOUNTAIN HOME TO STATE HIGHWAY 68, THENCE 1.5 MILES EAST ALONG HIGHWAY
 OZ0587'68, 91.0 FEET NORTH OF POWER POLE NO. 803, 71.0 FEET NORTHEAST OF THE
 OZ0587'CENTERLINE OF THE HIGHWAY, 22.5 FEET NORTH OF THE STATION MARK, SET IN
 OZ0587'A DRILL HOLE IN A BOULDER.
 OZ0587
 OZ0587                          STATION RECOVERY (1983)
 OZ0587
 OZ0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0588 ***********************************************************************
 OZ0588  DESIGNATION -  IDA 80 73 RM 2
 OZ0588  PID         -  OZ0588
 OZ0588  STATE/COUNTY-  ID/ELMORE
 OZ0588  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0588
 OZ0588                         *CURRENT SURVEY CONTROL
 OZ0588  ___________________________________________________________________
 OZ0588* NAD 83(1986)-  43 08 09.     (N)    115 39 54.     (W)     SCALED    
 OZ0588* NAVD 88     -       977.081  (meters)    3205.64   (feet)  ADJUSTED  
 OZ0588  ___________________________________________________________________
 OZ0588  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 OZ0588  DYNAMIC HT  -         976.647 (meters)    3204.22  (feet)  COMP
 OZ0588  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 OZ0588
 OZ0588  VERT ORDER  -  SECOND    CLASS 0
 OZ0588
 OZ0588.The horizontal coordinates were scaled from a topographic map and have
 OZ0588.an estimated accuracy of +/- 6 seconds.
 OZ0588
 OZ0588.The orthometric height was determined by differential leveling
 OZ0588.and adjusted by the National Geodetic Survey in June 1991..
 OZ0588
 OZ0588.The geoid height was determined by GEOID03.
 OZ0588
 OZ0588.The dynamic height is computed by dividing the NAVD 88
 OZ0588.geopotential number by the normal gravity value computed on the
 OZ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0588.degrees latitude (g = 980.6199 gals.).
 OZ0588
 OZ0588.The modeled gravity was interpolated from observed gravity values.
 OZ0588
 OZ0588;                    North         East    Units  Estimated Accuracy
 OZ0588;SPC ID W     -   163,190.      806,920.      MT  (+/- 180 meters Scaled)
 OZ0588
 OZ0588                          SUPERSEDED SURVEY CONTROL
 OZ0588
 OZ0588  NGVD 29 (??/??/92)  976.201  (m)         3202.75   (f) ADJ UNCH    2 0
 OZ0588
 OZ0588.Superseded values are not recommended for survey control.
 OZ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0588.See file dsdata.txt to determine how the superseded data were derived.
 OZ0588
 OZ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH085767(NAD 83)
 OZ0588_MARKER: DR = REFERENCE MARK DISK
 OZ0588_SETTING: 80 = SET IN A BOULDER
 OZ0588_SP_SET: BOULDER
 OZ0588_STAMPING: IDA 80-73 NO 2 1958
 OZ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0588+STABILITY: SURFACE MOTION
 OZ0588
 OZ0588  HISTORY     - Date     Condition        Report By
 OZ0588  HISTORY     - 1958     MONUMENTED       CGS
 OZ0588  HISTORY     - 1959     GOOD             NGS
 OZ0588  HISTORY     - 1983     MARK NOT FOUND   NGS
 OZ0588
 OZ0588                          STATION DESCRIPTION
 OZ0588
 OZ0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0588'1.55 MI NE FROM MOUNTAIN HOME.
 OZ0588'0.05 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 OZ0588'MOUNTAIN HOME TO STATE HIGHWAY 68, THENCE 1.5 MILES EAST ALONG HIGHWAY
 OZ0588'68, 96.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 70.4 FEET NORTH
 OZ0588'OF POWER POLE NO. 803, 20.6 FEET SOUTHEAST OF THE STATION MARK, SET IN
 OZ0588'A DRILL HOLE IN A BOULDER.
 OZ0588
 OZ0588                          STATION RECOVERY (1983)
 OZ0588
 OZ0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1035 ***********************************************************************
 OZ1035  DESIGNATION -  IDA 80 74
 OZ1035  PID         -  OZ1035
 OZ1035  STATE/COUNTY-  ID/ELMORE
 OZ1035  USGS QUAD   -  REVERSE (1992)
 OZ1035
 OZ1035                         *CURRENT SURVEY CONTROL
 OZ1035  ___________________________________________________________________
 OZ1035* NAD 83(1992)-  43 06 29.21024(N)    115 35 14.34785(W)     ADJUSTED  
 OZ1035* NAVD 88     -      1023.2    (meters)    3357.     (feet)  VERTCON   
 OZ1035  ___________________________________________________________________
 OZ1035  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 OZ1035  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 OZ1035
 OZ1035  HORZ ORDER  -  SECOND
 OZ1035
 OZ1035.The horizontal coordinates were established by classical geodetic methods
 OZ1035.and adjusted by the National Geodetic Survey in July 1992..
 OZ1035
 OZ1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1035
 OZ1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1035
 OZ1035.The geoid height was determined by GEOID03.
 OZ1035
 OZ1035;                    North         East     Units Scale Factor Converg.
 OZ1035;SPC ID W     -   160,119.315   813,241.016   MT  0.99993549   +0 06 40.2
 OZ1035;UTM  11      - 4,773,789.246   614,944.013   MT  0.99976253   +0 57 55.8
 OZ1035
 OZ1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1035!SPC ID W     -   0.99984206  x   0.99993549  =   0.99977756
 OZ1035!UTM  11      -   0.99984206  x   0.99976253  =   0.99960463
 OZ1035
 OZ1035|---------------------------------------------------------------------|
 OZ1035| PID    Reference Object                     Distance      Geod. Az  |
 OZ1035|                                                           dddmmss.s |
 OZ1035| CD5337 IDA 80 74 RM 2                       77.370 METERS 00631     |
 OZ1035| CD5336 IDA 80 74 RM 1                       90.700 METERS 06427     |
 OZ1035| OZ1032 T4S R7E SECS 1 2 11 12              APPROX. 1.4 KM 1483622.1 |
 OZ1035|---------------------------------------------------------------------|
 OZ1035
 OZ1035                          SUPERSEDED SURVEY CONTROL
 OZ1035
 OZ1035  NAD 83(1986)-  43 06 29.21129(N)    115 35 14.34260(W) AD(       ) 2
 OZ1035  NAD 27      -  43 06 29.58460(N)    115 35 11.05050(W) AD(       ) 2
 OZ1035  NGVD 29 (07/19/86) 1022.3    (m)         3354.     (f) VERT ANG       
 OZ1035
 OZ1035.Superseded values are not recommended for survey control.
 OZ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1035.See file dsdata.txt to determine how the superseded data were derived.
 OZ1035
 OZ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1494473789(NAD 83)
 OZ1035_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ1035
 OZ1035  HISTORY     - Date     Condition        Report By
 OZ1035  HISTORY     - 1959     MONUMENTED       CGS
 OZ1035
 OZ1035                          STATION DESCRIPTION
 OZ1035
 OZ1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1035'THE STATION IS ABOUT 5-1/2 MILES EAST - SOUTHEAST OF MOUNTAIN
 OZ1035'HOME, 0.4 MILE WEST OF A NORTH-SOUTH FENCE LINE, 0.15 MILE
 OZ1035'SOUTH OF A TRACK ROAD ALONG THE PACIFIC NORTHWEST PIPELINE
 OZ1035'CORP. (P.N.W.) PIPELINE, AND ON THE SUMMIT OF A SLIGHT RISE
 OZ1035'COVERED WITH SAGE BRUSH AND GRASS.
 OZ1035'
 OZ1035'TO REACH FROM THE NORTHWEST END OF THE RAILROAD OVERPASS AT
 OZ1035'MOUNTAIN HOME, GO 3.2 MILES SOUTHEAST ALONG THE PAVED ROAD
 OZ1035'ALONG THE NORTHEAST SIDE OF THE RAILROAD TRACKS TO A SIDE ROAD
 OZ1035'LEFT AND SIGN COMPRESSOR NO. 11 PACIFIC NORTHWEST PIPELINE
 OZ1035'CORP.  TURN LEFT, EASTERLY, ON PAVED ROAD AND GO FOR 4.3 MILES
 OZ1035'TO A WOOD GATE AND FENCE LINE ON THE LEFT.  TURN LEFT, NORTH,
 OZ1035'ON DIRT ROAD ALONG THE EAST SIDE OF FENCE LINE AND GO FOR
 OZ1035'1.0 MILE TO SEC. CRN. 2-1 11-12 ON THE LEFT.  CONTINUE NORTH
 OZ1035'ON DIRT ROAD FOR 0.6 MILE TO PIPELINE ROAD AND GATE IN FENCE
 OZ1035'LINE.  TURN LEFT, WEST, PASS THRU GATE AND CONTINUE WEST ON
 OZ1035'PIPELINE ROAD FOR 0.4 MILE TO TRACK ROAD LEADING TO THE
 OZ1035'SOUTHWEST.  TURN LEFT, SOUTHWEST, AND GO 0.15 MILE TO STATION ON
 OZ1035'THE SUMMIT OF A SLIGHT RISE.
 OZ1035'
 OZ1035'THE STATION WITH UNDERGROUND MARK, STAMPED IDA 80-74 1959, IS
 OZ1035'A STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING 2
 OZ1035'INCHES.  THE STATION IS 4.0 FEET SOUTH OF A METAL WITNESS POST
 OZ1035'WITH SIGN.
 OZ1035'
 OZ1035'REFERENCE MARK NO. 1, STAMPED IDA 80-74 NO 1 1959, IS A STANDARD
 OZ1035'DISK SET IN A DRILL HOLE IN A SMALL BOULDER PROJECTING 2 INCHES
 OZ1035'AND IS 14 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE SAGE
 OZ1035'BRUSH.
 OZ1035'
 OZ1035'REFERENCE MARK NO. 2, STAMPED IDA 80-74 NO 2 1959, IS A STANDARD
 OZ1035'DISK SET IN A DRILL HOLE IN A SMALL BOULDER PROJECTING 2
 OZ1035'INCHES AND IS ON THE SOUTH EDGE OF THE SAGE BRUSH.
 OZ1035'
 OZ1035'THE SECTION CORNER, STAMPED T4S R7E 2 1 11 12, IS A BRASS
 OZ1035'CAP RIVETED TO THE TOP OF A 1-1/2 INCH PIPE PROJECTING ABOUT
 OZ1035'1 FOOT AND WAS ESTABLISHED BY THE GENERAL LAND OFFICE.  THE MARK
 OZ1035'IS 20 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD AND SET IN
 OZ1035'LINE WITH A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1027 ***********************************************************************
 OZ1027  DESIGNATION -  IDA 80 75
 OZ1027  PID         -  OZ1027
 OZ1027  STATE/COUNTY-  ID/ELMORE
 OZ1027  USGS QUAD   -  REVERSE (1992)
 OZ1027
 OZ1027                         *CURRENT SURVEY CONTROL
 OZ1027  ___________________________________________________________________
 OZ1027* NAD 83(1992)-  43 05 55.23504(N)    115 33 57.27929(W)     ADJUSTED  
 OZ1027* NAVD 88     -      1009.7    (meters)    3313.     (feet)  VERTCON   
 OZ1027  ___________________________________________________________________
 OZ1027  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 OZ1027  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 OZ1027
 OZ1027  HORZ ORDER  -  SECOND
 OZ1027
 OZ1027.The horizontal coordinates were established by classical geodetic methods
 OZ1027.and adjusted by the National Geodetic Survey in July 1992..
 OZ1027
 OZ1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1027
 OZ1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1027
 OZ1027.The geoid height was determined by GEOID03.
 OZ1027
 OZ1027;                    North         East     Units Scale Factor Converg.
 OZ1027;SPC ID W     -   159,074.525   814,985.762   MT  0.99993609   +0 07 32.8
 OZ1027;UTM  11      - 4,772,770.759   616,703.841   MT  0.99976755   +0 58 47.9
 OZ1027
 OZ1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1027!SPC ID W     -   0.99984418  x   0.99993609  =   0.99978028
 OZ1027!UTM  11      -   0.99984418  x   0.99976755  =   0.99961176
 OZ1027
 OZ1027|---------------------------------------------------------------------|
 OZ1027| PID    Reference Object                     Distance      Geod. Az  |
 OZ1027|                                                           dddmmss.s |
 OZ1027| CD5338 IDA 80 75 RM 1                       22.742 METERS 07028     |
 OZ1027| OZ1032 T4S R7E SECS 1 2 11 12              APPROX. 1.0 KM 2620556.8 |
 OZ1027| CD5339 IDA 80 75 RM 2                       20.330 METERS 30337     |
 OZ1027|---------------------------------------------------------------------|
 OZ1027
 OZ1027                          SUPERSEDED SURVEY CONTROL
 OZ1027
 OZ1027  NAD 83(1986)-  43 05 55.23589(N)    115 33 57.27377(W) AD(       ) 2
 OZ1027  NAD 27      -  43 05 55.60780(N)    115 33 53.98400(W) AD(       ) 2
 OZ1027  NGVD 29 (07/19/86) 1008.8    (m)         3310.     (f) VERT ANG       
 OZ1027
 OZ1027.Superseded values are not recommended for survey control.
 OZ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1027.See file dsdata.txt to determine how the superseded data were derived.
 OZ1027
 OZ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1670472771(NAD 83)
 OZ1027_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ1027
 OZ1027  HISTORY     - Date     Condition        Report By
 OZ1027  HISTORY     - 1959     MONUMENTED       CGS
 OZ1027
 OZ1027                          STATION DESCRIPTION
 OZ1027
 OZ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1027'LOCATED ALONG THE NORTHEAST SIDE OF PIPELINE, IN SOUTHEAST
 OZ1027'PORTION OF SECTION 1, 0.8 MILE SOUTHEAST ALONG THE PIPELINE FROM
 OZ1027'A GATE IN THE NORTH-SOUTH SECTION LINE FENCE BETWEEN SECTION
 OZ1027'1 AND 2.  ON A SLIGHT MOUND ALONG THE NORTHEAST EDGE OF
 OZ1027'BLADED STRIP ALONG THE PIPELINE.
 OZ1027'
 OZ1027'AT NORTHWEST END OF UNION PACIFIC RAILROAD UNDERPASS IN MOUNTAIN
 OZ1027'HOME GO SOUTHEAST ON PAVED ROAD ALONG LEFT (NORTHEAST) SIDE
 OZ1027'OF RAILROAD TRACKS FOR 3.2 MILES TO PAVED ROAD EAST, TURN LEFT,
 OZ1027'FOLLOW COMPRESSOR 11 ROAD EASTERLY FOR 4.15 MILES TO GATE AND
 OZ1027'SECTION LINE FENCE AND TRACK ROAD, TURN LEFT (NORTH) ON TRACK
 OZ1027'ROAD ON RIGHT SIDE OF SECTION LINE FENCE FOR 1.6 MILES TO
 OZ1027'PIPELINE AND GATE, TURN RIGHT (SOUTHEAST) ALONG PIPELINE FOR
 OZ1027'0.8 MILE TO STATION ON LEFT.
 OZ1027'
 OZ1027'STATION MARK, A STANDARD DISK SET IN TOP OF A 12 BY 12 INCH
 OZ1027'CONCRETE POST PROJECTING 4-INCHES AND STAMPED IDA 80-75 1959,
 OZ1027'41.0 FEET NORTHEAST OF CENTER LINE OF PIPELINE ROAD, 4.0
 OZ1027'FEET NORTHEAST OF IRON WITNESS POST WITH SIGN.
 OZ1027'
 OZ1027'REFERENCE MARK 1, A STANDARD DISK STAMPED IDA 80-75 NO 1 1959,
 OZ1027'SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND AND
 OZ1027'ABOUT LEVEL WITH STATION.
 OZ1027'
 OZ1027'REFERENCE MARK 2, A STANDARD DISK STAMPED IDA 80-75 NO 2 1959,
 OZ1027'SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND AND ABOUT
 OZ1027'1-FOOT BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1034 ***********************************************************************
 OZ1034  DESIGNATION -  IDA 80 76
 OZ1034  PID         -  OZ1034
 OZ1034  STATE/COUNTY-  ID/ELMORE
 OZ1034  USGS QUAD   -  REVERSE (1992)
 OZ1034
 OZ1034                         *CURRENT SURVEY CONTROL
 OZ1034  ___________________________________________________________________
 OZ1034* NAD 83(1992)-  43 04 32.08931(N)    115 31 05.92516(W)     ADJUSTED  
 OZ1034* NAVD 88     -      1005.7    (meters)    3300.     (feet)  VERTCON   
 OZ1034  ___________________________________________________________________
 OZ1034  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 OZ1034  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 OZ1034
 OZ1034  HORZ ORDER  -  SECOND
 OZ1034
 OZ1034.The horizontal coordinates were established by classical geodetic methods
 OZ1034.and adjusted by the National Geodetic Survey in July 1992..
 OZ1034
 OZ1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1034
 OZ1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1034
 OZ1034.The geoid height was determined by GEOID03.
 OZ1034
 OZ1034;                    North         East     Units Scale Factor Converg.
 OZ1034;SPC ID W     -   156,518.459   818,867.593   MT  0.99993771   +0 09 29.6
 OZ1034;UTM  11      - 4,770,273.243   620,622.697   MT  0.99977899   +1 00 43.4
 OZ1034
 OZ1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1034!SPC ID W     -   0.99984480  x   0.99993771  =   0.99978252
 OZ1034!UTM  11      -   0.99984480  x   0.99977899  =   0.99962383
 OZ1034
 OZ1034|---------------------------------------------------------------------|
 OZ1034| PID    Reference Object                     Distance      Geod. Az  |
 OZ1034|                                                           dddmmss.s |
 OZ1034| CD5340 IDA 80 76 RM 1                        9.296 METERS 01025     |
 OZ1034| OZ1013 IDA 80 77                           APPROX. 6.6 KM 1020021.8 |
 OZ1034| CD5341 IDA 80 76 RM 2                        9.367 METERS 15343     |
 OZ1034|---------------------------------------------------------------------|
 OZ1034
 OZ1034                          SUPERSEDED SURVEY CONTROL
 OZ1034
 OZ1034  NAD 83(1986)-  43 04 32.08950(N)    115 31 05.91946(W) AD(       ) 2
 OZ1034  NAD 27      -  43 04 32.45970(N)    115 31 02.63970(W) AD(       ) 2
 OZ1034  NGVD 29 (07/19/86) 1004.8    (m)         3297.     (f) VERT ANG       
 OZ1034
 OZ1034.Superseded values are not recommended for survey control.
 OZ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1034.See file dsdata.txt to determine how the superseded data were derived.
 OZ1034
 OZ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2062370273(NAD 83)
 OZ1034_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1034_SETTING: 80 = SET IN A BOULDER
 OZ1034_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OZ1034
 OZ1034  HISTORY     - Date     Condition        Report By
 OZ1034  HISTORY     - 1959     MONUMENTED       CGS
 OZ1034
 OZ1034                          STATION DESCRIPTION
 OZ1034
 OZ1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1034'THE STATION IS ABOUT 10 MILES SOUTHEAST OF MOUNTAIN HOME,
 OZ1034'9-1/2 MILES NORTH-NORTHWEST OF HAMMETT, 1-1/2 MILES WEST OF
 OZ1034'HOT SPRINGS CREEK, 1-1/2 MILES NORTHEAST OF THE KTVB MICROWAVE
 OZ1034'STATION AND ON THE NORTH END OF A LAVA RIDGE COVERED WITH
 OZ1034'SAGE BRUSH.
 OZ1034'
 OZ1034'TO REACH FROM THE NORTHWEST END OF THE RAILROAD UNDERPASS
 OZ1034'AT MOUNTAIN HOME GO 3.2 MILES SOUTHEAST ON THE PAVED ROAD
 OZ1034'ALONG THE NORTHEAST SIDE OF THE RAILROAD TRACKS TO A SIGN
 OZ1034'ON THE LEFT, PACIFIC NORTHWEST PIPELINE CORP. COMPRESSOR
 OZ1034'NO. 11.
 OZ1034'
 OZ1034'TURN LEFT, EASTERLY ON PAVED ROAD AND GO FOR 6.7 MILES TO A
 OZ1034'POINT WHERE THE PIPELINE CROSSES UNDER THE ROAD.  CONTINUE
 OZ1034'STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 0.8 MILE TO A SECOND
 OZ1034'PIPELINE CROSSING.  TURN RIGHT, SOUTHEAST, ON DIRT ROAD
 OZ1034'ALONG THE RIGHT SIDE OF THE PIPELINE AND GO ABOUT 100 YARDS,
 OZ1034'THENCE RIGHT, SOUTHWEST ON DIM TRACKS 0.2 MILE TO NORTH END
 OZ1034'OF LAVA RIDGE AND STATION.
 OZ1034'
 OZ1034'THE STATION MARK, STAMPED IDA 80-76 1959, IS A STANDARD DISK
 OZ1034'SET IN A DRILL HOLE IN A BOULDER PROJECTING 5 INCHES.  NO
 OZ1034'WITNESS POST AT THE STATION.
 OZ1034'
 OZ1034'REFERENCE MARK NO. 1, STAMPED IDA 80-76 NO 1 1959, IS A STANDARD
 OZ1034'DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING 4 INCHES
 OZ1034'AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 OZ1034'
 OZ1034'REFERENCE MARK NO. 2, STAMPED IDA 80-76 NO 2 1959, IS A
 OZ1034'STANDARD DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING ABOUT
 OZ1034'1 INCH AND IS ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1013 ***********************************************************************
 OZ1013  DESIGNATION -  IDA 80 77
 OZ1013  PID         -  OZ1013
 OZ1013  STATE/COUNTY-  ID/ELMORE
 OZ1013  USGS QUAD   -  HOT SPRINGS CREEK RESERVOIR (1986)
 OZ1013
 OZ1013                         *CURRENT SURVEY CONTROL
 OZ1013  ___________________________________________________________________
 OZ1013* NAD 83(1992)-  43 03 47.70762(N)    115 26 21.93338(W)     ADJUSTED  
 OZ1013* NAVD 88     -       991.9    (meters)    3254.     (feet)  VERTCON   
 OZ1013  ___________________________________________________________________
 OZ1013  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OZ1013  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 OZ1013
 OZ1013  HORZ ORDER  -  SECOND
 OZ1013
 OZ1013.The horizontal coordinates were established by classical geodetic methods
 OZ1013.and adjusted by the National Geodetic Survey in July 1992..
 OZ1013
 OZ1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1013
 OZ1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1013
 OZ1013.The geoid height was determined by GEOID03.
 OZ1013
 OZ1013;                    North         East     Units Scale Factor Converg.
 OZ1013;SPC ID W     -   155,169.716   825,296.839   MT  0.99994120   +0 12 43.4
 OZ1013;UTM  11      - 4,769,020.634   627,070.354   MT  0.99979864   +1 03 56.6
 OZ1013
 OZ1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1013!SPC ID W     -   0.99984695  x   0.99994120  =   0.99978816
 OZ1013!UTM  11      -   0.99984695  x   0.99979864  =   0.99964562
 OZ1013
 OZ1013|---------------------------------------------------------------------|
 OZ1013| PID    Reference Object                     Distance      Geod. Az  |
 OZ1013|                                                           dddmmss.s |
 OZ1013| CD5342 IDA 80 77 RM 1                       19.918 METERS 00528     |
 OZ1013| CD5343 IDA 80 77 RM 2                       22.537 METERS 07813     |
 OZ1013| OZ1010 AIRWAY BN 23 NW OF GLENS FERRY      APPROX. 6.2 KM 1294046.3 |
 OZ1013|---------------------------------------------------------------------|
 OZ1013
 OZ1013                          SUPERSEDED SURVEY CONTROL
 OZ1013
 OZ1013  NAD 83(1986)-  43 03 47.70701(N)    115 26 21.92797(W) AD(       ) 2
 OZ1013  NAD 27      -  43 03 48.07900(N)    115 26 18.65750(W) AD(       ) 2
 OZ1013  NGVD 29 (07/19/86)  991.0    (m)         3251.     (f) VERT ANG       
 OZ1013
 OZ1013.Superseded values are not recommended for survey control.
 OZ1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1013.See file dsdata.txt to determine how the superseded data were derived.
 OZ1013
 OZ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH2707069021(NAD 83)
 OZ1013_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ1013
 OZ1013  HISTORY     - Date     Condition        Report By
 OZ1013  HISTORY     - 1959     MONUMENTED       CGS
 OZ1013
 OZ1013                          STATION DESCRIPTION
 OZ1013
 OZ1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1013'THE STATION IS 8 MILES NORTH AND 1.5 MILES EAST OF HAMMETT
 OZ1013'ON THE EAST SIDE OF A NORTH-SOUTH GRAVELED ROAD, 0.1 MILE
 OZ1013'NORTH OF A CROSS ROAD INTERSECTION, 41 FEET EAST OF THE
 OZ1013'CENTER LINE OF THE GRAVELED ROAD AND 5 FEET EAST OF A METAL
 OZ1013'WITNESS POST WITH SIGN ATTACHED.
 OZ1013'
 OZ1013'TO REACH THE STATION FROM THE POST OFFICE IN GLENNS FERRY GO
 OZ1013'NORTH ON COMMERCIAL STREET FOR 0.2 MILE TO ITS INTERSECTION
 OZ1013'WITH U.S. HIGHWAYS 20, 26 AND 30, TURN LEFT, WEST, ALONG THE
 OZ1013'HIGHWAY FOR 0.35 MILE TO A SIDE ROAD RIGHT AND SIGN COMMPRESSOR
 OZ1013'STATION, TURN RIGHT, NORTH, FOR 0.25 MILE TO A CROSS ROAD
 OZ1013'0.1 MILE BEFORE CROSSING A LARGE WOODEN PIPE LINE, TURN LEFT,
 OZ1013'WEST, AND FOLLOW THE OILED ROAD UPHILL FOR 4.0 MILES TO A FORK
 OZ1013'AT THE SUMMIT, KEEP THE LEFT FORK WESTERLY FOR 3.9 MILES TO
 OZ1013'A ROAD RIGHT, TURN RIGHT, NORTH, AND AFTER 0.1 MILE THIS ROAD
 OZ1013'BECOMES GRAVELED SURFACE JUST AFTER CROSSING A BUIRED PIPE
 OZ1013'LINE.  CONTINUE STRAIGHT AHEAD, NORTH, FOR 3.05 MILES TO A CROSS
 OZ1013'ROAD, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE
 OZ1013'STATION ON THE RIGHT ON THE SUMMIT OF A VERY SMALL RISE.
 OZ1013'
 OZ1013'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OZ1013'POST PROJECTING 5 INCHES AND STAMPED IDA 80-77 1959.
 OZ1013'
 OZ1013'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OZ1013'POST PROJECTING 3 INCHES AND STAMPED IDA 80-77 NO 1 1959.
 OZ1013'IT IS 60.5 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD.
 OZ1013'
 OZ1013'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OZ1013'POST PROJECTING 3 INCHES AND STAMPED IDA 80-77 NO 2 1959.
 OZ1013'
 OZ1013'A 2-WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1007 ***********************************************************************
 OZ1007  DESIGNATION -  IDA 80 78
 OZ1007  PID         -  OZ1007
 OZ1007  STATE/COUNTY-  ID/ELMORE
 OZ1007  USGS QUAD   -  MORROW RESERVOIR (1986)
 OZ1007
 OZ1007                         *CURRENT SURVEY CONTROL
 OZ1007  ___________________________________________________________________
 OZ1007* NAD 83(1992)-  43 01 46.46203(N)    115 20 22.63001(W)     ADJUSTED  
 OZ1007* NAVD 88     -      1024.6    (meters)    3362.     (feet)  VERTCON   
 OZ1007  ___________________________________________________________________
 OZ1007  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 OZ1007  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 OZ1007
 OZ1007  HORZ ORDER  -  THIRD
 OZ1007
 OZ1007.The horizontal coordinates were established by classical geodetic methods
 OZ1007.and adjusted by the National Geodetic Survey in July 1992..
 OZ1007
 OZ1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1007
 OZ1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1007
 OZ1007.The geoid height was determined by GEOID03.
 OZ1007
 OZ1007;                    North         East     Units Scale Factor Converg.
 OZ1007;SPC ID W     -   151,463.323   833,444.565   MT  0.99994709   +0 16 48.1
 OZ1007;UTM  11      - 4,765,436.478   635,271.295   MT  0.99982511   +1 07 59.4
 OZ1007
 OZ1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1007!SPC ID W     -   0.99984182  x   0.99994709  =   0.99978892
 OZ1007!UTM  11      -   0.99984182  x   0.99982511  =   0.99966695
 OZ1007
 OZ1007:                Primary Azimuth Mark                     Grid Az
 OZ1007:SPC ID W     -  POWER                                    033 29 16.7
 OZ1007:UTM  11      -  POWER                                    032 38 05.4
 OZ1007
 OZ1007|---------------------------------------------------------------------|
 OZ1007| PID    Reference Object                     Distance      Geod. Az  |
 OZ1007|                                                           dddmmss.s |
 OZ1007| OZ1008 POWER                               APPROX. 1.0 KM 0334604.8 |
 OZ1007| CD5344 IDA 80 78 RM 1                       14.478 METERS 13834     |
 OZ1007| CD5345 IDA 80 78 RM 2                       17.585 METERS 23636     |
 OZ1007| OZ1010 AIRWAY BN 23 NW OF GLENS FERRY      APPROX. 3.3 KM 2654935.1 |
 OZ1007|---------------------------------------------------------------------|
 OZ1007
 OZ1007                          SUPERSEDED SURVEY CONTROL
 OZ1007
 OZ1007  NAD 83(1986)-  43 01 46.46089(N)    115 20 22.62672(W) AD(       ) 3
 OZ1007  NAD 27      -  43 01 46.82850(N)    115 20 19.36200(W) AD(       ) 3
 OZ1007  NGVD 29 (07/19/86) 1023.7    (m)         3359.     (f) VERT ANG       
 OZ1007
 OZ1007.Superseded values are not recommended for survey control.
 OZ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1007.See file dsdata.txt to determine how the superseded data were derived.
 OZ1007
 OZ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3527165436(NAD 83)
 OZ1007_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ1007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OZ1007
 OZ1007  HISTORY     - Date     Condition        Report By
 OZ1007  HISTORY     - 1959     MONUMENTED       CGS
 OZ1007  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OZ1007
 OZ1007                          STATION DESCRIPTION
 OZ1007
 OZ1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1007'THE STATION IS 8.5 MILES NORTHEAST OF HAMMETT, 5.25 MILES
 OZ1007'NORTH-NORTHWEST OF GLENNS FERRY AND 0.1 MILE WEST OF A GRAVELED
 OZ1007'ROAD.
 OZ1007'
 OZ1007'TO REACH THE STATION FROM THE POST OFFICE IN GLENNS FERRY
 OZ1007'GO NORTH ON COMMERCIAL STREET FOR 0.2 MILE TO ITS INTERSECTION
 OZ1007'WITH U.S. HIGHWAYS 20, 26 AND 30, TURN LEFT, WEST, ALONG THE
 OZ1007'HIGHWAY FOR 0.35 MILE TO A SIDE ROAD RIGHT AT A SIGN COMMPRESSOR
 OZ1007'STATION, TURN RIGHT, NORTH FOR 0.25 MILE TO A CROSS ROAD 0.1 MILE
 OZ1007'BEFORE CROSSING A LARGE WOODEN PIPE LINE, TURN LEFT, WESTERLY,
 OZ1007'AND FOLLOW THE OILED ROAD UP THE HILL FOR 4.0 MILES TO THE
 OZ1007'SUMMIT AND A FORK, KEEP THE RIGHT FORK FOR 2.9 MILES, TURN LEFT,
 OZ1007'WEST, CROSS COUNTRY FOR 0.1 MILE TO THE HIGHEST POINT AND THE
 OZ1007'STATION SITE.
 OZ1007'
 OZ1007'THE STATION MARK IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE
 OZ1007'POST PROJECTING 6 INCHES AND STAMPED IDA 80-78 1959.  IT IS
 OZ1007'6 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 OZ1007'
 OZ1007'REFERENCE MARK 1 IS A STANDARD DISK SET IN A CYLINDRICAL
 OZ1007'CONCRETE POST PROJECTING 6 INCHES AND STAMPED IDA 80-78 NO 1
 OZ1007'1959.
 OZ1007'
 OZ1007'REFERENCE MARK 2 IS A STANDARD DISK SET IN A CYLINDRICAL
 OZ1007'CONCRETE POST PROJECTING 6 INCHES AND STAMPED IDA 80-78 NO 2
 OZ1007'1959.
 OZ1007'
 OZ1007'STATION POWER CAN BE USED FOR AN AZIMUTH MARK
 OZ1007'
 OZ1007'A 2-WHEEL DRIVE STATION.
 OZ1007
 OZ1007                          STATION RECOVERY (1975)
 OZ1007
 OZ1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OZ1007'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 OZ1007'GOOD CONDITION AS DESCRIBED.  A DIFFERENCE WAS FOUND IN THE
 OZ1007'HORIZONTAL ANGLE TO THE REFERENCE MARKS.  THE ORIGINAL TO
 OZ1007'REACH IS OBSOLETE.  A NEW TO REACH FOLLOWS.
 OZ1007'
 OZ1007'TO REACH THE STATION FROM THE GLENNS FERRY POST OFFICE GO
 OZ1007'WEST ON FIRST AVENUE, U.S. HIGHWAY 30, FOR 0.4 MILE TO BANNOCK
 OZ1007'AVENUE, TURN RIGHT, AND GO NORTH ON BANNOCK AVENUE FOR 0.45
 OZ1007'MILE TO A SIDE ROAD LEFT, JUST AFTER PASSING THE HIGH SCHOOL,
 OZ1007'TURN LEFT, AND GO NORTHWEST ON THE MACADAM ROAD FOR 4.1 MILES
 OZ1007'TO A FORK, TAKE THE RIGHT FORK, AND GO NORTH ON THE MACADAM
 OZ1007'ROAD, TOWARD DIXIE, FOR 3.4 MILES TO A GATE ON EITHER SIDE OF
 OZ1007'THE ROAD, WHERE THE POWER LINE CROSSES THE ROAD, TURN
 OZ1007'LEFT, PASS THRU THE GATE, THEN TURN LEFT, AND PICK YOUR WAY
 OZ1007'SOUTH ON THE WEST SIDE OF THE FENCE FOR 0.3 MILE, THEN LEAVE
 OZ1007'THE RIGHT-OF-WAY FENCE, AND GO WEST FOR 0.1 MILE TO THE
 OZ1007'STATION.
 OZ1007'
 OZ1007'TRIANGULATION STATION POWER 1959 MAY BE USED FOR THE AZIMUTH
 OZ1007'MARK.  SEE DESCRIPTION THEREOF.
 OZ1007'
 OZ1007'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH
 OZ1007'OF GLENNS FERRY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0625 ***********************************************************************
 OH0625  DESIGNATION -  IDA 80 8
 OH0625  PID         -  OH0625
 OH0625  STATE/COUNTY-  ID/PAYETTE
 OH0625  USGS QUAD   -  PARMA SE (1975)
 OH0625
 OH0625                         *CURRENT SURVEY CONTROL
 OH0625  ___________________________________________________________________
 OH0625* NAD 83(1992)-  43 51 11.79694(N)    116 46 00.22112(W)     ADJUSTED  
 OH0625* NAVD 88     -       781.453  (meters)    2563.82   (feet)  ADJUSTED  
 OH0625  ___________________________________________________________________
 OH0625  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 OH0625  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 OH0625  DYNAMIC HT  -         781.204 (meters)    2563.00  (feet)  COMP
 OH0625  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 OH0625
 OH0625  HORZ ORDER  -  SECOND
 OH0625  VERT ORDER  -  SECOND    CLASS 0
 OH0625
 OH0625.The horizontal coordinates were established by classical geodetic methods
 OH0625.and adjusted by the National Geodetic Survey in July 1992..
 OH0625
 OH0625.The orthometric height was determined by differential leveling
 OH0625.and adjusted by the National Geodetic Survey in June 1991..
 OH0625
 OH0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0625
 OH0625.The geoid height was determined by GEOID03.
 OH0625
 OH0625.The dynamic height is computed by dividing the NAVD 88
 OH0625.geopotential number by the normal gravity value computed on the
 OH0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0625.degrees latitude (g = 980.6199 gals.).
 OH0625
 OH0625.The modeled gravity was interpolated from observed gravity values.
 OH0625
 OH0625;                    North         East     Units Scale Factor Converg.
 OH0625;SPC ID W     -   243,392.636   718,256.689   MT  1.00001549   -0 42 16.0
 OH0625;UTM  11      - 4,855,603.284   518,748.397   MT  0.99960432   +0 09 41.8
 OH0625
 OH0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0625!SPC ID W     -   0.99988023  x   1.00001549  =   0.99989572
 OH0625!UTM  11      -   0.99988023  x   0.99960432  =   0.99948460
 OH0625
 OH0625|---------------------------------------------------------------------|
 OH0625| PID    Reference Object                     Distance      Geod. Az  |
 OH0625|                                                           dddmmss.s |
 OH0625| OH0624 IDA 80 8 RM 1                        10.277 METERS 11150     |
 OH0625| OH0622 IDA 80 9 AZ MK                      APPROX. 0.7 KM 1680537.3 |
 OH0625| OH0651 IDA 80 9 2 AZ MK                    APPROX. 0.7 KM 1690222.4 |
 OH0625| OH0623 IDA 80 8 RM 2                        15.877 METERS 19809     |
 OH0625|---------------------------------------------------------------------|
 OH0625
 OH0625                          SUPERSEDED SURVEY CONTROL
 OH0625
 OH0625  NAD 83(1991)-  43 51 11.79686(N)    116 46 00.22071(W) AD(       ) 2
 OH0625  NAD 83(1986)-  43 51 11.79666(N)    116 46 00.22063(W) AD(       ) 2
 OH0625  NAD 27      -  43 51 12.21080(N)    116 45 56.70050(W) AD(       ) 2
 OH0625  NGVD 29 (??/??/92)  780.509  (m)         2560.72   (f) ADJ UNCH    2 0
 OH0625
 OH0625.Superseded values are not recommended for survey control.
 OH0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0625.See file dsdata.txt to determine how the superseded data were derived.
 OH0625
 OH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1874855603(NAD 83)
 OH0625_MARKER: DS = TRIANGULATION STATION DISK
 OH0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0625_STAMPING: IDA 80-8 1959
 OH0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0625+STABILITY: SURFACE MOTION
 OH0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0625+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 OH0625
 OH0625  HISTORY     - Date     Condition        Report By
 OH0625  HISTORY     - 1959     MONUMENTED       CGS
 OH0625  HISTORY     - 1959     GOOD             CGS
 OH0625  HISTORY     - 1963     GOOD             NGS
 OH0625  HISTORY     - 1977     GOOD             NGS
 OH0625  HISTORY     - 20030923 GOOD             IDTD
 OH0625
 OH0625                          STATION DESCRIPTION
 OH0625
 OH0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WH)
 OH0625'THE STATION IS 10-1/2 MILES SOUTHEAST OF NEW PLYMOUTH, ON
 OH0625'A LOW FLAT GRASS COVERED DIVIDE, 4.7 FEET EAST OF A STEEL
 OH0625'WITNESS POST.  IT IS A STANDARD TRIANGULATION DISK SET IN
 OH0625'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES,
 OH0625'STAMPED IDA 80-8 1959.
 OH0625'
 OH0625'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 OH0625'44, 2.0 MILES NORTH OF CALDWELL, GO NORTH ON HIGHWAY 30 FOR
 OH0625'10.25 MILES TO A GRAVELED SIDE ROAD LEFT, 0.15 MILE SOUTH OF
 OH0625'THE WAYSIDE INN.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD
 OH0625'FOR 0.6 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW
 OH0625'TRACK ROAD FOR 0.25 MILE TO A FORK*.  TURN RIGHT ON TRACK ROAD
 OH0625'FOR 0.05 MILE TO A T-ROAD INTERSECTION AT A CANAL.  TURN RIGHT
 OH0625'AND FOLLOW TRACK ROAD AROUND CANAL AND CONTINUE ALONG THE EAST
 OH0625'BANK OF CANAL FOR 0.3 MILE TO A FORK JUST BEFORE REACHING A WIRE
 OH0625'GATE.  KEEP STRAIGHT AHEAD PASSING THROUGH GATE FOR ABOUT 100
 OH0625'FEET TO A FORK.  TAKE RIGHT FORK AND FOLLOW DIM TRACK ROAD
 OH0625'OVER RIDGE FOR 0.3 MILE TO A DIM CROSSROAD AT FENCE LINE.
 OH0625'TURN RIGHT ON TRACK ROAD KEEPING TO THE NORTH SIDE OF
 OH0625'FENCE LINE FOR 0.1 MILE TO A FORK.  TAKE LEFT FORK AND
 OH0625'CONTINUE FOR 0.2 MILE TO THE STATION.
 OH0625'
 OH0625'*TO REACH IDA 80-9 AZIMUTH MARK FROM THIS POINT, TAKE THE
 OH0625'LEFT FORK UP HILL FOR 0.15 MILE TO THE SUMMIT AND THE MARK.
 OH0625'
 OH0625'THE REFERENCE MARKS ARE STANDARD R.M. DISKS SET IN THE TOP
 OH0625'OF A SQUARE CONCRETE MONUMENTS PROJECTING 4 INCHES, STAMPED
 OH0625'IDA 80-9 1959 AND NO 1 AND NO 2 RESPECTIVELY.
 OH0625'
 OH0625'IDA 80-9 AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET
 OH0625'IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 OH0625'GROUND, STAMPED IDA 80-9 1959.
 OH0625
 OH0625                          STATION RECOVERY (1959)
 OH0625
 OH0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OH0625'12.9 MI NW FROM CALDWELL.
 OH0625'11.6 MILES WESTERLY ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0625'U.S. HIGHWAYS 30 AND 20 AT CALDWELL, THENCE 0.6 MILE SOUTHWEST ON
 OH0625'GRAVEL ROAD, THENCE 0.2 MILE NORTHWEST TO A SADDLE, CONTINUE ON
 OH0625'NORTHWEST CROSS COUNTRY 0.5 MILE, 52.05 FEET NORTH OF R.M. 2, 33.70
 OH0625'FEET WEST OF R.M. 1, 4.5 FEET EAST OF A METAL WITNESS POST WITH SIGN,
 OH0625'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OH0625
 OH0625                          STATION RECOVERY (1963)
 OH0625
 OH0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0625'RECOVERED IN GOOD CONDITION.
 OH0625
 OH0625                          STATION RECOVERY (1977)
 OH0625
 OH0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OH0625'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 OH0625'CONDITION.  THE AZIMUTH MARK WAS DESTROYED, AND A NEW AZIMUTH MARK
 OH0625'ESTABLISHED.  LANDMARKS HAVE CHANGED, AND THE ORIGINAL DESCRIPTION
 OH0625'IS OBSOLETE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH0625'
 OH0625'THE STATION IS ON LAND OWNED BY MR. EDWARD E. PICKETT, ROUTE NO. 5
 OH0625'CALDWELL, IDAHO 83605.
 OH0625'
 OH0625'TO REACH THE STATION FROM THE CALDWELL POST OFFICE, GO WEST ON ARTHUR
 OH0625'STREET FOR 1 BLOCK TO A CROSS STREET, TURN RIGHT, AND GO NORTH ON
 OH0625'KIMBALL AVENUE FOR 0.6 MILE TO THE JUNCTION WITH U.S. HIGHWAY 30,
 OH0625'AND INTERSTATE 80N, TURN LEFT, AND GO NORTHWEST ON THE HIGHWAYS
 OH0625'FOR 13.3 MILES TO A HIGH-OUT BANK, AND THE AZIMUTH MARK ON THE
 OH0625'RIGHT.  CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.4 MILE TO
 OH0625'MILEPOST NO. 14, AND THE STATION ON THE RIGHT ON TOP OF THE CUT.
 OH0625'
 OH0625'THE STATION MARK, STAMPED IDA 80-8 1959, IS A STANDARD DISK SET IN A
 OH0625'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES, 450 FEET
 OH0625'SOUTHEAST OF A T FENCE CORNER, 100 FEET EAST OF MILEPOST NO. 14, 35
 OH0625'FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 4.5 FEET EAST OF A
 OH0625'METAL WITNESS POST.
 OH0625'
 OH0625'REFERENCE MARK NO. 1, STAMPED IDA 80-8 NO 1 1959, IS A STANDARD DISK
 OH0625'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES,
 OH0625'70 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND LEVEL WITH THE
 OH0625'STATION.
 OH0625'
 OH0625'REFERENCE MARK NO. 2, STAMPED IDA 80-8 NO 2 1959, IS A STANDARD DISK
 OH0625'SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES, 5
 OH0625'FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND LEVEL WITH THE
 OH0625'STATION.
 OH0625'
 OH0625'THE AZIMUTH MARK, STAMPED IDA 80-9 2 1977, IS A STANDARD AZIMUTH MARK
 OH0625'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0625'2-INCHES, 80 FEET EAST OF THE NORTH-BOUND LANES OF INTERSTATE 80N, 24
 OH0625'FEET SOUTHWEST OF A SLIGHT ANGLE IN THE RIGHT-OF-WAY FENCE
 OH0625'LINE, 24 FEET EAST OF THE TOP OF THE CUT-BANK, 10.5 FEET WEST OF
 OH0625'THE RIGHT-OF-WAY FENCE LINE, 2 FEET NORTH OF A METAL WITNESS POST,
 OH0625'AND 15 FEET HIGHER THAN THE FREEWAY.
 OH0625'
 OH0625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES NORTHWEST
 OH0625'OF CALDWELL.
 OH0625
 OH0625                          STATION RECOVERY (2003)
 OH0625
 OH0625'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (PRS)
 OH0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0624 ***********************************************************************
 OH0624  DESIGNATION -  IDA 80 8 RM 1
 OH0624  PID         -  OH0624
 OH0624  STATE/COUNTY-  ID/PAYETTE
 OH0624  USGS QUAD   -  PARMA SE (1975)
 OH0624
 OH0624                         *CURRENT SURVEY CONTROL
 OH0624  ___________________________________________________________________
 OH0624* NAD 83(1986)-  43 51 12.     (N)    116 46 01.     (W)     SCALED    
 OH0624* NAVD 88     -       781.376  (meters)    2563.56   (feet)  ADJUSTED  
 OH0624  ___________________________________________________________________
 OH0624  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 OH0624  DYNAMIC HT  -         781.127 (meters)    2562.75  (feet)  COMP
 OH0624  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 OH0624
 OH0624  VERT ORDER  -  SECOND    CLASS 0
 OH0624
 OH0624.The horizontal coordinates were scaled from a topographic map and have
 OH0624.an estimated accuracy of +/- 6 seconds.
 OH0624
 OH0624.The orthometric height was determined by differential leveling
 OH0624.and adjusted by the National Geodetic Survey in June 1991..
 OH0624
 OH0624.The geoid height was determined by GEOID03.
 OH0624
 OH0624.The dynamic height is computed by dividing the NAVD 88
 OH0624.geopotential number by the normal gravity value computed on the
 OH0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0624.degrees latitude (g = 980.6199 gals.).
 OH0624
 OH0624.The modeled gravity was interpolated from observed gravity values.
 OH0624
 OH0624;                    North         East    Units  Estimated Accuracy
 OH0624;SPC ID W     -   243,400.      718,240.      MT  (+/- 180 meters Scaled)
 OH0624
 OH0624                          SUPERSEDED SURVEY CONTROL
 OH0624
 OH0624  NGVD 29 (??/??/92)  780.432  (m)         2560.47   (f) ADJ UNCH    2 0
 OH0624
 OH0624.Superseded values are not recommended for survey control.
 OH0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0624.See file dsdata.txt to determine how the superseded data were derived.
 OH0624
 OH0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ187556(NAD 83)
 OH0624_MARKER: DR = REFERENCE MARK DISK
 OH0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0624_STAMPING: IDA 80-8 NO 1 1959
 OH0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0624+STABILITY: SURFACE MOTION
 OH0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0624+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003
 OH0624
 OH0624  HISTORY     - Date     Condition        Report By
 OH0624  HISTORY     - 1959     MONUMENTED       CGS
 OH0624  HISTORY     - 1963     GOOD             NGS
 OH0624  HISTORY     - 20030924 GOOD             IDTD
 OH0624
 OH0624                          STATION DESCRIPTION
 OH0624
 OH0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0624'12.9 MI NW FROM CALDWELL.
 OH0624'11.6 MILES WESTERLY ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0624'U.S. HIGHWAYS 30 AND 20 AT CALDWELL, THENCE 0.6 MILE SOUTHWEST ON
 OH0624'GRAVEL ROAD, THENCE 0.2 MILE NORTHWEST TO A SADDLE, CONTINUE ON
 OH0624'NORTHWEST CROSS COUNTRY 0.5 MILE, 33.70 FEET EAST OF THE STATION MARK,
 OH0624'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OH0624
 OH0624                          STATION RECOVERY (1963)
 OH0624
 OH0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0624'RECOVERED IN GOOD CONDITION.
 OH0624
 OH0624                          STATION RECOVERY (2003)
 OH0624
 OH0624'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (PRS)
 OH0624'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0623 ***********************************************************************
 OH0623  DESIGNATION -  IDA 80 8 RM 2
 OH0623  PID         -  OH0623
 OH0623  STATE/COUNTY-  ID/PAYETTE
 OH0623  USGS QUAD   -  PARMA SE (1975)
 OH0623
 OH0623                         *CURRENT SURVEY CONTROL
 OH0623  ___________________________________________________________________
 OH0623* NAD 83(1986)-  43 51 12.     (N)    116 46 01.     (W)     SCALED    
 OH0623* NAVD 88     -       781.548  (meters)    2564.13   (feet)  ADJUSTED  
 OH0623  ___________________________________________________________________
 OH0623  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 OH0623  DYNAMIC HT  -         781.299 (meters)    2563.31  (feet)  COMP
 OH0623  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 OH0623
 OH0623  VERT ORDER  -  SECOND    CLASS 0
 OH0623
 OH0623.The horizontal coordinates were scaled from a topographic map and have
 OH0623.an estimated accuracy of +/- 6 seconds.
 OH0623
 OH0623.The orthometric height was determined by differential leveling
 OH0623.and adjusted by the National Geodetic Survey in June 1991..
 OH0623
 OH0623.The geoid height was determined by GEOID03.
 OH0623
 OH0623.The dynamic height is computed by dividing the NAVD 88
 OH0623.geopotential number by the normal gravity value computed on the
 OH0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0623.degrees latitude (g = 980.6199 gals.).
 OH0623
 OH0623.The modeled gravity was interpolated from observed gravity values.
 OH0623
 OH0623;                    North         East    Units  Estimated Accuracy
 OH0623;SPC ID W     -   243,400.      718,240.      MT  (+/- 180 meters Scaled)
 OH0623
 OH0623                          SUPERSEDED SURVEY CONTROL
 OH0623
 OH0623  NGVD 29 (??/??/92)  780.604  (m)         2561.03   (f) ADJ UNCH    2 0
 OH0623
 OH0623.Superseded values are not recommended for survey control.
 OH0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0623.See file dsdata.txt to determine how the superseded data were derived.
 OH0623
 OH0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ187556(NAD 83)
 OH0623_MARKER: DR = REFERENCE MARK DISK
 OH0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0623_STAMPING: IDA 80-8 NO 2 1959
 OH0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0623+STABILITY: SURFACE MOTION
 OH0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0623+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003
 OH0623
 OH0623  HISTORY     - Date     Condition        Report By
 OH0623  HISTORY     - 1959     MONUMENTED       CGS
 OH0623  HISTORY     - 1963     GOOD             NGS
 OH0623  HISTORY     - 20030924 GOOD             IDTD
 OH0623
 OH0623                          STATION DESCRIPTION
 OH0623
 OH0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0623'12.9 MI NW FROM CALDWELL.
 OH0623'11.6 MILES WESTERLY ALONG U.S. HIGHWAY 30 FROM THE NORTH JUNCTION OF
 OH0623'U.S. HIGHWAYS 30 AND 20 AT CALDWELL, THENCE 0.6 MILE SOUTHWEST ON
 OH0623'GRAVEL ROAD, THENCE 0.2 MILE NORTHWEST TO A SADDLE, CONTINUE ON
 OH0623'NORTHWEST CROSS COUNTRY 0.5 MILE, 52.05 FEET SOUTH OF THE STATION
 OH0623'MARK, SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OH0623
 OH0623                          STATION RECOVERY (1963)
 OH0623
 OH0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OH0623'RECOVERED IN GOOD CONDITION.
 OH0623
 OH0623                          STATION RECOVERY (2003)
 OH0623
 OH0623'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (PRS)
 OH0623'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1001 ***********************************************************************
 OZ1001  DESIGNATION -  IDA 80 89
 OZ1001  PID         -  OZ1001
 OZ1001  STATE/COUNTY-  ID/ELMORE
 OZ1001  USGS QUAD   -  KING HILL (1986)
 OZ1001
 OZ1001                         *CURRENT SURVEY CONTROL
 OZ1001  ___________________________________________________________________
 OZ1001* NAD 83(1992)-  43 01 14.86709(N)    115 14 52.74286(W)     ADJUSTED  
 OZ1001* NAVD 88     -       821.4    (meters)    2695.     (feet)  VERTCON   
 OZ1001  ___________________________________________________________________
 OZ1001  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 OZ1001  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 OZ1001
 OZ1001  HORZ ORDER  -  THIRD
 OZ1001
 OZ1001.The horizontal coordinates were established by classical geodetic methods
 OZ1001.and adjusted by the National Geodetic Survey in July 1992..
 OZ1001
 OZ1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1001
 OZ1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1001
 OZ1001.The geoid height was determined by GEOID03.
 OZ1001
 OZ1001;                    North         East     Units Scale Factor Converg.
 OZ1001;SPC ID W     -   150,528.965   840,918.361   MT  0.99995392   +0 20 33.0
 OZ1001;UTM  11      - 4,764,613.590   642,757.330   MT  0.99985071   +1 11 43.9
 OZ1001
 OZ1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1001!SPC ID W     -   0.99987365  x   0.99995392  =   0.99982758
 OZ1001!UTM  11      -   0.99987365  x   0.99985071  =   0.99972438
 OZ1001
 OZ1001:                Primary Azimuth Mark                     Grid Az
 OZ1001:SPC ID W     -  IDA 80 89 AZ MK                          122 13 54.3
 OZ1001:UTM  11      -  IDA 80 89 AZ MK                          121 22 43.4
 OZ1001
 OZ1001|---------------------------------------------------------------------|
 OZ1001| PID    Reference Object                     Distance      Geod. Az  |
 OZ1001|                                                           dddmmss.s |
 OZ1001| CD5346 IDA 80 89 AZ MK                                    1223427.3 |
 OZ1001| CD5347 IDA 80 89 RM 1                       13.483 METERS 18310     |
 OZ1001| CD5348 IDA 80 89 RM 2                       14.566 METERS 29034     |
 OZ1001|---------------------------------------------------------------------|
 OZ1001
 OZ1001                          SUPERSEDED SURVEY CONTROL
 OZ1001
 OZ1001  NAD 83(1986)-  43 01 14.86594(N)    115 14 52.74114(W) AD(       ) 3
 OZ1001  NAD 27      -  43 01 15.22900(N)    115 14 49.48740(W) AD(       ) 3
 OZ1001  NGVD 29 (07/19/86)  820.6    (m)         2692.     (f) VERT ANG       
 OZ1001
 OZ1001.Superseded values are not recommended for survey control.
 OZ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1001.See file dsdata.txt to determine how the superseded data were derived.
 OZ1001
 OZ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4275764614(NAD 83)
 OZ1001_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ1001
 OZ1001  HISTORY     - Date     Condition        Report By
 OZ1001  HISTORY     - 1959     MONUMENTED       CGS
 OZ1001
 OZ1001                          STATION DESCRIPTION
 OZ1001
 OZ1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1001'THE STATION IS 3.5 MILES NORTHEAST OF GLENNS FERRY, 2.5 MILES
 OZ1001'NORTHWEST OF KING HILL, 1.0 MILE SOUTHEAST OF THE BLUFFS WHICH
 OZ1001'FORM THE NORTH RIM OF THE VALLEY AND ON THE SUMMIT OF A LOW
 OZ1001'SAGE COVERED HILL 0.1 MILE WEST OF THE GRAVELED ROAD.
 OZ1001'
 OZ1001'TO REACH FROM THE PORT OF ENTRY STATION AT KING HILL GO WESTERLY
 OZ1001'ON U.S. HIGHWAY 30 FOR 0.8 MILE TO A SIDE ROAD RIGHT, TURN
 OZ1001'RIGHT, NORTH, AND FOLLOW THE MAIN TRAVELED ROAD FOR 1.35
 OZ1001'MILES TO THE AZIMUTH MARK ON THE RIGHT AT A DITCH CROSSING 0.1
 OZ1001'MILE BEFORE REACHING THE LARGE RANCH HEADQUARTERS, CONTINUE
 OZ1001'WEST AND NORTH ON THE MAIN TRAVELED ROAD FOR 1.15 MILES TO
 OZ1001'A POINT EAST OF THE STATION HILL, TURN LEFT AND PICK WAY UP
 OZ1001'THE SLOPE TO THE SUMMIT AND THE STATION SITE.
 OZ1001'
 OZ1001'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 OZ1001'PROJECTING 2 INCHES AND STAMPED IDA 80-89 1959.  IT IS 8.5
 OZ1001'FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 OZ1001'
 OZ1001'REFERENCE MARK 1 IS A STANDARD DISK SET IN A CYLINDRICAL
 OZ1001'CONCRETE POST PROJECTING 6 INCHES AND STAMPED IDA 80-89 NO 1
 OZ1001'1959.
 OZ1001'
 OZ1001'REFERENCE MARK 2 IS A STANDARD DISK SET IN A CYLINDRICAL
 OZ1001'CONCRETE POST PROJECTING 6 INCHES AND STAMPED IDA 80-89 NO 2
 OZ1001'1959.
 OZ1001'
 OZ1001'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 OZ1001'POST PROJECTING 4 INCHES AND STAMPED IDA 80-89 1959.  IT IS
 OZ1001'0.1 MILE EAST OF THE LARGE RANCH BUILDINGS, 30 FEET NORTH OF
 OZ1001'THE CENTER LINE OF THE GRAVELED ROAD AND ON THE INSIDE OF THE
 OZ1001'FENCE ABOUT 30 FEET WEST OF A CONCRETE BLOCK CATTLE GUARD.
 OZ1001'
 OZ1001'A 4-WHEEL DRIVE VEHICLE IS ADVISED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1422 ***********************************************************************
 OH1422  DESIGNATION -  IDA 80 9 2
 OH1422  PID         -  OH1422
 OH1422  STATE/COUNTY-  ID/PAYETTE
 OH1422  USGS QUAD   -  PARMA SE (1975)
 OH1422
 OH1422                         *CURRENT SURVEY CONTROL
 OH1422  ___________________________________________________________________
 OH1422* NAD 83(1992)-  43 49 43.11549(N)    116 45 37.61831(W)     ADJUSTED  
 OH1422* NAVD 88     -       778.77   (+/-2cm)    2555.0    (feet)  VERTCON   
 OH1422  ___________________________________________________________________
 OH1422  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 OH1422  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 OH1422
 OH1422  HORZ ORDER  -  THIRD
 OH1422  VERT ORDER  -  THIRD (See Below)
 OH1422
 OH1422.The horizontal coordinates were established by classical geodetic methods
 OH1422.and adjusted by the National Geodetic Survey in July 1992..
 OH1422.No horizontal observational check was made to the station.
 OH1422
 OH1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1422.The vertical order pertains to the NGVD 29 superseded value.
 OH1422
 OH1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1422
 OH1422.The geoid height was determined by GEOID03.
 OH1422
 OH1422;                    North         East     Units Scale Factor Converg.
 OH1422;SPC ID W     -   240,649.580   718,728.041   MT  1.00001455   -0 41 59.2
 OH1422;UTM  11      - 4,852,868.787   519,260.938   MT  0.99960456   +0 09 57.2
 OH1422
 OH1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1422!SPC ID W     -   0.99988065  x   1.00001455  =   0.99989520
 OH1422!UTM  11      -   0.99988065  x   0.99960456  =   0.99948525
 OH1422
 OH1422|---------------------------------------------------------------------|
 OH1422| PID    Reference Object                     Distance      Geod. Az  |
 OH1422|                                                           dddmmss.s |
 OH1422| OH0619 IDA 80 9                            301.852 METERS 08245     |
 OH1422| AA3805 IDA 80 9 2 RM 4                      22.268 METERS 15804     |
 OH1422| OH0651 IDA 80 9 2 AZ MK                    APPROX. 2.1 KM 3494232.2 |
 OH1422| AA3806 IDA 80 9 2 RM 3                      17.212 METERS 35850     |
 OH1422|---------------------------------------------------------------------|
 OH1422
 OH1422                          SUPERSEDED SURVEY CONTROL
 OH1422
 OH1422  NAD 83(1991)-  43 49 43.11541(N)    116 45 37.61780(W) AD(       ) 3
 OH1422  NAD 83(1986)-  43 49 43.11518(N)    116 45 37.61769(W) AD(       ) 3
 OH1422  NAD 27      -  43 49 43.53067(N)    116 45 34.09982(W) AD(       ) 3
 OH1422  NGVD 29 (03/27/06)  777.83   (m)         2551.9    (f) RESET       3  
 OH1422
 OH1422.Superseded values are not recommended for survey control.
 OH1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1422.See file dsdata.txt to determine how the superseded data were derived.
 OH1422
 OH1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1926152869(NAD 83)
 OH1422_MARKER: DS = TRIANGULATION STATION DISK
 OH1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1422
 OH1422  HISTORY     - Date     Condition        Report By
 OH1422  HISTORY     - 1977     MONUMENTED       NGS
 OH1422
 OH1422                          STATION DESCRIPTION
 OH1422
 OH1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OH1422'THE STATION IS 12 MILES NORTHWEST OF CALDWELL, ON HIGHWAY
 OH1422'RIGHT-OF-WAY, ON TOP OF A HIGH CUT BANK.
 OH1422'
 OH1422'TO REACH THE STATION FROM THE CALDWELL POST OFFICE, GO WEST ON ARTHUR
 OH1422'STREET FOR 1 BLOCK, TURN RIGHT, AND GO NORTH ON KIMBALL AVENUE FOR
 OH1422'0.6 MILE TO U.S. HIGHWAY 30, AND INTERSTATE 80N, TURN LEFT, AND GO
 OH1422'NORTHWEST ON THE HIGHWAY FOR 11.7 MILES TO MILEPOST NO. 16,
 OH1422'CONTINUE ON THE FREEWAY FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 OH1422'
 OH1422'THE STATION MARK, STAMPED IDA 80-9 2 1977, IS A STANDARD DISK SET IN
 OH1422'A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH, 0.3 MILE NORTH OF
 OH1422'MILEPOST NO. 16, 100 FEET EAST OF THE CENTER OF THE NORTHBOUND
 OH1422'LANES OF INTERSTATE 80N, 12 FEET WEST OF THE RIGHT-OF-WAY FENCE
 OH1422'LINE, 12 FEET EAST OF THE TOP OF THE CUT BANK, 2 FEET NORTH OF A
 OH1422'METAL WITNESS POST, AND 25 FEET HIGHER THAN THE FREEWAY.
 OH1422'
 OH1422'REFERENCE MARK NO. 3, STAMPED IDA 80-9 2 NO 3 1977, IS A STANDARD
 OH1422'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH1422'3-INCHES, 25 FEET EAST OF THE TOP OF THE CUT BANK, 1 FOOT WEST OF
 OH1422'THE RIGHT-OF-WAY FENCE LINE, AND 1-FOOT LOWER THAN THE STATION.
 OH1422'
 OH1422'REFERENCE MARK NO. 4, STAMPED IDA 80-9 2 NO 4 1977, IS A STANDARD
 OH1422'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH1422'3-INCHES, 25 FEET EAST OF THE TOP OF THE CUT BANK, 1-FOOT WEST OF
 OH1422'THE RIGHT-OF-WAY FENCE LINE, AND 2-FEET LOWER THAN THE STATION.
 OH1422'
 OH1422'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON INTERSTATE
 OH1422'80N FOR 1.3 MILES TO THE MARK ON THE RIGHT, ON TOP OF THE CUT BANK.
 OH1422'
 OH1422'THE AZIMUTH MARK, STAMPED IDA 80-9 2 1977, IS A STANDARD DISK SET IN
 OH1422'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES, 80 FEET
 OH1422'EAST OF THE CENTER OF THE NORTHBOUND LANES OF INTERSTATE 80N, 24
 OH1422'FEET SOUTHWEST OF A SLIGHT ANGLE IN THE RIGHT-OF-WAY FENCE
 OH1422'LINE, 24 FEET EAST OF THE TOP OF THE CUT BANK, 10.5 FEET WEST
 OH1422'OF THE RIGHT-OF-WAY FENCE, 2 FEET NORTH OF A METAL WITNESS
 OH1422'POST, AND 15 FEET HIGHER THAN THE FREEWAY.
 OH1422'
 OH1422'NOTE--FERROUS METAL WAS PLACED IN THE STATION MARK, AND IN THE
 OH1422'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0651 ***********************************************************************
 OH0651  DESIGNATION -  IDA 80 9 2 AZ MK
 OH0651  PID         -  OH0651
 OH0651  STATE/COUNTY-  ID/PAYETTE
 OH0651  USGS QUAD   -  PARMA SE (1975)
 OH0651
 OH0651                         *CURRENT SURVEY CONTROL
 OH0651  ___________________________________________________________________
 OH0651* NAD 83(1992)-  43 50 50.62022(N)    116 45 54.55431(W)     ADJUSTED  
 OH0651* NAVD 88     -       778.71   (+/-2cm)    2554.8    (feet)  VERTCON   
 OH0651  ___________________________________________________________________
 OH0651  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 OH0651  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 OH0651
 OH0651  HORZ ORDER  -  THIRD
 OH0651  VERT ORDER  -  THIRD (See Below)
 OH0651
 OH0651.The horizontal coordinates were established by classical geodetic methods
 OH0651.and adjusted by the National Geodetic Survey in July 1992..
 OH0651.No horizontal observational check was made to the station.
 OH0651
 OH0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH0651.The vertical order pertains to the NGVD 29 superseded value.
 OH0651
 OH0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0651
 OH0651.The geoid height was determined by GEOID03.
 OH0651
 OH0651;                    North         East     Units Scale Factor Converg.
 OH0651;SPC ID W     -   242,737.529   718,375.222   MT  1.00001525   -0 42 11.8
 OH0651;UTM  11      - 4,854,950.311   518,876.766   MT  0.99960438   +0 09 45.7
 OH0651
 OH0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0651!SPC ID W     -   0.99988066  x   1.00001525  =   0.99989591
 OH0651!UTM  11      -   0.99988066  x   0.99960438  =   0.99948508
 OH0651
 OH0651|---------------------------------------------------------------------|
 OH0651| PID    Reference Object                     Distance      Geod. Az  |
 OH0651|                                                           dddmmss.s |
 OH0651| OH0622 IDA 80 9 AZ MK                       13.468 METERS 11324     |
 OH0651| OH1422 IDA 80 9 2                          APPROX. 2.1 KM 1694220.5 |
 OH0651|---------------------------------------------------------------------|
 OH0651
 OH0651                          SUPERSEDED SURVEY CONTROL
 OH0651
 OH0651  NAD 83(1991)-  43 50 50.62014(N)    116 45 54.55388(W) AD(       ) 3
 OH0651  NAD 83(1986)-  43 50 50.61989(N)    116 45 54.55395(W) AD(       ) 3
 OH0651  NAD 27      -  43 50 51.03424(N)    116 45 51.03543(W) AD(       ) 3
 OH0651  NGVD 29 (03/27/06)  777.76   (m)         2551.7    (f) RESET       3  
 OH0651
 OH0651.Superseded values are not recommended for survey control.
 OH0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0651.See file dsdata.txt to determine how the superseded data were derived.
 OH0651
 OH0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1887754950(NAD 83)
 OH0651_MARKER: DZ = AZIMUTH MARK DISK
 OH0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0651_STAMPING: IDA 80-9 2 1977
 OH0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0651+STABILITY: SURFACE MOTION
 OH0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0651+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003
 OH0651
 OH0651  HISTORY     - Date     Condition        Report By
 OH0651  HISTORY     - 1977     MONUMENTED       NGS
 OH0651  HISTORY     - 1977     GOOD             NGS
 OH0651  HISTORY     - 20030924 GOOD             IDTD
 OH0651
 OH0651                          STATION DESCRIPTION
 OH0651
 OH0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 OH0651'THE STATION IS 13 MILES NORTHWEST OF CALDWELL, ON A HIGH CUT BANK, ON
 OH0651'HIGHWAY RIGHT-OF-WAY.
 OH0651'
 OH0651'TO REACH THE STATION FROM THE CALDWELL POST OFFICE, GO WEST ON ARTHUR
 OH0651'STREET FOR 1 BLOCK, TURN RIGHT, AND GO NORTH ON KIMBALL AVENUE FOR
 OH0651'0.6 MILE TO THE JUNCTION WITH U.S. HIGHWAY 30, AND INTERSTATE 80N,
 OH0651'TURN LEFT, AND GO NORTHWEST ON U.S. HIGHWAY 30, AND INTERSTATE 80N
 OH0651'FOR 13.3 MILES TO THE STATION ON THE RIGHT.
 OH0651'
 OH0651'THE STATION MARK, STAMPED IDA 80-9 2 1977, IS AN AZIMUTH MARK DISK
 OH0651'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES,
 OH0651'0.4 MILE SOUTH OF MILEPOST NO. 14, 80 FEET EAST OF THE NORTHBOUND
 OH0651'LANES OF INTERSTATE 80N, 24 FEET SOUTHWEST OF A SLIGHT ANGLE IN
 OH0651'THE RIGHT-OF-WAY FENCE, 24 FEET EAST OF THE TOP OF THE CUT BANK,
 OH0651'10.5 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET NORTH OF A
 OH0651'METAL WITNESS POST, AND 15 FEET HIGHER THAN THE FREEWAY.
 OH0651'
 OH0651'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION.
 OH0651'
 OH0651'AN UNDERGROUND MARK WAS ESTABLISHED, IT CONSISTS OF AN AZIMUTH MARK
 OH0651'DISK, STAMPED IDA 80-9 2 1977, SET IN CONCRETE 3-FEET BELOW THE
 OH0651'SURFACE.
 OH0651'
 OH0651'NOTE--FERROUS METAL WAS PLACED IN THE STATION MARK.
 OH0651
 OH0651                          STATION RECOVERY (1977)
 OH0651
 OH0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OH0651'13 MI NW FROM CALDWELL.
 OH0651'REACHED FROM THE CALDWELL POST OFFICE BY GOING WEST ON ARTHUR STREET
 OH0651'FOR 1 BLOCK TURN RIGHT, AND GO NORTH ON KIMBALL AVENUE FOR 0.6 MILE TO
 OH0651'U.S. HIGHWAY 30, AND INTERSTATE 8 ON, TURN LEFT, AND GO NORTHWEST ON
 OH0651'THE HIGHWAYS FOR 13.3 MILES TO THE MARK ON THE RIGHT ON THE HIGH CUT
 OH0651'BANK, 0.4 MILE SOUTH OF MILEPOST NO. 14, 80 FEET EAST OF THE
 OH0651'NORTHBOUND LANES OF INTERSTATE 8ON, 24 FEET SOUTHWEST OF A SLIGHT
 OH0651'ANGLE IN THE RIGHT-OF-WAY FENCE LINE, 24 FEET EAST OF THE TOP OF THE
 OH0651'CUT BANK, AND 10.5 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, SET IN A
 OH0651'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2-INCHES.
 OH0651
 OH0651                          STATION RECOVERY (2003)
 OH0651
 OH0651'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (PRS)
 OH0651'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3806 ***********************************************************************
 AA3806  DESIGNATION -  IDA 80 9 2 RM 3
 AA3806  PID         -  AA3806
 AA3806  STATE/COUNTY-  ID/PAYETTE
 AA3806  USGS QUAD   -  PARMA SE (1975)
 AA3806
 AA3806                         *CURRENT SURVEY CONTROL
 AA3806  ___________________________________________________________________
 AA3806* NAD 83(1986)-  43 49 43.     (N)    116 45 38.     (W)     SCALED    
 AA3806* NAVD 88     -       778.46   (+/-2cm)    2554.0    (feet)  VERTCON   
 AA3806  ___________________________________________________________________
 AA3806  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 AA3806
 AA3806  VERT ORDER  -  THIRD (See Below)
 AA3806
 AA3806.The horizontal coordinates were scaled from a topographic map and have
 AA3806.an estimated accuracy of +/- 6 seconds.
 AA3806
 AA3806.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3806.The vertical order pertains to the NGVD 29 superseded value.
 AA3806
 AA3806.The geoid height was determined by GEOID03.
 AA3806
 AA3806;                    North         East    Units  Estimated Accuracy
 AA3806;SPC ID W     -   240,650.      718,720.      MT  (+/- 180 meters Scaled)
 AA3806
 AA3806                          SUPERSEDED SURVEY CONTROL
 AA3806
 AA3806  NGVD 29 (03/27/06)  777.51   (m)         2550.9    (f) RESET       3  
 AA3806
 AA3806.Superseded values are not recommended for survey control.
 AA3806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3806.See file dsdata.txt to determine how the superseded data were derived.
 AA3806
 AA3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ192528(NAD 83)
 AA3806_MARKER: DR = REFERENCE MARK DISK
 AA3806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3806_STAMPING: IDA 80-9 2 NO 3 1977
 AA3806_MARK LOGO: NGS   
 AA3806_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3806+STABILITY: SURFACE MOTION
 AA3806
 AA3806  HISTORY     - Date     Condition        Report By
 AA3806  HISTORY     - 1977     MONUMENTED       NGS
 AA3806  HISTORY     - 19771107 GOOD             NGS
 AA3806
 AA3806                          STATION DESCRIPTION
 AA3806
 AA3806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AA3806'FROM THE CALDWELL POST OFFICE BY GOING WEST ON ARTHUR STREET FOR 1
 AA3806'BLOCK, TURN RIGHT, AND GO NORTH ON KIMBALL AVENUE FOR 0.6 MILE (1.0
 AA3806'KM) TO US HIGHWAY 30, AND INTERSTATE 80N, TURN LEFT AND GO NORTHWEST
 AA3806'ON THE HIGHWAY FOR 11.7 MILES (18.8 KM) TO MILEPOST NO 16, CONTINUE ON
 AA3806'THE HIGHWAY FOR 0.3 MILE (0.5 KM) TO THE MARK ON THE RIGHT, 56.47 FEET
 AA3806'(17.21 M) NORTH-NORTHEAST OF IDA 80-9 2, 25 FEET (7.6 M) EAST OF THE
 AA3806'TOP OF THE CUT BANK, AND 1 FOOT (0.3 M) WEST OF THE RIGHT OF WAY FENCE
 AA3806'LINE, PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3805 ***********************************************************************
 AA3805  DESIGNATION -  IDA 80 9 2 RM 4
 AA3805  PID         -  AA3805
 AA3805  STATE/COUNTY-  ID/PAYETTE
 AA3805  USGS QUAD   -  PARMA SE (1975)
 AA3805
 AA3805                         *CURRENT SURVEY CONTROL
 AA3805  ___________________________________________________________________
 AA3805* NAD 83(1986)-  43 49 43.     (N)    116 45 38.     (W)     SCALED    
 AA3805* NAVD 88     -       778.20   (+/-2cm)    2553.1    (feet)  VERTCON   
 AA3805  ___________________________________________________________________
 AA3805  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 AA3805
 AA3805  VERT ORDER  -  THIRD (See Below)
 AA3805
 AA3805.The horizontal coordinates were scaled from a topographic map and have
 AA3805.an estimated accuracy of +/- 6 seconds.
 AA3805
 AA3805.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3805.The vertical order pertains to the NGVD 29 superseded value.
 AA3805
 AA3805.The geoid height was determined by GEOID03.
 AA3805
 AA3805;                    North         East    Units  Estimated Accuracy
 AA3805;SPC ID W     -   240,650.      718,720.      MT  (+/- 180 meters Scaled)
 AA3805
 AA3805                          SUPERSEDED SURVEY CONTROL
 AA3805
 AA3805  NGVD 29 (03/27/06)  777.26   (m)         2550.1    (f) RESET       3  
 AA3805
 AA3805.Superseded values are not recommended for survey control.
 AA3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3805.See file dsdata.txt to determine how the superseded data were derived.
 AA3805
 AA3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ192528(NAD 83)
 AA3805_MARKER: DR = REFERENCE MARK DISK
 AA3805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3805_STAMPING: IDA 80-9 2 NO 4 1977
 AA3805_MARK LOGO: NGS   
 AA3805_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3805+STABILITY: SURFACE MOTION
 AA3805
 AA3805  HISTORY     - Date     Condition        Report By
 AA3805  HISTORY     - 1977     MONUMENTED       NGS
 AA3805  HISTORY     - 19771107 GOOD             NGS
 AA3805
 AA3805                          STATION DESCRIPTION
 AA3805
 AA3805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AA3805'FROM THE CALDWELL POST OFFICE BY GOING WEST ON ARTHUR STREET FOR 1
 AA3805'BLOCK, TURN RIGHT, AND GO NORTH ON KIMBALL AVENUE FOR 0.6 MILE (1.0
 AA3805'KM) TO US HIGHWAY 30, AND INTERSTATE 80N, TURN LEFT AND GO NORTHWEST
 AA3805'ON THE HIGHWAY FOR 11.7 MILES (18.8 KM) TO MILEPOST NO 16, CONTINUE
 AA3805'NORTHWEST ON THE FREEWAY FOR 0.3 MILE (0.5 KM) TO THE MARK ON THE
 AA3805'RIGHT, 73.06 FEET (22.27 M) SOUTHEAST OF IDA 80-9 2, 25 FEET (7.6 M)
 AA3805'EAST OF THE TOP OF THE CUT BANK, AND 1 FOOT (0.3 M) WEST OF THE RIGHT
 AA3805'OF WAY FENCE LINE, PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1002 ***********************************************************************
 OZ1002  DESIGNATION -  IDA 80 90
 OZ1002  PID         -  OZ1002
 OZ1002  STATE/COUNTY-  ID/ELMORE
 OZ1002  USGS QUAD   -  KING HILL (1986)
 OZ1002
 OZ1002                         *CURRENT SURVEY CONTROL
 OZ1002  ___________________________________________________________________
 OZ1002* NAD 83(1992)-  43 00 45.66690(N)    115 09 56.88293(W)     ADJUSTED  
 OZ1002* NAVD 88     -       833.6    (meters)    2735.     (feet)  VERTCON   
 OZ1002  ___________________________________________________________________
 OZ1002  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 OZ1002  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 OZ1002
 OZ1002  HORZ ORDER  -  SECOND
 OZ1002
 OZ1002.The horizontal coordinates were established by classical geodetic methods
 OZ1002.and adjusted by the National Geodetic Survey in July 1992..
 OZ1002
 OZ1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1002
 OZ1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1002
 OZ1002.The geoid height was determined by GEOID03.
 OZ1002
 OZ1002;                    North         East     Units Scale Factor Converg.
 OZ1002;SPC ID W     -   149,671.250   847,623.250   MT  0.99996122   +0 23 54.7
 OZ1002;SPC ID C     -   150,167.324   404,963.567   MT  1.00005844   -0 47 43.2
 OZ1002;UTM  11      - 4,763,855.856   649,473.608   MT  0.99987486   +1 15 05.2
 OZ1002
 OZ1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1002!SPC ID W     -   0.99987173  x   0.99996122  =   0.99983296
 OZ1002!SPC ID C     -   0.99987173  x   1.00005844  =   0.99993016
 OZ1002!UTM  11      -   0.99987173  x   0.99987486  =   0.99974661
 OZ1002
 OZ1002|---------------------------------------------------------------------|
 OZ1002| PID    Reference Object                     Distance      Geod. Az  |
 OZ1002|                                                           dddmmss.s |
 OZ1002| CD5350 IDA 80 90 RM 1                       73.170 METERS 18615     |
 OZ1002| CD5349 IDA 80 90 AZ MK                                    2565708.0 |
 OZ1002| CD5351 IDA 80 90 RM 2                       21.490 METERS 26212     |
 OZ1002|---------------------------------------------------------------------|
 OZ1002
 OZ1002                          SUPERSEDED SURVEY CONTROL
 OZ1002
 OZ1002  NAD 83(1986)-  43 00 45.66576(N)    115 09 56.88129(W) AD(       ) 2
 OZ1002  NAD 27      -  43 00 46.02620(N)    115 09 53.63560(W) AD(       ) 2
 OZ1002  NGVD 29 (07/19/86)  832.8    (m)         2732.     (f) VERT ANG       
 OZ1002
 OZ1002.Superseded values are not recommended for survey control.
 OZ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1002.See file dsdata.txt to determine how the superseded data were derived.
 OZ1002
 OZ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4947463856(NAD 83)
 OZ1002_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ1002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OZ1002
 OZ1002  HISTORY     - Date     Condition        Report By
 OZ1002  HISTORY     - 1959     MONUMENTED       CGS
 OZ1002
 OZ1002                          STATION DESCRIPTION
 OZ1002
 OZ1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1002'THE STATION IS ABOUT 3 MILES NORTHEAST OF KING HILL, 3/4 MILE
 OZ1002'EAST OF A SMALL RESERVOIR AND IN A FLAT SAGE AND GRASS COVERED
 OZ1002'AREA.
 OZ1002'
 OZ1002'TO REACH FROM THE NORTH SIDE OF THE SCHOOL HOUSE AT KING HILL
 OZ1002'GO NORTH ON DIRT ROAD FOR 0.05 MILE TO A CANAL BRIDGE AND
 OZ1002'GATE.  CROSS BRIDGE, PASS THRU GATE, AND GO NORTHEAST UP
 OZ1002'GRADE ON DIRT ROAD FO R 0.75 MILE TO A TELEPHONE LINE.  THE
 OZ1002'AZIMUTH MARK IS ABOUT 300 FEET EAST OF THE INTERSECTION OF
 OZ1002'THE TELEPHONE LINE AND THE ROAD.  CROSS UNDER TELEPHONE LINE
 OZ1002'AND GO 0.25 MILE TO A FORK JUST SOUTH OF A GATE LEADING TO
 OZ1002'A RANCH HOUSE.  TAKE RIGHT FORK, EAST, AND GO 0.25 MILE TO
 OZ1002'A WOODEN GATE.  PASS THRU GATE AND CONTINUE EAST ON MAIN
 OZ1002'TRAVELED ROAD FOR 0.25 MILE TO A FORK AT A FENCE CORNER.
 OZ1002'TAKE RIGHT FORK, EAST, AND GO 0.35 MILE TO A FORK IN A
 OZ1002'SANDY AREA.  TAKE RIGHT FORK, NORTHEAST, AND GO 0.15 MILE
 OZ1002'TO A GATE.  TURN LEFT, NORTH, ALONG THE WEST SIDE OF FENCE
 OZ1002'LINE AND GO 0.1 MILE TO THE STATION ON THE LEFT.
 OZ1002'
 OZ1002'THE STATION WITH UNDERGROUND MARK, STAMPED IDA 80-90 1959,
 OZ1002'IS A STANDARD TRIANGULATION DISK SET IN A CYLINDRICAL CONCRETE
 OZ1002'POST PROJECTING 3 INCHES.  THE STATION IS 29-1/2 FEET WEST OF THE
 OZ1002'FENCE LINE AND 7 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 OZ1002'
 OZ1002'REFERENCE MARK NO. 1, STAMPED IDA 80-90 NO 1 1959, IS A STANDARD
 OZ1002'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
 OZ1002'
 OZ1002'REFERENCE MARK NO. 2, STAMPED IDA 80-90 NO 2 1959, IS A STANDARD
 OZ1002'DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
 OZ1002'
 OZ1002'THE AZIMUTH MARK, STAMPED IDA 80-90 1959, IS A STANDARD DISK
 OZ1002'SET IN A DRILL HOLE IN A BOULDER 3-1/2 FEET LONG, 2 FEET
 OZ1002'WIDE AND PROJECTS 18 INCHES.  THE MARK IS ABOUT 300 FEET
 OZ1002'NORTHEAST OF THE INTERSECTION OF A TELEPHONE LINE AND A ROAD,
 OZ1002'106 FEET NORTH OF THE SECOND TELEPHONE POLE EAST OF THE ROAD
 OZ1002'AND TELEPHONE LINE INTRSECTION, 41 FEET NORTH OF THE CENTERLINE
 OZ1002'OF THE ROAD AND 2 FEET NORTH OF A METAL WITNESS POST WITHOUT
 OZ1002'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1122 ***********************************************************************
 NV1122  DESIGNATION -  IDA 80 91
 NV1122  PID         -  NV1122
 NV1122  STATE/COUNTY-  ID/ELMORE
 NV1122  USGS QUAD   -  TICESKA (1992)
 NV1122
 NV1122                         *CURRENT SURVEY CONTROL
 NV1122  ___________________________________________________________________
 NV1122* NAD 83(1992)-  42 59 50.38301(N)    115 06 25.43406(W)     ADJUSTED  
 NV1122* NAVD 88     -       982.2    (meters)    3222.     (feet)  VERTCON   
 NV1122  ___________________________________________________________________
 NV1122  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 NV1122  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 NV1122
 NV1122  HORZ ORDER  -  SECOND
 NV1122
 NV1122.The horizontal coordinates were established by classical geodetic methods
 NV1122.and adjusted by the National Geodetic Survey in July 1992..
 NV1122
 NV1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1122
 NV1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1122
 NV1122.The geoid height was determined by GEOID03.
 NV1122
 NV1122;                    North         East     Units Scale Factor Converg.
 NV1122;SPC ID W     -   148,000.323   852,424.396   MT  0.99996713   +0 26 18.5
 NV1122;SPC ID C     -   148,396.584   409,729.285   MT  1.00004758   -0 45 18.1
 NV1122;UTM  11      - 4,762,256.702   654,298.704   MT  0.99989289   +1 17 28.2
 NV1122
 NV1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1122!SPC ID W     -   0.99984843  x   0.99996713  =   0.99981556
 NV1122!SPC ID C     -   0.99984843  x   1.00004758  =   0.99989600
 NV1122!UTM  11      -   0.99984843  x   0.99989289  =   0.99974133
 NV1122
 NV1122|---------------------------------------------------------------------|
 NV1122| PID    Reference Object                     Distance      Geod. Az  |
 NV1122|                                                           dddmmss.s |
 NV1122| CD5353 IDA 80 91 RM 1                       15.750 METERS 12150     |
 NV1122| CD5352 IDA 80 91 AZ MK                                    1775033.7 |
 NV1122| CD5354 IDA 80 91 RM 2                       17.416 METERS 24336     |
 NV1122|---------------------------------------------------------------------|
 NV1122
 NV1122                          SUPERSEDED SURVEY CONTROL
 NV1122
 NV1122  NAD 83(1986)-  42 59 50.38177(N)    115 06 25.43253(W) AD(       ) 2
 NV1122  NAD 27      -  42 59 50.73950(N)    115 06 22.19150(W) AD(       ) 2
 NV1122  NGVD 29 (07/19/86)  981.4    (m)         3220.     (f) VERT ANG       
 NV1122
 NV1122.Superseded values are not recommended for survey control.
 NV1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1122.See file dsdata.txt to determine how the superseded data were derived.
 NV1122
 NV1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH5429962257(NAD 83)
 NV1122_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV1122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NV1122
 NV1122  HISTORY     - Date     Condition        Report By
 NV1122  HISTORY     - 1959     MONUMENTED       CGS
 NV1122
 NV1122                          STATION DESCRIPTION
 NV1122
 NV1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV1122'THE STATION IS 7 MILES NORTHWEST OF BLISS, 5.5 MILES EAST
 NV1122'OF KING HILL, 0.5 MILE SOUTH OF CLOVER CREEK AND 0.5 MILE WEST
 NV1122'OF THE ELMORE-GOODING COUNTY LINE ON THE SUMMIT OF THE HIGHEST
 NV1122'HILL IN THE VICINITY.  THERE ARE SOME CULTIVATED FIELDS TO THE
 NV1122'SOUTHEAST WITH A GROUP OF TALL POPLAR TREES AT THE BASE OF
 NV1122'THE STATION HILL.
 NV1122'
 NV1122'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 NV1122'AND THE ELMORE-GOODING COUNTY LINE GO EAST ON U.S. HIGHWAY
 NV1122'30 FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT, NORTH, ON THE
 NV1122'GRAVELED ROAD FOR 1.2 MILES TO A SMALL CANAL CROSSING AND
 NV1122'STATION IDA 80-92 ON THE LEFT, TURN LEFT, WEST, ALONG THE
 NV1122'SOUTH AND WEST SIDE OF THE CANAL ALONG A TRACK ROAD FOR 1.1
 NV1122'MILES TO A FORK, KEEP THE RIGHT FORK FOR 0.5 MILE TO A FORKS,
 NV1122'KEEP THE LEFT FORK STRAIGHT AHEAD FOR 0.35 MILE TO A FORK JUST
 NV1122'AFTER PASSING A REVERSE Y FORK, KEEP THE RIGHT FORK ON A DIM
 NV1122'TRACK ROAD FOR 0.15 MILE TO A FENCE CORNER AND THE AZIMUTH
 NV1122'MARK ON THE RIGHT, 2 FEET WEST AND 6 INCHES SOUTH OF THE
 NV1122'FENCE CORNER POST, TURN RIGHT, NORTH, ALONG THE WEST SIDE OF
 NV1122'THE FENCE LINE FOR 0.5 MILE TO A GRAVELED ROAD (EAST-WEST
 NV1122'ROAD), KEEP STRAIGHT AHEAD UP THE STEEP HILL FOR 0.15 MILE
 NV1122'TO THE SUMMIT AND THE STATION SITE.  A BETTER APPROACH FOR
 NV1122'2-WHEEL DRIVE VEHICLES WOULD BE FROM THE SOUTHEAST BASE
 NV1122'OF THE HILL.
 NV1122'
 NV1122'THE STATION MARK IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE
 NV1122'POST PROJECTING 6 INCHES AND STAMPED IDA 80-91 1959.  IT
 NV1122'IS 113 FEET WEST OF THE FENCE LINE.
 NV1122'
 NV1122'REFERENCE MARK 1 IS A STANDARD DISK SET IN A CYLINDRICAL
 NV1122'CONCRETE POST PROJECTING 5 INCHES AND STAMPED IDA 80-91 NO 1
 NV1122'1959.  IT IS 69 FEET WEST OF THE FENCE LINE.
 NV1122'
 NV1122'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 NV1122'POST PROJECTING 4 INCHES AND STAMPED IDA 80-91 NO 2 1959.
 NV1122'IT IS ABOUT 127 FEET WEST OF THE FENCE LINE.
 NV1122'
 NV1122'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 NV1122'POST PROJECTING 10 INCHES AND STAMPED IDA 80-91 1959.  IT IS
 NV1122'2 FEET WEST AND 6 INCHES SOUTH OF THE FENCE CORNER.
 NV1122'
 NV1122'A 2-WHEEL DRIVE STATION DURING DRY WEATHER CONDITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1123 ***********************************************************************
 NV1123  DESIGNATION -  IDA 80 92
 NV1123  PID         -  NV1123
 NV1123  STATE/COUNTY-  ID/GOODING
 NV1123  USGS QUAD   -  TICESKA (1992)
 NV1123
 NV1123                         *CURRENT SURVEY CONTROL
 NV1123  ___________________________________________________________________
 NV1123* NAD 83(1992)-  42 58 48.09641(N)    115 04 03.19359(W)     ADJUSTED  
 NV1123* NAVD 88     -       943.     (meters)    3094.     (feet)  SCALED    
 NV1123  ___________________________________________________________________
 NV1123  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 NV1123  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 NV1123
 NV1123  HORZ ORDER  -  SECOND
 NV1123
 NV1123.The horizontal coordinates were established by classical geodetic methods
 NV1123.and adjusted by the National Geodetic Survey in July 1992..
 NV1123
 NV1123.The orthometric height was scaled from a topographic map.
 NV1123
 NV1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1123
 NV1123.The geoid height was determined by GEOID03.
 NV1123
 NV1123;                    North         East     Units Scale Factor Converg.
 NV1123;SPC ID C     -   146,432.856   412,926.660   MT  1.00004061   -0 43 40.2
 NV1123;SPC ID W     -   146,103.750   855,661.731   MT  0.99997143   +0 27 55.0
 NV1123;UTM  11      - 4,760,408.639   657,563.672   MT  0.99990542   +1 19 03.7
 NV1123
 NV1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1123!SPC ID C     -   0.99985460  x   1.00004061  =   0.99989520
 NV1123!SPC ID W     -   0.99985460  x   0.99997143  =   0.99982603
 NV1123!UTM  11      -   0.99985460  x   0.99990542  =   0.99976003
 NV1123
 NV1123|---------------------------------------------------------------------|
 NV1123| PID    Reference Object                     Distance      Geod. Az  |
 NV1123|                                                           dddmmss.s |
 NV1123| CD5356 IDA 80 92 RM 1                       19.190 METERS 13629     |
 NV1123| CD5796 IDA 80 92 RM 2                       13.845 METERS 23652     |
 NV1123| CD5355 IDA 80 92 AZ MK                                    2930945.9 |
 NV1123|---------------------------------------------------------------------|
 NV1123
 NV1123                          SUPERSEDED SURVEY CONTROL
 NV1123
 NV1123  NAD 83(1986)-  42 58 48.09515(N)    115 04 03.19217(W) AD(       ) 2
 NV1123  NAD 27      -  42 58 48.45160(N)    115 03 59.95580(W) AD(       ) 2
 NV1123
 NV1123.Superseded values are not recommended for survey control.
 NV1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1123.See file dsdata.txt to determine how the superseded data were derived.
 NV1123
 NV1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH5756460409(NAD 83)
 NV1123_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NV1123_SETTING: 66 = SET IN ROCK OUTCROP
 NV1123
 NV1123  HISTORY     - Date     Condition        Report By
 NV1123  HISTORY     - 1959     MONUMENTED       CGS
 NV1123  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NV1123
 NV1123                          STATION DESCRIPTION
 NV1123
 NV1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV1123'THE STATION IS 7.25 MILES EAST OF KING HILL, 7 MILES WEST-NORTHWEST
 NV1123'OF BLISS AND 1.5 MILES NORTHEAST OF THE POINT WHERE U.S. HIGHWAY
 NV1123'30 CROSSES THE ELMORE-GOODING COUNTY LINE.
 NV1123'
 NV1123'TO REACH THE STATION FROM THE ELMORE-GOODING COUNTY LINE AND
 NV1123'U.S. HIGHWAY 30 GO EASTERLY ALONG U.S. HIGHWAY 30 FOR 1 MILE
 NV1123'TO A GRAVELED ROAD LEFT, TURN LEFT, NORTH, FOR 1.3 MILES
 NV1123'TO A CANAL CROSSING THE GRAVELED ROAD AND THE STATION ON THE
 NV1123'LEFT 150 FEET SOUTHWEST OF THE CANAL CULVERT, 72 FEET WEST OF
 NV1123'THE CENTER LINE OF THE ROAD AND 9 FEET NORTH OF A METAL WITNESS
 NV1123'POST WITH SIGN ATTACHED.  IT IS SET IN THE APPROXIMATE CENTER
 NV1123'OF A LARGE FLAT LAVA OUTCROPPING.
 NV1123'
 NV1123'THE STATION MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 NV1123'FLUSH WITH THE SURFACE OF THE LAVA OUTCROPPING AND STAMPED
 NV1123'IDA 80-92 1959.
 NV1123'
 NV1123'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV1123'HOLE IN OUTCROPPING LAVA ROCK AND STAMPED IDA 80-92 NO 1 1959.
 NV1123'IT IS ABOUT 200 FEET SOUTH OF THE CANAL CULVERT AND 29 FEET
 NV1123'WEST OF THE CENTER LINE OF THE GRAVELED ROAD.
 NV1123'
 NV1123'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV1123'HOLE IN OUTCROPPING LAVA ROCK AND STAMPED IDA 80-92 NO 2 1959.
 NV1123'IT IS ABOUT 200 FEET SOUTHWEST OF THE CANAL CULVERT AND ON RANGE
 NV1123'WITH THE STATION MARK AND 1 FOOT LOWER THAN THE STATION.
 NV1123'
 NV1123'THE AZIMUTH MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 NV1123'IN OUTCROPPING LAVA ROCK AND STAMPED IDA 80-92 1959.
 NV1123'
 NV1123'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ALONG
 NV1123'THE SOUTH AND WEST SIDE OF THE CANAL AND FOLLOW THE TRACK ROAD
 NV1123'FOR 0.7 MILE, TURN RIGHT, NORTH, 0.1 MILE CROSS COUNTRY TO A
 NV1123'SMALL CAIRN ON THE SUMMIT OF A SLIGHT RISE AND THE AZIMUTH
 NV1123'MARK.
 NV1123'
 NV1123'A 2-WHEEL DRIVE STATION.
 NV1123
 NV1123                          STATION RECOVERY (1973)
 NV1123
 NV1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NV1123'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 NV1123'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DISK FROM
 NV1123'REFERENCE MARK NO. 2 HAS BEEN REMOVED BY SOME IRRESPONSIBLE
 NV1123'PARTY, LEAVING THE STEM OF THE DISK WHICH WAS USED FOR REFERENCE
 NV1123'MARK NO. 2 DURING THIS OCCUPATION.  ROADS HAVE CHANGED.  A NEW
 NV1123'TO REACH FOLLOWS.
 NV1123'
 NV1123'TO REACH THE STATION FROM THE BLISS POST OFFICE GO WEST ON U.S.
 NV1123'HIGHWAYS 26, AND 30 FOR 3.2 MILES TO A SIDE ROAD RIGHT, AND
 NV1123'SIGN, TO POWER PLANT ROAD, TURN RIGHT AS PER SIGN, AND GO
 NV1123'NORTHWEST ON THE MACADAM ROAD FOR 3.7 MILES TO A SIDE ROAD
 NV1123'RIGHT, TURN RIGHT, AND GO NORTH ON THE GRAVELED ROAD FOR 1.2
 NV1123'MILES TO THE STATION ON THE LEFT, 200 FEET BEFORE CROSSING THE
 NV1123'BRIDGE OVER AN IRRIGATION CANAL.
 NV1123'
 NV1123'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON THE
 NV1123'TRACK ROAD ON THE TOP OF THE CANAL BANK FOR 0.7 MILE TO THE
 NV1123'END OF TRUCK TRAVEL, HIKE SOUTH FOR 0.15 MILE TO THE ROCK CAIRN,
 NV1123'AND THE AZIMUTH MARK.
 NV1123'
 NV1123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 NV1123'WEST-NORTHWEST OF BLISS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0582 ***********************************************************************
 NV0582  DESIGNATION -  IDA 80 93
 NV0582  PID         -  NV0582
 NV0582  STATE/COUNTY-  ID/GOODING
 NV0582  USGS QUAD   -  TICESKA (1992)
 NV0582
 NV0582                         *CURRENT SURVEY CONTROL
 NV0582  ___________________________________________________________________
 NV0582* NAD 83(1992)-  42 56 44.56550(N)    115 01 26.39931(W)     ADJUSTED  
 NV0582* NAVD 88     -       990.388  (meters)    3249.30   (feet)  ADJUSTED  
 NV0582  ___________________________________________________________________
 NV0582  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 NV0582  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 NV0582  DYNAMIC HT  -         989.944 (meters)    3247.84  (feet)  COMP
 NV0582  MODELED GRAV-     980,138.8   (mgal)                       NAVD 88
 NV0582
 NV0582  HORZ ORDER  -  SECOND
 NV0582  VERT ORDER  -  SECOND    CLASS 0
 NV0582
 NV0582.The horizontal coordinates were established by classical geodetic methods
 NV0582.and adjusted by the National Geodetic Survey in July 1992..
 NV0582
 NV0582.The orthometric height was determined by differential leveling
 NV0582.and adjusted by the National Geodetic Survey in June 1991..
 NV0582
 NV0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0582
 NV0582.The geoid height was determined by GEOID03.
 NV0582
 NV0582.The dynamic height is computed by dividing the NAVD 88
 NV0582.geopotential number by the normal gravity value computed on the
 NV0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0582.degrees latitude (g = 980.6199 gals.).
 NV0582
 NV0582.The modeled gravity was interpolated from observed gravity values.
 NV0582
 NV0582;                    North         East     Units Scale Factor Converg.
 NV0582;SPC ID C     -   142,576.776   416,432.664   MT  1.00003325   -0 41 51.7
 NV0582;SPC ID W     -   142,321.723   859,247.015   MT  0.99997650   +0 29 40.7
 NV0582;UTM  11      - 4,756,680.581   661,204.585   MT  0.99991970   +1 20 47.6
 NV0582
 NV0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0582!SPC ID C     -   0.99984713  x   1.00003325  =   0.99988038
 NV0582!SPC ID W     -   0.99984713  x   0.99997650  =   0.99982364
 NV0582!UTM  11      -   0.99984713  x   0.99991970  =   0.99976685
 NV0582
 NV0582:                Primary Azimuth Mark                     Grid Az
 NV0582:SPC ID C     -  P 88                                     138 16 26.7
 NV0582:SPC ID W     -  P 88                                     137 04 54.3
 NV0582:UTM  11      -  P 88                                     136 13 47.4
 NV0582
 NV0582|---------------------------------------------------------------------|
 NV0582| PID    Reference Object                     Distance      Geod. Az  |
 NV0582|                                                           dddmmss.s |
 NV0582| NV0584 P 88                                               1373435.0 |
 NV0582| NV0583 IDA 80 93 RM 1                       15.714 METERS 19247     |
 NV0582| NV0580 Q 88                                               2951559.6 |
 NV0582| NV0581 IDA 80 93 RM 2                       11.888 METERS 31739     |
 NV0582|---------------------------------------------------------------------|
 NV0582
 NV0582                          SUPERSEDED SURVEY CONTROL
 NV0582
 NV0582  NAD 83(1986)-  42 56 44.56427(N)    115 01 26.39801(W) AD(       ) 2
 NV0582  NAD 27      -  42 56 44.92060(N)    115 01 23.16960(W) AD(       ) 2
 NV0582  NGVD 29 (??/??/92)  989.579  (m)         3246.64   (f) ADJ UNCH    2 0
 NV0582
 NV0582.Superseded values are not recommended for survey control.
 NV0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0582.See file dsdata.txt to determine how the superseded data were derived.
 NV0582
 NV0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6120556681(NAD 83)
 NV0582_MARKER: DS = TRIANGULATION STATION DISK
 NV0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0582_STAMPING: IDA 80-93 1959
 NV0582_MARK LOGO: CGS   
 NV0582_PROJECTION: FLUSH
 NV0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0582+STABILITY: SURFACE MOTION
 NV0582
 NV0582  HISTORY     - Date     Condition        Report By
 NV0582  HISTORY     - 1959     MONUMENTED       CGS
 NV0582  HISTORY     - 1959     GOOD             CGS
 NV0582  HISTORY     - 1983     GOOD             NGS
 NV0582
 NV0582                          STATION DESCRIPTION
 NV0582
 NV0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0582'THE STATION IS ABOUT 4 MILES NORTHWEST OF BLISS, 0.1 MILE
 NV0582'NORTH OF U.S. HIGHWAY 30 AND ON THE SOUTH END OF A LONG LOW
 NV0582'SAGE COVERED RIDGE.
 NV0582'
 NV0582'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND ABANDONED
 NV0582'HIGHWAY 30 AT BLISS GO NORTHWEST ON U.S. HIGHWAY 30 FOR 3.9
 NV0582'MILES TO ITS JUNCTION WITH OLD HIGHWAY 30 ON THE RIGHT.  TURN
 NV0582'RIGHT, NORTH, CROSS OLD HIGHWAY, THENCE 0.1 MILE NORTH ALONG
 NV0582'THE WEST SIDE OF A FENCELINE TO A FENCE CORNER, THENCE LEFT,
 NV0582'WEST, ON TRACK ROAD ABOUT 200 FEET TO CREST OF RIDGE AND
 NV0582'STATION.
 NV0582'
 NV0582'THE STATION MARK, STAMPED IDA 80-93 1959, IS A STANDARD DISK
 NV0582'SET IN A CONCRETE POST PROJECTING 3 INCHES AND IS 5-1/2 FEET
 NV0582'NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 NV0582'
 NV0582'REFERENCE MARK NO. 1, STAMPED IDA 80-93 NO 1 1959, IS A STANDARD
 NV0582'DISK SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND
 NV0582'AND ABOUT 2 FEET LOWER THAN THE STATION.
 NV0582'
 NV0582'REFERENCE MARK NO. 2, STAMPED IDA 80-93 NO 2 1959, IS A STANDARD
 NV0582'DISK SET IN A DRILL HOLE IN A BOULDER PROJECTING 6 INCHES
 NV0582'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 NV0582'
 NV0582'THE BENCH MARK, STAMPED P 88 1959, IS A STANDARD DISK SET IN
 NV0582'A DRILL HOLE IN BEDROCK PROJECTING 4 FEET ON THE SOUTH SIDE.
 NV0582'THE MARK IS 50 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 NV0582'HIGHWAY, ABOUT 10 FEET HIGHER THAN THE HIGHWAY AND AT HIGHWAY
 NV0582'MILE POST 147.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30
 NV0582'AND OLD HIGHWAY 30, (3.9 MILES NORTHWEST OF BLISS), GO 0.45
 NV0582'MILE SOUTHEAST ON PRESENT HIGHWAY 30 TO THE MARK ON THE RIGHT.
 NV0582'
 NV0582'THE BENCH MARK, STAMPED Q 88 1959, IS A STANDARD DISK SET IN A
 NV0582'DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  THE MARK IS 72 FEET
 NV0582'NORTH OF THE CENTERLINE OF THE HIGHWAY, 7-1/2 FEET NORTHEAST OF
 NV0582'A METAL WITNESS POST WITH SIGN AND ABOUT 15 FEET HIGHER THAN
 NV0582'THE HIGHWAY.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30
 NV0582'AND OLD HIGHWAY 30, (3.9 MILES NORTHWEST OF BLISS), GO 0.45
 NV0582'MILE NORTHWEST ON PRESENT HIGHWAY 30 TO THE MARK ON THE RIGHT.
 NV0582
 NV0582                          STATION RECOVERY (1959)
 NV0582
 NV0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NV0582'4.0 MI NW FROM BLISS.
 NV0582'3.9 MILES NORTHWEST ON U.S. HIGHWAY 30 FROM THE JUNCTION OF OLD
 NV0582'HIGHWAY 30 AT BLISS, THENCE 0.1 MILE NORTH TO THE TOP OF A SAGE RIDGE,
 NV0582'51.56 FEET NORTHEAST OF R.M. 1, 39.00 FEET SOUTHEAST OF R.M. 2, 5 1/2
 NV0582'FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE
 NV0582'CONCRETE POST PROJECTING 3 INCHES.
 NV0582
 NV0582                          STATION RECOVERY (1983)
 NV0582
 NV0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0582'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.25 KM
 NV0582'(2.65 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN BLISS,
 NV0582'THENCE 2.9 KM (1.8 MI) NORTHWEST ALONG OLD U.S. HIGHWAY 30, THENCE
 NV0582'0.15 KM (0.1 MI) NORTHEAST ACROSS COUNTRY TO THE TOP OF THE HIGHEST
 NV0582'HILL IN THE AREA AND THE STATION, 15.7 METERS (51.5 FT) NORTHEAST OF
 NV0582'RM 1 AND 11.9 METERS (39 FT) SOUTHEAST OF RM 2.
 NV0582'THE MARK IS 4.7 METERS  NE FROM A WITNESS POST.
 NV0582'THE MARK IS 21.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0583 ***********************************************************************
 NV0583  DESIGNATION -  IDA 80 93 RM 1
 NV0583  PID         -  NV0583
 NV0583  STATE/COUNTY-  ID/GOODING
 NV0583  USGS QUAD   -  TICESKA (1992)
 NV0583
 NV0583                         *CURRENT SURVEY CONTROL
 NV0583  ___________________________________________________________________
 NV0583* NAD 83(1986)-  42 56 45.     (N)    115 01 26.     (W)     SCALED    
 NV0583* NAVD 88     -       989.660  (meters)    3246.91   (feet)  ADJUSTED  
 NV0583  ___________________________________________________________________
 NV0583  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 NV0583  DYNAMIC HT  -         989.216 (meters)    3245.45  (feet)  COMP
 NV0583  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 NV0583
 NV0583  VERT ORDER  -  SECOND    CLASS 0
 NV0583
 NV0583.The horizontal coordinates were scaled from a topographic map and have
 NV0583.an estimated accuracy of +/- 6 seconds.
 NV0583
 NV0583.The orthometric height was determined by differential leveling
 NV0583.and adjusted by the National Geodetic Survey in June 1991..
 NV0583
 NV0583.The geoid height was determined by GEOID03.
 NV0583
 NV0583.The dynamic height is computed by dividing the NAVD 88
 NV0583.geopotential number by the normal gravity value computed on the
 NV0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0583.degrees latitude (g = 980.6199 gals.).
 NV0583
 NV0583.The modeled gravity was interpolated from observed gravity values.
 NV0583
 NV0583;                    North         East    Units  Estimated Accuracy
 NV0583;SPC ID C     -   142,590.      416,440.      MT  (+/- 180 meters Scaled)
 NV0583
 NV0583                          SUPERSEDED SURVEY CONTROL
 NV0583
 NV0583  NGVD 29 (??/??/92)  988.850  (m)         3244.25   (f) ADJ UNCH    2 0
 NV0583
 NV0583.Superseded values are not recommended for survey control.
 NV0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0583.See file dsdata.txt to determine how the superseded data were derived.
 NV0583
 NV0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH612566(NAD 83)
 NV0583_MARKER: DR = REFERENCE MARK DISK
 NV0583_SETTING: 80 = SET IN A BOULDER
 NV0583_SP_SET: BOULDER
 NV0583_STAMPING: IDA 80-93 NO 1 1959
 NV0583_MARK LOGO: CGS   
 NV0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0583+STABILITY: SURFACE MOTION
 NV0583
 NV0583  HISTORY     - Date     Condition        Report By
 NV0583  HISTORY     - 1959     MONUMENTED       CGS
 NV0583  HISTORY     - 1983     GOOD             NGS
 NV0583
 NV0583                          STATION DESCRIPTION
 NV0583
 NV0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0583'4.0 MI NW FROM BLISS.
 NV0583'3.9 MILES NORTHWEST ON U.S. HIGHWAY 30 FROM THE JUNCTION OF OLD
 NV0583'HIGHWAY 30 AT BLISS, THENCE 0.1 MILE NORTH TO TOP OF A SAGE RIDGE,
 NV0583'51.56 FEET SOUTHWEST OF THE STATION MARK, SET IN A DRILL HOLE IN A
 NV0583'BOULDER FLUSH WITH THE GROUND AND ABOUT 2 FEET LOWER THAN THE STATION.
 NV0583
 NV0583                          STATION RECOVERY (1983)
 NV0583
 NV0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0583'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.25 KM
 NV0583'(2.65 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN BLISS,
 NV0583'THENCE 2.9 KM (1.8 MI) NORTHWEST ALONG OLD U.S. HIGHWAY 30, THENCE
 NV0583'0.15 KM (0.1 MI) NORTHEAST ACROSS COUNTRY TO THE TOP OF THE HIGHEST
 NV0583'HILL IN THE AREA, IN TOP OF A 2 BY 2 FOOT BOULDER PROJECTING 4-INCHES
 NV0583'ABOVE THE SURFACE OF THE GROUND, 15.7 METERS (51.5 FT) SOUTHWEST OF
 NV0583'THE STATION.
 NV0583'THE MARK IS 14.0 METERS  SW FROM A WITNESS POST.
 NV0583'THE MARK IS 21.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0581 ***********************************************************************
 NV0581  DESIGNATION -  IDA 80 93 RM 2
 NV0581  PID         -  NV0581
 NV0581  STATE/COUNTY-  ID/GOODING
 NV0581  USGS QUAD   -  TICESKA (1992)
 NV0581
 NV0581                         *CURRENT SURVEY CONTROL
 NV0581  ___________________________________________________________________
 NV0581* NAD 83(1986)-  42 56 45.     (N)    115 01 26.     (W)     SCALED    
 NV0581* NAVD 88     -       989.960  (meters)    3247.89   (feet)  ADJUSTED  
 NV0581  ___________________________________________________________________
 NV0581  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 NV0581  DYNAMIC HT  -         989.517 (meters)    3246.44  (feet)  COMP
 NV0581  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 NV0581
 NV0581  VERT ORDER  -  SECOND    CLASS 0
 NV0581
 NV0581.The horizontal coordinates were scaled from a topographic map and have
 NV0581.an estimated accuracy of +/- 6 seconds.
 NV0581
 NV0581.The orthometric height was determined by differential leveling
 NV0581.and adjusted by the National Geodetic Survey in June 1991..
 NV0581
 NV0581.The geoid height was determined by GEOID03.
 NV0581
 NV0581.The dynamic height is computed by dividing the NAVD 88
 NV0581.geopotential number by the normal gravity value computed on the
 NV0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0581.degrees latitude (g = 980.6199 gals.).
 NV0581
 NV0581.The modeled gravity was interpolated from observed gravity values.
 NV0581
 NV0581;                    North         East    Units  Estimated Accuracy
 NV0581;SPC ID C     -   142,590.      416,440.      MT  (+/- 180 meters Scaled)
 NV0581
 NV0581                          SUPERSEDED SURVEY CONTROL
 NV0581
 NV0581  NGVD 29 (??/??/92)  989.151  (m)         3245.24   (f) ADJ UNCH    2 0
 NV0581
 NV0581.Superseded values are not recommended for survey control.
 NV0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0581.See file dsdata.txt to determine how the superseded data were derived.
 NV0581
 NV0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH612566(NAD 83)
 NV0581_MARKER: DR = REFERENCE MARK DISK
 NV0581_SETTING: 80 = SET IN A BOULDER
 NV0581_SP_SET: BOULDER
 NV0581_STAMPING: IDA 80-93 NO 2 1959
 NV0581_MARK LOGO: CGS   
 NV0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0581+STABILITY: SURFACE MOTION
 NV0581
 NV0581  HISTORY     - Date     Condition        Report By
 NV0581  HISTORY     - 1959     MONUMENTED       CGS
 NV0581  HISTORY     - 1983     GOOD             NGS
 NV0581
 NV0581                          STATION DESCRIPTION
 NV0581
 NV0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0581'4.0 MI NW FROM BLISS.
 NV0581'3.9 MILES NORTHWEST ON U.S. HIGHWAY 30 FROM THE JUNCTION OF OLD
 NV0581'HIGHWAY 30 AT BLISS, THENCE 0.1 MILE NORTH TO THE TOP OF A SAGE RIDGE,
 NV0581'39.00 FEET NORTHWEST OF THE STATION MARK, SET IN A DRILL HOLE IN A
 NV0581'BOULDER PROJECTING 6 INCHES AND ABOUT 1 FOOT LOWER THAN THE STATION.
 NV0581
 NV0581                          STATION RECOVERY (1983)
 NV0581
 NV0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0581'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.25 KM
 NV0581'(2.65 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN BLISS,
 NV0581'THENCE 2.9 KM (1.8 MI) NORTHWEST ALONG OLD U.S. HIGHWAY 30, THENCE
 NV0581'0.15 KM (0.1 MI) NORTHEAST ACROSS COUNTRY TO THE TOP OF THE HIGHEST
 NV0581'HILL IN THE AREA, IN THE TOP CENTER OF A 1.5 BY 1.5 FOOT BOULDER
 NV0581'PROJECTING 5-INCHES ABOVE THE SURFACE OF THE GROUND, 11.9 METERS
 NV0581'(39 FT) NORTHWEST OF THE STATION.
 NV0581'THE MARK IS 12.3 METERS  NW FROM A WITNESS POST.
 NV0581'THE MARK IS 21.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0450 ***********************************************************************
 NV0450  DESIGNATION -  IDA 80 94
 NV0450  PID         -  NV0450
 NV0450  STATE/COUNTY-  ID/GOODING
 NV0450  USGS QUAD   -  BLISS (1992)
 NV0450
 NV0450                         *CURRENT SURVEY CONTROL
 NV0450  ___________________________________________________________________
 NV0450* NAD 83(1992)-  42 55 57.09214(N)    114 58 57.61780(W)     ADJUSTED  
 NV0450* NAVD 88     -      1008.743  (meters)    3309.52   (feet)  ADJUSTED  
 NV0450  ___________________________________________________________________
 NV0450  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 NV0450  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 NV0450  DYNAMIC HT  -        1008.297 (meters)    3308.05  (feet)  COMP
 NV0450  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 NV0450
 NV0450  HORZ ORDER  -  SECOND
 NV0450  VERT ORDER  -  FIRST     CLASS II
 NV0450
 NV0450.The horizontal coordinates were established by classical geodetic methods
 NV0450.and adjusted by the National Geodetic Survey in July 1992..
 NV0450
 NV0450.The orthometric height was determined by differential leveling
 NV0450.and adjusted by the National Geodetic Survey in June 1991..
 NV0450.WARNING-Repeat measurements at this control monument indicate possible
 NV0450.vertical movement.
 NV0450
 NV0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0450
 NV0450.The geoid height was determined by GEOID03.
 NV0450
 NV0450.The dynamic height is computed by dividing the NAVD 88
 NV0450.geopotential number by the normal gravity value computed on the
 NV0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0450.degrees latitude (g = 980.6199 gals.).
 NV0450
 NV0450.The modeled gravity was interpolated from observed gravity values.
 NV0450
 NV0450;                    North         East     Units Scale Factor Converg.
 NV0450;SPC ID C     -   141,071.625   419,788.314   MT  1.00002649   -0 40 09.7
 NV0450;SPC ID W     -   140,886.788   862,633.083   MT  0.99998158   +0 31 21.6
 NV0450;UTM  11      - 4,755,296.216   664,611.432   MT  0.99993336   +1 22 27.8
 NV0450
 NV0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0450!SPC ID C     -   0.99984425  x   1.00002649  =   0.99987073
 NV0450!SPC ID W     -   0.99984425  x   0.99998158  =   0.99982583
 NV0450!UTM  11      -   0.99984425  x   0.99993336  =   0.99977762
 NV0450
 NV0450|---------------------------------------------------------------------|
 NV0450| PID    Reference Object                     Distance      Geod. Az  |
 NV0450|                                                           dddmmss.s |
 NV0450| NV0451 IDA 80 94 RM 1                       24.288 METERS 08056     |
 NV0450| NV1118 BLISS UNION PACIFIC RR TANK         APPROX. 2.7 KM 1022303.4 |
 NV0450| NV0453 IDA 80 94 RM 3                       15.330 METERS 13028     |
 NV0450| NV0452 IDA 80 94 RM 4                       15.596 METERS 28256     |
 NV0450| NV0448 N 88                                               2922449.7 |
 NV0450| NV0449 IDA 80 94 RM 2                       19.188 METERS 33348     |
 NV0450|---------------------------------------------------------------------|
 NV0450
 NV0450                          SUPERSEDED SURVEY CONTROL
 NV0450
 NV0450  NAD 83(1986)-  42 55 57.09085(N)    114 58 57.61639(W) AD(       ) 2
 NV0450  NAD 27      -  42 55 57.44660(N)    114 58 54.39420(W) AD(       ) 2
 NV0450  NGVD 29 (??/??/92) 1007.944  (m)         3306.90   (f) ADJ UNCH    1 2
 NV0450
 NV0450.Superseded values are not recommended for survey control.
 NV0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0450.See file dsdata.txt to determine how the superseded data were derived.
 NV0450
 NV0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6461155296(NAD 83)
 NV0450_MARKER: DE = TRAVERSE STATION DISK
 NV0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0450_STAMPING: IDA 80 94 1959
 NV0450_MARK LOGO: CGS   
 NV0450_PROJECTION: FLUSH
 NV0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0450+STABILITY: SURFACE MOTION
 NV0450
 NV0450  HISTORY     - Date     Condition        Report By
 NV0450  HISTORY     - 1959     MONUMENTED       CGS
 NV0450  HISTORY     - 1973     GOOD             NGS
 NV0450  HISTORY     - 1973     GOOD             NGS
 NV0450  HISTORY     - 1983     GOOD             NGS
 NV0450  HISTORY     - 1983     GOOD             NGS
 NV0450
 NV0450                          STATION DESCRIPTION
 NV0450
 NV0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0450'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF BLISS, 1/2 MILE
 NV0450'NORTHWEST OF A RAILROAD OVERPASS AND ON A GRASSY MOUND ON THE
 NV0450'NORTHEAST SIDE OF THE HIGHWAY BETWEEN THE HIGHWAY AND A
 NV0450'GRAVEL PIT.
 NV0450'
 NV0450'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND ABANDONED
 NV0450'HIGHWAY 30 AT BLISS GO NORTHWEST ON U.S. HIGHWAY 30 FOR 1.7
 NV0450'MILES TO THE STATION ON THE RIGHT.
 NV0450'
 NV0450'THE STATION MARK, STAMPED IDA 80-94 1959, IS A STANDARD TRAVERSE
 NV0450'DISK SET IN A CONCRETE POST.  THE STATION IS 0.1 MILE NORTHWEST
 NV0450'OF HIGHWAY MILE POLE NO. 149, 64 FEET NORTHEAST OF THE
 NV0450'CENTERLINE OF THE HIGHWAY AND 5 FEET EAST OF A METAL WITNESS
 NV0450'POST WITH SIGN.
 NV0450'
 NV0450'REFERENCE MARK NO. 1, STAMPED IDA 80-94 NO 1 1959, IS A STANDARD DISK
 NV0450'SET IN A CONCRETE POST PROJECTING 8 INCHES AND IS ABOUT 4 FEET
 NV0450'LOWER THAN THE STATION.
 NV0450'
 NV0450'REFERRENCE MARK NO. 2, STAMPED IDA 80-94 NO 2 1959, IS A
 NV0450'STANDARD DISK SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 NV0450'GROUND.  1.0 MILE WEST-NORTHWEST ALONG THE HIGHWAY FROM THE
 NV0450'STATION, 0.05 MILE WEST OF A SIDE ROAD RIGHT, 95 FEET NORTH OF
 NV0450'THE CENTERLINE OF THE HIGHWAY AND ABOUT 15 FEET HIGHER THAN
 NV0450'THE HIGHWAY.
 NV0450
 NV0450                          STATION RECOVERY (1973)
 NV0450
 NV0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NV0450'PREVIOUS DESCRIPTION FOUND IN IDAHO VOL. II, PAGE 271.
 NV0450'
 NV0450'THE STATION MARK, AND BENCH MARK N 88 WAS RECOVERED IN GOOD
 NV0450'CONDITION.  THE REFERENCE MARKS HAD BEEN DESTROYED WHEN THE AREA WAS
 NV0450'USED FOR A BORROW SOURCE.  REFERENCE MARK NO. 3, AND 4 WERE
 NV0450'ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NV0450'
 NV0450'THE STATION IS 2 MILES WEST OF BLISS ON HIGHWAY PROPERTY.
 NV0450'
 NV0450'TO REACH THE STATION FROM THE BLISS POST OFFICE GO WEST ON U.S.
 NV0450'HIGHWAYS 26 AND 30 FOR 1.9 MILES TO THE STATION ON THE RIGHT.
 NV0450'
 NV0450'THE STATION MARK, STAMPED IDA 80-94 1959, IS A STANDARD TRAVERSE
 NV0450'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH,
 NV0450'0.1 MILE NORTHWEST, AND ACROSS THE HIGHWAY FROM MILEPOST NO. 149,
 NV0450'250 FEET EAST OF A FENCE CORNER, 62 FEET NORTH OF THE CENTER OF
 NV0450'THE HIGHWAYS, 13.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, 5
 NV0450'FEET NORTHEAST OF A METAL WITNESS POST, AND 4 FEET SOUTH OF A
 NV0450'SIGN ADVERTISING THE OXBOW GRILL.
 NV0450'
 NV0450'REFERENCE MARK NO. 3, STAMPED IDA 80-94 1959 NO 3 1973, IS A STANDARD
 NV0450'DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5-INCHES
 NV0450'65 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND 2 FEET NORTH OF THE
 NV0450'RIGHT-OF-WAY FENCE LINE.
 NV0450'
 NV0450'REFERENCE MARK NO. 4, STAMPED IDA 80-94 1959 NO 4 1973, IS A STANDARD
 NV0450'DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3-INCHES
 NV0450'200 FEET EAST OF THE FENCE CORNER, 65 FEET NORTH OF THE CENTER OF
 NV0450'THE HIGHWAY, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE.
 NV0450'
 NV0450'TO REACH BENCH MARK N 88, (AZIMUTH MARK), FROM THE STATION GO
 NV0450'NORTHWESTERLY ON THE HIGHWAY FOR 1.0 MILE TO THE BENCH MARK ON THE
 NV0450'RIGHT, 100 FEET NORTH OF THE PROPOSED CENTER LINE OF THE WESTBOUND
 NV0450'LANE OF INTERSTATE 80N, AND 5 FEET NORTHEAST OF A METAL WITNESS
 NV0450'POST.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 NV0450'THAT IS 15 FEET HIGHER THAN THE HIGHWAY.
 NV0450'
 NV0450'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST OF
 NV0450'BLISS.
 NV0450
 NV0450                          STATION RECOVERY (1973)
 NV0450
 NV0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NV0450'2.0 MI W FROM BLISS.
 NV0450'TO REACH THE BENCH MARK FROM THE BLISS POST OFFICE GO WEST ON U.S.
 NV0450'HIGHWAYS 26, AND GO FOR 1.9 MILES TO THE BENCH MARK ON THE RIGHT 0.1
 NV0450'MILE NORTHWEST, AND ACROSS THE HIGHWAY FROM MILEPOST NO. 149, 250 FEET
 NV0450'EAST OF A FENCE CORNER, 50.30 FEET NORTHWEST OF REFERENCE MARK NO. 3,
 NV0450'13.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, AND 5 FEET NORTHEAST
 NV0450'OF A METAL WITNESS POST SET IN A 13-INCH SQUARE CONCRETE MONUMENT THAT
 NV0450'PROJECTS 1 INCH.
 NV0450
 NV0450                          STATION RECOVERY (1983)
 NV0450
 NV0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0450'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.05 KM
 NV0450'(1.9 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN BLISS, ON
 NV0450'TOP OF A SMALL GRASS COVERED HILL, 1.1 KM (0.7 MI) NORTHWEST OF THE
 NV0450'NORTHWEST END OF THE BRIDGE OVER THE UNION PACIFIC RAILROAD, 1.05 KM
 NV0450'(0.65 MI) SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE OVER INTERSTATE
 NV0450'84, 19.5 METERS (64 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 NV0450'76.5 METERS (251 FT) SOUTHEAST OF A FENCE CORNER POST, 15.5 METERS
 NV0450'(51 FT) SOUTHEAST OF RM 4, 15.4 METERS (50.5 FT) NORTHWEST OF RM 3 AND
 NV0450'4.2 METERS (14 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 NV0450'THE MARK IS 4.3 METERS  NE FROM A WITNESS POST.
 NV0450'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 NV0450
 NV0450                          STATION RECOVERY (1983)
 NV0450
 NV0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0453 ***********************************************************************
 NV0453  DESIGNATION -  IDA 80 94 RM 3
 NV0453  PID         -  NV0453
 NV0453  STATE/COUNTY-  ID/GOODING
 NV0453  USGS QUAD   -  BLISS (1992)
 NV0453
 NV0453                         *CURRENT SURVEY CONTROL
 NV0453  ___________________________________________________________________
 NV0453* NAD 83(1986)-  42 55 57.     (N)    114 58 57.     (W)     SCALED    
 NV0453* NAVD 88     -      1007.82   (meters)    3306.5    (feet)  RESET     
 NV0453  ___________________________________________________________________
 NV0453  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 NV0453
 NV0453  VERT ORDER  -  THIRD
 NV0453
 NV0453.The horizontal coordinates were scaled from a topographic map and have
 NV0453.an estimated accuracy of +/- 6 seconds.
 NV0453
 NV0453.The orthometric height was computed from unverified reset data.
 NV0453
 NV0453.The geoid height was determined by GEOID03.
 NV0453
 NV0453;                    North         East    Units  Estimated Accuracy
 NV0453;SPC ID C     -   141,070.      419,800.      MT  (+/- 180 meters Scaled)
 NV0453
 NV0453                          SUPERSEDED SURVEY CONTROL
 NV0453
 NV0453.No superseded survey control is available for this station.
 NV0453
 NV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH646552(NAD 83)
 NV0453_MARKER: DR = REFERENCE MARK DISK
 NV0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0453_STAMPING: IDA 80 94 1959 NO 3 1973
 NV0453_MARK LOGO: NGS   
 NV0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0453+STABILITY: SURFACE MOTION
 NV0453
 NV0453  HISTORY     - Date     Condition        Report By
 NV0453  HISTORY     - 1973     MONUMENTED       NGS
 NV0453  HISTORY     - 1983     GOOD             NGS
 NV0453
 NV0453                          STATION DESCRIPTION
 NV0453
 NV0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NV0453'2.0MI W FROM BLISS.
 NV0453'REACHED FROM THE BLISS POST OFFICE BY GOING WEST ON U.S. HIGHWAYS 26,
 NV0453'AND 30 FOR 1.9 MILES TO THE MARK ON THE RIGHT, 50.30 FEET SOUTHEAST OF
 NV0453'TRAVERSE STATION IDA 80-94 1959, AND 2 FEET NORTH OF THE RIGHT-OF-WAY
 NV0453'FENCE LINE SET IN A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 NV0453'5-INCHES.
 NV0453
 NV0453                          STATION RECOVERY (1983)
 NV0453
 NV0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0452 ***********************************************************************
 NV0452  DESIGNATION -  IDA 80 94 RM 4
 NV0452  PID         -  NV0452
 NV0452  STATE/COUNTY-  ID/GOODING
 NV0452  USGS QUAD   -  BLISS (1992)
 NV0452
 NV0452                         *CURRENT SURVEY CONTROL
 NV0452  ___________________________________________________________________
 NV0452* NAD 83(1986)-  42 55 57.     (N)    114 58 57.     (W)     SCALED    
 NV0452* NAVD 88     -      1007.70   (meters)    3306.1    (feet)  RESET     
 NV0452  ___________________________________________________________________
 NV0452  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 NV0452
 NV0452  VERT ORDER  -  THIRD
 NV0452
 NV0452.The horizontal coordinates were scaled from a topographic map and have
 NV0452.an estimated accuracy of +/- 6 seconds.
 NV0452
 NV0452.The orthometric height was computed from unverified reset data.
 NV0452
 NV0452.The geoid height was determined by GEOID03.
 NV0452
 NV0452;                    North         East    Units  Estimated Accuracy
 NV0452;SPC ID C     -   141,070.      419,800.      MT  (+/- 180 meters Scaled)
 NV0452
 NV0452                          SUPERSEDED SURVEY CONTROL
 NV0452
 NV0452.No superseded survey control is available for this station.
 NV0452
 NV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH646552(NAD 83)
 NV0452_MARKER: DR = REFERENCE MARK DISK
 NV0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0452_STAMPING: IDA 80 94 1959 NO 4 1973
 NV0452_MARK LOGO: NGS   
 NV0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0452+STABILITY: SURFACE MOTION
 NV0452
 NV0452  HISTORY     - Date     Condition        Report By
 NV0452  HISTORY     - 1973     MONUMENTED       NGS
 NV0452  HISTORY     - 1983     GOOD             NGS
 NV0452
 NV0452                          STATION DESCRIPTION
 NV0452
 NV0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NV0452'2.0 MI W FROM BLISS.
 NV0452'REACHED FROM THE BLISS POST OFFICE BY GOING WEST ON U.S. HIGHWAYS 26,
 NV0452'AND 30 FOR 1.9 MILES TO THE MARK ON THE RIGHT, 200 FEET EAST OF A
 NV0452'FENCE CORNER, 51.17 FEET WEST OF TRAVERSE STATION IDA 80-94 1959, AND
 NV0452'2 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE SET IN A CYLINDRICAL
 NV0452'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 NV0452
 NV0452                          STATION RECOVERY (1983)
 NV0452
 NV0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0328 ***********************************************************************
 NV0328  DESIGNATION -  IDA 80 95
 NV0328  PID         -  NV0328
 NV0328  STATE/COUNTY-  ID/GOODING
 NV0328  USGS QUAD   -  BLISS (1992)
 NV0328
 NV0328                         *CURRENT SURVEY CONTROL
 NV0328  ___________________________________________________________________
 NV0328* NAD 83(1992)-  42 55 00.86727(N)    114 55 19.79908(W)     ADJUSTED  
 NV0328* NAVD 88     -      1000.727  (meters)    3283.22   (feet)  ADJUSTED  
 NV0328  ___________________________________________________________________
 NV0328  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 NV0328  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 NV0328  DYNAMIC HT  -        1000.274 (meters)    3281.73  (feet)  COMP
 NV0328  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 NV0328
 NV0328  HORZ ORDER  -  THIRD
 NV0328  VERT ORDER  -  FIRST     CLASS II
 NV0328
 NV0328.The horizontal coordinates were established by classical geodetic methods
 NV0328.and adjusted by the National Geodetic Survey in July 1992..
 NV0328
 NV0328.The orthometric height was determined by differential leveling
 NV0328.and adjusted by the National Geodetic Survey in January 1993..
 NV0328
 NV0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0328
 NV0328.The geoid height was determined by GEOID03.
 NV0328
 NV0328.The dynamic height is computed by dividing the NAVD 88
 NV0328.geopotential number by the normal gravity value computed on the
 NV0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0328.degrees latitude (g = 980.6199 gals.).
 NV0328
 NV0328.The modeled gravity was interpolated from observed gravity values.
 NV0328
 NV0328;                    North         East     Units Scale Factor Converg.
 NV0328;SPC ID C     -   139,280.749   424,708.133   MT  1.00001708   -0 37 40.7
 NV0328;UTM  11      - 4,753,682.034   669,591.592   MT  0.99995384   +1 24 54.8
 NV0328
 NV0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0328!SPC ID C     -   0.99984550  x   1.00001708  =   0.99986257
 NV0328!UTM  11      -   0.99984550  x   0.99995384  =   0.99979934
 NV0328
 NV0328|---------------------------------------------------------------------|
 NV0328| PID    Reference Object                     Distance      Geod. Az  |
 NV0328|                                                           dddmmss.s |
 NV0328| NV0329 IDA 80 95 RM 1                       15.189 METERS 06122     |
 NV0328| NV1120 MALAD                               APPROX. 2.8 KM 1065621.8 |
 NV0328| NV0330 IDA 80 95 RM 2                       28.069 METERS 31851     |
 NV0328|---------------------------------------------------------------------|
 NV0328
 NV0328                          SUPERSEDED SURVEY CONTROL
 NV0328
 NV0328  NAD 83(1986)-  42 55 00.86590(N)    114 55 19.79739(W) AD(       ) 3
 NV0328  NAD 27      -  42 55 01.22040(N)    114 55 16.58430(W) AD(       ) 3
 NV0328  NAVD 88 (06/15/91) 1000.727  (m)         3283.22   (f) UNKNOWN     1 2
 NV0328  NGVD 29 (??/??/92)  999.900  (m)         3280.51   (f) ADJ UNCH    1 2
 NV0328
 NV0328.Superseded values are not recommended for survey control.
 NV0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0328.See file dsdata.txt to determine how the superseded data were derived.
 NV0328
 NV0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6959253682(NAD 83)
 NV0328_MARKER: DS = TRIANGULATION STATION DISK
 NV0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0328_SP_SET: CONCRETE POST
 NV0328_STAMPING: IDA 80-95 1959
 NV0328_MARK LOGO: CGS   
 NV0328_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0328+STABILITY: SURFACE MOTION
 NV0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0328+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0328
 NV0328  HISTORY     - Date     Condition        Report By
 NV0328  HISTORY     - 1959     MONUMENTED       CGS
 NV0328  HISTORY     - 1959     GOOD             CGS
 NV0328  HISTORY     - 1983     GOOD             NGS
 NV0328  HISTORY     - 19920715 GOOD             NGS
 NV0328
 NV0328                          STATION DESCRIPTION
 NV0328
 NV0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0328'THE STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF BLISS, ON A
 NV0328'ROCKY KNOB ON THE NORTHEAST SIDE OF STATE HIGHWAY 25 AND ON
 NV0328'THE EMBANKMENT BETWEEN THE HIGHWAY AND THE RAILROAD TRACKS.
 NV0328'
 NV0328'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 NV0328'25 AT THE EAST SIDE OF BLISS, GO SOUTHEAST ON STATE HIGHWAY 25
 NV0328'FOR 0.55 MILE TO THE STATION ON THE LEFT.
 NV0328'
 NV0328'THE STATION MARK, STAMPED IDA 80-95 1959, IS SET IN A CONCRETE
 NV0328'POST PROJECTING 4 INCHES.  IT IS 21-1/2 FEET NORTHEAST OF THE
 NV0328'FENCE LINE AND 15 FEET SOUTHWEST OF THE EDGE OF THE CUT ON
 NV0328'THE SOUTHWEST SIDE OF THE RAILROAD TRACKS.
 NV0328'
 NV0328'REFERENCE MARK 1, STAMPED IDA 80-95 NO 1 1959, IS CEMENTED IN
 NV0328'A DRILL HOLE IN THE BEDROCK ON TOP OF THE CUT ON THE
 NV0328'NORTHEAST SIDE OF THE RAILROAD TRACKS.  IT IS AT THE SOUTHWEST
 NV0328'EDGE OF THE CUT, ABOUT THE SAME ELEVATION AS THE STATION.
 NV0328'
 NV0328'REFERENCE MARK 2, STAMPED IDA 80-95 NO 2 1959, IS SET IN A
 NV0328'DRILL HOLE IN THE CUT BETWEEN THE FENCE AND THE RAILROAD TRACKS.
 NV0328'
 NV0328'ALL MARKS ARE STANDARD DISKS.
 NV0328
 NV0328                          STATION RECOVERY (1959)
 NV0328
 NV0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NV0328'1.25 MI SE FROM BLISS.
 NV0328'0.7 MILE EAST ON U.S. HIGHWAY 30 FROM THE SCHOOL AT BLISS TO THE
 NV0328'JUNCTION OF STATE HIGHWAY 25, THENCE 0.55 MILE SOUTHEAST ON STATE
 NV0328'HIGHWAY 25.  92.09 FEET SOUTHEAST OF R.M. 2, 49.83 FEET SOUTHWEST OF
 NV0328'R.M. 1, SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 NV0328
 NV0328                          STATION RECOVERY (1983)
 NV0328
 NV0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0328'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
 NV0328'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM
 NV0328'(0.7 MI) EAST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN BLISS,
 NV0328'THENCE 1.15 KM (0.7 MI) SOUTHEAST ALONG INTERSTATE 84, 0.3 KM (0.2 MI)
 NV0328'SOUTHEAST OF MILEPOST 141, AT A CANAL SIPHON CROSSING UNDER THE
 NV0328'INTERSTATE, 29.5 METERS (97 FT) NORTHEAST OF THE WEST BOUND
 NV0328'CENTERLINE, 28.0 METERS (92 FT) SOUTHEAST OF RM 2, 15.2 METERS (50 FT)
 NV0328'SOUTHWEST ACROSS THE TRACKS FROM RM 1 AND 6.5 METERS (21.5 FT)
 NV0328'NORTHEAST OF THE RIGHT OF WAY FENCE.
 NV0328'THE MARK IS 4.6 METERS  NE FROM A WITNESS POST.
 NV0328
 NV0328                          STATION RECOVERY (1992)
 NV0328
 NV0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0328'1.3 KM (0.80 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0328'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, 30.0 M (98.4 FT)
 NV0328'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 NV0328'28.0 M (91.9 FT) SOUTHEAST OF REFERENCE MARK 2, 6.4 M (21.0 FT)
 NV0328'NORTHEAST OF A FENCE, 4.8 M (15.7 FT) SOUTHWEST OF THE NORTHEAST END
 NV0328'OF A RAILROAD CUT, 1.6 M (5.2 FT) NORTHEAST OF A WITNESS POST, 1.5 M
 NV0328'(4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 NV0328'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0329 ***********************************************************************
 NV0329  DESIGNATION -  IDA 80 95 RM 1
 NV0329  PID         -  NV0329
 NV0329  STATE/COUNTY-  ID/GOODING
 NV0329  USGS QUAD   -  BLISS (1992)
 NV0329
 NV0329                         *CURRENT SURVEY CONTROL
 NV0329  ___________________________________________________________________
 NV0329* NAD 83(1986)-  42 55 01.     (N)    114 55 20.     (W)     SCALED    
 NV0329* NAVD 88     -      1001.052  (meters)    3284.28   (feet)  ADJUSTED  
 NV0329  ___________________________________________________________________
 NV0329  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 NV0329  DYNAMIC HT  -        1000.598 (meters)    3282.80  (feet)  COMP
 NV0329  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 NV0329
 NV0329  VERT ORDER  -  FIRST     CLASS II
 NV0329
 NV0329.The horizontal coordinates were scaled from a topographic map and have
 NV0329.an estimated accuracy of +/- 6 seconds.
 NV0329
 NV0329.The orthometric height was determined by differential leveling
 NV0329.and adjusted by the National Geodetic Survey in January 1993..
 NV0329
 NV0329.The geoid height was determined by GEOID03.
 NV0329
 NV0329.The dynamic height is computed by dividing the NAVD 88
 NV0329.geopotential number by the normal gravity value computed on the
 NV0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0329.degrees latitude (g = 980.6199 gals.).
 NV0329
 NV0329.The modeled gravity was interpolated from observed gravity values.
 NV0329
 NV0329;                    North         East    Units  Estimated Accuracy
 NV0329;SPC ID C     -   139,290.      424,700.      MT  (+/- 180 meters Scaled)
 NV0329
 NV0329                          SUPERSEDED SURVEY CONTROL
 NV0329
 NV0329  NAVD 88 (06/15/91) 1001.053  (m)         3284.29   (f) UNKNOWN     1 2
 NV0329  NGVD 29 (??/??/92) 1000.227  (m)         3281.58   (f) ADJ UNCH    1 2
 NV0329
 NV0329.Superseded values are not recommended for survey control.
 NV0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0329.See file dsdata.txt to determine how the superseded data were derived.
 NV0329
 NV0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH695536(NAD 83)
 NV0329_MARKER: DR = REFERENCE MARK DISK
 NV0329_SETTING: 66 = SET IN ROCK OUTCROP
 NV0329_SP_SET: BEDROCK
 NV0329_STAMPING: IDA 80-95 NO 1 1959
 NV0329_MARK LOGO: CGS   
 NV0329_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0329+STABILITY: POSITION/ELEVATION WELL
 NV0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0329+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0329
 NV0329  HISTORY     - Date     Condition        Report By
 NV0329  HISTORY     - 1959     MONUMENTED       CGS
 NV0329  HISTORY     - 1983     GOOD             NGS
 NV0329  HISTORY     - 19920715 GOOD             NGS
 NV0329
 NV0329                          STATION DESCRIPTION
 NV0329
 NV0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0329'1.25 MI SE FROM BLISS.
 NV0329'0.7 MILE EAST ON U.S. HIGHWAY 30 FROM THE SCHOOL AT BLISS TO THE
 NV0329'JUNCTION OF STATE HIGHWAY 25, THENCE 0.55 MILE SOUTHEAST ON STATE
 NV0329'HIGHWAY 25.  49.83 FEET NORTHEAST OF THE STATION MARK, SET IN A DRILL
 NV0329'HOLE IN BEDROCK ON THE NORTHEAST SIDE OF THE RAILROAD TRACKS.
 NV0329
 NV0329                          STATION RECOVERY (1983)
 NV0329
 NV0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0329'THE MARK IS 3.0 M ABOVE THE TRACKS.
 NV0329'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM
 NV0329'(0.7 MI) EAST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN BLISS,
 NV0329'THENCE 1.15 KM (0.7 MI) SOUTHEAST ALONG INTERSTATE 84, IN THE TOP EDGE
 NV0329'OF THE NORTHEAST VOLCANIC BEDROCK CUT FOR THE UNION PACIFIC RAILROAD,
 NV0329'0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 141, 44.8 METERS (147 FT)
 NV0329'NORTHEAST ACROSS THE TRACKS FROM THE WEST BOUND CENTERLINE, 15.2
 NV0329'METERS (50 FT) NORTHEAST ACROSS THE TRACKS FROM THE STATION.
 NV0329'THE MARK IS 19.8 METERS  NE FROM A WITNESS POST.
 NV0329
 NV0329                          STATION RECOVERY (1992)
 NV0329
 NV0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0329'1.3 KM (0.80 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0329'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, NEAR THE CENTER OF A
 NV0329'5 BY 15-FOOT EXPOSED AREA OF BEDROCK ON THE NORTHEAST SIDE OF A
 NV0329'RAILROAD CUT, 34.7 M (113.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 NV0329'WESTBOUND LANES OF THE HIGHWAY, 14.7 M (48.2 FT) NORTHEAST OF
 NV0329'TRIANGULATION STATION IDA 80 95, 1.5 M (4.9 FT) ABOVE THE LEVEL OF
 NV0329'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 NV0329'CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0330 ***********************************************************************
 NV0330  DESIGNATION -  IDA 80 95 RM 2
 NV0330  PID         -  NV0330
 NV0330  STATE/COUNTY-  ID/GOODING
 NV0330  USGS QUAD   -  BLISS (1992)
 NV0330
 NV0330                         *CURRENT SURVEY CONTROL
 NV0330  ___________________________________________________________________
 NV0330* NAD 83(1986)-  42 55 01.     (N)    114 55 20.     (W)     SCALED    
 NV0330* NAVD 88     -      1000.359  (meters)    3282.01   (feet)  ADJUSTED  
 NV0330  ___________________________________________________________________
 NV0330  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 NV0330  DYNAMIC HT  -         999.906 (meters)    3280.52  (feet)  COMP
 NV0330  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 NV0330
 NV0330  VERT ORDER  -  FIRST     CLASS II
 NV0330
 NV0330.The horizontal coordinates were scaled from a topographic map and have
 NV0330.an estimated accuracy of +/- 6 seconds.
 NV0330
 NV0330.The orthometric height was determined by differential leveling
 NV0330.and adjusted by the National Geodetic Survey in January 1993..
 NV0330
 NV0330.The geoid height was determined by GEOID03.
 NV0330
 NV0330.The dynamic height is computed by dividing the NAVD 88
 NV0330.geopotential number by the normal gravity value computed on the
 NV0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0330.degrees latitude (g = 980.6199 gals.).
 NV0330
 NV0330.The modeled gravity was interpolated from observed gravity values.
 NV0330
 NV0330;                    North         East    Units  Estimated Accuracy
 NV0330;SPC ID C     -   139,290.      424,700.      MT  (+/- 180 meters Scaled)
 NV0330
 NV0330                          SUPERSEDED SURVEY CONTROL
 NV0330
 NV0330  NAVD 88 (06/15/91) 1000.361  (m)         3282.02   (f) UNKNOWN     1 2
 NV0330  NGVD 29 (??/??/92)  999.535  (m)         3279.31   (f) ADJ UNCH    1 2
 NV0330
 NV0330.Superseded values are not recommended for survey control.
 NV0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0330.See file dsdata.txt to determine how the superseded data were derived.
 NV0330
 NV0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH695536(NAD 83)
 NV0330_MARKER: DR = REFERENCE MARK DISK
 NV0330_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NV0330_SP_SET: HEADWALL
 NV0330_STAMPING: IDA 80-95 NO 2 1959
 NV0330_MARK LOGO: CGS   
 NV0330_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0330+STABILITY: SURFACE MOTION
 NV0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0330+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0330
 NV0330  HISTORY     - Date     Condition        Report By
 NV0330  HISTORY     - 1959     MONUMENTED       CGS
 NV0330  HISTORY     - 1983     POOR             NGS
 NV0330  HISTORY     - 19920715 GOOD             NGS
 NV0330
 NV0330                          STATION DESCRIPTION
 NV0330
 NV0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0330'1.25 MI SE FROM BLISS.
 NV0330'0.7 MILE EAST ON U.S. HIGHWAY 30 FROM THE SCHOOL AT BLISS TO THE
 NV0330'JUNCTION OF STATE HIGHWAY 25, THENCE 0.55 MILE SOUTHEAST ON STATE
 NV0330'HIGHWAY 25.  92.09 FEET NORTHWEST OF THE STATION MARK, SET IN A DRILL
 NV0330'HOLE IN THE SOUTHEAST CORNER OF A CONCRETE CANAL SIPHON.
 NV0330
 NV0330                          STATION RECOVERY (1983)
 NV0330
 NV0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0330'THE MARK IS 2.8 M ABOVE THE HIGHWAY.
 NV0330'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM
 NV0330'(0.7 MI) EAST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN BLISS,
 NV0330'THENCE 1.15 KM (0.7 MI) SOUTHEAST ALONG INTERSTATE 84, IN TOP OF THE
 NV0330'SOUTHWEST HEADWALL FOR A CANAL SIPHON UNDER THE UNION PACIFIC
 NV0330'RAILROAD, 0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 141, 30.6 METERS
 NV0330'(100.5 FT) NORTHWEST OF THE WEST BOUND CENTERLINE, 28.0 METERS (92 FT)
 NV0330'NORTHWEST OF THE STATION, 7.3 METERS (24 FT) NORTHEAST OF THE RIGHT OF
 NV0330'WAY FENCE AND 7.6 METERS (25 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 NV0330'THE MARK IS 28.0 METERS  NW FROM A WITNESS POST.
 NV0330
 NV0330                          STATION RECOVERY (1992)
 NV0330
 NV0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0330'1.3 KM (0.80 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0330'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, IN TOP OF AND 0.1 M
 NV0330'(0.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE EAST CONCRETE HEADWALL
 NV0330'OF A SIPHON, 31.2 M (102.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 NV0330'WESTBOUND LANES OF THE HIGHWAY, 28.0 M (91.9 FT) NORTHWEST OF
 NV0330'TRIANGULATION STATION IDA 80 95, 7.6 M (24.9 FT) NORTHEAST OF A
 NV0330'FENCE, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0325 ***********************************************************************
 NV0325  DESIGNATION -  IDA 80 96
 NV0325  PID         -  NV0325
 NV0325  STATE/COUNTY-  ID/GOODING
 NV0325  USGS QUAD   -  BLISS (1992)
 NV0325
 NV0325                         *CURRENT SURVEY CONTROL
 NV0325  ___________________________________________________________________
 NV0325* NAD 83(1992)-  42 54 12.18173(N)    114 54 16.01044(W)     ADJUSTED  
 NV0325* NAVD 88     -      1005.905  (meters)    3300.21   (feet)  ADJUSTED  
 NV0325  ___________________________________________________________________
 NV0325  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 NV0325  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV0325  DYNAMIC HT  -        1005.456 (meters)    3298.73  (feet)  COMP
 NV0325  MODELED GRAV-     980,138.6   (mgal)                       NAVD 88
 NV0325
 NV0325  HORZ ORDER  -  SECOND
 NV0325  VERT ORDER  -  SECOND    CLASS 0
 NV0325
 NV0325.The horizontal coordinates were established by classical geodetic methods
 NV0325.and adjusted by the National Geodetic Survey in July 1992..
 NV0325
 NV0325.The orthometric height was determined by differential leveling
 NV0325.and adjusted by the National Geodetic Survey in June 1991..
 NV0325
 NV0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0325
 NV0325.The geoid height was determined by GEOID03.
 NV0325
 NV0325.The dynamic height is computed by dividing the NAVD 88
 NV0325.geopotential number by the normal gravity value computed on the
 NV0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0325.degrees latitude (g = 980.6199 gals.).
 NV0325
 NV0325.The modeled gravity was interpolated from observed gravity values.
 NV0325
 NV0325;                    North         East     Units Scale Factor Converg.
 NV0325;SPC ID C     -   137,762.742   426,138.699   MT  1.00001446   -0 36 56.7
 NV0325;UTM  11      - 4,752,216.075   671,075.275   MT  0.99996006   +1 25 36.9
 NV0325
 NV0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0325!SPC ID C     -   0.99984468  x   1.00001446  =   0.99985914
 NV0325!UTM  11      -   0.99984468  x   0.99996006  =   0.99980475
 NV0325
 NV0325|---------------------------------------------------------------------|
 NV0325| PID    Reference Object                     Distance      Geod. Az  |
 NV0325|                                                           dddmmss.s |
 NV0325| NV0326 IDA 80 96 RM 1                       10.590 METERS 00806     |
 NV0325| NV0324 IDA 80 96 RM 2                        9.287 METERS 15010     |
 NV0325| NV0327 IDA 80 96 AZ MK                                    3163225.8 |
 NV0325|---------------------------------------------------------------------|
 NV0325
 NV0325                          SUPERSEDED SURVEY CONTROL
 NV0325
 NV0325  NAD 83(1986)-  42 54 12.18026(N)    114 54 16.00865(W) AD(       ) 2
 NV0325  NAD 27      -  42 54 12.53340(N)    114 54 12.79790(W) AD(       ) 2
 NV0325  NGVD 29 (??/??/92) 1005.089  (m)         3297.53   (f) ADJ UNCH    2 0
 NV0325
 NV0325.Superseded values are not recommended for survey control.
 NV0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0325.See file dsdata.txt to determine how the superseded data were derived.
 NV0325
 NV0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH7107552216(NAD 83)
 NV0325_MARKER: DS = TRIANGULATION STATION DISK
 NV0325_SETTING: 66 = SET IN ROCK OUTCROP
 NV0325_SP_SET: BEDROCK
 NV0325_STAMPING: IDA 80-96 1959
 NV0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0325+STABILITY: POSITION/ELEVATION WELL
 NV0325
 NV0325  HISTORY     - Date     Condition        Report By
 NV0325  HISTORY     - 1959     MONUMENTED       CGS
 NV0325  HISTORY     - 1959     GOOD             CGS
 NV0325
 NV0325                          STATION DESCRIPTION
 NV0325
 NV0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0325'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF BLISS, ON THE
 NV0325'NORTHEAST SIDE OF STATE HIGHWAY 25.  IT IS IN A ROCKY AREA BETWEEN
 NV0325'THE HIGHWAY AND THE RAILROAD TRACKS.
 NV0325'
 NV0325'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 NV0325'25 AT THE EAST SIDE OF BLIFF, GO SOUTHEAST ON STATE HIGHWAY 25
 NV0325'FOR 1.2 MILES TO THE AZIMUTH MARK ON THE LEFT, NORTHEAST SIDE
 NV0325'OF THE HIGHWAY.  CONTINUE SOUTHEAST FOR 0.6 MILE TO THE STATION
 NV0325'ON THE LEFT.
 NV0325'
 NV0325'THE STATION AND ALL MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 NV0325'HOLES IN BEDROCK.
 NV0325'
 NV0325'THE STATION MARK, STAMPED IDA 80-96 1959, IS 81 FEET NORTHEAST
 NV0325'OF THE CENTER LINE OF STATE HIGHWAY 25 AND 5 FEET NORTHEAST OF THE
 NV0325'FENCE LINE.
 NV0325'
 NV0325'REFERENCE MARK 1, STAMPED IDA 80-96 NO 1 1959, IS 6 FEET SOUTHWEST
 NV0325'OF THE EDGE OF THE RAILROAD CUT AND ABOUT THE SAME ELEVATION
 NV0325'AS THE STATION.
 NV0325'
 NV0325'REFERENCE MARK 2, STAMPED IDA 80-96 NO 2 1959, IS IN THE
 NV0325'FENCE LINE, 76 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY
 NV0325'AND ALSO ABOUT THE SAME ELEVATION AS THE STATION.
 NV0325'
 NV0325'THE AZIMUTH MARK, STAMPED IDA 80-96 1959, IS 6 INCHES SOUTHWEST
 NV0325'OF THE EDGE OF THE RAILROAD CUT ON THE SOUTHWEST SIDE OF THE
 NV0325'TRACKS, ABOUT 4 FEET HIGHER THAN THE TRACKS, 8 FEET SOUTHWEST
 NV0325'OF THE SOUTHWEST RAIL, 64 FEET NORTHEAST OF THE FENCE LINE
 NV0325'AND 66-1/2 FEET WEST-NORTHWEST OF METAL MILE POST 71.19.
 NV0325
 NV0325                          STATION RECOVERY (1959)
 NV0325
 NV0325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NV0325'2.5 MI SE FROM BLISS.
 NV0325'0.7 MILE EAST ON U.S. HIGHWAY 30 FROM THE SCHOOL AT BLISS TO THE
 NV0325'JUNCTION OF STATE HIGHWAY 25, THENCE 1.8 MILES SOUTHEAST ON STATE
 NV0325'HIGHWAY 25.  81.0 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 NV0325'34.74 FEET SOUTH OF R.M. 1, 30.47 FEET NORTHWEST OF R.M. 2, SET IN A
 NV0325'DRILL HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0327 ***********************************************************************
 NV0327  DESIGNATION -  IDA 80 96 AZ MK
 NV0327  PID         -  NV0327
 NV0327  STATE/COUNTY-  ID/GOODING
 NV0327  USGS QUAD   -  BLISS (1992)
 NV0327
 NV0327                         *CURRENT SURVEY CONTROL
 NV0327  ___________________________________________________________________
 NV0327* NAD 83(1986)-  42 54 35.     (N)    114 54 45.     (W)     SCALED    
 NV0327* NAVD 88     -      1000.217  (meters)    3281.55   (feet)  ADJUSTED  
 NV0327  ___________________________________________________________________
 NV0327  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV0327  DYNAMIC HT  -         999.766 (meters)    3280.07  (feet)  COMP
 NV0327  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 NV0327
 NV0327  VERT ORDER  -  FIRST     CLASS II
 NV0327
 NV0327.The horizontal coordinates were scaled from a topographic map and have
 NV0327.an estimated accuracy of +/- 6 seconds.
 NV0327
 NV0327.The orthometric height was determined by differential leveling
 NV0327.and adjusted by the National Geodetic Survey in January 1993..
 NV0327
 NV0327.The geoid height was determined by GEOID03.
 NV0327
 NV0327.The dynamic height is computed by dividing the NAVD 88
 NV0327.geopotential number by the normal gravity value computed on the
 NV0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0327.degrees latitude (g = 980.6199 gals.).
 NV0327
 NV0327.The modeled gravity was interpolated from observed gravity values.
 NV0327
 NV0327;                    North         East    Units  Estimated Accuracy
 NV0327;SPC ID C     -   138,470.      425,490.      MT  (+/- 180 meters Scaled)
 NV0327
 NV0327                          SUPERSEDED SURVEY CONTROL
 NV0327
 NV0327  NAVD 88 (06/15/91) 1000.222  (m)         3281.56   (f) UNKNOWN     1 2
 NV0327  NGVD 29 (??/??/92)  999.400  (m)         3278.86   (f) ADJ UNCH    2 0
 NV0327
 NV0327.Superseded values are not recommended for survey control.
 NV0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0327.See file dsdata.txt to determine how the superseded data were derived.
 NV0327
 NV0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH704529(NAD 83)
 NV0327_MARKER: DR = REFERENCE MARK DISK
 NV0327_SETTING: 66 = SET IN ROCK OUTCROP
 NV0327_SP_SET: BEDROCK
 NV0327_STAMPING: IDA 80-96 AZ MK
 NV0327_MARK LOGO: CGS   
 NV0327_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0327+STABILITY: POSITION/ELEVATION WELL
 NV0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0327+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0327
 NV0327  HISTORY     - Date     Condition        Report By
 NV0327  HISTORY     - 1959     MONUMENTED       CGS
 NV0327  HISTORY     - 1983     GOOD             NGS
 NV0327  HISTORY     - 19920715 GOOD             NGS
 NV0327
 NV0327                          STATION DESCRIPTION
 NV0327
 NV0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0327'1.9 MI SE FROM BLISS.
 NV0327'0.7 MILE EAST ON U.S. HIGHWAY 30 FROM THE SCHOOL AT BLISS TO THE
 NV0327'JUNCTION OF STATE HIGHWAY 25, THENCE 1.2 MILES SOUTHEAST ON STATE
 NV0327'HIGHWAY 25.  64.0 FEET NORTHEAST OF A FENCE LINE, 66 1/2 FEET
 NV0327'NORTHWEST OF RAILROAD MILEAGE 71.19, 8.0 FEET SOUTHWEST OF THE
 NV0327'SOUTHWEST RAIL, 6 INCHES SOUTHWEST OF THE EDGE OF A CUT BANK, SET IN A
 NV0327'DRILL HOLE IN BEDROCK.
 NV0327
 NV0327                          STATION RECOVERY (1983)
 NV0327
 NV0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0327'THE MARK IS 1.1 M ABOVE THE HIGHWAY.
 NV0327'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM
 NV0327'(0.7 MI) EAST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN BLISS,
 NV0327'THENCE 2.3 KM (1.45 MI) SOUTHEAST ALONG INTERSTATE 84, IN TOP OF AND
 NV0327'3.0 METERS (10 FT) NORTHWEST OF THE SOUTHEAST END OF A 3 BY 20 FOOT
 NV0327'PORTION OF VOLCANIC ROCK IN THE SOUTHWEST UNION PACIFIC RAILROAD
 NV0327'BEDROCK CUT, 0.16 KM (0.1 MI) NORTHWEST OF MILEPOST 142, 35.3 METERS
 NV0327'(116 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANE, 19.6
 NV0327'METERS (64.5 FT) NORTHEAST OF THE RIGHT OF WAY FENCE, 2.4 METERS (8
 NV0327'FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 NV0327'THE MARK IS 2.7 METERS  NE FROM A WITNESS POST.
 NV0327
 NV0327                          STATION RECOVERY (1992)
 NV0327
 NV0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0327'2.4 KM (1.50 MI)  SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0327'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, NEAR THE CENTER OF A
 NV0327'2 BY 30-FOOT EXPOSED AREA OF BEDROCK IN A RAILROAD CUT, 35.7 M
 NV0327'(117.1 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 NV0327'HIGHWAY, 19.7 M (64.6 FT) NORTHEAST OF A FENCE, 2.8 M (9.2 FT)
 NV0327'NORTHEAST OF A WITNESS POST, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 NV0327'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 NV0327'CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1263 ***********************************************************************
 NV1263  DESIGNATION -  IDA 80 96 RESET
 NV1263  PID         -  NV1263
 NV1263  STATE/COUNTY-  ID/GOODING
 NV1263  USGS QUAD   -  BLISS (1992)
 NV1263
 NV1263                         *CURRENT SURVEY CONTROL
 NV1263  ___________________________________________________________________
 NV1263* NAD 83(1986)-  42 54 13.     (N)    114 54 16.     (W)     SCALED    
 NV1263* NAVD 88     -      1005.889  (meters)    3300.15   (feet)  ADJUSTED  
 NV1263  ___________________________________________________________________
 NV1263  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV1263  DYNAMIC HT  -        1005.439 (meters)    3298.68  (feet)  COMP
 NV1263  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 NV1263
 NV1263  VERT ORDER  -  FIRST     CLASS II
 NV1263
 NV1263.The horizontal coordinates were scaled from a topographic map and have
 NV1263.an estimated accuracy of +/- 6 seconds.
 NV1263
 NV1263.The orthometric height was determined by differential leveling
 NV1263.and adjusted by the National Geodetic Survey in January 1993..
 NV1263
 NV1263.The geoid height was determined by GEOID03.
 NV1263
 NV1263.The dynamic height is computed by dividing the NAVD 88
 NV1263.geopotential number by the normal gravity value computed on the
 NV1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1263.degrees latitude (g = 980.6199 gals.).
 NV1263
 NV1263.The modeled gravity was interpolated from observed gravity values.
 NV1263
 NV1263;                    North         East    Units  Estimated Accuracy
 NV1263;SPC ID C     -   137,790.      426,140.      MT  (+/- 180 meters Scaled)
 NV1263
 NV1263                          SUPERSEDED SURVEY CONTROL
 NV1263
 NV1263.No superseded survey control is available for this station.
 NV1263
 NV1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH710522(NAD 83)
 NV1263_MARKER: DH = HORIZONTAL CONTROL DISK
 NV1263_SETTING: 66 = SET IN ROCK OUTCROP
 NV1263_SP_SET: BEDROCK
 NV1263_STAMPING: IDA 80 96 1959 1991
 NV1263_MARK LOGO: NGS   
 NV1263_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1263+STABILITY: POSITION/ELEVATION WELL
 NV1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1263+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV1263
 NV1263  HISTORY     - Date     Condition        Report By
 NV1263  HISTORY     - 1991     MONUMENTED       NGS
 NV1263  HISTORY     - 19920715 GOOD             NGS
 NV1263
 NV1263                          STATION DESCRIPTION
 NV1263
 NV1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NV1263'3.4 KM (2.10 MI)  SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV1263'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, NEAR THE CENTER OF A
 NV1263'1 BY 1-FOOT AREA OF OUTCROPPING BEDROCK THAT IS RECESSED 0.2 M
 NV1263'(0.7 FT) BELOW THE GROUND SURFACE, 26.2 M (86.0 FT) NORTHEAST OF THE
 NV1263'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 10.6 M (34.8 FT)
 NV1263'SOUTH OF REFERENCE MARK 1, 9.4 M (30.8 FT) NORTHWEST OF REFERENCE MARK
 NV1263'2, 2.6 M (8.5 FT) NORTHEAST OF A FENCE, 1.0 M (3.3 FT) ABOVE THE
 NV1263'LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0326 ***********************************************************************
 NV0326  DESIGNATION -  IDA 80 96 RM 1
 NV0326  PID         -  NV0326
 NV0326  STATE/COUNTY-  ID/GOODING
 NV0326  USGS QUAD   -  BLISS (1992)
 NV0326
 NV0326                         *CURRENT SURVEY CONTROL
 NV0326  ___________________________________________________________________
 NV0326* NAD 83(1986)-  42 54 12.     (N)    114 54 15.     (W)     SCALED    
 NV0326* NAVD 88     -      1005.851  (meters)    3300.03   (feet)  ADJUSTED  
 NV0326  ___________________________________________________________________
 NV0326  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV0326  DYNAMIC HT  -        1005.401 (meters)    3298.55  (feet)  COMP
 NV0326  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 NV0326
 NV0326  VERT ORDER  -  FIRST     CLASS II
 NV0326
 NV0326.The horizontal coordinates were scaled from a topographic map and have
 NV0326.an estimated accuracy of +/- 6 seconds.
 NV0326
 NV0326.The orthometric height was determined by differential leveling
 NV0326.and adjusted by the National Geodetic Survey in January 1993..
 NV0326
 NV0326.The geoid height was determined by GEOID03.
 NV0326
 NV0326.The dynamic height is computed by dividing the NAVD 88
 NV0326.geopotential number by the normal gravity value computed on the
 NV0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0326.degrees latitude (g = 980.6199 gals.).
 NV0326
 NV0326.The modeled gravity was interpolated from observed gravity values.
 NV0326
 NV0326;                    North         East    Units  Estimated Accuracy
 NV0326;SPC ID C     -   137,760.      426,160.      MT  (+/- 180 meters Scaled)
 NV0326
 NV0326                          SUPERSEDED SURVEY CONTROL
 NV0326
 NV0326  NAVD 88 (06/15/91) 1005.862  (m)         3300.07   (f) UNKNOWN     1 2
 NV0326  NGVD 29 (??/??/92) 1005.045  (m)         3297.39   (f) ADJ UNCH    1 2
 NV0326
 NV0326.Superseded values are not recommended for survey control.
 NV0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0326.See file dsdata.txt to determine how the superseded data were derived.
 NV0326
 NV0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH710522(NAD 83)
 NV0326_MARKER: DR = REFERENCE MARK DISK
 NV0326_SETTING: 66 = SET IN ROCK OUTCROP
 NV0326_SP_SET: BEDROCK
 NV0326_STAMPING: IDA 80-96 NO. 1 1959
 NV0326_MARK LOGO: CGS   
 NV0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0326+STABILITY: POSITION/ELEVATION WELL
 NV0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0326+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0326
 NV0326  HISTORY     - Date     Condition        Report By
 NV0326  HISTORY     - 1959     MONUMENTED       CGS
 NV0326  HISTORY     - 19920715 GOOD             NGS
 NV0326
 NV0326                          STATION DESCRIPTION
 NV0326
 NV0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0326'2.5 MI SE FROM BLISS.
 NV0326'0.7 MILE EAST ON U.S. HIGHWAY 30 FROM THE SCHOOL AT BLISS TO THE
 NV0326'JUNCTION OF STATE HIGHWAY 25, THENCE 1.8 MILES SOUTHEAST ON STATE
 NV0326'HIGHWAY 25.  34.74 FEET NORTH OF THE STATION MARK, SET IN A DRILL HOLE
 NV0326'IN BEDROCK.
 NV0326
 NV0326                          STATION RECOVERY (1992)
 NV0326
 NV0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0326'3.4 KM (2.10 MI)  SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0326'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, NEAR THE NORTHWEST
 NV0326'END OF  A 15 BY 25-FOOT AREA OF OUTCROPPING BEDROCK, 34.5 M
 NV0326'(113.2 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 NV0326'HIGHWAY, 10.9 M (35.8 FT) NORTHEAST OF A FENCE, 10.6 M (34.8 FT)
 NV0326'NORTH OF TRIANGULATION STATION IDA 80 96 RESET, 1.8 M (5.9 FT)
 NV0326'SOUTHWEST OF THE NORTHEAST END OF A RAILROAD CUT, AND 1.0 M (3.3 FT)
 NV0326'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0324 ***********************************************************************
 NV0324  DESIGNATION -  IDA 80 96 RM 2
 NV0324  PID         -  NV0324
 NV0324  STATE/COUNTY-  ID/GOODING
 NV0324  USGS QUAD   -  BLISS (1992)
 NV0324
 NV0324                         *CURRENT SURVEY CONTROL
 NV0324  ___________________________________________________________________
 NV0324* NAD 83(1986)-  42 54 12.     (N)    114 54 15.     (W)     SCALED    
 NV0324* NAVD 88     -      1005.927  (meters)    3300.28   (feet)  ADJUSTED  
 NV0324  ___________________________________________________________________
 NV0324  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV0324  DYNAMIC HT  -        1005.477 (meters)    3298.80  (feet)  COMP
 NV0324  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 NV0324
 NV0324  VERT ORDER  -  FIRST     CLASS II
 NV0324
 NV0324.The horizontal coordinates were scaled from a topographic map and have
 NV0324.an estimated accuracy of +/- 6 seconds.
 NV0324
 NV0324.The orthometric height was determined by differential leveling
 NV0324.and adjusted by the National Geodetic Survey in January 1993..
 NV0324
 NV0324.The geoid height was determined by GEOID03.
 NV0324
 NV0324.The dynamic height is computed by dividing the NAVD 88
 NV0324.geopotential number by the normal gravity value computed on the
 NV0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0324.degrees latitude (g = 980.6199 gals.).
 NV0324
 NV0324.The modeled gravity was interpolated from observed gravity values.
 NV0324
 NV0324;                    North         East    Units  Estimated Accuracy
 NV0324;SPC ID C     -   137,760.      426,160.      MT  (+/- 180 meters Scaled)
 NV0324
 NV0324                          SUPERSEDED SURVEY CONTROL
 NV0324
 NV0324  NAVD 88 (06/15/91) 1005.935  (m)         3300.31   (f) UNKNOWN     1 2
 NV0324  NGVD 29 (??/??/92) 1005.118  (m)         3297.62   (f) ADJ UNCH    1 2
 NV0324
 NV0324.Superseded values are not recommended for survey control.
 NV0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0324.See file dsdata.txt to determine how the superseded data were derived.
 NV0324
 NV0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH710522(NAD 83)
 NV0324_MARKER: DR = REFERENCE MARK DISK
 NV0324_SETTING: 66 = SET IN ROCK OUTCROP
 NV0324_SP_SET: BEDROCK
 NV0324_STAMPING: IDA 80-96 NO. 2 1959
 NV0324_MARK LOGO: CGS   
 NV0324_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0324+STABILITY: POSITION/ELEVATION WELL
 NV0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0324+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0324
 NV0324  HISTORY     - Date     Condition        Report By
 NV0324  HISTORY     - 1959     MONUMENTED       CGS
 NV0324  HISTORY     - 19920715 GOOD             NGS
 NV0324
 NV0324                          STATION DESCRIPTION
 NV0324
 NV0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0324'2.5 MI SE FROM BLISS.
 NV0324'0.7 MILE EAST ON U.S. HIGHWAY 30 FROM THE SCHOOL AT BLISS TO THE
 NV0324'JUNCTION OF STATE HIGHWAY 25, THENCE 1.8 MILES SOUTHEAST ON STATE
 NV0324'HIGHWAY 25.  30.47 FEET SOUTHEAST OF THE STATION MARK, SET IN A DRILL
 NV0324'HOLE IN BEDROCK.
 NV0324
 NV0324                          STATION RECOVERY (1992)
 NV0324
 NV0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0324'3.4 KM (2.10 MI)  SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0324'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, NEAR THE CENTER OF A
 NV0324'1 BY 1-FOOT AREA OF OUTCROPPING BEDROCK THAT IS RECESSED 0.05 M
 NV0324'(0.16 FT) BELOW THE GROUND SURFACE, 23.9 M (78.4 FT) NORTHEAST OF THE
 NV0324'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 9.4 M (30.8 FT)
 NV0324'SOUTHEAST OF TRIANGULATION STATION IDA 80 96 RESET, 3.2 M (10.5 FT)
 NV0324'NORTHWEST OF AN UNDERGROUND CABLE WARNING SIGN, 1.0 M (3.3 FT) ABOVE
 NV0324'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0320 ***********************************************************************
 NV0320  DESIGNATION -  IDA 80 97
 NV0320  PID         -  NV0320
 NV0320  STATE/COUNTY-  ID/GOODING
 NV0320  USGS QUAD   -  GOODING BUTTE (1992)
 NV0320
 NV0320                         *CURRENT SURVEY CONTROL
 NV0320  ___________________________________________________________________
 NV0320* NAD 83(1992)-  42 52 30.17343(N)    114 52 01.80282(W)     ADJUSTED  
 NV0320* NAVD 88     -      1000.762  (meters)    3283.33   (feet)  ADJUSTED  
 NV0320  ___________________________________________________________________
 NV0320  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 NV0320  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV0320  DYNAMIC HT  -        1000.316 (meters)    3281.87  (feet)  COMP
 NV0320  MODELED GRAV-     980,140.8   (mgal)                       NAVD 88
 NV0320
 NV0320  HORZ ORDER  -  THIRD
 NV0320  VERT ORDER  -  SECOND    CLASS 0
 NV0320
 NV0320.The horizontal coordinates were established by classical geodetic methods
 NV0320.and adjusted by the National Geodetic Survey in July 1992..
 NV0320
 NV0320.The orthometric height was determined by differential leveling
 NV0320.and adjusted by the National Geodetic Survey in June 1991..
 NV0320
 NV0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0320
 NV0320.The geoid height was determined by GEOID03.
 NV0320
 NV0320.The dynamic height is computed by dividing the NAVD 88
 NV0320.geopotential number by the normal gravity value computed on the
 NV0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0320.degrees latitude (g = 980.6199 gals.).
 NV0320
 NV0320.The modeled gravity was interpolated from observed gravity values.
 NV0320
 NV0320;                    North         East     Units Scale Factor Converg.
 NV0320;SPC ID C     -   134,583.013   429,150.738   MT  1.00000910   -0 35 24.2
 NV0320;UTM  11      - 4,749,145.836   674,198.567   MT  0.99997333   +1 27 05.6
 NV0320
 NV0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0320!SPC ID C     -   0.99984549  x   1.00000910  =   0.99985459
 NV0320!UTM  11      -   0.99984549  x   0.99997333  =   0.99981882
 NV0320
 NV0320|---------------------------------------------------------------------|
 NV0320| PID    Reference Object                     Distance      Geod. Az  |
 NV0320|                                                           dddmmss.s |
 NV0320| NV0319 IDA 80 97 RM 1                        9.939 METERS 11710     |
 NV0320| NV0317 IDA 80 97 AZ MK                                    1214111.6 |
 NV0320| NV0318 IDA 80 97 RM 2                        9.597 METERS 17016     |
 NV0320|---------------------------------------------------------------------|
 NV0320
 NV0320                          SUPERSEDED SURVEY CONTROL
 NV0320
 NV0320  NAD 83(1986)-  42 52 30.17183(N)    114 52 01.80089(W) AD(       ) 3
 NV0320  NAD 27      -  42 52 30.52390(N)    114 51 58.59740(W) AD(       ) 3
 NV0320  NGVD 29 (??/??/92)  999.950  (m)         3280.67   (f) ADJ UNCH    2 0
 NV0320
 NV0320.Superseded values are not recommended for survey control.
 NV0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0320.See file dsdata.txt to determine how the superseded data were derived.
 NV0320
 NV0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH7419949146(NAD 83)
 NV0320_MARKER: DE = TRAVERSE STATION DISK
 NV0320_SETTING: 66 = SET IN ROCK OUTCROP
 NV0320_SP_SET: BEDROCK
 NV0320_STAMPING: IDA 80-97 1959
 NV0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0320+STABILITY: POSITION/ELEVATION WELL
 NV0320
 NV0320  HISTORY     - Date     Condition        Report By
 NV0320  HISTORY     - 1959     MONUMENTED       CGS
 NV0320  HISTORY     - 1959     GOOD             CGS
 NV0320  HISTORY     - 19920713 MARK NOT FOUND   NGS
 NV0320
 NV0320                          STATION DESCRIPTION
 NV0320
 NV0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0320'THE STATION IS 11.7 MILES NORTWEST ALONG STATE ROUTE 25 FROM THE
 NV0320'INTERSECTION OF STATE ROUTES 25 AND 46 AT WENDELL, 0.9 MILE
 NV0320'NORTHWEST OF THE MALAD RIVER BRIDGE ON A LOW LAVA KNOLL 91 FEET
 NV0320'NORTHEAST OF THE CENTER LINE OF STATE ROUTE 25 AND 20 FEET
 NV0320'SOUTHWEST OF THE SOUTHWEST EDGE OF THE RAILROAD CUT.
 NV0320'
 NV0320'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN CEMENT IN A
 NV0320'DRILL HOLE IN BEDROCK PROJECTING 1 FOOT AND STAMPED IDA 80-97
 NV0320'1959.
 NV0320'
 NV0320'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV0320'HOLE IN OUTCROPPING BEDROCK PROJECTING 10 INCHES AND STAMPED
 NV0320'IDA 80-97 NO 1 1959.  IT IS 9 FEET SOUTHWEST OF THE SOUTHWEST
 NV0320'EDGE OF THE RAILROAD CUT.
 NV0320'
 NV0320'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV0320'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURROUNDING SURFACE
 NV0320'AND STAMPED IDA 80-97 NO 2 1959.  IT IS 71 FEET NORTHEAST OF
 NV0320'THE CENTER LINE OF STATE ROUTE 25.
 NV0320'
 NV0320'THE AZIMUTH MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV0320'HOLE IN BEDROCK FLUSH WITH THE SURROUNDING SURFACE AND STAMPED IDA
 NV0320'80-97 1959.  IT IS 0.2 MILE NORTHWEST OF THE MALAD RIVER BRIDGE,
 NV0320'68 FEET NORTHEAST OF THE CENTER LINE OF STATE ROUTE 25 AND 16
 NV0320'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE RAILROAD CUT.
 NV0320'
 NV0320'A 2-WHEEL DRIVE STATION.
 NV0320
 NV0320                          STATION RECOVERY (1959)
 NV0320
 NV0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NV0320'11.7 MI NW FROM WENDELL.
 NV0320'11.7 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0320'HIGHWAYS 25 AND 46 AT WENDELL, 91.0 FEET NORTHEAST OF THE CENTERLINE
 NV0320'OF THE HIGHWAY, 32.61 FEET NORTHWEST OF R.M. 1, 31.49 FEET NORTH OF
 NV0320'R.M. 2, SET IN A DRILL HOLE IN BEDROCK PROJECTING 1 FOOT.
 NV0320
 NV0320                          STATION RECOVERY (1992)
 NV0320
 NV0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0320'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0317 ***********************************************************************
 NV0317  DESIGNATION -  IDA 80 97 AZ MK
 NV0317  PID         -  NV0317
 NV0317  STATE/COUNTY-  ID/GOODING
 NV0317  USGS QUAD   -  TUTTLE (1992)
 NV0317
 NV0317                         *CURRENT SURVEY CONTROL
 NV0317  ___________________________________________________________________
 NV0317* NAD 83(1986)-  42 52 13.     (N)    114 51 24.     (W)     SCALED    
 NV0317* NAVD 88     -      1003.074  (meters)    3290.92   (feet)  ADJUSTED  
 NV0317  ___________________________________________________________________
 NV0317  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 NV0317  DYNAMIC HT  -        1002.623 (meters)    3289.44  (feet)  COMP
 NV0317  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 NV0317
 NV0317  VERT ORDER  -  SECOND    CLASS 0
 NV0317
 NV0317.The horizontal coordinates were scaled from a topographic map and have
 NV0317.an estimated accuracy of +/- 6 seconds.
 NV0317
 NV0317.The orthometric height was determined by differential leveling
 NV0317.and adjusted by the National Geodetic Survey in June 1991..
 NV0317
 NV0317.The geoid height was determined by GEOID03.
 NV0317
 NV0317.The dynamic height is computed by dividing the NAVD 88
 NV0317.geopotential number by the normal gravity value computed on the
 NV0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0317.degrees latitude (g = 980.6199 gals.).
 NV0317
 NV0317.The modeled gravity was interpolated from observed gravity values.
 NV0317
 NV0317;                    North         East    Units  Estimated Accuracy
 NV0317;SPC ID C     -   134,040.      430,000.      MT  (+/- 180 meters Scaled)
 NV0317
 NV0317                          SUPERSEDED SURVEY CONTROL
 NV0317
 NV0317  NGVD 29 (??/??/92) 1002.258  (m)         3288.24   (f) ADJ UNCH    2 0
 NV0317
 NV0317.Superseded values are not recommended for survey control.
 NV0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0317.See file dsdata.txt to determine how the superseded data were derived.
 NV0317
 NV0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH750486(NAD 83)
 NV0317_MARKER: DZ = AZIMUTH MARK DISK
 NV0317_SETTING: 66 = SET IN ROCK OUTCROP
 NV0317_SP_SET: BEDROCK
 NV0317_STAMPING: IDA 80-97 1959
 NV0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0317+STABILITY: POSITION/ELEVATION WELL
 NV0317
 NV0317  HISTORY     - Date     Condition        Report By
 NV0317  HISTORY     - 1959     MONUMENTED       CGS
 NV0317  HISTORY     - 19920713 MARK NOT FOUND   NGS
 NV0317
 NV0317                          STATION DESCRIPTION
 NV0317
 NV0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0317'11.1 MI NW FROM WENDELL.
 NV0317'11.1 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0317'HIGHWAYS 25 AND 46 AT WENDELL, 0.2 MILE NORTHWEST OF THE MALAD RIVER
 NV0317'BRIDGE, 68.0 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, SET IN A
 NV0317'DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 NV0317
 NV0317                          STATION RECOVERY (1992)
 NV0317
 NV0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0317'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0319 ***********************************************************************
 NV0319  DESIGNATION -  IDA 80 97 RM 1
 NV0319  PID         -  NV0319
 NV0319  STATE/COUNTY-  ID/GOODING
 NV0319  USGS QUAD   -  GOODING BUTTE (1992)
 NV0319
 NV0319                         *CURRENT SURVEY CONTROL
 NV0319  ___________________________________________________________________
 NV0319* NAD 83(1986)-  42 52 30.     (N)    114 52 01.     (W)     SCALED    
 NV0319* NAVD 88     -      1000.559  (meters)    3282.67   (feet)  ADJUSTED  
 NV0319  ___________________________________________________________________
 NV0319  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV0319  DYNAMIC HT  -        1000.113 (meters)    3281.20  (feet)  COMP
 NV0319  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 NV0319
 NV0319  VERT ORDER  -  SECOND    CLASS 0
 NV0319
 NV0319.The horizontal coordinates were scaled from a topographic map and have
 NV0319.an estimated accuracy of +/- 6 seconds.
 NV0319
 NV0319.The orthometric height was determined by differential leveling
 NV0319.and adjusted by the National Geodetic Survey in June 1991..
 NV0319
 NV0319.The geoid height was determined by GEOID03.
 NV0319
 NV0319.The dynamic height is computed by dividing the NAVD 88
 NV0319.geopotential number by the normal gravity value computed on the
 NV0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0319.degrees latitude (g = 980.6199 gals.).
 NV0319
 NV0319.The modeled gravity was interpolated from observed gravity values.
 NV0319
 NV0319;                    North         East    Units  Estimated Accuracy
 NV0319;SPC ID C     -   134,580.      429,170.      MT  (+/- 180 meters Scaled)
 NV0319
 NV0319                          SUPERSEDED SURVEY CONTROL
 NV0319
 NV0319  NGVD 29 (??/??/92)  999.747  (m)         3280.00   (f) ADJ UNCH    2 0
 NV0319
 NV0319.Superseded values are not recommended for survey control.
 NV0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0319.See file dsdata.txt to determine how the superseded data were derived.
 NV0319
 NV0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH742491(NAD 83)
 NV0319_MARKER: DR = REFERENCE MARK DISK
 NV0319_SETTING: 66 = SET IN ROCK OUTCROP
 NV0319_SP_SET: BEDROCK
 NV0319_STAMPING: IDA 80-97 NO 1 1959
 NV0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0319+STABILITY: POSITION/ELEVATION WELL
 NV0319
 NV0319  HISTORY     - Date     Condition        Report By
 NV0319  HISTORY     - 1959     MONUMENTED       CGS
 NV0319  HISTORY     - 19920713 MARK NOT FOUND   NGS
 NV0319
 NV0319                          STATION DESCRIPTION
 NV0319
 NV0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0319'11.7 MI NW FROM WENDELL.
 NV0319'11.7 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0319'HIGHWAYS 25 AND 46 AT WENDELL, 32.61 FEET SOUTHEAST OF THE STATION
 NV0319'MARK, SET IN A DRILL HOLE IN BEDROCK PROJECTING 10 INCHES.
 NV0319
 NV0319                          STATION RECOVERY (1992)
 NV0319
 NV0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0319'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0318 ***********************************************************************
 NV0318  DESIGNATION -  IDA 80 97 RM 2
 NV0318  PID         -  NV0318
 NV0318  STATE/COUNTY-  ID/GOODING
 NV0318  USGS QUAD   -  GOODING BUTTE (1992)
 NV0318
 NV0318                         *CURRENT SURVEY CONTROL
 NV0318  ___________________________________________________________________
 NV0318* NAD 83(1986)-  42 52 30.     (N)    114 52 01.     (W)     SCALED    
 NV0318* NAVD 88     -      1000.792  (meters)    3283.43   (feet)  ADJUSTED  
 NV0318  ___________________________________________________________________
 NV0318  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV0318  DYNAMIC HT  -        1000.346 (meters)    3281.97  (feet)  COMP
 NV0318  MODELED GRAV-     980,140.4   (mgal)                       NAVD 88
 NV0318
 NV0318  VERT ORDER  -  SECOND    CLASS 0
 NV0318
 NV0318.The horizontal coordinates were scaled from a topographic map and have
 NV0318.an estimated accuracy of +/- 6 seconds.
 NV0318
 NV0318.The orthometric height was determined by differential leveling
 NV0318.and adjusted by the National Geodetic Survey in June 1991..
 NV0318
 NV0318.The geoid height was determined by GEOID03.
 NV0318
 NV0318.The dynamic height is computed by dividing the NAVD 88
 NV0318.geopotential number by the normal gravity value computed on the
 NV0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0318.degrees latitude (g = 980.6199 gals.).
 NV0318
 NV0318.The modeled gravity was interpolated from observed gravity values.
 NV0318
 NV0318;                    North         East    Units  Estimated Accuracy
 NV0318;SPC ID C     -   134,580.      429,170.      MT  (+/- 180 meters Scaled)
 NV0318
 NV0318                          SUPERSEDED SURVEY CONTROL
 NV0318
 NV0318  NGVD 29 (??/??/92)  999.980  (m)         3280.77   (f) ADJ UNCH    2 0
 NV0318
 NV0318.Superseded values are not recommended for survey control.
 NV0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0318.See file dsdata.txt to determine how the superseded data were derived.
 NV0318
 NV0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH742491(NAD 83)
 NV0318_MARKER: DR = REFERENCE MARK DISK
 NV0318_SETTING: 66 = SET IN ROCK OUTCROP
 NV0318_SP_SET: BEDROCK
 NV0318_STAMPING: IDA 80-97 NO 2 1959
 NV0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0318+STABILITY: POSITION/ELEVATION WELL
 NV0318
 NV0318  HISTORY     - Date     Condition        Report By
 NV0318  HISTORY     - 1959     MONUMENTED       CGS
 NV0318  HISTORY     - 19920713 MARK NOT FOUND   NGS
 NV0318
 NV0318                          STATION DESCRIPTION
 NV0318
 NV0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0318'11.7 MI NW FROM WENDELL.
 NV0318'11.7 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0318'HIGHWAYS 25 AND 46 AT WENDELL, 31.49 FEET SOUTH OF THE STATION MARK,
 NV0318'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 NV0318
 NV0318                          STATION RECOVERY (1992)
 NV0318
 NV0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0318'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0312 ***********************************************************************
 NV0312  DESIGNATION -  IDA 80 98
 NV0312  PID         -  NV0312
 NV0312  STATE/COUNTY-  ID/GOODING
 NV0312  USGS QUAD   -  TUTTLE (1992)
 NV0312
 NV0312                         *CURRENT SURVEY CONTROL
 NV0312  ___________________________________________________________________
 NV0312* NAD 83(1992)-  42 50 14.97699(N)    114 49 05.55256(W)     ADJUSTED  
 NV0312* NAVD 88     -      1030.710  (meters)    3381.59   (feet)  ADJUSTED  
 NV0312  ___________________________________________________________________
 NV0312  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 NV0312  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV0312  DYNAMIC HT  -        1030.232 (meters)    3380.02  (feet)  COMP
 NV0312  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 NV0312
 NV0312  HORZ ORDER  -  SECOND
 NV0312  VERT ORDER  -  SECOND    CLASS 0
 NV0312
 NV0312.The horizontal coordinates were established by classical geodetic methods
 NV0312.and adjusted by the National Geodetic Survey in July 1992..
 NV0312
 NV0312.The orthometric height was determined by differential leveling
 NV0312.and adjusted by the National Geodetic Survey in June 1991..
 NV0312
 NV0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0312
 NV0312.The geoid height was determined by GEOID03.
 NV0312
 NV0312.The dynamic height is computed by dividing the NAVD 88
 NV0312.geopotential number by the normal gravity value computed on the
 NV0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0312.degrees latitude (g = 980.6199 gals.).
 NV0312
 NV0312.The modeled gravity was interpolated from observed gravity values.
 NV0312
 NV0312;                    North         East     Units Scale Factor Converg.
 NV0312;SPC ID C     -   130,371.234   433,110.233   MT  1.00000239   -0 33 22.8
 NV0312;UTM  11      - 4,745,077.832   678,305.447   MT  0.99999114   +1 29 01.8
 NV0312
 NV0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0312!SPC ID C     -   0.99984079  x   1.00000239  =   0.99984318
 NV0312!UTM  11      -   0.99984079  x   0.99999114  =   0.99983194
 NV0312
 NV0312|---------------------------------------------------------------------|
 NV0312| PID    Reference Object                     Distance      Geod. Az  |
 NV0312|                                                           dddmmss.s |
 NV0312| NV0313 IDA 80 98 RM 1                        6.291 METERS 02813     |
 NV0312| NV0311 IDA 80 98 RM 2                        8.728 METERS 09028     |
 NV0312| NV0314 IDA 80 98 AZ MK                                    3251820.9 |
 NV0312|---------------------------------------------------------------------|
 NV0312
 NV0312                          SUPERSEDED SURVEY CONTROL
 NV0312
 NV0312  NAD 83(1986)-  42 50 14.97539(N)    114 49 05.55064(W) AD(       ) 2
 NV0312  NAD 27      -  42 50 15.32600(N)    114 49 02.35620(W) AD(       ) 2
 NV0312  NGVD 29 (??/??/92) 1029.873  (m)         3378.84   (f) ADJ UNCH    2 0
 NV0312
 NV0312.Superseded values are not recommended for survey control.
 NV0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0312.See file dsdata.txt to determine how the superseded data were derived.
 NV0312
 NV0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH7830545078(NAD 83)
 NV0312_MARKER: DS = TRIANGULATION STATION DISK
 NV0312_SETTING: 66 = SET IN ROCK OUTCROP
 NV0312_SP_SET: BEDROCK
 NV0312_STAMPING: IDA 80-98 1959
 NV0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0312+STABILITY: POSITION/ELEVATION WELL
 NV0312
 NV0312  HISTORY     - Date     Condition        Report By
 NV0312  HISTORY     - 1959     MONUMENTED       CGS
 NV0312  HISTORY     - 1959     GOOD             CGS
 NV0312  HISTORY     - 19920713 MARK NOT FOUND   NGS
 NV0312
 NV0312                          STATION DESCRIPTION
 NV0312
 NV0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NV0312'THE STATION IS 8.0 MILES NORTHWEST ALONG STATE ROUTE 25 FROM THE
 NV0312'INTERSECTION OF STATE ROUTES 25 AND 46 AT WENDELL, 222 FEET
 NV0312'SOUTH OF A CONCRETE BRIDGE ABUTMENT, 170 FEET SOUTHWEST OF THE
 NV0312'CENTER LINE OF STATE ROUTE 25 AND IN THE APPROXIMATE CENETER OF A
 NV0312'SMALL FLAT LAVA OUTCROPPING.
 NV0312'
 NV0312'THE STATION MARK IS A STANDARD TRIANGULATION DISK SET IN CEMENT IN
 NV0312'A DRILL HOLE FLUSH WITH THE SURROUNDING SURFACE AND STAMPED
 NV0312'IDA 80-98 1959.
 NV0312'
 NV0312'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 NV0312'FLUSH WITH THE SURROUNDING SURFACE AND STAMPED IDA 80-98 NO 1 1959.
 NV0312'
 NV0312'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 NV0312'FLUSH WITH THE SURROUNDING SURFACE AND STAMPED IDA 80-98 NO 2 1959.
 NV0312'
 NV0312'THE AZIMUTH MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL
 NV0312'HOLE FLUSH WITH AND AT THE SOUTHWEST END OF A CANAL HEADGATE.
 NV0312'IT IS 0.5 MILE NORTHWEST OF THE STATION, 71 FEET SOUTHWEST OF
 NV0312'THE CENTER LINE OF STATE ROUTE 25 AND 20.3 FEET SOUTHWEST OF THE
 NV0312'RIGHT OF WAY FENCE LINE.  IT IS STAMPED IDA 80-98 1959.
 NV0312'
 NV0312'A 2-WHEEL DRIVE STATION.
 NV0312
 NV0312                          STATION RECOVERY (1959)
 NV0312
 NV0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NV0312'8.0 MI NW FROM WENDELL.
 NV0312'8.0 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0312'HIGHWAYS 25 AND 46 AT WENDELL, 170 FEET SOUTHWEST OF THE CENTERLINE OF
 NV0312'THE HIGHWAY, 28.64 FEET WEST OF R.M. 2, 20.64 FEET SOUTHWEST OF R.M.
 NV0312'1, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 NV0312
 NV0312                          STATION RECOVERY (1992)
 NV0312
 NV0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0312'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 NV0312'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0314 ***********************************************************************
 NV0314  DESIGNATION -  IDA 80 98 AZ MK
 NV0314  PID         -  NV0314
 NV0314  STATE/COUNTY-  ID/GOODING
 NV0314  USGS QUAD   -  TUTTLE (1992)
 NV0314
 NV0314                         *CURRENT SURVEY CONTROL
 NV0314  ___________________________________________________________________
 NV0314* NAD 83(1986)-  42 50 36.     (N)    114 49 25.     (W)     SCALED    
 NV0314* NAVD 88     -      1025.048  (meters)    3363.01   (feet)  ADJUSTED  
 NV0314  ___________________________________________________________________
 NV0314  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV0314  DYNAMIC HT  -        1024.575 (meters)    3361.46  (feet)  COMP
 NV0314  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 NV0314
 NV0314  VERT ORDER  -  SECOND    CLASS 0
 NV0314
 NV0314.The horizontal coordinates were scaled from a topographic map and have
 NV0314.an estimated accuracy of +/- 6 seconds.
 NV0314
 NV0314.The orthometric height was determined by differential leveling
 NV0314.and adjusted by the National Geodetic Survey in June 1991..
 NV0314
 NV0314.The geoid height was determined by GEOID03.
 NV0314
 NV0314.The dynamic height is computed by dividing the NAVD 88
 NV0314.geopotential number by the normal gravity value computed on the
 NV0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0314.degrees latitude (g = 980.6199 gals.).
 NV0314
 NV0314.The modeled gravity was interpolated from observed gravity values.
 NV0314
 NV0314;                    North         East    Units  Estimated Accuracy
 NV0314;SPC ID C     -   131,020.      432,680.      MT  (+/- 180 meters Scaled)
 NV0314
 NV0314                          SUPERSEDED SURVEY CONTROL
 NV0314
 NV0314  NGVD 29 (??/??/92) 1024.214  (m)         3360.28   (f) ADJ UNCH    2 0
 NV0314
 NV0314.Superseded values are not recommended for survey control.
 NV0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0314.See file dsdata.txt to determine how the superseded data were derived.
 NV0314
 NV0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH778457(NAD 83)
 NV0314_MARKER: DZ = AZIMUTH MARK DISK
 NV0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0314_SP_SET: HEADGATE
 NV0314_STAMPING: IDA 80-98 1959
 NV0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0314
 NV0314  HISTORY     - Date     Condition        Report By
 NV0314  HISTORY     - 1959     MONUMENTED       CGS
 NV0314  HISTORY     - 19920713 MARK NOT FOUND   NGS
 NV0314
 NV0314                          STATION DESCRIPTION
 NV0314
 NV0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0314'8.5 MI NW FROM WENDELL.
 NV0314'8.5 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0314'HIGHWAYS 25 AND 46 AT WENDELL, 71.0 FEET SOUTHWEST OF THE CENTERLINE
 NV0314'OF THE HIGHWAY, 20.3 FEET SOUTHWEST OF A FENCE LINE, SET IN A DRILL
 NV0314'HOLE IN THE SOUTHWEST END OF A CANAL HEADGATE.
 NV0314
 NV0314                          STATION RECOVERY (1992)
 NV0314
 NV0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0314'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 NV0314'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0313 ***********************************************************************
 NV0313  DESIGNATION -  IDA 80 98 RM 1
 NV0313  PID         -  NV0313
 NV0313  STATE/COUNTY-  ID/GOODING
 NV0313  USGS QUAD   -  TUTTLE (1992)
 NV0313
 NV0313                         *CURRENT SURVEY CONTROL
 NV0313  ___________________________________________________________________
 NV0313* NAD 83(1986)-  42 50 15.     (N)    114 49 05.     (W)     SCALED    
 NV0313* NAVD 88     -      1030.838  (meters)    3382.01   (feet)  ADJUSTED  
 NV0313  ___________________________________________________________________
 NV0313  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV0313  DYNAMIC HT  -        1030.360 (meters)    3380.44  (feet)  COMP
 NV0313  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 NV0313
 NV0313  VERT ORDER  -  SECOND    CLASS 0
 NV0313
 NV0313.The horizontal coordinates were scaled from a topographic map and have
 NV0313.an estimated accuracy of +/- 6 seconds.
 NV0313
 NV0313.The orthometric height was determined by differential leveling
 NV0313.and adjusted by the National Geodetic Survey in June 1991..
 NV0313
 NV0313.The geoid height was determined by GEOID03.
 NV0313
 NV0313.The dynamic height is computed by dividing the NAVD 88
 NV0313.geopotential number by the normal gravity value computed on the
 NV0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0313.degrees latitude (g = 980.6199 gals.).
 NV0313
 NV0313.The modeled gravity was interpolated from observed gravity values.
 NV0313
 NV0313;                    North         East    Units  Estimated Accuracy
 NV0313;SPC ID C     -   130,370.      433,120.      MT  (+/- 180 meters Scaled)
 NV0313
 NV0313                          SUPERSEDED SURVEY CONTROL
 NV0313
 NV0313  NGVD 29 (??/??/92) 1030.001  (m)         3379.26   (f) ADJ UNCH    2 0
 NV0313
 NV0313.Superseded values are not recommended for survey control.
 NV0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0313.See file dsdata.txt to determine how the superseded data were derived.
 NV0313
 NV0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH783450(NAD 83)
 NV0313_MARKER: DR = REFERENCE MARK DISK
 NV0313_SETTING: 66 = SET IN ROCK OUTCROP
 NV0313_SP_SET: BEDROCK
 NV0313_STAMPING: IDA 80-98 NO 1 1959
 NV0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0313+STABILITY: POSITION/ELEVATION WELL
 NV0313
 NV0313  HISTORY     - Date     Condition        Report By
 NV0313  HISTORY     - 1959     MONUMENTED       CGS
 NV0313  HISTORY     - 19920713 MARK NOT FOUND   NGS
 NV0313
 NV0313                          STATION DESCRIPTION
 NV0313
 NV0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0313'8.0 MI NW FROM WENDELL.
 NV0313'8.0 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0313'HIGHWAYS 25 AND 46 AT WENDELL, 20.64 FEET NORTHEAST OF THE STATION
 NV0313'MARK, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 NV0313
 NV0313                          STATION RECOVERY (1992)
 NV0313
 NV0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0313'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 NV0313'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0311 ***********************************************************************
 NV0311  DESIGNATION -  IDA 80 98 RM 2
 NV0311  PID         -  NV0311
 NV0311  STATE/COUNTY-  ID/GOODING
 NV0311  USGS QUAD   -  TUTTLE (1992)
 NV0311
 NV0311                         *CURRENT SURVEY CONTROL
 NV0311  ___________________________________________________________________
 NV0311* NAD 83(1986)-  42 50 15.     (N)    114 49 05.     (W)     SCALED    
 NV0311* NAVD 88     -      1031.049  (meters)    3382.70   (feet)  ADJUSTED  
 NV0311  ___________________________________________________________________
 NV0311  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NV0311  DYNAMIC HT  -        1030.571 (meters)    3381.13  (feet)  COMP
 NV0311  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 NV0311
 NV0311  VERT ORDER  -  SECOND    CLASS 0
 NV0311
 NV0311.The horizontal coordinates were scaled from a topographic map and have
 NV0311.an estimated accuracy of +/- 6 seconds.
 NV0311
 NV0311.The orthometric height was determined by differential leveling
 NV0311.and adjusted by the National Geodetic Survey in June 1991..
 NV0311
 NV0311.The geoid height was determined by GEOID03.
 NV0311
 NV0311.The dynamic height is computed by dividing the NAVD 88
 NV0311.geopotential number by the normal gravity value computed on the
 NV0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0311.degrees latitude (g = 980.6199 gals.).
 NV0311
 NV0311.The modeled gravity was interpolated from observed gravity values.
 NV0311
 NV0311;                    North         East    Units  Estimated Accuracy
 NV0311;SPC ID C     -   130,370.      433,120.      MT  (+/- 180 meters Scaled)
 NV0311
 NV0311                          SUPERSEDED SURVEY CONTROL
 NV0311
 NV0311  NGVD 29 (??/??/92) 1030.212  (m)         3379.95   (f) ADJ UNCH    2 0
 NV0311
 NV0311.Superseded values are not recommended for survey control.
 NV0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0311.See file dsdata.txt to determine how the superseded data were derived.
 NV0311
 NV0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH783450(NAD 83)
 NV0311_MARKER: DR = REFERENCE MARK DISK
 NV0311_SETTING: 66 = SET IN ROCK OUTCROP
 NV0311_SP_SET: BEDROCK
 NV0311_STAMPING: IDA 80-98 NO 2 1959
 NV0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0311+STABILITY: POSITION/ELEVATION WELL
 NV0311
 NV0311  HISTORY     - Date     Condition        Report By
 NV0311  HISTORY     - 1959     MONUMENTED       CGS
 NV0311  HISTORY     - 19920713 MARK NOT FOUND   NGS
 NV0311
 NV0311                          STATION DESCRIPTION
 NV0311
 NV0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0311'8.0 MI NW FROM WENDELL.
 NV0311'8.0 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE
 NV0311'HIGHWAY 25 AND 46 AT WENDELL, 28.64 FEET EAST OF THE STATION MARK, SET
 NV0311'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 NV0311
 NV0311                          STATION RECOVERY (1992)
 NV0311
 NV0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0311'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 NV0311'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0305 ***********************************************************************
 NV0305  DESIGNATION -  IDA 80 99 2 RESET
 NV0305  PID         -  NV0305
 NV0305  STATE/COUNTY-  ID/GOODING
 NV0305  USGS QUAD   -  TUTTLE (1992)
 NV0305
 NV0305                         *CURRENT SURVEY CONTROL
 NV0305  ___________________________________________________________________
 NV0305* NAD 83(1986)-  42 49 11.     (N)    114 47 18.     (W)     SCALED    
 NV0305* NAVD 88     -      1036.606  (meters)    3400.93   (feet)  ADJUSTED  
 NV0305  ___________________________________________________________________
 NV0305  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 NV0305  DYNAMIC HT  -        1036.117 (meters)    3399.33  (feet)  COMP
 NV0305  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 NV0305
 NV0305  VERT ORDER  -  FIRST     CLASS II
 NV0305
 NV0305.The horizontal coordinates were scaled from a topographic map and have
 NV0305.an estimated accuracy of +/- 6 seconds.
 NV0305
 NV0305.The orthometric height was determined by differential leveling
 NV0305.and adjusted by the National Geodetic Survey in January 1993..
 NV0305
 NV0305.The geoid height was determined by GEOID03.
 NV0305
 NV0305.The dynamic height is computed by dividing the NAVD 88
 NV0305.geopotential number by the normal gravity value computed on the
 NV0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0305.degrees latitude (g = 980.6199 gals.).
 NV0305
 NV0305.The modeled gravity was interpolated from observed gravity values.
 NV0305
 NV0305;                    North         East    Units  Estimated Accuracy
 NV0305;SPC ID C     -   128,370.      435,530.      MT  (+/- 180 meters Scaled)
 NV0305
 NV0305                          SUPERSEDED SURVEY CONTROL
 NV0305
 NV0305.No superseded survey control is available for this station.
 NV0305
 NV0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH807431(NAD 83)
 NV0305_MARKER: DH = HORIZONTAL CONTROL DISK
 NV0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0305_SP_SET: CONCRETE POST
 NV0305_STAMPING: IDA 80-99 2 1971 1972
 NV0305_MARK LOGO: NGS   
 NV0305_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0305+STABILITY: SURFACE MOTION
 NV0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0305+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0305
 NV0305  HISTORY     - Date     Condition        Report By
 NV0305  HISTORY     - 1972     MONUMENTED       NGS
 NV0305  HISTORY     - 1972     GOOD             NGS
 NV0305  HISTORY     - 19920715 GOOD             NGS
 NV0305
 NV0305                          STATION DESCRIPTION
 NV0305
 NV0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NV0305'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND BENCH MARK L
 NV0305'69 1934 WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK
 NV0305'WAS DESTROYED BY CONTRACTORS NEGLIGENCE.  THE UNDERGROUND
 NV0305'MARK WAS DUG FOR, AND FOUND IN GOOD CONDITION.  A NEW STATION
 NV0305'MARK WAS ESTABLISHED PRECISELY OVER THE UNDERGROUND MARK.
 NV0305'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NV0305'THE STATION IS 5 MILES NORTHWEST OF WENDELL, AND 4 MILES
 NV0305'SOUTHEAST OF TUTTLE, ON THE SOUTHWEST RIGHT-OF-WAY OF INTERSTATE
 NV0305'80N.
 NV0305'
 NV0305'TO REACH THE STATION FROM THE TUTTLE POST OFFICE GO EAST ON
 NV0305'MACADAM ROAD FOR 0.05 MILE TO STATE HIGHWAY 25, TURN RIGHT,
 NV0305'AND GO SOUTHEAST ON STATE HIGHWAY 25, AND INTERSTATE 80N
 NV0305'FOR 4.0 MILES TO THE STATION ON THE RIGHT.
 NV0305'
 NV0305'TO REACH BENCH MARK L 69 1934 (AZIMUTH MARK) FROM THE STATION
 NV0305'GO SOUTHEAST ON INTERSTATE 80N FOR 0.3 MILE TO THE BENCH MARK
 NV0305'ON THE LEFT.
 NV0305'
 NV0305'THE STATION MARK, STAMPED IDA 80-99 2 1971 1972, IS A STANDARD
 NV0305'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NV0305'5 INCHES, 88 FEET SOUTHWEST OF THE EASTBOUND LANE IF INTERSTATE
 NV0305'80N, 7 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, AND 1
 NV0305'FOOT EAST OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 NV0305'
 NV0305'REFERENCE MARK NO. 3, STAMPED IDA 80-99 2 NO 3 1971, IS A STANDARD
 NV0305'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 6
 NV0305'INCHES, 94 FEET SOUTHWEST OF THE CENTER OF THE EASTBOUND
 NV0305'LANE OF INTERSTATE 80N, 2 FEET NORTHEAST OF THE RIGHT-OF-WAY
 NV0305'FENCE, AND 2 FEET LOWER THAN THE STATION.  (NOTE 12A)
 NV0305'
 NV0305'REFERENCE MARK NO. 4, STAMPED IDA 80-99 2 NO 4 1971, IS A
 NV0305'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 NV0305'2 INCHES, 65 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 20 FEET
 NV0305'NORTH OF THE SOUTH EDGE OF THE RIMROCK, AND 1 FOOT HIGHER
 NV0305'THAN THE STATION.  (NOTE 12A)
 NV0305'
 NV0305'BENCH MARK L 69 1934, IS A STANDARD BENCH MARK DISK CEMENTED
 NV0305'IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER,
 NV0305'AND PROJECTS 4 INCHES.  THE DISK IS STAMPED L 69 1934.  IT
 NV0305'IS 0.05 MILE NORTHEAST OF INTERSTATE 80N, 175 FEET SOUTH OF
 NV0305'RAILROAD MILEPOST NO. 62, 150 FEET NORTHWEST OF A FENCE CORNER,
 NV0305'90 FEET WEST-NORTHWEST OF WHERE A DIRT ROAD CROSSES THE
 NV0305'RAILROAD, 49 FEET SOUTHWEST OF THE NEAREST RAIL OF THE RAILROAD
 NV0305'TRACK, AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 NV0305'
 NV0305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 NV0305'SOUTHEAST OF TUTTLE
 NV0305
 NV0305                          STATION RECOVERY (1972)
 NV0305
 NV0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NV0305'4.0 MI SE FROM TUTTLE.
 NV0305'FROM THE TUTTLE POST OFFICE GO EAST ON MACADAM ROAD FOR 0.05 MILE TO
 NV0305'STATE HIGHWAY 25, TURN RIGHT, AND
 NV0305'GO SOUTHEAST ON STATE HIGHWAY 25, AND INTERSTATE 80N FOR 4.0 MILES TO
 NV0305'THE BENCH MARK ON THE RIGHT, 88 FEET SOUTHWEST OF THE EASTBOUND LANE
 NV0305'OF INTERSTATE 80N, 7 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE,
 NV0305'AND 1 FOOT EAST OF A METAL WITNESS POST SET IN A 12-INCH SQUARE
 NV0305'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 NV0305
 NV0305                          STATION RECOVERY (1992)
 NV0305
 NV0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0305'16.9 KM (10.50 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0305'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, NEAR THE SOUTHEAST
 NV0305'END OF A HIGHWAY CUT, 27.0 M (88.6 FT) SOUTHWEST OF THE CENTERLINE OF
 NV0305'THE EASTBOUND LANES OF THE HIGHWAY, 19.0 M (62.3 FT) EAST-NORTHEAST
 NV0305'OF REFERENCE MARK 4, 18.6 M (61.0 FT) NORTHWEST OF REFERENCE MARK 3,
 NV0305'2.5 M (8.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, 2.2 M (7.2 FT)
 NV0305'NORTHEAST OF A FENCE, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE
 NV0305'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0307 ***********************************************************************
 NV0307  DESIGNATION -  IDA 80 99 2 RM 3
 NV0307  PID         -  NV0307
 NV0307  STATE/COUNTY-  ID/GOODING
 NV0307  USGS QUAD   -  TUTTLE (1992)
 NV0307
 NV0307                         *CURRENT SURVEY CONTROL
 NV0307  ___________________________________________________________________
 NV0307* NAD 83(1986)-  42 49 11.     (N)    114 47 17.     (W)     SCALED    
 NV0307* NAVD 88     -      1035.915  (meters)    3398.66   (feet)  ADJUSTED  
 NV0307  ___________________________________________________________________
 NV0307  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 NV0307  DYNAMIC HT  -        1035.425 (meters)    3397.06  (feet)  COMP
 NV0307  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 NV0307
 NV0307  VERT ORDER  -  FIRST     CLASS II
 NV0307
 NV0307.The horizontal coordinates were scaled from a topographic map and have
 NV0307.an estimated accuracy of +/- 6 seconds.
 NV0307
 NV0307.The orthometric height was determined by differential leveling
 NV0307.and adjusted by the National Geodetic Survey in January 1993..
 NV0307
 NV0307.The geoid height was determined by GEOID03.
 NV0307
 NV0307.The dynamic height is computed by dividing the NAVD 88
 NV0307.geopotential number by the normal gravity value computed on the
 NV0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0307.degrees latitude (g = 980.6199 gals.).
 NV0307
 NV0307.The modeled gravity was interpolated from observed gravity values.
 NV0307
 NV0307;                    North         East    Units  Estimated Accuracy
 NV0307;SPC ID C     -   128,370.      435,560.      MT  (+/- 180 meters Scaled)
 NV0307
 NV0307                          SUPERSEDED SURVEY CONTROL
 NV0307
 NV0307.No superseded survey control is available for this station.
 NV0307
 NV0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH808431(NAD 83)
 NV0307_MARKER: DR = REFERENCE MARK DISK
 NV0307_SETTING: 66 = SET IN ROCK OUTCROP
 NV0307_SP_SET: BEDROCK
 NV0307_STAMPING: IDA 80-99 2 NO 3 1971
 NV0307_MARK LOGO: CGS   
 NV0307_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0307+STABILITY: POSITION/ELEVATION WELL
 NV0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0307+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0307
 NV0307  HISTORY     - Date     Condition        Report By
 NV0307  HISTORY     - 1971     MONUMENTED       NGS
 NV0307  HISTORY     - 19920715 GOOD             NGS
 NV0307
 NV0307                          STATION DESCRIPTION
 NV0307
 NV0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NV0307'5.0 MI NW FROM WENDELL.
 NV0307'5.7 MILES NORTHWEST ALONG INTERSTATE 80N FROM THE JUNCTION OF
 NV0307'INTERSTATE 80N, AND STATE HIGHWAY 46, WHICH IS 0.5 MILE SOUTH OF
 NV0307'WENDELL, 0.3 MILE NORTHWEST OF MILEPOST NO. 162, 98 FEET SOUTHWEST OF
 NV0307'THE CENTER OF INTERSTATE 80N, 65.12 FEET SOUTHEAST OF BENCHMARK IDA
 NV0307'80-99 2, AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE CEMENTED
 NV0307'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 6 INCHES.
 NV0307
 NV0307                          STATION RECOVERY (1992)
 NV0307
 NV0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0307'16.9 KM (10.50 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0307'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, NEAR THE NORTH END
 NV0307'OF A 10 BY 10-FOOT AREA OF OUTCROPPING BEDROCK NEAR THE SOUTHEAST END
 NV0307'OF A HIGHWAY CUT, 28.6 M (93.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 NV0307'EASTBOUND LANES OF THE HIGHWAY, 18.6 M (61.0 FT) SOUTHEAST OF
 NV0307'TRIANGULATION STATION IDA 80 99 2 RESET, 2.2 M (7.2 FT) ABOVE THE
 NV0307'LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0308 ***********************************************************************
 NV0308  DESIGNATION -  IDA 80 99 2 RM 4
 NV0308  PID         -  NV0308
 NV0308  STATE/COUNTY-  ID/GOODING
 NV0308  USGS QUAD   -  TUTTLE (1992)
 NV0308
 NV0308                         *CURRENT SURVEY CONTROL
 NV0308  ___________________________________________________________________
 NV0308* NAD 83(1986)-  42 49 11.     (N)    114 47 17.     (W)     SCALED    
 NV0308* NAVD 88     -      1036.926  (meters)    3401.98   (feet)  ADJUSTED  
 NV0308  ___________________________________________________________________
 NV0308  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 NV0308  DYNAMIC HT  -        1036.436 (meters)    3400.37  (feet)  COMP
 NV0308  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 NV0308
 NV0308  VERT ORDER  -  FIRST     CLASS II
 NV0308
 NV0308.The horizontal coordinates were scaled from a topographic map and have
 NV0308.an estimated accuracy of +/- 6 seconds.
 NV0308
 NV0308.The orthometric height was determined by differential leveling
 NV0308.and adjusted by the National Geodetic Survey in January 1993..
 NV0308
 NV0308.The geoid height was determined by GEOID03.
 NV0308
 NV0308.The dynamic height is computed by dividing the NAVD 88
 NV0308.geopotential number by the normal gravity value computed on the
 NV0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0308.degrees latitude (g = 980.6199 gals.).
 NV0308
 NV0308.The modeled gravity was interpolated from observed gravity values.
 NV0308
 NV0308;                    North         East    Units  Estimated Accuracy
 NV0308;SPC ID C     -   128,370.      435,560.      MT  (+/- 180 meters Scaled)
 NV0308
 NV0308                          SUPERSEDED SURVEY CONTROL
 NV0308
 NV0308.No superseded survey control is available for this station.
 NV0308
 NV0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH808431(NAD 83)
 NV0308_MARKER: DR = REFERENCE MARK DISK
 NV0308_SETTING: 66 = SET IN ROCK OUTCROP
 NV0308_SP_SET: BEDROCK
 NV0308_STAMPING: IDA 80 99 2 NO 4 1971
 NV0308_MARK LOGO: CGS   
 NV0308_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0308+STABILITY: POSITION/ELEVATION WELL
 NV0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0308+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0308
 NV0308  HISTORY     - Date     Condition        Report By
 NV0308  HISTORY     - 1971     MONUMENTED       NGS
 NV0308  HISTORY     - 19920715 GOOD             NGS
 NV0308
 NV0308                          STATION DESCRIPTION
 NV0308
 NV0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NV0308'5.0 MI NW FROM WENDELL.
 NV0308'5.7 MILES NORTHWEST ALONG INTERSTATE 80N FROM THE JUNCTION OF
 NV0308'INTERSTATE 80N, AND STATE HIGHWAY 46, WHICH IS 0.5 MILE SOUTH OF
 NV0308'WENDELL, 0.3 MILE NORTHWEST OF MILEPOST NO. 162, 61.12 FEET
 NV0308'WEST-SOUTHWEST OF BENCH MARK IDA 80-99 2, AND 20 FEET NORTH OF THE
 NV0308'SOUTH EDGE OF THE RIMROCK CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 NV0308'PROJECTS 3 INCHES.
 NV0308
 NV0308                          STATION RECOVERY (1992)
 NV0308
 NV0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0308'16.9 KM (10.50 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0308'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, NEAR THE WEST END OF
 NV0308'A 2 BY 6-FOOT AREA OF OUTCROPPING BEDROCK NEAR THE SOUTHEAST END OF A
 NV0308'HIGHWAY CUT, 45.9 M (150.6 FT) SOUTHWEST OF THE CENTERLINE OF THE
 NV0308'EASTBOUND LANES OF THE HIGHWAY, 19.0 M (62.3 FT) WEST-SOUTHWEST OF
 NV0308'TRIANGULATION STATION IDA 80 99 2 RESET, 16.7 M (54.8 FT) SOUTHWEST
 NV0308'OF A FENCE, AND 2.5 M (8.2 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1763 ***********************************************************************
 SV1763  DESIGNATION -  IDA 90 64 RESET
 SV1763  PID         -  SV1763
 SV1763  STATE/COUNTY-  ID/KOOTENAI
 SV1763  USGS QUAD   -  LIBERTY LAKE (1973)
 SV1763
 SV1763                         *CURRENT SURVEY CONTROL
 SV1763  ___________________________________________________________________
 SV1763* NAD 83(1986)-  47 42 54.08904(N)    117 00 39.43880(W)     ADJUSTED  
 SV1763* NAVD 88     -       651.77   (meters)    2138.3    (feet)  RESET     
 SV1763  ___________________________________________________________________
 SV1763  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 SV1763  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 SV1763
 SV1763  HORZ ORDER  -  SECOND
 SV1763  VERT ORDER  -  THIRD
 SV1763
 SV1763.The horizontal coordinates were established by classical geodetic methods
 SV1763.and adjusted by the National Geodetic Survey in July 1986..
 SV1763
 SV1763.The orthometric height was computed from unverified reset data.
 SV1763.No vertical observational check was made to the station.
 SV1763
 SV1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1763
 SV1763.The geoid height was determined by GEOID03.
 SV1763
 SV1763;                    North         East     Units Scale Factor Converg.
 SV1763;SPC ID W     -   672,853.808   705,390.734   MT  1.00004329   -0 55 58.6
 SV1763;UTM  11      - 5,284,627.255   499,178.299   MT  0.99960001   -0 00 29.2
 SV1763
 SV1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1763!SPC ID W     -   0.99990062  x   1.00004329  =   0.99994390
 SV1763!UTM  11      -   0.99990062  x   0.99960001  =   0.99950067
 SV1763
 SV1763                          SUPERSEDED SURVEY CONTROL
 SV1763
 SV1763  NAD 83(1992)-  47 42 54.08903(N)    117 00 39.43884(W) AD(       ) 2
 SV1763  NAD 27      -  47 42 54.44849(N)    117 00 35.70632(W) AD(       ) 2
 SV1763  NGVD 29 (03/27/06)  650.60   (m)         2134.5    (f) RESET       3  
 SV1763
 SV1763.Superseded values are not recommended for survey control.
 SV1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1763.See file dsdata.txt to determine how the superseded data were derived.
 SV1763
 SV1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN9917884627(NAD 83)
 SV1763_MARKER: DS = TRIANGULATION STATION DISK
 SV1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1763_SP_SET: CONCRETE POST
 SV1763_STAMPING: IDA 90-64 1958 1980
 SV1763_MARK LOGO: NGS   
 SV1763_PROJECTION: FLUSH
 SV1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1763+STABILITY: SURFACE MOTION
 SV1763
 SV1763  HISTORY     - Date     Condition        Report By
 SV1763  HISTORY     - 1980     MONUMENTED       NGS
 SV1763  HISTORY     - 1980     GOOD             NGS
 SV1763  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SV1763
 SV1763                          STATION DESCRIPTION
 SV1763
 SV1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SV1763'THE STATION MARK WAS FOUND DESTROYED AND WAS REPLACED USING THE
 SV1763'ANGLES AND DISTANCES TO THE REFERENCE MARKS.  REFERENCE MARKS 1 AND
 SV1763'2 WERE RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN THE AREA A
 SV1763'COMPLETE NEW DESCRIPTION FOLLOWS.
 SV1763'
 SV1763'THE STATION IS LOCATED ABOUT 3 MILES WEST OF POST FALLS ON THE ROAD
 SV1763'RIGHT OF WAY OF OLD U.S. HIGHWAY 10.
 SV1763'
 SV1763'TO REACH THE STATION FROM THE POST OFFICE IN POST FALLS GO WESTERLY
 SV1763'ON SELTICE WAY FOR 3.3 MILES TO A SIDE ROAD LEFT, PLEASANT VIEW ROAD.
 SV1763'CONTINUE WESTERLY FOR 0.5 MILE TO THE STATION ON THE LEFT.
 SV1763'
 SV1763'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 SV1763'---IDA 90-64 1958 1980---SET INTO THE TOP OF AN IRREGULAR MASS OF
 SV1763'CONCRETE FLUSH WITH THE GROUND LOCATED 2.87 METERS (9.4 FEET) E FROM
 SV1763'A POWER POLE, 16.46 METERS (54 FEET) S FROM THE CENTER LINE OF THE
 SV1763'ROAD, AND 0.30 METER (1 FOOT) N FROM A METAL WITNESS POST.
 SV1763'
 SV1763'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV1763'STAMPED---IDA 90-64 1958 1980---SET INTO AN IRREGULAR MASS OF
 SV1763'CONCRETE 0.7 METER (2.5 FEET) BELOW THE SURFACE.
 SV1763'
 SV1763'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SV1763'NOS) DISK STAMPED---IDA 90-64 NO 1 1958---SET INTO THE TOP OF A
 SV1763'ROUND CONCRETE MONUMENT 15 CM (6 INCHES) IN DIAMETER FLUSH WITH THE
 SV1763'GROUND LOCATED 12.19 METERS (40 FEET) E FROM A POWER POLE, 8.99
 SV1763'METERS (29.5 FEET) E FROM A METAL WITNESS POST, AND 16.15 METERS (53
 SV1763'FEET) S FROM THE CENTER OF THE ROAD.
 SV1763'
 SV1763'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SV1763'NOS) DISK STAMPED---IDA 90-64 NO 2 1958---SET INTO THE TOP OF A
 SV1763'ROUND CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 15
 SV1763'CM (6 INCHES) ABOVE THE GROUND LOCATED 16.15 METERS (53 FEET) S FROM
 SV1763'THE CENTER OF THE ROAD, 8.53 METERS (28 FEET) W FROM A METAL WITNESS
 SV1763'POST, AND 5.33 METERS (17.5 FEET) W FROM A POWER POLE.
 SV1763'
 SV1763'STATION POST 1958 CAN BE USED AS AN AZIMUTH MARK.  SEE THE
 SV1763'DESCRIPTION THEREOF.
 SV1763
 SV1763                          STATION RECOVERY (1980)
 SV1763
 SV1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SV1763'6.1 KM (3.80 MI) WEST FROM POST FALLS.
 SV1763'6.1 KM (3.80 MI) WEST ALONG SELTICEWAY FROM THE POST OFFICE IN POST
 SV1763'FALLS 2.9 M (9.5 FT) EAST OF A POWERPOLE, 16.5 M (54.1 FT) SOUTH OF
 SV1763'THE CENTERLINE OF THE ROAD.
 SV1763'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 SV1763
 SV1763                          STATION RECOVERY (1983)
 SV1763
 SV1763'RECOVERY NOTE BY US POWER SQUADRON 1983 (NCB)
 SV1763'PRESENT REFERENCED FENCE LINE IS NOW A LINE OF FIELD ROCK ABOUT 3 FT
 SV1763'WIDE.  HIGHWAY HAS BEEN WIDENED AND THIS CHANGED THE REFERENCE POINT
 SV1763'SOME, HOWEVER, THERE IS NOW A TELEPHONE POST WHERE THE MARKERS
 SV1763'SHOULD BE.  MARKERS COULDNT BE FOUND WITHOUT REMOVAL OF RACK AND/OR
 SV1763'DIRT AND WEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0619 ***********************************************************************
 SV0619  DESIGNATION -  IDA 90 64 RM 1
 SV0619  PID         -  SV0619
 SV0619  STATE/COUNTY-  ID/KOOTENAI
 SV0619  USGS QUAD   -  LIBERTY LAKE (1973)
 SV0619
 SV0619                         *CURRENT SURVEY CONTROL
 SV0619  ___________________________________________________________________
 SV0619* NAD 83(1986)-  47 42 54.     (N)    117 00 39.     (W)     SCALED    
 SV0619* NAVD 88     -       652.076  (meters)    2139.35   (feet)  ADJUSTED  
 SV0619  ___________________________________________________________________
 SV0619  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 SV0619  DYNAMIC HT  -         652.110 (meters)    2139.46  (feet)  COMP
 SV0619  MODELED GRAV-     980,643.1   (mgal)                       NAVD 88
 SV0619
 SV0619  VERT ORDER  -  SECOND    CLASS 0
 SV0619
 SV0619.The horizontal coordinates were scaled from a topographic map and have
 SV0619.an estimated accuracy of +/- 6 seconds.
 SV0619
 SV0619.The orthometric height was determined by differential leveling
 SV0619.and adjusted by the National Geodetic Survey in June 1991..
 SV0619
 SV0619.The geoid height was determined by GEOID03.
 SV0619
 SV0619.The dynamic height is computed by dividing the NAVD 88
 SV0619.geopotential number by the normal gravity value computed on the
 SV0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0619.degrees latitude (g = 980.6199 gals.).
 SV0619
 SV0619.The modeled gravity was interpolated from observed gravity values.
 SV0619
 SV0619;                    North         East    Units  Estimated Accuracy
 SV0619;SPC ID W     -   672,850.      705,400.      MT  (+/- 180 meters Scaled)
 SV0619
 SV0619                          SUPERSEDED SURVEY CONTROL
 SV0619
 SV0619  NGVD 29 (??/??/92)  650.911  (m)         2135.53   (f) ADJ UNCH    2 0
 SV0619
 SV0619.Superseded values are not recommended for survey control.
 SV0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0619.See file dsdata.txt to determine how the superseded data were derived.
 SV0619
 SV0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN991846(NAD 83)
 SV0619_MARKER: DR = REFERENCE MARK DISK
 SV0619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0619_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0619_STAMPING: IDA 90-64 NO 1 1958
 SV0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0619
 SV0619  HISTORY     - Date     Condition        Report By
 SV0619  HISTORY     - 1958     MONUMENTED       CGS
 SV0619  HISTORY     - 1973     MARK NOT FOUND   IDPWD
 SV0619
 SV0619                          STATION DESCRIPTION
 SV0619
 SV0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0619'3.3 MI NW FROM POST FALLS.
 SV0619'0.3 MILE NORTH ON SPOKANE AVENUE FROM POST OFFICE IN POST FALLS,
 SV0619'THENCE WEST 3.1 MILES ALONG U.S. HIGHWAY 10, ON THE SOUTHEAST SIDE OF
 SV0619'THE HIGHWAY 29.5 FEET EAST OF NORTHEAST FROM TRAVERSE STATION IDA
 SV0619'90-64 (TS 82 57.0 50 FT), SET IN A CONCRETE FILLED SETTION OF 10-INCH
 SV0619'DIAMETER SOIL PIPE.
 SV0619
 SV0619                          STATION RECOVERY (1973)
 SV0619
 SV0619'RECOVERY NOTE BY IDAHO DEPARTMENT OF PUBLIC WORKS 1973
 SV0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0621 ***********************************************************************
 SV0621  DESIGNATION -  IDA 90 64 RM 2
 SV0621  PID         -  SV0621
 SV0621  STATE/COUNTY-  ID/KOOTENAI
 SV0621  USGS QUAD   -  LIBERTY LAKE (1973)
 SV0621
 SV0621                         *CURRENT SURVEY CONTROL
 SV0621  ___________________________________________________________________
 SV0621* NAD 83(1986)-  47 42 54.     (N)    117 00 39.     (W)     SCALED    
 SV0621* NAVD 88     -       652.358  (meters)    2140.28   (feet)  ADJUSTED  
 SV0621  ___________________________________________________________________
 SV0621  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 SV0621  DYNAMIC HT  -         652.392 (meters)    2140.39  (feet)  COMP
 SV0621  MODELED GRAV-     980,643.1   (mgal)                       NAVD 88
 SV0621
 SV0621  VERT ORDER  -  SECOND    CLASS 0
 SV0621
 SV0621.The horizontal coordinates were scaled from a topographic map and have
 SV0621.an estimated accuracy of +/- 6 seconds.
 SV0621
 SV0621.The orthometric height was determined by differential leveling
 SV0621.and adjusted by the National Geodetic Survey in June 1991..
 SV0621
 SV0621.The geoid height was determined by GEOID03.
 SV0621
 SV0621.The dynamic height is computed by dividing the NAVD 88
 SV0621.geopotential number by the normal gravity value computed on the
 SV0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0621.degrees latitude (g = 980.6199 gals.).
 SV0621
 SV0621.The modeled gravity was interpolated from observed gravity values.
 SV0621
 SV0621;                    North         East    Units  Estimated Accuracy
 SV0621;SPC ID W     -   672,850.      705,400.      MT  (+/- 180 meters Scaled)
 SV0621
 SV0621                          SUPERSEDED SURVEY CONTROL
 SV0621
 SV0621  NGVD 29 (??/??/92)  651.193  (m)         2136.46   (f) ADJ UNCH    2 0
 SV0621
 SV0621.Superseded values are not recommended for survey control.
 SV0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0621.See file dsdata.txt to determine how the superseded data were derived.
 SV0621
 SV0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN991846(NAD 83)
 SV0621_MARKER: DR = REFERENCE MARK DISK
 SV0621_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0621_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0621_STAMPING: IDA 90-64 NO 2 1958
 SV0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0621
 SV0621  HISTORY     - Date     Condition        Report By
 SV0621  HISTORY     - 1958     MONUMENTED       CGS
 SV0621
 SV0621                          STATION DESCRIPTION
 SV0621
 SV0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0621'3.3 MI NW FROM POST FALLS.
 SV0621'0.3 MILE NORTH ON SPOKANE AVE. FROM POST OFFICE IN POST FALLS, THENCE
 SV0621'3.1 MILES WESTWARD ON U.S. HIGHWAY 10, ON THE SOUTHEAST SIDE OF THE
 SV0621'HIGHWAY 27.6 FEET WEST SOUTHWEST FROM TRAVERSE STATION IDA 90-64 (TS
 SV0621'82 57.0 50 FT), SET IN THE TOP OF A SECTION OF 10-INCH DIAMETER
 SV0621'CONCRETE FILLED SOIL PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0616 ***********************************************************************
 SV0616  DESIGNATION -  IDA 90 65 RM 1
 SV0616  PID         -  SV0616
 SV0616  STATE/COUNTY-  ID/KOOTENAI
 SV0616  USGS QUAD   -  POST FALLS (1981)
 SV0616
 SV0616                         *CURRENT SURVEY CONTROL
 SV0616  ___________________________________________________________________
 SV0616* NAD 83(1986)-  47 42 55.     (N)    116 57 31.     (W)     SCALED    
 SV0616* NAVD 88     -       664.773  (meters)    2181.01   (feet)  ADJUSTED  
 SV0616  ___________________________________________________________________
 SV0616  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 SV0616  DYNAMIC HT  -         664.806 (meters)    2181.12  (feet)  COMP
 SV0616  MODELED GRAV-     980,640.9   (mgal)                       NAVD 88
 SV0616
 SV0616  VERT ORDER  -  SECOND    CLASS 0
 SV0616
 SV0616.The horizontal coordinates were scaled from a topographic map and have
 SV0616.an estimated accuracy of +/- 6 seconds.
 SV0616
 SV0616.The orthometric height was determined by differential leveling
 SV0616.and adjusted by the National Geodetic Survey in June 1991..
 SV0616
 SV0616.The geoid height was determined by GEOID03.
 SV0616
 SV0616.The dynamic height is computed by dividing the NAVD 88
 SV0616.geopotential number by the normal gravity value computed on the
 SV0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0616.degrees latitude (g = 980.6199 gals.).
 SV0616
 SV0616.The modeled gravity was interpolated from observed gravity values.
 SV0616
 SV0616;                    North         East    Units  Estimated Accuracy
 SV0616;SPC ID W     -   672,820.      709,320.      MT  (+/- 180 meters Scaled)
 SV0616
 SV0616                          SUPERSEDED SURVEY CONTROL
 SV0616
 SV0616  NGVD 29 (??/??/92)  663.606  (m)         2177.18   (f) ADJ UNCH    2 0
 SV0616
 SV0616.Superseded values are not recommended for survey control.
 SV0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0616.See file dsdata.txt to determine how the superseded data were derived.
 SV0616
 SV0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN031846(NAD 83)
 SV0616_MARKER: DR = REFERENCE MARK DISK
 SV0616_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0616_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0616_STAMPING: IDA 90-65 NO 1 1958
 SV0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0616
 SV0616  HISTORY     - Date     Condition        Report By
 SV0616  HISTORY     - 1958     MONUMENTED       CGS
 SV0616
 SV0616                          STATION DESCRIPTION
 SV0616
 SV0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0616'0.6 MI W FROM POST FALLS.
 SV0616'0.55 MILE WEST ALONG U. S. HIGHWAY FROM INTERSECTION WITH SPOKANE
 SV0616'AVENUE IN POST FALLS, ON THE EMBANKMENT ON THE NORTH SIDE OF THE
 SV0616'HIGHWAY, 25.9 FEET EAST SOUTHEAST FROM TRAVERSE STATION IDA 90- 5, SET
 SV0616'IN A SECTION OF 10-INCH DIAMETER SOIL PIPE FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0614 ***********************************************************************
 SV0614  DESIGNATION -  IDA 90 65 RM 2
 SV0614  PID         -  SV0614
 SV0614  STATE/COUNTY-  ID/KOOTENAI
 SV0614  USGS QUAD   -  POST FALLS (1981)
 SV0614
 SV0614                         *CURRENT SURVEY CONTROL
 SV0614  ___________________________________________________________________
 SV0614* NAD 83(1986)-  47 42 55.     (N)    116 57 31.     (W)     SCALED    
 SV0614* NAVD 88     -       664.716  (meters)    2180.82   (feet)  ADJUSTED  
 SV0614  ___________________________________________________________________
 SV0614  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 SV0614  DYNAMIC HT  -         664.750 (meters)    2180.93  (feet)  COMP
 SV0614  MODELED GRAV-     980,640.9   (mgal)                       NAVD 88
 SV0614
 SV0614  VERT ORDER  -  SECOND    CLASS 0
 SV0614
 SV0614.The horizontal coordinates were scaled from a topographic map and have
 SV0614.an estimated accuracy of +/- 6 seconds.
 SV0614
 SV0614.The orthometric height was determined by differential leveling
 SV0614.and adjusted by the National Geodetic Survey in June 1991..
 SV0614
 SV0614.The geoid height was determined by GEOID03.
 SV0614
 SV0614.The dynamic height is computed by dividing the NAVD 88
 SV0614.geopotential number by the normal gravity value computed on the
 SV0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0614.degrees latitude (g = 980.6199 gals.).
 SV0614
 SV0614.The modeled gravity was interpolated from observed gravity values.
 SV0614
 SV0614;                    North         East    Units  Estimated Accuracy
 SV0614;SPC ID W     -   672,820.      709,320.      MT  (+/- 180 meters Scaled)
 SV0614
 SV0614                          SUPERSEDED SURVEY CONTROL
 SV0614
 SV0614  NGVD 29 (??/??/92)  663.549  (m)         2176.99   (f) ADJ UNCH    2 0
 SV0614
 SV0614.Superseded values are not recommended for survey control.
 SV0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0614.See file dsdata.txt to determine how the superseded data were derived.
 SV0614
 SV0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN031846(NAD 83)
 SV0614_MARKER: DR = REFERENCE MARK DISK
 SV0614_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SV0614_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SV0614_STAMPING: IDA 90-65 NO 2 1958
 SV0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0614
 SV0614  HISTORY     - Date     Condition        Report By
 SV0614  HISTORY     - 1958     MONUMENTED       CGS
 SV0614
 SV0614                          STATION DESCRIPTION
 SV0614
 SV0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0614'0.6 MI W FROM POST FALLS.
 SV0614'0.55 MILE WEST ALONG U.S. HIGHWAY 10 FROM THE INTERSECTION WITH
 SV0614'SPOKANE AVENUE IN POST FALLS, 23.1 FEET FROM TRAVERSE STATION IDA
 SV0614'90-65, ON THE TOP OF AN EMBANKMENT ON NORTH SIDE OF THE HIGHWAY, SET
 SV0614'IN THE TOP OF A 10-INCH CONCRETE FILLED SECTION OF SOIL PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0609 ***********************************************************************
 SV0609  DESIGNATION -  IDA 90 66
 SV0609  PID         -  SV0609
 SV0609  STATE/COUNTY-  ID/KOOTENAI
 SV0609  USGS QUAD   -  POST FALLS (1981)
 SV0609
 SV0609                         *CURRENT SURVEY CONTROL
 SV0609  ___________________________________________________________________
 SV0609* NAD 83(1992)-  47 42 48.86802(N)    116 56 13.57916(W)     ADJUSTED  
 SV0609* NAVD 88     -       666.950  (meters)    2188.15   (feet)  ADJUSTED  
 SV0609  ___________________________________________________________________
 SV0609  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 SV0609  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SV0609  DYNAMIC HT  -         666.984 (meters)    2188.26  (feet)  COMP
 SV0609  MODELED GRAV-     980,640.7   (mgal)                       NAVD 88
 SV0609
 SV0609  HORZ ORDER  -  SECOND
 SV0609  VERT ORDER  -  SECOND    CLASS 0
 SV0609
 SV0609.The horizontal coordinates were established by classical geodetic methods
 SV0609.and adjusted by the National Geodetic Survey in July 1992..
 SV0609
 SV0609.The orthometric height was determined by differential leveling
 SV0609.and adjusted by the National Geodetic Survey in June 1991..
 SV0609
 SV0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0609
 SV0609.The geoid height was determined by GEOID03.
 SV0609
 SV0609.The dynamic height is computed by dividing the NAVD 88
 SV0609.geopotential number by the normal gravity value computed on the
 SV0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0609.degrees latitude (g = 980.6199 gals.).
 SV0609
 SV0609.The modeled gravity was interpolated from observed gravity values.
 SV0609
 SV0609;                    North         East     Units Scale Factor Converg.
 SV0609;SPC ID W     -   672,604.987   710,929.132   MT  1.00003079   -0 52 41.8
 SV0609;UTM  11      - 5,284,467.927   504,717.571   MT  0.99960027   +0 02 47.5
 SV0609
 SV0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0609!SPC ID W     -   0.99989823  x   1.00003079  =   0.99992902
 SV0609!UTM  11      -   0.99989823  x   0.99960027  =   0.99949854
 SV0609
 SV0609|---------------------------------------------------------------------|
 SV0609| PID    Reference Object                     Distance      Geod. Az  |
 SV0609|                                                           dddmmss.s |
 SV0609| SV1144 IDA 90 66 RM 5                        9.714 METERS 07211     |
 SV0609| SV1143 IDA 90 66 RM 4                       17.600 METERS 09127     |
 SV0609| SV0610 IDA 90 66 RM 1                       21.273 METERS 09525     |
 SV0609| SV1609 IDA 90 67 2                         APPROX. 0.8 KM 1483857.2 |
 SV0609| SV1142 IDA 90 66 RM 3                        8.582 METERS 15121     |
 SV0609| SV1758 IDA 90 66 RM 6                       10.188 METERS 20527     |
 SV0609| SV0608 IDA 90 66 RM 2                        7.483 METERS 22448     |
 SV0609|---------------------------------------------------------------------|
 SV0609
 SV0609                          SUPERSEDED SURVEY CONTROL
 SV0609
 SV0609  NAD 83(1986)-  47 42 48.86854(N)    116 56 13.57739(W) AD(       ) 2
 SV0609  NAD 27      -  47 42 49.22140(N)    116 56 09.85768(W) AD(       ) 2
 SV0609  NGVD 29 (??/??/92)  665.784  (m)         2184.33   (f) ADJ UNCH    2 0
 SV0609
 SV0609.Superseded values are not recommended for survey control.
 SV0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0609.See file dsdata.txt to determine how the superseded data were derived.
 SV0609
 SV0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0471884468(NAD 83)
 SV0609_MARKER: DB = BENCH MARK DISK
 SV0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0609_STAMPING: IDA 90-66 1958
 SV0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0609+STABILITY: SURFACE MOTION
 SV0609
 SV0609  HISTORY     - Date     Condition        Report By
 SV0609  HISTORY     - 1958     MONUMENTED       CGS
 SV0609  HISTORY     - 1958     GOOD             CGS
 SV0609  HISTORY     - 1960     GOOD             CGS
 SV0609  HISTORY     - 1973     GOOD             NGS
 SV0609  HISTORY     - 1977     GOOD             NGS
 SV0609  HISTORY     - 1979     GOOD             NGS
 SV0609  HISTORY     - 1979     GOOD             NGS
 SV0609
 SV0609                          STATION DESCRIPTION
 SV0609
 SV0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV0609'THE STATION IS 0.6 MILE EAST OF THE INTERSECTION OF U.S.
 SV0609'HIGHWAY 10 AND SPOKANE STREET IN POST FALLS, IN THE NORTHWEST
 SV0609'CORNER OF A CULTIVATED FIELD, 49 FEET SOUTH OF THE CENTER LINE
 SV0609'OF U.S. HIGHWAY 10, 34 FEET EAST OF THE CENTER OF THE CENTER
 SV0609'LINE OF A GRAVELED ROAD, 12.5 FEET NORTHEAST OF A METAL WITNESS
 SV0609'POST WITH SIGN ATTACHED AND 6 FEET NORTHEAST OF A CONCRETE
 SV0609'IRRIGATION BOX.
 SV0609'
 SV0609'THE STATION AND UNDERGROUND MARKS ARE STANDARD TRAVERSE DISKS,
 SV0609'WITH THE SURFACE MARK SET IN A SQUARE CONCRETE POST FLUSH WITH
 SV0609'THE SURFACE AND STAMPED IDA 90-66 1958.
 SV0609'
 SV0609'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN SQUARE
 SV0609'CONCRETE POSTS, EACH PROJECTING 4 INCHES AND STAMPED IDA 90-66
 SV0609'1958 NO 1 AND NO 2 RESPECTIVELY.
 SV0609
 SV0609                          STATION RECOVERY (1958)
 SV0609
 SV0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SV0609'0.6 MI E FROM POST FALLS.
 SV0609'0.6 MILE EAST FROM INTERSECTION OF U. S. HIGHWAY 10 AND SPOKANE AVENUE
 SV0609'IN POST FALLS, IN THE NORTHWEST CORNER OF A CULTIVATED FIELD, 49 FEET
 SV0609'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 10, 34 FEET EAST OF THE
 SV0609'CENTER LINE OF A GRAVEL ROAD, 12.6 FEET NORTHEAST OF A METAL WITNESS
 SV0609'POST AND SIGN, 6 FEET NORTHEAST OF A CONCRETE IRRIGATION BOX, SET IN A
 SV0609'SQUARE CONCRETE POST.  BENCH MARK IS 0.6 MILE EAST FROM POT RW 40
 SV0609'LOCATED AT THE POST FALLS GRAMMAR SCHOOL.
 SV0609
 SV0609                          STATION RECOVERY (1960)
 SV0609
 SV0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 SV0609'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 SV0609'FOUND TO BE IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 SV0609'REFERENCE MARK NO. 2 WAS OCCUPIED AT THIS TIME TO SEE STATION
 SV0609'IDA 90-671958.  THE LINE FROM THE TRUE STATION IS BLOCKED BY A
 SV0609'POWER POLE.
 SV0609
 SV0609                          STATION RECOVERY (1973)
 SV0609
 SV0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SV0609'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 SV0609'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND LAYING ON TOP OF THE
 SV0609'GROUND.  THE DISK WAS REMOVED FROM THE CONCRETE POST.  R.M. 3 WAS
 SV0609'ESTABLISHED.
 SV0609'
 SV0609'THE STATION IS 0.4 MILE EAST OF THE POST OFFICE IN POST FALLS,
 SV0609'ABOUT 100 YARDS NORTH OF THE PROPOSED LOCATION OF INTERSTATE
 SV0609'HIGHWAY 90 AND IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 SV0609'U.S. HIGHWAY 10 AND IDAHO STREET.
 SV0609'
 SV0609'TO REACH FROM THE POST OFFICE IN POST FALLS, GO EAST ON OLD
 SV0609'HIGHWAY 10 FOR 0.4 MILE TO IDAHO STREET AND THE STATION.
 SV0609'
 SV0609'THE STATION MARK, STAMPED IDA 90-66 1958, IS A STANDARD DISK SET
 SV0609'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 24 FEET
 SV0609'SOUTH OF THE SOUTH EDGE OF U.S. HIGHWAY 10, 36 FEET EAST OF THE
 SV0609'CENTER OF IDAHO STREET, 5-1/2 FEET EAST OF THE NORTHEAST CORNER OF
 SV0609'A CONCRETE SYPHON WEIR AND 1 FOOT NORTH OF THE PROJECTED NORTH
 SV0609'SIDE OF THE WEIR.  A METAL WITNESS POST WAS SET 1-1/2 FEET
 SV0609'NORTH OF THE MARK.
 SV0609'
 SV0609'REFERENCE MARK NO. 2, STAMPED IDA 90-66 NO 2 1958, IS A STANDARD DISK
 SV0609'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 18
 SV0609'FEET EAST OF THE CENTER OF IDAHO STREET, 16.2 FEET SOUTHWEST OF
 SV0609'THE SOUTHWEST CORNER OF THE SYPHON WEIR, 5.8 FEET WEST OF THE
 SV0609'BOTTOM OF A GUY WIRE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 SV0609'
 SV0609'REFERENCE MARK NO. 3, STAMPED IDA 90-66 1958 NO 3 1973, IS A
 SV0609'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2
 SV0609'INCHES.  IT IS 28 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 SV0609'CONCRETE WEIR, AND 1.7 FEET NORTHEAST OF A POWER POLE.
 SV0609'
 SV0609'TRIANGULATION STATION IDA 90-67 2 WILL SERVE AS AN AZIMUTH MARK
 SV0609'FOR THIS STATION.
 SV0609'
 SV0609'GEODETIC DISTANCE.
 SV0609'
 SV0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON EASTERN EDGE
 SV0609'OF POST FALLS.
 SV0609
 SV0609                          STATION RECOVERY (1977)
 SV0609
 SV0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SV0609'THE STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED.  REFERENCE
 SV0609'MARK NO. 2 EVIDENTLY WAS DESTROYED BY CONSTRUCTION EQUIPMENT.
 SV0609'MEASUREMENTS AND ANGLE INDICATE REFERENCE MARK NO. 3 WAS ALSO
 SV0609'DISTURBED ABOUT 2 CENTIMETERS.  REFERENCE MARK NO. 4 WAS
 SV0609'ESTABLISHED.
 SV0609'
 SV0609'THE STATION IS 0.25 MILE EAST OF THE POST OFFICE IN POST FALLS, ON
 SV0609'THE EAST SIDE OF IDAHO STREET, BETWEEN THE FREEWAY AND U.S. HIGHWAY
 SV0609'10.
 SV0609'
 SV0609'TO REACH FROM THE POST OFFICE IN POST FALLS, GO EAST ON U.S. HIGHWAY
 SV0609'10 FOR 0.25 MILE TO IDAHO STREET AND THE STATION IN THE SOUTHEAST
 SV0609'ANGLE OF THE INTERSECTION.  (IDAHO ST. PASSES OVER THE FREEWAY
 SV0609'ABOUT 100 YARDS SOUTH OF THE STATION).
 SV0609'
 SV0609'THE STATION MARK, STAMPED IDA 90 66 1958, IS A STANDARD DISK SET IN
 SV0609'A SQUARE CONCRETE POST FLUSH WITH THE GROUND, 68.5 FEET
 SV0609'WEST-NORTHWEST OF THE CENTER OF A 2-FOOT DIAMETER SEWER MANHOLE
 SV0609'COVER, 20.2 FEET SOUTH OF THE CURB ALONG THE SOUTH SIDE OF U.S.
 SV0609'HIGHWAY 10, 14.5 FEET EAST OF THE CURB ALONG THE EAST SIDE OF IDAHO
 SV0609'STREET, 10.4 FEET EAST-SOUTHEAST OF A 2-INCH VENT PIPE FOR A
 SV0609'GAS LINE AND 1.6 FEET SOUTHWEST OF A METAL WITNESS POST.
 SV0609'
 SV0609'REFERENCE MARK NO. 3, STAMPED IDA 90 66 1958 NO 3 1973, IS A
 SV0609'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND,
 SV0609'50.6 FEET WEST OF THE CENTER OF THE MANHOLE COVER, 43.2 FEET SOUTH
 SV0609'OF THE CURB ALONG U.S. HIGHWAY 10 AND 27.7 FEET EAST OF THE CURB
 SV0609'ALONG IDAHO STREET.
 SV0609'
 SV0609'REFERENCE MARK NO. 4, STAMPED IDA 90 66 1958 NO 4 1977, IS A STANDARD
 SV0609'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SV0609'23.3 FEET NORTH-NORTHWEST OF THE CENTER OF THE MAN HOLE COVER, 14.2
 SV0609'FEET SOUTHWEST OF THE CENTER OF A 1X2-FOOT STORM SEWER GRATE, 1
 SV0609'FOOT NORTHWEST OF A STREET LIGHT POLE AND ON TANGENT WITH THE
 SV0609'CENTER OF THE EAST-BOUND LANES OF U.S. HIGHWAY 10 WHEN LOOKING
 SV0609'EAST FROM THE MARK.
 SV0609'
 SV0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON EASTERN EDGE OF
 SV0609'POST FALLS.
 SV0609
 SV0609                          STATION RECOVERY (1979)
 SV0609
 SV0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SV0609'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 SV0609'CONDITION.  THE ANGLE AND DISTANCE COMPARED FAVORABLY WITH THE 1973
 SV0609'DATA.  REFERENCE MARK 4 WAS NOT FOUND AND ASSUMED DESTROYED WHEN THE
 SV0609'LIGHT POLE WAS REMOVED.  REFERENCE MARKS 5 AND 6 WERE ESTABLISHED AT
 SV0609'THIS DATE
 SV0609'
 SV0609'THE STATION IS LOCATED IN THE SOUTH EAST ANGLE OF THE INTERSECTION OF
 SV0609'SELTICE WAY AND IDAHO ST IN POST FALLS.
 SV0609'
 SV0609'TO REACH THE STATION FROM THE CITY HALL IN POST FALLS GO NORTH ON
 SV0609'SPOKANE ST FOR 0.1 MILE TO THE INTERSECTION OF 6TH AVE.  TURN RIGHT
 SV0609'AND GO EAST ON 6TH AVE FOR 0.5 MILE TO IDAHO ST.  TURN LEFT AND GO
 SV0609'NORTH ON IDAHO ST FOR 0.05 MILE TO THE INTERSECTION OF SELTICE WAY
 SV0609'AND THE STATION ON THE RIGHT.
 SV0609'
 SV0609'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SV0609'STAMPED---IDA 90-66 1958---SET INTO THE TOP OF A SQUARE CONCRETE
 SV0609'MONUMENT 30 CM (12 INCHES) ON SIDE LOCATED 4.3 METERS (14 FEET) E
 SV0609'FROM THE CURB ON IDAHO ST, 3.20 METERS (10.5 FEET) ESE FROM A GAS
 SV0609'LINE SIGN, AND 0.6 METER (2 FEET) SE FROM A METAL WITNESS POST.
 SV0609'
 SV0609'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV0609'STAMPED---IDA 90-66 1958 NO3 1973---SET INTO THE TOP OF A ROUND
 SV0609'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER LOCATED 9.8 METERS
 SV0609'(32 FEET) SE FROM THE METAL WITNESS DISK, 11.6 METERS (38 FEET) S
 SV0609'FROM THE CURB OF SELTICE WAY, 8.69 METERS (28.5 FEET) E FROM THE CURB
 SV0609'OF IDAHO ST, AND 0.6 METER (2 FEET) LOWER THAN THE STATION.
 SV0609'
 SV0609'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV0609'STAMPED---IDA 90-66 1958 NO5 1979---CEMENTED IN A DRILL HOLE IN THE
 SV0609'CURB ALONG SELTICE WAY LOCATED 12.04 METERS (39.5 FEET) E FROM A GAS
 SV0609'LINE SIGN, 9.60 METERS (31.5 FEET) ENE FROM A METAL WITNESS POST, AND
 SV0609'0.6 METER (2 FEET) HIGHER THAN THE STATION.
 SV0609'
 SV0609'REFERENCE MARK NO. 6 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV0609'STAMPED---IDA 90-66 1958 NO 6 1979---CEMENTED IN A DRILL HOLE IN
 SV0609'THE CURB ALONG IDAHO STREET LOCATED 11.3 METERS (37 FEET) S FROM THE
 SV0609'GAS LINE SIGN, 10.7 METERS (35 FEET) S FROM THE METAL WITNESS POST,
 SV0609'AND 0.6 METER (2 FEET) HIGHER THAN THE STATION.
 SV0609
 SV0609                          STATION RECOVERY (1979)
 SV0609
 SV0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SV0609'0.1 MILE NORTH ALONG SPOKANE ST FROM THE CITY HALL IN POST FALLS
 SV0609'THENCE 0.5 MILE EAST ALONG 6TH ST. TO IDAHO ST. THENCE NORTH FOR 0.05
 SV0609'MILE TO THE INTERSECTION OF SERTICE WAY 14 FEET EAST OF THE CURB ON
 SV0609'IDAHO STREET AND 10.5 FEET EAST-SOUTHEAST OF A GAS LINE VENT PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0608 ***********************************************************************
 SV0608  DESIGNATION -  IDA 90 66 RM 2
 SV0608  PID         -  SV0608
 SV0608  STATE/COUNTY-  ID/KOOTENAI
 SV0608  USGS QUAD   -  POST FALLS (1981)
 SV0608
 SV0608                         *CURRENT SURVEY CONTROL
 SV0608  ___________________________________________________________________
 SV0608* NAD 83(1992)-  47 42 48.69610(N)    116 56 13.83212(W)     ADJUSTED  
 SV0608* NAVD 88     -       666.843  (meters)    2187.80   (feet)  ADJUSTED  
 SV0608  ___________________________________________________________________
 SV0608  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 SV0608  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SV0608  DYNAMIC HT  -         666.876 (meters)    2187.91  (feet)  COMP
 SV0608  MODELED GRAV-     980,640.7   (mgal)                       NAVD 88
 SV0608
 SV0608  HORZ ORDER  -  SECOND
 SV0608  VERT ORDER  -  SECOND    CLASS 0
 SV0608
 SV0608.The horizontal coordinates were established by classical geodetic methods
 SV0608.and adjusted by the National Geodetic Survey in July 1992..
 SV0608
 SV0608.The orthometric height was determined by differential leveling
 SV0608.and adjusted by the National Geodetic Survey in June 1991..
 SV0608
 SV0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0608
 SV0608.The geoid height was determined by GEOID03.
 SV0608
 SV0608.The dynamic height is computed by dividing the NAVD 88
 SV0608.geopotential number by the normal gravity value computed on the
 SV0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0608.degrees latitude (g = 980.6199 gals.).
 SV0608
 SV0608.The modeled gravity was interpolated from observed gravity values.
 SV0608
 SV0608;                    North         East     Units Scale Factor Converg.
 SV0608;SPC ID W     -   672,599.758   710,923.779   MT  1.00003080   -0 52 41.9
 SV0608;UTM  11      - 5,284,462.616   504,712.305   MT  0.99960027   +0 02 47.3
 SV0608
 SV0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0608!SPC ID W     -   0.99989825  x   1.00003080  =   0.99992905
 SV0608!UTM  11      -   0.99989825  x   0.99960027  =   0.99949856
 SV0608
 SV0608|---------------------------------------------------------------------|
 SV0608| PID    Reference Object                     Distance      Geod. Az  |
 SV0608|                                                           dddmmss.s |
 SV0608| SV0609 IDA 90 66                             7.483 METERS 04448     |
 SV0608| SV1609 IDA 90 67 2                         APPROX. 0.7 KM 1480537.1 |
 SV0608|---------------------------------------------------------------------|
 SV0608
 SV0608                          SUPERSEDED SURVEY CONTROL
 SV0608
 SV0608  NAD 83(1986)-  47 42 48.69662(N)    116 56 13.83035(W) AD(       ) 2
 SV0608  NAD 27      -  47 42 49.04946(N)    116 56 10.11074(W) AD(       ) 2
 SV0608  NGVD 29 (??/??/92)  665.676  (m)         2183.97   (f) ADJ UNCH    2 0
 SV0608
 SV0608.Superseded values are not recommended for survey control.
 SV0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0608.See file dsdata.txt to determine how the superseded data were derived.
 SV0608
 SV0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0471284463(NAD 83)
 SV0608_MARKER: DB = BENCH MARK DISK
 SV0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0608_STAMPING: IDA 90-66 NO 2 1958
 SV0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0608+STABILITY: SURFACE MOTION
 SV0608
 SV0608  HISTORY     - Date     Condition        Report By
 SV0608  HISTORY     - 1958     MONUMENTED       CGS
 SV0608  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SV0608
 SV0608                          STATION DESCRIPTION
 SV0608
 SV0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0608'0.5 MI E FROM POST FALLS.
 SV0608'0.6 MILES EAST FROM THE INTERSECTION OF U. S. HIGHWAY 10 AND SPOKANE
 SV0608'AVENUE IN POST FALLS AT THE INTERSECTION WITH A GRAVEL ROAD, 119 FEET
 SV0608'SOUTH FROM THE CENTER LINE OF U.S. HIGHWAY 10, 34 FEET EAST FROM THE
 SV0608'CENTER LINE OF THE GRAVEL ROAD AND NEAR THE FENCE LINE 24.6 FEET SOUTH
 SV0608'OF TRAVERSE STATION IDA 90-66, SET IN A SQUARE CONCRETE POST.
 SV0608
 SV0608                          STATION RECOVERY (1960)
 SV0608
 SV0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 SV0608'SEE STATION IDA 90-66
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1142 ***********************************************************************
 SV1142  DESIGNATION -  IDA 90 66 RM 3
 SV1142  PID         -  SV1142
 SV1142  STATE/COUNTY-  ID/KOOTENAI
 SV1142  USGS QUAD   -  COEUR D'ALENE (1996)
 SV1142
 SV1142                         *CURRENT SURVEY CONTROL
 SV1142  ___________________________________________________________________
 SV1142* NAD 83(1986)-  47 42 41.     (N)    116 48 50.     (W)     SCALED    
 SV1142* NAVD 88     -       666.79   (meters)    2187.6    (feet)  RESET     
 SV1142  ___________________________________________________________________
 SV1142  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV1142
 SV1142  VERT ORDER  -  THIRD
 SV1142
 SV1142.The horizontal coordinates were scaled from a topographic map and have
 SV1142.an estimated accuracy of +/- 6 seconds.
 SV1142
 SV1142.The orthometric height was computed from unverified reset data.
 SV1142.No vertical observational check was made to the station.
 SV1142
 SV1142.The geoid height was determined by GEOID03.
 SV1142
 SV1142;                    North         East    Units  Estimated Accuracy
 SV1142;SPC ID W     -   672,230.      720,170.      MT  (+/- 180 meters Scaled)
 SV1142
 SV1142                          SUPERSEDED SURVEY CONTROL
 SV1142
 SV1142  NGVD 29 (03/27/06)  665.63   (m)         2183.8    (f) RESET       3  
 SV1142
 SV1142.Superseded values are not recommended for survey control.
 SV1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1142.See file dsdata.txt to determine how the superseded data were derived.
 SV1142
 SV1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN139842(NAD 83)
 SV1142_MARKER: DR = REFERENCE MARK DISK
 SV1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1142_SP_SET: CONCRETE POST
 SV1142_STAMPING: IDA 90-66 1958 NO 3 1973
 SV1142_MARK LOGO: NGS   
 SV1142_PROJECTION: FLUSH
 SV1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1142+STABILITY: SURFACE MOTION
 SV1142
 SV1142  HISTORY     - Date     Condition        Report By
 SV1142  HISTORY     - 1973     MONUMENTED       NGS
 SV1142  HISTORY     - 1980     GOOD             NGS
 SV1142
 SV1142                          STATION DESCRIPTION
 SV1142
 SV1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1142'0.9 KM (0.55 MI) EAST FROM POST FALLS.
 SV1142'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 SV1142'0.16 KM (0.10 MI) NORTH ALONG SPOKANE ST FROM THE CITY HALL IN POST
 SV1142'FALLS, THENCE 0.8 KM (0.50 MI) EAST ON 6TH STREET TO IDAHO STREET,
 SV1142'THENCE NORTH FOR 0.08 KM (0.05 MI) TO THE INTERSECTION OF SELTICEWAY,
 SV1142'11.6 M (38.1 FT) SOUTH OF THE CURB OF SELTICEWAY AND 8.7 M (28.5 FT)
 SV1142'EAST OF THE CURB OF IDAHO STREET.
 SV1142'THE MARK IS 104 METERS  SE FROM  A WITNESS POST
 SV1142'THE MARK IS 6.5 M BELOW STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1144 ***********************************************************************
 SV1144  DESIGNATION -  IDA 90 66 RM 5
 SV1144  PID         -  SV1144
 SV1144  STATE/COUNTY-  ID/KOOTENAI
 SV1144  USGS QUAD   -  COEUR D'ALENE (1996)
 SV1144
 SV1144                         *CURRENT SURVEY CONTROL
 SV1144  ___________________________________________________________________
 SV1144* NAD 83(1986)-  47 42 41.     (N)    116 48 50.     (W)     SCALED    
 SV1144* NAVD 88     -       667.41   (meters)    2189.7    (feet)  RESET     
 SV1144  ___________________________________________________________________
 SV1144  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV1144
 SV1144  VERT ORDER  -  THIRD
 SV1144
 SV1144.The horizontal coordinates were scaled from a topographic map and have
 SV1144.an estimated accuracy of +/- 6 seconds.
 SV1144
 SV1144.The orthometric height was computed from unverified reset data.
 SV1144.No vertical observational check was made to the station.
 SV1144
 SV1144.The geoid height was determined by GEOID03.
 SV1144
 SV1144;                    North         East    Units  Estimated Accuracy
 SV1144;SPC ID W     -   672,230.      720,170.      MT  (+/- 180 meters Scaled)
 SV1144
 SV1144                          SUPERSEDED SURVEY CONTROL
 SV1144
 SV1144  NGVD 29 (03/27/06)  666.24   (m)         2185.8    (f) RESET       3  
 SV1144
 SV1144.Superseded values are not recommended for survey control.
 SV1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1144.See file dsdata.txt to determine how the superseded data were derived.
 SV1144
 SV1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN139842(NAD 83)
 SV1144_MARKER: DR = REFERENCE MARK DISK
 SV1144_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SV1144_SP_SET: CURB
 SV1144_STAMPING: IDA 90-66 1958 NO 5 1979
 SV1144_MARK LOGO: NGS   
 SV1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1144
 SV1144  HISTORY     - Date     Condition        Report By
 SV1144  HISTORY     - 1979     MONUMENTED       NGS
 SV1144  HISTORY     - 1980     GOOD             NGS
 SV1144
 SV1144                          STATION DESCRIPTION
 SV1144
 SV1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1144'0.9 KM (0.55 MI) EAST FROM POST FALLS.
 SV1144'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 SV1144'0.16 KM (0.10 MI) NORTH ALONG SPOKANE STREET FROM THE CITY HALL IN
 SV1144'POST FALLS, THENCE 0.8 KM (0.50 MI) EAST ALONG 6TH STREET TO IDAHO
 SV1144'STREET, THENCE NORTH FOR 0.08 KM (0.05 MI) TO THE INTERSECTION OF
 SV1144'SELTICEWAY, 12.0 M (39.4 FT) EAST OF THE GASLINE VENT, IN THE CURB
 SV1144'ALONG SELTICEWAY.
 SV1144'THE MARK IS 9.4 METERS  ENE FROM  A WITNESS POST
 SV1144'THE MARK IS 0.2 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1758 ***********************************************************************
 SV1758  DESIGNATION -  IDA 90 66 RM 6
 SV1758  PID         -  SV1758
 SV1758  STATE/COUNTY-  ID/KOOTENAI
 SV1758  USGS QUAD   -  COEUR D'ALENE (1996)
 SV1758
 SV1758                         *CURRENT SURVEY CONTROL
 SV1758  ___________________________________________________________________
 SV1758* NAD 83(1986)-  47 42 41.     (N)    116 48 50.     (W)     SCALED    
 SV1758* NAVD 88     -       667.42   (meters)    2189.7    (feet)  RESET     
 SV1758  ___________________________________________________________________
 SV1758  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV1758
 SV1758  VERT ORDER  -  THIRD
 SV1758
 SV1758.The horizontal coordinates were scaled from a topographic map and have
 SV1758.an estimated accuracy of +/- 6 seconds.
 SV1758
 SV1758.The orthometric height was computed from unverified reset data.
 SV1758.No vertical observational check was made to the station.
 SV1758
 SV1758.The geoid height was determined by GEOID03.
 SV1758
 SV1758;                    North         East    Units  Estimated Accuracy
 SV1758;SPC ID W     -   672,230.      720,170.      MT  (+/- 180 meters Scaled)
 SV1758
 SV1758                          SUPERSEDED SURVEY CONTROL
 SV1758
 SV1758  NGVD 29 (03/27/06)  666.25   (m)         2185.9    (f) RESET       3  
 SV1758
 SV1758.Superseded values are not recommended for survey control.
 SV1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1758.See file dsdata.txt to determine how the superseded data were derived.
 SV1758
 SV1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN139842(NAD 83)
 SV1758_MARKER: DR = REFERENCE MARK DISK
 SV1758_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SV1758_SP_SET: CURB
 SV1758_STAMPING: IDA 90-66 1958 NO 6 1979
 SV1758_MARK LOGO: NGS   
 SV1758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1758
 SV1758  HISTORY     - Date     Condition        Report By
 SV1758  HISTORY     - 1979     MONUMENTED       NGS
 SV1758  HISTORY     - 1980     GOOD             NGS
 SV1758
 SV1758                          STATION DESCRIPTION
 SV1758
 SV1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1758'0.9 KM (0.55 MI) EAST FROM POST FALLS.
 SV1758'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 SV1758'0.16 KM (0.10 MI) NORTH ALONG SPOKANE STREET FROM THE CITY HALL IN
 SV1758'POST FALLS, THENCE 0.8 KM (0.50 MI) EAST ALONG 6TH STREET TO IDAHO
 SV1758'STREET, THENCE NORTH FOR 0.08 KM (0.05 MI) TO THE INTERSECTION OF
 SV1758'SELTICEWAY, TO THE MARK SET IN THE CURB ALONG IDAHO STREET, 11.3 M
 SV1758'(37.1 FT) SOUTH OF THE GASLINE VENT.
 SV1758'THE MARK IS 114 METERS  S FROM  A WITNESS POST
 SV1758'THE MARK IS 0.16 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1608 ***********************************************************************
 SV1608  DESIGNATION -  IDA 90 67
 SV1608  PID         -  SV1608
 SV1608  STATE/COUNTY-  ID/KOOTENAI
 SV1608  USGS QUAD   -  POST FALLS (1981)
 SV1608
 SV1608                         *CURRENT SURVEY CONTROL
 SV1608  ___________________________________________________________________
 SV1608* NAD 83(1992)-  47 42 24.48968(N)    116 55 56.37719(W)     ADJUSTED  
 SV1608* NAVD 88     -       694.     (meters)    2277.     (feet)  SCALED    
 SV1608  ___________________________________________________________________
 SV1608  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 SV1608  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 SV1608
 SV1608  HORZ ORDER  -  SECOND
 SV1608
 SV1608.The horizontal coordinates were established by classical geodetic methods
 SV1608.and adjusted by the National Geodetic Survey in July 1992..
 SV1608
 SV1608.The orthometric height was scaled from a topographic map.
 SV1608
 SV1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1608
 SV1608.The geoid height was determined by GEOID03.
 SV1608
 SV1608;                    North         East     Units Scale Factor Converg.
 SV1608;SPC ID W     -   671,846.651   711,276.161   MT  1.00003003   -0 52 28.7
 SV1608;UTM  11      - 5,283,715.615   505,076.638   MT  0.99960032   +0 03 00.2
 SV1608
 SV1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1608!SPC ID W     -   0.99989397  x   1.00003003  =   0.99992399
 SV1608!UTM  11      -   0.99989397  x   0.99960032  =   0.99949433
 SV1608
 SV1608|---------------------------------------------------------------------|
 SV1608| PID    Reference Object                     Distance      Geod. Az  |
 SV1608|                                                           dddmmss.s |
 SV1608| SV1609 IDA 90 67 2                         116.035 METERS 01606     |
 SV1608| CH6725 IDA 90 67 RM 1                        4.844 METERS 08737     |
 SV1608| CH6726 IDA 90 67 RM 2                        5.716 METERS 16923     |
 SV1608|---------------------------------------------------------------------|
 SV1608
 SV1608                          SUPERSEDED SURVEY CONTROL
 SV1608
 SV1608  NAD 83(1986)-  47 42 24.49016(N)    116 55 56.37525(W) AD(       ) 2
 SV1608  NAD 27      -  47 42 24.84313(N)    116 55 52.65756(W) AD(       ) 2
 SV1608
 SV1608.Superseded values are not recommended for survey control.
 SV1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1608.See file dsdata.txt to determine how the superseded data were derived.
 SV1608
 SV1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0507783716(NAD 83)
 SV1608_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1608_SETTING: 80 = SET IN A BOULDER
 SV1608_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SV1608
 SV1608  HISTORY     - Date     Condition        Report By
 SV1608  HISTORY     - 1958     MONUMENTED       CGS
 SV1608  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SV1608
 SV1608                          STATION DESCRIPTION
 SV1608
 SV1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1608'THE STATION IS ON THE HIGHEST POINT OF A LONE ROCKY BUTTE IN
 SV1608'THE SOUTHEAST SECTION OF POST FALLS, 0.5 MILE SOUTH OF U.S.
 SV1608'HIGHWAY 10 AND 0.6 MILE EAST OF THE INTERSECTION OF SPOKANE
 SV1608'STREET AND U.S. HIGHWAY 10.
 SV1608'
 SV1608'TO REACH FROM THE INTERSECTION OF SPOKANE STREET AND U.S.
 SV1608'HIGHWAY 10 IN POST FALLS GO EASTERLY ON U.S. HIGHWAY 10 FOR
 SV1608'0.6 MILE TO A GRAVELED ROAD RIGHT, SOUTH, TURN RIGHT AND GO
 SV1608'0.4 MILE TO THE FIRST ROAD SOUTH OF THE LAST RAILROAD TRACKS,
 SV1608'TURN LEFT, EAST, FOR 0.2 MILE TO THE BASE OF THE BUTTE AND
 SV1608'END OF TRUCK TRAVEL.  PACK SOUTH UP THE DRAW THENCE UP THE STEEP
 SV1608'SLOPE FOR ABOUT 5 MINUTES TO THE STATION SITE ON THE SUMMIT.
 SV1608'
 SV1608'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN CEMENT IN A
 SV1608'DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE,
 SV1608'AND STAMPED IDA 90-67 1958.
 SV1608'
 SV1608'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN CEMENT IN
 SV1608'DRILL HOLES IN OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE,
 SV1608'AND STAMPED IDA 90-67 1958 NO 1 AND NO 2 RESPECTIVELY.
 SV1608
 SV1608                          STATION RECOVERY (1960)
 SV1608
 SV1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 SV1608'THIS STATION WAS MOVED AT THE REQUEST OF MR. WALTER L. WOODWARD.
 SV1608'A WATER TANK WILL BE CONSTRUCTED ON THE HILL IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1610 ***********************************************************************
 SV1610  DESIGNATION -  IDA 90 68
 SV1610  PID         -  SV1610
 SV1610  STATE/COUNTY-  ID/KOOTENAI
 SV1610  USGS QUAD   -  POST FALLS (1981)
 SV1610
 SV1610                         *CURRENT SURVEY CONTROL
 SV1610  ___________________________________________________________________
 SV1610* NAD 83(1992)-  47 42 37.55090(N)    116 53 36.50762(W)     ADJUSTED  
 SV1610* NAVD 88     -       696.     (meters)    2283.     (feet)  SCALED    
 SV1610  ___________________________________________________________________
 SV1610  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 SV1610  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 SV1610
 SV1610  HORZ ORDER  -  SECOND
 SV1610
 SV1610.The horizontal coordinates were established by classical geodetic methods
 SV1610.and adjusted by the National Geodetic Survey in July 1992..
 SV1610
 SV1610.The orthometric height was scaled from a topographic map.
 SV1610
 SV1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1610
 SV1610.The geoid height was determined by GEOID03.
 SV1610
 SV1610;                    North         East     Units Scale Factor Converg.
 SV1610;SPC ID W     -   672,206.229   714,197.649   MT  1.00002377   -0 50 45.4
 SV1610;UTM  11      - 5,284,122.122   507,990.701   MT  0.99960078   +0 04 43.7
 SV1610
 SV1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1610!SPC ID W     -   0.99989365  x   1.00002377  =   0.99991742
 SV1610!UTM  11      -   0.99989365  x   0.99960078  =   0.99949447
 SV1610
 SV1610|---------------------------------------------------------------------|
 SV1610| PID    Reference Object                     Distance      Geod. Az  |
 SV1610|                                                           dddmmss.s |
 SV1610| CH6729 IDA 90 68 RM 1                        9.658 METERS 10733     |
 SV1610| CH6730 IDA 90 68 RM 2                       25.405 METERS 30806     |
 SV1610|---------------------------------------------------------------------|
 SV1610
 SV1610                          SUPERSEDED SURVEY CONTROL
 SV1610
 SV1610  NAD 83(1986)-  47 42 37.55176(N)    116 53 36.50530(W) AD(       ) 2
 SV1610  NAD 27      -  47 42 37.90171(N)    116 53 32.79101(W) AD(       ) 2
 SV1610
 SV1610.Superseded values are not recommended for survey control.
 SV1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1610.See file dsdata.txt to determine how the superseded data were derived.
 SV1610
 SV1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0799184122(NAD 83)
 SV1610_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1610_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SV1610
 SV1610  HISTORY     - Date     Condition        Report By
 SV1610  HISTORY     - 1958     MONUMENTED       CGS
 SV1610  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SV1610  HISTORY     - 1967     GOOD             IDDH
 SV1610  HISTORY     - 1973     MARK NOT FOUND   NGS
 SV1610
 SV1610                          STATION DESCRIPTION
 SV1610
 SV1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1610'THE STATION IS 0.15 MILE NORTHEAST OF THE INTERSECTION OF U.S.
 SV1610'HIGHWAY 10 AND STATE ROUTE 41 ON A PROMINENT GRASSY BUTTE
 SV1610'OVERLOOKING THE INTERSECTION.  IT IS 70 FEET EAST AND 6 FEET
 SV1610'NORTH OF THE SOUTHWEST CORNER OF A CULTIVATED FIELD.
 SV1610'
 SV1610'FROM THE INTERSECTION OF U.S. HIGHWAY 10 AND STATE ROUTE 41
 SV1610'GO NORTH ON STATE ROUTE 41 FOR 0.45 MILE TO A GRADED ROAD RIGHT,
 SV1610'TURN RIGHT, EAST, FOR 0.15 MILE THENCE NORTH FOR 0.4 MILE
 SV1610'FOLLOWING THE MAIN TRAVELED ROAD UP THE WEST SIDE OF THE
 SV1610'RIDGE THENCE EASTERLY ACROSS A CULTIVATED FIELD TO A THREE-WAY
 SV1610'FENCE CORNER AND A WIRE GATE TO THE WEST OF THE NORTH-SOUTH
 SV1610'FENCE LINE.  PASSING THROUGH THE GATE FOLLOW ALONG THE EAST
 SV1610'EDGE OF THE FIELD, SOUTH, FOR 0.1 MILE TO A BORDER OF TREES
 SV1610'FORMING A CORNER WITH THE FENCE LINE, TURN RIGHT, WEST, AND GO 0.2
 SV1610'MILE ALONG THE TREES TO THEIR CORNER, TURN LEFT, SOUTH, FOR
 SV1610'0.2 MILE TO ANOTHER CORNER OF THE FIELD THENCE TURN
 SV1610'RIGHT, WEST, THENCE SOUTH ACROSS THE CULTIVATED FIELD FOR
 SV1610'0.3 MILE TO ITS SOUTHWEST CORNER AND THE STATION SITE.
 SV1610'DURING WET WEATHER THE STATION SHOULD BE REACHED BY
 SV1610'PACKING FROM THE INTERSECTION, UP THE STEEP SLOPE TO THE FENCE
 SV1610'LINE AND THE STATION SITE.  ABOUT A 10 MINUTE PACK.
 SV1610'
 SV1610'THE STATION AND UNDERGROUND MARKS ARE STANDARD TRAVERSE DISKS
 SV1610'WITH THE SURFACE MARK SET IN A SQUARE CONCRETE POST FLUSH
 SV1610'WITH THE SURFACE AND STAMPED IDA 90-68 1958.
 SV1610'
 SV1610'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN SQUARE
 SV1610'CONCRETE POSTS PROJECTING 2 INCHES AND STAMPED IDA 90-68
 SV1610'1958 NO 1 AND NO 2 RESPECTIVELY.
 SV1610
 SV1610                          STATION RECOVERY (1960)
 SV1610
 SV1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 SV1610'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 SV1610'AND FOUND TO BE IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED
 SV1610'AT THIS DATE.
 SV1610
 SV1610                          STATION RECOVERY (1967)
 SV1610
 SV1610'RECOVERY NOTE BY ID DEPT OF HIGHWAYS 1967
 SV1610'THE IDAHO STATE HIGHWAY DEPARTMENT REPORTS THAT THIS STATION WILL BE
 SV1610'DESTROYED BY CONSTRUCTION ON THE INTERSTATE HIGHWAY IN THE NEAR
 SV1610'FUTURE.  TO MOVE THE STATION TO A SAFE LOCATION WOULD BE OF NO
 SV1610'BENEFIT TO THE HIGHWAY DEPARTMENT, BECAUSE OF OBSTRUCTIONS.  IN VIEW
 SV1610'OF THIS, AND THE FACT THAT BASIC CONTROL POINTS ARE PLENTIFUL
 SV1610'IN THE AREA, IT WAS DECIDED TO ALLOW THE STATION TO BE
 SV1610'DESTROYED.  WHEN THE BRIDGES ARE IN, THE IDAHO STATE HIGHWAY
 SV1610'DEPARTMENT INTENDS TO ESTABLISH A NEW HORIZONTAL CONTROL
 SV1610'POINT IN THE VICINITY.
 SV1610
 SV1610                          STATION RECOVERY (1973)
 SV1610
 SV1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SV1610'NONE OF THE MARKS WERE FOUND, AND IT IS PRESUMED THAT THEY WERE
 SV1610'DESTROYED DURING CONSTRUCTION OF INTERSTATE HIGHWAY 90.  A NEW
 SV1610'STATION, IDA 90-68 RESET WAS ESTABLISHED ON THE SAME HILL.
 SV1610'
 SV1610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF
 SV1610'COEUR D ALENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1611 ***********************************************************************
 SV1611  DESIGNATION -  IDA 90 68 RESET
 SV1611  PID         -  SV1611
 SV1611  STATE/COUNTY-  ID/KOOTENAI
 SV1611  USGS QUAD   -  POST FALLS (1981)
 SV1611
 SV1611                         *CURRENT SURVEY CONTROL
 SV1611  ___________________________________________________________________
 SV1611* NAD 83(1992)-  47 42 38.49819(N)    116 53 29.67778(W)     ADJUSTED  
 SV1611* NAVD 88     -       696.     (meters)    2283.     (feet)  SCALED    
 SV1611  ___________________________________________________________________
 SV1611  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 SV1611  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 SV1611
 SV1611  HORZ ORDER  -  THIRD
 SV1611
 SV1611.The horizontal coordinates were established by classical geodetic methods
 SV1611.and adjusted by the National Geodetic Survey in July 1992..
 SV1611.No horizontal observational check was made to the station.
 SV1611
 SV1611.The orthometric height was scaled from a topographic map.
 SV1611
 SV1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1611
 SV1611.The geoid height was determined by GEOID03.
 SV1611
 SV1611;                    North         East     Units Scale Factor Converg.
 SV1611;SPC ID W     -   672,233.383   714,340.437   MT  1.00002347   -0 50 40.3
 SV1611;UTM  11      - 5,284,151.564   508,132.971   MT  0.99960081   +0 04 48.7
 SV1611
 SV1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1611!SPC ID W     -   0.99989365  x   1.00002347  =   0.99991712
 SV1611!UTM  11      -   0.99989365  x   0.99960081  =   0.99949450
 SV1611
 SV1611|---------------------------------------------------------------------|
 SV1611| PID    Reference Object                     Distance      Geod. Az  |
 SV1611|                                                           dddmmss.s |
 SV1611| CH6731 IDA 90 68 RESET RM 3                 25.824 METERS 18452     |
 SV1611| CH6733 IDA 90 68 RESET RM 5                               2711951.6 |
 SV1611| CH6732 IDA 90 68 RESET RM 4                 16.874 METERS 27412     |
 SV1611|---------------------------------------------------------------------|
 SV1611
 SV1611                          SUPERSEDED SURVEY CONTROL
 SV1611
 SV1611  NAD 83(1986)-  47 42 38.49909(N)    116 53 29.67540(W) AD(       ) 3
 SV1611  NAD 27      -  47 42 38.84895(N)    116 53 25.96360(W) AD(       ) 3
 SV1611
 SV1611.Superseded values are not recommended for survey control.
 SV1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1611.See file dsdata.txt to determine how the superseded data were derived.
 SV1611
 SV1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0813384152(NAD 83)
 SV1611_MARKER: DS = TRIANGULATION STATION DISK
 SV1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SV1611_STAMPING: IDA 90 - 68 RESET 1973
 SV1611_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1611+STABILITY: SURFACE MOTION
 SV1611
 SV1611  HISTORY     - Date     Condition        Report By
 SV1611  HISTORY     - 1973     MONUMENTED       NGS
 SV1611  HISTORY     - 19810615 GOOD             NGS
 SV1611
 SV1611                          STATION DESCRIPTION
 SV1611
 SV1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SV1611'THIS STATION WAS ESTABLISHED TO REPLACE IDA 90-68 1958, WHICH HAS
 SV1611'BEEN DESTROYED.
 SV1611'
 SV1611'THE STATION IS ABOUT 5 MILES WEST OF COEUR DALENE, 2 MILES EAST
 SV1611'OF POST FALLS, 0.1 MILE EAST OF THE INTERSECTION OF INTERSTATE
 SV1611'HIGHWAY 90 AND STATE HIGHWAY 41, ON THE TOP OF A CUT ON THE NORTH
 SV1611'SIDE OF AND ABOUT 100 FEET HIGHER THAN INTERSTATE HIGHWAY 90 AND
 SV1611'ON THE SOUTH SIDE OF GEORGE NUEFELDS PRIVATE LANDING STRIP.
 SV1611'
 SV1611'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND U.S.
 SV1611'HIGHWAY 95 AT COEUR DALENE, GO WEST ON I-90 FOR 4.8 MILES, THEN
 SV1611'NORTH ON STATE HIGHWAY 41 FOR 0.3 MILE.  TURN RIGHT ON A PRIVATE
 SV1611'ROAD AND GO ABOUT 50 YARDS TO MR. GEORGE NUEFELDS RESIDENCE ON
 SV1611'THE LEFT.  (OBTAIN KEY), CONTINUE 0.1 MILE TO LOCKED GATE.  PASS
 SV1611'THROUGH THE GATE AND FOLLOW THE MAIN ROAD FOR 0.4 MILE TO THE
 SV1611'EDGE OF MR. NUEFELDS PRIVATE AIRSTRIP.  GO EAST ALONG THE SOUTH
 SV1611'SIDE OF THE AIRSTRIP 0.1 MILE TO THE STATION.
 SV1611'
 SV1611'THE STATION MARK, STAMPED IDA 90-68 RESET 1973, IS A STANDARD DISK
 SV1611'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS ABOUT
 SV1611'200 YARDS SOUTHEAST OF THE TREES AT THE WEST END OF THE LANDING
 SV1611'STRIP AND CULTIVATED FIELD, 87.5 FEET NORTH OF A RIGHT-OF-WAY
 SV1611'FENCE POST WITH TWO DIAGONAL BRACES AND A WITNESS POST SIGN,
 SV1611'AND 8 FEET SOUTH OF THE SOUTH EDGE OF THE CULTIVATED FIELD.  THE
 SV1611'RIGHT-OF-WAY FENCE FOR INTERSTATE HIGHWAY 90 SETS ON A BENCH
 SV1611'ABOUT 16 FEET LOWER THAN THE STATION.
 SV1611'
 SV1611'REFERENCE MARK NO. 3, STAMPED IDA 90-68 RESET NO 3 1973, IS A
 SV1611'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 SV1611'IT IS ABOUT 150 FEET NORTH OF AND 80 FEET HIGHER THAN INTERSTATE
 SV1611'HIGHWAY 90, ON THE BENCH 16 FEET LOWER THAN THE STATION, AND 2.7
 SV1611'FEET NORTH OF THE POST WITH TWO DIAGONAL BRACES AND A WITNESS
 SV1611'POST SIGN.
 SV1611'
 SV1611'REFERENCE MARK NO. 4 IS AN IDAHO STATE HIGHWAY RIGHT OF WAY DISK
 SV1611'STAMPED 90-68 AUX, WITH A CROSS IN THE CENTER, SET IN A 6-INCH
 SV1611'DIAMETER CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS AT THE
 SV1611'TOP OF THE CUT BANK, ABOUT 1.5 FEET LOWER THAN THE LANDING STRIP
 SV1611'AND 1 FOOT LOWER THAN THE STATION MARK.
 SV1611'
 SV1611'REFERENCE MARK NO. 5 IS ABOUT 0.7 MILE WEST OF THE STATION, 59
 SV1611'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 10, 23.5 FEET NORTH OF
 SV1611'THE NORTH RAIL OF THE RAILROAD, 1 FOOT NORTH OF A METAL WITNESS
 SV1611'POST, ABOUT 4 FEET HIGHER THAN THE HIGHWAY AND 3 FEET HIGHER THAN
 SV1611'THE RAILROAD TRACK.  THE MARK IS A STANDARD DISK, STAMPED IDA
 SV1611'90-68 RESET NO 5 1973, SET IN A ROUND CONCRETE POST WHICH
 SV1611'PROJECTS 1 INCH.
 SV1611'
 SV1611'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE
 SV1611'HIGHWAY 41, (ABOUT 0.1 MILE WEST OF THE STATION), GO SOUTH 0.05
 SV1611'MILE, TURN RIGHT AND GO WEST ON OLD U.S. HIGHWAY 10 FOR 0.6
 SV1611'MILE TO THE AZIMUTH MARK (REFERENCE MARK NO. 5) ON THE LEFT.
 SV1611'
 SV1611'DISTANCES TO IDA 90-66, RM 5, AND IDA 96-67-21 ARE GEODETIC DISTANCES.
 SV1611'
 SV1611'NEAREST TOWN--COEUR D ALENE.
 SV1611
 SV1611                          STATION RECOVERY (1981)
 SV1611
 SV1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 SV1611'THE STATION MARK REFERENCE MARK 3 AND REFERENCE MARK 4 WERE RECOVERED
 SV1611'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 SV1611'COMPARED FAVORABLY WITH THE 1973 DATA.  REFERENCE MARKS 5 ( AZIMUTH
 SV1611'MARK) HAS BEEN DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 SV1611' 
 SV1611'STATION IS LOCATED ABOUT 2.05 KM (1.25 MI) W OF COEUR D ALENE, 3.2 KM
 SV1611'(2.00 MI) E OF POST FALLS AT THE TOP OF A 100 FT (30.5 M) CUT ALONG
 SV1611'THE N SIDE OF INTERSTATE HIGHWAY 90.  TO REACH THE STATION FROM THE
 SV1611'U.S HIGHWAY 95 AND INTERSTATE HIGHWAY 90 IN COEUR D ALENE GO W ON
 SV1611'INTERSTATE HIGHWAY 90 FOR 7.72 KM (4.80 MI) TO THE JUNCTION OF STATE
 SV1611'HIGHWAY 41.  TURN RIGHT AND GO N ON STATE HIGHWAY 41 FOR 0.48 KM (0.30
 SV1611'MI) TO A CROSSROAD.  TURN RIGHT AND GO EASTERLY ON ROYAL DRIVE FOR
 SV1611'0.80 KM (0.50 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT ON HIGHLAND DRIVE
 SV1611'AND GO SOUTHERLY FOR 0.64 KM (0.40 MI) TO THE END OF THE PAVEMENT.
 SV1611'CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR 0.08 KM (0.05 MI) TO A
 SV1611'T-INTERSECTION.  TURN RIGHT AND GO WESTERLY FOR 0.40 KM (0.25 MI) TO A
 SV1611'T-INTERSECTION, TURN LEFT AND GO SOUTHERLY FOR 0.16 KM (0.10 MI) TO
 SV1611'THE OLD GRAVELED AIR STRIP.  CONTINUE AHEAD SE FOR 0.16 KM (0.10 MI)
 SV1611'TO A HIGH POINT AND THE STATION.
 SV1611' 
 SV1611'THE STATION IS A STANDARD NGS DISK STAMPED---IDA 90 - 68 RESET
 SV1611'1973---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (25
 SV1611'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 26.76
 SV1611'METERS (87.80 FT) N FROM THE RIGT-OF-WAY FENCE, 0.91 METERS (2.99 FT)
 SV1611'N FROM A METAL WITNESS POST.
 SV1611' 
 SV1611'REFERENCE MARK NO 3, IS A STANDARD NGS DISK STAMPED---IDA 90 - 68
 SV1611'RESET NO 3 1973---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10
 SV1611'INCHES (25 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 SV1611'0.9 METERS (3.0 FT) N FROM THE RIGHT OF WAY FENCE AT A DOUBLE BRACED
 SV1611'POST AND 5.49 METERS (18.01 FT) LOWER THAN THE STATION.
 SV1611' 
 SV1611'REFERENCE MARK NO 4, IS A STANDARD IDAHO DOT DISK STAMPED---90 - 68
 SV1611'AUX---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 6 INCHES (15
 SV1611'CM) IN DIAMETER, PROJECTING 8 INCHES (20 CM) ABOVE THE GROUND.  THE
 SV1611'STATION IS LOCATED 17.07 METERS (56.00 FT) W FROM THE METAL WITNESS
 SV1611'POST AND 0.61 METERS (2.00 FT) LOWER THAN THE STATION.
 SV1611' 
 SV1611'AZIMUTH MARK NO 2, IS A STANDARD NGS DISK STAMPED---IDA 90 - 68 RESET
 SV1611'1973 NO 2 1981---, SET IN A DRILL HOLE IN THE CURB IN THE SE ANGLE OF
 SV1611'THE INTERSECTION.  THE STATION IS LOCATED 39 METERS (128.0 FT) N FROM
 SV1611'THE N RAIL OF THE RAILROAD TRACK, 11.6 METERS (38.1 FT) S FROM THE
 SV1611'CENTERLINE OF SELTICE WAY, 9.4 METERS (30.8 FT) E FROM THE CENTER OF
 SV1611'THE ROAD LEADING SOUTH.  TO REACH THE AZIMUTH MARK FROM THE POST
 SV1611'OFFICE IN POST FALLS GO E ON SELTICE WAY FOR 2.41 KM (1.50 MI) TO A
 SV1611'SIDE ROAD RIGHT AND THE MARK IN THE CURB AT THE SE ANGLE OF THE
 SV1611'INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0587 ***********************************************************************
 SV0587  DESIGNATION -  IDA 90 69
 SV0587  PID         -  SV0587
 SV0587  STATE/COUNTY-  ID/KOOTENAI
 SV0587  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0587
 SV0587                         *CURRENT SURVEY CONTROL
 SV0587  ___________________________________________________________________
 SV0587* NAD 83(1992)-  47 42 01.08008(N)    116 49 18.66387(W)     ADJUSTED  
 SV0587* NAVD 88     -       669.732  (meters)    2197.28   (feet)  ADJUSTED  
 SV0587  ___________________________________________________________________
 SV0587  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 SV0587  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV0587  DYNAMIC HT  -         669.756 (meters)    2197.36  (feet)  COMP
 SV0587  MODELED GRAV-     980,626.2   (mgal)                       NAVD 88
 SV0587
 SV0587  HORZ ORDER  -  THIRD
 SV0587  VERT ORDER  -  SECOND    CLASS 0
 SV0587
 SV0587.The horizontal coordinates were established by classical geodetic methods
 SV0587.and adjusted by the National Geodetic Survey in July 1992..
 SV0587
 SV0587.The orthometric height was determined by differential leveling
 SV0587.and adjusted by the National Geodetic Survey in June 1991..
 SV0587
 SV0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0587
 SV0587.The geoid height was determined by GEOID03.
 SV0587
 SV0587.The dynamic height is computed by dividing the NAVD 88
 SV0587.geopotential number by the normal gravity value computed on the
 SV0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0587.degrees latitude (g = 980.6199 gals.).
 SV0587
 SV0587.The modeled gravity was interpolated from observed gravity values.
 SV0587
 SV0587;                    North         East     Units Scale Factor Converg.
 SV0587;SPC ID W     -   671,003.067   719,556.363   MT  1.00001283   -0 47 34.2
 SV0587;UTM  11      - 5,283,006.059   513,365.892   MT  0.99960220   +0 07 54.4
 SV0587
 SV0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0587!SPC ID W     -   0.99989779  x   1.00001283  =   0.99991062
 SV0587!UTM  11      -   0.99989779  x   0.99960220  =   0.99950003
 SV0587
 SV0587:                Primary Azimuth Mark                     Grid Az
 SV0587:SPC ID W     -  L 352                                    084 07 42.3
 SV0587:UTM  11      -  L 352                                    083 12 13.7
 SV0587
 SV0587|---------------------------------------------------------------------|
 SV0587| PID    Reference Object                     Distance      Geod. Az  |
 SV0587|                                                           dddmmss.s |
 SV0587| SV0586 L 352                                              0832008.1 |
 SV0587| SV0589 IDA 90 69 RM 2                       23.136 METERS 27229     |
 SV0587| SV0588 IDA 90 69 RM 1                        4.995 METERS 33923     |
 SV0587|---------------------------------------------------------------------|
 SV0587
 SV0587                          SUPERSEDED SURVEY CONTROL
 SV0587
 SV0587  NAD 83(1986)-  47 42 01.08318(N)    116 49 18.65439(W) AD(       ) 3
 SV0587  NAD 27      -  47 42 01.42409(N)    116 49 14.97608(W) AD(       ) 3
 SV0587  NGVD 29 (??/??/92)  668.573  (m)         2193.48   (f) ADJ UNCH    2 0
 SV0587
 SV0587.Superseded values are not recommended for survey control.
 SV0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0587.See file dsdata.txt to determine how the superseded data were derived.
 SV0587
 SV0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN1336683006(NAD 83)
 SV0587_MARKER: DS = TRIANGULATION STATION DISK
 SV0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0587_STAMPING: IDA 90-69 1958
 SV0587_MARK LOGO: CGS   
 SV0587_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0587+STABILITY: SURFACE MOTION
 SV0587
 SV0587  HISTORY     - Date     Condition        Report By
 SV0587  HISTORY     - 1958     MONUMENTED       CGS
 SV0587  HISTORY     - 1958     GOOD             CGS
 SV0587  HISTORY     - 1967     SEE DESCRIPTION  IDDT
 SV0587  HISTORY     - 1983     GOOD             NGS
 SV0587  HISTORY     - 19830920 GOOD             NGS
 SV0587
 SV0587                          STATION DESCRIPTION
 SV0587
 SV0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV0587'THE STATION IS ABOUT 2-1/2 MILES NORTHWEST OF COEUR D ALENE,
 SV0587'0.5 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF U.S.
 SV0587'HIGHWAY 10 AND U.S. HIGHWAY 95 ALT. AND JUST NORTH OF A GRAVEL
 SV0587'STOCK PILE.
 SV0587'
 SV0587'TO REACH FROM THE CITY HALL AT COEUR D ALENE GO WESTERLY ON
 SV0587'U.S. HIGHWAY 10 FOR 2.1 MILES TO A RAILROAD OVERPASS, AZIMUTH
 SV0587'MARK IS AT THIS POINT, CONTINUE ON ALONG U.S. HIGHWAY 10
 SV0587'FOR 0.2 MILE TO A CROSS ROAD.  TURN LEFT, SOUTH, ACROSS THE
 SV0587'EAST BOUND TRAFFIC LANE, THENCE RIGHT, WEST, 0.05 MILE TO
 SV0587'STATION IN A GROUP OF PINE TREES.
 SV0587'
 SV0587'THE STATION AND UNDERGROUND MARK, STAMPED IDA 90-69 1958, ARE
 SV0587'STANDARD DISKS SET IN A 10 INCH CONCRETE PIPE FILLED WITH
 SV0587'CONCRETE.  THE STATION IS 91 FEET SOUTH-SOUTHEAST OF THE
 SV0587'CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 8 FEET EAST OF A
 SV0587'METAL WITNESS POST WITH SIGN, 7 FEET SOUTHWEST OF A TELEPHONE
 SV0587'POLE, AND 5-1/2 FEET NORTHEAST OF A 24 INCH PINE TREE WITH A
 SV0587'TRIANGLE BLAZE ON IT.
 SV0587'
 SV0587'REFERENCE MARK NO. 1, STAMPED IDA 90-69 NO 1 1958, IS A STANDARD
 SV0587'DISK SET IN CONCRETE IN THE TOP OF A 10 INCH CONCRETE PIPE
 SV0587'PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE STATION.
 SV0587'
 SV0587'REFERENCE MARK NO. 2, STAMPED IDA 90-69 NO 2 1958, IS A STANDARD
 SV0587'DISK SET IN CONCRETE IN THE TOP OF A 10 INCH CONCRETE PIPE
 SV0587'PROJECTING 5 INCHES AND ABOUT LEVEL WITH THE STATION.
 SV0587'
 SV0587'THE AZIMUTH MARK, STAMPED L 352 1952, IS A STANDARD BENCH MARK
 SV0587'DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT OF A
 SV0587'RAILROAD OVERPASS, AND IS 13 FEET NORTHEAST OF THE CENTERLINE
 SV0587'OF THE WEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 10.
 SV0587
 SV0587                          STATION RECOVERY (1958)
 SV0587
 SV0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SV0587'2.3 MI NW FROM COEUR DALENE.
 SV0587'TO REACH FROM THE CITY HALL AT COEUR DALENE GO WESTERLY ON U. S.
 SV0587'HIGHWAY 10 FOR 2.1 MILES TO A RAILROAD OVERPASS, AZIMUTH MARK IS AT
 SV0587'THIS POINT, CONTINUE ON ALONG U. S. HIGHWAY 10 FOR 0.2 MILE TO A CROSS
 SV0587'ROAD.  TURN LEFT, SOUTH, ACROSS THE EAST BOUND TRAFFIC LANE, THENCE
 SV0587'RIGHT, WEST, 0.05 MILE TO STATION IN A GROUP OF PINE TREES. THE
 SV0587'STATION AND UNDERGROUND MARK, STAMPED IDA 90-69 1958, ARE STANDARD
 SV0587'DISKS SET IN A 10-INCH CONCRETE PIPE FILLED WITH CONCRETE. THE STATION
 SV0587'IS 91 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC
 SV0587'LANE, 8 FEET EAST OF A METAL WITNESS POST WITH SIGN, 7 FEET SOUTHWEST
 SV0587'OF A TELEPHONE POLE, AND 5-1/2 FEET NORTHEAST OF A 24-INCH PINE TREE
 SV0587'WITH A TRIANGLE BLAZE ON IT, 75.90 FEET NORTHEAST OF R. M. 2, 16.38
 SV0587'FEET SOUTHEAST OF R. M. 1, SET IN THE TOP OF A CONCRETE POST.
 SV0587
 SV0587                          STATION RECOVERY (1967)
 SV0587
 SV0587'RECOVERY NOTE BY ID DEPT OF TRANSP 1967
 SV0587'THE IDAHO STATE HIGHWAY DEPARTMENT REPORTS ALL MARKS IN GOOD
 SV0587'CONDITION.
 SV0587
 SV0587                          STATION RECOVERY (1983)
 SV0587
 SV0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0587'3.38 KM (2.1 MI) NORTHWEST ALONG BUSINESS ROUTE 90 FROM THE OLD CITY
 SV0587'HALL AT THE INTERSECTION OF 41ST. AND SHERMAN AVE IN DOWN TOWN
 SV0587'COVERED ALENE TO A RAILROAD CROSSING THENCE NORTH ON BUISNESS ROUTE
 SV0587'90 FOR 0.32 KM (0.2 MI) TO A CROSSROAD THENCE LEFT WEST ALONG OLD
 SV0587'HIGHWAY 10 FOR 0.8 KM (0.5 MI) TO A RAILROAD OVERPASS , THENCE WEST
 SV0587'FOR 0.32 KM (0.2 MI) TO A POINT WHERE THE ROAD BECOMES FOUR LANES AND
 SV0587'A CROSSROAD THENCE LEFT SOUTH FOR 0.08 KM (0.05 MI) CROSSING THE EAST
 SV0587'ROUND LANE TO A GRAVEL ROAD THENCE RIGHT WEST ALONG THE GRAVEL ROAD
 SV0587'FOR 0.08 KM (0.05 MI) TO THE MARK ON THE LEFT. 15.5 M (51 FT) SOUTH
 SV0587'OF THE CENTER OF THE GRAVEL ROAD, 10.7 M (35 FT) NORTH OF A LOG
 SV0587'STORAGE PILE 2.4 M (8 FT) SOUTHEAST OF A METAL WITNESS POST AND 1.7 M
 SV0587
 SV0587                          STATION RECOVERY (1983)
 SV0587
 SV0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 SV0587'THE STATION MARK AND RM 1 WERE RECOVERED IN GOOD COONDITION.  THE
 SV0587'DISTANCE AND DIRECTION TO IT COMPARE FAVORABLY WITH THE 1958 DATA. RM
 SV0587'2 AND THE AZ MK, BM L 352, HVE BEEN DESTROYED A NEW RM 3 AND AN AZ MK
 SV0587'2 WERE ESTABLISHED THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS. THE
 SV0587'STATION IS LOCATED ABOUT 2.5 MILES (4.0 KM) NW OF COEUR D ALENE, 4
 SV0587'MILES (6.4 KM) E OF POST FALLS AND ON ROAD RIGHT OF WAY FOR OLD U S
 SV0587'HWY 10 AT A LOG YARD.  TO REACH THE STATION FROM THE OLD CITY HALL
 SV0587'BUILDING AT THE INTERSTATE OF 4TH ST AND SHERMAN AVENUE IN DOWNTOWN
 SV0587'COEUR D ALENE GO W ON BUSINESS LOOP 90, FOR 2.1 MILE (3.4 KM) TO A
 SV0587'RAILROAD CROSSING CONTINUE AHEAD FOR 0.1 MILE (0.2 KM) TO A CROSS
 SV0587'ROAD, TURN LEFT AND GO W ON OLD U S HWY 70 FOR 0.5 MILE (0.8 KM) TO A
 SV0587'RAILROAD OVERPASS.  CONTINUE W FOR 0.2 MILES (0.3 KM) TO A SIDE ROAD
 SV0587'LEFT.  TURN LEFT CROSSING THE E BOUND LANES FOR 0.05 MILE (0.08 KM) TO
 SV0587'WHERE THE GRAVEL ROAD TURNS W ALONG THE N SIDE OF A YARD LOG. TURN
 SV0587'RIGHT AND GO W FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT.
 SV0587' 
 SV0587'THE STATION IS A STANDARD CGS, DISK STAMPED---IDA 90-69 1958--, SET
 SV0587'INTO THE TOP IF A ROUND CONCRETE MONUMENT, 10 INCHES (30 CM) IN
 SV0587'DIAMETER, PROJECTING 4 INCHES (7 CM) ABOVE THE GROUND.  THE STATION IS
 SV0587'LOCATED 51 FT (15.5 M) S FROM THE CENTERLINE OF GRAVEL ROAD TO LOG
 SV0587'YARD, 35 FT (10.7 M) N FROM LOG STORAGE PILE, 8 FT (2.4 M) SE FROM THE
 SV0587'METAL WITNESS POST, 5.5 FT (1.7 M) E FROM PINE TREE WITH
 SV0587'TRIANGULATION, 2 FT (0.6 M) N FROM WITNESS POST.  RM NO 1 IS A
 SV0587'STANDARD CGS DISK STAMPED---IDA 90-69 NO 1 1958---, SET INTO THE TOP
 SV0587'OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, PROJECTING
 SV0587'INCHES (15 CM) ABOVE THE GROUD.  THE STATION IS LOCATED 34 FT (10.4 M)
 SV0587'S FROM THE CENTER OF THE GRAVEL ROAD, 19 FT (5.8 M) N FROM THE PINE
 SV0587'TREE WITH TRIANGLE BLAZE, 1.5 FT (0.5 M) S FROM METAL WITNESS POST, 2
 SV0587'FT (0.6 M) NW FROM A WITNESS POST.  RM NO 3 IS STANDARD NGS DISK
 SV0587'STAMPED---IDA 90-69 1958 NO 3 1983---, SET INTO THE TOP OF A ROUND
 SV0587'CONCRETE MONUMENT 12 INCHES IN DIAMETER, PROJECTING INCHES (15 CM)
 SV0587'ABOVE THE GROUND.  THE STATION IS LOCATED 16 FT (4.9 M) S FROM THE
 SV0587'CENTER OF THE GRAVEL ROAD, 6.5 FT (2.0 M) S FROM AN 18 INCH PINE TREE,
 SV0587'5 FT (1.5 M) NNE FROM A 22 INCH PINE TREE, 8 FT (2.4 M) W FROM A 22
 SV0587'INCH PINE TREE, AND 2 FT (0.6 M) HIGHER THAN THE STATION.  AZ MK NO 2
 SV0587'IS STANDARD NGS DISK STAMPED---IDA 90-69 1958 NO 2 1983---, SE INTO
 SV0587'THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES IN DIAMETER,
 SV0587'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 SV0587'17 FT (5.2 M) S FROM THE S EDGE OF THE W BOUND LANE, 10 FT (3.0 M) N
 SV0587'FROM THE N EDGE OF THE E BOUND LANE, 12 FT (3.7 M) W FROM THE RETAINED
 SV0587'WELL BETWEEN THE TWO BRIDGES, 2 FT (0.6 M) NW FROM A WITNESS POST.  TO
 SV0587'REACH THE AZ MK FROM THE STATION GO E ON OLD US HWY 10 FOR 0.7 MILES
 SV0587'(1.1 KM) TO A CROSSROAD BUSINESS LOOP 90.  TURN LEFT AND GO N FOR 0.2
 SV0587'MILE (0.3 KM) CROSSING OVER THE INTERSTATE 90 TO THE W BOUND ENTRANCE
 SV0587'RAMP.  TURN LEFT AND GO E ON INTESTATE HWY 90 FOR 0.6 MILE (1.0 KM) TO
 SV0587'THE W END OF THE RAILROAD OVERPASS AND THE STATION BETWEEN THE TRAFFIC
 SV0587'LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0588 ***********************************************************************
 SV0588  DESIGNATION -  IDA 90 69 RM 1
 SV0588  PID         -  SV0588
 SV0588  STATE/COUNTY-  ID/KOOTENAI
 SV0588  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0588
 SV0588                         *CURRENT SURVEY CONTROL
 SV0588  ___________________________________________________________________
 SV0588* NAD 83(1986)-  47 42 01.     (N)    116 49 19.     (W)     SCALED    
 SV0588* NAVD 88     -       669.910  (meters)    2197.86   (feet)  ADJUSTED  
 SV0588  ___________________________________________________________________
 SV0588  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV0588  DYNAMIC HT  -         669.934 (meters)    2197.94  (feet)  COMP
 SV0588  MODELED GRAV-     980,626.4   (mgal)                       NAVD 88
 SV0588
 SV0588  VERT ORDER  -  SECOND    CLASS 0
 SV0588
 SV0588.The horizontal coordinates were scaled from a topographic map and have
 SV0588.an estimated accuracy of +/- 6 seconds.
 SV0588
 SV0588.The orthometric height was determined by differential leveling
 SV0588.and adjusted by the National Geodetic Survey in June 1991..
 SV0588
 SV0588.The geoid height was determined by GEOID03.
 SV0588
 SV0588.The dynamic height is computed by dividing the NAVD 88
 SV0588.geopotential number by the normal gravity value computed on the
 SV0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0588.degrees latitude (g = 980.6199 gals.).
 SV0588
 SV0588.The modeled gravity was interpolated from observed gravity values.
 SV0588
 SV0588;                    North         East    Units  Estimated Accuracy
 SV0588;SPC ID W     -   671,000.      719,550.      MT  (+/- 180 meters Scaled)
 SV0588
 SV0588                          SUPERSEDED SURVEY CONTROL
 SV0588
 SV0588  NGVD 29 (??/??/92)  668.751  (m)         2194.06   (f) ADJ UNCH    2 0
 SV0588
 SV0588.Superseded values are not recommended for survey control.
 SV0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0588.See file dsdata.txt to determine how the superseded data were derived.
 SV0588
 SV0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN133830(NAD 83)
 SV0588_MARKER: DR = REFERENCE MARK DISK
 SV0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0588_STAMPING: IDA 90-69 NO1 1958
 SV0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0588+STABILITY: SURFACE MOTION
 SV0588
 SV0588  HISTORY     - Date     Condition        Report By
 SV0588  HISTORY     - 1958     MONUMENTED       CGS
 SV0588  HISTORY     - 1983     GOOD             NGS
 SV0588
 SV0588                          STATION DESCRIPTION
 SV0588
 SV0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0588'2.3 MI NW FROM COEUR DALENE.
 SV0588'A STANDARD DISK SET IN CONCRETE IN THE TOP OF A 10 INCH CONCRETE PIPE
 SV0588'PROJECTING 2 INCHES AND ABOUT LEVEL WITH THE STATION, 16.38 FEET
 SV0588'NORTHWEST OF THE STATION MARK, SET IN THE TOP OF A CONCRETE POST.
 SV0588
 SV0588                          STATION RECOVERY (1983)
 SV0588
 SV0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1760 ***********************************************************************
 SV1760  DESIGNATION -  IDA 90 69 RM 3
 SV1760  PID         -  SV1760
 SV1760  STATE/COUNTY-  ID/KOOTENAI
 SV1760  USGS QUAD   -  COEUR D'ALENE (1996)
 SV1760
 SV1760                         *CURRENT SURVEY CONTROL
 SV1760  ___________________________________________________________________
 SV1760* NAD 83(1986)-  47 42 01.     (N)    116 49 18.     (W)     SCALED    
 SV1760* NAVD 88     -       669.91   (meters)    2197.9    (feet)  RESET     
 SV1760  ___________________________________________________________________
 SV1760  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV1760
 SV1760  VERT ORDER  -  THIRD
 SV1760
 SV1760.The horizontal coordinates were scaled from a topographic map and have
 SV1760.an estimated accuracy of +/- 6 seconds.
 SV1760
 SV1760.The orthometric height was computed from unverified reset data.
 SV1760.No vertical observational check was made to the station.
 SV1760
 SV1760.The geoid height was determined by GEOID03.
 SV1760
 SV1760;                    North         East    Units  Estimated Accuracy
 SV1760;SPC ID W     -   671,000.      719,570.      MT  (+/- 180 meters Scaled)
 SV1760
 SV1760                          SUPERSEDED SURVEY CONTROL
 SV1760
 SV1760  NGVD 29 (03/27/06)  668.75   (m)         2194.1    (f) RESET       3  
 SV1760
 SV1760.Superseded values are not recommended for survey control.
 SV1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1760.See file dsdata.txt to determine how the superseded data were derived.
 SV1760
 SV1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN133830(NAD 83)
 SV1760_MARKER: DR = REFERENCE MARK DISK
 SV1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1760_SP_SET: CONCRETE POST
 SV1760_STAMPING: IDA 90-69 1958 NO 3 1983
 SV1760_MARK LOGO: NGS   
 SV1760_PROJECTION: PROJECTING 15 CENTIMETERS
 SV1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1760+STABILITY: SURFACE MOTION
 SV1760
 SV1760  HISTORY     - Date     Condition        Report By
 SV1760  HISTORY     - 1983     MONUMENTED       NGS
 SV1760
 SV1760                          STATION DESCRIPTION
 SV1760
 SV1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 SV1760'4.5 KM (2.80 MI) NW FROM COEUR D ALENE.
 SV1760'3.38 KM (2.10 MI) NORTHWEST ALONG BUSINESS ROUTE 90 FROM THE OLD CITY
 SV1760'HALL AT THE INTERSECTION OF 4TH ST AND SHERMAN AVE IN DOWNTOWN COEUR
 SV1760'D ALENE TO A RAILROAD CROSSING, THENCE NORTH ON BUSINESS ROUTE 90 FOR
 SV1760'0.32 KM (0.20 MI) TO A CROSSROAD, THENCE LEFT WEST ALONG OLD HIGHWAY
 SV1760'10 FOR 0.80 KM (0.50 MI) TO A RAILROAD OVERPASS, THENCE WEST FOR 0.32
 SV1760'KM (0.20 MI) TO A POINT WHERE THE ROAD BECOMES 4 LANE AND A CROSSROAD
 SV1760'THENCE LEFT SOUTH FOR 0.08 KM (0.05 MI) CROSSING THE EAST BOUND LANE
 SV1760'TO A GRAVEL ROAD THENCE RIGHT WEST ALONG THE GRAVEL ROAD FOR 0.08 KM
 SV1760'(0.05 MI) TO THE MARK ON THE LEFT, 4.9 M (16.1 FT) SOUTH OF THE
 SV1760'CENTER OF THE GRAVEL ROAD 2.0 M (6.6 FT) SOUTH OF AN 18-INCH PINE
 SV1760'TREE 2.4 M (7.9 FT) WEST OF A 22-INCH PINE TREE AND 1.5 M (4.9 FT)
 SV1760'NORTH NORTHEAST OF A 22-INCH PINE TREE.
 SV1760'THE MARK IS 75 METERS  WNW FROM  A WITNESS POST
 SV1760'THE MARK IS 0.3 M ABOVE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0429 ***********************************************************************
 SV0429  DESIGNATION -  IDA 90 71
 SV0429  PID         -  SV0429
 SV0429  STATE/COUNTY-  ID/KOOTENAI
 SV0429  USGS QUAD   -  FERNAN LAKE (1981)
 SV0429
 SV0429                         *CURRENT SURVEY CONTROL
 SV0429  ___________________________________________________________________
 SV0429* NAD 83(1992)-  47 38 46.75375(N)    116 44 01.74168(W)     ADJUSTED  
 SV0429* NAVD 88     -       653.215  (meters)    2143.09   (feet)  ADJUSTED  
 SV0429  ___________________________________________________________________
 SV0429  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 SV0429  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 SV0429  DYNAMIC HT  -         653.239 (meters)    2143.17  (feet)  COMP
 SV0429  MODELED GRAV-     980,628.8   (mgal)                       NAVD 88
 SV0429
 SV0429  HORZ ORDER  -  SECOND
 SV0429  VERT ORDER  -  SECOND    CLASS 0
 SV0429
 SV0429.The horizontal coordinates were established by classical geodetic methods
 SV0429.and adjusted by the National Geodetic Survey in July 1992..
 SV0429
 SV0429.The orthometric height was determined by differential leveling
 SV0429.and adjusted by the National Geodetic Survey in June 1991..
 SV0429
 SV0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0429
 SV0429.The geoid height was determined by GEOID03.
 SV0429
 SV0429.The dynamic height is computed by dividing the NAVD 88
 SV0429.geopotential number by the normal gravity value computed on the
 SV0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0429.degrees latitude (g = 980.6199 gals.).
 SV0429
 SV0429.The modeled gravity was interpolated from observed gravity values.
 SV0429
 SV0429;                    North         East     Units Scale Factor Converg.
 SV0429;SPC ID W     -   664,914.216   726,087.157   MT  1.00000044   -0 43 37.5
 SV0429;UTM  11      - 5,277,025.750   519,991.373   MT  0.99960491   +0 11 48.2
 SV0429
 SV0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0429!SPC ID W     -   0.99990036  x   1.00000044  =   0.99990080
 SV0429!UTM  11      -   0.99990036  x   0.99960491  =   0.99950531
 SV0429
 SV0429:                Primary Azimuth Mark                     Grid Az
 SV0429:SPC ID W     -  IDA 90 71 AZ MK 1                        104 36 06.2
 SV0429:UTM  11      -  IDA 90 71 AZ MK 1                        103 40 40.5
 SV0429
 SV0429|---------------------------------------------------------------------|
 SV0429| PID    Reference Object                     Distance      Geod. Az  |
 SV0429|                                                           dddmmss.s |
 SV0429| SV0432 IDA 90 71 AZ MK 1                                  1035228.7 |
 SV0429| SV0430 IDA 90 71 RM 1                        6.825 METERS 10453     |
 SV0429| SV1591 IDA 90 72                           APPROX. 2.7 KM 1334337.6 |
 SV0429| SV0428 IDA 90 71 RM 2                       19.932 METERS 31538     |
 SV0429| SV1145 IDA 90 71 RM 3                       13.697 METERS 31552     |
 SV0429| SV1594 IDA 90 71 AZ MK 3                   279.764 METERS 32538     |
 SV0429| SV0426 IDA 90 71 AZ MK 2                                  3270649.2 |
 SV0429|---------------------------------------------------------------------|
 SV0429
 SV0429                          SUPERSEDED SURVEY CONTROL
 SV0429
 SV0429  NAD 83(1986)-  47 38 46.75804(N)    116 44 01.73256(W) AD(       ) 2
 SV0429  NAD 27      -  47 38 47.07943(N)    116 43 58.05029(W) AD(       ) 2
 SV0429  NGVD 29 (??/??/92)  652.080  (m)         2139.37   (f) ADJ UNCH    2 0
 SV0429
 SV0429.Superseded values are not recommended for survey control.
 SV0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0429.See file dsdata.txt to determine how the superseded data were derived.
 SV0429
 SV0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN1999177026(NAD 83)
 SV0429_MARKER: DS = TRIANGULATION STATION DISK
 SV0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0429_STAMPING: IDA 90-71 1958
 SV0429_MARK LOGO: CGS   
 SV0429_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0429+STABILITY: SURFACE MOTION
 SV0429
 SV0429  HISTORY     - Date     Condition        Report By
 SV0429  HISTORY     - 1958     MONUMENTED       CGS
 SV0429  HISTORY     - 1958     GOOD             CGS
 SV0429  HISTORY     - 1979     GOOD             NGS
 SV0429  HISTORY     - 1979     GOOD             NGS
 SV0429  HISTORY     - 1981     SEE DESCRIPTION  NGS
 SV0429  HISTORY     - 19810623 GOOD             NGS
 SV0429  HISTORY     - 19820615 GOOD             NGS
 SV0429
 SV0429                          STATION DESCRIPTION
 SV0429
 SV0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV0429'THE STATION IS 5.4 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 10
 SV0429'FROM THE INTERSECTON OF U.S. HIGHWAY 10 AND U.S. HIGHWAY 95
 SV0429'ALTERNATE (AT EAST END OF LAKE COEUR D ALENE) ON THE SOUTH
 SV0429'SIDE OF THE HIGHWAY 150 FEET BEFORE REACHING MILE POST 17,
 SV0429'36 FEET SOUTH OF THE SOUTH EDGE OF THE HIGHWAY, 6 FEET NORTH
 SV0429'OF THE TOP EDGE OF THE EMBANKMENT AND ABOUT 15 FEET HIGHER
 SV0429'THAN THE SURFACE OF THE LAKE.
 SV0429'
 SV0429'THE STATION AND UNDERGROUND MARKS ARE STANDARD TRAVERSE DISKS
 SV0429'STAMPED IDA 90-71 1958 WITH THE SURFACE MARK SET IN A SQUARE
 SV0429'CONCRETE POST THAT PROJECTS 3 INCHES.
 SV0429'
 SV0429'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN SQUARE
 SV0429'CONCRETE POST PROJECTING 3 INCHES AND STAMPED IDA 90-71 1958
 SV0429'NO 1 AND NO 2 RESPECTIVELY.
 SV0429'
 SV0429'AZIMUTH MARK NO 1 IS A STANDARD DISK SIT IN A SQUARE CONCRETE
 SV0429'POST PROJECTING 2 INCHES AND STAMPED IDA 90-71 1958.  IT IS
 SV0429'1.1 MILES EASTERLY ALONG U.S. HIGHWAY 10, 30 FEET WEST OF THE
 SV0429'CENTER LINE OF THE HIGHWAY, 400 FEET NORTH OF THE ENTRANCE TO A
 SV0429'MOTEL AND 5 FEET EAST OF THE TOP OF THE EMBANKMENT OVER LOOKING
 SV0429'THE LAKE.
 SV0429'
 SV0429'AZIMUTH MARK NO 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 SV0429'POST PROJECTING 2 INCHES AND STAMPED IDA 90-71 1958.  IT IS
 SV0429'0.2 MILE NORTHWEST OF THE STATION ON THE WEST SIDE OF THE
 SV0429'HIGHWAY, 18 FEET WEST OF THE WEST EDGE OF THE HIGHWAY, 13 FEET
 SV0429'NORTHWEST OF A 12-INCH ELM TREE AND 6 FEET EAST OF THE TOP OF THE
 SV0429'SHORE OF THE LAKE.
 SV0429
 SV0429                          STATION RECOVERY (1958)
 SV0429
 SV0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SV0429'3.6 MI E FROM COEUR DALENE.
 SV0429'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR DALENE,
 SV0429'THENCE 3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 10 TO A PARKING AREA ON
 SV0429'THE RIGHT.  36.0 FEET SOUTH OF THE SOUTH EDGE OF THE HIGHWAY, 6.0 FEET
 SV0429'NORTH OF THE TOP EDGE OF A EMBANKMENT, 15.0 FEET HIGHER THAN THE
 SV0429'SURFACE OF THE LAKE, SET IN A CONCRETE POST PROJECTING 3 INCHES.
 SV0429
 SV0429                          STATION RECOVERY (1979)
 SV0429
 SV0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 SV0429'THE STATION MARK REFERENCE MARK 1 AND AZIMUTH MARK 1 WERE RECOVERED
 SV0429'IN APPARENT GOOD CONDITION.  THE AZIMUTH MARK IS BLOCKED BY
 SV0429'TREES.  REFERENCE MARK 2 AND AZIMUTH MARK 2 WERE NOT RECOVERED,
 SV0429'REFERENCE MARK 3 AND AZIMUTH MARK 3 WERE ESTABLISHED AT THIS DATE.  A
 SV0429'SHORTER DISTANCE OF 0.020 METER WAS NOTED TO REFERENCE MARK 1.  A NEW
 SV0429'DESCRIPTION FOLLOWS.
 SV0429'
 SV0429'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTH EAST OF
 SV0429'COEUR-D-ALENE, ON THE SOUTH SIDE OF U.S. HIGHWAY 10 AND ON THE SHORE
 SV0429'LINE OF LAKE COEUR-D-ALENE.
 SV0429'
 SV0429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 SV0429'HIGHWAY 97 AT THE EAST END OF LAKE COEUR-D-ALENE GO WEST ON U.S.
 SV0429'HIGHWAY 10 FOR 4.3 MILES TO AZIMUTH MARK 1 ON THE LEFT.  CONTINUE
 SV0429'AHEAD WESTERLY ON U.S. HIGHWAY 10 FOR 1.1 MILES TO MILE POST 17 AND
 SV0429'THE MARK ON THE LEFT.
 SV0429'
 SV0429'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SV0429'STAMPED---IDA 90-71 1958---SET INTO THE TOP OF A SQUARE CONCRETE
 SV0429'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 3 CM (1 INCH) ABOVE THE
 SV0429'GROUND LOCATED 18.9 METERS (62 FEET) W FROM THE CENTER OF U.S.
 SV0429'HIGHWAY 10, 13.26 METERS (43.5 FEET) S FROM MILE POST 17, AND 7.0
 SV0429'METERS (23 FEET) NW FROM A TWIN TRUNKED ELM TREE.
 SV0429'
 SV0429'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SV0429'NOS) DISK STAMPED---IDA 90-71 NO 1 1958---SET INTO THE TOP OF A
 SV0429'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 5 CM (2
 SV0429'INCHES) ABOVE THE GROUND LOCATED 17.1 METERS (56 FEET) W FROM THE
 SV0429'CENTER OF U.S. HIGHWAY 10, 1.2 METERS (4 FEET) E FROM THE EDGE OF THE
 SV0429'BANK, 1.8 METERS (6 FEET) W FROM THE TWIN TRUNKED ELM TREE, 18.3
 SV0429'METERS (60 FEET) N FROM A DAY MARKER, AND 0.3 METER (1 FOOT) HIGHER
 SV0429'THAN THE STATION.
 SV0429'
 SV0429'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV0429'STAMPED---IDA 90-71 1958 NO 3 1979---SET INTO THE TOP OF AN
 SV0429'IRREGULAR MASS OF CONCRETE RECESSED 5 CM (2 INCHES) BELOW THE GROUND
 SV0429'LOCATED 15.70 METERS (51.5 FEET) W FROM THE CENTER OF U.S. HIGHWAY
 SV0429'10, 5.33 METERS (17.5 FEET) E FROM THE EDGE OF THE BANK, 2.4 METERS
 SV0429'(8 FEET) SSW FROM A 4 TRUNKED ELM TREE, 2.7 METERS (9 FEET) W FROM
 SV0429'MILE POST 17, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 SV0429'
 SV0429'AZIMUTH MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV0429'STAMPED---IDA 90-71 1958 1979---SET INTO THE TOP OF AN IRREGULAR
 SV0429'MASS OF CONCRETE FLUSH WITH THE GROUND LOCATED IN THE
 SV0429'CENTER OF A TRACK ROAD ALONG THE LAKE SHORE, 2.7 METERS (9 FEET) W
 SV0429'FROM 6 TRUNKED ELM TREE WITH WITNESS SIGN, AND 2.7 METERS (9 FEET) E
 SV0429'FROM THE EDGE OF THE BANK.
 SV0429'
 SV0429'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WESTERLY ON U.S.
 SV0429'HIGHWAY 10 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 SV0429
 SV0429                          STATION RECOVERY (1979)
 SV0429
 SV0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SV0429'62 FEET WEST OF THE CENTERLINE OF US HIGHWAY 10, 43.5 FEET SOUTH OF
 SV0429'MILEPOST 17 AND 23 FEET NORTHWEST OF A TWIN TRUNKED ELM TREE.
 SV0429
 SV0429                          STATION RECOVERY (1981)
 SV0429
 SV0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 SV0429'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED.  REFERENCE MARK
 SV0429'1 AND AZIMUTH MARK 3 HAVE BEEN DESTROYED.  THE DISTANCE AND DIRECTION
 SV0429'TO REFERENCE MARK 3 COMPARED WITH THE 1980 RECOVERY NOTE.  THE STATION
 SV0429'MARK IS 1 FOOT FROM THE EDGE OF THE BANK AND MAY SOON BE
 SV0429'DESTROYED.  THEREFOR A NEW STATION IDA 90-71 2 1981 WAS ESTABLISHED
 SV0429'AT THIS DATE ALONG WITH A NEW REFERENCE MARK 4.  A NEW DESCRIPTION
 SV0429'FOLLOWS.
 SV0429'
 SV0429'THE STATION IS LOCATED ABOUT 6 MILES EAST-NORTHEAST OF COEUR D ALENE,
 SV0429'5 1/2 MILES WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE
 SV0429'HIGHWAY 97 AND ON ROAD RIGHT OF WAY.
 SV0429'
 SV0429'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 SV0429'U.S. HIGHWAY 95 IN COEUR D ALENE GO EAST FOR 6.0 MILES TO MILE POST
 SV0429'17 AND THE MARK ON THE RIGHT.
 SV0429'
 SV0429'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 SV0429'---IDA 90-71 1958---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 SV0429'30 CM (12 INCHES) ON SIDE PROJECTING 3 CM (1 INCH) ABOVE THE GROUND
 SV0429'LOCATED 10.97 METERS (36 FEET) S FROM THE EDGE OF THE ROADWAY, 13.26
 SV0429'METERS (43.5 FEET) S FROM MILE POST 17, 0.61 METER (2 FEET) N FROM
 SV0429'THE EDGE OF THE BANK, AND 7.01 METERS (23 FEET) NW FROM A TWIN
 SV0429'TRUNKED ELM TREE.
 SV0429'
 SV0429'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV0429'STAMPED---IDA 90-71 NO 3 1980---SET INTO THE TOP OF AN IRREGULAR
 SV0429'MASS OF CONCRETE RECESSED 15 CM (6 INCHES) BELOW THE GROUND LOCATED
 SV0429'5.03 METERS (16.5 FEET) W FROM THE EDGE OF THE ROADWAY, 5.33 METERS
 SV0429'(17.5 FEET) E FROM THE EDGE OF THE BANK, 2.44 METERS (8 FEET) SSW
 SV0429'FROM A 4 TRUNKED ELM TREE, 2.74 METERS (9 FEET) W FROM MILE POST 17,
 SV0429'AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 SV0429'
 SV0429'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV0429'STAMPED---IDA 90-71 2 NO 4 1981---SET INTO THE TOP OF AN IRREGULAR
 SV0429'MASS OF CONCRETE RECESSED 5 CM (2 INCHES) BELOW THE GROUND LOCATED
 SV0429'10.36 METERS (34 FEET) W FROM THE EDGE OF THE ROADWAY, 18.29 METERS
 SV0429'(60 FEET) N FROM A DAY MARKER, 1.83 METERS (6 FEET) W FROM A TWIN
 SV0429'TRUNKED ELM TREE, 031 METERS HIGHER THAN THE STATION.
 SV0429
 SV0429                          STATION RECOVERY (1981)
 SV0429
 SV0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 SV0429'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 SV0429'CONDITION.  ALSO RECOVERED WERE TRIANGULATION STATION IDA 90-71 2 1981
 SV0429'AND REFERENCE MARK 4.  THE DIRECTION AND DISTANCES TO THE REFERENCE
 SV0429'MARKS WERE NOT REOBSERVED AT THIS DATE DUE TO THE SHORT LAPSE OF TIME
 SV0429'BETWEEN OCCUPATIONS AND A POSITION FOR THE 2ND STATION NOT BEING
 SV0429'AVAILABLE AT THIS TIME.  THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI)
 SV0429'ENE OF COEUR D ALENE, 8.8 KM (5.45 MI) W OF THE JUNCTION OF INTERSTATE
 SV0429'HIGHWAY 90 AND STATE HIGHWAY 97 AND ON ROAD RIGHT OF WAY.  TO REACH
 SV0429'THE STATION FORM THE 1981 TO REACH IS ADEQUATE AT THIS DATE.  THE
 SV0429'STATION IS A STANDARD CGS DISK STAMPED---IDA 90-71 1958---, SET INTO
 SV0429'THE TOP OF A SQUARE CONBCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER,
 SV0429'PROJECTING 2 FT (0.6 M) ABOVE THE GROUND.  THE STATION IS LOCATED SAME
 SV0429'AS LAST VISIT.
 SV0429
 SV0429                          STATION RECOVERY (1982)
 SV0429
 SV0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 SV0429'RECOVERED AS DESCRIBED IN 1981
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1146 ***********************************************************************
 SV1146  DESIGNATION -  IDA 90 71 2
 SV1146  PID         -  SV1146
 SV1146  STATE/COUNTY-  ID/KOOTENAI
 SV1146  USGS QUAD   -  FERNAN LAKE (1981)
 SV1146
 SV1146                         *CURRENT SURVEY CONTROL
 SV1146  ___________________________________________________________________
 SV1146* NAD 83(1986)-  47 38 47.     (N)    116 44 02.     (W)     SCALED    
 SV1146* NAVD 88     -       653.44   (meters)    2143.8    (feet)  RESET     
 SV1146  ___________________________________________________________________
 SV1146  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 SV1146
 SV1146  VERT ORDER  -  THIRD
 SV1146
 SV1146.The horizontal coordinates were scaled from a topographic map and have
 SV1146.an estimated accuracy of +/- 6 seconds.
 SV1146
 SV1146.The orthometric height was computed from unverified reset data.
 SV1146.No vertical observational check was made to the station.
 SV1146
 SV1146.The geoid height was determined by GEOID03.
 SV1146
 SV1146;                    North         East    Units  Estimated Accuracy
 SV1146;SPC ID W     -   664,920.      726,080.      MT  (+/- 180 meters Scaled)
 SV1146
 SV1146                          SUPERSEDED SURVEY CONTROL
 SV1146
 SV1146  NGVD 29 (03/27/06)  652.30   (m)         2140.1    (f) RESET       3  
 SV1146
 SV1146.Superseded values are not recommended for survey control.
 SV1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1146.See file dsdata.txt to determine how the superseded data were derived.
 SV1146
 SV1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN199770(NAD 83)
 SV1146_MARKER: DS = TRIANGULATION STATION DISK
 SV1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1146_SP_SET: CONCRETE POST
 SV1146_STAMPING: IDA 90-71 2 1981
 SV1146_MARK LOGO: NGS   
 SV1146_PROJECTION: RECESSED 5 CENTIMETERS
 SV1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1146+STABILITY: SURFACE MOTION
 SV1146
 SV1146  HISTORY     - Date     Condition        Report By
 SV1146  HISTORY     - 1981     MONUMENTED       NGS
 SV1146  HISTORY     - 1982     GOOD             NGS
 SV1146
 SV1146                          STATION DESCRIPTION
 SV1146
 SV1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SV1146'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED.  REFERENCE MARK
 SV1146'1 AND AZIMUTH MARK 3 HAVE BEEN DESTROYED.  THE DISTANCE AND DIRECTION
 SV1146'TO REFERENCE MARK 3 COMPARED WITH THE 1980 RECOVERY NOTE.  THE STATION
 SV1146'MARK IS 1 FOOT FROM THE EDGE OF THE BANK AND MAY SOON BE
 SV1146'DESTROYED.  THEREFOR A NEW STATION IDA 90-71 2 1981 WAS ESTABLISHED
 SV1146'AT THIS DATE ALONG WITH A NEW REFERENCE MARK 4.  A NEW DESCRIPTION
 SV1146'FOLLOWS.
 SV1146'
 SV1146'THE STATION IS LOCATED ABOUT 6 MILES EAST-NORTHEAST OF COEUR D ALENE,
 SV1146'5 1/2 MILES WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE
 SV1146'HIGHWAY 97 AND ON ROAD RIGHT OF WAY.
 SV1146'
 SV1146'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 SV1146'U.S. HIGHWAY 95 IN COEUR D ALENE GO EAST FOR 6.0 MILES TO MILE POST
 SV1146'17 AND THE MARK ON THE RIGHT.
 SV1146'
 SV1146'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 SV1146'---IDA 90-71 1958---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 SV1146'30 CM (12 INCHES) ON SIDE PROJECTING 3 CM (1 INCH) ABOVE THE GROUND
 SV1146'LOCATED 10.97 METERS (36 FEET) S FROM THE EDGE OF THE ROADWAY, 13.26
 SV1146'METERS (43.5 FEET) S FROM MILE POST 17, 0.61 METER (2 FEET) N FROM
 SV1146'THE EDGE OF THE BANK, AND 7.01 METERS (23 FEET) NW FROM A TWIN
 SV1146'TRUNKED ELM TREE.
 SV1146'
 SV1146'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV1146'STAMPED---IDA 90-71 NO 3 1980---SET INTO THE TOP OF AN IRREGULAR
 SV1146'MASS OF CONCRETE RECESSED 15 CM (6 INCHES) BELOW THE GROUND LOCATED
 SV1146'5.03 METERS (16.5 FEET) W FROM THE EDGE OF THE ROADWAY, 5.33 METERS
 SV1146'(17.5 FEET) E FROM THE EDGE OF THE BANK, 2.44 METERS (8 FEET) SSW
 SV1146'FROM A 4 TRUNKED ELM TREE, 2.74 METERS (9 FEET) W FROM MILE POST 17,
 SV1146'AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 SV1146'
 SV1146'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV1146'STAMPED---IDA 90-71 2 NO 4 1981---SET INTO THE TOP OF AN IRREGULAR
 SV1146'MASS OF CONCRETE RECESSED 5 CM (2 INCHES) BELOW THE GROUND LOCATED
 SV1146'10.36 METERS (34 FEET) W FROM THE EDGE OF THE ROADWAY, 18.29 METERS
 SV1146'(60 FEET) N FROM A DAY MARKER, 1.83 METERS (6 FEET) W FROM A TWIN
 SV1146'TRUNKED ELM TREE, 031 METERS HIGHER THAN THE STATION.
 SV1146
 SV1146                          STATION RECOVERY (1982)
 SV1146
 SV1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SV1146'9.7 KM (6.05 MI) EAST FROM COEUR D ALENE.
 SV1146'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 SV1146'9.7 KM (6.05 MI) EAST ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 SV1146'WITH US HIGHWAY 95 IN COEUR D ALENE TO MILEPOST 17 AND THE MARK ON
 SV1146'THE RIGHT, 12.47 M (40.9 FT) EAST OF MILEPOST 17, 6.75 M (22.1 FT)
 SV1146'SOUTH OF THE EDGE OF THE ROADWAY, 5.52 M (18.1 FT) WEST OF A TWIN
 SV1146'TRUNKED ELM TREE AND 5.0 M (16.4 FT) NORTH OF THE EDGE OF THE BANK.
 SV1146'THE MARK IS ABOVE LEVEL WITH ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1147 ***********************************************************************
 SV1147  DESIGNATION -  IDA 90 71 2 RM 4
 SV1147  PID         -  SV1147
 SV1147  STATE/COUNTY-  ID/KOOTENAI
 SV1147  USGS QUAD   -  FERNAN LAKE (1981)
 SV1147
 SV1147                         *CURRENT SURVEY CONTROL
 SV1147  ___________________________________________________________________
 SV1147* NAD 83(1986)-  47 38 47.     (N)    116 44 02.     (W)     SCALED    
 SV1147* NAVD 88     -       653.29   (meters)    2143.3    (feet)  RESET     
 SV1147  ___________________________________________________________________
 SV1147  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 SV1147
 SV1147  VERT ORDER  -  THIRD
 SV1147
 SV1147.The horizontal coordinates were scaled from a topographic map and have
 SV1147.an estimated accuracy of +/- 6 seconds.
 SV1147
 SV1147.The orthometric height was computed from unverified reset data.
 SV1147.No vertical observational check was made to the station.
 SV1147
 SV1147.The geoid height was determined by GEOID03.
 SV1147
 SV1147;                    North         East    Units  Estimated Accuracy
 SV1147;SPC ID W     -   664,920.      726,080.      MT  (+/- 180 meters Scaled)
 SV1147
 SV1147                          SUPERSEDED SURVEY CONTROL
 SV1147
 SV1147  NGVD 29 (03/27/06)  652.16   (m)         2139.6    (f) RESET       3  
 SV1147
 SV1147.Superseded values are not recommended for survey control.
 SV1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1147.See file dsdata.txt to determine how the superseded data were derived.
 SV1147
 SV1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN199770(NAD 83)
 SV1147_MARKER: DR = REFERENCE MARK DISK
 SV1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1147_SP_SET: CONCRETE POST
 SV1147_STAMPING: IDA 90-71 2 NO 4 1981
 SV1147_MARK LOGO: NGS   
 SV1147_PROJECTION: RECESSED 2 CENTIMETERS
 SV1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1147+STABILITY: SURFACE MOTION
 SV1147
 SV1147  HISTORY     - Date     Condition        Report By
 SV1147  HISTORY     - 1981     MONUMENTED       NGS
 SV1147  HISTORY     - 1982     GOOD             NGS
 SV1147
 SV1147                          STATION DESCRIPTION
 SV1147
 SV1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SV1147'9.7 KM (6.05 MI) EAST FROM COEUR D ALENE.
 SV1147'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 SV1147'9.7 KM (6.05 MI) EAST ALONG INTERSTATE HIGHWAY 90 FROM THE JUNCTION
 SV1147'WITH US HIGHWAY 95 IN COEUR D ALENE TO MILEPOST 17 AND THE MARK ON
 SV1147'THE RIGHT, 18.29 M (60.0 FT) NORTH OF A NAVIGATION DAY MARKER, 10.36
 SV1147'M (34.0 FT) WEST OF THE EDGE OF THE ROADWAY AND 1.83 M (6.0 FT) WEST
 SV1147'OF A TWIN TRUNKED ELM TREE.
 SV1147'THE MARK IS 0.05 M BELOW ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0432 ***********************************************************************
 SV0432  DESIGNATION -  IDA 90 71 AZ MK 1
 SV0432  PID         -  SV0432
 SV0432  STATE/COUNTY-  ID/KOOTENAI
 SV0432  USGS QUAD   -  FERNAN LAKE (1981)
 SV0432
 SV0432                         *CURRENT SURVEY CONTROL
 SV0432  ___________________________________________________________________
 SV0432* NAD 83(1986)-  47 38 45.     (N)    116 43 49.     (W)     SCALED    
 SV0432* NAVD 88     -       685.305  (meters)    2248.37   (feet)  ADJUSTED  
 SV0432  ___________________________________________________________________
 SV0432  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SV0432  DYNAMIC HT  -         685.328 (meters)    2248.45  (feet)  COMP
 SV0432  MODELED GRAV-     980,623.9   (mgal)                       NAVD 88
 SV0432
 SV0432  VERT ORDER  -  SECOND    CLASS 0
 SV0432
 SV0432.The horizontal coordinates were scaled from a topographic map and have
 SV0432.an estimated accuracy of +/- 6 seconds.
 SV0432
 SV0432.The orthometric height was determined by differential leveling
 SV0432.and adjusted by the National Geodetic Survey in June 1991..
 SV0432
 SV0432.The geoid height was determined by GEOID03.
 SV0432
 SV0432.The dynamic height is computed by dividing the NAVD 88
 SV0432.geopotential number by the normal gravity value computed on the
 SV0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0432.degrees latitude (g = 980.6199 gals.).
 SV0432
 SV0432.The modeled gravity was interpolated from observed gravity values.
 SV0432
 SV0432;                    North         East    Units  Estimated Accuracy
 SV0432;SPC ID W     -   664,860.      726,350.      MT  (+/- 180 meters Scaled)
 SV0432
 SV0432                          SUPERSEDED SURVEY CONTROL
 SV0432
 SV0432  NGVD 29 (??/??/92)  684.172  (m)         2244.65   (f) ADJ UNCH    2 0
 SV0432
 SV0432.Superseded values are not recommended for survey control.
 SV0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0432.See file dsdata.txt to determine how the superseded data were derived.
 SV0432
 SV0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN202769(NAD 83)
 SV0432_MARKER: DZ = AZIMUTH MARK DISK
 SV0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0432_STAMPING: IDA 90-71 NO 1 1958
 SV0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0432+STABILITY: SURFACE MOTION
 SV0432
 SV0432  HISTORY     - Date     Condition        Report By
 SV0432  HISTORY     - 1958     MONUMENTED       CGS
 SV0432
 SV0432                          STATION DESCRIPTION
 SV0432
 SV0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0432'4.65 MI E FROM COEUR DALENE.
 SV0432'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR DALENE,
 SV0432'THENCE 4.55 MILES EAST ALONG U.S. HIGHWAY 10.  346.0 FEET NORTH OF THE
 SV0432'ENTRANCE TO THE REDMOND MOTEL, 30.0 FEET WEST OF THE CENTERLINE OF THE
 SV0432'HIGHWAY, 5.0 FEET EAST OF EAST BANK OF COEUR DALENE LAKE, 5.0 FEET
 SV0432'NORTH OF A METAL WITNESS POST, SET IN TOP OF A 10 X 10 INCH CONCRETE
 SV0432'POST FLUSH WITH THE GROUND AND 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0426 ***********************************************************************
 SV0426  DESIGNATION -  IDA 90 71 AZ MK 2
 SV0426  PID         -  SV0426
 SV0426  STATE/COUNTY-  ID/KOOTENAI
 SV0426  USGS QUAD   -  FERNAN LAKE (1981)
 SV0426
 SV0426                         *CURRENT SURVEY CONTROL
 SV0426  ___________________________________________________________________
 SV0426* NAD 83(1986)-  47 38 54.     (N)    116 44 09.     (W)     SCALED    
 SV0426* NAVD 88     -       652.916  (meters)    2142.11   (feet)  ADJUSTED  
 SV0426  ___________________________________________________________________
 SV0426  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 SV0426  DYNAMIC HT  -         652.941 (meters)    2142.19  (feet)  COMP
 SV0426  MODELED GRAV-     980,629.8   (mgal)                       NAVD 88
 SV0426
 SV0426  VERT ORDER  -  SECOND    CLASS 0
 SV0426
 SV0426.The horizontal coordinates were scaled from a topographic map and have
 SV0426.an estimated accuracy of +/- 6 seconds.
 SV0426
 SV0426.The orthometric height was determined by differential leveling
 SV0426.and adjusted by the National Geodetic Survey in June 1991..
 SV0426
 SV0426.The geoid height was determined by GEOID03.
 SV0426
 SV0426.The dynamic height is computed by dividing the NAVD 88
 SV0426.geopotential number by the normal gravity value computed on the
 SV0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0426.degrees latitude (g = 980.6199 gals.).
 SV0426
 SV0426.The modeled gravity was interpolated from observed gravity values.
 SV0426
 SV0426;                    North         East    Units  Estimated Accuracy
 SV0426;SPC ID W     -   665,140.      725,940.      MT  (+/- 180 meters Scaled)
 SV0426
 SV0426                          SUPERSEDED SURVEY CONTROL
 SV0426
 SV0426  NGVD 29 (??/??/92)  651.782  (m)         2138.39   (f) ADJ UNCH    2 0
 SV0426
 SV0426.Superseded values are not recommended for survey control.
 SV0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0426.See file dsdata.txt to determine how the superseded data were derived.
 SV0426
 SV0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN198772(NAD 83)
 SV0426_MARKER: DZ = AZIMUTH MARK DISK
 SV0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0426_STAMPING: IDA 90-71 NO 2 1958
 SV0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0426+STABILITY: SURFACE MOTION
 SV0426
 SV0426  HISTORY     - Date     Condition        Report By
 SV0426  HISTORY     - 1958     MONUMENTED       CGS
 SV0426
 SV0426                          STATION DESCRIPTION
 SV0426
 SV0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0426'3.4 MI E FROM COEUR DALENE.
 SV0426'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR DALENE,
 SV0426'THENCE 3.3 MILES EAST ALONG U.S. HIGHWAY 10.  39.9 FEET SOUTHWEST OF
 SV0426'THE CENTERLINE OF THE HIGHWAY, 5.0 FEET NORTHEAST OF THE NORTHEAST
 SV0426'BANK OF COEUR DALENE LAKE, SET IN TOP OF A 10 X 10 INCH CONCRETE POST
 SV0426'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0430 ***********************************************************************
 SV0430  DESIGNATION -  IDA 90 71 RM 1
 SV0430  PID         -  SV0430
 SV0430  STATE/COUNTY-  ID/KOOTENAI
 SV0430  USGS QUAD   -  FERNAN LAKE (1981)
 SV0430
 SV0430                         *CURRENT SURVEY CONTROL
 SV0430  ___________________________________________________________________
 SV0430* NAD 83(1986)-  47 38 47.     (N)    116 44 02.     (W)     SCALED    
 SV0430* NAVD 88     -       653.407  (meters)    2143.72   (feet)  ADJUSTED  
 SV0430  ___________________________________________________________________
 SV0430  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 SV0430  DYNAMIC HT  -         653.431 (meters)    2143.80  (feet)  COMP
 SV0430  MODELED GRAV-     980,628.7   (mgal)                       NAVD 88
 SV0430
 SV0430  VERT ORDER  -  SECOND    CLASS 0
 SV0430
 SV0430.The horizontal coordinates were scaled from a topographic map and have
 SV0430.an estimated accuracy of +/- 6 seconds.
 SV0430
 SV0430.The orthometric height was determined by differential leveling
 SV0430.and adjusted by the National Geodetic Survey in June 1991..
 SV0430
 SV0430.The geoid height was determined by GEOID03.
 SV0430
 SV0430.The dynamic height is computed by dividing the NAVD 88
 SV0430.geopotential number by the normal gravity value computed on the
 SV0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0430.degrees latitude (g = 980.6199 gals.).
 SV0430
 SV0430.The modeled gravity was interpolated from observed gravity values.
 SV0430
 SV0430;                    North         East    Units  Estimated Accuracy
 SV0430;SPC ID W     -   664,920.      726,080.      MT  (+/- 180 meters Scaled)
 SV0430
 SV0430                          SUPERSEDED SURVEY CONTROL
 SV0430
 SV0430  NGVD 29 (??/??/92)  652.272  (m)         2140.00   (f) ADJ UNCH    2 0
 SV0430
 SV0430.Superseded values are not recommended for survey control.
 SV0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0430.See file dsdata.txt to determine how the superseded data were derived.
 SV0430
 SV0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN199770(NAD 83)
 SV0430_MARKER: DR = REFERENCE MARK DISK
 SV0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0430_STAMPING: IDA 90-71 NO 1 1958
 SV0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0430+STABILITY: SURFACE MOTION
 SV0430
 SV0430  HISTORY     - Date     Condition        Report By
 SV0430  HISTORY     - 1958     MONUMENTED       CGS
 SV0430
 SV0430                          STATION DESCRIPTION
 SV0430
 SV0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0430'3.6 MI E FROM COEUR DALENE.
 SV0430'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR DALENE,
 SV0430'THENCE 3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 10 TO A PARKING AREA ON
 SV0430'THE RIGHT.  SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES, 22.46
 SV0430'FEET EAST OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0428 ***********************************************************************
 SV0428  DESIGNATION -  IDA 90 71 RM 2
 SV0428  PID         -  SV0428
 SV0428  STATE/COUNTY-  ID/KOOTENAI
 SV0428  USGS QUAD   -  FERNAN LAKE (1981)
 SV0428
 SV0428                         *CURRENT SURVEY CONTROL
 SV0428  ___________________________________________________________________
 SV0428* NAD 83(1986)-  47 38 47.     (N)    116 44 03.     (W)     SCALED    
 SV0428* NAVD 88     -       653.449  (meters)    2143.86   (feet)  ADJUSTED  
 SV0428  ___________________________________________________________________
 SV0428  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 SV0428  DYNAMIC HT  -         653.473 (meters)    2143.94  (feet)  COMP
 SV0428  MODELED GRAV-     980,628.8   (mgal)                       NAVD 88
 SV0428
 SV0428  VERT ORDER  -  SECOND    CLASS 0
 SV0428
 SV0428.The horizontal coordinates were scaled from a topographic map and have
 SV0428.an estimated accuracy of +/- 6 seconds.
 SV0428
 SV0428.The orthometric height was determined by differential leveling
 SV0428.and adjusted by the National Geodetic Survey in June 1991..
 SV0428
 SV0428.The geoid height was determined by GEOID03.
 SV0428
 SV0428.The dynamic height is computed by dividing the NAVD 88
 SV0428.geopotential number by the normal gravity value computed on the
 SV0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0428.degrees latitude (g = 980.6199 gals.).
 SV0428
 SV0428.The modeled gravity was interpolated from observed gravity values.
 SV0428
 SV0428;                    North         East    Units  Estimated Accuracy
 SV0428;SPC ID W     -   664,920.      726,060.      MT  (+/- 180 meters Scaled)
 SV0428
 SV0428                          SUPERSEDED SURVEY CONTROL
 SV0428
 SV0428  NGVD 29 (??/??/92)  652.314  (m)         2140.13   (f) ADJ UNCH    2 0
 SV0428
 SV0428.Superseded values are not recommended for survey control.
 SV0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0428.See file dsdata.txt to determine how the superseded data were derived.
 SV0428
 SV0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN199770(NAD 83)
 SV0428_MARKER: DR = REFERENCE MARK DISK
 SV0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0428_STAMPING: IDA 90-71 NO 2 1958
 SV0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0428+STABILITY: SURFACE MOTION
 SV0428
 SV0428  HISTORY     - Date     Condition        Report By
 SV0428  HISTORY     - 1958     MONUMENTED       CGS
 SV0428
 SV0428                          STATION DESCRIPTION
 SV0428
 SV0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0428'3.6 MI E FROM COEUR DALENE.
 SV0428'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR DALENE,
 SV0428'THENCE 3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 10 TO A PARKING AREA ON
 SV0428'THE RIGHT.  45.71 FEET NORTHWEST OF THE STATION MARK, SET IN A SQUARE
 SV0428'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1145 ***********************************************************************
 SV1145  DESIGNATION -  IDA 90 71 RM 3
 SV1145  PID         -  SV1145
 SV1145  STATE/COUNTY-  ID/KOOTENAI
 SV1145  USGS QUAD   -  FERNAN LAKE (1981)
 SV1145
 SV1145                         *CURRENT SURVEY CONTROL
 SV1145  ___________________________________________________________________
 SV1145* NAD 83(1986)-  47 38 47.     (N)    116 44 01.     (W)     SCALED    
 SV1145* NAVD 88     -       653.39   (meters)    2143.7    (feet)  RESET     
 SV1145  ___________________________________________________________________
 SV1145  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 SV1145
 SV1145  VERT ORDER  -  THIRD
 SV1145
 SV1145.The horizontal coordinates were scaled from a topographic map and have
 SV1145.an estimated accuracy of +/- 6 seconds.
 SV1145
 SV1145.The orthometric height was computed from unverified reset data.
 SV1145.No vertical observational check was made to the station.
 SV1145
 SV1145.The geoid height was determined by GEOID03.
 SV1145
 SV1145;                    North         East    Units  Estimated Accuracy
 SV1145;SPC ID W     -   664,920.      726,100.      MT  (+/- 180 meters Scaled)
 SV1145
 SV1145                          SUPERSEDED SURVEY CONTROL
 SV1145
 SV1145  NGVD 29 (03/27/06)  652.25   (m)         2139.9    (f) RESET       3  
 SV1145
 SV1145.Superseded values are not recommended for survey control.
 SV1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1145.See file dsdata.txt to determine how the superseded data were derived.
 SV1145
 SV1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN200770(NAD 83)
 SV1145_MARKER: DR = REFERENCE MARK DISK
 SV1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1145_SP_SET: CONCRETE POST
 SV1145_STAMPING: IDA 90 71 1958 NO 3 1979
 SV1145_MARK LOGO: NGS   
 SV1145_PROJECTION: RECESSED 12 CENTIMETERS
 SV1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1145+STABILITY: SURFACE MOTION
 SV1145
 SV1145  HISTORY     - Date     Condition        Report By
 SV1145  HISTORY     - 1979     MONUMENTED       NGS
 SV1145  HISTORY     - 1980     GOOD             NGS
 SV1145
 SV1145                          STATION DESCRIPTION
 SV1145
 SV1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SV1145'5.7 KM (3.50 MI) SE FROM COEUR D ALENE.
 SV1145'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 SV1145'0.16 KM (0.10 MI) SOUTH ALONG 4TH STREET FROM THE POST OFFICE IN COEUR
 SV1145'D ALENE, THENCE 5.6 KM (3.50 MI) EAST ALONG U.S. HIGHWAY 10 TO
 SV1145'MILEPOST 17 AND THE MARK ON THE RIGHT, 15.7 M (51.5 FT) WEST OF THE
 SV1145'CENTERLINE OF THE HIGHWAY, 5.3 M (17.4 FT) EAST OF THE BANK OF THE
 SV1145'LAKE, 2.7 M (8.9 FT) WEST OF MILEPOST 17, AND 2.4 M (7.9 FT)
 SV1145'SOUTH-SOUTHWEST OF A 4-TRUNKED ELM TREE.
 SV1145'THE MARK IS 3.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1591 ***********************************************************************
 SV1591  DESIGNATION -  IDA 90 72
 SV1591  PID         -  SV1591
 SV1591  STATE/COUNTY-  ID/KOOTENAI
 SV1591  USGS QUAD   -  FERNAN LAKE (1981)
 SV1591
 SV1591                         *CURRENT SURVEY CONTROL
 SV1591  ___________________________________________________________________
 SV1591* NAD 83(1992)-  47 37 46.10316(N)    116 42 27.95842(W)     ADJUSTED  
 SV1591* NAVD 88     -       702.     (meters)    2303.     (feet)  SCALED    
 SV1591  ___________________________________________________________________
 SV1591  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 SV1591  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 SV1591
 SV1591  HORZ ORDER  -  SECOND
 SV1591
 SV1591.The horizontal coordinates were established by classical geodetic methods
 SV1591.and adjusted by the National Geodetic Survey in July 1992..
 SV1591
 SV1591.The orthometric height was scaled from a topographic map.
 SV1591
 SV1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1591
 SV1591.The geoid height was determined by GEOID03.
 SV1591
 SV1591;                    North         East     Units Scale Factor Converg.
 SV1591;SPC ID W     -   663,016.708   728,021.172   MT  0.99999698   -0 42 27.5
 SV1591;UTM  11      - 5,275,160.399   521,954.953   MT  0.99960592   +0 12 57.3
 SV1591
 SV1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1591!SPC ID W     -   0.99989269  x   0.99999698  =   0.99988967
 SV1591!UTM  11      -   0.99989269  x   0.99960592  =   0.99949865
 SV1591
 SV1591|---------------------------------------------------------------------|
 SV1591| PID    Reference Object                     Distance      Geod. Az  |
 SV1591|                                                           dddmmss.s |
 SV1591| CH6740 IDA 90 72 RM 1                        6.615 METERS 07302     |
 SV1591| CH6742 IDA 90 72 RM 3                        8.680 METERS 07419     |
 SV1591| CH6741 IDA 90 72 RM 2                       14.636 METERS 23250     |
 SV1591| SV0429 IDA 90 71                           APPROX. 2.7 KM 3134446.9 |
 SV1591| CH6743 IDA 90 72 RM 4                       10.426 METERS 31503     |
 SV1591|---------------------------------------------------------------------|
 SV1591
 SV1591                          SUPERSEDED SURVEY CONTROL
 SV1591
 SV1591  NAD 83(1986)-  47 37 46.10746(N)    116 42 27.94916(W) AD(       ) 2
 SV1591  NAD 27      -  47 37 46.42867(N)    116 42 24.27533(W) AD(       ) 2
 SV1591
 SV1591.Superseded values are not recommended for survey control.
 SV1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1591.See file dsdata.txt to determine how the superseded data were derived.
 SV1591
 SV1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2195575160(NAD 83)
 SV1591_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1591_SETTING: 66 = SET IN ROCK OUTCROP
 SV1591
 SV1591  HISTORY     - Date     Condition        Report By
 SV1591  HISTORY     - 1958     MONUMENTED       CGS
 SV1591  HISTORY     - 1977     GOOD             NGS
 SV1591  HISTORY     - 1980     GOOD             NGS
 SV1591
 SV1591                          STATION DESCRIPTION
 SV1591
 SV1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1591'THE STATION IS 2.7 MILES WESTERLY ALONG U.S. HIGHWAY 10 FROM
 SV1591'ITS JUNCTION WITH U.S. HIGHWAY 95 ALTERNATE AT THE EAST END OF
 SV1591'COEUR D ALENE LAKE (WOLF LODGE BAY), ON THE SOUTH SIDE OF
 SV1591'U.S. HIGHWAY 10 AND ON THE SUMMIT OF THE 4TH DEEP HIGHWAY CUT,
 SV1591'100 FEET NORTHEAST OF A NAVIGATION LIGHT, 60 FEET SOUTH OF
 SV1591'THE CENTER LINE OF THE HIGHWAY AND 15 FEET SOUTH OF THE TOP OF
 SV1591'THE EMBANKMENT.
 SV1591'
 SV1591'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN CEMENT IN A
 SV1591'DRILL HOLE IN BEDROCK, 4 INCHES BELOW THE SURROUNDING SURFACE
 SV1591'AND STAMPED IDA 90-72 1958.
 SV1591'
 SV1591'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 SV1591'HOLE IN BEDROCK 4 FEET SOUTH OF THE EMBANKMENT, AND STAMPED
 SV1591'IDA 90-72 NO 1 1958.
 SV1591'
 SV1591'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 SV1591'HOLE IN OUTCROPING BEDROCK, 50 FEET NORTH OF THE NAVIGATION
 SV1591'LIGHT AND ABOUT 50 FEET ABOVE THE WATER LEVEL.  IT IS STAMPED
 SV1591'IDA 90-72 NO 2 1958.
 SV1591
 SV1591                          STATION RECOVERY (1977)
 SV1591
 SV1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SV1591'THE STATION MARK WAS RECOVERED IN GOOD CONDITION REFERENCE MARKS 1
 SV1591'AND 2 HAVE BEEN DESTROYED WITH ONLY SOME CEMENT FOUND WHERE THEY WERE
 SV1591'IN THE ROCK.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED THIS DATE.  A
 SV1591'COMPLETE NEW DESCRIPTION FOLLOWS--
 SV1591'
 SV1591'THE STATION IS LOCATED 7 MILES SOUTHEAST OF COEUR-D-ALENE AT THE
 SV1591'NAVIGATION LIGHT ON WOLF LODGE BAY OF LAKE COEUR-D-ALENE.
 SV1591'
 SV1591'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 97 AND U.S.
 SV1591'HIGHWAY 10 AT THE EAST END OF LAKE COEUR-D-ALENE GO WEST ON U.S.
 SV1591'HIGHWAY 10 FOR 2.7 MILES TO A DEEP CUT AND THE MARK ON THE LEFT ABOUT
 SV1591'100 FEET NORTH OF THE NAVIGATION LIGHT.
 SV1591'
 SV1591'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SV1591'STAMPED---IDA 90-72 1958---SET INTO A ROCK LEDGE 3 INCHES BELOW THE
 SV1591'GROUND SURFACE LOCATED 9.4 METERS (31 FEET) E FROM A 12 INCH FIR TREE
 SV1591'AND 4.6 METERS (15 FEET) S FROM THE EDGE OF THE HILL.
 SV1591'
 SV1591'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV1591'STAMPED---IDA 90-72 1958 NO 3 1979---SET INTO ROCK OUTCROP LOCATED
 SV1591'0.3 METER (1 FOOT) FROM THE NORTH EDGE OF THE HILL AND 0.6
 SV1591'METER (2 FEET) HIGHER THAN THE STATION.
 SV1591'
 SV1591'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV1591'STAMPED---IDA 90-72 1958 NO 4 1979---SET INTO ROCK OUTCROP LOCATED
 SV1591'5.64 METERS (18.5 FEET) N FROM THE 12 INCH FIR, 0.9 METER (3 FEET) S
 SV1591'FROM THE NORTH EDGE OF THE HILL, AND 0.6 METER (2 FEET) HIGHER THAN
 SV1591'THE STATION.
 SV1591
 SV1591                          STATION RECOVERY (1980)
 SV1591
 SV1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 SV1591'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 SV1591'CONDITION AS DESCRIBED IN 1979.  THE AZIMUTH MARK SET IN 1958 WAS
 SV1591'NEVER AN ANGLE TO IT.  THE AZIMUTH MARK WAS POSITIONED THIS
 SV1591'DATE.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS COMPARED WITH
 SV1591'THE 1979 DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 SV1591'
 SV1591'THE STATION IS LOCATED ABOUT 7 MILES EAST OF COEUR D ALENE ON THE
 SV1591'SOUTH SIDE OF U.S. HIGHWAY 10 AND ON TOP OF A LARGE CUT BANK.
 SV1591'
 SV1591'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND
 SV1591'INTERSTATE HIGHWAY 90 IN COEUR D ALENE GO EAST ON INTERSTATE HIGHWAY
 SV1591'90 AND THEN U.S. HIGHWAY 10 FOR 4.9 MILES TO A STEEP CUT BANK ON THE
 SV1591'RIGHT AND THE STATION AT THE TOP OF THE CUT.
 SV1591'
 SV1591'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SV1591'STAMPED---IDA 90-72 1958---SET IN A DRILL HOLE IN BED ROCK 3 INCHES
 SV1591'BELOW THE GROUND SURFACE LOCATED 9.45 METERS (31 FEET) E FROM A
 SV1591'12-INCH FIR TREE AND 4.57 METERS (15 FEET) S FROM THE NORTH EDGE OF
 SV1591'THE CUT.
 SV1591'
 SV1591'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV1591'STAMPED---IDA 90-72 1958 NO3 1979---SET INTO ROCK OUTCROP LOCATED
 SV1591'0.30 METER (1 FOOT) S FROM THE NORTH EDGE OF THE HILL AND 0.6 METER
 SV1591'(2 FEET) HIGHER THAN THE STATION.
 SV1591'
 SV1591'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV1591'STAMPED---IDA 90-72 1958 NO 4 1979---SET INTO ROCK OUTCROP LOCATED
 SV1591'5.67 METERS (18.6 FEET) N FROM THE 12-INCH FIR TREE, 0.91 METER (3
 SV1591'FEET) S FROM THE NORTH EDGE OF THE HILL, AND 0.6 METER (2 FEET)
 SV1591'HIGHER THAN THE STATION.
 SV1591'
 SV1591'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SV1591'NOS) DISK STAMPED---IDA 90-72 1958---SET INTO ROCK OUTCROP LOCATED
 SV1591'3.66 METERS (12 FEET) S FROM THE NORTH EDGE OF THE CUT ON THE HIGHEST
 SV1591'POINT OF THE ROCK OUT CROP.
 SV1591'
 SV1591'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON U.S.
 SV1591'HIGHWAY 10 FOR 0.3 MILE TO THE CUT AND THE STATION ON THE HIGHEST
 SV1591'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1756 ***********************************************************************
 SV1756  DESIGNATION -  IDA 90 73 2 RESET
 SV1756  PID         -  SV1756
 SV1756  STATE/COUNTY-  ID/KOOTENAI
 SV1756  USGS QUAD   -  COEUR D'ALENE (1996)
 SV1756
 SV1756                         *CURRENT SURVEY CONTROL
 SV1756  ___________________________________________________________________
 SV1756* NAD 83(1992)-  47 37 35.43651(N)    116 40 28.54385(W)     ADJUSTED  
 SV1756* NAVD 88     -                                                        
 SV1756  ___________________________________________________________________
 SV1756  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 SV1756  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 SV1756
 SV1756  HORZ ORDER  -  THIRD
 SV1756
 SV1756.The horizontal coordinates were established by classical geodetic methods
 SV1756.and adjusted by the National Geodetic Survey in July 1992..
 SV1756.No horizontal observational check was made to the station.
 SV1756
 SV1756
 SV1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1756
 SV1756.The geoid height was determined by GEOID03.
 SV1756
 SV1756;                    North         East     Units Scale Factor Converg.
 SV1756;SPC ID W     -   662,657.047   730,510.097   MT  0.99999265   -0 40 59.1
 SV1756;UTM  11      - 5,274,841.024   524,448.383   MT  0.99960735   +0 14 25.4
 SV1756
 SV1756|---------------------------------------------------------------------|
 SV1756| PID    Reference Object                     Distance      Geod. Az  |
 SV1756|                                                           dddmmss.s |
 SV1756| SV0442 IDA 90 73 RESET RM 1                 10.488 METERS 02416     |
 SV1756| SV0440 IDA 90 73                            14.190 METERS 02824     |
 SV1756| SV1583 IDA 90 74                           APPROX. 2.0 KM 1162013.3 |
 SV1756| CH6746 IDA 90 73 B                                        1700828.3 |
 SV1756|---------------------------------------------------------------------|
 SV1756
 SV1756                          SUPERSEDED SURVEY CONTROL
 SV1756
 SV1756  NAD 83(1986)-  47 37 35.44090(N)    116 40 28.53454(W) AD(       ) 3
 SV1756
 SV1756.Superseded values are not recommended for survey control.
 SV1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1756.See file dsdata.txt to determine how the superseded data were derived.
 SV1756
 SV1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2444874841(NAD 83)
 SV1756_MARKER: DS = TRIANGULATION STATION DISK
 SV1756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV1756_SP_SET: BRIDGE JOINT
 SV1756_STAMPING: IDA 90-73 RESET 1972 1981
 SV1756_MARK LOGO: NGS   
 SV1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1756+STABILITY: SURFACE MOTION
 SV1756
 SV1756  HISTORY     - Date     Condition        Report By
 SV1756  HISTORY     - 1981     MONUMENTED       NGS
 SV1756  HISTORY     - 1981     GOOD             NGS
 SV1756
 SV1756                          STATION DESCRIPTION
 SV1756
 SV1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SV1756'14.5 KM (9.00 MI) EAST FROM COEUR D ALENE.
 SV1756'14.5 KM (9.00 MI) EAST ALONG INTERSTATE HIGHWAY 90 FROM ITS JUNCTION
 SV1756'WITH US HIGHWAY 95 IN COEUR D ALENE TO THE SOUTHEAST CORNER OF THE
 SV1756'BRIDGE OVER BLUE CREEK BAY, 5.17 M (17.0 FT) SOUTH OF THE CENTER OF
 SV1756'THE EAST BOUND LANE AND 0.61 M (2.0 FT) NORTH OF THE SOUTH EDGE OF
 SV1756'THE BRIDGE.
 SV1756
 SV1756                          STATION RECOVERY (1981)
 SV1756
 SV1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 SV1756'THE STEM OF THE STATION MARK WAS RECOVERED AND A NEW DISK SET IN
 SV1756'THE DRILL HOLE.  REFERENCE MARK 1 WAS RECOVERED BUT THE STAMPING
 SV1756'HAS BEEN OBLITERATED BY ROAD EQUIPMENT.  A NEW REFERENCE MARK 2 WAS
 SV1756'ESTABLISHED AT THIS DATE.  THE DISTANCE AND DIRECTION TO REFERENCE
 SV1756'MARK 1 COMPARED FAVORABLY WITH THE 1972 DATA.  DUE TO CHANGES A
 SV1756'COMPLETE NEW DESCRIPTION FOLLOWS.
 SV1756'
 SV1756'THE STATION IS LOCATED ABOUT 8 MILES EAST OF COEUR D ALENE, 1.1/2
 SV1756'MILES WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY
 SV1756'97 AND AT THE SOUTHEAST CORNER OF THE BRIDGE OVER BLUE CREEK BAY.
 SV1756'
 SV1756'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 SV1756'U.S. HIGHWAY 95 IN COEUR D ALENE GO EAST FOR 9.0 MILES TO THE EAST
 SV1756'END OF THE BRIDGE OVER BLUE CREEK BAY AND THE STATION ON THE RIGHT.
 SV1756'
 SV1756'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 SV1756'---IDA 90-73 RESET 1972 1981------SET IN A DRILL HOLE AT THE
 SV1756'SOUTHEAST CORNER OF THE BRIDGE LOCATED 5.18 METERS (17 FEET) S FROM
 SV1756'THE CENTER OF THE EAST BOUND LANES AND 0.61 METER (2 FEET) N FROM THE
 SV1756'SOUTHEDGE OF THE BRIDGE.
 SV1756'
 SV1756'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV1756'SET IN A DRILL HOLE IN THE EXPANSION JOINT
 SV1756'AT THE NORTH EAST CORNER OF THE BRIDGE OF THE EAST BOUND LANE.  THE
 SV1756'STAMPING ON THE DISK HAS BEEN OBLITERATED.  THE MARK IS LOCATED 5.18
 SV1756'METERS (17 FEET) N FROM THE CENTER OF THE EAST BOUND LANE AND 0.61
 SV1756'METER (2 FEET) S FROM THE DIVIDER OF THE BRIDGE.
 SV1756'
 SV1756'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SV1756'STAMPED---IDA 90-73 RESET 1972 NO 2 1981------SET IN A DRILL HOLE
 SV1756'IN THE BRIDGE FLOOR NEAR THE SOUTHEAST CORNER OF THE BRIDGE AND
 SV1756'LOCATED 6.10 METERS (20 FEET) W FROM THE EAST END OF THE BRIDGE AND
 SV1756'0.76 METER (2.5 FEET) N FROM THE SOUTH EDGE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1581 ***********************************************************************
 SV1581  DESIGNATION -  IDA 90 73 A
 SV1581  PID         -  SV1581
 SV1581  STATE/COUNTY-  ID/KOOTENAI
 SV1581  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV1581
 SV1581                         *CURRENT SURVEY CONTROL
 SV1581  ___________________________________________________________________
 SV1581* NAD 83(1992)-  47 37 14.80412(N)    116 41 22.85648(W)     ADJUSTED  
 SV1581* NAVD 88     -       735.8    (meters)    2414.     (feet)  VERTCON   
 SV1581  ___________________________________________________________________
 SV1581  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 SV1581  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 SV1581
 SV1581  HORZ ORDER  -  SECOND
 SV1581
 SV1581.The horizontal coordinates were established by classical geodetic methods
 SV1581.and adjusted by the National Geodetic Survey in July 1992..
 SV1581
 SV1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1581
 SV1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1581
 SV1581.The geoid height was determined by GEOID03.
 SV1581
 SV1581;                    North         East     Units Scale Factor Converg.
 SV1581;SPC ID W     -   662,033.512   729,368.503   MT  0.99999462   -0 41 39.0
 SV1581;UTM  11      - 5,274,199.420   523,317.424   MT  0.99960668   +0 13 45.2
 SV1581
 SV1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1581!SPC ID W     -   0.99988740  x   0.99999462  =   0.99988202
 SV1581!UTM  11      -   0.99988740  x   0.99960668  =   0.99949412
 SV1581
 SV1581:                Primary Azimuth Mark                     Grid Az
 SV1581:SPC ID W     -  IDA 90 73                                061 01 33.6
 SV1581:UTM  11      -  IDA 90 73                                060 06 09.4
 SV1581
 SV1581|---------------------------------------------------------------------|
 SV1581| PID    Reference Object                     Distance      Geod. Az  |
 SV1581|                                                           dddmmss.s |
 SV1581| SV0440 IDA 90 73                           APPROX. 1.3 KM 0601954.6 |
 SV1581| CH6744 IDA 90 73 A RM 1                     11.921 METERS 18630     |
 SV1581| CH6745 IDA 90 73 A RM 2                     12.733 METERS 27646     |
 SV1581|---------------------------------------------------------------------|
 SV1581
 SV1581                          SUPERSEDED SURVEY CONTROL
 SV1581
 SV1581  NAD 83(1986)-  47 37 14.80845(N)    116 41 22.84714(W) AD(       ) 2
 SV1581  NAD 27      -  47 37 15.12885(N)    116 41 19.17756(W) AD(       ) 2
 SV1581  NGVD 29 (07/19/86)  734.7    (m)         2410.     (f) VERT ANG       
 SV1581
 SV1581.Superseded values are not recommended for survey control.
 SV1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1581.See file dsdata.txt to determine how the superseded data were derived.
 SV1581
 SV1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2331774199(NAD 83)
 SV1581_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1581
 SV1581  HISTORY     - Date     Condition        Report By
 SV1581  HISTORY     - 1958     MONUMENTED       CGS
 SV1581  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SV1581
 SV1581                          STATION DESCRIPTION
 SV1581
 SV1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1581'THE STATION IS ABOUT 6 MILES SOUTHEAST OF COEUR D ALENE, ON
 SV1581'THE SOUTH SIDE OF WOLF LODGE BAY, THE WEST SIDE OF BEAUTY
 SV1581'BAY, ON THE RIDGE BETWEEN BEAUTY BAY AND MOSCOW BAY, ABOUT
 SV1581'300 FEET ABOVE THE LAKE LEVEL, AND ABOUT 300 FEET WEST OF A
 SV1581'GRAVELED ROAD LEADING TO SOME SUMMER HOMES ON THE LAKE SHORE.
 SV1581'
 SV1581'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 95
 SV1581'ALTERNATE, WHICH IS ABOUT 9 MILES EAST OF COEUR D ALENE, GO
 SV1581'SOUTH AND WESTERLY AROUND THE SOUTH SIDE OF THE LAKE ON
 SV1581'U.S. HIGHWAY 95 ALTERNATE FOR 4.6 MILES TO WHERE A ROAD LEADS
 SV1581'TO THE RIGHT, ABOUT 75 YARDS AFTER PASSING OVER THE CREST
 SV1581'OF A RIDGE.  TURN RIGHT ON DIRT ROAD AND GO 100 YARDS TO A
 SV1581'FORK.  TAKE RIGHT FORK FOR 0.3 MILE TO A FORK.  TAKE LEFT FORK
 SV1581'FOR 0.7 MILE, NORTHERLY, TO A CURVE IN ROAD WHERE IT PASSES
 SV1581'OVER RIDGE AND CONTINUES ON DOWN GRADE TOWARDS THE LAKE.
 SV1581'TURN LEFT UP CREST OF RIDGE FOR ABOUT 300 FEET TO A SMALL
 SV1581'CLEARING AND STATION ABOUT 40 FEET TO THE NORTH AND 10 FEET
 SV1581'LOWER THAN THE CREST OF THE RIDGE.
 SV1581'
 SV1581'THE STATION AND UNDERGROUND MARK, STAMPED IDA 73 A 1958, ARE
 SV1581'STANDARD TRIANGULATION DISKS SET IN A SQUARE CONCRETE POST
 SV1581'PROJECTING 2 INCHES.  THE STATION IS 13-1/2 FEET NORTHEAST
 SV1581'OF A 15 INCH PINE TREE WITH A TRIANGLE BLAZED ON IT.
 SV1581'
 SV1581'REFERENCE MARK NO. 1, STAMPED IDA 73 A NO 1 1958, IS A
 SV1581'STANDARD REFERENCE DISK SET IN A DRILL HOLE IN BEDROCK, 6 FEET
 SV1581'EAST OF A 10 INCH PINE TREE WITH A TRIANGLE BLAZE ON IT.
 SV1581'
 SV1581'REFERENCE MARK NO. 2, STAMPED IDA 73 A NO 2 1958, IS A
 SV1581'STANDARD REFERENCE DISK SET IN A DRILL HOLE IN BEDROCK AND
 SV1581'ABOUT LEVEL WITH THE STATION.
 SV1581
 SV1581                          STATION RECOVERY (1972)
 SV1581
 SV1581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SV1581'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 SV1581'GOOD CONDITION.  THE MEASUREMENT TO REFERENCE MARK NO. 1 WAS
 SV1581'MEASURED 0.1 FOOT SHORTER THAN ORIGINALLY, BUT THE ANGLE
 SV1581'BETWEEN THE MARKS CHECKS AND NO MOVEMENT IS INDICATED.
 SV1581'
 SV1581'REACHED FROM THE POINT WHERE 4TH STREET PASSES OVER
 SV1581'INTERSTATE HIGHWAY 90 IN COEUR D ALENE BY GOING EAST ON I-90
 SV1581'FOR 9.8 MILES TO THE WOLF LODGE INTERCHANGE, GO SOUTH ON
 SV1581'U.S. HIGHWAY 95 ALTERNATE FOR 3.7 MILES TO A HORSESHOE CURVE
 SV1581'AT THE SOUTH END OF THE LAKE, CONTINUE ALONG THE WEST SIDE
 SV1581'OF THE LAKE FOR 0.95 MILE TO A ROAD RIGHT, 75 YARDS NORTHWEST
 SV1581'OF A REST AREA, TURN RIGHT AND FOLLOW THE GRAVEL ROAD 0.35
 SV1581'MILE TO A REVERSE Y, CONTINUE ON MAIN ROAD 0.2 MILE, KEEP
 SV1581'RIGHT FORK 0.05 MILE TO A LOCKED CABLE ACROSS THE ROAD.
 SV1581'(INFORMATION ON COMBINATION LOCK MAY BE OBTAINED FROM A.V.
 SV1581'HIPPLER, 901 C ST. OR LE PARK AND FRAME, 206 NORTH 4TH
 SV1581'STREET, BOTH OF COEUR D ALENE).  CONTINUE ALONG THE ROAD
 SV1581'FOR 0.45 MILE TO A SHARP CURVE LEFT AND A DIM FORK RIGHT.
 SV1581'FROM THIS POINT, WALK BACK ALONG THE RIDGE WHICH ALMOST
 SV1581'PARALLELS THE ROAD, IN A WESTERLY DIRECTION, ABOUT 100
 SV1581'YARDS TO A CLEARING AND THE STATION.
 SV1581'
 SV1581'THE STATION MARK, STAMPED IDA 73 A 1958, IS A STANDARD DISK
 SV1581'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 SV1581'ON THE NORTHERN SLOPE OF THE RIDGE, ABOUT 10 FEET LOWER THAN
 SV1581'THE SUMMIT, 42 FEET NORTHEAST OF A 2-FOOT RED FIR WITH A
 SV1581'TRIANGLE BLAZE ON THE SOUTHEAST SIDE, 13 FEET EAST OF A 14-INCH
 SV1581'FIR TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE AND 4 FEET
 SV1581'NORTHEAST OF A METAL WITNESS POST.
 SV1581'
 SV1581'REFERENCE MARK NO. 1, STAMPED IDA 73 A NO 1 1958, IS A
 SV1581'STANDARD DISK SET IN BEDROCK FLUSH WITH THE GROUND, ON THE
 SV1581'EASTERN EDGE OF THE GRASSY CLEARING, 8 FEET EAST OF THE 2-FOOT
 SV1581'FIR WITH BLAZE, 5 FEET NORTH OF A 2-FOOT DIAMETER STUMP AND
 SV1581'ABOUT 8 FEET HIGHER THAN THE STATION MARK.
 SV1581'
 SV1581'REFERENCE MARK NO. 2, STAMPED IDA 73 A NO 2 1958, IS A
 SV1581'STANDARD DISK SET IN BEDROCK ON THE NORTHERN SLOPE OF THE
 SV1581'RIDGE, 29.6 FEET WEST OF THE 14-INCH FIR TREE WITH A TRIANGLE
 SV1581'BLAZE ON THE EAST SIDE, 14 FEET SOUTHWEST OF A 14-INCH FIR
 SV1581'TREE WHICH LEANS NOTICABLY TO THE EAST, AND ABOUT 3-1/2 FEET
 SV1581'HIGHER THAN THE STATION MARK.
 SV1581'
 SV1581'EITHER STATION IDA 90-72 OR IDA 90-73 2 WILL SERVE AS AN
 SV1581'AZIMUTH MARK FOR THIS STATION.
 SV1581'
 SV1581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 SV1581'SOUTHEAST OF COEUR D ALENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0442 ***********************************************************************
 SV0442  DESIGNATION -  IDA 90 73 RESET RM 1
 SV0442  PID         -  SV0442
 SV0442  STATE/COUNTY-  ID/KOOTENAI
 SV0442  USGS QUAD   -  FERNAN LAKE (1981)
 SV0442
 SV0442                         *CURRENT SURVEY CONTROL
 SV0442  ___________________________________________________________________
 SV0442* NAD 83(1986)-  47 37 35.     (N)    116 40 28.     (W)     SCALED    
 SV0442* NAVD 88     -       658.06   (meters)    2159.0    (feet)  RESET     
 SV0442  ___________________________________________________________________
 SV0442  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 SV0442
 SV0442  VERT ORDER  -  THIRD
 SV0442
 SV0442.The horizontal coordinates were scaled from a topographic map and have
 SV0442.an estimated accuracy of +/- 6 seconds.
 SV0442
 SV0442.The orthometric height was computed from unverified reset data.
 SV0442.No vertical observational check was made to the station.
 SV0442
 SV0442.The geoid height was determined by GEOID03.
 SV0442
 SV0442;                    North         East    Units  Estimated Accuracy
 SV0442;SPC ID W     -   662,640.      730,520.      MT  (+/- 180 meters Scaled)
 SV0442
 SV0442                          SUPERSEDED SURVEY CONTROL
 SV0442
 SV0442  NGVD 29 (??/??/??)  656.92   (m)         2155.2    (f) RESET       3  
 SV0442
 SV0442.Superseded values are not recommended for survey control.
 SV0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0442.See file dsdata.txt to determine how the superseded data were derived.
 SV0442
 SV0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN244748(NAD 83)
 SV0442_MARKER: DR = REFERENCE MARK DISK
 SV0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0442_SP_SET: BRIDGE
 SV0442_STAMPING: IDA 90-73 NO 1 1972 RESET
 SV0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0442
 SV0442  HISTORY     - Date     Condition        Report By
 SV0442  HISTORY     - 1972     MONUMENTED       NGS
 SV0442
 SV0442                          STATION DESCRIPTION
 SV0442
 SV0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SV0442'7.5 MI E FROM COEUR DALENE.
 SV0442'6.2 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM THE POINT WHERE
 SV0442'SHERMAN AVENUE PASSES UNDER I-90, 1.3 MILES WEST OF THE WOLF LODGE
 SV0442'INTERCHANGE, AT THE NORTHEAST CORNER OF THE BRIDGE WHICH CARRIES THE
 SV0442'EASTBOUND TRAFFIC OVER BLUE CREEK BAY, 17 FEET NORTH OF THE CENTER OF
 SV0442'THE EAST-BOUND LANES, 3 FEET SOUTH OF THE NORTH EDGE OF THE BRIDGE,
 SV0442'AND 6 INCHES EAST OF AN EXPANSION JOINT, A REFERENCE MARK DISK SET IN
 SV0442'THE CONCRETE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1583 ***********************************************************************
 SV1583  DESIGNATION -  IDA 90 74
 SV1583  PID         -  SV1583
 SV1583  STATE/COUNTY-  ID/KOOTENAI
 SV1583  USGS QUAD   -  MOUNT COEUR D'ALENE (1996)
 SV1583
 SV1583                         *CURRENT SURVEY CONTROL
 SV1583  ___________________________________________________________________
 SV1583* NAD 83(1992)-  47 37 07.21764(N)    116 39 04.26005(W)     ADJUSTED  
 SV1583* NAVD 88     -       652.7    (meters)    2141.     (feet)  VERTCON   
 SV1583  ___________________________________________________________________
 SV1583  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 SV1583  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 SV1583
 SV1583  HORZ ORDER  -  SECOND
 SV1583
 SV1583.The horizontal coordinates were established by classical geodetic methods
 SV1583.and adjusted by the National Geodetic Survey in July 1992..
 SV1583
 SV1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1583
 SV1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1583
 SV1583.The geoid height was determined by GEOID03.
 SV1583
 SV1583;                    North         East     Units Scale Factor Converg.
 SV1583;SPC ID W     -   661,764.886   732,259.548   MT  0.99998970   -0 39 56.5
 SV1583;UTM  11      - 5,273,977.504   526,211.309   MT  0.99960844   +0 15 27.6
 SV1583
 SV1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1583!SPC ID W     -   0.99990041  x   0.99998970  =   0.99989011
 SV1583!UTM  11      -   0.99990041  x   0.99960844  =   0.99950889
 SV1583
 SV1583|---------------------------------------------------------------------|
 SV1583| PID    Reference Object                     Distance      Geod. Az  |
 SV1583|                                                           dddmmss.s |
 SV1583| CH6749 IDA 90 74 RM 3                       23.517 METERS 04034     |
 SV1583| CH6747 IDA 90 74 RM 1                       33.966 METERS 05932     |
 SV1583| CH6748 IDA 90 74 RM 2                       47.607 METERS 19305     |
 SV1583| SV1756 IDA 90 73 2 RESET                   APPROX. 2.0 KM 2962115.5 |
 SV1583|---------------------------------------------------------------------|
 SV1583
 SV1583                          SUPERSEDED SURVEY CONTROL
 SV1583
 SV1583  NAD 83(1986)-  47 37 07.22204(N)    116 39 04.25079(W) AD(       ) 2
 SV1583  NAD 27      -  47 37 07.53980(N)    116 39 00.58644(W) AD(       ) 2
 SV1583  NGVD 29 (07/19/86)  651.6    (m)         2138.     (f) VERT ANG       
 SV1583
 SV1583.Superseded values are not recommended for survey control.
 SV1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1583.See file dsdata.txt to determine how the superseded data were derived.
 SV1583
 SV1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2621173978(NAD 83)
 SV1583_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1583
 SV1583  HISTORY     - Date     Condition        Report By
 SV1583  HISTORY     - 1958     MONUMENTED       CGS
 SV1583  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SV1583  HISTORY     - 1981     GOOD             NGS
 SV1583
 SV1583                          STATION DESCRIPTION
 SV1583
 SV1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1583'THE STATION IS ON THE SOUTHEAST SIDE OF WOLF LODGE BAY NEAR
 SV1583'THE EAST END OF COEUR D ALENE LAKE.  0.4 MILE SOUTH ALONG U.S.
 SV1583'HIGHWAY 95 ALT. FROM ITS JUNCTION WITH U.S. HIGHWAY 10, 28-1/2
 SV1583'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 12 FEET
 SV1583'SOUTHEAST OF THE EDGE OF THE EMBANKMENT ALONG THE LAKE SHORE.
 SV1583'
 SV1583'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN A
 SV1583'CONCRETE POST PROJECTING ABOUT 3 INCHES.  STAMPED IDA 90-74
 SV1583'1958.
 SV1583'
 SV1583'THE REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 SV1583'HOLES IN THE FACE OF THE ROCK CLIFF (HIGH CUT EMBANKMENT)
 SV1583'ON THE SOUTHEAST SIDE OF THE HIGHWAY.
 SV1583'
 SV1583'NO. 1, STAMPED IDA 90-74 NO 1 1958, IS AT THE NORTH END OF
 SV1583'THE CLIFF ABOUT 4 FEET ABOVE THE ROAD BED.
 SV1583'
 SV1583'NO. 2, STAMPED IDA 90-74 NO 2 1958, IS NEAR THE CENTER OF THE
 SV1583'CLIFF ABOUT 125 FEET SOUTH OF THE NORTH END AND 6 FEET HIGHER
 SV1583'THAN THE ROAD BED.
 SV1583
 SV1583                          STATION RECOVERY (1972)
 SV1583
 SV1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SV1583'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED,
 SV1583'ALTHOUGH THE STATION MARK HAD BEEN RESET BY THE IDAHO
 SV1583'DEPARTMENT OF HIGHWAYS IN 1961.  REFERENCE MARK NO. 1 WAS
 SV1583'NOT FOUND, AND EVIDENTLY WAS DESTROYED WHEN A SIDE ROAD WAS
 SV1583'WIDENED AT THE POINT WHERE IT ENTERED THE HIGHWAY.  REFERENCE
 SV1583'MARK NO. 3 WAS ESTABLISHED.
 SV1583'
 SV1583'THE STATION IS ABOUT 9-1/2 MILES EAST OF COEUR D ALENE, NEAR
 SV1583'THE EAST END OF COEUR D ALENE LAKE, ON THE SOUTHEAST SIDE OF
 SV1583'WOLF LODGE BAY AND 0.4 MILE SOUTH OF THE INTERSECTION OF
 SV1583'U.S. HIGHWAY 95 AND INTERSTATE HIGHWAY 90 (THE WOLF LODGE
 SV1583'INTERCHANGE).
 SV1583'
 SV1583'REACHED FROM THE POINT WHERE 4TH STREET PASSES OVER INTERSTATE
 SV1583'HIGHWAY 90 IN COEUR D ALENE BY GOING EAST ON INTERSTATE HIGHWAY
 SV1583'90 FOR 9.8 MILES TO THE WOLF LODGE INTERCHANGE.  FROM THE
 SV1583'CROSSROAD AT THE SOUTHWEST END OF THE OVERPASS, GO SOUTHERLY
 SV1583'ON U.S. HIGHWAY 95 ALTERNATE FOR 0.35 MILE TO A ROAD LEFT AT
 SV1583'THE NORTH END OF A CUT-ROCK CLIFF AND THE STATION ON THE
 SV1583'RIGHT, 111.5 FEET SOUTHWEST OF THE NORTH END OF THE ROCK CUT.
 SV1583'
 SV1583'THE STATION MARK IS AN IDAHO DEPARTMENT OF HIGHWAYS DISK SET
 SV1583'IN A ROUND CONCRETE POST 2 INCHES BELOW GROUND, 88.1 FEET
 SV1583'SOUTH-SOUTHWEST OF THE SOUTHWEST ONE OF A ROW OF GUARDRAIL
 SV1583'POSTS, 29 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 9 FEET
 SV1583'SOUTHEAST OF THE NORTHWEST EDGE OF THE ROAD FILL, 3 FEET
 SV1583'SOUTHEAST OF A METAL WITNESS POST AND ABOUT 12 FEET ABOVE HIGH
 SV1583'WATER LINE.  DISK IS STAMPED IDA 90-74 1958 1961.
 SV1583'
 SV1583'REFERENCE MARK NO. 2, STAMPED IDA 90-74 NO 2 1958, IS A
 SV1583'STANDARD DISK SET ON A 1-FOOT WIDE LEDGE, 6 FEET ABOVE THE
 SV1583'ROAD, 26 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 10 YARDS
 SV1583'NORTH OF A PATCH OF VEGETATION GROWING ON THE ROCK CLIFF,
 SV1583'AND AT THE APPROXIMATE CENTER OF THE TURN-OUT AREA ON THE
 SV1583'LAKESIDE OF THE ROAD, (NW SIDE).
 SV1583'
 SV1583'REFERENCE MARK NO. 3, STAMPED IDA 90-74 1958 NO 3 1972, IS A
 SV1583'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 SV1583'GROUND, AT THE SOUTHWEST END OF THE GUARDRAIL.  IT IS 17 FEET
 SV1583'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 95 A, 8 FEET SOUTH OF
 SV1583'A MILAGE SIGNPOST, 7 FEET SOUTHEAST OF THE EDGE OF THE READBANK
 SV1583'(WHICH IS ALSO THE LAKE BANK) AND 5 FEET SOUTHWEST OF A 4-FOOT
 SV1583'HIGH STEEL POST WITH A REFLECTOR.
 SV1583'
 SV1583'STATION IDA 90-73 RESET WILL SERVE AS AN AZIMUTH MARK.
 SV1583'
 SV1583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 SV1583'EAST OF COEUR D ALENE.
 SV1583
 SV1583                          STATION RECOVERY (1981)
 SV1583
 SV1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 SV1583'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND
 SV1583'IN GOOD CONDITION AS DESCRIBED IN 1972 WITH THE ACCEPTION THAT IT IS
 SV1583'NOW STATE HIGHWAY 97
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1589 ***********************************************************************
 SV1589  DESIGNATION -  IDA 90 75
 SV1589  PID         -  SV1589
 SV1589  STATE/COUNTY-  ID/KOOTENAI
 SV1589  USGS QUAD   -  FERNAN LAKE (1981)
 SV1589
 SV1589                         *CURRENT SURVEY CONTROL
 SV1589  ___________________________________________________________________
 SV1589* NAD 83(1992)-  47 37 41.32640(N)    116 37 57.51642(W)     ADJUSTED  
 SV1589* NAVD 88     -       747.1    (meters)    2451.     (feet)  VERTCON   
 SV1589  ___________________________________________________________________
 SV1589  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 SV1589  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 SV1589
 SV1589  HORZ ORDER  -  SECOND
 SV1589
 SV1589.The horizontal coordinates were established by classical geodetic methods
 SV1589.and adjusted by the National Geodetic Survey in July 1992..
 SV1589
 SV1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1589
 SV1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1589
 SV1589.The geoid height was determined by GEOID03.
 SV1589
 SV1589;                    North         East     Units Scale Factor Converg.
 SV1589;SPC ID W     -   662,802.199   733,665.139   MT  0.99998739   -0 39 07.6
 SV1589;UTM  11      - 5,275,036.933   527,599.473   MT  0.99960936   +0 16 17.0
 SV1589
 SV1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1589!SPC ID W     -   0.99988562  x   0.99998739  =   0.99987301
 SV1589!UTM  11      -   0.99988562  x   0.99960936  =   0.99949502
 SV1589
 SV1589:                Primary Azimuth Mark                     Grid Az
 SV1589:SPC ID W     -  IDA 90 75 AZ MK                          086 06 09.0
 SV1589:UTM  11      -  IDA 90 75 AZ MK                          085 10 44.4
 SV1589
 SV1589|---------------------------------------------------------------------|
 SV1589| PID    Reference Object                     Distance      Geod. Az  |
 SV1589|                                                           dddmmss.s |
 SV1589| SV0452 IDA 90 75 AZ MK                     APPROX. 0.6 KM 0852701.4 |
 SV1589| CH6750 IDA 90 75 RM 1                       11.205 METERS 18804     |
 SV1589| CH6751 IDA 90 75 RM 2                       10.165 METERS 23305     |
 SV1589|---------------------------------------------------------------------|
 SV1589
 SV1589                          SUPERSEDED SURVEY CONTROL
 SV1589
 SV1589  NAD 83(1986)-  47 37 41.33073(N)    116 37 57.50737(W) AD(       ) 2
 SV1589  NAD 27      -  47 37 41.64653(N)    116 37 53.84433(W) AD(       ) 2
 SV1589  NGVD 29 (07/19/86)  746.0    (m)         2448.     (f) VERT ANG       
 SV1589
 SV1589.Superseded values are not recommended for survey control.
 SV1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1589.See file dsdata.txt to determine how the superseded data were derived.
 SV1589
 SV1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2759975037(NAD 83)
 SV1589_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1589_SETTING: 66 = SET IN ROCK OUTCROP
 SV1589
 SV1589  HISTORY     - Date     Condition        Report By
 SV1589  HISTORY     - 1958     MONUMENTED       CGS
 SV1589
 SV1589                          STATION DESCRIPTION
 SV1589
 SV1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1589'THE STATION IS ON THE NOSE OF THE RIDGE JUST TO THE NORTHWEST OF
 SV1589'THE INTERSECTION OF U.S. HIGHWAY 10 AND WOLF LODGE ROAD, 0.25
 SV1589'MILE NORTH OF U.S. HIGHWAY 10 AND 0.9 MILE NORTHEAST OF THE
 SV1589'INTERSECTION OF U.S. HIGHWAY 10 AND U.S. HIGHWAY 95 ALTERNATE.
 SV1589'
 SV1589'TO REACH FROM THE LAST MENTIONED INTERSECTION GO EASTERLY ON
 SV1589'U.S. HIGHWAY 10 FOR 0.9 MILE TO WOLF LODGE ROAD ON THE LEFT,
 SV1589'TURN LEFT, NORTHEAST, ON THE WOLF LODGE ROAD FOR 0.25 MILE TO
 SV1589'A POINT JUST NORTH OF THE END OF THE STATION RIDGE AT A PARKING
 SV1589'AREA.  TURN LEFT INTO THE PARKING AREA AND GO ABOUT 100 YARDS TO
 SV1589'THE BASE OF THE RIDGE.  FROM HERE PACK SOUTHERLY TO THE CREST
 SV1589'OF THE RIDGE THENCE RIGHT, WEST, ALONG THE SOUTH BRINK OF THE
 SV1589'RIDGE FOR 15 MINUTES TO A POINT WHERE CAN BE SEEN THE EAST END
 SV1589'OF THE COEUR D ALENE LAKE (WOLF LODGE BAY), AND A VIEW EASTERLY
 SV1589'ALONG THE PRESENT U.S. HIGHWAY 10.
 SV1589'
 SV1589'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN CEMENT IN
 SV1589'A DRILL HOLE IN BEDROCK 6 INCHES BELOW THE SURFACE AND ABOVE THIS
 SV1589'MARK IS A 4-INCH SOIL PIPE SET AROUND AND OVER THE STATION MARK.
 SV1589'IT IS STAMPED IDA 90-75 1958.
 SV1589'
 SV1589'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 SV1589'IN BEDROCK FLUSH WITH THE SLOPE OF THE HILL AND STAMPED IDA 90-75
 SV1589'NO 1 1958.
 SV1589'
 SV1589'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 SV1589'IN OUTCROPING BEDROCK FLUSH WITH THE SURROUNDING SURFACE AND ABOUT
 SV1589'LEVEL WITH THE STATION.  IT IS STAMPED IDA 90-75 NO 2 1958.
 SV1589'
 SV1589'A 2-WHEEL DRIVE VEHICLE TO THE BASE OF THE RIDGE AND END OF TRUCK
 SV1589'TRAVEL.
 SV1589'
 SV1589'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 SV1589'PROJECTING 3 INCHES AND STAMPED IDA 90-75 1958.  IT IS 1.25
 SV1589'MILES EASTERLY ALONG U.S. HIGHWAY 10 FROM ITS JUNCTION WITH U.S.
 SV1589'HIGHWAY 95 ALTERNATE, 100 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 SV1589'OF WOLF LODGE CAFE AND TAVERN, 51 FEET EAST OF A FENCE CORNER,
 SV1589'46 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 10 AND 3
 SV1589'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0452 ***********************************************************************
 SV0452  DESIGNATION -  IDA 90 75 AZ MK
 SV0452  PID         -  SV0452
 SV0452  STATE/COUNTY-  ID/KOOTENAI
 SV0452  USGS QUAD   -  WOLF LODGE (1996)
 SV0452
 SV0452                         *CURRENT SURVEY CONTROL
 SV0452  ___________________________________________________________________
 SV0452* NAD 83(1992)-  47 37 42.94239(N)    116 37 27.45410(W)     ADJUSTED  
 SV0452* NAVD 88     -       651.673  (meters)    2138.03   (feet)  ADJUSTED  
 SV0452  ___________________________________________________________________
 SV0452  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 SV0452  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 SV0452  DYNAMIC HT  -         651.682 (meters)    2138.06  (feet)  COMP
 SV0452  MODELED GRAV-     980,606.2   (mgal)                       NAVD 88
 SV0452
 SV0452  HORZ ORDER  -  SECOND
 SV0452  VERT ORDER  -  SECOND    CLASS 0
 SV0452
 SV0452.The horizontal coordinates were established by classical geodetic methods
 SV0452.and adjusted by the National Geodetic Survey in July 1992..
 SV0452
 SV0452.The orthometric height was determined by differential leveling
 SV0452.and adjusted by the National Geodetic Survey in June 1991..
 SV0452
 SV0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0452
 SV0452.The geoid height was determined by GEOID03.
 SV0452
 SV0452.The dynamic height is computed by dividing the NAVD 88
 SV0452.geopotential number by the normal gravity value computed on the
 SV0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0452.degrees latitude (g = 980.6199 gals.).
 SV0452
 SV0452.The modeled gravity was interpolated from observed gravity values.
 SV0452
 SV0452;                    North         East     Units Scale Factor Converg.
 SV0452;SPC ID W     -   662,844.994   734,293.288   MT  0.99998637   -0 38 45.4
 SV0452;UTM  11      - 5,275,089.827   528,226.614   MT  0.99960979   +0 16 39.3
 SV0452
 SV0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0452!SPC ID W     -   0.99990057  x   0.99998637  =   0.99988694
 SV0452!UTM  11      -   0.99990057  x   0.99960979  =   0.99951040
 SV0452
 SV0452                          SUPERSEDED SURVEY CONTROL
 SV0452
 SV0452  NAD 83(1986)-  47 37 42.94672(N)    116 37 27.44513(W) AD(       ) 2
 SV0452  NAD 27      -  47 37 43.26182(N)    116 37 23.78298(W) AD(       ) 2
 SV0452  NGVD 29 (??/??/92)  650.534  (m)         2134.29   (f) ADJ UNCH    2 0
 SV0452
 SV0452.Superseded values are not recommended for survey control.
 SV0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0452.See file dsdata.txt to determine how the superseded data were derived.
 SV0452
 SV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2822775090(NAD 83)
 SV0452_MARKER: DZ = AZIMUTH MARK DISK
 SV0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0452_STAMPING: IDA 90-75 1958
 SV0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0452+STABILITY: SURFACE MOTION
 SV0452
 SV0452  HISTORY     - Date     Condition        Report By
 SV0452  HISTORY     - 1958     MONUMENTED       CGS
 SV0452  HISTORY     - 1958     GOOD             CGS
 SV0452  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0452
 SV0452                          STATION DESCRIPTION
 SV0452
 SV0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV0452'A STANDARD DISK AZIMUTH MARK, SET IN A CONCRETE POST PROJECTING
 SV0452'3-INCHES, AND THE DISK STAMPED IDA 90-75 1958.  IT LOCATION WAS
 SV0452'DETERMINED BY TELLUROMETER OBSERVATIONS FROM STATION IDA 90-75.
 SV0452'IT IS 1.25 MILES EASTERLY ALONG U.S. HIGHWAY 10 FROM ITS JUNCTION
 SV0452'WITH U.S. HIGHWAY ALTERNATE (WOLF LODGE JUNCTION), AT WOLF LODGE
 SV0452'CAFE AND TAVERN, 100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 SV0452'THE BUILDING, 51 FEET EAST FROM A FENCE CORNER, 45 NORTHEAST OF
 SV0452'THE CENTER LINE OF THE HIGHWAY, AND 3 FEET SOUTHWEST FROM A
 SV0452'METAL WITNESS POST WITH SIGN.
 SV0452
 SV0452                          STATION RECOVERY (1958)
 SV0452
 SV0452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SV0452'10.0 MI E FROM COEUR DALENE.
 SV0452'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR D ALENE,
 SV0452'THENCE 9.9 MILES EAST ALONG U.S. HIGHWAY 10, 1.2 MILES EAST OF THE
 SV0452'JUNCTION OF U.S. HIGHWAY 95 ALT., 0.1 MILE WEST OF A BRIDGE OVER WOLF
 SV0452'LODGE CREEK, 106.0 FEET SOUTHWEST OF THE NORTHEAST CORNER OF WOLF
 SV0452'LODGE TAVERN, 45.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 SV0452'2.5 FEET WEST OF A METAL WITNESS POST, SET IN TOP OF A 10 X 10 INCH
 SV0452'CONCRETE POST PROJECTING 4 INCHES AND 1 FOOT LOWER THAN THE HIGHWAY.
 SV0452
 SV0452                          STATION RECOVERY (1976)
 SV0452
 SV0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1572 ***********************************************************************
 SV1572  DESIGNATION -  IDA 90 76
 SV1572  PID         -  SV1572
 SV1572  STATE/COUNTY-  ID/KOOTENAI
 SV1572  USGS QUAD   -  WOLF LODGE (1996)
 SV1572
 SV1572                         *CURRENT SURVEY CONTROL
 SV1572  ___________________________________________________________________
 SV1572* NAD 83(1992)-  47 37 39.10299(N)    116 33 26.67269(W)     ADJUSTED  
 SV1572* NAVD 88     -       944.8    (meters)    3100.     (feet)  VERTCON   
 SV1572  ___________________________________________________________________
 SV1572  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 SV1572  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 SV1572
 SV1572  HORZ ORDER  -  SECOND
 SV1572
 SV1572.The horizontal coordinates were established by classical geodetic methods
 SV1572.and adjusted by the National Geodetic Survey in July 1992..
 SV1572
 SV1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1572
 SV1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1572
 SV1572.The geoid height was determined by GEOID03.
 SV1572
 SV1572;                    North         East     Units Scale Factor Converg.
 SV1572;SPC ID W     -   662,671.923   739,318.610   MT  0.99997857   -0 35 47.5
 SV1572;UTM  11      - 5,274,997.809   533,252.209   MT  0.99961359   +0 19 37.1
 SV1572
 SV1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1572!SPC ID W     -   0.99985462  x   0.99997857  =   0.99983319
 SV1572!UTM  11      -   0.99985462  x   0.99961359  =   0.99946826
 SV1572
 SV1572:                Primary Azimuth Mark                     Grid Az
 SV1572:SPC ID W     -  IDA 90 77                                115 17 32.9
 SV1572:UTM  11      -  IDA 90 77                                114 22 08.3
 SV1572
 SV1572|---------------------------------------------------------------------|
 SV1572| PID    Reference Object                     Distance      Geod. Az  |
 SV1572|                                                           dddmmss.s |
 SV1572| SV1577 IDA 90 77                           APPROX. 2.4 KM 1144145.4 |
 SV1572| CH6752 IDA 90 76 RM 1                       16.683 METERS 13000     |
 SV1572| CH6753 IDA 90 76 RM 2                        5.436 METERS 34434     |
 SV1572|---------------------------------------------------------------------|
 SV1572
 SV1572                          SUPERSEDED SURVEY CONTROL
 SV1572
 SV1572  NAD 83(1986)-  47 37 39.10716(N)    116 33 26.66365(W) AD(       ) 2
 SV1572  NAD 27      -  47 37 39.41656(N)    116 33 23.01317(W) AD(       ) 2
 SV1572  NGVD 29 (07/19/86)  943.7    (m)         3096.     (f) VERT ANG       
 SV1572
 SV1572.Superseded values are not recommended for survey control.
 SV1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1572.See file dsdata.txt to determine how the superseded data were derived.
 SV1572
 SV1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3325274998(NAD 83)
 SV1572_MARKER: Z = SEE DESCRIPTION
 SV1572_SETTING: 0 = UNSPECIFIED SETTING
 SV1572
 SV1572  HISTORY     - Date     Condition        Report By
 SV1572  HISTORY     - 1958     MONUMENTED       CGS
 SV1572
 SV1572                          STATION DESCRIPTION
 SV1572
 SV1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1572'THE STATION IS ABOUT 3/4 MILE NORTH OF U.S. HIGHWAY 10, 1/4 MILE
 SV1572'SOUTH-SOUTHWEST OF THE ORIGINAL HIGHWAY ON THE SOUTH SLOPE OF
 SV1572'A TIMBERED HILL WHICH LIES BETWEEN ALDER CREEK AND CEDAR CREEK.
 SV1572'
 SV1572'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 3 AND U.S. HIGHWAY
 SV1572'10 GO WEST ALONG U.S. HIGHWAY 10 FOR 5.5 MILES TO THE FOURTH
 SV1572'OF JULY SUMMIT, CONTINUE ON STRAIGHT AHEAD ON THE HIGHWAY FOR
 SV1572'1.75 MILES TO A SIDE ROAD RIGHT, OLD HIGHWAY.  TURN RIGHT, EAST,
 SV1572'ON OLD HIGHWAY FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT AT A
 SV1572'POINT WHERE A UNDERGROUND PIPE LINE CROSSES UNDER THE ROAD.
 SV1572'TURN LEFT, WESTERLY, ON FOREST SERVICE ROAD NO. 413 FOR 0.55
 SV1572'MILES TO A POINT WHERE THE ROAD CROSSES OVER THE CREST OF A
 SV1572'RIDGE AT A SET OF POWER POLES, AND CROSS ROADS.  TURN LEFT,
 SV1572'WEST AND FOLLOW DIRT ROAD FOR 0.5 MILE TO A CURVE IN ROAD AT
 SV1572'A DRAW AND BLADED ROAD LEFT UP DRAW.  TURN LEFT ON BLADED
 SV1572'ROAD FOR 0.1 MILE TO END OF TRUCK TRAVEL ON THE NORTH SLOPE OF
 SV1572'TIMBERED RIDGE.  PACK SOUTH UP THE NORTH SLOPE OF RIDGE FOR
 SV1572'ABOUT 100 YARDS TO THE CREST OF THE RIDGE, THENCE WEST
 SV1572'ALONG THE CREST OF THE RIDGE ABOUT 300 YARDS TO STATION ON A
 SV1572'ROCKY LEDGE AND NEAR THE HIGHEST PART OF THE HILL.
 SV1572'
 SV1572'THE STATION MARK, STAMPED IDA 90-76 1958, IS A STANDARD TRAVERSE
 SV1572'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  THE STATION IS ABOUT
 SV1572'30 FEET SOUTH OF THE CREST OF THE RIDGE.
 SV1572'
 SV1572'REFERENCE MARK NO. 1, STAMPED IDA 90-76 NO 1 1958, IS A STANDARD
 SV1572'REFERENCE DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER 2 FEET
 SV1572'SQUARE AND PROJECTING 6 FEET ON THE SOUTH SIDE AND 3 FEET ON
 SV1572'THE NORTH SIDE.
 SV1572'
 SV1572'REFERENCE MARK NO. 2, STAMPED IDA 90-76 NO 2 1958, IS A STANDARD
 SV1572'REFERENCE DISK CEMENTED IN A DRILL HOLE IN BEDROCK, PROJECTING
 SV1572'8 INCHES ON THE SOUTH SIDE AND FLUSH ON THE NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1570 ***********************************************************************
 SV1570  DESIGNATION -  IDA 90 76 A
 SV1570  PID         -  SV1570
 SV1570  STATE/COUNTY-  ID/KOOTENAI
 SV1570  USGS QUAD   -  WOLF LODGE (1996)
 SV1570
 SV1570                         *CURRENT SURVEY CONTROL
 SV1570  ___________________________________________________________________
 SV1570* NAD 83(1992)-  47 37 51.45314(N)    116 35 49.38721(W)     ADJUSTED  
 SV1570* NAVD 88     -       774.8    (meters)    2542.     (feet)  VERTCON   
 SV1570  ___________________________________________________________________
 SV1570  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 SV1570  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 SV1570
 SV1570  HORZ ORDER  -  SECOND
 SV1570
 SV1570.The horizontal coordinates were established by classical geodetic methods
 SV1570.and adjusted by the National Geodetic Survey in July 1992..
 SV1570
 SV1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1570
 SV1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1570
 SV1570.The geoid height was determined by GEOID03.
 SV1570
 SV1570;                    North         East     Units Scale Factor Converg.
 SV1570;SPC ID W     -   663,085.100   736,343.404   MT  0.99998311   -0 37 33.0
 SV1570;UTM  11      - 5,275,362.843   530,271.828   MT  0.99961126   +0 17 51.7
 SV1570
 SV1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1570!SPC ID W     -   0.99988126  x   0.99998311  =   0.99986438
 SV1570!UTM  11      -   0.99988126  x   0.99961126  =   0.99949257
 SV1570
 SV1570:                Primary Azimuth Mark                     Grid Az
 SV1570:SPC ID W     -  IDA 90 76                                097 54 22.7
 SV1570:UTM  11      -  IDA 90 76                                096 58 58.0
 SV1570
 SV1570|---------------------------------------------------------------------|
 SV1570| PID    Reference Object                     Distance      Geod. Az  |
 SV1570|                                                           dddmmss.s |
 SV1570| SV1572 IDA 90 76                           APPROX. 3.0 KM 0971649.7 |
 SV1570| CH6754 IDA 90 76 A RM 1                      9.519 METERS 12259     |
 SV1570| CH6755 IDA 90 76 A RM 2                     12.748 METERS 26247     |
 SV1570|---------------------------------------------------------------------|
 SV1570
 SV1570                          SUPERSEDED SURVEY CONTROL
 SV1570
 SV1570  NAD 83(1986)-  47 37 51.45742(N)    116 35 49.37828(W) AD(       ) 2
 SV1570  NAD 27      -  47 37 51.76999(N)    116 35 45.72060(W) AD(       ) 2
 SV1570  NGVD 29 (07/19/86)  773.7    (m)         2538.     (f) VERT ANG       
 SV1570
 SV1570.Superseded values are not recommended for survey control.
 SV1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1570.See file dsdata.txt to determine how the superseded data were derived.
 SV1570
 SV1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3027275363(NAD 83)
 SV1570_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1570
 SV1570  HISTORY     - Date     Condition        Report By
 SV1570  HISTORY     - 1958     MONUMENTED       CGS
 SV1570
 SV1570                          STATION DESCRIPTION
 SV1570
 SV1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1570'THE STATION IS 2.25 MILES EAST AND 0.2 MILE NORTH OF THE JUNCTION
 SV1570'OF U.S. HIGHWAY 10 AND U.S. HIGHWAY 95 ALTERNATE (WOLF LODGE
 SV1570'JUNCTION) AND ON THE CREST OF THE RIDGE EAST OF WOLF CREEK.
 SV1570'
 SV1570'TO REACH THE STATION FROM THE ABOVE MENTIONED JUNCTION GO EASTERLY
 SV1570'ON U.S. HIGHWAY 10 FOR 0.9 MILES TO ITS JUNCTION WITH WOLF
 SV1570'LODGE ROAD, TURN LEFT, NORTHEAST, FOR 1.7 MILE TO A FORK, KEEP
 SV1570'THE RIGHT FORK, EAST, FOR 0.7 MILE TO A SIDE ROAD RIGHT AT A
 SV1570'SIGN WESTERN TREE FARM, KEEP THE RIGHT FORK FOR 0.2 MILE TO A
 SV1570'SMALL SAWMILL AND END OF TRUCK TRAVEL FOR 2-WHEEL DRIVE
 SV1570'VEHICLES.  TURN SHARP RIGHT, SOUTHEAST, ONTO LOGGING ROAD FOR 0.4
 SV1570'MILE TO THE CREST OF THE RIDGE AND A T ROAD INTERSECTION,
 SV1570'TURN LEFT, EAST, FOR 0.3 MILE TO THE STATION SITE AT THE END OF
 SV1570'THE ROAD.
 SV1570'
 SV1570'THE STATION AND UNDERGROUND MARKS ARE STANDARD TRAVERSE DISKS
 SV1570'STAMPED IDA 90-76-A WITH THE SURFACE MARK SET IN A SQUARE CONCRETE
 SV1570'POST PROJECTING 3 INCHES.
 SV1570'
 SV1570'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN SQUARE CONCRETE
 SV1570'POSTS EACH PROJECTING 2 INCHES AND STAMPED IDA 90-76-A 1958
 SV1570'NO 1 AND NO 2 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1577 ***********************************************************************
 SV1577  DESIGNATION -  IDA 90 77
 SV1577  PID         -  SV1577
 SV1577  STATE/COUNTY-  ID/KOOTENAI
 SV1577  USGS QUAD   -  LANE (1981)
 SV1577
 SV1577                         *CURRENT SURVEY CONTROL
 SV1577  ___________________________________________________________________
 SV1577* NAD 83(1992)-  47 37 06.71488(N)    116 31 42.54815(W)     ADJUSTED  
 SV1577* NAVD 88     -      1075.5    (meters)    3529.     (feet)  VERTCON   
 SV1577  ___________________________________________________________________
 SV1577  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 SV1577  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV1577
 SV1577  HORZ ORDER  -  SECOND
 SV1577
 SV1577.The horizontal coordinates were established by classical geodetic methods
 SV1577.and adjusted by the National Geodetic Survey in July 1992..
 SV1577
 SV1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1577
 SV1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1577
 SV1577.The geoid height was determined by GEOID03.
 SV1577
 SV1577;                    North         East     Units Scale Factor Converg.
 SV1577;SPC ID W     -   661,649.492   741,482.323   MT  0.99997540   -0 34 30.2
 SV1577;UTM  11      - 5,274,010.739   535,431.327   MT  0.99961543   +0 20 53.9
 SV1577
 SV1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1577!SPC ID W     -   0.99983413  x   0.99997540  =   0.99980953
 SV1577!UTM  11      -   0.99983413  x   0.99961543  =   0.99944962
 SV1577
 SV1577|---------------------------------------------------------------------|
 SV1577| PID    Reference Object                     Distance      Geod. Az  |
 SV1577|                                                           dddmmss.s |
 SV1577| CH6756 IDA 90 77 RM 1                        9.252 METERS 10340     |
 SV1577| SV1459 GOOD                                APPROX. 9.2 KM 1253304.1 |
 SV1577| SV1576 IDA 90 77 RM 2                       12.378 METERS 19241     |
 SV1577|---------------------------------------------------------------------|
 SV1577
 SV1577                          SUPERSEDED SURVEY CONTROL
 SV1577
 SV1577  NAD 83(1986)-  47 37 06.71890(N)    116 31 42.53902(W) AD(       ) 2
 SV1577  NAD 27      -  47 37 07.02607(N)    116 31 38.89496(W) AD(       ) 2
 SV1577  NGVD 29 (07/19/86) 1074.4    (m)         3525.     (f) VERT ANG       
 SV1577
 SV1577.Superseded values are not recommended for survey control.
 SV1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1577.See file dsdata.txt to determine how the superseded data were derived.
 SV1577
 SV1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3543174011(NAD 83)
 SV1577_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1577_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SV1577
 SV1577  HISTORY     - Date     Condition        Report By
 SV1577  HISTORY     - 1958     MONUMENTED       CGS
 SV1577
 SV1577                          STATION DESCRIPTION
 SV1577
 SV1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1577'THE STATION IS ABOUT 0.3 MILE SOUTHWEST FROM THE SUMMIT OF FOURTH
 SV1577'OF JULY PASS WHICH IS ON U.S. HIGHWAY 10, 5.5 MILES WEST ALONG
 SV1577'THE HIGHWAY FROM THE JUNCTION WITH STATE HIGHWAY 3.  ON THE SUMMIT
 SV1577'OF THE TIMBERED RIDGE ON THE NORTHEAST SIDE OF THE BULLDOZED
 SV1577'STRIP AT POINT WHERE THE PIPELINE CROSSES OVER RIDGE SUMMIT.
 SV1577'
 SV1577'TO REACH FROM FOURTH OF JULY SUMMIT, GO SOUTHWESTERLY ON GRAVEL
 SV1577'AND GRADED ROAD (SIGN MT. COEUR D ALENE ETC.) FOR 0.9 MILE TO
 SV1577'FORK.  TAKE LEFT FORK FOR 0.4 MILE TO BULLDOZED STRIP, CONTINUE
 SV1577'STRAIGHT AHEAD ON WINDING ROAD FOR 0.25 MILE TO SUMMIT AND WHERE
 SV1577'BULLDOZED STRIP GOES OVER RIDGE, AND THE STATION ON THE RIGHT,
 SV1577'NORTHEAST SIDE OF THE STRIP.
 SV1577'
 SV1577'THE SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 SV1577'SET IN CONCRETE POSTS.
 SV1577'
 SV1577'THE STATION MARK, STAMPED IDA 90-77 1958, IS SET IN A 6-INCH
 SV1577'ROUND POST PROJECTING ABOUT 4 INCHES.  IT IS 11 FEET NORTHEAST
 SV1577'OF A TRIANGLE-BLAZED PINE.
 SV1577'
 SV1577'REFERENCE MARK 1, STAMPED IDA 90-77 NO 1 1958, PROJECTS ABOUT 2
 SV1577'INCHES.
 SV1577'
 SV1577'REFERENCE MARK 2, STAMPED IDA 90-77 NO 2 1958, PROJECTS ABOUT
 SV1577'4 INCHES AND IS 2 FEET NORTHEAST OF THE EDGE OF THE BANK AT THE
 SV1577'SUMMIT ALONG THE BULLDZED PIPELINE CLEARING.
 SV1577'
 SV1577'REFERENCE MARK 2 WAS OCCUPIED TO TIE IN AN AZIMUTH MARK WHICH IS
 SV1577'TRAVERSE STATION IDA 90-77 AZIMUTH MARK.  SEE TRAVERSE CARD FOR
 SV1577'DESCRIPTION OF STATION.  THE MARK DOES NOT SEE THE TRUE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0470 ***********************************************************************
 SV0470  DESIGNATION -  IDA 90 77 AZ MK
 SV0470  PID         -  SV0470
 SV0470  STATE/COUNTY-  ID/KOOTENAI
 SV0470  USGS QUAD   -  LANE (1981)
 SV0470
 SV0470                         *CURRENT SURVEY CONTROL
 SV0470  ___________________________________________________________________
 SV0470* NAD 83(1992)-  47 36 38.66068(N)    116 31 05.17826(W)     ADJUSTED  
 SV0470* NAVD 88     -       872.309  (meters)    2861.90   (feet)  ADJUSTED  
 SV0470  ___________________________________________________________________
 SV0470  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 SV0470  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV0470  DYNAMIC HT  -         872.321 (meters)    2861.94  (feet)  COMP
 SV0470  MODELED GRAV-     980,596.2   (mgal)                       NAVD 88
 SV0470
 SV0470  HORZ ORDER  -  SECOND
 SV0470  VERT ORDER  -  SECOND    CLASS 0
 SV0470
 SV0470.The horizontal coordinates were established by classical geodetic methods
 SV0470.and adjusted by the National Geodetic Survey in July 1992..
 SV0470
 SV0470.The orthometric height was determined by differential leveling
 SV0470.and adjusted by the National Geodetic Survey in June 1991..
 SV0470
 SV0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0470
 SV0470.The geoid height was determined by GEOID03.
 SV0470
 SV0470.The dynamic height is computed by dividing the NAVD 88
 SV0470.geopotential number by the normal gravity value computed on the
 SV0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0470.degrees latitude (g = 980.6199 gals.).
 SV0470
 SV0470.The modeled gravity was interpolated from observed gravity values.
 SV0470
 SV0470;                    North         East     Units Scale Factor Converg.
 SV0470;SPC ID W     -   660,775.348   742,254.029   MT  0.99997430   -0 34 02.4
 SV0470;UTM  11      - 5,273,149.453   536,216.737   MT  0.99961612   +0 21 21.3
 SV0470
 SV0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0470!SPC ID W     -   0.99986597  x   0.99997430  =   0.99984028
 SV0470!UTM  11      -   0.99986597  x   0.99961612  =   0.99948215
 SV0470
 SV0470                          SUPERSEDED SURVEY CONTROL
 SV0470
 SV0470  NAD 83(1986)-  47 36 38.66470(N)    116 31 05.16928(W) AD(       ) 2
 SV0470  NAD 27      -  47 36 38.97078(N)    116 31 01.52804(W) AD(       ) 2
 SV0470  NGVD 29 (??/??/92)  871.191  (m)         2858.23   (f) ADJ UNCH    2 0
 SV0470
 SV0470.Superseded values are not recommended for survey control.
 SV0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0470.See file dsdata.txt to determine how the superseded data were derived.
 SV0470
 SV0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3621773149(NAD 83)
 SV0470_MARKER: DZ = AZIMUTH MARK DISK
 SV0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0470_STAMPING: IDA 90-77 1958
 SV0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0470+STABILITY: SURFACE MOTION
 SV0470
 SV0470  HISTORY     - Date     Condition        Report By
 SV0470  HISTORY     - 1958     MONUMENTED       CGS
 SV0470  HISTORY     - 1958     GOOD             CGS
 SV0470  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0470
 SV0470                          STATION DESCRIPTION
 SV0470
 SV0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV0470'THE STATION IS 0.8 MILE EASTERLY ALONG U.S. HIGHWAY 10 FROM THE
 SV0470'TURN-OFF TO STATION IDA 90-77 AT FOURTH OF JULY SUMMIT (TURN-OFF
 SV0470'AT SIGN MT. COEUR D ALENE, ETC.), ON THE GRAVEL FILL OF THE ROAD
 SV0470'SHOULDER 4 FEET SOUTH OF THE GUARD RAIL ON THE SOUTH SIDE OF THE
 SV0470'EAST BOUND TRAFFIC LANE AND 2 FEET SOUTH OF A METAL WITNESS
 SV0470'POST WITH SIGN.
 SV0470'
 SV0470'THE MARK (NOTE 16A), STAMPED IDA 90-77 1958, IS A STANDARD DISK
 SV0470'SET IN A CONCRETE POST PROJECTING ABOUT 1 INCH.
 SV0470'
 SV0470'THE MARK SEES IDA 90-77 R.M. 2, AND DOES NOT SEE THE TRUE STATION
 SV0470'AT IDA 90-77.
 SV0470
 SV0470                          STATION RECOVERY (1958)
 SV0470
 SV0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SV0470'11.4 MI NW FROM CATALDO.
 SV0470'11.4 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0470'RAILROAD AND NAVIGATION CO. RAILROAD STATION AT CATALDO, 1.0 MILE EAST
 SV0470'OF THE SUMMIT OF FOURTH OF JULY CANYON, 21.6 FEET SOUTH OF THE EAST
 SV0470'BOUND TRAFFIC LANE, 1 1/2 FEET SOUTH OF A METAL WITNESS POST, SET IN
 SV0470'TOP OF A 10 X 10 CONCRETE POST FLUSH WITH THE GROUND AND 1 FOOT HIGHER
 SV0470'THAN THE HIGHWAY.
 SV0470
 SV0470                          STATION RECOVERY (1976)
 SV0470
 SV0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1576 ***********************************************************************
 SV1576  DESIGNATION -  IDA 90 77 RM 2
 SV1576  PID         -  SV1576
 SV1576  STATE/COUNTY-  ID/KOOTENAI
 SV1576  USGS QUAD   -  LANE (1981)
 SV1576
 SV1576                         *CURRENT SURVEY CONTROL
 SV1576  ___________________________________________________________________
 SV1576* NAD 83(1992)-  47 37 06.32389(N)    116 31 42.67838(W)     ADJUSTED  
 SV1576* NAVD 88     -      1076.     (meters)    3530.     (feet)  SCALED    
 SV1576  ___________________________________________________________________
 SV1576  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 SV1576  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV1576
 SV1576  HORZ ORDER  -  SECOND
 SV1576
 SV1576.The horizontal coordinates were established by classical geodetic methods
 SV1576.and adjusted by the National Geodetic Survey in July 1992..
 SV1576
 SV1576.The orthometric height was scaled from a topographic map.
 SV1576
 SV1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1576
 SV1576.The geoid height was determined by GEOID03.
 SV1576
 SV1576;                    North         East     Units Scale Factor Converg.
 SV1576;SPC ID W     -   661,637.445   741,479.482   MT  0.99997540   -0 34 30.3
 SV1576;UTM  11      - 5,273,998.652   535,428.682   MT  0.99961542   +0 20 53.8
 SV1576
 SV1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1576!SPC ID W     -   0.99983404  x   0.99997540  =   0.99980944
 SV1576!UTM  11      -   0.99983404  x   0.99961542  =   0.99944952
 SV1576
 SV1576|---------------------------------------------------------------------|
 SV1576| PID    Reference Object                     Distance      Geod. Az  |
 SV1576|                                                           dddmmss.s |
 SV1576| SV1577 IDA 90 77                            12.378 METERS 01241     |
 SV1576| SV0470 IDA 90 77 AZ MK                     APPROX. 1.2 KM 1372913.2 |
 SV1576|---------------------------------------------------------------------|
 SV1576
 SV1576                          SUPERSEDED SURVEY CONTROL
 SV1576
 SV1576  NAD 83(1986)-  47 37 06.32791(N)    116 31 42.66926(W) AD(       ) 2
 SV1576  NAD 27      -  47 37 06.63508(N)    116 31 39.02525(W) AD(       ) 2
 SV1576
 SV1576.Superseded values are not recommended for survey control.
 SV1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1576.See file dsdata.txt to determine how the superseded data were derived.
 SV1576
 SV1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3542973999(NAD 83)
 SV1576
 SV1576  HISTORY     - Date     Condition        Report By
 SV1576  HISTORY     - 1958     MONUMENTED       CGS
 SV1576
 SV1576                          STATION DESCRIPTION
 SV1576
 SV1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV1576'SEE STATION IDA 90-77
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1455 ***********************************************************************
 SV1455  DESIGNATION -  IDA 90 78
 SV1455  PID         -  SV1455
 SV1455  STATE/COUNTY-  ID/KOOTENAI
 SV1455  USGS QUAD   -  ROSE LAKE (1996)
 SV1455
 SV1455                         *CURRENT SURVEY CONTROL
 SV1455  ___________________________________________________________________
 SV1455* NAD 83(1992)-  47 35 45.94200(N)    116 30 02.95952(W)     ADJUSTED  
 SV1455* NAVD 88     -       923.9    (meters)    3031.     (feet)  VERTCON   
 SV1455  ___________________________________________________________________
 SV1455  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 SV1455  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV1455
 SV1455  HORZ ORDER  -  SECOND
 SV1455
 SV1455.The horizontal coordinates were established by classical geodetic methods
 SV1455.and adjusted by the National Geodetic Survey in July 1992..
 SV1455
 SV1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1455
 SV1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1455
 SV1455.The geoid height was determined by GEOID03.
 SV1455
 SV1455;                    North         East     Units Scale Factor Converg.
 SV1455;SPC ID W     -   659,134.581   743,537.597   MT  0.99997250   -0 33 15.9
 SV1455;UTM  11      - 5,271,530.157   537,526.106   MT  0.99961730   +0 22 07.0
 SV1455
 SV1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1455!SPC ID W     -   0.99985789  x   0.99997250  =   0.99983039
 SV1455!UTM  11      -   0.99985789  x   0.99961730  =   0.99947524
 SV1455
 SV1455|---------------------------------------------------------------------|
 SV1455| PID    Reference Object                     Distance      Geod. Az  |
 SV1455|                                                           dddmmss.s |
 SV1455| CH6758 IDA 90 78 RM 1                        8.662 METERS 10938     |
 SV1455| CH6757 IDA 90 78 AZ MK                                    1164747.2 |
 SV1455| CH6759 IDA 90 78 RM 2                        9.456 METERS 19238     |
 SV1455|---------------------------------------------------------------------|
 SV1455
 SV1455                          SUPERSEDED SURVEY CONTROL
 SV1455
 SV1455  NAD 83(1986)-  47 35 45.94590(N)    116 30 02.95064(W) AD(       ) 2
 SV1455  NAD 27      -  47 35 46.25107(N)    116 29 59.31485(W) AD(       ) 2
 SV1455  NGVD 29 (07/19/86)  922.8    (m)         3028.     (f) VERT ANG       
 SV1455
 SV1455.Superseded values are not recommended for survey control.
 SV1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1455.See file dsdata.txt to determine how the superseded data were derived.
 SV1455
 SV1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3752671530(NAD 83)
 SV1455_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1455_SETTING: 66 = SET IN ROCK OUTCROP
 SV1455
 SV1455  HISTORY     - Date     Condition        Report By
 SV1455  HISTORY     - 1958     MONUMENTED       CGS
 SV1455
 SV1455                          STATION DESCRIPTION
 SV1455
 SV1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1455'THE STATION IS 2.5 MILES NORTHWEST OF THE ROSE LAKE JUNCTION
 SV1455'(U.S. HIGHWAY 10 AND STATE ROUTE 3), 2.5 MILES SOUTHEAST OF THE
 SV1455'NOW ABANDONED TUNNEL AT THE SUMMIT OF FORTH OF JULY CANYON AND
 SV1455'0.5 MILE SOUTHWEST OF U.S. HIGHWAY 10 ON THE SUMMIT OF A
 SV1455'HIGHBRUSH COVERED KNOLL.
 SV1455'
 SV1455'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 10 AND
 SV1455'STATE ROUTE 3 GO WESTERLY ON U.S. HIGHWAY 10 FOR 2.1 MILES TO
 SV1455'A STEEL GATE ON THE LEFT, SOUTH, SIDE OF THE HIGHWAY.  TURN
 SV1455'LEFT, SOUTH, THROUGH THE GATE THENCE SHARP RIGHT TO THE BOTTOM
 SV1455'OF THE DRAW, CROSSING A SMALL STREAM, THENCE UP A STEEP INCLINE
 SV1455'TO THE POWER LINE ROAD.  TURN LEFT ALONG THE POWER LINE ROAD TO
 SV1455'A FORK, A DISTANCE OF 0.4 MILE, TURN RIGHT, WEST THEN NORTH, FOR
 SV1455'0.3 MILE TO A FORK, TURN NORTH AND FOLLOW THIS ROAD TO ITS
 SV1455'END.  PACK NORTH THROUGH THE HEAVY UNDERBRUSH FOR ABOUT 200
 SV1455'YARDS TO THE SUMMIT AND THE STATION.
 SV1455'
 SV1455'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN CEMENT IN
 SV1455'A DRILL HOLE IN BEDROCK FLUSH AND STAMPED IDA 90-78 1958.
 SV1455'
 SV1455'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN DRILL HOLES IN
 SV1455'BOULDERS FLUSH WITH THE SURROUNDING SURFACE AND STAMPED IDA 90-78
 SV1455'1958 NO 1 AND NO 2 RESPECTIVELY.
 SV1455'
 SV1455'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 SV1455'PROJECTING 3 INCHES AND STAMPED IDA 90-78 1958.  IT IS 100 FEET
 SV1455'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CEDARS CAFE AND
 SV1455'TAVERN, 26 FEET NORTH OF THE CENTER LINE OF THE WEST-BOUND LANES,
 SV1455'4 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED,
 SV1455'1.5 FEET SOUTHEAST OF THE STOP SIGN AT THE EAST END OF THE GUARD
 SV1455'RAIL BETWEEN THE HIGHWAY AND THE PARKING AREA.  THIS POINT IS
 SV1455'1.9 MILES WESTERLY ALONG U.S. HIGHWAY 10 FROM THE ROSE LAKE
 SV1455'JUNCTION.
 SV1455'
 SV1455'A 4-WHEEL DRIVE VEHICLE IS REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0122 ***********************************************************************
 SV0122  DESIGNATION -  IDA 90 78 AZ MK
 SV0122  PID         -  SV0122
 SV0122  STATE/COUNTY-  ID/KOOTENAI
 SV0122  USGS QUAD   -  ROSE LAKE (1996)
 SV0122
 SV0122                         *CURRENT SURVEY CONTROL
 SV0122  ___________________________________________________________________
 SV0122* NAD 83(1986)-  47 35 18.     (N)    116 28 39.     (W)     SCALED    
 SV0122* NAVD 88     -       690.699  (meters)    2266.07   (feet)  ADJUSTED  
 SV0122  ___________________________________________________________________
 SV0122  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV0122  DYNAMIC HT  -         690.712 (meters)    2266.11  (feet)  COMP
 SV0122  MODELED GRAV-     980,609.0   (mgal)                       NAVD 88
 SV0122
 SV0122  VERT ORDER  -  SECOND    CLASS 0
 SV0122
 SV0122.The horizontal coordinates were scaled from a topographic map and have
 SV0122.an estimated accuracy of +/- 6 seconds.
 SV0122
 SV0122.The orthometric height was determined by differential leveling
 SV0122.and adjusted by the National Geodetic Survey in June 1991..
 SV0122
 SV0122.The geoid height was determined by GEOID03.
 SV0122
 SV0122.The dynamic height is computed by dividing the NAVD 88
 SV0122.geopotential number by the normal gravity value computed on the
 SV0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0122.degrees latitude (g = 980.6199 gals.).
 SV0122
 SV0122.The modeled gravity was interpolated from observed gravity values.
 SV0122
 SV0122;                    North         East    Units  Estimated Accuracy
 SV0122;SPC ID W     -   658,260.      745,280.      MT  (+/- 180 meters Scaled)
 SV0122
 SV0122                          SUPERSEDED SURVEY CONTROL
 SV0122
 SV0122  NGVD 29 (??/??/92)  689.585  (m)         2262.41   (f) ADJ UNCH    2 0
 SV0122
 SV0122.Superseded values are not recommended for survey control.
 SV0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0122.See file dsdata.txt to determine how the superseded data were derived.
 SV0122
 SV0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN392706(NAD 83)
 SV0122_MARKER: DZ = AZIMUTH MARK DISK
 SV0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0122_STAMPING: IDA 90-78 1958
 SV0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0122+STABILITY: SURFACE MOTION
 SV0122
 SV0122  HISTORY     - Date     Condition        Report By
 SV0122  HISTORY     - 1958     MONUMENTED       CGS
 SV0122
 SV0122                          STATION DESCRIPTION
 SV0122
 SV0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0122'8.6 MI NW FROM CATALDO.
 SV0122'8.6 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0122'RAILROAD STATION AT CATALDO AT THE SOUTHEAST ENTRANCE TO THE CEDARS
 SV0122'CAFE AND TAVERN, 240.0 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 SV0122'CAFE, 25.8 FEET NORTH OF THE WEST BOUND TRAFFIC LANE, SET IN TOP OF A
 SV0122'10 X 10 INCH CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 SV0122'THE HIGHWAY, 4.0 FEET EAST OF A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1453 ***********************************************************************
 SV1453  DESIGNATION -  IDA 90 79
 SV1453  PID         -  SV1453
 SV1453  STATE/COUNTY-  ID/KOOTENAI
 SV1453  USGS QUAD   -  ROSE LAKE (1996)
 SV1453
 SV1453                         *CURRENT SURVEY CONTROL
 SV1453  ___________________________________________________________________
 SV1453* NAD 83(1992)-  47 34 56.64822(N)    116 27 50.92221(W)     ADJUSTED  
 SV1453* NAVD 88     -       753.3    (meters)    2471.     (feet)  VERTCON   
 SV1453  ___________________________________________________________________
 SV1453  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 SV1453  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV1453
 SV1453  HORZ ORDER  -  SECOND
 SV1453
 SV1453.The horizontal coordinates were established by classical geodetic methods
 SV1453.and adjusted by the National Geodetic Survey in July 1992..
 SV1453
 SV1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1453
 SV1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1453
 SV1453.The geoid height was determined by GEOID03.
 SV1453
 SV1453;                    North         East     Units Scale Factor Converg.
 SV1453;SPC ID W     -   657,586.267   746,281.715   MT  0.99996878   -0 31 38.0
 SV1453;UTM  11      - 5,270,026.773   540,293.833   MT  0.99961995   +0 23 44.2
 SV1453
 SV1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1453!SPC ID W     -   0.99988462  x   0.99996878  =   0.99985341
 SV1453!UTM  11      -   0.99988462  x   0.99961995  =   0.99950462
 SV1453
 SV1453:                Primary Azimuth Mark                     Grid Az
 SV1453:SPC ID W     -  IDA 90 80                                111 59 31.5
 SV1453:UTM  11      -  IDA 90 80                                111 04 09.3
 SV1453
 SV1453|---------------------------------------------------------------------|
 SV1453| PID    Reference Object                     Distance      Geod. Az  |
 SV1453|                                                           dddmmss.s |
 SV1453| SV1456 IDA 90 80                           APPROX. 2.4 KM 1112753.5 |
 SV1453| CH6761 IDA 90 79 RM 1                       12.482 METERS 11954     |
 SV1453| CH6760 IDA 90 79 AZ MK                                    2075027.4 |
 SV1453| CH6762 IDA 90 79 RM 2                        7.688 METERS 35252     |
 SV1453|---------------------------------------------------------------------|
 SV1453
 SV1453                          SUPERSEDED SURVEY CONTROL
 SV1453
 SV1453  NAD 83(1986)-  47 34 56.65197(N)    116 27 50.91353(W) AD(       ) 2
 SV1453  NAD 27      -  47 34 56.95399(N)    116 27 47.28554(W) AD(       ) 2
 SV1453  NGVD 29 (07/19/86)  752.2    (m)         2468.     (f) VERT ANG       
 SV1453
 SV1453.Superseded values are not recommended for survey control.
 SV1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1453.See file dsdata.txt to determine how the superseded data were derived.
 SV1453
 SV1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN4029470027(NAD 83)
 SV1453_MARKER: Z = SEE DESCRIPTION
 SV1453_SETTING: 0 = UNSPECIFIED SETTING
 SV1453
 SV1453  HISTORY     - Date     Condition        Report By
 SV1453  HISTORY     - 1958     MONUMENTED       CGS
 SV1453
 SV1453                          STATION DESCRIPTION
 SV1453
 SV1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1453'THE STATION IS 1.2 MILES WESTERLY ALONG U.S. HIGHWAY 10 FROM ITS
 SV1453'JUNCTION WITH STATE ROUTE 3 ON THE RIGHT, NORTH, SIDE AND ABOUT
 SV1453'300 FEET ABOVE THE HIGHWAY.
 SV1453'
 SV1453'THE STATION AND UNDERGROUND MARKS ARE STANDARD TRAVERSE DISKS
 SV1453'STAMPED IDA 90-79 1958 WITH THE SURFACE MARK SET IN CONCRETE IN
 SV1453'THE TOP OF A 6-INCH PIPE PROJECTING 6 INCHES.
 SV1453'
 SV1453'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 SV1453'IN OUTCROPING BEDROCK AND STAMPED IDA 90-79 NO 1 1958.  IT IS 4
 SV1453'FEET LOWER THAN THE STATION.
 SV1453'
 SV1453'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 SV1453'HOLE IN OUTCROPING BEDROCK AND STAMPED IDA 90-79 NO 2 1958.  IT IS
 SV1453'3 FEET HIGHER THAN THE STATION.
 SV1453'
 SV1453'THE AZIMUTH MARK IS 1.2 MILES WESTERLY ALONG U.S. HIGHWAY
 SV1453'10 FROM ITS JUNCTION WITH STATE ROUTE 3 ON THE LEFT, SOUTH,
 SV1453'SIDE OF THE HIGHWAY JUST OPPOSITE THE STATION, 35 FEET
 SV1453'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE EAST BOUND LANES,
 SV1453'13 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF THE HIGHWAY
 SV1453'AND 7 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SV1453'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING
 SV1453'3 INCHES AND STAMPED IDA 90-79 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0123 ***********************************************************************
 SV0123  DESIGNATION -  IDA 90 79 AZ MK
 SV0123  PID         -  SV0123
 SV0123  STATE/COUNTY-  ID/KOOTENAI
 SV0123  USGS QUAD   -  ROSE LAKE (1996)
 SV0123
 SV0123                         *CURRENT SURVEY CONTROL
 SV0123  ___________________________________________________________________
 SV0123* NAD 83(1986)-  47 34 51.     (N)    116 27 51.     (W)     SCALED    
 SV0123* NAVD 88     -       676.551  (meters)    2219.65   (feet)  ADJUSTED  
 SV0123  ___________________________________________________________________
 SV0123  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV0123  DYNAMIC HT  -         676.565 (meters)    2219.70  (feet)  COMP
 SV0123  MODELED GRAV-     980,612.0   (mgal)                       NAVD 88
 SV0123
 SV0123  VERT ORDER  -  SECOND    CLASS 0
 SV0123
 SV0123.The horizontal coordinates were scaled from a topographic map and have
 SV0123.an estimated accuracy of +/- 6 seconds.
 SV0123
 SV0123.The orthometric height was determined by differential leveling
 SV0123.and adjusted by the National Geodetic Survey in June 1991..
 SV0123
 SV0123.The geoid height was determined by GEOID03.
 SV0123
 SV0123.The dynamic height is computed by dividing the NAVD 88
 SV0123.geopotential number by the normal gravity value computed on the
 SV0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0123.degrees latitude (g = 980.6199 gals.).
 SV0123
 SV0123.The modeled gravity was interpolated from observed gravity values.
 SV0123
 SV0123;                    North         East    Units  Estimated Accuracy
 SV0123;SPC ID W     -   657,410.      746,280.      MT  (+/- 180 meters Scaled)
 SV0123
 SV0123                          SUPERSEDED SURVEY CONTROL
 SV0123
 SV0123  NGVD 29 (??/??/92)  675.443  (m)         2216.02   (f) ADJ UNCH    2 0
 SV0123
 SV0123.Superseded values are not recommended for survey control.
 SV0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0123.See file dsdata.txt to determine how the superseded data were derived.
 SV0123
 SV0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN402698(NAD 83)
 SV0123_MARKER: DZ = AZIMUTH MARK DISK
 SV0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0123_STAMPING: IDA 90-79 1958
 SV0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0123+STABILITY: SURFACE MOTION
 SV0123
 SV0123  HISTORY     - Date     Condition        Report By
 SV0123  HISTORY     - 1958     MONUMENTED       CGS
 SV0123
 SV0123                          STATION DESCRIPTION
 SV0123
 SV0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0123'7.85 MI NW FROM CATALDO.
 SV0123'7.85 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON WASHINGTON
 SV0123'RAILROAD STATION AT CATALDO, 1.3 MILE WEST OF THE JUNCTION OF STATE
 SV0123'HIGHWAY 3, 0.8 MILE EAST OF THE CEDARS SERVICE STATION, 35.4 FEET
 SV0123'SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE, 6.0 FEET
 SV0123'NORTHEAST OF A METAL WITNESS POST, SET IN TOP OF A 8 X 8 INCH CONCRETE
 SV0123'POST PROJECTING 4 INCHES AND 1 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1456 ***********************************************************************
 SV1456  DESIGNATION -  IDA 90 80
 SV1456  PID         -  SV1456
 SV1456  STATE/COUNTY-  ID/KOOTENAI
 SV1456  USGS QUAD   -  ROSE LAKE (1996)
 SV1456
 SV1456                         *CURRENT SURVEY CONTROL
 SV1456  ___________________________________________________________________
 SV1456* NAD 83(1992)-  47 34 27.76794(N)    116 26 02.43609(W)     ADJUSTED  
 SV1456* NAVD 88     -       846.     (meters)    2776.     (feet)  SCALED    
 SV1456  ___________________________________________________________________
 SV1456  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 SV1456  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 SV1456
 SV1456  HORZ ORDER  -  SECOND
 SV1456
 SV1456.The horizontal coordinates were established by classical geodetic methods
 SV1456.and adjusted by the National Geodetic Survey in July 1992..
 SV1456
 SV1456.The orthometric height was scaled from a topographic map.
 SV1456
 SV1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1456
 SV1456.The geoid height was determined by GEOID03.
 SV1456
 SV1456;                    North         East     Units Scale Factor Converg.
 SV1456;SPC ID W     -   656,673.977   748,540.615   MT  0.99996586   -0 30 17.7
 SV1456;UTM  11      - 5,269,151.284   542,566.345   MT  0.99962227   +0 25 04.1
 SV1456
 SV1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1456!SPC ID W     -   0.99987008  x   0.99996586  =   0.99983594
 SV1456!UTM  11      -   0.99987008  x   0.99962227  =   0.99949240
 SV1456
 SV1456|---------------------------------------------------------------------|
 SV1456| PID    Reference Object                     Distance      Geod. Az  |
 SV1456|                                                           dddmmss.s |
 SV1456| CH6764 IDA 90 80 RM 1                        8.699 METERS 06100     |
 SV1456| CH6765 IDA 90 80 RM 2                        5.956 METERS 15503     |
 SV1456| SV1460 IDA 90 80 AZ MK 2                   APPROX. 1.2 KM 2091008.6 |
 SV1456| CH6763 IDA 90 80 AZ MK 1                                  2461514.0 |
 SV1456|---------------------------------------------------------------------|
 SV1456
 SV1456                          SUPERSEDED SURVEY CONTROL
 SV1456
 SV1456  NAD 83(1986)-  47 34 27.77161(N)    116 26 02.42746(W) AD(       ) 2
 SV1456  NAD 27      -  47 34 28.07154(N)    116 25 58.80464(W) AD(       ) 2
 SV1456
 SV1456.Superseded values are not recommended for survey control.
 SV1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1456.See file dsdata.txt to determine how the superseded data were derived.
 SV1456
 SV1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN4256669151(NAD 83)
 SV1456_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1456_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SV1456
 SV1456  HISTORY     - Date     Condition        Report By
 SV1456  HISTORY     - 1958     MONUMENTED       CGS
 SV1456
 SV1456                          STATION DESCRIPTION
 SV1456
 SV1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1456'THE STATION IS ABOUT 5-1/4 MILES WEST-NORTHWEST OF CATALDO AND
 SV1456'1/2 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY
 SV1456'3 (ROSE LAKE JUNCTION).  ON THE WEST SLOPE OF THE SAME HILL AS
 SV1456'THAT ON WHICH BEACON 28 AND STATION GOOD ARE LOCATED.
 SV1456'
 SV1456'TO REACH FROM THE ROSE LAKE JUNCTION, GO EAST ON U.S. HIGHWAY 10 FOR
 SV1456'0.2 MILE, TURN RIGHT, SOUTHERLY ON GRAVEL ROAD FOR 0.6 MILE TO
 SV1456'FORK.  TAKE LEFT FORK (ALONG NORTH SIDE OF HOUSE) ON BLADED
 SV1456'ROAD EAST THEN NORTH (UP WEST SIDE OF RIDGE) FOR 0.6 MILE TO
 SV1456'FORK.  TAKE RIGHT FORK UP STEEP GRADE FOR 0.2 MILE TO THE STATION
 SV1456'ON THE RIGHT.
 SV1456'
 SV1456'THE SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 SV1456'SET IN 6-INCH ROUND CONCRETE POSTS PROJECTING ABOUT 4 INCHES.
 SV1456'
 SV1456'THE STATION MARK, STAMPED IDA 90-80 1958, IS 24 FEET SOUTH OF
 SV1456'THE CENTER OF THE BLADED ROAD AND 7 FEET EAST-SOUTHEAST OF A
 SV1456'2-FOOT STUMP 3 FEET HIGH.
 SV1456'
 SV1456'THE REFERENCE MARKS ARE STAMPED IDA 90-80 1958 NO 1 AND NO 2
 SV1456'RESPECTIVELY.
 SV1456'
 SV1456'AZIMUTH MARK NO. 1 IS 0.15 MILE SOUTH ALONG STATE HIGHWAY 3
 SV1456'FROM THE ROSE LAKE JUNCTION.  66 FEET WEST OF THE CENTER LINE OF THE
 SV1456'HIGHWAY, 2 FEET EAST OF THE FENCE LINE AND 3-1/2 FEET NORTH OF A
 SV1456'METAL WITNESS POST WITH SIGN.  THE MARK, STAMPED IDA 90-80 NO
 SV1456'1 1958, IS A STANDARD DISK SET IN CONCRETE AT THE CENTER OF THE
 SV1456'TOP OF A 10-INCH TILE EMBEDDED IN THE GROUND AND PROJECTS ABOUT
 SV1456'4 INCHES ABOVE THE GROUND.
 SV1456'
 SV1456'AZIMUTH MARK NO. 2 IS 0.65 MILE SOUTH ALONG STATE HIGHWAY 3 FROM
 SV1456'THE ROSE LAKE JUNCTION.  21 PACES WEST OF THE CENTER LINE OF
 SV1456'THE HIGHWAY, 8 FEET EAST OF THE FENCE LINE AND AT THE WEST EDGE
 SV1456'OF AN ABANDONED TRACK ROAD.  THE MARK, STAMPED IDA 90-80 NO 2
 SV1456'1958, IS A STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING
 SV1456'ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1460 ***********************************************************************
 SV1460  DESIGNATION -  IDA 90 80 AZ MK 2
 SV1460  PID         -  SV1460
 SV1460  STATE/COUNTY-  ID/KOOTENAI
 SV1460  USGS QUAD   -  ROSE LAKE (1996)
 SV1460
 SV1460                         *CURRENT SURVEY CONTROL
 SV1460  ___________________________________________________________________
 SV1460* NAD 83(1992)-  47 33 54.93525(N)    116 26 29.51244(W)     ADJUSTED  
 SV1460* NAVD 88     -       660.     (meters)    2165.     (feet)  SCALED    
 SV1460  ___________________________________________________________________
 SV1460  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 SV1460  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 SV1460
 SV1460  HORZ ORDER  -  SECOND
 SV1460
 SV1460.The horizontal coordinates were established by classical geodetic methods
 SV1460.and adjusted by the National Geodetic Survey in July 1992..
 SV1460
 SV1460.The orthometric height was scaled from a topographic map.
 SV1460
 SV1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1460
 SV1460.The geoid height was determined by GEOID03.
 SV1460
 SV1460;                    North         East     Units Scale Factor Converg.
 SV1460;SPC ID W     -   655,665.064   747,965.749   MT  0.99996659   -0 30 37.4
 SV1460;UTM  11      - 5,268,133.596   542,007.992   MT  0.99962169   +0 24 43.9
 SV1460
 SV1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1460!SPC ID W     -   0.99989923  x   0.99996659  =   0.99986582
 SV1460!UTM  11      -   0.99989923  x   0.99962169  =   0.99952096
 SV1460
 SV1460                          SUPERSEDED SURVEY CONTROL
 SV1460
 SV1460  NAD 83(1986)-  47 33 54.93893(N)    116 26 29.50392(W) AD(       ) 2
 SV1460  NAD 27      -  47 33 55.23681(N)    116 26 25.88393(W) AD(       ) 2
 SV1460
 SV1460.Superseded values are not recommended for survey control.
 SV1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1460.See file dsdata.txt to determine how the superseded data were derived.
 SV1460
 SV1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN4200868134(NAD 83)
 SV1460
 SV1460  HISTORY     - Date     Condition        Report By
 SV1460  HISTORY     - 1958     MONUMENTED       CGS
 SV1460
 SV1460                          STATION DESCRIPTION
 SV1460
 SV1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV1460'SEE STATION IDA 90-80
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1458 ***********************************************************************
 SV1458  DESIGNATION -  IDA 90 81
 SV1458  PID         -  SV1458
 SV1458  STATE/COUNTY-  ID/KOOTENAI
 SV1458  USGS QUAD   -  ROSE LAKE (1996)
 SV1458
 SV1458                         *CURRENT SURVEY CONTROL
 SV1458  ___________________________________________________________________
 SV1458* NAD 83(1992)-  47 34 52.62422(N)    116 26 17.41715(W)     ADJUSTED  
 SV1458* NAVD 88     -       799.8    (meters)    2624.     (feet)  VERTCON   
 SV1458  ___________________________________________________________________
 SV1458  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 SV1458  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 SV1458
 SV1458  HORZ ORDER  -  SECOND
 SV1458
 SV1458.The horizontal coordinates were established by classical geodetic methods
 SV1458.and adjusted by the National Geodetic Survey in July 1992..
 SV1458
 SV1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1458
 SV1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1458
 SV1458.The geoid height was determined by GEOID03.
 SV1458
 SV1458;                    North         East     Units Scale Factor Converg.
 SV1458;SPC ID W     -   657,444.347   748,234.352   MT  0.99996625   -0 30 29.0
 SV1458;UTM  11      - 5,269,916.359   542,247.824   MT  0.99962193   +0 24 53.2
 SV1458
 SV1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1458!SPC ID W     -   0.99987733  x   0.99996625  =   0.99984359
 SV1458!UTM  11      -   0.99987733  x   0.99962193  =   0.99949931
 SV1458
 SV1458|---------------------------------------------------------------------|
 SV1458| PID    Reference Object                     Distance      Geod. Az  |
 SV1458|                                                           dddmmss.s |
 SV1458| CH6766 IDA 90 81 RM 1                        8.143 METERS 05357     |
 SV1458| SV1456 IDA 90 80                           APPROX. 0.8 KM 1574841.6 |
 SV1458| CH6767 IDA 90 81 RM 2                        7.935 METERS 24500     |
 SV1458|---------------------------------------------------------------------|
 SV1458
 SV1458                          SUPERSEDED SURVEY CONTROL
 SV1458
 SV1458  NAD 83(1986)-  47 34 52.62785(N)    116 26 17.40846(W) AD(       ) 2
 SV1458  NAD 27      -  47 34 52.92775(N)    116 26 13.78381(W) AD(       ) 2
 SV1458  NGVD 29 (07/19/86)  798.7    (m)         2620.     (f) VERT ANG       
 SV1458
 SV1458.Superseded values are not recommended for survey control.
 SV1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1458.See file dsdata.txt to determine how the superseded data were derived.
 SV1458
 SV1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN4224869916(NAD 83)
 SV1458_MARKER: Z = SEE DESCRIPTION
 SV1458_SETTING: 0 = UNSPECIFIED SETTING
 SV1458
 SV1458  HISTORY     - Date     Condition        Report By
 SV1458  HISTORY     - 1958     MONUMENTED       CGS
 SV1458
 SV1458                          STATION DESCRIPTION
 SV1458
 SV1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1458'THE STATION IS ABOUT 3/4 MILE NORTH OF THE JUNCTION OF STATE
 SV1458'HIGHWAY 3 AND U.S. HIGHWAY 10 ON THE SOUTH SLOPE OF A TIMBERED
 SV1458'HILL WHICH IS NORTHWEST OF THE FITZGERALD RANCH.
 SV1458'
 SV1458'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 3 AND U.S. HIGHWAY
 SV1458'10 GO EASTERLY ALONG U.S. HIGHWAY 10 FOR 1000 FEET TO A SIGN
 SV1458'ON THE LEFT MAJOR JUNCTION 1000 FEET.  TURN LEFT, NORTH, ALONG
 SV1458'DIRT ROAD UP DRAW FOR 0.6 MILE TO A WIRE GATE ON THE RIGHT.
 SV1458'TURN RIGHT THROUGH GATE AND FOLLOW TRACK ROAD, NORTHEAST,
 SV1458'ACROSS MEADOW AND SMALL STREAM TOWARD THE FITZGERALD RANCH FOR
 SV1458'0.3 MILE TO A BLADED ROAD ON THE RIGHT ABOUT 50 YARDS BEFORE
 SV1458'REACHING A BARN.  TURN RIGHT AND FOLLOW BLADED ROAD UP ALONG
 SV1458'THE NORTH AND EAST SIDE OF A TIMBERED HILL FOR 0.4 MILE TO A
 SV1458'FORK.  TAKE RIGHT FORK UP SLOPE FOR 0.25 MILE TO THE STATION
 SV1458'ON THE LEFT.
 SV1458'
 SV1458'THE STATION AND UNDERGROUND MARK, STAMPED IDA 90-81 1958, ARE
 SV1458'TRAVERSE DISKS SET IN CONCRETE IN A 6 INCH PIPE PROJECTING 3 INCHES.
 SV1458'THE STATION IS 20 FEET NORTH OF A 12 INCH PINE TREE WITH A
 SV1458'TRIANGLE BLAZE ON IT, AND ABOUT 35 FEET NORTH OF AND 20 FEET
 SV1458'HIGHER THAN THE BLADED ROAD.
 SV1458'
 SV1458'THE REFERENCE MARKS, STAMPED IDA 90-81 NO 1 NO 2 1958, ARE
 SV1458'STANDARD DISKS SET IN CONCRETE IN THE TOPS OF 6 INCH PIPE PROJECTING
 SV1458'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0129 ***********************************************************************
 SV0129  DESIGNATION -  IDA 90 82
 SV0129  PID         -  SV0129
 SV0129  STATE/COUNTY-  ID/KOOTENAI
 SV0129  USGS QUAD   -  ROSE LAKE (1996)
 SV0129
 SV0129                         *CURRENT SURVEY CONTROL
 SV0129  ___________________________________________________________________
 SV0129* NAD 83(1986)-  47 34 48.     (N)    116 25 21.     (W)     SCALED    
 SV0129* NAVD 88     -       706.563  (meters)    2318.12   (feet)  ADJUSTED  
 SV0129  ___________________________________________________________________
 SV0129  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 SV0129  DYNAMIC HT  -         706.573 (meters)    2318.15  (feet)  COMP
 SV0129  MODELED GRAV-     980,603.4   (mgal)                       NAVD 88
 SV0129
 SV0129  VERT ORDER  -  SECOND    CLASS 0
 SV0129
 SV0129.The horizontal coordinates were scaled from a topographic map and have
 SV0129.an estimated accuracy of +/- 6 seconds.
 SV0129
 SV0129.The orthometric height was determined by differential leveling
 SV0129.and adjusted by the National Geodetic Survey in June 1991..
 SV0129
 SV0129.The geoid height was determined by GEOID03.
 SV0129
 SV0129.The dynamic height is computed by dividing the NAVD 88
 SV0129.geopotential number by the normal gravity value computed on the
 SV0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0129.degrees latitude (g = 980.6199 gals.).
 SV0129
 SV0129.The modeled gravity was interpolated from observed gravity values.
 SV0129
 SV0129;                    North         East    Units  Estimated Accuracy
 SV0129;SPC ID W     -   657,290.      749,410.      MT  (+/- 180 meters Scaled)
 SV0129
 SV0129                          SUPERSEDED SURVEY CONTROL
 SV0129
 SV0129  NGVD 29 (??/??/92)  705.454  (m)         2314.48   (f) ADJ UNCH    2 0
 SV0129
 SV0129.Superseded values are not recommended for survey control.
 SV0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0129.See file dsdata.txt to determine how the superseded data were derived.
 SV0129
 SV0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN434697(NAD 83)
 SV0129_MARKER: DE = TRAVERSE STATION DISK
 SV0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0129_STAMPING: IDA 90-82 1958
 SV0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0129+STABILITY: SURFACE MOTION
 SV0129
 SV0129  HISTORY     - Date     Condition        Report By
 SV0129  HISTORY     - 1958     MONUMENTED       CGS
 SV0129
 SV0129                          STATION DESCRIPTION
 SV0129
 SV0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0129'6.0 MI NW FROM CATALDO.
 SV0129'6.0 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM CATALDO, ABOUT 90.0
 SV0129'FEET NORTH OF A LARGE RESIDENCE ON THE NORTH SIDE OF THE HIGHWAY,
 SV0129'28.02 FEET NORTHEAST OF R.M. 2, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1457 ***********************************************************************
 SV1457  DESIGNATION -  IDA 90 82
 SV1457  PID         -  SV1457
 SV1457  STATE/COUNTY-  ID/KOOTENAI
 SV1457  USGS QUAD   -  ROSE LAKE (1996)
 SV1457
 SV1457                         *CURRENT SURVEY CONTROL
 SV1457  ___________________________________________________________________
 SV1457* NAD 83(1992)-  47 34 47.78040(N)    116 25 21.65285(W)     ADJUSTED  
 SV1457* NAVD 88     -       706.56   (+/-2cm)    2318.1    (feet)  VERTCON   
 SV1457  ___________________________________________________________________
 SV1457  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 SV1457  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 SV1457
 SV1457  HORZ ORDER  -  SECOND
 SV1457  VERT ORDER  -  THIRD ? (See Below)
 SV1457
 SV1457.The horizontal coordinates were established by classical geodetic methods
 SV1457.and adjusted by the National Geodetic Survey in July 1992..
 SV1457
 SV1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1457.The vertical order pertains to the NGVD 29 superseded value.
 SV1457
 SV1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1457
 SV1457.The geoid height was determined by GEOID03.
 SV1457
 SV1457;                    North         East     Units Scale Factor Converg.
 SV1457;SPC ID W     -   657,284.546   749,398.246   MT  0.99996479   -0 29 47.7
 SV1457;UTM  11      - 5,269,775.372   543,413.741   MT  0.99962316   +0 25 34.3
 SV1457
 SV1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1457!SPC ID W     -   0.99989194  x   0.99996479  =   0.99985674
 SV1457!UTM  11      -   0.99989194  x   0.99962316  =   0.99951514
 SV1457
 SV1457|---------------------------------------------------------------------|
 SV1457| PID    Reference Object                     Distance      Geod. Az  |
 SV1457|                                                           dddmmss.s |
 SV1457| SV0130 IDA 90 82 RM 1                        8.024 METERS 09029     |
 SV1457| SV0133 ROSE                                APPROX. 1.2 KM 1394408.4 |
 SV1457| SV0128 IDA 90 82 RM 2                        8.452 METERS 27305     |
 SV1457|---------------------------------------------------------------------|
 SV1457
 SV1457                          SUPERSEDED SURVEY CONTROL
 SV1457
 SV1457  NAD 83(1986)-  47 34 47.78403(N)    116 25 21.64433(W) AD(       ) 2
 SV1457  NAD 27      -  47 34 48.08260(N)    116 25 18.02165(W) AD(       ) 2
 SV1457  NGVD 29 (07/19/86)  705.45   (m)         2314.5    (f) LEVELING    3  
 SV1457
 SV1457.Superseded values are not recommended for survey control.
 SV1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1457.See file dsdata.txt to determine how the superseded data were derived.
 SV1457
 SV1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN4341469775(NAD 83)
 SV1457_MARKER: Z = SEE DESCRIPTION
 SV1457_SETTING: 0 = UNSPECIFIED SETTING
 SV1457
 SV1457  HISTORY     - Date     Condition        Report By
 SV1457  HISTORY     - 1958     MONUMENTED       CGS
 SV1457
 SV1457                          STATION DESCRIPTION
 SV1457
 SV1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1457'THE STATION IS ABOUT 6 MILES WEST-SOUTHWEST ALONG U.S. HIGHWAY
 SV1457'10 FROM CATALDO, 1.4 MILE EAST NORTHEAST OF THE JUNCTION OF STATE
 SV1457'HIGHWAY 3 AND U.S. HIGHWAY 10 ON THE SUMMIT OF A LOW GRASSY
 SV1457'HILL ABOUT 150 FEET NORTH OF A LARGE RESIDENCE ON THE NORTH SIDE
 SV1457'OF THE HIGHWAY.
 SV1457'
 SV1457'TO REACH FORM THE JUNCTION OF STATE HIGHWAY 3 AND U.S. HIGHWAY
 SV1457'10, ROSE LAKE JUNCTION, GO EASTERLY ALONG U.S. HIGHWAY 10 FOR
 SV1457'0.9 MILE TO A LARGE RESIDENCE ON THE LEFT.  TURN LEFT INTO
 SV1457'DRIVEWAY AND ON UP TO GARAGE ENTRANCE TO END OF TRUCK TRAVEL.
 SV1457'WALK ACROSS LAWN TO HIGHEST PART OF HILL AND STATION.  A DISTANCE
 SV1457'OF ABOUT 25 YARDS.
 SV1457'
 SV1457'THE STATION AND UNDERGROUND MARK, STAMPED IDA 90-82 1958, ARE
 SV1457'TRAVERSE DISKS SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES,
 SV1457'96 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME HOUSE, 90 FEET
 SV1457'NORTHWEST OF THE NORTHEAST CORNER OF THE SAME HOUSE, AND 3 FEET
 SV1457'NORTHWEST OF A FENCE.
 SV1457'
 SV1457'REFERENCE MARK NO. 1, STAMPED IDA 90-82 NO 1 1958, IS A STANDARD
 SV1457'DISK SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES AND 3 FEET
 SV1457'NORTHWEST OF A FENCE.
 SV1457'
 SV1457'REFERENCE MARK NO. 2, STAMPED IDA 90-82 NO 2 1958, IS A STANDARD
 SV1457'DISK SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES AND 5 FEET
 SV1457'NORTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0130 ***********************************************************************
 SV0130  DESIGNATION -  IDA 90 82 RM 1
 SV0130  PID         -  SV0130
 SV0130  STATE/COUNTY-  ID/KOOTENAI
 SV0130  USGS QUAD   -  ROSE LAKE (1996)
 SV0130
 SV0130                         *CURRENT SURVEY CONTROL
 SV0130  ___________________________________________________________________
 SV0130* NAD 83(1986)-  47 34 48.     (N)    116 25 21.     (W)     SCALED    
 SV0130* NAVD 88     -       706.494  (meters)    2317.89   (feet)  ADJUSTED  
 SV0130  ___________________________________________________________________
 SV0130  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 SV0130  DYNAMIC HT  -         706.504 (meters)    2317.92  (feet)  COMP
 SV0130  MODELED GRAV-     980,603.4   (mgal)                       NAVD 88
 SV0130
 SV0130  VERT ORDER  -  SECOND    CLASS 0
 SV0130
 SV0130.The horizontal coordinates were scaled from a topographic map and have
 SV0130.an estimated accuracy of +/- 6 seconds.
 SV0130
 SV0130.The orthometric height was determined by differential leveling
 SV0130.and adjusted by the National Geodetic Survey in June 1991..
 SV0130
 SV0130.The geoid height was determined by GEOID03.
 SV0130
 SV0130.The dynamic height is computed by dividing the NAVD 88
 SV0130.geopotential number by the normal gravity value computed on the
 SV0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0130.degrees latitude (g = 980.6199 gals.).
 SV0130
 SV0130.The modeled gravity was interpolated from observed gravity values.
 SV0130
 SV0130;                    North         East    Units  Estimated Accuracy
 SV0130;SPC ID W     -   657,290.      749,410.      MT  (+/- 180 meters Scaled)
 SV0130
 SV0130                          SUPERSEDED SURVEY CONTROL
 SV0130
 SV0130  NGVD 29 (??/??/92)  705.385  (m)         2314.25   (f) ADJ UNCH    2 0
 SV0130
 SV0130.Superseded values are not recommended for survey control.
 SV0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0130.See file dsdata.txt to determine how the superseded data were derived.
 SV0130
 SV0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN434697(NAD 83)
 SV0130_MARKER: DR = REFERENCE MARK DISK
 SV0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0130_STAMPING: IDA 90-82 NO 1 1958
 SV0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0130+STABILITY: SURFACE MOTION
 SV0130
 SV0130  HISTORY     - Date     Condition        Report By
 SV0130  HISTORY     - 1958     MONUMENTED       CGS
 SV0130
 SV0130                          STATION DESCRIPTION
 SV0130
 SV0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0130'6.0 MI NW FROM CATALDO.
 SV0130'6.0 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM CATALDO, 26.32 FEET
 SV0130'NORTHEAST OF THE STATION MARK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0128 ***********************************************************************
 SV0128  DESIGNATION -  IDA 90 82 RM 2
 SV0128  PID         -  SV0128
 SV0128  STATE/COUNTY-  ID/KOOTENAI
 SV0128  USGS QUAD   -  ROSE LAKE (1996)
 SV0128
 SV0128                         *CURRENT SURVEY CONTROL
 SV0128  ___________________________________________________________________
 SV0128* NAD 83(1986)-  47 34 48.     (N)    116 25 21.     (W)     SCALED    
 SV0128* NAVD 88     -       705.943  (meters)    2316.08   (feet)  ADJUSTED  
 SV0128  ___________________________________________________________________
 SV0128  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 SV0128  DYNAMIC HT  -         705.952 (meters)    2316.11  (feet)  COMP
 SV0128  MODELED GRAV-     980,603.4   (mgal)                       NAVD 88
 SV0128
 SV0128  VERT ORDER  -  SECOND    CLASS 0
 SV0128
 SV0128.The horizontal coordinates were scaled from a topographic map and have
 SV0128.an estimated accuracy of +/- 6 seconds.
 SV0128
 SV0128.The orthometric height was determined by differential leveling
 SV0128.and adjusted by the National Geodetic Survey in June 1991..
 SV0128
 SV0128.The geoid height was determined by GEOID03.
 SV0128
 SV0128.The dynamic height is computed by dividing the NAVD 88
 SV0128.geopotential number by the normal gravity value computed on the
 SV0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0128.degrees latitude (g = 980.6199 gals.).
 SV0128
 SV0128.The modeled gravity was interpolated from observed gravity values.
 SV0128
 SV0128;                    North         East    Units  Estimated Accuracy
 SV0128;SPC ID W     -   657,290.      749,410.      MT  (+/- 180 meters Scaled)
 SV0128
 SV0128                          SUPERSEDED SURVEY CONTROL
 SV0128
 SV0128  NGVD 29 (??/??/92)  704.833  (m)         2312.44   (f) ADJ UNCH    2 0
 SV0128
 SV0128.Superseded values are not recommended for survey control.
 SV0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0128.See file dsdata.txt to determine how the superseded data were derived.
 SV0128
 SV0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN434697(NAD 83)
 SV0128_MARKER: DR = REFERENCE MARK DISK
 SV0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0128_STAMPING: IDA 90-82 NO 2 1958
 SV0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0128+STABILITY: SURFACE MOTION
 SV0128
 SV0128  HISTORY     - Date     Condition        Report By
 SV0128  HISTORY     - 1958     MONUMENTED       CGS
 SV0128
 SV0128                          STATION DESCRIPTION
 SV0128
 SV0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0128'6.0 MI NW FROM CATALDO.
 SV0128'6.0 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM CATALDO, 28.02 FEET
 SV0128'SOUTHWEST OF THE STATION MARK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0156 ***********************************************************************
 SV0156  DESIGNATION -  IDA 90 83
 SV0156  PID         -  SV0156
 SV0156  STATE/COUNTY-  ID/KOOTENAI
 SV0156  USGS QUAD   -  CATALDO (1996)
 SV0156
 SV0156                         *CURRENT SURVEY CONTROL
 SV0156  ___________________________________________________________________
 SV0156* NAD 83(1992)-  47 32 44.51508(N)    116 19 56.40583(W)     ADJUSTED  
 SV0156* NAVD 88     -       653.621  (meters)    2144.42   (feet)  ADJUSTED  
 SV0156  ___________________________________________________________________
 SV0156  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 SV0156  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 SV0156  DYNAMIC HT  -         653.626 (meters)    2144.44  (feet)  COMP
 SV0156  MODELED GRAV-     980,599.8   (mgal)                       NAVD 88
 SV0156
 SV0156  HORZ ORDER  -  SECOND
 SV0156  VERT ORDER  -  SECOND    CLASS 0
 SV0156
 SV0156.The horizontal coordinates were established by classical geodetic methods
 SV0156.and adjusted by the National Geodetic Survey in July 1992..
 SV0156
 SV0156.The orthometric height was determined by differential leveling
 SV0156.and adjusted by the National Geodetic Survey in June 1991..
 SV0156
 SV0156.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0156
 SV0156.The geoid height was determined by GEOID03.
 SV0156
 SV0156.The dynamic height is computed by dividing the NAVD 88
 SV0156.geopotential number by the normal gravity value computed on the
 SV0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0156.degrees latitude (g = 980.6199 gals.).
 SV0156
 SV0156.The modeled gravity was interpolated from observed gravity values.
 SV0156
 SV0156;                    North         East     Units Scale Factor Converg.
 SV0156;SPC ID W     -   653,422.962   756,165.882   MT  0.99995694   -0 25 46.8
 SV0156;UTM  11      - 5,266,024.503   550,240.395   MT  0.99963102   +0 29 33.4
 SV0156
 SV0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0156!SPC ID W     -   0.99990022  x   0.99995694  =   0.99985717
 SV0156!UTM  11      -   0.99990022  x   0.99963102  =   0.99953128
 SV0156
 SV0156:                Primary Azimuth Mark                     Grid Az
 SV0156:SPC ID W     -  IDA 90 84                                061 27 20.2
 SV0156:UTM  11      -  IDA 90 84                                060 32 00.0
 SV0156
 SV0156|---------------------------------------------------------------------|
 SV0156| PID    Reference Object                     Distance      Geod. Az  |
 SV0156|                                                           dddmmss.s |
 SV0156| SV1451 IDA 90 84                           APPROX. 1.2 KM 0610133.4 |
 SV0156| SV0154 IDA 90 83 RM 1                        6.555 METERS 10421     |
 SV0156| SV0155 IDA 90 83 RM 2                       10.444 METERS 20725     |
 SV0156|---------------------------------------------------------------------|
 SV0156
 SV0156                          SUPERSEDED SURVEY CONTROL
 SV0156
 SV0156  NAD 83(1986)-  47 32 44.51857(N)    116 19 56.39749(W) AD(       ) 2
 SV0156  NAD 27      -  47 32 44.80897(N)    116 19 52.78939(W) AD(       ) 2
 SV0156  NGVD 29 (??/??/92)  652.500  (m)         2140.74   (f) ADJ UNCH    2 0
 SV0156
 SV0156.Superseded values are not recommended for survey control.
 SV0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0156.See file dsdata.txt to determine how the superseded data were derived.
 SV0156
 SV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5024066025(NAD 83)
 SV0156_MARKER: DE = TRAVERSE STATION DISK
 SV0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0156_STAMPING: IDA 90-83 1958
 SV0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0156+STABILITY: SURFACE MOTION
 SV0156
 SV0156  HISTORY     - Date     Condition        Report By
 SV0156  HISTORY     - 1958     MONUMENTED       CGS
 SV0156  HISTORY     - 1958     GOOD             CGS
 SV0156
 SV0156                          STATION DESCRIPTION
 SV0156
 SV0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV0156'THE STATION IS ABOUT 0.25 MILE SOUTH-SOUTHWEST OF THE ABANDONED
 SV0156'CATALDO RAILROAD STATION ALONG THE WEST SIDE OF THE TRACKS
 SV0156'AND NEAR A RAILROAD SWITCH.
 SV0156'
 SV0156'TO REACH FROM THE ABANDONED RAILROAD STATION AT CATALDO TAKE
 SV0156'GRAVEL ROAD SOUTH-SOUTHWEST ALONG THE EAST SIDE OF THE RAILROAD
 SV0156'TRACKS FOR 0.25 MILE TO A RAILROAD SWITCH ON THE RIGHT.
 SV0156'
 SV0156'THE STATION AND UNDERGROUND MARKS, STAMPED IDA 90-83 1958, ARE
 SV0156'STANDARD TRAVERSE STATION DISKS SET IN THE TOP OF AND
 SV0156'BELOW A 6 INCH PIPE FILLED WITH CONCRETE.  THE STATION IS
 SV0156'10 POLES NORTHWEST OF MILE POLE NO. 57, 50 YARDS NORTHWEST OF A
 SV0156'RAILROAD CROSSING, 70 FEET SOUTHWEST OF THE CENTERLINE OF A
 SV0156'GRAVEL ROAD, 7-1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 SV0156'UNION PACIFIC RAILROAD TRACKS, AND 5-1/2 FEET NORTHWEST OF A
 SV0156'RAILROAD SWITCH.
 SV0156'
 SV0156'REFERENCE MARK NO. 1, STAMPED IDA 90-83 NO 1 1958, IS A STANDARD DISK
 SV0156'SET IN CONCRETE IN THE TOP OF A 4 INCH ORANGEBURG PIPE PROJECTING
 SV0156'5 INCHES, 55 FEET NORTHWEST OF A TELEPHONE POLE, 49 FEET SOUTHWEST
 SV0156'OF THE CENTERLINE OF A GRAVEL ROAD AND 8 FEET NORTHEAST OF THE
 SV0156'NORTHEAST RAIL OF THE RAILROAD TRACKS.
 SV0156'
 SV0156'REFERENCE MARK NO. 2, STAMPED IDA 90-83 NO 2 1958, IS A STANDARD DISK
 SV0156'SET IN CONCRETE IN THE TOP OF A 4 INCH ORANGEBURG PIPE PROJECTING 5
 SV0156'INCHES, 27-1/2 FEET SOUTH OF A RAILROAD SWITCH AND 6-1/2 FEET
 SV0156'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS.
 SV0156
 SV0156                          STATION RECOVERY (1958)
 SV0156
 SV0156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SV0156'0.25 MI SW FROM CATALDO.
 SV0156'0.25 MILE SOUTHWEST ALONG THE EAST SIDE OF THE RAILROAD TRACKS FROM
 SV0156'THE STATION AT CATALDO, 10 POLES NORTHWEST OF MILE POST 57, 70.0 FEET
 SV0156'SOUTHWEST OF THE CENTERLINE OF GRAVEL ROAD, 7 1/2 FEET SOUTHWEST OF
 SV0156'THE SOUTHWEST RAIL, 5 1/2 FEET NORTHWEST OF A SWITCH, SET IN A 6 INCH
 SV0156'PIPE FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0154 ***********************************************************************
 SV0154  DESIGNATION -  IDA 90 83 RM 1
 SV0154  PID         -  SV0154
 SV0154  STATE/COUNTY-  ID/KOOTENAI
 SV0154  USGS QUAD   -  CATALDO (1996)
 SV0154
 SV0154                         *CURRENT SURVEY CONTROL
 SV0154  ___________________________________________________________________
 SV0154* NAD 83(1986)-  47 32 45.     (N)    116 19 55.     (W)     SCALED    
 SV0154* NAVD 88     -       653.613  (meters)    2144.40   (feet)  ADJUSTED  
 SV0154  ___________________________________________________________________
 SV0154  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 SV0154  DYNAMIC HT  -         653.618 (meters)    2144.41  (feet)  COMP
 SV0154  MODELED GRAV-     980,600.1   (mgal)                       NAVD 88
 SV0154
 SV0154  VERT ORDER  -  SECOND    CLASS 0
 SV0154
 SV0154.The horizontal coordinates were scaled from a topographic map and have
 SV0154.an estimated accuracy of +/- 6 seconds.
 SV0154
 SV0154.The orthometric height was determined by differential leveling
 SV0154.and adjusted by the National Geodetic Survey in June 1991..
 SV0154
 SV0154.The geoid height was determined by GEOID03.
 SV0154
 SV0154.The dynamic height is computed by dividing the NAVD 88
 SV0154.geopotential number by the normal gravity value computed on the
 SV0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0154.degrees latitude (g = 980.6199 gals.).
 SV0154
 SV0154.The modeled gravity was interpolated from observed gravity values.
 SV0154
 SV0154;                    North         East    Units  Estimated Accuracy
 SV0154;SPC ID W     -   653,440.      756,200.      MT  (+/- 180 meters Scaled)
 SV0154
 SV0154                          SUPERSEDED SURVEY CONTROL
 SV0154
 SV0154  NGVD 29 (??/??/92)  652.492  (m)         2140.72   (f) ADJ UNCH    2 0
 SV0154
 SV0154.Superseded values are not recommended for survey control.
 SV0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0154.See file dsdata.txt to determine how the superseded data were derived.
 SV0154
 SV0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN502660(NAD 83)
 SV0154_MARKER: DR = REFERENCE MARK DISK
 SV0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0154_STAMPING: IDA 90-83 NO 1 1958
 SV0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0154+STABILITY: SURFACE MOTION
 SV0154
 SV0154  HISTORY     - Date     Condition        Report By
 SV0154  HISTORY     - 1958     MONUMENTED       CGS
 SV0154
 SV0154                          STATION DESCRIPTION
 SV0154
 SV0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0154'0.25 MI SW FROM CATALDO.
 SV0154'0.25 MILE SOUTHWEST ALONG THE EAST SIDE OF THE RAILROAD TRACKS FROM
 SV0154'THE STATION AT CATALDO, 21.50 FEET NORTHEAST OF THE STATION MARK, SET
 SV0154'IN CONCRETE IN THE TOP OF A 4 INCH PIPE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0155 ***********************************************************************
 SV0155  DESIGNATION -  IDA 90 83 RM 2
 SV0155  PID         -  SV0155
 SV0155  STATE/COUNTY-  ID/KOOTENAI
 SV0155  USGS QUAD   -  CATALDO (1996)
 SV0155
 SV0155                         *CURRENT SURVEY CONTROL
 SV0155  ___________________________________________________________________
 SV0155* NAD 83(1986)-  47 32 48.     (N)    116 19 51.     (W)     SCALED    
 SV0155* NAVD 88     -       653.795  (meters)    2144.99   (feet)  ADJUSTED  
 SV0155  ___________________________________________________________________
 SV0155  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 SV0155  DYNAMIC HT  -         653.801 (meters)    2145.01  (feet)  COMP
 SV0155  MODELED GRAV-     980,601.3   (mgal)                       NAVD 88
 SV0155
 SV0155  VERT ORDER  -  SECOND    CLASS 0
 SV0155
 SV0155.The horizontal coordinates were scaled from a topographic map and have
 SV0155.an estimated accuracy of +/- 6 seconds.
 SV0155
 SV0155.The orthometric height was determined by differential leveling
 SV0155.and adjusted by the National Geodetic Survey in June 1991..
 SV0155
 SV0155.The geoid height was determined by GEOID03.
 SV0155
 SV0155.The dynamic height is computed by dividing the NAVD 88
 SV0155.geopotential number by the normal gravity value computed on the
 SV0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0155.degrees latitude (g = 980.6199 gals.).
 SV0155
 SV0155.The modeled gravity was interpolated from observed gravity values.
 SV0155
 SV0155;                    North         East    Units  Estimated Accuracy
 SV0155;SPC ID W     -   653,530.      756,280.      MT  (+/- 180 meters Scaled)
 SV0155
 SV0155                          SUPERSEDED SURVEY CONTROL
 SV0155
 SV0155  NGVD 29 (??/??/92)  652.675  (m)         2141.32   (f) ADJ UNCH    2 0
 SV0155
 SV0155.Superseded values are not recommended for survey control.
 SV0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0155.See file dsdata.txt to determine how the superseded data were derived.
 SV0155
 SV0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN503661(NAD 83)
 SV0155_MARKER: DR = REFERENCE MARK DISK
 SV0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0155_STAMPING: IDA 90-83 NO 2 1958
 SV0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0155+STABILITY: SURFACE MOTION
 SV0155
 SV0155  HISTORY     - Date     Condition        Report By
 SV0155  HISTORY     - 1958     MONUMENTED       CGS
 SV0155
 SV0155                          STATION DESCRIPTION
 SV0155
 SV0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0155'0.25 MI SW FROM CATALDO.
 SV0155'0.25 MILES SOUTHWEST ALONG THE EAST SIDE OF THE RAILROAD TRACKS FROM
 SV0155'THE STATION AT CATALDO, 33.28 FEET SOUTH OF THE STATION MARK, SET IN
 SV0155'CONCRETE IN THE TOP OF A 4 INCH PIPE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1451 ***********************************************************************
 SV1451  DESIGNATION -  IDA 90 84
 SV1451  PID         -  SV1451
 SV1451  STATE/COUNTY-  ID/SHOSHONE
 SV1451  USGS QUAD   -  CATALDO (1996)
 SV1451
 SV1451                         *CURRENT SURVEY CONTROL
 SV1451  ___________________________________________________________________
 SV1451* NAD 83(1992)-  47 33 04.03401(N)    116 19 04.32840(W)     ADJUSTED  
 SV1451* NAVD 88     -       662.6    (meters)    2174.     (feet)  VERTCON   
 SV1451  ___________________________________________________________________
 SV1451  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 SV1451  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 SV1451
 SV1451  HORZ ORDER  -  SECOND
 SV1451
 SV1451.The horizontal coordinates were established by classical geodetic methods
 SV1451.and adjusted by the National Geodetic Survey in July 1992..
 SV1451
 SV1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1451
 SV1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1451
 SV1451.The geoid height was determined by GEOID03.
 SV1451
 SV1451;                    North         East     Units Scale Factor Converg.
 SV1451;SPC ID W     -   654,017.672   757,259.184   MT  0.99995577   -0 25 08.5
 SV1451;UTM  11      - 5,266,636.537   551,323.630   MT  0.99963237   +0 30 12.0
 SV1451
 SV1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1451!SPC ID W     -   0.99989881  x   0.99995577  =   0.99985458
 SV1451!UTM  11      -   0.99989881  x   0.99963237  =   0.99953122
 SV1451
 SV1451:                Primary Azimuth Mark                     Grid Az
 SV1451:SPC ID W     -  IDA 90 85                                085 23 13.0
 SV1451:UTM  11      -  IDA 90 85                                084 27 52.5
 SV1451
 SV1451|---------------------------------------------------------------------|
 SV1451| PID    Reference Object                     Distance      Geod. Az  |
 SV1451|                                                           dddmmss.s |
 SV1451| SV1450 IDA 90 85                           APPROX. 1.6 KM 0845804.5 |
 SV1451| CH6768 IDA 90 84 RM 1                      159.378 METERS 09219     |
 SV1451| CH6769 IDA 90 84 RM 2                       94.783 METERS 33439     |
 SV1451|---------------------------------------------------------------------|
 SV1451
 SV1451                          SUPERSEDED SURVEY CONTROL
 SV1451
 SV1451  NAD 83(1986)-  47 33 04.03744(N)    116 19 04.32015(W) AD(       ) 2
 SV1451  NAD 27      -  47 33 04.32758(N)    116 19 00.71067(W) AD(       ) 2
 SV1451  NGVD 29 (07/19/86)  661.5    (m)         2170.     (f) VERT ANG       
 SV1451
 SV1451.Superseded values are not recommended for survey control.
 SV1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1451.See file dsdata.txt to determine how the superseded data were derived.
 SV1451
 SV1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5132466637(NAD 83)
 SV1451_MARKER: Z = SEE DESCRIPTION
 SV1451_SETTING: 0 = UNSPECIFIED SETTING
 SV1451
 SV1451  HISTORY     - Date     Condition        Report By
 SV1451  HISTORY     - 1958     MONUMENTED       CGS
 SV1451  HISTORY     - 1965     SEE DESCRIPTION  CGS
 SV1451
 SV1451                          STATION DESCRIPTION
 SV1451
 SV1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1451'THE STATION IS ABOUT 3/4 MILE EAST OF CATALDO, 400 FEET SOUTH
 SV1451'OF THE PRESENT U.S. HIGHWAY 10 ON THE CREST OF A BALD GRASSY
 SV1451'RIDGE IN A PASTURE ABOUT 1/4 MILE SOUTH-SOUTHWEST OF SOME RANCH
 SV1451'BUILDINGS.
 SV1451'
 SV1451'TO REACH FROM CATALDO GO EAST ON U.S. HIGHWAY 10 FOR 0.4 MILE
 SV1451'TO A ALUMINUM GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE
 SV1451'AND GO 0.2 MILE TOWARDS SOME RANCH BUILDINGS TO A DIM ROAD ON
 SV1451'THE LEFT.  TURN LEFT, NORTHEAST, ON DIM TRACK ROAD OUT ACROSS
 SV1451'PASTURE LAND TO A GAP IN FENCELINE AT A FENCE CORNER.  TURN
 SV1451'LEFT, NORTH, AND FOLLOW DIM TRACKS ALONG THE EAST SIDE OF FENCE
 SV1451'FOR 0.15 MILE TO STATION.
 SV1451'
 SV1451'THE STATION AND UNDERGROUND MARK, STAMPED IDA 90-84 1958,
 SV1451'ARE TRAVERSE DISKS SET IN CONCRETE POST PROJECTING 4 INCHES,
 SV1451'8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN AND ABOUT 400
 SV1451'FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 10.
 SV1451'
 SV1451'REFERENCE MARK NO. 1, STAMPED IDA 90-84 NO 1 1958, IS A
 SV1451'STANDARD DISK SET IN THE TOP OF A 4 INCH PIPE FILLED WITH CONCRETE
 SV1451'PROJECTING 5 INCHES, 20 FEET NORTH OF A LARGE PINE TREE AND
 SV1451'1 FOOT WEST OF A FENCE LINE.
 SV1451'
 SV1451'REFERENCE MARK NO. 2, STAMPED IDA 90-84 NO 2 1958, IS A
 SV1451'STANDARD DISK SET IN THE TOP OF A 6 INCH PIPE FILLED WITH CONCRETE
 SV1451'PROJECTING 3 INCHES, 50 FEET SOUTH OF THE CENTERLINE OF U.S.
 SV1451'HIGHWAY 10 AND 2 FEET SOUTH OF A RIGHT-OF-WAY FENCE.
 SV1451
 SV1451                          STATION RECOVERY (1965)
 SV1451
 SV1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (IWP)
 SV1451'STATION DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1450 ***********************************************************************
 SV1450  DESIGNATION -  IDA 90 85
 SV1450  PID         -  SV1450
 SV1450  STATE/COUNTY-  ID/SHOSHONE
 SV1450  USGS QUAD   -  CATALDO (1996)
 SV1450
 SV1450                         *CURRENT SURVEY CONTROL
 SV1450  ___________________________________________________________________
 SV1450* NAD 83(1992)-  47 33 08.61091(N)    116 17 47.42868(W)     ADJUSTED  
 SV1450* NAVD 88     -       717.8    (meters)    2355.     (feet)  VERTCON   
 SV1450  ___________________________________________________________________
 SV1450  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 SV1450  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 SV1450
 SV1450  HORZ ORDER  -  SECOND
 SV1450
 SV1450.The horizontal coordinates were established by classical geodetic methods
 SV1450.and adjusted by the National Geodetic Survey in July 1992..
 SV1450
 SV1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1450
 SV1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1450
 SV1450.The geoid height was determined by GEOID03.
 SV1450
 SV1450;                    North         East     Units Scale Factor Converg.
 SV1450;SPC ID W     -   654,147.477   758,867.918   MT  0.99995412   -0 24 11.8
 SV1450;UTM  11      - 5,266,792.172   552,929.550   MT  0.99963443   +0 31 08.8
 SV1450
 SV1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1450!SPC ID W     -   0.99989016  x   0.99995412  =   0.99984428
 SV1450!UTM  11      -   0.99989016  x   0.99963443  =   0.99952463
 SV1450
 SV1450:                Primary Azimuth Mark                     Grid Az
 SV1450:SPC ID W     -  IDA 90 85 AZ MK                          098 17 56.4
 SV1450:UTM  11      -  IDA 90 85 AZ MK                          097 22 35.8
 SV1450
 SV1450|---------------------------------------------------------------------|
 SV1450| PID    Reference Object                     Distance      Geod. Az  |
 SV1450|                                                           dddmmss.s |
 SV1450| CH6770 IDA 90 85 AZ MK                                    0975344.6 |
 SV1450| CH6771 IDA 90 85 RM 1                        5.883 METERS 14623     |
 SV1450| CH6772 IDA 90 85 RM 2                        6.968 METERS 26136     |
 SV1450|---------------------------------------------------------------------|
 SV1450
 SV1450                          SUPERSEDED SURVEY CONTROL
 SV1450
 SV1450  NAD 83(1986)-  47 33 08.61432(N)    116 17 47.42050(W) AD(       ) 2
 SV1450  NAD 27      -  47 33 08.90308(N)    116 17 43.81109(W) AD(       ) 2
 SV1450  NGVD 29 (07/19/86)  716.7    (m)         2351.     (f) VERT ANG       
 SV1450
 SV1450.Superseded values are not recommended for survey control.
 SV1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1450.See file dsdata.txt to determine how the superseded data were derived.
 SV1450
 SV1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5293066792(NAD 83)
 SV1450_MARKER: Z = SEE DESCRIPTION
 SV1450_SETTING: 0 = UNSPECIFIED SETTING
 SV1450
 SV1450  HISTORY     - Date     Condition        Report By
 SV1450  HISTORY     - 1958     MONUMENTED       CGS
 SV1450
 SV1450                          STATION DESCRIPTION
 SV1450
 SV1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1450'THE STATION IS ABOUT 9.0 MILES WEST ALONG U.S. HIGHWAY 10 FROM
 SV1450'KELLOGG, 2.0 MILES EAST OF CATALDO ON THE SOUTH SLOPE OF A
 SV1450'BALD GRASSY RIDGE ABOUT 1/4 MILE NORTH OF THE PRESENT HIGHWAY,
 SV1450'IN A FENCED IN AREA ABOUT 100 YARDS NORTHWEST OF THE RESIDENCE OF
 SV1450'MR. MART MITCHELL WHICH IS ONE OF 3 OR 4 HOUSES IN THE IMMEDIATE
 SV1450'VICINITY.
 SV1450'
 SV1450'TO REACH FROM THE POST OFFICE AT KINGSTON GO WEST 1 BLOCK TO A
 SV1450'T INTERSECTION.  TURN LEFT, SOUTH, ON PAVED ROAD AND GO 0.3
 SV1450'MILE TO THE PRESENT HIGHWAY 10.  TURN RIGHT, EAST, ON U.S.
 SV1450'HIGHWAY 10 AND GO FOR 1.1 MILE TO A SIDE ROAD ON THE RIGHT AT
 SV1450'A GROUP OF PINE TREES.  TURN RIGHT, SOUTH, AND FOLLOW ALONG
 SV1450'PAVED AND GRAVEL ROAD FOR 0.3 MILE TO A HOUSE OWNED BY MR. MART
 SV1450'MITCHELL.  TURN LEFT AT THE MITCHELL RESIDENCE AND FOLLOW DIM
 SV1450'TRACK ROAD THROUGH SCATTERED TREES AND ONTO GRASSY SLOPE FOR
 SV1450'0.05 MILE TO STATION.
 SV1450'
 SV1450'THE STATION AND UNDERGROUND MARK, STAMPED IDA 90-85 1958, ARE
 SV1450'STANDARD TRAVERSE DISKS SET IN A 6 INCH PIPE FILLED WITH
 SV1450'CONCRETE PROJECTING 6 INCHES.  THE STATION IS ABOUT 300 FEET
 SV1450'NORTH OF A HOUSE WITH A GREEN ROOF AND ON THE SOUTH SLOPE OF A
 SV1450'GRASSY RIDGE.
 SV1450'
 SV1450'REFERENCE MARK NO. 1, STAMPED IDA 90-85 NO 1 1958, IS A STANDARD
 SV1450'DISK SET IN THE TOP OF A 4 INCH PIPE FILLED WITH CONCRETE PROJECTING
 SV1450'ABOUT 2 INCHES AND ABOUT 4 FEET LOWER THAN THE STATION.
 SV1450'
 SV1450'REFERENCE MARK NO. 2, STAMPED IDA 90-85 NO 2 1958, IS A STANDARD
 SV1450'DISK SET IN THE TOP OF A 4 INCH PIPE FILLED WITH CONCRETE
 SV1450'PROJECTING 1 INCH AND ABOUT 1 FOOT LOWER THAN THE STATION.
 SV1450'
 SV1450'THE AZIMUTH MARK IS 2-1/2 MILES EAST-NORTHEAST OF THE STATION
 SV1450'AND 0.3 MILE EASTERLY ALONG ABANDONED U.S. HIGHWAY 10 FROM THE
 SV1450'POST OFFICE AT KINGSTON.  THE MARK IS A STANDARD AZIMUTH DISK,
 SV1450'STAMPED IDA 90-85 1958, AND IS SET IN THE TOP OF A CYLINDRICAL
 SV1450'CONCRETE POST PROJECTING 4 INCHES AND 9 FEET NORTHWEST OF A
 SV1450'METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1433 ***********************************************************************
 SV1433  DESIGNATION -  IDA 90 86
 SV1433  PID         -  SV1433
 SV1433  STATE/COUNTY-  ID/SHOSHONE
 SV1433  USGS QUAD   -  KELLOGG WEST (1996)
 SV1433
 SV1433                         *CURRENT SURVEY CONTROL
 SV1433  ___________________________________________________________________
 SV1433* NAD 83(1992)-  47 32 43.97019(N)    116 14 25.47166(W)     ADJUSTED  
 SV1433* NAVD 88     -       803.2    (meters)    2635.     (feet)  VERTCON   
 SV1433  ___________________________________________________________________
 SV1433  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 SV1433  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 SV1433
 SV1433  HORZ ORDER  -  SECOND
 SV1433
 SV1433.The horizontal coordinates were established by classical geodetic methods
 SV1433.and adjusted by the National Geodetic Survey in July 1992..
 SV1433
 SV1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1433
 SV1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1433
 SV1433.The geoid height was determined by GEOID03.
 SV1433
 SV1433;                    North         East     Units Scale Factor Converg.
 SV1433;SPC ID W     -   653,358.340   763,085.321   MT  0.99995007   -0 21 42.6
 SV1433;UTM  11      - 5,266,071.252   557,157.777   MT  0.99964015   +0 33 37.6
 SV1433
 SV1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1433!SPC ID W     -   0.99987676  x   0.99995007  =   0.99982684
 SV1433!UTM  11      -   0.99987676  x   0.99964015  =   0.99951696
 SV1433
 SV1433:                Primary Azimuth Mark                     Grid Az
 SV1433:SPC ID W     -  PINE RESET                               088 31 23.5
 SV1433:UTM  11      -  PINE RESET                               087 36 03.3
 SV1433
 SV1433|---------------------------------------------------------------------|
 SV1433| PID    Reference Object                     Distance      Geod. Az  |
 SV1433|                                                           dddmmss.s |
 SV1433| SV1434 PINE RESET                          APPROX. 1.2 KM 0880940.9 |
 SV1433| CH6773 IDA 90 86 RM 1                        7.190 METERS 12600     |
 SV1433| CH6774 IDA 90 86 RM 2                        6.297 METERS 22118     |
 SV1433|---------------------------------------------------------------------|
 SV1433
 SV1433                          SUPERSEDED SURVEY CONTROL
 SV1433
 SV1433  NAD 83(1986)-  47 32 43.97359(N)    116 14 25.46344(W) AD(       ) 2
 SV1433  NAD 27      -  47 32 44.25816(N)    116 14 21.85990(W) AD(       ) 2
 SV1433  NGVD 29 (07/19/86)  802.1    (m)         2632.     (f) VERT ANG       
 SV1433
 SV1433.Superseded values are not recommended for survey control.
 SV1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1433.See file dsdata.txt to determine how the superseded data were derived.
 SV1433
 SV1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN5715866071(NAD 83)
 SV1433_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1433_SETTING: 80 = SET IN A BOULDER
 SV1433_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SV1433
 SV1433  HISTORY     - Date     Condition        Report By
 SV1433  HISTORY     - 1958     MONUMENTED       CGS
 SV1433
 SV1433                          STATION DESCRIPTION
 SV1433
 SV1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1433'THE STATION IS 1.5 MILES EAST OF KINGSTON, 1 MILE SOUTH OF
 SV1433'ENAVILLE AND 0.25 MILE NORTH OF U.S. HIGHWAY 10 ON THE SOUTHEAST
 SV1433'PORTION OF A TIMBERED RIDGE THAT LIES BETWEEN THE COEUR D ALENE
 SV1433'RIVER AND U.S. HIGHWAY 10, ABOUT 75 YARDS BELOW AND SOUTH OF A
 SV1433'BARREN GRASSY KNOLL 25 AND 20 FEET RESPECTIVELY NORTH AND WEST
 SV1433'OF TWO 15-INCH PINE TREES WITH TRIANGULAR BLAZES FACING THE
 SV1433'STATION.
 SV1433'
 SV1433'TO REACH THE STATION FROM KINGSTON GO SOUTH FOR 0.05 MILE THENCE
 SV1433'EAST FOR 50 YARDS THENCE BACK NORTH FOR 0.1 MILE TO A Y FORK,
 SV1433'CONTINUE NORTH FOR ABOUT 30 YARDS TO A TURN AROUND.  TAKE THE
 SV1433'UPPER ROAD SOUTHEAST FOR 0.9 MILE TO SLIGHT SADDLE AND FORKS,
 SV1433'KEEP THE RIGHT FORK, EAST, FOR 0.4 MILE TO THE SUMMIT AND A
 SV1433'RADIO BOOSTER STATION.  PASS TO THE NORTH SIDE OF THE BUILDING
 SV1433'AND FOLLOW DOWN THE CREST OF THE RIDGE ALONG A DIM TRACK ROAD
 SV1433'FOR 0.6 MILE TO THE STATION SITE.  A 4-WHEEL DRIVE VEHICLE IS
 SV1433'NEEDED FOR THE LAST 0.6 MILE.
 SV1433'
 SV1433'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN A DRILL
 SV1433'HOLE IN CEMENT IN A BOULDER, 12 INCHES BELOW THE SURFACE AND
 SV1433'STAMPED IDA 90-86 1958.
 SV1433'
 SV1433'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN CONCRETE IN
 SV1433'4-INCH SOIL PIPES PROJECTING 6 INCHES AND STAMPED IDA 90-86
 SV1433'1958 NO 1 AND NO 2 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0176 ***********************************************************************
 SV0176  DESIGNATION -  IDA 90 87
 SV0176  PID         -  SV0176
 SV0176  STATE/COUNTY-  ID/SHOSHONE
 SV0176  USGS QUAD   -  KELLOGG WEST (1996)
 SV0176
 SV0176                         *CURRENT SURVEY CONTROL
 SV0176  ___________________________________________________________________
 SV0176* NAD 83(1986)-  47 32 55.     (N)    116 09 40.     (W)     SCALED    
 SV0176* NAVD 88     -       691.328  (meters)    2268.13   (feet)  ADJUSTED  
 SV0176  ___________________________________________________________________
 SV0176  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 SV0176  DYNAMIC HT  -         691.311 (meters)    2268.08  (feet)  COMP
 SV0176  MODELED GRAV-     980,566.2   (mgal)                       NAVD 88
 SV0176
 SV0176  VERT ORDER  -  SECOND    CLASS 0
 SV0176
 SV0176.The horizontal coordinates were scaled from a topographic map and have
 SV0176.an estimated accuracy of +/- 6 seconds.
 SV0176
 SV0176.The orthometric height was determined by differential leveling
 SV0176.and adjusted by the National Geodetic Survey in June 1991..
 SV0176
 SV0176.The geoid height was determined by GEOID03.
 SV0176
 SV0176.The dynamic height is computed by dividing the NAVD 88
 SV0176.geopotential number by the normal gravity value computed on the
 SV0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0176.degrees latitude (g = 980.6199 gals.).
 SV0176
 SV0176.The modeled gravity was interpolated from observed gravity values.
 SV0176
 SV0176;                    North         East    Units  Estimated Accuracy
 SV0176;SPC ID W     -   653,660.      769,060.      MT  (+/- 180 meters Scaled)
 SV0176
 SV0176                          SUPERSEDED SURVEY CONTROL
 SV0176
 SV0176  NGVD 29 (??/??/92)  690.178  (m)         2264.36   (f) ADJ UNCH    2 0
 SV0176
 SV0176.Superseded values are not recommended for survey control.
 SV0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0176.See file dsdata.txt to determine how the superseded data were derived.
 SV0176
 SV0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN631664(NAD 83)
 SV0176_MARKER: DE = TRAVERSE STATION DISK
 SV0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0176_STAMPING: IDA 90-87 1958
 SV0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0176+STABILITY: SURFACE MOTION
 SV0176
 SV0176  HISTORY     - Date     Condition        Report By
 SV0176  HISTORY     - 1958     MONUMENTED       CGS
 SV0176
 SV0176                          STATION DESCRIPTION
 SV0176
 SV0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0176'3.0 MI W FROM KELLOGG.
 SV0176'2.5 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE WEST STOP LIGHT IN
 SV0176'KELLOGG TO THE ENTRANCE TO A DRIVE-IN THEATRE, THENCE NORTH 0.3 MILE,
 SV0176'THENCE 0.2 MILE.  66.59 FEET SOUTHEAST OF R.M. 2, 21.05 FEET SOUTHWEST
 SV0176'OF R.M. 1, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1435 ***********************************************************************
 SV1435  DESIGNATION -  IDA 90 87
 SV1435  PID         -  SV1435
 SV1435  STATE/COUNTY-  ID/SHOSHONE
 SV1435  USGS QUAD   -  KELLOGG WEST (1996)
 SV1435
 SV1435                         *CURRENT SURVEY CONTROL
 SV1435  ___________________________________________________________________
 SV1435* NAD 83(1992)-  47 32 54.98681(N)    116 09 39.54103(W)     ADJUSTED  
 SV1435* NAVD 88     -       691.30   (+/-2cm)    2268.0    (feet)  VERTCON   
 SV1435  ___________________________________________________________________
 SV1435  LAPLACE CORR-           6.77  (seconds)                    DEFLEC99
 SV1435  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 SV1435
 SV1435  HORZ ORDER  -  SECOND
 SV1435  VERT ORDER  -  THIRD ? (See Below)
 SV1435
 SV1435.The horizontal coordinates were established by classical geodetic methods
 SV1435.and adjusted by the National Geodetic Survey in July 1992..
 SV1435
 SV1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1435.The vertical order pertains to the NGVD 29 superseded value.
 SV1435
 SV1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1435
 SV1435.The geoid height was determined by GEOID03.
 SV1435
 SV1435;                    North         East     Units Scale Factor Converg.
 SV1435;SPC ID W     -   653,663.852   769,065.705   MT  0.99994509   -0 18 11.7
 SV1435;UTM  11      - 5,266,472.867   563,130.658   MT  0.99964898   +0 37 08.7
 SV1435
 SV1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1435!SPC ID W     -   0.99989428  x   0.99994509  =   0.99983937
 SV1435!UTM  11      -   0.99989428  x   0.99964898  =   0.99954329
 SV1435
 SV1435|---------------------------------------------------------------------|
 SV1435| PID    Reference Object                     Distance      Geod. Az  |
 SV1435|                                                           dddmmss.s |
 SV1435| SV0177 IDA 90 87 RM 1                        6.415 METERS 03020     |
 SV1435| SV0172 P 167                               APPROX. 0.6 KM 2315744.2 |
 SV1435| SV1441 IDA 90 87 AZ MK 2                   APPROX. 1.1 KM 2685236.2 |
 SV1435| CH6775 IDA 90 87 AZ MK                                    2722305.5 |
 SV1435| SV0175 IDA 90 87 RM 2                       20.335 METERS 30247     |
 SV1435|---------------------------------------------------------------------|
 SV1435
 SV1435                          SUPERSEDED SURVEY CONTROL
 SV1435
 SV1435  NAD 83(1986)-  47 32 54.99046(N)    116 09 39.53328(W) AD(       ) 2
 SV1435  NAD 27      -  47 32 55.26860(N)    116 09 35.94733(W) AD(       ) 2
 SV1435  NGVD 29 (07/19/86)  690.18   (m)         2264.4    (f) LEVELING    3  
 SV1435
 SV1435.Superseded values are not recommended for survey control.
 SV1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1435.See file dsdata.txt to determine how the superseded data were derived.
 SV1435
 SV1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6313166473(NAD 83)
 SV1435_MARKER: DS = TRIANGULATION STATION DISK
 SV1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1435
 SV1435  HISTORY     - Date     Condition        Report By
 SV1435  HISTORY     - 1958     MONUMENTED       CGS
 SV1435  HISTORY     - 1977     GOOD             NGS
 SV1435
 SV1435                          STATION DESCRIPTION
 SV1435
 SV1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1435'THE STATION IS 2 MILES WEST OF KELLOGG, 1 MILE NORTHEAST OF
 SV1435'SMELTERVILLE, 300 YARDS NORTH OF U.S. HIGHWAY 10 AND 100 YARDS
 SV1435'NORTH OF THE COEUR D ALENE RIVER WHERE IT PASSES AROUND A LOW
 SV1435'POINT OF THE RIDGE.  IT IS ABOUT 50 FEET ABOVE THE RIVER BOTTOM
 SV1435'LAND AT A POINT WHERE THE ROADWAY IS GRADED TO PASS OVER
 SV1435'SOME EXPOSED ROCKS AND THROUGH THE BEDROCK.
 SV1435'
 SV1435'TO REACH FROM THE INTERSECTION OF DIVISION STREET AND U.S.
 SV1435'HIGHWAY 10 IN KELLOGG GO WESTERLY ON U.S. HIGHWAY 10 FOR 2.1
 SV1435'MILES TO A ROAD RIGHT AT THE ENTRANCE TO THE SMELTERVILLE
 SV1435'DRIVE-IN THEATRE, TURN RIGHT, NORTH, AND JUST AFTER CROSSING
 SV1435'THE RIVER BRIDGE KEEP THE RIGHT FORK AND FOLLOW THE ROAD TO
 SV1435'THE LEFT OF THE DUMP GROUNDS FOR 0.3 MILE TO A FORK, KEEP
 SV1435'THE LEFT FORK UP ONTO THE BASE OF THE RIDGE ABOVE THE RIVER
 SV1435'BOTTOM AND CONTINUE EASTERLY FOR 0.2 MILE TO THE STATION
 SV1435'ON THE RIGHT JUST AFTER PASSING OVER THE CREST OF THE LOW
 SV1435'RIDGE.
 SV1435'
 SV1435'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN A SQUARE
 SV1435'CONCRETE POST, 12 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 SV1435'AND 10 FEET NORTH OF HE TOP OF THE BANK ABOVE A DEEP CUT
 SV1435'AROUND THE TOE OF THE RIDGE.  THE POST IS SET FLUSH WITH THE
 SV1435'GROUND AND STAMPED IDA 90-87 1958.
 SV1435'
 SV1435'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 SV1435'POST, 7 FEET NORTH OF THE CENTER LINE OF THE ROAD PROJECTING
 SV1435'3 INCHES AND STAMPED IDA 90-87 NO 1 1958.
 SV1435'
 SV1435'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 SV1435'HOLE IN BEDROCK, 11 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 SV1435'AND 2 FEET NORTH OF THE EMBANKMENT.  IT IS STAMPED IDA 90-87
 SV1435'NO 2 1958.
 SV1435'
 SV1435'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 SV1435'POST PROJECTING 4 INCHES AND STAMPED IDA 90-87 1958.  IT IS
 SV1435'0.25 MILE WEST OF THE ENTRANCE TO THE THEATRE, 50 FEET SOUTH
 SV1435'OF THE TOE OF THE RIDGE, 25 FEET WEST OF A LARGE POWER POLE
 SV1435'WITH THREE SUPPORT POLES AROUND ITS BASE AND 20 FEET NORTH OF
 SV1435'THE CENTER LINE OF THE ROAD.
 SV1435'
 SV1435'BENCH MARK P-167 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 SV1435'TOP AND EAST END OF A CONCRETE BOX CULVERT ALONG THE OLD ALIGNMENT
 SV1435'OF U.S. HIGHWAY 10, 0.05 MILE WEST OF THE INTERSECTION OF THE
 SV1435'ROAD LEADING TO THE BUNKER HILL SMELTER AND MILL.  IT IS
 SV1435'STAMPED P-167 1935.
 SV1435
 SV1435                          STATION RECOVERY (1977)
 SV1435
 SV1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 SV1435'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 SV1435'AZIMUTH MARK WAS FOUND PUSHED OVER AND THE DISK WAS REMOVED FROM THE
 SV1435'CONCRETE POST.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 SV1435'
 SV1435'THE STATION IS ABOUT 1 MILE NORTH OF SMELTERVILLE, 100 YARDS NORTH
 SV1435'OF INTERSTATE HIGHWAY 90, ON THE TOP OF A CUT ON THE TOE OF A RIDGE
 SV1435'AT THE EAST SIDE OF A CLEARED AREA.  STATION IS ABOUT 50 FEET NORTH
 SV1435'OF AND 30 FEET HIGHER THAN THE COUER DALENE RIVER.
 SV1435'
 SV1435'TO REACH FROM THE CENTER OF THE OVERPASS AT EXIT NO. 48 ON
 SV1435'INTERSTATE HIGHWAY 90 AT SMELTERVILLE, GO NORTH AND NORTHEAST ON THE
 SV1435'BLACKTOP ROAD FOR 0.15 MILE TO THE NORTHEAST END OF THE BRIDGE OVER
 SV1435'THE SOUTH FORK OF THE COEUR DALENE RIVER AND THE AZIMUTH MARK ON
 SV1435'THE RIGHT, FOLLOW THE ROAD EASTERLY ALONG THE NORTH SIDE OF THE
 SV1435'RIVER FOR 0.5 MILE TO A FORK, KEEP LEFT, GO 0.05 MILE TO THE POINT
 SV1435'WHERE THE ROAD ENTERS THE BRUSH AT THE NORTHEAST SIDE OF THE
 SV1435'LARGE, FLAT CLEARING.  FOLLOW THE OLD ROAD SOUTHEAST 0.1 MILE
 SV1435'TO A FORK, KEEP LEFT, UPHILL ON THE OLD ROAD ALONG THE SIDE HILL
 SV1435'FOR 0.05 MILE TO POINT WHERE THE ROAD CROSSES THE SUMMIT OF THE
 SV1435'TOE OF THE RIDGE AND STARTS DOWNHILL.  CONTINUE 25 YARDS TO THE
 SV1435'STATION ON THE RIGHT.
 SV1435'
 SV1435'THE STATION MARK, STAMPED IDA 90 87 1958, IS A STANDARD DISK SET IN
 SV1435'A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 11 FEET SOUTH
 SV1435'OF THE CENTER OF THE OLD ROAD, 10 FEET NORTH OF THE STEEP BANK AT
 SV1435'THE EDGE OF THE RIVER AND 7.5 FEET NORTH-NORTHWEST OF A LONE,
 SV1435'4-INCH PINE TREE.
 SV1435'
 SV1435'REFERENCE MARK NO. 1, STAMPED IDA 90 87 NO 1 1958, IS A STANDARD
 SV1435'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND AND APPEARS
 SV1435'TO BE TILTED TO THE SOUTHEAST, BUT THE DISTANCE TO MARK CHECKS THE
 SV1435'1958 WORK.  MARK IS 7 FEET NORTH OF AND 1 FOOT HIGHER THAN THE
 SV1435'CENTER OF THE OLD ROAD.
 SV1435'
 SV1435'REFERENCE MARK NO. 2, STAMPED IDA 90 87 NO 2 1958, IS A STANDARD
 SV1435'DISK SET IN AN UNSTABLE-LOOKING BOULDER AND THE DISTANCE MEASURES
 SV1435'.038 METER LONGER THAN THE 1958 MEASUREMENT BUT THE ANGLE SHOWS
 SV1435'ONLY ONE MINUTE, 30 SECONDS DIFFERENCE.  THE MARK IS 10.5 FEET
 SV1435'SOUTHWEST OF AND 2 FEET LOWER THAN THE CENTER OF THE ROAD, AT THE
 SV1435'POINT WHERE THE ROAD STARTS DOWNHILL AT THE SOUTHEAST EDGE OF THE
 SV1435'SUMMIT AND 1 FOOT NORTHEAST OF A GROUP OF BIRCH TREES GROWING
 SV1435'FROM ONE STUMP.
 SV1435'
 SV1435'THE AZIMUTH MARK IS A STATE OF IDAHO DEPT OF PUBLIC WORKS DISK,
 SV1435'STAMPED 90-87 AZIMUTH MARK, WITH A CHISELED ARROW POINTING TOWARD
 SV1435'THE STATION.  THE MARK IS SET IN THE SOUTHEAST CORNER OF THE
 SV1435'NORTHEAST END OF THE CONCRETE BRIDGE OVER THE SOUTH FORK OF THE
 SV1435'COEUR DALENE RIVER WHICH IS ABOUT 200 YARDS NORTH OF INTERCHANGE
 SV1435'NO.  48 AT SMELTERVILLE ON INTERSTATE HIGHWAY 90.  MARK IS ON THE
 SV1435'NARROW, 1-FOOT HIGH CONCRETE BENCH AT THE BOTTOM OF THE BRIDGE
 SV1435'RAILING, 16 FEET SOUTHEAST OF AND ONE FOOT HIGHER THAN THE CENTER
 SV1435'OF THE ROADWAY.
 SV1435'
 SV1435'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST OF
 SV1435'KELLOGG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0174 ***********************************************************************
 SV0174  DESIGNATION -  IDA 90 87 AZ MK
 SV0174  PID         -  SV0174
 SV0174  STATE/COUNTY-  ID/SHOSHONE
 SV0174  USGS QUAD   -  KELLOGG WEST (1996)
 SV0174
 SV0174                         *CURRENT SURVEY CONTROL
 SV0174  ___________________________________________________________________
 SV0174* NAD 83(1986)-  47 32 54.     (N)    116 10 17.     (W)     SCALED    
 SV0174* NAVD 88     -       681.028  (meters)    2234.34   (feet)  ADJUSTED  
 SV0174  ___________________________________________________________________
 SV0174  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 SV0174  DYNAMIC HT  -         681.025 (meters)    2234.33  (feet)  COMP
 SV0174  MODELED GRAV-     980,587.1   (mgal)                       NAVD 88
 SV0174
 SV0174  VERT ORDER  -  SECOND    CLASS 0
 SV0174
 SV0174.The horizontal coordinates were scaled from a topographic map and have
 SV0174.an estimated accuracy of +/- 6 seconds.
 SV0174
 SV0174.The orthometric height was determined by differential leveling
 SV0174.and adjusted by the National Geodetic Survey in June 1991..
 SV0174
 SV0174.The geoid height was determined by GEOID03.
 SV0174
 SV0174.The dynamic height is computed by dividing the NAVD 88
 SV0174.geopotential number by the normal gravity value computed on the
 SV0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0174.degrees latitude (g = 980.6199 gals.).
 SV0174
 SV0174.The modeled gravity was interpolated from observed gravity values.
 SV0174
 SV0174;                    North         East    Units  Estimated Accuracy
 SV0174;SPC ID W     -   653,640.      768,280.      MT  (+/- 180 meters Scaled)
 SV0174
 SV0174                          SUPERSEDED SURVEY CONTROL
 SV0174
 SV0174  NGVD 29 (??/??/92)  679.891  (m)         2230.61   (f) ADJ UNCH    2 0
 SV0174
 SV0174.Superseded values are not recommended for survey control.
 SV0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0174.See file dsdata.txt to determine how the superseded data were derived.
 SV0174
 SV0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN623664(NAD 83)
 SV0174_MARKER: DZ = AZIMUTH MARK DISK
 SV0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0174_STAMPING: IDA 90-87 1958
 SV0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0174+STABILITY: SURFACE MOTION
 SV0174
 SV0174  HISTORY     - Date     Condition        Report By
 SV0174  HISTORY     - 1958     MONUMENTED       CGS
 SV0174
 SV0174                          STATION DESCRIPTION
 SV0174
 SV0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0174'3 MI W FROM KELLOGG.
 SV0174'2.5 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE INTERSECTION WITH
 SV0174'DIVISION STREET IN KELLOGG TO THE DRIVE-IN THEATRE, THENCE THE MARK IS
 SV0174'0.25 MILE WEST, 50 FEET SOUTH OF THE TOE OF THE RIDGE, 25 FEET WEST
 SV0174'FROM A LARGE POWER LINE POLE WITH 3 SUPPORT POLES ABOUT ITS BASE, 20
 SV0174'FEET NORTH FROM THE CENTER LINE OF A ROAD, SET IN A SQUARE CONCRETE
 SV0174'POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1441 ***********************************************************************
 SV1441  DESIGNATION -  IDA 90 87 AZ MK 2
 SV1441  PID         -  SV1441
 SV1441  STATE/COUNTY-  ID/SHOSHONE
 SV1441  USGS QUAD   -  KELLOGG WEST (1996)
 SV1441
 SV1441                         *CURRENT SURVEY CONTROL
 SV1441  ___________________________________________________________________
 SV1441* NAD 83(1992)-  47 32 54.31191(N)    116 10 30.14764(W)     ADJUSTED  
 SV1441* NAVD 88     -       682.2    (meters)    2238.     (feet)  VERTCON   
 SV1441  ___________________________________________________________________
 SV1441  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 SV1441  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 SV1441
 SV1441  HORZ ORDER  -  THIRD
 SV1441
 SV1441.The horizontal coordinates were established by classical geodetic methods
 SV1441.and adjusted by the National Geodetic Survey in July 1992..
 SV1441.No horizontal observational check was made to the station.
 SV1441
 SV1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1441
 SV1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1441
 SV1441.The geoid height was determined by GEOID03.
 SV1441
 SV1441;                    North         East     Units Scale Factor Converg.
 SV1441;SPC ID W     -   653,648.706   768,007.508   MT  0.99994591   -0 18 49.0
 SV1441;UTM  11      - 5,266,440.699   562,073.157   MT  0.99964735   +0 36 31.4
 SV1441
 SV1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1441!SPC ID W     -   0.99989571  x   0.99994591  =   0.99984162
 SV1441!UTM  11      -   0.99989571  x   0.99964735  =   0.99954309
 SV1441
 SV1441:                Primary Azimuth Mark                     Grid Az
 SV1441:SPC ID W     -  IDA 90 87                                089 10 47.9
 SV1441:UTM  11      -  IDA 90 87                                088 15 27.5
 SV1441
 SV1441|---------------------------------------------------------------------|
 SV1441| PID    Reference Object                     Distance      Geod. Az  |
 SV1441|                                                           dddmmss.s |
 SV1441| SV1435 IDA 90 87                           APPROX. 1.1 KM 0885158.9 |
 SV1441|---------------------------------------------------------------------|
 SV1441
 SV1441                          SUPERSEDED SURVEY CONTROL
 SV1441
 SV1441  NAD 83(1986)-  47 32 54.31551(N)    116 10 30.13990(W) AD(       ) 3
 SV1441  NAD 27      -  47 32 54.59479(N)    116 10 26.55134(W) AD(       ) 3
 SV1441  NGVD 29 (07/19/86)  681.1    (m)         2235.     (f) VERT ANG       
 SV1441
 SV1441.Superseded values are not recommended for survey control.
 SV1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1441.See file dsdata.txt to determine how the superseded data were derived.
 SV1441
 SV1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6207366441(NAD 83)
 SV1441_MARKER: DD = SURVEY DISK
 SV1441_SETTING: 0 = UNSPECIFIED SETTING
 SV1441
 SV1441  HISTORY     - Date     Condition        Report By
 SV1441  HISTORY     - 1977     MONUMENTED       IDPWD
 SV1441
 SV1441                          STATION DESCRIPTION
 SV1441
 SV1441'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1977 (CLN)
 SV1441'STATION WAS ESTABLISHED TO REPLACE THE AZIMUTH MARK WHICH HAS BEEN
 SV1441'DESTROYED AND TO ASSIST IN OBTAINING POSITIONS OF THE STACKS LISTED
 SV1441'ABOVE.
 SV1441'
 SV1441'THE STATION IS ABOUT 2 MILES WEST OF KELLOGG, 1 MILE NORTHWEST OF
 SV1441'SMELTERVILLE, 200 YARDS NORTH OF INTERCHANGE NO. 48 AT SMELTERVILLE
 SV1441'ON INTERSTATE HIGHWAY 90 AND AT THE NORTHEAST END OF THE CONCRETE
 SV1441'BRIDGE OVER THE SOUTH FORK OF THE COEUR DALENE RIVER.
 SV1441'
 SV1441'TO REACH FROM THE CENTER OF THE OVERPASS AT EXIT NO. 48 ON I-90 AT
 SV1441'SMELTERVILLE, GO NORTH AND NORTHEAST ON THE BLACKTOP ROAD FOR 0.15
 SV1441'MILE TO THE NORTHEAST END OF THE BRIDGE AND THE MARK ON THE RIGHT.
 SV1441'
 SV1441'THE STATION MARK IS A STATE OF IDAHO DEPT OF PUBLIC WORKS DISK,
 SV1441'STAMPED 90-87 AZIMUTH MARK, WITH A CHISELED ARROW POINTING TOWARD
 SV1441'STATION IDA 90 87.  THE MARK IS ON THE NARROW, 1-FOOT HIGH BENCH AT
 SV1441'THE BOTTOM OF THE BRIDGE RAILING, 16 FEET SOUTHEAST OF AND ONE
 SV1441'FOOT HIGHER THAN THE CENTER OF THE ROADWAY.
 SV1441'
 SV1441'NEAREST TOWN--KELLOGG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0177 ***********************************************************************
 SV0177  DESIGNATION -  IDA 90 87 RM 1
 SV0177  PID         -  SV0177
 SV0177  STATE/COUNTY-  ID/SHOSHONE
 SV0177  USGS QUAD   -  KELLOGG WEST (1996)
 SV0177
 SV0177                         *CURRENT SURVEY CONTROL
 SV0177  ___________________________________________________________________
 SV0177* NAD 83(1986)-  47 32 55.     (N)    116 09 40.     (W)     SCALED    
 SV0177* NAVD 88     -       691.668  (meters)    2269.25   (feet)  ADJUSTED  
 SV0177  ___________________________________________________________________
 SV0177  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 SV0177  DYNAMIC HT  -         691.651 (meters)    2269.19  (feet)  COMP
 SV0177  MODELED GRAV-     980,566.2   (mgal)                       NAVD 88
 SV0177
 SV0177  VERT ORDER  -  SECOND    CLASS 0
 SV0177
 SV0177.The horizontal coordinates were scaled from a topographic map and have
 SV0177.an estimated accuracy of +/- 6 seconds.
 SV0177
 SV0177.The orthometric height was determined by differential leveling
 SV0177.and adjusted by the National Geodetic Survey in June 1991..
 SV0177
 SV0177.The geoid height was determined by GEOID03.
 SV0177
 SV0177.The dynamic height is computed by dividing the NAVD 88
 SV0177.geopotential number by the normal gravity value computed on the
 SV0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0177.degrees latitude (g = 980.6199 gals.).
 SV0177
 SV0177.The modeled gravity was interpolated from observed gravity values.
 SV0177
 SV0177;                    North         East    Units  Estimated Accuracy
 SV0177;SPC ID W     -   653,660.      769,060.      MT  (+/- 180 meters Scaled)
 SV0177
 SV0177                          SUPERSEDED SURVEY CONTROL
 SV0177
 SV0177  NGVD 29 (??/??/92)  690.517  (m)         2265.47   (f) ADJ UNCH    2 0
 SV0177
 SV0177.Superseded values are not recommended for survey control.
 SV0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0177.See file dsdata.txt to determine how the superseded data were derived.
 SV0177
 SV0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN631664(NAD 83)
 SV0177_MARKER: DR = REFERENCE MARK DISK
 SV0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0177_STAMPING: IDA 90-87 NO 1 1958
 SV0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0177+STABILITY: SURFACE MOTION
 SV0177
 SV0177  HISTORY     - Date     Condition        Report By
 SV0177  HISTORY     - 1958     MONUMENTED       CGS
 SV0177
 SV0177                          STATION DESCRIPTION
 SV0177
 SV0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0177'3.0 MI W FROM KELLOGG.
 SV0177'2.5 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE WEST STOP LIGHT IN
 SV0177'KELLOGG TO THE ENTRANCE TO A DRIVE-IN THEATRE, THENCE NORTH 0.3 MILE,
 SV0177'THENCE EAST 0.2 MILE.  21.05 FEET NORTHEAST OF THE STATION MARK, SET
 SV0177'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0175 ***********************************************************************
 SV0175  DESIGNATION -  IDA 90 87 RM 2
 SV0175  PID         -  SV0175
 SV0175  STATE/COUNTY-  ID/SHOSHONE
 SV0175  USGS QUAD   -  KELLOGG WEST (1996)
 SV0175
 SV0175                         *CURRENT SURVEY CONTROL
 SV0175  ___________________________________________________________________
 SV0175* NAD 83(1986)-  47 32 55.     (N)    116 09 40.     (W)     SCALED    
 SV0175* NAVD 88     -       693.372  (meters)    2274.84   (feet)  ADJUSTED  
 SV0175  ___________________________________________________________________
 SV0175  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 SV0175  DYNAMIC HT  -         693.355 (meters)    2274.78  (feet)  COMP
 SV0175  MODELED GRAV-     980,566.2   (mgal)                       NAVD 88
 SV0175
 SV0175  VERT ORDER  -  SECOND    CLASS 0
 SV0175
 SV0175.The horizontal coordinates were scaled from a topographic map and have
 SV0175.an estimated accuracy of +/- 6 seconds.
 SV0175
 SV0175.The orthometric height was determined by differential leveling
 SV0175.and adjusted by the National Geodetic Survey in June 1991..
 SV0175
 SV0175.The geoid height was determined by GEOID03.
 SV0175
 SV0175.The dynamic height is computed by dividing the NAVD 88
 SV0175.geopotential number by the normal gravity value computed on the
 SV0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0175.degrees latitude (g = 980.6199 gals.).
 SV0175
 SV0175.The modeled gravity was interpolated from observed gravity values.
 SV0175
 SV0175;                    North         East    Units  Estimated Accuracy
 SV0175;SPC ID W     -   653,660.      769,060.      MT  (+/- 180 meters Scaled)
 SV0175
 SV0175                          SUPERSEDED SURVEY CONTROL
 SV0175
 SV0175  NGVD 29 (??/??/92)  692.221  (m)         2271.06   (f) ADJ UNCH    2 0
 SV0175
 SV0175.Superseded values are not recommended for survey control.
 SV0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0175.See file dsdata.txt to determine how the superseded data were derived.
 SV0175
 SV0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN631664(NAD 83)
 SV0175_MARKER: DR = REFERENCE MARK DISK
 SV0175_SETTING: 66 = SET IN ROCK OUTCROP
 SV0175_SP_SET: ROCK
 SV0175_STAMPING: IDA 90-87 NO 2 1958
 SV0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0175+STABILITY: POSITION/ELEVATION WELL
 SV0175
 SV0175  HISTORY     - Date     Condition        Report By
 SV0175  HISTORY     - 1958     MONUMENTED       CGS
 SV0175
 SV0175                          STATION DESCRIPTION
 SV0175
 SV0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0175'3.0 MI W FROM KELLOGG.
 SV0175'2.5 MILES WEST ALONG U.S. HIGHWAY 10 FROM THE WEST STOP LIGHT IN
 SV0175'KELLOGG TO THE ENTRANCE TO A DRIVE-IN THEATRE, THENCE NORTH 0.3 MILE,
 SV0175'THENCE EAST 0.2 MILE.  66.59 FEET NORTHWEST OF THE STATION MARK, SET
 SV0175'IN A DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1423 ***********************************************************************
 SV1423  DESIGNATION -  IDA 90 88
 SV1423  PID         -  SV1423
 SV1423  STATE/COUNTY-  ID/SHOSHONE
 SV1423  USGS QUAD   -  KELLOGG EAST (1996)
 SV1423
 SV1423                         *CURRENT SURVEY CONTROL
 SV1423  ___________________________________________________________________
 SV1423* NAD 83(1992)-  47 32 01.72681(N)    116 05 14.80895(W)     ADJUSTED  
 SV1423* NAVD 88     -       861.6    (meters)    2827.     (feet)  VERTCON   
 SV1423  ___________________________________________________________________
 SV1423  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 SV1423  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 SV1423
 SV1423  HORZ ORDER  -  SECOND
 SV1423
 SV1423.The horizontal coordinates were established by classical geodetic methods
 SV1423.and adjusted by the National Geodetic Survey in July 1992..
 SV1423
 SV1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1423
 SV1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1423
 SV1423.The geoid height was determined by GEOID03.
 SV1423
 SV1423;                    North         East     Units Scale Factor Converg.
 SV1423;SPC ID W     -   651,992.423   774,593.580   MT  0.99994126   -0 14 56.1
 SV1423;UTM  11      - 5,264,891.085   568,683.110   MT  0.99965797   +0 40 23.5
 SV1423
 SV1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1423!SPC ID W     -   0.99986756  x   0.99994126  =   0.99980883
 SV1423!UTM  11      -   0.99986756  x   0.99965797  =   0.99952558
 SV1423
 SV1423:                Primary Azimuth Mark                     Grid Az
 SV1423:SPC ID W     -  IDA 90 88 AZ MK                          091 33 08.2
 SV1423:UTM  11      -  IDA 90 88 AZ MK                          090 37 48.6
 SV1423
 SV1423|---------------------------------------------------------------------|
 SV1423| PID    Reference Object                     Distance      Geod. Az  |
 SV1423|                                                           dddmmss.s |
 SV1423| SV1425 IDA 90 88 AZ MK                     APPROX. 1.8 KM 0911812.1 |
 SV1423| CH6776 IDA 90 88 RM 1                        8.731 METERS 15140     |
 SV1423| CH6777 IDA 90 88 RM 2                        7.888 METERS 25302     |
 SV1423|---------------------------------------------------------------------|
 SV1423
 SV1423                          SUPERSEDED SURVEY CONTROL
 SV1423
 SV1423  NAD 83(1986)-  47 32 01.73011(N)    116 05 14.79935(W) AD(       ) 2
 SV1423  NAD 27      -  47 32 02.00137(N)    116 05 11.20143(W) AD(       ) 2
 SV1423  NGVD 29 (07/19/86)  860.5    (m)         2823.     (f) VERT ANG       
 SV1423
 SV1423.Superseded values are not recommended for survey control.
 SV1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1423.See file dsdata.txt to determine how the superseded data were derived.
 SV1423
 SV1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6868364891(NAD 83)
 SV1423_MARKER: Z = SEE DESCRIPTION
 SV1423_SETTING: 0 = UNSPECIFIED SETTING
 SV1423
 SV1423  HISTORY     - Date     Condition        Report By
 SV1423  HISTORY     - 1958     MONUMENTED       CGS
 SV1423
 SV1423                          STATION DESCRIPTION
 SV1423
 SV1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1423'THE STATION IS 1.75 MILES EAST OF KELLOGG, 0.25 MILE NORTH OF
 SV1423'U.S. HIGHWAY 10 AND ON THE SOUTH END OF THE FIRST RIDGE WEST
 SV1423'OF THE MOUTH OF MONTGOMERY GULCH.
 SV1423'
 SV1423'TO REACH THE STATION FROM THE INTERSECTION OF DIVISION STREET
 SV1423'AND U.S. HIGHWAY 10 IN KELLOGG GO EASTERLY ON U.S. HIGHWAY 10
 SV1423'FOR 1.1 MILES TO A SMALL TRAILER COURT AT THE MOUTH OF THE FIRST
 SV1423'CANYON WEST OF MONTGOMERY GULCH AND A SIDE ROAD LEFT LEADING
 SV1423'UP THE WEST SIDE OF THE STATION RIDGE, TURN LEFT, NORTHEAST,
 SV1423'FOR 0.25 MILE TO THE CREST OF THE RIDGE, TURN RIGHT, SOUTH,
 SV1423'FOR 0.15 MILE TO THE STATION SITE ON THE SOUTH END OF THE
 SV1423'RIDGE.
 SV1423'
 SV1423'THE STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET
 SV1423'IN CONCRETE IN THE TOP OF 4-INCH ORANGEBURG SOIL PIPES AND
 SV1423'STAMPED IDA 90-88 1958 WITH THE REFERENCE MARKS FURTHER
 SV1423'STAMPED NO 1 AND NO 2 RESPECTIVELY.
 SV1423'
 SV1423'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CYLINDRICAL
 SV1423'CONCRETE POST PROJECTING 1-INCH AND STAMPED IDA 90-88 1958.
 SV1423'IT IS 0.05 MILE EAST OF THE ELK CREEK GENERAL STORE, 125 YARDS
 SV1423'WEST-SOUTHWEST OF THE SCHOOL BUILDINGS AND 92 FEET NORTH OF
 SV1423'THE CENTER LINE OF U.S. HIGHWAY 10.  IT IS ON THE TOP AND
 SV1423'SOUTHWEST EDGE OF THE FLAT AREA JUST WEST OF THE SCHOOL
 SV1423'BUILDINGS AND 2 FEET WEST OF A METAL WITNESS POST WITH SIGN
 SV1423'ATTACHED.
 SV1423'
 SV1423'A 4-WHEEL DRIVE VEHICLE IS RECOMMENDED FOR THE LAST 0.4 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1425 ***********************************************************************
 SV1425  DESIGNATION -  IDA 90 88 AZ MK
 SV1425  PID         -  SV1425
 SV1425  STATE/COUNTY-  ID/SHOSHONE
 SV1425  USGS QUAD   -  KELLOGG EAST (1996)
 SV1425
 SV1425                         *CURRENT SURVEY CONTROL
 SV1425  ___________________________________________________________________
 SV1425* NAD 83(1992)-  47 32 00.36089(N)    116 03 46.76996(W)     ADJUSTED  
 SV1425* NAVD 88     -       821.     (meters)    2694.     (feet)  SCALED    
 SV1425  ___________________________________________________________________
 SV1425  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 SV1425  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 SV1425
 SV1425  HORZ ORDER  -  SECOND
 SV1425
 SV1425.The horizontal coordinates were established by classical geodetic methods
 SV1425.and adjusted by the National Geodetic Survey in July 1992..
 SV1425
 SV1425.The orthometric height was scaled from a topographic map.
 SV1425
 SV1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1425
 SV1425.The geoid height was determined by GEOID03.
 SV1425
 SV1425;                    North         East     Units Scale Factor Converg.
 SV1425;SPC ID W     -   651,942.531   776,434.649   MT  0.99994016   -0 13 51.2
 SV1425;UTM  11      - 5,264,870.835   570,524.226   MT  0.99966112   +0 41 28.4
 SV1425
 SV1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1425!SPC ID W     -   0.99987390  x   0.99994016  =   0.99981407
 SV1425!UTM  11      -   0.99987390  x   0.99966112  =   0.99953507
 SV1425
 SV1425                          SUPERSEDED SURVEY CONTROL
 SV1425
 SV1425  NAD 83(1986)-  47 32 00.36416(N)    116 03 46.76036(W) AD(       ) 2
 SV1425  NAD 27      -  47 32 00.63329(N)    116 03 43.16529(W) AD(       ) 2
 SV1425
 SV1425.Superseded values are not recommended for survey control.
 SV1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1425.See file dsdata.txt to determine how the superseded data were derived.
 SV1425
 SV1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN7052464871(NAD 83)
 SV1425
 SV1425  HISTORY     - Date     Condition        Report By
 SV1425  HISTORY     - 1958     MONUMENTED       CGS
 SV1425
 SV1425                          STATION DESCRIPTION
 SV1425
 SV1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV1425'SEE STATION IDA 90-88.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1419 ***********************************************************************
 SV1419  DESIGNATION -  IDA 90 89
 SV1419  PID         -  SV1419
 SV1419  STATE/COUNTY-  ID/SHOSHONE
 SV1419  USGS QUAD   -  KELLOGG EAST (1996)
 SV1419
 SV1419                         *CURRENT SURVEY CONTROL
 SV1419  ___________________________________________________________________
 SV1419* NAD 83(1992)-  47 31 41.58558(N)    116 03 31.00977(W)     ADJUSTED  
 SV1419* NAVD 88     -       868.6    (meters)    2850.     (feet)  VERTCON   
 SV1419  ___________________________________________________________________
 SV1419  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 SV1419  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 SV1419
 SV1419  HORZ ORDER  -  SECOND
 SV1419
 SV1419.The horizontal coordinates were established by classical geodetic methods
 SV1419.and adjusted by the National Geodetic Survey in July 1992..
 SV1419
 SV1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1419
 SV1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1419
 SV1419.The geoid height was determined by GEOID03.
 SV1419
 SV1419;                    North         East     Units Scale Factor Converg.
 SV1419;SPC ID W     -   651,361.401   776,761.954   MT  0.99993997   -0 13 39.5
 SV1419;UTM  11      - 5,264,295.208   570,860.747   MT  0.99966170   +0 41 39.9
 SV1419
 SV1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1419!SPC ID W     -   0.99986646  x   0.99993997  =   0.99980644
 SV1419!UTM  11      -   0.99986646  x   0.99966170  =   0.99952820
 SV1419
 SV1419|---------------------------------------------------------------------|
 SV1419| PID    Reference Object                     Distance      Geod. Az  |
 SV1419|                                                           dddmmss.s |
 SV1419| CH6778 IDA 90 89 RM 1                       10.240 METERS 02947     |
 SV1419| CH6779 IDA 90 89 RM 2                        8.870 METERS 07543     |
 SV1419| SV1423 IDA 90 88                           APPROX. 2.3 KM 2855952.6 |
 SV1419|---------------------------------------------------------------------|
 SV1419
 SV1419                          SUPERSEDED SURVEY CONTROL
 SV1419
 SV1419  NAD 83(1986)-  47 31 41.58883(N)    116 03 31.00017(W) AD(       ) 2
 SV1419  NAD 27      -  47 31 41.85707(N)    116 03 27.40426(W) AD(       ) 2
 SV1419  NGVD 29 (07/19/86)  867.5    (m)         2846.     (f) VERT ANG       
 SV1419
 SV1419.Superseded values are not recommended for survey control.
 SV1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1419.See file dsdata.txt to determine how the superseded data were derived.
 SV1419
 SV1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN7086164295(NAD 83)
 SV1419_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1419
 SV1419  HISTORY     - Date     Condition        Report By
 SV1419  HISTORY     - 1958     MONUMENTED       CGS
 SV1419  HISTORY     - 1976     SEE DESCRIPTION  ID-079
 SV1419
 SV1419                          STATION DESCRIPTION
 SV1419
 SV1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1419'THE STATION IS 3 MILES NORTHWEST OF OSBURN, 3 MILES EAST OF
 SV1419'KELLOGG, 0.25 MILE SOUTH OF THE COEUR D ALENE RIVER ON THE NORTHEAST
 SV1419'END OF A ROUND-TOPPED BRUSH COVERED KNOLL.
 SV1419'
 SV1419'TO REACH FROM THE POST OFFICE IN OSBURN GO WEST ON U.S. HIGHWAY
 SV1419'10 FOR 3 MILES TO AN OILED ROAD LEFT AT THE MOUTH OF BIG CREEK,
 SV1419'TURN LEFT, SOUTH, FOR 0.1 MILE TO A DIRT ROAD RIGHT ABOUT 100
 SV1419'YARDS BEFORE REACHING THE RAILROAD CROSSING, TURN RIGHT, WEST,
 SV1419'AND FOLLOW THIS ROAD FOR 1.6 MILES TO THE MOUTH OF GOLD RUN CREEK
 SV1419'AND A ROAD LEFT.  FOLLOW THIS ROAD SOUTH UP THE CANYON FOR 0.55
 SV1419'MILE OT A T ROAD LEFT, TURN LEFT, NORTHEAST UP THE NORTHWEST
 SV1419'SIDE OF THE HILL FOR 0.5 MILE TO THE CREST AND A FORK LEFT,
 SV1419'TURN LEFT, NORTH, AND FOLLOW THE DIM TRACK ROAD DOWN AND
 SV1419'ACROSS THE GRASSY MEADOW FOR 0.3 MILE TO THE STATION AT THE
 SV1419'NORTHEAST END OF THE RIDGE.
 SV1419'
 SV1419'THE STATION, UNDERGROUND MARKS ARE STANDARD TRAVERSE DISKS SET
 SV1419'IN CONCRETE, THE SURFACE MARK SET IN A SQUARE CONCRETE POST
 SV1419'PROJECTING 4 INCHES AND STAMPED IDA 90-89 1958.
 SV1419'
 SV1419'REFERENCE MARK 1 AND 2 ARE STANDARD DISKS SET IN SQUARE CONCRETE
 SV1419'POSTS PROJECTING 4 INCHES AND STAMPED IDA 90-89 1958 NO 1 AND
 SV1419'NO 2 RESPECTIVELY.
 SV1419'
 SV1419'A 4-WHEEL DRIVE STATION.
 SV1419
 SV1419                          STATION RECOVERY (1976)
 SV1419
 SV1419'RECOVERY NOTE BY SHOSHONE COUNTY IDAHO 1976
 SV1419'IDA 90-89 1958 - GOOD
 SV1419'
 SV1419'IDA 90-89 NO. 2 1958 - GOOD
 SV1419'
 SV1419'IDA 90-89 NO. 1 1958 - GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0189 ***********************************************************************
 SV0189  DESIGNATION -  IDA 90 90
 SV0189  PID         -  SV0189
 SV0189  STATE/COUNTY-  ID/SHOSHONE
 SV0189  USGS QUAD   -  KELLOGG EAST (1996)
 SV0189
 SV0189                         *CURRENT SURVEY CONTROL
 SV0189  ___________________________________________________________________
 SV0189* NAD 83(1992)-  47 30 59.18506(N)    116 01 55.89987(W)     ADJUSTED  
 SV0189* NAVD 88     -       746.712  (meters)    2449.84   (feet)  ADJUSTED  
 SV0189  ___________________________________________________________________
 SV0189  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 SV0189  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 SV0189  DYNAMIC HT  -         746.701 (meters)    2449.80  (feet)  COMP
 SV0189  MODELED GRAV-     980,574.5   (mgal)                       NAVD 88
 SV0189
 SV0189  HORZ ORDER  -  SECOND
 SV0189  VERT ORDER  -  SECOND    CLASS 0
 SV0189
 SV0189.The horizontal coordinates were established by classical geodetic methods
 SV0189.and adjusted by the National Geodetic Survey in July 1992..
 SV0189
 SV0189.The orthometric height was determined by differential leveling
 SV0189.and adjusted by the National Geodetic Survey in June 1991..
 SV0189
 SV0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV0189
 SV0189.The geoid height was determined by GEOID03.
 SV0189
 SV0189.The dynamic height is computed by dividing the NAVD 88
 SV0189.geopotential number by the normal gravity value computed on the
 SV0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0189.degrees latitude (g = 980.6199 gals.).
 SV0189
 SV0189.The modeled gravity was interpolated from observed gravity values.
 SV0189
 SV0189;                    North         East     Units Scale Factor Converg.
 SV0189;SPC ID W     -   650,044.443   778,746.529   MT  0.99993888   -0 12 29.2
 SV0189;UTM  11      - 5,263,010.708   572,865.702   MT  0.99966525   +0 42 49.5
 SV0189
 SV0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV0189!SPC ID W     -   0.99988555  x   0.99993888  =   0.99982444
 SV0189!UTM  11      -   0.99988555  x   0.99966525  =   0.99955084
 SV0189
 SV0189|---------------------------------------------------------------------|
 SV0189| PID    Reference Object                     Distance      Geod. Az  |
 SV0189|                                                           dddmmss.s |
 SV0189| SV0190 IDA 90 90 RM 1                       10.007 METERS 09824     |
 SV0189| SU1034 IDA 90 91                           APPROX. 5.3 KM 1152637.1 |
 SV0189| SV0191 IDA 90 90 RM 2                        8.944 METERS 28803     |
 SV0189|---------------------------------------------------------------------|
 SV0189
 SV0189                          SUPERSEDED SURVEY CONTROL
 SV0189
 SV0189  NAD 83(1986)-  47 30 59.18832(N)    116 01 55.89046(W) AD(       ) 2
 SV0189  NAD 27      -  47 30 59.45337(N)    116 01 52.29762(W) AD(       ) 2
 SV0189  NGVD 29 (??/??/92)  745.596  (m)         2446.18   (f) ADJ UNCH    2 0
 SV0189
 SV0189.Superseded values are not recommended for survey control.
 SV0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0189.See file dsdata.txt to determine how the superseded data were derived.
 SV0189
 SV0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN7286663011(NAD 83)
 SV0189_MARKER: DE = TRAVERSE STATION DISK
 SV0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0189_STAMPING: IDA 90-90 1958
 SV0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0189+STABILITY: SURFACE MOTION
 SV0189
 SV0189  HISTORY     - Date     Condition        Report By
 SV0189  HISTORY     - 1958     MONUMENTED       CGS
 SV0189  HISTORY     - 1958     GOOD             CGS
 SV0189
 SV0189                          STATION DESCRIPTION
 SV0189
 SV0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV0189'THE STATION IS 1.8 MILES WESTERLY ALONG U.S. HIGHWAY 10 FROM
 SV0189'THE POST OFFICE IN OSBURN, 30 FEET EAST OF THE EAST END OF THE
 SV0189'BRIDGE, 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 12
 SV0189'FEET SOUTHWEST OF TELEPHONE POLE 3234.
 SV0189'
 SV0189'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD TRAVERSE DISKS
 SV0189'SET IN CEMENT.  THE SURFACE MARK IS SET IN A SQUARE CONCRETE
 SV0189'POST AND ALL MARKS ARE STAMPED IDA 90-90 1958 WITH THE REFERENCE
 SV0189'MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 SV0189'
 SV0189'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 SV0189'POST PROJECTING ABOUT 4 INCHES.
 SV0189'
 SV0189'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE ON THE
 SV0189'TOP OF THE NORTH BRIDGE RAIL, 2 FEET WEST OF THE EAST END AND
 SV0189'ABOUT 4 FEET HIGHER THAN THE STATION.
 SV0189
 SV0189                          STATION RECOVERY (1958)
 SV0189
 SV0189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SV0189'1.8 MI W FROM OSBURN.
 SV0189'1.8 MILES WESTWARD ALONG U. S. HIGHWAY 10 FROM POST OFFICE IN OSBURN,
 SV0189'30 FEET NORTH FROM CENTER LINE OF HIGHWAY, 30 FEET EAST FROM THE EAST
 SV0189'END OF HIGHWAY BRIDGE, 400 FEET FROM BENCH MARK G 167 LOCATED ALONG
 SV0189'RAILROAD TRACKS, SET IN A SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0190 ***********************************************************************
 SV0190  DESIGNATION -  IDA 90 90 RM 1
 SV0190  PID         -  SV0190
 SV0190  STATE/COUNTY-  ID/SHOSHONE
 SV0190  USGS QUAD   -  KELLOGG EAST (1996)
 SV0190
 SV0190                         *CURRENT SURVEY CONTROL
 SV0190  ___________________________________________________________________
 SV0190* NAD 83(1986)-  47 30 53.     (N)    116 01 57.     (W)     SCALED    
 SV0190* NAVD 88     -       746.634  (meters)    2449.58   (feet)  ADJUSTED  
 SV0190  ___________________________________________________________________
 SV0190  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 SV0190  DYNAMIC HT  -         746.623 (meters)    2449.55  (feet)  COMP
 SV0190  MODELED GRAV-     980,573.6   (mgal)                       NAVD 88
 SV0190
 SV0190  VERT ORDER  -  SECOND    CLASS 0
 SV0190
 SV0190.The horizontal coordinates were scaled from a topographic map and have
 SV0190.an estimated accuracy of +/- 6 seconds.
 SV0190
 SV0190.The orthometric height was determined by differential leveling
 SV0190.and adjusted by the National Geodetic Survey in June 1991..
 SV0190
 SV0190.The geoid height was determined by GEOID03.
 SV0190
 SV0190.The dynamic height is computed by dividing the NAVD 88
 SV0190.geopotential number by the normal gravity value computed on the
 SV0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0190.degrees latitude (g = 980.6199 gals.).
 SV0190
 SV0190.The modeled gravity was interpolated from observed gravity values.
 SV0190
 SV0190;                    North         East    Units  Estimated Accuracy
 SV0190;SPC ID W     -   649,850.      778,720.      MT  (+/- 180 meters Scaled)
 SV0190
 SV0190                          SUPERSEDED SURVEY CONTROL
 SV0190
 SV0190  NGVD 29 (??/??/92)  745.517  (m)         2445.92   (f) ADJ UNCH    2 0
 SV0190
 SV0190.Superseded values are not recommended for survey control.
 SV0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0190.See file dsdata.txt to determine how the superseded data were derived.
 SV0190
 SV0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN728628(NAD 83)
 SV0190_MARKER: DR = REFERENCE MARK DISK
 SV0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0190_STAMPING: IDA 90-90 NO 1 1958
 SV0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0190+STABILITY: SURFACE MOTION
 SV0190
 SV0190  HISTORY     - Date     Condition        Report By
 SV0190  HISTORY     - 1958     MONUMENTED       CGS
 SV0190
 SV0190                          STATION DESCRIPTION
 SV0190
 SV0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0190'1.8 MI W FROM OSBURN.
 SV0190'1.8 MILES WESTWARD ALONG U. S. HIGHWAY 10 FROM THE POST OFFICE IN
 SV0190'OSBURN, SET IN A SQUARE CONCRETE POST 29.3 FEET EAST SOUTHEAST FROM
 SV0190'TRAVERSE STATION IDA 90-90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0191 ***********************************************************************
 SV0191  DESIGNATION -  IDA 90 90 RM 2
 SV0191  PID         -  SV0191
 SV0191  STATE/COUNTY-  ID/SHOSHONE
 SV0191  USGS QUAD   -  KELLOGG EAST (1996)
 SV0191
 SV0191                         *CURRENT SURVEY CONTROL
 SV0191  ___________________________________________________________________
 SV0191* NAD 83(1986)-  47 30 53.     (N)    116 01 58.     (W)     SCALED    
 SV0191* NAVD 88     -       748.033  (meters)    2454.17   (feet)  ADJUSTED  
 SV0191  ___________________________________________________________________
 SV0191  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 SV0191  DYNAMIC HT  -         748.021 (meters)    2454.13  (feet)  COMP
 SV0191  MODELED GRAV-     980,573.5   (mgal)                       NAVD 88
 SV0191
 SV0191  VERT ORDER  -  SECOND    CLASS 0
 SV0191
 SV0191.The horizontal coordinates were scaled from a topographic map and have
 SV0191.an estimated accuracy of +/- 6 seconds.
 SV0191
 SV0191.The orthometric height was determined by differential leveling
 SV0191.and adjusted by the National Geodetic Survey in June 1991..
 SV0191
 SV0191.The geoid height was determined by GEOID03.
 SV0191
 SV0191.The dynamic height is computed by dividing the NAVD 88
 SV0191.geopotential number by the normal gravity value computed on the
 SV0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0191.degrees latitude (g = 980.6199 gals.).
 SV0191
 SV0191.The modeled gravity was interpolated from observed gravity values.
 SV0191
 SV0191;                    North         East    Units  Estimated Accuracy
 SV0191;SPC ID W     -   649,850.      778,700.      MT  (+/- 180 meters Scaled)
 SV0191
 SV0191                          SUPERSEDED SURVEY CONTROL
 SV0191
 SV0191  NGVD 29 (??/??/92)  746.916  (m)         2450.51   (f) ADJ UNCH    2 0
 SV0191
 SV0191.Superseded values are not recommended for survey control.
 SV0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0191.See file dsdata.txt to determine how the superseded data were derived.
 SV0191
 SV0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN728628(NAD 83)
 SV0191_MARKER: DR = REFERENCE MARK DISK
 SV0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0191_STAMPING: IDA 90-90 NO 2 1958
 SV0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0191+STABILITY: SURFACE MOTION
 SV0191
 SV0191  HISTORY     - Date     Condition        Report By
 SV0191  HISTORY     - 1958     MONUMENTED       CGS
 SV0191
 SV0191                          STATION DESCRIPTION
 SV0191
 SV0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0191'1.8 MI W FROM OSBURN.
 SV0191'1.8 MILES WESTWARD ALONG U.S. HIGHWAY 10 FROM POST OFFICE IN OSBURN,
 SV0191'SET IN A CONCRETE POST 32.8 FEET FROM TRAVERSE STATION IDA 90-90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1034 ***********************************************************************
 SU1034  DESIGNATION -  IDA 90 91
 SU1034  PID         -  SU1034
 SU1034  STATE/COUNTY-  ID/SHOSHONE
 SU1034  USGS QUAD   -  WALLACE (1995)
 SU1034
 SU1034                         *CURRENT SURVEY CONTROL
 SU1034  ___________________________________________________________________
 SU1034* NAD 83(1992)-  47 29 45.86320(N)    115 58 08.69473(W)     ADJUSTED  
 SU1034* NAVD 88     -      1007.     (meters)    3304.     (feet)  SCALED    
 SU1034  ___________________________________________________________________
 SU1034  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 SU1034  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 SU1034
 SU1034  HORZ ORDER  -  SECOND
 SU1034
 SU1034.The horizontal coordinates were established by classical geodetic methods
 SU1034.and adjusted by the National Geodetic Survey in July 1992..
 SU1034
 SU1034.The orthometric height was scaled from a topographic map.
 SU1034
 SU1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1034
 SU1034.The geoid height was determined by GEOID03.
 SU1034
 SU1034;                    North         East     Units Scale Factor Converg.
 SU1034;SPC ID W     -   647,764.823   783,493.464   MT  0.99993668   -0 09 41.5
 SU1034;UTM  11      - 5,260,808.335   577,647.411   MT  0.99967409   +0 45 36.2
 SU1034
 SU1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1034!SPC ID W     -   0.99984472  x   0.99993668  =   0.99978141
 SU1034!UTM  11      -   0.99984472  x   0.99967409  =   0.99951886
 SU1034
 SU1034:                Primary Azimuth Mark                     Grid Az
 SU1034:SPC ID W     -  IDA 90 91 AZ MK 1                        119 22 10.7
 SU1034:UTM  11      -  IDA 90 91 AZ MK 1                        118 26 53.0
 SU1034
 SU1034|---------------------------------------------------------------------|
 SU1034| PID    Reference Object                     Distance      Geod. Az  |
 SU1034|                                                           dddmmss.s |
 SU1034| CH6780 IDA 90 91 AZ MK 1                                  1191229.2 |
 SU1034| CH6782 IDA 90 91 RM 1                        7.667 METERS 14952     |
 SU1034| CH6783 IDA 90 91 RM 2                        6.230 METERS 26738     |
 SU1034| CH6781 IDA 90 91 AZ MK 2                                  2893102.7 |
 SU1034|---------------------------------------------------------------------|
 SU1034
 SU1034                          SUPERSEDED SURVEY CONTROL
 SU1034
 SU1034  NAD 83(1986)-  47 29 45.86612(N)    115 58 08.68523(W) AD(       ) 2
 SU1034  NAD 27      -  47 29 46.12617(N)    115 58 05.10155(W) AD(       ) 2
 SU1034
 SU1034.Superseded values are not recommended for survey control.
 SU1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1034.See file dsdata.txt to determine how the superseded data were derived.
 SU1034
 SU1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN7764760808(NAD 83)
 SU1034_MARKER: Z = SEE DESCRIPTION
 SU1034_SETTING: 0 = UNSPECIFIED SETTING
 SU1034
 SU1034  HISTORY     - Date     Condition        Report By
 SU1034  HISTORY     - 1958     MONUMENTED       CGS
 SU1034
 SU1034                          STATION DESCRIPTION
 SU1034
 SU1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU1034'THE STATION IS 1.25 MILES EAST OSBURN, 0.25 MILE NORTH OF
 SU1034'U.S. HIGHWAY 10 ON THE SUMMIT OF A STEEP BRUSH AND TIMBERED
 SU1034'HILL.
 SU1034'
 SU1034'TO REACH FROM THE OSBURN POST OFFICE GO EASTERLY ON U.S.
 SU1034'HIGHWAY 10 FOR 0.6 MILE TO A ROADSIDE PARK AND AZIMUTH MARK NO 2,
 SU1034'CONTINUE EAST FOR 0.4 MILE TO NUCKOLS GULCH ROAD ON THE LEFT,
 SU1034'TURN LEFT, NORTH AND NORTHWEST, FOR 0.6 MILE TO FORKS, TURN
 SU1034'SHARP RIGHT, EAST, THROUGH WIRE GATE FOR 0.25 MILE TO HOUSE ON
 SU1034'THE LEFT.  PERMISSION MUST BE OBTAINED FROM THE OWNER TO PROCEED
 SU1034'FURTHER.  CONTINUE ON THE POWER LINE ROAD FOR 0.3 MILE TO
 SU1034'FORK, TAKE THE RIGHT FORK, EAST AND NORTHEAST FOR 0.3 MILE
 SU1034'TO THE CREST OF THE RIDGE AT A GROUP OF 7 POWER POLES, TURN
 SU1034'RIGHT, SOUTH, ALONG THE CREST OF THE RIDGE FOR 0.2 MILE TO
 SU1034'THE BASE OF THE VERY STEEP INCLINE AND THE END OF TRUCK
 SU1034'TRAVEL.  PACK SOUTH UP THE STEEP SLOPE FOR 15 MINUTES TO
 SU1034'THE SUMMIT AND THE STATION SITE.
 SU1034'
 SU1034'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A
 SU1034'3-INCH IRON PIPE PROJECTING 3 INCHES AND STAMPED IDA 90-91 1958.
 SU1034'
 SU1034'REFERENCE MARK 1 IS A STANDARD DISK WELDED TO THE TOP OF A
 SU1034'3-INCH IRON PIPE PROJECTING 2 INCHES AND STAMPED IDA 90-91 NO 1
 SU1034'1958.
 SU1034'
 SU1034'REFERENCE MARK 2 IS A STANDARD DISK WELDED TO THE TOP OF A
 SU1034'3-INCH IRON PIPE PROJECTING 4 INCHES AND STAMPED IDA 90-91 NO 2
 SU1034'1958.
 SU1034'
 SU1034'AZIMUTH MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 SU1034'POST PROJECTING 2 INCHES AND STAMPED IDA 90-91 NO 1 1958.
 SU1034'IT IS 68 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE
 SU1034'CROSSING THE COEUR D ALENE RIVER 0.35 MILE SOUTHEAST OF THE
 SU1034'SILVERTON POST OFFICE AND 32 FEET NORTHEAST OF THE CENTER
 SU1034'LINE OF THE WEST-BOUND LANE OF U.S. HIGHWAY 10.  IT IS 3 FEET
 SU1034'EAST-NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED
 SU1034'AND 1.6 FEET OF AN IDAHO DEPARTMENT OF PUBLIC WORKS MONUMENT
 SU1034'STAMPED 0.475+21.8.
 SU1034'
 SU1034'AZIMUTH MARK 2 IS A STANDARD DISK SET IN A CYLINDRICAL CONCRETE
 SU1034'POST STAMPED IDA 90-91 NO 2 1958.  IT IS 66 FEET NORTHEAST
 SU1034'OF THE CENTER LINE OF A GRAVELED ROADWAY THAT TRAVERSES ABOUT
 SU1034'THE CENTER OF A ROADSIDE REST AREA OR PARK, 21 FEET SOUTHEAST
 SU1034'OF AN EMBANKMENT, 16 FEET WEST OF A POWER POLE AND 2.5 FEET
 SU1034'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.  THIS POINT
 SU1034'IS 0.6 MILE EAST OF OSBURN POST OFFICE.
 SU1034'
 SU1034'TO REACH AZIMUTH NO 1 CONTINUE EASTERLY ON U.S. HIGHWAY 10
 SU1034'FOR 1.5 MILE FROM THE NUCKOLS GULCH ROAD TO THE AZIMUTH MARK ON
 SU1034'THE NORTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0469 ***********************************************************************
 SU0469  DESIGNATION -  IDA 90 92 AZ MK 2
 SU0469  PID         -  SU0469
 SU0469  STATE/COUNTY-  ID/SHOSHONE
 SU0469  USGS QUAD   -  WALLACE (1995)
 SU0469
 SU0469                         *CURRENT SURVEY CONTROL
 SU0469  ___________________________________________________________________
 SU0469* NAD 83(1986)-  47 28 28.     (N)    115 55 57.     (W)     SCALED    
 SU0469* NAVD 88     -       825.461  (meters)    2708.20   (feet)  ADJUSTED  
 SU0469  ___________________________________________________________________
 SU0469  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 SU0469  DYNAMIC HT  -         825.422 (meters)    2708.07  (feet)  COMP
 SU0469  MODELED GRAV-     980,538.9   (mgal)                       NAVD 88
 SU0469
 SU0469  VERT ORDER  -  SECOND    CLASS 0
 SU0469
 SU0469.The horizontal coordinates were scaled from a topographic map and have
 SU0469.an estimated accuracy of +/- 6 seconds.
 SU0469
 SU0469.The orthometric height was determined by differential leveling
 SU0469.and adjusted by the National Geodetic Survey in June 1991..
 SU0469
 SU0469.The geoid height was determined by GEOID03.
 SU0469
 SU0469.The dynamic height is computed by dividing the NAVD 88
 SU0469.geopotential number by the normal gravity value computed on the
 SU0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0469.degrees latitude (g = 980.6199 gals.).
 SU0469
 SU0469.The modeled gravity was interpolated from observed gravity values.
 SU0469
 SU0469;                    North         East    Units  Estimated Accuracy
 SU0469;SPC ID W     -   645,350.      786,240.      MT  (+/- 180 meters Scaled)
 SU0469
 SU0469                          SUPERSEDED SURVEY CONTROL
 SU0469
 SU0469  NGVD 29 (??/??/92)  824.312  (m)         2704.43   (f) ADJ UNCH    2 0
 SU0469
 SU0469.Superseded values are not recommended for survey control.
 SU0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0469.See file dsdata.txt to determine how the superseded data were derived.
 SU0469
 SU0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN804584(NAD 83)
 SU0469_MARKER: DZ = AZIMUTH MARK DISK
 SU0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0469_STAMPING: IDA 90-92 NO 2 1958
 SU0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0469+STABILITY: SURFACE MOTION
 SU0469
 SU0469  HISTORY     - Date     Condition        Report By
 SU0469  HISTORY     - 1958     MONUMENTED       CGS
 SU0469
 SU0469                          STATION DESCRIPTION
 SU0469
 SU0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0469'0.8 MI W FROM WALLACE.
 SU0469'0.8 MILE WEST ALONG U.S. HIGHWAY 10 FROM THE SHOSHONE COUNTY COURT
 SU0469'HOUSE AT WALLACE, 68.0 FEET SOUTHWEST OF A CONCRETE RETAINING WALL, 30
 SU0469'1/2 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 1/2 FEET
 SU0469'NORTHWEST OF A METAL WITNESS POST, SET IN A SQUARE CONCRETE POST
 SU0469'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1031 ***********************************************************************
 SU1031  DESIGNATION -  IDA 90 93
 SU1031  PID         -  SU1031
 SU1031  STATE/COUNTY-  ID/SHOSHONE
 SU1031  USGS QUAD   -  WALLACE (1995)
 SU1031
 SU1031                         *CURRENT SURVEY CONTROL
 SU1031  ___________________________________________________________________
 SU1031* NAD 83(1992)-  47 28 37.55204(N)    115 52 54.89133(W)     ADJUSTED  
 SU1031* NAVD 88     -      1053.3    (meters)    3456.     (feet)  VERTCON   
 SU1031  ___________________________________________________________________
 SU1031  LAPLACE CORR-           8.51  (seconds)                    DEFLEC99
 SU1031  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 SU1031
 SU1031  HORZ ORDER  -  SECOND
 SU1031
 SU1031.The horizontal coordinates were established by classical geodetic methods
 SU1031.and adjusted by the National Geodetic Survey in July 1992..
 SU1031
 SU1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1031
 SU1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1031
 SU1031.The geoid height was determined by GEOID03.
 SU1031
 SU1031;                    North         East     Units Scale Factor Converg.
 SU1031;SPC ID W     -   645,640.451   790,057.451   MT  0.99993455   -0 05 50.0
 SU1031;SPC MT       -   378,162.768   119,762.902   MT  0.99942547   -4 40 06.2
 SU1031;SPC MT       - 1,240,691.50    392,922.91   iFT  0.99942547   -4 40 06.2
 SU1031;UTM  11      - 5,258,790.311   584,243.031   MT  0.99968721   +0 49 26.7
 SU1031
 SU1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1031!SPC ID W     -   0.99983747  x   0.99993455  =   0.99977203
 SU1031!SPC MT       -   0.99983747  x   0.99942547  =   0.99926303
 SU1031!UTM  11      -   0.99983747  x   0.99968721  =   0.99952473
 SU1031
 SU1031|---------------------------------------------------------------------|
 SU1031| PID    Reference Object                     Distance      Geod. Az  |
 SU1031|                                                           dddmmss.s |
 SU1031| CH6790 IDA 90 93 RM 3                        3.910 METERS 01033     |
 SU1031| CH6788 IDA 90 93 RM 1                        7.826 METERS 09522     |
 SU1031| SU1019 IDA 90 94                           APPROX. 1.9 KM 1113501.8 |
 SU1031| CH6789 IDA 90 93 RM 2                        9.570 METERS 21711     |
 SU1031|---------------------------------------------------------------------|
 SU1031
 SU1031                          SUPERSEDED SURVEY CONTROL
 SU1031
 SU1031  NAD 83(1986)-  47 28 37.55479(N)    115 52 54.88212(W) AD(       ) 2
 SU1031  NAD 27      -  47 28 37.80840(N)    115 52 51.30712(W) AD(       ) 2
 SU1031  NGVD 29 (07/19/86) 1052.1    (m)         3452.     (f) VERT ANG       
 SU1031
 SU1031.Superseded values are not recommended for survey control.
 SU1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1031.See file dsdata.txt to determine how the superseded data were derived.
 SU1031
 SU1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN8424358790(NAD 83)
 SU1031_MARKER: Z = SEE DESCRIPTION
 SU1031_SETTING: 0 = UNSPECIFIED SETTING
 SU1031
 SU1031  HISTORY     - Date     Condition        Report By
 SU1031  HISTORY     - 1958     MONUMENTED       CGS
 SU1031  HISTORY     - 1973     SEE DESCRIPTION  NGS
 SU1031
 SU1031                          STATION DESCRIPTION
 SU1031
 SU1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU1031'THE STATION IS ABOUT 2 MILES EAST OF WALLACE, ABOUT 0.6 MILE
 SU1031'WEST-NORTHWEST OF THE GOLCONDA MILL ON THE CREST OF A RIDGE WHERE
 SU1031'A POLE LINE CROSSES OVER THE RIDGE NEAR ITS SOUTHWEST END.
 SU1031'THE STATION LIES BETWEEN DEXTER GULCH AND TROWBRIDGE GULCH.
 SU1031'
 SU1031'TO REACH FROM THE GOLCONDA MILL, WHICH IS 2.2 MILES EAST
 SU1031'OF WALLACE, GO EAST ALONG U.S. HIGHWAY 10 FOR 0.2 MILE TO A SIDE
 SU1031'ROAD LEFT.  TURN LEFT AND CROSS OVER BRIDGE AND RAILROAD TRACKS
 SU1031'AND FOLLOW ALONG DIRT ROAD, TROWBRIDGE ROAD, NORTH, FOR 0.5
 SU1031'MILE TO A FORK ABOUT OPPOSITE A OLD CONCRETE FOUNDATION.  TAKE
 SU1031'LEFT FORK, SOUTHWEST ALONG SIDE OF RIDGE FOR 0.1 MILE TO A
 SU1031'FORK.  TAKE LEFT FORK, SOUTHWEST, LOWER ROAD, FOR 1.0 MILE TO A
 SU1031'FORK.  TAKE LEFT FORK, SOUTHWEST, 0.2 TO SECOND POLE LINE
 SU1031'CROSSING OVER RIDGE AND END OF TRUCK TRAVEL.  PACK WEST UP
 SU1031'POLE LINE ABOUT 25 YARDS TO CREST OF RIDGE AND STATION.
 SU1031'
 SU1031'THE STATION MARK, STAMPED IDA 90 93 1958, IS A STANDARD DISK SET
 SU1031'IN CONCRETE IN THE TOP OF A ORANGEBURG PIPE PROJECTING ABOUT 2
 SU1031'INCHES.  THE STATION IS 8 FEET SOUTHWEST OF TELEPHONE POLE NO.
 SU1031'3551.
 SU1031'
 SU1031'REFERENCE MARK NO. 1, STAMPED IDA 90-93 NO 1 1958, IS A STANDARD
 SU1031'DISK SET IN CONCRETE IN THE TOP OF A PIPE PROJECTING ABOUT 3
 SU1031'INCHES, AND IS ABOUT 2-1/2 FEET LOWER THAN THE STATION.
 SU1031'
 SU1031'REFERENCE MARK NO. 2, STAMPED IDA 90-93 NO 2 1958, IS A STANDARD
 SU1031'DISK SET IN CONCRETE IN THE TOP OF A PIPE PROJECTING ABOUT
 SU1031'3 INCHES, AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 SU1031
 SU1031                          STATION RECOVERY (1973)
 SU1031
 SU1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SU1031'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED.
 SU1031'REFERENCE MARK NO. 2 WAS NOT FOUND AND WAS PROBABLY DESTROYED
 SU1031'WHEN SOME BULLDOZING WAS DONE IN THE VICINITY.  REFERENCE MARK
 SU1031'NO. 3 WAS ESTABLISHED.
 SU1031'
 SU1031'THE STATION IS ABOUT 2 MILES EAST OF WALLACE, 0.6 MILE
 SU1031'WEST-NORTHWEST OF THE GOLCONDA MILL, ON THE CREST OF A RIDGE
 SU1031'WHERE A TELEPHONE POLE LINE CROSSES THE RIDGE (A POWER POLE
 SU1031'LINE CROSSES RIDGE A SHORT DISTANCE NORTH OF STATION).  BETWEEN
 SU1031'DEXTER AND TROWBRIDGE GULCH, ABOUT 1/4 MILE NORTH OF U.S.
 SU1031'HIGHWAY 10 AND IN THE SOUTHEAST QUARTER OF SECTION 25, T 48 N,
 SU1031'R 4 E.
 SU1031'
 SU1031'TO REACH FROM THE GOLCONDA EXIT, WHICH IS ABOUT 2 MILES EAST
 SU1031'OF WALLACE ON INTERSTATE HIGHWAY 90, GO NORTH ABOUT 100 YARDS
 SU1031'CROSSING THE RAILROAD TRACK AND BRIDGE, BEAR RIGHT AND GO
 SU1031'EASTERLY ALONG THE NORTH SIDE OF THE RIVER FOR 0.2 MILE TO A
 SU1031'Y, KEEP LEFT AND GO 0.3 MILE, KEEP LEFT FORK STRAIGHT AHEAD
 SU1031'0.1 MILE TO A FORK AND AN OLD 4-FOOT HIGH CONCRETE FOUNDATION
 SU1031'ON THE RIGHT.  KEEP LEFT FORK FOR 0.15 MILE ALONG THE SOUTHEAST
 SU1031'SIDE OF A HILL TO A FORK, KEEP LEFT FORK (LOWER ROAD) FOR 0.9
 SU1031'MILE, KEEP LOWER ROAD, LEFT FORK, 0.3 MILE, PASSING UNDER
 SU1031'A POWER LINE, TO AN OVERHEAD TELEPHONE CABLE CROSSING THE
 SU1031'ROAD, A 12-FOOT HIGH CUT BANK ON THE RIGHT, AND THE STATION ON
 SU1031'THE RIGHT, ABOUT 25 YARDS WEST OF THE TOP OF THE BANK.
 SU1031'
 SU1031'THE STATION MARK, STAMPED IDA 90-93 1958, IS A STANDARD DISK
 SU1031'SET IN A 4-INCH ORANGEBURG PIPE WHICH PROJECTS 3 INCHES.  IT IS
 SU1031'ON THE CREST OF THE RIDGE NEAR TELEPHONE POLE NO. 3551, 14.2
 SU1031'FEET SOUTH-SOUTHWEST OF THE NORTH ONE OF TWO POLES, 8.6 FEET
 SU1031'SOUTHWEST OF THE SOUTH ONE OF TWO POLES, 7 YARDS NORTH OF THE
 SU1031'NORTH EDGE OF A CUT MADE BY A BULLDOZER, AND IN THE CLEARING
 SU1031'FOR THE TELEPHONE LINE.
 SU1031'
 SU1031'REFERENCE MARK NO. 1, STAMPED IDA 90-93 NO 1 1958, (THE 3
 SU1031'IS UPSIDE DOWN), IS A STANDARD DISK SET IN A ROUND CONCRETE POST
 SU1031'WHICH PROJECTS 2 INCHES.  IT IS ON THE EAST SLOPE OF THE HILL,
 SU1031'22.3 FEET EAST OF THE SOUTH ONE OF TWO POLES AND ABOUT 2 FEET
 SU1031'LOWER THAN THE STATION.
 SU1031'
 SU1031'REFERENCE MARK NO. 3, STAMPED IDA 90-93 1958 NO 3 1973, IS A
 SU1031'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND,
 SU1031'6.8 FEET NORTHWEST OF THE SOUTH 1 OF 2 TELEPHONE POLES AND 3.2
 SU1031'FEET WEST OF THE NORTHERN POLE.
 SU1031'
 SU1031'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST
 SU1031'OF WALLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1019 ***********************************************************************
 SU1019  DESIGNATION -  IDA 90 94
 SU1019  PID         -  SU1019
 SU1019  STATE/COUNTY-  ID/SHOSHONE
 SU1019  USGS QUAD   -  MULLAN (1995)
 SU1019
 SU1019                         *CURRENT SURVEY CONTROL
 SU1019  ___________________________________________________________________
 SU1019* NAD 83(1992)-  47 28 14.72546(N)    115 51 29.82540(W)     ADJUSTED  
 SU1019* NAVD 88     -      1030.8    (meters)    3382.     (feet)  VERTCON   
 SU1019  ___________________________________________________________________
 SU1019  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 SU1019  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 SU1019
 SU1019  HORZ ORDER  -  SECOND
 SU1019
 SU1019.The horizontal coordinates were established by classical geodetic methods
 SU1019.and adjusted by the National Geodetic Survey in July 1992..
 SU1019
 SU1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1019
 SU1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1019
 SU1019.The geoid height was determined by GEOID03.
 SU1019
 SU1019;                    North         East     Units Scale Factor Converg.
 SU1019;SPC ID W     -   644,932.786   791,837.450   MT  0.99993415   -0 04 47.3
 SU1019;SPC MT       -   377,315.921   121,479.963   MT  0.99942458   -4 39 04.0
 SU1019;SPC MT       - 1,237,913.13    398,556.31   iFT  0.99942458   -4 39 04.0
 SU1019;UTM  11      - 5,258,111.523   586,033.738   MT  0.99969096   +0 50 29.1
 SU1019
 SU1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1019!SPC ID W     -   0.99984098  x   0.99993415  =   0.99977514
 SU1019!SPC MT       -   0.99984098  x   0.99942458  =   0.99926565
 SU1019!UTM  11      -   0.99984098  x   0.99969096  =   0.99953199
 SU1019
 SU1019|---------------------------------------------------------------------|
 SU1019| PID    Reference Object                     Distance      Geod. Az  |
 SU1019|                                                           dddmmss.s |
 SU1019| CH6792 IDA 90 94 RM 2                        8.497 METERS 00242     |
 SU1019| CH6791 IDA 90 94 RM 1                       12.363 METERS 03828     |
 SU1019| SU0477 IDA 90 95                           APPROX. 1.2 KM 1121516.2 |
 SU1019|---------------------------------------------------------------------|
 SU1019
 SU1019                          SUPERSEDED SURVEY CONTROL
 SU1019
 SU1019  NAD 83(1986)-  47 28 14.72821(N)    115 51 29.81622(W) AD(       ) 2
 SU1019  NAD 27      -  47 28 14.97999(N)    115 51 26.24328(W) AD(       ) 2
 SU1019  NGVD 29 (07/19/86) 1029.6    (m)         3378.     (f) VERT ANG       
 SU1019
 SU1019.Superseded values are not recommended for survey control.
 SU1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1019.See file dsdata.txt to determine how the superseded data were derived.
 SU1019
 SU1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN8603458112(NAD 83)
 SU1019_MARKER: Z = SEE DESCRIPTION
 SU1019_SETTING: 0 = UNSPECIFIED SETTING
 SU1019
 SU1019  HISTORY     - Date     Condition        Report By
 SU1019  HISTORY     - 1958     MONUMENTED       CGS
 SU1019  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SU1019
 SU1019                          STATION DESCRIPTION
 SU1019
 SU1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU1019'THE STATION IS ON THE NOSE OF A RIDGE WHERE A POWERLINE CROSSES
 SU1019'OVER THE RIDGE THAT LIES BETWEEN TROWBRIDGE GULCH AND RUDDY
 SU1019'GULCH, ABOUT 3/4 MILE EAST-SOUTHEAST OF THE GOLCONDA MILL AND
 SU1019'ABOUT 3/4 MILE WEST-NORTHWEST OF THE COMPRESSOR RAILROAD SIDING.
 SU1019'
 SU1019'TO REACH FROM THE GOLCONDA MILL, WHICH IS 2.2 MILES EAST OF
 SU1019'WALLACE, GO EAST ALONG U.S. HIGHWAY 10 FOR 0.8 MILE TO A SIDE
 SU1019'ROAD ON THE LEFT.  TURN LEFT CROSS OVER A BRIDGE AND RAILROAD
 SU1019'TRACKS AND FOLLOW LOWER ROAD FOR 0.15 MILE TO A ABANDONED LOG
 SU1019'CABIN AND END OF TRUCK TRAVEL.  PACK WEST UP STEEP RIDGE ALONG
 SU1019'POWER LINE TO CREST OF RIDGE AND STATION.  ABOUT A 20 MINUTE
 SU1019'PACK.
 SU1019'
 SU1019'THE STATION MARK, STAMPED IDA 90 94 1958, IS A STANDARD DISK
 SU1019'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT ON THE
 SU1019'SOUTH SIDE AND IS FLUSH ON THE NORTH SIDE.  THE STATION IS 33-1/2
 SU1019'FEET SOUTH OF THE CENTER POLE OF THREE POWER POLES AND 5-1/2
 SU1019'FEET EAST OF A SET OF GUY WIRES.
 SU1019'
 SU1019'REFERENCE MARK NO. 1, STAMPED IDA 90-94 NO 1 1958, IS A STANDARD
 SU1019'DISK SET IN A DRILL HOLE IN A OUTCROP OF BEDROCK PROJECTING 1
 SU1019'FOOT, AND IS 10 FEET NORTH-NORTHEAST OF THE CENTER POWER POLE OF
 SU1019'THREE POLES.
 SU1019'
 SU1019'REFERENCE MARK NO. 2, STAMPED IDA 90-94 NO 2 1958, IS A STANDARD
 SU1019'DISK SET IN A DRILL HOLE IN A LARGE BOULDER PROJECTING ABOUT 15
 SU1019'INCHES, AND IS 13-1/2 FEET WEST-SOUTHWEST OF THE CENTER POLE OF
 SU1019'THREE POWER POLES.
 SU1019
 SU1019                          STATION RECOVERY (1961)
 SU1019
 SU1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SU1019'STATION STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0477 ***********************************************************************
 SU0477  DESIGNATION -  IDA 90 95
 SU0477  PID         -  SU0477
 SU0477  STATE/COUNTY-  ID/SHOSHONE
 SU0477  USGS QUAD   -  MULLAN (1995)
 SU0477
 SU0477                         *CURRENT SURVEY CONTROL
 SU0477  ___________________________________________________________________
 SU0477* NAD 83(1992)-  47 28 00.45029(N)    115 50 38.39118(W)     ADJUSTED  
 SU0477* NAVD 88     -       925.953  (meters)    3037.90   (feet)  ADJUSTED  
 SU0477  ___________________________________________________________________
 SU0477  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 SU0477  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 SU0477  DYNAMIC HT  -         925.896 (meters)    3037.71  (feet)  COMP
 SU0477  MODELED GRAV-     980,519.9   (mgal)                       NAVD 88
 SU0477
 SU0477  HORZ ORDER  -  SECOND
 SU0477  VERT ORDER  -  SECOND    CLASS 0
 SU0477
 SU0477.The horizontal coordinates were established by classical geodetic methods
 SU0477.and adjusted by the National Geodetic Survey in July 1992..
 SU0477
 SU0477.The orthometric height was determined by differential leveling
 SU0477.and adjusted by the National Geodetic Survey in June 1991..
 SU0477
 SU0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0477
 SU0477.The geoid height was determined by GEOID03.
 SU0477
 SU0477.The dynamic height is computed by dividing the NAVD 88
 SU0477.geopotential number by the normal gravity value computed on the
 SU0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0477.degrees latitude (g = 980.6199 gals.).
 SU0477
 SU0477.The modeled gravity was interpolated from observed gravity values.
 SU0477
 SU0477;                    North         East     Units Scale Factor Converg.
 SU0477;SPC ID W     -   644,490.549   792,913.897   MT  0.99993395   -0 04 09.4
 SU0477;SPC MT       -   376,789.567   122,517.211   MT  0.99942402   -4 38 26.4
 SU0477;SPC MT       - 1,236,186.24    401,959.35   iFT  0.99942402   -4 38 26.4
 SU0477;UTM  11      - 5,257,686.752   587,116.894   MT  0.99969327   +0 51 06.8
 SU0477
 SU0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0477!SPC ID W     -   0.99985740  x   0.99993395  =   0.99979136
 SU0477!SPC MT       -   0.99985740  x   0.99942402  =   0.99928150
 SU0477!UTM  11      -   0.99985740  x   0.99969327  =   0.99955071
 SU0477
 SU0477|---------------------------------------------------------------------|
 SU0477| PID    Reference Object                     Distance      Geod. Az  |
 SU0477|                                                           dddmmss.s |
 SU0477| SU0478 IDA 90 95 RM 1                       20.708 METERS 06527     |
 SU0477| SU1021 IDA 90 96                           APPROX. 2.1 KM 1123849.6 |
 SU0477| SU0476 U 166                                 9.883 METERS 35359     |
 SU0477|---------------------------------------------------------------------|
 SU0477
 SU0477                          SUPERSEDED SURVEY CONTROL
 SU0477
 SU0477  NAD 83(1986)-  47 28 00.45307(N)    115 50 38.38210(W) AD(       ) 2
 SU0477  NAD 27      -  47 28 00.70368(N)    115 50 34.80989(W) AD(       ) 2
 SU0477  NGVD 29 (??/??/92)  924.77   (m)         3034.0    (f) COMPUTED    2 0
 SU0477
 SU0477.Superseded values are not recommended for survey control.
 SU0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0477.See file dsdata.txt to determine how the superseded data were derived.
 SU0477
 SU0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN8711757687(NAD 83)
 SU0477_MARKER: DE = TRAVERSE STATION DISK
 SU0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0477_STAMPING: IDA 90-95 1958
 SU0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0477+STABILITY: SURFACE MOTION
 SU0477
 SU0477  HISTORY     - Date     Condition        Report By
 SU0477  HISTORY     - 1958     MONUMENTED       CGS
 SU0477  HISTORY     - 1958     GOOD             CGS
 SU0477  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SU0477  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0477
 SU0477                          STATION DESCRIPTION
 SU0477
 SU0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU0477'THE STATION IS 82 FEET EAST OF AND 12 FEET SOUTH OF THE
 SU0477'INTERSECTION OF THE NORTHERN PACIFIC RAILROAD AND THE DIRT ROAD
 SU0477'LEADING TO THE RESIDENCE AT THE COMPRESSOR SIDING.  IT IS 6
 SU0477'FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 SU0477'
 SU0477'THE STATION AND UNDERGROUND MARKS ARE STANDARD TRAVERSE DISKS
 SU0477'SET IN CEMENT.  THE SURFACE MARK IS SET IN A SQUARE CONCRETE
 SU0477'POST PROJECTING 4 INCHES AND STAMPED IDA 90-95 1958.
 SU0477'
 SU0477'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 SU0477'THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION, 51 FEET NORTHEAST
 SU0477'OF THE SIDING SWITCH, 31-1/2 FEET NORTH OF THE NORTH RAIL, 2
 SU0477'FEET LOWER THAN THE STATION AND STAMPED IDA 90-95 1958.
 SU0477'
 SU0477'BENCH MARK U-166 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 SU0477'BOULDER FLUSH WITH THE SURROUNDING SURFACE 28 FEET WEST OF THE
 SU0477'SIDING SWITCH, 15 FEET NORTH OF THE NORTH RAIL, 2-1/2 FEET
 SU0477'SOUTH OF THE FENCE AROUND THE RESIDENCE AND STAMPED U-166 1935.
 SU0477
 SU0477                          STATION RECOVERY (1958)
 SU0477
 SU0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SU0477'2.6 MI W FROM MULLAN.
 SU0477'2.6 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0477'MULLAN TO B.M. U 166, 32.42 FEET NORTHWEST OF B.M. U 166, 6.0 FEET
 SU0477'NORTHEAST OF A METAL WITNESS POST, SET IN A SQUARE CONCRETE POST
 SU0477'PROJECTING 4 INCHES.
 SU0477
 SU0477                          STATION RECOVERY (1961)
 SU0477
 SU0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 SU0477'SURFACE MONUMENT HAS BEEN TIPPED OVER, BUT DID NOT DIG FOR THE
 SU0477'UNDERGROUND MARK.  B.M. U-166 IS STILL INTACT.  R.M. 1 IS GONE.
 SU0477
 SU0477                          STATION RECOVERY (1982)
 SU0477
 SU0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0478 ***********************************************************************
 SU0478  DESIGNATION -  IDA 90 95 RM 1
 SU0478  PID         -  SU0478
 SU0478  STATE/COUNTY-  ID/SHOSHONE
 SU0478  USGS QUAD   -  MULLAN (1995)
 SU0478
 SU0478                         *CURRENT SURVEY CONTROL
 SU0478  ___________________________________________________________________
 SU0478* NAD 83(1986)-  47 27 59.     (N)    115 50 37.     (W)     SCALED    
 SU0478* NAVD 88     -       925.407  (meters)    3036.11   (feet)  ADJUSTED  
 SU0478  ___________________________________________________________________
 SU0478  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 SU0478  DYNAMIC HT  -         925.350 (meters)    3035.92  (feet)  COMP
 SU0478  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 SU0478
 SU0478  VERT ORDER  -  SECOND    CLASS 0
 SU0478
 SU0478.The horizontal coordinates were scaled from a topographic map and have
 SU0478.an estimated accuracy of +/- 6 seconds.
 SU0478
 SU0478.The orthometric height was determined by differential leveling
 SU0478.and adjusted by the National Geodetic Survey in June 1991..
 SU0478
 SU0478.The geoid height was determined by GEOID03.
 SU0478
 SU0478.The dynamic height is computed by dividing the NAVD 88
 SU0478.geopotential number by the normal gravity value computed on the
 SU0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0478.degrees latitude (g = 980.6199 gals.).
 SU0478
 SU0478.The modeled gravity was interpolated from observed gravity values.
 SU0478
 SU0478;                    North         East    Units  Estimated Accuracy
 SU0478;SPC ID W     -   644,450.      792,940.      MT  (+/- 180 meters Scaled)
 SU0478
 SU0478                          SUPERSEDED SURVEY CONTROL
 SU0478
 SU0478  NGVD 29 (??/??/92)  924.227  (m)         3032.23   (f) ADJ UNCH    2 0
 SU0478
 SU0478.Superseded values are not recommended for survey control.
 SU0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0478.See file dsdata.txt to determine how the superseded data were derived.
 SU0478
 SU0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN871576(NAD 83)
 SU0478_MARKER: DR = REFERENCE MARK DISK
 SU0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0478_SP_SET: FOUNDATION
 SU0478_STAMPING: IDA 90-95 NO 1 1958
 SU0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0478
 SU0478  HISTORY     - Date     Condition        Report By
 SU0478  HISTORY     - 1958     MONUMENTED       CGS
 SU0478
 SU0478                          STATION DESCRIPTION
 SU0478
 SU0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0478'2.6 MI W FROM MULLAN.
 SU0478'2.6 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SU0478'MULLAN TO B.M. U 166, 67.94 FEET NORTHEAST OF THE STATION MARK, 31 1/2
 SU0478'FEET NORTH OF THE NORTH RAIL, SET IN A DRILL HOLE IN THE SOUTHEAST
 SU0478'CORNER OF A CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1021 ***********************************************************************
 SU1021  DESIGNATION -  IDA 90 96
 SU1021  PID         -  SU1021
 SU1021  STATE/COUNTY-  ID/SHOSHONE
 SU1021  USGS QUAD   -  MULLAN (1995)
 SU1021
 SU1021                         *CURRENT SURVEY CONTROL
 SU1021  ___________________________________________________________________
 SU1021* NAD 83(1992)-  47 27 34.04948(N)    115 49 05.12601(W)     ADJUSTED  
 SU1021* NAVD 88     -      1185.3    (meters)    3889.     (feet)  VERTCON   
 SU1021  ___________________________________________________________________
 SU1021  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 SU1021  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 SU1021
 SU1021  HORZ ORDER  -  SECOND
 SU1021
 SU1021.The horizontal coordinates were established by classical geodetic methods
 SU1021.and adjusted by the National Geodetic Survey in July 1992..
 SU1021
 SU1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1021
 SU1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1021
 SU1021.The geoid height was determined by GEOID03.
 SU1021
 SU1021;                    North         East     Units Scale Factor Converg.
 SU1021;SPC ID W     -   643,673.224   794,866.209   MT  0.99993366   -0 03 00.6
 SU1021;SPC MT       -   375,819.733   124,397.209   MT  0.99942302   -4 37 18.2
 SU1021;SPC MT       - 1,233,004.37    408,127.33   iFT  0.99942302   -4 37 18.2
 SU1021;UTM  11      - 5,256,901.105   589,081.623   MT  0.99969752   +0 52 15.2
 SU1021
 SU1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1021!SPC ID W     -   0.99981675  x   0.99993366  =   0.99975043
 SU1021!SPC MT       -   0.99981675  x   0.99942302  =   0.99923988
 SU1021!UTM  11      -   0.99981675  x   0.99969752  =   0.99951433
 SU1021
 SU1021|---------------------------------------------------------------------|
 SU1021| PID    Reference Object                     Distance      Geod. Az  |
 SU1021|                                                           dddmmss.s |
 SU1021| CH6793 IDA 90 96 RM 1                       11.530 METERS 16243     |
 SU1021| CH6794 IDA 90 96 RM 2                       16.350 METERS 21506     |
 SU1021| SU0477 IDA 90 95                           APPROX. 2.1 KM 2923958.3 |
 SU1021|---------------------------------------------------------------------|
 SU1021
 SU1021                          SUPERSEDED SURVEY CONTROL
 SU1021
 SU1021  NAD 83(1986)-  47 27 34.05233(N)    115 49 05.11646(W) AD(       ) 2
 SU1021  NAD 27      -  47 27 34.30107(N)    115 49 01.54648(W) AD(       ) 2
 SU1021  NGVD 29 (07/19/86) 1184.1    (m)         3885.     (f) VERT ANG       
 SU1021
 SU1021.Superseded values are not recommended for survey control.
 SU1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1021.See file dsdata.txt to determine how the superseded data were derived.
 SU1021
 SU1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN8908256901(NAD 83)
 SU1021_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU1021_SETTING: 66 = SET IN ROCK OUTCROP
 SU1021
 SU1021  HISTORY     - Date     Condition        Report By
 SU1021  HISTORY     - 1958     MONUMENTED       CGS
 SU1021
 SU1021                          STATION DESCRIPTION
 SU1021
 SU1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU1021'THE STATION IS 1 MILE SOUTHWEST OF MULLAN, 0.25 MILE EAST-SOUTHEAST
 SU1021'OF THE MOUTH OF GOLD CREEK AND ABOUT 1500 FEET HIGHER THAN THE
 SU1021'HIGHWAY ON THE PROMINENT HOGBACK RIDGE IMMEDIATELY ABOVE THE
 SU1021'HIGHWAY.  IT IS AT THE SOUTH END OF THE RIDGE.
 SU1021'
 SU1021'TO REACH FROM WALLACE GO EASTERLY ON U.S. HIGHWAY 10 FOR 5.7
 SU1021'MILES TO A SIDE ROAD RIGHT 0.1 MILE AFTER CROSSING A BRIDGE
 SU1021'AND ABOUT 100 YARDS BEFORE REACHING A PUMPING PLANT.  TURN RIGHT
 SU1021'ONTO THE STEEP NARROW ROAD AND FOLLOWING IT GO EAST AND SOUTH
 SU1021'FOR 0.7 MILE TO A TRIANGLE BLAZE ON A 12 INCH PINE TREE ON THE
 SU1021'LEFT SIDE OF THE ROAD AND END OF TRUCK TRAVEL.  FROM HERE PACK
 SU1021'WEST TO THE CREST OF THE RIDGE THEN NORTH ALONG THE CREST OF
 SU1021'THE RIDGE FOR 10 MINUTES TO THE STATION ON THE SOUTH END OF
 SU1021'THE RIDGE.
 SU1021'
 SU1021'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CEMENT
 SU1021'IN A DRILL HOLE IN OUTCROPING BED ROCK AND STAMPED IDA 90-96
 SU1021'1958 WITH THE REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2
 SU1021'RESPECTIVELY.  THE REFERENCE MARKS EACH PROJECT ABOUT 18 INCHES.
 SU1021'
 SU1021'A 4 WHEEL DRIVE VEHICLE IS RECOMENDED DURING WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0494 ***********************************************************************
 SU0494  DESIGNATION -  IDA 90 97
 SU0494  PID         -  SU0494
 SU0494  STATE/COUNTY-  ID/SHOSHONE
 SU0494  USGS QUAD   -  MULLAN (1995)
 SU0494
 SU0494                         *CURRENT SURVEY CONTROL
 SU0494  ___________________________________________________________________
 SU0494* NAD 83(1992)-  47 28 08.74174(N)    115 45 35.81088(W)     ADJUSTED  
 SU0494* NAVD 88     -      1094.194  (meters)    3589.87   (feet)  ADJUSTED  
 SU0494  ___________________________________________________________________
 SU0494  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 SU0494  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 SU0494  DYNAMIC HT  -        1094.064 (meters)    3589.44  (feet)  COMP
 SU0494  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 SU0494
 SU0494  HORZ ORDER  -  SECOND
 SU0494  VERT ORDER  -  SECOND    CLASS 0
 SU0494
 SU0494.The horizontal coordinates were established by classical geodetic methods
 SU0494.and adjusted by the National Geodetic Survey in July 1992..
 SU0494
 SU0494.The orthometric height was determined by differential leveling
 SU0494.and adjusted by the National Geodetic Survey in June 1991..
 SU0494
 SU0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0494
 SU0494.The geoid height was determined by GEOID03.
 SU0494
 SU0494.The dynamic height is computed by dividing the NAVD 88
 SU0494.geopotential number by the normal gravity value computed on the
 SU0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0494.degrees latitude (g = 980.6199 gals.).
 SU0494
 SU0494.The modeled gravity was interpolated from observed gravity values.
 SU0494
 SU0494;                    North         East     Units Scale Factor Converg.
 SU0494;SPC ID W     -   644,742.364   799,250.133   MT  0.99993334   -0 00 26.4
 SU0494;SPC MT       -   376,535.679   128,850.131   MT  0.99942434   -4 34 45.0
 SU0494;SPC MT       - 1,235,353.28    422,736.65   iFT  0.99942434   -4 34 45.0
 SU0494;UTM  11      - 5,258,040.320   593,446.784   MT  0.99970731   +0 54 50.0
 SU0494
 SU0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0494!SPC ID W     -   0.99983101  x   0.99993334  =   0.99976436
 SU0494!SPC MT       -   0.99983101  x   0.99942434  =   0.99925545
 SU0494!UTM  11      -   0.99983101  x   0.99970731  =   0.99953837
 SU0494
 SU0494|---------------------------------------------------------------------|
 SU0494| PID    Reference Object                     Distance      Geod. Az  |
 SU0494|                                                           dddmmss.s |
 SU0494| SU0495 IDA 90 97 RM 1                       31.258 METERS 13028     |
 SU0494| SU0493 P 166                                47.383 METERS 22849     |
 SU0494| SU1022 HALF                                APPROX. 1.5 KM 3011004.5 |
 SU0494|---------------------------------------------------------------------|
 SU0494
 SU0494                          SUPERSEDED SURVEY CONTROL
 SU0494
 SU0494  NAD 83(1986)-  47 28 08.74457(N)    115 45 35.80170(W) AD(       ) 2
 SU0494  NAD 27      -  47 28 08.98991(N)    115 45 32.23451(W) AD(       ) 2
 SU0494  NGVD 29 (??/??/92) 1092.951  (m)         3585.79   (f) ADJ UNCH    2 0
 SU0494
 SU0494.Superseded values are not recommended for survey control.
 SU0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0494.See file dsdata.txt to determine how the superseded data were derived.
 SU0494
 SU0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9344758040(NAD 83)
 SU0494_MARKER: DS = TRIANGULATION STATION DISK
 SU0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0494_STAMPING: IDA 90-97 1958
 SU0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0494+STABILITY: SURFACE MOTION
 SU0494
 SU0494  HISTORY     - Date     Condition        Report By
 SU0494  HISTORY     - 1958     MONUMENTED       CGS
 SU0494  HISTORY     - 1958     GOOD             CGS
 SU0494  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SU0494  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0494
 SU0494                          STATION DESCRIPTION
 SU0494
 SU0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU0494'THE STATION IS 2.1 MILES EASTERLY ALONG U.S. HIGHWAY 10 FROM THE
 SU0494'INTERSECTION OF THE BOULDER CREEK ROAD AND U.S. HIGHWAY 10
 SU0494'IN MULLAN, 110 FEET WEST-NORTHWEST OF THE MAIN ENTRANCE
 SU0494'OF THE CIVIL AERONAUTICS ADMINISTRATION BUILDING, 66 FEET EAST
 SU0494'OF THE EAST EDGE OF THE HIGHWAY AND ON THE TOP AND CENTER
 SU0494'OF A SLIGHT RISE 12 FEET EAST OF A POWER POLE.
 SU0494'
 SU0494'THE STATION AND REFERENCE MARK 1 ARE STANDARD DISKS STAMPED
 SU0494'IDA 90-97 1958 WITH THE REFERENCE MARK FURTHER STAMPED NO 1.
 SU0494'
 SU0494'REFERENCE MARK 1 IS SET FLUSH IN THE TOP OF THE NORTHWEST CORNER
 SU0494'OF THE CONCRETE BORDER AROUND THE LAWN AREA AT THE WEST SIDE OF
 SU0494'THE C.A.A. BUILDING.
 SU0494'
 SU0494'REFERENCE MARK 2 IS A STANDARD BENCH MARK SET IN THE TOP OF
 SU0494'A 6 INCH SQUARE CONCRETE POST 63 FEET WEST OF THE WEST EDGE
 SU0494'OF THE HIGHWAY AND ABOUT 8 FEET EAST OF THE RIGHT OF WAY FENCE.
 SU0494'IT IS STAMPED P 166 1935.  A 2 WHEEL DRIVE STATION.
 SU0494
 SU0494                          STATION RECOVERY (1958)
 SU0494
 SU0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SU0494'2.1 MI E FROM MULLAN.
 SU0494'ABOUT 2.1 MILES ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC
 SU0494'RAILROAD STATION AT MULLAN, AT THE LOCAL HEADQUARTERS OF THE CIVIL
 SU0494'AERONAUTIC ADMINISTRATION, ABOUT 100 FEET NORTHWEST FROM THE NORTHWEST
 SU0494'CORNER OF THE BUILDING, 60 FEET WEST FROM THE CENTER LINE OF THE
 SU0494'HIGHWAY, ABOUT 154 FEET EAST NORTHEAST FROM BENCH MARK P-166 LOCATED
 SU0494'ACROSS THE HIGHWAY, SET IN A SQUARE CONCRETE POST.
 SU0494
 SU0494                          STATION RECOVERY (1962)
 SU0494
 SU0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WPY)
 SU0494'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SU0494
 SU0494                          STATION RECOVERY (1982)
 SU0494
 SU0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0495 ***********************************************************************
 SU0495  DESIGNATION -  IDA 90 97 RM 1
 SU0495  PID         -  SU0495
 SU0495  STATE/COUNTY-  ID/SHOSHONE
 SU0495  USGS QUAD   -  MULLAN (1995)
 SU0495
 SU0495                         *CURRENT SURVEY CONTROL
 SU0495  ___________________________________________________________________
 SU0495* NAD 83(1986)-  47 28 08.     (N)    115 45 39.     (W)     SCALED    
 SU0495* NAVD 88     -      1093.864  (meters)    3588.79   (feet)  ADJUSTED  
 SU0495  ___________________________________________________________________
 SU0495  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 SU0495  DYNAMIC HT  -        1093.735 (meters)    3588.36  (feet)  COMP
 SU0495  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 SU0495
 SU0495  VERT ORDER  -  SECOND    CLASS 0
 SU0495
 SU0495.The horizontal coordinates were scaled from a topographic map and have
 SU0495.an estimated accuracy of +/- 6 seconds.
 SU0495
 SU0495.The orthometric height was determined by differential leveling
 SU0495.and adjusted by the National Geodetic Survey in June 1991..
 SU0495
 SU0495.The geoid height was determined by GEOID03.
 SU0495
 SU0495.The dynamic height is computed by dividing the NAVD 88
 SU0495.geopotential number by the normal gravity value computed on the
 SU0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0495.degrees latitude (g = 980.6199 gals.).
 SU0495
 SU0495.The modeled gravity was interpolated from observed gravity values.
 SU0495
 SU0495;                    North         East    Units  Estimated Accuracy
 SU0495;SPC ID W     -   644,720.      799,180.      MT  (+/- 180 meters Scaled)
 SU0495
 SU0495                          SUPERSEDED SURVEY CONTROL
 SU0495
 SU0495  NGVD 29 (??/??/92) 1092.621  (m)         3584.71   (f) ADJ UNCH    2 0
 SU0495
 SU0495.Superseded values are not recommended for survey control.
 SU0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0495.See file dsdata.txt to determine how the superseded data were derived.
 SU0495
 SU0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN933580(NAD 83)
 SU0495_MARKER: DR = REFERENCE MARK DISK
 SU0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SU0495_SP_SET: BUILDING
 SU0495_STAMPING: IDA 90-97 NO 1 1958
 SU0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SU0495
 SU0495  HISTORY     - Date     Condition        Report By
 SU0495  HISTORY     - 1958     MONUMENTED       CGS
 SU0495  HISTORY     - 1982     GOOD             USGS
 SU0495
 SU0495                          STATION DESCRIPTION
 SU0495
 SU0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0495'2.1 MI E FROM MULLAN.
 SU0495'ABOUT 2.1 MILES ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC
 SU0495'RAILROAD STATION IN MULLAN, AT THE HEADQUARTERS BUILDING OF THE CIVIL
 SU0495'AERONAUTICS ADMINISTRATION, SET IN THE NORTHWEST CORNER OF A CONCRETE
 SU0495'CURB AROUND THE LAWN AT THE WEST SIDE OF THE BUILDING AND 102 FEET
 SU0495'SOUTHEAST FROM THE TRIANGULATION STATION IDA 90-97.
 SU0495
 SU0495                          STATION RECOVERY (1982)
 SU0495
 SU0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0495'ABOUT 2.1 MILES EAST OF MULLAN, ABOUT 2.15 MILES EAST ALONG THE OLD
 SU0495'HIGHWAY 10 JUNCTION OF SECOND AVE. IN MULLAN, AT A TWO STORY HOME, 4
 SU0495'FT. NORTH OF THE NORTH EDGE OF THE SIDEWALK LEADING TO THE FRONT
 SU0495'DOOR, AT THE BASE OF A RETAINING WALL, 15 FT. WEST AND 17 FT. SOUTH
 SU0495'OF THE NORTHWEST CORNER OF THE HOUSE, 2.1 FT. LOWER THAN THE PARKING
 SU0495'LOT AND SET IN AN ALMOST BURRIED CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0501 ***********************************************************************
 SU0501  DESIGNATION -  IDA 90 98
 SU0501  PID         -  SU0501
 SU0501  STATE/COUNTY-  ID/SHOSHONE
 SU0501  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0501
 SU0501                         *CURRENT SURVEY CONTROL
 SU0501  ___________________________________________________________________
 SU0501* NAD 83(1992)-  47 27 37.19305(N)    115 43 22.75923(W)     ADJUSTED  
 SU0501* NAVD 88     -      1288.624  (meters)    4227.76   (feet)  ADJUSTED  
 SU0501  ___________________________________________________________________
 SU0501  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 SU0501  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 SU0501  DYNAMIC HT  -        1288.488 (meters)    4227.31  (feet)  COMP
 SU0501  MODELED GRAV-     980,461.7   (mgal)                       NAVD 88
 SU0501
 SU0501  HORZ ORDER  -  SECOND
 SU0501  VERT ORDER  -  SECOND    CLASS 0
 SU0501
 SU0501.The horizontal coordinates were established by classical geodetic methods
 SU0501.and adjusted by the National Geodetic Survey in July 1992..
 SU0501
 SU0501.The orthometric height was determined by differential leveling
 SU0501.and adjusted by the National Geodetic Survey in June 1991..
 SU0501
 SU0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0501
 SU0501.The geoid height was determined by GEOID03.
 SU0501
 SU0501.The dynamic height is computed by dividing the NAVD 88
 SU0501.geopotential number by the normal gravity value computed on the
 SU0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0501.degrees latitude (g = 980.6199 gals.).
 SU0501
 SU0501.The modeled gravity was interpolated from observed gravity values.
 SU0501
 SU0501;                    North         East     Units Scale Factor Converg.
 SU0501;SPC ID W     -   643,768.407   802,036.526   MT  0.99993338   +0 01 11.6
 SU0501;SPC MT       -   375,343.324   131,548.647   MT  0.99942314   -4 33 07.7
 SU0501;SPC MT       - 1,231,441.35    431,590.05   iFT  0.99942314   -4 33 07.7
 SU0501;UTM  11      - 5,257,111.491   596,247.851   MT  0.99971384   +0 56 27.5
 SU0501
 SU0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0501!SPC ID W     -   0.99980054  x   0.99993338  =   0.99973393
 SU0501!SPC MT       -   0.99980054  x   0.99942314  =   0.99922380
 SU0501!UTM  11      -   0.99980054  x   0.99971384  =   0.99951444
 SU0501
 SU0501:                Primary Azimuth Mark                     Grid Az
 SU0501:SPC ID W     -  E                                        249 32 41.9
 SU0501:SPC MT       -  E                                        254 07 01.2
 SU0501:UTM  11      -  E                                        248 37 26.0
 SU0501
 SU0501|---------------------------------------------------------------------|
 SU0501| PID    Reference Object                     Distance      Geod. Az  |
 SU0501|                                                           dddmmss.s |
 SU0501| CH7267 E                                                  2493353.5 |
 SU0501| SU0500 G                                    38.143 METERS 27638     |
 SU0501| CH7326 F                                                  2832706.2 |
 SU0501|---------------------------------------------------------------------|
 SU0501
 SU0501                          SUPERSEDED SURVEY CONTROL
 SU0501
 SU0501  NAD 83(1986)-  47 27 37.19629(N)    115 43 22.75091(W) AD(       ) 2
 SU0501  NAD 27      -  47 27 37.43922(N)    115 43 19.18908(W) AD(       ) 2
 SU0501  NGVD 29 (??/??/92) 1287.403  (m)         4223.75   (f) ADJ UNCH    2 0
 SU0501
 SU0501.Superseded values are not recommended for survey control.
 SU0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0501.See file dsdata.txt to determine how the superseded data were derived.
 SU0501
 SU0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9624857111(NAD 83)
 SU0501_MARKER: DS = TRIANGULATION STATION DISK
 SU0501_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SU0501_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SU0501_STAMPING: IDA 90-98 1958
 SU0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0501
 SU0501  HISTORY     - Date     Condition        Report By
 SU0501  HISTORY     - 1958     MONUMENTED       CGS
 SU0501  HISTORY     - 1958     GOOD             CGS
 SU0501  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0501
 SU0501                          STATION DESCRIPTION
 SU0501
 SU0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU0501'THE STATION IS 4.4 MILES EASTERLY ALONG U.S. HIGHWAY 10 FROM
 SU0501'THE INTERSECTION OF THE BOULDER CREEK ROAD AND U.S. HIGHWAY 10 IN
 SU0501'MULLAN, 40 FEET RIGHT, SOUTH, OF AND ABOUT 15 FEET HIGHER THAN
 SU0501'THE CENTER LINE OF THE HIGHWAY AND IN THE APPARENT CENTER OF
 SU0501'AN OLD ROADWAY.
 SU0501'
 SU0501'THE STATION AND UNDERGROUND MARKS ARE STANDARD DISKS STAMPED
 SU0501'IDA 90-98 1958 WITH THE SURFACE MARK SET IN CEMENT IN THE TOP
 SU0501'OF AN ORANGEBURG SOIL PIPE PROJECTING ABOUT 10 INCHES, 12 FEET
 SU0501'SOUTH OF THE TOP OF THE BANK.
 SU0501'
 SU0501'SURVEY MARKS OF THE IDAHO DEPARTMENT OF PUBLIC WORKS WERE
 SU0501'USED AS REFERENCE AND AZIMUTH MARKS.  THEY ARE BRONZE DISKS
 SU0501'SET IN THE TOP OF CYLINDRICAL CONCRETE POSTS SET FLUSH WITH
 SU0501'THE SHOULDER OF THE EXISTING HIGHWAY.
 SU0501'
 SU0501'MARK G IS 8 FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT AND
 SU0501'2 FEET NORTH OF THE GUARD RAIL.
 SU0501'
 SU0501'MARK E IS 15 FEET EAST OF THE EAST EDGE OF THE PAVEMENT NEAR
 SU0501'THE TOP OF THE SHARP BREAKING BANK.
 SU0501'
 SU0501'MARK F IS 22 FEET EAST OF THE EAST EDGE OF THE PAVEMENT,
 SU0501'ABOUT 2 FEET WEST OF THE TOP OF THE SHARP BREAKING EMBANKMENT
 SU0501'AND 2 FEET LOWER THAN THE SURFACE OF THE HIGHWAY.
 SU0501
 SU0501                          STATION RECOVERY (1958)
 SU0501
 SU0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 SU0501'4.4 MI E FROM MULLAN.
 SU0501'4.4 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE INTERSECTION OF BOULDER
 SU0501'CREEK ROAD AND U.S. 10 AT MULLAN, 40.0 FEET SOUTH OF THE CENTERLINE OF
 SU0501'THE HIGHWAY, 15 FEET HIGHER THAN THE HIGHWAY, SET IN THE TOP OF A 4
 SU0501'INCH PIPE FILLED WITH CONCRETE PROJECTING 10 INCHES.
 SU0501
 SU0501                          STATION RECOVERY (1982)
 SU0501
 SU0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1008 ***********************************************************************
 SU1008  DESIGNATION -  IDA 90 99 AZ MK
 SU1008  PID         -  SU1008
 SU1008  STATE/COUNTY-  ID/SHOSHONE
 SU1008  USGS QUAD   -  LOOKOUT PASS (1988)
 SU1008
 SU1008                         *CURRENT SURVEY CONTROL
 SU1008  ___________________________________________________________________
 SU1008* NAD 83(1992)-  47 27 12.90723(N)    115 42 19.80512(W)     ADJUSTED  
 SU1008* NAVD 88     -      1675.3    (meters)    5496.     (feet)  VERTCON   
 SU1008  ___________________________________________________________________
 SU1008  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 SU1008  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 SU1008
 SU1008  HORZ ORDER  -  THIRD
 SU1008
 SU1008.The horizontal coordinates were established by classical geodetic methods
 SU1008.and adjusted by the National Geodetic Survey in July 1992..
 SU1008
 SU1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 SU1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SU1008
 SU1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1008
 SU1008.The geoid height was determined by GEOID03.
 SU1008
 SU1008;                    North         East     Units Scale Factor Converg.
 SU1008;SPC ID W     -   643,019.038   803,355.412   MT  0.99993347   +0 01 58.0
 SU1008;SPC MT       -   374,491.641   132,802.960   MT  0.99942222   -4 32 21.7
 SU1008;SPC MT       - 1,228,647.12    435,705.25   iFT  0.99942222   -4 32 21.7
 SU1008;UTM  11      - 5,256,383.577   597,578.322   MT  0.99971701   +0 57 13.6
 SU1008
 SU1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1008!SPC ID W     -   0.99973995  x   0.99993347  =   0.99967344
 SU1008!SPC MT       -   0.99973995  x   0.99942222  =   0.99916232
 SU1008!UTM  11      -   0.99973995  x   0.99971701  =   0.99945703
 SU1008
 SU1008:                Primary Azimuth Mark                     Grid Az
 SU1008:SPC ID W     -  IDA 90 99 RESET                          065 38 53.5
 SU1008:SPC MT       -  IDA 90 99 RESET                          070 13 13.2
 SU1008:UTM  11      -  IDA 90 99 RESET                          064 43 37.9
 SU1008
 SU1008|---------------------------------------------------------------------|
 SU1008| PID    Reference Object                     Distance      Geod. Az  |
 SU1008|                                                           dddmmss.s |
 SU1008| SU0506 IDA 90 99 RESET                     APPROX. 0.7 KM 0654051.5 |
 SU1008|---------------------------------------------------------------------|
 SU1008
 SU1008                          SUPERSEDED SURVEY CONTROL
 SU1008
 SU1008  NAD 83(1986)-  47 27 12.91044(N)    115 42 19.79722(W) AD(       ) 3
 SU1008  NAD 27      -  47 27 13.15237(N)    115 42 16.23698(W) AD(       ) 3
 SU1008  NGVD 29 (07/19/86) 1674.1    (m)         5492.     (f) VERT ANG       
 SU1008
 SU1008.Superseded values are not recommended for survey control.
 SU1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1008.See file dsdata.txt to determine how the superseded data were derived.
 SU1008
 SU1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9757856384(NAD 83)
 SU1008_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SU1008_SETTING: 80 = SET IN A BOULDER
 SU1008_SP_SET: SET IN DRILL HOLE IN A BOULDER
 SU1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU1008+STABILITY: SURFACE MOTION
 SU1008
 SU1008  HISTORY     - Date     Condition        Report By
 SU1008  HISTORY     - 1958     MONUMENTED       CGS
 SU1008  HISTORY     - 1965     SEE DESCRIPTION  IDDT
 SU1008
 SU1008                          STATION DESCRIPTION
 SU1008
 SU1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU1008'THE STATION IS AT THE UPPER END OF THE LOOKOUT PASS SKI LODGE
 SU1008'LIFT WHERE THE HEAVY TIMBER BEGINS, 50 FEET NORTH OF THE UNLOADING
 SU1008'AREA AND ON THE WEST SIDE OF THE ROAD AS IT ENTERS ONTO THE
 SU1008'UNLOADING AREA.  THE SKI LODGE IS AT THE SUMMIT OF LOOKOUT PASS
 SU1008'WHERE U.S. HIGHWAY 10 CROSSES THE PASS.  AZIMUTH MARK
 SU1008'
 SU1008'THE STATION MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL
 SU1008'HOLE IN A BOULDER AND STAMPED IDA 90-99 1958 FLUSH WITH THE
 SU1008'SURROUNDING SURFACE.
 SU1008'
 SU1008'A 4 WHEEL VEHICLE CAN BE DRIVEN TO A POINT ABOUT HALF WAY UP THE
 SU1008'SLOPE THEN PACK ABOUT 10 MINUTES TO THE SUMMIT AND THE STATION
 SU1008'SITE.
 SU1008
 SU1008                          STATION RECOVERY (1965)
 SU1008
 SU1008'RECOVERY NOTE BY ID DEPT OF TRANSP 1965
 SU1008'THE AZIMUTH MARK IS DESTROYED.  THE MARK WAS FOUND DOWN HILL
 SU1008'WHERE BULLDOZER HAD PUSHED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0506 ***********************************************************************
 SU0506  DESIGNATION -  IDA 90 99 RESET
 SU0506  PID         -  SU0506
 SU0506  STATE/COUNTY-  ID/SHOSHONE
 SU0506  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0506
 SU0506                         *CURRENT SURVEY CONTROL
 SU0506  ___________________________________________________________________
 SU0506* NAD 83(1992)-  47 27 22.84989(N)    115 41 47.36227(W)     ADJUSTED  
 SU0506* NAVD 88     -      1442.29   (meters)    4731.9    (feet)  RESET     
 SU0506  ___________________________________________________________________
 SU0506  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 SU0506  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 SU0506
 SU0506  HORZ ORDER  -  THIRD
 SU0506  VERT ORDER  -  THIRD
 SU0506
 SU0506.The horizontal coordinates were established by classical geodetic methods
 SU0506.and adjusted by the National Geodetic Survey in July 1992..
 SU0506
 SU0506.The orthometric height was computed from unverified reset data.
 SU0506
 SU0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0506
 SU0506.The geoid height was determined by GEOID03.
 SU0506
 SU0506;                    North         East     Units Scale Factor Converg.
 SU0506;SPC ID W     -   643,326.508   804,034.742   MT  0.99993353   +0 02 21.9
 SU0506;SPC MT       -   374,743.851   133,504.280   MT  0.99942259   -4 31 57.9
 SU0506;SPC MT       - 1,229,474.58    438,006.17   iFT  0.99942259   -4 31 57.9
 SU0506;UTM  11      - 5,256,701.858   598,252.477   MT  0.99971863   +0 57 37.6
 SU0506
 SU0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0506!SPC ID W     -   0.99977646  x   0.99993353  =   0.99971001
 SU0506!SPC MT       -   0.99977646  x   0.99942259  =   0.99919918
 SU0506!UTM  11      -   0.99977646  x   0.99971863  =   0.99949516
 SU0506
 SU0506|---------------------------------------------------------------------|
 SU0506| PID    Reference Object                     Distance      Geod. Az  |
 SU0506|                                                           dddmmss.s |
 SU0506| SU0505 IDA 90 99 RM 2                        6.847 METERS 05114     |
 SU0506| SU0509 IDA 90 99 RM 3                                     05121     |
 SU0506| SU1009 IDA 90 99 RM 4                      368.704 METERS 14653     |
 SU0506| SU0510 IDA 90 99 RM 1                        8.467 METERS 18612     |
 SU0506| SU1008 IDA 90 99 AZ MK                     APPROX. 0.7 KM 2454115.4 |
 SU0506|---------------------------------------------------------------------|
 SU0506
 SU0506                          SUPERSEDED SURVEY CONTROL
 SU0506
 SU0506  NAD 83(1986)-  47 27 22.85338(N)    115 41 47.35389(W) AD(       ) 3
 SU0506  NAD 27      -  47 27 23.09466(N)    115 41 43.79459(W) AD(       ) 3
 SU0506  NGVD 29 (03/27/06) 1441.03   (m)         4727.8    (f) RESET       3  
 SU0506
 SU0506.Superseded values are not recommended for survey control.
 SU0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0506.See file dsdata.txt to determine how the superseded data were derived.
 SU0506
 SU0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9825256702(NAD 83)
 SU0506_MARKER: DS = TRIANGULATION STATION DISK
 SU0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0506_SP_SET: CONCRETE MASS
 SU0506_STAMPING: IDA 90-99 1958 1973
 SU0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0506
 SU0506  HISTORY     - Date     Condition        Report By
 SU0506  HISTORY     - 1958     MONUMENTED       CGS
 SU0506  HISTORY     - 1969     SEE DESCRIPTION  CGS
 SU0506  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SU0506  HISTORY     - 1974     SEE DESCRIPTION  NGS
 SU0506  HISTORY     - 1974     GOOD             NGS
 SU0506
 SU0506                          STATION DESCRIPTION
 SU0506
 SU0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SU0506'THE STATION IS 325 FEET NORTH OF THE LOOKOUT RAILROAD STATION,
 SU0506'200 FEET NORTHEAST OF THE LOOKOUT PASS SKI LODGE, ABOUT 200
 SU0506'FEET WEST OF AND 50 NORTH OF THE IDAHO-MONTANA STATE LINE
 SU0506'AND ABOUT 100 FEET WEST OF THE NORTHERN PACIFIC RAILROAD
 SU0506'TRACKS AT THE SUMMIT OF LOOKOUT PASS ON U.S. HIGHWAY 10.
 SU0506'
 SU0506'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 SU0506'CYLINDRICAL CONCRETE POSTS AND STAMPED IDA 90-99 1958 WITH THE
 SU0506'REFERENCE MARKS FURTHER STAMPED NO 1 AND NO 2 RESPECTIVELY.
 SU0506'
 SU0506'A 2 WHEEL DRIVE STATION.
 SU0506
 SU0506                          STATION RECOVERY (1969)
 SU0506
 SU0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 SU0506'STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 SU0506'CONDITION, BUT THE DISKS HAVE BEEN BATTERED TO SOME EXTENT.
 SU0506'THE TOP OF THE CONCRETE POST WHICH HELD REFERENCE MARK NO. 1
 SU0506'HAS BEEN BROKEN AND THE DISK REMOVED.  IDA 90-99 AZIMUTH
 SU0506'WAS PREVIOUSLY REPORTED DESTROYED.
 SU0506'
 SU0506'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IDAHO-MONTANA
 SU0506'LINE ON INTERSTATE HIGHWAY 90.
 SU0506
 SU0506                          STATION RECOVERY (1971)
 SU0506
 SU0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SU0506'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 SU0506'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS PREVIOUSLY REPORTED
 SU0506'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 SU0506'
 SU0506'THE STATION IS ABOUT 6 MILES EAST OF MULLAN, AT THE SUMMIT OF
 SU0506'LOOKOUT PASS, ON THE WESTERN SIDE OF INTERSTATE HIGHWAY 90,
 SU0506'ABOUT 200 YARDS NORTH OF THE PRESENT ENTRANCE AND PROPOSED
 SU0506'INTERCHANGE INTO THE LOOKOUT PASS SKI LODGE, AND ABOUT 200 FEET
 SU0506'NORTHEAST OF THE SKI LODGE.
 SU0506'
 SU0506'THE STATION MARK, STAMPED IDA 90-99 1958, IS A STANDARD DISK
 SU0506'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 SU0506'ON THE NORTHERN PART OF THE SUMMIT, 53 FEET WEST OF THE WEST
 SU0506'RAIL OF THE WESTERN ONE OF THREE RAILROAD TRACKS, 25 FEET
 SU0506'NORTH-NORTHWEST OF THE HIGH POINT OF THE RIDGE, 13.2 FEET SOUTH
 SU0506'OF THE EAST ONE OF THREE SPRUCE TREES GROWING IN A CLUSTER, AND
 SU0506'1 FOOT EAST OF A METAL WITNESS POST.
 SU0506'
 SU0506'NOTE--PRESENT PLANS ARE TO LOWER THE HIGHWAY ABOUT 60 FEET FROM
 SU0506'ITS PRESENT ELEVATION, AND CONSTRUCT A PARKING LOT FOR THE
 SU0506'SKI LODGE, TO THE SOUTH AND WEST OF THE STATION, BUT THIS
 SU0506'CONSTRUCTION SHOULD NOT DISTRUB THE STATION MARK OR THE REFERENCE
 SU0506'MARKS.
 SU0506'
 SU0506'REFERENCE MARK NO. 2, STAMPED IDA 90-99 NO 2 1958, IS A
 SU0506'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS
 SU0506'3 INCHES ON THE NORTH SIDE AND IS FLUSH ON THE SOUTH SIDE.  THE
 SU0506'MARK IS ON THE UPPER EDGE OF A 3-FOOT DECLINE TO THE NORTH,
 SU0506'20.5 FEET EAST OF THE EAST ONE OF THREE SPRUCE TREES GROWING
 SU0506'IN A CLUSTER AND ABOUT 2-1/2 FEET LOWER THAN THE STATION.
 SU0506'
 SU0506'REFERENCE MARK NO. 3, STAMPED IDA 90-99 1958 NO 3 1971, IS A
 SU0506'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 SU0506'THE MARK IS BETWEEN THE WESTERN AND CENTER SET OF RAILROAD TRACKS,
 SU0506'5 FEET NORTH OF THE END OF A RAIL IN THE WESTERN RAIL OF THE
 SU0506'CENTER TRACK, 4 FEET WEST OF THE WEST RAIL OF THE CENTER TRACK
 SU0506'AND 3 FEET EAST OF THE EAST RAIL OF THE WESTERN TRACK.
 SU0506'
 SU0506'HWY DEPT AZI MK NO. 1, IS A PUNCH MARK IN THE CENTER OF A
 SU0506'1-INCH CHISELED CROSS ON THE FIRST SUPPORT POLE ON THE EAST
 SU0506'CHAIR LIFT, ABOUT 200 YARDS WEST-SOUTHWEST OF THE SKI LODGE AND
 SU0506'ABOUT 100 FEET HIGHER.  THE SUPPORT POLE IN AN 18-INCH PIPE
 SU0506'ON A 3-FOOT SQUARE CONCRETE BASE AND THE CROSS IS 5.9 FEET
 SU0506'ABOVE THE BASE AND 0.3 FOOT WEST OF THE VERTICAL WELD ON THE
 SU0506'NORTHEAST SIDE OF THE PIPE.  A STATE OF IDAHO DEPARTMENT OF
 SU0506'HIGHWAYS BRONZE DISK, STAMPED AZ 2 90-99 HAS BEEN SET IN THE
 SU0506'WESTERN CORNER OF THE 3-FOOT SQUARE CONCRETE BASE OF THIS
 SU0506'POLE.  THE AZIMUTH TO THIS MARK IS ALSO AVAILABLE FROM THE
 SU0506'STATE HIGHWAY DEPT. IN COEUR D ALENE.
 SU0506'
 SU0506'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 SU0506'EAST OF MULLAN.
 SU0506
 SU0506                          STATION RECOVERY (1974)
 SU0506
 SU0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SU0506'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 SU0506'1971.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THAT TIME.  IN
 SU0506'1973 AN AZIMUTH MARK R.M. 4 WAS ESTABLISHED.  THE SURFACE MARK
 SU0506'HAD BEEN BULLDOZED OUT, AND A NEW STATION MARK WAS SET OVER
 SU0506'THE UNDERGROUND MARK.  DIFFERENCES IN MEASUREMENTS AND ANGLES
 SU0506'INDICATE THE STATION MAY NOT BE IN ITS EXACT ORIGINAL LOCATION,
 SU0506'BUT MOVEMENT SHOULD BE SOMETHING LESS THAN 0.1 FOOT.
 SU0506'
 SU0506'THE STATION IS ABOUT 6 MILES E OF MULLAN, AT THE SUMMIT OF
 SU0506'LOOKOUT PASS, ON THE WESTERN SIDE OF INTERSTATE HWY 90, ON
 SU0506'THE E SIDE OF THE PARKING LOT IN FRONT OF THE SKI LODGE, ABOUT
 SU0506'70 FEET ABOVE THE HIGHWAY AND 60 FEET W OF THE RAILROAD TRACKS.
 SU0506'
 SU0506'TO REACH FROM MULLAN, GO EASTERLY ON INTERSTATE HWY 90 FOR
 SU0506'5.5 MILES TO THE LOOKOUT PASS SKI LODGE EXIT, KEEP RIGHT
 SU0506'ON EXIT ROAD, GO 0.2 MILE, (R.M. 4 AZIMUTH MARK IS 50 YARDS
 SU0506'TO THE LEFT, AT THE E END OF THE OVERPASS BRIDGE) TURN SHARP
 SU0506'RIGHT AND GO 0.2 MILE, CROSS RAILROAD TRACKS, BEAR RIGHT AND
 SU0506'GO 0.05 MILE ALONG THE E EDGE OF THE PARKING AREA TO THE
 SU0506'STATION ON RIGHT, 62.5 FEET NW OF USC AND GS BM WASHER 2-1/2
 SU0506'FEET ABOVE GROUND, ON THE W SIDE OF A POWER POLE WITH TWO
 SU0506'ELECTRIC METERS.
 SU0506'
 SU0506'THE STATION MARK, STAMPED IDA 90-99 1958 1973, IS A STANDARD
 SU0506'DISK SET IN CONCRETE 0.7 FOOT BELOW THE SURFACE OF THE PARKING
 SU0506'LOT, 44.3 FEET WSW OF EAST ONE OF TWO 6-INCH PINE TREES, 36-1/2
 SU0506'FEET N OF THE PROJECTED N SIDE OF THE SKI LODGE, 6.6 FEET W OF
 SU0506'METAL WITNESS POST AND 3-1/2 FEET W OF EAST EDGE OF THE
 SU0506'BLACKTOP.
 SU0506'
 SU0506'REFERENCE MARK NO. 2, STAMPED IDA 90-99 NO 2 1958, IS A
 SU0506'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 3
 SU0506'INCHES.  IT IS 21.8 FEET SW OF THE EAST ONE OF TWO PINE TREES,
 SU0506'AND 17.5 FEET NNE OF THE METAL WITNESS POST.
 SU0506'
 SU0506'REFERENCE MARK NO. 3, STAMPED IDA 90-99 1958 NO 3 1971, IS A
 SU0506'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 SU0506'GROUND, 6 INCHES LOWER THAN THE RAILROAD TRACK, 4.6 FEET W
 SU0506'OF THE W RAIL OF THE MAIN LINE (CENTER TRACK) 4 FEET E OF THE
 SU0506'E RAIL OF THE W ONE OF 3 RAILROAD TRACKS, 6.2 FEET N OF THE
 SU0506'END OF A RAIL IN THE MAIN LINE AND 4.6 FEET S OF A RAIL IN THE
 SU0506'WEST TRACK.
 SU0506'
 SU0506'REFERENCE MARK NO. 4, STAMPED IDA 90-99 R.M. 4 1973, IS A
 SU0506'STANDARD DISK IN THE E END OF THE BRIDGE, 1/4 MILE S OF THE
 SU0506'STATION, 4.0 FEET S OF THE NE CORNER OF THE BRIDGE, 0.5 FOOT
 SU0506'W OF THE E END OF THE BRIDGE ABUTMENT AND FLUSH WITH THE
 SU0506'ROADWAY.
 SU0506'
 SU0506'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 SU0506'EAST OF MULLAN.
 SU0506
 SU0506                          STATION RECOVERY (1974)
 SU0506
 SU0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SU0506'6.3 MI E FROM MULLAN.
 SU0506'REACHED FROM MULLAN BY GOING EASTERLY ON INTERSTATE HIGHWAY 90 FOR 5.5
 SU0506'MILES, KEEP RIGHT ON LOOKOUT PASS SKI LODGE EXIT ROAD 0.2 MILE, TURN
 SU0506'SHARP RIGHT AND GO 0.2 MILE, CROSS RAILROAD TRACKS, BEAR RIGHT AND GO
 SU0506'0.05 MILE ALONG THE EAST EDGE OF THE PARKING AREA TO THE MARK ON THE
 SU0506'RIGHT, 62.5 FEET NORTHWEST OF A USC AND GS BM WASHER WHICH IS 2 1/2
 SU0506'FEET ABOVE GROUND, ON THE WEST SIDE OF A POWER POLE WITH TWO ELECTRIC
 SU0506'METERS.  THE MARK IS 44.3 FEET WEST-SOUTHWEST OF THE EAST 1 OF 2
 SU0506'6-INCH PINE TREES, 36 1/2 FEET NORTH OF THE PROJECTED NORTH SIDE OF
 SU0506'THE SKI LODGE, 6.6 FEET WEST OF A METAL WITNESS POST AND 3 1/2 FEET
 SU0506'WEST OF THE EAST EDGE OF THE BLACKTOP.  MARK IS A STANDARD
 SU0506'TRIANGULATION STATION DISK SET IN CONCRETE 0.7 FOOT BELOW THE SURFACE
 SU0506'OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0505 ***********************************************************************
 SU0505  DESIGNATION -  IDA 90 99 RM 2
 SU0505  PID         -  SU0505
 SU0505  STATE/COUNTY-  ID/SHOSHONE
 SU0505  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0505
 SU0505                         *CURRENT SURVEY CONTROL
 SU0505  ___________________________________________________________________
 SU0505* NAD 83(1992)-  47 27 22.98872(N)    115 41 47.10739(W)     ADJUSTED  
 SU0505* NAVD 88     -      1441.999  (meters)    4730.96   (feet)  ADJUSTED  
 SU0505  ___________________________________________________________________
 SU0505  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 SU0505  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 SU0505  DYNAMIC HT  -        1441.796 (meters)    4730.29  (feet)  COMP
 SU0505  MODELED GRAV-     980,421.0   (mgal)                       NAVD 88
 SU0505
 SU0505  HORZ ORDER  -  THIRD
 SU0505  VERT ORDER  -  SECOND    CLASS 0
 SU0505
 SU0505.The horizontal coordinates were established by classical geodetic methods
 SU0505.and adjusted by the National Geodetic Survey in July 1992..
 SU0505.No horizontal observational check was made to the station.
 SU0505
 SU0505.The orthometric height was determined by differential leveling
 SU0505.and adjusted by the National Geodetic Survey in June 1991..
 SU0505
 SU0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU0505
 SU0505.The geoid height was determined by GEOID03.
 SU0505
 SU0505.The dynamic height is computed by dividing the NAVD 88
 SU0505.geopotential number by the normal gravity value computed on the
 SU0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0505.degrees latitude (g = 980.6199 gals.).
 SU0505
 SU0505.The modeled gravity was interpolated from observed gravity values.
 SU0505
 SU0505;                    North         East     Units Scale Factor Converg.
 SU0505;SPC ID W     -   643,330.798   804,040.078   MT  0.99993353   +0 02 22.1
 SU0505;SPC MT       -   374,747.701   133,509.937   MT  0.99942260   -4 31 57.7
 SU0505;SPC MT       - 1,229,487.21    438,024.73   iFT  0.99942260   -4 31 57.7
 SU0505;UTM  11      - 5,256,706.233   598,257.741   MT  0.99971865   +0 57 37.8
 SU0505
 SU0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU0505!SPC ID W     -   0.99977651  x   0.99993353  =   0.99971005
 SU0505!SPC MT       -   0.99977651  x   0.99942260  =   0.99919924
 SU0505!UTM  11      -   0.99977651  x   0.99971865  =   0.99949522
 SU0505
 SU0505                          SUPERSEDED SURVEY CONTROL
 SU0505
 SU0505  NAD 83(1986)-  47 27 22.99195(N)    115 41 47.09887(W) AD(       ) 3
 SU0505  NAD 27      -  47 27 23.23349(N)    115 41 43.53973(W) AD(       ) 3
 SU0505  NGVD 29 (??/??/92) 1440.740  (m)         4726.83   (f) ADJ UNCH    2 0
 SU0505
 SU0505.Superseded values are not recommended for survey control.
 SU0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0505.See file dsdata.txt to determine how the superseded data were derived.
 SU0505
 SU0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN9825856706(NAD 83)
 SU0505_MARKER: DR = REFERENCE MARK DISK
 SU0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0505_STAMPING: IDA 90-99 NO 2 1958
 SU0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0505+STABILITY: SURFACE MOTION
 SU0505
 SU0505  HISTORY     - Date     Condition        Report By
 SU0505  HISTORY     - 1958     MONUMENTED       CGS
 SU0505  HISTORY     - 1971     GOOD             NGS
 SU0505
 SU0505                          STATION DESCRIPTION
 SU0505
 SU0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 SU0505'6.3 MI E FROM MULLAN.
 SU0505'THE MARK IS ABOUT 200 FEET NORTHEAST OF THE SKI LODGE AT THE SUMMIT OF
 SU0505'LOOKOUT PASS, AT THE NORTHERN CORNER OF A PROPOSED PARKING AREA, 22.5
 SU0505'FEET NORTHEAST OF TRIANGULATION STATION IDA 90-99, 20.5 FEET EAST OF
 SU0505'THE EAST ONE OF THREE TREES GROWING IN A CLUSTER, ABOUT 7 FEET HIGHER
 SU0505'THAN THE RAILROAD TRACK AND 2 1/2 FEET LOWER THAN THE STATION MARK.
 SU0505'THE MARK IS A REFERENCE MARK DISK SET IN A ROUND CONCRETE POST WHICH
 SU0505'PROJECTS 3 INCHES ON THE NORTH SIDE AND IS FLUSH ON THE SOUTH SIDE.
 SU0505'THE MARK IS ON THE UPPER EDGE OF A 3-FOOT DECLINE TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0509 ***********************************************************************
 SU0509  DESIGNATION -  IDA 90 99 RM 3
 SU0509  PID         -  SU0509
 SU0509  STATE/COUNTY-  ID/SHOSHONE
 SU0509  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0509
 SU0509                         *CURRENT SURVEY CONTROL
 SU0509  ___________________________________________________________________
 SU0509* NAD 83(1986)-  47 27 19.     (N)    115 41 44.     (W)     SCALED    
 SU0509* NAVD 88     -      1439.76   (meters)    4723.6    (feet)  RESET     
 SU0509  ___________________________________________________________________
 SU0509  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 SU0509
 SU0509  VERT ORDER  -  THIRD
 SU0509
 SU0509.The horizontal coordinates were scaled from a topographic map and have
 SU0509.an estimated accuracy of +/- 6 seconds.
 SU0509
 SU0509.The orthometric height was computed from unverified reset data.
 SU0509
 SU0509.The geoid height was determined by GEOID03.
 SU0509
 SU0509;                    North         East    Units  Estimated Accuracy
 SU0509;SPC ID W     -   643,210.      804,110.      MT  (+/- 180 meters Scaled)
 SU0509
 SU0509                          SUPERSEDED SURVEY CONTROL
 SU0509
 SU0509.No superseded survey control is available for this station.
 SU0509
 SU0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN983565(NAD 83)
 SU0509_MARKER: DR = REFERENCE MARK DISK
 SU0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0509_STAMPING: IDA 90-99 1958 NO 3 1971
 SU0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0509+STABILITY: SURFACE MOTION
 SU0509
 SU0509  HISTORY     - Date     Condition        Report By
 SU0509  HISTORY     - 1971     MONUMENTED       NGS
 SU0509
 SU0509                          STATION DESCRIPTION
 SU0509
 SU0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 SU0509'6.3 MI E FROM MULLAN.
 SU0509'THE MARK IS ABOUT 200 FEET NORTHEAST OF THE SKI LODGE AT THE SUMMIT OF
 SU0509'LOOKOUT PASS, ABOUT 200 YARDS NORTH OF THE PRESENT ENTRANCE TO THE SKI
 SU0509'LODGE AND THE PROPOSED INTERCHANGE, BETWEEN THE CENTER AND WESTERN SET
 SU0509'OF RAILROAD TRACKS, (THERE ARE THREE SETS OF TRACKS, 6 RAILS), 5 FEET
 SU0509'NORTH OF THE END OF A RAIL IN THE WESTERN RAIL OF THE CENTER TRACK, 4
 SU0509'FEET WEST OF THE WEST RAIL OF THE CENTER TRACK AND 3 FEET EAST OF THE
 SU0509'EAST RAIL OF THE WESTERN TRACK.  IT IS 75.45 FEET NORTHEAST OF AND
 SU0509'ABOUT 9 1/2 FEET LOWER THAN TRIANGULATION STATION IDA 90-99. THE MARK
 SU0509'IS A REFERENCE MARK DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 1
 SU0509'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1530 ***********************************************************************
 SV1530  DESIGNATION -  IDAHO
 SV1530  PID         -  SV1530
 SV1530  STATE/COUNTY-  ID/BENEWAH
 SV1530  USGS QUAD   -  MISSION MOUNTAIN (1994)
 SV1530
 SV1530                         *CURRENT SURVEY CONTROL
 SV1530  ___________________________________________________________________
 SV1530* NAD 83(1992)-  47 04 00.24827(N)    116 52 59.37113(W)     ADJUSTED  
 SV1530* NAVD 88     -      1259.4    (meters)    4132.     (feet)  VERTCON   
 SV1530  ___________________________________________________________________
 SV1530  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 SV1530  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 SV1530
 SV1530  HORZ ORDER  -  THIRD
 SV1530
 SV1530.The horizontal coordinates were established by classical geodetic methods
 SV1530.and adjusted by the National Geodetic Survey in July 1992..
 SV1530
 SV1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1530
 SV1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1530
 SV1530.The geoid height was determined by GEOID03.
 SV1530
 SV1530;                    North         East     Units Scale Factor Converg.
 SV1530;SPC ID W     -   600,635.759   713,929.993   MT  1.00002435   -0 49 46.9
 SV1530;UTM  11      - 5,212,586.865   508,871.864   MT  0.99960097   +0 05 08.0
 SV1530
 SV1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1530!SPC ID W     -   0.99980546  x   1.00002435  =   0.99982981
 SV1530!UTM  11      -   0.99980546  x   0.99960097  =   0.99940651
 SV1530
 SV1530|---------------------------------------------------------------------|
 SV1530| PID    Reference Object                     Distance      Geod. Az  |
 SV1530|                                                           dddmmss.s |
 SV1530| CH7966 MINERAL RM 2                          4.860 METERS 13604     |
 SV1530| RZ1871 MOSCOW MTN                          APPROX.29.3 KM 1775022.0 |
 SV1530| CH7965 MINERAL RM 1                          4.950 METERS 22542     |
 SV1530|---------------------------------------------------------------------|
 SV1530
 SV1530                          SUPERSEDED SURVEY CONTROL
 SV1530
 SV1530  NAD 83(1986)-  47 04 00.25266(N)    116 52 59.36452(W) AD(       ) 3
 SV1530  NAD 27      -  47 04 00.59168(N)    116 52 55.76302(W) AD(       ) 3
 SV1530  NGVD 29 (07/19/86) 1258.2    (m)         4128.     (f) VERT ANG       
 SV1530
 SV1530.Superseded values are not recommended for survey control.
 SV1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1530.See file dsdata.txt to determine how the superseded data were derived.
 SV1530
 SV1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN0887212587(NAD 83)
 SV1530_MARKER: DD = SURVEY DISK
 SV1530_SETTING: 0 = UNSPECIFIED SETTING
 SV1530
 SV1530  HISTORY     - Date     Condition        Report By
 SV1530  HISTORY     - 1956     MONUMENTED       USGS
 SV1530
 SV1530                          STATION DESCRIPTION
 SV1530
 SV1530'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV1530'LOCATED ABOUT 8 MI ESE. OF FARMINGTON, WA, 7.0 MI SSE. OF TENSED.
 SV1530'ON MINERAL MTN. ALONG RIDGE THAT IS LATAH-BENEWAH COUNTY LINE.
 SV1530'
 SV1530'TO REACH FROM TENSED, DRIVE 10.5 MI S. ON U.S. HWY. 95 TO
 SV1530'WELL-TRAVELED DIRT RD. MARKED SKYLINE DRIVE.  TURN RIGHT 1.2 MI
 SV1530'TO RD. FORKS.  TURN LEFT 2.5 MI.  TAKE RIGHTHAND RD. 1.2 MI TO RD.
 SV1530'FORKS.  MAKE ABRUPT RIGHT TURN AT RD. MARKED MINERAL MTN AND
 SV1530'CONTINUE ABOUT 1.5 MI TO TOP AND STATION.
 SV1530'
 SV1530'STATION MARK--POTLATCH FOREST INC. BRASS CAP
 SV1530'STAMPED---IDAHO 1955---, ON 1 1/2-INCH PIPE CEMENTED IN PLACE
 SV1530'DIRECTLY UNDER CENTER OF 54-FT LOT.
 SV1530'
 SV1530'RM 1--STANDARD RM TABLET STAMPED---NO 1 MINERAL 1956---, CEMENTED
 SV1530'IN SOUTHWEST CONCRETE FOUNDATION OF TOWER.
 SV1530'
 SV1530'RM 2--STANDARD RM TABLET STAMPED---NO 2 MINERAL 1956---, CEMENTED
 SV1530'IN SOUTHEAST CONCRETE FOUNDATION OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ3346 ***********************************************************************
 AJ3346  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ3346  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ3346  DESIGNATION -  IDAHO DOT CORS ARP
 AJ3346  CORS_ID     -  IDTD
 AJ3346  PID         -  AJ3346
 AJ3346  STATE/COUNTY-  ID/ADA
 AJ3346  USGS QUAD   -  EAGLE (1979)
 AJ3346
 AJ3346                         *CURRENT SURVEY CONTROL
 AJ3346  ___________________________________________________________________
 AJ3346* NAD 83(CORS)-  43 39 10.57391(N)    116 17 00.21354(W)     ADJUSTED  
 AJ3346* NAVD 88     -       806.16   (meters)    2644.9    (feet)  GPS OBS   
 AJ3346  ___________________________________________________________________
 AJ3346  EPOCH DATE  -        2002.00
 AJ3346  X           -  -2,047,006.236 (meters)                     COMP
 AJ3346  Y           -  -4,144,826.542 (meters)                     COMP
 AJ3346  Z           -   4,380,816.426 (meters)                     COMP
 AJ3346  ELLIP HEIGHT-         789.20  (meters)          (03/??/02) GPS OBS
 AJ3346  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 AJ3346
 AJ3346  HORZ ORDER  -  SPECIAL (CORS)
 AJ3346  ELLP ORDER  -  SPECIAL (CORS)
 AJ3346
 AJ3346.ITRF positions are available for this station.
 AJ3346.The coordinates were established by GPS observations
 AJ3346.and adjusted by the National Geodetic Survey in March 2002..
 AJ3346.The coordinates are valid at the epoch date displayed above.
 AJ3346.The epoch date for horizontal control is a decimal equivalence
 AJ3346.of Year/Month/Day.
 AJ3346
 AJ3346.The orthometric height was determined by GPS observations and a
 AJ3346.high-resolution geoid model using precise GPS observation and
 AJ3346.processing techniques.
 AJ3346
 AJ3346.The PID for the CORS L1 Phase Center is AJ3347.
 AJ3346
 AJ3346.Photographs are available for this station.
 AJ3346
 AJ3346.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ3346
 AJ3346.The ellipsoidal height was determined by GPS observations
 AJ3346.and is referenced to NAD 83.
 AJ3346
 AJ3346.The geoid height was determined by GEOID03.
 AJ3346
 AJ3346;                    North         East     Units Scale Factor Converg.
 AJ3346;SPC ID W     -   220,770.632   756,972.853   MT  0.99995610   -0 22 05.5
 AJ3346
 AJ3346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3346!SPC ID W     -   0.99987626  x   0.99995610  =   0.99983237
 AJ3346
 AJ3346                          SUPERSEDED SURVEY CONTROL
 AJ3346
 AJ3346  NAD 83(CORS)-  43 39 10.57391(N)    116 17 00.21354(W) AD(1997.00) c
 AJ3346  ELLIP H (06/??/01)  789.20   (m)                       GP(1997.00) c c
 AJ3346
 AJ3346.Superseded values are not recommended for survey control.
 AJ3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3346.See file dsdata.txt to determine how the superseded data were derived.
 AJ3346
 AJ3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5778733576(NAD 83)
 AJ3346_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ3346
 AJ3346                          STATION DESCRIPTION
 AJ3346
 AJ3346'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ3346'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ3346'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ3346'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ3346'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ3346'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ3347 ***********************************************************************
 AJ3347  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ3347  DESIGNATION -  IDAHO DOT CORS L1 PHASE CENTER
 AJ3347  CORS_ID     -  IDTD
 AJ3347  PID         -  AJ3347
 AJ3347  STATE/COUNTY-  ID/ADA
 AJ3347  USGS QUAD   -  EAGLE (1979)
 AJ3347
 AJ3347                         *CURRENT SURVEY CONTROL
 AJ3347  ___________________________________________________________________
 AJ3347* NAD 83(CORS)-  43 39 10.57395(N)    116 17 00.21359(W)     ADJUSTED  
 AJ3347* NAVD 88     -                                                        
 AJ3347  ___________________________________________________________________
 AJ3347  EPOCH DATE  -        2002.00
 AJ3347  X           -  -2,047,006.272 (meters)                     COMP
 AJ3347  Y           -  -4,144,826.612 (meters)                     COMP
 AJ3347  Z           -   4,380,816.503 (meters)                     COMP
 AJ3347  ELLIP HEIGHT-         789.31  (meters)          (03/??/02) GPS OBS
 AJ3347  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 AJ3347
 AJ3347  HORZ ORDER  -  SPECIAL (CORS)
 AJ3347  ELLP ORDER  -  SPECIAL (CORS)
 AJ3347
 AJ3347.ITRF positions are available for this station.
 AJ3347.The coordinates were established by GPS observations
 AJ3347.and adjusted by the National Geodetic Survey in March 2002..
 AJ3347.The coordinates are valid at the epoch date displayed above.
 AJ3347.The epoch date for horizontal control is a decimal equivalence
 AJ3347.of Year/Month/Day.
 AJ3347
 AJ3347
 AJ3347.The PID for the CORS ARP is AJ3346.
 AJ3347
 AJ3347.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ3347
 AJ3347.The ellipsoidal height was determined by GPS observations
 AJ3347.and is referenced to NAD 83.
 AJ3347
 AJ3347.The geoid height was determined by GEOID03.
 AJ3347
 AJ3347;                    North         East     Units Scale Factor Converg.
 AJ3347;SPC ID W     -   220,770.633   756,972.852   MT  0.99995610   -0 22 05.5
 AJ3347
 AJ3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3347!SPC ID W     -   0.99987624  x   0.99995610  =   0.99983235
 AJ3347
 AJ3347                          SUPERSEDED SURVEY CONTROL
 AJ3347
 AJ3347  NAD 83(CORS)-  43 39 10.57396(N)    116 17 00.21359(W) AD(1997.00) c
 AJ3347  ELLIP H (06/??/01)  789.31   (m)                       GP(1997.00) c c
 AJ3347
 AJ3347.Superseded values are not recommended for survey control.
 AJ3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3347.See file dsdata.txt to determine how the superseded data were derived.
 AJ3347
 AJ3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ5778733576(NAD 83)
 AJ3347_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ3347
 AJ3347                          STATION DESCRIPTION
 AJ3347
 AJ3347'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ3347'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ3347'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ3347'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ3347'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ3347'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0795 ***********************************************************************
 OY0795  DESIGNATION -  IDAHO FALLS
 OY0795  PID         -  OY0795
 OY0795  STATE/COUNTY-  ID/BONNEVILLE
 OY0795  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0795
 OY0795                         *CURRENT SURVEY CONTROL
 OY0795  ___________________________________________________________________
 OY0795* NAD 83(1992)-  43 31 14.88476(N)    112 03 31.05173(W)     ADJUSTED  
 OY0795* NAVD 88     -      1442.1    (meters)    4731.     (feet)  VERTCON   
 OY0795  ___________________________________________________________________
 OY0795  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 OY0795  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY0795
 OY0795  HORZ ORDER  -  FIRST
 OY0795
 OY0795.This mark is at Fanning Field Airport (IDA)
 OY0795
 OY0795.The horizontal coordinates were established by classical geodetic methods
 OY0795.and adjusted by the National Geodetic Survey in July 1992..
 OY0795
 OY0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0795
 OY0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0795
 OY0795.The geoid height was determined by GEOID03.
 OY0795
 OY0795;                    North         East     Units Scale Factor Converg.
 OY0795;SPC ID E     -   205,961.072   208,734.552   MT  0.99994831   +0 04 27.8
 OY0795;UTM  12      - 4,819,195.838   414,445.262   MT  0.99969003   -0 43 44.5
 OY0795
 OY0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0795!SPC ID E     -   0.99977574  x   0.99994831  =   0.99972407
 OY0795!UTM  12      -   0.99977574  x   0.99969003  =   0.99946584
 OY0795
 OY0795|---------------------------------------------------------------------|
 OY0795| PID    Reference Object                     Distance      Geod. Az  |
 OY0795|                                                           dddmmss.s |
 OY0795| CN3751 IDAHO FALLS RM 1                      5.625 METERS 04811     |
 OY0795| OX0737 LINCOLN U AND I REFIN CO STACK      APPROX. 7.0 KM 0972937.6 |
 OY0795| OY0816 IDAHO FALLS LATTER DAY STS TWR      APPROX. 2.7 KM 1491817.1 |
 OY0795| OY0817 IDAHO FALLS MUNICIPAL TANK          APPROX. 3.5 KM 1605129.2 |
 OY0795| OY0001 IDA 15 109 A                        APPROX. 2.3 KM 1714302.7 |
 OY0795| OY0767 E 289                                              1765411.1 |
 OY0795| OY0013 IDAHO FALLS 2                        78.896 METERS 28017     |
 OY0795| CN3752 IDAHO FALLS RM 2                      8.036 METERS 32544     |
 OY0795|---------------------------------------------------------------------|
 OY0795
 OY0795                          SUPERSEDED SURVEY CONTROL
 OY0795
 OY0795  NAD 83(1986)-  43 31 14.87669(N)    112 03 31.03835(W) AD(       ) 1
 OY0795  NAD 27      -  43 31 15.18900(N)    112 03 28.13900(W) AD(       ) 1
 OY0795  NGVD 29 (07/19/86) 1441.0    (m)         4728.     (f) VERT ANG       
 OY0795
 OY0795.Superseded values are not recommended for survey control.
 OY0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0795.See file dsdata.txt to determine how the superseded data were derived.
 OY0795
 OY0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1444519196(NAD 83)
 OY0795_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0795_SETTING: 66 = SET IN ROCK OUTCROP
 OY0795
 OY0795  HISTORY     - Date     Condition        Report By
 OY0795  HISTORY     - 1946     MONUMENTED       CGS
 OY0795  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OY0795  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OY0795  HISTORY     - 1963     MARK NOT FOUND   NGS
 OY0795
 OY0795                          STATION DESCRIPTION
 OY0795
 OY0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OY0795'THE STATION IS LOCATED AT THE IDAHO FALLS MUNICIPAL AIRPORT,
 OY0795'ABOUT 1 MILE NORTHWEST OF THE CITY.  THE DISK IS SET FLUSH
 OY0795'IN BEDROCK THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 OY0795'STAMPED IDAHO FALLS 1946.  IT IS AT THE EAST SIDE OF THE
 OY0795'AIRPORT AND 0.3 MILE NORTH BY EAST OF THE ADMINISTRATION
 OY0795'BUILDING.  THE DISK IS SET 237 PACES NORTH OF A ROAD ENTERING THE
 OY0795'FIELD FROM THE EAST, 17 FEET WEST OF THE EAST FENCE OF THE
 OY0795'FIELD AND 107 FEET WEST OF THE WEST RAIL OF A SINGLE
 OY0795'RAILROAD TRACK.  A 4 INCH SQUARE WHITE WITNESS POST PROJECTING
 OY0795'ABOUT 2 FEET IS SET 20 FEET SOUTHEAST OF THE STATION AND
 OY0795'1 FOOT WEST OF THE FENCE LINE.
 OY0795'
 OY0795'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN BEDROCK FLUSH WITH
 OY0795'THE SURFACE OF THE GROUND AND IS STAMPED IDAHO FALLS NO 1 1946.
 OY0795'IT IS NORTHEAST OF THE STATION AND 2 FEET WEST OF THE FENCE
 OY0795'LINE.
 OY0795'
 OY0795'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN BEDROCK FLUSH WITH
 OY0795'THE SURFACE OF THE GROUND AND IS STAMPED IDAHO FALLS NO 2 1946.
 OY0795'IT IS NORTHWEST OF THE STATION AND 29 FEET WEST OF THE FENCE
 OY0795'LINE.
 OY0795'
 OY0795'THE AZIMUTH MARK IS A COAST AND GEODETIC SURVEY BENCH MARK
 OY0795'AND IS ABOUT 0.7 MILE SOUTH OF THE STATION.  IT IS A DISK SET
 OY0795'IN AN 8 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES
 OY0795'AND IS STAMPED E 289 1945.  IT IS IN THE NORTHEAST ANGLE OF
 OY0795'THE JUNCTION OF AN EAST-WEST ROAD AND THE MAIN DRIVE INTO THE
 OY0795'AIRPORT, 3 FEET NORTH OF A FENCE LINE, 20 FEET NORTH OF THE
 OY0795'CENTER OF THE EAST-WEST ROAD, 45 FEET EAST OF THE CENTER OF THE
 OY0795'AIRPORT ROAD AND 6 FEET EAST BY NORTH OF THE END OF THE FENCE
 OY0795'LINE.
 OY0795'
 OY0795'TO REACH THE STATION FROM THE WEST END OF THE SNAKE RIVER
 OY0795'BRIDGE IN IDAHO FALLS GO WEST ON U.S. HIGHWAY NO. 91 FOR 0.1
 OY0795'MILE, THEN TURN RIGHT ON A GRAVEL ROAD AS PER SIGN MUNICIPAL
 OY0795'AIRPORT AND GO NORTH FOR 1.45 MILES.  HERE TURN LEFT ACROSS
 OY0795'RAILROAD TRACK GOING WEST 0.1 MILE TO MAIN DRIVE INTO AIRPORT.
 OY0795'TURN RIGHT AND GO NORTH 0.45 MILE TO THE ADMINISTRATION
 OY0795'BUILDING.  FROM HERE CONTINUE NORTH BY EAST ACROSS COUNTRY FOR
 OY0795'0.3 MILE TO THE STATION NEAR THE FENCE LINE AS DESCRIBED.
 OY0795
 OY0795                          STATION RECOVERY (1948)
 OY0795
 OY0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GBG)
 OY0795'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 OY0795
 OY0795                          STATION RECOVERY (1959)
 OY0795
 OY0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0795'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED, FOUND
 OY0795'TO BE IN GOOD CONDITION AND AS DESCRIBED IN 1946.  THE AZIMUTH
 OY0795'MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 OY0795'
 OY0795'THE 1946 ROUTE TO THE STATION WAS FOUND TO BE ADEQUATE.
 OY0795'
 OY0795'THE STATION IS IN THE CONFINES OF THE PROPOSED INTERSTATE HIGHWAY
 OY0795'AND WILL BE DESTROYED WHEN CONSTRUCTION BEGINS IN THIS AREA.
 OY0795
 OY0795                          STATION RECOVERY (1963)
 OY0795
 OY0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OY0795'NOT RECOVERED.  NEW INTERSTATE HIGHWAY
 OY0795'BUILT OVER LOCATED OF STATION.  THE STATION WAS DESTROYED BY
 OY0795'EXCAVATION.
 OY0795'
 OY0795'STATION MARK--THE DISK IS SET FLUSH IN BEDROCK THAT IS FLUSH WITH
 OY0795'THE SURFACE OF THE GROUND AND STAMPED---IDAHO FALLS 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0013 ***********************************************************************
 OY0013  CBN         -  This is a Cooperative Base Network Control Station.
 OY0013  DESIGNATION -  IDAHO FALLS 2
 OY0013  PID         -  OY0013
 OY0013  STATE/COUNTY-  ID/BONNEVILLE
 OY0013  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0013
 OY0013                         *CURRENT SURVEY CONTROL
 OY0013  ___________________________________________________________________
 OY0013* NAD 83(1999)-  43 31 15.34010(N)    112 03 34.50681(W)     ADJUSTED  
 OY0013* NAVD 88     -      1442.520  (meters)    4732.67   (feet)  ADJUSTED  
 OY0013  ___________________________________________________________________
 OY0013  X           -  -1,740,142.270 (meters)                     COMP
 OY0013  Y           -  -4,294,140.513 (meters)                     COMP
 OY0013  Z           -   4,370,633.357 (meters)                     COMP
 OY0013  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 OY0013  ELLIP HEIGHT-        1430.82  (meters)          (04/16/01) GPS OBS
 OY0013  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY0013  DYNAMIC HT  -        1441.761 (meters)    4730.18  (feet)  COMP
 OY0013  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 OY0013
 OY0013  HORZ ORDER  -  B
 OY0013  VERT ORDER  -  FIRST     CLASS II
 OY0013  ELLP ORDER  -  FOURTH    CLASS II
 OY0013
 OY0013.This mark is at Fanning Field Airport (IDA)
 OY0013
 OY0013.The horizontal coordinates were established by GPS observations
 OY0013.and adjusted by the National Geodetic Survey in April 2001..
 OY0013.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OY0013.DATUM ITEM on the data sheet items page.
 OY0013
 OY0013.The orthometric height was determined by differential leveling
 OY0013.and adjusted by the National Geodetic Survey in June 1991..
 OY0013.WARNING-Repeat measurements at this control monument indicate possible
 OY0013.vertical movement.
 OY0013
 OY0013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OY0013
 OY0013.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0013
 OY0013.The ellipsoidal height was determined by GPS observations
 OY0013.and is referenced to NAD 83.
 OY0013
 OY0013.The geoid height was determined by GEOID03.
 OY0013
 OY0013.The dynamic height is computed by dividing the NAVD 88
 OY0013.geopotential number by the normal gravity value computed on the
 OY0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0013.degrees latitude (g = 980.6199 gals.).
 OY0013
 OY0013.The modeled gravity was interpolated from observed gravity values.
 OY0013
 OY0013;                    North         East     Units Scale Factor Converg.
 OY0013;SPC ID E     -   205,975.024   208,656.944   MT  0.99994829   +0 04 25.5
 OY0013;UTM  12      - 4,819,210.873   414,367.877   MT  0.99969020   -0 43 46.9
 OY0013
 OY0013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0013!SPC ID E     -   0.99977568  x   0.99994829  =   0.99972398
 OY0013!UTM  12      -   0.99977568  x   0.99969020  =   0.99946595
 OY0013
 OY0013|---------------------------------------------------------------------|
 OY0013| PID    Reference Object                     Distance      Geod. Az  |
 OY0013|                                                           dddmmss.s |
 OY0013| OY0014 IDAHO FALLS 2 RM 1                   23.870 METERS 00801     |
 OY0013| OY0795 IDAHO FALLS                          78.896 METERS 10017     |
 OY0013| OY0012 IDAHO FALLS 2 RM 2                   27.915 METERS 14852     |
 OY0013| OY0817 IDAHO FALLS MUNICIPAL TANK          APPROX. 3.5 KM 1594414.9 |
 OY0013|---------------------------------------------------------------------|
 OY0013
 OY0013                          SUPERSEDED SURVEY CONTROL
 OY0013
 OY0013  NAD 83(1992)-  43 31 15.33927(N)    112 03 34.50542(W) AD(       ) B
 OY0013  ELLIP H (01/22/97) 1430.93   (m)                       GP(       ) 4 1
 OY0013  NAD 83(1992)-  43 31 15.34114(N)    112 03 34.50890(W) AD(       ) 2
 OY0013  NAD 83(1986)-  43 31 15.33300(N)    112 03 34.49499(W) AD(       ) 2
 OY0013  NAD 27      -  43 31 15.64500(N)    112 03 31.59610(W) AD(       ) 2
 OY0013  NAVD 88 (01/29/98) 1442.52   (m)         4732.7    (f) LEVELING    3  
 OY0013  NAVD 88 (01/22/97) 1442.52   (m)         4732.7    (f) LEVELING    3  
 OY0013  NGVD 29 (08/20/92) 1441.440  (m)         4729.12   (f) ADJUSTED    1 2
 OY0013
 OY0013.Superseded values are not recommended for survey control.
 OY0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0013.See file dsdata.txt to determine how the superseded data were derived.
 OY0013
 OY0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1436819211(NAD 83)
 OY0013_MARKER: DS = TRIANGULATION STATION DISK
 OY0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0013_SP_SET: CONCRETE POST
 OY0013_STAMPING: IDAHO FALLS 2 1959
 OY0013_MARK LOGO: CGS   
 OY0013_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0013+STABILITY: SURFACE MOTION
 OY0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0013+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1996
 OY0013
 OY0013  HISTORY     - Date     Condition        Report By
 OY0013  HISTORY     - 1959     MONUMENTED       CGS
 OY0013  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OY0013  HISTORY     - 1965     SEE DESCRIPTION  ID0790
 OY0013  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OY0013  HISTORY     - 1970     SEE DESCRIPTION  NGS
 OY0013  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OY0013  HISTORY     - 1971     GOOD             NGS
 OY0013  HISTORY     - 1978     GOOD             LOCSUR
 OY0013  HISTORY     - 1979     GOOD             NGS
 OY0013  HISTORY     - 1983     GOOD             NGS
 OY0013  HISTORY     - 19920702 GOOD             NGS
 OY0013  HISTORY     - 19960826 GOOD             NGS
 OY0013
 OY0013                          STATION DESCRIPTION
 OY0013
 OY0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0013'STATION ESTABLISHED TO SUPPLEMENT IDAHO FALLS 1946 WHICH
 OY0013'WILL WITH ITS REFERENCE MARKS BE DESTROYED IN HIGHWAY CONSTRUCTION.
 OY0013'THE STATION IS SITUATED ON THE RESERVATION OF THE IDAHO FALLS
 OY0013'MUNICIPAL AIRPORT (FANNING FIELD), ABOUT 1/4 MILE NORTHWARD
 OY0013'OF THE PRESENT AIRPORT DEPOT (A NEW ADMINISTRATION BUILDING
 OY0013'BEING BUILT ON THE WEST SIDE OF THE AIRPORT), ABOUT 270 FEET
 OY0013'WEST OF THE EAST BOUNDARY FENCE ALONG THE RAILROAD TRACKS, AND
 OY0013'WILL BE ABOUT ALONG THE WEST RIGHT OF WAY ON THE CONTEMPLATED
 OY0013'INTERSTATE HIGHWAY.
 OY0013'
 OY0013'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS, STAMPED IDAHO
 OY0013'FALLS 2 1959, WITH THE REFERENCE MARKS FURTHER STAMPED NO 1,
 OY0013'AND NO 2 RESPECTIVELY, EACH SET IN A SQUARE TOPPED CONCRETE
 OY0013'POST.  THE UNDERGROUND MARK IS SET IN THE BEDROCK ABOUT 3 FEET
 OY0013'BELOW THE GROUND SURFACE.  NOTE--R.M. 2 IS SET IN CYLINDRICAL
 OY0013'TOPPED POST.
 OY0013'
 OY0013'TO REACH FROM IDAHO FALLS AT THE HIGHWAY BRIDGE CROSSING THE
 OY0013'SNAKE RIVER ON BROADWAY, GOING WEST CONTINUE 0.1 MILE FROM THE
 OY0013'WESTWARD END OF BRIDGE, WHEN TURN RIGHT AND GO NORTH FOR 1.35
 OY0013'MILES, THENCE TURN LEFT CROSSING RAILROAD TRACKS, AND AT 0.1
 OY0013'MILE TURN RIGHT, NORTH, TOWARDS HANGERS FOR 0.45 MILE TO PRESENT
 OY0013'TICKET OFFICES AND ADMINISTRATION BUILDING, CONTINUE ROADS
 OY0013'NORTHERLY ALONG EASTWARD SIDE OF BUILDINGS FOR 0.3 MILES TO
 OY0013'STATION, ABOUT 150 FEET NORTH OF NORTHEAST CORNER OF THE MOST
 OY0013'NORTHERLY HANGAR AND 4 FEET SOUTH OF A METAL WITNESS POST
 OY0013'WITH SIGN ATTACHED.
 OY0013
 OY0013                          STATION RECOVERY (1963)
 OY0013
 OY0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 OY0013'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 OY0013'CONDITION.
 OY0013
 OY0013                          STATION RECOVERY (1965)
 OY0013
 OY0013'RECOVERY NOTE BY CITY OF IDAHO FALLS IDAHO 1965 (GRC)
 OY0013'SINCE CONSTRUCTION OF INTERSTATE HIGHWAY, THE ROUTE TO STATION
 OY0013'MARKER IS CHANGED.  THE DESCRIPTION OF ROUTE SHOULD BE CHANGED
 OY0013'TO FIT EXISTING CONDITIONS.
 OY0013'
 OY0013'TO REACH FROM BROADWAY AND SKYLINE DRIVE ON THE WEST SIDE OF
 OY0013'IDAHO FALLS IDAHO, DRIVE NORTH 1.0 MILE, TURN RIGHT (EAST) FOR .3
 OY0013'MILE, TURN LEFT (NORTH) FOR .45 MILE PAST LOG AIRPORT AVIATION
 OY0013'CENTER BUILDING, PROCEED THROUGH GATE TO HANGAR AREA, TURN LEFT
 OY0013'(WEST) 150 FEET, TURN RIGHT (NORTH) AND CONTINUE NORTH ALONG
 OY0013'WEST SIDE OF HANGARS ABOUT 250 FEET PAST NORTH HANGAR TO STATION
 OY0013'MARK WHICH IS ABOUT 20 FEET EAST OF WEST LINE OF HANGARS.
 OY0013
 OY0013                          STATION RECOVERY (1967)
 OY0013
 OY0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 OY0013'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OY0013'CONDITION AND LEVELED OVER.
 OY0013'
 OY0013'TO REACH FORM THE CROSSING OF BROADWAY STREET AND THE UNION
 OY0013'PACIFIC RAILROAD AT IDAHO FALLS, GO 1.8 MILES NORTH ALONG THE
 OY0013'RAILROAD, THENCE 0.1 MILE ACROSS COUNTRY.
 OY0013'
 OY0013'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 OY0013'IDAHO FALLS 2 1959.  AT THE EAST SIDE OF FANNING FIELD, 0.25
 OY0013'MILE NORTH OF A BEACON LIGHT TOWER AND REEDER AIR SERVICE
 OY0013'BUILDING, 97.6 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE FOR
 OY0013'INTERSTATE HIGHWAY 15, 5.7 FEET SOUTH OF A WITNESS POST.  IN THE
 OY0013'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 OY0013'
 OY0013'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED IDAHO FALLS
 OY0013'2 NO 1 1959.  78.32 FEET NORTH OF THE STATION, IN A CONCRETE
 OY0013'POST FLUSH WITH THE GROUND.
 OY0013'
 OY0013'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED, IDAHO FALLS
 OY0013'2 NO 2 1959.  91.53 FEET SOUTH-SOUTHEAST OF THE STATION, IN THE
 OY0013'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OY0013'
 OY0013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.9 MILES
 OY0013'NORTH OF IDAHO FALLS.
 OY0013
 OY0013                          STATION RECOVERY (1970)
 OY0013
 OY0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 OY0013'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 OY0013'DESCRIBED AND IN GOOD CONDITION.
 OY0013'
 OY0013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX.
 OY0013'2 MILES NORTHWEST OF IDAHO FALLS
 OY0013
 OY0013                          STATION RECOVERY (1971)
 OY0013
 OY0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OY0013'THE STATION MARK, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 OY0013'GOOD CONDITION.  LAND MARKS HAVE CHANGED.  A NEW AND COMPLETE
 OY0013'DESCRIPTION FOLLOWS.
 OY0013'
 OY0013'THE STATION IS AT THE IDAHO FALLS MUNICIPAL AIRPORT.
 OY0013'
 OY0013'TO REACH THE STATION FROM THE IDAHO FALLS POST OFFICE GO SOUTH
 OY0013'ON PARK AVENUE FOR 0.2 MILE TO BROADWAY STREET, TURN RIGHT, AND
 OY0013'GO WEST ON BROADWAY STREET FOR 0.7 MILE TO INTERSTATE 15, TURN
 OY0013'RIGHT, AND GO NORTH ON INTERSTATE 15 FOR 0.5 MILE TO THE EXIT FOR
 OY0013'THE AIRTERMINAL, TURN LEFT, AND GO WEST ON GRANDVIEW AVENUE FOR
 OY0013'0.4 MILE TO SKYLINE DRIVE, TURN RIGHT, AND GO NORTH ON SKYLINE
 OY0013'DRIVE FOR 0.5 MILE TO SOUTH AIRPORT ROAD, TURN RIGHT, AND GO
 OY0013'EAST ON SOUTH AIRPORT ROAD FOR 0.2 MILE TO FOOT DRIVE AT A T
 OY0013'INTERSECTION.  TURN LEFT, AND GO NORTH ON FOOTE DRIVE, PASSING TO THE
 OY0013'EAST OF THE BEACON, PASS THRU AN OPENING IN THE FENCE,
 OY0013'AROUND THE END OF A HANGAR, AND CONTINUE NORTH ON THE EAST SIDE
 OY0013'OF SOME HANGARS FOR A TOTAL DISTANCE OF 0.7 MILE TO THE
 OY0013'STATION.
 OY0013'
 OY0013'THE STATION MARK, STAMPED IDAHO FALLS 2 1959, IS A STANDARD
 OY0013'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OY0013'2 INCHES, 200 FEET NORTH OF THE NORTHERNMOST HANGAR, 97 FEET
 OY0013'WEST OF THE WEST RIGHT-OF-WAY FENCE FOR INTERSTATE 15, AND 6
 OY0013'FEET SOUTHWEST OF A METAL WITNESS POST.  (NOTE 1A AND 7A)
 OY0013'
 OY0013'REFERENCE MARK NO. 1, STAMPED IDAHO FALLS 2 NO 1 1959, IS A
 OY0013'STANDARD DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OY0013'IS FLUSH, 72 FEET NORTH-NORTHEAST OF THE WITNESS POST, AND 70
 OY0013'FEET WEST OF THE WEST RIGHT-OF-WAY FENCE FOR INTERSTATE 15.
 OY0013'(NOTE 11A)
 OY0013'
 OY0013'REFERENCE MARK NO. 2, STAMPED IDAHO FALLS 2 NO 2 1959, IS A
 OY0013'STANDARD DISK SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS
 OY0013'12-INCHES IN DIAMETER, AND FLUSH WITH THE GROUND, 130 FEET
 OY0013'NORTHEAST OF THE NORTHERNMOST HANGAR, 96 FEET SOUTHEAST OF THE
 OY0013'WITNESS POST, AND 66 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE
 OY0013'FOR INTERSTATE 15.  (NOTE 11B)
 OY0013'
 OY0013'TRIANGULATION STATION IDA 15-111 1959 MAY BE USED FOR THE
 OY0013'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 OY0013'
 OY0013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 OY0013'NORTH-NORTHWEST OF IDAHO FALLS
 OY0013
 OY0013                          STATION RECOVERY (1971)
 OY0013
 OY0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OY0013'3 MI NNE FROM IDAHO FALLS.
 OY0013'AT THE IDAHO FALLS MUNICIPAL AIRPORT, 200 FEET NORTH OF THE
 OY0013'NORTHERNMOST HANGAR, 97 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE OF
 OY0013'INTERSTATE 15, 78.31 FEET SOUTH-SOUTHWEST OF REFERENCE MARK NO. 1, AND
 OY0013'6 FEET SOUTHWEST OF A METAL WITNESS POST SET IN A 12-INCH SQUARE
 OY0013'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 OY0013
 OY0013                          STATION RECOVERY (1978)
 OY0013
 OY0013'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0013'RECOVERED IN GOOD CONDITION.
 OY0013
 OY0013                          STATION RECOVERY (1979)
 OY0013
 OY0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 OY0013'STATION, REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED IN GOOD
 OY0013'CONDITION.
 OY0013'
 OY0013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT IDAHO FALLS
 OY0013'AIRPORT (FANNING FIELD).
 OY0013
 OY0013                          STATION RECOVERY (1983)
 OY0013
 OY0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 OY0013'STATION, AND REFERENCE MARK RECOVERED AS DESCRIBED.
 OY0013'
 OY0013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FANNING FIELD
 OY0013'(IDAHO FALLS MUNICIPAL AIRPORT).
 OY0013
 OY0013                          STATION RECOVERY (1992)
 OY0013
 OY0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0013'1.9 KM (1.20 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 15 FROM THE
 OY0013'JUNCTION OF U.S. HIGHWAY 20 (EXIT 119) IN IDAHO FALLS, 50.8 M (166.7
 OY0013'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 OY0013'44.9 M (147.3 FT) NORTH OF THE NORTHEAST CORNER OF A METAL HANGAR AT
 OY0013'THE IDAHO FALLS MUNICIPAL AIRPORT, 29.9 M (98.1 FT) SOUTH-SOUTHWEST
 OY0013'OF REFERENCE MARK 1, 29.8 M (97.8 FT) WEST OF A FENCE, 28.0 M (91.9
 OY0013'FT) NORTHWEST OF REFERENCE MARK 2, 1.7 M (5.6 FT) SOUTH OF A WITNESS
 OY0013'POST, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 OY0013'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OY0013
 OY0013                          STATION RECOVERY (1996)
 OY0013
 OY0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 OY0013'THE STATION IS 4 MI (6.4 KM) NORTHWEST OF IDAHO FALLS AT THE IDAHO
 OY0013'FALLS MUNICIPAL AIRPORT BETWEEN THE TAXIWAY AND RUNWAY 2-20.
 OY0013'OWNERSHIP--CITY OF IDAHO FALLS--2140 N SKYLINE DRIVE, IDAHO FALLS,
 OY0013'IDAHO 83402.  THE POINT OF CONTACT AT THE TIME OF RECOVERY WAS THE
 OY0013'AIRPORT MANAGER--MR.  JAMES THORSEN, PHONE 208-529-1224.
 OY0013'NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING THE AIRPORT.  TO
 OY0013'REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 OY0013'HIGHWAY 15 AND U.S.  HIGHWAY 20 (GRANDVIEW DRIVE-I15 EXIT 119) IN
 OY0013'IDAHO FALLS, TAKE GRANDVIEW DRIVE WEST FOR 0.4 MI (0.6 KM) TO SKYLINE
 OY0013'DRIVE.  TURN RIGHT ON SKYLINE DRIVE AND PROCEED NORTH FOR 0.5 MI (0.8
 OY0013'KM) TO INTERNATIONAL WAY.  TURN LEFT ON INTERNATIONAL WAY AND PROCEED
 OY0013'NORTHWEST FOR 0.3 MI (0.5 KM) TO A TURN RIGHT.  TURN RIGHT AND GO 0.25
 OY0013'MI (0.40 KM) TO THE AIRPORT EMPLOYEE PARKING LOT ON THE RIGHT AND A
 OY0013'GATE STRAIGHT AHEAD.  PASS THROUGH GATE AND TURN LEFT (NORTHWEST) FOR
 OY0013'0.05 MI (0.08 KM) TO TAXIWAY A.  TURN RIGHT ON TAXIWAY A AND PROCEED
 OY0013'NORTHEAST FOR 0.2 MI (0.3 KM) TO TAXIWAY C. TURN RIGHT ON TAXIWAY C
 OY0013'AND GO EAST FOR 0.3 MI (0.5 KM) CROSSING RUNWAY 17-35 THEN TURN LEFT
 OY0013'AND PROCEED NORTHEAST ON APRON FOR 0.25 MI (0.40 KM) TO THE STATION ON
 OY0013'THE RIGHT.  DESCRIBED BY J.E.  DUNFORD III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0014 ***********************************************************************
 OY0014  DESIGNATION -  IDAHO FALLS 2 RM 1
 OY0014  PID         -  OY0014
 OY0014  STATE/COUNTY-  ID/BONNEVILLE
 OY0014  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0014
 OY0014                         *CURRENT SURVEY CONTROL
 OY0014  ___________________________________________________________________
 OY0014* NAD 83(1986)-  43 31 15.     (N)    112 03 34.     (W)     SCALED    
 OY0014* NAVD 88     -      1442.244  (meters)    4731.76   (feet)  ADJUSTED  
 OY0014  ___________________________________________________________________
 OY0014  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY0014  DYNAMIC HT  -        1441.485 (meters)    4729.27  (feet)  COMP
 OY0014  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 OY0014
 OY0014  VERT ORDER  -  FIRST     CLASS II
 OY0014
 OY0014.This mark is at Fanning Field Airport (IDA)
 OY0014
 OY0014.The horizontal coordinates were scaled from a topographic map and have
 OY0014.an estimated accuracy of +/- 6 seconds.
 OY0014
 OY0014.The orthometric height was determined by differential leveling
 OY0014.and adjusted by the National Geodetic Survey in December 1992..
 OY0014
 OY0014.The geoid height was determined by GEOID03.
 OY0014
 OY0014.The dynamic height is computed by dividing the NAVD 88
 OY0014.geopotential number by the normal gravity value computed on the
 OY0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0014.degrees latitude (g = 980.6199 gals.).
 OY0014
 OY0014.The modeled gravity was interpolated from observed gravity values.
 OY0014
 OY0014;                    North         East    Units  Estimated Accuracy
 OY0014;SPC ID E     -   205,970.      208,670.      MT  (+/- 180 meters Scaled)
 OY0014
 OY0014                          SUPERSEDED SURVEY CONTROL
 OY0014
 OY0014  NAVD 88 (06/15/91) 1442.245  (m)         4731.77   (f) UNKNOWN     1 2
 OY0014  NGVD 29 (08/20/92) 1441.164  (m)         4728.22   (f) ADJUSTED    1 2
 OY0014
 OY0014.Superseded values are not recommended for survey control.
 OY0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0014.See file dsdata.txt to determine how the superseded data were derived.
 OY0014
 OY0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP143192(NAD 83)
 OY0014_MARKER: DR = REFERENCE MARK DISK
 OY0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0014_SP_SET: CONCRETE POST
 OY0014_STAMPING: IDAHO FALLS 2 NO 1 1959
 OY0014_MARK LOGO: CGS   
 OY0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0014+STABILITY: SURFACE MOTION
 OY0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0014+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1992
 OY0014
 OY0014  HISTORY     - Date     Condition        Report By
 OY0014  HISTORY     - 1959     MONUMENTED       CGS
 OY0014  HISTORY     - 1971     GOOD             NGS
 OY0014  HISTORY     - 1978     GOOD             LOCSUR
 OY0014  HISTORY     - 19920702 GOOD             NGS
 OY0014
 OY0014                          STATION DESCRIPTION
 OY0014
 OY0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OY0014'3 MI NNW FROM IDAHO FALLS.
 OY0014'AT THE IDAHO FALLS MUNICIPAL AIRPORT, 275 FEET NORTH OF THE
 OY0014'NORTHERNMOST HANGAR, 78.31 FEET NORTH-NORTHEAST OF TRIANGULATION
 OY0014'STATION IDAHO FALLS 2 1959, AND 70 FEET WEST OF THE WEST RIGHT-OF-WAY
 OY0014'FENCE OF INTERSTATE 15 SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OY0014'IS FLUSH.
 OY0014
 OY0014                          STATION RECOVERY (1978)
 OY0014
 OY0014'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0014'RECOVERED IN GOOD CONDITION.
 OY0014
 OY0014                          STATION RECOVERY (1992)
 OY0014
 OY0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0014'1.9 KM (1.20 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 15 FROM THE
 OY0014'JUNCTION OF U.S. HIGHWAY 20 (EXIT 119) IN IDAHO FALLS, 68.0 M (223.1
 OY0014'FT) NORTH OF THE NORTHEAST CORNER OF A METAL HANGAR, 42.7 M (140.1
 OY0014'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 OY0014'29.9 M (98.1 FT) NORTH-NORTHEAST OF TRIANGULATION STATION IDAHO FALLS
 OY0014'2, 21.7 M (71.2 FT) WEST OF A FENCE, 1.2 M (3.9 FT) ABOVE THE LEVEL
 OY0014'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0012 ***********************************************************************
 OY0012  DESIGNATION -  IDAHO FALLS 2 RM 2
 OY0012  PID         -  OY0012
 OY0012  STATE/COUNTY-  ID/BONNEVILLE
 OY0012  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0012
 OY0012                         *CURRENT SURVEY CONTROL
 OY0012  ___________________________________________________________________
 OY0012* NAD 83(1986)-  43 31 15.     (N)    112 03 34.     (W)     SCALED    
 OY0012* NAVD 88     -      1442.366  (meters)    4732.16   (feet)  ADJUSTED  
 OY0012  ___________________________________________________________________
 OY0012  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY0012  DYNAMIC HT  -        1441.607 (meters)    4729.67  (feet)  COMP
 OY0012  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 OY0012
 OY0012  VERT ORDER  -  FIRST     CLASS II
 OY0012
 OY0012.This mark is at Fanning Field Airport (IDA)
 OY0012
 OY0012.The horizontal coordinates were scaled from a topographic map and have
 OY0012.an estimated accuracy of +/- 6 seconds.
 OY0012
 OY0012.The orthometric height was determined by differential leveling
 OY0012.and adjusted by the National Geodetic Survey in June 1991..
 OY0012
 OY0012.The geoid height was determined by GEOID03.
 OY0012
 OY0012.The dynamic height is computed by dividing the NAVD 88
 OY0012.geopotential number by the normal gravity value computed on the
 OY0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0012.degrees latitude (g = 980.6199 gals.).
 OY0012
 OY0012.The modeled gravity was interpolated from observed gravity values.
 OY0012
 OY0012;                    North         East    Units  Estimated Accuracy
 OY0012;SPC ID E     -   205,970.      208,670.      MT  (+/- 180 meters Scaled)
 OY0012
 OY0012                          SUPERSEDED SURVEY CONTROL
 OY0012
 OY0012  NGVD 29 (08/20/92) 1441.285  (m)         4728.62   (f) ADJUSTED    1 2
 OY0012
 OY0012.Superseded values are not recommended for survey control.
 OY0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0012.See file dsdata.txt to determine how the superseded data were derived.
 OY0012
 OY0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP143192(NAD 83)
 OY0012_MARKER: DR = REFERENCE MARK DISK
 OY0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0012_SP_SET: CONCRETE POST
 OY0012_STAMPING: IDAHO FALLS 2 NO 2 1959
 OY0012_MARK LOGO: CGS   
 OY0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0012+STABILITY: SURFACE MOTION
 OY0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0012+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1992
 OY0012
 OY0012  HISTORY     - Date     Condition        Report By
 OY0012  HISTORY     - 1959     MONUMENTED       CGS
 OY0012  HISTORY     - 1971     GOOD             NGS
 OY0012  HISTORY     - 1978     GOOD             LOCSUR
 OY0012  HISTORY     - 19920702 GOOD             NGS
 OY0012
 OY0012                          STATION DESCRIPTION
 OY0012
 OY0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OY0012'3 MI NNW FROM IDAHO FALLS.
 OY0012'AT THE IDAHO FALLS MUNICIPAL AIRPORT, 130 FEET NORTHEAST OF THE
 OY0012'NORTHERNMOST HANGAR, 91.58 FEET SOUTHEAST OF TRIANGULATION STATION
 OY0012'IDAHO FALLS 2 1959, AND 66 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE OF
 OY0012'INTERSTATE 15 SET IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES
 OY0012'IN DIAMETER, AND FLUSH WITH THE GROUND.
 OY0012
 OY0012                          STATION RECOVERY (1978)
 OY0012
 OY0012'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0012'RECOVERED IN GOOD CONDITION.
 OY0012
 OY0012                          STATION RECOVERY (1992)
 OY0012
 OY0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0012'1.9 KM (1.20 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 15 FROM THE
 OY0012'JUNCTION OF U.S. HIGHWAY 20 (EXIT 119) IN IDAHO FALLS, 41.1 M (134.8
 OY0012'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 OY0012'28.1 M (92.2 FT) SOUTHEAST OF TRIANGULATION STATION IDAHO FALLS 2,
 OY0012'21.2 M (69.6 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A METAL
 OY0012'HANGAR, 20.1 M (65.9 FT) WEST OF A FENCE, 1.2 M (3.9 FT) ABOVE THE
 OY0012'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 OY0012'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH9005 ***********************************************************************
 DH9005  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9005  DESIGNATION -  IDAHO FALLS CORS ARP
 DH9005  CORS_ID     -  IDBB
 DH9005  PID         -  DH9005
 DH9005  STATE/COUNTY-  ID/BONNEVILLE
 DH9005  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 DH9005
 DH9005                         *CURRENT SURVEY CONTROL
 DH9005  ___________________________________________________________________
 DH9005* NAD 83(CORS)-  43 28 53.85677(N)    112 02 29.72250(W)     ADJUSTED  
 DH9005* NAVD 88     -                                                        
 DH9005  ___________________________________________________________________
 DH9005  EPOCH DATE  -        2002.00
 DH9005  X           -  -1,739,921.018 (meters)                     COMP
 DH9005  Y           -  -4,297,471.816 (meters)                     COMP
 DH9005  Z           -   4,367,463.674 (meters)                     COMP
 DH9005  ELLIP HEIGHT-        1428.29  (meters)          (03/??/06) GPS OBS
 DH9005  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 DH9005
 DH9005  HORZ ORDER  -  SPECIAL (CORS)
 DH9005  ELLP ORDER  -  SPECIAL (CORS)
 DH9005
 DH9005.ITRF positions are available for this station.
 DH9005.The coordinates were established by GPS observations
 DH9005.and adjusted by the National Geodetic Survey in March 2006..
 DH9005.The coordinates are valid at the epoch date displayed above.
 DH9005.The epoch date for horizontal control is a decimal equivalence
 DH9005.of Year/Month/Day.
 DH9005
 DH9005
 DH9005.The PID for the CORS L1 Phase Center is DH9006.
 DH9005
 DH9005.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9005
 DH9005.The ellipsoidal height was determined by GPS observations
 DH9005.and is referenced to NAD 83.
 DH9005
 DH9005.The geoid height was determined by GEOID03.
 DH9005
 DH9005;                    North         East     Units Scale Factor Converg.
 DH9005;SPC ID E     -   201,610.851   210,118.354   MT  0.99994863   +0 05 09.8
 DH9005
 DH9005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9005!SPC ID E     -   0.99977607  x   0.99994863  =   0.99972471
 DH9005
 DH9005                          SUPERSEDED SURVEY CONTROL
 DH9005
 DH9005.No superseded survey control is available for this station.
 DH9005
 DH9005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1576814828(NAD 83)
 DH9005_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH9005
 DH9005                          STATION DESCRIPTION
 DH9005
 DH9005'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH9005'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9005'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9005'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9005'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9005'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DI1069 ***********************************************************************
 DI1069  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1069  DESIGNATION -  IDAHO FALLS CORS ARP
 DI1069  CORS_ID     -  IDIF
 DI1069  PID         -  DI1069
 DI1069  STATE/COUNTY-  ID/BONNEVILLE
 DI1069  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 DI1069
 DI1069                         *CURRENT SURVEY CONTROL
 DI1069  ___________________________________________________________________
 DI1069* NAD 83(CORS)-  43 31 06.88209(N)    112 03 07.15379(W)     ADJUSTED  
 DI1069* NAVD 88     -                                                        
 DI1069  ___________________________________________________________________
 DI1069  EPOCH DATE  -        2002.00
 DI1069  X           -  -1,739,642.458 (meters)                     COMP
 DI1069  Y           -  -4,294,543.189 (meters)                     COMP
 DI1069  Z           -   4,370,449.478 (meters)                     COMP
 DI1069  ELLIP HEIGHT-        1438.73  (meters)          (08/??/06) GPS OBS
 DI1069  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 DI1069
 DI1069  HORZ ORDER  -  SPECIAL (CORS)
 DI1069  ELLP ORDER  -  SPECIAL (CORS)
 DI1069
 DI1069.ITRF positions are available for this station.
 DI1069.The coordinates were established by GPS observations
 DI1069.and adjusted by the National Geodetic Survey in August 2006..
 DI1069.The coordinates are valid at the epoch date displayed above.
 DI1069.The epoch date for horizontal control is a decimal equivalence
 DI1069.of Year/Month/Day.
 DI1069
 DI1069
 DI1069.The PID for the CORS L1 Phase Center is DI1070.
 DI1069
 DI1069.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1069
 DI1069.The ellipsoidal height was determined by GPS observations
 DI1069.and is referenced to NAD 83.
 DI1069
 DI1069.The geoid height was determined by GEOID03.
 DI1069
 DI1069;                    North         East     Units Scale Factor Converg.
 DI1069;SPC ID E     -   205,714.826   209,271.565   MT  0.99994843   +0 04 44.3
 DI1069
 DI1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1069!SPC ID E     -   0.99977444  x   0.99994843  =   0.99972288
 DI1069
 DI1069                          SUPERSEDED SURVEY CONTROL
 DI1069
 DI1069.No superseded survey control is available for this station.
 DI1069
 DI1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1497918942(NAD 83)
 DI1069_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1069
 DI1069                          STATION DESCRIPTION
 DI1069
 DI1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1069'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1069'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1069'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1069'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1069'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH9006 ***********************************************************************
 DH9006  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9006  DESIGNATION -  IDAHO FALLS CORS L1 PHASE CENTER
 DH9006  CORS_ID     -  IDBB
 DH9006  PID         -  DH9006
 DH9006  STATE/COUNTY-  ID/BONNEVILLE
 DH9006  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 DH9006
 DH9006                         *CURRENT SURVEY CONTROL
 DH9006  ___________________________________________________________________
 DH9006* NAD 83(CORS)-  43 28 53.85686(N)    112 02 29.72253(W)     ADJUSTED  
 DH9006* NAVD 88     -                                                        
 DH9006  ___________________________________________________________________
 DH9006  EPOCH DATE  -        2002.00
 DH9006  X           -  -1,739,921.040 (meters)                     COMP
 DH9006  Y           -  -4,297,471.868 (meters)                     COMP
 DH9006  Z           -   4,367,463.731 (meters)                     COMP
 DH9006  ELLIP HEIGHT-        1428.37  (meters)          (03/??/06) GPS OBS
 DH9006  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 DH9006
 DH9006  HORZ ORDER  -  SPECIAL (CORS)
 DH9006  ELLP ORDER  -  SPECIAL (CORS)
 DH9006
 DH9006.ITRF positions are available for this station.
 DH9006.The coordinates were established by GPS observations
 DH9006.and adjusted by the National Geodetic Survey in March 2006..
 DH9006.The coordinates are valid at the epoch date displayed above.
 DH9006.The epoch date for horizontal control is a decimal equivalence
 DH9006.of Year/Month/Day.
 DH9006
 DH9006
 DH9006.The PID for the CORS ARP is DH9005.
 DH9006
 DH9006.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9006
 DH9006.The ellipsoidal height was determined by GPS observations
 DH9006.and is referenced to NAD 83.
 DH9006
 DH9006.The geoid height was determined by GEOID03.
 DH9006
 DH9006;                    North         East     Units Scale Factor Converg.
 DH9006;SPC ID E     -   201,610.854   210,118.353   MT  0.99994863   +0 05 09.8
 DH9006
 DH9006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9006!SPC ID E     -   0.99977606  x   0.99994863  =   0.99972470
 DH9006
 DH9006                          SUPERSEDED SURVEY CONTROL
 DH9006
 DH9006.No superseded survey control is available for this station.
 DH9006
 DH9006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1576814828(NAD 83)
 DH9006_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9006
 DH9006                          STATION DESCRIPTION
 DH9006
 DH9006'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9006'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9006'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9006'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9006'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9006'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DI1070 ***********************************************************************
 DI1070  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1070  DESIGNATION -  IDAHO FALLS CORS L1 PHASE CENTER
 DI1070  CORS_ID     -  IDIF
 DI1070  PID         -  DI1070
 DI1070  STATE/COUNTY-  ID/BONNEVILLE
 DI1070  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 DI1070
 DI1070                         *CURRENT SURVEY CONTROL
 DI1070  ___________________________________________________________________
 DI1070* NAD 83(CORS)-  43 31 06.88212(N)    112 03 07.15378(W)     ADJUSTED  
 DI1070* NAVD 88     -                                                        
 DI1070  ___________________________________________________________________
 DI1070  EPOCH DATE  -        2002.00
 DI1070  X           -  -1,739,642.488 (meters)                     COMP
 DI1070  Y           -  -4,294,543.262 (meters)                     COMP
 DI1070  Z           -   4,370,449.555 (meters)                     COMP
 DI1070  ELLIP HEIGHT-        1438.84  (meters)          (08/??/06) GPS OBS
 DI1070  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 DI1070
 DI1070  HORZ ORDER  -  SPECIAL (CORS)
 DI1070  ELLP ORDER  -  SPECIAL (CORS)
 DI1070
 DI1070.ITRF positions are available for this station.
 DI1070.The coordinates were established by GPS observations
 DI1070.and adjusted by the National Geodetic Survey in August 2006..
 DI1070.The coordinates are valid at the epoch date displayed above.
 DI1070.The epoch date for horizontal control is a decimal equivalence
 DI1070.of Year/Month/Day.
 DI1070
 DI1070
 DI1070.The PID for the CORS ARP is DI1069.
 DI1070
 DI1070.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1070
 DI1070.The ellipsoidal height was determined by GPS observations
 DI1070.and is referenced to NAD 83.
 DI1070
 DI1070.The geoid height was determined by GEOID03.
 DI1070
 DI1070;                    North         East     Units Scale Factor Converg.
 DI1070;SPC ID E     -   205,714.827   209,271.565   MT  0.99994843   +0 04 44.3
 DI1070
 DI1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1070!SPC ID E     -   0.99977442  x   0.99994843  =   0.99972286
 DI1070
 DI1070                          SUPERSEDED SURVEY CONTROL
 DI1070
 DI1070.No superseded survey control is available for this station.
 DI1070
 DI1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1497918942(NAD 83)
 DI1070_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1070
 DI1070                          STATION DESCRIPTION
 DI1070
 DI1070'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1070'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1070'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1070'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1070'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1070'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0818 ***********************************************************************
 OY0818  DESIGNATION -  IDAHO FALLS KID RADIO TOWER
 OY0818  PID         -  OY0818
 OY0818  STATE/COUNTY-  ID/BONNEVILLE
 OY0818  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0818
 OY0818                         *CURRENT SURVEY CONTROL
 OY0818  ___________________________________________________________________
 OY0818* NAD 83(1992)-  43 29 00.20134(N)    112 00 35.86846(W)     ADJUSTED  
 OY0818* NAVD 88     -                                                        
 OY0818  ___________________________________________________________________
 OY0818  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 OY0818  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 OY0818
 OY0818  HORZ ORDER  -  THIRD
 OY0818
 OY0818.The horizontal coordinates were established by classical geodetic methods
 OY0818.and adjusted by the National Geodetic Survey in July 1992..
 OY0818
 OY0818
 OY0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0818
 OY0818.The geoid height was determined by GEOID03.
 OY0818
 OY0818;                    North         East     Units Scale Factor Converg.
 OY0818;SPC ID E     -   201,810.974   212,676.442   MT  0.99994934   +0 06 28.2
 OY0818;UTM  12      - 4,814,991.999   418,327.571   MT  0.99968205   -0 41 42.1
 OY0818
 OY0818                          SUPERSEDED SURVEY CONTROL
 OY0818
 OY0818  NAD 83(1986)-  43 29 00.19364(N)    112 00 35.85706(W) AD(       ) 4
 OY0818  NAD 27      -  43 29 00.50300(N)    112 00 32.96300(W) AD(       ) 3
 OY0818
 OY0818.Superseded values are not recommended for survey control.
 OY0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0818.See file dsdata.txt to determine how the superseded data were derived.
 OY0818
 OY0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1832814992(NAD 83)
 OY0818
 OY0818  HISTORY     - Date     Condition        Report By
 OY0818  HISTORY     - 1946     MONUMENTED       CGS
 OY0818  HISTORY     - 1968     SEE DESCRIPTION  CGS
 OY0818  HISTORY     - 20040728 MARK NOT FOUND   USPSQD
 OY0818
 OY0818                          STATION DESCRIPTION
 OY0818
 OY0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OY0818'THE TOWER IS LOCATED ABOUT 2.5 MILES EAST BY SOUTH OF THE IDAHO
 OY0818'FALLS BUSINESS DISTRICT AND ABOUT A HUNDRED YARDS NORTH OF THE
 OY0818'IDAHO FALLS-AMMON HIGHWAY.
 OY0818'
 OY0818'ITS DESIGN IS OF SINGLE POINT SUSPENSION, CONSTRUCTED OF WELDED
 OY0818'STEEL TUBING ABOUT 338 FEET HIGH AND SUPPORTED BY SIX GUY WIRES
 OY0818'WHICH IN TURN ARE HELD BY THREE CONCRETE ANCHORS.  AT NIGHT THERE
 OY0818'ARE THREE LEVELS OF RED WARNING LIGHTS, THE TOP ONE FLASHES
 OY0818'INTERMITTENTLY.
 OY0818'
 OY0818'THE TRANSMITTER BUILDING IS A SMALL, GRAYISH CONCRETE STRUCTURE,
 OY0818'WITH KID ON THE FRONT OF IT, IN RED LETTERS APPROXIMATELY ONE
 OY0818'FOOT HIGH.  THE TOWER STANDS ABOUT FIVE FEET BEHIND, NORTH OF
 OY0818'THE TRANSMITTER BUILDING.
 OY0818'
 OY0818'THE OBJECT OBSERVED WAS THE TIP OF THE TOWER.
 OY0818
 OY0818                          STATION RECOVERY (1968)
 OY0818
 OY0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 OY0818'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH
 OY0818'THE EXCEPTION THAT THE TOWER IS NO LONGER 338 FT. HIGH, IT IS
 OY0818'NOW 140 FT. HIGH.  THE TOWER WAS NOT MOVED FROM ITS POSITION,
 OY0818'JUST SHORTENED.
 OY0818'
 OY0818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 OY0818'SOUTHEAST OF IDAHO FALLS.
 OY0818
 OY0818                          STATION RECOVERY (2004)
 OY0818
 OY0818'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 OY0818'TOWER NOT FOUND, ALTHOUGH A NEW TOWER EXISTS IN NEARLY THE SAME
 OY0818'LOCATION.  COULD NOT GET LOCAL INFORMATION ON HISTORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0816 ***********************************************************************
 OY0816  DESIGNATION -  IDAHO FALLS LATTER DAY STS TWR
 OY0816  PID         -  OY0816
 OY0816  STATE/COUNTY-  ID/BONNEVILLE
 OY0816  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0816
 OY0816                         *CURRENT SURVEY CONTROL
 OY0816  ___________________________________________________________________
 OY0816* NAD 83(1992)-  43 29 59.29048(N)    112 02 29.40804(W)     ADJUSTED  
 OY0816* NAVD 88     -                                                        
 OY0816  ___________________________________________________________________
 OY0816  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 OY0816  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY0816
 OY0816  HORZ ORDER  -  THIRD
 OY0816
 OY0816.The horizontal coordinates were established by classical geodetic methods
 OY0816.and adjusted by the National Geodetic Survey in July 1992..
 OY0816
 OY0816
 OY0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0816
 OY0816.The geoid height was determined by GEOID03.
 OY0816
 OY0816;                    North         East     Units Scale Factor Converg.
 OY0816;SPC ID E     -   203,630.155   210,122.384   MT  0.99994863   +0 05 10.2
 OY0816;UTM  12      - 4,816,846.304   415,799.927   MT  0.99968721   -0 43 01.1
 OY0816
 OY0816                          SUPERSEDED SURVEY CONTROL
 OY0816
 OY0816  NAD 83(1986)-  43 29 59.28228(N)    112 02 29.39604(W) AD(       ) 4
 OY0816  NAD 27      -  43 29 59.59400(N)    112 02 26.49900(W) AD(       ) 3
 OY0816
 OY0816.Superseded values are not recommended for survey control.
 OY0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0816.See file dsdata.txt to determine how the superseded data were derived.
 OY0816
 OY0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1580016846(NAD 83)
 OY0816_MARKER: 55 = TOWER
 OY0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0816+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 OY0816
 OY0816  HISTORY     - Date     Condition        Report By
 OY0816  HISTORY     - 1946     FIRST OBSERVED   CGS
 OY0816  HISTORY     - 1963     GOOD             CGS
 OY0816  HISTORY     - 1968     GOOD             CGS
 OY0816  HISTORY     - 1970     GOOD             NGS
 OY0816  HISTORY     - 1979     GOOD             NGS
 OY0816  HISTORY     - 20040728 GOOD             USPSQD
 OY0816
 OY0816                          STATION DESCRIPTION
 OY0816
 OY0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OY0816'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF IDAHO FALLS ON
 OY0816'THE EAST BANK OF THE SNAKE RIVER.
 OY0816'
 OY0816'THE TEMPLE IS A MODERNISTIC REENFORCED CONCRETE STRUCTURE COATED
 OY0816'WITH WHITE PRE-CAST STONE.
 OY0816'
 OY0816'THE TOWER IS ABOUT 135 FEET IN HEIGHT.
 OY0816'
 OY0816'THE OBJECT OBSERVED WAS THE APPROXIMATE CENTER LINE OF THE
 OY0816'SHAFT.
 OY0816
 OY0816                          STATION RECOVERY (1963)
 OY0816
 OY0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 OY0816'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OY0816
 OY0816                          STATION RECOVERY (1968)
 OY0816
 OY0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 OY0816'THIS STATION WAS RECOVERED AS DESCRIBED.
 OY0816'
 OY0816'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT IDAHO FALLS
 OY0816
 OY0816                          STATION RECOVERY (1970)
 OY0816
 OY0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 OY0816'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 OY0816'
 OY0816'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 1
 OY0816'MILE NW OF DOWNTOWN IDAHO FALLS
 OY0816
 OY0816                          STATION RECOVERY (1979)
 OY0816
 OY0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 OY0816'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OY0816'
 OY0816'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN IDAHO
 OY0816'FALLS.
 OY0816
 OY0816                          STATION RECOVERY (2004)
 OY0816
 OY0816'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 OY0816'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0817 ***********************************************************************
 OY0817  DESIGNATION -  IDAHO FALLS MUNICIPAL TANK
 OY0817  PID         -  OY0817
 OY0817  STATE/COUNTY-  ID/BONNEVILLE
 OY0817  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0817
 OY0817                         *CURRENT SURVEY CONTROL
 OY0817  ___________________________________________________________________
 OY0817* NAD 83(1992)-  43 29 28.49998(N)    112 02 40.33405(W)     ADJUSTED  
 OY0817* NAVD 88     -                                                        
 OY0817  ___________________________________________________________________
 OY0817  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 OY0817  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 OY0817
 OY0817  HORZ ORDER  -  THIRD
 OY0817
 OY0817.The horizontal coordinates were established by classical geodetic methods
 OY0817.and adjusted by the National Geodetic Survey in July 1992..
 OY0817
 OY0817
 OY0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0817
 OY0817.The geoid height was determined by GEOID03.
 OY0817
 OY0817;                    North         East     Units Scale Factor Converg.
 OY0817;SPC ID E     -   202,679.590   209,878.329   MT  0.99994857   +0 05 02.6
 OY0817;UTM  12      - 4,815,899.501   415,542.641   MT  0.99968774   -0 43 08.2
 OY0817
 OY0817                          SUPERSEDED SURVEY CONTROL
 OY0817
 OY0817  NAD 83(1986)-  43 29 28.49220(N)    112 02 40.32179(W) AD(       ) 4
 OY0817  NAD 27      -  43 29 28.80200(N)    112 02 37.42500(W) AD(       ) 3
 OY0817
 OY0817.Superseded values are not recommended for survey control.
 OY0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0817.See file dsdata.txt to determine how the superseded data were derived.
 OY0817
 OY0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1554315900(NAD 83)
 OY0817_MARKER: 51 = TANK
 OY0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0817+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 OY0817
 OY0817  HISTORY     - Date     Condition        Report By
 OY0817  HISTORY     - 1946     FIRST OBSERVED   CGS
 OY0817  HISTORY     - 1963     GOOD             CGS
 OY0817  HISTORY     - 1968     GOOD             CGS
 OY0817  HISTORY     - 1970     GOOD             NGS
 OY0817  HISTORY     - 1979     GOOD             NGS
 OY0817  HISTORY     - 1983     GOOD             NGS
 OY0817  HISTORY     - 20040728 GOOD             USPSQD
 OY0817
 OY0817                          STATION DESCRIPTION
 OY0817
 OY0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OY0817'THE STATION IS LOCATED NEAR THE BUSINESS DISTRICT OF IDAHO
 OY0817'FALLS, NEAR THE BANK OF THE SNAKE RIVER.
 OY0817'
 OY0817'THE TANK IS ABOUT 135 FEET IN HEIGHT HAVING A CONICAL ROOF
 OY0817'SURMOUNTED BY TWO WARNING LIGHTS.  IT IS PAINTED AN ALUMINUM
 OY0817'COLOR AND HAS IDAHO FALLS MUNICIPAL POWER LETTERED ON THE NORTH
 OY0817'SIDE.
 OY0817'
 OY0817'THE OBJECT OBSERVED WAS THE APEX OF THE CONICAL TOP.
 OY0817
 OY0817                          STATION RECOVERY (1963)
 OY0817
 OY0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 OY0817'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE FOLLOWING
 OY0817'EXCEPTION--THE ONLY LETTERING ON THE TANK AT THIS TIME IS IDAHO
 OY0817'FALLS WELL WATER.  THERE ARE NOW TWO ANTENNAS ATOP THE TANK.
 OY0817
 OY0817                          STATION RECOVERY (1968)
 OY0817
 OY0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP)
 OY0817'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 OY0817'IS OUTDATED A NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED
 OY0817'NEAR THE BUSINESS DISTRICT OF IDAHO FALLS, NEAR THE BANK OF THE
 OY0817'SNAKE RIVER.  IT IS 250 FT. WEST OF CAPITOL AVE., 136 FT. SOUTH
 OY0817'OF CENTER OF RAILROAD TRACKS.  IT IS AN 8 LEGGED STEEL STRUCTURE
 OY0817'ABOUT 135 FT. HIGH, AND HAS A CONICAL ROOF SURMOUNTED BY TWO
 OY0817'OBSTRUCTION LIGHTS.  IT IS PAINTED AN ALUMINUM COLOR AND HAS
 OY0817'IDAHO FALLS PURE WELL WATER PAINTED ON THE EAST SIDE.
 OY0817'
 OY0817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT IDAHO FALLS
 OY0817
 OY0817                          STATION RECOVERY (1970)
 OY0817
 OY0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 OY0817'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 OY0817'
 OY0817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN IDAHO
 OY0817'FALLS
 OY0817
 OY0817                          STATION RECOVERY (1979)
 OY0817
 OY0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 OY0817'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OY0817'
 OY0817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN IDAHO
 OY0817'FALLS.
 OY0817
 OY0817                          STATION RECOVERY (1983)
 OY0817
 OY0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 OY0817'RECOVERED AS DESCRIBED.
 OY0817'
 OY0817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN IDAHO FALLS.
 OY0817
 OY0817                          STATION RECOVERY (2004)
 OY0817
 OY0817'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 OY0817'RECOVERED AS DESCRIBED, EXCEPT NOW THE TANK IS PAINTED WITH VERTICAL
 OY0817'RED AND WHITE STRIPES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0394 ***********************************************************************
 OX0394  DESIGNATION -  IDAHO FALLS NE BASE
 OX0394  PID         -  OX0394
 OX0394  STATE/COUNTY-  ID/JEFFERSON
 OX0394  USGS QUAD   -  RIGBY (1979)
 OX0394
 OX0394                         *CURRENT SURVEY CONTROL
 OX0394  ___________________________________________________________________
 OX0394* NAD 83(1992)-  43 39 01.17535(N)    111 55 33.24834(W)     ADJUSTED  
 OX0394* NAVD 88     -      1478.586  (meters)    4850.99   (feet)  ADJUSTED  
 OX0394  ___________________________________________________________________
 OX0394  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 OX0394  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 OX0394  DYNAMIC HT  -        1477.817 (meters)    4848.47  (feet)  COMP
 OX0394  MODELED GRAV-     980,047.5   (mgal)                       NAVD 88
 OX0394
 OX0394  HORZ ORDER  -  FIRST
 OX0394  VERT ORDER  -  FIRST     CLASS II
 OX0394
 OX0394.The horizontal coordinates were established by classical geodetic methods
 OX0394.and adjusted by the National Geodetic Survey in July 1992..
 OX0394
 OX0394.The orthometric height was determined by differential leveling
 OX0394.and adjusted by the National Geodetic Survey in June 1991..
 OX0394
 OX0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0394
 OX0394.The geoid height was determined by GEOID03.
 OX0394
 OX0394.The dynamic height is computed by dividing the NAVD 88
 OX0394.geopotential number by the normal gravity value computed on the
 OX0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0394.degrees latitude (g = 980.6199 gals.).
 OX0394
 OX0394.The modeled gravity was interpolated from observed gravity values.
 OX0394
 OX0394;                    North         East     Units Scale Factor Converg.
 OX0394;SPC ID E     -   220,373.596   219,422.824   MT  0.99995201   +0 09 58.3
 OX0394;UTM  12      - 4,833,453.030   425,331.862   MT  0.99966858   -0 38 20.9
 OX0394
 OX0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0394!SPC ID E     -   0.99976998  x   0.99995201  =   0.99972200
 OX0394!UTM  12      -   0.99976998  x   0.99966858  =   0.99943864
 OX0394
 OX0394:                Primary Azimuth Mark                     Grid Az
 OX0394:SPC ID E     -  RIGBY U AND I REFIN CO STACK             024 20 13.5
 OX0394:UTM  12      -  RIGBY U AND I REFIN CO STACK             025 08 32.7
 OX0394
 OX0394|---------------------------------------------------------------------|
 OX0394| PID    Reference Object                     Distance      Geod. Az  |
 OX0394|                                                           dddmmss.s |
 OX0394| OX0741 RIGBY U AND I REFIN CO STACK        APPROX. 4.6 KM 0243011.8 |
 OX0394| OX0396 Q 12                                               0271313.6 |
 OX0394| OX0395 IDAHO FALLS NE BASE RM 1             19.014 METERS 09816     |
 OX0394| CN3753 IDAHO FALLS NE BASE RM 2             16.650 METERS 21153     |
 OX0394|---------------------------------------------------------------------|
 OX0394
 OX0394                          SUPERSEDED SURVEY CONTROL
 OX0394
 OX0394  NAD 83(1986)-  43 39 01.16767(N)    111 55 33.23439(W) AD(       ) 1
 OX0394  NAD 27      -  43 39 01.48300(N)    111 55 30.34400(W) AD(       ) 1
 OX0394  NGVD 29 (08/20/92) 1477.497  (m)         4847.42   (f) ADJUSTED    1 2
 OX0394
 OX0394.Superseded values are not recommended for survey control.
 OX0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0394.See file dsdata.txt to determine how the superseded data were derived.
 OX0394
 OX0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP2533233453(NAD 83)
 OX0394_MARKER: DS = TRIANGULATION STATION DISK
 OX0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0394_SP_SET: CONCRETE POST
 OX0394_STAMPING: IDAHO FALLS NE BASE 1946
 OX0394_MARK LOGO: CGS   
 OX0394_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0394+STABILITY: SURFACE MOTION
 OX0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0394+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 OX0394
 OX0394  HISTORY     - Date     Condition        Report By
 OX0394  HISTORY     - 1946     MONUMENTED       CGS
 OX0394  HISTORY     - 1946     GOOD             CGS
 OX0394  HISTORY     - 1971     GOOD             NGS
 OX0394  HISTORY     - 1971     GOOD             NGS
 OX0394  HISTORY     - 1983     GOOD             NGS
 OX0394  HISTORY     - 19910419 GOOD             IDDT
 OX0394  HISTORY     - 19940622 GOOD             NGS
 OX0394  HISTORY     - 20060327 GOOD             IDTD
 OX0394
 OX0394                          STATION DESCRIPTION
 OX0394
 OX0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0394'THE STATION IS LOCATED ON THE WEST SIDE OF THE UNION PACIFIC
 OX0394'RAILROAD TRACK, OPPOSITE MILEAGE POST 12.20 (0.0 AT IDAHO
 OX0394'FALLS) AND ABOUT 1.7 MILES SOUTH OF RIGBY.  THE DISK IS SET
 OX0394'FLUSH IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES AND IS
 OX0394'STAMPED IDAHO FALLS N.E. BASE 1946.  IT IS 164 YARDS NORTH OF A
 OX0394'GRAVEL ROAD CROSSING THE RAILROAD TRACKS, 122 FEET WEST OF THE
 OX0394'CENTER OF U.S. HIGHWAY NO. 191, 40 FEET WEST OF THE WEST RAIL
 OX0394'OF THE RAILROAD TRACK, 6 FEET EAST OF A FENCE LINE AND 16 FEET
 OX0394'SOUTH OF A DRAINAGE DITCH.
 OX0394'
 OX0394'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN THE SOUTH HEADWALL
 OX0394'OF A CONCRETE SYPHON AND IS STAMPED IDAHO FALLS N.E. BASE NO
 OX0394'1 1946.  IT IS EAST BY SOUTH OF THE STATION AND 14 FEET EAST OF
 OX0394'THE EAST RAIL OF THE TRACK.
 OX0394'
 OX0394'REFERENCE MARK NO. 2 IS A DISK SET IN A CONCRETE MONUMENT
 OX0394'PROJECTING ABOUT 1 INCH AND IS STAMPED IDAHO FALLS N.E. BASE
 OX0394'NO 2 1946.  IT IS SOUTH SOUTHWEST OF THE STATION AND 1 FOOT EAST
 OX0394'OF THE FENCE LINE.
 OX0394'
 OX0394'THE AZIMUTH MARK IS A COAST AND GEODETIC SURVEY BENCH MARK DISK
 OX0394'STAMPED Q 12 1923.  IT IS SET FLUSH IN THE NORTHEAST CONCRETE
 OX0394'ABUTMENT OF A BRIDGE 0.2 MILE NORTH NORTHEAST OF THE STATION
 OX0394'AND 0.05 MILE WEST OF U.S. HIGHWAY NO. 191.
 OX0394'
 OX0394'TO REACH THE STATION FROM THE FREIGHT DEPOT IN IDAHO FALLS GO
 OX0394'NORTH ON U.S. HIGHWAY NO. 191 FOR 13.1 MILES TO A GRAVEL
 OX0394'FIELD ROAD LEFT ACROSS RAILROAD TRACKS, TURN LEFT ACROSS THE
 OX0394'TRACKS THEN TURN RIGHT AND GO NORTH ALONG THE WEST SIDE OF THE
 OX0394'TRACKS FOR 164 YARDS TO THE STATION AS DESCRIBED.
 OX0394
 OX0394                          STATION RECOVERY (1946)
 OX0394
 OX0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (FRG)
 OX0394'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 OX0394'BY C. LE FEVER IN 1946 IS ADEQUATE EXCEPT THAT THE DISTANCE TO
 OX0394'THE AZIMUTH MARK IN THE LIST OF OBJECTS VISIBLE FROM THE GROUND
 OX0394'SHOULD BE 0.2 MILE TO AGREE WITH THE BODY OF THE DESCRIPTION.
 OX0394
 OX0394                          STATION RECOVERY (1971)
 OX0394
 OX0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OX0394'THE STATION MARK, BOTH REFERENCE MARKS, AND B.M. Q 12 1923,
 OX0394'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  A
 OX0394'DIFFERENCE WAS FOUND IN THE HORIZONTAL ANGLE BETWEEN THE REFERENCE
 OX0394'MARKS.  THE FOLLOWING IS AN ALTERNATE TO REACH.
 OX0394'
 OX0394'TO REACH THE STATION FROM THE RIGBY POST OFFICE GO SOUTHWEST
 OX0394'ON U.S. HIGHWAYS 20, AND 191 FOR 1.6 MILES TO BENCH MARK Q 12
 OX0394'1923, AZIMUTH MARK, ON THE RIGHT.  CONTINUE SOUTHWEST ON THE
 OX0394'HIGHWAY FOR 0.35 MILE TO A PRIVATE DRIVE ACROSS THE RAILROAD
 OX0394'TRACKS, TURN RIGHT, CROSS THE TRACKS, THEN TURN RIGHT, AND GO
 OX0394'NORTHEAST ON A TRACK ROAD ALONG THE RAILROAD TRACKS FOR 0.1
 OX0394'MILE TO THE STATION ON THE LEFT.
 OX0394'
 OX0394'DISTANCE BETWEEN R.M. NO. 1, AND R.M. NO. 2 IS 98.01 FEET OR
 OX0394'29.873 METERS.
 OX0394'
 OX0394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 OX0394'SOUTHWEST OF RIGBY
 OX0394
 OX0394                          STATION RECOVERY (1971)
 OX0394
 OX0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OX0394'1.75 MI SW FROM RIGBY.
 OX0394'1.75 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0394'AT RIGBY AT RAILROAD MILEAGE 12.20, 123 FEET NORTHWEST OF THE CENTER
 OX0394'OF U.S. HIGHWAYS 20 AND 191, 40 FEET NORTHWEST OF THE NEAREST RAIL OF
 OX0394'THE RAILROAD TRACKS, 54.63 FEET NORTHEAST OF REFERENCE MARK NO. 2, 19
 OX0394'FEET SOUTH-SOUTHWEST OF AN IRRIGATION DITCH, 6 FEET EAST OF THE
 OX0394'RIGHT-OF-WAY FENCE LINE, AND 1 FOOT EAST OF A METAL WITNESS POST SET
 OX0394'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 OX0394
 OX0394                          STATION RECOVERY (1983)
 OX0394
 OX0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0394'RECOVERED IN GOOD CONDITION.
 OX0394
 OX0394                          STATION RECOVERY (1991)
 OX0394
 OX0394'RECOVERY NOTE BY ID DEPT OF TRANSP 1991 (GDJ)
 OX0394'RECOVERED AS DESCRIBED.
 OX0394
 OX0394                          STATION RECOVERY (1994)
 OX0394
 OX0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 OX0394'REACHED FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY 20 AND STATE
 OX0394'HIGHWAY 48 IN RIGBY, GO EAST ON STATE HIGHWAY 48 FOR 0.40 KM
 OX0394'(0.25 MI) TO A SIDE ROAD RIGHT (YELLOWSTONE HWY).  TURN RIGHT AND GO
 OX0394'SOUTHERLY ON YELLOWSTONE HIGHWAY FOR 2.59 KM (1.60 MI) TO THE MARK ON
 OX0394'THE WEST SIDE OF THE TRACKS.  LOCATED 12.2 M (40.0 FT) WEST NORTHWEST
 OX0394'OF THE WEST RAIL, 10.4 M (34.1 FT) WEST OF THE SOUTH END OF THE WEST
 OX0394'CONCRETE HEADWALL OF RAILROAD CULVERT 12.20, 37.2 M (122.0 FT) WEST
 OX0394'OF THE CENTERLINE OF THE HIGHWAY, 6.1 M (20.0 FT) SOUTH SOUTHWEST OF
 OX0394'THE CENTER OF AN IRRIGATION DITCH AND 0.3 M (1.0 FT) EAST OF A METAL
 OX0394'WITNESS POST.
 OX0394
 OX0394                          STATION RECOVERY (2006)
 OX0394
 OX0394'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (GDJ)
 OX0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0395 ***********************************************************************
 OX0395  DESIGNATION -  IDAHO FALLS NE BASE RM 1
 OX0395  PID         -  OX0395
 OX0395  STATE/COUNTY-  ID/BONNEVILLE
 OX0395  USGS QUAD   -  RIGBY (1979)
 OX0395
 OX0395                         *CURRENT SURVEY CONTROL
 OX0395  ___________________________________________________________________
 OX0395* NAD 83(1986)-  43 39 00.     (N)    111 55 33.     (W)     SCALED    
 OX0395* NAVD 88     -      1479.308  (meters)    4853.36   (feet)  POSTED    
 OX0395  ___________________________________________________________________
 OX0395  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 OX0395  DYNAMIC HT  -        1478.540 (meters)    4850.84  (feet)  COMP
 OX0395  MODELED GRAV-     980,047.5   (mgal)                       NAVD 88
 OX0395
 OX0395  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0395
 OX0395.The horizontal coordinates were scaled from a topographic map and have
 OX0395.an estimated accuracy of +/- 6 seconds.
 OX0395
 OX0395.The orthometric height was determined by differential leveling
 OX0395.and adjusted by the National Geodetic Survey in 1992..
 OX0395.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0395.rate of 2.1 thru 3.0 mm/km.
 OX0395
 OX0395.The geoid height was determined by GEOID03.
 OX0395
 OX0395.The dynamic height is computed by dividing the NAVD 88
 OX0395.geopotential number by the normal gravity value computed on the
 OX0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0395.degrees latitude (g = 980.6199 gals.).
 OX0395
 OX0395.The modeled gravity was interpolated from observed gravity values.
 OX0395
 OX0395;                    North         East    Units  Estimated Accuracy
 OX0395;SPC ID E     -   220,340.      219,430.      MT  (+/- 180 meters Scaled)
 OX0395
 OX0395                          SUPERSEDED SURVEY CONTROL
 OX0395
 OX0395  NGVD 29 (??/??/92) 1478.215  (m)         4849.78   (f) ADJ UNCH    1 2
 OX0395
 OX0395.Superseded values are not recommended for survey control.
 OX0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0395.See file dsdata.txt to determine how the superseded data were derived.
 OX0395
 OX0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP253334(NAD 83)
 OX0395_MARKER: DR = REFERENCE MARK DISK
 OX0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0395_SP_SET: CANAL
 OX0395_STAMPING: IDAHO FALLS NE BASE NO 1 1946
 OX0395_MARK LOGO: CGS   
 OX0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0395
 OX0395  HISTORY     - Date     Condition        Report By
 OX0395  HISTORY     - 1946     MONUMENTED       CGS
 OX0395  HISTORY     - 1971     GOOD             NGS
 OX0395  HISTORY     - 1983     GOOD             NGS
 OX0395
 OX0395                          STATION DESCRIPTION
 OX0395
 OX0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OX0395'1.75 MI SW FROM RIGBY.
 OX0395'1.75 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0395'AT RIGBY AT A CONCRETE IRRIGATION CANAL WHERE IT PASSES UNDER THE
 OX0395'RAILROAD AT RAILROAD MILEAGE 12.20, 63 FEET WEST OF THE CENTER OF U.S.
 OX0395'HIGHWAY 191, 62.38 FEET EAST OF TRIANGULATION STATION IDAHO FALLS N.E.
 OX0395'BASE 1946, AND 14 FEET EAST OF THE NEAREST RAIL CEMENTED IN A DRILL
 OX0395'HOLE IN THE HEAD WALL OF THE CONCRETE IRRIGATION CANAL.
 OX0395
 OX0395                          STATION RECOVERY (1983)
 OX0395
 OX0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0172 ***********************************************************************
 OY0172  DESIGNATION -  IDAHO FALLS SW BASE
 OY0172  PID         -  OY0172
 OY0172  STATE/COUNTY-  ID/BONNEVILLE
 OY0172  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0172
 OY0172                         *CURRENT SURVEY CONTROL
 OY0172  ___________________________________________________________________
 OY0172* NAD 83(1992)-  43 30 35.35231(N)    112 01 29.84747(W)     ADJUSTED  
 OY0172* NAVD 88     -      1442.819  (meters)    4733.65   (feet)  ADJUSTED  
 OY0172  ___________________________________________________________________
 OY0172  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 OY0172  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 OY0172  DYNAMIC HT  -        1442.060 (meters)    4731.16  (feet)  COMP
 OY0172  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 OY0172
 OY0172  HORZ ORDER  -  FIRST
 OY0172  VERT ORDER  -  FIRST     CLASS II
 OY0172
 OY0172.The horizontal coordinates were established by classical geodetic methods
 OY0172.and adjusted by the National Geodetic Survey in July 1992..
 OY0172
 OY0172.The orthometric height was determined by differential leveling
 OY0172.and adjusted by the National Geodetic Survey in June 1991..
 OY0172
 OY0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0172
 OY0172.The geoid height was determined by GEOID03.
 OY0172
 OY0172.The dynamic height is computed by dividing the NAVD 88
 OY0172.geopotential number by the normal gravity value computed on the
 OY0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0172.degrees latitude (g = 980.6199 gals.).
 OY0172
 OY0172.The modeled gravity was interpolated from observed gravity values.
 OY0172
 OY0172;                    North         East     Units Scale Factor Converg.
 OY0172;SPC ID E     -   204,745.175   211,458.496   MT  0.99994898   +0 05 51.2
 OY0172;UTM  12      - 4,817,942.198   417,151.182   MT  0.99968443   -0 42 20.5
 OY0172
 OY0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0172!SPC ID E     -   0.99977562  x   0.99994898  =   0.99972461
 OY0172!UTM  12      -   0.99977562  x   0.99968443  =   0.99946012
 OY0172
 OY0172|---------------------------------------------------------------------|
 OY0172| PID    Reference Object                     Distance      Geod. Az  |
 OY0172|                                                           dddmmss.s |
 OY0172| CN3754 IDAHO FALLS SW BASE RM 1             16.933 METERS 04211     |
 OY0172| OX0737 LINCOLN U AND I REFIN CO STACK      APPROX. 4.2 KM 0855438.7 |
 OY0172| OY0818 IDAHO FALLS KID RADIO TOWER         APPROX. 3.2 KM 1573317.5 |
 OY0172| CN3755 IDAHO FALLS SW BASE RM 2             17.387 METERS 19204     |
 OY0172| OY0817 IDAHO FALLS MUNICIPAL TANK          APPROX. 2.6 KM 2173048.4 |
 OY0172| OY0816 IDAHO FALLS LATTER DAY STS TWR      APPROX. 1.7 KM 2301506.0 |
 OY0172| OY0173 IDAHO FALLS SW BASE RM 3             36.250 METERS 23845     |
 OY0172| OY0174 IDAHO FALLS SW BASE RM 4             25.326 METERS 33744     |
 OY0172|---------------------------------------------------------------------|
 OY0172
 OY0172                          SUPERSEDED SURVEY CONTROL
 OY0172
 OY0172  NAD 83(1986)-  43 30 35.34425(N)    112 01 29.83411(W) AD(       ) 1
 OY0172  NAD 27      -  43 30 35.65500(N)    112 01 26.93800(W) AD(       ) 1
 OY0172  NGVD 29 (08/20/92) 1441.742  (m)         4730.12   (f) ADJUSTED    1 2
 OY0172
 OY0172.Superseded values are not recommended for survey control.
 OY0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0172.See file dsdata.txt to determine how the superseded data were derived.
 OY0172
 OY0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1715117942(NAD 83)
 OY0172_MARKER: DS = TRIANGULATION STATION DISK
 OY0172_SETTING: 66 = SET IN ROCK OUTCROP
 OY0172_SP_SET: IN A DRILL HOLE IN BEDROCK
 OY0172_STAMPING: IDAHO FALLS SW BASE 1946
 OY0172_MARK LOGO: CGS   
 OY0172_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0172+STABILITY: POSITION/ELEVATION WELL
 OY0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0172+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0172
 OY0172  HISTORY     - Date     Condition        Report By
 OY0172  HISTORY     - 1946     MONUMENTED       CGS
 OY0172  HISTORY     - 1946     SEE DESCRIPTION  CGS
 OY0172  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OY0172  HISTORY     - 1963     SEE DESCRIPTION  CGS
 OY0172  HISTORY     - 1965     SEE DESCRIPTION  ID0790
 OY0172  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OY0172  HISTORY     - 1971     GOOD             NGS
 OY0172  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OY0172  HISTORY     - 1978     GOOD             LOCSUR
 OY0172  HISTORY     - 1983     GOOD             NGS
 OY0172  HISTORY     - 19920625 GOOD             NGS
 OY0172
 OY0172                          STATION DESCRIPTION
 OY0172
 OY0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OY0172'THE STATION IS LOCATED 1.3 MILES NORTH OF THE DEPOT IN IDAHO
 OY0172'FALLS AND ON THE EAST SIDE OF THE UNION PACIFIC RAILROAD TRACK.
 OY0172'THE DISK IS SET FLUSH IN A CONCRETE MONUMENT PROJECTING ABOUT
 OY0172'2 INCHES AND IS STAMPED IDAHO FALLS S.W. BASE 1946.  IT IS
 OY0172'290 FEET SOUTH BY WEST OF THE SOUTH FROG OF A Y IN THE TRACKS,
 OY0172'32 FEET EAST OF THE EAST RAIL OF THE SINGLE RAILROAD TRACK
 OY0172'AND 15 FEET WEST OF A FENCE LINE.
 OY0172'
 OY0172'REFERENCE MARK NO. 1 IS A DISK SET IN A CONCRETE MONUMENT
 OY0172'PROJECTING ABOUT 2 INCHES AND IS STAMPED IDAHO FALLS S.W. BASE
 OY0172'NO 1 1946.  IT IS NORTHEAST OF THE STATION AND 1 FOOT WEST
 OY0172'OF THE FENCE LINE.
 OY0172'
 OY0172'REFERENCE MARK NO. 2 IS A DISK SET IN A CONCRETE MONUMENT PROJECTING
 OY0172'ABOUT 2 INCHES AND IS STAMPED IDAHO FALLS S.W. BASE NO 2 1946.
 OY0172'IT IS SOUTH OF THE STATION AND 1 FOOT WEST OF THE FENCE LINE.
 OY0172'
 OY0172'THE AZIMUTH MARK IS THE FINIAL OF THE IDAHO FALLS MUNICIPAL
 OY0172'TANK.
 OY0172'
 OY0172'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD DEPOT
 OY0172'IN IDAHO FALLS GO NORTH ON U.S. HIGHWAY NO. 191 FOR 1.25 MILES
 OY0172'TO A DIAGONAL MACADAM CROSSROAD.  TURN LEFT AND GO 0.2 MILE TO A
 OY0172'DIRT ROAD LEFT.  TURN LEFT ON DIRT ROAD AND GO 0.05 MILE TO A
 OY0172'SMALL SHACK, FENCE LINE, RAILROAD TRACK AND THE STATION AS
 OY0172'DESCRIBED.
 OY0172
 OY0172                          STATION RECOVERY (1946)
 OY0172
 OY0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 OY0172'THE SUBSTITUTE CONTROL STATION IS THE SOUTH FROG OF A Y IN
 OY0172'THE UNION PACIFIC RAILROAD TRACKS 88.20 METERS NORTH BY EAST
 OY0172'OF TRIANGULATION STATION IDAHO FALLS S.W. BASE AND APPROXIMATELY
 OY0172'6 FEET LOWER THAN THE STATION.
 OY0172'
 OY0172'NO. PHOTOGRAPH FOR THIS AREA.
 OY0172
 OY0172                          STATION RECOVERY (1959)
 OY0172
 OY0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WH)
 OY0172'THE ORIGINAL SURFACE STATION MARK, AND REFERENCE MARKS NO. 1
 OY0172'AND NO. 2 HAVE BEEN DESTROYED.  THE UNDERGROUND MARK WAS RECOVERED,
 OY0172'A STANDARD DISK SET IN BED ROCK.  REFERENCE MARKS NO. 3 AND 4
 OY0172'WERE ESTABLISHED.  A CONCRETE SLAB, 16- BY 24-INCHES, ABOUT
 OY0172'6-INCHES THICK WITH A HOLE IN ITS CENTER, WAS POURED ABOUT THE
 OY0172'STATION MARK.  A METAL WITNESS POST WITH SIGN WAS PLACED
 OY0172'4-FEET SOUTH FROM THE STATION MARK AGAINST A WOVEN WIRE FENCE
 OY0172'SURROUNDING THE PROPERTY OF THE BOISE PAYETTE LUMBER
 OY0172'COMPANY.
 OY0172'
 OY0172'REFERENCE NO. 3 AND 4 ARE STANDARD DISKS, STAMPED IDAHO FALLS
 OY0172'SW BASE 1946, AND NO 3 AND NO 4 RESPECTIVELY, SET IN CONCRETE
 OY0172'FILLED SECTIONS OF SOIL PIPE, NO. 3 PROJECTING 8-INCHES AND
 OY0172'SURROUNDED BY ROCK IS 9-FEET NORTH FROM THE EDGE OF THE RAILROAD
 OY0172'CUT AND 11-FEET EAST FROM A TELEPHONE POLE, 25 FEET NORTH FROM
 OY0172'THE NORTH RAIL OF THE RAILROAD TRACKS.  REFERENCE MARK NO. 4
 OY0172'IS 4-FEET NORTH FROM THE EDGE OF THE CUT, 10 FEET WEST FROM A
 OY0172'TELEPHONE POLE, 25 FEET NORTH FROM THE NORTH RAIL, BOTH MARKS
 OY0172'ON THE OPPOSITE SIDE OF THE TRACKS FROM THE STATION.  THE
 OY0172'MARK PROJECTS 2-INCHES.
 OY0172'
 OY0172'THE STATION MARK IS ABOUT 16 FEET WEST FROM THE NORTH POST
 OY0172'OF THE WOVEN WIRE GATE PERMITTING RAILROAD CAR ENTRANCE OVER
 OY0172'THE SPUR ENTER INTO THE LUMBER YARD OF THE BOISE PAYETTE
 OY0172'LUMBER COMPANY, AT THE NORTHEAST CORNER OF THE PROPERTY, 32
 OY0172'FEET SOUTH FROM THE SOUTH RAIL, 290 FEET (88.20 METERS AS
 OY0172'MEASURED) FROM A FROG IN THE Y OF THE RAILROAD TRACKS,
 OY0172'NORTHEASTLY FROM THE STATION.
 OY0172'
 OY0172'THE STATION IS REACHED FROM THE UNION PACIFIC RAILROAD DEPOT
 OY0172'IN IDAHO FALLS BY CONTINUING ALONG U.S. HIGHWAY 191 NORTHWARD
 OY0172'FOR 1-1/4 MILES, AND TO ITS JUNCTION WITH STATE HIGHWAY 48,
 OY0172'AND THE BOISE PAYETTE LUMBER COMPANY IS JUST BEYOND ALONG THE
 OY0172'STATE HIGHWAY TO THE NORTHERLY SIDE OF THE HIGHWAY.  ENTRY TO THE
 OY0172'STATION IS MADE THROUGH THE YARD OF THE LUMBER COMPANY, AND AT
 OY0172'THE NORTHEAST CORNER OF THE PROPERTY, 4-FEET OUTSIDE FROM THE
 OY0172'FENCE ENCLOSING IT.
 OY0172
 OY0172                          STATION RECOVERY (1963)
 OY0172
 OY0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 OY0172'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 OY0172'BY W.W.H., 1959 IN GOOD CONDITION.
 OY0172
 OY0172                          STATION RECOVERY (1965)
 OY0172
 OY0172'RECOVERY NOTE BY CITY OF IDAHO FALLS IDAHO 1965 (GRC)
 OY0172'THE TRAIN DEPOT WAS TORN DOWN IN 1964.  THE DESCRIPTION OF
 OY0172'LOCATION SHOULD BE CHANGED TO MEET EXISTING CONDITIONS.
 OY0172
 OY0172                          STATION RECOVERY (1971)
 OY0172
 OY0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OY0172'THE STATION WAS RECOVERED AS DESCRIBED BY W.W.H. IN THE
 OY0172'DESCRIPTION DATED 1959.
 OY0172'
 OY0172'THE FOLLOWING IS AN ALTERNATE TO REACH.
 OY0172'
 OY0172'TO REACH THE STATION FROM THE IDAHO FALLS POST OFFICE GO SOUTH
 OY0172'ON PARK AVENUE FOR 1 BLOCK TO B STREET, TURN LEFT, AND GO
 OY0172'EAST ON B STREET FOR 0.15 MILE TO U.S. HIGHWAYS 20, 26, AND
 OY0172'191, TURN LEFT, AND GO NORTHEAST ON THE HIGHWAYS FOR 1.2 MILES
 OY0172'TO THEIR JUNCTION, TURN LEFT, AND GO NORTH ON U.S. HIGHWAY 20
 OY0172'FOR 0.2 MILE TO A HUSKY SERVICE STATION ON THE LEFT, TURN LEFT,
 OY0172'AND GO WEST ON THE SOUTH SIDE OF THE SERVICE STATION FOR 0.05
 OY0172'MILE TO THE SOUTHWEST CORNER OF THE LOT, AND THE STATION ON
 OY0172'THE RAILROAD RIGHT-OF-WAY.
 OY0172'
 OY0172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST
 OY0172'PART OF IDAHO FALLS
 OY0172
 OY0172                          STATION RECOVERY (1971)
 OY0172
 OY0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OY0172'IN IDAHO FALLS.
 OY0172'0.2 MILE SOUTHWEST OF WHERE ANDERSON STREET JUNCTIONS WITH U.S.
 OY0172'HIGHWAY 20, 200 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HUSKY
 OY0172'SERVICE STATION, 57.5 FEET SOUTHWEST OF A SWITCH PLATFORM TO SWITCH
 OY0172'CARS INTO THE LUMBER YARD, 31.5 FEET SOUTHEAST OF THE NEAREST RAIL OF
 OY0172'THE RAILROAD, 14 FEET SOUTHWEST OF THE WEST END OF A GATE AT THE
 OY0172'NORTHWEST CORNER OF THE FENCE AROUND THE LUMBER YARD, AND 4 FEET WEST
 OY0172'OF THE CYCLONE FENCE ON THE WEST SIDE OF THE LUMBER YARD.  A WITNESS
 OY0172'SIGN WAS WIRED INTO THE CYCLONE FENCE.  THE MARK IS 6 INCHES BELOW THE
 OY0172'SURFACE IN A 4-INCH WELL PROTECTED BY A 1 1/2 BY 2 FOOT CONCRETE SLAB.
 OY0172
 OY0172                          STATION RECOVERY (1973)
 OY0172
 OY0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BHB)
 OY0172'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 OY0172'W.W.H., 1959 IN GOOD CONDITION.
 OY0172
 OY0172                          STATION RECOVERY (1978)
 OY0172
 OY0172'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0172'RECOVERED IN GOOD CONDITION.
 OY0172
 OY0172                          STATION RECOVERY (1983)
 OY0172
 OY0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0172'RECOVERED IN GOOD CONDITION.
 OY0172
 OY0172                          STATION RECOVERY (1992)
 OY0172
 OY0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0172'1.4 KM (0.85 MI) SOUTHEASTERLY ALONG BROADWAY STREET FROM THE
 OY0172'JUNCTION OF INTERSTATE HIGHWAY 15 (EXIT 117) IN IDAHO FALLS, THENCE
 OY0172'2.4 KM (1.50 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD, IN LAVA
 OY0172'ROCK 0.15 M (0.49 FT) BELOW THE GROUND SURFACE, 9.9 M (32.5 FT)
 OY0172'SOUTHEAST OF THE NEAR RAIL, 4.2 M (13.8 FT) SOUTHWEST OF THE CORNER
 OY0172'OF A CHAIN-LINK FENCE ENCLOSING THE BMC WEST LUMBER COMPANY, 1.2 M
 OY0172'(3.9 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND 0.6 M (2.0 FT)
 OY0172'ABOVE THE LEVEL OF THE TRACK.  NOTE--ACCESS TO THE DISK IS THROUGH A
 OY0172'4-INCH HOLE IN A CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0173 ***********************************************************************
 OY0173  DESIGNATION -  IDAHO FALLS SW BASE RM 3
 OY0173  PID         -  OY0173
 OY0173  STATE/COUNTY-  ID/BONNEVILLE
 OY0173  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0173
 OY0173                         *CURRENT SURVEY CONTROL
 OY0173  ___________________________________________________________________
 OY0173* NAD 83(1986)-  43 30 36.     (N)    112 01 31.     (W)     SCALED    
 OY0173* NAVD 88     -      1443.053  (meters)    4734.42   (feet)  POSTED    
 OY0173  ___________________________________________________________________
 OY0173  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 OY0173  DYNAMIC HT  -        1442.290 (meters)    4731.91  (feet)  COMP
 OY0173  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 OY0173
 OY0173  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 OY0173
 OY0173.The horizontal coordinates were scaled from a topographic map and have
 OY0173.an estimated accuracy of +/- 6 seconds.
 OY0173
 OY0173.The orthometric height was determined by differential leveling
 OY0173.and adjusted by the National Geodetic Survey in 1992..
 OY0173.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 OY0173.rate of 3.1 thru 4.0 mm/km.
 OY0173
 OY0173.The geoid height was determined by GEOID03.
 OY0173
 OY0173.The dynamic height is computed by dividing the NAVD 88
 OY0173.geopotential number by the normal gravity value computed on the
 OY0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0173.degrees latitude (g = 980.6199 gals.).
 OY0173
 OY0173.The modeled gravity was interpolated from observed gravity values.
 OY0173
 OY0173;                    North         East    Units  Estimated Accuracy
 OY0173;SPC ID E     -   204,770.      211,430.      MT  (+/- 180 meters Scaled)
 OY0173
 OY0173                          SUPERSEDED SURVEY CONTROL
 OY0173
 OY0173  NGVD 29 (??/??/92) 1441.976  (m)         4730.88   (f) ADJ UNCH    1 2
 OY0173
 OY0173.Superseded values are not recommended for survey control.
 OY0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0173.See file dsdata.txt to determine how the superseded data were derived.
 OY0173
 OY0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP171179(NAD 83)
 OY0173_MARKER: DR = REFERENCE MARK DISK
 OY0173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0173_STAMPING: IDAHO FALLS SW BASE NO 3 1946
 OY0173_MARK LOGO: CGS   
 OY0173_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0173+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0173
 OY0173  HISTORY     - Date     Condition        Report By
 OY0173  HISTORY     - 1959     MONUMENTED       CGS
 OY0173  HISTORY     - 1971     GOOD             NGS
 OY0173  HISTORY     - 1983     GOOD             NGS
 OY0173  HISTORY     - 19920625 GOOD             NGS
 OY0173
 OY0173                          STATION DESCRIPTION
 OY0173
 OY0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OY0173'IN IDAHO FALLS.
 OY0173'0.2 MILE SOUTHWEST OF WHERE ANDERSON STREET JUNCTIONS WITH U.S.
 OY0173'HIGHWAY 20, 118.93 FEET SOUTHWEST OF TRIANGULATION STATION IDAHO FALLS
 OY0173'S.W. BASE 1946, 26 FEET NORTHWEST OF THE NEAREST RAIL OF THE RAILROAD
 OY0173'TRACKS, AND 12 FEET NORTH-NORTHEAST OF A TELEPHONE POLE SET IN
 OY0173'CONCRETE IN A 4-INCH PIPE THAT PROJECTS 1 FOOT.
 OY0173
 OY0173                          STATION RECOVERY (1983)
 OY0173
 OY0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0173'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OY0173'THE FOLLOWING EXCEPTION, DELETE 1 POLE SOUTH-SOUTHWEST OF REFERENCE
 OY0173'MARK IDAHO FALLS S.W. BASE NO. 4, 12 FEET NORTH OF A TELEPHONE POLE.
 OY0173
 OY0173                          STATION RECOVERY (1992)
 OY0173
 OY0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0173'1.4 KM (0.85 MI) SOUTHEASTERLY ALONG BROADWAY STREET FROM THE
 OY0173'JUNCTION OF INTERSTATE HIGHWAY 15 (EXIT 117) IN IDAHO FALLS, THENCE
 OY0173'2.4 KM (1.50 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD, 36.2 M
 OY0173'(118.8 FT) WEST OF TRIANGULATION STATION IDAHO FALLS SW BASE, 27.5 M
 OY0173'(90.2 FT) SOUTHWEST OF REFERENCE MARK 4, 7.9 M (25.9 FT) NORTHWEST OF
 OY0173'THE NEAR RAIL, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE TRACK.
 OY0173'NOTE--THE DISK IS AFFIXED TO A 4-INCH METAL PIPE AND PROJECTS 0.2 M
 OY0173'(0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0174 ***********************************************************************
 OY0174  DESIGNATION -  IDAHO FALLS SW BASE RM 4
 OY0174  PID         -  OY0174
 OY0174  STATE/COUNTY-  ID/BONNEVILLE
 OY0174  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0174
 OY0174                         *CURRENT SURVEY CONTROL
 OY0174  ___________________________________________________________________
 OY0174* NAD 83(1986)-  43 30 36.     (N)    112 01 29.     (W)     SCALED    
 OY0174* NAVD 88     -      1443.367  (meters)    4735.45   (feet)  ADJUSTED  
 OY0174  ___________________________________________________________________
 OY0174  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 OY0174  DYNAMIC HT  -        1442.607 (meters)    4732.95  (feet)  COMP
 OY0174  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 OY0174
 OY0174  VERT ORDER  -  FIRST     CLASS II
 OY0174
 OY0174.The horizontal coordinates were scaled from a topographic map and have
 OY0174.an estimated accuracy of +/- 6 seconds.
 OY0174
 OY0174.The orthometric height was determined by differential leveling
 OY0174.and adjusted by the National Geodetic Survey in June 1991..
 OY0174
 OY0174.The geoid height was determined by GEOID03.
 OY0174
 OY0174.The dynamic height is computed by dividing the NAVD 88
 OY0174.geopotential number by the normal gravity value computed on the
 OY0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0174.degrees latitude (g = 980.6199 gals.).
 OY0174
 OY0174.The modeled gravity was interpolated from observed gravity values.
 OY0174
 OY0174;                    North         East    Units  Estimated Accuracy
 OY0174;SPC ID E     -   204,770.      211,480.      MT  (+/- 180 meters Scaled)
 OY0174
 OY0174                          SUPERSEDED SURVEY CONTROL
 OY0174
 OY0174  NGVD 29 (??/??/92) 1442.289  (m)         4731.91   (f) ADJ UNCH    1 2
 OY0174
 OY0174.Superseded values are not recommended for survey control.
 OY0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0174.See file dsdata.txt to determine how the superseded data were derived.
 OY0174
 OY0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP171179(NAD 83)
 OY0174_MARKER: DR = REFERENCE MARK DISK
 OY0174_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0174_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OY0174_STAMPING: IDAHO FALLS SW BASE NO 4 1946
 OY0174_MARK LOGO: CGS   
 OY0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0174+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0174
 OY0174  HISTORY     - Date     Condition        Report By
 OY0174  HISTORY     - 1959     MONUMENTED       CGS
 OY0174  HISTORY     - 1971     GOOD             NGS
 OY0174  HISTORY     - 1978     GOOD             LOCSUR
 OY0174  HISTORY     - 1983     GOOD             NGS
 OY0174  HISTORY     - 19920625 GOOD             NGS
 OY0174
 OY0174                          STATION DESCRIPTION
 OY0174
 OY0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OY0174'IN IDAHO FALLS.
 OY0174'0.2 MILE SOUTHWEST OF WHERE ANDERSON STREET JUNCTIONS WITH U.S.
 OY0174'HIGHWAY 20, 200 FEET SOUTHWEST OF THE NORTHEAST POINT OF A TRIANGLE OF
 OY0174'LAND FORMED BY THE RAILROAD, 83.09 FEET NORTHWEST OF TRIANGULATION
 OY0174'STATION IDAHO FALLS S.W. BASE 1946, 48 FEET SOUTHEAST OF THE NEAREST
 OY0174'RAIL OF THE NORTHWEST SET OF TRACKS, 26 FEET NORTHWEST OF THE NEAREST
 OY0174'RAIL OF THE SOUTHEAST SET OF TRACKS, AND 12 FEET SOUTHWEST OF A
 OY0174'TELEPHONE POLE SET IN CONCRETE IN A 4-INCH PIPE THAT PROJECTS 4
 OY0174'INCHES.
 OY0174
 OY0174                          STATION RECOVERY (1978)
 OY0174
 OY0174'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0174'RECOVERED IN GOOD CONDITION.
 OY0174
 OY0174                          STATION RECOVERY (1983)
 OY0174
 OY0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0174'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OY0174'THE FOLLOWING EXCEPTION, DELETE 11 1/2 FEET SOUTHWEST OF A TELEPHONE
 OY0174'POLE.
 OY0174
 OY0174                          STATION RECOVERY (1992)
 OY0174
 OY0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0174'1.4 KM (0.85 MI) SOUTHEASTERLY ALONG BROADWAY STREET FROM THE
 OY0174'JUNCTION OF INTERSTATE HIGHWAY 15 (EXIT 117) IN IDAHO FALLS, THENCE
 OY0174'2.4 KM (1.50 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD, 27.5 M
 OY0174'(90.2 FT) NORTHEAST OF REFERENCE MARK 3, 25.4 M (83.3 FT) NORTH OF
 OY0174'TRIANGULATION STATION IDAHO FALLS SW BASE, 8.2 M (26.9 FT) NORTHWEST
 OY0174'OF THE NEAR RAIL, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE TRACK.
 OY0174'NOTE--THE DISK IS AFFIXED TO A 4-INCH METAL PIPE AND PROJECTS 0.1 M
 OY0174'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1067 ***********************************************************************
 SU1067  DESIGNATION -  IDAHO PEAK
 SU1067  PID         -  SU1067
 SU1067  STATE/COUNTY-  ID/SHOSHONE
 SU1067  USGS QUAD   -  GEM PEAK (1983)
 SU1067
 SU1067                         *CURRENT SURVEY CONTROL
 SU1067  ___________________________________________________________________
 SU1067* NAD 83(1992)-  47 53 15.02446(N)    115 57 17.12709(W)     ADJUSTED  
 SU1067* NAVD 88     -      1984.     (meters)    6509.     (feet)  SCALED    
 SU1067  ___________________________________________________________________
 SU1067  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 SU1067  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 SU1067
 SU1067  HORZ ORDER  -  FIRST
 SU1067
 SU1067.The horizontal coordinates were established by classical geodetic methods
 SU1067.and adjusted by the National Geodetic Survey in July 1992..
 SU1067
 SU1067.The orthometric height was scaled from a topographic map.
 SU1067
 SU1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1067
 SU1067.The geoid height was determined by GEOID03.
 SU1067
 SU1067;                    North         East     Units Scale Factor Converg.
 SU1067;SPC ID W     -   691,280.243   784,687.732   MT  0.99993621   -0 09 06.8
 SU1067;SPC MT       -   424,063.632   118,047.939   MT  0.99950944   -4 43 18.1
 SU1067;SPC MT       - 1,391,284.88    387,296.39   iFT  0.99950944   -4 43 18.1
 SU1067;UTM  11      - 5,304,325.958   578,139.313   MT  0.99967503   +0 46 31.6
 SU1067
 SU1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SU1067!SPC ID W     -   0.99969164  x   0.99993621  =   0.99962787
 SU1067!SPC MT       -   0.99969164  x   0.99950944  =   0.99920123
 SU1067!UTM  11      -   0.99969164  x   0.99967503  =   0.99936677
 SU1067
 SU1067:                Primary Azimuth Mark                     Grid Az
 SU1067:SPC ID W     -  LOVELAND LOOKOUT TOWER                   035 23 53.2
 SU1067:SPC MT       -  LOVELAND LOOKOUT TOWER                   039 58 04.5
 SU1067:UTM  11      -  LOVELAND LOOKOUT TOWER                   034 28 14.8
 SU1067
 SU1067|---------------------------------------------------------------------|
 SU1067| PID    Reference Object                     Distance      Geod. Az  |
 SU1067|                                                           dddmmss.s |
 SU1067| SU1060 LOVELAND LOOKOUT TOWER              APPROX.14.6 KM 0351446.4 |
 SU1067| SU1066 GEM PEAK LOOKOUT TOWER              APPROX. 4.6 KM 0502606.1 |
 SU1067| SU1061 STEVENS PEAK LOOKOUT HOUSE          APPROX.13.9 KM 0755544.3 |
 SU1067| CH6795 IDAHO PEAK AZ MK                                   0794505.1 |
 SU1067| SU1062 BLOOM PEAK LOOKOUT HOUSE            APPROX.17.4 KM 1474123.1 |
 SU1067| SU1064 TAYLOR PEAK LOOKOUT HOUSE           APPROX.11.7 KM 1531943.4 |
 SU1067| SU1065 HULLIMAN PEAK LOOKOUT TOWER         APPROX. 7.4 KM 1593551.7 |
 SU1067| SV1418 URANUS PEAK LOOKOUT TOWER           APPROX.20.0 KM 1945248.0 |
 SU1067| SV1409 LITTLE GUARD PEAK LOH               APPROX.10.7 KM 2010958.4 |
 SU1067| SV1408 POND PEAK LOOKOUT HOUSE             APPROX. 8.4 KM 2391954.1 |
 SU1067| CH6796 IDAHO PEAK RM 2                                    30134     |
 SU1067| SV1414 BEAVER PEAK LOOKOUT TOWER           APPROX.19.6 KM 3043632.7 |
 SU1067| SU1068 IDAHO POINT LOOKOUT TOWER             9.272 METERS 34243     |
 SU1067|---------------------------------------------------------------------|
 SU1067
 SU1067                          SUPERSEDED SURVEY CONTROL
 SU1067
 SU1067  NAD 83(1986)-  47 53 15.02809(N)    115 57 17.11686(W) AD(       ) 1
 SU1067  NAD 27      -  47 53 15.31006(N)    115 57 13.47357(W) AD(       ) 1
 SU1067
 SU1067.Superseded values are not recommended for survey control.
 SU1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1067.See file dsdata.txt to determine how the superseded data were derived.
 SU1067
 SU1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP7813904326(NAD 83)
 SU1067_MARKER: DR = REFERENCE MARK DISK
 SU1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU1067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SU1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU1067+STABILITY: SURFACE MOTION
 SU1067
 SU1067  HISTORY     - Date     Condition        Report By
 SU1067  HISTORY     - 1938     MONUMENTED       USGS
 SU1067  HISTORY     - 1940     GOOD             CGS
 SU1067  HISTORY     - 1940     GOOD             CGS
 SU1067
 SU1067                          STATION DESCRIPTION
 SU1067
 SU1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SU1067'DIRECTIONS OBSERVED BY USGS, 1938, HAVE BEEN REDUCED
 SU1067'FROM --IDAHO POINT L.O.-- TO THIS STATION USING TIE OF REFERENCE MARK
 SU1067'NO. 2.
 SU1067'
 SU1067'STATION MARK--A USGS REFERENCE MARK STAMPED---R.M. NO.2--- AND IS
 SU1067'SET IN A LARGE BOULDER.  AT THE TIME THE STATION WAS OCCUPIED, THE
 SU1067'FOLLOWING WAS STAMPED ON THE DISK ---IDAHO PK. C. AND G.S. 1940---.
 SU1067
 SU1067                          STATION RECOVERY (1940)
 SU1067
 SU1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU1067'THE STATION IS IN THE COEUR D ALENE NATIONAL FOREST.  IT IS
 SU1067'ABOUT 2-1/2 MILES S AND 11-1/2 MILES W FROM NOXON, MONTANA,
 SU1067'1/2 MILE W OF THE IDAHO AND MONTANA STATE LINE.  IT IS ON
 SU1067'THE MOST WESTERLY AND HIGHER OF TWO PEAKS ON THE MONTANA AND
 SU1067'IDAHO DIVIDE.  THE EASTERLY PEAK IS KNOWN AS 80 PEAK AND
 SU1067'THERE IS A LOOKOUT HOUSE AND A STATE LINE MILE POST ON IT.
 SU1067'THERE IS A LOOKOUT TOWER ON IDAHO POINT.  THE STATION IS 29.64
 SU1067'FEET SSE OF THE CENTER OF THE LOOKOUT TOWER AND IS SET IN A
 SU1067'LARGE BOULDER.  IT IS A U.S.G.S. REFERENCE MARK, STAMPED R.M.
 SU1067'NO. 2.  AT THE TIME THE STATION WAS OCCUPIED, THE FOLLOWING
 SU1067'WAS STAMPED ON THE DISK--IDAHO PK. C. AND G.S. 1940.
 SU1067'
 SU1067'REFERENCE MARK NO. 1 IS CENTERED BENEATH THE LOOKOUT TOWER
 SU1067'AND IS SET IN A BOULDER.  IT IS A U.S.G.S. BENCH MARK, STAMPED
 SU1067'IDAHO PT. 1938.  AT THE TIME THE STATION WAS OCCUPIED, IT WAS
 SU1067'STAMPED C. AND G.S. IDAHO PK. R.M. NO. 1, 1940.
 SU1067'
 SU1067'REFERENCE MARK NO. 2 IS ABOUT 1 METER LOWER THAN THE STATION
 SU1067'SET IN A BOULDER.  IT IS A U.S.G.S. REFERENCE MARK, STAMPED
 SU1067'R.M. NO. 1.  AT THE TIME THE STATION WAS OCCUPIED, IT WAS
 SU1067'STAMPED IDAHO PK. C. AND G.S. R.M. NO. 2, 1940.
 SU1067'
 SU1067'THE AZIMUTH MARK IS 0.3 MILE E OF THE STATION, 3 FEET W OF
 SU1067'80 PEAK LOOKOUT.  IT IS A U.S. GENERAL LAND OFFICE MARK, STAMPED
 SU1067'A.P. 2 IDAHO-MONTANA 80 M 1934.  IT IS ON THE IDAHO AND MONTANA
 SU1067'STATE LINE ON THE HIGHEST PART OF 80 PEAK.  THE MARK IS
 SU1067'FASTENED TO THE TOP OF A 1-INCH IRON PIPE THAT EXTENDS 3 FEET
 SU1067'ABOVE THE GROUND.
 SU1067'
 SU1067'TO REACH THE STATION FROM THE POST OFFICE IN NOXON, MONTANA
 SU1067'GO NW FOR 0.1 MILE TO A FORK AND SIGN READING PILGRIM CREEK
 SU1067'ROAD, NO. 149.  TAKE LEFT FORK AND FOLLOW PILGRIM CREEK
 SU1067'ROAD S AND W FOR 6.4 MILES TO A DIM FORK ON THE LEFT AND A
 SU1067'SIGN READING SOUTH FORK ROAD.  CONTINUE STRAIGHT AHEAD ON THE
 SU1067'RIGHT FORK, MAIN ROAD, FOR 0.05 MILE TO ANOTHER FORK AND SIGN
 SU1067'READING 80 PEAK ROAD.  THEN TAKE THE LEFT FORK AND FOLLOW 80
 SU1067'PEAK ROAD UPHILL FOR 4.6 MILES TO A FORK.  TAKE LEFT FORK AND
 SU1067'FOLLOW 80 PEAK ROAD FOR 2.75 MILES TO THE TOP OF THE DIVIDE.
 SU1067'TURN LEFT AND GO S FOR 0.7 MILE TO IDAHO POINT LOOKOUT AND
 SU1067'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1068 ***********************************************************************
 SU1068  DESIGNATION -  IDAHO POINT LOOKOUT TOWER
 SU1068  PID         -  SU1068
 SU1068  STATE/COUNTY-  ID/SHOSHONE
 SU1068  USGS QUAD   -  GEM PEAK (1983)
 SU1068
 SU1068                         *CURRENT SURVEY CONTROL
 SU1068  ___________________________________________________________________
 SU1068* NAD 83(1992)-  47 53 15.31112(N)    115 57 17.25970(W)     ADJUSTED  
 SU1068* NAVD 88     -                                                        
 SU1068  ___________________________________________________________________
 SU1068  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 SU1068  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 SU1068
 SU1068  HORZ ORDER  -  THIRD
 SU1068
 SU1068.The horizontal coordinates were established by classical geodetic methods
 SU1068.and adjusted by the National Geodetic Survey in July 1992..
 SU1068
 SU1068
 SU1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1068
 SU1068.The geoid height was determined by GEOID03.
 SU1068
 SU1068;                    North         East     Units Scale Factor Converg.
 SU1068;SPC ID W     -   691,289.103   784,685.001   MT  0.99993621   -0 09 06.9
 SU1068;SPC MT       -   424,072.678   118,045.924   MT  0.99950946   -4 43 18.2
 SU1068;SPC MT       - 1,391,314.56    387,289.78   iFT  0.99950946   -4 43 18.2
 SU1068;UTM  11      - 5,304,334.771   578,136.440   MT  0.99967502   +0 46 31.5
 SU1068
 SU1068                          SUPERSEDED SURVEY CONTROL
 SU1068
 SU1068  NAD 83(1986)-  47 53 15.31503(N)    115 57 17.25063(W) AD(       ) 4
 SU1068  NAD 27      -  47 53 15.58916(N)    115 57 13.60366(W) AD(       ) 3
 SU1068
 SU1068.Superseded values are not recommended for survey control.
 SU1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1068.See file dsdata.txt to determine how the superseded data were derived.
 SU1068
 SU1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP7813604335(NAD 83)
 SU1068
 SU1068  HISTORY     - Date     Condition        Report By
 SU1068  HISTORY     - 1940     MONUMENTED       CGS
 SU1068
 SU1068                          STATION DESCRIPTION
 SU1068
 SU1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SU1068'SEE STATION IDAHO PEAK USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 MT0781 ***********************************************************************
 MT0781  DESIGNATION -  IDAVADA
 MT0781  PID         -  MT0781
 MT0781  STATE/COUNTY-  ID/TWIN FALLS
 MT0781  USGS QUAD   -  JACKPOT (1989)
 MT0781
 MT0781                         *CURRENT SURVEY CONTROL
 MT0781  ___________________________________________________________________
 MT0781* NAD 83(1994)-  41 59 45.66932(N)    114 38 05.36367(W)     ADJUSTED  
 MT0781* NAVD 88     -      1630.60   (+/-2cm)    5349.7    (feet)  VERTCON   
 MT0781  ___________________________________________________________________
 MT0781  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 MT0781  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 MT0781
 MT0781  HORZ ORDER  -  FIRST
 MT0781  VERT ORDER  -  THIRD ? (See Below)
 MT0781
 MT0781.The horizontal coordinates were established by classical geodetic methods
 MT0781.and adjusted by the National Geodetic Survey in June 1998..
 MT0781
 MT0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 MT0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MT0781.The vertical order pertains to the NGVD 29 superseded value.
 MT0781
 MT0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 MT0781
 MT0781.The geoid height was determined by GEOID03.
 MT0781
 MT0781;                    North         East     Units Scale Factor Converg.
 MT0781;SPC ID C     -    36,774.228   447,403.787   MT  0.99998140   -0 25 29.1
 MT0781;SPC NV E     - 8,804,691.185   278,582.205   MT  0.99997596   +0 38 04.8
 MT0781;SPC NV E     -28,886,724.33    913,981.78   sFT  0.99997596   +0 38 04.8
 MT0781;UTM  11      - 4,652,040.358   695,896.445   MT  1.00007223   +1 34 58.8
 MT0781
 MT0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MT0781!SPC ID C     -   0.99974673  x   0.99998140  =   0.99972814
 MT0781!SPC NV E     -   0.99974673  x   0.99997596  =   0.99972270
 MT0781!UTM  11      -   0.99974673  x   1.00007223  =   0.99981894
 MT0781
 MT0781|---------------------------------------------------------------------|
 MT0781| PID    Reference Object                     Distance      Geod. Az  |
 MT0781|                                                           dddmmss.s |
 MT0781| DD6048 IDAVADA RM 1                         22.655 METERS 00411     |
 MT0781| DD6049 IDAVADA RM 2                         18.822 METERS 10520     |
 MT0781| DD6047 IDAVADA AZ MK                                      3055015.7 |
 MT0781|---------------------------------------------------------------------|
 MT0781
 MT0781                          SUPERSEDED SURVEY CONTROL
 MT0781
 MT0781  NAD 83(1994)-  41 59 45.66889(N)    114 38 05.36215(W) AD(       ) 1
 MT0781  NAD 83(1992)-  41 59 45.66723(N)    114 38 05.35809(W) AD(       ) 1
 MT0781  NAD 83(1986)-  41 59 45.66699(N)    114 38 05.35772(W) AD(       ) 1
 MT0781  NAD 27      -  41 59 45.98700(N)    114 38 02.22900(W) AD(       ) 1
 MT0781  NGVD 29 (07/19/86) 1629.50   (m)         5346.1    (f) LEVELING    3  
 MT0781
 MT0781.Superseded values are not recommended for survey control.
 MT0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MT0781.See file dsdata.txt to determine how the superseded data were derived.
 MT0781
 MT0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG9589652040(NAD 83)
 MT0781_MARKER: Z = SEE DESCRIPTION
 MT0781_SETTING: 0 = UNSPECIFIED SETTING
 MT0781_PROJECTION: FLUSH
 MT0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MT0781
 MT0781  HISTORY     - Date     Condition        Report By
 MT0781  HISTORY     - 1947     MONUMENTED       CGS
 MT0781  HISTORY     - 1957     GOOD             USGS
 MT0781
 MT0781                          STATION DESCRIPTION
 MT0781
 MT0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FAR)
 MT0781'STATION IS ON LOW SAGE-BRUSH COVERED FLATS ON THE IDAHO-NEVADA
 MT0781'STATE LINE, ABOUT 18 MILES S OF ROGERSON, ABOUT 0.25 MILE E OF
 MT0781'THE OREGON SHORT LINE RAILROAD AND UNDER A BARB-WIRE FENCE.
 MT0781'
 MT0781'STATION MARK IS A GENERAL LAND OFFICE PIPE AND MARKS A TOWNSHIP
 MT0781'CORNER, IT PROJECTS ABOUT 7 INCHES AND IS SURROUNDED BY A SQUARE
 MT0781'TOPPED BLOCK OF CONCRETE.
 MT0781'
 MT0781'RFERENCE MARK NO 1 IS NOTE 11A, IS FLUSH WITH GROUND AND IT
 MT0781'IS STAMPED IDAVADA NO 1 19479 IT IS IN IDAHO.
 MT0781'
 MT0781'REFERENCE MARK NO 2 IS NOTE 11A, PROJECTS ABOUT 3 INCHES,
 MT0781'IS ABOUT 10 FEET S OF THE STATES LINE AND IS STAMPED IDAVADA
 MT0781'NO 2 1947.
 MT0781'
 MT0781'AZIMUTH MARK IS ABOUT 0.3 MILE NW OF THE STATION AND LOCATED
 MT0781'IN IDAHO ON A SMALL RIDGE THAT EXTENDS SW FROM A LOW BUTTE
 MT0781'THAT LIES NORTH OF THE STATION.  IT IS ABOUT 27 PACES SW OF A
 MT0781'TRACK ROAD AND 5 FEET SW OF A ROCK CAIRN WHICH IS ABOUT TWO
 MT0781'FEET HIGH.  IT IS SET IN BEDROCK ABOUT FLUSH WITH THE
 MT0781'SURROUNDING GROUND AND IS STAMPED IDAVADA 1947.
 MT0781'
 MT0781'TO REACH FROM THE POST OFFICE IN ROGERSON GO S ON U.S. 93
 MT0781'FOR ABOUT 18 MILES TO THE IDAHO-NEVADA STATE LINE AND A SIDE
 MT0781'ROAD LEFT, TURN LEFT AND GO E ON TRACK ROAD FOR 0.2 MILES TO
 MT0781'A FORK, KEEP LEFT AND GO 1.5 MILES TO A WHITE GATE AND RR
 MT0781'CROSSING, PASS THROUGH GATE-CROSS RR TRACKS-PASS THROUGH ANOTHER
 MT0781'WHITE GATE, THENCE RIGHT ON TRACK ROAD FOR 0.2 MILE TO
 MT0781'AZIMUTH MARK AS DESCRIBED, CONTINUE ON TRACK ROAD FOR 0.15
 MT0781'MILE THENCE RIGHT THROUGH THE SAGE-BRUSH AND DOWN A SHORT
 MT0781'SLOPE TO THE BARB-WIRE FENCE AND STATION.
 MT0781
 MT0781                          STATION RECOVERY (1957)
 MT0781
 MT0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MT0781'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41114-4, STATION 1002.
 MT0781'NOTE BY USGS, 1957--REFERENCE MARK NO. 1 HAS BEEN HIT BY A DISK AND
 MT0781'THE NORTHWEST CORNER OF THE MONUMENT AND PART OF THE BRASS CAP HAVE
 MT0781'BEEN CHIPPED OFF.
 MT0781'STATION MARK--GENERAL LAND OFFICE PIPE, STAMPED, PROJECTING ABOUT 7
 MT0781'INCHES AND IS SURROUNDED BY A SQUARE TOPPED BLOCK OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1271 ***********************************************************************
 NV1271  DESIGNATION -  IDAVADA
 NV1271  PID         -  NV1271
 NV1271  STATE/COUNTY-  ID/OWYHEE
 NV1271  USGS QUAD   -  COWAN RESERVOIR (1979)
 NV1271
 NV1271                         *CURRENT SURVEY CONTROL
 NV1271  ___________________________________________________________________
 NV1271* NAD 83(1994)-  42 01 32.69992(N)    115 35 10.03656(W)     ADJUSTED  
 NV1271* NAVD 88     -      1796.9    (meters)    5895.     (feet)  VERTCON   
 NV1271  ___________________________________________________________________
 NV1271  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 NV1271  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 NV1271
 NV1271  HORZ ORDER  -  THIRD
 NV1271
 NV1271.The horizontal coordinates were established by classical geodetic methods
 NV1271.and adjusted by the National Geodetic Survey in June 1998..
 NV1271
 NV1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1271
 NV1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1271
 NV1271.The geoid height was determined by GEOID03.
 NV1271
 NV1271;                    North         East     Units Scale Factor Converg.
 NV1271;SPC ID W     -    39,893.825   813,571.100   MT  0.99993560   +0 06 35.0
 NV1271;SPC NV E     - 8,807,557.931   199,769.134   MT  0.99990000   -0 00 06.7
 NV1271;SPC NV E     -28,896,129.65    655,409.23   sFT  0.99990000   -0 00 06.7
 NV1271;UTM  11      - 4,653,602.159   617,048.108   MT  0.99976858   +0 56 47.9
 NV1271
 NV1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1271!SPC ID W     -   0.99972079  x   0.99993560  =   0.99965641
 NV1271!SPC NV E     -   0.99972079  x   0.99990000  =   0.99962082
 NV1271!UTM  11      -   0.99972079  x   0.99976858  =   0.99948944
 NV1271
 NV1271|---------------------------------------------------------------------|
 NV1271| PID    Reference Object                     Distance      Geod. Az  |
 NV1271|                                                           dddmmss.s |
 NV1271| CS8463 IDAVADA RM 2                          8.248 METERS 06825     |
 NV1271| CS8462 IDAVADA RM 1                          5.773 METERS 33534     |
 NV1271|---------------------------------------------------------------------|
 NV1271
 NV1271                          SUPERSEDED SURVEY CONTROL
 NV1271
 NV1271  NAD 83(1992)-  42 01 32.69838(N)    115 35 10.03483(W) AD(       ) 3
 NV1271  NGVD 29 (11/02/93) 1795.7    (m)         5891.     (f) VERT ANG       
 NV1271
 NV1271.Superseded values are not recommended for survey control.
 NV1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1271.See file dsdata.txt to determine how the superseded data were derived.
 NV1271
 NV1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG1704853602(NAD 83)
 NV1271_MARKER: DS = TRIANGULATION STATION DISK
 NV1271_SETTING: 80 = SET IN A BOULDER
 NV1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1271+STABILITY: SURFACE MOTION
 NV1271
 NV1271  HISTORY     - Date     Condition        Report By
 NV1271  HISTORY     - 1935     MONUMENTED       USGS
 NV1271  HISTORY     - 1974     GOOD             USGS
 NV1271
 NV1271                          STATION DESCRIPTION
 NV1271
 NV1271'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 NV1271'LOCATED ABOUT 8 MI N. AND 4 MI E. OF ROWLAND POST OFFICE, NV, 19
 NV1271'MI BY RD., ABOUT 6 MI NW. OF GEORGE KNIGHT RANCH, 0.6 MI SW. OF
 NV1271'SMALL CABIN AND CORRAL IN WIDE NW.-SE. DRAW.  CABIN IS ABOUT 100
 NV1271'FT SW. OF RD.  STATION IS ON WIDE FLATTOP RIDGE SW. OF CABIN.
 NV1271'
 NV1271'TO REACH FROM ROWLAND, DRIVE 1.5 MI SE. TO NORTH FORK-JARBIDGE
 NV1271'RD.  TURN LEFT 11.8 MI NE. TO T-RD. FORK N. AT 3-WAY FENCE CORNER
 NV1271'(N.-S.-E. FENCE).  TAKE LEFT FORK 0.75 MI N.  TAKE LEFT HAND RD.
 NV1271'0.8 MI TO X-RD.  TURN LEFT 3.5 MI W. FOLLOWING RD. TO CABIN AND
 NV1271'CORRAL.  DRIVE 0.6 MI SW. TO TOP OF RIDGE AND STATION.
 NV1271'
 NV1271'STATION MARK--STANDARD BRONZE TABLET STAMPED---IDAVADA RS 1935---,
 NV1271'CEMENTED IN BOULDER IN PLACE.
 NV1271'
 NV1271'RM 1--STANDARD RM TABLET STAMPED---NO 1 IDAVADA 1935---, CEMENTED
 NV1271'IN BOULDER IN PLACE.
 NV1271'
 NV1271'RM 2--1-INCH DRILL HOLE 3 INCHES DEEP IN BOULDER IN PLACE.
 NV1271
 NV1271                          STATION RECOVERY (1974)
 NV1271
 NV1271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV1271'OCCUPIED ONLY TO ESTABLISH ETVA ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1541 ***********************************************************************
 SV1541  DESIGNATION -  IDLEWILD
 SV1541  PID         -  SV1541
 SV1541  STATE/COUNTY-  ID/KOOTENAI
 SV1541  USGS QUAD   -  BAYVIEW (1996)
 SV1541
 SV1541                         *CURRENT SURVEY CONTROL
 SV1541  ___________________________________________________________________
 SV1541* NAD 83(1992)-  47 57 24.11499(N)    116 32 07.26268(W)     ADJUSTED  
 SV1541* NAVD 88     -       630.     (meters)    2067.     (feet)  SCALED    
 SV1541  ___________________________________________________________________
 SV1541  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 SV1541  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 SV1541
 SV1541  HORZ ORDER  -  SECOND
 SV1541
 SV1541.The horizontal coordinates were established by classical geodetic methods
 SV1541.and adjusted by the National Geodetic Survey in July 1992..
 SV1541
 SV1541.The orthometric height was scaled from a topographic map.
 SV1541
 SV1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1541
 SV1541.The geoid height was determined by GEOID03.
 SV1541
 SV1541;                    North         East     Units Scale Factor Converg.
 SV1541;SPC ID W     -   699,251.316   741,347.993   MT  0.99997559   -0 34 59.7
 SV1541;UTM  11      - 5,311,591.934   534,689.701   MT  0.99961479   +0 20 42.3
 SV1541
 SV1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1541!SPC ID W     -   0.99990393  x   0.99997559  =   0.99987952
 SV1541!UTM  11      -   0.99990393  x   0.99961479  =   0.99951876
 SV1541
 SV1541|---------------------------------------------------------------------|
 SV1541| PID    Reference Object                     Distance      Geod. Az  |
 SV1541|                                                           dddmmss.s |
 SV1541| SV1535 MINE                                353.802 METERS 08350     |
 SV1541| CH6797 IDLEWILD RM 1                                      10748     |
 SV1541| CH6798 IDLEWILD RM 2                                      16712     |
 SV1541| SV1556 COPPER                              APPROX. 1.7 KM 2525012.8 |
 SV1541| SV1545 PEND OREILLE NAVAL HOSP STACK       APPROX. 2.6 KM 3160658.2 |
 SV1541| SV1537 PEND OREILLE NAVAL HOSP SPIPE       APPROX. 2.3 KM 3194226.3 |
 SV1541|---------------------------------------------------------------------|
 SV1541
 SV1541                          SUPERSEDED SURVEY CONTROL
 SV1541
 SV1541  NAD 83(1986)-  47 57 24.12029(N)    116 32 07.25562(W) AD(       ) 2
 SV1541  NAD 27      -  47 57 24.50159(N)    116 32 03.52587(W) AD(       ) 2
 SV1541
 SV1541.Superseded values are not recommended for survey control.
 SV1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1541.See file dsdata.txt to determine how the superseded data were derived.
 SV1541
 SV1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP3469011592(NAD 83)
 SV1541_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SV1541_SETTING: 66 = SET IN ROCK OUTCROP
 SV1541
 SV1541  HISTORY     - Date     Condition        Report By
 SV1541  HISTORY     - 1947     MONUMENTED       CGS
 SV1541
 SV1541                          STATION DESCRIPTION
 SV1541
 SV1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (ERM)
 SV1541'THE STATION IS AT SOUTH END OF PEND OREILLE LAKE AT
 SV1541'ENTRANCE TO IDLEWILD BAY ON WESTERLY OF TWO PRONGS MARKING
 SV1541'BERNARD POINT.  THE STATION IS ON SLOPE OF HILL 40 FEET ABOVE
 SV1541'MEAN WINTER LAKE LEVEL AND 3 METERS FROM LAKE EDGE.  THE MARK
 SV1541'IS SET IN OUTCROP WHICH IS SURROUNDED BY BRUSH.  THE STATION
 SV1541'IS DIFFICULT TO OCCUPY BECAUSE OF THE SLOPE.  IT SHOULD BE
 SV1541'RECOVERED BY BOAT.
 SV1541'
 SV1541'REFERENCE MARK NO. 1 IS SET IN OUTCROP EAST OF STATION AND 6
 SV1541'FEET HIGHER.
 SV1541'
 SV1541'REFERENCE MARK NO. 2 IS SET IN OUTCROP UP THE SLOPE SOUTH OF
 SV1541'STATION ABOUT 15 FEET HIGHER.  THE OUTCROP IS GENERALLY MOSS
 SV1541'COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1712 ***********************************************************************
 NU1712  DESIGNATION -  IDOM
 NU1712  PID         -  NU1712
 NU1712  STATE/COUNTY-  ID/CASSIA
 NU1712  USGS QUAD   -  IDAHOME (1978)
 NU1712
 NU1712                         *CURRENT SURVEY CONTROL
 NU1712  ___________________________________________________________________
 NU1712* NAD 83(1992)-  42 24 49.91289(N)    113 23 59.98284(W)     ADJUSTED  
 NU1712* NAVD 88     -      1348.6    (meters)    4425.     (feet)  VERTCON   
 NU1712  ___________________________________________________________________
 NU1712  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 NU1712  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 NU1712
 NU1712  HORZ ORDER  -  SECOND
 NU1712
 NU1712.The horizontal coordinates were established by classical geodetic methods
 NU1712.and adjusted by the National Geodetic Survey in July 1992..
 NU1712
 NU1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1712
 NU1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1712
 NU1712.The geoid height was determined by GEOID03.
 NU1712
 NU1712;                    North         East     Units Scale Factor Converg.
 NU1712;SPC ID C     -    83,164.367   549,384.920   MT  0.99997736   +0 24 16.9
 NU1712;UTM  12      - 4,698,519.241   302,525.930   MT  1.00007982   -1 37 09.4
 NU1712
 NU1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1712!SPC ID C     -   0.99979081  x   0.99997736  =   0.99976817
 NU1712!UTM  12      -   0.99979081  x   1.00007982  =   0.99987061
 NU1712
 NU1712|---------------------------------------------------------------------|
 NU1712| PID    Reference Object                     Distance      Geod. Az  |
 NU1712|                                                           dddmmss.s |
 NU1712| CM4935 IDOM RM 1                            12.608 METERS 13658     |
 NU1712| CM4936 IDOM RM 2                            12.385 METERS 22737     |
 NU1712| CM4934 IDOM AZ MK                                         3494842.0 |
 NU1712|---------------------------------------------------------------------|
 NU1712
 NU1712                          SUPERSEDED SURVEY CONTROL
 NU1712
 NU1712  NAD 83(1986)-  42 24 49.91055(N)    113 23 59.97839(W) AD(       ) 2
 NU1712  NAD 27      -  42 24 50.22610(N)    113 23 56.97950(W) AD(       ) 2
 NU1712  NGVD 29 (07/19/86) 1347.6    (m)         4421.     (f) VERT ANG       
 NU1712
 NU1712.Superseded values are not recommended for survey control.
 NU1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1712.See file dsdata.txt to determine how the superseded data were derived.
 NU1712
 NU1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM0252698519(NAD 83)
 NU1712_MARKER: DS = TRIANGULATION STATION DISK
 NU1712_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NU1712+WITH SETTING: PAVEMENT
 NU1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1712+STABILITY: SURFACE MOTION
 NU1712
 NU1712  HISTORY     - Date     Condition        Report By
 NU1712  HISTORY     - 1959     MONUMENTED       CGS
 NU1712  HISTORY     - 1968     GOOD             USGS
 NU1712  HISTORY     - 1981     GOOD             LOCSUR
 NU1712
 NU1712                          STATION DESCRIPTION
 NU1712
 NU1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 NU1712'LOCATED ABOUT 0.2 MILE SOUTHWEST OF THE BEACON TOWER AT IDAHOME,
 NU1712'300 FEET SOUTHWEST OF U.S. HIGHWAY 30S, AT THE NORTHEAST END
 NU1712'OF THE NORTH CORNER OF THE NORTH ONE OF FOUR CONCRETE SILOS.
 NU1712'
 NU1712'FROM THE JUNCTION OF U.S. HIGHWAY 30S AND STATE HIGHWAY 77 IN
 NU1712'DECLO, GO SOUTHEAST ON U.S. HIGHWAY 30S FOR 18.0 MILES TO IDEHOME
 NU1712'AIRWAY BEACON TOWER AND GRAVEL ROAD EAST, CONTINUE EAST ON
 NU1712'U.S. HIGHWAY 30S FOR 0.05 MILE TO TRACK ROAD ON RIGHT AND GATE,
 NU1712'TURN RIGHT THROUGH GATE, THENCE LEFT (EAST) FOR 0.15 MILE TO
 NU1712'FOUR CONCRETE SILOS AND STATION.
 NU1712'
 NU1712'STATION MARK IS A STANDARD TRIANGULATION DISK, STAMPED IDOM
 NU1712'1959, SET IN A DRILL HOLE IN A CONCRETE FOUNDATION FLUSH WITH
 NU1712'THE GROUND, IT IS ABOUT 300 FEET SOUTH WEST OF U.S. HIGHWAY
 NU1712'30S, 36 FEET NORTH OF THE NORTH ONE OF FOUR CONCRETE SILOS,
 NU1712'14 FEET EAST NORTHEAST OF NORTH CORNER OF A 3-FEET HIGH CONCRETE
 NU1712'WALL.
 NU1712'
 NU1712'R.M. 1 IS A STANDARD REFERENCE MARK DISK STAMPED, IDOM NO 1
 NU1712'1959, SET IN A DRILL HOLE IN AN OLD CONCRETE FOUNDATION
 NU1712'PROJECTING 3-FEET, IT IS 26 FEET EAST NORTHEAST OF THE NORTH
 NU1712'ONE OF FOUR CONCRETE SILOS, 1-FOOT WEST OF THE NORTH END OF
 NU1712'FOUNDATION
 NU1712'
 NU1712'R.M. 2 IS A STANDARD REFERENCE MARK DISK STAMPED IDOM NO 2
 NU1712'1959, SET IN A DRILL HOLE IN A CONCRETE WALL PROJECTING 4-FEET,
 NU1712'IT IS 22 FEET NORTHWEST OF THE NORTHWEST ONE OF FOUR CONCRETE
 NU1712'SILOS, 9 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE WALL.
 NU1712'
 NU1712'AZIMUTH MARK IS A STATE OF IDAHO DEPARTMENT OF PUBLIC WORKS
 NU1712'DISK WITH NO STAMPING, SET IN TOP OF A SQUARE CONCRETE POST
 NU1712'PROJECTING 6-INCHES, IT IS 200 FEET SOUTHEAST OF SOUTHEAST
 NU1712'CORNER OF FARM HOUSE, 45 FEET WEST OF CENTERLINE OF U.S.
 NU1712'HIGHWAY 30S, 3 FEET EAST OF RIGHTWAY FENCE.  TO REACHED
 NU1712'AZIMUTH MARK FROM STATION GO NORTH-NORTHWEST ON U.S. HIGHWAY
 NU1712'30S FOR 1.2 MILES TO AZIMUTH SITE.
 NU1712
 NU1712                          STATION RECOVERY (1968)
 NU1712
 NU1712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1712'DESCRIPTION AND POSITION LISTED IN NGS QUAD 42113-2, STATION 1003.
 NU1712'
 NU1712'STATION MARK--A STANDARD TRIANGULATION DISK STAMPED---IDOM 1959---,
 NU1712'SET IN A DRILL HOLE IN A CONCRETE FOUNDATION FLUSH WITH THE GROUND.
 NU1712
 NU1712                          STATION RECOVERY (1981)
 NU1712
 NU1712'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (SCP)
 NU1712'IDOM RECOVERED EXCELLENT.
 NU1712'
 NU1712'RM 1 RECOVERED EXCELLENT.
 NU1712'
 NU1712'RM 2 RECOVERED EXCELLENT.
 NU1712'
 NU1712'DISTANCE AND DIRECTION FROM NEAREST TOWN--SAME AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1755 ***********************************************************************
 SV1755  FBN         -  This is a Federal Base Network Control Station.
 SV1755  DESIGNATION -  IDTD 1 COEU GPS
 SV1755  PID         -  SV1755
 SV1755  STATE/COUNTY-  ID/KOOTENAI
 SV1755  USGS QUAD   -  COEUR D'ALENE (1996)
 SV1755
 SV1755                         *CURRENT SURVEY CONTROL
 SV1755  ___________________________________________________________________
 SV1755* NAD 83(1999)-  47 44 35.65147(N)    116 47 46.82797(W)     ADJUSTED  
 SV1755* NAVD 88     -       693.77   (meters)    2276.1    (feet)  N HEIGHT  
 SV1755  ___________________________________________________________________
 SV1755  X           -  -1,937,331.690 (meters)                     COMP
 SV1755  Y           -  -3,835,873.522 (meters)                     COMP
 SV1755  Z           -   4,698,226.346 (meters)                     COMP
 SV1755  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 SV1755  ELLIP HEIGHT-         676.20  (meters)          (09/01/00) GPS OBS
 SV1755  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 SV1755  DYNAMIC HT  -         693.80  (meters)    2276.2   (feet)  COMP
 SV1755  MODELED GRAV-     980,626.4   (mgal)                       NAVD 88
 SV1755
 SV1755  HORZ ORDER  -  A
 SV1755  VERT ORDER  -  THIRD
 SV1755  ELLP ORDER  -  THIRD     CLASS I
 SV1755
 SV1755.The horizontal coordinates were established by GPS observations
 SV1755.and adjusted by the National Geodetic Survey in September 2000..
 SV1755.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 SV1755.DATUM ITEM on the data sheet items page.
 SV1755
 SV1755.The orthometric height was determined by differential leveling
 SV1755.and adjusted by the National Geodetic Survey in August 1995..
 SV1755.The height was determined by precise leveling from only one NSRS
 SV1755.bench mark.  This was not adequate "tie leveling" to NSRS and was
 SV1755.allowed ONLY to validate the GPS-derived height.
 SV1755
 SV1755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SV1755
 SV1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1755
 SV1755.The ellipsoidal height was determined by GPS observations
 SV1755.and is referenced to NAD 83.
 SV1755
 SV1755.The geoid height was determined by GEOID03.
 SV1755
 SV1755.The dynamic height is computed by dividing the NAVD 88
 SV1755.geopotential number by the normal gravity value computed on the
 SV1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1755.degrees latitude (g = 980.6199 gals.).
 SV1755
 SV1755.The modeled gravity was interpolated from observed gravity values.
 SV1755
 SV1755;                    North         East     Units Scale Factor Converg.
 SV1755;SPC ID W     -   675,750.386   721,535.402   MT  1.00000896   -0 46 28.1
 SV1755;UTM  11      - 5,287,782.754   515,267.265   MT  0.99960286   +0 09 02.7
 SV1755
 SV1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1755!SPC ID W     -   0.99989403  x   1.00000896  =   0.99990299
 SV1755!UTM  11      -   0.99989403  x   0.99960286  =   0.99949693
 SV1755
 SV1755                          SUPERSEDED SURVEY CONTROL
 SV1755
 SV1755  NAD 83(1991)-  47 44 35.66169(N)    116 47 46.82533(W) AD(       ) 1
 SV1755  NAD 83(1992)-  47 44 35.64970(N)    116 47 46.82840(W) AD(       ) B
 SV1755  ELLIP H (05/15/92)  676.31   (m)                       GP(       ) 4 2
 SV1755  NAD 27      -  47 44 36.00412(N)    116 47 43.13352(W) AD(       ) 1
 SV1755  NAVD 88 (01/29/98)  693.77   (m)         2276.1    (f) LEVELING    3  
 SV1755  NGVD 29 (??/??/??)  692.61   (m)         2272.3    (f) N HEIGHT    3  
 SV1755
 SV1755.Superseded values are not recommended for survey control.
 SV1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1755.See file dsdata.txt to determine how the superseded data were derived.
 SV1755
 SV1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN1526787783(NAD 83)
 SV1755_MARKER: DH = HORIZONTAL CONTROL DISK
 SV1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV1755_SP_SET: CONCRETE POST
 SV1755_STAMPING: IDTD 1 COEU GPS 1991
 SV1755_MARK LOGO: NGS   
 SV1755_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1755+STABILITY: SURFACE MOTION
 SV1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1755+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 SV1755
 SV1755  HISTORY     - Date     Condition        Report By
 SV1755  HISTORY     - 1991     MONUMENTED       IDDT
 SV1755  HISTORY     - 19910910 GOOD             NGS
 SV1755  HISTORY     - 19960809 GOOD             NGS
 SV1755  HISTORY     - 19970105 GOOD             MTDOT
 SV1755  HISTORY     - 19990524 GOOD             NGS
 SV1755  HISTORY     - 20041113 GOOD             DJC
 SV1755
 SV1755                          STATION DESCRIPTION
 SV1755
 SV1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SV1755'THE STATION IS LOCATED AT THE NEW IDAHO TRANSPORTATION BUILDING,
 SV1755'BEHIND THE MAIN OFFICE BUILDING IN A WEEDED AREA BETWEEN PARKING
 SV1755'LOTS.  THE IDAHO TRANSPORTATION BUILDING IS LOCATED AT 600 WEST
 SV1755'PRAIRIE ON THE NORTHWEST SIDE OF COEUR DALENE.  OWNERSHIP--STATE OF
 SV1755'IDAHO.  CONTACT--GALE DAHLMAN, IDAHO TRANSPORTATION DEPARTMENT, PHONE
 SV1755'208-772-1200.
 SV1755'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 SV1755'THE U.S. HIGHWAY 95 OVERPASS, GO NORTH ON HIGHWAY 95 FOR 1.04 KM
 SV1755'(0.65 MI) TO THE JUNCTION OF KATHLEEN AVENUE.  CONTINUE AHEAD, NORTH
 SV1755'ON HIGHWAY 95 FOR 3.77 KM (2.34 MI) TO THE JUNCTION OF AQUA AVENUE ON
 SV1755'THE LEFT, ACROSS FROM AQUA DRILLING ON THE RIGHT.  TURN LEFT ON AQUA
 SV1755'AVENUE AND GO WEST FOR 0.21 KM (0.13 MI) TO A STOP SIGN.  CONTINUE
 SV1755'STRAIGHT AHEAD INTO THE PARKING LOT AND THEN BEAR RIGHT AND GO NORTH
 SV1755'IN PARKING LOT TO THE END AND TURN LEFT PASSING THROUGH GATE TO
 SV1755'MEDIAN PARKING LOTS BEHIND MAIN OFFICE BUILDING.
 SV1755'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 SV1755'LOCATED 14.4 M (47.2 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 SV1755'CHAIN LINK FENCE ENCLOSED DUMPSTER AREA, 9.0 M (29.5 FT)
 SV1755'WEST-NORTHWEST FROM THE WESTERN END OF A PVC DRAINAGE PIPE UNDER THE
 SV1755'SIDEWALK AND 3.9 M (12.8 FT) EAST-SOUTHEAST FROM A CONCRETE CURB
 SV1755'ALONG THE EASTERN EDGE OF A PARKING AREA.
 SV1755
 SV1755                          STATION RECOVERY (1996)
 SV1755
 SV1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 SV1755'RECOVERED AS DESCRIBED BY J.D.  SWALLOW.
 SV1755
 SV1755                          STATION RECOVERY (1997)
 SV1755
 SV1755'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1997 (DRD)
 SV1755'RECOVERED AS DESCRIBED.
 SV1755
 SV1755                          STATION RECOVERY (1999)
 SV1755
 SV1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 SV1755'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF COEUR D ALENE, AT
 SV1755'THE IDAHO TRANSPORTATION DEPARTMENT DISTRICT 1 OFFICE AT 600 WEST
 SV1755'PRAIRIE AVENUE, NEAR THE SOUTH GATE OF THE EMPLOYEE PARKING LOT.
 SV1755'OWNERSHIP--STATE OF IDAHO.  CONTACT PERSON IS MR. GALE DALHMAN, PHONE
 SV1755'208-772-1200 EXT. 1264.  TO REACH THE STATION FROM THE NORTH END OF
 SV1755'THE US HIGHWAY 95 OVERPASS BRIDGE OVER INTERSTATE HIGHWAY 90 (EXIT 12)
 SV1755'IN COEUR D ALENE, GO NORTH ON US HIGHWAY 95 FOR 4.99 KM (3.10 MI) TO
 SV1755'THE INTERSECTION OF PRAIRIE AVENUE.  TURN LEFT, WEST ON PRAIRIE AVENUE
 SV1755'FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF MINERAL DRIVE AND THE IDAHO
 SV1755'TRANSPORTATION DEPARTMENT ON THE LEFT.  TURN LEFT, SOUTH ON MINERAL
 SV1755'DRIVE FOR 0.16 KM (0.10 MI) TO THE ENTRANCE DRIVE TO THE A PARKING LOT
 SV1755'ON THE RIGHT.  TURN RIGHT, WEST ON THE DRIVE TO THE ENTRANCE GATE TO
 SV1755'THE EMPLOYEES PARKING LOT ON THE SOUTH SIDE OF THE OFFICE BUILDING AND
 SV1755'THE STATION ON THE LEFT, IN A GRASSY AREA BETWEEN A SIDEWALK AND THE
 SV1755'EAST CURB OF THE PARKING LOT.  THE STATION IS SET IN THE TOP OF A
 SV1755'CONCRETE POST ABOUT 20 CM BELOW THE LEVEL OF THE GROUND ENCASED IN A
 SV1755'15 CM IRON CAST PIPE WITH AN ACCESS COVER INSCRIBED MOM.  LOCATED
 SV1755'22.71 M (74.51 FT) SOUTHWEST OF THE SOUTH ENTRANCE GATE POST OF THE
 SV1755'PARKING LOT, 4.45 M (14.60 FT) WEST OF THE WEST EDGE OF A SIDEWALK
 SV1755'LEADING SOUTH TO MAINTENANCE BUILDINGS, 3.96 M (12.99 FT) EAST OF THE
 SV1755'EAST CURB OF PARKING LOT AND 0.52 M (1.71 FT) WEST OF A FIBERGLASS
 SV1755'WITNESS POST.  NOTE--THIS STATION WAS USED AS A CTCORS.
 SV1755
 SV1755                          STATION RECOVERY (2004)
 SV1755
 SV1755'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 SV1755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1906 ***********************************************************************
 RZ1906  FBN         -  This is a Federal Base Network Control Station.
 RZ1906  DESIGNATION -  IDTD 2 LEWI GPS
 RZ1906  PID         -  RZ1906
 RZ1906  STATE/COUNTY-  ID/NEZ PERCE
 RZ1906  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ1906
 RZ1906                         *CURRENT SURVEY CONTROL
 RZ1906  ___________________________________________________________________
 RZ1906* NAD 83(1999)-  46 25 41.50945(N)    116 59 44.33029(W)     ADJUSTED  
 RZ1906* NAVD 88     -       231.41   (meters)     759.2    (feet)  N HEIGHT  
 RZ1906  ___________________________________________________________________
 RZ1906  X           -  -1,999,124.047 (meters)                     COMP
 RZ1906  Y           -  -3,924,238.821 (meters)                     COMP
 RZ1906  Z           -   4,598,336.966 (meters)                     COMP
 RZ1906  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 RZ1906  ELLIP HEIGHT-         213.10  (meters)          (09/01/00) GPS OBS
 RZ1906  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 RZ1906  DYNAMIC HT  -         231.41  (meters)     759.2   (feet)  COMP
 RZ1906  MODELED GRAV-     980,605.4   (mgal)                       NAVD 88
 RZ1906
 RZ1906  HORZ ORDER  -  A
 RZ1906  VERT ORDER  -  THIRD
 RZ1906  ELLP ORDER  -  THIRD     CLASS I
 RZ1906
 RZ1906.The horizontal coordinates were established by GPS observations
 RZ1906.and adjusted by the National Geodetic Survey in September 2000..
 RZ1906.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RZ1906.DATUM ITEM on the data sheet items page.
 RZ1906
 RZ1906.The orthometric height was determined by differential leveling
 RZ1906.and adjusted by the National Geodetic Survey in August 1995..
 RZ1906.The height was determined by precise leveling from only one NSRS
 RZ1906.bench mark.  This was not adequate "tie leveling" to NSRS and was
 RZ1906.allowed ONLY to validate the GPS-derived height.
 RZ1906
 RZ1906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RZ1906
 RZ1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1906
 RZ1906.The ellipsoidal height was determined by GPS observations
 RZ1906.and is referenced to NAD 83.
 RZ1906
 RZ1906.The geoid height was determined by GEOID03.
 RZ1906
 RZ1906.The dynamic height is computed by dividing the NAVD 88
 RZ1906.geopotential number by the normal gravity value computed on the
 RZ1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1906.degrees latitude (g = 980.6199 gals.).
 RZ1906
 RZ1906.The modeled gravity was interpolated from observed gravity values.
 RZ1906
 RZ1906;                    North         East     Units Scale Factor Converg.
 RZ1906;SPC ID W     -   529,787.645   704,261.834   MT  1.00004596   -0 54 09.2
 RZ1906;UTM  11      - 5,141,624.922   500,334.430   MT  0.99960000   +0 00 11.4
 RZ1906
 RZ1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1906!SPC ID W     -   0.99996660  x   1.00004596  =   1.00001255
 RZ1906!UTM  11      -   0.99996660  x   0.99960000  =   0.99956661
 RZ1906
 RZ1906                          SUPERSEDED SURVEY CONTROL
 RZ1906
 RZ1906  NAD 83(1991)-  46 25 41.50790(N)    116 59 44.32519(W) AD(       ) 1
 RZ1906  NAD 83(1992)-  46 25 41.50768(N)    116 59 44.33177(W) AD(       ) B
 RZ1906  ELLIP H (05/15/92)  213.21   (m)                       GP(       ) 4 2
 RZ1906  NAD 27      -  46 25 41.92379(N)    116 59 40.76199(W) AD(       ) 1
 RZ1906  NAVD 88 (01/29/98)  231.41   (m)          759.2    (f) LEVELING    3  
 RZ1906  NAVD 88 (01/22/97)  231.41   (m)          759.2    (f) LEVELING    3  
 RZ1906  NGVD 29 (??/??/??)  230.43   (m)          756.0    (f) N HEIGHT    3  
 RZ1906
 RZ1906.Superseded values are not recommended for survey control.
 RZ1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1906.See file dsdata.txt to determine how the superseded data were derived.
 RZ1906
 RZ1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0033441625(NAD 83)
 RZ1906_MARKER: DH = HORIZONTAL CONTROL DISK
 RZ1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1906_SP_SET: CONCRETE POST
 RZ1906_STAMPING: IDTD 2 LEWI GPS 1991
 RZ1906_MARK LOGO: NGS   
 RZ1906_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1906+STABILITY: SURFACE MOTION
 RZ1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1906+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 RZ1906
 RZ1906  HISTORY     - Date     Condition        Report By
 RZ1906  HISTORY     - 1991     MONUMENTED       NGS
 RZ1906  HISTORY     - 19911008 GOOD             NGS
 RZ1906  HISTORY     - 19960807 GOOD             NGS
 RZ1906  HISTORY     - 19990518 GOOD             NGS
 RZ1906  HISTORY     - 20041113 GOOD             DJC
 RZ1906
 RZ1906                          STATION DESCRIPTION
 RZ1906
 RZ1906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RZ1906'THE STATION IS LOCATED ON THE EAST SIDE OF LEWISTON, AT THE IDAHO
 RZ1906'TRANSPORTATION BUILDING, ON FRONTAGE ROAD 2500 NEAR THE JUNCTION OF
 RZ1906'U.S. HIGHWAYS 12 AND 95, IN A PAVED WALKWAY IN THE EMPLOYEES PARKING
 RZ1906'LOT.  OWNERSHIP--STATE OF IDAHO, CONTACT--MR KELVIN BYERS, PHONE
 RZ1906'208-746-1345 EXT 127.
 RZ1906'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND 31ST
 RZ1906'STREET NORTH, JUST EAST OF THE JUNCTION OF U.S. HIGHWAYS 12 AND 95,
 RZ1906'GO SOUTH ON 31ST STREET NORTH FOR 30 M (98.4 FT) THEN BEAR RIGHT ONTO
 RZ1906'FRONTAGE ROAD 2500.  GO WEST ON FRONTAGE ROAD 2500 FOR 0.8 KM
 RZ1906'(0.5 MI) PASSING THE IDAHO STATE POLICE ON THE LEFT, TO THE IDAHO
 RZ1906'TRANSPORTATION BUILDING ON THE LEFT AND A SIDE STREET LEFT.  TURN
 RZ1906'LEFT ON 25TH STREET NORTH 700 AND GO SOUTH FOR 38 M (124.7 FT) TO THE
 RZ1906'SECOND ENTRANCE TO A PAVED EMPLOYEE PARKING LOT ON THE LEFT.  TURN
 RZ1906'LEFT AND GO EAST FOR 16 M (52.5 FT) TO THE STATION ON THE LEFT, SET
 RZ1906'IN A PAVED WALKWAY BETWEEN PAINTED PARKING STALLS.
 RZ1906'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 RZ1906'LOCATED 23.2 M (76.1 FT) SOUTH OF A CONCRETE CURB AND SIDEWALK
 RZ1906'SEPARATING PARKING LOTS, 22.1 M (72.5 FT) NORTH OF A CHAINLINK FENCE
 RZ1906'AND 16.1 M (52.8 FT) EAST OF A CONCRETE CURB ON 25TH STREET NORTH
 RZ1906'700.
 RZ1906
 RZ1906                          STATION RECOVERY (1996)
 RZ1906
 RZ1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 RZ1906'THE STATION IS LOCATED ON THE EAST SIDE OF LEWISTON, AT THE IDAHO
 RZ1906'DEPARTMENT OF TRANSPORTATION BUILDING, ON FRONTAGE ROAD 2500 NEAR THE
 RZ1906'JUNCTION OF U.S.  HIGHWAYS 12 AND 95, IN A PAVED WALKWAY IN THE
 RZ1906'EMPLOYEES PARKING LOT.  OWNERSHIP--STATE OF IDAHO, CONTACT--MR.  RON
 RZ1906'PERKINS, PHONE 208-799-5090.  TO REACH THE STATION FROM THE JUNCTION
 RZ1906'OF U.S.  HIGHWAY 12 AND 31ST STREET NORTH, JUST EAST OF THE JUNCTION
 RZ1906'OF U.S.  HIGHWAYS 12 AND 95, GO SOUTH ON 31ST STREET NORTH FOR 30 M
 RZ1906'(98.4 FT) THEN BEAR RIGHT ONTO FRONTAGE ROAD 2500.  GO WEST ON
 RZ1906'FRONTAGE ROAD 2500 FOR 0.5 MI (0.8 KM) PASSING THE IDAHO STATE POLICE
 RZ1906'ON THE LEFT, TO THE IDAHO TRANSPORTATION BUILDING ON THE LEFT AND A
 RZ1906'SIDE STREET LEFT.  TURN LEFT ON 25TH STREET NORTH 700 AND GO SOUTH FOR
 RZ1906'38 M (124.7 FT) TO THE SECOND ENTRANCE TO A PAVED EMPLOYEE PARKING LOT
 RZ1906'ON THE LEFT.  TURN LEFT AND GO EAST FOR 16 M (52.5 FT) TO THE STATION
 RZ1906'ON THE LEFT, SET IN A PAVED WALKWAY BETWEEN PAINTED PARKING STALLS.
 RZ1906'STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.  IT IS,
 RZ1906'23.2 M (76.1 FT) SOUTH OF A CONCRETE CURB AND SIDEWALK SEPARATING
 RZ1906'PARKING LOTS, 22.1 M (72.5 FT) NORTH OF A CHAIN LINK FENCE AND 16.1 M
 RZ1906'(52.8 FT) EAST OF A CONCRETE CURB ON 25TH STREET NORTH 700.  DESCRIBED
 RZ1906'BY C.S.  MIDDLETON.
 RZ1906
 RZ1906                          STATION RECOVERY (1999)
 RZ1906
 RZ1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 RZ1906'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF LEWISTON, AT THE IDAHO
 RZ1906'TRANSPORTATION DEPARTMENT DISTRICT 2 OFFICE BUILDING, IN THE REAR
 RZ1906'PARKING LOT, IN A PAINTED WALKWAY IN THE ASPHALT PARKING LOT BETWEEN
 RZ1906'THE PARKING ROWS ON THE NORTH SIDE OF THE SOUTH ENTRANCE OF THE
 RZ1906'PARKING LOT.  OWNERSHIP--IDAHO TRANSPORTATION DEPARTMENT.  CONTACT IS
 RZ1906'MR. RON PERKINS, PHONE 208-799-4235.  TO REACH THE STATION FROM THE
 RZ1906'NORTH END OF THE STATE HIGHWAY 12 BRIDGE OVER THE CLEARWATER RIVER,
 RZ1906'LOCATED 0.32 KM (0.20 MI) SOUTH OF THE VISITOR INFORMATION CENTER AT
 RZ1906'THE JUNCTION OF HIGHWAY 12 AND THIRD AVENUE NORTH, GO NORTH ON STATE
 RZ1906'HIGHWAY 12 FOR 0.88 KM (0.55 MI) TO A POINT WHERE THE HIGHWAY BEARS TO
 RZ1906'THE RIGHT WITH OVERHEAD SIGN --HIGHWAY 12 AND 95--.  CONTINUE AHEAD,
 RZ1906'NORTHEAST ON COMBINED HIGHWAYS 12 AND 95 FOR 0.88 KM (0.55 MI) TO THE
 RZ1906'JUNCTION OF 31ST STREET ON THE RIGHT.  TURN RIGHT, SOUTH ON 31ST
 RZ1906'STREET, THEN IMMEDIATE RIGHT ON FRONTAGE ROAD AND GO SOUTHWEST FOR
 RZ1906'0.72 KM (0.45 MI) TO THE IDAHO TRANSPORTATION DEPARTMENT OFFICE
 RZ1906'BUILDING ON THE RIGHT.  CONTINUE AHEAD ON FRONTAGE ROAD FOR ABOUT 0.08
 RZ1906'KM (0.05 MI) TO THE JUNCTION OF 25TH STREET NORTH 700.  TURN LEFT,
 RZ1906'SOUTH ON THE STREET FOR ABOUT 38.1 M (125.0 FT) TO THE SOUTH ONE OF
 RZ1906'TWO ENTRANCE DRIVES FOR THE EMPLOYEE PARKING LOT FOR THE
 RZ1906'TRANSPORTATION DEPARTMENT.  TURN LEFT, EAST INTO THE PARKING LOT FOR
 RZ1906'ABOUT 15.24 M (50.00 FT) TO THE STATION ON THE LEFT.  THE STATION IS
 RZ1906'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE ASPHALT WALKWAY. THE
 RZ1906'DISK HAS BEEN SCRAPED BY EQUIPMENT BUT IS STILL IN GOOD CONDITION AND
 RZ1906'LEGIBLE.  LOCATED 45.57 M (149.51 FT) SOUTHWEST OF THE SOUTHWEST
 RZ1906'CORNER OF THE BUILDING, 37.78 M (123.95 FT) SOUTHEAST AND ACROSS 25TH
 RZ1906'STREET NORTH 700 FROM A METAL SIGN POST WITH SIGN --RUSTYS RANCH
 RZ1906'CAFE--, 23.96 M (78.61 FT) NORTHEAST OF THE NORTHWEST CORNER POST OF A
 RZ1906'CHAIN LINK FENCE ENCLOSING THE BUREAU OF COMMUNICATIONS AND
 RZ1906'MAINTENANCE SHOP BUILDINGS AND 16.23 M (53.25 FT) EAST OF THE EAST
 RZ1906'CURB OF 25TH STREET NORTH 700.
 RZ1906
 RZ1906                          STATION RECOVERY (2004)
 RZ1906
 RZ1906'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 RZ1906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1407 ***********************************************************************
 QB1407  FBN         -  This is a Federal Base Network Control Station.
 QB1407  DESIGNATION -  IDTD 3 NMDS GPS
 QB1407  PID         -  QB1407
 QB1407  STATE/COUNTY-  ID/ADAMS
 QB1407  USGS QUAD   -  NEW MEADOWS (1986)
 QB1407
 QB1407                         *CURRENT SURVEY CONTROL
 QB1407  ___________________________________________________________________
 QB1407* NAD 83(1999)-  44 58 27.25386(N)    116 16 47.77844(W)     ADJUSTED  
 QB1407* NAVD 88     -      1181.628  (meters)    3876.72   (feet)  ADJUSTED  
 QB1407  ___________________________________________________________________
 QB1407  X           -  -2,001,457.682 (meters)                     COMP
 QB1407  Y           -  -4,053,214.194 (meters)                     COMP
 QB1407  Z           -   4,486,147.848 (meters)                     COMP
 QB1407  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 QB1407  ELLIP HEIGHT-        1166.38  (meters)          (09/01/00) GPS OBS
 QB1407  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 QB1407  DYNAMIC HT  -        1181.210 (meters)    3875.35  (feet)  COMP
 QB1407  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 QB1407
 QB1407  HORZ ORDER  -  A
 QB1407  VERT ORDER  -  SECOND    CLASS I
 QB1407  ELLP ORDER  -  THIRD     CLASS I
 QB1407
 QB1407.The horizontal coordinates were established by GPS observations
 QB1407.and adjusted by the National Geodetic Survey in September 2000..
 QB1407.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QB1407.DATUM ITEM on the data sheet items page.
 QB1407
 QB1407.The orthometric height was determined by differential leveling
 QB1407.and adjusted by the National Geodetic Survey in September 1994..
 QB1407.WARNING-GPS observations at this control monument resulted in a GPS
 QB1407.derived orthometric height which differed from the leveled height by
 QB1407.more than one decimeter (0.1 meter).
 QB1407
 QB1407.Photographs are available for this station.
 QB1407
 QB1407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QB1407
 QB1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1407
 QB1407.The ellipsoidal height was determined by GPS observations
 QB1407.and is referenced to NAD 83.
 QB1407
 QB1407.The geoid height was determined by GEOID03.
 QB1407
 QB1407.The dynamic height is computed by dividing the NAVD 88
 QB1407.geopotential number by the normal gravity value computed on the
 QB1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1407.degrees latitude (g = 980.6199 gals.).
 QB1407
 QB1407.The modeled gravity was interpolated from observed gravity values.
 QB1407
 QB1407;                    North         East     Units Scale Factor Converg.
 QB1407;SPC ID W     -   367,579.918   758,200.095   MT  0.99995481   -0 22 28.4
 QB1407;UTM  11      - 4,980,340.654   556,777.295   MT  0.99963964   +0 30 32.2
 QB1407
 QB1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1407!SPC ID W     -   0.99981716  x   0.99995481  =   0.99977198
 QB1407!UTM  11      -   0.99981716  x   0.99963964  =   0.99945687
 QB1407
 QB1407                          SUPERSEDED SURVEY CONTROL
 QB1407
 QB1407  NAD 83(1994)-  44 58 27.25257(N)    116 16 47.77718(W) AD(       ) B
 QB1407  ELLIP H (04/21/95) 1166.46   (m)                       GP(       ) 4 1
 QB1407  NAVD 88 (09/01/00) 1181.63   (m)         3876.7    (f) LEVELING    3  
 QB1407  NAVD 88 (04/21/95) 1181.63   (m)         3876.7    (f) LEVELING    3  
 QB1407
 QB1407.Superseded values are not recommended for survey control.
 QB1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1407.See file dsdata.txt to determine how the superseded data were derived.
 QB1407
 QB1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK5677780341(NAD 83)
 QB1407_MARKER: DH = HORIZONTAL CONTROL DISK
 QB1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1407_SP_SET: CONCRETE POST
 QB1407_STAMPING: IDTD 3 NMDS GPS 1994
 QB1407_MARK LOGO: NGS   
 QB1407_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1407+STABILITY: SURFACE MOTION
 QB1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB1407+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 QB1407
 QB1407  HISTORY     - Date     Condition        Report By
 QB1407  HISTORY     - 1994     MONUMENTED       NGS
 QB1407  HISTORY     - 19960802 GOOD             NGS
 QB1407  HISTORY     - 19990514 GOOD             NGS
 QB1407  HISTORY     - 20000808 GOOD             IDTD
 QB1407  HISTORY     - 20041106 GOOD             DJC
 QB1407
 QB1407                          STATION DESCRIPTION
 QB1407
 QB1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 QB1407'STATION IS LOCATED IN NEW MEADOWS AT THE EAST EDGE OF THE IDAHO
 QB1407'TRANSPORTATION MAINTENANCE YARD.  OWNERSHIP--STATE OF IDAHO.
 QB1407'MAINTENANCE FOREMAN CHARLES VIPPERMAN 208-347-2291.
 QB1407'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE HIGHWAY 55 IN
 QB1407'NEW MEADOWS, GO NORTH ON U.S. HIGHWAY 95 FOR 0.29 KM (0.20 MI) TO A
 QB1407'CROSSROAD AND THE MAINTENANCE SHED IN THE NORTHEAST CORNER OF THE
 QB1407'INTERSECTION. TURN RIGHT AND GO EAST FOR 0.16 KM (0.10 MI) TO THE
 QB1407'ENTRANCE TO THE YARD. TURN LEFT AND GO NORTH AND NORTHEAST FOR 0.1 KM
 QB1407'(0.05 MI) TO THE MARK.  LOCATED 0.5 M (1.6 FT) WEST OF A FIBERGLASS
 QB1407'WITNESS POST.
 QB1407'MARK IS A 12-INCH IN DIAMETER CONCRETE POST SET TO A DEPTH OF 1.2 M
 QB1407'(3.9 FT) PROJECTING 1 CENTIMETER ABOVE THE GROUND SURFACE.
 QB1407
 QB1407                          STATION RECOVERY (1996)
 QB1407
 QB1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 QB1407'RECOVERED AS DESCRIBED BY J.A.  SWALLOW.
 QB1407
 QB1407                          STATION RECOVERY (1999)
 QB1407
 QB1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 QB1407'THE STATION IS LOCATED IN NEW MEADOWS, 0.32 KM (0.20 MI) NORTH OF THE
 QB1407'JUNCTION OF US HIGHWAY 95 AND STATE HIGHWAY 55, ON THE EAST SIDE OF
 QB1407'THE PROPERTY OF THE IDAHO TRANSPORTATION DEPARTMENT MAINTENANCE YARD.
 QB1407'OWNERSHIP--STATE OF IDAHO.  FOR ACCESS CONTACT MR. CHARLES VIPPERMAN,
 QB1407'MAINTENANCE FOREMAN, PHONE 208-347-2291.  TO REACH THE STATION FROM
 QB1407'THE JUNCTION OF US HIGHWAY 95 AND STATE HIGHWAY 55 IN NEW MEADOWS, GO
 QB1407'NORTH ON US HIGHWAY 95 FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF STATE
 QB1407'SHED ROAD ON THE RIGHT.  TURN RIGHT, EAST ON STATE SHED ROAD FOR 0.16
 QB1407'KM (0.10 MI) TO THE ENTRANCE OF THE MAINTENANCE YARD ON THE LEFT.
 QB1407'TURN LEFT, NORTH INTO THE MAINTENANCE YARD FOR 0.08 KM (0.05 MI) TO
 QB1407'THE STATION ON THE RIGHT, ON THE NORTH SIDE OF THE NORTH ONE OF SEVEN
 QB1407'CONCRETE BARRICADES FOR A PARKING AREA AT THE SOUTHEAST CORNER OF THE
 QB1407'PROPERTY.  THE STATION IS SET IN TOP OF A CONCRETE POST ENCASED IN A
 QB1407'30 CM CORRUGATED METAL PIPE PROJECTING 15 CM ABOVE GROUND.  LOCATED
 QB1407'35.81 M (117.49 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 QB1407'MAINTENANCE BUILDING, 22.86 M (75.00 FT) SOUTHEAST OF THE EAST END OF
 QB1407'A LARGE PROPANE TANK, 0.91 M (2.99 FT) NORTH OF THE NORTH ONE OF SEVEN
 QB1407'CONCRETE BARRICADES AND 0.46 M (1.51 FT) WEST OF A FIBERGLASS WITNESS
 QB1407'POST.  NOTE--THIS STATION WAS USES AS A CTCORS.
 QB1407
 QB1407                          STATION RECOVERY (2000)
 QB1407
 QB1407'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (DSS)
 QB1407'RECOVERED AS DESCRIBED.
 QB1407
 QB1407                          STATION RECOVERY (2004)
 QB1407
 QB1407'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 QB1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1274 ***********************************************************************
 NV1274  FBN         -  This is a Federal Base Network Control Station.
 NV1274  DESIGNATION -  IDTD 4 SHOS GPS
 NV1274  PID         -  NV1274
 NV1274  STATE/COUNTY-  ID/LINCOLN
 NV1274  USGS QUAD   -  SHOSHONE (1992)
 NV1274
 NV1274                         *CURRENT SURVEY CONTROL
 NV1274  ___________________________________________________________________
 NV1274* NAD 83(1999)-  42 56 09.36936(N)    114 24 59.48611(W)     ADJUSTED  
 NV1274* NAVD 88     -      1212.542  (meters)    3978.15   (feet)  ADJUSTED  
 NV1274  ___________________________________________________________________
 NV1274  X           -  -1,933,599.331 (meters)                     COMP
 NV1274  Y           -  -4,259,330.478 (meters)                     COMP
 NV1274  Z           -   4,323,110.095 (meters)                     COMP
 NV1274  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 NV1274  ELLIP HEIGHT-        1198.07  (meters)          (09/01/00) GPS OBS
 NV1274  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NV1274  DYNAMIC HT  -        1211.942 (meters)    3976.18  (feet)  COMP
 NV1274  MODELED GRAV-     980,082.9   (mgal)                       NAVD 88
 NV1274
 NV1274  HORZ ORDER  -  A
 NV1274  VERT ORDER  -  SECOND    CLASS I
 NV1274  ELLP ORDER  -  THIRD     CLASS I
 NV1274
 NV1274.The horizontal coordinates were established by GPS observations
 NV1274.and adjusted by the National Geodetic Survey in September 2000..
 NV1274.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NV1274.DATUM ITEM on the data sheet items page.
 NV1274
 NV1274.The orthometric height was determined by differential leveling
 NV1274.and adjusted by the National Geodetic Survey in September 1994..
 NV1274
 NV1274.Photographs are available for this station.
 NV1274
 NV1274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NV1274
 NV1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1274
 NV1274.The ellipsoidal height was determined by GPS observations
 NV1274.and is referenced to NAD 83.
 NV1274
 NV1274.The geoid height was determined by GEOID03.
 NV1274
 NV1274.The dynamic height is computed by dividing the NAVD 88
 NV1274.geopotential number by the normal gravity value computed on the
 NV1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1274.degrees latitude (g = 980.6199 gals.).
 NV1274
 NV1274.The modeled gravity was interpolated from observed gravity values.
 NV1274
 NV1274;                    North         East     Units Scale Factor Converg.
 NV1274;SPC ID C     -   141,066.099   466,002.739   MT  0.99996158   -0 17 01.4
 NV1274;UTM  11      - 4,756,939.067   710,798.775   MT  1.00014669   +1 45 37.7
 NV1274
 NV1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1274!SPC ID C     -   0.99981215  x   0.99996158  =   0.99977374
 NV1274!UTM  11      -   0.99981215  x   1.00014669  =   0.99995881
 NV1274
 NV1274                          SUPERSEDED SURVEY CONTROL
 NV1274
 NV1274  NAD 83(1994)-  42 56 09.36814(N)    114 24 59.48400(W) AD(       ) B
 NV1274  ELLIP H (04/21/95) 1198.15   (m)                       GP(       ) 4 1
 NV1274  NAVD 88 (01/29/98) 1212.54   (m)         3978.1    (f) LEVELING    3  
 NV1274  NAVD 88 (04/21/95) 1212.54   (m)         3978.1    (f) LEVELING    3  
 NV1274
 NV1274.Superseded values are not recommended for survey control.
 NV1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1274.See file dsdata.txt to determine how the superseded data were derived.
 NV1274
 NV1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1079956939(NAD 83)
 NV1274_MARKER: DH = HORIZONTAL CONTROL DISK
 NV1274_SETTING: 66 = SET IN ROCK OUTCROP
 NV1274_SP_SET: BEDROCK
 NV1274_STAMPING: IDTD 4 SHOS GPS 1994
 NV1274_MARK LOGO: NGS   
 NV1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1274+STABILITY: POSITION/ELEVATION WELL
 NV1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1274+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 NV1274
 NV1274  HISTORY     - Date     Condition        Report By
 NV1274  HISTORY     - 1994     MONUMENTED       NGS
 NV1274  HISTORY     - 19960819 GOOD             NGS
 NV1274  HISTORY     - 19990302 GOOD             NGS
 NV1274  HISTORY     - 20050708 GOOD             DJC
 NV1274
 NV1274                          STATION DESCRIPTION
 NV1274
 NV1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 NV1274'MARK IS LOCATED IN SHOSHONE AT THE IDAHO TRANSPORTATION DEPARTMENT
 NV1274'DISTRICT 4 OFFICE.  IN THE MAINTENANCE YARD.  OWNERSHIP--STATE OF
 NV1274'IDAHO.  PHONE JIM HALL AT 208-886-2411.
 NV1274'REACHED FROM THE U.S. POST OFFICE IN SHOSHONE WHICH IS ON WEST A
 NV1274'STREET.  GO WESTERLY ON WEST A STREET FOR 0.27 KM (0.15 MI) TO SO
 NV1274'DATE STREET AND A GATE AND THE ENTRANCE TO THE MAINTENANCE YARD.
 NV1274'CONTINUE AHEAD WESTERLY PASSING THRU GATE FOR 0.22 KM (0.15 MI) TO S
 NV1274'FIR STREET AND 2 GATES. CONTINUE AHEAD WESTERLY PASSING THRU BOTH
 NV1274'GATES FOR 0.11 KM (0.05 MI) TO A FENCE CORNER AND A TELEPHONE POLE.
 NV1274'TURN LEFT AND GO SOUTHERLY ON A GRAVEL ROAD FOR 0.19 KM (0.10 MI) TO
 NV1274'A MASSIVE PORTION OF BEDROCK AND THE MARK ON THE LEFT.  LOCATED 19.8
 NV1274'M (65.0 FT) SOUTHEAST OF AND 1-METER ABOVE THE ROAD, APPROXIMATELY
 NV1274'36-METERS NORTH-NORTHEAST OF A CHAIN LINK FENCE AND 0.85 M (2.79 FT)
 NV1274'WEST OF A FIBERGLASS WITNESS POST.
 NV1274'MARK IS CEMENTED INTO A DRILL HOLE IN BEDROCK.
 NV1274'NOTE--THE ABOVE GATES WILL BE LOCKED AT 6 PM DAILY.
 NV1274
 NV1274                          STATION RECOVERY (1996)
 NV1274
 NV1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 NV1274'RECOVERED AS DESCRIBED BY J.D.  SWALLOW.  NOTE NEW PHONE NUMBERS FOR
 NV1274'POINT OF CONTACT--MR.  JIM HALL, PHONE 208-886-7833 OR 208-886-7800.
 NV1274
 NV1274                          STATION RECOVERY (1999)
 NV1274
 NV1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 NV1274'THE STATION IS LOCATED IN SHOSHONE, AT THE IDAHO TRANSPORTATION
 NV1274'DEPARTMENT DISTRICT 4 OFFICE, ON THE SOUTH SIDE OF THE MAINTENANCE
 NV1274'YARD.  OWNERSHIP-STATE OF IDAHO, CONTACT MR. BERT J. NOWAK, PHONE
 NV1274'208-886-7833, BEFORE OCCUPYING THIS STATION.  TO REACH THE STATION
 NV1274'FROM THE JUNCTION OF US HIGHWAY 93 (SOUTH GREENWOOD STREET) AND SOUTH
 NV1274'RAIL STREET IN THE CENTER OF SHOSHONE, GO WEST ON SOUTH RAIL STREET
 NV1274'FOR 0.72 KM (0.45 MI) TO THE JUNCTION OF SOUTH FIR STREET ON THE LEFT.
 NV1274'TURN LEFT, SOUTH ON FIR STREET FOR 0.05 KM (0.05 MI) TO THE
 NV1274'INTERSECTION OF WEST A STREET WITH ENTRANCE GATES ON THE RIGHT AND
 NV1274'LEFT.  TURN RIGHT, WEST ON WEST A STREET, PASSING THROUGH THE GATE AND
 NV1274'GO 0.05 KM (0.05 MI) TO A GRAVEL ROAD ON THE LEFT, JUST PAST A FENCE
 NV1274'CORNER AND POWER POLE ON THE LEFT.  TURN LEFT, SOUTH ON THE GRAVEL
 NV1274'MAINTENANCE ROAD FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT, IN
 NV1274'A LARGE MOUND OF ROCK OUTCROP ABOUT 0.3 M (1.0 FT) ABOVE THE ROAD.
 NV1274'THE STATION IS SET IN A DRILL HOLE IN THE ROCK OUTCROP. LOCATED 19.8 M
 NV1274'(65.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD AND 0.85 M (2.79 FT)
 NV1274'WEST OF A FIBERGLASS WITNESS POST.  NOTE--THIS STATION WAS USED AS A
 NV1274'CTCORS.
 NV1274
 NV1274                          STATION RECOVERY (2005)
 NV1274
 NV1274'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 NV1274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0871 ***********************************************************************
 OX0871  FBN         -  This is a Federal Base Network Control Station.
 OX0871  DESIGNATION -  IDTD 6 RGBY GPS
 OX0871  PID         -  OX0871
 OX0871  STATE/COUNTY-  ID/JEFFERSON
 OX0871  USGS QUAD   -  RIGBY (1979)
 OX0871
 OX0871                         *CURRENT SURVEY CONTROL
 OX0871  ___________________________________________________________________
 OX0871* NAD 83(1999)-  43 39 25.75890(N)    111 55 13.11700(W)     ADJUSTED  
 OX0871* NAVD 88     -      1479.167  (meters)    4852.90   (feet)  ADJUSTED  
 OX0871  ___________________________________________________________________
 OX0871  X           -  -1,725,812.239 (meters)                     COMP
 OX0871  Y           -  -4,288,699.256 (meters)                     COMP
 OX0871  Z           -   4,381,623.992 (meters)                     COMP
 OX0871  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OX0871  ELLIP HEIGHT-        1467.78  (meters)          (09/01/00) GPS OBS
 OX0871  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 OX0871  DYNAMIC HT  -        1478.397 (meters)    4850.37  (feet)  COMP
 OX0871  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 OX0871
 OX0871  HORZ ORDER  -  A
 OX0871  VERT ORDER  -  SECOND    CLASS I
 OX0871  ELLP ORDER  -  THIRD     CLASS I
 OX0871
 OX0871.The horizontal coordinates were established by GPS observations
 OX0871.and adjusted by the National Geodetic Survey in September 2000..
 OX0871.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OX0871.DATUM ITEM on the data sheet items page.
 OX0871
 OX0871.The orthometric height was determined by differential leveling
 OX0871.and adjusted by the National Geodetic Survey in September 1994..
 OX0871
 OX0871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OX0871
 OX0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0871
 OX0871.The ellipsoidal height was determined by GPS observations
 OX0871.and is referenced to NAD 83.
 OX0871
 OX0871.The geoid height was determined by GEOID03.
 OX0871
 OX0871.The dynamic height is computed by dividing the NAVD 88
 OX0871.geopotential number by the normal gravity value computed on the
 OX0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0871.degrees latitude (g = 980.6199 gals.).
 OX0871
 OX0871.The modeled gravity was interpolated from observed gravity values.
 OX0871
 OX0871;                    North         East     Units Scale Factor Converg.
 OX0871;SPC ID E     -   221,133.593   219,871.690   MT  0.99995222   +0 10 12.3
 OX0871;UTM  12      - 4,834,206.429   425,791.236   MT  0.99966773   -0 38 07.3
 OX0871
 OX0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0871!SPC ID E     -   0.99976989  x   0.99995222  =   0.99972212
 OX0871!UTM  12      -   0.99976989  x   0.99966773  =   0.99943769
 OX0871
 OX0871                          SUPERSEDED SURVEY CONTROL
 OX0871
 OX0871  NAD 83(1994)-  43 39 25.75819(N)    111 55 13.11522(W) AD(       ) B
 OX0871  ELLIP H (04/21/95) 1467.88   (m)                       GP(       ) 4 1
 OX0871  NAVD 88 (01/29/98) 1479.17   (m)         4852.9    (f) LEVELING    3  
 OX0871  NAVD 88 (04/21/95) 1479.17   (m)         4852.9    (f) LEVELING    3  
 OX0871
 OX0871.Superseded values are not recommended for survey control.
 OX0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0871.See file dsdata.txt to determine how the superseded data were derived.
 OX0871
 OX0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP2579134206(NAD 83)
 OX0871_MARKER: I = METAL ROD
 OX0871_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OX0871_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OX0871_STAMPING: IDTD 6 RGBY GPS 1994
 OX0871_MARK LOGO: NGS   
 OX0871_PROJECTION: PROJECTING 10 CENTIMETERS
 OX0871_MAGNETIC: I = MARKER IS A STEEL ROD
 OX0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0871+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1999
 OX0871_ROD/PIPE-DEPTH: 2.1  meters
 OX0871_SLEEVE-DEPTH  : 0.9 meters
 OX0871
 OX0871  HISTORY     - Date     Condition        Report By
 OX0871  HISTORY     - 1994     MONUMENTED       NGS
 OX0871  HISTORY     - 19940815 GOOD             NGS
 OX0871  HISTORY     - 19960825 GOOD             NGS
 OX0871  HISTORY     - 19990226 GOOD             NGS
 OX0871  HISTORY     - 19991020 GOOD             NGS
 OX0871
 OX0871                          STATION DESCRIPTION
 OX0871
 OX0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 OX0871'MARK IS LOCATED IN RIGBY AT THE DISTRICT 6 OFFICE OF THE IDAHO
 OX0871'TRANSPORTATION DEPARTMENT.  PHONE CONTACT--GARY JOHNSON 208-745-7781
 OX0871'REACHED FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY 20 AND STATE
 OX0871'HIGHWAY 48 IN RIGBY.  GO EAST ON STATE HIGHWAY 48 FOR 0.40 KM
 OX0871'(0.25 MI) TO A SIDE ROAD RIGHT (YELLOWSTONE HWY) TURN RIGHT AND GO
 OX0871'SOUTHERLY ON YELLOWSTONE HIGHWAY FOR 1.72 KM (1.05 MI) TO THE NORTH
 OX0871'ENTRANCE OF THE IDAHO TRANSPORTATION DEPARTMENT DISTRICT 6 OFFICE AND
 OX0871'THE MARK ON THE LEFT.  LOCATED 16.1 M (52.8 FT) SOUTHEAST OF THE
 OX0871'HIGHWAY PAINTED CENTERLINE, 6.85 M (22.47 FT) EAST OF A STOP SIGN,
 OX0871'8.3 M (27.2 FT) NORTH OF THE APPROXIMATE CENTER OF THE ENTRANCE ROAD
 OX0871'AND 0.75 M (2.46 FT) EAST OF A FIBERGLASS WITNESS POST.
 OX0871'MARK IS A STAINLESS ROD DRIVEN TO ANCHORED REFUSAL WITH A CENTER PUNCH
 OX0871'HOLE IN THE TOP AND 15 CENTIMETERS BELOW THE ENTRANCE ROAD AND SET
 OX0871'NEAR THE CENTER OF A TRIANGLE FORMED BY 3 STEEL POSTS.
 OX0871
 OX0871                          STATION RECOVERY (1994)
 OX0871
 OX0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 OX0871'RECOVERED WITH THE FOLLOWING CHANGES- TRANSPORTATION DEPARTMENT.
 OX0871'PHONE CONTACT-- GARY JOHNSON 208-745-7781 MARK IS A STAINLESS STEEL
 OX0871'ROD DRIVEN TO ANCHORED REFUSAL WITH A CENTER PUNCH HOLE IN THE TOP,
 OX0871'ENCASED IN A 12.7 CM PVC PIPE WITH LOGO CAP SURROUNDED BY A 3 M (9.8
 OX0871'FT) BY 3 M (9.8 FT) CONCRETE TRIANGLE WITH THREE STEEL POSTS THAT
 OX0871'PROJECT 1 M.  THE STATION IS 0.15 M (0.49 FT) BELOW THE ENTRANCE ROAD.
 OX0871
 OX0871                          STATION RECOVERY (1996)
 OX0871
 OX0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 OX0871'RECOVERED AS DESCRIBED BY A.L.  GRIMES III.
 OX0871
 OX0871                          STATION RECOVERY (1999)
 OX0871
 OX0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OX0871'RECOVERED AS DESCRIBED.
 OX0871
 OX0871                          STATION RECOVERY (1999)
 OX0871
 OX0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OX0871'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1486 ***********************************************************************
 OH1486  FBN         -  This is a Federal Base Network Control Station.
 OH1486  DESIGNATION -  IDTD GPS
 OH1486  PID         -  OH1486
 OH1486  STATE/COUNTY-  ID/ADA
 OH1486  USGS QUAD   -  BOISE NORTH (1976)
 OH1486
 OH1486                         *CURRENT SURVEY CONTROL
 OH1486  ___________________________________________________________________
 OH1486* NAD 83(1999)-  43 38 01.85008(N)    116 13 49.07672(W)     ADJUSTED  
 OH1486* NAVD 88     -       812.651  (meters)    2666.17   (feet)  ADJUSTED  
 OH1486  ___________________________________________________________________
 OH1486  X           -  -2,043,813.711 (meters)                     COMP
 OH1486  Y           -  -4,148,039.199 (meters)                     COMP
 OH1486  Z           -   4,379,285.948 (meters)                     COMP
 OH1486  LAPLACE CORR-           7.43  (seconds)                    DEFLEC99
 OH1486  ELLIP HEIGHT-         795.82  (meters)          (09/01/00) GPS OBS
 OH1486  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 OH1486  DYNAMIC HT  -         812.336 (meters)    2665.14  (feet)  COMP
 OH1486  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 OH1486
 OH1486  HORZ ORDER  -  A
 OH1486  VERT ORDER  -  FIRST     CLASS II
 OH1486  ELLP ORDER  -  THIRD     CLASS I
 OH1486
 OH1486.The horizontal coordinates were established by GPS observations
 OH1486.and adjusted by the National Geodetic Survey in September 2000..
 OH1486.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OH1486.DATUM ITEM on the data sheet items page.
 OH1486
 OH1486.The orthometric height was determined by differential leveling
 OH1486.and adjusted by the National Geodetic Survey in January 1993..
 OH1486.WARNING-GPS observations at this control monument resulted in a GPS
 OH1486.derived orthometric height which differed from the leveled height by
 OH1486.more than one decimeter (0.1 meter).
 OH1486
 OH1486.Photographs are available for this station.
 OH1486
 OH1486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OH1486
 OH1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1486
 OH1486.The ellipsoidal height was determined by GPS observations
 OH1486.and is referenced to NAD 83.
 OH1486
 OH1486.The geoid height was determined by GEOID03.
 OH1486
 OH1486.The dynamic height is computed by dividing the NAVD 88
 OH1486.geopotential number by the normal gravity value computed on the
 OH1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1486.degrees latitude (g = 980.6199 gals.).
 OH1486
 OH1486.The modeled gravity was interpolated from observed gravity values.
 OH1486
 OH1486;                    North         East     Units Scale Factor Converg.
 OH1486;SPC ID W     -   218,623.622   761,243.482   MT  0.99995180   -0 19 53.2
 OH1486;UTM  11      - 4,831,494.156   562,088.416   MT  0.99964742   +0 31 52.1
 OH1486
 OH1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1486!SPC ID W     -   0.99987522  x   0.99995180  =   0.99982703
 OH1486!UTM  11      -   0.99987522  x   0.99964742  =   0.99952269
 OH1486
 OH1486                          SUPERSEDED SURVEY CONTROL
 OH1486
 OH1486  NAD 83(1992)-  43 38 01.84878(N)    116 13 49.07487(W) AD(       ) A
 OH1486  ELLIP H (05/15/92)  795.91   (m)                       GP(       ) 4 2
 OH1486  NAD 27      -  43 38 02.24530(N)    116 13 45.64231(W) AD(       ) 1
 OH1486  NAVD 88 (01/29/98)  812.65   (m)         2666.2    (f) LEVELING    3  
 OH1486  NAVD 88 (03/30/95)  812.65   (m)         2666.2    (f) LEVELING    3  
 OH1486  NGVD 29 (06/11/92)  811.6    (m)         2663.     (f) GPS OBS        
 OH1486
 OH1486.Superseded values are not recommended for survey control.
 OH1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1486.See file dsdata.txt to determine how the superseded data were derived.
 OH1486
 OH1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6208831494(NAD 83)
 OH1486_MARKER: DH = HORIZONTAL CONTROL DISK
 OH1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1486_SP_SET: CONCRETE POST
 OH1486_STAMPING: IDTD GPS 1991
 OH1486_MARK LOGO: NGS   
 OH1486_PROJECTION: FLUSH
 OH1486_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1486+STABILITY: SURFACE MOTION
 OH1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1486+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 OH1486
 OH1486  HISTORY     - Date     Condition        Report By
 OH1486  HISTORY     - 1991     MONUMENTED       NGS
 OH1486  HISTORY     - 19910924 GOOD             NGS
 OH1486  HISTORY     - 19920729 GOOD             NGS
 OH1486  HISTORY     - 19940525 GOOD             NGS
 OH1486  HISTORY     - 19940722 GOOD             NGS
 OH1486  HISTORY     - 19960520 GOOD             HUBBLE
 OH1486  HISTORY     - 19960728 GOOD             NGS
 OH1486  HISTORY     - 19971105 GOOD             IDTD
 OH1486  HISTORY     - 19990514 GOOD             NGS
 OH1486  HISTORY     - 20000619 GOOD             ORBITE
 OH1486  HISTORY     - 20010904 GOOD             IDTD
 OH1486  HISTORY     - 20010910 GOOD             HUBBLE
 OH1486  HISTORY     - 20041206 GOOD             COMPDA
 OH1486
 OH1486                          STATION DESCRIPTION
 OH1486
 OH1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 OH1486'THE STATION IS LOCATED IN BOISE, AT THE IDAHO TRANSPORTATION
 OH1486'DEPARTMENT AND LAW ENFORCEMENT BUILDING, IN A PAVED WALKWAY BETWEEN
 OH1486'PAVED PARKING LOTS, BEHIND THE MAINTENANCE GARAGE BUILDING.
 OH1486'OWNERSHIP--STATE OF IDAHO, 3311 WEST STATE STREET, BOISE ID.
 OH1486'CONTACT--B.E. KELLY, NGS IDAHO STATE ADVISOR, PHONE 208-334-8476 OR
 OH1486'MILFORD MILLER, P.E. ROADWAY DESIGN, PHONE 208-334-8475.
 OH1486'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 NORTH AND
 OH1486'STATE STREET (STATE HIGHWAY 44), 3.2 KM (2.0 MI) EAST OF EAGLE, GO
 OH1486'SOUTHEAST ON STATE STREET FOR 3.26 KM (2.03 MI) TO A CROSSROAD (GARY
 OH1486'LANE TO THE LEFT AND GLENWOOD STREET TO THE RIGHT).  CONTINUE AHEAD
 OH1486'ON STATE STREET FOR 3.25 KM (2.02 MI) TO COLLISTER DRIVE ON THE LEFT.
 OH1486'CONTINUE AHEAD ON STATE STREET FOR 1.5 KM (0.9 MI) TO VETERANS
 OH1486'MEMORIAL PARKWAY ON THE RIGHT.  CONTINUE AHEAD FOR 0.62 KM (0.39 MI)
 OH1486'TO THE ENTRANCE ON THE RIGHT TO THE TRANSPORTATION DEPARTMENT AND LAW
 OH1486'ENFORCEMENT BUILDING.  TURN RIGHT AND GO SOUTHWEST FOR 20 M
 OH1486'(65.6 FT) THEN BEAR LEFT SOUTHEASTERLY FOR 0.21 KM (0.13 MI) PASSING
 OH1486'THE MAINTENANCE GARAGE ON THE LEFT, TO A SIDE ROAD LEFT.  TURN LEFT
 OH1486'AND GO SOUTHEAST FOR 39 M (128.0 FT) TO THE SECOND ENTRANCE TO
 OH1486'PARKING LOTS ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 28 M
 OH1486'(91.9 FT) TO THE STATION ON THE LEFT, LOCATED IN A PAVED WALKWAY
 OH1486'BETWEEN THE ENTRANCES TO THE SECOND AND THIRD PARKING LOTS.
 OH1486'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 60 CM ROUND
 OH1486'CONCRETE POST FLUSH WITH THE WALKWAY.  NOTE--THREE SMALL CONCRETE
 OH1486'HOLES WERE SET FOR PLACING TRIPOD FEET.  LOCATED 38.5 M (126.3 FT)
 OH1486'NORTHEAST OF A CONCRETE CURB AND SIDEWALK AND 25.1 M (82.3 FT)
 OH1486'SOUTHWEST OF A CONCRETE CURB.
 OH1486
 OH1486                          STATION RECOVERY (1992)
 OH1486
 OH1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH1486'IN BOISE, AT THE IDAHO TRANSPORTATION DEPARTMENT AND LAW ENFORCEMENT
 OH1486'BUILDING AT 3311 WEST STATE STREET, NEAR THE CENTER OF THE SECOND
 OH1486'WALKWAY BETWEEN THE PARKING LOTS BEHIND THE MAINTENANCE GARAGE, 38.5
 OH1486'M (126.3 FT) NORTH OF A CONCRETE CURB AND A SIDEWALK, 25.1 M
 OH1486'(82.3 FT) SOUTH OF A CONCRETE CURB, AND THE MONUMENT IS FLUSH WITH
 OH1486'AND SURROUNDED BY A SIDEWALK. NOTE--FOR PERMISSION TO VISIT THE MARK,
 OH1486'CONTACT--MILFORD MILLER, ROAD DESIGN ENGINEER, TELEPHONE NUMBER (208)
 OH1486'334-8475.
 OH1486
 OH1486                          STATION RECOVERY (1994)
 OH1486
 OH1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (KRN)
 OH1486'NOT DESCRIBED.
 OH1486
 OH1486                          STATION RECOVERY (1994)
 OH1486
 OH1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (BEK)
 OH1486'RECOVERED AS DESCRIBED.
 OH1486
 OH1486                          STATION RECOVERY (1996)
 OH1486
 OH1486'RECOVERY NOTE BY HUBBLE ENGINEERING INCORPORATED 1996 (TP)
 OH1486'RECOVERED AS DESCRIBED.
 OH1486
 OH1486                          STATION RECOVERY (1996)
 OH1486
 OH1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 OH1486'RECOVERED AS DESCRIBED BY C.S. MIDDLETON.
 OH1486
 OH1486                          STATION RECOVERY (1997)
 OH1486
 OH1486'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (DSS)
 OH1486'RECOVERED AS DESCRIBED.
 OH1486
 OH1486                          STATION RECOVERY (1999)
 OH1486
 OH1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OH1486'THE STATION IS LOCATED IN BOISE, ON THE PROPERTY OF THE IDAHO
 OH1486'TRANSPORTATION DEPARTMENT, 3311 WEST STATE STREET, ABOUT IN THE CENTER
 OH1486'OF THE PAVED PARKING LOT OF THE OPERATION ANNEX BUILDING LOCATED ON
 OH1486'WEST JORDAN STREET.  CONTACT MR. MILFORD MILLER, ROAD DESIGNER
 OH1486'ENGINEER, PHONE 208-334-8475 OR SHAMROCK KELLY 208-334-8963.
 OH1486'OWNERSHIP--STATE OF IDAHO.  TO REACH THE STATION FROM THE INTERSECTION
 OH1486'OF STATE STREET AND 8TH STREET ON THE WEST SIDE OF THE CAPITAL
 OH1486'BUILDING IN BOISE, GO WEST ON STATE STREET FOR 2.82 KM (1.75 MI) TO
 OH1486'THE JUNCTION OF ROSE STREET ON THE LEFT.  TURN LEFT, SOUTH ON ROSE
 OH1486'STREET FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF WEST JORDAN
 OH1486'STREET.  TURN RIGHT, WEST ON WEST JORDAN STREET FOR 0.16 KM (0.10 MI)
 OH1486'TO THE THIRD ENTRANCE DRIVE OF THE ASPHALT PARKING LOT OF THE IDAHO
 OH1486'TRANSPORTATION DEPARTMENT OPERATION AND ANNEX BUILDING ON THE LEFT.
 OH1486'TURN LEFT, SOUTH INTO THE PARKING LOT FOR 25.9 M (85.0 FT) TO THE
 OH1486'STATION ON THE LEFT BETWEEN THE WHITE PAINTED LINES OF THE ASPHALT
 OH1486'WALKWAY BETWEEN THE EAST AND WEST PARKING ROWS, DIRECTLY SOUTH AND
 OH1486'ACROSS THE STREET FROM THE CARPENTRY SHOP OF THE MAINTENANCE BUILDING.
 OH1486'THE STATION IS SET IN THE TOP OF A 60 CM CONCRETE POST FLUSH WITH THE
 OH1486'ASPHALT WALKWAY.  LOCATED ABOUT 39.62 M (129.99 FT) NORTHWEST OF THE
 OH1486'NORTHWEST CORNER OF THE OPERATION ANNEX BUILDING, 38.5 M (126.3 FT)
 OH1486'NORTH OF A CONCRETE CURB OF A SIDEWALK AND 25.1 M (82.3 FT) SOUTH OF
 OH1486'THE SOUTH CURB OF WEST JORDAN STREET.
 OH1486
 OH1486                          STATION RECOVERY (2000)
 OH1486
 OH1486'RECOVERY NOTE BY ORBITECH INC 2000 (SHG)
 OH1486'RECOVERED IN GOOD CONDITION.
 OH1486
 OH1486                          STATION RECOVERY (2001)
 OH1486
 OH1486'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 OH1486'THE STATION IS LOCATED IN BOISE, AT THE IDAHO TRANSPORTATION
 OH1486'DEPARTMENT HEADQUARTERS, IN A PAVED WALKWAY BETWEEN PAVED PARKING LOTS
 OH1486'AT 3311 WEST STATE STREET, CONTACT MILFORD MILLER, P.E. ROADWAY
 OH1486'DESIGN FOR ACCESS, TELEPHONE 208-334-8475.  THE STATION IS ON STATE
 OH1486'PROPERTY.
 OH1486'
 OH1486'TO REACH THE STATION FROM THE INTERSECTION OF STATE AND 8TH STREETS ON
 OH1486'THE WEST SIDE OF THE STATE CAPITAL BUILDING IN BOISE, GO WEST ON STATE
 OH1486'STREET FOR 1.75 MI TO THE JUNCTION OF ROSE STREET ON THE LEFT, TURN
 OH1486'LEFT AND GO SOUTH ON ROSE STREET FOR 0.10 MI TO THE JUNCTION OF WEST
 OH1486'JORDAN STREET, TURN RIGHT AND GO WEST ON WEST JORDAN STREET FOR 0.10
 OH1486'MI TO THE THIRD ENTRANCE INTO THE HEADQUARTERS PARKING LOT AND MARK ON
 OH1486'THE LEFT.
 OH1486'
 OH1486'LOCATED 126.3 FT NORTH OF A CONCRETE CURB OF A SIDEWALK, 82.3 FT SOUTH
 OH1486'OF THE SOUTH CURB OF WEST JORDAN STREET, AND THE MONUMENT IS FLUSH
 OH1486'WITH THE GROUND SURFACE.  NOTE--THIS IS A FEDERAL BASE NETWORK CONTROL
 OH1486'STATION.
 OH1486
 OH1486                          STATION RECOVERY (2001)
 OH1486
 OH1486'RECOVERY NOTE BY HUBBLE ENGINEERING INCORPORATED 2001 (DDR)
 OH1486'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 OH1486
 OH1486                          STATION RECOVERY (2004)
 OH1486
 OH1486'RECOVERY NOTE BY COMPASSDATA INC 2004 (JC)
 OH1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0980 ***********************************************************************
 OZ0980  DESIGNATION -  IMOGENE
 OZ0980  PID         -  OZ0980
 OZ0980  STATE/COUNTY-  ID/CUSTER
 OZ0980  USGS QUAD   -  SNOWYSIDE PEAK (1964)
 OZ0980
 OZ0980                         *CURRENT SURVEY CONTROL
 OZ0980  ___________________________________________________________________
 OZ0980* NAD 83(1992)-  43 59 36.78060(N)    114 56 06.47319(W)     ADJUSTED  
 OZ0980* NAVD 88     -      3087.6    (meters)   10130.     (feet)  VERTCON   
 OZ0980  ___________________________________________________________________
 OZ0980  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 OZ0980  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 OZ0980
 OZ0980  HORZ ORDER  -  THIRD
 OZ0980
 OZ0980.The horizontal coordinates were established by classical geodetic methods
 OZ0980.and adjusted by the National Geodetic Survey in July 1992..
 OZ0980
 OZ0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0980
 OZ0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0980
 OZ0980.The geoid height was determined by GEOID03.
 OZ0980
 OZ0980;                    North         East     Units Scale Factor Converg.
 OZ0980;SPC ID C     -   258,903.753   424,992.367   MT  1.00001654   -0 38 58.4
 OZ0980;UTM  11      - 4,873,229.159   665,568.250   MT  0.99993716   +1 26 04.3
 OZ0980
 OZ0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0980!SPC ID C     -   0.99951811  x   1.00001654  =   0.99953464
 OZ0980!UTM  11      -   0.99951811  x   0.99993716  =   0.99945530
 OZ0980
 OZ0980:                Primary Azimuth Mark                     Grid Az
 OZ0980:SPC ID C     -  SNOWYSIDE                                206 01 42.9
 OZ0980:UTM  11      -  SNOWYSIDE                                203 56 40.2
 OZ0980
 OZ0980|---------------------------------------------------------------------|
 OZ0980| PID    Reference Object                     Distance      Geod. Az  |
 OZ0980|                                                           dddmmss.s |
 OZ0980| OZ0979 SNOWYSIDE                           APPROX. 6.8 KM 2052244.5 |
 OZ0980|---------------------------------------------------------------------|
 OZ0980
 OZ0980                          SUPERSEDED SURVEY CONTROL
 OZ0980
 OZ0980  NAD 83(1986)-  43 59 36.77972(N)    114 56 06.46790(W) AD(       ) 3
 OZ0980  NAD 27      -  43 59 37.11774(N)    114 56 03.19132(W) AD(       ) 3
 OZ0980  NGVD 29 (07/19/86) 3086.1    (m)        10125.     (f) VERT ANG       
 OZ0980
 OZ0980.Superseded values are not recommended for survey control.
 OZ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0980.See file dsdata.txt to determine how the superseded data were derived.
 OZ0980
 OZ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ6556873229(NAD 83)
 OZ0980_MARKER: DD = SURVEY DISK
 OZ0980_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0980_SP_SET: SET IN ROCK OUTCROP
 OZ0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0980+STABILITY: POSITION/ELEVATION WELL
 OZ0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0980+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2001
 OZ0980
 OZ0980  HISTORY     - Date     Condition        Report By
 OZ0980  HISTORY     - 1961     MONUMENTED       USGS
 OZ0980  HISTORY     - 20010729 GOOD             INDIV
 OZ0980
 OZ0980                          STATION DESCRIPTION
 OZ0980
 OZ0980'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 OZ0980'STATION IS LOCATED ON THE HIGH PROMINENT TOP JUST E. OF IMOGENE LAKE.
 OZ0980'ABOUT 3.5 MI. (AIRLINE) W. OF YELLOW BELLY LAKE AND ABOUT 6.0 MI. NW.
 OZ0980'OF ALTURAS LAKE.
 OZ0980'
 OZ0980'STATION REACHED BY HELICOPTER.
 OZ0980'
 OZ0980'STATION MARK--A USGS TRIANGULATION TABLET STAMPED---IMOGENE 1961---,
 OZ0980'SET IN SOLID ROCK.
 OZ0980'
 OZ0980'REFERENCE MARK NO. 1--A USGS REFERENCE MARK TABLET STAMPED---NO 1
 OZ0980'1961---, 11.95 FT. FROM STATION MARK, S 66 DEG 55 MIN E.
 OZ0980'
 OZ0980'REFERENCE MARK NO. 2--A USGS REFERENCE MARK TABLET STAMPED---NO 2
 OZ0980'1961---, 10.72 FT. FROM STATION MARK, S 28 DEG 33 MIN W.
 OZ0980
 OZ0980                          STATION RECOVERY (2001)
 OZ0980
 OZ0980'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (ZDV)
 OZ0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1314 ***********************************************************************
 RA1314  DESIGNATION -  INDIAN
 RA1314  PID         -  RA1314
 RA1314  STATE/COUNTY-  ID/ADAMS
 RA1314  USGS QUAD   -  POLLOCK (1979)
 RA1314
 RA1314                         *CURRENT SURVEY CONTROL
 RA1314  ___________________________________________________________________
 RA1314* NAD 83(1992)-  45 16 00.28409(N)    116 21 59.65235(W)     ADJUSTED  
 RA1314* NAVD 88     -      1665.3    (meters)    5464.     (feet)  VERTCON   
 RA1314  ___________________________________________________________________
 RA1314  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 RA1314  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 RA1314
 RA1314  HORZ ORDER  -  SECOND
 RA1314
 RA1314.The horizontal coordinates were established by classical geodetic methods
 RA1314.and adjusted by the National Geodetic Survey in July 1992..
 RA1314
 RA1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1314
 RA1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1314
 RA1314.The geoid height was determined by GEOID03.
 RA1314
 RA1314;                    North         East     Units Scale Factor Converg.
 RA1314;SPC ID W     -   400,133.736   751,614.731   MT  0.99996211   -0 26 16.9
 RA1314;UTM  11      - 5,012,778.284   549,691.769   MT  0.99963036   +0 26 60.0
 RA1314
 RA1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1314!SPC ID W     -   0.99974136  x   0.99996211  =   0.99970348
 RA1314!UTM  11      -   0.99974136  x   0.99963036  =   0.99937181
 RA1314
 RA1314|---------------------------------------------------------------------|
 RA1314| PID    Reference Object                     Distance      Geod. Az  |
 RA1314|                                                           dddmmss.s |
 RA1314| CH6805 INDIAN RM 1                           6.390 METERS 16248     |
 RA1314| CH6806 INDIAN RM 2                          11.257 METERS 20739     |
 RA1314| RA1320 WHITE                               APPROX. 7.2 KM 3425921.8 |
 RA1314|---------------------------------------------------------------------|
 RA1314
 RA1314                          SUPERSEDED SURVEY CONTROL
 RA1314
 RA1314  NAD 83(1991)-  45 16 00.28490(N)    116 21 59.65130(W) AD(       ) 2
 RA1314  NAD 83(1986)-  45 16 00.28493(N)    116 21 59.65132(W) AD(       ) 2
 RA1314  NAD 27      -  45 16 00.69274(N)    116 21 56.18406(W) AD(       ) 2
 RA1314  NGVD 29 (07/19/86) 1664.2    (m)         5460.     (f) VERT ANG       
 RA1314
 RA1314.Superseded values are not recommended for survey control.
 RA1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1314.See file dsdata.txt to determine how the superseded data were derived.
 RA1314
 RA1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL4969212778(NAD 83)
 RA1314_MARKER: DS = TRIANGULATION STATION DISK
 RA1314_SETTING: 80 = SET IN A BOULDER
 RA1314_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RA1314
 RA1314  HISTORY     - Date     Condition        Report By
 RA1314  HISTORY     - 1946     MONUMENTED       CGS
 RA1314
 RA1314                          STATION DESCRIPTION
 RA1314
 RA1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1314'STATION IS LOCATED ABOUT 10-3/4 MILES S AND 2-1/4 MILES W OF
 RA1314'RIGGINS, 3 MILES S OF POLLOCK POST OFFICE, BETWEEN INDIAN AND
 RA1314'LOCKWOOD CREEKS, ON SUMMIT OF INDIAN HILL LYING ABOUT 1 MILE W OF
 RA1314'U.S. HIGHWAY 95 AND IN NEZPERCE NATIONAL FOREST.
 RA1314'
 RA1314'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE BOULDER, 18 BY
 RA1314'20 INCHES, AND PROJECTS 2 INCHES.  IT IS LOCATED ON HIGHEST POINT OF
 RA1314'HILL.  DISK IS STAMPED INDIAN 1946.
 RA1314'
 RA1314'REFERENCE MARK 1, STAMPED INDIAN NO 1 1946, IS A BRONZE REFERENCE
 RA1314'DISK SET IN A LARGE GRANITE BOULDER, 22 BY 30 INCHES, PROJECTING 10
 RA1314'INCHES.  IT IS LOCATED ON ROCKY SLOPE OF HILL S OF THE STATION
 RA1314'AND IS 5 FEET LOWER THAN STATION.
 RA1314'
 RA1314'REFRENCE MARK 2, STAMPED INDIAN NO 2 1946, IS A BRONZE REFERENCE
 RA1314'DISK.
 RA1314'
 RA1314'TO REACH THE STATION FROM THE POST OFFICE IN RIGGINS, GO S ON U.S.
 RA1314'HIGHWAY 95 FOR 9 MILES TO POLLOCK POST OFFICE ON RIGHT.  CONTINUE
 RA1314'ON HIGHWAY FOR 2.35 MILES TO A ROAD RIGHT ACROSS WOODEN BRIDGE AT
 RA1314'SIGN E.A. PEMBERTON, TURN RIGHT ACROSS BRIDGE AND GO 0.3 MILE TO END
 RA1314'OF TRUCK TRAVEL AT PEMBERTON HOME.  FROM HERE THE STATION HILL IS
 RA1314'ABOUT 1-1/4 MILES SW AND IS VISIBLE FROM A POINT JUST W OF BARN
 RA1314'WHERE INDIAN CREEK FLOWS ACROSS ROAD.  LOOKING UP THE DRAINAGE AND
 RA1314'SLIGHTLY TO LEFT OF CREEK THE HILL IS ON THE SKY LINE AND
 RA1314'APPEARS AS A PROMINENT TIMBERED PEAK.  FOLLOW RIDGE JUST E OF
 RA1314'INDIAN CREEK SW ABOUT 1-1/4 MILES TO HIGHEST POINT AND STATION
 RA1314'SITE.  A FOUR-HOUR PACK.  NOTE-- NO AZIMUTH MARK WAS SET.
 RA1314'
 RA1314'OFFICE NOTE
 RA1314'
 RA1314'THERE IS UNCERTAINTY IN THE DIRECTION TO THE REFERENCE MARKS AND
 RA1314'PICTURE POINT AT THIS STATION.  IT IS POSSIBLE THAT THESE DIRECTIONS
 RA1314'SHOULD BE INCREASED BY 5 DEG 39 MIN 52 SEC.  THIS SHOULD BE
 RA1314'CONFIRMED WHEN THE STATION IS REOCCUPIED.  IF THIS IS TRUE IT
 RA1314'WOULD BE THE CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1356 ***********************************************************************
 RA1356  DESIGNATION -  INDIAN
 RA1356  PID         -  RA1356
 RA1356  STATE/COUNTY-  ID/ADAMS
 RA1356  USGS QUAD   -  HOMESTEAD (1990)
 RA1356
 RA1356                         *CURRENT SURVEY CONTROL
 RA1356  ___________________________________________________________________
 RA1356* NAD 83(1992)-  45 01 57.89552(N)    116 47 08.10095(W)     ADJUSTED  
 RA1356* NAVD 88     -      1323.3    (meters)    4342.     (feet)  VERTCON   
 RA1356  ___________________________________________________________________
 RA1356  LAPLACE CORR-           8.22  (seconds)                    DEFLEC99
 RA1356  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 RA1356
 RA1356  HORZ ORDER  -  SECOND
 RA1356
 RA1356.The horizontal coordinates were established by classical geodetic methods
 RA1356.and adjusted by the National Geodetic Survey in July 1992..
 RA1356
 RA1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1356
 RA1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1356
 RA1356.The geoid height was determined by GEOID03.
 RA1356
 RA1356;                    North         East     Units Scale Factor Converg.
 RA1356;SPC ID W     -   374,467.128   718,399.476   MT  1.00001518   -0 43 57.8
 RA1356;SPC OR N     -   158,527.425 2,792,569.964   MT  0.99989739   +2 38 03.2
 RA1356;SPC OR N     -   520,103.10  9,161,974.95   iFT  0.99989739   +2 38 03.2
 RA1356;UTM  11      - 4,986,610.742   516,889.663   MT  0.99960351   +0 09 06.1
 RA1356
 RA1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1356!SPC ID W     -   0.99979506  x   1.00001518  =   0.99981024
 RA1356!SPC OR N     -   0.99979506  x   0.99989739  =   0.99969247
 RA1356!UTM  11      -   0.99979506  x   0.99960351  =   0.99939865
 RA1356
 RA1356|---------------------------------------------------------------------|
 RA1356| PID    Reference Object                     Distance      Geod. Az  |
 RA1356|                                                           dddmmss.s |
 RA1356| CH6804 INDIAN RM 2                           3.513 METERS 02900     |
 RA1356| CH6802 INDIAN AZ MK                                       2054924.4 |
 RA1356| CH6803 INDIAN RM 1                           6.169 METERS 26806     |
 RA1356|---------------------------------------------------------------------|
 RA1356
 RA1356                          SUPERSEDED SURVEY CONTROL
 RA1356
 RA1356  NAD 83(1991)-  45 01 57.89561(N)    116 47 08.10091(W) AD(       ) 2
 RA1356  NAD 83(1986)-  45 01 57.89639(N)    116 47 08.10045(W) AD(       ) 2
 RA1356  NAD 27      -  45 01 58.33853(N)    116 47 04.55087(W) AD(       ) 2
 RA1356  NGVD 29 (07/19/86) 1322.2    (m)         4338.     (f) VERT ANG       
 RA1356
 RA1356.Superseded values are not recommended for survey control.
 RA1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1356.See file dsdata.txt to determine how the superseded data were derived.
 RA1356
 RA1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1689086611(NAD 83)
 RA1356_MARKER: Z = SEE DESCRIPTION
 RA1356_SETTING: 0 = UNSPECIFIED SETTING
 RA1356
 RA1356  HISTORY     - Date     Condition        Report By
 RA1356  HISTORY     - 1945     MONUMENTED       CGS
 RA1356
 RA1356                          STATION DESCRIPTION
 RA1356
 RA1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1356'THE STATION IS LOCATED E OF THE SNAKE RIVER, ABOUT 4 MILES ENE OF
 RA1356'HOMESTEAD, ABOUT 7 MILES SW OF CUPRUM, AND 3 MILES SW OF THE
 RA1356'SUMMIT OF THE KLEINSCHMIDT GRADE.  IT IS ON A LOW ROUNDED POINT
 RA1356'ALONG THE CREST OF WHAT IS LOCALLY KNOWN AS WINDY RANGE.  THE
 RA1356'STATION IS ON THE SW SLOPE OF THE KNOLL, 150 YARDS N OF THE ROAD
 RA1356'WHERE THE ROAD PASSES A SMALL PINE TREE AND SALT LICK, 88 FEET S
 RA1356'OF A GROUP OF PINE TREES, ON THE N SLOPE OF THE KNOLL, AND 50
 RA1356'FEET SW OF THE HIGHEST PART OF THE HILL.
 RA1356'
 RA1356'THE STATION IS MARKED BY A BRONZE STATION DISK SET IN A DRILL
 RA1356'HOLE IN A BOULDER.  IT IS FLUSH WITH THE GROUND AND STAMPED
 RA1356'INDIAN 1945.
 RA1356'
 RA1356'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 RA1356'IN A BOULDER, ON THE W SLOPE OF THE KNOLL.  IT IS ABOUT 10 FEET
 RA1356'NW OF A SMALL PILE OF ROCKS AND IS 3 FEET LOWER THAN THE
 RA1356'STATION.  THE DISK IS STAMPED INDIAN NO. 1 1945.
 RA1356'
 RA1356'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 RA1356'IN A BOULDER THAT PROJECTS 18 INCHES ABOVE THE GROUND, 2 FEET
 RA1356'HIGHER THAN THE STATION, AND 67.5 FEET S OF A SMALL PINE TREE.  THE
 RA1356'DISK IS STAMPED INDIAN NO. 2 1945.
 RA1356'
 RA1356'THE AZIMUTH MARK IS ON A SMALL FLAT GRASSY BENCH, ABOUT 0.3 MILE
 RA1356'SSW OF THE STATION, 50 YARDS W OF A SMALL KNOLL THAT IS THE
 RA1356'SECOND SMALL KNOLL S OF THE STATION, AND 80 YARDS S OF A TRACK
 RA1356'ROAD.  IT IS MARKED BY A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 RA1356'IN BEDROCK THAT PROJECTS 1-1/2 FEET ABOVE THE SURFACE OF THE
 RA1356'GROUND.  THE DISK IS STAMPED INDIAN 1945.
 RA1356'
 RA1356'THE STATION IS REACHED FROM HOMESTEAD BY GOING N ON THE SNAKE
 RA1356'RIVER ROAD FOR 2.1 MILES TO THE BRIDGE CROSSING THE SNAKE RIVER.  GO
 RA1356'0.2 MILE TO ROAD FORKS.  TAKE THE RIGHT FORK AS PER SIGN CUPRUM
 RA1356'AND GO UP THE KLEINSCHMIDT GRADE FOR 6.0 MILES TO THE SUMMIT.
 RA1356'TURN SHARP RIGHT ONTO THE WINDY RIDGE ROAD AND FOLLOW THIS TRACK
 RA1356'ROAD FOR 3.3 MILES TO WHERE THERE IS A SMALL PINE TREE AND SALT
 RA1356'LICK.  PACK W FOR 5 MINUTES TO THE TOP OF THE HILL AND
 RA1356'THE STATION.
 RA1356'
 RA1356'OFFICE NOTE
 RA1356'
 RA1356'THERE IS A POSSIBILITY THAT THE INITIAL SHOULD BE COOPER, RATHER
 RA1356'THAN HERMAN.  THE CORRECT INITIAL SHOULD BE ASCERTAINED WHEN THE
 RA1356'STATION IS REOCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1520 ***********************************************************************
 SV1520  DESIGNATION -  INDIAN
 SV1520  PID         -  SV1520
 SV1520  STATE/COUNTY-  ID/KOOTENAI
 SV1520  USGS QUAD   -  BENEWAH LAKE (1981)
 SV1520
 SV1520                         *CURRENT SURVEY CONTROL
 SV1520  ___________________________________________________________________
 SV1520* NAD 83(1992)-  47 22 21.93657(N)    116 43 31.43035(W)     ADJUSTED  
 SV1520* NAVD 88     -       854.6    (meters)    2804.     (feet)  VERTCON   
 SV1520  ___________________________________________________________________
 SV1520  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 SV1520  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 SV1520
 SV1520  HORZ ORDER  -  SECOND
 SV1520
 SV1520.The horizontal coordinates were established by classical geodetic methods
 SV1520.and adjusted by the National Geodetic Survey in July 1992..
 SV1520
 SV1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1520
 SV1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1520
 SV1520.The geoid height was determined by GEOID03.
 SV1520
 SV1520;                    North         East     Units Scale Factor Converg.
 SV1520;SPC ID W     -   634,493.981   726,337.911   MT  0.99999999   -0 43 03.7
 SV1520;UTM  11      - 5,246,625.502   520,731.180   MT  0.99960528   +0 12 07.4
 SV1520
 SV1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1520!SPC ID W     -   0.99986882  x   0.99999999  =   0.99986881
 SV1520!UTM  11      -   0.99986882  x   0.99960528  =   0.99947415
 SV1520
 SV1520|---------------------------------------------------------------------|
 SV1520| PID    Reference Object                     Distance      Geod. Az  |
 SV1520|                                                           dddmmss.s |
 SV1520| CH6809 INDIAN RM 1                          20.920 METERS 23203     |
 SV1520| SV0270 G 133                                              2694936.3 |
 SV1520| CH6810 INDIAN RM 2                          15.288 METERS 29848     |
 SV1520|---------------------------------------------------------------------|
 SV1520
 SV1520                          SUPERSEDED SURVEY CONTROL
 SV1520
 SV1520  NAD 83(1986)-  47 22 21.94266(N)    116 43 31.42653(W) AD(       ) 2
 SV1520  NAD 27      -  47 22 22.27915(N)    116 43 27.80314(W) AD(       ) 2
 SV1520  NGVD 29 (07/19/86)  853.5    (m)         2800.     (f) VERT ANG       
 SV1520
 SV1520.Superseded values are not recommended for survey control.
 SV1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1520.See file dsdata.txt to determine how the superseded data were derived.
 SV1520
 SV1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2073146626(NAD 83)
 SV1520
 SV1520  HISTORY     - Date     Condition        Report By
 SV1520  HISTORY     - 1958     MONUMENTED       CGS
 SV1520  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 SV1520
 SV1520                          STATION DESCRIPTION
 SV1520
 SV1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1520'STATION IS ON THE BREAK OF THE BENCH LAYING WESTWARD FROM
 SV1520'INDIAN MOUNTAIN, ABOUT 170 FEET ABOVE COEUR DALENE LAKE, ABOUT
 SV1520'100 FEET WEST OF THE EDGE OF A GRAIN FIELD, 0.3 MILE SOUTH OF
 SV1520'THE FARM RESIDENCE OF ROBERT F. ERICKSON, IN A ROCKY AREA
 SV1520'WHERE THERE IS A SCATTERED GROWTH OF PINE TREES, 800 FEET
 SV1520'FROM THE LAKE EDGE OF ROUND LAKE, AN ARM OF COEUR DALENE LAKE.
 SV1520'
 SV1520'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 95 AND STATE ROUTE
 SV1520'3 GO NORTHWARD ON U.S. HIGHWAY 95 FOR 0.3 MILE PASSING KOOTENAI
 SV1520'HIGH SCHOOL TO THE LEFT, CONTINUE WEST FOR 0.1 MILE TO DIRT
 SV1520'ROAD TO THE LEFT, TURN LEFT (SOUTH) FOR 0.05 MILE TO WHERE
 SV1520'THE OLD FRAME SCHOOL HOUSE IS ON CORNER AND HIGH SCHOOL IS
 SV1520'AHEAD.  TURN RIGHT (WEST) ALONG SECTION LINE ROAD FOR 2
 SV1520'MILES, TURN LEFT (SOUTH) FOR 1.6 MILES, THENCE RIGHT (WEST)
 SV1520'FOR 0.3 MILE, THEN SOUTH 0.25 MILE AND AGAIN WEST 0.15
 SV1520'MILE TO THE FARM RESIDENCE OF MR. ERICKSON.  PASS AROUND
 SV1520'NORTH AND WEST SIDE OF HOUSE AND GO DUE SOUTH FOR 0.25 MILE
 SV1520'TOWARDS WHERE LIMITS OF GRAIN FIELD COME TO A CORNER WITH
 SV1520'WIRE GATE, TURN RIGHT AFTER PASSING THROUGH GATE AND ABOUT
 SV1520'50 YARDS TO STATION.
 SV1520'
 SV1520'ALL MARKS ARE STANDARD DISKS.
 SV1520'
 SV1520'STATION MARK IS STAMPED INDIAN 1958, 6-INCHES BELOW THE
 SV1520'SURFACE IN BEDROCK.
 SV1520'
 SV1520'REFERENCE MARK 1 IS ABOUT 6-FEET BELOW THE STATION, STAMPED
 SV1520'INDIAN NO 1 1958, IN OUTCROP OF ROCK PROJECTING 1-FOOT.
 SV1520'
 SV1520'REFERENCE MARK 2 IS ABOUT LEVEL WITH STATION, STAMPED INDIAN
 SV1520'NO 2 1958, IN OUTCROP OF ROCK PROJECTING 8-INCHES.
 SV1520'
 SV1520'BENCH MARK G-133 1935 IS LOCATED AT CHATOOLET, BENEWAH COUNTY,
 SV1520'ON THE OREGON WASHINGTON RAILROAD AND NAVIGATION CO. RAILROAD,
 SV1520'ABOUT 190 FEET SOUTH OF THE POST OFFICE, ABOUT 117 FEET SOUTH
 SV1520'OF A TRACK FROG, 10.4 FEET WEST OF THE CENTER LINE OF THE
 SV1520'TRACK, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTHEAST
 SV1520'FOUNDATION PIER OF A DEMOLISHED WATER TANK.  A STANDARD DISK,
 SV1520'STAMPED G 133 1935.
 SV1520
 SV1520                          STATION RECOVERY (1974)
 SV1520
 SV1520'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (BRN)
 SV1520'RECOVERED BY AERIAL MAPPING CO
 SV1520'
 SV1520'INDIAN 1958-GOOD
 SV1520'
 SV1520'REFERENCE MARKS NOT SEARCHED FOR.  NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0982 ***********************************************************************
 TO0982  DESIGNATION -  INDIAN
 TO0982  PID         -  TO0982
 TO0982  STATE/COUNTY-  ID/BONNER
 TO0982  USGS QUAD   -  HOPE (1996)
 TO0982
 TO0982                         *CURRENT SURVEY CONTROL
 TO0982  ___________________________________________________________________
 TO0982* NAD 83(1992)-  48 07 50.62427(N)    116 22 06.24058(W)     ADJUSTED  
 TO0982* NAVD 88     -       647.     (meters)    2123.     (feet)  SCALED    
 TO0982  ___________________________________________________________________
 TO0982  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 TO0982  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 TO0982
 TO0982  HORZ ORDER  -  SECOND
 TO0982
 TO0982.The horizontal coordinates were established by classical geodetic methods
 TO0982.and adjusted by the National Geodetic Survey in July 1992..
 TO0982
 TO0982.The orthometric height was scaled from a topographic map.
 TO0982
 TO0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0982
 TO0982.The geoid height was determined by GEOID03.
 TO0982
 TO0982;                    North         East     Units Scale Factor Converg.
 TO0982;SPC ID W     -   718,487.113   753,971.545   MT  0.99995936   -0 27 37.8
 TO0982;UTM  11      - 5,331,023.264   546,995.251   MT  0.99962714   +0 28 13.2
 TO0982
 TO0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0982!SPC ID W     -   0.99990126  x   0.99995936  =   0.99986062
 TO0982!UTM  11      -   0.99990126  x   0.99962714  =   0.99952843
 TO0982
 TO0982|---------------------------------------------------------------------|
 TO0982| PID    Reference Object                     Distance      Geod. Az  |
 TO0982|                                                           dddmmss.s |
 TO0982| CH6807 INDIAN RM 1                          17.570 METERS 12241     |
 TO0982| CH6808 INDIAN RM 2                                        16005     |
 TO0982| TO1068 BLACKTAIL                           APPROX.11.3 KM 2632330.7 |
 TO0982|---------------------------------------------------------------------|
 TO0982
 TO0982                          SUPERSEDED SURVEY CONTROL
 TO0982
 TO0982  NAD 83(1986)-  48 07 50.63334(N)    116 22 06.23337(W) AD(       ) 2
 TO0982  NAD 27      -  48 07 50.92151(N)    116 22 02.56432(W) AD(       ) 2
 TO0982
 TO0982.Superseded values are not recommended for survey control.
 TO0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0982.See file dsdata.txt to determine how the superseded data were derived.
 TO0982
 TO0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4699531023(NAD 83)
 TO0982_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TO0982_SETTING: 80 = SET IN A BOULDER
 TO0982_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TO0982
 TO0982  HISTORY     - Date     Condition        Report By
 TO0982  HISTORY     - 1947     MONUMENTED       CGS
 TO0982
 TO0982                          STATION DESCRIPTION
 TO0982
 TO0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (OSR)
 TO0982'ABOUT 13.0 MILES AIRLINE SOUTHEAST OF THE CITY OF SANDPOINT,
 TO0982'ON INDIAN POINT WHICH IS ALONG THE EAST SHORE OF PEND OREILLE
 TO0982'LAKE AND IS ACROSS THE LAKE SE FROM GARFIELD BAY.  STATION MARK
 TO0982'IS SET IN A BURIED BOULDER AND IS ABOUT 50 FEET ABOVE THE
 TO0982'LAKE LEVEL.
 TO0982'
 TO0982'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND IS ABOUT 4
 TO0982'FEET HIGHER.
 TO0982'
 TO0982'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND IS ABOUT
 TO0982'10 FEET HIGHER.
 TO0982'
 TO0982'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0830 ***********************************************************************
 OY0830  DESIGNATION -  INDIAN ALLOTMENT IRON PIPE
 OY0830  PID         -  OY0830
 OY0830  STATE/COUNTY-  ID/BINGHAM
 OY0830  USGS QUAD   -  HIGHAM PEAK (1951)
 OY0830
 OY0830                         *CURRENT SURVEY CONTROL
 OY0830  ___________________________________________________________________
 OY0830* NAD 83(1992)-  43 13 01.84071(N)    112 05 29.22882(W)     ADJUSTED  
 OY0830* NAVD 88     -      1763.     (meters)    5784.     (feet)  SCALED    
 OY0830  ___________________________________________________________________
 OY0830  LAPLACE CORR-           7.18  (seconds)                    DEFLEC99
 OY0830  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 OY0830
 OY0830  HORZ ORDER  -  SECOND
 OY0830
 OY0830.The horizontal coordinates were established by classical geodetic methods
 OY0830.and adjusted by the National Geodetic Survey in July 1992..
 OY0830
 OY0830.The orthometric height was scaled from a topographic map.
 OY0830
 OY0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0830
 OY0830.The geoid height was determined by GEOID03.
 OY0830
 OY0830;                    North         East     Units Scale Factor Converg.
 OY0830;SPC ID E     -   172,227.391   206,111.074   MT  0.99994783   +0 03 05.4
 OY0830;UTM  12      - 4,785,510.722   411,351.133   MT  0.99969667   -0 44 50.8
 OY0830
 OY0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0830!SPC ID E     -   0.99972545  x   0.99994783  =   0.99967329
 OY0830!UTM  12      -   0.99972545  x   0.99969667  =   0.99942220
 OY0830
 OY0830                          SUPERSEDED SURVEY CONTROL
 OY0830
 OY0830  NAD 83(1986)-  43 13 01.83366(N)    112 05 29.21583(W) AD(       ) 2
 OY0830  NAD 27      -  43 13 02.12800(N)    112 05 26.32000(W) AD(       ) 2
 OY0830
 OY0830.Superseded values are not recommended for survey control.
 OY0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0830.See file dsdata.txt to determine how the superseded data were derived.
 OY0830
 OY0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN1135185511(NAD 83)
 OY0830
 OY0830  HISTORY     - Date     Condition        Report By
 OY0830  HISTORY     - 1936     MONUMENTED       CGS
 OY0830
 OY0830                          STATION DESCRIPTION
 OY0830
 OY0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 OY0830'SEE STATION GARDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1542 ***********************************************************************
 NU1542  DESIGNATION -  INDIAN ALLOTMENT MARK
 NU1542  PID         -  NU1542
 NU1542  STATE/COUNTY-  ID/BANNOCK
 NU1542  USGS QUAD   -  INKOM (1971)
 NU1542
 NU1542                         *CURRENT SURVEY CONTROL
 NU1542  ___________________________________________________________________
 NU1542* NAD 83(1992)-  42 47 38.26774(N)    112 21 55.23136(W)     ADJUSTED  
 NU1542* NAVD 88     -      1378.     (meters)    4521.     (feet)  SCALED    
 NU1542  ___________________________________________________________________
 NU1542  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 NU1542  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NU1542
 NU1542  HORZ ORDER  -  SECOND
 NU1542
 NU1542.The horizontal coordinates were established by classical geodetic methods
 NU1542.and adjusted by the National Geodetic Survey in July 1992..
 NU1542
 NU1542.The orthometric height was scaled from a topographic map.
 NU1542
 NU1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1542
 NU1542.The geoid height was determined by GEOID03.
 NU1542
 NU1542;                    North         East     Units Scale Factor Converg.
 NU1542;SPC ID E     -   125,230.136   183,746.646   MT  0.99995062   -0 08 05.9
 NU1542;UTM  12      - 4,738,839.094   388,341.270   MT  0.99975338   -0 55 39.6
 NU1542
 NU1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1542!SPC ID E     -   0.99978590  x   0.99995062  =   0.99973653
 NU1542!UTM  12      -   0.99978590  x   0.99975338  =   0.99953933
 NU1542
 NU1542                          SUPERSEDED SURVEY CONTROL
 NU1542
 NU1542  NAD 83(1986)-  42 47 38.26136(N)    112 21 55.21521(W) AD(       ) 2
 NU1542  NAD 27      -  42 47 38.56830(N)    112 21 52.30980(W) AD(       ) 2
 NU1542
 NU1542.Superseded values are not recommended for survey control.
 NU1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1542.See file dsdata.txt to determine how the superseded data were derived.
 NU1542
 NU1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8834138839(NAD 83)
 NU1542_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NU1542_SETTING: 0 = UNSPECIFIED SETTING
 NU1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1542
 NU1542  HISTORY     - Date     Condition        Report By
 NU1542  HISTORY     - 1960     MONUMENTED       DI
 NU1542
 NU1542                          STATION DESCRIPTION
 NU1542
 NU1542'DESCRIBED BY US DEPARTMENT OF INTERIOR 1960
 NU1542'THE INDIAN ALLOTMENT MARK, STAMPED 1912, IS A BRASS DISK RIVETED
 NU1542'TO THE TOP OF AN IRON PIPE WHICH IS 1-1/2 INCHES IN DIAMETER
 NU1542'AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 NU1542'SITUATED IN THE EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0680 ***********************************************************************
 PZ0680  DESIGNATION -  INDIAN BUTTE
 PZ0680  PID         -  PZ0680
 PZ0680  STATE/COUNTY-  ID/CLARK
 PZ0680  USGS QUAD   -  INDIAN CREEK (1987)
 PZ0680
 PZ0680                         *CURRENT SURVEY CONTROL
 PZ0680  ___________________________________________________________________
 PZ0680* NAD 83(1992)-  44 20 05.98315(N)    112 23 24.10194(W)     ADJUSTED  
 PZ0680* NAVD 88     -      2122.3    (meters)    6963.     (feet)  VERTCON   
 PZ0680  ___________________________________________________________________
 PZ0680  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 PZ0680  GEOID HEIGHT-         -10.30  (meters)                     GEOID03
 PZ0680
 PZ0680  HORZ ORDER  -  THIRD
 PZ0680
 PZ0680.The horizontal coordinates were established by classical geodetic methods
 PZ0680.and adjusted by the National Geodetic Survey in July 1992..
 PZ0680
 PZ0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0680
 PZ0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0680
 PZ0680.The geoid height was determined by GEOID03.
 PZ0680
 PZ0680;                    North         East     Units Scale Factor Converg.
 PZ0680;SPC ID E     -   296,440.680   182,187.056   MT  0.99995127   -0 09 21.9
 PZ0680;UTM  12      - 4,910,020.636   389,184.404   MT  0.99975102   -0 58 17.5
 PZ0680
 PZ0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0680!SPC ID E     -   0.99966896  x   0.99995127  =   0.99962024
 PZ0680!UTM  12      -   0.99966896  x   0.99975102  =   0.99942006
 PZ0680
 PZ0680:                Primary Azimuth Mark                     Grid Az
 PZ0680:SPC ID E     -  LODGE                                    264 49 00.7
 PZ0680:UTM  12      -  LODGE                                    265 37 56.3
 PZ0680
 PZ0680|---------------------------------------------------------------------|
 PZ0680| PID    Reference Object                     Distance      Geod. Az  |
 PZ0680|                                                           dddmmss.s |
 PZ0680| PZ0687 LODGE                               APPROX.11.5 KM 2643938.8 |
 PZ0680|---------------------------------------------------------------------|
 PZ0680
 PZ0680                          SUPERSEDED SURVEY CONTROL
 PZ0680
 PZ0680  NAD 83(1986)-  44 20 05.98000(N)    112 23 24.09055(W) AD(       ) 3
 PZ0680  NAD 27      -  44 20 06.29918(N)    112 23 21.13466(W) AD(       ) 3
 PZ0680  NGVD 29 (07/19/86) 2121.0    (m)         6959.     (f) VERT ANG       
 PZ0680
 PZ0680.Superseded values are not recommended for survey control.
 PZ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0680.See file dsdata.txt to determine how the superseded data were derived.
 PZ0680
 PZ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ8918410021(NAD 83)
 PZ0680_MARKER: DD = SURVEY DISK
 PZ0680_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0680_SP_SET: SET IN BEDROCK
 PZ0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0680+STABILITY: POSITION/ELEVATION WELL
 PZ0680
 PZ0680  HISTORY     - Date     Condition        Report By
 PZ0680  HISTORY     - 1956     MONUMENTED       USGS
 PZ0680
 PZ0680                          STATION DESCRIPTION
 PZ0680
 PZ0680'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PZ0680'NOTE--THIS STATION IS AT THE SAME POINT AS STATION --INDIAN BUTTE--,
 PZ0680'BUILT BUT NOT OCCUPIED AND NOT LOCATED BY USGS IN 1915.  HIS STATION
 PZ0680'MARK --DRILL HOLE-- IS UNDER THE LARGE CAIRN AND IS USED AS REFERENCE
 PZ0680'MARK NO. 3.  HIS REFERENCE MARK, A --CHISELED CROSS-- IS USED AS
 PZ0680'REFERENCE MARK NO. 2.  A NEW TABLET WAS SET NEAR THE CAIRN AND USED
 PZ0680'AS STATION MARK.
 PZ0680'
 PZ0680'LOCATED ABOUT 14 MI. NW. OF DUBOIS, 10.0 MI. W. OF SPENCER AND 1.0
 PZ0680'MI. E. OF INDIAN CREEK, ON THE HIGHEST POINT OF INDIAN BUTTE.
 PZ0680'
 PZ0680'TO REACH FROM DUBOIS, DRIVE W. ON U.S. HIGHWAY 91 FOR 0.7 MI. TO
 PZ0680'JUNCTION WITH STATE HIGHWAY 22, DRIVE W. ON STATE HIGHWAY 22 FOR 5.2
 PZ0680'MI. TO JUNCTION WITH MEDICINE LODGE ROAD, TURN N. ON MEDICINE LODGE
 PZ0680'ROAD AND FOLLOW MAIN RD. 6.5 MI. TO A 90-DEGREE BEND IN RD., TAKE
 PZ0680'RIGHT FORK (N.) ON TRACK RD. FOR 4.0 MI. TO RD. FORKS, TAKE LEFT FORK
 PZ0680'0.9 MI. TO DIM RD. RUNNING W. UP A SMALL DRAW, TAKE RD. UP DRAW FOR
 PZ0680'0.8 MI. TO SADDLE, TURN N. 0.4 MI. UP RIDGE TO HIGHEST POINT AND
 PZ0680'STATION.
 PZ0680'
 PZ0680'STATION MARK--STANDARD TABLET STAMPED---INDIAN BUTTE 1956---,
 PZ0680'CEMENTED IN BEDROCK.
 PZ0680'
 PZ0680'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED---NO 1
 PZ0680'1956---, CEMENTED IN BEDROCK, 59.02 FT. FROM STATION MARK,
 PZ0680'N 43 DEG 09 MIN W.
 PZ0680'
 PZ0680'REFERENCE MARK NO. 2--EXISTING CHISELED CROSS ON A BIG ROCK, 15.34
 PZ0680'FT. FROM STATION MARK, S 66 DEG 29 MIN E.
 PZ0680'
 PZ0680'REFERENCE MARK NO. 3--EXISTING 10 FT. HIGH CAIRN, 15.3 FT. (TO CENTER)
 PZ0680'FROM STATION MARK, S 22 DEG 12 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0729 ***********************************************************************
 NV0729  DESIGNATION -  INDIAN COVE
 NV0729  PID         -  NV0729
 NV0729  STATE/COUNTY-  ID/ELMORE
 NV0729  USGS QUAD   -  INDIAN COVE (1992)
 NV0729
 NV0729                         *CURRENT SURVEY CONTROL
 NV0729  ___________________________________________________________________
 NV0729* NAD 83(1992)-  42 56 09.85532(N)    115 33 40.34359(W)     ADJUSTED  
 NV0729* NAVD 88     -       788.346  (meters)    2586.43   (feet)  ADJUSTED  
 NV0729  ___________________________________________________________________
 NV0729  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 NV0729  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 NV0729  DYNAMIC HT  -         788.027 (meters)    2585.39  (feet)  COMP
 NV0729  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 NV0729
 NV0729  HORZ ORDER  -  THIRD
 NV0729  VERT ORDER  -  SECOND    CLASS 0
 NV0729
 NV0729.The horizontal coordinates were established by classical geodetic methods
 NV0729.and adjusted by the National Geodetic Survey in July 1992..
 NV0729
 NV0729.The orthometric height was determined by differential leveling
 NV0729.and adjusted by the National Geodetic Survey in June 1991..
 NV0729
 NV0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0729
 NV0729.The geoid height was determined by GEOID03.
 NV0729
 NV0729.The dynamic height is computed by dividing the NAVD 88
 NV0729.geopotential number by the normal gravity value computed on the
 NV0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0729.degrees latitude (g = 980.6199 gals.).
 NV0729
 NV0729.The modeled gravity was interpolated from observed gravity values.
 NV0729
 NV0729;                    North         East     Units Scale Factor Converg.
 NV0729;SPC ID W     -   141,012.231   815,409.325   MT  0.99993625   +0 07 43.0
 NV0729;UTM  11      - 4,754,719.797   617,396.101   MT  0.99976955   +0 58 48.7
 NV0729
 NV0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0729!SPC ID W     -   0.99987891  x   0.99993625  =   0.99981517
 NV0729!UTM  11      -   0.99987891  x   0.99976955  =   0.99964849
 NV0729
 NV0729|---------------------------------------------------------------------|
 NV0729| PID    Reference Object                     Distance      Geod. Az  |
 NV0729|                                                           dddmmss.s |
 NV0729| CD5802 INDIAN COVE RM 1                      4.908 METERS 00713     |
 NV0729| NV0731 M 298                               APPROX. 2.5 KM 0714428.8 |
 NV0729| CD5803 INDIAN COVE RM 2                      5.301 METERS 10451     |
 NV0729| CD6120 CLOVER PP                                          20012     |
 NV0729|---------------------------------------------------------------------|
 NV0729
 NV0729                          SUPERSEDED SURVEY CONTROL
 NV0729
 NV0729  NAD 83(1986)-  42 56 09.85570(N)    115 33 40.33936(W) AD(       ) 3
 NV0729  NAD 27      -  42 56 10.22500(N)    115 33 37.05900(W) AD(       ) 3
 NV0729  NGVD 29 (??/??/92)  787.535  (m)         2583.77   (f) ADJ UNCH    2 0
 NV0729
 NV0729.Superseded values are not recommended for survey control.
 NV0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0729.See file dsdata.txt to determine how the superseded data were derived.
 NV0729
 NV0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1739654720(NAD 83)
 NV0729_MARKER: DS = TRIANGULATION STATION DISK
 NV0729_SETTING: 80 = SET IN A BOULDER
 NV0729_SP_SET: BOULDER
 NV0729_STAMPING: INDIAN COVE 1945
 NV0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0729+STABILITY: SURFACE MOTION
 NV0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0729+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 NV0729
 NV0729  HISTORY     - Date     Condition        Report By
 NV0729  HISTORY     - 1945     MONUMENTED       CGS
 NV0729  HISTORY     - 1945     GOOD             CGS
 NV0729  HISTORY     - 20050322 GOOD             JUBENG
 NV0729
 NV0729                          STATION DESCRIPTION
 NV0729
 NV0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 NV0729'STATION IS LOCATED ABOUT 4 MILES W OF HAMMETT, ABOUT 1.5 MILES
 NV0729'W OF INDIAN COVE BRIDGE, ABOUT 150 YARDS S OF A TRACK ROAD,
 NV0729'AND ON THE N BANK OF THE SNAKE RIVER.  IT IS SITUATED ON THE
 NV0729'LARGEST AND HIGHEST ROCK OUTCROP S OF THE ABOVE-MENTIONED
 NV0729'TRACK ROAD AND N OF THE RIVER.  IT IS 6 FEET E OF THE W EDGE
 NV0729'OF THE OUTCROP, 10 FEET N OF A WHITE WOODEN WITNESS POST, AND
 NV0729'ABOUT 12 FEET HIGHER THAN THE LEVEL OF THE GROUND.  THE OUTCROP
 NV0729'IS ABOUT 20 BY 30 FEET AND IS EASILY MOUNTED ON THE E SIDE.
 NV0729'
 NV0729'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 NV0729'IN THE OUTCROP.  IT IS STAMPED INDIAN COVE 1944 AND IS FLUSH
 NV0729'WITH THE GROUND.
 NV0729'
 NV0729'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 NV0729'HOLE IN THE SAME OUTCROP AS THE STATION.  IT IS 1.5 FEET E
 NV0729'OF A DEEP CREVICE IN THE OUTCROP AND 1.5 FEET LOWER IN ELEVATION
 NV0729'THAN STATION MARK.  IT IS STAMPED INDIAN COVE NO 1 1944.
 NV0729'
 NV0729'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 NV0729'HOLE IN THE SAME OUTCROP AS THE STATION, NEAR ITS E EDGE.
 NV0729'IT IS 2.5 FEET LOWER IN ELEVATION THAN STATION MARK AND IS
 NV0729'STAMPED INDIAN COVE NO 2 1944.
 NV0729'
 NV0729'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A DRILL HOLE
 NV0729'IN THE E (CONCRETE) PIER OF THE N APPROACH TO THE INDIAN COVE
 NV0729'BRIDGE.  IT IS 2 FEET E OF THE E GUARDRAIL AND ABOUT 2-1/2
 NV0729'FEET LOWER THAN THE FLOOR OF THE BRIDGE.  STAMPED M 298.
 NV0729'
 NV0729'TO REACH STATION FROM HAMMETT, GO W ON U.S. HIGHWAY 30 FOR
 NV0729'1.2 MILES TO A GRAVEL ROAD LEFT (S).  TURN LEFT AND FOLLOW
 NV0729'THE GRAVELED ROAD S AND W FOR 2.5 MILES TO THE N APPROACH
 NV0729'TO THE INDIAN COVE BRIDGE AND THE SITE OF THE AZIMUTH MARK.
 NV0729'TURN RIGHT OFF THE GRAVELED ROAD (DO NOT CROSS BRIDGE) ONTO
 NV0729'A TRACK ROAD ALONG THE N BANK AND CONTINUE FOR 1.6 MILES TO
 NV0729'THE CREST OF A RIDGE COVERED WITH ROCK OUTCROPS.  TURN LEFT
 NV0729'(S) AND MEANDER S AMONG THE OUTCROPS FOR 0.1 MILE TO THE
 NV0729'LARGEST AND HIGHEST OUTCROP AND SITE OF THE STATION.
 NV0729
 NV0729                          STATION RECOVERY (1945)
 NV0729
 NV0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 NV0729'5.9 MI W FROM HAMMETT.
 NV0729'5.9 MILES WEST OF THE RAILROAD STATION AT HAMMETT, ELMORE COUNTY,
 NV0729'ALONG A TRACK ROAD ON THE NORTH BANK OF SNAKE RIVER, 2.1 MILES WEST OF
 NV0729'THE NORTH END OF THE SNAKE RIVER BRIDGE SOUTHWEST OF HAMMETT, 50 YARDS
 NV0729'SOUTH OF THE TRACK ROAD AT A POINT WHERE THE ROAD PASSES OVER A RIDGE
 NV0729'COVERED WITH LARGE SCATTERED BOULDERS AND ON TOP OF THE LARGEST
 NV0729'BOULDER ON THE KNOLL OVERLOOKING THE RIVER.  A STANDARD BRONZE
 NV0729'TRIANGULATION DISK SET IN A DRILL HOLE 12 FEET ABOVE THE GROUND.
 NV0729
 NV0729                          STATION RECOVERY (2005)
 NV0729
 NV0729'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2005 (TRR)
 NV0729'FROM THE GATE IN THE FENCE ON TOP OF INDIAN POINT ON THE NORTH BANK OF
 NV0729'THE SNAKE RIVER.
 NV0729'PROCEED WESTERLY 340 FEET ALONG THE DIRT ROAD TO A POINT WHERE THE
 NV0729'ROAD MAKES A SHARP CURVE AND STARTS TO HEAD DOWNHILL.
 NV0729'TURN LEFT OFF DIRT ROAD AND PROCEED SOUTHERLY TO THE LARGEST AND
 NV0729'TALLEST ROCK OUTCROP AT THE DOWNSTREAM END OF INDIAN POINT.
 NV0729'MARKER AND TWO REFERENCE MONUMENTS FOUND IN GOOD CONDITION.
 NV0729'DID NOT SEARCH FOR AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0916 ***********************************************************************
 RY0916  DESIGNATION -  INDIAN GRAVE PEAK
 RY0916  PID         -  RY0916
 RY0916  STATE/COUNTY-  ID/IDAHO
 RY0916  USGS QUAD   -  LOOKOUT PEAK (1994)
 RY0916
 RY0916                         *CURRENT SURVEY CONTROL
 RY0916  ___________________________________________________________________
 RY0916* NAD 83(1992)-  46 30 01.55519(N)    115 08 53.26511(W)     ADJUSTED  
 RY0916* NAVD 88     -      1965.9    (meters)    6450.     (feet)  VERTCON   
 RY0916  ___________________________________________________________________
 RY0916  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 RY0916  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 RY0916
 RY0916  HORZ ORDER  -  THIRD
 RY0916
 RY0916.The horizontal coordinates were established by classical geodetic methods
 RY0916.and adjusted by the National Geodetic Survey in July 1992..
 RY0916
 RY0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0916
 RY0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0916
 RY0916.The geoid height was determined by GEOID03.
 RY0916
 RY0916;                    North         East     Units Scale Factor Converg.
 RY0916;SPC ID W     -   537,238.725   846,197.674   MT  0.99995956   +0 26 11.7
 RY0916;UTM  11      - 5,151,317.370   642,095.156   MT  0.99984819   +1 20 36.7
 RY0916
 RY0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0916!SPC ID W     -   0.99969435  x   0.99995956  =   0.99965392
 RY0916!UTM  11      -   0.99969435  x   0.99984819  =   0.99954258
 RY0916
 RY0916:                Primary Azimuth Mark                     Grid Az
 RY0916:SPC ID W     -  6576 B                                   193 45 18.4
 RY0916:UTM  11      -  6576 B                                   192 50 53.4
 RY0916
 RY0916|---------------------------------------------------------------------|
 RY0916| PID    Reference Object                     Distance      Geod. Az  |
 RY0916|                                                           dddmmss.s |
 RY0916| RY0929 6576 B                              APPROX. 1.5 KM 1941130.1 |
 RY0916|---------------------------------------------------------------------|
 RY0916
 RY0916                          SUPERSEDED SURVEY CONTROL
 RY0916
 RY0916  NAD 83(1986)-  46 30 01.56403(N)    115 08 53.26480(W) AD(       ) 3
 RY0916  NAD 27      -  46 30 01.86216(N)    115 08 49.81610(W) AD(       ) 3
 RY0916  NGVD 29 (07/19/86) 1964.7    (m)         6446.     (f) VERT ANG       
 RY0916
 RY0916.Superseded values are not recommended for survey control.
 RY0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0916.See file dsdata.txt to determine how the superseded data were derived.
 RY0916
 RY0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM4209551317(NAD 83)
 RY0916_MARKER: DD = SURVEY DISK
 RY0916_SETTING: 0 = UNSPECIFIED SETTING
 RY0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0916
 RY0916  HISTORY     - Date     Condition        Report By
 RY0916  HISTORY     - 1966     MONUMENTED       USGS
 RY0916
 RY0916                          STATION DESCRIPTION
 RY0916
 RY0916'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0916'LOCATED ABOUT 47 MI. ENE. OF KOOSKIA, 28.5 MI. N. OF MOOSE CREEK
 RY0916'RANGER STATION, 21 MI. W. OF POWELL RANGER STATION, 16 MI. S. OF
 RY0916'KELLY FORKS RANGER STATION, ABOUT 0.5 MI. E. OF LOLO MOTORWAY,
 RY0916'ON A TOP WHICH IS WOODED ON THE W. SLOPE AND CLEAR ON THE E. SLOPE.
 RY0916'
 RY0916'TO REACH FROM LOCHSA WORK CENTER, GO NE. ALONG THE LOCHSA RIVER
 RY0916'(HIGHWAY 12) FOR 19.2 MI. TO JUNCTION OF HIGHWAY 12 AND INDIAN GRAVE
 RY0916'CREEK RD., TURN N. (LEFT) FOR 8.6 MI. TO JUNCTION WITH LOLO MOTORWAY,
 RY0916'TURN W. (LEFT) AND FOLLOW LOLO MOTORWAY FOR 3.5 MI. TO 12-MI.
 RY0916'SADDLE, TAKE LEFT FORK WHICH IS LOLO MOTORWAY AND CONTINUE SW. FOR
 RY0916'1.3 MI. TO INDIAN GRAVE L.O. FORK (OLD SIGN HERE), TURN LEFT AND
 RY0916'CONTINUE S. AND E. TO END OF RD. AND STATION MARK ON LEFT IN
 RY0916'CLEARING.
 RY0916'
 RY0916'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED---INDIAN GRAVE
 RY0916'PEAK 1966--- SET IN THE TOP OF A FORMER LOOKOUT CONCRETE FOUNDATION
 RY0916'BLOCK.
 RY0916'
 RY0916'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 RY0916'---RM NO 1 1966--- CEMENTED IN L.O. FOUNDATION BLOCK, 31.06 FT.
 RY0916'FROM STATION MARK, S 61 DEG 14 MIN W.
 RY0916'
 RY0916'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 RY0916'---RM NO 2 1966--- CEMENTED IN L.O. FOUNDATION BLOCK, 22.10 FT.
 RY0916'FROM STATION MARK, N 73 DEG 25 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0936 ***********************************************************************
 RY0936  DESIGNATION -  INDIAN HILL
 RY0936  PID         -  RY0936
 RY0936  STATE/COUNTY-  ID/IDAHO
 RY0936  USGS QUAD   -  FOG MOUNTAIN (1995)
 RY0936
 RY0936                         *CURRENT SURVEY CONTROL
 RY0936  ___________________________________________________________________
 RY0936* NAD 83(1992)-  46 00 01.04257(N)    115 14 41.12697(W)     ADJUSTED  
 RY0936* NAVD 88     -      2077.0    (meters)    6814.     (feet)  VERTCON   
 RY0936  ___________________________________________________________________
 RY0936  LAPLACE CORR-          11.66  (seconds)                    DEFLEC99
 RY0936  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 RY0936
 RY0936  HORZ ORDER  -  THIRD
 RY0936
 RY0936.The horizontal coordinates were established by classical geodetic methods
 RY0936.and adjusted by the National Geodetic Survey in July 1992..
 RY0936
 RY0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0936
 RY0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0936
 RY0936.The geoid height was determined by GEOID03.
 RY0936
 RY0936;                    North         East     Units Scale Factor Converg.
 RY0936;SPC ID W     -   481,596.609   839,134.921   MT  0.99995215   +0 21 48.4
 RY0936;UTM  11      - 5,095,577.430   635,911.068   MT  0.99982708   +1 15 46.1
 RY0936
 RY0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0936!SPC ID W     -   0.99967691  x   0.99995215  =   0.99962908
 RY0936!UTM  11      -   0.99967691  x   0.99982708  =   0.99950405
 RY0936
 RY0936|---------------------------------------------------------------------|
 RY0936| PID    Reference Object                     Distance      Geod. Az  |
 RY0936|                                                           dddmmss.s |
 RY0936| CH6812 INDIAN HILL RM 1                      4.971 METERS 00051     |
 RY0936| CH6811 INDIAN HILL LOT                       6.675 METERS 02325     |
 RY0936| CH6813 INDIAN HILL RM 2                      5.892 METERS 05859     |
 RY0936| QZ0670 ANDERSON                            APPROX.14.2 KM 2081213.5 |
 RY0936|---------------------------------------------------------------------|
 RY0936
 RY0936                          SUPERSEDED SURVEY CONTROL
 RY0936
 RY0936  NAD 83(1986)-  46 00 01.04721(N)    115 14 41.12330(W) AD(       ) 3
 RY0936  NAD 27      -  46 00 01.36457(N)    115 14 37.68076(W) AD(       ) 3
 RY0936  NGVD 29 (07/19/86) 2075.7    (m)         6810.     (f) VERT ANG       
 RY0936
 RY0936.Superseded values are not recommended for survey control.
 RY0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0936.See file dsdata.txt to determine how the superseded data were derived.
 RY0936
 RY0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL3591195577(NAD 83)
 RY0936_MARKER: DD = SURVEY DISK
 RY0936_SETTING: 66 = SET IN ROCK OUTCROP
 RY0936
 RY0936  HISTORY     - Date     Condition        Report By
 RY0936  HISTORY     - 1965     MONUMENTED       USGS
 RY0936
 RY0936                          STATION DESCRIPTION
 RY0936
 RY0936'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RY0936'LOCATED ABOUT 17 MI NE. OF ELK CITY, ABOUT 4.5 MI SE. OF SELWAY
 RY0936'FALLS GUARD STATION, ON COPPER BUTTE.
 RY0936'
 RY0936'REACHED BY HELICOPTER.  THERE IS A HELIPORT ABOUT 400 FT. S. OF
 RY0936'TOWER.  MAY BE REACHED BY 4-WHEEL VEHICLE FROM SELWAY FALLS GUARD
 RY0936'STATION AFTER CHECKING CONDITION OF PARTLY MAINTAINED RD.
 RY0936'
 RY0936'STATION MARK--STANDARD ALUMINUM TABLET
 RY0936'STAMPED---INDIAN HILL 1965---, CEMENTED IN ROCK OUTCROP.
 RY0936'
 RY0936'RM 1--STANDARD BRASS TABLET STAMPED---RM 1 1965---, CEMENTED IN
 RY0936'SOUTHWEST CONCRETE PILLAR OF OLD LOT.
 RY0936'
 RY0936'RM 2--STANDARD TABLET STAMPED---RM 2 1965---, CEMENTED IN SOUTHEAST
 RY0936'CONCRETE PILLAR OF NEW LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1380 ***********************************************************************
 QB1380  DESIGNATION -  INDIAN MTN
 QB1380  PID         -  QB1380
 QB1380  STATE/COUNTY-  ID/ADAMS
 QB1380  USGS QUAD   -  COLD SPRING RIDGE (1985)
 QB1380
 QB1380                         *CURRENT SURVEY CONTROL
 QB1380  ___________________________________________________________________
 QB1380* NAD 83(1992)-  44 35 58.10922(N)    116 14 57.39543(W)     ADJUSTED  
 QB1380* NAVD 88     -      2211.9    (meters)    7257.     (feet)  VERTCON   
 QB1380  ___________________________________________________________________
 QB1380  LAPLACE CORR-           7.51  (seconds)                    DEFLEC99
 QB1380  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 QB1380
 QB1380  HORZ ORDER  -  THIRD
 QB1380
 QB1380.The horizontal coordinates were established by classical geodetic methods
 QB1380.and adjusted by the National Geodetic Survey in July 1992..
 QB1380
 QB1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1380
 QB1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1380
 QB1380.The geoid height was determined by GEOID03.
 QB1380
 QB1380;                    North         East     Units Scale Factor Converg.
 QB1380;SPC ID W     -   325,920.876   760,362.967   MT  0.99995265   -0 21 02.1
 QB1380;UTM  11      - 4,938,732.763   559,579.290   MT  0.99964365   +0 31 37.7
 QB1380
 QB1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1380!SPC ID W     -   0.99965567  x   0.99995265  =   0.99960834
 QB1380!UTM  11      -   0.99965567  x   0.99964365  =   0.99929944
 QB1380
 QB1380                          SUPERSEDED SURVEY CONTROL
 QB1380
 QB1380  NAD 83(1990)-  44 35 58.10731(N)    116 14 57.39614(W) AD(       ) 3
 QB1380  NGVD 29 (09/26/91) 2210.7    (m)         7253.     (f) VERT ANG       
 QB1380
 QB1380.Superseded values are not recommended for survey control.
 QB1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1380.See file dsdata.txt to determine how the superseded data were derived.
 QB1380
 QB1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK5957938733(NAD 83)
 QB1380_MARKER: DD = SURVEY DISK
 QB1380_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QB1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB1380
 QB1380  HISTORY     - Date     Condition        Report By
 QB1380  HISTORY     - 1953     MONUMENTED       USGS
 QB1380
 QB1380                          STATION DESCRIPTION
 QB1380
 QB1380'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QB1380'LOCATED ABOUT 12 MI. SE. OF COUNCIL, 9 MI. ENE. OF INDIAN VALLEY, ON
 QB1380'THE HIGHEST POINT OF INDIAN MTN. AND 326.7 FT. N. OF INDIAN MTN.
 QB1380'LOOKOUT.
 QB1380'
 QB1380'TO REACH FROM COUNDIL, DRIVE S. ON U.S. HIGHWAY 95 FOR 9.5 MI., TURN
 QB1380'LEFT ON INDIAN VALLEY ROAD FOR 0.2 MI., TURN LEFT ON FOREST SERVICE
 QB1380'ROAD THROUGH FARMYARD FOR 2.1 MI. TO T-RD. E., CONTINUE STRAIGHT AHEAD
 QB1380'FOR 0.7 MI. TO Y-RD., TURN RIGHT 0.7 MI. TO FOREST BOUNDARY GATE, PASS
 QB1380'THROUGHT GATE AND CONTINUE 1.7 MI. TO RD. FORKS, TAKE RIGHT HAND RD.
 QB1380'FOR 0.9 MI. TO RD. FORKS, TURN LEFT AND CONTINUE 4.9 MI. TO FOREST
 QB1380'SERVICE LOOKOUT.  WALK N. ON RIDGE TO STATION.
 QB1380'
 QB1380'STATION MARK--STANDARD TABLET STAMPED---INDIAN MTN. 1953---, SET IN
 QB1380'MASS OF CONCRETE.
 QB1380'
 QB1380'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---,
 QB1380'---NO 1---, SET IN CONCRETE FLUSH WITH GROUND, 47.58 FT. FROM STATION
 QB1380'MARK 03 DEGREES 33 MINUTES SW.
 QB1380'
 QB1380'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---,
 QB1380'---NO 2---, SET IN CONCRETE FLUSH WITH GROUND, 38.74 FT. FROM STATION
 QB1380'MARK 79 DEGREES 17 MINUTES NW.
 QB1380'
 QB1380'USFS INDIAN MTN. LOOKOUT IS 326.67 FT. FROM STATION
 QB1380'06 DEGREES 35 MINUTES 10 SECOND SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0908 ***********************************************************************
 RY0908  DESIGNATION -  INDIAN PO LO
 RY0908  PID         -  RY0908
 RY0908  STATE/COUNTY-  ID/IDAHO
 RY0908  USGS QUAD   -  INDIAN POSTOFFICE (1994)
 RY0908
 RY0908                         *CURRENT SURVEY CONTROL
 RY0908  ___________________________________________________________________
 RY0908* NAD 83(1992)-  46 31 57.49226(N)    114 59 28.00323(W)     ADJUSTED  
 RY0908* NAVD 88     -      2124.4    (meters)    6970.     (feet)  VERTCON   
 RY0908  ___________________________________________________________________
 RY0908  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 RY0908  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 RY0908
 RY0908  HORZ ORDER  -  THIRD
 RY0908
 RY0908.The horizontal coordinates were established by classical geodetic methods
 RY0908.and adjusted by the National Geodetic Survey in July 1992..
 RY0908
 RY0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0908
 RY0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0908
 RY0908.The geoid height was determined by GEOID03.
 RY0908
 RY0908;                    North         East     Units Scale Factor Converg.
 RY0908;SPC ID W     -   540,922.213   858,215.375   MT  0.99997498   +0 33 02.8
 RY0908;UTM  11      - 5,155,190.298   654,051.865   MT  0.99989171   +1 27 29.8
 RY0908
 RY0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0908!SPC ID W     -   0.99966949  x   0.99997498  =   0.99964448
 RY0908!UTM  11      -   0.99966949  x   0.99989171  =   0.99956123
 RY0908
 RY0908:                Primary Azimuth Mark                     Grid Az
 RY0908:SPC ID W     -  7035 B                                   011 43 12.5
 RY0908:UTM  11      -  7035 B                                   010 48 45.5
 RY0908
 RY0908|---------------------------------------------------------------------|
 RY0908| PID    Reference Object                     Distance      Geod. Az  |
 RY0908|                                                           dddmmss.s |
 RY0908| RY0907 7035 B                              APPROX. 1.9 KM 0121615.3 |
 RY0908|---------------------------------------------------------------------|
 RY0908
 RY0908                          SUPERSEDED SURVEY CONTROL
 RY0908
 RY0908  NAD 83(1986)-  46 31 57.50199(N)    114 59 28.00290(W) AD(       ) 3
 RY0908  NAD 27      -  46 31 57.79685(N)    114 59 24.57311(W) AD(       ) 3
 RY0908  NGVD 29 (07/19/86) 2123.2    (m)         6966.     (f) VERT ANG       
 RY0908
 RY0908.Superseded values are not recommended for survey control.
 RY0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0908.See file dsdata.txt to determine how the superseded data were derived.
 RY0908
 RY0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM5405255190(NAD 83)
 RY0908
 RY0908  HISTORY     - Date     Condition        Report By
 RY0908  HISTORY     - 1959     MONUMENTED       USFS
 RY0908  HISTORY     - 1966     GOOD             USGS
 RY0908
 RY0908                          STATION DESCRIPTION
 RY0908
 RY0908'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0908'STATION FOUND AS DESCRIBED.  STATION FOUND IN GOOD CONDITION.
 RY0908'
 RY0908'LOCATED IN SE. 1/4 UNSURVEYED SEC. 19, T. 37 N., R. 12 E., BOISE
 RY0908'MERIDIAN ON A HILL FORMERLY OCCUPIED BY A FOREST SERVICE LOOKOUT
 RY0908'CALLED INDIAN POST OFFICE.
 RY0908'
 RY0908'TO REACH FROM INTERSECTION OF RD. LEADING TO POWELL RANGER STATION
 RY0908'AND U.S. HIGHWAY 12, PROCEED W. ALONG U. S. HIGHWAY 12 FOR 7.7 MI.
 RY0908'TO T. RD. N., TURN RIGHT FOLLOWING --SQUAW CREEK RD.-- FOR 0.4 MI.
 RY0908'TO T-RD. E., MAKE LEFT TURN FOLLOWING --DOE CREEK RD.-- FOR 5.8
 RY0908'MI. TO T-RD. AT --DEEP SADDLE--, TURN RIGHT DRIVING 4.3 MI. TO T-RD.,
 RY0908'PROCEED W. MAKING LEFT TURN AND FOLLOWING --LOLO TRAIL RD.-- FOR
 RY0908'2.3 MI. TO Y-RD., TAKE LEFT FORD DRIVING 2.9 MI. TO END OF RD. AND
 RY0908'STATION ON TOP.
 RY0908'
 RY0908'STATION MARK--A STANDARD USFS 2-IN. IRON PIPE WITH BRASS CAP STAMPED
 RY0908'---INDIAN PO LO 1959--- SET IN THE CENTER OF THE DESTROYED LOOKOUT
 RY0908'AND PROJECTING 0.8 FT.
 RY0908'
 RY0908'REFERENCE MARK NO. 1--A USGS TABLET STAMPED---NO 1 1966---
 RY0908'CEMENTED IN ROCK IN PLACE, 26.79 FT. FROM STATION MARK,
 RY0908'S 04 DEG 13 MIN E.
 RY0908'
 RY0908'REFERENCE MARK NO. 2--A USGS TABLET STAMPED---NO 2 1966---
 RY0908'CEMENTED IN ROCK IN PLACE, 50.30 FT. FROM STATION MARK,
 RY0908'S 76 DEG 22 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0553 ***********************************************************************
 QZ0553  DESIGNATION -  INDIANOLA
 QZ0553  PID         -  QZ0553
 QZ0553  STATE/COUNTY-  ID/LEMHI
 QZ0553  USGS QUAD   -  ULYSSES (1991)
 QZ0553
 QZ0553                         *CURRENT SURVEY CONTROL
 QZ0553  ___________________________________________________________________
 QZ0553* NAD 83(1992)-  45 23 54.08211(N)    114 10 42.73617(W)     ADJUSTED  
 QZ0553* NAVD 88     -      1420.8    (meters)    4661.     (feet)  VERTCON   
 QZ0553  ___________________________________________________________________
 QZ0553  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 QZ0553  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 QZ0553
 QZ0553  HORZ ORDER  -  THIRD
 QZ0553
 QZ0553.The horizontal coordinates were established by classical geodetic methods
 QZ0553.and adjusted by the National Geodetic Survey in July 1992..
 QZ0553
 QZ0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0553
 QZ0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0553
 QZ0553.The geoid height was determined by GEOID03.
 QZ0553
 QZ0553;                    North         East     Units Scale Factor Converg.
 QZ0553;SPC ID C     -   414,596.110   486,021.480   MT  0.99994977   -0 07 37.6
 QZ0553;SPC MT       -   138,565.926   233,973.963   MT  0.99978424   -3 25 20.5
 QZ0553;SPC MT       -   454,612.62    767,631.11   iFT  0.99978424   -3 25 20.5
 QZ0553;UTM  11      - 5,031,077.136   720,826.958   MT  1.00019960   +2 00 34.9
 QZ0553
 QZ0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0553!SPC ID C     -   0.99977940  x   0.99994977  =   0.99972918
 QZ0553!SPC MT       -   0.99977940  x   0.99978424  =   0.99956369
 QZ0553!UTM  11      -   0.99977940  x   1.00019960  =   0.99997896
 QZ0553
 QZ0553|---------------------------------------------------------------------|
 QZ0553| PID    Reference Object                     Distance      Geod. Az  |
 QZ0553|                                                           dddmmss.s |
 QZ0553| QZ0552 T24N R19E 3                          42.855 METERS 19320     |
 QZ0553| QZ0555 PAPOOSE                             APPROX. 2.0 KM 3301048.8 |
 QZ0553| CH6814 INDIANOLA RM 2                       17.343 METERS 33534     |
 QZ0553|---------------------------------------------------------------------|
 QZ0553
 QZ0553                          SUPERSEDED SURVEY CONTROL
 QZ0553
 QZ0553  NAD 83(1986)-  45 23 54.08031(N)    114 10 42.72695(W) AD(       ) 3
 QZ0553  NAD 27      -  45 23 54.38000(N)    114 10 39.43700(W) AD(       ) 3
 QZ0553  NGVD 29 (07/19/86) 1419.6    (m)         4657.     (f) VERT ANG       
 QZ0553
 QZ0553.Superseded values are not recommended for survey control.
 QZ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0553.See file dsdata.txt to determine how the superseded data were derived.
 QZ0553
 QZ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL2082731077(NAD 83)
 QZ0553_MARKER: Z = SEE DESCRIPTION
 QZ0553_SETTING: 0 = UNSPECIFIED SETTING
 QZ0553
 QZ0553  HISTORY     - Date     Condition        Report By
 QZ0553  HISTORY     - 1945     MONUMENTED       CGS
 QZ0553
 QZ0553                          STATION DESCRIPTION
 QZ0553
 QZ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0553'STATION IS LOCATED ABOUT 3/4 MILE SW OF THE INDIANOLA RANGER
 QZ0553'STATION AND ABOUT 1/2 MILE N OF THE SALMON RIVER, ON THE
 QZ0553'HIGHEST POINT OF THE HILL WHICH IS BARE ON TOP.
 QZ0553'
 QZ0553'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER FLUSH
 QZ0553'WITH THE GROUND AND IS STAMPED INDIANOLA 1945.
 QZ0553'
 QZ0553'REFERENCE MARK 1 IS A DEPARTMENT OF AGRICULTURE, FOREST SERVICE
 QZ0553'BRONZE DISK SET FLUSH IN A BOULDER WHICH IS 7 FEET IN DIAMETER.
 QZ0553'THE MARK IS SW OF THE STATION AND ABOUT 4 FEET LOWER.  IT IS
 QZ0553'STAMPED T24N 3 R19E 1925.
 QZ0553'
 QZ0553'REFERENCE MARK 2 IS SET IN THE TOP OF A 3-FOOT BOULDER N
 QZ0553'OF THE STATION.  IT IS A BRONZE REFERENCE DISK AND IS
 QZ0553'STAMPED INDIANOLA 1945 NO 2.
 QZ0553'
 QZ0553'TO REACH FROM NORTH FORK WHICH IS ON ROUTE 93, ABOUT 21-1/2
 QZ0553'MILES N OF SALMON, GO W DOWN THE N SIDE OF THE SALMON RIVER
 QZ0553'FOR 10.5 MILES TO THE INDIANOLA RANGER STATION ON THE
 QZ0553'RIGHT, THENCE CONTINUE FOR ABOUT 0.6 MILE TO END OF TRUCK
 QZ0553'TRAVEL AND STATION ON THE RIGHT AT THE TOP OF THE LONG ROCKY
 QZ0553'RIDGE.  FROM THE END OF TRUCK TRAVEL PACK N UP THE STEEP ROCKY
 QZ0553'RIDGE TO HIGHEST POINT AND STATION.  ABOUT 1-1/4-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1518 ***********************************************************************
 SV1518  DESIGNATION -  INITIAL PEAK LOOKOUT HOUSE
 SV1518  PID         -  SV1518
 SV1518  STATE/COUNTY-  ID/KOOTENAI
 SV1518  USGS QUAD   -  MEDIMONT (1981)
 SV1518
 SV1518                         *CURRENT SURVEY CONTROL
 SV1518  ___________________________________________________________________
 SV1518* NAD 83(1992)-  47 29 51.93202(N)    116 30 28.47319(W)     ADJUSTED  
 SV1518* NAVD 88     -                                                        
 SV1518  ___________________________________________________________________
 SV1518  LAPLACE CORR-           7.06  (seconds)                    DEFLEC99
 SV1518  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 SV1518
 SV1518  HORZ ORDER  -  THIRD
 SV1518
 SV1518.The horizontal coordinates were established by classical geodetic methods
 SV1518.and adjusted by the National Geodetic Survey in July 1992..
 SV1518
 SV1518
 SV1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1518
 SV1518.The geoid height was determined by GEOID03.
 SV1518
 SV1518;                    North         East     Units Scale Factor Converg.
 SV1518;SPC ID W     -   648,207.419   742,897.935   MT  0.99997339   -0 33 31.6
 SV1518;UTM  11      - 5,260,598.006   537,062.583   MT  0.99961688   +0 21 46.1
 SV1518
 SV1518                          SUPERSEDED SURVEY CONTROL
 SV1518
 SV1518  NAD 83(1986)-  47 29 51.93533(N)    116 30 28.46609(W) AD(       ) 4
 SV1518  NAD 27      -  47 29 52.25043(N)    116 30 24.84629(W) AD(       ) 3
 SV1518
 SV1518.Superseded values are not recommended for survey control.
 SV1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1518.See file dsdata.txt to determine how the superseded data were derived.
 SV1518
 SV1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN3706360598(NAD 83)
 SV1518
 SV1518  HISTORY     - Date     Condition        Report By
 SV1518  HISTORY     - 1940     MONUMENTED       CGS
 SV1518
 SV1518                          STATION DESCRIPTION
 SV1518
 SV1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1518'INITIAL PEAK FOREST SERVICE LOOKOUT HOUSE IS IN THE COEUR
 SV1518'D ALENE NATIONAL FOREST ON A LOW HILL, 18 MILES SE OF COEUR
 SV1518'D ALENE, 11 MILES WSW OF KINGSTON RANGER STATION, 13 MILES
 SV1518'NNE OF ST. MARIES.  THE CENTER OF THE HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1338 ***********************************************************************
 OH1338  DESIGNATION -  INITIAL POINT AZ MK 2
 OH1338  PID         -  OH1338
 OH1338  STATE/COUNTY-  ID/ADA
 OH1338  USGS QUAD   -  INITIAL POINT (1992)
 OH1338
 OH1338                         *CURRENT SURVEY CONTROL
 OH1338  ___________________________________________________________________
 OH1338* NAD 83(1992)-  43 22 18.70585(N)    116 24 28.14130(W)     ADJUSTED  
 OH1338* NAVD 88     -       934.5    (meters)    3066.     (feet)  VERTCON   
 OH1338  ___________________________________________________________________
 OH1338  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 OH1338  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 OH1338
 OH1338  HORZ ORDER  -  SECOND
 OH1338
 OH1338.The horizontal coordinates were established by classical geodetic methods
 OH1338.and adjusted by the National Geodetic Survey in July 1992..
 OH1338
 OH1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1338
 OH1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1338
 OH1338.The geoid height was determined by GEOID03.
 OH1338
 OH1338;                    North         East     Units Scale Factor Converg.
 OH1338;SPC ID W     -   189,616.490   746,689.053   MT  0.99996828   -0 27 06.3
 OH1338;UTM  11      - 4,802,281.130   547,975.808   MT  0.99962831   +0 24 24.0
 OH1338
 OH1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1338!SPC ID W     -   0.99985614  x   0.99996828  =   0.99982442
 OH1338!UTM  11      -   0.99985614  x   0.99962831  =   0.99948450
 OH1338
 OH1338                          SUPERSEDED SURVEY CONTROL
 OH1338
 OH1338  NAD 83(1986)-  43 22 18.70569(N)    116 24 28.13763(W) AD(       ) 2
 OH1338  NAD 27      -  43 22 19.11058(N)    116 24 24.71355(W) AD(       ) 2
 OH1338  NGVD 29 (07/19/86)  933.5    (m)         3063.     (f) VERT ANG       
 OH1338
 OH1338.Superseded values are not recommended for survey control.
 OH1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1338.See file dsdata.txt to determine how the superseded data were derived.
 OH1338
 OH1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4797602281(NAD 83)
 OH1338_MARKER: DZ = AZIMUTH MARK DISK
 OH1338_SETTING: 80 = SET IN A BOULDER
 OH1338_SP_SET: PARTIALLY EXPOSED BOULDER
 OH1338_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1338+STABILITY: SURFACE MOTION
 OH1338
 OH1338  HISTORY     - Date     Condition        Report By
 OH1338  HISTORY     - 1979     MONUMENTED       NGS
 OH1338
 OH1338                          STATION DESCRIPTION
 OH1338
 OH1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1338'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF SECTION 1,
 OH1338'T. 1 N., R. 1 W., ATOP A PROMINENT BUTTE LOCALLY KNOWN AS INITIAL
 OH1338'POINT, 6-1/2 MILES EAST-NORTHEAST OF MELBA, 8 MILES SOUTH OF KUNA
 OH1338'AND ON PROPERTY OF THE FEDERAL BUREAU OF LAND MANAGEMENT.
 OH1338'
 OH1338'TO REACH THE STATION FROM THE POST OFFICE IN KUNA, GO EAST ON
 OH1338'STATE HIGHWAY 69 FOR 0.3 MILES TO A FORK.  GO STRAIGHT AHEAD
 OH1338'AND SOUTH ON LINDER AND SWAN FALLS ROAD FOR 2.0 MILES TO THE END
 OH1338'OF PAVEMENT.  CONTINUE SOUTH ON SWAN FALLS ROAD FOR 8.0 MILES TO
 OH1338'A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 0.3 MILE
 OH1338'TO THE TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE HIGHEST
 OH1338'POINT.  CONTINUE EAST ON THE GRAVEL ROAD FOR 0.7 MILE TO A FORK.
 OH1338'BEAR LEFT AND GO UPHILL FOR 0.25 MILE TO THE STATION ON THE
 OH1338'HIGHEST POINT, SURROUNDED BY A RAILING.
 OH1338'
 OH1338'AZIMUTH MARK NUMBER 02 IS A STANDARD NGS DISK
 OH1338'STAMPED---INITIAL POINT GLO 1944 NO 2 1979---,
 OH1338'SET INTO THE TOP OF A BOULDER OF 4 METERS
 OH1338'LARGEST DIMENSION.  IT IS LOCATED
 OH1338'2.3 FEET NORTH FROM A METAL WITNESS POST AND
 OH1338'57 FEET SOUTH FROM THE APPROXIMATE CENTER OF THE TRACK ROAD.
 OH1338'
 OH1338'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1335 ***********************************************************************
 OH1335  DESIGNATION -  INITIAL POINT RESET
 OH1335  PID         -  OH1335
 OH1335  STATE/COUNTY-  ID/ADA
 OH1335  USGS QUAD   -  INITIAL POINT (1992)
 OH1335
 OH1335                         *CURRENT SURVEY CONTROL
 OH1335  ___________________________________________________________________
 OH1335* NAD 83(1992)-  43 22 19.24159(N)    116 23 38.70798(W)     ADJUSTED  
 OH1335* NAVD 88     -       988.4    (meters)    3243.     (feet)  VERTCON   
 OH1335  ___________________________________________________________________
 OH1335  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 OH1335  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 OH1335
 OH1335  HORZ ORDER  -  FIRST
 OH1335
 OH1335.The horizontal coordinates were established by classical geodetic methods
 OH1335.and adjusted by the National Geodetic Survey in July 1992..
 OH1335
 OH1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1335
 OH1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1335
 OH1335.The geoid height was determined by GEOID03.
 OH1335
 OH1335;                    North         East     Units Scale Factor Converg.
 OH1335;SPC ID W     -   189,624.339   747,802.012   MT  0.99996684   -0 26 32.4
 OH1335;UTM  11      - 4,802,305.645   549,088.149   MT  0.99962964   +0 24 58.0
 OH1335
 OH1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1335!SPC ID W     -   0.99984769  x   0.99996684  =   0.99981453
 OH1335!UTM  11      -   0.99984769  x   0.99962964  =   0.99947738
 OH1335
 OH1335|---------------------------------------------------------------------|
 OH1335| PID    Reference Object                     Distance      Geod. Az  |
 OH1335|                                                           dddmmss.s |
 OH1335| CD5806 INITIAL POINT RM 2                    5.954 METERS 13830     |
 OH1335| OH1331 SWAN FALLS CAIRN POINTED HILL       APPROX. 5.5 KM 1595418.2 |
 OH1335| OH1337 INITIAL POINT AZ MK 2 TPT           APPROX. 1.1 KM 2690913.6 |
 OH1335| OH1338 INITIAL POINT AZ MK 2               APPROX. 1.1 KM 2690912.9 |
 OH1335| CD5804 T1N R1W SECS 35 36 1/4 COR                         2963714.5 |
 OH1335| CD5805 INITIAL POINT RM 1                    4.166 METERS 34809     |
 OH1335| OH1339 KUNA MUNICIPAL TANK                 APPROX.13.3 KM 3523251.2 |
 OH1335|---------------------------------------------------------------------|
 OH1335
 OH1335                          SUPERSEDED SURVEY CONTROL
 OH1335
 OH1335  NAD 83(1986)-  43 22 19.24146(N)    116 23 38.70430(W) AD(       ) 1
 OH1335  NAD 27      -  43 22 19.64545(N)    116 23 35.28176(W) AD(       ) 1
 OH1335  NGVD 29 (07/19/86)  987.4    (m)         3239.     (f) VERT ANG       
 OH1335
 OH1335.Superseded values are not recommended for survey control.
 OH1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1335.See file dsdata.txt to determine how the superseded data were derived.
 OH1335
 OH1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4908802306(NAD 83)
 OH1335_MARKER: DS = TRIANGULATION STATION DISK
 OH1335_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1335_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OH1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1335
 OH1335  HISTORY     - Date     Condition        Report By
 OH1335  HISTORY     - 1937     MONUMENTED       USGLO
 OH1335  HISTORY     - 1944     GOOD             CGS
 OH1335  HISTORY     - 1956     GOOD             USGS
 OH1335  HISTORY     - 1958     GOOD             CGS
 OH1335  HISTORY     - 1965     GOOD             CGS
 OH1335  HISTORY     - 1977     GOOD             LOCENG
 OH1335  HISTORY     - 1979     GOOD             NGS
 OH1335
 OH1335                          STATION DESCRIPTION
 OH1335
 OH1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1335'STATION IS ABOUT 8 MILES SLIGHTLY E OF S OF KUNA AND 1 MILE
 OH1335'E OF THE ROAD LEADING FROM KUNA TOWARDS SWAN FALLS.  IT IS
 OH1335'ON THE HIGHEST POINT OF A SMALL BUT PROMINENT LAVE BUTTE
 OH1335'RISING ABOUT 150 FEET ABOVE THE LEVEL OF THE VALLEY.  STATION
 OH1335'IS ON A ROCKY PROTRUSION AT THE SW EDGE OF SUMMIT THAT RISES
 OH1335'ABOUT 4 FEET HIGHER THAN THE SURROUNDING POINTS.  THIS
 OH1335'PROTRUSION IS BELIEVED TO BE THE ORIGINAL U.S. GEOLOGICAL SURVEY
 OH1335'STATION LOCATED ON THE BOISE MERIDIAN AND DESCRIBED AS THE
 OH1335'INITIAL POINT OF THE LAND SURVEY OF IDAHO.  THE LOCATION
 OH1335'IS NOW MARKED BY THE GENERAL LAND OFFICE.
 OH1335'
 OH1335'STATION MARK IS A STANDARD GENERAL LAND OFFICE CAP FASTENED
 OH1335'ON A 3-INCH IRON PIPE PROJECTING 4 INCHES ABOVE A MOUND OF
 OH1335'CONCRETE AND ROCK ABOUT 2 FEET IN HEIGHT AND 3 FEET IN DIAMETER.
 OH1335'IT IS STAMPED SC T 1 N R 1 W S 36 R 1 E S 31 S 1 S 6 T 1 S
 OH1335'1937.
 OH1335'
 OH1335'NO UNDERGROUND, REFERENCE, OR WITNESS MARK WAS SET.
 OH1335'
 OH1335'A GENERAL LAND OFFICE STANDARD CAP, STAMPED 1/4 S 35 S 36 1910,
 OH1335'SERVES AS THE AZIMUTH MARK FOR THIS STATION.  IT IS RIVETED
 OH1335'TO THE TOP OF A 1-INCH IRON PIPE AND PROJECTS ABOUT 1 FOOT
 OH1335'ABOVE THE GROUND.  MARK IS 3 METERS W OF CENTER LINE OF ROAD
 OH1335'AND 1 FOOT N OF A CAIRN TWO FEET HIGH.
 OH1335'
 OH1335'TO REACH STATION FROM THE POST OFFICE AT KUNA, GO E AND S ON
 OH1335'PAVED ROAD FRONTING THE BUILDING FOR 0.25 MILE, AND, AS THE
 OH1335'HIGHWAY TURNS LEFT, KEEP STRAIGHT AHEAD (S) ON A GRADED DIRT
 OH1335'ROAD CROSSING A BRIDGE AND THE RAILROAD TRACKS.  GO S 7.8 MILES
 OH1335'TO SMALL CAIRN AND AZIMUTH MARK ON RIGHT.  CONTINUE 0.25 MILE
 OH1335'S ON GRADED ROAD TO JUNCTION WITH A DIM TRACK ROAD ON LEFT.
 OH1335'TURN LEFT ONTO TRACK ROAD.  CONTINUE E 0.6 MILE.  TAKE RIGHT
 OH1335'FORK (MAIN-TRAVELED ROAD) CONTINUE 0.15 MILE.  TAKE LEFT
 OH1335'FORK (MAIN-TRAVELED ROAD) 0.45 MILE TO END OF TRUCK TRAVEL
 OH1335'AS THE S BASE OF THE BUTTE.  PACK N AND W APPROXIMATELY 200
 OH1335'YARDS TO THE HIGHEST POINT AND STATION.
 OH1335
 OH1335                          STATION RECOVERY (1956)
 OH1335
 OH1335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OH1335'STATION MARK--A STANDARD GENERAL LAND OFFICE CAP FASTENED ON A 3 IN.
 OH1335'IRON PIPE PROJECTING 4 IN. ABOVE A MOUND OF CONCRETE AND ROCK ABOUT
 OH1335'2 FT. IN HEIGHT AND 3 FT. IN DIAMETER.  IT IS STAMPED---SC T 1 N
 OH1335'R 1 W S 36 R 1 E S 31 S 1 S 6 T 1 S 1937---.
 OH1335
 OH1335                          STATION RECOVERY (1958)
 OH1335
 OH1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OH1335'THE STATION RECOVERED AS DESCRIBED.  THE MONUMENT IS IN GOOD
 OH1335'CONDITION AND THE DESCRIPTION IS STILL ADEQUATE FOR REACHING
 OH1335'THE STATION.
 OH1335
 OH1335                          STATION RECOVERY (1965)
 OH1335
 OH1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (PAS)
 OH1335'THE STATION MARK WAS RECOVERED.  THE AZIMUTH MARK WAS SEARCHED
 OH1335'FOR BUT NOT RECOVERED AND BELIEVED TO HAVE BEEN DESTROYED
 OH1335'BY ROAD MACHINERY.  THE IDAHO SOCIETY OF ENGINEERS AND THE
 OH1335'BUREAU OF RECLAMATION HAS REPLACED THE CAP WITH A BRONZE DISK,
 OH1335'STAMPED SC T 1 N R 1 W S 36 R 1 E S 31 S 1 S 6 T 1 S, SET FLUSH
 OH1335'NEAR THE CENTER OF A CONCRETE VIEW PLATFORM THAT HAS A PIPE
 OH1335'GUARD RAIL.  A NEW TO REACH FOLLOWS.
 OH1335'
 OH1335'TO REACH THE STATION FROM THE KUNA POST OFFICE GO EAST AND
 OH1335'SOUTH ON STATE HIGHWAY 69 FOR 0.3 MILE TO WHERE THE HIGHWAY TURNS
 OH1335'EAST AGAIN, HERE CONTINUE SOUTH ON CHICAGO AVE. AND GRAVELED
 OH1335'ROAD FOR 8.0 MILES TO A BLADED ROAD LEFT, TURN LEFT AND GO EAST
 OH1335'ON THE BLADED ROAD FOR 1.0 MILE TO A FORK, TAKE LEFT FORK THAT
 OH1335'CIRCLES UP THE EAST SIDE OF THE HILL FOR 0.15 MILE TO A PARKING
 OH1335'AREA NEAR THE SUMMIT.  FROM HERE PACK SOUTHWEST FOR ABOUT
 OH1335'150 FEET TO THE STATION.
 OH1335
 OH1335                          STATION RECOVERY (1977)
 OH1335
 OH1335'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JJP)
 OH1335'SC T1N R1E S36 S31 S1 S6 T1S 1937 RECOVERED EXCELLENT.
 OH1335'
 OH1335'1/4 S35 S36 (AZIMUTH MARK) COULD NOT BE FOUND.  LIKELY WAS RESET
 OH1335'BELOW GROUND LEVEL WHEN SWAN FALLS ROAD WAS IMPROVED.
 OH1335'
 OH1335'MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OH1335'TO REACH INSTRUCTIONS ARE ADEQUATE.
 OH1335'
 OH1335'DISTANCE AND DIRECTION FROM NEAREST TOWN--EIGHT MILES SOUTH AND ONE
 OH1335'MILE EAST OF KUNA.
 OH1335
 OH1335                          STATION RECOVERY (1979)
 OH1335
 OH1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1335'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 OH1335'AZIMUTH MARK AND THE CAIRN WAS SEARCHED FOR AND NOT FOUND.
 OH1335'REFERENCE MARKS 1 AND 2 AND AN AZIMUTH MARK WERE ESTABLISHED.
 OH1335'A COMPLETE DESCRIPTION FOLLOWS.
 OH1335'
 OH1335'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF SECTION 1,
 OH1335'T. 1 N., R. 1 W., ATOP A PROMINENT BUTTE LOCALLY KNOWN AS INITIAL
 OH1335'POINT, 6-1/2 MILES EAST-NORTHEAST OF MELBA, 8 MILES SOUTH OF KUNA
 OH1335'AND ON PROPERTY OF THE FEDERAL BUREAU OF LAND MANAGEMENT.
 OH1335'
 OH1335'TO REACH THE STATION FROM THE POST OFFICE IN KUNA, GO EAST ON
 OH1335'STATE HIGHWAY 69 FOR 0.3 MILES TO A FORK.  GO STRAIGHT AHEAD
 OH1335'AND SOUTH ON LINDER AND SWAN FALLS ROAD FOR 2.0 MILES TO THE END
 OH1335'OF PAVEMENT.  CONTINUE SOUTH ON SWAN FALLS ROAD FOR 8.0 MILES TO
 OH1335'A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 0.3 MILE
 OH1335'TO THE TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE HIGHEST
 OH1335'POINT.  CONTINUE EAST ON THE GRAVEL ROAD FOR 0.7 MILE TO A FORK.
 OH1335'BEAR LEFT AND GO UPHILL FOR 0.25 MILE TO THE STATION ON THE
 OH1335'HIGHEST POINT, SURROUNDED BY A RAILING.
 OH1335'
 OH1335'THE STATION IS A STANDARD GOVERNMENT LAND OFFICE DISK
 OH1335'STAMPED---SC T1N R1W R1E S36 S31 S1 S6 T1S 1937---,
 OH1335'SET IN A DRILL HOLE IN THE CONCRETE DECK OF AN OBSERVATION
 OH1335'PLATFORM. IT IS LOCATED
 OH1335'2.0 METERS EAST-NORTHEAST FROM A METAL WITNESS POST,
 OH1335'3.6 METERS NORTH FROM THE SOUTHWEST CORNER OF THE OBSERVATION
 OH1335'DECK AND 3.6 METERS FROM THE CENTER OF A GRANITE MONUMENT.
 OH1335'
 OH1335'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 OH1335'STAMPED---INITIAL POINT GLO 1944 NO 1 1979---,
 OH1335'SET INTO THE TOP OF A BOULDER OF 2 METERS
 OH1335'LARGEST DIMENSION.  IT IS LOCATED
 OH1335'7.3 METERS NORTH FROM THE GRANITE MONUMENT AND
 OH1335'4.3 METERS NORTHWEST FROM THE NORTHEAST CORNER OF THE OBSERVATION
 OH1335'CK.
 OH1335'MARK IS BELOW STATION 3 METERS.
 OH1335'
 OH1335'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 OH1335'STAMPED---INITIAL POINT GLO 1944 NO 2 1979---,
 OH1335'SET INTO THE TOP OF A BOULDER OF 2 METERS
 OH1335'LARGEST DIMENSION.  IT IS LOCATED
 OH1335'4.3 METERS SOUTHEAST FROM THE SOUTHWEST CORNER OF THE
 OH1335'OBSEVATION DECK AND 6.9 METERS SOUTH OF THE GRANITE MONUMENT.
 OH1335'MARK IS BELOW STATION 3 METERS.
 OH1335'
 OH1335'AZIMUTH MARK NUMBER 03 IS A STANDARD NGS DISK
 OH1335'STAMPED---INITIAL POINT GLO 1944 NO 2 1979---,
 OH1335'SET INTO THE TOP OF A BOULDER OF 4 METERS
 OH1335'LARGEST DIMENSION.  IT IS LOCATED
 OH1335'2.3 FEET NORTH FROM A METAL WITNESS POST AND
 OH1335'57 FEET SOUTH FROM THE APPROXIMATE CENTER OF THE TRACK ROAD.
 OH1335'
 OH1335'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF THE DIFFERENCE
 OH1335'OF ELEVATION AND THE MONUMENT BETWEEN.
 OH1335'
 OH1335'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1513 ***********************************************************************
 NU1513  DESIGNATION -  INKOM
 NU1513  PID         -  NU1513
 NU1513  STATE/COUNTY-  ID/BANNOCK
 NU1513  USGS QUAD   -  BONNEVILLE PEAK (1968)
 NU1513
 NU1513                         *CURRENT SURVEY CONTROL
 NU1513  ___________________________________________________________________
 NU1513* NAD 83(1992)-  42 48 27.66250(N)    112 14 43.06680(W)     ADJUSTED  
 NU1513* NAVD 88     -      1664.0    (meters)    5459.     (feet)  VERTCON   
 NU1513  ___________________________________________________________________
 NU1513  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 NU1513  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 NU1513
 NU1513  HORZ ORDER  -  SECOND
 NU1513
 NU1513.The horizontal coordinates were established by classical geodetic methods
 NU1513.and adjusted by the National Geodetic Survey in July 1992..
 NU1513
 NU1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1513
 NU1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1513
 NU1513.The geoid height was determined by GEOID03.
 NU1513
 NU1513;                    North         East     Units Scale Factor Converg.
 NU1513;SPC ID E     -   126,738.135   193,568.839   MT  0.99994788   -0 03 12.4
 NU1513;UTM  12      - 4,740,210.760   398,181.333   MT  0.99972754   -0 50 46.7
 NU1513
 NU1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1513!SPC ID E     -   0.99974105  x   0.99994788  =   0.99968894
 NU1513!UTM  12      -   0.99974105  x   0.99972754  =   0.99946866
 NU1513
 NU1513|---------------------------------------------------------------------|
 NU1513| PID    Reference Object                     Distance      Geod. Az  |
 NU1513|                                                           dddmmss.s |
 NU1513| CM4944 INKOM RM 1                            9.580 METERS 06830     |
 NU1513| CM4945 INKOM RM 2                            6.556 METERS 18211     |
 NU1513| NU0185 IDA 15 83 AZ MK                     APPROX. 3.6 KM 2534159.8 |
 NU1513|---------------------------------------------------------------------|
 NU1513
 NU1513                          SUPERSEDED SURVEY CONTROL
 NU1513
 NU1513  NAD 83(1986)-  42 48 27.65559(N)    112 14 43.05033(W) AD(       ) 2
 NU1513  NAD 27      -  42 48 27.96220(N)    112 14 40.15830(W) AD(       ) 2
 NU1513  NGVD 29 (07/19/86) 1663.0    (m)         5456.     (f) VERT ANG       
 NU1513
 NU1513.Superseded values are not recommended for survey control.
 NU1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1513.See file dsdata.txt to determine how the superseded data were derived.
 NU1513
 NU1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9818140211(NAD 83)
 NU1513_MARKER: DE = TRAVERSE STATION DISK
 NU1513_SETTING: 80 = SET IN A BOULDER
 NU1513_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1513
 NU1513  HISTORY     - Date     Condition        Report By
 NU1513  HISTORY     - 1960     MONUMENTED       CGS
 NU1513
 NU1513                          STATION DESCRIPTION
 NU1513
 NU1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU1513'THE STATION IS 1 MILE NORTH-NORTHEAST OF THE CENTER OF INKOM
 NU1513'ON THE NOSE AND CREST OF A VERY PROMINENT NORTH-SOUTH RIDGE
 NU1513'AND ABOUT 150 YARDS SOUTH OF THE ONLY FENCE CORNER ON THE RIDGE,
 NU1513'AT AN OUTCROPPING OF REDDISH COLORED ROCKS, 12 FEET EAST OF A
 NU1513'METAL WITNESS POST WITH SIGN ATTACHED.
 NU1513'
 NU1513'TO REACH THE STATION FROM THE INKOM POST OFFICE, PROCEED
 NU1513'NORTHWESTERLY ALONG U.S. HIGHWAYS 30 N, 91 AND 191 FOR 0.45
 NU1513'MILE TO A REVERSE Y FORK, TURN SHARP RIGHT, EAST, ALONG OILED
 NU1513'ROAD FOR 0.1 MILE TO ITS INTERSECTION WITH SORRELLE STREET,
 NU1513'TURN LEFT, NORTH, FOR 0.1 MILE TO A CATTLE GUARD AND FORK,
 NU1513'KEEP THE RIGHT FORK, EAST AND NORTHEAST, UP THE SOUTH SIDE
 NU1513'OF THE RIDGE FOR 1.3 MILES TO A CATTLE GUARD AND TWO STEEL
 NU1513'GRANARY STORAGE TANKS ON THE LEFT, CONTINUE ON GRAVELED ROAD
 NU1513'FOR 0.2 MILE TO FORKS JUST AFTER PASSING A SMALL RANCH HOUSE
 NU1513'ON THE RIGHT, TURN SHARP RIGHT, SOUTH THEN EAST, ON THE LESSER
 NU1513'TRAVELED OF THE TWO FORKS FOR 0.3 MILE.  HERE TURN RIGHT,
 NU1513'SOUTH, CROSSING THROUGH A CULTIVATED FIELD AND UP THE STEEP
 NU1513'RIDGE PASSING TO THE EAST SIDE OF THE FENCE CORNER THEN DUE
 NU1513'SOUTH ALONG THE FENCE LINE TO ITS CORNER AND END OF TRUCK
 NU1513'TRAVEL, A DISTANCE OF 0.6 MILE.  FROM THE FENCE CORNER
 NU1513'PACK DUE SOUTH FOR 150 YARDS TO THE STATION SITE AT THE
 NU1513'WITNESS POST.
 NU1513'
 NU1513'THE STATION MARK, STAMPED INKOM 1960, IS A STANDARD TRAVERSE
 NU1513'DISK SET IN CEMENT IN A DRILL HOLE IN A BOULDER PROJECTING
 NU1513'3 INCHES.
 NU1513'
 NU1513'REFERENCE MARK 1, STAMPED INKOM NO 1 1960, IS A STANDARD
 NU1513'DISK SET IN CEMENT IN A DRILL HOLE IN A BOULDER PROJECTING
 NU1513'2 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 NU1513'
 NU1513'REFERENCE MARK 2, STAMPED INKOM NO 2 1960, IS A STANDARD DISK
 NU1513'SET IN CEMENT IN A DRILL HOLE IN A BOULDER PROJECTING 6 INCHES
 NU1513'AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 NU1513'
 NU1513'THE AZIMUTH MARK, STAMPED IDA 15-83 1960, IS ALSO THE AZIMUTH
 NU1513'MARK FOR IDA 15-83.  IT IS A STANDARD DISK SET IN CEMENT
 NU1513'IN A DRILL HOLE IN OUTCROPPING BEDROCK, 110 FEET SOUTH OF THE
 NU1513'CENTER LINE OF U.S. HIGHWAYS 30 N, 91 AND 191, 69 FEET SOUTH
 NU1513'OF A POWER POLE, 9-1/2 FEET SOUTH OF A METAL WITNESS POST
 NU1513'WITH SIGN ATTACHED AND 3 FEET WEST OF A BARBED WIRE FENCE.
 NU1513'
 NU1513'TO REACH THE AZIMUTH MARK FROM THE INKOM POST OFFICE, PROCEED
 NU1513'NORTHWESTERLY AND WEST ALONG U.S. HIGHWAYS 30 N, 91 AND 191 FOR
 NU1513'1.9 MILES TO A FENCE CORNER AND THE POWER POLE ON THE LEFT,
 NU1513'TURN SOUTH FOR 110 FEET TO THE AZIMUTH MARK AS DESCRIBED ABOVE.
 NU1513'
 NU1513'A 4-WHEEL DRIVE VEHICLE REQUIRED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0911 ***********************************************************************
 OY0911  DESIGNATION -  INTERMOUNTAIN MICROWAVE MAST
 OY0911  PID         -  OY0911
 OY0911  STATE/COUNTY-  ID/BINGHAM
 OY0911  USGS QUAD   -  LITTLE BUTTE (1973)
 OY0911
 OY0911                         *CURRENT SURVEY CONTROL
 OY0911  ___________________________________________________________________
 OY0911* NAD 83(1992)-  43 33 24.98116(N)    112 35 15.41282(W)     ADJUSTED  
 OY0911* NAVD 88     -      1667.     (meters)    5469.     (feet)  SCALED    
 OY0911  ___________________________________________________________________
 OY0911  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 OY0911  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 OY0911
 OY0911  HORZ ORDER  -  THIRD
 OY0911
 OY0911.The horizontal coordinates were established by classical geodetic methods
 OY0911.and adjusted by the National Geodetic Survey in July 1992..
 OY0911
 OY0911.The orthometric height was scaled from a topographic map.
 OY0911
 OY0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0911
 OY0911.The geoid height was determined by GEOID03.
 OY0911
 OY0911;                    North         East     Units Scale Factor Converg.
 OY0911;SPC ID E     -   210,056.319   165,988.907   MT  0.99996159   -0 17 24.2
 OY0911;SPC ID C     -   210,939.530   614,116.229   MT  1.00010749   +0 58 24.0
 OY0911;UTM  12      - 4,823,889.319   371,770.182   MT  0.99980226   -1 05 38.9
 OY0911
 OY0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0911!SPC ID E     -   0.99974053  x   0.99996159  =   0.99970213
 OY0911!SPC ID C     -   0.99974053  x   1.00010749  =   0.99984799
 OY0911!UTM  12      -   0.99974053  x   0.99980226  =   0.99954284
 OY0911
 OY0911                          SUPERSEDED SURVEY CONTROL
 OY0911
 OY0911  NAD 83(1986)-  43 33 24.97446(N)    112 35 15.39940(W) AD(       ) 4
 OY0911  NAD 27      -  43 33 25.29700(N)    112 35 12.45500(W) AD(       ) 3
 OY0911
 OY0911.Superseded values are not recommended for survey control.
 OY0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0911.See file dsdata.txt to determine how the superseded data were derived.
 OY0911
 OY0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP7177023889(NAD 83)
 OY0911
 OY0911  HISTORY     - Date     Condition        Report By
 OY0911  HISTORY     - 1960     MONUMENTED       CGS
 OY0911
 OY0911                          STATION DESCRIPTION
 OY0911
 OY0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0911'STATION IS THE DETERMINED CENTER OF THE BASE OF THE MICRO-WAVE
 OY0911'INSTALLATION.  THE MICRO-WAVE INSTALLATION IS SUPPORTED BY
 OY0911'TWO LATTICE WORK LEGS AND IS 195 FEET IN HEIGHT.  IT IS
 OY0911'LOCATED ON THE EAST RIM OF AN OLD VOLCANIC CRATER, ABOUT 28
 OY0911'MILES WEST AND 4 MILES NORTH OF IDAHO FALLS, 11 MILES EAST
 OY0911'AND 8 MILES NORTH OF ATOMIC CITY AND ON THE NORTH SIDE OF U.S.
 OY0911'HIGHWAY 20.
 OY0911'
 OY0911'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 OY0911'MICRO, THE DISTANCE BEING 308.72 FEET OR (94.098 METERS)
 OY0911'NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0975 ***********************************************************************
 OY0975  DESIGNATION -  INVISIBLE RESET
 OY0975  PID         -  OY0975
 OY0975  STATE/COUNTY-  ID/CUSTER
 OY0975  USGS QUAD   -  MACKAY (1991)
 OY0975
 OY0975                         *CURRENT SURVEY CONTROL
 OY0975  ___________________________________________________________________
 OY0975* NAD 83(1992)-  43 57 58.88914(N)    113 30 54.11988(W)     ADJUSTED  
 OY0975* NAVD 88     -      3454.8    (meters)   11335.     (feet)  VERTCON   
 OY0975  ___________________________________________________________________
 OY0975  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 OY0975  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 OY0975
 OY0975  HORZ ORDER  -  THIRD
 OY0975
 OY0975.The horizontal coordinates were established by classical geodetic methods
 OY0975.and adjusted by the National Geodetic Survey in July 1992..
 OY0975
 OY0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0975
 OY0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0975
 OY0975.The geoid height was determined by GEOID03.
 OY0975
 OY0975;                    North         East     Units Scale Factor Converg.
 OY0975;SPC ID C     -   255,571.722   538,917.274   MT  0.99996599   +0 20 12.1
 OY0975;UTM  12      - 4,871,211.492   298,243.105   MT  1.00010068   -1 44 47.8
 OY0975
 OY0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0975!SPC ID C     -   0.99946032  x   0.99996599  =   0.99942633
 OY0975!UTM  12      -   0.99946032  x   1.00010068  =   0.99956095
 OY0975
 OY0975:                Primary Azimuth Mark                     Grid Az
 OY0975:SPC ID C     -  MACKAY                                   239 51 45.2
 OY0975:UTM  12      -  MACKAY                                   241 56 45.1
 OY0975
 OY0975|---------------------------------------------------------------------|
 OY0975| PID    Reference Object                     Distance      Geod. Az  |
 OY0975|                                                           dddmmss.s |
 OY0975| OY0983 MACKAY                              APPROX.17.2 KM 2401157.3 |
 OY0975| CN3759 INVISIBLE RM 1                        7.148 METERS 24304     |
 OY0975| CN3760 INVISIBLE RM 2                        8.230 METERS 29900     |
 OY0975|---------------------------------------------------------------------|
 OY0975
 OY0975                          SUPERSEDED SURVEY CONTROL
 OY0975
 OY0975  NAD 83(1986)-  43 57 58.88639(N)    113 30 54.11179(W) AD(       ) 3
 OY0975  NAD 27      -  43 57 59.21834(N)    113 30 51.05570(W) AD(       ) 3
 OY0975  NGVD 29 (07/19/86) 3453.4    (m)        11330.     (f) VERT ANG       
 OY0975
 OY0975.Superseded values are not recommended for survey control.
 OY0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0975.See file dsdata.txt to determine how the superseded data were derived.
 OY0975
 OY0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP9824371211(NAD 83)
 OY0975_MARKER: DD = SURVEY DISK
 OY0975_SETTING: 66 = SET IN ROCK OUTCROP
 OY0975_SP_SET: PARTIALLY EXPOSED BEDROCK
 OY0975
 OY0975  HISTORY     - Date     Condition        Report By
 OY0975  HISTORY     - 1959     MONUMENTED       USGS
 OY0975  HISTORY     - 1969     GOOD             USGS
 OY0975
 OY0975                          STATION DESCRIPTION
 OY0975
 OY0975'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OY0975'STATION MARK--STANDARD TABLET STAMPED---INVISIBLE 1959,---SET IN
 OY0975'EXACT LOCATION OF 1915 CHISELED CROSS.
 OY0975'
 OY0975'RM 1--CHISELED CROSS ON ROCK OUTCROP.
 OY0975'
 OY0975'RM 2--CHISELED CROSS ON ROCK OUTCROP.
 OY0975
 OY0975                          STATION RECOVERY (1969)
 OY0975
 OY0975'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0975'RECOVERED AS DESCRIBED.  STATION REACHED BY HELICOPTER.
 OY0975'RMS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0279 ***********************************************************************
 RZ0279  DESIGNATION -  IPB
 RZ0279  PID         -  RZ0279
 RZ0279  STATE/COUNTY-  ID/NEZ PERCE
 RZ0279  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0279
 RZ0279                         *CURRENT SURVEY CONTROL
 RZ0279  ___________________________________________________________________
 RZ0279* NAD 83(1986)-  46 02 37.     (N)    116 56 03.     (W)     SCALED    
 RZ0279* NAVD 88     -       260.406  (meters)     854.35   (feet)  ADJUSTED  
 RZ0279  ___________________________________________________________________
 RZ0279  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 RZ0279  DYNAMIC HT  -         260.359 (meters)     854.19  (feet)  COMP
 RZ0279  MODELED GRAV-     980,429.9   (mgal)                       NAVD 88
 RZ0279
 RZ0279  VERT ORDER  -  FIRST     CLASS II
 RZ0279
 RZ0279.The horizontal coordinates were scaled from a topographic map and have
 RZ0279.an estimated accuracy of +/- 6 seconds.
 RZ0279
 RZ0279.The orthometric height was determined by differential leveling
 RZ0279.and adjusted by the National Geodetic Survey in June 1991..
 RZ0279
 RZ0279.The geoid height was determined by GEOID03.
 RZ0279
 RZ0279.The dynamic height is computed by dividing the NAVD 88
 RZ0279.geopotential number by the normal gravity value computed on the
 RZ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0279.degrees latitude (g = 980.6199 gals.).
 RZ0279
 RZ0279.The modeled gravity was interpolated from observed gravity values.
 RZ0279
 RZ0279;                    North         East    Units  Estimated Accuracy
 RZ0279;SPC ID W     -   486,970.      708,350.      MT  (+/- 180 meters Scaled)
 RZ0279
 RZ0279                          SUPERSEDED SURVEY CONTROL
 RZ0279
 RZ0279  NGVD 29 (??/??/92)  259.328  (m)          850.81   (f) ADJ UNCH    1 2
 RZ0279
 RZ0279.Superseded values are not recommended for survey control.
 RZ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0279.See file dsdata.txt to determine how the superseded data were derived.
 RZ0279
 RZ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL050988(NAD 83)
 RZ0279_MARKER: Z = SEE DESCRIPTION
 RZ0279_SETTING: 80 = SET IN A BOULDER
 RZ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0279+STABILITY: SURFACE MOTION
 RZ0279
 RZ0279  HISTORY     - Date     Condition        Report By
 RZ0279  HISTORY     - UNK      MONUMENTED       DOD
 RZ0279  HISTORY     - 1946     GOOD             NGS
 RZ0279
 RZ0279                          STATION DESCRIPTION
 RZ0279
 RZ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0279'4.3 MI S FROM ROGERSBURG.
 RZ0279'ALONG THE EAST BANK OF THE SNAKE RIVER, 4.3 MILES SOUTH OF AND ACROSS
 RZ0279'THE RIVER FROM THE JUNCTION OF THE GRANDE RONDE AND THE SNAKE RIVERS
 RZ0279'AT ROGERSBURG, ACROSS THE RIVER FROM A SHACK ON THE WEST BANK OF THE
 RZ0279'RIVER, 100.0 FEET NORTH OF THE UPPER END OF THE NIGGER HEAD RAPIDS,
 RZ0279'100.0 FEET EAST OF THE EAST BANK OF THE RIVER, A 1/2-INCH IRON PIPE
 RZ0279'CEMENTED IN TOP OF A LARGE BOULDER WHICH IS ON THE WEST SLOPE OF THE
 RZ0279'EAST BANK OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0277 ***********************************************************************
 RZ0277  DESIGNATION -  IPC
 RZ0277  PID         -  RZ0277
 RZ0277  STATE/COUNTY-  ID/NEZ PERCE
 RZ0277  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0277
 RZ0277                         *CURRENT SURVEY CONTROL
 RZ0277  ___________________________________________________________________
 RZ0277* NAD 83(1986)-  46 02 32.     (N)    116 55 56.     (W)     SCALED    
 RZ0277* NAVD 88     -       262.195  (meters)     860.22   (feet)  ADJUSTED  
 RZ0277  ___________________________________________________________________
 RZ0277  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 RZ0277  DYNAMIC HT  -         262.147 (meters)     860.06  (feet)  COMP
 RZ0277  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 RZ0277
 RZ0277  VERT ORDER  -  FIRST     CLASS II
 RZ0277
 RZ0277.The horizontal coordinates were scaled from a topographic map and have
 RZ0277.an estimated accuracy of +/- 6 seconds.
 RZ0277
 RZ0277.The orthometric height was determined by differential leveling
 RZ0277.and adjusted by the National Geodetic Survey in June 1991..
 RZ0277
 RZ0277.The geoid height was determined by GEOID03.
 RZ0277
 RZ0277.The dynamic height is computed by dividing the NAVD 88
 RZ0277.geopotential number by the normal gravity value computed on the
 RZ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0277.degrees latitude (g = 980.6199 gals.).
 RZ0277
 RZ0277.The modeled gravity was interpolated from observed gravity values.
 RZ0277
 RZ0277;                    North         East    Units  Estimated Accuracy
 RZ0277;SPC ID W     -   486,810.      708,500.      MT  (+/- 180 meters Scaled)
 RZ0277
 RZ0277                          SUPERSEDED SURVEY CONTROL
 RZ0277
 RZ0277  NGVD 29 (??/??/92)  261.117  (m)          856.68   (f) ADJ UNCH    1 2
 RZ0277
 RZ0277.Superseded values are not recommended for survey control.
 RZ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0277.See file dsdata.txt to determine how the superseded data were derived.
 RZ0277
 RZ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL052987(NAD 83)
 RZ0277_MARKER: Z = SEE DESCRIPTION
 RZ0277_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0277_SP_SET: ROCK PILE
 RZ0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0277+STABILITY: POSITION/ELEVATION WELL
 RZ0277
 RZ0277  HISTORY     - Date     Condition        Report By
 RZ0277  HISTORY     - UNK      MONUMENTED       DOD
 RZ0277  HISTORY     - 1946     GOOD             NGS
 RZ0277
 RZ0277                          STATION DESCRIPTION
 RZ0277
 RZ0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0277'4.4 MI S FROM ROGERSBURG.
 RZ0277'ALONG THE EAST BANK OF THE SNAKE RIVER, 4.4 MILES SOUTH OF AND ACROSS
 RZ0277'THE RIVER FROM THE JUNCTION OF THE GRANDE RONDE AND THE SNAKE RIVERS
 RZ0277'AT ROGERSBURG, 150.0 FEET SOUTH OF THE UPPER END OF THE NIGGER HEAD
 RZ0277'RAPIDS, 100.0 FEET EAST OF THE EAST BANK OF THE RIVER, 20.0 FEET EAST
 RZ0277'OF A LARGE BUSH ON THE SLOPE OF THE BANK, A 1/2-INCH IRON PIPE
 RZ0277'CEMENTED IN A PILE OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0276 ***********************************************************************
 RZ0276  DESIGNATION -  IPD
 RZ0276  PID         -  RZ0276
 RZ0276  STATE/COUNTY-  ID/NEZ PERCE
 RZ0276  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0276
 RZ0276                         *CURRENT SURVEY CONTROL
 RZ0276  ___________________________________________________________________
 RZ0276* NAD 83(1986)-  46 02 19.     (N)    116 55 43.     (W)     SCALED    
 RZ0276* NAVD 88     -       263.131  (meters)     863.29   (feet)  ADJUSTED  
 RZ0276  ___________________________________________________________________
 RZ0276  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 RZ0276  DYNAMIC HT  -         263.082 (meters)     863.13  (feet)  COMP
 RZ0276  MODELED GRAV-     980,429.0   (mgal)                       NAVD 88
 RZ0276
 RZ0276  VERT ORDER  -  FIRST     CLASS II
 RZ0276
 RZ0276.The horizontal coordinates were scaled from a topographic map and have
 RZ0276.an estimated accuracy of +/- 6 seconds.
 RZ0276
 RZ0276.The orthometric height was determined by differential leveling
 RZ0276.and adjusted by the National Geodetic Survey in June 1991..
 RZ0276
 RZ0276.The geoid height was determined by GEOID03.
 RZ0276
 RZ0276.The dynamic height is computed by dividing the NAVD 88
 RZ0276.geopotential number by the normal gravity value computed on the
 RZ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0276.degrees latitude (g = 980.6199 gals.).
 RZ0276
 RZ0276.The modeled gravity was interpolated from observed gravity values.
 RZ0276
 RZ0276;                    North         East    Units  Estimated Accuracy
 RZ0276;SPC ID W     -   486,410.      708,770.      MT  (+/- 180 meters Scaled)
 RZ0276
 RZ0276                          SUPERSEDED SURVEY CONTROL
 RZ0276
 RZ0276  NGVD 29 (??/??/92)  262.052  (m)          859.75   (f) ADJ UNCH    1 2
 RZ0276
 RZ0276.Superseded values are not recommended for survey control.
 RZ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0276.See file dsdata.txt to determine how the superseded data were derived.
 RZ0276
 RZ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL055983(NAD 83)
 RZ0276_MARKER: Z = SEE DESCRIPTION
 RZ0276_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0276_SP_SET: ROCK PILE
 RZ0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0276+STABILITY: POSITION/ELEVATION WELL
 RZ0276
 RZ0276  HISTORY     - Date     Condition        Report By
 RZ0276  HISTORY     - UNK      MONUMENTED       DOD
 RZ0276  HISTORY     - 1946     GOOD             NGS
 RZ0276
 RZ0276                          STATION DESCRIPTION
 RZ0276
 RZ0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0276'4.9 MI S FROM ROGERSBURG.
 RZ0276'ALONG THE EAST BANK OF THE SNAKE RIVER, 4.9 MILES SOUTH OF AND ACROSS
 RZ0276'THE RIVER FROM THE JUNCTION OF THE GRANDE RONDE AND THE SNAKE RIVERS
 RZ0276'AT ROGERSBURG, DIRECTLY EAST OF THE UPPER END OF WILD GOOSE RAPIDS,
 RZ0276'200.0 FEET EAST OF THE EAST BANK OF THE RIVER, 15.0 FEET EAST OF A
 RZ0276'LONE HACKBERRY TREE, A 1/2-INCH IRON PIPE CEMENTED IN A PILE OF ROCKS,
 RZ0276'857.743 R.B. PAINTED ON THE ROCKS AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0272 ***********************************************************************
 RZ0272  DESIGNATION -  IPE
 RZ0272  PID         -  RZ0272
 RZ0272  STATE/COUNTY-  ID/NEZ PERCE
 RZ0272  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0272
 RZ0272                         *CURRENT SURVEY CONTROL
 RZ0272  ___________________________________________________________________
 RZ0272* NAD 83(1986)-  46 01 23.     (N)    116 55 41.     (W)     SCALED    
 RZ0272* NAVD 88     -       263.348  (meters)     864.00   (feet)  ADJUSTED  
 RZ0272  ___________________________________________________________________
 RZ0272  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 RZ0272  DYNAMIC HT  -         263.296 (meters)     863.83  (feet)  COMP
 RZ0272  MODELED GRAV-     980,417.3   (mgal)                       NAVD 88
 RZ0272
 RZ0272  VERT ORDER  -  FIRST     CLASS II
 RZ0272
 RZ0272.The horizontal coordinates were scaled from a topographic map and have
 RZ0272.an estimated accuracy of +/- 6 seconds.
 RZ0272
 RZ0272.The orthometric height was determined by differential leveling
 RZ0272.and adjusted by the National Geodetic Survey in June 1991..
 RZ0272
 RZ0272.The geoid height was determined by GEOID03.
 RZ0272
 RZ0272.The dynamic height is computed by dividing the NAVD 88
 RZ0272.geopotential number by the normal gravity value computed on the
 RZ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0272.degrees latitude (g = 980.6199 gals.).
 RZ0272
 RZ0272.The modeled gravity was interpolated from observed gravity values.
 RZ0272
 RZ0272;                    North         East    Units  Estimated Accuracy
 RZ0272;SPC ID W     -   484,680.      708,790.      MT  (+/- 180 meters Scaled)
 RZ0272
 RZ0272                          SUPERSEDED SURVEY CONTROL
 RZ0272
 RZ0272  NGVD 29 (??/??/92)  262.264  (m)          860.44   (f) ADJ UNCH    1 2
 RZ0272
 RZ0272.Superseded values are not recommended for survey control.
 RZ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0272.See file dsdata.txt to determine how the superseded data were derived.
 RZ0272
 RZ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL055966(NAD 83)
 RZ0272_MARKER: Z = SEE DESCRIPTION
 RZ0272_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0272_SP_SET: ROCK OUTCROP
 RZ0272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0272+STABILITY: POSITION/ELEVATION WELL
 RZ0272
 RZ0272  HISTORY     - Date     Condition        Report By
 RZ0272  HISTORY     - UNK      MONUMENTED       DOD
 RZ0272  HISTORY     - 1946     GOOD             NGS
 RZ0272
 RZ0272                          STATION DESCRIPTION
 RZ0272
 RZ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0272'5.95 MI S FROM ROGERSBURG.
 RZ0272'ALONG THE EAST BANK OF THE SNAKE RIVER, 5.95 MILES SOUTH OF AND ACROSS
 RZ0272'THE RIVER FROM THE JUNCTION OF THE GRANDE RONDE AND THE SNAKE RIVERS
 RZ0272'AT ROGERSBURG, 300.0 FEET NORTHEAST OF THE UPPER END OF SHOVEL CREEK
 RZ0272'RAPIDS, 200.0 FEET EAST OF THE EAST BANK OF THE RIVER, A 1/2-INCH IRON
 RZ0272'PIPE CEMENTED IN THE TOP OF A ROCK OUTCROP AT EAST SIDE OF A SAND BAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0271 ***********************************************************************
 RZ0271  DESIGNATION -  IPF
 RZ0271  PID         -  RZ0271
 RZ0271  STATE/COUNTY-  ID/NEZ PERCE
 RZ0271  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0271
 RZ0271                         *CURRENT SURVEY CONTROL
 RZ0271  ___________________________________________________________________
 RZ0271* NAD 83(1986)-  46 01 12.     (N)    116 55 26.     (W)     SCALED    
 RZ0271* NAVD 88     -       265.969  (meters)     872.60   (feet)  ADJUSTED  
 RZ0271  ___________________________________________________________________
 RZ0271  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 RZ0271  DYNAMIC HT  -         265.917 (meters)     872.43  (feet)  COMP
 RZ0271  MODELED GRAV-     980,415.9   (mgal)                       NAVD 88
 RZ0271
 RZ0271  VERT ORDER  -  FIRST     CLASS II
 RZ0271
 RZ0271.The horizontal coordinates were scaled from a topographic map and have
 RZ0271.an estimated accuracy of +/- 6 seconds.
 RZ0271
 RZ0271.The orthometric height was determined by differential leveling
 RZ0271.and adjusted by the National Geodetic Survey in June 1991..
 RZ0271
 RZ0271.The geoid height was determined by GEOID03.
 RZ0271
 RZ0271.The dynamic height is computed by dividing the NAVD 88
 RZ0271.geopotential number by the normal gravity value computed on the
 RZ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0271.degrees latitude (g = 980.6199 gals.).
 RZ0271
 RZ0271.The modeled gravity was interpolated from observed gravity values.
 RZ0271
 RZ0271;                    North         East    Units  Estimated Accuracy
 RZ0271;SPC ID W     -   484,330.      709,110.      MT  (+/- 180 meters Scaled)
 RZ0271
 RZ0271                          SUPERSEDED SURVEY CONTROL
 RZ0271
 RZ0271  NGVD 29 (??/??/92)  264.885  (m)          869.04   (f) ADJ UNCH    1 2
 RZ0271
 RZ0271.Superseded values are not recommended for survey control.
 RZ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0271.See file dsdata.txt to determine how the superseded data were derived.
 RZ0271
 RZ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL058962(NAD 83)
 RZ0271_MARKER: Z = SEE DESCRIPTION
 RZ0271_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0271_SP_SET: ROCK OUTCROP
 RZ0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0271+STABILITY: POSITION/ELEVATION WELL
 RZ0271
 RZ0271  HISTORY     - Date     Condition        Report By
 RZ0271  HISTORY     - UNK      MONUMENTED       DOD
 RZ0271  HISTORY     - 1946     GOOD             NGS
 RZ0271
 RZ0271                          STATION DESCRIPTION
 RZ0271
 RZ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0271'6.25 MI S FROM ROGERSBURG.
 RZ0271'ALONG THE EAST BANK OF THE SNAKE RIVER, 6.25 MILES SOUTH OF AND ACROSS
 RZ0271'THE RIVER FROM THE JUNCTION OF THE GRANDE RONDE AND THE SNAKE RIVERS
 RZ0271'AT ROGERSBURG, 100.0 FEET SOUTHEAST OF THE UPPER END OF SHOVEL CREEK
 RZ0271'RAPIDS, 40.0 FEET EAST OF THE EAST BANK OF THE RIVER, A 1/2-INCH IRON
 RZ0271'PIPE CEMENTED IN TOP OF A ROCK OUTCROP, LARGE B M PAINTED ON OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0267 ***********************************************************************
 RZ0267  DESIGNATION -  IPG
 RZ0267  PID         -  RZ0267
 RZ0267  STATE/COUNTY-  ID/NEZ PERCE
 RZ0267  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0267
 RZ0267                         *CURRENT SURVEY CONTROL
 RZ0267  ___________________________________________________________________
 RZ0267* NAD 83(1986)-  46 00 13.     (N)    116 55 06.     (W)     SCALED    
 RZ0267* NAVD 88     -       266.636  (meters)     874.79   (feet)  ADJUSTED  
 RZ0267  ___________________________________________________________________
 RZ0267  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 RZ0267  DYNAMIC HT  -         266.577 (meters)     874.59  (feet)  COMP
 RZ0267  MODELED GRAV-     980,391.7   (mgal)                       NAVD 88
 RZ0267
 RZ0267  VERT ORDER  -  FIRST     CLASS II
 RZ0267
 RZ0267.The horizontal coordinates were scaled from a topographic map and have
 RZ0267.an estimated accuracy of +/- 6 seconds.
 RZ0267
 RZ0267.The orthometric height was determined by differential leveling
 RZ0267.and adjusted by the National Geodetic Survey in June 1991..
 RZ0267
 RZ0267.The geoid height was determined by GEOID03.
 RZ0267
 RZ0267.The dynamic height is computed by dividing the NAVD 88
 RZ0267.geopotential number by the normal gravity value computed on the
 RZ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0267.degrees latitude (g = 980.6199 gals.).
 RZ0267
 RZ0267.The modeled gravity was interpolated from observed gravity values.
 RZ0267
 RZ0267;                    North         East    Units  Estimated Accuracy
 RZ0267;SPC ID W     -   482,510.      709,510.      MT  (+/- 180 meters Scaled)
 RZ0267
 RZ0267                          SUPERSEDED SURVEY CONTROL
 RZ0267
 RZ0267  NGVD 29 (??/??/92)  265.544  (m)          871.21   (f) ADJ UNCH    1 2
 RZ0267
 RZ0267.Superseded values are not recommended for survey control.
 RZ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0267.See file dsdata.txt to determine how the superseded data were derived.
 RZ0267
 RZ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL063944(NAD 83)
 RZ0267_MARKER: Z = SEE DESCRIPTION
 RZ0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RZ0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RZ0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0267
 RZ0267  HISTORY     - Date     Condition        Report By
 RZ0267  HISTORY     - UNK      MONUMENTED       DOD
 RZ0267  HISTORY     - 1946     GOOD             NGS
 RZ0267
 RZ0267                          STATION DESCRIPTION
 RZ0267
 RZ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0267'7.5 MI S FROM ROGERSBURG.
 RZ0267'ALONG THE EAST BANK OF
 RZ0267'THE SNAKE RIVER, 7.5 MILES SOUTH OF AND ACROSS THE RIVER FROM THE
 RZ0267'JUNCTION OF THE GRANDE RONDE AND SNAKE RIVERS AT ROGERSBURG, 350.0
 RZ0267'FEET SOUTH OF CORRAL CREEK AND DIRECTLY ACROSS THE RIVER FROM A DEEP
 RZ0267'CANYON, 20.0 FEET EAST OF THE EDGE OF THE WATER AND ABOUT 20 FEET
 RZ0267'ABOVE THE WATER, A-1/2 INCH IRON PIPE CEMENTED ON TOP OF A PROMINENT
 RZ0267'OUTCROPPING ROCK POINT, LARGE B M PAINTED ON THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1248 ***********************************************************************
 RA1248  DESIGNATION -  IRENE
 RA1248  PID         -  RA1248
 RA1248  STATE/COUNTY-  ID/IDAHO
 RA1248  USGS QUAD   -  LUCILE (1995)
 RA1248
 RA1248                         *CURRENT SURVEY CONTROL
 RA1248  ___________________________________________________________________
 RA1248* NAD 83(1992)-  45 36 28.15227(N)    116 19 37.21722(W)     ADJUSTED  
 RA1248* NAVD 88     -      1332.3    (meters)    4371.     (feet)  VERTCON   
 RA1248  ___________________________________________________________________
 RA1248  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 RA1248  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 RA1248
 RA1248  HORZ ORDER  -  SECOND
 RA1248
 RA1248.The horizontal coordinates were established by classical geodetic methods
 RA1248.and adjusted by the National Geodetic Survey in July 1992..
 RA1248
 RA1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1248
 RA1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1248
 RA1248.The geoid height was determined by GEOID03.
 RA1248
 RA1248;                    North         East     Units Scale Factor Converg.
 RA1248;SPC ID W     -   438,015.337   754,991.594   MT  0.99995823   -0 24 44.3
 RA1248;SPC OR N     -   224,111.340 2,825,360.657   MT  0.99992392   +2 57 33.9
 RA1248;SPC OR N     -   735,273.43  9,269,555.96   iFT  0.99992392   +2 57 33.9
 RA1248;UTM  11      - 5,050,695.354   552,478.492   MT  0.99963386   +0 28 51.3
 RA1248
 RA1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1248!SPC ID W     -   0.99979365  x   0.99995823  =   0.99975189
 RA1248!SPC OR N     -   0.99979365  x   0.99992392  =   0.99971759
 RA1248!UTM  11      -   0.99979365  x   0.99963386  =   0.99942759
 RA1248
 RA1248|---------------------------------------------------------------------|
 RA1248| PID    Reference Object                     Distance      Geod. Az  |
 RA1248|                                                           dddmmss.s |
 RA1248| CH6819 IRENE RM 1                            6.025 METERS 08044     |
 RA1248| CH6818 IRENE AZ MK                                        1144537.1 |
 RA1248| CH6820 IRENE RM 2                            6.598 METERS 16347     |
 RA1248|---------------------------------------------------------------------|
 RA1248
 RA1248                          SUPERSEDED SURVEY CONTROL
 RA1248
 RA1248  NAD 83(1991)-  45 36 28.15309(N)    116 19 37.21587(W) AD(       ) 2
 RA1248  NAD 83(1986)-  45 36 28.15313(N)    116 19 37.21585(W) AD(       ) 2
 RA1248  NAD 27      -  45 36 28.56047(N)    116 19 33.71791(W) AD(       ) 2
 RA1248  NGVD 29 (07/19/86) 1331.2    (m)         4367.     (f) VERT ANG       
 RA1248
 RA1248.Superseded values are not recommended for survey control.
 RA1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1248.See file dsdata.txt to determine how the superseded data were derived.
 RA1248
 RA1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5247850695(NAD 83)
 RA1248_MARKER: DS = TRIANGULATION STATION DISK
 RA1248_SETTING: 0 = UNSPECIFIED SETTING
 RA1248
 RA1248  HISTORY     - Date     Condition        Report By
 RA1248  HISTORY     - 1945     MONUMENTED       CGS
 RA1248  HISTORY     - 1946     GOOD             CGS
 RA1248
 RA1248                          STATION DESCRIPTION
 RA1248
 RA1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1248'STATION IS LOCATED ON AN E-W RIDGE LYING BETWEEN SHERWIN CREEK AND
 RA1248'LITTLE SHERWIN CREEK, ABOUT 3.4 MILES (AIR LINE) SE OF GRAVES
 RA1248'LOOKOUT TOWER, 2.7 MILES W OF THE SALMON RIVER, AND 14 MILES N OF
 RA1248'RIGGINS.  IT IS 90 FEET W OF A PINE TREE WITH A TRIANGULAR BLAZE,
 RA1248'78 FEET NW OF A FENCE LINE, AND 71 FEET E OF A ROCK OUTCROP.
 RA1248'STATION IS NOT ON THE HIGHEST POINT OF THE RIDGE.  THERE ARE HIGHER
 RA1248'POINTS TO THE, W AND NW.
 RA1248'
 RA1248'TO REACH THE STATION FROM THE POST OFFICE IN RIGGINS, GO N ON
 RA1248'U.S. HIGHWAY 95 FOR 14.95 MILES TO A BOARD GATE ON THE LEFT AT A
 RA1248'SIGN SHERWIN CREEK.  TURN LEFT THROUGH THE GATE, DRIVE W 0.1 MILE
 RA1248'TO A PINE TREE, HAVING A TELEPHONE ATTACHED, ON THE E BANK OF THE
 RA1248'SALMON RIVER.  IT IS NECESSARY TO OBTAIN A BOAT IN WHICH TO CROSS
 RA1248'THE RIVER FROM THE FOREMAN OF THE CIRCLE C RANCH 1/4 MILE W OF THE
 RA1248'RIVER AT THIS POINT.  ARRANGEMENTS MAY ALSO BE MADE HERE FOR HORSES
 RA1248'TO PACK INTO THE STATION.  FROM THE CIRCLE C RANCH, FOLLOW A
 RA1248'TRAIL W AND NW UP LITTLE SHERWIN CREEK FOR ABOUT 1-1/4 MILES TO
 RA1248'A DESERTED CABIN, CONTINUE UP THE CREEK A SHORT DISTANCE TO A
 RA1248'POLE GATE, CROSS THE CREEK TO LEFT JUST ABOVE THE GATE AND THEN
 RA1248'FOLLOW MAIN TRAIL, DOUBLING BACK TO SE, THEN W UP N SIDE OF
 RA1248'A RIDGE ABOUT 1/2 MILE TO A SADDLE.  THIS POINT IS ABOUT 1/4 MILE W
 RA1248'OF STATION SHERWIN.  FROM HERE FOLLOW A TRAIL W UP CENTER RIDGE
 RA1248'FOR ABOUT 1 MILE TO A WIRE GATE IN A N-S FENCE, PASS THROUGH GATE
 RA1248'AND GO NW ABOUT 75 YARDS TO STATION WHICH IS ABOUT 90 FEET W OF A
 RA1248'PINE TREE, WITH TRIANGULAR BLAZE, IN THE FENCE LINE.
 RA1248'
 RA1248'STATION MARK IS A BRONZE STATION DISK WELDED ON THE TOP OF A
 RA1248'2-1/2-INCH CAST-IRON SOIL PIPE WHICH PROJECTS 8 INCHES.  DISK IS
 RA1248'STAMPED IRENE 1945.  NO UNDERGROUND MARK WAS SET.
 RA1248'
 RA1248'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WELDED ON THE TOP OF A
 RA1248'2-1/2-INCH CAST-IRON SOIL PIPE WHICH PROJECTS 8 INCHES AND IS
 RA1248'4-1/2 FEET LOWER THAN THE STATION MARK.  DISK IS STAMPED IRENE NO
 RA1248'1 1945.
 RA1248'
 RA1248'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WELDED ON THE TOP OF A
 RA1248'2-1/2-INCH CAST-IRON SOIL PIPE WHICH PROJECTS 10 INCHES.  DISK
 RA1248'IS STAMPED IRENE NO 2 1945.
 RA1248'
 RA1248'AZIMUTH MARK IS A BRONZE AZIMUTH DISK WELDED ON THE TOP OF A
 RA1248'2-1/2-INCH CAST-IRON SOIL PIPE WHICH PROJECTS 8 INCHES.  IT IS 3/10
 RA1248'MILE ESE OF THE STATION, JUST E OF A GROUP OF TREES, AND 250 FEET
 RA1248'LOWER THAN THE STATION.  DISK IS STAMPED IRENE 1945.
 RA1248
 RA1248                          STATION RECOVERY (1946)
 RA1248
 RA1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1248'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 RA1248'INSTRUMENT STAND, ERECTED IN 1945, WAS FOUND INTACT OVER THE STATION
 RA1248'MARK.  NO DISCREPANCY WAS FOUND IN THE DESCRIPTION FOR REACHING
 RA1248'STATION.  STATION WAS VISITED BY A LIGHTKEEPER ONLY AND NO
 RA1248'MEASUREMENTS WERE TAKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0742 ***********************************************************************
 PZ0742  DESIGNATION -  IRISH
 PZ0742  PID         -  PZ0742
 PZ0742  STATE/COUNTY-  ID/LEMHI
 PZ0742  USGS QUAD   -  NICHOLIA (1987)
 PZ0742
 PZ0742                         *CURRENT SURVEY CONTROL
 PZ0742  ___________________________________________________________________
 PZ0742* NAD 83(1992)-  44 17 38.08056(N)    113 00 37.67020(W)     ADJUSTED  
 PZ0742* NAVD 88     -      2041.3    (meters)    6697.     (feet)  VERTCON   
 PZ0742  ___________________________________________________________________
 PZ0742  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 PZ0742  GEOID HEIGHT-         -10.58  (meters)                     GEOID03
 PZ0742
 PZ0742  HORZ ORDER  -  SECOND
 PZ0742
 PZ0742.The horizontal coordinates were established by classical geodetic methods
 PZ0742.and adjusted by the National Geodetic Survey in July 1992..
 PZ0742
 PZ0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0742
 PZ0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0742
 PZ0742.The geoid height was determined by GEOID03.
 PZ0742
 PZ0742;                    North         East     Units Scale Factor Converg.
 PZ0742;SPC ID C     -   292,327.706   578,970.023   MT  1.00002404   +0 41 27.8
 PZ0742;SPC ID E     -   292,197.749   132,660.698   MT  1.00000312   -0 35 21.4
 PZ0742;UTM  12      - 4,906,483.286   339,609.808   MT  0.99991638   -1 24 15.4
 PZ0742
 PZ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0742!SPC ID C     -   0.99968169  x   1.00002404  =   0.99970572
 PZ0742!SPC ID E     -   0.99968169  x   1.00000312  =   0.99968481
 PZ0742!UTM  12      -   0.99968169  x   0.99991638  =   0.99959810
 PZ0742
 PZ0742:                Primary Azimuth Mark                     Grid Az
 PZ0742:SPC ID C     -  DIAMOND PEAK                             198 10 10.4
 PZ0742:SPC ID E     -  DIAMOND PEAK                             199 26 59.6
 PZ0742:UTM  12      -  DIAMOND PEAK                             200 15 53.6
 PZ0742
 PZ0742|---------------------------------------------------------------------|
 PZ0742| PID    Reference Object                     Distance      Geod. Az  |
 PZ0742|                                                           dddmmss.s |
 PZ0742| PZ0748 DIAMOND PEAK                        APPROX.17.9 KM 1985138.2 |
 PZ0742| CN3763 IRISH RM 2                           25.675 METERS 24600     |
 PZ0742| PZ0751 BELL MOUNTAIN                       APPROX.16.0 KM 2462534.8 |
 PZ0742| CN3762 IRISH RM 1                           26.518 METERS 33520     |
 PZ0742| CN3761 IRISH AZ MK                                        3370347.4 |
 PZ0742|---------------------------------------------------------------------|
 PZ0742
 PZ0742                          SUPERSEDED SURVEY CONTROL
 PZ0742
 PZ0742  NAD 83(1986)-  44 17 38.07680(N)    113 00 37.66414(W) AD(       ) 2
 PZ0742  NAD 27      -  44 17 38.40200(N)    113 00 34.63100(W) AD(       ) 2
 PZ0742  NGVD 29 (07/19/86) 2039.9    (m)         6693.     (f) VERT ANG       
 PZ0742
 PZ0742.Superseded values are not recommended for survey control.
 PZ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0742.See file dsdata.txt to determine how the superseded data were derived.
 PZ0742
 PZ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ3961006483(NAD 83)
 PZ0742_MARKER: DS = TRIANGULATION STATION DISK
 PZ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0742
 PZ0742  HISTORY     - Date     Condition        Report By
 PZ0742  HISTORY     - 1950     MONUMENTED       CGS
 PZ0742  HISTORY     - 1956     GOOD             USGS
 PZ0742
 PZ0742                          STATION DESCRIPTION
 PZ0742
 PZ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0742'STATION IS LOCATED, AIRLINE, ABOUT 32 MILES SOUTHEAST OF LEADORE,
 PZ0742'40 MILES NORTHWEST OF TERRETON, ON THE WEST SIDE OF STATE
 PZ0742'HIGHWAY 28 WHICH RUNS THROUGH THE LEMHI VALLEY.  IT IS ON TOP
 PZ0742'OF A SMALL RISE IN THE HIGHWAY AND AT A SIDE ROAD.
 PZ0742'
 PZ0742'STATION MARK, STAMPED IRISH 1950, IS A STANDARD BRONZE DISK SET
 PZ0742'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 PZ0742'INCHES ABOVE THE GROUND.  IT IS 57 FEET WEST OF THE CENTERLINE
 PZ0742'OF THE HIGHWAY AND 3 FEET HIGHER THAN THE ROAD LEVEL.
 PZ0742'
 PZ0742'REFERENCE MARK NUMBER 1, STAMPED IRISH 1950 NO 1, IS A STANDARD
 PZ0742'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 PZ0742'THAT PROJECTS 3 INCHES ABOVE THE GROUND AND IS AT THE SAME
 PZ0742'ELEVATION AS THE STATION.  IT IS 54 FEET EAST OF THE CENTERLINE
 PZ0742'OF THE HIGHWAY.
 PZ0742'
 PZ0742'REFERENCE MARK NUMBER 2, STAMPED IRISH 1950 NO 2, IS A STANDARD
 PZ0742'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 PZ0742'THAT PROJECTS 3 INCHES ABOVE THE GROUND AND IS 12 INCHES HIGHER
 PZ0742'IN ELEVATION THAN THE STATION.
 PZ0742'
 PZ0742'AZIMUTH MARK, STAMPED IRISH 1950, IS A STANDARD BRONZE DISK SET
 PZ0742'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 PZ0742'INCHES ABOVE THE GROUND.  TO REACH FROM THE STATION, GO NORTH
 PZ0742'ALONG STATE HIGHWAY 28 FOR 1.1 MILES TO A SIDE ROAD ON THE
 PZ0742'RIGHT.  THE AZIMUTH MARK IS 60 FEET SOUTHEAST OF THE INTERSECTION
 PZ0742'OF THE HIGHWAY AND A GRAVELED ROAD, 6 FEET SOUTH OF A SIGN
 PZ0742'STEWART RANCH 4-NICHOLIA MINE 8-T.C. ANDERSON MINING CO.  AND
 PZ0742'3 FEET LOWER THAN THE LEVEL OF THE HIGHWAY.
 PZ0742'
 PZ0742'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 PZ0742'IN LEADORE, FOLLOW STATE HIGHWAY 28 SOUTHEAST FOR 33.6 MILES
 PZ0742'TO WHERE THE HIGHWAY TOPS A SMALL RISE AT A DIM SIDE ROAD
 PZ0742'RIGHT AND THE STATION ON THE RIGHT.
 PZ0742
 PZ0742                          STATION RECOVERY (1956)
 PZ0742
 PZ0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0742'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 PZ0742'INTERSECTED ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1200 ***********************************************************************
 QB1200  DESIGNATION -  IRON
 QB1200  PID         -  QB1200
 QB1200  STATE/COUNTY-  ID/WASHINGTON
 QB1200  USGS QUAD   -  MONROE BUTTE (1987)
 QB1200
 QB1200                         *CURRENT SURVEY CONTROL
 QB1200  ___________________________________________________________________
 QB1200* NAD 83(1992)-  44 33 03.17937(N)    117 01 41.83486(W)     ADJUSTED  
 QB1200* NAVD 88     -      1980.     (meters)    6496.     (feet)  SCALED    
 QB1200  ___________________________________________________________________
 QB1200  LAPLACE CORR-           7.83  (seconds)                    DEFLEC99
 QB1200  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 QB1200
 QB1200  HORZ ORDER  -  SECOND
 QB1200
 QB1200.The horizontal coordinates were established by classical geodetic methods
 QB1200.and adjusted by the National Geodetic Survey in July 1992..
 QB1200
 QB1200.The orthometric height was scaled from a topographic map.
 QB1200
 QB1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1200
 QB1200.The geoid height was determined by GEOID03.
 QB1200
 QB1200;                    North         East     Units Scale Factor Converg.
 QB1200;SPC ID W     -   321,195.213   698,433.442   MT  1.00006015   -0 53 48.7
 QB1200;UTM  11      - 4,933,061.571   497,753.167   MT  0.99960006   -0 01 11.4
 QB1200
 QB1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1200!SPC ID W     -   0.99969216  x   1.00006015  =   0.99975230
 QB1200!UTM  11      -   0.99969216  x   0.99960006  =   0.99929235
 QB1200
 QB1200                          SUPERSEDED SURVEY CONTROL
 QB1200
 QB1200  NAD 83(1991)-  44 33 03.17938(N)    117 01 41.83458(W) AD(       ) 2
 QB1200  NAD 83(1986)-  44 33 03.17896(N)    117 01 41.83428(W) AD(       ) 2
 QB1200  NAD 27      -  44 33 03.59171(N)    117 01 38.21180(W) AD(       ) 2
 QB1200
 QB1200.Superseded values are not recommended for survey control.
 QB1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1200.See file dsdata.txt to determine how the superseded data were derived.
 QB1200
 QB1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9775333062(NAD 83)
 QB1200
 QB1200  HISTORY     - Date     Condition        Report By
 QB1200  HISTORY     - 1915     MONUMENTED       CGS
 QB1200  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 QB1200
 QB1200                          STATION DESCRIPTION
 QB1200
 QB1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 QB1200'SEE STATION IRON
 QB1200
 QB1200                          STATION RECOVERY (1982)
 QB1200
 QB1200'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 QB1200'(ALUMINUM DISK - MARKING UNKNOWN) STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1202 ***********************************************************************
 QB1202  DESIGNATION -  IRON
 QB1202  PID         -  QB1202
 QB1202  STATE/COUNTY-  ID/WASHINGTON
 QB1202  USGS QUAD   -  MONROE BUTTE (1987)
 QB1202
 QB1202                         *CURRENT SURVEY CONTROL
 QB1202  ___________________________________________________________________
 QB1202* NAD 83(1992)-  44 33 02.05207(N)    117 01 42.84272(W)     ADJUSTED  
 QB1202* NAVD 88     -      1980.2    (meters)    6497.     (feet)  VERTCON   
 QB1202  ___________________________________________________________________
 QB1202  LAPLACE CORR-           7.85  (seconds)                    DEFLEC99
 QB1202  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 QB1202
 QB1202  HORZ ORDER  -  FIRST
 QB1202
 QB1202.The horizontal coordinates were established by classical geodetic methods
 QB1202.and adjusted by the National Geodetic Survey in July 1992..
 QB1202
 QB1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1202
 QB1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1202
 QB1202.The geoid height was determined by GEOID03.
 QB1202
 QB1202;                    North         East     Units Scale Factor Converg.
 QB1202;SPC ID W     -   321,160.766   698,410.653   MT  1.00006021   -0 53 49.3
 QB1202;UTM  11      - 4,933,026.795   497,730.918   MT  0.99960006   -0 01 12.1
 QB1202
 QB1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1202!SPC ID W     -   0.99969215  x   1.00006021  =   0.99975234
 QB1202!UTM  11      -   0.99969215  x   0.99960006  =   0.99929233
 QB1202
 QB1202:                Primary Azimuth Mark                     Grid Az
 QB1202:SPC ID W     -  CAIRN 2 MILES N OF STA IRON              003 29 23.9
 QB1202:UTM  11      -  CAIRN 2 MILES N OF STA IRON              002 36 46.7
 QB1202
 QB1202|---------------------------------------------------------------------|
 QB1202| PID    Reference Object                     Distance      Geod. Az  |
 QB1202|                                                           dddmmss.s |
 QB1202| QB1203 CAIRN 2 MILES N OF STA IRON         APPROX. 3.4 KM 0023534.6 |
 QB1202| QB1201 IRONS POINT                          45.790 METERS 02917     |
 QB1202| QB1200 IRON                                 41.300 METERS 03235     |
 QB1202| QB1342 STURGIL PEAK LOOKOUT HOUSE          APPROX.10.3 KM 0413329.6 |
 QB1202| CD7690 IRON RM                              17.288 METERS 04733     |
 QB1202| CD7688 IRON AZ MK                                         2121054.6 |
 QB1202| QB1208 IRON RM 1                            19.936 METERS 23127     |
 QB1202| QB1206 MCCHORD BUTTE CAIRN                 APPROX. 4.3 KM 2511554.7 |
 QB1202| CD7689 IRON RM 2                             6.711 METERS 31104     |
 QB1202|---------------------------------------------------------------------|
 QB1202
 QB1202                          SUPERSEDED SURVEY CONTROL
 QB1202
 QB1202  NAD 83(1991)-  44 33 02.05209(N)    117 01 42.84244(W) AD(       ) 1
 QB1202  NAD 83(1986)-  44 33 02.05166(N)    117 01 42.84214(W) AD(       ) 1
 QB1202  NAD 27      -  44 33 02.46442(N)    117 01 39.21965(W) AD(       ) 1
 QB1202  NGVD 29 (11/04/91) 1979.1    (m)         6493.     (f) VERT ANG       
 QB1202
 QB1202.Superseded values are not recommended for survey control.
 QB1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1202.See file dsdata.txt to determine how the superseded data were derived.
 QB1202
 QB1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9773133027(NAD 83)
 QB1202_MARKER: DS = TRIANGULATION STATION DISK
 QB1202_SETTING: 80 = SET IN A BOULDER
 QB1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1202+STABILITY: SURFACE MOTION
 QB1202
 QB1202  HISTORY     - Date     Condition        Report By
 QB1202  HISTORY     - 1916     MONUMENTED       CGS
 QB1202  HISTORY     - 1945     SEE DESCRIPTION  CGS
 QB1202  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QB1202  HISTORY     - 1954     SEE DESCRIPTION  USGS
 QB1202  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QB1202  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 QB1202
 QB1202                          STATION DESCRIPTION
 QB1202
 QB1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (CVH)
 QB1202'ABOUT 1 MILE S OF MINERAL, 6 MILES E OF THE SNAKE RIVER, 22 MILES,
 QB1202'AIRLINE, AND 27 MILES BY ROAD N OF WEISER, ON A BALD PEAK
 QB1202'KNOWN AS IRON MOUNTAIN, THE NE AND HIGHER OF TWO PEAKS WHOSE
 QB1202'TOPS ARE NEARLY LEVEL.  AN OLD FREIGHT ROAD LEADING FROM WEISER
 QB1202'TO MINERAL PASSES AROUND THE PEAK ABOUT 250 METERS (820 FEET) S
 QB1202'OF THE STATION AND 300 FEET BELOW IT.  THIS ROAD IS KNOWN AS THE
 QB1202'JENKINS CREEK AND SHEEP CREEK ROAD.  THE STATION IS MARKED
 QB1202'BY A BRONZE TABLET IN A BOULDER AS DESCRIBED IN NOTE 5, WITH
 QB1202'REFERENCE MARK, A BRONZE TABLET IN A BOULDER, NOTE 12D.
 QB1202
 QB1202                          STATION RECOVERY (1945)
 QB1202
 QB1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1202'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN FAIR CONDITION.
 QB1202'THE STATION MARK AND REFERENCE MARK WERE RECEMENTED AND
 QB1202'TWO ADDITIONAL REFERENCE MARKS WERE ESTABLISHED AT THE STATION.
 QB1202'AN AZIMUTH MARK WAS ESTABLISHED 0.75 MILE SSW OF THE STATION
 QB1202'ON A HIGH POINT OF A LOAF-SHAPED RIDGE EXTENDING S FROM THE
 QB1202'W PEAK OF IRON MOUNTAIN.  A NEW ROUTE WAS FOUND TO THE STATION
 QB1202'AND IS ENTERED IN THE DESCRIPTION THAT FOLLOWS--
 QB1202'
 QB1202'A CONNECTION WAS MADE TO IRONS POINT, A LONE PINE TREE AT THE N
 QB1202'EDGE OF THE PEAK, ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY.
 QB1202'A U.S. GEOLOGICAL SURVEY ALUMINUM REFERENCE-MARK DISK, 41.30
 QB1202'METERS (135.5 FEET), 212 DEG 35 MIN 30 SEC IN AZIMUTH, WAS NOT
 QB1202'RECOVERED, AND IS PRESUMED LOST.
 QB1202'
 QB1202'THE STATION IS LOCATED ABOUT 2 MILES ESE OF MINERAL, 6 MILES
 QB1202'E OF THE SNAKE RIVER, AND 22 MILES N OF WEISER, ON THE SUMMIT
 QB1202'OF A BALD PEAK KNOWN AS IRON MOUNTAIN.  THE MOUNTAIN HAS TWO
 QB1202'HIGH PEAKS OF EQUAL ELEVATION AND THE STATION MARK, A BRONZE
 QB1202'DISK, IS SET IN A BURIED BOULDER ON THE HIGHEST POINT OF THE
 QB1202'E PEAK.  THE MARK IS NOT STAMPED.  (NOTE 5A)
 QB1202'
 QB1202'THE REFERENCE MARK ESTABLISHED IN 1916, IS AN OLD TYPE BRONZE
 QB1202'TABLET SET IN A PROTRUDING BOULDER ON THE NE SHOULDER OF THE
 QB1202'PEAK.  THE BOULDER PROJECTS ABOUT 12 INCHES AND THE MARK IS
 QB1202'ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK IS NOT STAMPED.
 QB1202'(NOTE 12D)
 QB1202'
 QB1202'REFERENCE MARK 1, STAMPED IRON NO 1 1945, IS A BRONZE REFERENCE
 QB1202'DISK SET IN ROCK OUTCROP ON THE SW SLOPE OF THE PEAK.  THE
 QB1202'ROCK PROJECTS ABOUT 18 INCHES AND THE MARK IS ABOUT 2-1/2 FEET
 QB1202'LOWER THAN THE STATION.  (NOTE 12B)
 QB1202'
 QB1202'REFERENCE MARK 2, STAMPED IRON NO 2 1945, IS A BRONZE REFERENCE
 QB1202'DISK SET IN A BURIED BOULDER ON THE CREST OF THE PEAK, AND
 QB1202'IS FLUSH WITH THE GROUND.  THE MARK IS 6 INCHES LOWER THAN
 QB1202'THE STATION.  (NOTE 12C)
 QB1202'
 QB1202'THE AZIMUTH MARK, STAMPED IRON 1945, IS A BRONZE AZIMUTH
 QB1202'DISK SET IN ROCK OUTCROP THAT PROJECTS ABOUT 6 INCHES.  IT IS
 QB1202'4 FEET LOWER AND 35 FEET NNW OF THE HIGH POINT AT THE S END OF A
 QB1202'LOAF-SHAPED RIDGE THAT EXTENDS S FROM THE W PEAK OF IRON MOUNTAIN.
 QB1202'A 3-FOOT CAIRN WAS BUILT OVER THE MARK.  (NOTE 12B)
 QB1202'
 QB1202'TO REACH THE STATION FROM MANN CREEK STORE WHICH IS ABOUT
 QB1202'10 MILES N OF WEISER ALONG U.S. HIGHWAY 95, GO N TOWARDS
 QB1202'LEWISTON FOR 1.3 MILES TO A DIRT ROAD LEADING LEFT AND A SIGN
 QB1202'ON THE RIGHT MANN CREEK R.S.  TURN LEFT (W) AND FOLLOW THE
 QB1202'MAIN-TRAVELED ROAD W AND N FOR 10.5 MILES TO THE MANN CREEK
 QB1202'RANGER STATION.  AT THE RANGER STATION CONTINUE AHEAD ON THE
 QB1202'DIRT ROAD FOR 0.4 MILE TO A ROAD LEADING LEFT UP THE RIGHT
 QB1202'SIDE OF STACEY CREEK.  TURN LEFT (W) AND FOLLOW THE TRAIL
 QB1202'ROAD 5.45 MILES TO A CROSS ROADS AT THE SUMMIT OF A HIGH
 QB1202'RIDGE AND SIGN AT CROSS ROADS 3 WOLF CREEK - 4TH OF JULY
 QB1202'CREEK, AND END OF TRUCK TRAVEL TO THE STATION.  PACK W ALONG
 QB1202'CREST OF RIDGE ON THE RIGHT (N), TO THE HIGHEST PEAK
 QB1202'IN THE IMMEDIATE VICINITY AND STATION ON SUMMIT OF E PEAK
 QB1202'OF IRON MOUNTAIN.  ABOUT A 30-MINUTE PACK, ABOUT 300 FEET
 QB1202'ELEVATION GAINED.
 QB1202'
 QB1202'TO REACH THE AZIMUTH MARK FROM THE CROSS ROADS, GO W AND S
 QB1202'FOR 0.8 MILE ON THE ROAD TOWARDS WOLF CREEK TO THE BASE OF
 QB1202'A HIGH RIDGE AND END OF TRUCK TRAVEL.  PACK W UP THE STEEP
 QB1202'SLOPE TO THE SUMMIT OF A HIGH POINT ON THE RIDGE AND AZIMUTH
 QB1202'MARK IN BASE OF CAIRN.  ABOUT 20-MINUTES PACK.
 QB1202'
 QB1202'CONDITION OF ROAD ALONG STACEY CREEK SHOULD BE OBTAINED FROM
 QB1202'THE RANGER STATION AS SEVERAL ROUTES ARE AVAILABLE TO REACH THE
 QB1202'DESCRIBED CROSS ROADS AT THE END OF TRUCK TRAVEL.
 QB1202
 QB1202                          STATION RECOVERY (1946)
 QB1202
 QB1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (DHK)
 QB1202'STATION WAS RECOVERED BY A LIGHTKEEPER FROM THE 1916 DESCRIPTION
 QB1202'AND MARK WAS FOUND IN GOOD CONDITION.  STATION WAS NOT OCCUPIED
 QB1202'BY AN OBSERVING PARTY AND THE 1945 DESCRIPTION NOT BEING
 QB1202'AVAILABLE, A NEW DESCRIPTION IS NOT BEING WRITTEN.  STATION
 QB1202'WAS OBSERVED ON FOR A CHECK ANGLE.
 QB1202
 QB1202                          STATION RECOVERY (1954)
 QB1202
 QB1202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QB1202'LIST OF USGS, 1950--STATION FOUND AS DESCRIBED WITH FOLLOWING
 QB1202'EXCEPTIONS - STATION MARK HAS BEEN DESTROYED AND REMOVED.  THE SITE
 QB1202'OF STATION MARK WAS RELOCATED FROM DISTANCES TO REFERENCE MARKS.
 QB1202'--IRON POINT-- R.M. (UNSTAMPED) (ALSO RECOVERED), WAS FOUND.
 QB1202'
 QB1202'LIST OF USGS, 1954--FOUND AS DESCRIBED BY USGS, 1950.
 QB1202'
 QB1202'1966 NGS RECOVERY LISTED IN NGS QUAD 44117-1, STATION 1003.
 QB1202'
 QB1202'STATION MARK--A BRONZE DISK SET IN A BURIED BOULDER ON THE HIGHEST
 QB1202'POINT OF THE E. PEAK.  THE MARK IS NOT STAMPED.
 QB1202
 QB1202                          STATION RECOVERY (1966)
 QB1202
 QB1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1202'REFERENCE MARKS 1 AND 3 WERE RECOVERED AS DESCRIBED AND ARE
 QB1202'IN GOOD CONDITION.  THE STATION MARK WAS BROKEN FROM THE
 QB1202'BOULDER AND REFERENCE MARK 2 HAS BEEN DESTROYED.  IRON 2 WAS
 QB1202'ESTABLISHED IN THE NEAR VICINITY OF THE OLD STATION AT THIS TIME.
 QB1202'
 QB1202'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES
 QB1202'NORTH OF WEISER
 QB1202
 QB1202                          STATION RECOVERY (1982)
 QB1202
 QB1202'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 QB1202'(UNMARKED) STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0729 ***********************************************************************
 QZ0729  DESIGNATION -  IRON
 QZ0729  PID         -  QZ0729
 QZ0729  STATE/COUNTY-  ID/IDAHO
 QZ0729  USGS QUAD   -  IRON MOUNTAIN (1995)
 QZ0729
 QZ0729                         *CURRENT SURVEY CONTROL
 QZ0729  ___________________________________________________________________
 QZ0729* NAD 83(1992)-  45 58 04.28972(N)    115 32 30.37507(W)     ADJUSTED  
 QZ0729* NAVD 88     -      2077.8    (meters)    6817.     (feet)  VERTCON   
 QZ0729  ___________________________________________________________________
 QZ0729  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 QZ0729  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 QZ0729
 QZ0729  HORZ ORDER  -  THIRD
 QZ0729
 QZ0729.The horizontal coordinates were established by classical geodetic methods
 QZ0729.and adjusted by the National Geodetic Survey in July 1992..
 QZ0729
 QZ0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0729
 QZ0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0729
 QZ0729.The geoid height was determined by GEOID03.
 QZ0729
 QZ0729;                    North         East     Units Scale Factor Converg.
 QZ0729;SPC ID W     -   477,889.033   816,138.377   MT  0.99993653   +0 08 58.9
 QZ0729;UTM  11      - 5,091,510.085   612,979.025   MT  0.99975692   +1 02 54.6
 QZ0729
 QZ0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0729!SPC ID W     -   0.99967680  x   0.99993653  =   0.99961335
 QZ0729!UTM  11      -   0.99967680  x   0.99975692  =   0.99943380
 QZ0729
 QZ0729:                Primary Azimuth Mark                     Grid Az
 QZ0729:SPC ID W     -  O HARA POINT                             049 33 29.6
 QZ0729:UTM  11      -  O HARA POINT                             048 39 33.9
 QZ0729
 QZ0729|---------------------------------------------------------------------|
 QZ0729| PID    Reference Object                     Distance      Geod. Az  |
 QZ0729|                                                           dddmmss.s |
 QZ0729| RY0940 O HARA POINT                        APPROX. 6.1 KM 0494228.5 |
 QZ0729| CH6821 IRON RM 1                             4.956 METERS 20447     |
 QZ0729| CH6822 IRON RM 2                            17.977 METERS 33556     |
 QZ0729|---------------------------------------------------------------------|
 QZ0729
 QZ0729                          SUPERSEDED SURVEY CONTROL
 QZ0729
 QZ0729  NAD 83(1986)-  45 58 04.29331(N)    115 32 30.37277(W) AD(       ) 3
 QZ0729  NAD 27      -  45 58 04.63101(N)    115 32 26.88573(W) AD(       ) 3
 QZ0729  NGVD 29 (07/19/86) 2076.6    (m)         6813.     (f) VERT ANG       
 QZ0729
 QZ0729.Superseded values are not recommended for survey control.
 QZ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0729.See file dsdata.txt to determine how the superseded data were derived.
 QZ0729
 QZ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL1297991510(NAD 83)
 QZ0729_MARKER: DD = SURVEY DISK
 QZ0729_SETTING: 80 = SET IN A BOULDER
 QZ0729_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QZ0729
 QZ0729  HISTORY     - Date     Condition        Report By
 QZ0729  HISTORY     - 1965     MONUMENTED       USGS
 QZ0729
 QZ0729                          STATION DESCRIPTION
 QZ0729
 QZ0729'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 QZ0729'LOCATED ABOUT 11.1 MI NW. OF ELK CITY, 8.7 MI S. OF SELWAY RIVER,
 QZ0729'8.1 MI SE. OF LOOKOUT BUTTE.  ON HIGHEST PART OF IRON MTN.
 QZ0729'
 QZ0729'TO REACH FROM ELK CITY POST OFFICE, DRIVE 0.3 MI W. TO DIRT RD.
 QZ0729'ON RIGHT.  TURN RIGHT ON RD. MARKED ELK SUMMIT LOT AND DRIVE 2.9
 QZ0729'MI TO FORK.  TAKE LEFT FORK 4.8 MI TO FORK.  TAKE RIGHT FORK 1.5 MI
 QZ0729'TO T-RD. ON RIGHT TO ELK SUMMIT LOT, CONTINUE STRAIGHT AHEAD 3.3
 QZ0729'MI TO T-RD. RIGHT, STAY ON MAIN RD. STRAIGHT AHEAD 0.9 MI TO
 QZ0729'FORK.  TAKE RIGHT FORK MARKED IRON MTN 3.5 MI TO TOP AND STATION
 QZ0729'ABOUT 30 FT. E. OF DIRT RD., ON OPEN AND HIGHEST PART OF IRON
 QZ0729'MTN.
 QZ0729'
 QZ0729'STATION MARK--STANDARD TABLET STAMPED---IRON 1965---, SET IN ROCK
 QZ0729'IN PLACE.
 QZ0729'
 QZ0729'RM 1--STANDARD RM TABLET STAMPED---NO 1 1965---, SET IN ROCK IN
 QZ0729'PLACE.
 QZ0729'
 QZ0729'RM 2--STANDARD RM TABLET STAMPED---NO 2 1965---, SET IN ROCK IN
 QZ0729'PLACE ABOUT 3 FT. E. OF DIRT RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1199 ***********************************************************************
 QB1199  DESIGNATION -  IRON 2
 QB1199  PID         -  QB1199
 QB1199  STATE/COUNTY-  ID/WASHINGTON
 QB1199  USGS QUAD   -  MONROE BUTTE (1987)
 QB1199
 QB1199                         *CURRENT SURVEY CONTROL
 QB1199  ___________________________________________________________________
 QB1199* NAD 83(1992)-  44 33 02.02635(N)    117 01 42.83600(W)     ADJUSTED  
 QB1199* NAVD 88     -      1980.2    (meters)    6497.     (feet)  VERTCON   
 QB1199  ___________________________________________________________________
 QB1199  LAPLACE CORR-           7.85  (seconds)                    DEFLEC99
 QB1199  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 QB1199
 QB1199  HORZ ORDER  -  FIRST
 QB1199
 QB1199.The horizontal coordinates were established by classical geodetic methods
 QB1199.and adjusted by the National Geodetic Survey in July 1992..
 QB1199
 QB1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1199
 QB1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1199
 QB1199.The geoid height was determined by GEOID03.
 QB1199
 QB1199;                    North         East     Units Scale Factor Converg.
 QB1199;SPC ID W     -   321,159.970   698,410.789   MT  1.00006021   -0 53 49.3
 QB1199;UTM  11      - 4,933,026.002   497,731.066   MT  0.99960006   -0 01 12.1
 QB1199
 QB1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1199!SPC ID W     -   0.99969215  x   1.00006021  =   0.99975234
 QB1199!UTM  11      -   0.99969215  x   0.99960006  =   0.99929233
 QB1199
 QB1199|---------------------------------------------------------------------|
 QB1199| PID    Reference Object                     Distance      Geod. Az  |
 QB1199|                                                           dddmmss.s |
 QB1199| CD7690 IRON RM                              17.764 METERS 04518     |
 QB1199| CD7688 IRON AZ MK                                         2121253.8 |
 QB1199| QB1208 IRON RM 1                            19.570 METERS 23333     |
 QB1199|---------------------------------------------------------------------|
 QB1199
 QB1199                          SUPERSEDED SURVEY CONTROL
 QB1199
 QB1199  NAD 83(1991)-  44 33 02.02639(N)    117 01 42.83568(W) AD(       ) 1
 QB1199  NAD 83(1986)-  44 33 02.02598(N)    117 01 42.83536(W) AD(       ) 1
 QB1199  NAD 27      -  44 33 02.43820(N)    117 01 39.21330(W) AD(       ) 1
 QB1199  NGVD 29 (07/19/86) 1979.1    (m)         6493.     (f) VERT ANG       
 QB1199
 QB1199.Superseded values are not recommended for survey control.
 QB1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1199.See file dsdata.txt to determine how the superseded data were derived.
 QB1199
 QB1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9773133026(NAD 83)
 QB1199_MARKER: Z = SEE DESCRIPTION
 QB1199_SETTING: 0 = UNSPECIFIED SETTING
 QB1199
 QB1199  HISTORY     - Date     Condition        Report By
 QB1199  HISTORY     - 1966     MONUMENTED       CGS
 QB1199  HISTORY     - 1982     GOOD             LOCENG
 QB1199
 QB1199                          STATION DESCRIPTION
 QB1199
 QB1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1199'THE STATION IS LOCATED ABOUT 22 MILES NORTH OF WEISER, 6 MILES
 QB1199'EAST OF SNAKE RIVER, ON A BALD PEAK KNOWN AS IRON MONUMENT
 QB1199'A SMALL RIDGE TO THE NORTH OF STATION HAS LARGE TREES ON THE
 QB1199'NORTH SIDE.
 QB1199'
 QB1199'TO REACH THE STATION FROM MANN CREEK STORE, WHICH IS ABOUT
 QB1199'10 MILES NORTH OR WEISER, GO NORTH ON U.S. HIGHWAY 95 FOR 1.3
 QB1199'MILES TO A SIDE ROAD LEFT AND SIGN MANN CREEK R.S.  TURN LEFT
 QB1199'AND GO WEST AND NORTH FOR 10.5 MILES TO THE MANN CREEK R.S.,
 QB1199'CONTINUE NORTH FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 QB1199'ALONG THE NORTH SIDE OF STACEY CREEK AND GO UP STEEP ONE WAY
 QB1199'ROAD FOR 5.45 MILE TO A CROSS ROADS AND SIGN 3 WOLF CREEK,
 QB1199'4TH OF JULY CREEK.  TURN RIGHT AND THEN SHARP LEFT AND GO UP
 QB1199'STEEP ROAD FOR 0.8 MILE TO THE END OF TRUCK TRAVEL.  FROM
 QB1199'HERE PACK SOUTH UPHILL FOR ABOUT 10 MINUTES TO STATION AND
 QB1199'THE SOUTH ONE OF TWO PEAKS.  FROM THE CROSS ROADS AND PER SIGN
 QB1199'CONTINUE WESTERLY AND SOUTH FOR 0.8 MILE THENCE PACK
 QB1199'NORTHWEST UP STEEP RIDGE TO THE HIGHEST PART OF RIDGE AND
 QB1199'AZIMUTH MARK.  ABOUT A 20 MINUTE PACK TO THE AZIMUTH MARK.
 QB1199'
 QB1199'STATION MARK, IS A STANDARD DISK, STAMPED IRON 2 1966, BRAZED
 QB1199'TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS 1 FOOT
 QB1199'ABOVE THE GROUND AND ON THE HIGHEST PART OF THE SOUTH ONE OF
 QB1199'TWO PEAKS.
 QB1199'
 QB1199'REFERENCE MARK NUMBER 1, IS A STANDARD DISK, STAMPED IRON NO
 QB1199'1 1945 CEMENTED IN A DRILL HOLE IN OUTCROP ON THE WEST SIDE
 QB1199'OF RIDGE, 12 FEET NORTH OF A SMALL PINE TREE, IT IS ABOUT
 QB1199'3 FEET LOWER THAN THE STATION.
 QB1199'
 QB1199'REFERENCE MARK, WAS ESTABLISHED IN 1916, IT HAS NO STAMPING
 QB1199'ON THE OLD TIME BRASS MARK, CEMENTED IN A DRILL HOLE IN A
 QB1199'OUTCROPP AND IS ON THE SOUTHEAST SIDE OF PEAK, ABOUT 3 FEET
 QB1199'LOWER THAN THE STATION.
 QB1199'
 QB1199'AZIMUTH MARK, IS A STANDARD DISK, STAMPED, IRON 1945, CEMENTED
 QB1199'IN A DRILL HOLE IN A OUTCROP ON THE HIGHEST PART OF RIDGE,
 QB1199'SOUTH-SOUTHWEST OF THE STATION, THIS RIDGE IS LOWER THAN THE
 QB1199'STATION.
 QB1199
 QB1199                          STATION RECOVERY (1982)
 QB1199
 QB1199'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 QB1199'IRON 2 1966 RECOVERED GOOD.
 QB1199'
 QB1199'ALTHOUGH 3/4 OF THE SURFACE MORTAR ON R.M. 1 (STAMPED IRON NO 1
 QB1199'1945) IS GONE, DISK IS FIRM AND MARK IS IN GOOD CONDITION.  THE
 QB1199'UNMARKED R.M. (IRON R.M. 1916) AND THE AZIMUTH MARK (STAMPED IRON
 QB1199'1945) ARE IN GOOD CONDITION.  THERE WAS NO EVIDENCE OF A CAIRN
 QB1199'AT THE AZIMUTH MARK.  THE TO REACH INSTRUCTIONS ARE ADEQUATE, BUT
 QB1199'THE FOURTH OF JULY CREEK ROAD IS NOW SUPERIOR TO THE STACY CREEK
 QB1199'ROAD, AND ALTHOUGH SLIGHTLY LONGER, THE FOURTH OF JULY CREEK
 QB1199'WOULD BE A BETTER ACCESS.  THERE IS NO SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0918 ***********************************************************************
 TO0918  DESIGNATION -  IRON MOUNTAIN
 TO0918  PID         -  TO0918
 TO0918  STATE/COUNTY-  ID/BOUNDARY
 TO0918  USGS QUAD   -  CLIFTY MTN (1996)
 TO0918
 TO0918                         *CURRENT SURVEY CONTROL
 TO0918  ___________________________________________________________________
 TO0918* NAD 83(1992)-  48 33 55.73471(N)    116 12 15.17811(W)     ADJUSTED  
 TO0918* NAVD 88     -      1959.9    (meters)    6430.     (feet)  VERTCON   
 TO0918  ___________________________________________________________________
 TO0918  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 TO0918  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 TO0918
 TO0918  HORZ ORDER  -  THIRD
 TO0918
 TO0918.The horizontal coordinates were established by classical geodetic methods
 TO0918.and adjusted by the National Geodetic Survey in July 1992..
 TO0918
 TO0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 TO0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TO0918
 TO0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0918
 TO0918.The geoid height was determined by GEOID03.
 TO0918
 TO0918;                    North         East     Units Scale Factor Converg.
 TO0918;SPC ID W     -   766,741.789   766,478.320   MT  0.99994713   -0 20 25.9
 TO0918;UTM  11      - 5,379,459.969   558,710.041   MT  0.99964235   +0 35 47.9
 TO0918
 TO0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0918!SPC ID W     -   0.99969546  x   0.99994713  =   0.99964261
 TO0918!UTM  11      -   0.99969546  x   0.99964235  =   0.99933792
 TO0918
 TO0918:                Primary Azimuth Mark                     Grid Az
 TO0918:SPC ID W     -  DOUST                                    348 06 00.5
 TO0918:UTM  11      -  DOUST                                    347 09 46.7
 TO0918
 TO0918|---------------------------------------------------------------------|
 TO0918| PID    Reference Object                     Distance      Geod. Az  |
 TO0918|                                                           dddmmss.s |
 TO0918| TO0916 DOUST                               APPROX. 5.6 KM 3474534.6 |
 TO0918|---------------------------------------------------------------------|
 TO0918
 TO0918                          SUPERSEDED SURVEY CONTROL
 TO0918
 TO0918  NAD 83(1986)-  48 33 55.74443(N)    116 12 15.17404(W) AD(       ) 3
 TO0918  NAD 27      -  48 33 55.97337(N)    116 12 11.50370(W) AD(       ) 3
 TO0918  NGVD 29 (07/19/86) 1958.6    (m)         6426.     (f) VERT ANG       
 TO0918
 TO0918.Superseded values are not recommended for survey control.
 TO0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0918.See file dsdata.txt to determine how the superseded data were derived.
 TO0918
 TO0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5871079460(NAD 83)
 TO0918_MARKER: DD = SURVEY DISK
 TO0918_SETTING: 66 = SET IN ROCK OUTCROP
 TO0918_SP_SET: SET IN ROCK OUTCROP
 TO0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0918+STABILITY: POSITION/ELEVATION WELL
 TO0918
 TO0918  HISTORY     - Date     Condition        Report By
 TO0918  HISTORY     - 1964     MONUMENTED       USGS
 TO0918
 TO0918                          STATION DESCRIPTION
 TO0918
 TO0918'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 TO0918'LOCATED 10 MI. (AIRLINE) SE. OF BONNERS FERRY, 8 MI. SW. OF LEONIA,
 TO0918'3.5 MI. SW. OF CLIFTY MTN., IN THE SE. CORNER OF SECTION 9, T 60 N,
 TO0918'R 2 E, ON THE HIGHEST POINT OF IRON MTN. ABOUT 40 FT. W. OF THE OLD
 TO0918'LOOKOUT TOWER SITE.
 TO0918'
 TO0918'TO REACH FROM LEONIA, DRIVE UP BOULDER CREEK TO U.S. FOREST SERVICE
 TO0918'TRAIL 443, THENCE BY TRAIL TO TOP AND STATION.
 TO0918'
 TO0918'REACHED BY HELICOPTER.
 TO0918'
 TO0918'STATION MARK--A STANDARD TABLET STAMPED---IRON MTN 1964---, SET IN
 TO0918'A ROCK OUTCROP.
 TO0918'
 TO0918'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 TO0918'1964---, SET IN THE SW. CONCRETE ABUTMENT OF THE OLD TOWER LEG, 34.11
 TO0918'FT. FROM STATION MARK, N 86 DEG 43 MIN E.
 TO0918'
 TO0918'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 TO0918'1964---, SET IN A ROCK OUTCROP SLOPING N. FROM THE STATION, 12.98 FT.
 TO0918'FROM STATION MARK, N 47 DEG 21 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0915 ***********************************************************************
 TO0915  DESIGNATION -  IRON MOUNTAIN LOOKOUT
 TO0915  PID         -  TO0915
 TO0915  STATE/COUNTY-  ID/BOUNDARY
 TO0915  USGS QUAD   -  CLIFTY MTN (1996)
 TO0915
 TO0915                         *CURRENT SURVEY CONTROL
 TO0915  ___________________________________________________________________
 TO0915* NAD 83(1992)-  48 33 55.87346(N)    116 12 14.51455(W)     ADJUSTED  
 TO0915* NAVD 88     -                                                        
 TO0915  ___________________________________________________________________
 TO0915  LAPLACE CORR-           7.68  (seconds)                    DEFLEC99
 TO0915  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 TO0915
 TO0915  HORZ ORDER  -  THIRD
 TO0915
 TO0915.The horizontal coordinates were established by classical geodetic methods
 TO0915.and adjusted by the National Geodetic Survey in July 1992..
 TO0915
 TO0915
 TO0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0915
 TO0915.The geoid height was determined by GEOID03.
 TO0915
 TO0915;                    North         East     Units Scale Factor Converg.
 TO0915;SPC ID W     -   766,745.994   766,491.949   MT  0.99994712   -0 20 25.4
 TO0915;UTM  11      - 5,379,464.394   558,723.594   MT  0.99964237   +0 35 48.4
 TO0915
 TO0915                          SUPERSEDED SURVEY CONTROL
 TO0915
 TO0915  NAD 83(1986)-  48 33 55.88261(N)    116 12 14.51278(W) AD(       ) 4
 TO0915  NAD 27      -  48 33 56.11091(N)    116 12 10.84491(W) AD(       ) 3
 TO0915
 TO0915.Superseded values are not recommended for survey control.
 TO0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0915.See file dsdata.txt to determine how the superseded data were derived.
 TO0915
 TO0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP5872479464(NAD 83)
 TO0915
 TO0915  HISTORY     - Date     Condition        Report By
 TO0915  HISTORY     - UNK      MONUMENTED
 TO0915  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TO0915
 TO0915                          STATION DESCRIPTION
 TO0915
 TO0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 TO0915'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0988 ***********************************************************************
 OZ0988  DESIGNATION -  IRON MT
 OZ0988  PID         -  OZ0988
 OZ0988  STATE/COUNTY-  ID/CAMAS
 OZ0988  USGS QUAD   -  JUMBO MTN (1976)
 OZ0988
 OZ0988                         *CURRENT SURVEY CONTROL
 OZ0988  ___________________________________________________________________
 OZ0988* NAD 83(1992)-  43 32 17.76535(N)    115 02 41.71693(W)     ADJUSTED  
 OZ0988* NAVD 88     -      2955.3    (meters)    9696.     (feet)  VERTCON   
 OZ0988  ___________________________________________________________________
 OZ0988  LAPLACE CORR-          10.14  (seconds)                    DEFLEC99
 OZ0988  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 OZ0988
 OZ0988  HORZ ORDER  -  FIRST
 OZ0988
 OZ0988.The horizontal coordinates were established by classical geodetic methods
 OZ0988.and adjusted by the National Geodetic Survey in July 1992..
 OZ0988
 OZ0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0988
 OZ0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0988
 OZ0988.The geoid height was determined by GEOID03.
 OZ0988
 OZ0988;                    North         East     Units Scale Factor Converg.
 OZ0988;SPC ID C     -   208,426.416   415,547.822   MT  1.00003507   -0 43 11.4
 OZ0988;UTM  11      - 4,822,448.160   657,958.772   MT  0.99990691   +1 20 49.2
 OZ0988
 OZ0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0988!SPC ID C     -   0.99953894  x   1.00003507  =   0.99957400
 OZ0988!UTM  11      -   0.99953894  x   0.99990691  =   0.99944590
 OZ0988
 OZ0988|---------------------------------------------------------------------|
 OZ0988| PID    Reference Object                     Distance      Geod. Az  |
 OZ0988|                                                           dddmmss.s |
 OZ0988| CD5807 IRON MT RM 1                          9.146 METERS 02822     |
 OZ0988| OZ0975 COUCH                               APPROX.21.4 KM 0992006.2 |
 OZ0988| CD5808 IRON MT RM 2                         13.634 METERS 24334     |
 OZ0988|---------------------------------------------------------------------|
 OZ0988
 OZ0988                          SUPERSEDED SURVEY CONTROL
 OZ0988
 OZ0988  NAD 83(1986)-  43 32 17.76518(N)    115 02 41.71334(W) AD(       ) 1
 OZ0988  NAD 27      -  43 32 18.13200(N)    115 02 38.45500(W) AD(       ) 1
 OZ0988  NGVD 29 (07/19/86) 2954.0    (m)         9692.     (f) VERT ANG       
 OZ0988
 OZ0988.Superseded values are not recommended for survey control.
 OZ0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0988.See file dsdata.txt to determine how the superseded data were derived.
 OZ0988
 OZ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ5795922448(NAD 83)
 OZ0988_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ0988_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0988_SP_SET: SET IN ROCK OUTCROP
 OZ0988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0988+STABILITY: POSITION/ELEVATION WELL
 OZ0988
 OZ0988  HISTORY     - Date     Condition        Report By
 OZ0988  HISTORY     - 1935     MONUMENTED       CGS
 OZ0988  HISTORY     - 1939     GOOD             CGS
 OZ0988  HISTORY     - 1970     GOOD             USGS
 OZ0988
 OZ0988                          STATION DESCRIPTION
 OZ0988
 OZ0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 OZ0988'ON IRON MOUNTAIN, ONE OF THE HIGHEST PEAKS OF THE SOLDIER
 OZ0988'MOUNTAINS, ON THE NORTHWEST END OF THIS RANGE, ABOUT 8 PACES
 OZ0988'FROM THE NORTHWEST CORNER OF THE LOOKOUT HOUSE AND IN MAGNETIC
 OZ0988'AZIMUTH 357 DEGREES.
 OZ0988'
 OZ0988'TO REACH FROM FEATHERVILLE, TAKE ROAD UP THE SOUTH FORK BOISE
 OZ0988'RIVER FOR APPROXIMATELY 13 MILES TO A NARROW BRIDGE ACROSS
 OZ0988'THE RIVER, THENCE DOWN THE OPPOSITE SIDE OF THE RIVER TO
 OZ0988'BEAVER CREEK, OR BY FORDING THE RIVER 1/2 MILE ABOVE THE
 OZ0988'RANCH HOUSES OF MUGS HOWLAND, THENCE UP THE U.S. FOREST SERVICE
 OZ0988'BEAVER CREEK TRAIL TO THE IRON MOUNTAIN LOOKOUT HOUSE.  THE
 OZ0988'TRAIL FOLLOWS THE TELEPHONE LINE.  ABOUT A 5-HOUR HORSE PACK.
 OZ0988'
 OZ0988'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OZ0988'OUTCROPPING BEDROCK AS DESCRIBED.
 OZ0988'
 OZ0988'RECOVERY NOTE ON IRON MT., FOLLOWING, WOULD INDICATE PROBABLE
 OZ0988'SLOPE DISTANCES.
 OZ0988
 OZ0988                          STATION RECOVERY (1939)
 OZ0988
 OZ0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ANS)
 OZ0988'ALL MARKS RECOVERED IN GOOD CONDITION.  THE STATION IS 10.0
 OZ0988'MILES, AIRLINE, SOUTHEAST OF FEATHERVILLE, 3.0 MILES, AIRLINE,
 OZ0988'SOUTH OF THE SOUTH FORK BOISE RIVER, ON THE SUMMIT OF IRON
 OZ0988'MOUNTAIN, WHICH IS THE NORTHWEST PEAK OF THE SOLDIER MOUNTAINS,
 OZ0988'ABOUT 7.5 METERS NORTH-NORTHEAST OF THE CORNER OF THE LOOKOUT
 OZ0988'HOUSE, IN MAGNETIC AZIMUTH OF 357 DEGREES, FLUSH WITH THE
 OZ0988'GROUND, AND STAMPED IRON MT. 1935.  U.S. FOREST SERVICE MAP
 OZ0988'ELEVATION IS 9,714 FEET.  IRON MOUNTAIN IS NOT AS HIGH AS
 OZ0988'PEAKS TO THE SOUTHEAST IN THE SAME RANGE.
 OZ0988'
 OZ0988'TO REACH FROM FEATHERVILLE, FOLLOW THE ROAD EAST UP THE
 OZ0988'SOUTH FORK BOISE RIVER FOR 6.0 MILES TO THE SHAKE CREEK RANGER
 OZ0988'STATION.  CONTINUE EAST ALONG THE ROAD FOR 4.0 MILES, TURN
 OZ0988'RIGHT (SOUTH) OFF THE ROAD AND GO 0.2 MILE TO RIVER FORD
 OZ0988'AND OLD HOUSE, END OF TRUCK TRAVEL.  PACK ACROSS RIVER AND
 OZ0988'EAST FOR ABOUT 0.3 MILE ALONG THE RIVER BANK TO KELLEY CREEK.
 OZ0988'FOLLOW TRAIL UP KELLEY CREEK AND UP EAST KELLEY CREEK (THE
 OZ0988'STATION AND SUMMIT CAN BE SEEN FROM UPPER EAST KELLEY CREEK).
 OZ0988'CONTINUE ON TRAIL ALONG SHOULDER OF MOUNTAIN TO THE SUMMIT
 OZ0988'AND STATION.  A 6-HOUR HORSE PACK.  THE TRAIL IS REGULARLY
 OZ0988'USED BY THE U.S. FOREST SERVICE TO SUPPLY THE LOOKOUT ON
 OZ0988'IRON MOUNTAIN.  HORSES WERE OBTAINED FROM SHAKE CREEK
 OZ0988'RANGER STATION.
 OZ0988'
 OZ0988'REFERENCE MARK NO. 1 IS ON TOP OF RIDGE RUNNING NORTH-NORTHEAST
 OZ0988'FROM STATION AND LOOKOUT HOUSE, ABOUT 4 FEET LOWER THAN
 OZ0988'STATION AND STAMPED IRON MT. NO. 1 1935.
 OZ0988'
 OZ0988'REFERENCE MARK NO. 2 IS 9 FEET LOWER THAN, AND 18 FEET WEST
 OZ0988'OF NORTHWEST CORNER OF LOOKOUT HOUSE, ABOUT 10 FEET BELOW
 OZ0988'STATION LEVEL AND STAMPED IRON MT. NO. 2 1935.
 OZ0988'
 OZ0988'THERE ARE NO UNDERGROUND, AZIMUTH OR WITNESS MARKS.
 OZ0988'
 OZ0988'ALL OBJECTS VISIBLE FROM 4-FOOT STAND.
 OZ0988
 OZ0988                          STATION RECOVERY (1970)
 OZ0988
 OZ0988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OZ0988'INSTRUMENT STAND 4.6 FT ABOVE STATION MARK.
 OZ0988'
 OZ0988'REACHED BY HELICOPTER.
 OZ0988'
 OZ0988'STATION MARK--STANDARD C AND GS TABLET STAMPED IRON MTN 1935
 OZ0988'AND SET IN ROCK FLUSH WITH GROUND.
 OZ0988'
 OZ0988'REFERENCE MARK NO. 1--STANDARD C AND GS REFERENCE MARK TABLET
 OZ0988'STAMPED IRON MTN NO 1 1935 SET IN ROCK 2.7 FT BELOW STATION
 OZ0988'MARK.
 OZ0988'
 OZ0988'REFERENCE MARK NO. 2--STANDARD C AND GS REFERENCE MARK TABLET
 OZ0988'STAMPED IRON MTN NO 2 1935 SET IN ROCK 9.0 FT BELOW STATION
 OZ0988'MARK.
 OZ0988'
 OZ0988'NOTE--THESE TABLETS ARE STAMPED MTN NOT MT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1201 ***********************************************************************
 QB1201  DESIGNATION -  IRONS POINT
 QB1201  PID         -  QB1201
 QB1201  STATE/COUNTY-  ID/WASHINGTON
 QB1201  USGS QUAD   -  MONROE BUTTE (1987)
 QB1201
 QB1201                         *CURRENT SURVEY CONTROL
 QB1201  ___________________________________________________________________
 QB1201* NAD 83(1992)-  44 33 03.34586(N)    117 01 41.82780(W)     ADJUSTED  
 QB1201* NAVD 88     -      1980.     (meters)    6496.     (feet)  SCALED    
 QB1201  ___________________________________________________________________
 QB1201  LAPLACE CORR-           7.83  (seconds)                    DEFLEC99
 QB1201  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 QB1201
 QB1201  HORZ ORDER  -  SECOND
 QB1201
 QB1201.The horizontal coordinates were established by classical geodetic methods
 QB1201.and adjusted by the National Geodetic Survey in July 1992..
 QB1201
 QB1201.The orthometric height was scaled from a topographic map.
 QB1201
 QB1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1201
 QB1201.The geoid height was determined by GEOID03.
 QB1201
 QB1201;                    North         East     Units Scale Factor Converg.
 QB1201;SPC ID W     -   321,200.349   698,433.679   MT  1.00006015   -0 53 48.7
 QB1201;UTM  11      - 4,933,066.708   497,753.325   MT  0.99960006   -0 01 11.4
 QB1201
 QB1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1201!SPC ID W     -   0.99969216  x   1.00006015  =   0.99975230
 QB1201!UTM  11      -   0.99969216  x   0.99960006  =   0.99929235
 QB1201
 QB1201                          SUPERSEDED SURVEY CONTROL
 QB1201
 QB1201  NAD 83(1991)-  44 33 03.34588(N)    117 01 41.82752(W) AD(       ) 2
 QB1201  NAD 83(1986)-  44 33 03.34546(N)    117 01 41.82722(W) AD(       ) 2
 QB1201  NAD 27      -  44 33 03.75809(N)    117 01 38.20443(W) AD(       ) 2
 QB1201
 QB1201.Superseded values are not recommended for survey control.
 QB1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1201.See file dsdata.txt to determine how the superseded data were derived.
 QB1201
 QB1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9775333067(NAD 83)
 QB1201
 QB1201  HISTORY     - Date     Condition        Report By
 QB1201  HISTORY     - 1945     MONUMENTED       CGS
 QB1201  HISTORY     - 1982     GOOD             LOCENG
 QB1201
 QB1201                          STATION DESCRIPTION
 QB1201
 QB1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB1201'SEE STATION IRON
 QB1201
 QB1201                          STATION RECOVERY (1982)
 QB1201
 QB1201'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 QB1201'(A LONE PINE TREE) STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0676 ***********************************************************************
 OX0676  DESIGNATION -  IRWIN RESET
 OX0676  PID         -  OX0676
 OX0676  STATE/COUNTY-  ID/BONNEVILLE
 OX0676  USGS QUAD   -  THOMPSON PEAK (1966)
 OX0676
 OX0676                         *CURRENT SURVEY CONTROL
 OX0676  ___________________________________________________________________
 OX0676* NAD 83(1992)-  43 25 49.36882(N)    111 12 24.86283(W)     ADJUSTED  
 OX0676* NAVD 88     -      2998.7    (meters)    9838.     (feet)  VERTCON   
 OX0676  ___________________________________________________________________
 OX0676  LAPLACE CORR-          10.12  (seconds)                    DEFLEC99
 OX0676  GEOID HEIGHT-         -10.14  (meters)                     GEOID03
 OX0676
 OX0676  HORZ ORDER  -  THIRD
 OX0676
 OX0676.The horizontal coordinates were established by classical geodetic methods
 OX0676.and adjusted by the National Geodetic Survey in July 1992..
 OX0676
 OX0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0676
 OX0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0676
 OX0676.The geoid height was determined by GEOID03.
 OX0676
 OX0676;                    North         East     Units Scale Factor Converg.
 OX0676;SPC ID E     -   196,357.420   277,707.474   MT  1.00002162   +0 39 35.4
 OX0676;UTM  12      - 4,808,630.380   483,253.587   MT  0.99960345   -0 08 32.1
 OX0676
 OX0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0676!SPC ID E     -   0.99953157  x   1.00002162  =   0.99955318
 OX0676!UTM  12      -   0.99953157  x   0.99960345  =   0.99913520
 OX0676
 OX0676:                Primary Azimuth Mark                     Grid Az
 OX0676:SPC ID E     -  RED                                      208 42 01.0
 OX0676:UTM  12      -  RED                                      209 30 08.5
 OX0676
 OX0676|---------------------------------------------------------------------|
 OX0676| PID    Reference Object                     Distance      Geod. Az  |
 OX0676|                                                           dddmmss.s |
 OX0676| OX0690 RED                                 APPROX.13.9 KM 2092136.4 |
 OX0676|---------------------------------------------------------------------|
 OX0676
 OX0676                          SUPERSEDED SURVEY CONTROL
 OX0676
 OX0676  NAD 83(1986)-  43 25 49.35961(N)    111 12 24.85259(W) AD(       ) 3
 OX0676  NAD 27      -  43 25 49.63961(N)    111 12 22.05298(W) AD(       ) 3
 OX0676  NGVD 29 (07/19/86) 2997.4    (m)         9834.     (f) VERT ANG       
 OX0676
 OX0676.Superseded values are not recommended for survey control.
 OX0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0676.See file dsdata.txt to determine how the superseded data were derived.
 OX0676
 OX0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP8325408630(NAD 83)
 OX0676_MARKER: DD = SURVEY DISK
 OX0676_SETTING: 0 = UNSPECIFIED SETTING
 OX0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0676
 OX0676  HISTORY     - Date     Condition        Report By
 OX0676  HISTORY     - 1966     MONUMENTED       USGS
 OX0676
 OX0676                          STATION DESCRIPTION
 OX0676
 OX0676'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0676'LOCATED ABOUT 5 MI. E. OF IRWIN, ON SUMMIT OF A MOUNTAIN LOCALLY
 OX0676'KNOWN AS --BALDY--.
 OX0676'
 OX0676'NOTE BY USGS--STATION MARK NOT RECOVERED - NEW ONE SET.
 OX0676'
 OX0676'STATION MARK--STANDARD TABLET STAMPED ---IRWIN RESET 1966---.
 OX0676'
 OX0676'REFERENCE MARK NO. 1--A CHISELED CROSS, 20.66 FT. FROM STATION MARK,
 OX0676'N 02 DEG 13 MIN E.
 OX0676'
 OX0676'REFERENCE MARK NO. 2--A TABLET STAMPED ---LGS 1929---, 10.97 FT. FROM
 OX0676'THE STATION MARK, S 62 DEG 45 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0847 ***********************************************************************
 OY0847  DESIGNATION -  ISLAND
 OY0847  PID         -  OY0847
 OY0847  STATE/COUNTY-  ID/BINGHAM
 OY0847  USGS QUAD   -  BLACKFOOT (1971)
 OY0847
 OY0847                         *CURRENT SURVEY CONTROL
 OY0847  ___________________________________________________________________
 OY0847* NAD 83(1992)-  43 12 21.96041(N)    112 20 59.71204(W)     ADJUSTED  
 OY0847* NAVD 88     -      1367.00   (+/-2cm)    4484.9    (feet)  VERTCON   
 OY0847  ___________________________________________________________________
 OY0847  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 OY0847  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 OY0847
 OY0847  HORZ ORDER  -  SECOND
 OY0847  VERT ORDER  -  THIRD ? (See Below)
 OY0847
 OY0847.The horizontal coordinates were established by classical geodetic methods
 OY0847.and adjusted by the National Geodetic Survey in July 1992..
 OY0847
 OY0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0847.The vertical order pertains to the NGVD 29 superseded value.
 OY0847
 OY0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0847
 OY0847.The geoid height was determined by GEOID03.
 OY0847
 OY0847;                    North         East     Units Scale Factor Converg.
 OY0847;SPC ID E     -   171,010.298   185,108.167   MT  0.99995010   -0 07 31.7
 OY0847;UTM  12      - 4,784,586.793   390,338.062   MT  0.99974793   -0 55 27.4
 OY0847
 OY0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0847!SPC ID E     -   0.99978763  x   0.99995010  =   0.99973774
 OY0847!UTM  12      -   0.99978763  x   0.99974793  =   0.99953561
 OY0847
 OY0847:                Primary Azimuth Mark                     Grid Az
 OY0847:SPC ID E     -  ISLAND AZ MK                             093 14 29.5
 OY0847:UTM  12      -  ISLAND AZ MK                             094 02 25.2
 OY0847
 OY0847|---------------------------------------------------------------------|
 OY0847| PID    Reference Object                     Distance      Geod. Az  |
 OY0847|                                                           dddmmss.s |
 OY0847| CN3764 ISLAND AZ MK                                       0930657.8 |
 OY0847| OY0843 BLACKFOOT MTN STS TT CO MAST        APPROX. 1.7 KM 1652904.5 |
 OY0847| OY0844 BLACKFOOT NORTH MUNICIPAL TANK      APPROX. 1.6 KM 1672829.2 |
 OY0847| OY0841 BLACKFOOT RADIO STA KBLI MAST       APPROX. 4.6 KM 2003939.0 |
 OY0847| CN3765 ISLAND RM 1                          26.850 METERS 23312     |
 OY0847| CN3766 ISLAND RM 2                          23.530 METERS 34324     |
 OY0847|---------------------------------------------------------------------|
 OY0847
 OY0847                          SUPERSEDED SURVEY CONTROL
 OY0847
 OY0847  NAD 83(1986)-  43 12 21.95422(N)    112 20 59.69766(W) AD(       ) 2
 OY0847  NAD 27      -  43 12 22.26230(N)    112 20 56.77750(W) AD(       ) 2
 OY0847  NGVD 29 (07/19/86) 1365.94   (m)         4481.4    (f) LEVELING    3  
 OY0847
 OY0847.Superseded values are not recommended for survey control.
 OY0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0847.See file dsdata.txt to determine how the superseded data were derived.
 OY0847
 OY0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN9033884587(NAD 83)
 OY0847_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0847
 OY0847  HISTORY     - Date     Condition        Report By
 OY0847  HISTORY     - 1960     MONUMENTED       CGS
 OY0847  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OY0847  HISTORY     - 1971     SEE DESCRIPTION  USGS
 OY0847
 OY0847                          STATION DESCRIPTION
 OY0847
 OY0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0847'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF BLACKFOOT,
 OY0847'1 MILE NORTHWEST OF U.S. HIGHWAY 91, IN SECTION 34, T 2 S,
 OY0847'R 35 E, ON THE ISLAND PARK AIRPORT AND IN A LEVEL GRASSY AREA
 OY0847'JUST EAST OF A NORTH-SOUTH ROW OF HANGERS.
 OY0847'
 OY0847'TO REACH FROM THE POST OFFICE IN BLACKFOOT, GO NORTHEAST
 OY0847'ON NORTH ASH STREET FOR 0.2 MILE TO A CROSSROAD AT SIGN AIRPORT.
 OY0847'TURN LEFT AND GO NORTHWEST ON WEST FRANCIS STREET FOR 0.1
 OY0847'MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, FOLLOWING
 OY0847'A CURVE TO THE RIGHT, AND CONTINUE NORTH ON SURFACED ROAD
 OY0847'FOR 0.8 MILE TO A FORK AND THE AZIMUTH MARK ON THE RIGHT AS
 OY0847'DESCRIBED.  TAKE THE LEFT FORK AND CONTINUE NORTHWEST ON
 OY0847'SURFACED ROAD FOR 0.2 MILE TO THE AIRPORT OFFICE BUILDING.
 OY0847'TURN LEFT AND FOLLOW GRAVELED ROAD SOUTH FOR 0.05 MILE TO THE
 OY0847'STATION ON THE LEFT AS DESCRIBED.
 OY0847'
 OY0847'STATION MARKS ARE STANDARD DISKS, STAMPED ISLAND 1960.  UNDERGROUND
 OY0847'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 OY0847'GROUND SURFACE.  SURFACE DISK IS SET IN THE TOP OF AN 11 INCH
 OY0847'SQUARE, CONCRETE POST PROJECTING 2 INCHES.  IT IS 324 FEET
 OY0847'STRAIGHT SOUTH OF THE SOUTHEAST CORNER OF THE AIRPORT OFFICE
 OY0847'BUILDING, 82 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 OY0847'DOUBLE ROOFED HANGER, 51 FEET EAST OF THE SOUTHEAST CORNER
 OY0847'OF THE DOUBLE ROOFED HANGER AND 31 FEET EAST OF A NORTH-SOUTH
 OY0847'GRAVELED ROAD CENTER.  A METAL, WITNESS SIGNPOST WAS 1.7 FEET
 OY0847'WEST OF THE MARK.
 OY0847'
 OY0847'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ISLAND NO 1 1960,
 OY0847'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 OY0847'4 INCHES.  IT IS 58 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 OY0847'DOUBLE ROOFED HANGER, 19 FEET WEST OF THE ROAD CENTER AND
 OY0847'1 FOOT EAST OF THE SOUTHEAST CORNER OF A SMALL HANGER.
 OY0847'
 OY0847'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ISLAND NO 2 1960,
 OY0847'CEMENTED IN A DRILL HOLE IN A CONCRETE PORCH STEP AT A DOOR
 OY0847'AT THE NORTHEAST CORNER OF THE DOUBLE ROOFED HANGER.  IT IS
 OY0847'19 FEET WEST OF THE ROAD CENTER AND 6 FEET SOUTH OF THE
 OY0847'NORTHEAST CORNER OF THE HANGER.
 OY0847'
 OY0847'AZIMUTH MARK IS A STANDARD DISK, STAMPED ISLAND 1960, SET IN
 OY0847'THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING 3 INCHES.
 OY0847'IT IS 162 FEET NORTH OF THE INTERSECTION OF THE CENTER LINES
 OY0847'OF THE ROADS FORK, 25 FEET NORTHWEST OF A POWERLINE JUNCTION
 OY0847'POLE AND 19 FEET EAST OF A NORTH-SOUTH SURFACED ROAD CENTER.
 OY0847'A METAL, WITNESS SIGNPOST WAS SET 1.5 FEET NORTH OF THE MARK.
 OY0847
 OY0847                          STATION RECOVERY (1971)
 OY0847
 OY0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OY0847'THE REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 OY0847'CONDITION AS DESCRIBED.  THE STATION MARK WAS RECOVERED IN
 OY0847'GOOD CONDITION.  THE AREA IN THE VICINITY OF THE STATION
 OY0847'MARK HAS BEEN COVERED WITH GRAVEL, AND IS BEING USED FOR A
 OY0847'PARKING AREA.  THE STATION MARK IS 2 INCHES BELOW THE SURFACE.
 OY0847'A NEW BOX SCORE FOLLOWS.
 OY0847'
 OY0847'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BLACKFOOT
 OY0847'AIRPORT
 OY0847
 OY0847                          STATION RECOVERY (1971)
 OY0847
 OY0847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (BBB)
 OY0847'ISLAND NOT FOUND-STATION IS LOCATED ABOUT 1-1/2 MILES N. OF
 OY0847'BLACKFOOT.  THE GRASSY AREA WHERE THIS STATION IS SUPPOSE
 OY0847'TO BE IS NOW COVERED WITH GRAVEL.  R.M. NO 2 WAS FOUND AS
 OY0847'DESCRIBED, BUT THE OTHER TWO MARKS ARE EITHER COVERED OR
 OY0847'KNOCKED OUT.  NO ATTEMPT WAS MADE TO DIG UP THE SURFACE
 OY0847'MARKS OR UNDERGROUND MARKS AS THE GROUND WAS FROZEN AT THE
 OY0847'TIME.  ELEV. 4481 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0729 ***********************************************************************
 PY0729  DESIGNATION -  ISLAND PARK
 PY0729  PID         -  PY0729
 PY0729  STATE/COUNTY-  ID/FREMONT
 PY0729  USGS QUAD   -  ISLAND PARK DAM (1964)
 PY0729
 PY0729                         *CURRENT SURVEY CONTROL
 PY0729  ___________________________________________________________________
 PY0729* NAD 83(1992)-  44 25 30.05085(N)    111 23 18.95763(W)     ADJUSTED  
 PY0729* NAVD 88     -      1922.422  (meters)    6307.15   (feet)  ADJUSTED  
 PY0729  ___________________________________________________________________
 PY0729  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 PY0729  GEOID HEIGHT-          -9.48  (meters)                     GEOID03
 PY0729  DYNAMIC HT  -        1921.346 (meters)    6303.62  (feet)  COMP
 PY0729  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 PY0729
 PY0729  HORZ ORDER  -  SECOND
 PY0729  VERT ORDER  -  FIRST     CLASS II
 PY0729
 PY0729.The horizontal coordinates were established by classical geodetic methods
 PY0729.and adjusted by the National Geodetic Survey in July 1992..
 PY0729
 PY0729.The orthometric height was determined by differential leveling
 PY0729.and adjusted by the National Geodetic Survey in June 1991..
 PY0729
 PY0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0729
 PY0729.The geoid height was determined by GEOID03.
 PY0729
 PY0729.The dynamic height is computed by dividing the NAVD 88
 PY0729.geopotential number by the normal gravity value computed on the
 PY0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0729.degrees latitude (g = 980.6199 gals.).
 PY0729
 PY0729.The modeled gravity was interpolated from observed gravity values.
 PY0729
 PY0729;                    North         East     Units Scale Factor Converg.
 PY0729;SPC ID E     -   306,713.217   261,955.392   MT  0.99999456   +0 32 40.7
 PY0729;UTM  12      - 4,919,153.412   469,067.653   MT  0.99961177   -0 16 19.2
 PY0729
 PY0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0729!SPC ID E     -   0.99970015  x   0.99999456  =   0.99969471
 PY0729!UTM  12      -   0.99970015  x   0.99961177  =   0.99931203
 PY0729
 PY0729|---------------------------------------------------------------------|
 PY0729| PID    Reference Object                     Distance      Geod. Az  |
 PY0729|                                                           dddmmss.s |
 PY0729| CN3768 ISLAND PARK RM 1                     35.012 METERS 12216     |
 PY0729| CN3769 ISLAND PARK RM 2                     40.929 METERS 15519     |
 PY0729| CN3767 ISLAND PARK AZ MK                                  2102226.8 |
 PY0729|---------------------------------------------------------------------|
 PY0729
 PY0729                          SUPERSEDED SURVEY CONTROL
 PY0729
 PY0729  NAD 83(1986)-  44 25 30.06135(N)    111 23 18.93247(W) AD(       ) 2
 PY0729  NAD 27      -  44 25 30.35500(N)    111 23 16.10400(W) AD(       ) 2
 PY0729  NGVD 29 (08/20/92) 1921.225  (m)         6303.22   (f) ADJUSTED    1 2
 PY0729
 PY0729.Superseded values are not recommended for survey control.
 PY0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0729.See file dsdata.txt to determine how the superseded data were derived.
 PY0729
 PY0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ6906819153(NAD 83)
 PY0729_MARKER: DS = TRIANGULATION STATION DISK
 PY0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0729_SP_SET: CONCRETE POST
 PY0729_STAMPING: ISLAND PARK 1946
 PY0729_MARK LOGO: CGS   
 PY0729_PROJECTION: PROJECTING 5 CENTIMETERS
 PY0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0729+STABILITY: SURFACE MOTION
 PY0729
 PY0729  HISTORY     - Date     Condition        Report By
 PY0729  HISTORY     - 1946     MONUMENTED       CGS
 PY0729  HISTORY     - 1983     GOOD             NGS
 PY0729
 PY0729                          STATION DESCRIPTION
 PY0729
 PY0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 PY0729'THE STATION IS LOCATED 0.8 MILE WEST OF PONDS LODGE ON U.S.
 PY0729'HIGHWAY NO. 191 AND THE BRIDGE ACROSS BUFFALO RIVER, WITHIN
 PY0729'THE CONFINES OF THE ISLAND PARK RESERVOIR AND ABOUT 0.5 MILE
 PY0729'NORTH OF THE RESERVOIR DAM.  THE DISK IS SET IN A CONCRETE
 PY0729'MONUMENT PROJECTING ABOUT 8 INCHES AND IS STAMPED ISLAND PARK
 PY0729'1946.  IT IS 146 FEET WEST OF THE CENTER OF THE DIKE ROAD
 PY0729'LEADING TO THE DAM AND 27 FEET SOUTH OF THE CENTER OF A TRACK
 PY0729'ROAD LEADING WEST TO THE WATERS EDGE.
 PY0729'
 PY0729'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN A BOULDER, 1 BY 2
 PY0729'FEET, PROJECTING ABOUT 18 INCHES, SLOPING TO THE EAST AND IS
 PY0729'STAMPED ISLAND PARK NO 1 1946.  IT IS EAST SOUTHEAST OF THE
 PY0729'STATION, AT THE WEST BASE OF THE DIKE ROAD, 33 FEET WEST OF THE
 PY0729'CENTER OF THE DIKE ROAD AND 58 FEET SOUTH OF THE CENTER OF THE
 PY0729'ROAD LEADING TO THE WATER.
 PY0729'
 PY0729'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN A BOULDER FLUSH WITH
 PY0729'THE SURFACE OF THE GROUND AND IS STAMPED ISLAND PARK NO 2 1946.
 PY0729'IT IS SOUTHEAST OF THE STATION, AT THE WEST BASE OF THE DIKE
 PY0729'ROAD AND 36 FEET WEST OF THE ROAD.
 PY0729'
 PY0729'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION.  IT
 PY0729'IS A DISK SET FLUSH IN THE WEST CONCRETE WALL OF THE RESERVOIR
 PY0729'DAM, 6 INCHES SOUTH OF THE NORTH END OF THE WALL, 12 FEET
 PY0729'WEST OF THE CENTER OF THE ROAD ATOP THE DAM AND IS STAMPED
 PY0729'ISLAND PARK 1946.
 PY0729'
 PY0729'THE SUBSTITUTE CONTROL STATION, 77V-20-1 IS THE INTERSECTION
 PY0729'OF THE CENTERLINES OF THE ROAD ATOP THE ISLAND PARK RESERVIOR
 PY0729'DIKE AND AN EAST-WEST GRAVEL ROAD.  IT IS EAST BY NORTH OF THE
 PY0729'STATION.
 PY0729'
 PY0729'TO REACH THE STATION FROM THE BRIDGE ACROSS THE BUFFALO RIVER
 PY0729'AT PONDS LODGE ON U.S. HIGHWAY NO. 191 GO WEST ON THE FIRST
 PY0729'ROAD NORTH OF THE BRIDGE FOR 0.8 MILE TO THE ROAD ATOP THE
 PY0729'DIKE AT THE ISLAND PARK RESERVOIR AND THE STATION ABOUT 150
 PY0729'FEET WEST AS DESCRIBED.
 PY0729
 PY0729                          STATION RECOVERY (1983)
 PY0729
 PY0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0729'45.0 KM (27.95 MI) NORT FROM ASHTON.
 PY0729'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY
 PY0729'47 FROM THE UNION PACIFIC RAILROAD STATION IN ASHTON, THENCE 43.2 KM
 PY0729'(26.85 MI) NORTHERLY ALONG U.S. HIGHWAY 20, THENCE 1.4 KM (0.85 MI)
 PY0729'WESTERLY ALONG A GRAVEL ROAD LEADING TO THE ISLAND PARK RESERVOIR
 PY0729'DIKE, 44.5 METERS (146.0 FT) WEST OF THE CENTER OF A ROAD, AND 8.3
 PY0729'METERS (27.2 FT) SOUTH OF THE CENTER OF THE ROAD.
 PY0729'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 PY0729'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0676 ***********************************************************************
 NT0676  DESIGNATION -  IVAN
 NT0676  PID         -  NT0676
 NT0676  STATE/COUNTY-  ID/FRANKLIN
 NT0676  USGS QUAD   -  MIDNIGHT MTN (1969)
 NT0676
 NT0676                         *CURRENT SURVEY CONTROL
 NT0676  ___________________________________________________________________
 NT0676* NAD 83(1999)-  42 19 05.82682(N)    111 37 09.17608(W)     ADJUSTED  
 NT0676* NAVD 88     -      2078.7    (meters)    6820.     (feet)  VERTCON   
 NT0676  ___________________________________________________________________
 NT0676  X           -  -1,740,787.024 (meters)                     COMP
 NT0676  Y           -  -4,392,421.671 (meters)                     COMP
 NT0676  Z           -   4,273,201.835 (meters)                     COMP
 NT0676  LAPLACE CORR-          10.18  (seconds)                    DEFLEC99
 NT0676  ELLIP HEIGHT-        2065.69  (meters)          (07/10/02) GPS OBS
 NT0676  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 NT0676
 NT0676  HORZ ORDER  -  FIRST
 NT0676  ELLP ORDER  -  FIFTH     CLASS I
 NT0676
 NT0676.The horizontal coordinates were established by GPS observations
 NT0676.and adjusted by the National Geodetic Survey in July 2002..
 NT0676.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NT0676.DATUM ITEM on the data sheet items page.
 NT0676
 NT0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0676
 NT0676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NT0676
 NT0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0676
 NT0676.The ellipsoidal height was determined by GPS observations
 NT0676.and is referenced to NAD 83.
 NT0676
 NT0676.The geoid height was determined by GEOID03.
 NT0676
 NT0676;                    North         East     Units Scale Factor Converg.
 NT0676;SPC ID E     -    72,518.660   245,127.701   MT  0.99997242   +0 22 06.9
 NT0676;UTM  12      - 4,685,301.689   448,974.292   MT  0.99963203   -0 25 00.8
 NT0676
 NT0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0676!SPC ID E     -   0.99967613  x   0.99997242  =   0.99964856
 NT0676!UTM  12      -   0.99967613  x   0.99963203  =   0.99930828
 NT0676
 NT0676:                Primary Azimuth Mark                     Grid Az
 NT0676:SPC ID E     -  MAY                                      023 24 50.5
 NT0676:UTM  12      -  MAY                                      024 11 58.2
 NT0676
 NT0676|---------------------------------------------------------------------|
 NT0676| PID    Reference Object                     Distance      Geod. Az  |
 NT0676|                                                           dddmmss.s |
 NT0676| NT0677 MAY                                 APPROX. 0.5 KM 0234657.4 |
 NT0676|---------------------------------------------------------------------|
 NT0676
 NT0676                          SUPERSEDED SURVEY CONTROL
 NT0676
 NT0676  NAD 83(1992)-  42 19 05.82676(N)    111 37 09.17502(W) AD(       ) 1
 NT0676  ELLIP H (07/28/92) 2065.78   (m)                       GP(       ) 5 1
 NT0676  NAD 83(1992)-  42 19 05.82008(N)    111 37 09.16013(W) AD(       ) 1
 NT0676  NGVD 29 (01/30/92) 2077.5    (m)         6816.     (f) GPS OBS        
 NT0676
 NT0676.Superseded values are not recommended for survey control.
 NT0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0676.See file dsdata.txt to determine how the superseded data were derived.
 NT0676
 NT0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM4897485302(NAD 83)
 NT0676_MARKER: DH = HORIZONTAL CONTROL DISK
 NT0676_SETTING: 80 = SET IN A BOULDER
 NT0676_SP_SET: IN DRILL HOLE IN A BOULDER
 NT0676_STAMPING: IVAN 1990
 NT0676_MARK LOGO: NGS   
 NT0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0676+STABILITY: SURFACE MOTION
 NT0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0676+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NT0676
 NT0676  HISTORY     - Date     Condition        Report By
 NT0676  HISTORY     - 1990     MONUMENTED       NGS
 NT0676
 NT0676                          STATION DESCRIPTION
 NT0676
 NT0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NT0676'STATION IS LOCATED ABOUT 18.5 KM (11.50 MI) EAST-NORTHEAST OF OVID,
 NT0676'7.5 KM (4.66 MI) SOUTHWEST OF THE FRANKLIN-BEAR LAKE COUNTY LINE, IN
 NT0676'THE CACHE NATIONAL FOREST, ALONG STATE HIGHWAY 36, ON THE
 NT0676'RIGHT-OF-WAY, ON A 10 M (32.81 FT) HIGH ROCK CUT AT POINT WHERE
 NT0676'HIGHWAY STARTS DOWNGRADE TO THE SOUTHWEST, IN T 13 S, R 41 E.
 NT0676'OWNERSHIP--STATE TRANSPORTATION DEPARTMENT.
 NT0676'TO REACH FROM THE JUNCTION OF US HIGHWAY 89 AND STATE HIGHWAY 36 AT
 NT0676'THE OLD OVID SCHOOL IN OVID, GO WEST ON HIGHWAY 36 FOR 6.0 KM
 NT0676'(3.73 MI) TO THE LDS CHURCH ON THE RIGHT IN LIBERTY.  CONTINUE AHEAD
 NT0676'FOR 13.12 KM (8.15 MI) TO THE COUNTY LINE.  CONTINUE AHEAD FOR 7.62
 NT0676'KM (4.73 MI) TO THE ROCK CUT AND STATION ON THE LEFT.  NOTE--TRUCK
 NT0676'CAN BE DRIVEN UP SLOPE TO WITHIN 10 M (32.81 FT) OF STATION.
 NT0676'STATION MARK IS SET IN A DRILL HOLE IN A 1 M (3.28 FT) BY 2 M
 NT0676'(6.56 FT) BOULDER PROJECTING 0.4 M (1.31 FT) AT ITS HIGHEST POINT.
 NT0676'IT IS 24.5 M (80.38 FT) (SLOPE) SOUTHEAST OF THE HIGHWAY CENTER, 1.8
 NT0676'M (5.91 FT) SOUTHEAST OF THE BANK EDGE, 1.3 M (4.27 FT) EAST OF A
 NT0676'FIBERGLASS WITNESS POST, AND 1.4 M (4.59 FT) SOUTHEAST OF HIGHEST
 NT0676'POINT OF BOULDER.
 NT0676'NOTE--STATION MAY WAS USED AS THE AZIMUTH MARK.
 NT0676'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0051 ***********************************************************************
 NU0051  DESIGNATION -  J 1
 NU0051  PID         -  NU0051
 NU0051  STATE/COUNTY-  ID/BANNOCK
 NU0051  USGS QUAD   -  ARIMO (1968)
 NU0051
 NU0051                         *CURRENT SURVEY CONTROL
 NU0051  ___________________________________________________________________
 NU0051* NAD 83(1986)-  42 33 08.     (N)    112 10 04.     (W)     SCALED    
 NU0051* NAVD 88     -      1445.529  (meters)    4742.54   (feet)  ADJUSTED  
 NU0051  ___________________________________________________________________
 NU0051  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NU0051  DYNAMIC HT  -        1444.605 (meters)    4739.51  (feet)  COMP
 NU0051  MODELED GRAV-     979,931.8   (mgal)                       NAVD 88
 NU0051
 NU0051  VERT ORDER  -  FIRST     CLASS I
 NU0051
 NU0051.The horizontal coordinates were scaled from a topographic map and have
 NU0051.an estimated accuracy of +/- 6 seconds.
 NU0051
 NU0051.The orthometric height was determined by differential leveling
 NU0051.and adjusted by the National Geodetic Survey in June 1991..
 NU0051
 NU0051.The geoid height was determined by GEOID03.
 NU0051
 NU0051.The dynamic height is computed by dividing the NAVD 88
 NU0051.geopotential number by the normal gravity value computed on the
 NU0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0051.degrees latitude (g = 980.6199 gals.).
 NU0051
 NU0051.The modeled gravity was interpolated from observed gravity values.
 NU0051
 NU0051;                    North         East    Units  Estimated Accuracy
 NU0051;SPC ID E     -    98,360.      199,910.      MT  (+/- 180 meters Scaled)
 NU0051
 NU0051                          SUPERSEDED SURVEY CONTROL
 NU0051
 NU0051  NGVD 29 (??/??/92) 1444.457  (m)         4739.02   (f) ADJ UNCH    1 1
 NU0051
 NU0051.Superseded values are not recommended for survey control.
 NU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0051.See file dsdata.txt to determine how the superseded data were derived.
 NU0051
 NU0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN041117(NAD 83)
 NU0051_MARKER: Q = CHISELED SQUARE
 NU0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0051_SP_SET: SIPHON
 NU0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0051
 NU0051  HISTORY     - Date     Condition        Report By
 NU0051  HISTORY     - UNK      MONUMENTED       CGS
 NU0051  HISTORY     - 1967     GOOD             NGS
 NU0051
 NU0051                          STATION DESCRIPTION
 NU0051
 NU0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0051'0.7 MI S FROM ARIMO.
 NU0051'0.7 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0051'ARIMO, 1 1/4 POLES NORTH OF MILEPOLE 104, 1-3/4 POLES SOUTH OF THE
 NU0051'CROSSING OF A ROAD, IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEAD
 NU0051'WALL OF IRRIGATION SIPHON 104.02, 14.9 FEET WEST OF THE WEST RAIL, AND
 NU0051'ABOUT 3 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0304 ***********************************************************************
 PZ0304  DESIGNATION -  J 10
 PZ0304  PID         -  PZ0304
 PZ0304  STATE/COUNTY-  ID/LEMHI
 PZ0304  USGS QUAD   -  PURCELL SPRING (1989)
 PZ0304
 PZ0304                         *CURRENT SURVEY CONTROL
 PZ0304  ___________________________________________________________________
 PZ0304* NAD 83(1986)-  44 33 25.     (N)    113 18 04.     (W)     SCALED    
 PZ0304* NAVD 88     -      1994.416  (meters)    6543.35   (feet)  ADJUSTED  
 PZ0304  ___________________________________________________________________
 PZ0304  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 PZ0304  DYNAMIC HT  -        1993.237 (meters)    6539.48  (feet)  COMP
 PZ0304  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 PZ0304
 PZ0304  VERT ORDER  -  SECOND    CLASS 0
 PZ0304
 PZ0304.The horizontal coordinates were scaled from a topographic map and have
 PZ0304.an estimated accuracy of +/- 6 seconds.
 PZ0304
 PZ0304.The orthometric height was determined by differential leveling
 PZ0304.and adjusted by the National Geodetic Survey in June 1991..
 PZ0304
 PZ0304.The geoid height was determined by GEOID03.
 PZ0304
 PZ0304.The dynamic height is computed by dividing the NAVD 88
 PZ0304.geopotential number by the normal gravity value computed on the
 PZ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0304.degrees latitude (g = 980.6199 gals.).
 PZ0304
 PZ0304.The modeled gravity was interpolated from observed gravity values.
 PZ0304
 PZ0304;                    North         East    Units  Estimated Accuracy
 PZ0304;SPC ID C     -   321,320.      555,530.      MT  (+/- 180 meters Scaled)
 PZ0304
 PZ0304                          SUPERSEDED SURVEY CONTROL
 PZ0304
 PZ0304  NGVD 29 (??/??/92) 1993.008  (m)         6538.73   (f) ADJ UNCH    2 0
 PZ0304
 PZ0304.Superseded values are not recommended for survey control.
 PZ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0304.See file dsdata.txt to determine how the superseded data were derived.
 PZ0304
 PZ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ172363(NAD 83)
 PZ0304_MARKER: DB = BENCH MARK DISK
 PZ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0304_STAMPING: J 10 1929
 PZ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0304+STABILITY: SURFACE MOTION
 PZ0304
 PZ0304  HISTORY     - Date     Condition        Report By
 PZ0304  HISTORY     - 1929     MONUMENTED       USGS
 PZ0304
 PZ0304                          STATION DESCRIPTION
 PZ0304
 PZ0304'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0304'9.2 MI SE FROM LEADORE.
 PZ0304'ABOUT 9.2 MILES SOUTHEAST ALONG THE GILMORE AND PITTSBURGH RAILROAD
 PZ0304'FROM THE STATION AT LEADORE, LEMHI COUNTY, ABOUT 50 FEET NORTH OF A
 PZ0304'POLE PAINTED U.S.G.S.P.B.M. 6527, AND ABOUT 40 FEET EAST OF THE SOUTH
 PZ0304'END OF A SWITCHSTAND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PZ0304'DISK, STAMPED J 10 1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0010 ***********************************************************************
 TO0010  DESIGNATION -  J 10
 TO0010  PID         -  TO0010
 TO0010  STATE/COUNTY-  ID/BOUNDARY
 TO0010  USGS QUAD   -  NAPLES (1996)
 TO0010
 TO0010                         *CURRENT SURVEY CONTROL
 TO0010  ___________________________________________________________________
 TO0010* NAD 83(1986)-  48 37 11.     (N)    116 23 31.     (W)     SCALED    
 TO0010* NAVD 88     -       574.801  (meters)    1885.83   (feet)  ADJUSTED  
 TO0010  ___________________________________________________________________
 TO0010  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 TO0010  DYNAMIC HT  -         574.855 (meters)    1886.00  (feet)  COMP
 TO0010  MODELED GRAV-     980,687.7   (mgal)                       NAVD 88
 TO0010
 TO0010  VERT ORDER  -  FIRST     CLASS II
 TO0010
 TO0010.The horizontal coordinates were scaled from a topographic map and have
 TO0010.an estimated accuracy of +/- 6 seconds.
 TO0010
 TO0010.The orthometric height was determined by differential leveling
 TO0010.and adjusted by the National Geodetic Survey in June 1991..
 TO0010
 TO0010.The geoid height was determined by GEOID03.
 TO0010
 TO0010.The dynamic height is computed by dividing the NAVD 88
 TO0010.geopotential number by the normal gravity value computed on the
 TO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0010.degrees latitude (g = 980.6199 gals.).
 TO0010
 TO0010.The modeled gravity was interpolated from observed gravity values.
 TO0010
 TO0010;                    North         East    Units  Estimated Accuracy
 TO0010;SPC ID W     -   772,870.      752,670.      MT  (+/- 180 meters Scaled)
 TO0010
 TO0010                          SUPERSEDED SURVEY CONTROL
 TO0010
 TO0010  NGVD 29 (??/??/92)  573.616  (m)         1881.94   (f) ADJ UNCH    1 2
 TO0010
 TO0010.Superseded values are not recommended for survey control.
 TO0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0010.See file dsdata.txt to determine how the superseded data were derived.
 TO0010
 TO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP448853(NAD 83)
 TO0010_MARKER: DB = BENCH MARK DISK
 TO0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0010_SP_SET: WALL
 TO0010_STAMPING: 1882.004 J 10 1914
 TO0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0010
 TO0010  HISTORY     - Date     Condition        Report By
 TO0010  HISTORY     - 1914     MONUMENTED       CGS
 TO0010  HISTORY     - 1944     GOOD             NGS
 TO0010
 TO0010                          STATION DESCRIPTION
 TO0010
 TO0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0010'3.4 MI N FROM NAPLES.
 TO0010'3.4 MILES NORTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 TO0010'STATION AT NAPLES, SET IN THE EAST FACE OF THE WEST WALL OF THE GREAT
 TO0010'NORTHERN RAILROAD OVERPASS, 36.8 FEET NORTH OF THE SOUTH END OF THE
 TO0010'WEST WALL, 5.5 FEET WEST OF WEST RAIL OF TRACK, 3 FEET ABOVE GROUND
 TO0010'LEVEL.  BRONZE BENCH MARK DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1574 ***********************************************************************
 NU1574  DESIGNATION -  J 100 RESET
 NU1574  PID         -  NU1574
 NU1574  STATE/COUNTY-  ID/ONEIDA
 NU1574  USGS QUAD   -  MALAD CITY EAST (1984)
 NU1574
 NU1574                         *CURRENT SURVEY CONTROL
 NU1574  ___________________________________________________________________
 NU1574* NAD 83(1994)-  42 11 05.20180(N)    112 14 16.85943(W)     ADJUSTED  
 NU1574* NAVD 88     -      1402.17   (meters)    4600.3    (feet)  RESET     
 NU1574  ___________________________________________________________________
 NU1574  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 NU1574  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NU1574
 NU1574  HORZ ORDER  -  THIRD
 NU1574  VERT ORDER  -  THIRD
 NU1574
 NU1574.The horizontal coordinates were established by classical geodetic methods
 NU1574.and adjusted by the National Geodetic Survey in November 1997..
 NU1574.No horizontal observational check was made to the station.
 NU1574
 NU1574.The orthometric height was computed from unverified reset data.
 NU1574
 NU1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1574
 NU1574.The geoid height was determined by GEOID03.
 NU1574
 NU1574;                    North         East     Units Scale Factor Converg.
 NU1574;SPC ID E     -    57,547.047   194,106.054   MT  0.99994780   -0 02 52.5
 NU1574;UTM  12      - 4,671,034.036   397,766.778   MT  0.99972860   -0 49 53.1
 NU1574
 NU1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1574!SPC ID E     -   0.99978236  x   0.99994780  =   0.99973017
 NU1574!UTM  12      -   0.99978236  x   0.99972860  =   0.99951102
 NU1574
 NU1574:                Primary Azimuth Mark                     Grid Az
 NU1574:SPC ID E     -  IDA 15 58 2                              002 50 07.6
 NU1574:UTM  12      -  IDA 15 58 2                              003 37 08.2
 NU1574
 NU1574|---------------------------------------------------------------------|
 NU1574| PID    Reference Object                     Distance      Geod. Az  |
 NU1574|                                                           dddmmss.s |
 NU1574| NU0375 IDA 15 58 2                         APPROX. 1.6 KM 0024715.1 |
 NU1574|---------------------------------------------------------------------|
 NU1574
 NU1574                          SUPERSEDED SURVEY CONTROL
 NU1574
 NU1574  NAD 83(1992)-  42 11 05.19935(N)    112 14 16.85508(W) AD(       ) 3
 NU1574  NAD 83(1986)-  42 11 05.19774(N)    112 14 16.85091(W) AD(       ) 3
 NU1574  NAD 27      -  42 11 05.48298(N)    112 14 13.97511(W) AD(       ) 3
 NU1574  NGVD 29 (07/19/86) 1401.11   (m)         4596.8    (f) LEVELING    3  
 NU1574
 NU1574.Superseded values are not recommended for survey control.
 NU1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1574.See file dsdata.txt to determine how the superseded data were derived.
 NU1574
 NU1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM9776771034(NAD 83)
 NU1574_MARKER: DB = BENCH MARK DISK
 NU1574_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NU1574_SP_SET: CURB
 NU1574_STAMPING: J 100 RESET 1972
 NU1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1574
 NU1574  HISTORY     - Date     Condition        Report By
 NU1574  HISTORY     - 1972     MONUMENTED       NGS
 NU1574  HISTORY     - 1972     GOOD             NGS
 NU1574
 NU1574                          STATION DESCRIPTION
 NU1574
 NU1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NU1574'IN MALAD CITY.
 NU1574'IN THE SOUTHEAST PART OF MALAD CITY, JUST SOUTHEAST OF A SINCLAIR
 NU1574'SERVICE STATION, 55 FEET WEST OF THE CENTER OF 270 EAST STREET, 22
 NU1574'FEET NORTH OF THE CENTER OF 50 SOUTH STREET, 11 FEET SOUTHEAST OF A
 NU1574'TELEPHONE BOOTH, 11 FEET SOUTH-SOUTHWEST OF A CONCRETE POST THAT MARKS
 NU1574'THE END OF A HIGHWAY PROJECT, AND 10 FEET SOUTHWEST OF A STREET LIGHT,
 NU1574'A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB OF THE
 NU1574'STREET.
 NU1574
 NU1574                          STATION RECOVERY (1972)
 NU1574
 NU1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NU1574'THE STATION IS 1 MILE NORTHEAST OF MALAD CITY ON THE EAST
 NU1574'RIGHT-OF-WAY OF INTERSTATE 15, WHICH WILL BE CONSTRUCTED IN THIS
 NU1574'AREA SOON.
 NU1574'
 NU1574'TO REACH THE STATION FROM THE MALAD CITY POST OFFICE GO SOUTH ON MAIN
 NU1574'STREET FOR 0.1 MILE TO STATE HIGHWAY 37, TURN LEFT, AND GO
 NU1574'SOUTHEAST, AND EAST ON STATE HIGHWAY 37 FOR 0.35 MILE TO BENCH MARK
 NU1574'J 100 RESET 1972, AZIMUTH MARK, ON THE LEFT.
 NU1574'
 NU1574'BENCH MARK J 100 RESET 1972 IS A STANDARD
 NU1574'BENCH MARK DISK, STAMPED J 100 RESET 1972, CEMENTED IN A DRILL
 NU1574'HOLE IN THE CURB OF THE SIDEWALK, 55 FEET WEST OF THE CENTER OF
 NU1574'270 EAST STREET, 22 FEET NORTH OF THE CENTER OF 50 SOUTH STREET,
 NU1574'11 FEET SOUTHEAST OF A TELEPHONE BOOTH, 11 FEET SOUTH-SOUTHWEST
 NU1574'OF A CONCRETE POST THAT MARKS THE END OF A HIGHWAY PROJECT, AND
 NU1574'10 FEET SOUTHWEST OF A STREET LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1282 ***********************************************************************
 NU1282  DESIGNATION -  J 101
 NU1282  PID         -  NU1282
 NU1282  STATE/COUNTY-  ID/CASSIA
 NU1282  USGS QUAD   -  RUPERT SE (1978)
 NU1282
 NU1282                         *CURRENT SURVEY CONTROL
 NU1282  ___________________________________________________________________
 NU1282* NAD 83(1986)-  42 34 07.     (N)    113 37 24.     (W)     SCALED    
 NU1282* NAVD 88     -      1273.293  (meters)    4177.46   (feet)  ADJUSTED  
 NU1282  ___________________________________________________________________
 NU1282  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 NU1282  DYNAMIC HT  -        1272.568 (meters)    4175.08  (feet)  COMP
 NU1282  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 NU1282
 NU1282  VERT ORDER  -  SECOND    CLASS 0
 NU1282
 NU1282.The horizontal coordinates were scaled from a topographic map and have
 NU1282.an estimated accuracy of +/- 6 seconds.
 NU1282
 NU1282.The orthometric height was determined by differential leveling
 NU1282.and adjusted by the National Geodetic Survey in June 1991..
 NU1282
 NU1282.The geoid height was determined by GEOID03.
 NU1282
 NU1282.The dynamic height is computed by dividing the NAVD 88
 NU1282.geopotential number by the normal gravity value computed on the
 NU1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1282.degrees latitude (g = 980.6199 gals.).
 NU1282
 NU1282.The modeled gravity was interpolated from observed gravity values.
 NU1282
 NU1282;                    North         East    Units  Estimated Accuracy
 NU1282;SPC ID C     -   100,250.      530,930.      MT  (+/- 180 meters Scaled)
 NU1282
 NU1282                          SUPERSEDED SURVEY CONTROL
 NU1282
 NU1282  NGVD 29 (??/??/92) 1272.322  (m)         4174.28   (f) ADJ UNCH    2 0
 NU1282
 NU1282.Superseded values are not recommended for survey control.
 NU1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1282.See file dsdata.txt to determine how the superseded data were derived.
 NU1282
 NU1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN846162(NAD 83)
 NU1282_MARKER: DB = BENCH MARK DISK
 NU1282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU1282_SP_SET: CURB
 NU1282_STAMPING: J 101 1960
 NU1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1282
 NU1282  HISTORY     - Date     Condition        Report By
 NU1282  HISTORY     - 1960     MONUMENTED       CGS
 NU1282  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU1282
 NU1282                          STATION DESCRIPTION
 NU1282
 NU1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1282'3.35 MI N FROM DECLO.
 NU1282'3.35 MILES NORTH ON STATE HIGHWAY 77 FROM DECLO TO THE JUNCTION OF
 NU1282'INTERSTATE HIGHWAY 80N, 16 FEET EAST OF THE CENTERLINE OF STATE
 NU1282'HIGHWAY 77, 1.1 FEET NORTH OF THE SOUTHEAST CORNER OF THE CONCRETE
 NU1282'OVERPASS, SET IN A DRILL HOLE IN THE CURB AND 0.7 FOOT ABOVE THE
 NU1282'ROADWAY.
 NU1282
 NU1282                          STATION RECOVERY (1983)
 NU1282
 NU1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1282'NOT RECOVERED.  BRIDGE DESCRIBED HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1037 ***********************************************************************
 NU1037  DESIGNATION -  J 102
 NU1037  PID         -  NU1037
 NU1037  STATE/COUNTY-  ID/CASSIA
 NU1037  USGS QUAD   -  SUBLETT (1985)
 NU1037
 NU1037                         *CURRENT SURVEY CONTROL
 NU1037  ___________________________________________________________________
 NU1037* NAD 83(1986)-  42 16 47.     (N)    113 09 28.     (W)     SCALED    
 NU1037* NAVD 88     -      1506.735  (meters)    4943.35   (feet)  ADJUSTED  
 NU1037  ___________________________________________________________________
 NU1037  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NU1037  DYNAMIC HT  -        1505.745 (meters)    4940.10  (feet)  COMP
 NU1037  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 NU1037
 NU1037  VERT ORDER  -  SECOND    CLASS 0
 NU1037
 NU1037.The horizontal coordinates were scaled from a topographic map and have
 NU1037.an estimated accuracy of +/- 6 seconds.
 NU1037
 NU1037.The orthometric height was determined by differential leveling
 NU1037.and adjusted by the National Geodetic Survey in June 1991..
 NU1037
 NU1037.The geoid height was determined by GEOID03.
 NU1037
 NU1037.The dynamic height is computed by dividing the NAVD 88
 NU1037.geopotential number by the normal gravity value computed on the
 NU1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1037.degrees latitude (g = 980.6199 gals.).
 NU1037
 NU1037.The modeled gravity was interpolated from observed gravity values.
 NU1037
 NU1037;                    North         East    Units  Estimated Accuracy
 NU1037;SPC ID C     -    68,430.      569,470.      MT  (+/- 180 meters Scaled)
 NU1037
 NU1037                          SUPERSEDED SURVEY CONTROL
 NU1037
 NU1037  NGVD 29 (??/??/92) 1505.657  (m)         4939.81   (f) ADJ UNCH    2 0
 NU1037
 NU1037.Superseded values are not recommended for survey control.
 NU1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1037.See file dsdata.txt to determine how the superseded data were derived.
 NU1037
 NU1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM220830(NAD 83)
 NU1037_MARKER: DB = BENCH MARK DISK
 NU1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1037_STAMPING: J 102 1960
 NU1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1037+STABILITY: SURFACE MOTION
 NU1037
 NU1037  HISTORY     - Date     Condition        Report By
 NU1037  HISTORY     - 1960     MONUMENTED       CGS
 NU1037
 NU1037                          STATION DESCRIPTION
 NU1037
 NU1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1037'14.3 MI SE FROM MALTA.
 NU1037'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1037'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A GRAVEL ROAD, THENCE 2.3
 NU1037'MILES SOUTH, THENCE 1.4 MILES SOUTHEAST ON GRAVEL ROAD LEADING TO
 NU1037'JUNIPER, 0.65 MILE NORTHWEST OF A GRAVEL ROAD LEADING WEST, 29 FEET
 NU1037'NORTHEAST OF THE CENTERLINE OF THE ROAD, 2.1 FEET EAST OF A METAL
 NU1037'WITNESS POST WITH SIGN, 2 FEET SOUTHWEST OF A FENCE LINE, SET IN A
 NU1037'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1179 ***********************************************************************
 NU1179  DESIGNATION -  J 103
 NU1179  PID         -  NU1179
 NU1179  STATE/COUNTY-  ID/JEROME
 NU1179  USGS QUAD   -  BURLEY SW (1978)
 NU1179
 NU1179                         *CURRENT SURVEY CONTROL
 NU1179  ___________________________________________________________________
 NU1179* NAD 83(1986)-  42 34 37.     (N)    113 57 06.     (W)     SCALED    
 NU1179* NAVD 88     -      1297.288  (meters)    4256.19   (feet)  ADJUSTED  
 NU1179  ___________________________________________________________________
 NU1179  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 NU1179  DYNAMIC HT  -        1296.577 (meters)    4253.85  (feet)  COMP
 NU1179  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 NU1179
 NU1179  VERT ORDER  -  SECOND    CLASS 0
 NU1179
 NU1179.The horizontal coordinates were scaled from a topographic map and have
 NU1179.an estimated accuracy of +/- 6 seconds.
 NU1179
 NU1179.The orthometric height was determined by differential leveling
 NU1179.and adjusted by the National Geodetic Survey in June 1991..
 NU1179
 NU1179.The geoid height was determined by GEOID03.
 NU1179
 NU1179.The dynamic height is computed by dividing the NAVD 88
 NU1179.geopotential number by the normal gravity value computed on the
 NU1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1179.degrees latitude (g = 980.6199 gals.).
 NU1179
 NU1179.The modeled gravity was interpolated from observed gravity values.
 NU1179
 NU1179;                    North         East    Units  Estimated Accuracy
 NU1179;SPC ID C     -   101,110.      503,970.      MT  (+/- 180 meters Scaled)
 NU1179
 NU1179                          SUPERSEDED SURVEY CONTROL
 NU1179
 NU1179  NGVD 29 (??/??/92) 1296.337  (m)         4253.07   (f) ADJ UNCH    2 0
 NU1179
 NU1179.Superseded values are not recommended for survey control.
 NU1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1179.See file dsdata.txt to determine how the superseded data were derived.
 NU1179
 NU1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN577180(NAD 83)
 NU1179_MARKER: DB = BENCH MARK DISK
 NU1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1179_STAMPING: J 103 1960
 NU1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1179+STABILITY: SURFACE MOTION
 NU1179
 NU1179  HISTORY     - Date     Condition        Report By
 NU1179  HISTORY     - 1960     MONUMENTED       CGS
 NU1179
 NU1179                          STATION DESCRIPTION
 NU1179
 NU1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1179'4.9 MI E FROM GREENWOOD.
 NU1179'4.9 MILES EAST ON STATE HIGHWAY 25 FROM THE GREENWOOD SERVICE STATION,
 NU1179'36.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.3 FEET SOUTH OF A
 NU1179'METAL WITNESS POST WITH SIGN, 3 FEET NORTH OF A POWER POLE, SET IN A
 NU1179'CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0126 ***********************************************************************
 NW0126  DESIGNATION -  J 106
 NW0126  PID         -  NW0126
 NW0126  STATE/COUNTY-  ID/OWYHEE
 NW0126  USGS QUAD   -  PARSNIP PEAK (1969)
 NW0126
 NW0126                         *CURRENT SURVEY CONTROL
 NW0126  ___________________________________________________________________
 NW0126* NAD 83(1986)-  42 52 10.     (N)    117 00 45.     (W)     SCALED    
 NW0126* NAVD 88     -      1403.687  (meters)    4605.26   (feet)  ADJUSTED  
 NW0126  ___________________________________________________________________
 NW0126  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 NW0126  DYNAMIC HT  -        1402.905 (meters)    4602.70  (feet)  COMP
 NW0126  MODELED GRAV-     980,014.1   (mgal)                       NAVD 88
 NW0126
 NW0126  VERT ORDER  -  SECOND    CLASS 0
 NW0126
 NW0126.The horizontal coordinates were scaled from a topographic map and have
 NW0126.an estimated accuracy of +/- 6 seconds.
 NW0126
 NW0126.The orthometric height was determined by differential leveling
 NW0126.and adjusted by the National Geodetic Survey in June 1991..
 NW0126
 NW0126.The geoid height was determined by GEOID03.
 NW0126
 NW0126.The dynamic height is computed by dividing the NAVD 88
 NW0126.geopotential number by the normal gravity value computed on the
 NW0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0126.degrees latitude (g = 980.6199 gals.).
 NW0126
 NW0126.The modeled gravity was interpolated from observed gravity values.
 NW0126
 NW0126;                    North         East    Units  Estimated Accuracy
 NW0126;SPC ID W     -   134,370.      696,840.      MT  (+/- 180 meters Scaled)
 NW0126
 NW0126                          SUPERSEDED SURVEY CONTROL
 NW0126
 NW0126  NGVD 29 (??/??/92) 1402.613  (m)         4601.74   (f) ADJ UNCH    2 0
 NW0126
 NW0126.Superseded values are not recommended for survey control.
 NW0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0126.See file dsdata.txt to determine how the superseded data were derived.
 NW0126
 NW0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH989463(NAD 83)
 NW0126_MARKER: DB = BENCH MARK DISK
 NW0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0126_STAMPING: J 106 1963
 NW0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0126+STABILITY: SURFACE MOTION
 NW0126
 NW0126  HISTORY     - Date     Condition        Report By
 NW0126  HISTORY     - 1963     MONUMENTED       CGS
 NW0126
 NW0126                          STATION DESCRIPTION
 NW0126
 NW0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0126'9.9 MI SE FROM JORDAN VALLEY, OR.
 NW0126'9.9 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY HOTEL
 NW0126'AT JORDAN VALLEY, 44 FEET WEST OF THE CENTER LINE OF THE ROAD, 57 FEET
 NW0126'NORTH OF A TELEPHONE POLE, 2.8 FEET NORTH OF A WITNESS POST, ABOUT
 NW0126'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NW0126'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0079 ***********************************************************************
 NW0079  DESIGNATION -  J 107
 NW0079  PID         -  NW0079
 NW0079  STATE/COUNTY-  ID/OWYHEE
 NW0079  USGS QUAD   -  RED BASIN (1973)
 NW0079
 NW0079                         *CURRENT SURVEY CONTROL
 NW0079  ___________________________________________________________________
 NW0079* NAD 83(1986)-  42 15 53.     (N)    116 52 22.     (W)     SCALED    
 NW0079* NAVD 88     -      1389.004  (meters)    4557.09   (feet)  ADJUSTED  
 NW0079  ___________________________________________________________________
 NW0079  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 NW0079  DYNAMIC HT  -        1388.057 (meters)    4553.98  (feet)  COMP
 NW0079  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 NW0079
 NW0079  VERT ORDER  -  SECOND    CLASS 0
 NW0079
 NW0079.The horizontal coordinates were scaled from a topographic map and have
 NW0079.an estimated accuracy of +/- 6 seconds.
 NW0079
 NW0079.The orthometric height was determined by differential leveling
 NW0079.and adjusted by the National Geodetic Survey in June 1991..
 NW0079
 NW0079.The geoid height was determined by GEOID03.
 NW0079
 NW0079.The dynamic height is computed by dividing the NAVD 88
 NW0079.geopotential number by the normal gravity value computed on the
 NW0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0079.degrees latitude (g = 980.6199 gals.).
 NW0079
 NW0079.The modeled gravity was interpolated from observed gravity values.
 NW0079
 NW0079;                    North         East    Units  Estimated Accuracy
 NW0079;SPC ID W     -    67,030.      707,370.      MT  (+/- 180 meters Scaled)
 NW0079
 NW0079                          SUPERSEDED SURVEY CONTROL
 NW0079
 NW0079  NGVD 29 (??/??/92) 1387.824  (m)         4553.22   (f) ADJ UNCH    2 0
 NW0079
 NW0079.Superseded values are not recommended for survey control.
 NW0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0079.See file dsdata.txt to determine how the superseded data were derived.
 NW0079
 NW0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG104791(NAD 83)
 NW0079_MARKER: DB = BENCH MARK DISK
 NW0079_SETTING: 66 = SET IN ROCK OUTCROP
 NW0079_SP_SET: OUTCROP
 NW0079_STAMPING: J 107 1963
 NW0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0079+STABILITY: POSITION/ELEVATION WELL
 NW0079
 NW0079  HISTORY     - Date     Condition        Report By
 NW0079  HISTORY     - 1963     MONUMENTED       CGS
 NW0079
 NW0079                          STATION DESCRIPTION
 NW0079
 NW0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0079'16.25 MI SE FROM C RANCH, OR.
 NW0079'16.25 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, 0.35 MILE
 NW0079'NORTHWEST OF THE LOG CABIN AT CRUTCHER CROSSING, 19 FEET NORTHEAST OF
 NW0079'THE CENTER LINE OF THE ROAD, IN THE TOP OF A 5 BY 10-FOOT OUTCROP, 12
 NW0079'FEET EAST OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0039 ***********************************************************************
 NW0039  DESIGNATION -  J 108
 NW0039  PID         -  NW0039
 NW0039  STATE/COUNTY-  ID/OWYHEE
 NW0039  USGS QUAD   -  JARVIS PASTURE (1971)
 NW0039
 NW0039                         *CURRENT SURVEY CONTROL
 NW0039  ___________________________________________________________________
 NW0039* NAD 83(1986)-  42 14 59.     (N)    116 23 27.     (W)     SCALED    
 NW0039* NAVD 88     -      1678.957  (meters)    5508.38   (feet)  ADJUSTED  
 NW0039  ___________________________________________________________________
 NW0039  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 NW0039  DYNAMIC HT  -        1677.805 (meters)    5504.60  (feet)  COMP
 NW0039  MODELED GRAV-     979,875.9   (mgal)                       NAVD 88
 NW0039
 NW0039  VERT ORDER  -  SECOND    CLASS 0
 NW0039
 NW0039.The horizontal coordinates were scaled from a topographic map and have
 NW0039.an estimated accuracy of +/- 6 seconds.
 NW0039
 NW0039.The orthometric height was determined by differential leveling
 NW0039.and adjusted by the National Geodetic Survey in June 1991..
 NW0039
 NW0039.The geoid height was determined by GEOID03.
 NW0039
 NW0039.The dynamic height is computed by dividing the NAVD 88
 NW0039.geopotential number by the normal gravity value computed on the
 NW0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0039.degrees latitude (g = 980.6199 gals.).
 NW0039
 NW0039.The modeled gravity was interpolated from observed gravity values.
 NW0039
 NW0039;                    North         East    Units  Estimated Accuracy
 NW0039;SPC ID W     -    64,960.      747,120.      MT  (+/- 180 meters Scaled)
 NW0039
 NW0039                          SUPERSEDED SURVEY CONTROL
 NW0039
 NW0039  NGVD 29 (??/??/92) 1677.798  (m)         5504.58   (f) ADJ UNCH    2 0
 NW0039
 NW0039.Superseded values are not recommended for survey control.
 NW0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0039.See file dsdata.txt to determine how the superseded data were derived.
 NW0039
 NW0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG502776(NAD 83)
 NW0039_MARKER: DB = BENCH MARK DISK
 NW0039_SETTING: 66 = SET IN ROCK OUTCROP
 NW0039_SP_SET: LAVA OUTCROP
 NW0039_STAMPING: J 108 1963
 NW0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0039+STABILITY: POSITION/ELEVATION WELL
 NW0039
 NW0039  HISTORY     - Date     Condition        Report By
 NW0039  HISTORY     - 1963     MONUMENTED       CGS
 NW0039
 NW0039                          STATION DESCRIPTION
 NW0039
 NW0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0039'21.9 MI W FROM RIDDLE.
 NW0039'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0039'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0039'ALONG A GRAVELED ROAD , THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0039'THENCE 5.55 MILES WEST ALONG A DIRT ROAD, 0.25 MILES SOUTHEAST OF THE
 NW0039'JUNCTION OF A ROAD LEADING NORTH, 0.15 MILE NORTHWEST OF A POINT WHERE
 NW0039'ROAD MAKES SHARP TURN TO THE NORTHWEST, 81 FEET SOUTHWEST OF THE
 NW0039'CENTER LINE OF THE ROAD, IN THE TOP OF A LAVA OUTCROP PROJECTING 0.7
 NW0039'FOOT ABOVE THE GROUND, 6.9 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT
 NW0039'3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0100 ***********************************************************************
 NW0100  DESIGNATION -  J 109
 NW0100  PID         -  NW0100
 NW0100  STATE/COUNTY-  ID/OWYHEE
 NW0100  USGS QUAD   -  PIUTE BASIN WEST (1973)
 NW0100
 NW0100                         *CURRENT SURVEY CONTROL
 NW0100  ___________________________________________________________________
 NW0100* NAD 83(1986)-  42 12 44.     (N)    116 40 37.     (W)     SCALED    
 NW0100* NAVD 88     -      1553.643  (meters)    5097.24   (feet)  ADJUSTED  
 NW0100  ___________________________________________________________________
 NW0100  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 NW0100  DYNAMIC HT  -        1552.615 (meters)    5093.87  (feet)  COMP
 NW0100  MODELED GRAV-     979,905.4   (mgal)                       NAVD 88
 NW0100
 NW0100  VERT ORDER  -  SECOND    CLASS 0
 NW0100
 NW0100.The horizontal coordinates were scaled from a topographic map and have
 NW0100.an estimated accuracy of +/- 6 seconds.
 NW0100
 NW0100.The orthometric height was determined by differential leveling
 NW0100.and adjusted by the National Geodetic Survey in June 1991..
 NW0100
 NW0100.The geoid height was determined by GEOID03.
 NW0100
 NW0100.The dynamic height is computed by dividing the NAVD 88
 NW0100.geopotential number by the normal gravity value computed on the
 NW0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0100.degrees latitude (g = 980.6199 gals.).
 NW0100
 NW0100.The modeled gravity was interpolated from observed gravity values.
 NW0100
 NW0100;                    North         East    Units  Estimated Accuracy
 NW0100;SPC ID W     -    61,010.      723,460.      MT  (+/- 180 meters Scaled)
 NW0100
 NW0100                          SUPERSEDED SURVEY CONTROL
 NW0100
 NW0100  NGVD 29 (??/??/92) 1552.521  (m)         5093.56   (f) ADJ UNCH    2 0
 NW0100
 NW0100.Superseded values are not recommended for survey control.
 NW0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0100.See file dsdata.txt to determine how the superseded data were derived.
 NW0100
 NW0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG266733(NAD 83)
 NW0100_MARKER: DB = BENCH MARK DISK
 NW0100_SETTING: 66 = SET IN ROCK OUTCROP
 NW0100_SP_SET: OUTCROP
 NW0100_STAMPING: J 109 1963
 NW0100_MARK LOGO: CGS   
 NW0100_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0100+STABILITY: POSITION/ELEVATION WELL
 NW0100
 NW0100  HISTORY     - Date     Condition        Report By
 NW0100  HISTORY     - 1963     MONUMENTED       CGS
 NW0100  HISTORY     - 19980921 GOOD             IDTD
 NW0100
 NW0100                          STATION DESCRIPTION
 NW0100
 NW0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0100'43.45 MI W FROM RIDDLE.
 NW0100'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0100'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0100'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0100'THENCE 7.2 MILES WEST ALONG A DIRT ROAD, THENCE 7.6 MILES SOUTHWEST
 NW0100'ALONG A PIPE LINE ROAD, THENCE 12.3 MILES WEST ALONG A DIRT ROAD, ON
 NW0100'THE SLOPE OF A HILL, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN
 NW0100'THE TOP OF AN OUTCROP RIDGE, 5.0 FEET SOUTHWEST OF A WITNESS POST, AND
 NW0100'ABOUT 4 1/2 FEET HIGHER THAN THE ROAD.
 NW0100
 NW0100                          STATION RECOVERY (1998)
 NW0100
 NW0100'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (DSS)
 NW0100'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0307 ***********************************************************************
 PZ0307  DESIGNATION -  J 11
 PZ0307  PID         -  PZ0307
 PZ0307  STATE/COUNTY-  ID/LEMHI
 PZ0307  USGS QUAD   -  PURCELL SPRING (1989)
 PZ0307
 PZ0307                         *CURRENT SURVEY CONTROL
 PZ0307  ___________________________________________________________________
 PZ0307* NAD 83(1986)-  44 31 11.     (N)    113 16 54.     (W)     SCALED    
 PZ0307* NAVD 88     -      2040.303  (meters)    6693.89   (feet)  ADJUSTED  
 PZ0307  ___________________________________________________________________
 PZ0307  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 PZ0307  DYNAMIC HT  -        2039.096 (meters)    6689.93  (feet)  COMP
 PZ0307  MODELED GRAV-     979,953.7   (mgal)                       NAVD 88
 PZ0307
 PZ0307  VERT ORDER  -  SECOND    CLASS 0
 PZ0307
 PZ0307.The horizontal coordinates were scaled from a topographic map and have
 PZ0307.an estimated accuracy of +/- 6 seconds.
 PZ0307
 PZ0307.The orthometric height was determined by differential leveling
 PZ0307.and adjusted by the National Geodetic Survey in June 1991..
 PZ0307
 PZ0307.The geoid height was determined by GEOID03.
 PZ0307
 PZ0307.The dynamic height is computed by dividing the NAVD 88
 PZ0307.geopotential number by the normal gravity value computed on the
 PZ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0307.degrees latitude (g = 980.6199 gals.).
 PZ0307
 PZ0307.The modeled gravity was interpolated from observed gravity values.
 PZ0307
 PZ0307;                    North         East    Units  Estimated Accuracy
 PZ0307;SPC ID C     -   317,190.      557,110.      MT  (+/- 180 meters Scaled)
 PZ0307
 PZ0307                          SUPERSEDED SURVEY CONTROL
 PZ0307
 PZ0307  NGVD 29 (??/??/92) 2038.902  (m)         6689.30   (f) ADJ UNCH    2 0
 PZ0307
 PZ0307.Superseded values are not recommended for survey control.
 PZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0307.See file dsdata.txt to determine how the superseded data were derived.
 PZ0307
 PZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ186321(NAD 83)
 PZ0307_MARKER: DB = BENCH MARK DISK
 PZ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0307_STAMPING: J 11 1929
 PZ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0307+STABILITY: SURFACE MOTION
 PZ0307
 PZ0307  HISTORY     - Date     Condition        Report By
 PZ0307  HISTORY     - 1929     MONUMENTED       USGS
 PZ0307  HISTORY     - 1934     GOOD             NGS
 PZ0307  HISTORY     - 19950601 GOOD             IDTD
 PZ0307
 PZ0307                          STATION DESCRIPTION
 PZ0307
 PZ0307'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0307'6.9 MI N FROM GILMORE.
 PZ0307'ABOUT 6.9 MILES NORTH ALONG THE GILMORE AND PITTSBURGH RAILROAD FROM
 PZ0307'THE STATION AT GILMORE, LEMHI COUNTY, ABOUT 110 FEET SOUTHWEST OF A
 PZ0307'HIGH FILL, ABOUT 75 FEET SOUTH OF A POLE, ABOUT 40 FEET SOUTHEAST OF
 PZ0307'THE CROSSING OF TRAIL, AND 16 FEET SOUTH OF THE CENTER LINE OF THE
 PZ0307'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED J 11
 PZ0307'1929 AND SET IN THE TOP OF A CONCRETE POST.
 PZ0307
 PZ0307                          STATION RECOVERY (1934)
 PZ0307
 PZ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PZ0307'RECOVERED IN GOOD CONDITION.
 PZ0307
 PZ0307                          STATION RECOVERY (1995)
 PZ0307
 PZ0307'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1995 (GDJ)
 PZ0307'ON SH-28 AT MILEPOST 78.10 THE MARK IS ABOUT 10 FEET SOUTHWEST OF A
 PZ0307'HIGH FILL ON THE OLD RR BED, AND ABOUT 40 FEET SOUTH OF THE CROSSING
 PZ0307'OF A DIRT ROAD, AND 16 FEET SOUTHWEST OF THE CENTER OF THE RR BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0430 ***********************************************************************
 PY0430  CBN         -  This is a Cooperative Base Network Control Station.
 PY0430  DESIGNATION -  J 11
 PY0430  PID         -  PY0430
 PY0430  STATE/COUNTY-  ID/FREMONT
 PY0430  USGS QUAD   -  ISLAND PARK (1964)
 PY0430
 PY0430                         *CURRENT SURVEY CONTROL
 PY0430  ___________________________________________________________________
 PY0430* NAD 83(1999)-  44 23 12.43234(N)    111 18 44.13527(W)     ADJUSTED  
 PY0430* NAVD 88     -      1919.218  (meters)    6296.63   (feet)  POSTED    
 PY0430  ___________________________________________________________________
 PY0430  X           -  -1,659,835.839 (meters)                     COMP
 PY0430  Y           -  -4,254,568.650 (meters)                     COMP
 PY0430  Z           -   4,440,242.378 (meters)                     COMP
 PY0430  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 PY0430  ELLIP HEIGHT-        1909.71  (meters)          (04/16/01) GPS OBS
 PY0430  GEOID HEIGHT-          -9.54  (meters)                     GEOID03
 PY0430  DYNAMIC HT  -        1918.120 (meters)    6293.03  (feet)  COMP
 PY0430  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 PY0430
 PY0430  HORZ ORDER  -  B
 PY0430  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0430  ELLP ORDER  -  FOURTH    CLASS II
 PY0430
 PY0430.The horizontal coordinates were established by GPS observations
 PY0430.and adjusted by the National Geodetic Survey in April 2001..
 PY0430.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PY0430.DATUM ITEM on the data sheet items page.
 PY0430
 PY0430.The orthometric height was determined by differential leveling
 PY0430.and adjusted by the National Geodetic Survey in 1992..
 PY0430.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0430.rate of 1.1 thru 2.0 mm/km.
 PY0430
 PY0430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0430
 PY0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0430
 PY0430.The ellipsoidal height was determined by GPS observations
 PY0430.and is referenced to NAD 83.
 PY0430
 PY0430.The geoid height was determined by GEOID03.
 PY0430
 PY0430.The dynamic height is computed by dividing the NAVD 88
 PY0430.geopotential number by the normal gravity value computed on the
 PY0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0430.degrees latitude (g = 980.6199 gals.).
 PY0430
 PY0430.The modeled gravity was interpolated from observed gravity values.
 PY0430
 PY0430;                    North         East     Units Scale Factor Converg.
 PY0430;SPC ID E     -   302,526.219   268,078.438   MT  1.00000434   +0 35 51.6
 PY0430;UTM  12      - 4,914,881.263   475,128.057   MT  0.99960761   -0 13 06.3
 PY0430
 PY0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0430!SPC ID E     -   0.99970065  x   1.00000434  =   0.99970499
 PY0430!UTM  12      -   0.99970065  x   0.99960761  =   0.99930838
 PY0430
 PY0430                          SUPERSEDED SURVEY CONTROL
 PY0430
 PY0430  NAD 83(1992)-  44 23 12.43207(N)    111 18 44.13453(W) AD(       ) B
 PY0430  ELLIP H (05/15/92) 1909.79   (m)                       GP(       ) 4 2
 PY0430  NAD 83(1992)-  44 23 12.42188(N)    111 18 44.12021(W) AD(       ) 1
 PY0430  NGVD 29 (??/??/92) 1917.926  (m)         6292.40   (f) ADJ UNCH    1 2
 PY0430
 PY0430.Superseded values are not recommended for survey control.
 PY0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0430.See file dsdata.txt to determine how the superseded data were derived.
 PY0430
 PY0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ7512814881(NAD 83)
 PY0430_MARKER: DB = BENCH MARK DISK
 PY0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0430_STAMPING: J 11 1923 6292.940
 PY0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0430+STABILITY: SURFACE MOTION
 PY0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0430+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 PY0430
 PY0430  HISTORY     - Date     Condition        Report By
 PY0430  HISTORY     - 1923     MONUMENTED       CGS
 PY0430  HISTORY     - 1960     GOOD             NGS
 PY0430  HISTORY     - 1967     GOOD             NGS
 PY0430  HISTORY     - 1987     GOOD             NGS
 PY0430  HISTORY     - 20050618 GOOD             DJC
 PY0430
 PY0430                          STATION DESCRIPTION
 PY0430
 PY0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0430'10.75 MI SW FROM BIG SPRINGS.
 PY0430'10.75 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 PY0430'STATION AT BIG SPRINGS, 0.5 MILE SOUTH OF THE STATION SIGN AT ISLAND
 PY0430'PARK, 4.5 FEET NORTH OF MILEPOLE 80, IN LINE WITH A ROW OF TELEGRAPH
 PY0430'POLES, 40.4 FEET EAST OF THE EAST RAIL, 71 1/2 FEET WEST OF THE CENTER
 PY0430'LINE OF A TRACK ROAD, 1.8 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT
 PY0430'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PY0430'0.2 FOOT ABOVE THE GROUND.
 PY0430
 PY0430                          STATION RECOVERY (1967)
 PY0430
 PY0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0430'RECOVERED IN GOOD CONDITION.
 PY0430
 PY0430                          STATION RECOVERY (1987)
 PY0430
 PY0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0430'THE STATION WAS RECOVERED AT THIS DATE.
 PY0430'
 PY0430'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) SOUTHEAST OF ISLAND
 PY0430'PARK, IN THE TARGHEE NATIONAL FOREST, IN AN OPEN AREA BETWEEN AN
 PY0430'OLD RAILROAD BED AND A DIRT ROAD, IN THE EXTREME NORTHWEST CORNER
 PY0430'OF SECTION 7, T 12 N, R 44 E, IN AN AREA LOCALLY KNOWN AS ISLAND
 PY0430'PARK SIDING.
 PY0430'OWNERSHIP--U.S. FOREST SERVICE, ISLAND PARK RANGER DISTRICT, PHONE
 PY0430'208-558-7301.
 PY0430'
 PY0430'TO REACH THE STATION FROM THE U.S. HIGHWAY 20 BRIDGE OVER THE
 PY0430'BUFFALO RIVER AT ISLAND PARK, GO SOUTHWEST FOR
 PY0430'0.3 KM (0.2 MI) ON HIGHWAY 20 TO THE FOREST SERVICE HEADQUARTERS ON
 PY0430'THE LEFT.  CONTINUE AHEAD FOR 3.0 KM (1.9 MI) TO A GRAVEL ROAD
 PY0430'LEFT.
 PY0430'TURN LEFT AND GO EAST FOR 5.2 KM (3.25 MI) ON CHICK CREEK ROAD
 PY0430'(FS 291) TO A CROSSROAD.
 PY0430'TURN RIGHT AND GO SOUTHEAST FOR 0.8 KM (0.5 MI) ON WARM RIVER ROAD
 PY0430'(FS 150) TO THE OLD RAILROAD BED.  CONTINUE AHEAD AND GO SOUTH FOR
 PY0430'0.7 KM (0.45 MI) ON A DIRT ROAD, PARALLEL TO OLD RAILROAD BED, TO
 PY0430'THE STATION ON THE RIGHT, JUST BEFORE REACHING A CATTLE GUARD.
 PY0430'
 PY0430'THE STATION IS A STANDARD CGS BENCH MARK DISK
 PY0430'STAMPED---J 11 1923 6292.940---,
 PY0430'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 PY0430'20 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 PY0430'66.1 METERS (217 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 PY0430'CATTLE GUARD,
 PY0430'20.1 METERS (66 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 PY0430'DIRT ROAD,
 PY0430'13.3 METERS (43.5 FT) NORTHEAST FROM THE CENTER OF OLD RAILROAD
 PY0430'BED,
 PY0430'1.8 METERS (6 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF A SHALLOW
 PY0430'BORROW PIT AND
 PY0430'0.5 METERS (1.8 FT) SOUTH-SOUTHEAST FROM A CARSONITE WITNESS POST.
 PY0430'
 PY0430'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0430'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0430'
 PY0430'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0430'
 PY0430'DESCRIBED BY G.R. HEID.
 PY0430
 PY0430                          STATION RECOVERY (2005)
 PY0430
 PY0430'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 PY0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0010 ***********************************************************************
 NU0010  DESIGNATION -  J 115
 NU0010  PID         -  NU0010
 NU0010  STATE/COUNTY-  ID/BANNOCK
 NU0010  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0010
 NU0010                         *CURRENT SURVEY CONTROL
 NU0010  ___________________________________________________________________
 NU0010* NAD 83(1986)-  42 48 24.     (N)    112 22 45.     (W)     SCALED    
 NU0010* NAVD 88     -      1365.824  (meters)    4481.04   (feet)  ADJUSTED  
 NU0010  ___________________________________________________________________
 NU0010  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 NU0010  DYNAMIC HT  -        1365.029 (meters)    4478.43  (feet)  COMP
 NU0010  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 NU0010
 NU0010  VERT ORDER  -  FIRST     CLASS I
 NU0010
 NU0010.The horizontal coordinates were scaled from a topographic map and have
 NU0010.an estimated accuracy of +/- 6 seconds.
 NU0010
 NU0010.The orthometric height was determined by differential leveling
 NU0010.and adjusted by the National Geodetic Survey in June 1991..
 NU0010
 NU0010.The geoid height was determined by GEOID03.
 NU0010
 NU0010.The dynamic height is computed by dividing the NAVD 88
 NU0010.geopotential number by the normal gravity value computed on the
 NU0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0010.degrees latitude (g = 980.6199 gals.).
 NU0010
 NU0010.The modeled gravity was interpolated from observed gravity values.
 NU0010
 NU0010;                    North         East    Units  Estimated Accuracy
 NU0010;SPC ID E     -   126,640.      182,620.      MT  (+/- 180 meters Scaled)
 NU0010
 NU0010                          SUPERSEDED SURVEY CONTROL
 NU0010
 NU0010  NGVD 29 (??/??/92) 1364.771  (m)         4477.59   (f) ADJ UNCH    1 1
 NU0010
 NU0010.Superseded values are not recommended for survey control.
 NU0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0010.See file dsdata.txt to determine how the superseded data were derived.
 NU0010
 NU0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN872402(NAD 83)
 NU0010_MARKER: DB = BENCH MARK DISK
 NU0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0010_STAMPING: J 115 1958
 NU0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0010+STABILITY: SURFACE MOTION
 NU0010
 NU0010  HISTORY     - Date     Condition        Report By
 NU0010  HISTORY     - 1958     MONUMENTED       CGS
 NU0010  HISTORY     - 1967     GOOD             NGS
 NU0010
 NU0010                          STATION DESCRIPTION
 NU0010
 NU0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0010'5.1 MI SE FROM POCATELLO.
 NU0010'5.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0010'AT POCATELLO, 0.2 MILE SOUTHEAST OF THE CROSSING OF A FARM ROAD, IN A
 NU0010'PASTURE, 23 1/2 FEET NORTHEAST OF MILEPOLE 209, 63.8 FEET NORTHEAST OF
 NU0010'THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 28.8 FEET NORTHEAST OF A
 NU0010'FENCE, 4 FEET NORTHEAST OF A 2 1/2 FOOT DROP-OFF, 1.2 FEET SOUTHWEST
 NU0010'OF A WITNESS POST, 8 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 NU0010'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 NU0010
 NU0010                          STATION RECOVERY (1967)
 NU0010
 NU0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0052 ***********************************************************************
 SV0052  DESIGNATION -  J 116
 SV0052  PID         -  SV0052
 SV0052  STATE/COUNTY-  ID/SHOSHONE
 SV0052  USGS QUAD   -  SPYGLASS PEAK (1996)
 SV0052
 SV0052                         *CURRENT SURVEY CONTROL
 SV0052  ___________________________________________________________________
 SV0052* NAD 83(1986)-  47 51 58.     (N)    116 14 01.     (W)     SCALED    
 SV0052* NAVD 88     -       896.617  (meters)    2941.65   (feet)  ADJUSTED  
 SV0052  ___________________________________________________________________
 SV0052  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 SV0052  DYNAMIC HT  -         896.608 (meters)    2941.62  (feet)  COMP
 SV0052  MODELED GRAV-     980,571.4   (mgal)                       NAVD 88
 SV0052
 SV0052  VERT ORDER  -  SECOND    CLASS 0
 SV0052
 SV0052.The horizontal coordinates were scaled from a topographic map and have
 SV0052.an estimated accuracy of +/- 6 seconds.
 SV0052
 SV0052.The orthometric height was determined by differential leveling
 SV0052.and adjusted by the National Geodetic Survey in June 1991..
 SV0052
 SV0052.The geoid height was determined by GEOID03.
 SV0052
 SV0052.The dynamic height is computed by dividing the NAVD 88
 SV0052.geopotential number by the normal gravity value computed on the
 SV0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0052.degrees latitude (g = 980.6199 gals.).
 SV0052
 SV0052.The modeled gravity was interpolated from observed gravity values.
 SV0052
 SV0052;                    North         East    Units  Estimated Accuracy
 SV0052;SPC ID W     -   688,990.      763,820.      MT  (+/- 180 meters Scaled)
 SV0052
 SV0052                          SUPERSEDED SURVEY CONTROL
 SV0052
 SV0052  NGVD 29 (??/??/92)  895.449  (m)         2937.82   (f) ADJ UNCH    2 0
 SV0052
 SV0052.Superseded values are not recommended for survey control.
 SV0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0052.See file dsdata.txt to determine how the superseded data were derived.
 SV0052
 SV0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP573017(NAD 83)
 SV0052_MARKER: DB = BENCH MARK DISK
 SV0052_SETTING: 66 = SET IN ROCK OUTCROP
 SV0052_SP_SET: OUTCROP
 SV0052_STAMPING: J 116 1958
 SV0052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0052+STABILITY: POSITION/ELEVATION WELL
 SV0052
 SV0052  HISTORY     - Date     Condition        Report By
 SV0052  HISTORY     - 1958     MONUMENTED       CGS
 SV0052  HISTORY     - 1966     MARK NOT FOUND   USGS
 SV0052  HISTORY     - 1983     GOOD             NGS
 SV0052
 SV0052                          STATION DESCRIPTION
 SV0052
 SV0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0052'2.4 MI NE FROM MAGEE RANGER STATION.
 SV0052'2.4 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION, 184
 SV0052'FEET SOUTHWEST OF THE CROSSING OF COOL WATER CREEK, IN TOP OF THE
 SV0052'SOUTHEAST END OF AN EMBEDDED OUTCROP, 12 FEET SOUTHEAST OF THE CENTER
 SV0052'LINE OF THE ROAD, 3 FEET NORTHWEST OF THE NORTHWEST EDGE OF MAGEE
 SV0052'CREEK, AND LEVEL WITH THE ROAD.
 SV0052
 SV0052                          STATION RECOVERY (1966)
 SV0052
 SV0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SV0052'MARK NOT FOUND.
 SV0052
 SV0052                          STATION RECOVERY (1983)
 SV0052
 SV0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0744 ***********************************************************************
 OY0744  DESIGNATION -  J 117
 OY0744  PID         -  OY0744
 OY0744  STATE/COUNTY-  ID/BUTTE
 OY0744  USGS QUAD   -  CHAMPAGNE CREEK (1991)
 OY0744
 OY0744                         *CURRENT SURVEY CONTROL
 OY0744  ___________________________________________________________________
 OY0744* NAD 83(1986)-  43 33 40.     (N)    113 31 23.     (W)     SCALED    
 OY0744* NAVD 88     -      1737.959  (meters)    5701.95   (feet)  ADJUSTED  
 OY0744  ___________________________________________________________________
 OY0744  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 OY0744  DYNAMIC HT  -        1736.943 (meters)    5698.62  (feet)  COMP
 OY0744  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 OY0744
 OY0744  VERT ORDER  -  SECOND    CLASS 0
 OY0744
 OY0744.The horizontal coordinates were scaled from a topographic map and have
 OY0744.an estimated accuracy of +/- 6 seconds.
 OY0744
 OY0744.The orthometric height was determined by differential leveling
 OY0744.and adjusted by the National Geodetic Survey in June 1991..
 OY0744
 OY0744.The geoid height was determined by GEOID03.
 OY0744
 OY0744.The dynamic height is computed by dividing the NAVD 88
 OY0744.geopotential number by the normal gravity value computed on the
 OY0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0744.degrees latitude (g = 980.6199 gals.).
 OY0744
 OY0744.The modeled gravity was interpolated from observed gravity values.
 OY0744
 OY0744;                    North         East    Units  Estimated Accuracy
 OY0744;SPC ID C     -   210,540.      538,530.      MT  (+/- 180 meters Scaled)
 OY0744
 OY0744                          SUPERSEDED SURVEY CONTROL
 OY0744
 OY0744  NGVD 29 (??/??/92) 1736.818  (m)         5698.21   (f) ADJ UNCH    2 0
 OY0744
 OY0744.Superseded values are not recommended for survey control.
 OY0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0744.See file dsdata.txt to determine how the superseded data were derived.
 OY0744
 OY0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP962262(NAD 83)
 OY0744_MARKER: DB = BENCH MARK DISK
 OY0744_SETTING: 66 = SET IN ROCK OUTCROP
 OY0744_SP_SET: ROCK OUTCROP
 OY0744_STAMPING: J 117 1958
 OY0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0744+STABILITY: POSITION/ELEVATION WELL
 OY0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0744+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 OY0744
 OY0744  HISTORY     - Date     Condition        Report By
 OY0744  HISTORY     - 1958     MONUMENTED       CGS
 OY0744  HISTORY     - 20021028 GOOD             IDTD
 OY0744
 OY0744                          STATION DESCRIPTION
 OY0744
 OY0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0744'13.55 MI SW FROM ARCO.
 OY0744'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0744'THENCE 8.55 MILES SOUTHWEST ALONG A DIRT ROAD, 0.4 MILE NORTH OF THE
 OY0744'JUNCTION OF A ROAD LEADING WEST TO HORN SILVER MINE, ON THE WEST SLOPE
 OY0744'OF A SMALL ROCKY RISE, AT THE SOUTH END OF A CURVE, IN THE TOP OF
 OY0744'EMBEDDED LAVA OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 71
 OY0744'1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 301 FEET SOUTHEAST AND
 OY0744'ACROSS THE ROAD FROM THE SOUTH END OF A GATE, 199 FEET EAST AND ACROSS
 OY0744'THE ROAD FROM AN ANGLE POST IN A FENCE LINE WITH TWO BRACES, AND ABOUT
 OY0744'4 FEET HIGHER THAN THE ROAD.
 OY0744
 OY0744                          STATION RECOVERY (2002)
 OY0744
 OY0744'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JK)
 OY0744'FROM THE PARK HEADQUARTERS ENTRANCE TO CRATERS OF THE MOON NAT. MON.,
 OY0744'PROCEED NORTHEAST ON US-20-26-93 FOR 3.975 KM TO MILEPOST 231.950,
 OY0744'TURN LEFT (WEST) ON A DIRT ROAD AND PROCEED NORTHWESTERLY AND
 OY0744'NORTHEASTERLY FOR 10.673 KM AND THE MARK ON THE RIGHT.  NAD 83 (1999)
 OY0744'RTK DERIVED POSITION =  43-33-39.48604 N  113-31-24.11564 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0600 ***********************************************************************
 OY0600  DESIGNATION -  J 118
 OY0600  PID         -  OY0600
 OY0600  STATE/COUNTY-  ID/BLAINE
 OY0600  USGS QUAD   -  ANTELOPE LAKE (1972)
 OY0600
 OY0600                         *CURRENT SURVEY CONTROL
 OY0600  ___________________________________________________________________
 OY0600* NAD 83(1986)-  43 12 47.     (N)    113 13 56.     (W)     SCALED    
 OY0600* NAVD 88     -      1541.631  (meters)    5057.83   (feet)  ADJUSTED  
 OY0600  ___________________________________________________________________
 OY0600  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 OY0600  DYNAMIC HT  -        1540.766 (meters)    5055.00  (feet)  COMP
 OY0600  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 OY0600
 OY0600  VERT ORDER  -  SECOND    CLASS 0
 OY0600
 OY0600.The horizontal coordinates were scaled from a topographic map and have
 OY0600.an estimated accuracy of +/- 6 seconds.
 OY0600
 OY0600.The orthometric height was determined by differential leveling
 OY0600.and adjusted by the National Geodetic Survey in June 1991..
 OY0600
 OY0600.The geoid height was determined by GEOID03.
 OY0600
 OY0600.The dynamic height is computed by dividing the NAVD 88
 OY0600.geopotential number by the normal gravity value computed on the
 OY0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0600.degrees latitude (g = 980.6199 gals.).
 OY0600
 OY0600.The modeled gravity was interpolated from observed gravity values.
 OY0600
 OY0600;                    North         East    Units  Estimated Accuracy
 OY0600;SPC ID C     -   172,050.      562,390.      MT  (+/- 180 meters Scaled)
 OY0600
 OY0600                          SUPERSEDED SURVEY CONTROL
 OY0600
 OY0600  NGVD 29 (??/??/92) 1540.575  (m)         5054.37   (f) ADJ UNCH    2 0
 OY0600
 OY0600.Superseded values are not recommended for survey control.
 OY0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0600.See file dsdata.txt to determine how the superseded data were derived.
 OY0600
 OY0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN186868(NAD 83)
 OY0600_MARKER: DB = BENCH MARK DISK
 OY0600_SETTING: 66 = SET IN ROCK OUTCROP
 OY0600_SP_SET: ROCK OUTCROP
 OY0600_STAMPING: J 118 1958
 OY0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0600+STABILITY: POSITION/ELEVATION WELL
 OY0600
 OY0600  HISTORY     - Date     Condition        Report By
 OY0600  HISTORY     - 1958     MONUMENTED       CGS
 OY0600
 OY0600                          STATION DESCRIPTION
 OY0600
 OY0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0600'31.2 MI S FROM ARCO.
 OY0600'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0600'THENCE 30.3 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, 0.4
 OY0600'MILE SOUTH OF COXS WELL AIRPORT, ABOUT MIDWAY BETWEEN TWO SHARP
 OY0600'CURVES, AT THE SUMMIT OF A SHORT GRADE, ON A SMALL ROCKY KNOLL, IN TOP
 OY0600'OF A LAVA OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 62 1/2
 OY0600'FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN
 OY0600'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0524 ***********************************************************************
 OY0524  DESIGNATION -  J 119
 OY0524  PID         -  OY0524
 OY0524  STATE/COUNTY-  ID/BUTTE
 OY0524  USGS QUAD   -  ARCO SOUTH (1972)
 OY0524
 OY0524                         *CURRENT SURVEY CONTROL
 OY0524  ___________________________________________________________________
 OY0524* NAD 83(1986)-  43 36 29.     (N)    113 19 21.     (W)     SCALED    
 OY0524* NAVD 88     -      1622.771  (meters)    5324.04   (feet)  ADJUSTED  
 OY0524  ___________________________________________________________________
 OY0524  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 OY0524  DYNAMIC HT  -        1621.842 (meters)    5320.99  (feet)  COMP
 OY0524  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 OY0524
 OY0524  VERT ORDER  -  SECOND    CLASS 0
 OY0524
 OY0524.This mark is at Butte County Airport (AOC)
 OY0524
 OY0524.The horizontal coordinates were scaled from a topographic map and have
 OY0524.an estimated accuracy of +/- 6 seconds.
 OY0524
 OY0524.The orthometric height was determined by differential leveling
 OY0524.and adjusted by the National Geodetic Survey in June 1991..
 OY0524
 OY0524.The geoid height was determined by GEOID03.
 OY0524
 OY0524.The dynamic height is computed by dividing the NAVD 88
 OY0524.geopotential number by the normal gravity value computed on the
 OY0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0524.degrees latitude (g = 980.6199 gals.).
 OY0524
 OY0524.The modeled gravity was interpolated from observed gravity values.
 OY0524
 OY0524;                    North         East    Units  Estimated Accuracy
 OY0524;SPC ID C     -   215,870.      554,690.      MT  (+/- 180 meters Scaled)
 OY0524
 OY0524                          SUPERSEDED SURVEY CONTROL
 OY0524
 OY0524  NGVD 29 (??/??/92) 1621.651  (m)         5320.37   (f) ADJ UNCH    2 0
 OY0524
 OY0524.Superseded values are not recommended for survey control.
 OY0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0524.See file dsdata.txt to determine how the superseded data were derived.
 OY0524
 OY0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP125309(NAD 83)
 OY0524_MARKER: DB = BENCH MARK DISK
 OY0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0524_STAMPING: J 119 1958
 OY0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0524+STABILITY: SURFACE MOTION
 OY0524
 OY0524  HISTORY     - Date     Condition        Report By
 OY0524  HISTORY     - 1958     MONUMENTED       CGS
 OY0524  HISTORY     - 1972     MARK NOT FOUND   USGS
 OY0524
 OY0524                          STATION DESCRIPTION
 OY0524
 OY0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0524'2.3 MI SW FROM ARCO.
 OY0524'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0524'AT THE ARCO MUNICIPAL AIRPORT, AT THE NORTH CORNER OF A CORRUGATED
 OY0524'ALUMINUM HANGAR, 1.8 FEET EAST OF THE NORTH CORNER OF THE HANGAR, 1.0
 OY0524'FOOT NORTHEAST OF THE NORTHEAST END OF THE HANGAR, 1.2 FEET SOUTHWEST
 OY0524'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OY0524'0.3 FOOT ABOVE THE GROUND.
 OY0524
 OY0524                          STATION RECOVERY (1972)
 OY0524
 OY0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0387 ***********************************************************************
 PZ0387  DESIGNATION -  J 12
 PZ0387  PID         -  PZ0387
 PZ0387  STATE/COUNTY-  ID/LEMHI
 PZ0387  USGS QUAD   -  GILMORE (1987)
 PZ0387
 PZ0387                         *CURRENT SURVEY CONTROL
 PZ0387  ___________________________________________________________________
 PZ0387* NAD 83(1986)-  44 29 06.     (N)    113 15 33.     (W)     SCALED    
 PZ0387* NAVD 88     -      2083.555  (meters)    6835.80   (feet)  ADJUSTED  
 PZ0387  ___________________________________________________________________
 PZ0387  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 PZ0387  DYNAMIC HT  -        2082.291 (meters)    6831.65  (feet)  COMP
 PZ0387  MODELED GRAV-     979,936.6   (mgal)                       NAVD 88
 PZ0387
 PZ0387  VERT ORDER  -  SECOND    CLASS 0
 PZ0387
 PZ0387.The horizontal coordinates were scaled from a topographic map and have
 PZ0387.an estimated accuracy of +/- 6 seconds.
 PZ0387
 PZ0387.The orthometric height was determined by differential leveling
 PZ0387.and adjusted by the National Geodetic Survey in June 1991..
 PZ0387
 PZ0387.The geoid height was determined by GEOID03.
 PZ0387
 PZ0387.The dynamic height is computed by dividing the NAVD 88
 PZ0387.geopotential number by the normal gravity value computed on the
 PZ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0387.degrees latitude (g = 980.6199 gals.).
 PZ0387
 PZ0387.The modeled gravity was interpolated from observed gravity values.
 PZ0387
 PZ0387;                    North         East    Units  Estimated Accuracy
 PZ0387;SPC ID C     -   313,350.      558,930.      MT  (+/- 180 meters Scaled)
 PZ0387
 PZ0387                          SUPERSEDED SURVEY CONTROL
 PZ0387
 PZ0387  NGVD 29 (??/??/92) 2082.129  (m)         6831.12   (f) ADJ UNCH    2 0
 PZ0387
 PZ0387.Superseded values are not recommended for survey control.
 PZ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0387.See file dsdata.txt to determine how the superseded data were derived.
 PZ0387
 PZ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ203282(NAD 83)
 PZ0387_MARKER: DD = SURVEY DISK
 PZ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0387_STAMPING: J 12 1929
 PZ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0387+STABILITY: SURFACE MOTION
 PZ0387
 PZ0387  HISTORY     - Date     Condition        Report By
 PZ0387  HISTORY     - 1929     MONUMENTED       USGS
 PZ0387
 PZ0387                          STATION DESCRIPTION
 PZ0387
 PZ0387'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0387'4.1 MI N FROM GILMORE.
 PZ0387'ABOUT 4.1 MILES NORTH ALONG THE GILMORE AND PITTSBURGH RAILROAD FROM
 PZ0387'THE STATION AT GILMORE, LEMHI COUNTY, ABOUT 200 FEET EAST OF A CULVERT
 PZ0387'AT A BEND IN THE LEADORE-GILMORE ROAD, ABOUT 50 FEET WEST OF THE ROAD,
 PZ0387'AND NEAR A 2-FOOT MOUND OF STONE, 1.5 FEET HIGH, AND PAINTED
 PZ0387'U.S.G.S.P.B.M. 6865.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PZ0387'STAMPED J 12 1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1339 ***********************************************************************
 OY1339  DESIGNATION -  J 120 RESET
 OY1339  PID         -  OY1339
 OY1339  STATE/COUNTY-  ID/BLAINE
 OY1339  USGS QUAD   -  LITTLE PARK (1972)
 OY1339
 OY1339                         *CURRENT SURVEY CONTROL
 OY1339  ___________________________________________________________________
 OY1339* NAD 83(1986)-  43 22 25.     (N)    113 44 16.     (W)     SCALED    
 OY1339* NAVD 88     -      1568.26   (meters)    5145.2    (feet)  RESET     
 OY1339  ___________________________________________________________________
 OY1339  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 OY1339
 OY1339  VERT ORDER  -  THIRD
 OY1339
 OY1339.The horizontal coordinates were scaled from a topographic map and have
 OY1339.an estimated accuracy of +/- 6 seconds.
 OY1339
 OY1339.The orthometric height was computed from unverified reset data.
 OY1339.No vertical observational check was made to the station.
 OY1339
 OY1339.The geoid height was determined by GEOID03.
 OY1339
 OY1339;                    North         East    Units  Estimated Accuracy
 OY1339;SPC ID C     -   189,640.      521,250.      MT  (+/- 180 meters Scaled)
 OY1339
 OY1339                          SUPERSEDED SURVEY CONTROL
 OY1339
 OY1339  NGVD 29 (03/27/06) 1567.19   (m)         5141.7    (f) RESET       3  
 OY1339
 OY1339.Superseded values are not recommended for survey control.
 OY1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1339.See file dsdata.txt to determine how the superseded data were derived.
 OY1339
 OY1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP782059(NAD 83)
 OY1339_MARKER: DV = VERTICAL CONTROL DISK
 OY1339_SETTING: 66 = SET IN ROCK OUTCROP
 OY1339_SP_SET: ROCK OUTCROP
 OY1339_STAMPING: J 120 RESET 1978
 OY1339_MARK LOGO: NGS   
 OY1339_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1339+STABILITY: POSITION/ELEVATION WELL
 OY1339
 OY1339  HISTORY     - Date     Condition        Report By
 OY1339  HISTORY     - 1978     MONUMENTED       NGS
 OY1339
 OY1339                          STATION DESCRIPTION
 OY1339
 OY1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 OY1339'FROM THE CAREY POST OFFICE BY GOING NORTHEAST ON US HIGHWAYS 20, 26,
 OY1339'AND 93 FOR 12.1 MILES (19.5 KM) TO MILEPOST NO 217, CONTINUE EAST ON
 OY1339'THE HIGHWAY FOR 0.15 MILE (0.24 KM) TO THE MARK ON THE RIGHT, 87 FEET
 OY1339'(26.5 M) SOUTH OF THE CENTER OF THE HIGHWAY, AT A SLIGHT SUMMIT IN
 OY1339'THE HIGHWAY, AND 1-FOOT WEST OF A ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0624 ***********************************************************************
 OY0624  DESIGNATION -  J 121
 OY0624  PID         -  OY0624
 OY0624  STATE/COUNTY-  ID/POWER
 OY0624  USGS QUAD   -  MOSBY WELL (1972)
 OY0624
 OY0624                         *CURRENT SURVEY CONTROL
 OY0624  ___________________________________________________________________
 OY0624* NAD 83(1986)-  43 03 32.     (N)    113 02 57.     (W)     SCALED    
 OY0624* NAVD 88     -      1525.117  (meters)    5003.65   (feet)  ADJUSTED  
 OY0624  ___________________________________________________________________
 OY0624  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 OY0624  DYNAMIC HT  -        1524.225 (meters)    5000.73  (feet)  COMP
 OY0624  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 OY0624
 OY0624  VERT ORDER  -  SECOND    CLASS 0
 OY0624
 OY0624.The horizontal coordinates were scaled from a topographic map and have
 OY0624.an estimated accuracy of +/- 6 seconds.
 OY0624
 OY0624.The orthometric height was determined by differential leveling
 OY0624.and adjusted by the National Geodetic Survey in June 1991..
 OY0624
 OY0624.The geoid height was determined by GEOID03.
 OY0624
 OY0624.The dynamic height is computed by dividing the NAVD 88
 OY0624.geopotential number by the normal gravity value computed on the
 OY0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0624.degrees latitude (g = 980.6199 gals.).
 OY0624
 OY0624.The modeled gravity was interpolated from observed gravity values.
 OY0624
 OY0624;                    North         East    Units  Estimated Accuracy
 OY0624;SPC ID E     -   155,020.      128,110.      MT  (+/- 180 meters Scaled)
 OY0624
 OY0624                          SUPERSEDED SURVEY CONTROL
 OY0624
 OY0624  NGVD 29 (??/??/92) 1524.040  (m)         5000.12   (f) ADJ UNCH    2 0
 OY0624
 OY0624.Superseded values are not recommended for survey control.
 OY0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0624.See file dsdata.txt to determine how the superseded data were derived.
 OY0624
 OY0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN331693(NAD 83)
 OY0624_MARKER: DB = BENCH MARK DISK
 OY0624_SETTING: 66 = SET IN ROCK OUTCROP
 OY0624_SP_SET: ROCK OUTCROP
 OY0624_STAMPING: J 121 1958
 OY0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0624+STABILITY: POSITION/ELEVATION WELL
 OY0624
 OY0624  HISTORY     - Date     Condition        Report By
 OY0624  HISTORY     - 1958     MONUMENTED       CGS
 OY0624
 OY0624                          STATION DESCRIPTION
 OY0624
 OY0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0624'17.8 MI W FROM STERLING.
 OY0624'4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AND GROCERY
 OY0624'STORE AT STERLING, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 39,
 OY0624'THENCE 2.05 MILES WEST ALONG A GRAVEL ROAD, THENCE 10.7 MILES WEST
 OY0624'ALONG A DIRT ROAD, 0.1 MILE SOUTHWEST OF A TRACK ROAD WEST, ON THE
 OY0624'INSIDE OF A CURVE, IN THE TOP OF THE WEST END OF THE SOUTH ONE OF TWO
 OY0624'EAST-WEST LAVA OUTCROPS WHICH PROJECT 1 1/2 FEET ABOVE THE GROUND, 64
 OY0624'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 19.9 FEET
 OY0624'SOUTH-SOUTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 OY0624'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0914 ***********************************************************************
 NU0914  DESIGNATION -  J 122
 NU0914  PID         -  NU0914
 NU0914  STATE/COUNTY-  ID/CASSIA
 NU0914  USGS QUAD   -  IDAHOME (1978)
 NU0914
 NU0914                         *CURRENT SURVEY CONTROL
 NU0914  ___________________________________________________________________
 NU0914* NAD 83(1986)-  42 28 50.     (N)    113 24 17.     (W)     SCALED    
 NU0914* NAVD 88     -      1356.242  (meters)    4449.60   (feet)  ADJUSTED  
 NU0914  ___________________________________________________________________
 NU0914  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NU0914  DYNAMIC HT  -        1355.409 (meters)    4446.87  (feet)  COMP
 NU0914  MODELED GRAV-     979,960.4   (mgal)                       NAVD 88
 NU0914
 NU0914  VERT ORDER  -  SECOND    CLASS 0
 NU0914
 NU0914.The horizontal coordinates were scaled from a topographic map and have
 NU0914.an estimated accuracy of +/- 6 seconds.
 NU0914
 NU0914.The orthometric height was determined by differential leveling
 NU0914.and adjusted by the National Geodetic Survey in June 1991..
 NU0914
 NU0914.The geoid height was determined by GEOID03.
 NU0914
 NU0914.The dynamic height is computed by dividing the NAVD 88
 NU0914.geopotential number by the normal gravity value computed on the
 NU0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0914.degrees latitude (g = 980.6199 gals.).
 NU0914
 NU0914.The modeled gravity was interpolated from observed gravity values.
 NU0914
 NU0914;                    North         East    Units  Estimated Accuracy
 NU0914;SPC ID C     -    90,570.      548,940.      MT  (+/- 180 meters Scaled)
 NU0914
 NU0914                          SUPERSEDED SURVEY CONTROL
 NU0914
 NU0914  NGVD 29 (??/??/92) 1355.221  (m)         4446.25   (f) ADJ UNCH    2 0
 NU0914
 NU0914.Superseded values are not recommended for survey control.
 NU0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0914.See file dsdata.txt to determine how the superseded data were derived.
 NU0914
 NU0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN023059(NAD 83)
 NU0914_MARKER: DB = BENCH MARK DISK
 NU0914_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0914_SP_SET: FOOTING
 NU0914_STAMPING: J 122 1958
 NU0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0914
 NU0914  HISTORY     - Date     Condition        Report By
 NU0914  HISTORY     - 1958     MONUMENTED       CGS
 NU0914  HISTORY     - 1968     MARK NOT FOUND   USGS
 NU0914
 NU0914                          STATION DESCRIPTION
 NU0914
 NU0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0914'12.2 MI N FROM MALTA.
 NU0914'12.2 MILES NORTH ALONG U.S. HIGHWAY 30 SOUTH FROM THE POST OFFICE AT
 NU0914'MALTA, 0.1 MILE NORTH OF MILEPOST 261, AT A DEEP WATER WELL, IN THE
 NU0914'SOUTHWEST CORNER OF THE CONCRETE FOOTING FOR A LARGE ELECTRIC PUMP, 62
 NU0914'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 NU0914'HIGHWAY, AND ABOUT 0.6 FOOT HIGHER THAN THE GROUND.  NOTE-- THE WELL
 NU0914'WAS FOUND AND APPEARS TO HAVE HAD A NEW FOUNDATION OF CONCRETE OVER
 NU0914'THE ONE THE BM WAS SET IN.
 NU0914
 NU0914                          STATION RECOVERY (1968)
 NU0914
 NU0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0161 ***********************************************************************
 TO0161  DESIGNATION -  J 123
 TO0161  PID         -  TO0161
 TO0161  STATE/COUNTY-  ID/BONNER
 TO0161  USGS QUAD   -  DERR POINT (1989)
 TO0161
 TO0161                         *CURRENT SURVEY CONTROL
 TO0161  ___________________________________________________________________
 TO0161* NAD 83(1986)-  48 03 09.     (N)    116 09 46.     (W)     SCALED    
 TO0161* NAVD 88     -       905.775  (meters)    2971.70   (feet)  ADJUSTED  
 TO0161  ___________________________________________________________________
 TO0161  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TO0161  DYNAMIC HT  -         905.725 (meters)    2971.53  (feet)  COMP
 TO0161  MODELED GRAV-     980,526.9   (mgal)                       NAVD 88
 TO0161
 TO0161  VERT ORDER  -  SECOND    CLASS 0
 TO0161
 TO0161.The horizontal coordinates were scaled from a topographic map and have
 TO0161.an estimated accuracy of +/- 6 seconds.
 TO0161
 TO0161.The orthometric height was determined by differential leveling
 TO0161.and adjusted by the National Geodetic Survey in June 1991..
 TO0161
 TO0161.The geoid height was determined by GEOID03.
 TO0161
 TO0161.The dynamic height is computed by dividing the NAVD 88
 TO0161.geopotential number by the normal gravity value computed on the
 TO0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0161.degrees latitude (g = 980.6199 gals.).
 TO0161
 TO0161.The modeled gravity was interpolated from observed gravity values.
 TO0161
 TO0161;                    North         East    Units  Estimated Accuracy
 TO0161;SPC ID W     -   709,690.      769,230.      MT  (+/- 180 meters Scaled)
 TO0161
 TO0161                          SUPERSEDED SURVEY CONTROL
 TO0161
 TO0161  NGVD 29 (??/??/92)  904.536  (m)         2967.63   (f) ADJ UNCH    2 0
 TO0161
 TO0161.Superseded values are not recommended for survey control.
 TO0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0161.See file dsdata.txt to determine how the superseded data were derived.
 TO0161
 TO0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP623224(NAD 83)
 TO0161_MARKER: DB = BENCH MARK DISK
 TO0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0161_STAMPING: J 123 1958
 TO0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0161+STABILITY: SURFACE MOTION
 TO0161
 TO0161  HISTORY     - Date     Condition        Report By
 TO0161  HISTORY     - 1958     MONUMENTED       CGS
 TO0161
 TO0161                          STATION DESCRIPTION
 TO0161
 TO0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TO0161'8.75 MI S FROM CLARK FORK.
 TO0161'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0161'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 3.25 MILES
 TO0161'SOUTHWEST ALONG A DIRT ROAD, 53 FEET SOUTH OF THE CENTER OF THE
 TO0161'JUNCTION OF A DIM DIRT ROAD NORTH, 19 FEET EAST OF THE CENTER LINE OF
 TO0161'THE MAIN ROAD, 54 FEET NORTH OF THE CENTER OF THE JUNCTION OF A DIM
 TO0161'DIRT ROAD SOUTHEAST, 1.2 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 TO0161'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 TO0161'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0104 ***********************************************************************
 SV0104  DESIGNATION -  J 124
 SV0104  PID         -  SV0104
 SV0104  STATE/COUNTY-  ID/SHOSHONE
 SV0104  USGS QUAD   -  STEAMBOAT CREEK (1996)
 SV0104
 SV0104                         *CURRENT SURVEY CONTROL
 SV0104  ___________________________________________________________________
 SV0104* NAD 83(1986)-  47 38 45.     (N)    116 11 22.     (W)     SCALED    
 SV0104* NAVD 88     -       679.717  (meters)    2230.04   (feet)  ADJUSTED  
 SV0104  ___________________________________________________________________
 SV0104  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 SV0104  DYNAMIC HT  -         679.678 (meters)    2229.91  (feet)  COMP
 SV0104  MODELED GRAV-     980,535.4   (mgal)                       NAVD 88
 SV0104
 SV0104  VERT ORDER  -  SECOND    CLASS 0
 SV0104
 SV0104.The horizontal coordinates were scaled from a topographic map and have
 SV0104.an estimated accuracy of +/- 6 seconds.
 SV0104
 SV0104.The orthometric height was determined by differential leveling
 SV0104.and adjusted by the National Geodetic Survey in June 1991..
 SV0104
 SV0104.The geoid height was determined by GEOID03.
 SV0104
 SV0104.The dynamic height is computed by dividing the NAVD 88
 SV0104.geopotential number by the normal gravity value computed on the
 SV0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0104.degrees latitude (g = 980.6199 gals.).
 SV0104
 SV0104.The modeled gravity was interpolated from observed gravity values.
 SV0104
 SV0104;                    North         East    Units  Estimated Accuracy
 SV0104;SPC ID W     -   664,490.      766,990.      MT  (+/- 180 meters Scaled)
 SV0104
 SV0104                          SUPERSEDED SURVEY CONTROL
 SV0104
 SV0104  NGVD 29 (??/??/92)  678.539  (m)         2226.17   (f) ADJ UNCH    2 0
 SV0104
 SV0104.Superseded values are not recommended for survey control.
 SV0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0104.See file dsdata.txt to determine how the superseded data were derived.
 SV0104
 SV0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN608772(NAD 83)
 SV0104_MARKER: DB = BENCH MARK DISK
 SV0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0104_STAMPING: J 124 1958
 SV0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0104+STABILITY: SURFACE MOTION
 SV0104
 SV0104  HISTORY     - Date     Condition        Report By
 SV0104  HISTORY     - 1958     MONUMENTED       CGS
 SV0104
 SV0104                          STATION DESCRIPTION
 SV0104
 SV0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0104'9.95 MI NE FROM KINGSTON.
 SV0104'2.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 SV0104'HIGHWAY 10 AT KINGSTON, THENCE 7.75 MILES NORTHEAST ALONG A ROAD
 SV0104'FOLLOWING THE RIGHT BANK OF THE COEUR DALENE RIVER, 339 FEET NORTHEAST
 SV0104'OF THE CENTER OF THE JUNCTION OF A DIM DIRT ROAD LEADING SOUTHWEST TO
 SV0104'MCRAE CREEK, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3 1/2
 SV0104'FEET SOUTH OF THE SOUTHWEST END OF A GATE, 3.0 FEET SOUTHEAST OF A
 SV0104'FENCE, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER
 SV0104'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SV0104'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0186 ***********************************************************************
 RZ0186  DESIGNATION -  J 125
 RZ0186  PID         -  RZ0186
 RZ0186  STATE/COUNTY-  ID/IDAHO
 RZ0186  USGS QUAD   -  SIXMILE CREEK (1994)
 RZ0186
 RZ0186                         *CURRENT SURVEY CONTROL
 RZ0186  ___________________________________________________________________
 RZ0186* NAD 83(1986)-  46 20 24.     (N)    116 08 57.     (W)     SCALED    
 RZ0186* NAVD 88     -       337.230  (meters)    1106.40   (feet)  ADJUSTED  
 RZ0186  ___________________________________________________________________
 RZ0186  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 RZ0186  DYNAMIC HT  -         337.209 (meters)    1106.33  (feet)  COMP
 RZ0186  MODELED GRAV-     980,544.6   (mgal)                       NAVD 88
 RZ0186
 RZ0186  VERT ORDER  -  SECOND    CLASS 0
 RZ0186
 RZ0186.The horizontal coordinates were scaled from a topographic map and have
 RZ0186.an estimated accuracy of +/- 6 seconds.
 RZ0186
 RZ0186.The orthometric height was determined by differential leveling
 RZ0186.and adjusted by the National Geodetic Survey in June 1991..
 RZ0186
 RZ0186.The geoid height was determined by GEOID03.
 RZ0186
 RZ0186.The dynamic height is computed by dividing the NAVD 88
 RZ0186.geopotential number by the normal gravity value computed on the
 RZ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0186.degrees latitude (g = 980.6199 gals.).
 RZ0186
 RZ0186.The modeled gravity was interpolated from observed gravity values.
 RZ0186
 RZ0186;                    North         East    Units  Estimated Accuracy
 RZ0186;SPC ID W     -   519,310.      769,270.      MT  (+/- 180 meters Scaled)
 RZ0186
 RZ0186                          SUPERSEDED SURVEY CONTROL
 RZ0186
 RZ0186  NGVD 29 (??/??/92)  336.189  (m)         1102.98   (f) ADJ UNCH    2 0
 RZ0186
 RZ0186.Superseded values are not recommended for survey control.
 RZ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0186.See file dsdata.txt to determine how the superseded data were derived.
 RZ0186
 RZ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM654321(NAD 83)
 RZ0186_MARKER: DB = BENCH MARK DISK
 RZ0186_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0186_SP_SET: ROCK OUTCROP
 RZ0186_STAMPING: J 125 1935
 RZ0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0186+STABILITY: POSITION/ELEVATION WELL
 RZ0186
 RZ0186  HISTORY     - Date     Condition        Report By
 RZ0186  HISTORY     - 1935     MONUMENTED       CGS
 RZ0186
 RZ0186                          STATION DESCRIPTION
 RZ0186
 RZ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0186'3.8 MI SE FROM GREER.
 RZ0186'IN IDAHO COUNTY, 3.8 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC
 RZ0186'RAILWAY FROM THE STATION AT GREER, 120 FEET EAST OF THE EAST END OF
 RZ0186'TUNNEL 2, 100 FEET WEST OF A VENTILATOR, 18.3 FEET WEST OF TUNNEL 2
 RZ0186'SIGNPOST, 13.5 FEET NORTH OF THE CENTER LINE OF THE TRACK, IN THE TOP
 RZ0186'OF A ROCK OUTCROP, 4.5 FEET WEST OF THE EAST EDGE OF THE ROCK, AND 3.2
 RZ0186'FEET NORTH OF THE SOUTH EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0370 ***********************************************************************
 RZ0370  DESIGNATION -  J 126
 RZ0370  PID         -  RZ0370
 RZ0370  STATE/COUNTY-  ID/NEZ PERCE
 RZ0370  USGS QUAD   -  JULIAETTA (1990)
 RZ0370
 RZ0370                         *CURRENT SURVEY CONTROL
 RZ0370  ___________________________________________________________________
 RZ0370* NAD 83(1986)-  46 30 58.     (N)    116 40 51.     (W)     SCALED    
 RZ0370* NAVD 88     -       262.566  (meters)     861.44   (feet)  ADJUSTED  
 RZ0370  ___________________________________________________________________
 RZ0370  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 RZ0370  DYNAMIC HT  -         262.565 (meters)     861.43  (feet)  COMP
 RZ0370  MODELED GRAV-     980,606.6   (mgal)                       NAVD 88
 RZ0370
 RZ0370  VERT ORDER  -  FIRST     CLASS II
 RZ0370
 RZ0370.The horizontal coordinates were scaled from a topographic map and have
 RZ0370.an estimated accuracy of +/- 6 seconds.
 RZ0370
 RZ0370.The orthometric height was determined by differential leveling
 RZ0370.and adjusted by the National Geodetic Survey in June 1991..
 RZ0370
 RZ0370.The geoid height was determined by GEOID03.
 RZ0370
 RZ0370.The dynamic height is computed by dividing the NAVD 88
 RZ0370.geopotential number by the normal gravity value computed on the
 RZ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0370.degrees latitude (g = 980.6199 gals.).
 RZ0370
 RZ0370.The modeled gravity was interpolated from observed gravity values.
 RZ0370
 RZ0370;                    North         East    Units  Estimated Accuracy
 RZ0370;SPC ID W     -   539,230.      728,570.      MT  (+/- 180 meters Scaled)
 RZ0370
 RZ0370                          SUPERSEDED SURVEY CONTROL
 RZ0370
 RZ0370  NGVD 29 (??/??/92)  261.566  (m)          858.15   (f) ADJ UNCH    1 2
 RZ0370
 RZ0370.Superseded values are not recommended for survey control.
 RZ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0370.See file dsdata.txt to determine how the superseded data were derived.
 RZ0370
 RZ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM244514(NAD 83)
 RZ0370_MARKER: DB = BENCH MARK DISK
 RZ0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0370_SP_SET: ABUTMENT
 RZ0370_STAMPING: J-126 1935
 RZ0370_MARK LOGO: CGS   
 RZ0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ0370+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 RZ0370
 RZ0370  HISTORY     - Date     Condition        Report By
 RZ0370  HISTORY     - 1935     MONUMENTED       CGS
 RZ0370  HISTORY     - 1959     GOOD             NGS
 RZ0370  HISTORY     - 1980     GOOD             NGS
 RZ0370  HISTORY     - 20060520 GOOD             GEOCAC
 RZ0370
 RZ0370                          STATION DESCRIPTION
 RZ0370
 RZ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0370'5.9 MI NE FROM ARROW.
 RZ0370'5.9 MILES NORTHEAST OF, ALONG NORTHERN PACIFIC R.R.. FROM RY STATION.
 RZ0370'TABLET SET HORIZONTALLY ON WEST END OF NORTHEAST ABUTMENT OF STEEL AND
 RZ0370'CONCRETE BRIDGE OVER CLEARWATER RIVER AT CHERRY LANE SIDING. ABOUT 225
 RZ0370'FEET NORTHEAST OF NORTH SIDE OF CHERRY LANE SIDING WAITING SHED. 44
 RZ0370'FEET EAST OF CENTERLINE OF N.P. R.R..  11.6 FEET NORTH OF CENTERLINE
 RZ0370'OF DIRT ROAD.  AT WEST END OF BRIDGE.  1.7 FT. NORTHEAST OF SOUTHWEST
 RZ0370'END OF ABUTMENT.
 RZ0370
 RZ0370                          STATION RECOVERY (1959)
 RZ0370
 RZ0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0370'RECOVERED IN GOOD CONDITION.
 RZ0370
 RZ0370                          STATION RECOVERY (1980)
 RZ0370
 RZ0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0370'BENCH MARK RECOVERED ON THIS DATE AS PREVIOUSLY DESCRIBED.  NOTE--ADD
 RZ0370'11.7 KILOMETERS (7.3 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ0370'SOUTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER
 RZ0370'IN LENORE, 0.3 KILOMETER (0.2 MILE) NORTH OF BENCH MARK F 363 USE.
 RZ0370
 RZ0370                          STATION RECOVERY (2006)
 RZ0370
 RZ0370'RECOVERY NOTE BY GEOCACHING 2006 (IA)
 RZ0370'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0158 ***********************************************************************
 RZ0158  DESIGNATION -  J 127
 RZ0158  PID         -  RZ0158
 RZ0158  STATE/COUNTY-  ID/CLEARWATER
 RZ0158  USGS QUAD   -  OROFINO WEST (1994)
 RZ0158
 RZ0158                         *CURRENT SURVEY CONTROL
 RZ0158  ___________________________________________________________________
 RZ0158* NAD 83(1986)-  46 28 47.     (N)    116 15 14.     (W)     SCALED    
 RZ0158* NAVD 88     -       311.881  (meters)    1023.23   (feet)  ADJUSTED  
 RZ0158  ___________________________________________________________________
 RZ0158  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 RZ0158  DYNAMIC HT  -         311.876 (meters)    1023.21  (feet)  COMP
 RZ0158  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 RZ0158
 RZ0158  VERT ORDER  -  FIRST     CLASS II
 RZ0158
 RZ0158.The horizontal coordinates were scaled from a topographic map and have
 RZ0158.an estimated accuracy of +/- 6 seconds.
 RZ0158
 RZ0158.The orthometric height was determined by differential leveling
 RZ0158.and adjusted by the National Geodetic Survey in June 1991..
 RZ0158.WARNING-Repeat measurements at this control monument indicate possible
 RZ0158.vertical movement.
 RZ0158
 RZ0158.The geoid height was determined by GEOID03.
 RZ0158
 RZ0158.The dynamic height is computed by dividing the NAVD 88
 RZ0158.geopotential number by the normal gravity value computed on the
 RZ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0158.degrees latitude (g = 980.6199 gals.).
 RZ0158
 RZ0158.The modeled gravity was interpolated from observed gravity values.
 RZ0158
 RZ0158;                    North         East    Units  Estimated Accuracy
 RZ0158;SPC ID W     -   534,880.      761,310.      MT  (+/- 180 meters Scaled)
 RZ0158
 RZ0158                          SUPERSEDED SURVEY CONTROL
 RZ0158
 RZ0158  NGVD 29 (??/??/92)  310.868  (m)         1019.91   (f) ADJ UNCH    1 2
 RZ0158
 RZ0158.Superseded values are not recommended for survey control.
 RZ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0158.See file dsdata.txt to determine how the superseded data were derived.
 RZ0158
 RZ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM572476(NAD 83)
 RZ0158_MARKER: DB = BENCH MARK DISK
 RZ0158_SETTING: 0 = UNSPECIFIED SETTING
 RZ0158_STAMPING: J-127 1935
 RZ0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0158
 RZ0158  HISTORY     - Date     Condition        Report By
 RZ0158  HISTORY     - 1935     MONUMENTED       CGS
 RZ0158
 RZ0158                          STATION DESCRIPTION
 RZ0158
 RZ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0158'IN OROFINO.
 RZ0158'SET IN SOUTHEAST CORNER OF MRS. JESSIE BLAKES FRONT RESIDENCE YARD. 40
 RZ0158'FEET NORTHWEST OF CENTERLINE OF MICHIGAN AVENUE.  29.6 FEET WEST OF
 RZ0158'SOUTHWEST CORNER OF OROFINO POST OFFICE.  19 FEET SOUTHWEST OF
 RZ0158'SOUTHEAST AND NORTHWEST SIDE STREET.  10.4 FEET NORTHWEST OF SIDEWALK
 RZ0158'PARALLELING MICHIGAN AVENUE.  SET BETWEEN TWO ROSE BUSHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0019 ***********************************************************************
 RZ0019  DESIGNATION -  J 128
 RZ0019  PID         -  RZ0019
 RZ0019  STATE/COUNTY-  ID/CLEARWATER
 RZ0019  USGS QUAD   -  ELK CREEK FALLS (1994)
 RZ0019
 RZ0019                         *CURRENT SURVEY CONTROL
 RZ0019  ___________________________________________________________________
 RZ0019* NAD 83(1986)-  46 37 33.     (N)    116 14 00.     (W)     SCALED    
 RZ0019* NAVD 88     -       510.812  (meters)    1675.89   (feet)  ADJUSTED  
 RZ0019  ___________________________________________________________________
 RZ0019  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 RZ0019  DYNAMIC HT  -         510.790 (meters)    1675.82  (feet)  COMP
 RZ0019  MODELED GRAV-     980,554.6   (mgal)                       NAVD 88
 RZ0019
 RZ0019  VERT ORDER  -  SECOND    CLASS 0
 RZ0019
 RZ0019.The horizontal coordinates were scaled from a topographic map and have
 RZ0019.an estimated accuracy of +/- 6 seconds.
 RZ0019
 RZ0019.The orthometric height was determined by differential leveling
 RZ0019.and adjusted by the National Geodetic Survey in June 1991..
 RZ0019
 RZ0019.The geoid height was determined by GEOID03.
 RZ0019
 RZ0019.The dynamic height is computed by dividing the NAVD 88
 RZ0019.geopotential number by the normal gravity value computed on the
 RZ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0019.degrees latitude (g = 980.6199 gals.).
 RZ0019
 RZ0019.The modeled gravity was interpolated from observed gravity values.
 RZ0019
 RZ0019;                    North         East    Units  Estimated Accuracy
 RZ0019;SPC ID W     -   551,120.      762,990.      MT  (+/- 180 meters Scaled)
 RZ0019
 RZ0019                          SUPERSEDED SURVEY CONTROL
 RZ0019
 RZ0019  NGVD 29 (??/??/92)  509.764  (m)         1672.45   (f) ADJ UNCH    2 0
 RZ0019
 RZ0019.Superseded values are not recommended for survey control.
 RZ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0019.See file dsdata.txt to determine how the superseded data were derived.
 RZ0019
 RZ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM586638(NAD 83)
 RZ0019_MARKER: DB = BENCH MARK DISK
 RZ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0019_STAMPING: J-128 1935
 RZ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0019+STABILITY: SURFACE MOTION
 RZ0019
 RZ0019  HISTORY     - Date     Condition        Report By
 RZ0019  HISTORY     - 1935     MONUMENTED       CGS
 RZ0019  HISTORY     - 1969     MARK NOT FOUND   NGS
 RZ0019
 RZ0019                          STATION DESCRIPTION
 RZ0019
 RZ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0019'15.0 MI NE FROM AHSAHKA.
 RZ0019'15 MILES NORTHEAST OF, ALONG COUNTY ROAD TO ELK RIVER, FROM NORTHERN
 RZ0019'PACIFIC RY. STATION.  SET BETWEEN TWO CURVES ON SOUTHEAST SIDE OF ROAD
 RZ0019'AT TOP OF SMALL SUMMIT AT SOUTHWEST CORNER OF CULTIVATED FIELD FENCE.
 RZ0019'ABOUT 0.2 MILE SOUTHWEST OF FARM HOUSE PAINTED WHITE, KNOWN AS OLD
 RZ0019'DENT PLACE.  ABOUT 0.1 MILE NORTHEAST OF A SHARP CURVE IN ROAD. 40.2
 RZ0019'FEET NORTHEAST OF CLOSEST PINE TREE GROWING IN GROUP ON SOUTHEAST SIDE
 RZ0019'OF ROAD.  22 FEET SOUTHEAST OF CENTERLINE OF COUNTY ROAD. 8.2 FEET
 RZ0019'NORTHEAST OF NORTHWEST CORNER OF FENCE.  1.2 FEET NORTHWEST OF
 RZ0019'BARBWIRE FENCE.
 RZ0019
 RZ0019                          STATION RECOVERY (1969)
 RZ0019
 RZ0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RZ0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0441 ***********************************************************************
 RY0441  DESIGNATION -  J 129
 RY0441  PID         -  RY0441
 RY0441  STATE/COUNTY-  ID/IDAHO
 RY0441  USGS QUAD   -  STITES (1966)
 RY0441
 RY0441                         *CURRENT SURVEY CONTROL
 RY0441  ___________________________________________________________________
 RY0441* NAD 83(1986)-  46 00 36.     (N)    115 57 47.     (W)     SCALED    
 RY0441* NAVD 88     -       459.989  (meters)    1509.15   (feet)  ADJUSTED  
 RY0441  ___________________________________________________________________
 RY0441  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 RY0441  DYNAMIC HT  -         459.943 (meters)    1509.00  (feet)  COMP
 RY0441  MODELED GRAV-     980,501.7   (mgal)                       NAVD 88
 RY0441
 RY0441  VERT ORDER  -  SECOND    CLASS 0
 RY0441
 RY0441.The horizontal coordinates were scaled from a topographic map and have
 RY0441.an estimated accuracy of +/- 6 seconds.
 RY0441
 RY0441.The orthometric height was determined by differential leveling
 RY0441.and adjusted by the National Geodetic Survey in June 1991..
 RY0441
 RY0441.The geoid height was determined by GEOID03.
 RY0441
 RY0441.The dynamic height is computed by dividing the NAVD 88
 RY0441.geopotential number by the normal gravity value computed on the
 RY0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0441.degrees latitude (g = 980.6199 gals.).
 RY0441
 RY0441.The modeled gravity was interpolated from observed gravity values.
 RY0441
 RY0441;                    North         East    Units  Estimated Accuracy
 RY0441;SPC ID W     -   482,570.      783,500.      MT  (+/- 180 meters Scaled)
 RY0441
 RY0441                          SUPERSEDED SURVEY CONTROL
 RY0441
 RY0441  NGVD 29 (??/??/92)  458.953  (m)         1505.75   (f) ADJ UNCH    2 0
 RY0441
 RY0441.Superseded values are not recommended for survey control.
 RY0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0441.See file dsdata.txt to determine how the superseded data were derived.
 RY0441
 RY0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL802956(NAD 83)
 RY0441_MARKER: DB = BENCH MARK DISK
 RY0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0441_STAMPING: J 129 1935
 RY0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0441+STABILITY: SURFACE MOTION
 RY0441
 RY0441  HISTORY     - Date     Condition        Report By
 RY0441  HISTORY     - 1935     MONUMENTED       CGS
 RY0441
 RY0441                          STATION DESCRIPTION
 RY0441
 RY0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0441'1.9 MI N FROM HARPSTER.
 RY0441'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 RY0441'HARPSTER, IDAHO COUNTY, AT THE J.W. YARBROUGH FRONT YARD, ABOUT 110
 RY0441'FEET EAST OF THE SOUTHEAST CORNER OF THE YARBROUGH FARMHOUSE, 90.8
 RY0441'FEET WEST OF THE YARBROUGH SERVICE STATION, 51.2 FEET SOUTH OF THE
 RY0441'FARMYARD ENTRANCE GATE, 15.8 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 RY0441'YARD FENCE, AND 1.4 FEET EAST OF A WIRE MESH FENCE.  A STANDARD DISK,
 RY0441'STAMPED J 129 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0080 ***********************************************************************
 OZ0080  DESIGNATION -  J 13
 OZ0080  PID         -  OZ0080
 OZ0080  STATE/COUNTY-  ID/LINCOLN
 OZ0080  USGS QUAD   -  PAGARI (1979)
 OZ0080
 OZ0080                         *CURRENT SURVEY CONTROL
 OZ0080  ___________________________________________________________________
 OZ0080* NAD 83(1986)-  43 05 34.     (N)    114 05 12.     (W)     SCALED    
 OZ0080* NAVD 88     -      1342.820  (meters)    4405.57   (feet)  ADJUSTED  
 OZ0080  ___________________________________________________________________
 OZ0080  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 OZ0080  DYNAMIC HT  -        1342.114 (meters)    4403.25  (feet)  COMP
 OZ0080  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 OZ0080
 OZ0080  VERT ORDER  -  FIRST     CLASS II
 OZ0080
 OZ0080.The horizontal coordinates were scaled from a topographic map and have
 OZ0080.an estimated accuracy of +/- 6 seconds.
 OZ0080
 OZ0080.The orthometric height was determined by differential leveling
 OZ0080.and adjusted by the National Geodetic Survey in June 1991..
 OZ0080
 OZ0080.The geoid height was determined by GEOID03.
 OZ0080
 OZ0080.The dynamic height is computed by dividing the NAVD 88
 OZ0080.geopotential number by the normal gravity value computed on the
 OZ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0080.degrees latitude (g = 980.6199 gals.).
 OZ0080
 OZ0080.The modeled gravity was interpolated from observed gravity values.
 OZ0080
 OZ0080;                    North         East    Units  Estimated Accuracy
 OZ0080;SPC ID C     -   158,410.      492,940.      MT  (+/- 180 meters Scaled)
 OZ0080
 OZ0080                          SUPERSEDED SURVEY CONTROL
 OZ0080
 OZ0080  NGVD 29 (??/??/92) 1341.877  (m)         4402.47   (f) ADJ UNCH    1 2
 OZ0080
 OZ0080.Superseded values are not recommended for survey control.
 OZ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0080.See file dsdata.txt to determine how the superseded data were derived.
 OZ0080
 OZ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH371752(NAD 83)
 OZ0080_MARKER: DB = BENCH MARK DISK
 OZ0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0080_SP_SET: CAIRN
 OZ0080_STAMPING: 4402.593 J 13 1933
 OZ0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0080
 OZ0080  HISTORY     - Date     Condition        Report By
 OZ0080  HISTORY     - 1933     MONUMENTED       CGS
 OZ0080  HISTORY     - 1934     GOOD             NGS
 OZ0080
 OZ0080                          STATION DESCRIPTION
 OZ0080
 OZ0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0080'4.7 MI NE FROM RICHFIELD.
 OZ0080'4.7 MILES NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OZ0080'RICHFIELD, LINCOLN COUNTY, 20 FEET NORTHWEST OF MILEPOST 20, NEAR THE
 OZ0080'NORTH END OF A ROCK CUT, 40 FEET WEST OF THE CENTER LINE OF THE TRACK,
 OZ0080'IN THE TOP OF A LAVA ROCK MARKED BY A ROCK CAIRN, AND FLUSH WITH THE
 OZ0080'GROUND.  A STANDARD DISK, STAMPED 4402.593 J 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0390 ***********************************************************************
 PZ0390  DESIGNATION -  J 13
 PZ0390  PID         -  PZ0390
 PZ0390  STATE/COUNTY-  ID/LEMHI
 PZ0390  USGS QUAD   -  GILMORE (1987)
 PZ0390
 PZ0390                         *CURRENT SURVEY CONTROL
 PZ0390  ___________________________________________________________________
 PZ0390* NAD 83(1986)-  44 27 29.     (N)    113 16 20.     (W)     SCALED    
 PZ0390* NAVD 88     -      2206.335  (meters)    7238.62   (feet)  ADJUSTED  
 PZ0390  ___________________________________________________________________
 PZ0390  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 PZ0390  DYNAMIC HT  -        2204.952 (meters)    7234.08  (feet)  COMP
 PZ0390  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 PZ0390
 PZ0390  VERT ORDER  -  SECOND    CLASS 0
 PZ0390
 PZ0390.The horizontal coordinates were scaled from a topographic map and have
 PZ0390.an estimated accuracy of +/- 6 seconds.
 PZ0390
 PZ0390.The orthometric height was determined by differential leveling
 PZ0390.and adjusted by the National Geodetic Survey in June 1991..
 PZ0390
 PZ0390.The geoid height was determined by GEOID03.
 PZ0390
 PZ0390.The dynamic height is computed by dividing the NAVD 88
 PZ0390.geopotential number by the normal gravity value computed on the
 PZ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0390.degrees latitude (g = 980.6199 gals.).
 PZ0390
 PZ0390.The modeled gravity was interpolated from observed gravity values.
 PZ0390
 PZ0390;                    North         East    Units  Estimated Accuracy
 PZ0390;SPC ID C     -   310,350.      557,920.      MT  (+/- 180 meters Scaled)
 PZ0390
 PZ0390                          SUPERSEDED SURVEY CONTROL
 PZ0390
 PZ0390  NGVD 29 (??/??/92) 2204.878  (m)         7233.84   (f) ADJ UNCH    2 0
 PZ0390
 PZ0390.Superseded values are not recommended for survey control.
 PZ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0390.See file dsdata.txt to determine how the superseded data were derived.
 PZ0390
 PZ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ192252(NAD 83)
 PZ0390_MARKER: DB = BENCH MARK DISK
 PZ0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0390_SP_SET: FOUNDATION
 PZ0390_STAMPING: J 13 1929
 PZ0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0390
 PZ0390  HISTORY     - Date     Condition        Report By
 PZ0390  HISTORY     - 1929     MONUMENTED       USGS
 PZ0390
 PZ0390                          STATION DESCRIPTION
 PZ0390
 PZ0390'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0390'IN GILMORE.
 PZ0390'AT GILMORE, LEMHI COUNTY, AT THE NORTHEAST CORNER OF THE PUBLIC
 PZ0390'SCHOOL, IN THE EAST FACE OF THE STONE FOUNDATION, AND ABOUT 1-1/2 FEET
 PZ0390'ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PZ0390'STAMPED J 13 1929 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0090 ***********************************************************************
 RZ0090  DESIGNATION -  J 130
 RZ0090  PID         -  RZ0090
 RZ0090  STATE/COUNTY-  ID/CLEARWATER
 RZ0090  USGS QUAD   -  ELK RIVER (1994)
 RZ0090
 RZ0090                         *CURRENT SURVEY CONTROL
 RZ0090  ___________________________________________________________________
 RZ0090* NAD 83(1986)-  46 47 38.     (N)    116 10 18.     (W)     SCALED    
 RZ0090* NAVD 88     -       865.467  (meters)    2839.45   (feet)  ADJUSTED  
 RZ0090  ___________________________________________________________________
 RZ0090  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 RZ0090  DYNAMIC HT  -         865.377 (meters)    2839.16  (feet)  COMP
 RZ0090  MODELED GRAV-     980,481.2   (mgal)                       NAVD 88
 RZ0090
 RZ0090  VERT ORDER  -  SECOND    CLASS 0
 RZ0090
 RZ0090.The horizontal coordinates were scaled from a topographic map and have
 RZ0090.an estimated accuracy of +/- 6 seconds.
 RZ0090
 RZ0090.The orthometric height was determined by differential leveling
 RZ0090.and adjusted by the National Geodetic Survey in June 1991..
 RZ0090
 RZ0090.The geoid height was determined by GEOID03.
 RZ0090
 RZ0090.The dynamic height is computed by dividing the NAVD 88
 RZ0090.geopotential number by the normal gravity value computed on the
 RZ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0090.degrees latitude (g = 980.6199 gals.).
 RZ0090
 RZ0090.The modeled gravity was interpolated from observed gravity values.
 RZ0090
 RZ0090;                    North         East    Units  Estimated Accuracy
 RZ0090;SPC ID W     -   569,770.      767,810.      MT  (+/- 180 meters Scaled)
 RZ0090
 RZ0090                          SUPERSEDED SURVEY CONTROL
 RZ0090
 RZ0090  NGVD 29 (??/??/92)  864.356  (m)         2835.81   (f) ADJ UNCH    2 0
 RZ0090
 RZ0090.Superseded values are not recommended for survey control.
 RZ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0090.See file dsdata.txt to determine how the superseded data were derived.
 RZ0090
 RZ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM632825(NAD 83)
 RZ0090_MARKER: DB = BENCH MARK DISK
 RZ0090_SETTING: 0 = UNSPECIFIED SETTING
 RZ0090_STAMPING: J-130 1935
 RZ0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0090
 RZ0090  HISTORY     - Date     Condition        Report By
 RZ0090  HISTORY     - 1935     MONUMENTED       CGS
 RZ0090  HISTORY     - 1969     MARK NOT FOUND   USGS
 RZ0090
 RZ0090                          STATION DESCRIPTION
 RZ0090
 RZ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0090'1.1 MI NE FROM ELK RIVER.
 RZ0090'1.1 MILE NORTHEAST OF, ALONG ELK BUTTE AND BOEHLS CABIN ROAD, FROM
 RZ0090'C.M.ST.P. AND P.RY. STATION SET ON WEST SLOPE OF SUMMIT IN A
 RZ0090'SMALLMEADOW GROWN OVER WITH SMALL PINES AND WILLOWS.  ABOUT 0.1 MILE
 RZ0090'NORTH OF BALL PARK.  ABOUT 250 FEET NORTHEAST OF WOODEN BRIDGE OVER
 RZ0090'ROAD.  51 FEET EAST OF CENTERLINE OF DIRT ROAD.  37 FEET NORTHEAST OF
 RZ0090'TELEPHONE POLE.  5 FEET NORTH OF 3 FT. IN DIAMETER TREE STUMP.  11.5
 RZ0090'FEET WEST OF CLUMP OF WILLOWS.
 RZ0090
 RZ0090                          STATION RECOVERY (1969)
 RZ0090
 RZ0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RZ0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0410 ***********************************************************************
 SV0410  DESIGNATION -  J 131
 SV0410  PID         -  SV0410
 SV0410  STATE/COUNTY-  ID/KOOTENAI
 SV0410  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0410
 SV0410                         *CURRENT SURVEY CONTROL
 SV0410  ___________________________________________________________________
 SV0410* NAD 83(1986)-  47 42 06.     (N)    116 47 10.     (W)     SCALED    
 SV0410* NAVD 88     -       683.934  (meters)    2243.87   (feet)  ADJUSTED  
 SV0410  ___________________________________________________________________
 SV0410  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 SV0410  DYNAMIC HT  -         683.960 (meters)    2243.96  (feet)  COMP
 SV0410  MODELED GRAV-     980,628.1   (mgal)                       NAVD 88
 SV0410
 SV0410  VERT ORDER  -  SECOND    CLASS 0
 SV0410
 SV0410.The horizontal coordinates were scaled from a topographic map and have
 SV0410.an estimated accuracy of +/- 6 seconds.
 SV0410
 SV0410.The orthometric height was determined by differential leveling
 SV0410.and adjusted by the National Geodetic Survey in June 1991..
 SV0410
 SV0410.The geoid height was determined by GEOID03.
 SV0410
 SV0410.The dynamic height is computed by dividing the NAVD 88
 SV0410.geopotential number by the normal gravity value computed on the
 SV0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0410.degrees latitude (g = 980.6199 gals.).
 SV0410
 SV0410.The modeled gravity was interpolated from observed gravity values.
 SV0410
 SV0410;                    North         East    Units  Estimated Accuracy
 SV0410;SPC ID W     -   671,120.      722,240.      MT  (+/- 180 meters Scaled)
 SV0410
 SV0410                          SUPERSEDED SURVEY CONTROL
 SV0410
 SV0410  NGVD 29 (??/??/92)  682.781  (m)         2240.09   (f) ADJ UNCH    2 0
 SV0410
 SV0410.Superseded values are not recommended for survey control.
 SV0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0410.See file dsdata.txt to determine how the superseded data were derived.
 SV0410
 SV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN160831(NAD 83)
 SV0410_MARKER: DB = BENCH MARK DISK
 SV0410_SETTING: 0 = UNSPECIFIED SETTING
 SV0410_STAMPING: J-131 1935
 SV0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0410
 SV0410  HISTORY     - Date     Condition        Report By
 SV0410  HISTORY     - 1935     MONUMENTED       CGS
 SV0410  HISTORY     - 1971     GOOD             IDDT
 SV0410  HISTORY     - 1981     GOOD             IDDT
 SV0410
 SV0410                          STATION DESCRIPTION
 SV0410
 SV0410'DESCRIBED BY ID DEPT OF TRANSP 1971
 SV0410'1.7 MI N FROM COEUR DALENE.
 SV0410'1.7 MILES NORTH ALONG GOVERNMENT WAY FROM THE COUNTY COURTHOUSE AT
 SV0410'COEURD ALENE, KOOTENAI COUNTY, STATION LOCATED IN LAWN OF THE GEM
 SV0410'MOTEL, ACROSS STREET FROM MONTGOMERY WARDS STORE.  ABOUT 325 FEET
 SV0410'NORTH OF THE CENTERLINE OF APPLEWAY ROAD, 42.5 FEET WEST OF THE
 SV0410'CENTERLINE OF U.S. 95, 14.0 FEET SOUTHWEST FROM GEM MOTEL SIGN, TO
 SV0410'STATION, 61.5 FEET SOUTHEAST FROM SOUTHEAST CORNER OF GEM MOTEL
 SV0410'BUILDING TO STATION, 8.0 FEET NORTH FROM SOUTH EDGE OF LAWN TO
 SV0410'STATION, 6.5 FEET WEST FROM EAST EDGE OF LAWN TO STATION.
 SV0410
 SV0410                          STATION RECOVERY (1981)
 SV0410
 SV0410'RECOVERY NOTE BY ID DEPT OF TRANSP 1981
 SV0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0136 ***********************************************************************
 SV0136  DESIGNATION -  J 132
 SV0136  PID         -  SV0136
 SV0136  STATE/COUNTY-  ID/KOOTENAI
 SV0136  USGS QUAD   -  ROSE LAKE (1996)
 SV0136
 SV0136                         *CURRENT SURVEY CONTROL
 SV0136  ___________________________________________________________________
 SV0136* NAD 83(1986)-  47 33 53.     (N)    116 22 50.     (W)     SCALED    
 SV0136* NAVD 88     -       664.338  (meters)    2179.58   (feet)  ADJUSTED  
 SV0136  ___________________________________________________________________
 SV0136  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 SV0136  DYNAMIC HT  -         664.342 (meters)    2179.60  (feet)  COMP
 SV0136  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 SV0136
 SV0136  VERT ORDER  -  SECOND    CLASS 0
 SV0136
 SV0136.The horizontal coordinates were scaled from a topographic map and have
 SV0136.an estimated accuracy of +/- 6 seconds.
 SV0136
 SV0136.The orthometric height was determined by differential leveling
 SV0136.and adjusted by the National Geodetic Survey in June 1991..
 SV0136
 SV0136.The geoid height was determined by GEOID03.
 SV0136
 SV0136.The dynamic height is computed by dividing the NAVD 88
 SV0136.geopotential number by the normal gravity value computed on the
 SV0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0136.degrees latitude (g = 980.6199 gals.).
 SV0136
 SV0136.The modeled gravity was interpolated from observed gravity values.
 SV0136
 SV0136;                    North         East    Units  Estimated Accuracy
 SV0136;SPC ID W     -   655,570.      752,550.      MT  (+/- 180 meters Scaled)
 SV0136
 SV0136                          SUPERSEDED SURVEY CONTROL
 SV0136
 SV0136  NGVD 29 (??/??/92)  663.221  (m)         2175.92   (f) ADJ UNCH    2 0
 SV0136
 SV0136.Superseded values are not recommended for survey control.
 SV0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0136.See file dsdata.txt to determine how the superseded data were derived.
 SV0136
 SV0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN465681(NAD 83)
 SV0136_MARKER: DB = BENCH MARK DISK
 SV0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0136_STAMPING: J 132 1935
 SV0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0136+STABILITY: SURFACE MOTION
 SV0136
 SV0136  HISTORY     - Date     Condition        Report By
 SV0136  HISTORY     - 1935     MONUMENTED       CGS
 SV0136  HISTORY     - 1956     MARK NOT FOUND   USGS
 SV0136  HISTORY     - 1980     MARK NOT FOUND   USGS
 SV0136
 SV0136                          STATION DESCRIPTION
 SV0136
 SV0136'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV0136'3.5 MI NW FROM CATALDO.
 SV0136'3.5 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE OREGON-WASHINGTON
 SV0136'RAILROAD AND NAVIGATION COMPANY STATION AT CATALDO, KOOTENAI COUNTY,
 SV0136'ABOUT 150 FEET WEST OF THE CREST OF A HILL, 42 FEET EAST OF THE
 SV0136'NORTHEAST CORNER OF THE OLD MISSION TOURIST PARK OWNED BY SCHROEDER
 SV0136'BROTHERS, 47 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ON THE WEST
 SV0136'SLOPE OF A HILL, 7 FEET WEST OF THE CENTERLINE OF THE OLD MISSION
 SV0136'SCHOOL ROAD, AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK,
 SV0136'STAMPED J 132 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 SV0136'HIGHWAY HAS BEEN RE-ROUTED AT THIS POINT.  AND THE MARK WAS PROBABLY
 SV0136'DESTROYED DURING THIS CONSTRUCTION.
 SV0136
 SV0136                          STATION RECOVERY (1980)
 SV0136
 SV0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0267 ***********************************************************************
 SV0267  DESIGNATION -  J 133
 SV0267  PID         -  SV0267
 SV0267  STATE/COUNTY-  ID/BENEWAH
 SV0267  USGS QUAD   -  CHATCOLET (1981)
 SV0267
 SV0267                         *CURRENT SURVEY CONTROL
 SV0267  ___________________________________________________________________
 SV0267* NAD 83(1986)-  47 21 52.     (N)    116 48 55.     (W)     SCALED    
 SV0267* NAVD 88     -       714.764  (meters)    2345.02   (feet)  ADJUSTED  
 SV0267  ___________________________________________________________________
 SV0267  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 SV0267  DYNAMIC HT  -         714.745 (meters)    2344.96  (feet)  COMP
 SV0267  MODELED GRAV-     980,564.5   (mgal)                       NAVD 88
 SV0267
 SV0267  VERT ORDER  -  SECOND    CLASS 0
 SV0267
 SV0267.The horizontal coordinates were scaled from a topographic map and have
 SV0267.an estimated accuracy of +/- 6 seconds.
 SV0267
 SV0267.The orthometric height was determined by differential leveling
 SV0267.and adjusted by the National Geodetic Survey in June 1991..
 SV0267
 SV0267.The geoid height was determined by GEOID03.
 SV0267
 SV0267.The dynamic height is computed by dividing the NAVD 88
 SV0267.geopotential number by the normal gravity value computed on the
 SV0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0267.degrees latitude (g = 980.6199 gals.).
 SV0267
 SV0267.The modeled gravity was interpolated from observed gravity values.
 SV0267
 SV0267;                    North         East    Units  Estimated Accuracy
 SV0267;SPC ID W     -   633,660.      719,540.      MT  (+/- 180 meters Scaled)
 SV0267
 SV0267                          SUPERSEDED SURVEY CONTROL
 SV0267
 SV0267  NGVD 29 (??/??/92)  713.618  (m)         2341.26   (f) ADJ UNCH    2 0
 SV0267
 SV0267.Superseded values are not recommended for survey control.
 SV0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0267.See file dsdata.txt to determine how the superseded data were derived.
 SV0267
 SV0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN139456(NAD 83)
 SV0267_MARKER: DB = BENCH MARK DISK
 SV0267_SETTING: 66 = SET IN ROCK OUTCROP
 SV0267_SP_SET: ROCK OUTCROP
 SV0267_STAMPING: J 133 1935
 SV0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0267+STABILITY: POSITION/ELEVATION WELL
 SV0267
 SV0267  HISTORY     - Date     Condition        Report By
 SV0267  HISTORY     - 1935     MONUMENTED       CGS
 SV0267
 SV0267                          STATION DESCRIPTION
 SV0267
 SV0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0267'3 MI SW FROM CHATCOLET.
 SV0267'3.0 MILES SOUTHWEST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0267'NAVIGATION CO. RAILROAD FROM THE POST OFFICE AT CHATCOLET, BENEWAH
 SV0267'COUNTY, ABOUT 240 FEET WEST OF MILEPOST 20, ABOUT 400 FEET WEST OF THE
 SV0267'CENTER OF A CANYON AND A U-CURVE OF THE CHICAGO, MILWAUKEE, ST. PAUL
 SV0267'AND PACIFIC RAILROAD TO THE SOUTH, 8.5 FEET NORTH OF THE CENTERLINE OF
 SV0267'THE TRACK, IN THE TOP OF A BASALT-ROCK OUTCROP, AND ABOUT 1-1/2 FEET
 SV0267'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED J 133 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0396 ***********************************************************************
 SV0396  DESIGNATION -  J 134
 SV0396  PID         -  SV0396
 SV0396  STATE/COUNTY-  ID/KOOTENAI
 SV0396  USGS QUAD   -  HAYDEN (1996)
 SV0396
 SV0396                         *CURRENT SURVEY CONTROL
 SV0396  ___________________________________________________________________
 SV0396* NAD 83(1986)-  47 49 53.     (N)    116 46 46.     (W)     SCALED    
 SV0396* NAVD 88     -       706.848  (meters)    2319.05   (feet)  ADJUSTED  
 SV0396  ___________________________________________________________________
 SV0396  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SV0396  DYNAMIC HT  -         706.878 (meters)    2319.15  (feet)  COMP
 SV0396  MODELED GRAV-     980,631.8   (mgal)                       NAVD 88
 SV0396
 SV0396  VERT ORDER  -  SECOND    CLASS 0
 SV0396
 SV0396.The horizontal coordinates were scaled from a topographic map and have
 SV0396.an estimated accuracy of +/- 6 seconds.
 SV0396
 SV0396.The orthometric height was determined by differential leveling
 SV0396.and adjusted by the National Geodetic Survey in June 1991..
 SV0396
 SV0396.The geoid height was determined by GEOID03.
 SV0396
 SV0396.The dynamic height is computed by dividing the NAVD 88
 SV0396.geopotential number by the normal gravity value computed on the
 SV0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0396.degrees latitude (g = 980.6199 gals.).
 SV0396
 SV0396.The modeled gravity was interpolated from observed gravity values.
 SV0396
 SV0396;                    North         East    Units  Estimated Accuracy
 SV0396;SPC ID W     -   685,530.      722,930.      MT  (+/- 180 meters Scaled)
 SV0396
 SV0396                          SUPERSEDED SURVEY CONTROL
 SV0396
 SV0396  NGVD 29 (??/??/92)  705.672  (m)         2315.19   (f) ADJ UNCH    2 0
 SV0396
 SV0396.Superseded values are not recommended for survey control.
 SV0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0396.See file dsdata.txt to determine how the superseded data were derived.
 SV0396
 SV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN165975(NAD 83)
 SV0396_MARKER: DB = BENCH MARK DISK
 SV0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0396_STAMPING: J 134 1935
 SV0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0396+STABILITY: SURFACE MOTION
 SV0396
 SV0396  HISTORY     - Date     Condition        Report By
 SV0396  HISTORY     - 1935     MONUMENTED       CGS
 SV0396  HISTORY     - 1961     GOOD             USGS
 SV0396
 SV0396                          STATION DESCRIPTION
 SV0396
 SV0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0396'IN GARWOOD.
 SV0396'AT GARWOOD, KOOTENAI COUNTY, ON THE SPOKANE INTERNATIONAL RAILROAD,
 SV0396'ABOUT 175 FEET SOUTHWEST OF THE STATION, 0.4 MILE SOUTH OF MILEPOST
 SV0396'34, 48.5 FEET WEST OF THE CENTERLINE OF THE TRACK, 30.2 FEET EAST OF
 SV0396'THE CENTERLINE OF U. S. HIGHWAY 95, 1.8 FEET SOUTHEAST OF THE
 SV0396'NORTHWEST CORNER OF THE RIGHT-OF-WAY FENCE, AND 1.4 FEET SOUTH OF AN
 SV0396'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED J 134 1935 AND SET IN
 SV0396'THE TOP OF A CONCRETE POST.
 SV0396
 SV0396                          STATION RECOVERY (1961)
 SV0396
 SV0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SV0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0195 ***********************************************************************
 SV0195  DESIGNATION -  J 135
 SV0195  PID         -  SV0195
 SV0195  STATE/COUNTY-  ID/BENEWAH
 SV0195  USGS QUAD   -  ST JOE BALDY (1995)
 SV0195
 SV0195                         *CURRENT SURVEY CONTROL
 SV0195  ___________________________________________________________________
 SV0195* NAD 83(1986)-  47 20 25.     (N)    116 29 20.     (W)     SCALED    
 SV0195* NAVD 88     -       668.136  (meters)    2192.04   (feet)  ADJUSTED  
 SV0195  ___________________________________________________________________
 SV0195  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 SV0195  DYNAMIC HT  -         668.133 (meters)    2192.03  (feet)  COMP
 SV0195  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 SV0195
 SV0195  VERT ORDER  -  SECOND    CLASS 0
 SV0195
 SV0195.The horizontal coordinates were scaled from a topographic map and have
 SV0195.an estimated accuracy of +/- 6 seconds.
 SV0195
 SV0195.The orthometric height was determined by differential leveling
 SV0195.and adjusted by the National Geodetic Survey in June 1991..
 SV0195
 SV0195.The geoid height was determined by GEOID03.
 SV0195
 SV0195.The dynamic height is computed by dividing the NAVD 88
 SV0195.geopotential number by the normal gravity value computed on the
 SV0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0195.degrees latitude (g = 980.6199 gals.).
 SV0195
 SV0195.The modeled gravity was interpolated from observed gravity values.
 SV0195
 SV0195;                    North         East    Units  Estimated Accuracy
 SV0195;SPC ID W     -   630,690.      744,170.      MT  (+/- 180 meters Scaled)
 SV0195
 SV0195                          SUPERSEDED SURVEY CONTROL
 SV0195
 SV0195  NGVD 29 (??/??/92)  667.024  (m)         2188.39   (f) ADJ UNCH    2 0
 SV0195
 SV0195.Superseded values are not recommended for survey control.
 SV0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0195.See file dsdata.txt to determine how the superseded data were derived.
 SV0195
 SV0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN386431(NAD 83)
 SV0195_MARKER: DB = BENCH MARK DISK
 SV0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0195_STAMPING: J 135 1935
 SV0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0195+STABILITY: SURFACE MOTION
 SV0195
 SV0195  HISTORY     - Date     Condition        Report By
 SV0195  HISTORY     - 1935     MONUMENTED       CGS
 SV0195  HISTORY     - 1963     GOOD             NGS
 SV0195  HISTORY     - 1982     MARK NOT FOUND   NGS
 SV0195
 SV0195                          STATION DESCRIPTION
 SV0195
 SV0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0195'6.1 MI E FROM ST MARIES.
 SV0195'6.1 MILES EAST ALONG THE ST. MARIES AVERY ROAD FROM THE POST OFFICE AT
 SV0195'ST. MARIES, 380 FEET NORTHWEST OF MR. GEORGE PORRETS MAIL BOX, 41 FEET
 SV0195'NORTH OF THE CENTER OF THE ROAD, 35 FEET SOUTH OF THE CENTER OF AN OLD
 SV0195'ROAD BED, 0.5 FOOT SOUTH OF A FENCE AND 0.5 FOOT EAST OF A METAL
 SV0195'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES.
 SV0195
 SV0195                          STATION RECOVERY (1982)
 SV0195
 SV0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SV0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0529 ***********************************************************************
 QA0529  DESIGNATION -  J 136
 QA0529  PID         -  QA0529
 QA0529  STATE/COUNTY-  ID/VALLEY
 QA0529  USGS QUAD   -  EAGLE NEST (1988)
 QA0529
 QA0529                         *CURRENT SURVEY CONTROL
 QA0529  ___________________________________________________________________
 QA0529* NAD 83(1986)-  44 34 13.     (N)    115 53 53.     (W)     SCALED    
 QA0529* NAVD 88     -      1568.579  (meters)    5146.25   (feet)  ADJUSTED  
 QA0529  ___________________________________________________________________
 QA0529  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 QA0529  DYNAMIC HT  -        1567.807 (meters)    5143.71  (feet)  COMP
 QA0529  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 QA0529
 QA0529  VERT ORDER  -  SECOND    CLASS 0
 QA0529
 QA0529.The horizontal coordinates were scaled from a topographic map and have
 QA0529.an estimated accuracy of +/- 6 seconds.
 QA0529
 QA0529.The orthometric height was determined by differential leveling
 QA0529.and adjusted by the National Geodetic Survey in June 1991..
 QA0529
 QA0529.The geoid height was determined by GEOID03.
 QA0529
 QA0529.The dynamic height is computed by dividing the NAVD 88
 QA0529.geopotential number by the normal gravity value computed on the
 QA0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0529.degrees latitude (g = 980.6199 gals.).
 QA0529
 QA0529.The modeled gravity was interpolated from observed gravity values.
 QA0529
 QA0529;                    North         East    Units  Estimated Accuracy
 QA0529;SPC ID W     -   322,570.      788,240.      MT  (+/- 180 meters Scaled)
 QA0529
 QA0529                          SUPERSEDED SURVEY CONTROL
 QA0529
 QA0529  NGVD 29 (??/??/92) 1567.440  (m)         5142.51   (f) ADJ UNCH    2 0
 QA0529
 QA0529.Superseded values are not recommended for survey control.
 QA0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0529.See file dsdata.txt to determine how the superseded data were derived.
 QA0529
 QA0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK874358(NAD 83)
 QA0529_MARKER: DB = BENCH MARK DISK
 QA0529_SETTING: 80 = SET IN A BOULDER
 QA0529_SP_SET: BOULDER
 QA0529_STAMPING: J 187 1959
 QA0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0529+STABILITY: SURFACE MOTION
 QA0529
 QA0529  HISTORY     - Date     Condition        Report By
 QA0529  HISTORY     - 1935     MONUMENTED       CGS
 QA0529  HISTORY     - 1973     GOOD             USGS
 QA0529
 QA0529                          STATION DESCRIPTION
 QA0529
 QA0529'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QA0529'3.95 MI N FROM MCCALL.
 QA0529'3.95 MILES NORTH AND EAST ALONG ASPHALT ROAD FROM THE JUNCTION OF
 QA0529'STATE HWY 15 AT MCCALL.  MCCALL P.O., EAST 1 BLOCK TO T-RD., TURN
 QA0529'RIGHT SOUTH ON STATE HWY. 55 0.10 MILES TO T-RD. (125 FT. SOUTH OF
 QA0529'GRX) TURN LEFT EAST ON PAVED ROAD 0.4 MILE TO CROSS ROADS, TURN LEFT,
 QA0529'NORTH 0.8 MILE TO CROSS ROADS, TURN RIGHT EAST 2.15 MILE TO ROAD FORK
 QA0529'TURN RIGHT, EAST ON GRAVEL ROAD TO YELLOW PINE 0.7 MILE.  NEAR THE NW
 QA0529'EDGE OF LITTLE PAYETTE LAKE.  39 FT. SE OF ROAD, 3.8 FT. NE OF WITNESS
 QA0529'SIGN, SET IN TOP OF A 10 BY 14 FOOT BOULDER PROJECTING 4.0 FEET. A
 QA0529'STANDARD DISK STAMPED J 187 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0054 ***********************************************************************
 QB0054  DESIGNATION -  J 137
 QB0054  PID         -  QB0054
 QB0054  STATE/COUNTY-  ID/VALLEY
 QB0054  USGS QUAD   -  MEADOWS (1973)
 QB0054
 QB0054                         *CURRENT SURVEY CONTROL
 QB0054  ___________________________________________________________________
 QB0054* NAD 83(1986)-  44 55 44.     (N)    116 08 42.     (W)     SCALED    
 QB0054* NAVD 88     -      1600.294  (meters)    5250.30   (feet)  ADJUSTED  
 QB0054  ___________________________________________________________________
 QB0054  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 QB0054  DYNAMIC HT  -        1599.637 (meters)    5248.14  (feet)  COMP
 QB0054  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 QB0054
 QB0054  VERT ORDER  -  SECOND    CLASS 0
 QB0054
 QB0054.The horizontal coordinates were scaled from a topographic map and have
 QB0054.an estimated accuracy of +/- 6 seconds.
 QB0054
 QB0054.The orthometric height was determined by differential leveling
 QB0054.and adjusted by the National Geodetic Survey in June 1991..
 QB0054
 QB0054.The geoid height was determined by GEOID03.
 QB0054
 QB0054.The dynamic height is computed by dividing the NAVD 88
 QB0054.geopotential number by the normal gravity value computed on the
 QB0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0054.degrees latitude (g = 980.6199 gals.).
 QB0054
 QB0054.The modeled gravity was interpolated from observed gravity values.
 QB0054
 QB0054;                    North         East    Units  Estimated Accuracy
 QB0054;SPC ID W     -   362,480.      768,820.      MT  (+/- 180 meters Scaled)
 QB0054
 QB0054                          SUPERSEDED SURVEY CONTROL
 QB0054
 QB0054  NGVD 29 (??/??/92) 1599.137  (m)         5246.50   (f) ADJ UNCH    2 0
 QB0054
 QB0054.Superseded values are not recommended for survey control.
 QB0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0054.See file dsdata.txt to determine how the superseded data were derived.
 QB0054
 QB0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK674754(NAD 83)
 QB0054_MARKER: DB = BENCH MARK DISK
 QB0054_SETTING: 80 = SET IN A BOULDER
 QB0054_SP_SET: BOULDER
 QB0054_STAMPING: J 137 1935
 QB0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0054+STABILITY: SURFACE MOTION
 QB0054
 QB0054  HISTORY     - Date     Condition        Report By
 QB0054  HISTORY     - 1935     MONUMENTED       CGS
 QB0054  HISTORY     - 1973     GOOD             USGS
 QB0054
 QB0054                          STATION DESCRIPTION
 QB0054
 QB0054'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QB0054'2.45 MI NW FROM MCCALL.
 QB0054'1.05 MILES NORTH ALONG THE WARREN WAGON ROAD LEADING TO BURGDORF FROM
 QB0054'THE JUNCTION WITH STATE HIGHWAY 55 AT MCCALL, THENCE 1.4 MILES WEST
 QB0054'ALONG THE OLD ROUTE OF THE HIGHWAY TO MEADOWS, ABOUT 0.3 MILE WEST OF
 QB0054'THE JUNCTION OF A ROAD LEADING TO BRUNDAGE LOOKOUT, ON A CURVE TO THE
 QB0054'LEFT OVER A DEEP FILL, ABOUT 103.5 FEET NORTH OF THE CENTER LINE OF
 QB0054'THE OLD HIGHWAY, 14.5 FEET NORTHWEST OF A 30 INCH DOUGLAS FIR, 8 FEET
 QB0054'NORTHEAST OF A WITNESS POST, IN THE TOP OF A GRANITE BOULDER, AND
 QB0054'ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED J 137 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0079 ***********************************************************************
 QB0079  DESIGNATION -  J 139
 QB0079  PID         -  QB0079
 QB0079  STATE/COUNTY-  ID/VALLEY
 QB0079  USGS QUAD   -  CASCADE (1985)
 QB0079
 QB0079                         *CURRENT SURVEY CONTROL
 QB0079  ___________________________________________________________________
 QB0079* NAD 83(1986)-  44 35 31.     (N)    116 04 30.     (W)     SCALED    
 QB0079* NAVD 88     -      1463.769  (meters)    4802.38   (feet)  ADJUSTED  
 QB0079  ___________________________________________________________________
 QB0079  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 QB0079  DYNAMIC HT  -        1463.081 (meters)    4800.12  (feet)  COMP
 QB0079  MODELED GRAV-     980,096.6   (mgal)                       NAVD 88
 QB0079
 QB0079  VERT ORDER  -  SECOND    CLASS 0
 QB0079
 QB0079.The horizontal coordinates were scaled from a topographic map and have
 QB0079.an estimated accuracy of +/- 6 seconds.
 QB0079
 QB0079.The orthometric height was determined by differential leveling
 QB0079.and adjusted by the National Geodetic Survey in June 1991..
 QB0079
 QB0079.The geoid height was determined by GEOID03.
 QB0079
 QB0079.The dynamic height is computed by dividing the NAVD 88
 QB0079.geopotential number by the normal gravity value computed on the
 QB0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0079.degrees latitude (g = 980.6199 gals.).
 QB0079
 QB0079.The modeled gravity was interpolated from observed gravity values.
 QB0079
 QB0079;                    North         East    Units  Estimated Accuracy
 QB0079;SPC ID W     -   325,010.      774,200.      MT  (+/- 180 meters Scaled)
 QB0079
 QB0079                          SUPERSEDED SURVEY CONTROL
 QB0079
 QB0079  NGVD 29 (??/??/92) 1462.646  (m)         4798.70   (f) ADJ UNCH    2 0
 QB0079
 QB0079.Superseded values are not recommended for survey control.
 QB0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0079.See file dsdata.txt to determine how the superseded data were derived.
 QB0079
 QB0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK734380(NAD 83)
 QB0079_MARKER: DB = BENCH MARK DISK
 QB0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0079_STAMPING: J 139 1935
 QB0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0079+STABILITY: SURFACE MOTION
 QB0079
 QB0079  HISTORY     - Date     Condition        Report By
 QB0079  HISTORY     - 1935     MONUMENTED       CGS
 QB0079  HISTORY     - 1953     MARK NOT FOUND   USGS
 QB0079
 QB0079                          STATION DESCRIPTION
 QB0079
 QB0079'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QB0079'6.5 MI N FROM CASCADE.
 QB0079'6.5 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE SCHOOL
 QB0079'AT CASCADE, 69 FEET NORTH OF POLE 105+14, 48 FEET EAST OF THE CENTER
 QB0079'LINE OF THE TRACK, 43 FEET EAST OF CULVERT 105+18, AND 2 FEET EAST OF
 QB0079'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 139 1935 AND SET
 QB0079'IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD IS ABANDONED AND THIS
 QB0079'SECTION IS NOW COVERED WITH WATER FROM CASCADE LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0008 ***********************************************************************
 OZ0008  DESIGNATION -  J 14
 OZ0008  PID         -  OZ0008
 OZ0008  STATE/COUNTY-  ID/BLAINE
 OZ0008  USGS QUAD   -  HAILEY (1967)
 OZ0008
 OZ0008                         *CURRENT SURVEY CONTROL
 OZ0008  ___________________________________________________________________
 OZ0008* NAD 83(1986)-  43 33 28.     (N)    114 19 39.     (W)     SCALED    
 OZ0008* NAVD 88     -      1661.476  (meters)    5451.03   (feet)  ADJUSTED  
 OZ0008  ___________________________________________________________________
 OZ0008  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 OZ0008  DYNAMIC HT  -        1660.497 (meters)    5447.81  (feet)  COMP
 OZ0008  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 OZ0008
 OZ0008  VERT ORDER  -  FIRST     CLASS II
 OZ0008
 OZ0008.The horizontal coordinates were scaled from a topographic map and have
 OZ0008.an estimated accuracy of +/- 6 seconds.
 OZ0008
 OZ0008.The orthometric height was determined by differential leveling
 OZ0008.and adjusted by the National Geodetic Survey in June 1991..
 OZ0008
 OZ0008.The geoid height was determined by GEOID03.
 OZ0008
 OZ0008.The dynamic height is computed by dividing the NAVD 88
 OZ0008.geopotential number by the normal gravity value computed on the
 OZ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0008.degrees latitude (g = 980.6199 gals.).
 OZ0008
 OZ0008.The modeled gravity was interpolated from observed gravity values.
 OZ0008
 OZ0008;                    North         East    Units  Estimated Accuracy
 OZ0008;SPC ID C     -   210,120.      473,540.      MT  (+/- 180 meters Scaled)
 OZ0008
 OZ0008                          SUPERSEDED SURVEY CONTROL
 OZ0008
 OZ0008  NGVD 29 (??/??/92) 1660.321  (m)         5447.24   (f) ADJ UNCH    1 2
 OZ0008
 OZ0008.Superseded values are not recommended for survey control.
 OZ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0008.See file dsdata.txt to determine how the superseded data were derived.
 OZ0008
 OZ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ158262(NAD 83)
 OZ0008_MARKER: DB = BENCH MARK DISK
 OZ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0008_STAMPING: 5447.341 J 14 1933
 OZ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0008+STABILITY: SURFACE MOTION
 OZ0008
 OZ0008  HISTORY     - Date     Condition        Report By
 OZ0008  HISTORY     - 1933     MONUMENTED       CGS
 OZ0008  HISTORY     - 1967     MARK NOT FOUND   USGS
 OZ0008  HISTORY     - 20060914 MARK NOT FOUND   USGS
 OZ0008
 OZ0008                          STATION DESCRIPTION
 OZ0008
 OZ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OZ0008'3.0 MI N FROM HAILEY.
 OZ0008'3.0 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM HAILEY,
 OZ0008'BLAINE COUNTY, AT ZINC SIDING, 3 FEET EAST OF MILEPOST 60, 50 FEET
 OZ0008'WEST OF THE SOUTH SWITCH, AND 6 FEET LOWER THAN THE TRACK.  A STANDARD
 OZ0008'DISK, STAMPED 5447.341 J 14 1933 AND SET IN THE TOP OF A CONCRETE POST
 OZ0008'PROJECTING 1 FOOT ABOVE GROUND.
 OZ0008
 OZ0008                          STATION RECOVERY (1967)
 OZ0008
 OZ0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OZ0008'MARK NOT FOUND.
 OZ0008
 OZ0008                          STATION RECOVERY (2006)
 OZ0008
 OZ0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0393 ***********************************************************************
 PZ0393  DESIGNATION -  J 14
 PZ0393  PID         -  PZ0393
 PZ0393  STATE/COUNTY-  ID/LEMHI
 PZ0393  USGS QUAD   -  GILMORE SUMMIT (1987)
 PZ0393
 PZ0393                         *CURRENT SURVEY CONTROL
 PZ0393  ___________________________________________________________________
 PZ0393* NAD 83(1986)-  44 25 45.     (N)    113 13 59.     (W)     SCALED    
 PZ0393* NAVD 88     -      2195.397  (meters)    7202.73   (feet)  ADJUSTED  
 PZ0393  ___________________________________________________________________
 PZ0393  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 PZ0393  DYNAMIC HT  -        2194.037 (meters)    7198.27  (feet)  COMP
 PZ0393  MODELED GRAV-     979,919.4   (mgal)                       NAVD 88
 PZ0393
 PZ0393  VERT ORDER  -  SECOND    CLASS 0
 PZ0393
 PZ0393.The horizontal coordinates were scaled from a topographic map and have
 PZ0393.an estimated accuracy of +/- 6 seconds.
 PZ0393
 PZ0393.The orthometric height was determined by differential leveling
 PZ0393.and adjusted by the National Geodetic Survey in June 1991..
 PZ0393
 PZ0393.The geoid height was determined by GEOID03.
 PZ0393
 PZ0393.The dynamic height is computed by dividing the NAVD 88
 PZ0393.geopotential number by the normal gravity value computed on the
 PZ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0393.degrees latitude (g = 980.6199 gals.).
 PZ0393
 PZ0393.The modeled gravity was interpolated from observed gravity values.
 PZ0393
 PZ0393;                    North         East    Units  Estimated Accuracy
 PZ0393;SPC ID C     -   307,170.      561,070.      MT  (+/- 180 meters Scaled)
 PZ0393
 PZ0393                          SUPERSEDED SURVEY CONTROL
 PZ0393
 PZ0393  NGVD 29 (??/??/92) 2193.967  (m)         7198.04   (f) ADJ UNCH    2 0
 PZ0393
 PZ0393.Superseded values are not recommended for survey control.
 PZ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0393.See file dsdata.txt to determine how the superseded data were derived.
 PZ0393
 PZ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ222219(NAD 83)
 PZ0393_MARKER: DD = SURVEY DISK
 PZ0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0393_STAMPING: J 14 1929
 PZ0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0393+STABILITY: SURFACE MOTION
 PZ0393
 PZ0393  HISTORY     - Date     Condition        Report By
 PZ0393  HISTORY     - 1929     MONUMENTED       USGS
 PZ0393
 PZ0393                          STATION DESCRIPTION
 PZ0393
 PZ0393'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0393'2.6 MI SE FROM GILMORE.
 PZ0393'ABOUT 2.6 MILES SOUTHEAST ALONG THE ROAD LEADING TO KAUFMAN FROM THE
 PZ0393'SCHOOLHOUSE AT GILMORE, LEMHI COUNTY, AND NEAR THE TOP OF THE DIVIDE
 PZ0393'BETWEEN LEMHI RIVER AND WILLOW CREEK DRAINAGE.  A UNITED STATES
 PZ0393'GEOLOGICAL SURVEY STANDARD DISK, STAMPED J 14 1929 AND SET IN THE TOP
 PZ0393'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0028 ***********************************************************************
 OH0028  DESIGNATION -  J 141
 OH0028  PID         -  OH0028
 OH0028  STATE/COUNTY-  ID/ADA
 OH0028  USGS QUAD   -  MERIDIAN (1971)
 OH0028
 OH0028                         *CURRENT SURVEY CONTROL
 OH0028  ___________________________________________________________________
 OH0028* NAD 83(1986)-  43 36 33.     (N)    116 24 48.     (W)     SCALED    
 OH0028* NAVD 88     -       788.779  (meters)    2587.85   (feet)  ADJUSTED  
 OH0028  ___________________________________________________________________
 OH0028  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 OH0028  DYNAMIC HT  -         788.501 (meters)    2586.94  (feet)  COMP
 OH0028  MODELED GRAV-     980,240.0   (mgal)                       NAVD 88
 OH0028
 OH0028  VERT ORDER  -  SECOND    CLASS 0
 OH0028
 OH0028.The horizontal coordinates were scaled from a topographic map and have
 OH0028.an estimated accuracy of +/- 6 seconds.
 OH0028
 OH0028.The orthometric height was determined by differential leveling
 OH0028.and adjusted by the National Geodetic Survey in June 1991..
 OH0028
 OH0028.The geoid height was determined by GEOID03.
 OH0028
 OH0028.The dynamic height is computed by dividing the NAVD 88
 OH0028.geopotential number by the normal gravity value computed on the
 OH0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0028.degrees latitude (g = 980.6199 gals.).
 OH0028
 OH0028.The modeled gravity was interpolated from observed gravity values.
 OH0028
 OH0028;                    North         East    Units  Estimated Accuracy
 OH0028;SPC ID W     -   215,980.      746,450.      MT  (+/- 180 meters Scaled)
 OH0028
 OH0028                          SUPERSEDED SURVEY CONTROL
 OH0028
 OH0028  NGVD 29 (??/??/92)  787.836  (m)         2584.76   (f) ADJ UNCH    2 0
 OH0028
 OH0028.Superseded values are not recommended for survey control.
 OH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0028.See file dsdata.txt to determine how the superseded data were derived.
 OH0028
 OH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ473286(NAD 83)
 OH0028_MARKER: DB = BENCH MARK DISK
 OH0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0028_STAMPING: J 141 1935
 OH0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0028+STABILITY: SURFACE MOTION
 OH0028
 OH0028  HISTORY     - Date     Condition        Report By
 OH0028  HISTORY     - 1935     MONUMENTED       CGS
 OH0028  HISTORY     - 1959     GOOD             NGS
 OH0028  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0028
 OH0028                          STATION DESCRIPTION
 OH0028
 OH0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0028'1.5 MI W FROM MERIDIAN.
 OH0028'1.5 MILES WEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 OH0028'AT MERIDIAN, ADA COUNTY, 0.4 MILE EAST OF MILEPOST B 459, 200 FEET
 OH0028'NORTHWEST OF THE STATION-ONE-MILE SIGN, 75 FEET EAST OF CONCRETE
 OH0028'CULVERT B 458+6, 48.8 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 OH0028'36 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH GRAVEL ROAD.  A
 OH0028'STANDARD DISK, STAMPED J 141 1935 AND SET IN THE TOP OF A CONCRETE
 OH0028'POST.
 OH0028
 OH0028                          STATION RECOVERY (1983)
 OH0028
 OH0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0270 ***********************************************************************
 RZ0270  DESIGNATION -  J 143
 RZ0270  PID         -  RZ0270
 RZ0270  STATE/COUNTY-  ID/NEZ PERCE
 RZ0270  USGS QUAD   -  LIMEKILN RAPIDS (1968)
 RZ0270
 RZ0270                         *CURRENT SURVEY CONTROL
 RZ0270  ___________________________________________________________________
 RZ0270* NAD 83(1986)-  46 00 57.     (N)    116 55 13.     (W)     SCALED    
 RZ0270* NAVD 88     -       262.205  (meters)     860.25   (feet)  ADJUSTED  
 RZ0270  ___________________________________________________________________
 RZ0270  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 RZ0270  DYNAMIC HT  -         262.152 (meters)     860.08  (feet)  COMP
 RZ0270  MODELED GRAV-     980,411.8   (mgal)                       NAVD 88
 RZ0270
 RZ0270  VERT ORDER  -  FIRST     CLASS II
 RZ0270
 RZ0270.The horizontal coordinates were scaled from a topographic map and have
 RZ0270.an estimated accuracy of +/- 6 seconds.
 RZ0270
 RZ0270.The orthometric height was determined by differential leveling
 RZ0270.and adjusted by the National Geodetic Survey in June 1991..
 RZ0270
 RZ0270.The geoid height was determined by GEOID03.
 RZ0270
 RZ0270.The dynamic height is computed by dividing the NAVD 88
 RZ0270.geopotential number by the normal gravity value computed on the
 RZ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0270.degrees latitude (g = 980.6199 gals.).
 RZ0270
 RZ0270.The modeled gravity was interpolated from observed gravity values.
 RZ0270
 RZ0270;                    North         East    Units  Estimated Accuracy
 RZ0270;SPC ID W     -   483,870.      709,380.      MT  (+/- 180 meters Scaled)
 RZ0270
 RZ0270                          SUPERSEDED SURVEY CONTROL
 RZ0270
 RZ0270  NGVD 29 (??/??/92)  261.119  (m)          856.69   (f) ADJ UNCH    1 2
 RZ0270
 RZ0270.Superseded values are not recommended for survey control.
 RZ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0270.See file dsdata.txt to determine how the superseded data were derived.
 RZ0270
 RZ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL061958(NAD 83)
 RZ0270_MARKER: DD = SURVEY DISK
 RZ0270_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0270_SP_SET: ROCK OUTCROP
 RZ0270_STAMPING: J 143 1941 857.1
 RZ0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0270+STABILITY: POSITION/ELEVATION WELL
 RZ0270
 RZ0270  HISTORY     - Date     Condition        Report By
 RZ0270  HISTORY     - 1941     MONUMENTED       DOD
 RZ0270  HISTORY     - 1946     GOOD             NGS
 RZ0270
 RZ0270                          STATION DESCRIPTION
 RZ0270
 RZ0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RZ0270'6.55 MI S FROM ROGERSBURG.
 RZ0270'ALONG THE EAST BANK OF THE SNAKE RIVER, 6.55 MILES SOUTH OF AND ACROSS
 RZ0270'THE RIVER FROM THE JUNCTION OF THE GRANDE RONDE AND THE SNAKE RIVERS
 RZ0270'AT ROGERSBURG, 0.35 MILE SOUTH OF THE UPPER END OF SHOVEL CREEK
 RZ0270'RAPIDS, 100.0 FEET NORTH OF A BAR WHICH HAS LARGE TREES ON IT, 100.0
 RZ0270'FEET SOUTH OF A SMALL SAND BAR AND DIRECTLY ACROSS THE RIVER FROM A
 RZ0270'SHALE SLIDE ON THE WEST BANK OF THE RIVER, U.S. ARMY ENGINEERS BRONZE
 RZ0270'DISK SET IN TOP OF A LARGE ROCK OUTCROP AT THE EDGE OF THE WATER,
 RZ0270'LARGE B M PAINTED ON THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0674 ***********************************************************************
 OH0674  DESIGNATION -  J 143 RESET
 OH0674  PID         -  OH0674
 OH0674  STATE/COUNTY-  ID/CANYON
 OH0674  USGS QUAD   -  MIDDLETON (1971)
 OH0674
 OH0674                         *CURRENT SURVEY CONTROL
 OH0674  ___________________________________________________________________
 OH0674* NAD 83(1986)-  43 42 21.     (N)    116 37 02.     (W)     SCALED    
 OH0674* NAVD 88     -       730.760  (meters)    2397.50   (feet)  ADJUSTED  
 OH0674  ___________________________________________________________________
 OH0674  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 OH0674  DYNAMIC HT  -         730.520 (meters)    2396.71  (feet)  COMP
 OH0674  MODELED GRAV-     980,266.3   (mgal)                       NAVD 88
 OH0674
 OH0674  VERT ORDER  -  SECOND    CLASS I
 OH0674
 OH0674.The horizontal coordinates were scaled from a topographic map and have
 OH0674.an estimated accuracy of +/- 6 seconds.
 OH0674
 OH0674.The orthometric height was determined by differential leveling
 OH0674.and adjusted by the National Geodetic Survey in November 2005..
 OH0674
 OH0674.The geoid height was determined by GEOID03.
 OH0674
 OH0674.The dynamic height is computed by dividing the NAVD 88
 OH0674.geopotential number by the normal gravity value computed on the
 OH0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0674.degrees latitude (g = 980.6199 gals.).
 OH0674
 OH0674.The modeled gravity was interpolated from observed gravity values.
 OH0674
 OH0674;                    North         East    Units  Estimated Accuracy
 OH0674;SPC ID W     -   226,880.      730,110.      MT  (+/- 180 meters Scaled)
 OH0674
 OH0674                          SUPERSEDED SURVEY CONTROL
 OH0674
 OH0674  NGVD 29 (03/27/06)  729.84   (m)         2394.5    (f) RESET       3  
 OH0674
 OH0674.Superseded values are not recommended for survey control.
 OH0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0674.See file dsdata.txt to determine how the superseded data were derived.
 OH0674
 OH0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ308392(NAD 83)
 OH0674_MARKER: DV = VERTICAL CONTROL DISK
 OH0674_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OH0674_SP_SET: SLAB
 OH0674_STAMPING: J 143 RESET 1977
 OH0674_MARK LOGO: NGS   
 OH0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH0674+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2003
 OH0674
 OH0674  HISTORY     - Date     Condition        Report By
 OH0674  HISTORY     - 1977     MONUMENTED       NGS
 OH0674  HISTORY     - 20031219 GOOD             NGS
 OH0674
 OH0674                          STATION DESCRIPTION
 OH0674
 OH0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OH0674'IN MIDDLETON.
 OH0674'REACHED FROM THE MIDDLETON POST OFFICE GO EAST FOR 0.05 MILE TO WHERE
 OH0674'THE MAIN ROAD TURNS RIGHT, TURN RIGHT, AND GO SOUTHEAST ON THE MACADAM
 OH0674'ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT, AT THE SOUTHEAST CORNER
 OH0674'OF A 12 BY 20 FOOT CONCRETE SLAB THAT IS THE BASE FOR A WORLD WAR TWO
 OH0674'TANK, 80 FEET WEST OF THE NEAREST RAIL OF THE RAILROAD TRACKS, 62 FEET
 OH0674'NORTH OF THE CENTER OF STATE HIGHWAY 44, 42 FEET WEST OF THE CENTER OF
 OH0674'THE MACADAM ROAD, 28 FEET NORTHWEST OF THE STOP SIGN, AND 14 FEET
 OH0674'NORTH OF POWER POLE NO. 5/28.
 OH0674
 OH0674                          STATION RECOVERY (2003)
 OH0674
 OH0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (CLS)
 OH0674'THE STATION IS LOCATED IN MIDDLETON, IN THE SOUTHEAST CORNER OF THE
 OH0674'CITY PARK, IN THE SOUTHEAST CORNER OF A 3.6 M BY 6.1 M (12 FT BY 20
 OH0674'FT) CONCRETE PAD SUPPORTING A WORLD WAR II TANK.  OWNERSHIP -- CITY
 OH0674'OF MIDDLETON.  THE STATION IS LOCATED NORTH OF STATE HIGHWAY 44 AT
 OH0674'THE JUNCTION OF MIDDLETON ROAD SOUTH IN MIDDLETON.  PARK IN THE
 OH0674'PARKING LOT FOR THE CITY PARK ON THE NORTH SIDE OF HIGHWAY 44 TO
 OH0674'ACCESS THE STATION AT THE SOUTHEAST CORNER OF THE WORLD WAR II TANK.
 OH0674' THE STATION IS A STANDRAD NGS VERTICAL CONTROL DISK SET IN THE
 OH0674'SOUTHEAST CORNER OF THE CONCRETE PAD FOR THE TANK.  IT IS 18.9 M
 OH0674'(62.0 FT) NORTH FROM THE CENTER OF HIGHWAY 44, 12.8 M (42.0 FT) WEST
 OH0674'FROM THE CENTER OF A MACADAM ROAD ON THE EAST SIDE OF THE PARK, 8.5 M
 OH0674'(28 FT) NORTHWEST FROM A STOP SIGN, AND 4.2 M (14.0 FT) NORTH FROM
 OH0674'POWER POLE NUMBER 515.  NOTE -- DESCRIBED RAILROAD IN ORIGINAL
 OH0674'DESCRIPTION HAS BEEN ABANDONED AND IS NOW A PAVED WALKING PATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0669 ***********************************************************************
 OZ0669  DESIGNATION -  J 144
 OZ0669  PID         -  OZ0669
 OZ0669  STATE/COUNTY-  ID/BOISE
 OZ0669  USGS QUAD   -  DUNNIGAN CREEK (1969)
 OZ0669
 OZ0669                         *CURRENT SURVEY CONTROL
 OZ0669  ___________________________________________________________________
 OZ0669* NAD 83(1986)-  43 44 08.     (N)    115 56 01.     (W)     SCALED    
 OZ0669* NAVD 88     -      1034.995  (meters)    3395.65   (feet)  ADJUSTED  
 OZ0669  ___________________________________________________________________
 OZ0669  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 OZ0669  DYNAMIC HT  -        1034.542 (meters)    3394.16  (feet)  COMP
 OZ0669  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 OZ0669
 OZ0669  VERT ORDER  -  SECOND    CLASS 0
 OZ0669
 OZ0669.The horizontal coordinates were scaled from a topographic map and have
 OZ0669.an estimated accuracy of +/- 6 seconds.
 OZ0669
 OZ0669.The orthometric height was determined by differential leveling
 OZ0669.and adjusted by the National Geodetic Survey in June 1991..
 OZ0669
 OZ0669.The geoid height was determined by GEOID03.
 OZ0669
 OZ0669.The dynamic height is computed by dividing the NAVD 88
 OZ0669.geopotential number by the normal gravity value computed on the
 OZ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0669.degrees latitude (g = 980.6199 gals.).
 OZ0669
 OZ0669.The modeled gravity was interpolated from observed gravity values.
 OZ0669
 OZ0669;                    North         East    Units  Estimated Accuracy
 OZ0669;SPC ID W     -   229,830.      785,210.      MT  (+/- 180 meters Scaled)
 OZ0669
 OZ0669                          SUPERSEDED SURVEY CONTROL
 OZ0669
 OZ0669  NGVD 29 (??/??/92) 1033.965  (m)         3392.27   (f) ADJ UNCH    2 0
 OZ0669
 OZ0669.Superseded values are not recommended for survey control.
 OZ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0669.See file dsdata.txt to determine how the superseded data were derived.
 OZ0669
 OZ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ858430(NAD 83)
 OZ0669_MARKER: DB = BENCH MARK DISK
 OZ0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0669_STAMPING: J 144 1935
 OZ0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0669+STABILITY: SURFACE MOTION
 OZ0669
 OZ0669  HISTORY     - Date     Condition        Report By
 OZ0669  HISTORY     - 1935     MONUMENTED       CGS
 OZ0669  HISTORY     - 1969     MARK NOT FOUND   USGS
 OZ0669
 OZ0669                          STATION DESCRIPTION
 OZ0669
 OZ0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0669'9.5 MI SW FROM IDAHO CITY.
 OZ0669'9.5 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0669'AT IDAHO CITY, BOISE COUNTY, 1.5 MILES NORTHEAST OF THE R.D. SWAN
 OZ0669'RANCH HOUSE, 0.7 MILE NORTHEAST OF A SMALL ROADSIDE STORE, 0.2 MILE
 OZ0669'SOUTH OF THE CENTER OF THE CROSSING OF AN ABANDONED RAILROAD BED, 750
 OZ0669'FEET SOUTH OF A WOODEN BRIDGE OVER MOORES CREEK, 135 FEET EAST OF THE
 OZ0669'NORTH TOP OF A ROCKY RIDGE, 31 FEET SOUTH OF THE CENTERLINE OF THE
 OZ0669'HIGHWAY, AND IN THE MIDDLE OF AN ABANDONED HIGHWAY.  A STANDARD DISK,
 OZ0669'STAMPED J 144 1935 AND SET IN THE TOP OF A CONCRETE POST.
 OZ0669
 OZ0669                          STATION RECOVERY (1969)
 OZ0669
 OZ0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OZ0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0778 ***********************************************************************
 OZ0778  DESIGNATION -  J 145
 OZ0778  PID         -  OZ0778
 OZ0778  STATE/COUNTY-  ID/BOISE
 OZ0778  USGS QUAD   -  SUNSET MTN (1972)
 OZ0778
 OZ0778                         *CURRENT SURVEY CONTROL
 OZ0778  ___________________________________________________________________
 OZ0778* NAD 83(1986)-  43 57 05.     (N)    115 38 07.     (W)     SCALED    
 OZ0778* NAVD 88     -      1644.081  (meters)    5393.96   (feet)  ADJUSTED  
 OZ0778  ___________________________________________________________________
 OZ0778  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 OZ0778  DYNAMIC HT  -        1643.109 (meters)    5390.77  (feet)  COMP
 OZ0778  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 OZ0778
 OZ0778  VERT ORDER  -  SECOND    CLASS 0
 OZ0778
 OZ0778.The horizontal coordinates were scaled from a topographic map and have
 OZ0778.an estimated accuracy of +/- 6 seconds.
 OZ0778
 OZ0778.The orthometric height was determined by differential leveling
 OZ0778.and adjusted by the National Geodetic Survey in June 1991..
 OZ0778
 OZ0778.The geoid height was determined by GEOID03.
 OZ0778
 OZ0778.The dynamic height is computed by dividing the NAVD 88
 OZ0778.geopotential number by the normal gravity value computed on the
 OZ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0778.degrees latitude (g = 980.6199 gals.).
 OZ0778
 OZ0778.The modeled gravity was interpolated from observed gravity values.
 OZ0778
 OZ0778;                    North         East    Units  Estimated Accuracy
 OZ0778;SPC ID W     -   253,800.      809,210.      MT  (+/- 180 meters Scaled)
 OZ0778
 OZ0778                          SUPERSEDED SURVEY CONTROL
 OZ0778
 OZ0778  NGVD 29 (??/??/92) 1642.80   (m)         5389.8    (f) COMPUTED    2 0
 OZ0778
 OZ0778.Superseded values are not recommended for survey control.
 OZ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0778.See file dsdata.txt to determine how the superseded data were derived.
 OZ0778
 OZ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ095673(NAD 83)
 OZ0778_MARKER: DB = BENCH MARK DISK
 OZ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0778_STAMPING: J 145 1935
 OZ0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0778+STABILITY: SURFACE MOTION
 OZ0778
 OZ0778  HISTORY     - Date     Condition        Report By
 OZ0778  HISTORY     - 1935     MONUMENTED       CGS
 OZ0778  HISTORY     - 1972     MARK NOT FOUND   USGS
 OZ0778
 OZ0778                          STATION DESCRIPTION
 OZ0778
 OZ0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0778'12.9 MI SW FROM LOWMAN.
 OZ0778'12.9 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 OZ0778'HIGHWY 17 AT LOWMAN, BOISE COUNTY, 2.7 MILES NORTHEAST OF MOORES CREEK
 OZ0778'SUMMIT, 100 FEET EAST OF RIGHT-OF-WAY POST 85, 36 FEET NORTH OF THE
 OZ0778'CENTERLINE OF THE HIGHWAY, 21 FEET NORTHEAST OF THE NORTH END OF A
 OZ0778'CONCRETE CULVERT, AND 6.8 FEET EAST OF A 3-FOOT PINE TREE. A STANDARD
 OZ0778'DISK, STAMPED J 145 1935 AND SET IN THE TOP OF A CONCRETE POST.
 OZ0778
 OZ0778                          STATION RECOVERY (1972)
 OZ0778
 OZ0778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OZ0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0133 ***********************************************************************
 QB0133  CBN         -  This is a Cooperative Base Network Control Station.
 QB0133  DESIGNATION -  J 146
 QB0133  PID         -  QB0133
 QB0133  STATE/COUNTY-  ID/GEM
 QB0133  USGS QUAD   -  DODSON PASS (1970)
 QB0133
 QB0133                         *CURRENT SURVEY CONTROL
 QB0133  ___________________________________________________________________
 QB0133* NAD 83(1999)-  44 15 14.18681(N)    116 18 47.26070(W)     ADJUSTED  
 QB0133* NAVD 88     -       988.256  (meters)    3242.30   (feet)  ADJUSTED  
 QB0133  ___________________________________________________________________
 QB0133  X           -  -2,028,667.263 (meters)                     COMP
 QB0133  Y           -  -4,102,329.620 (meters)                     COMP
 QB0133  Z           -   4,429,023.906 (meters)                     COMP
 QB0133  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 QB0133  ELLIP HEIGHT-         972.29  (meters)          (09/01/00) GPS OBS
 QB0133  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 QB0133  DYNAMIC HT  -         987.883 (meters)    3241.08  (feet)  COMP
 QB0133  MODELED GRAV-     980,208.4   (mgal)                       NAVD 88
 QB0133
 QB0133  HORZ ORDER  -  A
 QB0133  VERT ORDER  -  SECOND    CLASS 0
 QB0133  ELLP ORDER  -  THIRD     CLASS I
 QB0133
 QB0133.The horizontal coordinates were established by GPS observations
 QB0133.and adjusted by the National Geodetic Survey in September 2000..
 QB0133.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QB0133.DATUM ITEM on the data sheet items page.
 QB0133
 QB0133.The orthometric height was determined by differential leveling
 QB0133.and adjusted by the National Geodetic Survey in June 1991..
 QB0133
 QB0133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QB0133
 QB0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0133
 QB0133.The ellipsoidal height was determined by GPS observations
 QB0133.and is referenced to NAD 83.
 QB0133
 QB0133.The geoid height was determined by GEOID03.
 QB0133
 QB0133.The dynamic height is computed by dividing the NAVD 88
 QB0133.geopotential number by the normal gravity value computed on the
 QB0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0133.degrees latitude (g = 980.6199 gals.).
 QB0133
 QB0133.The modeled gravity was interpolated from observed gravity values.
 QB0133
 QB0133;                    North         East     Units Scale Factor Converg.
 QB0133;SPC ID W     -   287,560.458   755,029.715   MT  0.99995820   -0 23 34.7
 QB0133;UTM  11      - 4,900,307.484   554,833.967   MT  0.99963698   +0 28 45.6
 QB0133
 QB0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0133!SPC ID W     -   0.99984757  x   0.99995820  =   0.99980577
 QB0133!UTM  11      -   0.99984757  x   0.99963698  =   0.99948460
 QB0133
 QB0133                          SUPERSEDED SURVEY CONTROL
 QB0133
 QB0133  NAVD 88 (09/01/00)  988.26   (m)         3242.3    (f) LEVELING    3  
 QB0133  NGVD 29 (??/??/92)  987.172  (m)         3238.75   (f) ADJ UNCH    2 0
 QB0133
 QB0133.Superseded values are not recommended for survey control.
 QB0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0133.See file dsdata.txt to determine how the superseded data were derived.
 QB0133
 QB0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK5483400307(NAD 83)
 QB0133_MARKER: DB = BENCH MARK DISK
 QB0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0133_STAMPING: J 146 1935
 QB0133_MARK LOGO: CGS   
 QB0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0133+STABILITY: SURFACE MOTION
 QB0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB0133+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 QB0133
 QB0133  HISTORY     - Date     Condition        Report By
 QB0133  HISTORY     - 1935     MONUMENTED       CGS
 QB0133  HISTORY     - 19990616 GOOD             HUBBLE
 QB0133  HISTORY     - 20041106 GOOD             DJC
 QB0133
 QB0133                          STATION DESCRIPTION
 QB0133
 QB0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0133'6.2 MI N FROM OLA.
 QB0133'6.2 MILES NORTH ALONG THE CRANE CREEK ROAD FROM THE JUNCTION OF THE
 QB0133'SMITHS FERRY ROAD AT OLA, GEM COUNTY, ABOUT 1.0 MILE NORTHWEST OF THE
 QB0133'JUNCTION OF THE SECOND FORK ROAD, AT THE NORTH END OF A CURVE LEADING
 QB0133'WEST, 60.0 FEET NORTH OF A FIELD GATE, AND 51.5 FEET EAST OF THE
 QB0133'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED J 146 1935 AND SET
 QB0133'IN THE TOP OF A CONCRETE POST.
 QB0133
 QB0133                          STATION RECOVERY (1999)
 QB0133
 QB0133'RECOVERY NOTE BY HUBBLE ENGINEERING INCORPORATED 1999 (DTP)
 QB0133'STATION IS LOCATED ABOUT 20.0 KM (12.40 MI) WEST OF SMITHS FERRY AND
 QB0133'10.0 KM (6.20 MI) NORTH OF OLA.  OWNERSHIP--ROAD RIGHT-OF-WAY. REACHED
 QB0133'FROM THE OLA INN AND STORE IN OLA, GO NORTH ON THE OLA HIGHWAY FOR 8.0
 QB0133'KM (4.95 MI) TO A FORK (3RD FORK ROAD).  TURN LEFT AND CONTINUE
 QB0133'NORTHERLY ON THE OLA HIGHWAY FOR 1.6 KM (1.00 MI) TO THE MARK ON THE
 QB0133'RIGHT AS DESCRIBED JUST PAST A PRIVATE DRIVE WAY TO ADDRESS 27200.  IT
 QB0133'IS 10.7 M (35.1 FT) EAST FROM THE CENTER OF THE OLA HIGHWAY AND 14.9 M
 QB0133'(48.9 FT) NORTH OF A WOODEN GATE POST.  MARK IS A BENCH MARK DISK SET
 QB0133'IN THE TOP OF A 13 CM SQUARE CONCRETE POST PROJECTING 13 CM ABOVE
 QB0133'GROUND.
 QB0133
 QB0133                          STATION RECOVERY (2004)
 QB0133
 QB0133'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 QB0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0227 ***********************************************************************
 QB0227  DESIGNATION -  J 147
 QB0227  PID         -  QB0227
 QB0227  STATE/COUNTY-  ID/WASHINGTON
 QB0227  USGS QUAD   -  NUTMEG FLAT (1986)
 QB0227
 QB0227                         *CURRENT SURVEY CONTROL
 QB0227  ___________________________________________________________________
 QB0227* NAD 83(1986)-  44 15 59.     (N)    116 40 32.     (W)     SCALED    
 QB0227* NAVD 88     -      1095.169  (meters)    3593.07   (feet)  ADJUSTED  
 QB0227  ___________________________________________________________________
 QB0227  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 QB0227  DYNAMIC HT  -        1094.766 (meters)    3591.74  (feet)  COMP
 QB0227  MODELED GRAV-     980,212.3   (mgal)                       NAVD 88
 QB0227
 QB0227  VERT ORDER  -  SECOND    CLASS 0
 QB0227
 QB0227.The horizontal coordinates were scaled from a topographic map and have
 QB0227.an estimated accuracy of +/- 6 seconds.
 QB0227
 QB0227.The orthometric height was determined by differential leveling
 QB0227.and adjusted by the National Geodetic Survey in June 1991..
 QB0227
 QB0227.The geoid height was determined by GEOID03.
 QB0227
 QB0227.The dynamic height is computed by dividing the NAVD 88
 QB0227.geopotential number by the normal gravity value computed on the
 QB0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0227.degrees latitude (g = 980.6199 gals.).
 QB0227
 QB0227.The modeled gravity was interpolated from observed gravity values.
 QB0227
 QB0227;                    North         East    Units  Estimated Accuracy
 QB0227;SPC ID W     -   289,210.      726,100.      MT  (+/- 180 meters Scaled)
 QB0227
 QB0227                          SUPERSEDED SURVEY CONTROL
 QB0227
 QB0227  NGVD 29 (??/??/92) 1094.105  (m)         3589.58   (f) ADJ UNCH    2 0
 QB0227
 QB0227.Superseded values are not recommended for survey control.
 QB0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0227.See file dsdata.txt to determine how the superseded data were derived.
 QB0227
 QB0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK258015(NAD 83)
 QB0227_MARKER: DB = BENCH MARK DISK
 QB0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0227_STAMPING: J 147 1935
 QB0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0227+STABILITY: SURFACE MOTION
 QB0227
 QB0227  HISTORY     - Date     Condition        Report By
 QB0227  HISTORY     - 1935     MONUMENTED       CGS
 QB0227  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0227
 QB0227                          STATION DESCRIPTION
 QB0227
 QB0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0227'18.7 MI E FROM WEISER.
 QB0227'ABOUT 18.7 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0227'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 2.0 MILES EAST OF BEAR
 QB0227'CREEK SUMMIT, ABOUT 100 YARDS WEST OF A WEST-TO-NORTH CURVE LEADING
 QB0227'INTO A GULLEY, AT THE CENTER OF A CURVE, AT THE EAST SLOPE OF A KNOLL,
 QB0227'60 FEET NORTH OF THE CENTER LINE OF THE ROAD, 8 FEET EAST OF A WIRE
 QB0227'FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 QB0227'J 147 1935 AND SET IN THE TOP OF A CONCRETE POST.
 QB0227
 QB0227                          STATION RECOVERY (1983)
 QB0227
 QB0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0525 ***********************************************************************
 OH0525  DESIGNATION -  J 148
 OH0525  PID         -  OH0525
 OH0525  STATE/COUNTY-  ID/PAYETTE
 OH0525  USGS QUAD   -  NEW PLYMOUTH (1975)
 OH0525
 OH0525                         *CURRENT SURVEY CONTROL
 OH0525  ___________________________________________________________________
 OH0525* NAD 83(1986)-  43 57 17.     (N)    116 45 08.     (W)     SCALED    
 OH0525* NAVD 88     -       680.808  (meters)    2233.62   (feet)  ADJUSTED  
 OH0525  ___________________________________________________________________
 OH0525  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 OH0525  DYNAMIC HT  -         680.602 (meters)    2232.94  (feet)  COMP
 OH0525  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 OH0525
 OH0525  VERT ORDER  -  SECOND    CLASS 0
 OH0525
 OH0525.The horizontal coordinates were scaled from a topographic map and have
 OH0525.an estimated accuracy of +/- 6 seconds.
 OH0525
 OH0525.The orthometric height was determined by differential leveling
 OH0525.and adjusted by the National Geodetic Survey in June 1991..
 OH0525
 OH0525.The geoid height was determined by GEOID03.
 OH0525
 OH0525.The dynamic height is computed by dividing the NAVD 88
 OH0525.geopotential number by the normal gravity value computed on the
 OH0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0525.degrees latitude (g = 980.6199 gals.).
 OH0525
 OH0525.The modeled gravity was interpolated from observed gravity values.
 OH0525
 OH0525;                    North         East    Units  Estimated Accuracy
 OH0525;SPC ID W     -   254,650.      719,560.      MT  (+/- 180 meters Scaled)
 OH0525
 OH0525                          SUPERSEDED SURVEY CONTROL
 OH0525
 OH0525  NGVD 29 (??/??/92)  679.872  (m)         2230.55   (f) ADJ UNCH    2 0
 OH0525
 OH0525.Superseded values are not recommended for survey control.
 OH0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0525.See file dsdata.txt to determine how the superseded data were derived.
 OH0525
 OH0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ198668(NAD 83)
 OH0525_MARKER: DB = BENCH MARK DISK
 OH0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0525_STAMPING: J 148 1935
 OH0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0525+STABILITY: SURFACE MOTION
 OH0525
 OH0525  HISTORY     - Date     Condition        Report By
 OH0525  HISTORY     - 1935     MONUMENTED       CGS
 OH0525
 OH0525                          STATION DESCRIPTION
 OH0525
 OH0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OH0525'6.7 MI NW FROM LETHA.
 OH0525'IN PAYETTE COUNTY, 6.7 MILES NORTHWEST ALONG THE OREGON SHORT LINE
 OH0525'RAILROAD FROM THE STATION AT LETHA, GEM COUNTY, 100 FEET WEST OF
 OH0525'MILEPOST 15, 63.2 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 50 FEET
 OH0525'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 28 FEET SOUTHEAST OF A GATE,
 OH0525'AND 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OH0525'STAMPED J 148 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0443 ***********************************************************************
 PZ0443  DESIGNATION -  J 15
 PZ0443  PID         -  PZ0443
 PZ0443  STATE/COUNTY-  ID/CUSTER
 PZ0443  USGS QUAD   -  CHILLY BUTTES (1967)
 PZ0443
 PZ0443                         *CURRENT SURVEY CONTROL
 PZ0443  ___________________________________________________________________
 PZ0443* NAD 83(1986)-  44 01 57.     (N)    113 56 42.     (W)     SCALED    
 PZ0443* NAVD 88     -      1971.971  (meters)    6469.71   (feet)  ADJUSTED  
 PZ0443  ___________________________________________________________________
 PZ0443  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 PZ0443  DYNAMIC HT  -        1970.695 (meters)    6465.52  (feet)  COMP
 PZ0443  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 PZ0443
 PZ0443  VERT ORDER  -  FIRST     CLASS II
 PZ0443
 PZ0443.The horizontal coordinates were scaled from a topographic map and have
 PZ0443.an estimated accuracy of +/- 6 seconds.
 PZ0443
 PZ0443.The orthometric height was determined by differential leveling
 PZ0443.and adjusted by the National Geodetic Survey in June 1991..
 PZ0443.WARNING-Repeat measurements at this control monument indicate possible
 PZ0443.vertical movement.
 PZ0443
 PZ0443.The geoid height was determined by GEOID03.
 PZ0443
 PZ0443.The dynamic height is computed by dividing the NAVD 88
 PZ0443.geopotential number by the normal gravity value computed on the
 PZ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0443.degrees latitude (g = 980.6199 gals.).
 PZ0443
 PZ0443.The modeled gravity was interpolated from observed gravity values.
 PZ0443
 PZ0443;                    North         East    Units  Estimated Accuracy
 PZ0443;SPC ID C     -   262,810.      504,410.      MT  (+/- 180 meters Scaled)
 PZ0443
 PZ0443                          SUPERSEDED SURVEY CONTROL
 PZ0443
 PZ0443  NGVD 29 (??/??/92) 1970.913  (m)         6466.24   (f) ADJ UNCH    1 2
 PZ0443
 PZ0443.Superseded values are not recommended for survey control.
 PZ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0443.See file dsdata.txt to determine how the superseded data were derived.
 PZ0443
 PZ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP640797(NAD 83)
 PZ0443_MARKER: DB = BENCH MARK DISK
 PZ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0443_STAMPING: J 15 1933 6466.322
 PZ0443_MARK LOGO: CGS   
 PZ0443_PROJECTION: PROJECTING 12 CENTIMETERS
 PZ0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0443+STABILITY: SURFACE MOTION
 PZ0443
 PZ0443  HISTORY     - Date     Condition        Report By
 PZ0443  HISTORY     - 1933     MONUMENTED       CGS
 PZ0443  HISTORY     - 1955     GOOD             NGS
 PZ0443  HISTORY     - 1959     GOOD             USGS
 PZ0443  HISTORY     - 1983     GOOD             NGS
 PZ0443  HISTORY     - 1984     GOOD             NGS
 PZ0443  HISTORY     - 1985     GOOD             NGS
 PZ0443
 PZ0443                          STATION DESCRIPTION
 PZ0443
 PZ0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PZ0443'4.0 MI W FROM CHILLY.
 PZ0443'4.0 MILES WEST ALONG THE BARTLETT POINT ROAD FROM THE Y-ROAD 0.6 MILE
 PZ0443'SOUTH OF THE CHILLY POST OFFICE, 0.9 MILE NORTHEAST OF A PROMINENT
 PZ0443'ROCK BLUFF AT THE SIDE OF THE ROAD, AT THE NORTHEAST END OF THE GATE
 PZ0443'TO AN ABANDONED RANCH, 300 FEET NORTH OF THE RANCH 50 FEET NORTHWEST
 PZ0443'OF AN IRRIGATION DITCH AND 30 FEET SOUTH OF THE CENTER LINE OF THE
 PZ0443'ROAD.  SET ON TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PZ0443
 PZ0443                          STATION RECOVERY (1959)
 PZ0443
 PZ0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 PZ0443'RECOVERED IN GOOD CONDITION.
 PZ0443
 PZ0443                          STATION RECOVERY (1983)
 PZ0443
 PZ0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PZ0443'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 PZ0443'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0443'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST
 PZ0443'ALONG OLD STATE HIGHWAY 27, THENCE 6.55 KM (4.1 MI) SOUTHWEST
 PZ0443'ALONG BARTLETT POINT ROAD, 0.27 KM (0.15 MI) NORTHEAST OF A WOODEN
 PZ0443'BRIDGE OVER A CREEK, 9.4 METERS (31 FT) SOUTHEAST OF THE CENTER
 PZ0443'OF THE ROAD, 37.2 METERS (122 FT) SOUTHWEST OF THE SOUTHEAST
 PZ0443'POLE FOR THE POWER LINES CROSSING THE ROAD AND 0.7 METER (2.5 FT)
 PZ0443'NORTH OF A FENCE.
 PZ0443'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 PZ0443'THE MARK IS 0.4 M ABOVE THE ROAD.
 PZ0443
 PZ0443                          STATION RECOVERY (1984)
 PZ0443
 PZ0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0443'RECOVERED IN GOOD CONDITION.
 PZ0443
 PZ0443                          STATION RECOVERY (1985)
 PZ0443
 PZ0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0216 ***********************************************************************
 QB0216  DESIGNATION -  J 150
 QB0216  PID         -  QB0216
 QB0216  STATE/COUNTY-  ID/WASHINGTON
 QB0216  USGS QUAD   -  WEISER COVE (1952)
 QB0216
 QB0216                         *CURRENT SURVEY CONTROL
 QB0216  ___________________________________________________________________
 QB0216* NAD 83(1986)-  44 14 30.     (N)    116 48 33.     (W)     SCALED    
 QB0216* NAVD 88     -       672.479  (meters)    2206.29   (feet)  ADJUSTED  
 QB0216  ___________________________________________________________________
 QB0216  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 QB0216  DYNAMIC HT  -         672.289 (meters)    2205.67  (feet)  COMP
 QB0216  MODELED GRAV-     980,313.8   (mgal)                       NAVD 88
 QB0216
 QB0216  VERT ORDER  -  SECOND    CLASS 0
 QB0216
 QB0216.The horizontal coordinates were scaled from a topographic map and have
 QB0216.an estimated accuracy of +/- 6 seconds.
 QB0216
 QB0216.The orthometric height was determined by differential leveling
 QB0216.and adjusted by the National Geodetic Survey in June 1991..
 QB0216
 QB0216.The geoid height was determined by GEOID03.
 QB0216
 QB0216.The dynamic height is computed by dividing the NAVD 88
 QB0216.geopotential number by the normal gravity value computed on the
 QB0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0216.degrees latitude (g = 980.6199 gals.).
 QB0216
 QB0216.The modeled gravity was interpolated from observed gravity values.
 QB0216
 QB0216;                    North         East    Units  Estimated Accuracy
 QB0216;SPC ID W     -   286,590.      715,400.      MT  (+/- 180 meters Scaled)
 QB0216
 QB0216                          SUPERSEDED SURVEY CONTROL
 QB0216
 QB0216  NGVD 29 (??/??/92)  671.492  (m)         2203.05   (f) ADJ UNCH    2 0
 QB0216
 QB0216.Superseded values are not recommended for survey control.
 QB0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0216.See file dsdata.txt to determine how the superseded data were derived.
 QB0216
 QB0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ152987(NAD 83)
 QB0216_MARKER: DB = BENCH MARK DISK
 QB0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0216_STAMPING: J 150 1935
 QB0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0216+STABILITY: SURFACE MOTION
 QB0216
 QB0216  HISTORY     - Date     Condition        Report By
 QB0216  HISTORY     - 1935     MONUMENTED       CGS
 QB0216
 QB0216                          STATION DESCRIPTION
 QB0216
 QB0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0216'7.9 MI E FROM WEISER.
 QB0216'ABOUT 7.9 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0216'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 0.2 MILE EAST OF
 QB0216'MILEPOST 8, ABOUT 175 YARDS WEST OF THE UNION PACIFIC RAILROAD STATION
 QB0216'AT FARMDALE, ABOUT 80 YARDS WEST OF A SWITCH, 60 FEET SOUTH OF POLE
 QB0216'239, 54 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 QB0216'RAILROAD AND A PRIVATE ROAD, 40 YARDS SOUTH OF THE CENTER LINE OF THE
 QB0216'CRANE CREEK ROAD, 45 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 4
 QB0216'FEET WEST OF A POLE, AND 1.5 FEET NORTHWEST OF THE FENCE.  A STANDARD
 QB0216'DISK, STAMPED J 150 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0231 ***********************************************************************
 RA0231  DESIGNATION -  J 150
 RA0231  PID         -  RA0231
 RA0231  STATE/COUNTY-  ID/IDAHO
 RA0231  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA0231
 RA0231                         *CURRENT SURVEY CONTROL
 RA0231  ___________________________________________________________________
 RA0231* NAD 83(1986)-  45 25 07.     (N)    116 10 14.     (W)     SCALED    
 RA0231* NAVD 88     -       564.431  (meters)    1851.80   (feet)  ADJUSTED  
 RA0231  ___________________________________________________________________
 RA0231  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 RA0231  DYNAMIC HT  -         564.290 (meters)    1851.34  (feet)  COMP
 RA0231  MODELED GRAV-     980,350.9   (mgal)                       NAVD 88
 RA0231
 RA0231  VERT ORDER  -  SECOND    CLASS 0
 RA0231
 RA0231.The horizontal coordinates were scaled from a topographic map and have
 RA0231.an estimated accuracy of +/- 6 seconds.
 RA0231
 RA0231.The orthometric height was determined by differential leveling
 RA0231.and adjusted by the National Geodetic Survey in June 1991..
 RA0231
 RA0231.The geoid height was determined by GEOID03.
 RA0231
 RA0231.The dynamic height is computed by dividing the NAVD 88
 RA0231.geopotential number by the normal gravity value computed on the
 RA0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0231.degrees latitude (g = 980.6199 gals.).
 RA0231
 RA0231.The modeled gravity was interpolated from observed gravity values.
 RA0231
 RA0231;                    North         East    Units  Estimated Accuracy
 RA0231;SPC ID W     -   416,910.      767,090.      MT  (+/- 180 meters Scaled)
 RA0231
 RA0231                          SUPERSEDED SURVEY CONTROL
 RA0231
 RA0231  NGVD 29 (??/??/92)  563.353  (m)         1848.27   (f) ADJ UNCH    2 0
 RA0231
 RA0231.Superseded values are not recommended for survey control.
 RA0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0231.See file dsdata.txt to determine how the superseded data were derived.
 RA0231
 RA0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL648297(NAD 83)
 RA0231_MARKER: DD = SURVEY DISK
 RA0231_SETTING: 80 = SET IN A BOULDER
 RA0231_SP_SET: BOULDER
 RA0231_STAMPING: J 150 1941
 RA0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0231+STABILITY: SURFACE MOTION
 RA0231
 RA0231  HISTORY     - Date     Condition        Report By
 RA0231  HISTORY     - 1941     MONUMENTED       DOD
 RA0231  HISTORY     - 1945     GOOD             NGS
 RA0231  HISTORY     - 19950619 GOOD             USPSQD
 RA0231
 RA0231                          STATION DESCRIPTION
 RA0231
 RA0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0231'9.65 MI E FROM RIGGINS.
 RA0231'ALONG SALMON RIVER ROAD, 9.65 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0231'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), AT HIGH ROCK CUT,
 RA0231'195.3 FEET WEST OF CENTERLINE OF NORTH END OF BRIDGE ACROSS SALMON
 RA0231'RIVER AND LEADING TO RIGGINS HOT SPRINGS, 13.0 FEET SOUTH OF
 RA0231'CENTERLINE OF ROAD, SET IN TOP OF A VERY PROMINENT ROCK POINT
 RA0231'PROJECTING INTO RIVER AND ABOUT 3 FEET ABOVE ROAD.
 RA0231
 RA0231                          STATION RECOVERY (1995)
 RA0231
 RA0231'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0057 ***********************************************************************
 RZ0057  DESIGNATION -  J 151
 RZ0057  PID         -  RZ0057
 RZ0057  STATE/COUNTY-  ID/CLEARWATER
 RZ0057  USGS QUAD   -  ELK RIVER (1994)
 RZ0057
 RZ0057                         *CURRENT SURVEY CONTROL
 RZ0057  ___________________________________________________________________
 RZ0057* NAD 83(1986)-  46 45 58.     (N)    116 14 30.     (W)     SCALED    
 RZ0057* NAVD 88     -       864.084  (meters)    2834.92   (feet)  ADJUSTED  
 RZ0057  ___________________________________________________________________
 RZ0057  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 RZ0057  DYNAMIC HT  -         863.997 (meters)    2834.63  (feet)  COMP
 RZ0057  MODELED GRAV-     980,484.2   (mgal)                       NAVD 88
 RZ0057
 RZ0057  VERT ORDER  -  SECOND    CLASS 0
 RZ0057
 RZ0057.The horizontal coordinates were scaled from a topographic map and have
 RZ0057.an estimated accuracy of +/- 6 seconds.
 RZ0057
 RZ0057.The orthometric height was determined by differential leveling
 RZ0057.and adjusted by the National Geodetic Survey in June 1991..
 RZ0057
 RZ0057.The geoid height was determined by GEOID03.
 RZ0057
 RZ0057.The dynamic height is computed by dividing the NAVD 88
 RZ0057.geopotential number by the normal gravity value computed on the
 RZ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0057.degrees latitude (g = 980.6199 gals.).
 RZ0057
 RZ0057.The modeled gravity was interpolated from observed gravity values.
 RZ0057
 RZ0057;                    North         East    Units  Estimated Accuracy
 RZ0057;SPC ID W     -   566,710.      762,450.      MT  (+/- 180 meters Scaled)
 RZ0057
 RZ0057                          SUPERSEDED SURVEY CONTROL
 RZ0057
 RZ0057  NGVD 29 (??/??/92)  862.964  (m)         2831.24   (f) ADJ UNCH    2 0
 RZ0057
 RZ0057.Superseded values are not recommended for survey control.
 RZ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0057.See file dsdata.txt to determine how the superseded data were derived.
 RZ0057
 RZ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM579794(NAD 83)
 RZ0057_MARKER: DB = BENCH MARK DISK
 RZ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0057_STAMPING: J-151 1935
 RZ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0057+STABILITY: SURFACE MOTION
 RZ0057
 RZ0057  HISTORY     - Date     Condition        Report By
 RZ0057  HISTORY     - 1935     MONUMENTED       CGS
 RZ0057  HISTORY     - 1969     MARK NOT FOUND   NGS
 RZ0057
 RZ0057                          STATION DESCRIPTION
 RZ0057
 RZ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0057'7.0 MI NW FROM ELK RIVER.
 RZ0057'7.0 MILES NORTHWEST OF, ALONG C.M.ST.P. AND P.RY. FROM STATION 4.3
 RZ0057'MILES SOUTHEAST OF NEVA STATION.  SET ON WEST SIDE OF TRACK AT CURVE
 RZ0057'IN RAILROAD AT FOOT OF EAST SLOPE OF HILL OVERLOOKING A MEADOW. ABOUT
 RZ0057'0.3 MILE SOUTH OF RAILROAD CROSSING.  56.8 FEET WEST OF CENTERLINE OF
 RZ0057'RAILROAD.  46.4 FEET NORTHWEST OF NORTH END OF CONCRETE CULVERT UNDER
 RZ0057'RAILROAD.  30.4 FEET WEST OF 6TH TELEPHONE POLE NORTH OF MILE POST NO.
 RZ0057'65 WITH GUY WIRE SUPPORT.  ABOUT 2 FEET BELOW LEVEL OF TRACK. TABLET
 RZ0057'SET IN PRECAST CONCRETE POST.
 RZ0057
 RZ0057                          STATION RECOVERY (1969)
 RZ0057
 RZ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RZ0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0230 ***********************************************************************
 SV0230  DESIGNATION -  J 152
 SV0230  PID         -  SV0230
 SV0230  STATE/COUNTY-  ID/SHOSHONE
 SV0230  USGS QUAD   -  CLARKIA (1995)
 SV0230
 SV0230                         *CURRENT SURVEY CONTROL
 SV0230  ___________________________________________________________________
 SV0230* NAD 83(1986)-  47 00 01.     (N)    116 15 43.     (W)     SCALED    
 SV0230* NAVD 88     -       865.895  (meters)    2840.86   (feet)  ADJUSTED  
 SV0230  ___________________________________________________________________
 SV0230  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 SV0230  DYNAMIC HT  -         865.831 (meters)    2840.65  (feet)  COMP
 SV0230  MODELED GRAV-     980,510.9   (mgal)                       NAVD 88
 SV0230
 SV0230  VERT ORDER  -  SECOND    CLASS 0
 SV0230
 SV0230.The horizontal coordinates were scaled from a topographic map and have
 SV0230.an estimated accuracy of +/- 6 seconds.
 SV0230
 SV0230.The orthometric height was determined by differential leveling
 SV0230.and adjusted by the National Geodetic Survey in June 1991..
 SV0230
 SV0230.The geoid height was determined by GEOID03.
 SV0230
 SV0230.The dynamic height is computed by dividing the NAVD 88
 SV0230.geopotential number by the normal gravity value computed on the
 SV0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0230.degrees latitude (g = 980.6199 gals.).
 SV0230
 SV0230.The modeled gravity was interpolated from observed gravity values.
 SV0230
 SV0230;                    North         East    Units  Estimated Accuracy
 SV0230;SPC ID W     -   592,750.      761,070.      MT  (+/- 180 meters Scaled)
 SV0230
 SV0230                          SUPERSEDED SURVEY CONTROL
 SV0230
 SV0230  NGVD 29 (??/??/92)  864.748  (m)         2837.09   (f) ADJ UNCH    2 0
 SV0230
 SV0230.Superseded values are not recommended for survey control.
 SV0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0230.See file dsdata.txt to determine how the superseded data were derived.
 SV0230
 SV0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN561054(NAD 83)
 SV0230_MARKER: DB = BENCH MARK DISK
 SV0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0230_STAMPING: J-152 1935
 SV0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0230+STABILITY: SURFACE MOTION
 SV0230
 SV0230  HISTORY     - Date     Condition        Report By
 SV0230  HISTORY     - 1935     MONUMENTED       CGS
 SV0230
 SV0230                          STATION DESCRIPTION
 SV0230
 SV0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0230'0.8 MI S FROM CLARKIA.
 SV0230'0.8 MILE SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION ON WEST SIDE
 SV0230'OF TRACK, ABOUT 500 FEET NORTH OF PRIVATE RAILROAD CROSSING. ABOUT 600
 SV0230'FEET NORTH OF RAILROAD SIGN STATION ONE MILE.  ABOUT 150 FEET
 SV0230'NORTHWEST OF MILEPOST NO. 37.  48.3 FEET WEST OF CENTERLINE OF
 SV0230'RAILROAD.  1.5 FT. EAST OF R/W FENCE.  TABLET SET IN PRECAST CONCRETE
 SV0230'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0565 ***********************************************************************
 RZ0565  DESIGNATION -  J 153
 RZ0565  PID         -  RZ0565
 RZ0565  STATE/COUNTY-  ID/LATAH
 RZ0565  USGS QUAD   -  DEARY (1994)
 RZ0565
 RZ0565                         *CURRENT SURVEY CONTROL
 RZ0565  ___________________________________________________________________
 RZ0565* NAD 83(1986)-  46 47 52.     (N)    116 33 32.     (W)     SCALED    
 RZ0565* NAVD 88     -       877.115  (meters)    2877.67   (feet)  ADJUSTED  
 RZ0565  ___________________________________________________________________
 RZ0565  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 RZ0565  DYNAMIC HT  -         877.042 (meters)    2877.43  (feet)  COMP
 RZ0565  MODELED GRAV-     980,501.7   (mgal)                       NAVD 88
 RZ0565
 RZ0565  VERT ORDER  -  SECOND    CLASS 0
 RZ0565
 RZ0565.The horizontal coordinates were scaled from a topographic map and have
 RZ0565.an estimated accuracy of +/- 6 seconds.
 RZ0565
 RZ0565.The orthometric height was determined by differential leveling
 RZ0565.and adjusted by the National Geodetic Survey in June 1991..
 RZ0565
 RZ0565.The geoid height was determined by GEOID03.
 RZ0565
 RZ0565.The dynamic height is computed by dividing the NAVD 88
 RZ0565.geopotential number by the normal gravity value computed on the
 RZ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0565.degrees latitude (g = 980.6199 gals.).
 RZ0565
 RZ0565.The modeled gravity was interpolated from observed gravity values.
 RZ0565
 RZ0565;                    North         East    Units  Estimated Accuracy
 RZ0565;SPC ID W     -   570,430.      738,250.      MT  (+/- 180 meters Scaled)
 RZ0565
 RZ0565                          SUPERSEDED SURVEY CONTROL
 RZ0565
 RZ0565  NGVD 29 (??/??/92)  875.997  (m)         2874.00   (f) ADJ UNCH    2 0
 RZ0565
 RZ0565.Superseded values are not recommended for survey control.
 RZ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0565.See file dsdata.txt to determine how the superseded data were derived.
 RZ0565
 RZ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM336827(NAD 83)
 RZ0565_MARKER: DB = BENCH MARK DISK
 RZ0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0565_SP_SET: BUILDING
 RZ0565_STAMPING: J 153 1935
 RZ0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0565
 RZ0565  HISTORY     - Date     Condition        Report By
 RZ0565  HISTORY     - 1935     MONUMENTED       CGS
 RZ0565  HISTORY     - 1952     GOOD             NGS
 RZ0565
 RZ0565                          STATION DESCRIPTION
 RZ0565
 RZ0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0565'IN DEARY.
 RZ0565'AT DEARY, SET VERTICALLY IN THE NORTH FACE OF THE BRICK DISTRICT 2
 RZ0565'RURAL HIGH SCHOOL BUILDING, 6.5 FEET WEST OF THE CENTER OF THE MAIN
 RZ0565'ENTRANCE, AND ABOUT 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0226 ***********************************************************************
 SV0226  DESIGNATION -  J 154
 SV0226  PID         -  SV0226
 SV0226  STATE/COUNTY-  ID/SHOSHONE
 SV0226  USGS QUAD   -  MARBLE CREEK (1995)
 SV0226
 SV0226                         *CURRENT SURVEY CONTROL
 SV0226  ___________________________________________________________________
 SV0226* NAD 83(1986)-  47 15 06.     (N)    116 02 56.     (W)     SCALED    
 SV0226* NAVD 88     -       699.922  (meters)    2296.33   (feet)  ADJUSTED  
 SV0226  ___________________________________________________________________
 SV0226  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 SV0226  DYNAMIC HT  -         699.891 (meters)    2296.23  (feet)  COMP
 SV0226  MODELED GRAV-     980,546.9   (mgal)                       NAVD 88
 SV0226
 SV0226  VERT ORDER  -  SECOND    CLASS 0
 SV0226
 SV0226.The horizontal coordinates were scaled from a topographic map and have
 SV0226.an estimated accuracy of +/- 6 seconds.
 SV0226
 SV0226.The orthometric height was determined by differential leveling
 SV0226.and adjusted by the National Geodetic Survey in June 1991..
 SV0226
 SV0226.The geoid height was determined by GEOID03.
 SV0226
 SV0226.The dynamic height is computed by dividing the NAVD 88
 SV0226.geopotential number by the normal gravity value computed on the
 SV0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0226.degrees latitude (g = 980.6199 gals.).
 SV0226
 SV0226.The modeled gravity was interpolated from observed gravity values.
 SV0226
 SV0226;                    North         East    Units  Estimated Accuracy
 SV0226;SPC ID W     -   620,610.      777,380.      MT  (+/- 180 meters Scaled)
 SV0226
 SV0226                          SUPERSEDED SURVEY CONTROL
 SV0226
 SV0226  NGVD 29 (??/??/92)  698.79   (m)         2292.6    (f) COMPUTED    2 0
 SV0226
 SV0226.Superseded values are not recommended for survey control.
 SV0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0226.See file dsdata.txt to determine how the superseded data were derived.
 SV0226
 SV0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN719335(NAD 83)
 SV0226_MARKER: DB = BENCH MARK DISK
 SV0226_SETTING: 66 = SET IN ROCK OUTCROP
 SV0226_SP_SET: ROCK LEDGE
 SV0226_STAMPING: J-154 1935
 SV0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0226+STABILITY: POSITION/ELEVATION WELL
 SV0226
 SV0226  HISTORY     - Date     Condition        Report By
 SV0226  HISTORY     - 1935     MONUMENTED       CGS
 SV0226  HISTORY     - 1957     MARK NOT FOUND   USGS
 SV0226
 SV0226                          STATION DESCRIPTION
 SV0226
 SV0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0226'7.9 MI E FROM CALDER.
 SV0226'7.9 MILES EAST OF, ALONG C.M.ST.P. AND P.RY., FROM STATION 0.4 MILE
 SV0226'WEST OF MILE POST 1787.  TABLET SET HORIZONTALLY IN BASE OF OUTCROP OF
 SV0226'LEDGE ROCK.  ABOUT 0.6 MILE WEST OF POCONO STATION.  ABOUT 0.2 MILE
 SV0226'WEST OF RAILWAY SIGNAL STANDS AND SIDE TRACK SWITCH.  ABOUT 100 FEET
 SV0226'WEST OF SMALL DRAW IN SIDE OF MOUNTAIN.  13.3 FEET NORTH OF CENTERLINE
 SV0226'OF RAILROAD.  1 FT. ABOVE LEVEL OF TRACK.
 SV0226
 SV0226                          STATION RECOVERY (1957)
 SV0226
 SV0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SV0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0241 ***********************************************************************
 SV0241  DESIGNATION -  J 155
 SV0241  PID         -  SV0241
 SV0241  STATE/COUNTY-  ID/BENEWAH
 SV0241  USGS QUAD   -  CLARKIA (1995)
 SV0241
 SV0241                         *CURRENT SURVEY CONTROL
 SV0241  ___________________________________________________________________
 SV0241* NAD 83(1986)-  47 05 28.     (N)    116 21 27.     (W)     SCALED    
 SV0241* NAVD 88     -       825.060  (meters)    2706.88   (feet)  ADJUSTED  
 SV0241  ___________________________________________________________________
 SV0241  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 SV0241  DYNAMIC HT  -         825.010 (meters)    2706.72  (feet)  COMP
 SV0241  MODELED GRAV-     980,525.2   (mgal)                       NAVD 88
 SV0241
 SV0241  VERT ORDER  -  SECOND    CLASS 0
 SV0241
 SV0241.The horizontal coordinates were scaled from a topographic map and have
 SV0241.an estimated accuracy of +/- 6 seconds.
 SV0241
 SV0241.The orthometric height was determined by differential leveling
 SV0241.and adjusted by the National Geodetic Survey in June 1991..
 SV0241
 SV0241.The geoid height was determined by GEOID03.
 SV0241
 SV0241.The dynamic height is computed by dividing the NAVD 88
 SV0241.geopotential number by the normal gravity value computed on the
 SV0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0241.degrees latitude (g = 980.6199 gals.).
 SV0241
 SV0241.The modeled gravity was interpolated from observed gravity values.
 SV0241
 SV0241;                    North         East    Units  Estimated Accuracy
 SV0241;SPC ID W     -   602,900.      753,880.      MT  (+/- 180 meters Scaled)
 SV0241
 SV0241                          SUPERSEDED SURVEY CONTROL
 SV0241
 SV0241  NGVD 29 (??/??/92)  823.921  (m)         2703.15   (f) ADJ UNCH    2 0
 SV0241
 SV0241.Superseded values are not recommended for survey control.
 SV0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0241.See file dsdata.txt to determine how the superseded data were derived.
 SV0241
 SV0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN487154(NAD 83)
 SV0241_MARKER: DB = BENCH MARK DISK
 SV0241_SETTING: 0 = UNSPECIFIED SETTING
 SV0241_STAMPING: J-155 1935
 SV0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0241
 SV0241  HISTORY     - Date     Condition        Report By
 SV0241  HISTORY     - 1935     MONUMENTED       CGS
 SV0241
 SV0241                          STATION DESCRIPTION
 SV0241
 SV0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0241'2.2 MI S FROM FERNWOOD.
 SV0241'2.2 MILES SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION 0.7 MILE
 SV0241'SOUTH OF MILE POST 28.  ABOUT 0.2 MILE EAST OF CARPENTER CREEK SIDING
 SV0241'MARKER.  82.5 FEET SOUTH OF SOUTH CORNER OF RAILROAD TRESTLE EE 532.
 SV0241'48.1 FEET WEST OF CENTERLINE OF PRIVATE RAILROAD CROSSING.  44.8 FEET
 SV0241'SOUTHWEST OF CENTERLINE OF CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0241'R.R..  9 FEET NORTHWEST OF NORTHWEST END OF IRON GATE IN R/W FENCE.
 SV0241'2.3 FT. NORTHEAST OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0325 ***********************************************************************
 SV0325  DESIGNATION -  J 156
 SV0325  PID         -  SV0325
 SV0325  STATE/COUNTY-  ID/BENEWAH
 SV0325  USGS QUAD   -  ST MARIES (1995)
 SV0325
 SV0325                         *CURRENT SURVEY CONTROL
 SV0325  ___________________________________________________________________
 SV0325* NAD 83(1986)-  47 18 44.     (N)    116 33 24.     (W)     SCALED    
 SV0325* NAVD 88     -       654.676  (meters)    2147.88   (feet)  ADJUSTED  
 SV0325  ___________________________________________________________________
 SV0325  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 SV0325  DYNAMIC HT  -         654.662 (meters)    2147.84  (feet)  COMP
 SV0325  MODELED GRAV-     980,572.6   (mgal)                       NAVD 88
 SV0325
 SV0325  VERT ORDER  -  SECOND    CLASS 0
 SV0325
 SV0325.The horizontal coordinates were scaled from a topographic map and have
 SV0325.an estimated accuracy of +/- 6 seconds.
 SV0325
 SV0325.The orthometric height was determined by differential leveling
 SV0325.and adjusted by the National Geodetic Survey in June 1991..
 SV0325
 SV0325.The geoid height was determined by GEOID03.
 SV0325
 SV0325.The dynamic height is computed by dividing the NAVD 88
 SV0325.geopotential number by the normal gravity value computed on the
 SV0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0325.degrees latitude (g = 980.6199 gals.).
 SV0325
 SV0325.The modeled gravity was interpolated from observed gravity values.
 SV0325
 SV0325;                    North         East    Units  Estimated Accuracy
 SV0325;SPC ID W     -   627,620.      739,010.      MT  (+/- 180 meters Scaled)
 SV0325
 SV0325                          SUPERSEDED SURVEY CONTROL
 SV0325
 SV0325  NGVD 29 (??/??/92)  653.555  (m)         2144.20   (f) ADJ UNCH    2 0
 SV0325
 SV0325.Superseded values are not recommended for survey control.
 SV0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0325.See file dsdata.txt to determine how the superseded data were derived.
 SV0325
 SV0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN335399(NAD 83)
 SV0325_MARKER: DB = BENCH MARK DISK
 SV0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0325_STAMPING: J-156 1935
 SV0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0325+STABILITY: SURFACE MOTION
 SV0325
 SV0325  HISTORY     - Date     Condition        Report By
 SV0325  HISTORY     - 1935     MONUMENTED       CGS
 SV0325  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0325
 SV0325                          STATION DESCRIPTION
 SV0325
 SV0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0325'0.4 MI S FROM ST MARIES.
 SV0325'0.4 MILE SOUTH OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  MARK SET
 SV0325'IN A VALLEY.  33.3 FEET SOUTHWEST OF CENTERLINE OF RAILROAD.  15 FEET
 SV0325'NORTHEAST OF FOOT OF HILL GOING STRAIGHT UP TO DIRT ROAD.  3.4 FT.
 SV0325'SOUTHWEST OF TELEPHONE POLE.  3 FEET ABOVE LEVEL OF RAILROAD.  TABLET
 SV0325'SET IN PRECAST CONCRETE POST.
 SV0325
 SV0325                          STATION RECOVERY (1976)
 SV0325
 SV0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0325'THIS AREA SEEMS TO BE AT A NEW BRIDGE CONSTRUCTED OVER THE RAILROAD.
 SV0325'NO POLES REMAIN. THE GROUND HAS BEEN DISTRUBED AND DISTANCES NO
 SV0325'LONGER AGREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0536 ***********************************************************************
 SU0536  DESIGNATION -  J 157
 SU0536  PID         -  SU0536
 SU0536  STATE/COUNTY-  ID/SHOSHONE
 SU0536  USGS QUAD   -  MONUMENTAL BUTTES (1995)
 SU0536
 SU0536                         *CURRENT SURVEY CONTROL
 SU0536  ___________________________________________________________________
 SU0536* NAD 83(1986)-  47 00 36.     (N)    115 50 43.     (W)     SCALED    
 SU0536* NAVD 88     -      1865.628  (meters)    6120.81   (feet)  ADJUSTED  
 SU0536  ___________________________________________________________________
 SU0536  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 SU0536  DYNAMIC HT  -        1865.158 (meters)    6119.27  (feet)  COMP
 SU0536  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 SU0536
 SU0536  VERT ORDER  -  SECOND    CLASS 0
 SU0536
 SU0536.The horizontal coordinates were scaled from a topographic map and have
 SU0536.an estimated accuracy of +/- 6 seconds.
 SU0536
 SU0536.The orthometric height was determined by differential leveling
 SU0536.and adjusted by the National Geodetic Survey in June 1991..
 SU0536
 SU0536.The geoid height was determined by GEOID03.
 SU0536
 SU0536.The dynamic height is computed by dividing the NAVD 88
 SU0536.geopotential number by the normal gravity value computed on the
 SU0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0536.degrees latitude (g = 980.6199 gals.).
 SU0536
 SU0536.The modeled gravity was interpolated from observed gravity values.
 SU0536
 SU0536;                    North         East    Units  Estimated Accuracy
 SU0536;SPC ID W     -   593,710.      792,760.      MT  (+/- 180 meters Scaled)
 SU0536
 SU0536                          SUPERSEDED SURVEY CONTROL
 SU0536
 SU0536  NGVD 29 (??/??/92) 1864.350  (m)         6116.62   (f) ADJ UNCH    2 0
 SU0536
 SU0536.Superseded values are not recommended for survey control.
 SU0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0536.See file dsdata.txt to determine how the superseded data were derived.
 SU0536
 SU0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN877069(NAD 83)
 SU0536_MARKER: DB = BENCH MARK DISK
 SU0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0536_STAMPING: J 157 1935
 SU0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0536+STABILITY: SURFACE MOTION
 SU0536
 SU0536  HISTORY     - Date     Condition        Report By
 SU0536  HISTORY     - 1935     MONUMENTED       CGS
 SU0536
 SU0536                          STATION DESCRIPTION
 SU0536
 SU0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0536'25.5 MI S FROM AVERY.
 SU0536'ABOUT 25.5 MILES SOUTH ALONG THE JUG CAMP ROAD FROM THE CHICAGO,
 SU0536'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT AVERY, SHOSHONE
 SU0536'COUNTY, ABOUT 0.4 MILE NORTH OF THE JUNCTION OF THE GOAT MOUNTAIN
 SU0536'LOOKOUT ROAD, 20.4 FEET NORTHEAST OF A 30-INCH SPRUCE TREE BEARING A
 SU0536'TRIANGULAR BLAZE, 19 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 6.9
 SU0536'FEET WEST OF A 24-INCH TREE STUMP.  A STANDARD DISK, STAMPED J 157
 SU0536'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0326 ***********************************************************************
 QA0326  DESIGNATION -  J 158
 QA0326  PID         -  QA0326
 QA0326  STATE/COUNTY-  ID/BOISE
 QA0326  USGS QUAD   -  JACKSON PEAK (1972)
 QA0326
 QA0326                         *CURRENT SURVEY CONTROL
 QA0326  ___________________________________________________________________
 QA0326* NAD 83(1986)-  44 04 43.     (N)    115 29 43.     (W)     SCALED    
 QA0326* NAVD 88     -      1251.802  (meters)    4106.95   (feet)  ADJUSTED  
 QA0326  ___________________________________________________________________
 QA0326  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 QA0326  DYNAMIC HT  -        1251.158 (meters)    4104.84  (feet)  COMP
 QA0326  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 QA0326
 QA0326  VERT ORDER  -  SECOND    CLASS 0
 QA0326
 QA0326.The horizontal coordinates were scaled from a topographic map and have
 QA0326.an estimated accuracy of +/- 6 seconds.
 QA0326
 QA0326.The orthometric height was determined by differential leveling
 QA0326.and adjusted by the National Geodetic Survey in June 1991..
 QA0326
 QA0326.The geoid height was determined by GEOID03.
 QA0326
 QA0326.The dynamic height is computed by dividing the NAVD 88
 QA0326.geopotential number by the normal gravity value computed on the
 QA0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0326.degrees latitude (g = 980.6199 gals.).
 QA0326
 QA0326.The modeled gravity was interpolated from observed gravity values.
 QA0326
 QA0326;                    North         East    Units  Estimated Accuracy
 QA0326;SPC ID W     -   267,960.      820,400.      MT  (+/- 180 meters Scaled)
 QA0326
 QA0326                          SUPERSEDED SURVEY CONTROL
 QA0326
 QA0326  NGVD 29 (??/??/92) 1250.601  (m)         4103.01   (f) ADJ UNCH    2 0
 QA0326
 QA0326.Superseded values are not recommended for survey control.
 QA0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0326.See file dsdata.txt to determine how the superseded data were derived.
 QA0326
 QA0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ204817(NAD 83)
 QA0326_MARKER: DB = BENCH MARK DISK
 QA0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0326_STAMPING: J 158 1935
 QA0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0326+STABILITY: SURFACE MOTION
 QA0326
 QA0326  HISTORY     - Date     Condition        Report By
 QA0326  HISTORY     - 1935     MONUMENTED       CGS
 QA0326  HISTORY     - 1960     GOOD             NGS
 QA0326
 QA0326                          STATION DESCRIPTION
 QA0326
 QA0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0326'7.65 MI E FROM LOWMAN.
 QA0326'7.65 MILES EAST ALONG STATE HIGHWAY 21 FROM THE SOUTH FORK LODGE AT
 QA0326'LOWMAN, 0.6 MILE EAST OF MEADOW CREEK, 0.3 MILE WEST OF A DRIVEWAY
 QA0326'LEADING TO A LOG HOUSE, AT THE APPROXIMATE CENTER OF A LONG TANGENT,
 QA0326'143 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET
 QA0326'SOUTHEAST OF THE CENTER LINE OF A FORMER ALIGNMENT OF THE HIGHWAY, 1.7
 QA0326'FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 QA0326'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 QA0326'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0302 ***********************************************************************
 RA0302  DESIGNATION -  J 159
 RA0302  PID         -  RA0302
 RA0302  STATE/COUNTY-  ID/ADAMS
 RA0302  USGS QUAD   -  HOMESTEAD (1990)
 RA0302
 RA0302                         *CURRENT SURVEY CONTROL
 RA0302  ___________________________________________________________________
 RA0302* NAD 83(1986)-  45 06 39.     (N)    116 45 35.     (W)     SCALED    
 RA0302* NAVD 88     -       493.013  (meters)    1617.49   (feet)  ADJUSTED  
 RA0302  ___________________________________________________________________
 RA0302  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 RA0302  DYNAMIC HT  -         492.888 (meters)    1617.08  (feet)  COMP
 RA0302  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 RA0302
 RA0302  VERT ORDER  -  SECOND    CLASS 0
 RA0302
 RA0302.The horizontal coordinates were scaled from a topographic map and have
 RA0302.an estimated accuracy of +/- 6 seconds.
 RA0302
 RA0302.The orthometric height was determined by differential leveling
 RA0302.and adjusted by the National Geodetic Survey in June 1991..
 RA0302
 RA0302.The geoid height was determined by GEOID03.
 RA0302
 RA0302.The dynamic height is computed by dividing the NAVD 88
 RA0302.geopotential number by the normal gravity value computed on the
 RA0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0302.degrees latitude (g = 980.6199 gals.).
 RA0302
 RA0302.The modeled gravity was interpolated from observed gravity values.
 RA0302
 RA0302;                    North         East    Units  Estimated Accuracy
 RA0302;SPC ID W     -   383,120.      720,550.      MT  (+/- 180 meters Scaled)
 RA0302
 RA0302                          SUPERSEDED SURVEY CONTROL
 RA0302
 RA0302  NGVD 29 (??/??/92)  491.967  (m)         1614.06   (f) ADJ UNCH    2 0
 RA0302
 RA0302.Superseded values are not recommended for survey control.
 RA0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0302.See file dsdata.txt to determine how the superseded data were derived.
 RA0302
 RA0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK189952(NAD 83)
 RA0302_MARKER: DD = SURVEY DISK
 RA0302_SETTING: 66 = SET IN ROCK OUTCROP
 RA0302_SP_SET: ROCK OUTCROP
 RA0302_STAMPING: J 159 1941
 RA0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0302+STABILITY: POSITION/ELEVATION WELL
 RA0302
 RA0302  HISTORY     - Date     Condition        Report By
 RA0302  HISTORY     - 1941     MONUMENTED       DOD
 RA0302  HISTORY     - 1946     GOOD             NGS
 RA0302
 RA0302                          STATION DESCRIPTION
 RA0302
 RA0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0302'7.7 MI NE FROM HOMESTEAD, OR.
 RA0302'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0302'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0302'LEDGE MINE ROAD, THENCE 5.5 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0302'ROAD, BENCH MARK IS ON A HUGE ROCK OUTCROP AT THE NORTHEAST END OF A
 RA0302'BAR AND BETWEEN THE ROAD AND THE SNAKE RIVER, 265.0 FEET SOUTHWEST OF
 RA0302'AND ACROSS THE ROAD FROM THE SOUTHWEST END OF A HIGH ROCK CLIFF, 85.0
 RA0302'FEET NORTHWEST OF CENTER OF THE ROAD, 27.0 FEET NORTHEAST OF THE
 RA0302'SOUTHWEST EDGE OF AND 14.5 FEET NORTHWEST OF THE HIGHWEST POINT OF THE
 RA0302'OUTCROP, U.S. ARMY ENGINEERS BRONZE DISK SET IN TOP OF AND 3.0 FEET
 RA0302'SOUTHEAST OF THE NORTHWEST EDGE OF A HUGE ROCK OUTCROP, ABOUT THE SAME
 RA0302'ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0148 ***********************************************************************
 OH0148  DESIGNATION -  J 159
 OH0148  PID         -  OH0148
 OH0148  STATE/COUNTY-  ID/ADA
 OH0148  USGS QUAD   -  PEARL (1985)
 OH0148
 OH0148                         *CURRENT SURVEY CONTROL
 OH0148  ___________________________________________________________________
 OH0148* NAD 83(1986)-  43 46 49.     (N)    116 15 47.     (W)     SCALED    
 OH0148* NAVD 88     -       997.254  (meters)    3271.82   (feet)  ADJUSTED  
 OH0148  ___________________________________________________________________
 OH0148  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 OH0148  DYNAMIC HT  -         996.854 (meters)    3270.51  (feet)  COMP
 OH0148  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 OH0148
 OH0148  VERT ORDER  -  SECOND    CLASS 0
 OH0148
 OH0148.The horizontal coordinates were scaled from a topographic map and have
 OH0148.an estimated accuracy of +/- 6 seconds.
 OH0148
 OH0148.The orthometric height was determined by differential leveling
 OH0148.and adjusted by the National Geodetic Survey in June 1991..
 OH0148
 OH0148.The geoid height was determined by GEOID03.
 OH0148
 OH0148.The dynamic height is computed by dividing the NAVD 88
 OH0148.geopotential number by the normal gravity value computed on the
 OH0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0148.degrees latitude (g = 980.6199 gals.).
 OH0148
 OH0148.The modeled gravity was interpolated from observed gravity values.
 OH0148
 OH0148;                    North         East    Units  Estimated Accuracy
 OH0148;SPC ID W     -   234,910.      758,700.      MT  (+/- 180 meters Scaled)
 OH0148
 OH0148                          SUPERSEDED SURVEY CONTROL
 OH0148
 OH0148  NGVD 29 (??/??/92)  996.267  (m)         3268.59   (f) ADJ UNCH    2 0
 OH0148
 OH0148.Superseded values are not recommended for survey control.
 OH0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0148.See file dsdata.txt to determine how the superseded data were derived.
 OH0148
 OH0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ593477(NAD 83)
 OH0148_MARKER: DB = BENCH MARK DISK
 OH0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0148_STAMPING: J 159 1935
 OH0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0148+STABILITY: SURFACE MOTION
 OH0148
 OH0148  HISTORY     - Date     Condition        Report By
 OH0148  HISTORY     - 1935     MONUMENTED       CGS
 OH0148  HISTORY     - 1962     GOOD             NGS
 OH0148
 OH0148                          STATION DESCRIPTION
 OH0148
 OH0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0148'12.6 MI S FROM HORSE SHOE BEND.
 OH0148'REACHED FROM THE POST OFFICE AT HORSE SHOE BEND, GO SOUTH ON STATE
 OH0148'HIGHWAY 15 FOR ABOUT 12.6 MILES, THIS IS 0.8 MILE SOUTH OF THE
 OH0148'BOISE-ADA COUNTY LINE, 15.7 MILES NORTHWEST OF THE POST OFFICE AT
 OH0148'BOISE, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 2 FEET
 OH0148'HIGHER, 14 FEET NORTH OF THE NORTH GATE POST FOR A GATE GOING INTO A
 OH0148'HAY FIELD, THERE IS ALSO A GATE ON THE WEST SIDE OF THE HIGHWAY, 1
 OH0148'FOOT WEST OF A FENCE, AND 0.5 FOOT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0004 ***********************************************************************
 QA0004  DESIGNATION -  J 16
 QA0004  PID         -  QA0004
 QA0004  STATE/COUNTY-  ID/CUSTER
 QA0004  USGS QUAD   -  CHALLIS (1989)
 QA0004
 QA0004                         *CURRENT SURVEY CONTROL
 QA0004  ___________________________________________________________________
 QA0004* NAD 83(1986)-  44 31 23.     (N)    114 12 38.     (W)     SCALED    
 QA0004* NAVD 88     -      1525.511  (meters)    5004.95   (feet)  ADJUSTED  
 QA0004  ___________________________________________________________________
 QA0004  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 QA0004  DYNAMIC HT  -        1524.728 (meters)    5002.38  (feet)  COMP
 QA0004  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 QA0004
 QA0004  VERT ORDER  -  FIRST     CLASS II
 QA0004
 QA0004.The horizontal coordinates were scaled from a topographic map and have
 QA0004.an estimated accuracy of +/- 6 seconds.
 QA0004
 QA0004.The orthometric height was determined by differential leveling
 QA0004.and adjusted by the National Geodetic Survey in June 1991..
 QA0004
 QA0004.The geoid height was determined by GEOID03.
 QA0004
 QA0004.The dynamic height is computed by dividing the NAVD 88
 QA0004.geopotential number by the normal gravity value computed on the
 QA0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0004.degrees latitude (g = 980.6199 gals.).
 QA0004
 QA0004.The modeled gravity was interpolated from observed gravity values.
 QA0004
 QA0004;                    North         East    Units  Estimated Accuracy
 QA0004;SPC ID C     -   317,330.      483,260.      MT  (+/- 180 meters Scaled)
 QA0004
 QA0004                          SUPERSEDED SURVEY CONTROL
 QA0004
 QA0004  NGVD 29 (??/??/92) 1524.286  (m)         5000.93   (f) ADJ UNCH    1 2
 QA0004
 QA0004.Superseded values are not recommended for survey control.
 QA0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0004.See file dsdata.txt to determine how the superseded data were derived.
 QA0004
 QA0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK216337(NAD 83)
 QA0004_MARKER: DB = BENCH MARK DISK
 QA0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0004_STAMPING: J 16 1933
 QA0004_MARK LOGO: CGS   
 QA0004_MAGNETIC: N = NO MAGNETIC MATERIAL
 QA0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0004+STABILITY: SURFACE MOTION
 QA0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QA0004+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1995
 QA0004
 QA0004  HISTORY     - Date     Condition        Report By
 QA0004  HISTORY     - 1933     MONUMENTED       CGS
 QA0004  HISTORY     - 1977     GOOD             NGS
 QA0004  HISTORY     - 19950618 GOOD             NGS
 QA0004
 QA0004                          STATION DESCRIPTION
 QA0004
 QA0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 QA0004'2 MI NE FROM CHALLIS.
 QA0004'REACHED FROM THE CHALLIS POST OFFICE BY GOING EAST ON MAIN STREET FOR
 QA0004'0.5 MILE TO U. S. HIGHWAY 93, TURN LEFT, AND GO NORTHEAST ON U. S.
 QA0004'HIGHWAY 93 FOR 1.4 MILES TO THE MARK ON THE LEFT, 150 FEET SOUTH OF AN
 QA0004'IRRIGATION CANAL THAT PASSES UNDER THE HIGHWAY, 95 FEET SOUTH OF A
 QA0004'FENCE CORNER 88 FEET WEST, AND ACROSS THE HIGHWAY FROM MILEPOST NO.
 QA0004'248 48 FEET WEST OF THE CENTER OF U. S. HIGHWAY 93, AND 4.5 FEET EAST
 QA0004'THE RIGHT-OF-WAY FENCE LINE, SET IN A 10-INCH SQUARE CONCRETE POST
 QA0004'THAT PROJECTS 6 INCHES.
 QA0004
 QA0004                          STATION RECOVERY (1995)
 QA0004
 QA0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 QA0004'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0728 ***********************************************************************
 OZ0728  DESIGNATION -  J 161
 OZ0728  PID         -  OZ0728
 OZ0728  STATE/COUNTY-  ID/BOISE
 OZ0728  USGS QUAD   -  ARROWROCK RESERVOIR (1969)
 OZ0728
 OZ0728                         *CURRENT SURVEY CONTROL
 OZ0728  ___________________________________________________________________
 OZ0728* NAD 83(1986)-  43 38 20.     (N)    115 49 43.     (W)     SCALED    
 OZ0728* NAVD 88     -      1037.653  (meters)    3404.37   (feet)  ADJUSTED  
 OZ0728  ___________________________________________________________________
 OZ0728  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 OZ0728  DYNAMIC HT  -        1037.135 (meters)    3402.67  (feet)  COMP
 OZ0728  MODELED GRAV-     980,087.2   (mgal)                       NAVD 88
 OZ0728
 OZ0728  VERT ORDER  -  SECOND    CLASS 0
 OZ0728
 OZ0728.The horizontal coordinates were scaled from a topographic map and have
 OZ0728.an estimated accuracy of +/- 6 seconds.
 OZ0728
 OZ0728.The orthometric height was determined by differential leveling
 OZ0728.and adjusted by the National Geodetic Survey in June 1991..
 OZ0728
 OZ0728.The geoid height was determined by GEOID03.
 OZ0728
 OZ0728.The dynamic height is computed by dividing the NAVD 88
 OZ0728.geopotential number by the normal gravity value computed on the
 OZ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0728.degrees latitude (g = 980.6199 gals.).
 OZ0728
 OZ0728.The modeled gravity was interpolated from observed gravity values.
 OZ0728
 OZ0728;                    North         East    Units  Estimated Accuracy
 OZ0728;SPC ID W     -   219,080.      793,660.      MT  (+/- 180 meters Scaled)
 OZ0728
 OZ0728                          SUPERSEDED SURVEY CONTROL
 OZ0728
 OZ0728  NGVD 29 (??/??/92) 1036.561  (m)         3400.78   (f) ADJ UNCH    2 0
 OZ0728
 OZ0728.Superseded values are not recommended for survey control.
 OZ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0728.See file dsdata.txt to determine how the superseded data were derived.
 OZ0728
 OZ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ944324(NAD 83)
 OZ0728_MARKER: DB = BENCH MARK DISK
 OZ0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0728_STAMPING: J 161 1935
 OZ0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0728+STABILITY: SURFACE MOTION
 OZ0728
 OZ0728  HISTORY     - Date     Condition        Report By
 OZ0728  HISTORY     - 1935     MONUMENTED       CGS
 OZ0728
 OZ0728                          STATION DESCRIPTION
 OZ0728
 OZ0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0728'IN COTTONWOOD RANGER STATION.
 OZ0728'AT COTTONWOOD RANGER STATION, BOISE COUNTY, ABOUT 200 YARDS NORTHEAST
 OZ0728'OF THE STATION, ABOUT 105 FEET SOUTHEAST OF A CULVERT, ABOUT 60 FEET
 OZ0728'SOUTHWEST OF THE SOUTH CORNER OF THE FOREST SERVICE GARAGE AND
 OZ0728'MACHINE-SHOP, 30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND
 OZ0728'3.8 FEET SOUTHWEST OF THE SOUTH CORNER OF THE FENCE.  A STANDARD DISK,
 OZ0728'STAMPED J 161 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0709 ***********************************************************************
 OZ0709  DESIGNATION -  J 162
 OZ0709  PID         -  OZ0709
 OZ0709  STATE/COUNTY-  ID/ELMORE
 OZ0709  USGS QUAD   -  LONG GULCH (1964)
 OZ0709
 OZ0709                         *CURRENT SURVEY CONTROL
 OZ0709  ___________________________________________________________________
 OZ0709* NAD 83(1986)-  43 33 23.     (N)    115 39 55.     (W)     SCALED    
 OZ0709* NAVD 88     -      1262.858  (meters)    4143.23   (feet)  ADJUSTED  
 OZ0709  ___________________________________________________________________
 OZ0709  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 OZ0709  DYNAMIC HT  -        1262.235 (meters)    4141.18  (feet)  COMP
 OZ0709  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 OZ0709
 OZ0709  VERT ORDER  -  SECOND    CLASS 0
 OZ0709
 OZ0709.The horizontal coordinates were scaled from a topographic map and have
 OZ0709.an estimated accuracy of +/- 6 seconds.
 OZ0709
 OZ0709.The orthometric height was determined by differential leveling
 OZ0709.and adjusted by the National Geodetic Survey in June 1991..
 OZ0709
 OZ0709.The geoid height was determined by GEOID03.
 OZ0709
 OZ0709.The dynamic height is computed by dividing the NAVD 88
 OZ0709.geopotential number by the normal gravity value computed on the
 OZ0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0709.degrees latitude (g = 980.6199 gals.).
 OZ0709
 OZ0709.The modeled gravity was interpolated from observed gravity values.
 OZ0709
 OZ0709;                    North         East    Units  Estimated Accuracy
 OZ0709;SPC ID W     -   209,910.      806,850.      MT  (+/- 180 meters Scaled)
 OZ0709
 OZ0709                          SUPERSEDED SURVEY CONTROL
 OZ0709
 OZ0709  NGVD 29 (??/??/92) 1261.802  (m)         4139.76   (f) ADJ UNCH    2 0
 OZ0709
 OZ0709.Superseded values are not recommended for survey control.
 OZ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0709.See file dsdata.txt to determine how the superseded data were derived.
 OZ0709
 OZ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ078234(NAD 83)
 OZ0709_MARKER: DB = BENCH MARK DISK
 OZ0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0709_STAMPING: J 162 1935
 OZ0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0709+STABILITY: SURFACE MOTION
 OZ0709
 OZ0709  HISTORY     - Date     Condition        Report By
 OZ0709  HISTORY     - 1935     MONUMENTED       CGS
 OZ0709
 OZ0709                          STATION DESCRIPTION
 OZ0709
 OZ0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0709'IN LONG GULCH RANGER STATION.
 OZ0709'AT LONG GULCH RANGER STATION, (BOISE NATIONAL FOREST) ELMORE COUNTY,
 OZ0709'ABOUT 55 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 42
 OZ0709'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 3.8 FEET NORTH OF THE
 OZ0709'NORTHWEST CORNER OF THE YARD FENCE.  A STANDARD DISK, STAMPED J 162
 OZ0709'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0476 ***********************************************************************
 OZ0476  DESIGNATION -  J 163
 OZ0476  PID         -  OZ0476
 OZ0476  STATE/COUNTY-  ID/ELMORE
 OZ0476  USGS QUAD   -  HOUSE MOUNTAIN (1973)
 OZ0476
 OZ0476                         *CURRENT SURVEY CONTROL
 OZ0476  ___________________________________________________________________
 OZ0476* NAD 83(1986)-  43 28 35.     (N)    115 23 24.     (W)     SCALED    
 OZ0476* NAVD 88     -      1528.698  (meters)    5015.40   (feet)  ADJUSTED  
 OZ0476  ___________________________________________________________________
 OZ0476  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 OZ0476  DYNAMIC HT  -        1527.793 (meters)    5012.43  (feet)  COMP
 OZ0476  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 OZ0476
 OZ0476  VERT ORDER  -  SECOND    CLASS 0
 OZ0476
 OZ0476.The horizontal coordinates were scaled from a topographic map and have
 OZ0476.an estimated accuracy of +/- 6 seconds.
 OZ0476
 OZ0476.The orthometric height was determined by differential leveling
 OZ0476.and adjusted by the National Geodetic Survey in June 1991..
 OZ0476
 OZ0476.The geoid height was determined by GEOID03.
 OZ0476
 OZ0476.The dynamic height is computed by dividing the NAVD 88
 OZ0476.geopotential number by the normal gravity value computed on the
 OZ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0476.degrees latitude (g = 980.6199 gals.).
 OZ0476
 OZ0476.The modeled gravity was interpolated from observed gravity values.
 OZ0476
 OZ0476;                    North         East    Units  Estimated Accuracy
 OZ0476;SPC ID W     -   201,080.      829,130.      MT  (+/- 180 meters Scaled)
 OZ0476
 OZ0476                          SUPERSEDED SURVEY CONTROL
 OZ0476
 OZ0476  NGVD 29 (??/??/92) 1527.546  (m)         5011.62   (f) ADJ UNCH    2 0
 OZ0476
 OZ0476.Superseded values are not recommended for survey control.
 OZ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0476.See file dsdata.txt to determine how the superseded data were derived.
 OZ0476
 OZ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ302149(NAD 83)
 OZ0476_MARKER: DB = BENCH MARK DISK
 OZ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0476_STAMPING: J 163 1935
 OZ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0476+STABILITY: SURFACE MOTION
 OZ0476
 OZ0476  HISTORY     - Date     Condition        Report By
 OZ0476  HISTORY     - 1935     MONUMENTED       CGS
 OZ0476  HISTORY     - 1973     GOOD             USGS
 OZ0476
 OZ0476                          STATION DESCRIPTION
 OZ0476
 OZ0476'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0476'4.4 MI NW FROM LESTER CREEK GUARD STATION.
 OZ0476'4.4 MILES NORTHWEST ALONG THE ICE SPRINGS ROAD FROM LESTER CREEK GUARD
 OZ0476'STATION, 0.6 MILES SOUTHEAST OF ICE SPRINGS, AT THE TOP OF A SMALL
 OZ0476'KNOLL, 36 FEET WEST OF THE ROAD AND IN THE TOP OF A CONCRETE POST.
 OZ0476'NOTE-- AREA IS GROWN OVER WITH THICK BRUSH SO A SMALL CAIRN OF ROCK
 OZ0476'WAS PLACED AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0560 ***********************************************************************
 NU0560  DESIGNATION -  J 164
 NU0560  PID         -  NU0560
 NU0560  STATE/COUNTY-  ID/POWER
 NU0560  USGS QUAD   -  AMERICAN FALLS SW (1971)
 NU0560
 NU0560                         *CURRENT SURVEY CONTROL
 NU0560  ___________________________________________________________________
 NU0560* NAD 83(1986)-  42 45 50.     (N)    112 54 18.     (W)     SCALED    
 NU0560* NAVD 88     -      1339.996  (meters)    4396.30   (feet)  ADJUSTED  
 NU0560  ___________________________________________________________________
 NU0560  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 NU0560  DYNAMIC HT  -        1339.237 (meters)    4393.81  (feet)  COMP
 NU0560  MODELED GRAV-     980,007.9   (mgal)                       NAVD 88
 NU0560
 NU0560  VERT ORDER  -  FIRST     CLASS II
 NU0560
 NU0560.The horizontal coordinates were scaled from a topographic map and have
 NU0560.an estimated accuracy of +/- 6 seconds.
 NU0560
 NU0560.The orthometric height was determined by differential leveling
 NU0560.and adjusted by the National Geodetic Survey in June 1991..
 NU0560
 NU0560.The geoid height was determined by GEOID03.
 NU0560
 NU0560.The dynamic height is computed by dividing the NAVD 88
 NU0560.geopotential number by the normal gravity value computed on the
 NU0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0560.degrees latitude (g = 980.6199 gals.).
 NU0560
 NU0560.The modeled gravity was interpolated from observed gravity values.
 NU0560
 NU0560;                    North         East    Units  Estimated Accuracy
 NU0560;SPC ID E     -   122,140.      139,570.      MT  (+/- 180 meters Scaled)
 NU0560
 NU0560                          SUPERSEDED SURVEY CONTROL
 NU0560
 NU0560  NGVD 29 (??/??/92) 1338.983  (m)         4392.98   (f) ADJ UNCH    1 2
 NU0560
 NU0560.Superseded values are not recommended for survey control.
 NU0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0560.See file dsdata.txt to determine how the superseded data were derived.
 NU0560
 NU0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN441363(NAD 83)
 NU0560_MARKER: DB = BENCH MARK DISK
 NU0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0560_STAMPING: J 164 1941
 NU0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0560+STABILITY: SURFACE MOTION
 NU0560
 NU0560  HISTORY     - Date     Condition        Report By
 NU0560  HISTORY     - 1941     MONUMENTED       CGS
 NU0560  HISTORY     - 1949     GOOD             NGS
 NU0560  HISTORY     - 1967     GOOD             NGS
 NU0560
 NU0560                          STATION DESCRIPTION
 NU0560
 NU0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NU0560'3.2 MI W FROM AMERICAN FALLS.
 NU0560'3.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0560'AMERICAN FALLS, POWER COUNTY, 300 FEET WEST OF SEMAPHORE 2418, AT A
 NU0560'ROAD CROSSING, 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 100 FEET
 NU0560'SOUTH OF THE TRACK, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD
 NU0560'DISK, STAMPED J 164 1941 AND SET IN THE TOP OF A CONCRETE POST.
 NU0560
 NU0560                          STATION RECOVERY (1967)
 NU0560
 NU0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0795 ***********************************************************************
 NU0795  DESIGNATION -  J 165
 NU0795  PID         -  NU0795
 NU0795  STATE/COUNTY-  ID/BLAINE
 NU0795  USGS QUAD   -  LAKE WALCOTT WEST (1984)
 NU0795
 NU0795                         *CURRENT SURVEY CONTROL
 NU0795  ___________________________________________________________________
 NU0795* NAD 83(1986)-  42 44 10.     (N)    113 24 18.     (W)     SCALED    
 NU0795* NAVD 88     -      1317.722  (meters)    4323.23   (feet)  ADJUSTED  
 NU0795  ___________________________________________________________________
 NU0795  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 NU0795  DYNAMIC HT  -        1316.981 (meters)    4320.80  (feet)  COMP
 NU0795  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 NU0795
 NU0795  VERT ORDER  -  FIRST     CLASS II
 NU0795
 NU0795.The horizontal coordinates were scaled from a topographic map and have
 NU0795.an estimated accuracy of +/- 6 seconds.
 NU0795
 NU0795.The orthometric height was determined by differential leveling
 NU0795.and adjusted by the National Geodetic Survey in June 1991..
 NU0795
 NU0795.The geoid height was determined by GEOID03.
 NU0795
 NU0795.The dynamic height is computed by dividing the NAVD 88
 NU0795.geopotential number by the normal gravity value computed on the
 NU0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0795.degrees latitude (g = 980.6199 gals.).
 NU0795
 NU0795.The modeled gravity was interpolated from observed gravity values.
 NU0795
 NU0795;                    North         East    Units  Estimated Accuracy
 NU0795;SPC ID C     -   118,960.      548,720.      MT  (+/- 180 meters Scaled)
 NU0795
 NU0795                          SUPERSEDED SURVEY CONTROL
 NU0795
 NU0795  NGVD 29 (??/??/92) 1316.741  (m)         4320.01   (f) ADJ UNCH    1 2
 NU0795
 NU0795.Superseded values are not recommended for survey control.
 NU0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0795.See file dsdata.txt to determine how the superseded data were derived.
 NU0795
 NU0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN031343(NAD 83)
 NU0795_MARKER: DB = BENCH MARK DISK
 NU0795_SETTING: 66 = SET IN ROCK OUTCROP
 NU0795_SP_SET: LAVA OUTCROP
 NU0795_STAMPING: J 165 1941
 NU0795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0795+STABILITY: POSITION/ELEVATION WELL
 NU0795
 NU0795  HISTORY     - Date     Condition        Report By
 NU0795  HISTORY     - 1957     MONUMENTED       CGS
 NU0795  HISTORY     - 1957     GOOD             USGS
 NU0795
 NU0795                          STATION DESCRIPTION
 NU0795
 NU0795'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0795'4.5 MI E FROM MINIDOKA.
 NU0795'IN BLAINE COUNTY, 4.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 NU0795'THE STATION AT MINIDOKA, MINIDOKA COUNTY, 1-1/2 POLES WEST OF MILEPOST
 NU0795'268, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A
 NU0795'LAVA OUTCROP.  A STANDARD DISK, STAMPED J 165 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0186 ***********************************************************************
 SV0186  DESIGNATION -  J 167
 SV0186  PID         -  SV0186
 SV0186  STATE/COUNTY-  ID/SHOSHONE
 SV0186  USGS QUAD   -  KELLOGG EAST (1996)
 SV0186
 SV0186                         *CURRENT SURVEY CONTROL
 SV0186  ___________________________________________________________________
 SV0186* NAD 83(1986)-  47 31 51.     (N)    116 04 31.     (W)     SCALED    
 SV0186* NAVD 88     -       721.093  (meters)    2365.79   (feet)  ADJUSTED  
 SV0186  ___________________________________________________________________
 SV0186  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SV0186  DYNAMIC HT  -         721.084 (meters)    2365.76  (feet)  COMP
 SV0186  MODELED GRAV-     980,576.5   (mgal)                       NAVD 88
 SV0186
 SV0186  VERT ORDER  -  SECOND    CLASS 0
 SV0186
 SV0186.The horizontal coordinates were scaled from a topographic map and have
 SV0186.an estimated accuracy of +/- 6 seconds.
 SV0186
 SV0186.The orthometric height was determined by differential leveling
 SV0186.and adjusted by the National Geodetic Survey in June 1991..
 SV0186
 SV0186.The geoid height was determined by GEOID03.
 SV0186
 SV0186.The dynamic height is computed by dividing the NAVD 88
 SV0186.geopotential number by the normal gravity value computed on the
 SV0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0186.degrees latitude (g = 980.6199 gals.).
 SV0186
 SV0186.The modeled gravity was interpolated from observed gravity values.
 SV0186
 SV0186;                    North         East    Units  Estimated Accuracy
 SV0186;SPC ID W     -   651,660.      775,510.      MT  (+/- 180 meters Scaled)
 SV0186
 SV0186                          SUPERSEDED SURVEY CONTROL
 SV0186
 SV0186  NGVD 29 (??/??/92)  719.978  (m)         2362.13   (f) ADJ UNCH    2 0
 SV0186
 SV0186.Superseded values are not recommended for survey control.
 SV0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0186.See file dsdata.txt to determine how the superseded data were derived.
 SV0186
 SV0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN696645(NAD 83)
 SV0186_MARKER: DB = BENCH MARK DISK
 SV0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0186_STAMPING: J 167 1935
 SV0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0186+STABILITY: SURFACE MOTION
 SV0186
 SV0186  HISTORY     - Date     Condition        Report By
 SV0186  HISTORY     - 1935     MONUMENTED       CGS
 SV0186  HISTORY     - 1956     MARK NOT FOUND   NGS
 SV0186
 SV0186                          STATION DESCRIPTION
 SV0186
 SV0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SV0186'2.2 MI E FROM KELLOGG.
 SV0186'2.2 MILES EAST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND NAVIGATION
 SV0186'CO. RAILROAD FROM THE STATION AT KELLOGG, SHOSHONE COUNTY, 0.4 MILE
 SV0186'EAST OF MILEPOST 71, 0.1 MILE NORTH OF A LARGE LOG CABIN, 78.2 FEET
 SV0186'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 16.5 FEET SOUTHEAST OF THE
 SV0186'CENTERLINE OF A DIRT ROAD, 6.5 FEET NORTHWEST OF A BOARD FENCE, 5 FEET
 SV0186'NORTH OF THE STUMP OF A BURNT 20-INCH TREE, AND 1.9 FEET NORTHWEST OF
 SV0186'A POWER POLE.  A STANDARD DISK, STAMPED J 167 1935 AND SET IN THE TOP
 SV0186'OF A CONCRETE POST.  NOTE-- BRUSH HAS BEEN CLEARED IN THIS AREA AND
 SV0186'THE MARK MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1130 ***********************************************************************
 NU1130  DESIGNATION -  J 168
 NU1130  PID         -  NU1130
 NU1130  STATE/COUNTY-  ID/LINCOLN
 NU1130  USGS QUAD   -  KIMAMA (1972)
 NU1130
 NU1130                         *CURRENT SURVEY CONTROL
 NU1130  ___________________________________________________________________
 NU1130* NAD 83(1986)-  42 50 21.     (N)    113 47 52.     (W)     SCALED    
 NU1130* NAVD 88     -      1302.113  (meters)    4272.02   (feet)  ADJUSTED  
 NU1130  ___________________________________________________________________
 NU1130  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 NU1130  DYNAMIC HT  -        1301.415 (meters)    4269.73  (feet)  COMP
 NU1130  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 NU1130
 NU1130  VERT ORDER  -  FIRST     CLASS II
 NU1130
 NU1130.The horizontal coordinates were scaled from a topographic map and have
 NU1130.an estimated accuracy of +/- 6 seconds.
 NU1130
 NU1130.The orthometric height was determined by differential leveling
 NU1130.and adjusted by the National Geodetic Survey in June 1991..
 NU1130
 NU1130.The geoid height was determined by GEOID03.
 NU1130
 NU1130.The dynamic height is computed by dividing the NAVD 88
 NU1130.geopotential number by the normal gravity value computed on the
 NU1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1130.degrees latitude (g = 980.6199 gals.).
 NU1130
 NU1130.The modeled gravity was interpolated from observed gravity values.
 NU1130
 NU1130;                    North         East    Units  Estimated Accuracy
 NU1130;SPC ID C     -   130,250.      516,530.      MT  (+/- 180 meters Scaled)
 NU1130
 NU1130                          SUPERSEDED SURVEY CONTROL
 NU1130
 NU1130  NGVD 29 (??/??/92) 1301.177  (m)         4268.94   (f) ADJ UNCH    1 2
 NU1130
 NU1130.Superseded values are not recommended for survey control.
 NU1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1130.See file dsdata.txt to determine how the superseded data were derived.
 NU1130
 NU1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN713467(NAD 83)
 NU1130_MARKER: DB = BENCH MARK DISK
 NU1130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU1130_SP_SET: CULVERT
 NU1130_STAMPING: J 168 1941
 NU1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1130
 NU1130  HISTORY     - Date     Condition        Report By
 NU1130  HISTORY     - 1941     MONUMENTED       CGS
 NU1130  HISTORY     - 1949     GOOD             NGS
 NU1130
 NU1130                          STATION DESCRIPTION
 NU1130
 NU1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NU1130'17.2 MI W FROM MINIDOKA.
 NU1130'IN LINCOLN COUNTY, 17.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD
 NU1130'FROM THE STATION AT MINIDOKA, MINIDOKA COUNTY, 6 POLES NORTHWEST OF
 NU1130'THE STATION AT KIMAMA, 36 FEET NORTHWEST OF A WATER COLUMN, AT CULVERT
 NU1130'289.40, IN THE TOP OF THE SOUTHWEST CONCRETE HEADWALL, AND 24 FEET
 NU1130'SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST TRACK.  A STANDARD DISK,
 NU1130'STAMPED J 168 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0484 ***********************************************************************
 OZ0484  DESIGNATION -  J 169
 OZ0484  PID         -  OZ0484
 OZ0484  STATE/COUNTY-  ID/ELMORE
 OZ0484  USGS QUAD   -  ANDERSON RANCH DAM (1973)
 OZ0484
 OZ0484                         *CURRENT SURVEY CONTROL
 OZ0484  ___________________________________________________________________
 OZ0484* NAD 83(1986)-  43 16 47.     (N)    115 29 44.     (W)     SCALED    
 OZ0484* NAVD 88     -      1491.373  (meters)    4892.95   (feet)  ADJUSTED  
 OZ0484  ___________________________________________________________________
 OZ0484  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 OZ0484  DYNAMIC HT  -        1490.580 (meters)    4890.34  (feet)  COMP
 OZ0484  MODELED GRAV-     980,035.1   (mgal)                       NAVD 88
 OZ0484
 OZ0484  VERT ORDER  -  SECOND    CLASS 0
 OZ0484
 OZ0484.The horizontal coordinates were scaled from a topographic map and have
 OZ0484.an estimated accuracy of +/- 6 seconds.
 OZ0484
 OZ0484.The orthometric height was determined by differential leveling
 OZ0484.and adjusted by the National Geodetic Survey in June 1991..
 OZ0484
 OZ0484.The geoid height was determined by GEOID03.
 OZ0484
 OZ0484.The dynamic height is computed by dividing the NAVD 88
 OZ0484.geopotential number by the normal gravity value computed on the
 OZ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0484.degrees latitude (g = 980.6199 gals.).
 OZ0484
 OZ0484.The modeled gravity was interpolated from observed gravity values.
 OZ0484
 OZ0484;                    North         East    Units  Estimated Accuracy
 OZ0484;SPC ID W     -   179,200.      820,650.      MT  (+/- 180 meters Scaled)
 OZ0484
 OZ0484                          SUPERSEDED SURVEY CONTROL
 OZ0484
 OZ0484  NGVD 29 (??/??/92) 1490.369  (m)         4889.65   (f) ADJ UNCH    2 0
 OZ0484
 OZ0484.Superseded values are not recommended for survey control.
 OZ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0484.See file dsdata.txt to determine how the superseded data were derived.
 OZ0484
 OZ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH220929(NAD 83)
 OZ0484_MARKER: DB = BENCH MARK DISK
 OZ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0484_STAMPING: J 169 1935
 OZ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0484+STABILITY: SURFACE MOTION
 OZ0484
 OZ0484  HISTORY     - Date     Condition        Report By
 OZ0484  HISTORY     - 1935     MONUMENTED       CGS
 OZ0484  HISTORY     - 1973     GOOD             USGS
 OZ0484
 OZ0484                          STATION DESCRIPTION
 OZ0484
 OZ0484'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0484'19.9 MI NE FROM MOUNTAIN HOME.
 OZ0484'19.9 MILES NORTHEAST OF THE POST OFFICE AT MOUNTAIN HOME ALONG IDAHO
 OZ0484'HIGHWAY 68, 1.5 MILES NORTHEAST OF THE JUNCTION OF THE PRAIRIE ROAD
 OZ0484'WITH IDAHO 68.  110 FEET SOUTHEAST OF THE HIGHWAY, 60 FEET SOUTH OF AN
 OZ0484'18 INCH ASPEN TREE AND IN A SMALL MEADOW.  STANDARD DISK STAMPED J 169
 OZ0484'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0306 ***********************************************************************
 QY0306  DESIGNATION -  J 17
 QY0306  PID         -  QY0306
 QY0306  STATE/COUNTY-  ID/LEMHI
 QY0306  USGS QUAD   -  WILLIAMS LAKE (1989)
 QY0306
 QY0306                         *CURRENT SURVEY CONTROL
 QY0306  ___________________________________________________________________
 QY0306* NAD 83(1986)-  45 01 41.     (N)    113 54 57.     (W)     SCALED    
 QY0306* NAVD 88     -      1266.804  (meters)    4156.17   (feet)  ADJUSTED  
 QY0306  ___________________________________________________________________
 QY0306  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 QY0306  DYNAMIC HT  -        1266.267 (meters)    4154.41  (feet)  COMP
 QY0306  MODELED GRAV-     980,150.9   (mgal)                       NAVD 88
 QY0306
 QY0306  VERT ORDER  -  FIRST     CLASS II
 QY0306
 QY0306.The horizontal coordinates were scaled from a topographic map and have
 QY0306.an estimated accuracy of +/- 6 seconds.
 QY0306
 QY0306.The orthometric height was determined by differential leveling
 QY0306.and adjusted by the National Geodetic Survey in June 1991..
 QY0306
 QY0306.The geoid height was determined by GEOID03.
 QY0306
 QY0306.The dynamic height is computed by dividing the NAVD 88
 QY0306.geopotential number by the normal gravity value computed on the
 QY0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0306.degrees latitude (g = 980.6199 gals.).
 QY0306
 QY0306.The modeled gravity was interpolated from observed gravity values.
 QY0306
 QY0306;                    North         East    Units  Estimated Accuracy
 QY0306;SPC ID C     -   373,430.      506,630.      MT  (+/- 180 meters Scaled)
 QY0306
 QY0306                          SUPERSEDED SURVEY CONTROL
 QY0306
 QY0306  NGVD 29 (??/??/92) 1265.616  (m)         4152.28   (f) ADJ UNCH    1 2
 QY0306
 QY0306.Superseded values are not recommended for survey control.
 QY0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0306.See file dsdata.txt to determine how the superseded data were derived.
 QY0306
 QY0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ703902(NAD 83)
 QY0306_MARKER: DB = BENCH MARK DISK
 QY0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0306_STAMPING: J 17 1933
 QY0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0306+STABILITY: SURFACE MOTION
 QY0306
 QY0306  HISTORY     - Date     Condition        Report By
 QY0306  HISTORY     - 1933     MONUMENTED       CGS
 QY0306  HISTORY     - 1955     GOOD             NGS
 QY0306
 QY0306                          STATION DESCRIPTION
 QY0306
 QY0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QY0306'11.1 MI S FROM SALMON.
 QY0306'10.5 MILES SOUTH ALONG US HIGHWAY 93 FROM THE JUNCTION OF STATE
 QY0306'HIGHWAY 28 AT SALMON, LEMHI CO., 1.4 MILES NORTH OF TWELVE MILE CREEK,
 QY0306'0.1 MILES SOUTH OF A BEND IN THE RIVER, NEAR THE NORTH END OF A
 QY0306'TANGENT, AND 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 QY0306'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 QY0306'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0397 ***********************************************************************
 PZ0397  DESIGNATION -  J 17
 PZ0397  PID         -  PZ0397
 PZ0397  STATE/COUNTY-  ID/LEMHI
 PZ0397  USGS QUAD   -  COAL KILN CANYON (1987)
 PZ0397
 PZ0397                         *CURRENT SURVEY CONTROL
 PZ0397  ___________________________________________________________________
 PZ0397* NAD 83(1986)-  44 21 44.     (N)    113 09 39.     (W)     SCALED    
 PZ0397* NAVD 88     -      2057.106  (meters)    6749.02   (feet)  ADJUSTED  
 PZ0397  ___________________________________________________________________
 PZ0397  GEOID HEIGHT-         -10.79  (meters)                     GEOID03
 PZ0397  DYNAMIC HT  -        2055.827 (meters)    6744.83  (feet)  COMP
 PZ0397  MODELED GRAV-     979,923.0   (mgal)                       NAVD 88
 PZ0397
 PZ0397  VERT ORDER  -  SECOND    CLASS 0
 PZ0397
 PZ0397.The horizontal coordinates were scaled from a topographic map and have
 PZ0397.an estimated accuracy of +/- 6 seconds.
 PZ0397
 PZ0397.The orthometric height was determined by differential leveling
 PZ0397.and adjusted by the National Geodetic Survey in June 1991..
 PZ0397
 PZ0397.The geoid height was determined by GEOID03.
 PZ0397
 PZ0397.The dynamic height is computed by dividing the NAVD 88
 PZ0397.geopotential number by the normal gravity value computed on the
 PZ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0397.degrees latitude (g = 980.6199 gals.).
 PZ0397
 PZ0397.The modeled gravity was interpolated from observed gravity values.
 PZ0397
 PZ0397;                    North         East    Units  Estimated Accuracy
 PZ0397;SPC ID C     -   299,780.      566,890.      MT  (+/- 180 meters Scaled)
 PZ0397
 PZ0397                          SUPERSEDED SURVEY CONTROL
 PZ0397
 PZ0397  NGVD 29 (??/??/92) 2055.682  (m)         6744.35   (f) ADJ UNCH    2 0
 PZ0397
 PZ0397.Superseded values are not recommended for survey control.
 PZ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0397.See file dsdata.txt to determine how the superseded data were derived.
 PZ0397
 PZ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ278143(NAD 83)
 PZ0397_MARKER: DB = BENCH MARK DISK
 PZ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0397_STAMPING: J 17 1929
 PZ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0397+STABILITY: SURFACE MOTION
 PZ0397
 PZ0397  HISTORY     - Date     Condition        Report By
 PZ0397  HISTORY     - 1929     MONUMENTED       USGS
 PZ0397  HISTORY     - 1934     GOOD             NGS
 PZ0397
 PZ0397                          STATION DESCRIPTION
 PZ0397
 PZ0397'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0397'8.5 MI SE FROM GILMORE.
 PZ0397'ABOUT 8.5 MILES SOUTHEAST ALONG THE ROAD LEADING TO KAUFMAN FROM THE
 PZ0397'SCHOOLHOUSE AT GILMORE, LEMHI COUNTY, ABOUT 0.4 MILE SOUTHEAST OF A
 PZ0397'FENCE CORNER, ABOUT 1,100 FEET SOUTHEAST OF THE JUNCTION WITH THE
 PZ0397'HAHN-DUBOIS ROAD, AND ABOUT 20 FEET WEST OF THE ROAD.  A UNITED STATES
 PZ0397'GEOLOGICAL SURVEY STANDARD DISK, STAMPED J 17 1929 AND SET IN THE TOP
 PZ0397'OF A CONCRETE POST.
 PZ0397
 PZ0397                          STATION RECOVERY (1934)
 PZ0397
 PZ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PZ0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0521 ***********************************************************************
 NV0521  DESIGNATION -  J 170
 NV0521  PID         -  NV0521
 NV0521  STATE/COUNTY-  ID/OWYHEE
 NV0521  USGS QUAD   -  BLACK BUTTE WEST (1980)
 NV0521
 NV0521                         *CURRENT SURVEY CONTROL
 NV0521  ___________________________________________________________________
 NV0521* NAD 83(1986)-  42 43 41.     (N)    115 28 44.     (W)     SCALED    
 NV0521* NAVD 88     -      1068.957  (meters)    3507.07   (feet)  ADJUSTED  
 NV0521  ___________________________________________________________________
 NV0521  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 NV0521  DYNAMIC HT  -        1068.416 (meters)    3505.29  (feet)  COMP
 NV0521  MODELED GRAV-     980,077.9   (mgal)                       NAVD 88
 NV0521
 NV0521  VERT ORDER  -  SECOND    CLASS 0
 NV0521
 NV0521.The horizontal coordinates were scaled from a topographic map and have
 NV0521.an estimated accuracy of +/- 6 seconds.
 NV0521
 NV0521.The orthometric height was determined by differential leveling
 NV0521.and adjusted by the National Geodetic Survey in June 1991..
 NV0521
 NV0521.The geoid height was determined by GEOID03.
 NV0521
 NV0521.The dynamic height is computed by dividing the NAVD 88
 NV0521.geopotential number by the normal gravity value computed on the
 NV0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0521.degrees latitude (g = 980.6199 gals.).
 NV0521
 NV0521.The modeled gravity was interpolated from observed gravity values.
 NV0521
 NV0521;                    North         East    Units  Estimated Accuracy
 NV0521;SPC ID W     -   117,920.      822,200.      MT  (+/- 180 meters Scaled)
 NV0521
 NV0521                          SUPERSEDED SURVEY CONTROL
 NV0521
 NV0521  NGVD 29 (??/??/92) 1068.046  (m)         3504.08   (f) ADJ UNCH    2 0
 NV0521
 NV0521.Superseded values are not recommended for survey control.
 NV0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0521.See file dsdata.txt to determine how the superseded data were derived.
 NV0521
 NV0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH245317(NAD 83)
 NV0521_MARKER: DB = BENCH MARK DISK
 NV0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0521_STAMPING: J 170 1935
 NV0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0521+STABILITY: SURFACE MOTION
 NV0521
 NV0521  HISTORY     - Date     Condition        Report By
 NV0521  HISTORY     - 1935     MONUMENTED       CGS
 NV0521
 NV0521                          STATION DESCRIPTION
 NV0521
 NV0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0521'18.4 MI SE FROM HOT SPRING.
 NV0521'ABOUT 18.4 MILES SOUTHEAST ALONG THE CASTLEFORD ROAD FROM THE HOT
 NV0521'SPRING BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 3.2 MILES NORTH OF
 NV0521'THE JUNCTION OF A ROAD LEADING TO WINTER CAMPS, ABOUT 2.2 MILES WEST
 NV0521'OF SAILOR CAP BUTTE, ABOUT 0.2 MILE WEST OF THE ROAD CROSSING POT HOLE
 NV0521'GULCH, IN A TRIANGLE FORMED BY THE CASTLEFORD, SAILOR CAP BUTTE AND
 NV0521'INDIAN COVE ROADS, ABOUT 100 FEET NORTH OF THE SOUTH POINT OF THE
 NV0521'TRIANGLE, 42 FEET WEST OF THE CENTER LINE OF THE SAILOR CAP BUTTE
 NV0521'ROAD, N. 62 DEG 35 MIN. W. FROM THE HIGHEST POINT OF BLUE BUTTE, AND
 NV0521'S. 84 DEG 27 MIN. W. FROM THE LARGE CAP CAIRN.  A STANDARD DISK,
 NV0521'STAMPED J 170 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0550 ***********************************************************************
 NV0550  DESIGNATION -  J 171
 NV0550  PID         -  NV0550
 NV0550  STATE/COUNTY-  ID/OWYHEE
 NV0550  USGS QUAD   -  CASTLEFORD BUTTE (1980)
 NV0550
 NV0550                         *CURRENT SURVEY CONTROL
 NV0550  ___________________________________________________________________
 NV0550* NAD 83(1986)-  42 37 26.     (N)    115 05 19.     (W)     SCALED    
 NV0550* NAVD 88     -      1096.208  (meters)    3596.48   (feet)  ADJUSTED  
 NV0550  ___________________________________________________________________
 NV0550  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 NV0550  DYNAMIC HT  -        1095.620 (meters)    3594.55  (feet)  COMP
 NV0550  MODELED GRAV-     980,047.0   (mgal)                       NAVD 88
 NV0550
 NV0550  VERT ORDER  -  SECOND    CLASS 0
 NV0550
 NV0550.The horizontal coordinates were scaled from a topographic map and have
 NV0550.an estimated accuracy of +/- 6 seconds.
 NV0550
 NV0550.The orthometric height was determined by differential leveling
 NV0550.and adjusted by the National Geodetic Survey in June 1991..
 NV0550
 NV0550.The geoid height was determined by GEOID03.
 NV0550
 NV0550.The dynamic height is computed by dividing the NAVD 88
 NV0550.geopotential number by the normal gravity value computed on the
 NV0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0550.degrees latitude (g = 980.6199 gals.).
 NV0550
 NV0550.The modeled gravity was interpolated from observed gravity values.
 NV0550
 NV0550;                    North         East    Units  Estimated Accuracy
 NV0550;SPC ID W     -   106,530.      854,260.      MT  (+/- 180 meters Scaled)
 NV0550
 NV0550                          SUPERSEDED SURVEY CONTROL
 NV0550
 NV0550  NGVD 29 (??/??/92) 1095.292  (m)         3593.47   (f) ADJ UNCH    2 0
 NV0550
 NV0550.Superseded values are not recommended for survey control.
 NV0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0550.See file dsdata.txt to determine how the superseded data were derived.
 NV0550
 NV0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH567208(NAD 83)
 NV0550_MARKER: DB = BENCH MARK DISK
 NV0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0550_STAMPING: J 171 1935
 NV0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0550+STABILITY: SURFACE MOTION
 NV0550
 NV0550  HISTORY     - Date     Condition        Report By
 NV0550  HISTORY     - 1935     MONUMENTED       CGS
 NV0550  HISTORY     - 1975     MARK NOT FOUND   USGS
 NV0550
 NV0550                          STATION DESCRIPTION
 NV0550
 NV0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0550'18.7 MI W FROM BUHL.
 NV0550'IN OWYHEE COUNTY, ABOUT 18.7 MILES WEST BY ROAD FROM BUHL, TWIN FALLS
 NV0550'COUNTY, ON THE HOT SPRING-CASTLEFORD ROAD, ABOUT 21.4 MILES WEST OF
 NV0550'CASTLEFORD, ABOUT 6.5 MILES EAST OF THE NOTCH IN NOTCH BUTTE, ABOUT
 NV0550'1.0 MILE EAST OF A CROSSROAD BETWEEN OWSLEY BRIDGE AND BASALT LODGE
 NV0550'BUTTE, AND 30 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 NV0550'DISK, STAMPED J 171 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NV0550
 NV0550                          STATION RECOVERY (1975)
 NV0550
 NV0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0702 ***********************************************************************
 RY0702  DESIGNATION -  J 172
 RY0702  PID         -  RY0702
 RY0702  STATE/COUNTY-  ID/CLEARWATER
 RY0702  USGS QUAD   -  PIERCE (1994)
 RY0702
 RY0702                         *CURRENT SURVEY CONTROL
 RY0702  ___________________________________________________________________
 RY0702* NAD 83(1986)-  46 29 36.     (N)    115 46 04.     (W)     SCALED    
 RY0702* NAVD 88     -      1015.312  (meters)    3331.07   (feet)  ADJUSTED  
 RY0702  ___________________________________________________________________
 RY0702  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 RY0702  DYNAMIC HT  -        1015.166 (meters)    3330.59  (feet)  COMP
 RY0702  MODELED GRAV-     980,435.7   (mgal)                       NAVD 88
 RY0702
 RY0702  VERT ORDER  -  FIRST     CLASS II
 RY0702
 RY0702.The horizontal coordinates were scaled from a topographic map and have
 RY0702.an estimated accuracy of +/- 6 seconds.
 RY0702
 RY0702.The orthometric height was determined by differential leveling
 RY0702.and adjusted by the National Geodetic Survey in June 1991..
 RY0702
 RY0702.The geoid height was determined by GEOID03.
 RY0702
 RY0702.The dynamic height is computed by dividing the NAVD 88
 RY0702.geopotential number by the normal gravity value computed on the
 RY0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0702.degrees latitude (g = 980.6199 gals.).
 RY0702
 RY0702.The modeled gravity was interpolated from observed gravity values.
 RY0702
 RY0702;                    North         East    Units  Estimated Accuracy
 RY0702;SPC ID W     -   536,270.      798,640.      MT  (+/- 180 meters Scaled)
 RY0702
 RY0702                          SUPERSEDED SURVEY CONTROL
 RY0702
 RY0702  NGVD 29 (??/??/92) 1014.194  (m)         3327.40   (f) ADJ UNCH    1 2
 RY0702
 RY0702.Superseded values are not recommended for survey control.
 RY0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0702.See file dsdata.txt to determine how the superseded data were derived.
 RY0702
 RY0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM945496(NAD 83)
 RY0702_MARKER: DB = BENCH MARK DISK
 RY0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0702_STAMPING: J 172 1935
 RY0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0702+STABILITY: SURFACE MOTION
 RY0702
 RY0702  HISTORY     - Date     Condition        Report By
 RY0702  HISTORY     - 1935     MONUMENTED       CGS
 RY0702  HISTORY     - 1950     GOOD             NGS
 RY0702
 RY0702                          STATION DESCRIPTION
 RY0702
 RY0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0702'2.0 MI E FROM PIERCE.
 RY0702'2.0 MILES EAST ALONG THE OLD FRENCH MOUNTAIN ROAD FROM THE PUBLIC
 RY0702'LIBRARY AT PIERCE, 0.1 MILE SOUTHWEST OF THE Y JUNCTION OF THE LOLO
 RY0702'TRAIL ROAD AND THE CLEARWATER NATIONAL FOREST BOUNDARY, AT A SMALL
 RY0702'CLEARING, 75 FEET NORTH OF THE TOP OF A GRADE, 65 FEET WEST OF THE
 RY0702'CENTER OF THE JUNCTION OF AN ABANDONED TRACK ROAD LEADING SOUTHEAST,
 RY0702'29 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 27.7 FEET NORTH OF A
 RY0702'13-INCH WHITE FIR TREE MARKED WITH A WHITE PAINTED TRIANGULAR BLAZE,
 RY0702'17.3 FEET WEST OF A 13-INCH WHITE PINE TREE MARKED WITH A WHITE
 RY0702'PAINTED TRIANGULAR BLAZE, 17 FEET NORTH OF THE CENTER LINE OF A SHORT,
 RY0702'DEAD END TRACK ROAD LEADING WEST, 1.9 FEET NORTHEAST OF A WITNESS
 RY0702'POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 RY0702'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1202 ***********************************************************************
 NU1202  DESIGNATION -  J 175
 NU1202  PID         -  NU1202
 NU1202  STATE/COUNTY-  ID/CASSIA
 NU1202  USGS QUAD   -  RUPERT (1976)
 NU1202
 NU1202                         *CURRENT SURVEY CONTROL
 NU1202  ___________________________________________________________________
 NU1202* NAD 83(1986)-  42 31 03.     (N)    113 43 49.     (W)     SCALED    
 NU1202* NAVD 88     -      1277.370  (meters)    4190.84   (feet)  ADJUSTED  
 NU1202  ___________________________________________________________________
 NU1202  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NU1202  DYNAMIC HT  -        1276.626 (meters)    4188.40  (feet)  COMP
 NU1202  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 NU1202
 NU1202  VERT ORDER  -  SECOND    CLASS 0
 NU1202
 NU1202.The horizontal coordinates were scaled from a topographic map and have
 NU1202.an estimated accuracy of +/- 6 seconds.
 NU1202
 NU1202.The orthometric height was determined by differential leveling
 NU1202.and adjusted by the National Geodetic Survey in June 1991..
 NU1202
 NU1202.The geoid height was determined by GEOID03.
 NU1202
 NU1202.The dynamic height is computed by dividing the NAVD 88
 NU1202.geopotential number by the normal gravity value computed on the
 NU1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1202.degrees latitude (g = 980.6199 gals.).
 NU1202
 NU1202.The modeled gravity was interpolated from observed gravity values.
 NU1202
 NU1202;                    North         East    Units  Estimated Accuracy
 NU1202;SPC ID C     -    94,540.      522,160.      MT  (+/- 180 meters Scaled)
 NU1202
 NU1202                          SUPERSEDED SURVEY CONTROL
 NU1202
 NU1202  NGVD 29 (??/??/92) 1276.396  (m)         4187.64   (f) ADJ UNCH    2 0
 NU1202
 NU1202.Superseded values are not recommended for survey control.
 NU1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1202.See file dsdata.txt to determine how the superseded data were derived.
 NU1202
 NU1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN757108(NAD 83)
 NU1202_MARKER: DD = SURVEY DISK
 NU1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1202_STAMPING: USBM J 175 STA 142+70
 NU1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1202+STABILITY: SURFACE MOTION
 NU1202
 NU1202  HISTORY     - Date     Condition        Report By
 NU1202  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1202  HISTORY     - 1935     GOOD             NGS
 NU1202
 NU1202                          STATION DESCRIPTION
 NU1202
 NU1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1202'4.0 MI E FROM BURLEY.
 NU1202'4.0 MILES EAST ALONG U. S. HIGHWAY 30 S FROM THE CITY HALL AT BURLEY,
 NU1202'CASSIA COUNTY, 139 FEET NORTH OF THE CENTERLINE OF THE UNION PACIFIC
 NU1202'RAILROAD TRACK, 41 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN
 NU1202'THE FENCE LINE.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK,
 NU1202'STAMPED USBM J 175 STA 142+70 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1225 ***********************************************************************
 NU1225  DESIGNATION -  J 176
 NU1225  PID         -  NU1225
 NU1225  STATE/COUNTY-  ID/CASSIA
 NU1225  USGS QUAD   -  RUPERT SE (1978)
 NU1225
 NU1225                         *CURRENT SURVEY CONTROL
 NU1225  ___________________________________________________________________
 NU1225* NAD 83(1986)-  42 31 24.     (N)    113 35 48.     (W)     SCALED    
 NU1225* NAVD 88     -      1291.604  (meters)    4237.54   (feet)  ADJUSTED  
 NU1225  ___________________________________________________________________
 NU1225  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NU1225  DYNAMIC HT  -        1290.865 (meters)    4235.11  (feet)  COMP
 NU1225  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 NU1225
 NU1225  VERT ORDER  -  SECOND    CLASS 0
 NU1225
 NU1225.The horizontal coordinates were scaled from a topographic map and have
 NU1225.an estimated accuracy of +/- 6 seconds.
 NU1225
 NU1225.The orthometric height was determined by differential leveling
 NU1225.and adjusted by the National Geodetic Survey in June 1991..
 NU1225
 NU1225.The geoid height was determined by GEOID03.
 NU1225
 NU1225.The dynamic height is computed by dividing the NAVD 88
 NU1225.geopotential number by the normal gravity value computed on the
 NU1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1225.degrees latitude (g = 980.6199 gals.).
 NU1225
 NU1225.The modeled gravity was interpolated from observed gravity values.
 NU1225
 NU1225;                    North         East    Units  Estimated Accuracy
 NU1225;SPC ID C     -    95,230.      533,140.      MT  (+/- 180 meters Scaled)
 NU1225
 NU1225                          SUPERSEDED SURVEY CONTROL
 NU1225
 NU1225  NGVD 29 (??/??/92) 1290.635  (m)         4234.36   (f) ADJ UNCH    2 0
 NU1225
 NU1225.Superseded values are not recommended for survey control.
 NU1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1225.See file dsdata.txt to determine how the superseded data were derived.
 NU1225
 NU1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN867111(NAD 83)
 NU1225_MARKER: DD = SURVEY DISK
 NU1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1225_STAMPING: USBM J 176 RPPC STA 508+83.6
 NU1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1225+STABILITY: SURFACE MOTION
 NU1225
 NU1225  HISTORY     - Date     Condition        Report By
 NU1225  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1225  HISTORY     - 1935     GOOD             NGS
 NU1225
 NU1225                          STATION DESCRIPTION
 NU1225
 NU1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1225'9.3 MI W FROM COTTEREL.
 NU1225'9.3 MILES WEST ALONG U. S. HIGHWAY 30 S FROM COTTEREL, CASSIA COUNTY,
 NU1225'152 FEET NORTH OF THE CENTERLINE OF THE UNION PACIFIC RAILROAD TRACK,
 NU1225'AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  AN IDAHO
 NU1225'DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED USBM J 176 RPPC STA
 NU1225'508+83.6 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1249 ***********************************************************************
 NU1249  DESIGNATION -  J 177
 NU1249  PID         -  NU1249
 NU1249  STATE/COUNTY-  ID/CASSIA
 NU1249  USGS QUAD   -  RUPERT SE (1978)
 NU1249
 NU1249                         *CURRENT SURVEY CONTROL
 NU1249  ___________________________________________________________________
 NU1249* NAD 83(1986)-  42 32 12.     (N)    113 32 22.     (W)     SCALED    
 NU1249* NAVD 88     -      1321.823  (meters)    4336.68   (feet)  ADJUSTED  
 NU1249  ___________________________________________________________________
 NU1249  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1249  DYNAMIC HT  -        1321.058 (meters)    4334.17  (feet)  COMP
 NU1249  MODELED GRAV-     979,996.5   (mgal)                       NAVD 88
 NU1249
 NU1249  VERT ORDER  -  SECOND    CLASS 0
 NU1249
 NU1249.The horizontal coordinates were scaled from a topographic map and have
 NU1249.an estimated accuracy of +/- 6 seconds.
 NU1249
 NU1249.The orthometric height was determined by differential leveling
 NU1249.and adjusted by the National Geodetic Survey in June 1991..
 NU1249
 NU1249.The geoid height was determined by GEOID03.
 NU1249
 NU1249.The dynamic height is computed by dividing the NAVD 88
 NU1249.geopotential number by the normal gravity value computed on the
 NU1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1249.degrees latitude (g = 980.6199 gals.).
 NU1249
 NU1249.The modeled gravity was interpolated from observed gravity values.
 NU1249
 NU1249;                    North         East    Units  Estimated Accuracy
 NU1249;SPC ID C     -    96,730.      537,830.      MT  (+/- 180 meters Scaled)
 NU1249
 NU1249                          SUPERSEDED SURVEY CONTROL
 NU1249
 NU1249  NGVD 29 (??/??/92) 1320.85   (m)         4333.5    (f) COMPUTED    2 0
 NU1249
 NU1249.Superseded values are not recommended for survey control.
 NU1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1249.See file dsdata.txt to determine how the superseded data were derived.
 NU1249
 NU1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN914124(NAD 83)
 NU1249_MARKER: DD = SURVEY DISK
 NU1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1249_STAMPING: R.P.P.O.T. 672+00.0 OFF. 50.0 USBM J 177
 NU1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1249+STABILITY: SURFACE MOTION
 NU1249
 NU1249  HISTORY     - Date     Condition        Report By
 NU1249  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1249  HISTORY     - 1958     GOOD             NGS
 NU1249
 NU1249                          STATION DESCRIPTION
 NU1249
 NU1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU1249'4.65 MI E FROM DECLO.
 NU1249'4.65 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF STATE
 NU1249'HIGHWAY 77 AT DECLO, 0.25 MILE NORTHWEST OF MILEPOST 252, ON TOP OF A
 NU1249'SMALL HILL, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 NU1249'2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 NU1249'PROJECTING 1/2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1092 ***********************************************************************
 NU1092  DESIGNATION -  J 178
 NU1092  PID         -  NU1092
 NU1092  STATE/COUNTY-  ID/CASSIA
 NU1092  USGS QUAD   -  BASIN (1968)
 NU1092
 NU1092                         *CURRENT SURVEY CONTROL
 NU1092  ___________________________________________________________________
 NU1092* NAD 83(1986)-  42 14 46.     (N)    113 50 17.     (W)     SCALED    
 NU1092* NAVD 88     -      1431.006  (meters)    4694.89   (feet)  ADJUSTED  
 NU1092  ___________________________________________________________________
 NU1092  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 NU1092  DYNAMIC HT  -        1430.043 (meters)    4691.73  (feet)  COMP
 NU1092  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 NU1092
 NU1092  VERT ORDER  -  SECOND    CLASS 0
 NU1092
 NU1092.The horizontal coordinates were scaled from a topographic map and have
 NU1092.an estimated accuracy of +/- 6 seconds.
 NU1092
 NU1092.The orthometric height was determined by differential leveling
 NU1092.and adjusted by the National Geodetic Survey in June 1991..
 NU1092
 NU1092.The geoid height was determined by GEOID03.
 NU1092
 NU1092.The dynamic height is computed by dividing the NAVD 88
 NU1092.geopotential number by the normal gravity value computed on the
 NU1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1092.degrees latitude (g = 980.6199 gals.).
 NU1092
 NU1092.The modeled gravity was interpolated from observed gravity values.
 NU1092
 NU1092;                    North         East    Units  Estimated Accuracy
 NU1092;SPC ID C     -    64,370.      513,370.      MT  (+/- 180 meters Scaled)
 NU1092
 NU1092                          SUPERSEDED SURVEY CONTROL
 NU1092
 NU1092  NGVD 29 (??/??/92) 1429.922  (m)         4691.34   (f) ADJ UNCH    2 0
 NU1092
 NU1092.Superseded values are not recommended for survey control.
 NU1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1092.See file dsdata.txt to determine how the superseded data were derived.
 NU1092
 NU1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM658810(NAD 83)
 NU1092_MARKER: DB = BENCH MARK DISK
 NU1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1092_STAMPING: J 178 1935
 NU1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1092+STABILITY: SURFACE MOTION
 NU1092
 NU1092  HISTORY     - Date     Condition        Report By
 NU1092  HISTORY     - 1935     MONUMENTED       CGS
 NU1092
 NU1092                          STATION DESCRIPTION
 NU1092
 NU1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU1092'2.3 MI E FROM OAKLEY.
 NU1092'2.3 MILES EAST ALONG THE MALTA ROAD FROM OAKLEY, 1.0 MILES EAST OF A
 NU1092'FARM AT THE BASE OF A MOUNTAIN, 60 FEET SOUTH OF THE CENTER LINE OF
 NU1092'THE ROAD AND AT A FENCE CORNER.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0608 ***********************************************************************
 NU0608  DESIGNATION -  J 179
 NU0608  PID         -  NU0608
 NU0608  STATE/COUNTY-  ID/POWER
 NU0608  USGS QUAD   -  MICHAUD CREEK (1974)
 NU0608
 NU0608                         *CURRENT SURVEY CONTROL
 NU0608  ___________________________________________________________________
 NU0608* NAD 83(1986)-  42 48 21.     (N)    112 37 24.     (W)     SCALED    
 NU0608* NAVD 88     -      1375.863  (meters)    4513.98   (feet)  ADJUSTED  
 NU0608  ___________________________________________________________________
 NU0608  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 NU0608  DYNAMIC HT  -        1375.057 (meters)    4511.33  (feet)  COMP
 NU0608  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 NU0608
 NU0608  VERT ORDER  -  SECOND    CLASS 0
 NU0608
 NU0608.The horizontal coordinates were scaled from a topographic map and have
 NU0608.an estimated accuracy of +/- 6 seconds.
 NU0608
 NU0608.The orthometric height was determined by differential leveling
 NU0608.and adjusted by the National Geodetic Survey in June 1991..
 NU0608
 NU0608.The geoid height was determined by GEOID03.
 NU0608
 NU0608.The dynamic height is computed by dividing the NAVD 88
 NU0608.geopotential number by the normal gravity value computed on the
 NU0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0608.degrees latitude (g = 980.6199 gals.).
 NU0608
 NU0608.The modeled gravity was interpolated from observed gravity values.
 NU0608
 NU0608;                    North         East    Units  Estimated Accuracy
 NU0608;SPC ID E     -   126,630.      162,650.      MT  (+/- 180 meters Scaled)
 NU0608
 NU0608                          SUPERSEDED SURVEY CONTROL
 NU0608
 NU0608  NGVD 29 (??/??/92) 1374.811  (m)         4510.53   (f) ADJ UNCH    2 0
 NU0608
 NU0608.Superseded values are not recommended for survey control.
 NU0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0608.See file dsdata.txt to determine how the superseded data were derived.
 NU0608
 NU0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN672405(NAD 83)
 NU0608_MARKER: DB = BENCH MARK DISK
 NU0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0608_STAMPING: J 179 1935
 NU0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0608+STABILITY: SURFACE MOTION
 NU0608
 NU0608  HISTORY     - Date     Condition        Report By
 NU0608  HISTORY     - 1935     MONUMENTED       CGS
 NU0608  HISTORY     - 1938     GOOD             NGS
 NU0608
 NU0608                          STATION DESCRIPTION
 NU0608
 NU0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0608'6.2 MI SE FROM SCHILLER.
 NU0608'6.2 MILES SOUTHEAST ALONG THE PAULINE ROAD FROM THE UNION PACIFIC
 NU0608'RAILROAD STATION AT SCHILLER, POWER COUNTY, 0.1 MILE NORTH OF THE
 NU0608'POINT OF A RIDGE, 70 FEET SOUTH OF A CULVERT MARKED BY AN IRON PIPE,
 NU0608'41 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 20 FEET NORTHWEST OF A
 NU0608'POLE.  A STANDARD DISK, STAMPED J 179 1935 AND SET IN THE TOP OF A
 NU0608'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0309 ***********************************************************************
 PZ0309  DESIGNATION -  J 18
 PZ0309  PID         -  PZ0309
 PZ0309  STATE/COUNTY-  ID/LEMHI
 PZ0309  USGS QUAD   -  WEST OF LEADORE (1987)
 PZ0309
 PZ0309                         *CURRENT SURVEY CONTROL
 PZ0309  ___________________________________________________________________
 PZ0309* NAD 83(1986)-  44 44 50.     (N)    113 28 40.     (W)     SCALED    
 PZ0309* NAVD 88     -      1723.606  (meters)    5654.86   (feet)  ADJUSTED  
 PZ0309  ___________________________________________________________________
 PZ0309  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 PZ0309  DYNAMIC HT  -        1722.680 (meters)    5651.83  (feet)  COMP
 PZ0309  MODELED GRAV-     980,020.3   (mgal)                       NAVD 88
 PZ0309
 PZ0309  VERT ORDER  -  FIRST     CLASS II
 PZ0309
 PZ0309.The horizontal coordinates were scaled from a topographic map and have
 PZ0309.an estimated accuracy of +/- 6 seconds.
 PZ0309
 PZ0309.The orthometric height was determined by differential leveling
 PZ0309.and adjusted by the National Geodetic Survey in June 1991..
 PZ0309
 PZ0309.The geoid height was determined by GEOID03.
 PZ0309
 PZ0309.The dynamic height is computed by dividing the NAVD 88
 PZ0309.geopotential number by the normal gravity value computed on the
 PZ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0309.degrees latitude (g = 980.6199 gals.).
 PZ0309
 PZ0309.The modeled gravity was interpolated from observed gravity values.
 PZ0309
 PZ0309;                    North         East    Units  Estimated Accuracy
 PZ0309;SPC ID C     -   342,350.      541,350.      MT  (+/- 180 meters Scaled)
 PZ0309
 PZ0309                          SUPERSEDED SURVEY CONTROL
 PZ0309
 PZ0309  NGVD 29 (??/??/92) 1722.271  (m)         5650.48   (f) ADJ UNCH    1 2
 PZ0309
 PZ0309.Superseded values are not recommended for survey control.
 PZ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0309.See file dsdata.txt to determine how the superseded data were derived.
 PZ0309
 PZ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ038578(NAD 83)
 PZ0309_MARKER: DB = BENCH MARK DISK
 PZ0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0309_STAMPING: 5650.520 J 18 1933
 PZ0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0309+STABILITY: SURFACE MOTION
 PZ0309
 PZ0309  HISTORY     - Date     Condition        Report By
 PZ0309  HISTORY     - 1933     MONUMENTED       CGS
 PZ0309  HISTORY     - 1965     MARK NOT FOUND   NGS
 PZ0309  HISTORY     - 1983     MARK NOT FOUND   USGS
 PZ0309
 PZ0309                          STATION DESCRIPTION
 PZ0309
 PZ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PZ0309'7.5 MI NW FROM LEADORE.
 PZ0309'7.5 MILES NORTHWEST ALONG THE DISMANTLED GILMORE AND PITTSBURGH
 PZ0309'RAILROAD FROM LEADORE, LEMHI COUNTY, AT COTTOM SIDING, 200 FEET
 PZ0309'SOUTHEAST OF A LOADING CORRAL, 45 FEET WEST OF A ROAD CROSSING, AND 40
 PZ0309'FEET SOUTH OF A SWITCH POINT.  A STANDARD DISK, STAMPED 5650.520 J 18
 PZ0309'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 PZ0309'GROUND.
 PZ0309
 PZ0309                          STATION RECOVERY (1965)
 PZ0309
 PZ0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 PZ0309'MARK NOT FOUND.
 PZ0309
 PZ0309                          STATION RECOVERY (1983)
 PZ0309
 PZ0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0478 ***********************************************************************
 NU0478  DESIGNATION -  J 180
 NU0478  PID         -  NU0478
 NU0478  STATE/COUNTY-  ID/POWER
 NU0478  USGS QUAD   -  ROY NE (1973)
 NU0478
 NU0478                         *CURRENT SURVEY CONTROL
 NU0478  ___________________________________________________________________
 NU0478* NAD 83(1986)-  42 25 44.     (N)    112 49 32.     (W)     SCALED    
 NU0478* NAVD 88     -      1517.142  (meters)    4977.49   (feet)  ADJUSTED  
 NU0478  ___________________________________________________________________
 NU0478  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 NU0478  DYNAMIC HT  -        1516.129 (meters)    4974.17  (feet)  COMP
 NU0478  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 NU0478
 NU0478  VERT ORDER  -  SECOND    CLASS 0
 NU0478
 NU0478.The horizontal coordinates were scaled from a topographic map and have
 NU0478.an estimated accuracy of +/- 6 seconds.
 NU0478
 NU0478.The orthometric height was determined by differential leveling
 NU0478.and adjusted by the National Geodetic Survey in June 1991..
 NU0478
 NU0478.The geoid height was determined by GEOID03.
 NU0478
 NU0478.The dynamic height is computed by dividing the NAVD 88
 NU0478.geopotential number by the normal gravity value computed on the
 NU0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0478.degrees latitude (g = 980.6199 gals.).
 NU0478
 NU0478.The modeled gravity was interpolated from observed gravity values.
 NU0478
 NU0478;                    North         East    Units  Estimated Accuracy
 NU0478;SPC ID E     -    84,870.      145,780.      MT  (+/- 180 meters Scaled)
 NU0478
 NU0478                          SUPERSEDED SURVEY CONTROL
 NU0478
 NU0478  NGVD 29 (??/??/92) 1516.020  (m)         4973.81   (f) ADJ UNCH    2 0
 NU0478
 NU0478.Superseded values are not recommended for survey control.
 NU0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0478.See file dsdata.txt to determine how the superseded data were derived.
 NU0478
 NU0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM498990(NAD 83)
 NU0478_MARKER: DB = BENCH MARK DISK
 NU0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0478_STAMPING: J 180 1935
 NU0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0478+STABILITY: SURFACE MOTION
 NU0478
 NU0478  HISTORY     - Date     Condition        Report By
 NU0478  HISTORY     - 1935     MONUMENTED       CGS
 NU0478  HISTORY     - 1938     GOOD             NGS
 NU0478
 NU0478                          STATION DESCRIPTION
 NU0478
 NU0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0478'4.5 MI N FROM ROY.
 NU0478'4.5 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE FRAME SCHOOLHOUSE AT
 NU0478'ROY, POWER COUNTY, AT THE JUNCTION OF A SIDE ROAD LEADING-WEST, 45
 NU0478'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 29 FEET SOUTH OF THE
 NU0478'CENTERLINE OF THE SIDE ROAD, AND 1 FOOT NORTH OF AN EAST-AND-WEST
 NU0478'FENCE.  A STANDARD DISK, STAMPED J 180 1935 AND SET IN THE TOP OF A
 NU0478'CONCRETE POST.  NOTE-- 1 FT. NORTH OF THE CENTER OF A GATE IN AN E-W
 NU0478'FENCE LINE, 8 FT. WEST OF THE CORNER FENCE POST.  0.2 FT. BELOW THE
 NU0478'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0328 ***********************************************************************
 NU0328  DESIGNATION -  J 181
 NU0328  PID         -  NU0328
 NU0328  STATE/COUNTY-  ID/ONEIDA
 NU0328  USGS QUAD   -  MALAD CITY WEST (1968)
 NU0328
 NU0328                         *CURRENT SURVEY CONTROL
 NU0328  ___________________________________________________________________
 NU0328* NAD 83(1986)-  42 14 09.     (N)    112 19 49.     (W)     SCALED    
 NU0328* NAVD 88     -      1454.718  (meters)    4772.69   (feet)  ADJUSTED  
 NU0328  ___________________________________________________________________
 NU0328  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 NU0328  DYNAMIC HT  -        1453.740 (meters)    4769.48  (feet)  COMP
 NU0328  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 NU0328
 NU0328  VERT ORDER  -  SECOND    CLASS 0
 NU0328
 NU0328.The horizontal coordinates were scaled from a topographic map and have
 NU0328.an estimated accuracy of +/- 6 seconds.
 NU0328
 NU0328.The orthometric height was determined by differential leveling
 NU0328.and adjusted by the National Geodetic Survey in June 1991..
 NU0328
 NU0328.The geoid height was determined by GEOID03.
 NU0328
 NU0328.The dynamic height is computed by dividing the NAVD 88
 NU0328.geopotential number by the normal gravity value computed on the
 NU0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0328.degrees latitude (g = 980.6199 gals.).
 NU0328
 NU0328.The modeled gravity was interpolated from observed gravity values.
 NU0328
 NU0328;                    North         East    Units  Estimated Accuracy
 NU0328;SPC ID E     -    63,230.      186,500.      MT  (+/- 180 meters Scaled)
 NU0328
 NU0328                          SUPERSEDED SURVEY CONTROL
 NU0328
 NU0328  NGVD 29 (??/??/92) 1453.622  (m)         4769.09   (f) ADJ UNCH    2 0
 NU0328
 NU0328.Superseded values are not recommended for survey control.
 NU0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0328.See file dsdata.txt to determine how the superseded data were derived.
 NU0328
 NU0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM902768(NAD 83)
 NU0328_MARKER: DB = BENCH MARK DISK
 NU0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0328_STAMPING: J 181 1935
 NU0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0328+STABILITY: SURFACE MOTION
 NU0328
 NU0328  HISTORY     - Date     Condition        Report By
 NU0328  HISTORY     - 1935     MONUMENTED       CGS
 NU0328
 NU0328                          STATION DESCRIPTION
 NU0328
 NU0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU0328'6.9 MI NW FROM MALAD CITY.
 NU0328'ABOUT 6.9 MILES NORTHWEST ALONG THE GRAVEL ROAD LEADING TO ELK HORN
 NU0328'DAM FROM MALAD CITY, ONEIDA COUNTY, AT THE JUNCTION OF A DRIVE LEADING
 NU0328'TO A FARMHOUSE, 18 FEET EAST OF THE CENTER LINE OF THE DRIVE, 40 FEET
 NU0328'NORTH OF THE CENTER LINE OF THE ROAD, AND 2 FEET NORTH OF THE FENCE. A
 NU0328'STANDARD DISK, STAMPED J 181 1935 AND SET IN THE TOP OF A CONCRETE
 NU0328'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1063 ***********************************************************************
 NU1063  DESIGNATION -  J 183
 NU1063  PID         -  NU1063
 NU1063  STATE/COUNTY-  ID/CASSIA
 NU1063  USGS QUAD   -  NIBBS CREEK (1976)
 NU1063
 NU1063                         *CURRENT SURVEY CONTROL
 NU1063  ___________________________________________________________________
 NU1063* NAD 83(1986)-  42 16 33.     (N)    113 27 25.     (W)     SCALED    
 NU1063* NAVD 88     -      1454.595  (meters)    4772.28   (feet)  ADJUSTED  
 NU1063  ___________________________________________________________________
 NU1063  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NU1063  DYNAMIC HT  -        1453.667 (meters)    4769.24  (feet)  COMP
 NU1063  MODELED GRAV-     979,932.7   (mgal)                       NAVD 88
 NU1063
 NU1063  VERT ORDER  -  FIRST     CLASS II
 NU1063
 NU1063.The horizontal coordinates were scaled from a topographic map and have
 NU1063.an estimated accuracy of +/- 6 seconds.
 NU1063
 NU1063.The orthometric height was determined by differential leveling
 NU1063.and adjusted by the National Geodetic Survey in June 1991..
 NU1063
 NU1063.The geoid height was determined by GEOID03.
 NU1063
 NU1063.The dynamic height is computed by dividing the NAVD 88
 NU1063.geopotential number by the normal gravity value computed on the
 NU1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1063.degrees latitude (g = 980.6199 gals.).
 NU1063
 NU1063.The modeled gravity was interpolated from observed gravity values.
 NU1063
 NU1063;                    North         East    Units  Estimated Accuracy
 NU1063;SPC ID C     -    67,800.      544,800.      MT  (+/- 180 meters Scaled)
 NU1063
 NU1063                          SUPERSEDED SURVEY CONTROL
 NU1063
 NU1063  NGVD 29 (??/??/92) 1453.558  (m)         4768.88   (f) ADJ UNCH    1 2
 NU1063
 NU1063.Superseded values are not recommended for survey control.
 NU1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1063.See file dsdata.txt to determine how the superseded data were derived.
 NU1063
 NU1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM973833(NAD 83)
 NU1063_MARKER: DB = BENCH MARK DISK
 NU1063_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU1063_SP_SET: PREFAB CONC. POST IN EARTH
 NU1063_STAMPING: J 183 1935
 NU1063_MARK LOGO: CGS   
 NU1063_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1063
 NU1063  HISTORY     - Date     Condition        Report By
 NU1063  HISTORY     - 1935     MONUMENTED       CGS
 NU1063  HISTORY     - 19741203 GOOD             USGS
 NU1063
 NU1063                          STATION DESCRIPTION
 NU1063
 NU1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU1063'5.3 MI W FROM MALTA.
 NU1063'5.3 MILES WEST ALONG THE OAKLEY ROAD FROM MALTA, 0.2 MILES WEST OF A
 NU1063'LOG BARN ON THE NORTH SIDE OF THE ROAD, 30 FEET WEST OF A CREEK BED,
 NU1063'AND 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  SET IN THE TOP OF A
 NU1063'CONCRETE POST.
 NU1063
 NU1063                          STATION RECOVERY (1974)
 NU1063
 NU1063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0498 ***********************************************************************
 NU0498  DESIGNATION -  J 186
 NU0498  PID         -  NU0498
 NU0498  STATE/COUNTY-  ID/ONEIDA
 NU0498  USGS QUAD   -  ROY (1973)
 NU0498
 NU0498                         *CURRENT SURVEY CONTROL
 NU0498  ___________________________________________________________________
 NU0498* NAD 83(1986)-  42 16 12.     (N)    112 49 02.     (W)     SCALED    
 NU0498* NAVD 88     -      1729.728  (meters)    5674.95   (feet)  ADJUSTED  
 NU0498  ___________________________________________________________________
 NU0498  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 NU0498  DYNAMIC HT  -        1728.515 (meters)    5670.97  (feet)  COMP
 NU0498  MODELED GRAV-     979,859.0   (mgal)                       NAVD 88
 NU0498
 NU0498  VERT ORDER  -  SECOND    CLASS 0
 NU0498
 NU0498.The horizontal coordinates were scaled from a topographic map and have
 NU0498.an estimated accuracy of +/- 6 seconds.
 NU0498
 NU0498.The orthometric height was determined by differential leveling
 NU0498.and adjusted by the National Geodetic Survey in June 1991..
 NU0498
 NU0498.The geoid height was determined by GEOID03.
 NU0498
 NU0498.The dynamic height is computed by dividing the NAVD 88
 NU0498.geopotential number by the normal gravity value computed on the
 NU0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0498.degrees latitude (g = 980.6199 gals.).
 NU0498
 NU0498.The modeled gravity was interpolated from observed gravity values.
 NU0498
 NU0498;                    North         East    Units  Estimated Accuracy
 NU0498;SPC ID E     -    67,220.      146,330.      MT  (+/- 180 meters Scaled)
 NU0498
 NU0498                          SUPERSEDED SURVEY CONTROL
 NU0498
 NU0498  NGVD 29 (??/??/92) 1728.567  (m)         5671.14   (f) ADJ UNCH    2 0
 NU0498
 NU0498.Superseded values are not recommended for survey control.
 NU0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0498.See file dsdata.txt to determine how the superseded data were derived.
 NU0498
 NU0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM501813(NAD 83)
 NU0498_MARKER: DB = BENCH MARK DISK
 NU0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0498_STAMPING: J 186 1935
 NU0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0498+STABILITY: SURFACE MOTION
 NU0498
 NU0498  HISTORY     - Date     Condition        Report By
 NU0498  HISTORY     - 1935     MONUMENTED       CGS
 NU0498  HISTORY     - 1938     GOOD             NGS
 NU0498  HISTORY     - 1973     MARK NOT FOUND   USGS
 NU0498
 NU0498                          STATION DESCRIPTION
 NU0498
 NU0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0498'0.6 MI S FROM ROY.
 NU0498'IN ONEIDA COUNTY, 0.6 MILE SOUTH ALONG STATE HIGHWAY 37 FROM A FRAME
 NU0498'SCHOOLHOUE AT ROY, POWER COUNTY, 6.3 MILES SOUTHWEST ALONG A WINDING
 NU0498'ROAD.  150 YARDS WEST OF SOME FARM BUILDINGS, 126 FEET NORTH OF THE
 NU0498'CENTER OF A ROAD JUNCTION, 27 FEET EAST OF THE CENTERLINE OF THE ROAD,
 NU0498'AND IN THE NORTHWEST CORNER OF A SMALL PASTURE.  A STANDARD DISK,
 NU0498'STAMPED J 186 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NU0498
 NU0498                          STATION RECOVERY (1973)
 NU0498
 NU0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NU0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1011 ***********************************************************************
 QB1011  DESIGNATION -  J 187
 QB1011  PID         -  QB1011
 QB1011  STATE/COUNTY-  ID/VALLEY
 QB1011  USGS QUAD   -  MC CALL (1973)
 QB1011
 QB1011                         *CURRENT SURVEY CONTROL
 QB1011  ___________________________________________________________________
 QB1011* NAD 83(1986)-  44 55 42.     (N)    116 02 27.     (W)     SCALED    
 QB1011* NAVD 88     -      1575.668  (meters)    5169.50   (feet)  ADJUSTED  
 QB1011  ___________________________________________________________________
 QB1011  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 QB1011  DYNAMIC HT  -        1574.964 (meters)    5167.19  (feet)  COMP
 QB1011  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 QB1011
 QB1011  VERT ORDER  -  SECOND    CLASS 0
 QB1011
 QB1011.The horizontal coordinates were scaled from a topographic map and have
 QB1011.an estimated accuracy of +/- 6 seconds.
 QB1011
 QB1011.The orthometric height was determined by differential leveling
 QB1011.and adjusted by the National Geodetic Survey in June 1991..
 QB1011
 QB1011.The geoid height was determined by GEOID03.
 QB1011
 QB1011.The dynamic height is computed by dividing the NAVD 88
 QB1011.geopotential number by the normal gravity value computed on the
 QB1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1011.degrees latitude (g = 980.6199 gals.).
 QB1011
 QB1011.The modeled gravity was interpolated from observed gravity values.
 QB1011
 QB1011;                    North         East    Units  Estimated Accuracy
 QB1011;SPC ID W     -   362,380.      777,040.      MT  (+/- 180 meters Scaled)
 QB1011
 QB1011                          SUPERSEDED SURVEY CONTROL
 QB1011
 QB1011  NGVD 29 (??/??/92) 1574.473  (m)         5165.58   (f) ADJ UNCH    2 0
 QB1011
 QB1011.Superseded values are not recommended for survey control.
 QB1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1011.See file dsdata.txt to determine how the superseded data were derived.
 QB1011
 QB1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK756754(NAD 83)
 QB1011_MARKER: DB = BENCH MARK DISK
 QB1011_SETTING: 66 = SET IN ROCK OUTCROP
 QB1011_SP_SET: GRANITE OUTCROP
 QB1011_STAMPING: J 187 1959
 QB1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1011+STABILITY: POSITION/ELEVATION WELL
 QB1011
 QB1011  HISTORY     - Date     Condition        Report By
 QB1011  HISTORY     - 1959     MONUMENTED       CGS
 QB1011
 QB1011                          STATION DESCRIPTION
 QB1011
 QB1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QB1011'3.95 MI NE FROM MCCALL.
 QB1011'3.95 MILES NORTH AND EAST ALONG AN ASPHALT AND GRAVEL ROAD FROM THE
 QB1011'JUNCTION OF STATE HIGHWAY 15 AT MCCALL, AT THE NORTHWEST EDGE OF
 QB1011'LITTLE PAYETTE LAKE, IN TOP OF A 10-BY 14-FOOT GRANITE OUTCROP WHICH
 QB1011'PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 39 FEET SOUTHEAST OF THE
 QB1011'CENTER LINE OF THE ROAD, 9 FEET EAST OF THE SOUTH ONE OF TWO WOODEN
 QB1011'POSTS SUPPORTING A LITTLE PAYETTE LAKE SIGN, 3.8 FEET NORTHEAST OF A
 QB1011'WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0436 ***********************************************************************
 QZ0436  DESIGNATION -  J 188
 QZ0436  PID         -  QZ0436
 QZ0436  STATE/COUNTY-  ID/VALLEY
 QZ0436  USGS QUAD   -  ENOS LAKE (1969)
 QZ0436
 QZ0436                         *CURRENT SURVEY CONTROL
 QZ0436  ___________________________________________________________________
 QZ0436* NAD 83(1986)-  45 04 04.     (N)    115 46 22.     (W)     SCALED    
 QZ0436* NAVD 88     -      1254.944  (meters)    4117.26   (feet)  ADJUSTED  
 QZ0436  ___________________________________________________________________
 QZ0436  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 QZ0436  DYNAMIC HT  -        1254.420 (meters)    4115.54  (feet)  COMP
 QZ0436  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 QZ0436
 QZ0436  VERT ORDER  -  SECOND    CLASS 0
 QZ0436
 QZ0436.The horizontal coordinates were scaled from a topographic map and have
 QZ0436.an estimated accuracy of +/- 6 seconds.
 QZ0436
 QZ0436.The orthometric height was determined by differential leveling
 QZ0436.and adjusted by the National Geodetic Survey in June 1991..
 QZ0436
 QZ0436.The geoid height was determined by GEOID03.
 QZ0436
 QZ0436.The dynamic height is computed by dividing the NAVD 88
 QZ0436.geopotential number by the normal gravity value computed on the
 QZ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0436.degrees latitude (g = 980.6199 gals.).
 QZ0436
 QZ0436.The modeled gravity was interpolated from observed gravity values.
 QZ0436
 QZ0436;                    North         East    Units  Estimated Accuracy
 QZ0436;SPC ID W     -   377,840.      798,210.      MT  (+/- 180 meters Scaled)
 QZ0436
 QZ0436                          SUPERSEDED SURVEY CONTROL
 QZ0436
 QZ0436  NGVD 29 (??/??/92) 1253.780  (m)         4113.44   (f) ADJ UNCH    2 0
 QZ0436
 QZ0436.Superseded values are not recommended for survey control.
 QZ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0436.See file dsdata.txt to determine how the superseded data were derived.
 QZ0436
 QZ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK966912(NAD 83)
 QZ0436_MARKER: DB = BENCH MARK DISK
 QZ0436_SETTING: 80 = SET IN A BOULDER
 QZ0436_SP_SET: BOULDER
 QZ0436_STAMPING: J 188 1959
 QZ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0436+STABILITY: SURFACE MOTION
 QZ0436
 QZ0436  HISTORY     - Date     Condition        Report By
 QZ0436  HISTORY     - 1959     MONUMENTED       CGS
 QZ0436  HISTORY     - 1983     GOOD             NGS
 QZ0436
 QZ0436                          STATION DESCRIPTION
 QZ0436
 QZ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0436'10.0 MI NW FROM KRASSEL RANGER STATION.
 QZ0436'4.65 MILES NORTH ALONG SOUTH FORK ROAD FROM KRASSEL RANGER STATION,
 QZ0436'THENCE 5.35 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.4 MILE WEST OF THE
 QZ0436'T JUNCTION OF SECESH ROAD LEADING SOUTH, ON THE OUTSIDE OF A LONG
 QZ0436'CURVE, IN TOP OF A 2 1/2-BY 5-FOOT EMBEDDED GRANITE BOULDER WHICH
 QZ0436'PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 51 FEET SOUTHWEST OF THE
 QZ0436'CENTER LINE OF THE ROAD, 6.9 FEET SOUTHWEST OF A WITNESS POST, AND
 QZ0436'ABOUT 1 FOOT LOWER THAN THE ROAD.
 QZ0436
 QZ0436                          STATION RECOVERY (1983)
 QZ0436
 QZ0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QZ0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0447 ***********************************************************************
 QZ0447  DESIGNATION -  J 189
 QZ0447  PID         -  QZ0447
 QZ0447  STATE/COUNTY-  ID/IDAHO
 QZ0447  USGS QUAD   -  VICTOR PEAK (1979)
 QZ0447
 QZ0447                         *CURRENT SURVEY CONTROL
 QZ0447  ___________________________________________________________________
 QZ0447* NAD 83(1986)-  45 11 56.     (N)    115 57 49.     (W)     SCALED    
 QZ0447* NAVD 88     -      1944.765  (meters)    6380.45   (feet)  ADJUSTED  
 QZ0447  ___________________________________________________________________
 QZ0447  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 QZ0447  DYNAMIC HT  -        1943.827 (meters)    6377.37  (feet)  COMP
 QZ0447  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 QZ0447
 QZ0447  VERT ORDER  -  SECOND    CLASS 0
 QZ0447
 QZ0447.The horizontal coordinates were scaled from a topographic map and have
 QZ0447.an estimated accuracy of +/- 6 seconds.
 QZ0447
 QZ0447.The orthometric height was determined by differential leveling
 QZ0447.and adjusted by the National Geodetic Survey in June 1991..
 QZ0447
 QZ0447.The geoid height was determined by GEOID03.
 QZ0447
 QZ0447.The dynamic height is computed by dividing the NAVD 88
 QZ0447.geopotential number by the normal gravity value computed on the
 QZ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0447.degrees latitude (g = 980.6199 gals.).
 QZ0447
 QZ0447.The modeled gravity was interpolated from observed gravity values.
 QZ0447
 QZ0447;                    North         East    Units  Estimated Accuracy
 QZ0447;SPC ID W     -   392,430.      783,220.      MT  (+/- 180 meters Scaled)
 QZ0447
 QZ0447                          SUPERSEDED SURVEY CONTROL
 QZ0447
 QZ0447  NGVD 29 (??/??/92) 1943.470  (m)         6376.20   (f) ADJ UNCH    2 0
 QZ0447
 QZ0447.Superseded values are not recommended for survey control.
 QZ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0447.See file dsdata.txt to determine how the superseded data were derived.
 QZ0447
 QZ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL814055(NAD 83)
 QZ0447_MARKER: DB = BENCH MARK DISK
 QZ0447_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0447_SP_SET: GRANITE OUTCROP
 QZ0447_STAMPING: J 189 1959
 QZ0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0447+STABILITY: POSITION/ELEVATION WELL
 QZ0447
 QZ0447  HISTORY     - Date     Condition        Report By
 QZ0447  HISTORY     - 1959     MONUMENTED       CGS
 QZ0447
 QZ0447                          STATION DESCRIPTION
 QZ0447
 QZ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0447'7.25 MI S FROM BURGDORF.
 QZ0447'7.25 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 QZ0447'AT BURGDORF, 108 FEET WEST OF THE CENTER OF THE JUNCTION OF A SHORT
 QZ0447'DIM ROAD LEADING NORTHWEST TO A SMALL CABIN, IN TOP OF A 4-BY 5-FOOT
 QZ0447'GRANITE OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 69 FEET
 QZ0447'NORTHWEST OF THE CENTER LINE OF THE ROAD, 105.4 FEET SOUTH-SOUTHWEST
 QZ0447'OF THE SOUTH CORNER OF THE CABIN, 4.3 FEET SOUTHEAST OF A WITNESS
 QZ0447'POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0402 ***********************************************************************
 PZ0402  DESIGNATION -  J 19
 PZ0402  PID         -  PZ0402
 PZ0402  STATE/COUNTY-  ID/LEMHI
 PZ0402  USGS QUAD   -  NICHOLIA (1987)
 PZ0402
 PZ0402                         *CURRENT SURVEY CONTROL
 PZ0402  ___________________________________________________________________
 PZ0402* NAD 83(1986)-  44 20 22.     (N)    113 02 59.     (W)     SCALED    
 PZ0402* NAVD 88     -      2048.821  (meters)    6721.84   (feet)  ADJUSTED  
 PZ0402  ___________________________________________________________________
 PZ0402  GEOID HEIGHT-         -10.65  (meters)                     GEOID03
 PZ0402  DYNAMIC HT  -        2047.568 (meters)    6717.73  (feet)  COMP
 PZ0402  MODELED GRAV-     979,933.3   (mgal)                       NAVD 88
 PZ0402
 PZ0402  VERT ORDER  -  SECOND    CLASS 0
 PZ0402
 PZ0402.The horizontal coordinates were scaled from a topographic map and have
 PZ0402.an estimated accuracy of +/- 6 seconds.
 PZ0402
 PZ0402.The orthometric height was determined by differential leveling
 PZ0402.and adjusted by the National Geodetic Survey in June 1991..
 PZ0402
 PZ0402.The geoid height was determined by GEOID03.
 PZ0402
 PZ0402.The dynamic height is computed by dividing the NAVD 88
 PZ0402.geopotential number by the normal gravity value computed on the
 PZ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0402.degrees latitude (g = 980.6199 gals.).
 PZ0402
 PZ0402.The modeled gravity was interpolated from observed gravity values.
 PZ0402
 PZ0402;                    North         East    Units  Estimated Accuracy
 PZ0402;SPC ID C     -   297,350.      575,780.      MT  (+/- 180 meters Scaled)
 PZ0402
 PZ0402                          SUPERSEDED SURVEY CONTROL
 PZ0402
 PZ0402  NGVD 29 (??/??/92) 2047.427  (m)         6717.27   (f) ADJ UNCH    2 0
 PZ0402
 PZ0402.Superseded values are not recommended for survey control.
 PZ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0402.See file dsdata.txt to determine how the superseded data were derived.
 PZ0402
 PZ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ366116(NAD 83)
 PZ0402_MARKER: DB = BENCH MARK DISK
 PZ0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0402_STAMPING: J 19 1929
 PZ0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0402+STABILITY: SURFACE MOTION
 PZ0402
 PZ0402  HISTORY     - Date     Condition        Report By
 PZ0402  HISTORY     - 1929     MONUMENTED       USGS
 PZ0402
 PZ0402                          STATION DESCRIPTION
 PZ0402
 PZ0402'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0402'1.8 MI N FROM NICHOLIA.
 PZ0402'ABOUT 1.8 MILES NORTH ALONG THE GILMORE-KAUFMAN ROAD FROM NICHOLIA
 PZ0402'(NICHOLS RANCH), LEMHI COUNTY, ABOUT 9.9 MILES SOUTHEAST ALONG THE
 PZ0402'HAHN-DUBOIS ROAD FROM HAHN, ABOUT 1,200 FEET WEST OF WILLOW CREEK, AND
 PZ0402'20 FEET SOUTH OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PZ0402'DISK, STAMPED J 19 1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0224 ***********************************************************************
 OX0224  DESIGNATION -  J 19
 OX0224  PID         -  OX0224
 OX0224  STATE/COUNTY-  ID/TETON
 OX0224  USGS QUAD   -  FOURTH OF JULY PEAK (1978)
 OX0224
 OX0224                         *CURRENT SURVEY CONTROL
 OX0224  ___________________________________________________________________
 OX0224* NAD 83(1986)-  43 34 18.     (N)    111 12 58.     (W)     SCALED    
 OX0224* NAVD 88     -      2062.836  (meters)    6767.82   (feet)  ADJUSTED  
 OX0224  ___________________________________________________________________
 OX0224  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 OX0224  DYNAMIC HT  -        2061.505 (meters)    6763.45  (feet)  COMP
 OX0224  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 OX0224
 OX0224  VERT ORDER  -  FIRST     CLASS II
 OX0224
 OX0224.The horizontal coordinates were scaled from a topographic map and have
 OX0224.an estimated accuracy of +/- 6 seconds.
 OX0224
 OX0224.The orthometric height was determined by differential leveling
 OX0224.and adjusted by the National Geodetic Survey in June 1991..
 OX0224
 OX0224.The geoid height was determined by GEOID03.
 OX0224
 OX0224.The dynamic height is computed by dividing the NAVD 88
 OX0224.geopotential number by the normal gravity value computed on the
 OX0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0224.degrees latitude (g = 980.6199 gals.).
 OX0224
 OX0224.The modeled gravity was interpolated from observed gravity values.
 OX0224
 OX0224;                    North         East    Units  Estimated Accuracy
 OX0224;SPC ID E     -   212,050.      276,780.      MT  (+/- 180 meters Scaled)
 OX0224
 OX0224                          SUPERSEDED SURVEY CONTROL
 OX0224
 OX0224  NGVD 29 (??/??/92) 2061.570  (m)         6763.67   (f) ADJ UNCH    1 2
 OX0224
 OX0224.Superseded values are not recommended for survey control.
 OX0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0224.See file dsdata.txt to determine how the superseded data were derived.
 OX0224
 OX0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP825243(NAD 83)
 OX0224_MARKER: DB = BENCH MARK DISK
 OX0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0224_STAMPING: J 19 1934
 OX0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0224+STABILITY: SURFACE MOTION
 OX0224
 OX0224  HISTORY     - Date     Condition        Report By
 OX0224  HISTORY     - 1934     MONUMENTED       CGS
 OX0224  HISTORY     - 1943     GOOD             NGS
 OX0224  HISTORY     - 1974     MARK NOT FOUND   USGS
 OX0224  HISTORY     - 19960601 MARK NOT FOUND   IDTD
 OX0224  HISTORY     - 20001010 MARK NOT FOUND   IDTD
 OX0224
 OX0224                          STATION DESCRIPTION
 OX0224
 OX0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OX0224'6.7 MI SW FROM VICTOR.
 OX0224'6.7 MILES SOUTHWEST ALONG STATE HIGHWAY 31 FROM VICTOR, TETON COUNTY,
 OX0224'AT PINE CREEK PASS, AT THE TOP OF THE GRADE, 30.3 FEET NORTH THE
 OX0224'CENTERLINE OF THE HIGHWAY, AND 4.5 FEET HIGHER THAN THE HIGHWAY.
 OX0224
 OX0224                          STATION RECOVERY (1974)
 OX0224
 OX0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0224'MARK NOT FOUND.
 OX0224
 OX0224                          STATION RECOVERY (1996)
 OX0224
 OX0224'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1996 (GDJ)
 OX0224'MARK NOT FOUND.
 OX0224
 OX0224                          STATION RECOVERY (2000)
 OX0224
 OX0224'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 OX0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0944 ***********************************************************************
 RA0944  DESIGNATION -  J 190
 RA0944  PID         -  RA0944
 RA0944  STATE/COUNTY-  ID/IDAHO
 RA0944  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0944
 RA0944                         *CURRENT SURVEY CONTROL
 RA0944  ___________________________________________________________________
 RA0944* NAD 83(1986)-  45 24 24.     (N)    116 00 49.     (W)     SCALED    
 RA0944* NAVD 88     -      1378.857  (meters)    4523.80   (feet)  ADJUSTED  
 RA0944  ___________________________________________________________________
 RA0944  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 RA0944  DYNAMIC HT  -        1378.441 (meters)    4522.44  (feet)  COMP
 RA0944  MODELED GRAV-     980,265.6   (mgal)                       NAVD 88
 RA0944
 RA0944  VERT ORDER  -  SECOND    CLASS 0
 RA0944
 RA0944.The horizontal coordinates were scaled from a topographic map and have
 RA0944.an estimated accuracy of +/- 6 seconds.
 RA0944
 RA0944.The orthometric height was determined by differential leveling
 RA0944.and adjusted by the National Geodetic Survey in June 1991..
 RA0944
 RA0944.The geoid height was determined by GEOID03.
 RA0944
 RA0944.The dynamic height is computed by dividing the NAVD 88
 RA0944.geopotential number by the normal gravity value computed on the
 RA0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0944.degrees latitude (g = 980.6199 gals.).
 RA0944
 RA0944.The modeled gravity was interpolated from observed gravity values.
 RA0944
 RA0944;                    North         East    Units  Estimated Accuracy
 RA0944;SPC ID W     -   415,530.      779,360.      MT  (+/- 180 meters Scaled)
 RA0944
 RA0944                          SUPERSEDED SURVEY CONTROL
 RA0944
 RA0944  NGVD 29 (??/??/92) 1377.780  (m)         4520.27   (f) ADJ UNCH    2 0
 RA0944
 RA0944.Superseded values are not recommended for survey control.
 RA0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0944.See file dsdata.txt to determine how the superseded data were derived.
 RA0944
 RA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL771286(NAD 83)
 RA0944_MARKER: DB = BENCH MARK DISK
 RA0944_SETTING: 66 = SET IN ROCK OUTCROP
 RA0944_SP_SET: GRANITE OUTCROP
 RA0944_STAMPING: J 190 1959
 RA0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0944+STABILITY: POSITION/ELEVATION WELL
 RA0944
 RA0944  HISTORY     - Date     Condition        Report By
 RA0944  HISTORY     - 1959     MONUMENTED       CGS
 RA0944
 RA0944                          STATION DESCRIPTION
 RA0944
 RA0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0944'8.1 MI S FROM FRENCH CREEK.
 RA0944'8.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ABANDONED LODGE AT FRENCH
 RA0944'CREEK, 0.3 MILE NORTH OF THE T JUNCTION OF A TRACK ROAD EAST, IN TOP
 RA0944'OF A LEDGE OF GRANITE OUTCROP IN THE WEST FACE OF A CUT BANK, 8 FEET
 RA0944'EAST OF THE CENTER LINE OF THE ROAD, 15.0 FEET WEST OF A WITNESS POST,
 RA0944'AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0489 ***********************************************************************
 OX0489  DESIGNATION -  J 20
 OX0489  PID         -  OX0489
 OX0489  STATE/COUNTY-  ID/BONNEVILLE
 OX0489  USGS QUAD   -  UCON (1979)
 OX0489
 OX0489                         *CURRENT SURVEY CONTROL
 OX0489  ___________________________________________________________________
 OX0489* NAD 83(1986)-  43 33 17.     (N)    111 55 02.     (W)     SCALED    
 OX0489* NAVD 88     -      1471.728  (meters)    4828.49   (feet)  ADJUSTED  
 OX0489  ___________________________________________________________________
 OX0489  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 OX0489  DYNAMIC HT  -        1470.948 (meters)    4825.94  (feet)  COMP
 OX0489  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 OX0489
 OX0489  VERT ORDER  -  FIRST     CLASS II
 OX0489
 OX0489.The horizontal coordinates were scaled from a topographic map and have
 OX0489.an estimated accuracy of +/- 6 seconds.
 OX0489
 OX0489.The orthometric height was determined by differential leveling
 OX0489.and adjusted by the National Geodetic Survey in June 1991..
 OX0489
 OX0489.The geoid height was determined by GEOID03.
 OX0489
 OX0489.The dynamic height is computed by dividing the NAVD 88
 OX0489.geopotential number by the normal gravity value computed on the
 OX0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0489.degrees latitude (g = 980.6199 gals.).
 OX0489
 OX0489.The modeled gravity was interpolated from observed gravity values.
 OX0489
 OX0489;                    North         East    Units  Estimated Accuracy
 OX0489;SPC ID E     -   209,750.      220,160.      MT  (+/- 180 meters Scaled)
 OX0489
 OX0489                          SUPERSEDED SURVEY CONTROL
 OX0489
 OX0489  NGVD 29 (??/??/92) 1470.636  (m)         4824.91   (f) ADJ UNCH    1 2
 OX0489
 OX0489.Superseded values are not recommended for survey control.
 OX0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0489.See file dsdata.txt to determine how the superseded data were derived.
 OX0489
 OX0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP259228(NAD 83)
 OX0489_MARKER: DB = BENCH MARK DISK
 OX0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0489_STAMPING: J 20 1934
 OX0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0489+STABILITY: SURFACE MOTION
 OX0489
 OX0489  HISTORY     - Date     Condition        Report By
 OX0489  HISTORY     - 1934     MONUMENTED       CGS
 OX0489  HISTORY     - 19990601 MARK NOT FOUND   IDTD
 OX0489
 OX0489                          STATION DESCRIPTION
 OX0489
 OX0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0489'9.1 MI SW FROM RIRIE.
 OX0489'9.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM RIRIE,
 OX0489'FBONNEVILLE COUNTY, 1.9 MILES NORTHEAST OF IONA, AT MILEAGE 7.29, 85.7
 OX0489'FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 48.2 FEET EAST OF THE
 OX0489'EAST RAIL, 34 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 13 FEET
 OX0489'NORTHEAST OF THE SOUTHWEST CORNER OF A FENCE.  A STANDARD DISK,
 OX0489'STAMPED J 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0489
 OX0489                          STATION RECOVERY (1999)
 OX0489
 OX0489'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OX0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0405 ***********************************************************************
 PZ0405  DESIGNATION -  J 20
 PZ0405  PID         -  PZ0405
 PZ0405  STATE/COUNTY-  ID/LEMHI
 PZ0405  USGS QUAD   -  NICHOLIA (1987)
 PZ0405
 PZ0405                         *CURRENT SURVEY CONTROL
 PZ0405  ___________________________________________________________________
 PZ0405* NAD 83(1986)-  44 18 25.     (N)    113 01 14.     (W)     SCALED    
 PZ0405* NAVD 88     -      2024.467  (meters)    6641.94   (feet)  ADJUSTED  
 PZ0405  ___________________________________________________________________
 PZ0405  GEOID HEIGHT-         -10.59  (meters)                     GEOID03
 PZ0405  DYNAMIC HT  -        2023.231 (meters)    6637.88  (feet)  COMP
 PZ0405  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 PZ0405
 PZ0405  VERT ORDER  -  SECOND    CLASS 0
 PZ0405
 PZ0405.The horizontal coordinates were scaled from a topographic map and have
 PZ0405.an estimated accuracy of +/- 6 seconds.
 PZ0405
 PZ0405.The orthometric height was determined by differential leveling
 PZ0405.and adjusted by the National Geodetic Survey in June 1991..
 PZ0405
 PZ0405.The geoid height was determined by GEOID03.
 PZ0405
 PZ0405.The dynamic height is computed by dividing the NAVD 88
 PZ0405.geopotential number by the normal gravity value computed on the
 PZ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0405.degrees latitude (g = 980.6199 gals.).
 PZ0405
 PZ0405.The modeled gravity was interpolated from observed gravity values.
 PZ0405
 PZ0405;                    North         East    Units  Estimated Accuracy
 PZ0405;SPC ID C     -   293,770.      578,150.      MT  (+/- 180 meters Scaled)
 PZ0405
 PZ0405                          SUPERSEDED SURVEY CONTROL
 PZ0405
 PZ0405  NGVD 29 (??/??/92) 2023.080  (m)         6637.39   (f) ADJ UNCH    2 0
 PZ0405
 PZ0405.Superseded values are not recommended for survey control.
 PZ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0405.See file dsdata.txt to determine how the superseded data were derived.
 PZ0405
 PZ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ388079(NAD 83)
 PZ0405_MARKER: DD = SURVEY DISK
 PZ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0405_STAMPING: J 20 1929
 PZ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0405+STABILITY: SURFACE MOTION
 PZ0405
 PZ0405  HISTORY     - Date     Condition        Report By
 PZ0405  HISTORY     - 1929     MONUMENTED       USGS
 PZ0405
 PZ0405                          STATION DESCRIPTION
 PZ0405
 PZ0405'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0405'1.3 MI S FROM NICHOLIA.
 PZ0405'ABOUT 1.3 MILES SOUTH ALONG THE GILMORE-KAUFMAN ROAD FROM NICHOLIA
 PZ0405'(NICHOLS RANCH), LEMHI COUNTY, ABOUT 11.9 MILES SOUTHEAST ALONG THE
 PZ0405'HAHN-DUBOIS ROAD FROM HAHN, ABOUT 1,300 FEET SOUTH OF THE RANCH, ABOUT
 PZ0405'50 FEET WEST OF A FENCE POST PAINTED U.S.G.S.P.B.M. 6625, AND ABOUT 30
 PZ0405'FEET EAST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PZ0405'DISK, STAMPED J 20 1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0647 ***********************************************************************
 RY0647  DESIGNATION -  J 201
 RY0647  PID         -  RY0647
 RY0647  STATE/COUNTY-  ID/CLEARWATER
 RY0647  USGS QUAD   -  JAYPE (1994)
 RY0647
 RY0647                         *CURRENT SURVEY CONTROL
 RY0647  ___________________________________________________________________
 RY0647* NAD 83(1986)-  46 37 12.     (N)    115 48 31.     (W)     SCALED    
 RY0647* NAVD 88     -       986.324  (meters)    3235.96   (feet)  ADJUSTED  
 RY0647  ___________________________________________________________________
 RY0647  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 RY0647  DYNAMIC HT  -         986.189 (meters)    3235.52  (feet)  COMP
 RY0647  MODELED GRAV-     980,443.0   (mgal)                       NAVD 88
 RY0647
 RY0647  VERT ORDER  -  SECOND    CLASS 0
 RY0647
 RY0647.The horizontal coordinates were scaled from a topographic map and have
 RY0647.an estimated accuracy of +/- 6 seconds.
 RY0647
 RY0647.The orthometric height was determined by differential leveling
 RY0647.and adjusted by the National Geodetic Survey in June 1991..
 RY0647
 RY0647.The geoid height was determined by GEOID03.
 RY0647
 RY0647.The dynamic height is computed by dividing the NAVD 88
 RY0647.geopotential number by the normal gravity value computed on the
 RY0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0647.degrees latitude (g = 980.6199 gals.).
 RY0647
 RY0647.The modeled gravity was interpolated from observed gravity values.
 RY0647
 RY0647;                    North         East    Units  Estimated Accuracy
 RY0647;SPC ID W     -   550,360.      795,510.      MT  (+/- 180 meters Scaled)
 RY0647
 RY0647                          SUPERSEDED SURVEY CONTROL
 RY0647
 RY0647  NGVD 29 (??/??/92)  985.188  (m)         3232.24   (f) ADJ UNCH    2 0
 RY0647
 RY0647.Superseded values are not recommended for survey control.
 RY0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0647.See file dsdata.txt to determine how the superseded data were derived.
 RY0647
 RY0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM912636(NAD 83)
 RY0647_MARKER: DB = BENCH MARK DISK
 RY0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0647_SP_SET: BRIDGE
 RY0647_STAMPING: J 201 1959
 RY0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0647
 RY0647  HISTORY     - Date     Condition        Report By
 RY0647  HISTORY     - 1959     MONUMENTED       CGS
 RY0647
 RY0647                          STATION DESCRIPTION
 RY0647
 RY0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0647'0.9 MI S FROM HEADQUARTERS.
 RY0647'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RY0647'HEADQUARTERS, AT A CONCRETE BRIDGE, IN THE TOP OF THE NORTHEAST END OF
 RY0647'THE SOUTHEAST CONCRETE HEADWALL, 17 FEET SOUTHEAST OF THE CENTER LINE
 RY0647'OF THE HIGHWAY, AND 0.7 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 RY0647'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0650 ***********************************************************************
 RY0650  DESIGNATION -  J 202
 RY0650  PID         -  RY0650
 RY0650  STATE/COUNTY-  ID/CLEARWATER
 RY0650  USGS QUAD   -  HEADQUARTERS (1994)
 RY0650
 RY0650                         *CURRENT SURVEY CONTROL
 RY0650  ___________________________________________________________________
 RY0650* NAD 83(1986)-  46 39 11.     (N)    115 49 28.     (W)     SCALED    
 RY0650* NAVD 88     -       951.967  (meters)    3123.25   (feet)  ADJUSTED  
 RY0650  ___________________________________________________________________
 RY0650  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 RY0650  DYNAMIC HT  -         951.853 (meters)    3122.87  (feet)  COMP
 RY0650  MODELED GRAV-     980,462.5   (mgal)                       NAVD 88
 RY0650
 RY0650  VERT ORDER  -  SECOND    CLASS 0
 RY0650
 RY0650.The horizontal coordinates were scaled from a topographic map and have
 RY0650.an estimated accuracy of +/- 6 seconds.
 RY0650
 RY0650.The orthometric height was determined by differential leveling
 RY0650.and adjusted by the National Geodetic Survey in June 1991..
 RY0650
 RY0650.The geoid height was determined by GEOID03.
 RY0650
 RY0650.The dynamic height is computed by dividing the NAVD 88
 RY0650.geopotential number by the normal gravity value computed on the
 RY0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0650.degrees latitude (g = 980.6199 gals.).
 RY0650
 RY0650.The modeled gravity was interpolated from observed gravity values.
 RY0650
 RY0650;                    North         East    Units  Estimated Accuracy
 RY0650;SPC ID W     -   554,030.      794,300.      MT  (+/- 180 meters Scaled)
 RY0650
 RY0650                          SUPERSEDED SURVEY CONTROL
 RY0650
 RY0650  NGVD 29 (??/??/92)  950.847  (m)         3119.57   (f) ADJ UNCH    2 0
 RY0650
 RY0650.Superseded values are not recommended for survey control.
 RY0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0650.See file dsdata.txt to determine how the superseded data were derived.
 RY0650
 RY0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM899672(NAD 83)
 RY0650_MARKER: DB = BENCH MARK DISK
 RY0650_SETTING: 80 = SET IN A BOULDER
 RY0650_STAMPING: J 202 1959
 RY0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0650+STABILITY: SURFACE MOTION
 RY0650
 RY0650  HISTORY     - Date     Condition        Report By
 RY0650  HISTORY     - 1959     MONUMENTED       CGS
 RY0650
 RY0650                          STATION DESCRIPTION
 RY0650
 RY0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0650'2.75 MI N FROM HEADQUARTERS.
 RY0650'ABOUT 2.75 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0650'OFFICE AT HEADQUARTERS, 0.35 MILE SOUTH OF ALLANS SIDING SIGN, AT THE
 RY0650'BOTTOM OF A SLOPE, ON THE OUTSIDE OF A CURVE, IN THE TOP OF A 4- BY
 RY0650'4-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 22 FEET
 RY0650'EAST OF THE CENTER LINE OF THE ROAD, 59 FEET NORTH OF THE EAST END OF
 RY0650'A 12-INCH PIPE CULVERT, 3.8 FEET EAST OF A WITNESS POST, AND ABOUT 1
 RY0650'FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0100 ***********************************************************************
 RZ0100  DESIGNATION -  J 203
 RZ0100  PID         -  RZ0100
 RZ0100  STATE/COUNTY-  ID/CLEARWATER
 RZ0100  USGS QUAD   -  DENT (1994)
 RZ0100
 RZ0100                         *CURRENT SURVEY CONTROL
 RZ0100  ___________________________________________________________________
 RZ0100* NAD 83(1986)-  46 36 15.     (N)    116 10 55.     (W)     SCALED    
 RZ0100* NAVD 88     -       353.595  (meters)    1160.09   (feet)  ADJUSTED  
 RZ0100  ___________________________________________________________________
 RZ0100  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 RZ0100  DYNAMIC HT  -         353.561 (meters)    1159.97  (feet)  COMP
 RZ0100  MODELED GRAV-     980,509.9   (mgal)                       NAVD 88
 RZ0100
 RZ0100  VERT ORDER  -  SECOND    CLASS 0
 RZ0100
 RZ0100.The horizontal coordinates were scaled from a topographic map and have
 RZ0100.an estimated accuracy of +/- 6 seconds.
 RZ0100
 RZ0100.The orthometric height was determined by differential leveling
 RZ0100.and adjusted by the National Geodetic Survey in June 1991..
 RZ0100
 RZ0100.The geoid height was determined by GEOID03.
 RZ0100
 RZ0100.The dynamic height is computed by dividing the NAVD 88
 RZ0100.geopotential number by the normal gravity value computed on the
 RZ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0100.degrees latitude (g = 980.6199 gals.).
 RZ0100
 RZ0100.The modeled gravity was interpolated from observed gravity values.
 RZ0100
 RZ0100;                    North         East    Units  Estimated Accuracy
 RZ0100;SPC ID W     -   548,680.      766,910.      MT  (+/- 180 meters Scaled)
 RZ0100
 RZ0100                          SUPERSEDED SURVEY CONTROL
 RZ0100
 RZ0100  NGVD 29 (??/??/92)  352.518  (m)         1156.55   (f) ADJ UNCH    2 0
 RZ0100
 RZ0100.Superseded values are not recommended for survey control.
 RZ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0100.See file dsdata.txt to determine how the superseded data were derived.
 RZ0100
 RZ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM626615(NAD 83)
 RZ0100_MARKER: DB = BENCH MARK DISK
 RZ0100_SETTING: 80 = SET IN A BOULDER
 RZ0100_STAMPING: J 203 1959
 RZ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0100+STABILITY: SURFACE MOTION
 RZ0100
 RZ0100  HISTORY     - Date     Condition        Report By
 RZ0100  HISTORY     - 1959     MONUMENTED       CGS
 RZ0100
 RZ0100                          STATION DESCRIPTION
 RZ0100
 RZ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RZ0100'15.3 MI NE FROM AHSAHKA.
 RZ0100'ABOUT 15.3 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RZ0100'FROM THE RIVER BRIDGE AT AHSAHKA, AT THE FOOT OF A ROCK CLIFF ON THE
 RZ0100'NORTH SIDE OF THE RIVER, IN THE TOP OF A 14- BY 16-FOOT BOULDER
 RZ0100'(BOULDER IS PARTLY SUBMERGED IN THE RIVER), 20 FEET SOUTH OF THE
 RZ0100'TRAIL, AND ABOUT 2 FEET LOWER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0675 ***********************************************************************
 RY0675  DESIGNATION -  J 204
 RY0675  PID         -  RY0675
 RY0675  STATE/COUNTY-  ID/CLEARWATER
 RY0675  USGS QUAD   -  TOWNSHIP BUTTE (1994)
 RY0675
 RY0675                         *CURRENT SURVEY CONTROL
 RY0675  ___________________________________________________________________
 RY0675* NAD 83(1986)-  46 48 53.     (N)    115 52 56.     (W)     SCALED    
 RY0675* NAVD 88     -       841.747  (meters)    2761.63   (feet)  ADJUSTED  
 RY0675  ___________________________________________________________________
 RY0675  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 RY0675  DYNAMIC HT  -         841.620 (meters)    2761.21  (feet)  COMP
 RY0675  MODELED GRAV-     980,436.2   (mgal)                       NAVD 88
 RY0675
 RY0675  VERT ORDER  -  SECOND    CLASS 0
 RY0675
 RY0675.The horizontal coordinates were scaled from a topographic map and have
 RY0675.an estimated accuracy of +/- 6 seconds.
 RY0675
 RY0675.The orthometric height was determined by differential leveling
 RY0675.and adjusted by the National Geodetic Survey in June 1991..
 RY0675
 RY0675.The geoid height was determined by GEOID03.
 RY0675
 RY0675.The dynamic height is computed by dividing the NAVD 88
 RY0675.geopotential number by the normal gravity value computed on the
 RY0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0675.degrees latitude (g = 980.6199 gals.).
 RY0675
 RY0675.The modeled gravity was interpolated from observed gravity values.
 RY0675
 RY0675;                    North         East    Units  Estimated Accuracy
 RY0675;SPC ID W     -   572,010.      789,910.      MT  (+/- 180 meters Scaled)
 RY0675
 RY0675                          SUPERSEDED SURVEY CONTROL
 RY0675
 RY0675  NGVD 29 (??/??/92)  840.588  (m)         2757.83   (f) ADJ UNCH    2 0
 RY0675
 RY0675.Superseded values are not recommended for survey control.
 RY0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0675.See file dsdata.txt to determine how the superseded data were derived.
 RY0675
 RY0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM852851(NAD 83)
 RY0675_MARKER: DB = BENCH MARK DISK
 RY0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0675_STAMPING: J 204 1959
 RY0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0675+STABILITY: SURFACE MOTION
 RY0675
 RY0675  HISTORY     - Date     Condition        Report By
 RY0675  HISTORY     - 1959     MONUMENTED       CGS
 RY0675  HISTORY     - 1978     GOOD             NGS
 RY0675
 RY0675                          STATION DESCRIPTION
 RY0675
 RY0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0675'23.2 MI N FROM HEADQUARTERS.
 RY0675'23.2 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST OFFICE
 RY0675'AT HEADQUARTERS, AT THE SOUTH END OF A U CURVE, 45 FEET EAST OF THE
 RY0675'CENTER LINE OF THE ROAD, 28 FEET SOUTHWEST OF A PINE TREE BEARING THE
 RY0675'PAINTED LETTERS USBM 2765.0, 1.6 FEET EAST OF A WITNESS POST, ABOUT 1
 RY0675'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RY0675'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RY0675
 RY0675                          STATION RECOVERY (1978)
 RY0675
 RY0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RY0675'REACHED FROM THE HEADQUARTERS POST OFFICE BY GOING NORTH ON THE
 RY0675'MACADAM ROAD FOR 8.5 MILES TO A FORK, TAKE THE LEFT FORK, AND GO
 RY0675'NORTHWEST ON THE DIRT ROAD FOR 0.45 MILE TO A FORK, RIGHT FORK TO
 RY0675'BERTHA HILL LOOKOUT, TAKE THE LEFT FORK STRAIGHT AHEAD FOR 3.4 MILES
 RY0675'TO A T ROAD JUNCTION WITH A GRAVEL ROAD, TURN RIGHT, AND GO NORTHWEST
 RY0675'ON THE GRAVELED ROAD FOR 2.2 MILES TO A ROAD JUNCTION AT TOWNSHIP
 RY0675'SADDLE, TURN LEFT, AND GO NORTHWEST, DOWN-GRADE FOR 4.6 MILES TO AN
 RY0675'ABANDONED RANCH SITE, CONTINUE NORTHWEST ON THE DIRT ROAD, UPHILL,
 RY0675'FOR 1.4 MILES TO ARMSTRONG SUMMIT, CONTINUE NORTHERLY FOR 2.8 MILES
 RY0675'TO THE MARK ON THE RIGHT, ON THE OUTSIDE OF A CURVE, 0.3 MILE NORTH
 RY0675'OF WHERE THE ROAD PASSES THRU A THRU CUT, 57 FEET EAST OF THE ROAD,
 RY0675'WHERE ROAD CURVES FROM NORTH TO WEST, 30 FEET SOUTH-SOUTHWEST OF AN
 RY0675'OLD SNAG 30 FEET HIGH, AND 4-FEET IN DIAMETER, AND 1-FOOT HIGHER THAN
 RY0675'THE ROAD SET IN A CONCRETE POST THAT IS FLUSH. NOTE-- ROAD
 RY0675'CONSTRUCTION IN THE AREA MAY CAUSE MILEAGE TO VARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0196 ***********************************************************************
 PZ0196  DESIGNATION -  J 21
 PZ0196  PID         -  PZ0196
 PZ0196  STATE/COUNTY-  ID/LEMHI
 PZ0196  USGS QUAD   -  ITALIAN CANYON (1987)
 PZ0196
 PZ0196                         *CURRENT SURVEY CONTROL
 PZ0196  ___________________________________________________________________
 PZ0196* NAD 83(1986)-  44 16 07.     (N)    112 59 48.     (W)     SCALED    
 PZ0196* NAVD 88     -      1998.548  (meters)    6556.90   (feet)  ADJUSTED  
 PZ0196  ___________________________________________________________________
 PZ0196  GEOID HEIGHT-         -10.58  (meters)                     GEOID03
 PZ0196  DYNAMIC HT  -        1997.334 (meters)    6552.92  (feet)  COMP
 PZ0196  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 PZ0196
 PZ0196  VERT ORDER  -  SECOND    CLASS 0
 PZ0196
 PZ0196.The horizontal coordinates were scaled from a topographic map and have
 PZ0196.an estimated accuracy of +/- 6 seconds.
 PZ0196
 PZ0196.The orthometric height was determined by differential leveling
 PZ0196.and adjusted by the National Geodetic Survey in June 1991..
 PZ0196
 PZ0196.The geoid height was determined by GEOID03.
 PZ0196
 PZ0196.The dynamic height is computed by dividing the NAVD 88
 PZ0196.geopotential number by the normal gravity value computed on the
 PZ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0196.degrees latitude (g = 980.6199 gals.).
 PZ0196
 PZ0196.The modeled gravity was interpolated from observed gravity values.
 PZ0196
 PZ0196;                    North         East    Units  Estimated Accuracy
 PZ0196;SPC ID C     -   289,530.      580,110.      MT  (+/- 180 meters Scaled)
 PZ0196
 PZ0196                          SUPERSEDED SURVEY CONTROL
 PZ0196
 PZ0196  NGVD 29 (??/??/92) 1997.170  (m)         6552.38   (f) ADJ UNCH    2 0
 PZ0196
 PZ0196.Superseded values are not recommended for survey control.
 PZ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0196.See file dsdata.txt to determine how the superseded data were derived.
 PZ0196
 PZ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ406036(NAD 83)
 PZ0196_MARKER: DB = BENCH MARK DISK
 PZ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0196_STAMPING: J 21 1929
 PZ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0196+STABILITY: SURFACE MOTION
 PZ0196
 PZ0196  HISTORY     - Date     Condition        Report By
 PZ0196  HISTORY     - 1929     MONUMENTED       USGS
 PZ0196  HISTORY     - 19990601 GOOD             IDTD
 PZ0196
 PZ0196                          STATION DESCRIPTION
 PZ0196
 PZ0196'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0196'4.2 MI SE FROM NICHOLIA.
 PZ0196'ABOUT 4.2 MILES SOUTHEAST ALONG THE GILMORE-KAUFMAN ROAD FROM NICHOLIA
 PZ0196'(NICHOLS RANCH), LEMHI COUNTY, ABOUT 14.9 MILES SOUTHEAST ALONG THE
 PZ0196'HAHN-DUBOIS ROAD FROM HAHN, ABOUT 1 MILE WEST OF THE POST OFFICE AT
 PZ0196'RENO, ABOUT 800 FEET SOUTH OF THE OLD HORSE CORRALS, ABOUT 60 FEET
 PZ0196'WEST OF A FENCE POST PAINTED U.S.G.S.P.B.M. 6540, AT THE FAN FROM A
 PZ0196'WASH, AND ABOUT 40 FEET WEST OF THE ROAD.  A UNITED STATES GEOLOGICAL
 PZ0196'SURVEY STANDARD DISK, STAMPED J 21 1929 AND SET IN THE TOP OF A
 PZ0196'CONCRETE POST.
 PZ0196
 PZ0196                          STATION RECOVERY (1999)
 PZ0196
 PZ0196'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0196'FROM THE SH-28, SH-22 JUNC., GO NW ON SH-28 33.66 KM TO A BIRCH CREEK
 PZ0196'BRIDGE, CONTINUE 4.929 KM TO MP 54.583. TURN LT (W), THROUGH GATE FOR
 PZ0196'160 M SW TO FENCE CORNER, TURN LT (S-SE) ON DIRT ROAD AND GO 116 M TO
 PZ0196'MARK ON RT.  AT GULLEY MOUTH, ON ALLUVIAL FAN TOP. 12.5 M SW OF DIRT
 PZ0196'ROAD CENTER, 11.0 M SE OF SE OUTCROP FACE, 0.7 M E OF WP.  BLM LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0273 ***********************************************************************
 RY0273  DESIGNATION -  J 216
 RY0273  PID         -  RY0273
 RY0273  STATE/COUNTY-  ID/IDAHO
 RY0273  USGS QUAD   -  WEITAS BUTTE (1994)
 RY0273
 RY0273                         *CURRENT SURVEY CONTROL
 RY0273  ___________________________________________________________________
 RY0273* NAD 83(1986)-  46 25 13.     (N)    115 27 29.     (W)     SCALED    
 RY0273* NAVD 88     -      1717.252  (meters)    5634.02   (feet)  ADJUSTED  
 RY0273  ___________________________________________________________________
 RY0273  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 RY0273  DYNAMIC HT  -        1716.728 (meters)    5632.30  (feet)  COMP
 RY0273  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 RY0273
 RY0273  VERT ORDER  -  FIRST     CLASS II
 RY0273
 RY0273.The horizontal coordinates were scaled from a topographic map and have
 RY0273.an estimated accuracy of +/- 6 seconds.
 RY0273
 RY0273.The orthometric height was determined by differential leveling
 RY0273.and adjusted by the National Geodetic Survey in June 1991..
 RY0273
 RY0273.The geoid height was determined by GEOID03.
 RY0273
 RY0273.The dynamic height is computed by dividing the NAVD 88
 RY0273.geopotential number by the normal gravity value computed on the
 RY0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0273.degrees latitude (g = 980.6199 gals.).
 RY0273
 RY0273.The modeled gravity was interpolated from observed gravity values.
 RY0273
 RY0273;                    North         East    Units  Estimated Accuracy
 RY0273;SPC ID W     -   528,200.      822,440.      MT  (+/- 180 meters Scaled)
 RY0273
 RY0273                          SUPERSEDED SURVEY CONTROL
 RY0273
 RY0273  NGVD 29 (??/??/92) 1715.966  (m)         5629.80   (f) ADJ UNCH    1 2
 RY0273
 RY0273.Superseded values are not recommended for survey control.
 RY0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0273.See file dsdata.txt to determine how the superseded data were derived.
 RY0273
 RY0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM184419(NAD 83)
 RY0273_MARKER: DB = BENCH MARK DISK
 RY0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0273_STAMPING: J 216 1935
 RY0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0273+STABILITY: SURFACE MOTION
 RY0273
 RY0273  HISTORY     - Date     Condition        Report By
 RY0273  HISTORY     - 1935     MONUMENTED       CGS
 RY0273  HISTORY     - 1950     GOOD             NGS
 RY0273
 RY0273                          STATION DESCRIPTION
 RY0273
 RY0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0273'7.2 MI W FROM SHERMAN SADDLE.
 RY0273'7.2 MILES WEST ALONG THE LOLO TRAIL ROAD FROM SHERMAN SADDLE, 0.4 MILE
 RY0273'EAST OF A PROMINENT SADDLE, 0.35 MILE NORTH OF A CAMPSITE AT GREEN
 RY0273'SADDLE, AT A SHARP CURVE, 45 FEET SOUTH OF THE CENTER LINE OF THE
 RY0273'ROAD, 27.2 FEET SOUTHEAST OF A 10-INCH WHITE PINE TREE MARKED WITH A
 RY0273'WHITE PAINTED TRIANGULAR BLAZE, 18 FEET SOUTH OF AN 8-INCH WHITE FIR
 RY0273'TREE MARKED WITH A WHITE PAINTED TRIANGULAR BLAZE, 2.2 FEET SOUTHWEST
 RY0273'OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE ROAD, AND SET IN THE
 RY0273'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0257 ***********************************************************************
 QB0257  DESIGNATION -  J 217
 QB0257  PID         -  QB0257
 QB0257  STATE/COUNTY-  ID/WASHINGTON
 QB0257  USGS QUAD   -  OLDS FERRY (1974)
 QB0257
 QB0257                         *CURRENT SURVEY CONTROL
 QB0257  ___________________________________________________________________
 QB0257* NAD 83(1986)-  44 16 17.     (N)    117 11 28.     (W)     SCALED    
 QB0257* NAVD 88     -       635.329  (meters)    2084.41   (feet)  ADJUSTED  
 QB0257  ___________________________________________________________________
 QB0257  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 QB0257  DYNAMIC HT  -         635.160 (meters)    2083.85  (feet)  COMP
 QB0257  MODELED GRAV-     980,332.1   (mgal)                       NAVD 88
 QB0257
 QB0257  VERT ORDER  -  FIRST     CLASS II
 QB0257
 QB0257.The horizontal coordinates were scaled from a topographic map and have
 QB0257.an estimated accuracy of +/- 6 seconds.
 QB0257
 QB0257.The orthometric height was determined by differential leveling
 QB0257.and adjusted by the National Geodetic Survey in June 1991..
 QB0257
 QB0257.The geoid height was determined by GEOID03.
 QB0257
 QB0257.The dynamic height is computed by dividing the NAVD 88
 QB0257.geopotential number by the normal gravity value computed on the
 QB0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0257.degrees latitude (g = 980.6199 gals.).
 QB0257
 QB0257.The modeled gravity was interpolated from observed gravity values.
 QB0257
 QB0257;                    North         East    Units  Estimated Accuracy
 QB0257;SPC ID W     -   290,360.      684,950.      MT  (+/- 180 meters Scaled)
 QB0257
 QB0257                          SUPERSEDED SURVEY CONTROL
 QB0257
 QB0257  NGVD 29 (??/??/92)  634.352  (m)         2081.20   (f) ADJ UNCH    1 2
 QB0257
 QB0257.Superseded values are not recommended for survey control.
 QB0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0257.See file dsdata.txt to determine how the superseded data were derived.
 QB0257
 QB0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK847020(NAD 83)
 QB0257_MARKER: DB = BENCH MARK DISK
 QB0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0257_SP_SET: CULVERT
 QB0257_STAMPING: J 217 1941
 QB0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0257
 QB0257  HISTORY     - Date     Condition        Report By
 QB0257  HISTORY     - 1941     MONUMENTED       CGS
 QB0257
 QB0257                          STATION DESCRIPTION
 QB0257
 QB0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0257'1.65 MI E FROM OLDS FERRY.
 QB0257'ABOUT 1.65 MILES EAST OF OLDS FERRY, WASHINGTON COUNTY, ON UNION
 QB0257'PACIFIC RR, IN THE WEST WINGWALL ON THE NORTH END OF CULVERT 528.41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0303 ***********************************************************************
 QB0303  DESIGNATION -  J 218
 QB0303  PID         -  QB0303
 QB0303  STATE/COUNTY-  ID/PAYETTE
 QB0303  USGS QUAD   -  PAYETTE (1974)
 QB0303
 QB0303                         *CURRENT SURVEY CONTROL
 QB0303  ___________________________________________________________________
 QB0303* NAD 83(1986)-  44 06 23.     (N)    116 55 10.     (W)     SCALED    
 QB0303* NAVD 88     -       649.822  (meters)    2131.96   (feet)  ADJUSTED  
 QB0303  ___________________________________________________________________
 QB0303  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 QB0303  DYNAMIC HT  -         649.637 (meters)    2131.35  (feet)  COMP
 QB0303  MODELED GRAV-     980,313.4   (mgal)                       NAVD 88
 QB0303
 QB0303  VERT ORDER  -  FIRST     CLASS II
 QB0303
 QB0303.The horizontal coordinates were scaled from a topographic map and have
 QB0303.an estimated accuracy of +/- 6 seconds.
 QB0303
 QB0303.The orthometric height was determined by differential leveling
 QB0303.and adjusted by the National Geodetic Survey in June 1991..
 QB0303
 QB0303.The geoid height was determined by GEOID03.
 QB0303
 QB0303.The dynamic height is computed by dividing the NAVD 88
 QB0303.geopotential number by the normal gravity value computed on the
 QB0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0303.degrees latitude (g = 980.6199 gals.).
 QB0303
 QB0303.The modeled gravity was interpolated from observed gravity values.
 QB0303
 QB0303;                    North         East    Units  Estimated Accuracy
 QB0303;SPC ID W     -   271,680.      706,380.      MT  (+/- 180 meters Scaled)
 QB0303
 QB0303                          SUPERSEDED SURVEY CONTROL
 QB0303
 QB0303  NGVD 29 (??/??/92)  648.849  (m)         2128.77   (f) ADJ UNCH    1 2
 QB0303
 QB0303.Superseded values are not recommended for survey control.
 QB0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0303.See file dsdata.txt to determine how the superseded data were derived.
 QB0303
 QB0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ064836(NAD 83)
 QB0303_MARKER: DB = BENCH MARK DISK
 QB0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0303_STAMPING: J 218 1941
 QB0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0303+STABILITY: SURFACE MOTION
 QB0303
 QB0303  HISTORY     - Date     Condition        Report By
 QB0303  HISTORY     - 1941     MONUMENTED       CGS
 QB0303  HISTORY     - 1948     GOOD             NGS
 QB0303  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0303
 QB0303                          STATION DESCRIPTION
 QB0303
 QB0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QB0303'2.5 MI N FROM PAYETTE.
 QB0303'2.5 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QB0303'PAYETTE, PAYETTE COUNTY, 50 FEET WEST OF THE CENTERLINE OF THE TRACK,
 QB0303'27 FEET WEST OF MILEPOST 505, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE,
 QB0303'AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 218
 QB0303'1941 AND SET IN THE TOP OF A CONCRETE POST.
 QB0303
 QB0303                          STATION RECOVERY (1983)
 QB0303
 QB0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0303'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0244 ***********************************************************************
 NV0244  DESIGNATION -  J 219
 NV0244  PID         -  NV0244
 NV0244  STATE/COUNTY-  ID/GOODING
 NV0244  USGS QUAD   -  TUNUPA (1992)
 NV0244
 NV0244                         *CURRENT SURVEY CONTROL
 NV0244  ___________________________________________________________________
 NV0244* NAD 83(1986)-  42 57 10.     (N)    114 36 25.     (W)     SCALED    
 NV0244* NAVD 88     -      1121.614  (meters)    3679.83   (feet)  ADJUSTED  
 NV0244  ___________________________________________________________________
 NV0244  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 NV0244  DYNAMIC HT  -        1121.062 (meters)    3678.02  (feet)  COMP
 NV0244  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 NV0244
 NV0244  VERT ORDER  -  FIRST     CLASS II
 NV0244
 NV0244.The horizontal coordinates were scaled from a topographic map and have
 NV0244.an estimated accuracy of +/- 6 seconds.
 NV0244
 NV0244.The orthometric height was determined by differential leveling
 NV0244.and adjusted by the National Geodetic Survey in June 1991..
 NV0244
 NV0244.The geoid height was determined by GEOID03.
 NV0244
 NV0244.The dynamic height is computed by dividing the NAVD 88
 NV0244.geopotential number by the normal gravity value computed on the
 NV0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0244.degrees latitude (g = 980.6199 gals.).
 NV0244
 NV0244.The modeled gravity was interpolated from observed gravity values.
 NV0244
 NV0244;                    North         East    Units  Estimated Accuracy
 NV0244;SPC ID C     -   143,030.      450,470.      MT  (+/- 180 meters Scaled)
 NV0244
 NV0244                          SUPERSEDED SURVEY CONTROL
 NV0244
 NV0244  NGVD 29 (??/??/92) 1120.756  (m)         3677.01   (f) ADJ UNCH    1 2
 NV0244
 NV0244.Superseded values are not recommended for survey control.
 NV0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0244.See file dsdata.txt to determine how the superseded data were derived.
 NV0244
 NV0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH952583(NAD 83)
 NV0244_MARKER: DB = BENCH MARK DISK
 NV0244_SETTING: 66 = SET IN ROCK OUTCROP
 NV0244_SP_SET: LAVA OUTCROP
 NV0244_STAMPING: J 219 1941
 NV0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0244+STABILITY: POSITION/ELEVATION WELL
 NV0244
 NV0244  HISTORY     - Date     Condition        Report By
 NV0244  HISTORY     - 1941     MONUMENTED       CGS
 NV0244  HISTORY     - 1983     GOOD             NGS
 NV0244
 NV0244                          STATION DESCRIPTION
 NV0244
 NV0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NV0244'5.4 MI E FROM GOODING.
 NV0244'5.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0244'GOODING, GOODING COUNTY, 10 POLES EAST OF SEMAPHORE 3327, 7 POLES WEST
 NV0244'OF THE TUNUPA ONE MILE SIGN, 66 FEET SOUTH OF THE CENTERLINE OF THE
 NV0244'TRACK, 21 FEET SOUTH OF A ROW OF POLES, NEAR A WHITE WOODEN WITNESS
 NV0244'POST, AND IN THE TOP OF A LAVA OUTCROP.  A STANDARD DISK, STAMPED J
 NV0244'219 1941.
 NV0244
 NV0244                          STATION RECOVERY (1983)
 NV0244
 NV0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0201 ***********************************************************************
 PZ0201  DESIGNATION -  J 22
 PZ0201  PID         -  PZ0201
 PZ0201  STATE/COUNTY-  ID/CLARK
 PZ0201  USGS QUAD   -  BLUE DOME (1969)
 PZ0201
 PZ0201                         *CURRENT SURVEY CONTROL
 PZ0201  ___________________________________________________________________
 PZ0201* NAD 83(1986)-  44 13 46.     (N)    112 58 35.     (W)     SCALED    
 PZ0201* NAVD 88     -      1945.488  (meters)    6382.82   (feet)  ADJUSTED  
 PZ0201  ___________________________________________________________________
 PZ0201  GEOID HEIGHT-         -10.58  (meters)                     GEOID03
 PZ0201  DYNAMIC HT  -        1944.315 (meters)    6378.97  (feet)  COMP
 PZ0201  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 PZ0201
 PZ0201  VERT ORDER  -  SECOND    CLASS 0
 PZ0201
 PZ0201.The horizontal coordinates were scaled from a topographic map and have
 PZ0201.an estimated accuracy of +/- 6 seconds.
 PZ0201
 PZ0201.The orthometric height was determined by differential leveling
 PZ0201.and adjusted by the National Geodetic Survey in June 1991..
 PZ0201
 PZ0201.The geoid height was determined by GEOID03.
 PZ0201
 PZ0201.The dynamic height is computed by dividing the NAVD 88
 PZ0201.geopotential number by the normal gravity value computed on the
 PZ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0201.degrees latitude (g = 980.6199 gals.).
 PZ0201
 PZ0201.The modeled gravity was interpolated from observed gravity values.
 PZ0201
 PZ0201;                    North         East    Units  Estimated Accuracy
 PZ0201;SPC ID E     -   285,010.      135,310.      MT  (+/- 180 meters Scaled)
 PZ0201
 PZ0201                          SUPERSEDED SURVEY CONTROL
 PZ0201
 PZ0201  NGVD 29 (??/??/92) 1944.121  (m)         6378.34   (f) ADJ UNCH    2 0
 PZ0201
 PZ0201.Superseded values are not recommended for survey control.
 PZ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0201.See file dsdata.txt to determine how the superseded data were derived.
 PZ0201
 PZ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP421992(NAD 83)
 PZ0201_MARKER: DB = BENCH MARK DISK
 PZ0201_SETTING: 80 = SET IN A BOULDER
 PZ0201_SP_SET: BOULDER
 PZ0201_STAMPING: J 22 1929
 PZ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0201+STABILITY: SURFACE MOTION
 PZ0201
 PZ0201  HISTORY     - Date     Condition        Report By
 PZ0201  HISTORY     - 1929     MONUMENTED       USGS
 PZ0201  HISTORY     - 1934     POOR             NGS
 PZ0201
 PZ0201                          STATION DESCRIPTION
 PZ0201
 PZ0201'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0201'6.1 MI NW FROM KAUFMAN.
 PZ0201'ABOUT 6.1 MILES NORTHWEST ALONG THE ROAD LEADING TO GILMORE FROM
 PZ0201'KAUFMAN, CLARK COUNTY, ABOUT 2,000 FEET SOUTH OF THE LEMHI-CLARK
 PZ0201'COUNTY LINE, ABOUT 800 FEET SOUTHWEST OF THE FRANK WORTHINGTON BRIDGE
 PZ0201'OVER BIRCH CREEK, ABOUT 75 FEET EAST OF THE ROAD, AND IN THE TOP OF A
 PZ0201'4- BY 6- BY 3-FOOT BOULDER.  A UNITED STATES GEOLOGICAL SURVEY
 PZ0201'STANDARD DISK, STAMPED J 22 1929.  NOTE-- WITH THE BOULDER RESTING ON
 PZ0201'THE TOP OF THE GROUND.
 PZ0201
 PZ0201                          STATION RECOVERY (1934)
 PZ0201
 PZ0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PZ0201'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0529 ***********************************************************************
 OZ0529  DESIGNATION -  J 221
 OZ0529  PID         -  OZ0529
 OZ0529  STATE/COUNTY-  ID/ELMORE
 OZ0529  USGS QUAD   -  CRATER RINGS (1992)
 OZ0529
 OZ0529                         *CURRENT SURVEY CONTROL
 OZ0529  ___________________________________________________________________
 OZ0529* NAD 83(1986)-  43 10 20.     (N)    115 45 38.     (W)     SCALED    
 OZ0529* NAVD 88     -       970.931  (meters)    3185.46   (feet)  ADJUSTED  
 OZ0529  ___________________________________________________________________
 OZ0529  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 OZ0529  DYNAMIC HT  -         970.514 (meters)    3184.09  (feet)  COMP
 OZ0529  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 OZ0529
 OZ0529  VERT ORDER  -  FIRST     CLASS II
 OZ0529
 OZ0529.The horizontal coordinates were scaled from a topographic map and have
 OZ0529.an estimated accuracy of +/- 6 seconds.
 OZ0529
 OZ0529.The orthometric height was determined by differential leveling
 OZ0529.and adjusted by the National Geodetic Survey in June 1991..
 OZ0529
 OZ0529.The geoid height was determined by GEOID03.
 OZ0529
 OZ0529.The dynamic height is computed by dividing the NAVD 88
 OZ0529.geopotential number by the normal gravity value computed on the
 OZ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0529.degrees latitude (g = 980.6199 gals.).
 OZ0529
 OZ0529.The modeled gravity was interpolated from observed gravity values.
 OZ0529
 OZ0529;                    North         East    Units  Estimated Accuracy
 OZ0529;SPC ID W     -   167,230.      799,140.      MT  (+/- 180 meters Scaled)
 OZ0529
 OZ0529                          SUPERSEDED SURVEY CONTROL
 OZ0529
 OZ0529  NGVD 29 (??/??/92)  970.049  (m)         3182.57   (f) ADJ UNCH    1 2
 OZ0529
 OZ0529.Superseded values are not recommended for survey control.
 OZ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0529.See file dsdata.txt to determine how the superseded data were derived.
 OZ0529
 OZ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH007806(NAD 83)
 OZ0529_MARKER: DB = BENCH MARK DISK
 OZ0529_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OZ0529_STAMPING: J 221 1941
 OZ0529_MARK LOGO: CGS   
 OZ0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0529+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 OZ0529
 OZ0529  HISTORY     - Date     Condition        Report By
 OZ0529  HISTORY     - 1941     MONUMENTED       CGS
 OZ0529  HISTORY     - 1959     GOOD             NGS
 OZ0529  HISTORY     - 1979     GOOD             NGS
 OZ0529  HISTORY     - 1983     GOOD             NGS
 OZ0529  HISTORY     - 20040430 GOOD             NGS
 OZ0529
 OZ0529                          STATION DESCRIPTION
 OZ0529
 OZ0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OZ0529'4.4 MI NW FROM MOUNTAIN HOME.
 OZ0529'4.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OZ0529'AT MOUNTAIN HOME, ELMORE COUNTY, 12 POLES WEST OF MILEPOST 406, 125
 OZ0529'FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A CONCRETE HIGHWAY
 OZ0529'CULVERT, IN THE EAST END OF THE SOUTH HEADWALL, AND 15 FEET SOUTH OF
 OZ0529'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 221 1941.
 OZ0529
 OZ0529                          STATION RECOVERY (1979)
 OZ0529
 OZ0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OZ0529'RECOVERED IN GOOD CONDITION.
 OZ0529
 OZ0529                          STATION RECOVERY (1983)
 OZ0529
 OZ0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0529'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.6 KM
 OZ0529'(4.75 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0529'PACIFIC RAILROAD OVERPASS IN MOUNTAIN HOME, IN TOP OF THE EAST END OF
 OZ0529'THE SOUTH HEADWALL FOR A SMALL BRIDGE OVER CANYON CREEK, 4.5 METERS
 OZ0529'(15 FT) SOUTH OF THE HIGHWAY CENTERLINE.
 OZ0529'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 OZ0529
 OZ0529                          STATION RECOVERY (2004)
 OZ0529
 OZ0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (CLS)
 OZ0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0481 ***********************************************************************
 OH0481  DESIGNATION -  J 222
 OH0481  PID         -  OH0481
 OH0481  STATE/COUNTY-  ID/CANYON
 OH0481  USGS QUAD   -  NOTUS (1971)
 OH0481
 OH0481                         *CURRENT SURVEY CONTROL
 OH0481  ___________________________________________________________________
 OH0481* NAD 83(1986)-  43 43 52.     (N)    116 49 06.     (W)     SCALED    
 OH0481* NAVD 88     -       702.737  (meters)    2305.56   (feet)  ADJUSTED  
 OH0481  ___________________________________________________________________
 OH0481  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 OH0481  DYNAMIC HT  -         702.508 (meters)    2304.81  (feet)  COMP
 OH0481  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 OH0481
 OH0481  VERT ORDER  -  FIRST     CLASS II
 OH0481
 OH0481.The horizontal coordinates were scaled from a topographic map and have
 OH0481.an estimated accuracy of +/- 6 seconds.
 OH0481
 OH0481.The orthometric height was determined by differential leveling
 OH0481.and adjusted by the National Geodetic Survey in June 1991..
 OH0481
 OH0481.The geoid height was determined by GEOID03.
 OH0481
 OH0481.The dynamic height is computed by dividing the NAVD 88
 OH0481.geopotential number by the normal gravity value computed on the
 OH0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0481.degrees latitude (g = 980.6199 gals.).
 OH0481
 OH0481.The modeled gravity was interpolated from observed gravity values.
 OH0481
 OH0481;                    North         East    Units  Estimated Accuracy
 OH0481;SPC ID W     -   229,870.      713,930.      MT  (+/- 180 meters Scaled)
 OH0481
 OH0481                          SUPERSEDED SURVEY CONTROL
 OH0481
 OH0481  NGVD 29 (??/??/92)  701.797  (m)         2302.48   (f) ADJ UNCH    1 2
 OH0481
 OH0481.Superseded values are not recommended for survey control.
 OH0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0481.See file dsdata.txt to determine how the superseded data were derived.
 OH0481
 OH0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ146420(NAD 83)
 OH0481_MARKER: DD = SURVEY DISK
 OH0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0481_STAMPING: J 222 1941
 OH0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0481+STABILITY: SURFACE MOTION
 OH0481
 OH0481  HISTORY     - Date     Condition        Report By
 OH0481  HISTORY     - 1941     MONUMENTED       IDPWD
 OH0481  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0481  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0481
 OH0481                          STATION DESCRIPTION
 OH0481
 OH0481'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1941
 OH0481'0.9 MI NW FROM NOTUS.
 OH0481'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 18 FROM THE UNION PACIFIC
 OH0481'RAILROAD STATION AT NOTUS, CANYON COUNTY, SOUTHEAST OF A CURVE, 60
 OH0481'FEET NORTHWEST OF A SIDE ROAD LEADING SOUTH, 36 FEET NORTHEAST OF THE
 OH0481'CENTERLINE OF THE HIGHWAY, 200 FEET SOUTHWEST OF THE TRACK, AT THE
 OH0481'NORTHEAST SIDE OF A DITCH, AND NEAR A WHITE WOODEN WITNESS POST.  AN
 OH0481'IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED J 222 1941 AND
 OH0481'SET IN THE TOP OF A CONCRETE POST.
 OH0481
 OH0481                          STATION RECOVERY (1979)
 OH0481
 OH0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0481'HIGHWAY 18 IS NOW 20.
 OH0481
 OH0481                          STATION RECOVERY (1983)
 OH0481
 OH0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0481'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0504 ***********************************************************************
 OH0504  DESIGNATION -  J 223
 OH0504  PID         -  OH0504
 OH0504  STATE/COUNTY-  ID/CANYON
 OH0504  USGS QUAD   -  NAMPA (1971)
 OH0504
 OH0504                         *CURRENT SURVEY CONTROL
 OH0504  ___________________________________________________________________
 OH0504* NAD 83(1986)-  43 35 16.     (N)    116 34 38.     (W)     SCALED    
 OH0504* NAVD 88     -       755.551  (meters)    2478.84   (feet)  ADJUSTED  
 OH0504  ___________________________________________________________________
 OH0504  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 OH0504  DYNAMIC HT  -         755.290 (meters)    2477.98  (feet)  COMP
 OH0504  MODELED GRAV-     980,248.2   (mgal)                       NAVD 88
 OH0504
 OH0504  VERT ORDER  -  FIRST     CLASS II
 OH0504
 OH0504.The horizontal coordinates were scaled from a topographic map and have
 OH0504.an estimated accuracy of +/- 6 seconds.
 OH0504
 OH0504.The orthometric height was determined by differential leveling
 OH0504.and adjusted by the National Geodetic Survey in June 1991..
 OH0504
 OH0504.The geoid height was determined by GEOID03.
 OH0504
 OH0504.The dynamic height is computed by dividing the NAVD 88
 OH0504.geopotential number by the normal gravity value computed on the
 OH0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0504.degrees latitude (g = 980.6199 gals.).
 OH0504
 OH0504.The modeled gravity was interpolated from observed gravity values.
 OH0504
 OH0504;                    North         East    Units  Estimated Accuracy
 OH0504;SPC ID W     -   213,730.      733,200.      MT  (+/- 180 meters Scaled)
 OH0504
 OH0504                          SUPERSEDED SURVEY CONTROL
 OH0504
 OH0504  NGVD 29 (??/??/92)  754.618  (m)         2475.78   (f) ADJ UNCH    1 2
 OH0504
 OH0504.Superseded values are not recommended for survey control.
 OH0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0504.See file dsdata.txt to determine how the superseded data were derived.
 OH0504
 OH0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ341261(NAD 83)
 OH0504_MARKER: DB = BENCH MARK DISK
 OH0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0504_SP_SET: BRIDGE
 OH0504_STAMPING: J 223 1941
 OH0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0504
 OH0504  HISTORY     - Date     Condition        Report By
 OH0504  HISTORY     - 1941     MONUMENTED       CGS
 OH0504  HISTORY     - 1951     GOOD             NGS
 OH0504  HISTORY     - 1979     GOOD             NGS
 OH0504
 OH0504                          STATION DESCRIPTION
 OH0504
 OH0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0504'1.0 MI NW FROM NAMPA.
 OH0504'ABOUT 1 MILE NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE POST FFICE AT
 OH0504'NAMPA, CANYON COUNTY, 0.1 MILE SOUTHEAST OF THE PERKINS MACHINERY CO.,
 OH0504'AT A CONCRETE BRIDGE OVER PHYLLIS CREEK, IN THE BASE OF THE NORTHEAST
 OH0504'GUARD RAIL, 9 FEET NORTHWEST OF THE SOUTHEAST END, 18 FEET NORTHEAST
 OH0504'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 4 INCHES HIGHER THAN THE
 OH0504'HIGHWAY.  A STANDARD DISK, STAMPED J 223 1941.
 OH0504
 OH0504                          STATION RECOVERY (1979)
 OH0504
 OH0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0504'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0505 ***********************************************************************
 OH0505  DESIGNATION -  J 223 RESET
 OH0505  PID         -  OH0505
 OH0505  STATE/COUNTY-  ID/CANYON
 OH0505  USGS QUAD   -  NAMPA (1971)
 OH0505
 OH0505                         *CURRENT SURVEY CONTROL
 OH0505  ___________________________________________________________________
 OH0505* NAD 83(1986)-  43 35 16.     (N)    116 34 36.     (W)     SCALED    
 OH0505* NAVD 88     -       755.692  (meters)    2479.30   (feet)  ADJUSTED  
 OH0505  ___________________________________________________________________
 OH0505  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 OH0505  DYNAMIC HT  -         755.431 (meters)    2478.44  (feet)  COMP
 OH0505  MODELED GRAV-     980,248.3   (mgal)                       NAVD 88
 OH0505
 OH0505  VERT ORDER  -  FIRST     CLASS II
 OH0505
 OH0505.The horizontal coordinates were scaled from a topographic map and have
 OH0505.an estimated accuracy of +/- 6 seconds.
 OH0505
 OH0505.The orthometric height was determined by differential leveling
 OH0505.and adjusted by the National Geodetic Survey in June 1991..
 OH0505
 OH0505.The geoid height was determined by GEOID03.
 OH0505
 OH0505.The dynamic height is computed by dividing the NAVD 88
 OH0505.geopotential number by the normal gravity value computed on the
 OH0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0505.degrees latitude (g = 980.6199 gals.).
 OH0505
 OH0505.The modeled gravity was interpolated from observed gravity values.
 OH0505
 OH0505;                    North         East    Units  Estimated Accuracy
 OH0505;SPC ID W     -   213,730.      733,240.      MT  (+/- 180 meters Scaled)
 OH0505
 OH0505                          SUPERSEDED SURVEY CONTROL
 OH0505
 OH0505.No superseded survey control is available for this station.
 OH0505
 OH0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ341261(NAD 83)
 OH0505_MARKER: DB = BENCH MARK DISK
 OH0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0505_SP_SET: BRIDGE
 OH0505_STAMPING: J 223 RESET 1970
 OH0505_MARK LOGO: NGS   
 OH0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0505
 OH0505  HISTORY     - Date     Condition        Report By
 OH0505  HISTORY     - 1970     MONUMENTED       NGS
 OH0505  HISTORY     - 1983     GOOD             NGS
 OH0505
 OH0505                          STATION DESCRIPTION
 OH0505
 OH0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0505'1.0 MI W FROM NAMPA.
 OH0505'1.0 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE NAMPA POST OFFICE, 300
 OH0505'FEET EAST OF THE INTERSECTION OF CANYON STREET AND U.S. HIGHWAY 30, 60
 OH0505'FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 30, 52 FEET
 OH0505'WEST-NORTHWEST OF A POWER POLE, WHERE THE POWER LINE CROSSES THE
 OH0505'HIGHWAY, 0.5 FOOT NORTH OF THE NORTHEAST END OF THE HEADWALL, AND 2
 OH0505'FEET HIGHER THAN THE HIGHWAY CEMENTED IN A DRILL HOLE IN THE WING WALL
 OH0505'OF THE CONCRETE BRIDGE OVER THE PHYLLIS CANAL.  THE LETTERS BM WERE
 OH0505'PAINTED ON THE WING WALL WITH RED PAINT.
 OH0505
 OH0505                          STATION RECOVERY (1983)
 OH0505
 OH0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0505'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM
 OH0505'(1.0 MI) NORTHWEST ALONG US HIGHWAY 30 FROM THE POST OFFICE IN NAMPA,
 OH0505'IN TOP OF THE NORTHWEST END OF THE SOUTHEAST WINGWALL OF THE PHYLLIS
 OH0505'CANAL CROSSING, 3.0 METERS (10 FT) NORTHEAST OF THE NORTHEAST CURB OF
 OH0505'US HIGHWAY 30, 0.3 METER (1 FT) NORTHEAST OF THE SOUTHEAST END OF THE
 OH0505'NORTHEAST HEADWALL.
 OH0505'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0256 ***********************************************************************
 OH0256  DESIGNATION -  J 224
 OH0256  PID         -  OH0256
 OH0256  STATE/COUNTY-  ID/ADA
 OH0256  USGS QUAD   -  OWYHEE (1992)
 OH0256
 OH0256                         *CURRENT SURVEY CONTROL
 OH0256  ___________________________________________________________________
 OH0256* NAD 83(1986)-  43 24 01.     (N)    116 10 10.     (W)     SCALED    
 OH0256* NAVD 88     -       919.153  (meters)    3015.59   (feet)  ADJUSTED  
 OH0256  ___________________________________________________________________
 OH0256  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 OH0256  DYNAMIC HT  -         918.770 (meters)    3014.33  (feet)  COMP
 OH0256  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 OH0256
 OH0256  VERT ORDER  -  FIRST     CLASS II
 OH0256
 OH0256.The horizontal coordinates were scaled from a topographic map and have
 OH0256.an estimated accuracy of +/- 6 seconds.
 OH0256
 OH0256.The orthometric height was determined by differential leveling
 OH0256.and adjusted by the National Geodetic Survey in June 1991..
 OH0256
 OH0256.The geoid height was determined by GEOID03.
 OH0256
 OH0256.The dynamic height is computed by dividing the NAVD 88
 OH0256.geopotential number by the normal gravity value computed on the
 OH0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0256.degrees latitude (g = 980.6199 gals.).
 OH0256
 OH0256.The modeled gravity was interpolated from observed gravity values.
 OH0256
 OH0256;                    North         East    Units  Estimated Accuracy
 OH0256;SPC ID W     -   192,650.      766,020.      MT  (+/- 180 meters Scaled)
 OH0256
 OH0256                          SUPERSEDED SURVEY CONTROL
 OH0256
 OH0256  NGVD 29 (??/??/92)  918.182  (m)         3012.40   (f) ADJ UNCH    1 2
 OH0256
 OH0256.Superseded values are not recommended for survey control.
 OH0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0256.See file dsdata.txt to determine how the superseded data were derived.
 OH0256
 OH0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ672056(NAD 83)
 OH0256_MARKER: DB = BENCH MARK DISK
 OH0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0256_STAMPING: J 244 1941
 OH0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0256+STABILITY: SURFACE MOTION
 OH0256
 OH0256  HISTORY     - Date     Condition        Report By
 OH0256  HISTORY     - 1941     MONUMENTED       CGS
 OH0256  HISTORY     - 1979     GOOD             NGS
 OH0256
 OH0256                          STATION DESCRIPTION
 OH0256
 OH0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0256'2.0 MI SE FROM OWHYEE.
 OH0256'2.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM OWHYEE, ADA
 OH0256'COUNTY, AT MILEPOST 433, 50 FEET NORTHEAST OF THE CENTERLINE OF THE
 OH0256'TRACK, 36 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND NEAR A WHITE
 OH0256'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 244 1941 AND SET IN
 OH0256'THE TOP OF A CONCRETE POST.
 OH0256
 OH0256                          STATION RECOVERY (1979)
 OH0256
 OH0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0256'RECOVERED IN GOOD CONDITIONED ON LINE 39 42 FEET SOUTH OF FENCE LINE
 OH0256'28 FT. SOUTHEAST OF MILE POLE 433.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0480 ***********************************************************************
 NV0480  DESIGNATION -  J 225
 NV0480  PID         -  NV0480
 NV0480  STATE/COUNTY-  ID/ELMORE
 NV0480  USGS QUAD   -  HAMMETT (1992)
 NV0480
 NV0480                         *CURRENT SURVEY CONTROL
 NV0480  ___________________________________________________________________
 NV0480* NAD 83(1986)-  42 56 59.     (N)    115 23 00.     (W)     SCALED    
 NV0480* NAVD 88     -       760.954  (meters)    2496.56   (feet)  ADJUSTED  
 NV0480  ___________________________________________________________________
 NV0480  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 NV0480  DYNAMIC HT  -         760.647 (meters)    2495.56  (feet)  COMP
 NV0480  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 NV0480
 NV0480  VERT ORDER  -  FIRST     CLASS II
 NV0480
 NV0480.The horizontal coordinates were scaled from a topographic map and have
 NV0480.an estimated accuracy of +/- 6 seconds.
 NV0480
 NV0480.The orthometric height was determined by differential leveling
 NV0480.and adjusted by the National Geodetic Survey in June 1991..
 NV0480
 NV0480.The geoid height was determined by GEOID03.
 NV0480
 NV0480.The dynamic height is computed by dividing the NAVD 88
 NV0480.geopotential number by the normal gravity value computed on the
 NV0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0480.degrees latitude (g = 980.6199 gals.).
 NV0480
 NV0480.The modeled gravity was interpolated from observed gravity values.
 NV0480
 NV0480;                    North         East    Units  Estimated Accuracy
 NV0480;SPC ID W     -   142,580.      829,920.      MT  (+/- 180 meters Scaled)
 NV0480
 NV0480                          SUPERSEDED SURVEY CONTROL
 NV0480
 NV0480  NGVD 29 (??/??/92)  760.148  (m)         2493.92   (f) ADJ UNCH    1 2
 NV0480
 NV0480.Superseded values are not recommended for survey control.
 NV0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0480.See file dsdata.txt to determine how the superseded data were derived.
 NV0480
 NV0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH318564(NAD 83)
 NV0480_MARKER: DB = BENCH MARK DISK
 NV0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0480_SP_SET: CULVERT
 NV0480_STAMPING: J 225 1960
 NV0480_MARK LOGO: CGS   
 NV0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0480
 NV0480  HISTORY     - Date     Condition        Report By
 NV0480  HISTORY     - 1960     MONUMENTED       CGS
 NV0480  HISTORY     - 1983     GOOD             NGS
 NV0480
 NV0480                          STATION DESCRIPTION
 NV0480
 NV0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NV0480'4.6 MI W FROM GLENNS FERRY.
 NV0480'ABOUT 4.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0480'AT GLENNS FERRY, IN THE TOP AND 0.8 FOOT SOUTHWEST OF THE NORTHEAST
 NV0480'END OF THE NORTHWEST HEAD WALL OF CONCRETE BOX CULVERT 378.50, 11.6
 NV0480'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, ABOUT 3
 NV0480'FEET LOWER THAN THE TRACK.
 NV0480
 NV0480                          STATION RECOVERY (1983)
 NV0480
 NV0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0213 ***********************************************************************
 OY0213  DESIGNATION -  J 226
 OY0213  PID         -  OY0213
 OY0213  STATE/COUNTY-  ID/BINGHAM
 OY0213  USGS QUAD   -  FIRTH (1979)
 OY0213
 OY0213                         *CURRENT SURVEY CONTROL
 OY0213  ___________________________________________________________________
 OY0213* NAD 83(1986)-  43 18 48.     (N)    112 11 01.     (W)     SCALED    
 OY0213* NAVD 88     -      1394.521  (meters)    4575.19   (feet)  ADJUSTED  
 OY0213  ___________________________________________________________________
 OY0213  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 OY0213  DYNAMIC HT  -        1393.762 (meters)    4572.70  (feet)  COMP
 OY0213  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 OY0213
 OY0213  VERT ORDER  -  FIRST     CLASS I
 OY0213
 OY0213.The horizontal coordinates were scaled from a topographic map and have
 OY0213.an estimated accuracy of +/- 6 seconds.
 OY0213
 OY0213.The orthometric height was determined by differential leveling
 OY0213.and adjusted by the National Geodetic Survey in June 1991..
 OY0213
 OY0213.The geoid height was determined by GEOID03.
 OY0213
 OY0213.The dynamic height is computed by dividing the NAVD 88
 OY0213.geopotential number by the normal gravity value computed on the
 OY0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0213.degrees latitude (g = 980.6199 gals.).
 OY0213
 OY0213.The modeled gravity was interpolated from observed gravity values.
 OY0213
 OY0213;                    North         East    Units  Estimated Accuracy
 OY0213;SPC ID E     -   182,910.      198,630.      MT  (+/- 180 meters Scaled)
 OY0213
 OY0213                          SUPERSEDED SURVEY CONTROL
 OY0213
 OY0213  NGVD 29 (08/20/92) 1393.445  (m)         4571.66   (f) ADJUSTED    1 1
 OY0213
 OY0213.Superseded values are not recommended for survey control.
 OY0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0213.See file dsdata.txt to determine how the superseded data were derived.
 OY0213
 OY0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN040962(NAD 83)
 OY0213_MARKER: DB = BENCH MARK DISK
 OY0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0213_SP_SET: BRIDGE
 OY0213_STAMPING: J 226 1960
 OY0213_MARK LOGO: CGS   
 OY0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0213
 OY0213  HISTORY     - Date     Condition        Report By
 OY0213  HISTORY     - 1960     MONUMENTED       CGS
 OY0213  HISTORY     - 1967     GOOD             NGS
 OY0213  HISTORY     - 1983     GOOD             NGS
 OY0213
 OY0213                          STATION DESCRIPTION
 OY0213
 OY0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0213'0.8 MI N FROM FIRTH.
 OY0213'0.4 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0213'AT FIRTH, THENCE 0.4 MILE NORTHWEST ALONG AN ASPHALT ROAD, IN THE TOP
 OY0213'AND 0.9 FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 OY0213'GUARDRAIL OF A CONCRETE BRIDGE OVER THE SNAKE RIVER, 15 FEET NORTHEAST
 OY0213'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 1/2 FEET HIGHER THAN THE
 OY0213'ROAD.
 OY0213
 OY0213                          STATION RECOVERY (1967)
 OY0213
 OY0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0213'RECOVERED IN GOOD CONDITION.
 OY0213
 OY0213                          STATION RECOVERY (1983)
 OY0213
 OY0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0389 ***********************************************************************
 OX0389  DESIGNATION -  J 227 RESET
 OX0389  PID         -  OX0389
 OX0389  STATE/COUNTY-  ID/JEFFERSON
 OX0389  USGS QUAD   -  RIGBY (1979)
 OX0389
 OX0389                         *CURRENT SURVEY CONTROL
 OX0389  ___________________________________________________________________
 OX0389* NAD 83(1986)-  43 37 36.     (N)    111 56 32.     (W)     SCALED    
 OX0389* NAVD 88     -      1475.374  (meters)    4840.46   (feet)  ADJUSTED  
 OX0389  ___________________________________________________________________
 OX0389  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 OX0389  DYNAMIC HT  -        1474.610 (meters)    4837.95  (feet)  COMP
 OX0389  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 OX0389
 OX0389  VERT ORDER  -  FIRST     CLASS II
 OX0389
 OX0389.The horizontal coordinates were scaled from a topographic map and have
 OX0389.an estimated accuracy of +/- 6 seconds.
 OX0389
 OX0389.The orthometric height was determined by differential leveling
 OX0389.and adjusted by the National Geodetic Survey in June 1991..
 OX0389
 OX0389.The geoid height was determined by GEOID03.
 OX0389
 OX0389.The dynamic height is computed by dividing the NAVD 88
 OX0389.geopotential number by the normal gravity value computed on the
 OX0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0389.degrees latitude (g = 980.6199 gals.).
 OX0389
 OX0389.The modeled gravity was interpolated from observed gravity values.
 OX0389
 OX0389;                    North         East    Units  Estimated Accuracy
 OX0389;SPC ID E     -   217,740.      218,110.      MT  (+/- 180 meters Scaled)
 OX0389
 OX0389                          SUPERSEDED SURVEY CONTROL
 OX0389
 OX0389  NGVD 29 (08/20/92) 1474.288  (m)         4836.89   (f) ADJUSTED    1 2
 OX0389
 OX0389.Superseded values are not recommended for survey control.
 OX0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0389.See file dsdata.txt to determine how the superseded data were derived.
 OX0389
 OX0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP239308(NAD 83)
 OX0389_MARKER: DB = BENCH MARK DISK
 OX0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0389_SP_SET: CULVERT
 OX0389_STAMPING: J 227 RESET 1962
 OX0389_MARK LOGO: CGS   
 OX0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0389
 OX0389  HISTORY     - Date     Condition        Report By
 OX0389  HISTORY     - 1962     MONUMENTED       IDDT
 OX0389  HISTORY     - 1983     GOOD             NGS
 OX0389
 OX0389                          STATION DESCRIPTION
 OX0389
 OX0389'DESCRIBED BY ID DEPT OF TRANSP 1962
 OX0389'3.6 MI SE FROM RIGBY.
 OX0389'3.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0389'AT RIGBY, AT THE BONNEVILLE-JEFFERSON COUNTY LINE, AT THE CROSSING OF
 OX0389'AN OILED ROAD, DIRECTLY OPPOSITE RAILROAD BRIDGE 10.35, IN THE TOP OF
 OX0389'THE NORTH END OF THE WEST CONCRETE HEADWALL OF A LARGE CONCRETE BOX
 OX0389'CULVERT UNDER U.S. HIGHWAY 20 AND 191, 58.2 FEET EAST OF THE EAST
 OX0389'RAIL, 20.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 47 FEET NORTH
 OX0389'OF THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL WITH THE TRACK.
 OX0389
 OX0389                          STATION RECOVERY (1983)
 OX0389
 OX0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0389'RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION IS ADEQUATE WITH
 OX0389'THE FOLLOWING EXCEPTION, CHANGE U.S. HIGHWAY 20 AND 191 TO SOUTH OLD
 OX0389'YELLOWSTONE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0427 ***********************************************************************
 OX0427  DESIGNATION -  J 228
 OX0427  PID         -  OX0427
 OX0427  STATE/COUNTY-  ID/MADISON
 OX0427  USGS QUAD   -  REXBURG (1979)
 OX0427
 OX0427                         *CURRENT SURVEY CONTROL
 OX0427  ___________________________________________________________________
 OX0427* NAD 83(1986)-  43 51 44.     (N)    111 45 42.     (W)     SCALED    
 OX0427* NAVD 88     -      1490.287  (meters)    4889.38   (feet)  ADJUSTED  
 OX0427  ___________________________________________________________________
 OX0427  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 OX0427  DYNAMIC HT  -        1489.515 (meters)    4886.85  (feet)  COMP
 OX0427  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 OX0427
 OX0427  VERT ORDER  -  FIRST     CLASS II
 OX0427
 OX0427.The horizontal coordinates were scaled from a topographic map and have
 OX0427.an estimated accuracy of +/- 6 seconds.
 OX0427
 OX0427.The orthometric height was determined by differential leveling
 OX0427.and adjusted by the National Geodetic Survey in June 1991..
 OX0427
 OX0427.The geoid height was determined by GEOID03.
 OX0427
 OX0427.The dynamic height is computed by dividing the NAVD 88
 OX0427.geopotential number by the normal gravity value computed on the
 OX0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0427.degrees latitude (g = 980.6199 gals.).
 OX0427
 OX0427.The modeled gravity was interpolated from observed gravity values.
 OX0427
 OX0427;                    North         East    Units  Estimated Accuracy
 OX0427;SPC ID E     -   243,970.      232,560.      MT  (+/- 180 meters Scaled)
 OX0427
 OX0427                          SUPERSEDED SURVEY CONTROL
 OX0427
 OX0427  NGVD 29 (08/20/92) 1489.206  (m)         4885.84   (f) ADJUSTED    1 2
 OX0427
 OX0427.Superseded values are not recommended for survey control.
 OX0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0427.See file dsdata.txt to determine how the superseded data were derived.
 OX0427
 OX0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP387568(NAD 83)
 OX0427_MARKER: DB = BENCH MARK DISK
 OX0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0427_SP_SET: BRIDGE
 OX0427_STAMPING: J 228 1960
 OX0427_MARK LOGO: CGS   
 OX0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0427+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2002
 OX0427
 OX0427  HISTORY     - Date     Condition        Report By
 OX0427  HISTORY     - 1960     MONUMENTED       CGS
 OX0427  HISTORY     - 1983     GOOD             NGS
 OX0427  HISTORY     - 20020402 GOOD             IDTD
 OX0427
 OX0427                          STATION DESCRIPTION
 OX0427
 OX0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0427'2.95 MI NE FROM REXBURG.
 OX0427'2.95 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0427'AT REXBURG, 1 POLE SOUTH AND ACROSS THE TRACK FROM MILEPOLE 29,
 OX0427'DIRECTLY OPPOSITE OF RAILROAD TRESTLE 28.96, IN THE TOP AND 0.9 FOOT
 OX0427'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE CURB OF U.S.
 OX0427'HIGHWAY 20 AND 191 BRIDGE OVER TETON ISLAND CANAL, 64.3 FEET SOUTHEAST
 OX0427'OF THE SOUTHEAST RAIL, 16 FEET NORTHWEST OF THE CENTER LINE OF THE
 OX0427'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY AND THE TRACK.
 OX0427
 OX0427                          STATION RECOVERY (1983)
 OX0427
 OX0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0427'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OX0427'THE FOLLOWING EXCEPTIONS, CHANGE U.S. HIGHWAY 20 AND 191 TO OLD WEST
 OX0427'YELLOWSTONE HIGHWAY.
 OX0427
 OX0427                          STATION RECOVERY (2002)
 OX0427
 OX0427'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OX0427'RTK OBSERVED POSITION BASED ON THE NAD 83 (1999) FOLLOWS
 OX0427'N = 43-51-43.55304     W = 111-45-42.03306
 OX0427'OBSERVED ELLIPSOID HEIGHT = 1479.266 METERS
 OX0427' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0416 ***********************************************************************
 PY0416  DESIGNATION -  J 229
 PY0416  PID         -  PY0416
 PY0416  STATE/COUNTY-  ID/FREMONT
 PY0416  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0416
 PY0416                         *CURRENT SURVEY CONTROL
 PY0416  ___________________________________________________________________
 PY0416* NAD 83(1986)-  44 13 24.     (N)    111 16 37.     (W)     SCALED    
 PY0416* NAVD 88     -      1825.260  (meters)    5988.37   (feet)  POSTED    
 PY0416  ___________________________________________________________________
 PY0416  GEOID HEIGHT-          -9.86  (meters)                     GEOID03
 PY0416  DYNAMIC HT  -        1824.240 (meters)    5985.03  (feet)  COMP
 PY0416  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 PY0416
 PY0416  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0416
 PY0416.The horizontal coordinates were scaled from a topographic map and have
 PY0416.an estimated accuracy of +/- 6 seconds.
 PY0416
 PY0416.The orthometric height was determined by differential leveling
 PY0416.and adjusted by the National Geodetic Survey in 1992..
 PY0416.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0416.rate of 1.1 thru 2.0 mm/km.
 PY0416
 PY0416.The geoid height was determined by GEOID03.
 PY0416
 PY0416.The dynamic height is computed by dividing the NAVD 88
 PY0416.geopotential number by the normal gravity value computed on the
 PY0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0416.degrees latitude (g = 980.6199 gals.).
 PY0416
 PY0416.The modeled gravity was interpolated from observed gravity values.
 PY0416
 PY0416;                    North         East    Units  Estimated Accuracy
 PY0416;SPC ID E     -   284,390.      271,090.      MT  (+/- 180 meters Scaled)
 PY0416
 PY0416                          SUPERSEDED SURVEY CONTROL
 PY0416
 PY0416  NGVD 29 (??/??/92) 1824.040  (m)         5984.37   (f) ADJ UNCH    1 2
 PY0416
 PY0416.Superseded values are not recommended for survey control.
 PY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0416.See file dsdata.txt to determine how the superseded data were derived.
 PY0416
 PY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP778967(NAD 83)
 PY0416_MARKER: DB = BENCH MARK DISK
 PY0416_SETTING: 66 = SET IN ROCK OUTCROP
 PY0416_SP_SET: ROCK OUTCROP
 PY0416_STAMPING: J 229 1960
 PY0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0416+STABILITY: POSITION/ELEVATION WELL
 PY0416
 PY0416  HISTORY     - Date     Condition        Report By
 PY0416  HISTORY     - 1960     MONUMENTED       CGS
 PY0416
 PY0416                          STATION DESCRIPTION
 PY0416
 PY0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0416'16.95 MI NE FROM ASHTON.
 PY0416'16.95 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 PY0416'STATION AT ASHTON, 84 FEET SOUTH-SOUTHWEST AND ACROSS THE TRACK FROM
 PY0416'MILEPOST 68, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK OUTCROP
 PY0416'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 7.0 FEET SOUTHWEST OF
 PY0416'THE SOUTHWEST RAIL, AND ABOUT 1/2 FOOT HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0204 ***********************************************************************
 PZ0204  DESIGNATION -  J 23
 PZ0204  PID         -  PZ0204
 PZ0204  STATE/COUNTY-  ID/CLARK
 PZ0204  USGS QUAD   -  BLUE DOME (1969)
 PZ0204
 PZ0204                         *CURRENT SURVEY CONTROL
 PZ0204  ___________________________________________________________________
 PZ0204* NAD 83(1986)-  44 11 48.     (N)    112 56 52.     (W)     SCALED    
 PZ0204* NAVD 88     -      1906.558  (meters)    6255.10   (feet)  ADJUSTED  
 PZ0204  ___________________________________________________________________
 PZ0204  GEOID HEIGHT-         -10.59  (meters)                     GEOID03
 PZ0204  DYNAMIC HT  -        1905.439 (meters)    6251.43  (feet)  COMP
 PZ0204  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 PZ0204
 PZ0204  VERT ORDER  -  SECOND    CLASS 0
 PZ0204
 PZ0204.The horizontal coordinates were scaled from a topographic map and have
 PZ0204.an estimated accuracy of +/- 6 seconds.
 PZ0204
 PZ0204.The orthometric height was determined by differential leveling
 PZ0204.and adjusted by the National Geodetic Survey in June 1991..
 PZ0204
 PZ0204.The geoid height was determined by GEOID03.
 PZ0204
 PZ0204.The dynamic height is computed by dividing the NAVD 88
 PZ0204.geopotential number by the normal gravity value computed on the
 PZ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0204.degrees latitude (g = 980.6199 gals.).
 PZ0204
 PZ0204.The modeled gravity was interpolated from observed gravity values.
 PZ0204
 PZ0204;                    North         East    Units  Estimated Accuracy
 PZ0204;SPC ID E     -   281,340.      137,560.      MT  (+/- 180 meters Scaled)
 PZ0204
 PZ0204                          SUPERSEDED SURVEY CONTROL
 PZ0204
 PZ0204  NGVD 29 (??/??/92) 1905.228  (m)         6250.74   (f) ADJ UNCH    2 0
 PZ0204
 PZ0204.Superseded values are not recommended for survey control.
 PZ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0204.See file dsdata.txt to determine how the superseded data were derived.
 PZ0204
 PZ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP443955(NAD 83)
 PZ0204_MARKER: DB = BENCH MARK DISK
 PZ0204_SETTING: 80 = SET IN A BOULDER
 PZ0204_SP_SET: BOULDER
 PZ0204_STAMPING: J 23 1929
 PZ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0204+STABILITY: SURFACE MOTION
 PZ0204
 PZ0204  HISTORY     - Date     Condition        Report By
 PZ0204  HISTORY     - 1929     MONUMENTED       USGS
 PZ0204
 PZ0204                          STATION DESCRIPTION
 PZ0204
 PZ0204'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0204'3.3 MI NW FROM KAUFMAN.
 PZ0204'ABOUT 3.3 MILES NORTHWEST ALONG THE ROAD LEADING TO GILMORE FROM
 PZ0204'KAUFMAN, CLARK COUNTY, AT THE BEGINNING OF THE SECOND CANYON, 21 FEET
 PZ0204'WEST OF A LARGE BOULDER AT THE EDGE OF THE ROAD, 23 FEET NORTH OF THE
 PZ0204'ROAD, IN THE TOP OF A 8- BY 10-FOOT BOULDER, AND ABOUT 3 FEET ABOVE
 PZ0204'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED J 23
 PZ0204'1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0932 ***********************************************************************
 RZ0932  DESIGNATION -  J 23
 RZ0932  PID         -  RZ0932
 RZ0932  STATE/COUNTY-  ID/NEZ PERCE
 RZ0932  USGS QUAD   -  CLARKSTON (1971)
 RZ0932
 RZ0932                         *CURRENT SURVEY CONTROL
 RZ0932  ___________________________________________________________________
 RZ0932* NAD 83(1986)-  46 24 55.     (N)    117 00 09.     (W)     SCALED    
 RZ0932* NAVD 88     -       224.563  (meters)     736.75   (feet)  ADJUSTED  
 RZ0932  ___________________________________________________________________
 RZ0932  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 RZ0932  DYNAMIC HT  -         224.563 (meters)     736.75  (feet)  COMP
 RZ0932  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 RZ0932
 RZ0932  VERT ORDER  -  FIRST     CLASS II
 RZ0932
 RZ0932.The horizontal coordinates were scaled from a topographic map and have
 RZ0932.an estimated accuracy of +/- 6 seconds.
 RZ0932
 RZ0932.The orthometric height was determined by differential leveling
 RZ0932.and adjusted by the National Geodetic Survey in June 1991..
 RZ0932
 RZ0932.The geoid height was determined by GEOID03.
 RZ0932
 RZ0932.The dynamic height is computed by dividing the NAVD 88
 RZ0932.geopotential number by the normal gravity value computed on the
 RZ0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0932.degrees latitude (g = 980.6199 gals.).
 RZ0932
 RZ0932.The modeled gravity was interpolated from observed gravity values.
 RZ0932
 RZ0932;                    North         East    Units  Estimated Accuracy
 RZ0932;SPC ID W     -   528,360.      703,710.      MT  (+/- 180 meters Scaled)
 RZ0932
 RZ0932                          SUPERSEDED SURVEY CONTROL
 RZ0932
 RZ0932  NGVD 29 (??/??/92)  223.571  (m)          733.50   (f) ADJ UNCH    1 2
 RZ0932
 RZ0932.Superseded values are not recommended for survey control.
 RZ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0932.See file dsdata.txt to determine how the superseded data were derived.
 RZ0932
 RZ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM998401(NAD 83)
 RZ0932_MARKER: DB = BENCH MARK DISK
 RZ0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0932_STAMPING: J 23 1933
 RZ0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0932+STABILITY: SURFACE MOTION
 RZ0932
 RZ0932  HISTORY     - Date     Condition        Report By
 RZ0932  HISTORY     - 1933     MONUMENTED       CGS
 RZ0932  HISTORY     - 1934     GOOD             NGS
 RZ0932  HISTORY     - 1959     MARK NOT FOUND   NGS
 RZ0932  HISTORY     - 20060903 MARK NOT FOUND   GEOCAC
 RZ0932
 RZ0932                          STATION DESCRIPTION
 RZ0932
 RZ0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RZ0932'IN LEWISTON.
 RZ0932'AT LEWISTON, NEZ PERCE COUNTY, IDAHO, ABOUT 1.3 MILE NORTH OF THE
 RZ0932'NORTH END OF A STEEL TRUSS BRIDGE ACROSS THE CLEARWATER RIVER, AT THE
 RZ0932'SOUTHEAST CORNER OF 4TH AVE. AND 20TH ST. NORTH, ABOUT 60 FEET SOUTH
 RZ0932'OF THE JUNCTION OF US HIGHWAYS 95 AND 410, 25 FEET SOUTH OF THE CENTER
 RZ0932'LINE OF US HIGHWAY 95, IN RANGE WITH THE POWER LINE POLES.  A STANDARD
 RZ0932'DISK, STAMPED J 23 1923, SET IN THE TOP OF A CONCRETE POST 10 INCHES
 RZ0932'SQUARE, AND 8 INCHES ABOVE THE GROUND.
 RZ0932
 RZ0932                          STATION RECOVERY (1959)
 RZ0932
 RZ0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0932'MARK NOT FOUND.
 RZ0932
 RZ0932                          STATION RECOVERY (2006)
 RZ0932
 RZ0932'RECOVERY NOTE BY GEOCACHING 2006 (JLH)
 RZ0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0399 ***********************************************************************
 QA0399  DESIGNATION -  J 230
 QA0399  PID         -  QA0399
 QA0399  STATE/COUNTY-  ID/BOISE
 QA0399  USGS QUAD   -  SCOTT CREEK (1972)
 QA0399
 QA0399                         *CURRENT SURVEY CONTROL
 QA0399  ___________________________________________________________________
 QA0399* NAD 83(1986)-  44 11 14.     (N)    115 42 28.     (W)     SCALED    
 QA0399* NAVD 88     -      2162.486  (meters)    7094.76   (feet)  ADJUSTED  
 QA0399  ___________________________________________________________________
 QA0399  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 QA0399  DYNAMIC HT  -        2161.163 (meters)    7090.42  (feet)  COMP
 QA0399  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 QA0399
 QA0399  VERT ORDER  -  SECOND    CLASS 0
 QA0399
 QA0399.The horizontal coordinates were scaled from a topographic map and have
 QA0399.an estimated accuracy of +/- 6 seconds.
 QA0399
 QA0399.The orthometric height was determined by differential leveling
 QA0399.and adjusted by the National Geodetic Survey in June 1991..
 QA0399
 QA0399.The geoid height was determined by GEOID03.
 QA0399
 QA0399.The dynamic height is computed by dividing the NAVD 88
 QA0399.geopotential number by the normal gravity value computed on the
 QA0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0399.degrees latitude (g = 980.6199 gals.).
 QA0399
 QA0399.The modeled gravity was interpolated from observed gravity values.
 QA0399
 QA0399;                    North         East    Units  Estimated Accuracy
 QA0399;SPC ID W     -   279,990.      803,380.      MT  (+/- 180 meters Scaled)
 QA0399
 QA0399                          SUPERSEDED SURVEY CONTROL
 QA0399
 QA0399  NGVD 29 (??/??/92) 2161.170  (m)         7090.44   (f) ADJ UNCH    2 0
 QA0399
 QA0399.Superseded values are not recommended for survey control.
 QA0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0399.See file dsdata.txt to determine how the superseded data were derived.
 QA0399
 QA0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ032934(NAD 83)
 QA0399_MARKER: DB = BENCH MARK DISK
 QA0399_SETTING: 80 = SET IN A BOULDER
 QA0399_SP_SET: BOULDER
 QA0399_STAMPING: J 230 1960
 QA0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0399+STABILITY: SURFACE MOTION
 QA0399
 QA0399  HISTORY     - Date     Condition        Report By
 QA0399  HISTORY     - 1960     MONUMENTED       CGS
 QA0399
 QA0399                          STATION DESCRIPTION
 QA0399
 QA0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0399'13.9 MI S FROM DEADWOOD DAM.
 QA0399'13.9 MILES SOUTH ALONG DEADWOOD ROAD FROM THE WEST END OF DEADWOOD
 QA0399'DAM, 90 FEET SOUTHEAST OF THE CENTER OF THE EAST END OF A 12-INCH PIPE
 QA0399'CULVERT, IN TOP OF A 4-BY 4-FOOT FLAT GRANITE BOULDER WHICH PROJECTS
 QA0399'ABOUT 1/2 FOOT ABOVE THE GROUND, 41 FEET EAST OF THE CENTER LINE OF
 QA0399'THE ROAD, 11 FEET EAST OF THE CENTER OF A DRY WASH, 23.5 FEET EAST OF
 QA0399'A WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0351 ***********************************************************************
 QA0351  DESIGNATION -  J 231
 QA0351  PID         -  QA0351
 QA0351  STATE/COUNTY-  ID/BOISE
 QA0351  USGS QUAD   -  GRANDJEAN (1972)
 QA0351
 QA0351                         *CURRENT SURVEY CONTROL
 QA0351  ___________________________________________________________________
 QA0351* NAD 83(1986)-  44 10 21.     (N)    115 13 15.     (W)     SCALED    
 QA0351* NAVD 88     -      1557.108  (meters)    5108.61   (feet)  ADJUSTED  
 QA0351  ___________________________________________________________________
 QA0351  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 QA0351  DYNAMIC HT  -        1556.243 (meters)    5105.77  (feet)  COMP
 QA0351  MODELED GRAV-     980,008.9   (mgal)                       NAVD 88
 QA0351
 QA0351  VERT ORDER  -  SECOND    CLASS 0
 QA0351
 QA0351.The horizontal coordinates were scaled from a topographic map and have
 QA0351.an estimated accuracy of +/- 6 seconds.
 QA0351
 QA0351.The orthometric height was determined by differential leveling
 QA0351.and adjusted by the National Geodetic Survey in June 1991..
 QA0351
 QA0351.The geoid height was determined by GEOID03.
 QA0351
 QA0351.The dynamic height is computed by dividing the NAVD 88
 QA0351.geopotential number by the normal gravity value computed on the
 QA0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0351.degrees latitude (g = 980.6199 gals.).
 QA0351
 QA0351.The modeled gravity was interpolated from observed gravity values.
 QA0351
 QA0351;                    North         East    Units  Estimated Accuracy
 QA0351;SPC ID W     -   278,490.      842,320.      MT  (+/- 180 meters Scaled)
 QA0351
 QA0351                          SUPERSEDED SURVEY CONTROL
 QA0351
 QA0351  NGVD 29 (??/??/92) 1555.836  (m)         5104.44   (f) ADJ UNCH    2 0
 QA0351
 QA0351.Superseded values are not recommended for survey control.
 QA0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0351.See file dsdata.txt to determine how the superseded data were derived.
 QA0351
 QA0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ422925(NAD 83)
 QA0351_MARKER: DB = BENCH MARK DISK
 QA0351_SETTING: 80 = SET IN A BOULDER
 QA0351_SP_SET: BOULDER
 QA0351_STAMPING: J 231 1960
 QA0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0351+STABILITY: SURFACE MOTION
 QA0351
 QA0351  HISTORY     - Date     Condition        Report By
 QA0351  HISTORY     - 1960     MONUMENTED       CGS
 QA0351
 QA0351                          STATION DESCRIPTION
 QA0351
 QA0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0351'2.95 MI W FROM GRANDJEAN.
 QA0351'2.95 MILES EAST OF JUNCTION OF NEW HIGHWAY AND ROAD TO GRANDJEAN, 0.1
 QA0351'MILE SOUTHEAST OF THE CROSSING OF CAMP CREEK, IN TOP OF A 6-BY 9-FOOT
 QA0351'GRANITE BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 29 FEET
 QA0351'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 120 FEET SOUTHEAST OF THE
 QA0351'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING EAST TO SUMMER HOMES,
 QA0351'126 FEET SOUTHEAST AND ACROSS THE ROAD FROM A 36-INCH PINE TREE
 QA0351'SUPPORTING A SUMMER HOME AREA NO SHOOTING BEYOND THIS POINT SIGN, 9
 QA0351'FEET NORTHWEST OF A 24-INCH FIR TREE BEARING A TRIANGULAR BLAZE, AND
 QA0351'ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0566 ***********************************************************************
 OX0566  DESIGNATION -  J 231 1
 OX0566  PID         -  OX0566
 OX0566  STATE/COUNTY-  ID/JEFFERSON
 OX0566  USGS QUAD   -  RIRIE (1980)
 OX0566
 OX0566                         *CURRENT SURVEY CONTROL
 OX0566  ___________________________________________________________________
 OX0566* NAD 83(1986)-  43 39 32.     (N)    111 45 55.     (W)     SCALED    
 OX0566* NAVD 88     -      1509.452  (meters)    4952.26   (feet)  ADJUSTED  
 OX0566  ___________________________________________________________________
 OX0566  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 OX0566  DYNAMIC HT  -        1508.657 (meters)    4949.65  (feet)  COMP
 OX0566  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 OX0566
 OX0566  VERT ORDER  -  SECOND    CLASS 0
 OX0566
 OX0566.The horizontal coordinates were scaled from a topographic map and have
 OX0566.an estimated accuracy of +/- 6 seconds.
 OX0566
 OX0566.The orthometric height was determined by differential leveling
 OX0566.and adjusted by the National Geodetic Survey in June 1991..
 OX0566
 OX0566.The geoid height was determined by GEOID03.
 OX0566
 OX0566.The dynamic height is computed by dividing the NAVD 88
 OX0566.geopotential number by the normal gravity value computed on the
 OX0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0566.degrees latitude (g = 980.6199 gals.).
 OX0566
 OX0566.The modeled gravity was interpolated from observed gravity values.
 OX0566
 OX0566;                    North         East    Units  Estimated Accuracy
 OX0566;SPC ID E     -   221,380.      232,380.      MT  (+/- 180 meters Scaled)
 OX0566
 OX0566                          SUPERSEDED SURVEY CONTROL
 OX0566
 OX0566  NGVD 29 (??/??/92) 1508.355  (m)         4948.66   (f) ADJ UNCH    2 0
 OX0566
 OX0566.Superseded values are not recommended for survey control.
 OX0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0566.See file dsdata.txt to determine how the superseded data were derived.
 OX0566
 OX0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP382342(NAD 83)
 OX0566_MARKER: S = SPIKE
 OX0566_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0566_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0566
 OX0566  HISTORY     - Date     Condition        Report By
 OX0566  HISTORY     - UNK      MONUMENTED       DOD
 OX0566  HISTORY     - 1945     GOOD             NGS
 OX0566
 OX0566                          STATION DESCRIPTION
 OX0566
 OX0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 OX0566'6.1 MI NW FROM POPLAR.
 OX0566'1.9 MILES NORTHWEST ALONG COUNTY ROAD FROM DAVES STORE AT POPLAR,
 OX0566'THENCE, 1.0 MILE WEST, 0.2 MILE NORTH, 0.2 MILE WEST, 0.2 MILE NORTH,
 OX0566'0.8 MILE WEST, 0.2 MILE NORTHWEST, 0.4 MILE NORTH 1.0 MILE WEST AND
 OX0566'0.2 MILE NORTH, ABOUT 0.1 MILE NORTH OF A FARM HOUSE ON THE EAST SIDE
 OX0566'OF ROAD, 42 FEET WEST OF SECOND POWER LINE POLE NORTH OF FARM HOUSE,
 OX0566'22 FEET WEST OF CENTER-LINE OF ROAD, 2 FEET EAST OF FENCE.  SPIKE
 OX0566'CEMENTED IN A 2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0361 ***********************************************************************
 PY0361  DESIGNATION -  J 232
 PY0361  PID         -  PY0361
 PY0361  STATE/COUNTY-  ID/FREMONT
 PY0361  USGS QUAD   -  REAS PASS (1986)
 PY0361
 PY0361                         *CURRENT SURVEY CONTROL
 PY0361  ___________________________________________________________________
 PY0361* NAD 83(1986)-  44 32 44.     (N)    111 14 25.     (W)     SCALED    
 PY0361* NAVD 88     -      2035.075  (meters)    6676.74   (feet)  POSTED    
 PY0361  ___________________________________________________________________
 PY0361  GEOID HEIGHT-          -9.04  (meters)                     GEOID03
 PY0361  DYNAMIC HT  -        2033.940 (meters)    6673.02  (feet)  COMP
 PY0361  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 PY0361
 PY0361  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0361
 PY0361.The horizontal coordinates were scaled from a topographic map and have
 PY0361.an estimated accuracy of +/- 6 seconds.
 PY0361
 PY0361.The orthometric height was determined by differential leveling
 PY0361.and adjusted by the National Geodetic Survey in 1992..
 PY0361.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0361.rate of 4.1 thru 8.0 mm/km.
 PY0361
 PY0361.The geoid height was determined by GEOID03.
 PY0361
 PY0361.The dynamic height is computed by dividing the NAVD 88
 PY0361.geopotential number by the normal gravity value computed on the
 PY0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0361.degrees latitude (g = 980.6199 gals.).
 PY0361
 PY0361.The modeled gravity was interpolated from observed gravity values.
 PY0361
 PY0361;                    North         East    Units  Estimated Accuracy
 PY0361;SPC ID E     -   320,230.      273,610.      MT  (+/- 180 meters Scaled)
 PY0361
 PY0361                          SUPERSEDED SURVEY CONTROL
 PY0361
 PY0361  NGVD 29 (??/??/92) 2033.720  (m)         6672.30   (f) ADJ UNCH    1 2
 PY0361
 PY0361.Superseded values are not recommended for survey control.
 PY0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0361.See file dsdata.txt to determine how the superseded data were derived.
 PY0361
 PY0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ809324(NAD 83)
 PY0361_MARKER: DB = BENCH MARK DISK
 PY0361_SETTING: 66 = SET IN ROCK OUTCROP
 PY0361_SP_SET: LAVA OUTCROP
 PY0361_STAMPING: J 232 1960
 PY0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0361+STABILITY: POSITION/ELEVATION WELL
 PY0361
 PY0361  HISTORY     - Date     Condition        Report By
 PY0361  HISTORY     - 1960     MONUMENTED       CGS
 PY0361
 PY0361                          STATION DESCRIPTION
 PY0361
 PY0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0361'3.5 MI NE FROM BIG SPRINGS.
 PY0361'3.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0361'AT BIG SPRINGS, 7 POLES NORTHEAST OF MILEPOLE 94, AT THE NORTHEAST END
 PY0361'OF A GRADUAL CURVE, IN TOP OF A 4-BY 6-FOOT LAVA OUTCROP WHICH
 PY0361'PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 26.6 FEET SOUTHEAST OF THE
 PY0361'SOUTHEAST RAIL, 132 FEET SOUTH OF THE SOUTH CORNER OF A SECTION CAR
 PY0361'SET-OFF, 69 FEET SOUTHWEST OF TELEGRAPH POLE 3, AND ABOUT 3 FEET
 PY0361'HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0085 ***********************************************************************
 QA0085  DESIGNATION -  J 233
 QA0085  PID         -  QA0085
 QA0085  STATE/COUNTY-  ID/CUSTER
 QA0085  USGS QUAD   -  TWIN PEAKS (1989)
 QA0085
 QA0085                         *CURRENT SURVEY CONTROL
 QA0085  ___________________________________________________________________
 QA0085* NAD 83(1986)-  44 30 01.     (N)    114 24 02.     (W)     SCALED    
 QA0085* NAVD 88     -      2122.584  (meters)    6963.84   (feet)  ADJUSTED  
 QA0085  ___________________________________________________________________
 QA0085  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 QA0085  DYNAMIC HT  -        2121.317 (meters)    6959.69  (feet)  COMP
 QA0085  MODELED GRAV-     979,944.4   (mgal)                       NAVD 88
 QA0085
 QA0085  VERT ORDER  -  SECOND    CLASS 0
 QA0085
 QA0085.The horizontal coordinates were scaled from a topographic map and have
 QA0085.an estimated accuracy of +/- 6 seconds.
 QA0085
 QA0085.The orthometric height was determined by differential leveling
 QA0085.and adjusted by the National Geodetic Survey in June 1991..
 QA0085
 QA0085.The geoid height was determined by GEOID03.
 QA0085
 QA0085.The dynamic height is computed by dividing the NAVD 88
 QA0085.geopotential number by the normal gravity value computed on the
 QA0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0085.degrees latitude (g = 980.6199 gals.).
 QA0085
 QA0085.The modeled gravity was interpolated from observed gravity values.
 QA0085
 QA0085;                    North         East    Units  Estimated Accuracy
 QA0085;SPC ID C     -   314,860.      468,150.      MT  (+/- 180 meters Scaled)
 QA0085
 QA0085                          SUPERSEDED SURVEY CONTROL
 QA0085
 QA0085  NGVD 29 (??/??/92) 2121.254  (m)         6959.48   (f) ADJ UNCH    2 0
 QA0085
 QA0085.Superseded values are not recommended for survey control.
 QA0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0085.See file dsdata.txt to determine how the superseded data were derived.
 QA0085
 QA0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK066307(NAD 83)
 QA0085_MARKER: DB = BENCH MARK DISK
 QA0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0085_STAMPING: J 233 1960
 QA0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0085+STABILITY: SURFACE MOTION
 QA0085
 QA0085  HISTORY     - Date     Condition        Report By
 QA0085  HISTORY     - 1960     MONUMENTED       CGS
 QA0085
 QA0085                          STATION DESCRIPTION
 QA0085
 QA0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0085'11.1 MI W FROM CHALLIS.
 QA0085'11.1 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST OFFICE
 QA0085'AT CHALLIS, AT THE EAST END OF A TURN-OUT, 36 FEET SOUTH-SOUTHEAST OF
 QA0085'THE CENTER LINE OF THE ROAD, 23 FEET NORTH OF THE NORTH BANK OF A
 QA0085'CREEK, 2.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 QA0085'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 QA0085'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0153 ***********************************************************************
 QA0153  DESIGNATION -  J 234
 QA0153  PID         -  QA0153
 QA0153  STATE/COUNTY-  ID/CUSTER
 QA0153  USGS QUAD   -  CUSTER (1963)
 QA0153
 QA0153                         *CURRENT SURVEY CONTROL
 QA0153  ___________________________________________________________________
 QA0153* NAD 83(1986)-  44 22 56.     (N)    114 42 45.     (W)     SCALED    
 QA0153* NAVD 88     -      1954.926  (meters)    6413.79   (feet)  ADJUSTED  
 QA0153  ___________________________________________________________________
 QA0153  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 QA0153  DYNAMIC HT  -        1953.728 (meters)    6409.86  (feet)  COMP
 QA0153  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 QA0153
 QA0153  VERT ORDER  -  SECOND    CLASS 0
 QA0153
 QA0153.The horizontal coordinates were scaled from a topographic map and have
 QA0153.an estimated accuracy of +/- 6 seconds.
 QA0153
 QA0153.The orthometric height was determined by differential leveling
 QA0153.and adjusted by the National Geodetic Survey in June 1991..
 QA0153
 QA0153.The geoid height was determined by GEOID03.
 QA0153
 QA0153.The dynamic height is computed by dividing the NAVD 88
 QA0153.geopotential number by the normal gravity value computed on the
 QA0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0153.degrees latitude (g = 980.6199 gals.).
 QA0153
 QA0153.The modeled gravity was interpolated from observed gravity values.
 QA0153
 QA0153;                    North         East    Units  Estimated Accuracy
 QA0153;SPC ID C     -   301,910.      443,220.      MT  (+/- 180 meters Scaled)
 QA0153
 QA0153                          SUPERSEDED SURVEY CONTROL
 QA0153
 QA0153  NGVD 29 (??/??/92) 1953.576  (m)         6409.36   (f) ADJ UNCH    2 0
 QA0153
 QA0153.Superseded values are not recommended for survey control.
 QA0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0153.See file dsdata.txt to determine how the superseded data were derived.
 QA0153
 QA0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK822168(NAD 83)
 QA0153_MARKER: DB = BENCH MARK DISK
 QA0153_SETTING: 66 = SET IN ROCK OUTCROP
 QA0153_SP_SET: ROCK OUTCROP
 QA0153_STAMPING: J 234 1960
 QA0153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0153+STABILITY: POSITION/ELEVATION WELL
 QA0153
 QA0153  HISTORY     - Date     Condition        Report By
 QA0153  HISTORY     - 1960     MONUMENTED       CGS
 QA0153
 QA0153                          STATION DESCRIPTION
 QA0153
 QA0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0153'9.45 MI N FROM SUNBEAM.
 QA0153'9.45 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AND STORE AT
 QA0153'SUNBEAM, 0.35 MILE NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 QA0153'NORTH TO LOON CREEK RANGER STATION, SET VERTICALLY IN THE SOUTHEAST
 QA0153'FACE OF A MASSIVE ROCK OUTCROP WHICH EXTENDS TO THE TOP OF A HILL, 20
 QA0153'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET HIGHER
 QA0153'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0501 ***********************************************************************
 PY0501  DESIGNATION -  J 235
 PY0501  PID         -  PY0501
 PY0501  STATE/COUNTY-  ID/FREMONT
 PY0501  USGS QUAD   -  ISLAND PARK (1964)
 PY0501
 PY0501                         *CURRENT SURVEY CONTROL
 PY0501  ___________________________________________________________________
 PY0501* NAD 83(1986)-  44 26 01.     (N)    111 22 07.     (W)     SCALED    
 PY0501* NAVD 88     -      1920.614  (meters)    6301.21   (feet)  POSTED    
 PY0501  ___________________________________________________________________
 PY0501  GEOID HEIGHT-          -9.44  (meters)                     GEOID03
 PY0501  DYNAMIC HT  -        1919.540 (meters)    6297.69  (feet)  COMP
 PY0501  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 PY0501
 PY0501  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0501
 PY0501.The horizontal coordinates were scaled from a topographic map and have
 PY0501.an estimated accuracy of +/- 6 seconds.
 PY0501
 PY0501.The orthometric height was determined by differential leveling
 PY0501.and adjusted by the National Geodetic Survey in 1992..
 PY0501.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0501.rate of 3.1 thru 4.0 mm/km.
 PY0501
 PY0501.The geoid height was determined by GEOID03.
 PY0501
 PY0501.The dynamic height is computed by dividing the NAVD 88
 PY0501.geopotential number by the normal gravity value computed on the
 PY0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0501.degrees latitude (g = 980.6199 gals.).
 PY0501
 PY0501.The modeled gravity was interpolated from observed gravity values.
 PY0501
 PY0501;                    North         East    Units  Estimated Accuracy
 PY0501;SPC ID E     -   307,680.      263,540.      MT  (+/- 180 meters Scaled)
 PY0501
 PY0501                          SUPERSEDED SURVEY CONTROL
 PY0501
 PY0501  NGVD 29 (??/??/92) 1919.377  (m)         6297.16   (f) ADJ UNCH    2 0
 PY0501
 PY0501.Superseded values are not recommended for survey control.
 PY0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0501.See file dsdata.txt to determine how the superseded data were derived.
 PY0501
 PY0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ706201(NAD 83)
 PY0501_MARKER: DD = SURVEY DISK
 PY0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0501_STAMPING: J 235 1946
 PY0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0501+STABILITY: SURFACE MOTION
 PY0501
 PY0501  HISTORY     - Date     Condition        Report By
 PY0501  HISTORY     - 1946     MONUMENTED       DOD
 PY0501  HISTORY     - 1963     MARK NOT FOUND   USGS
 PY0501
 PY0501                          STATION DESCRIPTION
 PY0501
 PY0501'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0501'37.0 MI N FROM ASHTON.
 PY0501'37.0 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0501'0.8 MILE NORTH OF PONDS LODGE, 0.2 MILE NORTH OF APPROACHING PONDS
 PY0501'LODGE SIGN, 25 FEET WEST OF THE HIGHWAY, AND 2.5 FEET EAST OF A WHITE
 PY0501'WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 PY0501'STAMPED J 235 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PY0501'0.6 FOOT ABOVE GROUND.
 PY0501
 PY0501                          STATION RECOVERY (1963)
 PY0501
 PY0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PY0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0252 ***********************************************************************
 RZ0252  DESIGNATION -  J 24
 RZ0252  PID         -  RZ0252
 RZ0252  STATE/COUNTY-  ID/LEWIS
 RZ0252  USGS QUAD   -  REUBENS (1984)
 RZ0252
 RZ0252                         *CURRENT SURVEY CONTROL
 RZ0252  ___________________________________________________________________
 RZ0252* NAD 83(1986)-  46 15 08.     (N)    116 37 31.     (W)     SCALED    
 RZ0252* NAVD 88     -      1208.332  (meters)    3964.34   (feet)  ADJUSTED  
 RZ0252  ___________________________________________________________________
 RZ0252  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 RZ0252  DYNAMIC HT  -        1208.104 (meters)    3963.59  (feet)  COMP
 RZ0252  MODELED GRAV-     980,383.1   (mgal)                       NAVD 88
 RZ0252
 RZ0252  VERT ORDER  -  FIRST     CLASS II
 RZ0252
 RZ0252.The horizontal coordinates were scaled from a topographic map and have
 RZ0252.an estimated accuracy of +/- 6 seconds.
 RZ0252
 RZ0252.The orthometric height was determined by differential leveling
 RZ0252.and adjusted by the National Geodetic Survey in June 1991..
 RZ0252
 RZ0252.The geoid height was determined by GEOID03.
 RZ0252
 RZ0252.The dynamic height is computed by dividing the NAVD 88
 RZ0252.geopotential number by the normal gravity value computed on the
 RZ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0252.degrees latitude (g = 980.6199 gals.).
 RZ0252
 RZ0252.The modeled gravity was interpolated from observed gravity values.
 RZ0252
 RZ0252;                    North         East    Units  Estimated Accuracy
 RZ0252;SPC ID W     -   509,850.      732,510.      MT  (+/- 180 meters Scaled)
 RZ0252
 RZ0252                          SUPERSEDED SURVEY CONTROL
 RZ0252
 RZ0252  NGVD 29 (??/??/92) 1207.233  (m)         3960.73   (f) ADJ UNCH    1 2
 RZ0252
 RZ0252.Superseded values are not recommended for survey control.
 RZ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0252.See file dsdata.txt to determine how the superseded data were derived.
 RZ0252
 RZ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM288221(NAD 83)
 RZ0252_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0252
 RZ0252  HISTORY     - Date     Condition        Report By
 RZ0252  HISTORY     - 1933     MONUMENTED       CGS
 RZ0252  HISTORY     - 1982     POOR             USGS
 RZ0252
 RZ0252                          STATION DESCRIPTION
 RZ0252
 RZ0252'DESCRIBED BY US GEOLOGICAL SURVEY 1982
 RZ0252'THE MARK IS NOW RIGHT ON THE EDGE OF A DRAINAGE DITCH BESIDE A ROAD
 RZ0252'AND PROBABLY DURING ROAD WORK WAS STRUCT BY ROAD EQUIPMENT. A CORNER
 RZ0252'OF THE POST HAS BEEN BROKEN OFF AND THE POST IS LEANING ABOUT 10
 RZ0252'DEGREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0209 ***********************************************************************
 PZ0209  DESIGNATION -  J 24
 PZ0209  PID         -  PZ0209
 PZ0209  STATE/COUNTY-  ID/CLARK
 PZ0209  USGS QUAD   -  BLUE DOME (1969)
 PZ0209
 PZ0209                         *CURRENT SURVEY CONTROL
 PZ0209  ___________________________________________________________________
 PZ0209* NAD 83(1992)-  44 09 50.99181(N)    112 55 04.00202(W)     ADJUSTED  
 PZ0209* NAVD 88     -      1876.554  (meters)    6156.66   (feet)  ADJUSTED  
 PZ0209  ___________________________________________________________________
 PZ0209  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 PZ0209  GEOID HEIGHT-         -10.61  (meters)                     GEOID03
 PZ0209  DYNAMIC HT  -        1875.469 (meters)    6153.10  (feet)  COMP
 PZ0209  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 PZ0209
 PZ0209  HORZ ORDER  -  THIRD
 PZ0209  VERT ORDER  -  SECOND    CLASS 0
 PZ0209
 PZ0209.The horizontal coordinates were established by classical geodetic methods
 PZ0209.and adjusted by the National Geodetic Survey in July 1992..
 PZ0209
 PZ0209.The orthometric height was determined by differential leveling
 PZ0209.and adjusted by the National Geodetic Survey in June 1991..
 PZ0209
 PZ0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0209
 PZ0209.The geoid height was determined by GEOID03.
 PZ0209
 PZ0209.The dynamic height is computed by dividing the NAVD 88
 PZ0209.geopotential number by the normal gravity value computed on the
 PZ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0209.degrees latitude (g = 980.6199 gals.).
 PZ0209
 PZ0209.The modeled gravity was interpolated from observed gravity values.
 PZ0209
 PZ0209;                    North         East     Units Scale Factor Converg.
 PZ0209;SPC ID E     -   277,709.527   139,925.659   MT  0.99999174   -0 31 24.0
 PZ0209;SPC ID C     -   278,004.744   586,556.790   MT  1.00003948   +0 45 14.6
 PZ0209;UTM  12      - 4,891,894.692   346,667.530   MT  0.99988916   -1 20 11.1
 PZ0209
 PZ0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0209!SPC ID E     -   0.99970750  x   0.99999174  =   0.99969924
 PZ0209!SPC ID C     -   0.99970750  x   1.00003948  =   0.99974697
 PZ0209!UTM  12      -   0.99970750  x   0.99988916  =   0.99959669
 PZ0209
 PZ0209|---------------------------------------------------------------------|
 PZ0209| PID    Reference Object                     Distance      Geod. Az  |
 PZ0209|                                                           dddmmss.s |
 PZ0209| CN3953 J 24 RM 1                             6.310 METERS 05919     |
 PZ0209| CN3954 J 24 RM 2                             9.408 METERS 15540     |
 PZ0209| PZ0748 DIAMOND PEAK                        APPROX.13.4 KM 2591218.2 |
 PZ0209| CN3952 J 24 AZ MK                                         3313256.8 |
 PZ0209|---------------------------------------------------------------------|
 PZ0209
 PZ0209                          SUPERSEDED SURVEY CONTROL
 PZ0209
 PZ0209  NAD 83(1986)-  44 09 50.98783(N)    112 55 03.99490(W) AD(       ) 3
 PZ0209  NAD 27      -  44 09 51.31900(N)    112 55 00.98400(W) AD(       ) 3
 PZ0209  NGVD 29 (??/??/92) 1875.250  (m)         6152.38   (f) ADJ UNCH    2 0
 PZ0209
 PZ0209.Superseded values are not recommended for survey control.
 PZ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0209.See file dsdata.txt to determine how the superseded data were derived.
 PZ0209
 PZ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP4666891895(NAD 83)
 PZ0209_MARKER: DB = BENCH MARK DISK
 PZ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0209_STAMPING: J 24 1929
 PZ0209_MARK LOGO: USGS  
 PZ0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0209+STABILITY: SURFACE MOTION
 PZ0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0209+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1992
 PZ0209
 PZ0209  HISTORY     - Date     Condition        Report By
 PZ0209  HISTORY     - 1929     MONUMENTED       USGS
 PZ0209  HISTORY     - 1950     GOOD             USGS
 PZ0209  HISTORY     - 1956     GOOD             USGS
 PZ0209  HISTORY     - 19920421 GOOD             IDDT
 PZ0209
 PZ0209                          STATION DESCRIPTION
 PZ0209
 PZ0209'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0209'IN KAUFMAN.
 PZ0209'AT KAUFMAN, CLARK COUNTY, ON THE ROAD TO GILMORE, ABOUT 1,200 FEET
 PZ0209'WEST OF A BRIDGE OVER BIRCH CREEK, ABOUT 60 FEET SOUTH OF A FENCE POST
 PZ0209'PAINTED U.S.G.S. P.B.M. 6140, AND ABOUT 35 FEET SOUTH OF THE ROAD. A
 PZ0209'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED J 24 1929 AND
 PZ0209'SET IN THE TOP OF A CONCRETE POST.
 PZ0209
 PZ0209                          STATION RECOVERY (1950)
 PZ0209
 PZ0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950 (WRH)
 PZ0209'THE STATION IS LOCATED IN THE LEMHI VALLEY AND ALONG THE
 PZ0209'SOUTHWEST SIDE OF STATE HIGHWAY 28.  IT IS ABOUT 33 MILES
 PZ0209'AIRLINE NORTHWEST OF TERRETON, ABOUT 36 MILES AIRLINE WEST
 PZ0209'OF DUBOIS, AND 1/2 MILE NORTHWEST OF THE BIRCH CREEK INN
 PZ0209'AND THE BLUE DOME CAFE.
 PZ0209'
 PZ0209'THE STATION IS 106 FEET SOUTHWEST OF THE CENTER LINE ON THE
 PZ0209'HIGHWAY AND 75 FEET NORTH OF A LOW SANDY HILL.  IT IS A
 PZ0209'STANDARD USGS DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 PZ0209'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED--J
 PZ0209'24 1929.
 PZ0209'
 PZ0209'REFERENCE MARK NUMBER ONE IS 86 FEET SOUTHWEST OF THE CENTER
 PZ0209'LINE OF THE HIGHWAY AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 PZ0209'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 PZ0209'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE
 PZ0209'DISK IS STAMPED--BM J 24 USGS NO 1 1950.
 PZ0209'
 PZ0209'REFERENCE MARK NUMBER TWO IS 108 FEET SOUTHWEST OF THE CENTER
 PZ0209'LINE OF THE HIGHWAY AND ABOUT 1 FOOT LOWER THAN THE STATION.
 PZ0209'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 PZ0209'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE
 PZ0209'DISK IS STAMPED--BM J 24 USGS NO 2 1950.
 PZ0209'
 PZ0209'THE AZIMUTH MARK IS 50 FEET NORTHEAST OF THE CENTER LINE
 PZ0209'OF THE HIGHWAY AND 2-1/2 FEET SOUTHEAST OF A FENCE CORNER.
 PZ0209'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 PZ0209'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE
 PZ0209'DISK IS STAMPED--BM J 24 USGS 1950.  TO REACH THE MARK FROM
 PZ0209'THE STATION GO NORTHWEST ON THE HIGHWAY FOR 0.3 MILE TO THE
 PZ0209'MARK ON THE RIGHT.
 PZ0209'
 PZ0209'TO REACH THE STATION FROM THE POST OFFICE IN TERRETON GO
 PZ0209'WEST AND NORTHWEST ON STATE HIGHWAY 28 FOR 33.7 MILES TO
 PZ0209'THE BLUE DOME CAFE ON THE RIGHT.  CONTINUE, NORTHWEST, ON
 PZ0209'THE HIGHWAY FOR 0.5 MILE TO THE STATION ON THE LEFT.
 PZ0209'
 PZ0209'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 PZ0209
 PZ0209                          STATION RECOVERY (1956)
 PZ0209
 PZ0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0209'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 PZ0209'
 PZ0209'STATION MARK--A STANDARD USGS DISK SET IN THE TOP OF A 6-IN. SQUARE
 PZ0209'CONCRETE POST THAT PROJECTS 8 IN. ABOVE THE GROUND.  THE DISK IS
 PZ0209'STAMPED---J 24 1929---.
 PZ0209
 PZ0209                          STATION RECOVERY (1992)
 PZ0209
 PZ0209'RECOVERY NOTE BY ID DEPT OF TRANSP 1992 (GDJ)
 PZ0209'RECOVERED AS DESCRIBED EXCEPT MARK IS AT THE SOUTHEAST CORNER OF STATE
 PZ0209'PIT CL-15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0011 ***********************************************************************
 RA0011  DESIGNATION -  J 25
 RA0011  PID         -  RA0011
 RA0011  STATE/COUNTY-  ID/IDAHO
 RA0011  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA0011
 RA0011                         *CURRENT SURVEY CONTROL
 RA0011  ___________________________________________________________________
 RA0011* NAD 83(1986)-  45 53 34.     (N)    116 10 58.     (W)     SCALED    
 RA0011* NAVD 88     -      1092.249  (meters)    3583.49   (feet)  ADJUSTED  
 RA0011  ___________________________________________________________________
 RA0011  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RA0011  DYNAMIC HT  -        1092.013 (meters)    3582.71  (feet)  COMP
 RA0011  MODELED GRAV-     980,362.1   (mgal)                       NAVD 88
 RA0011
 RA0011  VERT ORDER  -  FIRST     CLASS II
 RA0011
 RA0011.The horizontal coordinates were scaled from a topographic map and have
 RA0011.an estimated accuracy of +/- 6 seconds.
 RA0011
 RA0011.The orthometric height was determined by differential leveling
 RA0011.and adjusted by the National Geodetic Survey in June 1991..
 RA0011.WARNING-Repeat measurements at this control monument indicate possible
 RA0011.vertical movement.
 RA0011
 RA0011.The geoid height was determined by GEOID03.
 RA0011
 RA0011.The dynamic height is computed by dividing the NAVD 88
 RA0011.geopotential number by the normal gravity value computed on the
 RA0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0011.degrees latitude (g = 980.6199 gals.).
 RA0011
 RA0011.The modeled gravity was interpolated from observed gravity values.
 RA0011
 RA0011;                    North         East    Units  Estimated Accuracy
 RA0011;SPC ID W     -   469,610.      766,410.      MT  (+/- 180 meters Scaled)
 RA0011
 RA0011                          SUPERSEDED SURVEY CONTROL
 RA0011
 RA0011  NGVD 29 (??/??/92) 1091.168  (m)         3579.94   (f) ADJ UNCH    1 2
 RA0011
 RA0011.Superseded values are not recommended for survey control.
 RA0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0011.See file dsdata.txt to determine how the superseded data were derived.
 RA0011
 RA0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL634824(NAD 83)
 RA0011_MARKER: DB = BENCH MARK DISK
 RA0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0011_STAMPING: J 25 1933
 RA0011_MARK LOGO: CGS   
 RA0011_PROJECTION: FLUSH
 RA0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0011+STABILITY: SURFACE MOTION
 RA0011
 RA0011  HISTORY     - Date     Condition        Report By
 RA0011  HISTORY     - 1933     MONUMENTED       CGS
 RA0011  HISTORY     - 1965     GOOD             NGS
 RA0011  HISTORY     - 1982     GOOD             NGS
 RA0011
 RA0011                          STATION DESCRIPTION
 RA0011
 RA0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RA0011'4.25 MI SW FROM GRANGEVILLE.
 RA0011'0.35 MILE WEST ALONG STATE HIGHWAY 13, MAIN STREET, FROM THE
 RA0011'GRANGEVILLE POST OFFICE TO THE JUNCTION WITH U.S. HIGHWAY 95, THEN
 RA0011'SOUTHWEST ALONG U.S. HIGHWAY 95 FOR 3.9 MILES TO THE MARK ON THE
 RA0011'RIGHT, 0.2 MILE NORTH OF MILE POST NO. 248, 250 FEET NORTHEAST OF AN
 RA0011'IRON PIPE CULVERT WITH A CONCRETE HEADWALL, 80 FEET NORTH OF THE NORTH
 RA0011'END OF A GATE AT A T FENCE CORNER, 56 FEET NORTH OF A WARNING SIGN, 27
 RA0011'FEET WEST OF THE CENTER OF THE HIGHWAY, 26 FEET NORTH OF AN APPLE
 RA0011'TREE, 3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 2 1/2 FEET EAST OF
 RA0011'TELEPHONE POLE NO. 68 AND 0.5 FOOT SOUTH OF A METAL WITNESS POST SET
 RA0011'IN A SQUARE CONCRETE POST THAT IS 1 INCH BELOW THE SURFACE.
 RA0011
 RA0011                          STATION RECOVERY (1982)
 RA0011
 RA0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0011'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.2 KM
 RA0011'(2.65 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE T-JUNCTION OF STATE
 RA0011'HIGHWAY 13 IN GRANGEVILLE, THENCE 2.0 KM (1.25 MI) SOUTH ALONG OLD
 RA0011'HIGHWAY 95, 0.16 KM (0.1 MI) SOUTHWEST OF A CREEK CROSSING, 8.5 METERS
 RA0011'(28 FT) NORTHWEST OF THE OLD HIGHWAY CENTERLINE, 76.2 METERS (250 FT)
 RA0011'NORTHEAST OF THE NORTHWEST END OF A 24-INCH IRON PIPE CULVERT,
 RA0011'24.4 METERS (80 FT) NORTHEAST OF THE NORTHEAST GATE POST FOR A WIRE
 RA0011'GATE, 0.9 METER (3 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 RA0011'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RA0011'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0213 ***********************************************************************
 PZ0213  DESIGNATION -  J 25
 PZ0213  PID         -  PZ0213
 PZ0213  STATE/COUNTY-  ID/CLARK
 PZ0213  USGS QUAD   -  BLUE DOME (1969)
 PZ0213
 PZ0213                         *CURRENT SURVEY CONTROL
 PZ0213  ___________________________________________________________________
 PZ0213* NAD 83(1986)-  44 07 39.     (N)    112 53 24.     (W)     SCALED    
 PZ0213* NAVD 88     -      1818.787  (meters)    5967.14   (feet)  ADJUSTED  
 PZ0213  ___________________________________________________________________
 PZ0213  GEOID HEIGHT-         -10.68  (meters)                     GEOID03
 PZ0213  DYNAMIC HT  -        1817.761 (meters)    5963.77  (feet)  COMP
 PZ0213  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 PZ0213
 PZ0213  VERT ORDER  -  SECOND    CLASS 0
 PZ0213
 PZ0213.The horizontal coordinates were scaled from a topographic map and have
 PZ0213.an estimated accuracy of +/- 6 seconds.
 PZ0213
 PZ0213.The orthometric height was determined by differential leveling
 PZ0213.and adjusted by the National Geodetic Survey in June 1991..
 PZ0213
 PZ0213.The geoid height was determined by GEOID03.
 PZ0213
 PZ0213.The dynamic height is computed by dividing the NAVD 88
 PZ0213.geopotential number by the normal gravity value computed on the
 PZ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0213.degrees latitude (g = 980.6199 gals.).
 PZ0213
 PZ0213.The modeled gravity was interpolated from observed gravity values.
 PZ0213
 PZ0213;                    North         East    Units  Estimated Accuracy
 PZ0213;SPC ID E     -   273,620.      142,110.      MT  (+/- 180 meters Scaled)
 PZ0213
 PZ0213                          SUPERSEDED SURVEY CONTROL
 PZ0213
 PZ0213  NGVD 29 (??/??/92) 1817.517  (m)         5962.97   (f) ADJ UNCH    2 0
 PZ0213
 PZ0213.Superseded values are not recommended for survey control.
 PZ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0213.See file dsdata.txt to determine how the superseded data were derived.
 PZ0213
 PZ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP487877(NAD 83)
 PZ0213_MARKER: DB = BENCH MARK DISK
 PZ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0213_STAMPING: J 25 1929
 PZ0213_MARK LOGO: USGS  
 PZ0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0213+STABILITY: SURFACE MOTION
 PZ0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PZ0213+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 PZ0213
 PZ0213  HISTORY     - Date     Condition        Report By
 PZ0213  HISTORY     - 1929     MONUMENTED       USGS
 PZ0213  HISTORY     - 1969     MARK NOT FOUND   USGS
 PZ0213  HISTORY     - 19920422 POOR             IDDT
 PZ0213
 PZ0213                          STATION DESCRIPTION
 PZ0213
 PZ0213'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 PZ0213'2.6 MI SE FROM KAUFMAN.
 PZ0213'2.6 MILES SOUTHEAST ALONG THE ROAD LEADING TO RENO RANCH FROM KAUFMAN,
 PZ0213'ABOUT 300 FEET SOUTH OF THE OLD GODDARD RANCH, AND ABOUT 30 FEET EAST
 PZ0213'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE OLD
 PZ0213'GODDARD RANCH WAS FOUND AND A DISTANCE OF 300 FEET MARKED OFF AND THE
 PZ0213'BM WAS LOCATED IN WHAT IS NOW AN ALFALFA FIELD.  THEREFORE IT IS
 PZ0213'LOGICAL TO ASSUME THAT THIS BM WAS PLOWED OUT.
 PZ0213
 PZ0213                          STATION RECOVERY (1992)
 PZ0213
 PZ0213'RECOVERY NOTE BY ID DEPT OF TRANSP 1992 (GDJ)
 PZ0213'THE CONCRETE POST WAS STILL IN THE GROUND BUT WAS TILTED TO THE SIDE.
 PZ0213'MARK IS NOT USEABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0653 ***********************************************************************
 NV0653  DESIGNATION -  J 251
 NV0653  PID         -  NV0653
 NV0653  STATE/COUNTY-  ID/OWYHEE
 NV0653  USGS QUAD   -  BROKEN WAGON FLAT (1980)
 NV0653
 NV0653                         *CURRENT SURVEY CONTROL
 NV0653  ___________________________________________________________________
 NV0653* NAD 83(1986)-  42 38 26.     (N)    115 47 40.     (W)     SCALED    
 NV0653* NAVD 88     -      1125.683  (meters)    3693.18   (feet)  ADJUSTED  
 NV0653  ___________________________________________________________________
 NV0653  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 NV0653  DYNAMIC HT  -        1125.070 (meters)    3691.17  (feet)  COMP
 NV0653  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 NV0653
 NV0653  VERT ORDER  -  SECOND    CLASS 0
 NV0653
 NV0653.The horizontal coordinates were scaled from a topographic map and have
 NV0653.an estimated accuracy of +/- 6 seconds.
 NV0653
 NV0653.The orthometric height was determined by differential leveling
 NV0653.and adjusted by the National Geodetic Survey in June 1991..
 NV0653
 NV0653.The geoid height was determined by GEOID03.
 NV0653
 NV0653.The dynamic height is computed by dividing the NAVD 88
 NV0653.geopotential number by the normal gravity value computed on the
 NV0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0653.degrees latitude (g = 980.6199 gals.).
 NV0653
 NV0653.The modeled gravity was interpolated from observed gravity values.
 NV0653
 NV0653;                    North         East    Units  Estimated Accuracy
 NV0653;SPC ID W     -   108,170.      796,360.      MT  (+/- 180 meters Scaled)
 NV0653
 NV0653                          SUPERSEDED SURVEY CONTROL
 NV0653
 NV0653  NGVD 29 (??/??/92) 1124.710  (m)         3689.99   (f) ADJ UNCH    2 0
 NV0653
 NV0653.Superseded values are not recommended for survey control.
 NV0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0653.See file dsdata.txt to determine how the superseded data were derived.
 NV0653
 NV0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH988216(NAD 83)
 NV0653_MARKER: DB = BENCH MARK DISK
 NV0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0653_STAMPING: J 251 1961
 NV0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0653+STABILITY: SURFACE MOTION
 NV0653
 NV0653  HISTORY     - Date     Condition        Report By
 NV0653  HISTORY     - 1961     MONUMENTED       CGS
 NV0653
 NV0653                          STATION DESCRIPTION
 NV0653
 NV0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NV0653'18.0 MI SW FROM HOT SPRING.
 NV0653'13.8 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0653'BRUNEAU RIVER AT HOT SPRINGS, TO A CROSS-ROAD, THEN 4.2 MILES WEST
 NV0653'ALONG ROAD TO STATE HIGHWAY 51, 100 FEET SOUTH OF THE CENTER OF A Y
 NV0653'JUNCTION OF ROADS, 23 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 1.6
 NV0653'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF AN 11 INCH SQUARE
 NV0653'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0003 ***********************************************************************
 RA0003  DESIGNATION -  J 26
 RA0003  PID         -  RA0003
 RA0003  STATE/COUNTY-  ID/IDAHO
 RA0003  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA0003
 RA0003                         *CURRENT SURVEY CONTROL
 RA0003  ___________________________________________________________________
 RA0003* NAD 83(1986)-  45 56 23.     (N)    116 10 40.     (W)     SCALED    
 RA0003* NAVD 88     -      1008.212  (meters)    3307.78   (feet)  ADJUSTED  
 RA0003  ___________________________________________________________________
 RA0003  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 RA0003  DYNAMIC HT  -        1008.018 (meters)    3307.14  (feet)  COMP
 RA0003  MODELED GRAV-     980,389.0   (mgal)                       NAVD 88
 RA0003
 RA0003  VERT ORDER  -  FIRST     CLASS II
 RA0003
 RA0003.The horizontal coordinates were scaled from a topographic map and have
 RA0003.an estimated accuracy of +/- 6 seconds.
 RA0003
 RA0003.The orthometric height was determined by differential leveling
 RA0003.and adjusted by the National Geodetic Survey in June 1991..
 RA0003.WARNING-Repeat measurements at this control monument indicate possible
 RA0003.vertical movement.
 RA0003
 RA0003.The geoid height was determined by GEOID03.
 RA0003
 RA0003.The dynamic height is computed by dividing the NAVD 88
 RA0003.geopotential number by the normal gravity value computed on the
 RA0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0003.degrees latitude (g = 980.6199 gals.).
 RA0003
 RA0003.The modeled gravity was interpolated from observed gravity values.
 RA0003
 RA0003;                    North         East    Units  Estimated Accuracy
 RA0003;SPC ID W     -   474,830.      766,830.      MT  (+/- 180 meters Scaled)
 RA0003
 RA0003                          SUPERSEDED SURVEY CONTROL
 RA0003
 RA0003  NGVD 29 (??/??/92) 1007.098  (m)         3304.12   (f) ADJ UNCH    1 2
 RA0003
 RA0003.Superseded values are not recommended for survey control.
 RA0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0003.See file dsdata.txt to determine how the superseded data were derived.
 RA0003
 RA0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL637876(NAD 83)
 RA0003_MARKER: DB = BENCH MARK DISK
 RA0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0003_SP_SET: MONUMENT
 RA0003_STAMPING: J 26 1933
 RA0003_MARK LOGO: CGS   
 RA0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0003
 RA0003  HISTORY     - Date     Condition        Report By
 RA0003  HISTORY     - 1933     MONUMENTED       CGS
 RA0003  HISTORY     - 1965     GOOD             NGS
 RA0003  HISTORY     - 1982     GOOD             NGS
 RA0003
 RA0003                          STATION DESCRIPTION
 RA0003
 RA0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RA0003'3.15 MI NW FROM GRANGEVILLE.
 RA0003'0.35 MILE WEST ALONG STATE HIGHWAY 13, MAIN STREET, FROM THE
 RA0003'GRANGEVILLE POST OFFICE TO THE JUNCTION WITH U.S. HIGHWAY 95, THEN
 RA0003'NORTHWEST ALONG U.S. HIGHWAY 95 FOR 2.8 MILES TO THE MARK ON THE LEFT,
 RA0003'0.15 MILE WEST OF MILE POST 255, 170 FEET WEST OF A POWER LINE BRACE
 RA0003'POLE, 100 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A FIELD DRIVEWAY,
 RA0003'62 1/2 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 48 1/2 FEET NORTH OF
 RA0003'THE NEAREST RAIL, 41 FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT NORTH
 RA0003'OF A FENCE AND 0.5 FOOT EAST OF A METAL WITNESS POST.  SET IN A SQUARE
 RA0003'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 RA0003
 RA0003                          STATION RECOVERY (1982)
 RA0003
 RA0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0003'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.5 KM
 RA0003'(2.8 MI) NORTHWEST ALONG US HIGHWAY 95 FROM THE T-JUNCTION OF STATE
 RA0003'HIGHWAY 13 IN GRANGEVILLE, AT THE WEST END OF A HIGHWAY CUT, 0.65 KM
 RA0003'(0.4 MI) EAST OF MILEPOST 243, 0.25 KM (0.15 MI) EAST OF THE
 RA0003'T-JUNCTION OF A GRAVEL ROAD LEADING NORTH, 19.2 METERS (63 FT) SOUTH
 RA0003'OF THE HIGHWAY CENTERLINE, 18.3 METERS (60 FT) NORTH OF THE NORTH RAIL
 RA0003'OF THE CAMAS PRAIRIE RAILROAD, 0.6 METER (2 FT) ABOVE THE TRACKS.
 RA0003'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RA0003'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0216 ***********************************************************************
 PZ0216  DESIGNATION -  J 26
 PZ0216  PID         -  PZ0216
 PZ0216  STATE/COUNTY-  ID/CLARK
 PZ0216  USGS QUAD   -  SCOTT BUTTE (1969)
 PZ0216
 PZ0216                         *CURRENT SURVEY CONTROL
 PZ0216  ___________________________________________________________________
 PZ0216* NAD 83(1986)-  44 05 24.     (N)    112 51 36.     (W)     SCALED    
 PZ0216* NAVD 88     -      1762.709  (meters)    5783.15   (feet)  ADJUSTED  
 PZ0216  ___________________________________________________________________
 PZ0216  GEOID HEIGHT-         -10.81  (meters)                     GEOID03
 PZ0216  DYNAMIC HT  -        1761.738 (meters)    5779.97  (feet)  COMP
 PZ0216  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 PZ0216
 PZ0216  VERT ORDER  -  SECOND    CLASS 0
 PZ0216
 PZ0216.The horizontal coordinates were scaled from a topographic map and have
 PZ0216.an estimated accuracy of +/- 6 seconds.
 PZ0216
 PZ0216.The orthometric height was determined by differential leveling
 PZ0216.and adjusted by the National Geodetic Survey in June 1991..
 PZ0216
 PZ0216.The geoid height was determined by GEOID03.
 PZ0216
 PZ0216.The dynamic height is computed by dividing the NAVD 88
 PZ0216.geopotential number by the normal gravity value computed on the
 PZ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0216.degrees latitude (g = 980.6199 gals.).
 PZ0216
 PZ0216.The modeled gravity was interpolated from observed gravity values.
 PZ0216
 PZ0216;                    North         East    Units  Estimated Accuracy
 PZ0216;SPC ID E     -   269,430.      144,480.      MT  (+/- 180 meters Scaled)
 PZ0216
 PZ0216                          SUPERSEDED SURVEY CONTROL
 PZ0216
 PZ0216  NGVD 29 (??/??/92) 1761.481  (m)         5779.13   (f) ADJ UNCH    2 0
 PZ0216
 PZ0216.Superseded values are not recommended for survey control.
 PZ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0216.See file dsdata.txt to determine how the superseded data were derived.
 PZ0216
 PZ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP511835(NAD 83)
 PZ0216_MARKER: DB = BENCH MARK DISK
 PZ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0216_STAMPING: J 26 1929
 PZ0216_MARK LOGO: USGS  
 PZ0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0216+STABILITY: SURFACE MOTION
 PZ0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0216+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1992
 PZ0216
 PZ0216  HISTORY     - Date     Condition        Report By
 PZ0216  HISTORY     - 1929     MONUMENTED       USGS
 PZ0216  HISTORY     - 1934     GOOD             NGS
 PZ0216  HISTORY     - 19920421 GOOD             IDDT
 PZ0216
 PZ0216                          STATION DESCRIPTION
 PZ0216
 PZ0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PZ0216'5.3 MI SE FROM KAUFMAN.
 PZ0216'ABOUT 5.3 MILES SOUTHEAST ALONG THE ROAD LEADING TO RENO RANCH FROM
 PZ0216'KAUFMAN, CLARK COUNTY, ABOUT 3.5 MILES SOUTH OF THE OLD GODDARD RANCH,
 PZ0216'AND ABOUT 30 FEET EAST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 PZ0216'STANDARD DISK, STAMPED J 26 1929 AND SET IN THE TOP OF A CONCRETE
 PZ0216'POST.
 PZ0216
 PZ0216                          STATION RECOVERY (1992)
 PZ0216
 PZ0216'RECOVERY NOTE BY ID DEPT OF TRANSP 1992 (GDJ)
 PZ0216'RECOVERED AS DESCRIBED.  THIS BENCH MARK SERVES AS AN AZIMUTH MARK FOR
 PZ0216'STATION KIRCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0219 ***********************************************************************
 PZ0219  DESIGNATION -  J 27
 PZ0219  PID         -  PZ0219
 PZ0219  STATE/COUNTY-  ID/CLARK
 PZ0219  USGS QUAD   -  SCOTT BUTTE (1969)
 PZ0219
 PZ0219                         *CURRENT SURVEY CONTROL
 PZ0219  ___________________________________________________________________
 PZ0219* NAD 83(1986)-  44 03 22.     (N)    112 49 19.     (W)     SCALED    
 PZ0219* NAVD 88     -      1701.032  (meters)    5580.80   (feet)  ADJUSTED  
 PZ0219  ___________________________________________________________________
 PZ0219  GEOID HEIGHT-         -10.93  (meters)                     GEOID03
 PZ0219  DYNAMIC HT  -        1700.122 (meters)    5577.82  (feet)  COMP
 PZ0219  MODELED GRAV-     980,023.3   (mgal)                       NAVD 88
 PZ0219
 PZ0219  VERT ORDER  -  SECOND    CLASS 0
 PZ0219
 PZ0219.The horizontal coordinates were scaled from a topographic map and have
 PZ0219.an estimated accuracy of +/- 6 seconds.
 PZ0219
 PZ0219.The orthometric height was determined by differential leveling
 PZ0219.and adjusted by the National Geodetic Survey in June 1991..
 PZ0219
 PZ0219.The geoid height was determined by GEOID03.
 PZ0219
 PZ0219.The dynamic height is computed by dividing the NAVD 88
 PZ0219.geopotential number by the normal gravity value computed on the
 PZ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0219.degrees latitude (g = 980.6199 gals.).
 PZ0219
 PZ0219.The modeled gravity was interpolated from observed gravity values.
 PZ0219
 PZ0219;                    North         East    Units  Estimated Accuracy
 PZ0219;SPC ID E     -   265,640.      147,500.      MT  (+/- 180 meters Scaled)
 PZ0219
 PZ0219                          SUPERSEDED SURVEY CONTROL
 PZ0219
 PZ0219  NGVD 29 (??/??/92) 1699.844  (m)         5576.90   (f) ADJ UNCH    2 0
 PZ0219
 PZ0219.Superseded values are not recommended for survey control.
 PZ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0219.See file dsdata.txt to determine how the superseded data were derived.
 PZ0219
 PZ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP540797(NAD 83)
 PZ0219_MARKER: DB = BENCH MARK DISK
 PZ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0219_STAMPING: J 27 1929
 PZ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0219+STABILITY: SURFACE MOTION
 PZ0219
 PZ0219  HISTORY     - Date     Condition        Report By
 PZ0219  HISTORY     - 1929     MONUMENTED       USGS
 PZ0219
 PZ0219                          STATION DESCRIPTION
 PZ0219
 PZ0219'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0219'8.3 MI NW FROM RENO RANCH.
 PZ0219'ABOUT 8.3 MILES NORTHWEST ALONG THE ROAD LEADING TO KAUFMAN FROM RENO
 PZ0219'RANCH, CLARK COUNTY, ABOUT 8.9 MILES SOUTHEAST OF KAUFMAN, AND ABOUT
 PZ0219'30 FEET EAST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PZ0219'DISK, STAMPED J 27 1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1073 ***********************************************************************
 QB1073  DESIGNATION -  J 27 RESET
 QB1073  PID         -  QB1073
 QB1073  STATE/COUNTY-  ID/ADAMS
 QB1073  USGS QUAD   -  NEW MEADOWS (1986)
 QB1073
 QB1073                         *CURRENT SURVEY CONTROL
 QB1073  ___________________________________________________________________
 QB1073* NAD 83(1986)-  44 58 15.     (N)    116 17 17.     (W)     SCALED    
 QB1073* NAVD 88     -      1180.186  (meters)    3871.99   (feet)  ADJUSTED  
 QB1073  ___________________________________________________________________
 QB1073  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 QB1073  DYNAMIC HT  -        1179.767 (meters)    3870.62  (feet)  COMP
 QB1073  MODELED GRAV-     980,221.2   (mgal)                       NAVD 88
 QB1073
 QB1073  VERT ORDER  -  FIRST     CLASS II
 QB1073
 QB1073.The horizontal coordinates were scaled from a topographic map and have
 QB1073.an estimated accuracy of +/- 6 seconds.
 QB1073
 QB1073.The orthometric height was determined by differential leveling
 QB1073.and adjusted by the National Geodetic Survey in June 1991..
 QB1073
 QB1073.The geoid height was determined by GEOID03.
 QB1073
 QB1073.The dynamic height is computed by dividing the NAVD 88
 QB1073.geopotential number by the normal gravity value computed on the
 QB1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1073.degrees latitude (g = 980.6199 gals.).
 QB1073
 QB1073.The modeled gravity was interpolated from observed gravity values.
 QB1073
 QB1073;                    North         East    Units  Estimated Accuracy
 QB1073;SPC ID W     -   367,210.      757,560.      MT  (+/- 180 meters Scaled)
 QB1073
 QB1073                          SUPERSEDED SURVEY CONTROL
 QB1073
 QB1073.No superseded survey control is available for this station.
 QB1073
 QB1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK561799(NAD 83)
 QB1073_MARKER: DB = BENCH MARK DISK
 QB1073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB1073_SP_SET: BRICK BUILDING
 QB1073_STAMPING: J 27 RESET 1978
 QB1073_MARK LOGO: NGS   
 QB1073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1073+STABILITY: POSITION/ELEVATION WELL
 QB1073
 QB1073  HISTORY     - Date     Condition        Report By
 QB1073  HISTORY     - 1978     MONUMENTED       NGS
 QB1073  HISTORY     - 1982     GOOD             NGS
 QB1073
 QB1073                          STATION DESCRIPTION
 QB1073
 QB1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 QB1073'0.5 KM (0.3 MI) WEST FROM NEW MEADOWS.
 QB1073'0.5 KM (0.3 MI) WEST ALONG US HIGHWAY 95 FROM JUNCTION OF STATE
 QB1073'HIGHWAY 55 IN NEW MEADOWS, SET VERTICALLY BETWEEN THE TWO WINDOWS IN
 QB1073'THE WEST FACE OF THE WEST WALL OF THE OLD RAILROAD STATION WHICH IS
 QB1073'NOW THE PUBLIC LIBRARY, 56.1 METERS (184 FT) SOUTH OF THE HIGHWAY
 QB1073'CENTERLINE, 13.7 METERS (45 FT) SOUTH OF THE NORTHWEST CORNER OF THE
 QB1073'BUILDING.
 QB1073'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0419 ***********************************************************************
 QB0419  DESIGNATION -  J 28
 QB0419  PID         -  QB0419
 QB0419  STATE/COUNTY-  ID/WASHINGTON
 QB0419  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB0419
 QB0419                         *CURRENT SURVEY CONTROL
 QB0419  ___________________________________________________________________
 QB0419* NAD 83(1986)-  44 33 51.     (N)    116 35 42.     (W)     SCALED    
 QB0419* NAVD 88     -       823.394  (meters)    2701.42   (feet)  ADJUSTED  
 QB0419  ___________________________________________________________________
 QB0419  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 QB0419  DYNAMIC HT  -         823.151 (meters)    2700.62  (feet)  COMP
 QB0419  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 QB0419
 QB0419  VERT ORDER  -  FIRST     CLASS II
 QB0419
 QB0419.The horizontal coordinates were scaled from a topographic map and have
 QB0419.an estimated accuracy of +/- 6 seconds.
 QB0419
 QB0419.The orthometric height was determined by differential leveling
 QB0419.and adjusted by the National Geodetic Survey in June 1991..
 QB0419
 QB0419.The geoid height was determined by GEOID03.
 QB0419
 QB0419.The dynamic height is computed by dividing the NAVD 88
 QB0419.geopotential number by the normal gravity value computed on the
 QB0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0419.degrees latitude (g = 980.6199 gals.).
 QB0419
 QB0419.The modeled gravity was interpolated from observed gravity values.
 QB0419
 QB0419;                    North         East    Units  Estimated Accuracy
 QB0419;SPC ID W     -   322,220.      732,880.      MT  (+/- 180 meters Scaled)
 QB0419
 QB0419                          SUPERSEDED SURVEY CONTROL
 QB0419
 QB0419  NGVD 29 (??/??/92)  822.351  (m)         2698.00   (f) ADJ UNCH    1 2
 QB0419
 QB0419.Superseded values are not recommended for survey control.
 QB0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0419.See file dsdata.txt to determine how the superseded data were derived.
 QB0419
 QB0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK321346(NAD 83)
 QB0419_MARKER: DB = BENCH MARK DISK
 QB0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0419_STAMPING: J 28 1933
 QB0419_MARK LOGO: CGS   
 QB0419_PROJECTION: PROJECTING 15 CENTIMETERS
 QB0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0419+STABILITY: SURFACE MOTION
 QB0419
 QB0419  HISTORY     - Date     Condition        Report By
 QB0419  HISTORY     - 1933     MONUMENTED       CGS
 QB0419  HISTORY     - 1967     GOOD             NGS
 QB0419  HISTORY     - 1983     GOOD             NGS
 QB0419
 QB0419                          STATION DESCRIPTION
 QB0419
 QB0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0419'4.2 MI E FROM CAMBRIDGE.
 QB0419'4.2 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0419'CAMBRIDGE, 0.2 MILE WEST OF MILE POST NO. 122, 84 FEET EAST OF THE
 QB0419'CENTER OF A SIDE ROAD SOUTH, 65 FEET EAST OF A POWER LINE BRACE POLE,
 QB0419'58 FEET EAST OF A FENCE CORNER, 49 FEET SOUTHEAST OF THE CENTER LINE
 QB0419'OF THE HIGHWAY, 22 FEET SOUTHWEST OF A TELEPHONE POLE AND 1 FOOT NORTH
 QB0419'OF A METAL WITNESS POST THAT WAS SET IN LINE WITH THE RIGHT-OF-WAY
 QB0419'FENCE, SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 QB0419'INCHES.
 QB0419
 QB0419                          STATION RECOVERY (1983)
 QB0419
 QB0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0419'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.0 KM
 QB0419'(4.35 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0419'71 IN CAMBRIDGE, 0.5 KM (0.3 MI) WEST OF MILEPOST 118, ON THE
 QB0419'SOUTHEAST CORNER OF THE T-JUNCTION OF GLADHART LANE, 14.6 METERS (48
 QB0419'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25.3 METERS (83 FT)
 QB0419'EAST OF THE CENTER OF THE LANE, 0.6 METER (2 FT) NORTHWEST OF A FENCE.
 QB0419'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 QB0419'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0185 ***********************************************************************
 TO0185  DESIGNATION -  J 281
 TO0185  PID         -  TO0185
 TO0185  STATE/COUNTY-  ID/BONNER
 TO0185  USGS QUAD   -  MORTON (1996)
 TO0185
 TO0185                         *CURRENT SURVEY CONTROL
 TO0185  ___________________________________________________________________
 TO0185* NAD 83(1986)-  48 14 23.     (N)    116 41 38.     (W)     SCALED    
 TO0185* NAVD 88     -       631.159  (meters)    2070.73   (feet)  ADJUSTED  
 TO0185  ___________________________________________________________________
 TO0185  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 TO0185  DYNAMIC HT  -         631.215 (meters)    2070.91  (feet)  COMP
 TO0185  MODELED GRAV-     980,679.3   (mgal)                       NAVD 88
 TO0185
 TO0185  VERT ORDER  -  FIRST     CLASS II
 TO0185
 TO0185.The horizontal coordinates were scaled from a topographic map and have
 TO0185.an estimated accuracy of +/- 6 seconds.
 TO0185
 TO0185.The orthometric height was determined by differential leveling
 TO0185.and adjusted by the National Geodetic Survey in June 1991..
 TO0185
 TO0185.The geoid height was determined by GEOID03.
 TO0185
 TO0185.The dynamic height is computed by dividing the NAVD 88
 TO0185.geopotential number by the normal gravity value computed on the
 TO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0185.degrees latitude (g = 980.6199 gals.).
 TO0185
 TO0185.The modeled gravity was interpolated from observed gravity values.
 TO0185
 TO0185;                    North         East    Units  Estimated Accuracy
 TO0185;SPC ID W     -   730,850.      729,890.      MT  (+/- 180 meters Scaled)
 TO0185
 TO0185                          SUPERSEDED SURVEY CONTROL
 TO0185
 TO0185  NGVD 29 (??/??/92)  629.979  (m)         2066.86   (f) ADJ UNCH    1 2
 TO0185
 TO0185.Superseded values are not recommended for survey control.
 TO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0185.See file dsdata.txt to determine how the superseded data were derived.
 TO0185
 TO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP227429(NAD 83)
 TO0185_MARKER: DB = BENCH MARK DISK
 TO0185_SETTING: 80 = SET IN A BOULDER
 TO0185_SP_SET: BOULDER
 TO0185_STAMPING: J 281 1942
 TO0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0185+STABILITY: SURFACE MOTION
 TO0185
 TO0185  HISTORY     - Date     Condition        Report By
 TO0185  HISTORY     - 1942     MONUMENTED       CGS
 TO0185
 TO0185                          STATION DESCRIPTION
 TO0185
 TO0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0185'7.97 MI SW FROM SANDPOINT.
 TO0185'ALONG GREAT NORTHERN RY. ALONG THE SPOKANE-INTERNATIONAL RAILROAD FROM
 TO0185'THE DEPOT, 75 FEET SOUTH OF THE SOUTH END OF A CUT, 62 FEET EAST OF
 TO0185'CENTER LINE OF, AND, 9 FEET BELOW TRACK LEVEL. STAMPED J 281 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0233 ***********************************************************************
 TO0233  DESIGNATION -  J 282
 TO0233  PID         -  TO0233
 TO0233  STATE/COUNTY-  ID/BONNER
 TO0233  USGS QUAD   -  SAGLE (1968)
 TO0233
 TO0233                         *CURRENT SURVEY CONTROL
 TO0233  ___________________________________________________________________
 TO0233* NAD 83(1986)-  48 11 48.     (N)    116 34 20.     (W)     SCALED    
 TO0233* NAVD 88     -       665.244  (meters)    2182.55   (feet)  ADJUSTED  
 TO0233  ___________________________________________________________________
 TO0233  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 TO0233  DYNAMIC HT  -         665.291 (meters)    2182.71  (feet)  COMP
 TO0233  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 TO0233
 TO0233  VERT ORDER  -  FIRST     CLASS II
 TO0233
 TO0233.The horizontal coordinates were scaled from a topographic map and have
 TO0233.an estimated accuracy of +/- 6 seconds.
 TO0233
 TO0233.The orthometric height was determined by differential leveling
 TO0233.and adjusted by the National Geodetic Survey in June 1991..
 TO0233
 TO0233.The geoid height was determined by GEOID03.
 TO0233
 TO0233.The dynamic height is computed by dividing the NAVD 88
 TO0233.geopotential number by the normal gravity value computed on the
 TO0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0233.degrees latitude (g = 980.6199 gals.).
 TO0233
 TO0233.The modeled gravity was interpolated from observed gravity values.
 TO0233
 TO0233;                    North         East    Units  Estimated Accuracy
 TO0233;SPC ID W     -   725,960.      738,880.      MT  (+/- 180 meters Scaled)
 TO0233
 TO0233                          SUPERSEDED SURVEY CONTROL
 TO0233
 TO0233  NGVD 29 (??/??/92)  664.055  (m)         2178.65   (f) ADJ UNCH    1 2
 TO0233
 TO0233.Superseded values are not recommended for survey control.
 TO0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0233.See file dsdata.txt to determine how the superseded data were derived.
 TO0233
 TO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP317382(NAD 83)
 TO0233_MARKER: DD = SURVEY DISK
 TO0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0233_STAMPING: J 282 1942 RW 50 15/00
 TO0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0233+STABILITY: SURFACE MOTION
 TO0233
 TO0233  HISTORY     - Date     Condition        Report By
 TO0233  HISTORY     - 1942     MONUMENTED       IDPWD
 TO0233  HISTORY     - 1967     GOOD             USGS
 TO0233
 TO0233                          STATION DESCRIPTION
 TO0233
 TO0233'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO0233'IN ALGOMA.
 TO0233'AT ALGOMA, BONNER COUNTY, ON U.S. HIGHWAY 95, ABOUT 0.1 MILE NORTH OF
 TO0233'RAILROAD STATION SIGN ALGOMA, 85 FEET SOUTHEAST OF THE CENTER LINE OF
 TO0233'THE NEW U.S. HIGHWAY 95, ON THE EXTENDED CENTER LINE OF THE NEW
 TO0233'HIGHWAY LEADING SOUTHWEST, AND 200 FEET NORTHEAST OF NORTH CORNER OF
 TO0233'GAS STATION.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK,
 TO0233'STAMPED, J 282 1942 RW 50 15/00 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0259 ***********************************************************************
 TO0259  DESIGNATION -  J 283
 TO0259  PID         -  TO0259
 TO0259  STATE/COUNTY-  ID/BONNER
 TO0259  USGS QUAD   -  QUARTZ MTN (1996)
 TO0259
 TO0259                         *CURRENT SURVEY CONTROL
 TO0259  ___________________________________________________________________
 TO0259* NAD 83(1986)-  48 19 10.     (N)    116 58 55.     (W)     SCALED    
 TO0259* NAVD 88     -       731.519  (meters)    2399.99   (feet)  ADJUSTED  
 TO0259  ___________________________________________________________________
 TO0259  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TO0259  DYNAMIC HT  -         731.586 (meters)    2400.21  (feet)  COMP
 TO0259  MODELED GRAV-     980,679.3   (mgal)                       NAVD 88
 TO0259
 TO0259  VERT ORDER  -  FIRST     CLASS II
 TO0259
 TO0259.The horizontal coordinates were scaled from a topographic map and have
 TO0259.an estimated accuracy of +/- 6 seconds.
 TO0259
 TO0259.The orthometric height was determined by differential leveling
 TO0259.and adjusted by the National Geodetic Survey in June 1991..
 TO0259
 TO0259.The geoid height was determined by GEOID03.
 TO0259
 TO0259.The dynamic height is computed by dividing the NAVD 88
 TO0259.geopotential number by the normal gravity value computed on the
 TO0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0259.degrees latitude (g = 980.6199 gals.).
 TO0259
 TO0259.The modeled gravity was interpolated from observed gravity values.
 TO0259
 TO0259;                    North         East    Units  Estimated Accuracy
 TO0259;SPC ID W     -   740,020.      708,640.      MT  (+/- 180 meters Scaled)
 TO0259
 TO0259                          SUPERSEDED SURVEY CONTROL
 TO0259
 TO0259  NGVD 29 (??/??/92)  730.332  (m)         2396.10   (f) ADJ UNCH    1 2
 TO0259
 TO0259.Superseded values are not recommended for survey control.
 TO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0259.See file dsdata.txt to determine how the superseded data were derived.
 TO0259
 TO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP013518(NAD 83)
 TO0259_MARKER: DB = BENCH MARK DISK
 TO0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0259_STAMPING: J 283 1942
 TO0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0259+STABILITY: SURFACE MOTION
 TO0259
 TO0259  HISTORY     - Date     Condition        Report By
 TO0259  HISTORY     - 1942     MONUMENTED       CGS
 TO0259
 TO0259                          STATION DESCRIPTION
 TO0259
 TO0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0259'2.9 MI N FROM FALLS RANGER STATION.
 TO0259'ALONG WEST BRANCH ROAD, 40 FEET WEST OF CENTER LINE, 12 FEET EAST OF
 TO0259'CENTER LINE OF DIM ROAD TO SOUTHWEST, 12 FEET NORTH OF 2-FOOT TREE
 TO0259'BEARING TRIANGULAR-BLAZE.  WITNESS POST SET.  STAMPED J 283 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0378 ***********************************************************************
 SV0378  DESIGNATION -  J 285
 SV0378  PID         -  SV0378
 SV0378  STATE/COUNTY-  ID/KOOTENAI
 SV0378  USGS QUAD   -  RATHDRUM (1996)
 SV0378
 SV0378                         *CURRENT SURVEY CONTROL
 SV0378  ___________________________________________________________________
 SV0378* NAD 83(1986)-  47 46 28.     (N)    116 57 43.     (W)     SCALED    
 SV0378* NAVD 88     -       655.293  (meters)    2149.91   (feet)  ADJUSTED  
 SV0378  ___________________________________________________________________
 SV0378  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SV0378  DYNAMIC HT  -         655.331 (meters)    2150.03  (feet)  COMP
 SV0378  MODELED GRAV-     980,648.6   (mgal)                       NAVD 88
 SV0378
 SV0378  VERT ORDER  -  FIRST     CLASS II
 SV0378
 SV0378.The horizontal coordinates were scaled from a topographic map and have
 SV0378.an estimated accuracy of +/- 6 seconds.
 SV0378
 SV0378.The orthometric height was determined by differential leveling
 SV0378.and adjusted by the National Geodetic Survey in June 1991..
 SV0378
 SV0378.The geoid height was determined by GEOID03.
 SV0378
 SV0378.The dynamic height is computed by dividing the NAVD 88
 SV0378.geopotential number by the normal gravity value computed on the
 SV0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0378.degrees latitude (g = 980.6199 gals.).
 SV0378
 SV0378.The modeled gravity was interpolated from observed gravity values.
 SV0378
 SV0378;                    North         East    Units  Estimated Accuracy
 SV0378;SPC ID W     -   679,400.      709,170.      MT  (+/- 180 meters Scaled)
 SV0378
 SV0378                          SUPERSEDED SURVEY CONTROL
 SV0378
 SV0378  NGVD 29 (??/??/92)  654.121  (m)         2146.06   (f) ADJ UNCH    1 2
 SV0378
 SV0378.Superseded values are not recommended for survey control.
 SV0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0378.See file dsdata.txt to determine how the superseded data were derived.
 SV0378
 SV0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN028912(NAD 83)
 SV0378_MARKER: DD = SURVEY DISK
 SV0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0378_STAMPING: J 285 1944 P.O.T. 242+47.7 40.00
 SV0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0378+STABILITY: SURFACE MOTION
 SV0378
 SV0378  HISTORY     - Date     Condition        Report By
 SV0378  HISTORY     - 1944     MONUMENTED       IDDT
 SV0378  HISTORY     - 1944     GOOD             NGS
 SV0378
 SV0378                          STATION DESCRIPTION
 SV0378
 SV0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0378'3.0 MI NE FROM HAUSER.
 SV0378'3.0 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0378'STATION AT HAUSER, ALONG STATE HIGHWAY NO. 53, SET BETWEEN THE HIGHWAY
 SV0378'AND THE TRACK, 117 FEET NORTHWEST OF THE NORTHWEST RAIL OF TRACK, 40
 SV0378'FEET SOUTHEAST OF CENTER-LINE OF HIGHWAY, IN THE FENCE LINE, 1.8 FEET
 SV0378'SOUTHWEST OF REFERENCE POST.  A IDAHO STATE HIGHWAY BRONZE
 SV0378'RIGHT-OF-WAY DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3
 SV0378'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0248 ***********************************************************************
 TO0248  DESIGNATION -  J 286
 TO0248  PID         -  TO0248
 TO0248  STATE/COUNTY-  ID/BONNER
 TO0248  USGS QUAD   -  CAREYWOOD (1996)
 TO0248
 TO0248                         *CURRENT SURVEY CONTROL
 TO0248  ___________________________________________________________________
 TO0248* NAD 83(1986)-  48 00 47.     (N)    116 39 51.     (W)     SCALED    
 TO0248* NAVD 88     -       692.461  (meters)    2271.85   (feet)  ADJUSTED  
 TO0248  ___________________________________________________________________
 TO0248  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 TO0248  DYNAMIC HT  -         692.490 (meters)    2271.94  (feet)  COMP
 TO0248  MODELED GRAV-     980,632.3   (mgal)                       NAVD 88
 TO0248
 TO0248  VERT ORDER  -  FIRST     CLASS II
 TO0248
 TO0248.The horizontal coordinates were scaled from a topographic map and have
 TO0248.an estimated accuracy of +/- 6 seconds.
 TO0248
 TO0248.The orthometric height was determined by differential leveling
 TO0248.and adjusted by the National Geodetic Survey in June 1991..
 TO0248
 TO0248.The geoid height was determined by GEOID03.
 TO0248
 TO0248.The dynamic height is computed by dividing the NAVD 88
 TO0248.geopotential number by the normal gravity value computed on the
 TO0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0248.degrees latitude (g = 980.6199 gals.).
 TO0248
 TO0248.The modeled gravity was interpolated from observed gravity values.
 TO0248
 TO0248;                    North         East    Units  Estimated Accuracy
 TO0248;SPC ID W     -   705,620.      731,800.      MT  (+/- 180 meters Scaled)
 TO0248
 TO0248                          SUPERSEDED SURVEY CONTROL
 TO0248
 TO0248  NGVD 29 (??/??/92)  691.263  (m)         2267.92   (f) ADJ UNCH    1 2
 TO0248
 TO0248.Superseded values are not recommended for survey control.
 TO0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0248.See file dsdata.txt to determine how the superseded data were derived.
 TO0248
 TO0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP250178(NAD 83)
 TO0248_MARKER: DB = BENCH MARK DISK
 TO0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0248_STAMPING: J 286 1944
 TO0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0248+STABILITY: SURFACE MOTION
 TO0248
 TO0248  HISTORY     - Date     Condition        Report By
 TO0248  HISTORY     - 1944     MONUMENTED       CGS
 TO0248  HISTORY     - 20050412 MARK NOT FOUND   INDIV
 TO0248
 TO0248                          STATION DESCRIPTION
 TO0248
 TO0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0248'0.4 MI NE FROM GRANITE.
 TO0248'0.4 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 TO0248'STATION AT GRANITE, SET AT MILEPOST NO. 24, 151 FEET EAST OF THE
 TO0248'MILEPOST, 39.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 TO0248'TRACK, ABOUT 5 FEET BELOW TRACK LEVEL, 2 FEET SOUTHWEST OF REFERENCE
 TO0248'POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 TO0248'0.6 FEET ABOVE THE GROUND.
 TO0248
 TO0248                          STATION RECOVERY (2005)
 TO0248
 TO0248'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RLS)
 TO0248'MARK APPEARS TO BE REMOVED BY RAILROAD IMPROVEMENTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0139 ***********************************************************************
 TO0139  DESIGNATION -  J 287
 TO0139  PID         -  TO0139
 TO0139  STATE/COUNTY-  ID/BONNER
 TO0139  USGS QUAD   -  HOPE (1996)
 TO0139
 TO0139                         *CURRENT SURVEY CONTROL
 TO0139  ___________________________________________________________________
 TO0139* NAD 83(1986)-  48 14 13.     (N)    116 17 11.     (W)     SCALED    
 TO0139* NAVD 88     -       637.974  (meters)    2093.09   (feet)  ADJUSTED  
 TO0139  ___________________________________________________________________
 TO0139  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 TO0139  DYNAMIC HT  -         638.001 (meters)    2093.17  (feet)  COMP
 TO0139  MODELED GRAV-     980,634.1   (mgal)                       NAVD 88
 TO0139
 TO0139  VERT ORDER  -  FIRST     CLASS II
 TO0139
 TO0139.The horizontal coordinates were scaled from a topographic map and have
 TO0139.an estimated accuracy of +/- 6 seconds.
 TO0139
 TO0139.The orthometric height was determined by differential leveling
 TO0139.and adjusted by the National Geodetic Survey in June 1991..
 TO0139
 TO0139.The geoid height was determined by GEOID03.
 TO0139
 TO0139.The dynamic height is computed by dividing the NAVD 88
 TO0139.geopotential number by the normal gravity value computed on the
 TO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0139.degrees latitude (g = 980.6199 gals.).
 TO0139
 TO0139.The modeled gravity was interpolated from observed gravity values.
 TO0139
 TO0139;                    North         East    Units  Estimated Accuracy
 TO0139;SPC ID W     -   730,250.      760,160.      MT  (+/- 180 meters Scaled)
 TO0139
 TO0139                          SUPERSEDED SURVEY CONTROL
 TO0139
 TO0139  NGVD 29 (??/??/92)  636.784  (m)         2089.18   (f) ADJ UNCH    1 2
 TO0139
 TO0139.Superseded values are not recommended for survey control.
 TO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0139.See file dsdata.txt to determine how the superseded data were derived.
 TO0139
 TO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP529428(NAD 83)
 TO0139_MARKER: DB = BENCH MARK DISK
 TO0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0139_STAMPING: J 287 1944
 TO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0139+STABILITY: SURFACE MOTION
 TO0139
 TO0139  HISTORY     - Date     Condition        Report By
 TO0139  HISTORY     - 1944     MONUMENTED       CGS
 TO0139  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0139
 TO0139                          STATION DESCRIPTION
 TO0139
 TO0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0139'1.4 MI SE FROM HOPE.
 TO0139'ABOUT 1.4 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TO0139'STATION AT HOPE, BONNER COUNTY, ABOUT 0.1 MILE NORTHWEST OF MILEPOST
 TO0139'102, AT SEMAPHORE 1023, AT A PRIVATE-ROAD CROSSING, 42 FEET NORTHEAST
 TO0139'OF THE NORTHEAST RAIL, 15 FEET EAST OF THE CENTER LINE OF THE ROAD,
 TO0139'14.4 FEET SOUTH OF THE SOUTHEAST POST OF A GATE, 5.1 FEET SOUTHWEST OF
 TO0139'A FENCE, AND 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A
 TO0139'STANDARD DISK, STAMPED J 287 1944 AND SET IN THE TOP OF A CONCRETE
 TO0139'POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 TO0139
 TO0139                          STATION RECOVERY (1980)
 TO0139
 TO0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0139'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THIS
 TO0139'AREA HAS BEEN GRADED FOR A TELEPHONE MAINTENANCE ROAD, MARK IS
 TO0139'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0012 ***********************************************************************
 TO0012  DESIGNATION -  J 288
 TO0012  PID         -  TO0012
 TO0012  STATE/COUNTY-  ID/BOUNDARY
 TO0012  USGS QUAD   -  MORAVIA (1996)
 TO0012
 TO0012                         *CURRENT SURVEY CONTROL
 TO0012  ___________________________________________________________________
 TO0012* NAD 83(1986)-  48 38 43.     (N)    116 23 51.     (W)     SCALED    
 TO0012* NAVD 88     -       546.014  (meters)    1791.38   (feet)  ADJUSTED  
 TO0012  ___________________________________________________________________
 TO0012  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 TO0012  DYNAMIC HT  -         546.071 (meters)    1791.57  (feet)  COMP
 TO0012  MODELED GRAV-     980,698.8   (mgal)                       NAVD 88
 TO0012
 TO0012  VERT ORDER  -  FIRST     CLASS II
 TO0012
 TO0012.The horizontal coordinates were scaled from a topographic map and have
 TO0012.an estimated accuracy of +/- 6 seconds.
 TO0012
 TO0012.The orthometric height was determined by differential leveling
 TO0012.and adjusted by the National Geodetic Survey in June 1991..
 TO0012
 TO0012.The geoid height was determined by GEOID03.
 TO0012
 TO0012.The dynamic height is computed by dividing the NAVD 88
 TO0012.geopotential number by the normal gravity value computed on the
 TO0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0012.degrees latitude (g = 980.6199 gals.).
 TO0012
 TO0012.The modeled gravity was interpolated from observed gravity values.
 TO0012
 TO0012;                    North         East    Units  Estimated Accuracy
 TO0012;SPC ID W     -   775,720.      752,290.      MT  (+/- 180 meters Scaled)
 TO0012
 TO0012                          SUPERSEDED SURVEY CONTROL
 TO0012
 TO0012  NGVD 29 (??/??/92)  544.834  (m)         1787.51   (f) ADJ UNCH    1 2
 TO0012
 TO0012.Superseded values are not recommended for survey control.
 TO0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0012.See file dsdata.txt to determine how the superseded data were derived.
 TO0012
 TO0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP443881(NAD 83)
 TO0012_MARKER: DB = BENCH MARK DISK
 TO0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0012_STAMPING: J 288 1944
 TO0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0012+STABILITY: SURFACE MOTION
 TO0012
 TO0012  HISTORY     - Date     Condition        Report By
 TO0012  HISTORY     - 1944     MONUMENTED       CGS
 TO0012  HISTORY     - 1965     GOOD             USGS
 TO0012
 TO0012                          STATION DESCRIPTION
 TO0012
 TO0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0012'5.1 MI N FROM NAPLES.
 TO0012'5.1 MILES NORTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 TO0012'STATION AT NAPLES, SET AT A T ROAD AND ROAD CROSSING TRACK, ABOUT 1
 TO0012'POLE SOUTH OF MILEPOST NO. 103, 94 FEET EAST OF EAST RAIL OF TRACK, 51
 TO0012'FEET NORTH OF CENTER-LINE OF EAST-WEST ROAD, 20 FEET EAST OF
 TO0012'CENTER-LINE OF ROAD LEADING NORTH, 31 FEET NORTH OF CORNER FENCE POST,
 TO0012'1.5 FEET WEST OF FENCE, 2 FEET SOUTH OF REFERENCE POST.  IRON BENCH
 TO0012'MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 TO0012'PROJECTING ABOUT 0.8 FOOT ABOVE THE GROUND.
 TO0012
 TO0012                          STATION RECOVERY (1965)
 TO0012
 TO0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 TO0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0239 ***********************************************************************
 PZ0239  DESIGNATION -  J 29
 PZ0239  PID         -  PZ0239
 PZ0239  STATE/COUNTY-  ID/CLARK
 PZ0239  USGS QUAD   -  SNAKY CANYON (1969)
 PZ0239
 PZ0239                         *CURRENT SURVEY CONTROL
 PZ0239  ___________________________________________________________________
 PZ0239* NAD 83(1986)-  44 01 25.     (N)    112 43 54.     (W)     SCALED    
 PZ0239* NAVD 88     -      1572.058  (meters)    5157.66   (feet)  ADJUSTED  
 PZ0239  ___________________________________________________________________
 PZ0239  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 PZ0239  DYNAMIC HT  -        1571.255 (meters)    5155.03  (feet)  COMP
 PZ0239  MODELED GRAV-     980,052.0   (mgal)                       NAVD 88
 PZ0239
 PZ0239  VERT ORDER  -  SECOND    CLASS 0
 PZ0239
 PZ0239.The horizontal coordinates were scaled from a topographic map and have
 PZ0239.an estimated accuracy of +/- 6 seconds.
 PZ0239
 PZ0239.The orthometric height was determined by differential leveling
 PZ0239.and adjusted by the National Geodetic Survey in June 1991..
 PZ0239
 PZ0239.The geoid height was determined by GEOID03.
 PZ0239
 PZ0239.The dynamic height is computed by dividing the NAVD 88
 PZ0239.geopotential number by the normal gravity value computed on the
 PZ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0239.degrees latitude (g = 980.6199 gals.).
 PZ0239
 PZ0239.The modeled gravity was interpolated from observed gravity values.
 PZ0239
 PZ0239;                    North         East    Units  Estimated Accuracy
 PZ0239;SPC ID E     -   261,970.      154,700.      MT  (+/- 180 meters Scaled)
 PZ0239
 PZ0239                          SUPERSEDED SURVEY CONTROL
 PZ0239
 PZ0239  NGVD 29 (??/??/92) 1570.931  (m)         5153.96   (f) ADJ UNCH    2 0
 PZ0239
 PZ0239.Superseded values are not recommended for survey control.
 PZ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0239.See file dsdata.txt to determine how the superseded data were derived.
 PZ0239
 PZ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP612759(NAD 83)
 PZ0239_MARKER: DD = SURVEY DISK
 PZ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0239_STAMPING: J 29 1929
 PZ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0239+STABILITY: SURFACE MOTION
 PZ0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0239+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 PZ0239
 PZ0239  HISTORY     - Date     Condition        Report By
 PZ0239  HISTORY     - 1929     MONUMENTED       USGS
 PZ0239  HISTORY     - 19990601 GOOD             IDTD
 PZ0239
 PZ0239                          STATION DESCRIPTION
 PZ0239
 PZ0239'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0239'30.7 MI SW FROM DUBOIS.
 PZ0239'30.7 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0239'DUBOIS, CLARK COUNTY, THENCE 0.9 MILE SOUTHWEST ALONG A SIDE ROAD,
 PZ0239'14.8 MILES SOUTHEAST OF KAUFMAN, 0.5 MILE SOUTHWEST OF THE BUILDINGS
 PZ0239'AT RENO RANCH, 150 FEET SOUTH OF THE BRIDGE OVER RENO DITCH, AND 33
 PZ0239'FEET EAST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PZ0239'DISK, STAMPED J 29 1929 AND SET IN THE TOP OF A CONCRETE POST.
 PZ0239
 PZ0239                          STATION RECOVERY (1999)
 PZ0239
 PZ0239'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0239'ADD, 1 METER SOUTH OF WP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0050 ***********************************************************************
 QZ0050  DESIGNATION -  J 290
 QZ0050  PID         -  QZ0050
 QZ0050  STATE/COUNTY-  ID/LEMHI
 QZ0050  USGS QUAD   -  ULYSSES MOUNTAIN (1991)
 QZ0050
 QZ0050                         *CURRENT SURVEY CONTROL
 QZ0050  ___________________________________________________________________
 QZ0050* NAD 83(1986)-  45 24 42.     (N)    114 00 47.     (W)     SCALED    
 QZ0050* NAVD 88     -      1107.562  (meters)    3633.73   (feet)  ADJUSTED  
 QZ0050  ___________________________________________________________________
 QZ0050  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 QZ0050  DYNAMIC HT  -        1107.169 (meters)    3632.44  (feet)  COMP
 QZ0050  MODELED GRAV-     980,224.4   (mgal)                       NAVD 88
 QZ0050
 QZ0050  VERT ORDER  -  SECOND    CLASS 0
 QZ0050
 QZ0050.The horizontal coordinates were scaled from a topographic map and have
 QZ0050.an estimated accuracy of +/- 6 seconds.
 QZ0050
 QZ0050.The orthometric height was determined by differential leveling
 QZ0050.and adjusted by the National Geodetic Survey in June 1991..
 QZ0050
 QZ0050.The geoid height was determined by GEOID03.
 QZ0050
 QZ0050.The dynamic height is computed by dividing the NAVD 88
 QZ0050.geopotential number by the normal gravity value computed on the
 QZ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0050.degrees latitude (g = 980.6199 gals.).
 QZ0050
 QZ0050.The modeled gravity was interpolated from observed gravity values.
 QZ0050
 QZ0050;                    North         East    Units  Estimated Accuracy
 QZ0050;SPC ID C     -   416,060.      498,980.      MT  (+/- 180 meters Scaled)
 QZ0050
 QZ0050                          SUPERSEDED SURVEY CONTROL
 QZ0050
 QZ0050  NGVD 29 (??/??/92) 1106.437  (m)         3630.04   (f) ADJ UNCH    2 0
 QZ0050
 QZ0050.Superseded values are not recommended for survey control.
 QZ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0050.See file dsdata.txt to determine how the superseded data were derived.
 QZ0050
 QZ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL337330(NAD 83)
 QZ0050_MARKER: DB = BENCH MARK DISK
 QZ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0050_STAMPING: J 290 1945
 QZ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0050+STABILITY: SURFACE MOTION
 QZ0050
 QZ0050  HISTORY     - Date     Condition        Report By
 QZ0050  HISTORY     - 1945     MONUMENTED       CGS
 QZ0050  HISTORY     - 1958     MARK NOT FOUND   USGS
 QZ0050
 QZ0050                          STATION DESCRIPTION
 QZ0050
 QZ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0050'1.1 MI W FROM NORTH FORK.
 QZ0050'1.1 MILES WEST ALONG THE NORTH FORK-SHOUP ROAD FROM THE POST OFFICE AT
 QZ0050'NORTH FORK, SET AT THE SOUTH CORNER OF THE FARM YARD, 75 FEET
 QZ0050'SOUTHWEST OF THE SOUTH CORNER OF THE FARM HOUSE, 18 FEET NORTHEAST OF
 QZ0050'THE CENTER-LINE OF THE ROAD, 1.5 FEET SOUTHEAST OF THE SOUTH CORNER
 QZ0050'FENCED POST.  IRON BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 QZ0050'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
 QZ0050
 QZ0050                          STATION RECOVERY (1958)
 QZ0050
 QZ0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QZ0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0046 ***********************************************************************
 OY0046  DESIGNATION -  J 292
 OY0046  PID         -  OY0046
 OY0046  STATE/COUNTY-  ID/JEFFERSON
 OY0046  USGS QUAD   -  LEWISVILLE (1979)
 OY0046
 OY0046                         *CURRENT SURVEY CONTROL
 OY0046  ___________________________________________________________________
 OY0046* NAD 83(1986)-  43 42 20.     (N)    112 07 21.     (W)     SCALED    
 OY0046* NAVD 88     -      1457.024  (meters)    4780.25   (feet)  ADJUSTED  
 OY0046  ___________________________________________________________________
 OY0046  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 OY0046  DYNAMIC HT  -        1456.306 (meters)    4777.90  (feet)  COMP
 OY0046  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 OY0046
 OY0046  VERT ORDER  -  FIRST     CLASS II
 OY0046
 OY0046.The horizontal coordinates were scaled from a topographic map and have
 OY0046.an estimated accuracy of +/- 6 seconds.
 OY0046
 OY0046.The orthometric height was determined by differential leveling
 OY0046.and adjusted by the National Geodetic Survey in December 1992..
 OY0046.WARNING-Repeat measurements at this control monument indicate possible
 OY0046.vertical movement.
 OY0046
 OY0046.The geoid height was determined by GEOID03.
 OY0046
 OY0046.The dynamic height is computed by dividing the NAVD 88
 OY0046.geopotential number by the normal gravity value computed on the
 OY0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0046.degrees latitude (g = 980.6199 gals.).
 OY0046
 OY0046.The modeled gravity was interpolated from observed gravity values.
 OY0046
 OY0046;                    North         East    Units  Estimated Accuracy
 OY0046;SPC ID E     -   226,480.      203,560.      MT  (+/- 180 meters Scaled)
 OY0046
 OY0046                          SUPERSEDED SURVEY CONTROL
 OY0046
 OY0046  NAVD 88 (06/15/91) 1457.034  (m)         4780.29   (f) UNKNOWN     1 2
 OY0046  NGVD 29 (08/20/92) 1455.963  (m)         4776.77   (f) ADJUSTED    1 2
 OY0046
 OY0046.Superseded values are not recommended for survey control.
 OY0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0046.See file dsdata.txt to determine how the superseded data were derived.
 OY0046
 OY0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP095397(NAD 83)
 OY0046_MARKER: DB = BENCH MARK DISK
 OY0046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OY0046_SP_SET: HEADWALL
 OY0046_STAMPING: J 292 1945
 OY0046_MARK LOGO: CGS   
 OY0046_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0046+STABILITY: SURFACE MOTION
 OY0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0046+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0046
 OY0046  HISTORY     - Date     Condition        Report By
 OY0046  HISTORY     - 1945     MONUMENTED       CGS
 OY0046  HISTORY     - 1967     GOOD             NGS
 OY0046  HISTORY     - 19920625 GOOD             NGS
 OY0046
 OY0046                          STATION DESCRIPTION
 OY0046
 OY0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0046'1.05 MI S FROM ROBERTS.
 OY0046'0.95 MILE SOUTH ALONG U. S. HIGHWAY 91 FROM THE UNION PACIFIC RAILROAD
 OY0046'STATION AT ROBERTS, THENCE 0.1 MILE SOUTH ALONG A COUNTY ROAD, ACROSS
 OY0046'THE ROAD FROM A T JUNCTION POWER POLE, IN THE TOP THE EAST CONCRETE
 OY0046'HEAD WALL OF AN IRRIGATION CANAL CULVERT, 3.3 FEET NORTH OF THE SOUTH
 OY0046'END OF THE HEAD WALL, 13 FEET EAST OF THE CENTER LINE OF THE ROAD, 42
 OY0046'FEET NORTH OF THE CENTER OF THE JUNCTION OF A DRIVEWAY WEST TO A
 OY0046'HOUSE, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 OY0046
 OY0046                          STATION RECOVERY (1992)
 OY0046
 OY0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0046'1.2 KM (0.75 MI) SOUTHERLY ALONG A PAVED ROAD FROM THE SOUTH JUNCTION
 OY0046'OF STATE HIGHWAY 48 IN ROBERTS, THENCE 0.2 KM (0.10 MI) SOUTHERLY
 OY0046'ALONG A GRAVELED ROAD, IN TOP OF AND 1.0 M (3.3 FT) NORTH OF THE
 OY0046'SOUTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT, 13.6 M (44.6
 OY0046'FT) NORTHEAST OF UTILITY POLE NUMBER 12, 4.6 M (15.1 FT) EAST OF THE
 OY0046'ROAD CENTER, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0426 ***********************************************************************
 OH0426  DESIGNATION -  J 293
 OH0426  PID         -  OH0426
 OH0426  STATE/COUNTY-  ID/OWYHEE
 OH0426  USGS QUAD   -  WILDER (1971)
 OH0426
 OH0426                         *CURRENT SURVEY CONTROL
 OH0426  ___________________________________________________________________
 OH0426* NAD 83(1986)-  43 39 40.     (N)    116 58 36.     (W)     SCALED    
 OH0426* NAVD 88     -       681.529  (meters)    2235.98   (feet)  ADJUSTED  
 OH0426  ___________________________________________________________________
 OH0426  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 OH0426  DYNAMIC HT  -         681.290 (meters)    2235.20  (feet)  COMP
 OH0426  MODELED GRAV-     980,246.7   (mgal)                       NAVD 88
 OH0426
 OH0426  VERT ORDER  -  SECOND    CLASS 0
 OH0426
 OH0426.The horizontal coordinates were scaled from a topographic map and have
 OH0426.an estimated accuracy of +/- 6 seconds.
 OH0426
 OH0426.The orthometric height was determined by differential leveling
 OH0426.and adjusted by the National Geodetic Survey in June 1991..
 OH0426
 OH0426.The geoid height was determined by GEOID03.
 OH0426
 OH0426.The dynamic height is computed by dividing the NAVD 88
 OH0426.geopotential number by the normal gravity value computed on the
 OH0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0426.degrees latitude (g = 980.6199 gals.).
 OH0426
 OH0426.The modeled gravity was interpolated from observed gravity values.
 OH0426
 OH0426;                    North         East    Units  Estimated Accuracy
 OH0426;SPC ID W     -   222,270.      701,060.      MT  (+/- 180 meters Scaled)
 OH0426
 OH0426                          SUPERSEDED SURVEY CONTROL
 OH0426
 OH0426  NGVD 29 (??/??/92)  680.592  (m)         2232.91   (f) ADJ UNCH    2 0
 OH0426
 OH0426.Superseded values are not recommended for survey control.
 OH0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0426.See file dsdata.txt to determine how the superseded data were derived.
 OH0426
 OH0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ018342(NAD 83)
 OH0426_MARKER: DB = BENCH MARK DISK
 OH0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0426_STAMPING: J 293 1944
 OH0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0426+STABILITY: SURFACE MOTION
 OH0426
 OH0426  HISTORY     - Date     Condition        Report By
 OH0426  HISTORY     - 1944     MONUMENTED       CGS
 OH0426
 OH0426                          STATION DESCRIPTION
 OH0426
 OH0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0426'5.1 MI NW FROM HOMEDALE.
 OH0426'5.1 MILES NORTHWEST FROM THE POST OFFICE AT HOMEDALE, OWYHEE COUNTY,
 OH0426'FOLLOW THE ADRIAN HIGHWAY FOR 1.0 MILE TO A GRAVEL ROAD NORTH,
 OH0426'CONTINUE NORTH AROUND EAST SIDE OF A HILL FOR 0.7 MILE TO A RAILROAD,
 OH0426'CONTINUE NORTH FOR 0.3 MILE TO A LEFT TURN, THENCE WEST FOR 0.3 MILE
 OH0426'TO A RAILROAD, THENCE NORTHWEST ALONG THE NORTHEAST SIDE OF THE HILL
 OH0426'AND CONTINUE FOR 0.4 MILE TO A Y ROAD JUNCTION, THENCE ALONG THE LEFT
 OH0426'FORK FOR 0.7 MILE TO A ROAD INTERSECTION, THENCE WEST FOR 0.5 MILE TO
 OH0426'A T ROAD JUNCTION, THENCE NORTH FOR 1.0 MILE TO A CROSSROAD AND THE
 OH0426'BENCH MARK, AT A FARMHOUSE, 34.1 FEET SOUTHEAST OF A ROAD
 OH0426'INTERSECTION, 70 YARDS SOUTHWEST OF A FARMHOUSE, 4.8 FEET SOUTH OF A
 OH0426'FENCE CORNER, 1 FOOT WEST OF A FENCE, 3.2 FEET NORTH OF A 4 X 4 INCH
 OH0426'WHITE WOODEN POST.  A STANDARD BRONZE DISK SET IN THE TOP OF A
 OH0426'CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0340 ***********************************************************************
 OH0340  DESIGNATION -  J 294
 OH0340  PID         -  OH0340
 OH0340  STATE/COUNTY-  ID/OWYHEE
 OH0340  USGS QUAD   -  OPALENE GULCH (1992)
 OH0340
 OH0340                         *CURRENT SURVEY CONTROL
 OH0340  ___________________________________________________________________
 OH0340* NAD 83(1986)-  43 28 30.     (N)    116 47 01.     (W)     SCALED    
 OH0340* NAVD 88     -       743.895  (meters)    2440.60   (feet)  ADJUSTED  
 OH0340  ___________________________________________________________________
 OH0340  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 OH0340  DYNAMIC HT  -         743.618 (meters)    2439.69  (feet)  COMP
 OH0340  MODELED GRAV-     980,224.1   (mgal)                       NAVD 88
 OH0340
 OH0340  VERT ORDER  -  SECOND    CLASS 0
 OH0340
 OH0340.The horizontal coordinates were scaled from a topographic map and have
 OH0340.an estimated accuracy of +/- 6 seconds.
 OH0340
 OH0340.The orthometric height was determined by differential leveling
 OH0340.and adjusted by the National Geodetic Survey in June 1991..
 OH0340
 OH0340.The geoid height was determined by GEOID03.
 OH0340
 OH0340.The dynamic height is computed by dividing the NAVD 88
 OH0340.geopotential number by the normal gravity value computed on the
 OH0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0340.degrees latitude (g = 980.6199 gals.).
 OH0340
 OH0340.The modeled gravity was interpolated from observed gravity values.
 OH0340
 OH0340;                    North         East    Units  Estimated Accuracy
 OH0340;SPC ID W     -   201,380.      716,380.      MT  (+/- 180 meters Scaled)
 OH0340
 OH0340                          SUPERSEDED SURVEY CONTROL
 OH0340
 OH0340  NGVD 29 (??/??/92)  742.956  (m)         2437.51   (f) ADJ UNCH    2 0
 OH0340
 OH0340.Superseded values are not recommended for survey control.
 OH0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0340.See file dsdata.txt to determine how the superseded data were derived.
 OH0340
 OH0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ175135(NAD 83)
 OH0340_MARKER: DB = BENCH MARK DISK
 OH0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0340_STAMPING: J 294 1944
 OH0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0340+STABILITY: SURFACE MOTION
 OH0340
 OH0340  HISTORY     - Date     Condition        Report By
 OH0340  HISTORY     - 1944     MONUMENTED       CGS
 OH0340
 OH0340                          STATION DESCRIPTION
 OH0340
 OH0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0340'5.5 MI S FROM MARSING.
 OH0340'5.5 MILES SOUTH FROM THE RAILROAD STATION AT MARSING, OWYHEE COUNTY,
 OH0340'ALONG THE MARSING TO MURPHY HIGHWAY, 141 FEET NORTHEAST OF THE
 OH0340'JUNCTION OF THE HIGHWAY AND A LANE LEADING SOUTH, 116 FEET NORTHWEST
 OH0340'OF THE INTERSECTION OF TWO MAIN ROADS, 40 FEET NORTH OF THE CENTERLINE
 OH0340'OF THE ROAD AND 5 FEET WEST OF A 4 X 4 INCH WHITE WOODEN POST. A
 OH0340'STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE POST 6 INCHES ABOVE
 OH0340'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0271 ***********************************************************************
 OH0271  DESIGNATION -  J 295
 OH0271  PID         -  OH0271
 OH0271  STATE/COUNTY-  ID/ADA
 OH0271  USGS QUAD   -  INITIAL POINT (1992)
 OH0271
 OH0271                         *CURRENT SURVEY CONTROL
 OH0271  ___________________________________________________________________
 OH0271* NAD 83(1986)-  43 17 27.     (N)    116 29 08.     (W)     SCALED    
 OH0271* NAVD 88     -       701.192  (meters)    2300.49   (feet)  ADJUSTED  
 OH0271  ___________________________________________________________________
 OH0271  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 OH0271  DYNAMIC HT  -         700.916 (meters)    2299.59  (feet)  COMP
 OH0271  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 OH0271
 OH0271  VERT ORDER  -  SECOND    CLASS 0
 OH0271
 OH0271.The horizontal coordinates were scaled from a topographic map and have
 OH0271.an estimated accuracy of +/- 6 seconds.
 OH0271
 OH0271.The orthometric height was determined by differential leveling
 OH0271.and adjusted by the National Geodetic Survey in June 1991..
 OH0271
 OH0271.The geoid height was determined by GEOID03.
 OH0271
 OH0271.The dynamic height is computed by dividing the NAVD 88
 OH0271.geopotential number by the normal gravity value computed on the
 OH0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0271.degrees latitude (g = 980.6199 gals.).
 OH0271
 OH0271.The modeled gravity was interpolated from observed gravity values.
 OH0271
 OH0271;                    North         East    Units  Estimated Accuracy
 OH0271;SPC ID W     -   180,670.      740,310.      MT  (+/- 180 meters Scaled)
 OH0271
 OH0271                          SUPERSEDED SURVEY CONTROL
 OH0271
 OH0271  NGVD 29 (??/??/92)  700.270  (m)         2297.47   (f) ADJ UNCH    2 0
 OH0271
 OH0271.Superseded values are not recommended for survey control.
 OH0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0271.See file dsdata.txt to determine how the superseded data were derived.
 OH0271
 OH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH417932(NAD 83)
 OH0271_MARKER: DB = BENCH MARK DISK
 OH0271_SETTING: 80 = SET IN A BOULDER
 OH0271_SP_SET: ROCK BOULDER
 OH0271_STAMPING: J 295 1944
 OH0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0271+STABILITY: SURFACE MOTION
 OH0271
 OH0271  HISTORY     - Date     Condition        Report By
 OH0271  HISTORY     - 1944     MONUMENTED       CGS
 OH0271
 OH0271                          STATION DESCRIPTION
 OH0271
 OH0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0271'7.9 MI NW FROM SWAN FALLS DAM.
 OH0271'7.9 MILES NORTHWEST OF THE DAM AT SWAN FALLS DAM, ADA COUNTY, IN THE
 OH0271'CANYON ALONG THE NORTHEAST BANK OF THE SNAKE RIVER, 3.0 MILES
 OH0271'SOUTHEAST OF THE RAILROAD BRIDGE OVER SNAKE RIVER, AT A Y ROAD
 OH0271'INTERSECTION, APPROXIMATELY 0.2 MILE SOUTHEAST OF AN ABANDONED ROCK
 OH0271'HOUSE AT THE FOOT OF A BLUFF, 8 FEET EAST OF THE CENTERLINE OF A DIRT
 OH0271'ROAD EAST, AND 24.5 FEET NORTHEAST OF THE INTERSECTION OF THE
 OH0271'CENTERLINE OF A DIRT ROAD EAST AND A ROAD NORTHEAST.  A STANDARD
 OH0271'BRONZE DISK SET IN THE TOP OF A LARGE ROCK BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0299 ***********************************************************************
 OH0299  DESIGNATION -  J 296
 OH0299  PID         -  OH0299
 OH0299  STATE/COUNTY-  ID/OWYHEE
 OH0299  USGS QUAD   -  CASTLE BUTTE (1992)
 OH0299
 OH0299                         *CURRENT SURVEY CONTROL
 OH0299  ___________________________________________________________________
 OH0299* NAD 83(1986)-  43 05 55.     (N)    116 15 14.     (W)     SCALED    
 OH0299* NAVD 88     -       715.042  (meters)    2345.93   (feet)  ADJUSTED  
 OH0299  ___________________________________________________________________
 OH0299  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 OH0299  DYNAMIC HT  -         714.753 (meters)    2344.99  (feet)  COMP
 OH0299  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 OH0299
 OH0299  VERT ORDER  -  SECOND    CLASS 0
 OH0299
 OH0299.The horizontal coordinates were scaled from a topographic map and have
 OH0299.an estimated accuracy of +/- 6 seconds.
 OH0299
 OH0299.The orthometric height was determined by differential leveling
 OH0299.and adjusted by the National Geodetic Survey in June 1991..
 OH0299
 OH0299.The geoid height was determined by GEOID03.
 OH0299
 OH0299.The dynamic height is computed by dividing the NAVD 88
 OH0299.geopotential number by the normal gravity value computed on the
 OH0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0299.degrees latitude (g = 980.6199 gals.).
 OH0299
 OH0299.The modeled gravity was interpolated from observed gravity values.
 OH0299
 OH0299;                    North         East    Units  Estimated Accuracy
 OH0299;SPC ID W     -   159,170.      758,980.      MT  (+/- 180 meters Scaled)
 OH0299
 OH0299                          SUPERSEDED SURVEY CONTROL
 OH0299
 OH0299  NGVD 29 (??/??/92)  714.144  (m)         2342.99   (f) ADJ UNCH    2 0
 OH0299
 OH0299.Superseded values are not recommended for survey control.
 OH0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0299.See file dsdata.txt to determine how the superseded data were derived.
 OH0299
 OH0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH607720(NAD 83)
 OH0299_MARKER: DB = BENCH MARK DISK
 OH0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0299_STAMPING: J 296 1944
 OH0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0299+STABILITY: SURFACE MOTION
 OH0299
 OH0299  HISTORY     - Date     Condition        Report By
 OH0299  HISTORY     - 1944     MONUMENTED       CGS
 OH0299
 OH0299                          STATION DESCRIPTION
 OH0299
 OH0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0299'15.5 MI NW FROM GRAND VIEW.
 OH0299'15.5 MILES NORTHWEST OF THE SNAKE RIVER BRIDGE FROM GRAND VIEW, OWYHEE
 OH0299'COUNTY, IN THE CANYON ALONG THE SOUTHWEST BANK OF SNAKE RIVER, 14.2
 OH0299'MILES SOUTHEAST OF THE SWAN FALLS DAM, 1.1 MILES SOUTHEAST OF THE
 OH0299'MOUTH OF CASTLE CREEK, ON A LARGE FLAT AREA, 50 YARDS WEST OF THE
 OH0299'RIVER BANK, 33 FEET NORTH OF A DEEP RAVINE, AND 4.5 FEET SOUTH OF A 4
 OH0299'X 4 INCH WHITE WOODEN POST.  A STANDARD BRONZE DISK SET IN THE TOP OF
 OH0299'A CONCRETE POST 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0704 ***********************************************************************
 NV0704  DESIGNATION -  J 297
 NV0704  PID         -  NV0704
 NV0704  STATE/COUNTY-  ID/OWYHEE
 NV0704  USGS QUAD   -  C J STRIKE DAM (1992)
 NV0704
 NV0704                         *CURRENT SURVEY CONTROL
 NV0704  ___________________________________________________________________
 NV0704* NAD 83(1986)-  42 59 05.     (N)    115 53 21.     (W)     SCALED    
 NV0704* NAVD 88     -       740.589  (meters)    2429.75   (feet)  ADJUSTED  
 NV0704  ___________________________________________________________________
 NV0704  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 NV0704  DYNAMIC HT  -         740.271 (meters)    2428.71  (feet)  COMP
 NV0704  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 NV0704
 NV0704  VERT ORDER  -  SECOND    CLASS 0
 NV0704
 NV0704.The horizontal coordinates were scaled from a topographic map and have
 NV0704.an estimated accuracy of +/- 6 seconds.
 NV0704
 NV0704.The orthometric height was determined by differential leveling
 NV0704.and adjusted by the National Geodetic Survey in June 1991..
 NV0704
 NV0704.The geoid height was determined by GEOID03.
 NV0704
 NV0704.The dynamic height is computed by dividing the NAVD 88
 NV0704.geopotential number by the normal gravity value computed on the
 NV0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0704.degrees latitude (g = 980.6199 gals.).
 NV0704
 NV0704.The modeled gravity was interpolated from observed gravity values.
 NV0704
 NV0704;                    North         East    Units  Estimated Accuracy
 NV0704;SPC ID W     -   146,410.      788,650.      MT  (+/- 180 meters Scaled)
 NV0704
 NV0704                          SUPERSEDED SURVEY CONTROL
 NV0704
 NV0704  NGVD 29 (??/??/92)  739.722  (m)         2426.90   (f) ADJ UNCH    2 0
 NV0704
 NV0704.Superseded values are not recommended for survey control.
 NV0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0704.See file dsdata.txt to determine how the superseded data were derived.
 NV0704
 NV0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH905597(NAD 83)
 NV0704_MARKER: DB = BENCH MARK DISK
 NV0704_SETTING: 66 = SET IN ROCK OUTCROP
 NV0704_SP_SET: ROCK OUTCROP
 NV0704_STAMPING: J 297 1944
 NV0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0704+STABILITY: POSITION/ELEVATION WELL
 NV0704
 NV0704  HISTORY     - Date     Condition        Report By
 NV0704  HISTORY     - 1944     MONUMENTED       CGS
 NV0704
 NV0704                          STATION DESCRIPTION
 NV0704
 NV0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NV0704'17.0 MI E FROM GRANDVIEW.
 NV0704'ALONG THE SOUTH BANK OF THE SNAKE RIVER, IN A DEEP CANYON INACCESSIBLE
 NV0704'BY TRUCK.  8.6 MILES NORTHEAST OF THE MOUTH OF THE BRUNEAU RIVER. 3.6
 NV0704'MILES WEST OF A SMALL FARM HOUSE AT CRANE FALLS. AT THE EAST END OF A
 NV0704'LARGE BAND TO THE NORTHWEST IN THE RIVER.  ON A STEEP ROCKY SLOPE,
 NV0704'APPROXIMATELY 50 FEET HIGHER THAN THE PRESENT WATER LEVEL. 2 FEET
 NV0704'NORTH OF A DIM TRAIL.  ON TOP OF A 5 FOOT ROCK OUTCROP. WHITE BM AND
 NV0704'ARROWS PAINTED ON ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0727 ***********************************************************************
 NV0727  DESIGNATION -  J 298
 NV0727  PID         -  NV0727
 NV0727  STATE/COUNTY-  ID/ELMORE
 NV0727  USGS QUAD   -  INDIAN COVE (1992)
 NV0727
 NV0727                         *CURRENT SURVEY CONTROL
 NV0727  ___________________________________________________________________
 NV0727* NAD 83(1986)-  42 56 22.     (N)    115 34 20.     (W)     SCALED    
 NV0727* NAVD 88     -       770.720  (meters)    2528.60   (feet)  ADJUSTED  
 NV0727  ___________________________________________________________________
 NV0727  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 NV0727  DYNAMIC HT  -         770.406 (meters)    2527.57  (feet)  COMP
 NV0727  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 NV0727
 NV0727  VERT ORDER  -  SECOND    CLASS 0
 NV0727
 NV0727.The horizontal coordinates were scaled from a topographic map and have
 NV0727.an estimated accuracy of +/- 6 seconds.
 NV0727
 NV0727.The orthometric height was determined by differential leveling
 NV0727.and adjusted by the National Geodetic Survey in June 1991..
 NV0727
 NV0727.The geoid height was determined by GEOID03.
 NV0727
 NV0727.The dynamic height is computed by dividing the NAVD 88
 NV0727.geopotential number by the normal gravity value computed on the
 NV0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0727.degrees latitude (g = 980.6199 gals.).
 NV0727
 NV0727.The modeled gravity was interpolated from observed gravity values.
 NV0727
 NV0727;                    North         East    Units  Estimated Accuracy
 NV0727;SPC ID W     -   141,390.      814,510.      MT  (+/- 180 meters Scaled)
 NV0727
 NV0727                          SUPERSEDED SURVEY CONTROL
 NV0727
 NV0727  NGVD 29 (??/??/92)  769.904  (m)         2525.93   (f) ADJ UNCH    2 0
 NV0727
 NV0727.Superseded values are not recommended for survey control.
 NV0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0727.See file dsdata.txt to determine how the superseded data were derived.
 NV0727
 NV0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH164550(NAD 83)
 NV0727_MARKER: DB = BENCH MARK DISK
 NV0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0727_STAMPING: J 298 1945
 NV0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0727+STABILITY: SURFACE MOTION
 NV0727
 NV0727  HISTORY     - Date     Condition        Report By
 NV0727  HISTORY     - 1945     MONUMENTED       CGS
 NV0727
 NV0727                          STATION DESCRIPTION
 NV0727
 NV0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0727'6.6 MI W FROM HAMMETT.
 NV0727'6.6 MILES WEST OF THE STATION AT HAMMETT, ELMORE COUNTY, ALONG A TRACK
 NV0727'ROAD ON THE NORTH BANK OF SNAKE RIVER, 2.7 MILES WEST OF THE NORTH END
 NV0727'OF THE SNAKE RIVER BRIDGE SOUTHWEST OF HAMMETT, OPPOSITE THE
 NV0727'EASTERNMOST PILE OF A SCATTERED GROUP OF MINE TAILINGS, AT THE SOUTH
 NV0727'BASE OF A 20 FOOT KNOLL, 160 YARDS NORTH OF THE NORTH RIVER BANK AND
 NV0727'30 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD.  A STANDARD BRONZE
 NV0727'DISK SET IN THE TOP OF A CONCRETE POST 3.5 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0402 ***********************************************************************
 NV0402  DESIGNATION -  J 299
 NV0402  PID         -  NV0402
 NV0402  STATE/COUNTY-  ID/GOODING
 NV0402  USGS QUAD   -  HAGERMAN (1992)
 NV0402
 NV0402                         *CURRENT SURVEY CONTROL
 NV0402  ___________________________________________________________________
 NV0402* NAD 83(1986)-  42 46 17.     (N)    114 54 28.     (W)     SCALED    
 NV0402* NAVD 88     -       889.448  (meters)    2918.13   (feet)  ADJUSTED  
 NV0402  ___________________________________________________________________
 NV0402  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 NV0402  DYNAMIC HT  -         889.032 (meters)    2916.77  (feet)  COMP
 NV0402  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 NV0402
 NV0402  VERT ORDER  -  SECOND    CLASS 0
 NV0402
 NV0402.The horizontal coordinates were scaled from a topographic map and have
 NV0402.an estimated accuracy of +/- 6 seconds.
 NV0402
 NV0402.The orthometric height was determined by differential leveling
 NV0402.and adjusted by the National Geodetic Survey in June 1991..
 NV0402
 NV0402.The geoid height was determined by GEOID03.
 NV0402
 NV0402.The dynamic height is computed by dividing the NAVD 88
 NV0402.geopotential number by the normal gravity value computed on the
 NV0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0402.degrees latitude (g = 980.6199 gals.).
 NV0402
 NV0402.The modeled gravity was interpolated from observed gravity values.
 NV0402
 NV0402;                    North         East    Units  Estimated Accuracy
 NV0402;SPC ID C     -   123,100.      425,710.      MT  (+/- 180 meters Scaled)
 NV0402
 NV0402                          SUPERSEDED SURVEY CONTROL
 NV0402
 NV0402  NGVD 29 (??/??/92)  888.624  (m)         2915.43   (f) ADJ UNCH    2 0
 NV0402
 NV0402.Superseded values are not recommended for survey control.
 NV0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0402.See file dsdata.txt to determine how the superseded data were derived.
 NV0402
 NV0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH711375(NAD 83)
 NV0402_MARKER: DB = BENCH MARK DISK
 NV0402_SETTING: 80 = SET IN A BOULDER
 NV0402_SP_SET: BOULDER
 NV0402_STAMPING: J 299 1945
 NV0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0402+STABILITY: SURFACE MOTION
 NV0402
 NV0402  HISTORY     - Date     Condition        Report By
 NV0402  HISTORY     - 1945     MONUMENTED       CGS
 NV0402
 NV0402                          STATION DESCRIPTION
 NV0402
 NV0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0402'5.0 MI SW FROM HAGERMAN.
 NV0402'5.0 MILES SOUTHWEST OF THE POST OFFICE BY ROAD.  ALONG THE EAST BANK
 NV0402'OF THE SNAKE RIVER.  1,1 MILES NORTHWEST OF THE OWSLEY BRIDGE OVER THE
 NV0402'SNAKE RIVER. 1.1 MILES SOUTHEAST OF THE UPPER SALMON POWER PLANT.
 NV0402'APPROXIMATELY 0.5 MILE NORTHWEST OF A FARM HOUSE.  29 YARDS SOUTH OF
 NV0402'AN IRRIGATION DITCH.  28 YARDS NORTH OF A POWER POLE.  ON TOP OF A
 NV0402'FLAT BENCH ABOUT 110 FEET HIGHER THAN THE RIVER.  40 YARDS NORTH OF A
 NV0402'LONE OAK TREEE IN FENCE LINE.  30 FEET EAST OF A SECTION LINE FENCE.
 NV0402'BENCH MARK NOT ACCESSIBLE BY TRUCK, BUT CAN DRIVE TOWARD BENCH MARK
 NV0402'FOR 0.4 MILE FROM OWSLEY BRIDGE.  SET IN THE TOP OF A ROCK BOULDER.
 NV0402'WHITE B.M. PAINTED ON FACE OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0537 ***********************************************************************
 PZ0537  DESIGNATION -  J 3
 PZ0537  PID         -  PZ0537
 PZ0537  STATE/COUNTY-  ID/LEMHI
 PZ0537  USGS QUAD   -  LEMHI (1989)
 PZ0537
 PZ0537                         *CURRENT SURVEY CONTROL
 PZ0537  ___________________________________________________________________
 PZ0537* NAD 83(1986)-  44 49 48.     (N)    113 36 40.     (W)     SCALED    
 PZ0537* NAVD 88     -      1602.309  (meters)    5256.91   (feet)  ADJUSTED  
 PZ0537  ___________________________________________________________________
 PZ0537  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 PZ0537  DYNAMIC HT  -        1601.515 (meters)    5254.30  (feet)  COMP
 PZ0537  MODELED GRAV-     980,066.2   (mgal)                       NAVD 88
 PZ0537
 PZ0537  VERT ORDER  -  FIRST     CLASS II
 PZ0537
 PZ0537.The horizontal coordinates were scaled from a topographic map and have
 PZ0537.an estimated accuracy of +/- 6 seconds.
 PZ0537
 PZ0537.The orthometric height was determined by differential leveling
 PZ0537.and adjusted by the National Geodetic Survey in June 1991..
 PZ0537
 PZ0537.The geoid height was determined by GEOID03.
 PZ0537
 PZ0537.The dynamic height is computed by dividing the NAVD 88
 PZ0537.geopotential number by the normal gravity value computed on the
 PZ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0537.degrees latitude (g = 980.6199 gals.).
 PZ0537
 PZ0537.The modeled gravity was interpolated from observed gravity values.
 PZ0537
 PZ0537;                    North         East    Units  Estimated Accuracy
 PZ0537;SPC ID C     -   351,490.      530,750.      MT  (+/- 180 meters Scaled)
 PZ0537
 PZ0537                          SUPERSEDED SURVEY CONTROL
 PZ0537
 PZ0537  NGVD 29 (??/??/92) 1601.030  (m)         5252.71   (f) ADJ UNCH    1 2
 PZ0537
 PZ0537.Superseded values are not recommended for survey control.
 PZ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0537.See file dsdata.txt to determine how the superseded data were derived.
 PZ0537
 PZ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ935673(NAD 83)
 PZ0537_MARKER: DD = SURVEY DISK
 PZ0537_SETTING: 80 = SET IN A BOULDER
 PZ0537_SP_SET: BOULDER
 PZ0537_STAMPING: J 3 1929
 PZ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0537+STABILITY: SURFACE MOTION
 PZ0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PZ0537+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 PZ0537
 PZ0537  HISTORY     - Date     Condition        Report By
 PZ0537  HISTORY     - 1929     MONUMENTED       USGS
 PZ0537  HISTORY     - 1953     GOOD             NGS
 PZ0537  HISTORY     - 20010501 GOOD             IDTD
 PZ0537
 PZ0537                          STATION DESCRIPTION
 PZ0537
 PZ0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PZ0537'16.4 MI NW FROM LEADORE.
 PZ0537'16.4 MILES NORTHWEST ALONG THE DISMANTLED GILMORE AND PITTSBURGH
 PZ0537'RAILROAD FROM LEADORE, 1.4 MILES SOUTHEAST OF THE SIDING AT LEMHI, 300
 PZ0537'FEET SOUTH OF A FARM LANE CROSSING, ON A ROCKY POINT ON THE WEST SIDE
 PZ0537'OF THE TRACK, AND IN THE TOP OF A 2-FOOT CUBICAL CONGLOMERATE BOULDER
 PZ0537'MARKED BY THE PAINTED LETTERS USGS PBM 5243, A UNITED STATES
 PZ0537'GEOLOGICAL SURVEY STANDARD DISK, STAMPED J 3 1929.  NOTE-- 200 FEET
 PZ0537'WEST PROPOSED HIGHWAY STA.  1536+00, PROJECT F-6412 (501).
 PZ0537
 PZ0537                          STATION RECOVERY (2001)
 PZ0537
 PZ0537'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JAK)
 PZ0537'ON SH-28 AT M.P. 106.529, THE MARK IS 69 M. SOUTHWEST OF PAINTED
 PZ0537'CENTERLINE, (THIS CENTERLINE REFERENCE POINT IS 18 M. NORTHWEST OF THE
 PZ0537'NORTHWEST END OF THE LEMHI RIVER BRIDGE) AND 69 M. WEST-SOUTHWEST OF
 PZ0537'THE NORTHWEST CORNER OF THE BRIDGE AND IS .66 M. EAST OF A WITNESS
 PZ0537'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0562 ***********************************************************************
 NU0562  DESIGNATION -  J 3
 NU0562  PID         -  NU0562
 NU0562  STATE/COUNTY-  ID/POWER
 NU0562  USGS QUAD   -  AMERICAN FALLS SW (1971)
 NU0562
 NU0562                         *CURRENT SURVEY CONTROL
 NU0562  ___________________________________________________________________
 NU0562* NAD 83(1986)-  42 46 38.     (N)    112 52 34.     (W)     SCALED    
 NU0562* NAVD 88     -      1320.407  (meters)    4332.04   (feet)  ADJUSTED  
 NU0562  ___________________________________________________________________
 NU0562  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 NU0562  DYNAMIC HT  -        1319.659 (meters)    4329.58  (feet)  COMP
 NU0562  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 NU0562
 NU0562  VERT ORDER  -  FIRST     CLASS II
 NU0562
 NU0562.The horizontal coordinates were scaled from a topographic map and have
 NU0562.an estimated accuracy of +/- 6 seconds.
 NU0562
 NU0562.The orthometric height was determined by differential leveling
 NU0562.and adjusted by the National Geodetic Survey in June 1991..
 NU0562
 NU0562.The geoid height was determined by GEOID03.
 NU0562
 NU0562.The dynamic height is computed by dividing the NAVD 88
 NU0562.geopotential number by the normal gravity value computed on the
 NU0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0562.degrees latitude (g = 980.6199 gals.).
 NU0562
 NU0562.The modeled gravity was interpolated from observed gravity values.
 NU0562
 NU0562;                    North         East    Units  Estimated Accuracy
 NU0562;SPC ID E     -   123,600.      141,950.      MT  (+/- 180 meters Scaled)
 NU0562
 NU0562                          SUPERSEDED SURVEY CONTROL
 NU0562
 NU0562  NGVD 29 (??/??/92) 1319.39   (m)         4328.7    (f) COMPUTED    1 2
 NU0562
 NU0562.Superseded values are not recommended for survey control.
 NU0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0562.See file dsdata.txt to determine how the superseded data were derived.
 NU0562
 NU0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN465377(NAD 83)
 NU0562_MARKER: DB = BENCH MARK DISK
 NU0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0562_SP_SET: BRIDGE ABUTMENT
 NU0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0562
 NU0562  HISTORY     - Date     Condition        Report By
 NU0562  HISTORY     - UNK      MONUMENTED       CGS
 NU0562  HISTORY     - 1938     GOOD             NGS
 NU0562
 NU0562                          STATION DESCRIPTION
 NU0562
 NU0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0562'1.3 MI SW FROM AMERICAN FALLS.
 NU0562'1.3 MI SW FROM AMERICAN FALLS, A CHISELED SQUARE IN THE NE CORNER OF
 NU0562'THE SANDSTONE ABUTMENT OF THE OLD RR. BRIDGE.  THE OLD BRIDGE HAS BEEN
 NU0562'DESTROYED, HOWEVER THE STONE ABUTMENT HAS NOT BEEN DISTURBED. AT THE
 NU0562'WEST SIDE OF RIVER, ABOUT 25 FT. BELOW THE TRACK, 35 FT. EAST OF THE W
 NU0562'ABUTMENT OF THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0237 ***********************************************************************
 PZ0237  DESIGNATION -  J 30
 PZ0237  PID         -  PZ0237
 PZ0237  STATE/COUNTY-  ID/CLARK
 PZ0237  USGS QUAD   -  SNAKY CANYON (1969)
 PZ0237
 PZ0237                         *CURRENT SURVEY CONTROL
 PZ0237  ___________________________________________________________________
 PZ0237* NAD 83(1986)-  44 02 20.     (N)    112 40 47.     (W)     SCALED    
 PZ0237* NAVD 88     -      1516.160  (meters)    4974.27   (feet)  ADJUSTED  
 PZ0237  ___________________________________________________________________
 PZ0237  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 PZ0237  DYNAMIC HT  -        1515.407 (meters)    4971.80  (feet)  COMP
 PZ0237  MODELED GRAV-     980,068.7   (mgal)                       NAVD 88
 PZ0237
 PZ0237  VERT ORDER  -  SECOND    CLASS 0
 PZ0237
 PZ0237.The horizontal coordinates were scaled from a topographic map and have
 PZ0237.an estimated accuracy of +/- 6 seconds.
 PZ0237
 PZ0237.The orthometric height was determined by differential leveling
 PZ0237.and adjusted by the National Geodetic Survey in June 1991..
 PZ0237
 PZ0237.The geoid height was determined by GEOID03.
 PZ0237
 PZ0237.The dynamic height is computed by dividing the NAVD 88
 PZ0237.geopotential number by the normal gravity value computed on the
 PZ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0237.degrees latitude (g = 980.6199 gals.).
 PZ0237
 PZ0237.The modeled gravity was interpolated from observed gravity values.
 PZ0237
 PZ0237;                    North         East    Units  Estimated Accuracy
 PZ0237;SPC ID E     -   263,640.      158,880.      MT  (+/- 180 meters Scaled)
 PZ0237
 PZ0237                          SUPERSEDED SURVEY CONTROL
 PZ0237
 PZ0237  NGVD 29 (??/??/92) 1515.054  (m)         4970.64   (f) ADJ UNCH    2 0
 PZ0237
 PZ0237.Superseded values are not recommended for survey control.
 PZ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0237.See file dsdata.txt to determine how the superseded data were derived.
 PZ0237
 PZ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP654775(NAD 83)
 PZ0237_MARKER: DD = SURVEY DISK
 PZ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0237_STAMPING: J 30 1929
 PZ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0237+STABILITY: SURFACE MOTION
 PZ0237
 PZ0237  HISTORY     - Date     Condition        Report By
 PZ0237  HISTORY     - 1929     MONUMENTED       USGS
 PZ0237  HISTORY     - 19990601 POOR             IDTD
 PZ0237
 PZ0237                          STATION DESCRIPTION
 PZ0237
 PZ0237'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0237'28.7 MI SW FROM DUBOIS.
 PZ0237'28.7 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0237'DUBOIS, CLARK COUNTY, 1.8 MILES NORTHEAST OF THE RANCH HOUSE AT RENO
 PZ0237'RANCH, 400 FEET NORTH OF A FENCE, AND 70 FEET SOUTH OF THE CENTERLINE
 PZ0237'OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PZ0237'STAMPED J 30 1929 AND SET IN THE TOP OF A CONCRETE POST.
 PZ0237
 PZ0237                          STATION RECOVERY (1999)
 PZ0237
 PZ0237'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0237'FOUND MARK RIGHT OF SH-22 AT MILEPOST 43.449, IN USELESS CONDITION,
 PZ0237'LEANING ABOUT 45 DEGREES EAST OF THE VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1166 ***********************************************************************
 NU1166  DESIGNATION -  J 30
 NU1166  PID         -  NU1166
 NU1166  STATE/COUNTY-  ID/MINIDOKA
 NU1166  USGS QUAD   -  RUPERT (1976)
 NU1166
 NU1166                         *CURRENT SURVEY CONTROL
 NU1166  ___________________________________________________________________
 NU1166* NAD 83(1986)-  42 35 27.     (N)    113 42 26.     (W)     SCALED    
 NU1166* NAVD 88     -      1265.923  (meters)    4153.28   (feet)  ADJUSTED  
 NU1166  ___________________________________________________________________
 NU1166  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 NU1166  DYNAMIC HT  -        1265.206 (meters)    4150.93  (feet)  COMP
 NU1166  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 NU1166
 NU1166  VERT ORDER  -  FIRST     CLASS II
 NU1166
 NU1166.The horizontal coordinates were scaled from a topographic map and have
 NU1166.an estimated accuracy of +/- 6 seconds.
 NU1166
 NU1166.The orthometric height was determined by differential leveling
 NU1166.and adjusted by the National Geodetic Survey in June 1991..
 NU1166
 NU1166.The geoid height was determined by GEOID03.
 NU1166
 NU1166.The dynamic height is computed by dividing the NAVD 88
 NU1166.geopotential number by the normal gravity value computed on the
 NU1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1166.degrees latitude (g = 980.6199 gals.).
 NU1166
 NU1166.The modeled gravity was interpolated from observed gravity values.
 NU1166
 NU1166;                    North         East    Units  Estimated Accuracy
 NU1166;SPC ID C     -   102,690.      524,030.      MT  (+/- 180 meters Scaled)
 NU1166
 NU1166                          SUPERSEDED SURVEY CONTROL
 NU1166
 NU1166  NGVD 29 (??/??/92) 1264.960  (m)         4150.12   (f) ADJ UNCH    1 2
 NU1166
 NU1166.Superseded values are not recommended for survey control.
 NU1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1166.See file dsdata.txt to determine how the superseded data were derived.
 NU1166
 NU1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN778189(NAD 83)
 NU1166_MARKER: DB = BENCH MARK DISK
 NU1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1166_STAMPING: J 30 1934
 NU1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1166+STABILITY: SURFACE MOTION
 NU1166
 NU1166  HISTORY     - Date     Condition        Report By
 NU1166  HISTORY     - 1934     MONUMENTED       CGS
 NU1166  HISTORY     - 1960     GOOD             NGS
 NU1166
 NU1166                          STATION DESCRIPTION
 NU1166
 NU1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU1166'5.7 MI N FROM BURLEY.
 NU1166'5.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU1166'BURLEY TO A GRADE CROSSING, 190 FEET WEST OF THE CENTERLINE OF U.S.
 NU1166'HIGHWAY 30N, 49 FEET WEST OF THE CENTERLINE OF THE TRACK, 66 FEET
 NU1166'NORTHWEST OF THE GRADE CROSSING, 3 FEET SOUTHWEST OF MILEPOST 16, SET
 NU1166'IN THE TOP OF A PRECAST CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0351 ***********************************************************************
 RA0351  DESIGNATION -  J 300
 RA0351  PID         -  RA0351
 RA0351  STATE/COUNTY-  ID/IDAHO
 RA0351  USGS QUAD   -  OLD TIMER MOUNTAIN (1990)
 RA0351
 RA0351                         *CURRENT SURVEY CONTROL
 RA0351  ___________________________________________________________________
 RA0351* NAD 83(1986)-  45 28 58.     (N)    116 33 27.     (W)     SCALED    
 RA0351* NAVD 88     -       382.964  (meters)    1256.44   (feet)  ADJUSTED  
 RA0351  ___________________________________________________________________
 RA0351  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 RA0351  DYNAMIC HT  -         382.786 (meters)    1255.86  (feet)  COMP
 RA0351  MODELED GRAV-     980,146.8   (mgal)                       NAVD 88
 RA0351
 RA0351  VERT ORDER  -  SECOND    CLASS 0
 RA0351
 RA0351.The horizontal coordinates were scaled from a topographic map and have
 RA0351.an estimated accuracy of +/- 6 seconds.
 RA0351
 RA0351.The orthometric height was determined by differential leveling
 RA0351.and adjusted by the National Geodetic Survey in June 1991..
 RA0351
 RA0351.The geoid height was determined by GEOID03.
 RA0351
 RA0351.The dynamic height is computed by dividing the NAVD 88
 RA0351.geopotential number by the normal gravity value computed on the
 RA0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0351.degrees latitude (g = 980.6199 gals.).
 RA0351
 RA0351.The modeled gravity was interpolated from observed gravity values.
 RA0351
 RA0351;                    North         East    Units  Estimated Accuracy
 RA0351;SPC ID W     -   424,270.      736,870.      MT  (+/- 180 meters Scaled)
 RA0351
 RA0351                          SUPERSEDED SURVEY CONTROL
 RA0351
 RA0351.No superseded survey control is available for this station.
 RA0351
 RA0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL345366(NAD 83)
 RA0351_MARKER: DB = BENCH MARK DISK
 RA0351_SETTING: 80 = SET IN A BOULDER
 RA0351_SP_SET: BOULDER
 RA0351_STAMPING: J 300 1945
 RA0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0351+STABILITY: SURFACE MOTION
 RA0351
 RA0351  HISTORY     - Date     Condition        Report By
 RA0351  HISTORY     - 1945     MONUMENTED       CGS
 RA0351  HISTORY     - 1946     GOOD             NGS
 RA0351
 RA0351                          STATION DESCRIPTION
 RA0351
 RA0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0351'12.9 MI S FROM PITTSBURG LANDING.
 RA0351'ALONG THE EAST BANK OF THE SNAKE RIVER, 12.9 MILES SOUTH OF THE BOAT
 RA0351'LANDING AT PITTSBURG LANDING, AT THE SOUTH END OF A RAPID, 0.6 MILE
 RA0351'NORTH OF STEEP CREEK, 100 FEET WEST OF A WELL DEFINED TRAIL, 25.6 FEET
 RA0351'EAST OF THE EAST BANK OF THE RIVER, SET IN TOP OF A 5X7-FOOT
 RA0351'TRIANGULAR SHAPED BOULDER ABOUT 8 FEET ABOVE THE RIVER AND 4 FEET
 RA0351'ABOVE THE GROUND, B M PAINTED ON BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0365 ***********************************************************************
 RA0365  DESIGNATION -  J 302
 RA0365  PID         -  RA0365
 RA0365  STATE/COUNTY-  ID/ADAMS
 RA0365  USGS QUAD   -  CUPRUM (1990)
 RA0365
 RA0365                         *CURRENT SURVEY CONTROL
 RA0365  ___________________________________________________________________
 RA0365* NAD 83(1986)-  45 04 43.     (N)    116 43 12.     (W)     SCALED    
 RA0365* NAVD 88     -      1248.215  (meters)    4095.19   (feet)  ADJUSTED  
 RA0365  ___________________________________________________________________
 RA0365  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 RA0365  DYNAMIC HT  -        1247.792 (meters)    4093.80  (feet)  COMP
 RA0365  MODELED GRAV-     980,234.7   (mgal)                       NAVD 88
 RA0365
 RA0365  VERT ORDER  -  SECOND    CLASS 0
 RA0365
 RA0365.The horizontal coordinates were scaled from a topographic map and have
 RA0365.an estimated accuracy of +/- 6 seconds.
 RA0365
 RA0365.The orthometric height was determined by differential leveling
 RA0365.and adjusted by the National Geodetic Survey in June 1991..
 RA0365
 RA0365.The geoid height was determined by GEOID03.
 RA0365
 RA0365.The dynamic height is computed by dividing the NAVD 88
 RA0365.geopotential number by the normal gravity value computed on the
 RA0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0365.degrees latitude (g = 980.6199 gals.).
 RA0365
 RA0365.The modeled gravity was interpolated from observed gravity values.
 RA0365
 RA0365;                    North         East    Units  Estimated Accuracy
 RA0365;SPC ID W     -   379,500.      723,630.      MT  (+/- 180 meters Scaled)
 RA0365
 RA0365                          SUPERSEDED SURVEY CONTROL
 RA0365
 RA0365  NGVD 29 (??/??/92) 1247.099  (m)         4091.52   (f) ADJ UNCH    2 0
 RA0365
 RA0365.Superseded values are not recommended for survey control.
 RA0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0365.See file dsdata.txt to determine how the superseded data were derived.
 RA0365
 RA0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK220917(NAD 83)
 RA0365_MARKER: DB = BENCH MARK DISK
 RA0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0365_STAMPING: J 302 1945
 RA0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0365+STABILITY: SURFACE MOTION
 RA0365
 RA0365  HISTORY     - Date     Condition        Report By
 RA0365  HISTORY     - 1945     MONUMENTED       CGS
 RA0365
 RA0365                          STATION DESCRIPTION
 RA0365
 RA0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0365'35.4 MI NW FROM FRUITVALE.
 RA0365'35.4 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 RA0365'IDAHO TO HOMESTEAD, OREGON ROAD.  9.8 MILES NORTHEAST OF THE POST
 RA0365'OFFICE AT HOMESTEAD.  AT THE GEORGE SEROPULOUS RANCH AND A T ROAD
 RA0365'JUNCTION LEADING TO CUPRUM NORTH AND HOMESTEAD WEST.  200 FEET NORTH
 RA0365'OF THE NORTH CORNER OF THE SEROPULOUS RANCH HOUSE.  AT THE NORTH
 RA0365'CORNER OF A GARDEN PLOT.  45 FEET NORTHEAST OF A WAGON GATE AT THE
 RA0365'NORTH CORNER OF THE RANCH HOUSE LAWN.  NEAR THE WEST POINT OF A
 RA0365'TRIANGLE FORMED BY THE T ROAD INTERSECTION.  7 FEET SOUTH OF THE
 RA0365'CENTER-LINE OF A DIRT ROAD.  1 FOOT EAST OF A FENCE CORNER.  PROJECTS
 RA0365'3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0259 ***********************************************************************
 QZ0259  DESIGNATION -  J 303
 QZ0259  PID         -  QZ0259
 QZ0259  STATE/COUNTY-  ID/IDAHO
 QZ0259  USGS QUAD   -  ELK CITY (1995)
 QZ0259
 QZ0259                         *CURRENT SURVEY CONTROL
 QZ0259  ___________________________________________________________________
 QZ0259* NAD 83(1986)-  45 47 26.     (N)    115 23 59.     (W)     SCALED    
 QZ0259* NAVD 88     -      1267.839  (meters)    4159.57   (feet)  ADJUSTED  
 QZ0259  ___________________________________________________________________
 QZ0259  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 QZ0259  DYNAMIC HT  -        1267.449 (meters)    4158.29  (feet)  COMP
 QZ0259  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 QZ0259
 QZ0259  VERT ORDER  -  FIRST     CLASS II
 QZ0259
 QZ0259.The horizontal coordinates were scaled from a topographic map and have
 QZ0259.an estimated accuracy of +/- 6 seconds.
 QZ0259
 QZ0259.The orthometric height was determined by differential leveling
 QZ0259.and adjusted by the National Geodetic Survey in June 1991..
 QZ0259
 QZ0259.The geoid height was determined by GEOID03.
 QZ0259
 QZ0259.The dynamic height is computed by dividing the NAVD 88
 QZ0259.geopotential number by the normal gravity value computed on the
 QZ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0259.degrees latitude (g = 980.6199 gals.).
 QZ0259
 QZ0259.The modeled gravity was interpolated from observed gravity values.
 QZ0259
 QZ0259;                    North         East    Units  Estimated Accuracy
 QZ0259;SPC ID W     -   458,220.      827,230.      MT  (+/- 180 meters Scaled)
 QZ0259
 QZ0259                          SUPERSEDED SURVEY CONTROL
 QZ0259
 QZ0259  NGVD 29 (??/??/92) 1266.725  (m)         4155.91   (f) ADJ UNCH    1 2
 QZ0259
 QZ0259.Superseded values are not recommended for survey control.
 QZ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0259.See file dsdata.txt to determine how the superseded data were derived.
 QZ0259
 QZ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL243720(NAD 83)
 QZ0259_MARKER: DB = BENCH MARK DISK
 QZ0259_SETTING: 0 = UNSPECIFIED SETTING
 QZ0259_STAMPING: J 303 1945
 QZ0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0259
 QZ0259  HISTORY     - Date     Condition        Report By
 QZ0259  HISTORY     - 1945     MONUMENTED       CGS
 QZ0259
 QZ0259                          STATION DESCRIPTION
 QZ0259
 QZ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0259'4.2 MI SE FROM ELK CITY.
 QZ0259'4.2 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE RED RIVER
 QZ0259'RANGER STATION ROAD.  AT THE SOUTH END OF A CURVE.  ACROSS THE RIVER
 QZ0259'FROM A LARGE POINTED ROCK FORMATION.  ACROSS THE ROAD FROM A LARGE
 QZ0259'BALANCED ROCK FORMATION.  26.8 FEET WEST OF THE CENTER-LINE OF THE
 QZ0259'ROAD.  ABOUT 10 FEET EAST OF THE RED RIVER.  ABOUT LEVEL WITH THE
 QZ0259'ROAD.  A STANDARD BRONZE DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0305 ***********************************************************************
 QZ0305  DESIGNATION -  J 304
 QZ0305  PID         -  QZ0305
 QZ0305  STATE/COUNTY-  ID/IDAHO
 QZ0305  USGS QUAD   -  WHITEWATER RANCH (1987)
 QZ0305
 QZ0305                         *CURRENT SURVEY CONTROL
 QZ0305  ___________________________________________________________________
 QZ0305* NAD 83(1986)-  45 34 26.     (N)    115 18 40.     (W)     SCALED    
 QZ0305* NAVD 88     -      1585.213  (meters)    5200.82   (feet)  ADJUSTED  
 QZ0305  ___________________________________________________________________
 QZ0305  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 QZ0305  DYNAMIC HT  -        1584.500 (meters)    5198.48  (feet)  COMP
 QZ0305  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 QZ0305
 QZ0305  VERT ORDER  -  SECOND    CLASS 0
 QZ0305
 QZ0305.The horizontal coordinates were scaled from a topographic map and have
 QZ0305.an estimated accuracy of +/- 6 seconds.
 QZ0305
 QZ0305.The orthometric height was determined by differential leveling
 QZ0305.and adjusted by the National Geodetic Survey in June 1991..
 QZ0305
 QZ0305.The geoid height was determined by GEOID03.
 QZ0305
 QZ0305.The dynamic height is computed by dividing the NAVD 88
 QZ0305.geopotential number by the normal gravity value computed on the
 QZ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0305.degrees latitude (g = 980.6199 gals.).
 QZ0305
 QZ0305.The modeled gravity was interpolated from observed gravity values.
 QZ0305
 QZ0305;                    North         East    Units  Estimated Accuracy
 QZ0305;SPC ID W     -   434,180.      834,260.      MT  (+/- 180 meters Scaled)
 QZ0305
 QZ0305                          SUPERSEDED SURVEY CONTROL
 QZ0305
 QZ0305  NGVD 29 (??/??/92) 1583.956  (m)         5196.70   (f) ADJ UNCH    2 0
 QZ0305
 QZ0305.Superseded values are not recommended for survey control.
 QZ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0305.See file dsdata.txt to determine how the superseded data were derived.
 QZ0305
 QZ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL317480(NAD 83)
 QZ0305_MARKER: DB = BENCH MARK DISK
 QZ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0305_STAMPING: J 304 1945
 QZ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0305+STABILITY: SURFACE MOTION
 QZ0305
 QZ0305  HISTORY     - Date     Condition        Report By
 QZ0305  HISTORY     - 1945     MONUMENTED       CGS
 QZ0305
 QZ0305                          STATION DESCRIPTION
 QZ0305
 QZ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0305'25.8 MI SE FROM ELK CITY.
 QZ0305'25.8 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE DALE RANCH
 QZ0305'ROAD.  13.8 MILES SOUTH OF THE RED RIVER RANGER STATION.  8.3 MILES
 QZ0305'SOUTH OF JACKS CREEK SUMMIT.  0.6 MILE SOUTH OF A WOODEN BRIDGE OVER
 QZ0305'BIG MALLARD CREEK.  ABOUT 60 FEET WEST OF A CURVE.  AT THE EAST END OF
 QZ0305'A 4 FOOT CUT.  ALONG A SHORT STRETCH OF LEVEL ROAD.  36.6 FEET WEST OF
 QZ0305'A 1 FOOT TRIANGULAR BLAZE ON A 24 INCH TREE.  13 FEET NORTH OF THE
 QZ0305'CENTER-LINE OF THE ROAD.  2.6 FEET EAST OF A 4 INCH BY 4 INCH WHITE
 QZ0305'WOODEN POST.  3 FEET SOUTH OF A DIM TRAIL.  PROJECTS 6 INCHES. 1 FOOT
 QZ0305'ABOVE THE LEVEL OF THE ROAD.  A STANDARD BRONZE DISK SET IN TOP OF A
 QZ0305'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0079 ***********************************************************************
 TO0079  DESIGNATION -  J 305
 TO0079  PID         -  TO0079
 TO0079  STATE/COUNTY-  ID/BOUNDARY
 TO0079  USGS QUAD   -  HALL MOUNTAIN (1996)
 TO0079
 TO0079                         *CURRENT SURVEY CONTROL
 TO0079  ___________________________________________________________________
 TO0079* NAD 83(1986)-  48 54 03.     (N)    116 21 31.     (W)     SCALED    
 TO0079* NAVD 88     -       709.515  (meters)    2327.80   (feet)  ADJUSTED  
 TO0079  ___________________________________________________________________
 TO0079  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TO0079  DYNAMIC HT  -         709.592 (meters)    2328.05  (feet)  COMP
 TO0079  MODELED GRAV-     980,696.1   (mgal)                       NAVD 88
 TO0079
 TO0079  VERT ORDER  -  FIRST     CLASS II
 TO0079
 TO0079.The horizontal coordinates were scaled from a topographic map and have
 TO0079.an estimated accuracy of +/- 6 seconds.
 TO0079
 TO0079.The orthometric height was determined by differential leveling
 TO0079.and adjusted by the National Geodetic Survey in June 1991..
 TO0079
 TO0079.The geoid height was determined by GEOID03.
 TO0079
 TO0079.The dynamic height is computed by dividing the NAVD 88
 TO0079.geopotential number by the normal gravity value computed on the
 TO0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0079.degrees latitude (g = 980.6199 gals.).
 TO0079
 TO0079.The modeled gravity was interpolated from observed gravity values.
 TO0079
 TO0079;                    North         East    Units  Estimated Accuracy
 TO0079;SPC ID W     -   804,110.      755,380.      MT  (+/- 180 meters Scaled)
 TO0079
 TO0079                          SUPERSEDED SURVEY CONTROL
 TO0079
 TO0079  NGVD 29 (??/??/92)  708.308  (m)         2323.84   (f) ADJ UNCH    1 2
 TO0079
 TO0079.Superseded values are not recommended for survey control.
 TO0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0079.See file dsdata.txt to determine how the superseded data were derived.
 TO0079
 TO0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ470166(NAD 83)
 TO0079_MARKER: DB = BENCH MARK DISK
 TO0079_SETTING: 80 = SET IN A BOULDER
 TO0079_SP_SET: BOULDER
 TO0079_STAMPING: J 305 1946
 TO0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0079+STABILITY: SURFACE MOTION
 TO0079
 TO0079  HISTORY     - Date     Condition        Report By
 TO0079  HISTORY     - 1946     MONUMENTED       CGS
 TO0079  HISTORY     - 1980     GOOD             NGS
 TO0079
 TO0079                          STATION DESCRIPTION
 TO0079
 TO0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TO0079'2.5 MI E FROM COPELAND.
 TO0079'1.0 MILE NORTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 TO0079'COPELAND, THENCE 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 1, THENCE 0.6
 TO0079'MILE NORTHEAST ALONG U. S. HIGHWAY 95, IN TOP OF A HUGE BOULDER, 38.4
 TO0079'FEET NORTHWEST OF THE NORTH END OF A GUARD RAIL, 41.5 FEET WEST OF THE
 TO0079'CENTER LINE OF THE HIGHWAY, 26.4 FEET SOUTHWEST OF POWER LINE POLE NO.
 TO0079'14, AND ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.
 TO0079
 TO0079                          STATION RECOVERY (1980)
 TO0079
 TO0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0079'18.0 KILOMETERS (11.1 MILES) SOUTH ALONG STATE HIGHWAY 1 FROM THE U.S.
 TO0079'CUSTOMS STATION IN PORTHILL, THENCE 1.0 KILOMETER (0.6 MILE) NORTHEAST
 TO0079'ALONG U.S. HIGHWAY 95, AT THE NORTH END OF A HIGHWAY CURVE, SET IN TOP
 TO0079'OF A MASSIVE , FLAT AREA OF EXPOSED OUTCROP, 12.7 METERS (41.5 FEET)
 TO0079'WEST OF THE CENTERLINE OF THE HIGHWAY, 11.7 METERS (38.4 FEET)
 TO0079'NORTHWEST OF THE NORTH END OF A STEEL GUARDRAIL, 8.1 METERS (26.4
 TO0079'FEET) SOUTHWEST OF POWER LINE POLE NUMBER 14 WITH A SINGLE GUY WIRE,
 TO0079'1.0 METER (3.3 FEET) NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP.
 TO0079'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0340 ***********************************************************************
 NV0340  DESIGNATION -  J 306
 NV0340  PID         -  NV0340
 NV0340  STATE/COUNTY-  ID/GOODING
 NV0340  USGS QUAD   -  THOUSAND SPRINGS (1992)
 NV0340
 NV0340                         *CURRENT SURVEY CONTROL
 NV0340  ___________________________________________________________________
 NV0340* NAD 83(1986)-  42 43 30.     (N)    114 48 56.     (W)     SCALED    
 NV0340* NAVD 88     -       975.853  (meters)    3201.61   (feet)  ADJUSTED  
 NV0340  ___________________________________________________________________
 NV0340  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 NV0340  DYNAMIC HT  -         975.371 (meters)    3200.03  (feet)  COMP
 NV0340  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 NV0340
 NV0340  VERT ORDER  -  SECOND    CLASS 0
 NV0340
 NV0340.The horizontal coordinates were scaled from a topographic map and have
 NV0340.an estimated accuracy of +/- 6 seconds.
 NV0340
 NV0340.The orthometric height was determined by differential leveling
 NV0340.and adjusted by the National Geodetic Survey in June 1991..
 NV0340
 NV0340.The geoid height was determined by GEOID03.
 NV0340
 NV0340.The dynamic height is computed by dividing the NAVD 88
 NV0340.geopotential number by the normal gravity value computed on the
 NV0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0340.degrees latitude (g = 980.6199 gals.).
 NV0340
 NV0340.The modeled gravity was interpolated from observed gravity values.
 NV0340
 NV0340;                    North         East    Units  Estimated Accuracy
 NV0340;SPC ID C     -   117,870.      433,210.      MT  (+/- 180 meters Scaled)
 NV0340
 NV0340                          SUPERSEDED SURVEY CONTROL
 NV0340
 NV0340  NGVD 29 (??/??/92)  975.009  (m)         3198.84   (f) ADJ UNCH    2 0
 NV0340
 NV0340.Superseded values are not recommended for survey control.
 NV0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0340.See file dsdata.txt to determine how the superseded data were derived.
 NV0340
 NV0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH788325(NAD 83)
 NV0340_MARKER: DB = BENCH MARK DISK
 NV0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0340_STAMPING: J 306 1946
 NV0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0340+STABILITY: SURFACE MOTION
 NV0340
 NV0340  HISTORY     - Date     Condition        Report By
 NV0340  HISTORY     - 1946     MONUMENTED       CGS
 NV0340
 NV0340                          STATION DESCRIPTION
 NV0340
 NV0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0340'9.15 MI SE FROM HAGERMAN.
 NV0340'TO REACH FROM POST OFFICE AT HAGERMAN FOLLOW U.S. HIGHWAY 30 SOUTH 2.8
 NV0340'MILES TO GRAVELED ROAD LEADING EAST, GO EAST 0.5 MILE TO CROSSROAD,
 NV0340'TURN SOUTH AND GO 1 MILE TO FORKS IN ROAD, TAKE EAST FORK AND GO 0.85
 NV0340'MILE EAST THEN 0.6 MILE SOUTH THEN 1.2 MILES EAST THEN 1.3 MILES SOUTH
 NV0340'TO CROSSROAD, TURN EAST AND GO 0.9 MILE TO PRIVATE ROAD LEADING SOUTH
 NV0340'TO FARMHOUSE, MARK IS SET IN CONCRETE POST 17 FEET SOUTH OF CENTER
 NV0340'LINE OF ROAD, 49 FEET EAST OF CENTER LINE OF PRIVATE ROAD, 26.5 FEET
 NV0340'WEST OF LARGE GATE POST, 3 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0364 ***********************************************************************
 NV0364  DESIGNATION -  J 307
 NV0364  PID         -  NV0364
 NV0364  STATE/COUNTY-  ID/JEROME
 NV0364  USGS QUAD   -  JEROME (1982)
 NV0364
 NV0364                         *CURRENT SURVEY CONTROL
 NV0364  ___________________________________________________________________
 NV0364* NAD 83(1986)-  42 38 13.     (N)    114 32 18.     (W)     SCALED    
 NV0364* NAVD 88     -      1083.753  (meters)    3555.61   (feet)  ADJUSTED  
 NV0364  ___________________________________________________________________
 NV0364  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 NV0364  DYNAMIC HT  -        1083.184 (meters)    3553.75  (feet)  COMP
 NV0364  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 NV0364
 NV0364  VERT ORDER  -  SECOND    CLASS 0
 NV0364
 NV0364.The horizontal coordinates were scaled from a topographic map and have
 NV0364.an estimated accuracy of +/- 6 seconds.
 NV0364
 NV0364.The orthometric height was determined by differential leveling
 NV0364.and adjusted by the National Geodetic Survey in June 1991..
 NV0364
 NV0364.The geoid height was determined by GEOID03.
 NV0364
 NV0364.The dynamic height is computed by dividing the NAVD 88
 NV0364.geopotential number by the normal gravity value computed on the
 NV0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0364.degrees latitude (g = 980.6199 gals.).
 NV0364
 NV0364.The modeled gravity was interpolated from observed gravity values.
 NV0364
 NV0364;                    North         East    Units  Estimated Accuracy
 NV0364;SPC ID C     -   107,910.      455,850.      MT  (+/- 180 meters Scaled)
 NV0364
 NV0364                          SUPERSEDED SURVEY CONTROL
 NV0364
 NV0364  NGVD 29 (??/??/92) 1082.875  (m)         3552.73   (f) ADJ UNCH    2 0
 NV0364
 NV0364.Superseded values are not recommended for survey control.
 NV0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0364.See file dsdata.txt to determine how the superseded data were derived.
 NV0364
 NV0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH018234(NAD 83)
 NV0364_MARKER: DB = BENCH MARK DISK
 NV0364_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NV0364_SP_SET: UNSPEC ROCK
 NV0364_STAMPING: J 307 1946
 NV0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0364
 NV0364  HISTORY     - Date     Condition        Report By
 NV0364  HISTORY     - 1946     MONUMENTED       CGS
 NV0364  HISTORY     - 1978     GOOD             USGS
 NV0364
 NV0364                          STATION DESCRIPTION
 NV0364
 NV0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0364'7.0 MI SW FROM JEROME.
 NV0364'TO REACH FROM POST OFFICE AT JEROME FOLLOW U.S. HIGHWAY 93 SOUTH FOR 6
 NV0364'MILES TO GRAVELED ROAD LEADING WEST, FOLLOW GRAVELED ROAD WEST 1 MILE
 NV0364'TO TURN AT SECTION CORNER, MARK IS SET IN SOLID ROCK FLUSH WITH
 NV0364'GROUND, 70 YARDS SOUTH OF POWER LINE, 138 FEET SOUTHWEST OF GENERAL
 NV0364'LAND OFFICE SECTION CORNER MARK, 103 FEET SOUTHWEST OF FENCE CORNER,
 NV0364'2.5 FEET NORTH OF WITNESS POST.
 NV0364
 NV0364                          STATION RECOVERY (1978)
 NV0364
 NV0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0364'TO REACH FROM THE POST OFFICE AT JEROME FOLLOW STATE HWY. 79 SOUTH
 NV0364'2.4 MILES TO JUNCTION WITH INTERSTATE 80N, THENCE CONTINUE ON SOUTH
 NV0364'ON COUNTY ROAD FOR 3.6 MILES TO CROSSROAD, TURN WEST AND GO 1 MILE TO
 NV0364'CROSSROAD, MARK IS SET IN SOLID ROCK FLUSH WITH GROUND, 70 YARDS
 NV0364'SOUTH OF POWER LINE, 138 FEET SOUTHWEST OF GENERAL LAND OFFICE
 NV0364'SECTION CORNER MARK, 103 FEET SOUTHWEST OF FENCE CORNER, 2.5 FEET
 NV0364'NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0132 ***********************************************************************
 RA0132  DESIGNATION -  J 309
 RA0132  PID         -  RA0132
 RA0132  STATE/COUNTY-  ID/IDAHO
 RA0132  USGS QUAD   -  MOUGHMER POINT (1963)
 RA0132
 RA0132                         *CURRENT SURVEY CONTROL
 RA0132  ___________________________________________________________________
 RA0132* NAD 83(1986)-  45 53 59.     (N)    116 22 54.     (W)     SCALED    
 RA0132* NAVD 88     -       414.805  (meters)    1360.91   (feet)  ADJUSTED  
 RA0132  ___________________________________________________________________
 RA0132  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 RA0132  DYNAMIC HT  -         414.749 (meters)    1360.72  (feet)  COMP
 RA0132  MODELED GRAV-     980,470.0   (mgal)                       NAVD 88
 RA0132
 RA0132  VERT ORDER  -  SECOND    CLASS 0
 RA0132
 RA0132.The horizontal coordinates were scaled from a topographic map and have
 RA0132.an estimated accuracy of +/- 6 seconds.
 RA0132
 RA0132.The orthometric height was determined by differential leveling
 RA0132.and adjusted by the National Geodetic Survey in June 1991..
 RA0132
 RA0132.The geoid height was determined by GEOID03.
 RA0132
 RA0132.The dynamic height is computed by dividing the NAVD 88
 RA0132.geopotential number by the normal gravity value computed on the
 RA0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0132.degrees latitude (g = 980.6199 gals.).
 RA0132
 RA0132.The modeled gravity was interpolated from observed gravity values.
 RA0132
 RA0132;                    North         East    Units  Estimated Accuracy
 RA0132;SPC ID W     -   470,490.      750,980.      MT  (+/- 180 meters Scaled)
 RA0132
 RA0132                          SUPERSEDED SURVEY CONTROL
 RA0132
 RA0132  NGVD 29 (??/??/92)  413.734  (m)         1357.39   (f) ADJ UNCH    2 0
 RA0132
 RA0132.Superseded values are not recommended for survey control.
 RA0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0132.See file dsdata.txt to determine how the superseded data were derived.
 RA0132
 RA0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL479830(NAD 83)
 RA0132_MARKER: DB = BENCH MARK DISK
 RA0132_SETTING: 66 = SET IN ROCK OUTCROP
 RA0132_SP_SET: ROCK OUTCROP
 RA0132_STAMPING: J 309 1945
 RA0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0132+STABILITY: POSITION/ELEVATION WELL
 RA0132
 RA0132  HISTORY     - Date     Condition        Report By
 RA0132  HISTORY     - 1945     MONUMENTED       CGS
 RA0132
 RA0132                          STATION DESCRIPTION
 RA0132
 RA0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0132'2.05 MI SE FROM RICE CREEK.
 RA0132'ALONG INCOMPLETE ROAD BED, 2.05 MILES SOUTHEAST OF RICE CREEK BRIDGE
 RA0132'OVER SALMON RIVER (UPSTREAM), 130.0 FEET NORTHWEST OF AND ACROSS THE
 RA0132'ROAD BED FROM A 2 FOOT LINE PINE TREE, 55.8 FEET NORTH OF CENTERLINE
 RA0132'OF ROAD BED, 5.5 FEET SOUTH OF RIGHT-OF-WAY FENCE, 3.0 FEET NORTH OF
 RA0132'REFERENCE POST, SET IN TOP OF ROCK OUTCROP ABOUT 15 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0675 ***********************************************************************
 NV0675  DESIGNATION -  J 31
 NV0675  PID         -  NV0675
 NV0675  STATE/COUNTY-  ID/OWYHEE
 NV0675  USGS QUAD   -  BRUNEAU DUNES (1992)
 NV0675
 NV0675                         *CURRENT SURVEY CONTROL
 NV0675  ___________________________________________________________________
 NV0675* NAD 83(1986)-  42 56 15.     (N)    115 44 57.     (W)     SCALED    
 NV0675* NAVD 88     -       751.128  (meters)    2464.33   (feet)  ADJUSTED  
 NV0675  ___________________________________________________________________
 NV0675  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 NV0675  DYNAMIC HT  -         750.819 (meters)    2463.31  (feet)  COMP
 NV0675  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 NV0675
 NV0675  VERT ORDER  -  FIRST     CLASS II
 NV0675
 NV0675.The horizontal coordinates were scaled from a topographic map and have
 NV0675.an estimated accuracy of +/- 6 seconds.
 NV0675
 NV0675.The orthometric height was determined by differential leveling
 NV0675.and adjusted by the National Geodetic Survey in June 1991..
 NV0675
 NV0675.The geoid height was determined by GEOID03.
 NV0675
 NV0675.The dynamic height is computed by dividing the NAVD 88
 NV0675.geopotential number by the normal gravity value computed on the
 NV0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0675.degrees latitude (g = 980.6199 gals.).
 NV0675
 NV0675.The modeled gravity was interpolated from observed gravity values.
 NV0675
 NV0675;                    North         East    Units  Estimated Accuracy
 NV0675;SPC ID W     -   141,150.      800,070.      MT  (+/- 180 meters Scaled)
 NV0675
 NV0675                          SUPERSEDED SURVEY CONTROL
 NV0675
 NV0675  NGVD 29 (??/??/92)  750.289  (m)         2461.57   (f) ADJ UNCH    1 2
 NV0675
 NV0675.Superseded values are not recommended for survey control.
 NV0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0675.See file dsdata.txt to determine how the superseded data were derived.
 NV0675
 NV0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH020546(NAD 83)
 NV0675_MARKER: DB = BENCH MARK DISK
 NV0675_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NV0675_SP_SET: BRIDGE ABUTMENT
 NV0675_STAMPING: J 31 1934
 NV0675_MARK LOGO: CGS   
 NV0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0675+STABILITY: POSITION/ELEVATION WELL
 NV0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0675+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001
 NV0675
 NV0675  HISTORY     - Date     Condition        Report By
 NV0675  HISTORY     - 1934     MONUMENTED       CGS
 NV0675  HISTORY     - 1934     GOOD             NGS
 NV0675  HISTORY     - 1973     GOOD             NGS
 NV0675  HISTORY     - 19840601 GOOD             NGS
 NV0675  HISTORY     - 20010808 GOOD             IDTD
 NV0675
 NV0675                          STATION DESCRIPTION
 NV0675
 NV0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NV0675'5.5 MI NE FROM BRUNEAU.
 NV0675'5.5 MILES NORTHEAST ALONG THE ROAD TO MOUNTAIN HOME FROM BRUNEAU,
 NV0675'OWYHEE COUNTY, AT THE SOUTH END OF THE STEEL TRUSS BRIDGE OVER SNAKE
 NV0675'RIVER, AND IN THE TOP OF THE SOUTHEAST END OF A CONCRETE WING WALL. A
 NV0675'STANDARD DISK, STAMPED J 31 1934.
 NV0675
 NV0675                          STATION RECOVERY (1973)
 NV0675
 NV0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NV0675'RECOVERED IN GOOD CONDITION.
 NV0675
 NV0675                          STATION RECOVERY (1984)
 NV0675
 NV0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0675'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 10.0 KM (6.2
 NV0675'MI) NORTH ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD
 NV0675'AT BRUNEAU, IN THE SOUTHEAST END OF THE OLD SNAKE RIVER BRIDGE
 NV0675'ABUTMENT, 6.1 M (20 FT) EAST OF THE OLD HIGHWAY CENTERLINE AND 0.3 M
 NV0675'(1 FT) NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT.  ABOUT LEVEL
 NV0675'WITH THE OLD HIGHWAY.
 NV0675
 NV0675                          STATION RECOVERY (2001)
 NV0675
 NV0675'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 NV0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0676 ***********************************************************************
 NV0676  DESIGNATION -  J 31 RESET
 NV0676  PID         -  NV0676
 NV0676  STATE/COUNTY-  ID/OWYHEE
 NV0676  USGS QUAD   -  BRUNEAU (1992)
 NV0676
 NV0676                         *CURRENT SURVEY CONTROL
 NV0676  ___________________________________________________________________
 NV0676* NAD 83(1986)-  42 56 14.     (N)    115 45 04.     (W)     SCALED    
 NV0676* NAVD 88     -       754.339  (meters)    2474.86   (feet)  ADJUSTED  
 NV0676  ___________________________________________________________________
 NV0676  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 NV0676  DYNAMIC HT  -         754.029 (meters)    2473.84  (feet)  COMP
 NV0676  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 NV0676
 NV0676  VERT ORDER  -  FIRST     CLASS II
 NV0676
 NV0676.The horizontal coordinates were scaled from a topographic map and have
 NV0676.an estimated accuracy of +/- 6 seconds.
 NV0676
 NV0676.The orthometric height was determined by differential leveling
 NV0676.and adjusted by the National Geodetic Survey in June 1991..
 NV0676
 NV0676.The geoid height was determined by GEOID03.
 NV0676
 NV0676.The dynamic height is computed by dividing the NAVD 88
 NV0676.geopotential number by the normal gravity value computed on the
 NV0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0676.degrees latitude (g = 980.6199 gals.).
 NV0676
 NV0676.The modeled gravity was interpolated from observed gravity values.
 NV0676
 NV0676;                    North         East    Units  Estimated Accuracy
 NV0676;SPC ID W     -   141,120.      799,910.      MT  (+/- 180 meters Scaled)
 NV0676
 NV0676                          SUPERSEDED SURVEY CONTROL
 NV0676
 NV0676.No superseded survey control is available for this station.
 NV0676
 NV0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH018546(NAD 83)
 NV0676_MARKER: DB = BENCH MARK DISK
 NV0676_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NV0676_SP_SET: BRIDGE ABUTMENT
 NV0676_STAMPING: J 31 RESET 1958
 NV0676_MARK LOGO: IDDT  
 NV0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0676+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001
 NV0676
 NV0676  HISTORY     - Date     Condition        Report By
 NV0676  HISTORY     - 1958     MONUMENTED       IDDT
 NV0676  HISTORY     - 1973     GOOD             NGS
 NV0676  HISTORY     - 19840601 GOOD             NGS
 NV0676  HISTORY     - 20010808 GOOD             IDTD
 NV0676
 NV0676                          STATION DESCRIPTION
 NV0676
 NV0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NV0676'5.5 MI NE FROM BRUNEAU.
 NV0676'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 51 (MOUNTAIN HOME-BRUNEAU
 NV0676'HIGHWAY) FROM BRUNEAU, AT THE SOUTHEAST CORNER OF THE BRIDGE ACROSS
 NV0676'THE SNAKE RIVER CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB OF THE
 NV0676'BRIDGE, 15 FEET EAST OF THE CENTER OF THE HIGHWAY, 8 INCHES NORTH OF
 NV0676'THE SOUTH END OF THE CURB, AND 6 INCHES HIGHER THAN THE HIGHWAY.
 NV0676
 NV0676                          STATION RECOVERY (1984)
 NV0676
 NV0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0676'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.0 KM (6.2
 NV0676'MI) NORTH ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD
 NV0676'AT BRUNEAU, IN THE SOUTH ABUTMENT OF THE BRIDGE OVER THE SNAKE RIVER,
 NV0676'0.2 KM (0.1 MI) SOUTH OF BENCH MARK J 418 1983, 4.6 M (15 FT) EAST OF
 NV0676'THE HIGHWAY CENTERLINE.  ABOUT LEVEL WITH THE HIGHWAY.
 NV0676
 NV0676                          STATION RECOVERY (2001)
 NV0676
 NV0676'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 NV0676'LOGO ON DISK WAS FOUND TO BE CGS AND NOT IDDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0062 ***********************************************************************
 RA0062  DESIGNATION -  J 310
 RA0062  PID         -  RA0062
 RA0062  STATE/COUNTY-  ID/IDAHO
 RA0062  USGS QUAD   -  LUCILE (1995)
 RA0062
 RA0062                         *CURRENT SURVEY CONTROL
 RA0062  ___________________________________________________________________
 RA0062* NAD 83(1986)-  45 30 04.     (N)    116 17 51.     (W)     SCALED    
 RA0062* NAVD 88     -       506.875  (meters)    1662.97   (feet)  ADJUSTED  
 RA0062  ___________________________________________________________________
 RA0062  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 RA0062  DYNAMIC HT  -         506.782 (meters)    1662.67  (feet)  COMP
 RA0062  MODELED GRAV-     980,418.6   (mgal)                       NAVD 88
 RA0062
 RA0062  VERT ORDER  -  FIRST     CLASS II
 RA0062
 RA0062.The horizontal coordinates were scaled from a topographic map and have
 RA0062.an estimated accuracy of +/- 6 seconds.
 RA0062
 RA0062.The orthometric height was determined by differential leveling
 RA0062.and adjusted by the National Geodetic Survey in June 1991..
 RA0062
 RA0062.The geoid height was determined by GEOID03.
 RA0062
 RA0062.The dynamic height is computed by dividing the NAVD 88
 RA0062.geopotential number by the normal gravity value computed on the
 RA0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0062.degrees latitude (g = 980.6199 gals.).
 RA0062
 RA0062.The modeled gravity was interpolated from observed gravity values.
 RA0062
 RA0062;                    North         East    Units  Estimated Accuracy
 RA0062;SPC ID W     -   426,140.      757,210.      MT  (+/- 180 meters Scaled)
 RA0062
 RA0062                          SUPERSEDED SURVEY CONTROL
 RA0062
 RA0062  NGVD 29 (??/??/92)  505.819  (m)         1659.51   (f) ADJ UNCH    1 2
 RA0062
 RA0062.Superseded values are not recommended for survey control.
 RA0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0062.See file dsdata.txt to determine how the superseded data were derived.
 RA0062
 RA0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL548388(NAD 83)
 RA0062_MARKER: DB = BENCH MARK DISK
 RA0062_SETTING: 66 = SET IN ROCK OUTCROP
 RA0062_SP_SET: BEDROCK
 RA0062_STAMPING: J 310 1945
 RA0062_MARK LOGO: CGS   
 RA0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0062+STABILITY: POSITION/ELEVATION WELL
 RA0062
 RA0062  HISTORY     - Date     Condition        Report By
 RA0062  HISTORY     - 1945     MONUMENTED       CGS
 RA0062  HISTORY     - 1967     GOOD             NGS
 RA0062  HISTORY     - 1982     GOOD             NGS
 RA0062
 RA0062                          STATION DESCRIPTION
 RA0062
 RA0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0062'6.8 MI N FROM RIGGINS.
 RA0062'6.8 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT RIGGINS,
 RA0062'0.2 MILE NORTH OF MILE POST NO. 206, 210 FEET NORTH OF FRANK SOTINS
 RA0062'MAIL BOX, 31 FEET WEST OF THE CENTER OF THE HIGHWAY, 28 FEET EAST OF
 RA0062'AN ORCHARD FENCE, 19 FEET EAST OF THE CENTER OF A DRIVEWAY CEMENTED IN
 RA0062'A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 1 INCH.
 RA0062
 RA0062                          STATION RECOVERY (1982)
 RA0062
 RA0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0062'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.9 KM
 RA0062'(6.9 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN RIGGINS, IN
 RA0062'TOP OF A 3- BY 3-FOOT GRANITE BEDROCK FLUSH WITH THE SURFACE OF THE
 RA0062'GROUND AT THE NORTHWEST EDGE OF THE HIGHWAY SHOULDER FILL AND IN LINE
 RA0062'WITH THE CENTER OF A STEEP RAVINE BETWEEN TWO BEDROCK CUTS, 1.55 KM
 RA0062'(0.95 MI) SOUTH OF CRAWFORD CREEK, 10.3 METERS (34 FT) NORTHWEST OF
 RA0062'THE HIGHWAY CENTERLINE, 68.0 METERS (223 FT) NORTH ACROSS THE HIGHWAY
 RA0062'FROM MILEPOST 202, 37.5 METERS (123 FT) SOUTHWEST ACROSS THE HIGHWAY
 RA0062'FROM THE SOUTHWEST EDGE OF AN 8- BY 10-FOOT WHITE QUARTZ OUTCROP,
 RA0062'5.9 METERS (19.5 FT) SOUTHEAST OF AND LEVEL WITH THE CENTER OF THE
 RA0062'TRACK ROAD.
 RA0062'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 RA0062'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0167 ***********************************************************************
 QZ0167  DESIGNATION -  J 311
 QZ0167  PID         -  QZ0167
 QZ0167  STATE/COUNTY-  ID/IDAHO
 QZ0167  USGS QUAD   -  NEZ PERCE PEAK (1962)
 QZ0167
 QZ0167                         *CURRENT SURVEY CONTROL
 QZ0167  ___________________________________________________________________
 QZ0167* NAD 83(1986)-  45 41 52.     (N)    114 32 37.     (W)     SCALED    
 QZ0167* NAVD 88     -      1659.933  (meters)    5445.96   (feet)  ADJUSTED  
 QZ0167  ___________________________________________________________________
 QZ0167  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 QZ0167  DYNAMIC HT  -        1659.276 (meters)    5443.81  (feet)  COMP
 QZ0167  MODELED GRAV-     980,161.4   (mgal)                       NAVD 88
 QZ0167
 QZ0167  VERT ORDER  -  FIRST     CLASS II
 QZ0167
 QZ0167.The horizontal coordinates were scaled from a topographic map and have
 QZ0167.an estimated accuracy of +/- 6 seconds.
 QZ0167
 QZ0167.The orthometric height was determined by differential leveling
 QZ0167.and adjusted by the National Geodetic Survey in June 1991..
 QZ0167
 QZ0167.The geoid height was determined by GEOID03.
 QZ0167
 QZ0167.The dynamic height is computed by dividing the NAVD 88
 QZ0167.geopotential number by the normal gravity value computed on the
 QZ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0167.degrees latitude (g = 980.6199 gals.).
 QZ0167
 QZ0167.The modeled gravity was interpolated from observed gravity values.
 QZ0167
 QZ0167;                    North         East    Units  Estimated Accuracy
 QZ0167;SPC ID W     -   448,560.      893,950.      MT  (+/- 180 meters Scaled)
 QZ0167
 QZ0167                          SUPERSEDED SURVEY CONTROL
 QZ0167
 QZ0167  NGVD 29 (??/??/92) 1658.715  (m)         5441.97   (f) ADJ UNCH    1 2
 QZ0167
 QZ0167.Superseded values are not recommended for survey control.
 QZ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0167.See file dsdata.txt to determine how the superseded data were derived.
 QZ0167
 QZ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL912634(NAD 83)
 QZ0167_MARKER: DB = BENCH MARK DISK
 QZ0167_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0167_SP_SET: GRANITE OUTCROP
 QZ0167_STAMPING: J 311 1945
 QZ0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0167+STABILITY: POSITION/ELEVATION WELL
 QZ0167
 QZ0167  HISTORY     - Date     Condition        Report By
 QZ0167  HISTORY     - 1945     MONUMENTED       CGS
 QZ0167
 QZ0167                          STATION DESCRIPTION
 QZ0167
 QZ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0167'30.8 MI SW FROM CONNER, MT.
 QZ0167'ALONG CONNER - GRANGEVILLE ROAD, 30.8 MILES SOUTHWEST OF THE POST
 QZ0167'OFFICE AT CONNER, 3.3 MILES WEST OF THE IDAHO - MONTANA DIVIDE, 127.5
 QZ0167'FEET EAST OF CENTER OF IRON PIPE CULVERT WHERE SMALL STREAM CROSSES
 QZ0167'ROAD IN CENTER OF SHARP CURVE IN ROAD, 11.5 FEET NORTH OF CENTERLINE
 QZ0167'OF ROAD, SET IN TOP OF GRANITE OUT CROP ABOUT 7-FEET ABOVE ROAD.  AN
 QZ0167'IRON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0191 ***********************************************************************
 QZ0191  DESIGNATION -  J 312
 QZ0191  PID         -  QZ0191
 QZ0191  STATE/COUNTY-  ID/IDAHO
 QZ0191  USGS QUAD   -  MAGRUDER MTN (1991)
 QZ0191
 QZ0191                         *CURRENT SURVEY CONTROL
 QZ0191  ___________________________________________________________________
 QZ0191* NAD 83(1986)-  45 40 11.     (N)    114 48 24.     (W)     SCALED    
 QZ0191* NAVD 88     -      2301.124  (meters)    7549.60   (feet)  ADJUSTED  
 QZ0191  ___________________________________________________________________
 QZ0191  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 QZ0191  DYNAMIC HT  -        2300.008 (meters)    7545.94  (feet)  COMP
 QZ0191  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 QZ0191
 QZ0191  VERT ORDER  -  FIRST     CLASS II
 QZ0191
 QZ0191.The horizontal coordinates were scaled from a topographic map and have
 QZ0191.an estimated accuracy of +/- 6 seconds.
 QZ0191
 QZ0191.The orthometric height was determined by differential leveling
 QZ0191.and adjusted by the National Geodetic Survey in June 1991..
 QZ0191
 QZ0191.The geoid height was determined by GEOID03.
 QZ0191
 QZ0191.The dynamic height is computed by dividing the NAVD 88
 QZ0191.geopotential number by the normal gravity value computed on the
 QZ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0191.degrees latitude (g = 980.6199 gals.).
 QZ0191
 QZ0191.The modeled gravity was interpolated from observed gravity values.
 QZ0191
 QZ0191;                    North         East    Units  Estimated Accuracy
 QZ0191;SPC ID W     -   445,170.      873,500.      MT  (+/- 180 meters Scaled)
 QZ0191
 QZ0191                          SUPERSEDED SURVEY CONTROL
 QZ0191
 QZ0191  NGVD 29 (??/??/92) 2299.792  (m)         7545.23   (f) ADJ UNCH    1 2
 QZ0191
 QZ0191.Superseded values are not recommended for survey control.
 QZ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0191.See file dsdata.txt to determine how the superseded data were derived.
 QZ0191
 QZ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL708596(NAD 83)
 QZ0191_MARKER: DB = BENCH MARK DISK
 QZ0191_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0191_SP_SET: BEDROCK
 QZ0191_STAMPING: J 312 1945
 QZ0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0191+STABILITY: POSITION/ELEVATION WELL
 QZ0191
 QZ0191  HISTORY     - Date     Condition        Report By
 QZ0191  HISTORY     - 1945     MONUMENTED       CGS
 QZ0191  HISTORY     - 1974     GOOD             USGS
 QZ0191
 QZ0191                          STATION DESCRIPTION
 QZ0191
 QZ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0191'55.2 MI SW FROM CONNER, MT.
 QZ0191'ALONG CONNER - GRANGEVILLE ROAD, 55.2 MILES SOUTHWEST OF THE POST
 QZ0191'OFFICE AT CONNER, 10.5 MILES SOUTHWEST OF BRIDGE OVER SELWAY RIVER,
 QZ0191'0.4 MILE NORTHEAST OF FOREST SERVICE TELEPHONE AT OBSERVATION POINT,
 QZ0191'AT HIGHEST POINT OF SMALL ROCKY RIDGE, 57.0 FEET NORTHWEST OF
 QZ0191'CENTERLINE OF ROAD, 37.2 FEET NORTHWEST OF REFERENCE POST, 13.0 FEET
 QZ0191'SOUTHWEST OF CENTER OF PROMINENT POINT OF SHALE ROCK OUTCROP AT
 QZ0191'HIGHEST POINT OF ROCKY RIDGE, SET IN BEDROCK ABOUT 8 FEET ABOVE ROAD.
 QZ0191'A BRONZE DISK.
 QZ0191
 QZ0191                          STATION RECOVERY (1974)
 QZ0191
 QZ0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0191'ALONG NEZ PERCE TRAIL ROAD, 62.45 MILES EAST OF POST OFFICE AT ELK
 QZ0191'CITY, IDAHO, 0.4 MILE EAST OF A CAMPGROUND AT AN OBSERVATION POINT,
 QZ0191'4.3 MILES WEST OF KIM CREEK SADDLE, 290 FEET NE OF A SMALL TRUCK
 QZ0191'TUNOUT, 57 FEET NW OF CENTERLINE ROAD, 36 FEET NW OF A WHITE WOODEN
 QZ0191'WITNESS POST, 10 FEET SW OF A PROMINENT ROCK OUTCROP, SET ON TOP OF A
 QZ0191'2 X 3 FT BOULDER WHICH PROJECTS ABOUT 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0230 ***********************************************************************
 QZ0230  DESIGNATION -  J 313
 QZ0230  PID         -  QZ0230
 QZ0230  STATE/COUNTY-  ID/IDAHO
 QZ0230  USGS QUAD   -  SPREAD CREEK POINT (1995)
 QZ0230
 QZ0230                         *CURRENT SURVEY CONTROL
 QZ0230  ___________________________________________________________________
 QZ0230* NAD 83(1986)-  45 43 53.     (N)    115 05 52.     (W)     SCALED    
 QZ0230* NAVD 88     -      2062.952  (meters)    6768.20   (feet)  ADJUSTED  
 QZ0230  ___________________________________________________________________
 QZ0230  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 QZ0230  DYNAMIC HT  -        2062.017 (meters)    6765.13  (feet)  COMP
 QZ0230  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 QZ0230
 QZ0230  VERT ORDER  -  FIRST     CLASS II
 QZ0230
 QZ0230.The horizontal coordinates were scaled from a topographic map and have
 QZ0230.an estimated accuracy of +/- 6 seconds.
 QZ0230
 QZ0230.The orthometric height was determined by differential leveling
 QZ0230.and adjusted by the National Geodetic Survey in June 1991..
 QZ0230
 QZ0230.The geoid height was determined by GEOID03.
 QZ0230
 QZ0230.The dynamic height is computed by dividing the NAVD 88
 QZ0230.geopotential number by the normal gravity value computed on the
 QZ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0230.degrees latitude (g = 980.6199 gals.).
 QZ0230
 QZ0230.The modeled gravity was interpolated from observed gravity values.
 QZ0230
 QZ0230;                    North         East    Units  Estimated Accuracy
 QZ0230;SPC ID W     -   451,790.      850,760.      MT  (+/- 180 meters Scaled)
 QZ0230
 QZ0230                          SUPERSEDED SURVEY CONTROL
 QZ0230
 QZ0230  NGVD 29 (??/??/92) 2061.651  (m)         6763.93   (f) ADJ UNCH    1 2
 QZ0230
 QZ0230.Superseded values are not recommended for survey control.
 QZ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0230.See file dsdata.txt to determine how the superseded data were derived.
 QZ0230
 QZ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL480659(NAD 83)
 QZ0230_MARKER: DB = BENCH MARK DISK
 QZ0230_SETTING: 80 = SET IN A BOULDER
 QZ0230_SP_SET: BOULDER
 QZ0230_STAMPING: J 313 1945
 QZ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0230+STABILITY: SURFACE MOTION
 QZ0230
 QZ0230  HISTORY     - Date     Condition        Report By
 QZ0230  HISTORY     - 1945     MONUMENTED       CGS
 QZ0230  HISTORY     - 1956     GOOD             NGS
 QZ0230
 QZ0230                          STATION DESCRIPTION
 QZ0230
 QZ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0230'32.15 MI E FROM ELK CITY.
 QZ0230'ALONG CONNER - GRANGEVILLE ROAD, 32.15 MILES EAST OF POST OFFICE AT
 QZ0230'ELK CITY, 4.95 MILES WEST OF BRIDGE OVER BARGAMIN CREEK, AT JUNCTION
 QZ0230'OF GREEN MOUNTAIN ROAD, 43.0 FEET SOUTHEAST OF CENTERLINE OF GREEN
 QZ0230'MOUNTAIN ROAD, 18.5 FEET NORTH OF CENTERLINE OF CONNER - GRANGEVILLE
 QZ0230'ROAD, 12.6 FEET EAST OF REFERENCE POST, SET IN TOP OF WEST END OF
 QZ0230'LARGE FLAT TOP EMBEDDED GRANITE BOULDER ABOUT 1 FOOT ABOVE ROAD.  A
 QZ0230'BRONZE DISK.
 QZ0230
 QZ0230                          STATION RECOVERY (1956)
 QZ0230
 QZ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QZ0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0523 ***********************************************************************
 QZ0523  DESIGNATION -  J 314
 QZ0523  PID         -  QZ0523
 QZ0523  STATE/COUNTY-  ID/IDAHO
 QZ0523  USGS QUAD   -  HUNGRY RIDGE (1995)
 QZ0523
 QZ0523                         *CURRENT SURVEY CONTROL
 QZ0523  ___________________________________________________________________
 QZ0523* NAD 83(1986)-  45 49 35.     (N)    115 54 31.     (W)     SCALED    
 QZ0523* NAVD 88     -       724.761  (meters)    2377.82   (feet)  ADJUSTED  
 QZ0523  ___________________________________________________________________
 QZ0523  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 QZ0523  DYNAMIC HT  -         724.605 (meters)    2377.31  (feet)  COMP
 QZ0523  MODELED GRAV-     980,377.1   (mgal)                       NAVD 88
 QZ0523
 QZ0523  VERT ORDER  -  FIRST     CLASS II
 QZ0523
 QZ0523.The horizontal coordinates were scaled from a topographic map and have
 QZ0523.an estimated accuracy of +/- 6 seconds.
 QZ0523
 QZ0523.The orthometric height was determined by differential leveling
 QZ0523.and adjusted by the National Geodetic Survey in June 1991..
 QZ0523
 QZ0523.The geoid height was determined by GEOID03.
 QZ0523
 QZ0523.The dynamic height is computed by dividing the NAVD 88
 QZ0523.geopotential number by the normal gravity value computed on the
 QZ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0523.degrees latitude (g = 980.6199 gals.).
 QZ0523
 QZ0523.The modeled gravity was interpolated from observed gravity values.
 QZ0523
 QZ0523;                    North         East    Units  Estimated Accuracy
 QZ0523;SPC ID W     -   462,160.      787,680.      MT  (+/- 180 meters Scaled)
 QZ0523
 QZ0523                          SUPERSEDED SURVEY CONTROL
 QZ0523
 QZ0523  NGVD 29 (??/??/92)  723.713  (m)         2374.38   (f) ADJ UNCH    1 2
 QZ0523
 QZ0523.Superseded values are not recommended for survey control.
 QZ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0523.See file dsdata.txt to determine how the superseded data were derived.
 QZ0523
 QZ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL847753(NAD 83)
 QZ0523_MARKER: DB = BENCH MARK DISK
 QZ0523_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0523_SP_SET: GRANITE OUTCROP
 QZ0523_STAMPING: J 314 1945
 QZ0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0523+STABILITY: POSITION/ELEVATION WELL
 QZ0523
 QZ0523  HISTORY     - Date     Condition        Report By
 QZ0523  HISTORY     - 1945     MONUMENTED       CGS
 QZ0523  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0523
 QZ0523                          STATION DESCRIPTION
 QZ0523
 QZ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0523'13.3 MI W FROM GOLDEN.
 QZ0523'ALONG CONNER - GRANGEVILLE ROAD, 13.3 MILES WEST OF POST OFFICE AT
 QZ0523'GOLDEN, 0.35 MILE NORTHEAST OF JUNCTION OF ROAD LEADING UP MOUNTAIN
 QZ0523'SIDE, 30.0 FEET NORTHEAST OF 2 1/2 FOOT PINE TREE, 23.5 FEET SOUTHEAST
 QZ0523'OF CENTERLINE OF ROAD, SET IN TOP OF THE ONLY POINTED AND PROMINENT
 QZ0523'GRANITE OUTCROP IN THIS VICINITY, ABOUT 6 FEET ABOVE ROAD. BRONZE
 QZ0523'DISK.  NOTE-- THE PROBABLE LOCATION OF THE MARK HAS BEEN WELL
 QZ0523'ESTABLISHED ACCORDING TO THE DESCRIPTION.  IN THE PROCESS OF
 QZ0523'RECONSTRUCTION AND WIDENING OF THE ROAD IT HAS BEEN CUT AND REMOVED.
 QZ0523
 QZ0523                          STATION RECOVERY (1962)
 QZ0523
 QZ0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0342 ***********************************************************************
 RA0342  DESIGNATION -  J 315
 RA0342  PID         -  RA0342
 RA0342  STATE/COUNTY-  ID/IDAHO
 RA0342  USGS QUAD   -  OLD TIMER MOUNTAIN (1990)
 RA0342
 RA0342                         *CURRENT SURVEY CONTROL
 RA0342  ___________________________________________________________________
 RA0342* NAD 83(1986)-  45 24 23.     (N)    116 36 27.     (W)     SCALED    
 RA0342* NAVD 88     -       406.678  (meters)    1334.24   (feet)  ADJUSTED  
 RA0342  ___________________________________________________________________
 RA0342  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 RA0342  DYNAMIC HT  -         406.482 (meters)    1333.60  (feet)  COMP
 RA0342  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 RA0342
 RA0342  VERT ORDER  -  SECOND    CLASS 0
 RA0342
 RA0342.The horizontal coordinates were scaled from a topographic map and have
 RA0342.an estimated accuracy of +/- 6 seconds.
 RA0342
 RA0342.The orthometric height was determined by differential leveling
 RA0342.and adjusted by the National Geodetic Survey in June 1991..
 RA0342
 RA0342.The geoid height was determined by GEOID03.
 RA0342
 RA0342.The dynamic height is computed by dividing the NAVD 88
 RA0342.geopotential number by the normal gravity value computed on the
 RA0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0342.degrees latitude (g = 980.6199 gals.).
 RA0342
 RA0342.The modeled gravity was interpolated from observed gravity values.
 RA0342
 RA0342;                    North         East    Units  Estimated Accuracy
 RA0342;SPC ID W     -   415,830.      732,870.      MT  (+/- 180 meters Scaled)
 RA0342
 RA0342                          SUPERSEDED SURVEY CONTROL
 RA0342
 RA0342  NGVD 29 (??/??/92)  405.499  (m)         1330.37   (f) ADJ UNCH    2 0
 RA0342
 RA0342.Superseded values are not recommended for survey control.
 RA0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0342.See file dsdata.txt to determine how the superseded data were derived.
 RA0342
 RA0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL307281(NAD 83)
 RA0342_MARKER: DB = BENCH MARK DISK
 RA0342_SETTING: 80 = SET IN A BOULDER
 RA0342_SP_SET: BOULDER
 RA0342_STAMPING: J 315 1946
 RA0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0342+STABILITY: SURFACE MOTION
 RA0342
 RA0342  HISTORY     - Date     Condition        Report By
 RA0342  HISTORY     - 1946     MONUMENTED       CGS
 RA0342
 RA0342                          STATION DESCRIPTION
 RA0342
 RA0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0342'31.65 MI N FROM HOMESTEAD, OR.
 RA0342'ABOUT 31.65 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ABOUT
 RA0342'300 FEET SOUTH OF A HIGH CLIFF WHICH EXTEND OUT OVER THE RIVER, ON THE
 RA0342'EAST BANK OF THE RIVER, ABOUT 275 FEET SOUTH OF A POINT WHERE THE
 RA0342'RIVER IS VERY NARROW, A STANDARD DISK SET ON THE EAST SIDE OF A VERY
 RA0342'LARGE BOULDER WHICH EXTENDS OUT INTO THE RIVER AND THE LARGEST BOULDER
 RA0342'IN VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0108 ***********************************************************************
 QZ0108  DESIGNATION -  J 316
 QZ0108  PID         -  QZ0108
 QZ0108  STATE/COUNTY-  ID/IDAHO
 QZ0108  USGS QUAD   -  WAUGH MTN (1978)
 QZ0108
 QZ0108                         *CURRENT SURVEY CONTROL
 QZ0108  ___________________________________________________________________
 QZ0108* NAD 83(1986)-  45 23 27.     (N)    114 46 41.     (W)     SCALED    
 QZ0108* NAVD 88     -       865.904  (meters)    2840.89   (feet)  ADJUSTED  
 QZ0108  ___________________________________________________________________
 QZ0108  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 QZ0108  DYNAMIC HT  -         865.365 (meters)    2839.12  (feet)  COMP
 QZ0108  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 QZ0108
 QZ0108  VERT ORDER  -  SECOND    CLASS 0
 QZ0108
 QZ0108.The horizontal coordinates were scaled from a topographic map and have
 QZ0108.an estimated accuracy of +/- 6 seconds.
 QZ0108
 QZ0108.The orthometric height was determined by differential leveling
 QZ0108.and adjusted by the National Geodetic Survey in June 1991..
 QZ0108
 QZ0108.The geoid height was determined by GEOID03.
 QZ0108
 QZ0108.The dynamic height is computed by dividing the NAVD 88
 QZ0108.geopotential number by the normal gravity value computed on the
 QZ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0108.degrees latitude (g = 980.6199 gals.).
 QZ0108
 QZ0108.The modeled gravity was interpolated from observed gravity values.
 QZ0108
 QZ0108;                    North         East    Units  Estimated Accuracy
 QZ0108;SPC ID W     -   414,200.      876,110.      MT  (+/- 180 meters Scaled)
 QZ0108
 QZ0108                          SUPERSEDED SURVEY CONTROL
 QZ0108
 QZ0108  NGVD 29 (??/??/92)  864.500  (m)         2836.28   (f) ADJ UNCH    2 0
 QZ0108
 QZ0108.Superseded values are not recommended for survey control.
 QZ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0108.See file dsdata.txt to determine how the superseded data were derived.
 QZ0108
 QZ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL739287(NAD 83)
 QZ0108_MARKER: DB = BENCH MARK DISK
 QZ0108_SETTING: 80 = SET IN A BOULDER
 QZ0108_SP_SET: BOULDER
 QZ0108_STAMPING: J 316 1945
 QZ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0108+STABILITY: SURFACE MOTION
 QZ0108
 QZ0108  HISTORY     - Date     Condition        Report By
 QZ0108  HISTORY     - 1945     MONUMENTED       CGS
 QZ0108
 QZ0108                          STATION DESCRIPTION
 QZ0108
 QZ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0108'33.9 MI W FROM SHOUP.
 QZ0108'33.9 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE NORTHERLY SIDE OF
 QZ0108'THE SALMON RIVER, SET IN TOP OF A BOULDER, ABOUT EVEN WITH WEST END OF
 QZ0108'ROCK SLIDE ON SOUTH BANK, ABOUT 500 FEET WEST OF TWO SMALL SAND BARS,
 QZ0108'ABOUT 40 FEET SOUTH OF AND 15 FEET BELOW LEVEL OF TRAIL AND JUST BELOW
 QZ0108'HIGH WATER LEVEL.  BRONZE BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0282 ***********************************************************************
 QZ0282  DESIGNATION -  J 317
 QZ0282  PID         -  QZ0282
 QZ0282  STATE/COUNTY-  ID/IDAHO
 QZ0282  USGS QUAD   -  HIDA POINT (1995)
 QZ0282
 QZ0282                         *CURRENT SURVEY CONTROL
 QZ0282  ___________________________________________________________________
 QZ0282* NAD 83(1986)-  45 33 59.     (N)    115 10 47.     (W)     SCALED    
 QZ0282* NAVD 88     -       763.928  (meters)    2506.32   (feet)  ADJUSTED  
 QZ0282  ___________________________________________________________________
 QZ0282  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 QZ0282  DYNAMIC HT  -         763.493 (meters)    2504.89  (feet)  COMP
 QZ0282  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 QZ0282
 QZ0282  VERT ORDER  -  SECOND    CLASS 0
 QZ0282
 QZ0282.The horizontal coordinates were scaled from a topographic map and have
 QZ0282.an estimated accuracy of +/- 6 seconds.
 QZ0282
 QZ0282.The orthometric height was determined by differential leveling
 QZ0282.and adjusted by the National Geodetic Survey in June 1991..
 QZ0282
 QZ0282.The geoid height was determined by GEOID03.
 QZ0282
 QZ0282.The dynamic height is computed by dividing the NAVD 88
 QZ0282.geopotential number by the normal gravity value computed on the
 QZ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0282.degrees latitude (g = 980.6199 gals.).
 QZ0282
 QZ0282.The modeled gravity was interpolated from observed gravity values.
 QZ0282
 QZ0282;                    North         East    Units  Estimated Accuracy
 QZ0282;SPC ID W     -   433,410.      844,520.      MT  (+/- 180 meters Scaled)
 QZ0282
 QZ0282                          SUPERSEDED SURVEY CONTROL
 QZ0282
 QZ0282  NGVD 29 (??/??/92)  762.540  (m)         2501.77   (f) ADJ UNCH    2 0
 QZ0282
 QZ0282.Superseded values are not recommended for survey control.
 QZ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0282.See file dsdata.txt to determine how the superseded data were derived.
 QZ0282
 QZ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL420474(NAD 83)
 QZ0282_MARKER: DB = BENCH MARK DISK
 QZ0282_SETTING: 80 = SET IN A BOULDER
 QZ0282_SP_SET: BOULDER
 QZ0282_STAMPING: J 317 1945
 QZ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0282+STABILITY: SURFACE MOTION
 QZ0282
 QZ0282  HISTORY     - Date     Condition        Report By
 QZ0282  HISTORY     - 1945     MONUMENTED       CGS
 QZ0282
 QZ0282                          STATION DESCRIPTION
 QZ0282
 QZ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0282'54.6 MI E FROM FRENCH CREEK.
 QZ0282'54.6 MILES EAST OF FRENCH CREEK, ON THE NORTHERLY SIDE OF THE SALMON
 QZ0282'RIVER, SET IN TOP OF BOULDER, BETWEEN TRAIL AND RIVER, ACROSS RIVER
 QZ0282'FROM SOUTHEAST END OF SMALL SAND BAR AND JUST BELOW HIGH WATER LEVEL.
 QZ0282'BRONZE BENCH MARK DISK.  BRONZE DISK SET IN TOP OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0339 ***********************************************************************
 QZ0339  DESIGNATION -  J 318
 QZ0339  PID         -  QZ0339
 QZ0339  STATE/COUNTY-  ID/IDAHO
 QZ0339  USGS QUAD   -  MACKAY BAR (1995)
 QZ0339
 QZ0339                         *CURRENT SURVEY CONTROL
 QZ0339  ___________________________________________________________________
 QZ0339* NAD 83(1986)-  45 23 09.     (N)    115 33 43.     (W)     SCALED    
 QZ0339* NAVD 88     -       655.104  (meters)    2149.29   (feet)  ADJUSTED  
 QZ0339  ___________________________________________________________________
 QZ0339  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 QZ0339  DYNAMIC HT  -         654.723 (meters)    2148.04  (feet)  COMP
 QZ0339  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 QZ0339
 QZ0339  VERT ORDER  -  SECOND    CLASS 0
 QZ0339
 QZ0339.The horizontal coordinates were scaled from a topographic map and have
 QZ0339.an estimated accuracy of +/- 6 seconds.
 QZ0339
 QZ0339.The orthometric height was determined by differential leveling
 QZ0339.and adjusted by the National Geodetic Survey in June 1991..
 QZ0339
 QZ0339.The geoid height was determined by GEOID03.
 QZ0339
 QZ0339.The dynamic height is computed by dividing the NAVD 88
 QZ0339.geopotential number by the normal gravity value computed on the
 QZ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0339.degrees latitude (g = 980.6199 gals.).
 QZ0339
 QZ0339.The modeled gravity was interpolated from observed gravity values.
 QZ0339
 QZ0339;                    North         East    Units  Estimated Accuracy
 QZ0339;SPC ID W     -   413,200.      814,730.      MT  (+/- 180 meters Scaled)
 QZ0339
 QZ0339                          SUPERSEDED SURVEY CONTROL
 QZ0339
 QZ0339  NGVD 29 (??/??/92)  653.763  (m)         2144.89   (f) ADJ UNCH    2 0
 QZ0339
 QZ0339.Superseded values are not recommended for survey control.
 QZ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0339.See file dsdata.txt to determine how the superseded data were derived.
 QZ0339
 QZ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL125268(NAD 83)
 QZ0339_MARKER: DB = BENCH MARK DISK
 QZ0339_SETTING: 80 = SET IN A BOULDER
 QZ0339_SP_SET: BOULDER
 QZ0339_STAMPING: J 318 1945
 QZ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0339+STABILITY: SURFACE MOTION
 QZ0339
 QZ0339  HISTORY     - Date     Condition        Report By
 QZ0339  HISTORY     - 1945     MONUMENTED       CGS
 QZ0339
 QZ0339                          STATION DESCRIPTION
 QZ0339
 QZ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0339'26.9 MI E FROM FRENCH CREEK.
 QZ0339'26.9 MILES EAST OF FRENCH CREEK, ON THE SOUTHERLY SIDE OF THE SALMON
 QZ0339'RIVER, SET IN TOP OF BOULDER, ABOUT 0.2 MILE EAST OF LONG ROCK BAR,
 QZ0339'NEAR EAST END OF SAND BAR, AND ABOUT LEVEL WITH HIGH WATER LINE.
 QZ0339'BRONZE BENCH MARK DISK SET IN TOP OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0364 ***********************************************************************
 RZ0364  DESIGNATION -  J 319
 RZ0364  PID         -  RZ0364
 RZ0364  STATE/COUNTY-  ID/LEWIS
 RZ0364  USGS QUAD   -  WESTLAKE (1979)
 RZ0364
 RZ0364                         *CURRENT SURVEY CONTROL
 RZ0364  ___________________________________________________________________
 RZ0364* NAD 83(1986)-  46 01 44.     (N)    116 36 47.     (W)     SCALED    
 RZ0364* NAVD 88     -       343.981  (meters)    1128.54   (feet)  ADJUSTED  
 RZ0364  ___________________________________________________________________
 RZ0364  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 RZ0364  DYNAMIC HT  -         343.884 (meters)    1128.23  (feet)  COMP
 RZ0364  MODELED GRAV-     980,331.0   (mgal)                       NAVD 88
 RZ0364
 RZ0364  VERT ORDER  -  SECOND    CLASS 0
 RZ0364
 RZ0364.The horizontal coordinates were scaled from a topographic map and have
 RZ0364.an estimated accuracy of +/- 6 seconds.
 RZ0364
 RZ0364.The orthometric height was determined by differential leveling
 RZ0364.and adjusted by the National Geodetic Survey in June 1991..
 RZ0364
 RZ0364.The geoid height was determined by GEOID03.
 RZ0364
 RZ0364.The dynamic height is computed by dividing the NAVD 88
 RZ0364.geopotential number by the normal gravity value computed on the
 RZ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0364.degrees latitude (g = 980.6199 gals.).
 RZ0364
 RZ0364.The modeled gravity was interpolated from observed gravity values.
 RZ0364
 RZ0364;                    North         East    Units  Estimated Accuracy
 RZ0364;SPC ID W     -   485,010.      733,180.      MT  (+/- 180 meters Scaled)
 RZ0364
 RZ0364                          SUPERSEDED SURVEY CONTROL
 RZ0364
 RZ0364  NGVD 29 (??/??/92)  342.854  (m)         1124.85   (f) ADJ UNCH    2 0
 RZ0364
 RZ0364.Superseded values are not recommended for survey control.
 RZ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0364.See file dsdata.txt to determine how the superseded data were derived.
 RZ0364
 RZ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL299973(NAD 83)
 RZ0364_MARKER: DB = BENCH MARK DISK
 RZ0364_SETTING: 80 = SET IN A BOULDER
 RZ0364_STAMPING: J 319 1945
 RZ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0364+STABILITY: SURFACE MOTION
 RZ0364
 RZ0364  HISTORY     - Date     Condition        Report By
 RZ0364  HISTORY     - 1945     MONUMENTED       CGS
 RZ0364
 RZ0364                          STATION DESCRIPTION
 RZ0364
 RZ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RZ0364'17.6 MI NW FROM RICE CREEK BRIDGE.
 RZ0364'17.6 MILES NORTHWEST (DOWN STREAM) ALONG THE NORTHEAST BANK OF THE
 RZ0364'SALMON RIVER, ABOUT 1/2 MILE SOUTHEAST OF THE MIDDLE OF THE OX BOW.
 RZ0364'JUST NORTHWEST OF THE MOUTH OF A CANYON, NEAR THE NORTHWEST END OF A
 RZ0364'RAPIDS, AT THE NORTHWEST END OF SOME LARGE BOULDERS AND THE SOUTHEAST
 RZ0364'END OF A SAND BAR, AND JUST ABOVE HIGH WATER LEVEL.  A BRONZE DISK,
 RZ0364'SET IN THE TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0231 ***********************************************************************
 PZ0231  DESIGNATION -  J 32
 PZ0231  PID         -  PZ0231
 PZ0231  STATE/COUNTY-  ID/CLARK
 PZ0231  USGS QUAD   -  LIDY HOT SPRINGS SE (1969)
 PZ0231
 PZ0231                         *CURRENT SURVEY CONTROL
 PZ0231  ___________________________________________________________________
 PZ0231* NAD 83(1986)-  44 05 51.     (N)    112 35 47.     (W)     SCALED    
 PZ0231* NAVD 88     -      1543.843  (meters)    5065.09   (feet)  ADJUSTED  
 PZ0231  ___________________________________________________________________
 PZ0231  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 PZ0231  DYNAMIC HT  -        1543.067 (meters)    5062.55  (feet)  COMP
 PZ0231  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 PZ0231
 PZ0231  VERT ORDER  -  SECOND    CLASS 0
 PZ0231
 PZ0231.The horizontal coordinates were scaled from a topographic map and have
 PZ0231.an estimated accuracy of +/- 6 seconds.
 PZ0231
 PZ0231.The orthometric height was determined by differential leveling
 PZ0231.and adjusted by the National Geodetic Survey in June 1991..
 PZ0231
 PZ0231.The geoid height was determined by GEOID03.
 PZ0231
 PZ0231.The dynamic height is computed by dividing the NAVD 88
 PZ0231.geopotential number by the normal gravity value computed on the
 PZ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0231.degrees latitude (g = 980.6199 gals.).
 PZ0231
 PZ0231.The modeled gravity was interpolated from observed gravity values.
 PZ0231
 PZ0231;                    North         East    Units  Estimated Accuracy
 PZ0231;SPC ID E     -   270,120.      165,590.      MT  (+/- 180 meters Scaled)
 PZ0231
 PZ0231                          SUPERSEDED SURVEY CONTROL
 PZ0231
 PZ0231  NGVD 29 (??/??/92) 1542.717  (m)         5061.40   (f) ADJ UNCH    2 0
 PZ0231
 PZ0231.Superseded values are not recommended for survey control.
 PZ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0231.See file dsdata.txt to determine how the superseded data were derived.
 PZ0231
 PZ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP722839(NAD 83)
 PZ0231_MARKER: P = PIPE CAP
 PZ0231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0231_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0231_STAMPING: J 32 1934
 PZ0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0231+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 PZ0231
 PZ0231  HISTORY     - Date     Condition        Report By
 PZ0231  HISTORY     - 1934     MONUMENTED       USGS
 PZ0231  HISTORY     - 19990601 GOOD             IDTD
 PZ0231
 PZ0231                          STATION DESCRIPTION
 PZ0231
 PZ0231'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 PZ0231'22.8 MI SW FROM DUBOIS.
 PZ0231'22.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0231'DUBOIS, CLARK COUNTY, 2.7 MILES SOUTHWEST OF LIDY HOT SPRINGS, AND 20
 PZ0231'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 PZ0231'GEOLOGICAL SURVEY STANDARD CAP, STAMPED J 32 1934 AND RIVETED ON THE
 PZ0231'TOP OF A 3-1/2-INCH IRON PIPE.
 PZ0231
 PZ0231                          STATION RECOVERY (1999)
 PZ0231
 PZ0231'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 PZ0231'MARK IS 46 METERS LEFT (NORTH) OF CENTERLINE OF SH-22 AT MILEPOST
 PZ0231'49.268 AND 1 METER SOUTH OF WP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0635 ***********************************************************************
 NV0635  DESIGNATION -  J 32
 NV0635  PID         -  NV0635
 NV0635  STATE/COUNTY-  ID/OWYHEE
 NV0635  USGS QUAD   -  BLACKSTONE RESERVOIR (1979)
 NV0635
 NV0635                         *CURRENT SURVEY CONTROL
 NV0635  ___________________________________________________________________
 NV0635* NAD 83(1986)-  42 26 27.     (N)    115 47 53.     (W)     SCALED    
 NV0635* NAVD 88     -      1453.623  (meters)    4769.09   (feet)  ADJUSTED  
 NV0635  ___________________________________________________________________
 NV0635  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 NV0635  DYNAMIC HT  -        1452.717 (meters)    4766.12  (feet)  COMP
 NV0635  MODELED GRAV-     979,947.1   (mgal)                       NAVD 88
 NV0635
 NV0635  VERT ORDER  -  FIRST     CLASS II
 NV0635
 NV0635.The horizontal coordinates were scaled from a topographic map and have
 NV0635.an estimated accuracy of +/- 6 seconds.
 NV0635
 NV0635.The orthometric height was determined by differential leveling
 NV0635.and adjusted by the National Geodetic Survey in June 1991..
 NV0635
 NV0635.The geoid height was determined by GEOID03.
 NV0635
 NV0635.The dynamic height is computed by dividing the NAVD 88
 NV0635.geopotential number by the normal gravity value computed on the
 NV0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0635.degrees latitude (g = 980.6199 gals.).
 NV0635
 NV0635.The modeled gravity was interpolated from observed gravity values.
 NV0635
 NV0635;                    North         East    Units  Estimated Accuracy
 NV0635;SPC ID W     -    85,990.      796,050.      MT  (+/- 180 meters Scaled)
 NV0635
 NV0635                          SUPERSEDED SURVEY CONTROL
 NV0635
 NV0635  NGVD 29 (??/??/92) 1452.562  (m)         4765.61   (f) ADJ UNCH    1 2
 NV0635
 NV0635.Superseded values are not recommended for survey control.
 NV0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0635.See file dsdata.txt to determine how the superseded data were derived.
 NV0635
 NV0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG988994(NAD 83)
 NV0635_MARKER: DB = BENCH MARK DISK
 NV0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0635_STAMPING: J 32 1934
 NV0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0635+STABILITY: SURFACE MOTION
 NV0635
 NV0635  HISTORY     - Date     Condition        Report By
 NV0635  HISTORY     - 1934     MONUMENTED       CGS
 NV0635  HISTORY     - 1974     GOOD             USGS
 NV0635
 NV0635                          STATION DESCRIPTION
 NV0635
 NV0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0635'29.3 MI SW FROM HOT SPRING.
 NV0635'29.3 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0635'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, AT THE BLACKSTONE RANCH,
 NV0635'0.2 MILE SOUTHEAST OF THE RANCH HOUSE, 100 FEET SOUTH OF A DITCH, 100
 NV0635'FEET NORTH OF ANOTHER DITCH AT THE FOOT OF A HILL, 18 FEET EAST OF
 NV0635'THE ROAD, AND ONE FOOT WEST OF A FENCE, A STANDARD DISK, STAMPED J 32
 NV0635'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NV0635
 NV0635                          STATION RECOVERY (1974)
 NV0635
 NV0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0635'GRASMERE, 0.4 MI. SOUTH ALONG STATE HIGHWAY TO ROAD FORK AT WEST END
 NV0635'OF RUNWAY, THENCE LEFT (NE) ALONG ROAD ON NORTH SIDE OF FENCE (AND
 NV0635'SOUTH SIDE OF RUNWAY) FOR 1.1 MI. TO CROSSROAD AT GATE ON RIGHT,
 NV0635'THENCE LEFT (NE) ALONG OLD ROAD TO HOT SPRING FOR 6.4 MI., 0.2 MI. SE
 NV0635'OF OLD BLACKSTONE RANCH HOUSE. 29.3 MI. SW ALONG OLD ROAD TO GRASMERE
 NV0635'FROM THE BRIDGE OVER BRUNEAU RIVER AT HOT SPRING. 1000 FT. SE OF SE
 NV0635'CORNER OF RANCH HOUSE, 80 FT. EAST OF DITCH, IN FIELD. A STANDARD
 NV0635'DISK STAMPED J 32 1934 AND SET IN TOP OF CONCRETE POST PROJECTING 0.4
 NV0635'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0362 ***********************************************************************
 RA0362  DESIGNATION -  J 320
 RA0362  PID         -  RA0362
 RA0362  STATE/COUNTY-  ID/ADAMS
 RA0362  USGS QUAD   -  CUPRUM (1990)
 RA0362
 RA0362                         *CURRENT SURVEY CONTROL
 RA0362  ___________________________________________________________________
 RA0362* NAD 83(1986)-  45 03 14.     (N)    116 42 05.     (W)     SCALED    
 RA0362* NAVD 88     -      1426.960  (meters)    4681.62   (feet)  ADJUSTED  
 RA0362  ___________________________________________________________________
 RA0362  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 RA0362  DYNAMIC HT  -        1426.468 (meters)    4680.00  (feet)  COMP
 RA0362  MODELED GRAV-     980,221.7   (mgal)                       NAVD 88
 RA0362
 RA0362  VERT ORDER  -  SECOND    CLASS 0
 RA0362
 RA0362.The horizontal coordinates were scaled from a topographic map and have
 RA0362.an estimated accuracy of +/- 6 seconds.
 RA0362
 RA0362.The orthometric height was determined by differential leveling
 RA0362.and adjusted by the National Geodetic Survey in June 1991..
 RA0362
 RA0362.The geoid height was determined by GEOID03.
 RA0362
 RA0362.The dynamic height is computed by dividing the NAVD 88
 RA0362.geopotential number by the normal gravity value computed on the
 RA0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0362.degrees latitude (g = 980.6199 gals.).
 RA0362
 RA0362.The modeled gravity was interpolated from observed gravity values.
 RA0362
 RA0362;                    North         East    Units  Estimated Accuracy
 RA0362;SPC ID W     -   376,740.      725,060.      MT  (+/- 180 meters Scaled)
 RA0362
 RA0362                          SUPERSEDED SURVEY CONTROL
 RA0362
 RA0362  NGVD 29 (??/??/92) 1425.847  (m)         4677.97   (f) ADJ UNCH    2 0
 RA0362
 RA0362.Superseded values are not recommended for survey control.
 RA0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0362.See file dsdata.txt to determine how the superseded data were derived.
 RA0362
 RA0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK235889(NAD 83)
 RA0362_MARKER: DB = BENCH MARK DISK
 RA0362_SETTING: 80 = SET IN A BOULDER
 RA0362_SP_SET: BOULDER
 RA0362_STAMPING: J 320 1946
 RA0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0362+STABILITY: SURFACE MOTION
 RA0362
 RA0362  HISTORY     - Date     Condition        Report By
 RA0362  HISTORY     - 1946     MONUMENTED       CGS
 RA0362
 RA0362                          STATION DESCRIPTION
 RA0362
 RA0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0362'33.1 MI NW FROM FRUITVALE.
 RA0362'ABOUT 33.1 MILES NORTHWEST ALONG THE FRUITVALE-HOMESTEAD ROAD FROM THE
 RA0362'POST OFFICE AT FRUITVALE, AT THE NORTHWEST END OF A SHARP CURVE, 33
 RA0362'FEET NORTHWEST OF A BRIDGE CROSSING A SMALL STREAM, 26 FEET NORTH OF
 RA0362'THE CENTER LINE OF THE ROAD, ABOUT 6 FEET ABOVE THE ROAD LEVEL, AND
 RA0362'SET IN THE TOP OF A BOULDER PROJECTING ABOUT 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0318 ***********************************************************************
 QB0318  DESIGNATION -  J 321
 QB0318  PID         -  QB0318
 QB0318  STATE/COUNTY-  ID/WASHINGTON
 QB0318  USGS QUAD   -  MIDVALE (1986)
 QB0318
 QB0318                         *CURRENT SURVEY CONTROL
 QB0318  ___________________________________________________________________
 QB0318* NAD 83(1986)-  44 29 06.     (N)    116 41 03.     (W)     SCALED    
 QB0318* NAVD 88     -       794.543  (meters)    2606.76   (feet)  ADJUSTED  
 QB0318  ___________________________________________________________________
 QB0318  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 QB0318  DYNAMIC HT  -         794.309 (meters)    2606.00  (feet)  COMP
 QB0318  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 QB0318
 QB0318  VERT ORDER  -  FIRST     CLASS II
 QB0318
 QB0318.The horizontal coordinates were scaled from a topographic map and have
 QB0318.an estimated accuracy of +/- 6 seconds.
 QB0318
 QB0318.The orthometric height was determined by differential leveling
 QB0318.and adjusted by the National Geodetic Survey in June 1991..
 QB0318
 QB0318.The geoid height was determined by GEOID03.
 QB0318
 QB0318.The dynamic height is computed by dividing the NAVD 88
 QB0318.geopotential number by the normal gravity value computed on the
 QB0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0318.degrees latitude (g = 980.6199 gals.).
 QB0318
 QB0318.The modeled gravity was interpolated from observed gravity values.
 QB0318
 QB0318;                    North         East    Units  Estimated Accuracy
 QB0318;SPC ID W     -   313,500.      725,690.      MT  (+/- 180 meters Scaled)
 QB0318
 QB0318                          SUPERSEDED SURVEY CONTROL
 QB0318
 QB0318  NGVD 29 (??/??/92)  793.516  (m)         2603.39   (f) ADJ UNCH    1 2
 QB0318
 QB0318.Superseded values are not recommended for survey control.
 QB0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0318.See file dsdata.txt to determine how the superseded data were derived.
 QB0318
 QB0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK251257(NAD 83)
 QB0318_MARKER: DB = BENCH MARK DISK
 QB0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0318_STAMPING: J 321 1946
 QB0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0318+STABILITY: SURFACE MOTION
 QB0318
 QB0318  HISTORY     - Date     Condition        Report By
 QB0318  HISTORY     - 1946     MONUMENTED       CGS
 QB0318  HISTORY     - 1967     GOOD             NGS
 QB0318  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0318
 QB0318                          STATION DESCRIPTION
 QB0318
 QB0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0318'3.2 MI E FROM MIDVALE.
 QB0318'3.2 MILES EAST ALONG A MACADAM ROAD, FORMER LOCATION OF U.S. HIGHWAY
 QB0318'95, FROM THE MIDVALE POST OFFICE TO THE MARK ON THE RIGHT, 52 FEET
 QB0318'NORTH OF AN EAST-WEST GRAVELED ROAD, 43 FEET SOUTHWEST OF THE
 QB0318'SOUTHWEST CORNER OF W. CLAY SUTTONS RESIDENCE, 33 FEET SOUTH OF THE
 QB0318'SIDEWALK TO THE HOUSE, 30 FEET NORTH OF A FENCE CORNER, 30 FEET EAST
 QB0318'OF THE CENTER OF THE MACADAM ROAD AND 0.5 FOOT SOUTH OF A METAL
 QB0318'WITNESS POST SET IN A CYLINDRICAL CONCRETE MONUMENT 6 INCHES IN
 QB0318'DIAMETER THAT PROJECTS 8 INCHES.
 QB0318
 QB0318                          STATION RECOVERY (1983)
 QB0318
 QB0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0318'A CONCRETE POST WAS FOUND WITH THE TOP BROKEN OFF, DISK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0565 ***********************************************************************
 QA0565  DESIGNATION -  J 322
 QA0565  PID         -  QA0565
 QA0565  STATE/COUNTY-  ID/VALLEY
 QA0565  USGS QUAD   -  WHITE ROCK PEAK (1973)
 QA0565
 QA0565                         *CURRENT SURVEY CONTROL
 QA0565  ___________________________________________________________________
 QA0565* NAD 83(1986)-  44 45 54.     (N)    115 40 49.     (W)     SCALED    
 QA0565* NAVD 88     -      1486.113  (meters)    4875.69   (feet)  ADJUSTED  
 QA0565  ___________________________________________________________________
 QA0565  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 QA0565  DYNAMIC HT  -        1485.404 (meters)    4873.36  (feet)  COMP
 QA0565  MODELED GRAV-     980,089.3   (mgal)                       NAVD 88
 QA0565
 QA0565  VERT ORDER  -  SECOND    CLASS 0
 QA0565
 QA0565.The horizontal coordinates were scaled from a topographic map and have
 QA0565.an estimated accuracy of +/- 6 seconds.
 QA0565
 QA0565.The orthometric height was determined by differential leveling
 QA0565.and adjusted by the National Geodetic Survey in June 1991..
 QA0565
 QA0565.The geoid height was determined by GEOID03.
 QA0565
 QA0565.The dynamic height is computed by dividing the NAVD 88
 QA0565.geopotential number by the normal gravity value computed on the
 QA0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0565.degrees latitude (g = 980.6199 gals.).
 QA0565
 QA0565.The modeled gravity was interpolated from observed gravity values.
 QA0565
 QA0565;                    North         East    Units  Estimated Accuracy
 QA0565;SPC ID W     -   344,200.      805,520.      MT  (+/- 180 meters Scaled)
 QA0565
 QA0565                          SUPERSEDED SURVEY CONTROL
 QA0565
 QA0565  NGVD 29 (??/??/92) 1484.941  (m)         4871.84   (f) ADJ UNCH    2 0
 QA0565
 QA0565.Superseded values are not recommended for survey control.
 QA0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0565.See file dsdata.txt to determine how the superseded data were derived.
 QA0565
 QA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK044576(NAD 83)
 QA0565_MARKER: DB = BENCH MARK DISK
 QA0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0565_STAMPING: J 322 1948
 QA0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0565+STABILITY: SURFACE MOTION
 QA0565
 QA0565  HISTORY     - Date     Condition        Report By
 QA0565  HISTORY     - 1948     MONUMENTED       CGS
 QA0565  HISTORY     - 1973     MARK NOT FOUND   USGS
 QA0565
 QA0565                          STATION DESCRIPTION
 QA0565
 QA0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0565'5.3 MI S FROM POVERTY FLAT.
 QA0565'5.3 MILES SOUTH ALONG THE SOUTH FORK ROAD FROM THE RANGER STATION AT
 QA0565'POVERTY FLAT, ABOUT 0.3 MILE SOUTH OF SISTER CREEK, AT A DRAW, 28.0
 QA0565'FEET EAST OF THE CENTER LINE OF THE ROAD, 5.5 FEET SOUTH OF THE EAST
 QA0565'ONE OF TWO PROMINENT PINE TREES, SET IN THE TOP OF A CONCRETE POST
 QA0565'PROJECTING 0.4 FOOT ABOVE THE GROUND.  WITNESS POST SET 2.5 FEET SOUTH
 QA0565'OF THE STATION.
 QA0565
 QA0565                          STATION RECOVERY (1973)
 QA0565
 QA0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QA0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0283 ***********************************************************************
 QA0283  DESIGNATION -  J 323
 QA0283  PID         -  QA0283
 QA0283  STATE/COUNTY-  ID/VALLEY
 QA0283  USGS QUAD   -  LITTLE SOLDIER MOUNTAIN (1990)
 QA0283
 QA0283                         *CURRENT SURVEY CONTROL
 QA0283  ___________________________________________________________________
 QA0283* NAD 83(1986)-  44 44 50.     (N)    115 02 08.     (W)     SCALED    
 QA0283* NAVD 88     -      1389.888  (meters)    4559.99   (feet)  ADJUSTED  
 QA0283  ___________________________________________________________________
 QA0283  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 QA0283  DYNAMIC HT  -        1389.049 (meters)    4557.24  (feet)  COMP
 QA0283  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 QA0283
 QA0283  VERT ORDER  -  SECOND    CLASS 0
 QA0283
 QA0283.The horizontal coordinates were scaled from a topographic map and have
 QA0283.an estimated accuracy of +/- 6 seconds.
 QA0283
 QA0283.The orthometric height was determined by differential leveling
 QA0283.and adjusted by the National Geodetic Survey in June 1991..
 QA0283
 QA0283.The geoid height was determined by GEOID03.
 QA0283
 QA0283.The dynamic height is computed by dividing the NAVD 88
 QA0283.geopotential number by the normal gravity value computed on the
 QA0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0283.degrees latitude (g = 980.6199 gals.).
 QA0283
 QA0283.The modeled gravity was interpolated from observed gravity values.
 QA0283
 QA0283;                    North         East    Units  Estimated Accuracy
 QA0283;SPC ID W     -   342,470.      856,580.      MT  (+/- 180 meters Scaled)
 QA0283
 QA0283                          SUPERSEDED SURVEY CONTROL
 QA0283
 QA0283  NGVD 29 (??/??/92) 1388.381  (m)         4555.05   (f) ADJ UNCH    2 0
 QA0283
 QA0283.Superseded values are not recommended for survey control.
 QA0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0283.See file dsdata.txt to determine how the superseded data were derived.
 QA0283
 QA0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK555567(NAD 83)
 QA0283_MARKER: DB = BENCH MARK DISK
 QA0283_SETTING: 80 = SET IN A BOULDER
 QA0283_SP_SET: BOULDER
 QA0283_STAMPING: J 323 1947
 QA0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0283+STABILITY: SURFACE MOTION
 QA0283
 QA0283  HISTORY     - Date     Condition        Report By
 QA0283  HISTORY     - 1947     MONUMENTED       CGS
 QA0283
 QA0283                          STATION DESCRIPTION
 QA0283
 QA0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0283'7.1 MI E FROM MIDDLE FORK GUARD STATION.
 QA0283'ALONG FOREST SERVICE TRAIL FROM MIDDLE FORK GUARD STATION, SET IN
 QA0283'BOULDER PROTRUDING 2 FEET ABOVE GROUND, 13.9 FEET NORTH-EAST OF MIDDLE
 QA0283'FORK TRAIL, 19.5 FEET NORTH OF FOREST SERVICE 25-MILE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0218 ***********************************************************************
 QA0218  DESIGNATION -  J 324
 QA0218  PID         -  QA0218
 QA0218  STATE/COUNTY-  ID/LEMHI
 QA0218  USGS QUAD   -  APAREJO POINT (1963)
 QA0218
 QA0218                         *CURRENT SURVEY CONTROL
 QA0218  ___________________________________________________________________
 QA0218* NAD 83(1986)-  44 53 07.     (N)    114 43 55.     (W)     SCALED    
 QA0218* NAVD 88     -      1158.232  (meters)    3799.97   (feet)  ADJUSTED  
 QA0218  ___________________________________________________________________
 QA0218  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 QA0218  DYNAMIC HT  -        1157.552 (meters)    3797.74  (feet)  COMP
 QA0218  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 QA0218
 QA0218  VERT ORDER  -  SECOND    CLASS 0
 QA0218
 QA0218.The horizontal coordinates were scaled from a topographic map and have
 QA0218.an estimated accuracy of +/- 6 seconds.
 QA0218
 QA0218.The orthometric height was determined by differential leveling
 QA0218.and adjusted by the National Geodetic Survey in June 1991..
 QA0218
 QA0218.The geoid height was determined by GEOID03.
 QA0218
 QA0218.The dynamic height is computed by dividing the NAVD 88
 QA0218.geopotential number by the normal gravity value computed on the
 QA0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0218.degrees latitude (g = 980.6199 gals.).
 QA0218
 QA0218.The modeled gravity was interpolated from observed gravity values.
 QA0218
 QA0218;                    North         East    Units  Estimated Accuracy
 QA0218;SPC ID C     -   357,820.      442,180.      MT  (+/- 180 meters Scaled)
 QA0218
 QA0218                          SUPERSEDED SURVEY CONTROL
 QA0218
 QA0218  NGVD 29 (??/??/92) 1156.743  (m)         3795.08   (f) ADJ UNCH    2 0
 QA0218
 QA0218.Superseded values are not recommended for survey control.
 QA0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0218.See file dsdata.txt to determine how the superseded data were derived.
 QA0218
 QA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK791727(NAD 83)
 QA0218_MARKER: DB = BENCH MARK DISK
 QA0218_SETTING: 66 = SET IN ROCK OUTCROP
 QA0218_SP_SET: ROCK LEDGE
 QA0218_STAMPING: J 324 1947
 QA0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0218+STABILITY: POSITION/ELEVATION WELL
 QA0218
 QA0218  HISTORY     - Date     Condition        Report By
 QA0218  HISTORY     - 1947     MONUMENTED       CGS
 QA0218
 QA0218                          STATION DESCRIPTION
 QA0218
 QA0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0218'34.9 MI NE FROM MIDDLE FORK GUARD STATION.
 QA0218'34.9 MILES NE ALONG MIDDLE FORK RIVER ALONG THE RIVER FROM THE MIDDLE
 QA0218'FORK GUARD STATION, SET IN A ROCK LEDGE 3 FEET ABOVE HIGH-WATER MARK
 QA0218'OF RIVER, AT THE SOUTH END OF A BALD HILL, 125 FEET WEST OF THE MIDDLE
 QA0218'FORK TRAIL, ACROSS THE RIVER FROM A LARGE ROCK SLIDE.  USBM PAINTED ON
 QA0218'LEDGE WITH WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0134 ***********************************************************************
 QZ0134  DESIGNATION -  J 325
 QZ0134  PID         -  QZ0134
 QZ0134  STATE/COUNTY-  ID/VALLEY
 QZ0134  USGS QUAD   -  DAVE LEWIS PEAK (1962)
 QZ0134
 QZ0134                         *CURRENT SURVEY CONTROL
 QZ0134  ___________________________________________________________________
 QZ0134* NAD 83(1986)-  45 06 26.     (N)    114 47 22.     (W)     SCALED    
 QZ0134* NAVD 88     -      1112.247  (meters)    3649.10   (feet)  ADJUSTED  
 QZ0134  ___________________________________________________________________
 QZ0134  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 QZ0134  DYNAMIC HT  -        1111.591 (meters)    3646.94  (feet)  COMP
 QZ0134  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 QZ0134
 QZ0134  VERT ORDER  -  SECOND    CLASS 0
 QZ0134
 QZ0134.The horizontal coordinates were scaled from a topographic map and have
 QZ0134.an estimated accuracy of +/- 6 seconds.
 QZ0134
 QZ0134.The orthometric height was determined by differential leveling
 QZ0134.and adjusted by the National Geodetic Survey in June 1991..
 QZ0134
 QZ0134.The geoid height was determined by GEOID03.
 QZ0134
 QZ0134.The dynamic height is computed by dividing the NAVD 88
 QZ0134.geopotential number by the normal gravity value computed on the
 QZ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0134.degrees latitude (g = 980.6199 gals.).
 QZ0134
 QZ0134.The modeled gravity was interpolated from observed gravity values.
 QZ0134
 QZ0134;                    North         East    Units  Estimated Accuracy
 QZ0134;SPC ID W     -   382,670.      875,590.      MT  (+/- 180 meters Scaled)
 QZ0134
 QZ0134                          SUPERSEDED SURVEY CONTROL
 QZ0134
 QZ0134  NGVD 29 (??/??/92) 1110.748  (m)         3644.18   (f) ADJ UNCH    2 0
 QZ0134
 QZ0134.Superseded values are not recommended for survey control.
 QZ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0134.See file dsdata.txt to determine how the superseded data were derived.
 QZ0134
 QZ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK739972(NAD 83)
 QZ0134_MARKER: DB = BENCH MARK DISK
 QZ0134_SETTING: 80 = SET IN A BOULDER
 QZ0134_SP_SET: BOULDER
 QZ0134_STAMPING: J 325 1947
 QZ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0134+STABILITY: SURFACE MOTION
 QZ0134
 QZ0134  HISTORY     - Date     Condition        Report By
 QZ0134  HISTORY     - 1947     MONUMENTED       CGS
 QZ0134  HISTORY     - 1962     GOOD             USGS
 QZ0134
 QZ0134                          STATION DESCRIPTION
 QZ0134
 QZ0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0134'3.2 MI W FROM MOUTH OF BIG CREEK.
 QZ0134'3.2 MILES WEST (UPSTREAM BIG CREEK) FROM THE MOUTH OF BIG CREEK ALONG
 QZ0134'MIDDLE FORK TRAIL, 0.2 MILE EAST OF THE MOUTH OF DUNCE CREEK, ABOUT
 QZ0134'120 FEET SOUTHEAST OF A ROCK CLIFF, 44 FEET SOUTH OF THE TRAIL, AT THE
 QZ0134'FOOT OF A ROCK SLIDE, AND SET IN TOP OF A LARGE BOULDER.  USBM PAINTED
 QZ0134'ON BOULDER WITH WHITE PAINT.  NOTE-- IT IS LOCATED 0.2 MILE WEST OF
 QZ0134'THE MOUTH OF DUNCE CREEK.
 QZ0134
 QZ0134                          STATION RECOVERY (1962)
 QZ0134
 QZ0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0574 ***********************************************************************
 QA0574  DESIGNATION -  J 326
 QA0574  PID         -  QA0574
 QA0574  STATE/COUNTY-  ID/VALLEY
 QA0574  USGS QUAD   -  WHITE ROCK PEAK (1973)
 QA0574
 QA0574                         *CURRENT SURVEY CONTROL
 QA0574  ___________________________________________________________________
 QA0574* NAD 83(1986)-  44 51 09.     (N)    115 41 38.     (W)     SCALED    
 QA0574* NAVD 88     -      1259.545  (meters)    4132.36   (feet)  ADJUSTED  
 QA0574  ___________________________________________________________________
 QA0574  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 QA0574  DYNAMIC HT  -        1258.978 (meters)    4130.50  (feet)  COMP
 QA0574  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 QA0574
 QA0574  VERT ORDER  -  SECOND    CLASS 0
 QA0574
 QA0574.The horizontal coordinates were scaled from a topographic map and have
 QA0574.an estimated accuracy of +/- 6 seconds.
 QA0574
 QA0574.The orthometric height was determined by differential leveling
 QA0574.and adjusted by the National Geodetic Survey in June 1991..
 QA0574
 QA0574.The geoid height was determined by GEOID03.
 QA0574
 QA0574.The dynamic height is computed by dividing the NAVD 88
 QA0574.geopotential number by the normal gravity value computed on the
 QA0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0574.degrees latitude (g = 980.6199 gals.).
 QA0574
 QA0574.The modeled gravity was interpolated from observed gravity values.
 QA0574
 QA0574;                    North         East    Units  Estimated Accuracy
 QA0574;SPC ID W     -   353,920.      804,440.      MT  (+/- 180 meters Scaled)
 QA0574
 QA0574                          SUPERSEDED SURVEY CONTROL
 QA0574
 QA0574  NGVD 29 (??/??/92) 1258.379  (m)         4128.53   (f) ADJ UNCH    2 0
 QA0574
 QA0574.Superseded values are not recommended for survey control.
 QA0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0574.See file dsdata.txt to determine how the superseded data were derived.
 QA0574
 QA0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK032673(NAD 83)
 QA0574_MARKER: DB = BENCH MARK DISK
 QA0574_SETTING: 80 = SET IN A BOULDER
 QA0574_SP_SET: BOULDER
 QA0574_STAMPING: J 326 1948
 QA0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0574+STABILITY: SURFACE MOTION
 QA0574
 QA0574  HISTORY     - Date     Condition        Report By
 QA0574  HISTORY     - 1948     MONUMENTED       CGS
 QA0574  HISTORY     - 1973     GOOD             USGS
 QA0574
 QA0574                          STATION DESCRIPTION
 QA0574
 QA0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0574'2.2 MI N FROM POVERTY FLAT.
 QA0574'2.2 MILES NORTH ALONG THE SOUTH FORK ROAD FROM THE RANGER STATION AT
 QA0574'POVERTY FLAT, ABOUT 0.6 MILE NORTH OF A SIGN SOUTH FORK HOT SPRINGS,
 QA0574'AT A TURNOUT, 67.0 FEET EAST OF THE EAST BANK OF THE SOUTH FORK OF THE
 QA0574'SALMON RIVER, 41.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 12.5 FEET
 QA0574'EAST OF AN 8-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET ON TOP AND AT
 QA0574'THE EAST END OF A LARGE EMBEDED BOULDER PROJECTING 2.5 FEET ABOVE THE
 QA0574'GROUND AND ABOUT 8 FEET ABOVE THE ROAD.
 QA0574
 QA0574                          STATION RECOVERY (1973)
 QA0574
 QA0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 QA0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0380 ***********************************************************************
 QZ0380  DESIGNATION -  J 327
 QZ0380  PID         -  QZ0380
 QZ0380  STATE/COUNTY-  ID/VALLEY
 QZ0380  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0380
 QZ0380                         *CURRENT SURVEY CONTROL
 QZ0380  ___________________________________________________________________
 QZ0380* NAD 83(1986)-  45 04 37.     (N)    115 38 11.     (W)     SCALED    
 QZ0380* NAVD 88     -      1161.993  (meters)    3812.31   (feet)  ADJUSTED  
 QZ0380  ___________________________________________________________________
 QZ0380  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 QZ0380  DYNAMIC HT  -        1161.479 (meters)    3810.62  (feet)  COMP
 QZ0380  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 QZ0380
 QZ0380  VERT ORDER  -  SECOND    CLASS 0
 QZ0380
 QZ0380.The horizontal coordinates were scaled from a topographic map and have
 QZ0380.an estimated accuracy of +/- 6 seconds.
 QZ0380
 QZ0380.The orthometric height was determined by differential leveling
 QZ0380.and adjusted by the National Geodetic Survey in June 1991..
 QZ0380
 QZ0380.The geoid height was determined by GEOID03.
 QZ0380
 QZ0380.The dynamic height is computed by dividing the NAVD 88
 QZ0380.geopotential number by the normal gravity value computed on the
 QZ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0380.degrees latitude (g = 980.6199 gals.).
 QZ0380
 QZ0380.The modeled gravity was interpolated from observed gravity values.
 QZ0380
 QZ0380;                    North         East    Units  Estimated Accuracy
 QZ0380;SPC ID W     -   378,860.      808,950.      MT  (+/- 180 meters Scaled)
 QZ0380
 QZ0380                          SUPERSEDED SURVEY CONTROL
 QZ0380
 QZ0380  NGVD 29 (??/??/92) 1160.811  (m)         3808.43   (f) ADJ UNCH    2 0
 QZ0380
 QZ0380.Superseded values are not recommended for survey control.
 QZ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0380.See file dsdata.txt to determine how the superseded data were derived.
 QZ0380
 QZ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK073924(NAD 83)
 QZ0380_MARKER: DB = BENCH MARK DISK
 QZ0380_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0380_SP_SET: ROCK OUTCROP
 QZ0380_STAMPING: J 327 1948
 QZ0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0380+STABILITY: POSITION/ELEVATION WELL
 QZ0380
 QZ0380  HISTORY     - Date     Condition        Report By
 QZ0380  HISTORY     - 1948     MONUMENTED       CGS
 QZ0380
 QZ0380                          STATION DESCRIPTION
 QZ0380
 QZ0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0380'7.5 MI N FROM MOUTH OF SECESH RIVER.
 QZ0380'ABOUT 7.5 MILES NORTH ALONG THE SOUTH FORK TRAIL FROM THE MOUTH OF THE
 QZ0380'SECESH RIVER, ABOUT 0.2 MILE NORTH OF A LOG CABIN, ABOUT 0.1 MILE
 QZ0380'NORTH OF RESERVOIR CREEK, AT A ROCK BLUFF, 41.0 FEET SOUTH OF THE
 QZ0380'CENTER LINE OF THE TRAIL, SET IN THE TOP OF A PROMINENT ROCK OUTCROP
 QZ0380'PROJECTING 3.0 FEET ABOVE THE GROUND AND ABOUT 10 FEET BELOW THE
 QZ0380'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0407 ***********************************************************************
 QZ0407  DESIGNATION -  J 328
 QZ0407  PID         -  QZ0407
 QZ0407  STATE/COUNTY-  ID/IDAHO
 QZ0407  USGS QUAD   -  PILOT PEAK (1969)
 QZ0407
 QZ0407                         *CURRENT SURVEY CONTROL
 QZ0407  ___________________________________________________________________
 QZ0407* NAD 83(1986)-  45 14 51.     (N)    115 31 30.     (W)     SCALED    
 QZ0407* NAVD 88     -       862.712  (meters)    2830.41   (feet)  ADJUSTED  
 QZ0407  ___________________________________________________________________
 QZ0407  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 QZ0407  DYNAMIC HT  -         862.208 (meters)    2828.76  (feet)  COMP
 QZ0407  MODELED GRAV-     980,009.8   (mgal)                       NAVD 88
 QZ0407
 QZ0407  VERT ORDER  -  SECOND    CLASS 0
 QZ0407
 QZ0407.The horizontal coordinates were scaled from a topographic map and have
 QZ0407.an estimated accuracy of +/- 6 seconds.
 QZ0407
 QZ0407.The orthometric height was determined by differential leveling
 QZ0407.and adjusted by the National Geodetic Survey in June 1991..
 QZ0407
 QZ0407.The geoid height was determined by GEOID03.
 QZ0407
 QZ0407.The dynamic height is computed by dividing the NAVD 88
 QZ0407.geopotential number by the normal gravity value computed on the
 QZ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0407.degrees latitude (g = 980.6199 gals.).
 QZ0407
 QZ0407.The modeled gravity was interpolated from observed gravity values.
 QZ0407
 QZ0407;                    North         East    Units  Estimated Accuracy
 QZ0407;SPC ID W     -   397,840.      817,660.      MT  (+/- 180 meters Scaled)
 QZ0407
 QZ0407                          SUPERSEDED SURVEY CONTROL
 QZ0407
 QZ0407  NGVD 29 (??/??/92)  861.382  (m)         2826.05   (f) ADJ UNCH    2 0
 QZ0407
 QZ0407.Superseded values are not recommended for survey control.
 QZ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0407.See file dsdata.txt to determine how the superseded data were derived.
 QZ0407
 QZ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL157115(NAD 83)
 QZ0407_MARKER: DB = BENCH MARK DISK
 QZ0407_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0407_SP_SET: ROCK OUTCROP
 QZ0407_STAMPING: J 328 1948
 QZ0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0407+STABILITY: POSITION/ELEVATION WELL
 QZ0407
 QZ0407  HISTORY     - Date     Condition        Report By
 QZ0407  HISTORY     - 1948     MONUMENTED       CGS
 QZ0407
 QZ0407                          STATION DESCRIPTION
 QZ0407
 QZ0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0407'7.7 MI N FROM SOUTH FORK GUARD STATION.
 QZ0407'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0407'STATION, THENCE 5.7 MILES NORTH ALONG THE SOUTH FORK TRAIL, ABOUT 0.2
 QZ0407'MILE SOUTH OF THE MOUTH OF RATTLESNAKE CREEK, IN A SADDLE, 33.0 FEET
 QZ0407'SOUTHEAST OF A 10-INCH PINE TREE WITH A TRIANGULAR BLAZE, 17.5 FEET
 QZ0407'EAST OF THE CENTER LINE OF THE TRAIL, SET IN THE TOP OF A GRANITE ROCK
 QZ0407'OUTCROP PROJECTING 5.0 FEET ABOVE THE GROUND AND ABOUT 10 FEET BELOW
 QZ0407'THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0239 ***********************************************************************
 QA0239  DESIGNATION -  J 329
 QA0239  PID         -  QA0239
 QA0239  STATE/COUNTY-  ID/VALLEY
 QA0239  USGS QUAD   -  HONEYMOON LAKE (1990)
 QA0239
 QA0239                         *CURRENT SURVEY CONTROL
 QA0239  ___________________________________________________________________
 QA0239* NAD 83(1986)-  44 37 06.     (N)    115 24 27.     (W)     SCALED    
 QA0239* NAVD 88     -      2554.838  (meters)    8382.00   (feet)  ADJUSTED  
 QA0239  ___________________________________________________________________
 QA0239  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 QA0239  DYNAMIC HT  -        2553.154 (meters)    8376.47  (feet)  COMP
 QA0239  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 QA0239
 QA0239  VERT ORDER  -  SECOND    CLASS 0
 QA0239
 QA0239.The horizontal coordinates were scaled from a topographic map and have
 QA0239.an estimated accuracy of +/- 6 seconds.
 QA0239
 QA0239.The orthometric height was determined by differential leveling
 QA0239.and adjusted by the National Geodetic Survey in June 1991..
 QA0239
 QA0239.The geoid height was determined by GEOID03.
 QA0239
 QA0239.The dynamic height is computed by dividing the NAVD 88
 QA0239.geopotential number by the normal gravity value computed on the
 QA0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0239.degrees latitude (g = 980.6199 gals.).
 QA0239
 QA0239.The modeled gravity was interpolated from observed gravity values.
 QA0239
 QA0239;                    North         East    Units  Estimated Accuracy
 QA0239;SPC ID W     -   327,950.      827,180.      MT  (+/- 180 meters Scaled)
 QA0239
 QA0239                          SUPERSEDED SURVEY CONTROL
 QA0239
 QA0239  NGVD 29 (??/??/92) 2553.368  (m)         8377.17   (f) ADJ UNCH    2 0
 QA0239
 QA0239.Superseded values are not recommended for survey control.
 QA0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0239.See file dsdata.txt to determine how the superseded data were derived.
 QA0239
 QA0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK263417(NAD 83)
 QA0239_MARKER: DB = BENCH MARK DISK
 QA0239_SETTING: 66 = SET IN ROCK OUTCROP
 QA0239_SP_SET: ROCK OUTCROP
 QA0239_STAMPING: J 329 1948
 QA0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0239+STABILITY: POSITION/ELEVATION WELL
 QA0239
 QA0239  HISTORY     - Date     Condition        Report By
 QA0239  HISTORY     - 1948     MONUMENTED       CGS
 QA0239
 QA0239                          STATION DESCRIPTION
 QA0239
 QA0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0239'12.4 MI E FROM LANDMARK RANGER STATION.
 QA0239'12.4 MILES EAST ALONG THE LANDMARK-LUCKY LAD MINE ROAD FROM THE RANGER
 QA0239'STATION AT LANDMARK, ABOUT 12.3 MILES WEST OF THE LUCKY LAD MINE, AT
 QA0239'THE TOP OF A RIDGE, ON A ROCKY SLOPE, 49.5 FEET EAST OF THE CENTER
 QA0239'LINE OF THE ROAD, 10.5 FEET SOUTHWEST OF AN 8-INCH PINE TREE WITH A
 QA0239'TRIANGULAR BLAZE, SET IN THE TOP OF A PROMINENT ROCK OUTCROP
 QA0239'PROJECTING 2.0 FEET ABOVE THE GROUND AND ABOUT 6 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0303 ***********************************************************************
 PZ0303  DESIGNATION -  J 33
 PZ0303  PID         -  PZ0303
 PZ0303  STATE/COUNTY-  ID/LEMHI
 PZ0303  USGS QUAD   -  PURCELL SPRING (1989)
 PZ0303
 PZ0303                         *CURRENT SURVEY CONTROL
 PZ0303  ___________________________________________________________________
 PZ0303* NAD 83(1986)-  44 34 42.     (N)    113 18 39.     (W)     SCALED    
 PZ0303* NAVD 88     -      1948.391  (meters)    6392.35   (feet)  ADJUSTED  
 PZ0303  ___________________________________________________________________
 PZ0303  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 PZ0303  DYNAMIC HT  -        1947.222 (meters)    6388.51  (feet)  COMP
 PZ0303  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 PZ0303
 PZ0303  VERT ORDER  -  SECOND    CLASS 0
 PZ0303
 PZ0303.The horizontal coordinates were scaled from a topographic map and have
 PZ0303.an estimated accuracy of +/- 6 seconds.
 PZ0303
 PZ0303.The orthometric height was determined by differential leveling
 PZ0303.and adjusted by the National Geodetic Survey in June 1991..
 PZ0303
 PZ0303.The geoid height was determined by GEOID03.
 PZ0303
 PZ0303.The dynamic height is computed by dividing the NAVD 88
 PZ0303.geopotential number by the normal gravity value computed on the
 PZ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0303.degrees latitude (g = 980.6199 gals.).
 PZ0303
 PZ0303.The modeled gravity was interpolated from observed gravity values.
 PZ0303
 PZ0303;                    North         East    Units  Estimated Accuracy
 PZ0303;SPC ID C     -   323,690.      554,730.      MT  (+/- 180 meters Scaled)
 PZ0303
 PZ0303                          SUPERSEDED SURVEY CONTROL
 PZ0303
 PZ0303  NGVD 29 (??/??/92) 1946.958  (m)         6387.64   (f) ADJ UNCH    2 0
 PZ0303
 PZ0303.Superseded values are not recommended for survey control.
 PZ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0303.See file dsdata.txt to determine how the superseded data were derived.
 PZ0303
 PZ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ165387(NAD 83)
 PZ0303_MARKER: DB = BENCH MARK DISK
 PZ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0303_STAMPING: J 33 1934
 PZ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0303+STABILITY: SURFACE MOTION
 PZ0303
 PZ0303  HISTORY     - Date     Condition        Report By
 PZ0303  HISTORY     - 1934     MONUMENTED       CGS
 PZ0303
 PZ0303                          STATION DESCRIPTION
 PZ0303
 PZ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PZ0303'7.7 MI SE FROM LEADORE.
 PZ0303'ABOUT 7.7 MILES SOUTHEAST ALONG THE GILMORE AND PITTSBURGH RAILROAD
 PZ0303'FROM THE STATION AT LEADORE, LEMHI COUNTY, ABOUT 0.4 MILE SOUTHEAST OF
 PZ0303'THE JUNCTION OF 2 ROWS OF POLES, ABOUT 0.3 MILE NORTHWEST OF THE
 PZ0303'CROSSING OF A TRAIL, ABOUT 95 FEET NORTHEAST OF THE CENTER LINE OF A
 PZ0303'HIGHWAY, ABOUT 60 FEET SOUTH OF THE POINT OF TANGENCY OF A RAILROAD
 PZ0303'CURVE, AND 42 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK.  A
 PZ0303'STANDARD DISK, STAMPED J 33 1934 AND SET IN THE TOP OF A CONCRETE
 PZ0303'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0228 ***********************************************************************
 PZ0228  DESIGNATION -  J 33
 PZ0228  PID         -  PZ0228
 PZ0228  STATE/COUNTY-  ID/CLARK
 PZ0228  USGS QUAD   -  LIDY HOT SPRINGS (1969)
 PZ0228
 PZ0228                         *CURRENT SURVEY CONTROL
 PZ0228  ___________________________________________________________________
 PZ0228* NAD 83(1986)-  44 07 31.     (N)    112 33 09.     (W)     SCALED    
 PZ0228* NAVD 88     -      1518.436  (meters)    4981.74   (feet)  ADJUSTED  
 PZ0228  ___________________________________________________________________
 PZ0228  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 PZ0228  DYNAMIC HT  -        1517.688 (meters)    4979.28  (feet)  COMP
 PZ0228  MODELED GRAV-     980,072.6   (mgal)                       NAVD 88
 PZ0228
 PZ0228  VERT ORDER  -  SECOND    CLASS 0
 PZ0228
 PZ0228.The horizontal coordinates were scaled from a topographic map and have
 PZ0228.an estimated accuracy of +/- 6 seconds.
 PZ0228
 PZ0228.The orthometric height was determined by differential leveling
 PZ0228.and adjusted by the National Geodetic Survey in June 1991..
 PZ0228
 PZ0228.The geoid height was determined by GEOID03.
 PZ0228
 PZ0228.The dynamic height is computed by dividing the NAVD 88
 PZ0228.geopotential number by the normal gravity value computed on the
 PZ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0228.degrees latitude (g = 980.6199 gals.).
 PZ0228
 PZ0228.The modeled gravity was interpolated from observed gravity values.
 PZ0228
 PZ0228;                    North         East    Units  Estimated Accuracy
 PZ0228;SPC ID E     -   273,190.      169,120.      MT  (+/- 180 meters Scaled)
 PZ0228
 PZ0228                          SUPERSEDED SURVEY CONTROL
 PZ0228
 PZ0228  NGVD 29 (??/??/92) 1517.321  (m)         4978.08   (f) ADJ UNCH    2 0
 PZ0228
 PZ0228.Superseded values are not recommended for survey control.
 PZ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0228.See file dsdata.txt to determine how the superseded data were derived.
 PZ0228
 PZ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP757869(NAD 83)
 PZ0228_MARKER: P = PIPE CAP
 PZ0228_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0228_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0228_STAMPING: J 33 1929
 PZ0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0228
 PZ0228  HISTORY     - Date     Condition        Report By
 PZ0228  HISTORY     - 1929     MONUMENTED       USGS
 PZ0228  HISTORY     - 20000601 MARK NOT FOUND   IDTD
 PZ0228
 PZ0228                          STATION DESCRIPTION
 PZ0228
 PZ0228'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0228'19.9 MI SW FROM DUBOIS.
 PZ0228'19.9 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0228'DUBOIS, CLARK COUNTY, 0.1 MILE SOUTHWEST OF LIDY HOT SPRINGS, 500 FEET
 PZ0228'SOUTHWEST OF A BATH HOUSE, AND 75 FEET SOUTH OF THE CENTERLINE OF THE
 PZ0228'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED J 33
 PZ0228'1929 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 PZ0228
 PZ0228                          STATION RECOVERY (2000)
 PZ0228
 PZ0228'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 PZ0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0614 ***********************************************************************
 QA0614  DESIGNATION -  J 330
 QA0614  PID         -  QA0614
 QA0614  STATE/COUNTY-  ID/VALLEY
 QA0614  USGS QUAD   -  TYNDALL MEADOWS (1988)
 QA0614
 QA0614                         *CURRENT SURVEY CONTROL
 QA0614  ___________________________________________________________________
 QA0614* NAD 83(1986)-  44 34 06.     (N)    115 32 32.     (W)     SCALED    
 QA0614* NAVD 88     -      2058.866  (meters)    6754.80   (feet)  ADJUSTED  
 QA0614  ___________________________________________________________________
 QA0614  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 QA0614  DYNAMIC HT  -        2057.618 (meters)    6750.70  (feet)  COMP
 QA0614  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 QA0614
 QA0614  VERT ORDER  -  SECOND    CLASS 0
 QA0614
 QA0614.The horizontal coordinates were scaled from a topographic map and have
 QA0614.an estimated accuracy of +/- 6 seconds.
 QA0614
 QA0614.The orthometric height was determined by differential leveling
 QA0614.and adjusted by the National Geodetic Survey in June 1991..
 QA0614
 QA0614.The geoid height was determined by GEOID03.
 QA0614
 QA0614.The dynamic height is computed by dividing the NAVD 88
 QA0614.geopotential number by the normal gravity value computed on the
 QA0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0614.degrees latitude (g = 980.6199 gals.).
 QA0614
 QA0614.The modeled gravity was interpolated from observed gravity values.
 QA0614
 QA0614;                    North         East    Units  Estimated Accuracy
 QA0614;SPC ID W     -   322,360.      816,500.      MT  (+/- 180 meters Scaled)
 QA0614
 QA0614                          SUPERSEDED SURVEY CONTROL
 QA0614
 QA0614  NGVD 29 (??/??/92) 2057.481  (m)         6750.25   (f) ADJ UNCH    2 0
 QA0614
 QA0614.Superseded values are not recommended for survey control.
 QA0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0614.See file dsdata.txt to determine how the superseded data were derived.
 QA0614
 QA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK157360(NAD 83)
 QA0614_MARKER: DB = BENCH MARK DISK
 QA0614_SETTING: 80 = SET IN A BOULDER
 QA0614_SP_SET: BOULDER
 QA0614_STAMPING: J 330 1948
 QA0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0614+STABILITY: SURFACE MOTION
 QA0614
 QA0614  HISTORY     - Date     Condition        Report By
 QA0614  HISTORY     - 1948     MONUMENTED       CGS
 QA0614
 QA0614                          STATION DESCRIPTION
 QA0614
 QA0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0614'7.7 MI S FROM LANDMARK RANGER STATION.
 QA0614'7.7 MILES SOUTH ALONG THE LANDMARK-STANLEY ROAD FROM THE RANGER
 QA0614'STATION AT LANDMARK, NEAR A SMALL STREAM, 88.5 FEET EAST OF THE CENTER
 QA0614'LINE OF THE ROAD, 81.0 FEET EAST OF THE EAST END OF A 14-INCH STEEL
 QA0614'CULVERT, SET IN THE TOP OF A LARGE GRANITE BOULDER PROJECTING 2.5 FEET
 QA0614'ABOVE THE GROUND AND ABOUT 6 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0478 ***********************************************************************
 QA0478  DESIGNATION -  J 331
 QA0478  PID         -  QA0478
 QA0478  STATE/COUNTY-  ID/VALLEY
 QA0478  USGS QUAD   -  BERNARD MOUNTAIN (1988)
 QA0478
 QA0478                         *CURRENT SURVEY CONTROL
 QA0478  ___________________________________________________________________
 QA0478* NAD 83(1986)-  44 24 39.     (N)    115 32 26.     (W)     SCALED    
 QA0478* NAVD 88     -      1975.620  (meters)    6481.68   (feet)  ADJUSTED  
 QA0478  ___________________________________________________________________
 QA0478  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 QA0478  DYNAMIC HT  -        1974.421 (meters)    6477.75  (feet)  COMP
 QA0478  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 QA0478
 QA0478  VERT ORDER  -  SECOND    CLASS 0
 QA0478
 QA0478.The horizontal coordinates were scaled from a topographic map and have
 QA0478.an estimated accuracy of +/- 6 seconds.
 QA0478
 QA0478.The orthometric height was determined by differential leveling
 QA0478.and adjusted by the National Geodetic Survey in June 1991..
 QA0478
 QA0478.The geoid height was determined by GEOID03.
 QA0478
 QA0478.The dynamic height is computed by dividing the NAVD 88
 QA0478.geopotential number by the normal gravity value computed on the
 QA0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0478.degrees latitude (g = 980.6199 gals.).
 QA0478
 QA0478.The modeled gravity was interpolated from observed gravity values.
 QA0478
 QA0478;                    North         East    Units  Estimated Accuracy
 QA0478;SPC ID W     -   304,860.      816,680.      MT  (+/- 180 meters Scaled)
 QA0478
 QA0478                          SUPERSEDED SURVEY CONTROL
 QA0478
 QA0478  NGVD 29 (??/??/92) 1974.264  (m)         6477.23   (f) ADJ UNCH    2 0
 QA0478
 QA0478.Superseded values are not recommended for survey control.
 QA0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0478.See file dsdata.txt to determine how the superseded data were derived.
 QA0478
 QA0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK162185(NAD 83)
 QA0478_MARKER: DB = BENCH MARK DISK
 QA0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0478_STAMPING: J 331 1948
 QA0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0478+STABILITY: SURFACE MOTION
 QA0478
 QA0478  HISTORY     - Date     Condition        Report By
 QA0478  HISTORY     - 1948     MONUMENTED       CGS
 QA0478
 QA0478                          STATION DESCRIPTION
 QA0478
 QA0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0478'6.7 MI SE FROM UPPER DEADWOOD G. S..
 QA0478'6.7 MILES SOUTHEAST ALONG THE LANDMARK-STANLEY ROAD FROM THE UPPER
 QA0478'DEADWOOD GUARD STATION, ABOUT 7.3 MILES WEST OF THE ELK CREEK RANGER
 QA0478'STATION, ON THE INSIDE OF A CURVE, AT A GROUP OF SMALL PINE TREES,
 QA0478'55.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 11.0 FEET EAST OF
 QA0478'A 6-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A
 QA0478'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  WITNESS POST SET
 QA0478'2.7 FEET EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0312 ***********************************************************************
 QA0312  DESIGNATION -  J 332
 QA0312  PID         -  QA0312
 QA0312  STATE/COUNTY-  ID/CUSTER
 QA0312  USGS QUAD   -  CAPE HORN LAKES (1972)
 QA0312
 QA0312                         *CURRENT SURVEY CONTROL
 QA0312  ___________________________________________________________________
 QA0312* NAD 83(1986)-  44 23 02.     (N)    115 09 06.     (W)     SCALED    
 QA0312* NAVD 88     -      2006.352  (meters)    6582.51   (feet)  ADJUSTED  
 QA0312  ___________________________________________________________________
 QA0312  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 QA0312  DYNAMIC HT  -        2005.162 (meters)    6578.60  (feet)  COMP
 QA0312  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 QA0312
 QA0312  VERT ORDER  -  SECOND    CLASS 0
 QA0312
 QA0312.The horizontal coordinates were scaled from a topographic map and have
 QA0312.an estimated accuracy of +/- 6 seconds.
 QA0312
 QA0312.The orthometric height was determined by differential leveling
 QA0312.and adjusted by the National Geodetic Survey in June 1991..
 QA0312
 QA0312.The geoid height was determined by GEOID03.
 QA0312
 QA0312.The dynamic height is computed by dividing the NAVD 88
 QA0312.geopotential number by the normal gravity value computed on the
 QA0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0312.degrees latitude (g = 980.6199 gals.).
 QA0312
 QA0312.The modeled gravity was interpolated from observed gravity values.
 QA0312
 QA0312;                    North         East    Units  Estimated Accuracy
 QA0312;SPC ID C     -   302,490.      408,230.      MT  (+/- 180 meters Scaled)
 QA0312
 QA0312                          SUPERSEDED SURVEY CONTROL
 QA0312
 QA0312  NGVD 29 (??/??/92) 2005.060  (m)         6578.27   (f) ADJ UNCH    2 0
 QA0312
 QA0312.Superseded values are not recommended for survey control.
 QA0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0312.See file dsdata.txt to determine how the superseded data were derived.
 QA0312
 QA0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK472161(NAD 83)
 QA0312_MARKER: DB = BENCH MARK DISK
 QA0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0312_STAMPING: J 332 1948
 QA0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0312+STABILITY: SURFACE MOTION
 QA0312
 QA0312  HISTORY     - Date     Condition        Report By
 QA0312  HISTORY     - 1948     MONUMENTED       CGS
 QA0312  HISTORY     - 1955     GOOD             NGS
 QA0312  HISTORY     - 1974     GOOD             USGS
 QA0312
 QA0312                          STATION DESCRIPTION
 QA0312
 QA0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0312'2.0 MI NW FROM CAPE HORN G S.
 QA0312'0.4 MILE WEST ALONG THE CAPE HORN DRIVEWAY FROM THE CAPE HORN GUARD
 QA0312'STATION, THENCE 1.6 MILES NORTHWEST ALONG THE LANDMARK-STANLEY ROAD,
 QA0312'AT THE Y INTERSECTION OF THE LANDMARK-STANLEY ROAD AND A DIRT ROAD
 QA0312'LEADING NORTH TO THE CAPE HORN LODGE, 30.5 FEET SOUTH OF THE CENTER
 QA0312'LINE OF THE LANDMARK-STANLEY ROAD, 3.5 FEET WEST OF A TELEPHONE POLE,
 QA0312'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 QA0312'GROUND.  WITNESS POST SET 2.0 FEET WEST OF THE STATION.
 QA0312
 QA0312                          STATION RECOVERY (1955)
 QA0312
 QA0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QA0312'RECOVERED IN GOOD CONDITION.
 QA0312
 QA0312                          STATION RECOVERY (1974)
 QA0312
 QA0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QA0312'0.4 MILES WEST ALONG THE CAPE HORN DRIVEWAY FROM THE CAPE HORN GUARD
 QA0312'STATION, THENCE 1.6 MILES ALONG THE OLD LANDMARK-STANLEY ROAD, (NAME
 QA0312'NO LONGER IN USE), AT THE Y INTERSECTION OF THE OLD LANDMARK-STANLEY
 QA0312'ROAD AND A DIRT ROAD LEADING NORTH TO THE BRADLEY MEMORIAL BOY SCOUT
 QA0312'CAMP, 30 FEET SOUTH OF THE CENTERLINE OF THE OLD LANDMARK-STANLEY
 QA0312'ROAD, 5 FEET NORTH OF RAIL FENCE, 3.5 FEET WEST OF A TELEPHONE POLE,
 QA0312'SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0753 ***********************************************************************
 OZ0753  DESIGNATION -  J 333
 OZ0753  PID         -  OZ0753
 OZ0753  STATE/COUNTY-  ID/ELMORE
 OZ0753  USGS QUAD   -  SHEEP CREEK (1964)
 OZ0753
 OZ0753                         *CURRENT SURVEY CONTROL
 OZ0753  ___________________________________________________________________
 OZ0753* NAD 83(1986)-  43 43 20.     (N)    115 36 23.     (W)     SCALED    
 OZ0753* NAVD 88     -      1086.732  (meters)    3565.39   (feet)  ADJUSTED  
 OZ0753  ___________________________________________________________________
 OZ0753  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 OZ0753  DYNAMIC HT  -        1086.113 (meters)    3563.36  (feet)  COMP
 OZ0753  MODELED GRAV-     980,015.3   (mgal)                       NAVD 88
 OZ0753
 OZ0753  VERT ORDER  -  SECOND    CLASS 0
 OZ0753
 OZ0753.The horizontal coordinates were scaled from a topographic map and have
 OZ0753.an estimated accuracy of +/- 6 seconds.
 OZ0753
 OZ0753.The orthometric height was determined by differential leveling
 OZ0753.and adjusted by the National Geodetic Survey in June 1991..
 OZ0753
 OZ0753.The geoid height was determined by GEOID03.
 OZ0753
 OZ0753.The dynamic height is computed by dividing the NAVD 88
 OZ0753.geopotential number by the normal gravity value computed on the
 OZ0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0753.degrees latitude (g = 980.6199 gals.).
 OZ0753
 OZ0753.The modeled gravity was interpolated from observed gravity values.
 OZ0753
 OZ0753;                    North         East    Units  Estimated Accuracy
 OZ0753;SPC ID W     -   228,340.      811,570.      MT  (+/- 180 meters Scaled)
 OZ0753
 OZ0753                          SUPERSEDED SURVEY CONTROL
 OZ0753
 OZ0753  NGVD 29 (??/??/92) 1085.548  (m)         3561.50   (f) ADJ UNCH    2 0
 OZ0753
 OZ0753.Superseded values are not recommended for survey control.
 OZ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0753.See file dsdata.txt to determine how the superseded data were derived.
 OZ0753
 OZ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ122419(NAD 83)
 OZ0753_MARKER: DB = BENCH MARK DISK
 OZ0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0753_SP_SET: ABUTMENT
 OZ0753_STAMPING: J 333 1950
 OZ0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0753
 OZ0753  HISTORY     - Date     Condition        Report By
 OZ0753  HISTORY     - 1950     MONUMENTED       CGS
 OZ0753
 OZ0753                          STATION DESCRIPTION
 OZ0753
 OZ0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0753'7.5 MI NE FROM TWIN SPRINGS.
 OZ0753'7.5 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0753'POST OFFICE AT TWIN SPRINGS, AT A WOOD AND STEEL BRIDGE OVER THE
 OZ0753'MIDDLE FORK BOISE RIVER, IN THE TOP OF THE SOUTHEAST END OF THE
 OZ0753'SOUTHWEST CONCRETE ABUTMENT, 8 1/2 FEET SOUTHEAST OF THE CENTER LINE
 OZ0753'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0351 ***********************************************************************
 OZ0351  DESIGNATION -  J 334
 OZ0351  PID         -  OZ0351
 OZ0351  STATE/COUNTY-  ID/ELMORE
 OZ0351  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0351
 OZ0351                         *CURRENT SURVEY CONTROL
 OZ0351  ___________________________________________________________________
 OZ0351* NAD 83(1986)-  43 49 26.     (N)    115 15 10.     (W)     SCALED    
 OZ0351* NAVD 88     -      1473.671  (meters)    4834.87   (feet)  ADJUSTED  
 OZ0351  ___________________________________________________________________
 OZ0351  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 OZ0351  DYNAMIC HT  -        1472.840 (meters)    4832.14  (feet)  COMP
 OZ0351  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 OZ0351
 OZ0351  VERT ORDER  -  SECOND    CLASS 0
 OZ0351
 OZ0351.The horizontal coordinates were scaled from a topographic map and have
 OZ0351.an estimated accuracy of +/- 6 seconds.
 OZ0351
 OZ0351.The orthometric height was determined by differential leveling
 OZ0351.and adjusted by the National Geodetic Survey in June 1991..
 OZ0351
 OZ0351.The geoid height was determined by GEOID03.
 OZ0351
 OZ0351.The dynamic height is computed by dividing the NAVD 88
 OZ0351.geopotential number by the normal gravity value computed on the
 OZ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0351.degrees latitude (g = 980.6199 gals.).
 OZ0351
 OZ0351.The modeled gravity was interpolated from observed gravity values.
 OZ0351
 OZ0351;                    North         East    Units  Estimated Accuracy
 OZ0351;SPC ID W     -   239,750.      840,000.      MT  (+/- 180 meters Scaled)
 OZ0351
 OZ0351                          SUPERSEDED SURVEY CONTROL
 OZ0351
 OZ0351  NGVD 29 (??/??/92) 1472.460  (m)         4830.90   (f) ADJ UNCH    2 0
 OZ0351
 OZ0351.Superseded values are not recommended for survey control.
 OZ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0351.See file dsdata.txt to determine how the superseded data were derived.
 OZ0351
 OZ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ404537(NAD 83)
 OZ0351_MARKER: DB = BENCH MARK DISK
 OZ0351_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0351_SP_SET: OUTCROP
 OZ0351_STAMPING: J 334 1950
 OZ0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0351+STABILITY: POSITION/ELEVATION WELL
 OZ0351
 OZ0351  HISTORY     - Date     Condition        Report By
 OZ0351  HISTORY     - 1950     MONUMENTED       CGS
 OZ0351  HISTORY     - 1955     GOOD             NGS
 OZ0351
 OZ0351                          STATION DESCRIPTION
 OZ0351
 OZ0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0351'7.7 MI W FROM ATLANTA.
 OZ0351'7.7 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0351'OFFICE AT ATLANTA, 0.75 MILE EAST OF A CABIN, IN TOP OF THE WEST ONE
 OZ0351'OF THREE PROJECTIONS OF OUTCROP, 107 FEET NORTHWEST OF AND ACROSS THE
 OZ0351'ROAD FROM A 24-INCH TRIANGULAR-BLAZED PINE TREE, 50 FEET NORTH OF THE
 OZ0351'CENTER LINE OF THE ROAD, 41 FEET NORTH OF THE CENTER OF THE NORTH END
 OZ0351'OF A 12-INCH CORRUGATED METAL PIPE CULVERT, 25 1/2 FEET NORTHEAST OF A
 OZ0351'30-INCH LEANING PINE TREE, ABOUT 25 FEET HIGHER THAN THE ROAD, AND
 OZ0351'MARKED BY THE WHITE PAINTED LETTERS BM.
 OZ0351
 OZ0351                          STATION RECOVERY (1955)
 OZ0351
 OZ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OZ0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0127 ***********************************************************************
 OZ0127  DESIGNATION -  J 335
 OZ0127  PID         -  OZ0127
 OZ0127  STATE/COUNTY-  ID/GOODING
 OZ0127  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0127
 OZ0127                         *CURRENT SURVEY CONTROL
 OZ0127  ___________________________________________________________________
 OZ0127* NAD 83(1986)-  43 03 35.     (N)    114 41 32.     (W)     SCALED    
 OZ0127* NAVD 88     -      1200.485  (meters)    3938.59   (feet)  ADJUSTED  
 OZ0127  ___________________________________________________________________
 OZ0127  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 OZ0127  DYNAMIC HT  -        1199.865 (meters)    3936.56  (feet)  COMP
 OZ0127  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 OZ0127
 OZ0127  VERT ORDER  -  SECOND    CLASS 0
 OZ0127
 OZ0127.The horizontal coordinates were scaled from a topographic map and have
 OZ0127.an estimated accuracy of +/- 6 seconds.
 OZ0127
 OZ0127.The orthometric height was determined by differential leveling
 OZ0127.and adjusted by the National Geodetic Survey in June 1991..
 OZ0127
 OZ0127.The geoid height was determined by GEOID03.
 OZ0127
 OZ0127.The dynamic height is computed by dividing the NAVD 88
 OZ0127.geopotential number by the normal gravity value computed on the
 OZ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0127.degrees latitude (g = 980.6199 gals.).
 OZ0127
 OZ0127.The modeled gravity was interpolated from observed gravity values.
 OZ0127
 OZ0127;                    North         East    Units  Estimated Accuracy
 OZ0127;SPC ID C     -   154,970.      443,610.      MT  (+/- 180 meters Scaled)
 OZ0127
 OZ0127                          SUPERSEDED SURVEY CONTROL
 OZ0127
 OZ0127  NGVD 29 (??/??/92) 1199.567  (m)         3935.58   (f) ADJ UNCH    2 0
 OZ0127
 OZ0127.Superseded values are not recommended for survey control.
 OZ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0127.See file dsdata.txt to determine how the superseded data were derived.
 OZ0127
 OZ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH879700(NAD 83)
 OZ0127_MARKER: DB = BENCH MARK DISK
 OZ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0127_STAMPING: J 335 1935
 OZ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0127+STABILITY: SURFACE MOTION
 OZ0127
 OZ0127  HISTORY     - Date     Condition        Report By
 OZ0127  HISTORY     - 1935     MONUMENTED       CGS
 OZ0127  HISTORY     - 1950     GOOD             NGS
 OZ0127
 OZ0127                          STATION DESCRIPTION
 OZ0127
 OZ0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0127'9.3 MI N FROM GOODING.
 OZ0127'9.3 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0127'GOODING, 0.2 MILE NORTH OF A TRACK ROAD CROSSING, 46 1/2 FEET WEST OF
 OZ0127'THE CENTER LINE OF THE HIGHWAY, 3.2 FEET NORTH OF A WITNESS POST,
 OZ0127'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OZ0127'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0223 ***********************************************************************
 OZ0223  DESIGNATION -  J 336
 OZ0223  PID         -  OZ0223
 OZ0223  STATE/COUNTY-  ID/CAMAS
 OZ0223  USGS QUAD   -  MACON (1986)
 OZ0223
 OZ0223                         *CURRENT SURVEY CONTROL
 OZ0223  ___________________________________________________________________
 OZ0223* NAD 83(1986)-  43 22 25.     (N)    114 34 39.     (W)     SCALED    
 OZ0223* NAVD 88     -      1572.268  (meters)    5158.35   (feet)  ADJUSTED  
 OZ0223  ___________________________________________________________________
 OZ0223  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 OZ0223  DYNAMIC HT  -        1571.371 (meters)    5155.41  (feet)  COMP
 OZ0223  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 OZ0223
 OZ0223  VERT ORDER  -  SECOND    CLASS 0
 OZ0223
 OZ0223.The horizontal coordinates were scaled from a topographic map and have
 OZ0223.an estimated accuracy of +/- 6 seconds.
 OZ0223
 OZ0223.The orthometric height was determined by differential leveling
 OZ0223.and adjusted by the National Geodetic Survey in June 1991..
 OZ0223
 OZ0223.The geoid height was determined by GEOID03.
 OZ0223
 OZ0223.The dynamic height is computed by dividing the NAVD 88
 OZ0223.geopotential number by the normal gravity value computed on the
 OZ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0223.degrees latitude (g = 980.6199 gals.).
 OZ0223
 OZ0223.The modeled gravity was interpolated from observed gravity values.
 OZ0223
 OZ0223;                    North         East    Units  Estimated Accuracy
 OZ0223;SPC ID C     -   189,770.      453,200.      MT  (+/- 180 meters Scaled)
 OZ0223
 OZ0223                          SUPERSEDED SURVEY CONTROL
 OZ0223
 OZ0223  NGVD 29 (??/??/92) 1571.187  (m)         5154.80   (f) ADJ UNCH    2 0
 OZ0223
 OZ0223.Superseded values are not recommended for survey control.
 OZ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0223.See file dsdata.txt to determine how the superseded data were derived.
 OZ0223
 OZ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ962051(NAD 83)
 OZ0223_MARKER: DB = BENCH MARK DISK
 OZ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0223_STAMPING: J 336 1950
 OZ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0223+STABILITY: SURFACE MOTION
 OZ0223
 OZ0223  HISTORY     - Date     Condition        Report By
 OZ0223  HISTORY     - 1950     MONUMENTED       CGS
 OZ0223  HISTORY     - 1956     MARK NOT FOUND   NGS
 OZ0223  HISTORY     - 1981     GOOD             USGS
 OZ0223
 OZ0223                          STATION DESCRIPTION
 OZ0223
 OZ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0223'13.2 MI E FROM FAIRFIELD.
 OZ0223'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0223'THENCE 12.9 MILES EAST ALONG STATE HIGHWAY 22, 0.4 MILE WEST OF THE T
 OZ0223'JUNCTION OF A GRADED ROAD LEADING NORTH TO WILLOW CREEK, ABOUT MIDWAY
 OZ0223'BETWEEN TWO SHARP CURVES, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE
 OZ0223'HIGHWAY, 3.2 FEET SOUTHWEST OF A WITNESS POST, 2.1 FEET NORTHWEST OF A
 OZ0223'FENCE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 OZ0223'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OZ0223
 OZ0223                          STATION RECOVERY (1956)
 OZ0223
 OZ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 OZ0223'MARK NOT FOUND.
 OZ0223
 OZ0223                          STATION RECOVERY (1981)
 OZ0223
 OZ0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0223'FROM HIGH SCHOOL IN FAIRFIELD, IDAHO, GO 2 MILES NORTH TO SOLDIER,
 OZ0223'THENCE 10.7 MILES EAST A OA ALONG DIRT ROAD, THENCE NORTH ON ROAD
 OZ0223'0.35 MILE TO BM ON THE RIGHT, SOUTHEAST OF RD. REST OF DESCRIPTION
 OZ0223'OK. RECOVERY AS DESCRIBED IN 1981.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0247 ***********************************************************************
 OZ0247  DESIGNATION -  J 337
 OZ0247  PID         -  OZ0247
 OZ0247  STATE/COUNTY-  ID/CAMAS
 OZ0247  USGS QUAD   -  FAIRFIELD (1986)
 OZ0247
 OZ0247                         *CURRENT SURVEY CONTROL
 OZ0247  ___________________________________________________________________
 OZ0247* NAD 83(1986)-  43 20 28.     (N)    114 47 32.     (W)     SCALED    
 OZ0247* NAVD 88     -      1541.944  (meters)    5058.86   (feet)  ADJUSTED  
 OZ0247  ___________________________________________________________________
 OZ0247  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0247  DYNAMIC HT  -        1541.053 (meters)    5055.94  (feet)  COMP
 OZ0247  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 OZ0247
 OZ0247  VERT ORDER  -  SECOND    CLASS 0
 OZ0247
 OZ0247.The horizontal coordinates were scaled from a topographic map and have
 OZ0247.an estimated accuracy of +/- 6 seconds.
 OZ0247
 OZ0247.The orthometric height was determined by differential leveling
 OZ0247.and adjusted by the National Geodetic Survey in June 1991..
 OZ0247
 OZ0247.The geoid height was determined by GEOID03.
 OZ0247
 OZ0247.The dynamic height is computed by dividing the NAVD 88
 OZ0247.geopotential number by the normal gravity value computed on the
 OZ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0247.degrees latitude (g = 980.6199 gals.).
 OZ0247
 OZ0247.The modeled gravity was interpolated from observed gravity values.
 OZ0247
 OZ0247;                    North         East    Units  Estimated Accuracy
 OZ0247;SPC ID C     -   186,300.      435,760.      MT  (+/- 180 meters Scaled)
 OZ0247
 OZ0247                          SUPERSEDED SURVEY CONTROL
 OZ0247
 OZ0247  NGVD 29 (??/??/92) 1540.863  (m)         5055.31   (f) ADJ UNCH    2 0
 OZ0247
 OZ0247.Superseded values are not recommended for survey control.
 OZ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0247.See file dsdata.txt to determine how the superseded data were derived.
 OZ0247
 OZ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ789010(NAD 83)
 OZ0247_MARKER: DB = BENCH MARK DISK
 OZ0247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0247_SP_SET: BRIDGE
 OZ0247_STAMPING: J 337 1950
 OZ0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0247
 OZ0247  HISTORY     - Date     Condition        Report By
 OZ0247  HISTORY     - 1950     MONUMENTED       CGS
 OZ0247
 OZ0247                          STATION DESCRIPTION
 OZ0247
 OZ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0247'0.4 MI S FROM FAIRFIELD.
 OZ0247'0.4 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0247'AT THE ENTRANCE TO THE CAMAS COUNTY AIRPORT, AT A WOODEN BRIDGE OVER
 OZ0247'AN IRRIGATION DITCH, IN THE TOP OF THE NORTH END OF THE SOUTHWEST HEAD
 OZ0247'WALL, 51 FEET WEST OF THE CENTER LINE OF CENTER STREET, 10 FEET SOUTH
 OZ0247'OF THE CENTER LINE OF THE AIRPORT ENTRANCE ROAD, ABOUT LEVEL WITH THE
 OZ0247'SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0395 ***********************************************************************
 OZ0395  DESIGNATION -  J 338
 OZ0395  PID         -  OZ0395
 OZ0395  STATE/COUNTY-  ID/ELMORE
 OZ0395  USGS QUAD   -  BEAR RIVER (1972)
 OZ0395
 OZ0395                         *CURRENT SURVEY CONTROL
 OZ0395  ___________________________________________________________________
 OZ0395* NAD 83(1986)-  43 53 17.     (N)    115 22 57.     (W)     SCALED    
 OZ0395* NAVD 88     -      1618.814  (meters)    5311.06   (feet)  ADJUSTED  
 OZ0395  ___________________________________________________________________
 OZ0395  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 OZ0395  DYNAMIC HT  -        1617.885 (meters)    5308.01  (feet)  COMP
 OZ0395  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 OZ0395
 OZ0395  VERT ORDER  -  SECOND    CLASS 0
 OZ0395
 OZ0395.The horizontal coordinates were scaled from a topographic map and have
 OZ0395.an estimated accuracy of +/- 6 seconds.
 OZ0395
 OZ0395.The orthometric height was determined by differential leveling
 OZ0395.and adjusted by the National Geodetic Survey in June 1991..
 OZ0395
 OZ0395.The geoid height was determined by GEOID03.
 OZ0395
 OZ0395.The dynamic height is computed by dividing the NAVD 88
 OZ0395.geopotential number by the normal gravity value computed on the
 OZ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0395.degrees latitude (g = 980.6199 gals.).
 OZ0395
 OZ0395.The modeled gravity was interpolated from observed gravity values.
 OZ0395
 OZ0395;                    North         East    Units  Estimated Accuracy
 OZ0395;SPC ID W     -   246,820.      829,530.      MT  (+/- 180 meters Scaled)
 OZ0395
 OZ0395                          SUPERSEDED SURVEY CONTROL
 OZ0395
 OZ0395  NGVD 29 (??/??/92) 1617.587  (m)         5307.03   (f) ADJ UNCH    2 0
 OZ0395
 OZ0395.Superseded values are not recommended for survey control.
 OZ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0395.See file dsdata.txt to determine how the superseded data were derived.
 OZ0395
 OZ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ299607(NAD 83)
 OZ0395_MARKER: DB = BENCH MARK DISK
 OZ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0395_STAMPING: J 338 1950
 OZ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0395+STABILITY: SURFACE MOTION
 OZ0395
 OZ0395  HISTORY     - Date     Condition        Report By
 OZ0395  HISTORY     - 1950     MONUMENTED       CGS
 OZ0395
 OZ0395                          STATION DESCRIPTION
 OZ0395
 OZ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0395'2.7 MI S FROM DEER PARK GUARD STATION.
 OZ0395'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0395'THENCE 2.3 MILES SOUTH ALONG A GRADED FOREST SERVICE ROAD, 0.2 MILE
 OZ0395'NORTH OF THE JUNCTION OF BARBER FLATS TRAIL, AT THE NORTH END OF A
 OZ0395'LONG DIRT CUT, AT THE BASE OF THE WEST SLOPE OF A HILL, 91.4 FEET
 OZ0395'SOUTHEAST OF THE CENTER OF THE EAST END OF A 24-INCH CORRUGATED METAL
 OZ0395'PIPE CULVERT, 94 FEET EAST OF AND ACROSS THE ROAD FROM A 20-INCH
 OZ0395'TRIANGULAR-BLAZED PINE TREE, 55 FEET EAST OF THE CENTER LINE OF THE
 OZ0395'ROAD, 2.3 FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 OZ0395'ROAD, AND SET IN THE TOP OF A  CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 OZ0395'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0443 ***********************************************************************
 OZ0443  DESIGNATION -  J 339
 OZ0443  PID         -  OZ0443
 OZ0443  STATE/COUNTY-  ID/ELMORE
 OZ0443  USGS QUAD   -  PINE (1973)
 OZ0443
 OZ0443                         *CURRENT SURVEY CONTROL
 OZ0443  ___________________________________________________________________
 OZ0443* NAD 83(1986)-  43 23 01.     (N)    115 16 35.     (W)     SCALED    
 OZ0443* NAVD 88     -      1675.992  (meters)    5498.65   (feet)  ADJUSTED  
 OZ0443  ___________________________________________________________________
 OZ0443  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OZ0443  DYNAMIC HT  -        1675.024 (meters)    5495.47  (feet)  COMP
 OZ0443  MODELED GRAV-     979,982.6   (mgal)                       NAVD 88
 OZ0443
 OZ0443  VERT ORDER  -  SECOND    CLASS 0
 OZ0443
 OZ0443.The horizontal coordinates were scaled from a topographic map and have
 OZ0443.an estimated accuracy of +/- 6 seconds.
 OZ0443
 OZ0443.The orthometric height was determined by differential leveling
 OZ0443.and adjusted by the National Geodetic Survey in June 1991..
 OZ0443
 OZ0443.The geoid height was determined by GEOID03.
 OZ0443
 OZ0443.The dynamic height is computed by dividing the NAVD 88
 OZ0443.geopotential number by the normal gravity value computed on the
 OZ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0443.degrees latitude (g = 980.6199 gals.).
 OZ0443
 OZ0443.The modeled gravity was interpolated from observed gravity values.
 OZ0443
 OZ0443;                    North         East    Units  Estimated Accuracy
 OZ0443;SPC ID W     -   190,820.      838,380.      MT  (+/- 180 meters Scaled)
 OZ0443
 OZ0443                          SUPERSEDED SURVEY CONTROL
 OZ0443
 OZ0443  NGVD 29 (??/??/92) 1674.898  (m)         5495.06   (f) ADJ UNCH    2 0
 OZ0443
 OZ0443.Superseded values are not recommended for survey control.
 OZ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0443.See file dsdata.txt to determine how the superseded data were derived.
 OZ0443
 OZ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ396048(NAD 83)
 OZ0443_MARKER: DB = BENCH MARK DISK
 OZ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0443_STAMPING: J 339 1950
 OZ0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0443+STABILITY: SURFACE MOTION
 OZ0443
 OZ0443  HISTORY     - Date     Condition        Report By
 OZ0443  HISTORY     - 1950     MONUMENTED       CGS
 OZ0443  HISTORY     - 1973     GOOD             USGS
 OZ0443
 OZ0443                          STATION DESCRIPTION
 OZ0443
 OZ0443'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 OZ0443'12.0 MI SE FROM PINE.
 OZ0443'PINE, 12.0 MILES SOUTHEAST OF ALONG THE ROAD TOWARDS HILL CITY, AT THE
 OZ0443'TOP OF A LONG STEEP GRADE, 125 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0443'ROAD, 100 FEET NORTH NORTHWEST OF A FENCE CORNER.  STANDARD TABLET IN
 OZ0443'TOP OF A CONCRETE POST STAMPED J339 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0446 ***********************************************************************
 OY0446  DESIGNATION -  J 34
 OY0446  PID         -  OY0446
 OY0446  STATE/COUNTY-  ID/BUTTE
 OY0446  USGS QUAD   -  CIRCULAR BUTTE NW (1969)
 OY0446
 OY0446                         *CURRENT SURVEY CONTROL
 OY0446  ___________________________________________________________________
 OY0446* NAD 83(1986)-  43 56 59.     (N)    112 44 28.     (W)     SCALED    
 OY0446* NAVD 88     -      1529.381  (meters)    5017.64   (feet)  ADJUSTED  
 OY0446  ___________________________________________________________________
 OY0446  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 OY0446  DYNAMIC HT  -        1528.628 (meters)    5015.17  (feet)  COMP
 OY0446  MODELED GRAV-     980,071.9   (mgal)                       NAVD 88
 OY0446
 OY0446  VERT ORDER  -  SECOND    CLASS 0
 OY0446
 OY0446.The horizontal coordinates were scaled from a topographic map and have
 OY0446.an estimated accuracy of +/- 6 seconds.
 OY0446
 OY0446.The orthometric height was determined by differential leveling
 OY0446.and adjusted by the National Geodetic Survey in June 1991..
 OY0446
 OY0446.The geoid height was determined by GEOID03.
 OY0446
 OY0446.The dynamic height is computed by dividing the NAVD 88
 OY0446.geopotential number by the normal gravity value computed on the
 OY0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0446.degrees latitude (g = 980.6199 gals.).
 OY0446
 OY0446.The modeled gravity was interpolated from observed gravity values.
 OY0446
 OY0446;                    North         East    Units  Estimated Accuracy
 OY0446;SPC ID C     -   254,380.      601,050.      MT  (+/- 180 meters Scaled)
 OY0446
 OY0446                          SUPERSEDED SURVEY CONTROL
 OY0446
 OY0446  NGVD 29 (??/??/92) 1528.300  (m)         5014.10   (f) ADJ UNCH    2 0
 OY0446
 OY0446.Superseded values are not recommended for survey control.
 OY0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0446.See file dsdata.txt to determine how the superseded data were derived.
 OY0446
 OY0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP602677(NAD 83)
 OY0446_MARKER: DB = BENCH MARK DISK
 OY0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0446_SP_SET: CONCRETE POST
 OY0446_STAMPING: J 34 1934
 OY0446_MARK LOGO: CGS   
 OY0446_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0446+STABILITY: SURFACE MOTION
 OY0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0446+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1992
 OY0446
 OY0446  HISTORY     - Date     Condition        Report By
 OY0446  HISTORY     - 1934     MONUMENTED       CGS
 OY0446  HISTORY     - 19920324 GOOD             NGS
 OY0446
 OY0446                          STATION DESCRIPTION
 OY0446
 OY0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OY0446'36.8 MI SW FROM DUBOIS.
 OY0446'IN BUTTE COUNTY, 36.8 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE
 OY0446'POST OFFICE AT DUBOIS, CLARK COUNTY, 6.2 MILES SOUTHWEST OF RENO
 OY0446'RANCH, 1.5 MILES SOUTHWEST OF THE INTERSECTION WITH STATE HIGHWAY 28,
 OY0446'35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST OF A
 OY0446'LAVA ROCK PAINTED B M.  A STANDARD DISK, STAMPED J 34 1934 AND SET IN
 OY0446'THE TOP OF A CONCRETE POST.
 OY0446
 OY0446                          STATION RECOVERY (1992)
 OY0446
 OY0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0446'4.9 KM (3.05 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 OY0446'IN TERRETON, THENCE 23.6 KM (14.65 MI) NORTHWESTERLY ALONG STATE
 OY0446'HIGHWAY 28 (SALMON HIGHWAY), THENCE 3.8 KM (2.35 MI) SOUTHWESTERLY
 OY0446'ALONG A TRACK ROAD, 12.5 M (41.0 FT) SOUTHEAST OF AND LEVEL WITH THE
 OY0446'ROAD CENTER, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, AND THE
 OY0446'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0224 ***********************************************************************
 PZ0224  DESIGNATION -  J 34
 PZ0224  PID         -  PZ0224
 PZ0224  STATE/COUNTY-  ID/CLARK
 PZ0224  USGS QUAD   -  SMALL (1964)
 PZ0224
 PZ0224                         *CURRENT SURVEY CONTROL
 PZ0224  ___________________________________________________________________
 PZ0224* NAD 83(1986)-  44 07 49.     (N)    112 29 42.     (W)     SCALED    
 PZ0224* NAVD 88     -      1489.241  (meters)    4885.95   (feet)  ADJUSTED  
 PZ0224  ___________________________________________________________________
 PZ0224  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 PZ0224  DYNAMIC HT  -        1488.525 (meters)    4883.60  (feet)  COMP
 PZ0224  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 PZ0224
 PZ0224  VERT ORDER  -  SECOND    CLASS 0
 PZ0224
 PZ0224.The horizontal coordinates were scaled from a topographic map and have
 PZ0224.an estimated accuracy of +/- 6 seconds.
 PZ0224
 PZ0224.The orthometric height was determined by differential leveling
 PZ0224.and adjusted by the National Geodetic Survey in June 1991..
 PZ0224
 PZ0224.The geoid height was determined by GEOID03.
 PZ0224
 PZ0224.The dynamic height is computed by dividing the NAVD 88
 PZ0224.geopotential number by the normal gravity value computed on the
 PZ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0224.degrees latitude (g = 980.6199 gals.).
 PZ0224
 PZ0224.The modeled gravity was interpolated from observed gravity values.
 PZ0224
 PZ0224;                    North         East    Units  Estimated Accuracy
 PZ0224;SPC ID E     -   273,720.      173,730.      MT  (+/- 180 meters Scaled)
 PZ0224
 PZ0224                          SUPERSEDED SURVEY CONTROL
 PZ0224
 PZ0224  NGVD 29 (??/??/92) 1488.140  (m)         4882.34   (f) ADJ UNCH    2 0
 PZ0224
 PZ0224.Superseded values are not recommended for survey control.
 PZ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0224.See file dsdata.txt to determine how the superseded data were derived.
 PZ0224
 PZ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP804874(NAD 83)
 PZ0224_MARKER: P = PIPE CAP
 PZ0224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0224_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0224_STAMPING: J 34 1929
 PZ0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0224
 PZ0224  HISTORY     - Date     Condition        Report By
 PZ0224  HISTORY     - 1929     MONUMENTED       USGS
 PZ0224  HISTORY     - 20000601 MARK NOT FOUND   IDTD
 PZ0224
 PZ0224                          STATION DESCRIPTION
 PZ0224
 PZ0224'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0224'17.3 MI SW FROM DUBOIS.
 PZ0224'17.3 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 PZ0224'DUBOIS, CLARK COUNTY, 0.4 MILE EAST OF WINSPER, 200 FEET EAST OF A
 PZ0224'DESERTED HOUSE, AND AT A CROSSROADS.  A UNITED STATES GEOLOGICAL
 PZ0224'SURVEY STANDARD CAP, STAMPED J 34 1929 AND RIVETED ON THE TOP OF A
 PZ0224'3-1/2 INCH IRON PIPE.
 PZ0224
 PZ0224                          STATION RECOVERY (2000)
 PZ0224
 PZ0224'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 PZ0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0341 ***********************************************************************
 NT0341  DESIGNATION -  J 340
 NT0341  PID         -  NT0341
 NT0341  STATE/COUNTY-  ID/FRANKLIN
 NT0341  USGS QUAD   -  WESTON (1969)
 NT0341
 NT0341                         *CURRENT SURVEY CONTROL
 NT0341  ___________________________________________________________________
 NT0341* NAD 83(1986)-  42 05 54.     (N)    111 57 08.     (W)     SCALED    
 NT0341* NAVD 88     -      1424.090  (meters)    4672.20   (feet)  ADJUSTED  
 NT0341  ___________________________________________________________________
 NT0341  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 NT0341  DYNAMIC HT  -        1423.115 (meters)    4669.00  (feet)  COMP
 NT0341  MODELED GRAV-     979,888.0   (mgal)                       NAVD 88
 NT0341
 NT0341  VERT ORDER  -  SECOND    CLASS 0
 NT0341
 NT0341.The horizontal coordinates were scaled from a topographic map and have
 NT0341.an estimated accuracy of +/- 6 seconds.
 NT0341
 NT0341.The orthometric height was determined by differential leveling
 NT0341.and adjusted by the National Geodetic Survey in June 1991..
 NT0341
 NT0341.The geoid height was determined by GEOID03.
 NT0341
 NT0341.The dynamic height is computed by dividing the NAVD 88
 NT0341.geopotential number by the normal gravity value computed on the
 NT0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0341.degrees latitude (g = 980.6199 gals.).
 NT0341
 NT0341.The modeled gravity was interpolated from observed gravity values.
 NT0341
 NT0341;                    North         East    Units  Estimated Accuracy
 NT0341;SPC ID E     -    47,970.      217,740.      MT  (+/- 180 meters Scaled)
 NT0341
 NT0341                          SUPERSEDED SURVEY CONTROL
 NT0341
 NT0341  NGVD 29 (??/??/92) 1423.066  (m)         4668.84   (f) ADJ UNCH    2 0
 NT0341
 NT0341.Superseded values are not recommended for survey control.
 NT0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0341.See file dsdata.txt to determine how the superseded data were derived.
 NT0341
 NT0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM212611(NAD 83)
 NT0341_MARKER: DB = BENCH MARK DISK
 NT0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0341_STAMPING: J 340 1951
 NT0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0341+STABILITY: SURFACE MOTION
 NT0341
 NT0341  HISTORY     - Date     Condition        Report By
 NT0341  HISTORY     - 1951     MONUMENTED       CGS
 NT0341  HISTORY     - 1971     GOOD             NGS
 NT0341
 NT0341                          STATION DESCRIPTION
 NT0341
 NT0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NT0341'2.7 MI SE FROM DAYTON.
 NT0341'ABOUT 2.7 MILES SOUTHEAST ALONG US HIGHWAY 86 FROM WESTSIDE HIGH
 NT0341'SCHOOL IN DAYTON, ON THE OUTSIDE OF A LONG CURVE, AND ABOUT 0.6 MILES
 NT0341'WEST ALONG HIGHWAY FROM STEEL TOWER POWER LINE CROSSING THE HIGHWAY
 NT0341'BETWEEN HIGHWAY 86 AND THE OLD HIGHWAY.  ABOUT 142 FEET SOUTHWEST FROM
 NT0341'THE CENTERLINE OF THE HIGHWAY AND 38 FEET NORTHEAST FROM THE CENTER
 NT0341'LINE OF THE OLD HIGHWAY.  ON TOP OF A SMALL FLAT TOP HILL BETWEEN THE
 NT0341'TWO ROADS.  2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT 2.0 FEET LOWER
 NT0341'THAN THE OLD ROAD, SET IN THE TOP OF A CONCRETE POST, PROJECTING 0.4
 NT0341'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0294 ***********************************************************************
 NT0294  DESIGNATION -  J 341
 NT0294  PID         -  NT0294
 NT0294  STATE/COUNTY-  ID/FRANKLIN
 NT0294  USGS QUAD   -  RIVERDALE (1980)
 NT0294
 NT0294                         *CURRENT SURVEY CONTROL
 NT0294  ___________________________________________________________________
 NT0294* NAD 83(1986)-  42 11 37.     (N)    111 46 36.     (W)     SCALED    
 NT0294* NAVD 88     -      1411.154  (meters)    4629.76   (feet)  ADJUSTED  
 NT0294  ___________________________________________________________________
 NT0294  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 NT0294  DYNAMIC HT  -        1410.205 (meters)    4626.65  (feet)  COMP
 NT0294  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 NT0294
 NT0294  VERT ORDER  -  SECOND    CLASS 0
 NT0294
 NT0294.The horizontal coordinates were scaled from a topographic map and have
 NT0294.an estimated accuracy of +/- 6 seconds.
 NT0294
 NT0294.The orthometric height was determined by differential leveling
 NT0294.and adjusted by the National Geodetic Survey in June 1991..
 NT0294
 NT0294.The geoid height was determined by GEOID03.
 NT0294
 NT0294.The dynamic height is computed by dividing the NAVD 88
 NT0294.geopotential number by the normal gravity value computed on the
 NT0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0294.degrees latitude (g = 980.6199 gals.).
 NT0294
 NT0294.The modeled gravity was interpolated from observed gravity values.
 NT0294
 NT0294;                    North         East    Units  Estimated Accuracy
 NT0294;SPC ID E     -    58,600.      232,210.      MT  (+/- 180 meters Scaled)
 NT0294
 NT0294                          SUPERSEDED SURVEY CONTROL
 NT0294
 NT0294  NGVD 29 (??/??/92) 1410.117  (m)         4626.36   (f) ADJ UNCH    2 0
 NT0294
 NT0294.Superseded values are not recommended for survey control.
 NT0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0294.See file dsdata.txt to determine how the superseded data were derived.
 NT0294
 NT0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM358715(NAD 83)
 NT0294_MARKER: DB = BENCH MARK DISK
 NT0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0294_SP_SET: ABUTMENT
 NT0294_STAMPING: J 341 1951
 NT0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0294
 NT0294  HISTORY     - Date     Condition        Report By
 NT0294  HISTORY     - 1951     MONUMENTED       CGS
 NT0294  HISTORY     - 1971     GOOD             USGS
 NT0294
 NT0294                          STATION DESCRIPTION
 NT0294
 NT0294'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0294'1 MI N FROM PRESTON.
 NT0294'1 MI N ALONG US HWY 91 FROM THE COURT HOUSE AT PRESTON, THENCE 4.6 MI
 NT0294'NE ALONG STATE HWY 34, THENCE 4.9 MI NE ALONG ASPHALT ROAD, ON THE TOP
 NT0294'OF THE WEST END OF THE SOUTH ABUTMENT OF A BRIDGE OVER MINK CREEK, 12
 NT0294'1/2 FEET WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL WITH THE
 NT0294'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0257 ***********************************************************************
 NT0257  DESIGNATION -  J 342
 NT0257  PID         -  NT0257
 NT0257  STATE/COUNTY-  ID/BEAR LAKE
 NT0257  USGS QUAD   -  OVID (1967)
 NT0257
 NT0257                         *CURRENT SURVEY CONTROL
 NT0257  ___________________________________________________________________
 NT0257* NAD 83(1986)-  42 18 26.     (N)    111 25 38.     (W)     SCALED    
 NT0257* NAVD 88     -      1823.239  (meters)    5981.74   (feet)  ADJUSTED  
 NT0257  ___________________________________________________________________
 NT0257  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NT0257  DYNAMIC HT  -        1821.869 (meters)    5977.25  (feet)  COMP
 NT0257  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 NT0257
 NT0257  VERT ORDER  -  SECOND    CLASS 0
 NT0257
 NT0257.The horizontal coordinates were scaled from a topographic map and have
 NT0257.an estimated accuracy of +/- 6 seconds.
 NT0257
 NT0257.The orthometric height was determined by differential leveling
 NT0257.and adjusted by the National Geodetic Survey in June 1991..
 NT0257
 NT0257.The geoid height was determined by GEOID03.
 NT0257
 NT0257.The dynamic height is computed by dividing the NAVD 88
 NT0257.geopotential number by the normal gravity value computed on the
 NT0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0257.degrees latitude (g = 980.6199 gals.).
 NT0257
 NT0257.The modeled gravity was interpolated from observed gravity values.
 NT0257
 NT0257;                    North         East    Units  Estimated Accuracy
 NT0257;SPC ID E     -    71,410.      260,970.      MT  (+/- 180 meters Scaled)
 NT0257
 NT0257                          SUPERSEDED SURVEY CONTROL
 NT0257
 NT0257  NGVD 29 (??/??/92) 1822.030  (m)         5977.78   (f) ADJ UNCH    2 0
 NT0257
 NT0257.Superseded values are not recommended for survey control.
 NT0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0257.See file dsdata.txt to determine how the superseded data were derived.
 NT0257
 NT0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM647839(NAD 83)
 NT0257_MARKER: DB = BENCH MARK DISK
 NT0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0257_STAMPING: J 342 1951
 NT0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0257+STABILITY: SURFACE MOTION
 NT0257
 NT0257  HISTORY     - Date     Condition        Report By
 NT0257  HISTORY     - 1951     MONUMENTED       CGS
 NT0257
 NT0257                          STATION DESCRIPTION
 NT0257
 NT0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0257'2.1 MI NW FROM OVID.
 NT0257'2.1 MILES NORTHWEST ALONG STRAWBERRY CANYON ROAD FROM OVID SCHOOL,
 NT0257'ABOUT 75 YARDS SOUTH OF THE CENTER LINE ACROSS THE ROAD FROM A LARGE
 NT0257'HOUSE, AND NEAR A T IN THE SOUTHWEST FENCE LINE, 39 FEET SOUTHWEST OF
 NT0257'THE CENTER LINE OF THE ROAD, 35 1/2 FEET NORTHWEST OF A T IN A FENCE
 NT0257'LINE, 2.6 FEET NORTHWEST OF A POWER LINE POLE SUPPORTING POLE, 1.5
 NT0257'FEET NORTHEAST OF A WIRE FENCE, 1.6 FEET SOUTH OF A WITNESS POST, AND
 NT0257'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 NT0257'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0512 ***********************************************************************
 OX0512  DESIGNATION -  J 343
 OX0512  PID         -  OX0512
 OX0512  STATE/COUNTY-  ID/FREMONT
 OX0512  USGS QUAD   -  NEWDALE (1979)
 OX0512
 OX0512                         *CURRENT SURVEY CONTROL
 OX0512  ___________________________________________________________________
 OX0512* NAD 83(1986)-  43 53 57.     (N)    111 36 29.     (W)     SCALED    
 OX0512* NAVD 88     -      1544.160  (meters)    5066.13   (feet)  POSTED    
 OX0512  ___________________________________________________________________
 OX0512  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 OX0512  DYNAMIC HT  -        1543.350 (meters)    5063.47  (feet)  COMP
 OX0512  MODELED GRAV-     980,042.1   (mgal)                       NAVD 88
 OX0512
 OX0512  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0512
 OX0512.The horizontal coordinates were scaled from a topographic map and have
 OX0512.an estimated accuracy of +/- 6 seconds.
 OX0512
 OX0512.The orthometric height was determined by differential leveling
 OX0512.and adjusted by the National Geodetic Survey in 1992..
 OX0512.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0512.rate of 2.1 thru 3.0 mm/km.
 OX0512
 OX0512.The geoid height was determined by GEOID03.
 OX0512
 OX0512.The dynamic height is computed by dividing the NAVD 88
 OX0512.geopotential number by the normal gravity value computed on the
 OX0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0512.degrees latitude (g = 980.6199 gals.).
 OX0512
 OX0512.The modeled gravity was interpolated from observed gravity values.
 OX0512
 OX0512;                    North         East    Units  Estimated Accuracy
 OX0512;SPC ID E     -   248,140.      244,880.      MT  (+/- 180 meters Scaled)
 OX0512
 OX0512                          SUPERSEDED SURVEY CONTROL
 OX0512
 OX0512  NGVD 29 (??/??/92) 1543.079  (m)         5062.59   (f) ADJ UNCH    2 0
 OX0512
 OX0512.Superseded values are not recommended for survey control.
 OX0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0512.See file dsdata.txt to determine how the superseded data were derived.
 OX0512
 OX0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP511608(NAD 83)
 OX0512_MARKER: DB = BENCH MARK DISK
 OX0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0512_STAMPING: J 343 1951
 OX0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0512+STABILITY: SURFACE MOTION
 OX0512
 OX0512  HISTORY     - Date     Condition        Report By
 OX0512  HISTORY     - 1951     MONUMENTED       CGS
 OX0512  HISTORY     - 20060412 MARK NOT FOUND   IDTD
 OX0512
 OX0512                          STATION DESCRIPTION
 OX0512
 OX0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0512'1.0 MI N FROM NEWDALE.
 OX0512'ABOUT 1.8 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0512'STATION AT NEWDALE, AT THE SUMMIT OF A SMALL RISE, 49 FEET EAST OF THE
 OX0512'EAST RAIL, 28 FEET NORTH OF THE CENTER OF A SMALL IRRIGATION CANAL, 23
 OX0512'FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD, 22 1/2 FEET NORTHEAST
 OX0512'OF THE FIRST TELEGRAPH POLE SOUTH OF MILEPOLE NUMBER 39, 1.1 FEET EAST
 OX0512'OF A WIRE FENCE, 2.3 FEET NORTH OF A WITNESS POST, AND ABOUT 5 FEET
 OX0512'HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 OX0512'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OX0512
 OX0512                          STATION RECOVERY (2006)
 OX0512
 OX0512'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (JCH)
 OX0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0285 ***********************************************************************
 OX0285  DESIGNATION -  J 344
 OX0285  PID         -  OX0285
 OX0285  STATE/COUNTY-  ID/TETON
 OX0285  USGS QUAD   -  PACKSADDLE LAKE (1965)
 OX0285
 OX0285                         *CURRENT SURVEY CONTROL
 OX0285  ___________________________________________________________________
 OX0285* NAD 83(1986)-  43 52 18.     (N)    111 18 21.     (W)     SCALED    
 OX0285* NAVD 88     -      1862.241  (meters)    6109.70   (feet)  POSTED    
 OX0285  ___________________________________________________________________
 OX0285  GEOID HEIGHT-         -10.21  (meters)                     GEOID03
 OX0285  DYNAMIC HT  -        1861.130 (meters)    6106.06  (feet)  COMP
 OX0285  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 OX0285
 OX0285  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0285
 OX0285.The horizontal coordinates were scaled from a topographic map and have
 OX0285.an estimated accuracy of +/- 6 seconds.
 OX0285
 OX0285.The orthometric height was determined by differential leveling
 OX0285.and adjusted by the National Geodetic Survey in 1992..
 OX0285.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0285.rate of 0.0 thru 1.0 mm/km.
 OX0285
 OX0285.The geoid height was determined by GEOID03.
 OX0285
 OX0285.The dynamic height is computed by dividing the NAVD 88
 OX0285.geopotential number by the normal gravity value computed on the
 OX0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0285.degrees latitude (g = 980.6199 gals.).
 OX0285
 OX0285.The modeled gravity was interpolated from observed gravity values.
 OX0285
 OX0285;                    North         East    Units  Estimated Accuracy
 OX0285;SPC ID E     -   245,300.      269,190.      MT  (+/- 180 meters Scaled)
 OX0285
 OX0285                          SUPERSEDED SURVEY CONTROL
 OX0285
 OX0285  NGVD 29 (??/??/92) 1861.033  (m)         6105.74   (f) ADJ UNCH    2 0
 OX0285
 OX0285.Superseded values are not recommended for survey control.
 OX0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0285.See file dsdata.txt to determine how the superseded data were derived.
 OX0285
 OX0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP754576(NAD 83)
 OX0285_MARKER: DB = BENCH MARK DISK
 OX0285_SETTING: 66 = SET IN ROCK OUTCROP
 OX0285_SP_SET: OUTCROP
 OX0285_STAMPING: J 344 1951
 OX0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0285+STABILITY: POSITION/ELEVATION WELL
 OX0285
 OX0285  HISTORY     - Date     Condition        Report By
 OX0285  HISTORY     - 1951     MONUMENTED       CGS
 OX0285
 OX0285                          STATION DESCRIPTION
 OX0285
 OX0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0285'8.8 MI NW FROM TETONIA.
 OX0285'0.7 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0285'TETONIA, THENCE 8.1 MILES NORTHWEST ALONG U.S. HIGHWAY 20, ON THE
 OX0285'SOUTHWEST SLOPE OF A HILL AT A GROUP OF LARGE OUTCROPS, ON THE TOP OF
 OX0285'A 6 BY 3 FEET OUTCROP WHICH PROJECTS 2 FEET ABOVE THE GROUND, 48 1/2
 OX0285'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 OX0285'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0413 ***********************************************************************
 RZ0413  DESIGNATION -  J 345
 RZ0413  PID         -  RZ0413
 RZ0413  STATE/COUNTY-  ID/LATAH
 RZ0413  USGS QUAD   -  TROY (1975)
 RZ0413
 RZ0413                         *CURRENT SURVEY CONTROL
 RZ0413  ___________________________________________________________________
 RZ0413* NAD 83(1986)-  46 42 47.     (N)    116 51 38.     (W)     SCALED    
 RZ0413* NAVD 88     -       796.910  (meters)    2614.53   (feet)  ADJUSTED  
 RZ0413  ___________________________________________________________________
 RZ0413  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 RZ0413  DYNAMIC HT  -         796.849 (meters)    2614.33  (feet)  COMP
 RZ0413  MODELED GRAV-     980,510.6   (mgal)                       NAVD 88
 RZ0413
 RZ0413  VERT ORDER  -  SECOND    CLASS 0
 RZ0413
 RZ0413.The horizontal coordinates were scaled from a topographic map and have
 RZ0413.an estimated accuracy of +/- 6 seconds.
 RZ0413
 RZ0413.The orthometric height was determined by differential leveling
 RZ0413.and adjusted by the National Geodetic Survey in June 1991..
 RZ0413
 RZ0413.The geoid height was determined by GEOID03.
 RZ0413
 RZ0413.The dynamic height is computed by dividing the NAVD 88
 RZ0413.geopotential number by the normal gravity value computed on the
 RZ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0413.degrees latitude (g = 980.6199 gals.).
 RZ0413
 RZ0413.The modeled gravity was interpolated from observed gravity values.
 RZ0413
 RZ0413;                    North         East    Units  Estimated Accuracy
 RZ0413;SPC ID W     -   561,300.      715,090.      MT  (+/- 180 meters Scaled)
 RZ0413
 RZ0413                          SUPERSEDED SURVEY CONTROL
 RZ0413
 RZ0413  NGVD 29 (??/??/92)  795.814  (m)         2610.93   (f) ADJ UNCH    2 0
 RZ0413
 RZ0413.Superseded values are not recommended for survey control.
 RZ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0413.See file dsdata.txt to determine how the superseded data were derived.
 RZ0413
 RZ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM106732(NAD 83)
 RZ0413_MARKER: DB = BENCH MARK DISK
 RZ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0413_STAMPING: J 345 1952
 RZ0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0413+STABILITY: SURFACE MOTION
 RZ0413
 RZ0413  HISTORY     - Date     Condition        Report By
 RZ0413  HISTORY     - 1952     MONUMENTED       CGS
 RZ0413
 RZ0413                          STATION DESCRIPTION
 RZ0413
 RZ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0413'5.1 MI W FROM TROY.
 RZ0413'5.1 MILES WEST ALONG STATE HIGHWAY 8 FROM THE BANK BUILDING AT TROY,
 RZ0413'0.1 MILE NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 34
 RZ0413'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8.2 FEET SOUTHEAST
 RZ0413'OF A FENCE, 4 FEET NORTHEAST OF A TELEPHONE POLE, 2.2 FEET SOUTHWEST
 RZ0413'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 RZ0413'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0464 ***********************************************************************
 RZ0464  DESIGNATION -  J 346
 RZ0464  PID         -  RZ0464
 RZ0464  STATE/COUNTY-  ID/LATAH
 RZ0464  USGS QUAD   -  GENESEE (1990)
 RZ0464
 RZ0464                         *CURRENT SURVEY CONTROL
 RZ0464  ___________________________________________________________________
 RZ0464* NAD 83(1986)-  46 32 59.     (N)    116 55 25.     (W)     SCALED    
 RZ0464* NAVD 88     -       812.138  (meters)    2664.49   (feet)  ADJUSTED  
 RZ0464  ___________________________________________________________________
 RZ0464  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 RZ0464  DYNAMIC HT  -         812.072 (meters)    2664.27  (feet)  COMP
 RZ0464  MODELED GRAV-     980,506.5   (mgal)                       NAVD 88
 RZ0464
 RZ0464  VERT ORDER  -  SECOND    CLASS 0
 RZ0464
 RZ0464.The horizontal coordinates were scaled from a topographic map and have
 RZ0464.an estimated accuracy of +/- 6 seconds.
 RZ0464
 RZ0464.The orthometric height was determined by differential leveling
 RZ0464.and adjusted by the National Geodetic Survey in June 1991..
 RZ0464
 RZ0464.The geoid height was determined by GEOID03.
 RZ0464
 RZ0464.The dynamic height is computed by dividing the NAVD 88
 RZ0464.geopotential number by the normal gravity value computed on the
 RZ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0464.degrees latitude (g = 980.6199 gals.).
 RZ0464
 RZ0464.The modeled gravity was interpolated from observed gravity values.
 RZ0464
 RZ0464;                    North         East    Units  Estimated Accuracy
 RZ0464;SPC ID W     -   543,210.      710,000.      MT  (+/- 180 meters Scaled)
 RZ0464
 RZ0464                          SUPERSEDED SURVEY CONTROL
 RZ0464
 RZ0464  NGVD 29 (??/??/92)  811.062  (m)         2660.96   (f) ADJ UNCH    2 0
 RZ0464
 RZ0464.Superseded values are not recommended for survey control.
 RZ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0464.See file dsdata.txt to determine how the superseded data were derived.
 RZ0464
 RZ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM058551(NAD 83)
 RZ0464_MARKER: DB = BENCH MARK DISK
 RZ0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0464_STAMPING: J 346 1952
 RZ0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0464+STABILITY: SURFACE MOTION
 RZ0464
 RZ0464  HISTORY     - Date     Condition        Report By
 RZ0464  HISTORY     - 1952     MONUMENTED       CGS
 RZ0464
 RZ0464                          STATION DESCRIPTION
 RZ0464
 RZ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0464'IN GENESEE.
 RZ0464'AT GENESEE, AT THE JUNCTION OF LAUREL STREET AND THE OLD U. S. HIGHWAY
 RZ0464'95, AT THE CITY WATER WORKS BUILDING, 151.7 FEET NORTHWEST OF AND
 RZ0464'ACROSS THE HIGHWAY FROM THE NORTHERN PACIFIC RAILWAY STATION, 30.9
 RZ0464'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 18.3 FEET WEST OF THE
 RZ0464'WEST CURB OF LAUREL STREET, 8.6 FEET SOUTH OF THE SOUTHEAST CORNER OF
 RZ0464'THE CONCRETE AND BRICK BUILDING OF THE WATER WORKS, 2.6 FEET SOUTH OF
 RZ0464'THE SOUTH EDGE OF THE EAST-WEST CONCRETE SIDEWALK, 2.0 FEET WEST OF
 RZ0464'THE WEST EDGE OF THE NORTH-SOUTH CONCRETE SIDEWALK, AND SET IN THE TOP
 RZ0464'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0702 ***********************************************************************
 OH0702  DESIGNATION -  J 347
 OH0702  PID         -  OH0702
 OH0702  STATE/COUNTY-  ID/CANYON
 OH0702  USGS QUAD   -  PARMA (1975)
 OH0702
 OH0702                         *CURRENT SURVEY CONTROL
 OH0702  ___________________________________________________________________
 OH0702* NAD 83(1986)-  43 45 23.     (N)    116 57 07.     (W)     SCALED    
 OH0702* NAVD 88     -       689.637  (meters)    2262.58   (feet)  ADJUSTED  
 OH0702  ___________________________________________________________________
 OH0702  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 OH0702  DYNAMIC HT  -         689.410 (meters)    2261.84  (feet)  COMP
 OH0702  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 OH0702
 OH0702  VERT ORDER  -  SECOND    CLASS 0
 OH0702
 OH0702.The horizontal coordinates were scaled from a topographic map and have
 OH0702.an estimated accuracy of +/- 6 seconds.
 OH0702
 OH0702.The orthometric height was determined by differential leveling
 OH0702.and adjusted by the National Geodetic Survey in June 1991..
 OH0702
 OH0702.The geoid height was determined by GEOID03.
 OH0702
 OH0702.The dynamic height is computed by dividing the NAVD 88
 OH0702.geopotential number by the normal gravity value computed on the
 OH0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0702.degrees latitude (g = 980.6199 gals.).
 OH0702
 OH0702.The modeled gravity was interpolated from observed gravity values.
 OH0702
 OH0702;                    North         East    Units  Estimated Accuracy
 OH0702;SPC ID W     -   232,830.      703,210.      MT  (+/- 180 meters Scaled)
 OH0702
 OH0702                          SUPERSEDED SURVEY CONTROL
 OH0702
 OH0702  NGVD 29 (??/??/92)  688.690  (m)         2259.48   (f) ADJ UNCH    2 0
 OH0702
 OH0702.Superseded values are not recommended for survey control.
 OH0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0702.See file dsdata.txt to determine how the superseded data were derived.
 OH0702
 OH0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ038448(NAD 83)
 OH0702_MARKER: DB = BENCH MARK DISK
 OH0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0702_STAMPING: J 347 1951
 OH0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0702+STABILITY: SURFACE MOTION
 OH0702
 OH0702  HISTORY     - Date     Condition        Report By
 OH0702  HISTORY     - 1951     MONUMENTED       CGS
 OH0702  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0702
 OH0702                          STATION DESCRIPTION
 OH0702
 OH0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OH0702'2.35 MI S FROM PARMA.
 OH0702'0.2 MILES NORTHWEST ALONG SOUTH STREET FROM THE UNION PACIFIC RAILROAD
 OH0702'STATION IN PARMA TO T JUNCTION OF U. S. HIGHWAY 95 LEADING SOUTH TO
 OH0702'WILDER THENCE 2.15 MILES SOUTH ALONG U. S. HIGHWAY 95, AT THE
 OH0702'INTERSECTION OF HIGHWAY 95 AND GRAVEL ROADS LEADING EAST AND WEST, 32
 OH0702'1/2 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE ROADS, 29
 OH0702'FEET EAST OF THE CENTER LINE OF HIGHWAY 95, 13 FEET NORTH OF THE
 OH0702'CENTER LINE OF THE ROAD LEADING EAST, 9.5 FEET SOUTHEAST OF A
 OH0702'POWERLINE POLE WITH GUY WIRE, 12 1/2 FEET SOUTHEAST OF THE CENTER OF
 OH0702'THE INTERSECTION OF IRRIGATION HEAD GATES, 1.9 FEET SOUTH OF THE
 OH0702'WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 OH0702'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OH0702
 OH0702                          STATION RECOVERY (1983)
 OH0702
 OH0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0509 ***********************************************************************
 RZ0509  DESIGNATION -  J 348
 RZ0509  PID         -  RZ0509
 RZ0509  STATE/COUNTY-  ID/LATAH
 RZ0509  USGS QUAD   -  TEXAS RIDGE (1994)
 RZ0509
 RZ0509                         *CURRENT SURVEY CONTROL
 RZ0509  ___________________________________________________________________
 RZ0509* NAD 83(1986)-  46 38 10.     (N)    116 37 08.     (W)     SCALED    
 RZ0509* NAVD 88     -       538.359  (meters)    1766.27   (feet)  ADJUSTED  
 RZ0509  ___________________________________________________________________
 RZ0509  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 RZ0509  DYNAMIC HT  -         538.334 (meters)    1766.18  (feet)  COMP
 RZ0509  MODELED GRAV-     980,552.4   (mgal)                       NAVD 88
 RZ0509
 RZ0509  VERT ORDER  -  SECOND    CLASS 0
 RZ0509
 RZ0509.The horizontal coordinates were scaled from a topographic map and have
 RZ0509.an estimated accuracy of +/- 6 seconds.
 RZ0509
 RZ0509.The orthometric height was determined by differential leveling
 RZ0509.and adjusted by the National Geodetic Survey in June 1991..
 RZ0509
 RZ0509.The geoid height was determined by GEOID03.
 RZ0509
 RZ0509.The dynamic height is computed by dividing the NAVD 88
 RZ0509.geopotential number by the normal gravity value computed on the
 RZ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0509.degrees latitude (g = 980.6199 gals.).
 RZ0509
 RZ0509.The modeled gravity was interpolated from observed gravity values.
 RZ0509
 RZ0509;                    North         East    Units  Estimated Accuracy
 RZ0509;SPC ID W     -   552,510.      733,470.      MT  (+/- 180 meters Scaled)
 RZ0509
 RZ0509                          SUPERSEDED SURVEY CONTROL
 RZ0509
 RZ0509  NGVD 29 (??/??/92)  537.298  (m)         1762.79   (f) ADJ UNCH    2 0
 RZ0509
 RZ0509.Superseded values are not recommended for survey control.
 RZ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0509.See file dsdata.txt to determine how the superseded data were derived.
 RZ0509
 RZ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM291647(NAD 83)
 RZ0509_MARKER: DB = BENCH MARK DISK
 RZ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0509_STAMPING: J 348 1952
 RZ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0509+STABILITY: SURFACE MOTION
 RZ0509
 RZ0509  HISTORY     - Date     Condition        Report By
 RZ0509  HISTORY     - 1952     MONUMENTED       CGS
 RZ0509  HISTORY     - 19881012 MARK NOT FOUND   USPSQD
 RZ0509
 RZ0509                          STATION DESCRIPTION
 RZ0509
 RZ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0509'2.6 MI NE FROM KENDRICK.
 RZ0509'0.6 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RZ0509'AT KENDRICK, THENCE 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 7, AT THE
 RZ0509'EAST END OF A HORSESHOE CURVE, 36 FEET NORTHEAST OF THE CENTER LINE OF
 RZ0509'THE HIGHWAY, 12.5 FEET SOUTHEAST OF THE SOUTHEAST END OF A WOODEN
 RZ0509'TROUGH FOR A SPRING, 2.0 FEET NORTHEAST OF A FENCE, 3.6 FEET NORTHEAST
 RZ0509'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RZ0509'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RZ0509
 RZ0509                          STATION RECOVERY (1988)
 RZ0509
 RZ0509'RECOVERY NOTE BY US POWER SQUADRON 1988 (GLC)
 RZ0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0525 ***********************************************************************
 RZ0525  DESIGNATION -  J 349 RESET
 RZ0525  PID         -  RZ0525
 RZ0525  STATE/COUNTY-  ID/LATAH
 RZ0525  USGS QUAD   -  DEARY (1994)
 RZ0525
 RZ0525                         *CURRENT SURVEY CONTROL
 RZ0525  ___________________________________________________________________
 RZ0525* NAD 83(1986)-  46 47 59.     (N)    116 33 21.     (W)     SCALED    
 RZ0525* NAVD 88     -       873.74   (meters)    2866.6    (feet)  RESET     
 RZ0525  ___________________________________________________________________
 RZ0525  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 RZ0525
 RZ0525  VERT ORDER  -  THIRD
 RZ0525
 RZ0525.The horizontal coordinates were scaled from a topographic map and have
 RZ0525.an estimated accuracy of +/- 6 seconds.
 RZ0525
 RZ0525.The orthometric height was computed from unverified reset data.
 RZ0525
 RZ0525.The geoid height was determined by GEOID03.
 RZ0525
 RZ0525;                    North         East    Units  Estimated Accuracy
 RZ0525;SPC ID W     -   570,650.      738,490.      MT  (+/- 180 meters Scaled)
 RZ0525
 RZ0525                          SUPERSEDED SURVEY CONTROL
 RZ0525
 RZ0525.No superseded survey control is available for this station.
 RZ0525
 RZ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM338830(NAD 83)
 RZ0525_MARKER: DB = BENCH MARK DISK
 RZ0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0525_STAMPING: J 349 RESET 1961
 RZ0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0525+STABILITY: SURFACE MOTION
 RZ0525
 RZ0525  HISTORY     - Date     Condition        Report By
 RZ0525  HISTORY     - 1961     MONUMENTED       IDDT
 RZ0525
 RZ0525                          STATION DESCRIPTION
 RZ0525
 RZ0525'DESCRIBED BY ID DEPT OF TRANSP 1961
 RZ0525'IN DEARY.
 RZ0525'AT DEARY, AT THE JUNCTION OF STATE HIGHWAY 7, AND STATE HIGHWAY 8, 59
 RZ0525'FEET NORTHEAST OF THE CENTERLINE OF THE JUNCTION, 47 FEET NORTH OF
 RZ0525'HIGHWAY 8, 34 FEET EAST OF A POWERLINE POLE, 1.7 FEET WEST OF A
 RZ0525'WITNESS POST, ABOUT ONE FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE
 RZ0525'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0532 ***********************************************************************
 OY0532  DESIGNATION -  J 35
 OY0532  PID         -  OY0532
 OY0532  STATE/COUNTY-  ID/BUTTE
 OY0532  USGS QUAD   -  NICHOLS RESERVOIR (1972)
 OY0532
 OY0532                         *CURRENT SURVEY CONTROL
 OY0532  ___________________________________________________________________
 OY0532* NAD 83(1986)-  43 35 29.     (N)    113 28 44.     (W)     SCALED    
 OY0532* NAVD 88     -      1678.632  (meters)    5507.31   (feet)  ADJUSTED  
 OY0532  ___________________________________________________________________
 OY0532  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 OY0532  DYNAMIC HT  -        1677.657 (meters)    5504.11  (feet)  COMP
 OY0532  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 OY0532
 OY0532  VERT ORDER  -  SECOND    CLASS 0
 OY0532
 OY0532.The horizontal coordinates were scaled from a topographic map and have
 OY0532.an estimated accuracy of +/- 6 seconds.
 OY0532
 OY0532.The orthometric height was determined by differential leveling
 OY0532.and adjusted by the National Geodetic Survey in June 1991..
 OY0532
 OY0532.The geoid height was determined by GEOID03.
 OY0532
 OY0532.The dynamic height is computed by dividing the NAVD 88
 OY0532.geopotential number by the normal gravity value computed on the
 OY0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0532.degrees latitude (g = 980.6199 gals.).
 OY0532
 OY0532.The modeled gravity was interpolated from observed gravity values.
 OY0532
 OY0532;                    North         East    Units  Estimated Accuracy
 OY0532;SPC ID C     -   213,930.      542,080.      MT  (+/- 180 meters Scaled)
 OY0532
 OY0532                          SUPERSEDED SURVEY CONTROL
 OY0532
 OY0532  NGVD 29 (??/??/92) 1677.502  (m)         5503.60   (f) ADJ UNCH    2 0
 OY0532
 OY0532.Superseded values are not recommended for survey control.
 OY0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0532.See file dsdata.txt to determine how the superseded data were derived.
 OY0532
 OY0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP998294(NAD 83)
 OY0532_MARKER: DB = BENCH MARK DISK
 OY0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0532_STAMPING: J 35 1934
 OY0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0532+STABILITY: SURFACE MOTION
 OY0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0532+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 OY0532
 OY0532  HISTORY     - Date     Condition        Report By
 OY0532  HISTORY     - 1934     MONUMENTED       CGS
 OY0532  HISTORY     - 1958     GOOD             NGS
 OY0532  HISTORY     - 20020918 GOOD             IDTD
 OY0532
 OY0532                          STATION DESCRIPTION
 OY0532
 OY0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0532'10.45 MI SW FROM ARCO.
 OY0532'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0532'THENCE 5.45 MILES SOUTHWEST ALONG A DIRT ROAD, 0.17 MILE SOUTHWEST OF
 OY0532'A CATTLEGUARD, 47 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.1
 OY0532'FEET SOUTHEAST OF A FENCE, 1.1 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 OY0532'2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OY0532'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 OY0532
 OY0532                          STATION RECOVERY (2002)
 OY0532
 OY0532'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OY0532'FROM THE JUNCTION OF US-20-26 AND US-93 IN ARCO, PROCEED SOUTHWESTERLY
 OY0532'ON US-20-26 FOR 8.324 KM TO MILEPOST 243.38.  PROCEED WEST AND
 OY0532'SOUTHWEST ON A COUNTY, DIRT ROAD FOR 8.612 KM AND THE MARK ON THE
 OY0532'RIGHT. NAD 83(1999) RTK DERIVED POSITION =  43-35-29.00442 N
 OY0532'113-28-44.69560 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0475 ***********************************************************************
 RZ0475  DESIGNATION -  J 350
 RZ0475  PID         -  RZ0475
 RZ0475  STATE/COUNTY-  ID/LATAH
 RZ0475  USGS QUAD   -  ROBINSON LAKE (1994)
 RZ0475
 RZ0475                         *CURRENT SURVEY CONTROL
 RZ0475  ___________________________________________________________________
 RZ0475* NAD 83(1986)-  46 51 27.     (N)    116 53 51.     (W)     SCALED    
 RZ0475* NAVD 88     -       927.022  (meters)    3041.40   (feet)  ADJUSTED  
 RZ0475  ___________________________________________________________________
 RZ0475  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 RZ0475  DYNAMIC HT  -         926.924 (meters)    3041.08  (feet)  COMP
 RZ0475  MODELED GRAV-     980,477.5   (mgal)                       NAVD 88
 RZ0475
 RZ0475  VERT ORDER  -  SECOND    CLASS 0
 RZ0475
 RZ0475.The horizontal coordinates were scaled from a topographic map and have
 RZ0475.an estimated accuracy of +/- 6 seconds.
 RZ0475
 RZ0475.The orthometric height was determined by differential leveling
 RZ0475.and adjusted by the National Geodetic Survey in June 1991..
 RZ0475
 RZ0475.The geoid height was determined by GEOID03.
 RZ0475
 RZ0475.The dynamic height is computed by dividing the NAVD 88
 RZ0475.geopotential number by the normal gravity value computed on the
 RZ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0475.degrees latitude (g = 980.6199 gals.).
 RZ0475
 RZ0475.The modeled gravity was interpolated from observed gravity values.
 RZ0475
 RZ0475;                    North         East    Units  Estimated Accuracy
 RZ0475;SPC ID W     -   577,390.      712,500.      MT  (+/- 180 meters Scaled)
 RZ0475
 RZ0475                          SUPERSEDED SURVEY CONTROL
 RZ0475
 RZ0475  NGVD 29 (??/??/92)  925.874  (m)         3037.64   (f) ADJ UNCH    2 0
 RZ0475
 RZ0475.Superseded values are not recommended for survey control.
 RZ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0475.See file dsdata.txt to determine how the superseded data were derived.
 RZ0475
 RZ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM078893(NAD 83)
 RZ0475_MARKER: DB = BENCH MARK DISK
 RZ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0475_STAMPING: J 350 1952
 RZ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0475+STABILITY: SURFACE MOTION
 RZ0475
 RZ0475  HISTORY     - Date     Condition        Report By
 RZ0475  HISTORY     - 1952     MONUMENTED       CGS
 RZ0475
 RZ0475                          STATION DESCRIPTION
 RZ0475
 RZ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0475'5.4 MI S FROM POTLATCH.
 RZ0475'0.6 MILE EAST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM THE
 RZ0475'STATION AT POTLATCH, THENCE 4.8 MILES SOUTH ALONG A GRADED COUNTY
 RZ0475'ROAD, AT THE SOUTHEAST CORNER OF A WIRE AND WOODEN FENCE AROUND A
 RZ0475'BARN, 175 FEET SOUTH OF THE SOUTHWEST CORNER OF A WOODEN BOX CULVERT
 RZ0475'OVER A SMALL CREEK, 52 1/2 FEET SOUTH OF THE CENTER OF A WOODEN GATE,
 RZ0475'23 FEET NORTHWEST OF POWER LINE POLE NO. R 492 WITH A TRANSFORMER, 22
 RZ0475'FEET WEST OF THE CENTER LINE OF THE ROAD, 3.2 FEET EAST OF A BOARD
 RZ0475'FENCE, 2.4 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 RZ0475'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 RZ0475'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0530 ***********************************************************************
 RZ0530  DESIGNATION -  J 352
 RZ0530  PID         -  RZ0530
 RZ0530  STATE/COUNTY-  ID/LATAH
 RZ0530  USGS QUAD   -  GREEN KNOB (1990)
 RZ0530
 RZ0530                         *CURRENT SURVEY CONTROL
 RZ0530  ___________________________________________________________________
 RZ0530* NAD 83(1986)-  46 33 54.     (N)    116 51 01.     (W)     SCALED    
 RZ0530* NAVD 88     -       848.558  (meters)    2783.98   (feet)  ADJUSTED  
 RZ0530  ___________________________________________________________________
 RZ0530  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 RZ0530  DYNAMIC HT  -         848.495 (meters)    2783.77  (feet)  COMP
 RZ0530  MODELED GRAV-     980,511.2   (mgal)                       NAVD 88
 RZ0530
 RZ0530  VERT ORDER  -  SECOND    CLASS 0
 RZ0530
 RZ0530.The horizontal coordinates were scaled from a topographic map and have
 RZ0530.an estimated accuracy of +/- 6 seconds.
 RZ0530
 RZ0530.The orthometric height was determined by differential leveling
 RZ0530.and adjusted by the National Geodetic Survey in June 1991..
 RZ0530
 RZ0530.The geoid height was determined by GEOID03.
 RZ0530
 RZ0530.The dynamic height is computed by dividing the NAVD 88
 RZ0530.geopotential number by the normal gravity value computed on the
 RZ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0530.degrees latitude (g = 980.6199 gals.).
 RZ0530
 RZ0530.The modeled gravity was interpolated from observed gravity values.
 RZ0530
 RZ0530;                    North         East    Units  Estimated Accuracy
 RZ0530;SPC ID W     -   544,830.      715,650.      MT  (+/- 180 meters Scaled)
 RZ0530
 RZ0530                          SUPERSEDED SURVEY CONTROL
 RZ0530
 RZ0530  NGVD 29 (??/??/92)  847.485  (m)         2780.46   (f) ADJ UNCH    2 0
 RZ0530
 RZ0530.Superseded values are not recommended for survey control.
 RZ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0530.See file dsdata.txt to determine how the superseded data were derived.
 RZ0530
 RZ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM114568(NAD 83)
 RZ0530_MARKER: DB = BENCH MARK DISK
 RZ0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0530_STAMPING: J 352 1952
 RZ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0530+STABILITY: SURFACE MOTION
 RZ0530
 RZ0530  HISTORY     - Date     Condition        Report By
 RZ0530  HISTORY     - 1952     MONUMENTED       CGS
 RZ0530
 RZ0530                          STATION DESCRIPTION
 RZ0530
 RZ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0530'3.6 MI E FROM GENESEE.
 RZ0530'3.6 MILES EAST ALONG THE JULIAETTA-GENESEE ROAD FROM THE NORTHERN
 RZ0530'PACIFIC RAILWAY STATION AT GENESEE, AT THE ENTRANCE OF A ROAD LEADING
 RZ0530'SOUTH INTO A FIELD, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10.5
 RZ0530'FEET WEST OF THE SOUTHEAST END OF A 24-INCH CORRUGATED METAL PIPE
 RZ0530'CULVERT, 2.4 FEET NORTH OF A FENCE, 1.8 FEET WEST OF A TELEPHONE POLE,
 RZ0530'1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 RZ0530'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 RZ0530'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0568 ***********************************************************************
 SV0568  DESIGNATION -  J 353
 SV0568  PID         -  SV0568
 SV0568  STATE/COUNTY-  ID/KOOTENAI
 SV0568  USGS QUAD   -  MICA BAY (1996)
 SV0568
 SV0568                         *CURRENT SURVEY CONTROL
 SV0568  ___________________________________________________________________
 SV0568* NAD 83(1986)-  47 33 05.     (N)    116 46 48.     (W)     SCALED    
 SV0568* NAVD 88     -       670.553  (meters)    2199.97   (feet)  ADJUSTED  
 SV0568  ___________________________________________________________________
 SV0568  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 SV0568  DYNAMIC HT  -         670.568 (meters)    2200.02  (feet)  COMP
 SV0568  MODELED GRAV-     980,613.8   (mgal)                       NAVD 88
 SV0568
 SV0568  VERT ORDER  -  SECOND    CLASS 0
 SV0568
 SV0568.The horizontal coordinates were scaled from a topographic map and have
 SV0568.an estimated accuracy of +/- 6 seconds.
 SV0568
 SV0568.The orthometric height was determined by differential leveling
 SV0568.and adjusted by the National Geodetic Survey in June 1991..
 SV0568
 SV0568.The geoid height was determined by GEOID03.
 SV0568
 SV0568.The dynamic height is computed by dividing the NAVD 88
 SV0568.geopotential number by the normal gravity value computed on the
 SV0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0568.degrees latitude (g = 980.6199 gals.).
 SV0568
 SV0568.The modeled gravity was interpolated from observed gravity values.
 SV0568
 SV0568;                    North         East    Units  Estimated Accuracy
 SV0568;SPC ID W     -   654,410.      722,480.      MT  (+/- 180 meters Scaled)
 SV0568
 SV0568                          SUPERSEDED SURVEY CONTROL
 SV0568
 SV0568  NGVD 29 (??/??/92)  669.433  (m)         2196.30   (f) ADJ UNCH    2 0
 SV0568
 SV0568.Superseded values are not recommended for survey control.
 SV0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0568.See file dsdata.txt to determine how the superseded data were derived.
 SV0568
 SV0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN165664(NAD 83)
 SV0568_MARKER: DB = BENCH MARK DISK
 SV0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0568_SP_SET: CULVERT
 SV0568_STAMPING: J 353 1952
 SV0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0568
 SV0568  HISTORY     - Date     Condition        Report By
 SV0568  HISTORY     - 1952     MONUMENTED       CGS
 SV0568
 SV0568                          STATION DESCRIPTION
 SV0568
 SV0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SV0568'12.0 MI NW FROM HARRISON.
 SV0568'12.0 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0568'OFFICE AT HARRISON, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 SV0568'HEAD WALL OF A CONCRETE BOX CULVERT, 62 FEET NORTHWEST OF THE T
 SV0568'JUNCTION OF A TRACK ROAD LEADING NORTHEAST, 29 FEET NORTHEAST OF THE
 SV0568'CENTER LINE OF THE HIGHWAY, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0335 ***********************************************************************
 RZ0335  DESIGNATION -  J 362
 RZ0335  PID         -  RZ0335
 RZ0335  STATE/COUNTY-  ID/NEZ PERCE
 RZ0335  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ0335
 RZ0335                         *CURRENT SURVEY CONTROL
 RZ0335  ___________________________________________________________________
 RZ0335* NAD 83(1986)-  46 25 36.     (N)    116 55 51.     (W)     SCALED    
 RZ0335* NAVD 88     -       238.953  (meters)     783.97   (feet)  ADJUSTED  
 RZ0335  ___________________________________________________________________
 RZ0335  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 RZ0335  DYNAMIC HT  -         238.950 (meters)     783.96  (feet)  COMP
 RZ0335  MODELED GRAV-     980,598.2   (mgal)                       NAVD 88
 RZ0335
 RZ0335  VERT ORDER  -  SECOND    CLASS 0
 RZ0335
 RZ0335.The horizontal coordinates were scaled from a topographic map and have
 RZ0335.an estimated accuracy of +/- 6 seconds.
 RZ0335
 RZ0335.The orthometric height was determined by differential leveling
 RZ0335.and adjusted by the National Geodetic Survey in June 1991..
 RZ0335
 RZ0335.The geoid height was determined by GEOID03.
 RZ0335
 RZ0335.The dynamic height is computed by dividing the NAVD 88
 RZ0335.geopotential number by the normal gravity value computed on the
 RZ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0335.degrees latitude (g = 980.6199 gals.).
 RZ0335
 RZ0335.The modeled gravity was interpolated from observed gravity values.
 RZ0335
 RZ0335;                    North         East    Units  Estimated Accuracy
 RZ0335;SPC ID W     -   529,540.      709,240.      MT  (+/- 180 meters Scaled)
 RZ0335
 RZ0335                          SUPERSEDED SURVEY CONTROL
 RZ0335
 RZ0335  NGVD 29 (??/??/92)  237.957  (m)          780.70   (f) ADJ UNCH    2 0
 RZ0335
 RZ0335.Superseded values are not recommended for survey control.
 RZ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0335.See file dsdata.txt to determine how the superseded data were derived.
 RZ0335
 RZ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM053414(NAD 83)
 RZ0335_MARKER: DD = SURVEY DISK
 RZ0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0335_STAMPING: J 362 1959
 RZ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0335+STABILITY: SURFACE MOTION
 RZ0335
 RZ0335  HISTORY     - Date     Condition        Report By
 RZ0335  HISTORY     - 1959     MONUMENTED       DOD
 RZ0335  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0335
 RZ0335                          STATION DESCRIPTION
 RZ0335
 RZ0335'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0335'5.1 MI E FROM LEWISTON.
 RZ0335'APPROXIMATELY 5.1 MILES EAST FROM THE NEZ PERCE COUNTY COURTHOUSE AT
 RZ0335'LEWISTON, ON THE RIGHT BANK OF THE CLEARWATER RIVER, ABOUT 60 FEET
 RZ0335'SOUTHWEST OF THE SOUTH END OF A 7- BY 7-FOOT CONCRETE CATTLE
 RZ0335'UNDERPASS, 45 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 95, 18
 RZ0335'FEET NORTH OF THE HIGHWAY RIGHT-OF-WAY FENCE, 4 FEET SOUTHEAST OF A
 RZ0335'WHITE 2- BY 2-INCH WOODEN WITNESS POST.  A STANDARD CORPS OF ENGINEERS
 RZ0335'BRONZE MARKER SET IN THE TOP OF A CONCRETE POST.
 RZ0335
 RZ0335                          STATION RECOVERY (1980)
 RZ0335
 RZ0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0335'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-HIGHWAY
 RZ0335'CONSTRUCTION IN THIS AREA, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0389 ***********************************************************************
 RZ0389  DESIGNATION -  J 363
 RZ0389  PID         -  RZ0389
 RZ0389  STATE/COUNTY-  ID/NEZ PERCE
 RZ0389  USGS QUAD   -  JULIAETTA (1990)
 RZ0389
 RZ0389                         *CURRENT SURVEY CONTROL
 RZ0389  ___________________________________________________________________
 RZ0389* NAD 83(1986)-  46 31 33.     (N)    116 37 57.     (W)     SCALED    
 RZ0389* NAVD 88     -       267.226  (meters)     876.72   (feet)  ADJUSTED  
 RZ0389  ___________________________________________________________________
 RZ0389  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 RZ0389  DYNAMIC HT  -         267.224 (meters)     876.72  (feet)  COMP
 RZ0389  MODELED GRAV-     980,604.1   (mgal)                       NAVD 88
 RZ0389
 RZ0389  VERT ORDER  -  FIRST     CLASS II
 RZ0389
 RZ0389.The horizontal coordinates were scaled from a topographic map and have
 RZ0389.an estimated accuracy of +/- 6 seconds.
 RZ0389
 RZ0389.The orthometric height was determined by differential leveling
 RZ0389.and adjusted by the National Geodetic Survey in June 1991..
 RZ0389
 RZ0389.The geoid height was determined by GEOID03.
 RZ0389
 RZ0389.The dynamic height is computed by dividing the NAVD 88
 RZ0389.geopotential number by the normal gravity value computed on the
 RZ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0389.degrees latitude (g = 980.6199 gals.).
 RZ0389
 RZ0389.The modeled gravity was interpolated from observed gravity values.
 RZ0389
 RZ0389;                    North         East    Units  Estimated Accuracy
 RZ0389;SPC ID W     -   540,270.      732,290.      MT  (+/- 180 meters Scaled)
 RZ0389
 RZ0389                          SUPERSEDED SURVEY CONTROL
 RZ0389
 RZ0389  NGVD 29 (??/??/92)  266.223  (m)          873.43   (f) ADJ UNCH    1 2
 RZ0389
 RZ0389.Superseded values are not recommended for survey control.
 RZ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0389.See file dsdata.txt to determine how the superseded data were derived.
 RZ0389
 RZ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM281525(NAD 83)
 RZ0389_MARKER: DD = SURVEY DISK
 RZ0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0389_STAMPING: J 363 1959
 RZ0389_MARK LOGO: USE   
 RZ0389_PROJECTION: PROJECTING 10 CENTIMETERS
 RZ0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0389+STABILITY: SURFACE MOTION
 RZ0389
 RZ0389  HISTORY     - Date     Condition        Report By
 RZ0389  HISTORY     - 1959     MONUMENTED       DOD
 RZ0389  HISTORY     - 1980     GOOD             NGS
 RZ0389
 RZ0389                          STATION DESCRIPTION
 RZ0389
 RZ0389'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0389'23.81 MI E FROM LEWISTON.
 RZ0389'APPROXIMATELY 23.81 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0389'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0389'CLEARWATER RIVER, ABOUT 250 FEET DOWNSTREAM FROM THE L. L. MCGUIRE
 RZ0389'RESIDENCE (FORMERLY A GAS STATION AND STORE), 37 FEET SOUTH OF THE
 RZ0389'CENTERLINE OF HIGHWAY 9, 27 FEET WEST OF THE CENTERLINE OF A DIRT ROAD
 RZ0389'LEADING TO A CORRAL, 4 FEET NORTH OF A FENCE, 3 FEET EAST OF A 2- BY
 RZ0389'2-INCH WHITE WOODEN WITNESS POST.  A STANDARD CORPS OF ENGINEERS
 RZ0389'BRONZE MARKER SET IN THE TOP OF A CONCRETE POST.
 RZ0389
 RZ0389                          STATION RECOVERY (1980)
 RZ0389
 RZ0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0389'7.5 KILOMETERS (4.65 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ0389'SOUTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER
 RZ0389'IN LENORE, 0.5 KILOMETER (0.3 MILE) NORTHWEST OF HIGHWAY MILEPOST 24,
 RZ0389'0.1 KILOMETER (0.05 MILE) WEST OF AN OLD ONE-STORY FRAME HOUSE, ON
 RZ0389'THE INSIDE OF A HIGHWAY CURVE, 10.1 METERS (33.0 FEET) SOUTH OF THE
 RZ0389'CENTERLINE OF THE HIGHWAY, 44.8 METERS (147 FEET) WEST OF THE NORTH
 RZ0389'END OF AN OLD ROCK WALL ALONG THE WEST EDGE OF A PRIVATE DRIVE, 8.2
 RZ0389'METERS (27.0 FEET) WEST OF THE CENTERLINE OF A WOODEN GATE FOR A
 RZ0389'TRACK ROAD TO A WOODEN CORRAL, 1.2 METERS (4.0 FEET) NORTH OF THE
 RZ0389'HIGHWAY RIGHT-OF-WAY FENCE.
 RZ0389'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 RZ0389'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0214 ***********************************************************************
 RZ0214  DESIGNATION -  J 364
 RZ0214  PID         -  RZ0214
 RZ0214  STATE/COUNTY-  ID/CLEARWATER
 RZ0214  USGS QUAD   -  AHSAHKA (1994)
 RZ0214
 RZ0214                         *CURRENT SURVEY CONTROL
 RZ0214  ___________________________________________________________________
 RZ0214* NAD 83(1986)-  46 30 03.     (N)    116 19 46.     (W)     SCALED    
 RZ0214* NAVD 88     -       300.913  (meters)     987.25   (feet)  ADJUSTED  
 RZ0214  ___________________________________________________________________
 RZ0214  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 RZ0214  DYNAMIC HT  -         300.907 (meters)     987.23  (feet)  COMP
 RZ0214  MODELED GRAV-     980,588.4   (mgal)                       NAVD 88
 RZ0214
 RZ0214  VERT ORDER  -  SECOND    CLASS 0
 RZ0214
 RZ0214.The horizontal coordinates were scaled from a topographic map and have
 RZ0214.an estimated accuracy of +/- 6 seconds.
 RZ0214
 RZ0214.The orthometric height was determined by differential leveling
 RZ0214.and adjusted by the National Geodetic Survey in June 1991..
 RZ0214
 RZ0214.The geoid height was determined by GEOID03.
 RZ0214
 RZ0214.The dynamic height is computed by dividing the NAVD 88
 RZ0214.geopotential number by the normal gravity value computed on the
 RZ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0214.degrees latitude (g = 980.6199 gals.).
 RZ0214
 RZ0214.The modeled gravity was interpolated from observed gravity values.
 RZ0214
 RZ0214;                    North         East    Units  Estimated Accuracy
 RZ0214;SPC ID W     -   537,270.      755,520.      MT  (+/- 180 meters Scaled)
 RZ0214
 RZ0214                          SUPERSEDED SURVEY CONTROL
 RZ0214
 RZ0214  NGVD 29 (??/??/92)  299.901  (m)          983.93   (f) ADJ UNCH    2 0
 RZ0214
 RZ0214.Superseded values are not recommended for survey control.
 RZ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0214.See file dsdata.txt to determine how the superseded data were derived.
 RZ0214
 RZ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM514499(NAD 83)
 RZ0214_MARKER: DD = SURVEY DISK
 RZ0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0214_STAMPING: J 364 1959
 RZ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0214+STABILITY: SURFACE MOTION
 RZ0214
 RZ0214  HISTORY     - Date     Condition        Report By
 RZ0214  HISTORY     - 1959     MONUMENTED       DOD
 RZ0214  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0214
 RZ0214                          STATION DESCRIPTION
 RZ0214
 RZ0214'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0214'40.31 MI E FROM LEWISTON.
 RZ0214'IN CLEARWATER COUNTY, APPROXIMATELY 40.31 MILES EAST ALONG STATE
 RZ0214'HIGHWAYS 95 AND 9 FROM THE COUNTY COURTHOUSE AT LEWISTON, NEZ PERCE
 RZ0214'COUNTY, ON THE LEFT BANK OF THE CLEARWATER RIVER, AT A STATE ROADSIDE
 RZ0214'PARK, ABOUT 100 FEET DOWNSTREAM FROM A PAY LESS GAS STATION, 39 FEET
 RZ0214'NORTH OF THE CENTERLINE OF HIGHWAY 9, 27 FEET EAST FROM THE JESSE
 RZ0214'SENTERS DRIVEWAY, 3 FEET NORTHWEST OF A POWER POLE, AND 3 FEET NORTH
 RZ0214'OF A 2- BY 2-INCH WHITE WOODEN WITNESS POST.  A STANDARD CORPS OF
 RZ0214'ENGINEERS BRONZE MARKER SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 RZ0214'THE GROUND.
 RZ0214
 RZ0214                          STATION RECOVERY (1980)
 RZ0214
 RZ0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0214'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-HIGHWAY
 RZ0214'CONSTRUCTION IN THIS AREA, MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0502 ***********************************************************************
 RY0502  DESIGNATION -  J 365
 RY0502  PID         -  RY0502
 RY0502  STATE/COUNTY-  ID/IDAHO
 RY0502  USGS QUAD   -  GODDARD POINT (1995)
 RY0502
 RY0502                         *CURRENT SURVEY CONTROL
 RY0502  ___________________________________________________________________
 RY0502* NAD 83(1986)-  46 05 12.     (N)    115 30 49.     (W)     SCALED    
 RY0502* NAVD 88     -       469.287  (meters)    1539.65   (feet)  ADJUSTED  
 RY0502  ___________________________________________________________________
 RY0502  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 RY0502  DYNAMIC HT  -         469.224 (meters)    1539.45  (feet)  COMP
 RY0502  MODELED GRAV-     980,467.3   (mgal)                       NAVD 88
 RY0502
 RY0502  VERT ORDER  -  SECOND    CLASS 0
 RY0502
 RY0502.The horizontal coordinates were scaled from a topographic map and have
 RY0502.an estimated accuracy of +/- 6 seconds.
 RY0502
 RY0502.The orthometric height was determined by differential leveling
 RY0502.and adjusted by the National Geodetic Survey in June 1991..
 RY0502
 RY0502.The geoid height was determined by GEOID03.
 RY0502
 RY0502.The dynamic height is computed by dividing the NAVD 88
 RY0502.geopotential number by the normal gravity value computed on the
 RY0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0502.degrees latitude (g = 980.6199 gals.).
 RY0502
 RY0502.The modeled gravity was interpolated from observed gravity values.
 RY0502
 RY0502;                    North         East    Units  Estimated Accuracy
 RY0502;SPC ID W     -   491,100.      818,280.      MT  (+/- 180 meters Scaled)
 RY0502
 RY0502                          SUPERSEDED SURVEY CONTROL
 RY0502
 RY0502  NGVD 29 (??/??/92)  468.183  (m)         1536.03   (f) ADJ UNCH    2 0
 RY0502
 RY0502.Superseded values are not recommended for survey control.
 RY0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0502.See file dsdata.txt to determine how the superseded data were derived.
 RY0502
 RY0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM149047(NAD 83)
 RY0502_MARKER: DD = SURVEY DISK
 RY0502_SETTING: 66 = SET IN ROCK OUTCROP
 RY0502_SP_SET: OUTCROP
 RY0502_STAMPING: J 365
 RY0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0502+STABILITY: POSITION/ELEVATION WELL
 RY0502
 RY0502  HISTORY     - Date     Condition        Report By
 RY0502  HISTORY     - UNK      MONUMENTED       USGS
 RY0502  HISTORY     - 1965     GOOD             NGS
 RY0502
 RY0502                          STATION DESCRIPTION
 RY0502
 RY0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RY0502'7.05 MI SE FROM LOWELL.
 RY0502'7.05 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0502'U.S. HIGHWAY 12 AT LOWELL, 0.2 MILE EAST OF A CONCRETE BRIDGE OVER
 RY0502'SELWAY RIVER, IN THE TOP OF A 5- BY 10-FOOT OUTCROP, 45 FEET SOUTHEAST
 RY0502'OF THE CENTER LINE OF THE ROAD, ABOUT 200 FEET EAST-NORTHEAST OF A
 RY0502'TRAMWAY CROSSING THE RIVER, 31 FEET EAST OF THE GAGING STATION
 RY0502'BUILDING, 20 FEET SOUTH OF REFERENCE MARK B, 17.0 FEET SOUTHEAST OF
 RY0502'REFERENCE MARK A, AND ABOUT 10 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0365 ***********************************************************************
 RY0365  DESIGNATION -  J 366
 RY0365  PID         -  RY0365
 RY0365  STATE/COUNTY-  ID/IDAHO
 RY0365  USGS QUAD   -  MINK PEAK (1995)
 RY0365
 RY0365                         *CURRENT SURVEY CONTROL
 RY0365  ___________________________________________________________________
 RY0365* NAD 83(1986)-  46 05 32.     (N)    115 06 41.     (W)     SCALED    
 RY0365* NAVD 88     -       658.373  (meters)    2160.01   (feet)  ADJUSTED  
 RY0365  ___________________________________________________________________
 RY0365  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 RY0365  DYNAMIC HT  -         658.129 (meters)    2159.21  (feet)  COMP
 RY0365  MODELED GRAV-     980,228.1   (mgal)                       NAVD 88
 RY0365
 RY0365  VERT ORDER  -  SECOND    CLASS 0
 RY0365
 RY0365.The horizontal coordinates were scaled from a topographic map and have
 RY0365.an estimated accuracy of +/- 6 seconds.
 RY0365
 RY0365.The orthometric height was determined by differential leveling
 RY0365.and adjusted by the National Geodetic Survey in June 1991..
 RY0365
 RY0365.The geoid height was determined by GEOID03.
 RY0365
 RY0365.The dynamic height is computed by dividing the NAVD 88
 RY0365.geopotential number by the normal gravity value computed on the
 RY0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0365.degrees latitude (g = 980.6199 gals.).
 RY0365
 RY0365.The modeled gravity was interpolated from observed gravity values.
 RY0365
 RY0365;                    North         East    Units  Estimated Accuracy
 RY0365;SPC ID W     -   491,890.      849,380.      MT  (+/- 180 meters Scaled)
 RY0365
 RY0365                          SUPERSEDED SURVEY CONTROL
 RY0365
 RY0365  NGVD 29 (??/??/92)  657.110  (m)         2155.87   (f) ADJ UNCH    2 0
 RY0365
 RY0365.Superseded values are not recommended for survey control.
 RY0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0365.See file dsdata.txt to determine how the superseded data were derived.
 RY0365
 RY0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM459060(NAD 83)
 RY0365_MARKER: DB = BENCH MARK DISK
 RY0365_SETTING: 66 = SET IN ROCK OUTCROP
 RY0365_SP_SET: OUTCROP
 RY0365_STAMPING: J 366 1965
 RY0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0365+STABILITY: POSITION/ELEVATION WELL
 RY0365
 RY0365  HISTORY     - Date     Condition        Report By
 RY0365  HISTORY     - 1965     MONUMENTED       CGS
 RY0365
 RY0365                          STATION DESCRIPTION
 RY0365
 RY0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0365'29.75 MI E FROM LOWELL.
 RY0365'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0365'HIGHWAY 12 AT LOWELL, THENCE 10.15 MILES EAST ALONG THE SELWAY RIVER
 RY0365'TRAIL, IN THE TOP OF A 6- BY 12-FOOT OUTCROP, 18 FEET SOUTHEAST OF THE
 RY0365'CENTER LINE OF THE TRAIL, 25 FEET EAST-NORTHEAST OF A 30-INCH PINE
 RY0365'TREE, ABOUT 300 FEET HIGHER THAN THE RIVER AND 9 FEET LOWER THAN THE
 RY0365'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0192 ***********************************************************************
 RY0192  DESIGNATION -  J 367
 RY0192  PID         -  RY0192
 RY0192  STATE/COUNTY-  ID/IDAHO
 RY0192  USGS QUAD   -  FREEMAN PEAK (1995)
 RY0192
 RY0192                         *CURRENT SURVEY CONTROL
 RY0192  ___________________________________________________________________
 RY0192* NAD 83(1986)-  46 12 15.     (N)    114 49 14.     (W)     SCALED    
 RY0192* NAVD 88     -       797.189  (meters)    2615.44   (feet)  ADJUSTED  
 RY0192  ___________________________________________________________________
 RY0192  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 RY0192  DYNAMIC HT  -         796.825 (meters)    2614.25  (feet)  COMP
 RY0192  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 RY0192
 RY0192  VERT ORDER  -  SECOND    CLASS 0
 RY0192
 RY0192.The horizontal coordinates were scaled from a topographic map and have
 RY0192.an estimated accuracy of +/- 6 seconds.
 RY0192
 RY0192.The orthometric height was determined by differential leveling
 RY0192.and adjusted by the National Geodetic Survey in June 1991..
 RY0192
 RY0192.The geoid height was determined by GEOID03.
 RY0192
 RY0192.The dynamic height is computed by dividing the NAVD 88
 RY0192.geopotential number by the normal gravity value computed on the
 RY0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0192.degrees latitude (g = 980.6199 gals.).
 RY0192
 RY0192.The modeled gravity was interpolated from observed gravity values.
 RY0192
 RY0192;                    North         East    Units  Estimated Accuracy
 RY0192;SPC ID W     -   504,550.      871,730.      MT  (+/- 180 meters Scaled)
 RY0192
 RY0192                          SUPERSEDED SURVEY CONTROL
 RY0192
 RY0192  NGVD 29 (??/??/92)  795.825  (m)         2610.97   (f) ADJ UNCH    2 0
 RY0192
 RY0192.Superseded values are not recommended for survey control.
 RY0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0192.See file dsdata.txt to determine how the superseded data were derived.
 RY0192
 RY0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM681190(NAD 83)
 RY0192_MARKER: DB = BENCH MARK DISK
 RY0192_SETTING: 80 = SET IN A BOULDER
 RY0192_STAMPING: J 367 1965
 RY0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0192+STABILITY: SURFACE MOTION
 RY0192
 RY0192  HISTORY     - Date     Condition        Report By
 RY0192  HISTORY     - 1965     MONUMENTED       CGS
 RY0192
 RY0192                          STATION DESCRIPTION
 RY0192
 RY0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0192'8.6 MI NE FROM MOOSE CREEK.
 RY0192'8.6 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0192'RANGER STATION AT MOOSE CREEK, IN THE TOP OF A 4- BY 6-FOOT BOULDER,
 RY0192'44 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, 30 FEET NORTH OF A
 RY0192'SMALL WASH, ABOUT 50 FEET HIGHER THAN THE CREEK, AND 5 FEET LOWER THAN
 RY0192'THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0217 ***********************************************************************
 RY0217  DESIGNATION -  J 368
 RY0217  PID         -  RY0217
 RY0217  STATE/COUNTY-  ID/IDAHO
 RY0217  USGS QUAD   -  SADDLE MTN (1987)
 RY0217
 RY0217                         *CURRENT SURVEY CONTROL
 RY0217  ___________________________________________________________________
 RY0217* NAD 83(1986)-  46 14 45.     (N)    114 32 28.     (W)     SCALED    
 RY0217* NAVD 88     -      1457.877  (meters)    4783.05   (feet)  ADJUSTED  
 RY0217  ___________________________________________________________________
 RY0217  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 RY0217  DYNAMIC HT  -        1457.188 (meters)    4780.79  (feet)  COMP
 RY0217  MODELED GRAV-     980,095.0   (mgal)                       NAVD 88
 RY0217
 RY0217  VERT ORDER  -  SECOND    CLASS 0
 RY0217
 RY0217.The horizontal coordinates were scaled from a topographic map and have
 RY0217.an estimated accuracy of +/- 6 seconds.
 RY0217
 RY0217.The orthometric height was determined by differential leveling
 RY0217.and adjusted by the National Geodetic Survey in June 1991..
 RY0217
 RY0217.The geoid height was determined by GEOID03.
 RY0217
 RY0217.The dynamic height is computed by dividing the NAVD 88
 RY0217.geopotential number by the normal gravity value computed on the
 RY0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0217.degrees latitude (g = 980.6199 gals.).
 RY0217
 RY0217.The modeled gravity was interpolated from observed gravity values.
 RY0217
 RY0217;                    North         East    Units  Estimated Accuracy
 RY0217;SPC ID W     -   509,470.      893,220.      MT  (+/- 180 meters Scaled)
 RY0217
 RY0217                          SUPERSEDED SURVEY CONTROL
 RY0217
 RY0217  NGVD 29 (??/??/92) 1456.456  (m)         4778.39   (f) ADJ UNCH    2 0
 RY0217
 RY0217.Superseded values are not recommended for survey control.
 RY0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0217.See file dsdata.txt to determine how the superseded data were derived.
 RY0217
 RY0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM895243(NAD 83)
 RY0217_MARKER: DB = BENCH MARK DISK
 RY0217_SETTING: 80 = SET IN A BOULDER
 RY0217_STAMPING: J 368 1965
 RY0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0217+STABILITY: SURFACE MOTION
 RY0217
 RY0217  HISTORY     - Date     Condition        Report By
 RY0217  HISTORY     - 1965     MONUMENTED       CGS
 RY0217
 RY0217                          STATION DESCRIPTION
 RY0217
 RY0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0217'29.7 MI NE FROM MOOSE CREEK.
 RY0217'13.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0217'RANGER STATION AT MOOSE CREEK, THENCE 16.3 MILES NORTHEAST ALONG EAST
 RY0217'FORK MOOSE CREEK TRAIL, ALONG A STRAIGHT STREACH OF TRAIL, IN THE TOP
 RY0217'OF A 6- BY 8-FOOT BOULDER, 7 FEET NORTHEAST OF THE CENTER LINE OF THE
 RY0217'TRAIL, AND ABOUT 4 1/2 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0375 ***********************************************************************
 OY0375  DESIGNATION -  J 37
 OY0375  PID         -  OY0375
 OY0375  STATE/COUNTY-  ID/BINGHAM
 OY0375  USGS QUAD   -  ATOMIC CITY (1973)
 OY0375
 OY0375                         *CURRENT SURVEY CONTROL
 OY0375  ___________________________________________________________________
 OY0375* NAD 83(1986)-  43 24 25.     (N)    112 51 06.     (W)     SCALED    
 OY0375* NAVD 88     -      1536.585  (meters)    5041.28   (feet)  ADJUSTED  
 OY0375  ___________________________________________________________________
 OY0375  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 OY0375  DYNAMIC HT  -        1535.771 (meters)    5038.61  (feet)  COMP
 OY0375  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 OY0375
 OY0375  VERT ORDER  -  FIRST     CLASS II
 OY0375
 OY0375.The horizontal coordinates were scaled from a topographic map and have
 OY0375.an estimated accuracy of +/- 6 seconds.
 OY0375
 OY0375.The orthometric height was determined by differential leveling
 OY0375.and adjusted by the National Geodetic Survey in December 1992..
 OY0375
 OY0375.The geoid height was determined by GEOID03.
 OY0375
 OY0375.The dynamic height is computed by dividing the NAVD 88
 OY0375.geopotential number by the normal gravity value computed on the
 OY0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0375.degrees latitude (g = 980.6199 gals.).
 OY0375
 OY0375.The modeled gravity was interpolated from observed gravity values.
 OY0375
 OY0375;                    North         East    Units  Estimated Accuracy
 OY0375;SPC ID E     -   193,530.      144,520.      MT  (+/- 180 meters Scaled)
 OY0375
 OY0375                          SUPERSEDED SURVEY CONTROL
 OY0375
 OY0375  NAVD 88 (06/15/91) 1536.578  (m)         5041.26   (f) UNKNOWN     1 2
 OY0375  NGVD 29 (08/20/92) 1535.547  (m)         5037.87   (f) ADJUSTED    1 2
 OY0375
 OY0375.Superseded values are not recommended for survey control.
 OY0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0375.See file dsdata.txt to determine how the superseded data were derived.
 OY0375
 OY0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP500076(NAD 83)
 OY0375_MARKER: DB = BENCH MARK DISK
 OY0375_SETTING: 66 = SET IN ROCK OUTCROP
 OY0375_SP_SET: BEDROCK
 OY0375_STAMPING: J 37 1934
 OY0375_MARK LOGO: CGS   
 OY0375_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0375+STABILITY: POSITION/ELEVATION WELL
 OY0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0375+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0375
 OY0375  HISTORY     - Date     Condition        Report By
 OY0375  HISTORY     - 1934     MONUMENTED       CGS
 OY0375  HISTORY     - 1948     GOOD             NGS
 OY0375  HISTORY     - 19920619 GOOD             NGS
 OY0375
 OY0375                          STATION DESCRIPTION
 OY0375
 OY0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0375'28.9 MI SE FROM ARCO.
 OY0375'IN BINGHAM COUNTY, 28.9 MILES SOUTHEAST ALONG THE OREGON SHORT LINE
 OY0375'RAILROAD FROM THE STATION AT ARCO, BUTTE COUNTY, 0.3 MILE EAST OF
 OY0375'MILEPOST 31, 708 FEET WEST OF THE CENTERLINE OF CULVERT 30.56 UNDER
 OY0375'THE TRACK, 40 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF
 OY0375'A LAVA ROCK, AND ABOUT 5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 OY0375'STAMPED J 37 1934.
 OY0375
 OY0375                          STATION RECOVERY (1992)
 OY0375
 OY0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0375'47.5 KM (29.50 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY0375'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, NEAR THE
 OY0375'NORTH END OF A 80 BY 80-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK,
 OY0375'12.2 M (40.0 FT) SOUTH OF THE NEAR RAIL, AND 0.6 M (2.0 FT) ABOVE THE
 OY0375'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0558 ***********************************************************************
 PY0558  DESIGNATION -  J 370
 PY0558  PID         -  PY0558
 PY0558  STATE/COUNTY-  ID/CLARK
 PY0558  USGS QUAD   -  IDMON (1972)
 PY0558
 PY0558                         *CURRENT SURVEY CONTROL
 PY0558  ___________________________________________________________________
 PY0558* NAD 83(1986)-  44 21 31.     (N)    111 57 09.     (W)     SCALED    
 PY0558* NAVD 88     -      1917.487  (meters)    6290.96   (feet)  POSTED    
 PY0558  ___________________________________________________________________
 PY0558  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 PY0558  DYNAMIC HT  -        1916.430 (meters)    6287.49  (feet)  COMP
 PY0558  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 PY0558
 PY0558  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0558
 PY0558.The horizontal coordinates were scaled from a topographic map and have
 PY0558.an estimated accuracy of +/- 6 seconds.
 PY0558
 PY0558.The orthometric height was determined by differential leveling
 PY0558.and adjusted by the National Geodetic Survey in 1992..
 PY0558.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0558.rate of 0.0 thru 1.0 mm/km.
 PY0558
 PY0558.The geoid height was determined by GEOID03.
 PY0558
 PY0558.The dynamic height is computed by dividing the NAVD 88
 PY0558.geopotential number by the normal gravity value computed on the
 PY0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0558.degrees latitude (g = 980.6199 gals.).
 PY0558
 PY0558.The modeled gravity was interpolated from observed gravity values.
 PY0558
 PY0558;                    North         East    Units  Estimated Accuracy
 PY0558;SPC ID E     -   299,060.      217,070.      MT  (+/- 180 meters Scaled)
 PY0558
 PY0558                          SUPERSEDED SURVEY CONTROL
 PY0558
 PY0558  NGVD 29 (??/??/92) 1916.238  (m)         6286.86   (f) ADJ UNCH    1 2
 PY0558
 PY0558.Superseded values are not recommended for survey control.
 PY0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0558.See file dsdata.txt to determine how the superseded data were derived.
 PY0558
 PY0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ240121(NAD 83)
 PY0558_MARKER: DB = BENCH MARK DISK
 PY0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0558_STAMPING: J 370 1965
 PY0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0558+STABILITY: SURFACE MOTION
 PY0558
 PY0558  HISTORY     - Date     Condition        Report By
 PY0558  HISTORY     - 1965     MONUMENTED       CGS
 PY0558  HISTORY     - 1967     GOOD             NGS
 PY0558
 PY0558                          STATION DESCRIPTION
 PY0558
 PY0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0558'5.7 MI SW FROM KILGORE.
 PY0558'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0558'2.9 MILES WEST AND SOUTH ALONG A COUNTY ROAD, THENCE 2.0 MILES WEST
 PY0558'ALONG THE ROAD TO SPENCER, AT A SUMMIT, 36 1/2 FEET SOUTHEAST OF THE
 PY0558'CENTER LINE OF THE ROAD, 54 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 PY0558'GATE AND A T FENCE JUNCTION, 4.0 FEET NORTHWEST OF A FENCE, 3.1 FEET
 PY0558'WEST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE ROAD, AND SET IN
 PY0558'THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0570 ***********************************************************************
 PY0570  DESIGNATION -  J 371
 PY0570  PID         -  PY0570
 PY0570  STATE/COUNTY-  ID/CLARK
 PY0570  USGS QUAD   -  ANTELOPE VALLEY (1972)
 PY0570
 PY0570                         *CURRENT SURVEY CONTROL
 PY0570  ___________________________________________________________________
 PY0570* NAD 83(1986)-  44 26 01.     (N)    111 46 02.     (W)     SCALED    
 PY0570* NAVD 88     -      1965.520  (meters)    6448.54   (feet)  POSTED    
 PY0570  ___________________________________________________________________
 PY0570  GEOID HEIGHT-          -9.57  (meters)                     GEOID03
 PY0570  DYNAMIC HT  -        1964.440 (meters)    6445.00  (feet)  COMP
 PY0570  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 PY0570
 PY0570  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0570
 PY0570.The horizontal coordinates were scaled from a topographic map and have
 PY0570.an estimated accuracy of +/- 6 seconds.
 PY0570
 PY0570.The orthometric height was determined by differential leveling
 PY0570.and adjusted by the National Geodetic Survey in 1992..
 PY0570.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0570.rate of 0.0 thru 1.0 mm/km.
 PY0570
 PY0570.The geoid height was determined by GEOID03.
 PY0570
 PY0570.The dynamic height is computed by dividing the NAVD 88
 PY0570.geopotential number by the normal gravity value computed on the
 PY0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0570.degrees latitude (g = 980.6199 gals.).
 PY0570
 PY0570.The modeled gravity was interpolated from observed gravity values.
 PY0570
 PY0570;                    North         East    Units  Estimated Accuracy
 PY0570;SPC ID E     -   307,450.      231,800.      MT  (+/- 180 meters Scaled)
 PY0570
 PY0570                          SUPERSEDED SURVEY CONTROL
 PY0570
 PY0570  NGVD 29 (??/??/92) 1964.264  (m)         6444.42   (f) ADJ UNCH    1 2
 PY0570
 PY0570.Superseded values are not recommended for survey control.
 PY0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0570.See file dsdata.txt to determine how the superseded data were derived.
 PY0570
 PY0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ389203(NAD 83)
 PY0570_MARKER: DB = BENCH MARK DISK
 PY0570_SETTING: 80 = SET IN A BOULDER
 PY0570_STAMPING: J 371 1965
 PY0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0570+STABILITY: SURFACE MOTION
 PY0570
 PY0570  HISTORY     - Date     Condition        Report By
 PY0570  HISTORY     - 1965     MONUMENTED       CGS
 PY0570  HISTORY     - 1967     GOOD             NGS
 PY0570
 PY0570                          STATION DESCRIPTION
 PY0570
 PY0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0570'8.9 MI E FROM KILGORE.
 PY0570'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0570'7.3 MILES EAST ALONG A COUNTY ROAD, THENCE 0.8 MILE NORTH ALONG A DIRT
 PY0570'ROAD, AT THE WEST EDGE OF A LAVA COVERED RIDGE, IN THE TOP OF A 6- BY
 PY0570'8-FOOT LAVA BOULDER WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND,
 PY0570'130 FEET SOUTHEAST OF THE CENTER OF THE EAST END OF A 12-INCH PIPE
 PY0570'CULVERT, 87 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 54 FEET EAST
 PY0570'OF THE CENTER OF AN IRRIGATION DITCH, 69.3 FEET EAST OF A WITNESS
 PY0570'POST, AND ABOUT 12 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0554 ***********************************************************************
 PY0554  DESIGNATION -  J 372
 PY0554  PID         -  PY0554
 PY0554  STATE/COUNTY-  ID/FREMONT
 PY0554  USGS QUAD   -  BIG GRASSY RIDGE SE (1972)
 PY0554
 PY0554                         *CURRENT SURVEY CONTROL
 PY0554  ___________________________________________________________________
 PY0554* NAD 83(1986)-  44 00 48.     (N)    111 46 57.     (W)     SCALED    
 PY0554* NAVD 88     -      1527.939  (meters)    5012.91   (feet)  POSTED    
 PY0554  ___________________________________________________________________
 PY0554  GEOID HEIGHT-         -10.79  (meters)                     GEOID03
 PY0554  DYNAMIC HT  -        1527.190 (meters)    5010.46  (feet)  COMP
 PY0554  MODELED GRAV-     980,075.4   (mgal)                       NAVD 88
 PY0554
 PY0554  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0554
 PY0554.The horizontal coordinates were scaled from a topographic map and have
 PY0554.an estimated accuracy of +/- 6 seconds.
 PY0554
 PY0554.The orthometric height was determined by differential leveling
 PY0554.and adjusted by the National Geodetic Survey in 1992..
 PY0554.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0554.rate of 0.0 thru 1.0 mm/km.
 PY0554
 PY0554.The geoid height was determined by GEOID03.
 PY0554
 PY0554.The dynamic height is computed by dividing the NAVD 88
 PY0554.geopotential number by the normal gravity value computed on the
 PY0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0554.degrees latitude (g = 980.6199 gals.).
 PY0554
 PY0554.The modeled gravity was interpolated from observed gravity values.
 PY0554
 PY0554;                    North         East    Units  Estimated Accuracy
 PY0554;SPC ID E     -   260,750.      230,800.      MT  (+/- 180 meters Scaled)
 PY0554
 PY0554                          SUPERSEDED SURVEY CONTROL
 PY0554
 PY0554  NGVD 29 (??/??/92) 1526.887  (m)         5009.46   (f) ADJ UNCH    1 2
 PY0554
 PY0554.Superseded values are not recommended for survey control.
 PY0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0554.See file dsdata.txt to determine how the superseded data were derived.
 PY0554
 PY0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP372736(NAD 83)
 PY0554_MARKER: DB = BENCH MARK DISK
 PY0554_SETTING: 66 = SET IN ROCK OUTCROP
 PY0554_SP_SET: LAVA OUTCROP
 PY0554_STAMPING: J 372 1967
 PY0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0554+STABILITY: POSITION/ELEVATION WELL
 PY0554
 PY0554  HISTORY     - Date     Condition        Report By
 PY0554  HISTORY     - 1967     MONUMENTED       CGS
 PY0554
 PY0554                          STATION DESCRIPTION
 PY0554
 PY0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0554'5.35 MI N FROM PARKER.
 PY0554'0.1 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT PARKER, THENCE
 PY0554'1.0 MILE WEST ALONG A COUNTY ROAD, THENCE 4.25 MILES NORTH ALONG A
 PY0554'COUNTY ROAD, ABOUT 200 FEET NORTHWEST OF THE CENTER OF A CURVE, AT THE
 PY0554'SUMMIT OF A HILL, IN THE TOP OF A LARGE FLAT LAVA OUTCROP PROJECTING
 PY0554'ABOUT 1 FOOT, 82 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 7.6
 PY0554'FEET NORTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0530 ***********************************************************************
 PY0530  DESIGNATION -  J 373
 PY0530  PID         -  PY0530
 PY0530  STATE/COUNTY-  ID/CLARK
 PY0530  USGS QUAD   -  IDMON (1972)
 PY0530
 PY0530                         *CURRENT SURVEY CONTROL
 PY0530  ___________________________________________________________________
 PY0530* NAD 83(1986)-  44 17 20.     (N)    111 53 35.     (W)     SCALED    
 PY0530* NAVD 88     -      1897.104  (meters)    6224.08   (feet)  POSTED    
 PY0530  ___________________________________________________________________
 PY0530  GEOID HEIGHT-         -10.17  (meters)                     GEOID03
 PY0530  DYNAMIC HT  -        1896.060 (meters)    6220.66  (feet)  COMP
 PY0530  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 PY0530
 PY0530  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0530
 PY0530.The horizontal coordinates were scaled from a topographic map and have
 PY0530.an estimated accuracy of +/- 6 seconds.
 PY0530
 PY0530.The orthometric height was determined by differential leveling
 PY0530.and adjusted by the National Geodetic Survey in 1992..
 PY0530.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0530.rate of 0.0 thru 1.0 mm/km.
 PY0530
 PY0530.The geoid height was determined by GEOID03.
 PY0530
 PY0530.The dynamic height is computed by dividing the NAVD 88
 PY0530.geopotential number by the normal gravity value computed on the
 PY0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0530.degrees latitude (g = 980.6199 gals.).
 PY0530
 PY0530.The modeled gravity was interpolated from observed gravity values.
 PY0530
 PY0530;                    North         East    Units  Estimated Accuracy
 PY0530;SPC ID E     -   291,330.      221,840.      MT  (+/- 180 meters Scaled)
 PY0530
 PY0530                          SUPERSEDED SURVEY CONTROL
 PY0530
 PY0530  NGVD 29 (??/??/92) 1895.878  (m)         6220.06   (f) ADJ UNCH    1 2
 PY0530
 PY0530.Superseded values are not recommended for survey control.
 PY0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0530.See file dsdata.txt to determine how the superseded data were derived.
 PY0530
 PY0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ287043(NAD 83)
 PY0530_MARKER: DB = BENCH MARK DISK
 PY0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0530_SP_SET: BRIDGE
 PY0530_STAMPING: J 373 1967
 PY0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0530
 PY0530  HISTORY     - Date     Condition        Report By
 PY0530  HISTORY     - 1967     MONUMENTED       CGS
 PY0530
 PY0530                          STATION DESCRIPTION
 PY0530
 PY0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0530'9.3 MI S FROM KILGORE.
 PY0530'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0530'8.5 MILES SOUTH ALONG THE ROAD TO ST ANTHONY, IN THE TOP AND 1.2 FEET
 PY0530'WEST OF THE EAST END OF THE EAST CONCRETE WING WALL OF A BRIDGE OVER
 PY0530'MCGARRY CREEK, 18 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 PY0530'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0195 ***********************************************************************
 PZ0195  DESIGNATION -  J 374
 PZ0195  PID         -  PZ0195
 PZ0195  STATE/COUNTY-  ID/CLARK
 PZ0195  USGS QUAD   -  GARDNER LAKE (1972)
 PZ0195
 PZ0195                         *CURRENT SURVEY CONTROL
 PZ0195  ___________________________________________________________________
 PZ0195* NAD 83(1986)-  44 20 45.     (N)    112 00 08.     (W)     SCALED    
 PZ0195* NAVD 88     -      1898.926  (meters)    6230.06   (feet)  POSTED    
 PZ0195  ___________________________________________________________________
 PZ0195  GEOID HEIGHT-         -10.09  (meters)                     GEOID03
 PZ0195  DYNAMIC HT  -        1897.880 (meters)    6226.63  (feet)  COMP
 PZ0195  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 PZ0195
 PZ0195  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PZ0195
 PZ0195.The horizontal coordinates were scaled from a topographic map and have
 PZ0195.an estimated accuracy of +/- 6 seconds.
 PZ0195
 PZ0195.The orthometric height was determined by differential leveling
 PZ0195.and adjusted by the National Geodetic Survey in 1992..
 PZ0195.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PZ0195.rate of 0.0 thru 1.0 mm/km.
 PZ0195
 PZ0195.The geoid height was determined by GEOID03.
 PZ0195
 PZ0195.The dynamic height is computed by dividing the NAVD 88
 PZ0195.geopotential number by the normal gravity value computed on the
 PZ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0195.degrees latitude (g = 980.6199 gals.).
 PZ0195
 PZ0195.The modeled gravity was interpolated from observed gravity values.
 PZ0195
 PZ0195;                    North         East    Units  Estimated Accuracy
 PZ0195;SPC ID E     -   297,630.      213,110.      MT  (+/- 180 meters Scaled)
 PZ0195
 PZ0195                          SUPERSEDED SURVEY CONTROL
 PZ0195
 PZ0195  NGVD 29 (??/??/92) 1897.679  (m)         6225.97   (f) ADJ UNCH    1 2
 PZ0195
 PZ0195.Superseded values are not recommended for survey control.
 PZ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0195.See file dsdata.txt to determine how the superseded data were derived.
 PZ0195
 PZ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ201107(NAD 83)
 PZ0195_MARKER: DB = BENCH MARK DISK
 PZ0195_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0195_SP_SET: SET IN ROCK OUTCROP
 PZ0195_STAMPING: J 374 1967
 PZ0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0195+STABILITY: POSITION/ELEVATION WELL
 PZ0195
 PZ0195  HISTORY     - Date     Condition        Report By
 PZ0195  HISTORY     - 1967     MONUMENTED       CGS
 PZ0195
 PZ0195                          STATION DESCRIPTION
 PZ0195
 PZ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PZ0195'8.4 MI SW FROM KILGORE.
 PZ0195'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PZ0195'2.9 MILES WEST AND SOUTH ALONG A COUNTY ROAD, THENCE 4.7 MILES WEST
 PZ0195'ALONG THE ROAD TO SPENCER, 9.35 MILES EAST OF SPENCER, 0.1 MILE EAST
 PZ0195'OF THE CROSSING OF A TELEPHONE LINE, AT A GROUP OF BOULDERS, IN THE
 PZ0195'TOP OF A LARGE FLAT BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND, 43
 PZ0195'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16.9 FEET SOUTH OF A FENCE,
 PZ0195'19.9 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 PZ0195'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0052 ***********************************************************************
 NU0052  DESIGNATION -  J 375
 NU0052  PID         -  NU0052
 NU0052  STATE/COUNTY-  ID/BANNOCK
 NU0052  USGS QUAD   -  ARIMO (1968)
 NU0052
 NU0052                         *CURRENT SURVEY CONTROL
 NU0052  ___________________________________________________________________
 NU0052* NAD 83(1986)-  42 33 08.     (N)    112 10 04.     (W)     SCALED    
 NU0052* NAVD 88     -      1445.534  (meters)    4742.56   (feet)  ADJUSTED  
 NU0052  ___________________________________________________________________
 NU0052  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NU0052  DYNAMIC HT  -        1444.610 (meters)    4739.52  (feet)  COMP
 NU0052  MODELED GRAV-     979,931.8   (mgal)                       NAVD 88
 NU0052
 NU0052  VERT ORDER  -  FIRST     CLASS I
 NU0052
 NU0052.The horizontal coordinates were scaled from a topographic map and have
 NU0052.an estimated accuracy of +/- 6 seconds.
 NU0052
 NU0052.The orthometric height was determined by differential leveling
 NU0052.and adjusted by the National Geodetic Survey in June 1991..
 NU0052
 NU0052.The geoid height was determined by GEOID03.
 NU0052
 NU0052.The dynamic height is computed by dividing the NAVD 88
 NU0052.geopotential number by the normal gravity value computed on the
 NU0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0052.degrees latitude (g = 980.6199 gals.).
 NU0052
 NU0052.The modeled gravity was interpolated from observed gravity values.
 NU0052
 NU0052;                    North         East    Units  Estimated Accuracy
 NU0052;SPC ID E     -    98,360.      199,910.      MT  (+/- 180 meters Scaled)
 NU0052
 NU0052                          SUPERSEDED SURVEY CONTROL
 NU0052
 NU0052  NGVD 29 (??/??/92) 1444.457  (m)         4739.02   (f) ADJ UNCH    1 1
 NU0052
 NU0052.Superseded values are not recommended for survey control.
 NU0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0052.See file dsdata.txt to determine how the superseded data were derived.
 NU0052
 NU0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN041117(NAD 83)
 NU0052_MARKER: DB = BENCH MARK DISK
 NU0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0052_SP_SET: SIPHON
 NU0052_STAMPING: J 375 1967
 NU0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0052
 NU0052  HISTORY     - Date     Condition        Report By
 NU0052  HISTORY     - 1967     MONUMENTED       CGS
 NU0052
 NU0052                          STATION DESCRIPTION
 NU0052
 NU0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0052'0.7 MI S FROM ARIMO.
 NU0052'0.7 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0052'ARIMO, 1-3/4 POLES SOUTH OF THE CROSSING OF A PRIVATE ROAD, 1 1/4
 NU0052'POLES NORTH OF MILEPOLE 104, IN THE TOP OF THE NORTH END OF THE WEST
 NU0052'CONCRETE HEAD WALL OF IRRIGATION SIPHON 104.02, 14.9 FEET WEST OF THE
 NU0052'WEST RAIL, 1.7 FEET NORTH OF BENCH MARK J 1, AND ABOUT 3 FEET HIGHER
 NU0052'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0283 ***********************************************************************
 NU0283  DESIGNATION -  J 376
 NU0283  PID         -  NU0283
 NU0283  STATE/COUNTY-  ID/FRANKLIN
 NU0283  USGS QUAD   -  OXFORD (1968)
 NU0283
 NU0283                         *CURRENT SURVEY CONTROL
 NU0283  ___________________________________________________________________
 NU0283* NAD 83(1986)-  42 16 17.     (N)    112 00 50.     (W)     SCALED    
 NU0283* NAVD 88     -      1502.147  (meters)    4928.29   (feet)  ADJUSTED  
 NU0283  ___________________________________________________________________
 NU0283  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 NU0283  DYNAMIC HT  -        1501.151 (meters)    4925.03  (feet)  COMP
 NU0283  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 NU0283
 NU0283  VERT ORDER  -  FIRST     CLASS I
 NU0283
 NU0283.The horizontal coordinates were scaled from a topographic map and have
 NU0283.an estimated accuracy of +/- 6 seconds.
 NU0283
 NU0283.The orthometric height was determined by differential leveling
 NU0283.and adjusted by the National Geodetic Survey in June 1991..
 NU0283
 NU0283.The geoid height was determined by GEOID03.
 NU0283
 NU0283.The dynamic height is computed by dividing the NAVD 88
 NU0283.geopotential number by the normal gravity value computed on the
 NU0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0283.degrees latitude (g = 980.6199 gals.).
 NU0283
 NU0283.The modeled gravity was interpolated from observed gravity values.
 NU0283
 NU0283;                    North         East    Units  Estimated Accuracy
 NU0283;SPC ID E     -    67,180.      212,600.      MT  (+/- 180 meters Scaled)
 NU0283
 NU0283                          SUPERSEDED SURVEY CONTROL
 NU0283
 NU0283  NGVD 29 (??/??/92) 1501.089  (m)         4924.82   (f) ADJ UNCH    1 1
 NU0283
 NU0283.Superseded values are not recommended for survey control.
 NU0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0283.See file dsdata.txt to determine how the superseded data were derived.
 NU0283
 NU0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM163804(NAD 83)
 NU0283_MARKER: DB = BENCH MARK DISK
 NU0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0283_STAMPING: J 376 1967
 NU0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0283+STABILITY: SURFACE MOTION
 NU0283
 NU0283  HISTORY     - Date     Condition        Report By
 NU0283  HISTORY     - 1967     MONUMENTED       CGS
 NU0283
 NU0283                          STATION DESCRIPTION
 NU0283
 NU0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0283'3.4 MI S FROM SWAN LAKE.
 NU0283'0.6 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 NU0283'HIGHWAY 91 AT SWAN LAKE, THENCE 2.8 MILES SOUTH ALONG A COUNTY ROAD,
 NU0283'0.1 MILE SOUTHWEST OF THE JUNCTION OF AN ASPHALT ROAD SOUTH, ON THE
 NU0283'INSIDE OF A CURVE, AT THE JUNCTION OF A TRACK ROAD NORTHWEST TO A
 NU0283'FIELD, 49 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 23 FEET
 NU0283'NORTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 21 FEET NORTHWEST OF
 NU0283'THE CENTER OF THE NORTHEAST END OF A 10-INCH PIPE CULVERT, 10 1/2 FEET
 NU0283'NORTHEAST OF THE NORTHEAST END OF A GATE, 2.0 FEET SOUTHEAST OF A
 NU0283'FENCE, 1.0 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 NU0283'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 NU0283'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0218 ***********************************************************************
 PZ0218  DESIGNATION -  J 38
 PZ0218  PID         -  PZ0218
 PZ0218  STATE/COUNTY-  ID/CLARK
 PZ0218  USGS QUAD   -  SCOTT BUTTE (1969)
 PZ0218
 PZ0218                         *CURRENT SURVEY CONTROL
 PZ0218  ___________________________________________________________________
 PZ0218* NAD 83(1986)-  44 03 24.     (N)    112 49 23.     (W)     SCALED    
 PZ0218* NAVD 88     -      1702.647  (meters)    5586.10   (feet)  ADJUSTED  
 PZ0218  ___________________________________________________________________
 PZ0218  GEOID HEIGHT-         -10.93  (meters)                     GEOID03
 PZ0218  DYNAMIC HT  -        1701.735 (meters)    5583.11  (feet)  COMP
 PZ0218  MODELED GRAV-     980,022.7   (mgal)                       NAVD 88
 PZ0218
 PZ0218  VERT ORDER  -  SECOND    CLASS 0
 PZ0218
 PZ0218.The horizontal coordinates were scaled from a topographic map and have
 PZ0218.an estimated accuracy of +/- 6 seconds.
 PZ0218
 PZ0218.The orthometric height was determined by differential leveling
 PZ0218.and adjusted by the National Geodetic Survey in June 1991..
 PZ0218
 PZ0218.The geoid height was determined by GEOID03.
 PZ0218
 PZ0218.The dynamic height is computed by dividing the NAVD 88
 PZ0218.geopotential number by the normal gravity value computed on the
 PZ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0218.degrees latitude (g = 980.6199 gals.).
 PZ0218
 PZ0218.The modeled gravity was interpolated from observed gravity values.
 PZ0218
 PZ0218;                    North         East    Units  Estimated Accuracy
 PZ0218;SPC ID E     -   265,700.      147,410.      MT  (+/- 180 meters Scaled)
 PZ0218
 PZ0218                          SUPERSEDED SURVEY CONTROL
 PZ0218
 PZ0218  NGVD 29 (??/??/92) 1701.458  (m)         5582.20   (f) ADJ UNCH    2 0
 PZ0218
 PZ0218.Superseded values are not recommended for survey control.
 PZ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0218.See file dsdata.txt to determine how the superseded data were derived.
 PZ0218
 PZ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP539797(NAD 83)
 PZ0218_MARKER: DB = BENCH MARK DISK
 PZ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0218_STAMPING: J 38 1934
 PZ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0218+STABILITY: SURFACE MOTION
 PZ0218
 PZ0218  HISTORY     - Date     Condition        Report By
 PZ0218  HISTORY     - 1934     MONUMENTED       CGS
 PZ0218  HISTORY     - 1969     MARK NOT FOUND   USGS
 PZ0218
 PZ0218                          STATION DESCRIPTION
 PZ0218
 PZ0218'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 PZ0218'8.3 MI NW FROM RENO RANCH.
 PZ0218'8.3 MILES NORTHWEST ALONG THE ROAD LEADING TO KAUFMAN FROM RENO RANCH,
 PZ0218'CLARK COUNTY, ABOUT 0.2 MILE NORTHWEST OF A BRIDGE OVER AN IRRIGATION
 PZ0218'DITCH AT A CURVE IN THE ROAD, DIRECTLY SOUTHWEST OF THE SOUTHEAST
 PZ0218'BREAK IN THE TOP OF AN INVERTED SAUCER-LIKE MOUNTAIN, ABOUT 60 FEET
 PZ0218'SOUTH OF A GRAVEL PILE, AND 38 FEET NORTHEAST OF THE CENTER LINE OF
 PZ0218'THE ROAD.  A STANDARD DISK, STAMPED J 38 1934 AND SET IN THE TOP OF A
 PZ0218'CONCRETE POST.  NOTE-- THE AREA WAS SEARCHED DILIGENTLY AND THE
 PZ0218'DESCRIPTION DISECTED AND THE PLACE WHICH THE BM SHOULD BE WOULD BE
 PZ0218'UNDER A NEW HIGHWAY BUILT SINCE THE 1934 LEVEL LINE OF USC AND GS. THE
 PZ0218'BM HAS EITHER BEEN COVERED OVER OR GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0647 ***********************************************************************
 TO0647  DESIGNATION -  J 381
 TO0647  PID         -  TO0647
 TO0647  STATE/COUNTY-  ID/BOUNDARY
 TO0647  USGS QUAD   -  CURLEY CREEK (1983)
 TO0647
 TO0647                         *CURRENT SURVEY CONTROL
 TO0647  ___________________________________________________________________
 TO0647* NAD 83(1986)-  48 42 26.     (N)    116 07 33.     (W)     SCALED    
 TO0647* NAVD 88     -       718.697  (meters)    2357.93   (feet)  ADJUSTED  
 TO0647  ___________________________________________________________________
 TO0647  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 TO0647  DYNAMIC HT  -         718.766 (meters)    2358.15  (feet)  COMP
 TO0647  MODELED GRAV-     980,682.7   (mgal)                       NAVD 88
 TO0647
 TO0647  VERT ORDER  -  FIRST     CLASS II
 TO0647
 TO0647.The horizontal coordinates were scaled from a topographic map and have
 TO0647.an estimated accuracy of +/- 6 seconds.
 TO0647
 TO0647.The orthometric height was determined by differential leveling
 TO0647.and adjusted by the National Geodetic Survey in June 1991..
 TO0647
 TO0647.The geoid height was determined by GEOID03.
 TO0647
 TO0647.The dynamic height is computed by dividing the NAVD 88
 TO0647.geopotential number by the normal gravity value computed on the
 TO0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0647.degrees latitude (g = 980.6199 gals.).
 TO0647
 TO0647.The modeled gravity was interpolated from observed gravity values.
 TO0647
 TO0647;                    North         East    Units  Estimated Accuracy
 TO0647;SPC ID W     -   782,470.      772,340.      MT  (+/- 180 meters Scaled)
 TO0647
 TO0647                          SUPERSEDED SURVEY CONTROL
 TO0647
 TO0647.No superseded survey control is available for this station.
 TO0647
 TO0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP643952(NAD 83)
 TO0647_MARKER: I = METAL ROD
 TO0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0647_SP_SET: STAINLESS STEEL ROD
 TO0647_STAMPING: J 381 1980
 TO0647_PROJECTION: FLUSH
 TO0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0647_ROD/PIPE-DEPTH: 9.0  meters
 TO0647
 TO0647  HISTORY     - Date     Condition        Report By
 TO0647  HISTORY     - 1980     MONUMENTED       NGS
 TO0647
 TO0647                          STATION DESCRIPTION
 TO0647
 TO0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0647'19.7 KM SE FROM BONNERS FERRY.
 TO0647'4.7 KILOMETERS (2.9 MILES) NORTH ALONG US HIGHWAYS 2 AND 95 FROM THE
 TO0647'POST OFFICE IN BONNERS FERRY, THENCE 15.0 KILOMETERS (9.25 MILES)
 TO0647'SOUTHEAST ALONG US HIGHWAY 2, SET OF TOP OF A LOW CUT BANK, 23.0
 TO0647'METERS (75.4 FEET) NORTHWEST OF THE SOUTHEAST END OF THE CUT BANK,
 TO0647'16.5 METERS (54.0 FEET) SOUTHEAST OF THE EXTENDED CENTERLINE OF
 TO0647'A PRIVATE DRIVE, LEADING SOUTHWEST, 14.9 METERS (49.0 FEET) NORTHEAST
 TO0647'OF THE CENTERLINE OF THE HIGHWAY.
 TO0647'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 TO0647'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0615 ***********************************************************************
 TO0615  DESIGNATION -  J 382
 TO0615  PID         -  TO0615
 TO0615  STATE/COUNTY-  ID/BOUNDARY
 TO0615  USGS QUAD   -  RITZ (1996)
 TO0615
 TO0615                         *CURRENT SURVEY CONTROL
 TO0615  ___________________________________________________________________
 TO0615* NAD 83(1986)-  48 50 15.     (N)    116 20 09.     (W)     SCALED    
 TO0615* NAVD 88     -       631.927  (meters)    2073.25   (feet)  ADJUSTED  
 TO0615  ___________________________________________________________________
 TO0615  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 TO0615  DYNAMIC HT  -         631.990 (meters)    2073.45  (feet)  COMP
 TO0615  MODELED GRAV-     980,691.6   (mgal)                       NAVD 88
 TO0615
 TO0615  VERT ORDER  -  FIRST     CLASS II
 TO0615
 TO0615.The horizontal coordinates were scaled from a topographic map and have
 TO0615.an estimated accuracy of +/- 6 seconds.
 TO0615
 TO0615.The orthometric height was determined by differential leveling
 TO0615.and adjusted by the National Geodetic Survey in June 1991..
 TO0615
 TO0615.The geoid height was determined by GEOID03.
 TO0615
 TO0615.The dynamic height is computed by dividing the NAVD 88
 TO0615.geopotential number by the normal gravity value computed on the
 TO0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0615.degrees latitude (g = 980.6199 gals.).
 TO0615
 TO0615.The modeled gravity was interpolated from observed gravity values.
 TO0615
 TO0615;                    North         East    Units  Estimated Accuracy
 TO0615;SPC ID W     -   797,060.      757,000.      MT  (+/- 180 meters Scaled)
 TO0615
 TO0615                          SUPERSEDED SURVEY CONTROL
 TO0615
 TO0615.No superseded survey control is available for this station.
 TO0615
 TO0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ487096(NAD 83)
 TO0615_MARKER: I = METAL ROD
 TO0615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0615_SP_SET: STAINLESS STEEL ROD
 TO0615_STAMPING: J 382 1980
 TO0615_MARK LOGO: NGS   
 TO0615_PROJECTION: FLUSH
 TO0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0615_ROD/PIPE-DEPTH: 6.0  meters
 TO0615
 TO0615  HISTORY     - Date     Condition        Report By
 TO0615  HISTORY     - 1980     MONUMENTED       NGS
 TO0615
 TO0615                          STATION DESCRIPTION
 TO0615
 TO0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0615'17.9 KM NORTH FROM BONNERS FERRY.
 TO0615'17.9 KILOMETERS (11.15 MILES) NORTH ALONG U.S. HIGHWAY 95 FROM THE
 TO0615'POST OFFICE IN BONNERS FERRY, AT THE MIDDLE OF A VALLEY, SET ON TOP OF
 TO0615'A SMALL KNOLL, 24.1 METERS (79.0 FEET) WEST OF THE CENTERLINE OF THE
 TO0615'HIGHWAY, 14.3 METERS (47.0 FEET) NORTH OF THE CENTERLINE OF A DIRT
 TO0615'DRIVE LEADING TO A ONE STROY FRAME HOUSE, 14.9 METERS (49.0 FEET)
 TO0615'NORTHWEST OF AN UNDERGROUND CABLE BOX, 2.2 METERS (7.5 FEET) EAST OF
 TO0615'A POWER LINE POLE WITH A SINGLE GUY WIRE.
 TO0615'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0535 ***********************************************************************
 TO0535  DESIGNATION -  J 383
 TO0535  PID         -  TO0535
 TO0535  STATE/COUNTY-  ID/BOUNDARY
 TO0535  USGS QUAD   -  NAPLES (1996)
 TO0535
 TO0535                         *CURRENT SURVEY CONTROL
 TO0535  ___________________________________________________________________
 TO0535* NAD 83(1986)-  48 32 57.     (N)    116 24 19.     (W)     SCALED    
 TO0535* NAVD 88     -       652.351  (meters)    2140.25   (feet)  ADJUSTED  
 TO0535  ___________________________________________________________________
 TO0535  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 TO0535  DYNAMIC HT  -         652.405 (meters)    2140.43  (feet)  COMP
 TO0535  MODELED GRAV-     980,673.4   (mgal)                       NAVD 88
 TO0535
 TO0535  VERT ORDER  -  FIRST     CLASS II
 TO0535
 TO0535.The horizontal coordinates were scaled from a topographic map and have
 TO0535.an estimated accuracy of +/- 6 seconds.
 TO0535
 TO0535.The orthometric height was determined by differential leveling
 TO0535.and adjusted by the National Geodetic Survey in June 1991..
 TO0535
 TO0535.The geoid height was determined by GEOID03.
 TO0535
 TO0535.The dynamic height is computed by dividing the NAVD 88
 TO0535.geopotential number by the normal gravity value computed on the
 TO0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0535.degrees latitude (g = 980.6199 gals.).
 TO0535
 TO0535.The modeled gravity was interpolated from observed gravity values.
 TO0535
 TO0535;                    North         East    Units  Estimated Accuracy
 TO0535;SPC ID W     -   765,040.      751,620.      MT  (+/- 180 meters Scaled)
 TO0535
 TO0535                          SUPERSEDED SURVEY CONTROL
 TO0535
 TO0535.No superseded survey control is available for this station.
 TO0535
 TO0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP438775(NAD 83)
 TO0535_MARKER: I = METAL ROD
 TO0535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0535_SP_SET: STAINLESS STEEL ROD
 TO0535_STAMPING: J 383 1980
 TO0535_PROJECTION: FLUSH
 TO0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0535_ROD/PIPE-DEPTH: 9.0  meters
 TO0535
 TO0535  HISTORY     - Date     Condition        Report By
 TO0535  HISTORY     - 1980     MONUMENTED       NGS
 TO0535
 TO0535                          STATION DESCRIPTION
 TO0535
 TO0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0535'19.1 KM SOUTH FROM BONNERS FERRY.
 TO0535'19.1 KILOMETERS (11.8 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM
 TO0535'THE POST OFFICE IN BONNERS FERRY, 45.8 METERS (150 FEET) NORTHEAST OF
 TO0535'THE EXTENDED CENTERLINE OF A GRAVEL ROAD LEADING NORTHWEST, 11.3
 TO0535'METERS (37.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.8
 TO0535'METERS (9.0 FEET) NORTHEAST OF POWER LINE POLE NUMBER B 368 WITH A
 TO0535'TRANSFORMER AND ONE GUY WIRE.
 TO0535'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 TO0535'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0571 ***********************************************************************
 TO0571  DESIGNATION -  J 384
 TO0571  PID         -  TO0571
 TO0571  STATE/COUNTY-  ID/BONNER
 TO0571  USGS QUAD   -  CABINET (1989)
 TO0571
 TO0571                         *CURRENT SURVEY CONTROL
 TO0571  ___________________________________________________________________
 TO0571* NAD 83(1986)-  48 05 45.     (N)    116 06 31.     (W)     SCALED    
 TO0571* NAVD 88     -       658.798  (meters)    2161.41   (feet)  ADJUSTED  
 TO0571  ___________________________________________________________________
 TO0571  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 TO0571  DYNAMIC HT  -         658.829 (meters)    2161.51  (feet)  COMP
 TO0571  MODELED GRAV-     980,638.1   (mgal)                       NAVD 88
 TO0571
 TO0571  VERT ORDER  -  FIRST     CLASS II
 TO0571
 TO0571.The horizontal coordinates were scaled from a topographic map and have
 TO0571.an estimated accuracy of +/- 6 seconds.
 TO0571
 TO0571.The orthometric height was determined by differential leveling
 TO0571.and adjusted by the National Geodetic Survey in June 1991..
 TO0571
 TO0571.The geoid height was determined by GEOID03.
 TO0571
 TO0571.The dynamic height is computed by dividing the NAVD 88
 TO0571.geopotential number by the normal gravity value computed on the
 TO0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0571.degrees latitude (g = 980.6199 gals.).
 TO0571
 TO0571.The modeled gravity was interpolated from observed gravity values.
 TO0571
 TO0571;                    North         East    Units  Estimated Accuracy
 TO0571;SPC ID W     -   714,480.      773,290.      MT  (+/- 180 meters Scaled)
 TO0571
 TO0571                          SUPERSEDED SURVEY CONTROL
 TO0571
 TO0571.No superseded survey control is available for this station.
 TO0571
 TO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP663273(NAD 83)
 TO0571_MARKER: I = METAL ROD
 TO0571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0571_SP_SET: STAINLESS STEEL ROD
 TO0571_STAMPING: J 384 1980
 TO0571_PROJECTION: FLUSH
 TO0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0571_ROD/PIPE-DEPTH: 2.1  meters
 TO0571
 TO0571  HISTORY     - Date     Condition        Report By
 TO0571  HISTORY     - 1980     MONUMENTED       NGS
 TO0571
 TO0571                          STATION DESCRIPTION
 TO0571
 TO0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0571'7.9 KM SE FROM CLARK FORK.
 TO0571'7.9 KILOMETERS (4.95 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0571'THE PUBLIC SCHOOL IN CLARK FORK, 0.3 KILOMETER (0.2 MILE)
 TO0571'SOUTHEAST OF HIGHWAY MILEPOST 60, AT THE Y JUNCTION OF A GRAVEL
 TO0571'ROAD LEADING SOUTHEAST TO THE RIVER DELTA RESORT, 13.9 METERS (45.6
 TO0571'FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.5 METERS (24.5
 TO0571'FEET) WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 3.6 METERS (11.8
 TO0571'FEET) SOUTH OF A CORNER FENCE POST, 2.0 METERS (6.6 FEET) NORTHWEST
 TO0571'OF THE NORTHWEST ONE OF TWO 30-INCH DIAMETER POSTS PROJECTING 0.9
 TO0571'METER (3.0 FEET), 1.0 METER (3.3 FEET) EAST OF A STREET LAMP POST.
 TO0571'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 TO0571'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0586 ***********************************************************************
 TO0586  DESIGNATION -  J 385
 TO0586  PID         -  TO0586
 TO0586  STATE/COUNTY-  ID/BONNER
 TO0586  USGS QUAD   -  TROUT PEAK (1989)
 TO0586
 TO0586                         *CURRENT SURVEY CONTROL
 TO0586  ___________________________________________________________________
 TO0586* NAD 83(1986)-  48 15 34.     (N)    116 19 43.     (W)     SCALED    
 TO0586* NAVD 88     -       659.563  (meters)    2163.92   (feet)  ADJUSTED  
 TO0586  ___________________________________________________________________
 TO0586  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TO0586  DYNAMIC HT  -         659.604 (meters)    2164.05  (feet)  COMP
 TO0586  MODELED GRAV-     980,651.8   (mgal)                       NAVD 88
 TO0586
 TO0586  VERT ORDER  -  FIRST     CLASS II
 TO0586
 TO0586.The horizontal coordinates were scaled from a topographic map and have
 TO0586.an estimated accuracy of +/- 6 seconds.
 TO0586
 TO0586.The orthometric height was determined by differential leveling
 TO0586.and adjusted by the National Geodetic Survey in June 1991..
 TO0586
 TO0586.The geoid height was determined by GEOID03.
 TO0586
 TO0586.The dynamic height is computed by dividing the NAVD 88
 TO0586.geopotential number by the normal gravity value computed on the
 TO0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0586.degrees latitude (g = 980.6199 gals.).
 TO0586
 TO0586.The modeled gravity was interpolated from observed gravity values.
 TO0586
 TO0586;                    North         East    Units  Estimated Accuracy
 TO0586;SPC ID W     -   732,780.      757,040.      MT  (+/- 180 meters Scaled)
 TO0586
 TO0586                          SUPERSEDED SURVEY CONTROL
 TO0586
 TO0586.No superseded survey control is available for this station.
 TO0586
 TO0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP498453(NAD 83)
 TO0586_MARKER: DB = BENCH MARK DISK
 TO0586_SETTING: 66 = SET IN ROCK OUTCROP
 TO0586_SP_SET: ROCK OUTCROP
 TO0586_STAMPING: J 385 1980
 TO0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0586+STABILITY: POSITION/ELEVATION WELL
 TO0586
 TO0586  HISTORY     - Date     Condition        Report By
 TO0586  HISTORY     - 1980     MONUMENTED       NGS
 TO0586
 TO0586                          STATION DESCRIPTION
 TO0586
 TO0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0586'2.5 KM NW FROM EAST HOPE.
 TO0586'2.6 KILOMETERS (1.6 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 TO0586'THE PUBLIC SCHOOL IN EAST HOPE, 0.5 KILOMETER (0.35 MILE) SOUTHEAST
 TO0586'OF HIGHWAY MILEPOST 44, ACROSS THE HIGHWAY FROM THE NORTHWEST END OF
 TO0586'A HIGHWAY PULLOFF FOR A GEOLOGICAL INFORMATION SITE, SET IN TOP OF
 TO0586'A SMALL LEDGE OF GRAY OUTCROP, 96 PACES NORTHWEST OF THE CENTERLINE
 TO0586'OF A POWER LINE CROSSING THE HIGHWAY TO A RAILWAY SEMIPHORE, 15.7
 TO0586'METERS (51.6 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 TO0586'46.6 METERS (153 FEET) SOUTH OF POWER LINE POLE NUMBER 273400, 43.5
 TO0586'METERS (143 FEET) EAST ACROSS THE HIGHWAY FROM A LARGE TWIN-TOPPED
 TO0586'PONDEROSA PINE, 25.3 METERS (83.0 FEET) WEST OF A UTILITY POLE WITH
 TO0586'A WOODEN BRACE, 24.3 METERS (79.7 FEET) NORTHEAST OF THE SOUTHEAST
 TO0586'END OF A CONCRETE GURADRAIL AT THE NORTHWEST END OF THE GEOLOGICAL
 TO0586'SITE.
 TO0586'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 TO0586'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0606 ***********************************************************************
 TO0606  DESIGNATION -  J 387
 TO0606  PID         -  TO0606
 TO0606  STATE/COUNTY-  ID/BONNER
 TO0606  USGS QUAD   -  SANDPOINT (1996)
 TO0606
 TO0606                         *CURRENT SURVEY CONTROL
 TO0606  ___________________________________________________________________
 TO0606* NAD 83(1986)-  48 18 06.     (N)    116 32 20.     (W)     SCALED    
 TO0606* NAVD 88     -       648.261  (meters)    2126.84   (feet)  ADJUSTED  
 TO0606  ___________________________________________________________________
 TO0606  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TO0606  DYNAMIC HT  -         648.312 (meters)    2127.00  (feet)  COMP
 TO0606  MODELED GRAV-     980,669.5   (mgal)                       NAVD 88
 TO0606
 TO0606  VERT ORDER  -  FIRST     CLASS II
 TO0606
 TO0606.The horizontal coordinates were scaled from a topographic map and have
 TO0606.an estimated accuracy of +/- 6 seconds.
 TO0606
 TO0606.The orthometric height was determined by differential leveling
 TO0606.and adjusted by the National Geodetic Survey in June 1991..
 TO0606
 TO0606.The geoid height was determined by GEOID03.
 TO0606
 TO0606.The dynamic height is computed by dividing the NAVD 88
 TO0606.geopotential number by the normal gravity value computed on the
 TO0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0606.degrees latitude (g = 980.6199 gals.).
 TO0606
 TO0606.The modeled gravity was interpolated from observed gravity values.
 TO0606
 TO0606;                    North         East    Units  Estimated Accuracy
 TO0606;SPC ID W     -   737,610.      741,480.      MT  (+/- 180 meters Scaled)
 TO0606
 TO0606                          SUPERSEDED SURVEY CONTROL
 TO0606
 TO0606.No superseded survey control is available for this station.
 TO0606
 TO0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP341499(NAD 83)
 TO0606_MARKER: I = METAL ROD
 TO0606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0606_SP_SET: STAINLESS STEEL ROD
 TO0606_STAMPING: J 387 1980
 TO0606_PROJECTION: FLUSH
 TO0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0606_ROD/PIPE-DEPTH: 12.0 meters
 TO0606
 TO0606  HISTORY     - Date     Condition        Report By
 TO0606  HISTORY     - 1980     MONUMENTED       NGS
 TO0606
 TO0606                          STATION DESCRIPTION
 TO0606
 TO0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0606'3.3 KM NE FROM SANDPOINT.
 TO0606'3.3 KILOMETERS (2.05 MILES) NORTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0606'THE SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, 0.3 KILOMETER
 TO0606'(0.2 MILE) SOUTHWEST OF HIGHWAY MILEPOST 31, 12.1 METERS (39.8 FEET)
 TO0606'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28.8 METERS (94.4 FEET)
 TO0606'NORTHEAST OF THE NORTH CORNER OF A THREE STALL GARAGE AT IDAHO
 TO0606'MAINTENANCE YARD NUMBER 507000, 6.0 METERS (19.7 FEET) WEST-
 TO0606'SOUTHWEST OF THE CENTERLINE OF A CHAIN LINK GATE TO THE YARD, 3.8
 TO0606'METERS (12.5 FEET) EAST OF POWER LINE POLE NUMBER 113500, 3.0 METERS
 TO0606'(10.0 FEET) EAST OF A SOUTHWEST CORNER POST IN THE FENCE AROUND THE
 TO0606'YARD, 0.4 METER (1.3 FEET) NORTH OF THE FENCE LINE.
 TO0606'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 TO0606'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0795 ***********************************************************************
 RY0795  DESIGNATION -  J 388
 RY0795  PID         -  RY0795
 RY0795  STATE/COUNTY-  ID/IDAHO
 RY0795  USGS QUAD   -  CAYUSE JUNCTION (1994)
 RY0795
 RY0795                         *CURRENT SURVEY CONTROL
 RY0795  ___________________________________________________________________
 RY0795* NAD 83(1986)-  46 30 14.     (N)    114 48 15.     (W)     SCALED    
 RY0795* NAVD 88     -       989.684  (meters)    3246.99   (feet)  ADJUSTED  
 RY0795  ___________________________________________________________________
 RY0795  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 RY0795  DYNAMIC HT  -         989.460 (meters)    3246.25  (feet)  COMP
 RY0795  MODELED GRAV-     980,356.2   (mgal)                       NAVD 88
 RY0795
 RY0795  VERT ORDER  -  FIRST     CLASS II
 RY0795
 RY0795.The horizontal coordinates were scaled from a topographic map and have
 RY0795.an estimated accuracy of +/- 6 seconds.
 RY0795
 RY0795.The orthometric height was determined by differential leveling
 RY0795.and adjusted by the National Geodetic Survey in June 1991..
 RY0795
 RY0795.The geoid height was determined by GEOID03.
 RY0795
 RY0795.The dynamic height is computed by dividing the NAVD 88
 RY0795.geopotential number by the normal gravity value computed on the
 RY0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0795.degrees latitude (g = 980.6199 gals.).
 RY0795
 RY0795.The modeled gravity was interpolated from observed gravity values.
 RY0795
 RY0795;                    North         East    Units  Estimated Accuracy
 RY0795;SPC ID W     -   537,880.      872,590.      MT  (+/- 180 meters Scaled)
 RY0795
 RY0795                          SUPERSEDED SURVEY CONTROL
 RY0795
 RY0795.No superseded survey control is available for this station.
 RY0795
 RY0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM684523(NAD 83)
 RY0795_MARKER: DB = BENCH MARK DISK
 RY0795_SETTING: 66 = SET IN ROCK OUTCROP
 RY0795_SP_SET: ROCK OUTCROP
 RY0795_STAMPING: J 388 1980
 RY0795_MARK LOGO: NGS   
 RY0795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0795+STABILITY: POSITION/ELEVATION WELL
 RY0795
 RY0795  HISTORY     - Date     Condition        Report By
 RY0795  HISTORY     - 1980     MONUMENTED       NGS
 RY0795
 RY0795                          STATION DESCRIPTION
 RY0795
 RY0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0795'8.8 KM (5.45 MI) WEST FROM POWELL RANGER STATION.
 RY0795'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0795'RANGER STATION, THENCE 7.8 KILOMETERS (4.85 MILES) WEST ALONG U.S.
 RY0795'HIGHWAY 12, 1.9 KILOMETERS (1.2 MILES) EAST OF THE JUNCTION OF BADGER
 RY0795'CREEK ROAD, (U.S. FOREST SERVICE ROAD 5621), AT THE EAST END OF A
 RY0795'SHARP HIGHWAY CURVE, SET IN TOP OF A DARK GRAY COLORED GRANITE SHELF
 RY0795'IN A BEDROCK HIGHWAY CUT, 6.5 METERS (21.4 FEET) NORTH OF THE
 RY0795'CENTERLINE OF THE HIGHWAY, 26.5 METERS (87.0 FEET) NORTHEAST ACROSS
 RY0795'THE HIGHWAY FROM THE EAST END OF A STEEL GUARDRAIL, 15.7 METERS
 RY0795'(51.4 FEET) NORTH ACROSS THE HIGHWAY FROM MILEPOST 157, 1.3 METERS
 RY0795'(4.3 FEET) EAST OF A VERTICAL VEIN OF WHITE GRANITE IN THE CUT.
 RY0795'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 RY0795'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0770 ***********************************************************************
 RY0770  DESIGNATION -  J 389
 RY0770  PID         -  RY0770
 RY0770  STATE/COUNTY-  ID/IDAHO
 RY0770  USGS QUAD   -  HOLLY CREEK (1994)
 RY0770
 RY0770                         *CURRENT SURVEY CONTROL
 RY0770  ___________________________________________________________________
 RY0770* NAD 83(1986)-  46 25 25.     (N)    115 08 39.     (W)     SCALED    
 RY0770* NAVD 88     -       790.871  (meters)    2594.72   (feet)  ADJUSTED  
 RY0770  ___________________________________________________________________
 RY0770  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 RY0770  DYNAMIC HT  -         790.728 (meters)    2594.25  (feet)  COMP
 RY0770  MODELED GRAV-     980,409.6   (mgal)                       NAVD 88
 RY0770
 RY0770  VERT ORDER  -  FIRST     CLASS II
 RY0770
 RY0770.The horizontal coordinates were scaled from a topographic map and have
 RY0770.an estimated accuracy of +/- 6 seconds.
 RY0770
 RY0770.The orthometric height was determined by differential leveling
 RY0770.and adjusted by the National Geodetic Survey in June 1991..
 RY0770
 RY0770.The geoid height was determined by GEOID03.
 RY0770
 RY0770.The dynamic height is computed by dividing the NAVD 88
 RY0770.geopotential number by the normal gravity value computed on the
 RY0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0770.degrees latitude (g = 980.6199 gals.).
 RY0770
 RY0770.The modeled gravity was interpolated from observed gravity values.
 RY0770
 RY0770;                    North         East    Units  Estimated Accuracy
 RY0770;SPC ID W     -   528,700.      846,570.      MT  (+/- 180 meters Scaled)
 RY0770
 RY0770                          SUPERSEDED SURVEY CONTROL
 RY0770
 RY0770.No superseded survey control is available for this station.
 RY0770
 RY0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM426427(NAD 83)
 RY0770_MARKER: DB = BENCH MARK DISK
 RY0770_SETTING: 66 = SET IN ROCK OUTCROP
 RY0770_SP_SET: ROCK OUTCROP
 RY0770_STAMPING: J 389 1980
 RY0770_MARK LOGO: NGS   
 RY0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0770+STABILITY: POSITION/ELEVATION WELL
 RY0770
 RY0770  HISTORY     - Date     Condition        Report By
 RY0770  HISTORY     - 1980     MONUMENTED       NGS
 RY0770
 RY0770                          STATION DESCRIPTION
 RY0770
 RY0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0770'21.7 KM (13.5 MI) NE FROM LOCHSA RANGER STATION.
 RY0770'21.7 KILOMETERS (13.5 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0770'THE LOCHSA RANGER STATION, 0.5 KILOMETER (0.3 MILE) SOUTHWEST OF
 RY0770'HIGHWAY MILEPOST 135, 0.4 KILOMETER (0.25 MILE) NORTHEAST OF SKOOKUM
 RY0770'CREEK, SET IN TOP OF A 0.6 X 1 METER (2 X 3 FOOT) SLOPING GRANITE
 RY0770'SHELF IN A BEDROCK HIGHWAY CUT, 7.6 METERS (25.0 FEET) WEST OF THE
 RY0770'CENTERLINE OF THE HIGHWAY, 134.2 METERS (440 FEET) SOUTH OF THE TOP
 RY0770'CENTER OF THE WEST END OF A 60-CENTIMETER (24-INCH) STEEL CULVERT
 RY0770'UNDER THE HIGHWAY, 24.1 METERS (79.0 FEET) NORTHWEST ACROSS THE
 RY0770'HIGHWAY FROM THE NORTH END OF A STEEL GUARDRAIL, 6.3 METERS (20.7
 RY0770'FEET) SOUTH OF THE BOTTOM EDGE OF A SLOPING GRANITE SHELF.
 RY0770'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 RY0770'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0097 ***********************************************************************
 QA0097  DESIGNATION -  J 39
 QA0097  PID         -  QA0097
 QA0097  STATE/COUNTY-  ID/CUSTER
 QA0097  USGS QUAD   -  THOMPSON CREEK (1964)
 QA0097
 QA0097                         *CURRENT SURVEY CONTROL
 QA0097  ___________________________________________________________________
 QA0097* NAD 83(1986)-  44 15 13.     (N)    114 34 48.     (W)     SCALED    
 QA0097* NAVD 88     -      1737.434  (meters)    5700.23   (feet)  ADJUSTED  
 QA0097  ___________________________________________________________________
 QA0097  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 QA0097  DYNAMIC HT  -        1736.444 (meters)    5696.98  (feet)  COMP
 QA0097  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 QA0097
 QA0097  VERT ORDER  -  SECOND    CLASS 0
 QA0097
 QA0097.The horizontal coordinates were scaled from a topographic map and have
 QA0097.an estimated accuracy of +/- 6 seconds.
 QA0097
 QA0097.The orthometric height was determined by differential leveling
 QA0097.and adjusted by the National Geodetic Survey in June 1991..
 QA0097
 QA0097.The geoid height was determined by GEOID03.
 QA0097
 QA0097.The dynamic height is computed by dividing the NAVD 88
 QA0097.geopotential number by the normal gravity value computed on the
 QA0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0097.degrees latitude (g = 980.6199 gals.).
 QA0097
 QA0097.The modeled gravity was interpolated from observed gravity values.
 QA0097
 QA0097;                    North         East    Units  Estimated Accuracy
 QA0097;SPC ID C     -   287,540.      453,680.      MT  (+/- 180 meters Scaled)
 QA0097
 QA0097                          SUPERSEDED SURVEY CONTROL
 QA0097
 QA0097  NGVD 29 (??/??/92) 1736.178  (m)         5696.11   (f) ADJ UNCH    2 0
 QA0097
 QA0097.Superseded values are not recommended for survey control.
 QA0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0097.See file dsdata.txt to determine how the superseded data were derived.
 QA0097
 QA0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK931028(NAD 83)
 QA0097_MARKER: DB = BENCH MARK DISK
 QA0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0097_STAMPING: J 39 1934
 QA0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0097+STABILITY: SURFACE MOTION
 QA0097
 QA0097  HISTORY     - Date     Condition        Report By
 QA0097  HISTORY     - 1934     MONUMENTED       CGS
 QA0097
 QA0097                          STATION DESCRIPTION
 QA0097
 QA0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QA0097'5.4 MI E FROM ROBINSON BAR.
 QA0097'5.4 MILES EAST ALONG OLD U. S. HIGHWAY 93 FROM ROBINSON BAR, CUSTER
 QA0097'COUNTY, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE BRIDGE OVER BEAVER
 QA0097'CREEK, 57 FEET SOUTH OF THE SOUTH BANK OF SALMON RIVER, AND 22 FEET
 QA0097'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 QA0097'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0172 ***********************************************************************
 PZ0172  DESIGNATION -  J 39
 PZ0172  PID         -  PZ0172
 PZ0172  STATE/COUNTY-  ID/CLARK
 PZ0172  USGS QUAD   -  DUBOIS NW (1964)
 PZ0172
 PZ0172                         *CURRENT SURVEY CONTROL
 PZ0172  ___________________________________________________________________
 PZ0172* NAD 83(1986)-  44 10 34.     (N)    112 14 16.     (W)     SCALED    
 PZ0172* NAVD 88     -      1571.210  (meters)    5154.88   (feet)  POSTED    
 PZ0172  ___________________________________________________________________
 PZ0172  GEOID HEIGHT-         -10.87  (meters)                     GEOID03
 PZ0172  DYNAMIC HT  -        1570.440 (meters)    5152.35  (feet)  COMP
 PZ0172  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 PZ0172
 PZ0172  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PZ0172
 PZ0172.The horizontal coordinates were scaled from a topographic map and have
 PZ0172.an estimated accuracy of +/- 6 seconds.
 PZ0172
 PZ0172.The orthometric height was determined by differential leveling
 PZ0172.and adjusted by the National Geodetic Survey in 1992..
 PZ0172.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PZ0172.rate of 2.1 thru 3.0 mm/km.
 PZ0172
 PZ0172.The geoid height was determined by GEOID03.
 PZ0172
 PZ0172.The dynamic height is computed by dividing the NAVD 88
 PZ0172.geopotential number by the normal gravity value computed on the
 PZ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0172.degrees latitude (g = 980.6199 gals.).
 PZ0172
 PZ0172.The modeled gravity was interpolated from observed gravity values.
 PZ0172
 PZ0172;                    North         East    Units  Estimated Accuracy
 PZ0172;SPC ID E     -   278,770.      194,310.      MT  (+/- 180 meters Scaled)
 PZ0172
 PZ0172                          SUPERSEDED SURVEY CONTROL
 PZ0172
 PZ0172.No superseded survey control is available for this station.
 PZ0172
 PZ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP010921(NAD 83)
 PZ0172_MARKER: P = PIPE CAP
 PZ0172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0172_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0172_STAMPING: U.S.G.S. J-39 1929
 PZ0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0172
 PZ0172  HISTORY     - Date     Condition        Report By
 PZ0172  HISTORY     - 1929     MONUMENTED       USGS
 PZ0172  HISTORY     - 1934     GOOD             NGS
 PZ0172
 PZ0172                          STATION DESCRIPTION
 PZ0172
 PZ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PZ0172'0.5 MI W FROM DUBOIS.
 PZ0172'0.5 MILE WEST OF DUBOIS POST OFFICE, ALONG U.S. HIGHWAY 91 50 FEET
 PZ0172'SOUTH OF CENTER OF ROAD.  20 FEET SOUTH OF U.S. HIGHWAY 91 SIGN POST.
 PZ0172'4-FOOT IRON POST WITH BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0173 ***********************************************************************
 PZ0173  DESIGNATION -  J 39 RESET
 PZ0173  PID         -  PZ0173
 PZ0173  STATE/COUNTY-  ID/CLARK
 PZ0173  USGS QUAD   -  DUBOIS NW (1964)
 PZ0173
 PZ0173                         *CURRENT SURVEY CONTROL
 PZ0173  ___________________________________________________________________
 PZ0173* NAD 83(1986)-  44 10 34.     (N)    112 14 16.     (W)     SCALED    
 PZ0173* NAVD 88     -      1571.190  (meters)    5154.81   (feet)  ADJUSTED  
 PZ0173  ___________________________________________________________________
 PZ0173  GEOID HEIGHT-         -10.87  (meters)                     GEOID03
 PZ0173  DYNAMIC HT  -        1570.415 (meters)    5152.27  (feet)  COMP
 PZ0173  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 PZ0173
 PZ0173  VERT ORDER  -  FIRST     CLASS II
 PZ0173
 PZ0173.The horizontal coordinates were scaled from a topographic map and have
 PZ0173.an estimated accuracy of +/- 6 seconds.
 PZ0173
 PZ0173.The orthometric height was determined by differential leveling
 PZ0173.and adjusted by the National Geodetic Survey in June 1991..
 PZ0173
 PZ0173.The geoid height was determined by GEOID03.
 PZ0173
 PZ0173.The dynamic height is computed by dividing the NAVD 88
 PZ0173.geopotential number by the normal gravity value computed on the
 PZ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0173.degrees latitude (g = 980.6199 gals.).
 PZ0173
 PZ0173.The modeled gravity was interpolated from observed gravity values.
 PZ0173
 PZ0173;                    North         East    Units  Estimated Accuracy
 PZ0173;SPC ID E     -   278,770.      194,310.      MT  (+/- 180 meters Scaled)
 PZ0173
 PZ0173                          SUPERSEDED SURVEY CONTROL
 PZ0173
 PZ0173  NGVD 29 (??/??/92) 1570.059  (m)         5151.10   (f) ADJ UNCH    1 2
 PZ0173
 PZ0173.Superseded values are not recommended for survey control.
 PZ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0173.See file dsdata.txt to determine how the superseded data were derived.
 PZ0173
 PZ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP010921(NAD 83)
 PZ0173_MARKER: P = PIPE CAP
 PZ0173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0173_STAMPING: J 39 1929 RESET 1945
 PZ0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0173
 PZ0173  HISTORY     - Date     Condition        Report By
 PZ0173  HISTORY     - 1945     MONUMENTED       CGS
 PZ0173  HISTORY     - 1967     GOOD             NGS
 PZ0173
 PZ0173                          STATION DESCRIPTION
 PZ0173
 PZ0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0173'0.3 MI W FROM DUBOIS.
 PZ0173'0.3 MILE WEST ALONG A STREET FROM THE POST OFFICE AT DUBOIS, 0.05 MILE
 PZ0173'WEST OF THE JUNCTION OF A GRAVELED ROAD SOUTH TO A SERVICE STATION,
 PZ0173'0.1 MILE EAST OF THE EAST END OF THE INTERSTATE HIGHWAY DUBOIS
 PZ0173'OVERPASS, 71 FEET SOUTH OF THE CENTER LINE OF THE STREET, 1.3 FEET
 PZ0173'EAST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE STREET, AND
 PZ0173'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING ABOUT 1.3 FEET
 PZ0173'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0738 ***********************************************************************
 RY0738  DESIGNATION -  J 390
 RY0738  PID         -  RY0738
 RY0738  STATE/COUNTY-  ID/IDAHO
 RY0738  USGS QUAD   -  KOOSKIA (1994)
 RY0738
 RY0738                         *CURRENT SURVEY CONTROL
 RY0738  ___________________________________________________________________
 RY0738* NAD 83(1986)-  46 08 50.     (N)    115 59 03.     (W)     SCALED    
 RY0738* NAVD 88     -       381.734  (meters)    1252.41   (feet)  ADJUSTED  
 RY0738  ___________________________________________________________________
 RY0738  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 RY0738  DYNAMIC HT  -         381.702 (meters)    1252.30  (feet)  COMP
 RY0738  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 RY0738
 RY0738  VERT ORDER  -  FIRST     CLASS II
 RY0738
 RY0738.The horizontal coordinates were scaled from a topographic map and have
 RY0738.an estimated accuracy of +/- 6 seconds.
 RY0738
 RY0738.The orthometric height was determined by differential leveling
 RY0738.and adjusted by the National Geodetic Survey in June 1991..
 RY0738
 RY0738.The geoid height was determined by GEOID03.
 RY0738
 RY0738.The dynamic height is computed by dividing the NAVD 88
 RY0738.geopotential number by the normal gravity value computed on the
 RY0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0738.degrees latitude (g = 980.6199 gals.).
 RY0738
 RY0738.The modeled gravity was interpolated from observed gravity values.
 RY0738
 RY0738;                    North         East    Units  Estimated Accuracy
 RY0738;SPC ID W     -   497,830.      781,910.      MT  (+/- 180 meters Scaled)
 RY0738
 RY0738                          SUPERSEDED SURVEY CONTROL
 RY0738
 RY0738.No superseded survey control is available for this station.
 RY0738
 RY0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM784109(NAD 83)
 RY0738_MARKER: DB = BENCH MARK DISK
 RY0738_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RY0738_SP_SET: TRUCK SCALE FOUNDATION
 RY0738_STAMPING: J 390 1980
 RY0738_MARK LOGO: NGS   
 RY0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0738
 RY0738  HISTORY     - Date     Condition        Report By
 RY0738  HISTORY     - 1980     MONUMENTED       NGS
 RY0738
 RY0738                          STATION DESCRIPTION
 RY0738
 RY0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0738'IN KOOSKIA.
 RY0738'AT THE JUNCTION OF U.S. HIGHWAY 12 AND STATE HIGHWAY 13 IN KOOSKIA,
 RY0738'SET IN TOP OF THE SOUTHEAST CORNER OF THE WEIGH STATION SCALES,
 RY0738'128.7 METERS (422 FEET) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 RY0738'13, 48.5 METERS (159 FEET) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 12,
 RY0738'1.15 METERS (3.8 FEET) NORTH OF THE NORTHEAST CORNER OF THE WEIGH
 RY0738'STATION BUILDING, 0.6 METER (2.0 FEET) BELOW U.S. HIGHWAY 12.
 RY0738'THE MARK IS ABOVE LEVEL WITH THE SCALE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1388 ***********************************************************************
 RZ1388  DESIGNATION -  J 391
 RZ1388  PID         -  RZ1388
 RZ1388  STATE/COUNTY-  ID/LEWIS
 RZ1388  USGS QUAD   -  SIXMILE CREEK (1994)
 RZ1388
 RZ1388                         *CURRENT SURVEY CONTROL
 RZ1388  ___________________________________________________________________
 RZ1388* NAD 83(1986)-  46 20 34.     (N)    116 09 12.     (W)     SCALED    
 RZ1388* NAVD 88     -       337.175  (meters)    1106.21   (feet)  ADJUSTED  
 RZ1388  ___________________________________________________________________
 RZ1388  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 RZ1388  DYNAMIC HT  -         337.154 (meters)    1106.15  (feet)  COMP
 RZ1388  MODELED GRAV-     980,545.5   (mgal)                       NAVD 88
 RZ1388
 RZ1388  VERT ORDER  -  FIRST     CLASS II
 RZ1388
 RZ1388.The horizontal coordinates were scaled from a topographic map and have
 RZ1388.an estimated accuracy of +/- 6 seconds.
 RZ1388
 RZ1388.The orthometric height was determined by differential leveling
 RZ1388.and adjusted by the National Geodetic Survey in June 1991..
 RZ1388
 RZ1388.The geoid height was determined by GEOID03.
 RZ1388
 RZ1388.The dynamic height is computed by dividing the NAVD 88
 RZ1388.geopotential number by the normal gravity value computed on the
 RZ1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1388.degrees latitude (g = 980.6199 gals.).
 RZ1388
 RZ1388.The modeled gravity was interpolated from observed gravity values.
 RZ1388
 RZ1388;                    North         East    Units  Estimated Accuracy
 RZ1388;SPC ID W     -   519,620.      768,950.      MT  (+/- 180 meters Scaled)
 RZ1388
 RZ1388                          SUPERSEDED SURVEY CONTROL
 RZ1388
 RZ1388.No superseded survey control is available for this station.
 RZ1388
 RZ1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM651324(NAD 83)
 RZ1388_MARKER: DB = BENCH MARK DISK
 RZ1388_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1388_SP_SET: ROCK OUTCROP
 RZ1388_STAMPING: J 391 1980
 RZ1388_MARK LOGO: NGS   
 RZ1388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1388+STABILITY: POSITION/ELEVATION WELL
 RZ1388
 RZ1388  HISTORY     - Date     Condition        Report By
 RZ1388  HISTORY     - 1980     MONUMENTED       NGS
 RZ1388
 RZ1388                          STATION DESCRIPTION
 RZ1388
 RZ1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1388'18.8 KM (11.7 MI) NW FROM KAMIAH.
 RZ1388'18.8 KILOMETERS (11.7 MILES) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1388'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE CLEARWATER RIVER IN
 RZ1388'KAMIAH, 0.6 KILOMETER (0.4 MILE) SOUTH OF HIGHWAY MILEPOST 55, 0.3
 RZ1388'KILOMETER (0.2 MILE) NORTHWEST OF THE NORTH END OF A TUNNEL ON THE
 RZ1388'CAMAS PRARIE RAILWAY, SET IN TOP OF THE SOUTH EDGE OF A 1.8 X 3.6
 RZ1388'METER (6 X 12 FOOT) SLOPING GRANITE SHELF AT THE SOUTH END OF A
 RZ1388'BEDROCK HIGHWAY CUT, 6.5 METERS (21.5 FEET) WEST OF THE CENTERLINE
 RZ1388'OF THE HIGHWAY, 109.8 METERS (360 FEET) SOUTH OF THE CENTERLINE OF
 RZ1388'A DIRT ROAD LEADING NORTH, 12.5 METERS (41.5 FEET) WEST ACROSS THE
 RZ1388'HIGHWAY FROM THE NORTH END OF A STEEL GUARDRAIL, 0.1 METER (0.3
 RZ1388'FOOT) NORTH OF THE BOTTOM EDGE OF THE SHELF.
 RZ1388'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 RZ1388'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1364 ***********************************************************************
 RZ1364  DESIGNATION -  J 392
 RZ1364  PID         -  RZ1364
 RZ1364  STATE/COUNTY-  ID/NEZ PERCE
 RZ1364  USGS QUAD   -  LENORE (1990)
 RZ1364
 RZ1364                         *CURRENT SURVEY CONTROL
 RZ1364  ___________________________________________________________________
 RZ1364* NAD 83(1986)-  46 30 55.     (N)    116 35 44.     (W)     SCALED    
 RZ1364* NAVD 88     -       272.515  (meters)     894.08   (feet)  ADJUSTED  
 RZ1364  ___________________________________________________________________
 RZ1364  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 RZ1364  DYNAMIC HT  -         272.515 (meters)     894.08  (feet)  COMP
 RZ1364  MODELED GRAV-     980,608.9   (mgal)                       NAVD 88
 RZ1364
 RZ1364  VERT ORDER  -  FIRST     CLASS II
 RZ1364
 RZ1364.The horizontal coordinates were scaled from a topographic map and have
 RZ1364.an estimated accuracy of +/- 6 seconds.
 RZ1364
 RZ1364.The orthometric height was determined by differential leveling
 RZ1364.and adjusted by the National Geodetic Survey in June 1991..
 RZ1364
 RZ1364.The geoid height was determined by GEOID03.
 RZ1364
 RZ1364.The dynamic height is computed by dividing the NAVD 88
 RZ1364.geopotential number by the normal gravity value computed on the
 RZ1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1364.degrees latitude (g = 980.6199 gals.).
 RZ1364
 RZ1364.The modeled gravity was interpolated from observed gravity values.
 RZ1364
 RZ1364;                    North         East    Units  Estimated Accuracy
 RZ1364;SPC ID W     -   539,060.      735,120.      MT  (+/- 180 meters Scaled)
 RZ1364
 RZ1364                          SUPERSEDED SURVEY CONTROL
 RZ1364
 RZ1364.No superseded survey control is available for this station.
 RZ1364
 RZ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM310513(NAD 83)
 RZ1364_MARKER: DB = BENCH MARK DISK
 RZ1364_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1364_SP_SET: ROCK OUTCROP
 RZ1364_STAMPING: J 392 1980
 RZ1364_MARK LOGO: NGS   
 RZ1364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1364+STABILITY: POSITION/ELEVATION WELL
 RZ1364
 RZ1364  HISTORY     - Date     Condition        Report By
 RZ1364  HISTORY     - 1980     MONUMENTED       NGS
 RZ1364
 RZ1364                          STATION DESCRIPTION
 RZ1364
 RZ1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1364'4.1 KM (2.55 MI) WEST FROM LENORE.
 RZ1364'4.1 KILOMETERS (2.55 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1364'SOUTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER
 RZ1364'IN LENORE, 0.3 KILOMETER (0.2 MILE) WEST OF THE HIGHWAY MILEPOST 26,
 RZ1364'SET IN TOP OF A ROCK OUTCROP ACROSS THE HIGHWAY AND RIVER FROM A
 RZ1364'LARGE GRAVEL BEACH, 6.9 METERS (22.6 FEET) SOUTHWEST OF THE
 RZ1364'CENTERLINE OF THE HIGHWAY, 30.6 METERS (100 FEET) WEST ACROSS THE
 RZ1364'HIGHWAY FROM THE NORTHWEST END OF A CONCRETE GUARDRAIL, 23.3 METERS
 RZ1364'(76.5 FEET) NORTHWEST OF A 15-CENTIMETER (6-INCH) DIAMETER PONDEROSA
 RZ1364'PINE TREE.
 RZ1364'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 RZ1364'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1405 ***********************************************************************
 RZ1405  DESIGNATION -  J 393
 RZ1405  PID         -  RZ1405
 RZ1405  STATE/COUNTY-  ID/NEZ PERCE
 RZ1405  USGS QUAD   -  CLARKSTON (1971)
 RZ1405
 RZ1405                         *CURRENT SURVEY CONTROL
 RZ1405  ___________________________________________________________________
 RZ1405* NAD 83(1986)-  46 26 28.     (N)    117 00 37.     (W)     SCALED    
 RZ1405* NAVD 88     -       391.335  (meters)    1283.90   (feet)  ADJUSTED  
 RZ1405  ___________________________________________________________________
 RZ1405  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 RZ1405  DYNAMIC HT  -         391.321 (meters)    1283.86  (feet)  COMP
 RZ1405  MODELED GRAV-     980,567.1   (mgal)                       NAVD 88
 RZ1405
 RZ1405  VERT ORDER  -  FIRST     CLASS II
 RZ1405
 RZ1405.The horizontal coordinates were scaled from a topographic map and have
 RZ1405.an estimated accuracy of +/- 6 seconds.
 RZ1405
 RZ1405.The orthometric height was determined by differential leveling
 RZ1405.and adjusted by the National Geodetic Survey in June 1991..
 RZ1405
 RZ1405.The geoid height was determined by GEOID03.
 RZ1405
 RZ1405.The dynamic height is computed by dividing the NAVD 88
 RZ1405.geopotential number by the normal gravity value computed on the
 RZ1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1405.degrees latitude (g = 980.6199 gals.).
 RZ1405
 RZ1405.The modeled gravity was interpolated from observed gravity values.
 RZ1405
 RZ1405;                    North         East    Units  Estimated Accuracy
 RZ1405;SPC ID W     -   531,240.      703,160.      MT  (+/- 180 meters Scaled)
 RZ1405
 RZ1405                          SUPERSEDED SURVEY CONTROL
 RZ1405
 RZ1405.No superseded survey control is available for this station.
 RZ1405
 RZ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM992430(NAD 83)
 RZ1405_MARKER: DB = BENCH MARK DISK
 RZ1405_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1405_SP_SET: ROCK OUTCROP
 RZ1405_STAMPING: J 393 1980
 RZ1405_MARK LOGO: NGS   
 RZ1405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1405+STABILITY: POSITION/ELEVATION WELL
 RZ1405
 RZ1405  HISTORY     - Date     Condition        Report By
 RZ1405  HISTORY     - 1980     MONUMENTED       NGS
 RZ1405
 RZ1405                          STATION DESCRIPTION
 RZ1405
 RZ1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1405'3.9 KM (2.45 MI) NORTH FROM LEWISTON.
 RZ1405'3.9 KILOMETERS (2.45 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ1405'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, 0.2 KILOMETER (0.1 MILE)
 RZ1405'NORTHWEST OF THE NORTHWEST END OF A HIGHWAY CURVE, 0.2 KILOMETER (0.1
 RZ1405'MILE) SOUTHEAST OF A TURNOUT, SET IN TOP OF A ROCK OUTCROP AT THE
 RZ1405'LOWER PORTION OF A BEDROCK HIGHWAY CUT, 9.3 METERS (30.5 FEET)
 RZ1405'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 36.6 METERS (120 FEET)
 RZ1405'SOUTHEAST OF THE NORTHWEST END OF THE CUT, 15.1 METERS (49.6 FEET)
 RZ1405'SOUTH OF THE NORTHEAST BRACED CORNER POST IN THE HIGHWAY RIGHT-OF-WAY
 RZ1405'FENCE, 9.8 METERS (32.2 FEET) SOUTHEAST OF THE FENCE LINE, 7.0 METERS
 RZ1405'(23.0 FEET) NORTHWEST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 RZ1405'HEADWALL FOR A CULVERT UNDER THE HIGHWAY.
 RZ1405'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 RZ1405'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0539 ***********************************************************************
 PZ0539  DESIGNATION -  J 4
 PZ0539  PID         -  PZ0539
 PZ0539  STATE/COUNTY-  ID/LEMHI
 PZ0539  USGS QUAD   -  LEMHI (1989)
 PZ0539
 PZ0539                         *CURRENT SURVEY CONTROL
 PZ0539  ___________________________________________________________________
 PZ0539* NAD 83(1986)-  44 47 55.     (N)    113 33 44.     (W)     SCALED    
 PZ0539* NAVD 88     -      1644.872  (meters)    5396.55   (feet)  ADJUSTED  
 PZ0539  ___________________________________________________________________
 PZ0539  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 PZ0539  DYNAMIC HT  -        1644.031 (meters)    5393.79  (feet)  COMP
 PZ0539  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 PZ0539
 PZ0539  VERT ORDER  -  FIRST     CLASS II
 PZ0539
 PZ0539.The horizontal coordinates were scaled from a topographic map and have
 PZ0539.an estimated accuracy of +/- 6 seconds.
 PZ0539
 PZ0539.The orthometric height was determined by differential leveling
 PZ0539.and adjusted by the National Geodetic Survey in June 1991..
 PZ0539
 PZ0539.The geoid height was determined by GEOID03.
 PZ0539
 PZ0539.The dynamic height is computed by dividing the NAVD 88
 PZ0539.geopotential number by the normal gravity value computed on the
 PZ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0539.degrees latitude (g = 980.6199 gals.).
 PZ0539
 PZ0539.The modeled gravity was interpolated from observed gravity values.
 PZ0539
 PZ0539;                    North         East    Units  Estimated Accuracy
 PZ0539;SPC ID C     -   348,030.      534,640.      MT  (+/- 180 meters Scaled)
 PZ0539
 PZ0539                          SUPERSEDED SURVEY CONTROL
 PZ0539
 PZ0539  NGVD 29 (??/??/92) 1643.572  (m)         5392.29   (f) ADJ UNCH    1 2
 PZ0539
 PZ0539.Superseded values are not recommended for survey control.
 PZ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0539.See file dsdata.txt to determine how the superseded data were derived.
 PZ0539
 PZ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ973637(NAD 83)
 PZ0539_MARKER: DD = SURVEY DISK
 PZ0539_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0539_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0539_STAMPING: J 4 1929
 PZ0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0539
 PZ0539  HISTORY     - Date     Condition        Report By
 PZ0539  HISTORY     - 1929     MONUMENTED       USGS
 PZ0539  HISTORY     - 1953     GOOD             IDDT
 PZ0539  HISTORY     - 20010430 MARK NOT FOUND   IDTD
 PZ0539
 PZ0539                          STATION DESCRIPTION
 PZ0539
 PZ0539'DESCRIBED BY ID DEPT OF TRANSP 1953
 PZ0539'13.0 MI NW FROM LEADORE.
 PZ0539'13.0 MILES NW ALONG THE DISMANTLED GILMORE AND PITTSBURGH RR, FROM
 PZ0539'LEADORE, AT THE CROSSING OF MYERS LANE, 40 FEET NE OF THE CENTERLINE
 PZ0539'OF THE TRACK, 30 FEET SOUTHEAST OF THE LANE, 2 FEET LOWER THAN THE
 PZ0539'TRACK, AND MARKED BY A ROCK MOUND.  A UNITED STATES GEOLOGICAL SURVEY
 PZ0539'STANDARD CAP, STAMPED J 4 1929 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 PZ0539'IRON PIPE PROJECTING 18 INCHES ABOVE GROUND.  NOTE-- 27 FEET EAST OF
 PZ0539'PROPOSED CENTERLINE OF HWY SURVEY STA.  1708+07, PROPOSED PROJECT
 PZ0539'F-6412 (501).
 PZ0539
 PZ0539                          STATION RECOVERY (2001)
 PZ0539
 PZ0539'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 PZ0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1486 ***********************************************************************
 RZ1486  DESIGNATION -  J 402
 RZ1486  PID         -  RZ1486
 RZ1486  STATE/COUNTY-  ID/NEZ PERCE
 RZ1486  USGS QUAD   -  LEWISTON ORCHARDS SOUTH (1972)
 RZ1486
 RZ1486                         *CURRENT SURVEY CONTROL
 RZ1486  ___________________________________________________________________
 RZ1486* NAD 83(1986)-  46 22 08.     (N)    116 57 36.     (W)     SCALED    
 RZ1486* NAVD 88     -       466.467  (meters)    1530.40   (feet)  ADJUSTED  
 RZ1486  ___________________________________________________________________
 RZ1486  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 RZ1486  DYNAMIC HT  -         466.454 (meters)    1530.36  (feet)  COMP
 RZ1486  MODELED GRAV-     980,571.6   (mgal)                       NAVD 88
 RZ1486
 RZ1486  VERT ORDER  -  FIRST     CLASS II
 RZ1486
 RZ1486.The horizontal coordinates were scaled from a topographic map and have
 RZ1486.an estimated accuracy of +/- 6 seconds.
 RZ1486
 RZ1486.The orthometric height was determined by differential leveling
 RZ1486.and adjusted by the National Geodetic Survey in June 1991..
 RZ1486
 RZ1486.The geoid height was determined by GEOID03.
 RZ1486
 RZ1486.The dynamic height is computed by dividing the NAVD 88
 RZ1486.geopotential number by the normal gravity value computed on the
 RZ1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1486.degrees latitude (g = 980.6199 gals.).
 RZ1486
 RZ1486.The modeled gravity was interpolated from observed gravity values.
 RZ1486
 RZ1486;                    North         East    Units  Estimated Accuracy
 RZ1486;SPC ID W     -   523,150.      706,900.      MT  (+/- 180 meters Scaled)
 RZ1486
 RZ1486                          SUPERSEDED SURVEY CONTROL
 RZ1486
 RZ1486.No superseded survey control is available for this station.
 RZ1486
 RZ1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM030350(NAD 83)
 RZ1486_MARKER: I = METAL ROD
 RZ1486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1486_SP_SET: STAINLESS STEEL ROD
 RZ1486_STAMPING: J 402 1982
 RZ1486_MARK LOGO: NGS   
 RZ1486_PROJECTION: FLUSH
 RZ1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1486_ROD/PIPE-DEPTH: 3.95 meters
 RZ1486
 RZ1486  HISTORY     - Date     Condition        Report By
 RZ1486  HISTORY     - 1982     MONUMENTED       NGS
 RZ1486  HISTORY     - 20060903 GOOD             GEOCAC
 RZ1486
 RZ1486                          STATION DESCRIPTION
 RZ1486
 RZ1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1486'7.5 KM (4.6 MI) SE FROM LEWISTON.
 RZ1486'1.15 KM (0.7 MI) EAST ALONG MAIN STREET FROM THE COURTHOUSE IN
 RZ1486'LEWISTON, THENCE 6.35 KM (3.95 MI) SOUTHEAST ALONG COUNTY ROAD P2,
 RZ1486'0.08 KM (0.05 MI) SOUTH OF THE INTERSECTION OF FOURTEENTH STREET,
 RZ1486'POWERS AVENUE AND COUNTY ROAD P2, 0.5 METER (1.5 FT) NORTH OF A POWER
 RZ1486'POLE WITH A TRANSFORMER, AT THE SOUTHWEST CORNER OF THE LAWN FOR THE
 RZ1486'GOOD SHEPHERD LUTHERAN CHURCH, 9.1 METERS (30 FT) EAST OF THE STREET
 RZ1486'CENTERLINE, 16.1 METERS (53 FT) WEST OF THE SOUTHWEST CORNER OF THE
 RZ1486'CHURCH.
 RZ1486'THE MARK IS 0.2 M BELOW THE ROAD.
 RZ1486
 RZ1486                          STATION RECOVERY (2006)
 RZ1486
 RZ1486'RECOVERY NOTE BY GEOCACHING 2006 (JLH)
 RZ1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1506 ***********************************************************************
 RZ1506  DESIGNATION -  J 403
 RZ1506  PID         -  RZ1506
 RZ1506  STATE/COUNTY-  ID/NEZ PERCE
 RZ1506  USGS QUAD   -  REUBENS (1984)
 RZ1506
 RZ1506                         *CURRENT SURVEY CONTROL
 RZ1506  ___________________________________________________________________
 RZ1506* NAD 83(1986)-  46 20 48.     (N)    116 37 07.     (W)     SCALED    
 RZ1506* NAVD 88     -       629.829  (meters)    2066.36   (feet)  ADJUSTED  
 RZ1506  ___________________________________________________________________
 RZ1506  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 RZ1506  DYNAMIC HT  -         629.735 (meters)    2066.06  (feet)  COMP
 RZ1506  MODELED GRAV-     980,447.0   (mgal)                       NAVD 88
 RZ1506
 RZ1506  VERT ORDER  -  FIRST     CLASS II
 RZ1506
 RZ1506.The horizontal coordinates were scaled from a topographic map and have
 RZ1506.an estimated accuracy of +/- 6 seconds.
 RZ1506
 RZ1506.The orthometric height was determined by differential leveling
 RZ1506.and adjusted by the National Geodetic Survey in June 1991..
 RZ1506
 RZ1506.The geoid height was determined by GEOID03.
 RZ1506
 RZ1506.The dynamic height is computed by dividing the NAVD 88
 RZ1506.geopotential number by the normal gravity value computed on the
 RZ1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1506.degrees latitude (g = 980.6199 gals.).
 RZ1506
 RZ1506.The modeled gravity was interpolated from observed gravity values.
 RZ1506
 RZ1506;                    North         East    Units  Estimated Accuracy
 RZ1506;SPC ID W     -   520,340.      733,140.      MT  (+/- 180 meters Scaled)
 RZ1506
 RZ1506                          SUPERSEDED SURVEY CONTROL
 RZ1506
 RZ1506.No superseded survey control is available for this station.
 RZ1506
 RZ1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM293326(NAD 83)
 RZ1506_MARKER: DB = BENCH MARK DISK
 RZ1506_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RZ1506_SP_SET: ABUTMENT
 RZ1506_STAMPING: J 403 1982
 RZ1506_MARK LOGO: NGS   
 RZ1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1506
 RZ1506  HISTORY     - Date     Condition        Report By
 RZ1506  HISTORY     - 1982     MONUMENTED       NGS
 RZ1506
 RZ1506                          STATION DESCRIPTION
 RZ1506
 RZ1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1506'5.6 KM (3.5 MI) SE FROM CULDESAC.
 RZ1506'5.65 KM (3.5 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF
 RZ1506'THE NORTH-SOUTH HIGHWAY IN CULDESAC, IN TOP OF AND 0.15 METER (0.5 FT)
 RZ1506'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CURB FOR THE CONCRETE
 RZ1506'BRIDGE OVER LAPWAI CREEK, 0.44 KM (0.3 MI) NORTHWEST OF MILEPOST 287,
 RZ1506'5.5 METERS (18 FT) NORTHEAST OF THE HIGHWAY CENTERLINE.
 RZ1506'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1534 ***********************************************************************
 RZ1534  DESIGNATION -  J 404
 RZ1534  PID         -  RZ1534
 RZ1534  STATE/COUNTY-  ID/IDAHO
 RZ1534  USGS QUAD   -  COTTONWOOD (1981)
 RZ1534
 RZ1534                         *CURRENT SURVEY CONTROL
 RZ1534  ___________________________________________________________________
 RZ1534* NAD 83(1986)-  46 06 39.     (N)    116 21 18.     (W)     SCALED    
 RZ1534* NAVD 88     -      1129.270  (meters)    3704.95   (feet)  ADJUSTED  
 RZ1534  ___________________________________________________________________
 RZ1534  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 RZ1534  DYNAMIC HT  -        1129.061 (meters)    3704.26  (feet)  COMP
 RZ1534  MODELED GRAV-     980,391.0   (mgal)                       NAVD 88
 RZ1534
 RZ1534  VERT ORDER  -  FIRST     CLASS II
 RZ1534
 RZ1534.The horizontal coordinates were scaled from a topographic map and have
 RZ1534.an estimated accuracy of +/- 6 seconds.
 RZ1534
 RZ1534.The orthometric height was determined by differential leveling
 RZ1534.and adjusted by the National Geodetic Survey in June 1991..
 RZ1534
 RZ1534.The geoid height was determined by GEOID03.
 RZ1534
 RZ1534.The dynamic height is computed by dividing the NAVD 88
 RZ1534.geopotential number by the normal gravity value computed on the
 RZ1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1534.degrees latitude (g = 980.6199 gals.).
 RZ1534
 RZ1534.The modeled gravity was interpolated from observed gravity values.
 RZ1534
 RZ1534;                    North         East    Units  Estimated Accuracy
 RZ1534;SPC ID W     -   493,940.      753,230.      MT  (+/- 180 meters Scaled)
 RZ1534
 RZ1534                          SUPERSEDED SURVEY CONTROL
 RZ1534
 RZ1534.No superseded survey control is available for this station.
 RZ1534
 RZ1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM498065(NAD 83)
 RZ1534_MARKER: DB = BENCH MARK DISK
 RZ1534_SETTING: 80 = SET IN A BOULDER
 RZ1534_SP_SET: BOULDER
 RZ1534_STAMPING: J 404 1982
 RZ1534_MARK LOGO: NGS   
 RZ1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1534
 RZ1534  HISTORY     - Date     Condition        Report By
 RZ1534  HISTORY     - 1982     MONUMENTED       NGS
 RZ1534
 RZ1534                          STATION DESCRIPTION
 RZ1534
 RZ1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1534'5.4 KM (3.3 MI) SE FROM FERDINAND.
 RZ1534'5.4 KM (3.35 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE CAMAS PRAIRIE
 RZ1534'RAILROAD OVERPASS BRIDGE IN FERDINAND, IN TOP OF THE HIGHEST POINT OF
 RZ1534'A LONE 2- BY 3-FOOT EXPOSURE OF GRANITE, 0.13 KM (0.08 MI) NORTH OF
 RZ1534'MILE POST 259, 0.19 KM (0.12 MI) NORTH OF THE T-JUNCTION OF A DIRT
 RZ1534'ROAD LEADING WEST, 10.7 METERS (35 FT) WEST OF THE CENTERLINE OF THE
 RZ1534'SOUTHBOUND HIGHWAY LANES, 86.6 METERS (284 FT) NORTH OF A T-JUNCTION
 RZ1534'OF THE RIGHT OF WAY FENCE AND A FENCE LEADING WEST, 26.4 METERS (86.5
 RZ1534'FT) NORTHEAST OF THE FIRST POWER POLE NORTH OF THE ROAD, 17.2 METERS
 RZ1534'(56.5 FT) EAST OF AND 4.2 METERS (14 FT) BELOW THE RIGHT OF WAY FENCE.
 RZ1534'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 RZ1534'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1017 ***********************************************************************
 RA1017  DESIGNATION -  J 405
 RA1017  PID         -  RA1017
 RA1017  STATE/COUNTY-  ID/IDAHO
 RA1017  USGS QUAD   -  WHITE BIRD HILL (1995)
 RA1017
 RA1017                         *CURRENT SURVEY CONTROL
 RA1017  ___________________________________________________________________
 RA1017* NAD 83(1986)-  45 50 01.     (N)    116 14 27.     (W)     SCALED    
 RA1017* NAVD 88     -      1214.125  (meters)    3983.34   (feet)  ADJUSTED  
 RA1017  ___________________________________________________________________
 RA1017  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 RA1017  DYNAMIC HT  -        1213.845 (meters)    3982.42  (feet)  COMP
 RA1017  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 RA1017
 RA1017  VERT ORDER  -  FIRST     CLASS II
 RA1017
 RA1017.The horizontal coordinates were scaled from a topographic map and have
 RA1017.an estimated accuracy of +/- 6 seconds.
 RA1017
 RA1017.The orthometric height was determined by differential leveling
 RA1017.and adjusted by the National Geodetic Survey in June 1991..
 RA1017
 RA1017.The geoid height was determined by GEOID03.
 RA1017
 RA1017.The dynamic height is computed by dividing the NAVD 88
 RA1017.geopotential number by the normal gravity value computed on the
 RA1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1017.degrees latitude (g = 980.6199 gals.).
 RA1017
 RA1017.The modeled gravity was interpolated from observed gravity values.
 RA1017
 RA1017;                    North         East    Units  Estimated Accuracy
 RA1017;SPC ID W     -   463,070.      761,870.      MT  (+/- 180 meters Scaled)
 RA1017
 RA1017                          SUPERSEDED SURVEY CONTROL
 RA1017
 RA1017.No superseded survey control is available for this station.
 RA1017
 RA1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL589758(NAD 83)
 RA1017_MARKER: DB = BENCH MARK DISK
 RA1017_SETTING: 66 = SET IN ROCK OUTCROP
 RA1017_SP_SET: ROCK OUTCROP
 RA1017_STAMPING: J 405 1982
 RA1017_MARK LOGO: NGS   
 RA1017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1017+STABILITY: POSITION/ELEVATION WELL
 RA1017
 RA1017  HISTORY     - Date     Condition        Report By
 RA1017  HISTORY     - 1982     MONUMENTED       NGS
 RA1017
 RA1017                          STATION DESCRIPTION
 RA1017
 RA1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1017'10.6 KM (6.6 MI) NE FROM WHITE BIRD.
 RA1017'10.65 KM (6.65 MI) NORTHEAST ALONG US HIGHWAY 95 FROM THE NORTH END OF
 RA1017'THE MASSIVE STEEL BRIDGE OVER OLD HIGHWAY 95 IN WHITE BIRD, IN TOP OF
 RA1017'THE SOUTH END OF A 2- BY 3-FOOT SHELF OF ROCK IN THE BASE OF A BEDROCK
 RA1017'CUT AT THE NORTH END OF A CURVE, 0.72 KM (0.45 MI) NORTHEAST OF
 RA1017'MILEPOST 230, 0.75 KM (0.45 MI) NORTHEAST OF THE T-JUNCTION OF THE OLD
 RA1017'HIGHWAY, 10.6 METERS (35.5 FT) WEST OF THE HIGHWAY CENTERLINE, 22.8
 RA1017'METERS (75 FT) WEST ACROSS THE HIGHWAY FROM THE NORTHEAST END OF A
 RA1017'STEEL GUARDRAIL.
 RA1017'THE MARK IS 0.25 METERS  S FROM A WITNESS POST.
 RA1017'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1043 ***********************************************************************
 RA1043  DESIGNATION -  J 406
 RA1043  PID         -  RA1043
 RA1043  STATE/COUNTY-  ID/IDAHO
 RA1043  USGS QUAD   -  POLLOCK (1979)
 RA1043
 RA1043                         *CURRENT SURVEY CONTROL
 RA1043  ___________________________________________________________________
 RA1043* NAD 83(1986)-  45 22 12.     (N)    116 21 29.     (W)     SCALED    
 RA1043* NAVD 88     -       612.571  (meters)    2009.74   (feet)  ADJUSTED  
 RA1043  ___________________________________________________________________
 RA1043  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 RA1043  DYNAMIC HT  -         612.425 (meters)    2009.26  (feet)  COMP
 RA1043  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 RA1043
 RA1043  VERT ORDER  -  FIRST     CLASS II
 RA1043
 RA1043.The horizontal coordinates were scaled from a topographic map and have
 RA1043.an estimated accuracy of +/- 6 seconds.
 RA1043
 RA1043.The orthometric height was determined by differential leveling
 RA1043.and adjusted by the National Geodetic Survey in June 1991..
 RA1043
 RA1043.The geoid height was determined by GEOID03.
 RA1043
 RA1043.The dynamic height is computed by dividing the NAVD 88
 RA1043.geopotential number by the normal gravity value computed on the
 RA1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1043.degrees latitude (g = 980.6199 gals.).
 RA1043
 RA1043.The modeled gravity was interpolated from observed gravity values.
 RA1043
 RA1043;                    North         East    Units  Estimated Accuracy
 RA1043;SPC ID W     -   411,600.      752,370.      MT  (+/- 180 meters Scaled)
 RA1043
 RA1043                          SUPERSEDED SURVEY CONTROL
 RA1043
 RA1043.No superseded survey control is available for this station.
 RA1043
 RA1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL502242(NAD 83)
 RA1043_MARKER: DB = BENCH MARK DISK
 RA1043_SETTING: 66 = SET IN ROCK OUTCROP
 RA1043_SP_SET: ROCK OUTCROP
 RA1043_STAMPING: J 406 1982
 RA1043_MARK LOGO: NGS   
 RA1043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1043+STABILITY: POSITION/ELEVATION WELL
 RA1043
 RA1043  HISTORY     - Date     Condition        Report By
 RA1043  HISTORY     - 1982     MONUMENTED       NGS
 RA1043
 RA1043                          STATION DESCRIPTION
 RA1043
 RA1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1043'7.1 KM (4.5 MI) SOUTH FROM RIGGINS.
 RA1043'7.15 KM (4.5 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 RA1043'RIGGINS, IN TOP OF AND 2.0 METERS (6.5 FT) EAST OF THE WEST EDGE OF A
 RA1043'MASSIVE EXPOSURE OF GRANITE BEDROCK ON THE WEST BANK OF THE LITTLE
 RA1043'SALMON RIVER, 0.45 KM (0.3 MI) SOUTH OF THE BRIDGE OVER THE RAPID
 RA1043'RIVER, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 191, 11.6 METERS (38 FT) EAST
 RA1043'OF THE HIGHWAY CENTERLINE, 4.4 METERS (14.5 FT) NORTH OF THE SOUTH END
 RA1043'OF A BARB WIRE FENCE, 0.5 METER (1.5 FT) WEST OF THE FENCE.
 RA1043'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 RA1043'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1078 ***********************************************************************
 QB1078  DESIGNATION -  J 407
 QB1078  PID         -  QB1078
 QB1078  STATE/COUNTY-  ID/ADAMS
 QB1078  USGS QUAD   -  NEW MEADOWS (1986)
 QB1078
 QB1078                         *CURRENT SURVEY CONTROL
 QB1078  ___________________________________________________________________
 QB1078* NAD 83(1986)-  44 59 30.     (N)    116 21 33.     (W)     SCALED    
 QB1078* NAVD 88     -      1252.458  (meters)    4109.11   (feet)  ADJUSTED  
 QB1078  ___________________________________________________________________
 QB1078  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 QB1078  DYNAMIC HT  -        1251.994 (meters)    4107.58  (feet)  COMP
 QB1078  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 QB1078
 QB1078  VERT ORDER  -  FIRST     CLASS II
 QB1078
 QB1078.The horizontal coordinates were scaled from a topographic map and have
 QB1078.an estimated accuracy of +/- 6 seconds.
 QB1078
 QB1078.The orthometric height was determined by differential leveling
 QB1078.and adjusted by the National Geodetic Survey in June 1991..
 QB1078
 QB1078.The geoid height was determined by GEOID03.
 QB1078
 QB1078.The dynamic height is computed by dividing the NAVD 88
 QB1078.geopotential number by the normal gravity value computed on the
 QB1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1078.degrees latitude (g = 980.6199 gals.).
 QB1078
 QB1078.The modeled gravity was interpolated from observed gravity values.
 QB1078
 QB1078;                    North         East    Units  Estimated Accuracy
 QB1078;SPC ID W     -   369,560.      751,970.      MT  (+/- 180 meters Scaled)
 QB1078
 QB1078                          SUPERSEDED SURVEY CONTROL
 QB1078
 QB1078.No superseded survey control is available for this station.
 QB1078
 QB1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK505822(NAD 83)
 QB1078_MARKER: DB = BENCH MARK DISK
 QB1078_SETTING: 66 = SET IN ROCK OUTCROP
 QB1078_SP_SET: ROCK OUTCROP
 QB1078_STAMPING: J 407 1983
 QB1078_MARK LOGO: NGS   
 QB1078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1078+STABILITY: POSITION/ELEVATION WELL
 QB1078
 QB1078  HISTORY     - Date     Condition        Report By
 QB1078  HISTORY     - 1983     MONUMENTED       NGS
 QB1078
 QB1078                          STATION DESCRIPTION
 QB1078
 QB1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1078'6.7 KM (4.2 MI) WEST FROM NEW MEADOWS.
 QB1078'6.75 KM (4.25 MI) WEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 QB1078'HIGHWAY 55 IN NEW MEADOWS, IN TOP OF AND 0.2 METER (0.8 FT) SOUTH OF
 QB1078'THE NORTH END OF A 2- BY 4-FOOT EXPOSURE OF BROWN VOLCANIC OUTCROP
 QB1078'PROJECTING 5 INCHES, ON TOP OF THE WEST END OF A SHORT BEDROCK CUT,
 QB1078'0.45 KM (0.3 MI) WEST OF MILEPOST 157, 0.15 KM (0.1 MI) EAST OF THE
 QB1078'T-JUNCTION OF MUD CREEK ROAD LEADING NORTH, 11.3 METERS (37 FT) NORTH
 QB1078'OF THE HIGHWAY CENTERLINE, 30.8 METERS (101 FT) WEST OF THE POWER POLE
 QB1078'ON TOP OF THE HIGHWAY CUT.
 QB1078'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 QB1078'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1104 ***********************************************************************
 QB1104  DESIGNATION -  J 408
 QB1104  PID         -  QB1104
 QB1104  STATE/COUNTY-  ID/ADAMS
 QB1104  USGS QUAD   -  INDIAN VALLEY (1986)
 QB1104
 QB1104                         *CURRENT SURVEY CONTROL
 QB1104  ___________________________________________________________________
 QB1104* NAD 83(1986)-  44 36 35.     (N)    116 26 43.     (W)     SCALED    
 QB1104* NAVD 88     -       908.871  (meters)    2981.85   (feet)  ADJUSTED  
 QB1104  ___________________________________________________________________
 QB1104  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 QB1104  DYNAMIC HT  -         908.592 (meters)    2980.94  (feet)  COMP
 QB1104  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 QB1104
 QB1104  VERT ORDER  -  FIRST     CLASS II
 QB1104
 QB1104.The horizontal coordinates were scaled from a topographic map and have
 QB1104.an estimated accuracy of +/- 6 seconds.
 QB1104
 QB1104.The orthometric height was determined by differential leveling
 QB1104.and adjusted by the National Geodetic Survey in June 1991..
 QB1104
 QB1104.The geoid height was determined by GEOID03.
 QB1104
 QB1104.The dynamic height is computed by dividing the NAVD 88
 QB1104.geopotential number by the normal gravity value computed on the
 QB1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1104.degrees latitude (g = 980.6199 gals.).
 QB1104
 QB1104.The modeled gravity was interpolated from observed gravity values.
 QB1104
 QB1104;                    North         East    Units  Estimated Accuracy
 QB1104;SPC ID W     -   327,170.      744,810.      MT  (+/- 180 meters Scaled)
 QB1104
 QB1104                          SUPERSEDED SURVEY CONTROL
 QB1104
 QB1104.No superseded survey control is available for this station.
 QB1104
 QB1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK440397(NAD 83)
 QB1104_MARKER: I = METAL ROD
 QB1104_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1104_SP_SET: STAINLESS STEEL ROD
 QB1104_STAMPING: J 408 1983
 QB1104_MARK LOGO: NGS   
 QB1104_PROJECTION: FLUSH
 QB1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1104_ROD/PIPE-DEPTH: 2.3  meters
 QB1104
 QB1104  HISTORY     - Date     Condition        Report By
 QB1104  HISTORY     - 1983     MONUMENTED       NGS
 QB1104
 QB1104                          STATION DESCRIPTION
 QB1104
 QB1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1104'13.8 KM (8.6 MI) SOUTH FROM COUNCIL.
 QB1104'13.8 KM (8.6 MI) SOUTH ALONG US HIGHWAY 95 FROM THE HIGH SCHOOL IN
 QB1104'COUNCIL, ON THE SOUTHWEST CORNER OF THE T-JUNCTION OF THE OLD HIGHWAY
 QB1104'LEADING NORTHWEST TO MESA, 109.7 METERS (360 FT) NORTHWEST ACROSS THE
 QB1104'HIGHWAY FROM MILEPOST 126, 33.6 METERS (110.5 FT) WEST OF THE
 QB1104'CENTERLINE OF THE HIGHWAY, 89 METERS (292 FT) NORTH OF THE CENTERLINE
 QB1104'OF A PAVED ROAD, 77.4 METERS (254 FT) SOUTH OF THE CENTER OF THE OLD
 QB1104'HIGHWAY, 0.3 METER (1 FT) EAST OF A FENCE.
 QB1104'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 QB1104'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0761 ***********************************************************************
 OY0761  DESIGNATION -  J 409
 OY0761  PID         -  OY0761
 OY0761  STATE/COUNTY-  ID/BINGHAM
 OY0761  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0761
 OY0761                         *CURRENT SURVEY CONTROL
 OY0761  ___________________________________________________________________
 OY0761* NAD 83(1986)-  43 26 38.     (N)    112 04 29.     (W)     SCALED    
 OY0761* NAVD 88     -      1422.977  (meters)    4668.55   (feet)  ADJUSTED  
 OY0761  ___________________________________________________________________
 OY0761  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 OY0761  DYNAMIC HT  -        1422.228 (meters)    4666.09  (feet)  COMP
 OY0761  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 OY0761
 OY0761  VERT ORDER  -  FIRST     CLASS II
 OY0761
 OY0761.The horizontal coordinates were scaled from a topographic map and have
 OY0761.an estimated accuracy of +/- 6 seconds.
 OY0761
 OY0761.The orthometric height was determined by differential leveling
 OY0761.and adjusted by the National Geodetic Survey in June 1991..
 OY0761
 OY0761.The geoid height was determined by GEOID03.
 OY0761
 OY0761.The dynamic height is computed by dividing the NAVD 88
 OY0761.geopotential number by the normal gravity value computed on the
 OY0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0761.degrees latitude (g = 980.6199 gals.).
 OY0761
 OY0761.The modeled gravity was interpolated from observed gravity values.
 OY0761
 OY0761;                    North         East    Units  Estimated Accuracy
 OY0761;SPC ID E     -   197,420.      207,440.      MT  (+/- 180 meters Scaled)
 OY0761
 OY0761                          SUPERSEDED SURVEY CONTROL
 OY0761
 OY0761  NGVD 29 (08/20/92) 1421.910  (m)         4665.05   (f) ADJUSTED    1 2
 OY0761
 OY0761.Superseded values are not recommended for survey control.
 OY0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0761.See file dsdata.txt to determine how the superseded data were derived.
 OY0761
 OY0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP130106(NAD 83)
 OY0761_MARKER: I = METAL ROD
 OY0761_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY0761_SP_SET: STAINLESS STEEL ROD
 OY0761_STAMPING: J 409 1983
 OY0761_MARK LOGO: NGS   
 OY0761_PROJECTION: FLUSH
 OY0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0761+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 OY0761_ROD/PIPE-DEPTH: 3.7  meters
 OY0761
 OY0761  HISTORY     - Date     Condition        Report By
 OY0761  HISTORY     - 1983     MONUMENTED       NGS
 OY0761  HISTORY     - 20030821 GOOD             IDTD
 OY0761
 OY0761                          STATION DESCRIPTION
 OY0761
 OY0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OY0761'6.0 KM (3.75 MI) SW FROM IDAHO FALLS.
 OY0761'6.0 KM (3.75 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY0761'JUNCTION WITH BROADWAY STREET IN IDAHO FALLS, 0.7 KM (0.45 MI)
 OY0761'SOUTHWEST OF MILEPOST 181, 110.0 METERS (360.9 FT) NORTHEAST OF THE
 OY0761'CENTER OF A CROSSING LEADING EAST INTO A WAREHOUSE, 19.9 METERS (65.3
 OY0761'FT) NORTHWEST OF THE NORTH CORNER OF A WAREHOUSE, 10.0 METERS (32.8
 OY0761'FT) SOUTHEAST OF THE NEAR RAIL, 5.9 METERS (19.4 FT) NORTHWEST OF A
 OY0761'FENCE CORNER, AND 0.8 METER (2.6 FT) NORTHEAST OF A UTILITY POLE.
 OY0761'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OY0761'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 OY0761'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 OY0761
 OY0761                          STATION RECOVERY (2003)
 OY0761
 OY0761'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2003 (GDJ)
 OY0761'ADD TO DESCRIPTION,  THE MARK IS RIGHT (SOUTHEAST) OF US-91 MILEPOST
 OY0761'123.222.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0335 ***********************************************************************
 QY0335  DESIGNATION -  J 41 RESET
 QY0335  PID         -  QY0335
 QY0335  STATE/COUNTY-  ID/LEMHI
 QY0335  USGS QUAD   -  SALMON (1989)
 QY0335
 QY0335                         *CURRENT SURVEY CONTROL
 QY0335  ___________________________________________________________________
 QY0335* NAD 83(1986)-  45 13 52.     (N)    113 53 43.     (W)     SCALED    
 QY0335* NAVD 88     -      1182.51   (meters)    3879.6    (feet)  RESET     
 QY0335  ___________________________________________________________________
 QY0335  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 QY0335
 QY0335  VERT ORDER  -  THIRD
 QY0335
 QY0335.The horizontal coordinates were scaled from a topographic map and have
 QY0335.an estimated accuracy of +/- 6 seconds.
 QY0335
 QY0335.The orthometric height was computed from unverified reset data.
 QY0335
 QY0335.The geoid height was determined by GEOID03.
 QY0335
 QY0335;                    North         East    Units  Estimated Accuracy
 QY0335;SPC ID C     -   396,000.      508,220.      MT  (+/- 180 meters Scaled)
 QY0335
 QY0335                          SUPERSEDED SURVEY CONTROL
 QY0335
 QY0335.No superseded survey control is available for this station.
 QY0335
 QY0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR727127(NAD 83)
 QY0335_MARKER: DB = BENCH MARK DISK
 QY0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QY0335_SP_SET: PARAPET
 QY0335_STAMPING: J 41 RESET 1969
 QY0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QY0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QY0335+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2001
 QY0335
 QY0335  HISTORY     - Date     Condition        Report By
 QY0335  HISTORY     - 1969     MONUMENTED       CGS
 QY0335  HISTORY     - 20010320 GOOD             IDTD
 QY0335
 QY0335                          STATION DESCRIPTION
 QY0335
 QY0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 QY0335'0.8 MI S FROM CARMEN.
 QY0335'4.0 MILES NORTH OF SALMON, 0.8 MILE SOUTH ALONG U.S. HIGHWAY 93 FROM
 QY0335'THE POST OFFICE AT CARMEN, 19.5 FEET NORTHWEST OF THE CENTERLINE OF
 QY0335'U.S. HIGHWAY 93, 15 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 QY0335'PARAPET, AND 2.5 FEET ABOVE THE FLOOR OF THE BRIDGE CEMENTED IN A
 QY0335'DRILL HOLE IN THE CONCRETE PARAPET OF THE BRIDGE OVER SALMON RIVER.
 QY0335
 QY0335                          STATION RECOVERY (2001)
 QY0335
 QY0335'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (GDJ)
 QY0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0745 ***********************************************************************
 PY0745  DESIGNATION -  J 410
 PY0745  PID         -  PY0745
 PY0745  STATE/COUNTY-  ID/FREMONT
 PY0745  USGS QUAD   -  LOOKOUT BUTTE (1965)
 PY0745
 PY0745                         *CURRENT SURVEY CONTROL
 PY0745  ___________________________________________________________________
 PY0745* NAD 83(1986)-  44 11 00.     (N)    111 26 09.     (W)     SCALED    
 PY0745* NAVD 88     -      1886.353  (meters)    6188.81   (feet)  ADJUSTED  
 PY0745  ___________________________________________________________________
 PY0745  GEOID HEIGHT-         -10.12  (meters)                     GEOID03
 PY0745  DYNAMIC HT  -        1885.285 (meters)    6185.31  (feet)  COMP
 PY0745  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 PY0745
 PY0745  VERT ORDER  -  FIRST     CLASS II
 PY0745
 PY0745.The horizontal coordinates were scaled from a topographic map and have
 PY0745.an estimated accuracy of +/- 6 seconds.
 PY0745
 PY0745.The orthometric height was determined by differential leveling
 PY0745.and adjusted by the National Geodetic Survey in June 1991..
 PY0745
 PY0745.The geoid height was determined by GEOID03.
 PY0745
 PY0745.The dynamic height is computed by dividing the NAVD 88
 PY0745.geopotential number by the normal gravity value computed on the
 PY0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0745.degrees latitude (g = 980.6199 gals.).
 PY0745
 PY0745.The modeled gravity was interpolated from observed gravity values.
 PY0745
 PY0745;                    North         East    Units  Estimated Accuracy
 PY0745;SPC ID E     -   279,830.      258,430.      MT  (+/- 180 meters Scaled)
 PY0745
 PY0745                          SUPERSEDED SURVEY CONTROL
 PY0745
 PY0745  NGVD 29 (08/20/92) 1885.190  (m)         6184.99   (f) ADJUSTED    1 2
 PY0745
 PY0745.Superseded values are not recommended for survey control.
 PY0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0745.See file dsdata.txt to determine how the superseded data were derived.
 PY0745
 PY0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP651923(NAD 83)
 PY0745_MARKER: I = METAL ROD
 PY0745_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY0745+WITH SETTING: INFORMATION.
 PY0745_SP_SET: SHALLOW SET METAL ROD
 PY0745_STAMPING: J 410 1983
 PY0745_MARK LOGO: NGS   
 PY0745_PROJECTION: FLUSH
 PY0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0745_ROD/PIPE-DEPTH: 0.9  meters
 PY0745
 PY0745  HISTORY     - Date     Condition        Report By
 PY0745  HISTORY     - 1983     MONUMENTED       NGS
 PY0745
 PY0745                          STATION DESCRIPTION
 PY0745
 PY0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0745'13.8 KM (8.55 MI) NE FROM ASHTON.
 PY0745'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 47 FROM THE UNION PACIFIC
 PY0745'RAILROAD STATION IN ASHTON, THENCE 13.4 KM (8.3 MI) NORTHEASTERLY
 PY0745'ALONG U.S. HIGHWAY 20, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 369, AND
 PY0745'23.2 METERS (76.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0745'REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 PY0745'5-INCH LOGO CAP.
 PY0745'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 PY0745'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0718 ***********************************************************************
 PY0718  DESIGNATION -  J 411
 PY0718  PID         -  PY0718
 PY0718  STATE/COUNTY-  ID/FREMONT
 PY0718  USGS QUAD   -  BIG SPRINGS (1964)
 PY0718
 PY0718                         *CURRENT SURVEY CONTROL
 PY0718  ___________________________________________________________________
 PY0718* NAD 83(1986)-  44 36 36.     (N)    111 20 09.     (W)     SCALED    
 PY0718* NAVD 88     -      1997.979  (meters)    6555.04   (feet)  ADJUSTED  
 PY0718  ___________________________________________________________________
 PY0718  GEOID HEIGHT-          -8.96  (meters)                     GEOID03
 PY0718  DYNAMIC HT  -        1996.868 (meters)    6551.39  (feet)  COMP
 PY0718  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 PY0718
 PY0718  VERT ORDER  -  FIRST     CLASS II
 PY0718
 PY0718.The horizontal coordinates were scaled from a topographic map and have
 PY0718.an estimated accuracy of +/- 6 seconds.
 PY0718
 PY0718.The orthometric height was determined by differential leveling
 PY0718.and adjusted by the National Geodetic Survey in June 1991..
 PY0718
 PY0718.The geoid height was determined by GEOID03.
 PY0718
 PY0718.The dynamic height is computed by dividing the NAVD 88
 PY0718.geopotential number by the normal gravity value computed on the
 PY0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0718.degrees latitude (g = 980.6199 gals.).
 PY0718
 PY0718.The modeled gravity was interpolated from observed gravity values.
 PY0718
 PY0718;                    North         East    Units  Estimated Accuracy
 PY0718;SPC ID E     -   327,310.      265,950.      MT  (+/- 180 meters Scaled)
 PY0718
 PY0718                          SUPERSEDED SURVEY CONTROL
 PY0718
 PY0718  NGVD 29 (08/20/92) 1996.757  (m)         6551.03   (f) ADJUSTED    1 2
 PY0718
 PY0718.Superseded values are not recommended for survey control.
 PY0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0718.See file dsdata.txt to determine how the superseded data were derived.
 PY0718
 PY0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ733396(NAD 83)
 PY0718_MARKER: I = METAL ROD
 PY0718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0718_SP_SET: STAINLESS STEEL ROD
 PY0718_STAMPING: J 411 1983
 PY0718_MARK LOGO: NGS   
 PY0718_PROJECTION: FLUSH
 PY0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0718_ROD/PIPE-DEPTH: 6.1  meters
 PY0718
 PY0718  HISTORY     - Date     Condition        Report By
 PY0718  HISTORY     - 1983     MONUMENTED       NGS
 PY0718
 PY0718                          STATION DESCRIPTION
 PY0718
 PY0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0718'24.8 KM (15.4 MI) SW FROM WEST YELLOWSTONE MONTANA.
 PY0718'24.8 KM (15.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 20 FROM THE MUSEUM
 PY0718'OF THE YELLOWSTONE IN WEST YELLOWSTONE, 0.8 KM (0.5 MI) NORTH OF
 PY0718'MILEPOST 400, 0.7 KM (0.45 MI) NORTH OF A TRACK ROAD LEADING WEST,
 PY0718'30.7 METERS (100.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.8
 PY0718'METERS (19.0 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, AND 0.8
 PY0718'METER (2.6 FT) NORTH OF A T-FENCE CORNER.  ACCESS TO THE DATUM POINT
 PY0718'IS THROUGH A 5-INCH LOGO CAP.
 PY0718'THE MARK IS 0.3 METERS  E FROM  WITNESS POST AND FENCE
 PY0718'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1133 ***********************************************************************
 QB1133  DESIGNATION -  J 412
 QB1133  PID         -  QB1133
 QB1133  STATE/COUNTY-  ID/PAYETTE
 QB1133  USGS QUAD   -  PAYETTE (1974)
 QB1133
 QB1133                         *CURRENT SURVEY CONTROL
 QB1133  ___________________________________________________________________
 QB1133* NAD 83(1986)-  44 04 31.     (N)    116 55 40.     (W)     SCALED    
 QB1133* NAVD 88     -       657.518  (meters)    2157.21   (feet)  ADJUSTED  
 QB1133  ___________________________________________________________________
 QB1133  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 QB1133  DYNAMIC HT  -         657.325 (meters)    2156.57  (feet)  COMP
 QB1133  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 QB1133
 QB1133  VERT ORDER  -  FIRST     CLASS II
 QB1133
 QB1133.The horizontal coordinates were scaled from a topographic map and have
 QB1133.an estimated accuracy of +/- 6 seconds.
 QB1133
 QB1133.The orthometric height was determined by differential leveling
 QB1133.and adjusted by the National Geodetic Survey in June 1991..
 QB1133
 QB1133.The geoid height was determined by GEOID03.
 QB1133
 QB1133.The dynamic height is computed by dividing the NAVD 88
 QB1133.geopotential number by the normal gravity value computed on the
 QB1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1133.degrees latitude (g = 980.6199 gals.).
 QB1133
 QB1133.The modeled gravity was interpolated from observed gravity values.
 QB1133
 QB1133;                    North         East    Units  Estimated Accuracy
 QB1133;SPC ID W     -   268,230.      705,660.      MT  (+/- 180 meters Scaled)
 QB1133
 QB1133                          SUPERSEDED SURVEY CONTROL
 QB1133
 QB1133.No superseded survey control is available for this station.
 QB1133
 QB1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ057802(NAD 83)
 QB1133_MARKER: DB = BENCH MARK DISK
 QB1133_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QB1133_STAMPING: J 412 1983
 QB1133_MARK LOGO: NGS   
 QB1133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1133+STABILITY: POSITION/ELEVATION WELL
 QB1133
 QB1133  HISTORY     - Date     Condition        Report By
 QB1133  HISTORY     - 1983     MONUMENTED       NGS
 QB1133  HISTORY     - 1983     GOOD             NGS
 QB1133  HISTORY     - 1985     GOOD             NGS
 QB1133
 QB1133                          STATION DESCRIPTION
 QB1133
 QB1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1133'IN PAYETTE.
 QB1133'IN PAYETTE, 0.45 KM (0.3 MI) EAST OF THE POST OFFICE, AT THE PAYETTE
 QB1133'JUNIOR HIGH SCHOOL GYMNASIUM, SET VERTICALLY IN THE EAST FACE AND
 QB1133'0.15 METER (0.5 FT) NORTH OF THE SOUTHEAST CORNER, 48.1 METERS
 QB1133'(158 FT) NORTH OF THE CENTERLINE OF CENTRAL AVENUE, 1.3 METERS
 QB1133'(4.5 FT) ABOVE THE GROUND.
 QB1133'THE MARK IS 1.2 M ABOVE THE AVENUE.
 QB1133
 QB1133                          STATION RECOVERY (1983)
 QB1133
 QB1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB1133'RECOVERED IN GOOD CONDITION.
 QB1133
 QB1133                          STATION RECOVERY (1985)
 QB1133
 QB1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 QB1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0801 ***********************************************************************
 NV0801  DESIGNATION -  J 413
 NV0801  PID         -  NV0801
 NV0801  STATE/COUNTY-  ID/ELMORE
 NV0801  USGS QUAD   -  PASADENA VALLEY (1992)
 NV0801
 NV0801                         *CURRENT SURVEY CONTROL
 NV0801  ___________________________________________________________________
 NV0801* NAD 83(1986)-  42 59 19.     (N)    115 10 04.     (W)     SCALED    
 NV0801* NAVD 88     -       788.470  (meters)    2586.84   (feet)  ADJUSTED  
 NV0801  ___________________________________________________________________
 NV0801  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 NV0801  DYNAMIC HT  -         788.138 (meters)    2585.75  (feet)  COMP
 NV0801  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 NV0801
 NV0801  VERT ORDER  -  FIRST     CLASS II
 NV0801
 NV0801.The horizontal coordinates were scaled from a topographic map and have
 NV0801.an estimated accuracy of +/- 6 seconds.
 NV0801
 NV0801.The orthometric height was determined by differential leveling
 NV0801.and adjusted by the National Geodetic Survey in June 1991..
 NV0801
 NV0801.The geoid height was determined by GEOID03.
 NV0801
 NV0801.The dynamic height is computed by dividing the NAVD 88
 NV0801.geopotential number by the normal gravity value computed on the
 NV0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0801.degrees latitude (g = 980.6199 gals.).
 NV0801
 NV0801.The modeled gravity was interpolated from observed gravity values.
 NV0801
 NV0801;                    North         East    Units  Estimated Accuracy
 NV0801;SPC ID W     -   147,000.      847,480.      MT  (+/- 180 meters Scaled)
 NV0801
 NV0801                          SUPERSEDED SURVEY CONTROL
 NV0801
 NV0801.No superseded survey control is available for this station.
 NV0801
 NV0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH493611(NAD 83)
 NV0801_MARKER: I = METAL ROD
 NV0801_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0801_SP_SET: STAINLESS STEEL ROD
 NV0801_STAMPING: J 413 1983
 NV0801_MARK LOGO: NGS   
 NV0801_PROJECTION: FLUSH
 NV0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0801_ROD/PIPE-DEPTH: 1.2  meters
 NV0801
 NV0801  HISTORY     - Date     Condition        Report By
 NV0801  HISTORY     - 1983     MONUMENTED       NGS
 NV0801
 NV0801                          STATION DESCRIPTION
 NV0801
 NV0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0801'3.7 KM (2.3 MI) SE FROM KING HILL.
 NV0801'3.75 KM (2.35 MI) SOUTHEAST ALONG THE OLD OREGON TRAIL HIGHWAY FROM
 NV0801'THE POST OFFICE IN KING HILL, 1.8 KM (1.15 MI) SOUTHEAST OF THE
 NV0801'CROSSING OF CLOVER CREEK, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 159,
 NV0801'18.0 METERS (59 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 12.5 METERS
 NV0801'(41.5 FT) EAST OF THE NORTHEAST END OF A CONCRETE PIPE CULVERT, 3.5
 NV0801'METERS (11.5 FT) NORTHWEST OF A T JUNCTION FENCE POST, 0.5 METER (1.5
 NV0801'FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 NV0801'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 NV0801'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0827 ***********************************************************************
 NV0827  DESIGNATION -  J 414
 NV0827  PID         -  NV0827
 NV0827  STATE/COUNTY-  ID/LINCOLN
 NV0827  USGS QUAD   -  SHOSHONE (1992)
 NV0827
 NV0827                         *CURRENT SURVEY CONTROL
 NV0827  ___________________________________________________________________
 NV0827* NAD 83(1986)-  42 56 39.     (N)    114 26 24.     (W)     SCALED    
 NV0827* NAVD 88     -      1206.444  (meters)    3958.14   (feet)  ADJUSTED  
 NV0827  ___________________________________________________________________
 NV0827  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 NV0827  DYNAMIC HT  -        1205.848 (meters)    3956.19  (feet)  COMP
 NV0827  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 NV0827
 NV0827  VERT ORDER  -  FIRST     CLASS II
 NV0827
 NV0827.The horizontal coordinates were scaled from a topographic map and have
 NV0827.an estimated accuracy of +/- 6 seconds.
 NV0827
 NV0827.The orthometric height was determined by differential leveling
 NV0827.and adjusted by the National Geodetic Survey in June 1991..
 NV0827
 NV0827.The geoid height was determined by GEOID03.
 NV0827
 NV0827.The dynamic height is computed by dividing the NAVD 88
 NV0827.geopotential number by the normal gravity value computed on the
 NV0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0827.degrees latitude (g = 980.6199 gals.).
 NV0827
 NV0827.The modeled gravity was interpolated from observed gravity values.
 NV0827
 NV0827;                    North         East    Units  Estimated Accuracy
 NV0827;SPC ID C     -   141,990.      464,090.      MT  (+/- 180 meters Scaled)
 NV0827
 NV0827                          SUPERSEDED SURVEY CONTROL
 NV0827
 NV0827.No superseded survey control is available for this station.
 NV0827
 NV0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH088577(NAD 83)
 NV0827_MARKER: DB = BENCH MARK DISK
 NV0827_SETTING: 66 = SET IN ROCK OUTCROP
 NV0827_SP_SET: ROCK OUTCROP
 NV0827_STAMPING: J 414 1983
 NV0827_MARK LOGO: NGS   
 NV0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0827+STABILITY: POSITION/ELEVATION WELL
 NV0827
 NV0827  HISTORY     - Date     Condition        Report By
 NV0827  HISTORY     - 1983     MONUMENTED       NGS
 NV0827
 NV0827                          STATION DESCRIPTION
 NV0827
 NV0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0827'3.1 KM (1.9 MI) WEST FROM SHOSHONE.
 NV0827'3.1 KM (1.9 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE JUNCTION OF U.S.
 NV0827'HIGHWAY 93 AT SHOSHONE, 35.0 METERS (115 FT) SOUTHEAST OF MILEPOST
 NV0827'164, IN TOP OF AND 0.6 METER (2 FT) EAST OF THE WEST EDGE OF A 7 BY 7
 NV0827'FOOT PORTION OF VOLCANIC ROCK OUTCROP FLUSH WITH THE SURFACE OF THE
 NV0827'GROUND, 36.6 METERS (120 FT) SOUTH OF THE HIGHWAY CENTERLINE AND 25.3
 NV0827'METERS (83 FT) NORTH OF THE RIGHT OF WAY FENCE.
 NV0827'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 NV0827'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1136 ***********************************************************************
 OH1136  DESIGNATION -  J 415
 OH1136  PID         -  OH1136
 OH1136  STATE/COUNTY-  ID/ADA
 OH1136  USGS QUAD   -  INDIAN CREEK RESERVOIR (1992)
 OH1136
 OH1136                         *CURRENT SURVEY CONTROL
 OH1136  ___________________________________________________________________
 OH1136* NAD 83(1986)-  43 23 39.     (N)    116 00 22.     (W)     SCALED    
 OH1136* NAVD 88     -      1023.246  (meters)    3357.10   (feet)  ADJUSTED  
 OH1136  ___________________________________________________________________
 OH1136  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 OH1136  DYNAMIC HT  -        1022.786 (meters)    3355.59  (feet)  COMP
 OH1136  MODELED GRAV-     980,135.9   (mgal)                       NAVD 88
 OH1136
 OH1136  VERT ORDER  -  FIRST     CLASS II
 OH1136
 OH1136.The horizontal coordinates were scaled from a topographic map and have
 OH1136.an estimated accuracy of +/- 6 seconds.
 OH1136
 OH1136.The orthometric height was determined by differential leveling
 OH1136.and adjusted by the National Geodetic Survey in June 1991..
 OH1136
 OH1136.The geoid height was determined by GEOID03.
 OH1136
 OH1136.The dynamic height is computed by dividing the NAVD 88
 OH1136.geopotential number by the normal gravity value computed on the
 OH1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1136.degrees latitude (g = 980.6199 gals.).
 OH1136
 OH1136.The modeled gravity was interpolated from observed gravity values.
 OH1136
 OH1136;                    North         East    Units  Estimated Accuracy
 OH1136;SPC ID W     -   191,920.      779,250.      MT  (+/- 180 meters Scaled)
 OH1136
 OH1136                          SUPERSEDED SURVEY CONTROL
 OH1136
 OH1136.No superseded survey control is available for this station.
 OH1136
 OH1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ804050(NAD 83)
 OH1136_MARKER: DV = VERTICAL CONTROL DISK
 OH1136_SETTING: 66 = SET IN ROCK OUTCROP
 OH1136_SP_SET: IN A DRILL HOLE IN BEDROCK
 OH1136_STAMPING: J 415 1983
 OH1136_MARK LOGO: NGS   
 OH1136_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH1136+STABILITY: POSITION/ELEVATION WELL
 OH1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OH1136+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 OH1136
 OH1136  HISTORY     - Date     Condition        Report By
 OH1136  HISTORY     - 1983     MONUMENTED       NGS
 OH1136  HISTORY     - 19920729 GOOD             NGS
 OH1136
 OH1136                          STATION DESCRIPTION
 OH1136
 OH1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1136'29.3 KM (18.2 MI) SE FROM BOISE.
 OH1136'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OH1136'13.0 KM (8.1 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC
 OH1136'RAILROAD STATION AT BOISE, THENCE 16.2 KM (10.1 MI) SOUTHEAST ALONG
 OH1136'INTERSTATE 84, IN TOP OF A FLAT RIDGE OF GRAY OUTCROP AT THE SOUTHEAST
 OH1136'END OF A ROCKY CUT IN THE MEDIAN, 0.2 KM (0.1 MI) NORTHWEST OF
 OH1136'MILEPOST 70, 9.5 METERS (31 FT) NORTHEAST OF THE CENTERLINE OF THE
 OH1136'EASTBOUND LANES, 40.0 METERS (132 FT) NORTHWEST OF THE SOUTHEAST END
 OH1136'OF THE CUT.
 OH1136'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 OH1136
 OH1136                          STATION RECOVERY (1992)
 OH1136
 OH1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH1136'22.4 KM (13.90 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 OH1136'JUNCTION OF BROADWAY AVENUE (EXIT 54) IN BOISE, IN AN AREA OF
 OH1136'OUTCROPPING BEDROCK AT THE SOUTHEAST END OF A HIGHWAY CUT, IN THE
 OH1136'MEDIAN OF THE HIGHWAY, 9.6 M (31.5 FT) NORTHEAST OF THE CENTERLINE OF
 OH1136'THE EASTBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A
 OH1136'WITNESS POST, AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1108 ***********************************************************************
 OH1108  DESIGNATION -  J 416
 OH1108  PID         -  OH1108
 OH1108  STATE/COUNTY-  ID/CANYON
 OH1108  USGS QUAD   -  NAMPA (1971)
 OH1108
 OH1108                         *CURRENT SURVEY CONTROL
 OH1108  ___________________________________________________________________
 OH1108* NAD 83(1986)-  43 34 11.     (N)    116 32 52.     (W)     SCALED    
 OH1108* NAVD 88     -       759.362  (meters)    2491.34   (feet)  ADJUSTED  
 OH1108  ___________________________________________________________________
 OH1108  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 OH1108  DYNAMIC HT  -         759.098 (meters)    2490.47  (feet)  COMP
 OH1108  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 OH1108
 OH1108  VERT ORDER  -  FIRST     CLASS II
 OH1108
 OH1108.The horizontal coordinates were scaled from a topographic map and have
 OH1108.an estimated accuracy of +/- 6 seconds.
 OH1108
 OH1108.The orthometric height was determined by differential leveling
 OH1108.and adjusted by the National Geodetic Survey in June 1991..
 OH1108
 OH1108.The geoid height was determined by GEOID03.
 OH1108
 OH1108.The dynamic height is computed by dividing the NAVD 88
 OH1108.geopotential number by the normal gravity value computed on the
 OH1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1108.degrees latitude (g = 980.6199 gals.).
 OH1108
 OH1108.The modeled gravity was interpolated from observed gravity values.
 OH1108
 OH1108;                    North         East    Units  Estimated Accuracy
 OH1108;SPC ID W     -   211,700.      735,560.      MT  (+/- 180 meters Scaled)
 OH1108
 OH1108                          SUPERSEDED SURVEY CONTROL
 OH1108
 OH1108.No superseded survey control is available for this station.
 OH1108
 OH1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ365241(NAD 83)
 OH1108_MARKER: I = METAL ROD
 OH1108_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1108_SP_SET: STAINLESS STEEL ROD
 OH1108_STAMPING: J 416 1983
 OH1108_MARK LOGO: NGS   
 OH1108_PROJECTION: FLUSH
 OH1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1108_ROD/PIPE-DEPTH: 5.2  meters
 OH1108
 OH1108  HISTORY     - Date     Condition        Report By
 OH1108  HISTORY     - 1983     MONUMENTED       NGS
 OH1108
 OH1108                          STATION DESCRIPTION
 OH1108
 OH1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1108'1.6 KM (1.0 MI) SE FROM NAMPA.
 OH1108'1.6 KM (1.0 MI) SOUTHEAST ALONG SECOND STREET SOUTH FROM THE POST
 OH1108'OFFICE IN NAMPA, IN THE NORTH CORNER OF THE UNION PACIFIC RAILROAD
 OH1108'CROSSING, 0.2 KM (0.1 MI) SOUTHWEST OF THE RAILROAD ROUNDHOUSE, 12.0
 OH1108'METERS (39 FT) NORTHEAST OF THE CENTER OF SECOND STREET, 10.0 METERS
 OH1108'(33 FT) WEST OF THE WEST RAIL, 8.0 METERS (26 FT) SOUTHEAST OF THE
 OH1108'EXTENDED CENTER OF TWENTY FOURTH AVENUE SOUTH, 0.6 METER (2 FT)
 OH1108'SOUTHWEST OF A FENCE AND 4.3 METERS (14 FT) NORTHEAST OF POWER POLE
 OH1108'2/6175 WITH A STREET LAMP ATTACHED.
 OH1108'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 OH1108'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1084 ***********************************************************************
 OH1084  DESIGNATION -  J 417
 OH1084  PID         -  OH1084
 OH1084  STATE/COUNTY-  ID/PAYETTE
 OH1084  USGS QUAD   -  NYSSA (1965)
 OH1084
 OH1084                         *CURRENT SURVEY CONTROL
 OH1084  ___________________________________________________________________
 OH1084* NAD 83(1986)-  43 53 31.     (N)    116 57 16.     (W)     SCALED    
 OH1084* NAVD 88     -       699.656  (meters)    2295.45   (feet)  ADJUSTED  
 OH1084  ___________________________________________________________________
 OH1084  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 OH1084  DYNAMIC HT  -         699.438 (meters)    2294.74  (feet)  COMP
 OH1084  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 OH1084
 OH1084  VERT ORDER  -  FIRST     CLASS II
 OH1084
 OH1084.The horizontal coordinates were scaled from a topographic map and have
 OH1084.an estimated accuracy of +/- 6 seconds.
 OH1084
 OH1084.The orthometric height was determined by differential leveling
 OH1084.and adjusted by the National Geodetic Survey in June 1991..
 OH1084
 OH1084.The geoid height was determined by GEOID03.
 OH1084
 OH1084.The dynamic height is computed by dividing the NAVD 88
 OH1084.geopotential number by the normal gravity value computed on the
 OH1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1084.degrees latitude (g = 980.6199 gals.).
 OH1084
 OH1084.The modeled gravity was interpolated from observed gravity values.
 OH1084
 OH1084;                    North         East    Units  Estimated Accuracy
 OH1084;SPC ID W     -   247,890.      703,230.      MT  (+/- 180 meters Scaled)
 OH1084
 OH1084                          SUPERSEDED SURVEY CONTROL
 OH1084
 OH1084.No superseded survey control is available for this station.
 OH1084
 OH1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ036598(NAD 83)
 OH1084_MARKER: I = METAL ROD
 OH1084_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1084_SP_SET: STAINLESS STEEL ROD
 OH1084_STAMPING: J 417 1983
 OH1084_MARK LOGO: NGS   
 OH1084_PROJECTION: FLUSH
 OH1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1084_ROD/PIPE-DEPTH: 7.0  meters
 OH1084
 OH1084  HISTORY     - Date     Condition        Report By
 OH1084  HISTORY     - 1983     MONUMENTED       NGS
 OH1084
 OH1084                          STATION DESCRIPTION
 OH1084
 OH1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1084'13.8 KM (8.6 MI) SOUTH FROM FRUITLAND.
 OH1084'13.8 KM (8.6 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 OH1084'FRUITLAND, 0.2 KM (0.1 MI) SOUTH OF THE SOUTH EDGE OF A RAVINE AND A
 OH1084'HOUSE AND AT THE SOUTH EDGE OF A FENCED PASTURE FOR THE SAME HOUSE,
 OH1084'10.0 METERS (33 FT) WEST OF THE HIGHWAY CENTERLINE, 3.6 METERS (12 FT)
 OH1084'SOUTHEAST OF A POWER POLE AND 0.9 METER (3 FT) WEST OF A FENCE CORNER.
 OH1084'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 OH1084'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0894 ***********************************************************************
 NV0894  DESIGNATION -  J 418
 NV0894  PID         -  NV0894
 NV0894  STATE/COUNTY-  ID/ELMORE
 NV0894  USGS QUAD   -  BRUNEAU (1992)
 NV0894
 NV0894                         *CURRENT SURVEY CONTROL
 NV0894  ___________________________________________________________________
 NV0894* NAD 83(1986)-  42 56 21.     (N)    115 45 05.     (W)     SCALED    
 NV0894* NAVD 88     -       754.308  (meters)    2474.76   (feet)  ADJUSTED  
 NV0894  ___________________________________________________________________
 NV0894  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 NV0894  DYNAMIC HT  -         753.998 (meters)    2473.74  (feet)  COMP
 NV0894  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 NV0894
 NV0894  VERT ORDER  -  FIRST     CLASS II
 NV0894
 NV0894.The horizontal coordinates were scaled from a topographic map and have
 NV0894.an estimated accuracy of +/- 6 seconds.
 NV0894
 NV0894.The orthometric height was determined by differential leveling
 NV0894.and adjusted by the National Geodetic Survey in June 1991..
 NV0894
 NV0894.The geoid height was determined by GEOID03.
 NV0894
 NV0894.The dynamic height is computed by dividing the NAVD 88
 NV0894.geopotential number by the normal gravity value computed on the
 NV0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0894.degrees latitude (g = 980.6199 gals.).
 NV0894
 NV0894.The modeled gravity was interpolated from observed gravity values.
 NV0894
 NV0894;                    North         East    Units  Estimated Accuracy
 NV0894;SPC ID W     -   141,340.      799,890.      MT  (+/- 180 meters Scaled)
 NV0894
 NV0894                          SUPERSEDED SURVEY CONTROL
 NV0894
 NV0894.No superseded survey control is available for this station.
 NV0894
 NV0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH018548(NAD 83)
 NV0894_MARKER: DV = VERTICAL CONTROL DISK
 NV0894_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NV0894_SP_SET: HEADWALL
 NV0894_STAMPING: J 418 1983
 NV0894_MARK LOGO: NGS   
 NV0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0894+STABILITY: SURFACE MOTION
 NV0894
 NV0894  HISTORY     - Date     Condition        Report By
 NV0894  HISTORY     - 1983     MONUMENTED       NGS
 NV0894  HISTORY     - 19840601 GOOD             NGS
 NV0894
 NV0894                          STATION DESCRIPTION
 NV0894
 NV0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0894'LOCATION--24.6 KM (15.3 MI) SOUTH OF MOUNTAIN HOME. 24.6 KM (15.3 MI)
 NV0894'SOUTH ALONG STATE HIGHWAY 51 FROM THE RAILROAD UNDERPASS AT MOUNTAIN
 NV0894'HOME, IN TOP OF THE NORTH END OF THE WEST CURB FOR THE BRIDGE OVER THE
 NV0894'SNAKE RIVER, 4.6 M (15 FT) WEST OF THE HIGHWAY CENTERLINE AND 0.9 M (3
 NV0894'FT) SOUTH OF THE END OF THE WEST CURB.  ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0922 ***********************************************************************
 NV0922  DESIGNATION -  J 419
 NV0922  PID         -  NV0922
 NV0922  STATE/COUNTY-  ID/OWYHEE
 NV0922  USGS QUAD   -  HOLE IN ROCK (1980)
 NV0922
 NV0922                         *CURRENT SURVEY CONTROL
 NV0922  ___________________________________________________________________
 NV0922* NAD 83(1986)-  42 38 44.     (N)    115 54 05.     (W)     SCALED    
 NV0922* NAVD 88     -      1273.393  (meters)    4177.79   (feet)  ADJUSTED  
 NV0922  ___________________________________________________________________
 NV0922  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 NV0922  DYNAMIC HT  -        1272.688 (meters)    4175.48  (feet)  COMP
 NV0922  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 NV0922
 NV0922  VERT ORDER  -  FIRST     CLASS II
 NV0922
 NV0922.The horizontal coordinates were scaled from a topographic map and have
 NV0922.an estimated accuracy of +/- 6 seconds.
 NV0922
 NV0922.The orthometric height was determined by differential leveling
 NV0922.and adjusted by the National Geodetic Survey in June 1991..
 NV0922
 NV0922.The geoid height was determined by GEOID03.
 NV0922
 NV0922.The dynamic height is computed by dividing the NAVD 88
 NV0922.geopotential number by the normal gravity value computed on the
 NV0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0922.degrees latitude (g = 980.6199 gals.).
 NV0922
 NV0922.The modeled gravity was interpolated from observed gravity values.
 NV0922
 NV0922;                    North         East    Units  Estimated Accuracy
 NV0922;SPC ID W     -   108,740.      787,590.      MT  (+/- 180 meters Scaled)
 NV0922
 NV0922                          SUPERSEDED SURVEY CONTROL
 NV0922
 NV0922.No superseded survey control is available for this station.
 NV0922
 NV0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH900220(NAD 83)
 NV0922_MARKER: DV = VERTICAL CONTROL DISK
 NV0922_SETTING: 66 = SET IN ROCK OUTCROP
 NV0922_SP_SET: ROCK OUTCROP
 NV0922_STAMPING: J 419 1983
 NV0922_MARK LOGO: NGS   
 NV0922_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0922+STABILITY: POSITION/ELEVATION WELL
 NV0922
 NV0922  HISTORY     - Date     Condition        Report By
 NV0922  HISTORY     - 1983     MONUMENTED       NGS
 NV0922  HISTORY     - 19840601 GOOD             NGS
 NV0922
 NV0922                          STATION DESCRIPTION
 NV0922
 NV0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0922'LOCATION--30.9 KM (19.2 MI) SOUTH OF BRUNEAU. 30.9 KM (19.2 MI) SOUTH
 NV0922'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0922'BRUNEAU, AT THE BASE OF A LOW RIDGE, IN TOP OF A 3- BY 3-FOOT PORTION
 NV0922'OF OUTCROP PROJECTING 1 FT ABOVE THE SURFACE OF THE GROUND, ON THE
 NV0922'NORTH EDGE OF A QUARRY, ON THE INSIDE OF A CURVE, 9.8 M (32.5 FT) WEST
 NV0922'OF THE HIGHWAY CENTERLINE, 54.8 M (180 FT) SOUTH OF MILEPOST 52 AND
 NV0922'36.9 M (121 FT) SOUTH OF THE SOUTH END OF A GUARDRAIL.  2.0 M ABOVE
 NV0922'THE HIGHWAY.  0.3 M EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0506 ***********************************************************************
 PY0506  DESIGNATION -  J 42
 PY0506  PID         -  PY0506
 PY0506  STATE/COUNTY-  ID/FREMONT
 PY0506  USGS QUAD   -  ASHTON (1965)
 PY0506
 PY0506                         *CURRENT SURVEY CONTROL
 PY0506  ___________________________________________________________________
 PY0506* NAD 83(1986)-  44 03 24.     (N)    111 23 01.     (W)     SCALED    
 PY0506* NAVD 88     -      1636.588  (meters)    5369.37   (feet)  POSTED    
 PY0506  ___________________________________________________________________
 PY0506  GEOID HEIGHT-         -10.32  (meters)                     GEOID03
 PY0506  DYNAMIC HT  -        1635.720 (meters)    5366.52  (feet)  COMP
 PY0506  MODELED GRAV-     980,030.4   (mgal)                       NAVD 88
 PY0506
 PY0506  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0506
 PY0506.The horizontal coordinates were scaled from a topographic map and have
 PY0506.an estimated accuracy of +/- 6 seconds.
 PY0506
 PY0506.The orthometric height was determined by differential leveling
 PY0506.and adjusted by the National Geodetic Survey in 1992..
 PY0506.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0506.rate of 1.1 thru 2.0 mm/km.
 PY0506
 PY0506.The geoid height was determined by GEOID03.
 PY0506
 PY0506.The dynamic height is computed by dividing the NAVD 88
 PY0506.geopotential number by the normal gravity value computed on the
 PY0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0506.degrees latitude (g = 980.6199 gals.).
 PY0506
 PY0506.The modeled gravity was interpolated from observed gravity values.
 PY0506
 PY0506;                    North         East    Units  Estimated Accuracy
 PY0506;SPC ID E     -   265,790.      262,740.      MT  (+/- 180 meters Scaled)
 PY0506
 PY0506                          SUPERSEDED SURVEY CONTROL
 PY0506
 PY0506  NGVD 29 (??/??/92) 1635.496  (m)         5365.79   (f) ADJ UNCH    2 0
 PY0506
 PY0506.Superseded values are not recommended for survey control.
 PY0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0506.See file dsdata.txt to determine how the superseded data were derived.
 PY0506
 PY0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP692782(NAD 83)
 PY0506_MARKER: DB = BENCH MARK DISK
 PY0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0506_STAMPING: J 42 1934
 PY0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0506+STABILITY: SURFACE MOTION
 PY0506
 PY0506  HISTORY     - Date     Condition        Report By
 PY0506  HISTORY     - 1934     MONUMENTED       CGS
 PY0506
 PY0506                          STATION DESCRIPTION
 PY0506
 PY0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PY0506'2.1 MI SE FROM MARYSVILLE.
 PY0506'ABOUT 2.1 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 PY0506'THE STATION AT MARYSVILLE, FREMONT COUNTY, ABOUT 0.2 MILE WEST OF
 PY0506'MILEPOST 4, ABOUT 225 FEET WEST OF THE WEST END OF TRESTLE 3.82, ABOUT
 PY0506'215 FEET EAST OF THE CROSSING OF A DIRT ROAD, ABOUT 120 FEET EAST OF
 PY0506'INVERTED SIPHON 3175 UNDER THE TRACK, AND 45 FEET NORTH OF THE CENTER
 PY0506'LINE OF THE TRACK.  A STANDARD DISK, STAMPED J 42 1934 AND SET IN THE
 PY0506'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0275 ***********************************************************************
 NW0275  DESIGNATION -  J 420
 NW0275  PID         -  NW0275
 NW0275  STATE/COUNTY-  ID/OWYHEE
 NW0275  USGS QUAD   -  LITTLE BLUE TABLE (1972)
 NW0275
 NW0275                         *CURRENT SURVEY CONTROL
 NW0275  ___________________________________________________________________
 NW0275* NAD 83(1986)-  42 15 58.     (N)    116 00 18.     (W)     SCALED    
 NW0275* NAVD 88     -      1779.032  (meters)    5836.71   (feet)  ADJUSTED  
 NW0275  ___________________________________________________________________
 NW0275  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 NW0275  DYNAMIC HT  -        1777.789 (meters)    5832.63  (feet)  COMP
 NW0275  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 NW0275
 NW0275  VERT ORDER  -  FIRST     CLASS II
 NW0275
 NW0275.The horizontal coordinates were scaled from a topographic map and have
 NW0275.an estimated accuracy of +/- 6 seconds.
 NW0275
 NW0275.The orthometric height was determined by differential leveling
 NW0275.and adjusted by the National Geodetic Survey in June 1991..
 NW0275
 NW0275.The geoid height was determined by GEOID03.
 NW0275
 NW0275.The dynamic height is computed by dividing the NAVD 88
 NW0275.geopotential number by the normal gravity value computed on the
 NW0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0275.degrees latitude (g = 980.6199 gals.).
 NW0275
 NW0275.The modeled gravity was interpolated from observed gravity values.
 NW0275
 NW0275;                    North         East    Units  Estimated Accuracy
 NW0275;SPC ID W     -    66,610.      778,960.      MT  (+/- 180 meters Scaled)
 NW0275
 NW0275                          SUPERSEDED SURVEY CONTROL
 NW0275
 NW0275.No superseded survey control is available for this station.
 NW0275
 NW0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG820798(NAD 83)
 NW0275_MARKER: DV = VERTICAL CONTROL DISK
 NW0275_SETTING: 66 = SET IN ROCK OUTCROP
 NW0275_SP_SET: ROCK OUTCROP
 NW0275_STAMPING: I 420 1983
 NW0275_MARK LOGO: NGS   
 NW0275_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0275
 NW0275  HISTORY     - Date     Condition        Report By
 NW0275  HISTORY     - 1983     MONUMENTED       NGS
 NW0275  HISTORY     - 19840601 GOOD             NGS
 NW0275
 NW0275                          STATION DESCRIPTION
 NW0275
 NW0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NW0275'LOCATION--12.9 KM (8.0 MI) NORTH OF RIDDLE. 12.9 KM (8.0 MI) NORTH
 NW0275'ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE, IN TOP OF A 3- BY
 NW0275'3-FOOT PORTION OF OUTCROP FLUSH WITH THE SURFACE OF THE GROUND, 0.2 KM
 NW0275'(0.1 MI) NORTH OF A CATTLE GUARD, 0.8 KM (0.5 MI) NORTH OF MILEPOST
 NW0275'21, 12.0 M (41.5 FT) WEST OF THE HIGHWAY CENTERLINE AND 14.0 M (47 FT)
 NW0275'EAST OF THE RIGHT OF WAY FENCE.  1.0 M BELOW THE HIGHWAY.  0.3 M SOUTH
 NW0275'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0859 ***********************************************************************
 NV0859  DESIGNATION -  J 422
 NV0859  PID         -  NV0859
 NV0859  STATE/COUNTY-  ID/JEROME
 NV0859  USGS QUAD   -  TWIN FALLS (1992)
 NV0859
 NV0859                         *CURRENT SURVEY CONTROL
 NV0859  ___________________________________________________________________
 NV0859* NAD 83(1986)-  42 36 33.     (N)    114 27 09.     (W)     SCALED    
 NV0859* NAVD 88     -      1110.948  (meters)    3644.84   (feet)  ADJUSTED  
 NV0859  ___________________________________________________________________
 NV0859  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 NV0859  DYNAMIC HT  -        1110.367 (meters)    3642.93  (feet)  COMP
 NV0859  MODELED GRAV-     980,060.2   (mgal)                       NAVD 88
 NV0859
 NV0859  VERT ORDER  -  FIRST     CLASS II
 NV0859
 NV0859.The horizontal coordinates were scaled from a topographic map and have
 NV0859.an estimated accuracy of +/- 6 seconds.
 NV0859
 NV0859.The orthometric height was determined by differential leveling
 NV0859.and adjusted by the National Geodetic Survey in June 1991..
 NV0859
 NV0859.The geoid height was determined by GEOID03.
 NV0859
 NV0859.The dynamic height is computed by dividing the NAVD 88
 NV0859.geopotential number by the normal gravity value computed on the
 NV0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0859.degrees latitude (g = 980.6199 gals.).
 NV0859
 NV0859.The modeled gravity was interpolated from observed gravity values.
 NV0859
 NV0859;                    North         East    Units  Estimated Accuracy
 NV0859;SPC ID C     -   104,780.      462,870.      MT  (+/- 180 meters Scaled)
 NV0859
 NV0859                          SUPERSEDED SURVEY CONTROL
 NV0859
 NV0859.No superseded survey control is available for this station.
 NV0859
 NV0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH089205(NAD 83)
 NV0859_MARKER: DB = BENCH MARK DISK
 NV0859_SETTING: 66 = SET IN ROCK OUTCROP
 NV0859_SP_SET: ROCK OUTCROP
 NV0859_STAMPING: J 422 1983
 NV0859_MARK LOGO: NGS   
 NV0859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0859+STABILITY: POSITION/ELEVATION WELL
 NV0859
 NV0859  HISTORY     - Date     Condition        Report By
 NV0859  HISTORY     - 1983     MONUMENTED       NGS
 NV0859
 NV0859                          STATION DESCRIPTION
 NV0859
 NV0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0859'5.4 KM (3.3 MI) NORTH FROM TWIN FALLS.
 NV0859'5.4 KM (3.35 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0859'STATE HIGHWAY 74 AT TWIN FALLS, IN TOP OF THE SOUTH END OF A 6 BY 9
 NV0859'FOOT VOLCANIC OUTCROP FLUSH WITH THE SURFACE OF THE GROUND, ON TOP OF
 NV0859'A SHORT RIDGE ON THE NORTHWEST CORNER OF THE Y JUNCTION OF A PAVED
 NV0859'ROAD LEADING NORTHWEST, 0.72 KM (0.45 MI) NORTH OF THE NORTH END OF
 NV0859'THE HIGHWAY BRIDGE OVER THE SNAKE RIVER, 0.35 KM (0.2 MI) SOUTH OF
 NV0859'MILEPOST 51, 38.4 METERS (126 FT) WEST OF THE CENTERLINE OF THE SOUTH
 NV0859'BOUND LANES, 57.0 METERS (187 FT) NORTH OF THE CENTERLINE OF THE ROAD,
 NV0859'7.4 METERS (24.5 FT) EAST OF A POWER POLE AND 0.6 METER (2 FT) EAST OF
 NV0859'THE WEST EDGE OF THE OUTCROP.
 NV0859'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 NV0859'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0885 ***********************************************************************
 NV0885  DESIGNATION -  J 423
 NV0885  PID         -  NV0885
 NV0885  STATE/COUNTY-  ID/TWIN FALLS
 NV0885  USGS QUAD   -  MURTAUGH (1992)
 NV0885
 NV0885                         *CURRENT SURVEY CONTROL
 NV0885  ___________________________________________________________________
 NV0885* NAD 83(1986)-  42 29 40.     (N)    114 09 07.     (W)     SCALED    
 NV0885* NAVD 88     -      1233.643  (meters)    4047.38   (feet)  ADJUSTED  
 NV0885  ___________________________________________________________________
 NV0885  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 NV0885  DYNAMIC HT  -        1232.937 (meters)    4045.06  (feet)  COMP
 NV0885  MODELED GRAV-     980,006.8   (mgal)                       NAVD 88
 NV0885
 NV0885  VERT ORDER  -  FIRST     CLASS II
 NV0885
 NV0885.The horizontal coordinates were scaled from a topographic map and have
 NV0885.an estimated accuracy of +/- 6 seconds.
 NV0885
 NV0885.The orthometric height was determined by differential leveling
 NV0885.and adjusted by the National Geodetic Survey in June 1991..
 NV0885
 NV0885.The geoid height was determined by GEOID03.
 NV0885
 NV0885.The dynamic height is computed by dividing the NAVD 88
 NV0885.geopotential number by the normal gravity value computed on the
 NV0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0885.degrees latitude (g = 980.6199 gals.).
 NV0885
 NV0885.The modeled gravity was interpolated from observed gravity values.
 NV0885
 NV0885;                    North         East    Units  Estimated Accuracy
 NV0885;SPC ID C     -    91,950.      487,510.      MT  (+/- 180 meters Scaled)
 NV0885
 NV0885                          SUPERSEDED SURVEY CONTROL
 NV0885
 NV0885.No superseded survey control is available for this station.
 NV0885
 NV0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH340086(NAD 83)
 NV0885_MARKER: DB = BENCH MARK DISK
 NV0885_SETTING: 66 = SET IN ROCK OUTCROP
 NV0885_SP_SET: ROCK OUTCROP
 NV0885_STAMPING: J 423 1983
 NV0885_MARK LOGO: NGS   
 NV0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0885+STABILITY: POSITION/ELEVATION WELL
 NV0885
 NV0885  HISTORY     - Date     Condition        Report By
 NV0885  HISTORY     - 1983     MONUMENTED       NGS
 NV0885
 NV0885                          STATION DESCRIPTION
 NV0885
 NV0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0885'1.6 KM (1.0 MI) EAST FROM MURTAUGH.
 NV0885'1.6 KM (1.0 MI) EAST ALONG 3425 NORTH ROAD FROM THE ELEMENTARY SCHOOL
 NV0885'IN MURTAUGH, IN TOP OF THE NORTH END OF A 3 BY 5 FOOT FLAT TOP
 NV0885'VOLCANIC ROCK SHELF IN THE SOUTH END OF A MASSIVE BEDROCK CUT FOR A
 NV0885'PAVED ROAD LEADING NORTH, 43.6 METERS (143 FT) NORTH OF THE CENTER OF
 NV0885'3425 NORTH ROAD, 12.2 METERS (40 FT) NORTH OF THE SOUTH END OF THE CUT
 NV0885'AND 3.9 METERS (13 FT) WEST OF THE CENTER OF THE ROAD.
 NV0885'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 NV0885'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1475 ***********************************************************************
 NU1475  DESIGNATION -  J 424
 NU1475  PID         -  NU1475
 NU1475  STATE/COUNTY-  ID/CASSIA
 NU1475  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU1475
 NU1475                         *CURRENT SURVEY CONTROL
 NU1475  ___________________________________________________________________
 NU1475* NAD 83(1986)-  42 35 39.     (N)    113 16 03.     (W)     SCALED    
 NU1475* NAVD 88     -      1298.002  (meters)    4258.53   (feet)  ADJUSTED  
 NU1475  ___________________________________________________________________
 NU1475  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NU1475  DYNAMIC HT  -        1297.250 (meters)    4256.06  (feet)  COMP
 NU1475  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 NU1475
 NU1475  VERT ORDER  -  FIRST     CLASS II
 NU1475
 NU1475.The horizontal coordinates were scaled from a topographic map and have
 NU1475.an estimated accuracy of +/- 6 seconds.
 NU1475
 NU1475.The orthometric height was determined by differential leveling
 NU1475.and adjusted by the National Geodetic Survey in June 1991..
 NU1475
 NU1475.The geoid height was determined by GEOID03.
 NU1475
 NU1475.The dynamic height is computed by dividing the NAVD 88
 NU1475.geopotential number by the normal gravity value computed on the
 NU1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1475.degrees latitude (g = 980.6199 gals.).
 NU1475
 NU1475.The modeled gravity was interpolated from observed gravity values.
 NU1475
 NU1475;                    North         East    Units  Estimated Accuracy
 NU1475;SPC ID C     -   103,280.      560,120.      MT  (+/- 180 meters Scaled)
 NU1475
 NU1475                          SUPERSEDED SURVEY CONTROL
 NU1475
 NU1475.No superseded survey control is available for this station.
 NU1475
 NU1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN139182(NAD 83)
 NU1475_MARKER: DB = BENCH MARK DISK
 NU1475_SETTING: 66 = SET IN ROCK OUTCROP
 NU1475_SP_SET: ROCK OUTCROP
 NU1475_STAMPING: J 424 1983
 NU1475_MARK LOGO: NGS   
 NU1475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1475+STABILITY: POSITION/ELEVATION WELL
 NU1475
 NU1475  HISTORY     - Date     Condition        Report By
 NU1475  HISTORY     - 1983     MONUMENTED       NGS
 NU1475
 NU1475                          STATION DESCRIPTION
 NU1475
 NU1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1475'38.8 KM (24.2 MI) EAST FROM HEYBURN.
 NU1475'17.7 KM (11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE
 NU1475'OVERPASS BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN,
 NU1475'THENCE 21.1 KM (13.2 MI) EAST ALONG INTERSTATE 86, IN TOP OF AND 2.4
 NU1475'METERS (8 FT) EAST OF THE WEST EDGE OF A 20 BY 100 FOOT VOLCANIC
 NU1475'OUTCROP FLUSH WITH THE SURFACE OF THE GROUND, 2.45 KM (1.55 MI) WEST
 NU1475'OF THE CROSSING OF THE RAFT RIVER, 0.3 KM (0.2 MI) WEST OF MILEPOST
 NU1475'13, 18.9 METERS (62 FT) SOUTH OF THE EAST BOUND HIGHWAY CENTERLINE,
 NU1475'68.0 METERS (223 FT) EAST OF THE EAST END OF THE SOUTH HEADWALL FOR A
 NU1475'ONE LANE OVERPASS BRIDGE, 11.0 METERS (36 FT) NORTH OF THE RIGHT OF
 NU1475'WAY FENCE AND 3.3 METERS (11 FT) SOUTH OF THE NORTH END OF THE
 NU1475'OUTCROP.
 NU1475'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NU1475'THE MARK IS 2.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0604 ***********************************************************************
 PZ0604  DESIGNATION -  J 425
 PZ0604  PID         -  PZ0604
 PZ0604  STATE/COUNTY-  ID/CUSTER
 PZ0604  USGS QUAD   -  CHILLY BUTTES (1967)
 PZ0604
 PZ0604                         *CURRENT SURVEY CONTROL
 PZ0604  ___________________________________________________________________
 PZ0604* NAD 83(1986)-  44 02 31.     (N)    113 54 40.     (W)     SCALED    
 PZ0604* NAVD 88     -      1953.472  (meters)    6409.02   (feet)  ADJUSTED  
 PZ0604  ___________________________________________________________________
 PZ0604  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 PZ0604  DYNAMIC HT  -        1952.239 (meters)    6404.97  (feet)  COMP
 PZ0604  MODELED GRAV-     979,918.1   (mgal)                       NAVD 88
 PZ0604
 PZ0604  VERT ORDER  -  FIRST     CLASS II
 PZ0604
 PZ0604.The horizontal coordinates were scaled from a topographic map and have
 PZ0604.an estimated accuracy of +/- 6 seconds.
 PZ0604
 PZ0604.The orthometric height was determined by differential leveling
 PZ0604.and adjusted by the National Geodetic Survey in June 1991..
 PZ0604.WARNING-Repeat measurements at this control monument indicate possible
 PZ0604.vertical movement.
 PZ0604
 PZ0604.The geoid height was determined by GEOID03.
 PZ0604
 PZ0604.The dynamic height is computed by dividing the NAVD 88
 PZ0604.geopotential number by the normal gravity value computed on the
 PZ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0604.degrees latitude (g = 980.6199 gals.).
 PZ0604
 PZ0604.The modeled gravity was interpolated from observed gravity values.
 PZ0604
 PZ0604;                    North         East    Units  Estimated Accuracy
 PZ0604;SPC ID C     -   263,860.      507,120.      MT  (+/- 180 meters Scaled)
 PZ0604
 PZ0604                          SUPERSEDED SURVEY CONTROL
 PZ0604
 PZ0604.No superseded survey control is available for this station.
 PZ0604
 PZ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP667806(NAD 83)
 PZ0604_MARKER: DB = BENCH MARK DISK
 PZ0604_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0604_SP_SET: ROCK OUTCROP
 PZ0604_STAMPING: J 425 1983
 PZ0604_MARK LOGO: NGS   
 PZ0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0604+STABILITY: POSITION/ELEVATION WELL
 PZ0604
 PZ0604  HISTORY     - Date     Condition        Report By
 PZ0604  HISTORY     - 1983     MONUMENTED       NGS
 PZ0604  HISTORY     - 1984     GOOD             NGS
 PZ0604  HISTORY     - 1985     GOOD             NGS
 PZ0604
 PZ0604                          STATION DESCRIPTION
 PZ0604
 PZ0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PZ0604'30.6 KM (19.1 MI) NW FROM MACKAY.
 PZ0604'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0604'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST
 PZ0604'ALONG OLD STATE HIGHWAY 27, THENCE 3.75 KM (2.35 MI) SOUTHWEST
 PZ0604'ALONG BARTLETT POINT ROAD, THENCE 0.15 KM (0.1 MI) SOUTHEAST
 PZ0604'ACROSS COUNTRY TO THE NORTHEAST END OF A MASSIVE ROCK CLIFF,
 PZ0604'IN TOP OF AND 0.4 METER (1.3 FT) WEST OF THE EAST END OF A
 PZ0604'15 BY 17 FOOT PORTION OF VOLCANIC OUTCROP PROJECTING 6.5 FEET
 PZ0604'ABOVE THE SURFACE OF THE GROUND, 23.1 METERS (76 FT) SOUTH OF
 PZ0604'THE SOUTH EDGE OF A DRY WASH, 1.6 METERS (5.5 FT) BELOW THE
 PZ0604'HIGHEST POINT OF THE OUTCROP AND 0.5 METER (1.5 FT) SOUTH OF THE
 PZ0604'NORTH EDGE OF THE OUTCROP.
 PZ0604'THE MARK IS 1.2 METERS  E FROM A WITNESS POST.
 PZ0604'THE MARK IS 0.3 M ABOVE THE GROUND.
 PZ0604
 PZ0604                          STATION RECOVERY (1984)
 PZ0604
 PZ0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0604'RECOVERED IN GOOD CONDITION.
 PZ0604
 PZ0604                          STATION RECOVERY (1985)
 PZ0604
 PZ0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0613 ***********************************************************************
 PZ0613  DESIGNATION -  J 426
 PZ0613  PID         -  PZ0613
 PZ0613  STATE/COUNTY-  ID/CUSTER
 PZ0613  USGS QUAD   -  BORAH PEAK (1967)
 PZ0613
 PZ0613                         *CURRENT SURVEY CONTROL
 PZ0613  ___________________________________________________________________
 PZ0613* NAD 83(1986)-  44 13 13.     (N)    113 50 42.     (W)     SCALED    
 PZ0613* NAVD 88     -      2500.450  (meters)    8203.56   (feet)  ADJUSTED  
 PZ0613  ___________________________________________________________________
 PZ0613  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 PZ0613  DYNAMIC HT  -        2498.734 (meters)    8197.93  (feet)  COMP
 PZ0613  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 PZ0613
 PZ0613  VERT ORDER  -  FIRST     CLASS II
 PZ0613
 PZ0613.The horizontal coordinates were scaled from a topographic map and have
 PZ0613.an estimated accuracy of +/- 6 seconds.
 PZ0613
 PZ0613.The orthometric height was determined by differential leveling
 PZ0613.and adjusted by the National Geodetic Survey in June 1991..
 PZ0613
 PZ0613.The geoid height was determined by GEOID03.
 PZ0613
 PZ0613.The dynamic height is computed by dividing the NAVD 88
 PZ0613.geopotential number by the normal gravity value computed on the
 PZ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0613.degrees latitude (g = 980.6199 gals.).
 PZ0613
 PZ0613.The modeled gravity was interpolated from observed gravity values.
 PZ0613
 PZ0613;                    North         East    Units  Estimated Accuracy
 PZ0613;SPC ID C     -   283,680.      512,390.      MT  (+/- 180 meters Scaled)
 PZ0613
 PZ0613                          SUPERSEDED SURVEY CONTROL
 PZ0613
 PZ0613.No superseded survey control is available for this station.
 PZ0613
 PZ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ727002(NAD 83)
 PZ0613_MARKER: I = METAL ROD
 PZ0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0613_SP_SET: STAINLESS STEEL ROD
 PZ0613_STAMPING: J 426 1984
 PZ0613_MARK LOGO: NGS   
 PZ0613_PROJECTION: FLUSH
 PZ0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0613_ROD/PIPE-DEPTH: 1.5  meters
 PZ0613
 PZ0613  HISTORY     - Date     Condition        Report By
 PZ0613  HISTORY     - 1984     MONUMENTED       NGS
 PZ0613  HISTORY     - 1985     GOOD             NGS
 PZ0613
 PZ0613                          STATION DESCRIPTION
 PZ0613
 PZ0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PZ0613'47.2 KM (29.4 MI) NORTH FROM MACKAY.
 PZ0613'35.65 KM (22.2 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF
 PZ0613'MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHEAST ALONG
 PZ0613'DOUBLESPRING ROAD, ON THE INSIDE OF A SMALL HORSESHOE CURVE, 0.5 KM
 PZ0613'(0.3 MI) SOUTHWEST OF THE DOUBLESPRING PASS SUMMIT, 20.1 METERS
 PZ0613'(66 FT) SOUTHEAST OF THE CENTER OF THE ROAD AT THE CENTER OF THE CURVE
 PZ0613'AND 21.0 METERS (69 FT) SOUTHWEST OF THE CENTER OF A ROAD LEADING
 PZ0613'SOUTHEAST UP HILL.
 PZ0613'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 PZ0613'THE MARK IS 1.0 M BELOW THE ROAD.
 PZ0613
 PZ0613                          STATION RECOVERY (1985)
 PZ0613
 PZ0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1640 ***********************************************************************
 SV1640  DESIGNATION -  J 428
 SV1640  PID         -  SV1640
 SV1640  STATE/COUNTY-  ID/BENEWAH
 SV1640  USGS QUAD   -  PLUMMER (1981)
 SV1640
 SV1640                         *CURRENT SURVEY CONTROL
 SV1640  ___________________________________________________________________
 SV1640* NAD 83(1986)-  47 15 56.     (N)    116 55 34.     (W)     SCALED    
 SV1640* NAVD 88     -       836.997  (meters)    2746.05   (feet)  ADJUSTED  
 SV1640  ___________________________________________________________________
 SV1640  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 SV1640  DYNAMIC HT  -         836.976 (meters)    2745.98  (feet)  COMP
 SV1640  MODELED GRAV-     980,559.7   (mgal)                       NAVD 88
 SV1640
 SV1640  VERT ORDER  -  FIRST     CLASS II
 SV1640
 SV1640.The horizontal coordinates were scaled from a topographic map and have
 SV1640.an estimated accuracy of +/- 6 seconds.
 SV1640
 SV1640.The orthometric height was determined by differential leveling
 SV1640.and adjusted by the National Geodetic Survey in June 1991..
 SV1640
 SV1640.The geoid height was determined by GEOID03.
 SV1640
 SV1640.The dynamic height is computed by dividing the NAVD 88
 SV1640.geopotential number by the normal gravity value computed on the
 SV1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1640.degrees latitude (g = 980.6199 gals.).
 SV1640
 SV1640.The modeled gravity was interpolated from observed gravity values.
 SV1640
 SV1640;                    North         East    Units  Estimated Accuracy
 SV1640;SPC ID W     -   622,790.      711,000.      MT  (+/- 180 meters Scaled)
 SV1640
 SV1640                          SUPERSEDED SURVEY CONTROL
 SV1640
 SV1640.No superseded survey control is available for this station.
 SV1640
 SV1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN055346(NAD 83)
 SV1640_MARKER: I = METAL ROD
 SV1640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1640_SP_SET: STAINLESS STEEL ROD
 SV1640_STAMPING: J 428 1989
 SV1640_MARK LOGO: NGS   
 SV1640_PROJECTION: FLUSH
 SV1640_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1640+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1640_ROD/PIPE-DEPTH: 6.1  meters
 SV1640
 SV1640  HISTORY     - Date     Condition        Report By
 SV1640  HISTORY     - 1989     MONUMENTED       NGS
 SV1640
 SV1640                          STATION DESCRIPTION
 SV1640
 SV1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1640'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1640'HIGHWAY 95, 4.3 KM (2.65 MI) NORTH FROM THE JUNCTION OF STATE HIGHWAY
 SV1640'60 AND 0.28 KM (0.15 MI) NORTH OF MILEPOST 390.  REACHED FROM THE
 SV1640'JUNCTION OF STATE HIGHWAY 5 AND U.S. HIGHWAY 95 IN PLUMMER, GO SOUTH
 SV1640'ON U.S. HIGHWAY 95 FOR 8.71 KM (5.40 MI) TO THE MARK ON THE RIGHT.
 SV1640'IT IS 17.7 M (58.1 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 21.2
 SV1640'M (69.6 FT) NORTHEAST FROM A CONTROL ACCESS SIGN, 18.9 M (62.0 FT)
 SV1640'EAST OF FROM THE RIGHT-OF-WAY FENCE AND 0.6 M (2.0 FT) SOUTH FROM A
 SV1640'WITNESS POST.  MARK IS 0.5 M (1.6 FT) BELOW THE HIGHWAY.  MARK IS A
 SV1640'STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE IN THE TOP.
 SV1640'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1670 ***********************************************************************
 SV1670  DESIGNATION -  J 429
 SV1670  PID         -  SV1670
 SV1670  STATE/COUNTY-  ID/KOOTENAI
 SV1670  USGS QUAD   -  WORLEY (1981)
 SV1670
 SV1670                         *CURRENT SURVEY CONTROL
 SV1670  ___________________________________________________________________
 SV1670* NAD 83(1986)-  47 25 30.     (N)    116 59 38.     (W)     SCALED    
 SV1670* NAVD 88     -       775.868  (meters)    2545.49   (feet)  ADJUSTED  
 SV1670  ___________________________________________________________________
 SV1670  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 SV1670  DYNAMIC HT  -         775.872 (meters)    2545.51  (feet)  COMP
 SV1670  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 SV1670
 SV1670  VERT ORDER  -  FIRST     CLASS II
 SV1670
 SV1670.The horizontal coordinates were scaled from a topographic map and have
 SV1670.an estimated accuracy of +/- 6 seconds.
 SV1670
 SV1670.The orthometric height was determined by differential leveling
 SV1670.and adjusted by the National Geodetic Survey in June 1991..
 SV1670
 SV1670.The geoid height was determined by GEOID03.
 SV1670
 SV1670.The dynamic height is computed by dividing the NAVD 88
 SV1670.geopotential number by the normal gravity value computed on the
 SV1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1670.degrees latitude (g = 980.6199 gals.).
 SV1670
 SV1670.The modeled gravity was interpolated from observed gravity values.
 SV1670
 SV1670;                    North         East    Units  Estimated Accuracy
 SV1670;SPC ID W     -   640,590.      706,150.      MT  (+/- 180 meters Scaled)
 SV1670
 SV1670                          SUPERSEDED SURVEY CONTROL
 SV1670
 SV1670.No superseded survey control is available for this station.
 SV1670
 SV1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN004523(NAD 83)
 SV1670_MARKER: DV = VERTICAL CONTROL DISK
 SV1670_SETTING: 66 = SET IN ROCK OUTCROP
 SV1670_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SV1670_STAMPING: J 429 1989
 SV1670_MARK LOGO: NGS   
 SV1670_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1670+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1670
 SV1670  HISTORY     - Date     Condition        Report By
 SV1670  HISTORY     - 1989     MONUMENTED       NGS
 SV1670
 SV1670                          STATION DESCRIPTION
 SV1670
 SV1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1670'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG STATE
 SV1670'HIGHWAY 58, 0.60 KM (0.35 MI) WEST OF THE JUNCTION OF U.S. HIGHWAY
 SV1670'95 AND AT THE BASE OF A PINE COVERED HILL.  REACHED FROM THE JUNCTION
 SV1670'OF HOXIE ROAD, EMMA STREET, AND TOLL ROAD IN THE TOWN OF ROCKFORD,
 SV1670'WASHINGTON, GO SOUTHEAST ON HOXIE ROAD WHICH TURNS INTO IDAHO STATE
 SV1670'HIGHWAY 58 AT THE WASHINGTON-IDAHO STATE LINE FOR 11.95 KM (7.45 MI)
 SV1670'TO THE MARK ON THE LEFT.  IT IS 7.9 M (25.9 FT) NORTH FROM THE
 SV1670'CENTERLINE OF THE HIGHWAY, 3.5 M (11.5 FT) NORTHWEST FROM A HIGHWAY
 SV1670'POST WITH A REFLECTOR ATTACHED AND 1.5 M (4.9 FT) SOUTHEAST FROM A
 SV1670'WITNESS POST.  MARK IS PROJECTING 0.8 M (2.6 FT) ABOVE THE GROUND
 SV1670'SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.  MARK IS SET IN A DRILL
 SV1670'HOLE IN A 1 X 1 METER PORTION OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0317 ***********************************************************************
 OX0317  DESIGNATION -  J 43
 OX0317  PID         -  OX0317
 OX0317  STATE/COUNTY-  ID/BONNEVILLE
 OX0317  USGS QUAD   -  SWAN VALLEY (1966)
 OX0317
 OX0317                         *CURRENT SURVEY CONTROL
 OX0317  ___________________________________________________________________
 OX0317* NAD 83(1986)-  43 24 21.     (N)    111 17 37.     (W)     SCALED    
 OX0317* NAVD 88     -      1626.651  (meters)    5336.77   (feet)  ADJUSTED  
 OX0317  ___________________________________________________________________
 OX0317  GEOID HEIGHT-         -10.35  (meters)                     GEOID03
 OX0317  DYNAMIC HT  -        1625.675 (meters)    5333.57  (feet)  COMP
 OX0317  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 OX0317
 OX0317  VERT ORDER  -  SECOND    CLASS 0
 OX0317
 OX0317.The horizontal coordinates were scaled from a topographic map and have
 OX0317.an estimated accuracy of +/- 6 seconds.
 OX0317
 OX0317.The orthometric height was determined by differential leveling
 OX0317.and adjusted by the National Geodetic Survey in June 1991..
 OX0317
 OX0317.The geoid height was determined by GEOID03.
 OX0317
 OX0317.The dynamic height is computed by dividing the NAVD 88
 OX0317.geopotential number by the normal gravity value computed on the
 OX0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0317.degrees latitude (g = 980.6199 gals.).
 OX0317
 OX0317.The modeled gravity was interpolated from observed gravity values.
 OX0317
 OX0317;                    North         East    Units  Estimated Accuracy
 OX0317;SPC ID E     -   193,550.      270,720.      MT  (+/- 180 meters Scaled)
 OX0317
 OX0317                          SUPERSEDED SURVEY CONTROL
 OX0317
 OX0317  NGVD 29 (??/??/92) 1625.478  (m)         5332.92   (f) ADJ UNCH    2 0
 OX0317
 OX0317.Superseded values are not recommended for survey control.
 OX0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0317.See file dsdata.txt to determine how the superseded data were derived.
 OX0317
 OX0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP762059(NAD 83)
 OX0317_MARKER: DB = BENCH MARK DISK
 OX0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0317_SP_SET: BUILDING
 OX0317_STAMPING: J 43 1934
 OX0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0317
 OX0317  HISTORY     - Date     Condition        Report By
 OX0317  HISTORY     - 1934     MONUMENTED       CGS
 OX0317  HISTORY     - 20010801 MARK NOT FOUND   IDTD
 OX0317
 OX0317                          STATION DESCRIPTION
 OX0317
 OX0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0317'IN IRWIN.
 OX0317'AT IRWIN, BONNEVILLE COUNTY, ON U.S. HIGHWAY 26, 218 FEET EAST OF THE
 OX0317'CENTER LINE OF THE HIGHWAY, AT THE PUBLIC SCHOOL, 24 FEET SOUTH OF THE
 OX0317'CENTER OF THE FRONT ENTRANCE, IN THE WEST WALL, 3 FEET NORTH OF THE
 OX0317'SOUTHWEST CORNER OF THE BUILDING, AND 5 FEET ABOVE THE GROUND.  A
 OX0317'STANDARD DISK, STAMPED J 43 1934 AND SET VERTICALLY.
 OX0317
 OX0317                          STATION RECOVERY (2001)
 OX0317
 OX0317'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (RLR)
 OX0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1312 ***********************************************************************
 OY1312  DESIGNATION -  J 430
 OY1312  PID         -  OY1312
 OY1312  STATE/COUNTY-  ID/BUTTE
 OY1312  USGS QUAD   -  RICHARD BUTTE (1969)
 OY1312
 OY1312                         *CURRENT SURVEY CONTROL
 OY1312  ___________________________________________________________________
 OY1312* NAD 83(1986)-  43 57 33.     (N)    112 45 17.     (W)     SCALED    
 OY1312* NAVD 88     -      1562.695  (meters)    5126.94   (feet)  ADJUSTED  
 OY1312  ___________________________________________________________________
 OY1312  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 OY1312  DYNAMIC HT  -        1561.921 (meters)    5124.40  (feet)  COMP
 OY1312  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 OY1312
 OY1312  VERT ORDER  -  FIRST     CLASS II
 OY1312
 OY1312.The horizontal coordinates were scaled from a topographic map and have
 OY1312.an estimated accuracy of +/- 6 seconds.
 OY1312
 OY1312.The orthometric height was determined by differential leveling
 OY1312.and adjusted by the National Geodetic Survey in December 1992..
 OY1312
 OY1312.The geoid height was determined by GEOID03.
 OY1312
 OY1312.The dynamic height is computed by dividing the NAVD 88
 OY1312.geopotential number by the normal gravity value computed on the
 OY1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1312.degrees latitude (g = 980.6199 gals.).
 OY1312
 OY1312.The modeled gravity was interpolated from observed gravity values.
 OY1312
 OY1312;                    North         East    Units  Estimated Accuracy
 OY1312;SPC ID C     -   255,410.      599,940.      MT  (+/- 180 meters Scaled)
 OY1312
 OY1312                          SUPERSEDED SURVEY CONTROL
 OY1312
 OY1312  NGVD 29 (08/20/92) 1561.616  (m)         5123.40   (f) ADJUSTED    1 2
 OY1312
 OY1312.Superseded values are not recommended for survey control.
 OY1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1312.See file dsdata.txt to determine how the superseded data were derived.
 OY1312
 OY1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP592688(NAD 83)
 OY1312_MARKER: DV = VERTICAL CONTROL DISK
 OY1312_SETTING: 66 = SET IN ROCK OUTCROP
 OY1312_SP_SET: IN A DRILL HOLE IN BEDROCK
 OY1312_STAMPING: J 430 1992
 OY1312_MARK LOGO: NGS   
 OY1312_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1312+STABILITY: POSITION/ELEVATION WELL
 OY1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1312+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 OY1312
 OY1312  HISTORY     - Date     Condition        Report By
 OY1312  HISTORY     - 1992     MONUMENTED       NGS
 OY1312  HISTORY     - 20040906 GOOD             DJC
 OY1312
 OY1312                          STATION DESCRIPTION
 OY1312
 OY1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1312'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1312'OFFICE IN HOWE, THENCE 18.1 KM (11.25 MI) NORTHERLY ALONG STATE
 OY1312'HIGHWAY 22, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A TRACK ROAD
 OY1312'LEADING TO RICHARD BUTTE, NEAR THE CENTER OF A 6 BY 6-FOOT AREA OF
 OY1312'OUTCROPPING BEDROCK ALONG THE EAST SLOPE OF THE BUTTE, 6.5 M (21.3
 OY1312'FT) NORTH OF AND LEVEL WITH THE ROAD CENTER, AND 0.4 M (1.3 FT) WEST
 OY1312'OF A WITNESS POST.
 OY1312
 OY1312                          STATION RECOVERY (2004)
 OY1312
 OY1312'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 OY1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1184 ***********************************************************************
 OY1184  DESIGNATION -  J 431
 OY1184  PID         -  OY1184
 OY1184  STATE/COUNTY-  ID/BUTTE
 OY1184  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1184
 OY1184                         *CURRENT SURVEY CONTROL
 OY1184  ___________________________________________________________________
 OY1184* NAD 83(1986)-  43 34 52.     (N)    112 52 35.     (W)     SCALED    
 OY1184* NAVD 88     -      1504.078  (meters)    4934.63   (feet)  ADJUSTED  
 OY1184  ___________________________________________________________________
 OY1184  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 OY1184  DYNAMIC HT  -        1503.286 (meters)    4932.03  (feet)  COMP
 OY1184  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 OY1184
 OY1184  VERT ORDER  -  FIRST     CLASS II
 OY1184
 OY1184.The horizontal coordinates were scaled from a topographic map and have
 OY1184.an estimated accuracy of +/- 6 seconds.
 OY1184
 OY1184.The orthometric height was determined by differential leveling
 OY1184.and adjusted by the National Geodetic Survey in December 1992..
 OY1184
 OY1184.The geoid height was determined by GEOID03.
 OY1184
 OY1184.The dynamic height is computed by dividing the NAVD 88
 OY1184.geopotential number by the normal gravity value computed on the
 OY1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1184.degrees latitude (g = 980.6199 gals.).
 OY1184
 OY1184.The modeled gravity was interpolated from observed gravity values.
 OY1184
 OY1184;                    North         East    Units  Estimated Accuracy
 OY1184;SPC ID C     -   213,270.      590,750.      MT  (+/- 180 meters Scaled)
 OY1184
 OY1184                          SUPERSEDED SURVEY CONTROL
 OY1184
 OY1184  NGVD 29 (08/20/92) 1503.020  (m)         4931.16   (f) ADJUSTED    1 2
 OY1184
 OY1184.Superseded values are not recommended for survey control.
 OY1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1184.See file dsdata.txt to determine how the superseded data were derived.
 OY1184
 OY1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP485270(NAD 83)
 OY1184_MARKER: DV = VERTICAL CONTROL DISK
 OY1184_SETTING: 66 = SET IN ROCK OUTCROP
 OY1184_SP_SET: BEDROCK
 OY1184_STAMPING: J 431 1992
 OY1184_MARK LOGO: NGS   
 OY1184_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1184+STABILITY: POSITION/ELEVATION WELL
 OY1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1184+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1184
 OY1184  HISTORY     - Date     Condition        Report By
 OY1184  HISTORY     - 1992     MONUMENTED       NGS
 OY1184
 OY1184                          STATION DESCRIPTION
 OY1184
 OY1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1184'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAY 20 AND 26 FROM THE
 OY1184'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1184'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY1184'EASTERLY ALONG WEST PORTLAND AVENUE, THENCE 3.9 KM (2.40 MI)
 OY1184'NORTHERLY ALONG LINCOLN BOULEVARD, THENCE 0.3 KM (0.20 MI) EASTERLY
 OY1184'ALONG A ROAD LEADING TO THE IDAHO CHEMICAL PROCESSING PLANT, THENCE
 OY1184'0.7 KM (0.45 MI) SOUTHERLY ALONG A PAVED ROAD, THENCE 0.5 KM (0.30
 OY1184'MI) EASTERLY ALONG A PAVED ROAD, THENCE 7.4 KM (4.60 MI) EASTERLY
 OY1184'ALONG A GRAVELED ROAD LEADING TO THE PROPOSED SITE FOR THE NEW
 OY1184'PRODUCTION REACTOR, NEAR THE CENTER OF A 12 BY 20-FOOT AREA OF
 OY1184'OUTCROPPING BEDROCK, 72.0 M (236.2 FT) NORTH OF A WATER MONITORING
 OY1184'WELL WITH A UTILITY BOX ATTACHED, 37.3 M (122.4 FT) NORTH-NORTHEAST
 OY1184'OF A WATER MONITORING WELL, 19.0 M (62.3 FT) EAST OF THE ROAD CENTER,
 OY1184'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST
 OY1184'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1279 ***********************************************************************
 OY1279  DESIGNATION -  J 432
 OY1279  PID         -  OY1279
 OY1279  STATE/COUNTY-  ID/BINGHAM
 OY1279  USGS QUAD   -  LITTLE BUTTE SW (1973)
 OY1279
 OY1279                         *CURRENT SURVEY CONTROL
 OY1279  ___________________________________________________________________
 OY1279* NAD 83(1986)-  43 32 33.     (N)    112 39 39.     (W)     SCALED    
 OY1279* NAVD 88     -      1608.404  (meters)    5276.91   (feet)  ADJUSTED  
 OY1279  ___________________________________________________________________
 OY1279  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 OY1279  DYNAMIC HT  -        1607.524 (meters)    5274.02  (feet)  COMP
 OY1279  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 OY1279
 OY1279  VERT ORDER  -  FIRST     CLASS II
 OY1279
 OY1279.The horizontal coordinates were scaled from a topographic map and have
 OY1279.an estimated accuracy of +/- 6 seconds.
 OY1279
 OY1279.The orthometric height was determined by differential leveling
 OY1279.and adjusted by the National Geodetic Survey in December 1992..
 OY1279
 OY1279.The geoid height was determined by GEOID03.
 OY1279
 OY1279.The dynamic height is computed by dividing the NAVD 88
 OY1279.geopotential number by the normal gravity value computed on the
 OY1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1279.degrees latitude (g = 980.6199 gals.).
 OY1279
 OY1279.The modeled gravity was interpolated from observed gravity values.
 OY1279
 OY1279;                    North         East    Units  Estimated Accuracy
 OY1279;SPC ID E     -   208,490.      160,060.      MT  (+/- 180 meters Scaled)
 OY1279
 OY1279                          SUPERSEDED SURVEY CONTROL
 OY1279
 OY1279  NGVD 29 (08/20/92) 1607.316  (m)         5273.34   (f) ADJUSTED    1 2
 OY1279
 OY1279.Superseded values are not recommended for survey control.
 OY1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1279.See file dsdata.txt to determine how the superseded data were derived.
 OY1279
 OY1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP658224(NAD 83)
 OY1279_MARKER: DV = VERTICAL CONTROL DISK
 OY1279_SETTING: 66 = SET IN ROCK OUTCROP
 OY1279_SP_SET: BEDROCK
 OY1279_STAMPING: J 432 1992
 OY1279_MARK LOGO: NGS   
 OY1279_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1279+STABILITY: POSITION/ELEVATION WELL
 OY1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1279+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1279
 OY1279  HISTORY     - Date     Condition        Report By
 OY1279  HISTORY     - 1992     MONUMENTED       NGS
 OY1279
 OY1279                          STATION DESCRIPTION
 OY1279
 OY1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1279'57.1 KM (35.50 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1279'OF U.S. HIGHWAY 93 IN ARCO, NEAR THE NORTH EDGE OF A 7 BY 7-FOOT
 OY1279'AREA OF OUTCROPPING BEDROCK, 27.3 M (89.6 FT) SOUTH OF THE HIGHWAY
 OY1279'CENTERLINE, 1.0 M (3.3 FT) EAST OF A CAIRN, 0.3 M (1.0 FT) BELOW THE
 OY1279'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1226 ***********************************************************************
 OY1226  DESIGNATION -  J 433
 OY1226  PID         -  OY1226
 OY1226  STATE/COUNTY-  ID/BINGHAM
 OY1226  USGS QUAD   -  LITTLE BUTTE (1973)
 OY1226
 OY1226                         *CURRENT SURVEY CONTROL
 OY1226  ___________________________________________________________________
 OY1226* NAD 83(1986)-  43 34 53.     (N)    112 32 57.     (W)     SCALED    
 OY1226* NAVD 88     -      1638.866  (meters)    5376.85   (feet)  ADJUSTED  
 OY1226  ___________________________________________________________________
 OY1226  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 OY1226  DYNAMIC HT  -        1637.968 (meters)    5373.90  (feet)  COMP
 OY1226  MODELED GRAV-     980,013.2   (mgal)                       NAVD 88
 OY1226
 OY1226  VERT ORDER  -  FIRST     CLASS II
 OY1226
 OY1226.The horizontal coordinates were scaled from a topographic map and have
 OY1226.an estimated accuracy of +/- 6 seconds.
 OY1226
 OY1226.The orthometric height was determined by differential leveling
 OY1226.and adjusted by the National Geodetic Survey in December 1992..
 OY1226
 OY1226.The geoid height was determined by GEOID03.
 OY1226
 OY1226.The dynamic height is computed by dividing the NAVD 88
 OY1226.geopotential number by the normal gravity value computed on the
 OY1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1226.degrees latitude (g = 980.6199 gals.).
 OY1226
 OY1226.The modeled gravity was interpolated from observed gravity values.
 OY1226
 OY1226;                    North         East    Units  Estimated Accuracy
 OY1226;SPC ID E     -   212,760.      169,110.      MT  (+/- 180 meters Scaled)
 OY1226
 OY1226                          SUPERSEDED SURVEY CONTROL
 OY1226
 OY1226  NGVD 29 (08/20/92) 1637.772  (m)         5373.26   (f) ADJUSTED    1 2
 OY1226
 OY1226.Superseded values are not recommended for survey control.
 OY1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1226.See file dsdata.txt to determine how the superseded data were derived.
 OY1226
 OY1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP749265(NAD 83)
 OY1226_MARKER: DV = VERTICAL CONTROL DISK
 OY1226_SETTING: 66 = SET IN ROCK OUTCROP
 OY1226_SP_SET: BEDROCK
 OY1226_STAMPING: J 433 1992
 OY1226_MARK LOGO: NGS   
 OY1226_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1226+STABILITY: POSITION/ELEVATION WELL
 OY1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1226+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1226
 OY1226  HISTORY     - Date     Condition        Report By
 OY1226  HISTORY     - 1992     MONUMENTED       NGS
 OY1226
 OY1226                          STATION DESCRIPTION
 OY1226
 OY1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1226'41.4 KM (25.70 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1226'OF INTERSTATE HIGHWAY 15 IN IDAHO FALLS, THENCE 3.3 KM (2.05 MI)
 OY1226'NORTHERLY ALONG ROAD T-14, NEAR THE WEST END OF A 9 BY 13-FOOT AREA
 OY1226'OF OUTCROPPING BEDROCK, 16.0 M (52.5 FT) WEST OF AND LEVEL WITH THE
 OY1226'ROAD CENTER, 1.0 M (3.3 FT) NORTH OF A CAIRN, AND 0.5 M (1.6 FT)
 OY1226'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1249 ***********************************************************************
 OY1249  DESIGNATION -  J 434
 OY1249  PID         -  OY1249
 OY1249  STATE/COUNTY-  ID/JEFFERSON
 OY1249  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1249
 OY1249                         *CURRENT SURVEY CONTROL
 OY1249  ___________________________________________________________________
 OY1249* NAD 83(1986)-  43 47 51.     (N)    112 39 30.     (W)     SCALED    
 OY1249* NAVD 88     -      1461.872  (meters)    4796.16   (feet)  ADJUSTED  
 OY1249  ___________________________________________________________________
 OY1249  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 OY1249  DYNAMIC HT  -        1461.141 (meters)    4793.76  (feet)  COMP
 OY1249  MODELED GRAV-     980,067.2   (mgal)                       NAVD 88
 OY1249
 OY1249  VERT ORDER  -  FIRST     CLASS II
 OY1249
 OY1249.The horizontal coordinates were scaled from a topographic map and have
 OY1249.an estimated accuracy of +/- 6 seconds.
 OY1249
 OY1249.The orthometric height was determined by differential leveling
 OY1249.and adjusted by the National Geodetic Survey in December 1992..
 OY1249
 OY1249.The geoid height was determined by GEOID03.
 OY1249
 OY1249.The dynamic height is computed by dividing the NAVD 88
 OY1249.geopotential number by the normal gravity value computed on the
 OY1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1249.degrees latitude (g = 980.6199 gals.).
 OY1249
 OY1249.The modeled gravity was interpolated from observed gravity values.
 OY1249
 OY1249;                    North         East    Units  Estimated Accuracy
 OY1249;SPC ID E     -   236,810.      160,430.      MT  (+/- 180 meters Scaled)
 OY1249
 OY1249                          SUPERSEDED SURVEY CONTROL
 OY1249
 OY1249  NGVD 29 (08/20/92) 1460.804  (m)         4792.65   (f) ADJUSTED    1 2
 OY1249
 OY1249.Superseded values are not recommended for survey control.
 OY1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1249.See file dsdata.txt to determine how the superseded data were derived.
 OY1249
 OY1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP665507(NAD 83)
 OY1249_MARKER: DV = VERTICAL CONTROL DISK
 OY1249_SETTING: 66 = SET IN ROCK OUTCROP
 OY1249_SP_SET: BEDROCK
 OY1249_STAMPING: J 434 1992
 OY1249_MARK LOGO: NGS   
 OY1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1249+STABILITY: POSITION/ELEVATION WELL
 OY1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1249+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1249
 OY1249  HISTORY     - Date     Condition        Report By
 OY1249  HISTORY     - 1992     MONUMENTED       NGS
 OY1249
 OY1249                          STATION DESCRIPTION
 OY1249
 OY1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1249'17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1249'OFFICE IN TERRETON, THENCE 2.2 KM (1.35 MI) SOUTHWESTERLY ALONG TRACK
 OY1249'ROAD T-17, THENCE 0.7 KM (0.45 MI) SOUTHEASTERLY ALONG A TRACK ROAD,
 OY1249'THENCE 3.3 KM (2.05 MI) SOUTHERLY ALONG A TRACK ROAD, THENCE 0.8 KM
 OY1249'(0.50 MI) NORTHEASTERLY ALONG A TRACK ROAD, NEAR THE EAST END OF A 4
 OY1249'BY 4-FOOT AREA OF OUTCROPPING BEDROCK THAT PROJECTS 0.4 M (1.3 FT)
 OY1249'ABOVE THE GROUND SURFACE, ALONG THE SOUTH SLOPE OF A LOW ROCKY HILL,
 OY1249'102.0 M (334.6 FT) NORTHWEST OF THE ROAD CENTER, 1.2 M (3.9 FT) ABOVE
 OY1249'THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1114 ***********************************************************************
 OY1114  DESIGNATION -  J 435
 OY1114  PID         -  OY1114
 OY1114  STATE/COUNTY-  ID/BINGHAM
 OY1114  USGS QUAD   -  MORELAND (1971)
 OY1114
 OY1114                         *CURRENT SURVEY CONTROL
 OY1114  ___________________________________________________________________
 OY1114* NAD 83(1986)-  43 13 58.     (N)    112 29 42.     (W)     SCALED    
 OY1114* NAVD 88     -      1364.366  (meters)    4476.26   (feet)  ADJUSTED  
 OY1114  ___________________________________________________________________
 OY1114  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 OY1114  DYNAMIC HT  -        1363.639 (meters)    4473.87  (feet)  COMP
 OY1114  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 OY1114
 OY1114  VERT ORDER  -  FIRST     CLASS II
 OY1114
 OY1114.The horizontal coordinates were scaled from a topographic map and have
 OY1114.an estimated accuracy of +/- 6 seconds.
 OY1114
 OY1114.The orthometric height was determined by differential leveling
 OY1114.and adjusted by the National Geodetic Survey in December 1992..
 OY1114
 OY1114.The geoid height was determined by GEOID03.
 OY1114
 OY1114.The dynamic height is computed by dividing the NAVD 88
 OY1114.geopotential number by the normal gravity value computed on the
 OY1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1114.degrees latitude (g = 980.6199 gals.).
 OY1114
 OY1114.The modeled gravity was interpolated from observed gravity values.
 OY1114
 OY1114;                    North         East    Units  Estimated Accuracy
 OY1114;SPC ID E     -   174,010.      173,330.      MT  (+/- 180 meters Scaled)
 OY1114
 OY1114                          SUPERSEDED SURVEY CONTROL
 OY1114
 OY1114  NGVD 29 (08/20/92) 1363.336  (m)         4472.88   (f) ADJUSTED    1 2
 OY1114
 OY1114.Superseded values are not recommended for survey control.
 OY1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1114.See file dsdata.txt to determine how the superseded data were derived.
 OY1114
 OY1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN786877(NAD 83)
 OY1114_MARKER: I = METAL ROD
 OY1114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1114_SP_SET: STAINLESS STEEL ROD
 OY1114_STAMPING: J 435 1992
 OY1114_MARK LOGO: NGS   
 OY1114_PROJECTION: FLUSH
 OY1114_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1114+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1114_ROD/PIPE-DEPTH: 3.4  meters
 OY1114
 OY1114  HISTORY     - Date     Condition        Report By
 OY1114  HISTORY     - 1992     MONUMENTED       NGS
 OY1114
 OY1114                          STATION DESCRIPTION
 OY1114
 OY1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1114'11.5 KM (7.15 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OY1114'THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, 38.8 M (127.3 FT)
 OY1114'WEST OF THE CENTER OF 1000 WEST ROAD (RAINSDON ROAD), 29.3 M (96.1
 OY1114'FT) NORTHEAST OF THE NEAR RAIL, 10.4 M (34.1 FT) SOUTHWEST OF AND
 OY1114'LEVEL WITH THE CENTER OF TABER ROAD, 1.1 M (3.6 FT) SOUTHWEST OF A
 OY1114'UTILITY POLE WITH A GUY CABLE, AND 0.3 M (1.0 FT) SOUTHEAST OF A
 OY1114'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OY1114'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1135 ***********************************************************************
 OY1135  DESIGNATION -  J 436
 OY1135  PID         -  OY1135
 OY1135  STATE/COUNTY-  ID/BUTTE
 OY1135  USGS QUAD   -  ARCO HILLS (1972)
 OY1135
 OY1135                         *CURRENT SURVEY CONTROL
 OY1135  ___________________________________________________________________
 OY1135* NAD 83(1986)-  43 37 32.     (N)    113 08 00.     (W)     SCALED    
 OY1135* NAVD 88     -      1597.928  (meters)    5242.54   (feet)  ADJUSTED  
 OY1135  ___________________________________________________________________
 OY1135  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 OY1135  DYNAMIC HT  -        1597.061 (meters)    5239.69  (feet)  COMP
 OY1135  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 OY1135
 OY1135  VERT ORDER  -  FIRST     CLASS II
 OY1135
 OY1135.The horizontal coordinates were scaled from a topographic map and have
 OY1135.an estimated accuracy of +/- 6 seconds.
 OY1135
 OY1135.The orthometric height was determined by differential leveling
 OY1135.and adjusted by the National Geodetic Survey in December 1992..
 OY1135
 OY1135.The geoid height was determined by GEOID03.
 OY1135
 OY1135.The dynamic height is computed by dividing the NAVD 88
 OY1135.geopotential number by the normal gravity value computed on the
 OY1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1135.degrees latitude (g = 980.6199 gals.).
 OY1135
 OY1135.The modeled gravity was interpolated from observed gravity values.
 OY1135
 OY1135;                    North         East    Units  Estimated Accuracy
 OY1135;SPC ID C     -   217,960.      569,940.      MT  (+/- 180 meters Scaled)
 OY1135
 OY1135                          SUPERSEDED SURVEY CONTROL
 OY1135
 OY1135  NGVD 29 (08/20/92) 1596.857  (m)         5239.02   (f) ADJUSTED    1 2
 OY1135
 OY1135.Superseded values are not recommended for survey control.
 OY1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1135.See file dsdata.txt to determine how the superseded data were derived.
 OY1135
 OY1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP278324(NAD 83)
 OY1135_MARKER: DV = VERTICAL CONTROL DISK
 OY1135_SETTING: 66 = SET IN ROCK OUTCROP
 OY1135_SP_SET: IN A DRILL HOLE IN BEDROCK
 OY1135_STAMPING: J 436 1992
 OY1135_MARK LOGO: NGS   
 OY1135_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1135+STABILITY: POSITION/ELEVATION WELL
 OY1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1135+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1135
 OY1135  HISTORY     - Date     Condition        Report By
 OY1135  HISTORY     - 1992     MONUMENTED       NGS
 OY1135
 OY1135                          STATION DESCRIPTION
 OY1135
 OY1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1135'22.4 KM (13.90 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1135'POST OFFICE IN HOWE, NEAR THE SOUTHEAST END OF A 5 BY 10-FOOT AREA OF
 OY1135'OUTCROPPING BEDROCK 50.5 M (165.7 FT) SOUTHEAST OF THE HIGHWAY
 OY1135'CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 OY1135'(1.0 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0433 ***********************************************************************
 NT0433  DESIGNATION -  J 44
 NT0433  PID         -  NT0433
 NT0433  STATE/COUNTY-  ID/CARIBOU
 NT0433  USGS QUAD   -  CHINA HAT (1981)
 NT0433
 NT0433                         *CURRENT SURVEY CONTROL
 NT0433  ___________________________________________________________________
 NT0433* NAD 83(1986)-  42 49 34.     (N)    111 33 15.     (W)     SCALED    
 NT0433* NAVD 88     -      1869.551  (meters)    6133.69   (feet)  ADJUSTED  
 NT0433  ___________________________________________________________________
 NT0433  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 NT0433  DYNAMIC HT  -        1868.243 (meters)    6129.39  (feet)  COMP
 NT0433  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 NT0433
 NT0433  VERT ORDER  -  SECOND    CLASS 0
 NT0433
 NT0433.The horizontal coordinates were scaled from a topographic map and have
 NT0433.an estimated accuracy of +/- 6 seconds.
 NT0433
 NT0433.The orthometric height was determined by differential leveling
 NT0433.and adjusted by the National Geodetic Survey in June 1991..
 NT0433.WARNING-Repeat measurements at this control monument indicate possible
 NT0433.vertical movement.
 NT0433
 NT0433.The geoid height was determined by GEOID03.
 NT0433
 NT0433.The dynamic height is computed by dividing the NAVD 88
 NT0433.geopotential number by the normal gravity value computed on the
 NT0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0433.degrees latitude (g = 980.6199 gals.).
 NT0433
 NT0433.The modeled gravity was interpolated from observed gravity values.
 NT0433
 NT0433;                    North         East    Units  Estimated Accuracy
 NT0433;SPC ID E     -   128,960.      250,080.      MT  (+/- 180 meters Scaled)
 NT0433
 NT0433                          SUPERSEDED SURVEY CONTROL
 NT0433
 NT0433  NGVD 29 (??/??/92) 1868.306  (m)         6129.60   (f) ADJ UNCH    2 0
 NT0433
 NT0433.Superseded values are not recommended for survey control.
 NT0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0433.See file dsdata.txt to determine how the superseded data were derived.
 NT0433
 NT0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN547416(NAD 83)
 NT0433_MARKER: DB = BENCH MARK DISK
 NT0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0433_SP_SET: ABUTMENT
 NT0433_STAMPING: J 44 1934
 NT0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0433
 NT0433  HISTORY     - Date     Condition        Report By
 NT0433  HISTORY     - 1934     MONUMENTED       CGS
 NT0433  HISTORY     - 1951     GOOD             NGS
 NT0433
 NT0433                          STATION DESCRIPTION
 NT0433
 NT0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0433'6.3 MI S FROM HENRY.
 NT0433'ABOUT 6.3 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AT
 NT0433'HENRY, CARIBOU COUNTY, AT BLACKFOOT RIVER BRIDGE, IN THE TOP OF THE
 NT0433'SOUTHWEST END OF THE SOUTH ABUTMENT, AND 0.8 FOOT EAST OF THE TOP
 NT0433'BREAK OF A WING WALL.  A STANDARD DISK, STAMPED J 44 1934.
 NT0433
 NT0433                          STATION RECOVERY (1951)
 NT0433
 NT0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 NT0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0357 ***********************************************************************
 OX0357  DESIGNATION -  J 45
 OX0357  PID         -  OX0357
 OX0357  STATE/COUNTY-  ID/BONNEVILLE
 OX0357  USGS QUAD   -  HOMER VALLEY (1981)
 OX0357
 OX0357                         *CURRENT SURVEY CONTROL
 OX0357  ___________________________________________________________________
 OX0357* NAD 83(1986)-  43 10 37.     (N)    111 35 01.     (W)     SCALED    
 OX0357* NAVD 88     -      1949.058  (meters)    6394.53   (feet)  ADJUSTED  
 OX0357  ___________________________________________________________________
 OX0357  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 OX0357  DYNAMIC HT  -        1947.753 (meters)    6390.25  (feet)  COMP
 OX0357  MODELED GRAV-     979,880.5   (mgal)                       NAVD 88
 OX0357
 OX0357  VERT ORDER  -  SECOND    CLASS 0
 OX0357
 OX0357.The horizontal coordinates were scaled from a topographic map and have
 OX0357.an estimated accuracy of +/- 6 seconds.
 OX0357
 OX0357.The orthometric height was determined by differential leveling
 OX0357.and adjusted by the National Geodetic Survey in June 1991..
 OX0357
 OX0357.The geoid height was determined by GEOID03.
 OX0357
 OX0357.The dynamic height is computed by dividing the NAVD 88
 OX0357.geopotential number by the normal gravity value computed on the
 OX0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0357.degrees latitude (g = 980.6199 gals.).
 OX0357
 OX0357.The modeled gravity was interpolated from observed gravity values.
 OX0357
 OX0357;                    North         East    Units  Estimated Accuracy
 OX0357;SPC ID E     -   167,920.      247,400.      MT  (+/- 180 meters Scaled)
 OX0357
 OX0357                          SUPERSEDED SURVEY CONTROL
 OX0357
 OX0357  NGVD 29 (??/??/92) 1947.796  (m)         6390.39   (f) ADJ UNCH    2 0
 OX0357
 OX0357.Superseded values are not recommended for survey control.
 OX0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0357.See file dsdata.txt to determine how the superseded data were derived.
 OX0357
 OX0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN525806(NAD 83)
 OX0357_MARKER: DB = BENCH MARK DISK
 OX0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0357_STAMPING: J 45 1934
 OX0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0357+STABILITY: SURFACE MOTION
 OX0357
 OX0357  HISTORY     - Date     Condition        Report By
 OX0357  HISTORY     - 1934     MONUMENTED       CGS
 OX0357
 OX0357                          STATION DESCRIPTION
 OX0357
 OX0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0357'9.4 MI N FROM HERMAN.
 OX0357'ABOUT 9.4 MILES NORTH ALONG THE HERMAN-BONE ROAD FROM THE RANGER
 OX0357'STATION AT HERMAN, BONNEVILLE COUNTY, ABOUT 0.2 MILE NORTH OF A
 OX0357'WATERCOURSE, ON THE INSIDE OF A CURVE IN THE ROAD LEADING NORTHWEST,
 OX0357'ON THE SUMMIT OF A HILL, ABOUT 120 FEET NORTH OF A 30-FOOT SINK WEST
 OX0357'OF THE ROAD, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET
 OX0357'NORTH OF A CURVE IN A FENCE, AND 1 FOOT EAST OF THE FENCE.  A STANDARD
 OX0357'DISK, STAMPED J 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0164 ***********************************************************************
 NT0164  DESIGNATION -  J 46 RESET
 NT0164  PID         -  NT0164
 NT0164  STATE/COUNTY-  ID/CARIBOU
 NT0164  USGS QUAD   -  WAYAN EAST (1980)
 NT0164
 NT0164                         *CURRENT SURVEY CONTROL
 NT0164  ___________________________________________________________________
 NT0164* NAD 83(1986)-  42 57 48.     (N)    111 22 09.     (W)     SCALED    
 NT0164* NAVD 88     -      1998.60   (+/-2cm)    6557.1    (feet)  VERTCON   
 NT0164  ___________________________________________________________________
 NT0164  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 NT0164
 NT0164  VERT ORDER  -  THIRD (See Below)
 NT0164
 NT0164.The horizontal coordinates were scaled from a topographic map and have
 NT0164.an estimated accuracy of +/- 6 seconds.
 NT0164
 NT0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0164.The vertical order pertains to the NGVD 29 superseded value.
 NT0164
 NT0164.The geoid height was determined by GEOID03.
 NT0164
 NT0164;                    North         East    Units  Estimated Accuracy
 NT0164;SPC ID E     -   144,330.      265,060.      MT  (+/- 180 meters Scaled)
 NT0164
 NT0164                          SUPERSEDED SURVEY CONTROL
 NT0164
 NT0164  NGVD 29 (03/27/06) 1997.31   (m)         6552.8    (f) RESET       3  
 NT0164
 NT0164.Superseded values are not recommended for survey control.
 NT0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0164.See file dsdata.txt to determine how the superseded data were derived.
 NT0164
 NT0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN698568(NAD 83)
 NT0164_MARKER: DB = BENCH MARK DISK
 NT0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0164_STAMPING: J 46 RESET 1976
 NT0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0164+STABILITY: SURFACE MOTION
 NT0164
 NT0164  HISTORY     - Date     Condition        Report By
 NT0164  HISTORY     - 1976     MONUMENTED       NGS
 NT0164
 NT0164                          STATION DESCRIPTION
 NT0164
 NT0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NT0164'1 MI E FROM WAYAN.
 NT0164'REACHED FROM THE WAYAN POST OFFICE GO EAST ON STATE HIGHWAY 34 FOR 1.0
 NT0164'MILE TO MILEPOST NO. 95, CONTINUE EAST ON THE HIGHWAY FOR 0.3 MILE TO
 NT0164'THE BENCH MARK ON THE LEFT, 125 FEET EAST OF A CULVERT UNDER THE
 NT0164'HIGHWAY, 90 FEET NORTH OF THE CENTER OF THE HIGHWAY, 43 FEET WEST OF
 NT0164'THE SOUTHWEST CORNER OF A CORRAL, 26 FEET WEST OF THE CENTER OF A
 NT0164'FIELD ROAD, 17 FEET NORTH-NORTHEAST OF A POWER POLE, 1 FOOT WEST OF A
 NT0164'NORTH-SOUTH FENCE LINE, AND 1 FOOT SOUTH OF A METAL WITNESS POST, SET
 NT0164'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0193 ***********************************************************************
 NT0193  DESIGNATION -  J 47
 NT0193  PID         -  NT0193
 NT0193  STATE/COUNTY-  ID/BEAR LAKE
 NT0193  USGS QUAD   -  PEGRAM (1970)
 NT0193
 NT0193                         *CURRENT SURVEY CONTROL
 NT0193  ___________________________________________________________________
 NT0193* NAD 83(1986)-  42 13 51.     (N)    111 14 30.     (W)     SCALED    
 NT0193* NAVD 88     -      1821.922  (meters)    5977.42   (feet)  ADJUSTED  
 NT0193  ___________________________________________________________________
 NT0193  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 NT0193  DYNAMIC HT  -        1820.518 (meters)    5972.82  (feet)  COMP
 NT0193  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 NT0193
 NT0193  VERT ORDER  -  SECOND    CLASS 0
 NT0193
 NT0193.The horizontal coordinates were scaled from a topographic map and have
 NT0193.an estimated accuracy of +/- 6 seconds.
 NT0193
 NT0193.The orthometric height was determined by differential leveling
 NT0193.and adjusted by the National Geodetic Survey in June 1991..
 NT0193
 NT0193.The geoid height was determined by GEOID03.
 NT0193
 NT0193.The dynamic height is computed by dividing the NAVD 88
 NT0193.geopotential number by the normal gravity value computed on the
 NT0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0193.degrees latitude (g = 980.6199 gals.).
 NT0193
 NT0193.The modeled gravity was interpolated from observed gravity values.
 NT0193
 NT0193;                    North         East    Units  Estimated Accuracy
 NT0193;SPC ID E     -    63,070.      276,360.      MT  (+/- 180 meters Scaled)
 NT0193
 NT0193                          SUPERSEDED SURVEY CONTROL
 NT0193
 NT0193  NGVD 29 (??/??/92) 1820.679  (m)         5973.34   (f) ADJ UNCH    2 0
 NT0193
 NT0193.Superseded values are not recommended for survey control.
 NT0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0193.See file dsdata.txt to determine how the superseded data were derived.
 NT0193
 NT0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM800754(NAD 83)
 NT0193_MARKER: DB = BENCH MARK DISK
 NT0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0193_STAMPING: J 47 1934
 NT0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0193+STABILITY: SURFACE MOTION
 NT0193
 NT0193  HISTORY     - Date     Condition        Report By
 NT0193  HISTORY     - 1934     MONUMENTED       CGS
 NT0193  HISTORY     - 1970     GOOD             USGS
 NT0193
 NT0193                          STATION DESCRIPTION
 NT0193
 NT0193'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NT0193'IN DINGLE.
 NT0193'AT DINGLE, BEAR LAKE COUNTY, 770 FEET NORTHWEST OF MILEPOST 108, 38
 NT0193'FEET NORTHEAST OF A POWER LINE, 27 FEET SOUTHWEST OF THE CENTERLINE OF
 NT0193'THE MAIN TRACK, AND 4 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 NT0193'STANDARD DISK, STAMPED J 47 1934 AND SET IN THE TOP OF A CONCRETE
 NT0193'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0453 ***********************************************************************
 NT0453  DESIGNATION -  J 48
 NT0453  PID         -  NT0453
 NT0453  STATE/COUNTY-  ID/CARIBOU
 NT0453  USGS QUAD   -  ALEXANDER (1982)
 NT0453
 NT0453                         *CURRENT SURVEY CONTROL
 NT0453  ___________________________________________________________________
 NT0453* NAD 83(1986)-  42 39 01.     (N)    111 42 43.     (W)     SCALED    
 NT0453* NAVD 88     -      1747.596  (meters)    5733.57   (feet)  ADJUSTED  
 NT0453  ___________________________________________________________________
 NT0453  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 NT0453  DYNAMIC HT  -        1746.418 (meters)    5729.71  (feet)  COMP
 NT0453  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 NT0453
 NT0453  VERT ORDER  -  SECOND    CLASS 0
 NT0453
 NT0453.The horizontal coordinates were scaled from a topographic map and have
 NT0453.an estimated accuracy of +/- 6 seconds.
 NT0453
 NT0453.The orthometric height was determined by differential leveling
 NT0453.and adjusted by the National Geodetic Survey in June 1991..
 NT0453
 NT0453.The geoid height was determined by GEOID03.
 NT0453
 NT0453.The dynamic height is computed by dividing the NAVD 88
 NT0453.geopotential number by the normal gravity value computed on the
 NT0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0453.degrees latitude (g = 980.6199 gals.).
 NT0453
 NT0453.The modeled gravity was interpolated from observed gravity values.
 NT0453
 NT0453;                    North         East    Units  Estimated Accuracy
 NT0453;SPC ID E     -   109,350.      237,290.      MT  (+/- 180 meters Scaled)
 NT0453
 NT0453                          SUPERSEDED SURVEY CONTROL
 NT0453
 NT0453  NGVD 29 (??/??/92) 1746.424  (m)         5729.73   (f) ADJ UNCH    2 0
 NT0453
 NT0453.Superseded values are not recommended for survey control.
 NT0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0453.See file dsdata.txt to determine how the superseded data were derived.
 NT0453
 NT0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN416222(NAD 83)
 NT0453_MARKER: DB = BENCH MARK DISK
 NT0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0453_SP_SET: FOUNDATION
 NT0453_STAMPING: J 48 1934
 NT0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0453
 NT0453  HISTORY     - Date     Condition        Report By
 NT0453  HISTORY     - 1934     MONUMENTED       CGS
 NT0453
 NT0453                          STATION DESCRIPTION
 NT0453
 NT0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0453'IN ALEXANDER.
 NT0453'AT ALEXANDER, CARIBOU COUNTY, ABOUT 135 FEET NORTHWEST OF THE WEST
 NT0453'CORNER OF THE POST-OFFICE BUILDING, ABOUT 0.2 MILE SOUTHWEST OF THE
 NT0453'UNION PACIFIC RAILROAD STATION AND WATER TANK, ABOUT 135 FEET EAST OF
 NT0453'MILEPOST 152, ABOUT 155 FEET SOUTH OF A WIGWAG, 70 FEET NORTHWEST OF
 NT0453'THE CENTER LINE OF U.S. HIGHWAY 30N, 50 FEET SOUTHWEST OF THE CROSSING
 NT0453'OF A ROW OF POWER-TRANSMISSION LINE POLES, 90 FEET SOUTHEAST OF THE
 NT0453'CENTER LINE OF THE TRACK, AND IN THE TOP OF THE NORTH CORNER OF AN OLD
 NT0453'BUILDING FOUNDATION.  A STANDARD DISK, STAMPED J 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0225 ***********************************************************************
 NT0225  DESIGNATION -  J 49
 NT0225  PID         -  NT0225
 NT0225  STATE/COUNTY-  ID/BEAR LAKE
 NT0225  USGS QUAD   -  PARIS (1980)
 NT0225
 NT0225                         *CURRENT SURVEY CONTROL
 NT0225  ___________________________________________________________________
 NT0225* NAD 83(1986)-  42 11 47.     (N)    111 24 05.     (W)     SCALED    
 NT0225* NAVD 88     -      1821.093  (meters)    5974.70   (feet)  ADJUSTED  
 NT0225  ___________________________________________________________________
 NT0225  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 NT0225  DYNAMIC HT  -        1819.691 (meters)    5970.10  (feet)  COMP
 NT0225  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 NT0225
 NT0225  VERT ORDER  -  SECOND    CLASS 0
 NT0225
 NT0225.The horizontal coordinates were scaled from a topographic map and have
 NT0225.an estimated accuracy of +/- 6 seconds.
 NT0225
 NT0225.The orthometric height was determined by differential leveling
 NT0225.and adjusted by the National Geodetic Survey in June 1991..
 NT0225
 NT0225.The geoid height was determined by GEOID03.
 NT0225
 NT0225.The dynamic height is computed by dividing the NAVD 88
 NT0225.geopotential number by the normal gravity value computed on the
 NT0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0225.degrees latitude (g = 980.6199 gals.).
 NT0225
 NT0225.The modeled gravity was interpolated from observed gravity values.
 NT0225
 NT0225;                    North         East    Units  Estimated Accuracy
 NT0225;SPC ID E     -    59,120.      263,210.      MT  (+/- 180 meters Scaled)
 NT0225
 NT0225                          SUPERSEDED SURVEY CONTROL
 NT0225
 NT0225  NGVD 29 (??/??/92) 1819.864  (m)         5970.67   (f) ADJ UNCH    2 0
 NT0225
 NT0225.Superseded values are not recommended for survey control.
 NT0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0225.See file dsdata.txt to determine how the superseded data were derived.
 NT0225
 NT0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM668716(NAD 83)
 NT0225_MARKER: DB = BENCH MARK DISK
 NT0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0225_STAMPING: J 49 1934
 NT0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0225+STABILITY: SURFACE MOTION
 NT0225
 NT0225  HISTORY     - Date     Condition        Report By
 NT0225  HISTORY     - 1934     MONUMENTED       CGS
 NT0225
 NT0225                          STATION DESCRIPTION
 NT0225
 NT0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0225'2.2 MI S FROM PARIS.
 NT0225'2.2 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE HIGH SCHOOL AT PARIS,
 NT0225'BEAR LAKE COUNTY, 100 FEET SOUTH OF THE SOUTHEAST CORNER OF THE DAVID
 NT0225'THORNOCK PROPERTY FENCE, IN 1934, 51 FEET SOUTH OF THE CENTERLINE OF A
 NT0225'CROSS ROAD, 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET
 NT0225'SOUTHWEST OF A POWERLINE POLE, AND 3 FEET NORTH OF THE NORTHEAST
 NT0225'CORNER OF THE WILL PORTER PROPERTY FENCE.  A STANDARD DISK, STAMPED J
 NT0225'49 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0501 ***********************************************************************
 OH0501  DESIGNATION -  J 5
 OH0501  PID         -  OH0501
 OH0501  STATE/COUNTY-  ID/CANYON
 OH0501  USGS QUAD   -  NAMPA (1971)
 OH0501
 OH0501                         *CURRENT SURVEY CONTROL
 OH0501  ___________________________________________________________________
 OH0501* NAD 83(1986)-  43 36 38.     (N)    116 36 13.     (W)     SCALED    
 OH0501* NAVD 88     -       744.424  (meters)    2442.33   (feet)  ADJUSTED  
 OH0501  ___________________________________________________________________
 OH0501  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 OH0501  DYNAMIC HT  -         744.169 (meters)    2441.49  (feet)  COMP
 OH0501  MODELED GRAV-     980,251.3   (mgal)                       NAVD 88
 OH0501
 OH0501  VERT ORDER  -  FIRST     CLASS II
 OH0501
 OH0501.The horizontal coordinates were scaled from a topographic map and have
 OH0501.an estimated accuracy of +/- 6 seconds.
 OH0501
 OH0501.The orthometric height was determined by differential leveling
 OH0501.and adjusted by the National Geodetic Survey in June 1991..
 OH0501.WARNING-Repeat measurements at this control monument indicate possible
 OH0501.vertical movement.
 OH0501
 OH0501.The geoid height was determined by GEOID03.
 OH0501
 OH0501.The dynamic height is computed by dividing the NAVD 88
 OH0501.geopotential number by the normal gravity value computed on the
 OH0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0501.degrees latitude (g = 980.6199 gals.).
 OH0501
 OH0501.The modeled gravity was interpolated from observed gravity values.
 OH0501
 OH0501;                    North         East    Units  Estimated Accuracy
 OH0501;SPC ID W     -   216,280.      731,090.      MT  (+/- 180 meters Scaled)
 OH0501
 OH0501                          SUPERSEDED SURVEY CONTROL
 OH0501
 OH0501  NGVD 29 (??/??/92)  743.490  (m)         2439.27   (f) ADJ UNCH    1 2
 OH0501
 OH0501.Superseded values are not recommended for survey control.
 OH0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0501.See file dsdata.txt to determine how the superseded data were derived.
 OH0501
 OH0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ319286(NAD 83)
 OH0501_MARKER: Q = CHISELED SQUARE
 OH0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0501_SP_SET: CULVERT
 OH0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0501
 OH0501  HISTORY     - Date     Condition        Report By
 OH0501  HISTORY     - UNK      MONUMENTED       CGS
 OH0501  HISTORY     - 1934     GOOD             NGS
 OH0501  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0501  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0501
 OH0501                          STATION DESCRIPTION
 OH0501
 OH0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OH0501'3 MI W FROM NAMPA.
 OH0501'ABOUT 3 MILES WEST ALONG THE OREGON SHORT LINE RR FROM NAMPA, CANYON
 OH0501'COUNTY, IDAHO, AT THE CULVERT AT MILE POLE 460, 1 FOOT FROM THE WEST
 OH0501'END, 6 INCHES FROM THE NORTH EDGE, AND ABOUT 3 FEET LOWER THAN THE
 OH0501'TRACK.  THE BOTTOM OF A SQUARE HOLE, NOT LETTERED.
 OH0501
 OH0501                          STATION RECOVERY (1979)
 OH0501
 OH0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0501'MARK NOT FOUND.
 OH0501
 OH0501                          STATION RECOVERY (1983)
 OH0501
 OH0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0501'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0558 ***********************************************************************
 PZ0558  DESIGNATION -  J 50
 PZ0558  PID         -  PZ0558
 PZ0558  STATE/COUNTY-  ID/CUSTER
 PZ0558  USGS QUAD   -  EAST OF MAY (1989)
 PZ0558
 PZ0558                         *CURRENT SURVEY CONTROL
 PZ0558  ___________________________________________________________________
 PZ0558* NAD 83(1986)-  44 31 45.     (N)    113 52 28.     (W)     SCALED    
 PZ0558* NAVD 88     -      1588.513  (meters)    5211.65   (feet)  ADJUSTED  
 PZ0558  ___________________________________________________________________
 PZ0558  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 PZ0558  DYNAMIC HT  -        1587.671 (meters)    5208.88  (feet)  COMP
 PZ0558  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 PZ0558
 PZ0558  VERT ORDER  -  SECOND    CLASS 0
 PZ0558
 PZ0558.The horizontal coordinates were scaled from a topographic map and have
 PZ0558.an estimated accuracy of +/- 6 seconds.
 PZ0558
 PZ0558.The orthometric height was determined by differential leveling
 PZ0558.and adjusted by the National Geodetic Survey in June 1991..
 PZ0558
 PZ0558.The geoid height was determined by GEOID03.
 PZ0558
 PZ0558.The dynamic height is computed by dividing the NAVD 88
 PZ0558.geopotential number by the normal gravity value computed on the
 PZ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0558.degrees latitude (g = 980.6199 gals.).
 PZ0558
 PZ0558.The modeled gravity was interpolated from observed gravity values.
 PZ0558
 PZ0558;                    North         East    Units  Estimated Accuracy
 PZ0558;SPC ID C     -   318,000.      509,980.      MT  (+/- 180 meters Scaled)
 PZ0558
 PZ0558                          SUPERSEDED SURVEY CONTROL
 PZ0558
 PZ0558  NGVD 29 (??/??/92) 1587.257  (m)         5207.53   (f) ADJ UNCH    2 0
 PZ0558
 PZ0558.Superseded values are not recommended for survey control.
 PZ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0558.See file dsdata.txt to determine how the superseded data were derived.
 PZ0558
 PZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ716346(NAD 83)
 PZ0558_MARKER: DB = BENCH MARK DISK
 PZ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0558_STAMPING: J 50 1948
 PZ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0558+STABILITY: SURFACE MOTION
 PZ0558
 PZ0558  HISTORY     - Date     Condition        Report By
 PZ0558  HISTORY     - 1948     MONUMENTED       CGS
 PZ0558
 PZ0558                          STATION DESCRIPTION
 PZ0558
 PZ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0558'6.5 MI SE FROM MAY.
 PZ0558'6.5 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE RANGER STATION
 PZ0558'AT MAY, ABOUT 0.5 MILE SOUTHEAST OF A DIRT ROAD LEADING NORTHWEST TO A
 PZ0558'RANCH, 147.0 FEET NORTH OF THE CENTER LINE OF A DIM TRACK ROAD LEADING
 PZ0558'NORTHEAST, 51.5 FEET SOUTH OF THE CENTER LINE OF THE PAHSIMEROI ROAD,
 PZ0558'2.6 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 PZ0558'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0466 ***********************************************************************
 PZ0466  DESIGNATION -  J 51
 PZ0466  PID         -  PZ0466
 PZ0466  STATE/COUNTY-  ID/CUSTER
 PZ0466  USGS QUAD   -  DONKEY HILLS NW (1989)
 PZ0466
 PZ0466                         *CURRENT SURVEY CONTROL
 PZ0466  ___________________________________________________________________
 PZ0466* NAD 83(1986)-  44 22 42.     (N)    113 44 36.     (W)     SCALED    
 PZ0466* NAVD 88     -      1891.801  (meters)    6206.68   (feet)  ADJUSTED  
 PZ0466  ___________________________________________________________________
 PZ0466  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 PZ0466  DYNAMIC HT  -        1890.696 (meters)    6203.06  (feet)  COMP
 PZ0466  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 PZ0466
 PZ0466  VERT ORDER  -  SECOND    CLASS 0
 PZ0466
 PZ0466.The horizontal coordinates were scaled from a topographic map and have
 PZ0466.an estimated accuracy of +/- 6 seconds.
 PZ0466
 PZ0466.The orthometric height was determined by differential leveling
 PZ0466.and adjusted by the National Geodetic Survey in June 1991..
 PZ0466
 PZ0466.The geoid height was determined by GEOID03.
 PZ0466
 PZ0466.The dynamic height is computed by dividing the NAVD 88
 PZ0466.geopotential number by the normal gravity value computed on the
 PZ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0466.degrees latitude (g = 980.6199 gals.).
 PZ0466
 PZ0466.The modeled gravity was interpolated from observed gravity values.
 PZ0466
 PZ0466;                    North         East    Units  Estimated Accuracy
 PZ0466;SPC ID C     -   301,260.      520,450.      MT  (+/- 180 meters Scaled)
 PZ0466
 PZ0466                          SUPERSEDED SURVEY CONTROL
 PZ0466
 PZ0466  NGVD 29 (??/??/92) 1890.471  (m)         6202.32   (f) ADJ UNCH    2 0
 PZ0466
 PZ0466.Superseded values are not recommended for survey control.
 PZ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0466.See file dsdata.txt to determine how the superseded data were derived.
 PZ0466
 PZ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ814175(NAD 83)
 PZ0466_MARKER: DB = BENCH MARK DISK
 PZ0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0466_STAMPING: J 51 1948
 PZ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0466+STABILITY: SURFACE MOTION
 PZ0466
 PZ0466  HISTORY     - Date     Condition        Report By
 PZ0466  HISTORY     - 1948     MONUMENTED       CGS
 PZ0466
 PZ0466                          STATION DESCRIPTION
 PZ0466
 PZ0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0466'9.8 MI S FROM PATTERSON.
 PZ0466'8.2 MILES SOUTH ALONG THE PATTERSON ROAD FROM THE POST OFFICE AT
 PZ0466'PATTERSON, THENCE 1.6 MILES SOUTH ALONG THE DOUBLE SPRINGS ROAD, ABOUT
 PZ0466'12.5 MILES NORTH OF DOUBLE SPRINGS SUMMIT, ABOUT 1.6 MILES SOUTH OF
 PZ0466'THE Y INTERSECTION OF THE DOUBLE SPRINGS ROAD AND PAHSIMEROI ROAD,
 PZ0466'ABOUT 125 FEET WEST OF A SMALL DRAW, 62.0 FEET EAST OF THE CENTER LINE
 PZ0466'OF THE ROAD, 4.0 FEET NORTHWEST OF WITNESS POST, SET IN THE TOP OF A
 PZ0466'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0410 ***********************************************************************
 PZ0410  DESIGNATION -  J 52
 PZ0410  PID         -  PZ0410
 PZ0410  STATE/COUNTY-  ID/CUSTER
 PZ0410  USGS QUAD   -  MOFFETT SPRINGS (1987)
 PZ0410
 PZ0410                         *CURRENT SURVEY CONTROL
 PZ0410  ___________________________________________________________________
 PZ0410* NAD 83(1986)-  44 16 46.     (N)    113 27 50.     (W)     SCALED    
 PZ0410* NAVD 88     -      1983.966  (meters)    6509.06   (feet)  ADJUSTED  
 PZ0410  ___________________________________________________________________
 PZ0410  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 PZ0410  DYNAMIC HT  -        1982.777 (meters)    6505.16  (feet)  COMP
 PZ0410  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 PZ0410
 PZ0410  VERT ORDER  -  SECOND    CLASS 0
 PZ0410
 PZ0410.The horizontal coordinates were scaled from a topographic map and have
 PZ0410.an estimated accuracy of +/- 6 seconds.
 PZ0410
 PZ0410.The orthometric height was determined by differential leveling
 PZ0410.and adjusted by the National Geodetic Survey in June 1991..
 PZ0410
 PZ0410.The geoid height was determined by GEOID03.
 PZ0410
 PZ0410.The dynamic height is computed by dividing the NAVD 88
 PZ0410.geopotential number by the normal gravity value computed on the
 PZ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0410.degrees latitude (g = 980.6199 gals.).
 PZ0410
 PZ0410.The modeled gravity was interpolated from observed gravity values.
 PZ0410
 PZ0410;                    North         East    Units  Estimated Accuracy
 PZ0410;SPC ID C     -   290,380.      542,800.      MT  (+/- 180 meters Scaled)
 PZ0410
 PZ0410                          SUPERSEDED SURVEY CONTROL
 PZ0410
 PZ0410  NGVD 29 (??/??/92) 1982.625  (m)         6504.66   (f) ADJ UNCH    2 0
 PZ0410
 PZ0410.Superseded values are not recommended for survey control.
 PZ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0410.See file dsdata.txt to determine how the superseded data were derived.
 PZ0410
 PZ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ033058(NAD 83)
 PZ0410_MARKER: DB = BENCH MARK DISK
 PZ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0410_STAMPING: J 52 1948
 PZ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0410+STABILITY: SURFACE MOTION
 PZ0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0410+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 PZ0410
 PZ0410  HISTORY     - Date     Condition        Report By
 PZ0410  HISTORY     - 1948     MONUMENTED       CGS
 PZ0410  HISTORY     - 20020606 GOOD             IDTD
 PZ0410
 PZ0410                          STATION DESCRIPTION
 PZ0410
 PZ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0410'15.2 MI NW FROM CLYDE.
 PZ0410'15.2 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0410'CLYDE, ABOUT 0.4 MILE NORTHWEST OF A WOODEN BRIDGE OVER THE LITTLE
 PZ0410'LOST RIVER, AT THE SOUTHEAST END OF A TANGENT, 52.5 FEET NORTHEAST OF
 PZ0410'THE CENTER LINE OF THE ROAD, 4.4 FEET SOUTHEAST OF A WITNESS POST, SET
 PZ0410'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PZ0410
 PZ0410                          STATION RECOVERY (2002)
 PZ0410
 PZ0410'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JW)
 PZ0410'FROM THE PAHSIMEROI VALLEY ROAD CROSSING AT SUMMIT CREEK (N
 PZ0410'44-16-31.0, W 113-27-25.2 WGS 84), GO NW ON ROAD AND AROUND A CURVE TO
 PZ0410'THE LEFT FOR 0.757KM AND THE MARK ON THE RIGHT, 16.8M NE OF THE ROAD
 PZ0410'CENTER, 5.9M NE OF A FENCE LINE, 1.0M SW OF A WITNESS POST.  N
 PZ0410'44-16-46.292499, W 113-27-49.616017  (NAD 83, 1999)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0385 ***********************************************************************
 PZ0385  DESIGNATION -  J 53
 PZ0385  PID         -  PZ0385
 PZ0385  STATE/COUNTY-  ID/CUSTER
 PZ0385  USGS QUAD   -  BIG WINDY PEAK (1987)
 PZ0385
 PZ0385                         *CURRENT SURVEY CONTROL
 PZ0385  ___________________________________________________________________
 PZ0385* NAD 83(1986)-  44 15 12.     (N)    113 22 31.     (W)     SCALED    
 PZ0385* NAVD 88     -      1912.984  (meters)    6276.18   (feet)  ADJUSTED  
 PZ0385  ___________________________________________________________________
 PZ0385  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 PZ0385  DYNAMIC HT  -        1911.824 (meters)    6272.38  (feet)  COMP
 PZ0385  MODELED GRAV-     979,944.4   (mgal)                       NAVD 88
 PZ0385
 PZ0385  VERT ORDER  -  SECOND    CLASS 0
 PZ0385
 PZ0385.The horizontal coordinates were scaled from a topographic map and have
 PZ0385.an estimated accuracy of +/- 6 seconds.
 PZ0385
 PZ0385.The orthometric height was determined by differential leveling
 PZ0385.and adjusted by the National Geodetic Survey in June 1991..
 PZ0385
 PZ0385.The geoid height was determined by GEOID03.
 PZ0385
 PZ0385.The dynamic height is computed by dividing the NAVD 88
 PZ0385.geopotential number by the normal gravity value computed on the
 PZ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0385.degrees latitude (g = 980.6199 gals.).
 PZ0385
 PZ0385.The modeled gravity was interpolated from observed gravity values.
 PZ0385
 PZ0385;                    North         East    Units  Estimated Accuracy
 PZ0385;SPC ID C     -   287,530.      549,890.      MT  (+/- 180 meters Scaled)
 PZ0385
 PZ0385                          SUPERSEDED SURVEY CONTROL
 PZ0385
 PZ0385  NGVD 29 (??/??/92) 1911.634  (m)         6271.75   (f) ADJ UNCH    2 0
 PZ0385
 PZ0385.Superseded values are not recommended for survey control.
 PZ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0385.See file dsdata.txt to determine how the superseded data were derived.
 PZ0385
 PZ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ103027(NAD 83)
 PZ0385_MARKER: DB = BENCH MARK DISK
 PZ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0385_STAMPING: J 53 1948
 PZ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0385+STABILITY: SURFACE MOTION
 PZ0385
 PZ0385  HISTORY     - Date     Condition        Report By
 PZ0385  HISTORY     - 1948     MONUMENTED       CGS
 PZ0385
 PZ0385                          STATION DESCRIPTION
 PZ0385
 PZ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0385'6.6 MI S FROM FAIRVIEW G. S..
 PZ0385'6.6 MILES SOUTH ALONG THE SAWMILL CANYON ROAD FROM THE FAIRVIEW GUARD
 PZ0385'STATION, ABOUT 1.5 MILES NORTH OF THE Y INTERSECTION OF THE SAWMILL
 PZ0385'CANYON ROAD AND THE PAHSIMEROI ROAD, ABOUT 0.3 MILE SOUTH OF A BRIDGE
 PZ0385'OVER A DRY CREEK, 57.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 PZ0385'3.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PZ0385'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0544 ***********************************************************************
 OY0544  DESIGNATION -  J 54
 OY0544  PID         -  OY0544
 OY0544  STATE/COUNTY-  ID/BUTTE
 OY0544  USGS QUAD   -  HOWE NE (1969)
 OY0544
 OY0544                         *CURRENT SURVEY CONTROL
 OY0544  ___________________________________________________________________
 OY0544* NAD 83(1986)-  43 54 55.     (N)    113 06 50.     (W)     SCALED    
 OY0544* NAVD 88     -      1571.487  (meters)    5155.79   (feet)  ADJUSTED  
 OY0544  ___________________________________________________________________
 OY0544  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 OY0544  DYNAMIC HT  -        1570.630 (meters)    5152.98  (feet)  COMP
 OY0544  MODELED GRAV-     980,018.8   (mgal)                       NAVD 88
 OY0544
 OY0544  VERT ORDER  -  SECOND    CLASS 0
 OY0544
 OY0544.The horizontal coordinates were scaled from a topographic map and have
 OY0544.an estimated accuracy of +/- 6 seconds.
 OY0544
 OY0544.The orthometric height was determined by differential leveling
 OY0544.and adjusted by the National Geodetic Survey in June 1991..
 OY0544
 OY0544.The geoid height was determined by GEOID03.
 OY0544
 OY0544.The dynamic height is computed by dividing the NAVD 88
 OY0544.geopotential number by the normal gravity value computed on the
 OY0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0544.degrees latitude (g = 980.6199 gals.).
 OY0544
 OY0544.The modeled gravity was interpolated from observed gravity values.
 OY0544
 OY0544;                    North         East    Units  Estimated Accuracy
 OY0544;SPC ID C     -   250,160.      571,170.      MT  (+/- 180 meters Scaled)
 OY0544
 OY0544                          SUPERSEDED SURVEY CONTROL
 OY0544
 OY0544  NGVD 29 (??/??/92) 1570.355  (m)         5152.07   (f) ADJ UNCH    2 0
 OY0544
 OY0544.Superseded values are not recommended for survey control.
 OY0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0544.See file dsdata.txt to determine how the superseded data were derived.
 OY0544
 OY0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP302646(NAD 83)
 OY0544_MARKER: DB = BENCH MARK DISK
 OY0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0544_STAMPING: J 54 1948
 OY0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0544+STABILITY: SURFACE MOTION
 OY0544
 OY0544  HISTORY     - Date     Condition        Report By
 OY0544  HISTORY     - 1948     MONUMENTED       CGS
 OY0544
 OY0544                          STATION DESCRIPTION
 OY0544
 OY0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0544'10.4 MI NW FROM HOWE.
 OY0544'ABOUT 10.4 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE POST
 OY0544'OFFICE AT HOWE, ABOUT 0.4 MILE SOUTHEAST OF A SMALL WOODEN BRIDGE OVER
 OY0544'THE LITTLE LOST RIVER, 81.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 OY0544'PAHSIMEROI ROAD, 52.0 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK
 OY0544'ROAD LEADING EAST, 4.0 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 OY0544'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0561 ***********************************************************************
 OY0561  DESIGNATION -  J 55
 OY0561  PID         -  OY0561
 OY0561  STATE/COUNTY-  ID/CUSTER
 OY0561  USGS QUAD   -  METHODIST CREEK (1969)
 OY0561
 OY0561                         *CURRENT SURVEY CONTROL
 OY0561  ___________________________________________________________________
 OY0561* NAD 83(1986)-  43 54 29.     (N)    113 27 36.     (W)     SCALED    
 OY0561* NAVD 88     -      1803.687  (meters)    5917.60   (feet)  ADJUSTED  
 OY0561  ___________________________________________________________________
 OY0561  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OY0561  DYNAMIC HT  -        1802.575 (meters)    5913.95  (feet)  COMP
 OY0561  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 OY0561
 OY0561  VERT ORDER  -  SECOND    CLASS 0
 OY0561
 OY0561.The horizontal coordinates were scaled from a topographic map and have
 OY0561.an estimated accuracy of +/- 6 seconds.
 OY0561
 OY0561.The orthometric height was determined by differential leveling
 OY0561.and adjusted by the National Geodetic Survey in June 1991..
 OY0561
 OY0561.The geoid height was determined by GEOID03.
 OY0561
 OY0561.The dynamic height is computed by dividing the NAVD 88
 OY0561.geopotential number by the normal gravity value computed on the
 OY0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0561.degrees latitude (g = 980.6199 gals.).
 OY0561
 OY0561.The modeled gravity was interpolated from observed gravity values.
 OY0561
 OY0561;                    North         East    Units  Estimated Accuracy
 OY0561;SPC ID C     -   249,120.      543,380.      MT  (+/- 180 meters Scaled)
 OY0561
 OY0561                          SUPERSEDED SURVEY CONTROL
 OY0561
 OY0561  NGVD 29 (??/??/92) 1802.441  (m)         5913.51   (f) ADJ UNCH    2 0
 OY0561
 OY0561.Superseded values are not recommended for survey control.
 OY0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0561.See file dsdata.txt to determine how the superseded data were derived.
 OY0561
 OY0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP024646(NAD 83)
 OY0561_MARKER: DB = BENCH MARK DISK
 OY0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0561_STAMPING: J 55 1948
 OY0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0561+STABILITY: SURFACE MOTION
 OY0561
 OY0561  HISTORY     - Date     Condition        Report By
 OY0561  HISTORY     - 1948     MONUMENTED       CGS
 OY0561  HISTORY     - 20050609 MARK NOT FOUND   IDTD
 OY0561
 OY0561                          STATION DESCRIPTION
 OY0561
 OY0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0561'3.7 MI N FROM LESLIE.
 OY0561'ABOUT 3.7 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE POST OFFICE
 OY0561'AT LESLIE, ON THE SOUTH SLOPE OF A LONG GRADE, 43.0 FEET SOUTHEAST OF
 OY0561'THE CENTER LINE OF THE ROAD, 28.0 FEET WEST OF THE CENTER LINE OF A
 OY0561'DRAIN CANAL, 2.7 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 OY0561'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OY0561
 OY0561                          STATION RECOVERY (2005)
 OY0561
 OY0561'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (RLR)
 OY0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0365 ***********************************************************************
 PZ0365  DESIGNATION -  J 56
 PZ0365  PID         -  PZ0365
 PZ0365  STATE/COUNTY-  ID/LEMHI
 PZ0365  USGS QUAD   -  COAL KILN CANYON (1987)
 PZ0365
 PZ0365                         *CURRENT SURVEY CONTROL
 PZ0365  ___________________________________________________________________
 PZ0365* NAD 83(1986)-  44 21 51.     (N)    113 14 01.     (W)     SCALED    
 PZ0365* NAVD 88     -      2362.175  (meters)    7749.90   (feet)  ADJUSTED  
 PZ0365  ___________________________________________________________________
 PZ0365  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 PZ0365  DYNAMIC HT  -        2360.693 (meters)    7745.04  (feet)  COMP
 PZ0365  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 PZ0365
 PZ0365  VERT ORDER  -  SECOND    CLASS 0
 PZ0365
 PZ0365.The horizontal coordinates were scaled from a topographic map and have
 PZ0365.an estimated accuracy of +/- 6 seconds.
 PZ0365
 PZ0365.The orthometric height was determined by differential leveling
 PZ0365.and adjusted by the National Geodetic Survey in June 1991..
 PZ0365
 PZ0365.The geoid height was determined by GEOID03.
 PZ0365
 PZ0365.The dynamic height is computed by dividing the NAVD 88
 PZ0365.geopotential number by the normal gravity value computed on the
 PZ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0365.degrees latitude (g = 980.6199 gals.).
 PZ0365
 PZ0365.The modeled gravity was interpolated from observed gravity values.
 PZ0365
 PZ0365;                    North         East    Units  Estimated Accuracy
 PZ0365;SPC ID C     -   299,940.      561,090.      MT  (+/- 180 meters Scaled)
 PZ0365
 PZ0365                          SUPERSEDED SURVEY CONTROL
 PZ0365
 PZ0365  NGVD 29 (??/??/92) 2360.767  (m)         7745.28   (f) ADJ UNCH    2 0
 PZ0365
 PZ0365.Superseded values are not recommended for survey control.
 PZ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0365.See file dsdata.txt to determine how the superseded data were derived.
 PZ0365
 PZ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ220147(NAD 83)
 PZ0365_MARKER: DB = BENCH MARK DISK
 PZ0365_SETTING: 80 = SET IN A BOULDER
 PZ0365_SP_SET: BOULDER
 PZ0365_STAMPING: J 56 1948
 PZ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0365+STABILITY: SURFACE MOTION
 PZ0365
 PZ0365  HISTORY     - Date     Condition        Report By
 PZ0365  HISTORY     - 1948     MONUMENTED       CGS
 PZ0365  HISTORY     - 1983     GOOD             USGS
 PZ0365
 PZ0365                          STATION DESCRIPTION
 PZ0365
 PZ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0365'10.3 MI S FROM GILMORE.
 PZ0365'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 PZ0365'GILMORE, THENCE 3.0 MILES WEST ALONG THE SPRING CANYON ROAD, AT THE
 PZ0365'INTERSECTION OF THE SPRING CANYON ROAD AND BIRCH CREEK TRAIL, ABOUT
 PZ0365'165 FEET NORTHEAST OF THE NORTHEAST CORNER OF A DESERTED LOG CABIN,
 PZ0365'61.5 FEET SOUTH OF THE CENTER LINE OF THE SPRING CANYON ROAD, 42.0
 PZ0365'FEET SOUTH OF THE SOUTH BANK OF A DRY WASH, IN LINE WITH THE CENTER
 PZ0365'LINE OF THE PROLONGATION OF THE BIRCH CREEK TRAIL, SET IN THE TOP OF A
 PZ0365'PROMINENT BOULDER PROJECTING 1.7 FEET ABOVE THE GROUND.
 PZ0365
 PZ0365                          STATION RECOVERY (1983)
 PZ0365
 PZ0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0365'22.9 MILES SOUTH OF THE POST OFFICE AT LEADORE ALONG STATE HWY 28,
 PZ0365'THENCE 3.0 MILES WEST ALONG SPRING MTN. CANYON RD. ABOUT 67 FT. SOUTH
 PZ0365'OF THE RD. 42 FT. SOUTH OF THE SOUTH BANK OF A DRY WASH, ABOUT 300
 PZ0365'FT. WEST AND IN LINE WITH AN OLD Y-RD. SOUTHEAST.A STANDARD DISK
 PZ0365'STAMPED "J 56 1948" AND SET IN TOP OF A PROMINENT BOUDLER PROJECTING
 PZ0365'1.7 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0470 ***********************************************************************
 OY0470  DESIGNATION -  J 57
 OY0470  PID         -  OY0470
 OY0470  STATE/COUNTY-  ID/JEFFERSON
 OY0470  USGS QUAD   -  MONTEVIEW (1969)
 OY0470
 OY0470                         *CURRENT SURVEY CONTROL
 OY0470  ___________________________________________________________________
 OY0470* NAD 83(1986)-  43 54 06.     (N)    112 35 37.     (W)     SCALED    
 OY0470* NAVD 88     -      1464.673  (meters)    4805.35   (feet)  ADJUSTED  
 OY0470  ___________________________________________________________________
 OY0470  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 OY0470  DYNAMIC HT  -        1463.956 (meters)    4803.00  (feet)  COMP
 OY0470  MODELED GRAV-     980,077.9   (mgal)                       NAVD 88
 OY0470
 OY0470  VERT ORDER  -  SECOND    CLASS 0
 OY0470
 OY0470.The horizontal coordinates were scaled from a topographic map and have
 OY0470.an estimated accuracy of +/- 6 seconds.
 OY0470
 OY0470.The orthometric height was determined by differential leveling
 OY0470.and adjusted by the National Geodetic Survey in June 1991..
 OY0470
 OY0470.The geoid height was determined by GEOID03.
 OY0470
 OY0470.The dynamic height is computed by dividing the NAVD 88
 OY0470.geopotential number by the normal gravity value computed on the
 OY0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0470.degrees latitude (g = 980.6199 gals.).
 OY0470
 OY0470.The modeled gravity was interpolated from observed gravity values.
 OY0470
 OY0470;                    North         East    Units  Estimated Accuracy
 OY0470;SPC ID E     -   248,360.      165,700.      MT  (+/- 180 meters Scaled)
 OY0470
 OY0470                          SUPERSEDED SURVEY CONTROL
 OY0470
 OY0470  NGVD 29 (??/??/92) 1463.599  (m)         4801.82   (f) ADJ UNCH    2 0
 OY0470
 OY0470.Superseded values are not recommended for survey control.
 OY0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0470.See file dsdata.txt to determine how the superseded data were derived.
 OY0470
 OY0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP720621(NAD 83)
 OY0470_MARKER: DB = BENCH MARK DISK
 OY0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0470_STAMPING: J 57 1948
 OY0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0470+STABILITY: SURFACE MOTION
 OY0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0470+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 OY0470
 OY0470  HISTORY     - Date     Condition        Report By
 OY0470  HISTORY     - 1948     MONUMENTED       CGS
 OY0470  HISTORY     - 20010522 GOOD             IDTD
 OY0470
 OY0470                          STATION DESCRIPTION
 OY0470
 OY0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0470'8.9 MI NW FROM TERRETON.
 OY0470'ABOUT 8.9 MILES NORTHWEST ALONG STATE HIGHWAY NO. 28 FROM THE POST
 OY0470'OFFICE AT TERRETON, AT THE SUMMIT OF A SMALL RISE, 89.0 FEET SOUTHWEST
 OY0470'OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET EAST OF A WITNESS POST,
 OY0470'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 OY0470'GROUND.
 OY0470
 OY0470                          STATION RECOVERY (2001)
 OY0470
 OY0470'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (JW)
 OY0470'FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 33, WEST OF MUD LAKE,
 OY0470'PROCEED NORTHWEST ON SH-28 FOR 6.332 MILES TO MILEPOST 16.676 AND THE
 OY0470'MARK ON THE LEFT. THE MARK IS 1.0 METERS NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0496 ***********************************************************************
 OY0496  DESIGNATION -  J 58
 OY0496  PID         -  OY0496
 OY0496  STATE/COUNTY-  ID/BUTTE
 OY0496  USGS QUAD   -  BUTTE CITY (1972)
 OY0496
 OY0496                         *CURRENT SURVEY CONTROL
 OY0496  ___________________________________________________________________
 OY0496* NAD 83(1986)-  43 35 52.     (N)    113 14 46.     (W)     SCALED    
 OY0496* NAVD 88     -      1617.688  (meters)    5307.36   (feet)  ADJUSTED  
 OY0496  ___________________________________________________________________
 OY0496  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 OY0496  DYNAMIC HT  -        1616.789 (meters)    5304.42  (feet)  COMP
 OY0496  MODELED GRAV-     980,006.2   (mgal)                       NAVD 88
 OY0496
 OY0496  VERT ORDER  -  FIRST     CLASS II
 OY0496
 OY0496.The horizontal coordinates were scaled from a topographic map and have
 OY0496.an estimated accuracy of +/- 6 seconds.
 OY0496
 OY0496.The orthometric height was determined by differential leveling
 OY0496.and adjusted by the National Geodetic Survey in June 1991..
 OY0496
 OY0496.The geoid height was determined by GEOID03.
 OY0496
 OY0496.The dynamic height is computed by dividing the NAVD 88
 OY0496.geopotential number by the normal gravity value computed on the
 OY0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0496.degrees latitude (g = 980.6199 gals.).
 OY0496
 OY0496.The modeled gravity was interpolated from observed gravity values.
 OY0496
 OY0496;                    North         East    Units  Estimated Accuracy
 OY0496;SPC ID C     -   214,780.      560,870.      MT  (+/- 180 meters Scaled)
 OY0496
 OY0496                          SUPERSEDED SURVEY CONTROL
 OY0496
 OY0496  NGVD 29 (08/20/92) 1616.600  (m)         5303.80   (f) ADJUSTED    1 2
 OY0496
 OY0496.Superseded values are not recommended for survey control.
 OY0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0496.See file dsdata.txt to determine how the superseded data were derived.
 OY0496
 OY0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP187296(NAD 83)
 OY0496_MARKER: DB = BENCH MARK DISK
 OY0496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OY0496_SP_SET: HEADWALL
 OY0496_STAMPING: J 58 1948
 OY0496_MARK LOGO: CGS   
 OY0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0496+STABILITY: SURFACE MOTION
 OY0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0496+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0496
 OY0496  HISTORY     - Date     Condition        Report By
 OY0496  HISTORY     - 1948     MONUMENTED       CGS
 OY0496  HISTORY     - 19920619 GOOD             NGS
 OY0496
 OY0496                          STATION DESCRIPTION
 OY0496
 OY0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0496'4.3 MI SE FROM ARCO.
 OY0496'ABOUT 4.3 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OY0496'THE STATION AT ARCO, AT RAILROAD CULVERT NO.55.20, ABOUT 0.2 MILE
 OY0496'NORTHWEST OF MILEPOST NO.55, 12.5 FEET SOUTHWEST OF THE SOUTHWEST
 OY0496'RAIL, SET IN THE TOP AND AT THE NORTHWEST END OF THE SOUTHWEST
 OY0496'CONCRETE HEADWALL OF A LARGE RAILROAD CULVERT.
 OY0496
 OY0496                          STATION RECOVERY (1992)
 OY0496
 OY0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0496'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0496'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.9 KM (1.20 MI)
 OY0496'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, IN TOP OF AND 0.5 M
 OY0496'(1.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 OY0496'HEADWALL OF A CULVERT, 3.7 M (12.1 FT) SOUTHWEST OF THE NEAR RAIL,
 OY0496'AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0265 ***********************************************************************
 QB0265  DESIGNATION -  J 6
 QB0265  PID         -  QB0265
 QB0265  STATE/COUNTY-  ID/WASHINGTON
 QB0265  USGS QUAD   -  OLDS FERRY SE (1952)
 QB0265
 QB0265                         *CURRENT SURVEY CONTROL
 QB0265  ___________________________________________________________________
 QB0265* NAD 83(1986)-  44 16 50.     (N)    117 05 55.     (W)     SCALED    
 QB0265* NAVD 88     -       640.516  (meters)    2101.43   (feet)  ADJUSTED  
 QB0265  ___________________________________________________________________
 QB0265  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 QB0265  DYNAMIC HT  -         640.354 (meters)    2100.89  (feet)  COMP
 QB0265  MODELED GRAV-     980,344.0   (mgal)                       NAVD 88
 QB0265
 QB0265  VERT ORDER  -  FIRST     CLASS II
 QB0265
 QB0265.The horizontal coordinates were scaled from a topographic map and have
 QB0265.an estimated accuracy of +/- 6 seconds.
 QB0265
 QB0265.The orthometric height was determined by differential leveling
 QB0265.and adjusted by the National Geodetic Survey in June 1991..
 QB0265
 QB0265.The geoid height was determined by GEOID03.
 QB0265
 QB0265.The dynamic height is computed by dividing the NAVD 88
 QB0265.geopotential number by the normal gravity value computed on the
 QB0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0265.degrees latitude (g = 980.6199 gals.).
 QB0265
 QB0265.The modeled gravity was interpolated from observed gravity values.
 QB0265
 QB0265;                    North         East    Units  Estimated Accuracy
 QB0265;SPC ID W     -   291,250.      692,350.      MT  (+/- 180 meters Scaled)
 QB0265
 QB0265                          SUPERSEDED SURVEY CONTROL
 QB0265
 QB0265  NGVD 29 (??/??/92)  639.553  (m)         2098.27   (f) ADJ UNCH    1 2
 QB0265
 QB0265.Superseded values are not recommended for survey control.
 QB0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0265.See file dsdata.txt to determine how the superseded data were derived.
 QB0265
 QB0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK921030(NAD 83)
 QB0265_MARKER: P = PIPE CAP
 QB0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB0265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QB0265_STAMPING: 2098.670
 QB0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0265
 QB0265  HISTORY     - Date     Condition        Report By
 QB0265  HISTORY     - UNK      MONUMENTED       CGS
 QB0265  HISTORY     - 1945     GOOD             NGS
 QB0265
 QB0265                          STATION DESCRIPTION
 QB0265
 QB0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0265'6.6 MI W FROM WEISER.
 QB0265'BENCH MARK IS 6.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 QB0265'STATION AT WEISER, 0.7 MILE WEST OF EATON SCHOOL, 43.0 FEET SOUTH OF
 QB0265'SOUTH RAIL, 16.0 FEET WEST OF FOURTH POLE EAST OF MILE POST 523, 5.7
 QB0265'FEET NORTH OF RIGHT-OF-WAY FENCE, 1.5 FOOT WEST OF A 4X4 INCH WOODEN
 QB0265'MARKER POST.  A BRONZE CAP SCREWED ON A THREE INCH IRON PIPE INCASED
 QB0265'IN CONCRETE AND PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0326 ***********************************************************************
 RY0326  DESIGNATION -  J 60
 RY0326  PID         -  RY0326
 RY0326  STATE/COUNTY-  ID/IDAHO
 RY0326  USGS QUAD   -  COOLWATER MOUNTAIN (1994)
 RY0326
 RY0326                         *CURRENT SURVEY CONTROL
 RY0326  ___________________________________________________________________
 RY0326* NAD 83(1986)-  46 14 03.     (N)    115 24 22.     (W)     SCALED    
 RY0326* NAVD 88     -       539.985  (meters)    1771.60   (feet)  ADJUSTED  
 RY0326  ___________________________________________________________________
 RY0326  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RY0326  DYNAMIC HT  -         539.888 (meters)    1771.28  (feet)  COMP
 RY0326  MODELED GRAV-     980,421.4   (mgal)                       NAVD 88
 RY0326
 RY0326  VERT ORDER  -  FIRST     CLASS II
 RY0326
 RY0326.The horizontal coordinates were scaled from a topographic map and have
 RY0326.an estimated accuracy of +/- 6 seconds.
 RY0326
 RY0326.The orthometric height was determined by differential leveling
 RY0326.and adjusted by the National Geodetic Survey in June 1991..
 RY0326.WARNING-Repeat measurements at this control monument indicate possible
 RY0326.vertical movement.
 RY0326
 RY0326.The geoid height was determined by GEOID03.
 RY0326
 RY0326.The dynamic height is computed by dividing the NAVD 88
 RY0326.geopotential number by the normal gravity value computed on the
 RY0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0326.degrees latitude (g = 980.6199 gals.).
 RY0326
 RY0326.The modeled gravity was interpolated from observed gravity values.
 RY0326
 RY0326;                    North         East    Units  Estimated Accuracy
 RY0326;SPC ID W     -   507,530.      826,520.      MT  (+/- 180 meters Scaled)
 RY0326
 RY0326                          SUPERSEDED SURVEY CONTROL
 RY0326
 RY0326  NGVD 29 (??/??/92)  538.860  (m)         1767.91   (f) ADJ UNCH    1 2
 RY0326
 RY0326.Superseded values are not recommended for survey control.
 RY0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0326.See file dsdata.txt to determine how the superseded data were derived.
 RY0326
 RY0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM228213(NAD 83)
 RY0326_MARKER: DB = BENCH MARK DISK
 RY0326_SETTING: 66 = SET IN ROCK OUTCROP
 RY0326_SP_SET: OUTCROP
 RY0326_STAMPING: J 60 1950
 RY0326_MARK LOGO: CGS   
 RY0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0326+STABILITY: POSITION/ELEVATION WELL
 RY0326
 RY0326  HISTORY     - Date     Condition        Report By
 RY0326  HISTORY     - 1950     MONUMENTED       CGS
 RY0326  HISTORY     - 1965     MARK NOT FOUND   USGS
 RY0326  HISTORY     - 1980     GOOD             NGS
 RY0326
 RY0326                          STATION DESCRIPTION
 RY0326
 RY0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0326'14.8 MI NE FROM LOWELL.
 RY0326'14.8 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF
 RY0326'THE STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, 0.1 MILE NORTHEAST
 RY0326'OF A POINT IN THE HIGHWAY DIRECTLY ACROSS THE RIVER FROM THE MOUTH OF
 RY0326'SPLIT CREEK, IN THE TOP OF A LARGE BLACK OUTCROP, 63 FEET WEST OF A
 RY0326'24-INCH CEDAR TREE, 23 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 RY0326'HIGHWAY, ABOUT 4 1/2 FEET HIGHER THAN THE HIGHWAY, AND MARKED BY A
 RY0326'PAINTED B M.
 RY0326
 RY0326                          STATION RECOVERY (1965)
 RY0326
 RY0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RY0326'MARK NOT FOUND.
 RY0326
 RY0326                          STATION RECOVERY (1980)
 RY0326
 RY0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0326'15.7 KILOMETERS (9.75 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0326'LOCHSA RANGER STATION, 0.2 KILOMETER (0.1 MILE) NORTHEAST OF THE
 RY0326'MOUTH OF SPLIT CREEK, SET IN TOP OF A FLAT-TOPPED OUTCROP, 46.0 METERS
 RY0326'(151 FEET) SOUTHWEST ACROSS THE HIGHWAY FROM MILEPOST 112, 12.8 METERS
 RY0326'(42.0 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.0 METERS
 RY0326'(36.1 FEET) SOUTHWEST OF A 15-CENTIMETER (6-INCH) DIAMETER LONE
 RY0326'PONDEROSA PINE TREE, 7.3 METERS (24.0 FEET) NORTHWEST OF THE TOP
 RY0326'CENTER OF THE NORTHWEST END OF A 45-CENTIMETER (18-INCH) DIAMETER
 RY0326'STEEL PIPE CULVERT UNDER THE HIGHWAY.
 RY0326'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 RY0326'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0289 ***********************************************************************
 RY0289  DESIGNATION -  J 61
 RY0289  PID         -  RY0289
 RY0289  STATE/COUNTY-  ID/IDAHO
 RY0289  USGS QUAD   -  LIZ BUTTE (1994)
 RY0289
 RY0289                         *CURRENT SURVEY CONTROL
 RY0289  ___________________________________________________________________
 RY0289* NAD 83(1986)-  46 23 28.     (N)    115 18 54.     (W)     SCALED    
 RY0289* NAVD 88     -      1473.562  (meters)    4834.51   (feet)  ADJUSTED  
 RY0289  ___________________________________________________________________
 RY0289  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 RY0289  DYNAMIC HT  -        1473.177 (meters)    4833.25  (feet)  COMP
 RY0289  MODELED GRAV-     980,301.2   (mgal)                       NAVD 88
 RY0289
 RY0289  VERT ORDER  -  FIRST     CLASS II
 RY0289
 RY0289.The horizontal coordinates were scaled from a topographic map and have
 RY0289.an estimated accuracy of +/- 6 seconds.
 RY0289
 RY0289.The orthometric height was determined by differential leveling
 RY0289.and adjusted by the National Geodetic Survey in June 1991..
 RY0289
 RY0289.The geoid height was determined by GEOID03.
 RY0289
 RY0289.The dynamic height is computed by dividing the NAVD 88
 RY0289.geopotential number by the normal gravity value computed on the
 RY0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0289.degrees latitude (g = 980.6199 gals.).
 RY0289
 RY0289.The modeled gravity was interpolated from observed gravity values.
 RY0289
 RY0289;                    North         East    Units  Estimated Accuracy
 RY0289;SPC ID W     -   525,000.      833,460.      MT  (+/- 180 meters Scaled)
 RY0289
 RY0289                          SUPERSEDED SURVEY CONTROL
 RY0289
 RY0289  NGVD 29 (??/??/92) 1472.344  (m)         4830.52   (f) ADJ UNCH    1 2
 RY0289
 RY0289.Superseded values are not recommended for survey control.
 RY0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0289.See file dsdata.txt to determine how the superseded data were derived.
 RY0289
 RY0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM295388(NAD 83)
 RY0289_MARKER: DB = BENCH MARK DISK
 RY0289_SETTING: 80 = SET IN A BOULDER
 RY0289_STAMPING: J 61 1950
 RY0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0289+STABILITY: SURFACE MOTION
 RY0289
 RY0289  HISTORY     - Date     Condition        Report By
 RY0289  HISTORY     - 1950     MONUMENTED       CGS
 RY0289
 RY0289                          STATION DESCRIPTION
 RY0289
 RY0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0289'5.1 MI N FROM LOCHSA RANGER STATION.
 RY0289'1.3 MILES EAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER STATION,
 RY0289'THENCE 3.8 MILES NORTH ALONG FOREST SERVICE TRAIL NO. 203, AT A POINT
 RY0289'WHERE THE TRAIL CROSSES A SMALL STREAM, 27 FEET SOUTHEAST OF THE
 RY0289'APPROXIMATE CENTER OF THE STREAM, 14 1/2 FEET SOUTHEAST OF THE TRAIL,
 RY0289'ABOUT 12 FEET HIGHER THAN THE TRAIL, IN THE TOP OF A LARGE BOULDER,
 RY0289'AND MARKED BY A PAINTED B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0243 ***********************************************************************
 RY0243  DESIGNATION -  J 62
 RY0243  PID         -  RY0243
 RY0243  STATE/COUNTY-  ID/IDAHO
 RY0243  USGS QUAD   -  ROCKY POINT (1994)
 RY0243
 RY0243                         *CURRENT SURVEY CONTROL
 RY0243  ___________________________________________________________________
 RY0243* NAD 83(1986)-  46 34 12.     (N)    114 37 56.     (W)     SCALED    
 RY0243* NAVD 88     -      1160.328  (meters)    3806.84   (feet)  ADJUSTED  
 RY0243  ___________________________________________________________________
 RY0243  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 RY0243  DYNAMIC HT  -        1160.014 (meters)    3805.81  (feet)  COMP
 RY0243  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 RY0243
 RY0243  VERT ORDER  -  FIRST     CLASS II
 RY0243
 RY0243.The horizontal coordinates were scaled from a topographic map and have
 RY0243.an estimated accuracy of +/- 6 seconds.
 RY0243
 RY0243.The orthometric height was determined by differential leveling
 RY0243.and adjusted by the National Geodetic Survey in June 1991..
 RY0243
 RY0243.The geoid height was determined by GEOID03.
 RY0243
 RY0243.The dynamic height is computed by dividing the NAVD 88
 RY0243.geopotential number by the normal gravity value computed on the
 RY0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0243.degrees latitude (g = 980.6199 gals.).
 RY0243
 RY0243.The modeled gravity was interpolated from observed gravity values.
 RY0243
 RY0243;                    North         East    Units  Estimated Accuracy
 RY0243;SPC ID W     -   545,400.      885,690.      MT  (+/- 180 meters Scaled)
 RY0243
 RY0243                          SUPERSEDED SURVEY CONTROL
 RY0243
 RY0243  NGVD 29 (??/??/92) 1159.108  (m)         3802.84   (f) ADJ UNCH    1 2
 RY0243
 RY0243.Superseded values are not recommended for survey control.
 RY0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0243.See file dsdata.txt to determine how the superseded data were derived.
 RY0243
 RY0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM814601(NAD 83)
 RY0243_MARKER: DB = BENCH MARK DISK
 RY0243_SETTING: 80 = SET IN A BOULDER
 RY0243_STAMPING: J 62 1950
 RY0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0243+STABILITY: SURFACE MOTION
 RY0243
 RY0243  HISTORY     - Date     Condition        Report By
 RY0243  HISTORY     - 1950     MONUMENTED       CGS
 RY0243  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0243  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0243
 RY0243                          STATION DESCRIPTION
 RY0243
 RY0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0243'7.8 MI NE FROM POWELL RANGER STATION.
 RY0243'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0243'STATION, THENCE 6.9 MILES NORTHEAST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0243'AT THE EAST END OF A SMALL GRASSY CLEARING, IN THE TOP OF A GRANITE
 RY0243'BOULDER WHICH PROJECTS 1 FOOT ABOVE THE GROUND, ABOUT 45 YARDS NORTH
 RY0243'OF THE NORTH BANK OF CROOKED FORK CREEK, ABOUT 40 YARDS SOUTHWEST OF A
 RY0243'CURVE, 40.2 FEET WEST OF A TELEPHONE POLE, 36 1/2 FEET NORTHEAST OF A
 RY0243'20-INCH CEDAR TREE SUPPORTING A TELEPHONE LINE, 14 FEET SOUTH OF THE
 RY0243'CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 RY0243
 RY0243                          STATION RECOVERY (1964)
 RY0243
 RY0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0243'MARK NOT FOUND.
 RY0243
 RY0243                          STATION RECOVERY (1980)
 RY0243
 RY0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0243'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0303 ***********************************************************************
 RY0303  DESIGNATION -  J 63
 RY0303  PID         -  RY0303
 RY0303  STATE/COUNTY-  ID/IDAHO
 RY0303  USGS QUAD   -  HOLLY CREEK (1994)
 RY0303
 RY0303                         *CURRENT SURVEY CONTROL
 RY0303  ___________________________________________________________________
 RY0303* NAD 83(1986)-  46 23 39.     (N)    115 12 49.     (W)     SCALED    
 RY0303* NAVD 88     -       722.543  (meters)    2370.54   (feet)  POSTED    
 RY0303  ___________________________________________________________________
 RY0303  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RY0303  DYNAMIC HT  -         722.420 (meters)    2370.14  (feet)  COMP
 RY0303  MODELED GRAV-     980,428.1   (mgal)                       NAVD 88
 RY0303
 RY0303  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0303
 RY0303.The horizontal coordinates were scaled from a topographic map and have
 RY0303.an estimated accuracy of +/- 6 seconds.
 RY0303
 RY0303.The orthometric height was determined by differential leveling
 RY0303.and adjusted by the National Geodetic Survey in 1992..
 RY0303.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0303.rate of 1.1 thru 2.0 mm/km.
 RY0303
 RY0303.The geoid height was determined by GEOID03.
 RY0303
 RY0303.The dynamic height is computed by dividing the NAVD 88
 RY0303.geopotential number by the normal gravity value computed on the
 RY0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0303.degrees latitude (g = 980.6199 gals.).
 RY0303
 RY0303.The modeled gravity was interpolated from observed gravity values.
 RY0303
 RY0303;                    North         East    Units  Estimated Accuracy
 RY0303;SPC ID W     -   525,390.      841,250.      MT  (+/- 180 meters Scaled)
 RY0303
 RY0303                          SUPERSEDED SURVEY CONTROL
 RY0303
 RY0303  NGVD 29 (??/??/92)  721.420  (m)         2366.86   (f) ADJ UNCH    1 2
 RY0303
 RY0303.Superseded values are not recommended for survey control.
 RY0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0303.See file dsdata.txt to determine how the superseded data were derived.
 RY0303
 RY0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM373393(NAD 83)
 RY0303_MARKER: DB = BENCH MARK DISK
 RY0303_SETTING: 80 = SET IN A BOULDER
 RY0303_STAMPING: J 63 1950
 RY0303_MARK LOGO: CGS   
 RY0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0303+STABILITY: SURFACE MOTION
 RY0303
 RY0303  HISTORY     - Date     Condition        Report By
 RY0303  HISTORY     - 1950     MONUMENTED       CGS
 RY0303  HISTORY     - 1962     MARK NOT FOUND   NGS
 RY0303  HISTORY     - 1966     MARK NOT FOUND   USGS
 RY0303  HISTORY     - 1980     GOOD             NGS
 RY0303
 RY0303                          STATION DESCRIPTION
 RY0303
 RY0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RY0303'9.0 MI NE FROM LOCHSA RANGER STATION.
 RY0303'9.0 MILES NORTHEAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER
 RY0303'STATION, 0.7 MILE SOUTH OF CASTLE CREEK, 0.3 MILE NORTHEAST OF A SMALL
 RY0303'STREAM, 44 FEET NORTH OF A LONE 10-INCH RED FIR TREE, IN THE TOP OF A
 RY0303'LARGE BOULDER ON THE NORTHWEST BANK OF THE RIVER, 4 FEET HIGHER THAN
 RY0303'THE RIVER AT LOW WATER, AND MARKED BY A PAINTED B M.
 RY0303
 RY0303                          STATION RECOVERY (1966)
 RY0303
 RY0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RY0303'MARK NOT FOUND.
 RY0303
 RY0303                          STATION RECOVERY (1980)
 RY0303
 RY0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0303'13.7 KILOMETERS (8.55 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0303'THE LOCHSA RANGER STATION, 0.2 KILOMETER (0.1 MILE) SOUTHWEST OF
 RY0303'HIGHWAY MILEPOST 130, AT THE U.S. FOREST SERVICE GREEN FLAT
 RY0303'CAMPGROUND, SET IN TOP OF A 1.0 X 1.5 METER (3 X 5 FOOT) GRANITE
 RY0303'BOULDER ON THE NORTHWEST BANK OF THE LOCHSA RIVER, 14.2 METERS (46.6
 RY0303'FEET) SOUTHEAST OF THE SOUTH CORNER OF THE NORTH ONE OF TWO WOODEN
 RY0303'LATRINES FOR THE LOWER CAMPGROUND, 13.4 METERS (44.0 FEET) NORTH OF
 RY0303'A 45-CENTIMETER (18-INCH) DIAMETER GRAND FIR TREE ON THE RIVER BANK,
 RY0303'7.1 METERS (23.5 FEET) SOUTHEAST OF THE TOP EDGE OF THE RIVER BANK,
 RY0303'1.1 METERS (3.6 FEET) NORTHWEST OF THE SOUTHEAST EDGE OF THE BOULDER,
 RY0303'0.4 METER (1.3 FEET) SOUTHEAST OF THE TOP EDGE OF THE BOULDER.
 RY0303'NOTE--NOT LEVELED THIS SURVEY, UNDER WATER.
 RY0303'THE MARK IS 2.4 M BELOW THE TOP OF THE RIVER BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0610 ***********************************************************************
 NV0610  DESIGNATION -  J 66
 NV0610  PID         -  NV0610
 NV0610  STATE/COUNTY-  ID/OWYHEE
 NV0610  USGS QUAD   -  MURPHY HOT SPRINGS (1979)
 NV0610
 NV0610                         *CURRENT SURVEY CONTROL
 NV0610  ___________________________________________________________________
 NV0610* NAD 83(1986)-  42 04 29.     (N)    115 15 53.     (W)     SCALED    
 NV0610* NAVD 88     -      1720.852  (meters)    5645.83   (feet)  ADJUSTED  
 NV0610  ___________________________________________________________________
 NV0610  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 NV0610  DYNAMIC HT  -        1719.598 (meters)    5641.71  (feet)  COMP
 NV0610  MODELED GRAV-     979,831.9   (mgal)                       NAVD 88
 NV0610
 NV0610  VERT ORDER  -  SECOND    CLASS 0
 NV0610
 NV0610.The horizontal coordinates were scaled from a topographic map and have
 NV0610.an estimated accuracy of +/- 6 seconds.
 NV0610
 NV0610.The orthometric height was determined by differential leveling
 NV0610.and adjusted by the National Geodetic Survey in June 1991..
 NV0610
 NV0610.The geoid height was determined by GEOID03.
 NV0610
 NV0610.The dynamic height is computed by dividing the NAVD 88
 NV0610.geopotential number by the normal gravity value computed on the
 NV0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0610.degrees latitude (g = 980.6199 gals.).
 NV0610
 NV0610.The modeled gravity was interpolated from observed gravity values.
 NV0610
 NV0610;                    North         East    Units  Estimated Accuracy
 NV0610;SPC ID W     -    45,430.      840,160.      MT  (+/- 180 meters Scaled)
 NV0610
 NV0610                          SUPERSEDED SURVEY CONTROL
 NV0610
 NV0610  NGVD 29 (??/??/92) 1719.706  (m)         5642.07   (f) ADJ UNCH    2 0
 NV0610
 NV0610.Superseded values are not recommended for survey control.
 NV0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0610.See file dsdata.txt to determine how the superseded data were derived.
 NV0610
 NV0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG435595(NAD 83)
 NV0610_MARKER: DB = BENCH MARK DISK
 NV0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0610_STAMPING: J 66 1934
 NV0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0610+STABILITY: SURFACE MOTION
 NV0610
 NV0610  HISTORY     - Date     Condition        Report By
 NV0610  HISTORY     - 1934     MONUMENTED       CGS
 NV0610  HISTORY     - 1974     MARK NOT FOUND   USGS
 NV0610
 NV0610                          STATION DESCRIPTION
 NV0610
 NV0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0610'6.5 MI S FROM THREE CREEK.
 NV0610'6.5 MILES SOUTH ALONG THE ROAD LEADING TO JARBIDGE, NEVADA, FROM THE
 NV0610'POST OFFICE AT THREE CREEK, OWYHEE COUNTY, 318 FEET NORTHWEST OF A
 NV0610'2-BY-2-FOOT WOODEN CULVERT, AND 35 FEET SOUTHWEST OF THE CENTERLINE OF
 NV0610'THE ROAD.  A STANDARD DISK, STAMPED J 66 1934 AND SET IN THE TOP OF A
 NV0610'CONCRETE POST.
 NV0610
 NV0610                          STATION RECOVERY (1974)
 NV0610
 NV0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0166 ***********************************************************************
 NV0166  DESIGNATION -  J 67
 NV0166  PID         -  NV0166
 NV0166  STATE/COUNTY-  ID/TWIN FALLS
 NV0166  USGS QUAD   -  METEOR (1978)
 NV0166
 NV0166                         *CURRENT SURVEY CONTROL
 NV0166  ___________________________________________________________________
 NV0166* NAD 83(1986)-  42 02 17.     (N)    114 40 36.     (W)     SCALED    
 NV0166* NAVD 88     -      1666.943  (meters)    5468.96   (feet)  ADJUSTED  
 NV0166  ___________________________________________________________________
 NV0166  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 NV0166  DYNAMIC HT  -        1665.768 (meters)    5465.11  (feet)  COMP
 NV0166  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 NV0166
 NV0166  VERT ORDER  -  SECOND    CLASS 0
 NV0166
 NV0166.The horizontal coordinates were scaled from a topographic map and have
 NV0166.an estimated accuracy of +/- 6 seconds.
 NV0166
 NV0166.The orthometric height was determined by differential leveling
 NV0166.and adjusted by the National Geodetic Survey in June 1991..
 NV0166
 NV0166.The geoid height was determined by GEOID03.
 NV0166
 NV0166.The dynamic height is computed by dividing the NAVD 88
 NV0166.geopotential number by the normal gravity value computed on the
 NV0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0166.degrees latitude (g = 980.6199 gals.).
 NV0166
 NV0166.The modeled gravity was interpolated from observed gravity values.
 NV0166
 NV0166;                    North         East    Units  Estimated Accuracy
 NV0166;SPC ID C     -    41,470.      443,970.      MT  (+/- 180 meters Scaled)
 NV0166
 NV0166                          SUPERSEDED SURVEY CONTROL
 NV0166
 NV0166  NGVD 29 (??/??/92) 1665.812  (m)         5465.25   (f) ADJ UNCH    2 0
 NV0166
 NV0166.Superseded values are not recommended for survey control.
 NV0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0166.See file dsdata.txt to determine how the superseded data were derived.
 NV0166
 NV0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG923566(NAD 83)
 NV0166_MARKER: DB = BENCH MARK DISK
 NV0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0166_STAMPING: J 67 1934
 NV0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0166+STABILITY: SURFACE MOTION
 NV0166
 NV0166  HISTORY     - Date     Condition        Report By
 NV0166  HISTORY     - 1934     MONUMENTED       CGS
 NV0166  HISTORY     - 1973     GOOD             USGS
 NV0166
 NV0166                          STATION DESCRIPTION
 NV0166
 NV0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0166'6.3 MI N FROM IDAVADA.
 NV0166'6.3 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 NV0166'SIGN AT IDAVADA, TWIN FALLS COUNTY, 147 FEET EAST OF MILEPOST 44, 102
 NV0166'FEET EAST OF THE CENTERLINE OF THE TRACK, AND 2 FEET EAST OF A FENCE
 NV0166'LINE.  A STANDARD DISK, STAMPED J 67 1934 AND SET IN THE TOP OF A
 NV0166'CONCRETE POST.
 NV0166
 NV0166                          STATION RECOVERY (1973)
 NV0166
 NV0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NV0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0076 ***********************************************************************
 NV0076  DESIGNATION -  J 68
 NV0076  PID         -  NV0076
 NV0076  STATE/COUNTY-  ID/TWIN FALLS
 NV0076  USGS QUAD   -  TWIN FALLS (1992)
 NV0076
 NV0076                         *CURRENT SURVEY CONTROL
 NV0076  ___________________________________________________________________
 NV0076* NAD 83(1986)-  42 32 28.     (N)    114 24 06.     (W)     SCALED    
 NV0076* NAVD 88     -      1169.356  (meters)    3836.46   (feet)  ADJUSTED  
 NV0076  ___________________________________________________________________
 NV0076  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 NV0076  DYNAMIC HT  -        1168.720 (meters)    3834.38  (feet)  COMP
 NV0076  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 NV0076
 NV0076  VERT ORDER  -  FIRST     CLASS II
 NV0076
 NV0076.The horizontal coordinates were scaled from a topographic map and have
 NV0076.an estimated accuracy of +/- 6 seconds.
 NV0076
 NV0076.The orthometric height was determined by differential leveling
 NV0076.and adjusted by the National Geodetic Survey in June 1991..
 NV0076
 NV0076.The geoid height was determined by GEOID03.
 NV0076
 NV0076.The dynamic height is computed by dividing the NAVD 88
 NV0076.geopotential number by the normal gravity value computed on the
 NV0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0076.degrees latitude (g = 980.6199 gals.).
 NV0076
 NV0076.The modeled gravity was interpolated from observed gravity values.
 NV0076
 NV0076;                    North         East    Units  Estimated Accuracy
 NV0076;SPC ID C     -    97,200.      467,010.      MT  (+/- 180 meters Scaled)
 NV0076
 NV0076                          SUPERSEDED SURVEY CONTROL
 NV0076
 NV0076  NGVD 29 (??/??/92) 1168.450  (m)         3833.49   (f) ADJ UNCH    1 2
 NV0076
 NV0076.Superseded values are not recommended for survey control.
 NV0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0076.See file dsdata.txt to determine how the superseded data were derived.
 NV0076
 NV0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH133131(NAD 83)
 NV0076_MARKER: DB = BENCH MARK DISK
 NV0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0076_STAMPING: J 68 1934
 NV0076_MARK LOGO: CGS   
 NV0076_PROJECTION: PROJECTING 3 CENTIMETERS
 NV0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0076+STABILITY: SURFACE MOTION
 NV0076
 NV0076  HISTORY     - Date     Condition        Report By
 NV0076  HISTORY     - 1934     MONUMENTED       CGS
 NV0076  HISTORY     - 1978     GOOD             USGS
 NV0076  HISTORY     - 1983     GOOD             NGS
 NV0076
 NV0076                          STATION DESCRIPTION
 NV0076
 NV0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0076'2.1 MI W FROM KIMBERLY.
 NV0076'2.1 MILES WEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 NV0076'AT KIMBERLY, TWIN FALLS COUNTY, ABOUT 750 FEET WEST OF MILEPOST 55, 29
 NV0076'FEET WEST OF THE CENTER LINE OF A NORTH-AND-SOUTH SECTION ROAD, 68
 NV0076'FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 1 FOOT EAST OF A
 NV0076'FENCE.  A STANDARD DISK, STAMPED J 68 1934 AND SET IN THE TOP OF A
 NV0076'CONCRETE POST.
 NV0076
 NV0076                          STATION RECOVERY (1978)
 NV0076
 NV0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0076'TWIN FALLS COUNTY COURTHOUSE. SW 0.3 MI ON SHOSHONE ST. THENCE SE AND
 NV0076'E. 3.7 MI ON 2D AVE SOUTH OR US HWY 30 EAST. THENCE S. 0.5 MI ON 3300
 NV0076'EAST RD. TO THE X-ING OF THE UNION PACIFIC RAILROAD. ABOUT 750 FT
 NV0076'WEST OF RAILROAD MILE POST 55. 29 FT W OF THE CENTER OF THE ROAD. 68
 NV0076'FT. N. OF THE CENTER OF THE TRACK. A STANDARD TABLET SET IN THE TOP
 NV0076'OF A ROUND CONCRETE POST. PROJECTING ABOUT 0.3 FT. STAMPED J 68 1934.
 NV0076
 NV0076                          STATION RECOVERY (1983)
 NV0076
 NV0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0076'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.9 KM
 NV0076'(1.8 MI) WEST ALONG 3700 NORTH ROAD FROM THE JUNIOR HIGH SCHOOL AT
 NV0076'KIMBERLY, THENCE 0.8 KM (0.5 MI) NORTH ALONG 3300 EAST ROAD, IN THE
 NV0076'NORTHWEST CORNER OF THE INTERSECTION OF THE UNION PACIFIC RAILROAD,
 NV0076'0.75 KM (0.5 MI) SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 30, 8.8
 NV0076'METERS (29 FT) WEST OF THE CENTER OF THE ROAD AND 19.8 METERS (65 FT)
 NV0076'NORTH OF THE NORTH RAIL.
 NV0076'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 NV0076'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0293 ***********************************************************************
 NV0293  DESIGNATION -  J 69
 NV0293  PID         -  NV0293
 NV0293  STATE/COUNTY-  ID/GOODING
 NV0293  USGS QUAD   -  WENDELL (1992)
 NV0293
 NV0293                         *CURRENT SURVEY CONTROL
 NV0293  ___________________________________________________________________
 NV0293* NAD 83(1986)-  42 46 59.     (N)    114 43 59.     (W)     SCALED    
 NV0293* NAVD 88     -      1034.096  (meters)    3392.70   (feet)  ADJUSTED  
 NV0293  ___________________________________________________________________
 NV0293  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 NV0293  DYNAMIC HT  -        1033.596 (meters)    3391.06  (feet)  COMP
 NV0293  MODELED GRAV-     980,101.7   (mgal)                       NAVD 88
 NV0293
 NV0293  VERT ORDER  -  FIRST     CLASS II
 NV0293
 NV0293.The horizontal coordinates were scaled from a topographic map and have
 NV0293.an estimated accuracy of +/- 6 seconds.
 NV0293
 NV0293.The orthometric height was determined by differential leveling
 NV0293.and adjusted by the National Geodetic Survey in January 1993..
 NV0293
 NV0293.The geoid height was determined by GEOID03.
 NV0293
 NV0293.The dynamic height is computed by dividing the NAVD 88
 NV0293.geopotential number by the normal gravity value computed on the
 NV0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0293.degrees latitude (g = 980.6199 gals.).
 NV0293
 NV0293.The modeled gravity was interpolated from observed gravity values.
 NV0293
 NV0293;                    North         East    Units  Estimated Accuracy
 NV0293;SPC ID C     -   124,260.      440,020.      MT  (+/- 180 meters Scaled)
 NV0293
 NV0293                          SUPERSEDED SURVEY CONTROL
 NV0293
 NV0293  NAVD 88 (06/15/91) 1034.093  (m)         3392.69   (f) UNKNOWN     1 2
 NV0293  NGVD 29 (??/??/92) 1033.249  (m)         3389.92   (f) ADJ UNCH    1 2
 NV0293
 NV0293.Superseded values are not recommended for survey control.
 NV0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0293.See file dsdata.txt to determine how the superseded data were derived.
 NV0293
 NV0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH854392(NAD 83)
 NV0293_MARKER: DB = BENCH MARK DISK
 NV0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0293_SP_SET: CONCRETE POST
 NV0293_STAMPING: J 69 1934
 NV0293_MARK LOGO: CGS   
 NV0293_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0293+STABILITY: SURFACE MOTION
 NV0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0293+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0293
 NV0293  HISTORY     - Date     Condition        Report By
 NV0293  HISTORY     - 1934     MONUMENTED       CGS
 NV0293  HISTORY     - 1971     GOOD             USGS
 NV0293  HISTORY     - 19920715 GOOD             NGS
 NV0293
 NV0293                          STATION DESCRIPTION
 NV0293
 NV0293'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NV0293'10.6 MI NW FROM JEROME.
 NV0293'10.6 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM THE UNION PACIFIC
 NV0293'RAILROAD STATION AT JEROME, 0.2 MILE NORTHWEST OF A TIMBER BRIDGE OVER
 NV0293'AN IRRIGATION CANAL AT MILEPOST 58.28, 123 FEET NORTH OF RAILROAD
 NV0293'GRADE CROSSING, 120 FEET NORTHEAST OF SIGNPOST AT INTERSECTION OF 50
 NV0293'NORTH AND 150 WEST, 52 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 NV0293'32 FEET SOUTHWEST OF THE CENTERLINE OF A ROAD, 2 FEET NORTHEAST OF A
 NV0293'FENCE LINE, 5.7 FEET LOWER THAN THE RAIL, AND SET IN THE TOP OF A
 NV0293'CONCRETE POST.
 NV0293
 NV0293                          STATION RECOVERY (1992)
 NV0293
 NV0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0293'23.0 KM (14.30 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0293'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, 47.1 M (154.5 FT)
 NV0293'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 NV0293'15.8 M (51.8 FT) NORTHEAST OF THE CENTER OF A RAILROAD GRADE (TRACKS
 NV0293'REMOVED), 9.3 M (30.5 FT) SOUTHWEST OF AND LEVEL WITH THE CENTER OF A
 NV0293'PAVED ROAD, 0.3 M (1.0 FT) NORTHEAST OF A FENCE, 0.3 M (1.0 FT)
 NV0293'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 NV0293'ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT AND THE
 NV0293'NORTHEAST SIDE CHIPPED, BUT IT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0025 ***********************************************************************
 OY0025  DESIGNATION -  J 7
 OY0025  PID         -  OY0025
 OY0025  STATE/COUNTY-  ID/BONNEVILLE
 OY0025  USGS QUAD   -  IDAHO FALLS NORTH (1979)
 OY0025
 OY0025                         *CURRENT SURVEY CONTROL
 OY0025  ___________________________________________________________________
 OY0025* NAD 83(1986)-  43 35 18.     (N)    112 03 36.     (W)     SCALED    
 OY0025* NAVD 88     -      1448.033  (meters)    4750.75   (feet)  ADJUSTED  
 OY0025  ___________________________________________________________________
 OY0025  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 OY0025  DYNAMIC HT  -        1447.280 (meters)    4748.28  (feet)  COMP
 OY0025  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 OY0025
 OY0025  VERT ORDER  -  FIRST     CLASS II
 OY0025
 OY0025.The horizontal coordinates were scaled from a topographic map and have
 OY0025.an estimated accuracy of +/- 6 seconds.
 OY0025
 OY0025.The orthometric height was determined by differential leveling
 OY0025.and adjusted by the National Geodetic Survey in June 1991..
 OY0025
 OY0025.The geoid height was determined by GEOID03.
 OY0025
 OY0025.The dynamic height is computed by dividing the NAVD 88
 OY0025.geopotential number by the normal gravity value computed on the
 OY0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0025.degrees latitude (g = 980.6199 gals.).
 OY0025
 OY0025.The modeled gravity was interpolated from observed gravity values.
 OY0025
 OY0025;                    North         East    Units  Estimated Accuracy
 OY0025;SPC ID E     -   213,460.      208,610.      MT  (+/- 180 meters Scaled)
 OY0025
 OY0025                          SUPERSEDED SURVEY CONTROL
 OY0025
 OY0025  NGVD 29 (08/20/92) 1446.949  (m)         4747.20   (f) ADJUSTED    1 2
 OY0025
 OY0025.Superseded values are not recommended for survey control.
 OY0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0025.See file dsdata.txt to determine how the superseded data were derived.
 OY0025
 OY0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP144266(NAD 83)
 OY0025_MARKER: DB = BENCH MARK DISK
 OY0025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0025_SP_SET: METAL PIPE IMBEDDED IN GROUND
 OY0025_STAMPING: 4747.868
 OY0025_MARK LOGO: CGS   
 OY0025_PROJECTION: PROJECTING 30 CENTIMETERS
 OY0025_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0025+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0025
 OY0025  HISTORY     - Date     Condition        Report By
 OY0025  HISTORY     - UNK      MONUMENTED       CGS
 OY0025  HISTORY     - 1967     GOOD             NGS
 OY0025  HISTORY     - 1978     MARK NOT FOUND   LOCSUR
 OY0025  HISTORY     - 19920625 GOOD             NGS
 OY0025
 OY0025                          STATION DESCRIPTION
 OY0025
 OY0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0025'6.6 MI N FROM IDAHO FALLS.
 OY0025'6.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 OY0025'BROADWAY STREET AT IDAHO FALLS, 8 POLES NORTH OF MILEPOST 192, 2 POLES
 OY0025'NORTH OF THE CROSSING OF A PRIVATE ROAD, 2 POLES SOUTH OF BRIDGE
 OY0025'192.35, 99.1 FEET WEST OF THE WEST RAIL, 12 FEET SOUTH OF THE CENTER
 OY0025'LINE OF A FARM ROAD, 2 1/2 FEET SOUTHWEST OF THE SOUTH END OF A STEEL
 OY0025'GATE, 1.4 FEET WEST OF A FENCE, 1.6 FEET EAST OF A WITNESS POST, ABOUT
 OY0025'LEVEL WITH THE TRACK, AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 OY0025'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OY0025
 OY0025                          STATION RECOVERY (1978)
 OY0025
 OY0025'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0025'MARK NOT FOUND.
 OY0025
 OY0025                          STATION RECOVERY (1992)
 OY0025
 OY0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0025'11.2 KM (6.95 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0025'JUNCTION OF BROADWAY STREET IN IDAHO FALLS, 30.2 M (99.1 FT) WEST OF
 OY0025'THE NEAR RAIL, 3.5 M (11.5 FT) WEST OF THE CENTER OF A DIRT FARM
 OY0025'ROAD, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE TRACK, 0.9 M (3.0 FT)
 OY0025'WEST OF A FENCE CORNER, AND 0.1 M (0.3 FT) NORTHWEST OF A WITNESS
 OY0025'POST.  NOTE--THE DISK IS AFFIXED TO A 4-INCH METAL PIPE AND PROJECTS
 OY0025'0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0592 ***********************************************************************
 NV0592  DESIGNATION -  J 70
 NV0592  PID         -  NV0592
 NV0592  STATE/COUNTY-  ID/OWYHEE
 NV0592  USGS QUAD   -  JUNIPER BUTTE (1980)
 NV0592
 NV0592                         *CURRENT SURVEY CONTROL
 NV0592  ___________________________________________________________________
 NV0592* NAD 83(1986)-  42 15 26.     (N)    115 18 32.     (W)     SCALED    
 NV0592* NAVD 88     -      1583.211  (meters)    5194.25   (feet)  ADJUSTED  
 NV0592  ___________________________________________________________________
 NV0592  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 NV0592  DYNAMIC HT  -        1582.143 (meters)    5190.75  (feet)  COMP
 NV0592  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 NV0592
 NV0592  VERT ORDER  -  SECOND    CLASS 0
 NV0592
 NV0592.The horizontal coordinates were scaled from a topographic map and have
 NV0592.an estimated accuracy of +/- 6 seconds.
 NV0592
 NV0592.The orthometric height was determined by differential leveling
 NV0592.and adjusted by the National Geodetic Survey in June 1991..
 NV0592
 NV0592.The geoid height was determined by GEOID03.
 NV0592
 NV0592.The dynamic height is computed by dividing the NAVD 88
 NV0592.geopotential number by the normal gravity value computed on the
 NV0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0592.degrees latitude (g = 980.6199 gals.).
 NV0592
 NV0592.The modeled gravity was interpolated from observed gravity values.
 NV0592
 NV0592;                    North         East    Units  Estimated Accuracy
 NV0592;SPC ID W     -    65,680.      836,400.      MT  (+/- 180 meters Scaled)
 NV0592
 NV0592                          SUPERSEDED SURVEY CONTROL
 NV0592
 NV0592  NGVD 29 (??/??/92) 1582.113  (m)         5190.65   (f) ADJ UNCH    2 0
 NV0592
 NV0592.Superseded values are not recommended for survey control.
 NV0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0592.See file dsdata.txt to determine how the superseded data were derived.
 NV0592
 NV0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG394797(NAD 83)
 NV0592_MARKER: DB = BENCH MARK DISK
 NV0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0592_STAMPING: J 70 1934
 NV0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0592+STABILITY: SURFACE MOTION
 NV0592
 NV0592  HISTORY     - Date     Condition        Report By
 NV0592  HISTORY     - 1934     MONUMENTED       CGS
 NV0592  HISTORY     - 1974     GOOD             USGS
 NV0592  HISTORY     - 1974     GOOD             USGS
 NV0592
 NV0592                          STATION DESCRIPTION
 NV0592
 NV0592'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NV0592'13.8 MI SE FROM CLOVER FLAT.
 NV0592'5.4 MI. SOUTH ALONG THE CLOVER-THREE CREEK ROAD FROM THE BRIDGE OVER
 NV0592'CLOVER CREEK AT CLOVER FLAT. THENCE 8.4 MI. SOUTHEAST ALONG A TRACK
 NV0592'ROAD, ABOUT 0.48 MI. SOUTH OF AN E-W FENCE LINE, AND 10 FT. WEST OF
 NV0592'THE CENTER LINE OF THE ROAD. SET IN THE TOP OF A CONCRETE POST.
 NV0592
 NV0592                          STATION RECOVERY (1974)
 NV0592
 NV0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0592'5.4 MILES S ALONG CLOVER-THREE CREEK ROAD FROM THE BRIDGE OVER CLOVER
 NV0592'CREEK AT CLOVER FLAT. THENCE 8.4 MILES SOUTHEAST ALONG TRACK RD.
 NV0592'ABOUT 0.48 MI. SOUTH OF AN E-W FENCELINE, AND 10 FEET WEST OF THE
 NV0592'CENTERLINE OF THE ROAD. THREE CREEK, (CREEK AT HIGHWAY CROSSING) WEST
 NV0592'ON HIGHWAY 3.55 MI. THENCE NORTH ON DIRT ROAD 4.3 MI. TO ROAD INT.
 NV0592'THENCE N ON DIRT ROAD 2.7 MI. TO ROAD Y, TAKE LEFT FORK NW FOR 0.5
 NV0592'MILES TO ROAD Y, TAKE RIGHT FORK NW FOR 6.9 MILES TO BM J 70. A
 NV0592'STANDARD DISK SET IN CONCRETE POST STAMPED J 70 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0755 ***********************************************************************
 NV0755  DESIGNATION -  J 71
 NV0755  PID         -  NV0755
 NV0755  STATE/COUNTY-  ID/OWYHEE
 NV0755  USGS QUAD   -  BRUNEAU (1992)
 NV0755
 NV0755                         *CURRENT SURVEY CONTROL
 NV0755  ___________________________________________________________________
 NV0755* NAD 83(1986)-  42 52 50.     (N)    115 50 03.     (W)     SCALED    
 NV0755* NAVD 88     -       754.831  (meters)    2476.47   (feet)  ADJUSTED  
 NV0755  ___________________________________________________________________
 NV0755  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 NV0755  DYNAMIC HT  -         754.495 (meters)    2475.37  (feet)  COMP
 NV0755  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 NV0755
 NV0755  VERT ORDER  -  SECOND    CLASS 0
 NV0755
 NV0755.The horizontal coordinates were scaled from a topographic map and have
 NV0755.an estimated accuracy of +/- 6 seconds.
 NV0755
 NV0755.The orthometric height was determined by differential leveling
 NV0755.and adjusted by the National Geodetic Survey in June 1991..
 NV0755
 NV0755.The geoid height was determined by GEOID03.
 NV0755
 NV0755.The dynamic height is computed by dividing the NAVD 88
 NV0755.geopotential number by the normal gravity value computed on the
 NV0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0755.degrees latitude (g = 980.6199 gals.).
 NV0755
 NV0755.The modeled gravity was interpolated from observed gravity values.
 NV0755
 NV0755;                    North         East    Units  Estimated Accuracy
 NV0755;SPC ID W     -   134,830.      793,120.      MT  (+/- 180 meters Scaled)
 NV0755
 NV0755                          SUPERSEDED SURVEY CONTROL
 NV0755
 NV0755  NGVD 29 (??/??/92)  753.960  (m)         2473.62   (f) ADJ UNCH    2 0
 NV0755
 NV0755.Superseded values are not recommended for survey control.
 NV0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0755.See file dsdata.txt to determine how the superseded data were derived.
 NV0755
 NV0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH952482(NAD 83)
 NV0755_MARKER: DB = BENCH MARK DISK
 NV0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0755_STAMPING: J 71 1934
 NV0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0755+STABILITY: SURFACE MOTION
 NV0755
 NV0755  HISTORY     - Date     Condition        Report By
 NV0755  HISTORY     - 1934     MONUMENTED       CGS
 NV0755
 NV0755                          STATION DESCRIPTION
 NV0755
 NV0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0755'1.7 MI NW FROM BRUNEAU.
 NV0755'1.7 MILES NORTHWEST ALONG THE ROAD TO GRANDVIEW FROM THE JUNCTION OF
 NV0755'THE ROADS AT BRUNEAU, OWYHEE COUNTY, AT THE FOOT OF A SMALL HILL, 89
 NV0755'FEET NORTHEAST OF A POLE, 36 FEET SOUTHEAST OF THE CENTERLINE OF THE
 NV0755'ROAD, AND 2 FEET WEST OF A FENCE LINE.  A STANDARD DISK, STAMPED J 71
 NV0755'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0322 ***********************************************************************
 OH0322  DESIGNATION -  J 72
 OH0322  PID         -  OH0322
 OH0322  STATE/COUNTY-  ID/OWYHEE
 OH0322  USGS QUAD   -  MURPHY (1990)
 OH0322
 OH0322                         *CURRENT SURVEY CONTROL
 OH0322  ___________________________________________________________________
 OH0322* NAD 83(1986)-  43 08 48.     (N)    116 30 32.     (W)     SCALED    
 OH0322* NAVD 88     -      1040.683  (meters)    3414.31   (feet)  ADJUSTED  
 OH0322  ___________________________________________________________________
 OH0322  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 OH0322  DYNAMIC HT  -        1040.201 (meters)    3412.73  (feet)  COMP
 OH0322  MODELED GRAV-     980,121.7   (mgal)                       NAVD 88
 OH0322
 OH0322  VERT ORDER  -  SECOND    CLASS 0
 OH0322
 OH0322.The horizontal coordinates were scaled from a topographic map and have
 OH0322.an estimated accuracy of +/- 6 seconds.
 OH0322
 OH0322.The orthometric height was determined by differential leveling
 OH0322.and adjusted by the National Geodetic Survey in June 1991..
 OH0322
 OH0322.The geoid height was determined by GEOID03.
 OH0322
 OH0322.The dynamic height is computed by dividing the NAVD 88
 OH0322.geopotential number by the normal gravity value computed on the
 OH0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0322.degrees latitude (g = 980.6199 gals.).
 OH0322
 OH0322.The modeled gravity was interpolated from observed gravity values.
 OH0322
 OH0322;                    North         East    Units  Estimated Accuracy
 OH0322;SPC ID W     -   164,670.      738,270.      MT  (+/- 180 meters Scaled)
 OH0322
 OH0322                          SUPERSEDED SURVEY CONTROL
 OH0322
 OH0322  NGVD 29 (??/??/92) 1039.694  (m)         3411.06   (f) ADJ UNCH    2 0
 OH0322
 OH0322.Superseded values are not recommended for survey control.
 OH0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0322.See file dsdata.txt to determine how the superseded data were derived.
 OH0322
 OH0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH399772(NAD 83)
 OH0322_MARKER: DB = BENCH MARK DISK
 OH0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0322_STAMPING: J 72 1934
 OH0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0322+STABILITY: SURFACE MOTION
 OH0322
 OH0322  HISTORY     - Date     Condition        Report By
 OH0322  HISTORY     - 1934     MONUMENTED       CGS
 OH0322  HISTORY     - 1964     MARK NOT FOUND   USGS
 OH0322
 OH0322                          STATION DESCRIPTION
 OH0322
 OH0322'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 OH0322'6.4 MI SE FROM MURPHY.
 OH0322'6.4 MILES SOUTHEAST ALONG THE ROAD TO GRANDVIEW FROM THE UNION PACIFIC
 OH0322'RAILWAY STATION AT MURPHY, OWYHEE COUNTY, 246 FEET SOUTH OF A LONG
 OH0322'S-CURVE, AND 60 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 OH0322'DISK, STAMPED J 72 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 OH0322'THIS HIGHWAY HAS BEEN REALIGNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0482 ***********************************************************************
 NV0482  DESIGNATION -  J 73
 NV0482  PID         -  NV0482
 NV0482  STATE/COUNTY-  ID/ELMORE
 NV0482  USGS QUAD   -  GLENNS FERRY (1992)
 NV0482
 NV0482                         *CURRENT SURVEY CONTROL
 NV0482  ___________________________________________________________________
 NV0482* NAD 83(1986)-  42 57 11.     (N)    115 20 31.     (W)     SCALED    
 NV0482* NAVD 88     -       771.725  (meters)    2531.90   (feet)  ADJUSTED  
 NV0482  ___________________________________________________________________
 NV0482  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 NV0482  DYNAMIC HT  -         771.405 (meters)    2530.85  (feet)  COMP
 NV0482  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 NV0482
 NV0482  VERT ORDER  -  FIRST     CLASS II
 NV0482
 NV0482.The horizontal coordinates were scaled from a topographic map and have
 NV0482.an estimated accuracy of +/- 6 seconds.
 NV0482
 NV0482.The orthometric height was determined by differential leveling
 NV0482.and adjusted by the National Geodetic Survey in June 1991..
 NV0482
 NV0482.The geoid height was determined by GEOID03.
 NV0482
 NV0482.The dynamic height is computed by dividing the NAVD 88
 NV0482.geopotential number by the normal gravity value computed on the
 NV0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0482.degrees latitude (g = 980.6199 gals.).
 NV0482
 NV0482.The modeled gravity was interpolated from observed gravity values.
 NV0482
 NV0482;                    North         East    Units  Estimated Accuracy
 NV0482;SPC ID W     -   142,960.      833,300.      MT  (+/- 180 meters Scaled)
 NV0482
 NV0482                          SUPERSEDED SURVEY CONTROL
 NV0482
 NV0482  NGVD 29 (??/??/92)  770.910  (m)         2529.23   (f) ADJ UNCH    1 2
 NV0482
 NV0482.Superseded values are not recommended for survey control.
 NV0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0482.See file dsdata.txt to determine how the superseded data were derived.
 NV0482
 NV0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH352569(NAD 83)
 NV0482_MARKER: DB = BENCH MARK DISK
 NV0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0482_STAMPING: J 73 1934
 NV0482_MARK LOGO: CGS   
 NV0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0482+STABILITY: SURFACE MOTION
 NV0482
 NV0482  HISTORY     - Date     Condition        Report By
 NV0482  HISTORY     - 1934     MONUMENTED       CGS
 NV0482  HISTORY     - 1960     GOOD             NGS
 NV0482  HISTORY     - 1983     GOOD             NGS
 NV0482
 NV0482                          STATION DESCRIPTION
 NV0482
 NV0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NV0482'2.35 MI W FROM GLENNS FERRY.
 NV0482'ABOUT 2.35 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0482'STATION AT GLENNS FERRY, AT AN ASPHALT ROAD CROSSING, 151 FEET SOUTH
 NV0482'OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF CULVERT 376.28,
 NV0482'38.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 29
 NV0482'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 60 FEET WEST OF THE
 NV0482'CENTER OF THE CROSSING, 4 FEET NORTHEAST OF THE NORTHEAST END OF A
 NV0482'GATE, 0.8 FOOT SOUTHEAST OF A FENCE, 1.1 FOOT WEST OF A WITNESS POST,
 NV0482'ABOUT 2 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 NV0482'PROJECTING 0.2 FOOT.
 NV0482
 NV0482                          STATION RECOVERY (1983)
 NV0482
 NV0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0837 ***********************************************************************
 NU0837  DESIGNATION -  J 74
 NU0837  PID         -  NU0837
 NU0837  STATE/COUNTY-  ID/BLAINE
 NU0837  USGS QUAD   -  MINIDOKA (1970)
 NU0837
 NU0837                         *CURRENT SURVEY CONTROL
 NU0837  ___________________________________________________________________
 NU0837* NAD 83(1986)-  42 46 26.     (N)    113 28 19.     (W)     SCALED    
 NU0837* NAVD 88     -      1316.700  (meters)    4319.87   (feet)  ADJUSTED  
 NU0837  ___________________________________________________________________
 NU0837  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 NU0837  DYNAMIC HT  -        1315.971 (meters)    4317.48  (feet)  COMP
 NU0837  MODELED GRAV-     980,021.0   (mgal)                       NAVD 88
 NU0837
 NU0837  VERT ORDER  -  SECOND    CLASS 0
 NU0837
 NU0837.The horizontal coordinates were scaled from a topographic map and have
 NU0837.an estimated accuracy of +/- 6 seconds.
 NU0837
 NU0837.The orthometric height was determined by differential leveling
 NU0837.and adjusted by the National Geodetic Survey in June 1991..
 NU0837
 NU0837.The geoid height was determined by GEOID03.
 NU0837
 NU0837.The dynamic height is computed by dividing the NAVD 88
 NU0837.geopotential number by the normal gravity value computed on the
 NU0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0837.degrees latitude (g = 980.6199 gals.).
 NU0837
 NU0837.The modeled gravity was interpolated from observed gravity values.
 NU0837
 NU0837;                    North         East    Units  Estimated Accuracy
 NU0837;SPC ID C     -   123,120.      543,210.      MT  (+/- 180 meters Scaled)
 NU0837
 NU0837                          SUPERSEDED SURVEY CONTROL
 NU0837
 NU0837  NGVD 29 (??/??/92) 1315.726  (m)         4316.68   (f) ADJ UNCH    2 0
 NU0837
 NU0837.Superseded values are not recommended for survey control.
 NU0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0837.See file dsdata.txt to determine how the superseded data were derived.
 NU0837
 NU0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN977386(NAD 83)
 NU0837_MARKER: DB = BENCH MARK DISK
 NU0837_SETTING: 66 = SET IN ROCK OUTCROP
 NU0837_SP_SET: LAVA OUTCROP
 NU0837_STAMPING: J 74 1958
 NU0837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0837+STABILITY: POSITION/ELEVATION WELL
 NU0837
 NU0837  HISTORY     - Date     Condition        Report By
 NU0837  HISTORY     - 1958     MONUMENTED       CGS
 NU0837
 NU0837                          STATION DESCRIPTION
 NU0837
 NU0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0837'2.5 MI NE FROM MINIDOKA.
 NU0837'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0837'MINIDOKA, THENCE 2.3 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 NU0837'0.25 MILE SOUTHWEST OF THE T JUNCTION OF A DIRT ROAD WEST, ON A ROCKY
 NU0837'BRUSH-COVERED FLAT ON TOP OF A LOW RIDGE ON THE EAST SIDE OF THE ROAD,
 NU0837'IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS 1/2 FOOT ABOVE THE GROUND,
 NU0837'42 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET EAST OF A FENCE,
 NU0837'13 1/2 FEET WEST OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN
 NU0837'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0616 ***********************************************************************
 OY0616  DESIGNATION -  J 75
 OY0616  PID         -  OY0616
 OY0616  STATE/COUNTY-  ID/BLAINE
 OY0616  USGS QUAD   -  MULE BUTTE (1972)
 OY0616
 OY0616                         *CURRENT SURVEY CONTROL
 OY0616  ___________________________________________________________________
 OY0616* NAD 83(1986)-  43 01 42.     (N)    113 17 05.     (W)     SCALED    
 OY0616* NAVD 88     -      1470.012  (meters)    4822.86   (feet)  ADJUSTED  
 OY0616  ___________________________________________________________________
 OY0616  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 OY0616  DYNAMIC HT  -        1469.178 (meters)    4820.13  (feet)  COMP
 OY0616  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 OY0616
 OY0616  VERT ORDER  -  SECOND    CLASS 0
 OY0616
 OY0616.The horizontal coordinates were scaled from a topographic map and have
 OY0616.an estimated accuracy of +/- 6 seconds.
 OY0616
 OY0616.The orthometric height was determined by differential leveling
 OY0616.and adjusted by the National Geodetic Survey in June 1991..
 OY0616
 OY0616.The geoid height was determined by GEOID03.
 OY0616
 OY0616.The dynamic height is computed by dividing the NAVD 88
 OY0616.geopotential number by the normal gravity value computed on the
 OY0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0616.degrees latitude (g = 980.6199 gals.).
 OY0616
 OY0616.The modeled gravity was interpolated from observed gravity values.
 OY0616
 OY0616;                    North         East    Units  Estimated Accuracy
 OY0616;SPC ID C     -   151,490.      558,300.      MT  (+/- 180 meters Scaled)
 OY0616
 OY0616                          SUPERSEDED SURVEY CONTROL
 OY0616
 OY0616  NGVD 29 (??/??/92) 1468.976  (m)         4819.47   (f) ADJ UNCH    2 0
 OY0616
 OY0616.Superseded values are not recommended for survey control.
 OY0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0616.See file dsdata.txt to determine how the superseded data were derived.
 OY0616
 OY0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN138664(NAD 83)
 OY0616_MARKER: DB = BENCH MARK DISK
 OY0616_SETTING: 66 = SET IN ROCK OUTCROP
 OY0616_SP_SET: ROCK FORMATION
 OY0616_STAMPING: J 75 1958
 OY0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0616+STABILITY: POSITION/ELEVATION WELL
 OY0616
 OY0616  HISTORY     - Date     Condition        Report By
 OY0616  HISTORY     - 1958     MONUMENTED       CGS
 OY0616
 OY0616                          STATION DESCRIPTION
 OY0616
 OY0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0616'24.15 MI NE FROM MINIDOKA.
 OY0616'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0616'MINIDOKA, THENCE 5.2 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 OY0616'THENCE 18.75 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD, ON THE
 OY0616'INSIDE OF A SHARP CURVE, IN THE TOP OF A LOWER LEDGE PROJECTING FROM
 OY0616'THE SOUTHWEST EDGE OF A LARGE LAVA FORMATION, 45 1/2 FEET SOUTHEAST OF
 OY0616'THE CENTER LINE OF THE ROAD, 32 FEET EAST OF A WITNESS POST, 27 1/2
 OY0616'FEET SOUTHEAST OF THE NORTHWEST END OF THE FORMATION, ABOUT 2 1/2 FEET
 OY0616'HIGHER THAN THE ROAD, AND ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0141 ***********************************************************************
 NV0141  DESIGNATION -  J 76
 NV0141  PID         -  NV0141
 NV0141  STATE/COUNTY-  ID/CASSIA
 NV0141  USGS QUAD   -  MILNER BUTTE (1992)
 NV0141
 NV0141                         *CURRENT SURVEY CONTROL
 NV0141  ___________________________________________________________________
 NV0141* NAD 83(1986)-  42 25 02.     (N)    114 02 55.     (W)     SCALED    
 NV0141* NAVD 88     -      1307.357  (meters)    4289.22   (feet)  ADJUSTED  
 NV0141  ___________________________________________________________________
 NV0141  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 NV0141  DYNAMIC HT  -        1306.587 (meters)    4286.69  (feet)  COMP
 NV0141  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 NV0141
 NV0141  VERT ORDER  -  SECOND    CLASS 0
 NV0141
 NV0141.The horizontal coordinates were scaled from a topographic map and have
 NV0141.an estimated accuracy of +/- 6 seconds.
 NV0141
 NV0141.The orthometric height was determined by differential leveling
 NV0141.and adjusted by the National Geodetic Survey in June 1991..
 NV0141
 NV0141.The geoid height was determined by GEOID03.
 NV0141
 NV0141.The dynamic height is computed by dividing the NAVD 88
 NV0141.geopotential number by the normal gravity value computed on the
 NV0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0141.degrees latitude (g = 980.6199 gals.).
 NV0141
 NV0141.The modeled gravity was interpolated from observed gravity values.
 NV0141
 NV0141;                    North         East    Units  Estimated Accuracy
 NV0141;SPC ID C     -    83,360.      496,000.      MT  (+/- 180 meters Scaled)
 NV0141
 NV0141                          SUPERSEDED SURVEY CONTROL
 NV0141
 NV0141  NGVD 29 (??/??/92) 1306.365  (m)         4285.97   (f) ADJ UNCH    2 0
 NV0141
 NV0141.Superseded values are not recommended for survey control.
 NV0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0141.See file dsdata.txt to determine how the superseded data were derived.
 NV0141
 NV0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH428003(NAD 83)
 NV0141_MARKER: DB = BENCH MARK DISK
 NV0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0141_STAMPING: J 76 1958
 NV0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0141+STABILITY: SURFACE MOTION
 NV0141
 NV0141  HISTORY     - Date     Condition        Report By
 NV0141  HISTORY     - 1958     MONUMENTED       CGS
 NV0141
 NV0141                          STATION DESCRIPTION
 NV0141
 NV0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0141'8.75 MI S FROM MILNER.
 NV0141'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE MILNER BEAN
 NV0141'GROWERS WEAREHOUSE AT MILNER, THENCE 2.6 MILES SOUTH ALONG AN ASPHALT
 NV0141'ROAD, THENCE 0.5 MILE SOUTHWEST ALONG U. S. HIGHWAY 30, THENCE 4.25
 NV0141'MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRAVEL
 NV0141'ROAD, 0.05 MILE WEST OF THE ENTRANCE TO THE WEST ONE OF A GROUP OF
 NV0141'GRAVEL PITS, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 NV0141'SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN
 NV0141'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0123 ***********************************************************************
 NV0123  DESIGNATION -  J 77
 NV0123  PID         -  NV0123
 NV0123  STATE/COUNTY-  ID/TWIN FALLS
 NV0123  USGS QUAD   -  STRICKER BUTTE (1979)
 NV0123
 NV0123                         *CURRENT SURVEY CONTROL
 NV0123  ___________________________________________________________________
 NV0123* NAD 83(1986)-  42 25 06.     (N)    114 21 46.     (W)     SCALED    
 NV0123* NAVD 88     -      1271.467  (meters)    4171.47   (feet)  ADJUSTED  
 NV0123  ___________________________________________________________________
 NV0123  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 NV0123  DYNAMIC HT  -        1270.717 (meters)    4169.01  (feet)  COMP
 NV0123  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 NV0123
 NV0123  VERT ORDER  -  SECOND    CLASS 0
 NV0123
 NV0123.The horizontal coordinates were scaled from a topographic map and have
 NV0123.an estimated accuracy of +/- 6 seconds.
 NV0123
 NV0123.The orthometric height was determined by differential leveling
 NV0123.and adjusted by the National Geodetic Survey in June 1991..
 NV0123
 NV0123.The geoid height was determined by GEOID03.
 NV0123
 NV0123.The dynamic height is computed by dividing the NAVD 88
 NV0123.geopotential number by the normal gravity value computed on the
 NV0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0123.degrees latitude (g = 980.6199 gals.).
 NV0123
 NV0123.The modeled gravity was interpolated from observed gravity values.
 NV0123
 NV0123;                    North         East    Units  Estimated Accuracy
 NV0123;SPC ID C     -    83,550.      470,140.      MT  (+/- 180 meters Scaled)
 NV0123
 NV0123                          SUPERSEDED SURVEY CONTROL
 NV0123
 NV0123  NGVD 29 (??/??/92) 1270.497  (m)         4168.29   (f) ADJ UNCH    2 0
 NV0123
 NV0123.Superseded values are not recommended for survey control.
 NV0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0123.See file dsdata.txt to determine how the superseded data were derived.
 NV0123
 NV0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG169995(NAD 83)
 NV0123_MARKER: DB = BENCH MARK DISK
 NV0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0123_STAMPING: J 77 1958
 NV0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0123+STABILITY: SURFACE MOTION
 NV0123
 NV0123  HISTORY     - Date     Condition        Report By
 NV0123  HISTORY     - 1958     MONUMENTED       CGS
 NV0123
 NV0123                          STATION DESCRIPTION
 NV0123
 NV0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0123'10.65 MI SW FROM HANSEN.
 NV0123'7.55 MILES SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCTION OF U.S.
 NV0123'HIGHWAY 30 AT HANSEN, THENCE 3.1 MILES WEST ALONG A GRAVEL ROAD, 54
 NV0123'FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF A GRAVEL ROAD NORTH,
 NV0123'39 FEET NORTHWEST OF THE CENTER LINE OF THE EAST-WEST GRAVEL ROAD, 30
 NV0123'FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 1 1/2 FEET NORTHWEST
 NV0123'OF A FENCE CORNER POST, 1.0 FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE
 NV0123'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 NV0123'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0423 ***********************************************************************
 OY0423  DESIGNATION -  J 78
 OY0423  PID         -  OY0423
 OY0423  STATE/COUNTY-  ID/BINGHAM
 OY0423  USGS QUAD   -  ROCKFORD (1979)
 OY0423
 OY0423                         *CURRENT SURVEY CONTROL
 OY0423  ___________________________________________________________________
 OY0423* NAD 83(1986)-  43 07 46.     (N)    112 35 18.     (W)     SCALED    
 OY0423* NAVD 88     -      1357.315  (meters)    4453.12   (feet)  ADJUSTED  
 OY0423  ___________________________________________________________________
 OY0423  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 OY0423  DYNAMIC HT  -        1356.592 (meters)    4450.75  (feet)  COMP
 OY0423  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 OY0423
 OY0423  VERT ORDER  -  SECOND    CLASS 0
 OY0423
 OY0423.The horizontal coordinates were scaled from a topographic map and have
 OY0423.an estimated accuracy of +/- 6 seconds.
 OY0423
 OY0423.The orthometric height was determined by differential leveling
 OY0423.and adjusted by the National Geodetic Survey in June 1991..
 OY0423
 OY0423.The geoid height was determined by GEOID03.
 OY0423
 OY0423.The dynamic height is computed by dividing the NAVD 88
 OY0423.geopotential number by the normal gravity value computed on the
 OY0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0423.degrees latitude (g = 980.6199 gals.).
 OY0423
 OY0423.The modeled gravity was interpolated from observed gravity values.
 OY0423
 OY0423;                    North         East    Units  Estimated Accuracy
 OY0423;SPC ID E     -   162,570.      165,690.      MT  (+/- 180 meters Scaled)
 OY0423
 OY0423                          SUPERSEDED SURVEY CONTROL
 OY0423
 OY0423  NGVD 29 (??/??/92) 1356.299  (m)         4449.79   (f) ADJ UNCH    2 0
 OY0423
 OY0423.Superseded values are not recommended for survey control.
 OY0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0423.See file dsdata.txt to determine how the superseded data were derived.
 OY0423
 OY0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN708764(NAD 83)
 OY0423_MARKER: DB = BENCH MARK DISK
 OY0423_SETTING: 66 = SET IN ROCK OUTCROP
 OY0423_SP_SET: ROCK OUTCROP
 OY0423_STAMPING: J 78 1958
 OY0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0423+STABILITY: POSITION/ELEVATION WELL
 OY0423
 OY0423  HISTORY     - Date     Condition        Report By
 OY0423  HISTORY     - 1958     MONUMENTED       CGS
 OY0423
 OY0423                          STATION DESCRIPTION
 OY0423
 OY0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0423'1.0 MI NE FROM PINGREE.
 OY0423'1.0 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0423'AT PINGREE, 0.2 MILE SOUTHWEST OF THE CROSSING OF A TRACK ROAD AND
 OY0423'MILEPOLE 9, BETWEEN THE TRACK AND STATE HIGHWAY 39, IN THE TOP OF A
 OY0423'3-BY 6-FOOT LAVA OUTCROP WHICH PROJECTS 1/2 FOOT ABOVE THE GROUND,
 OY0423'23.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 63 FEET NORTHWEST OF THE
 OY0423'CENTER LINE OF THE HIGHWAY, 3 FEET LOWER THAN THE TRACK, AND MARKED BY
 OY0423'THE YELLOW PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0299 ***********************************************************************
 PZ0299  DESIGNATION -  J 8
 PZ0299  PID         -  PZ0299
 PZ0299  STATE/COUNTY-  ID/LEMHI
 PZ0299  USGS QUAD   -  LEADORE (1987)
 PZ0299
 PZ0299                         *CURRENT SURVEY CONTROL
 PZ0299  ___________________________________________________________________
 PZ0299* NAD 83(1986)-  44 38 26.     (N)    113 19 43.     (W)     SCALED    
 PZ0299* NAVD 88     -      1860.676  (meters)    6104.57   (feet)  ADJUSTED  
 PZ0299  ___________________________________________________________________
 PZ0299  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 PZ0299  DYNAMIC HT  -        1859.590 (meters)    6101.00  (feet)  COMP
 PZ0299  MODELED GRAV-     979,968.6   (mgal)                       NAVD 88
 PZ0299
 PZ0299  VERT ORDER  -  SECOND    CLASS 0
 PZ0299
 PZ0299.The horizontal coordinates were scaled from a topographic map and have
 PZ0299.an estimated accuracy of +/- 6 seconds.
 PZ0299
 PZ0299.The orthometric height was determined by differential leveling
 PZ0299.and adjusted by the National Geodetic Survey in June 1991..
 PZ0299
 PZ0299.The geoid height was determined by GEOID03.
 PZ0299
 PZ0299.The dynamic height is computed by dividing the NAVD 88
 PZ0299.geopotential number by the normal gravity value computed on the
 PZ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0299.degrees latitude (g = 980.6199 gals.).
 PZ0299
 PZ0299.The modeled gravity was interpolated from observed gravity values.
 PZ0299
 PZ0299;                    North         East    Units  Estimated Accuracy
 PZ0299;SPC ID C     -   330,590.      553,260.      MT  (+/- 180 meters Scaled)
 PZ0299
 PZ0299                          SUPERSEDED SURVEY CONTROL
 PZ0299
 PZ0299  NGVD 29 (??/??/92) 1859.269  (m)         6099.95   (f) ADJ UNCH    2 0
 PZ0299
 PZ0299.Superseded values are not recommended for survey control.
 PZ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0299.See file dsdata.txt to determine how the superseded data were derived.
 PZ0299
 PZ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ153456(NAD 83)
 PZ0299_MARKER: DD = SURVEY DISK
 PZ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0299_STAMPING: J 8 1929
 PZ0299_MARK LOGO: USGS  
 PZ0299_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0299+STABILITY: SURFACE MOTION
 PZ0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0299+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 PZ0299
 PZ0299  HISTORY     - Date     Condition        Report By
 PZ0299  HISTORY     - 1929     MONUMENTED       USGS
 PZ0299  HISTORY     - 19950619 GOOD             NGS
 PZ0299  HISTORY     - 20050421 GOOD             IDTD
 PZ0299
 PZ0299                          STATION DESCRIPTION
 PZ0299
 PZ0299'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0299'3.2 MI S FROM LEADORE.
 PZ0299'ABOUT 3.2 MILES SOUTH ALONG THE GILMORE AND PITTSBURGH RAILROAD FROM
 PZ0299'THE STATION AT LEADORE, LEMHI COUNTY, ABOUT 80 FEET SOUTH OF A POLE
 PZ0299'PAINTED USGS PBM 6089, AND ABOUT 35 FEET EAST OF THE TRACK.  A UNITED
 PZ0299'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED J 8 1929 AND SET IN
 PZ0299'THE TOP OF A CONCRETE POST.
 PZ0299
 PZ0299                          STATION RECOVERY (1995)
 PZ0299
 PZ0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 PZ0299'RECOVERED AS DESCRIBED.
 PZ0299
 PZ0299                          STATION RECOVERY (2005)
 PZ0299
 PZ0299'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (KM)
 PZ0299'THE MARK IS LEFT (SW) OF HIGHWAY 28 MILEPOST 87.021 BETWEEN THE RIGHT
 PZ0299'OF WAY FENCE AND THE OLD RAILROAD BED, ABOUT 90 FEET SW OF THE HIGHWAY
 PZ0299'CENTERLINE, 29 FEET SW OF THE RIGHT OF WAY FENCE, 3.5 FEET EAST OF A
 PZ0299'WITNESS POST.  RTK DERIVED POSITION FROM LEAD GPS (PID  AC5211) = N
 PZ0299'44-38-25.88530, W 113-19-42.62626.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0408 ***********************************************************************
 OH0408  DESIGNATION -  J 82
 OH0408  PID         -  OH0408
 OH0408  STATE/COUNTY-  ID/OWYHEE
 OH0408  USGS QUAD   -  SILVER CITY (1990)
 OH0408
 OH0408                         *CURRENT SURVEY CONTROL
 OH0408  ___________________________________________________________________
 OH0408* NAD 83(1986)-  43 01 00.     (N)    116 44 01.     (W)     SCALED    
 OH0408* NAVD 88     -      1884.534  (meters)    6182.84   (feet)  ADJUSTED  
 OH0408  ___________________________________________________________________
 OH0408  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 OH0408  DYNAMIC HT  -        1883.348 (meters)    6178.95  (feet)  COMP
 OH0408  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 OH0408
 OH0408  VERT ORDER  -  SECOND    CLASS 0
 OH0408
 OH0408.The horizontal coordinates were scaled from a topographic map and have
 OH0408.an estimated accuracy of +/- 6 seconds.
 OH0408
 OH0408.The orthometric height was determined by differential leveling
 OH0408.and adjusted by the National Geodetic Survey in June 1991..
 OH0408
 OH0408.The geoid height was determined by GEOID03.
 OH0408
 OH0408.The dynamic height is computed by dividing the NAVD 88
 OH0408.geopotential number by the normal gravity value computed on the
 OH0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0408.degrees latitude (g = 980.6199 gals.).
 OH0408
 OH0408.The modeled gravity was interpolated from observed gravity values.
 OH0408
 OH0408;                    North         East    Units  Estimated Accuracy
 OH0408;SPC ID W     -   150,420.      719,820.      MT  (+/- 180 meters Scaled)
 OH0408
 OH0408                          SUPERSEDED SURVEY CONTROL
 OH0408
 OH0408  NGVD 29 (??/??/92) 1883.366  (m)         6179.01   (f) ADJ UNCH    2 0
 OH0408
 OH0408.Superseded values are not recommended for survey control.
 OH0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0408.See file dsdata.txt to determine how the superseded data were derived.
 OH0408
 OH0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH217627(NAD 83)
 OH0408_MARKER: DB = BENCH MARK DISK
 OH0408_SETTING: 66 = SET IN ROCK OUTCROP
 OH0408_SP_SET: BEDROCK
 OH0408_STAMPING: J 82 1934
 OH0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH0408+STABILITY: POSITION/ELEVATION WELL
 OH0408
 OH0408  HISTORY     - Date     Condition        Report By
 OH0408  HISTORY     - 1934     MONUMENTED       CGS
 OH0408  HISTORY     - 1967     GOOD             NGS
 OH0408
 OH0408                          STATION DESCRIPTION
 OH0408
 OH0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OH0408'IN SILVER CITY.
 OH0408'AT SILVER CITY, 100 FEET SOUTHWEST OF THE IDAHO HOTEL, 42 FEET WEST OF
 OH0408'THE CENTER OF JORDAN STREET, 20 FEET NORTH OF AVALANCHE AVENUE, 10
 OH0408'FEET WEST OF THE STEPS TO A TAVERN AND 1 FOOT SOUTH OF THE WOODEN WALK
 OH0408'AROUND THE TAVERN CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 4
 OH0408'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0433 ***********************************************************************
 SV0433  DESIGNATION -  J 84
 SV0433  PID         -  SV0433
 SV0433  STATE/COUNTY-  ID/KOOTENAI
 SV0433  USGS QUAD   -  FERNAN LAKE (1981)
 SV0433
 SV0433                         *CURRENT SURVEY CONTROL
 SV0433  ___________________________________________________________________
 SV0433* NAD 83(1986)-  47 38 12.     (N)    116 42 42.     (W)     SCALED    
 SV0433* NAVD 88     -       688.241  (meters)    2258.00   (feet)  ADJUSTED  
 SV0433  ___________________________________________________________________
 SV0433  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 SV0433  DYNAMIC HT  -         688.263 (meters)    2258.08  (feet)  COMP
 SV0433  MODELED GRAV-     980,621.5   (mgal)                       NAVD 88
 SV0433
 SV0433  VERT ORDER  -  SECOND    CLASS 0
 SV0433
 SV0433.The horizontal coordinates were scaled from a topographic map and have
 SV0433.an estimated accuracy of +/- 6 seconds.
 SV0433
 SV0433.The orthometric height was determined by differential leveling
 SV0433.and adjusted by the National Geodetic Survey in June 1991..
 SV0433
 SV0433.The geoid height was determined by GEOID03.
 SV0433
 SV0433.The dynamic height is computed by dividing the NAVD 88
 SV0433.geopotential number by the normal gravity value computed on the
 SV0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0433.degrees latitude (g = 980.6199 gals.).
 SV0433
 SV0433.The modeled gravity was interpolated from observed gravity values.
 SV0433
 SV0433;                    North         East    Units  Estimated Accuracy
 SV0433;SPC ID W     -   663,820.      727,740.      MT  (+/- 180 meters Scaled)
 SV0433
 SV0433                          SUPERSEDED SURVEY CONTROL
 SV0433
 SV0433  NGVD 29 (??/??/92)  687.109  (m)         2254.29   (f) ADJ UNCH    2 0
 SV0433
 SV0433.Superseded values are not recommended for survey control.
 SV0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0433.See file dsdata.txt to determine how the superseded data were derived.
 SV0433
 SV0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN216759(NAD 83)
 SV0433_MARKER: DB = BENCH MARK DISK
 SV0433_SETTING: 80 = SET IN A BOULDER
 SV0433_SP_SET: BOULDER
 SV0433_STAMPING: J 84 1958
 SV0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0433+STABILITY: SURFACE MOTION
 SV0433
 SV0433  HISTORY     - Date     Condition        Report By
 SV0433  HISTORY     - 1958     MONUMENTED       CGS
 SV0433  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0433
 SV0433                          STATION DESCRIPTION
 SV0433
 SV0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0433'4.95 MI E FROM COEUR DALENE.
 SV0433'0.1 MILE SOUTH ALONG 4TH STREET FROM THE POST OFFICE AT COEUR D ALENE,
 SV0433'THENCE 4.85 MILES EAST ALONG U.S. HIGHWAY 10.  0.1 MILE SOUTHEAST OF
 SV0433'THE SUMMIT OF A HILL, 0.1 MILE NORTHEAST OF THE NORTHEAST EDGE OF
 SV0433'COEUR DALENE LAKE, 53.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SV0433'HIGHWAY, 29.6 FEET SOUTH OF A TELEPHONE POLE, 11.4 FEET SOUTHWEST OF A
 SV0433'FENCE, SET IN TOP OF A LARGE SAND STONE BOULDER PROJECTING 3 FEET
 SV0433'ABOVE THE GROUND AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.
 SV0433
 SV0433                          STATION RECOVERY (1976)
 SV0433
 SV0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0617 ***********************************************************************
 OZ0617  DESIGNATION -  J 85
 OZ0617  PID         -  OZ0617
 OZ0617  STATE/COUNTY-  ID/ELMORE
 OZ0617  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0617
 OZ0617                         *CURRENT SURVEY CONTROL
 OZ0617  ___________________________________________________________________
 OZ0617* NAD 83(1986)-  43 18 04.     (N)    115 54 25.     (W)     SCALED    
 OZ0617* NAVD 88     -       991.086  (meters)    3251.59   (feet)  ADJUSTED  
 OZ0617  ___________________________________________________________________
 OZ0617  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 OZ0617  DYNAMIC HT  -         990.650 (meters)    3250.16  (feet)  COMP
 OZ0617  MODELED GRAV-     980,146.3   (mgal)                       NAVD 88
 OZ0617
 OZ0617  VERT ORDER  -  FIRST     CLASS II
 OZ0617
 OZ0617.The horizontal coordinates were scaled from a topographic map and have
 OZ0617.an estimated accuracy of +/- 6 seconds.
 OZ0617
 OZ0617.The orthometric height was determined by differential leveling
 OZ0617.and adjusted by the National Geodetic Survey in June 1991..
 OZ0617
 OZ0617.The geoid height was determined by GEOID03.
 OZ0617
 OZ0617.The dynamic height is computed by dividing the NAVD 88
 OZ0617.geopotential number by the normal gravity value computed on the
 OZ0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0617.degrees latitude (g = 980.6199 gals.).
 OZ0617
 OZ0617.The modeled gravity was interpolated from observed gravity values.
 OZ0617
 OZ0617;                    North         East    Units  Estimated Accuracy
 OZ0617;SPC ID W     -   181,560.      787,270.      MT  (+/- 180 meters Scaled)
 OZ0617
 OZ0617                          SUPERSEDED SURVEY CONTROL
 OZ0617
 OZ0617  NGVD 29 (??/??/92)  990.136  (m)         3248.47   (f) ADJ UNCH    1 2
 OZ0617
 OZ0617.Superseded values are not recommended for survey control.
 OZ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0617.See file dsdata.txt to determine how the superseded data were derived.
 OZ0617
 OZ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH886948(NAD 83)
 OZ0617_MARKER: DB = BENCH MARK DISK
 OZ0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0617_STAMPING: J 85 1959
 OZ0617_MARK LOGO: CGS   
 OZ0617_PROJECTION: FLUSH
 OZ0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0617+STABILITY: SURFACE MOTION
 OZ0617
 OZ0617  HISTORY     - Date     Condition        Report By
 OZ0617  HISTORY     - 1959     MONUMENTED       CGS
 OZ0617  HISTORY     - 1983     GOOD             NGS
 OZ0617
 OZ0617                          STATION DESCRIPTION
 OZ0617
 OZ0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0617'10.0 MI SE FROM ORCHARD.
 OZ0617'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0617'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 5.55 MILES SOUTHEAST
 OZ0617'ALONG THE HIGHWAY, 111.6 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0617'HIGHWAY, 3.6 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN A
 OZ0617'CYLINDRICAL CONCRETE POST PROJECTING 1 INCH.
 OZ0617
 OZ0617                          STATION RECOVERY (1983)
 OZ0617
 OZ0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0617'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.2 KM
 OZ0617'(11.3 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0617'PACIFIC RAILROAD OVERPASS AT MOUNTAIN HOME, THENCE 8.4 KM (5.2 MI)
 OZ0617'NORTHWEST ALONG INTERSTATE 84, ON A FLAT ALONG THE SOUTHWEST RIGHT OF
 OZ0617'WAY FENCE, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 78, 34.0 METERS
 OZ0617'(112 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES,
 OZ0617'6.2 METERS (20 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD, 3.0 METERS
 OZ0617'(10 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 OZ0617'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 OZ0617'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1002 ***********************************************************************
 QB1002  DESIGNATION -  J 86
 QB1002  PID         -  QB1002
 QB1002  STATE/COUNTY-  ID/PAYETTE
 QB1002  USGS QUAD   -  PAYETTE (1974)
 QB1002
 QB1002                         *CURRENT SURVEY CONTROL
 QB1002  ___________________________________________________________________
 QB1002* NAD 83(1986)-  44 00 18.     (N)    116 56 01.     (W)     SCALED    
 QB1002* NAVD 88     -       681.616  (meters)    2236.27   (feet)  ADJUSTED  
 QB1002  ___________________________________________________________________
 QB1002  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 QB1002  DYNAMIC HT  -         681.411 (meters)    2235.60  (feet)  COMP
 QB1002  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 QB1002
 QB1002  VERT ORDER  -  SECOND    CLASS 0
 QB1002
 QB1002.The horizontal coordinates were scaled from a topographic map and have
 QB1002.an estimated accuracy of +/- 6 seconds.
 QB1002
 QB1002.The orthometric height was determined by differential leveling
 QB1002.and adjusted by the National Geodetic Survey in June 1991..
 QB1002
 QB1002.The geoid height was determined by GEOID03.
 QB1002
 QB1002.The dynamic height is computed by dividing the NAVD 88
 QB1002.geopotential number by the normal gravity value computed on the
 QB1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1002.degrees latitude (g = 980.6199 gals.).
 QB1002
 QB1002.The modeled gravity was interpolated from observed gravity values.
 QB1002
 QB1002;                    North         East    Units  Estimated Accuracy
 QB1002;SPC ID W     -   260,430.      705,080.      MT  (+/- 180 meters Scaled)
 QB1002
 QB1002                          SUPERSEDED SURVEY CONTROL
 QB1002
 QB1002  NGVD 29 (??/??/92)  680.67   (m)         2233.2    (f) COMPUTED    2 0
 QB1002
 QB1002.Superseded values are not recommended for survey control.
 QB1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1002.See file dsdata.txt to determine how the superseded data were derived.
 QB1002
 QB1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ053724(NAD 83)
 QB1002_MARKER: DB = BENCH MARK DISK
 QB1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB1002_STAMPING: J 86 1959
 QB1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB1002+STABILITY: SURFACE MOTION
 QB1002
 QB1002  HISTORY     - Date     Condition        Report By
 QB1002  HISTORY     - 1959     MONUMENTED       CGS
 QB1002
 QB1002                          STATION DESCRIPTION
 QB1002
 QB1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QB1002'1.15 MI S FROM FRUITLAND.
 QB1002'0.4 MILE WEST ON U.S. HIGHWAY 30 FROM THE POST OFFICE AT FRUITLAND,
 QB1002'THENCE 0.3 MILE SOUTH ON WHITLEY DRIVE, THENCE 0.45 MILE WEST ON A
 QB1002'PAVED ROAD TO A POINT WHERE THE ROAD GOES DOWN INTO THE SNAKE RIVER,
 QB1002'2.0 FEET WEST OF A CONCRETE STAND-PIPE, 2.0 FEET WEST OF A POWER POLE,
 QB1002'1.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE
 QB1002'CONCRETE POST PROJECTING 4 INCHES, AND AT THE SOUTHWEST CORNER OF A
 QB1002'APPLE ORCHARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0639 ***********************************************************************
 OZ0639  DESIGNATION -  J 87
 OZ0639  PID         -  OZ0639
 OZ0639  STATE/COUNTY-  ID/ELMORE
 OZ0639  USGS QUAD   -  REVERSE (1992)
 OZ0639
 OZ0639                         *CURRENT SURVEY CONTROL
 OZ0639  ___________________________________________________________________
 OZ0639* NAD 83(1992)-  43 05 04.82527(N)    115 35 00.29896(W)     ADJUSTED  
 OZ0639* NAVD 88     -       978.880  (meters)    3211.54   (feet)  ADJUSTED  
 OZ0639  ___________________________________________________________________
 OZ0639  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 OZ0639  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 OZ0639  DYNAMIC HT  -         978.441 (meters)    3210.10  (feet)  COMP
 OZ0639  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 OZ0639
 OZ0639  HORZ ORDER  -  THIRD
 OZ0639  VERT ORDER  -  SECOND    CLASS 0
 OZ0639
 OZ0639.The horizontal coordinates were established by classical geodetic methods
 OZ0639.and adjusted by the National Geodetic Survey in July 1992..
 OZ0639
 OZ0639.The orthometric height was determined by differential leveling
 OZ0639.and adjusted by the National Geodetic Survey in June 1991..
 OZ0639
 OZ0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0639
 OZ0639.The geoid height was determined by GEOID03.
 OZ0639
 OZ0639.The dynamic height is computed by dividing the NAVD 88
 OZ0639.geopotential number by the normal gravity value computed on the
 OZ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0639.degrees latitude (g = 980.6199 gals.).
 OZ0639
 OZ0639.The modeled gravity was interpolated from observed gravity values.
 OZ0639
 OZ0639;                    North         East     Units Scale Factor Converg.
 OZ0639;SPC ID W     -   157,516.023   813,563.820   MT  0.99993560   +0 06 49.6
 OZ0639;UTM  11      - 4,771,191.504   615,305.526   MT  0.99976356   +0 58 03.9
 OZ0639
 OZ0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0639!SPC ID W     -   0.99984901  x   0.99993560  =   0.99978462
 OZ0639!UTM  11      -   0.99984901  x   0.99976356  =   0.99961261
 OZ0639
 OZ0639                          SUPERSEDED SURVEY CONTROL
 OZ0639
 OZ0639  NAD 83(1986)-  43 05 04.82611(N)    115 35 00.29376(W) AD(       ) 3
 OZ0639  NAD 27      -  43 05 05.19900(N)    115 34 57.00300(W) AD(       ) 3
 OZ0639  NGVD 29 (??/??/92)  977.997  (m)         3208.65   (f) ADJ UNCH    2 0
 OZ0639
 OZ0639.Superseded values are not recommended for survey control.
 OZ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0639.See file dsdata.txt to determine how the superseded data were derived.
 OZ0639
 OZ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1530671192(NAD 83)
 OZ0639_MARKER: DB = BENCH MARK DISK
 OZ0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0639_STAMPING: J 87 1959
 OZ0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0639+STABILITY: SURFACE MOTION
 OZ0639
 OZ0639  HISTORY     - Date     Condition        Report By
 OZ0639  HISTORY     - 1959     MONUMENTED       CGS
 OZ0639  HISTORY     - 1959     GOOD             CGS
 OZ0639  HISTORY     - 1983     GOOD             NGS
 OZ0639
 OZ0639                          STATION DESCRIPTION
 OZ0639
 OZ0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ0639'TO REACH FROM MOUNTAIN HOME GO SOUTHEAST ON PAVED ROAD ALONG THE
 OZ0639'NORTHEAST SIDE OF THE RAILROAD TRACKS FOR 3.3 MILES TO A SIDE
 OZ0639'ROAD LEFT AND SIGN COMPRESSOR STATION NO. 11 PACIFIC NORTHWEST
 OZ0639'PIPELINE CORP.  TURN LEFT, EAST, ON PAVED ROAD AND GO 4.3
 OZ0639'MILES TO MARK ON THE RIGHT.  THE MARK IS 22.0 FEET SOUTH OF THE
 OZ0639'CENTERLINE OF THE ROAD, 4.0 FEET WEST OF TELEPHONE POLE NO. 9,
 OZ0639'1 FOOT EAST OF A METAL WITNESS POST WITH SIGN.
 OZ0639'
 OZ0639'THE MARK IS A STANDARD USC AND GS BENCH MARK DISK SET IN A SQUARE
 OZ0639'CONCRETE POST PROJECTING 3 INCHES AND STAMPED J 87 1959.
 OZ0639
 OZ0639                          STATION RECOVERY (1959)
 OZ0639
 OZ0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OZ0639'7.6 MI E FROM MOUNTAIN HOME.
 OZ0639'3.3 MILES SOUTHEAST ON SOUTH MAIN STREET FROM ITS INTERSECTION WITH
 OZ0639'U.S. HIGHWAY 30 AT MOUNTAIN HOME, THENCE 4.3 MILES EAST ON PAVED ROAD,
 OZ0639'22.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4.0 FEET WEST OF
 OZ0639'TELEPHONE POLE NO. 9, 1 FOOT EAST OF A METAL WITNESS POST WITH SIGN,
 OZ0639'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.
 OZ0639
 OZ0639                          STATION RECOVERY (1983)
 OZ0639
 OZ0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0558 ***********************************************************************
 NV0558  DESIGNATION -  J 88
 NV0558  PID         -  NV0558
 NV0558  STATE/COUNTY-  ID/ELMORE
 NV0558  USGS QUAD   -  HAMMETT (1992)
 NV0558
 NV0558                         *CURRENT SURVEY CONTROL
 NV0558  ___________________________________________________________________
 NV0558* NAD 83(1986)-  42 59 39.     (N)    115 22 45.     (W)     SCALED    
 NV0558* NAVD 88     -       943.074  (meters)    3094.07   (feet)  ADJUSTED  
 NV0558  ___________________________________________________________________
 NV0558  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 NV0558  DYNAMIC HT  -         942.663 (meters)    3092.72  (feet)  COMP
 NV0558  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 NV0558
 NV0558  VERT ORDER  -  SECOND    CLASS 0
 NV0558
 NV0558.The horizontal coordinates were scaled from a topographic map and have
 NV0558.an estimated accuracy of +/- 6 seconds.
 NV0558
 NV0558.The orthometric height was determined by differential leveling
 NV0558.and adjusted by the National Geodetic Survey in June 1991..
 NV0558
 NV0558.The geoid height was determined by GEOID03.
 NV0558
 NV0558.The dynamic height is computed by dividing the NAVD 88
 NV0558.geopotential number by the normal gravity value computed on the
 NV0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0558.degrees latitude (g = 980.6199 gals.).
 NV0558
 NV0558.The modeled gravity was interpolated from observed gravity values.
 NV0558
 NV0558;                    North         East    Units  Estimated Accuracy
 NV0558;SPC ID W     -   147,520.      830,240.      MT  (+/- 180 meters Scaled)
 NV0558
 NV0558                          SUPERSEDED SURVEY CONTROL
 NV0558
 NV0558  NGVD 29 (??/??/92)  942.232  (m)         3091.31   (f) ADJ UNCH    2 0
 NV0558
 NV0558.Superseded values are not recommended for survey control.
 NV0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0558.See file dsdata.txt to determine how the superseded data were derived.
 NV0558
 NV0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH321614(NAD 83)
 NV0558_MARKER: DB = BENCH MARK DISK
 NV0558_SETTING: 66 = SET IN ROCK OUTCROP
 NV0558_SP_SET: BEDROCK
 NV0558_STAMPING: J 88 1959
 NV0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0558+STABILITY: POSITION/ELEVATION WELL
 NV0558
 NV0558  HISTORY     - Date     Condition        Report By
 NV0558  HISTORY     - 1959     MONUMENTED       CGS
 NV0558  HISTORY     - 1983     GOOD             NGS
 NV0558
 NV0558                          STATION DESCRIPTION
 NV0558
 NV0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NV0558'6.35 MI NW FROM GLENNS FERRY.
 NV0558'0.1 MILE WEST ALONG IDAHO AVE. FROM THE GLENNS FERRY RAILROAD STATION,
 NV0558'THENCE 0.3 MILE NORTH ON COMMERCIAL STREET, THENCE 0.4 MILE WEST ON
 NV0558'U.S. HIGHWAY 30, THENCE 4.45 MILES NORTHWEST ON PAVED ROAD, THENCE 1.1
 NV0558'MILE WEST ON PAVED ROAD, 66.0 FEET NORTH OF THE CENTERLINE OF THE
 NV0558'ROAD, 10.0 FEET SOUTH OF THE EDGE OF A ROCK BLUFF, 4.0 FEET NORTH OF A
 NV0558'METAL WITNESS POST WITH SIGN, SET IN A DRILL HOLE IN BEDROCK FLUSH
 NV0558'WITH THE GROUND.
 NV0558
 NV0558                          STATION RECOVERY (1983)
 NV0558
 NV0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0558'0.15 KM (0.1 MI) WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0558'STATION AT KING HILL, THENCE 0.5 KM (0.3 MI) NORTH ALONG COMMERCIAL
 NV0558'ST, THENCE 0.65 KM (0.4 MI) WEST ALONG OLD HWY 30, THENCE 0.85 KM
 NV0558'(0.55 MI) NORTH ALONG BANNOCK ROAD, THENCE 8.1 KM (5.05) NORTHWEST
 NV0558'ALONG BENNETT ROAD, IN TOP OF AND 0.3 M (1.0 KM) NORTH OF THE SOUTH
 NV0558'EDGE 0.15 KM (0.1 MI) WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0558'STATION, AT KING HALL , THENCE 0.5 KM (0.3 MI) NORTH ALONG COMMERCIAL
 NV0558'ST, THENCE 0.65 KM (0.4 MI) WEST ALONG OLD HWY 30, THENCE 0.85 KM
 NV0558'(0.55 MI) NORTH ALONG BANNOCK ROAD, THENCE 8.1 KM (5.05 MI) NORTHWEST
 NV0558'ALONG BENNETT ROAD, IN TOP OF AND 0.3 KM (1.0 KM) NORTH OF THE SOUTH
 NV0558'EDGE OF A 3 X 4 FT. VOLCANIC ROCK OUTCROP FLUSH WITH THE GROUND ON A
 NV0558'EAST-WEST RIM ROCK, 0.25 KM (0.15 MI) SOUTHEAST OF ALAKLI CREEK, 20.1
 NV0558'MI (66.0 MI) NORTHEAST CENTERLINE ROAD, 3.0 MI (10.0 KM) SOUTH OF THE
 NV0558'NORTH EDGE OF THE RIM ROCK, 0.3 MI (1.0 KM) EAST OF THE WEST EDGE OF
 NV0558'THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0141 ***********************************************************************
 PZ0141  DESIGNATION -  J 89
 PZ0141  PID         -  PZ0141
 PZ0141  STATE/COUNTY-  ID/CLARK
 PZ0141  USGS QUAD   -  SPENCER SOUTH (1972)
 PZ0141
 PZ0141                         *CURRENT SURVEY CONTROL
 PZ0141  ___________________________________________________________________
 PZ0141* NAD 83(1986)-  44 20 59.     (N)    112 10 49.     (W)     SCALED    
 PZ0141* NAVD 88     -      1796.250  (meters)    5893.20   (feet)  ADJUSTED  
 PZ0141  ___________________________________________________________________
 PZ0141  GEOID HEIGHT-         -10.20  (meters)                     GEOID03
 PZ0141  DYNAMIC HT  -        1795.305 (meters)    5890.10  (feet)  COMP
 PZ0141  MODELED GRAV-     980,028.1   (mgal)                       NAVD 88
 PZ0141
 PZ0141  VERT ORDER  -  FIRST     CLASS II
 PZ0141
 PZ0141.The horizontal coordinates were scaled from a topographic map and have
 PZ0141.an estimated accuracy of +/- 6 seconds.
 PZ0141
 PZ0141.The orthometric height was determined by differential leveling
 PZ0141.and adjusted by the National Geodetic Survey in June 1991..
 PZ0141
 PZ0141.The geoid height was determined by GEOID03.
 PZ0141
 PZ0141.The dynamic height is computed by dividing the NAVD 88
 PZ0141.geopotential number by the normal gravity value computed on the
 PZ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0141.degrees latitude (g = 980.6199 gals.).
 PZ0141
 PZ0141.The modeled gravity was interpolated from observed gravity values.
 PZ0141
 PZ0141;                    North         East    Units  Estimated Accuracy
 PZ0141;SPC ID E     -   298,050.      198,920.      MT  (+/- 180 meters Scaled)
 PZ0141
 PZ0141                          SUPERSEDED SURVEY CONTROL
 PZ0141
 PZ0141  NGVD 29 (??/??/92) 1795.034  (m)         5889.21   (f) ADJ UNCH    1 2
 PZ0141
 PZ0141.Superseded values are not recommended for survey control.
 PZ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0141.See file dsdata.txt to determine how the superseded data were derived.
 PZ0141
 PZ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ059113(NAD 83)
 PZ0141_MARKER: DB = BENCH MARK DISK
 PZ0141_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0141_SP_SET: LAVA OUTCROP
 PZ0141_STAMPING: J 89 1959
 PZ0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0141+STABILITY: POSITION/ELEVATION WELL
 PZ0141
 PZ0141  HISTORY     - Date     Condition        Report By
 PZ0141  HISTORY     - 1959     MONUMENTED       CGS
 PZ0141  HISTORY     - 1967     GOOD             NGS
 PZ0141
 PZ0141                          STATION DESCRIPTION
 PZ0141
 PZ0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0141'0.6 MI S FROM SPENCER.
 PZ0141'0.6 MILE SOUTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER, 0.1
 PZ0141'MILE SOUTHWEST OF THE UNION PACIFIC RAILROAD, IN THE TOP OF A 3- BY
 PZ0141'6-FOOT LAVA OUTCROP PROJECTING ABOUT 1 FOOT ABOVE THE GROUND, 76 FEET
 PZ0141'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 64 FEET WEST OF THE
 PZ0141'SOUTHEAST END OF A WOODEN SNOW FENCE, 2.9 FEET SOUTH OF A WITNESS
 PZ0141'POST, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0302 ***********************************************************************
 PZ0302  DESIGNATION -  J 9
 PZ0302  PID         -  PZ0302
 PZ0302  STATE/COUNTY-  ID/LEMHI
 PZ0302  USGS QUAD   -  PURCELL SPRING (1989)
 PZ0302
 PZ0302                         *CURRENT SURVEY CONTROL
 PZ0302  ___________________________________________________________________
 PZ0302* NAD 83(1986)-  44 35 45.     (N)    113 19 00.     (W)     SCALED    
 PZ0302* NAVD 88     -      1920.736  (meters)    6301.61   (feet)  ADJUSTED  
 PZ0302  ___________________________________________________________________
 PZ0302  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 PZ0302  DYNAMIC HT  -        1919.591 (meters)    6297.86  (feet)  COMP
 PZ0302  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 PZ0302
 PZ0302  VERT ORDER  -  SECOND    CLASS 0
 PZ0302
 PZ0302.The horizontal coordinates were scaled from a topographic map and have
 PZ0302.an estimated accuracy of +/- 6 seconds.
 PZ0302
 PZ0302.The orthometric height was determined by differential leveling
 PZ0302.and adjusted by the National Geodetic Survey in June 1991..
 PZ0302
 PZ0302.The geoid height was determined by GEOID03.
 PZ0302
 PZ0302.The dynamic height is computed by dividing the NAVD 88
 PZ0302.geopotential number by the normal gravity value computed on the
 PZ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0302.degrees latitude (g = 980.6199 gals.).
 PZ0302
 PZ0302.The modeled gravity was interpolated from observed gravity values.
 PZ0302
 PZ0302;                    North         East    Units  Estimated Accuracy
 PZ0302;SPC ID C     -   325,630.      554,250.      MT  (+/- 180 meters Scaled)
 PZ0302
 PZ0302                          SUPERSEDED SURVEY CONTROL
 PZ0302
 PZ0302  NGVD 29 (??/??/92) 1919.309  (m)         6296.93   (f) ADJ UNCH    2 0
 PZ0302
 PZ0302.Superseded values are not recommended for survey control.
 PZ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0302.See file dsdata.txt to determine how the superseded data were derived.
 PZ0302
 PZ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ161406(NAD 83)
 PZ0302_MARKER: DB = BENCH MARK DISK
 PZ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0302_STAMPING: J 9 1929
 PZ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0302+STABILITY: SURFACE MOTION
 PZ0302
 PZ0302  HISTORY     - Date     Condition        Report By
 PZ0302  HISTORY     - 1929     MONUMENTED       USGS
 PZ0302
 PZ0302                          STATION DESCRIPTION
 PZ0302
 PZ0302'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 PZ0302'6.4 MI S FROM LEADORE.
 PZ0302'ABOUT 6.4 MILES SOUTH ALONG THE GILMORE AND PITTSBURGH RAILROAD FROM
 PZ0302'THE STATION AT LEADORE, LEMHI COUNTY, ABOUT 30 FEET SOUTH OF A POLE
 PZ0302'PAINTED U.S.G.S.P.B.M. 6285, ABOUT 40 FEET EAST OF THE TRACK, AND IN
 PZ0302'LINE WITH A ROW OF POLES.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PZ0302'DISK, STAMPED J 9 1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0070 ***********************************************************************
 PZ0070  DESIGNATION -  J 90
 PZ0070  PID         -  PZ0070
 PZ0070  STATE/COUNTY-  ID/JEFFERSON
 PZ0070  USGS QUAD   -  CAMAS (1964)
 PZ0070
 PZ0070                         *CURRENT SURVEY CONTROL
 PZ0070  ___________________________________________________________________
 PZ0070* NAD 83(1986)-  44 01 21.     (N)    112 14 04.     (W)     SCALED    
 PZ0070* NAVD 88     -      1475.107  (meters)    4839.58   (feet)  ADJUSTED  
 PZ0070  ___________________________________________________________________
 PZ0070  GEOID HEIGHT-         -11.22  (meters)                     GEOID03
 PZ0070  DYNAMIC HT  -        1474.392 (meters)    4837.23  (feet)  COMP
 PZ0070  MODELED GRAV-     980,082.3   (mgal)                       NAVD 88
 PZ0070
 PZ0070  VERT ORDER  -  FIRST     CLASS II
 PZ0070
 PZ0070.The horizontal coordinates were scaled from a topographic map and have
 PZ0070.an estimated accuracy of +/- 6 seconds.
 PZ0070
 PZ0070.The orthometric height was determined by differential leveling
 PZ0070.and adjusted by the National Geodetic Survey in June 1991..
 PZ0070
 PZ0070.The geoid height was determined by GEOID03.
 PZ0070
 PZ0070.The dynamic height is computed by dividing the NAVD 88
 PZ0070.geopotential number by the normal gravity value computed on the
 PZ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0070.degrees latitude (g = 980.6199 gals.).
 PZ0070
 PZ0070.The modeled gravity was interpolated from observed gravity values.
 PZ0070
 PZ0070;                    North         East    Units  Estimated Accuracy
 PZ0070;SPC ID E     -   261,700.      194,570.      MT  (+/- 180 meters Scaled)
 PZ0070
 PZ0070                          SUPERSEDED SURVEY CONTROL
 PZ0070
 PZ0070  NGVD 29 (??/??/92) 1474.009  (m)         4835.98   (f) ADJ UNCH    1 2
 PZ0070
 PZ0070.Superseded values are not recommended for survey control.
 PZ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0070.See file dsdata.txt to determine how the superseded data were derived.
 PZ0070
 PZ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP010751(NAD 83)
 PZ0070_MARKER: DB = BENCH MARK DISK
 PZ0070_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0070_SP_SET: LAVA OUTCROP
 PZ0070_STAMPING: J 90 1959
 PZ0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0070+STABILITY: POSITION/ELEVATION WELL
 PZ0070
 PZ0070  HISTORY     - Date     Condition        Report By
 PZ0070  HISTORY     - 1959     MONUMENTED       CGS
 PZ0070  HISTORY     - 1967     GOOD             NGS
 PZ0070
 PZ0070                          STATION DESCRIPTION
 PZ0070
 PZ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0070'6.8 MI N FROM HAMER.
 PZ0070'6.8 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 PZ0070'HAMER, 0.05 MILE NORTH OF THE JUNCTION OF AN ASPHALT ROAD EAST, IN THE
 PZ0070'TOP OF A LAVA OUTCROP PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND, 53
 PZ0070'FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 87 FEET
 PZ0070'WEST OF THE CENTER LINE OF AN ASPHALT ROAD, 46 FEET WEST OF A FENCE,
 PZ0070'46.3 FEET WEST OF A WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE
 PZ0070'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0229 ***********************************************************************
 PY0229  DESIGNATION -  J 92
 PY0229  PID         -  PY0229
 PY0229  STATE/COUNTY-  ID/FREMONT
 PY0229  USGS QUAD   -  SAWTELL PK (1964)
 PY0229
 PY0229                         *CURRENT SURVEY CONTROL
 PY0229  ___________________________________________________________________
 PY0229* NAD 83(1986)-  44 36 30.     (N)    111 28 35.     (W)     SCALED    
 PY0229* NAVD 88     -      2034.007  (meters)    6673.24   (feet)  POSTED    
 PY0229  ___________________________________________________________________
 PY0229  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 PY0229  DYNAMIC HT  -        2032.890 (meters)    6669.57  (feet)  COMP
 PY0229  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 PY0229
 PY0229  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0229
 PY0229.The horizontal coordinates were scaled from a topographic map and have
 PY0229.an estimated accuracy of +/- 6 seconds.
 PY0229
 PY0229.The orthometric height was determined by differential leveling
 PY0229.and adjusted by the National Geodetic Survey in 1992..
 PY0229.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0229.rate of 1.1 thru 2.0 mm/km.
 PY0229
 PY0229.The geoid height was determined by GEOID03.
 PY0229
 PY0229.The dynamic height is computed by dividing the NAVD 88
 PY0229.geopotential number by the normal gravity value computed on the
 PY0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0229.degrees latitude (g = 980.6199 gals.).
 PY0229
 PY0229.The modeled gravity was interpolated from observed gravity values.
 PY0229
 PY0229;                    North         East    Units  Estimated Accuracy
 PY0229;SPC ID E     -   327,020.      254,790.      MT  (+/- 180 meters Scaled)
 PY0229
 PY0229                          SUPERSEDED SURVEY CONTROL
 PY0229
 PY0229  NGVD 29 (??/??/92) 2032.604  (m)         6668.64   (f) ADJ UNCH    1 2
 PY0229
 PY0229.Superseded values are not recommended for survey control.
 PY0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0229.See file dsdata.txt to determine how the superseded data were derived.
 PY0229
 PY0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ621395(NAD 83)
 PY0229_MARKER: DB = BENCH MARK DISK
 PY0229_SETTING: 66 = SET IN ROCK OUTCROP
 PY0229_SP_SET: ROCK OUTCROP
 PY0229_STAMPING: J 92 1934
 PY0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0229+STABILITY: POSITION/ELEVATION WELL
 PY0229
 PY0229  HISTORY     - Date     Condition        Report By
 PY0229  HISTORY     - 1934     MONUMENTED       CGS
 PY0229  HISTORY     - 1964     GOOD             NGS
 PY0229
 PY0229                          STATION DESCRIPTION
 PY0229
 PY0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0229'8.95 MI SW FROM HENRYS LAKE.
 PY0229'ABOUT 1.55 MILES NORTHWEST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE
 PY0229'TO HENRYS LAKE LODGE AT HENRYS LAKE, THENCE 7.4 MILES SOUTHWEST ALONG
 PY0229'A WINDING GRAVELED AND GRADED DIRT ROAD, ABOUT 0.1 MILE WEST OF A
 PY0229'CURVE IN THE ROAD, 9 FEET NORTH OF THE CENTER LINE OF THE ROAD, 26
 PY0229'FEET SOUTH OF A FENCE, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS
 PY0229'ABOUT 18 INCHES AND IS ON THE NORTH EDGE OF THE ROAD, 4.3 FEET SOUTH
 PY0229'OF A METAL WITNESS POST, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 PY0229'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0636 ***********************************************************************
 SU0636  DESIGNATION -  J 93
 SU0636  PID         -  SU0636
 SU0636  STATE/COUNTY-  ID/SHOSHONE
 SU0636  USGS QUAD   -  PRICHARD (1996)
 SU0636
 SU0636                         *CURRENT SURVEY CONTROL
 SU0636  ___________________________________________________________________
 SU0636* NAD 83(1986)-  47 43 42.     (N)    115 59 54.     (W)     SCALED    
 SU0636* NAVD 88     -       773.328  (meters)    2537.16   (feet)  ADJUSTED  
 SU0636  ___________________________________________________________________
 SU0636  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 SU0636  DYNAMIC HT  -         773.325 (meters)    2537.15  (feet)  COMP
 SU0636  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 SU0636
 SU0636  VERT ORDER  -  SECOND    CLASS 0
 SU0636
 SU0636.The horizontal coordinates were scaled from a topographic map and have
 SU0636.an estimated accuracy of +/- 6 seconds.
 SU0636
 SU0636.The orthometric height was determined by differential leveling
 SU0636.and adjusted by the National Geodetic Survey in June 1991..
 SU0636
 SU0636.The geoid height was determined by GEOID03.
 SU0636
 SU0636.The dynamic height is computed by dividing the NAVD 88
 SU0636.geopotential number by the normal gravity value computed on the
 SU0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0636.degrees latitude (g = 980.6199 gals.).
 SU0636
 SU0636.The modeled gravity was interpolated from observed gravity values.
 SU0636
 SU0636;                    North         East    Units  Estimated Accuracy
 SU0636;SPC ID W     -   673,590.      781,370.      MT  (+/- 180 meters Scaled)
 SU0636
 SU0636                          SUPERSEDED SURVEY CONTROL
 SU0636
 SU0636  NGVD 29 (??/??/92)  772.182  (m)         2533.40   (f) ADJ UNCH    2 0
 SU0636
 SU0636.Superseded values are not recommended for survey control.
 SU0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0636.See file dsdata.txt to determine how the superseded data were derived.
 SU0636
 SU0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN751865(NAD 83)
 SU0636_MARKER: DB = BENCH MARK DISK
 SU0636_SETTING: 66 = SET IN ROCK OUTCROP
 SU0636_SP_SET: OUTCROP
 SU0636_STAMPING: J 93 1958
 SU0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SU0636+STABILITY: POSITION/ELEVATION WELL
 SU0636
 SU0636  HISTORY     - Date     Condition        Report By
 SU0636  HISTORY     - 1958     MONUMENTED       CGS
 SU0636  HISTORY     - 1983     GOOD             NGS
 SU0636
 SU0636                          STATION DESCRIPTION
 SU0636
 SU0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SU0636'1.95 MI NW FROM SHOSHONE STATION.
 SU0636'1.95 MILES NORTHWEST ALONG A GRAVEL ROAD FROM SHOSHONE STATION, 0.15
 SU0636'MILE SOUTHEAST OF THE JUNCTION OF TRACK ROAD NO. 802 LEADING NORTHWEST
 SU0636'TO VENUS CREEK, 0.15 MILE NORTHWEST OF A POST SUPPORTING A JACK CREEK
 SU0636'SIGN, SET VERTICALLY IN THE SOUTH FACE OF AN OUTCROP, 30 1/2 FEET
 SU0636'NORTHEAST OF THE CENTER LINE OF THE ROAD, 189 FEET EAST AND ACROSS THE
 SU0636'ROAD FROM A TELEPHONE POLE, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
 SU0636
 SU0636                          STATION RECOVERY (1983)
 SU0636
 SU0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SU0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0079 ***********************************************************************
 SV0079  DESIGNATION -  J 94
 SV0079  PID         -  SV0079
 SV0079  STATE/COUNTY-  ID/KOOTENAI
 SV0079  USGS QUAD   -  SKITWISH PEAK (1996)
 SV0079
 SV0079                         *CURRENT SURVEY CONTROL
 SV0079  ___________________________________________________________________
 SV0079* NAD 83(1986)-  47 44 42.     (N)    116 26 50.     (W)     SCALED    
 SV0079* NAVD 88     -       817.331  (meters)    2681.53   (feet)  ADJUSTED  
 SV0079  ___________________________________________________________________
 SV0079  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 SV0079  DYNAMIC HT  -         817.304 (meters)    2681.44  (feet)  COMP
 SV0079  MODELED GRAV-     980,553.2   (mgal)                       NAVD 88
 SV0079
 SV0079  VERT ORDER  -  SECOND    CLASS 0
 SV0079
 SV0079.The horizontal coordinates were scaled from a topographic map and have
 SV0079.an estimated accuracy of +/- 6 seconds.
 SV0079
 SV0079.The orthometric height was determined by differential leveling
 SV0079.and adjusted by the National Geodetic Survey in June 1991..
 SV0079
 SV0079.The geoid height was determined by GEOID03.
 SV0079
 SV0079.The dynamic height is computed by dividing the NAVD 88
 SV0079.geopotential number by the normal gravity value computed on the
 SV0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0079.degrees latitude (g = 980.6199 gals.).
 SV0079
 SV0079.The modeled gravity was interpolated from observed gravity values.
 SV0079
 SV0079;                    North         East    Units  Estimated Accuracy
 SV0079;SPC ID W     -   675,650.      747,720.      MT  (+/- 180 meters Scaled)
 SV0079
 SV0079                          SUPERSEDED SURVEY CONTROL
 SV0079
 SV0079  NGVD 29 (??/??/92)  816.136  (m)         2677.61   (f) ADJ UNCH    2 0
 SV0079
 SV0079.Superseded values are not recommended for survey control.
 SV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0079.See file dsdata.txt to determine how the superseded data were derived.
 SV0079
 SV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN414881(NAD 83)
 SV0079_MARKER: DB = BENCH MARK DISK
 SV0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0079_STAMPING: J 94 1958
 SV0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0079+STABILITY: SURFACE MOTION
 SV0079
 SV0079  HISTORY     - Date     Condition        Report By
 SV0079  HISTORY     - 1958     MONUMENTED       CGS
 SV0079  HISTORY     - 1980     MARK NOT FOUND   USGS
 SV0079
 SV0079                          STATION DESCRIPTION
 SV0079
 SV0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0079'17.2 MI SW FROM MAGEE RANGER STATION.
 SV0079'5.0 MILES SOUTH ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION, THENCE
 SV0079'8.4 MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE 3.8 MILES NORTHWEST
 SV0079'ALONG A GRAVEL ROAD, 1.25 MILES EAST OF A BRIDGE OVER NORTH FORK COEUR
 SV0079'DALENE RIVER, 0.65 MILE EAST OF THE Y JUNCTION OF A ROAD NORTHEAST,
 SV0079'0.35 MILE WEST OF THE CROSSING OF LAVOIE CREEK, 0.1 MILE NORTHWEST OF
 SV0079'A CURVE, IN A SMALL CLEARING, 19 FEET SOUTHEAST OF THE CENTER LINE OF
 SV0079'THE ROAD, 12 1/2 FEET NORTHWEST OF THE NORTHWEST BANK OF A CREEK, 5
 SV0079'1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 3.1 FEET NORTHWEST OF A
 SV0079'WITNESS POST, 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 SV0079'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 SV0079
 SV0079                          STATION RECOVERY (1980)
 SV0079
 SV0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0485 ***********************************************************************
 SV0485  DESIGNATION -  J 95
 SV0485  PID         -  SV0485
 SV0485  STATE/COUNTY-  ID/KOOTENAI
 SV0485  USGS QUAD   -  WOLF LODGE (1996)
 SV0485
 SV0485                         *CURRENT SURVEY CONTROL
 SV0485  ___________________________________________________________________
 SV0485* NAD 83(1986)-  47 44 47.     (N)    116 32 21.     (W)     SCALED    
 SV0485* NAVD 88     -      1158.995  (meters)    3802.47   (feet)  ADJUSTED  
 SV0485  ___________________________________________________________________
 SV0485  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 SV0485  DYNAMIC HT  -        1158.928 (meters)    3802.25  (feet)  COMP
 SV0485  MODELED GRAV-     980,513.8   (mgal)                       NAVD 88
 SV0485
 SV0485  VERT ORDER  -  SECOND    CLASS 0
 SV0485
 SV0485.The horizontal coordinates were scaled from a topographic map and have
 SV0485.an estimated accuracy of +/- 6 seconds.
 SV0485
 SV0485.The orthometric height was determined by differential leveling
 SV0485.and adjusted by the National Geodetic Survey in June 1991..
 SV0485
 SV0485.The geoid height was determined by GEOID03.
 SV0485
 SV0485.The dynamic height is computed by dividing the NAVD 88
 SV0485.geopotential number by the normal gravity value computed on the
 SV0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0485.degrees latitude (g = 980.6199 gals.).
 SV0485
 SV0485.The modeled gravity was interpolated from observed gravity values.
 SV0485
 SV0485;                    North         East    Units  Estimated Accuracy
 SV0485;SPC ID W     -   675,870.      740,820.      MT  (+/- 180 meters Scaled)
 SV0485
 SV0485                          SUPERSEDED SURVEY CONTROL
 SV0485
 SV0485  NGVD 29 (??/??/92) 1157.779  (m)         3798.48   (f) ADJ UNCH    2 0
 SV0485
 SV0485.Superseded values are not recommended for survey control.
 SV0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0485.See file dsdata.txt to determine how the superseded data were derived.
 SV0485
 SV0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN345882(NAD 83)
 SV0485_MARKER: DB = BENCH MARK DISK
 SV0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0485_SP_SET: STEP
 SV0485_STAMPING: J 95 1958
 SV0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0485
 SV0485  HISTORY     - Date     Condition        Report By
 SV0485  HISTORY     - 1958     MONUMENTED       CGS
 SV0485
 SV0485                          STATION DESCRIPTION
 SV0485
 SV0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0485'18.35 MI NE FROM COEUR DALENE.
 SV0485'1.3 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE AT COEUR
 SV0485'DALENE, THENCE 17.05 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD, 0.3
 SV0485'MILE NORTHWEST OF A CURVE AND THE Y JUNCTION OF A GRAVEL ROAD LEADING
 SV0485'SOUTH UPHILL, ON THE INSIDE OF A CURVE, AT A ROCKY CUT, SET VERTICALLY
 SV0485'IN THE NORTHEAST FACE OF THE BOTTOM STEP OF A HARD SHALE OUTCROP WHICH
 SV0485'PROJECTS 20 FEET ABOVE THE ROAD, 26 FEET SOUTHWEST OF THE CENTER LINE
 SV0485'OF THE ROAD, AND 7 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0333 ***********************************************************************
 OY0333  DESIGNATION -  J 96
 OY0333  PID         -  OY0333
 OY0333  STATE/COUNTY-  ID/BINGHAM
 OY0333  USGS QUAD   -  FORT HALL (1971)
 OY0333
 OY0333                         *CURRENT SURVEY CONTROL
 OY0333  ___________________________________________________________________
 OY0333* NAD 83(1986)-  43 03 48.     (N)    112 24 15.     (W)     SCALED    
 OY0333* NAVD 88     -      1351.947  (meters)    4435.51   (feet)  ADJUSTED  
 OY0333  ___________________________________________________________________
 OY0333  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 OY0333  DYNAMIC HT  -        1351.209 (meters)    4433.09  (feet)  COMP
 OY0333  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 OY0333
 OY0333  VERT ORDER  -  SECOND    CLASS 0
 OY0333
 OY0333.The horizontal coordinates were scaled from a topographic map and have
 OY0333.an estimated accuracy of +/- 6 seconds.
 OY0333
 OY0333.The orthometric height was determined by differential leveling
 OY0333.and adjusted by the National Geodetic Survey in June 1991..
 OY0333
 OY0333.The geoid height was determined by GEOID03.
 OY0333
 OY0333.The dynamic height is computed by dividing the NAVD 88
 OY0333.geopotential number by the normal gravity value computed on the
 OY0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0333.degrees latitude (g = 980.6199 gals.).
 OY0333
 OY0333.The modeled gravity was interpolated from observed gravity values.
 OY0333
 OY0333;                    North         East    Units  Estimated Accuracy
 OY0333;SPC ID E     -   155,160.      180,660.      MT  (+/- 180 meters Scaled)
 OY0333
 OY0333                          SUPERSEDED SURVEY CONTROL
 OY0333
 OY0333  NGVD 29 (??/??/92) 1350.91   (m)         4432.1    (f) COMPUTED    2 0
 OY0333
 OY0333.Superseded values are not recommended for survey control.
 OY0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0333.See file dsdata.txt to determine how the superseded data were derived.
 OY0333
 OY0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN856688(NAD 83)
 OY0333_MARKER: DB = BENCH MARK DISK
 OY0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0333_STAMPING: J 96 1960
 OY0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0333+STABILITY: SURFACE MOTION
 OY0333
 OY0333  HISTORY     - Date     Condition        Report By
 OY0333  HISTORY     - 1960     MONUMENTED       CGS
 OY0333
 OY0333                          STATION DESCRIPTION
 OY0333
 OY0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0333'9.25 MI S FROM BLACKFOOT.
 OY0333'3.4 MILES SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0333'HIGHWAY 26 AT BLACKFOOT TO INTERSTATE HIGHWAY 15, THENCE 5.85 MILES
 OY0333'SOUTH ON 15, 95 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC
 OY0333'LANE, 2.5 FEET SOUTHWEST OF A FENCE POST WITH WITNESS SIGN ATTACHED,
 OY0333'1.6 FEET WEST OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 OY0333'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0300 ***********************************************************************
 OY0300  DESIGNATION -  J 96
 OY0300  PID         -  OY0300
 OY0300  STATE/COUNTY-  ID/BINGHAM
 OY0300  USGS QUAD   -  FIRTH (1979)
 OY0300
 OY0300                         *CURRENT SURVEY CONTROL
 OY0300  ___________________________________________________________________
 OY0300* NAD 83(1986)-  43 17 36.     (N)    112 14 29.     (W)     SCALED    
 OY0300* NAVD 88     -      1389.630  (meters)    4559.14   (feet)  ADJUSTED  
 OY0300  ___________________________________________________________________
 OY0300  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 OY0300  DYNAMIC HT  -        1388.872 (meters)    4556.66  (feet)  COMP
 OY0300  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 OY0300
 OY0300  VERT ORDER  -  SECOND    CLASS 0
 OY0300
 OY0300.The horizontal coordinates were scaled from a topographic map and have
 OY0300.an estimated accuracy of +/- 6 seconds.
 OY0300
 OY0300.The orthometric height was determined by differential leveling
 OY0300.and adjusted by the National Geodetic Survey in June 1991..
 OY0300
 OY0300.The geoid height was determined by GEOID03.
 OY0300
 OY0300.The dynamic height is computed by dividing the NAVD 88
 OY0300.geopotential number by the normal gravity value computed on the
 OY0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0300.degrees latitude (g = 980.6199 gals.).
 OY0300
 OY0300.The modeled gravity was interpolated from observed gravity values.
 OY0300
 OY0300;                    North         East    Units  Estimated Accuracy
 OY0300;SPC ID E     -   180,690.      193,940.      MT  (+/- 180 meters Scaled)
 OY0300
 OY0300                          SUPERSEDED SURVEY CONTROL
 OY0300
 OY0300  NGVD 29 (??/??/92) 1388.555  (m)         4555.62   (f) ADJ UNCH    2 0
 OY0300
 OY0300.Superseded values are not recommended for survey control.
 OY0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0300.See file dsdata.txt to determine how the superseded data were derived.
 OY0300
 OY0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN992941(NAD 83)
 OY0300_MARKER: DB = BENCH MARK DISK
 OY0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0300_STAMPING: J 96 1959
 OY0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0300+STABILITY: SURFACE MOTION
 OY0300
 OY0300  HISTORY     - Date     Condition        Report By
 OY0300  HISTORY     - 1959     MONUMENTED       CGS
 OY0300
 OY0300                          STATION DESCRIPTION
 OY0300
 OY0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0300'3.4 MI SW FROM RIVERVIEW SCHOOL.
 OY0300'0.5 MILE WEST ON GRAVEL ROAD FROM THE RIVERVIEW SCHOOL (1.7 MILES
 OY0300'NORTHWEST OF FIRTH) TO A CROSS ROAD, THENCE 2.0 MILES SOUTHWEST ALONG
 OY0300'THE NORTHWEST AND SOUTHEAST SIDE OF A CANAL TO A PAVED ROAD, THENCE
 OY0300'0.9 MILE SOUTHWEST ON PAVED ROAD, 30 FEET SOUTHEAST OF THE CENTER OF
 OY0300'THE ROAD, 6.5 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN, 2.2
 OY0300'FEET NORTHWEST OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 OY0300'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0090 ***********************************************************************
 NU0090  DESIGNATION -  J 97
 NU0090  PID         -  NU0090
 NU0090  STATE/COUNTY-  ID/BANNOCK
 NU0090  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0090
 NU0090                         *CURRENT SURVEY CONTROL
 NU0090  ___________________________________________________________________
 NU0090* NAD 83(1986)-  42 51 32.     (N)    112 25 04.     (W)     SCALED    
 NU0090* NAVD 88     -      1447.174  (meters)    4747.94   (feet)  ADJUSTED  
 NU0090  ___________________________________________________________________
 NU0090  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 NU0090  DYNAMIC HT  -        1446.350 (meters)    4745.23  (feet)  COMP
 NU0090  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 NU0090
 NU0090  VERT ORDER  -  SECOND    CLASS 0
 NU0090
 NU0090.The horizontal coordinates were scaled from a topographic map and have
 NU0090.an estimated accuracy of +/- 6 seconds.
 NU0090
 NU0090.The orthometric height was determined by differential leveling
 NU0090.and adjusted by the National Geodetic Survey in June 1991..
 NU0090
 NU0090.The geoid height was determined by GEOID03.
 NU0090
 NU0090.The dynamic height is computed by dividing the NAVD 88
 NU0090.geopotential number by the normal gravity value computed on the
 NU0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0090.degrees latitude (g = 980.6199 gals.).
 NU0090
 NU0090.The modeled gravity was interpolated from observed gravity values.
 NU0090
 NU0090;                    North         East    Units  Estimated Accuracy
 NU0090;SPC ID E     -   132,450.      179,480.      MT  (+/- 180 meters Scaled)
 NU0090
 NU0090                          SUPERSEDED SURVEY CONTROL
 NU0090
 NU0090  NGVD 29 (??/??/92) 1446.128  (m)         4744.50   (f) ADJ UNCH    2 0
 NU0090
 NU0090.Superseded values are not recommended for survey control.
 NU0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0090.See file dsdata.txt to determine how the superseded data were derived.
 NU0090
 NU0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN841461(NAD 83)
 NU0090_MARKER: DB = BENCH MARK DISK
 NU0090_SETTING: 80 = SET IN A BOULDER
 NU0090_SP_SET: BOULDER
 NU0090_STAMPING: J 97 1960
 NU0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0090+STABILITY: SURFACE MOTION
 NU0090
 NU0090  HISTORY     - Date     Condition        Report By
 NU0090  HISTORY     - 1960     MONUMENTED       CGS
 NU0090  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0090  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU0090
 NU0090                          STATION DESCRIPTION
 NU0090
 NU0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0090'1.25 MI NE FROM POCATELLO.
 NU0090'0.55 MILE EAST ON BARTON ROAD FROM THE FARMERS INS. GROUP BLDG. IN
 NU0090'SOUTHEAST POCATELLO TO A SIDE ROAD LEFT, THENCE 0.7 MILES NORTHWEST ON
 NU0090'DIRT ROAD, KEEPING LEFT FORKS, 42 FEET SOUTHWEST OF THE TRACK ROAD,
 NU0090'4.3 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN A DRILL
 NU0090'HOLE IN A BOULDER PROJECTING 8 INCHES.
 NU0090
 NU0090                          STATION RECOVERY (1971)
 NU0090
 NU0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0090'MARK NOT FOUND.
 NU0090
 NU0090                          STATION RECOVERY (1983)
 NU0090
 NU0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0172 ***********************************************************************
 NU0172  DESIGNATION -  J 98
 NU0172  PID         -  NU0172
 NU0172  STATE/COUNTY-  ID/BANNOCK
 NU0172  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0172
 NU0172                         *CURRENT SURVEY CONTROL
 NU0172  ___________________________________________________________________
 NU0172* NAD 83(1986)-  42 49 05.     (N)    112 23 11.     (W)     SCALED    
 NU0172* NAVD 88     -      1390.005  (meters)    4560.37   (feet)  ADJUSTED  
 NU0172  ___________________________________________________________________
 NU0172  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 NU0172  DYNAMIC HT  -        1389.196 (meters)    4557.72  (feet)  COMP
 NU0172  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 NU0172
 NU0172  VERT ORDER  -  SECOND    CLASS 0
 NU0172
 NU0172.The horizontal coordinates were scaled from a topographic map and have
 NU0172.an estimated accuracy of +/- 6 seconds.
 NU0172
 NU0172.The orthometric height was determined by differential leveling
 NU0172.and adjusted by the National Geodetic Survey in June 1991..
 NU0172
 NU0172.The geoid height was determined by GEOID03.
 NU0172
 NU0172.The dynamic height is computed by dividing the NAVD 88
 NU0172.geopotential number by the normal gravity value computed on the
 NU0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0172.degrees latitude (g = 980.6199 gals.).
 NU0172
 NU0172.The modeled gravity was interpolated from observed gravity values.
 NU0172
 NU0172;                    North         East    Units  Estimated Accuracy
 NU0172;SPC ID E     -   127,910.      182,030.      MT  (+/- 180 meters Scaled)
 NU0172
 NU0172                          SUPERSEDED SURVEY CONTROL
 NU0172
 NU0172  NGVD 29 (??/??/92) 1388.943  (m)         4556.89   (f) ADJ UNCH    2 0
 NU0172
 NU0172.Superseded values are not recommended for survey control.
 NU0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0172.See file dsdata.txt to determine how the superseded data were derived.
 NU0172
 NU0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN866415(NAD 83)
 NU0172_MARKER: DB = BENCH MARK DISK
 NU0172_SETTING: 66 = SET IN ROCK OUTCROP
 NU0172_SP_SET: LAVA OUTCROP
 NU0172_STAMPING: J 98 1960
 NU0172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0172+STABILITY: POSITION/ELEVATION WELL
 NU0172
 NU0172  HISTORY     - Date     Condition        Report By
 NU0172  HISTORY     - 1960     MONUMENTED       CGS
 NU0172  HISTORY     - 1971     GOOD             USGS
 NU0172
 NU0172                          STATION DESCRIPTION
 NU0172
 NU0172'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NU0172'4.5 MI SE FROM POCATELLO.
 NU0172'4.5 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 15 FROM THE COURTHOUSE AT
 NU0172'POCATELLO.  55 FEET SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY
 NU0172'(SOUTH BOUND LANES), SET IN THE TOP OF A LAVA OUTCROP PROJECTING 6
 NU0172'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0362 ***********************************************************************
 NU0362  DESIGNATION -  J 99
 NU0362  PID         -  NU0362
 NU0362  STATE/COUNTY-  ID/ONEIDA
 NU0362  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0362
 NU0362                         *CURRENT SURVEY CONTROL
 NU0362  ___________________________________________________________________
 NU0362* NAD 83(1986)-  42 15 00.     (N)    112 12 52.     (W)     SCALED    
 NU0362* NAVD 88     -      1510.017  (meters)    4954.11   (feet)  ADJUSTED  
 NU0362  ___________________________________________________________________
 NU0362  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 NU0362  DYNAMIC HT  -        1508.997 (meters)    4950.77  (feet)  COMP
 NU0362  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 NU0362
 NU0362  VERT ORDER  -  SECOND    CLASS 0
 NU0362
 NU0362.The horizontal coordinates were scaled from a topographic map and have
 NU0362.an estimated accuracy of +/- 6 seconds.
 NU0362
 NU0362.The orthometric height was determined by differential leveling
 NU0362.and adjusted by the National Geodetic Survey in June 1991..
 NU0362
 NU0362.The geoid height was determined by GEOID03.
 NU0362
 NU0362.The dynamic height is computed by dividing the NAVD 88
 NU0362.geopotential number by the normal gravity value computed on the
 NU0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0362.degrees latitude (g = 980.6199 gals.).
 NU0362
 NU0362.The modeled gravity was interpolated from observed gravity values.
 NU0362
 NU0362;                    North         East    Units  Estimated Accuracy
 NU0362;SPC ID E     -    64,790.      196,060.      MT  (+/- 180 meters Scaled)
 NU0362
 NU0362                          SUPERSEDED SURVEY CONTROL
 NU0362
 NU0362  NGVD 29 (??/??/92) 1508.926  (m)         4950.53   (f) ADJ UNCH    2 0
 NU0362
 NU0362.Superseded values are not recommended for survey control.
 NU0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0362.See file dsdata.txt to determine how the superseded data were derived.
 NU0362
 NU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM998782(NAD 83)
 NU0362_MARKER: DB = BENCH MARK DISK
 NU0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0362_STAMPING: J 99 1960
 NU0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0362+STABILITY: SURFACE MOTION
 NU0362
 NU0362  HISTORY     - Date     Condition        Report By
 NU0362  HISTORY     - 1960     MONUMENTED       CGS
 NU0362  HISTORY     - 1967     GOOD             USGS
 NU0362
 NU0362                          STATION DESCRIPTION
 NU0362
 NU0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0362'4.7 MI N FROM MALAD.
 NU0362'4.7 MILES NORTH ALONG U.S. HIGHWAY 191 (INTERSTATE HIGHWAY 15) FROM
 NU0362'ITS JUNCTION WITH STATE HIGHWAY 37 AT THE EAST LIMITS OF MALAD, TO AN
 NU0362'ENTRANCE ROAD TO A FARM YARD, 49 FEET EAST FROM THE CENTER OF THE
 NU0362'HIGHWAY, 25 FEET SOUTH OF THE SOUTH GATE POST OF THE FARM ENTRANCE
 NU0362'ROAD, 1.5 FEET NORTH FROM A METAL WITNESS POST WITH SIGN, 0.5 FOOT
 NU0362'WEST FROM THE RIGHT OF WAY FENCE, SET IN A CYLINDRICAL CONCRETE
 NU0362'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.
 NU0362
 NU0362                          STATION RECOVERY (1967)
 NU0362
 NU0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NU0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0362 ***********************************************************************
 NW0362  DESIGNATION -  JACK
 NW0362  PID         -  NW0362
 NW0362  STATE/COUNTY-  ID/OWYHEE
 NW0362  USGS QUAD   -  CRAB SPRING BUTTE (1972)
 NW0362
 NW0362                         *CURRENT SURVEY CONTROL
 NW0362  ___________________________________________________________________
 NW0362* NAD 83(1992)-  42 32 34.33292(N)    116 16 07.75944(W)     ADJUSTED  
 NW0362* NAVD 88     -      1920.2    (meters)    6300.     (feet)  VERTCON   
 NW0362  ___________________________________________________________________
 NW0362  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 NW0362  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 NW0362
 NW0362  HORZ ORDER  -  SECOND
 NW0362
 NW0362.The horizontal coordinates were established by classical geodetic methods
 NW0362.and adjusted by the National Geodetic Survey in July 1992..
 NW0362
 NW0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0362
 NW0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0362
 NW0362.The geoid height was determined by GEOID03.
 NW0362
 NW0362;                    North         East     Units Scale Factor Converg.
 NW0362;SPC ID W     -    97,448.564   757,385.274   MT  0.99995567   -0 21 02.9
 NW0362;UTM  11      - 4,710,312.374   560,037.148   MT  0.99964435   +0 29 39.8
 NW0362
 NW0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0362!SPC ID W     -   0.99970154  x   0.99995567  =   0.99965723
 NW0362!UTM  11      -   0.99970154  x   0.99964435  =   0.99934600
 NW0362
 NW0362|---------------------------------------------------------------------|
 NW0362| PID    Reference Object                     Distance      Geod. Az  |
 NW0362|                                                           dddmmss.s |
 NW0362| CD5810 JACK RM 2                             7.816 METERS 09250     |
 NW0362| NW0374 BULL                                APPROX.17.4 KM 2440755.3 |
 NW0362| CD5809 JACK RM 1                             6.174 METERS 34231     |
 NW0362|---------------------------------------------------------------------|
 NW0362
 NW0362                          SUPERSEDED SURVEY CONTROL
 NW0362
 NW0362  NAD 83(1986)-  42 32 34.33425(N)    116 16 07.75751(W) AD(       ) 2
 NW0362  NAD 27      -  42 32 34.72375(N)    116 16 04.36831(W) AD(       ) 2
 NW0362  NGVD 29 (07/19/86) 1919.0    (m)         6296.     (f) VERT ANG       
 NW0362
 NW0362.Superseded values are not recommended for survey control.
 NW0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0362.See file dsdata.txt to determine how the superseded data were derived.
 NW0362
 NW0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH6003710312(NAD 83)
 NW0362_MARKER: Z = SEE DESCRIPTION
 NW0362_SETTING: 0 = UNSPECIFIED SETTING
 NW0362
 NW0362  HISTORY     - Date     Condition        Report By
 NW0362  HISTORY     - 1974     MONUMENTED       USGS
 NW0362
 NW0362                          STATION DESCRIPTION
 NW0362
 NW0362'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NW0362'LOCATED ABOUT 49.5 MI (AIRLINE) SE. OF JORDAN VALLEY.  33.0 MI
 NW0362'SW. OF BRUNEAU.  23 MI NW. OF GRASMERE.  ON THE HIGHEST POINT OF A
 NW0362'PROMINENT MESA KNOWN LOCALLY AS CRAB SPRINGS BUTTE.
 NW0362'
 NW0362'STATION REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 NW0362'
 NW0362'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED JACK 1972
 NW0362'CEMENTED IN DRILL HOLE IN BOULDER.
 NW0362'
 NW0362'RM NO. 1--A STANDARD USGS REFERENCE MARK TABLET STAMPED JACK NO
 NW0362'1 1972 CEMENTED IN DRILL HOLE, 0.4 FT ABOVE STATION MARK.
 NW0362'
 NW0362'RM NO. 2--A STANDARD USGS REFERENCE MARK TABLET STAMPED JACK
 NW0362'NO 2 1972 CEMENTED IN DRILL HOLE, 0.4 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1801 ***********************************************************************
 RZ1801  DESIGNATION -  JACK
 RZ1801  PID         -  RZ1801
 RZ1801  STATE/COUNTY-  ID/NEZ PERCE
 RZ1801  USGS QUAD   -  GIFFORD (1984)
 RZ1801
 RZ1801                         *CURRENT SURVEY CONTROL
 RZ1801  ___________________________________________________________________
 RZ1801* NAD 83(1992)-  46 28 46.19389(N)    116 30 22.80193(W)     ADJUSTED  
 RZ1801* NAVD 88     -       890.4    (meters)    2921.     (feet)  VERTCON   
 RZ1801  ___________________________________________________________________
 RZ1801  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 RZ1801  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 RZ1801
 RZ1801  HORZ ORDER  -  SECOND
 RZ1801
 RZ1801.The horizontal coordinates were established by classical geodetic methods
 RZ1801.and adjusted by the National Geodetic Survey in July 1992..
 RZ1801
 RZ1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1801
 RZ1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1801
 RZ1801.The geoid height was determined by GEOID03.
 RZ1801
 RZ1801;                    North         East     Units Scale Factor Converg.
 RZ1801;SPC ID W     -   535,013.821   741,923.989   MT  0.99997478   -0 32 54.4
 RZ1801;UTM  11      - 5,147,443.665   537,894.146   MT  0.99961765   +0 21 28.7
 RZ1801
 RZ1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1801!SPC ID W     -   0.99986318  x   0.99997478  =   0.99983796
 RZ1801!UTM  11      -   0.99986318  x   0.99961765  =   0.99948088
 RZ1801
 RZ1801:                Primary Azimuth Mark                     Grid Az
 RZ1801:SPC ID W     -  JACK AZ MK                               115 23 02.3
 RZ1801:UTM  11      -  JACK AZ MK                               114 28 39.2
 RZ1801
 RZ1801|---------------------------------------------------------------------|
 RZ1801| PID    Reference Object                     Distance      Geod. Az  |
 RZ1801|                                                           dddmmss.s |
 RZ1801| CH6823 JACK AZ MK                                         1145007.9 |
 RZ1801| CH6825 JACK RM 2                            25.708 METERS 13831     |
 RZ1801| CH6824 JACK RM 1                            30.693 METERS 27311     |
 RZ1801|---------------------------------------------------------------------|
 RZ1801
 RZ1801                          SUPERSEDED SURVEY CONTROL
 RZ1801
 RZ1801  NAD 83(1986)-  46 28 46.19944(N)    116 30 22.79746(W) AD(       ) 2
 RZ1801  NAD 27      -  46 28 46.56930(N)    116 30 19.27650(W) AD(       ) 2
 RZ1801  NGVD 29 (07/19/86)  889.4    (m)         2918.     (f) VERT ANG       
 RZ1801
 RZ1801.Superseded values are not recommended for survey control.
 RZ1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1801.See file dsdata.txt to determine how the superseded data were derived.
 RZ1801
 RZ1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM3789447444(NAD 83)
 RZ1801_MARKER: DD = SURVEY DISK
 RZ1801_SETTING: 80 = SET IN A BOULDER
 RZ1801_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RZ1801
 RZ1801  HISTORY     - Date     Condition        Report By
 RZ1801  HISTORY     - 1957     MONUMENTED       USGS
 RZ1801  HISTORY     - 1959     GOOD             CGS
 RZ1801
 RZ1801                          STATION DESCRIPTION
 RZ1801
 RZ1801'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RZ1801'LOCATED ABOUT 3.7 MI W. OF PECK, 2.9 MI SE. OF LENORE POST
 RZ1801'OFFICE, 1.5 MI S. OF CLEARWATER RIVER.  NEAR CENTER SECTION 7,
 RZ1801'T36N, R1W, AT TOP OF HIGH RIDGE BETWEEN JACK CREEK AND CLEARWATER
 RZ1801'RIVER, 18 FT S. OF EDGE OF BLUFF.
 RZ1801'
 RZ1801'TO REACH FROM LENORE POST OFFICE, DRIVE 0.2 MI S. ACROSS BRIDGE
 RZ1801'OVER CLEARWATER RIVER.  TURN LEFT 0.6 MI E. ON STATE HWY. 9.  TURN
 RZ1801'SHARP RIGHT 3.4 MI SOUTHEASTERLY UP SOUTH SIDE OF CANYON.  TURN
 RZ1801'RIGHT 150 FT PAST FARMHOUSE LEFT AND GO 0.1 MI SW. ON DIRT RD.
 RZ1801'TAKE LEFT FORK 0.5 MI SE. UPHILL.  TAKE RIGHT FORK 0.5 MI SW. TO
 RZ1801'TOP OF RIDGE AND STATION.
 RZ1801'
 RZ1801'STATION MARK--STANDARD TABLET STAMPED---JACK 1957---, IN 2-FT
 RZ1801'BOULDER.
 RZ1801'
 RZ1801'RM 1--STANDARD RM TABLET STAMPED---NO 1 1957---, IN LOW BOULDER
 RZ1801'AMONG GROUP OF BOULDERS.
 RZ1801'
 RZ1801'RM 2--STANDARD RM TABLET STAMPED---NO 2 1957---, IN CONCRETE POST.
 RZ1801
 RZ1801                          STATION RECOVERY (1959)
 RZ1801
 RZ1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1801'STATION IS LOCATED ABOUT 2-1/2 MILES EAST AND 2 MILES SOUTH
 RZ1801'OF LENORE, 3-3/4 MILES WEST OF PECK, 1-1/2 MILES SOUTH-SOUTHWEST
 RZ1801'OF THE CLEARWATER RIVER, 3/4 MILE NORTHEAST OF JACKS CREEK, NEAR
 RZ1801'THE CENTER OF SECTION 7, T 36 N, R 1 W, JUST NORTH OF A CULTIVATED
 RZ1801'FIELD IN A ROCKY AREA WITH A SPARSE GROWTH OF PINE TREES, ON
 RZ1801'THE RIM OF THE HIGHLANDS OVERLOOKING THE RIVER TO THE NORTH AND
 RZ1801'ON PROPERTY OWNED BY THE EVERHARDT RANCH.
 RZ1801'
 RZ1801'TO REACH FROM THE SOUTH END OF THE CLEARWATER RIVER BRIDGE, AT
 RZ1801'LENORE, GO EAST ON STATE HIGHWAY 9 FOR 0.6 MILE TO A SIDE ROAD
 RZ1801'SHARP RIGHT.  TURN RIGHT AND FOLLOW WINDING GRAVELED ROAD UP
 RZ1801'GRADE SOUTHEASTERLY FOR 3.15 MILES TO A FARM ROAD RIGHT AT THE
 RZ1801'EVERHARDT RANCH ON THE LEFT.  TURN RIGHT, PASSING THROUGH A WIRE
 RZ1801'GATE AND KEEPING TO THE LEFT OF A GARAGE, AND FOLLOW FARM ROAD
 RZ1801'SOUTHWEST FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 RZ1801'SOUTH-SOUTHWEST FOR 0.25 MILE TO A WIRE GATE.  PASS THROUGH
 RZ1801'GATE AND CONTINUE SOUTHWEST UP STEEP GRADE FOR 0.25 MILE TO A
 RZ1801'FORK.  TAKE RIGHT FORK AND CONTINUE SOUTHWEST UP STEEP GRADE
 RZ1801'FOR 0.45 MILE TO THE TOP OF RIDGE AND THE STATION AS
 RZ1801'DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 RZ1801'EAST-SOUTHEAST ACROSS A CULTIVATED FIELD TO AN UNCLEARED AREA
 RZ1801'AND THE MARK AS DESCRIBED.
 RZ1801'
 RZ1801'STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK,
 RZ1801'CEMENTED IN A DRILL HOLE IN A 4 FOOT ROUND BOULDER PROJECTING
 RZ1801'18 INCHES.  IT IS 63 FEET WEST-NORTHWEST OF THE NORTH CORNERPOST
 RZ1801'OF A NORTH-SOUTH JOG IN AN EAST-WEST FENCE, 62 FEET NORTH OF THE
 RZ1801'EAST-WEST FENCE, 53 FEET EAST-SOUTHEAST OF AN 8 INCH PINE
 RZ1801'TREE WITH A TRIANGLE BLAZE ON ITS SOUTH SIDE AND 17 FEET SOUTH
 RZ1801'OF THE NORTH EDGE OF THE BLUFF.  (STAMPED JACK 1957)
 RZ1801'
 RZ1801'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 RZ1801'DISK, STAMPED NO 1 1957, CEMENTED IN A DRILL HOLE IN A 2 FOOT
 RZ1801'ROUND BOULDER PROJECTING 8 INCHES.  IT IS 62 FEET NORTH OF
 RZ1801'THE FENCE, 56 FEET WEST-SOUTHWEST OF THE BLAZED TREE AND 14
 RZ1801'FEET SOUTH OF THE BLUFF EDGE.
 RZ1801'
 RZ1801'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 RZ1801'STAMPED NO 2 1957, SET IN THE TOP OF A 6 INCH ROUND CONCRETE
 RZ1801'POST PROJECTING 12 INCHES.  IT IS 133 FEET SOUTHEAST OF THE BLAZED
 RZ1801'TREE, 65 FEET SOUTH OF THE BLUFF EDGE, 2 FEET WEST OF THE SOUTH
 RZ1801'CORNERPOST OF A NORTH-SOUTH JOG IN THE EAST-WEST FENCE AND IN
 RZ1801'THE EAST-WEST FENCE LINE.
 RZ1801'
 RZ1801'AZIMUTH MARK IS A STANDARD DISK, STAMPED JACK USGS 1959, CEMENTED
 RZ1801'IN A DRILL HOLE IN A 3 FOOT ROUND BOULDER PROJECTING 2 INCHES.
 RZ1801'IT IS NEAR THE WEST END OF AN UNCLEARED ROCKY STRIP OF GROUND
 RZ1801'SURROUNDED BY A CULTIVATED FIELD.
 RZ1801'
 RZ1801'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 170.80 FEET
 RZ1801'(52.060 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1421 ***********************************************************************
 SV1421  DESIGNATION -  JACK
 SV1421  PID         -  SV1421
 SV1421  STATE/COUNTY-  ID/SHOSHONE
 SV1421  USGS QUAD   -  KELLOGG EAST (1996)
 SV1421
 SV1421                         *CURRENT SURVEY CONTROL
 SV1421  ___________________________________________________________________
 SV1421* NAD 83(1992)-  47 32 51.94674(N)    116 07 29.72675(W)     ADJUSTED  
 SV1421* NAVD 88     -       840.7    (meters)    2758.     (feet)  VERTCON   
 SV1421  ___________________________________________________________________
 SV1421  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 SV1421  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 SV1421
 SV1421  HORZ ORDER  -  SECOND
 SV1421
 SV1421.The horizontal coordinates were established by classical geodetic methods
 SV1421.and adjusted by the National Geodetic Survey in July 1992..
 SV1421
 SV1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1421
 SV1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1421
 SV1421.The geoid height was determined by GEOID03.
 SV1421
 SV1421;                    North         East     Units Scale Factor Converg.
 SV1421;SPC ID W     -   653,556.234   771,779.410   MT  0.99994312   -0 16 35.9
 SV1421;UTM  11      - 5,266,408.965   565,844.948   MT  0.99965328   +0 38 44.5
 SV1421
 SV1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1421!SPC ID W     -   0.99987085  x   0.99994312  =   0.99981398
 SV1421!UTM  11      -   0.99987085  x   0.99965328  =   0.99952418
 SV1421
 SV1421:                Primary Azimuth Mark                     Grid Az
 SV1421:SPC ID W     -  STAN                                     132 13 49.9
 SV1421:UTM  11      -  STAN                                     131 18 29.5
 SV1421
 SV1421|---------------------------------------------------------------------|
 SV1421| PID    Reference Object                     Distance      Geod. Az  |
 SV1421|                                                           dddmmss.s |
 SV1421| SV1422 STAN                                APPROX. 0.7 KM 1315714.0 |
 SV1421|---------------------------------------------------------------------|
 SV1421
 SV1421                          SUPERSEDED SURVEY CONTROL
 SV1421
 SV1421  NAD 83(1986)-  47 32 51.95031(N)    116 07 29.71733(W) AD(       ) 2
 SV1421  NAD 27      -  47 32 52.22526(N)    116 07 26.11685(W) AD(       ) 2
 SV1421  NGVD 29 (07/19/86)  839.6    (m)         2755.     (f) VERT ANG       
 SV1421
 SV1421.Superseded values are not recommended for survey control.
 SV1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1421.See file dsdata.txt to determine how the superseded data were derived.
 SV1421
 SV1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6584566409(NAD 83)
 SV1421_MARKER: Z = SEE DESCRIPTION
 SV1421_SETTING: 0 = UNSPECIFIED SETTING
 SV1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV1421
 SV1421  HISTORY     - Date     Condition        Report By
 SV1421  HISTORY     - 1958     MONUMENTED       CGS
 SV1421
 SV1421                          STATION DESCRIPTION
 SV1421
 SV1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1421'THE STATION IS ABOUT 1 MILE NORTH-NORTHWEST OF THE CENTER OF
 SV1421'KELLOGG, 3/4 MILE NORTH OF KELLOGG AIRPORT AND 1/2 MILE
 SV1421'EAST-NORTHEAST OF THE NEW HOSPITAL IN NORTHWEST KELLOGG.  IN
 SV1421'A CLEARING ON THE SUMMIT OF A BRUSHY HILL AT THE NORTH EDGE
 SV1421'OF THE RESIDENTIAL DISTRICT.
 SV1421'
 SV1421'TO REACH FROM THE TRAFFIC SIGNAL ON U.S. HIGHWAY 10 AT THE
 SV1421'WEST SIDE OF KELLOGG, GO WEST ON U.S. HIGHWAY 10 FOR 0.2 MILE
 SV1421'TO CHESTNUT STREET.  GO NORTH ON CHESTNUT STREET FOR 0.25 MILE
 SV1421'TO ITS END.  TURN LEFT ON NARROW WASHED-OUT ROAD (SIGNS HOLMES
 SV1421'GULCH GRAHAM RIDGE TRAIL) AND GO NORTHWEST FOR 0.1 MILE TO THE
 SV1421'END OF TRUCK TRAVEL AT AN OLD CABIN.  PACK WEST-NORTHWEST UP
 SV1421'STEEP HILL TO SUMMIT AND STATION.  THIS IS A 25 OR 30-MINUTE
 SV1421'PACK.
 SV1421'
 SV1421'THE STATION IS A BUNKER HILL MINING COMPANY MARK, DRILL STEEL
 SV1421'IN BLOCK OF CONCRETE.  THE 3/4-INCH STEEL PROJECTS 1/4 INCH
 SV1421'ABOVE A 6-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES
 SV1421'ABOVE THE GROUND.
 SV1421'
 SV1421'NO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1151 ***********************************************************************
 PY1151  DESIGNATION -  JACK
 PY1151  PID         -  PY1151
 PY1151  STATE/COUNTY-  ID/FREMONT
 PY1151  USGS QUAD   -  BIG GRASSY (1986)
 PY1151
 PY1151                         *CURRENT SURVEY CONTROL
 PY1151  ___________________________________________________________________
 PY1151* NAD 83(1992)-  44 16 02.73475(N)    111 13 54.83821(W)     ADJUSTED  
 PY1151* NAVD 88     -      2083.9    (meters)    6837.     (feet)  VERTCON   
 PY1151  ___________________________________________________________________
 PY1151  LAPLACE CORR-           8.45  (seconds)                    DEFLEC99
 PY1151  GEOID HEIGHT-          -9.68  (meters)                     GEOID03
 PY1151
 PY1151  HORZ ORDER  -  THIRD
 PY1151
 PY1151.The horizontal coordinates were established by classical geodetic methods
 PY1151.and adjusted by the National Geodetic Survey in July 1992..
 PY1151
 PY1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1151
 PY1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1151
 PY1151.The geoid height was determined by GEOID03.
 PY1151
 PY1151;                    North         East     Units Scale Factor Converg.
 PY1151;SPC ID E     -   289,333.641   274,632.699   MT  1.00001585   +0 39 09.0
 PY1151;UTM  12      - 4,901,602.135   481,491.376   MT  0.99960421   -0 09 42.7
 PY1151
 PY1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1151!SPC ID E     -   0.99967486  x   1.00001585  =   0.99969071
 PY1151!UTM  12      -   0.99967486  x   0.99960421  =   0.99927920
 PY1151
 PY1151:                Primary Azimuth Mark                     Grid Az
 PY1151:SPC ID E     -  WARM                                     180 46 44.4
 PY1151:UTM  12      -  WARM                                     181 35 36.1
 PY1151
 PY1151|---------------------------------------------------------------------|
 PY1151| PID    Reference Object                     Distance      Geod. Az  |
 PY1151|                                                           dddmmss.s |
 PY1151| PY1154 WARM                                APPROX.10.7 KM 1812553.4 |
 PY1151|---------------------------------------------------------------------|
 PY1151
 PY1151                          SUPERSEDED SURVEY CONTROL
 PY1151
 PY1151  NAD 83(1986)-  44 16 02.73985(N)    111 13 54.81161(W) AD(       ) 3
 PY1151  NAD 27      -  44 16 03.05815(N)    111 13 51.99328(W) AD(       ) 3
 PY1151  NGVD 29 (07/19/86) 2082.7    (m)         6833.     (f) VERT ANG       
 PY1151
 PY1151.Superseded values are not recommended for survey control.
 PY1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1151.See file dsdata.txt to determine how the superseded data were derived.
 PY1151
 PY1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ8149101602(NAD 83)
 PY1151_MARKER: DD = SURVEY DISK
 PY1151_SETTING: 80 = SET IN A BOULDER
 PY1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1151+STABILITY: SURFACE MOTION
 PY1151
 PY1151  HISTORY     - Date     Condition        Report By
 PY1151  HISTORY     - 1955     MONUMENTED       USGS
 PY1151
 PY1151                          STATION DESCRIPTION
 PY1151
 PY1151'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1151'STATION IS LOCATED ABOUT 5.0 MI. (AIRLINE) NNE. OF GERRITT, IDAHO,
 PY1151'ABOUT 4.0 MI. (AIRLINE) ESE. OF PINEVIEW, IDAHO, ABOUT 5.0 MI.
 PY1151'(AIRLINE) SE. OF ECCLES RAILROAD SIDING ON UNION PACIFIC RAILROAD.
 PY1151'ON SEMI-BARE LOWER W. RIDGE BETWEEN N. FORK OF FLAT CANYON AND
 PY1151'PARTRIDGE CREEK.  THIS BURNED OVER RIDGE IS VISIBLE FROM THE N.,
 PY1151'W., AND S.
 PY1151'
 PY1151'TO REACH FROM ASHTON, IDAHO, POST OFFICE, GO E. AND NE. 8.6 MI. ALONG
 PY1151'U.S. HIGHWAY 191 AND 20 TO WARM RIVER INN, CONTINUE NE. AND NW. ALONG
 PY1151'HIGHWAY 7.6 MI. TO A CROSSROAD JUNCTION AT USFS SIGN ON LEFT READING
 PY1151'---BIG FALLS - 1 MI.--- AND SIGN ON RIGHT READING ---GERRITT - 3,
 PY1151'WARM RIVER FISH HATCHER - 5, PINEVIEW - 9---, TURN RIGHT LEAVING
 PY1151'HIGHWAY AND GO E. 2.6 MI. TO RD. FORK AT USFS SIGNS READING ---FLAT
 PY1151'CANYON - 5, SNOW BUTTE - 10 AND PARTRIDGE CREEK TRAIL, PLATEAU TRAIL
 PY1151'JUNCTION--- (NOTE--THIS RD. FORK IS 2.1 MI. SE. OF PINEVIEW RAILROAD
 PY1151'STATION ON UNION PACIFIC RAILROAD), TAKE RIGHT FORK LEAVING MAIN RD.
 PY1151'AND GO NE. 2.4 MI. ALONG TRACK RD. TO RD. FORK AT USFS SIGN READING
 PY1151'---PARTRIDGE SPRING---, TAKE RIGHT FORK AND CONTINUE ON TRACK RD. NE.
 PY1151'AND E. 1.3 MI. TO SMALL CLEARING, WHICH IS BELOW AND APPROXIMATELY
 PY1151'DUE N. OF STATION SITE ON SEMI-BARE E-W. RIDGE.  END OF TRUCK TRAVEL.
 PY1151'PACK S. AND SE. UP SLOPE TO TOP OF SEMI-BARE RIDGE TO A GROUP OF
 PY1151'BOULDER OUTCROP ROCKS AT APPROXIMATELY CENTER OF RIDGE CLEARING, AT
 PY1151'HIGHEST POINT AND NEAR A SMALL ISOLATED GROUP OF TREES, TO STATION
 PY1151'SITE.  A 30 MINUTE PACK.
 PY1151'
 PY1151'STATION MARK--STANDARD USGS TABLET, STAMPED ---JACK - 1955---,
 PY1151'CEMENTED FLUSH IN LOW FLAT BOULDER ROCK OUTCROP, LOCATED IN
 PY1151'APPROXIMATELY CENTER OF A GROUP OF BOULDERS ON ROUNDED KNOLL OF
 PY1151'SEMI-BARE RIDGE.
 PY1151'
 PY1151'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0968 ***********************************************************************
 NV0968  DESIGNATION -  JACK
 NV0968  PID         -  NV0968
 NV0968  STATE/COUNTY-  ID/ELMORE
 NV0968  USGS QUAD   -  POT HOLE CANYON (1992)
 NV0968
 NV0968                         *CURRENT SURVEY CONTROL
 NV0968  ___________________________________________________________________
 NV0968* NAD 83(1992)-  42 52 23.43524(N)    115 24 13.99331(W)     ADJUSTED  
 NV0968* NAVD 88     -       961.6    (meters)    3155.     (feet)  VERTCON   
 NV0968  ___________________________________________________________________
 NV0968  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 NV0968  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 NV0968
 NV0968  HORZ ORDER  -  THIRD
 NV0968
 NV0968.The horizontal coordinates were established by classical geodetic methods
 NV0968.and adjusted by the National Geodetic Survey in July 1992..
 NV0968
 NV0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV0968
 NV0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0968
 NV0968.The geoid height was determined by GEOID03.
 NV0968
 NV0968;                    North         East     Units Scale Factor Converg.
 NV0968;SPC ID W     -   134,066.515   828,278.490   MT  0.99994317   +0 14 07.8
 NV0968;UTM  11      - 4,747,967.023   630,365.067   MT  0.99980908   +1 05 10.0
 NV0968
 NV0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0968!SPC ID W     -   0.99985175  x   0.99994317  =   0.99979493
 NV0968!UTM  11      -   0.99985175  x   0.99980908  =   0.99966086
 NV0968
 NV0968:                Primary Azimuth Mark                     Grid Az
 NV0968:SPC ID W     -  FLAT                                     275 42 34.4
 NV0968:UTM  11      -  FLAT                                     274 51 32.2
 NV0968
 NV0968|---------------------------------------------------------------------|
 NV0968| PID    Reference Object                     Distance      Geod. Az  |
 NV0968|                                                           dddmmss.s |
 NV0968| NV0958 FLAT                                APPROX. 7.5 KM 2755642.2 |
 NV0968|---------------------------------------------------------------------|
 NV0968
 NV0968                          SUPERSEDED SURVEY CONTROL
 NV0968
 NV0968  NAD 83(1986)-  42 52 23.43532(N)    115 24 13.99183(W) AD(       ) 3
 NV0968  NGVD 29 (01/23/89)  960.7    (m)         3152.     (f) VERT ANG       
 NV0968
 NV0968.Superseded values are not recommended for survey control.
 NV0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0968.See file dsdata.txt to determine how the superseded data were derived.
 NV0968
 NV0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH3036547967(NAD 83)
 NV0968_MARKER: DS = TRIANGULATION STATION DISK
 NV0968_SETTING: 0 = UNSPECIFIED SETTING
 NV0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0968
 NV0968  HISTORY     - Date     Condition        Report By
 NV0968  HISTORY     - 1946     MONUMENTED       USGS
 NV0968
 NV0968                          STATION DESCRIPTION
 NV0968
 NV0968'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NV0968'LOCATED ABOUT 7 MI. (AIRLINE) SW. OF GLENNS FERRY, ON A HIGH, FLAT
 NV0968'PLATEAU.  A TRACK RD. RUNS E. AND W. ABOUT 250 FT. N. OF STATION.
 NV0968'
 NV0968'TO REACH FROM HAMMETT, DRIVE W. ON U.S. HIGHWAY 30 FOR 1.2 MI., TURN
 NV0968'LEFT ONTO GRADED RD. 0.45 MI., TURN RIGHT (W.) 2.1 MI., CROSS THE
 NV0968'INDIAN COVE BRIDGE OVER THE SNAKE RIVER AND TURN LEFT (E.) ALONG THE
 NV0968'RIVER RD. FOR 3.2 MI. TO A BARN ON RIGHT AND WIRE GATE, CONTINUE
 NV0968'ACROSS SAILOR CREEK FOR 1.2 MI. ALONG THE RIVER TO A RIGHT TURN UP A
 NV0968'DRAW, CONTINUE 1.4 MI. TO SUMMIT NEAR A SHEEP GRAZING NOTICE AND A
 NV0968'BOUNDARY POST ON RIGHT, FOLLOW RD. FOR 2.6 MI. TO A BLADED RD. COMING
 NV0968'IN FROM THE N., CONTINUE ON MAIN TRAVELED RD. 0.8 MI. TO DIM
 NV0968'CROSSROADS, TURN RIGHT 1.5 MI. TO CROSSROADS, TURN RIGHT 1.1 MI. TO A
 NV0968'Y-JUNCTION, GO STRAIGHT AHEAD 500 FT. TO A DIM CROSSROADS, TURN LEFT
 NV0968'200 FT. TO STATION WHICH LIES 20 FT. E. OF THE RD.
 NV0968'
 NV0968'STATION MARK--STANDARD TABLET STAMPED---JACK 1946---, CEMENTED IN TOP
 NV0968'OF A PARTIALLY BURIED BOULDER.
 NV0968'
 NV0968'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN TOP
 NV0968'OF A PARTIALLY BURIED BOULDER, 30.56 FT. FROM STATION MARK IN BEARING
 NV0968'S 28 DEG. 37 MIN. W.
 NV0968'
 NV0968'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN TOP
 NV0968'OF A PARTIALLY BURIED BOULDER, 30.33 FT. FROM STATION MARK IN BEARING
 NV0968'N 61 DEG. 1 MIN. W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1449 ***********************************************************************
 OH1449  DESIGNATION -  JACK
 OH1449  PID         -  OH1449
 OH1449  STATE/COUNTY-  ID/OWYHEE
 OH1449  USGS QUAD   -  DE LAMAR (1990)
 OH1449
 OH1449                         *CURRENT SURVEY CONTROL
 OH1449  ___________________________________________________________________
 OH1449* NAD 83(1994)-  43 06 56.24304(N)    116 51 02.97817(W)     ADJUSTED  
 OH1449* NAVD 88     -      2263.1    (meters)    7425.     (feet)  VERTCON   
 OH1449  ___________________________________________________________________
 OH1449  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 OH1449  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 OH1449
 OH1449  HORZ ORDER  -  THIRD
 OH1449
 OH1449.The horizontal coordinates were established by classical geodetic methods
 OH1449.and adjusted by the National Geodetic Survey in June 1998..
 OH1449
 OH1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1449
 OH1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1449
 OH1449.The geoid height was determined by GEOID03.
 OH1449
 OH1449;                    North         East     Units Scale Factor Converg.
 OH1449;SPC ID W     -   161,528.895   710,411.573   MT  1.00003203   -0 45 08.8
 OH1449;UTM  11      - 4,773,665.469   512,136.001   MT  0.99960181   +0 06 07.0
 OH1449
 OH1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1449!SPC ID W     -   0.99964782  x   1.00003203  =   0.99967984
 OH1449!UTM  11      -   0.99964782  x   0.99960181  =   0.99924977
 OH1449
 OH1449:                Primary Azimuth Mark                     Grid Az
 OH1449:SPC ID W     -  WHISKEY                                  036 58 56.7
 OH1449:UTM  11      -  WHISKEY                                  036 07 40.9
 OH1449
 OH1449|---------------------------------------------------------------------|
 OH1449| PID    Reference Object                     Distance      Geod. Az  |
 OH1449|                                                           dddmmss.s |
 OH1449| OH1363 WHISKEY                             APPROX. 6.7 KM 0361347.9 |
 OH1449|---------------------------------------------------------------------|
 OH1449
 OH1449                          SUPERSEDED SURVEY CONTROL
 OH1449
 OH1449  NAD 83(1992)-  43 06 56.24304(N)    116 51 02.97817(W) AD(       ) 3
 OH1449  NAD 83(1991)-  43 06 56.24260(N)    116 51 02.97591(W) AD(       ) 3
 OH1449  NAD 83(1986)-  43 06 56.24283(N)    116 51 02.97573(W) AD(       ) 3
 OH1449  NGVD 29 (11/15/90) 2261.9    (m)         7421.     (f) VERT ANG       
 OH1449
 OH1449.Superseded values are not recommended for survey control.
 OH1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1449.See file dsdata.txt to determine how the superseded data were derived.
 OH1449
 OH1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH1213673665(NAD 83)
 OH1449_MARKER: DS = TRIANGULATION STATION DISK
 OH1449_SETTING: 66 = SET IN ROCK OUTCROP
 OH1449_SP_SET: SET IN ROCK OUTCROP
 OH1449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH1449+STABILITY: POSITION/ELEVATION WELL
 OH1449
 OH1449  HISTORY     - Date     Condition        Report By
 OH1449  HISTORY     - 1964     MONUMENTED       USGS
 OH1449
 OH1449                          STATION DESCRIPTION
 OH1449
 OH1449'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 OH1449'LOCATED ABOUT 14 MI. NE. OF JORDAN VALLEY, OREGON, 10 MI. E. OF
 OH1449'SHEAVILLE, OREGON, 9 MI. NW. OF SILVER CITY, ON A ROUND, BARE TOP.
 OH1449'
 OH1449'STATION REACHED BY HELICOPTER.
 OH1449'
 OH1449'STATION MARK--A STANDARD TABLET STAMPED---JACK 1964--- CEMENTED IN
 OH1449'A SLIGHTLY CRUMBLY PIECE OF ROCK OUTCROP.
 OH1449'
 OH1449'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---
 OH1449'NO 1 1964--- CEMENTED IN ROCK OUTCROP, 20.62 FT. FROM STATION
 OH1449'MARK IN AZIMUTH 287 DEGREES 14 MINUTES.
 OH1449'
 OH1449'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED---
 OH1449'NO 2 1964--- CEMENTED IN ROCK OUTCROP, 26.86 FT. FROM STATION
 OH1449'MARK IN AZIMUTH 23 DEGREES 47 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1479 ***********************************************************************
 SV1479  DESIGNATION -  JACKKNIFE PEAK LOOKOUT TOWER
 SV1479  PID         -  SV1479
 SV1479  STATE/COUNTY-  ID/KOOTENAI
 SV1479  USGS QUAD   -  LAKEVIEW (1996)
 SV1479
 SV1479                         *CURRENT SURVEY CONTROL
 SV1479  ___________________________________________________________________
 SV1479* NAD 83(1992)-  47 53 17.50253(N)    116 26 40.35428(W)     ADJUSTED  
 SV1479* NAVD 88     -                                                        
 SV1479  ___________________________________________________________________
 SV1479  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 SV1479  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 SV1479
 SV1479  HORZ ORDER  -  THIRD
 SV1479
 SV1479.The horizontal coordinates were established by classical geodetic methods
 SV1479.and adjusted by the National Geodetic Survey in July 1992..
 SV1479
 SV1479
 SV1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1479
 SV1479.The geoid height was determined by GEOID03.
 SV1479
 SV1479;                    North         East     Units Scale Factor Converg.
 SV1479;SPC ID W     -   691,570.015   748,061.193   MT  0.99996647   -0 30 54.9
 SV1479;UTM  11      - 5,304,023.019   541,523.988   MT  0.99962119   +0 24 43.4
 SV1479
 SV1479                          SUPERSEDED SURVEY CONTROL
 SV1479
 SV1479  NAD 83(1986)-  47 53 17.50782(N)    116 26 40.34429(W) AD(       ) 4
 SV1479  NAD 27      -  47 53 17.82966(N)    116 26 36.67305(W) AD(       ) 3
 SV1479
 SV1479.Superseded values are not recommended for survey control.
 SV1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1479.See file dsdata.txt to determine how the superseded data were derived.
 SV1479
 SV1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP4152404023(NAD 83)
 SV1479
 SV1479  HISTORY     - Date     Condition        Report By
 SV1479  HISTORY     - 1940     MONUMENTED       CGS
 SV1479
 SV1479                          STATION DESCRIPTION
 SV1479
 SV1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1479'JACKKNIFE PEAK FOREST SERVICE LOOKOUT TOWER IS IN THE COEUR
 SV1479'D ALENE NATIONAL FOREST, 6 MILES S OF LAKEVIEW, 9 MILES NW OF
 SV1479'MAGEE RANGER STATION, 5 MILES S OF THE S END OF PEND OREILLE LAKE,
 SV1479'AND ABOUT 1/4 MILE S OF THE KOOTENAI AND BONNER COUNTY LINE.
 SV1479'IT IS ON A TIMBERED PEAK OF A N-S RIDGE.  THE TOP OF THE TOWER
 SV1479'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1430 ***********************************************************************
 RA1430  DESIGNATION -  JACKLEY MTN LO
 RA1430  PID         -  RA1430
 RA1430  STATE/COUNTY-  ID/ADAMS
 RA1430  USGS QUAD   -  PURGATORY SADDLE (1990)
 RA1430
 RA1430                         *CURRENT SURVEY CONTROL
 RA1430  ___________________________________________________________________
 RA1430* NAD 83(1992)-  45 14 54.79956(N)    116 31 18.29574(W)     ADJUSTED  
 RA1430* NAVD 88     -      2669.1    (meters)    8757.     (feet)  VERTCON   
 RA1430  ___________________________________________________________________
 RA1430  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 RA1430  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 RA1430
 RA1430  HORZ ORDER  -  THIRD
 RA1430
 RA1430.The horizontal coordinates were established by classical geodetic methods
 RA1430.and adjusted by the National Geodetic Survey in July 1992..
 RA1430
 RA1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1430
 RA1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1430
 RA1430.The geoid height was determined by GEOID03.
 RA1430
 RA1430;                    North         East     Units Scale Factor Converg.
 RA1430;SPC ID W     -   398,217.091   739,417.763   MT  0.99997844   -0 32 53.1
 RA1430;UTM  11      - 5,010,673.599   537,530.180   MT  0.99961732   +0 20 22.7
 RA1430
 RA1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1430!SPC ID W     -   0.99958405  x   0.99997844  =   0.99956250
 RA1430!UTM  11      -   0.99958405  x   0.99961732  =   0.99920153
 RA1430
 RA1430                          SUPERSEDED SURVEY CONTROL
 RA1430
 RA1430  NAD 83(1991)-  45 14 54.80113(N)    116 31 18.29556(W) AD(       ) 3
 RA1430  NGVD 29 (11/04/91) 2667.8    (m)         8753.     (f) VERT ANG       
 RA1430
 RA1430.Superseded values are not recommended for survey control.
 RA1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1430.See file dsdata.txt to determine how the superseded data were derived.
 RA1430
 RA1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL3753010674(NAD 83)
 RA1430_MARKER: 57 = LOOKOUT TOWER
 RA1430
 RA1430  HISTORY     - Date     Condition        Report By
 RA1430  HISTORY     - 1954     FIRST OBSERVED   USGS
 RA1430  HISTORY     - 1962     GOOD             USGS
 RA1430
 RA1430                          STATION DESCRIPTION
 RA1430
 RA1430'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 RA1430'LOCATED ABOUT 9 MI. SW. OF POLLOCK AND 5 MI. N. OF END OF RD. AT BLACK
 RA1430'LAKE AT U.S. FOREST SERVICE JACKLEY MTN. L.O.
 RA1430'
 RA1430'NOTE BY USGS, 1962--STATION FOUND AS DESCRIBED BY USGS IN 1954.
 RA1430'STATION REACHED BY HELICOPTER.
 RA1430'
 RA1430'STATION MARK--CENTER OF LOOKOUT HOUSE.
 RA1430'
 RA1430'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK STAMPED---NO 1
 RA1430'1962---, SET IN THE TOP OF A GRANITE BOULDER, 107.2 FT. FROM STATION
 RA1430'38 DEGREES 32 MINUTES 19 SECONDS NW.
 RA1430'
 RA1430'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK STAMPED---NO 2
 RA1430'1962---, SET IN TOP OF GRANITE BOULDER, 81 FT. FROM STATION MARK
 RA1430'18 DEGREES 27 MINUTES 51 SECONDS NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0294 ***********************************************************************
 NW0294  DESIGNATION -  JACKS
 NW0294  PID         -  NW0294
 NW0294  STATE/COUNTY-  ID/OWYHEE
 NW0294  USGS QUAD   -  CHALK HILLS (1992)
 NW0294
 NW0294                         *CURRENT SURVEY CONTROL
 NW0294  ___________________________________________________________________
 NW0294* NAD 83(1992)-  42 48 55.72933(N)    116 00 20.26062(W)     ADJUSTED  
 NW0294* NAVD 88     -       925.7    (meters)    3037.     (feet)  VERTCON   
 NW0294  ___________________________________________________________________
 NW0294  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 NW0294  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 NW0294
 NW0294  HORZ ORDER  -  THIRD
 NW0294
 NW0294.The horizontal coordinates were established by classical geodetic methods
 NW0294.and adjusted by the National Geodetic Survey in July 1992..
 NW0294
 NW0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0294
 NW0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0294
 NW0294.The geoid height was determined by GEOID03.
 NW0294
 NW0294;                    North         East     Units Scale Factor Converg.
 NW0294;SPC ID W     -   127,631.083   779,094.974   MT  0.99993871   -0 10 25.4
 NW0294;UTM  11      - 4,740,803.989   581,292.051   MT  0.99968130   +0 40 33.1
 NW0294
 NW0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0294!SPC ID W     -   0.99985752  x   0.99993871  =   0.99979624
 NW0294!UTM  11      -   0.99985752  x   0.99968130  =   0.99953887
 NW0294
 NW0294:                Primary Azimuth Mark                     Grid Az
 NW0294:SPC ID W     -  WICKAHONEY                               095 48 32.6
 NW0294:UTM  11      -  WICKAHONEY                               094 57 34.1
 NW0294
 NW0294|---------------------------------------------------------------------|
 NW0294| PID    Reference Object                     Distance      Geod. Az  |
 NW0294|                                                           dddmmss.s |
 NW0294| NV1209 WICKAHONEY                          APPROX. 9.5 KM 0953807.2 |
 NW0294|---------------------------------------------------------------------|
 NW0294
 NW0294                          SUPERSEDED SURVEY CONTROL
 NW0294
 NW0294  NAD 83(1986)-  42 48 55.73045(N)    116 00 20.25782(W) AD(       ) 3
 NW0294  NGVD 29 (01/23/89)  924.8    (m)         3034.     (f) VERT ANG       
 NW0294
 NW0294.Superseded values are not recommended for survey control.
 NW0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0294.See file dsdata.txt to determine how the superseded data were derived.
 NW0294
 NW0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH8129240804(NAD 83)
 NW0294_MARKER: DS = TRIANGULATION STATION DISK
 NW0294_SETTING: 0 = UNSPECIFIED SETTING
 NW0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NW0294
 NW0294  HISTORY     - Date     Condition        Report By
 NW0294  HISTORY     - 1946     MONUMENTED       USGS
 NW0294
 NW0294                          STATION DESCRIPTION
 NW0294
 NW0294'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 NW0294'LOCATED ABOUT 14.5 MI. W. OF HOT SPRINGS, 13 MI. SSE. OF GRAND VIEW,
 NW0294'11 MI. SW. OF BRUNEAU, 2 MI. NW. OF POINT WHERE JACKS CREEK AND
 NW0294'WICKAHONEY CREEK JOIN TO FORM LITTLE VALLEY CREEK, ON W. END OF ONE
 NW0294'OF THE RIDGES WHICH PROJECTS INTO A DRAIN.
 NW0294'
 NW0294'TO REACH FROM BRUNEAU RURAL HIGH SCHOOL, DRIVE S. ON STATE HIGHWAY 51
 NW0294'AND TAKE LEFT FORK (STRAIGHT AHEAD) AT 4.7 MI., AT 8 MI. TURN RIGHT
 NW0294'(W.) OFF GRAVELED RD. ONTO A NARROW RD., DRIVE W. AND AT 12.4 MI.
 NW0294'TURN LEFT (S.) ON TOP OF A RISE AND DRIVE S. ACROSS COUNTRY, KEEPING
 NW0294'TO LEFT (W.) OF THE HIGH POINT TO THE SECOND POINT ON RIGHT AND
 NW0294'STATION, 13.4 MI.
 NW0294'
 NW0294'STATION MARK--STANDARD TABLET STAMPED---JACKS 1946---, CEMENTED IN
 NW0294'ROCK BURIED IN GROUND.
 NW0294'
 NW0294'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 NW0294'JACKS 1946---, CEMENTED IN ROCK BURIED IN GROUND, DISTANCE OF 17.54
 NW0294'FT. AND IN BEARING OF N 9 DEG. 10 MIN. E FROM STATION.
 NW0294'
 NW0294'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 NW0294'JACKS 1946---, CEMENTED IN ROCK BURIED IN GROUND, DISTANCE OF 18.34
 NW0294'FT. AND IN BEARING OF S 79 DEG. 6 MIN. E FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1193 ***********************************************************************
 QB1193  DESIGNATION -  JACKSON
 QB1193  PID         -  QB1193
 QB1193  STATE/COUNTY-  ID/WASHINGTON
 QB1193  USGS QUAD   -  STURGILL CREEK (1987)
 QB1193
 QB1193                         *CURRENT SURVEY CONTROL
 QB1193  ___________________________________________________________________
 QB1193* NAD 83(1992)-  44 42 46.32786(N)    117 01 23.21425(W)     ADJUSTED  
 QB1193* NAVD 88     -      1393.5    (meters)    4572.     (feet)  VERTCON   
 QB1193  ___________________________________________________________________
 QB1193  LAPLACE CORR-          10.10  (seconds)                    DEFLEC99
 QB1193  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 QB1193
 QB1193  HORZ ORDER  -  FIRST
 QB1193
 QB1193.The horizontal coordinates were established by classical geodetic methods
 QB1193.and adjusted by the National Geodetic Survey in July 1992..
 QB1193
 QB1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1193
 QB1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1193
 QB1193.The geoid height was determined by GEOID03.
 QB1193
 QB1193;                    North         East     Units Scale Factor Converg.
 QB1193;SPC ID W     -   339,188.249   699,125.447   MT  1.00005842   -0 53 44.8
 QB1193;SPC OR N     -   122,182.845 2,775,401.711   MT  0.99992604   +2 27 56.7
 QB1193;SPC OR N     -   400,862.35  9,105,648.66   iFT  0.99992604   +2 27 56.7
 QB1193;UTM  11      - 4,951,054.834   498,169.103   MT  0.99960004   -0 00 58.5
 QB1193
 QB1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1193!SPC ID W     -   0.99978413  x   1.00005842  =   0.99984254
 QB1193!SPC OR N     -   0.99978413  x   0.99992604  =   0.99971019
 QB1193!UTM  11      -   0.99978413  x   0.99960004  =   0.99938426
 QB1193
 QB1193:                Primary Azimuth Mark                     Grid Az
 QB1193:SPC ID W     -  JACKSON AZ MK                            009 35 05.1
 QB1193:SPC OR N     -  JACKSON AZ MK                            006 13 23.6
 QB1193:UTM  11      -  JACKSON AZ MK                            008 42 18.8
 QB1193
 QB1193|---------------------------------------------------------------------|
 QB1193| PID    Reference Object                     Distance      Geod. Az  |
 QB1193|                                                           dddmmss.s |
 QB1193| CD7712 JACKSON AZ MK                                      0084120.3 |
 QB1193| CD7713 JACKSON RM 1                          7.530 METERS 17618     |
 QB1193| CD7714 JACKSON RM 2                          4.079 METERS 29556     |
 QB1193|---------------------------------------------------------------------|
 QB1193
 QB1193                          SUPERSEDED SURVEY CONTROL
 QB1193
 QB1193  NAD 83(1991)-  44 42 46.32786(N)    117 01 23.21427(W) AD(       ) 1
 QB1193  NAD 83(1986)-  44 42 46.32798(N)    117 01 23.21433(W) AD(       ) 1
 QB1193  NAD 27      -  44 42 46.74956(N)    117 01 19.59429(W) AD(       ) 1
 QB1193  NGVD 29 (07/19/86) 1392.4    (m)         4568.     (f) VERT ANG       
 QB1193
 QB1193.Superseded values are not recommended for survey control.
 QB1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1193.See file dsdata.txt to determine how the superseded data were derived.
 QB1193
 QB1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9816951055(NAD 83)
 QB1193_MARKER: Z = SEE DESCRIPTION
 QB1193_SETTING: 0 = UNSPECIFIED SETTING
 QB1193
 QB1193  HISTORY     - Date     Condition        Report By
 QB1193  HISTORY     - 1945     MONUMENTED       CGS
 QB1193
 QB1193                          STATION DESCRIPTION
 QB1193
 QB1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1193'THE STATION IS LOCATED ABOUT 3 MILES S OF ROBINETTE, 2 MILES
 QB1193'E OF THE SNAKE RIVER, ABOUT 0.75 MILE SSW OF A RANCH HOUSE,
 QB1193'AND ON THE SECOND PROMINENT PEAK OF A LONG RIDGE DIVIDING
 QB1193'JACKSON AND COTTONWOOD CREEKS.  THE RIDGE CLIMBS TO A HIGHER
 QB1193'ELEVATION TOWARD THE SE.
 QB1193'
 QB1193'TO REACH FROM ROBINETTE, CROSS THE FERRY JUST S OF THE TOWN
 QB1193'AND PACK S, UP THE RIVER, FOR ABOUT 0.2 MILE TO THE SITE
 QB1193'OF A RANCH DWELLING WHICH HAS BURNED DOWN.  TURN SHARP LEFT
 QB1193'AND FOLLOW THE STEEP ERODED ROAD, UPGRADE, FOR ABOUT 3.0
 QB1193'MILES TO THE SECOND SUMMIT IN THE ROAD (A RANCH HOUSE AND
 QB1193'CULTIVATED FIELDS ARE ABOUT 0.5 MILE TO THE SE OF THIS POINT).
 QB1193'TURN RIGHT AND FOLLOW THE RIDGE AND FENCE, KEEPING BELOW
 QB1193'AND TO THE LEFT OF THE HIGH ROCKY POINT IN THE RIDGE, FOR
 QB1193'ABOUT 0.6 MILE TO THE FENCE CORNER AT THE BOTTOM OF A STEEP
 QB1193'DRAW.  BEAR TO THE LEFT, SE, FOR ABOUT 0.3 MILE TO THE
 QB1193'BACKBONE OF A RIDGE.  TURN RIGHT AND FOLLOW THE RIDGE FOR
 QB1193'ABOUT 0.4 MILE TO THE INTERSECTION OF THE MAIN RIDGE AND
 QB1193'THE STATION.  THIS IS ABOUT A 4-1/2-HOUR PACK.
 QB1193'
 QB1193'THE STATION MARK IS A BRONZE STATION DISK CEMENTED INTO A
 QB1193'DRILL HOLE IN A BURIED BOULDER SET FLUSH WITH THE SURFACE OF
 QB1193'THE GROUND.  THE DISK IS STAMPED JACKSON 1945.
 QB1193'
 QB1193'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED INTO A
 QB1193'DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 4 FEET AND IS ON
 QB1193'THE S SLOPE OF THE RIDGE.  THE DISK IS ABOUT 1 FOOT HIGHER
 QB1193'THAN THE STATION AND IS STAMPED JACKSON NO 1 1945.
 QB1193'
 QB1193'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED INTO A
 QB1193'DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 1 FOOT.  THE DISK
 QB1193'IS ABOUT 1-1/2 FEET LOWER THAN THE STATION AND IS STAMPED
 QB1193'JACKSON NO 2 1945.
 QB1193'
 QB1193'THE AZIMUTH MARK IS LOCATED ABOUT 1.5 MILES N OF THE STATION,
 QB1193'ABOUT 0.5 MILE NW OF A RANCH HOUSE, ABOUT 150 YARDS W OF THE
 QB1193'ROAD, AT THE POINT WHERE IT CROSSES OVER A LOW SADDLE BEFORE
 QB1193'IT DIPS DOWN TOWARD THE RANCH HOUSE, AND ON THE CREST OF THE
 QB1193'MAIN RIDGE.  THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED
 QB1193'INTO A DRILL HOLE IN A BOULDER AND IS STAMPED JACKSON 1945.
 QB1193'THE ROCK IN WHICH THE AZIMUTH MARK WAS SET IS ALMOST FLUSH
 QB1193'WITH THE GROUND AND LIES AMONG MANY LOOSE BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0826 ***********************************************************************
 QA0826  DESIGNATION -  JACKSON
 QA0826  PID         -  QA0826
 QA0826  STATE/COUNTY-  ID/BOISE
 QA0826  USGS QUAD   -  GRIMES PASS (1988)
 QA0826
 QA0826                         *CURRENT SURVEY CONTROL
 QA0826  ___________________________________________________________________
 QA0826* NAD 83(1992)-  44 00 35.10952(N)    115 46 35.48256(W)     ADJUSTED  
 QA0826* NAVD 88     -      2239.     (meters)    7346.     (feet)  SCALED    
 QA0826  ___________________________________________________________________
 QA0826  LAPLACE CORR-          11.67  (seconds)                    DEFLEC99
 QA0826  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 QA0826
 QA0826  HORZ ORDER  -  SECOND
 QA0826
 QA0826.The horizontal coordinates were established by classical geodetic methods
 QA0826.and adjusted by the National Geodetic Survey in July 1992..
 QA0826
 QA0826.The orthometric height was scaled from a topographic map.
 QA0826
 QA0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0826
 QA0826.The geoid height was determined by GEOID03.
 QA0826
 QA0826;                    North         East     Units Scale Factor Converg.
 QA0826;SPC ID W     -   260,275.468   797,873.187   MT  0.99993339   -0 01 06.3
 QA0826;UTM  11      - 4,873,683.633   598,075.387   MT  0.99971830   +0 51 00.4
 QA0826
 QA0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0826!SPC ID W     -   0.99965139  x   0.99993339  =   0.99958481
 QA0826!UTM  11      -   0.99965139  x   0.99971830  =   0.99936979
 QA0826
 QA0826:                Primary Azimuth Mark                     Grid Az
 QA0826:SPC ID W     -  WILSON                                   156 32 41.7
 QA0826:UTM  11      -  WILSON                                   155 40 35.0
 QA0826
 QA0826|---------------------------------------------------------------------|
 QA0826| PID    Reference Object                     Distance      Geod. Az  |
 QA0826|                                                           dddmmss.s |
 QA0826| OZ0891 WILSON                              APPROX. 5.2 KM 1563135.4 |
 QA0826|---------------------------------------------------------------------|
 QA0826
 QA0826                          SUPERSEDED SURVEY CONTROL
 QA0826
 QA0826  NAD 83(1986)-  44 00 35.10973(N)    115 46 35.47914(W) AD(       ) 2
 QA0826  NAD 27      -  44 00 35.48706(N)    115 46 32.07866(W) AD(       ) 2
 QA0826
 QA0826.Superseded values are not recommended for survey control.
 QA0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0826.See file dsdata.txt to determine how the superseded data were derived.
 QA0826
 QA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ9807573684(NAD 83)
 QA0826_MARKER: DS = TRIANGULATION STATION DISK
 QA0826_SETTING: 66 = SET IN ROCK OUTCROP
 QA0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0826
 QA0826  HISTORY     - Date     Condition        Report By
 QA0826  HISTORY     - 1933     MONUMENTED       USGS
 QA0826  HISTORY     - 1959     GOOD             CGS
 QA0826
 QA0826                          STATION DESCRIPTION
 QA0826
 QA0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0826'LOCATED, AIRLINE, ABOUT 12-1/2 MILES NORTH NORTHEAST OF IDAHO
 QA0826'CITY, 4-1/2 MILES NORTHEAST OF PIONEERVILLE AND 1-1/2 MILES
 QA0826'NORTH NORTHEAST OF THE POINT WHERE THE ROAD FROM PIONEERVILLE
 QA0826'TO PILOT PEAK PASSES OVER COULTER SUMMIT.
 QA0826'
 QA0826'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GRIMES,
 QA0826'DISTANCE BEING 8.430 FEET, 2.570 METERS SOUTH SOUTHEAST.  THE
 QA0826'MARK IS A STANDARD USGS DISK STAMPED JACKSON 1933, AND IS
 QA0826'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 1-1/2 FEET
 QA0826'SQUARE AND PROJECTING 2 INCHES.  IT IS 35 FEET NORTH NORTHWEST
 QA0826'OF THE HIGHEST POINT OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0827 ***********************************************************************
 QA0827  DESIGNATION -  JACKSON RM 2
 QA0827  PID         -  QA0827
 QA0827  STATE/COUNTY-  ID/BOISE
 QA0827  USGS QUAD   -  GRIMES PASS (1988)
 QA0827
 QA0827                         *CURRENT SURVEY CONTROL
 QA0827  ___________________________________________________________________
 QA0827* NAD 83(1992)-  44 00 34.76204(N)    115 46 35.89446(W)     ADJUSTED  
 QA0827* NAVD 88     -      2242.     (meters)    7356.     (feet)  SCALED    
 QA0827  ___________________________________________________________________
 QA0827  LAPLACE CORR-          11.69  (seconds)                    DEFLEC99
 QA0827  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 QA0827
 QA0827  HORZ ORDER  -  SECOND
 QA0827
 QA0827.The horizontal coordinates were established by classical geodetic methods
 QA0827.and adjusted by the National Geodetic Survey in July 1992..
 QA0827
 QA0827.The orthometric height was scaled from a topographic map.
 QA0827
 QA0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0827
 QA0827.The geoid height was determined by GEOID03.
 QA0827
 QA0827;                    North         East     Units Scale Factor Converg.
 QA0827;SPC ID W     -   260,264.747   797,864.008   MT  0.99993339   -0 01 06.6
 QA0827;UTM  11      - 4,873,672.776   598,066.374   MT  0.99971828   +0 51 00.1
 QA0827
 QA0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0827!SPC ID W     -   0.99965092  x   0.99993339  =   0.99958434
 QA0827!UTM  11      -   0.99965092  x   0.99971828  =   0.99936930
 QA0827
 QA0827                          SUPERSEDED SURVEY CONTROL
 QA0827
 QA0827  NAD 83(1986)-  44 00 34.76226(N)    115 46 35.89104(W) AD(       ) 2
 QA0827  NAD 27      -  44 00 35.13959(N)    115 46 32.49056(W) AD(       ) 2
 QA0827
 QA0827.Superseded values are not recommended for survey control.
 QA0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0827.See file dsdata.txt to determine how the superseded data were derived.
 QA0827
 QA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ9806673673(NAD 83)
 QA0827
 QA0827  HISTORY     - Date     Condition        Report By
 QA0827  HISTORY     - 1959     MONUMENTED       CGS
 QA0827
 QA0827                          STATION DESCRIPTION
 QA0827
 QA0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QA0827'SEE STATION GRIMES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0937 ***********************************************************************
 OY0937  DESIGNATION -  JAGGLE
 OY0937  PID         -  OY0937
 OY0937  STATE/COUNTY-  ID/BUTTE
 OY0937  USGS QUAD   -  SUNSET PEAK (1969)
 OY0937
 OY0937                         *CURRENT SURVEY CONTROL
 OY0937  ___________________________________________________________________
 OY0937* NAD 83(1992)-  43 53 43.61350(N)    113 19 40.00659(W)     ADJUSTED  
 OY0937* NAVD 88     -      3284.9    (meters)   10777.     (feet)  VERTCON   
 OY0937  ___________________________________________________________________
 OY0937  LAPLACE CORR-           6.76  (seconds)                    DEFLEC99
 OY0937  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 OY0937
 OY0937  HORZ ORDER  -  FIRST
 OY0937
 OY0937.The horizontal coordinates were established by classical geodetic methods
 OY0937.and adjusted by the National Geodetic Survey in July 1992..
 OY0937
 OY0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0937
 OY0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0937
 OY0937.The geoid height was determined by GEOID03.
 OY0937
 OY0937;                    North         East     Units Scale Factor Converg.
 OY0937;SPC ID C     -   247,798.603   554,008.035   MT  0.99998323   +0 27 57.9
 OY0937;UTM  12      - 4,862,894.531   313,042.864   MT  1.00002992   -1 36 51.9
 OY0937
 OY0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0937!SPC ID C     -   0.99948694  x   0.99998323  =   0.99947018
 OY0937!UTM  12      -   0.99948694  x   1.00002992  =   0.99951684
 OY0937
 OY0937|---------------------------------------------------------------------|
 OY0937| PID    Reference Object                     Distance      Geod. Az  |
 OY0937|                                                           dddmmss.s |
 OY0937| CN3773 JAGGLE RM 1                           7.873 METERS 01207     |
 OY0937| CN3772 JAGGLE AZ MK                                       1451936.7 |
 OY0937| CN3774 JAGGLE RM 2                           7.236 METERS 16026     |
 OY0937|---------------------------------------------------------------------|
 OY0937
 OY0937                          SUPERSEDED SURVEY CONTROL
 OY0937
 OY0937  NAD 83(1986)-  43 53 43.61135(N)    113 19 39.99776(W) AD(       ) 1
 OY0937  NAD 27      -  43 53 43.96006(N)    113 19 36.97702(W) AD(       ) 1
 OY0937  NGVD 29 (07/19/86) 3283.5    (m)        10773.     (f) VERT ANG       
 OY0937
 OY0937.Superseded values are not recommended for survey control.
 OY0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0937.See file dsdata.txt to determine how the superseded data were derived.
 OY0937
 OY0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP1304362895(NAD 83)
 OY0937_MARKER: DS = TRIANGULATION STATION DISK
 OY0937_SETTING: 66 = SET IN ROCK OUTCROP
 OY0937_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 OY0937
 OY0937  HISTORY     - Date     Condition        Report By
 OY0937  HISTORY     - 1965     MONUMENTED       CGS
 OY0937  HISTORY     - 1969     GOOD             USGS
 OY0937
 OY0937                          STATION DESCRIPTION
 OY0937
 OY0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JJL)
 OY0937'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF ARCO, 14 MILES
 OY0937'EAST OF MACKAY, 10-1/2 MILES NORTH-NORTHEAST OF MOORE, ON A
 OY0937'PROMINENT RED, SHALE ROCK KNOB THAT LIES ON THE MAHOGANY
 OY0937'MOUNTAIN RANGE, WHICH IS ABOUT 7 MILES NORTHEAST OF
 OY0937'U.S. HIGHWAY 93 ALTERNATE.  THERE ARE SEVERAL PROMINENT
 OY0937'POINTS ALONG THIS RANGE AND ALL BUT THE STATION HILL ARE
 OY0937'COMPOSED OF BLACK AND GREY ROCK.  THE HELICOPTER LANDED ON THE
 OY0937'GRASSY AREA ABOUT 1/4 MILE SOUTHEAST OF THE STATION.
 OY0937'
 OY0937'TO REACH THE STATION FROM THE POST OFFICE IN DARLINGTON, GO
 OY0937'NORTHWEST ON U.S. HIGHWAY 93 ALTERNATE FOR 3.0 MILES TO A
 OY0937'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED
 OY0937'ROAD FOR 1.3 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 OY0937'NORTH ON A GRAVELED ROAD FOR 1.55 MILES TO A SIDE ROAD ON THE
 OY0937'RIGHT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.2 MILE TO A
 OY0937'DIM 3-WAY FORK.  TAKE THE EXTREME RIGHT FORK AND GO CAST ON A
 OY0937'TRACK ROAD FOR 1.35 MILES TO THE END OF TRUCK TRAVEL JUST
 OY0937'BELOW A DEEP RAVINE.  FROM THIS POINT THE STATION IS VISIBLE
 OY0937'TO THE EAST-NORTHEAST.  TO REACH THE STATION BY HELICOPTER,
 OY0937'FLY EAST-NORTHEAST FOR ABOUT 2 MILES TO THE SECOND
 OY0937'RIDGE AND THE STATION.
 OY0937'
 OY0937'THE STATION MARK IS A STANDARD DISK STAMPED JAGGLE 1965,
 OY0937'CEMENTED IN A DEPRESSION IN OUTCROPPING BEDROCK.  IT IS ABOUT 3
 OY0937'FEET LOWER THAN THE HIGHEST POINT ON THE RIDGE WHICH IS
 OY0937'SOUTH-SOUTHWEST OF THE STATION.
 OY0937'
 OY0937'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JAGGLE NO 1 1965,
 OY0937'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT 4
 OY0937'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 OY0937'
 OY0937'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JAGGLE NO 2 1965,
 OY0937'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ABOUT 2
 OY0937'FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 OY0937'
 OY0937'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JAGGLE 1965,
 OY0937'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 OY0937'
 OY0937'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTH DOWN THE
 OY0937'NARROW, ROCKY RIDGE FOR ABOUT 1/4 MILE TO THE MARK IN A LARGE
 OY0937'ROCK OUTCROP THAT PROJECTS ABOUT 4 FEET ON THE EAST SIDE AND IS
 OY0937'A SHEER DROP OF ABOUT 1000 FEET ON THE NORTH SIDE.  THIS IS ABOUT
 OY0937'100 YARDS NORTHWEST OF THE HELICOPTER LANDING AND CAMP SITE.
 OY0937'
 OY0937'IT IS A 20 MINUTE PACK FROM THE HELICOPTER LANDING TO THE
 OY0937'STATION.
 OY0937
 OY0937                          STATION RECOVERY (1969)
 OY0937
 OY0937'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0937'STATION MARK--A STANDARD DISK STAMPED---JAGGLE 1965---, CEMENTED
 OY0937'IN A DEPRESSION IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0951 ***********************************************************************
 OY0951  DESIGNATION -  JAGGY
 OY0951  PID         -  OY0951
 OY0951  STATE/COUNTY-  ID/BUTTE
 OY0951  USGS QUAD   -  QUAKING ASPEN BUTTE (1972)
 OY0951
 OY0951                         *CURRENT SURVEY CONTROL
 OY0951  ___________________________________________________________________
 OY0951* NAD 83(1992)-  43 29 48.64931(N)    113 10 15.40818(W)     ADJUSTED  
 OY0951* NAVD 88     -      1653.0    (meters)    5423.     (feet)  VERTCON   
 OY0951  ___________________________________________________________________
 OY0951  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 OY0951  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 OY0951
 OY0951  HORZ ORDER  -  FIRST
 OY0951
 OY0951.The horizontal coordinates were established by classical geodetic methods
 OY0951.and adjusted by the National Geodetic Survey in July 1992..
 OY0951
 OY0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0951
 OY0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0951
 OY0951.The geoid height was determined by GEOID03.
 OY0951
 OY0951;                    North         East     Units Scale Factor Converg.
 OY0951;SPC ID C     -   203,628.073   567,051.163   MT  1.00000265   +0 34 14.4
 OY0951;UTM  12      - 4,818,280.598   324,479.867   MT  0.99997896   -1 29 40.8
 OY0951
 OY0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0951!SPC ID C     -   0.99974278  x   1.00000265  =   0.99974543
 OY0951!UTM  12      -   0.99974278  x   0.99997896  =   0.99972175
 OY0951
 OY0951|---------------------------------------------------------------------|
 OY0951| PID    Reference Object                     Distance      Geod. Az  |
 OY0951|                                                           dddmmss.s |
 OY0951| CN3776 JAGGY RM 1                            4.753 METERS 04017     |
 OY0951| OY0929 NATIONAL REACTR SITE EBR 1 MST      APPROX.13.4 KM 0830033.2 |
 OY0951| OY0949 BIG BUTTE LOOKOUT HOUSE             APPROX.16.4 KM 1325450.8 |
 OY0951| OY0948 BIG BUTTE 3                         APPROX.16.4 KM 1330905.5 |
 OY0951| CN3777 JAGGY RM 2                            4.840 METERS 21855     |
 OY0951| CN3775 JAGGY AZ MK                                        3404400.0 |
 OY0951|---------------------------------------------------------------------|
 OY0951
 OY0951                          SUPERSEDED SURVEY CONTROL
 OY0951
 OY0951  NAD 83(1986)-  43 29 48.64361(N)    113 10 15.39439(W) AD(       ) 1
 OY0951  NAD 27      -  43 29 48.98290(N)    113 10 12.38520(W) AD(       ) 1
 OY0951  NGVD 29 (07/19/86) 1651.9    (m)         5420.     (f) VERT ANG       
 OY0951
 OY0951.Superseded values are not recommended for survey control.
 OY0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0951.See file dsdata.txt to determine how the superseded data were derived.
 OY0951
 OY0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP2448018281(NAD 83)
 OY0951_MARKER: DD = SURVEY DISK
 OY0951_SETTING: 66 = SET IN ROCK OUTCROP
 OY0951
 OY0951  HISTORY     - Date     Condition        Report By
 OY0951  HISTORY     - 1949     MONUMENTED       USE
 OY0951  HISTORY     - 1960     GOOD             USE
 OY0951  HISTORY     - 1965     GOOD             CGS
 OY0951  HISTORY     - 1970     GOOD             USGS
 OY0951  HISTORY     - 1972     GOOD             NGS
 OY0951  HISTORY     - 1972     GOOD             USGS
 OY0951
 OY0951                          STATION DESCRIPTION
 OY0951
 OY0951'DESCRIBED BY US ENGINEERS 1960 (OSR)
 OY0951'STATION IS ON A PROMINENT ROCKY COVERED DOME SHAPED HILL, ON
 OY0951'THE SOUTHEAST END OF A LOW RIDGE THAT HAS TWO JAGGY BLACK ROCKY
 OY0951'PEAKS ON THE NORTHWEST END.  IT IS ABOUT 11-1/2 MILES
 OY0951'SOUTHEAST OF ARCO AND 9 MILES NORTHWEST OF BIG SOUTHERN BUTTE,
 OY0951'IN T 2 N AND NEAR THE LINE BETWEEN R 27 E AND R 28 E.
 OY0951'
 OY0951'TO REACH THE STATION FROM THE POST OFFICE IN ARCO GO SOUTHEAST
 OY0951'ON U.S. HIGHWAYS 20 AND 26 FOR 1.25 MILES TO A PAVED SIDE ROAD
 OY0951'RIGHT AND SIGN RIVERSIDE TRAILER CT, TURN RIGHT SOUTH ON PAVED
 OY0951'ROAD FOR 1.05 MILES TO A PAVED SIDE ROAD RIGHT JUST AFTER MAKING
 OY0951'LEFT TURN, TURN RIGHT SOUTH ON PAVED ROAD FOR 1.5 MILES TO
 OY0951'A BRIDGE AND FARM HOUSES, CONTINUE SOUTH ON GRAVELED ROAD FOR
 OY0951'0.45 MILE TO A FORK, TAKE LEFT FORK SOUTH FOR 0.5 MILE TO A
 OY0951'FORK AND A FENCE CORNER ON THE LEFT JUST AFTER GOING UP SMALL
 OY0951'RISE, TAKE RIGHT FORK STRAIGHT AHEAD SOUTHERLY FOR 1.45 MILES
 OY0951'TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE
 OY0951'SOUTHERLY FOR 2.1 MILES TO A FORK, TAKE LEFT FORK STRAIGHT
 OY0951'AHEAD AND CONTINUE SOUTHERLY FOR 2.1 MILES TO THE AZIMUTH MARK
 OY0951'ON THE RIGHT, CONTINUE SOUTHERLY FOR 0.1 MILE TO A NO
 OY0951'TRESPASSING SIGN, CONTINUE SOUTHERLY FOR 0.9 MILE TO A
 OY0951'DIM TRACK ROAD RIGHT, TURN RIGHT ON TRACK ROAD WEST
 OY0951'SOUTH-WEST FOR 0.85 MILE TO THE TOP OF THE RIDGE, FROM HERE
 OY0951'PACK SOUTHEAST FOR ABOUT 50 YARDS TO THE TOP OF THE HILL AND
 OY0951'STATION.
 OY0951'
 OY0951'STATION MARK IS A BRONZE DISK OF THE CORPS OF ENGINEERS,
 OY0951'DEPARTMENT OF THE ARMY, STAMPED JAGGY 1949, CEMENTED IN A DRILL
 OY0951'HOLE IN A 1 X 2 FOOT ROCK OUTCROP FLUSH WITH THE SURFACE OF THE
 OY0951'GROUND.  IT IS ON THE HIGHEST POINT OF THE HILL.
 OY0951'
 OY0951'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JAGGY USE NO
 OY0951'1 1960, CEMENTED IN A DRILL HOLE IN A 4 X 4 FOOT ROCK OUTCROP
 OY0951'PROJECTING 2-1/2 FEET.  IT IS ABOUT THE SAME ELEVATION AS THE
 OY0951'STATION MARK.
 OY0951'
 OY0951'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JAGGY USE NO 2
 OY0951'1960, CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT ROCK OUTCROP
 OY0951'PROJECTING 2 FEET.  IT IS ABOUT THE SAME ELEVATION AS THE
 OY0951'STATION MARK.
 OY0951'
 OY0951'AZIMUTH MARK IS A STANDARD DISK, STAMPED JAGGY USE 1960, CEMENTED
 OY0951'IN A 2 X 4 FOOT ROCK OUTCROP PROJECTING 6 INCHES.  IT IS 16
 OY0951'FEET SOUTH OF THE CENTER OF A GRADED ROAD.  A METAL WITNESS
 OY0951'SIGN POST WAS SET 4.4 FEET WEST OF THE MARK IN A 3 FOOT CAIRN.
 OY0951
 OY0951                          STATION RECOVERY (1965)
 OY0951
 OY0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL)
 OY0951'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 OY0951'
 OY0951'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 OY0951'FOUND IN GOOD CONDITION.
 OY0951'
 OY0951'A NEW ROUTE TO THE STATION FOLLOWS--
 OY0951'
 OY0951'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20,
 OY0951'26 AND ALTERNATE 93 IN ARCO, GO SOUTHEAST ON U.S. HIGHWAYS 20
 OY0951'AND 26 FOR 1.25 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 OY0951'GO SOUTH FOR 1.05 MILES TO A SIDE ROAD RIGHT, JUST AFTER MAKING
 OY0951'A LEFT TURN.  TURN RIGHT AND GO SOUTH FOR 1.5 MILES TO A BRIDGE
 OY0951'AND FARM HOUSES.  CONTINUE SOUTH FOR 0.45 MILE TO A Y-FORK.
 OY0951'TAKE THE RIGHT FORK AND GO SOUTH AND EAST FOR 1.1 MILES TO A
 OY0951'WIRE GATE.  PASS THROUGH THE GATE AND GO SOUTHERLY FOR
 OY0951'4.35 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 OY0951'SOUTHEASTERLY FOR 2.0 MILES TO THE AZIMUTH MARK ON THE
 OY0951'RIGHT.  CONTINUE SOUTHEASTERLY FOR 1.2 MILES TO A DIM
 OY0951'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST-SOUTHWEST ON THE
 OY0951'DIM TRACK ROAD FOR 0.85 MILE TO THE TOP OF THE RIDGE AND THE
 OY0951'END OF TRUCK TRAVEL.  PACK SOUTHEAST FOR ABOUT 50 YARDS
 OY0951'TO THE TOP OF THE HILL AND THE STATION.
 OY0951
 OY0951                          STATION RECOVERY (1970)
 OY0951
 OY0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OY0951'INSTRUMENT STAND 4.8 FT ABOVE STATION MARK.
 OY0951
 OY0951                          STATION RECOVERY (1972)
 OY0951
 OY0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 OY0951'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OY0951'WERE RECOVERED AS DESCRIBED.
 OY0951'
 OY0951'A DIFFERENCE WAS FOUND IN THE HORIZONTAL ANGLE TO THE REFERENCE
 OY0951'MARKS.
 OY0951'
 OY0951'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 OY0951'SOUTHEAST OF ARCO
 OY0951
 OY0951                          STATION RECOVERY (1972)
 OY0951
 OY0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OY0951'STATION FOUND AS DESCRIBED BY USGS IN 1970.  ALL MARKS IN GOOD
 OY0951'CONDITION R.M.S CHECKED IN 1972
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0735 ***********************************************************************
 PZ0735  DESIGNATION -  JAKES
 PZ0735  PID         -  PZ0735
 PZ0735  STATE/COUNTY-  ID/LEMHI
 PZ0735  USGS QUAD   -  WEST OF LEADORE (1987)
 PZ0735
 PZ0735                         *CURRENT SURVEY CONTROL
 PZ0735  ___________________________________________________________________
 PZ0735* NAD 83(1992)-  44 42 11.80451(N)    113 22 40.54311(W)     ADJUSTED  
 PZ0735* NAVD 88     -      1799.7    (meters)    5905.     (feet)  VERTCON   
 PZ0735  ___________________________________________________________________
 PZ0735  LAPLACE CORR-           7.60  (seconds)                    DEFLEC99
 PZ0735  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 PZ0735
 PZ0735  HORZ ORDER  -  SECOND
 PZ0735
 PZ0735.The horizontal coordinates were established by classical geodetic methods
 PZ0735.and adjusted by the National Geodetic Survey in July 1992..
 PZ0735
 PZ0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0735
 PZ0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0735
 PZ0735.The geoid height was determined by GEOID03.
 PZ0735
 PZ0735;                    North         East     Units Scale Factor Converg.
 PZ0735;SPC ID C     -   337,527.081   549,298.268   MT  0.99997724   +0 26 15.3
 PZ0735;SPC MT       -    57,995.065   292,730.456   MT  1.00019098   -2 50 12.2
 PZ0735;SPC MT       -   190,272.52    960,401.76   iFT  1.00019098   -2 50 12.2
 PZ0735;UTM  12      - 4,952,739.983   311,617.416   MT  1.00003642   -1 40 23.6
 PZ0735
 PZ0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0735!SPC ID C     -   0.99971971  x   0.99997724  =   0.99969696
 PZ0735!SPC MT       -   0.99971971  x   1.00019098  =   0.99991064
 PZ0735!UTM  12      -   0.99971971  x   1.00003642  =   0.99975612
 PZ0735
 PZ0735|---------------------------------------------------------------------|
 PZ0735| PID    Reference Object                     Distance      Geod. Az  |
 PZ0735|                                                           dddmmss.s |
 PZ0735| CN3779 JAKES RM 1                           29.905 METERS 01308     |
 PZ0735| CN3778 JAKES AZ MK                                        1123506.3 |
 PZ0735| CN3780 JAKES RM 2                           18.780 METERS 13945     |
 PZ0735|---------------------------------------------------------------------|
 PZ0735
 PZ0735                          SUPERSEDED SURVEY CONTROL
 PZ0735
 PZ0735  NAD 83(1986)-  44 42 11.80149(N)    113 22 40.54128(W) AD(       ) 2
 PZ0735  NAD 27      -  44 42 12.07800(N)    113 22 37.40700(W) AD(       ) 2
 PZ0735  NGVD 29 (07/19/86) 1798.4    (m)         5900.     (f) VERT ANG       
 PZ0735
 PZ0735.Superseded values are not recommended for survey control.
 PZ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0735.See file dsdata.txt to determine how the superseded data were derived.
 PZ0735
 PZ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ1161752740(NAD 83)
 PZ0735_MARKER: DS = TRIANGULATION STATION DISK
 PZ0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0735
 PZ0735  HISTORY     - Date     Condition        Report By
 PZ0735  HISTORY     - 1950     MONUMENTED       CGS
 PZ0735
 PZ0735                          STATION DESCRIPTION
 PZ0735
 PZ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0735'THE STATION IS LOCATED ALONG STATE HIGHWAY 28 IN FRONT OF THE
 PZ0735'HOME OF MR. RUSSELL BENNEDET.  IT IS ABOUT 1 MILE AIRLINE NORTH
 PZ0735'OF LEADORE AND 15 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
 PZ0735'STATE HIGHWAY 28.
 PZ0735'
 PZ0735'THE STATION IS A STANDARD DISK STAMPED JAKES 1950 SET IN TOP
 PZ0735'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 PZ0735'2 INCHES HIGHER THAN THE GROUND.  IT IS 7.6 FEET NORTH OF A
 PZ0735'WHITE WITNESS POST AND 100 FEET EAST-NORTHEAST OF THE DOORWAY
 PZ0735'OF THE HOME OF MR. RUSSELL BENNEDET.
 PZ0735'
 PZ0735'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JAKES
 PZ0735'NO 1 1950 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 PZ0735'WHICH PROJECTS 3 INCHES HIGHER THAN THE GROUND AND IS 6 FEET
 PZ0735'HIGHER THAN THE STATION.  IT IS 2 FEET SOUTH OF A FENCE CORNER
 PZ0735'AND 35.0 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 28.
 PZ0735'
 PZ0735'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JAKES
 PZ0735'NO 2 1950 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 PZ0735'WHICH PROJECTS 3 INCHES HIGHER THAN THE GROUND AND IS THE SAME
 PZ0735'ELEVATION AS THE STATION.  IT IS 1 FOOT EAST-NORTHEAST OF A
 PZ0735'WIRE MESH FENCE AND 40 FEET WEST-SOUTHWEST OF THE CENTER LINE
 PZ0735'OF STATE HIGHWAY 28.
 PZ0735'
 PZ0735'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JAKES 1950 SET IN
 PZ0735'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 PZ0735'HIGHER THAN THE GROUND.  IT IS 70 FEET NORTHEAST OF THE CENTER
 PZ0735'LINE OF STATE HIGHWAY 28 AND 20 FEET NORTHEAST OF A WOVEN WIRE
 PZ0735'FENCE.
 PZ0735'
 PZ0735'TO REACH THE STATION FROM THE POST OFFICE IN LEADORE, GO EAST
 PZ0735'ON THE GRAVELED ROAD FOR 0.1 MILE TO STATE HIGHWAY 28.  TURN
 PZ0735'LEFT, NORTH, AND FOLLOW STATE HIGHWAY 28 NORTHERLY TOWARD
 PZ0735'LEMHI FOR 2.2 MILES TO THE AZIMUTH MARK ON THE RIGHT, EAST,
 PZ0735'SIDE OF THE HIGHWAY.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO
 PZ0735'THE HOME OF MR. RUSSELL BENNEDET ON THE LEFT, WEST, SIDE OF THE
 PZ0735'HIGHWAY AND THE STATION.
 PZ0735'
 PZ0735'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0877 ***********************************************************************
 RY0877  DESIGNATION -  JAY PT
 RY0877  PID         -  RY0877
 RY0877  STATE/COUNTY-  ID/IDAHO
 RY0877  USGS QUAD   -  GRAVE PEAK (1994)
 RY0877
 RY0877                         *CURRENT SURVEY CONTROL
 RY0877  ___________________________________________________________________
 RY0877* NAD 83(1992)-  46 29 53.85560(N)    114 44 48.07260(W)     ADJUSTED  
 RY0877* NAVD 88     -      1658.7    (meters)    5442.     (feet)  VERTCON   
 RY0877  ___________________________________________________________________
 RY0877  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 RY0877  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 RY0877
 RY0877  HORZ ORDER  -  THIRD
 RY0877
 RY0877.The horizontal coordinates were established by classical geodetic methods
 RY0877.and adjusted by the National Geodetic Survey in July 1992..
 RY0877
 RY0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0877
 RY0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0877
 RY0877.The geoid height was determined by GEOID03.
 RY0877
 RY0877;                    North         East     Units Scale Factor Converg.
 RY0877;SPC ID W     -   537,314.110   877,013.996   MT  1.00000621   +0 43 40.1
 RY0877;UTM  11      - 5,151,880.509   672,904.111   MT  0.99996749   +1 38 05.5
 RY0877
 RY0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0877!SPC ID W     -   0.99974239  x   1.00000621  =   0.99974860
 RY0877!UTM  11      -   0.99974239  x   0.99996749  =   0.99970989
 RY0877
 RY0877:                Primary Azimuth Mark                     Grid Az
 RY0877:SPC ID W     -  ROCKY POINT ET                           032 50 43.1
 RY0877:UTM  11      -  ROCKY POINT ET                           031 56 17.7
 RY0877
 RY0877|---------------------------------------------------------------------|
 RY0877| PID    Reference Object                     Distance      Geod. Az  |
 RY0877|                                                           dddmmss.s |
 RY0877| RY0896 ROCKY POINT ET                      APPROX.11.2 KM 0333423.2 |
 RY0877|---------------------------------------------------------------------|
 RY0877
 RY0877                          SUPERSEDED SURVEY CONTROL
 RY0877
 RY0877  NAD 83(1986)-  46 29 53.86614(N)    114 44 48.07164(W) AD(       ) 3
 RY0877  NAD 27      -  46 29 54.15248(N)    114 44 44.67751(W) AD(       ) 3
 RY0877  NGVD 29 (07/19/86) 1657.5    (m)         5438.     (f) VERT ANG       
 RY0877
 RY0877.Superseded values are not recommended for survey control.
 RY0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0877.See file dsdata.txt to determine how the superseded data were derived.
 RY0877
 RY0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM7290451881(NAD 83)
 RY0877_MARKER: DD = SURVEY DISK
 RY0877_SETTING: 66 = SET IN ROCK OUTCROP
 RY0877_SP_SET: SET IN ROCK OUTCROP
 RY0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0877+STABILITY: POSITION/ELEVATION WELL
 RY0877
 RY0877  HISTORY     - Date     Condition        Report By
 RY0877  HISTORY     - 1966     MONUMENTED       USGS
 RY0877
 RY0877                          STATION DESCRIPTION
 RY0877
 RY0877'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0877'LOCATED ABOUT 13.1 MI. (AIRLINE) NNW. OF ELK SUMMIT GUARD STATION,
 RY0877'ABOUT 2 MI. SW. OF POWELL RANGER STATION, ON THE N. END OF A
 RY0877'N.-S. RIDGE.
 RY0877'
 RY0877'REACHED BY HELICOPTER, STATION CAN ALSO BE REACHED BY PACKING UP JAY
 RY0877'PT. TRAIL, ABOUT 2 HOURS.
 RY0877'
 RY0877'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED---JAY PT 1966---
 RY0877'CEMENTED IN ROCK.
 RY0877'
 RY0877'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET STAMPED---NO 1
 RY0877'1966--- CEMENTED IN BEDROCK 34.60 FT. FROM STATION MARK,
 RY0877'N 27 DEG 24 MIN W.
 RY0877'
 RY0877'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET STAMPED---NO 2
 RY0877'1966--- CEMENTED IN BEDROCK 29.20 FT. FROM STATION MARK,
 RY0877'S 61 DEG 20 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0637 ***********************************************************************
 RY0637  DESIGNATION -  JD 10
 RY0637  PID         -  RY0637
 RY0637  STATE/COUNTY-  ID/CLEARWATER
 RY0637  USGS QUAD   -  JAYPE (1994)
 RY0637
 RY0637                         *CURRENT SURVEY CONTROL
 RY0637  ___________________________________________________________________
 RY0637* NAD 83(1986)-  46 32 02.     (N)    115 49 55.     (W)     SCALED    
 RY0637* NAVD 88     -       994.683  (meters)    3263.39   (feet)  ADJUSTED  
 RY0637  ___________________________________________________________________
 RY0637  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 RY0637  DYNAMIC HT  -         994.555 (meters)    3262.97  (feet)  COMP
 RY0637  MODELED GRAV-     980,452.0   (mgal)                       NAVD 88
 RY0637
 RY0637  VERT ORDER  -  SECOND    CLASS 0
 RY0637
 RY0637.The horizontal coordinates were scaled from a topographic map and have
 RY0637.an estimated accuracy of +/- 6 seconds.
 RY0637
 RY0637.The orthometric height was determined by differential leveling
 RY0637.and adjusted by the National Geodetic Survey in June 1991..
 RY0637
 RY0637.The geoid height was determined by GEOID03.
 RY0637
 RY0637.The dynamic height is computed by dividing the NAVD 88
 RY0637.geopotential number by the normal gravity value computed on the
 RY0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0637.degrees latitude (g = 980.6199 gals.).
 RY0637
 RY0637.The modeled gravity was interpolated from observed gravity values.
 RY0637
 RY0637;                    North         East    Units  Estimated Accuracy
 RY0637;SPC ID W     -   540,790.      793,710.      MT  (+/- 180 meters Scaled)
 RY0637
 RY0637                          SUPERSEDED SURVEY CONTROL
 RY0637
 RY0637  NGVD 29 (??/??/92)  993.569  (m)         3259.73   (f) ADJ UNCH    2 0
 RY0637
 RY0637.Superseded values are not recommended for survey control.
 RY0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0637.See file dsdata.txt to determine how the superseded data were derived.
 RY0637
 RY0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM895540(NAD 83)
 RY0637_MARKER: DD = SURVEY DISK
 RY0637_SETTING: 66 = SET IN ROCK OUTCROP
 RY0637_SP_SET: PROMINENT OUTCROP
 RY0637_STAMPING: J D 10 1934
 RY0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0637+STABILITY: POSITION/ELEVATION WELL
 RY0637
 RY0637  HISTORY     - Date     Condition        Report By
 RY0637  HISTORY     - 1934     MONUMENTED       USGS
 RY0637  HISTORY     - 1959     GOOD             NGS
 RY0637
 RY0637                          STATION DESCRIPTION
 RY0637
 RY0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0637'4.3 MI NW FROM PIERCE.
 RY0637'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0637'PIERCE, IN THE TOP OF A PROMINENT OUTCROP, 60 FEET EAST OF THE CENTER
 RY0637'LINE OF THE HIGHWAY, 150 FEET WEST OF A CREEK, AND 85 FEET WEST OF A
 RY0637'RAILROAD WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0639 ***********************************************************************
 RY0639  DESIGNATION -  JD 11
 RY0639  PID         -  RY0639
 RY0639  STATE/COUNTY-  ID/CLEARWATER
 RY0639  USGS QUAD   -  JAYPE (1994)
 RY0639
 RY0639                         *CURRENT SURVEY CONTROL
 RY0639  ___________________________________________________________________
 RY0639* NAD 83(1986)-  46 33 20.     (N)    115 50 12.     (W)     SCALED    
 RY0639* NAVD 88     -      1005.205  (meters)    3297.91   (feet)  ADJUSTED  
 RY0639  ___________________________________________________________________
 RY0639  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 RY0639  DYNAMIC HT  -        1005.071 (meters)    3297.47  (feet)  COMP
 RY0639  MODELED GRAV-     980,446.6   (mgal)                       NAVD 88
 RY0639
 RY0639  VERT ORDER  -  SECOND    CLASS 0
 RY0639
 RY0639.The horizontal coordinates were scaled from a topographic map and have
 RY0639.an estimated accuracy of +/- 6 seconds.
 RY0639
 RY0639.The orthometric height was determined by differential leveling
 RY0639.and adjusted by the National Geodetic Survey in June 1991..
 RY0639
 RY0639.The geoid height was determined by GEOID03.
 RY0639
 RY0639.The dynamic height is computed by dividing the NAVD 88
 RY0639.geopotential number by the normal gravity value computed on the
 RY0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0639.degrees latitude (g = 980.6199 gals.).
 RY0639
 RY0639.The modeled gravity was interpolated from observed gravity values.
 RY0639
 RY0639;                    North         East    Units  Estimated Accuracy
 RY0639;SPC ID W     -   543,190.      793,350.      MT  (+/- 180 meters Scaled)
 RY0639
 RY0639                          SUPERSEDED SURVEY CONTROL
 RY0639
 RY0639  NGVD 29 (??/??/92) 1004.082  (m)         3294.23   (f) ADJ UNCH    2 0
 RY0639
 RY0639.Superseded values are not recommended for survey control.
 RY0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0639.See file dsdata.txt to determine how the superseded data were derived.
 RY0639
 RY0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM891564(NAD 83)
 RY0639_MARKER: DD = SURVEY DISK
 RY0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0639_STAMPING: J D 11 1934
 RY0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0639+STABILITY: SURFACE MOTION
 RY0639
 RY0639  HISTORY     - Date     Condition        Report By
 RY0639  HISTORY     - 1934     MONUMENTED       USGS
 RY0639  HISTORY     - 1959     GOOD             NGS
 RY0639
 RY0639                          STATION DESCRIPTION
 RY0639
 RY0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0639'5.9 MI NW FROM PIERCE.
 RY0639'ABOUT 5.9 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE PUBLIC
 RY0639'LIBRARY AT PIERCE, 0.05 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD
 RY0639'LEADING NORTHWEST, AT HOLLYWOOD, 42 FEET EAST OF THE CENTER LINE OF
 RY0639'THE HIGHWAY, 40 FEET NORTHEAST OF A POWER LINE POLE WITH A GUY WIRE,
 RY0639'9.8 FEET SOUTH OF A PICKET FENCE, 1.3 FEET EAST OF A WITNESS POST,
 RY0639'ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 RY0639'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0605 ***********************************************************************
 RY0605  DESIGNATION -  JD 45
 RY0605  PID         -  RY0605
 RY0605  STATE/COUNTY-  ID/CLEARWATER
 RY0605  USGS QUAD   -  SHEEP MOUNTAIN (1994)
 RY0605
 RY0605                         *CURRENT SURVEY CONTROL
 RY0605  ___________________________________________________________________
 RY0605* NAD 83(1986)-  46 50 26.     (N)    115 37 13.     (W)     SCALED    
 RY0605* NAVD 88     -       514.181  (meters)    1686.94   (feet)  ADJUSTED  
 RY0605  ___________________________________________________________________
 RY0605  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 RY0605  DYNAMIC HT  -         514.102 (meters)    1686.68  (feet)  COMP
 RY0605  MODELED GRAV-     980,448.2   (mgal)                       NAVD 88
 RY0605
 RY0605  VERT ORDER  -  SECOND    CLASS 0
 RY0605
 RY0605.The horizontal coordinates were scaled from a topographic map and have
 RY0605.an estimated accuracy of +/- 6 seconds.
 RY0605
 RY0605.The orthometric height was determined by differential leveling
 RY0605.and adjusted by the National Geodetic Survey in June 1991..
 RY0605
 RY0605.The geoid height was determined by GEOID03.
 RY0605
 RY0605.The dynamic height is computed by dividing the NAVD 88
 RY0605.geopotential number by the normal gravity value computed on the
 RY0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0605.degrees latitude (g = 980.6199 gals.).
 RY0605
 RY0605.The modeled gravity was interpolated from observed gravity values.
 RY0605
 RY0605;                    North         East    Units  Estimated Accuracy
 RY0605;SPC ID W     -   574,880.      809,900.      MT  (+/- 180 meters Scaled)
 RY0605
 RY0605                          SUPERSEDED SURVEY CONTROL
 RY0605
 RY0605  NGVD 29 (??/??/92)  513.014  (m)         1683.11   (f) ADJ UNCH    2 0
 RY0605
 RY0605.Superseded values are not recommended for survey control.
 RY0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0605.See file dsdata.txt to determine how the superseded data were derived.
 RY0605
 RY0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM052883(NAD 83)
 RY0605_MARKER: DD = SURVEY DISK
 RY0605_SETTING: 80 = SET IN A BOULDER
 RY0605_STAMPING: JD 45 1934
 RY0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0605+STABILITY: SURFACE MOTION
 RY0605
 RY0605  HISTORY     - Date     Condition        Report By
 RY0605  HISTORY     - 1934     MONUMENTED       USGS
 RY0605  HISTORY     - 1959     GOOD             NGS
 RY0605
 RY0605                          STATION DESCRIPTION
 RY0605
 RY0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0605'53.4 MI NE FROM AHSAHKA.
 RY0605'ABOUT 53.4 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0605'FROM THE RIVER BRIDGE AT AHSAHKA, ABOUT 120 FEET EAST OF THE SOUTH
 RY0605'PILLAR FOR A STEEL BRIDGE OVER THE RIVER, IN THE TOP OF A BOULDER,
 RY0605'ABOUT 126 FEET EAST OF THE CENTER LINE OF THE CAMP 4-CANYON RANGER
 RY0605'STATION ROAD, 9 FEET NORTHWEST OF A WITNESS POST, ABOUT 15 FEET HIGHER
 RY0605'THAN THE RIVER, AND ABOUT 4 FEET HIGHER THAN HIGH WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0607 ***********************************************************************
 RY0607  DESIGNATION -  JD 46
 RY0607  PID         -  RY0607
 RY0607  STATE/COUNTY-  ID/CLEARWATER
 RY0607  USGS QUAD   -  SHEEP MOUNTAIN (1994)
 RY0607
 RY0607                         *CURRENT SURVEY CONTROL
 RY0607  ___________________________________________________________________
 RY0607* NAD 83(1986)-  46 50 11.     (N)    115 35 06.     (W)     SCALED    
 RY0607* NAVD 88     -       532.376  (meters)    1746.64   (feet)  ADJUSTED  
 RY0607  ___________________________________________________________________
 RY0607  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RY0607  DYNAMIC HT  -         532.342 (meters)    1746.53  (feet)  COMP
 RY0607  MODELED GRAV-     980,534.6   (mgal)                       NAVD 88
 RY0607
 RY0607  VERT ORDER  -  SECOND    CLASS 0
 RY0607
 RY0607.The horizontal coordinates were scaled from a topographic map and have
 RY0607.an estimated accuracy of +/- 6 seconds.
 RY0607
 RY0607.The orthometric height was determined by differential leveling
 RY0607.and adjusted by the National Geodetic Survey in June 1991..
 RY0607
 RY0607.The geoid height was determined by GEOID03.
 RY0607
 RY0607.The dynamic height is computed by dividing the NAVD 88
 RY0607.geopotential number by the normal gravity value computed on the
 RY0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0607.degrees latitude (g = 980.6199 gals.).
 RY0607
 RY0607.The modeled gravity was interpolated from observed gravity values.
 RY0607
 RY0607;                    North         East    Units  Estimated Accuracy
 RY0607;SPC ID W     -   574,420.      812,590.      MT  (+/- 180 meters Scaled)
 RY0607
 RY0607                          SUPERSEDED SURVEY CONTROL
 RY0607
 RY0607  NGVD 29 (??/??/92)  531.255  (m)         1742.96   (f) ADJ UNCH    2 0
 RY0607
 RY0607.Superseded values are not recommended for survey control.
 RY0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0607.See file dsdata.txt to determine how the superseded data were derived.
 RY0607
 RY0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM079879(NAD 83)
 RY0607_MARKER: DD = SURVEY DISK
 RY0607_SETTING: 80 = SET IN A BOULDER
 RY0607_STAMPING: JD 46 1934
 RY0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0607+STABILITY: SURFACE MOTION
 RY0607
 RY0607  HISTORY     - Date     Condition        Report By
 RY0607  HISTORY     - 1934     MONUMENTED       USGS
 RY0607  HISTORY     - 1959     GOOD             NGS
 RY0607
 RY0607                          STATION DESCRIPTION
 RY0607
 RY0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0607'55.0 MI NE FROM AHSAHKA.
 RY0607'ABOUT 55.0 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0607'FROM THE RIVER BRIDGE AT AHSAHKA, 86 FEET NORTHEAST OF THE ENTRANCE TO
 RY0607'CANYON RANGER STATION, IN THE TOP OF A LARGE BOULDER NEAR THE HOUSE,
 RY0607'95 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTHWEST OF THE
 RY0607'CORNER OF A WOODEN FENCE, 9.9 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0983 ***********************************************************************
 RY0983  DESIGNATION -  JD 61
 RY0983  PID         -  RY0983
 RY0983  STATE/COUNTY-  ID/CLEARWATER
 RY0983  USGS QUAD   -  BUZZARD ROOST (1994)
 RY0983
 RY0983                         *CURRENT SURVEY CONTROL
 RY0983  ___________________________________________________________________
 RY0983* NAD 83(1992)-  46 55 15.53501(N)    115 38 17.22743(W)     ADJUSTED  
 RY0983* NAVD 88     -      1943.65   (+/-2cm)    6376.8    (feet)  VERTCON   
 RY0983  ___________________________________________________________________
 RY0983  LAPLACE CORR-           9.31  (seconds)                    DEFLEC99
 RY0983  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 RY0983
 RY0983  HORZ ORDER  -  SECOND
 RY0983  VERT ORDER  -  THIRD ? (See Below)
 RY0983
 RY0983.The horizontal coordinates were established by classical geodetic methods
 RY0983.and adjusted by the National Geodetic Survey in July 1992..
 RY0983
 RY0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0983.The vertical order pertains to the NGVD 29 superseded value.
 RY0983
 RY0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0983
 RY0983.The geoid height was determined by GEOID03.
 RY0983
 RY0983;                    North         East     Units Scale Factor Converg.
 RY0983;SPC ID W     -   583,816.190   808,521.210   MT  0.99993423   +0 04 54.2
 RY0983;UTM  11      - 5,197,283.363   603,689.715   MT  0.99973214   +0 59 41.4
 RY0983
 RY0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0983!SPC ID W     -   0.99969793  x   0.99993423  =   0.99963218
 RY0983!UTM  11      -   0.99969793  x   0.99973214  =   0.99943015
 RY0983
 RY0983                          SUPERSEDED SURVEY CONTROL
 RY0983
 RY0983  NAD 83(1986)-  46 55 15.53842(N)    115 38 17.22641(W) AD(       ) 2
 RY0983  NAD 27      -  46 55 15.87440(N)    115 38 13.67490(W) AD(       ) 2
 RY0983  NGVD 29 (07/19/86) 1942.40   (m)         6372.7    (f) LEVELING    3  
 RY0983
 RY0983.Superseded values are not recommended for survey control.
 RY0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0983.See file dsdata.txt to determine how the superseded data were derived.
 RY0983
 RY0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM0369097283(NAD 83)
 RY0983
 RY0983  HISTORY     - Date     Condition        Report By
 RY0983  HISTORY     - 1959     MONUMENTED       CGS
 RY0983
 RY0983                          STATION DESCRIPTION
 RY0983
 RY0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0983'SEE STATION GOAT RIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0385 ***********************************************************************
 RY0385  DESIGNATION -  JD 8
 RY0385  PID         -  RY0385
 RY0385  STATE/COUNTY-  ID/CLEARWATER
 RY0385  USGS QUAD   -  PIERCE (1994)
 RY0385
 RY0385                         *CURRENT SURVEY CONTROL
 RY0385  ___________________________________________________________________
 RY0385* NAD 83(1986)-  46 29 22.     (N)    115 47 57.     (W)     SCALED    
 RY0385* NAVD 88     -       941.936  (meters)    3090.34   (feet)  ADJUSTED  
 RY0385  ___________________________________________________________________
 RY0385  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 RY0385  DYNAMIC HT  -         941.814 (meters)    3089.93  (feet)  COMP
 RY0385  MODELED GRAV-     980,452.2   (mgal)                       NAVD 88
 RY0385
 RY0385  VERT ORDER  -  FIRST     CLASS II
 RY0385
 RY0385.The horizontal coordinates were scaled from a topographic map and have
 RY0385.an estimated accuracy of +/- 6 seconds.
 RY0385
 RY0385.The orthometric height was determined by differential leveling
 RY0385.and adjusted by the National Geodetic Survey in June 1991..
 RY0385.WARNING-Repeat measurements at this control monument indicate possible
 RY0385.vertical movement.
 RY0385
 RY0385.The geoid height was determined by GEOID03.
 RY0385
 RY0385.The dynamic height is computed by dividing the NAVD 88
 RY0385.geopotential number by the normal gravity value computed on the
 RY0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0385.degrees latitude (g = 980.6199 gals.).
 RY0385
 RY0385.The modeled gravity was interpolated from observed gravity values.
 RY0385
 RY0385;                    North         East    Units  Estimated Accuracy
 RY0385;SPC ID W     -   535,840.      796,230.      MT  (+/- 180 meters Scaled)
 RY0385
 RY0385                          SUPERSEDED SURVEY CONTROL
 RY0385
 RY0385  NGVD 29 (??/??/92)  940.843  (m)         3086.75   (f) ADJ UNCH    1 2
 RY0385
 RY0385.Superseded values are not recommended for survey control.
 RY0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0385.See file dsdata.txt to determine how the superseded data were derived.
 RY0385
 RY0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM921491(NAD 83)
 RY0385_MARKER: DD = SURVEY DISK
 RY0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0385_SP_SET: STEP
 RY0385_STAMPING: J D 8 1934
 RY0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0385
 RY0385  HISTORY     - Date     Condition        Report By
 RY0385  HISTORY     - 1934     MONUMENTED       USGS
 RY0385  HISTORY     - 1950     GOOD             NGS
 RY0385  HISTORY     - 1959     GOOD             NGS
 RY0385
 RY0385                          STATION DESCRIPTION
 RY0385
 RY0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0385'IN PIERCE.
 RY0385'AT THE PUBLIC LIBRARY AT PIERCE, 64 FEET WEST OF THE CENTER LINE OF
 RY0385'STATE HIGHWAY 11, 7 FEET EAST OF THE ENTRANCE TO THE LIBRARY, 0.6 FOOT
 RY0385'SOUTH OF THE NORTH END OF THE STEP, (STEP IS BROKEN LOOSE FROM THE
 RY0385'PORCH), 0.8 FOOT HIGHER THAN THE GROUND, AND SET IN THE TOP OF THE
 RY0385'STEP TO THE PORCH OF THE LIBRARY.
 RY0385
 RY0385                          STATION RECOVERY (1959)
 RY0385
 RY0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RY0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0634 ***********************************************************************
 RY0634  DESIGNATION -  JD 9
 RY0634  PID         -  RY0634
 RY0634  STATE/COUNTY-  ID/CLEARWATER
 RY0634  USGS QUAD   -  JAYPE (1994)
 RY0634
 RY0634                         *CURRENT SURVEY CONTROL
 RY0634  ___________________________________________________________________
 RY0634* NAD 83(1986)-  46 30 29.     (N)    115 48 55.     (W)     SCALED    
 RY0634* NAVD 88     -       941.709  (meters)    3089.59   (feet)  ADJUSTED  
 RY0634  ___________________________________________________________________
 RY0634  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 RY0634  DYNAMIC HT  -         941.587 (meters)    3089.19  (feet)  COMP
 RY0634  MODELED GRAV-     980,453.5   (mgal)                       NAVD 88
 RY0634
 RY0634  VERT ORDER  -  SECOND    CLASS 0
 RY0634
 RY0634.The horizontal coordinates were scaled from a topographic map and have
 RY0634.an estimated accuracy of +/- 6 seconds.
 RY0634
 RY0634.The orthometric height was determined by differential leveling
 RY0634.and adjusted by the National Geodetic Survey in June 1991..
 RY0634
 RY0634.The geoid height was determined by GEOID03.
 RY0634
 RY0634.The dynamic height is computed by dividing the NAVD 88
 RY0634.geopotential number by the normal gravity value computed on the
 RY0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0634.degrees latitude (g = 980.6199 gals.).
 RY0634
 RY0634.The modeled gravity was interpolated from observed gravity values.
 RY0634
 RY0634;                    North         East    Units  Estimated Accuracy
 RY0634;SPC ID W     -   537,910.      794,990.      MT  (+/- 180 meters Scaled)
 RY0634
 RY0634                          SUPERSEDED SURVEY CONTROL
 RY0634
 RY0634  NGVD 29 (??/??/92)  940.603  (m)         3085.96   (f) ADJ UNCH    2 0
 RY0634
 RY0634.Superseded values are not recommended for survey control.
 RY0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0634.See file dsdata.txt to determine how the superseded data were derived.
 RY0634
 RY0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM908511(NAD 83)
 RY0634_MARKER: DD = SURVEY DISK
 RY0634_SETTING: 80 = SET IN A BOULDER
 RY0634_STAMPING: JD 9 1934
 RY0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0634+STABILITY: SURFACE MOTION
 RY0634
 RY0634  HISTORY     - Date     Condition        Report By
 RY0634  HISTORY     - 1934     MONUMENTED       USGS
 RY0634  HISTORY     - 1959     GOOD             NGS
 RY0634
 RY0634                          STATION DESCRIPTION
 RY0634
 RY0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RY0634'2.0 MI NW FROM PIERCE.
 RY0634'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE PUBLIC
 RY0634'LIBRARY AT PIERCE, IN THE TOP OF A LARGE GRANITE BOULDER, 75 FEET WEST
 RY0634'AND ACROSS THE HIGHWAY FROM THE CENTER OF QUARTZ CREEK, 35 FEET WEST
 RY0634'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 7 FEET HIGHER THAN THE
 RY0634'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1757 ***********************************************************************
 RZ1757  DESIGNATION -  JEEP
 RZ1757  PID         -  RZ1757
 RZ1757  STATE/COUNTY-  ID/CLEARWATER
 RZ1757  USGS QUAD   -  DENT (1994)
 RZ1757
 RZ1757                         *CURRENT SURVEY CONTROL
 RZ1757  ___________________________________________________________________
 RZ1757* NAD 83(1992)-  46 30 21.17596(N)    116 13 14.35747(W)     ADJUSTED  
 RZ1757* NAVD 88     -       910.5    (meters)    2987.     (feet)  VERTCON   
 RZ1757  ___________________________________________________________________
 RZ1757  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 RZ1757  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 RZ1757
 RZ1757  HORZ ORDER  -  SECOND
 RZ1757
 RZ1757.The horizontal coordinates were established by classical geodetic methods
 RZ1757.and adjusted by the National Geodetic Survey in July 1992..
 RZ1757
 RZ1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1757
 RZ1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1757
 RZ1757.The geoid height was determined by GEOID03.
 RZ1757
 RZ1757;                    North         East     Units Scale Factor Converg.
 RZ1757;SPC ID W     -   537,776.154   763,877.638   MT  0.99994937   -0 20 29.2
 RZ1757;UTM  11      - 5,150,551.994   559,794.081   MT  0.99964395   +0 33 55.4
 RZ1757
 RZ1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1757!SPC ID W     -   0.99985998  x   0.99994937  =   0.99980935
 RZ1757!UTM  11      -   0.99985998  x   0.99964395  =   0.99950398
 RZ1757
 RZ1757|---------------------------------------------------------------------|
 RZ1757| PID    Reference Object                     Distance      Geod. Az  |
 RZ1757|                                                           dddmmss.s |
 RZ1757| CH6827 JEEP RM 1                            12.969 METERS 15932     |
 RZ1757| CH6826 JEEP AZ MK                                         2495723.0 |
 RZ1757| CH6828 JEEP RM 2                            16.185 METERS 30437     |
 RZ1757|---------------------------------------------------------------------|
 RZ1757
 RZ1757                          SUPERSEDED SURVEY CONTROL
 RZ1757
 RZ1757  NAD 83(1986)-  46 30 21.18163(N)    116 13 14.35370(W) AD(       ) 2
 RZ1757  NAD 27      -  46 30 21.52440(N)    116 13 10.85700(W) AD(       ) 2
 RZ1757  NGVD 29 (07/19/86)  909.5    (m)         2984.     (f) VERT ANG       
 RZ1757
 RZ1757.Superseded values are not recommended for survey control.
 RZ1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1757.See file dsdata.txt to determine how the superseded data were derived.
 RZ1757
 RZ1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM5979450552(NAD 83)
 RZ1757_MARKER: Z = SEE DESCRIPTION
 RZ1757_SETTING: 0 = UNSPECIFIED SETTING
 RZ1757
 RZ1757  HISTORY     - Date     Condition        Report By
 RZ1757  HISTORY     - 1959     MONUMENTED       CGS
 RZ1757
 RZ1757                          STATION DESCRIPTION
 RZ1757
 RZ1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1757'STATION IS LOCATED ON THE SOUTHWEST SLOPE OF A HIGH PROMINENT
 RZ1757'HILL (HIGHEST ONE IN THE IMMEDIATE VICINITY) WHICH IS PARTIALLY
 RZ1757'CULTIVATED, ABOUT 0.15 MILE SOUTH-SOUTHWEST OF THE HIGHEST
 RZ1757'POINT OF THE HILL AND IN A GRASSY, ROCKY AREA.  IT IS ABOUT
 RZ1757'2 MILES NORTH AND 1-1/2 MILES EAST OF OROFINO AND 4-3/4 MILES
 RZ1757'EAST OF AHSAHKA ON LAND OWNED BY MR. LEWIS MC ROBERTS.
 RZ1757'
 RZ1757'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 9 AT THE
 RZ1757'SOUTHWEST END OF THE BRIDGE OVER THE CLEARWATER RIVER AT OROFINO,
 RZ1757'BY GOING NORTHEAST ON HIGHWAY 7 FOR 0.15 MILE TO FORKS, TAKE
 RZ1757'LEFT FORK, HIGHWAY 7, FOR 0.1 MILE TO FORKS, TAKE RIGHT FORK,
 RZ1757'AND FOLLOW GRAVEL ROAD UPHILL FOR 1.2 MILES TO FORKS AT SIGN
 RZ1757'GRANGE, TAKE RIGHT FORK, EAST AND NORTH FOR 2.65 MILES TO
 RZ1757'FORKS AT TOP OF GRADE, TAKE LEFT FORK AND FOLLOW FARM DRIVEWAY
 RZ1757'WEST FOR 0.25 MILE TO FARMHOUSE ON THE RIGHT AND WIRE GATE,
 RZ1757'PASS THROUGH GATE AND GO ABOUT 75 YARDS TO A WIRE GATE, PASS
 RZ1757'THROUGH GATE AND FOLLOW WINDING DIRT ROAD FOR 0.4 MILE TO
 RZ1757'WHERE ROAD TURNS RIGHT (EAST) (TO REACH THE AZIMUTH MARK FROM
 RZ1757'HERE LEAVE ROAD AND PICK WAY WEST TO A WIRE GATE IN A
 RZ1757'NORTH-SOUTH FENCE, PASS THROUGH GATE AND TURN SHARP LEFT
 RZ1757'AND FOLLOW FENCE LINE FOR 0.15 MILE THEN BEAR WESTERLY FOR
 RZ1757'0.1 MILE TO SMALL CLEARING AND MARK AS DESCRIBED), TURN
 RZ1757'RIGHT, EAST FOR 0.15 MILE TO THE EDGE OF A CULTIVATED
 RZ1757'FIELD, TURN RIGHT AND PICK WAY SOUTH ALONG THE WEST EDGE
 RZ1757'OF THE FIELD FOR 0.1 MILE TO THE STATION.
 RZ1757'
 RZ1757'STATION MARK IS A CORPS OF ENGINEERS SURVEY MARK DISK, STAMPED
 RZ1757'JEEP 1958, SET IN THE TOP OF A 6-INCH, ROUND, CONCRETE POST
 RZ1757'PROJECTING 3 INCHES.  IT IS 366 FEET WEST OF A TRIANGLE BLAZE
 RZ1757'ON THE WEST SIDE OF A TELEVISION CABLE POLE, 162 FEET WEST
 RZ1757'OF THE WEST EDGE OF THE CULTIVATED FIELD, 138 FEET NORTH OF A
 RZ1757'TRIANGLE BLAZE ON THE NORTH SIDE OF AN 18-INCH SPRUCE TREE AND
 RZ1757'69 FEET SOUTHEAST OF A TRIANGLE BLAZE ON THE SOUTHEAST SIDE
 RZ1757'OF A 30-INCH SPRUCE TREE.  A WHITE WITNESS POST WAS SET 2
 RZ1757'FEET SOUTHWEST OF THE MARK.
 RZ1757'
 RZ1757'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JEEP USE NO 1
 RZ1757'1959, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 RZ1757'PROJECTING 7 INCHES.  IT IS 361 FEET WEST-SOUTHWEST OF THE
 RZ1757'TELEVISION POLE, 141 FEET WEST OF THE WEST EDGE OF THE FIELD,
 RZ1757'110 FEET SOUTH-SOUTHEAST OF THE TRIANGLE BLAZE ON THE 30-INCH
 RZ1757'SPRUCE TREE AND 97 FEET NORTH OF THE TRIANGLE BLAZE ON THE
 RZ1757'18-INCH SPRUCE TREE.
 RZ1757'
 RZ1757'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JEEP USE NO 2
 RZ1757'1959, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 RZ1757'PROJECTING 6 INCHES.  IT IS 404 FEET WEST-NORTHWEST OF THE
 RZ1757'TRIANGLE BLAZE ON THE TELEVISION CABLE POLE, 175 FEET
 RZ1757'NORTH-NORTHWEST OF THE TRIANGLE BLAZE ON THE 18-INCH SPRUCE
 RZ1757'TREE, 170 FEET WEST OF THE WEST EDGE OF THE FIELD AND 20
 RZ1757'FEET SOUTH OF THE TRIANGLE BLAZE ON THE 30-INCH SPRUCE TREE.
 RZ1757'
 RZ1757'AZIMUTH MARK IS A STANDARD DISK, STAMPED JEEP USE 1959, SET
 RZ1757'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 RZ1757'6 INCHES.  IT IS 87 FEET NORTH-NORTHWEST OF A TRIANGLE BLAZE
 RZ1757'ON THE NORTH SIDE OF A 30-INCH SPRUCE TREE AND 24 FEET
 RZ1757'SOUTH-SOUTHEAST OF A 4-INCH SPRUCE TREE.  A WHITE WITNESS POST
 RZ1757'WAS SET 1 FOOT NORTH OF THE MARK.
 RZ1757'
 RZ1757'HEIGHT OF LIGHT ABOVE STATION MARK 4.27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0793 ***********************************************************************
 OY0793  DESIGNATION -  JEFF
 OY0793  PID         -  OY0793
 OY0793  STATE/COUNTY-  ID/BONNEVILLE
 OY0793  USGS QUAD   -  LEWISVILLE (1979)
 OY0793
 OY0793                         *CURRENT SURVEY CONTROL
 OY0793  ___________________________________________________________________
 OY0793* NAD 83(1992)-  43 37 33.86137(N)    112 04 59.19373(W)     ADJUSTED  
 OY0793* NAVD 88     -      1472.6    (meters)    4831.     (feet)  VERTCON   
 OY0793  ___________________________________________________________________
 OY0793  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 OY0793  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 OY0793
 OY0793  HORZ ORDER  -  THIRD
 OY0793  VERT ORDER  -  THIRD ? (See Below)
 OY0793
 OY0793.The horizontal coordinates were established by classical geodetic methods
 OY0793.and adjusted by the National Geodetic Survey in July 1992..
 OY0793
 OY0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0793.The vertical order pertains to the NGVD 29 superseded value.
 OY0793
 OY0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0793
 OY0793.The geoid height was determined by GEOID03.
 OY0793
 OY0793;                    North         East     Units Scale Factor Converg.
 OY0793;SPC ID E     -   217,654.230   206,743.404   MT  0.99994793   +0 03 27.5
 OY0793;UTM  12      - 4,830,912.789   412,618.899   MT  0.99969392   -0 44 50.4
 OY0793
 OY0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0793!SPC ID E     -   0.99977094  x   0.99994793  =   0.99971889
 OY0793!UTM  12      -   0.99977094  x   0.99969392  =   0.99946493
 OY0793
 OY0793:                Primary Azimuth Mark                     Grid Az
 OY0793:SPC ID E     -  ROBERTS                                  246 01 40.0
 OY0793:UTM  12      -  ROBERTS                                  246 49 57.9
 OY0793
 OY0793|---------------------------------------------------------------------|
 OY0793| PID    Reference Object                     Distance      Geod. Az  |
 OY0793|                                                           dddmmss.s |
 OY0793| OY0798 ROBERTS                             APPROX. 5.5 KM 2460507.5 |
 OY0793|---------------------------------------------------------------------|
 OY0793
 OY0793                          SUPERSEDED SURVEY CONTROL
 OY0793
 OY0793  NAD 83(1986)-  43 37 33.85398(N)    112 04 59.18066(W) AD(       ) 3
 OY0793  NAD 27      -  43 37 34.17204(N)    112 04 56.27838(W) AD(       ) 3
 OY0793  NGVD 29 (07/19/86) 1471.5    (m)         4828.     (f) LEVELING    3  
 OY0793
 OY0793.Superseded values are not recommended for survey control.
 OY0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0793.See file dsdata.txt to determine how the superseded data were derived.
 OY0793
 OY0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP1261930913(NAD 83)
 OY0793_MARKER: DD = SURVEY DISK
 OY0793_SETTING: 0 = UNSPECIFIED SETTING
 OY0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0793
 OY0793  HISTORY     - Date     Condition        Report By
 OY0793  HISTORY     - 1947     MONUMENTED       USGS
 OY0793
 OY0793                          STATION DESCRIPTION
 OY0793
 OY0793'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OY0793'LOCATED ABOUT 8.6 MI. NNW. OF IDAHO FALLS AND 7.1 MI. SSE. OF ROBERTS,
 OY0793'(AIRLINE DISTANCES) 30.4 FT. W. OF CENTERLINE OF U.S. HIGHWAY NO. 91,
 OY0793'77.0 FT. N. OF POWER POLE NO. 176, 4.0 FT. NW. OF HIGHWAY SIGN
 OY0793'--ENTERING BONNEVILLE COUNTY--.
 OY0793'
 OY0793'TO REACH FROM JUNCTION OF U.S. HIGHWAY NOS. 91 AND 191 IN IDAHO FALLS,
 OY0793'DRIVE W. FOR 2.25 MI. ON U.S. HIGHWAY NO. 91 TO CURVE IN HIGHWAY, TURN
 OY0793'RIGHT (N.), DRIVE 9.15 MI. ON U.S. HIGHWAY NO. 91 TO
 OY0793'BONNEVILLE-JEFFERSON COUNTY LINE AND STATION.
 OY0793'
 OY0793'STATION MARK--STANDARD TABLET STAMPED---JEFF 1947---, SET IN CONCRETE
 OY0793'POST PROJECTING ABOUT 3 IN. ABOVE GROUND.
 OY0793'
 OY0793'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OY0793'---NO 1---, SET IN CONCRETE POST, 81.16 FT. FROM STATION MARK,
 OY0793'N 54 DEG 12 MIN E.
 OY0793'
 OY0793'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OY0793'---NO 2---, SET IN CONCRETE POST, 42.91 FT. FROM STATION MARK,
 OY0793'S 01 DEG 28 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0675 ***********************************************************************
 PZ0675  DESIGNATION -  JEFF
 PZ0675  PID         -  PZ0675
 PZ0675  STATE/COUNTY-  ID/CLARK
 PZ0675  USGS QUAD   -  CEDAR BUTTE SE (1964)
 PZ0675
 PZ0675                         *CURRENT SURVEY CONTROL
 PZ0675  ___________________________________________________________________
 PZ0675* NAD 83(1992)-  44 05 09.90650(N)    112 22 10.96632(W)     ADJUSTED  
 PZ0675* NAVD 88     -      1641.8    (meters)    5386.     (feet)  VERTCON   
 PZ0675  ___________________________________________________________________
 PZ0675  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 PZ0675  GEOID HEIGHT-         -11.17  (meters)                     GEOID03
 PZ0675
 PZ0675  HORZ ORDER  -  THIRD
 PZ0675
 PZ0675.The horizontal coordinates were established by classical geodetic methods
 PZ0675.and adjusted by the National Geodetic Survey in July 1992..
 PZ0675
 PZ0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0675
 PZ0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0675
 PZ0675.The geoid height was determined by GEOID03.
 PZ0675
 PZ0675;                    North         East     Units Scale Factor Converg.
 PZ0675;SPC ID E     -   268,779.925   183,738.857   MT  0.99995062   -0 08 28.6
 PZ0675;UTM  12      - 4,882,346.213   390,343.042   MT  0.99974789   -0 57 11.0
 PZ0675
 PZ0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0675!SPC ID E     -   0.99974437  x   0.99995062  =   0.99969501
 PZ0675!UTM  12      -   0.99974437  x   0.99974789  =   0.99949233
 PZ0675
 PZ0675:                Primary Azimuth Mark                     Grid Az
 PZ0675:SPC ID E     -  WART                                     163 09 10.3
 PZ0675:UTM  12      -  WART                                     163 57 52.7
 PZ0675
 PZ0675|---------------------------------------------------------------------|
 PZ0675| PID    Reference Object                     Distance      Geod. Az  |
 PZ0675|                                                           dddmmss.s |
 PZ0675| OY0808 WART                                APPROX.10.9 KM 1630041.7 |
 PZ0675|---------------------------------------------------------------------|
 PZ0675
 PZ0675                          SUPERSEDED SURVEY CONTROL
 PZ0675
 PZ0675  NAD 83(1986)-  44 05 09.90317(N)    112 22 10.95405(W) AD(       ) 3
 PZ0675  NAD 27      -  44 05 10.22769(N)    112 22 08.00023(W) AD(       ) 3
 PZ0675  NGVD 29 (07/19/86) 1640.7    (m)         5383.     (f) VERT ANG       
 PZ0675
 PZ0675.Superseded values are not recommended for survey control.
 PZ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0675.See file dsdata.txt to determine how the superseded data were derived.
 PZ0675
 PZ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP9034382346(NAD 83)
 PZ0675_MARKER: DD = SURVEY DISK
 PZ0675_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0675_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PZ0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0675+STABILITY: POSITION/ELEVATION WELL
 PZ0675
 PZ0675  HISTORY     - Date     Condition        Report By
 PZ0675  HISTORY     - 1963     MONUMENTED       USGS
 PZ0675
 PZ0675                          STATION DESCRIPTION
 PZ0675
 PZ0675'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 PZ0675'LOCATED ABOUT 9.5 MI. (AIRLINE) SW. OF DUBOIS, ABOUT 9.5 MI. SE.
 PZ0675'OF LIDY HOT SPRINGS, AND ABOUT 9.2 MI. SSE. OF SMALL.  STATION IS ON
 PZ0675'A PROMINENT TOP RISING OUT OF THE VALLEY FLOOR.
 PZ0675'
 PZ0675'TO REACH FROM THE STORE IN MONTEVIEW, DRIVE N. ON THE PAVED RD. FOR
 PZ0675'5.2 MI. TO A T-RD. E., TURN RIGHT AND FOLLOW MAIN TRAVELED RD. E.
 PZ0675'FOR 5 MI. TO A CROSSROAD JUST AFTER CROSSING A CANAL, CONTINUE E.
 PZ0675'FOR 2.7 MI. TO A T-RD. N. 0.1 MI. E. OF A CATTLE GUARD, TURN LEFT
 PZ0675'AND FOLLOW MAIN TRAVELED RD. IN A NORTHEASTERLY DIRECTION 3 MI. TO
 PZ0675'A Y-RD., TURN LEFT AND FOLLOW RD. W. FOR 0.8 MI. TO A DIM T-RD. N.,
 PZ0675'TURN RIGHT AND FOLLOW DIM T-RD. N. FOR 2 MI., THENCE TRAVEL NW.
 PZ0675'ACROSS COUNTRY TO THE HIGHEST TOP AND STATION.
 PZ0675'
 PZ0675'STATIONMARK--STANDARD TABLET STAMPED---JEFF 1963--- CEMENTED IN A
 PZ0675'DRILL HOLE IN BEDROCK.
 PZ0675'
 PZ0675'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---NO 1 1963---
 PZ0675'CEMENTED IN DRILL HOLE IN BEDROCK 10.09 FT. FROM STATION MARK,
 PZ0675'S 72 DEG 14 MIN W.
 PZ0675'
 PZ0675'REFERENCE MARK NO. 2--STANDARD TABLET CEMENTED IN DRILL HOLE IN
 PZ0675'BEDROCK 8.38 FT. FROM STATION MARK, N 15 DEG 32 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1325 ***********************************************************************
 QB1325  DESIGNATION -  JEFFEREY
 QB1325  PID         -  QB1325
 QB1325  STATE/COUNTY-  ID/WASHINGTON
 QB1325  USGS QUAD   -  MANN CREEK SE (1987)
 QB1325
 QB1325                         *CURRENT SURVEY CONTROL
 QB1325  ___________________________________________________________________
 QB1325* NAD 83(1992)-  44 15 15.89007(N)    116 50 19.81302(W)     ADJUSTED  
 QB1325* NAVD 88     -       924.2    (meters)    3032.     (feet)  VERTCON   
 QB1325  ___________________________________________________________________
 QB1325  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 QB1325  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 QB1325
 QB1325  HORZ ORDER  -  THIRD
 QB1325
 QB1325.The horizontal coordinates were established by classical geodetic methods
 QB1325.and adjusted by the National Geodetic Survey in July 1992..
 QB1325
 QB1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1325
 QB1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1325
 QB1325.The geoid height was determined by GEOID03.
 QB1325
 QB1325;                    North         East     Units Scale Factor Converg.
 QB1325;SPC ID W     -   288,035.406   713,048.227   MT  1.00002628   -0 45 35.6
 QB1325;UTM  11      - 4,900,143.292   512,865.763   MT  0.99960204   +0 06 44.9
 QB1325
 QB1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1325!SPC ID W     -   0.99985778  x   1.00002628  =   0.99988406
 QB1325!UTM  11      -   0.99985778  x   0.99960204  =   0.99945988
 QB1325
 QB1325|---------------------------------------------------------------------|
 QB1325| PID    Reference Object                     Distance      Geod. Az  |
 QB1325|                                                           dddmmss.s |
 QB1325| CD5811 JEFFEREY RM 1                        12.350 METERS 03534     |
 QB1325| CD5812 JEFFEREY RM 2                        12.735 METERS 13037     |
 QB1325| QB1299 JEFFEREY AZ MK                      APPROX. 3.0 KM 2430550.3 |
 QB1325|---------------------------------------------------------------------|
 QB1325
 QB1325                          SUPERSEDED SURVEY CONTROL
 QB1325
 QB1325  NAD 83(1991)-  44 15 15.89024(N)    116 50 19.81331(W) AD(       ) 3
 QB1325  NAD 83(1986)-  44 15 15.89015(N)    116 50 19.81369(W) AD(       ) 3
 QB1325  NAD 27      -  44 15 16.29400(N)    116 50 16.22800(W) AD(       ) 3
 QB1325  NGVD 29 (07/19/86)  923.2    (m)         3029.     (f) VERT ANG       
 QB1325
 QB1325.Superseded values are not recommended for survey control.
 QB1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1325.See file dsdata.txt to determine how the superseded data were derived.
 QB1325
 QB1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1286600143(NAD 83)
 QB1325_MARKER: DS = TRIANGULATION STATION DISK
 QB1325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QB1325_SP_SET: METAL PIPE IMBEDDED IN GROUND
 QB1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB1325
 QB1325  HISTORY     - Date     Condition        Report By
 QB1325  HISTORY     - 1945     MONUMENTED       CGS
 QB1325  HISTORY     - 1954     GOOD             USGS
 QB1325
 QB1325                          STATION DESCRIPTION
 QB1325
 QB1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1325'THE STATION IS LOCATED ON THE S END OF THE RANGE OF HILLS THAT
 QB1325'LIES BETWEEN MANNS CREEK AND THE WEISER RIVER.  IT IS ABOUT
 QB1325'7 MILES NE OF WEISER, 1.8 MILES NE OF THE JEFFERY SCHOOLHOUSE,
 QB1325'DISTRICT NO. 2, AND ABOUT 1-1/2 MILES E OF MANNS CREEK.
 QB1325'
 QB1325'THE STATION IS A BRONZE STATION DISK SET IN THE TOP OF A
 QB1325'CAST-IRON SOIL PIPE PLACED BELL DOWN AND PROJECTING ABOUT
 QB1325'6 INCHES.  IT IS STAMPED JEFFEREY STA. 1945.  IT IS ON THE
 QB1325'HIGHEST HILL IN THE VICINITY, 65 FEET W OF THE E SHOULDER OF
 QB1325'THE HILL, 34 FEET N OF A LARGE ANT HILL, AND 13 FEET E OF
 QB1325'THE LARGEST BUSH ON THE HILL.
 QB1325'
 QB1325'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 QB1325'OF A CAST-IRON SOIL PIPE PLACED BELL DOWN AND PROJECTING ABOUT
 QB1325'5 INCHES.  IT IS STAMPED JEFFEREY NO 2 1945.  IT IS 16 FEET
 QB1325'W OF THE E SHOULDER OF THE HILL, 4 FEET N OF AN ANT HILL,
 QB1325'AND ABOUT THE SAME ELEVATION AS THE STATION.
 QB1325'
 QB1325'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 QB1325'OF A CAST-IRON SOIL PIPE PLACED BELL DOWN AND PROJECTING
 QB1325'ABOUT 6 INCHES.  IT IS STAMPED JEFFEREY NO 1 1945.  IT IS 31
 QB1325'FEET S OF THE N SHOULDER OF THE HILL, 9 FEET E OF A BARE
 QB1325'AREA, AND ABOUT THE SAME ELEVATION AS THE STATION.
 QB1325'
 QB1325'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF
 QB1325'A 12-INCH SQUARE CONCRETE POST PROJECTING ABOUT 5 INCHES AND
 QB1325'IS STAMPED JEFFEREY 1945.  IT IS 84 METERS W OF THE CENTER OF
 QB1325'A BRIDGE OVER A CANAL, 85 FEET W OF THE CENTER OF THE GRAVEL
 QB1325'ROAD.  34 FEET S OF A GATE, 21 FEET NW OF A POWER-LINE POLE,
 QB1325'4 FEET E OF A FENCE LINE, AND 3 FEET NE OF A WHITE REFERENCE
 QB1325'POST.
 QB1325'
 QB1325'TO REACH THE AZIMUTH MARK FROM THE JEFF SCHOOLHOUSE, DISTRICT
 QB1325'NO. 2, GO W AS TOWARD WEISER FOR 0.2 MILE TO THE BRIDGE OVER
 QB1325'THE CANAL AND THE MARK W IN THE FENCE LINE, AND 84 METERS W OF
 QB1325'THE CENTER OF THE BRIDGE.
 QB1325'
 QB1325'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 95 AND
 QB1325'U.S. HIGHWAY 30N, GO N ON HIGHWAY 95 AS TOWARD LEWISTON FOR
 QB1325'0.3 MILE TO EAST PARK STREET.  TURN E ON EAST PARK STREET
 QB1325'AND GO 5.3 MILES TO THE JEFF SCHOOLHOUSE, DISTRICT NO. 2,
 QB1325'CONTINUE 0.3 MILE E TO ROAD LEADING TO THE LEFT, N.  TURN LEFT,
 QB1325'N ACROSS THE BRIDGE AND GO 0.6 MILE TO A DRAW ON THE RIGHT,
 QB1325'E.  PACK UP THE DRAW NE FOR ABOUT 1/2 MILE TO THE HIGHEST
 QB1325'ROUND-TOPPED HILL AND THE STATION AS DESCRIBED ABOVE.
 QB1325
 QB1325                          STATION RECOVERY (1954)
 QB1325
 QB1325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QB1325'NOTE BY USGS, 1950--RECOVERED AS DESCRIBED.
 QB1325'
 QB1325'NOTE BY USGS, 1954--STATION WAS FOUND AS DESCRIBED.  ALL MARKS WERE
 QB1325'IN GOOD CONDITION.
 QB1325'
 QB1325'STATION MARK--A BRONZE STATION DISK SET IN THE TOP OF A CAST IRON SOIL
 QB1325'PIPE PLACED BELL DOWN AND PROJECTING ABOUT 6 IN.  IT IS STAMPED---
 QB1325'JEFFEREY STA. 1945---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1299 ***********************************************************************
 QB1299  DESIGNATION -  JEFFEREY AZ MK
 QB1299  PID         -  QB1299
 QB1299  STATE/COUNTY-  ID/WASHINGTON
 QB1299  USGS QUAD   -  WEISER COVE (1952)
 QB1299
 QB1299                         *CURRENT SURVEY CONTROL
 QB1299  ___________________________________________________________________
 QB1299* NAD 83(1992)-  44 14 31.52678(N)    116 52 21.39074(W)     ADJUSTED  
 QB1299* NAVD 88     -       665.4    (meters)    2183.     (feet)  VERTCON   
 QB1299  ___________________________________________________________________
 QB1299  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 QB1299  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 QB1299
 QB1299  HORZ ORDER  -  THIRD
 QB1299
 QB1299.The horizontal coordinates were established by classical geodetic methods
 QB1299.and adjusted by the National Geodetic Survey in July 1992..
 QB1299
 QB1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1299
 QB1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1299
 QB1299.The geoid height was determined by GEOID03.
 QB1299
 QB1299;                    North         East     Units Scale Factor Converg.
 QB1299;SPC ID W     -   286,702.504   710,332.582   MT  1.00003218   -0 46 59.8
 QB1299;SPC OR S     -   292,378.971 1,789,683.504   MT  1.00007056   +2 28 54.0
 QB1299;SPC OR S     -   959,248.59  5,871,665.04   iFT  1.00007056   +2 28 54.0
 QB1299;UTM  11      - 4,898,769.791   510,171.876   MT  0.99960127   +0 05 20.0
 QB1299
 QB1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1299!SPC ID W     -   0.99989836  x   1.00003218  =   0.99993054
 QB1299!SPC OR S     -   0.99989836  x   1.00007056  =   0.99996892
 QB1299!UTM  11      -   0.99989836  x   0.99960127  =   0.99949967
 QB1299
 QB1299                          SUPERSEDED SURVEY CONTROL
 QB1299
 QB1299  NAD 83(1991)-  44 14 31.52710(N)    116 52 21.39082(W) AD(       ) 3
 QB1299  NAD 83(1986)-  44 14 31.52699(N)    116 52 21.39121(W) AD(       ) 3
 QB1299  NAD 27      -  44 14 31.93100(N)    116 52 17.80500(W) AD(       ) 3
 QB1299  NGVD 29 (07/19/86)  664.4    (m)         2180.     (f) VERT ANG       
 QB1299
 QB1299.Superseded values are not recommended for survey control.
 QB1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1299.See file dsdata.txt to determine how the superseded data were derived.
 QB1299
 QB1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ1017298770(NAD 83)
 QB1299
 QB1299  HISTORY     - Date     Condition        Report By
 QB1299  HISTORY     - 1945     MONUMENTED       CGS
 QB1299
 QB1299                          STATION DESCRIPTION
 QB1299
 QB1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 QB1299'THE MARK IS ABOUT 5 MILES NE OF WEISER, 1/4 MILE W OF JEFFEREY
 QB1299'SCHOOLHOUSE, 84 METERS W OF THE CENTER OF A BRIDGE OVER A
 QB1299'CANAL, 34 FEET S OF A GATE, 21 FEET NW OF A POWER-LINE POLE,
 QB1299'4 FEET E OF A FENCE LINE, AND 3 FEET NE OF A WHITE REFERENCE
 QB1299'POST.  IT IS A BRONZE AZIMUTH DISK, STAMPED JEFFEREY 1945
 QB1299'AND IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 QB1299'PROJECTING ABOUT 5 INCHES.
 QB1299'
 QB1299'INTERSECTED FROM STATIONS JEFFEREY, CHERRY, AND BRENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1359 ***********************************************************************
 QB1359  DESIGNATION -  JENKINS
 QB1359  PID         -  QB1359
 QB1359  STATE/COUNTY-  ID/WASHINGTON
 QB1359  USGS QUAD   -  OLDS FERRY SE (1952)
 QB1359
 QB1359                         *CURRENT SURVEY CONTROL
 QB1359  ___________________________________________________________________
 QB1359* NAD 83(1992)-  44 20 38.95642(N)    117 00 54.73301(W)     ADJUSTED  
 QB1359* NAVD 88     -      1129.7    (meters)    3706.     (feet)  VERTCON   
 QB1359  ___________________________________________________________________
 QB1359  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 QB1359  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 QB1359
 QB1359  HORZ ORDER  -  THIRD
 QB1359
 QB1359.The horizontal coordinates were established by classical geodetic methods
 QB1359.and adjusted by the National Geodetic Survey in July 1992..
 QB1359
 QB1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1359
 QB1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1359
 QB1359.The geoid height was determined by GEOID03.
 QB1359
 QB1359;                    North         East     Units Scale Factor Converg.
 QB1359;SPC ID W     -   298,208.552   699,117.774   MT  1.00005845   -0 53 03.9
 QB1359;UTM  11      - 4,910,098.598   498,788.132   MT  0.99960002   -0 00 38.3
 QB1359
 QB1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1359!SPC ID W     -   0.99982554  x   1.00005845  =   0.99988398
 QB1359!UTM  11      -   0.99982554  x   0.99960002  =   0.99942563
 QB1359
 QB1359:                Primary Azimuth Mark                     Grid Az
 QB1359:SPC ID W     -  PRINGLE                                  196 26 49.6
 QB1359:UTM  11      -  PRINGLE                                  195 34 24.0
 QB1359
 QB1359|---------------------------------------------------------------------|
 QB1359| PID    Reference Object                     Distance      Geod. Az  |
 QB1359|                                                           dddmmss.s |
 QB1359| QB1220 PRINGLE                             APPROX. 5.5 KM 1953345.7 |
 QB1359|---------------------------------------------------------------------|
 QB1359
 QB1359                          SUPERSEDED SURVEY CONTROL
 QB1359
 QB1359  NAD 83(1991)-  44 20 38.95648(N)    117 00 54.73284(W) AD(       ) 3
 QB1359  NAD 83(1986)-  44 20 38.95569(N)    117 00 54.73450(W) AD(       ) 3
 QB1359  NGVD 29 (11/15/90) 1128.7    (m)         3703.     (f) VERT ANG       
 QB1359
 QB1359.Superseded values are not recommended for survey control.
 QB1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1359.See file dsdata.txt to determine how the superseded data were derived.
 QB1359
 QB1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK9878810099(NAD 83)
 QB1359_MARKER: DS = TRIANGULATION STATION DISK
 QB1359_SETTING: 66 = SET IN ROCK OUTCROP
 QB1359_SP_SET: SET IN ROCK OUTCROP
 QB1359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1359+STABILITY: POSITION/ELEVATION WELL
 QB1359
 QB1359  HISTORY     - Date     Condition        Report By
 QB1359  HISTORY     - 1950     MONUMENTED       USGS
 QB1359
 QB1359                          STATION DESCRIPTION
 QB1359
 QB1359'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QB1359'LOCATED ABOUT 7.0 MI. NNW. OF WEISER AND 1.5 MI. W. OF JENKINS CREEK,
 QB1359'ON A ROCKY TOP.
 QB1359'
 QB1359'TO REACH FROM WEISER POST OFFICE, DRIVE N. ON FIRST STREET W. OF P.O.,
 QB1359'0.4 MI. TO PIONEER ROAD, TURN LEFT (W.) ON PIONEER ROAD 1.2 MI. TO
 QB1359'T-JUNCTION WITH A RD. LEADING N., TURN RIGHT (N.) 2.8 MI. TO JENKINS
 QB1359'CREEK RANCH ON RIGHT, CONTINUE STRAIGHT AHEAD 1.8 MI. TO WIRE GATE ON
 QB1359'LEFT, GO THROUGH GATE 0.7 MI. TO CORRAL AND DIM RD. FORKS, TAKE RIGHT
 QB1359'FORK 0.2 MI. TO ANOTHER RD. FORKS, KEEP LEFT FORK 0.6 MI. TO RD.
 QB1359'FORKS, TAKE LEFT FORK 0.5 MI. TO RD. FORKS, TAKE LEFT FORK 0.4 MI. TO
 QB1359'A GATE, TURN LEFT (W.) ACROSS COUNTRY 0.1 MI.  PACK STRAIGHT AHEAD TO
 QB1359'A ROCKY TOP.  A 5 MINUTE PACK.
 QB1359'
 QB1359'STATION MARK--STANDARD TABLET STAMPED---JENKINS 1950---, CEMENTED IN
 QB1359'ROCK OUTCROP.
 QB1359'
 QB1359'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---
 QB1359'JENKINS NO 1 1950---, CEMENTED IN ROCK OUTCROP, 16.64 FT. FROM
 QB1359'STATION MARK IN AZIMUTH 261 DEGREES 20 MINUTES.
 QB1359'
 QB1359'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---
 QB1359'JENKINS NO 2 1950---, CEMENTED IN ROCK OUTCROP, 19.55 FT. FROM
 QB1359'STATION MARK IN AZIMUTH 345 DEGREES 16 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0865 ***********************************************************************
 OY0865  DESIGNATION -  JENSEN
 OY0865  PID         -  OY0865
 OY0865  STATE/COUNTY-  ID/BINGHAM
 OY0865  USGS QUAD   -  ROSE (1979)
 OY0865
 OY0865                         *CURRENT SURVEY CONTROL
 OY0865  ___________________________________________________________________
 OY0865* NAD 83(1992)-  43 15 03.24876(N)    112 22 32.38769(W)     ADJUSTED  
 OY0865* NAVD 88     -      1373.2    (meters)    4505.     (feet)  VERTCON   
 OY0865  ___________________________________________________________________
 OY0865  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 OY0865  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 OY0865
 OY0865  HORZ ORDER  -  FIRST
 OY0865
 OY0865.The horizontal coordinates were established by classical geodetic methods
 OY0865.and adjusted by the National Geodetic Survey in July 1992..
 OY0865
 OY0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0865
 OY0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0865
 OY0865.The geoid height was determined by GEOID03.
 OY0865
 OY0865;                    North         East     Units Scale Factor Converg.
 OY0865;SPC ID E     -   175,992.352   183,028.613   MT  0.99995091   -0 08 35.5
 OY0865;UTM  12      - 4,789,596.366   388,328.598   MT  0.99975340   -0 56 33.7
 OY0865
 OY0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0865!SPC ID E     -   0.99978667  x   0.99995091  =   0.99973759
 OY0865!UTM  12      -   0.99978667  x   0.99975340  =   0.99954012
 OY0865
 OY0865:                Primary Azimuth Mark                     Grid Az
 OY0865:SPC ID E     -  BLACKFOOT IDAHO SUGAR CO STACK           146 40 59.5
 OY0865:UTM  12      -  BLACKFOOT IDAHO SUGAR CO STACK           147 28 57.7
 OY0865
 OY0865|---------------------------------------------------------------------|
 OY0865| PID    Reference Object                     Distance      Geod. Az  |
 OY0865|                                                           dddmmss.s |
 OY0865| OY0842 BLACKFOOT IDAHO SUGAR CO STACK      APPROX. 6.5 KM 1463224.0 |
 OY0865| OY0843 BLACKFOOT MTN STS TT CO MAST        APPROX. 7.1 KM 1590934.7 |
 OY0865| CN4644 JENSEN RM 1                           7.367 METERS 17426     |
 OY0865| CN4643 JENSEN AZ MK RESET                                 17932     |
 OY0865| CN4642 JENSEN AZ MK                                       1793238.7 |
 OY0865| CN4645 JENSEN RM 2                          13.189 METERS 29536     |
 OY0865| CN4646 JENSEN RM 3                          14.021 METERS 30801     |
 OY0865|---------------------------------------------------------------------|
 OY0865
 OY0865                          SUPERSEDED SURVEY CONTROL
 OY0865
 OY0865  NAD 83(1986)-  43 15 03.24215(N)    112 22 32.37303(W) AD(       ) 1
 OY0865  NAD 27      -  43 15 03.54900(N)    112 22 29.44700(W) AD(       ) 1
 OY0865  NGVD 29 (07/19/86) 1372.1    (m)         4502.     (f) VERT ANG       
 OY0865
 OY0865.Superseded values are not recommended for survey control.
 OY0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0865.See file dsdata.txt to determine how the superseded data were derived.
 OY0865
 OY0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN8832989596(NAD 83)
 OY0865_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0865
 OY0865  HISTORY     - Date     Condition        Report By
 OY0865  HISTORY     - 1936     MONUMENTED       CGS
 OY0865  HISTORY     - 1946     SEE DESCRIPTION  CGS
 OY0865  HISTORY     - 1955     SEE DESCRIPTION  USGS
 OY0865  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OY0865  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OY0865  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OY0865  HISTORY     - 19981119 MARK NOT FOUND   IDTD
 OY0865
 OY0865                          STATION DESCRIPTION
 OY0865
 OY0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 OY0865'STATION IS LOCATED IN THE SNAKE RIVER VALLEY 4-1/2 MILES
 OY0865'NORTH NORTHWEST OF THE TOWN OF BLACKFOOT AND 4-1/2 MILES WEST
 OY0865'OF THE SNAKE RIVER, AIRLINE DISTANCES.  IN THE NE 1/4 OF SEC.
 OY0865'17, T2S, R35E.  IT IS 9.0 M. WEST OF COUNTY ROAD, 1.3 M. WEST
 OY0865'OF FENCE LINE, 9.4 M. SOUTH OF EAST AND WEST LANE AND 6.2 M.
 OY0865'SOUTH OF FENCE LINE.
 OY0865'
 OY0865'REACHED FROM BLACKFOOT AS FOLLOWS--GO WEST IN IDAHO 27 FOR
 OY0865'1.8 MILES FROM CENTER OF TOWN AND TAKE GRAVEL T-ROAD RIGHT,
 OY0865'0.3 MILE AFTER CROSSING SNAKE RIVER, GO 3.6 MILES TO T-ROAD
 OY0865'WEST AND STATION IN FIELD ON LEFT, SEE ABOVE.
 OY0865'
 OY0865'AZIMUTH, IS A STANDARD DISC REFERENCE MARK SET IN SOUTH END OF
 OY0865'IRRIGATION SIPHON, 3/8 MILE SOUTH ON EAST SIDE OF ROAD 10 FEET
 OY0865'FROM CENTERLINE, 31 YARDS NORTH OF R.R. WHERE R.R. AND EAST
 OY0865'SIDE OF ROAD INTERSECT.
 OY0865
 OY0865                          STATION RECOVERY (1946)
 OY0865
 OY0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 OY0865'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 OY0865'GOOD CONDITION.  THE STATION IS A STANDARD DISK STAMPED JENSEN
 OY0865'1936 SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 OY0865'ABOUT 8 INCHES.  IT IS 35 FEET SOUTH OF THE CENTER OF A WIRE
 OY0865'GATE, 6-1/2 FEET SOUTHWEST OF A WHITE REFERENCE POST, AND 6
 OY0865'FEET WEST OF THE NORTH AND SOUTH FENCE LINE.
 OY0865'
 OY0865'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED JENSEN NO 1
 OY0865'1936, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 OY0865'ABOUT 1 FOOT ABOVE THE GROUND.  IT IS 4 FEET WEST OF THE NORTH
 OY0865'AND SOUTH FENCE LINE AND ABOUT THE SAME ELEVATION AS THE
 OY0865'STATION.
 OY0865'
 OY0865'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED JENSEN NO 2 1936,
 OY0865'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 OY0865'ABOUT 1 FOOT ON THE NORTH SIDE AND 2 FEET ON THE SOUTH SIDE.
 OY0865'THE MARK IS STILL IN GOOD CONDITION BUT THERE HAS BEEN DIRT
 OY0865'REMOVED FROM THE SOUTH SIDE TO LEVEL THE LAND OFF FOR IRRIGATION.
 OY0865'IT IS 45 FEET WEST OF THE NORTH AND SOUTH FENCE LINE, 24 FEET
 OY0865'SOUTH OF THE EAST AND WEST FENCE LINE, AND ABOUT 1 FOOT HIGHER
 OY0865'THAN THE STATION.
 OY0865'
 OY0865'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JENSEN 1936,
 OY0865'SET IN THE SOUTH END OF AN IRRIGATION SIPHON.  IT IS 0.7 MILE
 OY0865'SOUTH ON THE EAST SIDE OF THE ROAD, 31 YARDS NORTH OF RAILROAD
 OY0865'CROSSING, AND 10 FEET FROM THE CENTER OF THE ROAD.
 OY0865'
 OY0865'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH NORTH-WEST
 OY0865'OF BLACKFOOT, 4-1/2 MILES WEST OF THE SNAKE RIVER, IN THE
 OY0865'NE 1/4 OF SEC, 17, T 2 S, R 35 E.
 OY0865'
 OY0865'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 91
 OY0865'AND STATE HIGHWAY 17, GO WEST ON STATE HIGHWAY 17 FOR 1.5
 OY0865'MILES TO A BRIDGE OVER THE SNAKE RIVER, CONTINUE 0.3 MILE TO
 OY0865'A SURFACED ROAD TO THE RIGHT.  TURN RIGHT (NORTH) AND GO 3.0
 OY0865'MILES TO WHERE THE SURFACED ROAD TURNES TO THE RIGHT, CONTINUE
 OY0865'STRAIGHT AHEAD (NORTH) ON GRAVELED ROAD FOR 0.55 MILES TO THE
 OY0865'STATION AS DESCRIBED ABOVE.
 OY0865
 OY0865                          STATION RECOVERY (1955)
 OY0865
 OY0865'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 OY0865'STATION, REFERENCE AND AZIMUTH MARKS FOUND OKAY.
 OY0865'
 OY0865'TO REACH FROM JUNCTION OF U.S. HIGHWAYS 26, 91, AND 191 IN
 OY0865'BLACKFOOT, GO NW ON U.S. 26 APPROXIMATELY 2 MILES TO INTERSECTION
 OY0865'OF U.S. 26 AND GROVELAND ROAD AT UNION PACIFIC SIDING COLLINS.
 OY0865'TURN RIGHT (NORTH), CROSS TRACKS AND AFTER CROSSING PROCEED
 OY0865'NORTH 3.4 MILES TO STATION SITE.  STATION MARK IS IN FIELD
 OY0865'29 FEET WEST OF CENTERLINE OF BLACKTOP ROAD, 6 FEET WEST
 OY0865'OF N-S FENCE, 31 FEET SOUTH OF E-W FENCE.
 OY0865'
 OY0865'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE APPROXIMATELY
 OY0865'0.4 MILE S ON E SIDE OF ROAD, IN S END OF IRRIGATION SIPHON
 OY0865'HEADWALL.  10 FEET FROM CENTERLINE OF ROAD, 93 FEET N OF
 OY0865'ABANDONED RAILROAD GRADE WHERE GRADE AND THE E SIDE OF ROAD
 OY0865'INTERSECTION.
 OY0865
 OY0865                          STATION RECOVERY (1959)
 OY0865
 OY0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WH)
 OY0865'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 OY0865'AND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 OY0865'MARK HAVE BEEN DESTROYED.  A ADDITIONAL REFERENCE MARK NUMBERED
 OY0865'3 WAS ESTABLISHED.  THIS MARK A STANDARD DISK, SET IN A SQUARE
 OY0865'TOPPED CONCRETE POST, IS STAMPED JENSEN NO 3 1936, PROJECTS
 OY0865'4-INCHES AND IS 2-1/2 FEET SOUTH OF AN EAST-WEST FENCE LINE
 OY0865'AND ABOUT THE ELEVATION OF THE STATION.
 OY0865'
 OY0865'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 91 AND 26 IN BLACKFOOT
 OY0865'BY GOING NORTHWEST ALONG HIGHWAY 26 FOR 2 MILES TO THE INTERSECTION
 OY0865'OF THE HIGHWAY WITH GROVELAND ROAD AT COLLINS SIDING.  TURN
 OY0865'RIGHT, NORTH, CROSS TRACKS PROCEEDING NORTH 3.4 MILE MILES
 OY0865'TO STATION SITE.  THE STATION MARK IS 29 FEET WEST OF THE
 OY0865'CENTERLINE OF THE PAVED ROAD, 6 FEET WEST OF THE WEST RIGHT OF
 OY0865'WAY FENCE, AND 31 FEET SOUTH OF THE EAST-WEST PROPERTY FENCE.
 OY0865
 OY0865                          STATION RECOVERY (1960)
 OY0865
 OY0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR)
 OY0865'STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 OY0865'CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 OY0865'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 OY0865'
 OY0865'THE STATION IS ON THE PROPERTY OF MR. OTIS HARRIS.  IT IS ABOUT
 OY0865'12 MILES SOUTH OF THE BONNEVILLE-BINGHAM COUNTY LINE, 6 MILES
 OY0865'WEST OF WAPELLO, 2-1/2 MILES EAST AND 2 MILES NORTH OF MORELAND
 OY0865'AND IN T 2 S, R 35 E.
 OY0865'
 OY0865'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 26 AND 91 IN
 OY0865'BLACKFOOT, GO NORTHWEST ON U.S. HIGHWAY 26 FOR 1.4 MILES
 OY0865'TO THE SOUTHEAST END OF THE SNAKE RIVER BRIDGE, CROSS BRIDGE
 OY0865'AND CONTINUE ON HIGHWAY FOR 0.45 MILE TO A PAVED CROSS ROAD,
 OY0865'TURN RIGHT, NORTH ON PAVED ROAD FOR 2.7 MILES TO A PAVED FORK,
 OY0865'TAKE THE LEFT FORK FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 OY0865'RIGHT, CONTINUE AHEAD ON PAVED ROAD FOR 0.45 MILE TO THE
 OY0865'STATION ON THE LEFT.
 OY0865'
 OY0865'STATION SURFACE DISK IS A STANDARD DISK, STAMPED JENSEN 1936,
 OY0865'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 OY0865'8 INCHES.  IT IS 252 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 OY0865'WEST END OF A LARGE POTATO SHED, 131 FEET NORTH-NORTHWEST
 OY0865'OF A TELEPHONE LINE POLE, 31 FEET SOUTH-SOUTHWEST OF A FENCE
 OY0865'CORNER, 31 FEET SOUTH OF AN EAST-WEST FENCE LINE, 30 FEET
 OY0865'WEST OF THE CENTER OF THE PAVED ROAD AND 6 FEET WEST OF A
 OY0865'NORTH-SOUTH FENCE LINE.  A 4 X 4 INCH WHITE WITNESS POST WAS
 OY0865'SET 6 FEET EAST OF THE MARK.  (NOTE 1A)
 OY0865'
 OY0865'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JENSEN NO 1 1936,
 OY0865'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 OY0865'12 INCHES.  IT IS 275 FEET SOUTH-SOUTHWEST OF THE POTATO SHED,
 OY0865'106 FEET NORTH-NORTHWEST OF THE TELEPHONE LINE POLE, 26 FEET
 OY0865'WEST OF THE CENTER OF THE ROAD AND 3 FEET WEST OF THE NORTH-SOUTH
 OY0865'FENCE LINE.  (NOTE 11A)
 OY0865'
 OY0865'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED JENSEN NO 3 1936,
 OY0865'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 OY0865'4 INCHES.  IT IS 235 FEET SOUTHWEST OF THE POTATO SHED, 164
 OY0865'FEET NORTHWEST OF THE TELEPHONE LINE POLE, 65 FEET WEST OF THE
 OY0865'CENTER OF THE ROAD, 42 FEET WEST OF THE NORTH-SOUTH FENCE LINE
 OY0865'AND 3 FEET SOUTH OF THE EAST-WEST FENCE LINE.  (NOTE 11A)
 OY0865'
 OY0865'AZIMUTH MARK IS A STANDARD DISK, STAMPED JENSEN 1936 RESET
 OY0865'1960, CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 OY0865'CONCRETE IRRIGATION SIPHON.  IT IS 71 FEET NORTH OF A POWERLINE
 OY0865'POLE, 40 FEET SOUTH OF A POWERLINE POLE, 38 FEET NORTH OF THE
 OY0865'CENTER OF A SMALL WOODEN BRIDGE, 11 FEET EAST OF THE CENTER
 OY0865'OF THE PAVED ROAD AND 12 FEET WEST OF A NORTH-SOUTH FENCELINE.
 OY0865
 OY0865                          STATION RECOVERY (1974)
 OY0865
 OY0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OY0865'PREVIOUS DESCRIPTION FOUND ON PAGES 834, AND 835 OF IDAHO
 OY0865'VOL. II.
 OY0865'
 OY0865'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK
 OY0865'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY O.S.R.  IN THE
 OY0865'RECOVERY NOTE DATED 1960.  THE TO REACH IS CORRECT, AND ADEQUATE.
 OY0865'A METAL WITNESS POST WAS PLACED 2 FEET EAST OF THE STATION
 OY0865'MARK.
 OY0865'
 OY0865'NOTE--NEW HOMES ARE BEING BUILT IN THE VICINITY, AND VISIBILITY
 OY0865'FROM A TRIPOD IS LIMITED.
 OY0865'
 OY0865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 OY0865'NORTHWEST OF BLACKFOOT
 OY0865
 OY0865                          STATION RECOVERY (1998)
 OY0865
 OY0865'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1998 (GDJ)
 OY0865'AFTER A PROLONGED SEARCH OF THE AREA AND NEW HOMES BEING BUILT AT THIS
 OY0865'STATIONS LOCATION THIS MARK AND ITS REFERENCE MARKS WERE NOT
 OY0865'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1747 ***********************************************************************
 RZ1747  DESIGNATION -  JERICHO LOOKOUT TOWER
 RZ1747  PID         -  RZ1747
 RZ1747  STATE/COUNTY-  ID/CLEARWATER
 RZ1747  USGS QUAD   -  LITTLE GREEN MOUNTAIN (1994)
 RZ1747
 RZ1747                         *CURRENT SURVEY CONTROL
 RZ1747  ___________________________________________________________________
 RZ1747* NAD 83(1992)-  46 43 25.17076(N)    116 07 09.16112(W)     ADJUSTED  
 RZ1747* NAVD 88     -      1335.1    (meters)    4380.     (feet)  VERTCON   
 RZ1747  ___________________________________________________________________
 RZ1747  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 RZ1747  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 RZ1747
 RZ1747  HORZ ORDER  -  SECOND
 RZ1747
 RZ1747.The horizontal coordinates were established by classical geodetic methods
 RZ1747.and adjusted by the National Geodetic Survey in July 1992..
 RZ1747
 RZ1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1747
 RZ1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1747
 RZ1747.The geoid height was determined by GEOID03.
 RZ1747
 RZ1747;                    North         East     Units Scale Factor Converg.
 RZ1747;SPC ID W     -   561,941.857   771,776.697   MT  0.99994312   -0 16 07.7
 RZ1747;UTM  11      - 5,174,832.699   567,306.772   MT  0.99965568   +0 38 28.6
 RZ1747
 RZ1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1747!SPC ID W     -   0.99979341  x   0.99994312  =   0.99973654
 RZ1747!UTM  11      -   0.99979341  x   0.99965568  =   0.99944916
 RZ1747
 RZ1747:                Primary Azimuth Mark                     Grid Az
 RZ1747:SPC ID W     -  TT 4                                     201 20 42.2
 RZ1747:UTM  11      -  TT 4                                     200 26 05.9
 RZ1747
 RZ1747|---------------------------------------------------------------------|
 RZ1747| PID    Reference Object                     Distance      Geod. Az  |
 RZ1747|                                                           dddmmss.s |
 RZ1747| RZ1759 TT 4                                APPROX. 4.0 KM 2010434.5 |
 RZ1747|---------------------------------------------------------------------|
 RZ1747
 RZ1747                          SUPERSEDED SURVEY CONTROL
 RZ1747
 RZ1747  NAD 83(1986)-  46 43 25.17542(N)    116 07 09.15768(W) AD(       ) 2
 RZ1747  NAD 27      -  46 43 25.52800(N)    116 07 05.61900(W) AD(       ) 2
 RZ1747  NGVD 29 (07/19/86) 1334.0    (m)         4377.     (f) VERT ANG       
 RZ1747
 RZ1747.Superseded values are not recommended for survey control.
 RZ1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1747.See file dsdata.txt to determine how the superseded data were derived.
 RZ1747
 RZ1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM6730774833(NAD 83)
 RZ1747
 RZ1747  HISTORY     - Date     Condition        Report By
 RZ1747  HISTORY     - 1959     MONUMENTED       CGS
 RZ1747  HISTORY     - 1969     SEE DESCRIPTION  USGS
 RZ1747
 RZ1747                          STATION DESCRIPTION
 RZ1747
 RZ1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1747'THE STATION IS THE APEX OF THE ROOF.  THE WOOD CAB IS SUPPORTED
 RZ1747'BY FOUR WOOD POLES, IS WHITE IN COLOR AND 24.98 METERS HIGH.
 RZ1747'IT IS ABOUT 4 MILES SOUTH AND 3 MILES EAST OF ELK RIVER, 1
 RZ1747'MILE SOUTHWEST OF THE LITTLE GREEN LOOKOUT TOWER AND IN THE
 RZ1747'NORTH PART OF THE ST. JOE NATIONAL FOREST.  THE TOWER IS OWNED
 RZ1747'BY THE POTLATCH TIMBER PROTECTIVE ASSOCIATION.
 RZ1747
 RZ1747                          STATION RECOVERY (1969)
 RZ1747
 RZ1747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (WSS)
 RZ1747'THIS LOOKOUT TOWER HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1080 ***********************************************************************
 NV1080  DESIGNATION -  JEROME COOP CREAMERY CO STACK
 NV1080  PID         -  NV1080
 NV1080  STATE/COUNTY-  ID/JEROME
 NV1080  USGS QUAD   -  JEROME (1982)
 NV1080
 NV1080                         *CURRENT SURVEY CONTROL
 NV1080  ___________________________________________________________________
 NV1080* NAD 83(1992)-  42 43 20.43730(N)    114 31 23.13415(W)     ADJUSTED  
 NV1080* NAVD 88     -                                                        
 NV1080  ___________________________________________________________________
 NV1080  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 NV1080  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 NV1080
 NV1080  HORZ ORDER  -  THIRD
 NV1080
 NV1080.The horizontal coordinates were established by classical geodetic methods
 NV1080.and adjusted by the National Geodetic Survey in July 1992..
 NV1080
 NV1080
 NV1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1080
 NV1080.The geoid height was determined by GEOID03.
 NV1080
 NV1080;                    North         East     Units Scale Factor Converg.
 NV1080;SPC ID C     -   117,388.021   457,157.158   MT  0.99996994   -0 21 17.6
 NV1080;UTM  11      - 4,732,957.259   702,800.411   MT  1.00010602   +1 40 51.7
 NV1080
 NV1080                          SUPERSEDED SURVEY CONTROL
 NV1080
 NV1080  NAD 83(1986)-  42 43 20.43515(N)    114 31 23.13288(W) AD(       ) 4
 NV1080  NAD 27      -  42 43 20.77200(N)    114 31 19.97900(W) AD(       ) 3
 NV1080
 NV1080.Superseded values are not recommended for survey control.
 NV1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1080.See file dsdata.txt to determine how the superseded data were derived.
 NV1080
 NV1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0280032957(NAD 83)
 NV1080
 NV1080  HISTORY     - Date     Condition        Report By
 NV1080  HISTORY     - 1946     MONUMENTED       CGS
 NV1080
 NV1080                          STATION DESCRIPTION
 NV1080
 NV1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1080'LOCATED AT THE JEROME COOPERATIVE CREAMERY COMPANY WHICH IS
 NV1080'IN THE SW PART OF JEROME AND IS VISIBLE FOR MILES IN ALL
 NV1080'DIRECTIONS.
 NV1080'
 NV1080'THE STATION IS A BLACK SHEET-METAL STACK WHICH IS 5-1/2
 NV1080'FEET IN DIAMETER AND APPROXIMATELY 100 FEET HIGH.  IT IS 62.5
 NV1080'FEET N OF THE CENTER LINE OF AVENUE B AND 283 FEET W OF THE
 NV1080'CENTER LINE OF LOCUST STREET.
 NV1080'
 NV1080'NOTE--THERE IS AN ALUMINUM-PAINTED SHEET-METAL STACK OF
 NV1080'APPROXIMATELY THE SAME HEIGHT 30 FEET E OF THE STATION.
 NV1080'
 NV1080'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1079 ***********************************************************************
 NV1079  DESIGNATION -  JEROME MUNICIPAL TANK
 NV1079  PID         -  NV1079
 NV1079  STATE/COUNTY-  ID/JEROME
 NV1079  USGS QUAD   -  JEROME (1982)
 NV1079
 NV1079                         *CURRENT SURVEY CONTROL
 NV1079  ___________________________________________________________________
 NV1079* NAD 83(1992)-  42 43 20.93310(N)    114 30 33.71401(W)     ADJUSTED  
 NV1079* NAVD 88     -                                                        
 NV1079  ___________________________________________________________________
 NV1079  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 NV1079  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 NV1079
 NV1079  HORZ ORDER  -  THIRD
 NV1079
 NV1079.The horizontal coordinates were established by classical geodetic methods
 NV1079.and adjusted by the National Geodetic Survey in July 1992..
 NV1079
 NV1079
 NV1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1079
 NV1079.The geoid height was determined by GEOID03.
 NV1079
 NV1079;                    North         East     Units Scale Factor Converg.
 NV1079;SPC ID C     -   117,396.446   458,281.601   MT  0.99996877   -0 20 44.1
 NV1079;UTM  11      - 4,733,005.632   703,924.002   MT  1.00011164   +1 41 25.2
 NV1079
 NV1079                          SUPERSEDED SURVEY CONTROL
 NV1079
 NV1079  NAD 83(1986)-  42 43 20.93101(N)    114 30 33.71279(W) AD(       ) 4
 NV1079  NAD 27      -  42 43 21.26900(N)    114 30 30.56100(W) AD(       ) 3
 NV1079
 NV1079.Superseded values are not recommended for survey control.
 NV1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1079.See file dsdata.txt to determine how the superseded data were derived.
 NV1079
 NV1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0392433006(NAD 83)
 NV1079
 NV1079  HISTORY     - Date     Condition        Report By
 NV1079  HISTORY     - 1946     MONUMENTED       CGS
 NV1079
 NV1079                          STATION DESCRIPTION
 NV1079
 NV1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1079'LOCATED IN THE SE PART OF THE CITY OF JEROME, NEAR THE
 NV1079'INTERSECTION OF AVENUE B AND E. BOULEVARD.
 NV1079'
 NV1079'THE STATION IS A SILVER-COLORED SHEET-METAL TANK SUPPORTED
 NV1079'BY FOUR LEGS.  IT IS APPROXIMATELY 100 FEET HIGH AND HAS A
 NV1079'2-1/2-FOOT METAL STANDPIPE IN THE CENTER.  IT HAS A SMALL
 NV1079'SPHERE ON ITS APEX.  TANK IS 106 FEET N OF AVENUE B AND 85.5
 NV1079'FEET W OF E. BOULEVARD.
 NV1079'
 NV1079'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1227 ***********************************************************************
 NV1227  DESIGNATION -  JERPORT
 NV1227  PID         -  NV1227
 NV1227  STATE/COUNTY-  ID/JEROME
 NV1227  USGS QUAD   -  FALLS CITY (1992)
 NV1227
 NV1227                         *CURRENT SURVEY CONTROL
 NV1227  ___________________________________________________________________
 NV1227* NAD 83(1992)-  42 43 32.34083(N)    114 27 07.86892(W)     ADJUSTED  
 NV1227* NAVD 88     -      1228.481  (meters)    4030.44   (feet)  ADJUSTED  
 NV1227  ___________________________________________________________________
 NV1227  X           -  -1,942,829.829 (meters)                     COMP
 NV1227  Y           -  -4,272,596.169 (meters)                     COMP
 NV1227  Z           -   4,305,985.692 (meters)                     COMP
 NV1227  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 NV1227  ELLIP HEIGHT-        1213.68  (meters)          (06/11/98) GPS OBS
 NV1227  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 NV1227  DYNAMIC HT  -        1227.822 (meters)    4028.28  (feet)  COMP
 NV1227  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 NV1227
 NV1227  HORZ ORDER  -  THIRD
 NV1227  VERT ORDER  -  FIRST     CLASS II
 NV1227  ELLP ORDER  -  FOURTH    CLASS I
 NV1227
 NV1227.This mark is at Jerome County Airport (U73)
 NV1227
 NV1227.The horizontal coordinates were established by GPS observations
 NV1227.and adjusted by the National Geodetic Survey in July 1992..
 NV1227
 NV1227.The orthometric height was determined by differential leveling
 NV1227.and adjusted by the National Geodetic Survey in January 1993..
 NV1227
 NV1227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NV1227
 NV1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1227
 NV1227.The ellipsoidal height was determined by GPS observations
 NV1227.and is referenced to NAD 83.
 NV1227
 NV1227.The geoid height was determined by GEOID03.
 NV1227
 NV1227.The dynamic height is computed by dividing the NAVD 88
 NV1227.geopotential number by the normal gravity value computed on the
 NV1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1227.degrees latitude (g = 980.6199 gals.).
 NV1227
 NV1227.The modeled gravity was interpolated from observed gravity values.
 NV1227
 NV1227;                    North         East     Units Scale Factor Converg.
 NV1227;SPC ID C     -   117,721.782   462,966.628   MT  0.99996424   -0 18 24.5
 NV1227;UTM  11      - 4,733,497.288   708,595.246   MT  1.00013535   +1 43 45.4
 NV1227
 NV1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1227!SPC ID C     -   0.99980970  x   0.99996424  =   0.99977394
 NV1227!UTM  11      -   0.99980970  x   1.00013535  =   0.99994502
 NV1227
 NV1227:                Primary Azimuth Mark                     Grid Az
 NV1227:SPC ID C     -  JERPORT AZ MK                            281 12 05.8
 NV1227:UTM  11      -  JERPORT AZ MK                            279 09 55.9
 NV1227
 NV1227|---------------------------------------------------------------------|
 NV1227| PID    Reference Object                     Distance      Geod. Az  |
 NV1227|                                                           dddmmss.s |
 NV1227| NV1228 JERPORT AZ MK                       APPROX. 0.7 KM 2805341.3 |
 NV1227|---------------------------------------------------------------------|
 NV1227
 NV1227                          SUPERSEDED SURVEY CONTROL
 NV1227
 NV1227  NAD 83(1986)-  42 43 32.34016(N)    114 27 07.86633(W) AD(       ) 3
 NV1227  NGVD 29 (12/30/90) 1227.7    (m)         4028.     (f) GPS OBS        
 NV1227
 NV1227.Superseded values are not recommended for survey control.
 NV1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1227.See file dsdata.txt to determine how the superseded data were derived.
 NV1227
 NV1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0859533497(NAD 83)
 NV1227_MARKER: DH = HORIZONTAL CONTROL DISK
 NV1227_SETTING: 66 = SET IN ROCK OUTCROP
 NV1227_SP_SET: BEDROCK
 NV1227_STAMPING: JERPORT 1988
 NV1227_MARK LOGO: NGS   
 NV1227_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1227+STABILITY: POSITION/ELEVATION WELL
 NV1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1227+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 NV1227
 NV1227  HISTORY     - Date     Condition        Report By
 NV1227  HISTORY     - 1988     MONUMENTED       NGS
 NV1227  HISTORY     - 19900724 GOOD
 NV1227  HISTORY     - 19920728 GOOD             NGS
 NV1227
 NV1227                          STATION DESCRIPTION
 NV1227
 NV1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NV1227'STATION MARK IS LOCATED ABOUT 4.8 KM (3.0 MI) EAST OF JEROME AND 9.6
 NV1227'KM (6.0 MI) NORTH OF THE JUNCTION ON INTERSTATE 84 AND U.S. HIGHWAY
 NV1227'93 AT THE NORTH EDGE OF TWIN FALLS.  AT THE JEROME COUNTY AIRPORT AND
 NV1227'SET IN THE MEDIAN BETWEEN THE TAXI STRIP AND THE RUNWAY.
 NV1227'OWNERSHIP--JEROME COUNTY.  AIRPORT MANAGER C.H. STRUNK 472 STATE
 NV1227'HIGHWAY 25 JEROME, ID 83338.  PHONE (208) 324-4980 OR 324-9980.
 NV1227'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 79 IN JEROME, GO
 NV1227'EAST ON STATE HIGHWAY 25 FOR 5.3 KM (3.3 MI) TO THE ENTRANCE TO THE
 NV1227'JEROME COUNTY AIRPORT.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR
 NV1227'0.2 KM (0.1 MI) TO THE ADMINISTRATION BUILDING ON THE LEFT. CONTINUE
 NV1227'AHEAD NORTH ON TARMAC AND RAMP FOR 0.08 KM (0.05 MI) TO THE TAXI
 NV1227'STRIP.  TURN RIGHT AND GO EAST ON TAXI STRIP FOR 0.24 KM (0.15 MI) TO
 NV1227'THE MARK ON THE LEFT, JUST AFTER PASSING A BLUE BUILDING ON THE THE
 NV1227'RIGHT WITH JEROME AIR SERVICE PAINTED ON THE NORTH SIDE. MARK IS SET
 NV1227'BETWEEN TWO WITNESS POSTS.
 NV1227'MARK IS CEMENTED IN A DRILL HOLE IN BEDROCK, FLUSH WITH THE GROUND
 NV1227'SURFACE AND ABOUT LEVEL WITH THE RUNWAY.  LOCATED 24.44 M (80.18 FT)
 NV1227'NORTH FROM THE PAINTED CENTERLINE OF THE TAXI STRIP, 28.10 M
 NV1227'(92.19 FT) SOUTH-SOUTHWEST FROM A WHITE LIGHT AT THE SOUTH EDGE OF
 NV1227'THE RUNWAY, 20.79 M (68.21 FT) NORTHWEST FROM A ROUND ORANGE AND
 NV1227'BROWN TAXI STRIP MARKER, 1.0 M (3.3 FT) EAST FROM A WITNESS POST AND
 NV1227'0.9 M (3.0 FT) WEST FROM A WITNESS POST.
 NV1227'NOTE--NO REFERENCE MARKS WERE SET.
 NV1227'IDAHO FAA GPS SURVEY, 1990.
 NV1227
 NV1227                          STATION RECOVERY (1990)
 NV1227
 NV1227'RECOVERED 1990
 NV1227'RECOVERED IN GOOD CONDITION.
 NV1227
 NV1227                          STATION RECOVERY (1992)
 NV1227
 NV1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV1227'5.3 KM (3.30 MI) EASTERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 NV1227'STATE HIGHWAY 79 IN JEROME, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG
 NV1227'THE JEROME COUNTY AIRPORT ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI)
 NV1227'NORTHERLY ALONG A TARMAC AND RAMP, THENCE 0.25 KM (0.15 MI) EASTERLY
 NV1227'ALONG A TAXIWAY, IN AN AREA OF OUTCROPPING BEDROCK BETWEEN THE RUNWAY
 NV1227'AND TAXIWAY, 28.1 M (92.2 FT) SOUTH-SOUTHWEST OF A WHITE LIGHT AT THE
 NV1227'SOUTH EDGE OF THE RUNWAY, 24.4 M (80.1 FT) NORTH OF THE CENTERLINE OF
 NV1227'THE TAXIWAY, 20.8 M (68.2 FT) NORTHWEST OF A ROUND ORANGE AND BROWN
 NV1227'TAXI STRIP MARKER, 1.0 M (3.3 FT) EAST OF A WITNESS POST, 0.9 M
 NV1227'(3.0 FT) WEST OF A WITNESS POST, FLUSH WITH THE GROUND SURFACE, AND
 NV1227'LEVEL WITH THE TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1228 ***********************************************************************
 NV1228  CBN         -  This is a Cooperative Base Network Control Station.
 NV1228  PACS        -  This is a Primary Airport Control Station.
 NV1228  DESIGNATION -  JERPORT AZ MK
 NV1228  PID         -  NV1228
 NV1228  STATE/COUNTY-  ID/JEROME
 NV1228  USGS QUAD   -  FALLS CITY (1992)
 NV1228
 NV1228                         *CURRENT SURVEY CONTROL
 NV1228  ___________________________________________________________________
 NV1228* NAD 83(1999)-  42 43 36.66292(N)    114 27 38.30117(W)     ADJUSTED  
 NV1228* NAVD 88     -      1215.550  (meters)    3988.02   (feet)  ADJUSTED  
 NV1228  ___________________________________________________________________
 NV1228  X           -  -1,943,418.691 (meters)                     COMP
 NV1228  Y           -  -4,272,218.261 (meters)                     COMP
 NV1228  Z           -   4,306,074.721 (meters)                     COMP
 NV1228  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 NV1228  ELLIP HEIGHT-        1200.47  (meters)          (09/01/00) GPS OBS
 NV1228  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 NV1228  DYNAMIC HT  -        1214.900 (meters)    3985.88  (feet)  COMP
 NV1228  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 NV1228
 NV1228  HORZ ORDER  -  A
 NV1228  VERT ORDER  -  FIRST     CLASS II
 NV1228  ELLP ORDER  -  THIRD     CLASS I
 NV1228
 NV1228.This mark is at Jerome County Airport (U73)
 NV1228
 NV1228.The horizontal coordinates were established by GPS observations
 NV1228.and adjusted by the National Geodetic Survey in September 2000..
 NV1228.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NV1228.DATUM ITEM on the data sheet items page.
 NV1228
 NV1228.The orthometric height was determined by differential leveling
 NV1228.and adjusted by the National Geodetic Survey in January 1993..
 NV1228
 NV1228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NV1228
 NV1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1228
 NV1228.The ellipsoidal height was determined by GPS observations
 NV1228.and is referenced to NAD 83.
 NV1228
 NV1228.The geoid height was determined by GEOID03.
 NV1228
 NV1228.The dynamic height is computed by dividing the NAVD 88
 NV1228.geopotential number by the normal gravity value computed on the
 NV1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV1228.degrees latitude (g = 980.6199 gals.).
 NV1228
 NV1228.The modeled gravity was interpolated from observed gravity values.
 NV1228
 NV1228;                    North         East     Units Scale Factor Converg.
 NV1228;SPC ID C     -   117,858.887   462,275.033   MT  0.99996487   -0 18 45.2
 NV1228;UTM  11      - 4,733,609.753   707,899.099   MT  1.00013178   +1 43 24.9
 NV1228
 NV1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1228!SPC ID C     -   0.99981177  x   0.99996487  =   0.99977664
 NV1228!UTM  11      -   0.99981177  x   1.00013178  =   0.99994352
 NV1228
 NV1228:                Primary Azimuth Mark                     Grid Az
 NV1228:SPC ID C     -  JERPORT                                  101 12 05.8
 NV1228:UTM  11      -  JERPORT                                  099 09 55.7
 NV1228
 NV1228|---------------------------------------------------------------------|
 NV1228| PID    Reference Object                     Distance      Geod. Az  |
 NV1228|                                                           dddmmss.s |
 NV1228| NV1227 JERPORT                             APPROX. 0.7 KM 1005320.6 |
 NV1228|---------------------------------------------------------------------|
 NV1228
 NV1228                          SUPERSEDED SURVEY CONTROL
 NV1228
 NV1228  NAD 83(1992)-  42 43 36.66158(N)    114 27 38.29942(W) AD(       ) B
 NV1228  ELLIP H (01/22/97) 1200.57   (m)                       GP(       ) 4 1
 NV1228  NAD 83(1992)-  42 43 36.65683(N)    114 27 38.29138(W) AD(       ) 3
 NV1228  NAD 83(1986)-  42 43 36.65617(N)    114 27 38.28879(W) AD(       ) 3
 NV1228  NAVD 88 (01/29/98) 1215.55   (m)         3988.0    (f) LEVELING    3  
 NV1228  NAVD 88 (01/22/97) 1215.55   (m)         3988.0    (f) LEVELING    3  
 NV1228  NGVD 29 (12/30/90) 1214.8    (m)         3986.     (f) GPS OBS        
 NV1228
 NV1228.Superseded values are not recommended for survey control.
 NV1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1228.See file dsdata.txt to determine how the superseded data were derived.
 NV1228
 NV1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH0789933610(NAD 83)
 NV1228_MARKER: DZ = AZIMUTH MARK DISK
 NV1228_SETTING: 66 = SET IN ROCK OUTCROP
 NV1228_SP_SET: BEDROCK
 NV1228_STAMPING: JERPORT 1988
 NV1228_MARK LOGO: NGS   
 NV1228_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV1228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV1228+STABILITY: POSITION/ELEVATION WELL
 NV1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV1228+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 NV1228
 NV1228  HISTORY     - Date     Condition        Report By
 NV1228  HISTORY     - 1988     MONUMENTED       NGS
 NV1228  HISTORY     - 19900724 GOOD
 NV1228  HISTORY     - 19920728 GOOD             NGS
 NV1228  HISTORY     - 19960820 GOOD             NGS
 NV1228  HISTORY     - 19990617 GOOD             IDTD
 NV1228  HISTORY     - 20030426 GOOD             ORBITE
 NV1228
 NV1228                          STATION DESCRIPTION
 NV1228
 NV1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NV1228'STATION MARK IS LOCATED ABOUT 4.8 KM (3.0 MI) EAST OF JEROME AND 9.6
 NV1228'KM (6.0 MI) NORTH OF THE JUNCTION ON INTERSTATE 84 AND U.S. HIGHWAY
 NV1228'93 AT THE NORTH EDGE OF TWIN FALLS.  AT THE JEROME COUNTY AIRPORT AND
 NV1228'SET IN THE MEDIAN BETWEEN THE TAXI STRIP AND THE RUNWAY.
 NV1228'OWNERSHIP--JEROME COUNTY.  AIRPORT MANAGER C.H. STRUNK 472 STATE
 NV1228'HIGHWAY 25 JEROME, ID 83338.  PHONE (208) 324-4980 OR 324-9980.
 NV1228'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 79 IN JEROME, GO
 NV1228'EAST ON STATE HIGHWAY 25 FOR 5.3 KM (3.3 MI) TO THE ENTRANCE TO THE
 NV1228'JEROME COUNTY AIRPORT.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR
 NV1228'0.2 KM (0.1 MI) TO THE ADMINISTRATION BUILDING ON THE LEFT. CONTINUE
 NV1228'AHEAD NORTH ON TARMAC AND RAMP FOR 0.08 KM (0.05 MI) TO THE TAXI
 NV1228'STRIP.  TURN LEFT AND GO WEST ON TAXI STRIP FOR 0.48 KM (0.30 MI) TO
 NV1228'THE MARK ON THE RIGHT JUST BEFORE PASSING A RAMP AND SET BETWEEN TWO
 NV1228'WITNESS POSTS.
 NV1228'MARK IS CEMENTEC IN A DRILL HOLE IN BEDROCK, FLUSH WITH THE GROUND
 NV1228'SURFACE AND ABOUT LEVEL WITH THE RUNWAY.  LOCATED 26.82 M (87.99 FT)
 NV1228'SOUTH FROM THE CENTERLINE OF THE RUNWAY, 34.14 M (112.01 FT) NORTH
 NV1228'FROM THE CENTERLINE OF THE TAXI STRIP, 39.38 M (129.20 FT) EAST FROM
 NV1228'THE APPROXIMATE CENTER OF THE RAMP AT THE HOLDING LINE, 25.6 M
 NV1228'(84.0 FT) EAST FROM A METAL PIPE CULVERT UNDER THE RAMP, 22.4 M
 NV1228'(73.5 FT) SOUTHEAST FROM THE NORTHEAST 1 OF 3 BLUE LIGHTS AROUND THE
 NV1228'EAST EDGE OF THE RAMP, 1.07 M (3.51 FT) EAST FROM A WITNESS POST AND
 NV1228'0.9 M (3.0 FT) WEST FROM A WITNESS POST.
 NV1228'IDAHO FAA GPS SURVEY, 1990
 NV1228
 NV1228                          STATION RECOVERY (1990)
 NV1228
 NV1228'RECOVERED 1990
 NV1228'RECOVERED IN GOOD CONDITION.
 NV1228
 NV1228                          STATION RECOVERY (1992)
 NV1228
 NV1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV1228'5.3 KM (3.30 MI) EASTERLY ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 NV1228'STATE HIGHWAY 79 IN JEROME, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG
 NV1228'THE JEROME COUNTY AIRPORT ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI)
 NV1228'NORTHERLY ALONG A TARMAC AND RAMP, THENCE 0.5 KM (0.30 MI) WESTERLY
 NV1228'ALONG A TAXIWAY, IN AN AREA OF OUTCROPPING BEDROCK BETWEEN THE RUNWAY
 NV1228'AND TAXIWAY, 39.4 M (129.3 FT) EAST OF THE CENTER OF A RAMP, 34.1 M
 NV1228'(111.9 FT) NORTH OF THE CENTERLINE OF THE TAXIWAY, 26.8 M (87.9 FT)
 NV1228'SOUTH OF THE CENTERLINE OF THE RUNWAY, 25.6 M (84.0 FT) EAST OF THE
 NV1228'EAST END OF A PIPE CULVERT, 22.4 M (73.5 FT) SOUTHEAST OF THE MOST
 NV1228'NORTHEASTERLY OF 3 BLUE LIGHTS AT THE EAST EDGE OF THE RAMP, 1.1 M
 NV1228'(3.6 FT) EAST OF A WITNESS POST, 0.9 M (3.0 FT) WEST OF A WITNESS
 NV1228'POST, FLUSH WITH THE GROUND SURFACE, AND LEVEL WITH THE TAXIWAY.
 NV1228
 NV1228                          STATION RECOVERY (1996)
 NV1228
 NV1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 NV1228'THE STATION IS 5 NI NORTHEAST OF JEROME AND 16 MI (25.7 KM) NORTH OF
 NV1228'TWIN FALLS AT THE JEROME COUNTY AIRPORT, BETWEEN THE RUNWAY AND
 NV1228'TAXIWAY.  OWNERSHIP--JEROME COUNTY--472 STATE HIGHWAY 25, JEROME,
 NV1228'IDAHO 83338.  POINT OF CONTACT AT THE TIME OF RECOVERY WAS THE AIRPORT
 NV1228'MANAGER--MR.  ART MORETTI, PHONE 208-324-9980 OR 208-420-0173.  TO
 NV1228'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND U.S.
 NV1228'HIGHWAY 93, GO NORTH ON U.S.  HIGHWAY 93 FOR 5.7 MI (9.2 KM) TO THE
 NV1228'JUNCTION OF STATE HIGHWAY 25.  TURN LEFT ON STATE HIGHWAY 25 AND GO
 NV1228'WEST FOR 0.65 MI (1.05 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 NV1228'RIGHT AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE AIRPORT OFFICE ON THE
 NV1228'LEFT.  NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRFIELD.
 NV1228'CONTINUE NORTH ACROSS APRON FOR 0.05 MI (0.08 KM) TO THE TAXIWAY.
 NV1228'TURN LEFT ON THE TAXIWAY AND PROCEED WEST FOR 0.3 MI (0.5 KM) TO THE
 NV1228'STATION ON THE RIGHT.  IT IS, 37.5 M (123.0 FT) EAST OF THE CENTERLINE
 NV1228'OF A CONNECTOR TAXIWAY, 34.2 M (112.2 FT) NORTH OF THE CENTERLINE OF A
 NV1228'TAXIWAY, 27.0 M (88.6 FT) SOUTH OF THE RUNWAY, 1.1 M (3.6 FT) EAST OF
 NV1228'A FIBREGLASS WITNESS POST AND 0.9 M (3.0 FT) WEST OF A FIBREGLASS
 NV1228'WITNESS POST.  THIS IS THE PRIMARY AIRPORT CONTROL (PAC) STATION.
 NV1228'DESCRIBED BY J.E.  DUNFORD III.
 NV1228
 NV1228                          STATION RECOVERY (1999)
 NV1228
 NV1228'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (BN)
 NV1228'RECOVERED AS DESCRIBED.
 NV1228
 NV1228                          STATION RECOVERY (2003)
 NV1228
 NV1228'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 NV1228'THE CONNECTOR TAXIWAY AND ASSOCIATED BLUE LIGHTS WEST OF THE STATION
 NV1228'HAVE BEEN REMOVED. THERE IS A NEW CONNECTOR TAXIWAY EAST OF THE
 NV1228'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0894 ***********************************************************************
 RY0894  DESIGNATION -  JERRY JOHNSON
 RY0894  PID         -  RY0894
 RY0894  STATE/COUNTY-  ID/IDAHO
 RY0894  USGS QUAD   -  BEAR MOUNTAIN (1994)
 RY0894
 RY0894                         *CURRENT SURVEY CONTROL
 RY0894  ___________________________________________________________________
 RY0894* NAD 83(1992)-  46 29 35.63306(N)    114 55 57.71036(W)     ADJUSTED  
 RY0894* NAVD 88     -      1697.3    (meters)    5569.     (feet)  VERTCON   
 RY0894  ___________________________________________________________________
 RY0894  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 RY0894  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 RY0894
 RY0894  HORZ ORDER  -  THIRD
 RY0894
 RY0894.The horizontal coordinates were established by classical geodetic methods
 RY0894.and adjusted by the National Geodetic Survey in July 1992..
 RY0894
 RY0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0894
 RY0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0894
 RY0894.The geoid height was determined by GEOID03.
 RY0894
 RY0894;                    North         East     Units Scale Factor Converg.
 RY0894;SPC ID W     -   536,586.915   862,741.767   MT  0.99998170   +0 35 34.1
 RY0894;UTM  11      - 5,150,927.540   658,645.973   MT  0.99990938   +1 29 59.0
 RY0894
 RY0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0894!SPC ID W     -   0.99973639  x   0.99998170  =   0.99971810
 RY0894!UTM  11      -   0.99973639  x   0.99990938  =   0.99964580
 RY0894
 RY0894:                Primary Azimuth Mark                     Grid Az
 RY0894:SPC ID W     -  INDIAN PO LO                             313 45 53.4
 RY0894:UTM  11      -  INDIAN PO LO                             312 51 28.5
 RY0894
 RY0894|---------------------------------------------------------------------|
 RY0894| PID    Reference Object                     Distance      Geod. Az  |
 RY0894|                                                           dddmmss.s |
 RY0894| RY0908 INDIAN PO LO                        APPROX. 6.3 KM 3142127.5 |
 RY0894|---------------------------------------------------------------------|
 RY0894
 RY0894                          SUPERSEDED SURVEY CONTROL
 RY0894
 RY0894  NAD 83(1986)-  46 29 35.64310(N)    114 55 57.70910(W) AD(       ) 3
 RY0894  NAD 27      -  46 29 35.93602(N)    114 55 54.29085(W) AD(       ) 3
 RY0894  NGVD 29 (07/19/86) 1696.2    (m)         5565.     (f) VERT ANG       
 RY0894
 RY0894.Superseded values are not recommended for survey control.
 RY0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0894.See file dsdata.txt to determine how the superseded data were derived.
 RY0894
 RY0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM5864650928(NAD 83)
 RY0894
 RY0894  HISTORY     - Date     Condition        Report By
 RY0894  HISTORY     - 1957     MONUMENTED       USFS
 RY0894  HISTORY     - 1966     GOOD             USGS
 RY0894
 RY0894                          STATION DESCRIPTION
 RY0894
 RY0894'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0894'LOCATED ABOUT 26 MI. N. OF MOOSE CREEK RANGER STATION, 22 MI. SE.
 RY0894'OF KELLY FORK RANGER STATION AND ABOUT 11 MI. W. OF POWELL RANGER
 RY0894'STATION, ON A TOP AT THE S. END OF A LONG N.-S. RIDGE.
 RY0894'
 RY0894'TO REACH FROM POWELL RANGER STATION, GO N. 0.9 MI. TO HIGHWAY 12,
 RY0894'TURN LEFT AND GO SW. ALONG HIGHWAY 12 FOR 7.7 MI. TO JUNCTION WITH
 RY0894'SQUAW CREEK RD., TURN RIGHT AND TRAVEL 0.4 MI. TO FORK (JUNCTION OF
 RY0894'SQUAW CREEK AND DOE CREEK RDS.), TURN LEFT AND FOLLOW DOE CREEK RD.
 RY0894'FOR 3.9 MI. TO BRIDGE AND CROSSING OF DOE CREEK, CONTINUE ON DOE
 RY0894'CREEK RD. FOR 1.7 MI. TO FORK AND SIGN --JERRY JOHNSON L.O. 2--,
 RY0894'TURN LEFT AND TRAVEL 3.1 MI. TO LOOKOUT TOWER AND STATION MARK ON
 RY0894'W. SIDE OF TOWER.
 RY0894'
 RY0894'STATION MARK--A USFS BRASS CAP STAMPED---JERRY JOHNSON 1957---
 RY0894'LEVEL WITH GROUND.
 RY0894'
 RY0894'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED---NO. 1
 RY0894'1966--- SET IN ROCK IN PLACE, 14.87 FT. FROM STATION MARK,
 RY0894'S 87 DEG 54 MIN E.  (THIS REFERENCE MARK IS DIRECTLY
 RY0894'UNDER CENTER OF TOWER.)
 RY0894'
 RY0894'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED---NO 2
 RY0894'1966--- SET IN THE NW. CONCRETE FOUNDATION BLOCK OF TOWER AND
 RY0894'11.32 FT. FROM STATION MARK, N 21 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0700 ***********************************************************************
 QA0700  DESIGNATION -  JERRY RESET
 QA0700  PID         -  QA0700
 QA0700  STATE/COUNTY-  ID/CUSTER
 QA0700  USGS QUAD   -  JERRY PEAK (1967)
 QA0700
 QA0700                         *CURRENT SURVEY CONTROL
 QA0700  ___________________________________________________________________
 QA0700* NAD 83(1992)-  44 03 35.56495(N)    114 06 28.46065(W)     ADJUSTED  
 QA0700* NAVD 88     -      3052.6    (meters)   10015.     (feet)  VERTCON   
 QA0700  ___________________________________________________________________
 QA0700  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 QA0700  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 QA0700
 QA0700  HORZ ORDER  -  THIRD
 QA0700
 QA0700.The horizontal coordinates were established by classical geodetic methods
 QA0700.and adjusted by the National Geodetic Survey in July 1992..
 QA0700
 QA0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0700
 QA0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0700
 QA0700.The geoid height was determined by GEOID03.
 QA0700
 QA0700;                    North         East     Units Scale Factor Converg.
 QA0700;SPC ID C     -   265,853.850   491,354.456   MT  0.99994829   -0 04 30.1
 QA0700;UTM  11      - 4,882,590.809   731,641.127   MT  1.00025998   +2 00 43.5
 QA0700
 QA0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0700!SPC ID C     -   0.99952339  x   0.99994829  =   0.99947171
 QA0700!UTM  11      -   0.99952339  x   1.00025998  =   0.99978325
 QA0700
 QA0700:                Primary Azimuth Mark                     Grid Az
 QA0700:SPC ID C     -  HERD                                     229 11 49.3
 QA0700:UTM  11      -  HERD                                     227 06 35.7
 QA0700
 QA0700|---------------------------------------------------------------------|
 QA0700| PID    Reference Object                     Distance      Geod. Az  |
 QA0700|                                                           dddmmss.s |
 QA0700| OZ0911 HERD                                APPROX.12.5 KM 2290719.2 |
 QA0700| CD5813 JERRY RM CROSS                        2.591 METERS 28654     |
 QA0700| CD5814 JERRY RM DRILL HOLE                   4.267 METERS 35708     |
 QA0700|---------------------------------------------------------------------|
 QA0700
 QA0700                          SUPERSEDED SURVEY CONTROL
 QA0700
 QA0700  NAD 83(1986)-  44 03 35.56319(N)    114 06 28.45409(W) AD(       ) 3
 QA0700  NAD 27      -  44 03 35.85529(N)    114 06 25.28095(W) AD(       ) 3
 QA0700  NGVD 29 (07/19/86) 3051.1    (m)        10010.     (f) VERT ANG       
 QA0700
 QA0700.Superseded values are not recommended for survey control.
 QA0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0700.See file dsdata.txt to determine how the superseded data were derived.
 QA0700
 QA0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ3164182591(NAD 83)
 QA0700_MARKER: X = CHISELED CROSS
 QA0700_SETTING: 66 = SET IN ROCK OUTCROP
 QA0700_SP_SET: PARTIALLY EXPOSED BEDROCK
 QA0700
 QA0700  HISTORY     - Date     Condition        Report By
 QA0700  HISTORY     - 1915     MONUMENTED       USGS
 QA0700  HISTORY     - 1959     GOOD             USGS
 QA0700  HISTORY     - 1961     GOOD             USGS
 QA0700  HISTORY     - 1967     GOOD             USGS
 QA0700
 QA0700                          STATION DESCRIPTION
 QA0700
 QA0700'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 QA0700'LOCATED ON THE HIGHEST GRASSY HILL ON THE MAIN DIVIDE BETWEEN THE
 QA0700'WATERS OF EAST FORK OF SALMON RIVER AND BIG LOST RIVER.  AT THE
 QA0700'HEADS OF LAKE CREEK, A TRIBUTARY OF HERD CREEK, SALMON RIVER, AND
 QA0700'ROGERS CANYON, LOST RIVER.  THREE MI. E. OF STEVENS LAKE AND 8 MI.
 QA0700'E. OF STEVENS RANCH ON HERD CREEK, 5 MI. SW. OF PETERSONS RANCH AT
 QA0700'THE MOUTH OF ROGERS CANYON, 12 MI. W. AND VISIBLE FROM CHILLY P.O.
 QA0700'EASIEST REACHED FROM STEVENS LAKE AND PETERSONS RANCH.  AT 900 FT.,
 QA0700'BY STEPPINGS SW. IS IRON SEC. COR. POST MARKED --C.C.T. 9N. SEC. 33,
 QA0700'SECS. 4 AND 5, T. 8 N., R. 20 E.--.  ABOUT 90 FT. N. OF IRON POST
 QA0700'IS SECTION CORNER STONE MARKED WITH FOUR SCRATCHES ON E.  IN
 QA0700'SIGHTING THE IRON POST SECTION CORNER, THE SIGHT ALSO PASSES OVER
 QA0700'QUARTER SEC. COR., SMALL IRON POST, BETWEEN SECS. 5 AND 6.
 QA0700'
 QA0700'REACH FROM STEVENS LAKE AND PETERSONS RANCH.
 QA0700'
 QA0700'STATION MARK--CHISELED CROSS ON SOLID ROCK, CENTERED UNDER
 QA0700'MONUMENT.
 QA0700'
 QA0700'RM 1--CHISELED CROSS ON SOLID ROCK.
 QA0700'
 QA0700'RM 2--IRON POST WSW.
 QA0700
 QA0700                          STATION RECOVERY (1959)
 QA0700
 QA0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 QA0700'LOCATED ON THE HIGHEST GRASSY HILL ON THE MAIN DIVIDE BETWEEN THE
 QA0700'WATERS OF EAST FORK OF SALMON RIVER AND BIG LOST RIVER.  AT THE HEADS
 QA0700'OF LAKE CREEK, A TRIBUTARY OF HERD CREEK, SALMON RIVER, AND ROGERS
 QA0700'CANYON, LOST RIVER.  THREE MI. E. OF STEVENS LAKE AND 8 MI. E. OF
 QA0700'STEVENS RANCH ON HERD CREEK, 5 MI. SW. OF PETERSONS RANCH AT THE MOUTH
 QA0700'OF ROGERS CANYON, 12 MI. W. AND VISIBLE FROM CHILLY P.O.  EASIEST
 QA0700'REACHED FROM STEVENS LAKE AND PETERSONS RANCH.  AT 900 FT., BY
 QA0700'STEPPINGS SW. IS IRON SEC. COR. POST MARKED --C.C.T. 9N. SEC. 33,
 QA0700'SECS. 4 AND 5, T. 8 N., R. 20 E.--.  ABOUT 90 FT. N. OF IRON POST IN
 QA0700'SECTION CORNER STONE MARKED WITH FOUR SCRATCHES ON E.  IN SIGHTING
 QA0700'THE IRON POST SECTION CORNER, THE SIGHT ALSO PASSES OVER QUARTER SEC.
 QA0700'COR., SMALL IRON POST, BETWEEN SECS. 5 AND 6.
 QA0700'
 QA0700'STATION FOUND AS DESCRIBED.
 QA0700'
 QA0700'REACHED BY HELICOPTER.
 QA0700'
 QA0700'STATION MARK--CHISELED CROSS FOUND AND A STANDARD TABLET STAMPED
 QA0700'---JERRY 1915-1959---, SET IN THE SAME SPOT.
 QA0700'
 QA0700'REFERENCE MARK NO. 1--CHISELED CROSS ON SOLID ROCK, 8.55 FT. FROM THE
 QA0700'STATION, N 73 DEG 02 MIN W.
 QA0700'
 QA0700'REFERENCE MARK NO. 2--DRILL HOLE IN ROCK, 14.05 FT. FROM STATION,
 QA0700'N 02 DEG 38 MIN W.
 QA0700
 QA0700                          STATION RECOVERY (1961)
 QA0700
 QA0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QA0700'RECOVERED AS DESCRIBED.  STATION REACHED BY HELICOPTER.
 QA0700
 QA0700                          STATION RECOVERY (1967)
 QA0700
 QA0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 QA0700'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0694 ***********************************************************************
 QZ0694  DESIGNATION -  JERSEY
 QZ0694  PID         -  QZ0694
 QZ0694  STATE/COUNTY-  ID/IDAHO
 QZ0694  USGS QUAD   -  MACKAY BAR (1995)
 QZ0694
 QZ0694                         *CURRENT SURVEY CONTROL
 QZ0694  ___________________________________________________________________
 QZ0694* NAD 83(1992)-  45 29 11.98879(N)    115 34 13.83185(W)     ADJUSTED  
 QZ0694* NAVD 88     -      2094.5    (meters)    6872.     (feet)  VERTCON   
 QZ0694  ___________________________________________________________________
 QZ0694  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 QZ0694  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 QZ0694
 QZ0694  HORZ ORDER  -  FIRST
 QZ0694
 QZ0694.The horizontal coordinates were established by classical geodetic methods
 QZ0694.and adjusted by the National Geodetic Survey in July 1992..
 QZ0694
 QZ0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0694
 QZ0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0694
 QZ0694.The geoid height was determined by GEOID03.
 QZ0694
 QZ0694;                    North         East     Units Scale Factor Converg.
 QZ0694;SPC ID W     -   424,404.325   814,031.057   MT  0.99993575   +0 07 40.8
 QZ0694;UTM  11      - 5,038,008.667   611,707.754   MT  0.99975342   +1 01 10.0
 QZ0694
 QZ0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0694!SPC ID W     -   0.99967411  x   0.99993575  =   0.99960988
 QZ0694!UTM  11      -   0.99967411  x   0.99975342  =   0.99942761
 QZ0694
 QZ0694|---------------------------------------------------------------------|
 QZ0694| PID    Reference Object                     Distance      Geod. Az  |
 QZ0694|                                                           dddmmss.s |
 QZ0694| CH6829 JERSEY RM 1                          18.181 METERS 10448     |
 QZ0694| QZ0695 MOC                                 APPROX. 7.0 KM 1675135.1 |
 QZ0694| CH6830 JERSEY RM 2                           5.660 METERS 18032     |
 QZ0694| QZ0734 QUARTZITE                                          25610     |
 QZ0694| QZ0693 FM W 18                              27.466 METERS 30019     |
 QZ0694|---------------------------------------------------------------------|
 QZ0694
 QZ0694                          SUPERSEDED SURVEY CONTROL
 QZ0694
 QZ0694  NAD 83(1986)-  45 29 11.99063(N)    115 34 13.82784(W) AD(       ) 1
 QZ0694  NAD 27      -  45 29 12.32662(N)    115 34 10.36860(W) AD(       ) 1
 QZ0694  NGVD 29 (07/19/86) 2093.1    (m)         6867.     (f) VERT ANG       
 QZ0694
 QZ0694.Superseded values are not recommended for survey control.
 QZ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0694.See file dsdata.txt to determine how the superseded data were derived.
 QZ0694
 QZ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL1170838009(NAD 83)
 QZ0694_MARKER: Z = SEE DESCRIPTION
 QZ0694_SETTING: 0 = UNSPECIFIED SETTING
 QZ0694
 QZ0694  HISTORY     - Date     Condition        Report By
 QZ0694  HISTORY     - 1945     MONUMENTED       CGS
 QZ0694  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QZ0694  HISTORY     - 1947     GOOD             USGS
 QZ0694  HISTORY     - 1974     GOOD             USGS
 QZ0694
 QZ0694                          STATION DESCRIPTION
 QZ0694
 QZ0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0694'STATION IS LOCATED ABOUT 3-3/4 MILES SW OF DIXIE RANGER STATION,
 QZ0694'IN THE NEZPERCE NATIONAL FOREST, AT THE SITE OF THE JERSEY
 QZ0694'MOUNTAIN LOOKOUT CABIN.  IT IS SET IN A 2- BY 2-FOOT BOULDER
 QZ0694'THAT PROJECTS ABOUT 2 FEET.  IT IS 70.4 FEET SE OF THE SE CORNER
 QZ0694'OF THE CABIN, 28.8 FEET S OF THE SE CORNER OF THE ROCK WALL, AND
 QZ0694'17.7 FEET S OF WATER SIGNPOST.  IT IS STAMPED JERSEY 1945.
 QZ0694'
 QZ0694'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 QZ0694'A BOULDER.
 QZ0694'
 QZ0694'REFERENCE MARK 1 IS ESE OF THE STATION, 74 FEET SE OF SE CORNER
 QZ0694'OF ROCK WALL, AND 2 FEET S OF TRAIL LEADING TO CABIN.  IT IS
 QZ0694'SET IN A 2- BY 2-FOOT BOULDER THAT PROJECTS ABOUT 2 FEET.
 QZ0694'IT IS STAMPED JERSEY NO 1 1945 AND IS A BRONZE REFERENCE DISK.
 QZ0694'
 QZ0694'REFERENCE MARK 2 IS S OF THE STATION AND 9 FEET E OF TRAIL LEADING
 QZ0694'FROM CABIN TO WATER.  IT IS SET IN A 3- BY 4-FOOT BOULDER THAT
 QZ0694'PROJECTS ABOUT 18 INCHES.  IT IS STAMPED JERSEY NO 2 1945 AND
 QZ0694'IS A BRONZE REFERENCE DISK.
 QZ0694'
 QZ0694'TRIANGULATION STATION MOC IS THE AZIMUTH MARK.
 QZ0694'
 QZ0694'TO REACH FROM DIXIE RANGER STATION FOLLOW THE SALMON RIVER ROAD
 QZ0694'FOR 5.85 MILES TO A SIGN JERSEY MTN. L.O. 3/4 ON THE RIGHT.  FROM
 QZ0694'THIS POINT PACK UP STEEP RIDGE FOR ABOUT 200 YARDS TO A JUNCTION
 QZ0694'WITH ANOTHER TRAIL AT TOP OF RIDGE.  KEEP LEFT AND FOLLOW TRAIL
 QZ0694'TO LOOKOUT AND STATION.  A 30-MINUTE PACK.
 QZ0694
 QZ0694                          STATION RECOVERY (1946)
 QZ0694
 QZ0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0694'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 QZ0694'FOUND IN GOOD CONDITION.  AN ERROR OF APPROXIMATELY 27 DEGREES
 QZ0694'WAS NOTED IN THE DIRECTIONS TO THE REFERENCE MARKS.  THIS WAS
 QZ0694'POSSIBLY DUE TO THE MISTAKEN IDENTITY OF THE INITIAL STATION
 QZ0694'WHICH WAS QUARTZITE.  THE INITIAL STATION USED BY THE RECOVERER
 QZ0694'WAS A LIGHT SHOWN FROM STATION MARSHALL (U.S.G.S.)
 QZ0694'
 QZ0694'A BRONZE DISK OF THE UNITED STATES FOREST SERVICE IS LOCATED NW
 QZ0694'OF THE STATION, 3.1 METERS SW OF THE SW CORNER OF THE CABIN, AND
 QZ0694'1.7 METERS E OF THE ROCK WALL.  THE MARK IS SET IN A DRILL HOLE
 QZ0694'IN A BOULDER 10 BY 25 INCHES WHICH PROJECTS ABOUT 1 FOOT.  THE
 QZ0694'DISK IS STAMPED F M W 18 1928.
 QZ0694'
 QZ0694'TO REACH FROM THE DIXIE RANGER STATION, FOLLOW THE SALMON RIVER
 QZ0694'ROAD FOR 5.85 MILES TO A SIGN ON THE RIGHT JERSEY MTN. L.O. 3/4.
 QZ0694'FROM THIS POINT PROCEED ON FOOT UPGRADE FOR ABOUT 200 YARDS
 QZ0694'TO A JUNCTION WITH ANOTHER TRAIL AT THE TOP OF THE RIDGE.  TURN
 QZ0694'LEFT AND FOLLOW A WELL DEFINED TRAIL FOR ABOUT 3/4 MILE TO THE
 QZ0694'STATION AS DESCRIBED.
 QZ0694
 QZ0694                          STATION RECOVERY (1947)
 QZ0694
 QZ0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 QZ0694'RECOVERED AS DESCRIBED BY NGS.  ALL MARKS IN GOOD CONDITION.  RMS
 QZ0694'AGREE WITH NGS.
 QZ0694
 QZ0694                          STATION RECOVERY (1974)
 QZ0694
 QZ0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0694'RECOVERED AS DESCRIBED BY USGS AND NGS.  NEW TO REACH FOLLOWS.
 QZ0694'
 QZ0694'TO REACH FROM DIXIE GUARD STATION, FOLLOW USFS RD. 222 2.3 MI TO
 QZ0694'RD. FORK.  TURN RIGHT AS PER SIGN
 QZ0694'JERSEY MTN LOOKOUT 4, MACKAY BAR 20 4.2 MI TO T-RD. RIGHT AND
 QZ0694'SIGN 1 JERSEY MTN LO.  TURN RIGHT 1 MI TO TOP, LOT AND STATION.
 QZ0694'
 QZ0694'NOTE--LOT ON TOP IS NOT IN USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0027 ***********************************************************************
 SV0027  DESIGNATION -  JHF 12
 SV0027  PID         -  SV0027
 SV0027  STATE/COUNTY-  ID/SHOSHONE
 SV0027  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV0027
 SV0027                         *CURRENT SURVEY CONTROL
 SV0027  ___________________________________________________________________
 SV0027* NAD 83(1986)-  47 52 44.     (N)    116 12 30.     (W)     SCALED    
 SV0027* NAVD 88     -       882.111  (meters)    2894.06   (feet)  ADJUSTED  
 SV0027  ___________________________________________________________________
 SV0027  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 SV0027  DYNAMIC HT  -         882.110 (meters)    2894.06  (feet)  COMP
 SV0027  MODELED GRAV-     980,581.4   (mgal)                       NAVD 88
 SV0027
 SV0027  VERT ORDER  -  SECOND    CLASS 0
 SV0027
 SV0027.The horizontal coordinates were scaled from a topographic map and have
 SV0027.an estimated accuracy of +/- 6 seconds.
 SV0027
 SV0027.The orthometric height was determined by differential leveling
 SV0027.and adjusted by the National Geodetic Survey in June 1991..
 SV0027
 SV0027.The geoid height was determined by GEOID03.
 SV0027
 SV0027.The dynamic height is computed by dividing the NAVD 88
 SV0027.geopotential number by the normal gravity value computed on the
 SV0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0027.degrees latitude (g = 980.6199 gals.).
 SV0027
 SV0027.The modeled gravity was interpolated from observed gravity values.
 SV0027
 SV0027;                    North         East    Units  Estimated Accuracy
 SV0027;SPC ID W     -   690,400.      765,720.      MT  (+/- 180 meters Scaled)
 SV0027
 SV0027                          SUPERSEDED SURVEY CONTROL
 SV0027
 SV0027  NGVD 29 (??/??/92)  880.951  (m)         2890.25   (f) ADJ UNCH    2 0
 SV0027
 SV0027.Superseded values are not recommended for survey control.
 SV0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0027.See file dsdata.txt to determine how the superseded data were derived.
 SV0027
 SV0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP591031(NAD 83)
 SV0027_MARKER: DD = SURVEY DISK
 SV0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0027_STAMPING: JHF 12 2890 1947
 SV0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0027+STABILITY: SURFACE MOTION
 SV0027
 SV0027  HISTORY     - Date     Condition        Report By
 SV0027  HISTORY     - 1947     MONUMENTED       USGS
 SV0027  HISTORY     - 1958     GOOD             NGS
 SV0027  HISTORY     - 1983     MARK NOT FOUND   NGS
 SV0027
 SV0027                          STATION DESCRIPTION
 SV0027
 SV0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0027'4.1 MI NE FROM MAGEE RANGER STATION.
 SV0027'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0027'0.05 MILE NORTHEAST OF A BRIDGE OVER INDEPENDENCE CREEK, 44 FEET SOUTH
 SV0027'OF THE CENTER OF THE JUNCTION OF GRAVEL ROADS NORTH AND EAST, 29 FEET
 SV0027'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 199.3 FEET
 SV0027'SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM BENCH MARK G 116, 1.9 FEET
 SV0027'NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND
 SV0027'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 SV0027'GROUND.
 SV0027
 SV0027                          STATION RECOVERY (1983)
 SV0027
 SV0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0024 ***********************************************************************
 SV0024  DESIGNATION -  JHF 13
 SV0024  PID         -  SV0024
 SV0024  STATE/COUNTY-  ID/SHOSHONE
 SV0024  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV0024
 SV0024                         *CURRENT SURVEY CONTROL
 SV0024  ___________________________________________________________________
 SV0024* NAD 83(1986)-  47 53 45.     (N)    116 12 47.     (W)     SCALED    
 SV0024* NAVD 88     -      1117.885  (meters)    3667.59   (feet)  ADJUSTED  
 SV0024  ___________________________________________________________________
 SV0024  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 SV0024  DYNAMIC HT  -        1117.876 (meters)    3667.56  (feet)  COMP
 SV0024  MODELED GRAV-     980,564.3   (mgal)                       NAVD 88
 SV0024
 SV0024  VERT ORDER  -  SECOND    CLASS 0
 SV0024
 SV0024.The horizontal coordinates were scaled from a topographic map and have
 SV0024.an estimated accuracy of +/- 6 seconds.
 SV0024
 SV0024.The orthometric height was determined by differential leveling
 SV0024.and adjusted by the National Geodetic Survey in June 1991..
 SV0024
 SV0024.The geoid height was determined by GEOID03.
 SV0024
 SV0024.The dynamic height is computed by dividing the NAVD 88
 SV0024.geopotential number by the normal gravity value computed on the
 SV0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0024.degrees latitude (g = 980.6199 gals.).
 SV0024
 SV0024.The modeled gravity was interpolated from observed gravity values.
 SV0024
 SV0024;                    North         East    Units  Estimated Accuracy
 SV0024;SPC ID W     -   692,290.      765,380.      MT  (+/- 180 meters Scaled)
 SV0024
 SV0024                          SUPERSEDED SURVEY CONTROL
 SV0024
 SV0024  NGVD 29 (??/??/92) 1116.723  (m)         3663.78   (f) ADJ UNCH    2 0
 SV0024
 SV0024.Superseded values are not recommended for survey control.
 SV0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0024.See file dsdata.txt to determine how the superseded data were derived.
 SV0024
 SV0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP588050(NAD 83)
 SV0024_MARKER: DD = SURVEY DISK
 SV0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0024_STAMPING: JHF 13 3664 1947
 SV0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0024+STABILITY: SURFACE MOTION
 SV0024
 SV0024  HISTORY     - Date     Condition        Report By
 SV0024  HISTORY     - 1947     MONUMENTED       USGS
 SV0024  HISTORY     - 1958     GOOD             NGS
 SV0024
 SV0024                          STATION DESCRIPTION
 SV0024
 SV0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0024'6.2 MI N FROM MAGEE RANGER STATION.
 SV0024'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0024'THENCE 2.1 MILES NORTH ALONG A DIRT ROAD, 110 YARDS NORTHEAST OF THE
 SV0024'CENTER OF A HORSESHOE CURVE, ON A RIDGE, AT A POINT WHERE THE RIDGE
 SV0024'BEGINS TO CLIMB, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.6
 SV0024'FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD,
 SV0024'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 SV0024'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0022 ***********************************************************************
 SV0022  DESIGNATION -  JHF 14
 SV0022  PID         -  SV0022
 SV0022  STATE/COUNTY-  ID/SHOSHONE
 SV0022  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV0022
 SV0022                         *CURRENT SURVEY CONTROL
 SV0022  ___________________________________________________________________
 SV0022* NAD 83(1986)-  47 54 26.     (N)    116 12 12.     (W)     SCALED    
 SV0022* NAVD 88     -      1311.806  (meters)    4303.82   (feet)  ADJUSTED  
 SV0022  ___________________________________________________________________
 SV0022  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 SV0022  DYNAMIC HT  -        1311.786 (meters)    4303.75  (feet)  COMP
 SV0022  MODELED GRAV-     980,549.6   (mgal)                       NAVD 88
 SV0022
 SV0022  VERT ORDER  -  SECOND    CLASS 0
 SV0022
 SV0022.The horizontal coordinates were scaled from a topographic map and have
 SV0022.an estimated accuracy of +/- 6 seconds.
 SV0022
 SV0022.The orthometric height was determined by differential leveling
 SV0022.and adjusted by the National Geodetic Survey in June 1991..
 SV0022
 SV0022.The geoid height was determined by GEOID03.
 SV0022
 SV0022.The dynamic height is computed by dividing the NAVD 88
 SV0022.geopotential number by the normal gravity value computed on the
 SV0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0022.degrees latitude (g = 980.6199 gals.).
 SV0022
 SV0022.The modeled gravity was interpolated from observed gravity values.
 SV0022
 SV0022;                    North         East    Units  Estimated Accuracy
 SV0022;SPC ID W     -   693,550.      766,110.      MT  (+/- 180 meters Scaled)
 SV0022
 SV0022                          SUPERSEDED SURVEY CONTROL
 SV0022
 SV0022  NGVD 29 (??/??/92) 1310.641  (m)         4299.99   (f) ADJ UNCH    2 0
 SV0022
 SV0022.Superseded values are not recommended for survey control.
 SV0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0022.See file dsdata.txt to determine how the superseded data were derived.
 SV0022
 SV0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP595062(NAD 83)
 SV0022_MARKER: DD = SURVEY DISK
 SV0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0022_STAMPING: JHF 14 4800 1947
 SV0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0022+STABILITY: SURFACE MOTION
 SV0022
 SV0022  HISTORY     - Date     Condition        Report By
 SV0022  HISTORY     - 1947     MONUMENTED       USGS
 SV0022  HISTORY     - 1958     GOOD             NGS
 SV0022
 SV0022                          STATION DESCRIPTION
 SV0022
 SV0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0022'7.75 MI N FROM MAGEE RANGER STATION.
 SV0022'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0022'THENCE 3.65 MILES NORTH ALONG A DIRT ROAD, NEAR THE SUMMIT OF A GRADE,
 SV0022'AT A POINT WHERE TRAIL NO. 54 LEAVES THE ROAD, 12 FEET SOUTHEAST OF
 SV0022'THE CENTER LINE OF THE ROAD, 4 FEET NORTHEAST OF A POST SUPPORTING A
 SV0022'TRAIL NO 54 TEPEE RD SIGN, 0.8 FOOT NORTHWEST OF A WITNESS POST, ABOUT
 SV0022'1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SV0022'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0020 ***********************************************************************
 SV0020  DESIGNATION -  JHF 15
 SV0020  PID         -  SV0020
 SV0020  STATE/COUNTY-  ID/SHOSHONE
 SV0020  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV0020
 SV0020                         *CURRENT SURVEY CONTROL
 SV0020  ___________________________________________________________________
 SV0020* NAD 83(1986)-  47 55 47.     (N)    116 11 15.     (W)     SCALED    
 SV0020* NAVD 88     -      1353.764  (meters)    4441.47   (feet)  ADJUSTED  
 SV0020  ___________________________________________________________________
 SV0020  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 SV0020  DYNAMIC HT  -        1353.705 (meters)    4441.28  (feet)  COMP
 SV0020  MODELED GRAV-     980,519.7   (mgal)                       NAVD 88
 SV0020
 SV0020  VERT ORDER  -  SECOND    CLASS 0
 SV0020
 SV0020.The horizontal coordinates were scaled from a topographic map and have
 SV0020.an estimated accuracy of +/- 6 seconds.
 SV0020
 SV0020.The orthometric height was determined by differential leveling
 SV0020.and adjusted by the National Geodetic Survey in June 1991..
 SV0020
 SV0020.The geoid height was determined by GEOID03.
 SV0020
 SV0020.The dynamic height is computed by dividing the NAVD 88
 SV0020.geopotential number by the normal gravity value computed on the
 SV0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0020.degrees latitude (g = 980.6199 gals.).
 SV0020
 SV0020.The modeled gravity was interpolated from observed gravity values.
 SV0020
 SV0020;                    North         East    Units  Estimated Accuracy
 SV0020;SPC ID W     -   696,050.      767,310.      MT  (+/- 180 meters Scaled)
 SV0020
 SV0020                          SUPERSEDED SURVEY CONTROL
 SV0020
 SV0020  NGVD 29 (??/??/92) 1352.562  (m)         4437.53   (f) ADJ UNCH    2 0
 SV0020
 SV0020.Superseded values are not recommended for survey control.
 SV0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0020.See file dsdata.txt to determine how the superseded data were derived.
 SV0020
 SV0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP606088(NAD 83)
 SV0020_MARKER: DD = SURVEY DISK
 SV0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0020_STAMPING: JHF 15 4437 1947
 SV0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0020+STABILITY: SURFACE MOTION
 SV0020
 SV0020  HISTORY     - Date     Condition        Report By
 SV0020  HISTORY     - 1947     MONUMENTED       USGS
 SV0020  HISTORY     - 1958     GOOD             NGS
 SV0020
 SV0020                          STATION DESCRIPTION
 SV0020
 SV0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0020'9.8 MI N FROM MAGEE RANGER STATION.
 SV0020'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0020'THENCE 5.7 MILES NORTH ALONG A DIRT ROAD, AT THE JUNCTION OF A TRACK
 SV0020'ROAD EAST, 28 1/2 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 6 1/2
 SV0020'FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 1.2 FEET WEST OF A
 SV0020'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 SV0020'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0017 ***********************************************************************
 SV0017  DESIGNATION -  JHF 16
 SV0017  PID         -  SV0017
 SV0017  STATE/COUNTY-  ID/SHOSHONE
 SV0017  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV0017
 SV0017                         *CURRENT SURVEY CONTROL
 SV0017  ___________________________________________________________________
 SV0017* NAD 83(1986)-  47 57 03.     (N)    116 12 22.     (W)     SCALED    
 SV0017* NAVD 88     -      1316.045  (meters)    4317.72   (feet)  ADJUSTED  
 SV0017  ___________________________________________________________________
 SV0017  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 SV0017  DYNAMIC HT  -        1315.952 (meters)    4317.42  (feet)  COMP
 SV0017  MODELED GRAV-     980,494.3   (mgal)                       NAVD 88
 SV0017
 SV0017  VERT ORDER  -  SECOND    CLASS 0
 SV0017
 SV0017.The horizontal coordinates were scaled from a topographic map and have
 SV0017.an estimated accuracy of +/- 6 seconds.
 SV0017
 SV0017.The orthometric height was determined by differential leveling
 SV0017.and adjusted by the National Geodetic Survey in June 1991..
 SV0017
 SV0017.The geoid height was determined by GEOID03.
 SV0017
 SV0017.The dynamic height is computed by dividing the NAVD 88
 SV0017.geopotential number by the normal gravity value computed on the
 SV0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0017.degrees latitude (g = 980.6199 gals.).
 SV0017
 SV0017.The modeled gravity was interpolated from observed gravity values.
 SV0017
 SV0017;                    North         East    Units  Estimated Accuracy
 SV0017;SPC ID W     -   698,400.      765,930.      MT  (+/- 180 meters Scaled)
 SV0017
 SV0017                          SUPERSEDED SURVEY CONTROL
 SV0017
 SV0017  NGVD 29 (??/??/92) 1314.802  (m)         4313.65   (f) ADJ UNCH    2 0
 SV0017
 SV0017.Superseded values are not recommended for survey control.
 SV0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0017.See file dsdata.txt to determine how the superseded data were derived.
 SV0017
 SV0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP592111(NAD 83)
 SV0017_MARKER: DD = SURVEY DISK
 SV0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0017_STAMPING: JHF 16 4313 1947
 SV0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0017+STABILITY: SURFACE MOTION
 SV0017
 SV0017  HISTORY     - Date     Condition        Report By
 SV0017  HISTORY     - 1947     MONUMENTED       USGS
 SV0017  HISTORY     - 1958     GOOD             NGS
 SV0017
 SV0017                          STATION DESCRIPTION
 SV0017
 SV0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0017'11.75 MI N FROM MAGEE RANGER STATION.
 SV0017'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0017'THENCE 6.65 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE WEST ALONG
 SV0017'A DIRT ROAD, IN THE CENTER OF A TRIANGLE, 37.6 FEET SOUTHWEST AND
 SV0017'ACROSS THE ROAD FROM BENCH MARK W 123, 15 FEET SOUTHWEST OF THE CENTER
 SV0017'LINE OF A NORTHWEST-SOUTHEAST ROAD, 3 1/2 FEET WEST OF A MAGEE R.S. 11
 SV0017'SIGN, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SV0017'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS LOOSE IN
 SV0017'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0015 ***********************************************************************
 SV0015  DESIGNATION -  JHF 17
 SV0015  PID         -  SV0015
 SV0015  STATE/COUNTY-  ID/SHOSHONE
 SV0015  USGS QUAD   -  CATHEDRAL PEAK (1996)
 SV0015
 SV0015                         *CURRENT SURVEY CONTROL
 SV0015  ___________________________________________________________________
 SV0015* NAD 83(1986)-  47 57 03.     (N)    116 14 02.     (W)     SCALED    
 SV0015* NAVD 88     -      1265.807  (meters)    4152.90   (feet)  ADJUSTED  
 SV0015  ___________________________________________________________________
 SV0015  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 SV0015  DYNAMIC HT  -        1265.714 (meters)    4152.60  (feet)  COMP
 SV0015  MODELED GRAV-     980,494.2   (mgal)                       NAVD 88
 SV0015
 SV0015  VERT ORDER  -  SECOND    CLASS 0
 SV0015
 SV0015.The horizontal coordinates were scaled from a topographic map and have
 SV0015.an estimated accuracy of +/- 6 seconds.
 SV0015
 SV0015.The orthometric height was determined by differential leveling
 SV0015.and adjusted by the National Geodetic Survey in June 1991..
 SV0015
 SV0015.The geoid height was determined by GEOID03.
 SV0015
 SV0015.The dynamic height is computed by dividing the NAVD 88
 SV0015.geopotential number by the normal gravity value computed on the
 SV0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0015.degrees latitude (g = 980.6199 gals.).
 SV0015
 SV0015.The modeled gravity was interpolated from observed gravity values.
 SV0015
 SV0015;                    North         East    Units  Estimated Accuracy
 SV0015;SPC ID W     -   698,410.      763,860.      MT  (+/- 180 meters Scaled)
 SV0015
 SV0015                          SUPERSEDED SURVEY CONTROL
 SV0015
 SV0015  NGVD 29 (??/??/92) 1264.562  (m)         4148.82   (f) ADJ UNCH    2 0
 SV0015
 SV0015.Superseded values are not recommended for survey control.
 SV0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0015.See file dsdata.txt to determine how the superseded data were derived.
 SV0015
 SV0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP572111(NAD 83)
 SV0015_MARKER: DD = SURVEY DISK
 SV0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0015_STAMPING: JHF 17 4149 1947
 SV0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0015+STABILITY: SURFACE MOTION
 SV0015
 SV0015  HISTORY     - Date     Condition        Report By
 SV0015  HISTORY     - 1947     MONUMENTED       USGS
 SV0015  HISTORY     - 1958     GOOD             NGS
 SV0015
 SV0015                          STATION DESCRIPTION
 SV0015
 SV0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0015'13.55 MI N FROM MAGEE RANGER STATION.
 SV0015'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0015'THENCE 6.65 MILES NORTH ALONG A DIRT ROAD, THENCE 2.8 MILES WEST ALONG
 SV0015'A DIRT ROAD, AT THE WEST END OF A CURVE, NEAR A POINT WHERE
 SV0015'INDEPENDENCE CREEK TRAIL NO. 56 LEAVES THE ROAD, 21 FEET NORTH OF THE
 SV0015'CENTER LINE OF THE ROAD, 86 FEET WEST OF A POST SUPPORTING AN
 SV0015'INDEPENDENCE CR. TR. NO. 56 SIGN, 1.4 FEET SOUTH OF A WITNESS POST,
 SV0015'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SV0015'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0013 ***********************************************************************
 SV0013  DESIGNATION -  JHF 18
 SV0013  PID         -  SV0013
 SV0013  STATE/COUNTY-  ID/SHOSHONE
 SV0013  USGS QUAD   -  FASET PEAK (1996)
 SV0013
 SV0013                         *CURRENT SURVEY CONTROL
 SV0013  ___________________________________________________________________
 SV0013* NAD 83(1986)-  47 57 40.     (N)    116 15 06.     (W)     SCALED    
 SV0013* NAVD 88     -      1310.801  (meters)    4300.52   (feet)  ADJUSTED  
 SV0013  ___________________________________________________________________
 SV0013  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 SV0013  DYNAMIC HT  -        1310.692 (meters)    4300.16  (feet)  COMP
 SV0013  MODELED GRAV-     980,483.2   (mgal)                       NAVD 88
 SV0013
 SV0013  VERT ORDER  -  SECOND    CLASS 0
 SV0013
 SV0013.The horizontal coordinates were scaled from a topographic map and have
 SV0013.an estimated accuracy of +/- 6 seconds.
 SV0013
 SV0013.The orthometric height was determined by differential leveling
 SV0013.and adjusted by the National Geodetic Survey in June 1991..
 SV0013
 SV0013.The geoid height was determined by GEOID03.
 SV0013
 SV0013.The dynamic height is computed by dividing the NAVD 88
 SV0013.geopotential number by the normal gravity value computed on the
 SV0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0013.degrees latitude (g = 980.6199 gals.).
 SV0013
 SV0013.The modeled gravity was interpolated from observed gravity values.
 SV0013
 SV0013;                    North         East    Units  Estimated Accuracy
 SV0013;SPC ID W     -   699,570.      762,540.      MT  (+/- 180 meters Scaled)
 SV0013
 SV0013                          SUPERSEDED SURVEY CONTROL
 SV0013
 SV0013  NGVD 29 (??/??/92) 1309.544  (m)         4296.40   (f) ADJ UNCH    2 0
 SV0013
 SV0013.Superseded values are not recommended for survey control.
 SV0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0013.See file dsdata.txt to determine how the superseded data were derived.
 SV0013
 SV0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP558122(NAD 83)
 SV0013_MARKER: DD = SURVEY DISK
 SV0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0013_STAMPING: JHF 18 4297 1947
 SV0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0013+STABILITY: SURFACE MOTION
 SV0013
 SV0013  HISTORY     - Date     Condition        Report By
 SV0013  HISTORY     - 1947     MONUMENTED       USGS
 SV0013  HISTORY     - 1958     GOOD             NGS
 SV0013
 SV0013                          STATION DESCRIPTION
 SV0013
 SV0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0013'16.0 MI NW FROM MAGEE RANGER STATION.
 SV0013'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0013'THENCE 6.65 MILES NORTH ALONG A DIRT ROAD, THENCE 5.25 MILES WEST
 SV0013'ALONG A DIRT ROAD, IN A PROMINENT SADDLE, 65 YARDS SOUTH OF THE CENTER
 SV0013'OF A CURVE, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET WEST
 SV0013'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SV0013'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0011 ***********************************************************************
 SV0011  DESIGNATION -  JHF 19
 SV0011  PID         -  SV0011
 SV0011  STATE/COUNTY-  ID/SHOSHONE
 SV0011  USGS QUAD   -  FASET PEAK (1996)
 SV0011
 SV0011                         *CURRENT SURVEY CONTROL
 SV0011  ___________________________________________________________________
 SV0011* NAD 83(1986)-  47 58 01.     (N)    116 16 08.     (W)     SCALED    
 SV0011* NAVD 88     -      1364.630  (meters)    4477.12   (feet)  ADJUSTED  
 SV0011  ___________________________________________________________________
 SV0011  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 SV0011  DYNAMIC HT  -        1364.509 (meters)    4476.73  (feet)  COMP
 SV0011  MODELED GRAV-     980,475.4   (mgal)                       NAVD 88
 SV0011
 SV0011  VERT ORDER  -  SECOND    CLASS 0
 SV0011
 SV0011.The horizontal coordinates were scaled from a topographic map and have
 SV0011.an estimated accuracy of +/- 6 seconds.
 SV0011
 SV0011.The orthometric height was determined by differential leveling
 SV0011.and adjusted by the National Geodetic Survey in June 1991..
 SV0011
 SV0011.The geoid height was determined by GEOID03.
 SV0011
 SV0011.The dynamic height is computed by dividing the NAVD 88
 SV0011.geopotential number by the normal gravity value computed on the
 SV0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0011.degrees latitude (g = 980.6199 gals.).
 SV0011
 SV0011.The modeled gravity was interpolated from observed gravity values.
 SV0011
 SV0011;                    North         East    Units  Estimated Accuracy
 SV0011;SPC ID W     -   700,220.      761,260.      MT  (+/- 180 meters Scaled)
 SV0011
 SV0011                          SUPERSEDED SURVEY CONTROL
 SV0011
 SV0011  NGVD 29 (??/??/92) 1363.368  (m)         4472.98   (f) ADJ UNCH    2 0
 SV0011
 SV0011.Superseded values are not recommended for survey control.
 SV0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0011.See file dsdata.txt to determine how the superseded data were derived.
 SV0011
 SV0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP545128(NAD 83)
 SV0011_MARKER: DD = SURVEY DISK
 SV0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0011_STAMPING: JHF 19 4473 1947
 SV0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0011+STABILITY: SURFACE MOTION
 SV0011
 SV0011  HISTORY     - Date     Condition        Report By
 SV0011  HISTORY     - 1947     MONUMENTED       USGS
 SV0011  HISTORY     - 1958     GOOD             NGS
 SV0011
 SV0011                          STATION DESCRIPTION
 SV0011
 SV0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0011'17.3 MI NW FROM MAGEE RANGER STATION.
 SV0011'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0011'THENCE 6.65 MILES NORTH ALONG A DIRT ROAD, THENCE 6.55 MILES WEST
 SV0011'ALONG A DIRT ROAD, IN A SADDLE, ON THE OUTSIDE OF A LONG CURVE, 21
 SV0011'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET WEST OF A WITNESS
 SV0011'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 SV0011'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0009 ***********************************************************************
 SV0009  DESIGNATION -  JHF 20
 SV0009  PID         -  SV0009
 SV0009  STATE/COUNTY-  ID/SHOSHONE
 SV0009  USGS QUAD   -  FASET PEAK (1996)
 SV0009
 SV0009                         *CURRENT SURVEY CONTROL
 SV0009  ___________________________________________________________________
 SV0009* NAD 83(1986)-  47 58 11.     (N)    116 17 25.     (W)     SCALED    
 SV0009* NAVD 88     -      1286.448  (meters)    4220.62   (feet)  ADJUSTED  
 SV0009  ___________________________________________________________________
 SV0009  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 SV0009  DYNAMIC HT  -        1286.321 (meters)    4220.20  (feet)  COMP
 SV0009  MODELED GRAV-     980,468.3   (mgal)                       NAVD 88
 SV0009
 SV0009  VERT ORDER  -  SECOND    CLASS 0
 SV0009
 SV0009.The horizontal coordinates were scaled from a topographic map and have
 SV0009.an estimated accuracy of +/- 6 seconds.
 SV0009
 SV0009.The orthometric height was determined by differential leveling
 SV0009.and adjusted by the National Geodetic Survey in June 1991..
 SV0009
 SV0009.The geoid height was determined by GEOID03.
 SV0009
 SV0009.The dynamic height is computed by dividing the NAVD 88
 SV0009.geopotential number by the normal gravity value computed on the
 SV0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0009.degrees latitude (g = 980.6199 gals.).
 SV0009
 SV0009.The modeled gravity was interpolated from observed gravity values.
 SV0009
 SV0009;                    North         East    Units  Estimated Accuracy
 SV0009;SPC ID W     -   700,540.      759,660.      MT  (+/- 180 meters Scaled)
 SV0009
 SV0009                          SUPERSEDED SURVEY CONTROL
 SV0009
 SV0009  NGVD 29 (??/??/92) 1285.170  (m)         4216.43   (f) ADJ UNCH    2 0
 SV0009
 SV0009.Superseded values are not recommended for survey control.
 SV0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0009.See file dsdata.txt to determine how the superseded data were derived.
 SV0009
 SV0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP529131(NAD 83)
 SV0009_MARKER: DD = SURVEY DISK
 SV0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0009_STAMPING: JHF 20 4217 1947
 SV0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0009+STABILITY: SURFACE MOTION
 SV0009
 SV0009  HISTORY     - Date     Condition        Report By
 SV0009  HISTORY     - 1947     MONUMENTED       USGS
 SV0009  HISTORY     - 1958     GOOD             NGS
 SV0009
 SV0009                          STATION DESCRIPTION
 SV0009
 SV0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0009'18.75 MI NW FROM MAGEE RANGER STATION.
 SV0009'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0009'THENCE 6.65 MILES NORTH ALONG A DIRT ROAD, THENCE 8.0 MILES WEST ALONG
 SV0009'A DIRT ROAD, 26 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 SV0009'TRACK ROAD LEADING TO BISHOP SPRINGS CAMP, 20 FEET NORTH OF THE CENTER
 SV0009'LINE OF THE MAIN ROAD, 48 FEET NORTHEAST AND ACROSS THE ROAD FROM A
 SV0009'POST SUPPORTING A BISHOP SPRINGS CAMP SIGN, 1.1 FEET SOUTHWEST OF A
 SV0009'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SV0009'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0007 ***********************************************************************
 SV0007  DESIGNATION -  JHF 21
 SV0007  PID         -  SV0007
 SV0007  STATE/COUNTY-  ID/SHOSHONE
 SV0007  USGS QUAD   -  FASET PEAK (1996)
 SV0007
 SV0007                         *CURRENT SURVEY CONTROL
 SV0007  ___________________________________________________________________
 SV0007* NAD 83(1986)-  47 58 44.     (N)    116 18 44.     (W)     SCALED    
 SV0007* NAVD 88     -      1418.587  (meters)    4654.15   (feet)  ADJUSTED  
 SV0007  ___________________________________________________________________
 SV0007  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 SV0007  DYNAMIC HT  -        1418.442 (meters)    4653.67  (feet)  COMP
 SV0007  MODELED GRAV-     980,459.5   (mgal)                       NAVD 88
 SV0007
 SV0007  VERT ORDER  -  SECOND    CLASS 0
 SV0007
 SV0007.The horizontal coordinates were scaled from a topographic map and have
 SV0007.an estimated accuracy of +/- 6 seconds.
 SV0007
 SV0007.The orthometric height was determined by differential leveling
 SV0007.and adjusted by the National Geodetic Survey in June 1991..
 SV0007
 SV0007.The geoid height was determined by GEOID03.
 SV0007
 SV0007.The dynamic height is computed by dividing the NAVD 88
 SV0007.geopotential number by the normal gravity value computed on the
 SV0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0007.degrees latitude (g = 980.6199 gals.).
 SV0007
 SV0007.The modeled gravity was interpolated from observed gravity values.
 SV0007
 SV0007;                    North         East    Units  Estimated Accuracy
 SV0007;SPC ID W     -   701,570.      758,030.      MT  (+/- 180 meters Scaled)
 SV0007
 SV0007                          SUPERSEDED SURVEY CONTROL
 SV0007
 SV0007  NGVD 29 (??/??/92) 1417.305  (m)         4649.94   (f) ADJ UNCH    2 0
 SV0007
 SV0007.Superseded values are not recommended for survey control.
 SV0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0007.See file dsdata.txt to determine how the superseded data were derived.
 SV0007
 SV0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP513141(NAD 83)
 SV0007_MARKER: DD = SURVEY DISK
 SV0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0007_STAMPING: JHF 21 1947 4650
 SV0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0007+STABILITY: SURFACE MOTION
 SV0007
 SV0007  HISTORY     - Date     Condition        Report By
 SV0007  HISTORY     - 1947     MONUMENTED       USGS
 SV0007  HISTORY     - 1958     GOOD             NGS
 SV0007
 SV0007                          STATION DESCRIPTION
 SV0007
 SV0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0007'20.8 MI NW FROM MAGEE RANGER STATION.
 SV0007'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0007'THENCE 6.65 MILES NORTH ALONG A DIRT ROAD, THENCE 10.05 MILES WEST
 SV0007'ALONG A DIRT ROAD, 0.52 MILE EAST OF THE BONNER-SHOSHONE COUNTY LINE,
 SV0007'AT THE CROSSING OF A TELEPHONE LINE, 14 FEET NORTH OF THE CENTER LINE
 SV0007'OF THE ROAD,1.5 FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER
 SV0007'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOVE
 SV0007'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0005 ***********************************************************************
 SV0005  DESIGNATION -  JHF 22
 SV0005  PID         -  SV0005
 SV0005  STATE/COUNTY-  ID/BONNER
 SV0005  USGS QUAD   -  FASET PEAK (1996)
 SV0005
 SV0005                         *CURRENT SURVEY CONTROL
 SV0005  ___________________________________________________________________
 SV0005* NAD 83(1986)-  47 59 07.     (N)    116 20 18.     (W)     SCALED    
 SV0005* NAVD 88     -      1529.965  (meters)    5019.56   (feet)  ADJUSTED  
 SV0005  ___________________________________________________________________
 SV0005  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 SV0005  DYNAMIC HT  -        1529.817 (meters)    5019.07  (feet)  COMP
 SV0005  MODELED GRAV-     980,460.2   (mgal)                       NAVD 88
 SV0005
 SV0005  VERT ORDER  -  SECOND    CLASS 0
 SV0005
 SV0005.The horizontal coordinates were scaled from a topographic map and have
 SV0005.an estimated accuracy of +/- 6 seconds.
 SV0005
 SV0005.The orthometric height was determined by differential leveling
 SV0005.and adjusted by the National Geodetic Survey in June 1991..
 SV0005
 SV0005.The geoid height was determined by GEOID03.
 SV0005
 SV0005.The dynamic height is computed by dividing the NAVD 88
 SV0005.geopotential number by the normal gravity value computed on the
 SV0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0005.degrees latitude (g = 980.6199 gals.).
 SV0005
 SV0005.The modeled gravity was interpolated from observed gravity values.
 SV0005
 SV0005;                    North         East    Units  Estimated Accuracy
 SV0005;SPC ID W     -   702,300.      756,090.      MT  (+/- 180 meters Scaled)
 SV0005
 SV0005                          SUPERSEDED SURVEY CONTROL
 SV0005
 SV0005  NGVD 29 (??/??/92) 1528.697  (m)         5015.40   (f) ADJ UNCH    2 0
 SV0005
 SV0005.Superseded values are not recommended for survey control.
 SV0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0005.See file dsdata.txt to determine how the superseded data were derived.
 SV0005
 SV0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP493148(NAD 83)
 SV0005_MARKER: DD = SURVEY DISK
 SV0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0005_STAMPING: JHF 22 5015 1947
 SV0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0005+STABILITY: SURFACE MOTION
 SV0005
 SV0005  HISTORY     - Date     Condition        Report By
 SV0005  HISTORY     - 1947     MONUMENTED       USGS
 SV0005  HISTORY     - 1958     GOOD             NGS
 SV0005
 SV0005                          STATION DESCRIPTION
 SV0005
 SV0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SV0005'22.25 MI NW FROM MAGEE RANGER STATION.
 SV0005'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0005'THENCE 6.65 MILES NORTH ALONG A DIRT ROAD, THENCE 11.5 MILES WEST
 SV0005'ALONG A DIRT ROAD, 38 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 SV0005'A NORTH-SOUTH DIRT ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE MAIN
 SV0005'ROAD, 15 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 9 1/2
 SV0005'FEET NORTH OF A POST SUPPORTING A MILEAGE SIGN, 1.8 FEET SOUTH OF A
 SV0005'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 SV0005'OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0787 ***********************************************************************
 TO0787  DESIGNATION -  JHF 23
 TO0787  PID         -  TO0787
 TO0787  STATE/COUNTY-  ID/BONNER
 TO0787  USGS QUAD   -  PACKSADDLE MOUNTAIN (1996)
 TO0787
 TO0787                         *CURRENT SURVEY CONTROL
 TO0787  ___________________________________________________________________
 TO0787* NAD 83(1986)-  48 00 26.     (N)    116 20 14.     (W)     SCALED    
 TO0787* NAVD 88     -      1538.176  (meters)    5046.50   (feet)  ADJUSTED  
 TO0787  ___________________________________________________________________
 TO0787  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 TO0787  DYNAMIC HT  -        1538.026 (meters)    5046.01  (feet)  COMP
 TO0787  MODELED GRAV-     980,458.8   (mgal)                       NAVD 88
 TO0787
 TO0787  VERT ORDER  -  SECOND    CLASS 0
 TO0787
 TO0787.The horizontal coordinates were scaled from a topographic map and have
 TO0787.an estimated accuracy of +/- 6 seconds.
 TO0787
 TO0787.The orthometric height was determined by differential leveling
 TO0787.and adjusted by the National Geodetic Survey in June 1991..
 TO0787
 TO0787.The geoid height was determined by GEOID03.
 TO0787
 TO0787.The dynamic height is computed by dividing the NAVD 88
 TO0787.geopotential number by the normal gravity value computed on the
 TO0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0787.degrees latitude (g = 980.6199 gals.).
 TO0787
 TO0787.The modeled gravity was interpolated from observed gravity values.
 TO0787
 TO0787;                    North         East    Units  Estimated Accuracy
 TO0787;SPC ID W     -   704,740.      756,190.      MT  (+/- 180 meters Scaled)
 TO0787
 TO0787                          SUPERSEDED SURVEY CONTROL
 TO0787
 TO0787  NGVD 29 (??/??/92) 1536.91   (m)         5042.3    (f) COMPUTED    2 0
 TO0787
 TO0787.Superseded values are not recommended for survey control.
 TO0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0787.See file dsdata.txt to determine how the superseded data were derived.
 TO0787
 TO0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP494173(NAD 83)
 TO0787_MARKER: DD = SURVEY DISK
 TO0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0787_STAMPING: JHF 23 5042 1947
 TO0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0787+STABILITY: SURFACE MOTION
 TO0787
 TO0787  HISTORY     - Date     Condition        Report By
 TO0787  HISTORY     - 1947     MONUMENTED       USGS
 TO0787  HISTORY     - 1958     GOOD             NGS
 TO0787
 TO0787                          STATION DESCRIPTION
 TO0787
 TO0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TO0787'24.2 MI NW FROM MAGEE RANGER STATION.
 TO0787'4.1 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 TO0787'THENCE 6.65 MILES NORTH ALONG A DIRT ROAD, THENCE 11.5 MILES WEST
 TO0787'ALONG A DIRT ROAD, THENCE 1.95 MILES NORTH ALONG A DIRT ROAD, 0.25
 TO0787'MILE NORTH OF THE JUNCTION OF A TRAIL LEADING EAST TO LARCH MOUNTAIN,
 TO0787'27 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTHWEST OF A
 TO0787'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TO0787'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0791 ***********************************************************************
 TO0791  DESIGNATION -  JHF 24
 TO0791  PID         -  TO0791
 TO0791  STATE/COUNTY-  ID/SHOSHONE
 TO0791  USGS QUAD   -  PACKSADDLE MOUNTAIN (1996)
 TO0791
 TO0791                         *CURRENT SURVEY CONTROL
 TO0791  ___________________________________________________________________
 TO0791* NAD 83(1986)-  48 01 37.     (N)    116 19 11.     (W)     SCALED    
 TO0791* NAVD 88     -      1426.944  (meters)    4681.57   (feet)  ADJUSTED  
 TO0791  ___________________________________________________________________
 TO0791  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 TO0791  DYNAMIC HT  -        1426.806 (meters)    4681.11  (feet)  COMP
 TO0791  MODELED GRAV-     980,464.7   (mgal)                       NAVD 88
 TO0791
 TO0791  VERT ORDER  -  SECOND    CLASS 0
 TO0791
 TO0791.The horizontal coordinates were scaled from a topographic map and have
 TO0791.an estimated accuracy of +/- 6 seconds.
 TO0791
 TO0791.The orthometric height was determined by differential leveling
 TO0791.and adjusted by the National Geodetic Survey in June 1991..
 TO0791
 TO0791.The geoid height was determined by GEOID03.
 TO0791
 TO0791.The dynamic height is computed by dividing the NAVD 88
 TO0791.geopotential number by the normal gravity value computed on the
 TO0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0791.degrees latitude (g = 980.6199 gals.).
 TO0791
 TO0791.The modeled gravity was interpolated from observed gravity values.
 TO0791
 TO0791;                    North         East    Units  Estimated Accuracy
 TO0791;SPC ID W     -   706,920.      757,510.      MT  (+/- 180 meters Scaled)
 TO0791
 TO0791                          SUPERSEDED SURVEY CONTROL
 TO0791
 TO0791  NGVD 29 (??/??/92) 1425.67   (m)         4677.4    (f) COMPUTED    2 0
 TO0791
 TO0791.Superseded values are not recommended for survey control.
 TO0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0791.See file dsdata.txt to determine how the superseded data were derived.
 TO0791
 TO0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP507195(NAD 83)
 TO0791_MARKER: DD = SURVEY DISK
 TO0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0791_STAMPING: JHF 24 4677 1947
 TO0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0791+STABILITY: SURFACE MOTION
 TO0791
 TO0791  HISTORY     - Date     Condition        Report By
 TO0791  HISTORY     - 1947     MONUMENTED       USGS
 TO0791  HISTORY     - 1958     GOOD             NGS
 TO0791
 TO0791                          STATION DESCRIPTION
 TO0791
 TO0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TO0791'23.85 MI SW FROM CLARK FORK.
 TO0791'0.1 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0791'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 6.9 MILES
 TO0791'SOUTHWEST ALONG A DIRT ROAD, THENCE 11.45 MILES NORTHWEST AND
 TO0791'SOUTHWEST ALONG A DIRT ROAD, 24 FEET WEST OF THE CENTER LINE OF THE
 TO0791'ROAD, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 8 FEET HIGHER THAN THE
 TO0791'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 TO0791'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0175 ***********************************************************************
 TO0175  DESIGNATION -  JHF 25
 TO0175  PID         -  TO0175
 TO0175  STATE/COUNTY-  ID/SHOSHONE
 TO0175  USGS QUAD   -  PACKSADDLE MOUNTAIN (1996)
 TO0175
 TO0175                         *CURRENT SURVEY CONTROL
 TO0175  ___________________________________________________________________
 TO0175* NAD 83(1986)-  48 02 58.     (N)    116 17 19.     (W)     SCALED    
 TO0175* NAVD 88     -      1567.640  (meters)    5143.17   (feet)  ADJUSTED  
 TO0175  ___________________________________________________________________
 TO0175  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 TO0175  DYNAMIC HT  -        1567.515 (meters)    5142.76  (feet)  COMP
 TO0175  MODELED GRAV-     980,475.2   (mgal)                       NAVD 88
 TO0175
 TO0175  VERT ORDER  -  SECOND    CLASS 0
 TO0175
 TO0175.The horizontal coordinates were scaled from a topographic map and have
 TO0175.an estimated accuracy of +/- 6 seconds.
 TO0175
 TO0175.The orthometric height was determined by differential leveling
 TO0175.and adjusted by the National Geodetic Survey in June 1991..
 TO0175
 TO0175.The geoid height was determined by GEOID03.
 TO0175
 TO0175.The dynamic height is computed by dividing the NAVD 88
 TO0175.geopotential number by the normal gravity value computed on the
 TO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0175.degrees latitude (g = 980.6199 gals.).
 TO0175
 TO0175.The modeled gravity was interpolated from observed gravity values.
 TO0175
 TO0175;                    North         East    Units  Estimated Accuracy
 TO0175;SPC ID W     -   709,410.      759,850.      MT  (+/- 180 meters Scaled)
 TO0175
 TO0175                          SUPERSEDED SURVEY CONTROL
 TO0175
 TO0175  NGVD 29 (??/??/92) 1566.392  (m)         5139.07   (f) ADJ UNCH    2 0
 TO0175
 TO0175.Superseded values are not recommended for survey control.
 TO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0175.See file dsdata.txt to determine how the superseded data were derived.
 TO0175
 TO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP530220(NAD 83)
 TO0175_MARKER: DD = SURVEY DISK
 TO0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0175_STAMPING: JHF 25 5139 1947
 TO0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0175+STABILITY: SURFACE MOTION
 TO0175
 TO0175  HISTORY     - Date     Condition        Report By
 TO0175  HISTORY     - 1947     MONUMENTED       USGS
 TO0175  HISTORY     - 1958     GOOD             NGS
 TO0175
 TO0175                          STATION DESCRIPTION
 TO0175
 TO0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TO0175'21.05 MI SW FROM CLARK FORK.
 TO0175'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0175'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 6.9 MILES
 TO0175'SOUTHWEST ALONG A DIRT ROAD, THENCE 8.65 MILES NORTHWEST AND SOUTHWEST
 TO0175'ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE, AT A POINT WHERE TRAIL
 TO0175'NO. 104 LEAVES THE ROAD, 19 1/2 FEET WEST OF THE CENTER LINE OF THE
 TO0175'ROAD, 53 FEET NORTHWEST AND ACROSS THE ROAD FROM A POST SUPPORTING A
 TO0175'TRAIL SIGN, 1.3 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER
 TO0175'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0
 TO0175'FOOT ABOVE THE GROUND.  NOTE-- COPPER NAIL AND WASHER BENCH MARK AJ IS
 TO0175'LOCATED 62 FEET SOUTH OF THE ABOVE BENCH MARK IN THE EAST SIDE OF A
 TO0175'24-INCH FIR TREE, 21 FEET WEST OF THE CENTER LINE OF THE ROAD AND
 TO0175'ABOUT LEVEL WITH THE ROAD AND THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0172 ***********************************************************************
 TO0172  DESIGNATION -  JHF 26
 TO0172  PID         -  TO0172
 TO0172  STATE/COUNTY-  ID/BONNER
 TO0172  USGS QUAD   -  PACKSADDLE MOUNTAIN (1996)
 TO0172
 TO0172                         *CURRENT SURVEY CONTROL
 TO0172  ___________________________________________________________________
 TO0172* NAD 83(1986)-  48 03 52.     (N)    116 15 20.     (W)     SCALED    
 TO0172* NAVD 88     -      1558.112  (meters)    5111.91   (feet)  ADJUSTED  
 TO0172  ___________________________________________________________________
 TO0172  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 TO0172  DYNAMIC HT  -        1557.987 (meters)    5111.50  (feet)  COMP
 TO0172  MODELED GRAV-     980,474.9   (mgal)                       NAVD 88
 TO0172
 TO0172  VERT ORDER  -  SECOND    CLASS 0
 TO0172
 TO0172.The horizontal coordinates were scaled from a topographic map and have
 TO0172.an estimated accuracy of +/- 6 seconds.
 TO0172
 TO0172.The orthometric height was determined by differential leveling
 TO0172.and adjusted by the National Geodetic Survey in June 1991..
 TO0172
 TO0172.The geoid height was determined by GEOID03.
 TO0172
 TO0172.The dynamic height is computed by dividing the NAVD 88
 TO0172.geopotential number by the normal gravity value computed on the
 TO0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0172.degrees latitude (g = 980.6199 gals.).
 TO0172
 TO0172.The modeled gravity was interpolated from observed gravity values.
 TO0172
 TO0172;                    North         East    Units  Estimated Accuracy
 TO0172;SPC ID W     -   711,060.      762,320.      MT  (+/- 180 meters Scaled)
 TO0172
 TO0172                          SUPERSEDED SURVEY CONTROL
 TO0172
 TO0172  NGVD 29 (??/??/92) 1556.860  (m)         5107.80   (f) ADJ UNCH    2 0
 TO0172
 TO0172.Superseded values are not recommended for survey control.
 TO0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0172.See file dsdata.txt to determine how the superseded data were derived.
 TO0172
 TO0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP554237(NAD 83)
 TO0172_MARKER: DD = SURVEY DISK
 TO0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0172_STAMPING: JHF 26 5108 1947
 TO0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0172+STABILITY: SURFACE MOTION
 TO0172
 TO0172  HISTORY     - Date     Condition        Report By
 TO0172  HISTORY     - 1947     MONUMENTED       USGS
 TO0172  HISTORY     - 1958     GOOD             NGS
 TO0172
 TO0172                          STATION DESCRIPTION
 TO0172
 TO0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TO0172'18.5 MI SW FROM CLARK FORK.
 TO0172'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0172'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 6.9 MILES
 TO0172'SOUTHWEST ALONG A DIRT ROAD, THENCE 6.1 MILES NORTHWEST AND SOUTHWEST
 TO0172'ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE, AT A POINT WHERE TRAILS
 TO0172'NO. 75 AND 188 LEAVE THE ROAD, 32 FEET NORTH OF THE CENTER LINE OF THE
 TO0172'ROAD, 9 FEET WEST OF THE CENTER OF A TRAIL, 1.0 FOOT SOUTH OF A
 TO0172'WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 TO0172'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0169 ***********************************************************************
 TO0169  DESIGNATION -  JHF 27
 TO0169  PID         -  TO0169
 TO0169  STATE/COUNTY-  ID/SHOSHONE
 TO0169  USGS QUAD   -  DERR POINT (1989)
 TO0169
 TO0169                         *CURRENT SURVEY CONTROL
 TO0169  ___________________________________________________________________
 TO0169* NAD 83(1986)-  48 02 58.     (N)    116 12 38.     (W)     SCALED    
 TO0169* NAVD 88     -      1539.492  (meters)    5050.82   (feet)  ADJUSTED  
 TO0169  ___________________________________________________________________
 TO0169  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 TO0169  DYNAMIC HT  -        1539.398 (meters)    5050.51  (feet)  COMP
 TO0169  MODELED GRAV-     980,494.4   (mgal)                       NAVD 88
 TO0169
 TO0169  VERT ORDER  -  SECOND    CLASS 0
 TO0169
 TO0169.The horizontal coordinates were scaled from a topographic map and have
 TO0169.an estimated accuracy of +/- 6 seconds.
 TO0169
 TO0169.The orthometric height was determined by differential leveling
 TO0169.and adjusted by the National Geodetic Survey in June 1991..
 TO0169
 TO0169.The geoid height was determined by GEOID03.
 TO0169
 TO0169.The dynamic height is computed by dividing the NAVD 88
 TO0169.geopotential number by the normal gravity value computed on the
 TO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0169.degrees latitude (g = 980.6199 gals.).
 TO0169
 TO0169.The modeled gravity was interpolated from observed gravity values.
 TO0169
 TO0169;                    North         East    Units  Estimated Accuracy
 TO0169;SPC ID W     -   709,370.      765,670.      MT  (+/- 180 meters Scaled)
 TO0169
 TO0169                          SUPERSEDED SURVEY CONTROL
 TO0169
 TO0169  NGVD 29 (??/??/92) 1538.273  (m)         5046.82   (f) ADJ UNCH    2 0
 TO0169
 TO0169.Superseded values are not recommended for survey control.
 TO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0169.See file dsdata.txt to determine how the superseded data were derived.
 TO0169
 TO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP588220(NAD 83)
 TO0169_MARKER: DD = SURVEY DISK
 TO0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0169_STAMPING: JHF 27 5047 1947
 TO0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0169+STABILITY: SURFACE MOTION
 TO0169
 TO0169  HISTORY     - Date     Condition        Report By
 TO0169  HISTORY     - 1947     MONUMENTED       USGS
 TO0169  HISTORY     - 1958     GOOD             NGS
 TO0169
 TO0169                          STATION DESCRIPTION
 TO0169
 TO0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TO0169'15.55 MI S FROM CLARK FORK.
 TO0169'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0169'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 6.9 MILES
 TO0169'SOUTHWEST ALONG A DIRT ROAD, THENCE 3.15 MILES NORTHWEST ALONG A DIRT
 TO0169'ROAD, 0.1 MILE NORTHWEST OF THE JUNCTION OF DIVIDE ROAD NO. 332
 TO0169'SOUTHWEST, AT THE SOUTHEAST END OF A CURVE, 20 FEET SOUTHWEST OF THE
 TO0169'CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 1
 TO0169'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TO0169'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0167 ***********************************************************************
 TO0167  DESIGNATION -  JHF 28
 TO0167  PID         -  TO0167
 TO0167  STATE/COUNTY-  ID/SHOSHONE
 TO0167  USGS QUAD   -  DERR POINT (1989)
 TO0167
 TO0167                         *CURRENT SURVEY CONTROL
 TO0167  ___________________________________________________________________
 TO0167* NAD 83(1986)-  48 02 00.     (N)    116 11 06.     (W)     SCALED    
 TO0167* NAVD 88     -      1378.432  (meters)    4522.41   (feet)  ADJUSTED  
 TO0167  ___________________________________________________________________
 TO0167  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 TO0167  DYNAMIC HT  -        1378.335 (meters)    4522.09  (feet)  COMP
 TO0167  MODELED GRAV-     980,492.8   (mgal)                       NAVD 88
 TO0167
 TO0167  VERT ORDER  -  SECOND    CLASS 0
 TO0167
 TO0167.The horizontal coordinates were scaled from a topographic map and have
 TO0167.an estimated accuracy of +/- 6 seconds.
 TO0167
 TO0167.The orthometric height was determined by differential leveling
 TO0167.and adjusted by the National Geodetic Survey in June 1991..
 TO0167
 TO0167.The geoid height was determined by GEOID03.
 TO0167
 TO0167.The dynamic height is computed by dividing the NAVD 88
 TO0167.geopotential number by the normal gravity value computed on the
 TO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0167.degrees latitude (g = 980.6199 gals.).
 TO0167
 TO0167.The modeled gravity was interpolated from observed gravity values.
 TO0167
 TO0167;                    North         East    Units  Estimated Accuracy
 TO0167;SPC ID W     -   707,570.      767,560.      MT  (+/- 180 meters Scaled)
 TO0167
 TO0167                          SUPERSEDED SURVEY CONTROL
 TO0167
 TO0167  NGVD 29 (??/??/92) 1377.195  (m)         4518.35   (f) ADJ UNCH    2 0
 TO0167
 TO0167.Superseded values are not recommended for survey control.
 TO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0167.See file dsdata.txt to determine how the superseded data were derived.
 TO0167
 TO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP607203(NAD 83)
 TO0167_MARKER: DD = SURVEY DISK
 TO0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0167_STAMPING: JHF 28 4519 1947
 TO0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0167+STABILITY: SURFACE MOTION
 TO0167
 TO0167  HISTORY     - Date     Condition        Report By
 TO0167  HISTORY     - 1947     MONUMENTED       USGS
 TO0167  HISTORY     - 1958     GOOD             NGS
 TO0167
 TO0167                          STATION DESCRIPTION
 TO0167
 TO0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TO0167'13.5 MI S FROM CLARK FORK.
 TO0167'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0167'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 6.9 MILES
 TO0167'SOUTHWEST ALONG A DIRT ROAD, THENCE 1.1 MILES NORTHWEST ALONG A DIRT
 TO0167'ROAD, 106 FEET WEST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD
 TO0167'SOUTHWEST, 37 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD,
 TO0167'31 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD SOUTHWEST, 24
 TO0167'FEET WEST OF THE SOUTH ONE OF TWO POST SUPPORTING A ROAD SIGN, 1.8
 TO0167'FEET EAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND
 TO0167'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 TO0167'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0162 ***********************************************************************
 TO0162  DESIGNATION -  JHF 30
 TO0162  PID         -  TO0162
 TO0162  STATE/COUNTY-  ID/BONNER
 TO0162  USGS QUAD   -  DERR POINT (1989)
 TO0162
 TO0162                         *CURRENT SURVEY CONTROL
 TO0162  ___________________________________________________________________
 TO0162* NAD 83(1986)-  48 02 52.     (N)    116 10 34.     (W)     SCALED    
 TO0162* NAVD 88     -       995.432  (meters)    3265.85   (feet)  ADJUSTED  
 TO0162  ___________________________________________________________________
 TO0162  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 TO0162  DYNAMIC HT  -         995.366 (meters)    3265.63  (feet)  COMP
 TO0162  MODELED GRAV-     980,513.0   (mgal)                       NAVD 88
 TO0162
 TO0162  VERT ORDER  -  SECOND    CLASS 0
 TO0162
 TO0162.The horizontal coordinates were scaled from a topographic map and have
 TO0162.an estimated accuracy of +/- 6 seconds.
 TO0162
 TO0162.The orthometric height was determined by differential leveling
 TO0162.and adjusted by the National Geodetic Survey in June 1991..
 TO0162
 TO0162.The geoid height was determined by GEOID03.
 TO0162
 TO0162.The dynamic height is computed by dividing the NAVD 88
 TO0162.geopotential number by the normal gravity value computed on the
 TO0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0162.degrees latitude (g = 980.6199 gals.).
 TO0162
 TO0162.The modeled gravity was interpolated from observed gravity values.
 TO0162
 TO0162;                    North         East    Units  Estimated Accuracy
 TO0162;SPC ID W     -   709,170.      768,230.      MT  (+/- 180 meters Scaled)
 TO0162
 TO0162                          SUPERSEDED SURVEY CONTROL
 TO0162
 TO0162  NGVD 29 (??/??/92)  994.184  (m)         3261.75   (f) ADJ UNCH    2 0
 TO0162
 TO0162.Superseded values are not recommended for survey control.
 TO0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0162.See file dsdata.txt to determine how the superseded data were derived.
 TO0162
 TO0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP614219(NAD 83)
 TO0162_MARKER: DD = SURVEY DISK
 TO0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0162_STAMPING: JHF 30 3262 1947
 TO0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0162+STABILITY: SURFACE MOTION
 TO0162
 TO0162  HISTORY     - Date     Condition        Report By
 TO0162  HISTORY     - 1947     MONUMENTED       USGS
 TO0162  HISTORY     - 1958     GOOD             NGS
 TO0162
 TO0162                          STATION DESCRIPTION
 TO0162
 TO0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TO0162'9.55 MI S FROM CLARK FORK.
 TO0162'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0162'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 4.05 MILES
 TO0162'SOUTHWEST ALONG A DIRT ROAD, 9 FEET SOUTHWEST OF THE CENTER LINE OF
 TO0162'THE ROAD, 12 FEET SOUTHEAST OF A 4-INCH PINE TREE BEARING A WOODEN
 TO0162'USBM PLAQUE, 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 TO0162'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THIS MARK HAS BEEN HIT.
 TO0162'IT IS LEANING TO ONE SIDE BUT IS SOLID IN THE GROUND.  THE ROD WAS
 TO0162'HELD OVER THE HIGHEST POINT OF THE DISK DURING THE 1958 LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0160 ***********************************************************************
 TO0160  DESIGNATION -  JHF 31
 TO0160  PID         -  TO0160
 TO0160  STATE/COUNTY-  ID/BONNER
 TO0160  USGS QUAD   -  DERR POINT (1989)
 TO0160
 TO0160                         *CURRENT SURVEY CONTROL
 TO0160  ___________________________________________________________________
 TO0160* NAD 83(1986)-  48 03 52.     (N)    116 09 06.     (W)     SCALED    
 TO0160* NAVD 88     -       797.527  (meters)    2616.55   (feet)  ADJUSTED  
 TO0160  ___________________________________________________________________
 TO0160  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 TO0160  DYNAMIC HT  -         797.502 (meters)    2616.47  (feet)  COMP
 TO0160  MODELED GRAV-     980,555.6   (mgal)                       NAVD 88
 TO0160
 TO0160  VERT ORDER  -  SECOND    CLASS 0
 TO0160
 TO0160.The horizontal coordinates were scaled from a topographic map and have
 TO0160.an estimated accuracy of +/- 6 seconds.
 TO0160
 TO0160.The orthometric height was determined by differential leveling
 TO0160.and adjusted by the National Geodetic Survey in June 1991..
 TO0160
 TO0160.The geoid height was determined by GEOID03.
 TO0160
 TO0160.The dynamic height is computed by dividing the NAVD 88
 TO0160.geopotential number by the normal gravity value computed on the
 TO0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0160.degrees latitude (g = 980.6199 gals.).
 TO0160
 TO0160.The modeled gravity was interpolated from observed gravity values.
 TO0160
 TO0160;                    North         East    Units  Estimated Accuracy
 TO0160;SPC ID W     -   711,010.      770,070.      MT  (+/- 180 meters Scaled)
 TO0160
 TO0160                          SUPERSEDED SURVEY CONTROL
 TO0160
 TO0160  NGVD 29 (??/??/92)  796.304  (m)         2612.54   (f) ADJ UNCH    2 0
 TO0160
 TO0160.Superseded values are not recommended for survey control.
 TO0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0160.See file dsdata.txt to determine how the superseded data were derived.
 TO0160
 TO0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP632238(NAD 83)
 TO0160_MARKER: DD = SURVEY DISK
 TO0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0160_STAMPING: JHF 31 2613 1947
 TO0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0160+STABILITY: SURFACE MOTION
 TO0160
 TO0160  HISTORY     - Date     Condition        Report By
 TO0160  HISTORY     - 1947     MONUMENTED       USGS
 TO0160  HISTORY     - 1958     GOOD             NGS
 TO0160
 TO0160                          STATION DESCRIPTION
 TO0160
 TO0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TO0160'7.65 MI SE FROM CLARK FORK.
 TO0160'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0160'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 2.15 MILES
 TO0160'SOUTHWEST ALONG A DIRT ROAD, 0.15 MILE NORTHEAST OF THE CROSSING OF A
 TO0160'CREEK, 324 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF DE LYLE
 TO0160'CREEK TRAIL NO. 75, 120 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 TO0160'8 FEET NORTHWEST OF THE CENTER LINE OF THE TRAIL, 1.5 FEET SOUTHEAST
 TO0160'OF A WITNESS POST, ABOUT LEVEL WITH THE TRAIL, AND SET IN THE TOP OF A
 TO0160'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0158 ***********************************************************************
 TO0158  DESIGNATION -  JHF 32
 TO0158  PID         -  TO0158
 TO0158  STATE/COUNTY-  ID/BONNER
 TO0158  USGS QUAD   -  CABINET (1989)
 TO0158
 TO0158                         *CURRENT SURVEY CONTROL
 TO0158  ___________________________________________________________________
 TO0158* NAD 83(1986)-  48 04 59.     (N)    116 07 33.     (W)     SCALED    
 TO0158* NAVD 88     -       644.823  (meters)    2115.56   (feet)  ADJUSTED  
 TO0158  ___________________________________________________________________
 TO0158  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 TO0158  DYNAMIC HT  -         644.836 (meters)    2115.60  (feet)  COMP
 TO0158  MODELED GRAV-     980,611.4   (mgal)                       NAVD 88
 TO0158
 TO0158  VERT ORDER  -  SECOND    CLASS 0
 TO0158
 TO0158.The horizontal coordinates were scaled from a topographic map and have
 TO0158.an estimated accuracy of +/- 6 seconds.
 TO0158
 TO0158.The orthometric height was determined by differential leveling
 TO0158.and adjusted by the National Geodetic Survey in June 1991..
 TO0158
 TO0158.The geoid height was determined by GEOID03.
 TO0158
 TO0158.The dynamic height is computed by dividing the NAVD 88
 TO0158.geopotential number by the normal gravity value computed on the
 TO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0158.degrees latitude (g = 980.6199 gals.).
 TO0158
 TO0158.The modeled gravity was interpolated from observed gravity values.
 TO0158
 TO0158;                    North         East    Units  Estimated Accuracy
 TO0158;SPC ID W     -   713,070.      772,000.      MT  (+/- 180 meters Scaled)
 TO0158
 TO0158                          SUPERSEDED SURVEY CONTROL
 TO0158
 TO0158  NGVD 29 (??/??/92)  643.636  (m)         2111.66   (f) ADJ UNCH    2 0
 TO0158
 TO0158.Superseded values are not recommended for survey control.
 TO0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0158.See file dsdata.txt to determine how the superseded data were derived.
 TO0158
 TO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP651259(NAD 83)
 TO0158_MARKER: DD = SURVEY DISK
 TO0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0158_STAMPING: JHF 32 2111 1947
 TO0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0158+STABILITY: SURFACE MOTION
 TO0158
 TO0158  HISTORY     - Date     Condition        Report By
 TO0158  HISTORY     - 1947     MONUMENTED       USGS
 TO0158  HISTORY     - 1958     GOOD             NGS
 TO0158
 TO0158                          STATION DESCRIPTION
 TO0158
 TO0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TO0158'5.5 MI SE FROM CLARK FORK.
 TO0158'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0158'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, 32 1/2 FEET SOUTHEAST
 TO0158'OF THE CENTER OF THE JUNCTION OF DE LYLE CREEK ROAD NO. 277 SOUTH, 44
 TO0158'FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 65 FEET EAST OF THE
 TO0158'CENTER LINE OF THE ROAD SOUTH, 10 FEET EAST OF A POST SUPPORTING A
 TO0158'MILEAGE SIGN, 1.3 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 TO0158'ROAD SOUTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 TO0158'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1782 ***********************************************************************
 RZ1782  DESIGNATION -  JIM
 RZ1782  PID         -  RZ1782
 RZ1782  STATE/COUNTY-  ID/CLEARWATER
 RZ1782  USGS QUAD   -  OROFINO EAST (1994)
 RZ1782
 RZ1782                         *CURRENT SURVEY CONTROL
 RZ1782  ___________________________________________________________________
 RZ1782* NAD 83(1992)-  46 25 36.29972(N)    116 11 05.75534(W)     ADJUSTED  
 RZ1782* NAVD 88     -       886.8    (meters)    2909.     (feet)  VERTCON   
 RZ1782  ___________________________________________________________________
 RZ1782  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 RZ1782  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 RZ1782
 RZ1782  HORZ ORDER  -  SECOND
 RZ1782
 RZ1782.The horizontal coordinates were established by classical geodetic methods
 RZ1782.and adjusted by the National Geodetic Survey in July 1992..
 RZ1782
 RZ1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1782
 RZ1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1782
 RZ1782.The geoid height was determined by GEOID03.
 RZ1782
 RZ1782;                    North         East     Units Scale Factor Converg.
 RZ1782;SPC ID W     -   528,964.656   766,570.925   MT  0.99994706   -0 18 54.4
 RZ1782;UTM  11      - 5,141,786.845   562,625.539   MT  0.99964821   +0 35 25.9
 RZ1782
 RZ1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1782!SPC ID W     -   0.99986368  x   0.99994706  =   0.99981075
 RZ1782!UTM  11      -   0.99986368  x   0.99964821  =   0.99951194
 RZ1782
 RZ1782|---------------------------------------------------------------------|
 RZ1782| PID    Reference Object                     Distance      Geod. Az  |
 RZ1782|                                                           dddmmss.s |
 RZ1782| CH6840 JIM SUB PT B                                       11956     |
 RZ1782| CH6839 JIM SUB PT A                                       12022     |
 RZ1782| CH6834 JIM RM 1                              8.695 METERS 18212     |
 RZ1782| CH6833 JIM AZ MK                                          2315343.8 |
 RZ1782| RZ1783 OROFINO RADIO STA KLER MAST         APPROX. 7.3 KM 3213027.2 |
 RZ1782| CH6835 JIM RM 2                              6.115 METERS 33149     |
 RZ1782|---------------------------------------------------------------------|
 RZ1782
 RZ1782                          SUPERSEDED SURVEY CONTROL
 RZ1782
 RZ1782  NAD 83(1986)-  46 25 36.30554(N)    116 11 05.75164(W) AD(       ) 2
 RZ1782  NAD 27      -  46 25 36.64340(N)    116 11 02.26970(W) AD(       ) 2
 RZ1782  NGVD 29 (07/19/86)  885.8    (m)         2906.     (f) VERT ANG       
 RZ1782
 RZ1782.Superseded values are not recommended for survey control.
 RZ1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1782.See file dsdata.txt to determine how the superseded data were derived.
 RZ1782
 RZ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM6262641787(NAD 83)
 RZ1782_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RZ1782_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1782
 RZ1782  HISTORY     - Date     Condition        Report By
 RZ1782  HISTORY     - 1959     MONUMENTED       CGS
 RZ1782
 RZ1782                          STATION DESCRIPTION
 RZ1782
 RZ1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RZ1782'THE STATION IS ON THE WEST END OF A HIGH RIDGE WHICH IS
 RZ1782'CULTIVATED AND HAS A FEW SCATTERED TREES.  IT IS IN THE SOUTHWEST
 RZ1782'EDGE OF A CULTIVATED FIELD, THE PROPERTY OF MR. A.J. GENTRY.
 RZ1782'IT IS ABOUT 3-1/2 MILES EAST AND 4 MILES SOUTH OF OROFINO, 1-1/4
 RZ1782'MILES NORTHEAST OF CLEARWATER RIVER, BETWEEN FORDS AND BIG
 RZ1782'CREEKS AND IN THE NORTHWEST 1/4 OF SECTION 35, T 36 N, R 2 E.
 RZ1782'IT IS ON THE EDGE OF A HIGH, ROCK BLUFF WHICH OVERLOOKS THE
 RZ1782'CLEARWATER RIVER TO THE SOUTHWEST.
 RZ1782'
 RZ1782'TO REACH THE STATION FROM THE POST OFFICE IN OROFINO, GO
 RZ1782'WEST FOR 1 BLOCK TO THE STOP AND GO LIGHT, TURN LEFT AND GO
 RZ1782'SOUTH ON JOHNSON STREET FOR 0.6 MILE TO A FORK JUST AFTER
 RZ1782'LEAVING THE END OF MACADAM ROAD, TAKE THE RIGHT ROAD AND
 RZ1782'GO SOUTH AND SOUTHEAST FOR 3.45 MILES TO THE BRIDGE OVER
 RZ1782'FORDS CREEK, CONTINUE FOR 0.5 MILE TO A FORK, TAKE THE RIGHT
 RZ1782'ROAD AND GO 1.25 MILES TO A FORK, TAKE THE RIGHT ROAD AND
 RZ1782'CONTINUE FOR 1.0 MILE TO TRIANGLE BLAZED TREE AND AZIMUTH
 RZ1782'MARK ON THE LEFT (ABOUT 10 FEET HIGHER THAN ROAD SURFACE),
 RZ1782'CONTINUE FOR 1.3 MILES TO A SIDE ROAD ON THE LEFT, TURN
 RZ1782'LEFT, UP STEEP GRADE, PASSING THROUGH GATE AND GO 0.3 MILE
 RZ1782'TO A BARN ON THE LEFT, GO AROUND THE BARN AND FOLLOW DIM
 RZ1782'TRACK ROAD WESTERLY FOR 0.35 MILE TO A POWER LINE POLE
 RZ1782'WITH TRANSFORMER ON THE LEFT AND A GATE ON THE RIGHT, PASS
 RZ1782'THROUGH THE GATE AND GO 0.1 MILE ACROSS CULTIVATED FIELD
 RZ1782'TO ANOTHER GATE, PASS THROUGH GATE AND GO 0.25 MILE TO
 RZ1782'A GATE AT A FENCE CORNER, PASS THROUGH GATE, FOLLOW
 RZ1782'WEST SIDE OF FENCE FOR 0.15 MILE TO THE TOP OF RIDGE, BEAR
 RZ1782'LEFT AND ANGLE ACROSS CULTIVATED FIELD, WESTERLY, FOR 0.3 MILE
 RZ1782'TO END OF RIDGE AND STATION.
 RZ1782'
 RZ1782'THE STATION MARK IS A STANDARD DISK, STAMPED JIM 1959, CEMENTED
 RZ1782'IN A DRILL HOLE IN OUTCROPPING ROCK, 3 X 5 FEET AND PROJECTING
 RZ1782'12 INCHES ON THE SOUTHWEST SIDE AND FLUSH ON THE NORTHEAST
 RZ1782'SIDE.  IT IS 83 FEET SOUTH-SOUTHEAST OF A T-FENCE CORNER
 RZ1782'AND 5 FEET NORTHEAST OF A FENCE AND THE EDGE OF THE BLUFF.
 RZ1782'
 RZ1782'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JIM NO 1 1959,
 RZ1782'CEMENTED IN A DRILL HOLE IN THE EDGE OF THE ROCK BLUFF.  IT
 RZ1782'IS ABOUT 5 FEET NORTH OF THE EDGE OF THE BLUFF.
 RZ1782'
 RZ1782'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JIM NO 2 1959,
 RZ1782'CEMENTED IN A DRILL HOLE ABOUT 5 INCHES FROM THE EDGE OF THE
 RZ1782'BLUFF.
 RZ1782'
 RZ1782'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JIM 1959, CEMENTED
 RZ1782'IN A DRILL HOLE IN THE NORTH END OF A LARGE OUTCROP OF ROCK
 RZ1782'ABOUT 6 FEET WIDE AND 18 FEET LONG AND PROJECTING ABOUT 3
 RZ1782'FEET.  IT IS 60 FEET NORTH OF THE CENTER OF GRAVELED ROAD,
 RZ1782'38 FEET WEST OF AN 8-INCH PINE TREE WHICH IS BEING USED AS
 RZ1782'A FENCE CORNER, 27 FEET NORTH-NORTHEAST OF A TRIANGLE BLAZE
 RZ1782'ON THE SOUTHWEST SIDE OF AN 18-INCH PINE TREE AND 5 FEET
 RZ1782'SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0399 ***********************************************************************
 NU0399  DESIGNATION -  JJ 100
 NU0399  PID         -  NU0399
 NU0399  STATE/COUNTY-  ID/ONEIDA
 NU0399  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0399
 NU0399                         *CURRENT SURVEY CONTROL
 NU0399  ___________________________________________________________________
 NU0399* NAD 83(1986)-  42 05 47.     (N)    112 14 05.     (W)     SCALED    
 NU0399* NAVD 88     -      1348.968  (meters)    4425.74   (feet)  ADJUSTED  
 NU0399  ___________________________________________________________________
 NU0399  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU0399  DYNAMIC HT  -        1348.066 (meters)    4422.78  (feet)  COMP
 NU0399  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 NU0399
 NU0399  VERT ORDER  -  SECOND    CLASS 0
 NU0399
 NU0399.The horizontal coordinates were scaled from a topographic map and have
 NU0399.an estimated accuracy of +/- 6 seconds.
 NU0399
 NU0399.The orthometric height was determined by differential leveling
 NU0399.and adjusted by the National Geodetic Survey in June 1991..
 NU0399
 NU0399.The geoid height was determined by GEOID03.
 NU0399
 NU0399.The dynamic height is computed by dividing the NAVD 88
 NU0399.geopotential number by the normal gravity value computed on the
 NU0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0399.degrees latitude (g = 980.6199 gals.).
 NU0399
 NU0399.The modeled gravity was interpolated from observed gravity values.
 NU0399
 NU0399;                    North         East    Units  Estimated Accuracy
 NU0399;SPC ID E     -    47,730.      194,370.      MT  (+/- 180 meters Scaled)
 NU0399
 NU0399                          SUPERSEDED SURVEY CONTROL
 NU0399
 NU0399  NGVD 29 (??/??/92) 1347.910  (m)         4422.27   (f) ADJ UNCH    2 0
 NU0399
 NU0399.Superseded values are not recommended for survey control.
 NU0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0399.See file dsdata.txt to determine how the superseded data were derived.
 NU0399
 NU0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM978612(NAD 83)
 NU0399_MARKER: DB = BENCH MARK DISK
 NU0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0399_STAMPING: JJ 100 1960
 NU0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0399+STABILITY: SURFACE MOTION
 NU0399
 NU0399  HISTORY     - Date     Condition        Report By
 NU0399  HISTORY     - 1960     MONUMENTED       CGS
 NU0399  HISTORY     - 1980     GOOD             NGS
 NU0399
 NU0399                          STATION DESCRIPTION
 NU0399
 NU0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0399'6.1 MI S FROM MALAD CITY.
 NU0399'6.1 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM ITS JUNCTION WITH STATE
 NU0399'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, 7 1/2 POLES NORTH FROM
 NU0399'RAILROAD MILE POST 45, 50 FEET EAST FROM THE EAST RAIL OF THE UNION
 NU0399'PACIFIC RAILROAD, 47 FEET WEST FROM THE CENTER OF THE HIGHWAY, 10.3
 NU0399'FEET NORTH FROM A METAL WITNESS POST WITH SIGN, 2.6 FEET EAST FROM THE
 NU0399'RIGHT OF WAY FENCE, 8 FEET SOUTH FROM A GATE IN THE FENCE LINE, SET IN
 NU0399'A CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.
 NU0399
 NU0399                          STATION RECOVERY (1980)
 NU0399
 NU0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NU0399'REACHED FROM THE INTERSECTION OF 50 SOUTH ST AND S MAIN ST IN MALAD
 NU0399'CITY, GO SOUTH ON SOUTH MAIN ST FOR 6.55 MILES, TURN RIGHT ON A PRI-
 NU0399'VATE ROAD FOR 0.35 MILE TO A RAILROAD TRACK, TURN RIGHT ALONG THE
 NU0399'WEST SIDE OF THE TRACK FOR 0.1 MILE TO THE MARK ON THE RIGHT BETWEEN
 NU0399'THE TRACKS AND AN OLD PAVED ROAD, 50.5 FEET EAST OF THE EAST RAIL OF
 NU0399'THE TRACKS 41.8 FEET SOUTH OF A FENCE CORNER, AND 8.0 FEET SOUTH FROM
 NU0399'A GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0228 ***********************************************************************
 RZ0228  DESIGNATION -  JJ 23
 RZ0228  PID         -  RZ0228
 RZ0228  STATE/COUNTY-  ID/NEZ PERCE
 RZ0228  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ0228
 RZ0228                         *CURRENT SURVEY CONTROL
 RZ0228  ___________________________________________________________________
 RZ0228* NAD 83(1986)-  46 26 05.     (N)    116 57 14.     (W)     SCALED    
 RZ0228* NAVD 88     -       239.901  (meters)     787.08   (feet)  ADJUSTED  
 RZ0228  ___________________________________________________________________
 RZ0228  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 RZ0228  DYNAMIC HT  -         239.895 (meters)     787.06  (feet)  COMP
 RZ0228  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 RZ0228
 RZ0228  VERT ORDER  -  FIRST     CLASS II
 RZ0228
 RZ0228.The horizontal coordinates were scaled from a topographic map and have
 RZ0228.an estimated accuracy of +/- 6 seconds.
 RZ0228
 RZ0228.The orthometric height was determined by differential leveling
 RZ0228.and adjusted by the National Geodetic Survey in June 1991..
 RZ0228
 RZ0228.The geoid height was determined by GEOID03.
 RZ0228
 RZ0228.The dynamic height is computed by dividing the NAVD 88
 RZ0228.geopotential number by the normal gravity value computed on the
 RZ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0228.degrees latitude (g = 980.6199 gals.).
 RZ0228
 RZ0228.The modeled gravity was interpolated from observed gravity values.
 RZ0228
 RZ0228;                    North         East    Units  Estimated Accuracy
 RZ0228;SPC ID W     -   530,460.      707,480.      MT  (+/- 180 meters Scaled)
 RZ0228
 RZ0228                          SUPERSEDED SURVEY CONTROL
 RZ0228
 RZ0228  NGVD 29 (??/??/92)  238.904  (m)          783.80   (f) ADJ UNCH    1 2
 RZ0228
 RZ0228.Superseded values are not recommended for survey control.
 RZ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0228.See file dsdata.txt to determine how the superseded data were derived.
 RZ0228
 RZ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM035423(NAD 83)
 RZ0228_MARKER: DD = SURVEY DISK
 RZ0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0228_SP_SET: ABUTMENT
 RZ0228_STAMPING: JJ 23 1933
 RZ0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0228
 RZ0228  HISTORY     - Date     Condition        Report By
 RZ0228  HISTORY     - 1933     MONUMENTED       PG+E
 RZ0228  HISTORY     - 1965     GOOD             NGS
 RZ0228  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0228
 RZ0228                          STATION DESCRIPTION
 RZ0228
 RZ0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RZ0228'2.7 MI E FROM LEWISTON.
 RZ0228'2.7 MILES EAST ALONG U.S. HIGHWAYS 12 AND 95 FROM THE NORTH END OF THE
 RZ0228'BRIDGE OVER THE CLEARWATER RIVER, AT THE NORTH END OF THE BRIDGE OVER
 RZ0228'A DAM ACROSS THE CLEARWATER RIVER, IN THE CENTER OF THE TOP OF THE
 RZ0228'CONCRETE ABUTMENT AND 25 FEET FROM THE NORTH BANK.
 RZ0228
 RZ0228                          STATION RECOVERY (1980)
 RZ0228
 RZ0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0228'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE DAM
 RZ0228'DESCRIBED IS DESTROYED, MARK PRESUMED LIKEWISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0576 ***********************************************************************
 QA0576  DESIGNATION -  JJ 326
 QA0576  PID         -  QA0576
 QA0576  STATE/COUNTY-  ID/VALLEY
 QA0576  USGS QUAD   -  WHITE ROCK PEAK (1973)
 QA0576
 QA0576                         *CURRENT SURVEY CONTROL
 QA0576  ___________________________________________________________________
 QA0576* NAD 83(1986)-  44 52 15.     (N)    115 42 06.     (W)     SCALED    
 QA0576* NAVD 88     -      1226.822  (meters)    4025.00   (feet)  ADJUSTED  
 QA0576  ___________________________________________________________________
 QA0576  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 QA0576  DYNAMIC HT  -        1226.297 (meters)    4023.28  (feet)  COMP
 QA0576  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 QA0576
 QA0576  VERT ORDER  -  SECOND    CLASS 0
 QA0576
 QA0576.The horizontal coordinates were scaled from a topographic map and have
 QA0576.an estimated accuracy of +/- 6 seconds.
 QA0576
 QA0576.The orthometric height was determined by differential leveling
 QA0576.and adjusted by the National Geodetic Survey in June 1991..
 QA0576
 QA0576.The geoid height was determined by GEOID03.
 QA0576
 QA0576.The dynamic height is computed by dividing the NAVD 88
 QA0576.geopotential number by the normal gravity value computed on the
 QA0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0576.degrees latitude (g = 980.6199 gals.).
 QA0576
 QA0576.The modeled gravity was interpolated from observed gravity values.
 QA0576
 QA0576;                    North         East    Units  Estimated Accuracy
 QA0576;SPC ID W     -   355,950.      803,820.      MT  (+/- 180 meters Scaled)
 QA0576
 QA0576                          SUPERSEDED SURVEY CONTROL
 QA0576
 QA0576  NGVD 29 (??/??/92) 1225.680  (m)         4021.25   (f) ADJ UNCH    2 0
 QA0576
 QA0576.Superseded values are not recommended for survey control.
 QA0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0576.See file dsdata.txt to determine how the superseded data were derived.
 QA0576
 QA0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK025694(NAD 83)
 QA0576_MARKER: DB = BENCH MARK DISK
 QA0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0576_STAMPING: JJ-326 1948
 QA0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0576+STABILITY: SURFACE MOTION
 QA0576
 QA0576  HISTORY     - Date     Condition        Report By
 QA0576  HISTORY     - 1948     MONUMENTED       CGS
 QA0576  HISTORY     - 1973     GOOD             USGS
 QA0576
 QA0576                          STATION DESCRIPTION
 QA0576
 QA0576'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QA0576'3.9 MI N FROM POVERTY FLAT.
 QA0576'3.9 MILES NORTH ALONG THE SOUTH FORK ROAD FROM THE CAMPGROUND AT
 QA0576'POVERTY FLAT, PROJECTING 0.3 FOOT ABOVE THE GROUND.  WITNESS POST SET
 QA0576'4.8 FEET SOUTH OF THE STATION.  US FOREST SERVICE ATTENTION SIGN
 QA0576'ATTACHED TO STEEL POST 4.9 FEET SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0336 ***********************************************************************
 RZ0336  DESIGNATION -  JJ 362
 RZ0336  PID         -  RZ0336
 RZ0336  STATE/COUNTY-  ID/NEZ PERCE
 RZ0336  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ0336
 RZ0336                         *CURRENT SURVEY CONTROL
 RZ0336  ___________________________________________________________________
 RZ0336* NAD 83(1986)-  46 25 34.     (N)    116 55 26.     (W)     SCALED    
 RZ0336* NAVD 88     -       237.934  (meters)     780.62   (feet)  ADJUSTED  
 RZ0336  ___________________________________________________________________
 RZ0336  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 RZ0336  DYNAMIC HT  -         237.932 (meters)     780.62  (feet)  COMP
 RZ0336  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 RZ0336
 RZ0336  VERT ORDER  -  SECOND    CLASS 0
 RZ0336
 RZ0336.The horizontal coordinates were scaled from a topographic map and have
 RZ0336.an estimated accuracy of +/- 6 seconds.
 RZ0336
 RZ0336.The orthometric height was determined by differential leveling
 RZ0336.and adjusted by the National Geodetic Survey in June 1991..
 RZ0336
 RZ0336.The geoid height was determined by GEOID03.
 RZ0336
 RZ0336.The dynamic height is computed by dividing the NAVD 88
 RZ0336.geopotential number by the normal gravity value computed on the
 RZ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0336.degrees latitude (g = 980.6199 gals.).
 RZ0336
 RZ0336.The modeled gravity was interpolated from observed gravity values.
 RZ0336
 RZ0336;                    North         East    Units  Estimated Accuracy
 RZ0336;SPC ID W     -   529,470.      709,770.      MT  (+/- 180 meters Scaled)
 RZ0336
 RZ0336                          SUPERSEDED SURVEY CONTROL
 RZ0336
 RZ0336  NGVD 29 (??/??/92)  236.939  (m)          777.36   (f) ADJ UNCH    2 0
 RZ0336
 RZ0336.Superseded values are not recommended for survey control.
 RZ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0336.See file dsdata.txt to determine how the superseded data were derived.
 RZ0336
 RZ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM058413(NAD 83)
 RZ0336_MARKER: DD = SURVEY DISK
 RZ0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0336_STAMPING: JJ 362 1959
 RZ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0336+STABILITY: SURFACE MOTION
 RZ0336
 RZ0336  HISTORY     - Date     Condition        Report By
 RZ0336  HISTORY     - 1959     MONUMENTED       IDGS
 RZ0336  HISTORY     - 1959     GOOD             DOD
 RZ0336  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0336
 RZ0336                          STATION DESCRIPTION
 RZ0336
 RZ0336'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0336'5.3 MI E FROM LEWISTON.
 RZ0336'APPROXIMATELY 5.3 MILES EAST ALONG STATE HIGHWAY 95 FROM THE NEZ PERCE
 RZ0336'COUNTY COURTHOUSE AT LEWISTON, ON THE RIGHT BANK OF THE CLEARWATER
 RZ0336'RIVER, ABOUT 90 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 95 AND 10 FEET
 RZ0336'LOWER THAN THE HIGHWAY, AND IN LINE WITH A HIGHWAY RIGHT-OF-WAY FENCE.
 RZ0336'A STATE OF IDAHO BRONZE BOUNDARY MARKER SET IN THE TOP OF A CONCRETE
 RZ0336'POST.
 RZ0336
 RZ0336                          STATION RECOVERY (1980)
 RZ0336
 RZ0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0336'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0551 ***********************************************************************
 NU0551  DESIGNATION -  JJ 80
 NU0551  PID         -  NU0551
 NU0551  STATE/COUNTY-  ID/ONEIDA
 NU0551  USGS QUAD   -  HOLBROOK (1973)
 NU0551
 NU0551                         *CURRENT SURVEY CONTROL
 NU0551  ___________________________________________________________________
 NU0551* NAD 83(1986)-  42 10 04.     (N)    112 37 50.     (W)     SCALED    
 NU0551* NAVD 88     -      1458.459  (meters)    4784.96   (feet)  ADJUSTED  
 NU0551  ___________________________________________________________________
 NU0551  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 NU0551  DYNAMIC HT  -        1457.485 (meters)    4781.77  (feet)  COMP
 NU0551  MODELED GRAV-     979,902.7   (mgal)                       NAVD 88
 NU0551
 NU0551  VERT ORDER  -  SECOND    CLASS 0
 NU0551
 NU0551.The horizontal coordinates were scaled from a topographic map and have
 NU0551.an estimated accuracy of +/- 6 seconds.
 NU0551
 NU0551.The orthometric height was determined by differential leveling
 NU0551.and adjusted by the National Geodetic Survey in June 1991..
 NU0551
 NU0551.The geoid height was determined by GEOID03.
 NU0551
 NU0551.The dynamic height is computed by dividing the NAVD 88
 NU0551.geopotential number by the normal gravity value computed on the
 NU0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0551.degrees latitude (g = 980.6199 gals.).
 NU0551
 NU0551.The modeled gravity was interpolated from observed gravity values.
 NU0551
 NU0551;                    North         East    Units  Estimated Accuracy
 NU0551;SPC ID E     -    55,760.      161,670.      MT  (+/- 180 meters Scaled)
 NU0551
 NU0551                          SUPERSEDED SURVEY CONTROL
 NU0551
 NU0551  NGVD 29 (??/??/92) 1457.394  (m)         4781.47   (f) ADJ UNCH    2 0
 NU0551
 NU0551.Superseded values are not recommended for survey control.
 NU0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0551.See file dsdata.txt to determine how the superseded data were derived.
 NU0551
 NU0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM653696(NAD 83)
 NU0551_MARKER: DD = SURVEY DISK
 NU0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0551_STAMPING: JJ 80 1934
 NU0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0551+STABILITY: SURFACE MOTION
 NU0551
 NU0551  HISTORY     - Date     Condition        Report By
 NU0551  HISTORY     - 1934     MONUMENTED       IDPWD
 NU0551  HISTORY     - 1973     GOOD             USGS
 NU0551
 NU0551                          STATION DESCRIPTION
 NU0551
 NU0551'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NU0551'1.5 MI E FROM HOLBROOK.
 NU0551'1.0 MILE EAST ALONG MAIN ROAD FROM THE SCHOOL-HOUSE AT HOLBROOK, TO
 NU0551'ROAD JUNCTION, THEN 0.5 MILE EAST ALONG STATE HIGHWAY 37, 100 YARDS
 NU0551'WEST OF THE BASE OF A SMALL HILL, AT A FENCE CORNER, 33 FT NORTH OF
 NU0551'THE CENTERLINE OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0745 ***********************************************************************
 NU0745  DESIGNATION -  JJ 82
 NU0745  PID         -  NU0745
 NU0745  STATE/COUNTY-  ID/POWER
 NU0745  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0745
 NU0745                         *CURRENT SURVEY CONTROL
 NU0745  ___________________________________________________________________
 NU0745* NAD 83(1986)-  42 47 04.     (N)    112 51 15.     (W)     SCALED    
 NU0745* NAVD 88     -      1344.040  (meters)    4409.57   (feet)  ADJUSTED  
 NU0745  ___________________________________________________________________
 NU0745  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NU0745  DYNAMIC HT  -        1343.281 (meters)    4407.08  (feet)  COMP
 NU0745  MODELED GRAV-     980,009.1   (mgal)                       NAVD 88
 NU0745
 NU0745  VERT ORDER  -  FIRST     CLASS II
 NU0745
 NU0745.The horizontal coordinates were scaled from a topographic map and have
 NU0745.an estimated accuracy of +/- 6 seconds.
 NU0745
 NU0745.The orthometric height was determined by differential leveling
 NU0745.and adjusted by the National Geodetic Survey in June 1991..
 NU0745
 NU0745.The geoid height was determined by GEOID03.
 NU0745
 NU0745.The dynamic height is computed by dividing the NAVD 88
 NU0745.geopotential number by the normal gravity value computed on the
 NU0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0745.degrees latitude (g = 980.6199 gals.).
 NU0745
 NU0745.The modeled gravity was interpolated from observed gravity values.
 NU0745
 NU0745;                    North         East    Units  Estimated Accuracy
 NU0745;SPC ID E     -   124,380.      143,750.      MT  (+/- 180 meters Scaled)
 NU0745
 NU0745                          SUPERSEDED SURVEY CONTROL
 NU0745
 NU0745  NGVD 29 (??/??/92) 1343.028  (m)         4406.25   (f) ADJ UNCH    1 2
 NU0745
 NU0745.Superseded values are not recommended for survey control.
 NU0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0745.See file dsdata.txt to determine how the superseded data were derived.
 NU0745
 NU0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN483385(NAD 83)
 NU0745_MARKER: DB = BENCH MARK DISK
 NU0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0745_SP_SET: BUILDING
 NU0745_STAMPING: JJ 82 1934
 NU0745_MARK LOGO: CGS   
 NU0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0745
 NU0745  HISTORY     - Date     Condition        Report By
 NU0745  HISTORY     - 1934     MONUMENTED       CGS
 NU0745  HISTORY     - 1941     GOOD             NGS
 NU0745  HISTORY     - 1958     GOOD             NGS
 NU0745  HISTORY     - 1983     GOOD             NGS
 NU0745
 NU0745                          STATION DESCRIPTION
 NU0745
 NU0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NU0745'IN AMERICAN FALLS.
 NU0745'AT AMERICAN FALLS, POWER COUNTY, IN THE SOUTH FACE OF THE POST OFFICE,
 NU0745'AT THE SOUTHWEST CORNER, AND ABOUT 5 FEET ABOVE THE SIDEWALK. A
 NU0745'STANDARD DISK, STAMPED JJ 82 1934 AND SET VERTICALLY.
 NU0745
 NU0745                          STATION RECOVERY (1958)
 NU0745
 NU0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 NU0745'RECOVERED IN GOOD CONDITION.
 NU0745
 NU0745                          STATION RECOVERY (1983)
 NU0745
 NU0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0745'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN AMERICAN
 NU0745'FALLS, VERTICALLY IN THE WEST CORNER OF A TWO STORY BRICK BUILDING
 NU0745'WITH A FULL BASEMENT, AT THE EAST CORNER OF THE INTERSECTION OF IDAHO
 NU0745'STREET AND HALL AVENUE ALSO THE JUNCTION OF STATE HIGHWAY 37 AND STATE
 NU0745'HIGHWAY 39, 11.1 METERS (36.5 FT) SOUTHEAST OF THE SOUTHEAST CURB OF
 NU0745'THE AVENUE AND 3.3 METERS (11 FT) NORTHEAST OF THE NORTHEAST CURB OF
 NU0745'THE STREET.
 NU0745'THE MARK IS 1.5 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0803 ***********************************************************************
 QA0803  DESIGNATION -  JOB
 QA0803  PID         -  QA0803
 QA0803  STATE/COUNTY-  ID/CUSTER
 QA0803  USGS QUAD   -  STANLEY LAKE (1972)
 QA0803
 QA0803                         *CURRENT SURVEY CONTROL
 QA0803  ___________________________________________________________________
 QA0803* NAD 83(1992)-  44 14 14.31193(N)    115 00 17.72710(W)     ADJUSTED  
 QA0803* NAVD 88     -      1950.0    (meters)    6398.     (feet)  VERTCON   
 QA0803  ___________________________________________________________________
 QA0803  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 QA0803  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 QA0803
 QA0803  HORZ ORDER  -  SECOND
 QA0803
 QA0803.The horizontal coordinates were established by classical geodetic methods
 QA0803.and adjusted by the National Geodetic Survey in July 1992..
 QA0803
 QA0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0803
 QA0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0803
 QA0803.The geoid height was determined by GEOID03.
 QA0803
 QA0803;                    North         East     Units Scale Factor Converg.
 QA0803;SPC ID C     -   286,053.425   419,724.920   MT  1.00002659   -0 42 04.0
 QA0803;SPC ID W     -   285,828.249   859,517.068   MT  0.99997688   +0 31 11.3
 QA0803;UTM  11      - 4,900,166.206   659,315.414   MT  0.99991216   +1 23 31.6
 QA0803
 QA0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0803!SPC ID C     -   0.99969640  x   1.00002659  =   0.99972298
 QA0803!SPC ID W     -   0.99969640  x   0.99997688  =   0.99967329
 QA0803!UTM  11      -   0.99969640  x   0.99991216  =   0.99960859
 QA0803
 QA0803:                Primary Azimuth Mark                     Grid Az
 QA0803:SPC ID C     -  JOB AZ MK 2                              006 00 43.8
 QA0803:SPC ID W     -  JOB AZ MK 2                              004 47 28.5
 QA0803:UTM  11      -  JOB AZ MK 2                              003 55 08.2
 QA0803
 QA0803|---------------------------------------------------------------------|
 QA0803| PID    Reference Object                     Distance      Geod. Az  |
 QA0803|                                                           dddmmss.s |
 QA0803| QA0379 JOB AZ MK 2                                        0051839.8 |
 QA0803| QA0378 JOB AZ MK                                          0053139.2 |
 QA0803| CD5815 JOB RM 1                             13.384 METERS 05654     |
 QA0803| CD5816 JOB RM 2                              7.977 METERS 14837     |
 QA0803|---------------------------------------------------------------------|
 QA0803
 QA0803                          SUPERSEDED SURVEY CONTROL
 QA0803
 QA0803  NAD 83(1986)-  44 14 14.31046(N)    115 00 17.72023(W) AD(       ) 2
 QA0803  NAD 27      -  44 14 14.64410(N)    115 00 14.40190(W) AD(       ) 2
 QA0803  NGVD 29 (07/19/86) 1948.7    (m)         6393.     (f) VERT ANG       
 QA0803
 QA0803.Superseded values are not recommended for survey control.
 QA0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0803.See file dsdata.txt to determine how the superseded data were derived.
 QA0803
 QA0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK5931500166(NAD 83)
 QA0803_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0803
 QA0803  HISTORY     - Date     Condition        Report By
 QA0803  HISTORY     - 1957     MONUMENTED       CGS
 QA0803  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QA0803  HISTORY     - 1978     GOOD             LOCENG
 QA0803
 QA0803                          STATION DESCRIPTION
 QA0803
 QA0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0803'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW RIDGE
 QA0803'THAT RUNS EAST AND WEST AND LAYS BETWEEN JOB CREEK AND CROOKED
 QA0803'CREEK, ABOUT 4 MILES NORTHWEST OF STANLEY AND 1/4 MILE WEST
 QA0803'OF THE BEAR VALLEY HIGHWAY.
 QA0803'
 QA0803'TO REACH, FROM STANLEY, GO NORTHWESTERLY, ON THE BEAR VALLEY
 QA0803'HIGHWAY 3.45 MILES TO CROOKED CREEK.  CONTINUE NORTHWESTERLY
 QA0803'0.2 MILE TO SIDE ROAD LEFT AND CATTLE GUARD.  TURN LEFT ACROSS
 QA0803'CATTLE GUARD, AND GO WESTERLY 0.05 MILE TO A TRACK ROAD JUST
 QA0803'EAST OF TWO SHEDS.  TURN LEFT, ON TRACK ROAD, AND PASS BETWEEN
 QA0803'THE TWO SHEDS 0.05 MILE TO POLE GATE.  PASS THROUGH, POLE
 QA0803'GATE, AND GO WESTERLY, ALONG CREST OF RIDGE 0.15 MILE TO THE
 QA0803'STATION.
 QA0803'
 QA0803'THE STATION IS A STANDARD DISK, STAMPED JOB 1957, SET IN THE
 QA0803'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QA0803'ABOUT 5 INCHES.  IT IS LOCATED 10.5 FEET NORTHWEST OF A WHITE
 QA0803'WITNESS POST.
 QA0803'
 QA0803'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED JOB NO
 QA0803'1 1957, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 QA0803'WHICH PROJECTS ABOUT 5 INCHES AND IS ABOUT THE SAME ELEVATION
 QA0803'AS THE STATION.
 QA0803'
 QA0803'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED JOB NO
 QA0803'2 1957, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 QA0803'WHICH PROJECTS ABOUT 5 INCHES AND IS ABOUT THE SAME ELEVATION
 QA0803'AS THE STATION.
 QA0803'
 QA0803'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JOB 1957, SET IN
 QA0803'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QA0803'ABOUT 4 INCHES.  IT IS LOCATED 45 FEET EAST OF THE CENTERLINE
 QA0803'OF THE BEAR VALLEY HIGHWAY AND 3 FEET WEST OF THE NORTH-SOUTH
 QA0803'FENCELINE.  TO REACH.  FROM STANLEY, GO NORTHWESTERLY, ON THE
 QA0803'BEAR VALLEY HIGHWAY 3.45 MILE TO CROOKED CREEK.  CONTINUE
 QA0803'NORTHERLY 0.65 MILE TO THE AZIMUTH MARK.
 QA0803
 QA0803                          STATION RECOVERY (1966)
 QA0803
 QA0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 QA0803'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 QA0803'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 QA0803'THE AZIMUTH MARK WAS DESTROYED TO PERMIT HIGHWAY CONSTRUCTION
 QA0803'AND AZIMUTH MARK 2 WAS ESTABLISHED.  A DIFFERENCE IN THE
 QA0803'HORIZONTAL ANGLE TO REFERENCE MARK NO. 1 WAS FOUND.  A NEW AND
 QA0803'COMPLETE DESCRIPTION FOLLOWS.
 QA0803'
 QA0803'THE STATION IS 3-1/2 MILES NORTHWEST OF STANLEY ON A SAGEBRUSH
 QA0803'COVERED RIDGE THAT EXTENDS NORTHEAST-SOUTHWEST IN GRAZING
 QA0803'LAND OWNED BY MR. B.R. BOWRON.
 QA0803'
 QA0803'TO REACH THE STATION FROM THE POST OFFICE IN STANLEY GO NORTH
 QA0803'0.1 MILE TO STATE HIGHWAY 21, TURN LEFT AND GO NORTHWEST ON
 QA0803'THE HIGHWAY FOR 3.3 MILES TO A GATE AND DRIVEWAY ON THE LEFT,
 QA0803'TURN LEFT, PASSING THRU THE GATE AND GO SOUTHWEST FOR 0.05
 QA0803'MILE TO A FORK, TAKE RIGHT FORK AND CONTINUE SOUTHWEST FOR
 QA0803'0.1 MILE TO A POLE GATE ON THE CREST OF A SHORT RIDGE, PASS
 QA0803'THRU THE GATE AND CONTINUE SOUTHWEST AND WEST FOR 0.2 MILE
 QA0803'TO A REVERSE Y IN THE TRACK ROAD AND THE STATION.
 QA0803'
 QA0803'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY, CONTINUE NORTHWEST
 QA0803'ON THE HIGHWAY FOR 0.5 MILE TO THE CULVERT OVER JOB CREEK,
 QA0803'CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.15 MILE TO THE AZIMUTH
 QA0803'MARK ON THE RIGHT.
 QA0803'
 QA0803'THE STATION MARK, STAMPED JOB 1957, IS A STANDARD DISK SET
 QA0803'IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES,
 QA0803'110 FEET SOUTHWEST OF THE FORK IN THE TRACK ROAD, 58 FEET
 QA0803'WEST OF THE CENTER OF THE TRACK ROAD AND 2 FEET NORTH OF A
 QA0803'METAL WITNESS POST.  (NOTE 1A AND 7A)
 QA0803'
 QA0803'REFERENCE MARK NO. 1, STAMPED JOB NO 1 1957, IS A STANDARD DISK
 QA0803'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES,
 QA0803'90 FEET SOUTHWEST OF THE FORK IN THE TRACK ROAD, 55 FEET WEST
 QA0803'OF THE TRACK ROAD AND 45 FEET NORTHEAST OF THE WITNESS POST.
 QA0803'(NOTE 11A)
 QA0803'
 QA0803'REFERENCE MARK NO. 2, STAMPED JOB NO 2 1957, IS A STANDARD DISK
 QA0803'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES,
 QA0803'33 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 25 FEET
 QA0803'SOUTHEAST OF THE WITNESS POST.
 QA0803'
 QA0803'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 51.8 FEET.
 QA0803'(15.789 M.)
 QA0803'
 QA0803'THE AZIMUTH MARK, STAMPED JOB 1957 AZ 2 BM RESET 1966, IS A
 QA0803'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QA0803'PROJECTS 4 INCHES, 170 FEET SOUTH OF A POWER POLE WHERE THE
 QA0803'POWER LINE CROSSES THE HIGHWAY, 110 FEET NORTH OF A T FENCE
 QA0803'CORNER, 74 FEET EAST OF THE CENTER OF THE HIGHWAY AND 2 FEET
 QA0803'NORTH OF A METAL WITNESS POST.  (NOTE 16A)
 QA0803
 QA0803                          STATION RECOVERY (1978)
 QA0803
 QA0803'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (JJP)
 QA0803'JOB 1957 RECOVERED EXCELLENT.
 QA0803'
 QA0803'JOB NO 1 1957 RECOVERED EXCELLENT.  DISTANCE FROM STATION SHOULD
 QA0803'BE 43.9 FT.
 QA0803'
 QA0803'JOB NO 2 1957 RECOVERED EXCELLENT.  DISTANCE FROM STATION SHOULD
 QA0803'BE 26.2 FT.
 QA0803'
 QA0803'JOB 1957 AZ 2 1966 BM RESET RECOVERED EXCELLENT.  20 FT. EAST OF
 QA0803'CENTERLINE ENTRANCE TO HOWDYVILLE LOG MILL.
 QA0803'
 QA0803'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.  1966 TO REACH
 QA0803'INSTRUCTIONS ARE ADEQUATE.  STATION IS NOW ON PROPERTY OF MR.
 QA0803'A. L. TRAUTMAN.
 QA0803'
 QA0803'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES NORTHWEST
 QA0803'OF STANLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0379 ***********************************************************************
 QA0379  DESIGNATION -  JOB AZ MK 2
 QA0379  PID         -  QA0379
 QA0379  STATE/COUNTY-  ID/CUSTER
 QA0379  USGS QUAD   -  STANLEY LAKE (1972)
 QA0379
 QA0379                         *CURRENT SURVEY CONTROL
 QA0379  ___________________________________________________________________
 QA0379* NAD 83(1986)-  44 14 44.     (N)    115 00 14.     (W)     SCALED    
 QA0379* NAVD 88     -      1943.26   (meters)    6375.5    (feet)  RESET     
 QA0379  ___________________________________________________________________
 QA0379  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 QA0379
 QA0379  VERT ORDER  -  THIRD
 QA0379
 QA0379.The horizontal coordinates were scaled from a topographic map and have
 QA0379.an estimated accuracy of +/- 6 seconds.
 QA0379
 QA0379.The orthometric height was computed from unverified reset data.
 QA0379
 QA0379.The geoid height was determined by GEOID03.
 QA0379
 QA0379;                    North         East    Units  Estimated Accuracy
 QA0379;SPC ID C     -   286,970.      419,820.      MT  (+/- 180 meters Scaled)
 QA0379
 QA0379                          SUPERSEDED SURVEY CONTROL
 QA0379
 QA0379.No superseded survey control is available for this station.
 QA0379
 QA0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK593010(NAD 83)
 QA0379_MARKER: DZ = AZIMUTH MARK DISK
 QA0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0379_STAMPING: JOB 1957 AZ 2 BM RESET 1966
 QA0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0379+STABILITY: SURFACE MOTION
 QA0379
 QA0379  HISTORY     - Date     Condition        Report By
 QA0379  HISTORY     - 1966     MONUMENTED       CGS
 QA0379
 QA0379                          STATION DESCRIPTION
 QA0379
 QA0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QA0379'4.05 MI NW FROM STANLEY.
 QA0379'REACHED FROM THE POST OFFICE IN STANLEY GO NORTH 0.1 MILE TO STATE
 QA0379'HIGHWAY 21, TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 21 FOR 3.8
 QA0379'MILES TO THE CULVERT OVER JOB CREEK, CONTINUE NORTHWEST ON THE HIGHWAY
 QA0379'FOR 0.15 MILE TO THE MARK ON THE RIGHT, 170 FEET SOUTH OF A POWER POLE
 QA0379'WHERE THE POWER LINE CROSSES THE HIGHWAY, 110 FEET NORTH OF A T FENCE
 QA0379'CORNER, 74 FEET EAST OF THE CENTER OF THE HIGHWAY AND 2 FEET NORTH OF
 QA0379'A METAL WITNESS POST SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 QA0379'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1370 ***********************************************************************
 RA1370  DESIGNATION -  JOE
 RA1370  PID         -  RA1370
 RA1370  STATE/COUNTY-  ID/IDAHO
 RA1370  USGS QUAD   -  WOLF CREEK (1963)
 RA1370
 RA1370                         *CURRENT SURVEY CONTROL
 RA1370  ___________________________________________________________________
 RA1370* NAD 83(1992)-  45 47 15.11565(N)    116 30 18.93817(W)     ADJUSTED  
 RA1370* NAVD 88     -      1404.2    (meters)    4607.     (feet)  VERTCON   
 RA1370  ___________________________________________________________________
 RA1370  LAPLACE CORR-          10.45  (seconds)                    DEFLEC99
 RA1370  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 RA1370
 RA1370  HORZ ORDER  -  SECOND
 RA1370
 RA1370.The horizontal coordinates were established by classical geodetic methods
 RA1370.and adjusted by the National Geodetic Survey in July 1992..
 RA1370
 RA1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1370
 RA1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1370
 RA1370.The geoid height was determined by GEOID03.
 RA1370
 RA1370;                    North         East     Units Scale Factor Converg.
 RA1370;SPC ID W     -   458,103.657   741,275.455   MT  0.99997572   -0 32 28.9
 RA1370;SPC OR N     -   243,357.301 2,810,486.797   MT  0.99995292   +2 49 58.8
 RA1370;SPC OR N     -   798,416.34  9,220,757.21   iFT  0.99995292   +2 49 58.8
 RA1370;UTM  11      - 5,070,560.298   538,455.168   MT  0.99961818   +0 21 16.6
 RA1370
 RA1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1370!SPC ID W     -   0.99978246  x   0.99997572  =   0.99975819
 RA1370!SPC OR N     -   0.99978246  x   0.99995292  =   0.99973539
 RA1370!UTM  11      -   0.99978246  x   0.99961818  =   0.99940072
 RA1370
 RA1370|---------------------------------------------------------------------|
 RA1370| PID    Reference Object                     Distance      Geod. Az  |
 RA1370|                                                           dddmmss.s |
 RA1370| CH6842 JOE RM 1                              3.981 METERS 04041     |
 RA1370| CH6843 JOE RM 2                             11.346 METERS 14038     |
 RA1370| RA1369 JOE CAIRN                             5.000 METERS 27033     |
 RA1370| CH6841 JOE AZ MK                                          3274851.2 |
 RA1370|---------------------------------------------------------------------|
 RA1370
 RA1370                          SUPERSEDED SURVEY CONTROL
 RA1370
 RA1370  NAD 83(1991)-  45 47 15.11582(N)    116 30 18.93850(W) AD(       ) 2
 RA1370  NAD 83(1986)-  45 47 15.11647(N)    116 30 18.93759(W) AD(       ) 2
 RA1370  NAD 27      -  45 47 15.54343(N)    116 30 15.41848(W) AD(       ) 2
 RA1370  NGVD 29 (07/19/86) 1403.0    (m)         4603.     (f) VERT ANG       
 RA1370
 RA1370.Superseded values are not recommended for survey control.
 RA1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1370.See file dsdata.txt to determine how the superseded data were derived.
 RA1370
 RA1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL3845570560(NAD 83)
 RA1370_MARKER: Z = SEE DESCRIPTION
 RA1370_SETTING: 0 = UNSPECIFIED SETTING
 RA1370
 RA1370  HISTORY     - Date     Condition        Report By
 RA1370  HISTORY     - 1945     MONUMENTED       CGS
 RA1370
 RA1370                          STATION DESCRIPTION
 RA1370
 RA1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1370'STATION IS LOCATED ABOUT 10 MILES WNW OF WHITE BIRD, 2-1/2 MILES
 RA1370'SW OF JOSEPH SCHOOL, AND 4 MILES NE OF THE SNAKE RIVER.  IT IS ON
 RA1370'THE W SHOULDER OF A GRASSY, BOULDER-STREWN RIDGE OVERLOOKING THE
 RA1370'SNAKE RIVER AND LYING BETWEEN WOLF CREEK TO THE NW AND GETTA CREEK
 RA1370'TO THE SE.
 RA1370'
 RA1370'THE STATION MARK, STAMPED JOE 1945, IS A BRONZE STATION DISK
 RA1370'SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS APPROXIMATELY 50
 RA1370'YARDS W OF THE HIGHEST POINT OF THE SHOULDER AND 30 FEET LOWER,
 RA1370'AND 5.0 METERS E OF A 2-FOOT CAIRN WITH A POLE IN THE CENTER.
 RA1370'
 RA1370'NO UNDERGROUND OR WITNESS MARK WAS SET.
 RA1370'
 RA1370'REFERENCE MARK 1, STAMPED JOE NO 1 1945, IS A BRONZE REFERENCE
 RA1370'DISK SET IN BEDROCK FLUSH WITH THE SURFACE.  IT IS 3 FEET HIGHER
 RA1370'THAN THE STATION MARK AND ABOUT 8 METERS NE OF THE CAIRN.
 RA1370'
 RA1370'REFERENCE MARK 2, STAMPED JOE NO 2 1945, IS A BRONZE REFERENCE
 RA1370'DISK SET IN AN OUTCROP ABOUT 12 INCHES BY 14 INCHES AND PROTRUDING
 RA1370'10 INCHES ABOVE THE SURFACE.  IT IS AT THE SAME ELEVATION AS THE
 RA1370'STATION MARK AND ABOUT 13 METERS SE OF THE CAIRN.
 RA1370'
 RA1370'THE AZIMUTH MARK, STAMPED JOE 1945, IS A BRONZE AZIMUTH DISK SET
 RA1370'FLUSH IN AN OUTCROPPING LEDGE, ABOUT 3 FEET HIGH, 3 FEET WIDE, AND
 RA1370'15 FEET LONG, ON A POINT OF THE RIDGE.  IT IS 10 FEET SW OF THE
 RA1370'CREST OF THE RIDGE AND 12 FEET NE OF THE SW EDGE OF THE RIM.  TO
 RA1370'REACH FROM THE STATION, GO NNW APPROXIMATELY 0.3 MILE TO THE
 RA1370'POINT OF THE RIDGE AND AZIMUTH MARK.
 RA1370'
 RA1370'TO REACH THE STATION FROM THE SHELL SERVICE STATION IN COTTONWOOD,
 RA1370'GO S ON THE GRAVELED ROAD FOR 0.1 MILE TO CROSS STREETS.  TURN LEFT,
 RA1370'E, FOR 0.1 MILE TO CROSS STREET AT SHELL BULK PLANT.  TURN RIGHT,
 RA1370'S, CROSSING RAILROAD, AND CONTINUE S ON THE MAIN TRAVELED ROAD
 RA1370'FOR 11.7 MILES TO FORKS AND A SMALL WOODEN BRIDGE.  HERE KEEP
 RA1370'RIGHT FORK, ACROSS BRIDGE, AND CONTINUE ALONG THE N SIDE OF THE
 RA1370'SALMON RIVER FOR 1.3 MILES TO W END OF BRIDGE OVER THE SALMON
 RA1370'RIVER.  CONTINUE ON MAIN TRAVELED ROAD AROUND RANCH BUILDINGS
 RA1370'AND UP SWITCH-BACKS LEADING S UP RICE CREEK FOR 11.9 MILES TO
 RA1370'A T-INTERSECTION, STEM S, AT THE MORROW RANCH BUILDINGS.  TURN
 RA1370'LEFT, S, AND CONTINUE ON MAIN TRAVELED ROAD 5.0 MILES TO FORK,
 RA1370'0.1 MILE BEYOND JOSEPH SCHOOLHOUSE.  CONTINUE STRAIGHT AHEAD, S,
 RA1370'ON MAIN TRAVELED ROAD 1.8 MILES TO FORK.  TAKE LEFT FORK (ROAD
 RA1370'TO RIGHT LEADS TO GEORGE BURSTS RANCH) AND CONTINUE S 0.8 MILE
 RA1370'TO FORK.  TURN RIGHT, W, AND CONTINUE ALONG MAIN
 RA1370'TRAVELED ROAD 0.8 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 RA1370'CONTINUE ALONG MAIN TRAVELED ROAD, NW, 1.1 MILES TO DIM
 RA1370'SWITCH-BACK INTERSECTION ON LEFT, ABOUT 100 YARDS BEFORE
 RA1370'REACHING CORRAL.  TURN LEFT AND GO S ON DIM ROAD 0.4 MILE TO
 RA1370'SUMMIT OF FLAT RIDGE AND WELL-WORN STOCK TRAIL ON RIGHT.  TURN
 RA1370'RIGHT, W, AND FOLLOW TRAIL AND DIM TRACKS DOWN INTO SADDLE 0.4
 RA1370'MILE TO WIRE GATE IN FENCE LINE.  PASS THROUGH GATE AND
 RA1370'CONTINUE W ABOUT 150 YARDS TO LOCATION OF STATION, JUST W
 RA1370'OF THE HIGHEST POINT OF THE SHOULDER.  STATION IS APPROXIMATELY
 RA1370'A 4-HOUR DRIVE FROM COTTONWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1369 ***********************************************************************
 RA1369  DESIGNATION -  JOE CAIRN
 RA1369  PID         -  RA1369
 RA1369  STATE/COUNTY-  ID/IDAHO
 RA1369  USGS QUAD   -  WOLF CREEK (1963)
 RA1369
 RA1369                         *CURRENT SURVEY CONTROL
 RA1369  ___________________________________________________________________
 RA1369* NAD 83(1992)-  45 47 15.11722(N)    116 30 19.16965(W)     ADJUSTED  
 RA1369* NAVD 88     -      1404.     (meters)    4606.     (feet)  SCALED    
 RA1369  ___________________________________________________________________
 RA1369  LAPLACE CORR-          10.46  (seconds)                    DEFLEC99
 RA1369  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 RA1369
 RA1369  HORZ ORDER  -  THIRD
 RA1369
 RA1369.The horizontal coordinates were established by classical geodetic methods
 RA1369.and adjusted by the National Geodetic Survey in July 1992..
 RA1369
 RA1369.The orthometric height was scaled from a topographic map.
 RA1369
 RA1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1369
 RA1369.The geoid height was determined by GEOID03.
 RA1369
 RA1369;                    North         East     Units Scale Factor Converg.
 RA1369;SPC ID W     -   458,103.752   741,270.456   MT  0.99997572   -0 32 29.0
 RA1369;SPC OR N     -   243,357.102 2,810,481.802   MT  0.99995292   +2 49 58.7
 RA1369;SPC OR N     -   798,415.69  9,220,740.82   iFT  0.99995292   +2 49 58.7
 RA1369;UTM  11      - 5,070,560.315   538,450.170   MT  0.99961818   +0 21 16.4
 RA1369
 RA1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1369!SPC ID W     -   0.99978246  x   0.99997572  =   0.99975819
 RA1369!SPC OR N     -   0.99978246  x   0.99995292  =   0.99973539
 RA1369!UTM  11      -   0.99978246  x   0.99961818  =   0.99940072
 RA1369
 RA1369                          SUPERSEDED SURVEY CONTROL
 RA1369
 RA1369  NAD 83(1991)-  45 47 15.11739(N)    116 30 19.16997(W) AD(       ) 4
 RA1369  NAD 83(1986)-  45 47 15.11804(N)    116 30 19.16906(W) AD(       ) 4
 RA1369  NAD 27      -  45 47 15.54500(N)    116 30 15.64994(W) AD(       ) 3
 RA1369
 RA1369.Superseded values are not recommended for survey control.
 RA1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1369.See file dsdata.txt to determine how the superseded data were derived.
 RA1369
 RA1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL3845070560(NAD 83)
 RA1369
 RA1369  HISTORY     - Date     Condition        Report By
 RA1369  HISTORY     - 1945     MONUMENTED       CGS
 RA1369
 RA1369                          STATION DESCRIPTION
 RA1369
 RA1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA1369'SEE STATION JOE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1031 ***********************************************************************
 RA1031  DESIGNATION -  JOE CREEK 2
 RA1031  PID         -  RA1031
 RA1031  STATE/COUNTY-  ID/IDAHO
 RA1031  USGS QUAD   -  SLATE CREEK (1995)
 RA1031
 RA1031                         *CURRENT SURVEY CONTROL
 RA1031  ___________________________________________________________________
 RA1031* NAD 83(1992)-  45 40 27.48811(N)    116 18 30.94126(W)     ADJUSTED  
 RA1031* NAVD 88     -       504.757  (meters)    1656.02   (feet)  ADJUSTED  
 RA1031  ___________________________________________________________________
 RA1031  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 RA1031  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 RA1031  DYNAMIC HT  -         504.677 (meters)    1655.76  (feet)  COMP
 RA1031  MODELED GRAV-     980,444.2   (mgal)                       NAVD 88
 RA1031
 RA1031  HORZ ORDER  -  THIRD
 RA1031  VERT ORDER  -  FIRST     CLASS II
 RA1031
 RA1031.The horizontal coordinates were established by classical geodetic methods
 RA1031.and adjusted by the National Geodetic Survey in July 1992..
 RA1031.No horizontal observational check was made to the station.
 RA1031
 RA1031.The orthometric height was determined by differential leveling
 RA1031.and adjusted by the National Geodetic Survey in June 1991..
 RA1031
 RA1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1031
 RA1031.The geoid height was determined by GEOID03.
 RA1031
 RA1031.The dynamic height is computed by dividing the NAVD 88
 RA1031.geopotential number by the normal gravity value computed on the
 RA1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1031.degrees latitude (g = 980.6199 gals.).
 RA1031
 RA1031.The modeled gravity was interpolated from observed gravity values.
 RA1031
 RA1031;                    North         East     Units Scale Factor Converg.
 RA1031;SPC ID W     -   445,393.784   756,479.141   MT  0.99995661   -0 23 58.6
 RA1031;SPC OR N     -   231,564.290 2,826,411.619   MT  0.99993350   +2 58 20.9
 RA1031;SPC OR N     -   759,725.36  9,273,004.00   iFT  0.99993350   +2 58 20.9
 RA1031;UTM  11      - 5,058,093.717   553,850.326   MT  0.99963565   +0 29 40.7
 RA1031
 RA1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1031!SPC ID W     -   0.99992339  x   0.99995661  =   0.99988000
 RA1031!SPC OR N     -   0.99992339  x   0.99993350  =   0.99985689
 RA1031!UTM  11      -   0.99992339  x   0.99963565  =   0.99955907
 RA1031
 RA1031|---------------------------------------------------------------------|
 RA1031| PID    Reference Object                     Distance      Geod. Az  |
 RA1031|                                                           dddmmss.s |
 RA1031| RA0039 JOE CREEK                            19.325 METERS 02538     |
 RA1031| CH6844 JOE CREEK AZ MK                                    0912005.1 |
 RA1031| RA1442 JOE CREEK 2 RM 3                     15.188 METERS 14504     |
 RA1031| RA0038 Y 25                                 19.958 METERS 32529     |
 RA1031|---------------------------------------------------------------------|
 RA1031
 RA1031                          SUPERSEDED SURVEY CONTROL
 RA1031
 RA1031  NAD 83(1991)-  45 40 27.48905(N)    116 18 30.94001(W) AD(       ) 3
 RA1031  NAD 83(1986)-  45 40 27.48905(N)    116 18 30.93995(W) AD(       ) 3
 RA1031  NAD 27      -  45 40 27.90107(N)    116 18 27.43613(W) AD(       ) 3
 RA1031  NGVD 29 (03/27/06)  503.69   (m)         1652.5    (f) RESET       3  
 RA1031
 RA1031.Superseded values are not recommended for survey control.
 RA1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1031.See file dsdata.txt to determine how the superseded data were derived.
 RA1031
 RA1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5385058094(NAD 83)
 RA1031_MARKER: DS = TRIANGULATION STATION DISK
 RA1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1031_SP_SET: CONCRETE POST
 RA1031_STAMPING: JOE CREEK 2 1969 BM RESET
 RA1031_MARK LOGO: CGS   
 RA1031_PROJECTION: PROJECTING 6 CENTIMETERS
 RA1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1031+STABILITY: SURFACE MOTION
 RA1031
 RA1031  HISTORY     - Date     Condition        Report By
 RA1031  HISTORY     - 1969     MONUMENTED       CGS
 RA1031  HISTORY     - 1978     GOOD             NGS
 RA1031  HISTORY     - 1982     GOOD             NGS
 RA1031
 RA1031                          STATION DESCRIPTION
 RA1031
 RA1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (NET)
 RA1031'THE STATION IS 6 MILES SOUTH OF WHITE BIRD AND 4 MILES NORTH OF THE
 RA1031'SETTLEMENT OF SLATE CREEK ON THE SOUTHWEST RIGHT-OF-WAY OF U.S.
 RA1031'HIGHWAY 95.
 RA1031'
 RA1031'TO REACH THE STATION FROM THE WHITE BIRD POST OFFICE GO SOUTH ON
 RA1031'U.S. HIGHWAY 95 FOR 7.5 MILES TO THE SLATE CREEK EMERGENCY AIRPORT
 RA1031'AND THE STATION ON THE RIGHT.
 RA1031'
 RA1031'TO REACH THE AZIMUTH MARK FROM THE STATION ENTER THE FIELD ON THE
 RA1031'NORTHEAST SIDE OF THE HIGHWAY AND THEN GO EAST ON THE FIELD ROAD FOR
 RA1031'0.4 MILE TO THE TELEPHONE LINE, A FENCE CORNER AND THE AZIMUTH
 RA1031'MARK.
 RA1031'
 RA1031'THE STATION MARK, STAMPED JOE CREEK 2 1969 BM RESET IS A STANDARD
 RA1031'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 RA1031'INCHES.  IT IS 0.5 MILE SOUTH OF MILE POST NO. 224, 180 FEET
 RA1031'NORTHWEST OF A METAL WATER TANK, 110 FEET SOUTHEAST OF A SIDE ROAD
 RA1031'WEST, 70 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE SLATE CREEK
 RA1031'EMERGENCY AIRPORT, 60 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 RA1031'95, 1-1/2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE AND 0.5
 RA1031'FOOT SOUTH OF A METAL WITNESS POST.
 RA1031'
 RA1031'REFERENCE MARK NO. 2, STAMPED Y 25 1933, IS A STANDARD BENCH MARK
 RA1031'DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 RA1031'INCHES, 60 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 40 FEET
 RA1031'SOUTH OF A SIDE ROAD WEST, 4.5 FEET SOUTHEAST OF THE NORTHEAST
 RA1031'CORNER OF THE AIRPORT, 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE
 RA1031'LINE, 0.5 FOOT SOUTH OF A METAL WITNESS POST AND 3 FEET BELOW
 RA1031'STATION ELEVATION.
 RA1031'
 RA1031'REFERENCE MARK NO. 3, STAMPED JOE CREEK NO 3 1969 BM RESET, IS A
 RA1031'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RA1031'PROJECTS 4 INCHES, 130 FEET NORTHWEST OF THE METAL WATER TANK, 30
 RA1031'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 50 FEET
 RA1031'SOUTHEAST OF A METAL WITNESS POST, 0.5 FOOT NORTHEAST OF THE
 RA1031'RIGHT-OF-WAY FENCE LINE AND 2 FEET ABOVE STATION ELEVATION.
 RA1031'
 RA1031'THE AZIMUTH MARK, STAMPED JOE CREEK 1945, IS A STANDARD DISK SET IN A
 RA1031'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES, 60 FEET
 RA1031'NORTHWEST OF A TELEPHONE POLE WITH A BRACE WIRE, 5.5 FEET SOUTHEAST
 RA1031'OF A FENCE CORNER AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.
 RA1031
 RA1031                          STATION RECOVERY (1978)
 RA1031
 RA1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RA1031'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 RA1031'RECOVERED IN EXCELLENT CONDITION.  LANDMARKS HAVE CHANGED.  A NEW
 RA1031'AND COMPLETE DESCRIPTION FOLLOWS.
 RA1031'
 RA1031'THE STATION IS ON ROAD RIGHT-OF-WAY.
 RA1031'
 RA1031'TO REACH THE STATION FROM THE WHITE BIRD POST OFFICE GO SOUTHWEST ON
 RA1031'THE MACADAM ROAD FOR 0.45 MILE TO U.S. HIGHWAY 95, TURN LEFT, AND GO
 RA1031'SOUTH ON U.S. HIGHWAY 95 FOR 6.5 MILES TO THE STATION ON THE RIGHT.
 RA1031'
 RA1031'THE STATION MARK, STAMPED JOE CREEK 2 1969 BM RESET IS A STANDARD
 RA1031'TRIANGULATION STATION DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 RA1031'THAT PROJECTS 4-INCHES, 0.2 MILE NORTHWEST OF MILEPOST NO. 217, 110
 RA1031'FEET SOUTHEAST OF A SIDE ROAD WEST TO LYON CREEK, 70 FEET
 RA1031'SOUTHEAST OF THE NORTHEAST CORNER OF THE SLATE CREEK EMERGENCY
 RA1031'AIRPORT, 61 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 95, 2
 RA1031'FEET SOUTHEAST OF THE SOUTH END OF A METAL GATE, 1-1/2 FEET
 RA1031'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, AND 0.5 FOOT SOUTH OF A
 RA1031'METAL WITNESS POST.
 RA1031'
 RA1031'REFERENCE MARK NO. 2, STAMPED Y 25 1933, IS A STANDARD BENCH MARK
 RA1031'DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 RA1031'6-INCHES, 56 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 40 FEET
 RA1031'SOUTH OF A SIDE ROAD WEST, 4.5 FEET SOUTHEAST OF THE NORTHEAST
 RA1031'CORNER OF THE AIRPORT, AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.
 RA1031'
 RA1031'REFERENCE MARK NO. 3, STAMPED JOE CREEK 2 NO 3 1969 BM RESET, IS A
 RA1031'STANDARD DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT
 RA1031'PROJECTS 4-INCHES, 69 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 1
 RA1031'FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, AND 2-FEET
 RA1031'HIGHER THAN THE STATION.
 RA1031'
 RA1031'THERE IS NO LONGER A FIELD ROAD NEAR THE AZIMUTH MARK, AND THE FIELD
 RA1031'WAS IN CROP SO THIS PARTY PACKED EAST ACROSS THE FIELD FOR 0.4 MILE
 RA1031'TO THE AZIMUTH MARK.
 RA1031'
 RA1031'THE AZIMUTH MARK, STAMPED JOE CREEK 1945, IS A STANDARD DISK SET IN A
 RA1031'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6-INCHES, 60 FEET
 RA1031'NORTHWEST OF TELEPHONE POLE NO. 539, WITH A BRACE WIRE, 5.5 FEET
 RA1031'SOUTHEAST OF A FENCE CORNER, AND 0.5 FOOT SOUTH OF A METAL WITNESS
 RA1031'POST.
 RA1031'
 RA1031'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH OF
 RA1031'WHITE BIRD.
 RA1031
 RA1031                          STATION RECOVERY (1982)
 RA1031
 RA1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA1031'4.9 KM (3.1 MI) NORTH FROM SLATE CREEK.
 RA1031'4.95 KM (3.1 MI) NORTH ALONG US HIGHWAY 95 FROM THE US FOREST SERVICE
 RA1031'RANGER STATION IN SLATE CREEK, AT THE Y-JUNCTION OF A PRIVATE ROAD
 RA1031'LEADING NORTHWEST, 3.1 KM (1.95 MI) SOUTH OF THE CROSSING OF
 RA1031'SKOOKUMCHUCK CREEK, 1.2 KM (0.75 MI) NORTHWEST OF THE NORTHWEST END OF
 RA1031'THE NORTHWEST ONE OF TWO BRIDGES OVER THE SALMON RIVER, 0.4 KM (0.25
 RA1031'MI) NORTHWEST OF MILEPOST 217, 19.3 METERS (63.5 FT) SOUTHWEST OF THE
 RA1031'HIGHWAY CENTERLINE, 33.1 METERS (108.5 FT) SOUTHEAST OF THE CENTER OF
 RA1031'THE PRIVATE ROAD, 21.0 METERS (69 FT) SOUTHEAST OF THE T-JUNCTION
 RA1031'FENCE POST, 20.0 METERS (65.5 FT) SOUTHEAST OF BM Y 25, 15.2 METERS
 RA1031'(50 FT) NORTHWEST OF RM 3, 0.6 METER (2 FT) EAST OF THE SOUTHEAST GATE
 RA1031'POST FOR A STEEL GATE, 0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY
 RA1031'FENCE.
 RA1031'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 RA1031'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1442 ***********************************************************************
 RA1442  DESIGNATION -  JOE CREEK 2 RM 3
 RA1442  PID         -  RA1442
 RA1442  STATE/COUNTY-  ID/IDAHO
 RA1442  USGS QUAD   -  SLATE CREEK (1995)
 RA1442
 RA1442                         *CURRENT SURVEY CONTROL
 RA1442  ___________________________________________________________________
 RA1442* NAD 83(1986)-  45 40 27.     (N)    116 18 31.     (W)     SCALED    
 RA1442* NAVD 88     -       505.37   (meters)    1658.0    (feet)  RESET     
 RA1442  ___________________________________________________________________
 RA1442  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 RA1442
 RA1442  VERT ORDER  -  THIRD
 RA1442
 RA1442.The horizontal coordinates were scaled from a topographic map and have
 RA1442.an estimated accuracy of +/- 6 seconds.
 RA1442
 RA1442.The orthometric height was computed from unverified reset data.
 RA1442.No vertical observational check was made to the station.
 RA1442
 RA1442.The geoid height was determined by GEOID03.
 RA1442
 RA1442;                    North         East    Units  Estimated Accuracy
 RA1442;SPC ID W     -   445,380.      756,480.      MT  (+/- 180 meters Scaled)
 RA1442
 RA1442                          SUPERSEDED SURVEY CONTROL
 RA1442
 RA1442  NGVD 29 (03/27/06)  504.30   (m)         1654.5    (f) RESET       3  
 RA1442
 RA1442.Superseded values are not recommended for survey control.
 RA1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1442.See file dsdata.txt to determine how the superseded data were derived.
 RA1442
 RA1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL538580(NAD 83)
 RA1442_MARKER: DR = REFERENCE MARK DISK
 RA1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA1442_SP_SET: CONCRETE POST
 RA1442_STAMPING: JOE CREEK 2 NO 3 1969 BM RESET
 RA1442_MARK LOGO: CGS   
 RA1442_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1442+STABILITY: SURFACE MOTION
 RA1442
 RA1442  HISTORY     - Date     Condition        Report By
 RA1442  HISTORY     - 1969     MONUMENTED       CGS
 RA1442  HISTORY     - 19690223 GOOD             CGS
 RA1442
 RA1442                          STATION DESCRIPTION
 RA1442
 RA1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RA1442'FROM THE WHITE BIRD POST OFFICE GO SOUTH ON US HIGHWAY 95 FOR 7.5
 RA1442'MILES (12.1 KM) TO THE SLATE CREEK EMERGENCY AIRPORT AND THE MONUMENT
 RA1442'ON THE RIGHT, 160 FEET (48.8 M) SOUTH EAST OF A SIDE ROAD WEST, 130
 RA1442'FEET (39.6 M) NORTHWEST OF A METAL WATER TANK, 60 FEET (18.3 M)
 RA1442'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT (15.2 CM)
 RA1442'NORTHEST OF THE RIGHT-OF-WAY FENCE LINE, MARK PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1249 ***********************************************************************
 OH1249  DESIGNATION -  JOHN
 OH1249  PID         -  OH1249
 OH1249  STATE/COUNTY-  ID/ADA
 OH1249  USGS QUAD   -  BOISE SOUTH (1976)
 OH1249
 OH1249                         *CURRENT SURVEY CONTROL
 OH1249  ___________________________________________________________________
 OH1249* NAD 83(1992)-  43 35 19.12589(N)    116 14 46.05317(W)     ADJUSTED  
 OH1249* NAVD 88     -       850.5    (meters)    2790.     (feet)  VERTCON   
 OH1249  ___________________________________________________________________
 OH1249  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 OH1249  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 OH1249
 OH1249  HORZ ORDER  -  SECOND
 OH1249
 OH1249.The horizontal coordinates were established by classical geodetic methods
 OH1249.and adjusted by the National Geodetic Survey in July 1992..
 OH1249
 OH1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1249
 OH1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1249
 OH1249.The geoid height was determined by GEOID03.
 OH1249
 OH1249;                    North         East     Units Scale Factor Converg.
 OH1249;SPC ID W     -   213,609.397   759,936.384   MT  0.99995307   -0 20 31.5
 OH1249;UTM  11      - 4,826,462.370   560,857.297   MT  0.99964555   +0 31 11.3
 OH1249
 OH1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1249!SPC ID W     -   0.99986930  x   0.99995307  =   0.99982238
 OH1249!UTM  11      -   0.99986930  x   0.99964555  =   0.99951490
 OH1249
 OH1249|---------------------------------------------------------------------|
 OH1249| PID    Reference Object                     Distance      Geod. Az  |
 OH1249|                                                           dddmmss.s |
 OH1249| CD5817 JOHN RM 1                             9.166 METERS 18203     |
 OH1249| OH1250 JOHN RM 2                             9.784 METERS 26954     |
 OH1249| OH1251 BOISE KGEM RADIO MAST               APPROX. 0.9 KM 3350745.6 |
 OH1249|---------------------------------------------------------------------|
 OH1249
 OH1249                          SUPERSEDED SURVEY CONTROL
 OH1249
 OH1249  NAD 83(1986)-  43 35 19.12645(N)    116 14 46.05028(W) AD(       ) 2
 OH1249  NAD 27      -  43 35 19.52662(N)    116 14 42.62463(W) AD(       ) 2
 OH1249  NGVD 29 (07/19/86)  849.5    (m)         2787.     (f) VERT ANG       
 OH1249
 OH1249.Superseded values are not recommended for survey control.
 OH1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1249.See file dsdata.txt to determine how the superseded data were derived.
 OH1249
 OH1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6085726462(NAD 83)
 OH1249_MARKER: DH = HORIZONTAL CONTROL DISK
 OH1249_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OH1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1249+STABILITY: SURFACE MOTION
 OH1249
 OH1249  HISTORY     - Date     Condition        Report By
 OH1249  HISTORY     - 1979     MONUMENTED       NGS
 OH1249  HISTORY     - 20010625 MARK NOT FOUND   IDTD
 OH1249
 OH1249                          STATION DESCRIPTION
 OH1249
 OH1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1249'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF THE STATE
 OH1249'CAPITOL BUILDING, 3/4 MILE NORTHEAST OF INTERSTATE HIGHWAY 80 N,
 OH1249'1 1/2 MILES NORTHWEST OF THE BOISE MUNICIPAL AIRPORT AND IN A
 OH1249'RESIDENTIAL AREA IN SOUTHWEST BOISE.  IT IS IN THE NORTHWEST 1/4
 OH1249'OF SECTION 20, T3N, R2E.
 OH1249'
 OH1249'TO REACH THE STATION FROM THE JUNCTION OF ORCHARD STREET AND
 OH1249'INTERSTATE HIGHWAY 80 N, GO NORTH ON ORCHARD STREET FOR 0.7 MILE
 OH1249'TO A CROSS STREET.  TURN LEFT AND GO WEST ON SPAULDING STREET FOR
 OH1249'0.15 MILE TO SOUTH HILTON STREET.  TURN RIGHT ON SOUTH
 OH1249'HILTON STREET AND GO 0.15 MILE TO END OF STREET AND THE
 OH1249'STATION ON THE RIGHT.
 OH1249'
 OH1249'THE STATION IS A STANDARD NGS DISK
 OH1249'STAMPED---JOHN 1979---,
 OH1249'SET INTO A DRILL HOLE IN CURB OVER STORM DRAIN.
 OH1249'IT IS LOCATED
 OH1249'5 METERS EAST FROM THE CENTER OF SOUTH HILTON STREET.
 OH1249'10.5 METERS EAST-SOUTHEAST FROM A BELL TELEPHONE JUNCTION BOX
 OH1249'NUMBER 1701.
 OH1249'18.2 METERS SOUTH FROM A POWERLINE POLE.
 OH1249'9.4 METERS NORTH-NORTHWEST FROM A FENCE CORNER.
 OH1249'
 OH1249'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 OH1249'STAMPED---JOHN NO 1 1979---,
 OH1249'SET INTO A DRILL HOLE IN CURB ON THE EAST SIDE OF SOUTH HILTON
 OH1249'STREET.
 OH1249'IT IS LOCATED
 OH1249'1.8 METERS WEST FROM A FENCE CORNER.
 OH1249'5 METERS EAST FROM THE CENTER OF SOUTH HILTON STREET.
 OH1249'16.4 METERS SOUTHEAST FROM BELL TELEPHONE JUNCTION BOX NUMBER
 OH1249'1701.
 OH1249'MARK IS LEVEL WITH STATION.
 OH1249'
 OH1249'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 OH1249'STAMPED---JOHN NO 2 1979---,
 OH1249'SET INTO A DRILL HOLE IN CURB ON THE WEST SIDE OF SOUTH HILTON
 OH1249'STREET.
 OH1249'IT IS LOCATED
 OH1249'3.4 METERS SOUTH FROM BELL TELEPHONE JUNCTION BOX NUMBER 1701.
 OH1249'5 METERS WEST FROM THE CENTER OF SOUTH HILTON STREET.
 OH1249'0.75 METERS EAST FROM A FENCE.
 OH1249'MARK IS LEVEL WITH STATION.
 OH1249'
 OH1249'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OH1249
 OH1249                          STATION RECOVERY (2001)
 OH1249
 OH1249'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (BEK)
 OH1249'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 OH1249'MEASUREMENTS FROM BOTH REFERENCE MARKS WERE MADE BUT STATION JOHN
 OH1249'WAS NOT FOUND.  POSSIBLE NEW CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1249 ***********************************************************************
 RA1249  DESIGNATION -  JOHN
 RA1249  PID         -  RA1249
 RA1249  STATE/COUNTY-  ID/IDAHO
 RA1249  USGS QUAD   -  LUCILE (1995)
 RA1249
 RA1249                         *CURRENT SURVEY CONTROL
 RA1249  ___________________________________________________________________
 RA1249* NAD 83(1992)-  45 34 36.12754(N)    116 15 56.28094(W)     ADJUSTED  
 RA1249* NAVD 88     -      1115.8    (meters)    3661.     (feet)  VERTCON   
 RA1249  ___________________________________________________________________
 RA1249  LAPLACE CORR-           8.59  (seconds)                    DEFLEC99
 RA1249  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 RA1249
 RA1249  HORZ ORDER  -  SECOND
 RA1249
 RA1249.The horizontal coordinates were established by classical geodetic methods
 RA1249.and adjusted by the National Geodetic Survey in July 1992..
 RA1249
 RA1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1249
 RA1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1249
 RA1249.The geoid height was determined by GEOID03.
 RA1249
 RA1249;                    North         East     Units Scale Factor Converg.
 RA1249;SPC ID W     -   434,524.396   759,756.526   MT  0.99995324   -0 22 05.8
 RA1249;UTM  11      - 5,047,280.186   557,295.716   MT  0.99964036   +0 31 28.2
 RA1249
 RA1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1249!SPC ID W     -   0.99982757  x   0.99995324  =   0.99978082
 RA1249!UTM  11      -   0.99982757  x   0.99964036  =   0.99946799
 RA1249
 RA1249:                Primary Azimuth Mark                     Grid Az
 RA1249:SPC ID W     -  JOHN AZ MK                               106 04 03.4
 RA1249:UTM  11      -  JOHN AZ MK                               105 10 29.4
 RA1249
 RA1249|---------------------------------------------------------------------|
 RA1249| PID    Reference Object                     Distance      Geod. Az  |
 RA1249|                                                           dddmmss.s |
 RA1249| CH6845 JOHN AZ MK                                         1054157.6 |
 RA1249| CH6846 JOHN RM 1                             5.298 METERS 13128     |
 RA1249| CH6847 JOHN RM 2                             5.973 METERS 22202     |
 RA1249|---------------------------------------------------------------------|
 RA1249
 RA1249                          SUPERSEDED SURVEY CONTROL
 RA1249
 RA1249  NAD 83(1991)-  45 34 36.12844(N)    116 15 56.27946(W) AD(       ) 2
 RA1249  NAD 83(1986)-  45 34 36.12847(N)    116 15 56.27947(W) AD(       ) 2
 RA1249  NAD 27      -  45 34 36.52952(N)    116 15 52.78743(W) AD(       ) 2
 RA1249  NGVD 29 (07/19/86) 1114.7    (m)         3657.     (f) VERT ANG       
 RA1249
 RA1249.Superseded values are not recommended for survey control.
 RA1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1249.See file dsdata.txt to determine how the superseded data were derived.
 RA1249
 RA1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5729647280(NAD 83)
 RA1249_MARKER: DS = TRIANGULATION STATION DISK
 RA1249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RA1249_STAMPING: JOHN 1945
 RA1249_MARK LOGO: CGS   
 RA1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1249+STABILITY: SURFACE MOTION
 RA1249
 RA1249  HISTORY     - Date     Condition        Report By
 RA1249  HISTORY     - 1945     MONUMENTED       CGS
 RA1249  HISTORY     - 19850522 GOOD             NGS
 RA1249
 RA1249                          STATION DESCRIPTION
 RA1249
 RA1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1249'STATION IS LOCATED ON THE HIGHEST PART OF A FLAT, GRASS-COVERED
 RA1249'RIDGE, ABOUT 1.5 MILES E OF THE SALMON RIVER, AND 0.75 MILE S OF JOHN
 RA1249'DAY CREEK.  IT IS 150 FEET SSE OF A FENCE CORNER, 100 FEET E OF A
 RA1249'N-S FENCE LINE, AND 0.3 MILE W OF A POLE CORRAL.
 RA1249'
 RA1249'STATION MARK IS A BRONZE STATION DISK BRAZED TO A 3-INCH IRON PIPE
 RA1249'PROJECTING 6 INCHES.  DISK IS STAMPED JOHN 1945.
 RA1249'
 RA1249'REFERENCE MARK 1 IS SE OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 RA1249'BRAZED TO A 3-INCH IRON PIPE PROJECTING 10 INCHES.  IT IS STAMPED
 RA1249'JOHN NO 1 1945 AND IS THE SAME ELEVATION AS THE STATION.
 RA1249'
 RA1249'REFERENCE MARK 2 IS SSW OF THE STATION.  IT IS A BRONZE REFERENCE
 RA1249'DISK BRAZED TO A 3-INCH IRON PIPE PROJECTING 6 INCHES.  IT IS
 RA1249'STAMPED JOHN NO 2 1945 AND IS 1 FOOT LOWER THAN THE STATION.
 RA1249'
 RA1249'AZIMUTH MARK IS ENE OF THE STATION, LOCATED IN AN OPEN FIELD, ON THE
 RA1249'FIRST BENCH BELOW TOP OF THE RIDGE, AND 10 FEET SE OF A POLE CORRAL.
 RA1249'IT IS A BRONZE AZIMUTH DISK BRAZED TO A 3-INCH IRON PIPE PROJECTING
 RA1249'7 INCHES.  IT IS STAMPED JOHN 1945.
 RA1249'
 RA1249'TO REACH THE STATION FROM THE POST OFFICE IN LUCILE, GO N ON U.S.
 RA1249'HIGHWAY 95 FOR 3.9 MILES TO A DIRT ROAD LEADING UP JOHN DAY CREEK.
 RA1249'TURN RIGHT UP JOHN DAY CREEK FOR 1.25 MILES TO THE END OF TRUCK
 RA1249'TRAVEL AT AN OLD BARN WITH A METAL ROOF.  FROM HERE PACK ACROSS JOHN
 RA1249'DAY CREEK ON A FOOT BRIDGE AND UP THE SLOPE OF THE RIDGE ALONG
 RA1249'THE W SIDE OF A RAVINE TO TOP OF THE RIDGE AND A FENCE LINE.  THENCE
 RA1249'LEFT ALONG FENCE LINE TO A FENCE CORNER AT THE HIGHEST PART OF THE
 RA1249'RIDGE AND THE STATION.  A 2-HOUR PACK.
 RA1249
 RA1249                          STATION RECOVERY (1985)
 RA1249
 RA1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 RA1249'THE STATION WAS RECOVERED IN GOOD CONDITION RM 1 AND 2 HAD BEEN PULLED
 RA1249'OUT OF THE GROUND.  THE AZ MK WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 RA1249'AZ MK 2 AND RM THREE AND FOUR WERE SET AT THIS TIME. THE STATION WAS
 RA1249'LOCATED ON THE HIGHEST PART OF A FLAT, GRASS COVERED RIDGE ABOUT 1.5
 RA1249'MILES (2.4 KM) E OF THE SALMON RIVER 0.8 MILE (1.3 KM) S OF JOHN DAY
 RA1249'CREEK AND ON PROPERTY OWNED BY DAVE CEREGHIND, JOHN DAY RANCH, LUCLE
 RA1249'ID.  TO REACH THE STATION FROM THE POST OFFICE IN LUCILE, GO E 0.1
 RA1249'MILE (0.2 KM) TO HWY 95, TURN LEFT AND GO 4.0 MILE (6.4 KM) TURN
 RA1249'RIGHT, JUST AFTER CROSSING JOHN DAY CREEK AND GO 0.4 MILE (0.6 KM) TO
 RA1249'A FARM ROAD RIGHT, TURN RIGHT AND GO 0.005 MILE (0.008 KM) TO A GATE
 RA1249'ON THE RIGHT, PASS THROUGH GATE AND GO UPHILL 0.4 MILE (0.6 KM) TO
 RA1249'ANOTHER GATE, PASS THROUGH GATE AND GO 0.05 MILE (0.08 KM) TO A T
 RA1249'JUNCTION.  TURN LEFT AND FOLLOW ALONG N EDGE OF FIELD 0.2 MILE (0.3
 RA1249'KM) TO A GATE, PASS THROUGH GATE AND GO UPHILL 1.05 MILE (1.69 KM) TO
 RA1249'ROAD FORK, KEEP LEFT AND GO UPHILL 0.55 MILE (0.89 KM) TO A ROAD FORK,
 RA1249'KEEP RIGHT AND GO UPHILL 1.0 MILE (1.6 KM) TO A FENCE CORNER ON THE
 RA1249'LEFT AND THE STATION ABOUT 50 METERS (164.0 FT) ON THE RIGHT.
 RA1249' 
 RA1249'THE STATION IS A STANDARD CGS DISK STAMPED---JOHN 1945---, SET INTO A
 RA1249'METAL PIPE, 3 INCHES IN DIAMETER, PROJECTING 5 INCHES ABOVE THE
 RA1249'GROUND.  THE STATION IS LOCATED 140 FT (42.7 M) SSE FROM A FENCE
 RA1249'CORNER, 0.6 METERS (2.0 FT) E FRM A WITNESS POST, 125 FT (38.1 M) SSE
 RA1249'FROM THE CENTERLINE OF A TRACK ROAD.  RM NO 3, IS A STANDARD NGS DISK
 RA1249'STAMPED---JOHN NO 3 1945 1985---, SET INTO THE TOP OF A METAL PIPE, 3
 RA1249'INCHES, IN DIAMETER, PROJECTING 9 INCHES ABOVE THE GROUND.  THE
 RA1249'STATION IS LOCATED 6.0 METERS (19.7 FT) SE FROM A WITNESS POST, 25
 RA1249'METERS (82.0 FT) W FROM THE W CENTERLINE OF A TRACK ROAD, AND ABOUT
 RA1249'SAME ELEVATION AS THE STATION. RM NO 4, IS A STANDARD NGS DISK
 RA1249'STAMPED---JOHN NO 4 1945 1985---, THE STATION IS LOCATED 32 METERS
 RA1249'(105.0 FT) W FROM THE CENTERLINE OF A TRACK ROAD, 5.7 METERS (18.7 FT)
 RA1249'SW FROM A WITNESS POST, AND ABOUT SAME ELEVATION AS THE STATION.  AZ
 RA1249'MK NO 2, IS A STANDARD NGS DISK STAMPED---JOHN 1945 NO 2 1985---, SET
 RA1249'INTO A PARTIALLY EXPOSED BOULDER OF 0.7 METERS (2.3 FT) LARGEST
 RA1249'DIMENSION. THE STATION IS LOCATED 3.8 METERS (12.5 FT) N FROM A LONE
 RA1249'PINE, 0.7 METERS (2.3 FT) E FROM A WITNESS POST.  TO REACH THE AZ MK
 RA1249'FROM THE STATION GO S ON TRACK ROAD FOR 0.25 MILE (0.40 KM) TO WHERE
 RA1249'TRACK ROAD GOES INTO BRUSH, KEEP RIGHT OF BRUSH AND GO UPHILL 0.1 MILE
 RA1249'(0.2 KM) TO A ROCK POINT AND STATION.  THE MARK IS ON A SLOPING ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0993 ***********************************************************************
 RY0993  DESIGNATION -  JOHN
 RY0993  PID         -  RY0993
 RY0993  STATE/COUNTY-  ID/CLEARWATER
 RY0993  USGS QUAD   -  JOHN LEWIS MMOUNTAIN (1994)
 RY0993
 RY0993                         *CURRENT SURVEY CONTROL
 RY0993  ___________________________________________________________________
 RY0993* NAD 83(1992)-  46 41 37.87030(N)    115 56 46.99621(W)     ADJUSTED  
 RY0993* NAVD 88     -      1286.3    (meters)    4220.     (feet)  VERTCON   
 RY0993  ___________________________________________________________________
 RY0993  LAPLACE CORR-           9.02  (seconds)                    DEFLEC99
 RY0993  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 RY0993
 RY0993  HORZ ORDER  -  SECOND
 RY0993
 RY0993.The horizontal coordinates were established by classical geodetic methods
 RY0993.and adjusted by the National Geodetic Survey in July 1992..
 RY0993
 RY0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0993
 RY0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0993
 RY0993.The geoid height was determined by GEOID03.
 RY0993
 RY0993;                    North         East     Units Scale Factor Converg.
 RY0993;SPC ID W     -   558,581.251   784,979.427   MT  0.99993611   -0 08 34.5
 RY0993;UTM  11      - 5,171,683.030   580,557.600   MT  0.99967976   +0 46 00.3
 RY0993
 RY0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0993!SPC ID W     -   0.99980103  x   0.99993611  =   0.99973715
 RY0993!UTM  11      -   0.99980103  x   0.99967976  =   0.99948085
 RY0993
 RY0993:                Primary Azimuth Mark                     Grid Az
 RY0993:SPC ID W     -  TOWNSHIP BUTTE LOOKOUT TOWER             030 18 10.2
 RY0993:UTM  11      -  TOWNSHIP BUTTE LOOKOUT TOWER             029 23 35.4
 RY0993
 RY0993|---------------------------------------------------------------------|
 RY0993| PID    Reference Object                     Distance      Geod. Az  |
 RY0993|                                                           dddmmss.s |
 RY0993| RY1009 TOWNSHIP BUTTE LOOKOUT TOWER        APPROX. 8.6 KM 0300935.7 |
 RY0993| RY1007 BERTHA                              APPROX.14.1 KM 0562100.5 |
 RY0993| RY0985 DULL AXE LOOKOUT TOWER              APPROX.13.0 KM 0922226.9 |
 RY0993| CH6848 JOHN RM 1                            22.616 METERS 20317     |
 RY0993| RY0994 JOHN LEWIS LOOKOUT TOWER              6.139 METERS 24459     |
 RY0993| CH6849 JOHN RM 2                            25.725 METERS 28248     |
 RY0993|---------------------------------------------------------------------|
 RY0993
 RY0993                          SUPERSEDED SURVEY CONTROL
 RY0993
 RY0993  NAD 83(1986)-  46 41 37.87513(N)    115 56 46.99357(W) AD(       ) 2
 RY0993  NAD 27      -  46 41 38.21110(N)    115 56 43.45700(W) AD(       ) 2
 RY0993  NGVD 29 (07/19/86) 1285.2    (m)         4217.     (f) VERT ANG       
 RY0993
 RY0993.Superseded values are not recommended for survey control.
 RY0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0993.See file dsdata.txt to determine how the superseded data were derived.
 RY0993
 RY0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM8055871683(NAD 83)
 RY0993_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RY0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0993
 RY0993  HISTORY     - Date     Condition        Report By
 RY0993  HISTORY     - 1959     MONUMENTED       CGS
 RY0993
 RY0993                          STATION DESCRIPTION
 RY0993
 RY0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0993'STATION IS ABOUT 14-1/2 MILES NORTH AND 14-1/2 MILES EAST OF
 RY0993'OROFINO, 6-1/2 MILES WEST AND 4-1/2 MILES NORTH OF HEADQUARTERS
 RY0993'AND 2-1/2 MILES EAST OF THE NORTH FORK OF THE CLEARWATER RIVER,
 RY0993'ON A HIGH TIMBER COVERED BUTTE.  IN THE NORTHEAST 1/4 OF THE
 RY0993'SOUTHWEST 1/4 OF SECTION 27, T 39 N, R 4 E.
 RY0993'
 RY0993'TO REACH FROM THE POST OFFICE IN PIERCE, GO NORTHWESTERLY ON
 RY0993'STATE HIGHWAY 11 FOR 6.0 MILES TO A CROSSROADS JUST AFTER
 RY0993'CROSSING A SMALL WOOD BRIDGE, TURN LEFT, WESTERLY, ON GRAVEL
 RY0993'ROAD FOR 4.8 MILES TO A FORK TAKE THE RIGHT FORK, NORTHERLY,
 RY0993'ON GRAVEL ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT, CONTINUE ON
 RY0993'GRAVEL ROAD FOR 1.8 MILES TO A STOCKPILE OF GRAVEL ON THE RIGHT,
 RY0993'CONTINUE ON GRAVEL ROAD FOR 2.2 MILES TO A CREEK BRIDGE,
 RY0993'CONTINUE ON GRAVEL ROAD FOR 0.55 MILE TO A FORK, TAKE THE RIGHT
 RY0993'FORK AND GO 1.4 MILES TO A FORK, TAKE THE RIGHT FORK AND
 RY0993'GO 0.8 MILE TO A FORK, TAKE THE RIGHT FORK AND GO 1.8 MILES TO
 RY0993'A REVERSE Y-JUNCTION ON THE LEFT JUST AFTER PASSING
 RY0993'BUILDINGS ON THE LEFT, TURN SHARP LEFT AND GO 1.05 MILES TO A
 RY0993'FORK, TAKE THE RIGHT FORK AND GO 3.75 MILES TO A FORK,
 RY0993'TAKE LEFT FORK AND GO 1.15 MILES TO A REVERSE Y-JUNCTION ON
 RY0993'THE RIGHT, CONTINUE ON GRADED ROAD FOR 2.0 MILES TO LOOKOUT
 RY0993'TOWER AND STATION.
 RY0993'
 RY0993'STATION MARKS ARE STANDARD DISKS, STAMPED JOHN 1959.  THE SURFACE
 RY0993'DISK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 RY0993'PROJECTING 6 INCHES.  IT IS 45 FEET EAST-NORTHEAST OF THE EAST
 RY0993'CORNER OF A SMALL CABIN, 18 FEET EAST OF THE NORTH LEG OF
 RY0993'LOOKOUT TOWER AND 12 FEET NORTHEAST OF THE EAST LEG OF THE
 RY0993'LOOKOUT TOWER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RY0993'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 RY0993'
 RY0993'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JOHN NO 1 1959,
 RY0993'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 RY0993'6 INCHES.  IT IS 61 FEET SOUTH-SOUTHEAST OF THE EAST CORNER OF
 RY0993'THE CABIN, 52 FEET EAST OF THE CENTER OF THE GRAVEL DRIVEWAY
 RY0993'LEADING TO THE LOOKOUT TOWER AND 49 FEET SOUTH OF THE SOUTH LEG
 RY0993'OF THE LOOKOUT TOWER.
 RY0993'
 RY0993'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JOHN NO 2 1959,
 RY0993'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5
 RY0993'INCHES.  IT IS 54 FEET WEST-NORTHWEST OF THE WEST LEG OF THE
 RY0993'LOOKOUT TOWER, 29 FEET NORTH OF THE CENTER OF THE DRIVEWAY TO
 RY0993'THE LOOKOUT TOWER AND 25 FEET NORTHWEST OF THE NORTH CORNER OF
 RY0993'THE CABIN.
 RY0993'
 RY0993'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 RY0993'
 RY0993'A SECOND ORDER TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER
 RY0993'OF THE BASE OF THE LOOKOUT TOWER.
 RY0993'
 RY0993'HEIGHT OF LIGHT ABOVE STATION MARK 21.83 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1240 ***********************************************************************
 RA1240  DESIGNATION -  JOHN DAY
 RA1240  PID         -  RA1240
 RA1240  STATE/COUNTY-  ID/IDAHO
 RA1240  USGS QUAD   -  JOHN DAY MOUNTAIN (1995)
 RA1240
 RA1240                         *CURRENT SURVEY CONTROL
 RA1240  ___________________________________________________________________
 RA1240* NAD 83(1992)-  45 31 46.73411(N)    116 14 10.72002(W)     ADJUSTED  
 RA1240* NAVD 88     -      2263.8    (meters)    7427.     (feet)  VERTCON   
 RA1240  ___________________________________________________________________
 RA1240  LAPLACE CORR-          11.07  (seconds)                    DEFLEC99
 RA1240  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 RA1240
 RA1240  HORZ ORDER  -  SECOND
 RA1240
 RA1240.The horizontal coordinates were established by classical geodetic methods
 RA1240.and adjusted by the National Geodetic Survey in July 1992..
 RA1240
 RA1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1240
 RA1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1240
 RA1240.The geoid height was determined by GEOID03.
 RA1240
 RA1240;                    North         East     Units Scale Factor Converg.
 RA1240;SPC ID W     -   429,280.783   762,013.359   MT  0.99995107   -0 20 49.4
 RA1240;UTM  11      - 5,042,073.974   559,633.217   MT  0.99964372   +0 32 42.0
 RA1240
 RA1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1240!SPC ID W     -   0.99964765  x   0.99995107  =   0.99959874
 RA1240!UTM  11      -   0.99964765  x   0.99964372  =   0.99929150
 RA1240
 RA1240|---------------------------------------------------------------------|
 RA1240| PID    Reference Object                     Distance      Geod. Az  |
 RA1240|                                                           dddmmss.s |
 RA1240| CH6851 JOHN DAY RM 1                         8.577 METERS 05331     |
 RA1240| CH6850 JOHN DAY AZ MK                                     1062028.6 |
 RA1240| CH6852 JOHN DAY RM 2                         7.368 METERS 30728     |
 RA1240|---------------------------------------------------------------------|
 RA1240
 RA1240                          SUPERSEDED SURVEY CONTROL
 RA1240
 RA1240  NAD 83(1986)-  45 31 46.73461(N)    116 14 10.71796(W) AD(       ) 2
 RA1240  NAD 27      -  45 31 47.13181(N)    116 14 07.23233(W) AD(       ) 2
 RA1240  NGVD 29 (07/19/86) 2262.6    (m)         7423.     (f) VERT ANG       
 RA1240
 RA1240.Superseded values are not recommended for survey control.
 RA1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1240.See file dsdata.txt to determine how the superseded data were derived.
 RA1240
 RA1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5963342074(NAD 83)
 RA1240_MARKER: DS = TRIANGULATION STATION DISK
 RA1240_SETTING: 80 = SET IN A BOULDER
 RA1240_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RA1240
 RA1240  HISTORY     - Date     Condition        Report By
 RA1240  HISTORY     - 1946     MONUMENTED       CGS
 RA1240
 RA1240                          STATION DESCRIPTION
 RA1240
 RA1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 RA1240'STATION IS LOCATED ABOUT 8 MILES NE OF RIGGINS, ABOUT 3 MILES E OF
 RA1240'LUCILE, ON THE TOP OF JOHN DAY MOUNTAIN IN THE NEZPEROE NATIONAL
 RA1240'FOREST.  A TEMPORARY LOOKOUT HAS BEEN LOCATED ON THIS POINT.
 RA1240'STATION IS 25 FEET E OF OLD LOOKOUT PLATFORM AND 60 FEET E OF A
 RA1240'SMALL DUGOUT SHELTER.
 RA1240'
 RA1240'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN A
 RA1240'BOULDER WHICH PROJECTS 2 INCHES.  DISK IS STAMPED JOHN DAY 1945.
 RA1240'
 RA1240'REFERENCE MARK 1 IS 5 FEET N OF A SMALL CAIRN.  IT IS A BRONZE
 RA1240'REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER WHICH IS 3 FEET
 RA1240'LOWER THAN THE STATION AND PROJECTS 1 FOOT.  DISK IS STAMPED JOHN
 RA1240'DAY NO 1 1945.
 RA1240'
 RA1240'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 3- BY 4- FOOT
 RA1240'BOULDER 5 FEET LOWER THAN THE STATION AND PROJECTS 2 FEET.  DISK IS
 RA1240'STAMPED JOHN DAY NO 2 1945.
 RA1240'
 RA1240'AZIMUTH MARK IS LOCATED ALONG TRAIL TO THE STATION.  PLACE IS MARKED
 RA1240'BY TWO TRIANGULAR BLAZED TREES TO THE RIGHT OF THE TRAIL.  IT IS 25
 RA1240'FEET S OF TRAIL.  IT IS A BRONZE AZIMUTH DISK SET IN A LARGE
 RA1240'BOULDER 20 BY 20 FEET ON TOP AND PROJECTS 12 FEET.  DISK IS STAMPED
 RA1240'JOHN DAY 1945.
 RA1240'
 RA1240'TO REACH FROM THE POST OFFICE IN RIGGINS, GO N ON U.S. HIGHWAY 95 FOR
 RA1240'19.05 MILES TO A DIRT ROAD ON THE RIGHT AT SIGN SLATE CREEK, TURN
 RA1240'RIGHT AND GO UP THE SLATE CREEK ROAD FOR 8.55 MILES TO SIGN NEZ
 RA1240'PERCE NATIONAL FOREST AND CATTLE GUARD, CROSS CATTLE GUARD AND
 RA1240'FOLLOW ROAD FOR 4.4 MILES TO A FORK, TAKE RIGHT FORK FOR 4.5 MILES
 RA1240'TO A FORK, TAKE RIGHT FORK FOR 0.1 MILE TO A TRAIL ON THE RIGHT.
 RA1240'FROM THIS POINT PACK W ALONG TRAIL TO A CABIN IN A DRAW AND TRAIL
 RA1240'FORKS, TAKE THE RIGHT-HAND FORK ON THE JOHN DAY MOUNTAIN
 RA1240'TRAIL, FOLLOW TRAIL FOR ABOUT 2-1/2 MILES TO THE AZIMUTH MARK AS
 RA1240'DESCRIBED, FROM THIS POINT FOLLOW TRAIL NW TO A SPRING, TURN RIGHT
 RA1240'UP HILL TO THE TOP OF JOHN DAY MOUNTAIN AND STATION AS
 RA1240'DESCRIBED.  NOTE--PACK WILL REQUIRE 2-1/2 HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0994 ***********************************************************************
 RY0994  DESIGNATION -  JOHN LEWIS LOOKOUT TOWER
 RY0994  PID         -  RY0994
 RY0994  STATE/COUNTY-  ID/CLEARWATER
 RY0994  USGS QUAD   -  JOHN LEWIS MMOUNTAIN (1994)
 RY0994
 RY0994                         *CURRENT SURVEY CONTROL
 RY0994  ___________________________________________________________________
 RY0994* NAD 83(1992)-  46 41 37.78621(N)    115 56 47.25800(W)     ADJUSTED  
 RY0994* NAVD 88     -                                                        
 RY0994  ___________________________________________________________________
 RY0994  LAPLACE CORR-           9.03  (seconds)                    DEFLEC99
 RY0994  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 RY0994
 RY0994  HORZ ORDER  -  THIRD
 RY0994
 RY0994.The horizontal coordinates were established by classical geodetic methods
 RY0994.and adjusted by the National Geodetic Survey in July 1992..
 RY0994
 RY0994
 RY0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0994
 RY0994.The geoid height was determined by GEOID03.
 RY0994
 RY0994;                    North         East     Units Scale Factor Converg.
 RY0994;SPC ID W     -   558,578.668   784,973.859   MT  0.99993611   -0 08 34.7
 RY0994;UTM  11      - 5,171,680.360   580,552.074   MT  0.99967975   +0 46 00.1
 RY0994
 RY0994                          SUPERSEDED SURVEY CONTROL
 RY0994
 RY0994  NAD 83(1986)-  46 41 37.79024(N)    115 56 47.25514(W) AD(       ) 4
 RY0994  NAD 27      -  46 41 38.12700(N)    115 56 43.71900(W) AD(       ) 3
 RY0994
 RY0994.Superseded values are not recommended for survey control.
 RY0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0994.See file dsdata.txt to determine how the superseded data were derived.
 RY0994
 RY0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM8055271680(NAD 83)
 RY0994
 RY0994  HISTORY     - Date     Condition        Report By
 RY0994  HISTORY     - UNK      MONUMENTED
 RY0994  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RY0994
 RY0994                          STATION DESCRIPTION
 RY0994
 RY0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR)
 RY0994'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RY0994'THE TOWER PROPER IS A WOOD CABIN SUPPORTED BY FOUR POLE LEGS,
 RY0994'UNPAINTED, WITH AN OVERALL HEIGHT OF 65 FEET.  IT IS LOCATED ABOUT
 RY0994'14-1/2 MILES NORTH AND 14-1/2 MILES EAST OF OROFINO, 6-1/2 MILES
 RY0994'WEST AND 4-1/2 MILES NORTH OF HEADQUARTERS AND 2-1/2 MILES EAST
 RY0994'OF THE NORTH FORK OF THE CLEARWATER RIVER, ON A HIGH TIMBER
 RY0994'COVERED BUTTE.  IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF
 RY0994'SECTION 27, T 39 N, R 4 E.  A TRAVERSE CONNECTION WAS MADE TO
 RY0994'THE DETERMINED CENTER OF THE BASE OF THE TOWER FROM
 RY0994'TRIANGULATION STATION JOHN, THE DISTANCE BEING 20.17 FEET OR
 RY0994'6.148 METERS WEST-SOUTHWEST.
 RY0994'
 RY0994'THIS IS THE SAME STATION LISTED AS A NO CHECK POSITION BY
 RY0994'INTERSECTION IN 1933 AND NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0009 ***********************************************************************
 OH0009  DESIGNATION -  JOHNSON
 OH0009  PID         -  OH0009
 OH0009  STATE/COUNTY-  ID/ADA
 OH0009  USGS QUAD   -  BOISE SOUTH (1976)
 OH0009
 OH0009                         *CURRENT SURVEY CONTROL
 OH0009  ___________________________________________________________________
 OH0009* NAD 83(1992)-  43 32 31.50174(N)    116 09 44.70471(W)     ADJUSTED  
 OH0009* NAVD 88     -       918.115  (meters)    3012.18   (feet)  ADJUSTED  
 OH0009  ___________________________________________________________________
 OH0009  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 OH0009  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 OH0009  DYNAMIC HT  -         917.750 (meters)    3010.98  (feet)  COMP
 OH0009  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 OH0009
 OH0009  HORZ ORDER  -  SECOND
 OH0009  VERT ORDER  -  SECOND    CLASS 0
 OH0009
 OH0009.The horizontal coordinates were established by classical geodetic methods
 OH0009.and adjusted by the National Geodetic Survey in July 1992..
 OH0009
 OH0009.The orthometric height was determined by differential leveling
 OH0009.and adjusted by the National Geodetic Survey in June 1991..
 OH0009
 OH0009.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH0009
 OH0009.The geoid height was determined by GEOID03.
 OH0009
 OH0009.The dynamic height is computed by dividing the NAVD 88
 OH0009.geopotential number by the normal gravity value computed on the
 OH0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0009.degrees latitude (g = 980.6199 gals.).
 OH0009
 OH0009.The modeled gravity was interpolated from observed gravity values.
 OH0009
 OH0009;                    North         East     Units Scale Factor Converg.
 OH0009;SPC ID W     -   208,399.539   766,670.387   MT  0.99994699   -0 17 02.8
 OH0009;UTM  11      - 4,821,355.878   567,666.834   MT  0.99965632   +0 34 37.3
 OH0009
 OH0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH0009!SPC ID W     -   0.99985866  x   0.99994699  =   0.99980566
 OH0009!UTM  11      -   0.99985866  x   0.99965632  =   0.99951503
 OH0009
 OH0009                          SUPERSEDED SURVEY CONTROL
 OH0009
 OH0009  NAD 83(1986)-  43 32 31.50228(N)    116 09 44.70155(W) AD(       ) 2
 OH0009  NAD 27      -  43 32 31.89780(N)    116 09 41.29013(W) AD(       ) 2
 OH0009  NGVD 29 (??/??/92)  917.142  (m)         3008.99   (f) ADJ UNCH    2 0
 OH0009
 OH0009.Superseded values are not recommended for survey control.
 OH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0009.See file dsdata.txt to determine how the superseded data were derived.
 OH0009
 OH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6766721356(NAD 83)
 OH0009_MARKER: DD = SURVEY DISK
 OH0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0009_STAMPING: JOHNSON
 OH0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0009+STABILITY: SURFACE MOTION
 OH0009
 OH0009  HISTORY     - Date     Condition        Report By
 OH0009  HISTORY     - 1958     MONUMENTED       CGS
 OH0009  HISTORY     - 1959     GOOD             NGS
 OH0009  HISTORY     - 1965     SEE DESCRIPTION  CGS
 OH0009  HISTORY     - 1965     GOOD             NGS
 OH0009  HISTORY     - 1976     GOOD             LOCENG
 OH0009  HISTORY     - 1978     GOOD             NGS
 OH0009  HISTORY     - 1981     GOOD             NGS
 OH0009  HISTORY     - 1983     GOOD             NGS
 OH0009  HISTORY     - 20030209 GOOD             GEOCAC
 OH0009
 OH0009                          STATION DESCRIPTION
 OH0009
 OH0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 OH0009'A TRIANGULATION STATION OF THE DEPARTMENT OF HIGHWAY, STATE
 OH0009'OF IDAHO, AND TO WHICH TRAVERSE CONNECTION WAS MADE FROM
 OH0009'TRIANGULATION STATION IDA 80-60.  IT IS 32.25 FEET - 9.831
 OH0009'METERS FROM THE TRIANGULATION STATION, AND A BRONZE DISK SET
 OH0009'IN A CYLINDRICAL CONCRETE POST WHICH PROJECTS 6-INCHES, AND
 OH0009'STAMPED JOHNSON.
 OH0009
 OH0009                          STATION RECOVERY (1959)
 OH0009
 OH0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OH0009'5.9 MI SE FROM BOISE.
 OH0009'5.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 OH0009'RAILROAD DEPOT AT BOISE TO GOWEN FIELD ROAD, 81.6 FEET SOUTH OF THE
 OH0009'CENTER LINE OF A PAVED ROAD, 33.1 FEET NORTHWEST OF IDA 80-60 1958,
 OH0009'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
 OH0009
 OH0009                          STATION RECOVERY (1965)
 OH0009
 OH0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 OH0009'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND
 OH0009'TO BE IN GOOD CONDITION.
 OH0009
 OH0009                          STATION RECOVERY (1965)
 OH0009
 OH0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OH0009'RECOVERED IN GOOD CONDITION.
 OH0009
 OH0009                          STATION RECOVERY (1976)
 OH0009
 OH0009'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (JJP)
 OH0009'JOHNSON RECOVERED EXCELLENT.
 OH0009'
 OH0009'STATION MONUMENT RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OH0009'
 OH0009'DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES (AIRLINE)
 OH0009'SOUTHEAST OF BOISE.
 OH0009
 OH0009                          STATION RECOVERY (1978)
 OH0009
 OH0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH0009'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 OH0009'IN THE 1958 DATA.
 OH0009'THE STATION IS LOCATED ON THE INTERSTATE HIGHWAY 80N
 OH0009'RIGHT-OF-WAY AND
 OH0009'IT IS ABOUT 5 MILES SOUTHEAST OF BOISE AT THE GOWEN ROAD EXIT.
 OH0009'IT IS IN THE NORTHWEST 1/4 OF SECTION 1, T2N, R2E.
 OH0009'
 OH0009'TO REACH THE STATION FROM GOWEN ROAD AND THE EASTBOUND ENTRANCE
 OH0009'RAMP TO INTERSTATE HIGHWAY 80N. GO SOUTHEAST ON THE ENTRANCE
 OH0009'RAMP FOR 0.2 MILE.  TURN SHARP LEFT AND GO WEST-NORTHWEST FOR 0.15
 OH0009'MILE TO THE STATION ON OTHER SIDE OF A FENCE.
 OH0009'
 OH0009'THE STATION IS A STANDARD IDAHO DEPARTMENT OF HIGHWA DISK
 OH0009'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 OH0009'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 OH0009'8.9 METERS SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 OH0009'11.0 METERS NORTH FROM THE FENCE LINE.
 OH0009'28.0 METERS EAST FROM A CUT BANK.
 OH0009'
 OH0009'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 OH0009'MARKS.
 OH0009'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OH0009
 OH0009                          STATION RECOVERY (1981)
 OH0009
 OH0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 OH0009'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OH0009
 OH0009                          STATION RECOVERY (1983)
 OH0009
 OH0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0009'RECOVERED IN GOOD CONDITION.
 OH0009
 OH0009                          STATION RECOVERY (2003)
 OH0009
 OH0009'RECOVERY NOTE BY GEOCACHING 2003 (ZDV)
 OH0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0954 ***********************************************************************
 OZ0954  DESIGNATION -  JOHNSON
 OZ0954  PID         -  OZ0954
 OZ0954  STATE/COUNTY-  ID/CAMAS
 OZ0954  USGS QUAD   -  SPRING CREEK RESERVOIR (1986)
 OZ0954
 OZ0954                         *CURRENT SURVEY CONTROL
 OZ0954  ___________________________________________________________________
 OZ0954* NAD 83(1992)-  43 15 06.72308(N)    114 43 28.11213(W)     ADJUSTED  
 OZ0954* NAVD 88     -      1831.1    (meters)    6008.     (feet)  VERTCON   
 OZ0954  ___________________________________________________________________
 OZ0954  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OZ0954  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 OZ0954
 OZ0954  HORZ ORDER  -  SECOND
 OZ0954
 OZ0954.The horizontal coordinates were established by classical geodetic methods
 OZ0954.and adjusted by the National Geodetic Survey in July 1992..
 OZ0954
 OZ0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0954
 OZ0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0954
 OZ0954.The geoid height was determined by GEOID03.
 OZ0954
 OZ0954;                    North         East     Units Scale Factor Converg.
 OZ0954;SPC ID C     -   176,333.216   441,170.422   MT  0.99998993   -0 29 47.1
 OZ0954;UTM  11      - 4,791,298.947   684,717.909   MT  1.00001974   +1 33 34.7
 OZ0954
 OZ0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0954!SPC ID C     -   0.99971517  x   0.99998993  =   0.99970510
 OZ0954!UTM  11      -   0.99971517  x   1.00001974  =   0.99973490
 OZ0954
 OZ0954:                Primary Azimuth Mark                     Grid Az
 OZ0954:SPC ID C     -  FINCH                                    128 02 03.9
 OZ0954:UTM  11      -  FINCH                                    125 58 42.1
 OZ0954
 OZ0954|---------------------------------------------------------------------|
 OZ0954| PID    Reference Object                     Distance      Geod. Az  |
 OZ0954|                                                           dddmmss.s |
 OZ0954| OZ0955 FINCH                               APPROX.16.7 KM 1273216.8 |
 OZ0954| CD5818 JOHNSON RM 1                          9.246 METERS 16705     |
 OZ0954| CD5819 JOHNSON RM 2                         11.121 METERS 27404     |
 OZ0954|---------------------------------------------------------------------|
 OZ0954
 OZ0954                          SUPERSEDED SURVEY CONTROL
 OZ0954
 OZ0954  NAD 83(1986)-  43 15 06.72039(N)    114 43 28.10809(W) AD(       ) 2
 OZ0954  NAD 27      -  43 15 07.07605(N)    114 43 24.90070(W) AD(       ) 2
 OZ0954  NGVD 29 (07/19/86) 1830.0    (m)         6004.     (f) VERT ANG       
 OZ0954
 OZ0954.Superseded values are not recommended for survey control.
 OZ0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0954.See file dsdata.txt to determine how the superseded data were derived.
 OZ0954
 OZ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH8471891299(NAD 83)
 OZ0954_MARKER: DD = SURVEY DISK
 OZ0954_SETTING: 80 = SET IN A BOULDER
 OZ0954_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OZ0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0954+STABILITY: SURFACE MOTION
 OZ0954
 OZ0954  HISTORY     - Date     Condition        Report By
 OZ0954  HISTORY     - 1956     MONUMENTED       USGS
 OZ0954  HISTORY     - 1970     GOOD             USGS
 OZ0954
 OZ0954                          STATION DESCRIPTION
 OZ0954
 OZ0954'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OZ0954'LOCATED ABOUT 5.5 MI. SE. OF FAIRFIELD, ON TOP OF W. ONE OF THREE
 OZ0954'RIDGES.
 OZ0954'
 OZ0954'TO REACH FROM GOODING POST OFFICE, DRIVE N. ALONG STATE HIGHWAY 46 FOR
 OZ0954'22.3 MI. TO LONG CURVE TO RIGHT AND LARGE FILL OVER STORM DRAIN, TURN
 OZ0954'LEFT, JUST S. OF STORM DRAIN, THEN TURN LEFT ON A DIM TRAIL FOR 2 MI.
 OZ0954'TO RD. FORKS, TAKE RIGHT FORK 0.7 MI. TO LOW SADDLE, TURN RIGHT OFF A
 OZ0954'TRAIL AND DRIVE N. ACROSS COUNTRY FOR 0.4 MI.  STATION IS ABOUT 200
 OZ0954'FT. FURTHER, ON HIGHEST POINT AND JUST E. OF A ROCK OUTCROP.
 OZ0954'
 OZ0954'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED---JOHNSON 1956---,
 OZ0954'CEMENTED IN DRILL HOLE IN BOULDER.
 OZ0954'
 OZ0954'REFERENCE MARK NO. 1--A STANDARD USGS BRASS REFERENCE MARK TABLET
 OZ0954'STAMPED---1 JOHNSON 1956---, CEMENTED IN DRILL HOLE IN ROCK 0.5 FT.
 OZ0954'BELOW STATION MARK, 30.34 FT. FROM STATION MARK, S 12 DEG 55 MIN E.
 OZ0954'
 OZ0954'REFERENCE MARK NO. 2--A STANDARD USGS BRASS REFERENCE MARK TABLET
 OZ0954'STAMPED---2 JOHNSON 1956---, CEMENTED IN DRILL HOLE IN ROCK 0.4 FT.
 OZ0954'BELOW STATION MARK, 36.48 FT. FROM STATION MARK, N 85 DEG 56 MIN W.
 OZ0954
 OZ0954                          STATION RECOVERY (1970)
 OZ0954
 OZ0954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OZ0954'RM 1 TO RM 2 NOT MEASURED.
 OZ0954'
 OZ0954'LOCATED ABOUT 5.5 MI SE. OF FAIRFIELD.  ON TOP OF W. ONE OF THREE
 OZ0954'RIDGES.
 OZ0954'
 OZ0954'TO REACH FROM GOODING POST OFFICE, DRIVE N. ALONG STATE HIGHWAY
 OZ0954'46 FOR 22.3 MI TO LONG CURVE TO RIGHT AND LARGE FILL OVER STORM
 OZ0954'DRAIN.  TURN LEFT, JUST S. OF STORM DRAIN, THEN TURN LEFT ON A DIM
 OZ0954'TRAIL FOR 2 MI TO RD. FKS.  TAKE RIGHT FORK 0.7 MI TO LOW
 OZ0954'SADDLE.  TURN RIGHT OFF A TRAIL AND DRIVE N. ACROSS COUNTRY FOR
 OZ0954'0.4 MI.  STATION IS ABOUT 200 FT FURTHER, ON HIGHEST POINT AND
 OZ0954'JUST E. OF A ROCK OUTCROP.
 OZ0954'
 OZ0954'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED JOHNSON 1956
 OZ0954'CEMENTED IN DRILL HOLE IN BOULDER.
 OZ0954'
 OZ0954'REFERENCE MARK NO. 1--A STANDARD USGS BRASS REFERENCE MARK TABLET
 OZ0954'STAMPED 1 JOHNSON 1956 CEMENTED IN DRILL HOLE IN ROCK, 0.5 FT BELOW
 OZ0954'STATION MARK.
 OZ0954'
 OZ0954'REFERENCE MARK NO. 2--A STANDARD USGS BRASS REFERENCE MARK TABLET
 OZ0954'STAMPED 2 JOHNSON 1956 CEMENTED IN DRILL HOLE IN ROCK, 0.4 FT
 OZ0954'BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0348 ***********************************************************************
 RA0348  DESIGNATION -  JOHNSON BAR
 RA0348  PID         -  RA0348
 RA0348  STATE/COUNTY-  ID/IDAHO
 RA0348  USGS QUAD   -  OLD TIMER MOUNTAIN (1990)
 RA0348
 RA0348                         *CURRENT SURVEY CONTROL
 RA0348  ___________________________________________________________________
 RA0348* NAD 83(1992)-  45 27 34.08107(N)    116 33 48.99814(W)     ADJUSTED  
 RA0348* NAVD 88     -       390.252  (meters)    1280.35   (feet)  ADJUSTED  
 RA0348  ___________________________________________________________________
 RA0348  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 RA0348  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA0348  DYNAMIC HT  -         390.066 (meters)    1279.74  (feet)  COMP
 RA0348  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 RA0348
 RA0348  HORZ ORDER  -  SECOND
 RA0348  VERT ORDER  -  SECOND    CLASS 0
 RA0348
 RA0348.The horizontal coordinates were established by classical geodetic methods
 RA0348.and adjusted by the National Geodetic Survey in July 1992..
 RA0348
 RA0348.The orthometric height was determined by differential leveling
 RA0348.and adjusted by the National Geodetic Survey in June 1991..
 RA0348
 RA0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0348
 RA0348.The geoid height was determined by GEOID03.
 RA0348
 RA0348.The dynamic height is computed by dividing the NAVD 88
 RA0348.geopotential number by the normal gravity value computed on the
 RA0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0348.degrees latitude (g = 980.6199 gals.).
 RA0348
 RA0348.The modeled gravity was interpolated from observed gravity values.
 RA0348
 RA0348;                    North         East     Units Scale Factor Converg.
 RA0348;SPC ID W     -   421,688.224   736,368.434   MT  0.99998310   -0 34 47.7
 RA0348;SPC OR N     -   206,718.146 2,807,730.959   MT  0.99990744   +2 47 29.9
 RA0348;SPC OR N     -   678,209.14  9,211,715.74   iFT  0.99990744   +2 47 29.9
 RA0348;UTM  11      - 5,034,086.026   534,118.157   MT  0.99961431   +0 18 39.7
 RA0348
 RA0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0348!SPC ID W     -   0.99994126  x   0.99998310  =   0.99992437
 RA0348!SPC OR N     -   0.99994126  x   0.99990744  =   0.99984871
 RA0348!UTM  11      -   0.99994126  x   0.99961431  =   0.99955560
 RA0348
 RA0348|---------------------------------------------------------------------|
 RA0348| PID    Reference Object                     Distance      Geod. Az  |
 RA0348|                                                           dddmmss.s |
 RA0348| CH6855 JOHNSON BAR RM 1                      8.046 METERS 03649     |
 RA0348| RA0349 JOHNSON BAR RM 2                      9.844 METERS 14619     |
 RA0348| RA0347 JOHNSON BAR AZ MK                   APPROX. 1.1 KM 2261713.4 |
 RA0348|---------------------------------------------------------------------|
 RA0348
 RA0348                          SUPERSEDED SURVEY CONTROL
 RA0348
 RA0348  NAD 83(1991)-  45 27 34.08080(N)    116 33 48.99923(W) AD(       ) 2
 RA0348  NAD 83(1986)-  45 27 34.08119(N)    116 33 48.99805(W) AD(       ) 2
 RA0348  NAD 27      -  45 27 34.49863(N)    116 33 45.49184(W) AD(       ) 2
 RA0348  NGVD 29 (??/??/92)  389.074  (m)         1276.49   (f) ADJ UNCH    2 0
 RA0348
 RA0348.Superseded values are not recommended for survey control.
 RA0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0348.See file dsdata.txt to determine how the superseded data were derived.
 RA0348
 RA0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL3411834086(NAD 83)
 RA0348_MARKER: DR = REFERENCE MARK DISK
 RA0348_SETTING: 80 = SET IN A BOULDER
 RA0348_SP_SET: ROCK OUTCROP
 RA0348_STAMPING: JOHNSON BAR 1945
 RA0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0348+STABILITY: SURFACE MOTION
 RA0348
 RA0348  HISTORY     - Date     Condition        Report By
 RA0348  HISTORY     - 1945     MONUMENTED       CGS
 RA0348  HISTORY     - 1945     GOOD             CGS
 RA0348
 RA0348                          STATION DESCRIPTION
 RA0348
 RA0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA0348'THE STATION IS LOCATED TOWARDS THE N END OF JOHNSON BAR, ABOUT
 RA0348'1/2 MILE S OF THE MOUTH OF SHEEP CREEK, AND ABOUT 100 YARDS E OF
 RA0348'THE SNAKE RIVER.  IT IS ABOUT 70 METERS N OF A LONE PINE TREE
 RA0348'AND ABOUT 15 MILES AIRLINE W OF RIGGINS.
 RA0348'
 RA0348'THE STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 RA0348'HOLE IN LARGE BOULDER AND IS STAMPED JOHNSON BAR 1945.
 RA0348'
 RA0348'TO REACH FROM THE COLD SPRINGS LOOKOUT (WHICH IS ABOUT 10 MILES
 RA0348'AIRLINE OR 18 MILES BY ROAD W OF RIGGINS), TAKE THE STORMY
 RA0348'PT. TRAIL OF THE FOREST SERVICE FOR ABOUT 3 MILES TO A DEEP
 RA0348'SADDLE AND FORKS AND SIGN SNAKE RIVER.  TAKE LEFT FORK DOWN CLARKS
 RA0348'FORK TO SHEEP CREEK AND CONTINUE DOWN SHEEP CREEK TO THE SNAKE
 RA0348'RIVER AND THE RANCH OF MRS. LEONORA WILSON.  TAKE LEFT FORK
 RA0348'ACROSS SHEEP CREEK FOR ABOUT 1 MILE TO THE N END OF JOHNSON
 RA0348'BAR AND THE STATION.
 RA0348'
 RA0348'REFERENCE MARK 1 IS A BRONZE BENCH-MARK DISK CEMENTED IN A
 RA0348'DRILL HOLE IN A LARGE BOULDER.  IT IS STAMPED G 300 1945.
 RA0348'
 RA0348'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 RA0348'LARGE BOULDER AND IS STAMPED JOHNSON BAR NO 2 1945.
 RA0348'
 RA0348'THE AZIMUTH MARK IS STATION JOHNSON BAR AZ., ABOUT 0.8 MILE
 RA0348'SW.  IT IS STAMPED JOHNSON BAR 1945.  IT IS A BRONZE AZIMUTH
 RA0348'DISK CEMENTED IN A DRILL HOLE IN A 20- BY 12-FOOT BOULDER
 RA0348'PROJECTING ABOUT 9 FEET AND IS ABOUT 30 FEET E OF THE RIVER BANK.
 RA0348
 RA0348                          STATION RECOVERY (1945)
 RA0348
 RA0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 RA0348'14.8 MI S FROM PITTSBURG LANDING.
 RA0348'ABOUT 14.8 MILES SOUTH ALONG SNAKE RIVER FROM THE BOAT LANDING AT
 RA0348'PITTSBURG LANDING, IDAHO COUNTY, ON THE SOUTH END OF JOHNSONS BAR,
 RA0348'ABOUT 0.4 MILE NORTH OF THE HOUSE ON THE BAR, ABOUT 86 PACES EAST OF
 RA0348'THE EAST BANK OF THE RIVER, ABOUT 76 PACES NORTH OF A LARGE LONE PINE
 RA0348'TREE, AND IN THE TOP OF A ROCK OUTCROP PROJECTING ABOUT 1 FOOT ABOVE
 RA0348'GROUND.  A STANDARD TRIANGULATION-STATION DISK, STAMPED JOHNSON BAR
 RA0348'1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0347 ***********************************************************************
 RA0347  DESIGNATION -  JOHNSON BAR AZ MK
 RA0347  PID         -  RA0347
 RA0347  STATE/COUNTY-  ID/IDAHO
 RA0347  USGS QUAD   -  OLD TIMER MOUNTAIN (1990)
 RA0347
 RA0347                         *CURRENT SURVEY CONTROL
 RA0347  ___________________________________________________________________
 RA0347* NAD 83(1992)-  45 27 09.20191(N)    116 34 25.96898(W)     ADJUSTED  
 RA0347* NAVD 88     -       413.302  (meters)    1355.97   (feet)  ADJUSTED  
 RA0347  ___________________________________________________________________
 RA0347  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 RA0347  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 RA0347  DYNAMIC HT  -         413.103 (meters)    1355.32  (feet)  COMP
 RA0347  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 RA0347
 RA0347  HORZ ORDER  -  SECOND
 RA0347  VERT ORDER  -  SECOND    CLASS 0
 RA0347
 RA0347.The horizontal coordinates were established by classical geodetic methods
 RA0347.and adjusted by the National Geodetic Survey in July 1992..
 RA0347
 RA0347.The orthometric height was determined by differential leveling
 RA0347.and adjusted by the National Geodetic Survey in June 1991..
 RA0347
 RA0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0347
 RA0347.The geoid height was determined by GEOID03.
 RA0347
 RA0347.The dynamic height is computed by dividing the NAVD 88
 RA0347.geopotential number by the normal gravity value computed on the
 RA0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0347.degrees latitude (g = 980.6199 gals.).
 RA0347
 RA0347.The modeled gravity was interpolated from observed gravity values.
 RA0347
 RA0347;                    North         East     Units Scale Factor Converg.
 RA0347;SPC ID W     -   420,928.378   735,557.383   MT  0.99998437   -0 35 13.8
 RA0347;SPC OR N     -   205,911.978 2,806,966.057   MT  0.99990683   +2 47 03.7
 RA0347;SPC OR N     -   675,564.23  9,209,206.22   iFT  0.99990683   +2 47 03.7
 RA0347;UTM  11      - 5,033,313.947   533,319.315   MT  0.99961365   +0 18 13.3
 RA0347
 RA0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0347!SPC ID W     -   0.99993765  x   0.99998437  =   0.99992202
 RA0347!SPC OR N     -   0.99993765  x   0.99990683  =   0.99984449
 RA0347!UTM  11      -   0.99993765  x   0.99961365  =   0.99955132
 RA0347
 RA0347:                Primary Azimuth Mark                     Grid Az
 RA0347:SPC ID W     -  JOHNSON BAR                              046 52 00.8
 RA0347:SPC OR N     -  JOHNSON BAR                              043 29 43.3
 RA0347:UTM  11      -  JOHNSON BAR                              045 58 33.7
 RA0347
 RA0347|---------------------------------------------------------------------|
 RA0347| PID    Reference Object                     Distance      Geod. Az  |
 RA0347|                                                           dddmmss.s |
 RA0347| RA0348 JOHNSON BAR                         APPROX. 1.1 KM 0461647.0 |
 RA0347|---------------------------------------------------------------------|
 RA0347
 RA0347                          SUPERSEDED SURVEY CONTROL
 RA0347
 RA0347  NAD 83(1991)-  45 27 09.20135(N)    116 34 25.97041(W) AD(       ) 2
 RA0347  NAD 83(1986)-  45 27 09.20178(N)    116 34 25.96924(W) AD(       ) 2
 RA0347  NAD 27      -  45 27 09.62001(N)    116 34 22.46305(W) AD(       ) 2
 RA0347  NGVD 29 (??/??/92)  412.120  (m)         1352.10   (f) ADJ UNCH    2 0
 RA0347
 RA0347.Superseded values are not recommended for survey control.
 RA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0347.See file dsdata.txt to determine how the superseded data were derived.
 RA0347
 RA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL3331933314(NAD 83)
 RA0347_MARKER: DZ = AZIMUTH MARK DISK
 RA0347_SETTING: 80 = SET IN A BOULDER
 RA0347_SP_SET: BOULDER
 RA0347_STAMPING: JOHNSON BAR 1945
 RA0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0347+STABILITY: SURFACE MOTION
 RA0347
 RA0347  HISTORY     - Date     Condition        Report By
 RA0347  HISTORY     - 1945     MONUMENTED       CGS
 RA0347  HISTORY     - 1945     GOOD             CGS
 RA0347
 RA0347                          STATION DESCRIPTION
 RA0347
 RA0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA0347'THE STATION IS LOCATED ON THE S END OF JOHNSON BAR, ABOUT 0.8
 RA0347'MILE SW OF STATION JOHNSON BAR, AND IS ABOUT 30 FEET E OF THE
 RA0347'BANK OF THE SNAKE RIVER.
 RA0347'
 RA0347'THE MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL HOLE
 RA0347'IN A 20- BY 12-FOOT BOULDER PROJECTING ABOUT 9 FEET, AND IS
 RA0347'STAMPED JOHNSON BAR 1945.
 RA0347'
 RA0347'TO REACH FROM THE COLD SPRINGS LOOKOUT (WHICH IS ABOUT 10 MILES
 RA0347'AIRLINE OR 18 MILES BY ROAD W OF RIGGINS), TAKE THE STORMY
 RA0347'PT. TRAIL FOR ABOUT 3 MILES TO A DEEP SADDLE AND FORKS WITH SIGN
 RA0347'SNAKE RIVER.  TAKE LEFT FORK DOWN CLARKS FORK TO SHEEP CREEK AND
 RA0347'CONTINUE DOWN SHEEP CREEK TO THE SNAKE RIVER AND THE RANCH OF
 RA0347'MRS. LEONORA WILSON.  TAKE LEFT FORK CROSSING SHEEP CREEK FOR
 RA0347'ABOUT 2 MILES TO THE S END OF JOHNSON BAR AND THE STATION.
 RA0347'
 RA0347'THERE ARE NO REFERENCE MARKS.
 RA0347'
 RA0347'STATION JOHNSON BAR WAS USED FOR THE AZIMUTH MARK.
 RA0347
 RA0347                          STATION RECOVERY (1945)
 RA0347
 RA0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 RA0347'15.6 MI S FROM PITTSBURG LANDING.
 RA0347'ABOUT 15.6 MILES SOUTH ALONG SNAKE RIVER FROM THE BOAT LANDING AT
 RA0347'PITTSBURG LANDING, IDAHO COUNTY, ABOUT 0.35 MILE SOUTH OF THE HOUSE ON
 RA0347'JOHNSONS BAR, 20 FEET EAST OF THE EAST EDGE OF THE BANK OF THE RIVER,
 RA0347'AND IN THE TOP OF THE LARGEST BOULDER IN LOCALITY PROJECTING ABOUT 7
 RA0347'FEET ABOVE GROUND.  A STANDARD AZIMUTH-MARK DISK, STAMPED JOHNSON BAR
 RA0347'1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0349 ***********************************************************************
 RA0349  DESIGNATION -  JOHNSON BAR RM 2
 RA0349  PID         -  RA0349
 RA0349  STATE/COUNTY-  ID/IDAHO
 RA0349  USGS QUAD   -  OLD TIMER MOUNTAIN (1990)
 RA0349
 RA0349                         *CURRENT SURVEY CONTROL
 RA0349  ___________________________________________________________________
 RA0349* NAD 83(1986)-  45 27 34.     (N)    116 33 49.     (W)     SCALED    
 RA0349* NAVD 88     -       391.075  (meters)    1283.05   (feet)  ADJUSTED  
 RA0349  ___________________________________________________________________
 RA0349  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA0349  DYNAMIC HT  -         390.888 (meters)    1282.44  (feet)  COMP
 RA0349  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 RA0349
 RA0349  VERT ORDER  -  SECOND    CLASS 0
 RA0349
 RA0349.The horizontal coordinates were scaled from a topographic map and have
 RA0349.an estimated accuracy of +/- 6 seconds.
 RA0349
 RA0349.The orthometric height was determined by differential leveling
 RA0349.and adjusted by the National Geodetic Survey in June 1991..
 RA0349
 RA0349.The geoid height was determined by GEOID03.
 RA0349
 RA0349.The dynamic height is computed by dividing the NAVD 88
 RA0349.geopotential number by the normal gravity value computed on the
 RA0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0349.degrees latitude (g = 980.6199 gals.).
 RA0349
 RA0349.The modeled gravity was interpolated from observed gravity values.
 RA0349
 RA0349;                    North         East    Units  Estimated Accuracy
 RA0349;SPC ID W     -   421,690.      736,370.      MT  (+/- 180 meters Scaled)
 RA0349
 RA0349                          SUPERSEDED SURVEY CONTROL
 RA0349
 RA0349  NGVD 29 (??/??/92)  389.897  (m)         1279.19   (f) ADJ UNCH    2 0
 RA0349
 RA0349.Superseded values are not recommended for survey control.
 RA0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0349.See file dsdata.txt to determine how the superseded data were derived.
 RA0349
 RA0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL341340(NAD 83)
 RA0349_MARKER: DR = REFERENCE MARK DISK
 RA0349_SETTING: 80 = SET IN A BOULDER
 RA0349_SP_SET: BOULDER
 RA0349_STAMPING: JOHNSON BAR NO 2 1945
 RA0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0349+STABILITY: SURFACE MOTION
 RA0349
 RA0349  HISTORY     - Date     Condition        Report By
 RA0349  HISTORY     - 1945     MONUMENTED       CGS
 RA0349  HISTORY     - 1946     GOOD             NGS
 RA0349
 RA0349                          STATION DESCRIPTION
 RA0349
 RA0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0349'37.3 MI N FROM HOMESTEAD, OR.
 RA0349'ABOUT 37.3 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0349'EAST BANK OF THE RIVER, ON THE SOUTH END OF JOHNSON BAR, ABOUT 0.4
 RA0349'MILE NORTH OF THE HOUSE ON JOHNSON BAR, ABOUT 66 PACES NORTH OF A LONE
 RA0349'LARGE PINE TREE, ABOUT 96 PACES EAST OF THE EAST BANK OF THE RIVER, A
 RA0349'STANDARD REFERENCE DISK SET IN TOP OF A LARGE BOULDER WHICH IS ABOUT 5
 RA0349'FEET SQUARE AND PROJECTS ABOUT 4 FEET ABOVE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0674 ***********************************************************************
 PZ0674  DESIGNATION -  JONES
 PZ0674  PID         -  PZ0674
 PZ0674  STATE/COUNTY-  ID/CLARK
 PZ0674  USGS QUAD   -  CEDAR BUTTE SE (1964)
 PZ0674
 PZ0674                         *CURRENT SURVEY CONTROL
 PZ0674  ___________________________________________________________________
 PZ0674* NAD 83(1992)-  44 06 03.98700(N)    112 15 29.36772(W)     ADJUSTED  
 PZ0674* NAVD 88     -      1505.11   (+/-2cm)    4938.0    (feet)  VERTCON   
 PZ0674  ___________________________________________________________________
 PZ0674  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 PZ0674  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 PZ0674
 PZ0674  HORZ ORDER  -  SECOND
 PZ0674  VERT ORDER  -  THIRD ? (See Below)
 PZ0674
 PZ0674.The horizontal coordinates were established by classical geodetic methods
 PZ0674.and adjusted by the National Geodetic Survey in July 1992..
 PZ0674
 PZ0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0674.The vertical order pertains to the NGVD 29 superseded value.
 PZ0674
 PZ0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0674
 PZ0674.The geoid height was determined by GEOID03.
 PZ0674
 PZ0674;                    North         East     Units Scale Factor Converg.
 PZ0674;SPC ID E     -   270,433.057   192,674.711   MT  0.99994803   -0 03 49.2
 PZ0674;UTM  12      - 4,883,872.236   399,299.515   MT  0.99972472   -0 52 32.4
 PZ0674
 PZ0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0674!SPC ID E     -   0.99976579  x   0.99994803  =   0.99971383
 PZ0674!UTM  12      -   0.99976579  x   0.99972472  =   0.99949057
 PZ0674
 PZ0674|---------------------------------------------------------------------|
 PZ0674| PID    Reference Object                     Distance      Geod. Az  |
 PZ0674|                                                           dddmmss.s |
 PZ0674| CN4651 JONES RM 1                           13.027 METERS 01350     |
 PZ0674| PZ0666 RNG DUBOIS DBS                      APPROX. 4.9 KM 0463053.8 |
 PZ0674| PZ0086 X 89                                APPROX. 1.8 KM 0922417.8 |
 PZ0674| CN4652 JONES RM 2                           13.052 METERS 09745     |
 PZ0674|---------------------------------------------------------------------|
 PZ0674
 PZ0674                          SUPERSEDED SURVEY CONTROL
 PZ0674
 PZ0674  NAD 83(1986)-  44 06 03.98221(N)    112 15 29.35548(W) AD(       ) 2
 PZ0674  NAD 27      -  44 06 04.31410(N)    112 15 26.41020(W) AD(       ) 2
 PZ0674  NGVD 29 (07/19/86) 1504.00   (m)         4934.4    (f) LEVELING    3  
 PZ0674
 PZ0674.Superseded values are not recommended for survey control.
 PZ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0674.See file dsdata.txt to determine how the superseded data were derived.
 PZ0674
 PZ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP9930083872(NAD 83)
 PZ0674_MARKER: DS = TRIANGULATION STATION DISK
 PZ0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0674
 PZ0674  HISTORY     - Date     Condition        Report By
 PZ0674  HISTORY     - 1959     MONUMENTED       CGS
 PZ0674
 PZ0674                          STATION DESCRIPTION
 PZ0674
 PZ0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 PZ0674'THE STATION IS SITUATED ON A FLAT BRUSH COVERED PLAIN, ABOUT
 PZ0674'5-1/2 MILES SOUTH-SOUTHWEST OF DUBOIS, 0.8 MILES WEST OF
 PZ0674'U.S. HIGHWAY 91 AND ABOUT 100 YARDS EAST OF A NORTH-SOUTH
 PZ0674'TELEPHONE LINE.
 PZ0674'
 PZ0674'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS, DRIVE
 PZ0674'SOUTH ON U.S. HIGHWAY 91 FOR 5.3 MILES TO BM X 89 ON THE
 PZ0674'RIGHT.  CONTINUE SOUTH ON THE HIGHWAY FOR 1.65 MILES TO A
 PZ0674'BLADED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE WEST ON THE
 PZ0674'BLADED ROAD FOR 0.85 MILE TO BEAVER CREEK.  CROSS THE CREEK
 PZ0674'AND DRIVE WEST FOR 0.1 MILE TO A TRACK ROAD ON THE RIGHT.
 PZ0674'TURN RIGHT AND DRIVE NORTHWEST FOR 0.45 MILE TO A CROSS ROAD
 PZ0674'AT A NORTH-SOUTH TELEPHONE LINE.  TURN RIGHT AND DRIVE NORTH
 PZ0674'ON THE TRACK ROAD ALONG THE TELEPHONE LINE FOR 1.3 MILES TO
 PZ0674'A CROSSROAD.  TURN RIGHT, EAST, FOR 100 YARDS, THENCE TURN
 PZ0674'RIGHT AND DRIVE SOUTH FOR 100 FEET TO THE STATION.
 PZ0674'
 PZ0674'THE STATION MARK, STAMPED JONES 1959, IS A STANDARD DISK SET
 PZ0674'IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AT
 PZ0674'THE TOP AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PZ0674'IT IS 107 FEET SOUTH OF THE CENTER OF THE EAST-WEST TRACK
 PZ0674'ROAD, 100 YARDS EAST OF THE NORTH-SOUTH TELEPHONE LINE AND
 PZ0674'8 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 PZ0674'
 PZ0674'REFERENCE MARK 1, STAMPED JONES NO 1 1959, IS A STANDARD
 PZ0674'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 PZ0674'SQUARE AT THE TOP AND PROJECTS 3 INCHES ABOVE THE SURFACE
 PZ0674'OF THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 PZ0674'MARK.
 PZ0674'
 PZ0674'REFERENCE MARK 2, STAMPED JONES NO 2 1959, IS A STANDARD
 PZ0674'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES
 PZ0674'SQUARE AT THE TOP AND PROJECTS 3 INCHES ABOVE THE SURFACE
 PZ0674'OF THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 PZ0674'MARK.
 PZ0674'
 PZ0674'BENCH MARK X 89 WAS USED FOR THE AZIMUTH MARK.  THE BENCH
 PZ0674'MARK IS A STANDARD DISK, STAMPED X 89 1959, SET IN THE TOP
 PZ0674'OF A CONCRETE POST WHICH IS 12 INCHES SQUARE AT THE TOP AND
 PZ0674'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 38
 PZ0674'FEET WEST OF THE CENTER OF U.S. HIGHWAY 91 AND 2 FEET WEST
 PZ0674'OF A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0579 ***********************************************************************
 NW0579  DESIGNATION -  JORDAN
 NW0579  PID         -  NW0579
 NW0579  STATE/COUNTY-  ID/OWYHEE
 NW0579  USGS QUAD   -  STONEHOUSE CREEK (1990)
 NW0579
 NW0579                         *CURRENT SURVEY CONTROL
 NW0579  ___________________________________________________________________
 NW0579* NAD 83(1992)-  42 55 55.30647(N)    116 57 44.67460(W)     ADJUSTED  
 NW0579* NAVD 88     -      1690.0    (meters)    5545.     (feet)  VERTCON   
 NW0579  ___________________________________________________________________
 NW0579  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 NW0579  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 NW0579
 NW0579  HORZ ORDER  -  THIRD
 NW0579
 NW0579.The horizontal coordinates were established by classical geodetic methods
 NW0579.and adjusted by the National Geodetic Survey in July 1992..
 NW0579
 NW0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0579
 NW0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0579
 NW0579.The geoid height was determined by GEOID03.
 NW0579
 NW0579;                    North         East     Units Scale Factor Converg.
 NW0579;SPC ID W     -   141,259.251   701,036.096   MT  1.00005378   -0 49 33.2
 NW0579;UTM  11      - 4,753,267.526   503,067.306   MT  0.99960012   +0 01 32.2
 NW0579
 NW0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0579!SPC ID W     -   0.99973768  x   1.00005378  =   0.99979144
 NW0579!UTM  11      -   0.99973768  x   0.99960012  =   0.99933790
 NW0579
 NW0579:                Primary Azimuth Mark                     Grid Az
 NW0579:SPC ID W     -  SPLIT ROCK                               358 39 16.4
 NW0579:UTM  11      -  SPLIT ROCK                               357 48 11.0
 NW0579
 NW0579|---------------------------------------------------------------------|
 NW0579| PID    Reference Object                     Distance      Geod. Az  |
 NW0579|                                                           dddmmss.s |
 NW0579| NW0585 SPLIT ROCK                          APPROX. 6.0 KM 3574943.2 |
 NW0579|---------------------------------------------------------------------|
 NW0579
 NW0579                          SUPERSEDED SURVEY CONTROL
 NW0579
 NW0579  NAD 83(1991)-  42 55 55.30675(N)    116 57 44.67421(W) AD(       ) 3
 NW0579  NAD 83(1986)-  42 55 55.30785(N)    116 57 44.67200(W) AD(       ) 3
 NW0579  NGVD 29 (11/15/90) 1688.9    (m)         5541.     (f) VERT ANG       
 NW0579
 NW0579.Superseded values are not recommended for survey control.
 NW0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0579.See file dsdata.txt to determine how the superseded data were derived.
 NW0579
 NW0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH0306753268(NAD 83)
 NW0579_MARKER: DS = TRIANGULATION STATION DISK
 NW0579_SETTING: 66 = SET IN ROCK OUTCROP
 NW0579_SP_SET: SET IN BEDROCK
 NW0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0579+STABILITY: POSITION/ELEVATION WELL
 NW0579
 NW0579  HISTORY     - Date     Condition        Report By
 NW0579  HISTORY     - 1964     MONUMENTED       USGS
 NW0579
 NW0579                          STATION DESCRIPTION
 NW0579
 NW0579'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NW0579'LOCATED ABOUT 5.5 MI. SE. OF JORDAN VALLEY, OREGON, 2 MI. NE. OF
 NW0579'THE JUNCTION OF LONE TREE AND JORDAN CREEKS, ON THE HIGHEST POINT
 NW0579'OF THE WESTERN TOP OF A BROAD E.-W. RIDGE.
 NW0579'
 NW0579'TO REACH FROM JORDAN VALLEY POST OFFICE, GO E. ON MAIN RD. FOR 3 MI.,
 NW0579'TAKE RIGHT FORK AND GO 2.8 MI., TAKE LEFT FORK AND GO 2.9 MI. TO A
 NW0579'SPOT ABOUT 200 FT. E. OF A SMALL SUMMIT IN THE RD., TURN LEFT
 NW0579'UPHILL ACROSS COUNTRY AND DRIVE STRAIGHT UP THE HILL 0.5 MI. TO TOP
 NW0579'AND STATION.
 NW0579'
 NW0579'STATION MARK--A STANDARD TABLET STAMPED---JORDAN 1964--- CEMENTED
 NW0579'IN BEDROCK ABOUT 20 FT. E. OF A SMALL LONE JUNIPER TREE.
 NW0579'
 NW0579'REFERENCE MARK NO. 1--A STANDARD RM TABLET STAMPED---NO 1 1964---
 NW0579'CEMENTED IN BEDROCK, 21.82 FT. FROM STATION MARK IN AZIMUTH
 NW0579'144 DEGREES 37 MINUTES.
 NW0579'
 NW0579'REFERENCE MARK NO. 2--A STANDARD RM TABLET STAMPED---NO 2 1964---
 NW0579'CEMENTED IN BEDROCK, 20.18 FT. FROM STATION MARK IN AZIMUTH
 NW0579'250 DEGREES 44 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0524 ***********************************************************************
 NT0524  DESIGNATION -  JRH 83
 NT0524  PID         -  NT0524
 NT0524  STATE/COUNTY-  ID/CARIBOU
 NT0524  USGS QUAD   -  UPPER VALLEY (1951)
 NT0524
 NT0524                         *CURRENT SURVEY CONTROL
 NT0524  ___________________________________________________________________
 NT0524* NAD 83(1992)-  42 48 44.63688(N)    111 18 20.64442(W)     ADJUSTED  
 NT0524* NAVD 88     -      1977.0    (meters)    6486.     (feet)  VERTCON   
 NT0524  ___________________________________________________________________
 NT0524  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 NT0524  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 NT0524
 NT0524  HORZ ORDER  -  THIRD
 NT0524  VERT ORDER  -  THIRD ? (See Below)
 NT0524
 NT0524.The horizontal coordinates were established by classical geodetic methods
 NT0524.and adjusted by the National Geodetic Survey in July 1992..
 NT0524
 NT0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0524.The vertical order pertains to the NGVD 29 superseded value.
 NT0524
 NT0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0524
 NT0524.The geoid height was determined by GEOID03.
 NT0524
 NT0524;                    North         East     Units Scale Factor Converg.
 NT0524;SPC ID E     -   127,618.428   270,410.934   MT  1.00000834   +0 35 06.4
 NT0524;UTM  12      - 4,740,027.704   475,004.391   MT  0.99960769   -0 12 28.0
 NT0524
 NT0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0524!SPC ID E     -   0.99969182  x   1.00000834  =   0.99970016
 NT0524!UTM  12      -   0.99969182  x   0.99960769  =   0.99929963
 NT0524
 NT0524:                Primary Azimuth Mark                     Grid Az
 NT0524:SPC ID E     -  TIMOTHY                                  108 18 57.4
 NT0524:UTM  12      -  TIMOTHY                                  109 06 31.8
 NT0524
 NT0524|---------------------------------------------------------------------|
 NT0524| PID    Reference Object                     Distance      Geod. Az  |
 NT0524|                                                           dddmmss.s |
 NT0524| NT0492 TIMOTHY                             APPROX. 7.1 KM 1085403.8 |
 NT0524|---------------------------------------------------------------------|
 NT0524
 NT0524                          SUPERSEDED SURVEY CONTROL
 NT0524
 NT0524  NAD 83(1986)-  42 48 44.62766(N)    111 18 20.63508(W) AD(       ) 3
 NT0524  NAD 27      -  42 48 44.90140(N)    111 18 17.85895(W) AD(       ) 3
 NT0524  NGVD 29 (07/19/86) 1975.7    (m)         6482.     (f) LEVELING    3  
 NT0524
 NT0524.Superseded values are not recommended for survey control.
 NT0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0524.See file dsdata.txt to determine how the superseded data were derived.
 NT0524
 NT0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN7500440028(NAD 83)
 NT0524_MARKER: DB = BENCH MARK DISK
 NT0524_SETTING: 0 = UNSPECIFIED SETTING
 NT0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0524
 NT0524  HISTORY     - Date     Condition        Report By
 NT0524  HISTORY     - 1947     MONUMENTED       USGS
 NT0524
 NT0524                          STATION DESCRIPTION
 NT0524
 NT0524'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NT0524'A U.S. GEOLOGICAL SURVEY LEVEL BENCH MARK ESTABLISHED BY USGS IN
 NT0524'1947 AND DESCRIBED AS FOLLOWS
 NT0524'
 NT0524'STOCKING RANCH, 3.4 MI. SE. OF ALONG DIAMOND CREEK RD., AT DIM RD.
 NT0524'FORKS TO THE E. THROUGH WIRE GATE, 24 FT. SE. OF GATE, 20 FT. E. OF
 NT0524'CENTERLINE OF RD., 4 FT. W. OF FENCE IN CONCRETE POST, STANDARD TABLET
 NT0524'STAMPED---JRH 83 6482 1947--- (ELEVATION 6481.927 FT.).
 NT0524'
 NT0524'LOCATED ABOUT 6.5 MI. ENE. OF HOME (NOW ALLEN) RANCH AND ABOUT 2.8
 NT0524'MI. ESE. OF STOCKING RANCH (AIRLINE DISTANCES) ALONG DIAMOND CREEK RD.
 NT0524'
 NT0524'TO REACH FROM SODA SPRINGS POST OFFICE, DRIVE 0.05 MI. NW., TURN RIGHT
 NT0524'AND DRIVE 0.1 MI. TO RAILROAD TRACKS, CROSS TRACKS AND DRIVE 0.05 MI.,
 NT0524'TURN RIGHT AND CONTINUE ALONG PAVED RD. FOR 3.3 MI., TURN RIGHT ACROSS
 NT0524'TRACKS ALONG TRAIL CANYON RD. FOR 5.95 MI. TO RD. FORKS, TAKE LEFT
 NT0524'FORK AND DRIVE 0.8 MI. TO RD. FORKS, TAKE RIGHT FORK 6.65 MI. TO RD.
 NT0524'FORKS, TAKE RIGHT FORK AND CONTINUE 0.3 MI. TO RD. FORKS, TAKE RIGHT
 NT0524'FORK 1.6 MI. TO RD. TO RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN-GRAVELED
 NT0524'RD. FOR 5.95 MI. TO RD. FORKS, TAKE RIGHT FORK ALONG DIAMOND CREEK RD.
 NT0524'FOR 2 MI. TO STATION WHICH IS ON LEFT SIDE OF RD., 20 FT. E. OF
 NT0524'CENTERLINE OF RD., 24 FT. SE. OF WIRE GATE AND 4 FT. W. OF FENCE.
 NT0524'
 NT0524'STATION MARK--STANDARD TABLET STAMPED---JRH 83 1947---, CEMENTED IN
 NT0524'CONCRETE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0503 ***********************************************************************
 NT0503  DESIGNATION -  JRH 96
 NT0503  PID         -  NT0503
 NT0503  STATE/COUNTY-  ID/CARIBOU
 NT0503  USGS QUAD   -  SNOWDRIFT MOUNTAIN (1984)
 NT0503
 NT0503                         *CURRENT SURVEY CONTROL
 NT0503  ___________________________________________________________________
 NT0503* NAD 83(1992)-  42 34 52.34477(N)    111 14 10.35457(W)     ADJUSTED  
 NT0503* NAVD 88     -      2459.0    (meters)    8068.     (feet)  VERTCON   
 NT0503  ___________________________________________________________________
 NT0503  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 NT0503  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 NT0503
 NT0503  HORZ ORDER  -  THIRD
 NT0503  VERT ORDER  -  THIRD ? (See Below)
 NT0503
 NT0503.The horizontal coordinates were established by classical geodetic methods
 NT0503.and adjusted by the National Geodetic Survey in July 1992..
 NT0503
 NT0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0503.The vertical order pertains to the NGVD 29 superseded value.
 NT0503
 NT0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0503
 NT0503.The geoid height was determined by GEOID03.
 NT0503
 NT0503;                    North         East     Units Scale Factor Converg.
 NT0503;SPC ID E     -   101,997.501   276,379.875   MT  1.00001912   +0 37 46.6
 NT0503;UTM  12      - 4,714,337.275   480,616.700   MT  0.99960462   -0 09 35.4
 NT0503
 NT0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0503!SPC ID E     -   0.99961633  x   1.00001912  =   0.99963544
 NT0503!UTM  12      -   0.99961633  x   0.99960462  =   0.99922110
 NT0503
 NT0503:                Primary Azimuth Mark                     Grid Az
 NT0503:SPC ID E     -  DEER CREEK                               347 12 43.9
 NT0503:UTM  12      -  DEER CREEK                               348 00 05.9
 NT0503
 NT0503|---------------------------------------------------------------------|
 NT0503| PID    Reference Object                     Distance      Geod. Az  |
 NT0503|                                                           dddmmss.s |
 NT0503| NT0504 DEER CREEK                          APPROX. 1.9 KM 3475030.5 |
 NT0503|---------------------------------------------------------------------|
 NT0503
 NT0503                          SUPERSEDED SURVEY CONTROL
 NT0503
 NT0503  NAD 83(1986)-  42 34 52.33480(N)    111 14 10.34650(W) AD(       ) 3
 NT0503  NAD 27      -  42 34 52.58758(N)    111 14 07.59969(W) AD(       ) 3
 NT0503  NGVD 29 (07/19/86) 2457.6    (m)         8063.     (f) LEVELING    3  
 NT0503
 NT0503.Superseded values are not recommended for survey control.
 NT0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0503.See file dsdata.txt to determine how the superseded data were derived.
 NT0503
 NT0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN8061714337(NAD 83)
 NT0503_MARKER: DB = BENCH MARK DISK
 NT0503_SETTING: 0 = UNSPECIFIED SETTING
 NT0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0503
 NT0503  HISTORY     - Date     Condition        Report By
 NT0503  HISTORY     - 1947     MONUMENTED       USGS
 NT0503
 NT0503                          STATION DESCRIPTION
 NT0503
 NT0503'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NT0503'JUNCTION OF GEORGETOWN CANYON RD. AND WELLS CANYON RD., 1.3 MI. SW.
 NT0503'OF, AT GEORGETOWN CANYON RD. SUMMIT, IN LOW PART OF SADDLE, ON LOW
 NT0503'ROCKY TOP, 317 FT. NW. OF CENTERLINE OF RD., IN CONCRETE POST,
 NT0503'PROJECTING 12 IN. ABOVE GROUND, STANDARD TABLET STAMPED---JRH 96
 NT0503'8063 1947---.
 NT0503'
 NT0503'TO REACH FROM GEORGETOWN PUBLIC SCHOOL, DRIVE E. ON GRAVELED RD. FOR
 NT0503'2.4 MI. TO RD. FORKS, TAKE RIGHT FORK (E.) UP GEORGETOWN CANYON RD.
 NT0503'AND DRIVE 10 MI. TO DIVIDE AT HEAD OF GEORGETOWN CANYON (UNMARKED LINE
 NT0503'BETWEEN CARIBOU AND BEAR LAKE COUNTIES), TURN LEFT ON RIDGE AND DRIVE
 NT0503'CROSS-COUNTRY 0.1 MI. TO ASPEN THICKET AND STATION.
 NT0503'
 NT0503'STATION MARK--A STANDARD USGS BENCH MARK TABLET STAMPED---JRH 96
 NT0503'8063 1947---, SET IN CONCRETE POST PROJECTING 12 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0844 ***********************************************************************
 QA0844  DESIGNATION -  JUGHANDLE
 QA0844  PID         -  QA0844
 QA0844  STATE/COUNTY-  ID/VALLEY
 QA0844  USGS QUAD   -  PADDY FLAT (1973)
 QA0844
 QA0844                         *CURRENT SURVEY CONTROL
 QA0844  ___________________________________________________________________
 QA0844* NAD 83(1992)-  44 50 34.39217(N)    115 57 27.28535(W)     ADJUSTED  
 QA0844* NAVD 88     -      2534.2    (meters)    8314.     (feet)  VERTCON   
 QA0844  ___________________________________________________________________
 QA0844  LAPLACE CORR-           8.83  (seconds)                    DEFLEC99
 QA0844  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 QA0844
 QA0844  HORZ ORDER  -  FIRST
 QA0844
 QA0844.The horizontal coordinates were established by classical geodetic methods
 QA0844.and adjusted by the National Geodetic Survey in July 1992..
 QA0844
 QA0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0844
 QA0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0844
 QA0844.The geoid height was determined by GEOID03.
 QA0844
 QA0844;                    North         East     Units Scale Factor Converg.
 QA0844;SPC ID W     -   352,868.248   783,589.458   MT  0.99993664   -0 08 47.0
 QA0844;UTM  11      - 4,966,025.844   582,382.955   MT  0.99968346   +0 44 06.4
 QA0844
 QA0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0844!SPC ID W     -   0.99960513  x   0.99993664  =   0.99954179
 QA0844!UTM  11      -   0.99960513  x   0.99968346  =   0.99928871
 QA0844
 QA0844:                Primary Azimuth Mark                     Grid Az
 QA0844:SPC ID W     -  BOULDER RIDGE LOOKOUT HOUSE              019 44 20.4
 QA0844:UTM  11      -  BOULDER RIDGE LOOKOUT HOUSE              018 51 27.0
 QA0844
 QA0844|---------------------------------------------------------------------|
 QA0844| PID    Reference Object                     Distance      Geod. Az  |
 QA0844|                                                           dddmmss.s |
 QA0844| QA0845 BOULDER RIDGE LOOKOUT HOUSE         APPROX. 4.5 KM 0193533.4 |
 QA0844| QA0832 LOG                                 APPROX.28.0 KM 0944922.5 |
 QA0844| QA0842 BLACKMARE LOOKOUT HOUSE             APPROX.13.6 KM 1004125.2 |
 QA0844| CD5822 JUGHANDLE RM 2                       10.913 METERS 13439     |
 QA0844| CD5820 JUGHANDLE AZ MK                                    2233612.3 |
 QA0844| QB1267 COUNCIL MTN LOOKOUT HOUSE           APPROX.29.0 KM 2420248.6 |
 QA0844| QB1263 NO BUSINESS LOOKOUT HOUSE           APPROX.20.8 KM 2451515.7 |
 QA0844| CD5821 JUGHANDLE RM 1                       11.726 METERS 29306     |
 QA0844| QB1259 MCCALL MUNICIPAL TANK               APPROX.13.3 KM 3044808.8 |
 QA0844|---------------------------------------------------------------------|
 QA0844
 QA0844                          SUPERSEDED SURVEY CONTROL
 QA0844
 QA0844  NAD 83(1986)-  44 50 34.39267(N)    115 57 27.28327(W) AD(       ) 1
 QA0844  NAD 27      -  44 50 34.77178(N)    115 57 23.84744(W) AD(       ) 1
 QA0844  NGVD 29 (07/19/86) 2532.9    (m)         8310.     (f) VERT ANG       
 QA0844
 QA0844.Superseded values are not recommended for survey control.
 QA0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0844.See file dsdata.txt to determine how the superseded data were derived.
 QA0844
 QA0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK8238366026(NAD 83)
 QA0844_MARKER: DD = SURVEY DISK
 QA0844_SETTING: 80 = SET IN A BOULDER
 QA0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0844+STABILITY: SURFACE MOTION
 QA0844
 QA0844  HISTORY     - Date     Condition        Report By
 QA0844  HISTORY     - 1953     MONUMENTED       USGS
 QA0844  HISTORY     - 1959     GOOD             CGS
 QA0844  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QA0844  HISTORY     - 1982     GOOD             LOCENG
 QA0844
 QA0844                          STATION DESCRIPTION
 QA0844
 QA0844'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QA0844'NOTE BY USGS, 1953--STATION FOUND AS DESCRIBED, REFERENCE MARKS SET
 QA0844'AS FOLLOWS.
 QA0844'
 QA0844'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED---NO 1 1953---, SET IN
 QA0844'LARGE ROCK, 39.91 FT. FROM STATION MARK 66 DEGREES 54
 QA0844'MINUTES NW.
 QA0844'
 QA0844'REFERENCE MARK NO. 2--A 3/4 IN. DRILL HOLE IN ROCK, 36.11 FT. FROM
 QA0844'STATION MARK 45 DEGREES 21 MINUTES SE.
 QA0844'
 QA0844'RECOVERED BY NGS IN 1966.
 QA0844'
 QA0844'STATION MARK--U.S. GEOLOGICAL SURVEY DISK, UNSTAMPED---, CEMENTED IN A
 QA0844'DRILL HOLE IN A BOULDER WHICH IS ABOUT 15 FT. BY 10 FT. AND PROJECTS
 QA0844'ABOUT 7 FT. ABOVE THE GROUND.
 QA0844
 QA0844                          STATION RECOVERY (1959)
 QA0844
 QA0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 QA0844'THE STATION IS LOCATED, AIRLINE, ABOUT 8-3/4 MILES SOUTHEAST
 QA0844'OF MC CALL, ABOUT 5-1/2 MILES EAST OF LAKEFORK AND ABOUT 5 MILES
 QA0844'NORTH OF PADDY FLAT GUARD STATION.  IT IS ON THE HIGHEST AND
 QA0844'MOST NORTHERLY POINT OF A SHORT, NORTH-SOUTH RIDGE THAT HAS
 QA0844'SPARSE TIMBER ON ITS TOP AND IS LOCALLY KNOWN AS JUGHANDLE
 QA0844'MOUNTAIN.
 QA0844'
 QA0844'TO REACH FROM THE POST OFFICE IN MC CALL, GO SOUTH ON STATE
 QA0844'HIGHWAY 15 FOR 6.0 MILES TO THE VILLAGE OF LAKEFORK AND A
 QA0844'PAVED SIDEROAD ON THE LEFT.  TURN LEFT, EAST, ON THE PAVED SIDE
 QA0844'ROAD AND GO FOR 2.0 MILES TO A T-ROAD INTERSECTION.  TURN RIGHT,
 QA0844'SOUTH, AND GO 0.25 MILE TO A GRADED SIDE ROAD ON THE LEFT.
 QA0844'TURN LEFT, EAST, AND GO FOR 1.3 MILES TO A Y-FORK AT A FARM
 QA0844'HOUSE.  TAKE THE LEFT FORK, PASSING TO THE NORTH OF THE FARM
 QA0844'HOUSE, AND GO ON THE BLADED ROAD FOR 7.0 MILES TO THE AZIMUTH
 QA0844'MARK ON THE RIGHT, CONTINUE ON THE BLADED ROAD FOR 0.2 MILE
 QA0844'TO A WASHOUT IN THE ROAD AND THE END OF TRUCK TRAVEL.  PACK
 QA0844'EASTERLY, UP THE HILL, TO A OPEN GRASSY HILLSIDE, HENCE
 QA0844'BEAR LEFT, NORTHERLY, AND PACK UP TO THE HIGHEST POINT AND
 QA0844'THE STATION.  NOTE--THIS IS A 4-WHEEL DRIVE AND A 1-3/4
 QA0844'HOUR PACK.
 QA0844'
 QA0844'THE STATION MARK IS A UNSTAMPED U.S. GEOLOGICAL SURVEY DISK
 QA0844'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 15 FEET
 QA0844'BY 10 FEET AND PROJECTS ABOUT 7 FEET ABOVE THE GROUND.
 QA0844'
 QA0844'REFERENCE MARK NUMBER ONE, STAMPED NO 1 1953, IS A U.S. GEOLOGICAL
 QA0844'SURVEY DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS
 QA0844'ABOUT 2 FEET BY 1-1/2 FEET AND PROJECTS ABOUT 3 FEET ABOVE THE
 QA0844'GROUND.  IT IS ABOUT 10 FEET LOWER THAN THE STATION.
 QA0844'
 QA0844'REFERENCE MARK NUMBER TWO, STAMPED JUGHANDLE USGS NO 2 1959,
 QA0844'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 QA0844'WHICH IS ABOUT 8 FEET BY 5 FEET AND PROJECTS ABOUT 4 FEET
 QA0844'ABOVE THE GROUND.  IT IS ABOUT 6 FEET LOWER THAN THE STATION.
 QA0844'
 QA0844'THE AZIMUTH MARK, STAMPED JUGHANDLE USGS 1959 IS A STANDARD
 QA0844'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 5
 QA0844'FEET BY 3-1/2 FEET AND IS ABOUT THE SAME ELEVATION AS THE ROAD.
 QA0844'IT IS 16 FEET WEST OF CENTERLINE OF THE BLADED ROAD AND 12
 QA0844'FEET NORTHWEST OF A 12-INCH PINE TREE WHICH HAS A TRIANGLE
 QA0844'BLAZED ON IT.
 QA0844
 QA0844                          STATION RECOVERY (1966)
 QA0844
 QA0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QA0844'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 QA0844'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 QA0844'THE 1959 DESCRIPTION IS ADEQUATE.
 QA0844'
 QA0844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST
 QA0844'OF LAKEFORK.
 QA0844
 QA0844                          STATION RECOVERY (1982)
 QA0844
 QA0844'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JJP)
 QA0844'(STATION MARK IS UNSTAMPED) RECOVERED GOOD.
 QA0844'
 QA0844'ALTHOUGH 1/2 OF SURFACE MORTAR IS GONE FROM R.M. 1 (STAMPED NO 1
 QA0844'1953), DISK IS FIRM.  ALL SURFACE MORTAR IS GONE FROM R.M. 2
 QA0844'(STAMPED JUGHANDLE NO 2 1959) AND THERE IS A 1/2-IN. SPACE UNDER
 QA0844'WEST SIDE, BUT DISK IS FIRM.  AZIMUTH MARK APPARENTLY DESTROYED
 QA0844'OR BURIED AS A RESULT OF ROAD IMPROVEMENTS.  ERECTED ORANGE SIGN 3
 QA0844'FT. EAST OF STATION MARK.  THE 1959 TO REACH INSTRUCTIONS ARE
 QA0844'ADEQUATE.  DISTANCE OF 1/4-MILE TO AZIMUTH MARK GIVEN IN 1966
 QA0844'OBSERVATIONS IS EVIDENTLY INCORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0740 ***********************************************************************
 PZ0740  DESIGNATION -  JUMP
 PZ0740  PID         -  PZ0740
 PZ0740  STATE/COUNTY-  ID/LEMHI
 PZ0740  USGS QUAD   -  COTTONWOOD CREEK (1987)
 PZ0740
 PZ0740                         *CURRENT SURVEY CONTROL
 PZ0740  ___________________________________________________________________
 PZ0740* NAD 83(1992)-  44 26 21.72998(N)    113 00 53.03329(W)     ADJUSTED  
 PZ0740* NAVD 88     -      3337.0    (meters)   10948.     (feet)  VERTCON   
 PZ0740  ___________________________________________________________________
 PZ0740  LAPLACE CORR-          12.66  (seconds)                    DEFLEC99
 PZ0740  GEOID HEIGHT-         -10.48  (meters)                     GEOID03
 PZ0740
 PZ0740  HORZ ORDER  -  SECOND
 PZ0740
 PZ0740.The horizontal coordinates were established by classical geodetic methods
 PZ0740.and adjusted by the National Geodetic Survey in July 1992..
 PZ0740
 PZ0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0740
 PZ0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0740
 PZ0740.The geoid height was determined by GEOID03.
 PZ0740
 PZ0740;                    North         East     Units Scale Factor Converg.
 PZ0740;SPC ID C     -   308,486.038   578,435.090   MT  1.00002300   +0 41 23.5
 PZ0740;SPC MT       -    27,331.569   320,172.335   MT  1.00038246   -2 34 15.7
 PZ0740;SPC MT       -    89,670.50  1,050,434.17   iFT  1.00038246   -2 34 15.7
 PZ0740;UTM  12      - 4,922,648.636   339,666.786   MT  0.99991615   -1 24 39.3
 PZ0740
 PZ0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0740!SPC ID C     -   0.99947868  x   1.00002300  =   0.99950167
 PZ0740!SPC MT       -   0.99947868  x   1.00038246  =   0.99986094
 PZ0740!UTM  12      -   0.99947868  x   0.99991615  =   0.99939487
 PZ0740
 PZ0740|---------------------------------------------------------------------|
 PZ0740| PID    Reference Object                     Distance      Geod. Az  |
 PZ0740|                                                           dddmmss.s |
 PZ0740| CN4654 JUMP RM 1                             4.657 METERS 08623     |
 PZ0740| CN4655 JUMP RM 2                            11.628 METERS 19224     |
 PZ0740| CN4653 JUMP AZ MK                                         2275056.7 |
 PZ0740|---------------------------------------------------------------------|
 PZ0740
 PZ0740                          SUPERSEDED SURVEY CONTROL
 PZ0740
 PZ0740  NAD 83(1986)-  44 26 21.72709(N)    113 00 53.02768(W) AD(       ) 2
 PZ0740  NAD 27      -  44 26 22.03500(N)    113 00 49.99300(W) AD(       ) 2
 PZ0740  NGVD 29 (07/19/86) 3335.4    (m)        10943.     (f) VERT ANG       
 PZ0740
 PZ0740.Superseded values are not recommended for survey control.
 PZ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0740.See file dsdata.txt to determine how the superseded data were derived.
 PZ0740
 PZ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ3966722649(NAD 83)
 PZ0740_MARKER: DS = TRIANGULATION STATION DISK
 PZ0740_SETTING: 80 = SET IN A BOULDER
 PZ0740_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PZ0740
 PZ0740  HISTORY     - Date     Condition        Report By
 PZ0740  HISTORY     - 1950     MONUMENTED       CGS
 PZ0740  HISTORY     - 1956     GOOD             USGS
 PZ0740
 PZ0740                          STATION DESCRIPTION
 PZ0740
 PZ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0740'THE STATION IS LOCATED NEAR THE NORTH EDGE OF A HIGH, SHARP,
 PZ0740'ROCKY PEAK THAT LIES AT THE HEAD OF JUMP CREEK AND ABOUT 1-1/2
 PZ0740'MILES WEST OF THE IDAHO-MONTANA STATE LINE.  IT IS ABOUT 24
 PZ0740'MILES AIRLINE SOUTHEAST OF LEADORE, ABOUT 12 MILES AIRLINE
 PZ0740'EAST-SOUTHEAST OF GILMORE, AND ABOUT 19 MILES AIRLINE NORTH
 PZ0740'OF THE BIRCH CREEK INN AND THE BLUE DOME CAFE THAT ARE LOCATED
 PZ0740'ALONG STATE HIGHWAY 28.
 PZ0740'
 PZ0740'THE STATION IS ON THE HIGHEST POINT OF THE PEAK AND 25 FEET
 PZ0740'SOUTH OF THE NORTH EDGE OF THE PEAK.  IT IS A STANDARD DISK
 PZ0740'SET IN A DRILL HOLE IN A BOULDER THAT IS 2 FEET SQUARE AND
 PZ0740'PROJECTS 2 INCHES.  THE DISK IS STAMPED--JUMP 1950.
 PZ0740'
 PZ0740'REFERENCE MARK NUMBER ONE IS ABOUT 2-1/2 FEET LOWER THAN THE
 PZ0740'STATION AND ON THE EAST SLOPE OF THE PEAK.  IT IS A STANDARD
 PZ0740'DISK SET IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 6
 PZ0740'INCHES ABOVE THE GROUND.  THE DISK IS STAMPED JUMP NO 1 1950.
 PZ0740'
 PZ0740'REFERENCE MARK NUMBER TWO IS 2 FEET LOWER THAN THE STATION AND
 PZ0740'IS ON THE CREST OF THE RIDGE.  IT IS A STANDARD DISK SET IN A
 PZ0740'DRILL HOLE IN A BOULDER THAT IS 4 FEET SQUARE AND PROJECTS 2-1/2
 PZ0740'FEET.  THE DISK IS STAMPED--JUMP NO 2 1950.
 PZ0740'
 PZ0740'THE AZIMUTH MARK IS 25 FEET EAST OF THE NORTHEAST END OF A
 PZ0740'PROMINENT ROCKY POINT, 5 FEET NORTH OF A 4-FOOT CAIRN AND ON
 PZ0740'THE RIDGE THAT RUNS SOUTHWEST FROM THE STATION PEAK.  IT IS A
 PZ0740'STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 PZ0740'IS 10 FEET IN DIAMETER AND PROJECTS 3 FEET.  THE DISK IS
 PZ0740'STAMPED--JUMP 1950.  TO REACH THE MARK FROM THE STATION PACK
 PZ0740'SOUTHWEST FOR ABOUT 1-1/2 MILES DOWN THE RIDGE TO THE PROMINENT
 PZ0740'ROCK OUTCROP AND THE AZIMUTH MARK.
 PZ0740'
 PZ0740'TO REACH THE STATION FROM THE POST OFFICE IN TERRETON GO
 PZ0740'NORTHWEST ON STATE HIGHWAY 28 FOR 33.8 MILES TO THE BLUE DOME
 PZ0740'CAFE ON THE RIGHT.  CONTINUE, NORTHWEST, ON THE HIGHWAY FOR 16.9
 PZ0740'MILES TO A GRAVEL ROAD TO THE RIGHT.  TURN RIGHT, EAST, AND
 PZ0740'GO 2.2 MILES TO A FARM YARD.  TURN RIGHT AND GO THROUGH THE
 PZ0740'COW CORRAL AND OUT THE EAST GATE OF THE CORRAL.  GO EAST ON
 PZ0740'A TRACK ROAD FOR 0.2 MILE TO A CATTLE GUARD.  CROSS OVER
 PZ0740'THE CATTLE GUARD AND TURN LEFT AND FOLLOW THE ROAD FOR
 PZ0740'2.2 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 2.8 MILES TO
 PZ0740'A DIM CROSS ROAD.  TURN LEFT, EAST, AND GO 0.7 MILE TO THE
 PZ0740'END OF THE ROAD.  NOTE--FROM THIS POINT ON A 4-WHEEL DRIVE
 PZ0740'VEHICLE WILL BE REQUIRED.  FROM THE END OF THE ROAD GO CROSS
 PZ0740'COUNTRY IN A SOUTHEASTERLY DIRECTION TO THE SOUTH END OF A
 PZ0740'GROWTH OF ASPEN BRUSH.  GO AROUND THE BRUSH AND TURN NORTH AND
 PZ0740'PICK YOUR WAY THROUGH THE BOULDERS TO THE TOP OF A RIDGE.
 PZ0740'GO ACROSS THE TOP OF THE RIDGE TO A DRAW THAT IS EAST OF A
 PZ0740'PROMINENT ROCK OUTCROP.  GO NORTH AND UP TO THE CREST OF THE
 PZ0740'RIDGE THAT THE ROCK OUTCROP IS ON.  FOLLOW THE CREST OF THE
 PZ0740'RIDGE, NORTHEASTERLY, FOR ABOUT 1 MILE OR AS FAR AS A TRUCK
 PZ0740'WILL CLIMB, AND THE END OF TRUCK TRAVEL.  FROM THIS POINT
 PZ0740'PACK EAST TO THE TOP OF THE RIDGE AND THEN TURN LEFT, NORTH,
 PZ0740'AND FOLLOW THE CREST OF THE RIDGE TO THE NORTH END OF THE PEAK
 PZ0740'AND THE STATION.  NOTE--THE PACK WILL REQUIRE ABOUT 1
 PZ0740'HOUR.
 PZ0740'
 PZ0740'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 PZ0740
 PZ0740                          STATION RECOVERY (1956)
 PZ0740
 PZ0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0740'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 PZ0740'
 PZ0740'STATION MARK--A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT
 PZ0740'IS 2 FT. SQUARE AND PROJECTS 2 IN.  THE DISK IS STAMPED---JUMP
 PZ0740'1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1401 ***********************************************************************
 OH1401  DESIGNATION -  JUMP CREEK
 OH1401  PID         -  OH1401
 OH1401  STATE/COUNTY-  ID/OWYHEE
 OH1401  USGS QUAD   -  HOMEDALE (1971)
 OH1401
 OH1401                         *CURRENT SURVEY CONTROL
 OH1401  ___________________________________________________________________
 OH1401* NAD 83(1992)-  43 32 29.19815(N)    116 53 55.74528(W)     ADJUSTED  
 OH1401* NAVD 88     -       750.4    (meters)    2462.     (feet)  VERTCON   
 OH1401  ___________________________________________________________________
 OH1401  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 OH1401  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 OH1401
 OH1401  HORZ ORDER  -  SECOND
 OH1401
 OH1401.The horizontal coordinates were established by classical geodetic methods
 OH1401.and adjusted by the National Geodetic Survey in July 1992..
 OH1401
 OH1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1401
 OH1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1401
 OH1401.The geoid height was determined by GEOID03.
 OH1401
 OH1401;                    North         East     Units Scale Factor Converg.
 OH1401;SPC ID W     -   208,887.056   707,156.843   MT  1.00003932   -0 47 29.2
 OH1401;SPC OR S     -   214,513.149 1,790,938.137   MT  0.99991575   +2 27 49.5
 OH1401;SPC OR S     -   703,783.30  5,875,781.29   iFT  0.99991575   +2 27 49.5
 OH1401;UTM  11      - 4,820,949.052   508,174.383   MT  0.99960082   +0 04 10.9
 OH1401
 OH1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1401!SPC ID W     -   0.99988512  x   1.00003932  =   0.99992444
 OH1401!SPC OR S     -   0.99988512  x   0.99991575  =   0.99980088
 OH1401!UTM  11      -   0.99988512  x   0.99960082  =   0.99948599
 OH1401
 OH1401|---------------------------------------------------------------------|
 OH1401| PID    Reference Object                     Distance      Geod. Az  |
 OH1401|                                                           dddmmss.s |
 OH1401| CD5824 JUMP CREEK RM 1                      15.975 METERS 21232     |
 OH1401| CD5823 JUMP CREEK AZ MK                                   2983732.1 |
 OH1401| CD5825 JUMP CREEK RM 2                      15.497 METERS 31314     |
 OH1401|---------------------------------------------------------------------|
 OH1401
 OH1401                          SUPERSEDED SURVEY CONTROL
 OH1401
 OH1401  NAD 83(1991)-  43 32 29.19728(N)    116 53 55.74531(W) AD(       ) 2
 OH1401  NAD 83(1986)-  43 32 29.19753(N)    116 53 55.74531(W) AD(       ) 2
 OH1401  NAD 27      -  43 32 29.63700(N)    116 53 52.21500(W) AD(       ) 2
 OH1401  NGVD 29 (07/19/86)  749.4    (m)         2459.     (f) VERT ANG       
 OH1401
 OH1401.Superseded values are not recommended for survey control.
 OH1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1401.See file dsdata.txt to determine how the superseded data were derived.
 OH1401
 OH1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0817420949(NAD 83)
 OH1401_MARKER: DS = TRIANGULATION STATION DISK
 OH1401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OH1401_SP_SET: METAL PIPE IMBEDDED IN GROUND
 OH1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH1401
 OH1401  HISTORY     - Date     Condition        Report By
 OH1401  HISTORY     - 1944     MONUMENTED       CGS
 OH1401  HISTORY     - 1956     GOOD             USGS
 OH1401  HISTORY     - 1963     SEE DESCRIPTION  USAF
 OH1401  HISTORY     - 1976     SEE DESCRIPTION  NGS
 OH1401
 OH1401                          STATION DESCRIPTION
 OH1401
 OH1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OH1401'STATION IS LOCATED ABOUT 4.5 MILES W OF MARSING, 5 MILES SE
 OH1401'OF HOMEDALE, AND ABOUT 1 MILE E OF THE FORMER FLOW OF JUMP
 OH1401'CREEK.  IT IS ON THE HIGHEST POINT OF A SMALL GRAVEL KNOLL
 OH1401'SURROUNDED ON ALL SIDES BY IRRIGATED FARM LAND.  IT IS 7 FEET
 OH1401'N OF A 4-INCH-SQUARE WHITE WOODEN WITNESS POST WHICH PROJECTS
 OH1401'2-1/2 FEET.
 OH1401'
 OH1401'STATION MARK IS A BRONZE DISK WELDED TO AN IRON PIPE 3 INCHES IN
 OH1401'DIAMETER WHICH PROJECTS 5 INCHES.  IT IS STAMPED JUMP CREEK 1944.
 OH1401'
 OH1401'REFERENCE MARK 1 IS A BRONZE DISK WELDED TO AN IRON PIPE 3
 OH1401'INCHES IN DIAMETER WHICH PROJECTS 5 INCHES.  IT IS STAMPED JUMP
 OH1401'CREEK NO 1 1944.  IT IS AT SAME ELEVATION AS STATION MARK.
 OH1401'
 OH1401'REFERENCE MARK 2 IS A BRONZE DISK WELDED TO AN IRON PIPE
 OH1401'3 INCHES IN DIAMETER WHICH PROJECTS 5 INCHES.  IT IS STAMPED
 OH1401'JUMP CREEK NO 2 1944 AND IS AT ABOUT THE SAME ELEVATION AS
 OH1401'STATION MARK.
 OH1401'
 OH1401'AZIMUTH MARK IS A BRONZE DISK SET IN THE CONCRETE OF A DIVISION
 OH1401'BOX OF THE IRRIGATION SYSTEM.  IT IS WITNESSED BY A 4-INCH-SQUARE
 OH1401'WHITE WOODEN POST PROJECTING 2-1/2 FEET.  IT IS 21 FEET
 OH1401'E OF DIRT ROAD AND 30 FEET N OF FENCE CORNER.
 OH1401'
 OH1401'TO REACH STATION FROM THE RAILROAD STATION IN MARSING, GO W
 OH1401'ON STATE HIGHWAY 20 FOR 2.3 MILES TO ITS INTERSECTION WITH
 OH1401'U.S. HIGHWAY 95, CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 95
 OH1401'FOR 2.0 MILES TO WHERE THE HIGHWAY CURVES RIGHT.  HERE TAKE
 OH1401'DIRT ROAD STRAIGHT AHEAD FOR 0.7 MILE TO THE AZIMUTH MARK
 OH1401'ON THE RIGHT.  CONTINUE NW FOR 0.2 MILE TO WHERE ROAD PASSES
 OH1401'OVER CANAL BRIDGE.  HERE TURN LEFT (SW) AND GO 0.7 MILE TO A
 OH1401'WIRE GATE ON THE LEFT.  TURN LEFT THROUGH WIRE GATE SSE AND GO
 OH1401'0.15 MILE.  HERE TURN LEFT (SE) AWAY FROM THE DRAINAGE CANAL
 OH1401'AND GO 0.45 MILE.  TURN SHARP LEFT (NE) AND GO 0.2 MILE
 OH1401'ONTO RIDGE.  HERE TURN LEFT (N) AND FOLLOW DIM TRACK ROAD
 OH1401'FOR 0.3 MILE TO THE TOP OF THE RIDGE AND THE STATION ON
 OH1401'THE LEFT.
 OH1401
 OH1401                          STATION RECOVERY (1956)
 OH1401
 OH1401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OH1401'NOTE BY USGS, 1956--STATION MARK WAS FOUND IN GOOD CONDITION AND NOT
 OH1401'DISTURBED.  IT IS NOW ON A COLUMN OF EARTH AND GRAVEL ABOUT 9 FT.
 OH1401'HIGHER THAN SURROUNDING LAND WHICH HAS BEEN EXCAVATED AND MOVED AWAY
 OH1401'(IN GRAVEL PIT).  BOTH REFERENCE MARKS APPARENTLY WERE DESTROYED OR
 OH1401'REMOVED.
 OH1401'
 OH1401'1978 NGS RECOVERY LISTED IN NGS QUAD 43116-4, STATION 1069.
 OH1401'
 OH1401'STATION MARK--A BRONZE DISK WELDED TO AN IRON PIPE 3 IN. IN DIAMETER
 OH1401'WHICH PROJECTS 5 IN.  IT IS STAMPED---JUMP CREEK 1944---.
 OH1401
 OH1401                          STATION RECOVERY (1963)
 OH1401
 OH1401'RECOVERY NOTE BY US AIR FORCE 1963
 OH1401'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 OH1401'ADEQUATE.
 OH1401
 OH1401                          STATION RECOVERY (1976)
 OH1401
 OH1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 OH1401'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION MARK
 OH1401'WAS SOLID, AND NOT HARMED, BUT THE EARTH HAD BEEN TAKEN NEAR THE
 OH1401'MARK LEAVING THE MARK ON A PINNACLE ABOUT 10 FEET HIGH MAKING IT
 OH1401'VERY DIFFICULT TO PUT A TRIPOD OVER THE MARK.  THE REFERENCE
 OH1401'MARKS HAD BEEN DESTROYED.  TRIANGULATION STATION JUMP CREEK 2
 OH1401'WAS ESTABLISHED, AND THEN JUMP CREEK 1944 WAS DESTROYED.
 OH1401'
 OH1401'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF
 OH1401'MARSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1403 ***********************************************************************
 OH1403  DESIGNATION -  JUMP CREEK 2
 OH1403  PID         -  OH1403
 OH1403  STATE/COUNTY-  ID/OWYHEE
 OH1403  USGS QUAD   -  HOMEDALE (1971)
 OH1403
 OH1403                         *CURRENT SURVEY CONTROL
 OH1403  ___________________________________________________________________
 OH1403* NAD 83(1992)-  43 32 43.45038(N)    116 53 26.97607(W)     ADJUSTED  
 OH1403* NAVD 88     -       712.6    (meters)    2338.     (feet)  VERTCON   
 OH1403  ___________________________________________________________________
 OH1403  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 OH1403  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 OH1403
 OH1403  HORZ ORDER  -  THIRD
 OH1403
 OH1403.The horizontal coordinates were established by classical geodetic methods
 OH1403.and adjusted by the National Geodetic Survey in July 1992..
 OH1403.No horizontal observational check was made to the station.
 OH1403
 OH1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1403
 OH1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1403
 OH1403.The geoid height was determined by GEOID03.
 OH1403
 OH1403;                    North         East     Units Scale Factor Converg.
 OH1403;SPC ID W     -   209,317.994   707,808.720   MT  1.00003784   -0 47 09.6
 OH1403;SPC OR S     -   214,980.350 1,791,564.416   MT  0.99991620   +2 28 09.1
 OH1403;SPC OR S     -   705,316.11  5,877,836.01   iFT  0.99991620   +2 28 09.1
 OH1403;UTM  11      - 4,821,389.545   508,819.427   MT  0.99960096   +0 04 30.8
 OH1403
 OH1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1403!SPC ID W     -   0.99989103  x   1.00003784  =   0.99992887
 OH1403!SPC OR S     -   0.99989103  x   0.99991620  =   0.99980724
 OH1403!UTM  11      -   0.99989103  x   0.99960096  =   0.99949204
 OH1403
 OH1403:                Primary Azimuth Mark                     Grid Az
 OH1403:SPC ID W     -  D 34116                                  035 57 54.7
 OH1403:SPC OR S     -  D 34116                                  032 42 36.0
 OH1403:UTM  11      -  D 34116                                  035 06 14.3
 OH1403
 OH1403|---------------------------------------------------------------------|
 OH1403| PID    Reference Object                     Distance      Geod. Az  |
 OH1403|                                                           dddmmss.s |
 OH1403| OH0734 D 34116                                            0351045.1 |
 OH1403| CD5826 JUMP CREEK 2 RM 3                    28.630 METERS 04017     |
 OH1403| CD5827 JUMP CREEK 2 RM 4                    22.970 METERS 17040     |
 OH1403| OH1400 HOMEDALE MUNICIPAL TANK             APPROX. 8.7 KM 3350926.6 |
 OH1403|---------------------------------------------------------------------|
 OH1403
 OH1403                          SUPERSEDED SURVEY CONTROL
 OH1403
 OH1403  NAD 83(1991)-  43 32 43.44956(N)    116 53 26.97612(W) AD(       ) 3
 OH1403  NAD 83(1986)-  43 32 43.44983(N)    116 53 26.97608(W) AD(       ) 3
 OH1403  NAD 27      -  43 32 43.88900(N)    116 53 23.44621(W) AD(       ) 3
 OH1403  NGVD 29 (07/19/86)  711.7    (m)         2335.     (f) VERT ANG       
 OH1403
 OH1403.Superseded values are not recommended for survey control.
 OH1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1403.See file dsdata.txt to determine how the superseded data were derived.
 OH1403
 OH1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ0881921390(NAD 83)
 OH1403_MARKER: DS = TRIANGULATION STATION DISK
 OH1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1403
 OH1403  HISTORY     - Date     Condition        Report By
 OH1403  HISTORY     - 1978     MONUMENTED       NGS
 OH1403  HISTORY     - 1979     GOOD             NGS
 OH1403
 OH1403                          STATION DESCRIPTION
 OH1403
 OH1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OH1403'THE STATION IS 6 MILES SOUTHEAST OF HOMEDALE, AND 4 MILES WEST
 OH1403'OF MARSING ON ROAD RIGHT-OF-WAY.
 OH1403'
 OH1403'TO REACH THE STATION FROM THE MARSING POST OFFICE, GO WEST ON
 OH1403'STATE HIGHWAY 55 FOR 2.3 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 OH1403'95, CONTINUE WEST ON U.S. HIGHWAY 95 FOR 0.7 MILE TO BENCH MARK
 OH1403'D 34116 (USC AND GS AND SS), (AZIMUTH MARK), ON THE
 OH1403'RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 95 FOR 1.3 MILES TO THE
 OH1403'STATION ON THE LEFT, WHERE THE HIGHWAY CURVES FROM WEST TO
 OH1403'NORTH.
 OH1403'
 OH1403'THE STATION MARK, STAMPED JUMP CREEK 2 1978, IS A STANDARD
 OH1403'DISK SET IN A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH,
 OH1403'0.25 MILE WEST OF MILEPOST NO. 28, 102 FEET EAST-NORTHEAST OF
 OH1403'THE SOUTHEAST CORNER OF A CEMETERY, 69 FEET SOUTHWEST OF THE
 OH1403'CENTER OF U.S. HIGHWAY 95, ON THE OUTSIDE OF A CURVE, 53 FEET
 OH1403'NORTH OF THE CENTER OF THE EAST-WEST MACADAM ROAD, 35 FEET EAST OF
 OH1403'THE CENTER OF THE NORTH-SOUTH ROAD, AND 2-FEET SOUTH OF A METAL
 OH1403'WITNESS POST.
 OH1403'
 OH1403'REFERENCE MARK NO. 3, STAMPED JUMP CREEK 2 NO 3 1978, IS A
 OH1403'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SOUTH CORNER OF
 OH1403'THE CONCRETE DIVIDER BOX FOR THE IRRIGATION SYSTEM, 84 FEET
 OH1403'EAST-SOUTHEAST OF THE NORTH POINT OF THE TRIANGLE FORMED BY THE
 OH1403'ROAD INTERSECTION, AND 25 FEET NORTHEAST OF THE CENTER OF
 OH1403'U.S. HIGHWAY 95.
 OH1403'
 OH1403'REFERENCE MARK NO. 4, STAMPED JUMP CREEK 2 NO 4 1978, IS
 OH1403'A STANDARD DISK CEMENTED IN A DRILL HOLE AT THE NORTHEAST
 OH1403'CORNER OF THE CHECK GATE OF THE IRRIGATION SYSTEM, 130 FEET
 OH1403'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CEMETERY, 46 FEET EAST
 OH1403'OF THE CENTER OF THE NORTH-SOUTH MACADAM ROAD, 23 FEET NORTHEAST
 OH1403'OF A FENCE CORNER, 23 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 OH1403'MACADAM ROAD, AND 5.5 FEET EAST OF THE CHECK VALVE.
 OH1403'
 OH1403'BENCH MARK D 34116, STAMPED D 34116, IS A USC AND GS AND SS
 OH1403'DISK SET IN A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 1-INCH,
 OH1403'0.1 MILE EAST OF MILEPOST NO. 27, 53 FEET SOUTHEAST OF THE
 OH1403'SOUTHEAST CORNER OF AN OLD CONCRETE FOUNDATION, 37 FEET EAST
 OH1403'OF THE CENTER OF A ROAD APPROACH, 35 FEET NORTH OF THE CENTER
 OH1403'OF U.S. HIGHWAY 95, 15 FEET NORTHWEST OF A POWER POLE, 15 FEET
 OH1403'NORTHEAST OF THE CONCRETE HEADWALL FOR A CULVERT, AND 1 FOOT
 OH1403'WEST OF A METAL WITNESS POST.
 OH1403
 OH1403                          STATION RECOVERY (1979)
 OH1403
 OH1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 OH1403'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 OH1403'BENCH MARK D 34116, AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 OH1403'DESCRIBED BY C.L.N.
 OH1403'
 OH1403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES WEST OF
 OH1403'MARSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0926 ***********************************************************************
 OY0926  DESIGNATION -  JUMPOFF
 OY0926  PID         -  OY0926
 OY0926  STATE/COUNTY-  ID/BUTTE
 OY0926  USGS QUAD   -  HOWE (1969)
 OY0926
 OY0926                         *CURRENT SURVEY CONTROL
 OY0926  ___________________________________________________________________
 OY0926* NAD 83(1992)-  43 45 16.77842(N)    113 06 25.73262(W)     ADJUSTED  
 OY0926* NAVD 88     -      2758.2    (meters)    9049.     (feet)  VERTCON   
 OY0926  ___________________________________________________________________
 OY0926  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 OY0926  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 OY0926
 OY0926  HORZ ORDER  -  THIRD
 OY0926
 OY0926.The horizontal coordinates were established by classical geodetic methods
 OY0926.and adjusted by the National Geodetic Survey in July 1992..
 OY0926
 OY0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0926
 OY0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0926
 OY0926.The geoid height was determined by GEOID03.
 OY0926
 OY0926;                    North         East     Units Scale Factor Converg.
 OY0926;SPC ID C     -   232,324.479   571,903.041   MT  1.00001094   +0 37 03.0
 OY0926;UTM  12      - 4,846,781.853   330,364.979   MT  0.99995395   -1 27 27.3
 OY0926
 OY0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0926!SPC ID C     -   0.99956950  x   1.00001094  =   0.99958044
 OY0926!UTM  12      -   0.99956950  x   0.99995395  =   0.99952347
 OY0926
 OY0926|---------------------------------------------------------------------|
 OY0926| PID    Reference Object                     Distance      Geod. Az  |
 OY0926|                                                           dddmmss.s |
 OY0926| CN4656 JUMPOFF RM CROSS                      1.737 METERS 03723     |
 OY0926| OY0927 HOWE                                APPROX. 4.7 KM 1724936.8 |
 OY0926|---------------------------------------------------------------------|
 OY0926
 OY0926                          SUPERSEDED SURVEY CONTROL
 OY0926
 OY0926  NAD 83(1986)-  43 45 16.77455(N)    113 06 25.71980(W) AD(       ) 3
 OY0926  NAD 27      -  43 45 17.12627(N)    113 06 22.70358(W) AD(       ) 3
 OY0926  NGVD 29 (07/19/86) 2756.9    (m)         9045.     (f) VERT ANG       
 OY0926
 OY0926.Superseded values are not recommended for survey control.
 OY0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0926.See file dsdata.txt to determine how the superseded data were derived.
 OY0926
 OY0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP3036546782(NAD 83)
 OY0926_MARKER: DB = BENCH MARK DISK
 OY0926_SETTING: 66 = SET IN ROCK OUTCROP
 OY0926_SP_SET: PARTIALLY EXPOSED BEDROCK
 OY0926
 OY0926  HISTORY     - Date     Condition        Report By
 OY0926  HISTORY     - 1915     MONUMENTED       USGS
 OY0926  HISTORY     - 1969     GOOD             USGS
 OY0926
 OY0926                          STATION DESCRIPTION
 OY0926
 OY0926'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 OY0926'LOCATED 10 MI NE. OF ARCO, ABOUT 4 MI W. OF HOWE POST OFFICE.  ON
 OY0926'HIGHEST OF SEVERAL GRASSY HILLS ON RIDGES BETWEEN ARGO PASS AND
 OY0926'THE LAVAS.
 OY0926'
 OY0926'TO REACH FROM HOWE POST OFFICE GO S. ON STATE HIGHWAY 22 FOR 6.2
 OY0926'MI. TO RD. FORK, TURN W. AND FOLLOW JEEP RD. UP EIGHT MILE CANYON
 OY0926'FOR 4.6 MI. TO TOP OF RIDGE AND A POINT WHERE FOUR RDS. FORK, TURN
 OY0926'RIGHT ON THE FIRST FORK AND FOLLOW JEEP RD. IN A NORTHERLY
 OY0926'DIRECTION 2.5 MI. TO A HAIRPIN CURVE AROUND A N.-S. RIDGE, CONTINUE
 OY0926'ON RD. 0.3 MI. TO A SADDLE ON AN E.-W. RIDGE AND END OF TRUCK
 OY0926'TRAVEL.  PACK 10 MINUTES UP RIDGE TO W. TO STATION.
 OY0926'
 OY0926'STATION MARK--ALUMINUM BENCH MARK TABLET NOT STAMPED SET IN SOLID
 OY0926'ROCK.
 OY0926'
 OY0926'RM 1--CHISELED CROSS ON SOLID ROCK N.
 OY0926
 OY0926                          STATION RECOVERY (1969)
 OY0926
 OY0926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0926'DESCRIBED.  RM 1 NOT FOUND.
 OY0926'
 OY0926'TO REACH FROM HOWE POST OFFICE GO 6.2 MI S. ON STATE HWY. 22 TO
 OY0926'RD. FORK.  TURN W. FOLLOWING JEEP RD. UP EIGHT MILE CANYON 4.6 MI
 OY0926'TO TOP OF RIDGE AND POINT WHERE FOUR RDS. FORK.  TURN RIGHT ON
 OY0926'FIRST FORK FOLLOWING JEEP RD. IN NORTHERLY DIRECTION 2.5 MI TO
 OY0926'HAIRPIN CURVE AROUND N.-S. RIDGE.  CONTINUE ON RD. 0.3 MI TO
 OY0926'SADDLE ON E.-W. RIDGE AND END OF TRUCK TRAVEL.  PACK 10 MINUTES
 OY0926'UP RIDGE TO W. AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1171 ***********************************************************************
 NV1171  DESIGNATION -  JUNCTION
 NV1171  PID         -  NV1171
 NV1171  STATE/COUNTY-  ID/OWYHEE
 NV1171  USGS QUAD   -  THE ARCH (1978)
 NV1171
 NV1171                         *CURRENT SURVEY CONTROL
 NV1171  ___________________________________________________________________
 NV1171* NAD 83(1992)-  42 14 54.56731(N)    115 37 20.89831(W)     ADJUSTED  
 NV1171* NAVD 88     -      1560.5    (meters)    5120.     (feet)  VERTCON   
 NV1171  ___________________________________________________________________
 NV1171  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 NV1171  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 NV1171
 NV1171  HORZ ORDER  -  SECOND
 NV1171
 NV1171.The horizontal coordinates were established by classical geodetic methods
 NV1171.and adjusted by the National Geodetic Survey in July 1992..
 NV1171
 NV1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 NV1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NV1171
 NV1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1171
 NV1171.The geoid height was determined by GEOID03.
 NV1171
 NV1171;                    North         East     Units Scale Factor Converg.
 NV1171;SPC ID W     -    64,628.218   810,523.905   MT  0.99993470   +0 05 08.7
 NV1171;UTM  11      - 4,678,285.064   613,639.758   MT  0.99975890   +0 55 34.6
 NV1171
 NV1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV1171!SPC ID W     -   0.99975787  x   0.99993470  =   0.99969259
 NV1171!UTM  11      -   0.99975787  x   0.99975890  =   0.99951683
 NV1171
 NV1171|---------------------------------------------------------------------|
 NV1171| PID    Reference Object                     Distance      Geod. Az  |
 NV1171|                                                           dddmmss.s |
 NV1171| CD5830 JUNCTION RM 3                        14.768 METERS 05228     |
 NV1171| NV1169 ROLLING                             APPROX.23.0 KM 0862753.7 |
 NV1171| CD5829 JUNCTION RM 2                         7.728 METERS 18141     |
 NV1171| CD5828 JUNCTION RM 1                         9.524 METERS 26340     |
 NV1171|---------------------------------------------------------------------|
 NV1171
 NV1171                          SUPERSEDED SURVEY CONTROL
 NV1171
 NV1171  NAD 83(1986)-  42 14 54.56757(N)    115 37 20.89737(W) AD(       ) 2
 NV1171  NAD 27      -  42 14 54.91063(N)    115 37 17.59546(W) AD(       ) 2
 NV1171  NGVD 29 (07/19/86) 1559.4    (m)         5116.     (f) VERT ANG       
 NV1171
 NV1171.Superseded values are not recommended for survey control.
 NV1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1171.See file dsdata.txt to determine how the superseded data were derived.
 NV1171
 NV1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG1364078285(NAD 83)
 NV1171_MARKER: DD = SURVEY DISK
 NV1171_SETTING: 80 = SET IN A BOULDER
 NV1171_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 NV1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV1171+STABILITY: SURFACE MOTION
 NV1171
 NV1171  HISTORY     - Date     Condition        Report By
 NV1171  HISTORY     - 1957     MONUMENTED       USGS
 NV1171  HISTORY     - 1972     GOOD             USGS
 NV1171
 NV1171                          STATION DESCRIPTION
 NV1171
 NV1171'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NV1171'LOCATED ABOUT 55 MI. WNW. OF ROGERSON, 28 MI. NW. OF THREE CREEK, 3.0
 NV1171'MI. SW. OF THE JUNCTION OF THE JARBIDGE AND BRUNEAU RIVERS, 0.4 MI. W.
 NV1171'OF JARBIDGE RIVER, 0.2 MI. S. OF A Y-INTERSECTION AND 35 FT. W. OF RD.
 NV1171'ON A LOW, ROLLING, SAGEBRUSH-COVERED HILL.
 NV1171'
 NV1171'STATION REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 NV1171'
 NV1171'STATION MARK--A STANDARD USGS TABLET STAMPED---JUNCTION 1957---,
 NV1171'CEMENTED IN A BOULDER.
 NV1171'
 NV1171'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED---,
 NV1171'---JUNCTION NO 1 1957---, CEMENTED IN A BOULDER, 31.24 FT. FROM
 NV1171'STATION MARK 83 DEGREES 40 MINUTES SW.
 NV1171'
 NV1171'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN A BOULDER,
 NV1171'25.35 FT. FROM STATION MARK 01 DEGREES 41 MINUTES SW.
 NV1171'
 NV1171'REFERENCE MARK NO. 3--STANDARD USGS REFERENCE MARK TABLET STAMPED---,
 NV1171'---JUNCTION NO 3 1957 - 1974---, CEMENTED IN A BOULDER, 48.45 FT.
 NV1171'FROM STATION MARK 52 DEGREES 28 MINUTES NE.
 NV1171'
 NV1171'NOTE BY USGS, 1974--OCCUPIED ONLY TO ESTABLISH ETVA ELEVATION.  NEW
 NV1171'DESCRIPTION FOLLOWS
 NV1171'
 NV1171'LOCATED ABOUT 51 MI. WNW. OF ROGERSON, 26 MI. NW. OF THREE CREEK, 5.5
 NV1171'MI. SE. OF JUNCTION OF JARBIDGE AND BRUNEAU RIVERS, 4.0 MI. W. OF
 NV1171'JARBIDGE RIVER, 0.5 MI. S. OF A Y-INTERSECTION, AND 35 FT. W. OF THE
 NV1171'RD. ON A LOW ROLLING, SAGEBRUSH COVERED HILL.
 NV1171'
 NV1171'TO REACH FROM THE ABANDONED MINING TOWN OF ROWLAND, GO SE. ON MAIN RD.
 NV1171'FOR 0.3 MI. TO BRIDGE OVER BRUNEAU RIVER AND RD. LEADING DOWNSTREAM TO
 NV1171'HOWARDS HOME RANCH, TURN RIGHT FOLLOWING RD. TO JARBIDGE AND GO 1.9
 NV1171'MI. TO MAJOR RD. INTERSECTION, TURN LEFT AND CONTINUE ON TOWARD
 NV1171'JARBIDGE FOR 11.9 MI. TO A RD. INTERSECTION N., TURN N. AND GO 1.4 MI.
 NV1171'TO A FOUR-WAY INTERSECTION 0.2 MI. W. OF AN ABANDONED RANCH, CONTINUE
 NV1171'STRAIGHT AHEAD (N.) FOR 2.0 MI. WHERE RD. INTERSECTS A CANAL, CONTINUE
 NV1171'ON N. FOR 0.8 MI. TO A RD. INTERSECTION E., CONTINUE N. ON MAIN RD.
 NV1171'FOR 4.9 MI. TO A FOUR-WAY INTERSECTION LOCATED 0.5 MI. N. OF COWAN
 NV1171'RESERVOIR, TAKE RIGHT FORK LEADING N. AND GO 0.9 MI. TO A TRAIL FORK
 NV1171'E., CONTINUE ON N. ON MAIN RD. FOR 4.2 MI. TO Y-INTERSECTION, TAKE
 NV1171'LEFT FORK AND CONTINUE N. FOR 3.6 MI. TO A FOUR-WAY INTERSECTION,
 NV1171'CONTINUE ON N. FOR 2.6 MI. TO AN INTERSECTION LEADING SW., TAKE RIGHT
 NV1171'FORK AND CONTINUE ON N. FOR 1.1 MI. TO AN ANGLE POINT IN THE RD. AND
 NV1171'STATION ON LEFT.
 NV1171
 NV1171                          STATION RECOVERY (1972)
 NV1171
 NV1171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NV1171'LOCATED ABOUT 55 MI WNW. OF ROGERSON.  28 MI NW. OF THREE
 NV1171'CREEK.  3.0 MI SW. OF THE JCT. OF THE JARBIDGE AND BRUNEAU
 NV1171'RIVERS.  0.4 MI W. OF JARBIDGE RIVER.  0.2 MI S. OF A
 NV1171'Y-INTERSECTION AND 35 FT W. OF RD. ON A LOW, ROLLING,
 NV1171'SAGEBRUSH-COVERED HILL.
 NV1171'
 NV1171'STATION REACHED BY HELICOPTER.  GOOD LANDING SITE AT STATION.
 NV1171'
 NV1171'STATION MARK--A STANDARD USGS TABLET STAMPED JUNCTION 1957
 NV1171'CEMENTED IN A BOULDER.
 NV1171'
 NV1171'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET
 NV1171'STAMPED JUNCTION NO 1 1957 CEMENTED IN A BOULDER.
 NV1171'
 NV1171'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN A BOULDER.
 NV1171'
 NV1171'REFERENCE MARK NO. 3--STANDARD USGS REFERENCE MARK TABLET STAMPED
 NV1171'JUNCTION NO 3 1957 - 1974 CEMENTED IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AE3508 ***********************************************************************
 AE3508  DESIGNATION -  JUNE RESET
 AE3508  PID         -  AE3508
 AE3508  STATE/COUNTY-  ID/ELMORE
 AE3508  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 AE3508
 AE3508                         *CURRENT SURVEY CONTROL
 AE3508  ___________________________________________________________________
 AE3508* NAD 83(1992)-  43 07 36.60929(N)    115 43 39.84784(W)     ADJUSTED  
 AE3508* NAVD 88     -       963.     (meters)    3159.     (feet)  SCALED    
 AE3508  ___________________________________________________________________
 AE3508  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AE3508  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 AE3508
 AE3508  HORZ ORDER  -  THIRD
 AE3508
 AE3508.This mark is at Mountain Home Municipal Airport (U76)
 AE3508
 AE3508.The horizontal coordinates were established by classical geodetic methods
 AE3508.and adjusted by the National Geodetic Survey in July 1992..
 AE3508
 AE3508.The orthometric height was scaled from a topographic map.
 AE3508
 AE3508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3508
 AE3508.The geoid height was determined by GEOID03.
 AE3508
 AE3508;                    North         East     Units Scale Factor Converg.
 AE3508;SPC ID W     -   162,186.487   801,811.608   MT  0.99993337   +0 00 54.8
 AE3508;UTM  11      - 4,775,685.391   603,487.196   MT  0.99973174   +0 52 11.3
 AE3508
 AE3508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3508!SPC ID W     -   0.99985153  x   0.99993337  =   0.99978491
 AE3508!UTM  11      -   0.99985153  x   0.99973174  =   0.99958331
 AE3508
 AE3508|---------------------------------------------------------------------|
 AE3508| PID    Reference Object                     Distance      Geod. Az  |
 AE3508|                                                           dddmmss.s |
 AE3508| OZ1042 AIRPORT BCN MTN HOME MUN APT         22.485 METERS 06604     |
 AE3508| OZ0534 D 221                                30.464 METERS 08911     |
 AE3508| OZ0840 HOME                                APPROX. 4.0 KM 1842230.6 |
 AE3508| CD5831 JUNE RM 1                            11.998 METERS 35922     |
 AE3508|---------------------------------------------------------------------|
 AE3508
 AE3508                          SUPERSEDED SURVEY CONTROL
 AE3508
 AE3508  NAD 83(1986)-  43 07 36.61021(N)    115 43 39.84324(W) AD(       ) 3
 AE3508
 AE3508.Superseded values are not recommended for survey control.
 AE3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3508.See file dsdata.txt to determine how the superseded data were derived.
 AE3508
 AE3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH0348775685(NAD 83)
 AE3508_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE3508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE3508_STAMPING: JUNE 1959 1988
 AE3508_MARK LOGO: NGS   
 AE3508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3508+STABILITY: SURFACE MOTION
 AE3508
 AE3508  HISTORY     - Date     Condition        Report By
 AE3508  HISTORY     - 1989     MONUMENTED       NGS
 AE3508  HISTORY     - 19940615 GOOD             NGS
 AE3508
 AE3508                          STATION DESCRIPTION
 AE3508
 AE3508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AE3508'THE STATION IS LOCATED, AIRLINE, ABOUT 2 MILES SOUTHWEST OF
 AE3508'MOUNTAIN HOME AT THE MOUNTAIN HOME MUNICIPAL AIRPORT.
 AE3508'
 AE3508'TO REACH FROM THE RAILROAD STATION IN MOUNTAIN HOME, GO SOUTHEAST
 AE3508'ON U.S. HIGHWAY 30 FOR 0.3 MILE TO STATE HIGHWAY 67 ON THE RIGHT.
 AE3508'TURN RIGHT, ON STATE HIGHWAY 67, AND GO WEST FOR 1.0 MILE TO
 AE3508'A ROAD FORK ON THE LEFT, KEEP THE RIGHT FORK, STATE HIGHWAY
 AE3508'67, AND CONTINUE WEST FOR 0.55 MILE TO THE ENTRANCE TO THE
 AE3508'MOUNTAIN HOME MUNICIPAL AIRPORT AND THE STATION ON THE RIGHT.
 AE3508'
 AE3508'THE STATION IS LOCATED NEAR THE ENTRANCE ROAD TO THE AIRPORT, 73.7 FT
 AE3508'(22.5 M) WEST OF THE AIRPORT BEACON, 42.6 FT (13.0 M) NORTH OF THE
 AE3508'HIGHWAY CENTERLINE, 2.8 FT (0.9 M) NORTH OF THE AIRPORT FENCE AND
 AE3508'WITNESS POST.  THE MARK IS AN NGS DISK SET IN A ROUND CONCRETE
 AE3508'MONUMENT .5 FT (15.2 CM) ABOVE THE GROUND AND STAMPED-JUNE 1959 1989.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1630 ***********************************************************************
 NU1630  DESIGNATION -  JUNEAU
 NU1630  PID         -  NU1630
 NU1630  STATE/COUNTY-  ID/POWER
 NU1630  USGS QUAD   -  INDIAN SPRINGS (1971)
 NU1630
 NU1630                         *CURRENT SURVEY CONTROL
 NU1630  ___________________________________________________________________
 NU1630* NAD 83(1992)-  42 42 17.40278(N)    112 49 49.05259(W)     ADJUSTED  
 NU1630* NAVD 88     -      1697.1    (meters)    5568.     (feet)  VERTCON   
 NU1630  ___________________________________________________________________
 NU1630  LAPLACE CORR-           7.17  (seconds)                    DEFLEC99
 NU1630  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 NU1630
 NU1630  HORZ ORDER  -  SECOND
 NU1630
 NU1630.The horizontal coordinates were established by classical geodetic methods
 NU1630.and adjusted by the National Geodetic Survey in July 1992..
 NU1630
 NU1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1630
 NU1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1630
 NU1630.The geoid height was determined by GEOID03.
 NU1630
 NU1630;                    North         East     Units Scale Factor Converg.
 NU1630;SPC ID E     -   115,523.895   145,631.780   MT  0.99998372   -0 27 00.3
 NU1630;UTM  12      - 4,729,662.077   350,101.692   MT  0.99987644   -1 14 29.7
 NU1630
 NU1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1630!SPC ID E     -   0.99973602  x   0.99998372  =   0.99971974
 NU1630!UTM  12      -   0.99973602  x   0.99987644  =   0.99961249
 NU1630
 NU1630|---------------------------------------------------------------------|
 NU1630| PID    Reference Object                     Distance      Geod. Az  |
 NU1630|                                                           dddmmss.s |
 NU1630| CM4957 JUNEAU RM 1                           4.830 METERS 11831     |
 NU1630| CM4958 JUNEAU RM 2                           4.515 METERS 20959     |
 NU1630| CM4956 JUNEAU AZ MK                                       3001906.6 |
 NU1630|---------------------------------------------------------------------|
 NU1630
 NU1630                          SUPERSEDED SURVEY CONTROL
 NU1630
 NU1630  NAD 83(1986)-  42 42 17.39749(N)    112 49 49.04316(W) AD(       ) 2
 NU1630  NAD 27      -  42 42 17.71200(N)    112 49 46.06900(W) AD(       ) 2
 NU1630  NGVD 29 (07/19/86) 1696.0    (m)         5564.     (f) VERT ANG       
 NU1630
 NU1630.Superseded values are not recommended for survey control.
 NU1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1630.See file dsdata.txt to determine how the superseded data were derived.
 NU1630
 NU1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5010229662(NAD 83)
 NU1630_MARKER: DS = TRIANGULATION STATION DISK
 NU1630_SETTING: 66 = SET IN ROCK OUTCROP
 NU1630
 NU1630  HISTORY     - Date     Condition        Report By
 NU1630  HISTORY     - 1950     MONUMENTED       CGS
 NU1630  HISTORY     - 1969     GOOD             CGS
 NU1630
 NU1630                          STATION DESCRIPTION
 NU1630
 NU1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1630'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT,
 NU1630'JUNIPER, COVERED HILL, ABOUT 18 MILES EAST OF WAPI AND 6 MILES
 NU1630'SOUTHEAST OF AMERICAN FALLS.
 NU1630'
 NU1630'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 30W AND STATE
 NU1630'HIGHWAY 39 IN AMERICAN FALLS, GO SOUTHWEST, ON U.S. HIGHWAY 30W,
 NU1630'FOR 2.5 MILES TO FORKS AND STATE HIGHWAY 37.  TAKE LEFT FORK,
 NU1630'AND GO SOUTH, ON STATE HIGHWAY 37, FOR 1.9 MILES TO THE AZIMUTH
 NU1630'MARK.  CONTINUE SOUTH, ON STATE HIGHWAY 37, FOR 0.1 MILE TO SIDE
 NU1630'ROAD LEFT.  TURN LEFT, AND GO EAST 0.2 MILE TO FORKS.  TAKE
 NU1630'RIGHT FORK, AND GO SOUTHEASTERLY 3.15 MILES TO FORKS.  TAKE LEFT
 NU1630'FORK, AND GO NORTHERLY 0.8 MILE TO FORKS.  TAKE LEFT FORK, AND
 NU1630'GO WESTERLY 1.25 MILES TO WIRE GATE ON LEFT SIDE OF ROAD.
 NU1630'TURN LEFT AND PASS THROUGH WIRE GATE, AND GO SOUTHWESTERLY,
 NU1630'ACROSS COUNTRY 0.55 MILE TO HIGHEST POINT OF HILL AND THE
 NU1630'STATION.
 NU1630'
 NU1630'THE STATION MARK IS A STANDARD DISK, STAMPED JUNEAU 1950,
 NU1630'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 NU1630'FLUSH WITH THE GROUND.
 NU1630'
 NU1630'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED JUNEAU NO
 NU1630'1 1950, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 NU1630'ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 NU1630'AS THE STATION.
 NU1630'
 NU1630'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED JUNEAU NO
 NU1630'2 1950, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 NU1630'ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 NU1630'AS THE STATION.
 NU1630'
 NU1630'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JUNEAU 1950,
 NU1630'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 NU1630'FLUSH WITH THE GROUND.  IT IS LOCATED ALONG THE WEST SIDE OF
 NU1630'STATE HIGHWAY 37 AND 100 FEET WEST OF THE CENTERLINE OF THE
 NU1630'HIGHWAY.
 NU1630
 NU1630                          STATION RECOVERY (1969)
 NU1630
 NU1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (NET)
 NU1630'THE STATION MARK, STAMPED JUNEAU 1950, REFERENCE MARK NO. 1,
 NU1630'STAMPED JUNEAU NO 1 1950, REFERENCE MARK NO. 2, STAMPED
 NU1630'JUNEAU NO 2 1950 AND THE AZIMUITH MARK, STAMPED JUNEAU 1950
 NU1630'WERE RECOVERED AS DESCRIBED.  A WITNESS POST WAS PLACED 4
 NU1630'FEET SOUTH OF THE AZIMUTH MARK.  THE TO REACH IS ADEQUATE
 NU1630'FOR RECOVERY.  THE LAST 0.55 MILE WAS PACKED BY THIS PARTY
 NU1630'BECAUSE THE FIELD WAS WET.
 NU1630'
 NU1630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 NU1630'SOUTHEAST OF AMERICAN FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0393 ***********************************************************************
 NW0393  DESIGNATION -  JUNIPER
 NW0393  PID         -  NW0393
 NW0393  STATE/COUNTY-  ID/OWYHEE
 NW0393  USGS QUAD   -  BULL BASIN CAMP (1977)
 NW0393
 NW0393                         *CURRENT SURVEY CONTROL
 NW0393  ___________________________________________________________________
 NW0393* NAD 83(1992)-  42 21 13.45685(N)    116 58 16.13224(W)     ADJUSTED  
 NW0393* NAVD 88     -      1843.9    (meters)    6050.     (feet)  VERTCON   
 NW0393  ___________________________________________________________________
 NW0393  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 NW0393  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 NW0393
 NW0393  HORZ ORDER  -  FIRST
 NW0393
 NW0393.The horizontal coordinates were established by classical geodetic methods
 NW0393.and adjusted by the National Geodetic Survey in July 1992..
 NW0393
 NW0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 NW0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NW0393
 NW0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 NW0393
 NW0393.The geoid height was determined by GEOID03.
 NW0393
 NW0393;                    North         East     Units Scale Factor Converg.
 NW0393;SPC ID W     -    77,032.656   699,395.231   MT  1.00005782   -0 49 21.9
 NW0393;UTM  11      - 4,689,052.969   502,376.187   MT  0.99960007   +0 01 10.0
 NW0393
 NW0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NW0393!SPC ID W     -   0.99971363  x   1.00005782  =   0.99977143
 NW0393!UTM  11      -   0.99971363  x   0.99960007  =   0.99931381
 NW0393
 NW0393|---------------------------------------------------------------------|
 NW0393| PID    Reference Object                     Distance      Geod. Az  |
 NW0393|                                                           dddmmss.s |
 NW0393| CD5832 JUNIPER RM 1                          5.117 METERS 00100     |
 NW0393| CD5833 JUNIPER RM 2                         10.926 METERS 08703     |
 NW0393| NW0332 SACRAMENTO                          APPROX.25.9 KM 2761337.0 |
 NW0393|---------------------------------------------------------------------|
 NW0393
 NW0393                          SUPERSEDED SURVEY CONTROL
 NW0393
 NW0393  NAD 83(1991)-  42 21 13.45738(N)    116 58 16.13203(W) AD(       ) 1
 NW0393  NAD 83(1986)-  42 21 13.46067(N)    116 58 16.13179(W) AD(       ) 1
 NW0393  NAD 27      -  42 21 13.88200(N)    116 58 12.66600(W) AD(       ) 1
 NW0393  NGVD 29 (07/19/86) 1842.7    (m)         6046.     (f) VERT ANG       
 NW0393
 NW0393.Superseded values are not recommended for survey control.
 NW0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0393.See file dsdata.txt to determine how the superseded data were derived.
 NW0393
 NW0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG0237689053(NAD 83)
 NW0393_MARKER: DS = TRIANGULATION STATION DISK
 NW0393_SETTING: 80 = SET IN A BOULDER
 NW0393_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NW0393
 NW0393  HISTORY     - Date     Condition        Report By
 NW0393  HISTORY     - 1934     MONUMENTED       CGS
 NW0393  HISTORY     - 1969     GOOD             USGS
 NW0393  HISTORY     - 1972     GOOD             USGS
 NW0393  HISTORY     - 1973     GOOD             USGS
 NW0393  HISTORY     - 1975     GOOD             USGS
 NW0393
 NW0393                          STATION DESCRIPTION
 NW0393
 NW0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP)
 NW0393'THE STATION IS ON THE JUNIPER RANGE, ON A MOUNTAIN LOCALLY
 NW0393'KNOWN AS BALD MOUNTAIN, WHICH IS A HOGBACK WITH A MODERATE
 NW0393'GROWTH OF JUNIPER TREES.  THE STATION IS ABOUT 3/8 MILE WEST
 NW0393'OF THE HIGHEST POINT OF THE HILL.
 NW0393'
 NW0393'REACHED FROM JORDAN VALLEY AS FOLLOWS--GO EAST ON THE MAIN
 NW0393'STREET (THE POVERTY FLAT ROAD) AND FOLLOW THE MAIN-TRAVELED
 NW0393'ROAD 18.1 MILES, TAKE THE LEFT FORK AND GO 2.0 MILES, TAKE THE
 NW0393'RIGHT FORK AND GO 2.0 MILES, TAKE THE RIGHT FORK TURNING
 NW0393'OFF THE POVERTY FLAT ROAD AND THEN GO 12.4 MILES TO THE
 NW0393'THREE FORKS CANYON, CROSS THE THREE FORKS CANYON AND CONTINUE
 NW0393'16.1 MILES TO THE C RANCH, CONTINUE 200 YARDS AND TAKE THE
 NW0393'RIGHT FORK AND GO 3.9 MILES.  LEAVE THE ROAD HERE AND FOLLOW
 NW0393'UP THE RIDGE 1.2 MILES TO THE STATION.  A DRIVE STATION.
 NW0393'
 NW0393'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 NW0393'SET IN BOULDERS AS DESCRIBED.
 NW0393'
 NW0393'THERE WAS NO SUITABLE PLACE ON THIS MOUNTAIN FOR AN AZIMUTH
 NW0393'MARK.
 NW0393
 NW0393                          STATION RECOVERY (1969)
 NW0393
 NW0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NW0393'RECOVERED AS DESCRIBED.
 NW0393
 NW0393                          STATION RECOVERY (1972)
 NW0393
 NW0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NW0393'INSTRUMENT STAND 5.2 FT ABOVE STATION MARK.
 NW0393'
 NW0393'ALL MARKS IN GOOD CONDITION.
 NW0393'
 NW0393'NOTE--R.M. 2 DOES NOT CHECK USC AND GS IN DISTANCE.
 NW0393
 NW0393                          STATION RECOVERY (1973)
 NW0393
 NW0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NW0393'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD
 NW0393'CONDITION.  RM 2 DOES NOT CHECK NGS IN DISTANCE.
 NW0393'
 NW0393'INSTRUMENT STAND 5.2 FT ABOVE STATION MARK.
 NW0393
 NW0393                          STATION RECOVERY (1975)
 NW0393
 NW0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NW0393'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 NW0393'
 NW0393'INSTRUMENT STAND 4.8 FT ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DI0248 ***********************************************************************
 DI0248  DESIGNATION -  JUNIPER BUTTE
 DI0248  PID         -  DI0248
 DI0248  STATE/COUNTY-  ID/OWYHEE
 DI0248  USGS QUAD   -  JUNIPER BUTTE (1980)
 DI0248
 DI0248                         *CURRENT SURVEY CONTROL
 DI0248  ___________________________________________________________________
 DI0248* NAD 83(1999)-  42 19 54.24740(N)    115 21 56.94579(W)     ADJUSTED  
 DI0248* NAVD 88     -      1520.3    (meters)    4988.     (feet)  GPS OBS   
 DI0248  ___________________________________________________________________
 DI0248  X           -  -2,023,475.896 (meters)                     COMP
 DI0248  Y           -  -4,267,999.838 (meters)                     COMP
 DI0248  Z           -   4,273,928.612 (meters)                     COMP
 DI0248  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DI0248  ELLIP HEIGHT-        1504.11  (meters)          (05/08/06) GPS OBS
 DI0248  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 DI0248
 DI0248  HORZ ORDER  -  A
 DI0248  ELLP ORDER  -  FOURTH    CLASS I
 DI0248
 DI0248.The horizontal coordinates were established by GPS observations
 DI0248.and adjusted by the National Geodetic Survey in May 2006..
 DI0248.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 DI0248.DATUM ITEM on the data sheet items page.
 DI0248
 DI0248.The orthometric height was determined by GPS observations and a
 DI0248.high-resolution geoid model.
 DI0248
 DI0248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0248
 DI0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0248
 DI0248.The ellipsoidal height was determined by GPS observations
 DI0248.and is referenced to NAD 83.
 DI0248
 DI0248.The geoid height was determined by GEOID03.
 DI0248
 DI0248;                    North         East     Units Scale Factor Converg.
 DI0248;SPC ID W     -    73,937.917   831,661.804   MT  0.99994566   +0 15 31.4
 DI0248;UTM  11      - 4,687,902.667   634,635.562   MT  0.99982303   +1 06 02.4
 DI0248
 DI0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0248!SPC ID W     -   0.99976416  x   0.99994566  =   0.99970983
 DI0248!UTM  11      -   0.99976416  x   0.99982303  =   0.99958723
 DI0248
 DI0248                          SUPERSEDED SURVEY CONTROL
 DI0248
 DI0248.No superseded survey control is available for this station.
 DI0248
 DI0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG3463687903(NAD 83)
 DI0248_MARKER: I = METAL ROD
 DI0248_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI0248_STAMPING: JBTE 2005
 DI0248_MARK LOGO: USAF  
 DI0248_PROJECTION: FLUSH
 DI0248_MAGNETIC: I = MARKER IS A STEEL ROD
 DI0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0248+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 DI0248_ROD/PIPE-DEPTH:  3.0 meters
 DI0248_SLEEVE-DEPTH  :  0.9 meters
 DI0248
 DI0248  HISTORY     - Date     Condition        Report By
 DI0248  HISTORY     - 20050115 MONUMENTED       CH2M
 DI0248
 DI0248                          STATION DESCRIPTION
 DI0248
 DI0248'DESCRIBED BY CH2M HILL INCORPORATED 2005
 DI0248'THE STATION IS LOCATED ABOUT 44 MI (70.81 KM) SOUTHEAST OF BRUNEAU, AT
 DI0248'EMMITER SITE AE ON THE JUNIPER BUTTE BOMBING RANGE MAINTENANCE
 DI0248'FACILITY.  OWNERSHIP--MOUNTAIN HOME AIR FORCE BASE.
 DI0248' 
 DI0248'TO REACH FROM THE ONE STOP CAFE AND GAS STATION IN BRUNEAU AT THE
 DI0248'INTERSECTION OF STATE HIGHWAY 51 AND HOT SPRINGS RD, GO EAST ON HOT
 DI0248'SPRINGS ROAD FOR 8.1 MI (13.04 KM), PAST THE HOT SPRINGS CEMETARY, TO
 DI0248'A FORK WITH A GRAVEL ROAD.  KEEP LEFT, ON PAVED ROAD (TURNS TO GRAVEL
 DI0248'AT 4.7 MILES) FOR 4.9 MI (7.89 KM) TO A FORK WITH A GRAVEL ROAD ON THE
 DI0248'LEFT.  KEEP RIGHT AT FORK AND GO SOUTH FOR 22.9 MI (36.85 KM) TO A T
 DI0248'INTERSECTION WITH CLOVER CREEK ROAD.  TURN RIGHT AND FOLLOW CLOVER
 DI0248'CREEK ROAD FOR 12.2 MI (19.63 KM) SOUTH TO A GATED GRAVEL ROAD ON THE
 DI0248'LEFT.  NOTE AT APPROXIMATELY 11.2 MI (18.02 KM), UTILITY POLES APPEAR
 DI0248'ON THE EAST SIDE OF CLOVER CREEK ROAD.  THIS LINE OF POLES TURNS EAST
 DI0248'TO THE JUNIPER BUTTE MAINENANCE FACILITY AT THE GATED ACCESS ROAD.
 DI0248'ACCESS THROUGH THE GATE REQUIRES PERMISSION FROM THE MOUNTAIN HOME AFB
 DI0248'RANGE SQUADRON (TELPHONE 208-828-6828).  IN ADDITION, JOB CONTROL
 DI0248'(TELEPHONE 208-828-6826) MUST BE NOTIFIED OF MOVEMENT INSIDE THE GATED
 DI0248'FACILITY.  GO EAST ON ACCESS ROAD, 0.4 MI (0.64 KM) TO A GRAVEL ROAD
 DI0248'ON THE RIGHT, LEADING TO A GRAVEL CUL DE SAC WHICH IS EMMITER SITE AD.
 DI0248'THE STATION IS IN THE GRASS AREA ON THE SOUTHEAST SIDE APPROXIMATELY
 DI0248'40 FT (12.2 M) FROM THE CENTER OF THE CUL DE SAC.  THE MARK IS 5 FT
 DI0248'(1.5 M) WEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0567 ***********************************************************************
 QZ0567  DESIGNATION -  JUREANO LOOKOUT TOWER
 QZ0567  PID         -  QZ0567
 QZ0567  STATE/COUNTY-  ID/LEMHI
 QZ0567  USGS QUAD   -  JUREANO MOUNTAIN (1989)
 QZ0567
 QZ0567                         *CURRENT SURVEY CONTROL
 QZ0567  ___________________________________________________________________
 QZ0567* NAD 83(1992)-  45 12 14.04598(N)    114 14 34.52745(W)     ADJUSTED  
 QZ0567* NAVD 88     -                                                        
 QZ0567  ___________________________________________________________________
 QZ0567  LAPLACE CORR-           8.44  (seconds)                    DEFLEC99
 QZ0567  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 QZ0567
 QZ0567  HORZ ORDER  -  THIRD
 QZ0567
 QZ0567.The horizontal coordinates were established by classical geodetic methods
 QZ0567.and adjusted by the National Geodetic Survey in July 1992..
 QZ0567
 QZ0567
 QZ0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0567
 QZ0567.The geoid height was determined by GEOID03.
 QZ0567
 QZ0567;                    North         East     Units Scale Factor Converg.
 QZ0567;SPC ID C     -   392,999.234   480,915.250   MT  0.99995185   -0 10 20.6
 QZ0567;UTM  11      - 5,009,299.991   716,527.150   MT  1.00017651   +1 57 26.0
 QZ0567
 QZ0567                          SUPERSEDED SURVEY CONTROL
 QZ0567
 QZ0567  NAD 83(1986)-  45 12 14.04997(N)    114 14 34.54079(W) AD(       ) 4
 QZ0567  NAD 27      -  45 12 14.35000(N)    114 14 31.28000(W) AD(       ) 3
 QZ0567
 QZ0567.Superseded values are not recommended for survey control.
 QZ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0567.See file dsdata.txt to determine how the superseded data were derived.
 QZ0567
 QZ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL1652709300(NAD 83)
 QZ0567
 QZ0567  HISTORY     - Date     Condition        Report By
 QZ0567  HISTORY     - 1945     MONUMENTED       CGS
 QZ0567
 QZ0567                          STATION DESCRIPTION
 QZ0567
 QZ0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0567'STATION IS LOCATED ABOUT 12 MILES S OF SHOUP, 17 MILES W OF
 QZ0567'SALMON, ON THE SUMMIT OF JUREANO MOUNTAIN.  IT IS A FOUR-LEGGED
 QZ0567'STEEL STRUCTURE ABOUT 60 FEET HIGH WITH A GLASS-ENCLOSED CAB
 QZ0567'ON THE TOP.  IT IS OWNED BY THE FOREST SERVICE.  THE APEX
 QZ0567'OF THE ROOF WAS THE POINT OBSERVED UPON.
 QZ0567'
 QZ0567'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0825 ***********************************************************************
 OY0825  DESIGNATION -  JUST
 OY0825  PID         -  OY0825
 OY0825  STATE/COUNTY-  ID/BINGHAM
 OY0825  USGS QUAD   -  FIRTH (1979)
 OY0825
 OY0825                         *CURRENT SURVEY CONTROL
 OY0825  ___________________________________________________________________
 OY0825* NAD 83(1992)-  43 15 49.07741(N)    112 08 05.90256(W)     ADJUSTED  
 OY0825* NAVD 88     -      1439.6    (meters)    4723.     (feet)  VERTCON   
 OY0825  ___________________________________________________________________
 OY0825  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 OY0825  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 OY0825
 OY0825  HORZ ORDER  -  SECOND
 OY0825
 OY0825.The horizontal coordinates were established by classical geodetic methods
 OY0825.and adjusted by the National Geodetic Survey in July 1992..
 OY0825
 OY0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0825
 OY0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0825
 OY0825.The geoid height was determined by GEOID03.
 OY0825
 OY0825;                    North         East     Units Scale Factor Converg.
 OY0825;SPC ID E     -   177,385.851   202,573.126   MT  0.99994745   +0 01 18.2
 OY0825;UTM  12      - 4,790,716.747   407,886.345   MT  0.99970437   -0 46 40.5
 OY0825
 OY0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0825!SPC ID E     -   0.99977619  x   0.99994745  =   0.99972365
 OY0825!UTM  12      -   0.99977619  x   0.99970437  =   0.99948062
 OY0825
 OY0825|---------------------------------------------------------------------|
 OY0825| PID    Reference Object                     Distance      Geod. Az  |
 OY0825|                                                           dddmmss.s |
 OY0825| CN4658 JUST RM 2                            19.112 METERS 00016     |
 OY0825| OY0819 SHELLEY LDS CHURCH SPIRE            APPROX.12.8 KM 0060919.4 |
 OY0825| CN4657 JUST RM 1                            12.600 METERS 19029     |
 OY0825| OY0827 FIRTH TANK                          APPROX. 6.2 KM 3213842.4 |
 OY0825|---------------------------------------------------------------------|
 OY0825
 OY0825                          SUPERSEDED SURVEY CONTROL
 OY0825
 OY0825  NAD 83(1986)-  43 15 49.07002(N)    112 08 05.88999(W) AD(       ) 2
 OY0825  NAD 27      -  43 15 49.36850(N)    112 08 02.99270(W) AD(       ) 2
 OY0825  NGVD 29 (07/19/86) 1438.5    (m)         4719.     (f) VERT ANG       
 OY0825
 OY0825.Superseded values are not recommended for survey control.
 OY0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0825.See file dsdata.txt to determine how the superseded data were derived.
 OY0825
 OY0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN0788690717(NAD 83)
 OY0825_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OY0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0825
 OY0825  HISTORY     - Date     Condition        Report By
 OY0825  HISTORY     - 1959     MONUMENTED       CGS
 OY0825  HISTORY     - 1984     GOOD             BPA
 OY0825
 OY0825                          STATION DESCRIPTION
 OY0825
 OY0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OY0825'THE STATION IS ABOUT 4 MILES SOUTHEAST OF FIRTH, 4 MILES
 OY0825'EAST OF KIMBALL, ON THE SOUTHWEST END OF A PROMINENT RIDGE,
 OY0825'NORTH OF THE BLACKFOOT RIVER AND BETWEEN THE IDAHO AND JUST
 OY0825'CANALS, AT THE WEST EDGE OF A CULTIVATED FIELD AND AT A POINT
 OY0825'WHERE A POWER TRANSMISSION LINE TURNS DUE NORTH.
 OY0825'
 OY0825'TO REACH FROM THE POST OFFICE AT FIRTH GO SOUTHWEST ON U.S.
 OY0825'HIGHWAY 91 FOR 0.75 MILE TO A GRAVEL CROSS ROAD.  TURN LEFT,
 OY0825'EAST, ON GRAVEL ROAD AND GO 0.65 MILE TO A CROSS ROAD AND
 OY0825'A SCHOOL BUILDING ON THE LEFT.  CONTINUE STRAIGHT AHEAD, EAST,
 OY0825'ON PAVED ROAD FOR 0.9 MILE TO A CROSS ROAD.  TURN RIGHT,
 OY0825'SOUTH, ON PAVED ROAD AND GO 2.45 MILES TO A GRAVEL CROSS
 OY0825'ROAD.  TURN LEFT, EAST, ON GRAVEL ROAD AND GO 0.75 MILE TO
 OY0825'A CROSS ROAD JUST AFTER CROSSING OVER A CANAL.  CONTINUE
 OY0825'STRAIGHT AHEAD, EAST, UP HILL FOR 0.3 MILE TO A FORK.  TAKE
 OY0825'LEFT FORK, NORTHEAST, FOR 0.25 MILE TO THE STATION ON THE
 OY0825'LEFT.
 OY0825'
 OY0825'THE STATION, WITH UNDERGROUND MARK, STAMPED JUST 1959, IS
 OY0825'A STANDARD DISK SET IN A SQUARE CONCRETE POST FLUSH WITH
 OY0825'THE GROUND, 69 FEET NORTH OF A FENCE CORNER, 66 FEET SOUTH
 OY0825'OF THE EAST ONE OF THREE POWER POLES, 6.9 FEET EAST OF A
 OY0825'NORTH-SOUTH FENCE LINE AND 6.2 FEET EAST OF A METAL WITNESS
 OY0825'POST WITH SIGN.
 OY0825'
 OY0825'REFERENCE MARK NO. 1, STAMPED JUST NO 1 1959, IS A STANDARD
 OY0825'DISK SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES,
 OY0825'27-1/2 FEET NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A
 OY0825'NORTH-SOUTH FENCE LINE.
 OY0825'
 OY0825'REFERENCE MARK NO. 2, STAMPED JUST NO 2 1959, IS A STANDARD
 OY0825'DISK SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES,
 OY0825'3-1/2 FEET SOUTHWEST OF THE EAST ONE OF THREE POWER POLES
 OY0825'AND 3-1/2 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 OY0825'
 OY0825'2-WHEEL DRIVE.
 OY0825
 OY0825                          STATION RECOVERY (1984)
 OY0825
 OY0825'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1984 (DK)
 OY0825'JUST 1959 IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0014 ***********************************************************************
 NU0014  DESIGNATION -  K
 NU0014  PID         -  NU0014
 NU0014  STATE/COUNTY-  ID/BANNOCK
 NU0014  USGS QUAD   -  INKOM (1971)
 NU0014
 NU0014                         *CURRENT SURVEY CONTROL
 NU0014  ___________________________________________________________________
 NU0014* NAD 83(1986)-  42 47 47.     (N)    112 19 32.     (W)     SCALED    
 NU0014* NAVD 88     -      1373.133  (meters)    4505.02   (feet)  ADJUSTED  
 NU0014  ___________________________________________________________________
 NU0014  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 NU0014  DYNAMIC HT  -        1372.334 (meters)    4502.40  (feet)  COMP
 NU0014  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 NU0014
 NU0014  VERT ORDER  -  FIRST     CLASS I
 NU0014
 NU0014.The horizontal coordinates were scaled from a topographic map and have
 NU0014.an estimated accuracy of +/- 6 seconds.
 NU0014
 NU0014.The orthometric height was determined by differential leveling
 NU0014.and adjusted by the National Geodetic Survey in June 1991..
 NU0014
 NU0014.The geoid height was determined by GEOID03.
 NU0014
 NU0014.The dynamic height is computed by dividing the NAVD 88
 NU0014.geopotential number by the normal gravity value computed on the
 NU0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0014.degrees latitude (g = 980.6199 gals.).
 NU0014
 NU0014.The modeled gravity was interpolated from observed gravity values.
 NU0014
 NU0014;                    North         East    Units  Estimated Accuracy
 NU0014;SPC ID E     -   125,490.      187,000.      MT  (+/- 180 meters Scaled)
 NU0014
 NU0014                          SUPERSEDED SURVEY CONTROL
 NU0014
 NU0014  NGVD 29 (??/??/92) 1372.08   (m)         4501.6    (f) COMPUTED    1 1
 NU0014
 NU0014.Superseded values are not recommended for survey control.
 NU0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0014.See file dsdata.txt to determine how the superseded data were derived.
 NU0014
 NU0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN915390(NAD 83)
 NU0014_MARKER: Q = CHISELED SQUARE
 NU0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0014_SP_SET: CULVERT
 NU0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0014
 NU0014  HISTORY     - Date     Condition        Report By
 NU0014  HISTORY     - UNK      MONUMENTED       CGS
 NU0014  HISTORY     - 1958     GOOD             NGS
 NU0014  HISTORY     - 1967     GOOD             NGS
 NU0014
 NU0014                          STATION DESCRIPTION
 NU0014
 NU0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0014'8.05 MI SE FROM POCATELLO.
 NU0014'8.05 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0014'AT POCATELLO, 0.3 MILE EAST OF THE CROSSING OF A ROAD, 1 1/2 POLES
 NU0014'WEST OF MILEPOLE 206, ON THE OUTSIDE OF A CURVE, IN THE TOP OF THE
 NU0014'WEST END OF THE NORTH CONCRETE HEAD WALL OF 2-BY 3-FOOT CONCRETE BOX
 NU0014'CULVERT 206.02, 11.9 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 NU0014'AND 4 1/2 FEET LOWER THAN THE TRACK.
 NU0014
 NU0014                          STATION RECOVERY (1967)
 NU0014
 NU0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0075 ***********************************************************************
 TO0075  DESIGNATION -  K 1
 TO0075  PID         -  TO0075
 TO0075  STATE/COUNTY-  ID/BOUNDARY
 TO0075  USGS QUAD   -  LEONIA (1983)
 TO0075
 TO0075                         *CURRENT SURVEY CONTROL
 TO0075  ___________________________________________________________________
 TO0075* NAD 83(1986)-  48 35 34.     (N)    116 00 19.     (W)     SCALED    
 TO0075* NAVD 88     -       561.286  (meters)    1841.49   (feet)  ADJUSTED  
 TO0075  ___________________________________________________________________
 TO0075  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 TO0075  DYNAMIC HT  -         561.327 (meters)    1841.62  (feet)  COMP
 TO0075  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 TO0075
 TO0075  VERT ORDER  -  FIRST     CLASS II
 TO0075
 TO0075.The horizontal coordinates were scaled from a topographic map and have
 TO0075.an estimated accuracy of +/- 6 seconds.
 TO0075
 TO0075.The orthometric height was determined by differential leveling
 TO0075.and adjusted by the National Geodetic Survey in June 1991..
 TO0075
 TO0075.The geoid height was determined by GEOID03.
 TO0075
 TO0075.The dynamic height is computed by dividing the NAVD 88
 TO0075.geopotential number by the normal gravity value computed on the
 TO0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0075.degrees latitude (g = 980.6199 gals.).
 TO0075
 TO0075.The modeled gravity was interpolated from observed gravity values.
 TO0075
 TO0075;                    North         East    Units  Estimated Accuracy
 TO0075;SPC ID W     -   769,710.      781,170.      MT  (+/- 180 meters Scaled)
 TO0075
 TO0075                          SUPERSEDED SURVEY CONTROL
 TO0075
 TO0075  NGVD 29 (??/??/92)  560.105  (m)         1837.61   (f) ADJ UNCH    1 2
 TO0075
 TO0075.Superseded values are not recommended for survey control.
 TO0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0075.See file dsdata.txt to determine how the superseded data were derived.
 TO0075
 TO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP733826(NAD 83)
 TO0075_MARKER: DD = SURVEY DISK
 TO0075_SETTING: 80 = SET IN A BOULDER
 TO0075_SP_SET: BOULDER
 TO0075_STAMPING: K 1 1929
 TO0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0075+STABILITY: SURFACE MOTION
 TO0075
 TO0075  HISTORY     - Date     Condition        Report By
 TO0075  HISTORY     - 1929     MONUMENTED       USGS
 TO0075  HISTORY     - 1933     GOOD             NGS
 TO0075
 TO0075                          STATION DESCRIPTION
 TO0075
 TO0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TO0075'3.0 MI SE FROM LEONIA.
 TO0075'IN LINCOLN COUNTY, MONTANA, 3.0 MILES SOUTHEAST ALONG THE GREAT
 TO0075'NORTHERN RAILWAY FROM THE STATION AT LEONIA, BOUNDARY COUNTY, IDAHO,
 TO0075'0.9 MILE NORTHWEST OF TUNNEL NO. 7, 20 FEET SOUTHWEST OF THE TRACK, IN
 TO0075'THE TOP OF AN EMBEDDED BOULDER PAINTED USBM 1837.4, AND ABOUT 3 FEET
 TO0075'ABOVE THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 TO0075'STAMPED K 1 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0013 ***********************************************************************
 TO0013  DESIGNATION -  K 10
 TO0013  PID         -  TO0013
 TO0013  STATE/COUNTY-  ID/BOUNDARY
 TO0013  USGS QUAD   -  MORAVIA (1996)
 TO0013
 TO0013                         *CURRENT SURVEY CONTROL
 TO0013  ___________________________________________________________________
 TO0013* NAD 83(1986)-  48 39 28.     (N)    116 24 05.     (W)     SCALED    
 TO0013* NAVD 88     -       548.155  (meters)    1798.41   (feet)  ADJUSTED  
 TO0013  ___________________________________________________________________
 TO0013  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 TO0013  DYNAMIC HT  -         548.212 (meters)    1798.59  (feet)  COMP
 TO0013  MODELED GRAV-     980,699.3   (mgal)                       NAVD 88
 TO0013
 TO0013  VERT ORDER  -  FIRST     CLASS II
 TO0013
 TO0013.The horizontal coordinates were scaled from a topographic map and have
 TO0013.an estimated accuracy of +/- 6 seconds.
 TO0013
 TO0013.The orthometric height was determined by differential leveling
 TO0013.and adjusted by the National Geodetic Survey in June 1991..
 TO0013
 TO0013.The geoid height was determined by GEOID03.
 TO0013
 TO0013.The dynamic height is computed by dividing the NAVD 88
 TO0013.geopotential number by the normal gravity value computed on the
 TO0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0013.degrees latitude (g = 980.6199 gals.).
 TO0013
 TO0013.The modeled gravity was interpolated from observed gravity values.
 TO0013
 TO0013;                    North         East    Units  Estimated Accuracy
 TO0013;SPC ID W     -   777,110.      752,010.      MT  (+/- 180 meters Scaled)
 TO0013
 TO0013                          SUPERSEDED SURVEY CONTROL
 TO0013
 TO0013  NGVD 29 (??/??/92)  546.975  (m)         1794.53   (f) ADJ UNCH    1 2
 TO0013
 TO0013.Superseded values are not recommended for survey control.
 TO0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0013.See file dsdata.txt to determine how the superseded data were derived.
 TO0013
 TO0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP440895(NAD 83)
 TO0013_MARKER: DB = BENCH MARK DISK
 TO0013_SETTING: 80 = SET IN A BOULDER
 TO0013_SP_SET: BOULDER
 TO0013_STAMPING: 1794.550 K 10 1914
 TO0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0013+STABILITY: SURFACE MOTION
 TO0013
 TO0013  HISTORY     - Date     Condition        Report By
 TO0013  HISTORY     - 1914     MONUMENTED       CGS
 TO0013  HISTORY     - 1944     GOOD             NGS
 TO0013
 TO0013                          STATION DESCRIPTION
 TO0013
 TO0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0013'6.0 MI N FROM NAPLES.
 TO0013'6.0 MILES NORTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 TO0013'STATION AT NAPLES, SET AT THE DEEP CREEK SIDING, SET IN THE TOP OF A
 TO0013'LARGE BOULDER NEAR THE WATER TANK, 113 FEET SOUTH OF CENTER-LINE OF
 TO0013'PUBLIC ROAD CROSSING, 55 FEET NORTHWEST OF THE NORTHWEST FACE OF THE
 TO0013'WATER TANK, 17.8 FEET WEST OF WEST RAIL OF MAIN TRACK.  BRONZE BENCH
 TO0013'MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1284 ***********************************************************************
 NU1284  DESIGNATION -  K 101 RESET
 NU1284  PID         -  NU1284
 NU1284  STATE/COUNTY-  ID/CASSIA
 NU1284  USGS QUAD   -  RUPERT (1976)
 NU1284
 NU1284                         *CURRENT SURVEY CONTROL
 NU1284  ___________________________________________________________________
 NU1284* NAD 83(1986)-  42 34 08.     (N)    113 37 44.     (W)     SCALED    
 NU1284* NAVD 88     -      1266.613  (meters)    4155.55   (feet)  ADJUSTED  
 NU1284  ___________________________________________________________________
 NU1284  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NU1284  DYNAMIC HT  -        1265.891 (meters)    4153.18  (feet)  COMP
 NU1284  MODELED GRAV-     980,007.3   (mgal)                       NAVD 88
 NU1284
 NU1284  VERT ORDER  -  FIRST     CLASS II
 NU1284
 NU1284.The horizontal coordinates were scaled from a topographic map and have
 NU1284.an estimated accuracy of +/- 6 seconds.
 NU1284
 NU1284.The orthometric height was determined by differential leveling
 NU1284.and adjusted by the National Geodetic Survey in June 1991..
 NU1284
 NU1284.The geoid height was determined by GEOID03.
 NU1284
 NU1284.The dynamic height is computed by dividing the NAVD 88
 NU1284.geopotential number by the normal gravity value computed on the
 NU1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1284.degrees latitude (g = 980.6199 gals.).
 NU1284
 NU1284.The modeled gravity was interpolated from observed gravity values.
 NU1284
 NU1284;                    North         East    Units  Estimated Accuracy
 NU1284;SPC ID C     -   100,280.      530,470.      MT  (+/- 180 meters Scaled)
 NU1284
 NU1284                          SUPERSEDED SURVEY CONTROL
 NU1284
 NU1284.No superseded survey control is available for this station.
 NU1284
 NU1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN842162(NAD 83)
 NU1284_MARKER: DB = BENCH MARK DISK
 NU1284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU1284_SP_SET: CURB
 NU1284_STAMPING: K 101 RESET 1976
 NU1284_MARK LOGO: NGS   
 NU1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1284
 NU1284  HISTORY     - Date     Condition        Report By
 NU1284  HISTORY     - 1976     MONUMENTED       NGS
 NU1284  HISTORY     - 1983     GOOD             NGS
 NU1284
 NU1284                          STATION DESCRIPTION
 NU1284
 NU1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NU1284'5.0 MI S FROM RUPERT.
 NU1284'REACHED FROM THE RUPERT POST OFFICE GO EAST ON EIGHTH STREET FOR 0.4
 NU1284'MILE TO STATE HIGHWAY 25, JUST AFTER CROSSING THE RAILROAD TRACKS,
 NU1284'CONTINUE EAST, AND SOUTH ON STATE HIGHWAY 25 FOR 5.5 MILES TO
 NU1284'INTERSTATE 80N, TURN RIGHT, AND GO WEST ON INTERSTATE 80N FOR 0.25
 NU1284'MILE TO THE WEST END OF THE BRIDGE OVER THE SNAKE RIVER, AND THE BENCH
 NU1284'MARK ON THE LEFT, 18 FEET SOUTH OF THE CENTER OF THE WESTBOUND TRAFFIC
 NU1284'LANES, 8.5 FEET WEST OF THE EAST END OF THE BRIDGE, 2.5 FEET WEST OF
 NU1284'THE EAST END OF THE METAL GUARD RAIL, AND 4-INCHES HIGHER THAN THE
 NU1284'DECK OF THE BRIDGE CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB.
 NU1284
 NU1284                          STATION RECOVERY (1983)
 NU1284
 NU1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1284'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.85 KM
 NU1284'(5.55 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE OVERPASS
 NU1284'BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN, IN TOP OF
 NU1284'THE EAST END OF THE SOUTH CURB OF THE WEST BOUND BRIDGE OVER THE SNAKE
 NU1284'RIVER, 0.35 KM (0.2 MI) EAST OF MILEPOST 216, 5.5 METERS (18 FT) SOUTH
 NU1284'OF THE WEST BOUND HIGHWAY CENTERLINE.
 NU1284'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1036 ***********************************************************************
 NU1036  DESIGNATION -  K 102
 NU1036  PID         -  NU1036
 NU1036  STATE/COUNTY-  ID/CASSIA
 NU1036  USGS QUAD   -  SUBLETT (1985)
 NU1036
 NU1036                         *CURRENT SURVEY CONTROL
 NU1036  ___________________________________________________________________
 NU1036* NAD 83(1986)-  42 17 23.     (N)    113 10 17.     (W)     SCALED    
 NU1036* NAVD 88     -      1492.246  (meters)    4895.81   (feet)  ADJUSTED  
 NU1036  ___________________________________________________________________
 NU1036  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NU1036  DYNAMIC HT  -        1491.267 (meters)    4892.60  (feet)  COMP
 NU1036  MODELED GRAV-     979,913.4   (mgal)                       NAVD 88
 NU1036
 NU1036  VERT ORDER  -  SECOND    CLASS 0
 NU1036
 NU1036.The horizontal coordinates were scaled from a topographic map and have
 NU1036.an estimated accuracy of +/- 6 seconds.
 NU1036
 NU1036.The orthometric height was determined by differential leveling
 NU1036.and adjusted by the National Geodetic Survey in June 1991..
 NU1036
 NU1036.The geoid height was determined by GEOID03.
 NU1036
 NU1036.The dynamic height is computed by dividing the NAVD 88
 NU1036.geopotential number by the normal gravity value computed on the
 NU1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1036.degrees latitude (g = 980.6199 gals.).
 NU1036
 NU1036.The modeled gravity was interpolated from observed gravity values.
 NU1036
 NU1036;                    North         East    Units  Estimated Accuracy
 NU1036;SPC ID C     -    69,530.      568,340.      MT  (+/- 180 meters Scaled)
 NU1036
 NU1036                          SUPERSEDED SURVEY CONTROL
 NU1036
 NU1036  NGVD 29 (??/??/92) 1491.170  (m)         4892.28   (f) ADJ UNCH    2 0
 NU1036
 NU1036.Superseded values are not recommended for survey control.
 NU1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1036.See file dsdata.txt to determine how the superseded data were derived.
 NU1036
 NU1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM209842(NAD 83)
 NU1036_MARKER: DB = BENCH MARK DISK
 NU1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1036_STAMPING: K 102 1960
 NU1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1036+STABILITY: SURFACE MOTION
 NU1036
 NU1036  HISTORY     - Date     Condition        Report By
 NU1036  HISTORY     - 1960     MONUMENTED       CGS
 NU1036
 NU1036                          STATION DESCRIPTION
 NU1036
 NU1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1036'13.3 MI SE FROM MALTA.
 NU1036'0.45 MILE NORTH ON U.S. HIGHWAY 30S FROM THE POST OFFICE AT MALTA TO A
 NU1036'GRAVEL ROAD, THENCE 10.05 MILES EAST TO A GRAVEL ROAD, THENCE 2.3
 NU1036'MILES SOUTH, THENCE 0.4 MILE SOUTHEAST ON GRAVEL ROAD LEADING TO
 NU1036'JUNIPER, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.4 FEET
 NU1036'NORTHEAST OF A METAL WITNESS POST WITH SIGN, 1 FOOT SOUTH OF A FENCE
 NU1036'LINE, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1177 ***********************************************************************
 NU1177  DESIGNATION -  K 103
 NU1177  PID         -  NU1177
 NU1177  STATE/COUNTY-  ID/JEROME
 NU1177  USGS QUAD   -  BURLEY SW (1978)
 NU1177
 NU1177                         *CURRENT SURVEY CONTROL
 NU1177  ___________________________________________________________________
 NU1177* NAD 83(1986)-  42 34 37.     (N)    113 58 16.     (W)     SCALED    
 NU1177* NAVD 88     -      1284.361  (meters)    4213.77   (feet)  ADJUSTED  
 NU1177  ___________________________________________________________________
 NU1177  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NU1177  DYNAMIC HT  -        1283.656 (meters)    4211.46  (feet)  COMP
 NU1177  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 NU1177
 NU1177  VERT ORDER  -  SECOND    CLASS 0
 NU1177
 NU1177.The horizontal coordinates were scaled from a topographic map and have
 NU1177.an estimated accuracy of +/- 6 seconds.
 NU1177
 NU1177.The orthometric height was determined by differential leveling
 NU1177.and adjusted by the National Geodetic Survey in June 1991..
 NU1177
 NU1177.The geoid height was determined by GEOID03.
 NU1177
 NU1177.The dynamic height is computed by dividing the NAVD 88
 NU1177.geopotential number by the normal gravity value computed on the
 NU1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1177.degrees latitude (g = 980.6199 gals.).
 NU1177
 NU1177.The modeled gravity was interpolated from observed gravity values.
 NU1177
 NU1177;                    North         East    Units  Estimated Accuracy
 NU1177;SPC ID C     -   101,110.      502,370.      MT  (+/- 180 meters Scaled)
 NU1177
 NU1177                          SUPERSEDED SURVEY CONTROL
 NU1177
 NU1177  NGVD 29 (??/??/92) 1283.409  (m)         4210.65   (f) ADJ UNCH    2 0
 NU1177
 NU1177.Superseded values are not recommended for survey control.
 NU1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1177.See file dsdata.txt to determine how the superseded data were derived.
 NU1177
 NU1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN561181(NAD 83)
 NU1177_MARKER: DB = BENCH MARK DISK
 NU1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1177_STAMPING: K 103 1960
 NU1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1177+STABILITY: SURFACE MOTION
 NU1177
 NU1177  HISTORY     - Date     Condition        Report By
 NU1177  HISTORY     - 1960     MONUMENTED       CGS
 NU1177
 NU1177                          STATION DESCRIPTION
 NU1177
 NU1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1177'3.9 MI E FROM GREENWOOD.
 NU1177'3.9 MILES EAST ALONG STATE HIGHWAY 25 FROM THE GREENWOOD SERVICE
 NU1177'STATION TO A GRAVEL CROSS ROAD, 37 FEET NORTH OF THE CENTERLINE OF THE
 NU1177'HIGHWAY, 35 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 6 FEET
 NU1177'WEST OF A POWER POLE, 1.7 FEET NORTH OF A METAL WITNESS POST WITH
 NU1177'SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0127 ***********************************************************************
 NW0127  DESIGNATION -  K 106
 NW0127  PID         -  NW0127
 NW0127  STATE/COUNTY-  ID/OWYHEE
 NW0127  USGS QUAD   -  PARSNIP PEAK (1969)
 NW0127
 NW0127                         *CURRENT SURVEY CONTROL
 NW0127  ___________________________________________________________________
 NW0127* NAD 83(1986)-  42 51 19.     (N)    117 00 59.     (W)     SCALED    
 NW0127* NAVD 88     -      1415.179  (meters)    4642.97   (feet)  ADJUSTED  
 NW0127  ___________________________________________________________________
 NW0127  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 NW0127  DYNAMIC HT  -        1414.383 (meters)    4640.35  (feet)  COMP
 NW0127  MODELED GRAV-     980,007.9   (mgal)                       NAVD 88
 NW0127
 NW0127  VERT ORDER  -  SECOND    CLASS 0
 NW0127
 NW0127.The horizontal coordinates were scaled from a topographic map and have
 NW0127.an estimated accuracy of +/- 6 seconds.
 NW0127
 NW0127.The orthometric height was determined by differential leveling
 NW0127.and adjusted by the National Geodetic Survey in June 1991..
 NW0127
 NW0127.The geoid height was determined by GEOID03.
 NW0127
 NW0127.The dynamic height is computed by dividing the NAVD 88
 NW0127.geopotential number by the normal gravity value computed on the
 NW0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0127.degrees latitude (g = 980.6199 gals.).
 NW0127
 NW0127.The modeled gravity was interpolated from observed gravity values.
 NW0127
 NW0127;                    North         East    Units  Estimated Accuracy
 NW0127;SPC ID W     -   132,800.      696,500.      MT  (+/- 180 meters Scaled)
 NW0127
 NW0127                          SUPERSEDED SURVEY CONTROL
 NW0127
 NW0127  NGVD 29 (??/??/92) 1414.100  (m)         4639.43   (f) ADJ UNCH    2 0
 NW0127
 NW0127.Superseded values are not recommended for survey control.
 NW0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0127.See file dsdata.txt to determine how the superseded data were derived.
 NW0127
 NW0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH986447(NAD 83)
 NW0127_MARKER: DB = BENCH MARK DISK
 NW0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NW0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NW0127_STAMPING: K 106 1963
 NW0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0127+STABILITY: SURFACE MOTION
 NW0127
 NW0127  HISTORY     - Date     Condition        Report By
 NW0127  HISTORY     - 1963     MONUMENTED       CGS
 NW0127
 NW0127                          STATION DESCRIPTION
 NW0127
 NW0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0127'10.9 MI SE FROM JORDAN VALLEY, OR.
 NW0127'10.9 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY
 NW0127'HOTEL AT JORDAN VALLEY, 0.05 MILE SOUTH OF THE CROSSING OF A WASH, 47
 NW0127'FEET WEST OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTH OF A TELEPHONE
 NW0127'POLE, 2.3 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 NW0127'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 NW0127'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0078 ***********************************************************************
 NW0078  DESIGNATION -  K 107
 NW0078  PID         -  NW0078
 NW0078  STATE/COUNTY-  ID/OWYHEE
 NW0078  USGS QUAD   -  RED BASIN (1973)
 NW0078
 NW0078                         *CURRENT SURVEY CONTROL
 NW0078  ___________________________________________________________________
 NW0078* NAD 83(1986)-  42 16 10.     (N)    116 52 17.     (W)     SCALED    
 NW0078* NAVD 88     -      1430.834  (meters)    4694.33   (feet)  ADJUSTED  
 NW0078  ___________________________________________________________________
 NW0078  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 NW0078  DYNAMIC HT  -        1429.862 (meters)    4691.14  (feet)  COMP
 NW0078  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 NW0078
 NW0078  VERT ORDER  -  SECOND    CLASS 0
 NW0078
 NW0078.The horizontal coordinates were scaled from a topographic map and have
 NW0078.an estimated accuracy of +/- 6 seconds.
 NW0078
 NW0078.The orthometric height was determined by differential leveling
 NW0078.and adjusted by the National Geodetic Survey in June 1991..
 NW0078
 NW0078.The geoid height was determined by GEOID03.
 NW0078
 NW0078.The dynamic height is computed by dividing the NAVD 88
 NW0078.geopotential number by the normal gravity value computed on the
 NW0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0078.degrees latitude (g = 980.6199 gals.).
 NW0078
 NW0078.The modeled gravity was interpolated from observed gravity values.
 NW0078
 NW0078;                    North         East    Units  Estimated Accuracy
 NW0078;SPC ID W     -    67,560.      707,490.      MT  (+/- 180 meters Scaled)
 NW0078
 NW0078                          SUPERSEDED SURVEY CONTROL
 NW0078
 NW0078  NGVD 29 (??/??/92) 1429.659  (m)         4690.47   (f) ADJ UNCH    2 0
 NW0078
 NW0078.Superseded values are not recommended for survey control.
 NW0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0078.See file dsdata.txt to determine how the superseded data were derived.
 NW0078
 NW0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG106797(NAD 83)
 NW0078_MARKER: DB = BENCH MARK DISK
 NW0078_SETTING: 66 = SET IN ROCK OUTCROP
 NW0078_SP_SET: OUTCROP
 NW0078_STAMPING: K 107 1963
 NW0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0078+STABILITY: POSITION/ELEVATION WELL
 NW0078
 NW0078  HISTORY     - Date     Condition        Report By
 NW0078  HISTORY     - 1963     MONUMENTED       CGS
 NW0078
 NW0078                          STATION DESCRIPTION
 NW0078
 NW0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0078'15.85 MI SE FROM C RANCH, OR.
 NW0078'15.85 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, 175 FEET
 NW0078'SOUTH OF A GATE, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE
 NW0078'TOP OF A 4 BY 15-FOOT OUTCROP, 9.0 FEET SOUTHWEST OF A WITNESS POST,
 NW0078'AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0038 ***********************************************************************
 NW0038  DESIGNATION -  K 108
 NW0038  PID         -  NW0038
 NW0038  STATE/COUNTY-  ID/OWYHEE
 NW0038  USGS QUAD   -  JARVIS PASTURE (1971)
 NW0038
 NW0038                         *CURRENT SURVEY CONTROL
 NW0038  ___________________________________________________________________
 NW0038* NAD 83(1986)-  42 14 59.     (N)    116 24 23.     (W)     SCALED    
 NW0038* NAVD 88     -      1668.591  (meters)    5474.37   (feet)  ADJUSTED  
 NW0038  ___________________________________________________________________
 NW0038  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 NW0038  DYNAMIC HT  -        1667.448 (meters)    5470.62  (feet)  COMP
 NW0038  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 NW0038
 NW0038  VERT ORDER  -  SECOND    CLASS 0
 NW0038
 NW0038.The horizontal coordinates were scaled from a topographic map and have
 NW0038.an estimated accuracy of +/- 6 seconds.
 NW0038
 NW0038.The orthometric height was determined by differential leveling
 NW0038.and adjusted by the National Geodetic Survey in June 1991..
 NW0038
 NW0038.The geoid height was determined by GEOID03.
 NW0038
 NW0038.The dynamic height is computed by dividing the NAVD 88
 NW0038.geopotential number by the normal gravity value computed on the
 NW0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0038.degrees latitude (g = 980.6199 gals.).
 NW0038
 NW0038.The modeled gravity was interpolated from observed gravity values.
 NW0038
 NW0038;                    North         East    Units  Estimated Accuracy
 NW0038;SPC ID W     -    64,970.      745,830.      MT  (+/- 180 meters Scaled)
 NW0038
 NW0038                          SUPERSEDED SURVEY CONTROL
 NW0038
 NW0038  NGVD 29 (??/??/92) 1667.433  (m)         5470.57   (f) ADJ UNCH    2 0
 NW0038
 NW0038.Superseded values are not recommended for survey control.
 NW0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0038.See file dsdata.txt to determine how the superseded data were derived.
 NW0038
 NW0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG489776(NAD 83)
 NW0038_MARKER: DB = BENCH MARK DISK
 NW0038_SETTING: 80 = SET IN A BOULDER
 NW0038_SP_SET: LAVA BOULDER
 NW0038_STAMPING: K 108 1963
 NW0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0038+STABILITY: SURFACE MOTION
 NW0038
 NW0038  HISTORY     - Date     Condition        Report By
 NW0038  HISTORY     - 1963     MONUMENTED       CGS
 NW0038
 NW0038                          STATION DESCRIPTION
 NW0038
 NW0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0038'22.9 MI W FROM RIDDLE.
 NW0038'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0038'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0038'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0038'THENCE 6.55 MILES WEST ALONG A DIRT ROAD, 0.15 MILE NORTHEAST OF A
 NW0038'STOCK POND, 400 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE
 NW0038'TOP OF A LAVA BOULDER PROJECTING 1.0 FOOT ABOVE THE GROUND, 1.6 FEET
 NW0038'SOUTHEAST OF A WITNESS POST, AND ABOUT 8 FEET HIGHER THAN THE ROAD,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0099 ***********************************************************************
 NW0099  DESIGNATION -  K 109
 NW0099  PID         -  NW0099
 NW0099  STATE/COUNTY-  ID/OWYHEE
 NW0099  USGS QUAD   -  PIUTE BASIN WEST (1973)
 NW0099
 NW0099                         *CURRENT SURVEY CONTROL
 NW0099  ___________________________________________________________________
 NW0099* NAD 83(1986)-  42 11 56.     (N)    116 41 06.     (W)     SCALED    
 NW0099* NAVD 88     -      1540.844  (meters)    5055.25   (feet)  ADJUSTED  
 NW0099  ___________________________________________________________________
 NW0099  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 NW0099  DYNAMIC HT  -        1539.811 (meters)    5051.86  (feet)  COMP
 NW0099  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 NW0099
 NW0099  VERT ORDER  -  SECOND    CLASS 0
 NW0099
 NW0099.The horizontal coordinates were scaled from a topographic map and have
 NW0099.an estimated accuracy of +/- 6 seconds.
 NW0099
 NW0099.The orthometric height was determined by differential leveling
 NW0099.and adjusted by the National Geodetic Survey in June 1991..
 NW0099
 NW0099.The geoid height was determined by GEOID03.
 NW0099
 NW0099.The dynamic height is computed by dividing the NAVD 88
 NW0099.geopotential number by the normal gravity value computed on the
 NW0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0099.degrees latitude (g = 980.6199 gals.).
 NW0099
 NW0099.The modeled gravity was interpolated from observed gravity values.
 NW0099
 NW0099;                    North         East    Units  Estimated Accuracy
 NW0099;SPC ID W     -    59,530.      722,780.      MT  (+/- 180 meters Scaled)
 NW0099
 NW0099                          SUPERSEDED SURVEY CONTROL
 NW0099
 NW0099  NGVD 29 (??/??/92) 1539.708  (m)         5051.53   (f) ADJ UNCH    2 0
 NW0099
 NW0099.Superseded values are not recommended for survey control.
 NW0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0099.See file dsdata.txt to determine how the superseded data were derived.
 NW0099
 NW0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG260719(NAD 83)
 NW0099_MARKER: DB = BENCH MARK DISK
 NW0099_SETTING: 66 = SET IN ROCK OUTCROP
 NW0099_SP_SET: OUTCROP
 NW0099_STAMPING: K 109 1963
 NW0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0099+STABILITY: POSITION/ELEVATION WELL
 NW0099
 NW0099  HISTORY     - Date     Condition        Report By
 NW0099  HISTORY     - 1963     MONUMENTED       CGS
 NW0099
 NW0099                          STATION DESCRIPTION
 NW0099
 NW0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0099'44.5 MI W FROM RIDDLE.
 NW0099'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0099'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0099'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0099'THENCE 7.2 MILES WEST ALONG A DIRT ROAD, THENCE 7.6 MILES SOUTHWEST
 NW0099'ALONG A PIPE LINE ROAD, THENCE 13.35 MILES WEST ALONG A DIRT ROAD, AT
 NW0099'A POINT WHERE ROAD TURNS WEST ALONG A FENCE LINE, AT THE EAST EDGE OF
 NW0099'A ROCKY CANYON, 103 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN THE
 NW0099'TOP OF AN OUTCROP, 78 FEET WEST OF THE EXTENDED CENTER LINE OF ROAD
 NW0099'LEADING NORTH, 90.7 FEET SOUTH OF A FENCE, 82 FEET SOUTH OF A WITNESS
 NW0099'POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0426 ***********************************************************************
 PY0426  DESIGNATION -  K 11
 PY0426  PID         -  PY0426
 PY0426  STATE/COUNTY-  ID/FREMONT
 PY0426  USGS QUAD   -  HATCHERY BUTTE (1964)
 PY0426
 PY0426                         *CURRENT SURVEY CONTROL
 PY0426  ___________________________________________________________________
 PY0426* NAD 83(1986)-  44 20 37.     (N)    111 17 50.     (W)     SCALED    
 PY0426* NAVD 88     -      1915.146  (meters)    6283.27   (feet)  POSTED    
 PY0426  ___________________________________________________________________
 PY0426  GEOID HEIGHT-          -9.62  (meters)                     GEOID03
 PY0426  DYNAMIC HT  -        1914.060 (meters)    6279.71  (feet)  COMP
 PY0426  MODELED GRAV-     979,980.4   (mgal)                       NAVD 88
 PY0426
 PY0426  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0426
 PY0426.The horizontal coordinates were scaled from a topographic map and have
 PY0426.an estimated accuracy of +/- 6 seconds.
 PY0426
 PY0426.The orthometric height was determined by differential leveling
 PY0426.and adjusted by the National Geodetic Survey in 1992..
 PY0426.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0426.rate of 1.1 thru 2.0 mm/km.
 PY0426
 PY0426.The geoid height was determined by GEOID03.
 PY0426
 PY0426.The dynamic height is computed by dividing the NAVD 88
 PY0426.geopotential number by the normal gravity value computed on the
 PY0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0426.degrees latitude (g = 980.6199 gals.).
 PY0426
 PY0426.The modeled gravity was interpolated from observed gravity values.
 PY0426
 PY0426;                    North         East    Units  Estimated Accuracy
 PY0426;SPC ID E     -   297,740.      269,330.      MT  (+/- 180 meters Scaled)
 PY0426
 PY0426                          SUPERSEDED SURVEY CONTROL
 PY0426
 PY0426  NGVD 29 (??/??/92) 1913.869  (m)         6279.09   (f) ADJ UNCH    1 2
 PY0426
 PY0426.Superseded values are not recommended for survey control.
 PY0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0426.See file dsdata.txt to determine how the superseded data were derived.
 PY0426
 PY0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ763100(NAD 83)
 PY0426_MARKER: DB = BENCH MARK DISK
 PY0426_SETTING: 80 = SET IN A BOULDER
 PY0426_STAMPING: K 11 1923 6279.686
 PY0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0426+STABILITY: SURFACE MOTION
 PY0426
 PY0426  HISTORY     - Date     Condition        Report By
 PY0426  HISTORY     - 1923     MONUMENTED       CGS
 PY0426  HISTORY     - 1960     GOOD             NGS
 PY0426  HISTORY     - 1967     GOOD             NGS
 PY0426
 PY0426                          STATION DESCRIPTION
 PY0426
 PY0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0426'13.85 MI SW FROM BIG SPRINGS.
 PY0426'13.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE S
 PY0426'STAION AT BIG SPRINGS, 2 3/4 POLES SOUTH OF MILEPOST 77, ON THE EAST
 PY0426'SLOPE AND NEAR THE BOTTOM OF A KNOLL, IN TOP OF A FLAT LAVA BOULDER
 PY0426'WHICH PROJECTS 3 INCHES ABOVE THE GROUND, 14.8 FEET WEST OF THE WEST
 PY0426'RAIL, 87.2 FEET SOUTH OF A ECCLES ONE MILE SIGN, 70.9 FEET NORTHWEST
 PY0426'AND ACROSS THE TRACK FROM THE THIRD POLE SOUTH OF THE MILEPOST, AND
 PY0426'ABOUT LEVEL WITH THE TRACK.
 PY0426
 PY0426                          STATION RECOVERY (1967)
 PY0426
 PY0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0011 ***********************************************************************
 NU0011  DESIGNATION -  K 115
 NU0011  PID         -  NU0011
 NU0011  STATE/COUNTY-  ID/BANNOCK
 NU0011  USGS QUAD   -  INKOM (1971)
 NU0011
 NU0011                         *CURRENT SURVEY CONTROL
 NU0011  ___________________________________________________________________
 NU0011* NAD 83(1986)-  42 47 58.     (N)    112 22 07.     (W)     SCALED    
 NU0011* NAVD 88     -      1370.799  (meters)    4497.36   (feet)  ADJUSTED  
 NU0011  ___________________________________________________________________
 NU0011  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NU0011  DYNAMIC HT  -        1370.006 (meters)    4494.76  (feet)  COMP
 NU0011  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 NU0011  OBS GRAVITY -     979,995.0   (mgal)                       GRAV_OBS
 NU0011
 NU0011  VERT ORDER  -  FIRST     CLASS I
 NU0011
 NU0011.The horizontal coordinates were scaled from a topographic map and have
 NU0011.an estimated accuracy of +/- 6 seconds.
 NU0011
 NU0011.The orthometric height was determined by differential leveling
 NU0011.and adjusted by the National Geodetic Survey in June 1991..
 NU0011
 NU0011.The geoid height was determined by GEOID03.
 NU0011
 NU0011.The dynamic height is computed by dividing the NAVD 88
 NU0011.geopotential number by the normal gravity value computed on the
 NU0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0011.degrees latitude (g = 980.6199 gals.).
 NU0011
 NU0011.The modeled gravity was interpolated from observed gravity values.
 NU0011.The observed gravity was obtained from relative gravimeter ties
 NU0011.to the IGSN71 gravity network.
 NU0011
 NU0011;                    North         East    Units  Estimated Accuracy
 NU0011;SPC ID E     -   125,840.      183,480.      MT  (+/- 180 meters Scaled)
 NU0011
 NU0011                          SUPERSEDED SURVEY CONTROL
 NU0011
 NU0011  NGVD 29 (??/??/92) 1369.750  (m)         4493.92   (f) ADJ UNCH    1 1
 NU0011
 NU0011.Superseded values are not recommended for survey control.
 NU0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0011.See file dsdata.txt to determine how the superseded data were derived.
 NU0011
 NU0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN880394(NAD 83)
 NU0011_MARKER: DB = BENCH MARK DISK
 NU0011_SETTING: 66 = SET IN ROCK OUTCROP
 NU0011_SP_SET: ROCK CLIFF
 NU0011_STAMPING: K 115 1958
 NU0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0011+STABILITY: POSITION/ELEVATION WELL
 NU0011
 NU0011  HISTORY     - Date     Condition        Report By
 NU0011  HISTORY     - 1958     MONUMENTED       CGS
 NU0011  HISTORY     - 1967     GOOD             NGS
 NU0011
 NU0011                          STATION DESCRIPTION
 NU0011
 NU0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0011'5.8 MI SE FROM POCATELLO.
 NU0011'5.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0011'AT POCATELLO, 11 POLES NORTHWEST OF MILEPOLE 208, 3 POLES NORTHWEST OF
 NU0011'THE CROSSING OF A PRIVATE ROAD, SET VERTICALLY IN THE SOUTHWEST FACE
 NU0011'OF A 25-FOOT-HIGH ROCK CLIFF, 61.0 FEET NORTHEAST OF THE NORTHEAST
 NU0011'RAIL OF THE NORTHEAST TRACKS, 35 FEET EAST OF THE FIRST TELEPHONE POLE
 NU0011'NORTHWEST OF MILEPOLE 208.25, 42 FEET EAST OF THE SOUTHEAST END OF A
 NU0011'GATE, 30.8 FEET NORTHEAST OF A FENCE, ABOUT 5 FEET HIGHER THAN THE
 NU0011'TRACK AND 4 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0053 ***********************************************************************
 SV0053  DESIGNATION -  K 116
 SV0053  PID         -  SV0053
 SV0053  STATE/COUNTY-  ID/SHOSHONE
 SV0053  USGS QUAD   -  SPYGLASS PEAK (1996)
 SV0053
 SV0053                         *CURRENT SURVEY CONTROL
 SV0053  ___________________________________________________________________
 SV0053* NAD 83(1986)-  47 51 40.     (N)    116 14 10.     (W)     SCALED    
 SV0053* NAVD 88     -       902.820  (meters)    2962.00   (feet)  ADJUSTED  
 SV0053  ___________________________________________________________________
 SV0053  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 SV0053  DYNAMIC HT  -         902.811 (meters)    2961.97  (feet)  COMP
 SV0053  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 SV0053
 SV0053  VERT ORDER  -  SECOND    CLASS 0
 SV0053
 SV0053.The horizontal coordinates were scaled from a topographic map and have
 SV0053.an estimated accuracy of +/- 6 seconds.
 SV0053
 SV0053.The orthometric height was determined by differential leveling
 SV0053.and adjusted by the National Geodetic Survey in June 1991..
 SV0053
 SV0053.The geoid height was determined by GEOID03.
 SV0053
 SV0053.The dynamic height is computed by dividing the NAVD 88
 SV0053.geopotential number by the normal gravity value computed on the
 SV0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0053.degrees latitude (g = 980.6199 gals.).
 SV0053
 SV0053.The modeled gravity was interpolated from observed gravity values.
 SV0053
 SV0053;                    North         East    Units  Estimated Accuracy
 SV0053;SPC ID W     -   688,440.      763,630.      MT  (+/- 180 meters Scaled)
 SV0053
 SV0053                          SUPERSEDED SURVEY CONTROL
 SV0053
 SV0053  NGVD 29 (??/??/92)  901.651  (m)         2958.17   (f) ADJ UNCH    2 0
 SV0053
 SV0053.Superseded values are not recommended for survey control.
 SV0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0053.See file dsdata.txt to determine how the superseded data were derived.
 SV0053
 SV0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP571011(NAD 83)
 SV0053_MARKER: DB = BENCH MARK DISK
 SV0053_SETTING: 66 = SET IN ROCK OUTCROP
 SV0053_SP_SET: OUTCROP
 SV0053_STAMPING: K 116 1958
 SV0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0053+STABILITY: POSITION/ELEVATION WELL
 SV0053
 SV0053  HISTORY     - Date     Condition        Report By
 SV0053  HISTORY     - 1958     MONUMENTED       CGS
 SV0053  HISTORY     - 1966     MARK NOT FOUND   USGS
 SV0053
 SV0053                          STATION DESCRIPTION
 SV0053
 SV0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0053'1.6 MI NE FROM MAGEE RANGER STATION.
 SV0053'1.6 MILES NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION,
 SV0053'0.05 MILE NORTHEAST OF THE CROSSING OF A TELEPHONE LINE, 115 YARDS
 SV0053'SOUTHWEST OF THE CENTER OF A U CURVE AROUND A HIGH OUTCROP, 80 YARDS
 SV0053'SOUTHWEST OF A POST SUPPORTING A FEARN CREEK SIGN, IN TOP OF A LEDGE
 SV0053'OF A MASSIVE SHALE OUTCROP, 11 FEET NORTHWEST OF THE CENTER LINE OF
 SV0053'THE ROAD, ABOUT 14 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE EXPOSED
 SV0053'PORTION OF THE OUTCROP, AND 3 1/2 FEET HIGHER THAN THE ROAD.
 SV0053
 SV0053                          STATION RECOVERY (1966)
 SV0053
 SV0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SV0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0746 ***********************************************************************
 OY0746  DESIGNATION -  K 117
 OY0746  PID         -  OY0746
 OY0746  STATE/COUNTY-  ID/BUTTE
 OY0746  USGS QUAD   -  CHAMPAGNE CREEK (1991)
 OY0746
 OY0746                         *CURRENT SURVEY CONTROL
 OY0746  ___________________________________________________________________
 OY0746* NAD 83(1986)-  43 32 04.     (N)    113 32 49.     (W)     SCALED    
 OY0746* NAVD 88     -      1682.717  (meters)    5520.71   (feet)  ADJUSTED  
 OY0746  ___________________________________________________________________
 OY0746  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 OY0746  DYNAMIC HT  -        1681.729 (meters)    5517.47  (feet)  COMP
 OY0746  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 OY0746
 OY0746  VERT ORDER  -  SECOND    CLASS 0
 OY0746
 OY0746.The horizontal coordinates were scaled from a topographic map and have
 OY0746.an estimated accuracy of +/- 6 seconds.
 OY0746
 OY0746.The orthometric height was determined by differential leveling
 OY0746.and adjusted by the National Geodetic Survey in June 1991..
 OY0746
 OY0746.The geoid height was determined by GEOID03.
 OY0746
 OY0746.The dynamic height is computed by dividing the NAVD 88
 OY0746.geopotential number by the normal gravity value computed on the
 OY0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0746.degrees latitude (g = 980.6199 gals.).
 OY0746
 OY0746.The modeled gravity was interpolated from observed gravity values.
 OY0746
 OY0746;                    North         East    Units  Estimated Accuracy
 OY0746;SPC ID C     -   207,570.      536,620.      MT  (+/- 180 meters Scaled)
 OY0746
 OY0746                          SUPERSEDED SURVEY CONTROL
 OY0746
 OY0746  NGVD 29 (??/??/92) 1681.570  (m)         5516.95   (f) ADJ UNCH    2 0
 OY0746
 OY0746.Superseded values are not recommended for survey control.
 OY0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0746.See file dsdata.txt to determine how the superseded data were derived.
 OY0746
 OY0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP942233(NAD 83)
 OY0746_MARKER: DB = BENCH MARK DISK
 OY0746_SETTING: 66 = SET IN ROCK OUTCROP
 OY0746_SP_SET: ROCK OUTCROP
 OY0746_STAMPING: K 117 1958
 OY0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0746+STABILITY: POSITION/ELEVATION WELL
 OY0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0746+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 OY0746
 OY0746  HISTORY     - Date     Condition        Report By
 OY0746  HISTORY     - 1958     MONUMENTED       CGS
 OY0746  HISTORY     - 20021028 GOOD             IDTD
 OY0746
 OY0746                          STATION DESCRIPTION
 OY0746
 OY0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0746'15.85 MI SW FROM ARCO.
 OY0746'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0746'THENCE 10.85 MILES SOUTHWEST ALONG A DIRT ROAD, 0.1 MILE NORTH OF A
 OY0746'LARGE LAVA DEPOSIT, AT THE JUNCTION OF A DIM TRACK ROAD LEADING
 OY0746'SOUTHWEST AND WEST, IN THE TOP OF A LARGE LAVA OUTCROP FLUSH WITH THE
 OY0746'GROUND, 89 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 136 1/2
 OY0746'FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHWEST END OF A GATE
 OY0746'ACROSS A DIRT ROAD, 110 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE
 OY0746'SOUTHWEST END OF AN 18-INCH PIPE CULVERT, 35.5 FEET SOUTHEAST OF A
 OY0746'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE ROADS.
 OY0746
 OY0746                          STATION RECOVERY (2002)
 OY0746
 OY0746'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JK)
 OY0746'FROM THE PARK HEADQUARTERS ENTRANCE TO CRATERS OF THE MOON NAT. MON.,
 OY0746'PROCEED NORTHEAST ON US-20-26-93 FOR 3.975 KM TO MILEPOST 231.950,
 OY0746'TURN LEFT (WEST) ON A DIRT ROAD AND PROCEED NORTHWESTERLY AND
 OY0746'NORTHEASTERLY FOR 7.021 KM AND THE MARK ON THE RIGHT.  NAD 83 (1999)
 OY0746'RTK DERIVED POSITION =  43-32-03.79370 N  113-32-50.23375 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0597 ***********************************************************************
 OY0597  DESIGNATION -  K 118
 OY0597  PID         -  OY0597
 OY0597  STATE/COUNTY-  ID/BLAINE
 OY0597  USGS QUAD   -  ANTELOPE LAKE (1972)
 OY0597
 OY0597                         *CURRENT SURVEY CONTROL
 OY0597  ___________________________________________________________________
 OY0597* NAD 83(1986)-  43 13 04.     (N)    113 13 57.     (W)     SCALED    
 OY0597* NAVD 88     -      1532.165  (meters)    5026.78   (feet)  ADJUSTED  
 OY0597  ___________________________________________________________________
 OY0597  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 OY0597  DYNAMIC HT  -        1531.306 (meters)    5023.96  (feet)  COMP
 OY0597  MODELED GRAV-     980,004.8   (mgal)                       NAVD 88
 OY0597
 OY0597  VERT ORDER  -  SECOND    CLASS 0
 OY0597
 OY0597.The horizontal coordinates were scaled from a topographic map and have
 OY0597.an estimated accuracy of +/- 6 seconds.
 OY0597
 OY0597.The orthometric height was determined by differential leveling
 OY0597.and adjusted by the National Geodetic Survey in June 1991..
 OY0597
 OY0597.The geoid height was determined by GEOID03.
 OY0597
 OY0597.The dynamic height is computed by dividing the NAVD 88
 OY0597.geopotential number by the normal gravity value computed on the
 OY0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0597.degrees latitude (g = 980.6199 gals.).
 OY0597
 OY0597.The modeled gravity was interpolated from observed gravity values.
 OY0597
 OY0597;                    North         East    Units  Estimated Accuracy
 OY0597;SPC ID C     -   172,580.      562,360.      MT  (+/- 180 meters Scaled)
 OY0597
 OY0597                          SUPERSEDED SURVEY CONTROL
 OY0597
 OY0597  NGVD 29 (??/??/92) 1531.109  (m)         5023.31   (f) ADJ UNCH    2 0
 OY0597
 OY0597.Superseded values are not recommended for survey control.
 OY0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0597.See file dsdata.txt to determine how the superseded data were derived.
 OY0597
 OY0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN186874(NAD 83)
 OY0597_MARKER: DB = BENCH MARK DISK
 OY0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0597_STAMPING: K 118 1958
 OY0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0597+STABILITY: SURFACE MOTION
 OY0597
 OY0597  HISTORY     - Date     Condition        Report By
 OY0597  HISTORY     - 1958     MONUMENTED       CGS
 OY0597
 OY0597                          STATION DESCRIPTION
 OY0597
 OY0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0597'31.8 MI S FROM ARCO.
 OY0597'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0597'THENCE 29.9 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, AT
 OY0597'COXS WELL AIRPORT, AT THE NORTHWEST CORNER OF THE EAST-WEST RUNWAY, 53
 OY0597'FEET EAST OF THE CENTER LINE OF THE ROAD, 73 FEET NORTH OF THE NORTH
 OY0597'EDGE OF THE RUNWAY, 2.3 FEET WEST OF A WOODEN POST SUPPORTING A TIE
 OY0597'DOWN AREA SIGN, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 OY0597'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 OY0597'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0579 ***********************************************************************
 OY0579  DESIGNATION -  K 119
 OY0579  PID         -  OY0579
 OY0579  STATE/COUNTY-  ID/BUTTE
 OY0579  USGS QUAD   -  QUAKING ASPEN BUTTE (1972)
 OY0579
 OY0579                         *CURRENT SURVEY CONTROL
 OY0579  ___________________________________________________________________
 OY0579* NAD 83(1986)-  43 25 35.     (N)    113 10 07.     (W)     SCALED    
 OY0579* NAVD 88     -      1586.214  (meters)    5204.10   (feet)  ADJUSTED  
 OY0579  ___________________________________________________________________
 OY0579  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 OY0579  DYNAMIC HT  -        1585.341 (meters)    5201.24  (feet)  COMP
 OY0579  MODELED GRAV-     980,012.9   (mgal)                       NAVD 88
 OY0579
 OY0579  VERT ORDER  -  SECOND    CLASS 0
 OY0579
 OY0579.The horizontal coordinates were scaled from a topographic map and have
 OY0579.an estimated accuracy of +/- 6 seconds.
 OY0579
 OY0579.The orthometric height was determined by differential leveling
 OY0579.and adjusted by the National Geodetic Survey in June 1991..
 OY0579
 OY0579.The geoid height was determined by GEOID03.
 OY0579
 OY0579.The dynamic height is computed by dividing the NAVD 88
 OY0579.geopotential number by the normal gravity value computed on the
 OY0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0579.degrees latitude (g = 980.6199 gals.).
 OY0579
 OY0579.The modeled gravity was interpolated from observed gravity values.
 OY0579
 OY0579;                    North         East    Units  Estimated Accuracy
 OY0579;SPC ID C     -   195,800.      567,320.      MT  (+/- 180 meters Scaled)
 OY0579
 OY0579                          SUPERSEDED SURVEY CONTROL
 OY0579
 OY0579  NGVD 29 (??/??/92) 1585.158  (m)         5200.64   (f) ADJ UNCH    2 0
 OY0579
 OY0579.Superseded values are not recommended for survey control.
 OY0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0579.See file dsdata.txt to determine how the superseded data were derived.
 OY0579
 OY0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP244104(NAD 83)
 OY0579_MARKER: DB = BENCH MARK DISK
 OY0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0579_STAMPING: K 119 1958
 OY0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0579+STABILITY: SURFACE MOTION
 OY0579
 OY0579  HISTORY     - Date     Condition        Report By
 OY0579  HISTORY     - 1958     MONUMENTED       CGS
 OY0579
 OY0579                          STATION DESCRIPTION
 OY0579
 OY0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0579'19.15 MI S FROM ARCO.
 OY0579'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0579'THENCE 12.45 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD,
 OY0579'THENCE 4.8 MILES SOUTHEAST ALONG A DIRT ROAD, AT QUAKING ASPEN
 OY0579'AIRPORT, 56 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 OY0579'NORTHEAST-SOUTHWEST RUNWAY, 27 FEET NORTHEAST OF A POLE SUPPORTING A
 OY0579'WINDSOCK, 1.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 OY0579'RUNWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OY0579'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0418 ***********************************************************************
 OX0418  DESIGNATION -  K 12
 OX0418  PID         -  OX0418
 OX0418  STATE/COUNTY-  ID/MADISON
 OX0418  USGS QUAD   -  REXBURG (1979)
 OX0418
 OX0418                         *CURRENT SURVEY CONTROL
 OX0418  ___________________________________________________________________
 OX0418* NAD 83(1986)-  43 49 32.     (N)    111 47 30.     (W)     SCALED    
 OX0418* NAVD 88     -      1483.722  (meters)    4867.84   (feet)  ADJUSTED  
 OX0418  ___________________________________________________________________
 OX0418  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 OX0418  DYNAMIC HT  -        1482.950 (meters)    4865.31  (feet)  COMP
 OX0418  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 OX0418
 OX0418  VERT ORDER  -  FIRST     CLASS II
 OX0418
 OX0418.The horizontal coordinates were scaled from a topographic map and have
 OX0418.an estimated accuracy of +/- 6 seconds.
 OX0418
 OX0418.The orthometric height was determined by differential leveling
 OX0418.and adjusted by the National Geodetic Survey in June 1991..
 OX0418
 OX0418.The geoid height was determined by GEOID03.
 OX0418
 OX0418.The dynamic height is computed by dividing the NAVD 88
 OX0418.geopotential number by the normal gravity value computed on the
 OX0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0418.degrees latitude (g = 980.6199 gals.).
 OX0418
 OX0418.The modeled gravity was interpolated from observed gravity values.
 OX0418
 OX0418;                    North         East    Units  Estimated Accuracy
 OX0418;SPC ID E     -   239,880.      230,160.      MT  (+/- 180 meters Scaled)
 OX0418
 OX0418                          SUPERSEDED SURVEY CONTROL
 OX0418
 OX0418  NGVD 29 (08/20/92) 1482.632  (m)         4864.27   (f) ADJUSTED    1 2
 OX0418
 OX0418.Superseded values are not recommended for survey control.
 OX0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0418.See file dsdata.txt to determine how the superseded data were derived.
 OX0418
 OX0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP363528(NAD 83)
 OX0418_MARKER: DB = BENCH MARK DISK
 OX0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0418_SP_SET: FOUNDATION
 OX0418_STAMPING: K 12 1923 4864.885
 OX0418_MARK LOGO: CGS   
 OX0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0418
 OX0418  HISTORY     - Date     Condition        Report By
 OX0418  HISTORY     - 1923     MONUMENTED       CGS
 OX0418  HISTORY     - 1960     GOOD             NGS
 OX0418  HISTORY     - 1983     GOOD             NGS
 OX0418  HISTORY     - 20040814 MARK NOT FOUND   USPSQD
 OX0418
 OX0418                          STATION DESCRIPTION
 OX0418
 OX0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OX0418'IN REXBURG.
 OX0418'AT REXBURG, ALONG THE UNION PACIFIC RAILROAD, SET VERTICALLY IN THE
 OX0418'WEST FACE AND 4.0 FEET SOUTH OF THE NORTHWEST CORNER OF THE CONCRETE
 OX0418'FOUNDATION FOR THE UNION PACIFIC RAILROAD STATION, 31.8 FEET EAST OF
 OX0418'THE EAST RAIL, ABOUT 1/2 FOOT HIGHER THAN THE GROUND, AND 0.3 FOOT
 OX0418'ABOVE THE ASPHALT PLATFORM.
 OX0418
 OX0418                          STATION RECOVERY (1983)
 OX0418
 OX0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0418'RECOVERED IN GOOD CONDITION.
 OX0418
 OX0418                          STATION RECOVERY (2004)
 OX0418
 OX0418'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAF)
 OX0418'MARK NOT FOUND.  RR STATION HAS BEEN DEMOLISHED AND ABOVE GROUND
 OX0418'FOUNDATION DOES NOT EXIST.  SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1338 ***********************************************************************
 OY1338  DESIGNATION -  K 120 RESET
 OY1338  PID         -  OY1338
 OY1338  STATE/COUNTY-  ID/BLAINE
 OY1338  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY1338
 OY1338                         *CURRENT SURVEY CONTROL
 OY1338  ___________________________________________________________________
 OY1338* NAD 83(1986)-  43 22 59.     (N)    113 42 14.     (W)     SCALED    
 OY1338* NAVD 88     -      1593.38   (meters)    5227.6    (feet)  RESET     
 OY1338  ___________________________________________________________________
 OY1338  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 OY1338
 OY1338  VERT ORDER  -  THIRD
 OY1338
 OY1338.The horizontal coordinates were scaled from a topographic map and have
 OY1338.an estimated accuracy of +/- 6 seconds.
 OY1338
 OY1338.The orthometric height was computed from unverified reset data.
 OY1338.No vertical observational check was made to the station.
 OY1338
 OY1338.The geoid height was determined by GEOID03.
 OY1338
 OY1338;                    North         East    Units  Estimated Accuracy
 OY1338;SPC ID C     -   190,700.      523,990.      MT  (+/- 180 meters Scaled)
 OY1338
 OY1338                          SUPERSEDED SURVEY CONTROL
 OY1338
 OY1338  NGVD 29 (03/27/06) 1592.30   (m)         5224.1    (f) RESET       3  
 OY1338
 OY1338.Superseded values are not recommended for survey control.
 OY1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1338.See file dsdata.txt to determine how the superseded data were derived.
 OY1338
 OY1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP809069(NAD 83)
 OY1338_MARKER: DV = VERTICAL CONTROL DISK
 OY1338_SETTING: 66 = SET IN ROCK OUTCROP
 OY1338_SP_SET: ROCK OUTCROP
 OY1338_STAMPING: K 120 RESET 1978
 OY1338_MARK LOGO: NGS   
 OY1338_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1338+STABILITY: POSITION/ELEVATION WELL
 OY1338
 OY1338  HISTORY     - Date     Condition        Report By
 OY1338  HISTORY     - 1978     MONUMENTED       NGS
 OY1338
 OY1338                          STATION DESCRIPTION
 OY1338
 OY1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 OY1338'FROM THE CAREY POST OFFICE BY GOING NORTHEAST ON US HIGHWAYS 20, 26,
 OY1338'AND 93 FOR 14.1 MILES (22.7 KM) TO MILEPOST 219, AND THE MARK ON THE
 OY1338'LEFT, 89 FEET (27.1 M) NORTHWEST OF THE CENTER OF THE HIGHWAY, 1-FOOT
 OY1338'SOUTH OF A ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0625 ***********************************************************************
 OY0625  DESIGNATION -  K 121
 OY0625  PID         -  OY0625
 OY0625  STATE/COUNTY-  ID/POWER
 OY0625  USGS QUAD   -  MOSBY WELL (1972)
 OY0625
 OY0625                         *CURRENT SURVEY CONTROL
 OY0625  ___________________________________________________________________
 OY0625* NAD 83(1986)-  43 03 14.     (N)    113 03 57.     (W)     SCALED    
 OY0625* NAVD 88     -      1542.330  (meters)    5060.13   (feet)  ADJUSTED  
 OY0625  ___________________________________________________________________
 OY0625  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 OY0625  DYNAMIC HT  -        1541.424 (meters)    5057.16  (feet)  COMP
 OY0625  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 OY0625
 OY0625  VERT ORDER  -  SECOND    CLASS 0
 OY0625
 OY0625.The horizontal coordinates were scaled from a topographic map and have
 OY0625.an estimated accuracy of +/- 6 seconds.
 OY0625
 OY0625.The orthometric height was determined by differential leveling
 OY0625.and adjusted by the National Geodetic Survey in June 1991..
 OY0625
 OY0625.The geoid height was determined by GEOID03.
 OY0625
 OY0625.The dynamic height is computed by dividing the NAVD 88
 OY0625.geopotential number by the normal gravity value computed on the
 OY0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0625.degrees latitude (g = 980.6199 gals.).
 OY0625
 OY0625.The modeled gravity was interpolated from observed gravity values.
 OY0625
 OY0625;                    North         East    Units  Estimated Accuracy
 OY0625;SPC ID E     -   154,480.      126,750.      MT  (+/- 180 meters Scaled)
 OY0625
 OY0625                          SUPERSEDED SURVEY CONTROL
 OY0625
 OY0625  NGVD 29 (??/??/92) 1541.249  (m)         5056.58   (f) ADJ UNCH    2 0
 OY0625
 OY0625.Superseded values are not recommended for survey control.
 OY0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0625.See file dsdata.txt to determine how the superseded data were derived.
 OY0625
 OY0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN317688(NAD 83)
 OY0625_MARKER: DB = BENCH MARK DISK
 OY0625_SETTING: 66 = SET IN ROCK OUTCROP
 OY0625_SP_SET: ROCK OUTCROP
 OY0625_STAMPING: K 121 1958
 OY0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0625+STABILITY: POSITION/ELEVATION WELL
 OY0625
 OY0625  HISTORY     - Date     Condition        Report By
 OY0625  HISTORY     - 1958     MONUMENTED       CGS
 OY0625
 OY0625                          STATION DESCRIPTION
 OY0625
 OY0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0625'18.85 MI W FROM STERLING.
 OY0625'4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AND GROCERY
 OY0625'STORE AT STERLING, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 39,
 OY0625'THENCE 2.05 MILES WEST ALONG A GRAVEL ROAD, THENCE 11.75 MILES WEST
 OY0625'ALONG A DIRT ROAD, AT THE SUMMIT OF A SHORT GRADE, ON A LAVA ROCK
 OY0625'KNOLL, IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS 2 FEET ABOVE THE
 OY0625'GROUND, 62 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3
 OY0625'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0915 ***********************************************************************
 NU0915  DESIGNATION -  K 122
 NU0915  PID         -  NU0915
 NU0915  STATE/COUNTY-  ID/CASSIA
 NU0915  USGS QUAD   -  IDAHOME (1978)
 NU0915
 NU0915                         *CURRENT SURVEY CONTROL
 NU0915  ___________________________________________________________________
 NU0915* NAD 83(1986)-  42 28 02.     (N)    113 24 17.     (W)     SCALED    
 NU0915* NAVD 88     -      1347.887  (meters)    4422.19   (feet)  ADJUSTED  
 NU0915  ___________________________________________________________________
 NU0915  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NU0915  DYNAMIC HT  -        1347.059 (meters)    4419.48  (feet)  COMP
 NU0915  MODELED GRAV-     979,960.5   (mgal)                       NAVD 88
 NU0915
 NU0915  VERT ORDER  -  SECOND    CLASS 0
 NU0915
 NU0915.The horizontal coordinates were scaled from a topographic map and have
 NU0915.an estimated accuracy of +/- 6 seconds.
 NU0915
 NU0915.The orthometric height was determined by differential leveling
 NU0915.and adjusted by the National Geodetic Survey in June 1991..
 NU0915
 NU0915.The geoid height was determined by GEOID03.
 NU0915
 NU0915.The dynamic height is computed by dividing the NAVD 88
 NU0915.geopotential number by the normal gravity value computed on the
 NU0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0915.degrees latitude (g = 980.6199 gals.).
 NU0915
 NU0915.The modeled gravity was interpolated from observed gravity values.
 NU0915
 NU0915;                    North         East    Units  Estimated Accuracy
 NU0915;SPC ID C     -    89,090.      548,950.      MT  (+/- 180 meters Scaled)
 NU0915
 NU0915                          SUPERSEDED SURVEY CONTROL
 NU0915
 NU0915  NGVD 29 (??/??/92) 1346.870  (m)         4418.86   (f) ADJ UNCH    2 0
 NU0915
 NU0915.Superseded values are not recommended for survey control.
 NU0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0915.See file dsdata.txt to determine how the superseded data were derived.
 NU0915
 NU0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN023044(NAD 83)
 NU0915_MARKER: DB = BENCH MARK DISK
 NU0915_SETTING: 66 = SET IN ROCK OUTCROP
 NU0915_SP_SET: BEDROCK
 NU0915_STAMPING: K 122 1958
 NU0915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0915+STABILITY: POSITION/ELEVATION WELL
 NU0915
 NU0915  HISTORY     - Date     Condition        Report By
 NU0915  HISTORY     - 1957     MONUMENTED       CGS
 NU0915  HISTORY     - 1974     MARK NOT FOUND   USGS
 NU0915
 NU0915                          STATION DESCRIPTION
 NU0915
 NU0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NU0915'11.35 MI N FROM MALTA.
 NU0915'11.35 MILES NORTH ALONG U.S. HIGHWAY 30 SOUTH FROM THE POST OFFICE AT
 NU0915'MALTA, 0.15 MILE NORTH OF THE T JUNCTION OF A DIRT FARM ROAD EAST, ON
 NU0915'A LOW ROCKY RISE, IN THE TOP OF LAVA BEDROCK FLUSH WITH THE GROUND, 47
 NU0915'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 1/2 FEET WEST OF A
 NU0915'FENCE, AND LEVEL WITH THE HIGHWAY.
 NU0915
 NU0915                          STATION RECOVERY (1974)
 NU0915
 NU0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0163 ***********************************************************************
 TO0163  DESIGNATION -  K 123
 TO0163  PID         -  TO0163
 TO0163  STATE/COUNTY-  ID/BONNER
 TO0163  USGS QUAD   -  DERR POINT (1989)
 TO0163
 TO0163                         *CURRENT SURVEY CONTROL
 TO0163  ___________________________________________________________________
 TO0163* NAD 83(1986)-  48 02 55.     (N)    116 10 47.     (W)     SCALED    
 TO0163* NAVD 88     -      1010.596  (meters)    3315.60   (feet)  ADJUSTED  
 TO0163  ___________________________________________________________________
 TO0163  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TO0163  DYNAMIC HT  -        1010.530 (meters)    3315.38  (feet)  COMP
 TO0163  MODELED GRAV-     980,512.4   (mgal)                       NAVD 88
 TO0163
 TO0163  VERT ORDER  -  SECOND    CLASS 0
 TO0163
 TO0163.The horizontal coordinates were scaled from a topographic map and have
 TO0163.an estimated accuracy of +/- 6 seconds.
 TO0163
 TO0163.The orthometric height was determined by differential leveling
 TO0163.and adjusted by the National Geodetic Survey in June 1991..
 TO0163
 TO0163.The geoid height was determined by GEOID03.
 TO0163
 TO0163.The dynamic height is computed by dividing the NAVD 88
 TO0163.geopotential number by the normal gravity value computed on the
 TO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0163.degrees latitude (g = 980.6199 gals.).
 TO0163
 TO0163.The modeled gravity was interpolated from observed gravity values.
 TO0163
 TO0163;                    North         East    Units  Estimated Accuracy
 TO0163;SPC ID W     -   709,260.      767,960.      MT  (+/- 180 meters Scaled)
 TO0163
 TO0163                          SUPERSEDED SURVEY CONTROL
 TO0163
 TO0163  NGVD 29 (??/??/92) 1009.349  (m)         3311.51   (f) ADJ UNCH    2 0
 TO0163
 TO0163.Superseded values are not recommended for survey control.
 TO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0163.See file dsdata.txt to determine how the superseded data were derived.
 TO0163
 TO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP611220(NAD 83)
 TO0163_MARKER: DB = BENCH MARK DISK
 TO0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0163_STAMPING: K 123 1958
 TO0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0163+STABILITY: SURFACE MOTION
 TO0163
 TO0163  HISTORY     - Date     Condition        Report By
 TO0163  HISTORY     - 1958     MONUMENTED       CGS
 TO0163
 TO0163                          STATION DESCRIPTION
 TO0163
 TO0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TO0163'9.7 MI S FROM CLARK FORK.
 TO0163'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0163'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 4.2 MILES
 TO0163'SOUTHWEST ALONG A DIRT ROAD, ON THE OUTSIDE OF A CURVE, 79 FEET
 TO0163'SOUTHWEST OF THE CENTER OF THE CURVE, 29 FEET SOUTH OF THE CENTER LINE
 TO0163'OF THE ROAD, 14 FEET NORTH OF THE NORTH BANK OF A CREEK, 1.5 FEET
 TO0163'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 TO0163'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0113 ***********************************************************************
 SV0113  DESIGNATION -  K 124
 SV0113  PID         -  SV0113
 SV0113  STATE/COUNTY-  ID/SHOSHONE
 SV0113  USGS QUAD   -  CATALDO (1996)
 SV0113
 SV0113                         *CURRENT SURVEY CONTROL
 SV0113  ___________________________________________________________________
 SV0113* NAD 83(1986)-  47 33 32.     (N)    116 15 07.     (W)     SCALED    
 SV0113* NAVD 88     -       663.582  (meters)    2177.10   (feet)  ADJUSTED  
 SV0113  ___________________________________________________________________
 SV0113  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 SV0113  DYNAMIC HT  -         663.591 (meters)    2177.13  (feet)  COMP
 SV0113  MODELED GRAV-     980,604.2   (mgal)                       NAVD 88
 SV0113
 SV0113  VERT ORDER  -  SECOND    CLASS 0
 SV0113
 SV0113.The horizontal coordinates were scaled from a topographic map and have
 SV0113.an estimated accuracy of +/- 6 seconds.
 SV0113
 SV0113.The orthometric height was determined by differential leveling
 SV0113.and adjusted by the National Geodetic Survey in June 1991..
 SV0113
 SV0113.The geoid height was determined by GEOID03.
 SV0113
 SV0113.The dynamic height is computed by dividing the NAVD 88
 SV0113.geopotential number by the normal gravity value computed on the
 SV0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0113.degrees latitude (g = 980.6199 gals.).
 SV0113
 SV0113.The modeled gravity was interpolated from observed gravity values.
 SV0113
 SV0113;                    North         East    Units  Estimated Accuracy
 SV0113;SPC ID W     -   654,850.      762,230.      MT  (+/- 180 meters Scaled)
 SV0113
 SV0113                          SUPERSEDED SURVEY CONTROL
 SV0113
 SV0113  NGVD 29 (??/??/92)  662.454  (m)         2173.40   (f) ADJ UNCH    2 0
 SV0113
 SV0113.Superseded values are not recommended for survey control.
 SV0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0113.See file dsdata.txt to determine how the superseded data were derived.
 SV0113
 SV0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN562675(NAD 83)
 SV0113_MARKER: DB = BENCH MARK DISK
 SV0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0113_SP_SET: ABUTMENT
 SV0113_STAMPING: K 124 1958
 SV0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0113
 SV0113  HISTORY     - Date     Condition        Report By
 SV0113  HISTORY     - 1958     MONUMENTED       CGS
 SV0113
 SV0113                          STATION DESCRIPTION
 SV0113
 SV0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0113'1.35 MI NE FROM KINGSTON.
 SV0113'1.35 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 SV0113'HIGHWAY 10 AT KINGSTON, AT ENAVILLE, IN TOP OF THE EAST END OF THE
 SV0113'NORTH CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER SOUTH FORK, COEUR D
 SV0113'ALENE RIVER, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 SV0113'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0185 ***********************************************************************
 RZ0185  DESIGNATION -  K 125
 RZ0185  PID         -  RZ0185
 RZ0185  STATE/COUNTY-  ID/IDAHO
 RZ0185  USGS QUAD   -  SIXMILE CREEK (1994)
 RZ0185
 RZ0185                         *CURRENT SURVEY CONTROL
 RZ0185  ___________________________________________________________________
 RZ0185* NAD 83(1986)-  46 19 00.     (N)    116 08 05.     (W)     SCALED    
 RZ0185* NAVD 88     -       342.139  (meters)    1122.50   (feet)  ADJUSTED  
 RZ0185  ___________________________________________________________________
 RZ0185  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 RZ0185  DYNAMIC HT  -         342.115 (meters)    1122.42  (feet)  COMP
 RZ0185  MODELED GRAV-     980,534.1   (mgal)                       NAVD 88
 RZ0185
 RZ0185  VERT ORDER  -  SECOND    CLASS 0
 RZ0185
 RZ0185.The horizontal coordinates were scaled from a topographic map and have
 RZ0185.an estimated accuracy of +/- 6 seconds.
 RZ0185
 RZ0185.The orthometric height was determined by differential leveling
 RZ0185.and adjusted by the National Geodetic Survey in June 1991..
 RZ0185
 RZ0185.The geoid height was determined by GEOID03.
 RZ0185
 RZ0185.The dynamic height is computed by dividing the NAVD 88
 RZ0185.geopotential number by the normal gravity value computed on the
 RZ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0185.degrees latitude (g = 980.6199 gals.).
 RZ0185
 RZ0185.The modeled gravity was interpolated from observed gravity values.
 RZ0185
 RZ0185;                    North         East    Units  Estimated Accuracy
 RZ0185;SPC ID W     -   516,710.      770,370.      MT  (+/- 180 meters Scaled)
 RZ0185
 RZ0185                          SUPERSEDED SURVEY CONTROL
 RZ0185
 RZ0185  NGVD 29 (??/??/92)  341.095  (m)         1119.08   (f) ADJ UNCH    2 0
 RZ0185
 RZ0185.Superseded values are not recommended for survey control.
 RZ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0185.See file dsdata.txt to determine how the superseded data were derived.
 RZ0185
 RZ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM666295(NAD 83)
 RZ0185_MARKER: DB = BENCH MARK DISK
 RZ0185_SETTING: 80 = SET IN A BOULDER
 RZ0185_STAMPING: K 125 1935
 RZ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0185+STABILITY: SURFACE MOTION
 RZ0185
 RZ0185  HISTORY     - Date     Condition        Report By
 RZ0185  HISTORY     - 1935     MONUMENTED       CGS
 RZ0185
 RZ0185                          STATION DESCRIPTION
 RZ0185
 RZ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0185'5.6 MI SE FROM GREER.
 RZ0185'IN IDAHO COUNTY, 5.6 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC
 RZ0185'RAILWAY FROM THE STATION AT GREER, 145 FEET NORTHWEST OF MILEPOST 43,
 RZ0185'AT THE FOOT OF A PROMINENT ROCK CLIFF, 30.2 FEET NORTHEAST OF THE
 RZ0185'CENTER LINE OF THE TRACK, IN THE TOP OF A 4 1/2-BY-4 1/2-FOOT BOULDER
 RZ0185'PROJECTING 8 INCHES ABOVE GROUND, 7.4 FEET SOUTHWEST OF THE SOUTHWEST
 RZ0185'EDGE OF THE BOULDER, AND 1.2 FEET SOUTHEAST OF THE NORTHWEST EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0371 ***********************************************************************
 RZ0371  DESIGNATION -  K 126
 RZ0371  PID         -  RZ0371
 RZ0371  STATE/COUNTY-  ID/NEZ PERCE
 RZ0371  USGS QUAD   -  JULIAETTA (1990)
 RZ0371
 RZ0371                         *CURRENT SURVEY CONTROL
 RZ0371  ___________________________________________________________________
 RZ0371* NAD 83(1986)-  46 31 02.     (N)    116 39 23.     (W)     SCALED    
 RZ0371* NAVD 88     -       264.621  (meters)     868.18   (feet)  ADJUSTED  
 RZ0371  ___________________________________________________________________
 RZ0371  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 RZ0371  DYNAMIC HT  -         264.620 (meters)     868.17  (feet)  COMP
 RZ0371  MODELED GRAV-     980,605.6   (mgal)                       NAVD 88
 RZ0371
 RZ0371  VERT ORDER  -  FIRST     CLASS II
 RZ0371
 RZ0371.The horizontal coordinates were scaled from a topographic map and have
 RZ0371.an estimated accuracy of +/- 6 seconds.
 RZ0371
 RZ0371.The orthometric height was determined by differential leveling
 RZ0371.and adjusted by the National Geodetic Survey in June 1991..
 RZ0371
 RZ0371.The geoid height was determined by GEOID03.
 RZ0371
 RZ0371.The dynamic height is computed by dividing the NAVD 88
 RZ0371.geopotential number by the normal gravity value computed on the
 RZ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0371.degrees latitude (g = 980.6199 gals.).
 RZ0371
 RZ0371.The modeled gravity was interpolated from observed gravity values.
 RZ0371
 RZ0371;                    North         East    Units  Estimated Accuracy
 RZ0371;SPC ID W     -   539,330.      730,450.      MT  (+/- 180 meters Scaled)
 RZ0371
 RZ0371                          SUPERSEDED SURVEY CONTROL
 RZ0371
 RZ0371  NGVD 29 (??/??/92)  263.620  (m)          864.89   (f) ADJ UNCH    1 2
 RZ0371
 RZ0371.Superseded values are not recommended for survey control.
 RZ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0371.See file dsdata.txt to determine how the superseded data were derived.
 RZ0371
 RZ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM263515(NAD 83)
 RZ0371_MARKER: DB = BENCH MARK DISK
 RZ0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0371_SP_SET: MONUMENT
 RZ0371_STAMPING: K 126 1935
 RZ0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0371
 RZ0371  HISTORY     - Date     Condition        Report By
 RZ0371  HISTORY     - 1935     MONUMENTED       CGS
 RZ0371  HISTORY     - 1959     GOOD             NGS
 RZ0371
 RZ0371                          STATION DESCRIPTION
 RZ0371
 RZ0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0371'6.2 MI W FROM LENORE.
 RZ0371'ABOUT 6.2 MILES WEST ALONG THE NORTHERN PACIFIC (CAMAS PRAIRIE
 RZ0371'RAILROAD) FROM THE STATION AT LENORE, 86 FEET SOUTH OF THE NINTH POLE
 RZ0371'EAST OF MILEPOST 7.  49 FEET SOUTHWEST OF A ROAD CROSSING, 45 FEET
 RZ0371'SOUTH OF THE CENTERLINE OF THE RAILROAD TRACK, 11 FEET WEST OF A FENCE
 RZ0371'CORNER AND A GATE, AND IN THE RIGHT-OF-WAY FENCE LINE.  A STANDARD
 RZ0371'DISK STAMPED K 126 1935 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 RZ0371'MONUMENT, FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0160 ***********************************************************************
 RZ0160  DESIGNATION -  K 127
 RZ0160  PID         -  RZ0160
 RZ0160  STATE/COUNTY-  ID/CLEARWATER
 RZ0160  USGS QUAD   -  OROFINO EAST (1994)
 RZ0160
 RZ0160                         *CURRENT SURVEY CONTROL
 RZ0160  ___________________________________________________________________
 RZ0160* NAD 83(1986)-  46 29 04.     (N)    116 13 29.     (W)     SCALED    
 RZ0160* NAVD 88     -       341.856  (meters)    1121.57   (feet)  ADJUSTED  
 RZ0160  ___________________________________________________________________
 RZ0160  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 RZ0160  DYNAMIC HT  -         341.848 (meters)    1121.55  (feet)  COMP
 RZ0160  MODELED GRAV-     980,584.9   (mgal)                       NAVD 88
 RZ0160
 RZ0160  VERT ORDER  -  FIRST     CLASS II
 RZ0160
 RZ0160.The horizontal coordinates were scaled from a topographic map and have
 RZ0160.an estimated accuracy of +/- 6 seconds.
 RZ0160
 RZ0160.The orthometric height was determined by differential leveling
 RZ0160.and adjusted by the National Geodetic Survey in June 1991..
 RZ0160
 RZ0160.The geoid height was determined by GEOID03.
 RZ0160
 RZ0160.The dynamic height is computed by dividing the NAVD 88
 RZ0160.geopotential number by the normal gravity value computed on the
 RZ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0160.degrees latitude (g = 980.6199 gals.).
 RZ0160
 RZ0160.The modeled gravity was interpolated from observed gravity values.
 RZ0160
 RZ0160;                    North         East    Units  Estimated Accuracy
 RZ0160;SPC ID W     -   535,400.      763,550.      MT  (+/- 180 meters Scaled)
 RZ0160
 RZ0160                          SUPERSEDED SURVEY CONTROL
 RZ0160
 RZ0160  NGVD 29 (??/??/92)  340.839  (m)         1118.24   (f) ADJ UNCH    1 2
 RZ0160
 RZ0160.Superseded values are not recommended for survey control.
 RZ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0160.See file dsdata.txt to determine how the superseded data were derived.
 RZ0160
 RZ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM595481(NAD 83)
 RZ0160_MARKER: DB = BENCH MARK DISK
 RZ0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0160_STAMPING: K-127 1935
 RZ0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0160+STABILITY: SURFACE MOTION
 RZ0160
 RZ0160  HISTORY     - Date     Condition        Report By
 RZ0160  HISTORY     - 1935     MONUMENTED       CGS
 RZ0160  HISTORY     - 1967     MARK NOT FOUND   USGS
 RZ0160
 RZ0160                          STATION DESCRIPTION
 RZ0160
 RZ0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0160'1.5 MI NE FROM OROFINO.
 RZ0160'1.5 MILE NORTHEAST OF, ALONG NORTHERN PACIFIC RY., FROM JOHNSON AVE.
 RZ0160'RY CROSSING.  AT RAILROAD CROSSING ON WEST SIDE OF TRACK AT NORTHEAST
 RZ0160'END OF RAILROAD.  CUT.  71.7 FEET SOUTHWEST OF RAILROAD CULVERT SIGN
 RZ0160'NO. 1+4094.  48.6 FEET WEST OF CENTERLINE OF NORTHERN PACIFIC R.R.
 RZ0160'46.6 FEET WEST OF CENTERLINE OF RAILROAD CROSSING.  14.1 FT. SOUTH OF
 RZ0160'SOUTH CORNER POST OF STEEL GATE.  1.4 FT. EAST OF R/W FENCE.  TABLET
 RZ0160'SET IN PRECAST CONCRETE POST.  NOTE-- AREA BULLDOZED OUT.
 RZ0160
 RZ0160                          STATION RECOVERY (1967)
 RZ0160
 RZ0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RZ0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0020 ***********************************************************************
 RZ0020  DESIGNATION -  K 128
 RZ0020  PID         -  RZ0020
 RZ0020  STATE/COUNTY-  ID/CLEARWATER
 RZ0020  USGS QUAD   -  DENT (1994)
 RZ0020
 RZ0020                         *CURRENT SURVEY CONTROL
 RZ0020  ___________________________________________________________________
 RZ0020* NAD 83(1986)-  46 37 28.     (N)    116 12 53.     (W)     SCALED    
 RZ0020* NAVD 88     -       616.232  (meters)    2021.75   (feet)  ADJUSTED  
 RZ0020  ___________________________________________________________________
 RZ0020  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 RZ0020  DYNAMIC HT  -         616.192 (meters)    2021.62  (feet)  COMP
 RZ0020  MODELED GRAV-     980,530.0   (mgal)                       NAVD 88
 RZ0020
 RZ0020  VERT ORDER  -  SECOND    CLASS 0
 RZ0020
 RZ0020.The horizontal coordinates were scaled from a topographic map and have
 RZ0020.an estimated accuracy of +/- 6 seconds.
 RZ0020
 RZ0020.The orthometric height was determined by differential leveling
 RZ0020.and adjusted by the National Geodetic Survey in June 1991..
 RZ0020
 RZ0020.The geoid height was determined by GEOID03.
 RZ0020
 RZ0020.The dynamic height is computed by dividing the NAVD 88
 RZ0020.geopotential number by the normal gravity value computed on the
 RZ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0020.degrees latitude (g = 980.6199 gals.).
 RZ0020
 RZ0020.The modeled gravity was interpolated from observed gravity values.
 RZ0020
 RZ0020;                    North         East    Units  Estimated Accuracy
 RZ0020;SPC ID W     -   550,950.      764,410.      MT  (+/- 180 meters Scaled)
 RZ0020
 RZ0020                          SUPERSEDED SURVEY CONTROL
 RZ0020
 RZ0020  NGVD 29 (??/??/92)  615.173  (m)         2018.28   (f) ADJ UNCH    2 0
 RZ0020
 RZ0020.Superseded values are not recommended for survey control.
 RZ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0020.See file dsdata.txt to determine how the superseded data were derived.
 RZ0020
 RZ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM601637(NAD 83)
 RZ0020_MARKER: DB = BENCH MARK DISK
 RZ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0020_STAMPING: K-128 1935
 RZ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0020+STABILITY: SURFACE MOTION
 RZ0020
 RZ0020  HISTORY     - Date     Condition        Report By
 RZ0020  HISTORY     - 1935     MONUMENTED       CGS
 RZ0020  HISTORY     - 1969     MARK NOT FOUND   NGS
 RZ0020
 RZ0020                          STATION DESCRIPTION
 RZ0020
 RZ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0020'16.3 MI NE FROM AHSAHKA.
 RZ0020'16.3 MILES NORTHEAST OF, ALONG COUNTY ROAD TO ELK RIVER, FROM NORTHERN
 RZ0020'PACIFIC RY. STATION.  SET ON SOUTHEAST SIDE OF ROAD AT SLOPE OF HILL
 RZ0020'IN SMALL OPEN PARK SURROUNDED BY DENSE GROWTH OF PINE TREES. ABOUT 1
 RZ0020'MILE NORTHEAST OF OLD DENT PLACE RANCH HOUSE.  ABOUT 200 FEET WEST OF
 RZ0020'A CURVE IN ROAD.  27 FEET SOUTH OF CENTERLINE OF COUNTY ROAD. 24.8
 RZ0020'FEET EAST OF SMALL BLAZED FIR TREE.  21.8 FEET WEST OF 2.5 FT. IN
 RZ0020'DIAMETER BLAZED PINE TREE.  ABOUT 3 FEET BELOW LEVEL OF ROAD. TABLET
 RZ0020'SET IN PRECAST CONCRETE POST.
 RZ0020
 RZ0020                          STATION RECOVERY (1969)
 RZ0020
 RZ0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 RZ0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0539 ***********************************************************************
 QZ0539  DESIGNATION -  K 129
 QZ0539  PID         -  QZ0539
 QZ0539  STATE/COUNTY-  ID/IDAHO
 QZ0539  USGS QUAD   -  HARPSTER (1995)
 QZ0539
 QZ0539                         *CURRENT SURVEY CONTROL
 QZ0539  ___________________________________________________________________
 QZ0539* NAD 83(1986)-  45 59 40.     (N)    115 57 49.     (W)     SCALED    
 QZ0539* NAVD 88     -       474.507  (meters)    1556.78   (feet)  ADJUSTED  
 QZ0539  ___________________________________________________________________
 QZ0539  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 QZ0539  DYNAMIC HT  -         474.457 (meters)    1556.61  (feet)  COMP
 QZ0539  MODELED GRAV-     980,496.0   (mgal)                       NAVD 88
 QZ0539
 QZ0539  VERT ORDER  -  SECOND    CLASS 0
 QZ0539
 QZ0539.The horizontal coordinates were scaled from a topographic map and have
 QZ0539.an estimated accuracy of +/- 6 seconds.
 QZ0539
 QZ0539.The orthometric height was determined by differential leveling
 QZ0539.and adjusted by the National Geodetic Survey in June 1991..
 QZ0539
 QZ0539.The geoid height was determined by GEOID03.
 QZ0539
 QZ0539.The dynamic height is computed by dividing the NAVD 88
 QZ0539.geopotential number by the normal gravity value computed on the
 QZ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0539.degrees latitude (g = 980.6199 gals.).
 QZ0539
 QZ0539.The modeled gravity was interpolated from observed gravity values.
 QZ0539
 QZ0539;                    North         East    Units  Estimated Accuracy
 QZ0539;SPC ID W     -   480,850.      783,450.      MT  (+/- 180 meters Scaled)
 QZ0539
 QZ0539                          SUPERSEDED SURVEY CONTROL
 QZ0539
 QZ0539  NGVD 29 (??/??/92)  473.471  (m)         1553.38   (f) ADJ UNCH    2 0
 QZ0539
 QZ0539.Superseded values are not recommended for survey control.
 QZ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0539.See file dsdata.txt to determine how the superseded data were derived.
 QZ0539
 QZ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL802939(NAD 83)
 QZ0539_MARKER: DB = BENCH MARK DISK
 QZ0539_SETTING: 80 = SET IN A BOULDER
 QZ0539_SP_SET: BOULDER
 QZ0539_STAMPING: K 129 1935
 QZ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0539+STABILITY: SURFACE MOTION
 QZ0539
 QZ0539  HISTORY     - Date     Condition        Report By
 QZ0539  HISTORY     - 1935     MONUMENTED       CGS
 QZ0539
 QZ0539                          STATION DESCRIPTION
 QZ0539
 QZ0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QZ0539'0.6 MI N FROM HARPSTER.
 QZ0539'0.6 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT
 QZ0539'HARPSTER, IDAHO COUNTY, 31.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 QZ0539'A STONE CULVERT, BETWEEN TWO CURVES, AT A SMALL GULCH RUNNING EAST,
 QZ0539'28.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF AN 8-
 QZ0539'BY 10-FOOT BOULDER PROJECTING ABOUT 2 1/2 FEET ABOVE GROUND, 1 FOOT
 QZ0539'WEST OF THE EAST EDGE OF THE ROCK, 0.9 FOOT NORTH OF THE SOUTH EDGE,
 QZ0539'AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED K
 QZ0539'129 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0081 ***********************************************************************
 OZ0081  DESIGNATION -  K 13
 OZ0081  PID         -  OZ0081
 OZ0081  STATE/COUNTY-  ID/LINCOLN
 OZ0081  USGS QUAD   -  PAGARI (1979)
 OZ0081
 OZ0081                         *CURRENT SURVEY CONTROL
 OZ0081  ___________________________________________________________________
 OZ0081* NAD 83(1986)-  43 07 01.     (N)    114 04 31.     (W)     SCALED    
 OZ0081* NAVD 88     -      1355.951  (meters)    4448.65   (feet)  ADJUSTED  
 OZ0081  ___________________________________________________________________
 OZ0081  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 OZ0081  DYNAMIC HT  -        1355.235 (meters)    4446.30  (feet)  COMP
 OZ0081  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 OZ0081
 OZ0081  VERT ORDER  -  FIRST     CLASS II
 OZ0081
 OZ0081.The horizontal coordinates were scaled from a topographic map and have
 OZ0081.an estimated accuracy of +/- 6 seconds.
 OZ0081
 OZ0081.The orthometric height was determined by differential leveling
 OZ0081.and adjusted by the National Geodetic Survey in June 1991..
 OZ0081
 OZ0081.The geoid height was determined by GEOID03.
 OZ0081
 OZ0081.The dynamic height is computed by dividing the NAVD 88
 OZ0081.geopotential number by the normal gravity value computed on the
 OZ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0081.degrees latitude (g = 980.6199 gals.).
 OZ0081
 OZ0081.The modeled gravity was interpolated from observed gravity values.
 OZ0081
 OZ0081;                    North         East    Units  Estimated Accuracy
 OZ0081;SPC ID C     -   161,090.      493,870.      MT  (+/- 180 meters Scaled)
 OZ0081
 OZ0081                          SUPERSEDED SURVEY CONTROL
 OZ0081
 OZ0081  NGVD 29 (??/??/92) 1355.002  (m)         4445.54   (f) ADJ UNCH    1 2
 OZ0081
 OZ0081.Superseded values are not recommended for survey control.
 OZ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0081.See file dsdata.txt to determine how the superseded data were derived.
 OZ0081
 OZ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH379779(NAD 83)
 OZ0081_MARKER: DB = BENCH MARK DISK
 OZ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0081_STAMPING: 4445.654 K 13 1933
 OZ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0081+STABILITY: SURFACE MOTION
 OZ0081
 OZ0081  HISTORY     - Date     Condition        Report By
 OZ0081  HISTORY     - 1933     MONUMENTED       CGS
 OZ0081  HISTORY     - 1934     GOOD             NGS
 OZ0081
 OZ0081                          STATION DESCRIPTION
 OZ0081
 OZ0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0081'6.5 MI NE FROM RICHFIELD.
 OZ0081'6.5 MILES NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OZ0081'RICHFIELD, LINCOLN COUNTY, AT PEGARI SIDING, 100 FEET EAST OF A WATER
 OZ0081'TOWER, 120 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK, AND AT THE
 OZ0081'SOUTHWEST CORNER OF A SECTIONHOUSE YARD FENCE.  A STANDARD DISK,
 OZ0081'STAMPED 4445.654 K 13 1933 AND SET IN THE TOP OF A CONCRETE POST
 OZ0081'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0091 ***********************************************************************
 RZ0091  DESIGNATION -  K 130
 RZ0091  PID         -  RZ0091
 RZ0091  STATE/COUNTY-  ID/CLEARWATER
 RZ0091  USGS QUAD   -  ELK RIVER (1994)
 RZ0091
 RZ0091                         *CURRENT SURVEY CONTROL
 RZ0091  ___________________________________________________________________
 RZ0091* NAD 83(1986)-  46 48 20.     (N)    116 09 31.     (W)     SCALED    
 RZ0091* NAVD 88     -       884.776  (meters)    2902.80   (feet)  ADJUSTED  
 RZ0091  ___________________________________________________________________
 RZ0091  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 RZ0091  DYNAMIC HT  -         884.683 (meters)    2902.50  (feet)  COMP
 RZ0091  MODELED GRAV-     980,479.5   (mgal)                       NAVD 88
 RZ0091
 RZ0091  VERT ORDER  -  SECOND    CLASS 0
 RZ0091
 RZ0091.The horizontal coordinates were scaled from a topographic map and have
 RZ0091.an estimated accuracy of +/- 6 seconds.
 RZ0091
 RZ0091.The orthometric height was determined by differential leveling
 RZ0091.and adjusted by the National Geodetic Survey in June 1991..
 RZ0091
 RZ0091.The geoid height was determined by GEOID03.
 RZ0091
 RZ0091.The dynamic height is computed by dividing the NAVD 88
 RZ0091.geopotential number by the normal gravity value computed on the
 RZ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0091.degrees latitude (g = 980.6199 gals.).
 RZ0091
 RZ0091.The modeled gravity was interpolated from observed gravity values.
 RZ0091
 RZ0091;                    North         East    Units  Estimated Accuracy
 RZ0091;SPC ID W     -   571,060.      768,810.      MT  (+/- 180 meters Scaled)
 RZ0091
 RZ0091                          SUPERSEDED SURVEY CONTROL
 RZ0091
 RZ0091  NGVD 29 (??/??/92)  883.662  (m)         2899.15   (f) ADJ UNCH    2 0
 RZ0091
 RZ0091.Superseded values are not recommended for survey control.
 RZ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0091.See file dsdata.txt to determine how the superseded data were derived.
 RZ0091
 RZ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM641839(NAD 83)
 RZ0091_MARKER: DB = BENCH MARK DISK
 RZ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0091_STAMPING: K-130 1935
 RZ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0091+STABILITY: SURFACE MOTION
 RZ0091
 RZ0091  HISTORY     - Date     Condition        Report By
 RZ0091  HISTORY     - 1935     MONUMENTED       CGS
 RZ0091
 RZ0091                          STATION DESCRIPTION
 RZ0091
 RZ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0091'2.2 MI NE FROM ELK RIVER.
 RZ0091'2.2 MILES NORTHEAST OF, ALONG ROAD TO ELK BUTTE AND BOEHLS CABIN, FROM
 RZ0091'C.M.ST.P. AND P.RY. STATION SET ON EAST SIDE OF ROAD BETWEEN TWO
 RZ0091'RIDGES ABOUT 800 FEET NORTH OF WOODEN BRIDGE OVER A SMALL CREEK.  38
 RZ0091'FEET EAST OF CENTERLINE OF DIRT ROAD.  36 FEET SOUTHWEST OF SOUTHWEST
 RZ0091'BANK OF SMALL CREEK.  13.2 FEET SOUTHEAST OF TELEPHONE POLE.  1.4 FT.
 RZ0091'SOUTHWEST OF 3 FT. AT BASE OF TREE STUMP.  TABLET SET IN PRECAST
 RZ0091'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0412 ***********************************************************************
 SV0412  DESIGNATION -  K 131
 SV0412  PID         -  SV0412
 SV0412  STATE/COUNTY-  ID/KOOTENAI
 SV0412  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0412
 SV0412                         *CURRENT SURVEY CONTROL
 SV0412  ___________________________________________________________________
 SV0412* NAD 83(1986)-  47 41 11.     (N)    116 47 09.     (W)     SCALED    
 SV0412* NAVD 88     -       677.236  (meters)    2221.90   (feet)  ADJUSTED  
 SV0412  ___________________________________________________________________
 SV0412  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 SV0412  DYNAMIC HT  -         677.260 (meters)    2221.98  (feet)  COMP
 SV0412  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 SV0412
 SV0412  VERT ORDER  -  SECOND    CLASS 0
 SV0412
 SV0412.The horizontal coordinates were scaled from a topographic map and have
 SV0412.an estimated accuracy of +/- 6 seconds.
 SV0412
 SV0412.The orthometric height was determined by differential leveling
 SV0412.and adjusted by the National Geodetic Survey in June 1991..
 SV0412
 SV0412.The geoid height was determined by GEOID03.
 SV0412
 SV0412.The dynamic height is computed by dividing the NAVD 88
 SV0412.geopotential number by the normal gravity value computed on the
 SV0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0412.degrees latitude (g = 980.6199 gals.).
 SV0412
 SV0412.The modeled gravity was interpolated from observed gravity values.
 SV0412
 SV0412;                    North         East    Units  Estimated Accuracy
 SV0412;SPC ID W     -   669,420.      722,240.      MT  (+/- 180 meters Scaled)
 SV0412
 SV0412                          SUPERSEDED SURVEY CONTROL
 SV0412
 SV0412  NGVD 29 (??/??/92)  676.085  (m)         2218.12   (f) ADJ UNCH    2 0
 SV0412
 SV0412.Superseded values are not recommended for survey control.
 SV0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0412.See file dsdata.txt to determine how the superseded data were derived.
 SV0412
 SV0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN160814(NAD 83)
 SV0412_MARKER: DB = BENCH MARK DISK
 SV0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0412_STAMPING: K 131 1935
 SV0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0412+STABILITY: SURFACE MOTION
 SV0412
 SV0412  HISTORY     - Date     Condition        Report By
 SV0412  HISTORY     - 1935     MONUMENTED       CGS
 SV0412  HISTORY     - 1952     GOOD             NGS
 SV0412  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0412
 SV0412                          STATION DESCRIPTION
 SV0412
 SV0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0412'0.6 MI N FROM COEUR DALENE.
 SV0412'0.6 MILE NORTH ALONG GOVERNMENT WAY FROM THE COUNTY COURTHOUSE AT
 SV0412'COEUR DALENE, AT THE INTERSECTION OF HARRISON AVENUE, AT THE NORTH END
 SV0412'OF GOVERNMENT WAY PARK, 61.5 FEET WEST OF THE WEST RAIL OF THE
 SV0412'NORTHERN PACIFIC RAILWAY, 28 FEET SOUTH OF THE CENTER LINE OF THE
 SV0412'AVENUE, 20 1/2 FEET EAST OF THE CENTER LINE OF THE EAST TRAFFIC LANE
 SV0412'OF GOVERNMENT WAY, 2 1/2 FEET EAST OF A GUY POLE, 1.6 FEET NORTHWEST
 SV0412'OF A WITNESS POST, ABOUT 0.4 FOOT BELOW THE SURFACE OF THE GROUND, AND
 SV0412'SET IN THE TOP OF A CONCRETE POST.
 SV0412
 SV0412                          STATION RECOVERY (1976)
 SV0412
 SV0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0137 ***********************************************************************
 SV0137  DESIGNATION -  K 132
 SV0137  PID         -  SV0137
 SV0137  STATE/COUNTY-  ID/KOOTENAI
 SV0137  USGS QUAD   -  CATALDO (1996)
 SV0137
 SV0137                         *CURRENT SURVEY CONTROL
 SV0137  ___________________________________________________________________
 SV0137* NAD 83(1986)-  47 33 39.     (N)    116 21 29.     (W)     SCALED    
 SV0137* NAVD 88     -       654.386  (meters)    2146.93   (feet)  ADJUSTED  
 SV0137  ___________________________________________________________________
 SV0137  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 SV0137  DYNAMIC HT  -         654.391 (meters)    2146.95  (feet)  COMP
 SV0137  MODELED GRAV-     980,600.8   (mgal)                       NAVD 88
 SV0137
 SV0137  VERT ORDER  -  SECOND    CLASS 0
 SV0137
 SV0137.The horizontal coordinates were scaled from a topographic map and have
 SV0137.an estimated accuracy of +/- 6 seconds.
 SV0137
 SV0137.The orthometric height was determined by differential leveling
 SV0137.and adjusted by the National Geodetic Survey in June 1991..
 SV0137
 SV0137.The geoid height was determined by GEOID03.
 SV0137
 SV0137.The dynamic height is computed by dividing the NAVD 88
 SV0137.geopotential number by the normal gravity value computed on the
 SV0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0137.degrees latitude (g = 980.6199 gals.).
 SV0137
 SV0137.The modeled gravity was interpolated from observed gravity values.
 SV0137
 SV0137;                    North         East    Units  Estimated Accuracy
 SV0137;SPC ID W     -   655,120.      754,240.      MT  (+/- 180 meters Scaled)
 SV0137
 SV0137                          SUPERSEDED SURVEY CONTROL
 SV0137
 SV0137  NGVD 29 (??/??/92)  653.273  (m)         2143.28   (f) ADJ UNCH    2 0
 SV0137
 SV0137.Superseded values are not recommended for survey control.
 SV0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0137.See file dsdata.txt to determine how the superseded data were derived.
 SV0137
 SV0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN482676(NAD 83)
 SV0137_MARKER: DB = BENCH MARK DISK
 SV0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0137_STAMPING: K 132 1935
 SV0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0137+STABILITY: SURFACE MOTION
 SV0137
 SV0137  HISTORY     - Date     Condition        Report By
 SV0137  HISTORY     - 1935     MONUMENTED       CGS
 SV0137  HISTORY     - 1959     GOOD             NGS
 SV0137
 SV0137                          STATION DESCRIPTION
 SV0137
 SV0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SV0137'2.2 MI NW FROM CATALDO.
 SV0137'ABOUT 2.2 MILES NORTHWEST ALONG U. S. HIGHWAY 10 FROM THE CROSSING OF
 SV0137'THE OREGON WASHINGTON RAILROAD AT CATALDO, AT THE CROSSING OF A POWER
 SV0137'LINE, 44 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 121 FEET WEST
 SV0137'OF THE CENTER LINE OF A DRIVEWAY LEADING NORTH TO A HOUSE, 96 FEET
 SV0137'NORTH-NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE T JUNCTION OF POWER
 SV0137'POLES, 1.3 FEET NORTH OF A FENCE, 1.1 FEET NORTH OF A WITNESS POST,
 SV0137'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 SV0137'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0266 ***********************************************************************
 SV0266  DESIGNATION -  K 133
 SV0266  PID         -  SV0266
 SV0266  STATE/COUNTY-  ID/BENEWAH
 SV0266  USGS QUAD   -  CHATCOLET (1981)
 SV0266
 SV0266                         *CURRENT SURVEY CONTROL
 SV0266  ___________________________________________________________________
 SV0266* NAD 83(1986)-  47 21 32.     (N)    116 50 23.     (W)     SCALED    
 SV0266* NAVD 88     -       754.084  (meters)    2474.02   (feet)  ADJUSTED  
 SV0266  ___________________________________________________________________
 SV0266  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 SV0266  DYNAMIC HT  -         754.072 (meters)    2473.98  (feet)  COMP
 SV0266  MODELED GRAV-     980,572.2   (mgal)                       NAVD 88
 SV0266
 SV0266  VERT ORDER  -  SECOND    CLASS 0
 SV0266
 SV0266.The horizontal coordinates were scaled from a topographic map and have
 SV0266.an estimated accuracy of +/- 6 seconds.
 SV0266
 SV0266.The orthometric height was determined by differential leveling
 SV0266.and adjusted by the National Geodetic Survey in June 1991..
 SV0266
 SV0266.The geoid height was determined by GEOID03.
 SV0266
 SV0266.The dynamic height is computed by dividing the NAVD 88
 SV0266.geopotential number by the normal gravity value computed on the
 SV0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0266.degrees latitude (g = 980.6199 gals.).
 SV0266
 SV0266.The modeled gravity was interpolated from observed gravity values.
 SV0266
 SV0266;                    North         East    Units  Estimated Accuracy
 SV0266;SPC ID W     -   633,070.      717,680.      MT  (+/- 180 meters Scaled)
 SV0266
 SV0266                          SUPERSEDED SURVEY CONTROL
 SV0266
 SV0266  NGVD 29 (??/??/92)  752.942  (m)         2470.28   (f) ADJ UNCH    2 0
 SV0266
 SV0266.Superseded values are not recommended for survey control.
 SV0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0266.See file dsdata.txt to determine how the superseded data were derived.
 SV0266
 SV0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN121450(NAD 83)
 SV0266_MARKER: DB = BENCH MARK DISK
 SV0266_SETTING: 66 = SET IN ROCK OUTCROP
 SV0266_SP_SET: ROCK LEDGE
 SV0266_STAMPING: K 133 1935
 SV0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0266+STABILITY: POSITION/ELEVATION WELL
 SV0266
 SV0266  HISTORY     - Date     Condition        Report By
 SV0266  HISTORY     - 1935     MONUMENTED       CGS
 SV0266  HISTORY     - 1956     MARK NOT FOUND   USGS
 SV0266
 SV0266                          STATION DESCRIPTION
 SV0266
 SV0266'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV0266'3.1 MI NE FROM PLUMMER.
 SV0266'3.1 MILES NORTHEAST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0266'NAVIGATION CO. RAILROAD FROM THE STATION AT PLUMMER, BENEWAH COUNTY,
 SV0266'0.4 MILE NORTH OF MILEPOST 18, 0.2 MILE NORTH OF BRIDGE 1810, 8.1 FEET
 SV0266'WEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK LEDGE, AND
 SV0266'ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED K 133
 SV0266'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0196 ***********************************************************************
 SV0196  DESIGNATION -  K 135
 SV0196  PID         -  SV0196
 SV0196  STATE/COUNTY-  ID/BENEWAH
 SV0196  USGS QUAD   -  ST JOE BALDY (1995)
 SV0196
 SV0196                         *CURRENT SURVEY CONTROL
 SV0196  ___________________________________________________________________
 SV0196* NAD 83(1986)-  47 20 22.     (N)    116 28 31.     (W)     SCALED    
 SV0196* NAVD 88     -       654.466  (meters)    2147.19   (feet)  ADJUSTED  
 SV0196  ___________________________________________________________________
 SV0196  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 SV0196  DYNAMIC HT  -         654.453 (meters)    2147.15  (feet)  COMP
 SV0196  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 SV0196
 SV0196  VERT ORDER  -  SECOND    CLASS 0
 SV0196
 SV0196.The horizontal coordinates were scaled from a topographic map and have
 SV0196.an estimated accuracy of +/- 6 seconds.
 SV0196
 SV0196.The orthometric height was determined by differential leveling
 SV0196.and adjusted by the National Geodetic Survey in June 1991..
 SV0196
 SV0196.The geoid height was determined by GEOID03.
 SV0196
 SV0196.The dynamic height is computed by dividing the NAVD 88
 SV0196.geopotential number by the normal gravity value computed on the
 SV0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0196.degrees latitude (g = 980.6199 gals.).
 SV0196
 SV0196.The modeled gravity was interpolated from observed gravity values.
 SV0196
 SV0196;                    North         East    Units  Estimated Accuracy
 SV0196;SPC ID W     -   630,580.      745,190.      MT  (+/- 180 meters Scaled)
 SV0196
 SV0196                          SUPERSEDED SURVEY CONTROL
 SV0196
 SV0196  NGVD 29 (??/??/92)  653.346  (m)         2143.52   (f) ADJ UNCH    2 0
 SV0196
 SV0196.Superseded values are not recommended for survey control.
 SV0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0196.See file dsdata.txt to determine how the superseded data were derived.
 SV0196
 SV0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN396430(NAD 83)
 SV0196_MARKER: DB = BENCH MARK DISK
 SV0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0196_STAMPING: K 135 1935
 SV0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0196+STABILITY: SURFACE MOTION
 SV0196
 SV0196  HISTORY     - Date     Condition        Report By
 SV0196  HISTORY     - 1935     MONUMENTED       CGS
 SV0196  HISTORY     - 1963     GOOD             NGS
 SV0196  HISTORY     - 1981     GOOD             USGS
 SV0196
 SV0196                          STATION DESCRIPTION
 SV0196
 SV0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0196'6.9 MI E FROM ST MARIES.
 SV0196'6.9 MILES EAST ALONG THE ST. MARIES AVERY ROAD FROM THE POST OFFICE AT
 SV0196'ST. MARIES TO A SIDE ROAD LEFT AT A SIGN, STREET CREEK TRAIL 1.5, TURN
 SV0196'LEFT AND GO NORTHWEST ON THE TRACK ROAD FOR 0.2 MILE TO THE MARK ON
 SV0196'THE RIGHT, 150 FEET SOUTH OF AN ABANDONED FARMHOUSE, 77 FEET NORTH OF
 SV0196'A POWER POLE WITH A TRANSFORMER ON IT, 47 FEET NORTH OF THE CENTER OF
 SV0196'THE TRACK ROAD, 17 FEET WEST OF THE WEST END OF A GATE, 7 FEET WEST OF
 SV0196'THE DOOR TO A SMALL TOOL SHED, 1 1/2 FEET SOUTH OF A FENCE AND 0.5
 SV0196'FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES.
 SV0196
 SV0196                          STATION RECOVERY (1981)
 SV0196
 SV0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 SV0196'FROM THE JCT. OF US HWY 95 A AND THE AVERY RD. FROM ST. MARIES. GO
 SV0196'EASTERLY ABOUT 6.0 MI. TO A DRIVEWAY. THE MARK IS LOCATED ABOUT 0.15
 SV0196'MI. DOWN THE DRIVE. ABOUT 500 FT. N. OF THE HWY. THE BENCH MARK IS 49
 SV0196'FT. NW OF A DRIVEWAY LEADING TO A LARGE SHED. AND 28 FT. NE. OF THE
 SV0196'CTR. OF THE OLD ROAD BED. ABOUT 3 FT. S OF A FENCE AND 1 FOOT FROM A
 SV0196'METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0530 ***********************************************************************
 QA0530  DESIGNATION -  K 136
 QA0530  PID         -  QA0530
 QA0530  STATE/COUNTY-  ID/VALLEY
 QA0530  USGS QUAD   -  EAGLE NEST (1988)
 QA0530
 QA0530                         *CURRENT SURVEY CONTROL
 QA0530  ___________________________________________________________________
 QA0530* NAD 83(1986)-  44 34 48.     (N)    115 52 53.     (W)     SCALED    
 QA0530* NAVD 88     -      1581.160  (meters)    5187.52   (feet)  ADJUSTED  
 QA0530  ___________________________________________________________________
 QA0530  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 QA0530  DYNAMIC HT  -        1580.373 (meters)    5184.94  (feet)  COMP
 QA0530  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 QA0530
 QA0530  VERT ORDER  -  SECOND    CLASS 0
 QA0530
 QA0530.The horizontal coordinates were scaled from a topographic map and have
 QA0530.an estimated accuracy of +/- 6 seconds.
 QA0530
 QA0530.The orthometric height was determined by differential leveling
 QA0530.and adjusted by the National Geodetic Survey in June 1991..
 QA0530
 QA0530.The geoid height was determined by GEOID03.
 QA0530
 QA0530.The dynamic height is computed by dividing the NAVD 88
 QA0530.geopotential number by the normal gravity value computed on the
 QA0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0530.degrees latitude (g = 980.6199 gals.).
 QA0530
 QA0530.The modeled gravity was interpolated from observed gravity values.
 QA0530
 QA0530;                    North         East    Units  Estimated Accuracy
 QA0530;SPC ID W     -   323,640.      789,570.      MT  (+/- 180 meters Scaled)
 QA0530
 QA0530                          SUPERSEDED SURVEY CONTROL
 QA0530
 QA0530  NGVD 29 (??/??/92) 1580.009  (m)         5183.75   (f) ADJ UNCH    2 0
 QA0530
 QA0530.Superseded values are not recommended for survey control.
 QA0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0530.See file dsdata.txt to determine how the superseded data were derived.
 QA0530
 QA0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK888369(NAD 83)
 QA0530_MARKER: DB = BENCH MARK DISK
 QA0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0530_STAMPING: K 136 1935
 QA0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0530+STABILITY: SURFACE MOTION
 QA0530
 QA0530  HISTORY     - Date     Condition        Report By
 QA0530  HISTORY     - 1935     MONUMENTED       CGS
 QA0530  HISTORY     - 1953     MARK NOT FOUND   USGS
 QA0530
 QA0530                          STATION DESCRIPTION
 QA0530
 QA0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0530'11.9 MI NE FROM CASCADE.
 QA0530'11.9 MILES NORTHEAST ALONG THE KNOX ROAD FROM THE OREGON SHORT LINE
 QA0530'RAILROAD STATION AT CASCADE, VALLEY COUNTY, ABOUT 345 FEET NORTHEAST
 QA0530'OF A WHITE POST MARKED 51, ABOUT 225 FEET NORTHEAST OF A PIPE CULVERT,
 QA0530'ABOUT 105 FEET NORTHEAST OF THE CENTER OF A CURVE LEADING NORTH, AT
 QA0530'THE NORTH END OF THE CURVE, AND 25 FEET EAST OF THE CENTER LINE OF THE
 QA0530'ROAD.  A STANDARD DISK, STAMPED K 136 1935 AND SET IN THE TOP OF A
 QA0530'CONCRETE POST.
 QA0530
 QA0530                          STATION RECOVERY (1953)
 QA0530
 QA0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 QA0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0055 ***********************************************************************
 QB0055  DESIGNATION -  K 137
 QB0055  PID         -  QB0055
 QB0055  STATE/COUNTY-  ID/VALLEY
 QB0055  USGS QUAD   -  MEADOWS (1973)
 QB0055
 QB0055                         *CURRENT SURVEY CONTROL
 QB0055  ___________________________________________________________________
 QB0055* NAD 83(1986)-  44 55 40.     (N)    116 07 46.     (W)     SCALED    
 QB0055* NAVD 88     -      1548.509  (meters)    5080.40   (feet)  ADJUSTED  
 QB0055  ___________________________________________________________________
 QB0055  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 QB0055  DYNAMIC HT  -        1547.863 (meters)    5078.28  (feet)  COMP
 QB0055  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 QB0055
 QB0055  VERT ORDER  -  SECOND    CLASS 0
 QB0055
 QB0055.The horizontal coordinates were scaled from a topographic map and have
 QB0055.an estimated accuracy of +/- 6 seconds.
 QB0055
 QB0055.The orthometric height was determined by differential leveling
 QB0055.and adjusted by the National Geodetic Survey in June 1991..
 QB0055
 QB0055.The geoid height was determined by GEOID03.
 QB0055
 QB0055.The dynamic height is computed by dividing the NAVD 88
 QB0055.geopotential number by the normal gravity value computed on the
 QB0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0055.degrees latitude (g = 980.6199 gals.).
 QB0055
 QB0055.The modeled gravity was interpolated from observed gravity values.
 QB0055
 QB0055;                    North         East    Units  Estimated Accuracy
 QB0055;SPC ID W     -   362,350.      770,050.      MT  (+/- 180 meters Scaled)
 QB0055
 QB0055                          SUPERSEDED SURVEY CONTROL
 QB0055
 QB0055  NGVD 29 (??/??/92) 1547.346  (m)         5076.58   (f) ADJ UNCH    2 0
 QB0055
 QB0055.Superseded values are not recommended for survey control.
 QB0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0055.See file dsdata.txt to determine how the superseded data were derived.
 QB0055
 QB0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK686752(NAD 83)
 QB0055_MARKER: DB = BENCH MARK DISK
 QB0055_SETTING: 80 = SET IN A BOULDER
 QB0055_SP_SET: BOULDER
 QB0055_STAMPING: K 137 1935
 QB0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0055+STABILITY: SURFACE MOTION
 QB0055
 QB0055  HISTORY     - Date     Condition        Report By
 QB0055  HISTORY     - 1935     MONUMENTED       CGS
 QB0055  HISTORY     - 1973     GOOD             USGS
 QB0055
 QB0055                          STATION DESCRIPTION
 QB0055
 QB0055'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QB0055'1.30 MI NW FROM MCCALL.
 QB0055'1.05 MILES NORTH ALONG THE WARREN WAGON ROAD LEADING TO BURGDORF FROM
 QB0055'THE JUNCTION OF STATE HIGHWAY 55 AT MCCALL, THENCE 0.25 WEST ALONG THE
 QB0055'OLD ROUTE OF THE HIGHWAY TO MEADOWS, AT A T JUNCTION NORTHWEST, 35
 QB0055'FEET NORTHWEST OF THE OLD HIGHWAY, 30 FEET SOUTHWEST OF THE T ROAD, 24
 QB0055'FEET SOUTHEAST OF A 5 FOOT PINE TREE, 5 FEET WEST OF A WITNESS POST,
 QB0055'NEAR THE TOP OF A 2 FOOT HIGH GRANITE BOULDER.  A STANDARD DISK
 QB0055'STAMPED K 137 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0555 ***********************************************************************
 QA0555  DESIGNATION -  K 138
 QA0555  PID         -  QA0555
 QA0555  STATE/COUNTY-  ID/VALLEY
 QA0555  USGS QUAD   -  LANDMARK (1988)
 QA0555
 QA0555                         *CURRENT SURVEY CONTROL
 QA0555  ___________________________________________________________________
 QA0555* NAD 83(1986)-  44 39 23.     (N)    115 32 40.     (W)     SCALED    
 QA0555* NAVD 88     -      2020.378  (meters)    6628.52   (feet)  POSTED    
 QA0555  ___________________________________________________________________
 QA0555  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 QA0555  DYNAMIC HT  -        2019.230 (meters)    6624.76  (feet)  COMP
 QA0555  MODELED GRAV-     979,977.5   (mgal)                       NAVD 88
 QA0555
 QA0555  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 QA0555
 QA0555.The horizontal coordinates were scaled from a topographic map and have
 QA0555.an estimated accuracy of +/- 6 seconds.
 QA0555
 QA0555.The orthometric height was determined by differential leveling
 QA0555.and adjusted by the National Geodetic Survey in 1992..
 QA0555.No vertical observational check was made to the station.
 QA0555.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 QA0555.was located on a no-check spur therefore a value was not computed.
 QA0555
 QA0555.The geoid height was determined by GEOID03.
 QA0555
 QA0555.The dynamic height is computed by dividing the NAVD 88
 QA0555.geopotential number by the normal gravity value computed on the
 QA0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0555.degrees latitude (g = 980.6199 gals.).
 QA0555
 QA0555.The modeled gravity was interpolated from observed gravity values.
 QA0555
 QA0555;                    North         East    Units  Estimated Accuracy
 QA0555;SPC ID W     -   332,140.      816,300.      MT  (+/- 180 meters Scaled)
 QA0555
 QA0555                          SUPERSEDED SURVEY CONTROL
 QA0555
 QA0555  NGVD 29 (??/??/92) 2019.026  (m)         6624.09   (f) ADJ UNCH    2 0
 QA0555
 QA0555.Superseded values are not recommended for survey control.
 QA0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0555.See file dsdata.txt to determine how the superseded data were derived.
 QA0555
 QA0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK154458(NAD 83)
 QA0555_MARKER: DB = BENCH MARK DISK
 QA0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0555_STAMPING: K-138-1935
 QA0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0555+STABILITY: SURFACE MOTION
 QA0555
 QA0555  HISTORY     - Date     Condition        Report By
 QA0555  HISTORY     - 1935     MONUMENTED       CGS
 QA0555
 QA0555                          STATION DESCRIPTION
 QA0555
 QA0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0555'IN LANDMARK.
 QA0555'ALONG THE STANLEY YELLOW PINE HIGHWAY.  90 FEET SOUTH OF THE
 QA0555'INTERSECTION OF CENTERLINES OF ROADS AT THE SOUTH END OF THE Y.  20.5
 QA0555'FEET WEST OF THE HIGHWYA CENTERLINE.  18.5 FEET SOUTH OF CENTER OF
 QA0555'GATE.  1.5 FEET WEST OF A FENCE.  TABLET SET IN THE TOP OF A PRECAST
 QA0555'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0556 ***********************************************************************
 QA0556  DESIGNATION -  K 138 RESET
 QA0556  PID         -  QA0556
 QA0556  STATE/COUNTY-  ID/VALLEY
 QA0556  USGS QUAD   -  LANDMARK (1988)
 QA0556
 QA0556                         *CURRENT SURVEY CONTROL
 QA0556  ___________________________________________________________________
 QA0556* NAD 83(1986)-  44 39 23.     (N)    115 32 42.     (W)     SCALED    
 QA0556* NAVD 88     -      2021.016  (meters)    6630.62   (feet)  ADJUSTED  
 QA0556  ___________________________________________________________________
 QA0556  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 QA0556  DYNAMIC HT  -        2019.867 (meters)    6626.85  (feet)  COMP
 QA0556  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 QA0556
 QA0556  VERT ORDER  -  SECOND    CLASS 0
 QA0556
 QA0556.The horizontal coordinates were scaled from a topographic map and have
 QA0556.an estimated accuracy of +/- 6 seconds.
 QA0556
 QA0556.The orthometric height was determined by differential leveling
 QA0556.and adjusted by the National Geodetic Survey in June 1991..
 QA0556
 QA0556.The geoid height was determined by GEOID03.
 QA0556
 QA0556.The dynamic height is computed by dividing the NAVD 88
 QA0556.geopotential number by the normal gravity value computed on the
 QA0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0556.degrees latitude (g = 980.6199 gals.).
 QA0556
 QA0556.The modeled gravity was interpolated from observed gravity values.
 QA0556
 QA0556;                    North         East    Units  Estimated Accuracy
 QA0556;SPC ID W     -   332,140.      816,260.      MT  (+/- 180 meters Scaled)
 QA0556
 QA0556                          SUPERSEDED SURVEY CONTROL
 QA0556
 QA0556  NGVD 29 (??/??/92) 2019.689  (m)         6626.26   (f) ADJ UNCH    2 0
 QA0556
 QA0556.Superseded values are not recommended for survey control.
 QA0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0556.See file dsdata.txt to determine how the superseded data were derived.
 QA0556
 QA0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK153458(NAD 83)
 QA0556_MARKER: DB = BENCH MARK DISK
 QA0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0556_STAMPING: K 138 1935 RESET 1948
 QA0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0556+STABILITY: SURFACE MOTION
 QA0556
 QA0556  HISTORY     - Date     Condition        Report By
 QA0556  HISTORY     - 1948     MONUMENTED       CGS
 QA0556
 QA0556                          STATION DESCRIPTION
 QA0556
 QA0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0556'IN LANDMARK RANGER STATION.
 QA0556'AT THE LANDMARK RANGER STATION, IN THE CENTER OF THE TRIANGLE FORMED
 QA0556'BY THE INTERSECTION OF THE STIBNITE ROAD AND A GRAVEL ROAD LEADING
 QA0556'SOUTH TO STANLEY, 65.5 FEET SOUTH OF THE CENTER LINE OF THE STIBNITE
 QA0556'ROAD AND IN LINE WITH THE CENTER LINE OF THE PROLONGATION OF STANLEY
 QA0556'ROAD, 5.0 FEET NORTH OF A PINE TREE, SET IN THE TOP OF A CONCRETE POST
 QA0556'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0080 ***********************************************************************
 QB0080  DESIGNATION -  K 139
 QB0080  PID         -  QB0080
 QB0080  STATE/COUNTY-  ID/VALLEY
 QB0080  USGS QUAD   -  CASCADE (1985)
 QB0080
 QB0080                         *CURRENT SURVEY CONTROL
 QB0080  ___________________________________________________________________
 QB0080* NAD 83(1986)-  44 34 20.     (N)    116 04 16.     (W)     SCALED    
 QB0080* NAVD 88     -      1462.186  (meters)    4797.19   (feet)  ADJUSTED  
 QB0080  ___________________________________________________________________
 QB0080  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 QB0080  DYNAMIC HT  -        1461.490 (meters)    4794.91  (feet)  COMP
 QB0080  MODELED GRAV-     980,091.0   (mgal)                       NAVD 88
 QB0080
 QB0080  VERT ORDER  -  SECOND    CLASS 0
 QB0080
 QB0080.The horizontal coordinates were scaled from a topographic map and have
 QB0080.an estimated accuracy of +/- 6 seconds.
 QB0080
 QB0080.The orthometric height was determined by differential leveling
 QB0080.and adjusted by the National Geodetic Survey in June 1991..
 QB0080
 QB0080.The geoid height was determined by GEOID03.
 QB0080
 QB0080.The dynamic height is computed by dividing the NAVD 88
 QB0080.geopotential number by the normal gravity value computed on the
 QB0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0080.degrees latitude (g = 980.6199 gals.).
 QB0080
 QB0080.The modeled gravity was interpolated from observed gravity values.
 QB0080
 QB0080;                    North         East    Units  Estimated Accuracy
 QB0080;SPC ID W     -   322,820.      774,500.      MT  (+/- 180 meters Scaled)
 QB0080
 QB0080                          SUPERSEDED SURVEY CONTROL
 QB0080
 QB0080  NGVD 29 (??/??/92) 1461.061  (m)         4793.50   (f) ADJ UNCH    2 0
 QB0080
 QB0080.Superseded values are not recommended for survey control.
 QB0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0080.See file dsdata.txt to determine how the superseded data were derived.
 QB0080
 QB0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK737358(NAD 83)
 QB0080_MARKER: DB = BENCH MARK DISK
 QB0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0080_STAMPING: K 139 1935
 QB0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0080+STABILITY: SURFACE MOTION
 QB0080
 QB0080  HISTORY     - Date     Condition        Report By
 QB0080  HISTORY     - 1935     MONUMENTED       CGS
 QB0080  HISTORY     - 1953     MARK NOT FOUND   USGS
 QB0080
 QB0080                          STATION DESCRIPTION
 QB0080
 QB0080'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QB0080'5.1 MI N FROM CASCADE.
 QB0080'5.1 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE SCHOOL
 QB0080'AT CASCADE, 230 FEET NORTH OF A SWITCH STAND AT THE SOUTH END OF THE
 QB0080'SIDETRACK AT TIMOTHY, 0.1 MILE NORTH OF MILEPOST 104, 48 FEET EAST OF
 QB0080'THE CENTER LINE OF THE MAIN TRACK, 12.5 FEET NORTH OF POLE 104+03, AND
 QB0080'2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  AND SET IN THE TOP OF A
 QB0080'CONCRETE POST.  NOTE-- RAILROAD IS ABANDONED AND THIS SECTION IS NOW
 QB0080'COVERED WITH WATER FROM CASCADE LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0010 ***********************************************************************
 OZ0010  DESIGNATION -  K 14
 OZ0010  PID         -  OZ0010
 OZ0010  STATE/COUNTY-  ID/BLAINE
 OZ0010  USGS QUAD   -  HAILEY (1967)
 OZ0010
 OZ0010                         *CURRENT SURVEY CONTROL
 OZ0010  ___________________________________________________________________
 OZ0010* NAD 83(1999)-  43 34 52.48224(N)    114 20 17.36585(W)     ADJUSTED  
 OZ0010* NAVD 88     -      1683.869  (meters)    5524.49   (feet)  ADJUSTED  
 OZ0010  ___________________________________________________________________
 OZ0010  X           -  -1,907,661.697 (meters)                     COMP
 OZ0010  Y           -  -4,217,511.235 (meters)                     COMP
 OZ0010  Z           -   4,375,657.071 (meters)                     COMP
 OZ0010  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 OZ0010  ELLIP HEIGHT-        1671.14  (meters)          (08/01/01) GPS OBS
 OZ0010  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 OZ0010  DYNAMIC HT  -        1682.867 (meters)    5521.21  (feet)  COMP
 OZ0010  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 OZ0010
 OZ0010  HORZ ORDER  -  FIRST
 OZ0010  VERT ORDER  -  FIRST     CLASS II
 OZ0010  ELLP ORDER  -  FOURTH    CLASS I
 OZ0010
 OZ0010.The horizontal coordinates were established by GPS observations
 OZ0010.and adjusted by the National Geodetic Survey in August 2001..
 OZ0010.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 OZ0010.DATUM ITEM on the data sheet items page.
 OZ0010
 OZ0010.The orthometric height was determined by differential leveling
 OZ0010.and adjusted by the National Geodetic Survey in June 1991..
 OZ0010
 OZ0010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OZ0010
 OZ0010.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0010
 OZ0010.The ellipsoidal height was determined by GPS observations
 OZ0010.and is referenced to NAD 83.
 OZ0010
 OZ0010.The geoid height was determined by GEOID03.
 OZ0010
 OZ0010.The dynamic height is computed by dividing the NAVD 88
 OZ0010.geopotential number by the normal gravity value computed on the
 OZ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0010.degrees latitude (g = 980.6199 gals.).
 OZ0010
 OZ0010.The modeled gravity was interpolated from observed gravity values.
 OZ0010
 OZ0010;                    North         East     Units Scale Factor Converg.
 OZ0010;SPC ID C     -   212,726.118   472,689.099   MT  0.99995654   -0 13 59.2
 OZ0010;UTM  11      - 4,828,807.133   714,910.073   MT  1.00016814   +1 50 08.6
 OZ0010
 OZ0010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0010!SPC ID C     -   0.99973801  x   0.99995654  =   0.99969456
 OZ0010!UTM  11      -   0.99973801  x   1.00016814  =   0.99990611
 OZ0010
 OZ0010                          SUPERSEDED SURVEY CONTROL
 OZ0010
 OZ0010  NAVD 88 (08/01/01) 1683.87   (m)         5524.5    (f) LEVELING    3  
 OZ0010  NGVD 29 (??/??/92) 1682.697  (m)         5520.65   (f) ADJ UNCH    1 2
 OZ0010
 OZ0010.Superseded values are not recommended for survey control.
 OZ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0010.See file dsdata.txt to determine how the superseded data were derived.
 OZ0010
 OZ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ1491028807(NAD 83)
 OZ0010_MARKER: DB = BENCH MARK DISK
 OZ0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0010_SP_SET: DOUBLE PIPE CULVERT
 OZ0010_STAMPING: K 14 1933 5520.753
 OZ0010_MARK LOGO: CGS   
 OZ0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 OZ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0010+STABILITY: SURFACE MOTION
 OZ0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OZ0010+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 OZ0010
 OZ0010  HISTORY     - Date     Condition        Report By
 OZ0010  HISTORY     - 1933     MONUMENTED       CGS
 OZ0010  HISTORY     - 19960726 GOOD             NGS
 OZ0010  HISTORY     - 20010627 GOOD             NGS
 OZ0010  HISTORY     - 20060911 GOOD             USGS
 OZ0010
 OZ0010                          STATION DESCRIPTION
 OZ0010
 OZ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OZ0010'4.6 MI N FROM HAILEY.
 OZ0010'4.6 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM HAILEY,
 OZ0010'BLAINE COUNTY, 0.4 MILE SOUTH OF MILEPOST 62, AT A DOUBLE-PIPE
 OZ0010'CULVERT, AND IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD
 OZ0010'WALL.  A STANDARD DISK, STAMPED 5520.753 K 14 1933.
 OZ0010
 OZ0010                          STATION RECOVERY (1996)
 OZ0010
 OZ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 OZ0010'THE STATION IS 4.5 MI (7.2 KM) NORTH OF HAILEY ON THE WEST SIDE OF
 OZ0010'STATE HIGHWAY 75.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION.  TO REACH
 OZ0010'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 75 AND BULLION STREET
 OZ0010'IN THE CENTER OF HAILEY, GO NORTH ON STATE HIGHWAY 75 FOR 4.5 MI (7.2
 OZ0010'KM) TO A PAVED ROAD AND THE STATION ON THE RIGHT.  NOTE--THE PAVED
 OZ0010'ROAD IS OHIO GILCH ROAD BUT THERE IS NO STREET SIGN IN EVIDENCE.  THE
 OZ0010'STATION IS A U.S.  COAST AND GEODETIC SURVEY BENCH MARK DISK
 OZ0010'STAMPED---K 14 1933 5529.753---, SET IN THE MIDDLE HEADWALL OF THREE
 OZ0010'DOUBLE PIPE BOX CULVERTS.  IT IS, 38.2 M (125.3 FT) NORTH-NORTHWEST OF
 OZ0010'MILEPOST 121, 24.8 M (81.4 FT) NORTHEAST OF THE CENTERLINE OF STATE
 OZ0010'HIGHWAY 75, 16.1 M (52.8 FT) SOUTHEAST OF A PAVED ROAD LEADING
 OZ0010'NORTHEAST AND 0.3 M (1.0 FT) WEST OF A CARSONITE WITNESS POST.
 OZ0010'DESCRIBED BY J.E.  DUNFORD III.
 OZ0010
 OZ0010                          STATION RECOVERY (2001)
 OZ0010
 OZ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (LJL)
 OZ0010'RECOVERED AS DESCRIBED.
 OZ0010
 OZ0010                          STATION RECOVERY (2006)
 OZ0010
 OZ0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0030 ***********************************************************************
 OH0030  DESIGNATION -  K 141
 OH0030  PID         -  OH0030
 OH0030  STATE/COUNTY-  ID/ADA
 OH0030  USGS QUAD   -  MERIDIAN (1971)
 OH0030
 OH0030                         *CURRENT SURVEY CONTROL
 OH0030  ___________________________________________________________________
 OH0030* NAD 83(1986)-  43 36 32.     (N)    116 23 25.     (W)     SCALED    
 OH0030* NAVD 88     -       795.788  (meters)    2610.85   (feet)  ADJUSTED  
 OH0030  ___________________________________________________________________
 OH0030  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 OH0030  DYNAMIC HT  -         795.502 (meters)    2609.91  (feet)  COMP
 OH0030  MODELED GRAV-     980,233.4   (mgal)                       NAVD 88
 OH0030
 OH0030  VERT ORDER  -  SECOND    CLASS 0
 OH0030
 OH0030.The horizontal coordinates were scaled from a topographic map and have
 OH0030.an estimated accuracy of +/- 6 seconds.
 OH0030
 OH0030.The orthometric height was determined by differential leveling
 OH0030.and adjusted by the National Geodetic Survey in June 1991..
 OH0030
 OH0030.The geoid height was determined by GEOID03.
 OH0030
 OH0030.The dynamic height is computed by dividing the NAVD 88
 OH0030.geopotential number by the normal gravity value computed on the
 OH0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0030.degrees latitude (g = 980.6199 gals.).
 OH0030
 OH0030.The modeled gravity was interpolated from observed gravity values.
 OH0030
 OH0030;                    North         East    Units  Estimated Accuracy
 OH0030;SPC ID W     -   215,940.      748,310.      MT  (+/- 180 meters Scaled)
 OH0030
 OH0030                          SUPERSEDED SURVEY CONTROL
 OH0030
 OH0030  NGVD 29 (??/??/92)  794.841  (m)         2607.74   (f) ADJ UNCH    2 0
 OH0030
 OH0030.Superseded values are not recommended for survey control.
 OH0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0030.See file dsdata.txt to determine how the superseded data were derived.
 OH0030
 OH0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ492286(NAD 83)
 OH0030_MARKER: DB = BENCH MARK DISK
 OH0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0030_STAMPING: K 141 1935
 OH0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0030+STABILITY: SURFACE MOTION
 OH0030
 OH0030  HISTORY     - Date     Condition        Report By
 OH0030  HISTORY     - 1935     MONUMENTED       CGS
 OH0030  HISTORY     - 1936     GOOD             NGS
 OH0030  HISTORY     - 1979     POOR             NGS
 OH0030
 OH0030                          STATION DESCRIPTION
 OH0030
 OH0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OH0030'IN MERIDIAN.
 OH0030'AT MERIDIAN, ADA COUNTY, 73 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 OH0030'THE OREGON SHORT LINE RAILROAD STATION, 260 FEET EAST OF THE CENTER OF
 OH0030'THE INTERSECTION OF U.S. HIGHWAY 30, 92.5 FEET NORTH OF THE CENTERLINE
 OH0030'OF THE MAIN TRACK, AND 7.2 FEET WEST OF A POLE.  A STANDARD DISK,
 OH0030'STAMPED K 141 1935 AND SET IN THE TOP OF A CONCRETE POST.
 OH0030
 OH0030                          STATION RECOVERY (1979)
 OH0030
 OH0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0030'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0945 ***********************************************************************
 RA0945  DESIGNATION -  K 143
 RA0945  PID         -  RA0945
 RA0945  STATE/COUNTY-  ID/NEZ PERCE
 RA0945  USGS QUAD   -  JIM CREEK BUTTE (1963)
 RA0945
 RA0945                         *CURRENT SURVEY CONTROL
 RA0945  ___________________________________________________________________
 RA0945* NAD 83(1992)-  45 59 47.78734(N)    116 54 59.67344(W)     ADJUSTED  
 RA0945* NAVD 88     -       264.312  (meters)     867.16   (feet)  ADJUSTED  
 RA0945  ___________________________________________________________________
 RA0945  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 RA0945  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 RA0945  DYNAMIC HT  -         264.250 (meters)     866.96  (feet)  COMP
 RA0945  MODELED GRAV-     980,378.8   (mgal)                       NAVD 88
 RA0945
 RA0945  HORZ ORDER  -  SECOND
 RA0945  VERT ORDER  -  FIRST     CLASS II
 RA0945
 RA0945.The horizontal coordinates were established by classical geodetic methods
 RA0945.and adjusted by the National Geodetic Survey in July 1992..
 RA0945
 RA0945.The orthometric height was determined by differential leveling
 RA0945.and adjusted by the National Geodetic Survey in June 1991..
 RA0945
 RA0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0945
 RA0945.The geoid height was determined by GEOID03.
 RA0945
 RA0945.The dynamic height is computed by dividing the NAVD 88
 RA0945.geopotential number by the normal gravity value computed on the
 RA0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0945.degrees latitude (g = 980.6199 gals.).
 RA0945
 RA0945.The modeled gravity was interpolated from observed gravity values.
 RA0945
 RA0945;                    North         East     Units Scale Factor Converg.
 RA0945;SPC ID W     -   481,725.020   709,633.888   MT  1.00003369   -0 50 21.0
 RA0945;SPC WA S     -    80,027.496   777,496.167   MT  0.99996698   +2 36 10.7
 RA0945;SPC WA S     -   262,556.88  2,550,835.34   sFT  0.99996698   +2 36 10.7
 RA0945;SPC OR N     -   265,073.034 2,777,509.561   MT  0.99999914   +2 32 28.7
 RA0945;SPC OR N     -   869,662.19  9,112,564.18   iFT  0.99999914   +2 32 28.7
 RA0945;UTM  11      - 5,093,673.955   506,460.111   MT  0.99960051   +0 03 36.0
 RA0945
 RA0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0945!SPC ID W     -   0.99996126  x   1.00003369  =   0.99999495
 RA0945!SPC WA S     -   0.99996126  x   0.99996698  =   0.99992824
 RA0945!SPC OR N     -   0.99996126  x   0.99999914  =   0.99996040
 RA0945!UTM  11      -   0.99996126  x   0.99960051  =   0.99956178
 RA0945
 RA0945                          SUPERSEDED SURVEY CONTROL
 RA0945
 RA0945  NAD 83(1991)-  45 59 47.78808(N)    116 54 59.67351(W) AD(       ) 2
 RA0945  NAD 83(1986)-  45 59 47.79058(N)    116 54 59.67167(W) AD(       ) 2
 RA0945  NAD 27      -  45 59 48.24027(N)    116 54 56.14603(W) AD(       ) 2
 RA0945  NGVD 29 (??/??/92)  263.216  (m)          863.57   (f) ADJ UNCH    1 2
 RA0945
 RA0945.Superseded values are not recommended for survey control.
 RA0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0945.See file dsdata.txt to determine how the superseded data were derived.
 RA0945
 RA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL0646093674(NAD 83)
 RA0945
 RA0945  HISTORY     - Date     Condition        Report By
 RA0945  HISTORY     - 1945     MONUMENTED       USE
 RA0945
 RA0945                          STATION DESCRIPTION
 RA0945
 RA0945'DESCRIBED BY US ENGINEERS 1945
 RA0945'SEE STATION MADDEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0675 ***********************************************************************
 OH0675  DESIGNATION -  K 143
 OH0675  PID         -  OH0675
 OH0675  STATE/COUNTY-  ID/CANYON
 OH0675  USGS QUAD   -  MIDDLETON (1971)
 OH0675
 OH0675                         *CURRENT SURVEY CONTROL
 OH0675  ___________________________________________________________________
 OH0675* NAD 83(1986)-  43 42 58.     (N)    116 37 19.     (W)     SCALED    
 OH0675* NAVD 88     -       737.547  (meters)    2419.77   (feet)  ADJUSTED  
 OH0675  ___________________________________________________________________
 OH0675  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 OH0675  DYNAMIC HT  -         737.304 (meters)    2418.97  (feet)  COMP
 OH0675  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 OH0675
 OH0675  VERT ORDER  -  SECOND    CLASS I
 OH0675
 OH0675.The horizontal coordinates were scaled from a topographic map and have
 OH0675.an estimated accuracy of +/- 6 seconds.
 OH0675
 OH0675.The orthometric height was determined by differential leveling
 OH0675.and adjusted by the National Geodetic Survey in June 1991..
 OH0675
 OH0675.The geoid height was determined by GEOID03.
 OH0675
 OH0675.The dynamic height is computed by dividing the NAVD 88
 OH0675.geopotential number by the normal gravity value computed on the
 OH0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0675.degrees latitude (g = 980.6199 gals.).
 OH0675
 OH0675.The modeled gravity was interpolated from observed gravity values.
 OH0675
 OH0675;                    North         East    Units  Estimated Accuracy
 OH0675;SPC ID W     -   228,020.      729,740.      MT  (+/- 180 meters Scaled)
 OH0675
 OH0675                          SUPERSEDED SURVEY CONTROL
 OH0675
 OH0675  NGVD 29 (??/??/92)  736.610  (m)         2416.69   (f) ADJ UNCH    2 0
 OH0675
 OH0675.Superseded values are not recommended for survey control.
 OH0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0675.See file dsdata.txt to determine how the superseded data were derived.
 OH0675
 OH0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ304404(NAD 83)
 OH0675_MARKER: DB = BENCH MARK DISK
 OH0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0675_STAMPING: K 143 1935
 OH0675_MARK LOGO: CGS   
 OH0675_PROJECTION: PROJECTING 30 CENTIMETERS
 OH0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 OH0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0675+STABILITY: SURFACE MOTION
 OH0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH0675+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2003
 OH0675
 OH0675  HISTORY     - Date     Condition        Report By
 OH0675  HISTORY     - 1935     MONUMENTED       CGS
 OH0675  HISTORY     - 1970     GOOD             NGS
 OH0675  HISTORY     - 20031219 GOOD             NGS
 OH0675
 OH0675                          STATION DESCRIPTION
 OH0675
 OH0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OH0675'0.8 MI N FROM MIDDLETON.
 OH0675'ALONG THE RAILROAD, 150 FEET NORTHEAST OF CULVERT NO. 99.8, 44 FEET
 OH0675'EAST OF THE NEAREST RAIL, 19 FEET NORTH OF MILE POST NO. 10, 2 FEET
 OH0675'WEST OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT NORTH OF A METAL
 OH0675'WITNESS POST SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 7
 OH0675'INCHES.
 OH0675
 OH0675                          STATION RECOVERY (2003)
 OH0675
 OH0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (CLS)
 OH0675'MARK WAS RECOVERED AS DESCRIBED IN DECEMBER 2003.  IT IS TO BE
 OH0675'DESTROYED DURING FIELD RELEVELING AND CULTIVATION.  ELEVATION WAS
 OH0675'TRANSFERED TO K 143 RESET 2003 AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4397 ***********************************************************************
 DG4397  DESIGNATION -  K 143 RESET
 DG4397  PID         -  DG4397
 DG4397  STATE/COUNTY-  ID/CANYON
 DG4397  USGS QUAD   -  MIDDLETON (1971)
 DG4397
 DG4397                         *CURRENT SURVEY CONTROL
 DG4397  ___________________________________________________________________
 DG4397* NAD 83(1986)-  43 42 57.     (N)    116 37 14.     (W)     SCALED    
 DG4397* NAVD 88     -       741.996  (meters)    2434.37   (feet)  ADJUSTED  
 DG4397  ___________________________________________________________________
 DG4397  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 DG4397  DYNAMIC HT  -         741.752 (meters)    2433.56  (feet)  COMP
 DG4397  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 DG4397
 DG4397  VERT ORDER  -  SECOND    CLASS I
 DG4397
 DG4397.The horizontal coordinates were scaled from a topographic map and have
 DG4397.an estimated accuracy of +/- 6 seconds.
 DG4397
 DG4397.The orthometric height was determined by differential leveling
 DG4397.and adjusted by the National Geodetic Survey in November 2005..
 DG4397
 DG4397.The geoid height was determined by GEOID03.
 DG4397
 DG4397.The dynamic height is computed by dividing the NAVD 88
 DG4397.geopotential number by the normal gravity value computed on the
 DG4397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4397.degrees latitude (g = 980.6199 gals.).
 DG4397
 DG4397.The modeled gravity was interpolated from observed gravity values.
 DG4397
 DG4397;                    North         East    Units  Estimated Accuracy
 DG4397;SPC ID W     -   227,990.      729,850.      MT  (+/- 180 meters Scaled)
 DG4397
 DG4397                          SUPERSEDED SURVEY CONTROL
 DG4397
 DG4397.No superseded survey control is available for this station.
 DG4397
 DG4397_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ305403(NAD 83)
 DG4397_MARKER: DV = VERTICAL CONTROL DISK
 DG4397_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG4397_SP_SET: CONCRETE WALL
 DG4397_STAMPING: K 143 RESET 2003
 DG4397_MARK LOGO: NGS   
 DG4397_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4397+STABILITY: SURFACE MOTION
 DG4397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4397+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 DG4397
 DG4397  HISTORY     - Date     Condition        Report By
 DG4397  HISTORY     - 20031128 MONUMENTED       NGS
 DG4397
 DG4397                          STATION DESCRIPTION
 DG4397
 DG4397'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (CLS)
 DG4397'THE STATION IS LOCATED ON THE NORTH EDGE OF MIDDLETON, IN TOP OF THE
 DG4397'EAST WALL OF A SMALL CONCRETE IRRIGATION TEE DIVERSION CONTROL BOX.
 DG4397'OWNERSHIP -- MARTIN GALVIN, 23750 OLD MIDDLETON ROAD, MIDDLETON, ID.
 DG4397' TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND
 DG4397'MIDDLETON ROAD SOUTH IN MIDDLETON, GO WEST ON HIGHWAY 44 FOR 0.16 KM
 DG4397'(0.1 MI) TO THE INTERSECTION OF NORTH DEWEY AVENUE.  TURN RIGHT,
 DG4397'NORTH, ON NORTH DEWEY AVENUE, WHICH TURNS INTO OLD MIDDLETON ROAD,
 DG4397'FOR 1.05 KM (0.65 MI) TO A FIELD ACCESS ROAD AND STATION ON THE LEFT
 DG4397'JUST BEFORE REACHING FOOTHILL ROAD.  THE STATION IS A STANDARD NGS
 DG4397'DISK SET IN TOP OF THE EAST CONCRETE WALL OF A SMALL IRRIGATION TEE
 DG4397'DIVERSION CONTROL BOX.  IT IS 13.0 M (42.6 FT) WEST FROM THE CENTER
 DG4397'OF OLD MIDDLETON ROAD, 29.0 M (95.1 FT) SOUTH FROM THE EXTENDED
 DG4397'CENTER OF FOOTHILL ROAD, 5.0 M (16.4 FT) WEST FROM A FIBERGLASS
 DG4397'WITNESS POST IN THE RIGHT-OF-WAY FENCE AT THE SOUTH END OF THE WIRE
 DG4397'GATE, 3.3 M (10.8 FT) NORTH FROM THE SOUTH END OF THE CONCRETE
 DG4397'DIVERSION CONTROL BOX, AND 1.0 M (3.3 FT) SOUTH FROM THE NORTH END OF
 DG4397'THE CONTROL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0670 ***********************************************************************
 OZ0670  DESIGNATION -  K 144
 OZ0670  PID         -  OZ0670
 OZ0670  STATE/COUNTY-  ID/BOISE
 OZ0670  USGS QUAD   -  DUNNIGAN CREEK (1969)
 OZ0670
 OZ0670                         *CURRENT SURVEY CONTROL
 OZ0670  ___________________________________________________________________
 OZ0670* NAD 83(1986)-  43 44 51.     (N)    115 55 23.     (W)     SCALED    
 OZ0670* NAVD 88     -      1051.614  (meters)    3450.17   (feet)  ADJUSTED  
 OZ0670  ___________________________________________________________________
 OZ0670  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 OZ0670  DYNAMIC HT  -        1051.147 (meters)    3448.64  (feet)  COMP
 OZ0670  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 OZ0670
 OZ0670  VERT ORDER  -  SECOND    CLASS 0
 OZ0670
 OZ0670.The horizontal coordinates were scaled from a topographic map and have
 OZ0670.an estimated accuracy of +/- 6 seconds.
 OZ0670
 OZ0670.The orthometric height was determined by differential leveling
 OZ0670.and adjusted by the National Geodetic Survey in June 1991..
 OZ0670
 OZ0670.The geoid height was determined by GEOID03.
 OZ0670
 OZ0670.The dynamic height is computed by dividing the NAVD 88
 OZ0670.geopotential number by the normal gravity value computed on the
 OZ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0670.degrees latitude (g = 980.6199 gals.).
 OZ0670
 OZ0670.The modeled gravity was interpolated from observed gravity values.
 OZ0670
 OZ0670;                    North         East    Units  Estimated Accuracy
 OZ0670;SPC ID W     -   231,150.      786,060.      MT  (+/- 180 meters Scaled)
 OZ0670
 OZ0670                          SUPERSEDED SURVEY CONTROL
 OZ0670
 OZ0670  NGVD 29 (??/??/92) 1050.575  (m)         3446.76   (f) ADJ UNCH    2 0
 OZ0670
 OZ0670.Superseded values are not recommended for survey control.
 OZ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0670.See file dsdata.txt to determine how the superseded data were derived.
 OZ0670
 OZ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ867443(NAD 83)
 OZ0670_MARKER: DB = BENCH MARK DISK
 OZ0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0670_STAMPING: K 144 1935
 OZ0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0670+STABILITY: SURFACE MOTION
 OZ0670
 OZ0670  HISTORY     - Date     Condition        Report By
 OZ0670  HISTORY     - 1935     MONUMENTED       CGS
 OZ0670  HISTORY     - 1935     GOOD             NGS
 OZ0670  HISTORY     - 1969     MARK NOT FOUND   USGS
 OZ0670
 OZ0670                          STATION DESCRIPTION
 OZ0670
 OZ0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OZ0670'8.6 MI SW FROM IDAHO CITY.
 OZ0670'8.6 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0670'AT IDAHO CITY, BOISE COUNTY, 1.0 MILE NORTHEAST OF A WOODEN BRIDGE
 OZ0670'OVER MOORES CREEK, 180 FEET NORTH OF THE NORTHEAST END OF A WOODEN
 OZ0670'BRIDGE OVER MOORES CREEK, 180 FEET NORTH OF THE NORTHEAST END OF A
 OZ0670'WOODEN RAILROAD TRESTLE OVER THE CREEK, 180 FEET SOUTHWEST OF THE
 OZ0670'CENTER OF THE JUNCTION OF A ROAD LEADING TO COTTONWOOD RANGER STATION,
 OZ0670'AND 36 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 OZ0670'DISK, STAMPED K 144 1935 AND SET IN THE TOP OF A CONCRETE POST.
 OZ0670
 OZ0670                          STATION RECOVERY (1969)
 OZ0670
 OZ0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OZ0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0779 ***********************************************************************
 OZ0779  DESIGNATION -  K 145
 OZ0779  PID         -  OZ0779
 OZ0779  STATE/COUNTY-  ID/BOISE
 OZ0779  USGS QUAD   -  SUNSET MTN (1972)
 OZ0779
 OZ0779                         *CURRENT SURVEY CONTROL
 OZ0779  ___________________________________________________________________
 OZ0779* NAD 83(1986)-  43 57 38.     (N)    115 37 48.     (W)     SCALED    
 OZ0779* NAVD 88     -      1656.926  (meters)    5436.10   (feet)  ADJUSTED  
 OZ0779  ___________________________________________________________________
 OZ0779  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 OZ0779  DYNAMIC HT  -        1655.976 (meters)    5432.98  (feet)  COMP
 OZ0779  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 OZ0779
 OZ0779  VERT ORDER  -  SECOND    CLASS 0
 OZ0779
 OZ0779.The horizontal coordinates were scaled from a topographic map and have
 OZ0779.an estimated accuracy of +/- 6 seconds.
 OZ0779
 OZ0779.The orthometric height was determined by differential leveling
 OZ0779.and adjusted by the National Geodetic Survey in June 1991..
 OZ0779
 OZ0779.The geoid height was determined by GEOID03.
 OZ0779
 OZ0779.The dynamic height is computed by dividing the NAVD 88
 OZ0779.geopotential number by the normal gravity value computed on the
 OZ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0779.degrees latitude (g = 980.6199 gals.).
 OZ0779
 OZ0779.The modeled gravity was interpolated from observed gravity values.
 OZ0779
 OZ0779;                    North         East    Units  Estimated Accuracy
 OZ0779;SPC ID W     -   254,820.      809,630.      MT  (+/- 180 meters Scaled)
 OZ0779
 OZ0779                          SUPERSEDED SURVEY CONTROL
 OZ0779
 OZ0779  NGVD 29 (??/??/92) 1655.67   (m)         5432.0    (f) COMPUTED    2 0
 OZ0779
 OZ0779.Superseded values are not recommended for survey control.
 OZ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0779.See file dsdata.txt to determine how the superseded data were derived.
 OZ0779
 OZ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ099684(NAD 83)
 OZ0779_MARKER: DB = BENCH MARK DISK
 OZ0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0779_STAMPING: K 145 1935
 OZ0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0779+STABILITY: SURFACE MOTION
 OZ0779
 OZ0779  HISTORY     - Date     Condition        Report By
 OZ0779  HISTORY     - 1935     MONUMENTED       CGS
 OZ0779  HISTORY     - 1955     POOR             NGS
 OZ0779
 OZ0779                          STATION DESCRIPTION
 OZ0779
 OZ0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OZ0779'12.9 MI SW FROM LOWMAN.
 OZ0779'ABOUT 12.1 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF
 OZ0779'STATE HIGHWAY 17 AT LOWMAN, 0.9 MILE SOUTHWEST OF THE JUNCTION OF A
 OZ0779'GRADED ROAD TO DEER PARK, 3.5 MILES NORTH OF MOORES CREEK SUMMIT, 500
 OZ0779'FEET NORTH OF A SUMMIT, AT THE SOUTH END OF A CUT, 30 FEET EAST OF THE
 OZ0779'HIGHWAY CENTERLINE AND 20 FEET NORTH OF A 2 1/2 FOOT FIR TREE. NOTE--
 OZ0779'USE WITH CAUTION.  NOTE-- THE POST WAS FOUND LEANING OUT OF POSITION.
 OZ0779'THE DISK WAS NOT REMOVED AND THE POST WAS LEFT AS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0132 ***********************************************************************
 QB0132  DESIGNATION -  K 146
 QB0132  PID         -  QB0132
 QB0132  STATE/COUNTY-  ID/GEM
 QB0132  USGS QUAD   -  DODSON PASS (1970)
 QB0132
 QB0132                         *CURRENT SURVEY CONTROL
 QB0132  ___________________________________________________________________
 QB0132* NAD 83(1986)-  44 15 44.     (N)    116 19 23.     (W)     SCALED    
 QB0132* NAVD 88     -      1034.626  (meters)    3394.44   (feet)  ADJUSTED  
 QB0132  ___________________________________________________________________
 QB0132  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 QB0132  DYNAMIC HT  -        1034.241 (meters)    3393.17  (feet)  COMP
 QB0132  MODELED GRAV-     980,210.7   (mgal)                       NAVD 88
 QB0132
 QB0132  VERT ORDER  -  SECOND    CLASS 0
 QB0132
 QB0132.The horizontal coordinates were scaled from a topographic map and have
 QB0132.an estimated accuracy of +/- 6 seconds.
 QB0132
 QB0132.The orthometric height was determined by differential leveling
 QB0132.and adjusted by the National Geodetic Survey in June 1991..
 QB0132
 QB0132.The geoid height was determined by GEOID03.
 QB0132
 QB0132.The dynamic height is computed by dividing the NAVD 88
 QB0132.geopotential number by the normal gravity value computed on the
 QB0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0132.degrees latitude (g = 980.6199 gals.).
 QB0132
 QB0132.The modeled gravity was interpolated from observed gravity values.
 QB0132
 QB0132;                    North         East    Units  Estimated Accuracy
 QB0132;SPC ID W     -   288,490.      754,240.      MT  (+/- 180 meters Scaled)
 QB0132
 QB0132                          SUPERSEDED SURVEY CONTROL
 QB0132
 QB0132  NGVD 29 (??/??/92) 1033.547  (m)         3390.90   (f) ADJ UNCH    2 0
 QB0132
 QB0132.Superseded values are not recommended for survey control.
 QB0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0132.See file dsdata.txt to determine how the superseded data were derived.
 QB0132
 QB0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK540012(NAD 83)
 QB0132_MARKER: DB = BENCH MARK DISK
 QB0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0132_STAMPING: K 146 1935
 QB0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0132+STABILITY: SURFACE MOTION
 QB0132
 QB0132  HISTORY     - Date     Condition        Report By
 QB0132  HISTORY     - 1935     MONUMENTED       CGS
 QB0132  HISTORY     - 19990526 MARK NOT FOUND   IDTD
 QB0132
 QB0132                          STATION DESCRIPTION
 QB0132
 QB0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0132'7.2 MI N FROM OLA.
 QB0132'7.2 MILES NORTH ALONG THE CRANE CREEK ROAD FROM THE JUNCTION OF THE
 QB0132'SMITHS FERRY ROAD AT OLA, GEM COUNTY, ABOUT 0.5 MILE SOUTH OF THE TOP
 QB0132'OF AN EAST-AND-WEST RIDGE, AT THE SOUTHEAST END OF A CURVE, ABOUT 162
 QB0132'FEET NORTHWEST OF A WOODEN CULVERT, AT A SHARP CURVE LEADING
 QB0132'NORTHWEST, 45 FEET SOUTHEAST OF A FENCE GATE, 35 FEET NORTHWEST OF A
 QB0132'MAILBOX, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 1 FOOT
 QB0132'SOUTH OF THE PROPERTY LINE FENCE.  A STANDARD DISK, STAMPED K 146 1935
 QB0132'AND SET IN THE TOP OF A CONCRETE POST.
 QB0132
 QB0132                          STATION RECOVERY (1999)
 QB0132
 QB0132'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (DSS)
 QB0132'AFTER A PROLONGED SEARCH THIS MARK COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0228 ***********************************************************************
 QB0228  DESIGNATION -  K 147
 QB0228  PID         -  QB0228
 QB0228  STATE/COUNTY-  ID/WASHINGTON
 QB0228  USGS QUAD   -  NUTMEG FLAT (1986)
 QB0228
 QB0228                         *CURRENT SURVEY CONTROL
 QB0228  ___________________________________________________________________
 QB0228* NAD 83(1986)-  44 16 21.     (N)    116 40 06.     (W)     SCALED    
 QB0228* NAVD 88     -      1091.967  (meters)    3582.56   (feet)  ADJUSTED  
 QB0228  ___________________________________________________________________
 QB0228  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 QB0228  DYNAMIC HT  -        1091.569 (meters)    3581.26  (feet)  COMP
 QB0228  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 QB0228
 QB0228  VERT ORDER  -  SECOND    CLASS 0
 QB0228
 QB0228.The horizontal coordinates were scaled from a topographic map and have
 QB0228.an estimated accuracy of +/- 6 seconds.
 QB0228
 QB0228.The orthometric height was determined by differential leveling
 QB0228.and adjusted by the National Geodetic Survey in June 1991..
 QB0228
 QB0228.The geoid height was determined by GEOID03.
 QB0228
 QB0228.The dynamic height is computed by dividing the NAVD 88
 QB0228.geopotential number by the normal gravity value computed on the
 QB0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0228.degrees latitude (g = 980.6199 gals.).
 QB0228
 QB0228.The modeled gravity was interpolated from observed gravity values.
 QB0228
 QB0228;                    North         East    Units  Estimated Accuracy
 QB0228;SPC ID W     -   289,880.      726,690.      MT  (+/- 180 meters Scaled)
 QB0228
 QB0228                          SUPERSEDED SURVEY CONTROL
 QB0228
 QB0228  NGVD 29 (??/??/92) 1090.908  (m)         3579.09   (f) ADJ UNCH    2 0
 QB0228
 QB0228.Superseded values are not recommended for survey control.
 QB0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0228.See file dsdata.txt to determine how the superseded data were derived.
 QB0228
 QB0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK264021(NAD 83)
 QB0228_MARKER: DB = BENCH MARK DISK
 QB0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0228_STAMPING: K 147 1935
 QB0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0228+STABILITY: SURFACE MOTION
 QB0228
 QB0228  HISTORY     - Date     Condition        Report By
 QB0228  HISTORY     - 1935     MONUMENTED       CGS
 QB0228  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0228
 QB0228                          STATION DESCRIPTION
 QB0228
 QB0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0228'19.5 MI E FROM WEISER.
 QB0228'ABOUT 19.5 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0228'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 0.6 MILE WEST OF THE
 QB0228'TOP OF A NORTH-AND-SOUTH RIDGE, ABOUT 117 YARDS FROM A
 QB0228'SOUTHWEST-TO-NORTHWEST CURVE UPWARDS ON THE WEST SLOPE OF A RIDGE, 20
 QB0228'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6.5 FEET SOUTHWEST OF
 QB0228'THE FENCE CORNER, AND 1 FOOT SOUTHEAST OF THE FENCE.  A STANDARD DISK,
 QB0228'STAMPED K 147 1935 AND SET IN THE TOP OF A CONCRETE POST.
 QB0228
 QB0228                          STATION RECOVERY (1983)
 QB0228
 QB0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0528 ***********************************************************************
 OH0528  DESIGNATION -  K 148
 OH0528  PID         -  OH0528
 OH0528  STATE/COUNTY-  ID/PAYETTE
 OH0528  USGS QUAD   -  LETHA (1971)
 OH0528
 OH0528                         *CURRENT SURVEY CONTROL
 OH0528  ___________________________________________________________________
 OH0528* NAD 83(1986)-  43 56 18.     (N)    116 43 38.     (W)     SCALED    
 OH0528* NAVD 88     -       684.574  (meters)    2245.97   (feet)  ADJUSTED  
 OH0528  ___________________________________________________________________
 OH0528  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 OH0528  DYNAMIC HT  -         684.364 (meters)    2245.28  (feet)  COMP
 OH0528  MODELED GRAV-     980,289.2   (mgal)                       NAVD 88
 OH0528
 OH0528  VERT ORDER  -  SECOND    CLASS 0
 OH0528
 OH0528.The horizontal coordinates were scaled from a topographic map and have
 OH0528.an estimated accuracy of +/- 6 seconds.
 OH0528
 OH0528.The orthometric height was determined by differential leveling
 OH0528.and adjusted by the National Geodetic Survey in June 1991..
 OH0528
 OH0528.The geoid height was determined by GEOID03.
 OH0528
 OH0528.The dynamic height is computed by dividing the NAVD 88
 OH0528.geopotential number by the normal gravity value computed on the
 OH0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0528.degrees latitude (g = 980.6199 gals.).
 OH0528
 OH0528.The modeled gravity was interpolated from observed gravity values.
 OH0528
 OH0528;                    North         East    Units  Estimated Accuracy
 OH0528;SPC ID W     -   252,800.      721,550.      MT  (+/- 180 meters Scaled)
 OH0528
 OH0528                          SUPERSEDED SURVEY CONTROL
 OH0528
 OH0528  NGVD 29 (??/??/92)  683.637  (m)         2242.90   (f) ADJ UNCH    2 0
 OH0528
 OH0528.Superseded values are not recommended for survey control.
 OH0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0528.See file dsdata.txt to determine how the superseded data were derived.
 OH0528
 OH0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ218650(NAD 83)
 OH0528_MARKER: DB = BENCH MARK DISK
 OH0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0528_STAMPING: K 148 1935
 OH0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0528+STABILITY: SURFACE MOTION
 OH0528
 OH0528  HISTORY     - Date     Condition        Report By
 OH0528  HISTORY     - 1935     MONUMENTED       CGS
 OH0528  HISTORY     - 1971     GOOD             NGS
 OH0528
 OH0528                          STATION DESCRIPTION
 OH0528
 OH0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0528'5.0 MI NW FROM LETHA.
 OH0528'5.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD, FORMERLY THE
 OH0528'OREGON SHORT LINE RAILROAD FROM LETHA, 165 FEET SOUTHEAST OF MILEAGE
 OH0528'16.63, 86 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM HIGHWAY MILE POST
 OH0528'NO. 17, 70 FEET EAST OF A TELEPHONE POLE, 51 FEET NORTHEAST OF THE
 OH0528'CENTER OF STATE HIGHWAY 52, 46 FEET SOUTHWEST OF THE NEAREST RAIL OF
 OH0528'THE RAILROAD TRACKS, 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE,
 OH0528'AND 1 FOOT WEST OF A METAL WITNESS POST SET IN A 6-INCH SQUARE
 OH0528'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0206 ***********************************************************************
 OH0206  DESIGNATION -  K 149 RESET
 OH0206  PID         -  OH0206
 OH0206  STATE/COUNTY-  ID/BOISE
 OH0206  USGS QUAD   -  HORSESHOE BEND (1976)
 OH0206
 OH0206                         *CURRENT SURVEY CONTROL
 OH0206  ___________________________________________________________________
 OH0206* NAD 83(1986)-  43 59 50.     (N)    116 11 04.     (W)     SCALED    
 OH0206* NAVD 88     -       823.56   (meters)    2702.0    (feet)  RESET     
 OH0206  ___________________________________________________________________
 OH0206  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 OH0206
 OH0206  VERT ORDER  -  THIRD
 OH0206
 OH0206.The horizontal coordinates were scaled from a topographic map and have
 OH0206.an estimated accuracy of +/- 6 seconds.
 OH0206
 OH0206.The orthometric height was computed from unverified reset data.
 OH0206.No vertical observational check was made to the station.
 OH0206
 OH0206.The geoid height was determined by GEOID03.
 OH0206
 OH0206;                    North         East    Units  Estimated Accuracy
 OH0206;SPC ID W     -   258,980.      765,160.      MT  (+/- 180 meters Scaled)
 OH0206
 OH0206                          SUPERSEDED SURVEY CONTROL
 OH0206
 OH0206  NGVD 29 (??/??/??)  822.55   (m)         2698.6    (f) RESET       3  
 OH0206
 OH0206.Superseded values are not recommended for survey control.
 OH0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0206.See file dsdata.txt to determine how the superseded data were derived.
 OH0206
 OH0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ653718(NAD 83)
 OH0206_MARKER: DD = SURVEY DISK
 OH0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0206_SP_SET: CULVERT
 OH0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0206
 OH0206  HISTORY     - Date     Condition        Report By
 OH0206  HISTORY     - 1938     MONUMENTED       BPR
 OH0206  HISTORY     - 1938     GOOD             NGS
 OH0206
 OH0206                          STATION DESCRIPTION
 OH0206
 OH0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OH0206'1.7 MI N FROM GARDENA.
 OH0206'SET IN HEADWALL ON UPSTREAM END OF AN 18 FOOT CULVERT.  LOCATION OF
 OH0206'THE RESET BENCH MARK IS APPROX. 125 FT. UPSTREAM FROM THE ORIGINAL
 OH0206'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0446 ***********************************************************************
 PZ0446  DESIGNATION -  K 15
 PZ0446  PID         -  PZ0446
 PZ0446  STATE/COUNTY-  ID/CUSTER
 PZ0446  USGS QUAD   -  CHILLY BUTTES (1967)
 PZ0446
 PZ0446                         *CURRENT SURVEY CONTROL
 PZ0446  ___________________________________________________________________
 PZ0446* NAD 83(1986)-  44 02 51.     (N)    113 54 35.     (W)     SCALED    
 PZ0446* NAVD 88     -      1950.016  (meters)    6397.68   (feet)  ADJUSTED  
 PZ0446  ___________________________________________________________________
 PZ0446  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 PZ0446  DYNAMIC HT  -        1948.797 (meters)    6393.68  (feet)  COMP
 PZ0446  MODELED GRAV-     979,924.2   (mgal)                       NAVD 88
 PZ0446
 PZ0446  VERT ORDER  -  FIRST     CLASS II
 PZ0446
 PZ0446.The horizontal coordinates were scaled from a topographic map and have
 PZ0446.an estimated accuracy of +/- 6 seconds.
 PZ0446
 PZ0446.The orthometric height was determined by differential leveling
 PZ0446.and adjusted by the National Geodetic Survey in June 1991..
 PZ0446.WARNING-Repeat measurements at this control monument indicate possible
 PZ0446.vertical movement.
 PZ0446
 PZ0446.The geoid height was determined by GEOID03.
 PZ0446
 PZ0446.The dynamic height is computed by dividing the NAVD 88
 PZ0446.geopotential number by the normal gravity value computed on the
 PZ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0446.degrees latitude (g = 980.6199 gals.).
 PZ0446
 PZ0446.The modeled gravity was interpolated from observed gravity values.
 PZ0446
 PZ0446;                    North         East    Units  Estimated Accuracy
 PZ0446;SPC ID C     -   264,480.      507,240.      MT  (+/- 180 meters Scaled)
 PZ0446
 PZ0446                          SUPERSEDED SURVEY CONTROL
 PZ0446
 PZ0446  NGVD 29 (??/??/92) 1949.197  (m)         6394.99   (f) ADJ UNCH    1 2
 PZ0446
 PZ0446.Superseded values are not recommended for survey control.
 PZ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0446.See file dsdata.txt to determine how the superseded data were derived.
 PZ0446
 PZ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP668812(NAD 83)
 PZ0446_MARKER: DB = BENCH MARK DISK
 PZ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0446_STAMPING: K 15 1933 6395.076
 PZ0446_MARK LOGO: CGS   
 PZ0446_PROJECTION: PROJECTING 15 CENTIMETERS
 PZ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0446+STABILITY: SURFACE MOTION
 PZ0446
 PZ0446  HISTORY     - Date     Condition        Report By
 PZ0446  HISTORY     - 1933     MONUMENTED       CGS
 PZ0446  HISTORY     - 1955     GOOD             NGS
 PZ0446  HISTORY     - 1983     GOOD             NGS
 PZ0446  HISTORY     - 1984     GOOD             NGS
 PZ0446  HISTORY     - 1985     GOOD             NGS
 PZ0446
 PZ0446                          STATION DESCRIPTION
 PZ0446
 PZ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PZ0446'2.1 MI W FROM CHILLY.
 PZ0446'2.1 MILES WEST OF THE Y-ROAD 0.6 MILE SOUTH OF THE CHILLY POST OFFICE
 PZ0446'ON A FARM ROAD ROUGHLY PARALLELING THE BARTLETT POINT ROAD 1000 FEET
 PZ0446'TO THE NORTH, ABOUT 60 FEET WEST OF A BRIDGE OVER AN IRRIGATION DITCH,
 PZ0446'30 FEET NORTH OF THE CENTER LINE OF THE ROAD AND 25 FEET SOUTH OF THE
 PZ0446'DITCH.  IT IS SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8
 PZ0446'INCHES.  NOTE-- DRIVE WEST ON BARTLETT POINT ROAD FOR 1.0 MILES TO
 PZ0446'CURVE AND OLD ROAD STRAIGHT AHEAD, FOLLOW OLD ROAD FOR 1.0 MILES
 PZ0446'CROSSING IRRIGATION CANAL AND BENCH MARK ON THE RIGHT.
 PZ0446
 PZ0446                          STATION RECOVERY (1983)
 PZ0446
 PZ0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PZ0446'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 PZ0446'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0446'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST
 PZ0446'ALONG OLD STATE HIGHWAY 27, THENCE 3.45 KM (2.15 MI) SOUTHWEST
 PZ0446'ALONG BARTLETT POINT ROAD, THENCE 0.37 KM (0.25 MI) NORTH ALONG
 PZ0446'A FENCE LINE DIVIDING SECTIONS 1 AND 6, 0.25 KM (0.15 MI) NORTH
 PZ0446'OF SECTION CORNER S1, S6, S7, AND S12, 9.1 METERS (30 FT) NORTH
 PZ0446'OF THE CENTER OF A TRACK ROAD, 74.4 METERS (224 FT) WEST OF THE
 PZ0446'FENCE LINE AND 7.6 METERS (25 FT) SOUTH OF THE SOUTH EDGE OF
 PZ0446'AN IRRIGATION CANAL.
 PZ0446'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 PZ0446'THE MARK IS ABOVE LEVEL WITH THE TRACK ROAD.
 PZ0446
 PZ0446                          STATION RECOVERY (1984)
 PZ0446
 PZ0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0446'RECOVERED IN GOOD CONDITION.
 PZ0446
 PZ0446                          STATION RECOVERY (1985)
 PZ0446
 PZ0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0217 ***********************************************************************
 QB0217  DESIGNATION -  K 150
 QB0217  PID         -  QB0217
 QB0217  STATE/COUNTY-  ID/WASHINGTON
 QB0217  USGS QUAD   -  WEISER COVE (1952)
 QB0217
 QB0217                         *CURRENT SURVEY CONTROL
 QB0217  ___________________________________________________________________
 QB0217* NAD 83(1986)-  44 14 44.     (N)    116 47 23.     (W)     SCALED    
 QB0217* NAVD 88     -       673.409  (meters)    2209.34   (feet)  ADJUSTED  
 QB0217  ___________________________________________________________________
 QB0217  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 QB0217  DYNAMIC HT  -         673.216 (meters)    2208.71  (feet)  COMP
 QB0217  MODELED GRAV-     980,310.0   (mgal)                       NAVD 88
 QB0217
 QB0217  VERT ORDER  -  SECOND    CLASS 0
 QB0217
 QB0217.The horizontal coordinates were scaled from a topographic map and have
 QB0217.an estimated accuracy of +/- 6 seconds.
 QB0217
 QB0217.The orthometric height was determined by differential leveling
 QB0217.and adjusted by the National Geodetic Survey in June 1991..
 QB0217
 QB0217.The geoid height was determined by GEOID03.
 QB0217
 QB0217.The dynamic height is computed by dividing the NAVD 88
 QB0217.geopotential number by the normal gravity value computed on the
 QB0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0217.degrees latitude (g = 980.6199 gals.).
 QB0217
 QB0217.The modeled gravity was interpolated from observed gravity values.
 QB0217
 QB0217;                    North         East    Units  Estimated Accuracy
 QB0217;SPC ID W     -   287,000.      716,960.      MT  (+/- 180 meters Scaled)
 QB0217
 QB0217                          SUPERSEDED SURVEY CONTROL
 QB0217
 QB0217  NGVD 29 (??/??/92)  672.419  (m)         2206.09   (f) ADJ UNCH    2 0
 QB0217
 QB0217.Superseded values are not recommended for survey control.
 QB0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0217.See file dsdata.txt to determine how the superseded data were derived.
 QB0217
 QB0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ167991(NAD 83)
 QB0217_MARKER: DB = BENCH MARK DISK
 QB0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0217_STAMPING: K 150 1935
 QB0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0217+STABILITY: SURFACE MOTION
 QB0217
 QB0217  HISTORY     - Date     Condition        Report By
 QB0217  HISTORY     - 1935     MONUMENTED       CGS
 QB0217
 QB0217                          STATION DESCRIPTION
 QB0217
 QB0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0217'8.9 MI E FROM WEISER.
 QB0217'ABOUT 8.9 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0217'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 0.2 MILE NORTHEAST OF
 QB0217'UNION PACIFIC RAILROAD MILEPOST 9, ABOUT 170 YARDS WEST OF THE JOHN
 QB0217'BAKER RESIDENCE, 45 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, 24
 QB0217'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET WEST OF POLE
 QB0217'271, AND 1 FOOT SOUTHEAST OF THE FENCE.  A STANDARD DISK, STAMPED K
 QB0217'150 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0229 ***********************************************************************
 RA0229  DESIGNATION -  K 150
 RA0229  PID         -  RA0229
 RA0229  STATE/COUNTY-  ID/IDAHO
 RA0229  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA0229
 RA0229                         *CURRENT SURVEY CONTROL
 RA0229  ___________________________________________________________________
 RA0229* NAD 83(1986)-  45 25 30.     (N)    116 09 19.     (W)     SCALED    
 RA0229* NAVD 88     -       562.967  (meters)    1847.00   (feet)  ADJUSTED  
 RA0229  ___________________________________________________________________
 RA0229  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 RA0229  DYNAMIC HT  -         562.831 (meters)    1846.55  (feet)  COMP
 RA0229  MODELED GRAV-     980,359.0   (mgal)                       NAVD 88
 RA0229
 RA0229  VERT ORDER  -  SECOND    CLASS 0
 RA0229
 RA0229.The horizontal coordinates were scaled from a topographic map and have
 RA0229.an estimated accuracy of +/- 6 seconds.
 RA0229
 RA0229.The orthometric height was determined by differential leveling
 RA0229.and adjusted by the National Geodetic Survey in June 1991..
 RA0229
 RA0229.The geoid height was determined by GEOID03.
 RA0229
 RA0229.The dynamic height is computed by dividing the NAVD 88
 RA0229.geopotential number by the normal gravity value computed on the
 RA0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0229.degrees latitude (g = 980.6199 gals.).
 RA0229
 RA0229.The modeled gravity was interpolated from observed gravity values.
 RA0229
 RA0229;                    North         East    Units  Estimated Accuracy
 RA0229;SPC ID W     -   417,620.      768,280.      MT  (+/- 180 meters Scaled)
 RA0229
 RA0229                          SUPERSEDED SURVEY CONTROL
 RA0229
 RA0229  NGVD 29 (??/??/92)  561.893  (m)         1843.48   (f) ADJ UNCH    2 0
 RA0229
 RA0229.Superseded values are not recommended for survey control.
 RA0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0229.See file dsdata.txt to determine how the superseded data were derived.
 RA0229
 RA0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL660305(NAD 83)
 RA0229_MARKER: DD = SURVEY DISK
 RA0229_SETTING: 66 = SET IN ROCK OUTCROP
 RA0229_SP_SET: ROCK OUTCROP
 RA0229_STAMPING: K 150 1941
 RA0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0229+STABILITY: POSITION/ELEVATION WELL
 RA0229
 RA0229  HISTORY     - Date     Condition        Report By
 RA0229  HISTORY     - 1941     MONUMENTED       DOD
 RA0229  HISTORY     - 1945     GOOD             NGS
 RA0229  HISTORY     - 19950619 GOOD             USPSQD
 RA0229
 RA0229                          STATION DESCRIPTION
 RA0229
 RA0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0229'10.65 MI E FROM RIGGINS.
 RA0229'ALONG SALMON RIVER ROAD, 10.65 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0229'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), AT ROCK CUT, 128.0
 RA0229'FEET NORTH OF CENTER OF WEST END OF 1 FOOT CORRIGATED IRON PIPE
 RA0229'CULVERT UNDER THE ROAD, 64.0 FEET SOUTH OF NORTH END OF ROCK CUT,
 RA0229'100.0 FEET SOUTH OF AND ACROSS ROAD FROM NEAREST TREE OF A GROUP OF
 RA0229'PINE TREES, 11.0 FEET WEST OF CENTERLINE OF ROAD, SET IN TOP OF ROCK
 RA0229'OUTCROP ABOUT 2.0 FEET ABOVE ROAD.
 RA0229
 RA0229                          STATION RECOVERY (1995)
 RA0229
 RA0229'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0058 ***********************************************************************
 RZ0058  DESIGNATION -  K 151
 RZ0058  PID         -  RZ0058
 RZ0058  STATE/COUNTY-  ID/CLEARWATER
 RZ0058  USGS QUAD   -  MC GARY BUTTE (1994)
 RZ0058
 RZ0058                         *CURRENT SURVEY CONTROL
 RZ0058  ___________________________________________________________________
 RZ0058* NAD 83(1986)-  46 46 24.     (N)    116 15 14.     (W)     SCALED    
 RZ0058* NAVD 88     -       874.354  (meters)    2868.61   (feet)  ADJUSTED  
 RZ0058  ___________________________________________________________________
 RZ0058  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 RZ0058  DYNAMIC HT  -         874.266 (meters)    2868.32  (feet)  COMP
 RZ0058  MODELED GRAV-     980,484.9   (mgal)                       NAVD 88
 RZ0058
 RZ0058  VERT ORDER  -  SECOND    CLASS 0
 RZ0058
 RZ0058.The horizontal coordinates were scaled from a topographic map and have
 RZ0058.an estimated accuracy of +/- 6 seconds.
 RZ0058
 RZ0058.The orthometric height was determined by differential leveling
 RZ0058.and adjusted by the National Geodetic Survey in June 1991..
 RZ0058
 RZ0058.The geoid height was determined by GEOID03.
 RZ0058
 RZ0058.The dynamic height is computed by dividing the NAVD 88
 RZ0058.geopotential number by the normal gravity value computed on the
 RZ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0058.degrees latitude (g = 980.6199 gals.).
 RZ0058
 RZ0058.The modeled gravity was interpolated from observed gravity values.
 RZ0058
 RZ0058;                    North         East    Units  Estimated Accuracy
 RZ0058;SPC ID W     -   567,520.      761,520.      MT  (+/- 180 meters Scaled)
 RZ0058
 RZ0058                          SUPERSEDED SURVEY CONTROL
 RZ0058
 RZ0058  NGVD 29 (??/??/92)  873.232  (m)         2864.93   (f) ADJ UNCH    2 0
 RZ0058
 RZ0058.Superseded values are not recommended for survey control.
 RZ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0058.See file dsdata.txt to determine how the superseded data were derived.
 RZ0058
 RZ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM569802(NAD 83)
 RZ0058_MARKER: DB = BENCH MARK DISK
 RZ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0058_STAMPING: K-151 1935
 RZ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0058+STABILITY: SURFACE MOTION
 RZ0058
 RZ0058  HISTORY     - Date     Condition        Report By
 RZ0058  HISTORY     - 1935     MONUMENTED       CGS
 RZ0058  HISTORY     - 1959     MARK NOT FOUND   NGS
 RZ0058
 RZ0058                          STATION DESCRIPTION
 RZ0058
 RZ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0058'8.0 MI NW FROM ELK RIVER.
 RZ0058'8.0 MILES NORTHWEST OF, ALONG C.M.ST.P. AND P.RY. FROM STA.  3.3 MILES
 RZ0058'SOUTHEAST OF NEVA STATION.  SET ON NORTHSIDE OF TRACK AT SOUTHWEST
 RZ0058'SLOPE OF HILL WITH DENSE GROWTH OF RED FIR AND CEDAR TREES GROWING
 RZ0058'OVER IT, AT 11TH POLE SOUTHEAST OF MILE POST NO. 64.  ABOUT 0.4 MILE
 RZ0058'NORTHWEST OF SIDE SPUR TRACK USED TO LOAD LOGS.  ABOUT 0.4 MILE
 RZ0058'SOUTHEAST OF M.P. NO. 64.  45.6 FEET EAST OF NORTH END OF CONCRETE
 RZ0058'CULVERT NO. EE 2441.  38.4 FEET NORTHEAST OF CENTERLINE OF RAILROAD.
 RZ0058'20 FEET SOUTHEAST OF TELE.  POLE WITH GUY WIRE SUPPORT. 8.4 FEET NORTH
 RZ0058'OF SMALL RED FIR TREE.  ABOUT 1.5 FT. ABOVE LEVEL OF TRACK. TABLET SET
 RZ0058'IN PRECAST CONCRETE POST.
 RZ0058
 RZ0058                          STATION RECOVERY (1959)
 RZ0058
 RZ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RZ0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0520 ***********************************************************************
 RY0520  DESIGNATION -  K 152
 RY0520  PID         -  RY0520
 RY0520  STATE/COUNTY-  ID/CLEARWATER
 RY0520  USGS QUAD   -  PINCHOT BUTTE (1994)
 RY0520
 RY0520                         *CURRENT SURVEY CONTROL
 RY0520  ___________________________________________________________________
 RY0520* NAD 83(1986)-  46 53 04.     (N)    115 55 19.     (W)     SCALED    
 RY0520* NAVD 88     -       478.366  (meters)    1569.44   (feet)  ADJUSTED  
 RY0520  ___________________________________________________________________
 RY0520  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 RY0520  DYNAMIC HT  -         478.313 (meters)    1569.27  (feet)  COMP
 RY0520  MODELED GRAV-     980,490.8   (mgal)                       NAVD 88
 RY0520
 RY0520  VERT ORDER  -  SECOND    CLASS 0
 RY0520
 RY0520.The horizontal coordinates were scaled from a topographic map and have
 RY0520.an estimated accuracy of +/- 6 seconds.
 RY0520
 RY0520.The orthometric height was determined by differential leveling
 RY0520.and adjusted by the National Geodetic Survey in June 1991..
 RY0520
 RY0520.The geoid height was determined by GEOID03.
 RY0520
 RY0520.The dynamic height is computed by dividing the NAVD 88
 RY0520.geopotential number by the normal gravity value computed on the
 RY0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0520.degrees latitude (g = 980.6199 gals.).
 RY0520
 RY0520.The modeled gravity was interpolated from observed gravity values.
 RY0520
 RY0520;                    North         East    Units  Estimated Accuracy
 RY0520;SPC ID W     -   579,760.      786,900.      MT  (+/- 180 meters Scaled)
 RY0520
 RY0520                          SUPERSEDED SURVEY CONTROL
 RY0520
 RY0520  NGVD 29 (??/??/92)  477.212  (m)         1565.65   (f) ADJ UNCH    2 0
 RY0520
 RY0520.Superseded values are not recommended for survey control.
 RY0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0520.See file dsdata.txt to determine how the superseded data were derived.
 RY0520
 RY0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM821928(NAD 83)
 RY0520_MARKER: DB = BENCH MARK DISK
 RY0520_SETTING: 66 = SET IN ROCK OUTCROP
 RY0520_SP_SET: ROCK OUTCROP
 RY0520_STAMPING: K 152 1935
 RY0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0520+STABILITY: POSITION/ELEVATION WELL
 RY0520
 RY0520  HISTORY     - Date     Condition        Report By
 RY0520  HISTORY     - 1935     MONUMENTED       CGS
 RY0520  HISTORY     - 1959     MARK NOT FOUND   NGS
 RY0520
 RY0520                          STATION DESCRIPTION
 RY0520
 RY0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0520'0.5 MI W FROM BOEHLS CABIN.
 RY0520'ABOUT 0.5 MILE WEST ALONG THE STOCKING MEADOWS-GOAT MOUNTAIN TRAIL
 RY0520'FROM THE STEEL BRIDGE OVER BREAKFAST CREEK NEAR BOEHLS CABIN,
 RY0520'CLEARWATER COUNTY, ABOUT 0.8 MILE WEST OF BOEHLS CABIN, ABOUT 0.2 MILE
 RY0520'EAST OF A LOG CABIN, ON THE SOUTH SLOPE OF A RIDGE, ABOUT 125 FEET
 RY0520'EAST OF A SMALL SPRING, 15 FEET NORTH OF THE CENTER LINE OF THE TRAIL
 RY0520'AT A 14-INCH CEDAR TREE BEARING A TRIANGULAR BLAZE, 8 FEET SOUTH OF A
 RY0520'4-FOOT CEDAR TREE, IN THE TOP OF A ROCK OUTCROP, 0.8 FOOT NORTH OF THE
 RY0520'SOUTH EDGE, AND ABOUT 15 FEET HIGHER THAN THE TRAIL.  A STANDARD DISK,
 RY0520'STAMPED K 152 1935.
 RY0520
 RY0520                          STATION RECOVERY (1959)
 RY0520
 RY0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RY0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0566 ***********************************************************************
 RZ0566  DESIGNATION -  K 153
 RZ0566  PID         -  RZ0566
 RZ0566  STATE/COUNTY-  ID/LATAH
 RZ0566  USGS QUAD   -  DEARY (1994)
 RZ0566
 RZ0566                         *CURRENT SURVEY CONTROL
 RZ0566  ___________________________________________________________________
 RZ0566* NAD 83(1986)-  46 48 05.     (N)    116 33 43.     (W)     SCALED    
 RZ0566* NAVD 88     -       872.924  (meters)    2863.92   (feet)  ADJUSTED  
 RZ0566  ___________________________________________________________________
 RZ0566  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 RZ0566  DYNAMIC HT  -         872.852 (meters)    2863.68  (feet)  COMP
 RZ0566  MODELED GRAV-     980,501.4   (mgal)                       NAVD 88
 RZ0566
 RZ0566  VERT ORDER  -  SECOND    CLASS 0
 RZ0566
 RZ0566.The horizontal coordinates were scaled from a topographic map and have
 RZ0566.an estimated accuracy of +/- 6 seconds.
 RZ0566
 RZ0566.The orthometric height was determined by differential leveling
 RZ0566.and adjusted by the National Geodetic Survey in June 1991..
 RZ0566
 RZ0566.The geoid height was determined by GEOID03.
 RZ0566
 RZ0566.The dynamic height is computed by dividing the NAVD 88
 RZ0566.geopotential number by the normal gravity value computed on the
 RZ0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0566.degrees latitude (g = 980.6199 gals.).
 RZ0566
 RZ0566.The modeled gravity was interpolated from observed gravity values.
 RZ0566
 RZ0566;                    North         East    Units  Estimated Accuracy
 RZ0566;SPC ID W     -   570,840.      738,020.      MT  (+/- 180 meters Scaled)
 RZ0566
 RZ0566                          SUPERSEDED SURVEY CONTROL
 RZ0566
 RZ0566  NGVD 29 (??/??/92)  871.806  (m)         2860.25   (f) ADJ UNCH    2 0
 RZ0566
 RZ0566.Superseded values are not recommended for survey control.
 RZ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0566.See file dsdata.txt to determine how the superseded data were derived.
 RZ0566
 RZ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM334831(NAD 83)
 RZ0566_MARKER: DB = BENCH MARK DISK
 RZ0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0566_STAMPING: K 153 1935
 RZ0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0566+STABILITY: SURFACE MOTION
 RZ0566
 RZ0566  HISTORY     - Date     Condition        Report By
 RZ0566  HISTORY     - 1935     MONUMENTED       CGS
 RZ0566  HISTORY     - 1952     GOOD             NGS
 RZ0566
 RZ0566                          STATION DESCRIPTION
 RZ0566
 RZ0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RZ0566'IN DEARY.
 RZ0566'AT DEARY, AT THE WASHINGTON, IDAHO AND MONTANA RAILWAY STATION, 28.3
 RZ0566'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 19.6 FEET EAST
 RZ0566'OF THE SOUTH CORNER OF THE STATION, 3 FEET WEST OF A POWER LINE POLE,
 RZ0566'1.7 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 RZ0566'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0228 ***********************************************************************
 SV0228  DESIGNATION -  K 154
 SV0228  PID         -  SV0228
 SV0228  STATE/COUNTY-  ID/SHOSHONE
 SV0228  USGS QUAD   -  MARBLE CREEK (1995)
 SV0228
 SV0228                         *CURRENT SURVEY CONTROL
 SV0228  ___________________________________________________________________
 SV0228* NAD 83(1986)-  47 15 09.     (N)    116 02 03.     (W)     SCALED    
 SV0228* NAVD 88     -       702.460  (meters)    2304.65   (feet)  ADJUSTED  
 SV0228  ___________________________________________________________________
 SV0228  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 SV0228  DYNAMIC HT  -         702.430 (meters)    2304.56  (feet)  COMP
 SV0228  MODELED GRAV-     980,548.2   (mgal)                       NAVD 88
 SV0228
 SV0228  VERT ORDER  -  SECOND    CLASS 0
 SV0228
 SV0228.The horizontal coordinates were scaled from a topographic map and have
 SV0228.an estimated accuracy of +/- 6 seconds.
 SV0228
 SV0228.The orthometric height was determined by differential leveling
 SV0228.and adjusted by the National Geodetic Survey in June 1991..
 SV0228
 SV0228.The geoid height was determined by GEOID03.
 SV0228
 SV0228.The dynamic height is computed by dividing the NAVD 88
 SV0228.geopotential number by the normal gravity value computed on the
 SV0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0228.degrees latitude (g = 980.6199 gals.).
 SV0228
 SV0228.The modeled gravity was interpolated from observed gravity values.
 SV0228
 SV0228;                    North         East    Units  Estimated Accuracy
 SV0228;SPC ID W     -   620,700.      778,490.      MT  (+/- 180 meters Scaled)
 SV0228
 SV0228                          SUPERSEDED SURVEY CONTROL
 SV0228
 SV0228  NGVD 29 (??/??/92)  701.33   (m)         2300.9    (f) COMPUTED    2 0
 SV0228
 SV0228.Superseded values are not recommended for survey control.
 SV0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0228.See file dsdata.txt to determine how the superseded data were derived.
 SV0228
 SV0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN730336(NAD 83)
 SV0228_MARKER: DB = BENCH MARK DISK
 SV0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0228_STAMPING: K 154 1935
 SV0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0228+STABILITY: SURFACE MOTION
 SV0228
 SV0228  HISTORY     - Date     Condition        Report By
 SV0228  HISTORY     - 1935     MONUMENTED       CGS
 SV0228  HISTORY     - 1963     GOOD             NGS
 SV0228  HISTORY     - 1982     MARK NOT FOUND   USGS
 SV0228
 SV0228                          STATION DESCRIPTION
 SV0228
 SV0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0228'9.4 MI E FROM CALDER.
 SV0228'9.4 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0228'RAILROAD FROM THE STATION AT CALDER, AT THE VILLAGE OF MARBLE CREEK,
 SV0228'0.1 MILE EAST OF MILE POST NO. 1786, 77 FEET SOUTHWEST OF A FOREST
 SV0228'SERVICE SIGN, 63 FEET SOUTH OF THE CENTER OF THE RAILROAD TRACKS, 41
 SV0228'FEET NORTHWEST OF THE NORTHWEST CORNER OF MR. TED MCQUADES STORE, 26
 SV0228'FEET SOUTH OF A TELEPHONE POLE WITH STEPS ON IT AND 1 FOOT EAST OF A
 SV0228'6-INCH PINE TREE.  THE MONUMENT PROJECTS 4 INCHES.
 SV0228
 SV0228                          STATION RECOVERY (1982)
 SV0228
 SV0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SV0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0242 ***********************************************************************
 SV0242  DESIGNATION -  K 155
 SV0242  PID         -  SV0242
 SV0242  STATE/COUNTY-  ID/BENEWAH
 SV0242  USGS QUAD   -  CLARKIA (1995)
 SV0242
 SV0242                         *CURRENT SURVEY CONTROL
 SV0242  ___________________________________________________________________
 SV0242* NAD 83(1986)-  47 06 04.     (N)    116 22 24.     (W)     SCALED    
 SV0242* NAVD 88     -       827.794  (meters)    2715.85   (feet)  ADJUSTED  
 SV0242  ___________________________________________________________________
 SV0242  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 SV0242  DYNAMIC HT  -         827.746 (meters)    2715.70  (feet)  COMP
 SV0242  MODELED GRAV-     980,527.8   (mgal)                       NAVD 88
 SV0242
 SV0242  VERT ORDER  -  SECOND    CLASS 0
 SV0242
 SV0242.The horizontal coordinates were scaled from a topographic map and have
 SV0242.an estimated accuracy of +/- 6 seconds.
 SV0242
 SV0242.The orthometric height was determined by differential leveling
 SV0242.and adjusted by the National Geodetic Survey in June 1991..
 SV0242
 SV0242.The geoid height was determined by GEOID03.
 SV0242
 SV0242.The dynamic height is computed by dividing the NAVD 88
 SV0242.geopotential number by the normal gravity value computed on the
 SV0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0242.degrees latitude (g = 980.6199 gals.).
 SV0242
 SV0242.The modeled gravity was interpolated from observed gravity values.
 SV0242
 SV0242;                    North         East    Units  Estimated Accuracy
 SV0242;SPC ID W     -   604,020.      752,680.      MT  (+/- 180 meters Scaled)
 SV0242
 SV0242                          SUPERSEDED SURVEY CONTROL
 SV0242
 SV0242  NGVD 29 (??/??/92)  826.654  (m)         2712.11   (f) ADJ UNCH    2 0
 SV0242
 SV0242.Superseded values are not recommended for survey control.
 SV0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0242.See file dsdata.txt to determine how the superseded data were derived.
 SV0242
 SV0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN475165(NAD 83)
 SV0242_MARKER: DB = BENCH MARK DISK
 SV0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0242_STAMPING: K-155 1935
 SV0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0242+STABILITY: SURFACE MOTION
 SV0242
 SV0242  HISTORY     - Date     Condition        Report By
 SV0242  HISTORY     - 1935     MONUMENTED       CGS
 SV0242
 SV0242                          STATION DESCRIPTION
 SV0242
 SV0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0242'1.1 MI S FROM FERNWOOD.
 SV0242'1.1 MILE SOUTH OF, ALONG C.M.ST.P. AND P.R.R., FROM STATION 0.4 MILE
 SV0242'NORTH OF MILEPOST 28.  ABOUT 155 FEET NORTHWEST OF TELEPHONE POLE
 SV0242'MARKED EE 2137.  ABOUT 150 FEET NORTHWEST OF NORTHEAST END OF WOODEN
 SV0242'BOX CULVERT UNDER RAILROAD.  43.6 FEET NORTHEAST OF CENTERLINE OF
 SV0242'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC R.R..  28.7 FEET SOUTHWEST OF
 SV0242'CENTERLINE OF COUNTY ROAD.  6.6 FEET SOUTHWEST OF R/W FENCE.  2.2 FEET
 SV0242'NORTHEAST OF TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0563 ***********************************************************************
 SU0563  DESIGNATION -  K 156
 SU0563  PID         -  SU0563
 SU0563  STATE/COUNTY-  ID/SHOSHONE
 SU0563  USGS QUAD   -  FISHHOOK CREEK (1995)
 SU0563
 SU0563                         *CURRENT SURVEY CONTROL
 SU0563  ___________________________________________________________________
 SU0563* NAD 83(1986)-  47 13 35.     (N)    115 48 42.     (W)     SCALED    
 SU0563* NAVD 88     -      1057.875  (meters)    3470.71   (feet)  ADJUSTED  
 SU0563  ___________________________________________________________________
 SU0563  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 SU0563  DYNAMIC HT  -        1057.764 (meters)    3470.35  (feet)  COMP
 SU0563  MODELED GRAV-     980,472.8   (mgal)                       NAVD 88
 SU0563
 SU0563  VERT ORDER  -  SECOND    CLASS 0
 SU0563
 SU0563.The horizontal coordinates were scaled from a topographic map and have
 SU0563.an estimated accuracy of +/- 6 seconds.
 SU0563
 SU0563.The orthometric height was determined by differential leveling
 SU0563.and adjusted by the National Geodetic Survey in June 1991..
 SU0563
 SU0563.The geoid height was determined by GEOID03.
 SU0563
 SU0563.The dynamic height is computed by dividing the NAVD 88
 SU0563.geopotential number by the normal gravity value computed on the
 SU0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0563.degrees latitude (g = 980.6199 gals.).
 SU0563
 SU0563.The modeled gravity was interpolated from observed gravity values.
 SU0563
 SU0563;                    North         East    Units  Estimated Accuracy
 SU0563;SPC ID W     -   617,760.      795,330.      MT  (+/- 180 meters Scaled)
 SU0563
 SU0563                          SUPERSEDED SURVEY CONTROL
 SU0563
 SU0563  NGVD 29 (??/??/92) 1056.707  (m)         3466.88   (f) ADJ UNCH    2 0
 SU0563
 SU0563.Superseded values are not recommended for survey control.
 SU0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0563.See file dsdata.txt to determine how the superseded data were derived.
 SU0563
 SU0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN899310(NAD 83)
 SU0563_MARKER: DB = BENCH MARK DISK
 SU0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0563_STAMPING: K-156 1935
 SU0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0563+STABILITY: SURFACE MOTION
 SU0563
 SU0563  HISTORY     - Date     Condition        Report By
 SU0563  HISTORY     - 1935     MONUMENTED       CGS
 SU0563  HISTORY     - 1936     GOOD             NGS
 SU0563
 SU0563                          STATION DESCRIPTION
 SU0563
 SU0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SU0563'2.0 MI S FROM AVERY.
 SU0563'2.0 MILES SOUTH OF AVERY, ALONG ROAD TO JUG CAMP,FROM C.M.ST.P. AND
 SU0563'P.RY.STATION.  36 FT.WEST OF CENTERLIN OF ROAD TO JUG CAMP. 21.5 FT.
 SU0563'WEST OF WEST END OF METAL PIPE CULVERT, 1 FT. IN DIAMETER, UNDER ROAD
 SU0563'IN CENTER OF CURVE.  5 FT. ABOVE LEVEL OF ROAD. A BRONZE DISC SET IN
 SU0563'ROP OF PRECAST CONCRETE POST SET IN CENTER AND OUTSIDE OF CURVE, WHICH
 SU0563'CUTS BACK INTO SMALL DRAW OF EAST SLOPE OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0533 ***********************************************************************
 SU0533  DESIGNATION -  K 157
 SU0533  PID         -  SU0533
 SU0533  STATE/COUNTY-  ID/SHOSHONE
 SU0533  USGS QUAD   -  MONUMENTAL BUTTES (1995)
 SU0533
 SU0533                         *CURRENT SURVEY CONTROL
 SU0533  ___________________________________________________________________
 SU0533* NAD 83(1986)-  47 00 01.     (N)    115 50 55.     (W)     SCALED    
 SU0533* NAVD 88     -      1904.367  (meters)    6247.91   (feet)  ADJUSTED  
 SU0533  ___________________________________________________________________
 SU0533  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 SU0533  DYNAMIC HT  -        1903.896 (meters)    6246.37  (feet)  COMP
 SU0533  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 SU0533
 SU0533  VERT ORDER  -  SECOND    CLASS 0
 SU0533
 SU0533.The horizontal coordinates were scaled from a topographic map and have
 SU0533.an estimated accuracy of +/- 6 seconds.
 SU0533
 SU0533.The orthometric height was determined by differential leveling
 SU0533.and adjusted by the National Geodetic Survey in June 1991..
 SU0533
 SU0533.The geoid height was determined by GEOID03.
 SU0533
 SU0533.The dynamic height is computed by dividing the NAVD 88
 SU0533.geopotential number by the normal gravity value computed on the
 SU0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0533.degrees latitude (g = 980.6199 gals.).
 SU0533
 SU0533.The modeled gravity was interpolated from observed gravity values.
 SU0533
 SU0533;                    North         East    Units  Estimated Accuracy
 SU0533;SPC ID W     -   592,630.      792,500.      MT  (+/- 180 meters Scaled)
 SU0533
 SU0533                          SUPERSEDED SURVEY CONTROL
 SU0533
 SU0533  NGVD 29 (??/??/92) 1903.104  (m)         6243.77   (f) ADJ UNCH    2 0
 SU0533
 SU0533.Superseded values are not recommended for survey control.
 SU0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0533.See file dsdata.txt to determine how the superseded data were derived.
 SU0533
 SU0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN875058(NAD 83)
 SU0533_MARKER: DB = BENCH MARK DISK
 SU0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0533_STAMPING: K 157 1935
 SU0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0533+STABILITY: SURFACE MOTION
 SU0533
 SU0533  HISTORY     - Date     Condition        Report By
 SU0533  HISTORY     - 1935     MONUMENTED       CGS
 SU0533
 SU0533                          STATION DESCRIPTION
 SU0533
 SU0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0533'26.7 MI S FROM AVERY.
 SU0533'ABOUT 26.7 MILES SOUTH ALONG THE JUG CAMP ROAD FROM THE CHICAGO,
 SU0533'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT AVERY, SHOSHONE
 SU0533'COUNTY, ABOUT 0.8 MILE SOUTH OF THE JUNCTION OF THE ROAD LEADING SOUTH
 SU0533'TO GOAT MOUNTAIN LOOKOUT, 24.6 FEET NORTHWEST OF THE EAST END OF A
 SU0533'GALVANIZED IRON CULVERT, 13 FEET NORTHEAST OF A 24-INCH SPRUCE TREE
 SU0533'BEARING A TRIANGULAR BLAZE, AND 28.1 FEET EAST OF THE CENTER LINE OF
 SU0533'THE ROAD.  A STANDARD DISK, STAMPED K 157 1935 AND SET IN THE TOP OF A
 SU0533'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0327 ***********************************************************************
 QA0327  DESIGNATION -  K 158
 QA0327  PID         -  QA0327
 QA0327  STATE/COUNTY-  ID/BOISE
 QA0327  USGS QUAD   -  JACKSON PEAK (1972)
 QA0327
 QA0327                         *CURRENT SURVEY CONTROL
 QA0327  ___________________________________________________________________
 QA0327* NAD 83(1986)-  44 05 24.     (N)    115 29 04.     (W)     SCALED    
 QA0327* NAVD 88     -      1294.056  (meters)    4245.58   (feet)  ADJUSTED  
 QA0327  ___________________________________________________________________
 QA0327  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 QA0327  DYNAMIC HT  -        1293.412 (meters)    4243.47  (feet)  COMP
 QA0327  MODELED GRAV-     980,076.7   (mgal)                       NAVD 88
 QA0327
 QA0327  VERT ORDER  -  SECOND    CLASS 0
 QA0327
 QA0327.The horizontal coordinates were scaled from a topographic map and have
 QA0327.an estimated accuracy of +/- 6 seconds.
 QA0327
 QA0327.The orthometric height was determined by differential leveling
 QA0327.and adjusted by the National Geodetic Survey in June 1991..
 QA0327
 QA0327.The geoid height was determined by GEOID03.
 QA0327
 QA0327.The dynamic height is computed by dividing the NAVD 88
 QA0327.geopotential number by the normal gravity value computed on the
 QA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0327.degrees latitude (g = 980.6199 gals.).
 QA0327
 QA0327.The modeled gravity was interpolated from observed gravity values.
 QA0327
 QA0327;                    North         East    Units  Estimated Accuracy
 QA0327;SPC ID W     -   269,230.      821,270.      MT  (+/- 180 meters Scaled)
 QA0327
 QA0327                          SUPERSEDED SURVEY CONTROL
 QA0327
 QA0327  NGVD 29 (??/??/92) 1292.880  (m)         4241.72   (f) ADJ UNCH    2 0
 QA0327
 QA0327.Superseded values are not recommended for survey control.
 QA0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0327.See file dsdata.txt to determine how the superseded data were derived.
 QA0327
 QA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ213829(NAD 83)
 QA0327_MARKER: DB = BENCH MARK DISK
 QA0327_SETTING: 80 = SET IN A BOULDER
 QA0327_SP_SET: BOULDER
 QA0327_STAMPING: K 158 1935
 QA0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0327+STABILITY: SURFACE MOTION
 QA0327
 QA0327  HISTORY     - Date     Condition        Report By
 QA0327  HISTORY     - 1935     MONUMENTED       CGS
 QA0327  HISTORY     - 1960     GOOD             NGS
 QA0327
 QA0327                          STATION DESCRIPTION
 QA0327
 QA0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0327'8.75 MI E FROM LOWMAN.
 QA0327'8.75 MILES EAST ALONG STATE HIGHWAY 21 FROM THE SOUTH FORK LODGE AT
 QA0327'LOWMAN, 152 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF FENCE
 QA0327'CREEK, IN TOP OF A 4-BY 6-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT
 QA0327'ABOVE THE GROUND, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 QA0327'17 FEET NORTH-NORTHEAST OF A 20-INCH FIR TREE BEARING A TRIANGULAR
 QA0327'BLAZE, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0866 ***********************************************************************
 QA0866  DESIGNATION -  K 158 RESET
 QA0866  PID         -  QA0866
 QA0866  STATE/COUNTY-  ID/BOISE
 QA0866  USGS QUAD   -  JACKSON PEAK (1972)
 QA0866
 QA0866                         *CURRENT SURVEY CONTROL
 QA0866  ___________________________________________________________________
 QA0866* NAD 83(1986)-  44 05 24.     (N)    115 29 04.     (W)     SCALED    
 QA0866* NAVD 88     -      1292.70   (meters)    4241.1    (feet)  RESET     
 QA0866  ___________________________________________________________________
 QA0866  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 QA0866
 QA0866  VERT ORDER  -  THIRD
 QA0866
 QA0866.The horizontal coordinates were scaled from a topographic map and have
 QA0866.an estimated accuracy of +/- 6 seconds.
 QA0866
 QA0866.The orthometric height was computed from unverified reset data.
 QA0866.No vertical observational check was made to the station.
 QA0866
 QA0866.The geoid height was determined by GEOID03.
 QA0866
 QA0866;                    North         East    Units  Estimated Accuracy
 QA0866;SPC ID W     -   269,230.      821,270.      MT  (+/- 180 meters Scaled)
 QA0866
 QA0866                          SUPERSEDED SURVEY CONTROL
 QA0866
 QA0866  NGVD 29 (03/27/06) 1291.52   (m)         4237.3    (f) RESET       3  
 QA0866
 QA0866.Superseded values are not recommended for survey control.
 QA0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0866.See file dsdata.txt to determine how the superseded data were derived.
 QA0866
 QA0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ213829(NAD 83)
 QA0866_MARKER: DD = SURVEY DISK
 QA0866_SETTING: 80 = SET IN A BOULDER
 QA0866_SP_SET: BOULDER
 QA0866_STAMPING: K 158 RESET 1973
 QA0866_MARK LOGO: FHWA  
 QA0866_MAGNETIC: N = NO MAGNETIC MATERIAL
 QA0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0866+STABILITY: SURFACE MOTION
 QA0866
 QA0866  HISTORY     - Date     Condition        Report By
 QA0866  HISTORY     - 1973     MONUMENTED       FHWA
 QA0866
 QA0866                          STATION DESCRIPTION
 QA0866
 QA0866'DESCRIBED BY FEDERAL HIGHWAY ADMINISTRATION 1973
 QA0866'8.75 MILES (14.08 KM) EAST ALONG STATE HIGHWAY 21 FROM THE SOUTH FORK
 QA0866'LODGE IN LOWMAN, 191 FEET (58.2 M) SOUTH OF THE CENTER OF THE
 QA0866'CROSSING OF FENCE CREEK, MARK PROJECTS 0.4 FEET (12.2 CM) ABOVE
 QA0866'GROUND, 80 FEET (24.4 M) RIGHT OF THE CENTERLINE OF THE HIGHWAY,
 QA0866'WITNESSED BY A STEEL POST PROTRUDING OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0303 ***********************************************************************
 RA0303  DESIGNATION -  K 159
 RA0303  PID         -  RA0303
 RA0303  STATE/COUNTY-  ID/ADAMS
 RA0303  USGS QUAD   -  HOMESTEAD (1990)
 RA0303
 RA0303                         *CURRENT SURVEY CONTROL
 RA0303  ___________________________________________________________________
 RA0303* NAD 83(1986)-  45 06 44.     (N)    116 45 27.     (W)     SCALED    
 RA0303* NAVD 88     -       494.395  (meters)    1622.03   (feet)  ADJUSTED  
 RA0303  ___________________________________________________________________
 RA0303  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 RA0303  DYNAMIC HT  -         494.266 (meters)    1621.60  (feet)  COMP
 RA0303  MODELED GRAV-     980,341.9   (mgal)                       NAVD 88
 RA0303
 RA0303  VERT ORDER  -  SECOND    CLASS 0
 RA0303
 RA0303.The horizontal coordinates were scaled from a topographic map and have
 RA0303.an estimated accuracy of +/- 6 seconds.
 RA0303
 RA0303.The orthometric height was determined by differential leveling
 RA0303.and adjusted by the National Geodetic Survey in June 1991..
 RA0303
 RA0303.The geoid height was determined by GEOID03.
 RA0303
 RA0303.The dynamic height is computed by dividing the NAVD 88
 RA0303.geopotential number by the normal gravity value computed on the
 RA0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0303.degrees latitude (g = 980.6199 gals.).
 RA0303
 RA0303.The modeled gravity was interpolated from observed gravity values.
 RA0303
 RA0303;                    North         East    Units  Estimated Accuracy
 RA0303;SPC ID W     -   383,270.      720,720.      MT  (+/- 180 meters Scaled)
 RA0303
 RA0303                          SUPERSEDED SURVEY CONTROL
 RA0303
 RA0303  NGVD 29 (??/??/92)  493.345  (m)         1618.58   (f) ADJ UNCH    2 0
 RA0303
 RA0303.Superseded values are not recommended for survey control.
 RA0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0303.See file dsdata.txt to determine how the superseded data were derived.
 RA0303
 RA0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK190954(NAD 83)
 RA0303_MARKER: DD = SURVEY DISK
 RA0303_SETTING: 66 = SET IN ROCK OUTCROP
 RA0303_SP_SET: ROCK OUTCROP
 RA0303_STAMPING: K 159 1941
 RA0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0303+STABILITY: POSITION/ELEVATION WELL
 RA0303
 RA0303  HISTORY     - Date     Condition        Report By
 RA0303  HISTORY     - 1941     MONUMENTED       DOD
 RA0303  HISTORY     - 1946     GOOD             NGS
 RA0303
 RA0303                          STATION DESCRIPTION
 RA0303
 RA0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0303'7.85 MI NE FROM HOMESTEAD, OR.
 RA0303'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0303'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0303'LEDGE MINE ROAD, THENCE 5.65 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0303'ROAD, BENCH MARK IS ON A HUGE ROCK OUTCROP BETWEEN THE ROAD AND THE
 RA0303'SNAKE RIVER AND DIRECTLY ACROSS THE ROAD FROM THE HIGHEST POINT OF A
 RA0303'HIGH ROCK CLIFF, 0.1 MILE SOUTHWEST OF A LONE 2 1/2 FOOT PINE TREE,
 RA0303'101.0 FEET SOUTHWEST OF A SHORT CUT THROUG A ROCK POINT, 37.0 FEET
 RA0303'NORTHWEST OF CENTER OF ROAD, 5.2 FEET SOUTHEAST OF THE NORTHWEST EDGE
 RA0303'OF THE OUTCROP, U.S. ARMY ENGINEERS BRONZE DISK SET IN TOP OF AND 6.6
 RA0303'FEET NORTHWEST OF THE HIGHEST POINT OF A HUGE ROCK OUTCROP, ABOUT 2
 RA0303'FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0150 ***********************************************************************
 OH0150  DESIGNATION -  K 159
 OH0150  PID         -  OH0150
 OH0150  STATE/COUNTY-  ID/ADA
 OH0150  USGS QUAD   -  PEARL (1985)
 OH0150
 OH0150                         *CURRENT SURVEY CONTROL
 OH0150  ___________________________________________________________________
 OH0150* NAD 83(1986)-  43 46 00.     (N)    116 15 55.     (W)     SCALED    
 OH0150* NAVD 88     -       969.918  (meters)    3182.14   (feet)  ADJUSTED  
 OH0150  ___________________________________________________________________
 OH0150  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 OH0150  DYNAMIC HT  -         969.537 (meters)    3180.89  (feet)  COMP
 OH0150  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 OH0150
 OH0150  VERT ORDER  -  SECOND    CLASS 0
 OH0150
 OH0150.The horizontal coordinates were scaled from a topographic map and have
 OH0150.an estimated accuracy of +/- 6 seconds.
 OH0150
 OH0150.The orthometric height was determined by differential leveling
 OH0150.and adjusted by the National Geodetic Survey in June 1991..
 OH0150
 OH0150.The geoid height was determined by GEOID03.
 OH0150
 OH0150.The dynamic height is computed by dividing the NAVD 88
 OH0150.geopotential number by the normal gravity value computed on the
 OH0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0150.degrees latitude (g = 980.6199 gals.).
 OH0150
 OH0150.The modeled gravity was interpolated from observed gravity values.
 OH0150
 OH0150;                    North         East    Units  Estimated Accuracy
 OH0150;SPC ID W     -   233,400.      758,510.      MT  (+/- 180 meters Scaled)
 OH0150
 OH0150                          SUPERSEDED SURVEY CONTROL
 OH0150
 OH0150  NGVD 29 (??/??/92)  968.941  (m)         3178.93   (f) ADJ UNCH    2 0
 OH0150
 OH0150.Superseded values are not recommended for survey control.
 OH0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0150.See file dsdata.txt to determine how the superseded data were derived.
 OH0150
 OH0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ591462(NAD 83)
 OH0150_MARKER: DB = BENCH MARK DISK
 OH0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0150_STAMPING: K 159 1935
 OH0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0150+STABILITY: SURFACE MOTION
 OH0150
 OH0150  HISTORY     - Date     Condition        Report By
 OH0150  HISTORY     - 1935     MONUMENTED       CGS
 OH0150  HISTORY     - 1962     GOOD             NGS
 OH0150
 OH0150                          STATION DESCRIPTION
 OH0150
 OH0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OH0150'13.6 MI S FROM HORSE SHOE BEND.
 OH0150'REACHED FROM THE POST OFFICE AT HORSE SHOE BEND GO SOUTH ON STATE
 OH0150'HIGHWAY 15 FOR ABOUT 13.6 MILES, THIS IS ABOUT 1.7 MILES SOUTH OF THE
 OH0150'BOISE-ADA COUNTY LINE, 14.7 MILES NORTHWEST OF THE POST OFFICE AT
 OH0150'BOISE, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT THE
 OH0150'SAME ELEVATION, ACROSS THE HIGHWAY FROM ABOUT THE CENTER OF A 20-FOOT
 OH0150'CUT BANK, 1 FOOT WEST OF THE EAST RIGHT OF WAY FENCE, 22 FEET
 OH0150'SOUTHEAST OF A HIGHWAY SIGN IDAHO 15, AND 0.5 FOOT WEST OF A METAL
 OH0150'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0006 ***********************************************************************
 QA0006  DESIGNATION -  K 16
 QA0006  PID         -  QA0006
 QA0006  STATE/COUNTY-  ID/CUSTER
 QA0006  USGS QUAD   -  CHALLIS (1989)
 QA0006
 QA0006                         *CURRENT SURVEY CONTROL
 QA0006  ___________________________________________________________________
 QA0006* NAD 83(1986)-  44 33 15.     (N)    114 11 54.     (W)     SCALED    
 QA0006* NAVD 88     -      1492.526  (meters)    4896.73   (feet)  ADJUSTED  
 QA0006  ___________________________________________________________________
 QA0006  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 QA0006  DYNAMIC HT  -        1491.778 (meters)    4894.27  (feet)  COMP
 QA0006  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 QA0006
 QA0006  VERT ORDER  -  FIRST     CLASS II
 QA0006
 QA0006.The horizontal coordinates were scaled from a topographic map and have
 QA0006.an estimated accuracy of +/- 6 seconds.
 QA0006
 QA0006.The orthometric height was determined by differential leveling
 QA0006.and adjusted by the National Geodetic Survey in June 1991..
 QA0006
 QA0006.The geoid height was determined by GEOID03.
 QA0006
 QA0006.The dynamic height is computed by dividing the NAVD 88
 QA0006.geopotential number by the normal gravity value computed on the
 QA0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0006.degrees latitude (g = 980.6199 gals.).
 QA0006
 QA0006.The modeled gravity was interpolated from observed gravity values.
 QA0006
 QA0006;                    North         East    Units  Estimated Accuracy
 QA0006;SPC ID C     -   320,790.      484,240.      MT  (+/- 180 meters Scaled)
 QA0006
 QA0006                          SUPERSEDED SURVEY CONTROL
 QA0006
 QA0006  NGVD 29 (??/??/92) 1491.313  (m)         4892.75   (f) ADJ UNCH    1 2
 QA0006
 QA0006.Superseded values are not recommended for survey control.
 QA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0006.See file dsdata.txt to determine how the superseded data were derived.
 QA0006
 QA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK225372(NAD 83)
 QA0006_MARKER: DB = BENCH MARK DISK
 QA0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0006_STAMPING: 4892.818 K 16 1933
 QA0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0006+STABILITY: SURFACE MOTION
 QA0006
 QA0006  HISTORY     - Date     Condition        Report By
 QA0006  HISTORY     - 1933     MONUMENTED       CGS
 QA0006
 QA0006                          STATION DESCRIPTION
 QA0006
 QA0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QA0006'4.4 MI NE FROM CHALLIS.
 QA0006'4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 93 FROM CHALLIS, CUSTER COUNTY,
 QA0006'AT PHILLIPS PLACE, 300 FEET SOUTHWEST OF THE TWO-STORY HOUSE, 130 FEET
 QA0006'SOUTH OF A STREAM CROSSING, 50 FEET SOUTH OF A DRIVEWAY, 50 FEET EAST
 QA0006'OF THE CENTER LINE OF THE HIGHWAY, AND 20 FEET NORTHWEST OF AN
 QA0006'IRRIGATION DITCH.  A STANDARD DISK, STAMPED 4892.818 K 16 1933 AND SET
 QA0006'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0377 ***********************************************************************
 QA0377  DESIGNATION -  K 160
 QA0377  PID         -  QA0377
 QA0377  STATE/COUNTY-  ID/CUSTER
 QA0377  USGS QUAD   -  ELK MEADOW (1972)
 QA0377
 QA0377                         *CURRENT SURVEY CONTROL
 QA0377  ___________________________________________________________________
 QA0377* NAD 83(1986)-  44 15 08.     (N)    115 00 31.     (W)     SCALED    
 QA0377* NAVD 88     -      1946.070  (meters)    6384.73   (feet)  ADJUSTED  
 QA0377  ___________________________________________________________________
 QA0377  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 QA0377  DYNAMIC HT  -        1944.892 (meters)    6380.87  (feet)  COMP
 QA0377  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 QA0377
 QA0377  VERT ORDER  -  SECOND    CLASS 0
 QA0377
 QA0377.The horizontal coordinates were scaled from a topographic map and have
 QA0377.an estimated accuracy of +/- 6 seconds.
 QA0377
 QA0377.The orthometric height was determined by differential leveling
 QA0377.and adjusted by the National Geodetic Survey in June 1991..
 QA0377
 QA0377.The geoid height was determined by GEOID03.
 QA0377
 QA0377.The dynamic height is computed by dividing the NAVD 88
 QA0377.geopotential number by the normal gravity value computed on the
 QA0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0377.degrees latitude (g = 980.6199 gals.).
 QA0377
 QA0377.The modeled gravity was interpolated from observed gravity values.
 QA0377
 QA0377;                    North         East    Units  Estimated Accuracy
 QA0377;SPC ID C     -   287,710.      419,450.      MT  (+/- 180 meters Scaled)
 QA0377
 QA0377                          SUPERSEDED SURVEY CONTROL
 QA0377
 QA0377  NGVD 29 (??/??/92) 1944.783  (m)         6380.51   (f) ADJ UNCH    2 0
 QA0377
 QA0377.Superseded values are not recommended for survey control.
 QA0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0377.See file dsdata.txt to determine how the superseded data were derived.
 QA0377
 QA0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK589018(NAD 83)
 QA0377_MARKER: DB = BENCH MARK DISK
 QA0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0377_STAMPING: K 160 1935
 QA0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0377+STABILITY: SURFACE MOTION
 QA0377
 QA0377  HISTORY     - Date     Condition        Report By
 QA0377  HISTORY     - 1935     MONUMENTED       CGS
 QA0377  HISTORY     - 1960     GOOD             NGS
 QA0377  HISTORY     - 1972     GOOD             USGS
 QA0377
 QA0377                          STATION DESCRIPTION
 QA0377
 QA0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0377'4.75 MI W FROM STANLEY.
 QA0377'4.75 MILES WEST ALONG THE STANLEY LAKE HIGHWAY FROM THE POST OFFICE AT
 QA0377'STANLEY, 0.2 MILE WEST-NORTHWEST OF THE JUNCTION OF THE
 QA0377'STANLEY-LANDMARK ROAD, AT THE SOUTH-SOUTHWEST SIDE OF A TRIANGLE
 QA0377'FORMED BY TWO ROADS LEADING TO THE STANLEY-LANDMARK ROAD, 34 1/2 FEET
 QA0377'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT
 QA0377'NORTH-NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 QA0377'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 QA0377'GROUND.
 QA0377
 QA0377                          STATION RECOVERY (1972)
 QA0377
 QA0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0727 ***********************************************************************
 OZ0727  DESIGNATION -  K 161
 OZ0727  PID         -  OZ0727
 OZ0727  STATE/COUNTY-  ID/BOISE
 OZ0727  USGS QUAD   -  ARROWROCK RESERVOIR (1969)
 OZ0727
 OZ0727                         *CURRENT SURVEY CONTROL
 OZ0727  ___________________________________________________________________
 OZ0727* NAD 83(1986)-  43 37 40.     (N)    115 49 16.     (W)     SCALED    
 OZ0727* NAVD 88     -       980.812  (meters)    3217.88   (feet)  ADJUSTED  
 OZ0727  ___________________________________________________________________
 OZ0727  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 OZ0727  DYNAMIC HT  -         980.320 (meters)    3216.27  (feet)  COMP
 OZ0727  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 OZ0727
 OZ0727  VERT ORDER  -  SECOND    CLASS 0
 OZ0727
 OZ0727.The horizontal coordinates were scaled from a topographic map and have
 OZ0727.an estimated accuracy of +/- 6 seconds.
 OZ0727
 OZ0727.The orthometric height was determined by differential leveling
 OZ0727.and adjusted by the National Geodetic Survey in June 1991..
 OZ0727
 OZ0727.The geoid height was determined by GEOID03.
 OZ0727
 OZ0727.The dynamic height is computed by dividing the NAVD 88
 OZ0727.geopotential number by the normal gravity value computed on the
 OZ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0727.degrees latitude (g = 980.6199 gals.).
 OZ0727
 OZ0727.The modeled gravity was interpolated from observed gravity values.
 OZ0727
 OZ0727;                    North         East    Units  Estimated Accuracy
 OZ0727;SPC ID W     -   217,840.      794,260.      MT  (+/- 180 meters Scaled)
 OZ0727
 OZ0727                          SUPERSEDED SURVEY CONTROL
 OZ0727
 OZ0727  NGVD 29 (??/??/92)  979.717  (m)         3214.29   (f) ADJ UNCH    2 0
 OZ0727
 OZ0727.Superseded values are not recommended for survey control.
 OZ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0727.See file dsdata.txt to determine how the superseded data were derived.
 OZ0727
 OZ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ951312(NAD 83)
 OZ0727_MARKER: DB = BENCH MARK DISK
 OZ0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0727_SP_SET: BRIDGE
 OZ0727_STAMPING: K 161 1935
 OZ0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0727
 OZ0727  HISTORY     - Date     Condition        Report By
 OZ0727  HISTORY     - 1935     MONUMENTED       CGS
 OZ0727  HISTORY     - 1969     MARK NOT FOUND   USGS
 OZ0727
 OZ0727                          STATION DESCRIPTION
 OZ0727
 OZ0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0727'0.9 MI E FROM COTTONWOOD RANGER STATION.
 OZ0727'ABOUT 0.9 MILE EAST ALONG THE LONG GULCH RANGER STATION ROAD FROM
 OZ0727'COTTONWOOD RANGER STATION, BOISE COUNTY, IN THE TOP OF THE SOUTH WING
 OZ0727'WALL OF A CONCRETE BRIDGE OVER COTTONWOOD CREEK, AND 60 FEET SOUTHWEST
 OZ0727'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED K 161 1935.
 OZ0727
 OZ0727                          STATION RECOVERY (1969)
 OZ0727
 OZ0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OZ0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0708 ***********************************************************************
 OZ0708  DESIGNATION -  K 162
 OZ0708  PID         -  OZ0708
 OZ0708  STATE/COUNTY-  ID/ELMORE
 OZ0708  USGS QUAD   -  LONG GULCH (1964)
 OZ0708
 OZ0708                         *CURRENT SURVEY CONTROL
 OZ0708  ___________________________________________________________________
 OZ0708* NAD 83(1986)-  43 33 25.     (N)    115 38 48.     (W)     SCALED    
 OZ0708* NAVD 88     -      1314.690  (meters)    4313.28   (feet)  ADJUSTED  
 OZ0708  ___________________________________________________________________
 OZ0708  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 OZ0708  DYNAMIC HT  -        1314.031 (meters)    4311.12  (feet)  COMP
 OZ0708  MODELED GRAV-     980,072.8   (mgal)                       NAVD 88
 OZ0708
 OZ0708  VERT ORDER  -  SECOND    CLASS 0
 OZ0708
 OZ0708.The horizontal coordinates were scaled from a topographic map and have
 OZ0708.an estimated accuracy of +/- 6 seconds.
 OZ0708
 OZ0708.The orthometric height was determined by differential leveling
 OZ0708.and adjusted by the National Geodetic Survey in June 1991..
 OZ0708
 OZ0708.The geoid height was determined by GEOID03.
 OZ0708
 OZ0708.The dynamic height is computed by dividing the NAVD 88
 OZ0708.geopotential number by the normal gravity value computed on the
 OZ0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0708.degrees latitude (g = 980.6199 gals.).
 OZ0708
 OZ0708.The modeled gravity was interpolated from observed gravity values.
 OZ0708
 OZ0708;                    North         East    Units  Estimated Accuracy
 OZ0708;SPC ID W     -   209,970.      808,350.      MT  (+/- 180 meters Scaled)
 OZ0708
 OZ0708                          SUPERSEDED SURVEY CONTROL
 OZ0708
 OZ0708  NGVD 29 (??/??/92) 1313.627  (m)         4309.79   (f) ADJ UNCH    2 0
 OZ0708
 OZ0708.Superseded values are not recommended for survey control.
 OZ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0708.See file dsdata.txt to determine how the superseded data were derived.
 OZ0708
 OZ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ093235(NAD 83)
 OZ0708_MARKER: DB = BENCH MARK DISK
 OZ0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0708_STAMPING: K 162 1935
 OZ0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0708+STABILITY: SURFACE MOTION
 OZ0708
 OZ0708  HISTORY     - Date     Condition        Report By
 OZ0708  HISTORY     - 1935     MONUMENTED       CGS
 OZ0708
 OZ0708                          STATION DESCRIPTION
 OZ0708
 OZ0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0708'1.0 MI E FROM LONG GULCH RANGER STATION.
 OZ0708'ABOUT 1.0 MILE EAST ALONG THE PINE RANGER STATION ROAD FROM LONG GULCH
 OZ0708'RANGER STATION, ELMORE COUNTY, ABOUT 210 FEET EAST OF A WOODEN BRIDGE
 OZ0708'OVER TIMBER CREEK, ABOUT 210 FEET EAST OF THE NORTHEAST CORNER OF A
 OZ0708'FENCE, AND 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 OZ0708'DISK, STAMPED K 162 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0475 ***********************************************************************
 OZ0475  DESIGNATION -  K 163
 OZ0475  PID         -  OZ0475
 OZ0475  STATE/COUNTY-  ID/ELMORE
 OZ0475  USGS QUAD   -  PINE (1973)
 OZ0475
 OZ0475                         *CURRENT SURVEY CONTROL
 OZ0475  ___________________________________________________________________
 OZ0475* NAD 83(1986)-  43 28 19.     (N)    115 22 22.     (W)     SCALED    
 OZ0475* NAVD 88     -      1544.980  (meters)    5068.82   (feet)  ADJUSTED  
 OZ0475  ___________________________________________________________________
 OZ0475  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 OZ0475  DYNAMIC HT  -        1544.067 (meters)    5065.83  (feet)  COMP
 OZ0475  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 OZ0475
 OZ0475  VERT ORDER  -  SECOND    CLASS 0
 OZ0475
 OZ0475.The horizontal coordinates were scaled from a topographic map and have
 OZ0475.an estimated accuracy of +/- 6 seconds.
 OZ0475
 OZ0475.The orthometric height was determined by differential leveling
 OZ0475.and adjusted by the National Geodetic Survey in June 1991..
 OZ0475
 OZ0475.The geoid height was determined by GEOID03.
 OZ0475
 OZ0475.The dynamic height is computed by dividing the NAVD 88
 OZ0475.geopotential number by the normal gravity value computed on the
 OZ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0475.degrees latitude (g = 980.6199 gals.).
 OZ0475
 OZ0475.The modeled gravity was interpolated from observed gravity values.
 OZ0475
 OZ0475;                    North         East    Units  Estimated Accuracy
 OZ0475;SPC ID W     -   200,590.      830,520.      MT  (+/- 180 meters Scaled)
 OZ0475
 OZ0475                          SUPERSEDED SURVEY CONTROL
 OZ0475
 OZ0475  NGVD 29 (??/??/92) 1543.832  (m)         5065.06   (f) ADJ UNCH    2 0
 OZ0475
 OZ0475.Superseded values are not recommended for survey control.
 OZ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0475.See file dsdata.txt to determine how the superseded data were derived.
 OZ0475
 OZ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ316145(NAD 83)
 OZ0475_MARKER: DB = BENCH MARK DISK
 OZ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0475_STAMPING: K 163 1935
 OZ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0475+STABILITY: SURFACE MOTION
 OZ0475
 OZ0475  HISTORY     - Date     Condition        Report By
 OZ0475  HISTORY     - 1935     MONUMENTED       CGS
 OZ0475  HISTORY     - 1973     MARK NOT FOUND   USGS
 OZ0475
 OZ0475                          STATION DESCRIPTION
 OZ0475
 OZ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0475'3.2 MI NW FROM LESTER CREEK RANGER STATION.
 OZ0475'ABOUT 3.2 MILES NORTHWEST ALONG THE LONG GULCH ROAD FROM LESTER CREEK
 OZ0475'RANGER STATION, ELMORE COUNTY, ABOUT 0.8 MILE WEST OF A WOODEN BRIDGE
 OZ0475'OVER CAMP CREEK, ABOUT 150 FEET WEST OF A SMALL WOODEN BRIDGE, 30 FEET
 OZ0475'NORTH OF THE CREEK, AND 25.5 FEET SOUTH OF THE CENTER LINE OF THE
 OZ0475'ROAD.  A STANDARD DISK, STAMPED K 163 1935 AND SET IN THE TOP OF A
 OZ0475'CONCRETE POST.
 OZ0475
 OZ0475                          STATION RECOVERY (1973)
 OZ0475
 OZ0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 OZ0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0559 ***********************************************************************
 NU0559  DESIGNATION -  K 164
 NU0559  PID         -  NU0559
 NU0559  STATE/COUNTY-  ID/POWER
 NU0559  USGS QUAD   -  AMERICAN FALLS SW (1971)
 NU0559
 NU0559                         *CURRENT SURVEY CONTROL
 NU0559  ___________________________________________________________________
 NU0559* NAD 83(1986)-  42 45 42.     (N)    112 55 14.     (W)     SCALED    
 NU0559* NAVD 88     -      1342.691  (meters)    4405.15   (feet)  ADJUSTED  
 NU0559  ___________________________________________________________________
 NU0559  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 NU0559  DYNAMIC HT  -        1341.930 (meters)    4402.65  (feet)  COMP
 NU0559  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 NU0559
 NU0559  VERT ORDER  -  FIRST     CLASS II
 NU0559
 NU0559.The horizontal coordinates were scaled from a topographic map and have
 NU0559.an estimated accuracy of +/- 6 seconds.
 NU0559
 NU0559.The orthometric height was determined by differential leveling
 NU0559.and adjusted by the National Geodetic Survey in June 1991..
 NU0559
 NU0559.The geoid height was determined by GEOID03.
 NU0559
 NU0559.The dynamic height is computed by dividing the NAVD 88
 NU0559.geopotential number by the normal gravity value computed on the
 NU0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0559.degrees latitude (g = 980.6199 gals.).
 NU0559
 NU0559.The modeled gravity was interpolated from observed gravity values.
 NU0559
 NU0559;                    North         East    Units  Estimated Accuracy
 NU0559;SPC ID E     -   121,900.      138,290.      MT  (+/- 180 meters Scaled)
 NU0559
 NU0559                          SUPERSEDED SURVEY CONTROL
 NU0559
 NU0559  NGVD 29 (??/??/92) 1341.680  (m)         4401.83   (f) ADJ UNCH    1 2
 NU0559
 NU0559.Superseded values are not recommended for survey control.
 NU0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0559.See file dsdata.txt to determine how the superseded data were derived.
 NU0559
 NU0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN428361(NAD 83)
 NU0559_MARKER: DB = BENCH MARK DISK
 NU0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0559_STAMPING: K 164 1941
 NU0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0559+STABILITY: SURFACE MOTION
 NU0559
 NU0559  HISTORY     - Date     Condition        Report By
 NU0559  HISTORY     - 1941     MONUMENTED       CGS
 NU0559  HISTORY     - 1971     GOOD             USGS
 NU0559
 NU0559                          STATION DESCRIPTION
 NU0559
 NU0559'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NU0559'4.1 MI W FROM AMERICAN FALLS.
 NU0559'4.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0559'AMERICAN FALLS, 7 POLES WEST OF THE STATION SIGN AT BORAH, 12 POLES
 NU0559'EAST OF MILEPOST 243, 90 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 4
 NU0559'FEET SOUTH OF A FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  SET IN
 NU0559'TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD HAS BUILT A FIRE TRAIL
 NU0559'WHERE THE BM SHOULD BE AND IT CAN BE ASSUMED THAT THE BM IS DESTROYED
 NU0559'OR COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0794 ***********************************************************************
 NU0794  DESIGNATION -  K 165
 NU0794  PID         -  NU0794
 NU0794  STATE/COUNTY-  ID/BLAINE
 NU0794  USGS QUAD   -  LAKE WALCOTT WEST (1984)
 NU0794
 NU0794                         *CURRENT SURVEY CONTROL
 NU0794  ___________________________________________________________________
 NU0794* NAD 83(1986)-  42 44 26.     (N)    113 25 30.     (W)     SCALED    
 NU0794* NAVD 88     -      1318.131  (meters)    4324.57   (feet)  ADJUSTED  
 NU0794  ___________________________________________________________________
 NU0794  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 NU0794  DYNAMIC HT  -        1317.387 (meters)    4322.13  (feet)  COMP
 NU0794  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 NU0794
 NU0794  VERT ORDER  -  FIRST     CLASS II
 NU0794
 NU0794.The horizontal coordinates were scaled from a topographic map and have
 NU0794.an estimated accuracy of +/- 6 seconds.
 NU0794
 NU0794.The orthometric height was determined by differential leveling
 NU0794.and adjusted by the National Geodetic Survey in June 1991..
 NU0794
 NU0794.The geoid height was determined by GEOID03.
 NU0794
 NU0794.The dynamic height is computed by dividing the NAVD 88
 NU0794.geopotential number by the normal gravity value computed on the
 NU0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0794.degrees latitude (g = 980.6199 gals.).
 NU0794
 NU0794.The modeled gravity was interpolated from observed gravity values.
 NU0794
 NU0794;                    North         East    Units  Estimated Accuracy
 NU0794;SPC ID C     -   119,440.      547,080.      MT  (+/- 180 meters Scaled)
 NU0794
 NU0794                          SUPERSEDED SURVEY CONTROL
 NU0794
 NU0794  NGVD 29 (??/??/92) 1317.148  (m)         4321.34   (f) ADJ UNCH    1 2
 NU0794
 NU0794.Superseded values are not recommended for survey control.
 NU0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0794.See file dsdata.txt to determine how the superseded data were derived.
 NU0794
 NU0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN015348(NAD 83)
 NU0794_MARKER: DB = BENCH MARK DISK
 NU0794_SETTING: 66 = SET IN ROCK OUTCROP
 NU0794_SP_SET: LAVA ROCK
 NU0794_STAMPING: K 165 1941
 NU0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0794+STABILITY: POSITION/ELEVATION WELL
 NU0794
 NU0794  HISTORY     - Date     Condition        Report By
 NU0794  HISTORY     - 1941     MONUMENTED       CGS
 NU0794  HISTORY     - 1957     GOOD             USGS
 NU0794
 NU0794                          STATION DESCRIPTION
 NU0794
 NU0794'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0794'3.5 MI E FROM MINIDOKA.
 NU0794'IN BLAINE COUNTY, 3.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 NU0794'THE STATION AT MINIDOKA, MINIDOKA COUNTY, 2 POLES WEST OF MILEPOST
 NU0794'269, 72 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 10 FEET NORTH OF A
 NU0794'ROW OF POLES, AND IN LAVA ROCK.  A STANDARD DISK, STAMPED K 165 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0463 ***********************************************************************
 SU0463  DESIGNATION -  K 166
 SU0463  PID         -  SU0463
 SU0463  STATE/COUNTY-  ID/SHOSHONE
 SU0463  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0463
 SU0463                         *CURRENT SURVEY CONTROL
 SU0463  ___________________________________________________________________
 SU0463* NAD 83(1986)-  47 22 47.     (N)    115 39 58.     (W)     SCALED    
 SU0463* NAVD 88     -      1265.359  (meters)    4151.43   (feet)  ADJUSTED  
 SU0463  ___________________________________________________________________
 SU0463  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 SU0463  DYNAMIC HT  -        1265.199 (meters)    4150.91  (feet)  COMP
 SU0463  MODELED GRAV-     980,442.6   (mgal)                       NAVD 88
 SU0463
 SU0463  VERT ORDER  -  SECOND    CLASS 0
 SU0463
 SU0463.The horizontal coordinates were scaled from a topographic map and have
 SU0463.an estimated accuracy of +/- 6 seconds.
 SU0463
 SU0463.The orthometric height was determined by differential leveling
 SU0463.and adjusted by the National Geodetic Survey in June 1991..
 SU0463
 SU0463.The geoid height was determined by GEOID03.
 SU0463
 SU0463.The dynamic height is computed by dividing the NAVD 88
 SU0463.geopotential number by the normal gravity value computed on the
 SU0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0463.degrees latitude (g = 980.6199 gals.).
 SU0463
 SU0463.The modeled gravity was interpolated from observed gravity values.
 SU0463
 SU0463;                    North         East    Units  Estimated Accuracy
 SU0463;SPC ID W     -   634,810.      806,330.      MT  (+/- 180 meters Scaled)
 SU0463
 SU0463                          SUPERSEDED SURVEY CONTROL
 SU0463
 SU0463  NGVD 29 (??/??/92) 1264.124  (m)         4147.38   (f) ADJ UNCH    2 0
 SU0463
 SU0463.Superseded values are not recommended for survey control.
 SU0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0463.See file dsdata.txt to determine how the superseded data were derived.
 SU0463
 SU0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPN006482(NAD 83)
 SU0463_MARKER: DB = BENCH MARK DISK
 SU0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0463_STAMPING: K 166 1935
 SU0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0463+STABILITY: SURFACE MOTION
 SU0463
 SU0463  HISTORY     - Date     Condition        Report By
 SU0463  HISTORY     - 1935     MONUMENTED       CGS
 SU0463  HISTORY     - 1956     GOOD             NGS
 SU0463
 SU0463                          STATION DESCRIPTION
 SU0463
 SU0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0463'4.6 MI S FROM TAFT.
 SU0463'IN SHOSHONE COUNTY, IDAHO, 4.6 MILES SOUTH ALONG THE RAINY CREEK ROAD
 SU0463'AND THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE
 SU0463'NORTHERN PACIFIC RAILWAY STATION SIGN AT TAFT, MINERAL COUNTY,
 SU0463'MONTANA, AT ROLAND, 54 FEET NORTH OF THE NORTHWEST CORNER OF THE
 SU0463'STATION, 30.5 FEET SOUTHEAST OF A SWITCH STAND, 26.3 FEET SOUTH OF THE
 SU0463'SOUTHWEST CORNER OF A SECTION TOOLHOUSE, 17.4 FEET EAST OF THE CENTER
 SU0463'LINE OF THE TRACK, AND 2 FEET EAST OF A POLE.  A STANDARD DISK,
 SU0463'STAMPED K 166 1935 AND SET IN THE TOP OF A CONCRETE POST.
 SU0463
 SU0463                          STATION RECOVERY (1956)
 SU0463
 SU0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SU0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0185 ***********************************************************************
 SV0185  DESIGNATION -  K 167
 SV0185  PID         -  SV0185
 SV0185  STATE/COUNTY-  ID/SHOSHONE
 SV0185  USGS QUAD   -  KELLOGG EAST (1996)
 SV0185
 SV0185                         *CURRENT SURVEY CONTROL
 SV0185  ___________________________________________________________________
 SV0185* NAD 83(1986)-  47 31 59.     (N)    116 05 52.     (W)     SCALED    
 SV0185* NAVD 88     -       715.201  (meters)    2346.46   (feet)  ADJUSTED  
 SV0185  ___________________________________________________________________
 SV0185  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 SV0185  DYNAMIC HT  -         715.197 (meters)    2346.44  (feet)  COMP
 SV0185  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 SV0185
 SV0185  VERT ORDER  -  SECOND    CLASS 0
 SV0185
 SV0185.The horizontal coordinates were scaled from a topographic map and have
 SV0185.an estimated accuracy of +/- 6 seconds.
 SV0185
 SV0185.The orthometric height was determined by differential leveling
 SV0185.and adjusted by the National Geodetic Survey in June 1991..
 SV0185.WARNING-Repeat measurements at this control monument indicate possible
 SV0185.vertical movement.
 SV0185
 SV0185.The geoid height was determined by GEOID03.
 SV0185
 SV0185.The dynamic height is computed by dividing the NAVD 88
 SV0185.geopotential number by the normal gravity value computed on the
 SV0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0185.degrees latitude (g = 980.6199 gals.).
 SV0185
 SV0185.The modeled gravity was interpolated from observed gravity values.
 SV0185
 SV0185;                    North         East    Units  Estimated Accuracy
 SV0185;SPC ID W     -   651,910.      773,820.      MT  (+/- 180 meters Scaled)
 SV0185
 SV0185                          SUPERSEDED SURVEY CONTROL
 SV0185
 SV0185  NGVD 29 (??/??/92)  714.090  (m)         2342.81   (f) ADJ UNCH    2 0
 SV0185
 SV0185.Superseded values are not recommended for survey control.
 SV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0185.See file dsdata.txt to determine how the superseded data were derived.
 SV0185
 SV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN679647(NAD 83)
 SV0185_MARKER: DB = BENCH MARK DISK
 SV0185_SETTING: 66 = SET IN ROCK OUTCROP
 SV0185_SP_SET: ROCK LEDGE
 SV0185_STAMPING: K 167 1935
 SV0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0185+STABILITY: POSITION/ELEVATION WELL
 SV0185
 SV0185  HISTORY     - Date     Condition        Report By
 SV0185  HISTORY     - 1935     MONUMENTED       CGS
 SV0185  HISTORY     - 1944     GOOD             NGS
 SV0185
 SV0185                          STATION DESCRIPTION
 SV0185
 SV0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0185'1.1 MI E FROM KELLOGG.
 SV0185'1.1 MILES EAST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND NAVIGATION
 SV0185'CO. RAILROAD FROM THE STATION AT KELLOGG, SHOSHONE COUNTY, 0.2 MILE
 SV0185'EAST OF MILEPOST 70, 36 FEET SOUTH OF THE SOUTH CORNER OF TRESTLE
 SV0185'70+25, 33.4 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 8.5 FEET
 SV0185'WEST OF THE WEST SIDE OF A WOODEN BRIDGE OVER A FLUME, IN THE WALL OF
 SV0185'A LEDGE OF ROCK, AND ABOUT 1-1/2 FEET ABOVE THE TRACK.  A STANDARD
 SV0185'DISK, STAMPED K 167 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1129 ***********************************************************************
 NU1129  DESIGNATION -  K 168
 NU1129  PID         -  NU1129
 NU1129  STATE/COUNTY-  ID/LINCOLN
 NU1129  USGS QUAD   -  KIMAMA (1972)
 NU1129
 NU1129                         *CURRENT SURVEY CONTROL
 NU1129  ___________________________________________________________________
 NU1129* NAD 83(1986)-  42 51 00.     (N)    113 49 05.     (W)     SCALED    
 NU1129* NAVD 88     -      1295.868  (meters)    4251.53   (feet)  ADJUSTED  
 NU1129  ___________________________________________________________________
 NU1129  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 NU1129  DYNAMIC HT  -        1295.179 (meters)    4249.27  (feet)  COMP
 NU1129  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 NU1129
 NU1129  VERT ORDER  -  FIRST     CLASS II
 NU1129
 NU1129.The horizontal coordinates were scaled from a topographic map and have
 NU1129.an estimated accuracy of +/- 6 seconds.
 NU1129
 NU1129.The orthometric height was determined by differential leveling
 NU1129.and adjusted by the National Geodetic Survey in June 1991..
 NU1129
 NU1129.The geoid height was determined by GEOID03.
 NU1129
 NU1129.The dynamic height is computed by dividing the NAVD 88
 NU1129.geopotential number by the normal gravity value computed on the
 NU1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1129.degrees latitude (g = 980.6199 gals.).
 NU1129
 NU1129.The modeled gravity was interpolated from observed gravity values.
 NU1129
 NU1129;                    North         East    Units  Estimated Accuracy
 NU1129;SPC ID C     -   131,450.      514,870.      MT  (+/- 180 meters Scaled)
 NU1129
 NU1129                          SUPERSEDED SURVEY CONTROL
 NU1129
 NU1129  NGVD 29 (??/??/92) 1294.938  (m)         4248.48   (f) ADJ UNCH    1 2
 NU1129
 NU1129.Superseded values are not recommended for survey control.
 NU1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1129.See file dsdata.txt to determine how the superseded data were derived.
 NU1129
 NU1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN697480(NAD 83)
 NU1129_MARKER: DB = BENCH MARK DISK
 NU1129_SETTING: 66 = SET IN ROCK OUTCROP
 NU1129_SP_SET: LAVA OUTCROP
 NU1129_STAMPING: K 168 1941
 NU1129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1129+STABILITY: POSITION/ELEVATION WELL
 NU1129
 NU1129  HISTORY     - Date     Condition        Report By
 NU1129  HISTORY     - 1941     MONUMENTED       CGS
 NU1129  HISTORY     - 1948     GOOD             NGS
 NU1129
 NU1129                          STATION DESCRIPTION
 NU1129
 NU1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NU1129'18.4 MI W FROM MINIDOKA.
 NU1129'IN LINCOLN COUNTY, 18.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD
 NU1129'FROM THE STATION AT MINIDOKA, MINIDOKA COUNTY, 175 FEET NORTHWEST OF
 NU1129'SEMAPHORE 2906, 90 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 6
 NU1129'FEET NORTHEAST OF A FENCE, AND IN THE TOP OF A LAVA OUTCROP.  A
 NU1129'STANDARD DISK, STAMPED K 168 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0388 ***********************************************************************
 RY0388  DESIGNATION -  K 172
 RY0388  PID         -  RY0388
 RY0388  STATE/COUNTY-  ID/CLEARWATER
 RY0388  USGS QUAD   -  JAYPE (1994)
 RY0388
 RY0388                         *CURRENT SURVEY CONTROL
 RY0388  ___________________________________________________________________
 RY0388* NAD 83(1986)-  46 30 11.     (N)    115 45 07.     (W)     SCALED    
 RY0388* NAVD 88     -      1107.255  (meters)    3632.72   (feet)  ADJUSTED  
 RY0388  ___________________________________________________________________
 RY0388  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 RY0388  DYNAMIC HT  -        1107.083 (meters)    3632.15  (feet)  COMP
 RY0388  MODELED GRAV-     980,420.5   (mgal)                       NAVD 88
 RY0388
 RY0388  VERT ORDER  -  FIRST     CLASS II
 RY0388
 RY0388.The horizontal coordinates were scaled from a topographic map and have
 RY0388.an estimated accuracy of +/- 6 seconds.
 RY0388
 RY0388.The orthometric height was determined by differential leveling
 RY0388.and adjusted by the National Geodetic Survey in June 1991..
 RY0388.WARNING-Repeat measurements at this control monument indicate possible
 RY0388.vertical movement.
 RY0388
 RY0388.The geoid height was determined by GEOID03.
 RY0388
 RY0388.The dynamic height is computed by dividing the NAVD 88
 RY0388.geopotential number by the normal gravity value computed on the
 RY0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0388.degrees latitude (g = 980.6199 gals.).
 RY0388
 RY0388.The modeled gravity was interpolated from observed gravity values.
 RY0388
 RY0388;                    North         East    Units  Estimated Accuracy
 RY0388;SPC ID W     -   537,350.      799,850.      MT  (+/- 180 meters Scaled)
 RY0388
 RY0388                          SUPERSEDED SURVEY CONTROL
 RY0388
 RY0388  NGVD 29 (??/??/92) 1106.131  (m)         3629.03   (f) ADJ UNCH    1 2
 RY0388
 RY0388.Superseded values are not recommended for survey control.
 RY0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0388.See file dsdata.txt to determine how the superseded data were derived.
 RY0388
 RY0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM957507(NAD 83)
 RY0388_MARKER: DB = BENCH MARK DISK
 RY0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0388_STAMPING: K 172 1935
 RY0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0388+STABILITY: SURFACE MOTION
 RY0388
 RY0388  HISTORY     - Date     Condition        Report By
 RY0388  HISTORY     - 1935     MONUMENTED       CGS
 RY0388  HISTORY     - 1950     GOOD             NGS
 RY0388
 RY0388                          STATION DESCRIPTION
 RY0388
 RY0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0388'5.3 MI E FROM PIERCE.
 RY0388'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0388'PIERCE, THENCE 4.6 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 1.15
 RY0388'MILES NORTH OF THE Y JUNCTION OF THE OLD FRENCH MOUNTAIN ROAD AND THE
 RY0388'CLEARWATER NATIONAL FOREST BOUNDARY, 1.0 MILE NORTH OF A SMALL WOODEN
 RY0388'BRIDGE OVER RHODES CREEK, ABOUT MIDWAY BETWEEN TWO CURVES, 137 FEET
 RY0388'WEST OF THE Y JUNCTION OF A TRACK ROAD LEADING NORTH, 33 1/2 FEET
 RY0388'NORTHWEST OF THE CENTER LINE OF THE LOLO TRAIL ROAD, 24.2 FEET NORTH
 RY0388'OF A 20-INCH WHITE PINE TREE MARKED WITH A WHITE PAINTED TRIANGULAR
 RY0388'BLAZE AND THE WHITE PAINTED LETTERS B M, 18.8 FEET SOUTH OF A 24-INCH
 RY0388'WHITE PINE TREE MARKED WITH A WHITE PAINTED TRIANGULAR BLAZE, 7 FEET
 RY0388'NORTHEAST OF THE CENTER LINE OF A DIM TRAIL, 6.9 FEET WEST OF A
 RY0388'28-INCH DEAD RED FIR TREE, 1.5 FEET EAST OF A WITNESS POST, ABOUT 4
 RY0388'FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RY0388'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 1.25 MILES
 RY0388'SOUTHEAST OF J 172.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1226 ***********************************************************************
 NU1226  DESIGNATION -  K 176
 NU1226  PID         -  NU1226
 NU1226  STATE/COUNTY-  ID/CASSIA
 NU1226  USGS QUAD   -  RUPERT SE (1978)
 NU1226
 NU1226                         *CURRENT SURVEY CONTROL
 NU1226  ___________________________________________________________________
 NU1226* NAD 83(1986)-  42 31 23.     (N)    113 35 47.     (W)     SCALED    
 NU1226* NAVD 88     -      1290.003  (meters)    4232.28   (feet)  ADJUSTED  
 NU1226  ___________________________________________________________________
 NU1226  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NU1226  DYNAMIC HT  -        1289.264 (meters)    4229.86  (feet)  COMP
 NU1226  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 NU1226
 NU1226  VERT ORDER  -  SECOND    CLASS 0
 NU1226
 NU1226.The horizontal coordinates were scaled from a topographic map and have
 NU1226.an estimated accuracy of +/- 6 seconds.
 NU1226
 NU1226.The orthometric height was determined by differential leveling
 NU1226.and adjusted by the National Geodetic Survey in June 1991..
 NU1226
 NU1226.The geoid height was determined by GEOID03.
 NU1226
 NU1226.The dynamic height is computed by dividing the NAVD 88
 NU1226.geopotential number by the normal gravity value computed on the
 NU1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1226.degrees latitude (g = 980.6199 gals.).
 NU1226
 NU1226.The modeled gravity was interpolated from observed gravity values.
 NU1226
 NU1226;                    North         East    Units  Estimated Accuracy
 NU1226;SPC ID C     -    95,200.      533,160.      MT  (+/- 180 meters Scaled)
 NU1226
 NU1226                          SUPERSEDED SURVEY CONTROL
 NU1226
 NU1226  NGVD 29 (??/??/92) 1289.034  (m)         4229.11   (f) ADJ UNCH    2 0
 NU1226
 NU1226.Superseded values are not recommended for survey control.
 NU1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1226.See file dsdata.txt to determine how the superseded data were derived.
 NU1226
 NU1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN867111(NAD 83)
 NU1226_MARKER: DD = SURVEY DISK
 NU1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1226_STAMPING: USBM K 176 RPPT 508+83.6 BM 4232.81
 NU1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1226+STABILITY: SURFACE MOTION
 NU1226
 NU1226  HISTORY     - Date     Condition        Report By
 NU1226  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1226  HISTORY     - 1935     GOOD             NGS
 NU1226
 NU1226                          STATION DESCRIPTION
 NU1226
 NU1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1226'9.2 MI W FROM COTTEREL.
 NU1226'9.2 MILES WEST ALONG U. S. HIGHWAY 30 S FROM COTTEREL, CASSIA COUNTY,
 NU1226'72 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 40 FEET NORTH OF
 NU1226'THE CENTERLINE OF THE UNION PACIFIC RAILROAD TRACK.  AN IDAHO
 NU1226'DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED USBM K 176 RPPT
 NU1226'508+83.6 BM 4232.81 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1250 ***********************************************************************
 NU1250  DESIGNATION -  K 177
 NU1250  PID         -  NU1250
 NU1250  STATE/COUNTY-  ID/CASSIA
 NU1250  USGS QUAD   -  RUPERT SE (1978)
 NU1250
 NU1250                         *CURRENT SURVEY CONTROL
 NU1250  ___________________________________________________________________
 NU1250* NAD 83(1986)-  42 32 16.     (N)    113 32 02.     (W)     SCALED    
 NU1250* NAVD 88     -      1316.118  (meters)    4317.96   (feet)  POSTED    
 NU1250  ___________________________________________________________________
 NU1250  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1250  DYNAMIC HT  -        1315.350 (meters)    4315.44  (feet)  COMP
 NU1250  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 NU1250
 NU1250  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 NU1250
 NU1250.The horizontal coordinates were scaled from a topographic map and have
 NU1250.an estimated accuracy of +/- 6 seconds.
 NU1250
 NU1250.The orthometric height was determined by differential leveling
 NU1250.and adjusted by the National Geodetic Survey in 1992..
 NU1250.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 NU1250.rate greater than 8.0 mm/km.
 NU1250
 NU1250.The geoid height was determined by GEOID03.
 NU1250
 NU1250.The dynamic height is computed by dividing the NAVD 88
 NU1250.geopotential number by the normal gravity value computed on the
 NU1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1250.degrees latitude (g = 980.6199 gals.).
 NU1250
 NU1250.The modeled gravity was interpolated from observed gravity values.
 NU1250
 NU1250;                    North         East    Units  Estimated Accuracy
 NU1250;SPC ID C     -    96,860.      538,290.      MT  (+/- 180 meters Scaled)
 NU1250
 NU1250                          SUPERSEDED SURVEY CONTROL
 NU1250
 NU1250  NGVD 29 (??/??/92) 1315.16   (m)         4314.8    (f) COMPUTED    2 0
 NU1250
 NU1250.Superseded values are not recommended for survey control.
 NU1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1250.See file dsdata.txt to determine how the superseded data were derived.
 NU1250
 NU1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN919126(NAD 83)
 NU1250_MARKER: DD = SURVEY DISK
 NU1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1250_STAMPING: USBM K 177
 NU1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1250+STABILITY: SURFACE MOTION
 NU1250
 NU1250  HISTORY     - Date     Condition        Report By
 NU1250  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1250  HISTORY     - 1935     GOOD             NGS
 NU1250
 NU1250                          STATION DESCRIPTION
 NU1250
 NU1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1250'5.4 MI W FROM COTTEREL.
 NU1250'5.4 MILES WEST OF AND ALONG US HWY NO. 30S 50 FEET NORTH OF CENTER OF
 NU1250'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1251 ***********************************************************************
 NU1251  DESIGNATION -  K 177 RESET
 NU1251  PID         -  NU1251
 NU1251  STATE/COUNTY-  ID/CASSIA
 NU1251  USGS QUAD   -  RUPERT SE (1978)
 NU1251
 NU1251                         *CURRENT SURVEY CONTROL
 NU1251  ___________________________________________________________________
 NU1251* NAD 83(1986)-  42 32 16.     (N)    113 32 02.     (W)     SCALED    
 NU1251* NAVD 88     -      1316.327  (meters)    4318.65   (feet)  ADJUSTED  
 NU1251  ___________________________________________________________________
 NU1251  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1251  DYNAMIC HT  -        1315.561 (meters)    4316.14  (feet)  COMP
 NU1251  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 NU1251
 NU1251  VERT ORDER  -  SECOND    CLASS 0
 NU1251
 NU1251.The horizontal coordinates were scaled from a topographic map and have
 NU1251.an estimated accuracy of +/- 6 seconds.
 NU1251
 NU1251.The orthometric height was determined by differential leveling
 NU1251.and adjusted by the National Geodetic Survey in June 1991..
 NU1251
 NU1251.The geoid height was determined by GEOID03.
 NU1251
 NU1251.The dynamic height is computed by dividing the NAVD 88
 NU1251.geopotential number by the normal gravity value computed on the
 NU1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1251.degrees latitude (g = 980.6199 gals.).
 NU1251
 NU1251.The modeled gravity was interpolated from observed gravity values.
 NU1251
 NU1251;                    North         East    Units  Estimated Accuracy
 NU1251;SPC ID C     -    96,860.      538,290.      MT  (+/- 180 meters Scaled)
 NU1251
 NU1251                          SUPERSEDED SURVEY CONTROL
 NU1251
 NU1251  NGVD 29 (??/??/92) 1315.35   (m)         4315.4    (f) COMPUTED    2 0
 NU1251
 NU1251.Superseded values are not recommended for survey control.
 NU1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1251.See file dsdata.txt to determine how the superseded data were derived.
 NU1251
 NU1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN919126(NAD 83)
 NU1251_MARKER: DD = SURVEY DISK
 NU1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1251_STAMPING: R.P.P.C. 687+31.8 USBM K 177 RESET 1951 OFF. 60.0
 NU1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1251+STABILITY: SURFACE MOTION
 NU1251
 NU1251  HISTORY     - Date     Condition        Report By
 NU1251  HISTORY     - 1951     MONUMENTED       IDPWD
 NU1251  HISTORY     - 1958     GOOD             NGS
 NU1251
 NU1251                          STATION DESCRIPTION
 NU1251
 NU1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU1251'4.95 MI E FROM DECLO.
 NU1251'4.95 MILES EAST ALONG U.S. HIGHWAY 30 SOUTH FROM THE JUNCTION OF STATE
 NU1251'HIGHWAY 77 AT DECLO, 0.05 MILE SOUTHEAST OF MILEPOST 251, 110 FEET
 NU1251'NORTHEAST OF THE CENTER OF THE Y JUNCTION OF A GRAVEL ROAD SOUTHWEST,
 NU1251'60 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTHWEST
 NU1251'OF A FENCE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 NU1251'OF A CONCRETE POST PROJECTING 1.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0610 ***********************************************************************
 NU0610  DESIGNATION -  K 179
 NU0610  PID         -  NU0610
 NU0610  STATE/COUNTY-  ID/POWER
 NU0610  USGS QUAD   -  MICHAUD CREEK (1974)
 NU0610
 NU0610                         *CURRENT SURVEY CONTROL
 NU0610  ___________________________________________________________________
 NU0610* NAD 83(1986)-  42 49 56.     (N)    112 37 30.     (W)     SCALED    
 NU0610* NAVD 88     -      1362.316  (meters)    4469.53   (feet)  ADJUSTED  
 NU0610  ___________________________________________________________________
 NU0610  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NU0610  DYNAMIC HT  -        1361.523 (meters)    4466.93  (feet)  COMP
 NU0610  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 NU0610
 NU0610  VERT ORDER  -  SECOND    CLASS 0
 NU0610
 NU0610.The horizontal coordinates were scaled from a topographic map and have
 NU0610.an estimated accuracy of +/- 6 seconds.
 NU0610
 NU0610.The orthometric height was determined by differential leveling
 NU0610.and adjusted by the National Geodetic Survey in June 1991..
 NU0610
 NU0610.The geoid height was determined by GEOID03.
 NU0610
 NU0610.The dynamic height is computed by dividing the NAVD 88
 NU0610.geopotential number by the normal gravity value computed on the
 NU0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0610.degrees latitude (g = 980.6199 gals.).
 NU0610
 NU0610.The modeled gravity was interpolated from observed gravity values.
 NU0610
 NU0610;                    North         East    Units  Estimated Accuracy
 NU0610;SPC ID E     -   129,560.      162,530.      MT  (+/- 180 meters Scaled)
 NU0610
 NU0610                          SUPERSEDED SURVEY CONTROL
 NU0610
 NU0610  NGVD 29 (??/??/92) 1361.271  (m)         4466.10   (f) ADJ UNCH    2 0
 NU0610
 NU0610.Superseded values are not recommended for survey control.
 NU0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0610.See file dsdata.txt to determine how the superseded data were derived.
 NU0610
 NU0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN671434(NAD 83)
 NU0610_MARKER: DB = BENCH MARK DISK
 NU0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0610_STAMPING: K 179 1935
 NU0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0610+STABILITY: SURFACE MOTION
 NU0610
 NU0610  HISTORY     - Date     Condition        Report By
 NU0610  HISTORY     - 1935     MONUMENTED       CGS
 NU0610  HISTORY     - 1938     GOOD             NGS
 NU0610  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0610
 NU0610                          STATION DESCRIPTION
 NU0610
 NU0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0610'4.5 MI SE FROM SCHILLER.
 NU0610'4.5 MILES SOUTHEAST ALONG THE PAULINE ROAD FROM THE UNION PACIFIC
 NU0610'RAILROAD STATION AT SCHILLER, POWER COUNTY, 55 FEET NORTHWEST OF A
 NU0610'BRIDGE OVER A SMALL CREEK, OPPOSITE THE JUNCTION OF A ROAD LEADING
 NU0610'EAST, AND 40 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 NU0610'DISK, STAMPED K 179 1935 AND SET IN THE TOP OF A CONCRETE POST.
 NU0610
 NU0610                          STATION RECOVERY (1971)
 NU0610
 NU0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0480 ***********************************************************************
 NU0480  DESIGNATION -  K 180
 NU0480  PID         -  NU0480
 NU0480  STATE/COUNTY-  ID/POWER
 NU0480  USGS QUAD   -  ROY NE (1973)
 NU0480
 NU0480                         *CURRENT SURVEY CONTROL
 NU0480  ___________________________________________________________________
 NU0480* NAD 83(1986)-  42 24 04.     (N)    112 49 34.     (W)     SCALED    
 NU0480* NAVD 88     -      1530.618  (meters)    5021.70   (feet)  ADJUSTED  
 NU0480  ___________________________________________________________________
 NU0480  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 NU0480  DYNAMIC HT  -        1529.592 (meters)    5018.34  (feet)  COMP
 NU0480  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 NU0480
 NU0480  VERT ORDER  -  SECOND    CLASS 0
 NU0480
 NU0480.The horizontal coordinates were scaled from a topographic map and have
 NU0480.an estimated accuracy of +/- 6 seconds.
 NU0480
 NU0480.The orthometric height was determined by differential leveling
 NU0480.and adjusted by the National Geodetic Survey in June 1991..
 NU0480
 NU0480.The geoid height was determined by GEOID03.
 NU0480
 NU0480.The dynamic height is computed by dividing the NAVD 88
 NU0480.geopotential number by the normal gravity value computed on the
 NU0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0480.degrees latitude (g = 980.6199 gals.).
 NU0480
 NU0480.The modeled gravity was interpolated from observed gravity values.
 NU0480
 NU0480;                    North         East    Units  Estimated Accuracy
 NU0480;SPC ID E     -    81,780.      145,710.      MT  (+/- 180 meters Scaled)
 NU0480
 NU0480                          SUPERSEDED SURVEY CONTROL
 NU0480
 NU0480  NGVD 29 (??/??/92) 1529.495  (m)         5018.02   (f) ADJ UNCH    2 0
 NU0480
 NU0480.Superseded values are not recommended for survey control.
 NU0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0480.See file dsdata.txt to determine how the superseded data were derived.
 NU0480
 NU0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM497959(NAD 83)
 NU0480_MARKER: DB = BENCH MARK DISK
 NU0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0480_STAMPING: K 180 1935
 NU0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0480+STABILITY: SURFACE MOTION
 NU0480
 NU0480  HISTORY     - Date     Condition        Report By
 NU0480  HISTORY     - 1935     MONUMENTED       CGS
 NU0480  HISTORY     - 1973     GOOD             USGS
 NU0480
 NU0480                          STATION DESCRIPTION
 NU0480
 NU0480'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NU0480'2.5 MI N FROM ROY.
 NU0480'13.3 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE L.D.S. CHURCH IN
 NU0480'ROCKLAND OR 6.4 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE ROY
 NU0480'SUMMIT, AT THE EAST END OF A BUTTE AND NORTH OF A ROAD JUNCTION, 77
 NU0480'FEET EAST OF THE CENTERLINE OF THE ROAD JUNCTION, 80 FEET NORTHEAST OF
 NU0480'THE CENTERLINE OF THE SIDE ROAD LEADING EAST, 1.2 FEET EAST OF A
 NU0480'WITNESS POST.  A STANDARD DISK, STAMPED K 180 1935 AND SET IN THE TOP
 NU0480'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1064 ***********************************************************************
 NU1064  DESIGNATION -  K 183
 NU1064  PID         -  NU1064
 NU1064  STATE/COUNTY-  ID/CASSIA
 NU1064  USGS QUAD   -  NIBBS CREEK (1976)
 NU1064
 NU1064                         *CURRENT SURVEY CONTROL
 NU1064  ___________________________________________________________________
 NU1064* NAD 83(1986)-  42 16 46.     (N)    113 26 27.     (W)     SCALED    
 NU1064* NAVD 88     -      1458.548  (meters)    4785.25   (feet)  ADJUSTED  
 NU1064  ___________________________________________________________________
 NU1064  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NU1064  DYNAMIC HT  -        1457.610 (meters)    4782.18  (feet)  COMP
 NU1064  MODELED GRAV-     979,927.8   (mgal)                       NAVD 88
 NU1064
 NU1064  VERT ORDER  -  FIRST     CLASS II
 NU1064
 NU1064.The horizontal coordinates were scaled from a topographic map and have
 NU1064.an estimated accuracy of +/- 6 seconds.
 NU1064
 NU1064.The orthometric height was determined by differential leveling
 NU1064.and adjusted by the National Geodetic Survey in June 1991..
 NU1064
 NU1064.The geoid height was determined by GEOID03.
 NU1064
 NU1064.The dynamic height is computed by dividing the NAVD 88
 NU1064.geopotential number by the normal gravity value computed on the
 NU1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1064.degrees latitude (g = 980.6199 gals.).
 NU1064
 NU1064.The modeled gravity was interpolated from observed gravity values.
 NU1064
 NU1064;                    North         East    Units  Estimated Accuracy
 NU1064;SPC ID C     -    68,210.      546,120.      MT  (+/- 180 meters Scaled)
 NU1064
 NU1064                          SUPERSEDED SURVEY CONTROL
 NU1064
 NU1064  NGVD 29 (??/??/92) 1457.503  (m)         4781.82   (f) ADJ UNCH    1 2
 NU1064
 NU1064.Superseded values are not recommended for survey control.
 NU1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1064.See file dsdata.txt to determine how the superseded data were derived.
 NU1064
 NU1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM987836(NAD 83)
 NU1064_MARKER: DB = BENCH MARK DISK
 NU1064_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU1064_SP_SET: PREFAB CONC. POST IN EARTH
 NU1064_STAMPING: K 183 1935
 NU1064_MARK LOGO: CGS   
 NU1064_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1064
 NU1064  HISTORY     - Date     Condition        Report By
 NU1064  HISTORY     - 1935     MONUMENTED       CGS
 NU1064  HISTORY     - 19741203 GOOD             USGS
 NU1064
 NU1064                          STATION DESCRIPTION
 NU1064
 NU1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU1064'4.4 MI W FROM MALTA.
 NU1064'4.4 MILES WEST ALONG THE OAKLEY ROAD FROM MALTA, 80 FEET NORTHWEST OF
 NU1064'THE CENTER OF THE JUNCTION OF A ROAD LEADING TO A FARM, 80 FEET WEST
 NU1064'OF A SMALL WASH, AND ON A FENCE LINE.  SET IN THE TOP OF A CONCRETE
 NU1064'POST.
 NU1064
 NU1064                          STATION RECOVERY (1974)
 NU1064
 NU1064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1012 ***********************************************************************
 QB1012  DESIGNATION -  K 187
 QB1012  PID         -  QB1012
 QB1012  STATE/COUNTY-  ID/VALLEY
 QB1012  USGS QUAD   -  MC CALL (1973)
 QB1012
 QB1012                         *CURRENT SURVEY CONTROL
 QB1012  ___________________________________________________________________
 QB1012* NAD 83(1986)-  44 55 38.     (N)    116 01 22.     (W)     SCALED    
 QB1012* NAVD 88     -      1563.942  (meters)    5131.03   (feet)  ADJUSTED  
 QB1012  ___________________________________________________________________
 QB1012  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 QB1012  DYNAMIC HT  -        1563.233 (meters)    5128.71  (feet)  COMP
 QB1012  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 QB1012
 QB1012  VERT ORDER  -  SECOND    CLASS 0
 QB1012
 QB1012.The horizontal coordinates were scaled from a topographic map and have
 QB1012.an estimated accuracy of +/- 6 seconds.
 QB1012
 QB1012.The orthometric height was determined by differential leveling
 QB1012.and adjusted by the National Geodetic Survey in June 1991..
 QB1012
 QB1012.The geoid height was determined by GEOID03.
 QB1012
 QB1012.The dynamic height is computed by dividing the NAVD 88
 QB1012.geopotential number by the normal gravity value computed on the
 QB1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1012.degrees latitude (g = 980.6199 gals.).
 QB1012
 QB1012.The modeled gravity was interpolated from observed gravity values.
 QB1012
 QB1012;                    North         East    Units  Estimated Accuracy
 QB1012;SPC ID W     -   362,260.      778,470.      MT  (+/- 180 meters Scaled)
 QB1012
 QB1012                          SUPERSEDED SURVEY CONTROL
 QB1012
 QB1012  NGVD 29 (??/??/92) 1562.737  (m)         5127.08   (f) ADJ UNCH    2 0
 QB1012
 QB1012.Superseded values are not recommended for survey control.
 QB1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1012.See file dsdata.txt to determine how the superseded data were derived.
 QB1012
 QB1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK771753(NAD 83)
 QB1012_MARKER: DB = BENCH MARK DISK
 QB1012_SETTING: 66 = SET IN ROCK OUTCROP
 QB1012_SP_SET: GRANITE OUTCROP
 QB1012_STAMPING: K 187 1959
 QB1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1012+STABILITY: POSITION/ELEVATION WELL
 QB1012
 QB1012  HISTORY     - Date     Condition        Report By
 QB1012  HISTORY     - 1959     MONUMENTED       CGS
 QB1012
 QB1012                          STATION DESCRIPTION
 QB1012
 QB1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QB1012'5.0 MI NE FROM MCCALL.
 QB1012'5.0 MILES NORTH AND EAST ALONG AN ASPHALT AND GRAVEL ROAD FROM THE
 QB1012'JUNCTION OF STATE HIGHWAY 15 AT MCCALL, AT THE NORTH END OF A HIGH
 QB1012'ROCK CUT, IN TOP OF THE SOUTHWEST END OF A LEDGE OF GRANITE OUTCROP
 QB1012'WHICH PROJECTS ABOUT 20 FEET ABOVE THE GROUND, 18 FEET NORTHEAST OF
 QB1012'THE CENTER LINE OF THE ROAD, 11.7 FEET SOUTHEAST OF A WITNESS POST,
 QB1012'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0435 ***********************************************************************
 QZ0435  DESIGNATION -  K 188
 QZ0435  PID         -  QZ0435
 QZ0435  STATE/COUNTY-  ID/VALLEY
 QZ0435  USGS QUAD   -  ENOS LAKE (1969)
 QZ0435
 QZ0435                         *CURRENT SURVEY CONTROL
 QZ0435  ___________________________________________________________________
 QZ0435* NAD 83(1986)-  45 04 24.     (N)    115 47 04.     (W)     SCALED    
 QZ0435* NAVD 88     -      1300.466  (meters)    4266.61   (feet)  ADJUSTED  
 QZ0435  ___________________________________________________________________
 QZ0435  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 QZ0435  DYNAMIC HT  -        1299.913 (meters)    4264.80  (feet)  COMP
 QZ0435  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 QZ0435
 QZ0435  VERT ORDER  -  SECOND    CLASS 0
 QZ0435
 QZ0435.The horizontal coordinates were scaled from a topographic map and have
 QZ0435.an estimated accuracy of +/- 6 seconds.
 QZ0435
 QZ0435.The orthometric height was determined by differential leveling
 QZ0435.and adjusted by the National Geodetic Survey in June 1991..
 QZ0435
 QZ0435.The geoid height was determined by GEOID03.
 QZ0435
 QZ0435.The dynamic height is computed by dividing the NAVD 88
 QZ0435.geopotential number by the normal gravity value computed on the
 QZ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0435.degrees latitude (g = 980.6199 gals.).
 QZ0435
 QZ0435.The modeled gravity was interpolated from observed gravity values.
 QZ0435
 QZ0435;                    North         East    Units  Estimated Accuracy
 QZ0435;SPC ID W     -   378,460.      797,290.      MT  (+/- 180 meters Scaled)
 QZ0435
 QZ0435                          SUPERSEDED SURVEY CONTROL
 QZ0435
 QZ0435  NGVD 29 (??/??/92) 1299.294  (m)         4262.77   (f) ADJ UNCH    2 0
 QZ0435
 QZ0435.Superseded values are not recommended for survey control.
 QZ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0435.See file dsdata.txt to determine how the superseded data were derived.
 QZ0435
 QZ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK956918(NAD 83)
 QZ0435_MARKER: DB = BENCH MARK DISK
 QZ0435_SETTING: 80 = SET IN A BOULDER
 QZ0435_SP_SET: BOULDER
 QZ0435_STAMPING: K 188 1959
 QZ0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0435+STABILITY: SURFACE MOTION
 QZ0435
 QZ0435  HISTORY     - Date     Condition        Report By
 QZ0435  HISTORY     - 1959     MONUMENTED       CGS
 QZ0435
 QZ0435                          STATION DESCRIPTION
 QZ0435
 QZ0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0435'10.8 MI NW FROM KRASSEL RANGER STATION.
 QZ0435'4.65 MILES NORTH ALONG SOUTH FORK ROAD FROM KRASSEL RANGER STATION,
 QZ0435'THENCE 6.15 MILES NORTHWEST AND WEST ALONG A GRAVEL ROAD, 0.1 MILE
 QZ0435'SOUTHEAST OF THE JUNCTION OF COW CREEK ACCESS ROAD, NEAR A WOODEN
 QZ0435'BRIDGE OVER THE NORTH FORK OF LICK CREEK, AT A CAMP GROUND, IN TOP OF
 QZ0435'A 5-BY 6-FOOT EMBEDDED GRANITE BOULDER WHICH PROJECTS 2 FEET ABOVE THE
 QZ0435'GROUND, 99 FEET NORTH OF THE CENTER LINE OF THE ROAD, 124 FEET
 QZ0435'NORTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 61 FEET SOUTHWEST OF
 QZ0435'THE SOUTHWEST BANK OF THE CREEK, 4.1 FEET SOUTHWEST OF A WITNESS POST,
 QZ0435'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0453 ***********************************************************************
 QZ0453  DESIGNATION -  K 189
 QZ0453  PID         -  QZ0453
 QZ0453  STATE/COUNTY-  ID/IDAHO
 QZ0453  USGS QUAD   -  BURGDORF (1989)
 QZ0453
 QZ0453                         *CURRENT SURVEY CONTROL
 QZ0453  ___________________________________________________________________
 QZ0453* NAD 83(1986)-  45 15 05.     (N)    115 54 13.     (W)     SCALED    
 QZ0453* NAVD 88     -      1846.800  (meters)    6059.04   (feet)  ADJUSTED  
 QZ0453  ___________________________________________________________________
 QZ0453  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 QZ0453  DYNAMIC HT  -        1845.943 (meters)    6056.23  (feet)  COMP
 QZ0453  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 QZ0453
 QZ0453  VERT ORDER  -  SECOND    CLASS 0
 QZ0453
 QZ0453.The horizontal coordinates were scaled from a topographic map and have
 QZ0453.an estimated accuracy of +/- 6 seconds.
 QZ0453
 QZ0453.The orthometric height was determined by differential leveling
 QZ0453.and adjusted by the National Geodetic Survey in June 1991..
 QZ0453
 QZ0453.The geoid height was determined by GEOID03.
 QZ0453
 QZ0453.The dynamic height is computed by dividing the NAVD 88
 QZ0453.geopotential number by the normal gravity value computed on the
 QZ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0453.degrees latitude (g = 980.6199 gals.).
 QZ0453
 QZ0453.The modeled gravity was interpolated from observed gravity values.
 QZ0453
 QZ0453;                    North         East    Units  Estimated Accuracy
 QZ0453;SPC ID W     -   398,250.      787,940.      MT  (+/- 180 meters Scaled)
 QZ0453
 QZ0453                          SUPERSEDED SURVEY CONTROL
 QZ0453
 QZ0453  NGVD 29 (??/??/92) 1845.522  (m)         6054.85   (f) ADJ UNCH    2 0
 QZ0453
 QZ0453.Superseded values are not recommended for survey control.
 QZ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0453.See file dsdata.txt to determine how the superseded data were derived.
 QZ0453
 QZ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL860114(NAD 83)
 QZ0453_MARKER: DB = BENCH MARK DISK
 QZ0453_SETTING: 80 = SET IN A BOULDER
 QZ0453_SP_SET: BOULDER
 QZ0453_STAMPING: K 189 1959
 QZ0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0453+STABILITY: SURFACE MOTION
 QZ0453
 QZ0453  HISTORY     - Date     Condition        Report By
 QZ0453  HISTORY     - 1959     MONUMENTED       CGS
 QZ0453
 QZ0453                          STATION DESCRIPTION
 QZ0453
 QZ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0453'2.3 MI S FROM BURGDORF.
 QZ0453'2.3 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 QZ0453'AT BURGDORF, NEAR A WOODEN BRIDGE OVER THE SECESH RIVER, IN TOP OF A
 QZ0453'3-BY 4-FOOT EMBEDDED GRANITE BOULDER WHICH PROJECTS ABOUT 1/2 FOOT
 QZ0453'ABOVE THE GROUND, 59 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 QZ0453'ROAD, 114 FEET NORTH OF THE NORTHWEST CORNER OF THE BRIDGE, 4.4 FEET
 QZ0453'NORTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0225 ***********************************************************************
 OX0225  DESIGNATION -  K 19
 OX0225  PID         -  OX0225
 OX0225  STATE/COUNTY-  ID/BONNEVILLE
 OX0225  USGS QUAD   -  FOURTH OF JULY PEAK (1978)
 OX0225
 OX0225                         *CURRENT SURVEY CONTROL
 OX0225  ___________________________________________________________________
 OX0225* NAD 83(1986)-  43 33 58.     (N)    111 14 50.     (W)     SCALED    
 OX0225* NAVD 88     -      1894.389  (meters)    6215.17   (feet)  ADJUSTED  
 OX0225  ___________________________________________________________________
 OX0225  GEOID HEIGHT-          -9.97  (meters)                     GEOID03
 OX0225  DYNAMIC HT  -        1893.199 (meters)    6211.27  (feet)  COMP
 OX0225  MODELED GRAV-     979,923.5   (mgal)                       NAVD 88
 OX0225
 OX0225  VERT ORDER  -  FIRST     CLASS II
 OX0225
 OX0225.The horizontal coordinates were scaled from a topographic map and have
 OX0225.an estimated accuracy of +/- 6 seconds.
 OX0225
 OX0225.The orthometric height was determined by differential leveling
 OX0225.and adjusted by the National Geodetic Survey in June 1991..
 OX0225
 OX0225.The geoid height was determined by GEOID03.
 OX0225
 OX0225.The dynamic height is computed by dividing the NAVD 88
 OX0225.geopotential number by the normal gravity value computed on the
 OX0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0225.degrees latitude (g = 980.6199 gals.).
 OX0225
 OX0225.The modeled gravity was interpolated from observed gravity values.
 OX0225
 OX0225;                    North         East    Units  Estimated Accuracy
 OX0225;SPC ID E     -   211,400.      274,280.      MT  (+/- 180 meters Scaled)
 OX0225
 OX0225                          SUPERSEDED SURVEY CONTROL
 OX0225
 OX0225  NGVD 29 (??/??/92) 1893.144  (m)         6211.09   (f) ADJ UNCH    1 2
 OX0225
 OX0225.Superseded values are not recommended for survey control.
 OX0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0225.See file dsdata.txt to determine how the superseded data were derived.
 OX0225
 OX0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP800237(NAD 83)
 OX0225_MARKER: DB = BENCH MARK DISK
 OX0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0225_STAMPING: K 19 1934
 OX0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0225+STABILITY: SURFACE MOTION
 OX0225
 OX0225  HISTORY     - Date     Condition        Report By
 OX0225  HISTORY     - 1934     MONUMENTED       CGS
 OX0225  HISTORY     - 1974     MARK NOT FOUND   USGS
 OX0225  HISTORY     - 20001010 MARK NOT FOUND   IDTD
 OX0225
 OX0225                          STATION DESCRIPTION
 OX0225
 OX0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0225'8.6 MI SW FROM VICTOR.
 OX0225'IN BONNEVILLE COUNTY, 8.6 MILES SOUTHWEST ALONG STATE HIGHWAY 31 FROM
 OX0225'VICTOR, TETON COUNTY, 1.9 MILES SOUTHWEST OF PINE CREEK PASS, AND 30
 OX0225'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 OX0225'K 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0225
 OX0225                          STATION RECOVERY (1974)
 OX0225
 OX0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0225'MARK NOT FOUND.
 OX0225
 OX0225                          STATION RECOVERY (2000)
 OX0225
 OX0225'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 OX0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0946 ***********************************************************************
 RA0946  DESIGNATION -  K 190
 RA0946  PID         -  RA0946
 RA0946  STATE/COUNTY-  ID/IDAHO
 RA0946  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0946
 RA0946                         *CURRENT SURVEY CONTROL
 RA0946  ___________________________________________________________________
 RA0946* NAD 83(1986)-  45 23 54.     (N)    116 00 55.     (W)     SCALED    
 RA0946* NAVD 88     -      1421.995  (meters)    4665.33   (feet)  ADJUSTED  
 RA0946  ___________________________________________________________________
 RA0946  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 RA0946  DYNAMIC HT  -        1421.541 (meters)    4663.84  (feet)  COMP
 RA0946  MODELED GRAV-     980,246.5   (mgal)                       NAVD 88
 RA0946
 RA0946  VERT ORDER  -  SECOND    CLASS 0
 RA0946
 RA0946.The horizontal coordinates were scaled from a topographic map and have
 RA0946.an estimated accuracy of +/- 6 seconds.
 RA0946
 RA0946.The orthometric height was determined by differential leveling
 RA0946.and adjusted by the National Geodetic Survey in June 1991..
 RA0946
 RA0946.The geoid height was determined by GEOID03.
 RA0946
 RA0946.The dynamic height is computed by dividing the NAVD 88
 RA0946.geopotential number by the normal gravity value computed on the
 RA0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0946.degrees latitude (g = 980.6199 gals.).
 RA0946
 RA0946.The modeled gravity was interpolated from observed gravity values.
 RA0946
 RA0946;                    North         East    Units  Estimated Accuracy
 RA0946;SPC ID W     -   414,610.      779,230.      MT  (+/- 180 meters Scaled)
 RA0946
 RA0946                          SUPERSEDED SURVEY CONTROL
 RA0946
 RA0946  NGVD 29 (??/??/92) 1420.898  (m)         4661.73   (f) ADJ UNCH    2 0
 RA0946
 RA0946.Superseded values are not recommended for survey control.
 RA0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0946.See file dsdata.txt to determine how the superseded data were derived.
 RA0946
 RA0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL770276(NAD 83)
 RA0946_MARKER: DB = BENCH MARK DISK
 RA0946_SETTING: 66 = SET IN ROCK OUTCROP
 RA0946_SP_SET: GRANITE OUTCROP
 RA0946_STAMPING: K 190 1959
 RA0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0946+STABILITY: POSITION/ELEVATION WELL
 RA0946
 RA0946  HISTORY     - Date     Condition        Report By
 RA0946  HISTORY     - 1959     MONUMENTED       CGS
 RA0946
 RA0946                          STATION DESCRIPTION
 RA0946
 RA0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0946'8.85 MI S FROM FRENCH CREEK.
 RA0946'8.85 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ABANDONED LODGE AT
 RA0946'FRENCH CREEK, 334 FEET NORTH OF THE CENTER OF A SHARP CURVE, SET
 RA0946'VERTICALLY IN THE SOUTHEAST FACE OF A LARGE GRANITE OUTCROP WHICH
 RA0946'PROJECTS ABOUT 15 FEET ABOVE THE ROAD, 13 FEET NORTHWEST OF THE CENTER
 RA0946'LINE OF THE ROAD, 4.4 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 3
 RA0946'1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0646 ***********************************************************************
 RY0646  DESIGNATION -  K 201
 RY0646  PID         -  RY0646
 RY0646  STATE/COUNTY-  ID/CLEARWATER
 RY0646  USGS QUAD   -  JAYPE (1994)
 RY0646
 RY0646                         *CURRENT SURVEY CONTROL
 RY0646  ___________________________________________________________________
 RY0646* NAD 83(1986)-  46 36 48.     (N)    115 47 58.     (W)     SCALED    
 RY0646* NAVD 88     -       989.554  (meters)    3246.56   (feet)  ADJUSTED  
 RY0646  ___________________________________________________________________
 RY0646  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 RY0646  DYNAMIC HT  -         989.411 (meters)    3246.09  (feet)  COMP
 RY0646  MODELED GRAV-     980,435.9   (mgal)                       NAVD 88
 RY0646
 RY0646  VERT ORDER  -  SECOND    CLASS 0
 RY0646
 RY0646.The horizontal coordinates were scaled from a topographic map and have
 RY0646.an estimated accuracy of +/- 6 seconds.
 RY0646
 RY0646.The orthometric height was determined by differential leveling
 RY0646.and adjusted by the National Geodetic Survey in June 1991..
 RY0646
 RY0646.The geoid height was determined by GEOID03.
 RY0646
 RY0646.The dynamic height is computed by dividing the NAVD 88
 RY0646.geopotential number by the normal gravity value computed on the
 RY0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0646.degrees latitude (g = 980.6199 gals.).
 RY0646
 RY0646.The modeled gravity was interpolated from observed gravity values.
 RY0646
 RY0646;                    North         East    Units  Estimated Accuracy
 RY0646;SPC ID W     -   549,610.      796,210.      MT  (+/- 180 meters Scaled)
 RY0646
 RY0646                          SUPERSEDED SURVEY CONTROL
 RY0646
 RY0646  NGVD 29 (??/??/92)  988.412  (m)         3242.82   (f) ADJ UNCH    2 0
 RY0646
 RY0646.Superseded values are not recommended for survey control.
 RY0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0646.See file dsdata.txt to determine how the superseded data were derived.
 RY0646
 RY0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM919628(NAD 83)
 RY0646_MARKER: DB = BENCH MARK DISK
 RY0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0646_SP_SET: ANTENNA BASE
 RY0646_STAMPING: K 201 1959
 RY0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0646
 RY0646  HISTORY     - Date     Condition        Report By
 RY0646  HISTORY     - 1959     MONUMENTED       CGS
 RY0646
 RY0646                          STATION DESCRIPTION
 RY0646
 RY0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0646'1.55 MI S FROM HEADQUARTERS.
 RY0646'ABOUT 1.55 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RY0646'HEADQUARTERS, AT CLEARWATER TREE PROTECTIVE ASSOCIATION, SET IN THE
 RY0646'TOP OF THE RADIO ANTENNA BASE, 12.2 FEET EAST OF THE NORTHEAST CORNER
 RY0646'OF THE HEADQUARTERS BUILDING, AND ABOUT 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0649 ***********************************************************************
 RY0649  DESIGNATION -  K 202
 RY0649  PID         -  RY0649
 RY0649  STATE/COUNTY-  ID/CLEARWATER
 RY0649  USGS QUAD   -  HEADQUARTERS (1994)
 RY0649
 RY0649                         *CURRENT SURVEY CONTROL
 RY0649  ___________________________________________________________________
 RY0649* NAD 83(1986)-  46 38 33.     (N)    115 49 14.     (W)     SCALED    
 RY0649* NAVD 88     -       981.285  (meters)    3219.43   (feet)  ADJUSTED  
 RY0649  ___________________________________________________________________
 RY0649  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 RY0649  DYNAMIC HT  -         981.163 (meters)    3219.03  (feet)  COMP
 RY0649  MODELED GRAV-     980,456.7   (mgal)                       NAVD 88
 RY0649
 RY0649  VERT ORDER  -  SECOND    CLASS 0
 RY0649
 RY0649.The horizontal coordinates were scaled from a topographic map and have
 RY0649.an estimated accuracy of +/- 6 seconds.
 RY0649
 RY0649.The orthometric height was determined by differential leveling
 RY0649.and adjusted by the National Geodetic Survey in June 1991..
 RY0649
 RY0649.The geoid height was determined by GEOID03.
 RY0649
 RY0649.The dynamic height is computed by dividing the NAVD 88
 RY0649.geopotential number by the normal gravity value computed on the
 RY0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0649.degrees latitude (g = 980.6199 gals.).
 RY0649
 RY0649.The modeled gravity was interpolated from observed gravity values.
 RY0649
 RY0649;                    North         East    Units  Estimated Accuracy
 RY0649;SPC ID W     -   552,860.      794,600.      MT  (+/- 180 meters Scaled)
 RY0649
 RY0649                          SUPERSEDED SURVEY CONTROL
 RY0649
 RY0649  NGVD 29 (??/??/92)  980.160  (m)         3215.74   (f) ADJ UNCH    2 0
 RY0649
 RY0649.Superseded values are not recommended for survey control.
 RY0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0649.See file dsdata.txt to determine how the superseded data were derived.
 RY0649
 RY0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM902661(NAD 83)
 RY0649_MARKER: DB = BENCH MARK DISK
 RY0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0649_STAMPING: K 202 1959
 RY0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0649+STABILITY: SURFACE MOTION
 RY0649
 RY0649  HISTORY     - Date     Condition        Report By
 RY0649  HISTORY     - 1959     MONUMENTED       CGS
 RY0649
 RY0649                          STATION DESCRIPTION
 RY0649
 RY0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0649'1.65 MI N FROM HEADQUARTERS.
 RY0649'ABOUT 1.65 MILES NORTH ALONG A ROAD LEADING TO CAMP T FROM THE POST
 RY0649'OFFICE AT HEADQUARTERS, 52 FEET SOUTH OF THE CENTER OF THE CROSSING OF
 RY0649'A LOGGING COMPANY RAILROAD, 28 FEET SOUTHWEST OF THE CENTER LINE OF
 RY0649'THE ROAD, 45.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 1.6
 RY0649'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 RY0649'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0633 ***********************************************************************
 RY0633  DESIGNATION -  K 203
 RY0633  PID         -  RY0633
 RY0633  STATE/COUNTY-  ID/CLEARWATER
 RY0633  USGS QUAD   -  JOHN LEWIS MMOUNTAIN (1994)
 RY0633
 RY0633                         *CURRENT SURVEY CONTROL
 RY0633  ___________________________________________________________________
 RY0633* NAD 83(1986)-  46 40 07.     (N)    115 59 12.     (W)     SCALED    
 RY0633* NAVD 88     -       497.351  (meters)    1631.73   (feet)  ADJUSTED  
 RY0633  ___________________________________________________________________
 RY0633  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 RY0633  DYNAMIC HT  -         497.327 (meters)    1631.65  (feet)  COMP
 RY0633  MODELED GRAV-     980,551.8   (mgal)                       NAVD 88
 RY0633
 RY0633  VERT ORDER  -  SECOND    CLASS 0
 RY0633
 RY0633.The horizontal coordinates were scaled from a topographic map and have
 RY0633.an estimated accuracy of +/- 6 seconds.
 RY0633
 RY0633.The orthometric height was determined by differential leveling
 RY0633.and adjusted by the National Geodetic Survey in June 1991..
 RY0633
 RY0633.The geoid height was determined by GEOID03.
 RY0633
 RY0633.The dynamic height is computed by dividing the NAVD 88
 RY0633.geopotential number by the normal gravity value computed on the
 RY0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0633.degrees latitude (g = 980.6199 gals.).
 RY0633
 RY0633.The modeled gravity was interpolated from observed gravity values.
 RY0633
 RY0633;                    North         East    Units  Estimated Accuracy
 RY0633;SPC ID W     -   555,780.      781,890.      MT  (+/- 180 meters Scaled)
 RY0633
 RY0633                          SUPERSEDED SURVEY CONTROL
 RY0633
 RY0633  NGVD 29 (??/??/92)  496.280  (m)         1628.21   (f) ADJ UNCH    2 0
 RY0633
 RY0633.Superseded values are not recommended for survey control.
 RY0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0633.See file dsdata.txt to determine how the superseded data were derived.
 RY0633
 RY0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM775688(NAD 83)
 RY0633_MARKER: DB = BENCH MARK DISK
 RY0633_SETTING: 80 = SET IN A BOULDER
 RY0633_STAMPING: K 203 1959
 RY0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0633+STABILITY: SURFACE MOTION
 RY0633
 RY0633  HISTORY     - Date     Condition        Report By
 RY0633  HISTORY     - 1959     MONUMENTED       CGS
 RY0633
 RY0633                          STATION DESCRIPTION
 RY0633
 RY0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0633'27.9 MI NW FROM PIERCE.
 RY0633'ABOUT 5.95 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE PUBLIC
 RY0633'LIBRARY AT PIERCE, THENCE 21.95 MILES NORTHWEST ALONG A GRAVEL ROAD,
 RY0633'1.1 MILES NORTH OF THE MOUTH OF BIG CREEK, 0.2 MILE EAST OF A Y
 RY0633'JUNCTION, IN THE TOP OF A 3-BY 4-FOOT BOULDER, 5 1/2 FEET NORTH OF THE
 RY0633'CENTER LINE OF THE ROAD, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0582 ***********************************************************************
 RY0582  DESIGNATION -  K 204
 RY0582  PID         -  RY0582
 RY0582  STATE/COUNTY-  ID/CLEARWATER
 RY0582  USGS QUAD   -  TOWNSHIP BUTTE (1994)
 RY0582
 RY0582                         *CURRENT SURVEY CONTROL
 RY0582  ___________________________________________________________________
 RY0582* NAD 83(1986)-  46 49 46.     (N)    115 55 05.     (W)     SCALED    
 RY0582* NAVD 88     -       442.228  (meters)    1450.88   (feet)  ADJUSTED  
 RY0582  ___________________________________________________________________
 RY0582  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 RY0582  DYNAMIC HT  -         442.168 (meters)    1450.68  (feet)  COMP
 RY0582  MODELED GRAV-     980,468.7   (mgal)                       NAVD 88
 RY0582
 RY0582  VERT ORDER  -  SECOND    CLASS 0
 RY0582
 RY0582.The horizontal coordinates were scaled from a topographic map and have
 RY0582.an estimated accuracy of +/- 6 seconds.
 RY0582
 RY0582.The orthometric height was determined by differential leveling
 RY0582.and adjusted by the National Geodetic Survey in June 1991..
 RY0582
 RY0582.The geoid height was determined by GEOID03.
 RY0582
 RY0582.The dynamic height is computed by dividing the NAVD 88
 RY0582.geopotential number by the normal gravity value computed on the
 RY0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0582.degrees latitude (g = 980.6199 gals.).
 RY0582
 RY0582.The modeled gravity was interpolated from observed gravity values.
 RY0582
 RY0582;                    North         East    Units  Estimated Accuracy
 RY0582;SPC ID W     -   573,650.      787,180.      MT  (+/- 180 meters Scaled)
 RY0582
 RY0582                          SUPERSEDED SURVEY CONTROL
 RY0582
 RY0582  NGVD 29 (??/??/92)  441.075  (m)         1447.09   (f) ADJ UNCH    2 0
 RY0582
 RY0582.Superseded values are not recommended for survey control.
 RY0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0582.See file dsdata.txt to determine how the superseded data were derived.
 RY0582
 RY0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM825867(NAD 83)
 RY0582_MARKER: DB = BENCH MARK DISK
 RY0582_SETTING: 0 = UNSPECIFIED SETTING
 RY0582_STAMPING: K 204 1959
 RY0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0582
 RY0582  HISTORY     - Date     Condition        Report By
 RY0582  HISTORY     - 1959     MONUMENTED       CGS
 RY0582
 RY0582                          STATION DESCRIPTION
 RY0582
 RY0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0582'37.9 MI NE FROM AHSAHKA.
 RY0582'ABOUT 37.9 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0582'FROM THE RIVER BRIDGE AT AHSAHKA, 0.4 MILE SOUTH OF A STEEL BRIDGE,
 RY0582'NORTHWEST OF THE FORKS OF THE LITTLE NORTH FORK OF THE CLEARWATER
 RY0582'RIVER AND THE NORTH FORK OF THE CLEARWATER RIVER, 90 FEET NORTH OF THE
 RY0582'Y JUNCTION OF A ROAD LEADING TO AN ISLAND AT THE MOUTH OF THE LITTLE
 RY0582'NORTH FORK OF THE CLEARWATER RIVER, 20 FEET EAST OF THE CENTER LINE OF
 RY0582'THE ROAD, 3.6 FEET SOUTH OF A WITNESS POST, AND ABOUT 2 FEET LOWER
 RY0582'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0274 ***********************************************************************
 RY0274  DESIGNATION -  K 216
 RY0274  PID         -  RY0274
 RY0274  STATE/COUNTY-  ID/IDAHO
 RY0274  USGS QUAD   -  WEITAS BUTTE (1994)
 RY0274
 RY0274                         *CURRENT SURVEY CONTROL
 RY0274  ___________________________________________________________________
 RY0274* NAD 83(1986)-  46 25 19.     (N)    115 26 38.     (W)     SCALED    
 RY0274* NAVD 88     -      1696.720  (meters)    5566.66   (feet)  ADJUSTED  
 RY0274  ___________________________________________________________________
 RY0274  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 RY0274  DYNAMIC HT  -        1696.206 (meters)    5564.97  (feet)  COMP
 RY0274  MODELED GRAV-     980,250.4   (mgal)                       NAVD 88
 RY0274
 RY0274  VERT ORDER  -  FIRST     CLASS II
 RY0274
 RY0274.The horizontal coordinates were scaled from a topographic map and have
 RY0274.an estimated accuracy of +/- 6 seconds.
 RY0274
 RY0274.The orthometric height was determined by differential leveling
 RY0274.and adjusted by the National Geodetic Survey in June 1991..
 RY0274
 RY0274.The geoid height was determined by GEOID03.
 RY0274
 RY0274.The dynamic height is computed by dividing the NAVD 88
 RY0274.geopotential number by the normal gravity value computed on the
 RY0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0274.degrees latitude (g = 980.6199 gals.).
 RY0274
 RY0274.The modeled gravity was interpolated from observed gravity values.
 RY0274
 RY0274;                    North         East    Units  Estimated Accuracy
 RY0274;SPC ID W     -   528,380.      823,530.      MT  (+/- 180 meters Scaled)
 RY0274
 RY0274                          SUPERSEDED SURVEY CONTROL
 RY0274
 RY0274  NGVD 29 (??/??/92) 1695.436  (m)         5562.44   (f) ADJ UNCH    1 2
 RY0274
 RY0274.Superseded values are not recommended for survey control.
 RY0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0274.See file dsdata.txt to determine how the superseded data were derived.
 RY0274
 RY0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM195421(NAD 83)
 RY0274_MARKER: DB = BENCH MARK DISK
 RY0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0274_STAMPING: K 216 1935
 RY0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0274+STABILITY: SURFACE MOTION
 RY0274
 RY0274  HISTORY     - Date     Condition        Report By
 RY0274  HISTORY     - 1935     MONUMENTED       CGS
 RY0274  HISTORY     - 1950     GOOD             NGS
 RY0274
 RY0274                          STATION DESCRIPTION
 RY0274
 RY0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0274'6.1 MI W FROM SHERMAN SADDLE.
 RY0274'6.1 MILES WEST ALONG THE LOLO TRAIL ROAD FROM SHERMAN SADDLE, 150 FEET
 RY0274'NORTHEAST OF THE TOP OF THE STEEPEST PART OF A GRADE, 57.6 FEET WEST
 RY0274'OF THE NORTHWEST END OF A 12-INCH CORRUGATED METAL PIPE CULVERT, 34
 RY0274'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET WEST OF A
 RY0274'WITNESS POST, ABOUT 10 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 RY0274'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0259 ***********************************************************************
 QB0259  DESIGNATION -  K 217
 QB0259  PID         -  QB0259
 QB0259  STATE/COUNTY-  ID/WASHINGTON
 QB0259  USGS QUAD   -  OLDS FERRY (1974)
 QB0259
 QB0259                         *CURRENT SURVEY CONTROL
 QB0259  ___________________________________________________________________
 QB0259* NAD 83(1986)-  44 15 41.     (N)    117 10 06.     (W)     SCALED    
 QB0259* NAVD 88     -       638.797  (meters)    2095.79   (feet)  ADJUSTED  
 QB0259  ___________________________________________________________________
 QB0259  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 QB0259  DYNAMIC HT  -         638.624 (meters)    2095.22  (feet)  COMP
 QB0259  MODELED GRAV-     980,327.5   (mgal)                       NAVD 88
 QB0259
 QB0259  VERT ORDER  -  FIRST     CLASS II
 QB0259
 QB0259.The horizontal coordinates were scaled from a topographic map and have
 QB0259.an estimated accuracy of +/- 6 seconds.
 QB0259
 QB0259.The orthometric height was determined by differential leveling
 QB0259.and adjusted by the National Geodetic Survey in June 1991..
 QB0259
 QB0259.The geoid height was determined by GEOID03.
 QB0259
 QB0259.The dynamic height is computed by dividing the NAVD 88
 QB0259.geopotential number by the normal gravity value computed on the
 QB0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0259.degrees latitude (g = 980.6199 gals.).
 QB0259
 QB0259.The modeled gravity was interpolated from observed gravity values.
 QB0259
 QB0259;                    North         East    Units  Estimated Accuracy
 QB0259;SPC ID W     -   289,210.      686,750.      MT  (+/- 180 meters Scaled)
 QB0259
 QB0259                          SUPERSEDED SURVEY CONTROL
 QB0259
 QB0259  NGVD 29 (??/??/92)  637.818  (m)         2092.57   (f) ADJ UNCH    1 2
 QB0259
 QB0259.Superseded values are not recommended for survey control.
 QB0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0259.See file dsdata.txt to determine how the superseded data were derived.
 QB0259
 QB0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK865009(NAD 83)
 QB0259_MARKER: DB = BENCH MARK DISK
 QB0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0259_SP_SET: ABUTMENT
 QB0259_STAMPING: K 217 1941
 QB0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0259
 QB0259  HISTORY     - Date     Condition        Report By
 QB0259  HISTORY     - 1941     MONUMENTED       CGS
 QB0259
 QB0259                          STATION DESCRIPTION
 QB0259
 QB0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0259'2.9 MI E FROM OLDS FERRY.
 QB0259'ABOUT 2.9 MILES EAST OF OLDS FERRY, WASHINGTON COUNTY, ON UNION
 QB0259'PACIFIC RR, IN THE EAST ABUTMENT ON THE NORTH SIDE OF BRIDGE 527.13, 6
 QB0259'FEET NORTH OF CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0304 ***********************************************************************
 QB0304  DESIGNATION -  K 218
 QB0304  PID         -  QB0304
 QB0304  STATE/COUNTY-  ID/PAYETTE
 QB0304  USGS QUAD   -  PAYETTE (1974)
 QB0304
 QB0304                         *CURRENT SURVEY CONTROL
 QB0304  ___________________________________________________________________
 QB0304* NAD 83(1986)-  44 06 06.     (N)    116 55 19.     (W)     SCALED    
 QB0304* NAVD 88     -       653.115  (meters)    2142.76   (feet)  ADJUSTED  
 QB0304  ___________________________________________________________________
 QB0304  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 QB0304  DYNAMIC HT  -         652.929 (meters)    2142.15  (feet)  COMP
 QB0304  MODELED GRAV-     980,311.8   (mgal)                       NAVD 88
 QB0304
 QB0304  VERT ORDER  -  FIRST     CLASS II
 QB0304
 QB0304.The horizontal coordinates were scaled from a topographic map and have
 QB0304.an estimated accuracy of +/- 6 seconds.
 QB0304
 QB0304.The orthometric height was determined by differential leveling
 QB0304.and adjusted by the National Geodetic Survey in June 1991..
 QB0304
 QB0304.The geoid height was determined by GEOID03.
 QB0304
 QB0304.The dynamic height is computed by dividing the NAVD 88
 QB0304.geopotential number by the normal gravity value computed on the
 QB0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0304.degrees latitude (g = 980.6199 gals.).
 QB0304
 QB0304.The modeled gravity was interpolated from observed gravity values.
 QB0304
 QB0304;                    North         East    Units  Estimated Accuracy
 QB0304;SPC ID W     -   271,160.      706,170.      MT  (+/- 180 meters Scaled)
 QB0304
 QB0304                          SUPERSEDED SURVEY CONTROL
 QB0304
 QB0304  NGVD 29 (??/??/92)  652.144  (m)         2139.58   (f) ADJ UNCH    1 2
 QB0304
 QB0304.Superseded values are not recommended for survey control.
 QB0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0304.See file dsdata.txt to determine how the superseded data were derived.
 QB0304
 QB0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ062831(NAD 83)
 QB0304_MARKER: DB = BENCH MARK DISK
 QB0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0304_SP_SET: CULVERT
 QB0304_STAMPING: K 218 1941
 QB0304_MARK LOGO: CGS   
 QB0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0304
 QB0304  HISTORY     - Date     Condition        Report By
 QB0304  HISTORY     - 1941     MONUMENTED       CGS
 QB0304  HISTORY     - 1983     GOOD             NGS
 QB0304
 QB0304                          STATION DESCRIPTION
 QB0304
 QB0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 QB0304'2.0 MI N FROM PAYETTE.
 QB0304'ABOUT 2.0 MILES NORTH OF DEPOT AT PAYETTE.  PAYETTE COUNTY, ON UNION
 QB0304'PACIFIC RR, IN EAST END ON SOUTH SIDE OF CULVERT 504.66.
 QB0304
 QB0304                          STATION RECOVERY (1983)
 QB0304
 QB0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0304'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.8 KM
 QB0304'(1.75 MI) NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 QB0304'IN PAYETTE, IN TOP OF AND 0.15 METER (0.5 FT) NORTHEAST OF THE
 QB0304'SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 5- BY 5-FOOT BOX CULVERT
 QB0304'NUMBERED 504.66, 0.55 KM (0.35 MI) SOUTHWEST OF MILEPOLE 505, 3.0
 QB0304'METERS (10 FT) NORTHEAST OF THE NORTHEAST RAIL.
 QB0304'THE MARK IS 2.4 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0242 ***********************************************************************
 NV0242  DESIGNATION -  K 219
 NV0242  PID         -  NV0242
 NV0242  STATE/COUNTY-  ID/GOODING
 NV0242  USGS QUAD   -  GOODING (1992)
 NV0242
 NV0242                         *CURRENT SURVEY CONTROL
 NV0242  ___________________________________________________________________
 NV0242* NAD 83(1986)-  42 57 01.     (N)    114 38 45.     (W)     SCALED    
 NV0242* NAVD 88     -      1107.050  (meters)    3632.05   (feet)  ADJUSTED  
 NV0242  ___________________________________________________________________
 NV0242  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 NV0242  DYNAMIC HT  -        1106.507 (meters)    3630.26  (feet)  COMP
 NV0242  MODELED GRAV-     980,092.2   (mgal)                       NAVD 88
 NV0242
 NV0242  VERT ORDER  -  FIRST     CLASS II
 NV0242
 NV0242.The horizontal coordinates were scaled from a topographic map and have
 NV0242.an estimated accuracy of +/- 6 seconds.
 NV0242
 NV0242.The orthometric height was determined by differential leveling
 NV0242.and adjusted by the National Geodetic Survey in June 1991..
 NV0242
 NV0242.The geoid height was determined by GEOID03.
 NV0242
 NV0242.The dynamic height is computed by dividing the NAVD 88
 NV0242.geopotential number by the normal gravity value computed on the
 NV0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0242.degrees latitude (g = 980.6199 gals.).
 NV0242
 NV0242.The modeled gravity was interpolated from observed gravity values.
 NV0242
 NV0242;                    North         East    Units  Estimated Accuracy
 NV0242;SPC ID C     -   142,780.      447,300.      MT  (+/- 180 meters Scaled)
 NV0242
 NV0242                          SUPERSEDED SURVEY CONTROL
 NV0242
 NV0242  NGVD 29 (??/??/92) 1106.192  (m)         3629.23   (f) ADJ UNCH    1 2
 NV0242
 NV0242.Superseded values are not recommended for survey control.
 NV0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0242.See file dsdata.txt to determine how the superseded data were derived.
 NV0242
 NV0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH920579(NAD 83)
 NV0242_MARKER: DB = BENCH MARK DISK
 NV0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0242_SP_SET: SIPHON
 NV0242_STAMPING: K 219 1941
 NV0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0242
 NV0242  HISTORY     - Date     Condition        Report By
 NV0242  HISTORY     - 1941     MONUMENTED       CGS
 NV0242  HISTORY     - 1983     GOOD             NGS
 NV0242
 NV0242                          STATION DESCRIPTION
 NV0242
 NV0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NV0242'3.4 MI E FROM GOODING.
 NV0242'3.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0242'GOODING, GOODING COUNTY, 2-1/2 POLES EAST OF SEMAPHORE 3344, AT
 NV0242'IRRIGATION SIPHON 334.31, IN THE TOP OF THE SOUTH CONCRETE HEADWALL,
 NV0242'AND 18 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 NV0242'STAMPED K 219 1941.
 NV0242
 NV0242                          STATION RECOVERY (1983)
 NV0242
 NV0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0484 ***********************************************************************
 NV0484  DESIGNATION -  K 220
 NV0484  PID         -  NV0484
 NV0484  STATE/COUNTY-  ID/ELMORE
 NV0484  USGS QUAD   -  GLENNS FERRY (1992)
 NV0484
 NV0484                         *CURRENT SURVEY CONTROL
 NV0484  ___________________________________________________________________
 NV0484* NAD 83(1986)-  42 56 44.     (N)    115 19 40.     (W)     SCALED    
 NV0484* NAVD 88     -       773.626  (meters)    2538.14   (feet)  ADJUSTED  
 NV0484  ___________________________________________________________________
 NV0484  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 NV0484  DYNAMIC HT  -         773.306 (meters)    2537.09  (feet)  COMP
 NV0484  MODELED GRAV-     980,181.0   (mgal)                       NAVD 88
 NV0484
 NV0484  VERT ORDER  -  FIRST     CLASS II
 NV0484
 NV0484.The horizontal coordinates were scaled from a topographic map and have
 NV0484.an estimated accuracy of +/- 6 seconds.
 NV0484
 NV0484.The orthometric height was determined by differential leveling
 NV0484.and adjusted by the National Geodetic Survey in June 1991..
 NV0484
 NV0484.The geoid height was determined by GEOID03.
 NV0484
 NV0484.The dynamic height is computed by dividing the NAVD 88
 NV0484.geopotential number by the normal gravity value computed on the
 NV0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0484.degrees latitude (g = 980.6199 gals.).
 NV0484
 NV0484.The modeled gravity was interpolated from observed gravity values.
 NV0484
 NV0484;                    North         East    Units  Estimated Accuracy
 NV0484;SPC ID W     -   142,140.      834,460.      MT  (+/- 180 meters Scaled)
 NV0484
 NV0484                          SUPERSEDED SURVEY CONTROL
 NV0484
 NV0484  NGVD 29 (??/??/92)  772.811  (m)         2535.46   (f) ADJ UNCH    1 2
 NV0484
 NV0484.Superseded values are not recommended for survey control.
 NV0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0484.See file dsdata.txt to determine how the superseded data were derived.
 NV0484
 NV0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH364561(NAD 83)
 NV0484_MARKER: DB = BENCH MARK DISK
 NV0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0484_STAMPING: K 220 1941
 NV0484_MARK LOGO: CGS   
 NV0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0484+STABILITY: SURFACE MOTION
 NV0484
 NV0484  HISTORY     - Date     Condition        Report By
 NV0484  HISTORY     - 1941     MONUMENTED       CGS
 NV0484  HISTORY     - 1960     GOOD             NGS
 NV0484  HISTORY     - 1975     GOOD             NGS
 NV0484  HISTORY     - 1983     GOOD             NGS
 NV0484
 NV0484                          STATION DESCRIPTION
 NV0484
 NV0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NV0484'2.0 MI W FROM GLENNS FERRY.
 NV0484'ABOUT 1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0484'AT GLENNS FERRY, THENCE 0.3 MILE SOUTH ACROSS COUNTRY, NEAR THE
 NV0484'ENTRANCE TO GLENS FERRY AIRPORT, 22 FEET WEST OF THE CENTER LINE OF A
 NV0484'NORTH-SOUTH TRACK ROAD, 17 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 NV0484'GRAVEL ROAD LEADING EAST ALONG THE NORTH SIDE OF THE AIRPORT, 8 FEET
 NV0484'NORTH OF THE NORTH END OF A GATE, 0.8 FOOT WEST OF A FENCE, 0.5 FOOT
 NV0484'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROADS AND IN THE TOP OF A
 NV0484'CONCRETE POST PROJECTING 0.5 FOOT.
 NV0484
 NV0484                          STATION RECOVERY (1975)
 NV0484
 NV0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NV0484'AZIMUTH MARK FOR TRIANGULATION STATION GLENNS FERRY 1945. REACHED
 NV0484'FROM THE CROSS STREET, JUST WEST OF THE GLENNS FERRY POST OFFICE GO
 NV0484'SOUTH ON COMMERCIAL STREET FOR 0.5 MILE TO THE END OF THE STREET,
 NV0484'TURN RIGHT, AND GO WEST ON THE MACADAM ROAD FOR 1.6 MILES TO A
 NV0484'TURNAROUND, AND THE BENCH MARK, 50 FEET NORTHWEST OF THE TURNAROUND,
 NV0484'14 FEET NORTH OF THE CENTER OF THE TRACK ROAD INTO THE FIELD, 9 FEET
 NV0484'SOUTH OF A T FENCE CORNER, 8 FEET NORTH OF THE NORTH END OF A GATE, 1
 NV0484'FOOT WEST OF THE NORTH-SOUTH FENCE LINE, AND 1 FOOT EAST OF A METAL
 NV0484'WITNESS POST SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NV0484'7-INCHES.
 NV0484
 NV0484                          STATION RECOVERY (1983)
 NV0484
 NV0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0483 ***********************************************************************
 OH0483  DESIGNATION -  K 222
 OH0483  PID         -  OH0483
 OH0483  STATE/COUNTY-  ID/CANYON
 OH0483  USGS QUAD   -  NOTUS (1971)
 OH0483
 OH0483                         *CURRENT SURVEY CONTROL
 OH0483  ___________________________________________________________________
 OH0483* NAD 83(1986)-  43 43 25.     (N)    116 47 45.     (W)     SCALED    
 OH0483* NAVD 88     -       706.568  (meters)    2318.13   (feet)  ADJUSTED  
 OH0483  ___________________________________________________________________
 OH0483  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 OH0483  DYNAMIC HT  -         706.337 (meters)    2317.37  (feet)  COMP
 OH0483  MODELED GRAV-     980,269.8   (mgal)                       NAVD 88
 OH0483
 OH0483  VERT ORDER  -  FIRST     CLASS II
 OH0483
 OH0483.The horizontal coordinates were scaled from a topographic map and have
 OH0483.an estimated accuracy of +/- 6 seconds.
 OH0483
 OH0483.The orthometric height was determined by differential leveling
 OH0483.and adjusted by the National Geodetic Survey in June 1991..
 OH0483
 OH0483.The geoid height was determined by GEOID03.
 OH0483
 OH0483.The dynamic height is computed by dividing the NAVD 88
 OH0483.geopotential number by the normal gravity value computed on the
 OH0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0483.degrees latitude (g = 980.6199 gals.).
 OH0483
 OH0483.The modeled gravity was interpolated from observed gravity values.
 OH0483
 OH0483;                    North         East    Units  Estimated Accuracy
 OH0483;SPC ID W     -   229,020.      715,740.      MT  (+/- 180 meters Scaled)
 OH0483
 OH0483                          SUPERSEDED SURVEY CONTROL
 OH0483
 OH0483  NGVD 29 (??/??/92)  705.631  (m)         2315.06   (f) ADJ UNCH    1 2
 OH0483
 OH0483.Superseded values are not recommended for survey control.
 OH0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0483.See file dsdata.txt to determine how the superseded data were derived.
 OH0483
 OH0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ164411(NAD 83)
 OH0483_MARKER: DD = SURVEY DISK
 OH0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0483_STAMPING: K 222 1941
 OH0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0483+STABILITY: SURFACE MOTION
 OH0483
 OH0483  HISTORY     - Date     Condition        Report By
 OH0483  HISTORY     - 1941     MONUMENTED       IDPWD
 OH0483  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0483  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0483
 OH0483                          STATION DESCRIPTION
 OH0483
 OH0483'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1941
 OH0483'0.3 MI SE FROM NOTUS.
 OH0483'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE UNION PACIFIC
 OH0483'RAILROAD STATION AT NOTUS, CANYON COUNTY, 0.1 MILE SOUTHEAST OF A
 OH0483'CATTLE PEN, 45 FEET SOUTHWEST OF A FARM ENTRANCE, 15 FEET SOUTHEAST OF
 OH0483'POLE 1322, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 63 FEET
 OH0483'NORTHEAST OF THE CENTERLINE OF THE UNION PACIFIC RAILROAD MAIN TRACK,
 OH0483'AND NEAR A WHITE WOODEN WITNESS POST.  AN IDAHO DEPARTMENT OF PUBLIC
 OH0483'WORKS STANDARD DISK, STAMPED K 222 1941 AND SET IN THE TOP OF A
 OH0483'CONCRETE POST.
 OH0483
 OH0483                          STATION RECOVERY (1979)
 OH0483
 OH0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0483'HIGHWAY 18 IS NOW 20.
 OH0483
 OH0483                          STATION RECOVERY (1983)
 OH0483
 OH0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0483'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0506 ***********************************************************************
 OH0506  DESIGNATION -  K 223
 OH0506  PID         -  OH0506
 OH0506  STATE/COUNTY-  ID/CANYON
 OH0506  USGS QUAD   -  NAMPA (1971)
 OH0506
 OH0506                         *CURRENT SURVEY CONTROL
 OH0506  ___________________________________________________________________
 OH0506* NAD 83(1986)-  43 34 58.     (N)    116 34 13.     (W)     SCALED    
 OH0506* NAVD 88     -       758.196  (meters)    2487.51   (feet)  ADJUSTED  
 OH0506  ___________________________________________________________________
 OH0506  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 OH0506  DYNAMIC HT  -         757.933 (meters)    2486.65  (feet)  COMP
 OH0506  MODELED GRAV-     980,247.6   (mgal)                       NAVD 88
 OH0506
 OH0506  VERT ORDER  -  FIRST     CLASS II
 OH0506
 OH0506.The horizontal coordinates were scaled from a topographic map and have
 OH0506.an estimated accuracy of +/- 6 seconds.
 OH0506
 OH0506.The orthometric height was determined by differential leveling
 OH0506.and adjusted by the National Geodetic Survey in June 1991..
 OH0506
 OH0506.The geoid height was determined by GEOID03.
 OH0506
 OH0506.The dynamic height is computed by dividing the NAVD 88
 OH0506.geopotential number by the normal gravity value computed on the
 OH0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0506.degrees latitude (g = 980.6199 gals.).
 OH0506
 OH0506.The modeled gravity was interpolated from observed gravity values.
 OH0506
 OH0506;                    North         East    Units  Estimated Accuracy
 OH0506;SPC ID W     -   213,170.      733,750.      MT  (+/- 180 meters Scaled)
 OH0506
 OH0506                          SUPERSEDED SURVEY CONTROL
 OH0506
 OH0506  NGVD 29 (??/??/92)  757.261  (m)         2484.45   (f) ADJ UNCH    1 2
 OH0506
 OH0506.Superseded values are not recommended for survey control.
 OH0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0506.See file dsdata.txt to determine how the superseded data were derived.
 OH0506
 OH0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ346256(NAD 83)
 OH0506_MARKER: DB = BENCH MARK DISK
 OH0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0506_SP_SET: CAPSTONE
 OH0506_STAMPING: K 223 1941
 OH0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0506
 OH0506  HISTORY     - Date     Condition        Report By
 OH0506  HISTORY     - 1941     MONUMENTED       CGS
 OH0506  HISTORY     - 1951     GOOD             NGS
 OH0506  HISTORY     - 1979     GOOD             NGS
 OH0506  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0506
 OH0506                          STATION DESCRIPTION
 OH0506
 OH0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 OH0506'IN NAMPA.
 OH0506'AT NAMPA, CANYON COUNTY, IN THE WESTERN PART OF THE TOWN, AT THE NORTH
 OH0506'ENTRANCE TO THE NAMPA HIGH SCHOOL, ABOUT 6 FEET FROM THE CENTER OF THE
 OH0506'WALK, AND IN THE TOP OF THE SOUTHEAST CAPSTONE OF THE ENTRANCE STEPS.
 OH0506'A STANDARD DISK, STAMPED K 223 1941.
 OH0506
 OH0506                          STATION RECOVERY (1979)
 OH0506
 OH0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0506'THE HIGH SCHOOL IS NOW NAMPA WEST JUNIOR HIGH SCHOOL NOW ABANDONED.
 OH0506
 OH0506                          STATION RECOVERY (1983)
 OH0506
 OH0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0506'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0257 ***********************************************************************
 OH0257  DESIGNATION -  K 224
 OH0257  PID         -  OH0257
 OH0257  STATE/COUNTY-  ID/ADA
 OH0257  USGS QUAD   -  OWYHEE (1992)
 OH0257
 OH0257                         *CURRENT SURVEY CONTROL
 OH0257  ___________________________________________________________________
 OH0257* NAD 83(1986)-  43 23 29.     (N)    116 09 15.     (W)     SCALED    
 OH0257* NAVD 88     -       928.294  (meters)    3045.58   (feet)  ADJUSTED  
 OH0257  ___________________________________________________________________
 OH0257  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 OH0257  DYNAMIC HT  -         927.904 (meters)    3044.30  (feet)  COMP
 OH0257  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 OH0257
 OH0257  VERT ORDER  -  FIRST     CLASS II
 OH0257
 OH0257.The horizontal coordinates were scaled from a topographic map and have
 OH0257.an estimated accuracy of +/- 6 seconds.
 OH0257
 OH0257.The orthometric height was determined by differential leveling
 OH0257.and adjusted by the National Geodetic Survey in June 1991..
 OH0257
 OH0257.The geoid height was determined by GEOID03.
 OH0257
 OH0257.The dynamic height is computed by dividing the NAVD 88
 OH0257.geopotential number by the normal gravity value computed on the
 OH0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0257.degrees latitude (g = 980.6199 gals.).
 OH0257
 OH0257.The modeled gravity was interpolated from observed gravity values.
 OH0257
 OH0257;                    North         East    Units  Estimated Accuracy
 OH0257;SPC ID W     -   191,660.      767,260.      MT  (+/- 180 meters Scaled)
 OH0257
 OH0257                          SUPERSEDED SURVEY CONTROL
 OH0257
 OH0257  NGVD 29 (??/??/92)  927.322  (m)         3042.39   (f) ADJ UNCH    1 2
 OH0257
 OH0257.Superseded values are not recommended for survey control.
 OH0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0257.See file dsdata.txt to determine how the superseded data were derived.
 OH0257
 OH0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ685046(NAD 83)
 OH0257_MARKER: DB = BENCH MARK DISK
 OH0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0257_STAMPING: K 224 1941
 OH0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0257+STABILITY: SURFACE MOTION
 OH0257
 OH0257  HISTORY     - Date     Condition        Report By
 OH0257  HISTORY     - 1941     MONUMENTED       CGS
 OH0257  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0257
 OH0257                          STATION DESCRIPTION
 OH0257
 OH0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0257'3.0 MI SE FROM OWHYEE.
 OH0257'3.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM OWHYEE, ADA
 OH0257'COUNTY, AT MILEPOST 432, 75 FEET NORTHEAST OF THE CENTERLINE OF THE
 OH0257'TRACK, 12 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND NEAR A WHITE
 OH0257'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 224 1941 AND SET IN
 OH0257'THE TOP OF A CONCRETE POST.
 OH0257
 OH0257                          STATION RECOVERY (1979)
 OH0257
 OH0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0483 ***********************************************************************
 NV0483  DESIGNATION -  K 225
 NV0483  PID         -  NV0483
 NV0483  STATE/COUNTY-  ID/ELMORE
 NV0483  USGS QUAD   -  GLENNS FERRY (1992)
 NV0483
 NV0483                         *CURRENT SURVEY CONTROL
 NV0483  ___________________________________________________________________
 NV0483* NAD 83(1986)-  42 56 59.     (N)    115 19 44.     (W)     SCALED    
 NV0483* NAVD 88     -       778.477  (meters)    2554.05   (feet)  ADJUSTED  
 NV0483  ___________________________________________________________________
 NV0483  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 NV0483  DYNAMIC HT  -         778.155 (meters)    2553.00  (feet)  COMP
 NV0483  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 NV0483
 NV0483  VERT ORDER  -  FIRST     CLASS II
 NV0483
 NV0483.The horizontal coordinates were scaled from a topographic map and have
 NV0483.an estimated accuracy of +/- 6 seconds.
 NV0483
 NV0483.The orthometric height was determined by differential leveling
 NV0483.and adjusted by the National Geodetic Survey in June 1991..
 NV0483.WARNING-Repeat measurements at this control monument indicate possible
 NV0483.vertical movement.
 NV0483
 NV0483.The geoid height was determined by GEOID03.
 NV0483
 NV0483.The dynamic height is computed by dividing the NAVD 88
 NV0483.geopotential number by the normal gravity value computed on the
 NV0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0483.degrees latitude (g = 980.6199 gals.).
 NV0483
 NV0483.The modeled gravity was interpolated from observed gravity values.
 NV0483
 NV0483;                    North         East    Units  Estimated Accuracy
 NV0483;SPC ID W     -   142,600.      834,360.      MT  (+/- 180 meters Scaled)
 NV0483
 NV0483                          SUPERSEDED SURVEY CONTROL
 NV0483
 NV0483  NGVD 29 (??/??/92)  777.691  (m)         2551.47   (f) ADJ UNCH    1 2
 NV0483
 NV0483.Superseded values are not recommended for survey control.
 NV0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0483.See file dsdata.txt to determine how the superseded data were derived.
 NV0483
 NV0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH363565(NAD 83)
 NV0483_MARKER: DB = BENCH MARK DISK
 NV0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0483_STAMPING: K 225 1960
 NV0483_MARK LOGO: CGS   
 NV0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0483+STABILITY: SURFACE MOTION
 NV0483
 NV0483  HISTORY     - Date     Condition        Report By
 NV0483  HISTORY     - 1960     MONUMENTED       CGS
 NV0483  HISTORY     - 1983     GOOD             NGS
 NV0483
 NV0483                          STATION DESCRIPTION
 NV0483
 NV0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NV0483'1.7 MI W FROM GLENNS FERRY.
 NV0483'ABOUT 1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0483'AT GLENNS FERRY, 43.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 NV0483'74 FEET NORTHWEST OF THE MARKER FOR CULVERT 375.58, 27 FEET NORTH OF
 NV0483'THE CENTER LINE OF AN ASPHALT ROAD, 16 FEET NORTH OF THE FIRST
 NV0483'TELEPHONE POLE ON NORTH SIDE OF TRACK, 7 FEET EAST OF THE EAST END OF
 NV0483'A PEDESTRIAN GATE IN THE FENCE, 1.1 FEET SOUTH OF THE FENCE, 2.0 FEET
 NV0483'NORTH OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE TRACK AND IN THE
 NV0483'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 NV0483
 NV0483                          STATION RECOVERY (1983)
 NV0483
 NV0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0212 ***********************************************************************
 OY0212  DESIGNATION -  K 226
 OY0212  PID         -  OY0212
 OY0212  STATE/COUNTY-  ID/BINGHAM
 OY0212  USGS QUAD   -  FIRTH (1979)
 OY0212
 OY0212                         *CURRENT SURVEY CONTROL
 OY0212  ___________________________________________________________________
 OY0212* NAD 83(1986)-  43 19 04.     (N)    112 10 18.     (W)     SCALED    
 OY0212* NAVD 88     -      1396.227  (meters)    4580.79   (feet)  ADJUSTED  
 OY0212  ___________________________________________________________________
 OY0212  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 OY0212  DYNAMIC HT  -        1395.467 (meters)    4578.29  (feet)  COMP
 OY0212  MODELED GRAV-     980,027.1   (mgal)                       NAVD 88
 OY0212
 OY0212  VERT ORDER  -  FIRST     CLASS I
 OY0212
 OY0212.The horizontal coordinates were scaled from a topographic map and have
 OY0212.an estimated accuracy of +/- 6 seconds.
 OY0212
 OY0212.The orthometric height was determined by differential leveling
 OY0212.and adjusted by the National Geodetic Survey in June 1991..
 OY0212
 OY0212.The geoid height was determined by GEOID03.
 OY0212
 OY0212.The dynamic height is computed by dividing the NAVD 88
 OY0212.geopotential number by the normal gravity value computed on the
 OY0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0212.degrees latitude (g = 980.6199 gals.).
 OY0212
 OY0212.The modeled gravity was interpolated from observed gravity values.
 OY0212
 OY0212;                    North         East    Units  Estimated Accuracy
 OY0212;SPC ID E     -   183,400.      199,590.      MT  (+/- 180 meters Scaled)
 OY0212
 OY0212                          SUPERSEDED SURVEY CONTROL
 OY0212
 OY0212  NGVD 29 (08/20/92) 1395.149  (m)         4577.25   (f) ADJUSTED    1 1
 OY0212
 OY0212.Superseded values are not recommended for survey control.
 OY0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0212.See file dsdata.txt to determine how the superseded data were derived.
 OY0212
 OY0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN049967(NAD 83)
 OY0212_MARKER: DB = BENCH MARK DISK
 OY0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0212_SP_SET: ABUTMENT
 OY0212_STAMPING: K 226 1960
 OY0212_MARK LOGO: CGS   
 OY0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0212+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 OY0212
 OY0212  HISTORY     - Date     Condition        Report By
 OY0212  HISTORY     - 1960     MONUMENTED       CGS
 OY0212  HISTORY     - 1967     GOOD             NGS
 OY0212  HISTORY     - 1983     GOOD             NGS
 OY0212  HISTORY     - 20020815 GOOD             NGS
 OY0212
 OY0212                          STATION DESCRIPTION
 OY0212
 OY0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0212'1.15 MI NE FROM FIRTH.
 OY0212'1.15 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0212'AT FIRTH, IN THE TOP AND 1.5 FEET EAST OF THE WEST END OF THE SOUTH
 OY0212'CONCRETE ABUTMENT OF RAILROAD BRIDGE 170.60 OVER BLACKFOOT CANAL, 7.1
 OY0212'FEET WEST OF THE WEST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 OY0212
 OY0212                          STATION RECOVERY (1967)
 OY0212
 OY0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0212'RECOVERED IN GOOD CONDITION.
 OY0212
 OY0212                          STATION RECOVERY (1983)
 OY0212
 OY0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0212'RECOVERED IN GOOD CONDITION.
 OY0212
 OY0212                          STATION RECOVERY (2002)
 OY0212
 OY0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CLS)
 OY0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0390 ***********************************************************************
 OX0390  DESIGNATION -  K 227
 OX0390  PID         -  OX0390
 OX0390  STATE/COUNTY-  ID/JEFFERSON
 OX0390  USGS QUAD   -  RIGBY (1979)
 OX0390
 OX0390                         *CURRENT SURVEY CONTROL
 OX0390  ___________________________________________________________________
 OX0390* NAD 83(1986)-  43 38 03.     (N)    111 56 13.     (W)     SCALED    
 OX0390* NAVD 88     -      1476.523  (meters)    4844.23   (feet)  ADJUSTED  
 OX0390  ___________________________________________________________________
 OX0390  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 OX0390  DYNAMIC HT  -        1475.757 (meters)    4841.71  (feet)  COMP
 OX0390  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 OX0390
 OX0390  VERT ORDER  -  FIRST     CLASS II
 OX0390
 OX0390.The horizontal coordinates were scaled from a topographic map and have
 OX0390.an estimated accuracy of +/- 6 seconds.
 OX0390
 OX0390.The orthometric height was determined by differential leveling
 OX0390.and adjusted by the National Geodetic Survey in June 1991..
 OX0390
 OX0390.The geoid height was determined by GEOID03.
 OX0390
 OX0390.The dynamic height is computed by dividing the NAVD 88
 OX0390.geopotential number by the normal gravity value computed on the
 OX0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0390.degrees latitude (g = 980.6199 gals.).
 OX0390
 OX0390.The modeled gravity was interpolated from observed gravity values.
 OX0390
 OX0390;                    North         East    Units  Estimated Accuracy
 OX0390;SPC ID E     -   218,580.      218,540.      MT  (+/- 180 meters Scaled)
 OX0390
 OX0390                          SUPERSEDED SURVEY CONTROL
 OX0390
 OX0390  NGVD 29 (08/20/92) 1475.436  (m)         4840.66   (f) ADJUSTED    1 2
 OX0390
 OX0390.Superseded values are not recommended for survey control.
 OX0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0390.See file dsdata.txt to determine how the superseded data were derived.
 OX0390
 OX0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP244316(NAD 83)
 OX0390_MARKER: DB = BENCH MARK DISK
 OX0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0390_SP_SET: CULVERT
 OX0390_STAMPING: K 227 1960
 OX0390_MARK LOGO: CGS   
 OX0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0390
 OX0390  HISTORY     - Date     Condition        Report By
 OX0390  HISTORY     - 1960     MONUMENTED       CGS
 OX0390  HISTORY     - 1983     GOOD             NGS
 OX0390
 OX0390                          STATION DESCRIPTION
 OX0390
 OX0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0390'3.0 MI SW FROM RIGBY.
 OX0390'3.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0390'AT RIGBY, 2 1/2 POLES SOUTHWEST OF MILEPOLE 11, DIRECTLY OPPOSITE
 OX0390'RAILROAD CULVERT 10.89, IN TOP OF THE CENTER OF THE NORTHWEST CONCRETE
 OX0390'HEAD WALL OF AN ASKEW CONCRETE CULVERT UNDER U.S. HIGHWAY 20 AND 191,
 OX0390'57.9 FEET EAST-SOUTHEAST OF THE SOUTHEAST RAIL, 19 1/2 FEET
 OX0390'WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 OX0390'THE TRACK.
 OX0390
 OX0390                          STATION RECOVERY (1983)
 OX0390
 OX0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0390'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 OX0390'THE FOLLOWING EXCEPTIONS, DELETE 2 1/2 POLES SOUTHWEST OF MILEPOLE 11.
 OX0390'CHANGE U.S. HIGHWAY 20 AND 191 TO SOUTH OLD YELLOWSTONE HIGHWAY.
 OX0390'ADD 129.0 METERS (423.2 FT) SOUTHWEST OF MILEPOST 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0434 ***********************************************************************
 OX0434  DESIGNATION -  K 228
 OX0434  PID         -  OX0434
 OX0434  STATE/COUNTY-  ID/MADISON
 OX0434  USGS QUAD   -  ST ANTHONY (1979)
 OX0434
 OX0434                         *CURRENT SURVEY CONTROL
 OX0434  ___________________________________________________________________
 OX0434* NAD 83(1986)-  43 53 01.     (N)    111 44 40.     (W)     SCALED    
 OX0434* NAVD 88     -      1494.179  (meters)    4902.15   (feet)  POSTED    
 OX0434  ___________________________________________________________________
 OX0434  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 OX0434  DYNAMIC HT  -        1493.410 (meters)    4899.63  (feet)  COMP
 OX0434  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 OX0434
 OX0434  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0434
 OX0434.The horizontal coordinates were scaled from a topographic map and have
 OX0434.an estimated accuracy of +/- 6 seconds.
 OX0434
 OX0434.The orthometric height was determined by differential leveling
 OX0434.and adjusted by the National Geodetic Survey in 1992..
 OX0434.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0434.rate of 2.1 thru 3.0 mm/km.
 OX0434
 OX0434.The geoid height was determined by GEOID03.
 OX0434
 OX0434.The dynamic height is computed by dividing the NAVD 88
 OX0434.geopotential number by the normal gravity value computed on the
 OX0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0434.degrees latitude (g = 980.6199 gals.).
 OX0434
 OX0434.The modeled gravity was interpolated from observed gravity values.
 OX0434
 OX0434;                    North         East    Units  Estimated Accuracy
 OX0434;SPC ID E     -   246,350.      233,930.      MT  (+/- 180 meters Scaled)
 OX0434
 OX0434                          SUPERSEDED SURVEY CONTROL
 OX0434
 OX0434  NGVD 29 (??/??/92) 1493.106  (m)         4898.63   (f) ADJ UNCH    1 2
 OX0434
 OX0434.Superseded values are not recommended for survey control.
 OX0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0434.See file dsdata.txt to determine how the superseded data were derived.
 OX0434
 OX0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP401592(NAD 83)
 OX0434_MARKER: DB = BENCH MARK DISK
 OX0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0434_STAMPING: K 228 1960
 OX0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0434+STABILITY: SURFACE MOTION
 OX0434
 OX0434  HISTORY     - Date     Condition        Report By
 OX0434  HISTORY     - 1960     MONUMENTED       CGS
 OX0434  HISTORY     - 1983     MARK NOT FOUND   NGS
 OX0434
 OX0434                          STATION DESCRIPTION
 OX0434
 OX0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0434'4.6 MI NE FROM REXBURG.
 OX0434'4.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0434'AT REXBURG, AT THE CROSSING OF A GRAVEL ROAD, AT RAILROAD CULVERT
 OX0434'30.66, 12.7 FEET WEST OF THE WEST RAIL, 45 FEET SOUTH OF THE CENTER
 OX0434'LINE OF THE ROAD, 9.0 FEET SOUTH OF THE CENTER OF THE WEST END OF
 OX0434'CULVERT 30.66, 1.6 FEET NORTH OF A FENCE, 1.3 FEET WEST OF A WITNESS
 OX0434'POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 OX0434'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OX0434
 OX0434                          STATION RECOVERY (1983)
 OX0434
 OX0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0434'THE AREA HAS BEEN PLOWED UP AND THE RAILROAD CULVERT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0441 ***********************************************************************
 PY0441  DESIGNATION -  K 229
 PY0441  PID         -  PY0441
 PY0441  STATE/COUNTY-  ID/FREMONT
 PY0441  USGS QUAD   -  ISLAND PARK (1964)
 PY0441
 PY0441                         *CURRENT SURVEY CONTROL
 PY0441  ___________________________________________________________________
 PY0441* NAD 83(1986)-  44 29 47.     (N)    111 16 20.     (W)     SCALED    
 PY0441* NAVD 88     -      1948.992  (meters)    6394.32   (feet)  POSTED    
 PY0441  ___________________________________________________________________
 PY0441  GEOID HEIGHT-          -9.20  (meters)                     GEOID03
 PY0441  DYNAMIC HT  -        1947.900 (meters)    6390.74  (feet)  COMP
 PY0441  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 PY0441
 PY0441  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0441
 PY0441.The horizontal coordinates were scaled from a topographic map and have
 PY0441.an estimated accuracy of +/- 6 seconds.
 PY0441
 PY0441.The orthometric height was determined by differential leveling
 PY0441.and adjusted by the National Geodetic Survey in 1992..
 PY0441.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0441.rate of 3.1 thru 4.0 mm/km.
 PY0441
 PY0441.The geoid height was determined by GEOID03.
 PY0441
 PY0441.The dynamic height is computed by dividing the NAVD 88
 PY0441.geopotential number by the normal gravity value computed on the
 PY0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0441.degrees latitude (g = 980.6199 gals.).
 PY0441
 PY0441.The modeled gravity was interpolated from observed gravity values.
 PY0441
 PY0441;                    North         East    Units  Estimated Accuracy
 PY0441;SPC ID E     -   314,740.      271,140.      MT  (+/- 180 meters Scaled)
 PY0441
 PY0441                          SUPERSEDED SURVEY CONTROL
 PY0441
 PY0441  NGVD 29 (??/??/92) 1947.678  (m)         6390.01   (f) ADJ UNCH    1 2
 PY0441
 PY0441.Superseded values are not recommended for survey control.
 PY0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0441.See file dsdata.txt to determine how the superseded data were derived.
 PY0441
 PY0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ783270(NAD 83)
 PY0441_MARKER: DB = BENCH MARK DISK
 PY0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0441_STAMPING: K 229 1960
 PY0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0441+STABILITY: SURFACE MOTION
 PY0441
 PY0441  HISTORY     - Date     Condition        Report By
 PY0441  HISTORY     - 1960     MONUMENTED       CGS
 PY0441  HISTORY     - 1967     GOOD             NGS
 PY0441
 PY0441                          STATION DESCRIPTION
 PY0441
 PY0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0441'0.55 MI SW FROM BIG SPRINGS.
 PY0441'0.55 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0441'AT BIG SPRINGS, 1 1/2 FEET NORTH-NORTHEAST OF THE FIRST POLE
 PY0441'SOUTH-SOUTHWEST OF BRIDGE 90.23, 40.8 FEET EAST-SOUTHEAST OF THE
 PY0441'EAST-SOUTHEAST RAIL, 11 FEET WEST-NORTHWEST OF THE CENTER LINE OF A
 PY0441'ROAD LEADING TO A BOAT LANDING, 1.2 FEET SOUTH-SOUTHWEST OF A WITNESS
 PY0441'POST, ABOUT 5 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 PY0441'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PY0441
 PY0441                          STATION RECOVERY (1967)
 PY0441
 PY0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0942 ***********************************************************************
 RZ0942  DESIGNATION -  K 23
 RZ0942  PID         -  RZ0942
 RZ0942  STATE/COUNTY-  ID/NEZ PERCE
 RZ0942  USGS QUAD   -  CLARKSTON (1971)
 RZ0942
 RZ0942                         *CURRENT SURVEY CONTROL
 RZ0942  ___________________________________________________________________
 RZ0942* NAD 83(1986)-  46 25 12.     (N)    117 00 22.     (W)     SCALED    
 RZ0942* NAVD 88     -       226.955  (meters)     744.60   (feet)  ADJUSTED  
 RZ0942  ___________________________________________________________________
 RZ0942  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 RZ0942  DYNAMIC HT  -         226.955 (meters)     744.60  (feet)  COMP
 RZ0942  MODELED GRAV-     980,609.0   (mgal)                       NAVD 88
 RZ0942
 RZ0942  VERT ORDER  -  FIRST     CLASS II
 RZ0942
 RZ0942.The horizontal coordinates were scaled from a topographic map and have
 RZ0942.an estimated accuracy of +/- 6 seconds.
 RZ0942
 RZ0942.The orthometric height was determined by differential leveling
 RZ0942.and adjusted by the National Geodetic Survey in June 1991..
 RZ0942
 RZ0942.The geoid height was determined by GEOID03.
 RZ0942
 RZ0942.The dynamic height is computed by dividing the NAVD 88
 RZ0942.geopotential number by the normal gravity value computed on the
 RZ0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0942.degrees latitude (g = 980.6199 gals.).
 RZ0942
 RZ0942.The modeled gravity was interpolated from observed gravity values.
 RZ0942
 RZ0942;                    North         East    Units  Estimated Accuracy
 RZ0942;SPC ID W     -   528,890.      703,440.      MT  (+/- 180 meters Scaled)
 RZ0942
 RZ0942                          SUPERSEDED SURVEY CONTROL
 RZ0942
 RZ0942  NGVD 29 (??/??/92)  225.970  (m)          741.37   (f) ADJ UNCH    1 2
 RZ0942
 RZ0942.Superseded values are not recommended for survey control.
 RZ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0942.See file dsdata.txt to determine how the superseded data were derived.
 RZ0942
 RZ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM995407(NAD 83)
 RZ0942_MARKER: DB = BENCH MARK DISK
 RZ0942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RZ0942_SP_SET: PIER
 RZ0942_STAMPING: K 23 1933 741.773
 RZ0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ0942
 RZ0942  HISTORY     - Date     Condition        Report By
 RZ0942  HISTORY     - UNK      MONUMENTED       CGS
 RZ0942  HISTORY     - 1934     GOOD             NGS
 RZ0942  HISTORY     - 1951     GOOD             NGS
 RZ0942
 RZ0942                          STATION DESCRIPTION
 RZ0942
 RZ0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RZ0942'IN LEWISTON.
 RZ0942'AT LEWISTON, NEZ PERCE COUNTY, IDAHO, ABOUT 0.5 MILE NORTH OF THE
 RZ0942'COUNTY COURT HOUSE, IN THE 18TH STREET STEEL HIGHWAY BRIDGE ACROSS THE
 RZ0942'CLEARWATER RIVER, ABOUT 120 FEET SOUTH OF THE NORTH END OF THE BRIDGE,
 RZ0942'IN THE TOP OF THE EAST END OF THE FIRST PIER, AND ABOUT 1 FOOT BELOW
 RZ0942'THE FLOOR.  A STANDARD DISK, STAMPED K 23 1933.  741.773.
 RZ0942
 RZ0942                          STATION RECOVERY (1951)
 RZ0942
 RZ0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 RZ0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0943 ***********************************************************************
 RZ0943  DESIGNATION -  K 23 RESET
 RZ0943  PID         -  RZ0943
 RZ0943  STATE/COUNTY-  ID/NEZ PERCE
 RZ0943  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ0943
 RZ0943                         *CURRENT SURVEY CONTROL
 RZ0943  ___________________________________________________________________
 RZ0943* NAD 83(1986)-  46 25 18.     (N)    117 00 03.     (W)     SCALED    
 RZ0943* NAVD 88     -       225.007  (meters)     738.21   (feet)  ADJUSTED  
 RZ0943  ___________________________________________________________________
 RZ0943  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 RZ0943  DYNAMIC HT  -         225.008 (meters)     738.21  (feet)  COMP
 RZ0943  MODELED GRAV-     980,610.5   (mgal)                       NAVD 88
 RZ0943
 RZ0943  VERT ORDER  -  FIRST     CLASS II
 RZ0943
 RZ0943.The horizontal coordinates were scaled from a topographic map and have
 RZ0943.an estimated accuracy of +/- 6 seconds.
 RZ0943
 RZ0943.The orthometric height was determined by differential leveling
 RZ0943.and adjusted by the National Geodetic Survey in June 1991..
 RZ0943
 RZ0943.The geoid height was determined by GEOID03.
 RZ0943
 RZ0943.The dynamic height is computed by dividing the NAVD 88
 RZ0943.geopotential number by the normal gravity value computed on the
 RZ0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0943.degrees latitude (g = 980.6199 gals.).
 RZ0943
 RZ0943.The modeled gravity was interpolated from observed gravity values.
 RZ0943
 RZ0943;                    North         East    Units  Estimated Accuracy
 RZ0943;SPC ID W     -   529,070.      703,850.      MT  (+/- 180 meters Scaled)
 RZ0943
 RZ0943                          SUPERSEDED SURVEY CONTROL
 RZ0943
 RZ0943.No superseded survey control is available for this station.
 RZ0943
 RZ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM999408(NAD 83)
 RZ0943_MARKER: DB = BENCH MARK DISK
 RZ0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0943_SP_SET: STEP
 RZ0943_STAMPING: K 23 RESET 1951
 RZ0943_MARK LOGO: CGS   
 RZ0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0943
 RZ0943  HISTORY     - Date     Condition        Report By
 RZ0943  HISTORY     - 1951     MONUMENTED       LOCENG
 RZ0943  HISTORY     - 1980     GOOD             NGS
 RZ0943  HISTORY     - 1982     GOOD             NGS
 RZ0943
 RZ0943                          STATION DESCRIPTION
 RZ0943
 RZ0943'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 RZ0943'IN LEWISTON.
 RZ0943'AT LEWISTON, NEZ PERCE COUNTY, 3/4 MILE NORTH OF THE COUNTY
 RZ0943'COURTHOUSE, 350 FEET NORTH OF THE NORTH END OF THE NEW CLEARWATER
 RZ0943'MEMORIAL BRIDGE, AND IN THE TOP OF THE SOUTH END OF THE BOTTOM STEP OF
 RZ0943'STEPS WEST FROM THE WEST WALK ALONG THE BRIDGE APPROACH.  A STANDARD
 RZ0943'DISK, STAMPED K 23 RESET 1951.
 RZ0943
 RZ0943                          STATION RECOVERY (1980)
 RZ0943
 RZ0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0943'IN LEWISTON, SET IN TOP OF THE SOUTH END OF THE BOTTOM STEEP OF THE
 RZ0943'CONCRETE STAIRS DOWN THE WEST BANK OF U.S. HIGHWAY 12, 0.1 KILOMETER
 RZ0943'(0.05 MILE) NORTH OF THE NORTH END OF THE HIGHWAY BRIDGE OVER THE
 RZ0943'CLEARWATER RIVER, 13.4 METERS (44.0 FEET) WEST OF THE WEST CURB OF
 RZ0943'THE HIGHWAY, 28.3 METERS (93.0 FEET) EAST OF THE CENTERLINE OF WEST
 RZ0943'22ND STREET NORTH, 7.9 METERS (26.0 FEET) NORTH OF THE EXTENDED
 RZ0943'CENTERLINE OF 1ST AVENUE NORTH, 3.6 METERS (12.0 FEET) BELOW THE
 RZ0943'HIGHWAY.
 RZ0943'THE MARK IS ABOVE LEVEL WITH 22ND STREET.
 RZ0943
 RZ0943                          STATION RECOVERY (1982)
 RZ0943
 RZ0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0400 ***********************************************************************
 QA0400  DESIGNATION -  K 230
 QA0400  PID         -  QA0400
 QA0400  STATE/COUNTY-  ID/BOISE
 QA0400  USGS QUAD   -  SCOTT CREEK (1972)
 QA0400
 QA0400                         *CURRENT SURVEY CONTROL
 QA0400  ___________________________________________________________________
 QA0400* NAD 83(1986)-  44 11 34.     (N)    115 42 34.     (W)     SCALED    
 QA0400* NAVD 88     -      2118.753  (meters)    6951.28   (feet)  ADJUSTED  
 QA0400  ___________________________________________________________________
 QA0400  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 QA0400  DYNAMIC HT  -        2117.492 (meters)    6947.14  (feet)  COMP
 QA0400  MODELED GRAV-     979,946.5   (mgal)                       NAVD 88
 QA0400
 QA0400  VERT ORDER  -  SECOND    CLASS 0
 QA0400
 QA0400.The horizontal coordinates were scaled from a topographic map and have
 QA0400.an estimated accuracy of +/- 6 seconds.
 QA0400
 QA0400.The orthometric height was determined by differential leveling
 QA0400.and adjusted by the National Geodetic Survey in June 1991..
 QA0400
 QA0400.The geoid height was determined by GEOID03.
 QA0400
 QA0400.The dynamic height is computed by dividing the NAVD 88
 QA0400.geopotential number by the normal gravity value computed on the
 QA0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0400.degrees latitude (g = 980.6199 gals.).
 QA0400
 QA0400.The modeled gravity was interpolated from observed gravity values.
 QA0400
 QA0400;                    North         East    Units  Estimated Accuracy
 QA0400;SPC ID W     -   280,610.      803,240.      MT  (+/- 180 meters Scaled)
 QA0400
 QA0400                          SUPERSEDED SURVEY CONTROL
 QA0400
 QA0400  NGVD 29 (??/??/92) 2117.470  (m)         6947.07   (f) ADJ UNCH    2 0
 QA0400
 QA0400.Superseded values are not recommended for survey control.
 QA0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0400.See file dsdata.txt to determine how the superseded data were derived.
 QA0400
 QA0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ031940(NAD 83)
 QA0400_MARKER: DB = BENCH MARK DISK
 QA0400_SETTING: 80 = SET IN A BOULDER
 QA0400_SP_SET: BOULDER
 QA0400_STAMPING: K 230 1960
 QA0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0400+STABILITY: SURFACE MOTION
 QA0400
 QA0400  HISTORY     - Date     Condition        Report By
 QA0400  HISTORY     - 1960     MONUMENTED       CGS
 QA0400
 QA0400                          STATION DESCRIPTION
 QA0400
 QA0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0400'13.45 MI S FROM DEADWOOD DAM.
 QA0400'13.45 MILES SOUTH ALONG DEADWOOD ROAD FROM THE WEST END OF DEADWOOD
 QA0400'DAM, 56 FEET SOUTH-SOUTHWEST OF THE CENTER AND ON THE INSIDE OF A
 QA0400'SWITCHBACK CURVE, IN TOP OF A 1 1/2-BY 3 1/2-FOOT GRANITE BOULDER
 QA0400'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 46 FEET SOUTHEAST OF THE
 QA0400'CENTER LINE OF THE ROAD, 3.2 FEET SOUTHWEST OF A WITNESS POST, AND
 QA0400'ABOUT 14 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0347 ***********************************************************************
 QA0347  DESIGNATION -  K 231
 QA0347  PID         -  QA0347
 QA0347  STATE/COUNTY-  ID/BOISE
 QA0347  USGS QUAD   -  EIGHTMILE MTN (1972)
 QA0347
 QA0347                         *CURRENT SURVEY CONTROL
 QA0347  ___________________________________________________________________
 QA0347* NAD 83(1986)-  44 09 58.     (N)    115 16 17.     (W)     SCALED    
 QA0347* NAVD 88     -      1458.910  (meters)    4786.44   (feet)  ADJUSTED  
 QA0347  ___________________________________________________________________
 QA0347  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 QA0347  DYNAMIC HT  -        1458.145 (meters)    4783.93  (feet)  COMP
 QA0347  MODELED GRAV-     980,043.8   (mgal)                       NAVD 88
 QA0347
 QA0347  VERT ORDER  -  SECOND    CLASS 0
 QA0347
 QA0347.The horizontal coordinates were scaled from a topographic map and have
 QA0347.an estimated accuracy of +/- 6 seconds.
 QA0347
 QA0347.The orthometric height was determined by differential leveling
 QA0347.and adjusted by the National Geodetic Survey in June 1991..
 QA0347
 QA0347.The geoid height was determined by GEOID03.
 QA0347
 QA0347.The dynamic height is computed by dividing the NAVD 88
 QA0347.geopotential number by the normal gravity value computed on the
 QA0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0347.degrees latitude (g = 980.6199 gals.).
 QA0347
 QA0347.The modeled gravity was interpolated from observed gravity values.
 QA0347
 QA0347;                    North         East    Units  Estimated Accuracy
 QA0347;SPC ID W     -   277,760.      838,280.      MT  (+/- 180 meters Scaled)
 QA0347
 QA0347                          SUPERSEDED SURVEY CONTROL
 QA0347
 QA0347  NGVD 29 (??/??/92) 1457.687  (m)         4782.43   (f) ADJ UNCH    2 0
 QA0347
 QA0347.Superseded values are not recommended for survey control.
 QA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0347.See file dsdata.txt to determine how the superseded data were derived.
 QA0347
 QA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ382917(NAD 83)
 QA0347_MARKER: DB = BENCH MARK DISK
 QA0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0347_STAMPING: K 231 1960
 QA0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0347+STABILITY: SURFACE MOTION
 QA0347
 QA0347  HISTORY     - Date     Condition        Report By
 QA0347  HISTORY     - 1960     MONUMENTED       CGS
 QA0347  HISTORY     - 1972     GOOD             USGS
 QA0347
 QA0347                          STATION DESCRIPTION
 QA0347
 QA0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0347'3.75 MI NE FROM WARM SPRINGS GUARD STATION.
 QA0347'3.75 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE WARM SPRINGS
 QA0347'GUARD STATION, AT THE CROSSING OF FOX CREEK, IN TOP OF A 4-BY 5-FOOT
 QA0347'GRANITE BOULDER WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 96
 QA0347'FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 93 FEET SOUTH
 QA0347'OF THE CENTER OF THE SOUTH-SOUTHEAST END OF A PIPE CULVERT, 57 FEET
 QA0347'EAST-NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 55 FEET
 QA0347'WEST-SOUTHWEST OF THE WEST BANK OF THE CREEK, AND ABOUT LEVEL WITH THE
 QA0347'HIGHWAY.
 QA0347
 QA0347                          STATION RECOVERY (1972)
 QA0347
 QA0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0365 ***********************************************************************
 PY0365  DESIGNATION -  K 232
 PY0365  PID         -  PY0365
 PY0365  STATE/COUNTY-  ID/FREMONT
 PY0365  USGS QUAD   -  REAS PASS (1986)
 PY0365
 PY0365                         *CURRENT SURVEY CONTROL
 PY0365  ___________________________________________________________________
 PY0365* NAD 83(1986)-  44 33 51.     (N)    111 11 42.     (W)     SCALED    
 PY0365* NAVD 88     -      2113.161  (meters)    6932.93   (feet)  POSTED    
 PY0365  ___________________________________________________________________
 PY0365  GEOID HEIGHT-          -8.96  (meters)                     GEOID03
 PY0365  DYNAMIC HT  -        2111.890 (meters)    6928.76  (feet)  COMP
 PY0365  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 PY0365
 PY0365  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0365
 PY0365.The horizontal coordinates were scaled from a topographic map and have
 PY0365.an estimated accuracy of +/- 6 seconds.
 PY0365
 PY0365.The orthometric height was determined by differential leveling
 PY0365.and adjusted by the National Geodetic Survey in 1992..
 PY0365.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0365.rate of 4.1 thru 8.0 mm/km.
 PY0365
 PY0365.The geoid height was determined by GEOID03.
 PY0365
 PY0365.The dynamic height is computed by dividing the NAVD 88
 PY0365.geopotential number by the normal gravity value computed on the
 PY0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0365.degrees latitude (g = 980.6199 gals.).
 PY0365
 PY0365.The modeled gravity was interpolated from observed gravity values.
 PY0365
 PY0365;                    North         East    Units  Estimated Accuracy
 PY0365;SPC ID E     -   322,340.      277,190.      MT  (+/- 180 meters Scaled)
 PY0365
 PY0365                          SUPERSEDED SURVEY CONTROL
 PY0365
 PY0365  NGVD 29 (??/??/92) 2111.676  (m)         6928.06   (f) ADJ UNCH    1 2
 PY0365
 PY0365.Superseded values are not recommended for survey control.
 PY0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0365.See file dsdata.txt to determine how the superseded data were derived.
 PY0365
 PY0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ845345(NAD 83)
 PY0365_MARKER: DB = BENCH MARK DISK
 PY0365_SETTING: 80 = SET IN A BOULDER
 PY0365_STAMPING: K 232 1960
 PY0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0365+STABILITY: SURFACE MOTION
 PY0365
 PY0365  HISTORY     - Date     Condition        Report By
 PY0365  HISTORY     - 1960     MONUMENTED       CGS
 PY0365
 PY0365                          STATION DESCRIPTION
 PY0365
 PY0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0365'6.25 MI NE FROM BIG SPRINGS.
 PY0365'6.25 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0365'AT BIG SPRINGS, 20 FEET SOUTHEAST OF MILEPOLE 97, NEAR THE CENTER OF A
 PY0365'160 YARD LONG CUT, IN TOP OF A 2-BY 3-FOOT EMBEDDED BOULDER, 24 FEET
 PY0365'WEST OF THE WEST RAIL, AND ABOUT 7 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0084 ***********************************************************************
 QA0084  DESIGNATION -  K 233
 QA0084  PID         -  QA0084
 QA0084  STATE/COUNTY-  ID/CUSTER
 QA0084  USGS QUAD   -  BAYHORSE LAKE (1980)
 QA0084
 QA0084                         *CURRENT SURVEY CONTROL
 QA0084  ___________________________________________________________________
 QA0084* NAD 83(1986)-  44 29 38.     (N)    114 25 12.     (W)     SCALED    
 QA0084* NAVD 88     -      2183.468  (meters)    7163.59   (feet)  ADJUSTED  
 QA0084  ___________________________________________________________________
 QA0084  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 QA0084  DYNAMIC HT  -        2182.137 (meters)    7159.23  (feet)  COMP
 QA0084  MODELED GRAV-     979,929.5   (mgal)                       NAVD 88
 QA0084
 QA0084  VERT ORDER  -  SECOND    CLASS 0
 QA0084
 QA0084.The horizontal coordinates were scaled from a topographic map and have
 QA0084.an estimated accuracy of +/- 6 seconds.
 QA0084
 QA0084.The orthometric height was determined by differential leveling
 QA0084.and adjusted by the National Geodetic Survey in June 1991..
 QA0084
 QA0084.The geoid height was determined by GEOID03.
 QA0084
 QA0084.The dynamic height is computed by dividing the NAVD 88
 QA0084.geopotential number by the normal gravity value computed on the
 QA0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0084.degrees latitude (g = 980.6199 gals.).
 QA0084
 QA0084.The modeled gravity was interpolated from observed gravity values.
 QA0084
 QA0084;                    North         East    Units  Estimated Accuracy
 QA0084;SPC ID C     -   314,160.      466,600.      MT  (+/- 180 meters Scaled)
 QA0084
 QA0084                          SUPERSEDED SURVEY CONTROL
 QA0084
 QA0084  NGVD 29 (??/??/92) 2182.119  (m)         7159.17   (f) ADJ UNCH    2 0
 QA0084
 QA0084.Superseded values are not recommended for survey control.
 QA0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0084.See file dsdata.txt to determine how the superseded data were derived.
 QA0084
 QA0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK051299(NAD 83)
 QA0084_MARKER: DB = BENCH MARK DISK
 QA0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0084_STAMPING: K 233 1960
 QA0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0084+STABILITY: SURFACE MOTION
 QA0084
 QA0084  HISTORY     - Date     Condition        Report By
 QA0084  HISTORY     - 1960     MONUMENTED       CGS
 QA0084
 QA0084                          STATION DESCRIPTION
 QA0084
 QA0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0084'12.25 MI W FROM CHALLIS.
 QA0084'12.25 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST
 QA0084'OFFICE AT CHALLIS, 0.22 MILE NORTHEAST OF A WOODEN BRIDGE OVER MILL
 QA0084'CREEK, AT THE SOUTHWEST END OF A TURN-OUT AND A SMALL GRASSY CLEARING,
 QA0084'21 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 24 FEET WEST OF THE
 QA0084'WEST BANK OF THE CREEK, 1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1
 QA0084'1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 QA0084'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0152 ***********************************************************************
 QA0152  DESIGNATION -  K 234
 QA0152  PID         -  QA0152
 QA0152  STATE/COUNTY-  ID/CUSTER
 QA0152  USGS QUAD   -  SUNBEAM (1964)
 QA0152
 QA0152                         *CURRENT SURVEY CONTROL
 QA0152  ___________________________________________________________________
 QA0152* NAD 83(1986)-  44 22 21.     (N)    114 43 38.     (W)     SCALED    
 QA0152* NAVD 88     -      1944.920  (meters)    6380.96   (feet)  ADJUSTED  
 QA0152  ___________________________________________________________________
 QA0152  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 QA0152  DYNAMIC HT  -        1943.756 (meters)    6377.14  (feet)  COMP
 QA0152  MODELED GRAV-     979,950.4   (mgal)                       NAVD 88
 QA0152
 QA0152  VERT ORDER  -  SECOND    CLASS 0
 QA0152
 QA0152.The horizontal coordinates were scaled from a topographic map and have
 QA0152.an estimated accuracy of +/- 6 seconds.
 QA0152
 QA0152.The orthometric height was determined by differential leveling
 QA0152.and adjusted by the National Geodetic Survey in June 1991..
 QA0152
 QA0152.The geoid height was determined by GEOID03.
 QA0152
 QA0152.The dynamic height is computed by dividing the NAVD 88
 QA0152.geopotential number by the normal gravity value computed on the
 QA0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0152.degrees latitude (g = 980.6199 gals.).
 QA0152
 QA0152.The modeled gravity was interpolated from observed gravity values.
 QA0152
 QA0152;                    North         East    Units  Estimated Accuracy
 QA0152;SPC ID C     -   300,840.      442,040.      MT  (+/- 180 meters Scaled)
 QA0152
 QA0152                          SUPERSEDED SURVEY CONTROL
 QA0152
 QA0152  NGVD 29 (??/??/92) 1943.598  (m)         6376.62   (f) ADJ UNCH    2 0
 QA0152
 QA0152.Superseded values are not recommended for survey control.
 QA0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0152.See file dsdata.txt to determine how the superseded data were derived.
 QA0152
 QA0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK810157(NAD 83)
 QA0152_MARKER: DB = BENCH MARK DISK
 QA0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0152_STAMPING: K 234 1960
 QA0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0152+STABILITY: SURFACE MOTION
 QA0152
 QA0152  HISTORY     - Date     Condition        Report By
 QA0152  HISTORY     - 1960     MONUMENTED       CGS
 QA0152
 QA0152                          STATION DESCRIPTION
 QA0152
 QA0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0152'8.35 MI N FROM SUNBEAM.
 QA0152'8.35 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AND STORE AT
 QA0152'SUNBEAM, IN THE CENTER OF A TRIANGLE FORMED BY TWO APPROACH ROADS
 QA0152'LEADING TO A GRAVEL ROAD WEST TO BONANZA GUARD STATION, 22 FEET WEST
 QA0152'OF THE CENTER LINE OF THE MAIN ROAD, 70.7 FEET WEST-NORTHWEST AND
 QA0152'ACROSS THE MAIN ROAD FROM THE NORTHWEST CORNER OF A LOG CABIN, 22 FEET
 QA0152'NORTHEAST OF THE CENTER LINE OF THE SOUTH APPROACH ROAD, 21 1/2 FEET
 QA0152'SOUTHEAST OF THE CENTER LINE OF THE NORTH APPROACH ROAD, 2.5 FEET
 QA0152'SOUTHWEST OF THE EAST WOODEN POST SUPPORTING A BONANZA G.S. W. FK.
 QA0152'CAMPGROUND 2 1/2 SIGN, 1.6 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT
 QA0152'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QA0152'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0452 ***********************************************************************
 PY0452  DESIGNATION -  K 234
 PY0452  PID         -  PY0452
 PY0452  STATE/COUNTY-  ID/FREMONT
 PY0452  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0452
 PY0452                         *CURRENT SURVEY CONTROL
 PY0452  ___________________________________________________________________
 PY0452* NAD 83(1986)-  44 08 55.     (N)    111 17 00.     (W)     SCALED    
 PY0452* NAVD 88     -      1722.869  (meters)    5652.45   (feet)  POSTED    
 PY0452  ___________________________________________________________________
 PY0452  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 PY0452  DYNAMIC HT  -        1721.920 (meters)    5649.33  (feet)  COMP
 PY0452  MODELED GRAV-     980,005.9   (mgal)                       NAVD 88
 PY0452
 PY0452  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0452
 PY0452.The horizontal coordinates were scaled from a topographic map and have
 PY0452.an estimated accuracy of +/- 6 seconds.
 PY0452
 PY0452.The orthometric height was determined by differential leveling
 PY0452.and adjusted by the National Geodetic Survey in 1992..
 PY0452.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0452.rate of 0.0 thru 1.0 mm/km.
 PY0452
 PY0452.The geoid height was determined by GEOID03.
 PY0452
 PY0452.The dynamic height is computed by dividing the NAVD 88
 PY0452.geopotential number by the normal gravity value computed on the
 PY0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0452.degrees latitude (g = 980.6199 gals.).
 PY0452
 PY0452.The modeled gravity was interpolated from observed gravity values.
 PY0452
 PY0452;                    North         East    Units  Estimated Accuracy
 PY0452;SPC ID E     -   276,090.      270,670.      MT  (+/- 180 meters Scaled)
 PY0452
 PY0452                          SUPERSEDED SURVEY CONTROL
 PY0452
 PY0452  NGVD 29 (??/??/92) 1721.705  (m)         5648.63   (f) ADJ UNCH    2 0
 PY0452
 PY0452.Superseded values are not recommended for survey control.
 PY0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0452.See file dsdata.txt to determine how the superseded data were derived.
 PY0452
 PY0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP773884(NAD 83)
 PY0452_MARKER: DD = SURVEY DISK
 PY0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0452_STAMPING: K 234 1946
 PY0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0452+STABILITY: SURFACE MOTION
 PY0452
 PY0452  HISTORY     - Date     Condition        Report By
 PY0452  HISTORY     - 1946     MONUMENTED       DOD
 PY0452  HISTORY     - 1964     MARK NOT FOUND   USGS
 PY0452
 PY0452                          STATION DESCRIPTION
 PY0452
 PY0452'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0452'12.2 MI NE FROM ASHTON.
 PY0452'12.2 MILES NORTHEAST ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT
 PY0452'COUNTY, 2.9 MILES NORTH OF THE SOUTH ENTRANCE TO TARGHEE NATIONAL
 PY0452'FOREST, 0.1 MILE NORTHWEST OF A HIGHWAY TURN-OUT, 14 FEET NORTHEAST OF
 PY0452'THE HIGHWAY, 2 FEET NORTHEAST OF A GUARDRAIL, AND 2 FEET SOUTHEAST OF
 PY0452'A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY,
 PY0452'STANDARD DISK, STAMPED K 234 1946 AND SET IN THE TOP OF A CONCRETE
 PY0452'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 PY0452
 PY0452                          STATION RECOVERY (1964)
 PY0452
 PY0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PY0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0502 ***********************************************************************
 PY0502  DESIGNATION -  K 235
 PY0502  PID         -  PY0502
 PY0502  STATE/COUNTY-  ID/FREMONT
 PY0502  USGS QUAD   -  ISLAND PARK (1964)
 PY0502
 PY0502                         *CURRENT SURVEY CONTROL
 PY0502  ___________________________________________________________________
 PY0502* NAD 83(1986)-  44 26 51.     (N)    111 21 31.     (W)     SCALED    
 PY0502* NAVD 88     -      1919.070  (meters)    6296.15   (feet)  ADJUSTED  
 PY0502  ___________________________________________________________________
 PY0502  GEOID HEIGHT-          -9.39  (meters)                     GEOID03
 PY0502  DYNAMIC HT  -        1918.000 (meters)    6292.64  (feet)  COMP
 PY0502  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 PY0502
 PY0502  VERT ORDER  -  FIRST     CLASS II
 PY0502
 PY0502.The horizontal coordinates were scaled from a topographic map and have
 PY0502.an estimated accuracy of +/- 6 seconds.
 PY0502
 PY0502.The orthometric height was determined by differential leveling
 PY0502.and adjusted by the National Geodetic Survey in June 1991..
 PY0502
 PY0502.The geoid height was determined by GEOID03.
 PY0502
 PY0502.The dynamic height is computed by dividing the NAVD 88
 PY0502.geopotential number by the normal gravity value computed on the
 PY0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0502.degrees latitude (g = 980.6199 gals.).
 PY0502
 PY0502.The modeled gravity was interpolated from observed gravity values.
 PY0502
 PY0502;                    North         East    Units  Estimated Accuracy
 PY0502;SPC ID E     -   309,240.      264,320.      MT  (+/- 180 meters Scaled)
 PY0502
 PY0502                          SUPERSEDED SURVEY CONTROL
 PY0502
 PY0502  NGVD 29 (08/20/92) 1917.873  (m)         6292.22   (f) ADJUSTED    1 2
 PY0502
 PY0502.Superseded values are not recommended for survey control.
 PY0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0502.See file dsdata.txt to determine how the superseded data were derived.
 PY0502
 PY0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ714216(NAD 83)
 PY0502_MARKER: DD = SURVEY DISK
 PY0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0502_STAMPING: K 235 1946
 PY0502_MARK LOGO: USE   
 PY0502_PROJECTION: PROJECTING 10 CENTIMETERS
 PY0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0502+STABILITY: SURFACE MOTION
 PY0502
 PY0502  HISTORY     - Date     Condition        Report By
 PY0502  HISTORY     - 1946     MONUMENTED       DOD
 PY0502  HISTORY     - 1983     GOOD             NGS
 PY0502
 PY0502                          STATION DESCRIPTION
 PY0502
 PY0502'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0502'38.1 MI N FROM ASHTON.
 PY0502'38.1 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0502'0.2 MILE NORTH OF PHILLIPS LODGE, 57 FEET EAST OF THE HIGHWAY, 8 FEET
 PY0502'WEST OF A RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF A WHITE WOODEN
 PY0502'WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 PY0502'K 235 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 PY0502'ABOVE GROUND.
 PY0502
 PY0502                          STATION RECOVERY (1983)
 PY0502
 PY0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0502'RECOVERED IN GOOD CONDITION.
 PY0502'A NEW DESCRIPTION FOLLOWS.  42.9 KM (26.65 MI) SOUTHWESTERLY ALONG
 PY0502'U.S. HIGHWAY 20 FROM THE MUSEUM OF THE YELLOWSTONE IN WEST
 PY0502'YELLOWSTONE, THENCE 0.6 KM (0.35 MI) SOUTHEAST ALONG A PAVED ROAD,
 PY0502'17.4 METERS (57.1 FT) EAST OF THE CENTERLINE OF THE ROAD, AND 2.5
 PY0502'METERS (8.2 FT) EAST OF A FENCE.
 PY0502'THE MARK IS 2.6 METERS  E FROM A WITNESS POST.
 PY0502'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0253 ***********************************************************************
 RZ0253  DESIGNATION -  K 24
 RZ0253  PID         -  RZ0253
 RZ0253  STATE/COUNTY-  ID/LEWIS
 RZ0253  USGS QUAD   -  WINCHESTER EAST (1979)
 RZ0253
 RZ0253                         *CURRENT SURVEY CONTROL
 RZ0253  ___________________________________________________________________
 RZ0253* NAD 83(1986)-  46 14 25.     (N)    116 37 28.     (W)     SCALED    
 RZ0253* NAVD 88     -      1210.698  (meters)    3972.10   (feet)  ADJUSTED  
 RZ0253  ___________________________________________________________________
 RZ0253  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 RZ0253  DYNAMIC HT  -        1210.462 (meters)    3971.32  (feet)  COMP
 RZ0253  MODELED GRAV-     980,377.5   (mgal)                       NAVD 88
 RZ0253
 RZ0253  VERT ORDER  -  FIRST     CLASS II
 RZ0253
 RZ0253.The horizontal coordinates were scaled from a topographic map and have
 RZ0253.an estimated accuracy of +/- 6 seconds.
 RZ0253
 RZ0253.The orthometric height was determined by differential leveling
 RZ0253.and adjusted by the National Geodetic Survey in June 1991..
 RZ0253
 RZ0253.The geoid height was determined by GEOID03.
 RZ0253
 RZ0253.The dynamic height is computed by dividing the NAVD 88
 RZ0253.geopotential number by the normal gravity value computed on the
 RZ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0253.degrees latitude (g = 980.6199 gals.).
 RZ0253
 RZ0253.The modeled gravity was interpolated from observed gravity values.
 RZ0253
 RZ0253;                    North         East    Units  Estimated Accuracy
 RZ0253;SPC ID W     -   508,520.      732,560.      MT  (+/- 180 meters Scaled)
 RZ0253
 RZ0253                          SUPERSEDED SURVEY CONTROL
 RZ0253
 RZ0253  NGVD 29 (??/??/92) 1209.594  (m)         3968.48   (f) ADJ UNCH    1 2
 RZ0253
 RZ0253.Superseded values are not recommended for survey control.
 RZ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0253.See file dsdata.txt to determine how the superseded data were derived.
 RZ0253
 RZ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM289208(NAD 83)
 RZ0253_MARKER: DB = BENCH MARK DISK
 RZ0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0253_SP_SET: MONUMENT
 RZ0253_STAMPING: K 24 1933
 RZ0253_MARK LOGO: CGS   
 RZ0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0253
 RZ0253  HISTORY     - Date     Condition        Report By
 RZ0253  HISTORY     - 1933     MONUMENTED       CGS
 RZ0253  HISTORY     - 1965     GOOD             NGS
 RZ0253  HISTORY     - 1982     GOOD             NGS
 RZ0253
 RZ0253                          STATION DESCRIPTION
 RZ0253
 RZ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RZ0253'IN WINCHESTER.
 RZ0253'AT WINCHESTER, 1 BLOCK WEST OF THE WINCHESTER POST OFFICE, 65 FEET
 RZ0253'WEST OF THE WINCHESTER GARAGE, 30 FEET WEST OF THE CENTER OF A MACADAM
 RZ0253'ROAD, FORMERLY HIGHWAY 95, 22 FEET SOUTH OF THE CENTER OF A GRAVELED
 RZ0253'STREET, 6 FEET SOUTHWEST OF A LIGHT POLE, 2 FEET SOUTHEAST OF A FENCE
 RZ0253'CORNER AND 1 FOOT NORTH OF A METAL WITNESS POST.  SET IN THE TOP OF A
 RZ0253'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 RZ0253
 RZ0253                          STATION RECOVERY (1982)
 RZ0253
 RZ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0253'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0012 ***********************************************************************
 RA0012  DESIGNATION -  K 25
 RA0012  PID         -  RA0012
 RA0012  STATE/COUNTY-  ID/IDAHO
 RA0012  USGS QUAD   -  GRANGEVILLE WEST (1995)
 RA0012
 RA0012                         *CURRENT SURVEY CONTROL
 RA0012  ___________________________________________________________________
 RA0012* NAD 83(1986)-  45 52 30.     (N)    116 11 58.     (W)     SCALED    
 RA0012* NAVD 88     -      1145.540  (meters)    3758.33   (feet)  ADJUSTED  
 RA0012  ___________________________________________________________________
 RA0012  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 RA0012  DYNAMIC HT  -        1145.275 (meters)    3757.46  (feet)  COMP
 RA0012  MODELED GRAV-     980,344.6   (mgal)                       NAVD 88
 RA0012
 RA0012  VERT ORDER  -  FIRST     CLASS II
 RA0012
 RA0012.The horizontal coordinates were scaled from a topographic map and have
 RA0012.an estimated accuracy of +/- 6 seconds.
 RA0012
 RA0012.The orthometric height was determined by differential leveling
 RA0012.and adjusted by the National Geodetic Survey in June 1991..
 RA0012
 RA0012.The geoid height was determined by GEOID03.
 RA0012
 RA0012.The dynamic height is computed by dividing the NAVD 88
 RA0012.geopotential number by the normal gravity value computed on the
 RA0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0012.degrees latitude (g = 980.6199 gals.).
 RA0012
 RA0012.The modeled gravity was interpolated from observed gravity values.
 RA0012
 RA0012;                    North         East    Units  Estimated Accuracy
 RA0012;SPC ID W     -   467,650.      765,110.      MT  (+/- 180 meters Scaled)
 RA0012
 RA0012                          SUPERSEDED SURVEY CONTROL
 RA0012
 RA0012  NGVD 29 (??/??/92) 1144.430  (m)         3754.68   (f) ADJ UNCH    1 2
 RA0012
 RA0012.Superseded values are not recommended for survey control.
 RA0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0012.See file dsdata.txt to determine how the superseded data were derived.
 RA0012
 RA0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL621804(NAD 83)
 RA0012_MARKER: DB = BENCH MARK DISK
 RA0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RA0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RA0012_STAMPING: K 25 1933
 RA0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0012+STABILITY: SURFACE MOTION
 RA0012
 RA0012  HISTORY     - Date     Condition        Report By
 RA0012  HISTORY     - 1933     MONUMENTED       CGS
 RA0012  HISTORY     - 1965     GOOD             NGS
 RA0012  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0012
 RA0012                          STATION DESCRIPTION
 RA0012
 RA0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RA0012'6.5 MI SW FROM GRANGEVILLE.
 RA0012'0.35 MILE WEST ALONG STATE HIGHWAY 13, MAIN STREET, FROM THE
 RA0012'GRANGEVILLE POST OFFICE TO THE JUNCTION WITH U.S. HIGHWAY 95, THEN
 RA0012'SOUTHWEST ALONG U.S. HIGHWAY 95 FOR 5.7 MILES TO THE MARK ON THE LEFT
 RA0012'ON THE OUTSIDE OF A CURVE, 0.5 MILE NORTH OF MILE POST NO. 246, 57
 RA0012'FEET SOUTHEAST OF THE EAST HEADWALL OF A 4 BY 6 FOOT CONCRETE BOX
 RA0012'CULVERT, 40 FEET EAST OF THE CENTER OF THE HIGHWAY, 34 FEET NORTH OF
 RA0012'THE NORTH END OF A GATE, 1 FOOT SOUTHEAST OF A WOODEN FENCE POST, 0.5
 RA0012'FOOT NORTHEAST OF A METAL WITNESS POST AND 3 FEET BELOW THE LEVEL OF
 RA0012'THE HIGHWAY.  SET IN A SQUARE CONCRETE POST THAT IS 6 INCHES BELOW THE
 RA0012'SURFACE OF THE GROUND.
 RA0012
 RA0012                          STATION RECOVERY (1982)
 RA0012
 RA0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0012'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0655 ***********************************************************************
 NV0655  DESIGNATION -  K 251
 NV0655  PID         -  NV0655
 NV0655  STATE/COUNTY-  ID/OWYHEE
 NV0655  USGS QUAD   -  BROKEN WAGON FLAT (1980)
 NV0655
 NV0655                         *CURRENT SURVEY CONTROL
 NV0655  ___________________________________________________________________
 NV0655* NAD 83(1986)-  42 38 50.     (N)    115 48 38.     (W)     SCALED    
 NV0655* NAVD 88     -      1129.742  (meters)    3706.50   (feet)  ADJUSTED  
 NV0655  ___________________________________________________________________
 NV0655  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 NV0655  DYNAMIC HT  -        1129.139 (meters)    3704.52  (feet)  COMP
 NV0655  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 NV0655
 NV0655  VERT ORDER  -  SECOND    CLASS 0
 NV0655
 NV0655.The horizontal coordinates were scaled from a topographic map and have
 NV0655.an estimated accuracy of +/- 6 seconds.
 NV0655
 NV0655.The orthometric height was determined by differential leveling
 NV0655.and adjusted by the National Geodetic Survey in June 1991..
 NV0655
 NV0655.The geoid height was determined by GEOID03.
 NV0655
 NV0655.The dynamic height is computed by dividing the NAVD 88
 NV0655.geopotential number by the normal gravity value computed on the
 NV0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0655.degrees latitude (g = 980.6199 gals.).
 NV0655
 NV0655.The modeled gravity was interpolated from observed gravity values.
 NV0655
 NV0655;                    North         East    Units  Estimated Accuracy
 NV0655;SPC ID W     -   108,910.      795,030.      MT  (+/- 180 meters Scaled)
 NV0655
 NV0655                          SUPERSEDED SURVEY CONTROL
 NV0655
 NV0655  NGVD 29 (??/??/92) 1128.781  (m)         3703.34   (f) ADJ UNCH    2 0
 NV0655
 NV0655.Superseded values are not recommended for survey control.
 NV0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0655.See file dsdata.txt to determine how the superseded data were derived.
 NV0655
 NV0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH975223(NAD 83)
 NV0655_MARKER: DB = BENCH MARK DISK
 NV0655_SETTING: 80 = SET IN A BOULDER
 NV0655_SP_SET: BOULDER
 NV0655_STAMPING: K 251 1961
 NV0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0655+STABILITY: SURFACE MOTION
 NV0655
 NV0655  HISTORY     - Date     Condition        Report By
 NV0655  HISTORY     - 1961     MONUMENTED       CGS
 NV0655  HISTORY     - 1975     GOOD             USGS
 NV0655
 NV0655                          STATION DESCRIPTION
 NV0655
 NV0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NV0655'19.6 MI SW FROM HOT SPRING.
 NV0655'13.8 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0655'BRUNEAU RIVER AT HOT SPRING, THEN 5.8 MILES WEST ALONG ROAD TO STATE
 NV0655'HIGHWAY 51, 70 FEET NORTH OF CENTER OF MAIN ROAD, 47 FEET SOUTH OF
 NV0655'CENTER OF AND OLD ROAD, 2.5 FEET NORTH OF A WITNESS POST, CEMENTED IN
 NV0655'A DRILL HOLE IN A BOULDER 4 BY 3 FEET AND PROJECTING 1.5 FEET.
 NV0655
 NV0655                          STATION RECOVERY (1975)
 NV0655
 NV0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0655'13.8 MILES SOUTHWEST ALONG THE BLACKSTONE, GRASMERE ROAD FROM THE
 NV0655'BRIDGE OVER BRUNEAU RIVER AT HOT SPRING, TO A CROSS-ROAD, THEN 4.8
 NV0655'MILES WEST TO THE INTERSECTION OF THE CCC ROAD AND MISSILE BASE ROAD,
 NV0655'THEN 1.0 MILE WEST ON MISSILE BASE ROAD, 1000 FEET SOUTH OF ROAD, 133
 NV0655'FT. NORTHEAST OF DRAIN CROSSING OLD ROAD, 74 FT. NORTH OF THE OLD
 NV0655'ROAD, 2.5 FEET NORTH OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 NV0655'BOULDER 4 BY 3 FEET AND PROJECTING 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0655 ***********************************************************************
 NU0655  DESIGNATION -  K 263
 NU0655  PID         -  NU0655
 NU0655  STATE/COUNTY-  ID/POWER
 NU0655  USGS QUAD   -  INDIAN SPRINGS (1971)
 NU0655
 NU0655                         *CURRENT SURVEY CONTROL
 NU0655  ___________________________________________________________________
 NU0655* NAD 83(1986)-  42 38 58.     (N)    112 52 04.     (W)     SCALED    
 NU0655* NAVD 88     -      1506.612  (meters)    4942.94   (feet)  ADJUSTED  
 NU0655  ___________________________________________________________________
 NU0655  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 NU0655  DYNAMIC HT  -        1505.675 (meters)    4939.87  (feet)  COMP
 NU0655  MODELED GRAV-     979,946.6   (mgal)                       NAVD 88
 NU0655
 NU0655  VERT ORDER  -  SECOND    CLASS 0
 NU0655
 NU0655.The horizontal coordinates were scaled from a topographic map and have
 NU0655.an estimated accuracy of +/- 6 seconds.
 NU0655
 NU0655.The orthometric height was determined by differential leveling
 NU0655.and adjusted by the National Geodetic Survey in June 1991..
 NU0655
 NU0655.The geoid height was determined by GEOID03.
 NU0655
 NU0655.The dynamic height is computed by dividing the NAVD 88
 NU0655.geopotential number by the normal gravity value computed on the
 NU0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0655.degrees latitude (g = 980.6199 gals.).
 NU0655
 NU0655.The modeled gravity was interpolated from observed gravity values.
 NU0655
 NU0655;                    North         East    Units  Estimated Accuracy
 NU0655;SPC ID E     -   109,400.      142,510.      MT  (+/- 180 meters Scaled)
 NU0655
 NU0655                          SUPERSEDED SURVEY CONTROL
 NU0655
 NU0655  NGVD 29 (??/??/92) 1505.534  (m)         4939.41   (f) ADJ UNCH    2 0
 NU0655
 NU0655.Superseded values are not recommended for survey control.
 NU0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0655.See file dsdata.txt to determine how the superseded data were derived.
 NU0655
 NU0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN468235(NAD 83)
 NU0655_MARKER: DD = SURVEY DISK
 NU0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0655_STAMPING: K 263 1938
 NU0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0655+STABILITY: SURFACE MOTION
 NU0655
 NU0655  HISTORY     - Date     Condition        Report By
 NU0655  HISTORY     - 1938     MONUMENTED       IDPWD
 NU0655
 NU0655                          STATION DESCRIPTION
 NU0655
 NU0655'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1938
 NU0655'6.4 MI N FROM ROCKLAND.
 NU0655'6.4 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE LATTER DAY SAINTS
 NU0655'CHURCH AT ROCKLAND, POWER COUNTY, 1/4 MILE NORTHWEST OF A GROUP OF
 NU0655'FARM BUILDINGS, AND 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. AN
 NU0655'IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED K 263 1938 AND
 NU0655'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0006 ***********************************************************************
 QB0006  DESIGNATION -  K 27
 QB0006  PID         -  QB0006
 QB0006  STATE/COUNTY-  ID/ADAMS
 QB0006  USGS QUAD   -  NEW MEADOWS (1986)
 QB0006
 QB0006                         *CURRENT SURVEY CONTROL
 QB0006  ___________________________________________________________________
 QB0006* NAD 83(1986)-  44 58 09.     (N)    116 19 08.     (W)     SCALED    
 QB0006* NAVD 88     -      1204.499  (meters)    3951.76   (feet)  ADJUSTED  
 QB0006  ___________________________________________________________________
 QB0006  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 QB0006  DYNAMIC HT  -        1204.066 (meters)    3950.34  (feet)  COMP
 QB0006  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 QB0006
 QB0006  VERT ORDER  -  FIRST     CLASS II
 QB0006
 QB0006.The horizontal coordinates were scaled from a topographic map and have
 QB0006.an estimated accuracy of +/- 6 seconds.
 QB0006
 QB0006.The orthometric height was determined by differential leveling
 QB0006.and adjusted by the National Geodetic Survey in June 1991..
 QB0006
 QB0006.The geoid height was determined by GEOID03.
 QB0006
 QB0006.The dynamic height is computed by dividing the NAVD 88
 QB0006.geopotential number by the normal gravity value computed on the
 QB0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0006.degrees latitude (g = 980.6199 gals.).
 QB0006
 QB0006.The modeled gravity was interpolated from observed gravity values.
 QB0006
 QB0006;                    North         East    Units  Estimated Accuracy
 QB0006;SPC ID W     -   367,040.      755,120.      MT  (+/- 180 meters Scaled)
 QB0006
 QB0006                          SUPERSEDED SURVEY CONTROL
 QB0006
 QB0006  NGVD 29 (??/??/92) 1203.397  (m)         3948.14   (f) ADJ UNCH    1 2
 QB0006
 QB0006.Superseded values are not recommended for survey control.
 QB0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0006.See file dsdata.txt to determine how the superseded data were derived.
 QB0006
 QB0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK537797(NAD 83)
 QB0006_MARKER: DB = BENCH MARK DISK
 QB0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0006_STAMPING: K 27 1933
 QB0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0006+STABILITY: SURFACE MOTION
 QB0006
 QB0006  HISTORY     - Date     Condition        Report By
 QB0006  HISTORY     - 1933     MONUMENTED       CGS
 QB0006  HISTORY     - 1966     MARK NOT FOUND   NGS
 QB0006
 QB0006                          STATION DESCRIPTION
 QB0006
 QB0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QB0006'1.8 MI W FROM NEW MEADOWS.
 QB0006'SEARCHED FOR BUT NOT RECOVERED.  THE MARK MAY HAVE BEEN DISTURBED BY
 QB0006'HEAVY MACHINERY.  FOLLOWING IS THE ORIGINAL DESCRIPTION.  1.8 MILES
 QB0006'WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT NEW MEADOWS,
 QB0006'ADAMS COUNTY, 7 POLES SOUTHWEST OF MILEPOST 88, 450 FEET SOUTHWEST OF
 QB0006'BRIDGE 93, AT A ROAD CROSSING, 30 FEET NORTHWEST OF THE CENTERLINE OF
 QB0006'THE TRACK, AND 12 FEET NORTHEAST OF THE ROAD.  A STANDARD DISK,
 QB0006'STAMPED K 27 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QB0006'ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0422 ***********************************************************************
 QB0422  DESIGNATION -  K 28
 QB0422  PID         -  QB0422
 QB0422  STATE/COUNTY-  ID/WASHINGTON
 QB0422  USGS QUAD   -  CAMBRIDGE (1986)
 QB0422
 QB0422                         *CURRENT SURVEY CONTROL
 QB0422  ___________________________________________________________________
 QB0422* NAD 83(1986)-  44 33 49.     (N)    116 38 08.     (W)     SCALED    
 QB0422* NAVD 88     -       812.132  (meters)    2664.47   (feet)  ADJUSTED  
 QB0422  ___________________________________________________________________
 QB0422  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 QB0422  DYNAMIC HT  -         811.895 (meters)    2663.69  (feet)  COMP
 QB0422  MODELED GRAV-     980,299.0   (mgal)                       NAVD 88
 QB0422
 QB0422  VERT ORDER  -  FIRST     CLASS II
 QB0422
 QB0422.The horizontal coordinates were scaled from a topographic map and have
 QB0422.an estimated accuracy of +/- 6 seconds.
 QB0422
 QB0422.The orthometric height was determined by differential leveling
 QB0422.and adjusted by the National Geodetic Survey in June 1991..
 QB0422.WARNING-Repeat measurements at this control monument indicate possible
 QB0422.vertical movement.
 QB0422
 QB0422.The geoid height was determined by GEOID03.
 QB0422
 QB0422.The dynamic height is computed by dividing the NAVD 88
 QB0422.geopotential number by the normal gravity value computed on the
 QB0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0422.degrees latitude (g = 980.6199 gals.).
 QB0422
 QB0422.The modeled gravity was interpolated from observed gravity values.
 QB0422
 QB0422;                    North         East    Units  Estimated Accuracy
 QB0422;SPC ID W     -   322,200.      729,650.      MT  (+/- 180 meters Scaled)
 QB0422
 QB0422                          SUPERSEDED SURVEY CONTROL
 QB0422
 QB0422  NGVD 29 (??/??/92)  811.064  (m)         2660.97   (f) ADJ UNCH    1 2
 QB0422
 QB0422.Superseded values are not recommended for survey control.
 QB0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0422.See file dsdata.txt to determine how the superseded data were derived.
 QB0422
 QB0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK289345(NAD 83)
 QB0422_MARKER: DB = BENCH MARK DISK
 QB0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0422_STAMPING: K 28 1933
 QB0422_MARK LOGO: CGS   
 QB0422_PROJECTION: PROJECTING 20 CENTIMETERS
 QB0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0422+STABILITY: SURFACE MOTION
 QB0422
 QB0422  HISTORY     - Date     Condition        Report By
 QB0422  HISTORY     - 1933     MONUMENTED       CGS
 QB0422  HISTORY     - 1967     GOOD             NGS
 QB0422  HISTORY     - 1983     GOOD             NGS
 QB0422
 QB0422                          STATION DESCRIPTION
 QB0422
 QB0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 QB0422'2.2 MI E FROM CAMBRIDGE.
 QB0422'2.2 MILES EAST ALONG U.S. HIGHWAY 95 FROM THE U.P. RAILROAD STATION AT
 QB0422'CAMBRIDGE, 0.15 MILE WEST OF MILE POST NO. 120, 100 FEET EAST OF A
 QB0422'SIDE ROAD NORTH TO THE CEMETERY, 38 FEET SOUTH OF THE CENTER OF THE
 QB0422'HIGHWAY, 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A
 QB0422'METAL WITNESS POST AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY SET IN A
 QB0422'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 QB0422
 QB0422                          STATION RECOVERY (1983)
 QB0422
 QB0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0422'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.75 KM
 QB0422'(2.3 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE HIGHWAY
 QB0422'71 IN CAMBRIDGE, 0.5 KM (0.3 MI) WEST OF MILEPOST 116, AT THE
 QB0422'T-JUNCTION OF A DIRT ROAD LEADING NORTH, 12.5 METERS (41 FT) SOUTH OF
 QB0422'THE CENTERLINE OF THE HIGHWAY, 34.7 METERS (114 FT) EAST OF THE
 QB0422'EXTENDED CENTER OF THE ROAD, 33.5 METERS (110 FT) SOUTHEAST ACROSS THE
 QB0422'HIGHWAY FROM T-JUNCTION POWER LINE POLE, 0.3 METER (1 FT) NORTH OF A
 QB0422'FENCE.
 QB0422'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QB0422'THE MARK IS 1.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0186 ***********************************************************************
 TO0186  DESIGNATION -  K 281
 TO0186  PID         -  TO0186
 TO0186  STATE/COUNTY-  ID/BONNER
 TO0186  USGS QUAD   -  MORTON (1996)
 TO0186
 TO0186                         *CURRENT SURVEY CONTROL
 TO0186  ___________________________________________________________________
 TO0186* NAD 83(1986)-  48 13 39.     (N)    116 42 09.     (W)     SCALED    
 TO0186* NAVD 88     -       631.303  (meters)    2071.20   (feet)  ADJUSTED  
 TO0186  ___________________________________________________________________
 TO0186  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 TO0186  DYNAMIC HT  -         631.364 (meters)    2071.40  (feet)  COMP
 TO0186  MODELED GRAV-     980,688.1   (mgal)                       NAVD 88
 TO0186
 TO0186  VERT ORDER  -  FIRST     CLASS II
 TO0186
 TO0186.The horizontal coordinates were scaled from a topographic map and have
 TO0186.an estimated accuracy of +/- 6 seconds.
 TO0186
 TO0186.The orthometric height was determined by differential leveling
 TO0186.and adjusted by the National Geodetic Survey in June 1991..
 TO0186
 TO0186.The geoid height was determined by GEOID03.
 TO0186
 TO0186.The dynamic height is computed by dividing the NAVD 88
 TO0186.geopotential number by the normal gravity value computed on the
 TO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0186.degrees latitude (g = 980.6199 gals.).
 TO0186
 TO0186.The modeled gravity was interpolated from observed gravity values.
 TO0186
 TO0186;                    North         East    Units  Estimated Accuracy
 TO0186;SPC ID W     -   729,500.      729,240.      MT  (+/- 180 meters Scaled)
 TO0186
 TO0186                          SUPERSEDED SURVEY CONTROL
 TO0186
 TO0186  NGVD 29 (??/??/92)  630.128  (m)         2067.34   (f) ADJ UNCH    1 2
 TO0186
 TO0186.Superseded values are not recommended for survey control.
 TO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0186.See file dsdata.txt to determine how the superseded data were derived.
 TO0186
 TO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP220416(NAD 83)
 TO0186_MARKER: DB = BENCH MARK DISK
 TO0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0186_STAMPING: K 281 1942
 TO0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0186+STABILITY: SURFACE MOTION
 TO0186
 TO0186  HISTORY     - Date     Condition        Report By
 TO0186  HISTORY     - 1942     MONUMENTED       CGS
 TO0186  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0186  HISTORY     - 1980     MARK NOT FOUND   NGS
 TO0186
 TO0186                          STATION DESCRIPTION
 TO0186
 TO0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0186'8.95 MI SW FROM SANDPOINT.
 TO0186'ALONG GREAT NORTHERN RY. 8.95 MILES SOUTHWEST OF THE
 TO0186'SPOKANE-INTERNATIONAL RAILWAY DEPOT, ALONG THE RAILWAY, AT WRENCOE
 TO0186'SIGN BOARD, 45 FEET EAST OF TRACK CENTER, 30 FEET EAST OF THE
 TO0186'NORTHWEST CORNER OF YARD FENCE, 1 FOOT SOUTH OF FENCE. WITNESS POST
 TO0186'SET.  STAMPED K 281 1942.
 TO0186
 TO0186                          STATION RECOVERY (1967)
 TO0186
 TO0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0186'MARK NOT FOUND.
 TO0186
 TO0186                          STATION RECOVERY (1980)
 TO0186
 TO0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0186'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0234 ***********************************************************************
 TO0234  DESIGNATION -  K 282
 TO0234  PID         -  TO0234
 TO0234  STATE/COUNTY-  ID/BONNER
 TO0234  USGS QUAD   -  SAGLE (1968)
 TO0234
 TO0234                         *CURRENT SURVEY CONTROL
 TO0234  ___________________________________________________________________
 TO0234* NAD 83(1986)-  48 11 22.     (N)    116 35 14.     (W)     SCALED    
 TO0234* NAVD 88     -       664.972  (meters)    2181.66   (feet)  ADJUSTED  
 TO0234  ___________________________________________________________________
 TO0234  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 TO0234  DYNAMIC HT  -         665.021 (meters)    2181.82  (feet)  COMP
 TO0234  MODELED GRAV-     980,663.6   (mgal)                       NAVD 88
 TO0234
 TO0234  VERT ORDER  -  FIRST     CLASS II
 TO0234
 TO0234.The horizontal coordinates were scaled from a topographic map and have
 TO0234.an estimated accuracy of +/- 6 seconds.
 TO0234
 TO0234.The orthometric height was determined by differential leveling
 TO0234.and adjusted by the National Geodetic Survey in June 1991..
 TO0234
 TO0234.The geoid height was determined by GEOID03.
 TO0234
 TO0234.The dynamic height is computed by dividing the NAVD 88
 TO0234.geopotential number by the normal gravity value computed on the
 TO0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0234.degrees latitude (g = 980.6199 gals.).
 TO0234
 TO0234.The modeled gravity was interpolated from observed gravity values.
 TO0234
 TO0234;                    North         East    Units  Estimated Accuracy
 TO0234;SPC ID W     -   725,170.      737,760.      MT  (+/- 180 meters Scaled)
 TO0234
 TO0234                          SUPERSEDED SURVEY CONTROL
 TO0234
 TO0234  NGVD 29 (??/??/92)  663.786  (m)         2177.77   (f) ADJ UNCH    1 2
 TO0234
 TO0234.Superseded values are not recommended for survey control.
 TO0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0234.See file dsdata.txt to determine how the superseded data were derived.
 TO0234
 TO0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP306374(NAD 83)
 TO0234_MARKER: DB = BENCH MARK DISK
 TO0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0234_STAMPING: K 282 1942
 TO0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0234+STABILITY: SURFACE MOTION
 TO0234
 TO0234  HISTORY     - Date     Condition        Report By
 TO0234  HISTORY     - 1942     MONUMENTED       CGS
 TO0234  HISTORY     - 1967     GOOD             USGS
 TO0234
 TO0234                          STATION DESCRIPTION
 TO0234
 TO0234'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TO0234'0.7 MI SW FROM ALGOMA.
 TO0234'ABOUT 0.7 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TO0234'STATION AT ALGOMA, BONNER COUNTY, 400 FEET SOUTHWEST OF A ROAD
 TO0234'CROSSING, 30 FEET NORTHWEST OF CENTERLINE OF RAILROAD TRACK, 75 FEET
 TO0234'SOUTHEAST OF CENTER LINE OF U.S. HIGHWAY 95, 8.5 FEET SOUTHEAST OF
 TO0234'POINT IN LINE WITH A ROW OF POLES, AND 2.3 FEET NORTHEAST OF A WHITE
 TO0234'WOODEN WITNESS POST.  A STANDARD DISK STAMPED.  K 282 1942 AND SET IN
 TO0234'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0260 ***********************************************************************
 TO0260  DESIGNATION -  K 283
 TO0260  PID         -  TO0260
 TO0260  STATE/COUNTY-  ID/BONNER
 TO0260  USGS QUAD   -  QUARTZ MTN (1996)
 TO0260
 TO0260                         *CURRENT SURVEY CONTROL
 TO0260  ___________________________________________________________________
 TO0260* NAD 83(1986)-  48 20 03.     (N)    116 59 01.     (W)     SCALED    
 TO0260* NAVD 88     -       736.133  (meters)    2415.13   (feet)  ADJUSTED  
 TO0260  ___________________________________________________________________
 TO0260  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 TO0260  DYNAMIC HT  -         736.201 (meters)    2415.35  (feet)  COMP
 TO0260  MODELED GRAV-     980,678.9   (mgal)                       NAVD 88
 TO0260
 TO0260  VERT ORDER  -  FIRST     CLASS II
 TO0260
 TO0260.The horizontal coordinates were scaled from a topographic map and have
 TO0260.an estimated accuracy of +/- 6 seconds.
 TO0260
 TO0260.The orthometric height was determined by differential leveling
 TO0260.and adjusted by the National Geodetic Survey in June 1991..
 TO0260
 TO0260.The geoid height was determined by GEOID03.
 TO0260
 TO0260.The dynamic height is computed by dividing the NAVD 88
 TO0260.geopotential number by the normal gravity value computed on the
 TO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0260.degrees latitude (g = 980.6199 gals.).
 TO0260
 TO0260.The modeled gravity was interpolated from observed gravity values.
 TO0260
 TO0260;                    North         East    Units  Estimated Accuracy
 TO0260;SPC ID W     -   741,660.      708,540.      MT  (+/- 180 meters Scaled)
 TO0260
 TO0260                          SUPERSEDED SURVEY CONTROL
 TO0260
 TO0260  NGVD 29 (??/??/92)  734.945  (m)         2411.23   (f) ADJ UNCH    1 2
 TO0260
 TO0260.Superseded values are not recommended for survey control.
 TO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0260.See file dsdata.txt to determine how the superseded data were derived.
 TO0260
 TO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP012534(NAD 83)
 TO0260_MARKER: DB = BENCH MARK DISK
 TO0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0260_STAMPING: K 283 1942
 TO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0260+STABILITY: SURFACE MOTION
 TO0260
 TO0260  HISTORY     - Date     Condition        Report By
 TO0260  HISTORY     - 1942     MONUMENTED       CGS
 TO0260
 TO0260                          STATION DESCRIPTION
 TO0260
 TO0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0260'3.85 MI N FROM FALLS RANGER STATION.
 TO0260'ALONG WEST BRANCH ROAD, 35 FEET EAST OF CENTER LINE, 40 FEET NORTH OF
 TO0260'CENTER LINE OF T-ROAD TO QUARTZ CREEK, MCABEE FALLS AND JASPER
 TO0260'MOUNTAIN LOOKOUT.  WITNESS POST SET.  STAMPED K 283 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0183 ***********************************************************************
 SV0183  DESIGNATION -  K 284
 SV0183  PID         -  SV0183
 SV0183  STATE/COUNTY-  ID/SHOSHONE
 SV0183  USGS QUAD   -  KELLOGG WEST (1996)
 SV0183
 SV0183                         *CURRENT SURVEY CONTROL
 SV0183  ___________________________________________________________________
 SV0183* NAD 83(1986)-  47 32 22.     (N)    116 07 56.     (W)     SCALED    
 SV0183* NAVD 88     -       698.822  (meters)    2292.72   (feet)  ADJUSTED  
 SV0183  ___________________________________________________________________
 SV0183  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 SV0183  DYNAMIC HT  -         698.817 (meters)    2292.70  (feet)  COMP
 SV0183  MODELED GRAV-     980,582.9   (mgal)                       NAVD 88
 SV0183
 SV0183  VERT ORDER  -  SECOND    CLASS 0
 SV0183
 SV0183.The horizontal coordinates were scaled from a topographic map and have
 SV0183.an estimated accuracy of +/- 6 seconds.
 SV0183
 SV0183.The orthometric height was determined by differential leveling
 SV0183.and adjusted by the National Geodetic Survey in June 1991..
 SV0183
 SV0183.The geoid height was determined by GEOID03.
 SV0183
 SV0183.The dynamic height is computed by dividing the NAVD 88
 SV0183.geopotential number by the normal gravity value computed on the
 SV0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0183.degrees latitude (g = 980.6199 gals.).
 SV0183
 SV0183.The modeled gravity was interpolated from observed gravity values.
 SV0183
 SV0183;                    North         East    Units  Estimated Accuracy
 SV0183;SPC ID W     -   652,630.      771,230.      MT  (+/- 180 meters Scaled)
 SV0183
 SV0183                          SUPERSEDED SURVEY CONTROL
 SV0183
 SV0183  NGVD 29 (??/??/92)  697.711  (m)         2289.07   (f) ADJ UNCH    2 0
 SV0183
 SV0183.Superseded values are not recommended for survey control.
 SV0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0183.See file dsdata.txt to determine how the superseded data were derived.
 SV0183
 SV0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN653654(NAD 83)
 SV0183_MARKER: DB = BENCH MARK DISK
 SV0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0183_STAMPING: K 284 1944
 SV0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0183+STABILITY: SURFACE MOTION
 SV0183
 SV0183  HISTORY     - Date     Condition        Report By
 SV0183  HISTORY     - 1944     MONUMENTED       CGS
 SV0183  HISTORY     - 1980     MARK NOT FOUND   USGS
 SV0183
 SV0183                          STATION DESCRIPTION
 SV0183
 SV0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SV0183'IN KELLOGG AIRPORT.
 SV0183'0.6 MILE WEST OF THE UNION PACIFIC RAILROAD STATION AT KELLOGG,
 SV0183'SHOSHONE COUNTY, AT KELLOGG AIRPORT, AT THE CENTER OF THE SPACE
 SV0183'BETWEEN THE LEGS OF THE AIRWAY BEACON, AND 40 FEET NORTH OF THE SOUTH
 SV0183'FENCE.  A STANDARD DISK, STAMPED K 284 1944 AND SET IN THE TOP OF A
 SV0183'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 SV0183
 SV0183                          STATION RECOVERY (1980)
 SV0183
 SV0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0375 ***********************************************************************
 SV0375  DESIGNATION -  K 285
 SV0375  PID         -  SV0375
 SV0375  STATE/COUNTY-  ID/KOOTENAI
 SV0375  USGS QUAD   -  RATHDRUM (1996)
 SV0375
 SV0375                         *CURRENT SURVEY CONTROL
 SV0375  ___________________________________________________________________
 SV0375* NAD 83(1986)-  47 46 35.     (N)    116 57 31.     (W)     SCALED    
 SV0375* NAVD 88     -       652.821  (meters)    2141.80   (feet)  ADJUSTED  
 SV0375  ___________________________________________________________________
 SV0375  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 SV0375  DYNAMIC HT  -         652.858 (meters)    2141.92  (feet)  COMP
 SV0375  MODELED GRAV-     980,647.8   (mgal)                       NAVD 88
 SV0375
 SV0375  VERT ORDER  -  FIRST     CLASS II
 SV0375
 SV0375.The horizontal coordinates were scaled from a topographic map and have
 SV0375.an estimated accuracy of +/- 6 seconds.
 SV0375
 SV0375.The orthometric height was determined by differential leveling
 SV0375.and adjusted by the National Geodetic Survey in June 1991..
 SV0375
 SV0375.The geoid height was determined by GEOID03.
 SV0375
 SV0375.The dynamic height is computed by dividing the NAVD 88
 SV0375.geopotential number by the normal gravity value computed on the
 SV0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0375.degrees latitude (g = 980.6199 gals.).
 SV0375
 SV0375.The modeled gravity was interpolated from observed gravity values.
 SV0375
 SV0375;                    North         East    Units  Estimated Accuracy
 SV0375;SPC ID W     -   679,610.      709,430.      MT  (+/- 180 meters Scaled)
 SV0375
 SV0375                          SUPERSEDED SURVEY CONTROL
 SV0375
 SV0375  NGVD 29 (??/??/92)  651.648  (m)         2137.95   (f) ADJ UNCH    1 2
 SV0375
 SV0375.Superseded values are not recommended for survey control.
 SV0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0375.See file dsdata.txt to determine how the superseded data were derived.
 SV0375
 SV0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN031914(NAD 83)
 SV0375_MARKER: DD = SURVEY DISK
 SV0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0375_STAMPING: K 285 1944 P.O.T. 245+91.9 40.00
 SV0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0375+STABILITY: SURFACE MOTION
 SV0375
 SV0375  HISTORY     - Date     Condition        Report By
 SV0375  HISTORY     - 1944     MONUMENTED       IDDT
 SV0375  HISTORY     - 1944     GOOD             NGS
 SV0375  HISTORY     - 1982     GOOD             BPA
 SV0375
 SV0375                          STATION DESCRIPTION
 SV0375
 SV0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0375'3.2 MI NE FROM HAUSER.
 SV0375'3.2 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0375'STATION AT HAUSER, SET ALONG STATE HIGHWAY NO. 53, BETWEEN THE TRACK
 SV0375'AND THE HIGHWAY, ABOUT 150 FEET NORTHEAST OF THE CROSS ROAD, 117 FEET
 SV0375'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 40 FEET SOUTHEAST OF THE
 SV0375'CENTER-LINE OF THE HIGHWAY, IN THE FENCE LINE, 2 FEET SOUTHWEST OF THE
 SV0375'REFERENCE POST.  A IDAHO STATE HIGHWAY BRONZE RIGHT-OF-WAY DISK SET IN
 SV0375'TOP OF A CONCRETEPOST PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 SV0375
 SV0375                          STATION RECOVERY (1982)
 SV0375
 SV0375'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1982
 SV0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0247 ***********************************************************************
 TO0247  DESIGNATION -  K 286
 TO0247  PID         -  TO0247
 TO0247  STATE/COUNTY-  ID/BONNER
 TO0247  USGS QUAD   -  CAREYWOOD (1996)
 TO0247
 TO0247                         *CURRENT SURVEY CONTROL
 TO0247  ___________________________________________________________________
 TO0247* NAD 83(1986)-  48 01 26.     (N)    116 38 57.     (W)     SCALED    
 TO0247* NAVD 88     -       696.570  (meters)    2285.33   (feet)  ADJUSTED  
 TO0247  ___________________________________________________________________
 TO0247  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 TO0247  DYNAMIC HT  -         696.595 (meters)    2285.41  (feet)  COMP
 TO0247  MODELED GRAV-     980,625.0   (mgal)                       NAVD 88
 TO0247
 TO0247  VERT ORDER  -  FIRST     CLASS II
 TO0247
 TO0247.The horizontal coordinates were scaled from a topographic map and have
 TO0247.an estimated accuracy of +/- 6 seconds.
 TO0247
 TO0247.The orthometric height was determined by differential leveling
 TO0247.and adjusted by the National Geodetic Survey in June 1991..
 TO0247
 TO0247.The geoid height was determined by GEOID03.
 TO0247
 TO0247.The dynamic height is computed by dividing the NAVD 88
 TO0247.geopotential number by the normal gravity value computed on the
 TO0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0247.degrees latitude (g = 980.6199 gals.).
 TO0247
 TO0247.The modeled gravity was interpolated from observed gravity values.
 TO0247
 TO0247;                    North         East    Units  Estimated Accuracy
 TO0247;SPC ID W     -   706,810.      732,940.      MT  (+/- 180 meters Scaled)
 TO0247
 TO0247                          SUPERSEDED SURVEY CONTROL
 TO0247
 TO0247  NGVD 29 (??/??/92)  695.368  (m)         2281.39   (f) ADJ UNCH    1 2
 TO0247
 TO0247.Superseded values are not recommended for survey control.
 TO0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0247.See file dsdata.txt to determine how the superseded data were derived.
 TO0247
 TO0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP261190(NAD 83)
 TO0247_MARKER: DB = BENCH MARK DISK
 TO0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0247_STAMPING: K 286 1944
 TO0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0247+STABILITY: SURFACE MOTION
 TO0247
 TO0247  HISTORY     - Date     Condition        Report By
 TO0247  HISTORY     - 1944     MONUMENTED       CGS
 TO0247
 TO0247                          STATION DESCRIPTION
 TO0247
 TO0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0247'1.4 MI NE FROM GRANITE.
 TO0247'1.4 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 TO0247'STATION AT GRANITE, ABOUT 11 RAILS NORTHEAST OF MILEPOST NO. 23, SET
 TO0247'BETWEEN THE OLD AND NEW TRACKS, ABOUT 250 FEET NORTHWEST OF U.S.
 TO0247'HIGHWAY NO. 95, 73 FEET SOUTH-SOUTHWEST OF A POST PAINTED 80 C, 61
 TO0247'FEET NORTHWEST OF CENTER-LINE OF OLD ROAD BED, 40 FEET SOUTHEAST OF
 TO0247'SOUTHEAST RAIL OF NEW TRACK, ABOUT 3 FEET BELOW NEW TRACK LEVEL, 2
 TO0247'FEET SOUTHWEST OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A
 TO0247'CONCRETE POST POURED IN THE FIELD AND PROJECTING ABOUT 0.6 FOOT ABOVE
 TO0247'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0138 ***********************************************************************
 TO0138  DESIGNATION -  K 287
 TO0138  PID         -  TO0138
 TO0138  STATE/COUNTY-  ID/BONNER
 TO0138  USGS QUAD   -  HOPE (1996)
 TO0138
 TO0138                         *CURRENT SURVEY CONTROL
 TO0138  ___________________________________________________________________
 TO0138* NAD 83(1986)-  48 13 28.     (N)    116 16 13.     (W)     SCALED    
 TO0138* NAVD 88     -       644.372  (meters)    2114.08   (feet)  ADJUSTED  
 TO0138  ___________________________________________________________________
 TO0138  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 TO0138  DYNAMIC HT  -         644.399 (meters)    2114.17  (feet)  COMP
 TO0138  MODELED GRAV-     980,632.7   (mgal)                       NAVD 88
 TO0138
 TO0138  VERT ORDER  -  FIRST     CLASS II
 TO0138
 TO0138.The horizontal coordinates were scaled from a topographic map and have
 TO0138.an estimated accuracy of +/- 6 seconds.
 TO0138
 TO0138.The orthometric height was determined by differential leveling
 TO0138.and adjusted by the National Geodetic Survey in June 1991..
 TO0138.WARNING-Repeat measurements at this control monument indicate possible
 TO0138.vertical movement.
 TO0138
 TO0138.The geoid height was determined by GEOID03.
 TO0138
 TO0138.The dynamic height is computed by dividing the NAVD 88
 TO0138.geopotential number by the normal gravity value computed on the
 TO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0138.degrees latitude (g = 980.6199 gals.).
 TO0138
 TO0138.The modeled gravity was interpolated from observed gravity values.
 TO0138
 TO0138;                    North         East    Units  Estimated Accuracy
 TO0138;SPC ID W     -   728,850.      761,350.      MT  (+/- 180 meters Scaled)
 TO0138
 TO0138                          SUPERSEDED SURVEY CONTROL
 TO0138
 TO0138  NGVD 29 (??/??/92)  643.172  (m)         2110.14   (f) ADJ UNCH    1 2
 TO0138
 TO0138.Superseded values are not recommended for survey control.
 TO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0138.See file dsdata.txt to determine how the superseded data were derived.
 TO0138
 TO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP541415(NAD 83)
 TO0138_MARKER: DB = BENCH MARK DISK
 TO0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0138_STAMPING: K 287 1944
 TO0138_PROJECTION: PROJECTING 5 CENTIMETERS
 TO0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0138+STABILITY: SURFACE MOTION
 TO0138
 TO0138  HISTORY     - Date     Condition        Report By
 TO0138  HISTORY     - 1944     MONUMENTED       CGS
 TO0138  HISTORY     - 1980     GOOD             NGS
 TO0138
 TO0138                          STATION DESCRIPTION
 TO0138
 TO0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0138'2.4 MI SE FROM HOPE.
 TO0138'ABOUT 2.4 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TO0138'STATION AT HOPE, BONNER COUNTY, ABOUT 8 RAILS NORTHWEST OF MILEPOST
 TO0138'101, AT AN ABANDONED ROAD CROSSING, 49.1 FEET NORTHEAST OF THE
 TO0138'NORTHEAST RAIL, 10.3 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3
 TO0138'FEET SOUTHEAST OF THE SOUTHEAST POST OF A GATE, 1 FOOT NORTHEAST OF A
 TO0138'FENCE AND 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 TO0138'DISK, STAMPED K 287 1944 AND SET IN THE TOP OF A CONCRETE POST
 TO0138'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 TO0138
 TO0138                          STATION RECOVERY (1980)
 TO0138
 TO0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0138'12.2 KILOMETERS (7.6 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 TO0138'THE PUBLIC SCHOOL IN CLARK FORK, 0.5 KILOMETER (0.3 MILE) NORTHWEST
 TO0138'OF HIGHWAY MILEPOST 48, ALSO 3.0 KILOMETERS (1.9 MILES) SOUTHEAST
 TO0138'ALONG STATE HIGHWAY 200 FROM THE PUBLIC SCHOOL IN EAST HOPE, SET
 TO0138'ON THE BURLINGTON NORTHERN RAILWAY RIGHT-OF-WAY, 98.1 METERS (332
 TO0138'FEET) NORTHWEST OF RAILWAY MILEPOST 101, 76.2 METERS (250 FEET)
 TO0138'NORTHEAST ACROSS THE TRACK FROM THE CENTERLINE OF THE HIGHWAY, 20.7
 TO0138'METERS (67.9 FEET) SOUTHEAST OF THE THIRD TELEGRAPH POLE NORTHWEST OF
 TO0138'THE RAILWAY MILEPOST, 14.95 METERS (49.0 FEET) NORTHEAST OF THE
 TO0138'NORTHEAST RAIL OF THE TRACKS, 1.45 METERS (4.8 FEET) NORTHWEST OF A
 TO0138'30-INCH DIAMETER DOUGLAS FIR TREE.
 TO0138'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 TO0138'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0046 ***********************************************************************
 TO0046  DESIGNATION -  K 288
 TO0046  PID         -  TO0046
 TO0046  STATE/COUNTY-  ID/BOUNDARY
 TO0046  USGS QUAD   -  COPELAND (1965)
 TO0046
 TO0046                         *CURRENT SURVEY CONTROL
 TO0046  ___________________________________________________________________
 TO0046* NAD 83(1986)-  48 56 03.     (N)    116 24 34.     (W)     SCALED    
 TO0046* NAVD 88     -       545.908  (meters)    1791.03   (feet)  ADJUSTED  
 TO0046  ___________________________________________________________________
 TO0046  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 TO0046  DYNAMIC HT  -         545.974 (meters)    1791.25  (feet)  COMP
 TO0046  MODELED GRAV-     980,716.3   (mgal)                       NAVD 88
 TO0046
 TO0046  VERT ORDER  -  FIRST     CLASS II
 TO0046
 TO0046.The horizontal coordinates were scaled from a topographic map and have
 TO0046.an estimated accuracy of +/- 6 seconds.
 TO0046
 TO0046.The orthometric height was determined by differential leveling
 TO0046.and adjusted by the National Geodetic Survey in June 1991..
 TO0046
 TO0046.The geoid height was determined by GEOID03.
 TO0046
 TO0046.The dynamic height is computed by dividing the NAVD 88
 TO0046.geopotential number by the normal gravity value computed on the
 TO0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0046.degrees latitude (g = 980.6199 gals.).
 TO0046
 TO0046.The modeled gravity was interpolated from observed gravity values.
 TO0046
 TO0046;                    North         East    Units  Estimated Accuracy
 TO0046;SPC ID W     -   807,850.      751,690.      MT  (+/- 180 meters Scaled)
 TO0046
 TO0046                          SUPERSEDED SURVEY CONTROL
 TO0046
 TO0046  NGVD 29 (??/??/92)  544.705  (m)         1787.09   (f) ADJ UNCH    1 2
 TO0046
 TO0046.Superseded values are not recommended for survey control.
 TO0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0046.See file dsdata.txt to determine how the superseded data were derived.
 TO0046
 TO0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ432203(NAD 83)
 TO0046_MARKER: DB = BENCH MARK DISK
 TO0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0046_STAMPING: K 288 1944
 TO0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0046+STABILITY: SURFACE MOTION
 TO0046
 TO0046  HISTORY     - Date     Condition        Report By
 TO0046  HISTORY     - 1944     MONUMENTED       CGS
 TO0046  HISTORY     - 1964     MARK NOT FOUND   USGS
 TO0046
 TO0046                          STATION DESCRIPTION
 TO0046
 TO0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0046'2.5 MI NW FROM COPELAND.
 TO0046'2.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TO0046'AT COPELAND, SET AT MILEPOST NO. 19, 60 FEET SOUTHWEST OF THE FIRST
 TO0046'POLE SOUTHEAST OF MILEPOST, 19 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 TO0046'TRACK, 5 RAILS SOUTHEAST OF MILEPOST, 2 FEET NORTHWEST OF REFERENCE
 TO0046'POST.  IRON BENCH MARK DISK SET IN TOP OF A CONCRETE PRECAST POST AND
 TO0046'PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND.  NOTE-- MARKINGS IN THE
 TO0046'DESCRIPTION ARE NO LONGER THERE AND COULD NOT BE FOUND IN THE AREA.
 TO0046
 TO0046                          STATION RECOVERY (1964)
 TO0046
 TO0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0585 ***********************************************************************
 NU0585  DESIGNATION -  K 289 RESET
 NU0585  PID         -  NU0585
 NU0585  STATE/COUNTY-  ID/BANNOCK
 NU0585  USGS QUAD   -  MICHAUD (1984)
 NU0585
 NU0585                         *CURRENT SURVEY CONTROL
 NU0585  ___________________________________________________________________
 NU0585* NAD 83(1986)-  42 54 06.     (N)    112 34 20.     (W)     SCALED    
 NU0585* NAVD 88     -      1355.830  (meters)    4448.25   (feet)  ADJUSTED  
 NU0585  ___________________________________________________________________
 NU0585  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 NU0585  DYNAMIC HT  -        1355.070 (meters)    4445.76  (feet)  COMP
 NU0585  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 NU0585
 NU0585  VERT ORDER  -  FIRST     CLASS II
 NU0585
 NU0585.The horizontal coordinates were scaled from a topographic map and have
 NU0585.an estimated accuracy of +/- 6 seconds.
 NU0585
 NU0585.The orthometric height was determined by differential leveling
 NU0585.and adjusted by the National Geodetic Survey in June 1991..
 NU0585
 NU0585.The geoid height was determined by GEOID03.
 NU0585
 NU0585.The dynamic height is computed by dividing the NAVD 88
 NU0585.geopotential number by the normal gravity value computed on the
 NU0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0585.degrees latitude (g = 980.6199 gals.).
 NU0585
 NU0585.The modeled gravity was interpolated from observed gravity values.
 NU0585
 NU0585;                    North         East    Units  Estimated Accuracy
 NU0585;SPC ID E     -   137,260.      166,880.      MT  (+/- 180 meters Scaled)
 NU0585
 NU0585                          SUPERSEDED SURVEY CONTROL
 NU0585
 NU0585.No superseded survey control is available for this station.
 NU0585
 NU0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN716510(NAD 83)
 NU0585_MARKER: DB = BENCH MARK DISK
 NU0585_SETTING: 0 = UNSPECIFIED SETTING
 NU0585_STAMPING: K 289 RESET 1953
 NU0585_MARK LOGO: CGS   
 NU0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0585
 NU0585  HISTORY     - Date     Condition        Report By
 NU0585  HISTORY     - 1953     MONUMENTED       IDDH
 NU0585  HISTORY     - 1971     GOOD             USGS
 NU0585  HISTORY     - 1983     GOOD             NGS
 NU0585  HISTORY     - 19990623 GOOD             IDTD
 NU0585
 NU0585                          STATION DESCRIPTION
 NU0585
 NU0585'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NU0585'IN PHILLIPS FIELD.
 NU0585'6.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE RAILROAD
 NU0585'STATION AT POCATELLO, 220 FT. NORTHWEST OF THE NORTH TRACK OF THE
 NU0585'RAILROAD, 67 FT. NORTH OF THE CENTER LINE OF OLD U.S. 30N, 95 FT. EAST
 NU0585'FROM THE CENTERLINE OF OLD AIRPORT ROAD, AND 2 FT. SOUTH OF FENCE.
 NU0585
 NU0585                          STATION RECOVERY (1983)
 NU0585
 NU0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0585'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.85 KM
 NU0585'(6.75 MI) NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0585'AT POCATELLO, 0.2 KM (0.12 MI) NORTHEAST OF MILEPOLE 222, 64.6 METERS
 NU0585'(212 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACKS,
 NU0585'20.4 METERS (67 FT) NORTHWEST OF THE CENTERLINE OF OLD U.S. HIGHWAY
 NU0585'30, 19.8 METERS (65 FT) NORTHEAST OF THE THIRD POWER POLE NORTHEAST OF
 NU0585'THE T JUNCTION OF THE POCATELLO AIRPORT ROAD AND 0.6 METER (2 FT)
 NU0585'SOUTHEAST OF THE RIGHT OF WAY FENCE.
 NU0585'THE MARK IS 1.2 METERS  SE FROM A WITNESS POST.
 NU0585'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 NU0585
 NU0585                          STATION RECOVERY (1999)
 NU0585
 NU0585'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (RRE)
 NU0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1073 ***********************************************************************
 NU1073  DESIGNATION -  K 29
 NU1073  PID         -  NU1073
 NU1073  STATE/COUNTY-  ID/CASSIA
 NU1073  USGS QUAD   -  LYMAN PASS (1976)
 NU1073
 NU1073                         *CURRENT SURVEY CONTROL
 NU1073  ___________________________________________________________________
 NU1073* NAD 83(1986)-  42 05 25.     (N)    113 46 10.     (W)     SCALED    
 NU1073* NAVD 88     -      1879.766  (meters)    6167.20   (feet)  ADJUSTED  
 NU1073  ___________________________________________________________________
 NU1073  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 NU1073  DYNAMIC HT  -        1878.352 (meters)    6162.56  (feet)  COMP
 NU1073  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 NU1073
 NU1073  VERT ORDER  -  FIRST     CLASS II
 NU1073
 NU1073.The horizontal coordinates were scaled from a topographic map and have
 NU1073.an estimated accuracy of +/- 6 seconds.
 NU1073
 NU1073.The orthometric height was determined by differential leveling
 NU1073.and adjusted by the National Geodetic Survey in June 1991..
 NU1073
 NU1073.The geoid height was determined by GEOID03.
 NU1073
 NU1073.The dynamic height is computed by dividing the NAVD 88
 NU1073.geopotential number by the normal gravity value computed on the
 NU1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1073.degrees latitude (g = 980.6199 gals.).
 NU1073
 NU1073.The modeled gravity was interpolated from observed gravity values.
 NU1073
 NU1073;                    North         East    Units  Estimated Accuracy
 NU1073;SPC ID C     -    47,070.      519,070.      MT  (+/- 180 meters Scaled)
 NU1073
 NU1073                          SUPERSEDED SURVEY CONTROL
 NU1073
 NU1073  NGVD 29 (??/??/92) 1878.580  (m)         6163.31   (f) ADJ UNCH    1 2
 NU1073
 NU1073.Superseded values are not recommended for survey control.
 NU1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1073.See file dsdata.txt to determine how the superseded data were derived.
 NU1073
 NU1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM709635(NAD 83)
 NU1073_MARKER: DB = BENCH MARK DISK
 NU1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1073_STAMPING: K 29 1934
 NU1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1073+STABILITY: SURFACE MOTION
 NU1073
 NU1073  HISTORY     - Date     Condition        Report By
 NU1073  HISTORY     - 1934     MONUMENTED       CGS
 NU1073  HISTORY     - 1934     GOOD             NGS
 NU1073  HISTORY     - 1968     MARK NOT FOUND   USGS
 NU1073
 NU1073                          STATION DESCRIPTION
 NU1073
 NU1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NU1073'14.5 MI S FROM OAKLEY.
 NU1073'14.5 MILES SOUTH ALONG BIRCH CREEK ROAD FROM THE OREGON SHORT LINE
 NU1073'RAILROAD STATION AT OAKLEY, 60 FEET NORTHEAST OF THE INTERSECTION OF
 NU1073'THE ALMO AND MOULTON ROADS, 26 FEET EAST OF THE OAKLEY ROAD, 12 FEET
 NU1073'EAST OF A CORNER POST IN A FENCE, AND 1 FOOT SOUTH OF THE FENCE.  SET
 NU1073'IN THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD JUNCTION AS MENTIONED
 NU1073'IN THE DESCRIPTION WAS CHANGED IN 1941 WHEN A NEW ROAD WAS BUILT. THE
 NU1073'BENCH MARK WAS PROBABLY DESTROYED WHEN THE ROAD WAS CHANGED.
 NU1073
 NU1073                          STATION RECOVERY (1968)
 NU1073
 NU1073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0051 ***********************************************************************
 QZ0051  DESIGNATION -  K 290
 QZ0051  PID         -  QZ0051
 QZ0051  STATE/COUNTY-  ID/LEMHI
 QZ0051  USGS QUAD   -  ULYSSES MOUNTAIN (1991)
 QZ0051
 QZ0051                         *CURRENT SURVEY CONTROL
 QZ0051  ___________________________________________________________________
 QZ0051* NAD 83(1986)-  45 24 20.     (N)    114 01 33.     (W)     SCALED    
 QZ0051* NAVD 88     -      1094.892  (meters)    3592.16   (feet)  ADJUSTED  
 QZ0051  ___________________________________________________________________
 QZ0051  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 QZ0051  DYNAMIC HT  -        1094.501 (meters)    3590.88  (feet)  COMP
 QZ0051  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 QZ0051
 QZ0051  VERT ORDER  -  SECOND    CLASS 0
 QZ0051
 QZ0051.The horizontal coordinates were scaled from a topographic map and have
 QZ0051.an estimated accuracy of +/- 6 seconds.
 QZ0051
 QZ0051.The orthometric height was determined by differential leveling
 QZ0051.and adjusted by the National Geodetic Survey in June 1991..
 QZ0051
 QZ0051.The geoid height was determined by GEOID03.
 QZ0051
 QZ0051.The dynamic height is computed by dividing the NAVD 88
 QZ0051.geopotential number by the normal gravity value computed on the
 QZ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0051.degrees latitude (g = 980.6199 gals.).
 QZ0051
 QZ0051.The modeled gravity was interpolated from observed gravity values.
 QZ0051
 QZ0051;                    North         East    Units  Estimated Accuracy
 QZ0051;SPC ID C     -   415,380.      497,980.      MT  (+/- 180 meters Scaled)
 QZ0051
 QZ0051                          SUPERSEDED SURVEY CONTROL
 QZ0051
 QZ0051  NGVD 29 (??/??/92) 1093.766  (m)         3588.46   (f) ADJ UNCH    2 0
 QZ0051
 QZ0051.Superseded values are not recommended for survey control.
 QZ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0051.See file dsdata.txt to determine how the superseded data were derived.
 QZ0051
 QZ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL327323(NAD 83)
 QZ0051_MARKER: DB = BENCH MARK DISK
 QZ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0051_STAMPING: K 290 1945
 QZ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0051+STABILITY: SURFACE MOTION
 QZ0051
 QZ0051  HISTORY     - Date     Condition        Report By
 QZ0051  HISTORY     - 1945     MONUMENTED       CGS
 QZ0051  HISTORY     - 1958     MARK NOT FOUND   USGS
 QZ0051
 QZ0051                          STATION DESCRIPTION
 QZ0051
 QZ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0051'1.9 MI W FROM NORTH FORK.
 QZ0051'1.9 MILES WEST ALONG THE NORTH FORK-SHOUP ROAD FROM THE POST OFFICE AT
 QZ0051'NORTH FORK, SET BETWEEN THE ROAD AND THE RIVER, 28 FEET SOUTHEAST OF
 QZ0051'CENTER-LINE OF THE ROAD, 6 FEET NORTH OF THE NORTH RIVER BANK, 10 FEET
 QZ0051'SOUTHEAST OF A PINE TREE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE
 QZ0051'OF TREE, ABOUT 12 FEET BELOW ROAD LEVEL.  IRON BENCH MARK DISK SET IN
 QZ0051'TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND.
 QZ0051
 QZ0051                          STATION RECOVERY (1958)
 QZ0051
 QZ0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QZ0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0331 ***********************************************************************
 QY0331  DESIGNATION -  K 292
 QY0331  PID         -  QY0331
 QY0331  STATE/COUNTY-  ID/LEMHI
 QY0331  USGS QUAD   -  SALMON (1989)
 QY0331
 QY0331                         *CURRENT SURVEY CONTROL
 QY0331  ___________________________________________________________________
 QY0331* NAD 83(1986)-  45 11 15.     (N)    113 53 51.     (W)     SCALED    
 QY0331* NAVD 88     -      1198.156  (meters)    3930.95   (feet)  ADJUSTED  
 QY0331  ___________________________________________________________________
 QY0331  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 QY0331  DYNAMIC HT  -        1197.684 (meters)    3929.40  (feet)  COMP
 QY0331  MODELED GRAV-     980,183.0   (mgal)                       NAVD 88
 QY0331
 QY0331  VERT ORDER  -  FIRST     CLASS II
 QY0331
 QY0331.The horizontal coordinates were scaled from a topographic map and have
 QY0331.an estimated accuracy of +/- 6 seconds.
 QY0331
 QY0331.The orthometric height was determined by differential leveling
 QY0331.and adjusted by the National Geodetic Survey in June 1991..
 QY0331
 QY0331.The geoid height was determined by GEOID03.
 QY0331
 QY0331.The dynamic height is computed by dividing the NAVD 88
 QY0331.geopotential number by the normal gravity value computed on the
 QY0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0331.degrees latitude (g = 980.6199 gals.).
 QY0331
 QY0331.The modeled gravity was interpolated from observed gravity values.
 QY0331
 QY0331;                    North         East    Units  Estimated Accuracy
 QY0331;SPC ID C     -   391,150.      508,060.      MT  (+/- 180 meters Scaled)
 QY0331
 QY0331                          SUPERSEDED SURVEY CONTROL
 QY0331
 QY0331  NGVD 29 (??/??/92) 1196.983  (m)         3927.10   (f) ADJ UNCH    1 2
 QY0331
 QY0331.Superseded values are not recommended for survey control.
 QY0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0331.See file dsdata.txt to determine how the superseded data were derived.
 QY0331
 QY0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR723078(NAD 83)
 QY0331_MARKER: DB = BENCH MARK DISK
 QY0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0331_STAMPING: USBM K 292 1945
 QY0331_MARK LOGO: CGS   
 QY0331_MAGNETIC: N = NO MAGNETIC MATERIAL
 QY0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0331+STABILITY: SURFACE MOTION
 QY0331
 QY0331  HISTORY     - Date     Condition        Report By
 QY0331  HISTORY     - 1945     MONUMENTED       IDPWD
 QY0331  HISTORY     - 19970601 GOOD             IDTD
 QY0331  HISTORY     - 19970804 GOOD             IDTD
 QY0331  HISTORY     - 20060724 MARK NOT FOUND   IDTD
 QY0331
 QY0331                          STATION DESCRIPTION
 QY0331
 QY0331'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1945
 QY0331'0.8 MI N FROM SALMON.
 QY0331'0.8 MILE NORTH ALONG U.S. HIGHWAY 93 FROM THE COURTHOUSE AT SALMON,
 QY0331'LEMHI COUNTY, ABOUT 500 FEET NORTH OF A SMALL FARMHOUSE, 50 FEET EAST
 QY0331'OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET WEST OF THE FENCE, AND IN
 QY0331'LINE WITH A ROW OF TELEPHONE POLES.  AN IDAHO DEPARTMENT OF PUBLIC
 QY0331'WORKS STANDARD DISK, STAMPED USBM K 292 1945 AND SET IN THE TOP OF A
 QY0331'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 QY0331
 QY0331                          STATION RECOVERY (1997)
 QY0331
 QY0331'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0331'ADD, FROM THE NORTHWEST END OF THE SALMON RIVER BRIDGE IN SALMON,
 QY0331'IDAHO, GO NORTH ON US-93 FOR 1.164 KM TO THE MARK ON THE RIGHT,
 QY0331'MILEPOST 306.045.
 QY0331
 QY0331                          STATION RECOVERY (1997)
 QY0331
 QY0331'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0331'RECOVERED AS DESCRIBED.
 QY0331
 QY0331                          STATION RECOVERY (2006)
 QY0331
 QY0331'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (JH)
 QY0331'FOUND WHAT WE BELIEVE WAS THE CONCRETE POST ON WHICH THE DISK RESIDED.
 QY0331'THE DISK WAS NOT FOUND.  IN THE HOLE WE EXCAVATED TO FIND THE POST, WE
 QY0331'FOUND A 'CENTURY TELEPONE' WIRE FLAG AND EVIDENCE ON THE SURFACE
 QY0331'INDICATES TRENCHING DESTROYED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0427 ***********************************************************************
 OH0427  DESIGNATION -  K 293
 OH0427  PID         -  OH0427
 OH0427  STATE/COUNTY-  ID/OWYHEE
 OH0427  USGS QUAD   -  WILDER (1971)
 OH0427
 OH0427                         *CURRENT SURVEY CONTROL
 OH0427  ___________________________________________________________________
 OH0427* NAD 83(1986)-  43 38 47.     (N)    116 58 35.     (W)     SCALED    
 OH0427* NAVD 88     -       685.445  (meters)    2248.83   (feet)  ADJUSTED  
 OH0427  ___________________________________________________________________
 OH0427  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 OH0427  DYNAMIC HT  -         685.202 (meters)    2248.03  (feet)  COMP
 OH0427  MODELED GRAV-     980,243.4   (mgal)                       NAVD 88
 OH0427
 OH0427  VERT ORDER  -  SECOND    CLASS 0
 OH0427
 OH0427.The horizontal coordinates were scaled from a topographic map and have
 OH0427.an estimated accuracy of +/- 6 seconds.
 OH0427
 OH0427.The orthometric height was determined by differential leveling
 OH0427.and adjusted by the National Geodetic Survey in June 1991..
 OH0427
 OH0427.The geoid height was determined by GEOID03.
 OH0427
 OH0427.The dynamic height is computed by dividing the NAVD 88
 OH0427.geopotential number by the normal gravity value computed on the
 OH0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0427.degrees latitude (g = 980.6199 gals.).
 OH0427
 OH0427.The modeled gravity was interpolated from observed gravity values.
 OH0427
 OH0427;                    North         East    Units  Estimated Accuracy
 OH0427;SPC ID W     -   220,640.      701,060.      MT  (+/- 180 meters Scaled)
 OH0427
 OH0427                          SUPERSEDED SURVEY CONTROL
 OH0427
 OH0427  NGVD 29 (??/??/92)  684.505  (m)         2245.75   (f) ADJ UNCH    2 0
 OH0427
 OH0427.Superseded values are not recommended for survey control.
 OH0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0427.See file dsdata.txt to determine how the superseded data were derived.
 OH0427
 OH0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ019326(NAD 83)
 OH0427_MARKER: DB = BENCH MARK DISK
 OH0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0427_STAMPING: K 293 1944
 OH0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0427+STABILITY: SURFACE MOTION
 OH0427
 OH0427  HISTORY     - Date     Condition        Report By
 OH0427  HISTORY     - 1944     MONUMENTED       CGS
 OH0427  HISTORY     - 1978     GOOD             NGS
 OH0427
 OH0427                          STATION DESCRIPTION
 OH0427
 OH0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0427'4.1 MI NW FROM HOMEDALE.
 OH0427'4.1 MILES FROM THE POST OFFICE AT HOMEDALE, OWYHEE COUNTY, FOLLOW THE
 OH0427'ADRIAN HIGHWAY FOR 1.0 MILE TO A GRAVEL ROAD NORTH, THENCE NORTH
 OH0427'AROUND THE EAST SIDE OF A HILL FOR 0.7 MILE TO A RAILROAD, CONTINUE
 OH0427'NORTH FOR 0.3 MILE TO A LEFT TURN, THENCE WEST FOR 0.3 MILE TO A
 OH0427'RAILROAD, THENCE NORTHWEST ALONG THE NORTHEAST SIDE OF THE HILL AND
 OH0427'CONTINUE FOR 0.4 MILE TO A Y ROAD JUNCTION, THENCE ALONG THE LEFT FORK
 OH0427'FOR 0.7 MILE TO A ROAD INTERSECTION, THENCE WEST FOR 0.5 MILE TO A T
 OH0427'ROAD JUNCTION, 56.2 FEET NORTHEAST OF THE CENTER OF A T ROAD JUNCTION,
 OH0427'33.1 FEET EAST OF A FENCE CORNER, 31 FEET EAST OF A POWER POLE, 24.6
 OH0427'FEET NORTH OF THE CENTERLINE OF THE ROAD, 0.5 FOOT SOUTH OF A FENCE
 OH0427'LINE AND 4.3 FEET WEST OF A 4 X 4 INCH WHITE WOODEN POST. A STANDARD
 OH0427'BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES
 OH0427'ABOVE THE GROUND.
 OH0427
 OH0427                          STATION RECOVERY (1978)
 OH0427
 OH0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OH0427'REACHED FROM THE JUNCTION OF STATE HIGHWAY 19, AND US HIGHWAY 95,
 OH0427'JUST SOUTH OF THE HOMEDALE POST OFFICE, GO WEST ON STATE HIGHWAY 19
 OH0427'FOR 1.1 MILES TO A SIDE ROAD RIGHT, 0.05 MILE AFTER CROSSING A
 OH0427'CONCRETE BRIDGE TURN RIGHT, AND GO NORTH ON THE MACADAM ROAD, ALONG
 OH0427'THE BASE OF THE BLUFF FOR 0.7 MILE TO THE RAILROAD CROSSING, CONTINUE
 OH0427'NORTH, AND WEST ON THE MACADAM ROAD FOR 2.8 MILES TO THE BENCH MARK
 OH0427'ON THE RIGHT, 0.1 MILE EAST OF A RAILROAD CROSSING, 56 FEET EAST OF
 OH0427'THE CENTER OF A SIDE ROAD NORTH, 29 FEET EAST OF A FENCE CORNER, 20
 OH0427'FEET NORTH OF THE CENTER OF THE ROAD, AND 18 FEET EAST-NORTHEAST OF A
 OH0427'POWER POLE SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OH0427'5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0337 ***********************************************************************
 OH0337  DESIGNATION -  K 294
 OH0337  PID         -  OH0337
 OH0337  STATE/COUNTY-  ID/OWYHEE
 OH0337  USGS QUAD   -  OPALENE GULCH (1992)
 OH0337
 OH0337                         *CURRENT SURVEY CONTROL
 OH0337  ___________________________________________________________________
 OH0337* NAD 83(1986)-  43 28 07.     (N)    116 46 30.     (W)     SCALED    
 OH0337* NAVD 88     -       718.389  (meters)    2356.91   (feet)  ADJUSTED  
 OH0337  ___________________________________________________________________
 OH0337  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 OH0337  DYNAMIC HT  -         718.123 (meters)    2356.04  (feet)  COMP
 OH0337  MODELED GRAV-     980,225.4   (mgal)                       NAVD 88
 OH0337
 OH0337  VERT ORDER  -  SECOND    CLASS 0
 OH0337
 OH0337.The horizontal coordinates were scaled from a topographic map and have
 OH0337.an estimated accuracy of +/- 6 seconds.
 OH0337
 OH0337.The orthometric height was determined by differential leveling
 OH0337.and adjusted by the National Geodetic Survey in June 1991..
 OH0337
 OH0337.The geoid height was determined by GEOID03.
 OH0337
 OH0337.The dynamic height is computed by dividing the NAVD 88
 OH0337.geopotential number by the normal gravity value computed on the
 OH0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0337.degrees latitude (g = 980.6199 gals.).
 OH0337
 OH0337.The modeled gravity was interpolated from observed gravity values.
 OH0337
 OH0337;                    North         East    Units  Estimated Accuracy
 OH0337;SPC ID W     -   200,670.      717,060.      MT  (+/- 180 meters Scaled)
 OH0337
 OH0337                          SUPERSEDED SURVEY CONTROL
 OH0337
 OH0337  NGVD 29 (??/??/92)  717.452  (m)         2353.84   (f) ADJ UNCH    2 0
 OH0337
 OH0337.Superseded values are not recommended for survey control.
 OH0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0337.See file dsdata.txt to determine how the superseded data were derived.
 OH0337
 OH0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ181128(NAD 83)
 OH0337_MARKER: DB = BENCH MARK DISK
 OH0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0337_STAMPING: K 294 1944
 OH0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0337+STABILITY: SURFACE MOTION
 OH0337
 OH0337  HISTORY     - Date     Condition        Report By
 OH0337  HISTORY     - 1944     MONUMENTED       CGS
 OH0337
 OH0337                          STATION DESCRIPTION
 OH0337
 OH0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0337'6.1 MI S FROM MARSING.
 OH0337'6.1 MILES SOUTH FROM THE RAILROAD STATION AT MARSING, OWYHEE COUNTY,
 OH0337'ALONG THE MARSING TO MURPHY HIGHWAY, 0.4 MILE SOUTHEAST OF A Y ROAD
 OH0337'NEAR THE TOP OF A HILL, 32 FEET NORTH OF AN EAST-WEST DIM TRACK ROAD,
 OH0337'36 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTH
 OH0337'OF A 4 X 4 INCH WHITE WOODEN POST.  A STANDARD BRONZE DISK SET IN THE
 OH0337'TOP OF A CONCRETE POST 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0272 ***********************************************************************
 OH0272  DESIGNATION -  K 295
 OH0272  PID         -  OH0272
 OH0272  STATE/COUNTY-  ID/ADA
 OH0272  USGS QUAD   -  INITIAL POINT (1992)
 OH0272
 OH0272                         *CURRENT SURVEY CONTROL
 OH0272  ___________________________________________________________________
 OH0272* NAD 83(1986)-  43 17 55.     (N)    116 27 59.     (W)     SCALED    
 OH0272* NAVD 88     -       728.356  (meters)    2389.61   (feet)  ADJUSTED  
 OH0272  ___________________________________________________________________
 OH0272  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 OH0272  DYNAMIC HT  -         728.070 (meters)    2388.68  (feet)  COMP
 OH0272  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 OH0272
 OH0272  VERT ORDER  -  SECOND    CLASS 0
 OH0272
 OH0272.The horizontal coordinates were scaled from a topographic map and have
 OH0272.an estimated accuracy of +/- 6 seconds.
 OH0272
 OH0272.The orthometric height was determined by differential leveling
 OH0272.and adjusted by the National Geodetic Survey in June 1991..
 OH0272
 OH0272.The geoid height was determined by GEOID03.
 OH0272
 OH0272.The dynamic height is computed by dividing the NAVD 88
 OH0272.geopotential number by the normal gravity value computed on the
 OH0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0272.degrees latitude (g = 980.6199 gals.).
 OH0272
 OH0272.The modeled gravity was interpolated from observed gravity values.
 OH0272
 OH0272;                    North         East    Units  Estimated Accuracy
 OH0272;SPC ID W     -   181,520.      741,870.      MT  (+/- 180 meters Scaled)
 OH0272
 OH0272                          SUPERSEDED SURVEY CONTROL
 OH0272
 OH0272  NGVD 29 (??/??/92)  727.437  (m)         2386.60   (f) ADJ UNCH    2 0
 OH0272
 OH0272.Superseded values are not recommended for survey control.
 OH0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0272.See file dsdata.txt to determine how the superseded data were derived.
 OH0272
 OH0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH432941(NAD 83)
 OH0272_MARKER: DB = BENCH MARK DISK
 OH0272_SETTING: 80 = SET IN A BOULDER
 OH0272_SP_SET: BOULDER
 OH0272_STAMPING: K 295 1944
 OH0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0272+STABILITY: SURFACE MOTION
 OH0272
 OH0272  HISTORY     - Date     Condition        Report By
 OH0272  HISTORY     - 1944     MONUMENTED       CGS
 OH0272
 OH0272                          STATION DESCRIPTION
 OH0272
 OH0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0272'6.8 MI NW FROM SWAN FALLS DAM.
 OH0272'6.8 MILES NORTHWEST OF THE DAM AT SWAN FALLS DAM, ADA COUNTY, IN THE
 OH0272'CANYON ALONG THE NORTHEAST BANK OF SNAKE RIVER, 4.1 MILES SOUTHEAST OF
 OH0272'THE RAILROAD BRIDGE OVER SNAKE RIVER, AT A Y ROAD INTERSECTION, THE
 OH0272'NORTHERLY ROAD LEADING OUT OF THE CANYON, APPROXIMATELY 75 YARDS SOUTH
 OH0272'OF THE NORTH CANYON WALL, 16 YARDS WEST OF THE INTERSECTION OF THE
 OH0272'CENTERLINE OF AN EAST-WEST ROAD AND A ROAD LEADING NORTHERLY OUT OF
 OH0272'THE CANYON, 11 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, AND
 OH0272'3 FEET ABOVE THE GROUND.  A STANDARD BRONZE DISK SET IN A LARGE 20
 OH0272'FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0300 ***********************************************************************
 OH0300  DESIGNATION -  K 296
 OH0300  PID         -  OH0300
 OH0300  STATE/COUNTY-  ID/OWYHEE
 OH0300  USGS QUAD   -  JACKASS BUTTE (1992)
 OH0300
 OH0300                         *CURRENT SURVEY CONTROL
 OH0300  ___________________________________________________________________
 OH0300* NAD 83(1986)-  43 05 35.     (N)    116 14 12.     (W)     SCALED    
 OH0300* NAVD 88     -       716.353  (meters)    2350.23   (feet)  ADJUSTED  
 OH0300  ___________________________________________________________________
 OH0300  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 OH0300  DYNAMIC HT  -         716.062 (meters)    2349.28  (feet)  COMP
 OH0300  MODELED GRAV-     980,191.4   (mgal)                       NAVD 88
 OH0300
 OH0300  VERT ORDER  -  SECOND    CLASS 0
 OH0300
 OH0300.The horizontal coordinates were scaled from a topographic map and have
 OH0300.an estimated accuracy of +/- 6 seconds.
 OH0300
 OH0300.The orthometric height was determined by differential leveling
 OH0300.and adjusted by the National Geodetic Survey in June 1991..
 OH0300
 OH0300.The geoid height was determined by GEOID03.
 OH0300
 OH0300.The dynamic height is computed by dividing the NAVD 88
 OH0300.geopotential number by the normal gravity value computed on the
 OH0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0300.degrees latitude (g = 980.6199 gals.).
 OH0300
 OH0300.The modeled gravity was interpolated from observed gravity values.
 OH0300
 OH0300;                    North         East    Units  Estimated Accuracy
 OH0300;SPC ID W     -   158,550.      760,380.      MT  (+/- 180 meters Scaled)
 OH0300
 OH0300                          SUPERSEDED SURVEY CONTROL
 OH0300
 OH0300  NGVD 29 (??/??/92)  715.454  (m)         2347.29   (f) ADJ UNCH    2 0
 OH0300
 OH0300.Superseded values are not recommended for survey control.
 OH0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0300.See file dsdata.txt to determine how the superseded data were derived.
 OH0300
 OH0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH621714(NAD 83)
 OH0300_MARKER: DB = BENCH MARK DISK
 OH0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0300_STAMPING: K 296 1944
 OH0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0300+STABILITY: SURFACE MOTION
 OH0300
 OH0300  HISTORY     - Date     Condition        Report By
 OH0300  HISTORY     - 1944     MONUMENTED       CGS
 OH0300
 OH0300                          STATION DESCRIPTION
 OH0300
 OH0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0300'14.6 MI NW FROM GRAND VIEW.
 OH0300'14.6 MILES NORTHWEST OF THE SNAKE RIVER BRIDGE AT GRAND VIEW, OWYHEE
 OH0300'COUNTY, IN THE CANYON ALONG THE SOUTHWEST BANK OF SNAKE RIVER, 2.0
 OH0300'MILES SOUTHEAST OF THE MOUTH OF CASTLE CREEK, ACROSS THE RIVER AND 0.1
 OH0300'MILE NORTH OF AN ABANDONED MINE, 15 YARDS SOUTH OF A RAVINE, 50 YARDS
 OH0300'WEST OF THE RIVER BANK, AND 2.5 FEET EAST OF A 4 X 4 INCH WHITE WOODEN
 OH0300'POST.  A STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE POST 1 FOOT
 OH0300'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0705 ***********************************************************************
 NV0705  DESIGNATION -  K 297
 NV0705  PID         -  NV0705
 NV0705  STATE/COUNTY-  ID/OWYHEE
 NV0705  USGS QUAD   -  BRUNEAU (1992)
 NV0705
 NV0705                         *CURRENT SURVEY CONTROL
 NV0705  ___________________________________________________________________
 NV0705* NAD 83(1986)-  42 59 13.     (N)    115 52 32.     (W)     SCALED    
 NV0705* NAVD 88     -       733.979  (meters)    2408.06   (feet)  ADJUSTED  
 NV0705  ___________________________________________________________________
 NV0705  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 NV0705  DYNAMIC HT  -         733.665 (meters)    2407.03  (feet)  COMP
 NV0705  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 NV0705
 NV0705  VERT ORDER  -  SECOND    CLASS 0
 NV0705
 NV0705.The horizontal coordinates were scaled from a topographic map and have
 NV0705.an estimated accuracy of +/- 6 seconds.
 NV0705
 NV0705.The orthometric height was determined by differential leveling
 NV0705.and adjusted by the National Geodetic Survey in June 1991..
 NV0705
 NV0705.The geoid height was determined by GEOID03.
 NV0705
 NV0705.The dynamic height is computed by dividing the NAVD 88
 NV0705.geopotential number by the normal gravity value computed on the
 NV0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0705.degrees latitude (g = 980.6199 gals.).
 NV0705
 NV0705.The modeled gravity was interpolated from observed gravity values.
 NV0705
 NV0705;                    North         East    Units  Estimated Accuracy
 NV0705;SPC ID W     -   146,650.      789,760.      MT  (+/- 180 meters Scaled)
 NV0705
 NV0705                          SUPERSEDED SURVEY CONTROL
 NV0705
 NV0705  NGVD 29 (??/??/92)  733.115  (m)         2405.23   (f) ADJ UNCH    2 0
 NV0705
 NV0705.Superseded values are not recommended for survey control.
 NV0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0705.See file dsdata.txt to determine how the superseded data were derived.
 NV0705
 NV0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH916599(NAD 83)
 NV0705_MARKER: DB = BENCH MARK DISK
 NV0705_SETTING: 80 = SET IN A BOULDER
 NV0705_SP_SET: BOULDER
 NV0705_STAMPING: K 297 1944
 NV0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0705+STABILITY: SURFACE MOTION
 NV0705
 NV0705  HISTORY     - Date     Condition        Report By
 NV0705  HISTORY     - 1944     MONUMENTED       CGS
 NV0705
 NV0705                          STATION DESCRIPTION
 NV0705
 NV0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NV0705'17.8 MI E FROM GRANDVIEW.
 NV0705'ALONG THE SOUTH BANK OF THE SNAKE RIVER, IN A DEEP CANYON INACCESSIBLE
 NV0705'BY TRUCK.  2.8 MILES WEST OF A SMALL FARM HOUSE AT CRANE FALLS. 0.2
 NV0705'MILES EAST OF A CURVE IN THE RIVER.  ON A FLAT SANDY STRIP.
 NV0705'APPROXIMATELY 40 FEET WEST OF THE RIVER BANK.  25 FEET EAST OF THE
 NV0705'BASE OF A LARGE POINTED BOULDER.  ON TOP OF A 5 FOOT BOULDER. 7 FEET
 NV0705'ABOVE THE LEVEL OF THE WATER.  5 FEET ABOVE THE GROUND.  WHITE BM AND
 NV0705'ARROWS PAINTED ON ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0728 ***********************************************************************
 NV0728  DESIGNATION -  K 298
 NV0728  PID         -  NV0728
 NV0728  STATE/COUNTY-  ID/ELMORE
 NV0728  USGS QUAD   -  INDIAN COVE (1992)
 NV0728
 NV0728                         *CURRENT SURVEY CONTROL
 NV0728  ___________________________________________________________________
 NV0728* NAD 83(1986)-  42 56 07.     (N)    115 33 51.     (W)     SCALED    
 NV0728* NAVD 88     -       755.986  (meters)    2480.26   (feet)  ADJUSTED  
 NV0728  ___________________________________________________________________
 NV0728  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 NV0728  DYNAMIC HT  -         755.680 (meters)    2479.26  (feet)  COMP
 NV0728  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 NV0728
 NV0728  VERT ORDER  -  SECOND    CLASS 0
 NV0728
 NV0728.The horizontal coordinates were scaled from a topographic map and have
 NV0728.an estimated accuracy of +/- 6 seconds.
 NV0728
 NV0728.The orthometric height was determined by differential leveling
 NV0728.and adjusted by the National Geodetic Survey in June 1991..
 NV0728
 NV0728.The geoid height was determined by GEOID03.
 NV0728
 NV0728.The dynamic height is computed by dividing the NAVD 88
 NV0728.geopotential number by the normal gravity value computed on the
 NV0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0728.degrees latitude (g = 980.6199 gals.).
 NV0728
 NV0728.The modeled gravity was interpolated from observed gravity values.
 NV0728
 NV0728;                    North         East    Units  Estimated Accuracy
 NV0728;SPC ID W     -   140,920.      815,170.      MT  (+/- 180 meters Scaled)
 NV0728
 NV0728                          SUPERSEDED SURVEY CONTROL
 NV0728
 NV0728  NGVD 29 (??/??/92)  755.174  (m)         2477.60   (f) ADJ UNCH    2 0
 NV0728
 NV0728.Superseded values are not recommended for survey control.
 NV0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0728.See file dsdata.txt to determine how the superseded data were derived.
 NV0728
 NV0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH171546(NAD 83)
 NV0728_MARKER: DB = BENCH MARK DISK
 NV0728_SETTING: 66 = SET IN ROCK OUTCROP
 NV0728_SP_SET: ROCK OUTCROP
 NV0728_STAMPING: K 298 1945
 NV0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0728+STABILITY: POSITION/ELEVATION WELL
 NV0728
 NV0728  HISTORY     - Date     Condition        Report By
 NV0728  HISTORY     - 1945     MONUMENTED       CGS
 NV0728  HISTORY     - 19890824 GOOD             USPSQD
 NV0728
 NV0728                          STATION DESCRIPTION
 NV0728
 NV0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0728'6.1 MI W FROM HAMMETT.
 NV0728'6.1 MILES WEST OF THE RAILROAD STATION AT HAMMETT, ELMORE COUNTY,
 NV0728'ALONG A TRACK ROAD ON THE NORTH BANK OF SNAKE RIVER, 2.2 MILES WEST OF
 NV0728'THE NORTH END OF THE SNAKE RIVER BRIDGE SOUTHWEST OF HAMMETT, AT THE
 NV0728'BASE OF A LOW KNOLL, LONE KNOLL DIRECTLY OPPOSITE ON THE OPPOSITE SIDE
 NV0728'OF THE RIVER, AND A LONE RANCH HOUSE 0.2 MILE WEST OF THIS KNOLL, 60
 NV0728'FEET NORTH OF THE NORTH BANK OF THE RIVER AND 6 FEET SOUTH OF A 4 X 4
 NV0728'INCH WHITE WOODEN POST.  A STANDARD BRONZE DISK SET IN A ROCK OUTCROP
 NV0728'PROJECTING 5 INCHES.
 NV0728
 NV0728                          STATION RECOVERY (1989)
 NV0728
 NV0728'RECOVERY NOTE BY US POWER SQUADRON 1989 (TTS)
 NV0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0410 ***********************************************************************
 NV0410  DESIGNATION -  K 299
 NV0410  PID         -  NV0410
 NV0410  STATE/COUNTY-  ID/GOODING
 NV0410  USGS QUAD   -  HAGERMAN (1992)
 NV0410
 NV0410                         *CURRENT SURVEY CONTROL
 NV0410  ___________________________________________________________________
 NV0410* NAD 83(1986)-  42 45 53.     (N)    114 53 21.     (W)     SCALED    
 NV0410* NAVD 88     -       881.811  (meters)    2893.07   (feet)  ADJUSTED  
 NV0410  ___________________________________________________________________
 NV0410  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 NV0410  DYNAMIC HT  -         881.399 (meters)    2891.72  (feet)  COMP
 NV0410  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 NV0410
 NV0410  VERT ORDER  -  SECOND    CLASS 0
 NV0410
 NV0410.The horizontal coordinates were scaled from a topographic map and have
 NV0410.an estimated accuracy of +/- 6 seconds.
 NV0410
 NV0410.The orthometric height was determined by differential leveling
 NV0410.and adjusted by the National Geodetic Survey in June 1991..
 NV0410
 NV0410.The geoid height was determined by GEOID03.
 NV0410
 NV0410.The dynamic height is computed by dividing the NAVD 88
 NV0410.geopotential number by the normal gravity value computed on the
 NV0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0410.degrees latitude (g = 980.6199 gals.).
 NV0410
 NV0410.The modeled gravity was interpolated from observed gravity values.
 NV0410
 NV0410;                    North         East    Units  Estimated Accuracy
 NV0410;SPC ID C     -   122,350.      427,220.      MT  (+/- 180 meters Scaled)
 NV0410
 NV0410                          SUPERSEDED SURVEY CONTROL
 NV0410
 NV0410  NGVD 29 (??/??/92)  880.987  (m)         2890.37   (f) ADJ UNCH    2 0
 NV0410
 NV0410.Superseded values are not recommended for survey control.
 NV0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0410.See file dsdata.txt to determine how the superseded data were derived.
 NV0410
 NV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH727368(NAD 83)
 NV0410_MARKER: DB = BENCH MARK DISK
 NV0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0410_SP_SET: ABUTMENT
 NV0410_STAMPING: K 299 1945
 NV0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0410
 NV0410  HISTORY     - Date     Condition        Report By
 NV0410  HISTORY     - 1945     MONUMENTED       CGS
 NV0410
 NV0410                          STATION DESCRIPTION
 NV0410
 NV0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0410'3.9 MI S FROM HAGERMAN.
 NV0410'3.9 MILES SOUTH OF POST OFFICE BY HIGHWAY.  ALONG HIGHWAY U.S. 30. ON
 NV0410'TOP OF THE EAST WINGWALL OF THE NORTH ABUTMENT OF THE OWSLEY BRIDGE,
 NV0410'OVER THE SNAKE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0021 ***********************************************************************
 NU0021  DESIGNATION -  K 3
 NU0021  PID         -  NU0021
 NU0021  STATE/COUNTY-  ID/BANNOCK
 NU0021  USGS QUAD   -  INKOM (1971)
 NU0021
 NU0021                         *CURRENT SURVEY CONTROL
 NU0021  ___________________________________________________________________
 NU0021* NAD 83(1986)-  42 47 30.     (N)    112 15 07.     (W)     SCALED    
 NU0021* NAVD 88     -      1380.011  (meters)    4527.59   (feet)  ADJUSTED  
 NU0021  ___________________________________________________________________
 NU0021  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 NU0021  DYNAMIC HT  -        1379.208 (meters)    4524.95  (feet)  COMP
 NU0021  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 NU0021
 NU0021  VERT ORDER  -  FIRST     CLASS II
 NU0021
 NU0021.The horizontal coordinates were scaled from a topographic map and have
 NU0021.an estimated accuracy of +/- 6 seconds.
 NU0021
 NU0021.The orthometric height was determined by differential leveling
 NU0021.and adjusted by the National Geodetic Survey in June 1991..
 NU0021
 NU0021.The geoid height was determined by GEOID03.
 NU0021
 NU0021.The dynamic height is computed by dividing the NAVD 88
 NU0021.geopotential number by the normal gravity value computed on the
 NU0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0021.degrees latitude (g = 980.6199 gals.).
 NU0021
 NU0021.The modeled gravity was interpolated from observed gravity values.
 NU0021
 NU0021;                    North         East    Units  Estimated Accuracy
 NU0021;SPC ID E     -   124,960.      193,020.      MT  (+/- 180 meters Scaled)
 NU0021
 NU0021                          SUPERSEDED SURVEY CONTROL
 NU0021
 NU0021  NGVD 29 (??/??/92) 1379.044  (m)         4524.41   (f) ADJ UNCH    1 2
 NU0021
 NU0021.Superseded values are not recommended for survey control.
 NU0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0021.See file dsdata.txt to determine how the superseded data were derived.
 NU0021
 NU0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN976384(NAD 83)
 NU0021_MARKER: R = RIVET
 NU0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0021_SP_SET: BRIDGE
 NU0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0021
 NU0021  HISTORY     - Date     Condition        Report By
 NU0021  HISTORY     - UNK      MONUMENTED       CGS
 NU0021  HISTORY     - 1967     GOOD             NGS
 NU0021
 NU0021                          STATION DESCRIPTION
 NU0021
 NU0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0021'11.75 MI SE FROM POCATELLO.
 NU0021'11.75 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NU0021'STATION AT POCATELLO, THE EXTREME SOUTHWEST RIVET IN THE GUSSETT PLATE
 NU0021'AT THE WEST END OF STEEL BRIDGE 202.34 OVER PORTNEUF RIVER, 3.1 FEET
 NU0021'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND ABOUT 1/2 FOOT LOWER
 NU0021'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0352 ***********************************************************************
 RA0352  DESIGNATION -  K 300
 RA0352  PID         -  RA0352
 RA0352  STATE/COUNTY-  ID/IDAHO
 RA0352  USGS QUAD   -  OLD TIMER MOUNTAIN (1990)
 RA0352
 RA0352                         *CURRENT SURVEY CONTROL
 RA0352  ___________________________________________________________________
 RA0352* NAD 83(1986)-  45 29 51.     (N)    116 33 09.     (W)     SCALED    
 RA0352* NAVD 88     -       380.280  (meters)    1247.64   (feet)  ADJUSTED  
 RA0352  ___________________________________________________________________
 RA0352  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 RA0352  DYNAMIC HT  -         380.106 (meters)    1247.06  (feet)  COMP
 RA0352  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 RA0352
 RA0352  VERT ORDER  -  SECOND    CLASS 0
 RA0352
 RA0352.The horizontal coordinates were scaled from a topographic map and have
 RA0352.an estimated accuracy of +/- 6 seconds.
 RA0352
 RA0352.The orthometric height was determined by differential leveling
 RA0352.and adjusted by the National Geodetic Survey in June 1991..
 RA0352
 RA0352.The geoid height was determined by GEOID03.
 RA0352
 RA0352.The dynamic height is computed by dividing the NAVD 88
 RA0352.geopotential number by the normal gravity value computed on the
 RA0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0352.degrees latitude (g = 980.6199 gals.).
 RA0352
 RA0352.The modeled gravity was interpolated from observed gravity values.
 RA0352
 RA0352;                    North         East    Units  Estimated Accuracy
 RA0352;SPC ID W     -   425,910.      737,280.      MT  (+/- 180 meters Scaled)
 RA0352
 RA0352                          SUPERSEDED SURVEY CONTROL
 RA0352
 RA0352  NGVD 29 (??/??/92)  379.108  (m)         1243.79   (f) ADJ UNCH    2 0
 RA0352
 RA0352.Superseded values are not recommended for survey control.
 RA0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0352.See file dsdata.txt to determine how the superseded data were derived.
 RA0352
 RA0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL349383(NAD 83)
 RA0352_MARKER: DB = BENCH MARK DISK
 RA0352_SETTING: 80 = SET IN A BOULDER
 RA0352_SP_SET: BOULDER
 RA0352_STAMPING: K 300 1945
 RA0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0352+STABILITY: SURFACE MOTION
 RA0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RA0352+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 RA0352
 RA0352  HISTORY     - Date     Condition        Report By
 RA0352  HISTORY     - 1945     MONUMENTED       CGS
 RA0352  HISTORY     - 1946     GOOD             NGS
 RA0352  HISTORY     - 20030923 GOOD             JUBENG
 RA0352
 RA0352                          STATION DESCRIPTION
 RA0352
 RA0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 RA0352'11.65 MI S FROM PITTSBURG LANDING.
 RA0352'ALONG THE EAST BANK OF THE SNAKE RIVER, 11.65 MILES SOUTH OF THE BOAT
 RA0352'LANDING AT PITTSBURG LANDING, AT THE NORTH END OF A GROVE OF PINE
 RA0352'TREES WHICH ARE NEAR THE NORTH END OF A BAR, DIRECTLY ACROSS THE RIVER
 RA0352'FROM A LONE PINE TREE, 33.8 FEET EAST OF THE EAST BANK OF THE RIVER,
 RA0352'SET IN A 6X12-FOOT BOULDER ABOUT 4 FEET ABOVE THE GROUND, LARGE B M
 RA0352'PAINTED ON BOULDER.
 RA0352
 RA0352                          STATION RECOVERY (2003)
 RA0352
 RA0352'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2003 (TRR)
 RA0352'MARK REACHED VIA JET BOAT LAUNCHED AT PITTSBURGH LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0388 ***********************************************************************
 OH0388  DESIGNATION -  K 300
 OH0388  PID         -  OH0388
 OH0388  STATE/COUNTY-  ID/OWYHEE
 OH0388  USGS QUAD   -  WALTERS BUTTE (1992)
 OH0388
 OH0388                         *CURRENT SURVEY CONTROL
 OH0388  ___________________________________________________________________
 OH0388* NAD 83(1986)-  43 17 01.     (N)    116 33 05.     (W)     SCALED    
 OH0388* NAVD 88     -       728.517  (meters)    2390.14   (feet)  ADJUSTED  
 OH0388  ___________________________________________________________________
 OH0388  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 OH0388  DYNAMIC HT  -         728.232 (meters)    2389.21  (feet)  COMP
 OH0388  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 OH0388
 OH0388  VERT ORDER  -  SECOND    CLASS 0
 OH0388
 OH0388.The horizontal coordinates were scaled from a topographic map and have
 OH0388.an estimated accuracy of +/- 6 seconds.
 OH0388
 OH0388.The orthometric height was determined by differential leveling
 OH0388.and adjusted by the National Geodetic Survey in June 1991..
 OH0388
 OH0388.The geoid height was determined by GEOID03.
 OH0388
 OH0388.The dynamic height is computed by dividing the NAVD 88
 OH0388.geopotential number by the normal gravity value computed on the
 OH0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0388.degrees latitude (g = 980.6199 gals.).
 OH0388
 OH0388.The modeled gravity was interpolated from observed gravity values.
 OH0388
 OH0388;                    North         East    Units  Estimated Accuracy
 OH0388;SPC ID W     -   179,910.      734,960.      MT  (+/- 180 meters Scaled)
 OH0388
 OH0388                          SUPERSEDED SURVEY CONTROL
 OH0388
 OH0388  NGVD 29 (??/??/92)  727.593  (m)         2387.11   (f) ADJ UNCH    2 0
 OH0388
 OH0388.Superseded values are not recommended for survey control.
 OH0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0388.See file dsdata.txt to determine how the superseded data were derived.
 OH0388
 OH0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH363924(NAD 83)
 OH0388_MARKER: DB = BENCH MARK DISK
 OH0388_SETTING: 80 = SET IN A BOULDER
 OH0388_SP_SET: BOULDER
 OH0388_STAMPING: K 300 1942
 OH0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0388+STABILITY: SURFACE MOTION
 OH0388
 OH0388  HISTORY     - Date     Condition        Report By
 OH0388  HISTORY     - 1945     MONUMENTED       CGS
 OH0388  HISTORY     - 1965     GOOD             NGS
 OH0388
 OH0388                          STATION DESCRIPTION
 OH0388
 OH0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 OH0388'5.1 MI N FROM MURPHY.
 OH0388'5.1 MILES NORTH OF STATION AT MURPHY BY RAIL ALONG THE OREGON SHORT
 OH0388'LINE RAILROAD.  5.1 MILES NORTH OF STATION AT MURPHY.  0.2 MILE NORTH
 OH0388'OF MILEPOST 25.  ABOUT STRAIGHT EAST OF A SMALL HOUSE IN A GROUP OF 7
 OH0388'POPLAR TREES.  AT THE WEST BASE OF A BARE KNOLL.  380 FEET SOUTH OF
 OH0388'RAILROAD TRESTLE 24.73.  50 FEET WEST OF EAST RIGHT-OF-WAY FENCE.  39
 OH0388'FEET EAST OF EAST RAIL OF TRACK.  5 FEET EAST OF A DITCH PARALLELING
 OH0388'RAILROAD TRACKS.  SET IN THE TOP OF A 3 FOOT BOULDER EMBEDDED IN THE
 OH0388'EAST EMBANKMENT OF THE DITCH.  4.5 FEET BELOW RAILROAD.
 OH0388
 OH0388                          STATION RECOVERY (1965)
 OH0388
 OH0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OH0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0437 ***********************************************************************
 QB0437  DESIGNATION -  K 301
 QB0437  PID         -  QB0437
 QB0437  STATE/COUNTY-  ID/ADAMS
 QB0437  USGS QUAD   -  PECK MOUNTAIN (1986)
 QB0437
 QB0437                         *CURRENT SURVEY CONTROL
 QB0437  ___________________________________________________________________
 QB0437* NAD 83(1986)-  44 49 37.     (N)    116 35 08.     (W)     SCALED    
 QB0437* NAVD 88     -      1101.677  (meters)    3614.42   (feet)  ADJUSTED  
 QB0437  ___________________________________________________________________
 QB0437  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 QB0437  DYNAMIC HT  -        1101.324 (meters)    3613.26  (feet)  COMP
 QB0437  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 QB0437
 QB0437  VERT ORDER  -  SECOND    CLASS 0
 QB0437
 QB0437.The horizontal coordinates were scaled from a topographic map and have
 QB0437.an estimated accuracy of +/- 6 seconds.
 QB0437
 QB0437.The orthometric height was determined by differential leveling
 QB0437.and adjusted by the National Geodetic Survey in June 1991..
 QB0437
 QB0437.The geoid height was determined by GEOID03.
 QB0437
 QB0437.The dynamic height is computed by dividing the NAVD 88
 QB0437.geopotential number by the normal gravity value computed on the
 QB0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0437.degrees latitude (g = 980.6199 gals.).
 QB0437
 QB0437.The modeled gravity was interpolated from observed gravity values.
 QB0437
 QB0437;                    North         East    Units  Estimated Accuracy
 QB0437;SPC ID W     -   351,420.      733,930.      MT  (+/- 180 meters Scaled)
 QB0437
 QB0437                          SUPERSEDED SURVEY CONTROL
 QB0437
 QB0437  NGVD 29 (??/??/92) 1100.632  (m)         3610.99   (f) ADJ UNCH    2 0
 QB0437
 QB0437.Superseded values are not recommended for survey control.
 QB0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0437.See file dsdata.txt to determine how the superseded data were derived.
 QB0437
 QB0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK327638(NAD 83)
 QB0437_MARKER: DB = BENCH MARK DISK
 QB0437_SETTING: 66 = SET IN ROCK OUTCROP
 QB0437_SP_SET: OUTCROP
 QB0437_STAMPING: K 301 1945
 QB0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0437+STABILITY: POSITION/ELEVATION WELL
 QB0437
 QB0437  HISTORY     - Date     Condition        Report By
 QB0437  HISTORY     - 1945     MONUMENTED       CGS
 QB0437  HISTORY     - 1946     GOOD             NGS
 QB0437
 QB0437                          STATION DESCRIPTION
 QB0437
 QB0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 QB0437'11.0 MI NW FROM FRUITVALE.
 QB0437'ABOUT 11.0 MILES NORTHWEST ALONG THE FRUITVALE-HOMESTEAD HIGHWAY FROM
 QB0437'THE POST OFFICE AT FRUITVALE, 0.8 MILE NORTHWEST OF A SCHOOL, ABOUT
 QB0437'500 FEET NORTH OF THE THOMAS RANCHHOUSE, 90 FEET NORTHWEST OF A
 QB0437'DRIVEWAY LOADING TO THE RANCHHOUSE, 15 FEET NORTH OF THE CENTER LINE
 QB0437'OF THE ROAD, ABOUT 4 FEET ABOVE THE ROAD LEVEL, AND SET IN THE TOP OF
 QB0437'A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0366 ***********************************************************************
 RA0366  DESIGNATION -  K 302
 RA0366  PID         -  RA0366
 RA0366  STATE/COUNTY-  ID/ADAMS
 RA0366  USGS QUAD   -  CUPRUM (1990)
 RA0366
 RA0366                         *CURRENT SURVEY CONTROL
 RA0366  ___________________________________________________________________
 RA0366* NAD 83(1986)-  45 04 11.     (N)    116 43 54.     (W)     SCALED    
 RA0366* NAVD 88     -      1239.628  (meters)    4067.01   (feet)  ADJUSTED  
 RA0366  ___________________________________________________________________
 RA0366  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RA0366  DYNAMIC HT  -        1239.228 (meters)    4065.70  (feet)  COMP
 RA0366  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 RA0366
 RA0366  VERT ORDER  -  SECOND    CLASS 0
 RA0366
 RA0366.The horizontal coordinates were scaled from a topographic map and have
 RA0366.an estimated accuracy of +/- 6 seconds.
 RA0366
 RA0366.The orthometric height was determined by differential leveling
 RA0366.and adjusted by the National Geodetic Survey in June 1991..
 RA0366
 RA0366.The geoid height was determined by GEOID03.
 RA0366
 RA0366.The dynamic height is computed by dividing the NAVD 88
 RA0366.geopotential number by the normal gravity value computed on the
 RA0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0366.degrees latitude (g = 980.6199 gals.).
 RA0366
 RA0366.The modeled gravity was interpolated from observed gravity values.
 RA0366
 RA0366;                    North         East    Units  Estimated Accuracy
 RA0366;SPC ID W     -   378,520.      722,700.      MT  (+/- 180 meters Scaled)
 RA0366
 RA0366                          SUPERSEDED SURVEY CONTROL
 RA0366
 RA0366  NGVD 29 (??/??/92) 1238.533  (m)         4063.42   (f) ADJ UNCH    2 0
 RA0366
 RA0366.Superseded values are not recommended for survey control.
 RA0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0366.See file dsdata.txt to determine how the superseded data were derived.
 RA0366
 RA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK211907(NAD 83)
 RA0366_MARKER: DB = BENCH MARK DISK
 RA0366_SETTING: 80 = SET IN A BOULDER
 RA0366_SP_SET: BOULDER
 RA0366_STAMPING: K 302 1945
 RA0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0366+STABILITY: SURFACE MOTION
 RA0366
 RA0366  HISTORY     - Date     Condition        Report By
 RA0366  HISTORY     - 1945     MONUMENTED       CGS
 RA0366
 RA0366                          STATION DESCRIPTION
 RA0366
 RA0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0366'36.3 MI NW FROM FRUITVALE.
 RA0366'36.3 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 RA0366'IDAHO TO HOMESTEAD, OREGON ROAD.  8.9 MILES NORTHEAST OF THE POST
 RA0366'OFFICE AT HOMESTEAD.  1.0 MILE WEST OF THE GEORGE SEROPULOUS RANCH. 15
 RA0366'FEET NORTHWEST OF THE CENTER-LINE OF THE ROAD.  SET IN A LARGE BOULDER
 RA0366'ABOUT 4 FEET ABOVE THE ROAD AND ABOUT 2 FEET ABOVE THE GROUND. A WHITE
 RA0366'BM PAINTED ON THE FACE OF THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0260 ***********************************************************************
 QZ0260  DESIGNATION -  K 303
 QZ0260  PID         -  QZ0260
 QZ0260  STATE/COUNTY-  ID/IDAHO
 QZ0260  USGS QUAD   -  ELK CITY (1995)
 QZ0260
 QZ0260                         *CURRENT SURVEY CONTROL
 QZ0260  ___________________________________________________________________
 QZ0260* NAD 83(1986)-  45 47 58.     (N)    115 24 32.     (W)     SCALED    
 QZ0260* NAVD 88     -      1310.506  (meters)    4299.55   (feet)  ADJUSTED  
 QZ0260  ___________________________________________________________________
 QZ0260  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 QZ0260  DYNAMIC HT  -        1310.107 (meters)    4298.24  (feet)  COMP
 QZ0260  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 QZ0260
 QZ0260  VERT ORDER  -  FIRST     CLASS II
 QZ0260
 QZ0260.The horizontal coordinates were scaled from a topographic map and have
 QZ0260.an estimated accuracy of +/- 6 seconds.
 QZ0260
 QZ0260.The orthometric height was determined by differential leveling
 QZ0260.and adjusted by the National Geodetic Survey in June 1991..
 QZ0260
 QZ0260.The geoid height was determined by GEOID03.
 QZ0260
 QZ0260.The dynamic height is computed by dividing the NAVD 88
 QZ0260.geopotential number by the normal gravity value computed on the
 QZ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0260.degrees latitude (g = 980.6199 gals.).
 QZ0260
 QZ0260.The modeled gravity was interpolated from observed gravity values.
 QZ0260
 QZ0260;                    North         East    Units  Estimated Accuracy
 QZ0260;SPC ID W     -   459,210.      826,520.      MT  (+/- 180 meters Scaled)
 QZ0260
 QZ0260                          SUPERSEDED SURVEY CONTROL
 QZ0260
 QZ0260  NGVD 29 (??/??/92) 1309.395  (m)         4295.91   (f) ADJ UNCH    1 2
 QZ0260
 QZ0260.Superseded values are not recommended for survey control.
 QZ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0260.See file dsdata.txt to determine how the superseded data were derived.
 QZ0260
 QZ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL236729(NAD 83)
 QZ0260_MARKER: DB = BENCH MARK DISK
 QZ0260_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0260_SP_SET: ROCK OUTCROP
 QZ0260_STAMPING: K 303 1945
 QZ0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0260+STABILITY: POSITION/ELEVATION WELL
 QZ0260
 QZ0260  HISTORY     - Date     Condition        Report By
 QZ0260  HISTORY     - 1945     MONUMENTED       CGS
 QZ0260
 QZ0260                          STATION DESCRIPTION
 QZ0260
 QZ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0260'3.3 MI SE FROM ELK CITY.
 QZ0260'3.3 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE RED RIVER
 QZ0260'RANGER STATION ROAD.  ON THE OUTSIDE OF A CURVE.  ACROSS THE ROAD FROM
 QZ0260'A ROCK CUT.  29.8 FEET SOUTHEAST OF A 3 FOOT PINE TREE.  25.3 FEET
 QZ0260'WEST OF THE CENTER-LINE OF THE ROAD.  ON TOP OF A LARGE ROCK OUTCROP.
 QZ0260'4 FEET BELOW THE ROAD.  A STANDARD BRONZE DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0306 ***********************************************************************
 QZ0306  DESIGNATION -  K 304
 QZ0306  PID         -  QZ0306
 QZ0306  STATE/COUNTY-  ID/IDAHO
 QZ0306  USGS QUAD   -  WHITEWATER RANCH (1987)
 QZ0306
 QZ0306                         *CURRENT SURVEY CONTROL
 QZ0306  ___________________________________________________________________
 QZ0306* NAD 83(1986)-  45 34 13.     (N)    115 19 27.     (W)     SCALED    
 QZ0306* NAVD 88     -      1541.030  (meters)    5055.86   (feet)  ADJUSTED  
 QZ0306  ___________________________________________________________________
 QZ0306  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 QZ0306  DYNAMIC HT  -        1540.339 (meters)    5053.60  (feet)  COMP
 QZ0306  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 QZ0306
 QZ0306  VERT ORDER  -  SECOND    CLASS 0
 QZ0306
 QZ0306.The horizontal coordinates were scaled from a topographic map and have
 QZ0306.an estimated accuracy of +/- 6 seconds.
 QZ0306
 QZ0306.The orthometric height was determined by differential leveling
 QZ0306.and adjusted by the National Geodetic Survey in June 1991..
 QZ0306
 QZ0306.The geoid height was determined by GEOID03.
 QZ0306
 QZ0306.The dynamic height is computed by dividing the NAVD 88
 QZ0306.geopotential number by the normal gravity value computed on the
 QZ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0306.degrees latitude (g = 980.6199 gals.).
 QZ0306
 QZ0306.The modeled gravity was interpolated from observed gravity values.
 QZ0306
 QZ0306;                    North         East    Units  Estimated Accuracy
 QZ0306;SPC ID W     -   433,770.      833,240.      MT  (+/- 180 meters Scaled)
 QZ0306
 QZ0306                          SUPERSEDED SURVEY CONTROL
 QZ0306
 QZ0306  NGVD 29 (??/??/92) 1539.777  (m)         5051.75   (f) ADJ UNCH    2 0
 QZ0306
 QZ0306.Superseded values are not recommended for survey control.
 QZ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0306.See file dsdata.txt to determine how the superseded data were derived.
 QZ0306
 QZ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL307476(NAD 83)
 QZ0306_MARKER: DB = BENCH MARK DISK
 QZ0306_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0306_SP_SET: GRANITE OUTCROP
 QZ0306_STAMPING: K 304 1945
 QZ0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0306+STABILITY: POSITION/ELEVATION WELL
 QZ0306
 QZ0306  HISTORY     - Date     Condition        Report By
 QZ0306  HISTORY     - 1945     MONUMENTED       CGS
 QZ0306  HISTORY     - 1972     MARK NOT FOUND   USGS
 QZ0306
 QZ0306                          STATION DESCRIPTION
 QZ0306
 QZ0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0306'26.6 MI SE FROM ELK CITY.
 QZ0306'26.6 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE DALE RANCH
 QZ0306'ROAD.  14.6 MILES SOUTHEAST OF THE RED RIVER RANGER STATION. 9.1 MILES
 QZ0306'SOUTH OF JACKS CREEK SUMMIT.  AT THE WOODEN BRIDGE OVER NOBLE CREEK.
 QZ0306'28 FEET EAST OF AND ACROSS THE ROAD FROM A 1 FOOT TRIANGULAR BLAZE ON
 QZ0306'A 24 INCH TREE.  17 FEET SOUTH OF THE SOUTH CORNER POST OF THE WOODEN
 QZ0306'BRIDGE OVER NOBLE CREEK.  17 FEET EAST OF THE CENTER-LINE OF THE ROAD.
 QZ0306'ON TOP OF A GRANITE OUTCROP ABOUT FLUSH WITH THE GROUND. 3 FEET BELOW
 QZ0306'THE LEVEL OF THE ROAD.  A STANDARD BRONZE DISK SET IN A DRILL HOLE.
 QZ0306
 QZ0306                          STATION RECOVERY (1972)
 QZ0306
 QZ0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QZ0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0080 ***********************************************************************
 TO0080  DESIGNATION -  K 305
 TO0080  PID         -  TO0080
 TO0080  STATE/COUNTY-  ID/BOUNDARY
 TO0080  USGS QUAD   -  HALL MOUNTAIN (1996)
 TO0080
 TO0080                         *CURRENT SURVEY CONTROL
 TO0080  ___________________________________________________________________
 TO0080* NAD 83(1986)-  48 54 34.     (N)    116 21 07.     (W)     SCALED    
 TO0080* NAVD 88     -       759.198  (meters)    2490.80   (feet)  ADJUSTED  
 TO0080  ___________________________________________________________________
 TO0080  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 TO0080  DYNAMIC HT  -         759.275 (meters)    2491.05  (feet)  COMP
 TO0080  MODELED GRAV-     980,688.0   (mgal)                       NAVD 88
 TO0080
 TO0080  VERT ORDER  -  FIRST     CLASS II
 TO0080
 TO0080.The horizontal coordinates were scaled from a topographic map and have
 TO0080.an estimated accuracy of +/- 6 seconds.
 TO0080
 TO0080.The orthometric height was determined by differential leveling
 TO0080.and adjusted by the National Geodetic Survey in June 1991..
 TO0080
 TO0080.The geoid height was determined by GEOID03.
 TO0080
 TO0080.The dynamic height is computed by dividing the NAVD 88
 TO0080.geopotential number by the normal gravity value computed on the
 TO0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0080.degrees latitude (g = 980.6199 gals.).
 TO0080
 TO0080.The modeled gravity was interpolated from observed gravity values.
 TO0080
 TO0080;                    North         East    Units  Estimated Accuracy
 TO0080;SPC ID W     -   805,070.      755,880.      MT  (+/- 180 meters Scaled)
 TO0080
 TO0080                          SUPERSEDED SURVEY CONTROL
 TO0080
 TO0080  NGVD 29 (??/??/92)  757.985  (m)         2486.82   (f) ADJ UNCH    1 2
 TO0080
 TO0080.Superseded values are not recommended for survey control.
 TO0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0080.See file dsdata.txt to determine how the superseded data were derived.
 TO0080
 TO0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ474175(NAD 83)
 TO0080_MARKER: DB = BENCH MARK DISK
 TO0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0080_STAMPING: K 305 1946
 TO0080_PROJECTION: PROJECTING 8 CENTIMETERS
 TO0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0080+STABILITY: SURFACE MOTION
 TO0080
 TO0080  HISTORY     - Date     Condition        Report By
 TO0080  HISTORY     - 1946     MONUMENTED       CGS
 TO0080  HISTORY     - 1980     GOOD             NGS
 TO0080
 TO0080                          STATION DESCRIPTION
 TO0080
 TO0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TO0080'10.2 MI SW FROM ADDIE.
 TO0080'10.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 TO0080'ADDIE, 1.3 MILES NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 1 AND U.
 TO0080'S. HIGHWAY 95, 0.2 MILE NORTH OF THE ENTRANCE TO KANIKSU NATIONAL
 TO0080'FOREST, 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 19.3 FEET WEST
 TO0080'OF POWER LINE POLE 24, 2.0 FEET NORTH OF A WITNESS POST, AND SET IN
 TO0080'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 TO0080
 TO0080                          STATION RECOVERY (1980)
 TO0080
 TO0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0080'18.0 KILOMETERS (11.1 MILES) SOUTH ALONG STATE HIGHWAY 1 FROM THE U.S.
 TO0080'CUSTOMS STATION IN PORTHILL, THENCE 2.1 KILOMETERS (1.3 MILES)
 TO0080'NORTHEAST ALONG U.S. HIGHWAY 95, 21.1 METERS (69.0 FEET) NORTHWEST OF
 TO0080'THE EXTENDED CENTERLINE OF BRUSH HILL ROAD, 18.7 METERS (51.0 FEET)
 TO0080'WEST OF THE CENTERLINE OF THE HIGHWAY, 5.9 METERS (19.3 FEET) WEST
 TO0080'OF POWER LINE POLE NUMBER 24,
 TO0080'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 TO0080'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0341 ***********************************************************************
 NV0341  DESIGNATION -  K 306
 NV0341  PID         -  NV0341
 NV0341  STATE/COUNTY-  ID/GOODING
 NV0341  USGS QUAD   -  THOUSAND SPRINGS (1992)
 NV0341
 NV0341                         *CURRENT SURVEY CONTROL
 NV0341  ___________________________________________________________________
 NV0341* NAD 83(1986)-  42 43 31.     (N)    114 47 42.     (W)     SCALED    
 NV0341* NAVD 88     -       992.461  (meters)    3256.10   (feet)  ADJUSTED  
 NV0341  ___________________________________________________________________
 NV0341  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 NV0341  DYNAMIC HT  -         991.969 (meters)    3254.49  (feet)  COMP
 NV0341  MODELED GRAV-     980,092.2   (mgal)                       NAVD 88
 NV0341
 NV0341  VERT ORDER  -  SECOND    CLASS 0
 NV0341
 NV0341.The horizontal coordinates were scaled from a topographic map and have
 NV0341.an estimated accuracy of +/- 6 seconds.
 NV0341
 NV0341.The orthometric height was determined by differential leveling
 NV0341.and adjusted by the National Geodetic Survey in June 1991..
 NV0341
 NV0341.The geoid height was determined by GEOID03.
 NV0341
 NV0341.The dynamic height is computed by dividing the NAVD 88
 NV0341.geopotential number by the normal gravity value computed on the
 NV0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0341.degrees latitude (g = 980.6199 gals.).
 NV0341
 NV0341.The modeled gravity was interpolated from observed gravity values.
 NV0341
 NV0341;                    North         East    Units  Estimated Accuracy
 NV0341;SPC ID C     -   117,890.      434,890.      MT  (+/- 180 meters Scaled)
 NV0341
 NV0341                          SUPERSEDED SURVEY CONTROL
 NV0341
 NV0341  NGVD 29 (??/??/92)  991.615  (m)         3253.32   (f) ADJ UNCH    2 0
 NV0341
 NV0341.Superseded values are not recommended for survey control.
 NV0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0341.See file dsdata.txt to determine how the superseded data were derived.
 NV0341
 NV0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH805326(NAD 83)
 NV0341_MARKER: DB = BENCH MARK DISK
 NV0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0341_SP_SET: CULVERT
 NV0341_STAMPING: K 306 1946
 NV0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0341
 NV0341  HISTORY     - Date     Condition        Report By
 NV0341  HISTORY     - 1946     MONUMENTED       CGS
 NV0341
 NV0341                          STATION DESCRIPTION
 NV0341
 NV0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0341'10.15 MI SE FROM HAGERMAN.
 NV0341'TO REACH FROM POST OFFICE AT HAGERMAN FOLLOW U.S. HIGHWAY 30 SOUTH 2.8
 NV0341'MILES TO GRAVELED ROAD LEADING EAST, GO EAST 0.5 MILE TO CROSSROAD,
 NV0341'TURN SOUTH AND GO 1 MILE TO FORKS IN ROAD, TAKE EAST FORK AND GO EAST
 NV0341'0.85 MILE THEN SOUTH 0.6 MILE THEN EAST 1.2 MILE THEN SOUTH 1.3 MILE
 NV0341'TO CROSSROAD, TURN EAST AND GO 1.9 MILE TO CULVERT UNDER ROAD, MARK IS
 NV0341'SET IN NORTH HEADWALL OF CULVERT, 13 FEET NORTH OF CENTER LINE OF
 NV0341'ROAD, 3.8 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0363 ***********************************************************************
 NV0363  DESIGNATION -  K 307
 NV0363  PID         -  NV0363
 NV0363  STATE/COUNTY-  ID/JEROME
 NV0363  USGS QUAD   -  JEROME (1982)
 NV0363
 NV0363                         *CURRENT SURVEY CONTROL
 NV0363  ___________________________________________________________________
 NV0363* NAD 83(1986)-  42 38 39.     (N)    114 32 52.     (W)     SCALED    
 NV0363* NAVD 88     -      1082.526  (meters)    3551.59   (feet)  ADJUSTED  
 NV0363  ___________________________________________________________________
 NV0363  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 NV0363  DYNAMIC HT  -        1081.960 (meters)    3549.73  (feet)  COMP
 NV0363  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 NV0363
 NV0363  VERT ORDER  -  SECOND    CLASS 0
 NV0363
 NV0363.The horizontal coordinates were scaled from a topographic map and have
 NV0363.an estimated accuracy of +/- 6 seconds.
 NV0363
 NV0363.The orthometric height was determined by differential leveling
 NV0363.and adjusted by the National Geodetic Survey in June 1991..
 NV0363
 NV0363.The geoid height was determined by GEOID03.
 NV0363
 NV0363.The dynamic height is computed by dividing the NAVD 88
 NV0363.geopotential number by the normal gravity value computed on the
 NV0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0363.degrees latitude (g = 980.6199 gals.).
 NV0363
 NV0363.The modeled gravity was interpolated from observed gravity values.
 NV0363
 NV0363;                    North         East    Units  Estimated Accuracy
 NV0363;SPC ID C     -   108,720.      455,080.      MT  (+/- 180 meters Scaled)
 NV0363
 NV0363                          SUPERSEDED SURVEY CONTROL
 NV0363
 NV0363  NGVD 29 (??/??/92) 1081.650  (m)         3548.71   (f) ADJ UNCH    2 0
 NV0363
 NV0363.Superseded values are not recommended for survey control.
 NV0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0363.See file dsdata.txt to determine how the superseded data were derived.
 NV0363
 NV0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH010242(NAD 83)
 NV0363_MARKER: DB = BENCH MARK DISK
 NV0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0363_STAMPING: K 307 1946
 NV0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0363+STABILITY: SURFACE MOTION
 NV0363
 NV0363  HISTORY     - Date     Condition        Report By
 NV0363  HISTORY     - 1946     MONUMENTED       CGS
 NV0363  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0363
 NV0363                          STATION DESCRIPTION
 NV0363
 NV0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0363'7.0 MI SW FROM JEROME.
 NV0363'TO REACH FROM POST OFFICE AT JEROME FOLLOW U.S. HIGHWAY 93 SOUTH 5
 NV0363'MILE TO CROSSROAD, TURN WEST AND GO 1 MILE TO CROSSROAD, TURN SOUTH
 NV0363'AND GO 0.5 MILE TO SIDE ROAD LEADING WEST, GO WEST 0.5 MILE TO CULVERT
 NV0363'UNDER ROAD, MARK IS SET IN CONCRETE POST 19 FEET SOUTH OF CENTER LINE
 NV0363'OF ROAD, 53 FEET EAST OF SOUTH END OF CULVERT, 34 FEET EAST OF CENTER
 NV0363'LINE OF DRIVEWAY INTO FIELD, 2.6 FEET WEST OF WITNESS POST.
 NV0363
 NV0363                          STATION RECOVERY (1978)
 NV0363
 NV0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0129 ***********************************************************************
 RA0129  DESIGNATION -  K 309
 RA0129  PID         -  RA0129
 RA0129  STATE/COUNTY-  ID/IDAHO
 RA0129  USGS QUAD   -  FENN (1963)
 RA0129
 RA0129                         *CURRENT SURVEY CONTROL
 RA0129  ___________________________________________________________________
 RA0129* NAD 83(1986)-  45 53 17.     (N)    116 19 33.     (W)     SCALED    
 RA0129* NAVD 88     -       412.880  (meters)    1354.59   (feet)  ADJUSTED  
 RA0129  ___________________________________________________________________
 RA0129  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 RA0129  DYNAMIC HT  -         412.807 (meters)    1354.35  (feet)  COMP
 RA0129  MODELED GRAV-     980,428.7   (mgal)                       NAVD 88
 RA0129
 RA0129  VERT ORDER  -  SECOND    CLASS 0
 RA0129
 RA0129.The horizontal coordinates were scaled from a topographic map and have
 RA0129.an estimated accuracy of +/- 6 seconds.
 RA0129
 RA0129.The orthometric height was determined by differential leveling
 RA0129.and adjusted by the National Geodetic Survey in June 1991..
 RA0129
 RA0129.The geoid height was determined by GEOID03.
 RA0129
 RA0129.The dynamic height is computed by dividing the NAVD 88
 RA0129.geopotential number by the normal gravity value computed on the
 RA0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0129.degrees latitude (g = 980.6199 gals.).
 RA0129
 RA0129.The modeled gravity was interpolated from observed gravity values.
 RA0129
 RA0129;                    North         East    Units  Estimated Accuracy
 RA0129;SPC ID W     -   469,160.      755,310.      MT  (+/- 180 meters Scaled)
 RA0129
 RA0129                          SUPERSEDED SURVEY CONTROL
 RA0129
 RA0129  NGVD 29 (??/??/92)  411.793  (m)         1351.02   (f) ADJ UNCH    2 0
 RA0129
 RA0129.Superseded values are not recommended for survey control.
 RA0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0129.See file dsdata.txt to determine how the superseded data were derived.
 RA0129
 RA0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL523818(NAD 83)
 RA0129_MARKER: DB = BENCH MARK DISK
 RA0129_SETTING: 80 = SET IN A BOULDER
 RA0129_SP_SET: BOULDER
 RA0129_STAMPING: K 309 1945
 RA0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0129+STABILITY: SURFACE MOTION
 RA0129
 RA0129  HISTORY     - Date     Condition        Report By
 RA0129  HISTORY     - 1945     MONUMENTED       CGS
 RA0129
 RA0129                          STATION DESCRIPTION
 RA0129
 RA0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0129'5.2 MI SE FROM RICE CREEK.
 RA0129'ALONG INCOMPLETE ROAD BED, 5.2 MILES SOUTHEAST (UPSTREAM) OF RICE
 RA0129'CREEK BRIDGE OVER SALMON RIVER, AT MOUTH OF ROCKY CANYON, ABOUT 0.3
 RA0129'MILE UPSTREAM FROM UPSTREAM END OF VERY PROMINENT RAPIDS (PINE BAR
 RA0129'RAPIDS), AT A POINT WHERE A VERY PROMINENT POINT OF ROCK PROJECTS INTO
 RA0129'RIVER FROM BOTH BANKS OF THE RIVER AND THUS FORMING THE VERY DISTINCT
 RA0129'MOUTH OF ROCKY CANYON, 61.0 FEET SOUTHWEST OF CENTER OF MOUTH OF DEEP
 RA0129'ROCKY RAVINE, 3.0 FEET EAST OF A REFERENCE POST, SET IN TOP OF
 RA0129'PROMINENT POINT OF ROCK PROJECTING INTO RIVER, LARGE B MS AND T B MS
 RA0129'PAINTED ON ROCKS IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0674 ***********************************************************************
 NV0674  DESIGNATION -  K 31
 NV0674  PID         -  NV0674
 NV0674  STATE/COUNTY-  ID/OWYHEE
 NV0674  USGS QUAD   -  BRUNEAU (1992)
 NV0674
 NV0674                         *CURRENT SURVEY CONTROL
 NV0674  ___________________________________________________________________
 NV0674* NAD 83(1986)-  42 55 12.     (N)    115 47 03.     (W)     SCALED    
 NV0674* NAVD 88     -       815.274  (meters)    2674.78   (feet)  ADJUSTED  
 NV0674  ___________________________________________________________________
 NV0674  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 NV0674  DYNAMIC HT  -         814.924 (meters)    2673.63  (feet)  COMP
 NV0674  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 NV0674
 NV0674  VERT ORDER  -  FIRST     CLASS II
 NV0674
 NV0674.The horizontal coordinates were scaled from a topographic map and have
 NV0674.an estimated accuracy of +/- 6 seconds.
 NV0674
 NV0674.The orthometric height was determined by differential leveling
 NV0674.and adjusted by the National Geodetic Survey in June 1991..
 NV0674.WARNING-Repeat measurements at this control monument indicate possible
 NV0674.vertical movement.
 NV0674
 NV0674.The geoid height was determined by GEOID03.
 NV0674
 NV0674.The dynamic height is computed by dividing the NAVD 88
 NV0674.geopotential number by the normal gravity value computed on the
 NV0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0674.degrees latitude (g = 980.6199 gals.).
 NV0674
 NV0674.The modeled gravity was interpolated from observed gravity values.
 NV0674
 NV0674;                    North         East    Units  Estimated Accuracy
 NV0674;SPC ID W     -   139,210.      797,210.      MT  (+/- 180 meters Scaled)
 NV0674
 NV0674                          SUPERSEDED SURVEY CONTROL
 NV0674
 NV0674  NGVD 29 (??/??/92)  814.431  (m)         2672.01   (f) ADJ UNCH    1 2
 NV0674
 NV0674.Superseded values are not recommended for survey control.
 NV0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0674.See file dsdata.txt to determine how the superseded data were derived.
 NV0674
 NV0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH992526(NAD 83)
 NV0674_MARKER: DB = BENCH MARK DISK
 NV0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0674_STAMPING: K 31 1934
 NV0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0674+STABILITY: SURFACE MOTION
 NV0674
 NV0674  HISTORY     - Date     Condition        Report By
 NV0674  HISTORY     - 1934     MONUMENTED       CGS
 NV0674  HISTORY     - 1944     GOOD             NGS
 NV0674
 NV0674                          STATION DESCRIPTION
 NV0674
 NV0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NV0674'3.5 MI NE FROM BRUNEAU.
 NV0674'ALONG THE BRUNEAU TO MOUNTAIN HOME HIGHWAY, 2.0 MILES SOUTHEAST OF THE
 NV0674'SNAKE RIVER BRIDGE, 1.9 MILES NORTHWEST OF THE CREST OF A LONG HILL,
 NV0674'ON THE NORTHWEST SLOPE OF A HILL SLOPING TO SNAKE RIVER, ABOUT 250
 NV0674'FEET WEST OF A ROW OF POLES, 50 FEET SOUTHWEST OF THE CENTERLINE OF
 NV0674'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0168 ***********************************************************************
 RA0168  DESIGNATION -  K 310
 RA0168  PID         -  RA0168
 RA0168  STATE/COUNTY-  ID/IDAHO
 RA0168  USGS QUAD   -  RIGGINS (1964)
 RA0168
 RA0168                         *CURRENT SURVEY CONTROL
 RA0168  ___________________________________________________________________
 RA0168* NAD 83(1986)-  45 27 28.     (N)    116 18 31.     (W)     SCALED    
 RA0168* NAVD 88     -       520.132  (meters)    1706.47   (feet)  ADJUSTED  
 RA0168  ___________________________________________________________________
 RA0168  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 RA0168  DYNAMIC HT  -         520.026 (meters)    1706.12  (feet)  COMP
 RA0168  MODELED GRAV-     980,397.9   (mgal)                       NAVD 88
 RA0168
 RA0168  VERT ORDER  -  SECOND    CLASS 0
 RA0168
 RA0168.The horizontal coordinates were scaled from a topographic map and have
 RA0168.an estimated accuracy of +/- 6 seconds.
 RA0168
 RA0168.The orthometric height was determined by differential leveling
 RA0168.and adjusted by the National Geodetic Survey in June 1991..
 RA0168
 RA0168.The geoid height was determined by GEOID03.
 RA0168
 RA0168.The dynamic height is computed by dividing the NAVD 88
 RA0168.geopotential number by the normal gravity value computed on the
 RA0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0168.degrees latitude (g = 980.6199 gals.).
 RA0168
 RA0168.The modeled gravity was interpolated from observed gravity values.
 RA0168
 RA0168;                    North         East    Units  Estimated Accuracy
 RA0168;SPC ID W     -   421,330.      756,310.      MT  (+/- 180 meters Scaled)
 RA0168
 RA0168                          SUPERSEDED SURVEY CONTROL
 RA0168
 RA0168  NGVD 29 (??/??/92)  519.056  (m)         1702.94   (f) ADJ UNCH    2 0
 RA0168
 RA0168.Superseded values are not recommended for survey control.
 RA0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0168.See file dsdata.txt to determine how the superseded data were derived.
 RA0168
 RA0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL540340(NAD 83)
 RA0168_MARKER: DB = BENCH MARK DISK
 RA0168_SETTING: 80 = SET IN A BOULDER
 RA0168_SP_SET: BOULDER
 RA0168_STAMPING: K 310 1945
 RA0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0168+STABILITY: SURFACE MOTION
 RA0168
 RA0168  HISTORY     - Date     Condition        Report By
 RA0168  HISTORY     - 1945     MONUMENTED       CGS
 RA0168  HISTORY     - 1967     GOOD             NGS
 RA0168  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0168
 RA0168                          STATION DESCRIPTION
 RA0168
 RA0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0168'3.0 MI N FROM RIGGINS.
 RA0168'3.0 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE RIGGINS POST OFFICE,
 RA0168'0.9 MILE NORTH OF THE STEEL BRIDGE OVER THE SALMON RIVER, 0.45 MILE
 RA0168'SOUTH OF LIGHTNING CREEK, 75 FEET NORTHWEST OF A ROAD SIGN, 69 FEET
 RA0168'WEST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET WEST OF WHERE A
 RA0168'SECTION OF THE OLD ROAD JOINS THE HIGHWAY, 20 FEET EAST OF A 1-FOOT
 RA0168'PINE TREE, 3 FEET NORTH OF A METAL WITNESS POST AND 8 FEET BELOW THE
 RA0168'HIGHWAY CEMENTED IN A DRILL HOLE IN A 4 BY 6 FOOT BOULDER THAT
 RA0168'PROJECTS 2 FEET.  THE LETTERS B M WERE PAINTED ON THE BOULDER WITH
 RA0168'YELLOW PAINT.
 RA0168
 RA0168                          STATION RECOVERY (1982)
 RA0168
 RA0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0168'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0168 ***********************************************************************
 QZ0168  DESIGNATION -  K 311
 QZ0168  PID         -  QZ0168
 QZ0168  STATE/COUNTY-  ID/IDAHO
 QZ0168  USGS QUAD   -  NEZ PERCE PEAK (1962)
 QZ0168
 QZ0168                         *CURRENT SURVEY CONTROL
 QZ0168  ___________________________________________________________________
 QZ0168* NAD 83(1986)-  45 41 46.     (N)    114 33 59.     (W)     SCALED    
 QZ0168* NAVD 88     -      1590.471  (meters)    5218.07   (feet)  ADJUSTED  
 QZ0168  ___________________________________________________________________
 QZ0168  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 QZ0168  DYNAMIC HT  -        1589.819 (meters)    5215.93  (feet)  COMP
 QZ0168  MODELED GRAV-     980,150.4   (mgal)                       NAVD 88
 QZ0168
 QZ0168  VERT ORDER  -  FIRST     CLASS II
 QZ0168
 QZ0168.The horizontal coordinates were scaled from a topographic map and have
 QZ0168.an estimated accuracy of +/- 6 seconds.
 QZ0168
 QZ0168.The orthometric height was determined by differential leveling
 QZ0168.and adjusted by the National Geodetic Survey in June 1991..
 QZ0168
 QZ0168.The geoid height was determined by GEOID03.
 QZ0168
 QZ0168.The dynamic height is computed by dividing the NAVD 88
 QZ0168.geopotential number by the normal gravity value computed on the
 QZ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0168.degrees latitude (g = 980.6199 gals.).
 QZ0168
 QZ0168.The modeled gravity was interpolated from observed gravity values.
 QZ0168
 QZ0168;                    North         East    Units  Estimated Accuracy
 QZ0168;SPC ID W     -   448,350.      892,180.      MT  (+/- 180 meters Scaled)
 QZ0168
 QZ0168                          SUPERSEDED SURVEY CONTROL
 QZ0168
 QZ0168  NGVD 29 (??/??/92) 1589.227  (m)         5213.99   (f) ADJ UNCH    1 2
 QZ0168
 QZ0168.Superseded values are not recommended for survey control.
 QZ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0168.See file dsdata.txt to determine how the superseded data were derived.
 QZ0168
 QZ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL894631(NAD 83)
 QZ0168_MARKER: DB = BENCH MARK DISK
 QZ0168_SETTING: 80 = SET IN A BOULDER
 QZ0168_SP_SET: BOULDER
 QZ0168_STAMPING: K 311 1945
 QZ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0168+STABILITY: SURFACE MOTION
 QZ0168
 QZ0168  HISTORY     - Date     Condition        Report By
 QZ0168  HISTORY     - 1945     MONUMENTED       CGS
 QZ0168
 QZ0168                          STATION DESCRIPTION
 QZ0168
 QZ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0168'32.0 MI SW FROM CONNER, MT.
 QZ0168'ALONG CONNER - GRANGEVILLE ROAD, 32.0 MILES SOUTHWEST OF THE POST
 QZ0168'OFFICE AT CONNER, 4.5 MILES WEST OF THE IDAHO - MONTANA DIVIDE, 0.55
 QZ0168'MILE EAST OF VANCE CREEK TRAIL, 231.4 FEET WEST OF A PROMINENT POINT
 QZ0168'OF ROCK OUT CROP WHISH IS ON THE INSIDE OF A VERY SHARP CURVE, 170.0
 QZ0168'FEET EAST OF AN IRON PIPE CULVERT IN ROAD AT CROSSING OF SMALL RAVINE,
 QZ0168'11.5 FEET NORTH OF CENTERLINE OF ROAD, SET IN TOP OF NATURALLY
 QZ0168'EMBEDDED BOULDER PROJECTING OUT OF SIDE OF HILL AND ABOUT 5 1/2-FEET
 QZ0168'ABOVE ROAD.  AN IRON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0192 ***********************************************************************
 QZ0192  DESIGNATION -  K 312
 QZ0192  PID         -  QZ0192
 QZ0192  STATE/COUNTY-  ID/IDAHO
 QZ0192  USGS QUAD   -  MAGRUDER MTN (1991)
 QZ0192
 QZ0192                         *CURRENT SURVEY CONTROL
 QZ0192  ___________________________________________________________________
 QZ0192* NAD 83(1986)-  45 39 41.     (N)    114 48 53.     (W)     SCALED    
 QZ0192* NAVD 88     -      2381.431  (meters)    7813.08   (feet)  ADJUSTED  
 QZ0192  ___________________________________________________________________
 QZ0192  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 QZ0192  DYNAMIC HT  -        2380.203 (meters)    7809.05  (feet)  COMP
 QZ0192  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 QZ0192
 QZ0192  VERT ORDER  -  FIRST     CLASS II
 QZ0192
 QZ0192.The horizontal coordinates were scaled from a topographic map and have
 QZ0192.an estimated accuracy of +/- 6 seconds.
 QZ0192
 QZ0192.The orthometric height was determined by differential leveling
 QZ0192.and adjusted by the National Geodetic Survey in June 1991..
 QZ0192
 QZ0192.The geoid height was determined by GEOID03.
 QZ0192
 QZ0192.The dynamic height is computed by dividing the NAVD 88
 QZ0192.geopotential number by the normal gravity value computed on the
 QZ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0192.degrees latitude (g = 980.6199 gals.).
 QZ0192
 QZ0192.The modeled gravity was interpolated from observed gravity values.
 QZ0192
 QZ0192;                    North         East    Units  Estimated Accuracy
 QZ0192;SPC ID W     -   444,230.      872,890.      MT  (+/- 180 meters Scaled)
 QZ0192
 QZ0192                          SUPERSEDED SURVEY CONTROL
 QZ0192
 QZ0192  NGVD 29 (??/??/92) 2380.033  (m)         7808.49   (f) ADJ UNCH    1 2
 QZ0192
 QZ0192.Superseded values are not recommended for survey control.
 QZ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0192.See file dsdata.txt to determine how the superseded data were derived.
 QZ0192
 QZ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL702587(NAD 83)
 QZ0192_MARKER: DB = BENCH MARK DISK
 QZ0192_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0192_SP_SET: GRANITE OUTCROP
 QZ0192_STAMPING: K 312 1945
 QZ0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0192+STABILITY: POSITION/ELEVATION WELL
 QZ0192
 QZ0192  HISTORY     - Date     Condition        Report By
 QZ0192  HISTORY     - 1945     MONUMENTED       CGS
 QZ0192  HISTORY     - 1974     GOOD             USGS
 QZ0192
 QZ0192                          STATION DESCRIPTION
 QZ0192
 QZ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0192'55.95 MI SW FROM CONNER, MT.
 QZ0192'ALONG CONNER - GRANGEVILLE ROAD, 55.95 MILES SOUTHWEST OF THE POST
 QZ0192'OFFICE AT CONNER, 11.25 MILES SOUTHWEST OF BRIDGE OVER SELWAY RIVER,
 QZ0192'0.35 MILE SOUTHWEST OF FOREST SERVICE TELEPHONE AT OBSERVATION POINT,
 QZ0192'105.0 FEET NORTHEAST OF NORTHEAST END OF SHARP CURVE, 24.5 FEET
 QZ0192'SOUTHEAST OF CENTERLINE OF ROAD, 3.0 FEET NORTHEAST OF REFERENCE POST,
 QZ0192'SET IN TOP OF LARGE GRANITE OUTCROP ABOUT 1 FOOT ABOVE ROAD.  A BRONZE
 QZ0192'DISK.
 QZ0192
 QZ0192                          STATION RECOVERY (1974)
 QZ0192
 QZ0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0192'ALONG NEZ PERCE TRAIL ROAD, 61.65 MILES EAST OF POST OFFICE AT ELK
 QZ0192'CITY, IDAHO, 0.4 MILE WEST OF A CAMPGROUND AT AN OBSERVATION POINT,
 QZ0192'105 FEET NE OF THE NE END OF A SHARP CURVE IN THE ROAD, 24 FEET SE OF
 QZ0192'CENTERLINE ROAD, 2 FEET ABOVE ROAD LEVEL, SET IN THE TOP OF 6 X 3 FT.
 QZ0192'IMBEDDED OUTCROP WHICH PROJECTS ABOUT 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0231 ***********************************************************************
 QZ0231  DESIGNATION -  K 313
 QZ0231  PID         -  QZ0231
 QZ0231  STATE/COUNTY-  ID/IDAHO
 QZ0231  USGS QUAD   -  SPREAD CREEK POINT (1995)
 QZ0231
 QZ0231                         *CURRENT SURVEY CONTROL
 QZ0231  ___________________________________________________________________
 QZ0231* NAD 83(1986)-  45 43 53.     (N)    115 05 52.     (W)     SCALED    
 QZ0231* NAVD 88     -      2062.968  (meters)    6768.25   (feet)  ADJUSTED  
 QZ0231  ___________________________________________________________________
 QZ0231  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 QZ0231  DYNAMIC HT  -        2062.033 (meters)    6765.19  (feet)  COMP
 QZ0231  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 QZ0231
 QZ0231  VERT ORDER  -  FIRST     CLASS II
 QZ0231
 QZ0231.The horizontal coordinates were scaled from a topographic map and have
 QZ0231.an estimated accuracy of +/- 6 seconds.
 QZ0231
 QZ0231.The orthometric height was determined by differential leveling
 QZ0231.and adjusted by the National Geodetic Survey in June 1991..
 QZ0231
 QZ0231.The geoid height was determined by GEOID03.
 QZ0231
 QZ0231.The dynamic height is computed by dividing the NAVD 88
 QZ0231.geopotential number by the normal gravity value computed on the
 QZ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0231.degrees latitude (g = 980.6199 gals.).
 QZ0231
 QZ0231.The modeled gravity was interpolated from observed gravity values.
 QZ0231
 QZ0231;                    North         East    Units  Estimated Accuracy
 QZ0231;SPC ID W     -   451,790.      850,760.      MT  (+/- 180 meters Scaled)
 QZ0231
 QZ0231                          SUPERSEDED SURVEY CONTROL
 QZ0231
 QZ0231  NGVD 29 (??/??/92) 2061.667  (m)         6763.99   (f) ADJ UNCH    1 2
 QZ0231
 QZ0231.Superseded values are not recommended for survey control.
 QZ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0231.See file dsdata.txt to determine how the superseded data were derived.
 QZ0231
 QZ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL480659(NAD 83)
 QZ0231_MARKER: DB = BENCH MARK DISK
 QZ0231_SETTING: 80 = SET IN A BOULDER
 QZ0231_SP_SET: BOULDER
 QZ0231_STAMPING: K 313 35 ELEVATION FEET
 QZ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0231+STABILITY: SURFACE MOTION
 QZ0231
 QZ0231  HISTORY     - Date     Condition        Report By
 QZ0231  HISTORY     - UNK      MONUMENTED       USFS
 QZ0231  HISTORY     - 1945     GOOD             NGS
 QZ0231  HISTORY     - 1956     POOR             NGS
 QZ0231
 QZ0231                          STATION DESCRIPTION
 QZ0231
 QZ0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QZ0231'32.15 MI E FROM ELK CITY.
 QZ0231'ALONG CONNER - GRANGEVILLE ROAD, 32.15 MILES EAST OF POST OFFICE AT
 QZ0231'ELK CITY, 4.95 MILES WEST OF BRIDGE OVER BARGAMIN CREEK, AT JUNCTION
 QZ0231'OF GREEN MOUNTAIN ROAD, 23.5 FEET NORTH OF CENTERLINE OF CONNER -
 QZ0231'GRANGEVILLE ROAD, 22.5 FEET SOUTHEAST OF CENTERLINE OF GREEN MOUNTAIN
 QZ0231'ROAD, 16.7 FEET WEST OF REFERENCE POST, SET IN TOP OF 1-FOOT
 QZ0231'TRIANGULAR SHAPED GRANITE BOULDER WHICH WAS SET IN PLACE FOR BENCH
 QZ0231'MARK PURPOSES AND PROJECTING 1.0 FOOT ABOVE GROUND, ABOUT 1 1/2 FOOT
 QZ0231'ABOVE ROAD.  A FOREST SERVICE BRONZE DISK.
 QZ0231
 QZ0231                          STATION RECOVERY (1956)
 QZ0231
 QZ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QZ0231'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0524 ***********************************************************************
 QZ0524  DESIGNATION -  K 314
 QZ0524  PID         -  QZ0524
 QZ0524  STATE/COUNTY-  ID/IDAHO
 QZ0524  USGS QUAD   -  HUNGRY RIDGE (1995)
 QZ0524
 QZ0524                         *CURRENT SURVEY CONTROL
 QZ0524  ___________________________________________________________________
 QZ0524* NAD 83(1986)-  45 49 43.     (N)    115 55 43.     (W)     SCALED    
 QZ0524* NAVD 88     -       711.389  (meters)    2333.95   (feet)  ADJUSTED  
 QZ0524  ___________________________________________________________________
 QZ0524  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 QZ0524  DYNAMIC HT  -         711.245 (meters)    2333.48  (feet)  COMP
 QZ0524  MODELED GRAV-     980,392.0   (mgal)                       NAVD 88
 QZ0524
 QZ0524  VERT ORDER  -  FIRST     CLASS II
 QZ0524
 QZ0524.The horizontal coordinates were scaled from a topographic map and have
 QZ0524.an estimated accuracy of +/- 6 seconds.
 QZ0524
 QZ0524.The orthometric height was determined by differential leveling
 QZ0524.and adjusted by the National Geodetic Survey in June 1991..
 QZ0524
 QZ0524.The geoid height was determined by GEOID03.
 QZ0524
 QZ0524.The dynamic height is computed by dividing the NAVD 88
 QZ0524.geopotential number by the normal gravity value computed on the
 QZ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0524.degrees latitude (g = 980.6199 gals.).
 QZ0524
 QZ0524.The modeled gravity was interpolated from observed gravity values.
 QZ0524
 QZ0524;                    North         East    Units  Estimated Accuracy
 QZ0524;SPC ID W     -   462,410.      786,120.      MT  (+/- 180 meters Scaled)
 QZ0524
 QZ0524                          SUPERSEDED SURVEY CONTROL
 QZ0524
 QZ0524  NGVD 29 (??/??/92)  710.350  (m)         2330.54   (f) ADJ UNCH    1 2
 QZ0524
 QZ0524.Superseded values are not recommended for survey control.
 QZ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0524.See file dsdata.txt to determine how the superseded data were derived.
 QZ0524
 QZ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL832755(NAD 83)
 QZ0524_MARKER: DB = BENCH MARK DISK
 QZ0524_SETTING: 80 = SET IN A BOULDER
 QZ0524_SP_SET: BOULDER
 QZ0524_STAMPING: K 314 1945
 QZ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0524+STABILITY: SURFACE MOTION
 QZ0524
 QZ0524  HISTORY     - Date     Condition        Report By
 QZ0524  HISTORY     - 1945     MONUMENTED       CGS
 QZ0524  HISTORY     - 1956     GOOD             NGS
 QZ0524
 QZ0524                          STATION DESCRIPTION
 QZ0524
 QZ0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0524'14.3 MI W FROM GOLDEN.
 QZ0524'ALONG CONNER - GRANGEVILLE ROAD, 14.3 MILES WEST OF POST OFFICE AT
 QZ0524'GOLDEN, AT MEADOW CREEK CAMP GROUND, 57.7 FEET NORTHEAST OF NORTHEAST
 QZ0524'OF BRIDGE OVER MEADOW CREEK, 36.5 FEET NORTH OF CENTERLINE OF ROAD,
 QZ0524'SET IN TOP OF THE HIGHEST AND MOST PROMINENT BOULDER AT ENTRANCE TO
 QZ0524'CAMP GROUND, ABOUT 5 FEET ABOVE ROAD.  BRONZE DISK.
 QZ0524
 QZ0524                          STATION RECOVERY (1956)
 QZ0524
 QZ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QZ0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0343 ***********************************************************************
 RA0343  DESIGNATION -  K 315
 RA0343  PID         -  RA0343
 RA0343  STATE/COUNTY-  ID/IDAHO
 RA0343  USGS QUAD   -  OLD TIMER MOUNTAIN (1990)
 RA0343
 RA0343                         *CURRENT SURVEY CONTROL
 RA0343  ___________________________________________________________________
 RA0343* NAD 83(1986)-  45 25 36.     (N)    116 35 33.     (W)     SCALED    
 RA0343* NAVD 88     -       411.124  (meters)    1348.83   (feet)  ADJUSTED  
 RA0343  ___________________________________________________________________
 RA0343  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 RA0343  DYNAMIC HT  -         410.923 (meters)    1348.17  (feet)  COMP
 RA0343  MODELED GRAV-     980,121.3   (mgal)                       NAVD 88
 RA0343
 RA0343  VERT ORDER  -  SECOND    CLASS 0
 RA0343
 RA0343.The horizontal coordinates were scaled from a topographic map and have
 RA0343.an estimated accuracy of +/- 6 seconds.
 RA0343
 RA0343.The orthometric height was determined by differential leveling
 RA0343.and adjusted by the National Geodetic Survey in June 1991..
 RA0343
 RA0343.The geoid height was determined by GEOID03.
 RA0343
 RA0343.The dynamic height is computed by dividing the NAVD 88
 RA0343.geopotential number by the normal gravity value computed on the
 RA0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0343.degrees latitude (g = 980.6199 gals.).
 RA0343
 RA0343.The modeled gravity was interpolated from observed gravity values.
 RA0343
 RA0343;                    North         East    Units  Estimated Accuracy
 RA0343;SPC ID W     -   418,070.      734,070.      MT  (+/- 180 meters Scaled)
 RA0343
 RA0343                          SUPERSEDED SURVEY CONTROL
 RA0343
 RA0343  NGVD 29 (??/??/92)  409.941  (m)         1344.95   (f) ADJ UNCH    2 0
 RA0343
 RA0343.Superseded values are not recommended for survey control.
 RA0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0343.See file dsdata.txt to determine how the superseded data were derived.
 RA0343
 RA0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL318304(NAD 83)
 RA0343_MARKER: DB = BENCH MARK DISK
 RA0343_SETTING: 80 = SET IN A BOULDER
 RA0343_SP_SET: BOULDER
 RA0343_STAMPING: K 315 1946
 RA0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0343+STABILITY: SURFACE MOTION
 RA0343
 RA0343  HISTORY     - Date     Condition        Report By
 RA0343  HISTORY     - 1946     MONUMENTED       CGS
 RA0343
 RA0343                          STATION DESCRIPTION
 RA0343
 RA0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0343'34.35 MI N FROM HOMESTEAD, OR.
 RA0343'ABOUT 34.35 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0343'EAST BANK OF THE RIVER, ABOUT 2.6 MILES SOUTH FROM THE HOUSE AT
 RA0343'JOHNSON BAR, ABOUT 48 FEET EAST OF A SMALL ROCK-WALL BUILDING, 8 FEET
 RA0343'EAST OF A FOREST SERVICE TRAIL, 7 FEET HIGHER THAN THE TRAIL, A
 RA0343'STANDARD DISK SET IN TOP OF A BOULDER WHICH PROJECTS ABOUT 4 FEET
 RA0343'ABOVE IMMEDIATE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0111 ***********************************************************************
 QZ0111  DESIGNATION -  K 316
 QZ0111  PID         -  QZ0111
 QZ0111  STATE/COUNTY-  ID/IDAHO
 QZ0111  USGS QUAD   -  WAUGH MTN (1978)
 QZ0111
 QZ0111                         *CURRENT SURVEY CONTROL
 QZ0111  ___________________________________________________________________
 QZ0111* NAD 83(1986)-  45 23 50.     (N)    114 49 13.     (W)     SCALED    
 QZ0111* NAVD 88     -       863.623  (meters)    2833.40   (feet)  ADJUSTED  
 QZ0111  ___________________________________________________________________
 QZ0111  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 QZ0111  DYNAMIC HT  -         863.090 (meters)    2831.65  (feet)  COMP
 QZ0111  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 QZ0111
 QZ0111  VERT ORDER  -  SECOND    CLASS 0
 QZ0111
 QZ0111.The horizontal coordinates were scaled from a topographic map and have
 QZ0111.an estimated accuracy of +/- 6 seconds.
 QZ0111
 QZ0111.The orthometric height was determined by differential leveling
 QZ0111.and adjusted by the National Geodetic Survey in June 1991..
 QZ0111
 QZ0111.The geoid height was determined by GEOID03.
 QZ0111
 QZ0111.The dynamic height is computed by dividing the NAVD 88
 QZ0111.geopotential number by the normal gravity value computed on the
 QZ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0111.degrees latitude (g = 980.6199 gals.).
 QZ0111
 QZ0111.The modeled gravity was interpolated from observed gravity values.
 QZ0111
 QZ0111;                    North         East    Units  Estimated Accuracy
 QZ0111;SPC ID W     -   414,870.      872,790.      MT  (+/- 180 meters Scaled)
 QZ0111
 QZ0111                          SUPERSEDED SURVEY CONTROL
 QZ0111
 QZ0111  NGVD 29 (??/??/92)  862.220  (m)         2828.80   (f) ADJ UNCH    2 0
 QZ0111
 QZ0111.Superseded values are not recommended for survey control.
 QZ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0111.See file dsdata.txt to determine how the superseded data were derived.
 QZ0111
 QZ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL706293(NAD 83)
 QZ0111_MARKER: DB = BENCH MARK DISK
 QZ0111_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0111_SP_SET: ROCK OUTCROP
 QZ0111_STAMPING: K 316 1945
 QZ0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0111+STABILITY: POSITION/ELEVATION WELL
 QZ0111
 QZ0111  HISTORY     - Date     Condition        Report By
 QZ0111  HISTORY     - 1945     MONUMENTED       CGS
 QZ0111  HISTORY     - 1974     MARK NOT FOUND   USGS
 QZ0111
 QZ0111                          STATION DESCRIPTION
 QZ0111
 QZ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0111'36.2 MI W FROM SHOUP.
 QZ0111'36.2 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE NORTHERLY SIDE OF
 QZ0111'THE SALMON RIVER, SET IN TOP OF LARGE ROCK OUTCROP AT BLUFF IN RIVER,
 QZ0111'BETWEEN RIVER AND TRAIL, ABOUT 90 FEET SOUTHWEST OF TRAIL AND 55 FEET
 QZ0111'SOUTHWEST OF LARGE PINE TREE WITH TRIANGULAR BLAZES ON THE SOUTHWEST
 QZ0111'AND NORTHEAST SIDES.  BRONZE BENCH MARK DISK SET IN TOP OF LARGE ROCK
 QZ0111'OUTCROP.
 QZ0111
 QZ0111                          STATION RECOVERY (1974)
 QZ0111
 QZ0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0286 ***********************************************************************
 QZ0286  DESIGNATION -  K 317
 QZ0286  PID         -  QZ0286
 QZ0286  STATE/COUNTY-  ID/IDAHO
 QZ0286  USGS QUAD   -  WHITEWATER RANCH (1987)
 QZ0286
 QZ0286                         *CURRENT SURVEY CONTROL
 QZ0286  ___________________________________________________________________
 QZ0286* NAD 83(1986)-  45 32 19.     (N)    115 16 09.     (W)     SCALED    
 QZ0286* NAVD 88     -       739.529  (meters)    2426.27   (feet)  ADJUSTED  
 QZ0286  ___________________________________________________________________
 QZ0286  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 QZ0286  DYNAMIC HT  -         739.147 (meters)    2425.02  (feet)  COMP
 QZ0286  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 QZ0286
 QZ0286  VERT ORDER  -  SECOND    CLASS 0
 QZ0286
 QZ0286.The horizontal coordinates were scaled from a topographic map and have
 QZ0286.an estimated accuracy of +/- 6 seconds.
 QZ0286
 QZ0286.The orthometric height was determined by differential leveling
 QZ0286.and adjusted by the National Geodetic Survey in June 1991..
 QZ0286
 QZ0286.The geoid height was determined by GEOID03.
 QZ0286
 QZ0286.The dynamic height is computed by dividing the NAVD 88
 QZ0286.geopotential number by the normal gravity value computed on the
 QZ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0286.degrees latitude (g = 980.6199 gals.).
 QZ0286
 QZ0286.The modeled gravity was interpolated from observed gravity values.
 QZ0286
 QZ0286;                    North         East    Units  Estimated Accuracy
 QZ0286;SPC ID W     -   430,270.      837,550.      MT  (+/- 180 meters Scaled)
 QZ0286
 QZ0286                          SUPERSEDED SURVEY CONTROL
 QZ0286
 QZ0286  NGVD 29 (??/??/92)  738.182  (m)         2421.85   (f) ADJ UNCH    2 0
 QZ0286
 QZ0286.Superseded values are not recommended for survey control.
 QZ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0286.See file dsdata.txt to determine how the superseded data were derived.
 QZ0286
 QZ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL351442(NAD 83)
 QZ0286_MARKER: DB = BENCH MARK DISK
 QZ0286_SETTING: 80 = SET IN A BOULDER
 QZ0286_SP_SET: BOULDER
 QZ0286_STAMPING: K 317 1945
 QZ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0286+STABILITY: SURFACE MOTION
 QZ0286
 QZ0286  HISTORY     - Date     Condition        Report By
 QZ0286  HISTORY     - 1945     MONUMENTED       CGS
 QZ0286  HISTORY     - 1974     MARK NOT FOUND   USGS
 QZ0286
 QZ0286                          STATION DESCRIPTION
 QZ0286
 QZ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0286'49.0 MI E FROM FRENCH CREEK.
 QZ0286'49.0 MILES EAST OF FRENCH CREEK, ON THE NORTHERLY SIDE OF THE SALMON
 QZ0286'RIVER, SET IN TOP OF BOULDER, ABOUT 0.2 MILE EAST OF CABIN ON
 QZ0286'NORTHERLY SIDE OF RIVER, ABOUT 200 FEET SOUTHWEST OF MOUTH OF SMALL
 QZ0286'STREAM AT A RAPID, AND JUST BELOW HIGH WATER LEVEL.  BRONZE BENCH MARK
 QZ0286'DISK SET IN TOP OF BOULDER.
 QZ0286
 QZ0286                          STATION RECOVERY (1974)
 QZ0286
 QZ0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0338 ***********************************************************************
 QZ0338  DESIGNATION -  K 318
 QZ0338  PID         -  QZ0338
 QZ0338  STATE/COUNTY-  ID/IDAHO
 QZ0338  USGS QUAD   -  MACKAY BAR (1995)
 QZ0338
 QZ0338                         *CURRENT SURVEY CONTROL
 QZ0338  ___________________________________________________________________
 QZ0338* NAD 83(1986)-  45 23 06.     (N)    115 32 22.     (W)     SCALED    
 QZ0338* NAVD 88     -       654.381  (meters)    2146.91   (feet)  ADJUSTED  
 QZ0338  ___________________________________________________________________
 QZ0338  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 QZ0338  DYNAMIC HT  -         653.997 (meters)    2145.66  (feet)  COMP
 QZ0338  MODELED GRAV-     980,016.9   (mgal)                       NAVD 88
 QZ0338
 QZ0338  VERT ORDER  -  SECOND    CLASS 0
 QZ0338
 QZ0338.The horizontal coordinates were scaled from a topographic map and have
 QZ0338.an estimated accuracy of +/- 6 seconds.
 QZ0338
 QZ0338.The orthometric height was determined by differential leveling
 QZ0338.and adjusted by the National Geodetic Survey in June 1991..
 QZ0338
 QZ0338.The geoid height was determined by GEOID03.
 QZ0338
 QZ0338.The dynamic height is computed by dividing the NAVD 88
 QZ0338.geopotential number by the normal gravity value computed on the
 QZ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0338.degrees latitude (g = 980.6199 gals.).
 QZ0338
 QZ0338.The modeled gravity was interpolated from observed gravity values.
 QZ0338
 QZ0338;                    North         East    Units  Estimated Accuracy
 QZ0338;SPC ID W     -   413,110.      816,490.      MT  (+/- 180 meters Scaled)
 QZ0338
 QZ0338                          SUPERSEDED SURVEY CONTROL
 QZ0338
 QZ0338  NGVD 29 (??/??/92)  653.036  (m)         2142.50   (f) ADJ UNCH    2 0
 QZ0338
 QZ0338.Superseded values are not recommended for survey control.
 QZ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0338.See file dsdata.txt to determine how the superseded data were derived.
 QZ0338
 QZ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL143267(NAD 83)
 QZ0338_MARKER: DB = BENCH MARK DISK
 QZ0338_SETTING: 80 = SET IN A BOULDER
 QZ0338_SP_SET: BOULDER
 QZ0338_STAMPING: K 318 1945
 QZ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0338+STABILITY: SURFACE MOTION
 QZ0338
 QZ0338  HISTORY     - Date     Condition        Report By
 QZ0338  HISTORY     - 1945     MONUMENTED       CGS
 QZ0338
 QZ0338                          STATION DESCRIPTION
 QZ0338
 QZ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0338'27.9 MI E FROM FRENCH CREEK.
 QZ0338'27.9 MILES EAST OF FRENCH CREEK, ON THE SOUTHERLY SIDE OF THE SALMON
 QZ0338'RIVER, SET IN TOP OF BOULDER, DIRECTLY ACROSS THE RIVER FROM MOUTH OF
 QZ0338'CANYON WITH LONE PINE TREE JUST TO THE WEST, ABOUT 300 FEET EAST OF
 QZ0338'PINE TREE LEANING TO NORTH AND ALMOST OVER RIVER, AND ABOUT LEVEL WITH
 QZ0338'HIGH WATER LINE.  BRONZE BENCH MARK DISK SET IN TOP OF BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0363 ***********************************************************************
 RZ0363  DESIGNATION -  K 319
 RZ0363  PID         -  RZ0363
 RZ0363  STATE/COUNTY-  ID/IDAHO
 RZ0363  USGS QUAD   -  WESTLAKE (1979)
 RZ0363
 RZ0363                         *CURRENT SURVEY CONTROL
 RZ0363  ___________________________________________________________________
 RZ0363* NAD 83(1986)-  46 01 04.     (N)    116 37 05.     (W)     SCALED    
 RZ0363* NAVD 88     -       345.726  (meters)    1134.27   (feet)  ADJUSTED  
 RZ0363  ___________________________________________________________________
 RZ0363  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 RZ0363  DYNAMIC HT  -         345.629 (meters)    1133.95  (feet)  COMP
 RZ0363  MODELED GRAV-     980,330.1   (mgal)                       NAVD 88
 RZ0363
 RZ0363  VERT ORDER  -  SECOND    CLASS 0
 RZ0363
 RZ0363.The horizontal coordinates were scaled from a topographic map and have
 RZ0363.an estimated accuracy of +/- 6 seconds.
 RZ0363
 RZ0363.The orthometric height was determined by differential leveling
 RZ0363.and adjusted by the National Geodetic Survey in June 1991..
 RZ0363
 RZ0363.The geoid height was determined by GEOID03.
 RZ0363
 RZ0363.The dynamic height is computed by dividing the NAVD 88
 RZ0363.geopotential number by the normal gravity value computed on the
 RZ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0363.degrees latitude (g = 980.6199 gals.).
 RZ0363
 RZ0363.The modeled gravity was interpolated from observed gravity values.
 RZ0363
 RZ0363;                    North         East    Units  Estimated Accuracy
 RZ0363;SPC ID W     -   483,780.      732,780.      MT  (+/- 180 meters Scaled)
 RZ0363
 RZ0363                          SUPERSEDED SURVEY CONTROL
 RZ0363
 RZ0363  NGVD 29 (??/??/92)  344.600  (m)         1130.58   (f) ADJ UNCH    2 0
 RZ0363
 RZ0363.Superseded values are not recommended for survey control.
 RZ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0363.See file dsdata.txt to determine how the superseded data were derived.
 RZ0363
 RZ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL295960(NAD 83)
 RZ0363_MARKER: DB = BENCH MARK DISK
 RZ0363_SETTING: 80 = SET IN A BOULDER
 RZ0363_STAMPING: K 319 1945
 RZ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0363+STABILITY: SURFACE MOTION
 RZ0363
 RZ0363  HISTORY     - Date     Condition        Report By
 RZ0363  HISTORY     - 1945     MONUMENTED       CGS
 RZ0363
 RZ0363                          STATION DESCRIPTION
 RZ0363
 RZ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RZ0363'16.1 MI NW FROM RICE CREEK BRIDGE.
 RZ0363'16.1 MILES NORTHWEST (DOWN STREAM) ALONG THE SOUTHWEST BANK OF THE
 RZ0363'SALMON RIVER FROM THE RICE CREEK BRIDGE, JUST NORTHEAST OF A LARGE
 RZ0363'BEND OF THE RIVER WHICH IS THE BEGINNING OF THE OX BOW, AT THE HEAD OF
 RZ0363'A RAPIDS, AND JUST ABOVE HIGH WATER LEVEL.  A BRONZE DISK, SET IN THE
 RZ0363'TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0634 ***********************************************************************
 NV0634  DESIGNATION -  K 32
 NV0634  PID         -  NV0634
 NV0634  STATE/COUNTY-  ID/OWYHEE
 NV0634  USGS QUAD   -  BLACKSTONE RESERVOIR (1979)
 NV0634
 NV0634                         *CURRENT SURVEY CONTROL
 NV0634  ___________________________________________________________________
 NV0634* NAD 83(1986)-  42 24 50.     (N)    115 48 53.     (W)     SCALED    
 NV0634* NAVD 88     -      1491.807  (meters)    4894.37   (feet)  ADJUSTED  
 NV0634  ___________________________________________________________________
 NV0634  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 NV0634  DYNAMIC HT  -        1490.865 (meters)    4891.28  (feet)  COMP
 NV0634  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 NV0634
 NV0634  VERT ORDER  -  FIRST     CLASS II
 NV0634
 NV0634.The horizontal coordinates were scaled from a topographic map and have
 NV0634.an estimated accuracy of +/- 6 seconds.
 NV0634
 NV0634.The orthometric height was determined by differential leveling
 NV0634.and adjusted by the National Geodetic Survey in June 1991..
 NV0634
 NV0634.The geoid height was determined by GEOID03.
 NV0634
 NV0634.The dynamic height is computed by dividing the NAVD 88
 NV0634.geopotential number by the normal gravity value computed on the
 NV0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0634.degrees latitude (g = 980.6199 gals.).
 NV0634
 NV0634.The modeled gravity was interpolated from observed gravity values.
 NV0634
 NV0634;                    North         East    Units  Estimated Accuracy
 NV0634;SPC ID W     -    82,990.      794,670.      MT  (+/- 180 meters Scaled)
 NV0634
 NV0634                          SUPERSEDED SURVEY CONTROL
 NV0634
 NV0634  NGVD 29 (??/??/92) 1490.736  (m)         4890.86   (f) ADJ UNCH    1 2
 NV0634
 NV0634.Superseded values are not recommended for survey control.
 NV0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0634.See file dsdata.txt to determine how the superseded data were derived.
 NV0634
 NV0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG975964(NAD 83)
 NV0634_MARKER: DB = BENCH MARK DISK
 NV0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0634_STAMPING: K 32 1934
 NV0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0634+STABILITY: SURFACE MOTION
 NV0634
 NV0634  HISTORY     - Date     Condition        Report By
 NV0634  HISTORY     - 1934     MONUMENTED       CGS
 NV0634  HISTORY     - 1974     GOOD             USGS
 NV0634
 NV0634                          STATION DESCRIPTION
 NV0634
 NV0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0634'31.6 MI SW FROM HOT SPRING.
 NV0634'31.6 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0634'BRUNEAU RIVER AT HOT SPRING, OWYHEE COUNTY, 2.4 MILES SOUTHWEST OF THE
 NV0634'BLACKSTONE RANCH, ABOUT 350 FEET EAST OF THE MIDPOINT BETWEEN TWO
 NV0634'SMALL KNOLLS ABOUT 500 FEET APART, ON THE WEST SLOPE OF A HILL, 60
 NV0634'FEET EAST OF A DITCH, AND 50 FEET EAST OF THE ROAD.  A STANDARD DISK,
 NV0634'STAMPED K 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NV0634
 NV0634                          STATION RECOVERY (1974)
 NV0634
 NV0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0634'GRASMERE, 0.4 MI. SOUTH ALONG STATE HIGHWAY 51 TO ROAD FORK AT WEST
 NV0634'END OF RUNWAY, THENCE LEFT (NE) ALONG ROAD ON NORTH SIDE OF FENCE
 NV0634'(AND SOUTH SIDE OF RUNWAY) FOR 1.1 MI. TO CROSSROAD AT GATE ON RIGHT,
 NV0634'THENCE LEFT (NE) ALONG OLD ROAD TO HOT SPRING FOR 3.8 MI., ABOUT 2.4
 NV0634'MI. SW OF THE OLD BLACKSTONE RANCH, ABOUT 350 FT. NW OF THE MIDPOINT
 NV0634'BETWEEN 2 SMALL KNOLLS ABOUT 500 FT. APART, ON THE NW SLOPE OF A
 NV0634'HILL, 85 FT. EAST OF THE ROAD AND DITCH CROSSING, 55 FT. SE OF DITCH,
 NV0634'30 FT. SE OF THE ROAD. A STANDARD DISK STAMPED K 32 1934 AND SET IN
 NV0634'TOP OF CONCRETE POST PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0435 ***********************************************************************
 QB0435  DESIGNATION -  K 320
 QB0435  PID         -  QB0435
 QB0435  STATE/COUNTY-  ID/ADAMS
 QB0435  USGS QUAD   -  PECK MOUNTAIN (1986)
 QB0435
 QB0435                         *CURRENT SURVEY CONTROL
 QB0435  ___________________________________________________________________
 QB0435* NAD 83(1986)-  44 48 35.     (N)    116 34 40.     (W)     SCALED    
 QB0435* NAVD 88     -      1049.198  (meters)    3442.24   (feet)  ADJUSTED  
 QB0435  ___________________________________________________________________
 QB0435  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 QB0435  DYNAMIC HT  -        1048.859 (meters)    3441.13  (feet)  COMP
 QB0435  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 QB0435
 QB0435  VERT ORDER  -  SECOND    CLASS 0
 QB0435
 QB0435.The horizontal coordinates were scaled from a topographic map and have
 QB0435.an estimated accuracy of +/- 6 seconds.
 QB0435
 QB0435.The orthometric height was determined by differential leveling
 QB0435.and adjusted by the National Geodetic Survey in June 1991..
 QB0435
 QB0435.The geoid height was determined by GEOID03.
 QB0435
 QB0435.The dynamic height is computed by dividing the NAVD 88
 QB0435.geopotential number by the normal gravity value computed on the
 QB0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0435.degrees latitude (g = 980.6199 gals.).
 QB0435
 QB0435.The modeled gravity was interpolated from observed gravity values.
 QB0435
 QB0435;                    North         East    Units  Estimated Accuracy
 QB0435;SPC ID W     -   349,500.      734,520.      MT  (+/- 180 meters Scaled)
 QB0435
 QB0435                          SUPERSEDED SURVEY CONTROL
 QB0435
 QB0435  NGVD 29 (??/??/92) 1048.154  (m)         3438.82   (f) ADJ UNCH    2 0
 QB0435
 QB0435.Superseded values are not recommended for survey control.
 QB0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0435.See file dsdata.txt to determine how the superseded data were derived.
 QB0435
 QB0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK333619(NAD 83)
 QB0435_MARKER: DB = BENCH MARK DISK
 QB0435_SETTING: 80 = SET IN A BOULDER
 QB0435_SP_SET: BOULDER
 QB0435_STAMPING: K 320 1946
 QB0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0435+STABILITY: SURFACE MOTION
 QB0435
 QB0435  HISTORY     - Date     Condition        Report By
 QB0435  HISTORY     - 1946     MONUMENTED       CGS
 QB0435
 QB0435                          STATION DESCRIPTION
 QB0435
 QB0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QB0435'9.7 MI NW FROM FRUITVALE.
 QB0435'ABOUT 9.7 MILES NORTHWEST ALONG THE FRUITVALE-HOMESTEAD HIGHWAY FROM
 QB0435'THE POST OFFICE AT FRUITVALE, 27 FEET NORTH OF THE CENTER LINE OF THE
 QB0435'ROAD, 15 FEET WEST OF A PINE TREE, 8.4 FEET NORTH OF A RIGHT-OF-WAY
 QB0435'FENCE, ABOUT 8 FEET ABOVE THE ROAD LEVEL, AND SET IN THE TOP OF A
 QB0435'LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0319 ***********************************************************************
 QB0319  DESIGNATION -  K 321
 QB0319  PID         -  QB0319
 QB0319  STATE/COUNTY-  ID/WASHINGTON
 QB0319  USGS QUAD   -  MIDVALE (1986)
 QB0319
 QB0319                         *CURRENT SURVEY CONTROL
 QB0319  ___________________________________________________________________
 QB0319* NAD 83(1986)-  44 28 12.     (N)    116 42 48.     (W)     SCALED    
 QB0319* NAVD 88     -       785.231  (meters)    2576.21   (feet)  ADJUSTED  
 QB0319  ___________________________________________________________________
 QB0319  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 QB0319  DYNAMIC HT  -         784.997 (meters)    2575.44  (feet)  COMP
 QB0319  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 QB0319
 QB0319  VERT ORDER  -  FIRST     CLASS II
 QB0319
 QB0319.The horizontal coordinates were scaled from a topographic map and have
 QB0319.an estimated accuracy of +/- 6 seconds.
 QB0319
 QB0319.The orthometric height was determined by differential leveling
 QB0319.and adjusted by the National Geodetic Survey in June 1991..
 QB0319
 QB0319.The geoid height was determined by GEOID03.
 QB0319
 QB0319.The dynamic height is computed by dividing the NAVD 88
 QB0319.geopotential number by the normal gravity value computed on the
 QB0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0319.degrees latitude (g = 980.6199 gals.).
 QB0319
 QB0319.The modeled gravity was interpolated from observed gravity values.
 QB0319
 QB0319;                    North         East    Units  Estimated Accuracy
 QB0319;SPC ID W     -   311,860.      723,350.      MT  (+/- 180 meters Scaled)
 QB0319
 QB0319                          SUPERSEDED SURVEY CONTROL
 QB0319
 QB0319  NGVD 29 (??/??/92)  784.204  (m)         2572.84   (f) ADJ UNCH    1 2
 QB0319
 QB0319.Superseded values are not recommended for survey control.
 QB0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0319.See file dsdata.txt to determine how the superseded data were derived.
 QB0319
 QB0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK228241(NAD 83)
 QB0319_MARKER: DB = BENCH MARK DISK
 QB0319_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QB0319_SP_SET: BRIDGE WINGWALL
 QB0319_STAMPING: 1946
 QB0319_MARK LOGO: CGS   
 QB0319_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0319+STABILITY: SURFACE MOTION
 QB0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB0319+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2001
 QB0319
 QB0319  HISTORY     - Date     Condition        Report By
 QB0319  HISTORY     - 1946     MONUMENTED       CGS
 QB0319  HISTORY     - 1965     GOOD             NGS
 QB0319  HISTORY     - 1983     GOOD             NGS
 QB0319  HISTORY     - 20010314 GOOD             IDTD
 QB0319
 QB0319                          STATION DESCRIPTION
 QB0319
 QB0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QB0319'1.0 MI E FROM MIDVALE.
 QB0319'1.0 MILE EAST ALONG A MACADAM ROAD, FORMER LOCATION OF U.S. 95, FROM
 QB0319'THE MIDVALE POST OFFICE TO THE MARK ON THE LEFT IN THE CONCRETE WING
 QB0319'WALL OF THE BRIDGE OVER BEAVER CREEK, 12 FEET NORTH OF THE CENTER OF
 QB0319'THE MACADAM, 2.4 FEET NORTHEAST OF THE NORTHEAST END OF THE GUARD RAIL
 QB0319'AND 0.5 FOOT LOWER THAN THE ROAD.
 QB0319
 QB0319                          STATION RECOVERY (1983)
 QB0319
 QB0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0319'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.45 KM
 QB0319'(0.3 MI) EAST ALONG BRIDGE STREET FROM THE INTERSECTION OF US HIGHWAY
 QB0319'95 IN MIDVALE, THENCE 0.1 KM (0.05 MI) SOUTH ALONG SCHOOL ROAD, THENCE
 QB0319'1.3 KM (0.8 MI) EAST ALONG KNOB HILL ROAD, IN TOP OF AND 1.6 METERS
 QB0319'(5.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST WINGWALL OF
 QB0319'THE BRIDGE OVER BEAVER CREEK, 3.6 METERS (12 FT) SOUTH OF THE
 QB0319'CENTERLINE OF THE ROAD.
 QB0319'THE MARK IS 0.15 M BELOW THE ROAD.
 QB0319
 QB0319                          STATION RECOVERY (2001)
 QB0319
 QB0319'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 QB0319'REACHED FROM THE NEW POST OFFICE IN MIDVALE.  GO EAST ON PAVED ROAD
 QB0319'CROSSING THE NEW BRIDGE OVER THE WEISER RIVER FOR 1.65 KM (1.00 MI) TO
 QB0319'A SMALL BRIDGE OVER BEAVER CREEK AND MARK IN THE NORTHEAST WINGWALL.
 QB0319'IT IS 1.6 M (5.2 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST
 QB0319'WINGWALL, 3.6 M (11.8 FT) NORTH FROM THE APPROXIMATE CENTER OF THE
 QB0319'ROAD AND ABOUT 0.15 M (0.49 FT) BELOW THE ROAD.  NOTE--THE DESIGNATION
 QB0319'OF THIS MARK HAS BEEN SCRAPED OFF BY SOME TYPE OF HEAVY EQUIPMENT.
 QB0319'NOTE---THE DATE IS ALL THAT REMAINS IN THE STAMPING. THE DISK IS STILL
 QB0319'SOLID IN ITS SETTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0567 ***********************************************************************
 QA0567  DESIGNATION -  K 322
 QA0567  PID         -  QA0567
 QA0567  STATE/COUNTY-  ID/VALLEY
 QA0567  USGS QUAD   -  WHITE ROCK PEAK (1973)
 QA0567
 QA0567                         *CURRENT SURVEY CONTROL
 QA0567  ___________________________________________________________________
 QA0567* NAD 83(1986)-  44 46 39.     (N)    115 40 47.     (W)     SCALED    
 QA0567* NAVD 88     -      1544.822  (meters)    5068.30   (feet)  ADJUSTED  
 QA0567  ___________________________________________________________________
 QA0567  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 QA0567  DYNAMIC HT  -        1544.069 (meters)    5065.83  (feet)  COMP
 QA0567  MODELED GRAV-     980,076.5   (mgal)                       NAVD 88
 QA0567
 QA0567  VERT ORDER  -  SECOND    CLASS 0
 QA0567
 QA0567.The horizontal coordinates were scaled from a topographic map and have
 QA0567.an estimated accuracy of +/- 6 seconds.
 QA0567
 QA0567.The orthometric height was determined by differential leveling
 QA0567.and adjusted by the National Geodetic Survey in June 1991..
 QA0567
 QA0567.The geoid height was determined by GEOID03.
 QA0567
 QA0567.The dynamic height is computed by dividing the NAVD 88
 QA0567.geopotential number by the normal gravity value computed on the
 QA0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0567.degrees latitude (g = 980.6199 gals.).
 QA0567
 QA0567.The modeled gravity was interpolated from observed gravity values.
 QA0567
 QA0567;                    North         East    Units  Estimated Accuracy
 QA0567;SPC ID W     -   345,580.      805,560.      MT  (+/- 180 meters Scaled)
 QA0567
 QA0567                          SUPERSEDED SURVEY CONTROL
 QA0567
 QA0567  NGVD 29 (??/??/92) 1543.633  (m)         5064.40   (f) ADJ UNCH    2 0
 QA0567
 QA0567.Superseded values are not recommended for survey control.
 QA0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0567.See file dsdata.txt to determine how the superseded data were derived.
 QA0567
 QA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK044590(NAD 83)
 QA0567_MARKER: DB = BENCH MARK DISK
 QA0567_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QA0567_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QA0567_STAMPING: K-322 1948
 QA0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0567
 QA0567  HISTORY     - Date     Condition        Report By
 QA0567  HISTORY     - 1947     MONUMENTED       CGS
 QA0567  HISTORY     - 1973     GOOD             USGS
 QA0567
 QA0567                          STATION DESCRIPTION
 QA0567
 QA0567'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QA0567'4.3 MI S FROM POVERTY ALAT.
 QA0567'4.3 MILES SOUTH ALONG THE SOUTH FORK ROAD FROM THE CAMPGROUND AT
 QA0567'POVERTY FLAT, AT NORTH TWIN CREEK, ON THE OUTSIDE OF A CURVE, 49.0
 QA0567'FEET NORTH OF THE CENTER LINE OF THE BRIDGE OVER THE CREEK, 106.0 FEET
 QA0567'NORTH OF THE CENTERLINE OF THE ROAD, PROJECTING 3.0 FEET ABOVE THE
 QA0567'GROUND AND ABOUT 6.0 FEET ABOVE THE ROAD.  US FOREST SERVICE ATTENTION
 QA0567'SIGN ATTACHED TO STEEL POST 4.8 FEET SOUTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0284 ***********************************************************************
 QA0284  DESIGNATION -  K 323
 QA0284  PID         -  QA0284
 QA0284  STATE/COUNTY-  ID/VALLEY
 QA0284  USGS QUAD   -  LITTLE SOLDIER MOUNTAIN (1990)
 QA0284
 QA0284                         *CURRENT SURVEY CONTROL
 QA0284  ___________________________________________________________________
 QA0284* NAD 83(1986)-  44 44 16.     (N)    115 01 40.     (W)     SCALED    
 QA0284* NAVD 88     -      1358.345  (meters)    4456.50   (feet)  ADJUSTED  
 QA0284  ___________________________________________________________________
 QA0284  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 QA0284  DYNAMIC HT  -        1357.573 (meters)    4453.97  (feet)  COMP
 QA0284  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 QA0284
 QA0284  VERT ORDER  -  SECOND    CLASS 0
 QA0284
 QA0284.The horizontal coordinates were scaled from a topographic map and have
 QA0284.an estimated accuracy of +/- 6 seconds.
 QA0284
 QA0284.The orthometric height was determined by differential leveling
 QA0284.and adjusted by the National Geodetic Survey in June 1991..
 QA0284
 QA0284.The geoid height was determined by GEOID03.
 QA0284
 QA0284.The dynamic height is computed by dividing the NAVD 88
 QA0284.geopotential number by the normal gravity value computed on the
 QA0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0284.degrees latitude (g = 980.6199 gals.).
 QA0284
 QA0284.The modeled gravity was interpolated from observed gravity values.
 QA0284
 QA0284;                    North         East    Units  Estimated Accuracy
 QA0284;SPC ID W     -   341,420.      857,200.      MT  (+/- 180 meters Scaled)
 QA0284
 QA0284                          SUPERSEDED SURVEY CONTROL
 QA0284
 QA0284  NGVD 29 (??/??/92) 1356.886  (m)         4451.72   (f) ADJ UNCH    2 0
 QA0284
 QA0284.Superseded values are not recommended for survey control.
 QA0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0284.See file dsdata.txt to determine how the superseded data were derived.
 QA0284
 QA0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK561557(NAD 83)
 QA0284_MARKER: DB = BENCH MARK DISK
 QA0284_SETTING: 80 = SET IN A BOULDER
 QA0284_SP_SET: BOULDER
 QA0284_STAMPING: K 323 1947
 QA0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0284+STABILITY: SURFACE MOTION
 QA0284
 QA0284  HISTORY     - Date     Condition        Report By
 QA0284  HISTORY     - 1947     MONUMENTED       CGS
 QA0284
 QA0284                          STATION DESCRIPTION
 QA0284
 QA0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0284'8.1 MI E FROM MIDDLE FORK GUARD STATION.
 QA0284'ALONG FOREST SERVICE TRAIL FROM MIDDLE FORK GUARD STATION, SET IN
 QA0284'BOULDER PROTRUDING 2 FEET ABOVE GROUND, 17.2 FEET SOUTH-EAST OF MIDDLE
 QA0284'FORK TRAIL, 10 FEET ABOVE HIGH-WATER MARK OF RIVER, 84.7 FEET NORTH OF
 QA0284'FOREST SERVICE 26-MILE SIGN AT THE FOOT OF A LARGE ROCK SLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0220 ***********************************************************************
 QA0220  DESIGNATION -  K 324
 QA0220  PID         -  QA0220
 QA0220  STATE/COUNTY-  ID/LEMHI
 QA0220  USGS QUAD   -  APAREJO POINT (1963)
 QA0220
 QA0220                         *CURRENT SURVEY CONTROL
 QA0220  ___________________________________________________________________
 QA0220* NAD 83(1986)-  44 54 47.     (N)    114 43 55.     (W)     SCALED    
 QA0220* NAVD 88     -      1174.757  (meters)    3854.18   (feet)  ADJUSTED  
 QA0220  ___________________________________________________________________
 QA0220  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 QA0220  DYNAMIC HT  -        1174.096 (meters)    3852.01  (feet)  COMP
 QA0220  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 QA0220
 QA0220  VERT ORDER  -  SECOND    CLASS 0
 QA0220
 QA0220.The horizontal coordinates were scaled from a topographic map and have
 QA0220.an estimated accuracy of +/- 6 seconds.
 QA0220
 QA0220.The orthometric height was determined by differential leveling
 QA0220.and adjusted by the National Geodetic Survey in June 1991..
 QA0220
 QA0220.The geoid height was determined by GEOID03.
 QA0220
 QA0220.The dynamic height is computed by dividing the NAVD 88
 QA0220.geopotential number by the normal gravity value computed on the
 QA0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0220.degrees latitude (g = 980.6199 gals.).
 QA0220
 QA0220.The modeled gravity was interpolated from observed gravity values.
 QA0220
 QA0220;                    North         East    Units  Estimated Accuracy
 QA0220;SPC ID C     -   360,910.      442,200.      MT  (+/- 180 meters Scaled)
 QA0220
 QA0220                          SUPERSEDED SURVEY CONTROL
 QA0220
 QA0220  NGVD 29 (??/??/92) 1173.295  (m)         3849.39   (f) ADJ UNCH    2 0
 QA0220
 QA0220.Superseded values are not recommended for survey control.
 QA0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0220.See file dsdata.txt to determine how the superseded data were derived.
 QA0220
 QA0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK790757(NAD 83)
 QA0220_MARKER: DB = BENCH MARK DISK
 QA0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0220_SP_SET: ROCK CLIFF
 QA0220_STAMPING: K 324 1947
 QA0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0220
 QA0220  HISTORY     - Date     Condition        Report By
 QA0220  HISTORY     - 1947     MONUMENTED       CGS
 QA0220
 QA0220                          STATION DESCRIPTION
 QA0220
 QA0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0220'37.5 MI NE FROM MIDDLE FORK GUARD STATION.
 QA0220'37.5 MILES NE ALONG MIDDLE FORK TRAIL ALONG THE FOREST SERVICE TRAIL
 QA0220'FROM THE MIDDLE FORK GUARD STATION, SET ON A ROCK CLIFF OVER-LOOKING A
 QA0220'SAGE BRUSH COVERED FLAT TO THE EAST, AND 104 FEET SOUTH-WEST OF THE
 QA0220'MIDDLE FORK TRAIL.  USBM PAINTED ON CLIFF WITH WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0144 ***********************************************************************
 QZ0144  DESIGNATION -  K 325
 QZ0144  PID         -  QZ0144
 QZ0144  STATE/COUNTY-  ID/VALLEY
 QZ0144  USGS QUAD   -  PAPOOSE PEAK (1962)
 QZ0144
 QZ0144                         *CURRENT SURVEY CONTROL
 QZ0144  ___________________________________________________________________
 QZ0144* NAD 83(1986)-  45 11 08.     (N)    114 47 33.     (W)     SCALED    
 QZ0144* NAVD 88     -      2353.399  (meters)    7721.11   (feet)  ADJUSTED  
 QZ0144  ___________________________________________________________________
 QZ0144  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 QZ0144  DYNAMIC HT  -        2352.030 (meters)    7716.62  (feet)  COMP
 QZ0144  MODELED GRAV-     979,949.4   (mgal)                       NAVD 88
 QZ0144
 QZ0144  VERT ORDER  -  SECOND    CLASS 0
 QZ0144
 QZ0144.The horizontal coordinates were scaled from a topographic map and have
 QZ0144.an estimated accuracy of +/- 6 seconds.
 QZ0144
 QZ0144.The orthometric height was determined by differential leveling
 QZ0144.and adjusted by the National Geodetic Survey in June 1991..
 QZ0144
 QZ0144.The geoid height was determined by GEOID03.
 QZ0144
 QZ0144.The dynamic height is computed by dividing the NAVD 88
 QZ0144.geopotential number by the normal gravity value computed on the
 QZ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0144.degrees latitude (g = 980.6199 gals.).
 QZ0144
 QZ0144.The modeled gravity was interpolated from observed gravity values.
 QZ0144
 QZ0144;                    North         East    Units  Estimated Accuracy
 QZ0144;SPC ID W     -   391,370.      875,250.      MT  (+/- 180 meters Scaled)
 QZ0144
 QZ0144                          SUPERSEDED SURVEY CONTROL
 QZ0144
 QZ0144  NGVD 29 (??/??/92) 2351.963  (m)         7716.40   (f) ADJ UNCH    2 0
 QZ0144
 QZ0144.Superseded values are not recommended for survey control.
 QZ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0144.See file dsdata.txt to determine how the superseded data were derived.
 QZ0144
 QZ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL734059(NAD 83)
 QZ0144_MARKER: DB = BENCH MARK DISK
 QZ0144_SETTING: 80 = SET IN A BOULDER
 QZ0144_SP_SET: BOULDER
 QZ0144_STAMPING: K 325 1947
 QZ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0144+STABILITY: SURFACE MOTION
 QZ0144
 QZ0144  HISTORY     - Date     Condition        Report By
 QZ0144  HISTORY     - 1947     MONUMENTED       CGS
 QZ0144
 QZ0144                          STATION DESCRIPTION
 QZ0144
 QZ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0144'7.0 MI SW FROM STODDARD LOOKOUT.
 QZ0144'7.0 MILES SOUTHWEST ALONG MIDDLE FORK TRAIL FROM STODDARD LOOKOUT, ON
 QZ0144'THE SUMMIT BETWEEN PAPOOSE AND GOLDEN CREEKS, 115 FEET SOUTH OF THE
 QZ0144'JUNCTION OF MIDDLE FORK TRAIL, GOLDEN CREEK RIDGE WAY AND BLACK BUTTE
 QZ0144'TRAIL, 57 FEET EAST OF THE MIDDLE FORK TRAIL, AND SET IN THE TOP OF A
 QZ0144'BOULDER PROJECTING ABOUT 3 FEET ABOVE THE GROUND.  USBM PAINTED ON
 QZ0144'BOULDER WITH WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0575 ***********************************************************************
 QA0575  DESIGNATION -  K 326
 QA0575  PID         -  QA0575
 QA0575  STATE/COUNTY-  ID/VALLEY
 QA0575  USGS QUAD   -  WHITE ROCK PEAK (1973)
 QA0575
 QA0575                         *CURRENT SURVEY CONTROL
 QA0575  ___________________________________________________________________
 QA0575* NAD 83(1986)-  44 51 46.     (N)    115 41 30.     (W)     SCALED    
 QA0575* NAVD 88     -      1278.539  (meters)    4194.67   (feet)  ADJUSTED  
 QA0575  ___________________________________________________________________
 QA0575  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 QA0575  DYNAMIC HT  -        1277.990 (meters)    4192.87  (feet)  COMP
 QA0575  MODELED GRAV-     980,144.8   (mgal)                       NAVD 88
 QA0575
 QA0575  VERT ORDER  -  SECOND    CLASS 0
 QA0575
 QA0575.The horizontal coordinates were scaled from a topographic map and have
 QA0575.an estimated accuracy of +/- 6 seconds.
 QA0575
 QA0575.The orthometric height was determined by differential leveling
 QA0575.and adjusted by the National Geodetic Survey in June 1991..
 QA0575
 QA0575.The geoid height was determined by GEOID03.
 QA0575
 QA0575.The dynamic height is computed by dividing the NAVD 88
 QA0575.geopotential number by the normal gravity value computed on the
 QA0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0575.degrees latitude (g = 980.6199 gals.).
 QA0575
 QA0575.The modeled gravity was interpolated from observed gravity values.
 QA0575
 QA0575;                    North         East    Units  Estimated Accuracy
 QA0575;SPC ID W     -   355,060.      804,610.      MT  (+/- 180 meters Scaled)
 QA0575
 QA0575                          SUPERSEDED SURVEY CONTROL
 QA0575
 QA0575  NGVD 29 (??/??/92) 1277.400  (m)         4190.94   (f) ADJ UNCH    2 0
 QA0575
 QA0575.Superseded values are not recommended for survey control.
 QA0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0575.See file dsdata.txt to determine how the superseded data were derived.
 QA0575
 QA0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK033685(NAD 83)
 QA0575_MARKER: DB = BENCH MARK DISK
 QA0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0575_STAMPING: K-326 1948
 QA0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0575+STABILITY: SURFACE MOTION
 QA0575
 QA0575  HISTORY     - Date     Condition        Report By
 QA0575  HISTORY     - 1948     MONUMENTED       CGS
 QA0575  HISTORY     - 1973     GOOD             USGS
 QA0575
 QA0575                          STATION DESCRIPTION
 QA0575
 QA0575'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QA0575'2.9 MI N FROM POVERTY FLAT.
 QA0575'2.9 MILES NORTH ALONG THE SOUTH FORK ROAD FROM THE CAMPGROUND AT
 QA0575'POVERTY FLAT, PROJECTING 1.5 FEET ABOVE THE GROUND AND ABOUT LEVEL
 QA0575'WITH THE ROAD.  US FOREST SERVICE ATTENTION SIGN ATTACHED TO STEEL
 QA0575'POST 6.2 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0377 ***********************************************************************
 QZ0377  DESIGNATION -  K 327
 QZ0377  PID         -  QZ0377
 QZ0377  STATE/COUNTY-  ID/VALLEY
 QZ0377  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0377
 QZ0377                         *CURRENT SURVEY CONTROL
 QZ0377  ___________________________________________________________________
 QZ0377* NAD 83(1986)-  45 03 53.     (N)    115 38 06.     (W)     SCALED    
 QZ0377* NAVD 88     -      1054.343  (meters)    3459.12   (feet)  ADJUSTED  
 QZ0377  ___________________________________________________________________
 QZ0377  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 QZ0377  DYNAMIC HT  -        1053.859 (meters)    3457.54  (feet)  COMP
 QZ0377  MODELED GRAV-     980,125.4   (mgal)                       NAVD 88
 QZ0377
 QZ0377  VERT ORDER  -  SECOND    CLASS 0
 QZ0377
 QZ0377.The horizontal coordinates were scaled from a topographic map and have
 QZ0377.an estimated accuracy of +/- 6 seconds.
 QZ0377
 QZ0377.The orthometric height was determined by differential leveling
 QZ0377.and adjusted by the National Geodetic Survey in June 1991..
 QZ0377
 QZ0377.The geoid height was determined by GEOID03.
 QZ0377
 QZ0377.The dynamic height is computed by dividing the NAVD 88
 QZ0377.geopotential number by the normal gravity value computed on the
 QZ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0377.degrees latitude (g = 980.6199 gals.).
 QZ0377
 QZ0377.The modeled gravity was interpolated from observed gravity values.
 QZ0377
 QZ0377;                    North         East    Units  Estimated Accuracy
 QZ0377;SPC ID W     -   377,510.      809,060.      MT  (+/- 180 meters Scaled)
 QZ0377
 QZ0377                          SUPERSEDED SURVEY CONTROL
 QZ0377
 QZ0377  NGVD 29 (??/??/92) 1053.137  (m)         3455.17   (f) ADJ UNCH    2 0
 QZ0377
 QZ0377.Superseded values are not recommended for survey control.
 QZ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0377.See file dsdata.txt to determine how the superseded data were derived.
 QZ0377
 QZ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK074910(NAD 83)
 QZ0377_MARKER: DB = BENCH MARK DISK
 QZ0377_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0377_SP_SET: ROCK OUTCROP
 QZ0377_STAMPING: K 327 1948
 QZ0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0377+STABILITY: POSITION/ELEVATION WELL
 QZ0377
 QZ0377  HISTORY     - Date     Condition        Report By
 QZ0377  HISTORY     - 1948     MONUMENTED       CGS
 QZ0377
 QZ0377                          STATION DESCRIPTION
 QZ0377
 QZ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0377'5.7 MI N FROM MOUTH OF SECESH RIVER.
 QZ0377'ABOUT 5.7 MILES NORTH ALONG THE SOUTH FORK TRAIL FROM THE MOUTH OF THE
 QZ0377'SECESH RIVER, ABOUT 0.3 MILE NORTH OF THE WILLEY RANCH, AT THE LARGE
 QZ0377'WOODEN BRIDGE OVER THE SOUTH FORK OF THE SALMON RIVER, 77.0 FEET WEST
 QZ0377'OF THE NORTHWEST CORNER OF THE BRIDGE, 52.0 FEET NORTH OF THE CENTER
 QZ0377'LINE OF THE TRAIL, SET IN THE TOP OF A GRANITE ROCK OUTCROP PROJECTING
 QZ0377'2.0 FEET ABOVE THE GROUND AND ABOUT 10 FEET BELOW THE TRAIL. NOTE-- AT
 QZ0377'THIS POINT THE TRAIL CROSSES THE RIVER AND PROCEEDS NORTH ALONG THE
 QZ0377'EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0408 ***********************************************************************
 QZ0408  DESIGNATION -  K 328
 QZ0408  PID         -  QZ0408
 QZ0408  STATE/COUNTY-  ID/IDAHO
 QZ0408  USGS QUAD   -  BURGDORF SUMMIT (1989)
 QZ0408
 QZ0408                         *CURRENT SURVEY CONTROL
 QZ0408  ___________________________________________________________________
 QZ0408* NAD 83(1986)-  45 15 10.     (N)    115 30 32.     (W)     SCALED    
 QZ0408* NAVD 88     -       833.403  (meters)    2734.26   (feet)  ADJUSTED  
 QZ0408  ___________________________________________________________________
 QZ0408  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 QZ0408  DYNAMIC HT  -         832.896 (meters)    2732.59  (feet)  COMP
 QZ0408  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 QZ0408
 QZ0408  VERT ORDER  -  SECOND    CLASS 0
 QZ0408
 QZ0408.The horizontal coordinates were scaled from a topographic map and have
 QZ0408.an estimated accuracy of +/- 6 seconds.
 QZ0408
 QZ0408.The orthometric height was determined by differential leveling
 QZ0408.and adjusted by the National Geodetic Survey in June 1991..
 QZ0408
 QZ0408.The geoid height was determined by GEOID03.
 QZ0408
 QZ0408.The dynamic height is computed by dividing the NAVD 88
 QZ0408.geopotential number by the normal gravity value computed on the
 QZ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0408.degrees latitude (g = 980.6199 gals.).
 QZ0408
 QZ0408.The modeled gravity was interpolated from observed gravity values.
 QZ0408
 QZ0408;                    North         East    Units  Estimated Accuracy
 QZ0408;SPC ID W     -   398,430.      818,930.      MT  (+/- 180 meters Scaled)
 QZ0408
 QZ0408                          SUPERSEDED SURVEY CONTROL
 QZ0408
 QZ0408  NGVD 29 (??/??/92)  832.052  (m)         2729.82   (f) ADJ UNCH    2 0
 QZ0408
 QZ0408.Superseded values are not recommended for survey control.
 QZ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0408.See file dsdata.txt to determine how the superseded data were derived.
 QZ0408
 QZ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL170121(NAD 83)
 QZ0408_MARKER: DB = BENCH MARK DISK
 QZ0408_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0408_SP_SET: ROCK OUTCROP
 QZ0408_STAMPING: K 328 1948
 QZ0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0408+STABILITY: POSITION/ELEVATION WELL
 QZ0408
 QZ0408  HISTORY     - Date     Condition        Report By
 QZ0408  HISTORY     - 1948     MONUMENTED       CGS
 QZ0408
 QZ0408                          STATION DESCRIPTION
 QZ0408
 QZ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0408'8.7 MI N FROM SOUTH FORK GUARD STATION.
 QZ0408'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0408'STATION, THENCE 6.7 MILES NORTH ALONG THE SOUTH FORK TRAIL, ABOUT 0.2
 QZ0408'MILE NORTH OF A POINT WHERE A SMALL STREAM CROSSES THE TRAIL, NEAR A
 QZ0408'SMALL CABIN, ON A SMALL FLAT COVERED WITH JACK PINES, ABOUT 125 FEET
 QZ0408'EAST OF THE CENTER LINE OF THE TRAIL, 17.0 FEET SOUTHEAST OF A HUGE
 QZ0408'BOULDER PAINTED U.S.B.M., 27.0 FEET EAST OF A 4-INCH PINE TREE WITH A
 QZ0408'TRIANGULAR BLAZE, SET IN THE TOP OF A GRANITE ROCK OUTCROP FLUSH WITH
 QZ0408'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0240 ***********************************************************************
 QA0240  DESIGNATION -  K 329
 QA0240  PID         -  QA0240
 QA0240  STATE/COUNTY-  ID/VALLEY
 QA0240  USGS QUAD   -  HONEYMOON LAKE (1990)
 QA0240
 QA0240                         *CURRENT SURVEY CONTROL
 QA0240  ___________________________________________________________________
 QA0240* NAD 83(1986)-  44 36 53.     (N)    115 23 33.     (W)     SCALED    
 QA0240* NAVD 88     -      2470.216  (meters)    8104.37   (feet)  ADJUSTED  
 QA0240  ___________________________________________________________________
 QA0240  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 QA0240  DYNAMIC HT  -        2468.592 (meters)    8099.04  (feet)  COMP
 QA0240  MODELED GRAV-     979,870.4   (mgal)                       NAVD 88
 QA0240
 QA0240  VERT ORDER  -  SECOND    CLASS 0
 QA0240
 QA0240.The horizontal coordinates were scaled from a topographic map and have
 QA0240.an estimated accuracy of +/- 6 seconds.
 QA0240
 QA0240.The orthometric height was determined by differential leveling
 QA0240.and adjusted by the National Geodetic Survey in June 1991..
 QA0240
 QA0240.The geoid height was determined by GEOID03.
 QA0240
 QA0240.The dynamic height is computed by dividing the NAVD 88
 QA0240.geopotential number by the normal gravity value computed on the
 QA0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0240.degrees latitude (g = 980.6199 gals.).
 QA0240
 QA0240.The modeled gravity was interpolated from observed gravity values.
 QA0240
 QA0240;                    North         East    Units  Estimated Accuracy
 QA0240;SPC ID W     -   327,560.      828,370.      MT  (+/- 180 meters Scaled)
 QA0240
 QA0240                          SUPERSEDED SURVEY CONTROL
 QA0240
 QA0240  NGVD 29 (??/??/92) 2468.740  (m)         8099.52   (f) ADJ UNCH    2 0
 QA0240
 QA0240.Superseded values are not recommended for survey control.
 QA0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0240.See file dsdata.txt to determine how the superseded data were derived.
 QA0240
 QA0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK275414(NAD 83)
 QA0240_MARKER: DB = BENCH MARK DISK
 QA0240_SETTING: 66 = SET IN ROCK OUTCROP
 QA0240_SP_SET: ROCK OUTCROP
 QA0240_STAMPING: K 329 1948
 QA0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0240+STABILITY: POSITION/ELEVATION WELL
 QA0240
 QA0240  HISTORY     - Date     Condition        Report By
 QA0240  HISTORY     - 1948     MONUMENTED       CGS
 QA0240
 QA0240                          STATION DESCRIPTION
 QA0240
 QA0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0240'11.3 MI W FROM LUCKY LAD MINE.
 QA0240'11.3 MILES WEST ALONG THE LANDMARK-LUCKY LAD MINE ROAD FROM THE LUCKY
 QA0240'LAD MINE, ABOUT 55 PACES SOUTH OF A SIGN, HONEY MOON LAKE 2 FT. AT A
 QA0240'PROMINENT ROCK BLUFF, 51.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 QA0240'6.0 FEET NORTHEAST OF A 6-INCH PINE TREE WITH A TRIANGULAR BLAZE, SET
 QA0240'IN THE TOP OF A PROMINENT ROCK OUTCROP PROJECTING 5.0 FEET ABOVE THE
 QA0240'GROUND AND ABOUT 20 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0305 ***********************************************************************
 PZ0305  DESIGNATION -  K 33
 PZ0305  PID         -  PZ0305
 PZ0305  STATE/COUNTY-  ID/LEMHI
 PZ0305  USGS QUAD   -  PURCELL SPRING (1989)
 PZ0305
 PZ0305                         *CURRENT SURVEY CONTROL
 PZ0305  ___________________________________________________________________
 PZ0305* NAD 83(1986)-  44 32 48.     (N)    113 18 18.     (W)     SCALED    
 PZ0305* NAVD 88     -      2005.143  (meters)    6578.54   (feet)  ADJUSTED  
 PZ0305  ___________________________________________________________________
 PZ0305  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 PZ0305  DYNAMIC HT  -        2003.964 (meters)    6574.67  (feet)  COMP
 PZ0305  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 PZ0305
 PZ0305  VERT ORDER  -  SECOND    CLASS 0
 PZ0305
 PZ0305.The horizontal coordinates were scaled from a topographic map and have
 PZ0305.an estimated accuracy of +/- 6 seconds.
 PZ0305
 PZ0305.The orthometric height was determined by differential leveling
 PZ0305.and adjusted by the National Geodetic Survey in June 1991..
 PZ0305
 PZ0305.The geoid height was determined by GEOID03.
 PZ0305
 PZ0305.The dynamic height is computed by dividing the NAVD 88
 PZ0305.geopotential number by the normal gravity value computed on the
 PZ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0305.degrees latitude (g = 980.6199 gals.).
 PZ0305
 PZ0305.The modeled gravity was interpolated from observed gravity values.
 PZ0305
 PZ0305;                    North         East    Units  Estimated Accuracy
 PZ0305;SPC ID C     -   320,170.      555,230.      MT  (+/- 180 meters Scaled)
 PZ0305
 PZ0305                          SUPERSEDED SURVEY CONTROL
 PZ0305
 PZ0305  NGVD 29 (??/??/92) 2003.744  (m)         6573.95   (f) ADJ UNCH    2 0
 PZ0305
 PZ0305.Superseded values are not recommended for survey control.
 PZ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0305.See file dsdata.txt to determine how the superseded data were derived.
 PZ0305
 PZ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ169351(NAD 83)
 PZ0305_MARKER: DB = BENCH MARK DISK
 PZ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0305_STAMPING: K 33 1934
 PZ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0305+STABILITY: SURFACE MOTION
 PZ0305
 PZ0305  HISTORY     - Date     Condition        Report By
 PZ0305  HISTORY     - 1934     MONUMENTED       CGS
 PZ0305
 PZ0305                          STATION DESCRIPTION
 PZ0305
 PZ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PZ0305'9.9 MI SE FROM LEADORE.
 PZ0305'ABOUT 9.9 MILES SOUTHEAST ALONG THE GILMORE AND PITTSBURGH RAILROAD
 PZ0305'FROM THE STATION AT LEADORE, LEMHI COUNTY, ABOUT 760 FEET NOTH OF A
 PZ0305'CURVE, ABOUT 450 FEET EAST OF THE CENTER LINE OF A HIGHWAY, AT THE
 PZ0305'NORTH END OF A CUT, AT THE SOUTH END OF A FILL, AND 42 FEET WEST OF
 PZ0305'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED K 33 1934 AND
 PZ0305'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0615 ***********************************************************************
 QA0615  DESIGNATION -  K 330
 QA0615  PID         -  QA0615
 QA0615  STATE/COUNTY-  ID/VALLEY
 QA0615  USGS QUAD   -  TYNDALL MEADOWS (1988)
 QA0615
 QA0615                         *CURRENT SURVEY CONTROL
 QA0615  ___________________________________________________________________
 QA0615* NAD 83(1986)-  44 33 25.     (N)    115 33 03.     (W)     SCALED    
 QA0615* NAVD 88     -      2059.823  (meters)    6757.94   (feet)  ADJUSTED  
 QA0615  ___________________________________________________________________
 QA0615  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 QA0615  DYNAMIC HT  -        2058.554 (meters)    6753.77  (feet)  COMP
 QA0615  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 QA0615
 QA0615  VERT ORDER  -  SECOND    CLASS 0
 QA0615
 QA0615.The horizontal coordinates were scaled from a topographic map and have
 QA0615.an estimated accuracy of +/- 6 seconds.
 QA0615
 QA0615.The orthometric height was determined by differential leveling
 QA0615.and adjusted by the National Geodetic Survey in June 1991..
 QA0615
 QA0615.The geoid height was determined by GEOID03.
 QA0615
 QA0615.The dynamic height is computed by dividing the NAVD 88
 QA0615.geopotential number by the normal gravity value computed on the
 QA0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0615.degrees latitude (g = 980.6199 gals.).
 QA0615
 QA0615.The modeled gravity was interpolated from observed gravity values.
 QA0615
 QA0615;                    North         East    Units  Estimated Accuracy
 QA0615;SPC ID W     -   321,090.      815,820.      MT  (+/- 180 meters Scaled)
 QA0615
 QA0615                          SUPERSEDED SURVEY CONTROL
 QA0615
 QA0615  NGVD 29 (??/??/92) 2058.421  (m)         6753.34   (f) ADJ UNCH    2 0
 QA0615
 QA0615.Superseded values are not recommended for survey control.
 QA0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0615.See file dsdata.txt to determine how the superseded data were derived.
 QA0615
 QA0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK150347(NAD 83)
 QA0615_MARKER: DB = BENCH MARK DISK
 QA0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0615_STAMPING: K 330 1948
 QA0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0615+STABILITY: SURFACE MOTION
 QA0615
 QA0615  HISTORY     - Date     Condition        Report By
 QA0615  HISTORY     - 1948     MONUMENTED       CGS
 QA0615
 QA0615                          STATION DESCRIPTION
 QA0615
 QA0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0615'8.5 MI S FROM LANDMARK RANGER STATION.
 QA0615'8.5 MILES SOUTH ALONG THE LANDMARK-STANLEY ROAD FROM THE RANGER
 QA0615'STATION AT LANDMARK, ABOUT 9.4 MILES NORTH OF THE UPPER DEADWOOD GUARD
 QA0615'STATION, ON A FLAT, AT A CURVE, 54.0 FEET EAST OF THE CENTER LINE OF
 QA0615'THE ROAD, 38.0 FEET NORTH OF A DOUBLE 8-INCH PINE TREE WITH A
 QA0615'TRIANGULAR BLAZE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 QA0615'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0477 ***********************************************************************
 QA0477  DESIGNATION -  K 331
 QA0477  PID         -  QA0477
 QA0477  STATE/COUNTY-  ID/VALLEY
 QA0477  USGS QUAD   -  BERNARD MOUNTAIN (1988)
 QA0477
 QA0477                         *CURRENT SURVEY CONTROL
 QA0477  ___________________________________________________________________
 QA0477* NAD 83(1986)-  44 24 30.     (N)    115 33 18.     (W)     SCALED    
 QA0477* NAVD 88     -      1894.421  (meters)    6215.28   (feet)  ADJUSTED  
 QA0477  ___________________________________________________________________
 QA0477  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 QA0477  DYNAMIC HT  -        1893.296 (meters)    6211.59  (feet)  COMP
 QA0477  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 QA0477
 QA0477  VERT ORDER  -  SECOND    CLASS 0
 QA0477
 QA0477.The horizontal coordinates were scaled from a topographic map and have
 QA0477.an estimated accuracy of +/- 6 seconds.
 QA0477
 QA0477.The orthometric height was determined by differential leveling
 QA0477.and adjusted by the National Geodetic Survey in June 1991..
 QA0477
 QA0477.The geoid height was determined by GEOID03.
 QA0477
 QA0477.The dynamic height is computed by dividing the NAVD 88
 QA0477.geopotential number by the normal gravity value computed on the
 QA0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0477.degrees latitude (g = 980.6199 gals.).
 QA0477
 QA0477.The modeled gravity was interpolated from observed gravity values.
 QA0477
 QA0477;                    North         East    Units  Estimated Accuracy
 QA0477;SPC ID W     -   304,580.      815,530.      MT  (+/- 180 meters Scaled)
 QA0477
 QA0477                          SUPERSEDED SURVEY CONTROL
 QA0477
 QA0477  NGVD 29 (??/??/92) 1893.084  (m)         6210.89   (f) ADJ UNCH    2 0
 QA0477
 QA0477.Superseded values are not recommended for survey control.
 QA0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0477.See file dsdata.txt to determine how the superseded data were derived.
 QA0477
 QA0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK150182(NAD 83)
 QA0477_MARKER: DB = BENCH MARK DISK
 QA0477_SETTING: 80 = SET IN A BOULDER
 QA0477_SP_SET: BOULDER
 QA0477_STAMPING: K 331 1948
 QA0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0477+STABILITY: SURFACE MOTION
 QA0477
 QA0477  HISTORY     - Date     Condition        Report By
 QA0477  HISTORY     - 1948     MONUMENTED       CGS
 QA0477
 QA0477                          STATION DESCRIPTION
 QA0477
 QA0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0477'5.6 MI SE FROM UPPER DEADWOOD G. S..
 QA0477'5.6 MILES SOUTHEAST ALONG THE LANDMARK-STANLEY ROAD FROM THE UPPER
 QA0477'DEADWOOD GUARD STATION, AT A CAMP GROUND, 54.5 FEET SOUTHEAST OF THE
 QA0477'CENTER LINE OF THE ROAD, 49.0 FEET SOUTHEAST OF A 14-INCH PINE TREE
 QA0477'WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A GRANITE BOULDER
 QA0477'PROJECTING 0.8 FOOT ABOVE THE GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0313 ***********************************************************************
 QA0313  DESIGNATION -  K 332
 QA0313  PID         -  QA0313
 QA0313  STATE/COUNTY-  ID/CUSTER
 QA0313  USGS QUAD   -  BANNER SUMMIT (1972)
 QA0313
 QA0313                         *CURRENT SURVEY CONTROL
 QA0313  ___________________________________________________________________
 QA0313* NAD 83(1986)-  44 22 26.     (N)    115 08 15.     (W)     SCALED    
 QA0313* NAVD 88     -      2012.955  (meters)    6604.17   (feet)  ADJUSTED  
 QA0313  ___________________________________________________________________
 QA0313  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 QA0313  DYNAMIC HT  -        2011.746 (meters)    6600.20  (feet)  COMP
 QA0313  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 QA0313
 QA0313  VERT ORDER  -  SECOND    CLASS 0
 QA0313
 QA0313.The horizontal coordinates were scaled from a topographic map and have
 QA0313.an estimated accuracy of +/- 6 seconds.
 QA0313
 QA0313.The orthometric height was determined by differential leveling
 QA0313.and adjusted by the National Geodetic Survey in June 1991..
 QA0313
 QA0313.The geoid height was determined by GEOID03.
 QA0313
 QA0313.The dynamic height is computed by dividing the NAVD 88
 QA0313.geopotential number by the normal gravity value computed on the
 QA0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0313.degrees latitude (g = 980.6199 gals.).
 QA0313
 QA0313.The modeled gravity was interpolated from observed gravity values.
 QA0313
 QA0313;                    North         East    Units  Estimated Accuracy
 QA0313;SPC ID C     -   301,370.      409,350.      MT  (+/- 180 meters Scaled)
 QA0313
 QA0313                          SUPERSEDED SURVEY CONTROL
 QA0313
 QA0313  NGVD 29 (??/??/92) 2011.652  (m)         6599.89   (f) ADJ UNCH    2 0
 QA0313
 QA0313.Superseded values are not recommended for survey control.
 QA0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0313.See file dsdata.txt to determine how the superseded data were derived.
 QA0313
 QA0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK483150(NAD 83)
 QA0313_MARKER: DB = BENCH MARK DISK
 QA0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0313_STAMPING: K 332 1948
 QA0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0313+STABILITY: SURFACE MOTION
 QA0313
 QA0313  HISTORY     - Date     Condition        Report By
 QA0313  HISTORY     - 1948     MONUMENTED       CGS
 QA0313  HISTORY     - 1955     GOOD             NGS
 QA0313
 QA0313                          STATION DESCRIPTION
 QA0313
 QA0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0313'1.0 MI NW FROM CAPE HORN G S.
 QA0313'0.4 MILE WEST ALONG THE CAPE HORN DRIVEWAY FROM THE CAPE HORN GUARD
 QA0313'STATION, THENCE 0.6 MILE NORTHWEST ALONG THE LANDMARK-STANLEY ROAD, ON
 QA0313'A FLAT, AT A FENCE CORNER, 25.0 FEET SOUTH OF THE CENTER LINE OF THE
 QA0313'ROAD, 3.0 FEET SOUTH OF THE CORNER FENCE POST, 2.5 FEET EAST OF A
 QA0313'NORTH-SOUTH FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 QA0313'0.3 FOOT ABOVE THE GROUND.  WITNESS POST SET 3.3 FEET EAST OF THE
 QA0313'STATION.
 QA0313
 QA0313                          STATION RECOVERY (1955)
 QA0313
 QA0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 QA0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0754 ***********************************************************************
 OZ0754  DESIGNATION -  K 333
 OZ0754  PID         -  OZ0754
 OZ0754  STATE/COUNTY-  ID/ELMORE
 OZ0754  USGS QUAD   -  SHEEP CREEK (1964)
 OZ0754
 OZ0754                         *CURRENT SURVEY CONTROL
 OZ0754  ___________________________________________________________________
 OZ0754* NAD 83(1986)-  43 43 51.     (N)    115 35 54.     (W)     SCALED    
 OZ0754* NAVD 88     -      1109.421  (meters)    3639.83   (feet)  ADJUSTED  
 OZ0754  ___________________________________________________________________
 OZ0754  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 OZ0754  DYNAMIC HT  -        1108.812 (meters)    3637.83  (feet)  COMP
 OZ0754  MODELED GRAV-     980,034.6   (mgal)                       NAVD 88
 OZ0754
 OZ0754  VERT ORDER  -  SECOND    CLASS 0
 OZ0754
 OZ0754.The horizontal coordinates were scaled from a topographic map and have
 OZ0754.an estimated accuracy of +/- 6 seconds.
 OZ0754
 OZ0754.The orthometric height was determined by differential leveling
 OZ0754.and adjusted by the National Geodetic Survey in June 1991..
 OZ0754
 OZ0754.The geoid height was determined by GEOID03.
 OZ0754
 OZ0754.The dynamic height is computed by dividing the NAVD 88
 OZ0754.geopotential number by the normal gravity value computed on the
 OZ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0754.degrees latitude (g = 980.6199 gals.).
 OZ0754
 OZ0754.The modeled gravity was interpolated from observed gravity values.
 OZ0754
 OZ0754;                    North         East    Units  Estimated Accuracy
 OZ0754;SPC ID W     -   229,300.      812,220.      MT  (+/- 180 meters Scaled)
 OZ0754
 OZ0754                          SUPERSEDED SURVEY CONTROL
 OZ0754
 OZ0754  NGVD 29 (??/??/92) 1108.261  (m)         3636.02   (f) ADJ UNCH    2 0
 OZ0754
 OZ0754.Superseded values are not recommended for survey control.
 OZ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0754.See file dsdata.txt to determine how the superseded data were derived.
 OZ0754
 OZ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ128429(NAD 83)
 OZ0754_MARKER: DB = BENCH MARK DISK
 OZ0754_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0754_SP_SET: OUTCROP
 OZ0754_STAMPING: K 333 1950
 OZ0754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0754+STABILITY: POSITION/ELEVATION WELL
 OZ0754
 OZ0754  HISTORY     - Date     Condition        Report By
 OZ0754  HISTORY     - 1950     MONUMENTED       CGS
 OZ0754
 OZ0754                          STATION DESCRIPTION
 OZ0754
 OZ0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0754'8.3 MI NE FROM TWIN SPRINGS.
 OZ0754'8.3 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0754'POST OFFICE AT TWIN SPRINGS, 0.1 MILE NORTHEAST OF AN 18-INCH
 OZ0754'CORRUGATED METAL PIPE CULVERT, IN THE TOP OF AN OUTCROP, AT THE
 OZ0754'SOUTHWEST END OF A CUT, 29 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 OZ0754'THE ROAD, 3.2 FEET SOUTH OF THE SOUTH FACE OF A LARGE UNEMBEDDED
 OZ0754'BOULDER, ABOUT 2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE
 OZ0754'PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0352 ***********************************************************************
 OZ0352  DESIGNATION -  K 334
 OZ0352  PID         -  OZ0352
 OZ0352  STATE/COUNTY-  ID/ELMORE
 OZ0352  USGS QUAD   -  ATLANTA WEST (1972)
 OZ0352
 OZ0352                         *CURRENT SURVEY CONTROL
 OZ0352  ___________________________________________________________________
 OZ0352* NAD 83(1986)-  43 49 22.     (N)    115 14 02.     (W)     SCALED    
 OZ0352* NAVD 88     -      1482.609  (meters)    4864.19   (feet)  ADJUSTED  
 OZ0352  ___________________________________________________________________
 OZ0352  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 OZ0352  DYNAMIC HT  -        1481.757 (meters)    4861.40  (feet)  COMP
 OZ0352  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 OZ0352
 OZ0352  VERT ORDER  -  SECOND    CLASS 0
 OZ0352
 OZ0352.The horizontal coordinates were scaled from a topographic map and have
 OZ0352.an estimated accuracy of +/- 6 seconds.
 OZ0352
 OZ0352.The orthometric height was determined by differential leveling
 OZ0352.and adjusted by the National Geodetic Survey in June 1991..
 OZ0352
 OZ0352.The geoid height was determined by GEOID03.
 OZ0352
 OZ0352.The dynamic height is computed by dividing the NAVD 88
 OZ0352.geopotential number by the normal gravity value computed on the
 OZ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0352.degrees latitude (g = 980.6199 gals.).
 OZ0352
 OZ0352.The modeled gravity was interpolated from observed gravity values.
 OZ0352
 OZ0352;                    North         East    Units  Estimated Accuracy
 OZ0352;SPC ID W     -   239,630.      841,520.      MT  (+/- 180 meters Scaled)
 OZ0352
 OZ0352                          SUPERSEDED SURVEY CONTROL
 OZ0352
 OZ0352  NGVD 29 (??/??/92) 1481.383  (m)         4860.17   (f) ADJ UNCH    2 0
 OZ0352
 OZ0352.Superseded values are not recommended for survey control.
 OZ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0352.See file dsdata.txt to determine how the superseded data were derived.
 OZ0352
 OZ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ420537(NAD 83)
 OZ0352_MARKER: DB = BENCH MARK DISK
 OZ0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OZ0352_SP_SET: CULVERT
 OZ0352_STAMPING: K 334 1950
 OZ0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0352
 OZ0352  HISTORY     - Date     Condition        Report By
 OZ0352  HISTORY     - 1950     MONUMENTED       CGS
 OZ0352  HISTORY     - 1955     GOOD             NGS
 OZ0352
 OZ0352                          STATION DESCRIPTION
 OZ0352
 OZ0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0352'6.7 MI W FROM ATLANTA.
 OZ0352'6.7 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0352'OFFICE AT ATLANTA, ON THE OUTSIDE OF A SLIGHT CURVE, IN THE TOP OF AN
 OZ0352'OUTCROP, 65 YARDS EAST OF THE APPROXIMATE CENTER OF A SHARP BEND IN
 OZ0352'THE MIDDLE FORK BOISE RIVER, 128 FEET WEST OF THE CENTER OF THE SOUTH
 OZ0352'END OF A 36-INCH METAL PIPE CULVET, 37 FEET NORTHWEST OF A 12-INCH
 OZ0352'PINE TREE, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT
 OZ0352'LOWER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 OZ0352
 OZ0352                          STATION RECOVERY (1955)
 OZ0352
 OZ0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OZ0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0132 ***********************************************************************
 OZ0132  DESIGNATION -  K 335
 OZ0132  PID         -  OZ0132
 OZ0132  STATE/COUNTY-  ID/GOODING
 OZ0132  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0132
 OZ0132                         *CURRENT SURVEY CONTROL
 OZ0132  ___________________________________________________________________
 OZ0132* NAD 83(1986)-  43 04 23.     (N)    114 41 17.     (W)     SCALED    
 OZ0132* NAVD 88     -      1243.468  (meters)    4079.61   (feet)  ADJUSTED  
 OZ0132  ___________________________________________________________________
 OZ0132  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 OZ0132  DYNAMIC HT  -        1242.818 (meters)    4077.48  (feet)  COMP
 OZ0132  MODELED GRAV-     980,054.6   (mgal)                       NAVD 88
 OZ0132
 OZ0132  VERT ORDER  -  SECOND    CLASS 0
 OZ0132
 OZ0132.The horizontal coordinates were scaled from a topographic map and have
 OZ0132.an estimated accuracy of +/- 6 seconds.
 OZ0132
 OZ0132.The orthometric height was determined by differential leveling
 OZ0132.and adjusted by the National Geodetic Survey in June 1991..
 OZ0132
 OZ0132.The geoid height was determined by GEOID03.
 OZ0132
 OZ0132.The dynamic height is computed by dividing the NAVD 88
 OZ0132.geopotential number by the normal gravity value computed on the
 OZ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0132.degrees latitude (g = 980.6199 gals.).
 OZ0132
 OZ0132.The modeled gravity was interpolated from observed gravity values.
 OZ0132
 OZ0132;                    North         East    Units  Estimated Accuracy
 OZ0132;SPC ID C     -   156,440.      443,970.      MT  (+/- 180 meters Scaled)
 OZ0132
 OZ0132                          SUPERSEDED SURVEY CONTROL
 OZ0132
 OZ0132  NGVD 29 (??/??/92) 1242.539  (m)         4076.56   (f) ADJ UNCH    2 0
 OZ0132
 OZ0132.Superseded values are not recommended for survey control.
 OZ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0132.See file dsdata.txt to determine how the superseded data were derived.
 OZ0132
 OZ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH882715(NAD 83)
 OZ0132_MARKER: DB = BENCH MARK DISK
 OZ0132_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0132_SP_SET: OUTCROP
 OZ0132_STAMPING: K 335 1935
 OZ0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0132+STABILITY: POSITION/ELEVATION WELL
 OZ0132
 OZ0132  HISTORY     - Date     Condition        Report By
 OZ0132  HISTORY     - 1935     MONUMENTED       CGS
 OZ0132  HISTORY     - 1950     GOOD             NGS
 OZ0132
 OZ0132                          STATION DESCRIPTION
 OZ0132
 OZ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0132'10.2 MI N FROM GOODING.
 OZ0132'10.2 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0132'GOODING, 0.3 MILE SOUTH OF THE TOP OF A HILL, 0.2 MILE SOUTH OF A Y
 OZ0132'JUNCTION OF A TRACK ROAD LEADING NORTHEAST, 250 1/2 FEET SOUTHWEST OF
 OZ0132'THE CENTER OF THE WEST END OF AN 18-INCH CORRUGATED METAL PIPE
 OZ0132'CULVERT, 101 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 61 FEET EAST
 OZ0132'OF THE EAST EDGE OF A FIRE DITCH, IN THE TOP OF THE EAST EDGE OF AN
 OZ0132'OUTCROP, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0224 ***********************************************************************
 OZ0224  DESIGNATION -  K 336
 OZ0224  PID         -  OZ0224
 OZ0224  STATE/COUNTY-  ID/CAMAS
 OZ0224  USGS QUAD   -  MACON (1986)
 OZ0224
 OZ0224                         *CURRENT SURVEY CONTROL
 OZ0224  ___________________________________________________________________
 OZ0224* NAD 83(1986)-  43 22 15.     (N)    114 33 52.     (W)     SCALED    
 OZ0224* NAVD 88     -      1539.516  (meters)    5050.90   (feet)  ADJUSTED  
 OZ0224  ___________________________________________________________________
 OZ0224  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 OZ0224  DYNAMIC HT  -        1538.639 (meters)    5048.02  (feet)  COMP
 OZ0224  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 OZ0224
 OZ0224  VERT ORDER  -  SECOND    CLASS 0
 OZ0224
 OZ0224.The horizontal coordinates were scaled from a topographic map and have
 OZ0224.an estimated accuracy of +/- 6 seconds.
 OZ0224
 OZ0224.The orthometric height was determined by differential leveling
 OZ0224.and adjusted by the National Geodetic Survey in June 1991..
 OZ0224
 OZ0224.The geoid height was determined by GEOID03.
 OZ0224
 OZ0224.The dynamic height is computed by dividing the NAVD 88
 OZ0224.geopotential number by the normal gravity value computed on the
 OZ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0224.degrees latitude (g = 980.6199 gals.).
 OZ0224
 OZ0224.The modeled gravity was interpolated from observed gravity values.
 OZ0224
 OZ0224;                    North         East    Units  Estimated Accuracy
 OZ0224;SPC ID C     -   189,450.      454,260.      MT  (+/- 180 meters Scaled)
 OZ0224
 OZ0224                          SUPERSEDED SURVEY CONTROL
 OZ0224
 OZ0224  NGVD 29 (??/??/92) 1538.434  (m)         5047.35   (f) ADJ UNCH    2 0
 OZ0224
 OZ0224.Superseded values are not recommended for survey control.
 OZ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0224.See file dsdata.txt to determine how the superseded data were derived.
 OZ0224
 OZ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ973048(NAD 83)
 OZ0224_MARKER: DB = BENCH MARK DISK
 OZ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0224_STAMPING: K 336 1950
 OZ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0224+STABILITY: SURFACE MOTION
 OZ0224
 OZ0224  HISTORY     - Date     Condition        Report By
 OZ0224  HISTORY     - 1950     MONUMENTED       CGS
 OZ0224  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0224
 OZ0224                          STATION DESCRIPTION
 OZ0224
 OZ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0224'14.0 MI E FROM FAIRFIELD.
 OZ0224'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0224'THENCE 13.7 MILES EAST ALONG STATE HIGHWAY 22, ABOUT 100 YARDS EAST OF
 OZ0224'A WOODEN BRIDGE OVER WILLOW CREEK, 70.7 FEET SOUTHEAST OF THE
 OZ0224'SOUTHEAST CORNER OF A SMALL FARMHOUSE, 56.3 FEET NORTHWEST OF AND
 OZ0224'ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A STOCK SHED, 26 1/2 FEET
 OZ0224'EAST OF A FENCE CORNER POST, 23 FEET NORTH OF THE CENTER LINE OF THE
 OZ0224'HIGHWAY, 4.4 FEET NORTHWEST OF A TELEPHONE POLE, 4.0 FEET SOUTH OF A
 OZ0224'FENCE, 2.1 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 OZ0224'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 OZ0224'GROUND.
 OZ0224
 OZ0224                          STATION RECOVERY (1981)
 OZ0224
 OZ0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0248 ***********************************************************************
 OZ0248  DESIGNATION -  K 337
 OZ0248  PID         -  OZ0248
 OZ0248  STATE/COUNTY-  ID/CAMAS
 OZ0248  USGS QUAD   -  FAIRFIELD (1986)
 OZ0248
 OZ0248                         *CURRENT SURVEY CONTROL
 OZ0248  ___________________________________________________________________
 OZ0248* NAD 83(1986)-  43 20 27.     (N)    114 47 29.     (W)     SCALED    
 OZ0248* NAVD 88     -      1542.081  (meters)    5059.31   (feet)  ADJUSTED  
 OZ0248  ___________________________________________________________________
 OZ0248  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OZ0248  DYNAMIC HT  -        1541.190 (meters)    5056.39  (feet)  COMP
 OZ0248  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 OZ0248
 OZ0248  VERT ORDER  -  SECOND    CLASS 0
 OZ0248
 OZ0248.The horizontal coordinates were scaled from a topographic map and have
 OZ0248.an estimated accuracy of +/- 6 seconds.
 OZ0248
 OZ0248.The orthometric height was determined by differential leveling
 OZ0248.and adjusted by the National Geodetic Survey in June 1991..
 OZ0248
 OZ0248.The geoid height was determined by GEOID03.
 OZ0248
 OZ0248.The dynamic height is computed by dividing the NAVD 88
 OZ0248.geopotential number by the normal gravity value computed on the
 OZ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0248.degrees latitude (g = 980.6199 gals.).
 OZ0248
 OZ0248.The modeled gravity was interpolated from observed gravity values.
 OZ0248
 OZ0248;                    North         East    Units  Estimated Accuracy
 OZ0248;SPC ID C     -   186,270.      435,830.      MT  (+/- 180 meters Scaled)
 OZ0248
 OZ0248                          SUPERSEDED SURVEY CONTROL
 OZ0248
 OZ0248  NGVD 29 (??/??/92) 1541.000  (m)         5055.76   (f) ADJ UNCH    2 0
 OZ0248
 OZ0248.Superseded values are not recommended for survey control.
 OZ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0248.See file dsdata.txt to determine how the superseded data were derived.
 OZ0248
 OZ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ790010(NAD 83)
 OZ0248_MARKER: DB = BENCH MARK DISK
 OZ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0248_STAMPING: K 337 1950
 OZ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0248+STABILITY: SURFACE MOTION
 OZ0248
 OZ0248  HISTORY     - Date     Condition        Report By
 OZ0248  HISTORY     - 1950     MONUMENTED       CGS
 OZ0248  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0248
 OZ0248                          STATION DESCRIPTION
 OZ0248
 OZ0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0248'0.4 MI S FROM FAIRFIELD.
 OZ0248'0.4 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0248'AT CAMAS COUNTY AIRPORT, 10.3 FEET EAST OF THE EAST END OF THE NORTH
 OZ0248'DOOR OF THE HANGAR, 2.2 FEET WEST OF THE WEST EDGE OF THE CONCRETE
 OZ0248'STEP AT ENTRANCE TO OFFICE, 1.6 FEET NORTH OF THE NORTH WALL OF THE
 OZ0248'BUILDING, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OZ0248
 OZ0248                          STATION RECOVERY (1981)
 OZ0248
 OZ0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0385 ***********************************************************************
 OZ0385  DESIGNATION -  K 338
 OZ0385  PID         -  OZ0385
 OZ0385  STATE/COUNTY-  ID/ELMORE
 OZ0385  USGS QUAD   -  PHIFER CREEK (1972)
 OZ0385
 OZ0385                         *CURRENT SURVEY CONTROL
 OZ0385  ___________________________________________________________________
 OZ0385* NAD 83(1986)-  43 49 55.     (N)    115 21 30.     (W)     SCALED    
 OZ0385* NAVD 88     -      1390.707  (meters)    4562.68   (feet)  ADJUSTED  
 OZ0385  ___________________________________________________________________
 OZ0385  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 OZ0385  DYNAMIC HT  -        1389.955 (meters)    4560.21  (feet)  COMP
 OZ0385  MODELED GRAV-     980,031.0   (mgal)                       NAVD 88
 OZ0385
 OZ0385  VERT ORDER  -  SECOND    CLASS 0
 OZ0385
 OZ0385.The horizontal coordinates were scaled from a topographic map and have
 OZ0385.an estimated accuracy of +/- 6 seconds.
 OZ0385
 OZ0385.The orthometric height was determined by differential leveling
 OZ0385.and adjusted by the National Geodetic Survey in June 1991..
 OZ0385
 OZ0385.The geoid height was determined by GEOID03.
 OZ0385
 OZ0385.The dynamic height is computed by dividing the NAVD 88
 OZ0385.geopotential number by the normal gravity value computed on the
 OZ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0385.degrees latitude (g = 980.6199 gals.).
 OZ0385
 OZ0385.The modeled gravity was interpolated from observed gravity values.
 OZ0385
 OZ0385;                    North         East    Units  Estimated Accuracy
 OZ0385;SPC ID W     -   240,600.      831,500.      MT  (+/- 180 meters Scaled)
 OZ0385
 OZ0385                          SUPERSEDED SURVEY CONTROL
 OZ0385
 OZ0385  NGVD 29 (??/??/92) 1389.526  (m)         4558.80   (f) ADJ UNCH    2 0
 OZ0385
 OZ0385.Superseded values are not recommended for survey control.
 OZ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0385.See file dsdata.txt to determine how the superseded data were derived.
 OZ0385
 OZ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ319545(NAD 83)
 OZ0385_MARKER: DB = BENCH MARK DISK
 OZ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0385_STAMPING: K 338 1950
 OZ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0385+STABILITY: SURFACE MOTION
 OZ0385
 OZ0385  HISTORY     - Date     Condition        Report By
 OZ0385  HISTORY     - 1950     MONUMENTED       CGS
 OZ0385
 OZ0385                          STATION DESCRIPTION
 OZ0385
 OZ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0385'16.1 MI W FROM ATLANTA.
 OZ0385'15.2 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0385'OFFICE AT ATLANTA, THENCE 0.9 MILE NORTH ALONG A GRADED FOREST SERVICE
 OZ0385'ROAD, 7.2 MILES SOUTH OF THE DEER PARK GUARD STATION, 0.4 MILE NORTH
 OZ0385'OF THE MOUTH OF SWANHOLM CREEK, 0.25 MILE NORTH OF THE JUNCTION OF A
 OZ0385'DIRT ROAD LEADING NORTHEAST TO THE WEATHERBY MILL, ABOUT 136 YARDS
 OZ0385'SOUTHEAST OF THE APPROXIMATE CENTER OF A CURVE, 34 FEET NORTHEAST OF
 OZ0385'THE CENTER LINE OF THE ROAD, 20 FEET SOUTHEAST OF A CROOKED PINE TREE,
 OZ0385'ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OZ0385'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0227 ***********************************************************************
 NV0227  DESIGNATION -  K 339
 NV0227  PID         -  NV0227
 NV0227  STATE/COUNTY-  ID/GOODING
 NV0227  USGS QUAD   -  GOODING (1992)
 NV0227
 NV0227                         *CURRENT SURVEY CONTROL
 NV0227  ___________________________________________________________________
 NV0227* NAD 83(1986)-  42 56 09.     (N)    114 42 45.     (W)     SCALED    
 NV0227* NAVD 88     -      1089.087  (meters)    3573.11   (feet)  ADJUSTED  
 NV0227  ___________________________________________________________________
 NV0227  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 NV0227  DYNAMIC HT  -        1088.558 (meters)    3571.38  (feet)  COMP
 NV0227  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 NV0227
 NV0227  VERT ORDER  -  FIRST     CLASS II
 NV0227
 NV0227.The horizontal coordinates were scaled from a topographic map and have
 NV0227.an estimated accuracy of +/- 6 seconds.
 NV0227
 NV0227.The orthometric height was determined by differential leveling
 NV0227.and adjusted by the National Geodetic Survey in June 1991..
 NV0227
 NV0227.The geoid height was determined by GEOID03.
 NV0227
 NV0227.The dynamic height is computed by dividing the NAVD 88
 NV0227.geopotential number by the normal gravity value computed on the
 NV0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0227.degrees latitude (g = 980.6199 gals.).
 NV0227
 NV0227.The modeled gravity was interpolated from observed gravity values.
 NV0227
 NV0227;                    North         East    Units  Estimated Accuracy
 NV0227;SPC ID C     -   141,220.      441,850.      MT  (+/- 180 meters Scaled)
 NV0227
 NV0227                          SUPERSEDED SURVEY CONTROL
 NV0227
 NV0227  NGVD 29 (??/??/92) 1088.233  (m)         3570.31   (f) ADJ UNCH    1 2
 NV0227
 NV0227.Superseded values are not recommended for survey control.
 NV0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0227.See file dsdata.txt to determine how the superseded data were derived.
 NV0227
 NV0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH866562(NAD 83)
 NV0227_MARKER: DB = BENCH MARK DISK
 NV0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0227_SP_SET: LANDING
 NV0227_STAMPING: K 339 1950
 NV0227_MARK LOGO: CGS   
 NV0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0227
 NV0227  HISTORY     - Date     Condition        Report By
 NV0227  HISTORY     - 1950     MONUMENTED       CGS
 NV0227  HISTORY     - 1983     GOOD             NGS
 NV0227
 NV0227                          STATION DESCRIPTION
 NV0227
 NV0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 NV0227'IN GOODING.
 NV0227'AT THE GRADE SCHOOL IN GOODING, AT THE MAIN (WEST) ENTRANCE, IN THE
 NV0227'TOP OF THE CONCRETE LANDING, 7 1/2 FEET SOUTH OF THE APPROXIMATE
 NV0227'CENTER OF THE ENTRANCE, 0.5 FOOT WEST OF THE WEST WALL, AND 1 FOOT
 NV0227'HIGHER THAN THE SIDEWALK.
 NV0227
 NV0227                          STATION RECOVERY (1983)
 NV0227
 NV0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0447 ***********************************************************************
 OY0447  DESIGNATION -  K 34
 OY0447  PID         -  OY0447
 OY0447  STATE/COUNTY-  ID/BUTTE
 OY0447  USGS QUAD   -  RICHARD BUTTE (1969)
 OY0447
 OY0447                         *CURRENT SURVEY CONTROL
 OY0447  ___________________________________________________________________
 OY0447* NAD 83(1986)-  43 55 27.     (N)    112 45 33.     (W)     SCALED    
 OY0447* NAVD 88     -      1512.874  (meters)    4963.49   (feet)  ADJUSTED  
 OY0447  ___________________________________________________________________
 OY0447  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 OY0447  DYNAMIC HT  -        1512.127 (meters)    4961.04  (feet)  COMP
 OY0447  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 OY0447
 OY0447  VERT ORDER  -  SECOND    CLASS 0
 OY0447
 OY0447.The horizontal coordinates were scaled from a topographic map and have
 OY0447.an estimated accuracy of +/- 6 seconds.
 OY0447
 OY0447.The orthometric height was determined by differential leveling
 OY0447.and adjusted by the National Geodetic Survey in June 1991..
 OY0447
 OY0447.The geoid height was determined by GEOID03.
 OY0447
 OY0447.The dynamic height is computed by dividing the NAVD 88
 OY0447.geopotential number by the normal gravity value computed on the
 OY0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0447.degrees latitude (g = 980.6199 gals.).
 OY0447
 OY0447.The modeled gravity was interpolated from observed gravity values.
 OY0447
 OY0447;                    North         East    Units  Estimated Accuracy
 OY0447;SPC ID C     -   251,520.      599,640.      MT  (+/- 180 meters Scaled)
 OY0447
 OY0447                          SUPERSEDED SURVEY CONTROL
 OY0447
 OY0447  NGVD 29 (??/??/92) 1511.795  (m)         4959.95   (f) ADJ UNCH    2 0
 OY0447
 OY0447.Superseded values are not recommended for survey control.
 OY0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0447.See file dsdata.txt to determine how the superseded data were derived.
 OY0447
 OY0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP587649(NAD 83)
 OY0447_MARKER: DB = BENCH MARK DISK
 OY0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0447_STAMPING: K 34 1934
 OY0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0447+STABILITY: SURFACE MOTION
 OY0447
 OY0447  HISTORY     - Date     Condition        Report By
 OY0447  HISTORY     - 1934     MONUMENTED       CGS
 OY0447  HISTORY     - 1969     GOOD             USGS
 OY0447
 OY0447                          STATION DESCRIPTION
 OY0447
 OY0447'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 OY0447'19.7 MI ENE FROM HOWE.
 OY0447'17.9 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 22 FROM THE P.O. IN
 OY0447'HOWE TO A ROAD AT RIGHT.  TURN RIGHT TRAVELING EAST 0.85 MILES TO ROAD
 OY0447'FORK AND OLD SIGN POST.  TURN LEFT AND FOLLOW ROAD 0.20 MILES TO BM ON
 OY0447'RIGHT.  BM IS 45 FEET SOUTH OF THE ROAD, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0386 ***********************************************************************
 NT0386  DESIGNATION -  K 340
 NT0386  PID         -  NT0386
 NT0386  STATE/COUNTY-  ID/FRANKLIN
 NT0386  USGS QUAD   -  WESTON (1969)
 NT0386
 NT0386                         *CURRENT SURVEY CONTROL
 NT0386  ___________________________________________________________________
 NT0386* NAD 83(1986)-  42 06 27.     (N)    111 58 26.     (W)     SCALED    
 NT0386* NAVD 88     -      1447.904  (meters)    4750.33   (feet)  ADJUSTED  
 NT0386  ___________________________________________________________________
 NT0386  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NT0386  DYNAMIC HT  -        1446.914 (meters)    4747.08  (feet)  COMP
 NT0386  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 NT0386  OBS GRAVITY -     979,886.9   (mgal)                       GRAV_OBS
 NT0386
 NT0386  VERT ORDER  -  FIRST     CLASS I
 NT0386
 NT0386.The horizontal coordinates were scaled from a topographic map and have
 NT0386.an estimated accuracy of +/- 6 seconds.
 NT0386
 NT0386.The orthometric height was determined by differential leveling
 NT0386.and adjusted by the National Geodetic Survey in June 1991..
 NT0386
 NT0386.The geoid height was determined by GEOID03.
 NT0386
 NT0386.The dynamic height is computed by dividing the NAVD 88
 NT0386.geopotential number by the normal gravity value computed on the
 NT0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0386.degrees latitude (g = 980.6199 gals.).
 NT0386
 NT0386.The modeled gravity was interpolated from observed gravity values.
 NT0386.The observed gravity was obtained from relative gravimeter ties
 NT0386.to the IGSN71 gravity network.
 NT0386
 NT0386;                    North         East    Units  Estimated Accuracy
 NT0386;SPC ID E     -    48,980.      215,940.      MT  (+/- 180 meters Scaled)
 NT0386
 NT0386                          SUPERSEDED SURVEY CONTROL
 NT0386
 NT0386  NGVD 29 (??/??/92) 1446.844  (m)         4746.85   (f) ADJ UNCH    1 1
 NT0386
 NT0386.Superseded values are not recommended for survey control.
 NT0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0386.See file dsdata.txt to determine how the superseded data were derived.
 NT0386
 NT0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM194621(NAD 83)
 NT0386_MARKER: DB = BENCH MARK DISK
 NT0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0386_SP_SET: CULVERT
 NT0386_STAMPING: K 340 1951
 NT0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0386
 NT0386  HISTORY     - Date     Condition        Report By
 NT0386  HISTORY     - 1951     MONUMENTED       CGS
 NT0386  HISTORY     - 1967     GOOD             NGS
 NT0386
 NT0386                          STATION DESCRIPTION
 NT0386
 NT0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0386'1.3 MI SE FROM DAYTON.
 NT0386'1.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING
 NT0386'SIGN AND MILEPOLE 71 AT DAYTON, 0.1 MILE EAST ALONG AN ASPHALT ROAD
 NT0386'FROM THE TRACK, AT THE CROSSING OF A LARGE CANAL, IN THE TOP AND 1.1
 NT0386'FEET EAST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A LARGE
 NT0386'CONCRETE BOX CULVERT, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NT0386'AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0295 ***********************************************************************
 NT0295  DESIGNATION -  K 341
 NT0295  PID         -  NT0295
 NT0295  STATE/COUNTY-  ID/FRANKLIN
 NT0295  USGS QUAD   -  RIVERDALE (1980)
 NT0295
 NT0295                         *CURRENT SURVEY CONTROL
 NT0295  ___________________________________________________________________
 NT0295* NAD 83(1986)-  42 12 03.     (N)    111 45 48.     (W)     SCALED    
 NT0295* NAVD 88     -      1433.833  (meters)    4704.17   (feet)  ADJUSTED  
 NT0295  ___________________________________________________________________
 NT0295  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 NT0295  DYNAMIC HT  -        1432.863 (meters)    4700.98  (feet)  COMP
 NT0295  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 NT0295
 NT0295  VERT ORDER  -  SECOND    CLASS 0
 NT0295
 NT0295.The horizontal coordinates were scaled from a topographic map and have
 NT0295.an estimated accuracy of +/- 6 seconds.
 NT0295
 NT0295.The orthometric height was determined by differential leveling
 NT0295.and adjusted by the National Geodetic Survey in June 1991..
 NT0295
 NT0295.The geoid height was determined by GEOID03.
 NT0295
 NT0295.The dynamic height is computed by dividing the NAVD 88
 NT0295.geopotential number by the normal gravity value computed on the
 NT0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0295.degrees latitude (g = 980.6199 gals.).
 NT0295
 NT0295.The modeled gravity was interpolated from observed gravity values.
 NT0295
 NT0295;                    North         East    Units  Estimated Accuracy
 NT0295;SPC ID E     -    59,410.      233,310.      MT  (+/- 180 meters Scaled)
 NT0295
 NT0295                          SUPERSEDED SURVEY CONTROL
 NT0295
 NT0295  NGVD 29 (??/??/92) 1432.787  (m)         4700.74   (f) ADJ UNCH    2 0
 NT0295
 NT0295.Superseded values are not recommended for survey control.
 NT0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0295.See file dsdata.txt to determine how the superseded data were derived.
 NT0295
 NT0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM369723(NAD 83)
 NT0295_MARKER: DB = BENCH MARK DISK
 NT0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0295_STAMPING: K 341 1951
 NT0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0295+STABILITY: SURFACE MOTION
 NT0295
 NT0295  HISTORY     - Date     Condition        Report By
 NT0295  HISTORY     - 1951     MONUMENTED       CGS
 NT0295  HISTORY     - 1971     GOOD             USGS
 NT0295
 NT0295                          STATION DESCRIPTION
 NT0295
 NT0295'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0295'1 MI N FROM PRESTON.
 NT0295'1 MI N ALONG US HWY 91 FROM THE COURT HOUSE AT PRESTON, THENCE 5.4 MI
 NT0295'NE ALONG STATE HWY 34, THENCE 4.7 MI NE ALONG STATE HWY 36 (0.1 MI NE
 NT0295'OF A BRIDGE OVER MINK CREEK), THENCE 0.2 MI SW ALONG THE OLD HIGHWAY,
 NT0295'AT A BEND OF THE ROAD, NEAR THE EASTERN END OF A FLAT AND GRASSY AREA,
 NT0295'38 FT SE OF THE CENTER LINE OF THE ROAD, 1.7 FOOT NORTHEAST OF A
 NT0295'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 NT0295'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0396 ***********************************************************************
 NT0396  DESIGNATION -  K 342
 NT0396  PID         -  NT0396
 NT0396  STATE/COUNTY-  ID/FRANKLIN
 NT0396  USGS QUAD   -  WESTON (1969)
 NT0396
 NT0396                         *CURRENT SURVEY CONTROL
 NT0396  ___________________________________________________________________
 NT0396* NAD 83(1986)-  42 01 38.     (N)    111 57 27.     (W)     SCALED    
 NT0396* NAVD 88     -      1393.098  (meters)    4570.52   (feet)  ADJUSTED  
 NT0396  ___________________________________________________________________
 NT0396  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 NT0396  DYNAMIC HT  -        1392.137 (meters)    4567.37  (feet)  COMP
 NT0396  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 NT0396
 NT0396  VERT ORDER  -  FIRST     CLASS I
 NT0396
 NT0396.The horizontal coordinates were scaled from a topographic map and have
 NT0396.an estimated accuracy of +/- 6 seconds.
 NT0396
 NT0396.The orthometric height was determined by differential leveling
 NT0396.and adjusted by the National Geodetic Survey in June 1991..
 NT0396
 NT0396.The geoid height was determined by GEOID03.
 NT0396
 NT0396.The dynamic height is computed by dividing the NAVD 88
 NT0396.geopotential number by the normal gravity value computed on the
 NT0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0396.degrees latitude (g = 980.6199 gals.).
 NT0396
 NT0396.The modeled gravity was interpolated from observed gravity values.
 NT0396
 NT0396;                    North         East    Units  Estimated Accuracy
 NT0396;SPC ID E     -    40,070.      217,320.      MT  (+/- 180 meters Scaled)
 NT0396
 NT0396                          SUPERSEDED SURVEY CONTROL
 NT0396
 NT0396  NGVD 29 (??/??/92) 1392.041  (m)         4567.05   (f) ADJ UNCH    1 1
 NT0396
 NT0396.Superseded values are not recommended for survey control.
 NT0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0396.See file dsdata.txt to determine how the superseded data were derived.
 NT0396
 NT0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM207532(NAD 83)
 NT0396_MARKER: DB = BENCH MARK DISK
 NT0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0396_SP_SET: CULVERT
 NT0396_STAMPING: K 342 1951
 NT0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0396
 NT0396  HISTORY     - Date     Condition        Report By
 NT0396  HISTORY     - 1951     MONUMENTED       CGS
 NT0396  HISTORY     - 1967     GOOD             NGS
 NT0396
 NT0396                          STATION DESCRIPTION
 NT0396
 NT0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NT0396'0.75 MI S FROM WESTON.
 NT0396'0.75 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE SIDING SIGN
 NT0396'AT WESTON, ABOUT 3 1/4 POLES NORTH OF MILEPOLE 64.25, IN THE TOP OF
 NT0396'THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A LARGE ARCH CULVERT
 NT0396'OVER WESTON CREEK, 25.9 FEET WEST OF THE WEST RAIL, 0.7 FOOT SOUTH OF
 NT0396'THE NORTH END OF THE HEAD WALL, AND ABOUT 20 FEET LOWER THAN THE
 NT0396'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0507 ***********************************************************************
 OX0507  DESIGNATION -  K 343
 OX0507  PID         -  OX0507
 OX0507  STATE/COUNTY-  ID/FREMONT
 OX0507  USGS QUAD   -  NEWDALE (1979)
 OX0507
 OX0507                         *CURRENT SURVEY CONTROL
 OX0507  ___________________________________________________________________
 OX0507* NAD 83(1986)-  43 55 17.     (N)    111 37 02.     (W)     SCALED    
 OX0507* NAVD 88     -      1523.256  (meters)    4997.55   (feet)  POSTED    
 OX0507  ___________________________________________________________________
 OX0507  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 OX0507  DYNAMIC HT  -        1522.470 (meters)    4994.97  (feet)  COMP
 OX0507  MODELED GRAV-     980,048.0   (mgal)                       NAVD 88
 OX0507
 OX0507  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OX0507
 OX0507.The horizontal coordinates were scaled from a topographic map and have
 OX0507.an estimated accuracy of +/- 6 seconds.
 OX0507
 OX0507.The orthometric height was determined by differential leveling
 OX0507.and adjusted by the National Geodetic Survey in 1992..
 OX0507.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OX0507.rate of 1.1 thru 2.0 mm/km.
 OX0507
 OX0507.The geoid height was determined by GEOID03.
 OX0507
 OX0507.The dynamic height is computed by dividing the NAVD 88
 OX0507.geopotential number by the normal gravity value computed on the
 OX0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0507.degrees latitude (g = 980.6199 gals.).
 OX0507
 OX0507.The modeled gravity was interpolated from observed gravity values.
 OX0507
 OX0507;                    North         East    Units  Estimated Accuracy
 OX0507;SPC ID E     -   250,610.      244,130.      MT  (+/- 180 meters Scaled)
 OX0507
 OX0507                          SUPERSEDED SURVEY CONTROL
 OX0507
 OX0507  NGVD 29 (??/??/92) 1522.184  (m)         4994.03   (f) ADJ UNCH    2 0
 OX0507
 OX0507.Superseded values are not recommended for survey control.
 OX0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0507.See file dsdata.txt to determine how the superseded data were derived.
 OX0507
 OX0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP504633(NAD 83)
 OX0507_MARKER: DB = BENCH MARK DISK
 OX0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0507_SP_SET: ABUTMENT
 OX0507_STAMPING: K 343 1951
 OX0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0507
 OX0507  HISTORY     - Date     Condition        Report By
 OX0507  HISTORY     - 1951     MONUMENTED       CGS
 OX0507  HISTORY     - 20060412 MARK NOT FOUND   IDTD
 OX0507
 OX0507                          STATION DESCRIPTION
 OX0507
 OX0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0507'2.6 MI N FROM NEWDALE.
 OX0507'ABOUT 2.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0507'STATION AT NEWDALE, ON THE TOP AND AT THE SOUTHWEST END OF THE
 OX0507'NORTHWEST CONCRETE ABUTMENT OF THE LARGE BRIDGE OVER THE TETON RIVER,
 OX0507'10.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET LOWER THAN THE
 OX0507'TRACK.
 OX0507
 OX0507                          STATION RECOVERY (2006)
 OX0507
 OX0507'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (JCH)
 OX0507'THE CONCRETE ABUTMENT WHERE THE MARK WAS SET IN 1951 WASHED DOWNSTREAM
 OX0507'DURING THE TETON RIVER FLOOD OF 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0297 ***********************************************************************
 OX0297  DESIGNATION -  K 344
 OX0297  PID         -  OX0297
 OX0297  STATE/COUNTY-  ID/TETON
 OX0297  USGS QUAD   -  TETONIA (1965)
 OX0297
 OX0297                         *CURRENT SURVEY CONTROL
 OX0297  ___________________________________________________________________
 OX0297* NAD 83(1986)-  43 49 30.     (N)    111 10 51.     (W)     SCALED    
 OX0297* NAVD 88     -      1829.418  (meters)    6002.02   (feet)  POSTED    
 OX0297  ___________________________________________________________________
 OX0297  GEOID HEIGHT-          -9.98  (meters)                     GEOID03
 OX0297  DYNAMIC HT  -        1828.310 (meters)    5998.38  (feet)  COMP
 OX0297  MODELED GRAV-     979,949.2   (mgal)                       NAVD 88
 OX0297
 OX0297  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0297
 OX0297.The horizontal coordinates were scaled from a topographic map and have
 OX0297.an estimated accuracy of +/- 6 seconds.
 OX0297
 OX0297.The orthometric height was determined by differential leveling
 OX0297.and adjusted by the National Geodetic Survey in 1992..
 OX0297.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0297.rate of 0.0 thru 1.0 mm/km.
 OX0297
 OX0297.The geoid height was determined by GEOID03.
 OX0297
 OX0297.The dynamic height is computed by dividing the NAVD 88
 OX0297.geopotential number by the normal gravity value computed on the
 OX0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0297.degrees latitude (g = 980.6199 gals.).
 OX0297
 OX0297.The modeled gravity was interpolated from observed gravity values.
 OX0297
 OX0297;                    North         East    Units  Estimated Accuracy
 OX0297;SPC ID E     -   240,220.      279,300.      MT  (+/- 180 meters Scaled)
 OX0297
 OX0297                          SUPERSEDED SURVEY CONTROL
 OX0297
 OX0297  NGVD 29 (??/??/92) 1828.198  (m)         5998.01   (f) ADJ UNCH    2 0
 OX0297
 OX0297.Superseded values are not recommended for survey control.
 OX0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0297.See file dsdata.txt to determine how the superseded data were derived.
 OX0297
 OX0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP854524(NAD 83)
 OX0297_MARKER: DB = BENCH MARK DISK
 OX0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0297_STAMPING: K 344 1951
 OX0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0297+STABILITY: SURFACE MOTION
 OX0297
 OX0297  HISTORY     - Date     Condition        Report By
 OX0297  HISTORY     - 1951     MONUMENTED       CGS
 OX0297
 OX0297                          STATION DESCRIPTION
 OX0297
 OX0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0297'1.4 MI NW FROM TETONIA.
 OX0297'0.7 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0297'TETONIA, THENCE 0.7 MILE WEST ALONG U. S. HIGHWAY 20, AT THE T
 OX0297'JUNCTION OF STATE HIGHWAY 32, 68 FEET WEST OF THE CENTER LINE OF THE
 OX0297'STATE HIGHWAY, 48 1/2 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 OX0297'20, 9 FEET WEST OF A POWER LINE POLE, 1.4 FEET SOUTH OF A FENCE, 2
 OX0297'FEET EAST OF WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY, AND SET
 OX0297'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0414 ***********************************************************************
 RZ0414  DESIGNATION -  K 345
 RZ0414  PID         -  RZ0414
 RZ0414  STATE/COUNTY-  ID/LATAH
 RZ0414  USGS QUAD   -  TROY (1975)
 RZ0414
 RZ0414                         *CURRENT SURVEY CONTROL
 RZ0414  ___________________________________________________________________
 RZ0414* NAD 83(1986)-  46 43 10.     (N)    116 50 21.     (W)     SCALED    
 RZ0414* NAVD 88     -       833.331  (meters)    2734.02   (feet)  ADJUSTED  
 RZ0414  ___________________________________________________________________
 RZ0414  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 RZ0414  DYNAMIC HT  -         833.267 (meters)    2733.81  (feet)  COMP
 RZ0414  MODELED GRAV-     980,509.3   (mgal)                       NAVD 88
 RZ0414
 RZ0414  VERT ORDER  -  SECOND    CLASS 0
 RZ0414
 RZ0414.The horizontal coordinates were scaled from a topographic map and have
 RZ0414.an estimated accuracy of +/- 6 seconds.
 RZ0414
 RZ0414.The orthometric height was determined by differential leveling
 RZ0414.and adjusted by the National Geodetic Survey in June 1991..
 RZ0414
 RZ0414.The geoid height was determined by GEOID03.
 RZ0414
 RZ0414.The dynamic height is computed by dividing the NAVD 88
 RZ0414.geopotential number by the normal gravity value computed on the
 RZ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0414.degrees latitude (g = 980.6199 gals.).
 RZ0414
 RZ0414.The modeled gravity was interpolated from observed gravity values.
 RZ0414
 RZ0414;                    North         East    Units  Estimated Accuracy
 RZ0414;SPC ID W     -   561,980.      716,740.      MT  (+/- 180 meters Scaled)
 RZ0414
 RZ0414                          SUPERSEDED SURVEY CONTROL
 RZ0414
 RZ0414  NGVD 29 (??/??/92)  832.232  (m)         2730.41   (f) ADJ UNCH    2 0
 RZ0414
 RZ0414.Superseded values are not recommended for survey control.
 RZ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0414.See file dsdata.txt to determine how the superseded data were derived.
 RZ0414
 RZ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM122740(NAD 83)
 RZ0414_MARKER: DB = BENCH MARK DISK
 RZ0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0414_SP_SET: CURB
 RZ0414_STAMPING: K 345 1952
 RZ0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0414
 RZ0414  HISTORY     - Date     Condition        Report By
 RZ0414  HISTORY     - 1952     MONUMENTED       CGS
 RZ0414
 RZ0414                          STATION DESCRIPTION
 RZ0414
 RZ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0414'4.0 MI W FROM TROY.
 RZ0414'4.0 MILES WEST ALONG STATE HIGHWAY 8 FROM THE BANK BUILDING AT TROY,
 RZ0414'AT A HIGHWAY OVERPASS, IN THE TOP OF THE SOUTHEAST CONCRETE CURB OF
 RZ0414'THE GUARD RAIL, 12 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RZ0414'7.8 FEET SOUTHWEST OF THE NORTHEAST END OF THE GUARD RAIL, AND ABOUT
 RZ0414'1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0463 ***********************************************************************
 RZ0463  DESIGNATION -  K 346
 RZ0463  PID         -  RZ0463
 RZ0463  STATE/COUNTY-  ID/LATAH
 RZ0463  USGS QUAD   -  GENESEE (1990)
 RZ0463
 RZ0463                         *CURRENT SURVEY CONTROL
 RZ0463  ___________________________________________________________________
 RZ0463* NAD 83(1986)-  46 32 59.     (N)    116 55 14.     (W)     SCALED    
 RZ0463* NAVD 88     -       811.403  (meters)    2662.08   (feet)  ADJUSTED  
 RZ0463  ___________________________________________________________________
 RZ0463  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 RZ0463  DYNAMIC HT  -         811.338 (meters)    2661.86  (feet)  COMP
 RZ0463  MODELED GRAV-     980,507.2   (mgal)                       NAVD 88
 RZ0463
 RZ0463  VERT ORDER  -  SECOND    CLASS 0
 RZ0463
 RZ0463.The horizontal coordinates were scaled from a topographic map and have
 RZ0463.an estimated accuracy of +/- 6 seconds.
 RZ0463
 RZ0463.The orthometric height was determined by differential leveling
 RZ0463.and adjusted by the National Geodetic Survey in June 1991..
 RZ0463
 RZ0463.The geoid height was determined by GEOID03.
 RZ0463
 RZ0463.The dynamic height is computed by dividing the NAVD 88
 RZ0463.geopotential number by the normal gravity value computed on the
 RZ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0463.degrees latitude (g = 980.6199 gals.).
 RZ0463
 RZ0463.The modeled gravity was interpolated from observed gravity values.
 RZ0463
 RZ0463;                    North         East    Units  Estimated Accuracy
 RZ0463;SPC ID W     -   543,210.      710,230.      MT  (+/- 180 meters Scaled)
 RZ0463
 RZ0463                          SUPERSEDED SURVEY CONTROL
 RZ0463
 RZ0463  NGVD 29 (??/??/92)  810.328  (m)         2658.55   (f) ADJ UNCH    2 0
 RZ0463
 RZ0463.Superseded values are not recommended for survey control.
 RZ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0463.See file dsdata.txt to determine how the superseded data were derived.
 RZ0463
 RZ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM060551(NAD 83)
 RZ0463_MARKER: DB = BENCH MARK DISK
 RZ0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0463_SP_SET: CULVERT
 RZ0463_STAMPING: K 346 1952
 RZ0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0463
 RZ0463  HISTORY     - Date     Condition        Report By
 RZ0463  HISTORY     - 1952     MONUMENTED       CGS
 RZ0463
 RZ0463                          STATION DESCRIPTION
 RZ0463
 RZ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0463'0.1 MI E FROM GENESEE.
 RZ0463'0.1 MILE EAST ALONG THE OLD U.S. HIGHWAY FROM THE NORTHERN PACIFIC
 RZ0463'RAILWAY STATION AT GENESEE, AT A SHARP TURN IN THE HIGHWAY, AT THE
 RZ0463'JUNCTION OF A ROAD LEADING EAST TO JULIAETTA, IN THE TOP OF THE
 RZ0463'APPROXIMATE CENTER OF THE NORTH CONCRETE HEAD WALL OF A 36-INCH
 RZ0463'CORRUGATED METAL PIPE CULVERT UNDER THE ROAD, 70 FEET EAST OF THE
 RZ0463'CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF THE CENTER LINE OF THE
 RZ0463'ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0705 ***********************************************************************
 OH0705  DESIGNATION -  K 347
 OH0705  PID         -  OH0705
 OH0705  STATE/COUNTY-  ID/CANYON
 OH0705  USGS QUAD   -  WILDER (1971)
 OH0705
 OH0705                         *CURRENT SURVEY CONTROL
 OH0705  ___________________________________________________________________
 OH0705* NAD 83(1986)-  43 44 05.     (N)    116 56 32.     (W)     SCALED    
 OH0705* NAVD 88     -       724.209  (meters)    2376.01   (feet)  ADJUSTED  
 OH0705  ___________________________________________________________________
 OH0705  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 OH0705  DYNAMIC HT  -         723.966 (meters)    2375.21  (feet)  COMP
 OH0705  MODELED GRAV-     980,260.5   (mgal)                       NAVD 88
 OH0705
 OH0705  VERT ORDER  -  SECOND    CLASS 0
 OH0705
 OH0705.The horizontal coordinates were scaled from a topographic map and have
 OH0705.an estimated accuracy of +/- 6 seconds.
 OH0705
 OH0705.The orthometric height was determined by differential leveling
 OH0705.and adjusted by the National Geodetic Survey in June 1991..
 OH0705
 OH0705.The geoid height was determined by GEOID03.
 OH0705
 OH0705.The dynamic height is computed by dividing the NAVD 88
 OH0705.geopotential number by the normal gravity value computed on the
 OH0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0705.degrees latitude (g = 980.6199 gals.).
 OH0705
 OH0705.The modeled gravity was interpolated from observed gravity values.
 OH0705
 OH0705;                    North         East    Units  Estimated Accuracy
 OH0705;SPC ID W     -   230,410.      703,960.      MT  (+/- 180 meters Scaled)
 OH0705
 OH0705                          SUPERSEDED SURVEY CONTROL
 OH0705
 OH0705  NGVD 29 (??/??/92)  723.263  (m)         2372.91   (f) ADJ UNCH    2 0
 OH0705
 OH0705.Superseded values are not recommended for survey control.
 OH0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0705.See file dsdata.txt to determine how the superseded data were derived.
 OH0705
 OH0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ046424(NAD 83)
 OH0705_MARKER: DB = BENCH MARK DISK
 OH0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0705_STAMPING: K 347 1951
 OH0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0705+STABILITY: SURFACE MOTION
 OH0705
 OH0705  HISTORY     - Date     Condition        Report By
 OH0705  HISTORY     - 1951     MONUMENTED       CGS
 OH0705  HISTORY     - 1983     GOOD             NGS
 OH0705
 OH0705                          STATION DESCRIPTION
 OH0705
 OH0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OH0705'4.45 MI S FROM PARMA.
 OH0705'0.2 MILE NORTHWEST ALONG SOUTH STREET FROM THE UNION PACIFIC RAILROAD
 OH0705'STATION TO T JUNCTION OF U. S. HIGHWAY 95 LEADING SOUTH TO WILDER,
 OH0705'THENCE 4.25 MILES SOUTH ALONG U. S. HIGHWAY 95, AT INTERSECTION OF
 OH0705'HIGHWAY AND GRAVEL ROAD, 37 1/2 FEET NORTHWEST OF THE CENTER OF THE
 OH0705'INTERSECTION, 26 1/2 FEET WEST OF THE CENTER LINE OF HIGHWAY 95, 26
 OH0705'1/2 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD LEADING WEST, 2.9
 OH0705'FEET NORTHEAST OF THE FENCE CORNER POST, AND ABOUT LEVEL WITH MAIN
 OH0705'HIGHWAY AND SET IN THE TOP OF CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 OH0705'THE GROUND.
 OH0705
 OH0705                          STATION RECOVERY (1983)
 OH0705
 OH0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0510 ***********************************************************************
 RZ0510  DESIGNATION -  K 348
 RZ0510  PID         -  RZ0510
 RZ0510  STATE/COUNTY-  ID/LATAH
 RZ0510  USGS QUAD   -  TEXAS RIDGE (1994)
 RZ0510
 RZ0510                         *CURRENT SURVEY CONTROL
 RZ0510  ___________________________________________________________________
 RZ0510* NAD 83(1986)-  46 38 19.     (N)    116 36 35.     (W)     SCALED    
 RZ0510* NAVD 88     -       614.057  (meters)    2014.62   (feet)  ADJUSTED  
 RZ0510  ___________________________________________________________________
 RZ0510  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 RZ0510  DYNAMIC HT  -         614.027 (meters)    2014.52  (feet)  COMP
 RZ0510  MODELED GRAV-     980,545.0   (mgal)                       NAVD 88
 RZ0510
 RZ0510  VERT ORDER  -  SECOND    CLASS 0
 RZ0510
 RZ0510.The horizontal coordinates were scaled from a topographic map and have
 RZ0510.an estimated accuracy of +/- 6 seconds.
 RZ0510
 RZ0510.The orthometric height was determined by differential leveling
 RZ0510.and adjusted by the National Geodetic Survey in June 1991..
 RZ0510
 RZ0510.The geoid height was determined by GEOID03.
 RZ0510
 RZ0510.The dynamic height is computed by dividing the NAVD 88
 RZ0510.geopotential number by the normal gravity value computed on the
 RZ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0510.degrees latitude (g = 980.6199 gals.).
 RZ0510
 RZ0510.The modeled gravity was interpolated from observed gravity values.
 RZ0510
 RZ0510;                    North         East    Units  Estimated Accuracy
 RZ0510;SPC ID W     -   552,780.      734,180.      MT  (+/- 180 meters Scaled)
 RZ0510
 RZ0510                          SUPERSEDED SURVEY CONTROL
 RZ0510
 RZ0510  NGVD 29 (??/??/92)  612.992  (m)         2011.12   (f) ADJ UNCH    2 0
 RZ0510
 RZ0510.Superseded values are not recommended for survey control.
 RZ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0510.See file dsdata.txt to determine how the superseded data were derived.
 RZ0510
 RZ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM298650(NAD 83)
 RZ0510_MARKER: DB = BENCH MARK DISK
 RZ0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0510_STAMPING: K 348 1952
 RZ0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0510+STABILITY: SURFACE MOTION
 RZ0510
 RZ0510  HISTORY     - Date     Condition        Report By
 RZ0510  HISTORY     - 1952     MONUMENTED       CGS
 RZ0510  HISTORY     - 19881012 MARK NOT FOUND   USPSQD
 RZ0510
 RZ0510                          STATION DESCRIPTION
 RZ0510
 RZ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0510'3.3 MI NE FROM KENDRICK.
 RZ0510'0.6 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RZ0510'AT KENDRICK, THENCE 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 7, AT THE
 RZ0510'Y JUNCTION OF A TRACK ROAD LEADING SOUTH, 29 FEET WEST OF THE CENTER
 RZ0510'LINE OF THE HIGHWAY, 24 1/2 FEET SOUTH OF A FENCE CORNER, 14 FEET EAST
 RZ0510'OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A FENCE, 1.3 FEET
 RZ0510'NORTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND
 RZ0510'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 RZ0510'GROUND.
 RZ0510
 RZ0510                          STATION RECOVERY (1988)
 RZ0510
 RZ0510'RECOVERY NOTE BY US POWER SQUADRON 1988 (GLC)
 RZ0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1911 ***********************************************************************
 RZ1911  DESIGNATION -  K 348 RESET
 RZ1911  PID         -  RZ1911
 RZ1911  STATE/COUNTY-  ID/LATAH
 RZ1911  USGS QUAD   -  TEXAS RIDGE (1994)
 RZ1911
 RZ1911                         *CURRENT SURVEY CONTROL
 RZ1911  ___________________________________________________________________
 RZ1911* NAD 83(1986)-  46 38 19.     (N)    116 36 35.     (W)     SCALED    
 RZ1911* NAVD 88     -       617.89   (meters)    2027.2    (feet)  RESET     
 RZ1911  ___________________________________________________________________
 RZ1911  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 RZ1911
 RZ1911  VERT ORDER  -  THIRD
 RZ1911
 RZ1911.The horizontal coordinates were scaled from a topographic map and have
 RZ1911.an estimated accuracy of +/- 6 seconds.
 RZ1911
 RZ1911.The orthometric height was computed from unverified reset data.
 RZ1911.No vertical observational check was made to the station.
 RZ1911
 RZ1911.The geoid height was determined by GEOID03.
 RZ1911
 RZ1911;                    North         East    Units  Estimated Accuracy
 RZ1911;SPC ID W     -   552,780.      734,180.      MT  (+/- 180 meters Scaled)
 RZ1911
 RZ1911                          SUPERSEDED SURVEY CONTROL
 RZ1911
 RZ1911  NGVD 29 (03/27/06)  616.83   (m)         2023.7    (f) RESET       3  
 RZ1911
 RZ1911.Superseded values are not recommended for survey control.
 RZ1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1911.See file dsdata.txt to determine how the superseded data were derived.
 RZ1911
 RZ1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM298650(NAD 83)
 RZ1911_MARKER: DB = BENCH MARK DISK
 RZ1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ1911_SP_SET: CONCRETE POST
 RZ1911_STAMPING: K 348 RESET 1983
 RZ1911_MARK LOGO: IDDT  
 RZ1911_PROJECTION: PROJECTING 8 CENTIMETERS
 RZ1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1911+STABILITY: SURFACE MOTION
 RZ1911
 RZ1911  HISTORY     - Date     Condition        Report By
 RZ1911  HISTORY     - 1983     MONUMENTED       IDDT
 RZ1911
 RZ1911                          STATION DESCRIPTION
 RZ1911
 RZ1911'DESCRIBED BY ID DEPT OF TRANSP 1983
 RZ1911'5.5 KM (3.40 MI) SE FROM KENDRICK.
 RZ1911'3.4 MILES NORTHEAST OF THE KENDRICK POST OFFICE ALONG STATE HIGHWAY
 RZ1911'NO. 3, AT MILEPOST 16.1, 98 FEET WEST OF CENTERLINE
 RZ1911'(STATION 149+00 ON PROJECT F.F.R. 4171(5)) 2 FEET EAST OF RIGHT OF WAY
 RZ1911'FENCE, ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0523 ***********************************************************************
 RZ0523  DESIGNATION -  K 349
 RZ0523  PID         -  RZ0523
 RZ0523  STATE/COUNTY-  ID/LATAH
 RZ0523  USGS QUAD   -  DEARY (1994)
 RZ0523
 RZ0523                         *CURRENT SURVEY CONTROL
 RZ0523  ___________________________________________________________________
 RZ0523* NAD 83(1986)-  46 47 10.     (N)    116 33 45.     (W)     SCALED    
 RZ0523* NAVD 88     -       843.861  (meters)    2768.57   (feet)  ADJUSTED  
 RZ0523  ___________________________________________________________________
 RZ0523  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 RZ0523  DYNAMIC HT  -         843.792 (meters)    2768.34  (feet)  COMP
 RZ0523  MODELED GRAV-     980,503.3   (mgal)                       NAVD 88
 RZ0523
 RZ0523  VERT ORDER  -  SECOND    CLASS 0
 RZ0523
 RZ0523.The horizontal coordinates were scaled from a topographic map and have
 RZ0523.an estimated accuracy of +/- 6 seconds.
 RZ0523
 RZ0523.The orthometric height was determined by differential leveling
 RZ0523.and adjusted by the National Geodetic Survey in June 1991..
 RZ0523
 RZ0523.The geoid height was determined by GEOID03.
 RZ0523
 RZ0523.The dynamic height is computed by dividing the NAVD 88
 RZ0523.geopotential number by the normal gravity value computed on the
 RZ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0523.degrees latitude (g = 980.6199 gals.).
 RZ0523
 RZ0523.The modeled gravity was interpolated from observed gravity values.
 RZ0523
 RZ0523;                    North         East    Units  Estimated Accuracy
 RZ0523;SPC ID W     -   569,140.      737,960.      MT  (+/- 180 meters Scaled)
 RZ0523
 RZ0523                          SUPERSEDED SURVEY CONTROL
 RZ0523
 RZ0523  NGVD 29 (??/??/92)  842.748  (m)         2764.92   (f) ADJ UNCH    2 0
 RZ0523
 RZ0523.Superseded values are not recommended for survey control.
 RZ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0523.See file dsdata.txt to determine how the superseded data were derived.
 RZ0523
 RZ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM333814(NAD 83)
 RZ0523_MARKER: DB = BENCH MARK DISK
 RZ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0523_STAMPING: K 349 1952
 RZ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0523+STABILITY: SURFACE MOTION
 RZ0523
 RZ0523  HISTORY     - Date     Condition        Report By
 RZ0523  HISTORY     - 1952     MONUMENTED       CGS
 RZ0523
 RZ0523                          STATION DESCRIPTION
 RZ0523
 RZ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0523'1.1 MI S FROM DEARY.
 RZ0523'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL BUILDING AT
 RZ0523'DEARY, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 7, 0.1 MILE SOUTHWEST
 RZ0523'OF THE T JUNCTION OF A ROAD LEADING SOUTHEAST TO A RANCHHOUSE, ON THE
 RZ0523'NORTHWEST BANK OF A SMALL CREEK, 28 1/2 FEET SOUTHEAST OF THE CENTER
 RZ0523'LINE OF THE HIGHWAY, 3.9 FEET NORTHWEST OF A FENCE, 1.4 FEET SOUTHWEST
 RZ0523'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 RZ0523'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0743 ***********************************************************************
 OY0743  DESIGNATION -  K 35
 OY0743  PID         -  OY0743
 OY0743  STATE/COUNTY-  ID/BUTTE
 OY0743  USGS QUAD   -  CHAMPAGNE CREEK (1991)
 OY0743
 OY0743                         *CURRENT SURVEY CONTROL
 OY0743  ___________________________________________________________________
 OY0743* NAD 83(1986)-  43 34 18.     (N)    113 30 37.     (W)     SCALED    
 OY0743* NAVD 88     -      1721.292  (meters)    5647.27   (feet)  ADJUSTED  
 OY0743  ___________________________________________________________________
 OY0743  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 OY0743  DYNAMIC HT  -        1720.281 (meters)    5643.96  (feet)  COMP
 OY0743  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 OY0743
 OY0743  VERT ORDER  -  SECOND    CLASS 0
 OY0743
 OY0743.The horizontal coordinates were scaled from a topographic map and have
 OY0743.an estimated accuracy of +/- 6 seconds.
 OY0743
 OY0743.The orthometric height was determined by differential leveling
 OY0743.and adjusted by the National Geodetic Survey in June 1991..
 OY0743
 OY0743.The geoid height was determined by GEOID03.
 OY0743
 OY0743.The dynamic height is computed by dividing the NAVD 88
 OY0743.geopotential number by the normal gravity value computed on the
 OY0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0743.degrees latitude (g = 980.6199 gals.).
 OY0743
 OY0743.The modeled gravity was interpolated from observed gravity values.
 OY0743
 OY0743;                    North         East    Units  Estimated Accuracy
 OY0743;SPC ID C     -   211,720.      539,560.      MT  (+/- 180 meters Scaled)
 OY0743
 OY0743                          SUPERSEDED SURVEY CONTROL
 OY0743
 OY0743  NGVD 29 (??/??/92) 1720.149  (m)         5643.52   (f) ADJ UNCH    2 0
 OY0743
 OY0743.Superseded values are not recommended for survey control.
 OY0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0743.See file dsdata.txt to determine how the superseded data were derived.
 OY0743
 OY0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP972273(NAD 83)
 OY0743_MARKER: DB = BENCH MARK DISK
 OY0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0743_STAMPING: K 35 1934
 OY0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0743+STABILITY: SURFACE MOTION
 OY0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0743+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 OY0743
 OY0743  HISTORY     - Date     Condition        Report By
 OY0743  HISTORY     - 1934     MONUMENTED       CGS
 OY0743  HISTORY     - 1958     GOOD             NGS
 OY0743  HISTORY     - 20021028 GOOD             IDTD
 OY0743
 OY0743                          STATION DESCRIPTION
 OY0743
 OY0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0743'12.55 MI SW FROM ARCO.
 OY0743'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0743'THENCE 7.55 MILES SOUTHWEST ALONG A DIRT ROAD, 0.12 MILE NORTHEAST OF
 OY0743'A FIELD ROAD NORTHWEST, AT A FENCE CORNER, 34 FEET SOUTHEAST OF THE
 OY0743'CENTER LINE OF THE ROAD, 3 FEET NORTH OF A FENCE CORNER POST, 2.4 FEET
 OY0743'NORTHWEST OF A FENCE, 1.1 FEET NORTHWEST OF A WITNESS POST, ABOUT
 OY0743'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OY0743'0.5 FOOT ABOVE THE GROUND.  NOTE-- THE POST IS LEANING SLIGHTLY.
 OY0743
 OY0743                          STATION RECOVERY (2002)
 OY0743
 OY0743'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OY0743'FROM THE PARK HEADQUARTERS ENTRANCE TO CRATERS OF THE MOON NAT. MON.,
 OY0743'PROCEED NORTHEAST ON US-20-26-93 FOR 3.975 KM TO MILEPOST 231.950,
 OY0743'TURN LEFT (WEST) ON A DIRT ROAD AND PROCEED NORTHWESTERLY AND
 OY0743'NORTHEASTERLY FOR 12.261 KM AND THE MARK ON THE RIGHT.  NAD 83 (1999)
 OY0743'RTK DERIVED POSITION =  43-34-18.32555 N  113-30-38.61890 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0476 ***********************************************************************
 RZ0476  DESIGNATION -  K 350
 RZ0476  PID         -  RZ0476
 RZ0476  STATE/COUNTY-  ID/LATAH
 RZ0476  USGS QUAD   -  ROBINSON LAKE (1994)
 RZ0476
 RZ0476                         *CURRENT SURVEY CONTROL
 RZ0476  ___________________________________________________________________
 RZ0476* NAD 83(1986)-  46 50 43.     (N)    116 53 48.     (W)     SCALED    
 RZ0476* NAVD 88     -       992.509  (meters)    3256.26   (feet)  ADJUSTED  
 RZ0476  ___________________________________________________________________
 RZ0476  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 RZ0476  DYNAMIC HT  -         992.399 (meters)    3255.90  (feet)  COMP
 RZ0476  MODELED GRAV-     980,469.0   (mgal)                       NAVD 88
 RZ0476
 RZ0476  VERT ORDER  -  SECOND    CLASS 0
 RZ0476
 RZ0476.The horizontal coordinates were scaled from a topographic map and have
 RZ0476.an estimated accuracy of +/- 6 seconds.
 RZ0476
 RZ0476.The orthometric height was determined by differential leveling
 RZ0476.and adjusted by the National Geodetic Survey in June 1991..
 RZ0476
 RZ0476.The geoid height was determined by GEOID03.
 RZ0476
 RZ0476.The dynamic height is computed by dividing the NAVD 88
 RZ0476.geopotential number by the normal gravity value computed on the
 RZ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0476.degrees latitude (g = 980.6199 gals.).
 RZ0476
 RZ0476.The modeled gravity was interpolated from observed gravity values.
 RZ0476
 RZ0476;                    North         East    Units  Estimated Accuracy
 RZ0476;SPC ID W     -   576,030.      712,540.      MT  (+/- 180 meters Scaled)
 RZ0476
 RZ0476                          SUPERSEDED SURVEY CONTROL
 RZ0476
 RZ0476  NGVD 29 (??/??/92)  991.357  (m)         3252.48   (f) ADJ UNCH    2 0
 RZ0476
 RZ0476.Superseded values are not recommended for survey control.
 RZ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0476.See file dsdata.txt to determine how the superseded data were derived.
 RZ0476
 RZ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM078879(NAD 83)
 RZ0476_MARKER: DB = BENCH MARK DISK
 RZ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0476_STAMPING: K 350 1952
 RZ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0476+STABILITY: SURFACE MOTION
 RZ0476
 RZ0476  HISTORY     - Date     Condition        Report By
 RZ0476  HISTORY     - 1952     MONUMENTED       CGS
 RZ0476
 RZ0476                          STATION DESCRIPTION
 RZ0476
 RZ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0476'6.4 MI S FROM POTLATCH.
 RZ0476'0.6 MILE EAST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM THE
 RZ0476'STATION AT POTLATCH, THENCE 5.8 MILES SOUTH ALONG A GRADED COUNTY
 RZ0476'ROAD, AT THE Y JUNCTION OF A ROAD LEADING SOUTHEAST, 58.8 FEET EAST OF
 RZ0476'THE SOUTHEAST CORNER OF AN ABANDONED SCHOOL BUILDING, 29 1/2 FEET
 RZ0476'SOUTH OF THE CENTER LINE OF THE ROAD, 2.6 FEET NORTH OF A WITNESS
 RZ0476'POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 RZ0476'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0560 ***********************************************************************
 RZ0560  DESIGNATION -  K 351
 RZ0560  PID         -  RZ0560
 RZ0560  STATE/COUNTY-  ID/LATAH
 RZ0560  USGS QUAD   -  LITTLE BEAR RIDGE (1990)
 RZ0560
 RZ0560                         *CURRENT SURVEY CONTROL
 RZ0560  ___________________________________________________________________
 RZ0560* NAD 83(1986)-  46 37 30.     (N)    116 41 13.     (W)     SCALED    
 RZ0560* NAVD 88     -       585.724  (meters)    1921.66   (feet)  ADJUSTED  
 RZ0560  ___________________________________________________________________
 RZ0560  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 RZ0560  DYNAMIC HT  -         585.695 (meters)    1921.57  (feet)  COMP
 RZ0560  MODELED GRAV-     980,546.9   (mgal)                       NAVD 88
 RZ0560
 RZ0560  VERT ORDER  -  SECOND    CLASS 0
 RZ0560
 RZ0560.The horizontal coordinates were scaled from a topographic map and have
 RZ0560.an estimated accuracy of +/- 6 seconds.
 RZ0560
 RZ0560.The orthometric height was determined by differential leveling
 RZ0560.and adjusted by the National Geodetic Survey in June 1991..
 RZ0560
 RZ0560.The geoid height was determined by GEOID03.
 RZ0560
 RZ0560.The dynamic height is computed by dividing the NAVD 88
 RZ0560.geopotential number by the normal gravity value computed on the
 RZ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0560.degrees latitude (g = 980.6199 gals.).
 RZ0560
 RZ0560.The modeled gravity was interpolated from observed gravity values.
 RZ0560
 RZ0560;                    North         East    Units  Estimated Accuracy
 RZ0560;SPC ID W     -   551,340.      728,250.      MT  (+/- 180 meters Scaled)
 RZ0560
 RZ0560                          SUPERSEDED SURVEY CONTROL
 RZ0560
 RZ0560  NGVD 29 (??/??/92)  584.664  (m)         1918.19   (f) ADJ UNCH    2 0
 RZ0560
 RZ0560.Superseded values are not recommended for survey control.
 RZ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0560.See file dsdata.txt to determine how the superseded data were derived.
 RZ0560
 RZ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM239635(NAD 83)
 RZ0560_MARKER: DB = BENCH MARK DISK
 RZ0560_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0560_SP_SET: ROCK CUT
 RZ0560_STAMPING: K 351 1952
 RZ0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0560+STABILITY: POSITION/ELEVATION WELL
 RZ0560
 RZ0560  HISTORY     - Date     Condition        Report By
 RZ0560  HISTORY     - 1952     MONUMENTED       CGS
 RZ0560
 RZ0560                          STATION DESCRIPTION
 RZ0560
 RZ0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0560'2.3 MI NW FROM KENDRICK.
 RZ0560'0.5 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RZ0560'AT KENDRICK, THENCE 1.8 MILES NORTHWEST ALONG THE KENDRICK-TROY COUNTY
 RZ0560'ROAD, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 25 FEET NORTH OF
 RZ0560'THE CENTER LINE OF THE ROAD, 3.0 FEET ABOVE THE GROUND, AND ABOUT 3
 RZ0560'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0529 ***********************************************************************
 RZ0529  DESIGNATION -  K 352
 RZ0529  PID         -  RZ0529
 RZ0529  STATE/COUNTY-  ID/LATAH
 RZ0529  USGS QUAD   -  GENESEE (1990)
 RZ0529
 RZ0529                         *CURRENT SURVEY CONTROL
 RZ0529  ___________________________________________________________________
 RZ0529* NAD 83(1986)-  46 33 25.     (N)    116 53 12.     (W)     SCALED    
 RZ0529* NAVD 88     -       829.620  (meters)    2721.84   (feet)  ADJUSTED  
 RZ0529  ___________________________________________________________________
 RZ0529  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 RZ0529  DYNAMIC HT  -         829.559 (meters)    2721.64  (feet)  COMP
 RZ0529  MODELED GRAV-     980,512.4   (mgal)                       NAVD 88
 RZ0529
 RZ0529  VERT ORDER  -  SECOND    CLASS 0
 RZ0529
 RZ0529.The horizontal coordinates were scaled from a topographic map and have
 RZ0529.an estimated accuracy of +/- 6 seconds.
 RZ0529
 RZ0529.The orthometric height was determined by differential leveling
 RZ0529.and adjusted by the National Geodetic Survey in June 1991..
 RZ0529
 RZ0529.The geoid height was determined by GEOID03.
 RZ0529
 RZ0529.The dynamic height is computed by dividing the NAVD 88
 RZ0529.geopotential number by the normal gravity value computed on the
 RZ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0529.degrees latitude (g = 980.6199 gals.).
 RZ0529
 RZ0529.The modeled gravity was interpolated from observed gravity values.
 RZ0529
 RZ0529;                    North         East    Units  Estimated Accuracy
 RZ0529;SPC ID W     -   543,970.      712,840.      MT  (+/- 180 meters Scaled)
 RZ0529
 RZ0529                          SUPERSEDED SURVEY CONTROL
 RZ0529
 RZ0529  NGVD 29 (??/??/92)  828.550  (m)         2718.33   (f) ADJ UNCH    2 0
 RZ0529
 RZ0529.Superseded values are not recommended for survey control.
 RZ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0529.See file dsdata.txt to determine how the superseded data were derived.
 RZ0529
 RZ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM086559(NAD 83)
 RZ0529_MARKER: DB = BENCH MARK DISK
 RZ0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0529_STAMPING: K 352 1952
 RZ0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0529+STABILITY: SURFACE MOTION
 RZ0529
 RZ0529  HISTORY     - Date     Condition        Report By
 RZ0529  HISTORY     - 1952     MONUMENTED       CGS
 RZ0529
 RZ0529                          STATION DESCRIPTION
 RZ0529
 RZ0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0529'1.9 MI NE FROM GENESEE.
 RZ0529'1.9 MILES NORTHEAST ALONG THE JULIAETTA-GENESEE ROAD FROM THE NORTHERN
 RZ0529'PACIFIC RAILWAY STATION AT GENESEE, ABOUT 71 YARDS EAST OF THE T
 RZ0529'JUNCTION OF A ROAD LEADING NORTH TO A RANCHHOUSE, 46 1/2 FEET EAST OF
 RZ0529'A TELEPHONE POLE, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.9
 RZ0529'FEET SOUTH OF A FENCE, 2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 RZ0529'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 RZ0529'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0336 ***********************************************************************
 SV0336  DESIGNATION -  K 353
 SV0336  PID         -  SV0336
 SV0336  STATE/COUNTY-  ID/KOOTENAI
 SV0336  USGS QUAD   -  HARRISON (1996)
 SV0336
 SV0336                         *CURRENT SURVEY CONTROL
 SV0336  ___________________________________________________________________
 SV0336* NAD 83(1986)-  47 28 26.     (N)    116 46 09.     (W)     SCALED    
 SV0336* NAVD 88     -       666.319  (meters)    2186.08   (feet)  ADJUSTED  
 SV0336  ___________________________________________________________________
 SV0336  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 SV0336  DYNAMIC HT  -         666.321 (meters)    2186.09  (feet)  COMP
 SV0336  MODELED GRAV-     980,593.5   (mgal)                       NAVD 88
 SV0336
 SV0336  VERT ORDER  -  SECOND    CLASS 0
 SV0336
 SV0336.The horizontal coordinates were scaled from a topographic map and have
 SV0336.an estimated accuracy of +/- 6 seconds.
 SV0336
 SV0336.The orthometric height was determined by differential leveling
 SV0336.and adjusted by the National Geodetic Survey in June 1991..
 SV0336
 SV0336.The geoid height was determined by GEOID03.
 SV0336
 SV0336.The dynamic height is computed by dividing the NAVD 88
 SV0336.geopotential number by the normal gravity value computed on the
 SV0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0336.degrees latitude (g = 980.6199 gals.).
 SV0336
 SV0336.The modeled gravity was interpolated from observed gravity values.
 SV0336
 SV0336;                    North         East    Units  Estimated Accuracy
 SV0336;SPC ID W     -   645,780.      723,180.      MT  (+/- 180 meters Scaled)
 SV0336
 SV0336                          SUPERSEDED SURVEY CONTROL
 SV0336
 SV0336  NGVD 29 (??/??/92)  665.200  (m)         2182.41   (f) ADJ UNCH    2 0
 SV0336
 SV0336.Superseded values are not recommended for survey control.
 SV0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0336.See file dsdata.txt to determine how the superseded data were derived.
 SV0336
 SV0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN173578(NAD 83)
 SV0336_MARKER: DB = BENCH MARK DISK
 SV0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0336_STAMPING: K 353 1952
 SV0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0336+STABILITY: SURFACE MOTION
 SV0336
 SV0336  HISTORY     - Date     Condition        Report By
 SV0336  HISTORY     - 1952     MONUMENTED       CGS
 SV0336  HISTORY     - 1976     MARK NOT FOUND   USGS
 SV0336
 SV0336                          STATION DESCRIPTION
 SV0336
 SV0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SV0336'2.1 MI NE FROM HARRISON.
 SV0336'2.1 MILES NORTHEAST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0336'OFFICE AT HARRISON, 61 FEET SOUTH OF THE CENTER OF THE T JUNCTION OF A
 SV0336'TRACK ROAD LEADING NORTHEAST TO A FARMHOUSE, 54 FEET SOUTHWEST OF THE
 SV0336'CENTER LINE OF THE HIGHWAY, 53 FEET SOUTH OF THE SOUTHEAST END OF A
 SV0336'FILL, 52 FEET SOUTHEAST OF A FENCE CORNER POST, 2.9 FEET EAST OF A
 SV0336'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 SV0336'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SV0336
 SV0336                          STATION RECOVERY (1976)
 SV0336
 SV0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SV0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0742 ***********************************************************************
 OY0742  DESIGNATION -  K 36
 OY0742  PID         -  OY0742
 OY0742  STATE/COUNTY-  ID/CUSTER
 OY0742  USGS QUAD   -  MACKAY (1991)
 OY0742
 OY0742                         *CURRENT SURVEY CONTROL
 OY0742  ___________________________________________________________________
 OY0742* NAD 83(1986)-  43 53 05.     (N)    113 31 22.     (W)     SCALED    
 OY0742* NAVD 88     -      1760.118  (meters)    5774.65   (feet)  POSTED    
 OY0742  ___________________________________________________________________
 OY0742  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 OY0742  DYNAMIC HT  -        1759.030 (meters)    5771.08  (feet)  COMP
 OY0742  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 OY0742
 OY0742  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 OY0742
 OY0742.The horizontal coordinates were scaled from a topographic map and have
 OY0742.an estimated accuracy of +/- 6 seconds.
 OY0742
 OY0742.The orthometric height was determined by differential leveling
 OY0742.and adjusted by the National Geodetic Survey in 1992..
 OY0742.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 OY0742.rate greater than 8.0 mm/km.
 OY0742
 OY0742.The geoid height was determined by GEOID03.
 OY0742
 OY0742.The dynamic height is computed by dividing the NAVD 88
 OY0742.geopotential number by the normal gravity value computed on the
 OY0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0742.degrees latitude (g = 980.6199 gals.).
 OY0742
 OY0742.The modeled gravity was interpolated from observed gravity values.
 OY0742
 OY0742;                    North         East    Units  Estimated Accuracy
 OY0742;SPC ID C     -   246,500.      538,350.      MT  (+/- 180 meters Scaled)
 OY0742
 OY0742                          SUPERSEDED SURVEY CONTROL
 OY0742
 OY0742  NGVD 29 (??/??/92) 1758.919  (m)         5770.72   (f) ADJ UNCH    2 0
 OY0742
 OY0742.Superseded values are not recommended for survey control.
 OY0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0742.See file dsdata.txt to determine how the superseded data were derived.
 OY0742
 OY0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP973621(NAD 83)
 OY0742_MARKER: DB = BENCH MARK DISK
 OY0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0742_STAMPING: K 36 1934
 OY0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0742+STABILITY: SURFACE MOTION
 OY0742
 OY0742  HISTORY     - Date     Condition        Report By
 OY0742  HISTORY     - 1934     MONUMENTED       CGS
 OY0742  HISTORY     - 1936     GOOD             NGS
 OY0742  HISTORY     - 20050609 MARK NOT FOUND   IDTD
 OY0742
 OY0742                          STATION DESCRIPTION
 OY0742
 OY0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 OY0742'5 MI SE FROM MACKAY.
 OY0742'5 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0742'STATION AT MACKAY, CUSTER COUNTY, 0.5 MILE EAST OF THE STATION SIGN AT
 OY0742'ROTHAS, 0.3 MILE WEST OF MILEPOST 80, 123 FEET NORTHEAST OF THE
 OY0742'CENTERLINE OF CULVERT 80.25 UNDER THE TRACK, AND 45 FEET NORTH OF THE
 OY0742'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 36 1934 AND SET
 OY0742'IN THE TOP OF A CONCRETE POST.
 OY0742
 OY0742                          STATION RECOVERY (2005)
 OY0742
 OY0742'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (RLR)
 OY0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0339 ***********************************************************************
 OX0339  DESIGNATION -  K 360
 OX0339  PID         -  OX0339
 OX0339  STATE/COUNTY-  ID/CARIBOU
 OX0339  USGS QUAD   -  BEAR ISLAND (1966)
 OX0339
 OX0339                         *CURRENT SURVEY CONTROL
 OX0339  ___________________________________________________________________
 OX0339* NAD 83(1986)-  43 00 34.     (N)    111 23 28.     (W)     SCALED    
 OX0339* NAVD 88     -      1951.453  (meters)    6402.39   (feet)  ADJUSTED  
 OX0339  ___________________________________________________________________
 OX0339  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 OX0339  DYNAMIC HT  -        1950.090 (meters)    6397.92  (feet)  COMP
 OX0339  MODELED GRAV-     979,852.4   (mgal)                       NAVD 88
 OX0339
 OX0339  VERT ORDER  -  SECOND    CLASS 0
 OX0339
 OX0339.The horizontal coordinates were scaled from a topographic map and have
 OX0339.an estimated accuracy of +/- 6 seconds.
 OX0339
 OX0339.The orthometric height was determined by differential leveling
 OX0339.and adjusted by the National Geodetic Survey in June 1991..
 OX0339
 OX0339.The geoid height was determined by GEOID03.
 OX0339
 OX0339.The dynamic height is computed by dividing the NAVD 88
 OX0339.geopotential number by the normal gravity value computed on the
 OX0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0339.degrees latitude (g = 980.6199 gals.).
 OX0339
 OX0339.The modeled gravity was interpolated from observed gravity values.
 OX0339
 OX0339;                    North         East    Units  Estimated Accuracy
 OX0339;SPC ID E     -   149,440.      263,230.      MT  (+/- 180 meters Scaled)
 OX0339
 OX0339                          SUPERSEDED SURVEY CONTROL
 OX0339
 OX0339  NGVD 29 (??/??/92) 1950.166  (m)         6398.17   (f) ADJ UNCH    2 0
 OX0339
 OX0339.Superseded values are not recommended for survey control.
 OX0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0339.See file dsdata.txt to determine how the superseded data were derived.
 OX0339
 OX0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN681619(NAD 83)
 OX0339_MARKER: DB = BENCH MARK DISK
 OX0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0339_STAMPING: K 360 1951
 OX0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0339+STABILITY: SURFACE MOTION
 OX0339
 OX0339  HISTORY     - Date     Condition        Report By
 OX0339  HISTORY     - 1951     MONUMENTED       CGS
 OX0339
 OX0339                          STATION DESCRIPTION
 OX0339
 OX0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0339'1.9 MI SW FROM GRAY.
 OX0339'1.9 MILES SOUTHWEST OF A MORMON CHURCH AT GRAY ALONG THE STATE HIGHWAY
 OX0339'34, ON THE NORTHEAST-SOUTHWEST SECTION OF THE ROAD, 3.2 MILES
 OX0339'NORTHWEST OF THE POST OFFICE AT WAYAN, CARIBOU COUNTY, 0.40 MILE
 OX0339'SOUTHWEST FROM THE POINT WHERE THE HIGHWAY TURNS FROM SOUTHEAST TO
 OX0339'SOUTHWEST, 0.15 MILES SOUTHWEST FROM A DIRT ROAD LEADING NORTHWEST TO
 OX0339'AN OLD FARMHOUSE, 40 FEET FROM THE CENTER LINE AND ON THE NORTHWEST
 OX0339'SIDE OF THE HIGHWAY, 2 FEET FROM A FENCE AND ABOUT 1 FOOT LOWER THAN
 OX0339'THE HIGHWAY, 3 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF
 OX0339'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0337 ***********************************************************************
 RZ0337  DESIGNATION -  K 362
 RZ0337  PID         -  RZ0337
 RZ0337  STATE/COUNTY-  ID/NEZ PERCE
 RZ0337  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ0337
 RZ0337                         *CURRENT SURVEY CONTROL
 RZ0337  ___________________________________________________________________
 RZ0337* NAD 83(1986)-  46 25 57.     (N)    116 54 45.     (W)     SCALED    
 RZ0337* NAVD 88     -       236.388  (meters)     775.55   (feet)  ADJUSTED  
 RZ0337  ___________________________________________________________________
 RZ0337  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 RZ0337  DYNAMIC HT  -         236.386 (meters)     775.54  (feet)  COMP
 RZ0337  MODELED GRAV-     980,602.2   (mgal)                       NAVD 88
 RZ0337
 RZ0337  VERT ORDER  -  SECOND    CLASS 0
 RZ0337
 RZ0337.The horizontal coordinates were scaled from a topographic map and have
 RZ0337.an estimated accuracy of +/- 6 seconds.
 RZ0337
 RZ0337.The orthometric height was determined by differential leveling
 RZ0337.and adjusted by the National Geodetic Survey in June 1991..
 RZ0337
 RZ0337.The geoid height was determined by GEOID03.
 RZ0337
 RZ0337.The dynamic height is computed by dividing the NAVD 88
 RZ0337.geopotential number by the normal gravity value computed on the
 RZ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0337.degrees latitude (g = 980.6199 gals.).
 RZ0337
 RZ0337.The modeled gravity was interpolated from observed gravity values.
 RZ0337
 RZ0337;                    North         East    Units  Estimated Accuracy
 RZ0337;SPC ID W     -   530,170.      710,660.      MT  (+/- 180 meters Scaled)
 RZ0337
 RZ0337                          SUPERSEDED SURVEY CONTROL
 RZ0337
 RZ0337  NGVD 29 (??/??/92)  235.392  (m)          772.28   (f) ADJ UNCH    2 0
 RZ0337
 RZ0337.Superseded values are not recommended for survey control.
 RZ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0337.See file dsdata.txt to determine how the superseded data were derived.
 RZ0337
 RZ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM067421(NAD 83)
 RZ0337_MARKER: DD = SURVEY DISK
 RZ0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0337_SP_SET: CULVERT
 RZ0337_STAMPING: K 362 1959
 RZ0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0337
 RZ0337  HISTORY     - Date     Condition        Report By
 RZ0337  HISTORY     - 1959     MONUMENTED       DOD
 RZ0337  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0337
 RZ0337                          STATION DESCRIPTION
 RZ0337
 RZ0337'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0337'6.2 MI E FROM LEWISTON.
 RZ0337'APPROXIMATELY 6.2 MILES EAST ALONG HIGHWAY 95 FROM THE NEZ PERCE
 RZ0337'COUNTY COURTHOUSE AT LEWISTON, ON THE RIGHT BANK OF THE CLEARWATER
 RZ0337'RIVER, ON THE UPSTREAM END OF THE HATWAI CREEK BRIDGE, 25 FEET SOUTH
 RZ0337'OF THE CENTERLINE OF THE BRIDGE, 5 FEET SOUTH OF THE BRIDGE GUARDRAIL,
 RZ0337'4 FEET LOWER THAN THE BRIDGE DECK.  A STANDARD CORPS OF ENGINEERS
 RZ0337'BRONZE MARKER CEMENTED IN THE TOP OF THE SOUTH END OF THE UPSTREAM
 RZ0337'HEADWALL.
 RZ0337
 RZ0337                          STATION RECOVERY (1980)
 RZ0337
 RZ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0337'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-THE
 RZ0337'DESCRIBED BRIDGE IS DESTROYED, MARK IS LIKEWISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0390 ***********************************************************************
 RZ0390  DESIGNATION -  K 363
 RZ0390  PID         -  RZ0390
 RZ0390  STATE/COUNTY-  ID/NEZ PERCE
 RZ0390  USGS QUAD   -  JULIAETTA (1990)
 RZ0390
 RZ0390                         *CURRENT SURVEY CONTROL
 RZ0390  ___________________________________________________________________
 RZ0390* NAD 83(1986)-  46 31 29.     (N)    116 37 36.     (W)     SCALED    
 RZ0390* NAVD 88     -       273.824  (meters)     898.37   (feet)  ADJUSTED  
 RZ0390  ___________________________________________________________________
 RZ0390  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 RZ0390  DYNAMIC HT  -         273.822 (meters)     898.36  (feet)  COMP
 RZ0390  MODELED GRAV-     980,604.2   (mgal)                       NAVD 88
 RZ0390
 RZ0390  VERT ORDER  -  SECOND    CLASS 0
 RZ0390
 RZ0390.The horizontal coordinates were scaled from a topographic map and have
 RZ0390.an estimated accuracy of +/- 6 seconds.
 RZ0390
 RZ0390.The orthometric height was determined by differential leveling
 RZ0390.and adjusted by the National Geodetic Survey in June 1991..
 RZ0390
 RZ0390.The geoid height was determined by GEOID03.
 RZ0390
 RZ0390.The dynamic height is computed by dividing the NAVD 88
 RZ0390.geopotential number by the normal gravity value computed on the
 RZ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0390.degrees latitude (g = 980.6199 gals.).
 RZ0390
 RZ0390.The modeled gravity was interpolated from observed gravity values.
 RZ0390
 RZ0390;                    North         East    Units  Estimated Accuracy
 RZ0390;SPC ID W     -   540,140.      732,740.      MT  (+/- 180 meters Scaled)
 RZ0390
 RZ0390                          SUPERSEDED SURVEY CONTROL
 RZ0390
 RZ0390  NGVD 29 (??/??/92)  272.820  (m)          895.08   (f) ADJ UNCH    2 0
 RZ0390
 RZ0390.Superseded values are not recommended for survey control.
 RZ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0390.See file dsdata.txt to determine how the superseded data were derived.
 RZ0390
 RZ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM286524(NAD 83)
 RZ0390_MARKER: DD = SURVEY DISK
 RZ0390_SETTING: 80 = SET IN A BOULDER
 RZ0390_STAMPING: K 363 1959
 RZ0390_MARK LOGO: USE   
 RZ0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0390+STABILITY: SURFACE MOTION
 RZ0390
 RZ0390  HISTORY     - Date     Condition        Report By
 RZ0390  HISTORY     - 1959     MONUMENTED       DOD
 RZ0390  HISTORY     - 1980     GOOD             NGS
 RZ0390
 RZ0390                          STATION DESCRIPTION
 RZ0390
 RZ0390'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0390'24.16 MI E FROM LEWISTON.
 RZ0390'APPROXIMATELY 24.16 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0390'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0390'CLEARWATER RIVER, ABOUT 1,000 FEET UPSTREAM FROM HIGHWAY MILEPOST 24,
 RZ0390'175 FEET UPSTREAM FROM AN 18-INCH C.M.P. CULVERT, 70 FEET SOUTHWEST OF
 RZ0390'THE CENTERLINE OF HIGHWAY 9, 15 FEET HIGHER THAN THE HIGHWAY.  A
 RZ0390'STANDARD CORPS OF ENGINEERS BRONZE MARKER CEMENTED IN THE TOP OF A
 RZ0390'LARGE GRANITE BOULDER AND MARKED WITH WHITE PAINT.
 RZ0390
 RZ0390                          STATION RECOVERY (1980)
 RZ0390
 RZ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0390'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-MARK NOT LEVELED
 RZ0390'TO THIS SURVEY BECAUSE IT IS LOCATED IN A ROCK SLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0338 ***********************************************************************
 RY0338  DESIGNATION -  K 365
 RY0338  PID         -  RY0338
 RY0338  STATE/COUNTY-  ID/IDAHO
 RY0338  USGS QUAD   -  STILLMAN POINT (1995)
 RY0338
 RY0338                         *CURRENT SURVEY CONTROL
 RY0338  ___________________________________________________________________
 RY0338* NAD 83(1986)-  46 05 13.     (N)    115 28 38.     (W)     SCALED    
 RY0338* NAVD 88     -       483.010  (meters)    1584.68   (feet)  ADJUSTED  
 RY0338  ___________________________________________________________________
 RY0338  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 RY0338  DYNAMIC HT  -         482.930 (meters)    1584.41  (feet)  COMP
 RY0338  MODELED GRAV-     980,437.7   (mgal)                       NAVD 88
 RY0338
 RY0338  VERT ORDER  -  SECOND    CLASS 0
 RY0338
 RY0338.The horizontal coordinates were scaled from a topographic map and have
 RY0338.an estimated accuracy of +/- 6 seconds.
 RY0338
 RY0338.The orthometric height was determined by differential leveling
 RY0338.and adjusted by the National Geodetic Survey in June 1991..
 RY0338
 RY0338.The geoid height was determined by GEOID03.
 RY0338
 RY0338.The dynamic height is computed by dividing the NAVD 88
 RY0338.geopotential number by the normal gravity value computed on the
 RY0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0338.degrees latitude (g = 980.6199 gals.).
 RY0338
 RY0338.The modeled gravity was interpolated from observed gravity values.
 RY0338
 RY0338;                    North         East    Units  Estimated Accuracy
 RY0338;SPC ID W     -   491,140.      821,100.      MT  (+/- 180 meters Scaled)
 RY0338
 RY0338                          SUPERSEDED SURVEY CONTROL
 RY0338
 RY0338  NGVD 29 (??/??/92)  481.888  (m)         1580.99   (f) ADJ UNCH    2 0
 RY0338
 RY0338.Superseded values are not recommended for survey control.
 RY0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0338.See file dsdata.txt to determine how the superseded data were derived.
 RY0338
 RY0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM177048(NAD 83)
 RY0338_MARKER: DB = BENCH MARK DISK
 RY0338_SETTING: 80 = SET IN A BOULDER
 RY0338_STAMPING: K 365 1965
 RY0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0338+STABILITY: SURFACE MOTION
 RY0338
 RY0338  HISTORY     - Date     Condition        Report By
 RY0338  HISTORY     - 1965     MONUMENTED       CGS
 RY0338
 RY0338                          STATION DESCRIPTION
 RY0338
 RY0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0338'8.95 MI SE FROM LOWELL.
 RY0338'8.95 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0338'U.S. HIGHWAY 12 AT LOWELL, 0.35 MILE EAST OF THE CROSSING OF NINETEEN
 RY0338'MILE CREEK, IN THE TOP OF A 5- BY 8-FOOT BOULDER, 16 FEET
 RY0338'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 5 FEET
 RY0338'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0366 ***********************************************************************
 RY0366  DESIGNATION -  K 366
 RY0366  PID         -  RY0366
 RY0366  STATE/COUNTY-  ID/IDAHO
 RY0366  USGS QUAD   -  MINK PEAK (1995)
 RY0366
 RY0366                         *CURRENT SURVEY CONTROL
 RY0366  ___________________________________________________________________
 RY0366* NAD 83(1986)-  46 05 43.     (N)    115 06 01.     (W)     SCALED    
 RY0366* NAVD 88     -       639.186  (meters)    2097.06   (feet)  ADJUSTED  
 RY0366  ___________________________________________________________________
 RY0366  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 RY0366  DYNAMIC HT  -         638.956 (meters)    2096.31  (feet)  COMP
 RY0366  MODELED GRAV-     980,240.1   (mgal)                       NAVD 88
 RY0366
 RY0366  VERT ORDER  -  SECOND    CLASS 0
 RY0366
 RY0366.The horizontal coordinates were scaled from a topographic map and have
 RY0366.an estimated accuracy of +/- 6 seconds.
 RY0366
 RY0366.The orthometric height was determined by differential leveling
 RY0366.and adjusted by the National Geodetic Survey in June 1991..
 RY0366
 RY0366.The geoid height was determined by GEOID03.
 RY0366
 RY0366.The dynamic height is computed by dividing the NAVD 88
 RY0366.geopotential number by the normal gravity value computed on the
 RY0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0366.degrees latitude (g = 980.6199 gals.).
 RY0366
 RY0366.The modeled gravity was interpolated from observed gravity values.
 RY0366
 RY0366;                    North         East    Units  Estimated Accuracy
 RY0366;SPC ID W     -   492,240.      850,240.      MT  (+/- 180 meters Scaled)
 RY0366
 RY0366                          SUPERSEDED SURVEY CONTROL
 RY0366
 RY0366  NGVD 29 (??/??/92)  637.930  (m)         2092.94   (f) ADJ UNCH    2 0
 RY0366
 RY0366.Superseded values are not recommended for survey control.
 RY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0366.See file dsdata.txt to determine how the superseded data were derived.
 RY0366
 RY0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM468063(NAD 83)
 RY0366_MARKER: DB = BENCH MARK DISK
 RY0366_SETTING: 66 = SET IN ROCK OUTCROP
 RY0366_SP_SET: OUTCROP
 RY0366_STAMPING: K 366 1965
 RY0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0366+STABILITY: POSITION/ELEVATION WELL
 RY0366
 RY0366  HISTORY     - Date     Condition        Report By
 RY0366  HISTORY     - 1965     MONUMENTED       CGS
 RY0366
 RY0366                          STATION DESCRIPTION
 RY0366
 RY0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0366'30.55 MI E FROM LOWELL.
 RY0366'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0366'HIGHWAY 12 AT LOWELL, THENCE 10.95 MILES EAST ALONG THE SELWAY RIVER
 RY0366'TRAIL, NEAR A SHARP BEND IN THE RIVER, IN THE TOP OF A LEDGE OF A 10-
 RY0366'BY 30-FOOT OUTCROP, 5 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 RY0366'TRAIL, 21 FEET NORTH OF A 30-INCH FIR TREE, ABOUT 100 FEET HIGHER THAN
 RY0366'THE RIVER AND 3 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0193 ***********************************************************************
 RY0193  DESIGNATION -  K 367
 RY0193  PID         -  RY0193
 RY0193  STATE/COUNTY-  ID/IDAHO
 RY0193  USGS QUAD   -  FREEMAN PEAK (1995)
 RY0193
 RY0193                         *CURRENT SURVEY CONTROL
 RY0193  ___________________________________________________________________
 RY0193* NAD 83(1986)-  46 12 26.     (N)    114 48 20.     (W)     SCALED    
 RY0193* NAVD 88     -       828.063  (meters)    2716.74   (feet)  ADJUSTED  
 RY0193  ___________________________________________________________________
 RY0193  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 RY0193  DYNAMIC HT  -         827.695 (meters)    2715.53  (feet)  COMP
 RY0193  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 RY0193
 RY0193  VERT ORDER  -  SECOND    CLASS 0
 RY0193
 RY0193.The horizontal coordinates were scaled from a topographic map and have
 RY0193.an estimated accuracy of +/- 6 seconds.
 RY0193
 RY0193.The orthometric height was determined by differential leveling
 RY0193.and adjusted by the National Geodetic Survey in June 1991..
 RY0193
 RY0193.The geoid height was determined by GEOID03.
 RY0193
 RY0193.The dynamic height is computed by dividing the NAVD 88
 RY0193.geopotential number by the normal gravity value computed on the
 RY0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0193.degrees latitude (g = 980.6199 gals.).
 RY0193
 RY0193.The modeled gravity was interpolated from observed gravity values.
 RY0193
 RY0193;                    North         East    Units  Estimated Accuracy
 RY0193;SPC ID W     -   504,910.      872,880.      MT  (+/- 180 meters Scaled)
 RY0193
 RY0193                          SUPERSEDED SURVEY CONTROL
 RY0193
 RY0193  NGVD 29 (??/??/92)  826.709  (m)         2712.29   (f) ADJ UNCH    2 0
 RY0193
 RY0193.Superseded values are not recommended for survey control.
 RY0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0193.See file dsdata.txt to determine how the superseded data were derived.
 RY0193
 RY0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM692194(NAD 83)
 RY0193_MARKER: DB = BENCH MARK DISK
 RY0193_SETTING: 80 = SET IN A BOULDER
 RY0193_STAMPING: K 367 1965
 RY0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0193+STABILITY: SURFACE MOTION
 RY0193
 RY0193  HISTORY     - Date     Condition        Report By
 RY0193  HISTORY     - 1965     MONUMENTED       CGS
 RY0193
 RY0193                          STATION DESCRIPTION
 RY0193
 RY0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0193'9.4 MI NE FROM MOOSE CREEK.
 RY0193'9.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0193'RANGER STATION AT MOOSE CREEK, 0.1 MILE EAST OF A SMALL CREEK, IN THE
 RY0193'TOP OF A 4- BY 5-FOOT BOULDER, 5 FEET NORTH-NORTHWEST OF THE CENTER
 RY0193'LINE OF THE TRAIL, AND ABOUT 3 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0124 ***********************************************************************
 RY0124  DESIGNATION -  K 368
 RY0124  PID         -  RY0124
 RY0124  STATE/COUNTY-  ID/IDAHO
 RY0124  USGS QUAD   -  SADDLE MTN (1987)
 RY0124
 RY0124                         *CURRENT SURVEY CONTROL
 RY0124  ___________________________________________________________________
 RY0124* NAD 83(1986)-  46 14 32.     (N)    114 31 34.     (W)     SCALED    
 RY0124* NAVD 88     -      1443.938  (meters)    4737.32   (feet)  ADJUSTED  
 RY0124  ___________________________________________________________________
 RY0124  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 RY0124  DYNAMIC HT  -        1443.253 (meters)    4735.07  (feet)  COMP
 RY0124  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 RY0124
 RY0124  VERT ORDER  -  SECOND    CLASS 0
 RY0124
 RY0124.The horizontal coordinates were scaled from a topographic map and have
 RY0124.an estimated accuracy of +/- 6 seconds.
 RY0124
 RY0124.The orthometric height was determined by differential leveling
 RY0124.and adjusted by the National Geodetic Survey in June 1991..
 RY0124
 RY0124.The geoid height was determined by GEOID03.
 RY0124
 RY0124.The dynamic height is computed by dividing the NAVD 88
 RY0124.geopotential number by the normal gravity value computed on the
 RY0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0124.degrees latitude (g = 980.6199 gals.).
 RY0124
 RY0124.The modeled gravity was interpolated from observed gravity values.
 RY0124
 RY0124;                    North         East    Units  Estimated Accuracy
 RY0124;SPC ID W     -   509,090.      894,390.      MT  (+/- 180 meters Scaled)
 RY0124
 RY0124                          SUPERSEDED SURVEY CONTROL
 RY0124
 RY0124  NGVD 29 (??/??/92) 1442.513  (m)         4732.64   (f) ADJ UNCH    2 0
 RY0124
 RY0124.Superseded values are not recommended for survey control.
 RY0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0124.See file dsdata.txt to determine how the superseded data were derived.
 RY0124
 RY0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM907239(NAD 83)
 RY0124_MARKER: DB = BENCH MARK DISK
 RY0124_SETTING: 80 = SET IN A BOULDER
 RY0124_STAMPING: K 368 1965
 RY0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0124+STABILITY: SURFACE MOTION
 RY0124
 RY0124  HISTORY     - Date     Condition        Report By
 RY0124  HISTORY     - 1965     MONUMENTED       CGS
 RY0124
 RY0124                          STATION DESCRIPTION
 RY0124
 RY0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0124'30.5 MI NE FROM MOOSE CREEK.
 RY0124'13.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0124'RANGER STATION AT MOOSE CREEK, THENCE 17.1 MILES NORTHEAST ALONG EAST
 RY0124'FORK MOOSE CREEK TRAIL, IN THE TOP OF A 4- BY 5-FOOT BOULDER, 3 FEET
 RY0124'SOUTH OF THE CENTER LINE OF THE TRAIL, ABOUT 30 FEET NORTH OF THE
 RY0124'NORTH BANK OF THE CREEK, ABOUT 16 FEET HIGHER THAN THE CREEK AND 1 1/2
 RY0124'FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0377 ***********************************************************************
 OY0377  DESIGNATION -  K 37
 OY0377  PID         -  OY0377
 OY0377  STATE/COUNTY-  ID/BINGHAM
 OY0377  USGS QUAD   -  ATOMIC CITY (1973)
 OY0377
 OY0377                         *CURRENT SURVEY CONTROL
 OY0377  ___________________________________________________________________
 OY0377* NAD 83(1986)-  43 23 28.     (N)    112 49 28.     (W)     SCALED    
 OY0377* NAVD 88     -      1533.128  (meters)    5029.94   (feet)  ADJUSTED  
 OY0377  ___________________________________________________________________
 OY0377  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 OY0377  DYNAMIC HT  -        1532.313 (meters)    5027.26  (feet)  COMP
 OY0377  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 OY0377
 OY0377  VERT ORDER  -  FIRST     CLASS II
 OY0377
 OY0377.The horizontal coordinates were scaled from a topographic map and have
 OY0377.an estimated accuracy of +/- 6 seconds.
 OY0377
 OY0377.The orthometric height was determined by differential leveling
 OY0377.and adjusted by the National Geodetic Survey in December 1992..
 OY0377.WARNING-Repeat measurements at this control monument indicate possible
 OY0377.vertical movement.
 OY0377
 OY0377.The geoid height was determined by GEOID03.
 OY0377
 OY0377.The dynamic height is computed by dividing the NAVD 88
 OY0377.geopotential number by the normal gravity value computed on the
 OY0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0377.degrees latitude (g = 980.6199 gals.).
 OY0377
 OY0377.The modeled gravity was interpolated from observed gravity values.
 OY0377
 OY0377;                    North         East    Units  Estimated Accuracy
 OY0377;SPC ID E     -   191,760.      146,710.      MT  (+/- 180 meters Scaled)
 OY0377
 OY0377                          SUPERSEDED SURVEY CONTROL
 OY0377
 OY0377  NAVD 88 (06/15/91) 1533.116  (m)         5029.90   (f) UNKNOWN     1 2
 OY0377  NGVD 29 (08/20/92) 1532.091  (m)         5026.54   (f) ADJUSTED    1 2
 OY0377
 OY0377.Superseded values are not recommended for survey control.
 OY0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0377.See file dsdata.txt to determine how the superseded data were derived.
 OY0377
 OY0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP522058(NAD 83)
 OY0377_MARKER: DB = BENCH MARK DISK
 OY0377_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OY0377_SP_SET: PREFAB CONC. POST IN EARTH
 OY0377_STAMPING: K 37 1934
 OY0377_MARK LOGO: CGS   
 OY0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0377+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0377
 OY0377  HISTORY     - Date     Condition        Report By
 OY0377  HISTORY     - 1934     MONUMENTED       CGS
 OY0377  HISTORY     - 1948     GOOD             NGS
 OY0377  HISTORY     - 19920619 GOOD             NGS
 OY0377
 OY0377                          STATION DESCRIPTION
 OY0377
 OY0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0377'28.9 MI NW FROM BLACKFOOT.
 OY0377'28.9 MILES NORTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0377'STATION AT BLACKFOOT, BINGHAM COUNTY, 0.3 MILE EAST OF THE STATION
 OY0377'SIGN AT FUREY, 720 FEET EAST OF MILEPOST 29, 3 FEET EAST OF THE FOURTH
 OY0377'POLE EAST OF MILEPOST, 393 FEET EAST OF THE CENTERLINE OF CULVERT
 OY0377'28.91 UNDER THE TRACK, AND 42 FEET SOUTH OF THE CENTERLINE OF THE
 OY0377'TRACK.  A STANDARD DISK, STAMPED K 37 1934 AND SET IN THE TOP OF A
 OY0377'CONCRETE POST.
 OY0377
 OY0377                          STATION RECOVERY (1992)
 OY0377
 OY0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0377'44.5 KM (27.65 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY0377'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, 215.0 M
 OY0377'(705.4 FT) SOUTHEAST OF MILEPOST 29, 12.3 M (40.4 FT) SOUTHWEST OF
 OY0377'THE NEAR RAIL, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M
 OY0377'(1.0 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 OY0377'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0559 ***********************************************************************
 PY0559  DESIGNATION -  K 370
 PY0559  PID         -  PY0559
 PY0559  STATE/COUNTY-  ID/CLARK
 PY0559  USGS QUAD   -  IDMON (1972)
 PY0559
 PY0559                         *CURRENT SURVEY CONTROL
 PY0559  ___________________________________________________________________
 PY0559* NAD 83(1986)-  44 21 39.     (N)    111 55 55.     (W)     SCALED    
 PY0559* NAVD 88     -      1913.908  (meters)    6279.21   (feet)  POSTED    
 PY0559  ___________________________________________________________________
 PY0559  GEOID HEIGHT-          -9.99  (meters)                     GEOID03
 PY0559  DYNAMIC HT  -        1912.850 (meters)    6275.74  (feet)  COMP
 PY0559  MODELED GRAV-     979,998.8   (mgal)                       NAVD 88
 PY0559
 PY0559  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0559
 PY0559.The horizontal coordinates were scaled from a topographic map and have
 PY0559.an estimated accuracy of +/- 6 seconds.
 PY0559
 PY0559.The orthometric height was determined by differential leveling
 PY0559.and adjusted by the National Geodetic Survey in 1992..
 PY0559.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0559.rate of 0.0 thru 1.0 mm/km.
 PY0559
 PY0559.The geoid height was determined by GEOID03.
 PY0559
 PY0559.The dynamic height is computed by dividing the NAVD 88
 PY0559.geopotential number by the normal gravity value computed on the
 PY0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0559.degrees latitude (g = 980.6199 gals.).
 PY0559
 PY0559.The modeled gravity was interpolated from observed gravity values.
 PY0559
 PY0559;                    North         East    Units  Estimated Accuracy
 PY0559;SPC ID E     -   299,310.      218,710.      MT  (+/- 180 meters Scaled)
 PY0559
 PY0559                          SUPERSEDED SURVEY CONTROL
 PY0559
 PY0559  NGVD 29 (??/??/92) 1912.658  (m)         6275.11   (f) ADJ UNCH    1 2
 PY0559
 PY0559.Superseded values are not recommended for survey control.
 PY0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0559.See file dsdata.txt to determine how the superseded data were derived.
 PY0559
 PY0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ257123(NAD 83)
 PY0559_MARKER: DB = BENCH MARK DISK
 PY0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0559_STAMPING: K 370 1965
 PY0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0559+STABILITY: SURFACE MOTION
 PY0559
 PY0559  HISTORY     - Date     Condition        Report By
 PY0559  HISTORY     - 1965     MONUMENTED       CGS
 PY0559  HISTORY     - 1967     GOOD             NGS
 PY0559
 PY0559                          STATION DESCRIPTION
 PY0559
 PY0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0559'4.65 MI SW FROM KILGORE.
 PY0559'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0559'2.9 MILES WEST AND SOUTH ALONG A COUNTY ROAD, THENCE 0.95 MILE WEST
 PY0559'ALONG THE ROAD TO SPENCER, 0.95 MILE WEST OF THE COUNTY HIGHWAY
 PY0559'MAINTENANCE BUILDING AT IDMON, 27 1/2 FEET NORTH OF THE CENTER LINE OF
 PY0559'THE ROAD, 27 FEET EAST OF A T JUNCTION FENCE CORNER, 27 FEET EAST OF
 PY0559'THE EAST END OF A GATE, 4.2 FEET SOUTH OF A FENCE, 2.3 FEET SOUTHEAST
 PY0559'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE
 PY0559'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0569 ***********************************************************************
 PY0569  DESIGNATION -  K 371
 PY0569  PID         -  PY0569
 PY0569  STATE/COUNTY-  ID/CLARK
 PY0569  USGS QUAD   -  ANTELOPE VALLEY (1972)
 PY0569
 PY0569                         *CURRENT SURVEY CONTROL
 PY0569  ___________________________________________________________________
 PY0569* NAD 83(1986)-  44 25 20.     (N)    111 46 10.     (W)     SCALED    
 PY0569* NAVD 88     -      1961.253  (meters)    6434.54   (feet)  POSTED    
 PY0569  ___________________________________________________________________
 PY0569  GEOID HEIGHT-          -9.62  (meters)                     GEOID03
 PY0569  DYNAMIC HT  -        1960.170 (meters)    6430.99  (feet)  COMP
 PY0569  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 PY0569
 PY0569  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0569
 PY0569.The horizontal coordinates were scaled from a topographic map and have
 PY0569.an estimated accuracy of +/- 6 seconds.
 PY0569
 PY0569.The orthometric height was determined by differential leveling
 PY0569.and adjusted by the National Geodetic Survey in 1992..
 PY0569.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0569.rate of 0.0 thru 1.0 mm/km.
 PY0569
 PY0569.The geoid height was determined by GEOID03.
 PY0569
 PY0569.The dynamic height is computed by dividing the NAVD 88
 PY0569.geopotential number by the normal gravity value computed on the
 PY0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0569.degrees latitude (g = 980.6199 gals.).
 PY0569
 PY0569.The modeled gravity was interpolated from observed gravity values.
 PY0569
 PY0569;                    North         East    Units  Estimated Accuracy
 PY0569;SPC ID E     -   306,190.      231,630.      MT  (+/- 180 meters Scaled)
 PY0569
 PY0569                          SUPERSEDED SURVEY CONTROL
 PY0569
 PY0569  NGVD 29 (??/??/92) 1959.994  (m)         6430.41   (f) ADJ UNCH    1 2
 PY0569
 PY0569.Superseded values are not recommended for survey control.
 PY0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0569.See file dsdata.txt to determine how the superseded data were derived.
 PY0569
 PY0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ387190(NAD 83)
 PY0569_MARKER: DB = BENCH MARK DISK
 PY0569_SETTING: 66 = SET IN ROCK OUTCROP
 PY0569_SP_SET: LAVA OUTCROP
 PY0569_STAMPING: K 371 1965
 PY0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0569+STABILITY: POSITION/ELEVATION WELL
 PY0569
 PY0569  HISTORY     - Date     Condition        Report By
 PY0569  HISTORY     - 1965     MONUMENTED       CGS
 PY0569  HISTORY     - 1967     GOOD             NGS
 PY0569
 PY0569                          STATION DESCRIPTION
 PY0569
 PY0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0569'8.1 MI E FROM KILGORE.
 PY0569'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0569'7.3 MILES EAST ALONG A COUNTY ROAD, 0.8 MILE SOUTH OF BENCH MARK J
 PY0569'371, AT A SMALL LAVA COVERED KNOLL, IN THE TOP OF A LAVA OUTCROP WHICH
 PY0569'PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 60 FEET EAST OF THE CENTER
 PY0569'LINE OF THE ROAD NORTH, 37 FEET NORTH OF THE ROAD, 82 1/2 FEET SOUTH
 PY0569'OF THE WEST END OF A FENCE, 5.1 FEET EAST OF A WITNESS POST, AND ABOUT
 PY0569'4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0553 ***********************************************************************
 PY0553  DESIGNATION -  K 372
 PY0553  PID         -  PY0553
 PY0553  STATE/COUNTY-  ID/FREMONT
 PY0553  USGS QUAD   -  BIG GRASSY RIDGE SE (1972)
 PY0553
 PY0553                         *CURRENT SURVEY CONTROL
 PY0553  ___________________________________________________________________
 PY0553* NAD 83(1986)-  44 01 09.     (N)    111 47 28.     (W)     SCALED    
 PY0553* NAVD 88     -      1528.670  (meters)    5015.31   (feet)  POSTED    
 PY0553  ___________________________________________________________________
 PY0553  GEOID HEIGHT-         -10.78  (meters)                     GEOID03
 PY0553  DYNAMIC HT  -        1527.920 (meters)    5012.85  (feet)  COMP
 PY0553  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 PY0553
 PY0553  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0553
 PY0553.The horizontal coordinates were scaled from a topographic map and have
 PY0553.an estimated accuracy of +/- 6 seconds.
 PY0553
 PY0553.The orthometric height was determined by differential leveling
 PY0553.and adjusted by the National Geodetic Survey in 1992..
 PY0553.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0553.rate of 0.0 thru 1.0 mm/km.
 PY0553
 PY0553.The geoid height was determined by GEOID03.
 PY0553
 PY0553.The dynamic height is computed by dividing the NAVD 88
 PY0553.geopotential number by the normal gravity value computed on the
 PY0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0553.degrees latitude (g = 980.6199 gals.).
 PY0553
 PY0553.The modeled gravity was interpolated from observed gravity values.
 PY0553
 PY0553;                    North         East    Units  Estimated Accuracy
 PY0553;SPC ID E     -   261,390.      230,110.      MT  (+/- 180 meters Scaled)
 PY0553
 PY0553                          SUPERSEDED SURVEY CONTROL
 PY0553
 PY0553  NGVD 29 (??/??/92) 1527.615  (m)         5011.85   (f) ADJ UNCH    1 2
 PY0553
 PY0553.Superseded values are not recommended for survey control.
 PY0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0553.See file dsdata.txt to determine how the superseded data were derived.
 PY0553
 PY0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP365743(NAD 83)
 PY0553_MARKER: DB = BENCH MARK DISK
 PY0553_SETTING: 80 = SET IN A BOULDER
 PY0553_STAMPING: K 372 1967
 PY0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0553+STABILITY: SURFACE MOTION
 PY0553
 PY0553  HISTORY     - Date     Condition        Report By
 PY0553  HISTORY     - 1967     MONUMENTED       CGS
 PY0553
 PY0553                          STATION DESCRIPTION
 PY0553
 PY0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0553'6.0 MI N FROM PARKER.
 PY0553'0.1 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT PARKER, THENCE
 PY0553'1.0 MILE WEST ALONG A COUNTY ROAD, THENCE 4.9 MILES NORTH ALONG A
 PY0553'COUNTY ROAD, 0.15 MILE NORTH OF THE JUNCTION OF AN EASTWEST TRACK
 PY0553'ROAD, IN THE TOP OF A 2- BY 3-FOOT FLAT LAVA BOULDER PROJECTING ABOUT
 PY0553'1/2 FOOT, 123 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTH
 PY0553'OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0529 ***********************************************************************
 PY0529  DESIGNATION -  K 373
 PY0529  PID         -  PY0529
 PY0529  STATE/COUNTY-  ID/CLARK
 PY0529  USGS QUAD   -  IDMON (1972)
 PY0529
 PY0529                         *CURRENT SURVEY CONTROL
 PY0529  ___________________________________________________________________
 PY0529* NAD 83(1986)-  44 17 44.     (N)    111 54 17.     (W)     SCALED    
 PY0529* NAVD 88     -      1904.286  (meters)    6247.65   (feet)  POSTED    
 PY0529  ___________________________________________________________________
 PY0529  GEOID HEIGHT-         -10.16  (meters)                     GEOID03
 PY0529  DYNAMIC HT  -        1903.240 (meters)    6244.21  (feet)  COMP
 PY0529  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 PY0529
 PY0529  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0529
 PY0529.The horizontal coordinates were scaled from a topographic map and have
 PY0529.an estimated accuracy of +/- 6 seconds.
 PY0529
 PY0529.The orthometric height was determined by differential leveling
 PY0529.and adjusted by the National Geodetic Survey in 1992..
 PY0529.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0529.rate of 0.0 thru 1.0 mm/km.
 PY0529
 PY0529.The geoid height was determined by GEOID03.
 PY0529
 PY0529.The dynamic height is computed by dividing the NAVD 88
 PY0529.geopotential number by the normal gravity value computed on the
 PY0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0529.degrees latitude (g = 980.6199 gals.).
 PY0529
 PY0529.The modeled gravity was interpolated from observed gravity values.
 PY0529
 PY0529;                    North         East    Units  Estimated Accuracy
 PY0529;SPC ID E     -   292,070.      220,900.      MT  (+/- 180 meters Scaled)
 PY0529
 PY0529                          SUPERSEDED SURVEY CONTROL
 PY0529
 PY0529  NGVD 29 (??/??/92) 1903.058  (m)         6243.62   (f) ADJ UNCH    1 2
 PY0529
 PY0529.Superseded values are not recommended for survey control.
 PY0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0529.See file dsdata.txt to determine how the superseded data were derived.
 PY0529
 PY0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ278050(NAD 83)
 PY0529_MARKER: DB = BENCH MARK DISK
 PY0529_SETTING: 80 = SET IN A BOULDER
 PY0529_STAMPING: K 373 1967
 PY0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0529+STABILITY: SURFACE MOTION
 PY0529
 PY0529  HISTORY     - Date     Condition        Report By
 PY0529  HISTORY     - 1967     MONUMENTED       CGS
 PY0529
 PY0529                          STATION DESCRIPTION
 PY0529
 PY0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0529'8.55 MI S FROM KILGORE.
 PY0529'0.8 MILES SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0529'7.75 MILES SOUTH ALONG THE ROAD TO ST ANTHONY, IN THE TOP OF A 2 1/2-
 PY0529'BY 3-FOOT FLAT BOULDER PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND, 188
 PY0529'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 77 FEET EAST OF THE
 PY0529'CENTER OF A DITCH, 4.1 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 1
 PY0529'FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0586 ***********************************************************************
 PY0586  DESIGNATION -  K 374
 PY0586  PID         -  PY0586
 PY0586  STATE/COUNTY-  ID/FREMONT
 PY0586  USGS QUAD   -  ICEHOUSE CREEK (1965)
 PY0586
 PY0586                         *CURRENT SURVEY CONTROL
 PY0586  ___________________________________________________________________
 PY0586* NAD 83(1986)-  44 28 18.     (N)    111 31 40.     (W)     SCALED    
 PY0586* NAVD 88     -      2014.975  (meters)    6610.80   (feet)  POSTED    
 PY0586  ___________________________________________________________________
 PY0586  GEOID HEIGHT-          -9.28  (meters)                     GEOID03
 PY0586  DYNAMIC HT  -        2013.850 (meters)    6607.11  (feet)  COMP
 PY0586  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 PY0586
 PY0586  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0586
 PY0586.The horizontal coordinates were scaled from a topographic map and have
 PY0586.an estimated accuracy of +/- 6 seconds.
 PY0586
 PY0586.The orthometric height was determined by differential leveling
 PY0586.and adjusted by the National Geodetic Survey in 1992..
 PY0586.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0586.rate of 0.0 thru 1.0 mm/km.
 PY0586
 PY0586.The geoid height was determined by GEOID03.
 PY0586
 PY0586.The dynamic height is computed by dividing the NAVD 88
 PY0586.geopotential number by the normal gravity value computed on the
 PY0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0586.degrees latitude (g = 980.6199 gals.).
 PY0586
 PY0586.The modeled gravity was interpolated from observed gravity values.
 PY0586
 PY0586;                    North         East    Units  Estimated Accuracy
 PY0586;SPC ID E     -   311,800.      250,830.      MT  (+/- 180 meters Scaled)
 PY0586
 PY0586                          SUPERSEDED SURVEY CONTROL
 PY0586
 PY0586  NGVD 29 (??/??/92) 2013.694  (m)         6606.59   (f) ADJ UNCH    1 2
 PY0586
 PY0586.Superseded values are not recommended for survey control.
 PY0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0586.See file dsdata.txt to determine how the superseded data were derived.
 PY0586
 PY0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ580243(NAD 83)
 PY0586_MARKER: DB = BENCH MARK DISK
 PY0586_SETTING: 66 = SET IN ROCK OUTCROP
 PY0586_SP_SET: LAVA OUTCROP
 PY0586_STAMPING: K 374 1967
 PY0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0586+STABILITY: POSITION/ELEVATION WELL
 PY0586
 PY0586  HISTORY     - Date     Condition        Report By
 PY0586  HISTORY     - 1967     MONUMENTED       CGS
 PY0586
 PY0586                          STATION DESCRIPTION
 PY0586
 PY0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0586'12.05 MI SW FROM MACKS INN.
 PY0586'3.45 MILES SOUTH ALONG U.S. HIGHWAY 20 AND 191 FROM THE POST OFFICE AT
 PY0586'MACKS INN, THENCE 3.8 MILES WEST ALONG A ROAD, THENCE 4.8 MILES WEST
 PY0586'ALONG KILGORE-YALE ROAD, 0.1 MILE SOUTHEAST OF A NATIONAL FOREST
 PY0586'BOUNDARY SIGN, IN THE TOP OF A LAVA OUTCROP WHICH PROJECTS ABOUT 4 1/2
 PY0586'FEET ABOVE THE GROUND, 140 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PY0586'ROAD, 2.5 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 7 FEET HIGHER
 PY0586'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0054 ***********************************************************************
 NU0054  DESIGNATION -  K 375
 NU0054  PID         -  NU0054
 NU0054  STATE/COUNTY-  ID/BANNOCK
 NU0054  USGS QUAD   -  ARIMO (1968)
 NU0054
 NU0054                         *CURRENT SURVEY CONTROL
 NU0054  ___________________________________________________________________
 NU0054* NAD 83(1986)-  42 32 17.     (N)    112 09 53.     (W)     SCALED    
 NU0054* NAVD 88     -      1443.546  (meters)    4736.03   (feet)  ADJUSTED  
 NU0054  ___________________________________________________________________
 NU0054  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 NU0054  DYNAMIC HT  -        1442.619 (meters)    4732.99  (feet)  COMP
 NU0054  MODELED GRAV-     979,929.1   (mgal)                       NAVD 88
 NU0054
 NU0054  VERT ORDER  -  FIRST     CLASS I
 NU0054
 NU0054.The horizontal coordinates were scaled from a topographic map and have
 NU0054.an estimated accuracy of +/- 6 seconds.
 NU0054
 NU0054.The orthometric height was determined by differential leveling
 NU0054.and adjusted by the National Geodetic Survey in June 1991..
 NU0054
 NU0054.The geoid height was determined by GEOID03.
 NU0054
 NU0054.The dynamic height is computed by dividing the NAVD 88
 NU0054.geopotential number by the normal gravity value computed on the
 NU0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0054.degrees latitude (g = 980.6199 gals.).
 NU0054
 NU0054.The modeled gravity was interpolated from observed gravity values.
 NU0054
 NU0054;                    North         East    Units  Estimated Accuracy
 NU0054;SPC ID E     -    96,790.      200,160.      MT  (+/- 180 meters Scaled)
 NU0054
 NU0054                          SUPERSEDED SURVEY CONTROL
 NU0054
 NU0054  NGVD 29 (??/??/92) 1442.467  (m)         4732.49   (f) ADJ UNCH    1 1
 NU0054
 NU0054.Superseded values are not recommended for survey control.
 NU0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0054.See file dsdata.txt to determine how the superseded data were derived.
 NU0054
 NU0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN043101(NAD 83)
 NU0054_MARKER: DB = BENCH MARK DISK
 NU0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0054_SP_SET: BRIDGE
 NU0054_STAMPING: K 375 1967
 NU0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0054
 NU0054  HISTORY     - Date     Condition        Report By
 NU0054  HISTORY     - 1967     MONUMENTED       CGS
 NU0054
 NU0054                          STATION DESCRIPTION
 NU0054
 NU0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0054'1.65 MI S FROM ARIMO.
 NU0054'1.65 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0054'ARIMO, 2 POLES NORTH OF MILEPOLE 103, 1 POLE SOUTH OF THE CROSSING OF
 NU0054'A ROAD, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE WING
 NU0054'WALL OF BRIDGE 103.05, 16.1 FEET EAST OF THE EAST RAIL, AND ABOUT 3
 NU0054'1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0284 ***********************************************************************
 NU0284  DESIGNATION -  K 376
 NU0284  PID         -  NU0284
 NU0284  STATE/COUNTY-  ID/FRANKLIN
 NU0284  USGS QUAD   -  OXFORD (1968)
 NU0284
 NU0284                         *CURRENT SURVEY CONTROL
 NU0284  ___________________________________________________________________
 NU0284* NAD 83(1986)-  42 15 32.     (N)    112 01 17.     (W)     SCALED    
 NU0284* NAVD 88     -      1463.405  (meters)    4801.19   (feet)  ADJUSTED  
 NU0284  ___________________________________________________________________
 NU0284  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 NU0284  DYNAMIC HT  -        1462.431 (meters)    4797.99  (feet)  COMP
 NU0284  MODELED GRAV-     979,905.8   (mgal)                       NAVD 88
 NU0284  OBS GRAVITY -     979,906.3   (mgal)                       GRAV_OBS
 NU0284
 NU0284  VERT ORDER  -  FIRST     CLASS I
 NU0284
 NU0284.The horizontal coordinates were scaled from a topographic map and have
 NU0284.an estimated accuracy of +/- 6 seconds.
 NU0284
 NU0284.The orthometric height was determined by differential leveling
 NU0284.and adjusted by the National Geodetic Survey in June 1991..
 NU0284
 NU0284.The geoid height was determined by GEOID03.
 NU0284
 NU0284.The dynamic height is computed by dividing the NAVD 88
 NU0284.geopotential number by the normal gravity value computed on the
 NU0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0284.degrees latitude (g = 980.6199 gals.).
 NU0284
 NU0284.The modeled gravity was interpolated from observed gravity values.
 NU0284.The observed gravity was obtained from relative gravimeter ties
 NU0284.to the IGSN71 gravity network.
 NU0284
 NU0284;                    North         East    Units  Estimated Accuracy
 NU0284;SPC ID E     -    65,790.      211,990.      MT  (+/- 180 meters Scaled)
 NU0284
 NU0284                          SUPERSEDED SURVEY CONTROL
 NU0284
 NU0284  NGVD 29 (??/??/92) 1462.344  (m)         4797.71   (f) ADJ UNCH    1 1
 NU0284
 NU0284.Superseded values are not recommended for survey control.
 NU0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0284.See file dsdata.txt to determine how the superseded data were derived.
 NU0284
 NU0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM157790(NAD 83)
 NU0284_MARKER: DB = BENCH MARK DISK
 NU0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0284_SP_SET: CULVERT
 NU0284_STAMPING: K 376 1967
 NU0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0284
 NU0284  HISTORY     - Date     Condition        Report By
 NU0284  HISTORY     - 1967     MONUMENTED       CGS
 NU0284
 NU0284                          STATION DESCRIPTION
 NU0284
 NU0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0284'4.4 MI S FROM SWAN LAKE.
 NU0284'0.6 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 NU0284'HIGHWAY 91 AT SWAN LAKE, THENCE 3.8 MILES SOUTH ALONG A COUNTY ROAD,
 NU0284'AT OXFORD, AT THE JUNCTION OF A GRAVELED AND ASPHALT ROAD EAST, 48
 NU0284'FEET NORTHWEST OF THE CENTER OF THE JUNCTION, IN THE TOP OF THE SOUTH
 NU0284'END OF THE WEST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 33 1/2
 NU0284'FEET WEST OF THE CENTER LINE OF THE ROAD, 15 1/2 FEET NORTH OF THE
 NU0284'CENTER LINE OF A DRIVEWAY WEST, 100.6 FEET NORTHWEST AND ACROSS THE
 NU0284'ROAD FROM A MONUMENT COMMEMORATING THE SEATTLEMENT OF OXFORD, 21 1/2
 NU0284'FEET NORTH OF A POWER POLE, 1.0 FOOT EAST OF A FENCE, AND ABOUT 1 FOOT
 NU0284'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0221 ***********************************************************************
 PZ0221  DESIGNATION -  K 38
 PZ0221  PID         -  PZ0221
 PZ0221  STATE/COUNTY-  ID/CLARK
 PZ0221  USGS QUAD   -  SCOTT BUTTE (1969)
 PZ0221
 PZ0221                         *CURRENT SURVEY CONTROL
 PZ0221  ___________________________________________________________________
 PZ0221* NAD 83(1992)-  44 02 00.20035(N)    112 47 50.84624(W)     ADJUSTED  
 PZ0221* NAVD 88     -      1659.348  (meters)    5444.04   (feet)  ADJUSTED  
 PZ0221  ___________________________________________________________________
 PZ0221  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 PZ0221  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 PZ0221  DYNAMIC HT  -        1658.485 (meters)    5441.21  (feet)  COMP
 PZ0221  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 PZ0221
 PZ0221  HORZ ORDER  -  SECOND
 PZ0221  VERT ORDER  -  SECOND    CLASS 0
 PZ0221
 PZ0221.The horizontal coordinates were established by classical geodetic methods
 PZ0221.and adjusted by the National Geodetic Survey in July 1992..
 PZ0221
 PZ0221.The orthometric height was determined by differential leveling
 PZ0221.and adjusted by the National Geodetic Survey in June 1991..
 PZ0221
 PZ0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0221
 PZ0221.The geoid height was determined by GEOID03.
 PZ0221
 PZ0221.The dynamic height is computed by dividing the NAVD 88
 PZ0221.geopotential number by the normal gravity value computed on the
 PZ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0221.degrees latitude (g = 980.6199 gals.).
 PZ0221
 PZ0221.The modeled gravity was interpolated from observed gravity values.
 PZ0221
 PZ0221;                    North         East     Units Scale Factor Converg.
 PZ0221;SPC ID E     -   263,098.403   149,437.692   MT  0.99997880   -0 26 18.4
 PZ0221;SPC ID C     -   263,608.102   596,392.444   MT  1.00006160   +0 50 09.3
 PZ0221;UTM  12      - 4,877,151.885   355,970.465   MT  0.99985514   -1 14 58.5
 PZ0221
 PZ0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0221!SPC ID E     -   0.99974160  x   0.99997880  =   0.99972041
 PZ0221!SPC ID C     -   0.99974160  x   1.00006160  =   0.99980319
 PZ0221!UTM  12      -   0.99974160  x   0.99985514  =   0.99959678
 PZ0221
 PZ0221|---------------------------------------------------------------------|
 PZ0221| PID    Reference Object                     Distance      Geod. Az  |
 PZ0221|                                                           dddmmss.s |
 PZ0221| CN3945 K 38 RM 1                            12.795 METERS 01726     |
 PZ0221| CN3946 K 38 RM 2                             9.703 METERS 12740     |
 PZ0221| CN3944 K 38 AZ MK                                         1365008.4 |
 PZ0221| OY0923 SADDLE MTN PEAK                     APPROX.16.5 KM 2294739.7 |
 PZ0221| PZ0748 DIAMOND PEAK                        APPROX.25.8 KM 2974809.0 |
 PZ0221| PZ0697 COPPER MOUNTAIN                     APPROX.15.8 KM 3500852.1 |
 PZ0221|---------------------------------------------------------------------|
 PZ0221
 PZ0221                          SUPERSEDED SURVEY CONTROL
 PZ0221
 PZ0221  NAD 83(1986)-  44 02 00.19625(N)    112 47 50.83882(W) AD(       ) 2
 PZ0221  NAD 27      -  44 02 00.53400(N)    112 47 47.85100(W) AD(       ) 2
 PZ0221  NGVD 29 (??/??/92) 1658.191  (m)         5440.25   (f) ADJ UNCH    2 0
 PZ0221
 PZ0221.Superseded values are not recommended for survey control.
 PZ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0221.See file dsdata.txt to determine how the superseded data were derived.
 PZ0221
 PZ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP5597077152(NAD 83)
 PZ0221_MARKER: DB = BENCH MARK DISK
 PZ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0221_STAMPING: K 38 1934
 PZ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0221+STABILITY: SURFACE MOTION
 PZ0221
 PZ0221  HISTORY     - Date     Condition        Report By
 PZ0221  HISTORY     - 1950     MONUMENTED       CGS
 PZ0221  HISTORY     - 1969     GOOD             USGS
 PZ0221  HISTORY     - 1969     GOOD             USGS
 PZ0221
 PZ0221                          STATION DESCRIPTION
 PZ0221
 PZ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0221'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY
 PZ0221'28, ABOUT 52 MILES SOUTHEAST OF LEADORE, ABOUT 24 MILES
 PZ0221'NORTHWEST OF TERRETON, ABOUT 4 MILES WEST OF THE RENO RANCH
 PZ0221'AND ABOUT 1-1/2 MILES NORTH OF THE DUBOIS ROAD JUNCTION.
 PZ0221'
 PZ0221'TO REACH, FROM THE U.S. POST OFFICE IN TERRETON, GO NORTHWEST,
 PZ0221'ON STATE HIGHWAY 28, FOR 21.5 MILES TO THE DUBOIS ROAD JUNCTION
 PZ0221'AND THE AZIMUTH MARK.  CONTINUE NORTHWEST, ON STATE HIGHWAY
 PZ0221'28, FOR 1.4 MILES.  TURN RIGHT, ACROSS COUNTRY, AND GO EAST
 PZ0221'0.1 MILE TO THE STATION.
 PZ0221'
 PZ0221'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH
 PZ0221'MARK, STAMPED K 38 1934, SET INTO THE TOP OF A 6 INCH SQUARE
 PZ0221'CONCRETE MONUMENT WHICH PROJECTS ABOUT 8 INCHES AND IS LOCATED
 PZ0221'100 YARDS EAST OF THE CENTERLINE OF STATE HIGHWAY 28.
 PZ0221'
 PZ0221'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BM K 38 NO
 PZ0221'1 1950, SET INTO THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 PZ0221'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 PZ0221'AS THE STATION.
 PZ0221'
 PZ0221'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BM K 38 NO
 PZ0221'2 1950, SET INTO THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 PZ0221'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 PZ0221'AS THE STATION.
 PZ0221'
 PZ0221'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BM K 38 1950,
 PZ0221'SET INTO A DRILL HOLE IN A BOULDER 3 FEET IN DIAMETER WHICH
 PZ0221'PROJECTS ABOUT 5 FEET.  IT IS LOCATED AT THE BASE OF RENO
 PZ0221'POINT AND ABOUT 100 YARDS NORTHEAST OF THE CENTERLINE OF
 PZ0221'STATE HIGHWAY 28.
 PZ0221
 PZ0221                          STATION RECOVERY (1969)
 PZ0221
 PZ0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PZ0221'THE STATION MARK PROJECTS 0.5 FT.
 PZ0221'
 PZ0221'STATION MARK--A U.S. COAST AND GEODETIC SURVEY BENCH MARK, STAMPED
 PZ0221'---K 38 1934---, SET INTO THE TOP OF A 6 INCH SQUARE CONCRETE
 PZ0221'MONUMENT WHICH PROJECTS ABOUT 8 INCHES.
 PZ0221
 PZ0221                          STATION RECOVERY (1969)
 PZ0221
 PZ0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PZ0221'6.3 MI NW FROM RENO RANCH.
 PZ0221'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 28 WHICH IS 18
 PZ0221'MILES (AIRLINE) NW OF TERRETON, GO NW ON HWY. 28 FOR 4.45 MILES TO A
 PZ0221'CROSSING OF BIRCH CREEK.  CONTINUE ON THE HIGHWAY FOR 0.2 MILE.  TURN
 PZ0221'AND GO NE CROSS-COUNTRY FOR 0.1 MILE TO THE BM WHICH IS SET IN THE TOP
 PZ0221'OF A CONCRETE POST, WHICH PROJECS 0.5 FOOT.  NOTE-- THERE ARE TWO USC
 PZ0221'AND GS REFERENCE MARKS AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0648 ***********************************************************************
 TO0648  DESIGNATION -  K 381
 TO0648  PID         -  TO0648
 TO0648  STATE/COUNTY-  ID/BOUNDARY
 TO0648  USGS QUAD   -  MOYIE SPRINGS (1996)
 TO0648
 TO0648                         *CURRENT SURVEY CONTROL
 TO0648  ___________________________________________________________________
 TO0648* NAD 83(1986)-  48 43 18.     (N)    116 08 12.     (W)     SCALED    
 TO0648* NAVD 88     -       720.606  (meters)    2364.19   (feet)  ADJUSTED  
 TO0648  ___________________________________________________________________
 TO0648  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 TO0648  DYNAMIC HT  -         720.675 (meters)    2364.41  (feet)  COMP
 TO0648  MODELED GRAV-     980,683.5   (mgal)                       NAVD 88
 TO0648
 TO0648  VERT ORDER  -  FIRST     CLASS II
 TO0648
 TO0648.The horizontal coordinates were scaled from a topographic map and have
 TO0648.an estimated accuracy of +/- 6 seconds.
 TO0648
 TO0648.The orthometric height was determined by differential leveling
 TO0648.and adjusted by the National Geodetic Survey in June 1991..
 TO0648
 TO0648.The geoid height was determined by GEOID03.
 TO0648
 TO0648.The dynamic height is computed by dividing the NAVD 88
 TO0648.geopotential number by the normal gravity value computed on the
 TO0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0648.degrees latitude (g = 980.6199 gals.).
 TO0648
 TO0648.The modeled gravity was interpolated from observed gravity values.
 TO0648
 TO0648;                    North         East    Units  Estimated Accuracy
 TO0648;SPC ID W     -   784,080.      771,550.      MT  (+/- 180 meters Scaled)
 TO0648
 TO0648                          SUPERSEDED SURVEY CONTROL
 TO0648
 TO0648.No superseded survey control is available for this station.
 TO0648
 TO0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP634968(NAD 83)
 TO0648_MARKER: I = METAL ROD
 TO0648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0648_SP_SET: STAINLESS STEEL ROD
 TO0648_STAMPING: K 381 1980
 TO0648_PROJECTION: FLUSH
 TO0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0648_ROD/PIPE-DEPTH: 9.0  meters
 TO0648
 TO0648  HISTORY     - Date     Condition        Report By
 TO0648  HISTORY     - 1980     MONUMENTED       NGS
 TO0648
 TO0648                          STATION DESCRIPTION
 TO0648
 TO0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0648'17.9 KM SE FROM BONNERS FERRY.
 TO0648'4.7 KILOMETERS (2.9 MILES) NORTH ALONG US HIGHWAYS 2 AND 95 FROM THE
 TO0648'POST OFFICE IN BONNERS FERRY, THENCE 13.2 KILOMETERS (8.15 MILES)
 TO0648'SOUTHEAST ALONG US HIGHWAY 2, IN LINE WITH A ROW OF POWER LINE POLES,
 TO0648'30.0 METERS (98.4 FEET) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 TO0648'HIGHWAY, 5.8 METERS (19.0 FEET) EAST OF THE CENTERLINE OF DIRT
 TO0648'DRIVE LEADING SOUTH TO A ONE STROY FRAME HOUSE, 3.0 METERS (10.0
 TO0648'FEET) SOUTH-SOUTHEAST OF A POWER LINE POLE WITH A SINGLE GUY WIRE.
 TO0648'THE MARK IS 0.8 METERS  NNW FROM A WITNESS POST.
 TO0648'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0616 ***********************************************************************
 TO0616  DESIGNATION -  K 382
 TO0616  PID         -  TO0616
 TO0616  STATE/COUNTY-  ID/BOUNDARY
 TO0616  USGS QUAD   -  RITZ (1996)
 TO0616
 TO0616                         *CURRENT SURVEY CONTROL
 TO0616  ___________________________________________________________________
 TO0616* NAD 83(1986)-  48 50 53.     (N)    116 20 03.     (W)     SCALED    
 TO0616* NAVD 88     -       673.263  (meters)    2208.86   (feet)  ADJUSTED  
 TO0616  ___________________________________________________________________
 TO0616  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 TO0616  DYNAMIC HT  -         673.333 (meters)    2209.09  (feet)  COMP
 TO0616  MODELED GRAV-     980,693.8   (mgal)                       NAVD 88
 TO0616
 TO0616  VERT ORDER  -  FIRST     CLASS II
 TO0616
 TO0616.The horizontal coordinates were scaled from a topographic map and have
 TO0616.an estimated accuracy of +/- 6 seconds.
 TO0616
 TO0616.The orthometric height was determined by differential leveling
 TO0616.and adjusted by the National Geodetic Survey in June 1991..
 TO0616
 TO0616.The geoid height was determined by GEOID03.
 TO0616
 TO0616.The dynamic height is computed by dividing the NAVD 88
 TO0616.geopotential number by the normal gravity value computed on the
 TO0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0616.degrees latitude (g = 980.6199 gals.).
 TO0616
 TO0616.The modeled gravity was interpolated from observed gravity values.
 TO0616
 TO0616;                    North         East    Units  Estimated Accuracy
 TO0616;SPC ID W     -   798,230.      757,130.      MT  (+/- 180 meters Scaled)
 TO0616
 TO0616                          SUPERSEDED SURVEY CONTROL
 TO0616
 TO0616.No superseded survey control is available for this station.
 TO0616
 TO0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ488107(NAD 83)
 TO0616_MARKER: I = METAL ROD
 TO0616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0616_SP_SET: STAINLESS STEEL ROD
 TO0616_STAMPING: K 382 1980
 TO0616_MARK LOGO: NGS   
 TO0616_PROJECTION: FLUSH
 TO0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0616_ROD/PIPE-DEPTH: 6.0  meters
 TO0616
 TO0616  HISTORY     - Date     Condition        Report By
 TO0616  HISTORY     - 1980     MONUMENTED       NGS
 TO0616
 TO0616                          STATION DESCRIPTION
 TO0616
 TO0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0616'19.3 KM NORTH FROM BONNERS FERRY.
 TO0616'19.3 KILOMETERS (12.0 MILES) NORTH ALONG U.S. HIGHWAY 95 FROM THE POST
 TO0616'OFFICE IN BONNERS FERRY, AT THE JUNCTION OF GILES CONNECTION ROAD,
 TO0616'15.9 METERS (52.0 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 5.5
 TO0616'METERS (18.0 FEET) SOUTH OF THE CENTERLINE OF GILES CONNECTION ROAD,
 TO0616'4.6 METERS (15.0 FEET) NORTHEAST OF A T JUNCTION POWER LINE POLE
 TO0616'NUMBER B 811, 3.1 METERS (10.0 FEET) EAST OF A NORTHWEST CORNER FENCE
 TO0616'POST, 0.6 METER (2.0 FEET) NORTH OF A BARBED WIRE FENCE LINE.
 TO0616'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 TO0616'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0536 ***********************************************************************
 TO0536  CBN         -  This is a Cooperative Base Network Control Station.
 TO0536  DESIGNATION -  K 383
 TO0536  PID         -  TO0536
 TO0536  STATE/COUNTY-  ID/BOUNDARY
 TO0536  USGS QUAD   -  NAPLES (1996)
 TO0536
 TO0536                         *CURRENT SURVEY CONTROL
 TO0536  ___________________________________________________________________
 TO0536* NAD 83(1999)-  48 32 16.94287(N)    116 25 07.82522(W)     ADJUSTED  
 TO0536* NAVD 88     -       660.704  (meters)    2167.66   (feet)  ADJUSTED  
 TO0536  ___________________________________________________________________
 TO0536  X           -  -1,882,718.371 (meters)                     COMP
 TO0536  Y           -  -3,789,582.200 (meters)                     COMP
 TO0536  Z           -   4,757,182.177 (meters)                     COMP
 TO0536  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 TO0536  ELLIP HEIGHT-         644.12  (meters)          (09/01/00) GPS OBS
 TO0536  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TO0536  DYNAMIC HT  -         660.760 (meters)    2167.84  (feet)  COMP
 TO0536  MODELED GRAV-     980,675.0   (mgal)                       NAVD 88
 TO0536
 TO0536  HORZ ORDER  -  A
 TO0536  VERT ORDER  -  FIRST     CLASS II
 TO0536  ELLP ORDER  -  THIRD     CLASS I
 TO0536
 TO0536.The horizontal coordinates were established by GPS observations
 TO0536.and adjusted by the National Geodetic Survey in September 2000..
 TO0536.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TO0536.DATUM ITEM on the data sheet items page.
 TO0536
 TO0536.The orthometric height was determined by differential leveling
 TO0536.and adjusted by the National Geodetic Survey in June 1991..
 TO0536
 TO0536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TO0536
 TO0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0536
 TO0536.The ellipsoidal height was determined by GPS observations
 TO0536.and is referenced to NAD 83.
 TO0536
 TO0536.The geoid height was determined by GEOID03.
 TO0536
 TO0536.The dynamic height is computed by dividing the NAVD 88
 TO0536.geopotential number by the normal gravity value computed on the
 TO0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0536.degrees latitude (g = 980.6199 gals.).
 TO0536
 TO0536.The modeled gravity was interpolated from observed gravity values.
 TO0536
 TO0536;                    North         East     Units Scale Factor Converg.
 TO0536;SPC ID W     -   763,806.804   750,612.178   MT  0.99996329   -0 30 04.4
 TO0536;UTM  11      - 5,376,266.959   542,899.119   MT  0.99962261   +0 26 07.9
 TO0536
 TO0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0536!SPC ID W     -   0.99989906  x   0.99996329  =   0.99986236
 TO0536!UTM  11      -   0.99989906  x   0.99962261  =   0.99952171
 TO0536
 TO0536                          SUPERSEDED SURVEY CONTROL
 TO0536
 TO0536  NAVD 88 (09/01/00)  660.70   (m)         2167.6    (f) LEVELING    3  
 TO0536
 TO0536.Superseded values are not recommended for survey control.
 TO0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0536.See file dsdata.txt to determine how the superseded data were derived.
 TO0536
 TO0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP4289976267(NAD 83)
 TO0536_MARKER: I = METAL ROD
 TO0536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0536_SP_SET: STAINLESS STEEL ROD
 TO0536_STAMPING: K 383 1980
 TO0536_MARK LOGO: NGS   
 TO0536_PROJECTION: FLUSH
 TO0536_MAGNETIC: N = NO MAGNETIC MATERIAL
 TO0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TO0536+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 TO0536_ROD/PIPE-DEPTH: 12.0 meters
 TO0536
 TO0536  HISTORY     - Date     Condition        Report By
 TO0536  HISTORY     - 1980     MONUMENTED       NGS
 TO0536  HISTORY     - 19990525 GOOD             NGS
 TO0536  HISTORY     - 20041113 GOOD             DJC
 TO0536
 TO0536                          STATION DESCRIPTION
 TO0536
 TO0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0536'20.7 KM SOUTH FROM BONNERS FERRY.
 TO0536'20.7 KILOMETERS (12.8 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM
 TO0536'THE POST OFFICE IN BONNERS FERRY, 15.6 METERS (51.0 FEET) NORTHEAST OF
 TO0536'THE CENTERLINE OF A GRAVEL DRIVE LEADING SOUTHEAST, 12.3 METERS (40.3
 TO0536'FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.8 METERS (35.5
 TO0536'FEET) NORTHEAST OF AN ANGLE IN THE HIGHWAY RIGHT-OF-WAY FENCE, 4.3
 TO0536'METERS (14.0 FEET) SOUTHWEST OF T JUNCTION POWER LINE POLE NUMBER
 TO0536'349 GUYED ACROSS THE HIGHWAY, 0.4 METERS (1.3 FEET) NORTHWEST OF THE
 TO0536'RIGHT-OF-WAY FENCE.
 TO0536'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 TO0536'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TO0536
 TO0536                          STATION RECOVERY (1999)
 TO0536
 TO0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 TO0536'THE STATION IS LOCATED ABOUT 30.58 KM (19.00 MI) NORTH OF SANDPOINT,
 TO0536'ABOUT 20.92 KM (13.00 MI) SOUTH OF BONNERS FERRY, ON THE SOUTHEAST
 TO0536'SIDE OF COMBINED US HIGHWAYS 2 AND 95, 0.40 KM (0.25 MI) SOUTHWEST OF
 TO0536'HIGHWAY MILEPOST 495, ALONG HIGHWAY RIGHT-OF-WAY ON THE NORTH SIDE OF
 TO0536'A GRAVEL ENTRANCE DRIVE LEADING SOUTHEAST TO A FRAME HOUSE.
 TO0536'OWNERSHIP--STATE OF IDAHO.  TO REACH THE STATION FROM THE JUNCTION OF
 TO0536'COMBINED US HIGHWAYS 2 AND 95 AND STATE HIGHWAY 200 LOCATED ON THE
 TO0536'NORTH SIDE OF SANDPOINT, GO NORTHEAST ON HIGHWAY 2 AND 95 FOR 30.58 KM
 TO0536'(19.00 MI) TO THE STATION ON THE RIGHT.  THE STATION A PUNCH MARK ON
 TO0536'THE TOP OF A DATUM CAP CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 TO0536'ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO CAP FLUSH WITH THE
 TO0536'GROUND.  LOCATED 39.9 FT (12.2 M) SOUTHEAST FROM THE CENTERLINE OF THE
 TO0536'HIGHWAY, 37.0 FT (11.3 M) NORTHEAST FROM THE WEST CORNER POST OF A
 TO0536'BARBED WIRE FENCE, 16.9 FT (5.2 M) SOUTH FROM POWER POLE NUMBER B 349
 TO0536'WITH TRANSFORMER, 1.4 FT (0.4 M) SOUTHWEST FROM A METAL WITNESS POST
 TO0536'AND 1.2 FT (0.4 M) NORTH-NORTHWEST FROM THE BARBED WIRE FENCE.
 TO0536
 TO0536                          STATION RECOVERY (2004)
 TO0536
 TO0536'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 TO0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0572 ***********************************************************************
 TO0572  DESIGNATION -  K 384
 TO0572  PID         -  TO0572
 TO0572  STATE/COUNTY-  ID/BONNER
 TO0572  USGS QUAD   -  CABINET (1989)
 TO0572
 TO0572                         *CURRENT SURVEY CONTROL
 TO0572  ___________________________________________________________________
 TO0572* NAD 83(1986)-  48 06 00.     (N)    116 07 33.     (W)     SCALED    
 TO0572* NAVD 88     -       676.128  (meters)    2218.26   (feet)  ADJUSTED  
 TO0572  ___________________________________________________________________
 TO0572  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 TO0572  DYNAMIC HT  -         676.154 (meters)    2218.35  (feet)  COMP
 TO0572  MODELED GRAV-     980,629.6   (mgal)                       NAVD 88
 TO0572
 TO0572  VERT ORDER  -  FIRST     CLASS II
 TO0572
 TO0572.The horizontal coordinates were scaled from a topographic map and have
 TO0572.an estimated accuracy of +/- 6 seconds.
 TO0572
 TO0572.The orthometric height was determined by differential leveling
 TO0572.and adjusted by the National Geodetic Survey in June 1991..
 TO0572
 TO0572.The geoid height was determined by GEOID03.
 TO0572
 TO0572.The dynamic height is computed by dividing the NAVD 88
 TO0572.geopotential number by the normal gravity value computed on the
 TO0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0572.degrees latitude (g = 980.6199 gals.).
 TO0572
 TO0572.The modeled gravity was interpolated from observed gravity values.
 TO0572
 TO0572;                    North         East    Units  Estimated Accuracy
 TO0572;SPC ID W     -   714,950.      772,010.      MT  (+/- 180 meters Scaled)
 TO0572
 TO0572                          SUPERSEDED SURVEY CONTROL
 TO0572
 TO0572.No superseded survey control is available for this station.
 TO0572
 TO0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP650277(NAD 83)
 TO0572_MARKER: I = METAL ROD
 TO0572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0572_SP_SET: STAINLESS STEEL ROD
 TO0572_STAMPING: K 384 1980
 TO0572_PROJECTION: FLUSH
 TO0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0572_ROD/PIPE-DEPTH: 6.0  meters
 TO0572
 TO0572  HISTORY     - Date     Condition        Report By
 TO0572  HISTORY     - 1980     MONUMENTED       NGS
 TO0572
 TO0572                          STATION DESCRIPTION
 TO0572
 TO0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0572'6.6 KM SE FROM CLARK FORK.
 TO0572'6.6 KILOMETERS (4.1 FEET) SOUTHEAST ALONG STATE HIGHWAY 200 FROM THE
 TO0572'PUBLIC SCHOOL IN CLARK FORK, 0.5 KILOMETER (0.3 MILE)
 TO0572'SOUTHEAST OF HIGHWAY MILEPOST 59, AT THE T JUNCTION OF A PRIVATE
 TO0572'DRIVE LEADING TO A ONE STORY FRAME HOUSE, 12.2 METERS (40.0 FEET)
 TO0572'SOUTHWEST OF THE CENTELINE OF THE HIGHWAY, 15.25 METERS (50.0 FEET)
 TO0572'NORTHWEST ACROSS THE DRIVE FROM TELEPHONE CABLE BOX NUMBER 320 110,
 TO0572'9.1 METERS (30.0 FEET) NORTHWEST OF THE CENTERLINE OF THE DRIVE,
 TO0572'5.0 METERS (16.4 FEET) NORTHWEST OF A CORNER POST AT A OFFSET IN THE
 TO0572'HIGHWAY RIGHT-OF-WAY FENCE, 3.65 METERS (12.0 FEET) SOUTHEAST OF A
 TO0572'30-INCH DIAMETER WHITE PINE IN LINE WITH THE RIGHT-OF-WAY FENCE, 25.0
 TO0572'METERS (82.0 FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 TO0572'0.45 METER (1.5 FEET) NORTHEAST OF THE FENCE LINE.
 TO0572'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 TO0572'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0595 ***********************************************************************
 TO0595  DESIGNATION -  K 385
 TO0595  PID         -  TO0595
 TO0595  STATE/COUNTY-  ID/BONNER
 TO0595  USGS QUAD   -  TROUT PEAK (1989)
 TO0595
 TO0595                         *CURRENT SURVEY CONTROL
 TO0595  ___________________________________________________________________
 TO0595* NAD 83(1986)-  48 18 42.     (N)    116 22 16.     (W)     SCALED    
 TO0595* NAVD 88     -       633.950  (meters)    2079.88   (feet)  ADJUSTED  
 TO0595  ___________________________________________________________________
 TO0595  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 TO0595  DYNAMIC HT  -         633.994 (meters)    2080.03  (feet)  COMP
 TO0595  MODELED GRAV-     980,660.6   (mgal)                       NAVD 88
 TO0595
 TO0595  VERT ORDER  -  FIRST     CLASS II
 TO0595
 TO0595.The horizontal coordinates were scaled from a topographic map and have
 TO0595.an estimated accuracy of +/- 6 seconds.
 TO0595
 TO0595.The orthometric height was determined by differential leveling
 TO0595.and adjusted by the National Geodetic Survey in June 1991..
 TO0595
 TO0595.The geoid height was determined by GEOID03.
 TO0595
 TO0595.The dynamic height is computed by dividing the NAVD 88
 TO0595.geopotential number by the normal gravity value computed on the
 TO0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0595.degrees latitude (g = 980.6199 gals.).
 TO0595
 TO0595.The modeled gravity was interpolated from observed gravity values.
 TO0595
 TO0595;                    North         East    Units  Estimated Accuracy
 TO0595;SPC ID W     -   738,610.      753,930.      MT  (+/- 180 meters Scaled)
 TO0595
 TO0595                          SUPERSEDED SURVEY CONTROL
 TO0595
 TO0595.No superseded survey control is available for this station.
 TO0595
 TO0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP466511(NAD 83)
 TO0595_MARKER: DB = BENCH MARK DISK
 TO0595_SETTING: 66 = SET IN ROCK OUTCROP
 TO0595_SP_SET: ROCK OUTCROP
 TO0595_STAMPING: K 385 1980
 TO0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0595+STABILITY: POSITION/ELEVATION WELL
 TO0595
 TO0595  HISTORY     - Date     Condition        Report By
 TO0595  HISTORY     - 1980     MONUMENTED       NGS
 TO0595
 TO0595                          STATION DESCRIPTION
 TO0595
 TO0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0595'10.1 KM NW FROM EAST HOPE.
 TO0595'10.0 KILOMETERS (6.2 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 TO0595'THE PUBLIC SCHOOL IN EAST HOPE, THENCE 0.1 KILOMETER (0.05 MILE)
 TO0595'SOUTHEAST ALONG A PRIVATE DRIVE LEADING TO A MOBILE HOME, SET IN TOP
 TO0595'OF THE SOUTHEAST END OF THE LOWEST OF THREE GRANITE SHELVES OF
 TO0595'OUTCROP, 46.0 METERS (151 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY,
 TO0595'26.2 METERS (86.0 FEET) NORTH OF THE NORTHWEST CORNER OF THE MOBILE
 TO0595'HOME, 8.0 METERS (26.0 FEET) NORTHWEST OF THE SOUTHEAST END OF A
 TO0595'LONG SLOPING OUTCROP, 7.0 METERS (23.0 FEET) NORTHEAST OF THE
 TO0595'CENTERLINE OF THE DRIVE, 1.8 METERS (6.0 FEET) SOUTHWEST  OF THE
 TO0595'SOUTHWEST FACE OF THE OUTCROP.
 TO0595'THE MARK IS 1.0 M ABOVE THE RIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0817 ***********************************************************************
 RY0817  DESIGNATION -  K 387
 RY0817  PID         -  RY0817
 RY0817  STATE/COUNTY-  ID/IDAHO
 RY0817  USGS QUAD   -  LOLO HOT SPRINGS (1964)
 RY0817
 RY0817                         *CURRENT SURVEY CONTROL
 RY0817  ___________________________________________________________________
 RY0817* NAD 83(1986)-  46 37 39.     (N)    114 35 10.     (W)     SCALED    
 RY0817* NAVD 88     -      1545.661  (meters)    5071.06   (feet)  ADJUSTED  
 RY0817  ___________________________________________________________________
 RY0817  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RY0817  DYNAMIC HT  -        1545.237 (meters)    5069.67  (feet)  COMP
 RY0817  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 RY0817
 RY0817  VERT ORDER  -  FIRST     CLASS II
 RY0817
 RY0817.The horizontal coordinates were scaled from a topographic map and have
 RY0817.an estimated accuracy of +/- 6 seconds.
 RY0817
 RY0817.The orthometric height was determined by differential leveling
 RY0817.and adjusted by the National Geodetic Survey in June 1991..
 RY0817
 RY0817.The geoid height was determined by GEOID03.
 RY0817
 RY0817.The dynamic height is computed by dividing the NAVD 88
 RY0817.geopotential number by the normal gravity value computed on the
 RY0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0817.degrees latitude (g = 980.6199 gals.).
 RY0817
 RY0817.The modeled gravity was interpolated from observed gravity values.
 RY0817
 RY0817;                    North         East    Units  Estimated Accuracy
 RY0817;SPC ID W     -   551,850.      889,130.      MT  (+/- 180 meters Scaled)
 RY0817
 RY0817                          SUPERSEDED SURVEY CONTROL
 RY0817
 RY0817.No superseded survey control is available for this station.
 RY0817
 RY0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM847666(NAD 83)
 RY0817_MARKER: DV = VERTICAL CONTROL DISK
 RY0817_SETTING: 66 = SET IN ROCK OUTCROP
 RY0817_SP_SET: ROCK OUTCROP
 RY0817_STAMPING: K 387 1980
 RY0817_MARK LOGO: NGS   
 RY0817_MAGNETIC: N = NO MAGNETIC MATERIAL
 RY0817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0817+STABILITY: POSITION/ELEVATION WELL
 RY0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RY0817+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1995
 RY0817
 RY0817  HISTORY     - Date     Condition        Report By
 RY0817  HISTORY     - 1980     MONUMENTED       NGS
 RY0817  HISTORY     - 19950618 GOOD             NGS
 RY0817
 RY0817                          STATION DESCRIPTION
 RY0817
 RY0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0817'21.3 KM (13.2 MI) NE FROM POWELL RANGER STATION.
 RY0817'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0817'RANGER STATION, THENCE 20.3 KILOMETERS (12.6 MILES) NORTHEAST ALONG
 RY0817'U.S. HIGHWAY 12, 0.5 KILOMETER (0.3 MILE) SOUTH OF HIGHWAY MILEPOST
 RY0817'174, 0.4 KILOMETER (0.25 MILE) SOUTH OF THE SOUTH END OF A HIGHWAY
 RY0817'CURVE, ALSO 1.1 KILOMETERS (0.7 MILE) SOUTH ALONG U.S. HIGHWAY 12
 RY0817'FROM BENCH MARK E 372 AT THE TOP OF LOLO PASS, SET IN TOP OF A 0.6
 RY0817'X 0.75 METER (2 X 2.25 FOOT) AREA OF OUTCROP PROJECTING 15
 RY0817'CENTIMETERS FROM A HIGHWAY CUT BANK, 8.3 METERS (27.2 FEET) EAST OF
 RY0817'THE CENTERLINE OF THE HIGHWAY, 62.0 METERS (203 FEET) NORTH OF THE
 RY0817'EAST END OF AN 18-INCH DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY.
 RY0817'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 RY0817'THE MARK IS 1.0 M ABOVE THE HIGHWAY CENTERLINE.
 RY0817
 RY0817                          STATION RECOVERY (1995)
 RY0817
 RY0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 RY0817'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0794 ***********************************************************************
 RY0794  DESIGNATION -  K 388
 RY0794  PID         -  RY0794
 RY0794  STATE/COUNTY-  ID/IDAHO
 RY0794  USGS QUAD   -  CAYUSE JUNCTION (1994)
 RY0794
 RY0794                         *CURRENT SURVEY CONTROL
 RY0794  ___________________________________________________________________
 RY0794* NAD 83(1986)-  46 30 10.     (N)    114 48 45.     (W)     SCALED    
 RY0794* NAVD 88     -       981.942  (meters)    3221.59   (feet)  ADJUSTED  
 RY0794  ___________________________________________________________________
 RY0794  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 RY0794  DYNAMIC HT  -         981.722 (meters)    3220.87  (feet)  COMP
 RY0794  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 RY0794
 RY0794  VERT ORDER  -  FIRST     CLASS II
 RY0794
 RY0794.The horizontal coordinates were scaled from a topographic map and have
 RY0794.an estimated accuracy of +/- 6 seconds.
 RY0794
 RY0794.The orthometric height was determined by differential leveling
 RY0794.and adjusted by the National Geodetic Survey in June 1991..
 RY0794
 RY0794.The geoid height was determined by GEOID03.
 RY0794
 RY0794.The dynamic height is computed by dividing the NAVD 88
 RY0794.geopotential number by the normal gravity value computed on the
 RY0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0794.degrees latitude (g = 980.6199 gals.).
 RY0794
 RY0794.The modeled gravity was interpolated from observed gravity values.
 RY0794
 RY0794;                    North         East    Units  Estimated Accuracy
 RY0794;SPC ID W     -   537,750.      871,960.      MT  (+/- 180 meters Scaled)
 RY0794
 RY0794                          SUPERSEDED SURVEY CONTROL
 RY0794
 RY0794.No superseded survey control is available for this station.
 RY0794
 RY0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM678522(NAD 83)
 RY0794_MARKER: DB = BENCH MARK DISK
 RY0794_SETTING: 66 = SET IN ROCK OUTCROP
 RY0794_SP_SET: ROCK OUTCROP
 RY0794_STAMPING: K 388 1980
 RY0794_MARK LOGO: NGS   
 RY0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0794+STABILITY: POSITION/ELEVATION WELL
 RY0794
 RY0794  HISTORY     - Date     Condition        Report By
 RY0794  HISTORY     - 1980     MONUMENTED       NGS
 RY0794
 RY0794                          STATION DESCRIPTION
 RY0794
 RY0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0794'9.8 KM (6.05 MI) WEST FROM POWELL RANGER STATION.
 RY0794'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0794'RANGER STATION, THENCE 8.8 KILOMETERS (5.45 MILES) WEST ALONG U.S.
 RY0794'HIGHWAY 12, 0.6 KILOMETER (0.4 MILE) EAST OF HIGHWAY MILEPOST 156,
 RY0794'0.2 KILOMETER (0.1 MILE) SOUTH OF A LONE 30-INCH DIAMETER PONDEROSA
 RY0794'PINE TREE ON THE WEST BANK OF THE LOCHSA RIVER, AT THE NORTH END
 RY0794'OF A HIGHWAY CURVE, SET IN TOP OF A SMALL SLOPING SHELF OF GRANITE
 RY0794'AT THE SOUTH END OF A BEDROCK HIGHWAY CUT, 6.9 METERS (22.5 FEET)
 RY0794'WEST OF THE CENTERLINE OF THE HIGHWAY, 24.4 METERS (80.0 FEET)
 RY0794'SOUTHWEST ACROSS THE HIGHWAY FROM THE NORTH END OF A STEEL GUARDRAIL,
 RY0794'15.0 METERS (49.3 FEET) WEST ACROSS THE HIGHWAY FROM A 6-INCH DIAMETER
 RY0794'POPLAR TREE.
 RY0794'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RY0794'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0769 ***********************************************************************
 RY0769  DESIGNATION -  K 389
 RY0769  PID         -  RY0769
 RY0769  STATE/COUNTY-  ID/IDAHO
 RY0769  USGS QUAD   -  HOLLY CREEK (1994)
 RY0769
 RY0769                         *CURRENT SURVEY CONTROL
 RY0769  ___________________________________________________________________
 RY0769* NAD 83(1986)-  46 25 25.     (N)    115 09 39.     (W)     SCALED    
 RY0769* NAVD 88     -       780.746  (meters)    2561.50   (feet)  ADJUSTED  
 RY0769  ___________________________________________________________________
 RY0769  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 RY0769  DYNAMIC HT  -         780.601 (meters)    2561.02  (feet)  COMP
 RY0769  MODELED GRAV-     980,404.1   (mgal)                       NAVD 88
 RY0769
 RY0769  VERT ORDER  -  FIRST     CLASS II
 RY0769
 RY0769.The horizontal coordinates were scaled from a topographic map and have
 RY0769.an estimated accuracy of +/- 6 seconds.
 RY0769
 RY0769.The orthometric height was determined by differential leveling
 RY0769.and adjusted by the National Geodetic Survey in June 1991..
 RY0769
 RY0769.The geoid height was determined by GEOID03.
 RY0769
 RY0769.The dynamic height is computed by dividing the NAVD 88
 RY0769.geopotential number by the normal gravity value computed on the
 RY0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0769.degrees latitude (g = 980.6199 gals.).
 RY0769
 RY0769.The modeled gravity was interpolated from observed gravity values.
 RY0769
 RY0769;                    North         East    Units  Estimated Accuracy
 RY0769;SPC ID W     -   528,690.      845,290.      MT  (+/- 180 meters Scaled)
 RY0769
 RY0769                          SUPERSEDED SURVEY CONTROL
 RY0769
 RY0769.No superseded survey control is available for this station.
 RY0769
 RY0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM413427(NAD 83)
 RY0769_MARKER: DB = BENCH MARK DISK
 RY0769_SETTING: 66 = SET IN ROCK OUTCROP
 RY0769_SP_SET: ROCK OUTCROP
 RY0769_STAMPING: K 389 1980
 RY0769_MARK LOGO: NGS   
 RY0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0769+STABILITY: POSITION/ELEVATION WELL
 RY0769
 RY0769  HISTORY     - Date     Condition        Report By
 RY0769  HISTORY     - 1980     MONUMENTED       NGS
 RY0769
 RY0769                          STATION DESCRIPTION
 RY0769
 RY0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0769'20.0 KM (12.45 MI) NE FROM LOCHSA RANGER STATION.
 RY0769'20.0 KILOMETERS (12.45 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0769'THE LOCHSA RANGER STATION, 0.6 KILOMETER (0.4 MILE) WEST OF HIGHWAY
 RY0769'MILEPOST 134, 0.25 KILOMETER (0.15 MILE) NORTH-NORTHEAST OF BENCH
 RY0769'MARK F 63, AT THE APPROXIMATE CENTER OF A HIGHWAY STRAIGHT-OF-WAY,
 RY0769'SET IN TOP OF A SMALL SHELF OF DARK GRAY GRANITE IN A BEDROCK HIGHWAY
 RY0769'CUT, ACROSS THE HIGHWAY FROM A PULLOUT, 8.2 METERS (26.9 FEET) WEST
 RY0769'OF THE CENTERLINE OF THE HIGHWAY, 150.3 METERS (493 FEET) NORTH OF
 RY0769'THE TOP CENTER OF THE NORTHWEST END OF A 60-CENTIMETER (24-INCH)
 RY0769'DIAMETER STEEL PIPE CULVERT UNDER THE HIGHWAY, 121.6 METERS (399
 RY0769'FEET) SOUTH OF THE TOP CENTER OF THE NORTHWEST END OF A 60-CENTIMETER
 RY0769'(24-INCH) DIAMETER STEEL PIPE CULVERT AT THE NORTH END OF THE CUT.
 RY0769'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 RY0769'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0098 ***********************************************************************
 QA0098  DESIGNATION -  K 39
 QA0098  PID         -  QA0098
 QA0098  STATE/COUNTY-  ID/CUSTER
 QA0098  USGS QUAD   -  THOMPSON CREEK (1964)
 QA0098
 QA0098                         *CURRENT SURVEY CONTROL
 QA0098  ___________________________________________________________________
 QA0098* NAD 83(1986)-  44 15 11.     (N)    114 36 57.     (W)     SCALED    
 QA0098* NAVD 88     -      1753.223  (meters)    5752.03   (feet)  ADJUSTED  
 QA0098  ___________________________________________________________________
 QA0098  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 QA0098  DYNAMIC HT  -        1752.189 (meters)    5748.64  (feet)  COMP
 QA0098  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 QA0098
 QA0098  VERT ORDER  -  SECOND    CLASS 0
 QA0098
 QA0098.The horizontal coordinates were scaled from a topographic map and have
 QA0098.an estimated accuracy of +/- 6 seconds.
 QA0098
 QA0098.The orthometric height was determined by differential leveling
 QA0098.and adjusted by the National Geodetic Survey in June 1991..
 QA0098
 QA0098.The geoid height was determined by GEOID03.
 QA0098
 QA0098.The dynamic height is computed by dividing the NAVD 88
 QA0098.geopotential number by the normal gravity value computed on the
 QA0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0098.degrees latitude (g = 980.6199 gals.).
 QA0098
 QA0098.The modeled gravity was interpolated from observed gravity values.
 QA0098
 QA0098;                    North         East    Units  Estimated Accuracy
 QA0098;SPC ID C     -   287,500.      450,820.      MT  (+/- 180 meters Scaled)
 QA0098
 QA0098                          SUPERSEDED SURVEY CONTROL
 QA0098
 QA0098  NGVD 29 (??/??/92) 1751.933  (m)         5747.80   (f) ADJ UNCH    2 0
 QA0098
 QA0098.Superseded values are not recommended for survey control.
 QA0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0098.See file dsdata.txt to determine how the superseded data were derived.
 QA0098
 QA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK903027(NAD 83)
 QA0098_MARKER: DB = BENCH MARK DISK
 QA0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0098_STAMPING: K 39 1934
 QA0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0098+STABILITY: SURFACE MOTION
 QA0098
 QA0098  HISTORY     - Date     Condition        Report By
 QA0098  HISTORY     - 1934     MONUMENTED       CGS
 QA0098
 QA0098                          STATION DESCRIPTION
 QA0098
 QA0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QA0098'3.4 MI E FROM ROBINSON BAR.
 QA0098'3.4 MILES EAST ALONG OLD U. S. HIGHWAY 93 FROM ROBINSON BAR, CUSTER
 QA0098'COUNTY, 0.3 MILE SOUTHWEST OF THE TOREY RANCH, 30 FEET NORTHEAST OF
 QA0098'THE NORTHEAST BANK OF SALMON RIVER, 18 FEET WEST OF A 3-FOOT ROCK
 QA0098'CAIRN, 24 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN
 QA0098'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0737 ***********************************************************************
 RY0737  DESIGNATION -  K 390
 RY0737  PID         -  RY0737
 RY0737  STATE/COUNTY-  ID/IDAHO
 RY0737  USGS QUAD   -  KOOSKIA (1994)
 RY0737
 RY0737                         *CURRENT SURVEY CONTROL
 RY0737  ___________________________________________________________________
 RY0737* NAD 83(1986)-  46 09 11.     (N)    115 59 42.     (W)     SCALED    
 RY0737* NAVD 88     -       378.885  (meters)    1243.06   (feet)  ADJUSTED  
 RY0737  ___________________________________________________________________
 RY0737  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 RY0737  DYNAMIC HT  -         378.852 (meters)    1242.95  (feet)  COMP
 RY0737  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 RY0737
 RY0737  VERT ORDER  -  FIRST     CLASS II
 RY0737
 RY0737.The horizontal coordinates were scaled from a topographic map and have
 RY0737.an estimated accuracy of +/- 6 seconds.
 RY0737
 RY0737.The orthometric height was determined by differential leveling
 RY0737.and adjusted by the National Geodetic Survey in June 1991..
 RY0737
 RY0737.The geoid height was determined by GEOID03.
 RY0737
 RY0737.The dynamic height is computed by dividing the NAVD 88
 RY0737.geopotential number by the normal gravity value computed on the
 RY0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0737.degrees latitude (g = 980.6199 gals.).
 RY0737
 RY0737.The modeled gravity was interpolated from observed gravity values.
 RY0737
 RY0737;                    North         East    Units  Estimated Accuracy
 RY0737;SPC ID W     -   498,480.      781,080.      MT  (+/- 180 meters Scaled)
 RY0737
 RY0737                          SUPERSEDED SURVEY CONTROL
 RY0737
 RY0737.No superseded survey control is available for this station.
 RY0737
 RY0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM776115(NAD 83)
 RY0737_MARKER: DB = BENCH MARK DISK
 RY0737_SETTING: 66 = SET IN ROCK OUTCROP
 RY0737_SP_SET: ROCK OUTCROP
 RY0737_STAMPING: K 390 1980
 RY0737_MARK LOGO: NGS   
 RY0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0737+STABILITY: POSITION/ELEVATION WELL
 RY0737
 RY0737  HISTORY     - Date     Condition        Report By
 RY0737  HISTORY     - 1980     MONUMENTED       NGS
 RY0737
 RY0737                          STATION DESCRIPTION
 RY0737
 RY0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0737'1.6 KM (1.0 MI) NW FROM KOOSKIA.
 RY0737'1.6 KILOMETERS (1.0 MILE) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0737'JUNCTION OF STATE HIGHWAY 13 IN KOOSKIA, 0.1 KILOMETER (0.05 MILE)
 RY0737'SOUTHEAST ACROSS THE HIGHWAY FROM THE SECOND HOUSE SOUTH OF A LARGE
 RY0737'CINDER BLOCK BUILDING, ON THE INSIDE OF A HIGHWAY CURVE, SET
 RY0737'VERTICALLY IN THE WEST FACE OF A ROCK OUTCROP, DIRECTLY BELOW A
 RY0737'POWER LINE POLE ON TOP OF THE CUT, 109.2 METERS (358 FEET) NORTH
 RY0737'ACROSS THE HIGHWAY FROM MILEPOST 73, 12.8 METERS (42.0 FEET) EAST
 RY0737'OF THE CENTERLINE OF THE HIGHWAY, 24.7 METERS (81.0 FEET) NORTH OF
 RY0737'THE EXTENDED CENTERLINE OF A DRIVE LEADING WEST TO A SMALL CEMENT
 RY0737'PLANT, 9.0 METERS (29.5 FEET) SOUTH OF A 15-CENTIMETER (6-INCH)
 RY0737'DIAMETER TREE, 3.0 METERS (10.0 FEET) BELOW A WIRE FENCE LINE, 0.45
 RY0737'METER (1.5 FEET) BELOW THE CHISELED LETTERS -BM-.
 RY0737'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1387 ***********************************************************************
 RZ1387  DESIGNATION -  K 391
 RZ1387  PID         -  RZ1387
 RZ1387  STATE/COUNTY-  ID/LEWIS
 RZ1387  USGS QUAD   -  SIXMILE CREEK (1994)
 RZ1387
 RZ1387                         *CURRENT SURVEY CONTROL
 RZ1387  ___________________________________________________________________
 RZ1387* NAD 83(1986)-  46 21 15.     (N)    116 09 48.     (W)     SCALED    
 RZ1387* NAVD 88     -       335.246  (meters)    1099.89   (feet)  ADJUSTED  
 RZ1387  ___________________________________________________________________
 RZ1387  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 RZ1387  DYNAMIC HT  -         335.227 (meters)    1099.82  (feet)  COMP
 RZ1387  MODELED GRAV-     980,549.2   (mgal)                       NAVD 88
 RZ1387
 RZ1387  VERT ORDER  -  FIRST     CLASS II
 RZ1387
 RZ1387.The horizontal coordinates were scaled from a topographic map and have
 RZ1387.an estimated accuracy of +/- 6 seconds.
 RZ1387
 RZ1387.The orthometric height was determined by differential leveling
 RZ1387.and adjusted by the National Geodetic Survey in June 1991..
 RZ1387
 RZ1387.The geoid height was determined by GEOID03.
 RZ1387
 RZ1387.The dynamic height is computed by dividing the NAVD 88
 RZ1387.geopotential number by the normal gravity value computed on the
 RZ1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1387.degrees latitude (g = 980.6199 gals.).
 RZ1387
 RZ1387.The modeled gravity was interpolated from observed gravity values.
 RZ1387
 RZ1387;                    North         East    Units  Estimated Accuracy
 RZ1387;SPC ID W     -   520,890.      768,190.      MT  (+/- 180 meters Scaled)
 RZ1387
 RZ1387                          SUPERSEDED SURVEY CONTROL
 RZ1387
 RZ1387.No superseded survey control is available for this station.
 RZ1387
 RZ1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM643337(NAD 83)
 RZ1387_MARKER: DB = BENCH MARK DISK
 RZ1387_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1387_SP_SET: ROCK OUTCROP
 RZ1387_STAMPING: K 391 1980
 RZ1387_MARK LOGO: NGS   
 RZ1387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1387+STABILITY: POSITION/ELEVATION WELL
 RZ1387
 RZ1387  HISTORY     - Date     Condition        Report By
 RZ1387  HISTORY     - 1980     MONUMENTED       NGS
 RZ1387
 RZ1387                          STATION DESCRIPTION
 RZ1387
 RZ1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1387'17.1 KM (10.65 MI) SE FROM OROFINO.
 RZ1387'17.1 KILOMETERS (10.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1387'JUNCTION OF STATE HIGHWAY 7 IN OROFINO, 0.8 KILOMETER (0.5 MILE) NORTH
 RZ1387'OF HIGHWAY MILEPOST 55, ALSO 20.3 KILOMETERS (12.6 MILES) NORTHWEST
 RZ1387'ALONG U.S. HIGHWAY 12 FROM THE NORTHEAST END OF THE HIGHWAY BRIDGE
 RZ1387'OVER THE CLEARWATER RIVER IN KAMIAH, SET IN TOP OF A ROCK OUTCROP
 RZ1387'ON THE NORTHWEST BANK OF FIVEMILE CREEK, 26.2 METERS (86.0 FEET)
 RZ1387'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.9 METERS (43.0 FEET)
 RZ1387'SOUTHWEST OF THE TOP CENTER OF A 4.5-METER (15-FOOT) DIAMETER STEEL
 RZ1387'PIPE CULVERT UNDER THE HIGHWAY FOR THE CREEK, 6.1 METERS (20.0 FEET)
 RZ1387'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE CREEK, 5.2 METERS
 RZ1387'(17.0 FEET) SOUTHWEST OF A 30-CENTIMETER (12-INCH) DIAMETER BIRCH
 RZ1387'TREE.
 RZ1387'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 RZ1387'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1363 ***********************************************************************
 RZ1363  DESIGNATION -  K 392
 RZ1363  PID         -  RZ1363
 RZ1363  STATE/COUNTY-  ID/NEZ PERCE
 RZ1363  USGS QUAD   -  LENORE (1990)
 RZ1363
 RZ1363                         *CURRENT SURVEY CONTROL
 RZ1363  ___________________________________________________________________
 RZ1363* NAD 83(1986)-  46 31 19.     (N)    116 36 51.     (W)     SCALED    
 RZ1363* NAVD 88     -       272.575  (meters)     894.27   (feet)  ADJUSTED  
 RZ1363  ___________________________________________________________________
 RZ1363  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 RZ1363  DYNAMIC HT  -         272.575 (meters)     894.27  (feet)  COMP
 RZ1363  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 RZ1363
 RZ1363  VERT ORDER  -  FIRST     CLASS II
 RZ1363
 RZ1363.The horizontal coordinates were scaled from a topographic map and have
 RZ1363.an estimated accuracy of +/- 6 seconds.
 RZ1363
 RZ1363.The orthometric height was determined by differential leveling
 RZ1363.and adjusted by the National Geodetic Survey in June 1991..
 RZ1363
 RZ1363.The geoid height was determined by GEOID03.
 RZ1363
 RZ1363.The dynamic height is computed by dividing the NAVD 88
 RZ1363.geopotential number by the normal gravity value computed on the
 RZ1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1363.degrees latitude (g = 980.6199 gals.).
 RZ1363
 RZ1363.The modeled gravity was interpolated from observed gravity values.
 RZ1363
 RZ1363;                    North         East    Units  Estimated Accuracy
 RZ1363;SPC ID W     -   539,820.      733,700.      MT  (+/- 180 meters Scaled)
 RZ1363
 RZ1363                          SUPERSEDED SURVEY CONTROL
 RZ1363
 RZ1363.No superseded survey control is available for this station.
 RZ1363
 RZ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM295521(NAD 83)
 RZ1363_MARKER: I = METAL ROD
 RZ1363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1363_SP_SET: STAINLESS STEEL ROD
 RZ1363_STAMPING: K 392 1980
 RZ1363_MARK LOGO: NGS   
 RZ1363_PROJECTION: FLUSH
 RZ1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1363_ROD/PIPE-DEPTH: 3.0  meters
 RZ1363
 RZ1363  HISTORY     - Date     Condition        Report By
 RZ1363  HISTORY     - 1980     MONUMENTED       NGS
 RZ1363
 RZ1363                          STATION DESCRIPTION
 RZ1363
 RZ1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1363'5.7 KM (3.55 MI) WEST FROM LENORE.
 RZ1363'5.7 KILOMETERS (3.55 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1363'SOUTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER
 RZ1363'IN LENORE, 0.3 KILOMETER (0.2 MILE) WEST OF HIGHWAY MILEPOST 25, SET
 RZ1363'ON THE SOUTH HIGHWAY RIGHT-OF-WAY JUST NORTHWEST OF A ONE-STORY
 RZ1363'FRAME HOUSE, SET BETWEEN TWO 75-CENTIMETER (30-INCH) DIAMETER
 RZ1363'PONDEROSA PINE TREES, 9.5 METERS (31.2 FEET) SOUTH OF THE CENTERLINE
 RZ1363'OF THE HIGHWAY, 88.7 METERS (291 FEET) EAST OF THE CENTERLINE OF A
 RZ1363'PRIVATE DRIVE TO A MOBILE HOME, 8.3 METERS (27.2 FEET) WEST OF THE
 RZ1363'EAST PINE, 6.4 METERS (21.0 FEET) EAST OF THE WEST PINE TREE, 0.3
 RZ1363'METER (1.0 FOOT) NORTH OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 RZ1363'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RZ1363'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1406 ***********************************************************************
 RZ1406  DESIGNATION -  K 393
 RZ1406  PID         -  RZ1406
 RZ1406  STATE/COUNTY-  ID/NEZ PERCE
 RZ1406  USGS QUAD   -  CLARKSTON (1971)
 RZ1406
 RZ1406                         *CURRENT SURVEY CONTROL
 RZ1406  ___________________________________________________________________
 RZ1406* NAD 83(1986)-  46 27 02.     (N)    117 00 28.     (W)     SCALED    
 RZ1406* NAVD 88     -       518.046  (meters)    1699.62   (feet)  ADJUSTED  
 RZ1406  ___________________________________________________________________
 RZ1406  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 RZ1406  DYNAMIC HT  -         518.016 (meters)    1699.52  (feet)  COMP
 RZ1406  MODELED GRAV-     980,541.2   (mgal)                       NAVD 88
 RZ1406
 RZ1406  VERT ORDER  -  FIRST     CLASS II
 RZ1406
 RZ1406.The horizontal coordinates were scaled from a topographic map and have
 RZ1406.an estimated accuracy of +/- 6 seconds.
 RZ1406
 RZ1406.The orthometric height was determined by differential leveling
 RZ1406.and adjusted by the National Geodetic Survey in June 1991..
 RZ1406
 RZ1406.The geoid height was determined by GEOID03.
 RZ1406
 RZ1406.The dynamic height is computed by dividing the NAVD 88
 RZ1406.geopotential number by the normal gravity value computed on the
 RZ1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1406.degrees latitude (g = 980.6199 gals.).
 RZ1406
 RZ1406.The modeled gravity was interpolated from observed gravity values.
 RZ1406
 RZ1406;                    North         East    Units  Estimated Accuracy
 RZ1406;SPC ID W     -   532,290.      703,370.      MT  (+/- 180 meters Scaled)
 RZ1406
 RZ1406                          SUPERSEDED SURVEY CONTROL
 RZ1406
 RZ1406.No superseded survey control is available for this station.
 RZ1406
 RZ1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM994441(NAD 83)
 RZ1406_MARKER: DB = BENCH MARK DISK
 RZ1406_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1406_SP_SET: ROCK OUTCROP
 RZ1406_STAMPING: K 393 1980
 RZ1406_MARK LOGO: NGS   
 RZ1406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1406+STABILITY: POSITION/ELEVATION WELL
 RZ1406
 RZ1406  HISTORY     - Date     Condition        Report By
 RZ1406  HISTORY     - 1980     MONUMENTED       NGS
 RZ1406
 RZ1406                          STATION DESCRIPTION
 RZ1406
 RZ1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1406'6.3 KM (3.95 MI) NORTH FROM LEWISTON.
 RZ1406'6.3 KILOMETERS (3.95 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ1406'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, 1.1 KILOMETER (0.7 MILE)
 RZ1406'NORTH OF A POWER LINE CROSSING, AT THE EAST END OF A HIGHWAY CURVE AND
 RZ1406'THE WEST END OF A TURNOUT, SET IN TOP OF THE LOWER PORTION OF A ROCK
 RZ1406'OUTCROP AT THE EAST END OF A BEDROCK HIGHWAY CUT, 8.5 METERS (28.0
 RZ1406'FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY, 22.2 METERS (72.8 FEET)
 RZ1406'WEST OF THE WEST END OF THE NORTH CONCRETE HEADWALL FOR A CULVERT
 RZ1406'UNDER THE HIGHWAY, 18.7 METERS (61.4 FEET) SOUTH OF A BARBED WIRE
 RZ1406'FENCE LINE, 0.3 METER (1.0 FOOT) ABOVE THE BASE OF THE WITNESS POST.
 RZ1406'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 RZ1406'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0739 ***********************************************************************
 NV0739  DESIGNATION -  K 4
 NV0739  PID         -  NV0739
 NV0739  STATE/COUNTY-  ID/ELMORE
 NV0739  USGS QUAD   -  INDIAN COVE (1992)
 NV0739
 NV0739                         *CURRENT SURVEY CONTROL
 NV0739  ___________________________________________________________________
 NV0739* NAD 83(1986)-  42 59 00.     (N)    115 33 04.     (W)     SCALED    
 NV0739* NAVD 88     -       880.448  (meters)    2888.60   (feet)  POSTED    
 NV0739  ___________________________________________________________________
 NV0739  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 NV0739  DYNAMIC HT  -         880.080 (meters)    2887.40  (feet)  COMP
 NV0739  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 NV0739
 NV0739  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NV0739
 NV0739.The horizontal coordinates were scaled from a topographic map and have
 NV0739.an estimated accuracy of +/- 6 seconds.
 NV0739
 NV0739.The orthometric height was determined by differential leveling
 NV0739.and adjusted by the National Geodetic Survey in 1992..
 NV0739.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NV0739.rate of 1.1 thru 2.0 mm/km.
 NV0739
 NV0739.The geoid height was determined by GEOID03.
 NV0739
 NV0739.The dynamic height is computed by dividing the NAVD 88
 NV0739.geopotential number by the normal gravity value computed on the
 NV0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0739.degrees latitude (g = 980.6199 gals.).
 NV0739
 NV0739.The modeled gravity was interpolated from observed gravity values.
 NV0739
 NV0739;                    North         East    Units  Estimated Accuracy
 NV0739;SPC ID W     -   146,260.      816,220.      MT  (+/- 180 meters Scaled)
 NV0739
 NV0739                          SUPERSEDED SURVEY CONTROL
 NV0739
 NV0739  NGVD 29 (??/??/92)  879.610  (m)         2885.85   (f) ADJ UNCH    1 2
 NV0739
 NV0739.Superseded values are not recommended for survey control.
 NV0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0739.See file dsdata.txt to determine how the superseded data were derived.
 NV0739
 NV0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH181599(NAD 83)
 NV0739_MARKER: Q = CHISELED SQUARE
 NV0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0739_SP_SET: LAVA POST
 NV0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0739+STABILITY: SURFACE MOTION
 NV0739
 NV0739  HISTORY     - Date     Condition        Report By
 NV0739  HISTORY     - UNK      MONUMENTED       CGS
 NV0739  HISTORY     - 1960     GOOD             NGS
 NV0739  HISTORY     - 1983     GOOD             NGS
 NV0739
 NV0739                          STATION DESCRIPTION
 NV0739
 NV0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NV0739'12.9 MI SE FROM MOUNTAIN HOME.
 NV0739'12.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0739'AT MOUNTAIN HOME, 89 FEET NORTH-NORTHWEST OF THE SEVENTH POLE EAST OF
 NV0739'MILEPOLE 389, 145.5 FEET NORTH-NORTHWEST OF THE NEAR RAIL OF THE NEAR
 NV0739'TRACK, 37.3 FEET NORTH-NORTHWEST OF THE RIGHT-OF-WAY FENCE, 0.9 FOOT
 NV0739'SOUTH OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACK, THE BOTTOM
 NV0739'OF A SQUARE CUT IN THE TOP OF A LAVA POST INSCRIBED USBM AND
 NV0739'PROJECTING 0.6 FOOT.
 NV0739
 NV0739                          STATION RECOVERY (1983)
 NV0739
 NV0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0739'1.3 KM (0.8 MI) NORTH ALONG A PAVED ROAD FROM THE JCT OF THE OLD
 NV0739'OREGON TRAIL HWY AND STATE HWY 78 AT HAMMET, THENCE 9.6 KM (5.95 MI)
 NV0739'NORTHWEST ALONG THE UNION PACIFIC RAILROAD, 27.1 M (89.0 FT) NORTH
 NV0739'NORTHWEST OF THE 7TH POLE (0.17 MI) SOUTHEAST OF MILE POLE 389, 44.5
 NV0739'M (145.5 FT) NORTH-NORTH RAIL OF THE NORTH TRACKS, 11.4 M (37.5 FT)
 NV0739'NORTH OF THE R OF W FENCE, POINT HELD IS THE BOTTOM OF A 1 INCH
 NV0739'SQUARE HOLE IN A VOLCANIC ROCK POST WITH THE LETTERS U.S. BM
 NV0739'INCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1487 ***********************************************************************
 RZ1487  DESIGNATION -  K 402
 RZ1487  PID         -  RZ1487
 RZ1487  STATE/COUNTY-  ID/NEZ PERCE
 RZ1487  USGS QUAD   -  LEWISTON ORCHARDS SOUTH (1972)
 RZ1487
 RZ1487                         *CURRENT SURVEY CONTROL
 RZ1487  ___________________________________________________________________
 RZ1487* NAD 83(1999)-  46 21 57.38145(N)    116 56 32.15020(W)     ADJUSTED  
 RZ1487* NAVD 88     -       463.923  (meters)    1522.05   (feet)  ADJUSTED  
 RZ1487  ___________________________________________________________________
 RZ1487  X           -  -1,997,810.358 (meters)                     COMP
 RZ1487  Y           -  -3,930,710.495 (meters)                     COMP
 RZ1487  Z           -   4,593,732.432 (meters)                     COMP
 RZ1487  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 RZ1487  ELLIP HEIGHT-         445.78  (meters)          (04/16/01) GPS OBS
 RZ1487  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 RZ1487  DYNAMIC HT  -         463.902 (meters)    1521.99  (feet)  COMP
 RZ1487  MODELED GRAV-     980,556.3   (mgal)                       NAVD 88
 RZ1487
 RZ1487  HORZ ORDER  -  FIRST
 RZ1487  VERT ORDER  -  FIRST     CLASS II
 RZ1487  ELLP ORDER  -  FOURTH    CLASS II
 RZ1487
 RZ1487.The horizontal coordinates were established by GPS observations
 RZ1487.and adjusted by the National Geodetic Survey in April 2001..
 RZ1487.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 RZ1487.DATUM ITEM on the data sheet items page.
 RZ1487
 RZ1487.The orthometric height was determined by differential leveling
 RZ1487.and adjusted by the National Geodetic Survey in June 1991..
 RZ1487
 RZ1487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RZ1487
 RZ1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1487
 RZ1487.The ellipsoidal height was determined by GPS observations
 RZ1487.and is referenced to NAD 83.
 RZ1487
 RZ1487.The geoid height was determined by GEOID03.
 RZ1487
 RZ1487.The dynamic height is computed by dividing the NAVD 88
 RZ1487.geopotential number by the normal gravity value computed on the
 RZ1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1487.degrees latitude (g = 980.6199 gals.).
 RZ1487
 RZ1487.The modeled gravity was interpolated from observed gravity values.
 RZ1487
 RZ1487;                    North         East     Units Scale Factor Converg.
 RZ1487;SPC ID W     -   522,804.409   708,260.463   MT  1.00003675   -0 51 46.7
 RZ1487;UTM  11      - 5,134,708.784   504,441.073   MT  0.99960024   +0 02 30.4
 RZ1487
 RZ1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1487!SPC ID W     -   0.99993012  x   1.00003675  =   0.99996687
 RZ1487!UTM  11      -   0.99993012  x   0.99960024  =   0.99953039
 RZ1487
 RZ1487                          SUPERSEDED SURVEY CONTROL
 RZ1487
 RZ1487  NAD 83(1992)-  46 21 57.37973(N)    116 56 32.15154(W) AD(       ) 1
 RZ1487  ELLIP H (01/22/97)  445.88   (m)                       GP(       ) 4 1
 RZ1487  NAVD 88 (01/29/98)  463.92   (m)         1522.0    (f) LEVELING    3  
 RZ1487  NAVD 88 (01/22/97)  463.92   (m)         1522.0    (f) LEVELING    3  
 RZ1487
 RZ1487.Superseded values are not recommended for survey control.
 RZ1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1487.See file dsdata.txt to determine how the superseded data were derived.
 RZ1487
 RZ1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM0444134709(NAD 83)
 RZ1487_MARKER: I = METAL ROD
 RZ1487_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1487_SP_SET: STAINLESS STEEL ROD
 RZ1487_STAMPING: K 402 1982
 RZ1487_MARK LOGO: NGS   
 RZ1487_PROJECTION: FLUSH
 RZ1487_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RZ1487+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 RZ1487_ROD/PIPE-DEPTH: 3.95 meters
 RZ1487
 RZ1487  HISTORY     - Date     Condition        Report By
 RZ1487  HISTORY     - 1982     MONUMENTED       NGS
 RZ1487  HISTORY     - 19960808 GOOD             NGS
 RZ1487  HISTORY     - 20060903 GOOD             GEOCAC
 RZ1487  HISTORY     - 20060907 GOOD             ADACLA
 RZ1487
 RZ1487                          STATION DESCRIPTION
 RZ1487
 RZ1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1487'9.1 KM (5.7 MI) SE FROM LEWISTON.
 RZ1487'1.15 KM (0.7 MI) EAST ALONG MAIN STREET FROM THE COURTHOUSE IN
 RZ1487'LEWISTON, THENCE 8.0 KM (5.0 MI) SOUTHEAST ALONG COUNTY ROAD P2, 1.35
 RZ1487'KM (0.85 MI) EAST OF THE INTERSECTION OF FOURTEENTH STREET AND COUNTY
 RZ1487'ROAD P2, 1.35 METERS (4.5 FT) EAST OF A POWER POLE WITH A TRANSFORMER,
 RZ1487'AT THE Y-JUNCTION OF BARR STREET, 9.7 METERS (32 FT) NORTH OF RIPON
 RZ1487'AVENUE CENTERLINE, 39.0 METERS (128 FT) EAST OF A FIRE HYDRANT, 2.6
 RZ1487'METERS (8.5 FT) EAST OF AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX.
 RZ1487'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 RZ1487'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 RZ1487
 RZ1487                          STATION RECOVERY (1996)
 RZ1487
 RZ1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 RZ1487'THE STATION IS 6 MI (9.7 KM) SOUTHEAST OF LEWISTON, ON THE NORTH SIDE
 RZ1487'OF COUNTY ROAD P2 AND 0.85 MI (1.37 KM) EAST OF THE INTERSECTION OF
 RZ1487'FOURTEENTH STREET.  OWNERSHIP-- UNKNOWN.  TO REACH THE STATION FROM
 RZ1487'THE COURTHOUSE IN LEWISTON, GO EAST ON MAIN STREET FOR 0.7 MI (1.1 KM)
 RZ1487'TO THE JUNCTION OF 21ST STREET/THAIN AVENUE (COUNTY ROAD P2) .  TURN
 RZ1487'RIGHT AND GO SOUTHEAST FOR 5.0 MI (8.0 KM) TO THE STATION ON THE LEFT.
 RZ1487'IT IS, 38.9 M (127.6 FT) EAST OF A FIRE HYDRANT, 9.6 M (31.5 FT) NORTH
 RZ1487'OF THE CENTERLINE OF RIPON AVENUE, 2.7 M (8.9 FT) EAST OF AN
 RZ1487'UNDERGROUND TELEPHONE CABLE JUNCTION BOX, 1.5 M (4.9 FT) EAST OF A
 RZ1487'WOOD POWER POLE WITH A TRANSFORMER AND 0.6 M (2.0 FT) WEST OF A
 RZ1487'CARSONITE WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS THROUGH A
 RZ1487'5-INCH NGS LOGO CAP.  DESCRIBED BY J.E.  DUNFORD III.
 RZ1487
 RZ1487                          STATION RECOVERY (2006)
 RZ1487
 RZ1487'RECOVERY NOTE BY GEOCACHING 2006 (JLH)
 RZ1487'RECOVERED IN GOOD CONDITION.
 RZ1487
 RZ1487                          STATION RECOVERY (2006)
 RZ1487
 RZ1487'RECOVERY NOTE BY ADAMS AND CLARK INC 2006 (GM)
 RZ1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1507 ***********************************************************************
 RZ1507  DESIGNATION -  K 403
 RZ1507  PID         -  RZ1507
 RZ1507  STATE/COUNTY-  ID/NEZ PERCE
 RZ1507  USGS QUAD   -  REUBENS (1984)
 RZ1507
 RZ1507                         *CURRENT SURVEY CONTROL
 RZ1507  ___________________________________________________________________
 RZ1507* NAD 83(1986)-  46 20 04.     (N)    116 36 17.     (W)     SCALED    
 RZ1507* NAVD 88     -       679.202  (meters)    2228.35   (feet)  ADJUSTED  
 RZ1507  ___________________________________________________________________
 RZ1507  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 RZ1507  DYNAMIC HT  -         679.101 (meters)    2228.02  (feet)  COMP
 RZ1507  MODELED GRAV-     980,445.3   (mgal)                       NAVD 88
 RZ1507
 RZ1507  VERT ORDER  -  FIRST     CLASS II
 RZ1507
 RZ1507.The horizontal coordinates were scaled from a topographic map and have
 RZ1507.an estimated accuracy of +/- 6 seconds.
 RZ1507
 RZ1507.The orthometric height was determined by differential leveling
 RZ1507.and adjusted by the National Geodetic Survey in June 1991..
 RZ1507
 RZ1507.The geoid height was determined by GEOID03.
 RZ1507
 RZ1507.The dynamic height is computed by dividing the NAVD 88
 RZ1507.geopotential number by the normal gravity value computed on the
 RZ1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1507.degrees latitude (g = 980.6199 gals.).
 RZ1507
 RZ1507.The modeled gravity was interpolated from observed gravity values.
 RZ1507
 RZ1507;                    North         East    Units  Estimated Accuracy
 RZ1507;SPC ID W     -   518,970.      734,200.      MT  (+/- 180 meters Scaled)
 RZ1507
 RZ1507                          SUPERSEDED SURVEY CONTROL
 RZ1507
 RZ1507.No superseded survey control is available for this station.
 RZ1507
 RZ1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM304312(NAD 83)
 RZ1507_MARKER: DB = BENCH MARK DISK
 RZ1507_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RZ1507_SP_SET: ABUTMENT
 RZ1507_STAMPING: K 403 1982
 RZ1507_MARK LOGO: NGS   
 RZ1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1507
 RZ1507  HISTORY     - Date     Condition        Report By
 RZ1507  HISTORY     - 1982     MONUMENTED       NGS
 RZ1507
 RZ1507                          STATION DESCRIPTION
 RZ1507
 RZ1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1507'7.4 KM (4.6 MI) SE FROM CULDESAC.
 RZ1507'7.45 KM (4.65 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF
 RZ1507'THE NORTH-SOUTH HIGHWAY IN CULDESAC, IN TOP OF AND 0.15 METER (0.6 FT)
 RZ1507'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CURB FOR THE CONCRETE
 RZ1507'BRIDGE OVER LAPWAI CREEK, 0.25 KM (0.15 MI) NORTHWEST OF MILEPOST 286,
 RZ1507'5.5 METERS (18 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 RZ1507'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1535 ***********************************************************************
 RZ1535  DESIGNATION -  K 404
 RZ1535  PID         -  RZ1535
 RZ1535  STATE/COUNTY-  ID/IDAHO
 RZ1535  USGS QUAD   -  COTTONWOOD (1981)
 RZ1535
 RZ1535                         *CURRENT SURVEY CONTROL
 RZ1535  ___________________________________________________________________
 RZ1535* NAD 83(1986)-  46 06 02.     (N)    116 21 10.     (W)     SCALED    
 RZ1535* NAVD 88     -      1075.857  (meters)    3529.71   (feet)  ADJUSTED  
 RZ1535  ___________________________________________________________________
 RZ1535  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 RZ1535  DYNAMIC HT  -        1075.657 (meters)    3529.05  (feet)  COMP
 RZ1535  MODELED GRAV-     980,391.9   (mgal)                       NAVD 88
 RZ1535
 RZ1535  VERT ORDER  -  FIRST     CLASS II
 RZ1535
 RZ1535.The horizontal coordinates were scaled from a topographic map and have
 RZ1535.an estimated accuracy of +/- 6 seconds.
 RZ1535
 RZ1535.The orthometric height was determined by differential leveling
 RZ1535.and adjusted by the National Geodetic Survey in June 1991..
 RZ1535
 RZ1535.The geoid height was determined by GEOID03.
 RZ1535
 RZ1535.The dynamic height is computed by dividing the NAVD 88
 RZ1535.geopotential number by the normal gravity value computed on the
 RZ1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1535.degrees latitude (g = 980.6199 gals.).
 RZ1535
 RZ1535.The modeled gravity was interpolated from observed gravity values.
 RZ1535
 RZ1535;                    North         East    Units  Estimated Accuracy
 RZ1535;SPC ID W     -   492,790.      753,400.      MT  (+/- 180 meters Scaled)
 RZ1535
 RZ1535                          SUPERSEDED SURVEY CONTROL
 RZ1535
 RZ1535.No superseded survey control is available for this station.
 RZ1535
 RZ1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM500054(NAD 83)
 RZ1535_MARKER: DB = BENCH MARK DISK
 RZ1535_SETTING: 80 = SET IN A BOULDER
 RZ1535_SP_SET: BOULDER
 RZ1535_STAMPING: K 404 1982
 RZ1535_MARK LOGO: NGS   
 RZ1535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1535
 RZ1535  HISTORY     - Date     Condition        Report By
 RZ1535  HISTORY     - 1982     MONUMENTED       NGS
 RZ1535
 RZ1535                          STATION DESCRIPTION
 RZ1535
 RZ1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1535'6.6 KM (4.1 MI) SE FROM FERDINAND.
 RZ1535'6.65 KM (4.15 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE CAMAS PRAIRIE
 RZ1535'RAILROAD OVERPASS BRIDGE IN FERDINAND, IN TOP OF A 7- BY 7-FOOT
 RZ1535'GRANITE BOULDER WITH A BLAST OUT OF ITS NORTHEAST SIDE AND IN THE
 RZ1535'NORTHWEST END OF A CUT, 1.25 KM (0.75 MI) NORTHWEST OF THE NEZ PERCE
 RZ1535'INDIAN RESERVATION BOUNDARY, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOST
 RZ1535'258, 0.16 KM (0.1 MI) NORTHWEST OF THE Y-JUNCTION OF A ROAD LEADING
 RZ1535'EAST, 0.16 KM (0.1 MI) SOUTHEAST OF THE T-JUNCTION OF A ROAD LEADING
 RZ1535'SOUTHWEST, 16.8 METERS (55 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE.
 RZ1535'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 RZ1535'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1018 ***********************************************************************
 RA1018  DESIGNATION -  K 405
 RA1018  PID         -  RA1018
 RA1018  STATE/COUNTY-  ID/IDAHO
 RA1018  USGS QUAD   -  WHITE BIRD (1982)
 RA1018
 RA1018                         *CURRENT SURVEY CONTROL
 RA1018  ___________________________________________________________________
 RA1018* NAD 83(1986)-  45 49 43.     (N)    116 15 05.     (W)     SCALED    
 RA1018* NAVD 88     -      1144.470  (meters)    3754.82   (feet)  ADJUSTED  
 RA1018  ___________________________________________________________________
 RA1018  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 RA1018  DYNAMIC HT  -        1144.226 (meters)    3754.01  (feet)  COMP
 RA1018  MODELED GRAV-     980,362.3   (mgal)                       NAVD 88
 RA1018
 RA1018  VERT ORDER  -  FIRST     CLASS II
 RA1018
 RA1018.The horizontal coordinates were scaled from a topographic map and have
 RA1018.an estimated accuracy of +/- 6 seconds.
 RA1018
 RA1018.The orthometric height was determined by differential leveling
 RA1018.and adjusted by the National Geodetic Survey in June 1991..
 RA1018
 RA1018.The geoid height was determined by GEOID03.
 RA1018
 RA1018.The dynamic height is computed by dividing the NAVD 88
 RA1018.geopotential number by the normal gravity value computed on the
 RA1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1018.degrees latitude (g = 980.6199 gals.).
 RA1018
 RA1018.The modeled gravity was interpolated from observed gravity values.
 RA1018
 RA1018;                    North         East    Units  Estimated Accuracy
 RA1018;SPC ID W     -   462,510.      761,040.      MT  (+/- 180 meters Scaled)
 RA1018
 RA1018                          SUPERSEDED SURVEY CONTROL
 RA1018
 RA1018.No superseded survey control is available for this station.
 RA1018
 RA1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL581752(NAD 83)
 RA1018_MARKER: DB = BENCH MARK DISK
 RA1018_SETTING: 66 = SET IN ROCK OUTCROP
 RA1018_SP_SET: ROCK OUTCROP
 RA1018_STAMPING: K 405 1982
 RA1018_MARK LOGO: NGS   
 RA1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1018+STABILITY: POSITION/ELEVATION WELL
 RA1018
 RA1018  HISTORY     - Date     Condition        Report By
 RA1018  HISTORY     - 1982     MONUMENTED       NGS
 RA1018
 RA1018                          STATION DESCRIPTION
 RA1018
 RA1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1018'9.5 KM (5.9 MI) NE FROM WHITE BIRD.
 RA1018'9.5 KM (5.9 MI) NORTHEAST ALONG US HIGHWAY 95 FROM THE NORTH END OF
 RA1018'THE MASSIVE STEEL BRIDGE OVER OLD HIGHWAY 95 IN WHITE BIRD, IN TOP OF
 RA1018'THE NORTHEAST EDGE OF A 1.5- BY 1.5-FOOT SLOPING OCTAGON-SHAPED SHELF
 RA1018'IN THE BASE OF A BEDROCK CUT, 0.43 KM (0.25 MI) WEST OF MILEPOST 230,
 RA1018'0.4 KM (0.25 MI) WEST OF THE T-JUNCTION OF THE OLD HIGHWAY, 0.15 KM
 RA1018'(0.1 MI) EAST OF THE EAST END OF A RUNAWAY TRUCK RAMP, 20.4 METERS (67
 RA1018'FT) NORTH OF THE HIGHWAY CENTERLINE, 1.2 METERS (4 FT) ABOVE THE
 RA1018'GROUND.
 RA1018'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
 RA1018'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1044 ***********************************************************************
 RA1044  DESIGNATION -  K 406
 RA1044  PID         -  RA1044
 RA1044  STATE/COUNTY-  ID/IDAHO
 RA1044  USGS QUAD   -  POLLOCK (1979)
 RA1044
 RA1044                         *CURRENT SURVEY CONTROL
 RA1044  ___________________________________________________________________
 RA1044* NAD 83(1986)-  45 21 21.     (N)    116 20 33.     (W)     SCALED    
 RA1044* NAVD 88     -       634.603  (meters)    2082.03   (feet)  ADJUSTED  
 RA1044  ___________________________________________________________________
 RA1044  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 RA1044  DYNAMIC HT  -         634.447 (meters)    2081.51  (feet)  COMP
 RA1044  MODELED GRAV-     980,352.4   (mgal)                       NAVD 88
 RA1044
 RA1044  VERT ORDER  -  FIRST     CLASS II
 RA1044
 RA1044.The horizontal coordinates were scaled from a topographic map and have
 RA1044.an estimated accuracy of +/- 6 seconds.
 RA1044
 RA1044.The orthometric height was determined by differential leveling
 RA1044.and adjusted by the National Geodetic Survey in June 1991..
 RA1044
 RA1044.The geoid height was determined by GEOID03.
 RA1044
 RA1044.The dynamic height is computed by dividing the NAVD 88
 RA1044.geopotential number by the normal gravity value computed on the
 RA1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1044.degrees latitude (g = 980.6199 gals.).
 RA1044
 RA1044.The modeled gravity was interpolated from observed gravity values.
 RA1044
 RA1044;                    North         East    Units  Estimated Accuracy
 RA1044;SPC ID W     -   410,020.      753,580.      MT  (+/- 180 meters Scaled)
 RA1044
 RA1044                          SUPERSEDED SURVEY CONTROL
 RA1044
 RA1044.No superseded survey control is available for this station.
 RA1044
 RA1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL514226(NAD 83)
 RA1044_MARKER: DB = BENCH MARK DISK
 RA1044_SETTING: 80 = SET IN A BOULDER
 RA1044_SP_SET: BOULDER
 RA1044_STAMPING: K 406 1982
 RA1044_MARK LOGO: NGS   
 RA1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1044+STABILITY: SURFACE MOTION
 RA1044
 RA1044  HISTORY     - Date     Condition        Report By
 RA1044  HISTORY     - 1982     MONUMENTED       NGS
 RA1044
 RA1044                          STATION DESCRIPTION
 RA1044
 RA1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1044'8.8 KM (5.5 MI) SOUTH FROM RIGGINS.
 RA1044'8.8 KM (5.5 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 RA1044'RIGGINS, SET VERTICALLY IN A 3- BY 108-FOOT VEIN OF QUARTZ 7 FEET
 RA1044'ABOVE THE BASE OF A MASSIVE BEDROCK CUT, 0.3 KM (0.2 MI) SOUTHEAST OF
 RA1044'MILEPOST 190, 17.6 METERS (58 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 RA1044'20.1 METERS (66 FT) NORTHWEST OF THE SOUTHEAST AND BOTTOM EDGE OF THE
 RA1044'QUARTZ VEIN.
 RA1044'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
 RA1044'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1080 ***********************************************************************
 QB1080  DESIGNATION -  K 407
 QB1080  PID         -  QB1080
 QB1080  STATE/COUNTY-  ID/ADAMS
 QB1080  USGS QUAD   -  NEW MEADOWS (1986)
 QB1080
 QB1080                         *CURRENT SURVEY CONTROL
 QB1080  ___________________________________________________________________
 QB1080* NAD 83(1986)-  44 58 55.     (N)    116 22 06.     (W)     SCALED    
 QB1080* NAVD 88     -      1271.708  (meters)    4172.26   (feet)  ADJUSTED  
 QB1080  ___________________________________________________________________
 QB1080  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 QB1080  DYNAMIC HT  -        1271.242 (meters)    4170.73  (feet)  COMP
 QB1080  MODELED GRAV-     980,207.0   (mgal)                       NAVD 88
 QB1080
 QB1080  VERT ORDER  -  FIRST     CLASS II
 QB1080
 QB1080.The horizontal coordinates were scaled from a topographic map and have
 QB1080.an estimated accuracy of +/- 6 seconds.
 QB1080
 QB1080.The orthometric height was determined by differential leveling
 QB1080.and adjusted by the National Geodetic Survey in June 1991..
 QB1080
 QB1080.The geoid height was determined by GEOID03.
 QB1080
 QB1080.The dynamic height is computed by dividing the NAVD 88
 QB1080.geopotential number by the normal gravity value computed on the
 QB1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1080.degrees latitude (g = 980.6199 gals.).
 QB1080
 QB1080.The modeled gravity was interpolated from observed gravity values.
 QB1080
 QB1080;                    North         East    Units  Estimated Accuracy
 QB1080;SPC ID W     -   368,490.      751,230.      MT  (+/- 180 meters Scaled)
 QB1080
 QB1080                          SUPERSEDED SURVEY CONTROL
 QB1080
 QB1080.No superseded survey control is available for this station.
 QB1080
 QB1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK498811(NAD 83)
 QB1080_MARKER: DB = BENCH MARK DISK
 QB1080_SETTING: 66 = SET IN ROCK OUTCROP
 QB1080_SP_SET: ROCK OUTCROP
 QB1080_STAMPING: K 407 1983
 QB1080_MARK LOGO: NGS   
 QB1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1080
 QB1080  HISTORY     - Date     Condition        Report By
 QB1080  HISTORY     - 1983     MONUMENTED       NGS
 QB1080
 QB1080                          STATION DESCRIPTION
 QB1080
 QB1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1080'8.2 KM (5.15 MI) WEST FROM NEW MEADOWS.
 QB1080'8.2 KM (5.15 MI) WEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 QB1080'HIGHWAY 55 IN NEW MEADOWS, IN TOP OF A SMALL LEDGE IN THE BASE OF A
 QB1080'4-BY 10-FOOT EXPOSURE OF VOLCANIC BEDROCK IN A LONG HIGHWAY CUT, ON
 QB1080'THE INSIDE AND AT THE CENTER OF A CURVE, 0.25 KM (0.15 MI) SOUTHWEST
 QB1080'OF MILEPOST 156, 0.4 KM (0.25 MI) NORTHEAST OF THE T-JUNCTION OF RIVER
 QB1080'VALLEY ROAD, 8.8 METERS (29 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 QB1080'36.4 METERS (119.5 FT) WEST OF AND ACROSS THE HIGHWAY FROM THE UNION
 QB1080'PACIFIC RAILROAD MILEPOST 84, 0.7 METER (2.3 FT) BELOW THE BASE OF THE
 QB1080'WITNESS POST, 0.5 METER (1.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 QB1080'ROCK.
 QB1080'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 QB1080'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1105 ***********************************************************************
 QB1105  DESIGNATION -  K 408
 QB1105  PID         -  QB1105
 QB1105  STATE/COUNTY-  ID/ADAMS
 QB1105  USGS QUAD   -  EAST OF CAMBRIDGE (1986)
 QB1105
 QB1105                         *CURRENT SURVEY CONTROL
 QB1105  ___________________________________________________________________
 QB1105* NAD 83(1986)-  44 34 59.     (N)    116 31 26.     (W)     SCALED    
 QB1105* NAVD 88     -       850.819  (meters)    2791.40   (feet)  ADJUSTED  
 QB1105  ___________________________________________________________________
 QB1105  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 QB1105  DYNAMIC HT  -         850.564 (meters)    2790.56  (feet)  COMP
 QB1105  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 QB1105
 QB1105  VERT ORDER  -  FIRST     CLASS II
 QB1105
 QB1105.The horizontal coordinates were scaled from a topographic map and have
 QB1105.an estimated accuracy of +/- 6 seconds.
 QB1105
 QB1105.The orthometric height was determined by differential leveling
 QB1105.and adjusted by the National Geodetic Survey in June 1991..
 QB1105
 QB1105.The geoid height was determined by GEOID03.
 QB1105
 QB1105.The dynamic height is computed by dividing the NAVD 88
 QB1105.geopotential number by the normal gravity value computed on the
 QB1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1105.degrees latitude (g = 980.6199 gals.).
 QB1105
 QB1105.The modeled gravity was interpolated from observed gravity values.
 QB1105
 QB1105;                    North         East    Units  Estimated Accuracy
 QB1105;SPC ID W     -   324,270.      738,540.      MT  (+/- 180 meters Scaled)
 QB1105
 QB1105                          SUPERSEDED SURVEY CONTROL
 QB1105
 QB1105.No superseded survey control is available for this station.
 QB1105
 QB1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK377367(NAD 83)
 QB1105_MARKER: DB = BENCH MARK DISK
 QB1105_SETTING: 66 = SET IN ROCK OUTCROP
 QB1105_SP_SET: ROCK OUTCROP
 QB1105_STAMPING: K 408 1983
 QB1105_MARK LOGO: NGS   
 QB1105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1105+STABILITY: POSITION/ELEVATION WELL
 QB1105
 QB1105  HISTORY     - Date     Condition        Report By
 QB1105  HISTORY     - 1983     MONUMENTED       NGS
 QB1105
 QB1105                          STATION DESCRIPTION
 QB1105
 QB1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1105'13.2 KM (8.2 MI) EAST FROM CAMBRIDGE.
 QB1105'13.2 KM (8.2 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 QB1105'HIGHWAY 71 IN CAMBRIDGE, AT THE SOUTHWEST END OF A SHORT LOW BEDROCK
 QB1105'CUT, IN TOP OF A 4- BY 4-FOOT VOLCANIC OUTCROP PROJECTING 5 INCHES,
 QB1105'0.7 KM (0.45 MI) WEST OF MILEPOST 122, 0.6 KM (0.4 MI) NORTHEAST OF
 QB1105'THE WASHINGTON-ADAMS COUNTY LINE, 0.2 KM (0.15 MI) SOUTHWEST OF A
 QB1105'TWO-STORY FARM HOUSE, 16.3 METERS (53.5 FT) SOUTHEAST OF THE
 QB1105'CENTERLINE OF THE HIGHWAY, 13.2 METERS (43.5 FT) EAST OF THE SOUTHWEST
 QB1105'END OF THE CUT, 3.8 METERS (12.5 FT) SOUTHEAST OF A FENCE.
 QB1105'THE MARK IS 1.9 METERS  SE FROM A WITNESS POST.
 QB1105'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0760 ***********************************************************************
 OY0760  DESIGNATION -  K 409
 OY0760  PID         -  OY0760
 OY0760  STATE/COUNTY-  ID/BONNEVILLE
 OY0760  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0760
 OY0760                         *CURRENT SURVEY CONTROL
 OY0760  ___________________________________________________________________
 OY0760* NAD 83(1986)-  43 29 32.     (N)    112 02 45.     (W)     SCALED    
 OY0760* NAVD 88     -      1435.285  (meters)    4708.93   (feet)  ADJUSTED  
 OY0760  ___________________________________________________________________
 OY0760  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 OY0760  DYNAMIC HT  -        1434.531 (meters)    4706.46  (feet)  COMP
 OY0760  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 OY0760
 OY0760  VERT ORDER  -  FIRST     CLASS II
 OY0760
 OY0760.The horizontal coordinates were scaled from a topographic map and have
 OY0760.an estimated accuracy of +/- 6 seconds.
 OY0760
 OY0760.The orthometric height was determined by differential leveling
 OY0760.and adjusted by the National Geodetic Survey in December 1992..
 OY0760
 OY0760.The geoid height was determined by GEOID03.
 OY0760
 OY0760.The dynamic height is computed by dividing the NAVD 88
 OY0760.geopotential number by the normal gravity value computed on the
 OY0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0760.degrees latitude (g = 980.6199 gals.).
 OY0760
 OY0760.The modeled gravity was interpolated from observed gravity values.
 OY0760
 OY0760;                    North         East    Units  Estimated Accuracy
 OY0760;SPC ID E     -   202,790.      209,770.      MT  (+/- 180 meters Scaled)
 OY0760
 OY0760                          SUPERSEDED SURVEY CONTROL
 OY0760
 OY0760  NAVD 88 (06/15/91) 1435.281  (m)         4708.92   (f) UNKNOWN     1 2
 OY0760  NGVD 29 (08/20/92) 1434.210  (m)         4705.40   (f) ADJUSTED    1 2
 OY0760
 OY0760.Superseded values are not recommended for survey control.
 OY0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0760.See file dsdata.txt to determine how the superseded data were derived.
 OY0760
 OY0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP154160(NAD 83)
 OY0760_MARKER: DV = VERTICAL CONTROL DISK
 OY0760_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OY0760_SP_SET: WINGWALL
 OY0760_STAMPING: K 409 1983
 OY0760_MARK LOGO: NGS   
 OY0760_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OY0760+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1992
 OY0760
 OY0760  HISTORY     - Date     Condition        Report By
 OY0760  HISTORY     - 1983     MONUMENTED       NGS
 OY0760  HISTORY     - 19920702 GOOD             NGS
 OY0760  HISTORY     - 19970601 GOOD             IDTD
 OY0760
 OY0760                          STATION DESCRIPTION
 OY0760
 OY0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OY0760'IN IDAHO FALLS.
 OY0760'THE MARK IS 0.3 M BELOW THE TRACKS.
 OY0760'IN IDAHO FALLS, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND
 OY0760'THE SNAKE RIVER, IN TOP OF AND 0.4 METER (1.3 FT) SOUTHWEST OF THE
 OY0760'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE
 OY0760'OVER THE SNAKE RIVER, AND 2.7 METERS (8.9 FT) NORTHWEST OF THE NEAR
 OY0760'RAIL.
 OY0760
 OY0760                          STATION RECOVERY (1992)
 OY0760
 OY0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0760'IN IDAHO FALLS, AT THE INTERSECTION OF THE SNAKE RIVER AND THE UNION
 OY0760'PACIFIC RAILROAD, IN TOP OF AND 7.5 M (24.6 FT) SOUTHEAST OF THE
 OY0760'NORTHWEST END OF THE NORTHWEST CONCRETE WINGWALL OF THE RAILROAD
 OY0760'BRIDGE SPANNING THE RIVER, 2.6 M (8.5 FT) NORTHEAST OF THE NEAR RAIL,
 OY0760'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK.
 OY0760
 OY0760                          STATION RECOVERY (1997)
 OY0760
 OY0760'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 OY0760'ADD, THE BRIDGE MENTIONED ABOVE IS THE OLD TRESTLE STRUCTURE
 OY0760'DOWNSTREAM OF THE BROADWAY BRIDGE ON I-15B OR US-20. MARK IS ON THE
 OY0760'WESTERLY SIDE OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0338 ***********************************************************************
 QY0338  DESIGNATION -  K 41
 QY0338  PID         -  QY0338
 QY0338  STATE/COUNTY-  ID/LEMHI
 QY0338  USGS QUAD   -  BIRD CREEK (1966)
 QY0338
 QY0338                         *CURRENT SURVEY CONTROL
 QY0338  ___________________________________________________________________
 QY0338* NAD 83(1986)-  45 15 25.     (N)    113 53 37.     (W)     SCALED    
 QY0338* NAVD 88     -      1168.712  (meters)    3834.35   (feet)  ADJUSTED  
 QY0338  ___________________________________________________________________
 QY0338  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 QY0338  DYNAMIC HT  -        1168.275 (meters)    3832.92  (feet)  COMP
 QY0338  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 QY0338
 QY0338  VERT ORDER  -  FIRST     CLASS II
 QY0338
 QY0338.The horizontal coordinates were scaled from a topographic map and have
 QY0338.an estimated accuracy of +/- 6 seconds.
 QY0338
 QY0338.The orthometric height was determined by differential leveling
 QY0338.and adjusted by the National Geodetic Survey in June 1991..
 QY0338
 QY0338.The geoid height was determined by GEOID03.
 QY0338
 QY0338.The dynamic height is computed by dividing the NAVD 88
 QY0338.geopotential number by the normal gravity value computed on the
 QY0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0338.degrees latitude (g = 980.6199 gals.).
 QY0338
 QY0338.The modeled gravity was interpolated from observed gravity values.
 QY0338
 QY0338;                    North         East    Units  Estimated Accuracy
 QY0338;SPC ID C     -   398,870.      508,350.      MT  (+/- 180 meters Scaled)
 QY0338
 QY0338                          SUPERSEDED SURVEY CONTROL
 QY0338
 QY0338  NGVD 29 (??/??/92) 1167.562  (m)         3830.58   (f) ADJ UNCH    1 2
 QY0338
 QY0338.Superseded values are not recommended for survey control.
 QY0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0338.See file dsdata.txt to determine how the superseded data were derived.
 QY0338
 QY0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR729155(NAD 83)
 QY0338_MARKER: DB = BENCH MARK DISK
 QY0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0338_STAMPING: K 41 1934
 QY0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0338+STABILITY: SURFACE MOTION
 QY0338
 QY0338  HISTORY     - Date     Condition        Report By
 QY0338  HISTORY     - 1934     MONUMENTED       CGS
 QY0338  HISTORY     - 19970601 GOOD             IDTD
 QY0338
 QY0338                          STATION DESCRIPTION
 QY0338
 QY0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0338'5.7 MI N FROM SALMON.
 QY0338'5.7 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE COURTHOUSE AT SALMON,
 QY0338'LEMHI COUNTY, 172 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY LEADING
 QY0338'TO THE CLARK MCKENNEY RANCH IN 1934, 135 FEET NORTH OF A CULVERT, 48
 QY0338'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET SOUTH OF A
 QY0338'TELEPHONE POLE, AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK,
 QY0338'STAMPED K 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QY0338
 QY0338                          STATION RECOVERY (1997)
 QY0338
 QY0338'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0338'ADD, FROM THE NORTHWEST END OF THE SALMON RIVER BRIDGE IN SALMON,
 QY0338'IDAHO, GO NORTH ON US-93 FOR 9.085 KM TO THE MARK ON THE RIGHT AT
 QY0338'MILEPOST 310.967. IT IS 1.144 KM NORTH OF THE BRIDGE OVER CARMEN
 QY0338'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0744 ***********************************************************************
 PY0744  DESIGNATION -  K 410
 PY0744  PID         -  PY0744
 PY0744  STATE/COUNTY-  ID/FREMONT
 PY0744  USGS QUAD   -  LOOKOUT BUTTE (1965)
 PY0744
 PY0744                         *CURRENT SURVEY CONTROL
 PY0744  ___________________________________________________________________
 PY0744* NAD 83(1986)-  44 11 43.     (N)    111 26 47.     (W)     SCALED    
 PY0744* NAVD 88     -      1879.977  (meters)    6167.89   (feet)  ADJUSTED  
 PY0744  ___________________________________________________________________
 PY0744  GEOID HEIGHT-         -10.10  (meters)                     GEOID03
 PY0744  DYNAMIC HT  -        1878.912 (meters)    6164.40  (feet)  COMP
 PY0744  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 PY0744
 PY0744  VERT ORDER  -  FIRST     CLASS II
 PY0744
 PY0744.The horizontal coordinates were scaled from a topographic map and have
 PY0744.an estimated accuracy of +/- 6 seconds.
 PY0744
 PY0744.The orthometric height was determined by differential leveling
 PY0744.and adjusted by the National Geodetic Survey in June 1991..
 PY0744
 PY0744.The geoid height was determined by GEOID03.
 PY0744
 PY0744.The dynamic height is computed by dividing the NAVD 88
 PY0744.geopotential number by the normal gravity value computed on the
 PY0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0744.degrees latitude (g = 980.6199 gals.).
 PY0744
 PY0744.The modeled gravity was interpolated from observed gravity values.
 PY0744
 PY0744;                    North         East    Units  Estimated Accuracy
 PY0744;SPC ID E     -   281,140.      257,580.      MT  (+/- 180 meters Scaled)
 PY0744
 PY0744                          SUPERSEDED SURVEY CONTROL
 PY0744
 PY0744  NGVD 29 (08/20/92) 1878.809  (m)         6164.06   (f) ADJUSTED    1 2
 PY0744
 PY0744.Superseded values are not recommended for survey control.
 PY0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0744.See file dsdata.txt to determine how the superseded data were derived.
 PY0744
 PY0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP643936(NAD 83)
 PY0744_MARKER: I = METAL ROD
 PY0744_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY0744+WITH SETTING: INFORMATION.
 PY0744_SP_SET: SHALLOW SET METAL ROD
 PY0744_STAMPING: K 410 1983
 PY0744_MARK LOGO: NGS   
 PY0744_PROJECTION: FLUSH
 PY0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0744_ROD/PIPE-DEPTH: 1.8  meters
 PY0744
 PY0744  HISTORY     - Date     Condition        Report By
 PY0744  HISTORY     - 1983     MONUMENTED       NGS
 PY0744
 PY0744                          STATION DESCRIPTION
 PY0744
 PY0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0744'15.4 KM (9.55 MI) NE FROM ASHTON.
 PY0744'0.4 KM (9.3 MI) WEST ALONG STATE HIGHWAY 47 FROM THE UNION PACIFIC
 PY0744'RAILROAD STATION IN ASHTON, THENCE 15.0 KM (9.3 MI) NORTHEASTERLY
 PY0744'ALONG U.S. HIGHWAY 20, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 370, 17.6
 PY0744'METERS (57.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 13.8
 PY0744'METERS (45.3 FT) NORTH OF THE CENTER OF A GRAVELED ROAD LEADING EAST
 PY0744'TO SHEEP FALLS.  REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM
 PY0744'POINT IS THROUGH A 5-INCH LOGO CAP.
 PY0744'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 PY0744'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0717 ***********************************************************************
 PY0717  DESIGNATION -  K 411
 PY0717  PID         -  PY0717
 PY0717  STATE/COUNTY-  ID/FREMONT
 PY0717  USGS QUAD   -  BIG SPRINGS (1964)
 PY0717
 PY0717                         *CURRENT SURVEY CONTROL
 PY0717  ___________________________________________________________________
 PY0717* NAD 83(1986)-  44 37 20.     (N)    111 20 05.     (W)     SCALED    
 PY0717* NAVD 88     -      2011.374  (meters)    6598.98   (feet)  ADJUSTED  
 PY0717  ___________________________________________________________________
 PY0717  GEOID HEIGHT-          -8.92  (meters)                     GEOID03
 PY0717  DYNAMIC HT  -        2010.261 (meters)    6595.33  (feet)  COMP
 PY0717  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 PY0717
 PY0717  VERT ORDER  -  FIRST     CLASS II
 PY0717
 PY0717.The horizontal coordinates were scaled from a topographic map and have
 PY0717.an estimated accuracy of +/- 6 seconds.
 PY0717
 PY0717.The orthometric height was determined by differential leveling
 PY0717.and adjusted by the National Geodetic Survey in June 1991..
 PY0717
 PY0717.The geoid height was determined by GEOID03.
 PY0717
 PY0717.The dynamic height is computed by dividing the NAVD 88
 PY0717.geopotential number by the normal gravity value computed on the
 PY0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0717.degrees latitude (g = 980.6199 gals.).
 PY0717
 PY0717.The modeled gravity was interpolated from observed gravity values.
 PY0717
 PY0717;                    North         East    Units  Estimated Accuracy
 PY0717;SPC ID E     -   328,670.      266,020.      MT  (+/- 180 meters Scaled)
 PY0717
 PY0717                          SUPERSEDED SURVEY CONTROL
 PY0717
 PY0717  NGVD 29 (08/20/92) 2010.156  (m)         6594.99   (f) ADJUSTED    1 2
 PY0717
 PY0717.Superseded values are not recommended for survey control.
 PY0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0717.See file dsdata.txt to determine how the superseded data were derived.
 PY0717
 PY0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ734410(NAD 83)
 PY0717_MARKER: I = METAL ROD
 PY0717_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0717_SP_SET: STAINLESS STEEL ROD
 PY0717_STAMPING: K 411 1983
 PY0717_MARK LOGO: NGS   
 PY0717_PROJECTION: FLUSH
 PY0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0717_ROD/PIPE-DEPTH: 8.5  meters
 PY0717
 PY0717  HISTORY     - Date     Condition        Report By
 PY0717  HISTORY     - 1983     MONUMENTED       NGS
 PY0717
 PY0717                          STATION DESCRIPTION
 PY0717
 PY0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0717'23.5 KM (14.65 MI) SW FROM WEST YELLOWSTONE MONTANA.
 PY0717'23.5 KM (14.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 20 FROM THE MUSEUM
 PY0717'OF THE YELLOWSTONE IN WEST YELLOWSTONE, 0.6 KM (0.35 MI) NORTH OF
 PY0717'MILEPOST 401, 0.5 KM (0.3 MI) NORTH OF A PAVED ROAD LEADING WEST TO
 PY0717'HENRYS LAKE STATE PARK, 30.7 METERS (100.7 FT) EAST OF THE CENTERLINE
 PY0717'OF THE HIGHWAY, 23.0 METERS (75.5 FT) NORTHWEST OF A UTILITY, AND AND
 PY0717'6.5 METERS (21.3 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE.  ACCESS
 PY0717'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PY0717'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PY0717'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0822 ***********************************************************************
 OZ0822  DESIGNATION -  K 412
 OZ0822  PID         -  OZ0822
 OZ0822  STATE/COUNTY-  ID/ELMORE
 OZ0822  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0822
 OZ0822                         *CURRENT SURVEY CONTROL
 OZ0822  ___________________________________________________________________
 OZ0822* NAD 83(1986)-  43 09 29.     (N)    115 43 36.     (W)     SCALED    
 OZ0822* NAVD 88     -       972.481  (meters)    3190.55   (feet)  ADJUSTED  
 OZ0822  ___________________________________________________________________
 OZ0822  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 OZ0822  DYNAMIC HT  -         972.063 (meters)    3189.18  (feet)  COMP
 OZ0822  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 OZ0822
 OZ0822  VERT ORDER  -  FIRST     CLASS II
 OZ0822
 OZ0822.The horizontal coordinates were scaled from a topographic map and have
 OZ0822.an estimated accuracy of +/- 6 seconds.
 OZ0822
 OZ0822.The orthometric height was determined by differential leveling
 OZ0822.and adjusted by the National Geodetic Survey in June 1991..
 OZ0822
 OZ0822.The geoid height was determined by GEOID03.
 OZ0822
 OZ0822.The dynamic height is computed by dividing the NAVD 88
 OZ0822.geopotential number by the normal gravity value computed on the
 OZ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0822.degrees latitude (g = 980.6199 gals.).
 OZ0822
 OZ0822.The modeled gravity was interpolated from observed gravity values.
 OZ0822
 OZ0822;                    North         East    Units  Estimated Accuracy
 OZ0822;SPC ID W     -   165,660.      801,900.      MT  (+/- 180 meters Scaled)
 OZ0822
 OZ0822                          SUPERSEDED SURVEY CONTROL
 OZ0822
 OZ0822.No superseded survey control is available for this station.
 OZ0822
 OZ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH035791(NAD 83)
 OZ0822_MARKER: I = METAL ROD
 OZ0822_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OZ0822_SP_SET: STAINLESS STEEL ROD
 OZ0822_STAMPING: K 412 1983
 OZ0822_MARK LOGO: NGS   
 OZ0822_PROJECTION: FLUSH
 OZ0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0822_ROD/PIPE-DEPTH: 2.7  meters
 OZ0822
 OZ0822  HISTORY     - Date     Condition        Report By
 OZ0822  HISTORY     - 1983     MONUMENTED       NGS
 OZ0822
 OZ0822                          STATION DESCRIPTION
 OZ0822
 OZ0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OZ0822'4.2 KM (2.6 MI) NW FROM MOUNTAIN HOME.
 OZ0822'4.25 KM (2.65 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM
 OZ0822'THE UNION PACIFIC RAILROAD OVERPASS IN MOUNTAIN HOME, AT THE T
 OZ0822'JUNCTION OF AND ON THE EXTENDED CENTER OF DUTTON DRIVE, 17.4 METERS
 OZ0822'(57 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 27.7 METERS (91 FT)
 OZ0822'NORTHEAST OF THE NORTHEAST RAIL.
 OZ0822'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 OZ0822'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0803 ***********************************************************************
 NV0803  DESIGNATION -  K 413
 NV0803  PID         -  NV0803
 NV0803  STATE/COUNTY-  ID/GOODING
 NV0803  USGS QUAD   -  BLISS (1992)
 NV0803
 NV0803                         *CURRENT SURVEY CONTROL
 NV0803  ___________________________________________________________________
 NV0803* NAD 83(1986)-  42 56 29.     (N)    114 59 44.     (W)     SCALED    
 NV0803* NAVD 88     -       992.544  (meters)    3256.37   (feet)  ADJUSTED  
 NV0803  ___________________________________________________________________
 NV0803  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 NV0803  DYNAMIC HT  -         992.099 (meters)    3254.91  (feet)  COMP
 NV0803  MODELED GRAV-     980,137.6   (mgal)                       NAVD 88
 NV0803
 NV0803  VERT ORDER  -  FIRST     CLASS II
 NV0803
 NV0803.The horizontal coordinates were scaled from a topographic map and have
 NV0803.an estimated accuracy of +/- 6 seconds.
 NV0803
 NV0803.The orthometric height was determined by differential leveling
 NV0803.and adjusted by the National Geodetic Survey in June 1991..
 NV0803
 NV0803.The geoid height was determined by GEOID03.
 NV0803
 NV0803.The dynamic height is computed by dividing the NAVD 88
 NV0803.geopotential number by the normal gravity value computed on the
 NV0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0803.degrees latitude (g = 980.6199 gals.).
 NV0803
 NV0803.The modeled gravity was interpolated from observed gravity values.
 NV0803
 NV0803;                    North         East    Units  Estimated Accuracy
 NV0803;SPC ID C     -   142,070.      418,750.      MT  (+/- 180 meters Scaled)
 NV0803
 NV0803                          SUPERSEDED SURVEY CONTROL
 NV0803
 NV0803.No superseded survey control is available for this station.
 NV0803
 NV0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH635562(NAD 83)
 NV0803_MARKER: DB = BENCH MARK DISK
 NV0803_SETTING: 66 = SET IN ROCK OUTCROP
 NV0803_SP_SET: ROCK OUTCROP
 NV0803_STAMPING: K 413 1983
 NV0803_MARK LOGO: NGS   
 NV0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0803+STABILITY: POSITION/ELEVATION WELL
 NV0803
 NV0803  HISTORY     - Date     Condition        Report By
 NV0803  HISTORY     - 1983     MONUMENTED       NGS
 NV0803
 NV0803                          STATION DESCRIPTION
 NV0803
 NV0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0803'4.4 KM (2.7 MI) NW FROM BLISS.
 NV0803'4.25 KM (2.65 MI) WEST ALONG U.S. HIGHWAY 26 FROM THE POST OFFICE IN
 NV0803'BLISS, THENCE 0.2 KM (0.1 MI) NORTHWEST ALONG OLD U.S. HIGHWAY 30, IN
 NV0803'TOP OF AND 0.5 METER (1.5 FT) NORTHEAST OF THE SOUTHWEST EDGE OF A 6
 NV0803'BY 10 FOOT PORTION OF VOLCANIC ROCK OUTCROP PROJECTING 3-INCHES ABOVE
 NV0803'THE SURFACE OF THE GROUND AND 0.4 KM (0.25 MI) NORTHWEST OF THE
 NV0803'NORTHWEST END OF THE BRIDGE OVER INTERSTATE 84, 11.9 METERS (39 FT)
 NV0803'NORTHEAST OF THE HIGHWAY CENTERLINE, 38.5 METERS (126.5 FT) SOUTHEAST
 NV0803'OF A BRACE IN THE RIGHT OF WAY FENCE, 3.3 METERS (11 FT) SOUTHWEST OF
 NV0803'THE RIGHT OF WAY FENCE AND 1.0 METER (3.5 FT) NORTHWEST OF THE
 NV0803'SOUTHEAST EDGE OF THE OUTCROP.
 NV0803'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 NV0803'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0805 ***********************************************************************
 NV0805  DESIGNATION -  K 414
 NV0805  PID         -  NV0805
 NV0805  STATE/COUNTY-  ID/GOODING
 NV0805  USGS QUAD   -  BLISS (1992)
 NV0805
 NV0805                         *CURRENT SURVEY CONTROL
 NV0805  ___________________________________________________________________
 NV0805* NAD 83(1986)-  42 55 05.     (N)    114 56 57.     (W)     SCALED    
 NV0805* NAVD 88     -       943.217  (meters)    3094.54   (feet)  ADJUSTED  
 NV0805  ___________________________________________________________________
 NV0805  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 NV0805  DYNAMIC HT  -         942.801 (meters)    3093.17  (feet)  COMP
 NV0805  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 NV0805
 NV0805  VERT ORDER  -  FIRST     CLASS II
 NV0805
 NV0805.The horizontal coordinates were scaled from a topographic map and have
 NV0805.an estimated accuracy of +/- 6 seconds.
 NV0805
 NV0805.The orthometric height was determined by differential leveling
 NV0805.and adjusted by the National Geodetic Survey in June 1991..
 NV0805
 NV0805.The geoid height was determined by GEOID03.
 NV0805
 NV0805.The dynamic height is computed by dividing the NAVD 88
 NV0805.geopotential number by the normal gravity value computed on the
 NV0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0805.degrees latitude (g = 980.6199 gals.).
 NV0805
 NV0805.The modeled gravity was interpolated from observed gravity values.
 NV0805
 NV0805;                    North         East    Units  Estimated Accuracy
 NV0805;SPC ID C     -   139,430.      422,510.      MT  (+/- 180 meters Scaled)
 NV0805
 NV0805                          SUPERSEDED SURVEY CONTROL
 NV0805
 NV0805.No superseded survey control is available for this station.
 NV0805
 NV0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH673537(NAD 83)
 NV0805_MARKER: I = METAL ROD
 NV0805_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0805_SP_SET: STAINLESS STEEL ROD
 NV0805_STAMPING: K 414 1983
 NV0805_MARK LOGO: NGS   
 NV0805_PROJECTION: FLUSH
 NV0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0805_ROD/PIPE-DEPTH: 6.1  meters
 NV0805
 NV0805  HISTORY     - Date     Condition        Report By
 NV0805  HISTORY     - 1983     MONUMENTED       NGS
 NV0805
 NV0805                          STATION DESCRIPTION
 NV0805
 NV0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0805'0.8 KM (0.5 MI) SE FROM BLISS.
 NV0805'0.8 KM (0.5 MI) SOUTHEAST ALONG HAGGERMAN VALLEY ROAD (OLD HIGHWAY 30)
 NV0805'FROM THE POST OFFICE IN BLISS, ON THE WEST SLOPE OF A GRASSY KNOLL IN
 NV0805'THE SOUTH CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING SOUTHWEST,
 NV0805'28.3 METERS (93 FT) SOUTHWEST OF CENTER OF THE ROAD AND 4.9 METERS (16
 NV0805'FT) SOUTHEAST OF THE CENTER OF THE TRACK ROAD.
 NV0805'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 NV0805'THE MARK IS 0.3 M ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0811 ***********************************************************************
 OZ0811  DESIGNATION -  K 415
 OZ0811  PID         -  OZ0811
 OZ0811  STATE/COUNTY-  ID/ADA
 OZ0811  USGS QUAD   -  MAYFIELD (1990)
 OZ0811
 OZ0811                         *CURRENT SURVEY CONTROL
 OZ0811  ___________________________________________________________________
 OZ0811* NAD 83(1986)-  43 22 46.     (N)    115 59 27.     (W)     SCALED    
 OZ0811* NAVD 88     -      1025.489  (meters)    3364.46   (feet)  ADJUSTED  
 OZ0811  ___________________________________________________________________
 OZ0811  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 OZ0811  DYNAMIC HT  -        1025.028 (meters)    3362.95  (feet)  COMP
 OZ0811  MODELED GRAV-     980,134.9   (mgal)                       NAVD 88
 OZ0811
 OZ0811  VERT ORDER  -  FIRST     CLASS II
 OZ0811
 OZ0811.The horizontal coordinates were scaled from a topographic map and have
 OZ0811.an estimated accuracy of +/- 6 seconds.
 OZ0811
 OZ0811.The orthometric height was determined by differential leveling
 OZ0811.and adjusted by the National Geodetic Survey in June 1991..
 OZ0811
 OZ0811.The geoid height was determined by GEOID03.
 OZ0811
 OZ0811.The dynamic height is computed by dividing the NAVD 88
 OZ0811.geopotential number by the normal gravity value computed on the
 OZ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0811.degrees latitude (g = 980.6199 gals.).
 OZ0811
 OZ0811.The modeled gravity was interpolated from observed gravity values.
 OZ0811
 OZ0811;                    North         East    Units  Estimated Accuracy
 OZ0811;SPC ID W     -   190,280.      780,490.      MT  (+/- 180 meters Scaled)
 OZ0811
 OZ0811                          SUPERSEDED SURVEY CONTROL
 OZ0811
 OZ0811.No superseded survey control is available for this station.
 OZ0811
 OZ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ817034(NAD 83)
 OZ0811_MARKER: I = METAL ROD
 OZ0811_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OZ0811_SP_SET: STAINLESS STEEL ROD
 OZ0811_STAMPING: K 415 1983
 OZ0811_MARK LOGO: NGS   
 OZ0811_PROJECTION: FLUSH
 OZ0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0811_ROD/PIPE-DEPTH: 7.0  meters
 OZ0811
 OZ0811  HISTORY     - Date     Condition        Report By
 OZ0811  HISTORY     - 1983     MONUMENTED       NGS
 OZ0811
 OZ0811                          STATION DESCRIPTION
 OZ0811
 OZ0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OZ0811'31.5 KM (19.6 MI) SE FROM BOISE.
 OZ0811'13.0 KM (8.1 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC
 OZ0811'RAILROAD STATION AT BOISE, THENCE 18.5 KM (11.5 MI) SOUTHEAST ALONG
 OZ0811'INTERSTATE 84, IN TOP OF A SMALL FLAT AREA ON THE NORTH SLOPE OF A LOW
 OZ0811'HILL AND AT THE SOUTHEAST END OF A LONG FILL, 0.8 KM (0.5 MI)
 OZ0811'SOUTHEAST OF THE MAYFIELD-ORCHARD OVERPASS, 0.5 KM (0.3 MI) SOUTHEAST
 OZ0811'OF MILEPOST 71, 31.0 METERS (102 FT) SOUTHWEST OF THE CENTERLINE OF
 OZ0811'THE EASTBOUND LANES, 11.0 METERS (36 FT) SOUTHEAST OF AN IRON BRACE
 OZ0811'POST IN THE RIGHT OF WAY FENCE, 1.0 METER (3 FT) NORTHEAST OF THE
 OZ0811'RIGHT OF WAY FENCE.
 OZ0811'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 OZ0811'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1109 ***********************************************************************
 OH1109  DESIGNATION -  K 416
 OH1109  PID         -  OH1109
 OH1109  STATE/COUNTY-  ID/CANYON
 OH1109  USGS QUAD   -  NAMPA (1971)
 OH1109
 OH1109                         *CURRENT SURVEY CONTROL
 OH1109  ___________________________________________________________________
 OH1109* NAD 83(1986)-  43 33 41.     (N)    116 31 59.     (W)     SCALED    
 OH1109* NAVD 88     -       761.291  (meters)    2497.67   (feet)  ADJUSTED  
 OH1109  ___________________________________________________________________
 OH1109  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 OH1109  DYNAMIC HT  -         761.024 (meters)    2496.79  (feet)  COMP
 OH1109  MODELED GRAV-     980,244.4   (mgal)                       NAVD 88
 OH1109
 OH1109  VERT ORDER  -  FIRST     CLASS II
 OH1109
 OH1109.The horizontal coordinates were scaled from a topographic map and have
 OH1109.an estimated accuracy of +/- 6 seconds.
 OH1109
 OH1109.The orthometric height was determined by differential leveling
 OH1109.and adjusted by the National Geodetic Survey in June 1991..
 OH1109
 OH1109.The geoid height was determined by GEOID03.
 OH1109
 OH1109.The dynamic height is computed by dividing the NAVD 88
 OH1109.geopotential number by the normal gravity value computed on the
 OH1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1109.degrees latitude (g = 980.6199 gals.).
 OH1109
 OH1109.The modeled gravity was interpolated from observed gravity values.
 OH1109
 OH1109;                    North         East    Units  Estimated Accuracy
 OH1109;SPC ID W     -   210,760.      736,740.      MT  (+/- 180 meters Scaled)
 OH1109
 OH1109                          SUPERSEDED SURVEY CONTROL
 OH1109
 OH1109.No superseded survey control is available for this station.
 OH1109
 OH1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ377232(NAD 83)
 OH1109_MARKER: I = METAL ROD
 OH1109_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1109_SP_SET: STAINLESS STEEL ROD
 OH1109_STAMPING: K 416 1983
 OH1109_MARK LOGO: NGS   
 OH1109_PROJECTION: FLUSH
 OH1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1109_ROD/PIPE-DEPTH: 8.2  meters
 OH1109
 OH1109  HISTORY     - Date     Condition        Report By
 OH1109  HISTORY     - 1983     MONUMENTED       NGS
 OH1109
 OH1109                          STATION DESCRIPTION
 OH1109
 OH1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1109'3.2 KM (2.0 MI) SE FROM NAMPA.
 OH1109'3.2 KM (2.0 MI) SOUTHEAST ALONG SECOND STREET SOUTH FROM THE POST
 OH1109'OFFICE IN NAMPA, AT KINGS CORNER, IN THE NORTHWEST CORNER OF THE
 OH1109'INTERSECTION OF AMITY AVENUE AND SOUTHSIDE BOULEVARD, 0.2 KM (0.1 MI)
 OH1109'WEST OF THE UNION PACIFIC RAILROAD CROSSING, 8.1 METERS (27 FT) SOUTH
 OH1109'OF THE CENTER OF THE AVENUE, 14.5 METERS (48 FT) WEST OF THE CENTER OF
 OH1109'THE ROAD, 12.0 METERS (39 FT) EAST-NORTHEAST OF THE NORTHEAST ONE OF
 OH1109'SEVEN ABANDONED CONCRETE MAT FOUNDATIONS FOR A THEATER SCREEN, 0.6
 OH1109'METER (2 FT) NORTH OF A FENCE.
 OH1109'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 OH1109'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1480 ***********************************************************************
 OH1480  DESIGNATION -  K 417 RESET
 OH1480  PID         -  OH1480
 OH1480  STATE/COUNTY-  ID/CANYON
 OH1480  USGS QUAD   -  PARMA (1975)
 OH1480
 OH1480                         *CURRENT SURVEY CONTROL
 OH1480  ___________________________________________________________________
 OH1480* NAD 83(1986)-  43 52 25.     (N)    116 57 17.     (W)     SCALED    
 OH1480* NAVD 88     -       693.06   (meters)    2273.8    (feet)  RESET     
 OH1480  ___________________________________________________________________
 OH1480  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 OH1480
 OH1480  VERT ORDER  -  THIRD
 OH1480
 OH1480.The horizontal coordinates were scaled from a topographic map and have
 OH1480.an estimated accuracy of +/- 6 seconds.
 OH1480
 OH1480.The orthometric height was computed from unverified reset data.
 OH1480.No vertical observational check was made to the station.
 OH1480
 OH1480.The geoid height was determined by GEOID03.
 OH1480
 OH1480;                    North         East    Units  Estimated Accuracy
 OH1480;SPC ID W     -   245,860.      703,180.      MT  (+/- 180 meters Scaled)
 OH1480
 OH1480                          SUPERSEDED SURVEY CONTROL
 OH1480
 OH1480.No superseded survey control is available for this station.
 OH1480
 OH1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ036578(NAD 83)
 OH1480_MARKER: I = METAL ROD
 OH1480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1480_SP_SET: STAINLESS STEEL ROD
 OH1480_STAMPING: K 417 RESET 1990
 OH1480_MARK LOGO: NGS   
 OH1480_PROJECTION: FLUSH
 OH1480_MAGNETIC: I = MARKER IS A STEEL ROD
 OH1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1480+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1992
 OH1480_ROD/PIPE-DEPTH: 16.5 meters
 OH1480
 OH1480  HISTORY     - Date     Condition        Report By
 OH1480  HISTORY     - 1990     MONUMENTED       NGS
 OH1480  HISTORY     - 19921216 GOOD             NGS
 OH1480
 OH1480                          STATION DESCRIPTION
 OH1480
 OH1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OH1480'MARK IS LOCATED ABOUT 5.0 KM (3.1 MI) SOUTH OF INTERSTATE 84, AT
 OH1480'TIGGS JUNCTION.  FORMED BY THE JUNCTION OF US HIGHWAYS 20 AND 26 AND
 OH1480'US HIGHWAY 95.  REACHED FROM THE POST OFFICE IN FRUITLAND.  GO SOUTH
 OH1480'ON US HIGHWAY 95 FOR 15.8 KM (9.8 MI) TO THE MARK ON THE RIGHT.
 OH1480'LOCATED 67.9 M (222.8 FT) WEST FROM THE EXISTING US HIGHWAY 95
 OH1480'CENTERLINE, 53.3 M (174.9 FT) WEST OF THE PROPOSED NEW CENTERLINE,
 OH1480'16.4 M (53.8 FT) EAST OF THE NORTHEAST CORNER OF A MOBILE HOME, 19.5
 OH1480'M (64.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE SAME MOBILE
 OH1480'HOME, 0.6 M (2.0 FT) NORTH OF A POLE FENCE AND 0.3 M (1.0 FT) EAST OF
 OH1480'A FIBERGLASS WITNESS POST.
 OH1480
 OH1480                          STATION RECOVERY (1992)
 OH1480
 OH1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH1480'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 95, 20, 26, THIRD STREET
 OH1480'AND THE FIRST NATIONAL BANK IN PARMA.  GO NORTHWEST AND NORTH ON U.S.
 OH1480'HIGHWAYS 95, 20 AND 26 FOR 10.04 KM (6.24 MI) TO THE JUNCTION OF U.S.
 OH1480'HIGHWAYS 20 AND 26 AND ANDERSON CORNERS AND ANDERSON STORE AND THE
 OH1480'MARK ON THE LEFT JUST NORTH-NORTHEAST OF THE STORE AT A POLE FENCE.
 OH1480'LOCATED ABOUT 53.0 M (173.9 FT) WEST OF THE HIGHWAY CENTERLINE,
 OH1480'24.25 M (79.56 FT) WEST-NORTHWEST OF THE CENTER OF A TELEPHONE
 OH1480'JUNCTION BOX NUMBER 2805WY95, 23.4 M (76.8 FT) WEST-NORTHWEST OF A
 OH1480'HIGHWAY RIGHT-OF-WAY MARKER STAMPED 4122 + 78.7 100, 4.7 M (15.4 FT)
 OH1480'WEST OF THE EAST END OF THE POLE FENCE, 0.4 M (1.3 FT) EAST OF A
 OH1480'FIBERGLASS WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0902 ***********************************************************************
 NV0902  DESIGNATION -  K 418
 NV0902  PID         -  NV0902
 NV0902  STATE/COUNTY-  ID/OWYHEE
 NV0902  USGS QUAD   -  BRUNEAU (1992)
 NV0902
 NV0902                         *CURRENT SURVEY CONTROL
 NV0902  ___________________________________________________________________
 NV0902* NAD 83(1986)-  42 52 51.     (N)    115 47 49.     (W)     SCALED    
 NV0902* NAVD 88     -       776.855  (meters)    2548.73   (feet)  ADJUSTED  
 NV0902  ___________________________________________________________________
 NV0902  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 NV0902  DYNAMIC HT  -         776.516 (meters)    2547.62  (feet)  COMP
 NV0902  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 NV0902
 NV0902  VERT ORDER  -  FIRST     CLASS II
 NV0902
 NV0902.The horizontal coordinates were scaled from a topographic map and have
 NV0902.an estimated accuracy of +/- 6 seconds.
 NV0902
 NV0902.The orthometric height was determined by differential leveling
 NV0902.and adjusted by the National Geodetic Survey in June 1991..
 NV0902
 NV0902.The geoid height was determined by GEOID03.
 NV0902
 NV0902.The dynamic height is computed by dividing the NAVD 88
 NV0902.geopotential number by the normal gravity value computed on the
 NV0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0902.degrees latitude (g = 980.6199 gals.).
 NV0902
 NV0902.The modeled gravity was interpolated from observed gravity values.
 NV0902
 NV0902;                    North         East    Units  Estimated Accuracy
 NV0902;SPC ID W     -   134,860.      796,170.      MT  (+/- 180 meters Scaled)
 NV0902
 NV0902                          SUPERSEDED SURVEY CONTROL
 NV0902
 NV0902.No superseded survey control is available for this station.
 NV0902
 NV0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH982482(NAD 83)
 NV0902_MARKER: DV = VERTICAL CONTROL DISK
 NV0902_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NV0902_SP_SET: HEADWALL
 NV0902_STAMPING: K 418 1983
 NV0902_MARK LOGO: NGS   
 NV0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0902
 NV0902  HISTORY     - Date     Condition        Report By
 NV0902  HISTORY     - 1983     MONUMENTED       NGS
 NV0902
 NV0902                          STATION DESCRIPTION
 NV0902
 NV0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (BWM)
 NV0902'IN BRUNEAU, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL FOR
 NV0902'A 6- BY 20-FOOT BOX CULVERT FOR THE BUCKAROO DITCH, 0.2 KM (0.10 MI)
 NV0902'SOUTHWEST OF MILEPOST 72, 5.5 M (18.0 FT) NORTHWEST OF THE HIGHWAY
 NV0902'CENTERLINE, 39.6 M (129.9 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE
 NV0902'HOT SPRINGS ROAD AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF
 NV0902'THE HEADWALL.  ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0923 ***********************************************************************
 NV0923  DESIGNATION -  K 419
 NV0923  PID         -  NV0923
 NV0923  STATE/COUNTY-  ID/OWYHEE
 NV0923  USGS QUAD   -  HOLE IN ROCK (1980)
 NV0923
 NV0923                         *CURRENT SURVEY CONTROL
 NV0923  ___________________________________________________________________
 NV0923* NAD 83(1986)-  42 37 36.     (N)    115 54 25.     (W)     SCALED    
 NV0923* NAVD 88     -      1307.575  (meters)    4289.94   (feet)  ADJUSTED  
 NV0923  ___________________________________________________________________
 NV0923  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 NV0923  DYNAMIC HT  -        1306.822 (meters)    4287.47  (feet)  COMP
 NV0923  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 NV0923
 NV0923  VERT ORDER  -  FIRST     CLASS II
 NV0923
 NV0923.The horizontal coordinates were scaled from a topographic map and have
 NV0923.an estimated accuracy of +/- 6 seconds.
 NV0923
 NV0923.The orthometric height was determined by differential leveling
 NV0923.and adjusted by the National Geodetic Survey in June 1991..
 NV0923
 NV0923.The geoid height was determined by GEOID03.
 NV0923
 NV0923.The dynamic height is computed by dividing the NAVD 88
 NV0923.geopotential number by the normal gravity value computed on the
 NV0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0923.degrees latitude (g = 980.6199 gals.).
 NV0923
 NV0923.The modeled gravity was interpolated from observed gravity values.
 NV0923
 NV0923;                    North         East    Units  Estimated Accuracy
 NV0923;SPC ID W     -   106,640.      787,130.      MT  (+/- 180 meters Scaled)
 NV0923
 NV0923                          SUPERSEDED SURVEY CONTROL
 NV0923
 NV0923.No superseded survey control is available for this station.
 NV0923
 NV0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH896199(NAD 83)
 NV0923_MARKER: DV = VERTICAL CONTROL DISK
 NV0923_SETTING: 66 = SET IN ROCK OUTCROP
 NV0923_SP_SET: ROCK OUTCROP
 NV0923_STAMPING: K 419 1983
 NV0923_MARK LOGO: NGS   
 NV0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0923+STABILITY: POSITION/ELEVATION WELL
 NV0923
 NV0923  HISTORY     - Date     Condition        Report By
 NV0923  HISTORY     - 1983     MONUMENTED       NGS
 NV0923  HISTORY     - 19840601 GOOD             NGS
 NV0923
 NV0923                          STATION DESCRIPTION
 NV0923
 NV0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0923'LOCATION--33.0 KM (20.5 MI) SOUTH OF BRUNEAU. 33.0 KM (20.5 MI) SOUTH
 NV0923'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0923'BRUNEAU, IN TOP OF A 2- BY 3-FOOT PORTION OF OUTCROP PROJECTING 6
 NV0923'INCHES ABOVE THE SURFACE OF THE GROUND, AT THE NORTH END OF A FILL,
 NV0923'0.5 KM (0.3 MI) SOUTH OF MILEPOST 51, 0.6 KM (0.4 MI) NORTH OF THE T
 NV0923'JUNCTION OF A ROAD LEADING EAST, 24.1 M (79 FT) WEST OF THE HIGHWAY
 NV0923'CENTERLINE, 9.1 M (30 FT) WEST OF THE CENTER OF THE OLD ROAD BED AND
 NV0923'36.7 M (117 FT) NORTHWEST OF THE NORTH END OF A GUARDRAIL.  ABOUT
 NV0923'LEVEL WITH THE HIGHWAY.  0.4 M NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0507 ***********************************************************************
 PY0507  DESIGNATION -  K 42
 PY0507  PID         -  PY0507
 PY0507  STATE/COUNTY-  ID/FREMONT
 PY0507  USGS QUAD   -  WARM RIVER (1965)
 PY0507
 PY0507                         *CURRENT SURVEY CONTROL
 PY0507  ___________________________________________________________________
 PY0507* NAD 83(1986)-  44 02 11.     (N)    111 22 21.     (W)     SCALED    
 PY0507* NAVD 88     -      1653.951  (meters)    5426.34   (feet)  POSTED    
 PY0507  ___________________________________________________________________
 PY0507  GEOID HEIGHT-         -10.33  (meters)                     GEOID03
 PY0507  DYNAMIC HT  -        1653.060 (meters)    5423.41  (feet)  COMP
 PY0507  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 PY0507
 PY0507  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0507
 PY0507.The horizontal coordinates were scaled from a topographic map and have
 PY0507.an estimated accuracy of +/- 6 seconds.
 PY0507
 PY0507.The orthometric height was determined by differential leveling
 PY0507.and adjusted by the National Geodetic Survey in 1992..
 PY0507.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0507.rate of 1.1 thru 2.0 mm/km.
 PY0507
 PY0507.The geoid height was determined by GEOID03.
 PY0507
 PY0507.The dynamic height is computed by dividing the NAVD 88
 PY0507.geopotential number by the normal gravity value computed on the
 PY0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0507.degrees latitude (g = 980.6199 gals.).
 PY0507
 PY0507.The modeled gravity was interpolated from observed gravity values.
 PY0507
 PY0507;                    North         East    Units  Estimated Accuracy
 PY0507;SPC ID E     -   263,550.      263,660.      MT  (+/- 180 meters Scaled)
 PY0507
 PY0507                          SUPERSEDED SURVEY CONTROL
 PY0507
 PY0507  NGVD 29 (??/??/92) 1652.845  (m)         5422.71   (f) ADJ UNCH    2 0
 PY0507
 PY0507.Superseded values are not recommended for survey control.
 PY0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0507.See file dsdata.txt to determine how the superseded data were derived.
 PY0507
 PY0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP701759(NAD 83)
 PY0507_MARKER: DB = BENCH MARK DISK
 PY0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0507_STAMPING: K 42 1934
 PY0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0507+STABILITY: SURFACE MOTION
 PY0507
 PY0507  HISTORY     - Date     Condition        Report By
 PY0507  HISTORY     - 1934     MONUMENTED       CGS
 PY0507
 PY0507                          STATION DESCRIPTION
 PY0507
 PY0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PY0507'3.1 MI NW FROM DRUMMOND.
 PY0507'ABOUT 3.1 MILES NORTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM
 PY0507'THE STATION AT DRUMMOND, FREMONT COUNTY, ABOUT 0.5 MILE NORTHWEST OF
 PY0507'THE GRAINVILLE SPUR, ABOUT 0.45 MILE SOUTHEAST OF MILEPOST 5, ABOUT
 PY0507'500 FEET NORTHWEST OF CULVERT 5.53 UNDER THE TRACK, 42 FEET WEST OF
 PY0507'THE CENTER LINE OF A WAGON GATE, 42 FEET WEST OF THE CENTER LINE OF
 PY0507'THE TRACK, 33 FEET WEST OF THE WEST END OF CULVERT 5.45 UNDER THE
 PY0507'TRACK, AND 3 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED K 42
 PY0507'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0277 ***********************************************************************
 NW0277  DESIGNATION -  K 420
 NW0277  PID         -  NW0277
 NW0277  STATE/COUNTY-  ID/OWYHEE
 NW0277  USGS QUAD   -  LITTLE BLUE TABLE (1972)
 NW0277
 NW0277                         *CURRENT SURVEY CONTROL
 NW0277  ___________________________________________________________________
 NW0277* NAD 83(1986)-  42 15 16.     (N)    116 00 57.     (W)     SCALED    
 NW0277* NAVD 88     -      1746.159  (meters)    5728.86   (feet)  ADJUSTED  
 NW0277  ___________________________________________________________________
 NW0277  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 NW0277  DYNAMIC HT  -        1744.934 (meters)    5724.84  (feet)  COMP
 NW0277  MODELED GRAV-     979,857.8   (mgal)                       NAVD 88
 NW0277
 NW0277  VERT ORDER  -  FIRST     CLASS II
 NW0277
 NW0277.The horizontal coordinates were scaled from a topographic map and have
 NW0277.an estimated accuracy of +/- 6 seconds.
 NW0277
 NW0277.The orthometric height was determined by differential leveling
 NW0277.and adjusted by the National Geodetic Survey in June 1991..
 NW0277
 NW0277.The geoid height was determined by GEOID03.
 NW0277
 NW0277.The dynamic height is computed by dividing the NAVD 88
 NW0277.geopotential number by the normal gravity value computed on the
 NW0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0277.degrees latitude (g = 980.6199 gals.).
 NW0277
 NW0277.The modeled gravity was interpolated from observed gravity values.
 NW0277
 NW0277;                    North         East    Units  Estimated Accuracy
 NW0277;SPC ID W     -    65,320.      778,070.      MT  (+/- 180 meters Scaled)
 NW0277
 NW0277                          SUPERSEDED SURVEY CONTROL
 NW0277
 NW0277.No superseded survey control is available for this station.
 NW0277
 NW0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG811784(NAD 83)
 NW0277_MARKER: DV = VERTICAL CONTROL DISK
 NW0277_SETTING: 66 = SET IN ROCK OUTCROP
 NW0277_SP_SET: ROCK OUTCROP
 NW0277_STAMPING: K 420 1983
 NW0277_MARK LOGO: NGS   
 NW0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0277+STABILITY: POSITION/ELEVATION WELL
 NW0277
 NW0277  HISTORY     - Date     Condition        Report By
 NW0277  HISTORY     - 1983     MONUMENTED       NGS
 NW0277  HISTORY     - 19840601 GOOD             NGS
 NW0277
 NW0277                          STATION DESCRIPTION
 NW0277
 NW0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NW0277'LOCATION--11.1 KM (6.9 MI) NORTH OF RIDDLE. 11.1 KM (6.9 FT) NORTH
 NW0277'ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE, IN TOP OF A 3- BY
 NW0277'4-FOOT PORTION OF OUTCROP IN A LOW CUT FLUSH WITH THE SURFACE OF THE
 NW0277'GROUND, 0.8 KM (0.5 MI) SOUTH OF MILEPOST 21, 10.7 M (35.5 FT) WEST OF
 NW0277'THE HIGHWAY CENTERLINE AND 4.2 M (14 FT) EAST OF THE RIGHT OF WAY
 NW0277'FENCE.  0.3 M ABOVE THE HIGHWAY. 0.6 M EAST-SOUTHEAST FROM A WITNESS
 NW0277'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0828 ***********************************************************************
 NV0828  DESIGNATION -  K 422
 NV0828  PID         -  NV0828
 NV0828  STATE/COUNTY-  ID/LINCOLN
 NV0828  USGS QUAD   -  SHOSHONE (1992)
 NV0828
 NV0828                         *CURRENT SURVEY CONTROL
 NV0828  ___________________________________________________________________
 NV0828* NAD 83(1986)-  42 56 17.     (N)    114 23 19.     (W)     SCALED    
 NV0828* NAVD 88     -      1210.176  (meters)    3970.39   (feet)  ADJUSTED  
 NV0828  ___________________________________________________________________
 NV0828  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NV0828  DYNAMIC HT  -        1209.574 (meters)    3968.41  (feet)  COMP
 NV0828  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 NV0828
 NV0828  VERT ORDER  -  FIRST     CLASS II
 NV0828
 NV0828.The horizontal coordinates were scaled from a topographic map and have
 NV0828.an estimated accuracy of +/- 6 seconds.
 NV0828
 NV0828.The orthometric height was determined by differential leveling
 NV0828.and adjusted by the National Geodetic Survey in June 1991..
 NV0828
 NV0828.The geoid height was determined by GEOID03.
 NV0828
 NV0828.The dynamic height is computed by dividing the NAVD 88
 NV0828.geopotential number by the normal gravity value computed on the
 NV0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0828.degrees latitude (g = 980.6199 gals.).
 NV0828
 NV0828.The modeled gravity was interpolated from observed gravity values.
 NV0828
 NV0828;                    North         East    Units  Estimated Accuracy
 NV0828;SPC ID C     -   141,290.      468,280.      MT  (+/- 180 meters Scaled)
 NV0828
 NV0828                          SUPERSEDED SURVEY CONTROL
 NV0828
 NV0828.No superseded survey control is available for this station.
 NV0828
 NV0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH130572(NAD 83)
 NV0828_MARKER: I = METAL ROD
 NV0828_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0828_SP_SET: STAINLESS STEEL ROD
 NV0828_STAMPING: K 422 1983
 NV0828_MARK LOGO: NGS   
 NV0828_PROJECTION: FLUSH
 NV0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0828_ROD/PIPE-DEPTH: 8.8  meters
 NV0828
 NV0828  HISTORY     - Date     Condition        Report By
 NV0828  HISTORY     - 1983     MONUMENTED       NGS
 NV0828
 NV0828                          STATION DESCRIPTION
 NV0828
 NV0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0828'1.5 KM (0.9 MI) EAST FROM SHOSHONE.
 NV0828'1.5 KM (0.95 MI) EAST ALONG U.S. HIGHWAYS 26 AND 93 FROM THERE
 NV0828'JUNCTION AT SHOSHONE, 0.35 KM (0.2 MI) EAST OF THE INTERSECTION OF THE
 NV0828'UNION PACIFIC RAILROAD, 0.19 KM (0.1 MI) WEST OF MILEPOST 167 AND ON
 NV0828'THE EXTENDED CENTERLINE OF THE SECOND ROAD EAST OF THE WEST END OF A
 NV0828'ROAD LEADING NORTH INTO THE CEMETERY, 11.6 METERS (38 FT) SOUTH OF THE
 NV0828'HIGHWAY CENTERLINE, 25.0 METERS (82 FT) EAST OF THE EAST GATE POST FOR
 NV0828'A WIRE GATE, 11.0 METERS (36 FT) EAST OF A POWER POLE BEARING SEVEN
 NV0828'TRANSISTERS AND 0.6 METER (2 FT) NORTH OF THE RIGHT OF WAY FENCE.
 NV0828'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NV0828'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0886 ***********************************************************************
 NV0886  DESIGNATION -  K 423
 NV0886  PID         -  NV0886
 NV0886  STATE/COUNTY-  ID/TWIN FALLS
 NV0886  USGS QUAD   -  MURTAUGH (1992)
 NV0886
 NV0886                         *CURRENT SURVEY CONTROL
 NV0886  ___________________________________________________________________
 NV0886* NAD 83(1986)-  42 29 35.     (N)    114 08 17.     (W)     SCALED    
 NV0886* NAVD 88     -      1241.581  (meters)    4073.42   (feet)  ADJUSTED  
 NV0886  ___________________________________________________________________
 NV0886  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 NV0886  DYNAMIC HT  -        1240.875 (meters)    4071.10  (feet)  COMP
 NV0886  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 NV0886
 NV0886  VERT ORDER  -  FIRST     CLASS II
 NV0886
 NV0886.The horizontal coordinates were scaled from a topographic map and have
 NV0886.an estimated accuracy of +/- 6 seconds.
 NV0886
 NV0886.The orthometric height was determined by differential leveling
 NV0886.and adjusted by the National Geodetic Survey in June 1991..
 NV0886
 NV0886.The geoid height was determined by GEOID03.
 NV0886
 NV0886.The dynamic height is computed by dividing the NAVD 88
 NV0886.geopotential number by the normal gravity value computed on the
 NV0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0886.degrees latitude (g = 980.6199 gals.).
 NV0886
 NV0886.The modeled gravity was interpolated from observed gravity values.
 NV0886
 NV0886;                    North         East    Units  Estimated Accuracy
 NV0886;SPC ID C     -    91,800.      488,650.      MT  (+/- 180 meters Scaled)
 NV0886
 NV0886                          SUPERSEDED SURVEY CONTROL
 NV0886
 NV0886.No superseded survey control is available for this station.
 NV0886
 NV0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH351084(NAD 83)
 NV0886_MARKER: DB = BENCH MARK DISK
 NV0886_SETTING: 66 = SET IN ROCK OUTCROP
 NV0886_SP_SET: ROCK OUTCROP
 NV0886_STAMPING: K 423 1983
 NV0886_MARK LOGO: NGS   
 NV0886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0886+STABILITY: POSITION/ELEVATION WELL
 NV0886
 NV0886  HISTORY     - Date     Condition        Report By
 NV0886  HISTORY     - 1983     MONUMENTED       NGS
 NV0886
 NV0886                          STATION DESCRIPTION
 NV0886
 NV0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0886'3.0 KM (1.9 MI) EAST FROM MURTAUGH.
 NV0886'3.0 KM (1.9 MI) EAST ALONG 3425 NORTH ROAD FROM THE ELEMENTARY SCHOOL
 NV0886'IN MURTAUGH, IN TOP OF THE WEST EDGE OF A 6 BY 13 FOOT VOLCANIC ROCK
 NV0886'OUTCROP PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND, 0.35 KM
 NV0886'(0.2 MI) EAST OF THE T JUNCTION OF 4625 EAST ROAD, 7.4 METERS (24.5
 NV0886'FT) NORTH OF THE CENTER OF THE ROAD, 46.4 METERS (152.5 FT) WEST OF
 NV0886'THE WEST END OF A WOODEN BRACE IN THE RIGHT OF WAY FENCE, 42.3 METERS
 NV0886'(139 FT) EAST OF THE EAST GATE POST FOR A FIELD ENTRANCE ROAD AND 0.6
 NV0886'METER (2 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 NV0886'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NV0886'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1476 ***********************************************************************
 NU1476  DESIGNATION -  K 424
 NU1476  PID         -  NU1476
 NU1476  STATE/COUNTY-  ID/CASSIA
 NU1476  USGS QUAD   -  LAKE WALCOTT SE (1984)
 NU1476
 NU1476                         *CURRENT SURVEY CONTROL
 NU1476  ___________________________________________________________________
 NU1476* NAD 83(1986)-  42 35 46.     (N)    113 15 04.     (W)     SCALED    
 NU1476* NAVD 88     -      1297.187  (meters)    4255.85   (feet)  ADJUSTED  
 NU1476  ___________________________________________________________________
 NU1476  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NU1476  DYNAMIC HT  -        1296.438 (meters)    4253.40  (feet)  COMP
 NU1476  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 NU1476
 NU1476  VERT ORDER  -  FIRST     CLASS II
 NU1476
 NU1476.The horizontal coordinates were scaled from a topographic map and have
 NU1476.an estimated accuracy of +/- 6 seconds.
 NU1476
 NU1476.The orthometric height was determined by differential leveling
 NU1476.and adjusted by the National Geodetic Survey in June 1991..
 NU1476
 NU1476.The geoid height was determined by GEOID03.
 NU1476
 NU1476.The dynamic height is computed by dividing the NAVD 88
 NU1476.geopotential number by the normal gravity value computed on the
 NU1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1476.degrees latitude (g = 980.6199 gals.).
 NU1476
 NU1476.The modeled gravity was interpolated from observed gravity values.
 NU1476
 NU1476;                    North         East    Units  Estimated Accuracy
 NU1476;SPC ID C     -   103,510.      561,460.      MT  (+/- 180 meters Scaled)
 NU1476
 NU1476                          SUPERSEDED SURVEY CONTROL
 NU1476
 NU1476.No superseded survey control is available for this station.
 NU1476
 NU1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN153184(NAD 83)
 NU1476_MARKER: DB = BENCH MARK DISK
 NU1476_SETTING: 66 = SET IN ROCK OUTCROP
 NU1476_SP_SET: ROCK OUTCROP
 NU1476_STAMPING: K 424 1983
 NU1476_MARK LOGO: NGS   
 NU1476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1476+STABILITY: POSITION/ELEVATION WELL
 NU1476
 NU1476  HISTORY     - Date     Condition        Report By
 NU1476  HISTORY     - 1983     MONUMENTED       NGS
 NU1476
 NU1476                          STATION DESCRIPTION
 NU1476
 NU1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1476'40.2 KM (25.1 MI) EAST FROM HEYBURN.
 NU1476'17.7 KM (11.05 MI) EAST ALONG INTERSTATE 84 FROM THE EAST END OF THE
 NU1476'OVERPASS BRIDGE OVER U.S. HIGHWAY 30 AND STATE HIGHWAY 24 AT HEYBURN,
 NU1476'THENCE 22.5 KM (14.05 MI) EAST ALONG INTERSTATE 86, IN TOP OF THE EAST
 NU1476'END OF A 3 BY 4 FOOT PORTION OF OUTCROP, IN A MASSIVE BEDROCK CUT,
 NU1476'1.05 KM (0.65 MI) WEST OF THE CROSSING OF THE RAFT RIVER, 0.54 KM
 NU1476'(0.35 MI) WEST OF MILEPOST 14, 14.0 METERS (46 FT) SOUTH OF THE EAST
 NU1476'BOUND HIGHWAY CENTERLINE, 100.6 METERS (330 FT) WEST OF THE EAST END
 NU1476'OF THE CUT, 1.0 METER (3.5 FT) ABOVE THE BASE OF THE CUT AND 0.3 METER
 NU1476'(1 FT) SOUTH OF THE NORTH EDGE OF THE OUTCROP.
 NU1476'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 NU1476'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0605 ***********************************************************************
 PZ0605  DESIGNATION -  K 425
 PZ0605  PID         -  PZ0605
 PZ0605  STATE/COUNTY-  ID/CUSTER
 PZ0605  USGS QUAD   -  CHILLY BUTTES (1967)
 PZ0605
 PZ0605                         *CURRENT SURVEY CONTROL
 PZ0605  ___________________________________________________________________
 PZ0605* NAD 83(1986)-  44 02 22.     (N)    113 55 26.     (W)     SCALED    
 PZ0605* NAVD 88     -      1960.658  (meters)    6432.59   (feet)  ADJUSTED  
 PZ0605  ___________________________________________________________________
 PZ0605  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 PZ0605  DYNAMIC HT  -        1959.410 (meters)    6428.50  (feet)  COMP
 PZ0605  MODELED GRAV-     979,912.7   (mgal)                       NAVD 88
 PZ0605
 PZ0605  VERT ORDER  -  FIRST     CLASS II
 PZ0605
 PZ0605.The horizontal coordinates were scaled from a topographic map and have
 PZ0605.an estimated accuracy of +/- 6 seconds.
 PZ0605
 PZ0605.The orthometric height was determined by differential leveling
 PZ0605.and adjusted by the National Geodetic Survey in June 1991..
 PZ0605
 PZ0605.The geoid height was determined by GEOID03.
 PZ0605
 PZ0605.The dynamic height is computed by dividing the NAVD 88
 PZ0605.geopotential number by the normal gravity value computed on the
 PZ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0605.degrees latitude (g = 980.6199 gals.).
 PZ0605
 PZ0605.The modeled gravity was interpolated from observed gravity values.
 PZ0605
 PZ0605;                    North         East    Units  Estimated Accuracy
 PZ0605;SPC ID C     -   263,580.      506,100.      MT  (+/- 180 meters Scaled)
 PZ0605
 PZ0605                          SUPERSEDED SURVEY CONTROL
 PZ0605
 PZ0605.No superseded survey control is available for this station.
 PZ0605
 PZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP657804(NAD 83)
 PZ0605_MARKER: I = METAL ROD
 PZ0605_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0605_SP_SET: STAINLESS STEEL ROD
 PZ0605_STAMPING: K 425 1983
 PZ0605_MARK LOGO: NGS   
 PZ0605_PROJECTION: FLUSH
 PZ0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0605_ROD/PIPE-DEPTH: 3.6  meters
 PZ0605
 PZ0605  HISTORY     - Date     Condition        Report By
 PZ0605  HISTORY     - 1983     MONUMENTED       NGS
 PZ0605  HISTORY     - 1984     GOOD             NGS
 PZ0605  HISTORY     - 1985     GOOD             NGS
 PZ0605
 PZ0605                          STATION DESCRIPTION
 PZ0605
 PZ0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PZ0605'31.5 KM (19.7 MI) NW FROM MACKAY.
 PZ0605'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0605'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST
 PZ0605'ALONG OLD STATE HIGHWAY 27, THENCE 4.8 KM (3.0 MI) SOUTHWEST
 PZ0605'ALONG BARTLETT POINT ROAD, 0.44 KM (0.27 MI) NORTHEAST OF A
 PZ0605'PRIVATE RANCH ROAD LEADING SOUTH, 9.1 METERS (30 FT) NORTHWEST
 PZ0605'OF THE CENTER OF THE ROAD, 4.4 METERS (14.5 FT) NORTHEAST OF
 PZ0605'THE SOUTHWEST END OF A FOUR POLE WOODEN BRACE IN THE RIGHT OF
 PZ0605'WAY FENCE AND 0.5 METER (1.5 FT) SOUTHEAST OF THE RIGHT OF WAY
 PZ0605'FENCE.
 PZ0605'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 PZ0605'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PZ0605
 PZ0605                          STATION RECOVERY (1984)
 PZ0605
 PZ0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0605'RECOVERED IN GOOD CONDITION.
 PZ0605
 PZ0605                          STATION RECOVERY (1985)
 PZ0605
 PZ0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0612 ***********************************************************************
 PZ0612  DESIGNATION -  K 426
 PZ0612  PID         -  PZ0612
 PZ0612  STATE/COUNTY-  ID/CUSTER
 PZ0612  USGS QUAD   -  BORAH PEAK (1967)
 PZ0612
 PZ0612                         *CURRENT SURVEY CONTROL
 PZ0612  ___________________________________________________________________
 PZ0612* NAD 83(1986)-  44 13 36.     (N)    113 50 07.     (W)     SCALED    
 PZ0612* NAVD 88     -      2523.887  (meters)    8280.45   (feet)  ADJUSTED  
 PZ0612  ___________________________________________________________________
 PZ0612  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 PZ0612  DYNAMIC HT  -        2522.149 (meters)    8274.75  (feet)  COMP
 PZ0612  MODELED GRAV-     979,837.6   (mgal)                       NAVD 88
 PZ0612
 PZ0612  VERT ORDER  -  FIRST     CLASS II
 PZ0612
 PZ0612.The horizontal coordinates were scaled from a topographic map and have
 PZ0612.an estimated accuracy of +/- 6 seconds.
 PZ0612
 PZ0612.The orthometric height was determined by differential leveling
 PZ0612.and adjusted by the National Geodetic Survey in June 1991..
 PZ0612
 PZ0612.The geoid height was determined by GEOID03.
 PZ0612
 PZ0612.The dynamic height is computed by dividing the NAVD 88
 PZ0612.geopotential number by the normal gravity value computed on the
 PZ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0612.degrees latitude (g = 980.6199 gals.).
 PZ0612
 PZ0612.The modeled gravity was interpolated from observed gravity values.
 PZ0612
 PZ0612;                    North         East    Units  Estimated Accuracy
 PZ0612;SPC ID C     -   284,390.      513,160.      MT  (+/- 180 meters Scaled)
 PZ0612
 PZ0612                          SUPERSEDED SURVEY CONTROL
 PZ0612
 PZ0612.No superseded survey control is available for this station.
 PZ0612
 PZ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ735009(NAD 83)
 PZ0612_MARKER: I = METAL ROD
 PZ0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0612_SP_SET: STAINLESS STEEL ROD
 PZ0612_STAMPING: K 426 1984
 PZ0612_MARK LOGO: NGS   
 PZ0612_PROJECTION: FLUSH
 PZ0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0612_ROD/PIPE-DEPTH: 7.3  meters
 PZ0612
 PZ0612  HISTORY     - Date     Condition        Report By
 PZ0612  HISTORY     - 1984     MONUMENTED       NGS
 PZ0612  HISTORY     - 1985     GOOD             NGS
 PZ0612
 PZ0612                          STATION DESCRIPTION
 PZ0612
 PZ0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PZ0612'48.3 KM (30.1 MI) NORTH FROM MACKAY.
 PZ0612'35.65 KM (22.2 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF
 PZ0612'MAIN STREET AT MACKAY, THENCE 12.7 KM (7.9 MI) NORTHEAST ALONG
 PZ0612'DOUBLESPRING ROAD, 0.65 KM (0.4 MI) NORTHEAST OF THE DOUBLESPRING PASS
 PZ0612'SUMMIT, ON THE OUTSIDE OF THE SOUTHWEST END OF A CURVE, 11.9 METERS
 PZ0612'(39 FT) NORTHWEST OF THE CENTER OF THE ROAD, 19.3 METERS (63.5 FT)
 PZ0612'NORTHEAST OF THE CENTER OF A DIM TRACK ROAD AND 7.1 METERS (23.5 FT)
 PZ0612'NORTH OF THE NORTHWEST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT.
 PZ0612'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 PZ0612'THE MARK IS 0.9 M ABOVE THE ROAD.
 PZ0612
 PZ0612                          STATION RECOVERY (1985)
 PZ0612
 PZ0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1641 ***********************************************************************
 SV1641  DESIGNATION -  K 428
 SV1641  PID         -  SV1641
 SV1641  STATE/COUNTY-  ID/BENEWAH
 SV1641  USGS QUAD   -  PLUMMER (1981)
 SV1641
 SV1641                         *CURRENT SURVEY CONTROL
 SV1641  ___________________________________________________________________
 SV1641* NAD 83(1986)-  47 16 18.     (N)    116 55 30.     (W)     SCALED    
 SV1641* NAVD 88     -       854.547  (meters)    2803.63   (feet)  ADJUSTED  
 SV1641  ___________________________________________________________________
 SV1641  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 SV1641  DYNAMIC HT  -         854.527 (meters)    2803.56  (feet)  COMP
 SV1641  MODELED GRAV-     980,560.4   (mgal)                       NAVD 88
 SV1641
 SV1641  VERT ORDER  -  FIRST     CLASS II
 SV1641
 SV1641.The horizontal coordinates were scaled from a topographic map and have
 SV1641.an estimated accuracy of +/- 6 seconds.
 SV1641
 SV1641.The orthometric height was determined by differential leveling
 SV1641.and adjusted by the National Geodetic Survey in June 1991..
 SV1641
 SV1641.The geoid height was determined by GEOID03.
 SV1641
 SV1641.The dynamic height is computed by dividing the NAVD 88
 SV1641.geopotential number by the normal gravity value computed on the
 SV1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1641.degrees latitude (g = 980.6199 gals.).
 SV1641
 SV1641.The modeled gravity was interpolated from observed gravity values.
 SV1641
 SV1641;                    North         East    Units  Estimated Accuracy
 SV1641;SPC ID W     -   623,460.      711,100.      MT  (+/- 180 meters Scaled)
 SV1641
 SV1641                          SUPERSEDED SURVEY CONTROL
 SV1641
 SV1641.No superseded survey control is available for this station.
 SV1641
 SV1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN056353(NAD 83)
 SV1641_MARKER: I = METAL ROD
 SV1641_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SV1641+WITH SETTING: INFORMATION.
 SV1641_SP_SET: METAL ROD DRIVEN INTO GROUND
 SV1641_STAMPING: K 428 1989
 SV1641_MARK LOGO: NGS   
 SV1641_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1641+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1641
 SV1641  HISTORY     - Date     Condition        Report By
 SV1641  HISTORY     - 1989     MONUMENTED       NGS
 SV1641
 SV1641                          STATION DESCRIPTION
 SV1641
 SV1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1641'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG
 SV1641'U.S.HIGHWAY 95 AT THE BASE OF A HIGHWAY CUT AND 0.64 KM (0.40 MI)
 SV1641'SOUTH OF MILEPOST 391.  REACHED FROM THE JUNCTION OF STATE HIGHWAY 5
 SV1641'AND U.S. HIGHWAY 95 IN PLUMMER , GO SOUTH ON U.S. HIGHWAY 95 FOR
 SV1641'8.03 KM (5.00 MI) TO THE MARK ON THE LEFT.  IT IS 18.3 M (60.0 FT)
 SV1641'SOUTHEAST FROM THE NORTH BOUND CENTERLINE OF THE HIGHWAY AND 0.6 M
 SV1641'(2.0 FT) SOUTHEAST FROM A WITNESS POST.  MARK IS 0.5 M (1.6 FT) BELOW
 SV1641'THE HIGHWAY.  MARK WAS SET TO ANCHORED REFUSAL AT 1.2 M (3.9 FT) AND
 SV1641'IS FLUSH WITH THE GROUND.  MARK IS A STAINLESS STEEL ROD WITH A
 SV1641'CENTER PUNCH HOLE IN THE T0P.  NOTE--ACCESS TO DATUM POINT IS HAD
 SV1641'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1671 ***********************************************************************
 SV1671  DESIGNATION -  K 429
 SV1671  PID         -  SV1671
 SV1671  STATE/COUNTY-  ID/KOOTENAI
 SV1671  USGS QUAD   -  SETTERS (1980)
 SV1671
 SV1671                         *CURRENT SURVEY CONTROL
 SV1671  ___________________________________________________________________
 SV1671* NAD 83(1986)-  47 25 32.     (N)    117 00 34.     (W)     SCALED    
 SV1671* NAVD 88     -       774.251  (meters)    2540.19   (feet)  ADJUSTED  
 SV1671  ___________________________________________________________________
 SV1671  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 SV1671  DYNAMIC HT  -         774.255 (meters)    2540.20  (feet)  COMP
 SV1671  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 SV1671
 SV1671  VERT ORDER  -  FIRST     CLASS II
 SV1671
 SV1671.The horizontal coordinates were scaled from a topographic map and have
 SV1671.an estimated accuracy of +/- 6 seconds.
 SV1671
 SV1671.The orthometric height was determined by differential leveling
 SV1671.and adjusted by the National Geodetic Survey in June 1991..
 SV1671
 SV1671.The geoid height was determined by GEOID03.
 SV1671
 SV1671.The dynamic height is computed by dividing the NAVD 88
 SV1671.geopotential number by the normal gravity value computed on the
 SV1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1671.degrees latitude (g = 980.6199 gals.).
 SV1671
 SV1671.The modeled gravity was interpolated from observed gravity values.
 SV1671
 SV1671;                    North         East    Units  Estimated Accuracy
 SV1671;SPC ID W     -   640,670.      704,980.      MT  (+/- 180 meters Scaled)
 SV1671
 SV1671                          SUPERSEDED SURVEY CONTROL
 SV1671
 SV1671.No superseded survey control is available for this station.
 SV1671
 SV1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN992524(NAD 83)
 SV1671_MARKER: I = METAL ROD
 SV1671_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SV1671+WITH SETTING: INFORMATION.
 SV1671_SP_SET: METAL ROD DRIVEN INTO GROUND
 SV1671_STAMPING: K 429 1989
 SV1671_MARK LOGO: NGS   
 SV1671_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1671+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1671
 SV1671  HISTORY     - Date     Condition        Report By
 SV1671  HISTORY     - 1989     MONUMENTED       NGS
 SV1671
 SV1671                          STATION DESCRIPTION
 SV1671
 SV1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1671'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG STATE
 SV1671'HIGHWAY 58 AT THE WEST END OF A TREE COVERED TURN-OUT AND 1.8 KM
 SV1671'(1.10 MI) WEST FROM THE JUNCTION OF U.S. HIGHWAY 95.  REACHED FROM
 SV1671'THE JUNCTION OF HOXIE ROAD, EMMA STREET AND TOLL ROAD IN THE TOWN OF
 SV1671'ROCKFORD, WASHINGTON, GO SOUTHEAST ON HOXIE ROAD WHICH TURNS INTO
 SV1671'IDAHO STATE HIGHWAY 58 AT THE WASHINGTON-IDAHO STATE LINE FOR 10.79
 SV1671'KM (6.70 MI) TO THE MARK ON THE RIGHT.  IT IS 7.7 M (25.3 FT) SOUTH
 SV1671'FROM THE CENTERLINE OF THE HIGHWAY, 16.0 M (52.5 FT) NORTHWEST FROM A
 SV1671'40-INCH DIAMETER PINE TREE, 2.8 M (9.2 FT) SOUTHWEST FROM A HIGHWAY
 SV1671'POST WITH A REFLECTOR ATTACHED AND 0.7 M (2.3 FT) EAST FROM A WITNESS
 SV1671'POST.  MARK WAS SET TO ANCHORED REFUSAL AT 1.4 M (4.6 FT) AND IS
 SV1671'FLUSH WITH THE GROUND, AND ABOUT LEVEL WITH THE HIGHWAY.  MARK IS A
 SV1671'STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE IN THE TOP.
 SV1671'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0318 ***********************************************************************
 OX0318  DESIGNATION -  K 43
 OX0318  PID         -  OX0318
 OX0318  STATE/COUNTY-  ID/BONNEVILLE
 OX0318  USGS QUAD   -  SWAN VALLEY (1966)
 OX0318
 OX0318                         *CURRENT SURVEY CONTROL
 OX0318  ___________________________________________________________________
 OX0318* NAD 83(1986)-  43 23 35.     (N)    111 16 27.     (W)     SCALED    
 OX0318* NAVD 88     -      1630.811  (meters)    5350.42   (feet)  ADJUSTED  
 OX0318  ___________________________________________________________________
 OX0318  GEOID HEIGHT-         -10.32  (meters)                     GEOID03
 OX0318  DYNAMIC HT  -        1629.821 (meters)    5347.17  (feet)  COMP
 OX0318  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 OX0318
 OX0318  VERT ORDER  -  SECOND    CLASS 0
 OX0318
 OX0318.The horizontal coordinates were scaled from a topographic map and have
 OX0318.an estimated accuracy of +/- 6 seconds.
 OX0318
 OX0318.The orthometric height was determined by differential leveling
 OX0318.and adjusted by the National Geodetic Survey in June 1991..
 OX0318
 OX0318.The geoid height was determined by GEOID03.
 OX0318
 OX0318.The dynamic height is computed by dividing the NAVD 88
 OX0318.geopotential number by the normal gravity value computed on the
 OX0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0318.degrees latitude (g = 980.6199 gals.).
 OX0318
 OX0318.The modeled gravity was interpolated from observed gravity values.
 OX0318
 OX0318;                    North         East    Units  Estimated Accuracy
 OX0318;SPC ID E     -   192,150.      272,310.      MT  (+/- 180 meters Scaled)
 OX0318
 OX0318                          SUPERSEDED SURVEY CONTROL
 OX0318
 OX0318  NGVD 29 (??/??/92) 1629.630  (m)         5346.54   (f) ADJ UNCH    2 0
 OX0318
 OX0318.Superseded values are not recommended for survey control.
 OX0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0318.See file dsdata.txt to determine how the superseded data were derived.
 OX0318
 OX0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP777045(NAD 83)
 OX0318_MARKER: DB = BENCH MARK DISK
 OX0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0318_SP_SET: CULVERT
 OX0318_STAMPING: K 43 1934
 OX0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0318
 OX0318  HISTORY     - Date     Condition        Report By
 OX0318  HISTORY     - 1934     MONUMENTED       CGS
 OX0318  HISTORY     - 20010801 MARK NOT FOUND   IDTD
 OX0318
 OX0318                          STATION DESCRIPTION
 OX0318
 OX0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0318'1.4 MI E FROM IRWIN.
 OX0318'1.4 MILES EAST ALONG U.S. HIGHWAY 26 FROM THE PUBLIC SCHOOL AT IRWIN,
 OX0318'BONNEVILLE COUNTY, 375 FEET EAST OF A SMALL CONCRETE IRRIGATION
 OX0318'CULVERT UNDER THE HIGHWAY, 300 FEET EAST OF THE INTERSECTION OF A SIDE
 OX0318'FENCE AND THE RIGHT-OF-WAY FENCE ON THE SOUTH SIDE OF THE HIGHWAY, AT
 OX0318'A LARGE CONCRETE IRRIGATION CULVERT, IN THE TOP OF THE SOUTH HEADWALL,
 OX0318'AND 14 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A STANDARD DISK,
 OX0318'STAMPED K 43 1934.
 OX0318
 OX0318                          STATION RECOVERY (2001)
 OX0318
 OX0318'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (RLR)
 OX0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1315 ***********************************************************************
 OY1315  DESIGNATION -  K 430
 OY1315  PID         -  OY1315
 OY1315  STATE/COUNTY-  ID/BUTTE
 OY1315  USGS QUAD   -  RICHARD BUTTE (1969)
 OY1315
 OY1315                         *CURRENT SURVEY CONTROL
 OY1315  ___________________________________________________________________
 OY1315* NAD 83(1986)-  43 56 53.     (N)    112 45 38.     (W)     SCALED    
 OY1315* NAVD 88     -      1542.633  (meters)    5061.12   (feet)  ADJUSTED  
 OY1315  ___________________________________________________________________
 OY1315  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 OY1315  DYNAMIC HT  -        1541.868 (meters)    5058.61  (feet)  COMP
 OY1315  MODELED GRAV-     980,068.3   (mgal)                       NAVD 88
 OY1315
 OY1315  VERT ORDER  -  FIRST     CLASS II
 OY1315
 OY1315.The horizontal coordinates were scaled from a topographic map and have
 OY1315.an estimated accuracy of +/- 6 seconds.
 OY1315
 OY1315.The orthometric height was determined by differential leveling
 OY1315.and adjusted by the National Geodetic Survey in December 1992..
 OY1315
 OY1315.The geoid height was determined by GEOID03.
 OY1315
 OY1315.The dynamic height is computed by dividing the NAVD 88
 OY1315.geopotential number by the normal gravity value computed on the
 OY1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1315.degrees latitude (g = 980.6199 gals.).
 OY1315
 OY1315.The modeled gravity was interpolated from observed gravity values.
 OY1315
 OY1315;                    North         East    Units  Estimated Accuracy
 OY1315;SPC ID C     -   254,170.      599,490.      MT  (+/- 180 meters Scaled)
 OY1315
 OY1315                          SUPERSEDED SURVEY CONTROL
 OY1315
 OY1315  NGVD 29 (08/20/92) 1541.555  (m)         5057.59   (f) ADJUSTED    1 2
 OY1315
 OY1315.Superseded values are not recommended for survey control.
 OY1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1315.See file dsdata.txt to determine how the superseded data were derived.
 OY1315
 OY1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP587676(NAD 83)
 OY1315_MARKER: DV = VERTICAL CONTROL DISK
 OY1315_SETTING: 66 = SET IN ROCK OUTCROP
 OY1315_SP_SET: BEDROCK
 OY1315_STAMPING: K 430 1992
 OY1315_MARK LOGO: NGS   
 OY1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1315+STABILITY: POSITION/ELEVATION WELL
 OY1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1315+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 OY1315
 OY1315  HISTORY     - Date     Condition        Report By
 OY1315  HISTORY     - 1992     MONUMENTED       NGS
 OY1315  HISTORY     - 19990601 GOOD             IDTD
 OY1315
 OY1315                          STATION DESCRIPTION
 OY1315
 OY1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1315'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1315'OFFICE IN HOWE, THENCE 16.9 KM (10.50 MI) NORTHERLY ALONG STATE
 OY1315'HIGHWAY 22, NEAR THE NORTH END OF A 10 BY 10-FOOT AREA OF OUTCROPPING
 OY1315'BEDROCK ON TOP OF A HIGHWAY CUT, 34.3 M (112.5 FT) NORTHWEST OF THE
 OY1315'HIGHWAY CENTERLINE, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 OY1315'AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.
 OY1315
 OY1315                          STATION RECOVERY (1999)
 OY1315
 OY1315'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OY1315'ADD THE FOLLOWING,
 OY1315'THE MARK IS LEFT (NORTH) OF SH-22 AT MILEPOST 35.141.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1182 ***********************************************************************
 OY1182  DESIGNATION -  K 431
 OY1182  PID         -  OY1182
 OY1182  STATE/COUNTY-  ID/BUTTE
 OY1182  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1182
 OY1182                         *CURRENT SURVEY CONTROL
 OY1182  ___________________________________________________________________
 OY1182* NAD 83(1986)-  43 35 03.     (N)    112 54 06.     (W)     SCALED    
 OY1182* NAVD 88     -      1492.813  (meters)    4897.67   (feet)  ADJUSTED  
 OY1182  ___________________________________________________________________
 OY1182  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 OY1182  DYNAMIC HT  -        1492.024 (meters)    4895.08  (feet)  COMP
 OY1182  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 OY1182
 OY1182  VERT ORDER  -  FIRST     CLASS II
 OY1182
 OY1182.The horizontal coordinates were scaled from a topographic map and have
 OY1182.an estimated accuracy of +/- 6 seconds.
 OY1182
 OY1182.The orthometric height was determined by differential leveling
 OY1182.and adjusted by the National Geodetic Survey in December 1992..
 OY1182
 OY1182.The geoid height was determined by GEOID03.
 OY1182
 OY1182.The dynamic height is computed by dividing the NAVD 88
 OY1182.geopotential number by the normal gravity value computed on the
 OY1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1182.degrees latitude (g = 980.6199 gals.).
 OY1182
 OY1182.The modeled gravity was interpolated from observed gravity values.
 OY1182
 OY1182;                    North         East    Units  Estimated Accuracy
 OY1182;SPC ID C     -   213,580.      588,700.      MT  (+/- 180 meters Scaled)
 OY1182
 OY1182                          SUPERSEDED SURVEY CONTROL
 OY1182
 OY1182  NGVD 29 (08/20/92) 1491.750  (m)         4894.18   (f) ADJUSTED    1 2
 OY1182
 OY1182.Superseded values are not recommended for survey control.
 OY1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1182.See file dsdata.txt to determine how the superseded data were derived.
 OY1182
 OY1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP464274(NAD 83)
 OY1182_MARKER: I = METAL ROD
 OY1182_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1182_SP_SET: STAINLESS STEEL ROD
 OY1182_STAMPING: K 431 1992
 OY1182_MARK LOGO: NGS   
 OY1182_PROJECTION: PROJECTING 3 CENTIMETERS
 OY1182_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1182+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1182_ROD/PIPE-DEPTH: 8.5  meters
 OY1182
 OY1182  HISTORY     - Date     Condition        Report By
 OY1182  HISTORY     - 1992     MONUMENTED       NGS
 OY1182
 OY1182                          STATION DESCRIPTION
 OY1182
 OY1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1182'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1182'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1182'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY1182'EASTERLY ALONG WEST PORTLAND AVENUE, THENCE 3.9 KM (2.40 MI)
 OY1182'NORTHERLY ALONG LINCOLN BOULEVARD, THENCE 0.3 KM (0.20 MI) EASTERLY
 OY1182'ALONG A ROAD LEADING TO THE IDAHO CHEMICAL PROCESSING PLANT, THENCE
 OY1182'0.7 KM (0.45 MI) SOUTHERLY ALONG A PAVED ROAD, THENCE 0.5 KM (0.30
 OY1182'MI) EASTERLY ALONG A PAVED ROAD, THENCE 4.7 KM (2.90 MI) EASTERLY
 OY1182'ALONG A GRAVELED ROAD LEADING TO THE PROPOSED SITE FOR THE NEW
 OY1182'PRODUCTION REACTOR, 25.0 M (82.0 FT) NORTH OF AND LEVEL WITH THE ROAD
 OY1182'CENTER, 18.4 M (60.4 FT) SOUTHEAST OF THE CENTER OF A TRACK ROAD, AND
 OY1182'0.7 M (2.3 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 OY1182'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1286 ***********************************************************************
 OY1286  DESIGNATION -  K 432
 OY1286  PID         -  OY1286
 OY1286  STATE/COUNTY-  ID/BINGHAM
 OY1286  USGS QUAD   -  LITTLE BUTTE SW (1973)
 OY1286
 OY1286                         *CURRENT SURVEY CONTROL
 OY1286  ___________________________________________________________________
 OY1286* NAD 83(1986)-  43 32 56.     (N)    112 39 27.     (W)     SCALED    
 OY1286* NAVD 88     -      1595.905  (meters)    5235.90   (feet)  ADJUSTED  
 OY1286  ___________________________________________________________________
 OY1286  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 OY1286  DYNAMIC HT  -        1595.033 (meters)    5233.04  (feet)  COMP
 OY1286  MODELED GRAV-     980,016.0   (mgal)                       NAVD 88
 OY1286
 OY1286  VERT ORDER  -  FIRST     CLASS II
 OY1286
 OY1286.The horizontal coordinates were scaled from a topographic map and have
 OY1286.an estimated accuracy of +/- 6 seconds.
 OY1286
 OY1286.The orthometric height was determined by differential leveling
 OY1286.and adjusted by the National Geodetic Survey in December 1992..
 OY1286
 OY1286.The geoid height was determined by GEOID03.
 OY1286
 OY1286.The dynamic height is computed by dividing the NAVD 88
 OY1286.geopotential number by the normal gravity value computed on the
 OY1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1286.degrees latitude (g = 980.6199 gals.).
 OY1286
 OY1286.The modeled gravity was interpolated from observed gravity values.
 OY1286
 OY1286;                    North         East    Units  Estimated Accuracy
 OY1286;SPC ID E     -   209,190.      160,340.      MT  (+/- 180 meters Scaled)
 OY1286
 OY1286                          SUPERSEDED SURVEY CONTROL
 OY1286
 OY1286  NGVD 29 (08/20/92) 1594.816  (m)         5232.33   (f) ADJUSTED    1 2
 OY1286
 OY1286.Superseded values are not recommended for survey control.
 OY1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1286.See file dsdata.txt to determine how the superseded data were derived.
 OY1286
 OY1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP661231(NAD 83)
 OY1286_MARKER: DV = VERTICAL CONTROL DISK
 OY1286_SETTING: 66 = SET IN ROCK OUTCROP
 OY1286_SP_SET: BEDROCK
 OY1286_STAMPING: K 432 1992
 OY1286_MARK LOGO: NGS   
 OY1286_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1286+STABILITY: POSITION/ELEVATION WELL
 OY1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1286+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1286
 OY1286  HISTORY     - Date     Condition        Report By
 OY1286  HISTORY     - 1992     MONUMENTED       NGS
 OY1286
 OY1286                          STATION DESCRIPTION
 OY1286
 OY1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1286'57.7 EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION OF U.S.
 OY1286'HIGHWAY 93 IN ARCO, THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG TAYLOR
 OY1286'BOULEVARD, NEAR THE CENTER OF AN 8 BY 15-FOOT AREA OF OUTCROPPING
 OY1286'BEDROCK, 26.7 M (87.6 FT) WEST OF THE BOULEVARD CENTERLINE, 2.0 M
 OY1286'(6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.4 M (4.6 FT) NORTH OF A
 OY1286'CAIRN, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1227 ***********************************************************************
 OY1227  DESIGNATION -  K 433
 OY1227  PID         -  OY1227
 OY1227  STATE/COUNTY-  ID/BINGHAM
 OY1227  USGS QUAD   -  LITTLE BUTTE (1973)
 OY1227
 OY1227                         *CURRENT SURVEY CONTROL
 OY1227  ___________________________________________________________________
 OY1227* NAD 83(1986)-  43 35 45.     (N)    112 33 18.     (W)     SCALED    
 OY1227* NAVD 88     -      1628.373  (meters)    5342.42   (feet)  ADJUSTED  
 OY1227  ___________________________________________________________________
 OY1227  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 OY1227  DYNAMIC HT  -        1627.483 (meters)    5339.50  (feet)  COMP
 OY1227  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 OY1227
 OY1227  VERT ORDER  -  FIRST     CLASS II
 OY1227
 OY1227.The horizontal coordinates were scaled from a topographic map and have
 OY1227.an estimated accuracy of +/- 6 seconds.
 OY1227
 OY1227.The orthometric height was determined by differential leveling
 OY1227.and adjusted by the National Geodetic Survey in December 1992..
 OY1227
 OY1227.The geoid height was determined by GEOID03.
 OY1227
 OY1227.The dynamic height is computed by dividing the NAVD 88
 OY1227.geopotential number by the normal gravity value computed on the
 OY1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1227.degrees latitude (g = 980.6199 gals.).
 OY1227
 OY1227.The modeled gravity was interpolated from observed gravity values.
 OY1227
 OY1227;                    North         East    Units  Estimated Accuracy
 OY1227;SPC ID E     -   214,370.      168,640.      MT  (+/- 180 meters Scaled)
 OY1227
 OY1227                          SUPERSEDED SURVEY CONTROL
 OY1227
 OY1227  NGVD 29 (08/20/92) 1627.277  (m)         5338.82   (f) ADJUSTED    1 2
 OY1227
 OY1227.Superseded values are not recommended for survey control.
 OY1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1227.See file dsdata.txt to determine how the superseded data were derived.
 OY1227
 OY1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP744281(NAD 83)
 OY1227_MARKER: DV = VERTICAL CONTROL DISK
 OY1227_SETTING: 66 = SET IN ROCK OUTCROP
 OY1227_SP_SET: BEDROCK
 OY1227_STAMPING: K 433 1992
 OY1227_MARK LOGO: NGS   
 OY1227_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1227+STABILITY: POSITION/ELEVATION WELL
 OY1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1227+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1227
 OY1227  HISTORY     - Date     Condition        Report By
 OY1227  HISTORY     - 1992     MONUMENTED       NGS
 OY1227
 OY1227                          STATION DESCRIPTION
 OY1227
 OY1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1227'41.4 KM (25.70 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1227'OF INTERSTATE HIGHWAY 15 IN IDAHO FALLS, THENCE 5.0 KM (3.10 MI)
 OY1227'NORTHERLY ALONG ROAD T-14, NEAR THE EAST END OF A 20 BY 30-FOOT AREA
 OY1227'OF OUTCROPPING BEDROCK, 18.7 M (61.4 FT) EAST OF THE ROAD CENTER, 0.6
 OY1227'M (2.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE
 OY1227'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1251 ***********************************************************************
 OY1251  DESIGNATION -  K 434
 OY1251  PID         -  OY1251
 OY1251  STATE/COUNTY-  ID/JEFFERSON
 OY1251  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1251
 OY1251                         *CURRENT SURVEY CONTROL
 OY1251  ___________________________________________________________________
 OY1251* NAD 83(1986)-  43 49 15.     (N)    112 39 28.     (W)     SCALED    
 OY1251* NAVD 88     -      1465.203  (meters)    4807.09   (feet)  ADJUSTED  
 OY1251  ___________________________________________________________________
 OY1251  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 OY1251  DYNAMIC HT  -        1464.474 (meters)    4804.70  (feet)  COMP
 OY1251  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 OY1251
 OY1251  VERT ORDER  -  FIRST     CLASS II
 OY1251
 OY1251.The horizontal coordinates were scaled from a topographic map and have
 OY1251.an estimated accuracy of +/- 6 seconds.
 OY1251
 OY1251.The orthometric height was determined by differential leveling
 OY1251.and adjusted by the National Geodetic Survey in December 1992..
 OY1251
 OY1251.The geoid height was determined by GEOID03.
 OY1251
 OY1251.The dynamic height is computed by dividing the NAVD 88
 OY1251.geopotential number by the normal gravity value computed on the
 OY1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1251.degrees latitude (g = 980.6199 gals.).
 OY1251
 OY1251.The modeled gravity was interpolated from observed gravity values.
 OY1251
 OY1251;                    North         East    Units  Estimated Accuracy
 OY1251;SPC ID E     -   239,410.      160,490.      MT  (+/- 180 meters Scaled)
 OY1251
 OY1251                          SUPERSEDED SURVEY CONTROL
 OY1251
 OY1251  NGVD 29 (08/20/92) 1464.134  (m)         4803.58   (f) ADJUSTED    1 2
 OY1251
 OY1251.Superseded values are not recommended for survey control.
 OY1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1251.See file dsdata.txt to determine how the superseded data were derived.
 OY1251
 OY1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP666533(NAD 83)
 OY1251_MARKER: DV = VERTICAL CONTROL DISK
 OY1251_SETTING: 66 = SET IN ROCK OUTCROP
 OY1251_SP_SET: BEDROCK
 OY1251_STAMPING: K 434 1992
 OY1251_MARK LOGO: NGS   
 OY1251_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1251+STABILITY: POSITION/ELEVATION WELL
 OY1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1251+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1251
 OY1251  HISTORY     - Date     Condition        Report By
 OY1251  HISTORY     - 1992     MONUMENTED       NGS
 OY1251
 OY1251                          STATION DESCRIPTION
 OY1251
 OY1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1251'17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1251'OFFICE IN TERRETON, THENCE 2.2 KM (1.35 MI) SOUTHWESTERLY ALONG TRACK
 OY1251'ROAD T-17, THENCE 0.5 KM (0.30 MI) SOUTHEASTERLY ALONG A TRACK ROAD,
 OY1251'NEAR THE NORTHEAST END OF A 26 BY 37-FOOT AREA OF OUTCROPPING
 OY1251'BEDROCK, AT THE CREST OF A SMALL HILL, 78.3 M (256.9 FT) SOUTHWEST OF
 OY1251'THE ROAD CENTER, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.7
 OY1251'M (2.3 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1115 ***********************************************************************
 OY1115  DESIGNATION -  K 435
 OY1115  PID         -  OY1115
 OY1115  STATE/COUNTY-  ID/BINGHAM
 OY1115  USGS QUAD   -  TABER (1973)
 OY1115
 OY1115                         *CURRENT SURVEY CONTROL
 OY1115  ___________________________________________________________________
 OY1115* NAD 83(1986)-  43 20 58.     (N)    112 43 46.     (W)     SCALED    
 OY1115* NAVD 88     -      1465.796  (meters)    4809.03   (feet)  ADJUSTED  
 OY1115  ___________________________________________________________________
 OY1115  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 OY1115  DYNAMIC HT  -        1465.024 (meters)    4806.50  (feet)  COMP
 OY1115  MODELED GRAV-     980,041.2   (mgal)                       NAVD 88
 OY1115
 OY1115  VERT ORDER  -  FIRST     CLASS II
 OY1115
 OY1115.The horizontal coordinates were scaled from a topographic map and have
 OY1115.an estimated accuracy of +/- 6 seconds.
 OY1115
 OY1115.The orthometric height was determined by differential leveling
 OY1115.and adjusted by the National Geodetic Survey in December 1992..
 OY1115
 OY1115.The geoid height was determined by GEOID03.
 OY1115
 OY1115.The dynamic height is computed by dividing the NAVD 88
 OY1115.geopotential number by the normal gravity value computed on the
 OY1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1115.degrees latitude (g = 980.6199 gals.).
 OY1115
 OY1115.The modeled gravity was interpolated from observed gravity values.
 OY1115
 OY1115;                    North         East    Units  Estimated Accuracy
 OY1115;SPC ID E     -   187,070.      154,370.      MT  (+/- 180 meters Scaled)
 OY1115
 OY1115                          SUPERSEDED SURVEY CONTROL
 OY1115
 OY1115  NGVD 29 (08/20/92) 1464.769  (m)         4805.66   (f) ADJUSTED    1 2
 OY1115
 OY1115.Superseded values are not recommended for survey control.
 OY1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1115.See file dsdata.txt to determine how the superseded data were derived.
 OY1115
 OY1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP598010(NAD 83)
 OY1115_MARKER: DV = VERTICAL CONTROL DISK
 OY1115_SETTING: 66 = SET IN ROCK OUTCROP
 OY1115_SP_SET: BEDROCK
 OY1115_STAMPING: K 435 1992
 OY1115_MARK LOGO: NGS   
 OY1115_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1115+STABILITY: POSITION/ELEVATION WELL
 OY1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1115+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1115
 OY1115  HISTORY     - Date     Condition        Report By
 OY1115  HISTORY     - 1992     MONUMENTED       NGS
 OY1115
 OY1115                          STATION DESCRIPTION
 OY1115
 OY1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1115'35.2 KM (21.85 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY1115'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, NEAR THE
 OY1115'NORTHWEST END OF A 4 BY 5-FOOT AREA OF OUTCROPPING BEDROCK, 155.0
 OY1115'NORTHWEST OF MILEPOST 23, 7.4 M (24.3 FT) SOUTHWEST OF THE NEAR RAIL,
 OY1115'1.4 M (4.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.2 M (0.7 FT)
 OY1115'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1130 ***********************************************************************
 OY1130  DESIGNATION -  K 436
 OY1130  PID         -  OY1130
 OY1130  STATE/COUNTY-  ID/BUTTE
 OY1130  USGS QUAD   -  BUTTE CITY (1972)
 OY1130
 OY1130                         *CURRENT SURVEY CONTROL
 OY1130  ___________________________________________________________________
 OY1130* NAD 83(1986)-  43 36 36.     (N)    113 09 49.     (W)     SCALED    
 OY1130* NAVD 88     -      1638.466  (meters)    5375.53   (feet)  ADJUSTED  
 OY1130  ___________________________________________________________________
 OY1130  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 OY1130  DYNAMIC HT  -        1637.565 (meters)    5372.58  (feet)  COMP
 OY1130  MODELED GRAV-     980,011.1   (mgal)                       NAVD 88
 OY1130
 OY1130  VERT ORDER  -  FIRST     CLASS II
 OY1130
 OY1130.The horizontal coordinates were scaled from a topographic map and have
 OY1130.an estimated accuracy of +/- 6 seconds.
 OY1130
 OY1130.The orthometric height was determined by differential leveling
 OY1130.and adjusted by the National Geodetic Survey in December 1992..
 OY1130
 OY1130.The geoid height was determined by GEOID03.
 OY1130
 OY1130.The dynamic height is computed by dividing the NAVD 88
 OY1130.geopotential number by the normal gravity value computed on the
 OY1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1130.degrees latitude (g = 980.6199 gals.).
 OY1130
 OY1130.The modeled gravity was interpolated from observed gravity values.
 OY1130
 OY1130;                    North         East    Units  Estimated Accuracy
 OY1130;SPC ID C     -   216,210.      567,520.      MT  (+/- 180 meters Scaled)
 OY1130
 OY1130                          SUPERSEDED SURVEY CONTROL
 OY1130
 OY1130  NGVD 29 (08/20/92) 1637.387  (m)         5371.99   (f) ADJUSTED    1 2
 OY1130
 OY1130.Superseded values are not recommended for survey control.
 OY1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1130.See file dsdata.txt to determine how the superseded data were derived.
 OY1130
 OY1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP254308(NAD 83)
 OY1130_MARKER: DV = VERTICAL CONTROL DISK
 OY1130_SETTING: 66 = SET IN ROCK OUTCROP
 OY1130_SP_SET: IN A DRILL HOLE IN BEDROCK
 OY1130_STAMPING: K 436 1992
 OY1130_MARK LOGO: NGS   
 OY1130_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1130+STABILITY: POSITION/ELEVATION WELL
 OY1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1130+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1130
 OY1130  HISTORY     - Date     Condition        Report By
 OY1130  HISTORY     - 1992     MONUMENTED       NGS
 OY1130
 OY1130                          STATION DESCRIPTION
 OY1130
 OY1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1130'25.4 KM (15.80 MI) SOUTHERLY ALONG STATE HIGHWAYS 22 AND 33 FROM THE
 OY1130'POST OFFICE IN HOWE, NEAR THE NORTHEAST END OF 40 BY 60-FOOT AREA OF
 OY1130'OUTCROPPING BEDROCK, 0.4 KM (0.25 MI) NORTHEAST OF THE INTERSECTION
 OY1130'OF U.S. HIGHWAYS 20 AND 26, 23.5 M (77.1 FT) SOUTHEAST OF THE
 OY1130'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OY1130'AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0435 ***********************************************************************
 NT0435  DESIGNATION -  K 44
 NT0435  PID         -  NT0435
 NT0435  STATE/COUNTY-  ID/CARIBOU
 NT0435  USGS QUAD   -  CHINA HAT (1981)
 NT0435
 NT0435                         *CURRENT SURVEY CONTROL
 NT0435  ___________________________________________________________________
 NT0435* NAD 83(1986)-  42 51 12.     (N)    111 32 44.     (W)     SCALED    
 NT0435* NAVD 88     -      1920.512  (meters)    6300.88   (feet)  ADJUSTED  
 NT0435  ___________________________________________________________________
 NT0435  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 NT0435  DYNAMIC HT  -        1919.143 (meters)    6296.39  (feet)  COMP
 NT0435  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 NT0435
 NT0435  VERT ORDER  -  SECOND    CLASS 0
 NT0435
 NT0435.The horizontal coordinates were scaled from a topographic map and have
 NT0435.an estimated accuracy of +/- 6 seconds.
 NT0435
 NT0435.The orthometric height was determined by differential leveling
 NT0435.and adjusted by the National Geodetic Survey in June 1991..
 NT0435
 NT0435.The geoid height was determined by GEOID03.
 NT0435
 NT0435.The dynamic height is computed by dividing the NAVD 88
 NT0435.geopotential number by the normal gravity value computed on the
 NT0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0435.degrees latitude (g = 980.6199 gals.).
 NT0435
 NT0435.The modeled gravity was interpolated from observed gravity values.
 NT0435
 NT0435;                    North         East    Units  Estimated Accuracy
 NT0435;SPC ID E     -   131,990.      250,760.      MT  (+/- 180 meters Scaled)
 NT0435
 NT0435                          SUPERSEDED SURVEY CONTROL
 NT0435
 NT0435  NGVD 29 (??/??/92) 1919.231  (m)         6296.68   (f) ADJ UNCH    2 0
 NT0435
 NT0435.Superseded values are not recommended for survey control.
 NT0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0435.See file dsdata.txt to determine how the superseded data were derived.
 NT0435
 NT0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN554446(NAD 83)
 NT0435_MARKER: DB = BENCH MARK DISK
 NT0435_SETTING: 80 = SET IN A BOULDER
 NT0435_SP_SET: BOULDER
 NT0435_STAMPING: K 44 1934
 NT0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0435+STABILITY: SURFACE MOTION
 NT0435
 NT0435  HISTORY     - Date     Condition        Report By
 NT0435  HISTORY     - 1934     MONUMENTED       CGS
 NT0435  HISTORY     - 1951     GOOD             NGS
 NT0435
 NT0435                          STATION DESCRIPTION
 NT0435
 NT0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0435'4.4 MI S FROM HENRY.
 NT0435'ABOUT 4.4 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE POST OFFICE AT
 NT0435'HENRY, CARIBOU COUNTY, ABOUT 255 FEET SOUTH OF A LARGE ROCK HAVING THE
 NT0435'APPEARANCE OF A SEA LION, MIDWAY BETWEEN TWO RIGHT-OF-WAY MARKERS WEST
 NT0435'OF THE HIGHWAY, 2.8 FEET WEST OF THE 40-FOOT RIGHT-OF-WAY LINE, IN THE
 NT0435'TOP OF THE NORTH END OF A 3- BY 10- BY 16-FOOT BOULDER, AND 4.5 FEET
 NT0435'EAST OF THE WEST EDGE.  A STANDARD DISK, STAMPED K 44 1934.
 NT0435
 NT0435                          STATION RECOVERY (1951)
 NT0435
 NT0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 NT0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0358 ***********************************************************************
 OX0358  DESIGNATION -  K 45
 OX0358  PID         -  OX0358
 OX0358  STATE/COUNTY-  ID/BINGHAM
 OX0358  USGS QUAD   -  HOMER VALLEY (1981)
 OX0358
 OX0358                         *CURRENT SURVEY CONTROL
 OX0358  ___________________________________________________________________
 OX0358* NAD 83(1986)-  43 11 41.     (N)    111 36 56.     (W)     SCALED    
 OX0358* NAVD 88     -      1932.251  (meters)    6339.39   (feet)  ADJUSTED  
 OX0358  ___________________________________________________________________
 OX0358  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 OX0358  DYNAMIC HT  -        1930.962 (meters)    6335.16  (feet)  COMP
 OX0358  MODELED GRAV-     979,884.1   (mgal)                       NAVD 88
 OX0358
 OX0358  VERT ORDER  -  SECOND    CLASS 0
 OX0358
 OX0358.The horizontal coordinates were scaled from a topographic map and have
 OX0358.an estimated accuracy of +/- 6 seconds.
 OX0358
 OX0358.The orthometric height was determined by differential leveling
 OX0358.and adjusted by the National Geodetic Survey in June 1991..
 OX0358
 OX0358.The geoid height was determined by GEOID03.
 OX0358
 OX0358.The dynamic height is computed by dividing the NAVD 88
 OX0358.geopotential number by the normal gravity value computed on the
 OX0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0358.degrees latitude (g = 980.6199 gals.).
 OX0358
 OX0358.The modeled gravity was interpolated from observed gravity values.
 OX0358
 OX0358;                    North         East    Units  Estimated Accuracy
 OX0358;SPC ID E     -   169,880.      244,790.      MT  (+/- 180 meters Scaled)
 OX0358
 OX0358                          SUPERSEDED SURVEY CONTROL
 OX0358
 OX0358  NGVD 29 (??/??/92) 1930.991  (m)         6335.26   (f) ADJ UNCH    2 0
 OX0358
 OX0358.Superseded values are not recommended for survey control.
 OX0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0358.See file dsdata.txt to determine how the superseded data were derived.
 OX0358
 OX0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN499826(NAD 83)
 OX0358_MARKER: DB = BENCH MARK DISK
 OX0358_SETTING: 80 = SET IN A BOULDER
 OX0358_SP_SET: BOULDER
 OX0358_STAMPING: K 45 1934
 OX0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0358+STABILITY: SURFACE MOTION
 OX0358
 OX0358  HISTORY     - Date     Condition        Report By
 OX0358  HISTORY     - 1934     MONUMENTED       CGS
 OX0358
 OX0358                          STATION DESCRIPTION
 OX0358
 OX0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0358'11.6 MI N FROM HERMAN.
 OX0358'IN BINGHAM COUNTY, ABOUT 11.6 MILES NORTH ALONG THE HERMAN-BONE ROAD
 OX0358'FROM THE RANGER STATION AT HERMAN, BONNEVILLE COUNTY, ABOUT 0.6 MILE
 OX0358'EAST OF A CREEK CROSSING, ABOUT 0.1 MILE SOUTHEAST OF A ROAD JUNCTION
 OX0358'AT A WATERCOURSE, ABOUT 600 FEET NORTH OF A CREEK, 195 FEET WEST OF
 OX0358'THE CENTER LINE OF THE ROAD, ON THE HIGHEST RIDGE OF A LAVA OUTCROP,
 OX0358'54 FEET EAST OF THE CENTER OF A WATERCOURSE DIVIDING THE OUTCROP, 3
 OX0358'FEET NORTHEAST OF A CAIRN, AND IN THE TOP OF A 3- BY 3- BY 2-FOOT
 OX0358'BOULDER PROJECTION.  A STANDARD DISK, STAMPED K 45 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0153 ***********************************************************************
 NT0153  DESIGNATION -  K 46
 NT0153  PID         -  NT0153
 NT0153  STATE/COUNTY-  ID/CARIBOU
 NT0153  USGS QUAD   -  WAYAN EAST (1980)
 NT0153
 NT0153                         *CURRENT SURVEY CONTROL
 NT0153  ___________________________________________________________________
 NT0153* NAD 83(1986)-  42 57 48.     (N)    111 20 02.     (W)     SCALED    
 NT0153* NAVD 88     -      2074.136  (meters)    6804.89   (feet)  ADJUSTED  
 NT0153  ___________________________________________________________________
 NT0153  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 NT0153  DYNAMIC HT  -        2072.647 (meters)    6800.01  (feet)  COMP
 NT0153  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 NT0153
 NT0153  VERT ORDER  -  SECOND    CLASS 0
 NT0153
 NT0153.The horizontal coordinates were scaled from a topographic map and have
 NT0153.an estimated accuracy of +/- 6 seconds.
 NT0153
 NT0153.The orthometric height was determined by differential leveling
 NT0153.and adjusted by the National Geodetic Survey in June 1991..
 NT0153
 NT0153.The geoid height was determined by GEOID03.
 NT0153
 NT0153.The dynamic height is computed by dividing the NAVD 88
 NT0153.geopotential number by the normal gravity value computed on the
 NT0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0153.degrees latitude (g = 980.6199 gals.).
 NT0153
 NT0153.The modeled gravity was interpolated from observed gravity values.
 NT0153
 NT0153;                    North         East    Units  Estimated Accuracy
 NT0153;SPC ID E     -   144,360.      267,940.      MT  (+/- 180 meters Scaled)
 NT0153
 NT0153                          SUPERSEDED SURVEY CONTROL
 NT0153
 NT0153  NGVD 29 (??/??/92) 2072.831  (m)         6800.61   (f) ADJ UNCH    2 0
 NT0153
 NT0153.Superseded values are not recommended for survey control.
 NT0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0153.See file dsdata.txt to determine how the superseded data were derived.
 NT0153
 NT0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN727567(NAD 83)
 NT0153_MARKER: DB = BENCH MARK DISK
 NT0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0153_STAMPING: K 46 1934
 NT0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0153+STABILITY: SURFACE MOTION
 NT0153
 NT0153  HISTORY     - Date     Condition        Report By
 NT0153  HISTORY     - 1934     MONUMENTED       CGS
 NT0153  HISTORY     - 1964     MARK NOT FOUND   NGS
 NT0153  HISTORY     - 1965     MARK NOT FOUND   NGS
 NT0153  HISTORY     - 1976     MARK NOT FOUND   NGS
 NT0153
 NT0153                          STATION DESCRIPTION
 NT0153
 NT0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NT0153'3.0 MI E FROM WAYAN.
 NT0153'3.0 MILES EAST ALONG THE ROAD TO FREEDOM FROM THE POST OFFICE AT
 NT0153'WAYAN, CARIBOU COUNTY, ABOUT 0.6 MILE SOUTHWEST OF THE CARIBOU
 NT0153'NATIONAL FOREST ON THE CREST OF A RIDGE, ON THE OUTSIDE OF AN ABRUPT
 NT0153'CURVE FROM THE EAST TO THE NORTH, ABOUT 105 FEET WEST OF THE
 NT0153'INTERSECTION OF A TRAIL, AND 45 FEET SOUTHWEST OF THE WEST END OF A
 NT0153'GRAVEL PILE.  A STANDARD DISK STAMPED K 46 1934 AND SET IN THE TOP OF
 NT0153'A CONCRETE POST.  NOTE-- THE ROAD SHOULDER HAS BEEN IMPROVED AT THIS
 NT0153'MILEAGE AND THE MARK MAY BE UNDER SOME FILL.
 NT0153
 NT0153                          STATION RECOVERY (1965)
 NT0153
 NT0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NT0153'MARK NOT FOUND.
 NT0153
 NT0153                          STATION RECOVERY (1976)
 NT0153
 NT0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NT0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0454 ***********************************************************************
 NT0454  DESIGNATION -  K 48
 NT0454  PID         -  NT0454
 NT0454  STATE/COUNTY-  ID/BANNOCK
 NT0454  USGS QUAD   -  TALMAGE (1982)
 NT0454
 NT0454                         *CURRENT SURVEY CONTROL
 NT0454  ___________________________________________________________________
 NT0454* NAD 83(1986)-  42 39 49.     (N)    111 45 04.     (W)     SCALED    
 NT0454* NAVD 88     -      1728.450  (meters)    5670.76   (feet)  ADJUSTED  
 NT0454  ___________________________________________________________________
 NT0454  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 NT0454  DYNAMIC HT  -        1727.285 (meters)    5666.93  (feet)  COMP
 NT0454  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 NT0454
 NT0454  VERT ORDER  -  SECOND    CLASS 0
 NT0454
 NT0454.The horizontal coordinates were scaled from a topographic map and have
 NT0454.an estimated accuracy of +/- 6 seconds.
 NT0454
 NT0454.The orthometric height was determined by differential leveling
 NT0454.and adjusted by the National Geodetic Survey in June 1991..
 NT0454
 NT0454.The geoid height was determined by GEOID03.
 NT0454
 NT0454.The dynamic height is computed by dividing the NAVD 88
 NT0454.geopotential number by the normal gravity value computed on the
 NT0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0454.degrees latitude (g = 980.6199 gals.).
 NT0454
 NT0454.The modeled gravity was interpolated from observed gravity values.
 NT0454
 NT0454;                    North         East    Units  Estimated Accuracy
 NT0454;SPC ID E     -   110,820.      234,070.      MT  (+/- 180 meters Scaled)
 NT0454
 NT0454                          SUPERSEDED SURVEY CONTROL
 NT0454
 NT0454  NGVD 29 (??/??/92) 1727.283  (m)         5666.93   (f) ADJ UNCH    2 0
 NT0454
 NT0454.Superseded values are not recommended for survey control.
 NT0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0454.See file dsdata.txt to determine how the superseded data were derived.
 NT0454
 NT0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN384237(NAD 83)
 NT0454_MARKER: DB = BENCH MARK DISK
 NT0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0454_STAMPING: K 48 1934
 NT0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0454+STABILITY: SURFACE MOTION
 NT0454
 NT0454  HISTORY     - Date     Condition        Report By
 NT0454  HISTORY     - 1934     MONUMENTED       CGS
 NT0454
 NT0454                          STATION DESCRIPTION
 NT0454
 NT0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0454'2.2 MI W FROM ALEXANDER.
 NT0454'IN BANNOCK COUNTY, ABOUT 2.2 MILES WEST ALONG THE UNION PACIFIC
 NT0454'RAILROAD FROM THE POST OFFICE AT ALEXANDER, CARIBOU COUNTY, 6 FEET
 NT0454'WEST OF THE SEVENTH POLE WEST OF MILEPOST 154, 489 FEET EAST OF
 NT0454'SEMAPHORE 1542, 435 FEET EAST OF THE CENTER OF GATEWAY 154A IN THE
 NT0454'RIGHT-OF-WAY FENCE, 40 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 30N,
 NT0454'90 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 9 FEET NORTH OF THE
 NT0454'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 48 1934 AND SET IN THE
 NT0454'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0227 ***********************************************************************
 NT0227  DESIGNATION -  K 49
 NT0227  PID         -  NT0227
 NT0227  STATE/COUNTY-  ID/BEAR LAKE
 NT0227  USGS QUAD   -  PARIS (1980)
 NT0227
 NT0227                         *CURRENT SURVEY CONTROL
 NT0227  ___________________________________________________________________
 NT0227* NAD 83(1986)-  42 09 03.     (N)    111 23 48.     (W)     SCALED    
 NT0227* NAVD 88     -      1812.050  (meters)    5945.03   (feet)  ADJUSTED  
 NT0227  ___________________________________________________________________
 NT0227  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 NT0227  DYNAMIC HT  -        1810.651 (meters)    5940.44  (feet)  COMP
 NT0227  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 NT0227
 NT0227  VERT ORDER  -  SECOND    CLASS 0
 NT0227
 NT0227.The horizontal coordinates were scaled from a topographic map and have
 NT0227.an estimated accuracy of +/- 6 seconds.
 NT0227
 NT0227.The orthometric height was determined by differential leveling
 NT0227.and adjusted by the National Geodetic Survey in June 1991..
 NT0227
 NT0227.The geoid height was determined by GEOID03.
 NT0227
 NT0227.The dynamic height is computed by dividing the NAVD 88
 NT0227.geopotential number by the normal gravity value computed on the
 NT0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0227.degrees latitude (g = 980.6199 gals.).
 NT0227
 NT0227.The modeled gravity was interpolated from observed gravity values.
 NT0227
 NT0227;                    North         East    Units  Estimated Accuracy
 NT0227;SPC ID E     -    54,060.      263,640.      MT  (+/- 180 meters Scaled)
 NT0227
 NT0227                          SUPERSEDED SURVEY CONTROL
 NT0227
 NT0227  NGVD 29 (??/??/92) 1810.826  (m)         5941.02   (f) ADJ UNCH    2 0
 NT0227
 NT0227.Superseded values are not recommended for survey control.
 NT0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0227.See file dsdata.txt to determine how the superseded data were derived.
 NT0227
 NT0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM672665(NAD 83)
 NT0227_MARKER: DB = BENCH MARK DISK
 NT0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0227_STAMPING: K 49 1934
 NT0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0227+STABILITY: SURFACE MOTION
 NT0227
 NT0227  HISTORY     - Date     Condition        Report By
 NT0227  HISTORY     - 1934     MONUMENTED       CGS
 NT0227  HISTORY     - 1966     GOOD             USGS
 NT0227
 NT0227                          STATION DESCRIPTION
 NT0227
 NT0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0227'5.4 MI S FROM PARIS.
 NT0227'5.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM PARIS, 0.2 MILE NORTH OF A
 NT0227'SMALL IRRIGATION DITCH, 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 NT0227'13 FEET SOUTH OF THE CENTERLINE OF A GATEWAY, 6 FEET WEST OF A
 NT0227'POWERLINE POLE, AND 4.5 FEET EAST OF A FENCE.  A STANDARD DISK,
 NT0227'STAMPED K 49 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT
 NT0227'MAY HAVE BEEN COVERED WHEN THEY BUILD THE NEW HIGHWAY.
 NT0227
 NT0227                          STATION RECOVERY (1966)
 NT0227
 NT0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NT0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0559 ***********************************************************************
 PZ0559  DESIGNATION -  K 50
 PZ0559  PID         -  PZ0559
 PZ0559  STATE/COUNTY-  ID/CUSTER
 PZ0559  USGS QUAD   -  EAST OF MAY (1989)
 PZ0559
 PZ0559                         *CURRENT SURVEY CONTROL
 PZ0559  ___________________________________________________________________
 PZ0559* NAD 83(1986)-  44 31 07.     (N)    113 51 37.     (W)     SCALED    
 PZ0559* NAVD 88     -      1604.081  (meters)    5262.72   (feet)  ADJUSTED  
 PZ0559  ___________________________________________________________________
 PZ0559  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 PZ0559  DYNAMIC HT  -        1603.221 (meters)    5259.90  (feet)  COMP
 PZ0559  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 PZ0559
 PZ0559  VERT ORDER  -  SECOND    CLASS 0
 PZ0559
 PZ0559.The horizontal coordinates were scaled from a topographic map and have
 PZ0559.an estimated accuracy of +/- 6 seconds.
 PZ0559
 PZ0559.The orthometric height was determined by differential leveling
 PZ0559.and adjusted by the National Geodetic Survey in June 1991..
 PZ0559
 PZ0559.The geoid height was determined by GEOID03.
 PZ0559
 PZ0559.The dynamic height is computed by dividing the NAVD 88
 PZ0559.geopotential number by the normal gravity value computed on the
 PZ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0559.degrees latitude (g = 980.6199 gals.).
 PZ0559
 PZ0559.The modeled gravity was interpolated from observed gravity values.
 PZ0559
 PZ0559;                    North         East    Units  Estimated Accuracy
 PZ0559;SPC ID C     -   316,830.      511,110.      MT  (+/- 180 meters Scaled)
 PZ0559
 PZ0559                          SUPERSEDED SURVEY CONTROL
 PZ0559
 PZ0559  NGVD 29 (??/??/92) 1602.816  (m)         5258.57   (f) ADJ UNCH    2 0
 PZ0559
 PZ0559.Superseded values are not recommended for survey control.
 PZ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0559.See file dsdata.txt to determine how the superseded data were derived.
 PZ0559
 PZ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ726334(NAD 83)
 PZ0559_MARKER: DB = BENCH MARK DISK
 PZ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0559_STAMPING: K 50 1948
 PZ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0559+STABILITY: SURFACE MOTION
 PZ0559
 PZ0559  HISTORY     - Date     Condition        Report By
 PZ0559  HISTORY     - 1948     MONUMENTED       CGS
 PZ0559
 PZ0559                          STATION DESCRIPTION
 PZ0559
 PZ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0559'7.5 MI SE FROM MAY.
 PZ0559'7.5 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE RANGER STATION
 PZ0559'AT MAY, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF THE PAHSIMEROI
 PZ0559'ROAD AND A DIRT ROAD LEADING NORTHWEST TO A RANCH, AT A FENCE CORNER,
 PZ0559'55.0 FEET NORTH OF THE CENTER LINE OF THE PAHSIMEROI ROAD, 28.5 FEET
 PZ0559'NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD NORTHWEST, 29.6 FEET
 PZ0559'NORTHWEST OF THE CORNER FENCE POST, 1.4 FEET WEST OF A WITNESS POST,
 PZ0559'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 PZ0559'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0467 ***********************************************************************
 PZ0467  DESIGNATION -  K 51
 PZ0467  PID         -  PZ0467
 PZ0467  STATE/COUNTY-  ID/CUSTER
 PZ0467  USGS QUAD   -  DOUBLESPRING (1989)
 PZ0467
 PZ0467                         *CURRENT SURVEY CONTROL
 PZ0467  ___________________________________________________________________
 PZ0467* NAD 83(1986)-  44 22 00.     (N)    113 45 17.     (W)     SCALED    
 PZ0467* NAVD 88     -      1940.874  (meters)    6367.68   (feet)  ADJUSTED  
 PZ0467  ___________________________________________________________________
 PZ0467  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 PZ0467  DYNAMIC HT  -        1939.728 (meters)    6363.92  (feet)  COMP
 PZ0467  MODELED GRAV-     979,958.5   (mgal)                       NAVD 88
 PZ0467
 PZ0467  VERT ORDER  -  SECOND    CLASS 0
 PZ0467
 PZ0467.The horizontal coordinates were scaled from a topographic map and have
 PZ0467.an estimated accuracy of +/- 6 seconds.
 PZ0467
 PZ0467.The orthometric height was determined by differential leveling
 PZ0467.and adjusted by the National Geodetic Survey in June 1991..
 PZ0467
 PZ0467.The geoid height was determined by GEOID03.
 PZ0467
 PZ0467.The dynamic height is computed by dividing the NAVD 88
 PZ0467.geopotential number by the normal gravity value computed on the
 PZ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0467.degrees latitude (g = 980.6199 gals.).
 PZ0467
 PZ0467.The modeled gravity was interpolated from observed gravity values.
 PZ0467
 PZ0467;                    North         East    Units  Estimated Accuracy
 PZ0467;SPC ID C     -   299,970.      519,550.      MT  (+/- 180 meters Scaled)
 PZ0467
 PZ0467                          SUPERSEDED SURVEY CONTROL
 PZ0467
 PZ0467  NGVD 29 (??/??/92) 1939.538  (m)         6363.30   (f) ADJ UNCH    2 0
 PZ0467
 PZ0467.Superseded values are not recommended for survey control.
 PZ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0467.See file dsdata.txt to determine how the superseded data were derived.
 PZ0467
 PZ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ805162(NAD 83)
 PZ0467_MARKER: DB = BENCH MARK DISK
 PZ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0467_STAMPING: K 51 1948
 PZ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0467+STABILITY: SURFACE MOTION
 PZ0467
 PZ0467  HISTORY     - Date     Condition        Report By
 PZ0467  HISTORY     - 1948     MONUMENTED       CGS
 PZ0467
 PZ0467                          STATION DESCRIPTION
 PZ0467
 PZ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0467'10.8 MI S FROM PATTERSON.
 PZ0467'8.2 MILES SOUTH ALONG THE PATTERSON ROAD FROM THE POST OFFICE AT
 PZ0467'PATTERSON, THENCE 2.6 MILES SOUTH ALONG THE DOUBLE SPRINGS ROAD, ABOUT
 PZ0467'11.5 MILES NORTH OF DOUBLE SPRINGS SUMMIT, ON THE NORTH SLOPE OF A
 PZ0467'LONG GRADE, 57.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET
 PZ0467'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 PZ0467'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0411 ***********************************************************************
 PZ0411  DESIGNATION -  K 52
 PZ0411  PID         -  PZ0411
 PZ0411  STATE/COUNTY-  ID/CUSTER
 PZ0411  USGS QUAD   -  MOFFETT SPRINGS (1987)
 PZ0411
 PZ0411                         *CURRENT SURVEY CONTROL
 PZ0411  ___________________________________________________________________
 PZ0411* NAD 83(1986)-  44 16 01.     (N)    113 26 51.     (W)     SCALED    
 PZ0411* NAVD 88     -      1953.277  (meters)    6408.38   (feet)  ADJUSTED  
 PZ0411  ___________________________________________________________________
 PZ0411  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 PZ0411  DYNAMIC HT  -        1952.107 (meters)    6404.54  (feet)  COMP
 PZ0411  MODELED GRAV-     979,949.6   (mgal)                       NAVD 88
 PZ0411
 PZ0411  VERT ORDER  -  SECOND    CLASS 0
 PZ0411
 PZ0411.The horizontal coordinates were scaled from a topographic map and have
 PZ0411.an estimated accuracy of +/- 6 seconds.
 PZ0411
 PZ0411.The orthometric height was determined by differential leveling
 PZ0411.and adjusted by the National Geodetic Survey in June 1991..
 PZ0411
 PZ0411.The geoid height was determined by GEOID03.
 PZ0411
 PZ0411.The dynamic height is computed by dividing the NAVD 88
 PZ0411.geopotential number by the normal gravity value computed on the
 PZ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0411.degrees latitude (g = 980.6199 gals.).
 PZ0411
 PZ0411.The modeled gravity was interpolated from observed gravity values.
 PZ0411
 PZ0411;                    North         East    Units  Estimated Accuracy
 PZ0411;SPC ID C     -   289,000.      544,110.      MT  (+/- 180 meters Scaled)
 PZ0411
 PZ0411                          SUPERSEDED SURVEY CONTROL
 PZ0411
 PZ0411  NGVD 29 (??/??/92) 1951.942  (m)         6404.00   (f) ADJ UNCH    2 0
 PZ0411
 PZ0411.Superseded values are not recommended for survey control.
 PZ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0411.See file dsdata.txt to determine how the superseded data were derived.
 PZ0411
 PZ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ046044(NAD 83)
 PZ0411_MARKER: DB = BENCH MARK DISK
 PZ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0411_STAMPING: K 52 1948
 PZ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0411+STABILITY: SURFACE MOTION
 PZ0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0411+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 PZ0411
 PZ0411  HISTORY     - Date     Condition        Report By
 PZ0411  HISTORY     - 1948     MONUMENTED       CGS
 PZ0411  HISTORY     - 20020606 GOOD             IDTD
 PZ0411
 PZ0411                          STATION DESCRIPTION
 PZ0411
 PZ0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0411'14.0 MI NW FROM CLYDE.
 PZ0411'14.0 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0411'CLYDE, ABOUT 0.2 MILE SOUTHEAST OF THE BARNEY HOT SPRINGS, AT A CATTLE
 PZ0411'GUARD, IN A FENCE CORNER, 67.5 FEET SOUTHEAST OF THE CENTER LINE OF
 PZ0411'THE CATTLE GUARD, 3.0 FEET SOUTHWEST OF THE CORNER FENCE POST, 3.4
 PZ0411'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 PZ0411'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 PZ0411
 PZ0411                          STATION RECOVERY (2002)
 PZ0411
 PZ0411'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 PZ0411'FROM THE PAHSIMEROI VALLEY ROAD CROSSING AT SUMMIT CREEK (N44-16-31.0,
 PZ0411'W113-27- 25.2 WGS 84), GO SE ON ROAD FOR 1.234KM AND MARK ON RIGHT.
 PZ0411'0.37KM SE OF BARNEY SPRINGS, IN FENCE CORNER, 17.8M S OF S CORNER OF
 PZ0411'CATTLE GUARD, 13.6M SW OF ROAD CENTER, 1.0M SW OF WIT POST, 0.9M W OF
 PZ0411'FENCE CORNER. N44-16-01.574921, W113-26-48.21183 (NAD83,99)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0384 ***********************************************************************
 PZ0384  DESIGNATION -  K 53
 PZ0384  PID         -  PZ0384
 PZ0384  STATE/COUNTY-  ID/CUSTER
 PZ0384  USGS QUAD   -  BIG WINDY PEAK (1987)
 PZ0384
 PZ0384                         *CURRENT SURVEY CONTROL
 PZ0384  ___________________________________________________________________
 PZ0384* NAD 83(1986)-  44 15 59.     (N)    113 22 15.     (W)     SCALED    
 PZ0384* NAVD 88     -      1928.804  (meters)    6328.08   (feet)  ADJUSTED  
 PZ0384  ___________________________________________________________________
 PZ0384  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 PZ0384  DYNAMIC HT  -        1927.636 (meters)    6324.25  (feet)  COMP
 PZ0384  MODELED GRAV-     979,944.6   (mgal)                       NAVD 88
 PZ0384
 PZ0384  VERT ORDER  -  SECOND    CLASS 0
 PZ0384
 PZ0384.The horizontal coordinates were scaled from a topographic map and have
 PZ0384.an estimated accuracy of +/- 6 seconds.
 PZ0384
 PZ0384.The orthometric height was determined by differential leveling
 PZ0384.and adjusted by the National Geodetic Survey in June 1991..
 PZ0384
 PZ0384.The geoid height was determined by GEOID03.
 PZ0384
 PZ0384.The dynamic height is computed by dividing the NAVD 88
 PZ0384.geopotential number by the normal gravity value computed on the
 PZ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0384.degrees latitude (g = 980.6199 gals.).
 PZ0384
 PZ0384.The modeled gravity was interpolated from observed gravity values.
 PZ0384
 PZ0384;                    North         East    Units  Estimated Accuracy
 PZ0384;SPC ID C     -   288,990.      550,230.      MT  (+/- 180 meters Scaled)
 PZ0384
 PZ0384                          SUPERSEDED SURVEY CONTROL
 PZ0384
 PZ0384  NGVD 29 (??/??/92) 1927.450  (m)         6323.64   (f) ADJ UNCH    2 0
 PZ0384
 PZ0384.Superseded values are not recommended for survey control.
 PZ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0384.See file dsdata.txt to determine how the superseded data were derived.
 PZ0384
 PZ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ107041(NAD 83)
 PZ0384_MARKER: DB = BENCH MARK DISK
 PZ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0384_STAMPING: K 53 1948
 PZ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0384+STABILITY: SURFACE MOTION
 PZ0384
 PZ0384  HISTORY     - Date     Condition        Report By
 PZ0384  HISTORY     - 1948     MONUMENTED       CGS
 PZ0384
 PZ0384                          STATION DESCRIPTION
 PZ0384
 PZ0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0384'5.6 MI S FROM FAIRVIEW G. S..
 PZ0384'5.6 MILES SOUTH ALONG THE SAWMILL CANYON ROAD FROM THE FAIRVIEW GUARD
 PZ0384'STATION, ABOUT 2.5 MILES NORTH OF THE Y INTERSECTION OF THE SAWMILL
 PZ0384'CANYON ROAD AND THE PAHSIMEROI ROAD, ABOUT 0.1 MILE NORTH OF A DIM
 PZ0384'TRACK ROAD LEADING SOUTHWEST, 48.0 FEET WEST OF THE CENTER LINE OF THE
 PZ0384'ROAD, 3.3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 PZ0384'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0545 ***********************************************************************
 OY0545  DESIGNATION -  K 54
 OY0545  PID         -  OY0545
 OY0545  STATE/COUNTY-  ID/BUTTE
 OY0545  USGS QUAD   -  HOWE NE (1969)
 OY0545
 OY0545                         *CURRENT SURVEY CONTROL
 OY0545  ___________________________________________________________________
 OY0545* NAD 83(1986)-  43 54 08.     (N)    113 06 12.     (W)     SCALED    
 OY0545* NAVD 88     -      1560.571  (meters)    5119.97   (feet)  ADJUSTED  
 OY0545  ___________________________________________________________________
 OY0545  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OY0545  DYNAMIC HT  -        1559.728 (meters)    5117.21  (feet)  COMP
 OY0545  MODELED GRAV-     980,023.8   (mgal)                       NAVD 88
 OY0545
 OY0545  VERT ORDER  -  SECOND    CLASS 0
 OY0545
 OY0545.The horizontal coordinates were scaled from a topographic map and have
 OY0545.an estimated accuracy of +/- 6 seconds.
 OY0545
 OY0545.The orthometric height was determined by differential leveling
 OY0545.and adjusted by the National Geodetic Survey in June 1991..
 OY0545
 OY0545.The geoid height was determined by GEOID03.
 OY0545
 OY0545.The dynamic height is computed by dividing the NAVD 88
 OY0545.geopotential number by the normal gravity value computed on the
 OY0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0545.degrees latitude (g = 980.6199 gals.).
 OY0545
 OY0545.The modeled gravity was interpolated from observed gravity values.
 OY0545
 OY0545;                    North         East    Units  Estimated Accuracy
 OY0545;SPC ID C     -   248,720.      572,030.      MT  (+/- 180 meters Scaled)
 OY0545
 OY0545                          SUPERSEDED SURVEY CONTROL
 OY0545
 OY0545  NGVD 29 (??/??/92) 1559.450  (m)         5116.30   (f) ADJ UNCH    2 0
 OY0545
 OY0545.Superseded values are not recommended for survey control.
 OY0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0545.See file dsdata.txt to determine how the superseded data were derived.
 OY0545
 OY0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP310631(NAD 83)
 OY0545_MARKER: DB = BENCH MARK DISK
 OY0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0545_STAMPING: K 54 1948
 OY0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0545+STABILITY: SURFACE MOTION
 OY0545
 OY0545  HISTORY     - Date     Condition        Report By
 OY0545  HISTORY     - 1948     MONUMENTED       CGS
 OY0545
 OY0545                          STATION DESCRIPTION
 OY0545
 OY0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0545'9.4 MI NW FROM HOWE.
 OY0545'ABOUT 9.4 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE POST
 OY0545'OFFICE AT HOWE, 88.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 OY0545'4.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OY0545'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0560 ***********************************************************************
 OY0560  DESIGNATION -  K 55
 OY0560  PID         -  OY0560
 OY0560  STATE/COUNTY-  ID/CUSTER
 OY0560  USGS QUAD   -  METHODIST CREEK (1969)
 OY0560
 OY0560                         *CURRENT SURVEY CONTROL
 OY0560  ___________________________________________________________________
 OY0560* NAD 83(1986)-  43 53 51.     (N)    113 28 07.     (W)     SCALED    
 OY0560* NAVD 88     -      1774.068  (meters)    5820.42   (feet)  ADJUSTED  
 OY0560  ___________________________________________________________________
 OY0560  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 OY0560  DYNAMIC HT  -        1772.979 (meters)    5816.85  (feet)  COMP
 OY0560  MODELED GRAV-     979,942.9   (mgal)                       NAVD 88
 OY0560
 OY0560  VERT ORDER  -  SECOND    CLASS 0
 OY0560
 OY0560.The horizontal coordinates were scaled from a topographic map and have
 OY0560.an estimated accuracy of +/- 6 seconds.
 OY0560
 OY0560.The orthometric height was determined by differential leveling
 OY0560.and adjusted by the National Geodetic Survey in June 1991..
 OY0560
 OY0560.The geoid height was determined by GEOID03.
 OY0560
 OY0560.The dynamic height is computed by dividing the NAVD 88
 OY0560.geopotential number by the normal gravity value computed on the
 OY0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0560.degrees latitude (g = 980.6199 gals.).
 OY0560
 OY0560.The modeled gravity was interpolated from observed gravity values.
 OY0560
 OY0560;                    North         East    Units  Estimated Accuracy
 OY0560;SPC ID C     -   247,940.      542,690.      MT  (+/- 180 meters Scaled)
 OY0560
 OY0560                          SUPERSEDED SURVEY CONTROL
 OY0560
 OY0560  NGVD 29 (??/??/92) 1772.829  (m)         5816.36   (f) ADJ UNCH    2 0
 OY0560
 OY0560.Superseded values are not recommended for survey control.
 OY0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0560.See file dsdata.txt to determine how the superseded data were derived.
 OY0560
 OY0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP017634(NAD 83)
 OY0560_MARKER: DB = BENCH MARK DISK
 OY0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0560_STAMPING: K 55 1948
 OY0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0560+STABILITY: SURFACE MOTION
 OY0560
 OY0560  HISTORY     - Date     Condition        Report By
 OY0560  HISTORY     - 1948     MONUMENTED       CGS
 OY0560
 OY0560                          STATION DESCRIPTION
 OY0560
 OY0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0560'2.8 MI N FROM LESLIE.
 OY0560'ABOUT 2.8 MILES NORTH ALONG THE PASS CREEK ROAD FROM THE POST OFFICE
 OY0560'AT LESLIE, ON THE SOUTH SLOPE OF A LONG GRADE, 57.0 FEET SOUTHEAST OF
 OY0560'THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTH OF THE WITNESS POST, SET
 OY0560'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0368 ***********************************************************************
 PZ0368  DESIGNATION -  K 56
 PZ0368  PID         -  PZ0368
 PZ0368  STATE/COUNTY-  ID/LEMHI
 PZ0368  USGS QUAD   -  BIG WINDY PEAK (1987)
 PZ0368
 PZ0368                         *CURRENT SURVEY CONTROL
 PZ0368  ___________________________________________________________________
 PZ0368* NAD 83(1986)-  44 21 58.     (N)    113 15 23.     (W)     SCALED    
 PZ0368* NAVD 88     -      2623.646  (meters)    8607.75   (feet)  ADJUSTED  
 PZ0368  ___________________________________________________________________
 PZ0368  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 PZ0368  DYNAMIC HT  -        2621.820 (meters)    8601.75  (feet)  COMP
 PZ0368  MODELED GRAV-     979,826.0   (mgal)                       NAVD 88
 PZ0368
 PZ0368  VERT ORDER  -  SECOND    CLASS 0
 PZ0368
 PZ0368.The horizontal coordinates were scaled from a topographic map and have
 PZ0368.an estimated accuracy of +/- 6 seconds.
 PZ0368
 PZ0368.The orthometric height was determined by differential leveling
 PZ0368.and adjusted by the National Geodetic Survey in June 1991..
 PZ0368
 PZ0368.The geoid height was determined by GEOID03.
 PZ0368
 PZ0368.The dynamic height is computed by dividing the NAVD 88
 PZ0368.geopotential number by the normal gravity value computed on the
 PZ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0368.degrees latitude (g = 980.6199 gals.).
 PZ0368
 PZ0368.The modeled gravity was interpolated from observed gravity values.
 PZ0368
 PZ0368;                    North         East    Units  Estimated Accuracy
 PZ0368;SPC ID C     -   300,140.      559,270.      MT  (+/- 180 meters Scaled)
 PZ0368
 PZ0368                          SUPERSEDED SURVEY CONTROL
 PZ0368
 PZ0368  NGVD 29 (??/??/92) 2622.097  (m)         8602.66   (f) ADJ UNCH    2 0
 PZ0368
 PZ0368.Superseded values are not recommended for survey control.
 PZ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0368.See file dsdata.txt to determine how the superseded data were derived.
 PZ0368
 PZ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ202150(NAD 83)
 PZ0368_MARKER: DB = BENCH MARK DISK
 PZ0368_SETTING: 80 = SET IN A BOULDER
 PZ0368_SP_SET: BOULDER
 PZ0368_STAMPING: K 56 1948
 PZ0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0368+STABILITY: SURFACE MOTION
 PZ0368
 PZ0368  HISTORY     - Date     Condition        Report By
 PZ0368  HISTORY     - 1948     MONUMENTED       CGS
 PZ0368
 PZ0368                          STATION DESCRIPTION
 PZ0368
 PZ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0368'11.4 MI S FROM GILMORE.
 PZ0368'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 PZ0368'GILMORE, THENCE 3.0 MILES WEST ALONG THE SPRING CANYON ROAD, THENCE
 PZ0368'1.1 MILES NORTHWEST ALONG THE BIRCH CREEK TRAIL, ABOUT 0.2 MILE EAST
 PZ0368'OF A DESERTED LOG CABIN, 88.0 FEET NORTHWEST OF A PINE TREE WITH A
 PZ0368'TRIANGULAR BLAZE, 40.0 FEET SOUTHEAST OF THE CENTER LINE OF THE TRAIL,
 PZ0368'SET IN THE TOP OF A LARGE BOULDER PROJECTING 3.0 FEET ABOVE THE
 PZ0368'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0115 ***********************************************************************
 OY0115  DESIGNATION -  K 57
 OY0115  PID         -  OY0115
 OY0115  STATE/COUNTY-  ID/JEFFERSON
 OY0115  USGS QUAD   -  TERRETON (1964)
 OY0115
 OY0115                         *CURRENT SURVEY CONTROL
 OY0115  ___________________________________________________________________
 OY0115* NAD 83(1986)-  43 50 28.     (N)    112 27 19.     (W)     SCALED    
 OY0115* NAVD 88     -      1459.742  (meters)    4789.17   (feet)  ADJUSTED  
 OY0115  ___________________________________________________________________
 OY0115  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 OY0115  DYNAMIC HT  -        1459.001 (meters)    4786.74  (feet)  COMP
 OY0115  MODELED GRAV-     980,060.2   (mgal)                       NAVD 88
 OY0115
 OY0115  VERT ORDER  -  SECOND    CLASS 0
 OY0115
 OY0115.The horizontal coordinates were scaled from a topographic map and have
 OY0115.an estimated accuracy of +/- 6 seconds.
 OY0115
 OY0115.The orthometric height was determined by differential leveling
 OY0115.and adjusted by the National Geodetic Survey in June 1991..
 OY0115
 OY0115.The geoid height was determined by GEOID03.
 OY0115
 OY0115.The dynamic height is computed by dividing the NAVD 88
 OY0115.geopotential number by the normal gravity value computed on the
 OY0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0115.degrees latitude (g = 980.6199 gals.).
 OY0115
 OY0115.The modeled gravity was interpolated from observed gravity values.
 OY0115
 OY0115;                    North         East    Units  Estimated Accuracy
 OY0115;SPC ID E     -   241,580.      176,790.      MT  (+/- 180 meters Scaled)
 OY0115
 OY0115                          SUPERSEDED SURVEY CONTROL
 OY0115
 OY0115  NGVD 29 (??/??/92) 1458.643  (m)         4785.56   (f) ADJ UNCH    2 0
 OY0115
 OY0115.Superseded values are not recommended for survey control.
 OY0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0115.See file dsdata.txt to determine how the superseded data were derived.
 OY0115
 OY0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP830552(NAD 83)
 OY0115_MARKER: DB = BENCH MARK DISK
 OY0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0115_STAMPING: K 57 1948
 OY0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0115+STABILITY: SURFACE MOTION
 OY0115
 OY0115  HISTORY     - Date     Condition        Report By
 OY0115  HISTORY     - 1948     MONUMENTED       CGS
 OY0115  HISTORY     - 19920530 MARK NOT FOUND   NGS
 OY0115
 OY0115                          STATION DESCRIPTION
 OY0115
 OY0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0115'0.9 MI W FROM TERRETON.
 OY0115'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 OY0115'TERRETON, AT A JOG IN A FENCE LINE, AT A T FENCE CORNER, 42.5 FEET
 OY0115'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10.0 FEET SOUTHEAST OF POWER
 OY0115'POLE NO. 1139, 3.2 FEET SOUTH OF A WITNESS POST, 2.0 FEET NORTH OF THE
 OY0115'INSIDE FENCE CORNER, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 OY0115'FOOT ABOVE THE GROUND.
 OY0115
 OY0115                          STATION RECOVERY (1992)
 OY0115
 OY0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0115'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0498 ***********************************************************************
 OY0498  DESIGNATION -  K 58
 OY0498  PID         -  OY0498
 OY0498  STATE/COUNTY-  ID/BUTTE
 OY0498  USGS QUAD   -  BUTTE CITY (1972)
 OY0498
 OY0498                         *CURRENT SURVEY CONTROL
 OY0498  ___________________________________________________________________
 OY0498* NAD 83(1986)-  43 35 17.     (N)    113 13 59.     (W)     SCALED    
 OY0498* NAVD 88     -      1615.024  (meters)    5298.62   (feet)  ADJUSTED  
 OY0498  ___________________________________________________________________
 OY0498  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 OY0498  DYNAMIC HT  -        1614.128 (meters)    5295.68  (feet)  COMP
 OY0498  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 OY0498
 OY0498  VERT ORDER  -  FIRST     CLASS II
 OY0498
 OY0498.The horizontal coordinates were scaled from a topographic map and have
 OY0498.an estimated accuracy of +/- 6 seconds.
 OY0498
 OY0498.The orthometric height was determined by differential leveling
 OY0498.and adjusted by the National Geodetic Survey in December 1992..
 OY0498
 OY0498.The geoid height was determined by GEOID03.
 OY0498
 OY0498.The dynamic height is computed by dividing the NAVD 88
 OY0498.geopotential number by the normal gravity value computed on the
 OY0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0498.degrees latitude (g = 980.6199 gals.).
 OY0498
 OY0498.The modeled gravity was interpolated from observed gravity values.
 OY0498
 OY0498;                    North         East    Units  Estimated Accuracy
 OY0498;SPC ID C     -   213,710.      561,940.      MT  (+/- 180 meters Scaled)
 OY0498
 OY0498                          SUPERSEDED SURVEY CONTROL
 OY0498
 OY0498  NAVD 88 (06/15/91) 1615.024  (m)         5298.62   (f) UNKNOWN     1 2
 OY0498  NGVD 29 (08/20/92) 1613.940  (m)         5295.07   (f) ADJUSTED    1 2
 OY0498
 OY0498.Superseded values are not recommended for survey control.
 OY0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0498.See file dsdata.txt to determine how the superseded data were derived.
 OY0498
 OY0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP197285(NAD 83)
 OY0498_MARKER: DB = BENCH MARK DISK
 OY0498_SETTING: 66 = SET IN ROCK OUTCROP
 OY0498_SP_SET: BEDROCK
 OY0498_STAMPING: K 58 1948
 OY0498_MARK LOGO: CGS   
 OY0498_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0498+STABILITY: POSITION/ELEVATION WELL
 OY0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0498+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0498
 OY0498  HISTORY     - Date     Condition        Report By
 OY0498  HISTORY     - 1948     MONUMENTED       CGS
 OY0498  HISTORY     - 19920619 GOOD             NGS
 OY0498
 OY0498                          STATION DESCRIPTION
 OY0498
 OY0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0498'5.3 MI SE FROM ARCO.
 OY0498'ABOUT 5.3 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OY0498'THE STATION AT ARCO, ABOUT 10 POLES NORTHWEST OF MILEPOST NO.54, AT A
 OY0498'ROCK CUT, 6.7 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST RAIL,
 OY0498'SET IN THE TOP OF A ROCK LEDGE PROJECTING 2.0 FEET ABOVE THE GROUND
 OY0498'AND ABOUT LEVEL WITH THE TRACKS.
 OY0498
 OY0498                          STATION RECOVERY (1992)
 OY0498
 OY0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0498'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0498'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 3.4 KM (2.10 MI)
 OY0498'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, NEAR THE NORTHWEST
 OY0498'END OF A 2 BY 5-FOOT EXPOSED AREA OF BEDROCK NEAR THE CENTER OF A
 OY0498'RAILROAD CUT, 2.4 M (7.9 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.2 M
 OY0498'(0.7 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0327 ***********************************************************************
 RY0327  DESIGNATION -  K 60
 RY0327  PID         -  RY0327
 RY0327  STATE/COUNTY-  ID/IDAHO
 RY0327  USGS QUAD   -  COOLWATER MOUNTAIN (1994)
 RY0327
 RY0327                         *CURRENT SURVEY CONTROL
 RY0327  ___________________________________________________________________
 RY0327* NAD 83(1986)-  46 14 55.     (N)    115 24 07.     (W)     SCALED    
 RY0327* NAVD 88     -       544.066  (meters)    1784.99   (feet)  ADJUSTED  
 RY0327  ___________________________________________________________________
 RY0327  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RY0327  DYNAMIC HT  -         543.984 (meters)    1784.72  (feet)  COMP
 RY0327  MODELED GRAV-     980,449.1   (mgal)                       NAVD 88
 RY0327
 RY0327  VERT ORDER  -  SECOND    CLASS 0
 RY0327
 RY0327.The horizontal coordinates were scaled from a topographic map and have
 RY0327.an estimated accuracy of +/- 6 seconds.
 RY0327
 RY0327.The orthometric height was determined by differential leveling
 RY0327.and adjusted by the National Geodetic Survey in June 1991..
 RY0327
 RY0327.The geoid height was determined by GEOID03.
 RY0327
 RY0327.The dynamic height is computed by dividing the NAVD 88
 RY0327.geopotential number by the normal gravity value computed on the
 RY0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0327.degrees latitude (g = 980.6199 gals.).
 RY0327
 RY0327.The modeled gravity was interpolated from observed gravity values.
 RY0327
 RY0327;                    North         East    Units  Estimated Accuracy
 RY0327;SPC ID W     -   509,130.      826,840.      MT  (+/- 180 meters Scaled)
 RY0327
 RY0327                          SUPERSEDED SURVEY CONTROL
 RY0327
 RY0327  NGVD 29 (??/??/92)  542.943  (m)         1781.31   (f) ADJ UNCH    2 0
 RY0327
 RY0327.Superseded values are not recommended for survey control.
 RY0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0327.See file dsdata.txt to determine how the superseded data were derived.
 RY0327
 RY0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM231229(NAD 83)
 RY0327_MARKER: DB = BENCH MARK DISK
 RY0327_SETTING: 66 = SET IN ROCK OUTCROP
 RY0327_SP_SET: OUTCROP
 RY0327_STAMPING: K 60 1950
 RY0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0327+STABILITY: POSITION/ELEVATION WELL
 RY0327
 RY0327  HISTORY     - Date     Condition        Report By
 RY0327  HISTORY     - 1950     MONUMENTED       CGS
 RY0327  HISTORY     - 1965     MARK NOT FOUND   USGS
 RY0327
 RY0327                          STATION DESCRIPTION
 RY0327
 RY0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0327'15.9 MI NE FROM LOWELL.
 RY0327'15.9 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF
 RY0327'THE STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, 0.25 MILE SOUTH OF
 RY0327'TUMBLE CREEK, IN THE TOP OF AN OUTCROP, AT A SMALL STREAM, 1 FOOT
 RY0327'SOUTH OF THE MAIN CHANNEL OF THE STREAM, 28 FEET WEST OF THE CENTER
 RY0327'LINE OF THE HIGHWAY, 8.8 FEET WEST OF THE WEST END OF THE SOUTH ONE OF
 RY0327'TWO 18-INCH CORRUGATED METAL PIPE CULVERTS, ABOUT 1/2 FOOT LOWER THAN
 RY0327'THE HIGHWAY, AND MARKED BY A PAINTED B M.
 RY0327
 RY0327                          STATION RECOVERY (1965)
 RY0327
 RY0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RY0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0290 ***********************************************************************
 RY0290  DESIGNATION -  K 61
 RY0290  PID         -  RY0290
 RY0290  STATE/COUNTY-  ID/IDAHO
 RY0290  USGS QUAD   -  LIZ BUTTE (1994)
 RY0290
 RY0290                         *CURRENT SURVEY CONTROL
 RY0290  ___________________________________________________________________
 RY0290* NAD 83(1986)-  46 22 50.     (N)    115 18 58.     (W)     SCALED    
 RY0290* NAVD 88     -      1297.962  (meters)    4258.40   (feet)  ADJUSTED  
 RY0290  ___________________________________________________________________
 RY0290  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 RY0290  DYNAMIC HT  -        1297.652 (meters)    4257.38  (feet)  COMP
 RY0290  MODELED GRAV-     980,331.2   (mgal)                       NAVD 88
 RY0290
 RY0290  VERT ORDER  -  FIRST     CLASS II
 RY0290
 RY0290.The horizontal coordinates were scaled from a topographic map and have
 RY0290.an estimated accuracy of +/- 6 seconds.
 RY0290
 RY0290.The orthometric height was determined by differential leveling
 RY0290.and adjusted by the National Geodetic Survey in June 1991..
 RY0290
 RY0290.The geoid height was determined by GEOID03.
 RY0290
 RY0290.The dynamic height is computed by dividing the NAVD 88
 RY0290.geopotential number by the normal gravity value computed on the
 RY0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0290.degrees latitude (g = 980.6199 gals.).
 RY0290
 RY0290.The modeled gravity was interpolated from observed gravity values.
 RY0290
 RY0290;                    North         East    Units  Estimated Accuracy
 RY0290;SPC ID W     -   523,830.      833,380.      MT  (+/- 180 meters Scaled)
 RY0290
 RY0290                          SUPERSEDED SURVEY CONTROL
 RY0290
 RY0290  NGVD 29 (??/??/92) 1296.769  (m)         4254.48   (f) ADJ UNCH    1 2
 RY0290
 RY0290.Superseded values are not recommended for survey control.
 RY0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0290.See file dsdata.txt to determine how the superseded data were derived.
 RY0290
 RY0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM294377(NAD 83)
 RY0290_MARKER: DB = BENCH MARK DISK
 RY0290_SETTING: 80 = SET IN A BOULDER
 RY0290_STAMPING: K 61 1950
 RY0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0290+STABILITY: SURFACE MOTION
 RY0290
 RY0290  HISTORY     - Date     Condition        Report By
 RY0290  HISTORY     - 1950     MONUMENTED       CGS
 RY0290
 RY0290                          STATION DESCRIPTION
 RY0290
 RY0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0290'4.3 MI N FROM LOCHSA RANGER STATION.
 RY0290'1.3 MILES EAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER STATION,
 RY0290'THENCE 3.0 MILES NORTH ALONG FOREST SERVICE TRAIL NO. 203, 110 FEET
 RY0290'NORTH OF THE APPROXIMATE CENTER OF A SMALL STREAM, ON THE WEST SLOPE
 RY0290'OF A HILL, 63 FEET SOUTH OF THE CENTER OF A FOOT BRIDGE OVER ANOTHER
 RY0290'AND SMALLER STREAM, 42 FEET NORTHWEST OF A 58-INCH DEAD TREE, 5 FEET
 RY0290'EAST OF THE TRAIL, ABOUT 2 FEET HIGHER THAN THE TRAIL, IN THE TOP OF A
 RY0290'GRANITE BOULDER MARKED BY A PAINTED B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0242 ***********************************************************************
 RY0242  DESIGNATION -  K 62
 RY0242  PID         -  RY0242
 RY0242  STATE/COUNTY-  ID/IDAHO
 RY0242  USGS QUAD   -  ROCKY POINT (1994)
 RY0242
 RY0242                         *CURRENT SURVEY CONTROL
 RY0242  ___________________________________________________________________
 RY0242* NAD 83(1986)-  46 33 50.     (N)    114 38 47.     (W)     SCALED    
 RY0242* NAVD 88     -      1143.349  (meters)    3751.14   (feet)  ADJUSTED  
 RY0242  ___________________________________________________________________
 RY0242  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 RY0242  DYNAMIC HT  -        1143.026 (meters)    3750.08  (feet)  COMP
 RY0242  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 RY0242
 RY0242  VERT ORDER  -  FIRST     CLASS II
 RY0242
 RY0242.The horizontal coordinates were scaled from a topographic map and have
 RY0242.an estimated accuracy of +/- 6 seconds.
 RY0242
 RY0242.The orthometric height was determined by differential leveling
 RY0242.and adjusted by the National Geodetic Survey in June 1991..
 RY0242
 RY0242.The geoid height was determined by GEOID03.
 RY0242
 RY0242.The dynamic height is computed by dividing the NAVD 88
 RY0242.geopotential number by the normal gravity value computed on the
 RY0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0242.degrees latitude (g = 980.6199 gals.).
 RY0242
 RY0242.The modeled gravity was interpolated from observed gravity values.
 RY0242
 RY0242;                    North         East    Units  Estimated Accuracy
 RY0242;SPC ID W     -   544,710.      884,610.      MT  (+/- 180 meters Scaled)
 RY0242
 RY0242                          SUPERSEDED SURVEY CONTROL
 RY0242
 RY0242  NGVD 29 (??/??/92) 1142.116  (m)         3747.09   (f) ADJ UNCH    1 2
 RY0242
 RY0242.Superseded values are not recommended for survey control.
 RY0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0242.See file dsdata.txt to determine how the superseded data were derived.
 RY0242
 RY0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM803593(NAD 83)
 RY0242_MARKER: DB = BENCH MARK DISK
 RY0242_SETTING: 66 = SET IN ROCK OUTCROP
 RY0242_SP_SET: ROCK CUT
 RY0242_STAMPING: K 62 1950
 RY0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0242+STABILITY: POSITION/ELEVATION WELL
 RY0242
 RY0242  HISTORY     - Date     Condition        Report By
 RY0242  HISTORY     - 1950     MONUMENTED       CGS
 RY0242  HISTORY     - 1964     MARK NOT FOUND   USGS
 RY0242  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0242
 RY0242                          STATION DESCRIPTION
 RY0242
 RY0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0242'7.0 MI NE FROM POWELL RANGER STATION.
 RY0242'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0242'STATION, THENCE 6.1 MILES NORTHEAST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0242'SET VERTICALLY IN A ROCK CUT BANK, 48.6 FEET NORTHEAST OF THE
 RY0242'NORTHWEST END OF A 36-INCH CORRUGATED METAL PIPE CULVERT, 34 FEET
 RY0242'NORTH OF AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE, 13 FEET
 RY0242'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER
 RY0242'THAN THE HIGHWAY.
 RY0242
 RY0242                          STATION RECOVERY (1964)
 RY0242
 RY0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RY0242'MARK NOT FOUND.
 RY0242
 RY0242                          STATION RECOVERY (1980)
 RY0242
 RY0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0242'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0302 ***********************************************************************
 RY0302  DESIGNATION -  K 63
 RY0302  PID         -  RY0302
 RY0302  STATE/COUNTY-  ID/IDAHO
 RY0302  USGS QUAD   -  HOLLY CREEK (1994)
 RY0302
 RY0302                         *CURRENT SURVEY CONTROL
 RY0302  ___________________________________________________________________
 RY0302* NAD 83(1986)-  46 23 14.     (N)    115 13 55.     (W)     SCALED    
 RY0302* NAVD 88     -       713.934  (meters)    2342.30   (feet)  POSTED    
 RY0302  ___________________________________________________________________
 RY0302  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 RY0302  DYNAMIC HT  -         713.810 (meters)    2341.89  (feet)  COMP
 RY0302  MODELED GRAV-     980,419.2   (mgal)                       NAVD 88
 RY0302
 RY0302  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0302
 RY0302.The horizontal coordinates were scaled from a topographic map and have
 RY0302.an estimated accuracy of +/- 6 seconds.
 RY0302
 RY0302.The orthometric height was determined by differential leveling
 RY0302.and adjusted by the National Geodetic Survey in 1992..
 RY0302.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0302.rate of 1.1 thru 2.0 mm/km.
 RY0302
 RY0302.The geoid height was determined by GEOID03.
 RY0302
 RY0302.The dynamic height is computed by dividing the NAVD 88
 RY0302.geopotential number by the normal gravity value computed on the
 RY0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0302.degrees latitude (g = 980.6199 gals.).
 RY0302
 RY0302.The modeled gravity was interpolated from observed gravity values.
 RY0302
 RY0302;                    North         East    Units  Estimated Accuracy
 RY0302;SPC ID W     -   524,610.      839,850.      MT  (+/- 180 meters Scaled)
 RY0302
 RY0302                          SUPERSEDED SURVEY CONTROL
 RY0302
 RY0302  NGVD 29 (??/??/92)  712.803  (m)         2338.59   (f) ADJ UNCH    1 2
 RY0302
 RY0302.Superseded values are not recommended for survey control.
 RY0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0302.See file dsdata.txt to determine how the superseded data were derived.
 RY0302
 RY0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM359385(NAD 83)
 RY0302_MARKER: DB = BENCH MARK DISK
 RY0302_SETTING: 80 = SET IN A BOULDER
 RY0302_STAMPING: K 63 1950
 RY0302_MARK LOGO: CGS   
 RY0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0302+STABILITY: SURFACE MOTION
 RY0302
 RY0302  HISTORY     - Date     Condition        Report By
 RY0302  HISTORY     - 1950     MONUMENTED       CGS
 RY0302  HISTORY     - 1956     GOOD             NGS
 RY0302  HISTORY     - 1980     GOOD             NGS
 RY0302
 RY0302                          STATION DESCRIPTION
 RY0302
 RY0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0302'7.9 MI NE FROM LOCHSA RANGER STATION.
 RY0302'7.9 MILES NORTHEAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER
 RY0302'STATION, 0.5 MILE SOUTH OF SHORT CREEK, 0.3 MILE NORTHEAST OF BALD
 RY0302'MOUNTAIN CREEK, AT THE APPROXIMATE CENTER AND ON THE OUTSIDE OF A LONG
 RY0302'SHARP BEND IN THE RIVER, 53 FEET EAST OF A FORKED 36-INCH CEDAR TREE
 RY0302'MARKED BY A TRIANGULAR BLAZE, IN THE TOP OF A LARGE GRANITE BOULDER
 RY0302'PROJECTING ABOUT 5 FEET OUT OF THE RIVER AT LOW WATER, 17 FEET
 RY0302'SOUTHEAST OF THE NORTHWEST BANK OF THE RIVER, AND MARKED BY A PAINTED
 RY0302'B M.
 RY0302
 RY0302                          STATION RECOVERY (1956)
 RY0302
 RY0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0302'RECOVERED IN GOOD CONDITION.
 RY0302
 RY0302                          STATION RECOVERY (1980)
 RY0302
 RY0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0302'12.0 KILOMETER (7.45 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0302'LOCHSA RANGER STATION, 0.5 KILOMETER (0.3 MILE) NORTH OF BALD
 RY0302'MOUNTAIN CREEK, 0.4 KILOMETER (0.25 MILE) SOUTHWEST OF HIGHWAY
 RY0302'MILEPOST 129, SET IN TOP OF THE HIGHEST POINT OF A 3.5 X 4 METER
 RY0302'(12 X 13 FOOT) SLOPING GRANITE BOULDER ON THE WEST BANK OF THE LOCHSA
 RY0302'RIVER, 25.3 METERS (83.0 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 RY0302'33.0 METERS (108 FEET) SOUTH OF A 75-CENTIMETER (30-INCH) DIAMETER
 RY0302'CEDAR TREE, 5.0 METERS (16.4 FEET) EAST OF THE WEST EDGE OF THE
 RY0302'RIVER AT LOW WATER, 1.25 METERS (4.1 FEET) SOUTH OF THE NORTH EDGE OF
 RY0302'THE BOULDER, 0.15 METER (0.5 FOOT) EAST OF THE WEST EDGE OF THE
 RY0302'BOULDER, 1.8 METERS (6.0 FEET) ABOVE LOW WATER LEVEL.
 RY0302'NOTE--NOT LEVELED THIS SURVEY, UNDER WATER.
 RY0302'THE MARK IS 4.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0611 ***********************************************************************
 NV0611  DESIGNATION -  K 66
 NV0611  PID         -  NV0611
 NV0611  STATE/COUNTY-  ID/OWYHEE
 NV0611  USGS QUAD   -  THREE CREEK (1979)
 NV0611
 NV0611                         *CURRENT SURVEY CONTROL
 NV0611  ___________________________________________________________________
 NV0611* NAD 83(1986)-  42 05 27.     (N)    115 14 19.     (W)     SCALED    
 NV0611* NAVD 88     -      1628.841  (meters)    5343.96   (feet)  ADJUSTED  
 NV0611  ___________________________________________________________________
 NV0611  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 NV0611  DYNAMIC HT  -        1627.667 (meters)    5340.10  (feet)  COMP
 NV0611  MODELED GRAV-     979,843.8   (mgal)                       NAVD 88
 NV0611
 NV0611  VERT ORDER  -  SECOND    CLASS 0
 NV0611
 NV0611.The horizontal coordinates were scaled from a topographic map and have
 NV0611.an estimated accuracy of +/- 6 seconds.
 NV0611
 NV0611.The orthometric height was determined by differential leveling
 NV0611.and adjusted by the National Geodetic Survey in June 1991..
 NV0611
 NV0611.The geoid height was determined by GEOID03.
 NV0611
 NV0611.The dynamic height is computed by dividing the NAVD 88
 NV0611.geopotential number by the normal gravity value computed on the
 NV0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0611.degrees latitude (g = 980.6199 gals.).
 NV0611
 NV0611.The modeled gravity was interpolated from observed gravity values.
 NV0611
 NV0611;                    North         East    Units  Estimated Accuracy
 NV0611;SPC ID W     -    47,240.      842,310.      MT  (+/- 180 meters Scaled)
 NV0611
 NV0611                          SUPERSEDED SURVEY CONTROL
 NV0611
 NV0611  NGVD 29 (??/??/92) 1627.700  (m)         5340.21   (f) ADJ UNCH    2 0
 NV0611
 NV0611.Superseded values are not recommended for survey control.
 NV0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0611.See file dsdata.txt to determine how the superseded data were derived.
 NV0611
 NV0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG456613(NAD 83)
 NV0611_MARKER: DB = BENCH MARK DISK
 NV0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0611_STAMPING: K 66 1934
 NV0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0611+STABILITY: SURFACE MOTION
 NV0611
 NV0611  HISTORY     - Date     Condition        Report By
 NV0611  HISTORY     - 1934     MONUMENTED       CGS
 NV0611  HISTORY     - 1974     MARK NOT FOUND   USGS
 NV0611
 NV0611                          STATION DESCRIPTION
 NV0611
 NV0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0611'4.6 MI S FROM THREE CREEK.
 NV0611'4.6 MILES SOUTH ALONG THE ROAD LEADING TO JARBIDGE, NEVADA, FROM THE
 NV0611'POST OFFICE AT THREE CREEK, OWYHEE COUNTY, 0.3 MILE NORTH OF A LARGE
 NV0611'BROWN FARMHOUSE WEST OF THE ROAD, 37 FEET WEST OF THE CENTERLINE OF
 NV0611'THE ROAD, AND 3 FEET EAST OF A FENCE LINE.  A STANDARD DISK, STAMPED K
 NV0611'66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NV0611
 NV0611                          STATION RECOVERY (1974)
 NV0611
 NV0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0167 ***********************************************************************
 NV0167  DESIGNATION -  K 67
 NV0167  PID         -  NV0167
 NV0167  STATE/COUNTY-  ID/TWIN FALLS
 NV0167  USGS QUAD   -  METEOR (1978)
 NV0167
 NV0167                         *CURRENT SURVEY CONTROL
 NV0167  ___________________________________________________________________
 NV0167* NAD 83(1986)-  42 03 57.     (N)    114 40 34.     (W)     SCALED    
 NV0167* NAVD 88     -      1661.289  (meters)    5450.41   (feet)  ADJUSTED  
 NV0167  ___________________________________________________________________
 NV0167  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 NV0167  DYNAMIC HT  -        1660.118 (meters)    5446.57  (feet)  COMP
 NV0167  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 NV0167
 NV0167  VERT ORDER  -  SECOND    CLASS 0
 NV0167
 NV0167.The horizontal coordinates were scaled from a topographic map and have
 NV0167.an estimated accuracy of +/- 6 seconds.
 NV0167
 NV0167.The orthometric height was determined by differential leveling
 NV0167.and adjusted by the National Geodetic Survey in June 1991..
 NV0167
 NV0167.The geoid height was determined by GEOID03.
 NV0167
 NV0167.The dynamic height is computed by dividing the NAVD 88
 NV0167.geopotential number by the normal gravity value computed on the
 NV0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0167.degrees latitude (g = 980.6199 gals.).
 NV0167
 NV0167.The modeled gravity was interpolated from observed gravity values.
 NV0167
 NV0167;                    North         East    Units  Estimated Accuracy
 NV0167;SPC ID C     -    44,560.      444,040.      MT  (+/- 180 meters Scaled)
 NV0167
 NV0167                          SUPERSEDED SURVEY CONTROL
 NV0167
 NV0167  NGVD 29 (??/??/92) 1660.152  (m)         5446.68   (f) ADJ UNCH    2 0
 NV0167
 NV0167.Superseded values are not recommended for survey control.
 NV0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0167.See file dsdata.txt to determine how the superseded data were derived.
 NV0167
 NV0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG922596(NAD 83)
 NV0167_MARKER: DB = BENCH MARK DISK
 NV0167_SETTING: 66 = SET IN ROCK OUTCROP
 NV0167_SP_SET: ROCK OUTCROP
 NV0167_STAMPING: K 67 1934
 NV0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0167+STABILITY: POSITION/ELEVATION WELL
 NV0167
 NV0167  HISTORY     - Date     Condition        Report By
 NV0167  HISTORY     - 1934     MONUMENTED       CGS
 NV0167  HISTORY     - 1973     GOOD             USGS
 NV0167
 NV0167                          STATION DESCRIPTION
 NV0167
 NV0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0167'8.2 MI N FROM IDAVADA.
 NV0167'8.2 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE STATION
 NV0167'SIGN AT IDAVADA, TWIN FALLS COUNTY, 210 FEET SOUTHEAST OF MILEPOST 42,
 NV0167'21 FEET EAST OF THE CENTERLINE OF THE TRACK, IN AN OUTCROP OF ROCK
 NV0167'FLUSH WITH THE GROUND, AND ABOUT 4 FEET LOWER THAN THE RAIL.  A
 NV0167'STANDARD DISK, STAMPED K 67 1934.
 NV0167
 NV0167                          STATION RECOVERY (1973)
 NV0167
 NV0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NV0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0181 ***********************************************************************
 NT0181  DESIGNATION -  K 67
 NT0181  PID         -  NT0181
 NT0181  STATE/COUNTY-  ID/LINCOLN
 NT0181  USGS QUAD   -  THAYNE WEST (1980)
 NT0181
 NT0181                         *CURRENT SURVEY CONTROL
 NT0181  ___________________________________________________________________
 NT0181* NAD 83(1986)-  42 57 15.     (N)    111 00 45.     (W)     SCALED    
 NT0181* NAVD 88     -      1788.599  (meters)    5868.10   (feet)  ADJUSTED  
 NT0181  ___________________________________________________________________
 NT0181  GEOID HEIGHT-         -10.84  (meters)                     GEOID03
 NT0181  DYNAMIC HT  -        1787.364 (meters)    5864.04  (feet)  COMP
 NT0181  MODELED GRAV-     979,867.1   (mgal)                       NAVD 88
 NT0181
 NT0181  VERT ORDER  -  SECOND    CLASS 0
 NT0181
 NT0181.The horizontal coordinates were scaled from a topographic map and have
 NT0181.an estimated accuracy of +/- 6 seconds.
 NT0181
 NT0181.The orthometric height was determined by differential leveling
 NT0181.and adjusted by the National Geodetic Survey in June 1991..
 NT0181
 NT0181.The geoid height was determined by GEOID03.
 NT0181
 NT0181.The dynamic height is computed by dividing the NAVD 88
 NT0181.geopotential number by the normal gravity value computed on the
 NT0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0181.degrees latitude (g = 980.6199 gals.).
 NT0181
 NT0181.The modeled gravity was interpolated from observed gravity values.
 NT0181
 NT0181;                    North         East    Units  Estimated Accuracy
 NT0181;SPC ID C     -   147,340.      743,780.      MT  (+/- 180 meters Scaled)
 NT0181
 NT0181                          SUPERSEDED SURVEY CONTROL
 NT0181
 NT0181  NGVD 29 (??/??/92) 1787.347  (m)         5863.99   (f) ADJ UNCH    2 0
 NT0181
 NT0181.Superseded values are not recommended for survey control.
 NT0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0181.See file dsdata.txt to determine how the superseded data were derived.
 NT0181
 NT0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN989557(NAD 83)
 NT0181_MARKER: DB = BENCH MARK DISK
 NT0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0181_STAMPING: K 67 1934
 NT0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0181+STABILITY: SURFACE MOTION
 NT0181
 NT0181  HISTORY     - Date     Condition        Report By
 NT0181  HISTORY     - 1934     MONUMENTED       CGS
 NT0181  HISTORY     - 1974     MARK NOT FOUND   USGS
 NT0181
 NT0181                          STATION DESCRIPTION
 NT0181
 NT0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0181'3.4 MI S FROM FREEDOM.
 NT0181'3.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0181'FREEDOM, LINCOLN COUNTY, 600 FEET SOUTHEAST OF THE H.M. CROFT
 NT0181'FARMHOUSE, 300 FEET SOUTH OF THE WEST POINT OF A RIDGE AROUND WHICH
 NT0181'THE HIGHWAY JOGS TO THE WEST, 162 FEET NORTHWEST OF THE SOUTHWEST END
 NT0181'OF AN IRRIGATION CULVERT UNDER THE HIGHWAY, 126 FEET SOUTH OF THE WEST
 NT0181'END OF A SMALL CULVERT UNDER THE HIGHWAY, 50 FEET SOUTHWEST OF THE
 NT0181'CENTER LINE OF THE HIGHWAY, AND 3 FEET NORTHWEST OF A POLE.  A
 NT0181'STANDARD DISK, STAMPED K 67 1934 AND SET IN THE TOP OF A CONCRETE
 NT0181'POST.
 NT0181
 NT0181                          STATION RECOVERY (1974)
 NT0181
 NT0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NT0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0077 ***********************************************************************
 NV0077  DESIGNATION -  K 68
 NV0077  PID         -  NV0077
 NV0077  STATE/COUNTY-  ID/TWIN FALLS
 NV0077  USGS QUAD   -  KIMBERLY (1992)
 NV0077
 NV0077                         *CURRENT SURVEY CONTROL
 NV0077  ___________________________________________________________________
 NV0077* NAD 83(1986)-  42 32 10.     (N)    114 21 40.     (W)     SCALED    
 NV0077* NAVD 88     -      1196.046  (meters)    3924.03   (feet)  ADJUSTED  
 NV0077  ___________________________________________________________________
 NV0077  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 NV0077  DYNAMIC HT  -        1195.390 (meters)    3921.88  (feet)  COMP
 NV0077  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 NV0077
 NV0077  VERT ORDER  -  SECOND    CLASS 0
 NV0077
 NV0077.The horizontal coordinates were scaled from a topographic map and have
 NV0077.an estimated accuracy of +/- 6 seconds.
 NV0077
 NV0077.The orthometric height was determined by differential leveling
 NV0077.and adjusted by the National Geodetic Survey in June 1991..
 NV0077
 NV0077.The geoid height was determined by GEOID03.
 NV0077
 NV0077.The dynamic height is computed by dividing the NAVD 88
 NV0077.geopotential number by the normal gravity value computed on the
 NV0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0077.degrees latitude (g = 980.6199 gals.).
 NV0077
 NV0077.The modeled gravity was interpolated from observed gravity values.
 NV0077
 NV0077;                    North         East    Units  Estimated Accuracy
 NV0077;SPC ID C     -    96,630.      470,340.      MT  (+/- 180 meters Scaled)
 NV0077
 NV0077                          SUPERSEDED SURVEY CONTROL
 NV0077
 NV0077  NGVD 29 (??/??/92) 1195.125  (m)         3921.01   (f) ADJ UNCH    2 0
 NV0077
 NV0077.Superseded values are not recommended for survey control.
 NV0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0077.See file dsdata.txt to determine how the superseded data were derived.
 NV0077
 NV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH167126(NAD 83)
 NV0077_MARKER: DB = BENCH MARK DISK
 NV0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0077_STAMPING: K 68 1934
 NV0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0077+STABILITY: SURFACE MOTION
 NV0077
 NV0077  HISTORY     - Date     Condition        Report By
 NV0077  HISTORY     - 1934     MONUMENTED       CGS
 NV0077  HISTORY     - 1963     MARK NOT FOUND   NGS
 NV0077  HISTORY     - 1978     MARK NOT FOUND   USGS
 NV0077
 NV0077                          STATION DESCRIPTION
 NV0077
 NV0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0077'IN KIMBERLY.
 NV0077'AT KIMBERLY, TWIN FALLS COUNTY, ABOUT 353 FEET WEST OF MILEPOST 53, AT
 NV0077'THE PUBLIC SCHOOL BUILDING, ABOUT 475 FEET NORTHEAST OF THE NORTHEAST
 NV0077'CORNER OF THE BUILDING, AND 51 FEET SOUTH OF THE CENTER LINE OF THE
 NV0077'TRACK.  A STANDARD DISK, STAMPED K 68 1934 AND SET IN THE TOP OF A
 NV0077'CONCRETE POST.
 NV0077
 NV0077                          STATION RECOVERY (1963)
 NV0077
 NV0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NV0077'MARK NOT FOUND.
 NV0077
 NV0077                          STATION RECOVERY (1978)
 NV0077
 NV0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0296 ***********************************************************************
 NV0296  DESIGNATION -  K 69
 NV0296  PID         -  NV0296
 NV0296  STATE/COUNTY-  ID/GOODING
 NV0296  USGS QUAD   -  TUTTLE (1992)
 NV0296
 NV0296                         *CURRENT SURVEY CONTROL
 NV0296  ___________________________________________________________________
 NV0296* NAD 83(1986)-  42 47 53.     (N)    114 45 19.     (W)     SCALED    
 NV0296* NAVD 88     -      1033.207  (meters)    3389.78   (feet)  ADJUSTED  
 NV0296  ___________________________________________________________________
 NV0296  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 NV0296  DYNAMIC HT  -        1032.712 (meters)    3388.16  (feet)  COMP
 NV0296  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 NV0296
 NV0296  VERT ORDER  -  SECOND    CLASS 0
 NV0296
 NV0296.The horizontal coordinates were scaled from a topographic map and have
 NV0296.an estimated accuracy of +/- 6 seconds.
 NV0296
 NV0296.The orthometric height was determined by differential leveling
 NV0296.and adjusted by the National Geodetic Survey in June 1991..
 NV0296
 NV0296.The geoid height was determined by GEOID03.
 NV0296
 NV0296.The dynamic height is computed by dividing the NAVD 88
 NV0296.geopotential number by the normal gravity value computed on the
 NV0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0296.degrees latitude (g = 980.6199 gals.).
 NV0296
 NV0296.The modeled gravity was interpolated from observed gravity values.
 NV0296
 NV0296;                    North         East    Units  Estimated Accuracy
 NV0296;SPC ID C     -   125,940.      438,220.      MT  (+/- 180 meters Scaled)
 NV0296
 NV0296                          SUPERSEDED SURVEY CONTROL
 NV0296
 NV0296  NGVD 29 (??/??/92) 1032.369  (m)         3387.03   (f) ADJ UNCH    2 0
 NV0296
 NV0296.Superseded values are not recommended for survey control.
 NV0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0296.See file dsdata.txt to determine how the superseded data were derived.
 NV0296
 NV0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH835408(NAD 83)
 NV0296_MARKER: DB = BENCH MARK DISK
 NV0296_SETTING: 66 = SET IN ROCK OUTCROP
 NV0296_SP_SET: LAVA OUTCROP
 NV0296_STAMPING: K 69 1934
 NV0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0296+STABILITY: POSITION/ELEVATION WELL
 NV0296
 NV0296  HISTORY     - Date     Condition        Report By
 NV0296  HISTORY     - 1934     MONUMENTED       CGS
 NV0296  HISTORY     - 1971     GOOD             NGS
 NV0296  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NV0296  HISTORY     - 19920713 MARK NOT FOUND   NGS
 NV0296
 NV0296                          STATION DESCRIPTION
 NV0296
 NV0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NV0296'3.5 MI NW FROM WENDELL.
 NV0296'3.4 MILES NORTHWEST ALONG INTERSTATE 80N FROM THE JUNCTION OF
 NV0296'INTERSTATE 80N, AND STATE HIGHWAY 46, WHICH IS 0.5 MILE SOUTH OF
 NV0296'WENDELL, JUST NORTH OF AN OVERPASS, 200 FEET OF HIGHWAY MILE POST 164,
 NV0296'75 FEET WEST OF RAILROAD MILEPOST 60, AND 45 FEET SOUTHWEST OF THE
 NV0296'NEAREST RAIL SET IN A LAVA OUTCROP THAT PROJECTS 3 INCHES. NOTE--
 NV0296'AZIMUTH MARK FOR TRAVERSE STATION IDA 80-100 1959.
 NV0296
 NV0296                          STATION RECOVERY (1990)
 NV0296
 NV0296'RECOVERY NOTE BY US POWER SQUADRON 1990 (SGO)
 NV0296'MARK NOT FOUND.
 NV0296
 NV0296                          STATION RECOVERY (1992)
 NV0296
 NV0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0296'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0036 ***********************************************************************
 OY0036  DESIGNATION -  K 7
 OY0036  PID         -  OY0036
 OY0036  STATE/COUNTY-  ID/JEFFERSON
 OY0036  USGS QUAD   -  LEWISVILLE (1979)
 OY0036
 OY0036                         *CURRENT SURVEY CONTROL
 OY0036  ___________________________________________________________________
 OY0036* NAD 83(1986)-  43 39 05.     (N)    112 05 15.     (W)     SCALED    
 OY0036* NAVD 88     -      1454.286  (meters)    4771.27   (feet)  ADJUSTED  
 OY0036  ___________________________________________________________________
 OY0036  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 OY0036  DYNAMIC HT  -        1453.549 (meters)    4768.85  (feet)  COMP
 OY0036  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 OY0036
 OY0036  VERT ORDER  -  FIRST     CLASS II
 OY0036
 OY0036.The horizontal coordinates were scaled from a topographic map and have
 OY0036.an estimated accuracy of +/- 6 seconds.
 OY0036
 OY0036.The orthometric height was determined by differential leveling
 OY0036.and adjusted by the National Geodetic Survey in December 1992..
 OY0036
 OY0036.The geoid height was determined by GEOID03.
 OY0036
 OY0036.The dynamic height is computed by dividing the NAVD 88
 OY0036.geopotential number by the normal gravity value computed on the
 OY0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0036.degrees latitude (g = 980.6199 gals.).
 OY0036
 OY0036.The modeled gravity was interpolated from observed gravity values.
 OY0036
 OY0036;                    North         East    Units  Estimated Accuracy
 OY0036;SPC ID E     -   220,470.      206,390.      MT  (+/- 180 meters Scaled)
 OY0036
 OY0036                          SUPERSEDED SURVEY CONTROL
 OY0036
 OY0036  NAVD 88 (06/15/91) 1454.284  (m)         4771.26   (f) UNKNOWN     1 2
 OY0036  NGVD 29 (08/20/92) 1453.210  (m)         4767.74   (f) ADJUSTED    1 2
 OY0036
 OY0036.Superseded values are not recommended for survey control.
 OY0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0036.See file dsdata.txt to determine how the superseded data were derived.
 OY0036
 OY0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP123337(NAD 83)
 OY0036_MARKER: DB = BENCH MARK DISK
 OY0036_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OY0036_SP_SET: METAL PIPE IMBEDDED IN GROUND
 OY0036_STAMPING: 4768.4 1906
 OY0036_MARK LOGO: CGS   
 OY0036_MAGNETIC: P = MARKER IS A STEEL PIPE
 OY0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OY0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0036+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 OY0036
 OY0036  HISTORY     - Date     Condition        Report By
 OY0036  HISTORY     - UNK      MONUMENTED       CGS
 OY0036  HISTORY     - 1967     GOOD             NGS
 OY0036  HISTORY     - 19920625 GOOD             NGS
 OY0036
 OY0036                          STATION DESCRIPTION
 OY0036
 OY0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0036'5.2 MI S FROM ROBERTS.
 OY0036'5.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0036'ROBERTS, 5 POLES SOUTHEAST OF MILE POLE 197, AT THE CROSSING OF A
 OY0036'PRIVATE ROAD, 98.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 8 FEET NORTH
 OY0036'OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTHWEST OF A POWER POLE,
 OY0036'3 FEET SOUTHEAST OF A FENCE CORNER POST, 1.0 FOOT SOUTH OF A WITNESS
 OY0036'POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SCREWED ON THE TOP OF A 3
 OY0036'1/2-INCH IRON PIPE 0.9 FOOT UNDERGROUND.
 OY0036
 OY0036                          STATION RECOVERY (1992)
 OY0036
 OY0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0036'8.6 KM (5.35 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 OY0036'JUNCTION OF STATE HIGHWAY 48 IN ROBERTS, 29.7 M (97.4 FT) EAST OF THE
 OY0036'NEAR RAIL, 3.0 M (9.8 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 0.6
 OY0036'M (2.0 FT) SOUTHWEST OF A UTILITY POLE, 0.6 M (2.0 FT) SOUTHEAST OF A
 OY0036'FENCE CORNER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M
 OY0036'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--THE DISK IS
 OY0036'AFFIXED TO A 4-INCH METAL PIPE AND IS RECESSED 0.3 M (1.0 FT) BELOW
 OY0036'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0593 ***********************************************************************
 NV0593  DESIGNATION -  K 70
 NV0593  PID         -  NV0593
 NV0593  STATE/COUNTY-  ID/OWYHEE
 NV0593  USGS QUAD   -  JUNIPER BUTTE (1980)
 NV0593
 NV0593                         *CURRENT SURVEY CONTROL
 NV0593  ___________________________________________________________________
 NV0593* NAD 83(1986)-  42 17 02.     (N)    115 18 58.     (W)     SCALED    
 NV0593* NAVD 88     -      1582.950  (meters)    5193.40   (feet)  ADJUSTED  
 NV0593  ___________________________________________________________________
 NV0593  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 NV0593  DYNAMIC HT  -        1581.895 (meters)    5189.93  (feet)  COMP
 NV0593  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 NV0593
 NV0593  VERT ORDER  -  SECOND    CLASS 0
 NV0593
 NV0593.The horizontal coordinates were scaled from a topographic map and have
 NV0593.an estimated accuracy of +/- 6 seconds.
 NV0593
 NV0593.The orthometric height was determined by differential leveling
 NV0593.and adjusted by the National Geodetic Survey in June 1991..
 NV0593
 NV0593.The geoid height was determined by GEOID03.
 NV0593
 NV0593.The dynamic height is computed by dividing the NAVD 88
 NV0593.geopotential number by the normal gravity value computed on the
 NV0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0593.degrees latitude (g = 980.6199 gals.).
 NV0593
 NV0593.The modeled gravity was interpolated from observed gravity values.
 NV0593
 NV0593;                    North         East    Units  Estimated Accuracy
 NV0593;SPC ID W     -    68,640.      835,790.      MT  (+/- 180 meters Scaled)
 NV0593
 NV0593                          SUPERSEDED SURVEY CONTROL
 NV0593
 NV0593  NGVD 29 (??/??/92) 1581.860  (m)         5189.82   (f) ADJ UNCH    2 0
 NV0593
 NV0593.Superseded values are not recommended for survey control.
 NV0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0593.See file dsdata.txt to determine how the superseded data were derived.
 NV0593
 NV0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG388826(NAD 83)
 NV0593_MARKER: DB = BENCH MARK DISK
 NV0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0593_STAMPING: K 70 1934
 NV0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0593+STABILITY: SURFACE MOTION
 NV0593
 NV0593  HISTORY     - Date     Condition        Report By
 NV0593  HISTORY     - 1934     MONUMENTED       CGS
 NV0593  HISTORY     - 1974     GOOD             USGS
 NV0593
 NV0593                          STATION DESCRIPTION
 NV0593
 NV0593'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NV0593'11.9 MI SE FROM CLOVER FLAT.
 NV0593'5.4 MI. SOUTH ALONG THE CLOVER-THREE CREEK ROAD FROM THE BRIDGE OVER
 NV0593'CLOVER CREEK AT CLOVER FLAT. THENCE 6.5 MI. SOUTHEAST ALONG A TRACK
 NV0593'ROAD, ON TOP OF A LOW RIDGE, ABOUT 222 FT. NORTH OF A SMALL DRY WASH,
 NV0593'AND 31 FT. EAST OF THE CENTER LINE OF THE ROAD. SET IN THE TOP OF A
 NV0593'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0754 ***********************************************************************
 NV0754  DESIGNATION -  K 71
 NV0754  PID         -  NV0754
 NV0754  STATE/COUNTY-  ID/OWYHEE
 NV0754  USGS QUAD   -  BRUNEAU (1992)
 NV0754
 NV0754                         *CURRENT SURVEY CONTROL
 NV0754  ___________________________________________________________________
 NV0754* NAD 83(1986)-  42 53 38.     (N)    115 51 52.     (W)     SCALED    
 NV0754* NAVD 88     -       770.099  (meters)    2526.57   (feet)  ADJUSTED  
 NV0754  ___________________________________________________________________
 NV0754  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 NV0754  DYNAMIC HT  -         769.757 (meters)    2525.44  (feet)  COMP
 NV0754  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 NV0754
 NV0754  VERT ORDER  -  SECOND    CLASS 0
 NV0754
 NV0754.The horizontal coordinates were scaled from a topographic map and have
 NV0754.an estimated accuracy of +/- 6 seconds.
 NV0754
 NV0754.The orthometric height was determined by differential leveling
 NV0754.and adjusted by the National Geodetic Survey in June 1991..
 NV0754
 NV0754.The geoid height was determined by GEOID03.
 NV0754
 NV0754.The dynamic height is computed by dividing the NAVD 88
 NV0754.geopotential number by the normal gravity value computed on the
 NV0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0754.degrees latitude (g = 980.6199 gals.).
 NV0754
 NV0754.The modeled gravity was interpolated from observed gravity values.
 NV0754
 NV0754;                    North         East    Units  Estimated Accuracy
 NV0754;SPC ID W     -   136,320.      790,650.      MT  (+/- 180 meters Scaled)
 NV0754
 NV0754                          SUPERSEDED SURVEY CONTROL
 NV0754
 NV0754  NGVD 29 (??/??/92)  769.223  (m)         2523.69   (f) ADJ UNCH    2 0
 NV0754
 NV0754.Superseded values are not recommended for survey control.
 NV0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0754.See file dsdata.txt to determine how the superseded data were derived.
 NV0754
 NV0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH927496(NAD 83)
 NV0754_MARKER: DB = BENCH MARK DISK
 NV0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0754_STAMPING: K 71 1934
 NV0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0754+STABILITY: SURFACE MOTION
 NV0754
 NV0754  HISTORY     - Date     Condition        Report By
 NV0754  HISTORY     - 1934     MONUMENTED       CGS
 NV0754  HISTORY     - 1962     GOOD             NGS
 NV0754
 NV0754                          STATION DESCRIPTION
 NV0754
 NV0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NV0754'3.6 MI NW FROM BRUNEAU.
 NV0754'3.6 MILES NORTHWEST ALONG THE GRAND VIEW-BRUNEAU HIGHWAY FROM THE
 NV0754'AMERICAN SERVICE STATION AT BRUNEAU, 130 FEET SOUTHWEST OF THE
 NV0754'INTERSECTION OF THE GRAND VIEW-BRUNEAU HIGHWAY AND A TRACK ROAD GOING
 NV0754'NORTH, 110 FEET SOUTH OF THE CENTER OF THE GRAND VIEW-BRUNEAU HIGHWAY,
 NV0754'59 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 1 FOOT NORTHEAST OF A
 NV0754'STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0375 ***********************************************************************
 OH0375  DESIGNATION -  K 72
 OH0375  PID         -  OH0375
 OH0375  STATE/COUNTY-  ID/OWYHEE
 OH0375  USGS QUAD   -  MURPHY (1990)
 OH0375
 OH0375                         *CURRENT SURVEY CONTROL
 OH0375  ___________________________________________________________________
 OH0375* NAD 83(1986)-  43 10 15.     (N)    116 30 53.     (W)     SCALED    
 OH0375* NAVD 88     -       931.153  (meters)    3054.96   (feet)  ADJUSTED  
 OH0375  ___________________________________________________________________
 OH0375  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 OH0375  DYNAMIC HT  -         930.730 (meters)    3053.57  (feet)  COMP
 OH0375  MODELED GRAV-     980,134.7   (mgal)                       NAVD 88
 OH0375
 OH0375  VERT ORDER  -  SECOND    CLASS 0
 OH0375
 OH0375.The horizontal coordinates were scaled from a topographic map and have
 OH0375.an estimated accuracy of +/- 6 seconds.
 OH0375
 OH0375.The orthometric height was determined by differential leveling
 OH0375.and adjusted by the National Geodetic Survey in June 1991..
 OH0375
 OH0375.The geoid height was determined by GEOID03.
 OH0375
 OH0375.The dynamic height is computed by dividing the NAVD 88
 OH0375.geopotential number by the normal gravity value computed on the
 OH0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0375.degrees latitude (g = 980.6199 gals.).
 OH0375
 OH0375.The modeled gravity was interpolated from observed gravity values.
 OH0375
 OH0375;                    North         East    Units  Estimated Accuracy
 OH0375;SPC ID W     -   167,360.      737,820.      MT  (+/- 180 meters Scaled)
 OH0375
 OH0375                          SUPERSEDED SURVEY CONTROL
 OH0375
 OH0375  NGVD 29 (??/??/92)  930.168  (m)         3051.73   (f) ADJ UNCH    2 0
 OH0375
 OH0375.Superseded values are not recommended for survey control.
 OH0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0375.See file dsdata.txt to determine how the superseded data were derived.
 OH0375
 OH0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH394799(NAD 83)
 OH0375_MARKER: DB = BENCH MARK DISK
 OH0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0375_STAMPING: K 72 1934
 OH0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0375+STABILITY: SURFACE MOTION
 OH0375
 OH0375  HISTORY     - Date     Condition        Report By
 OH0375  HISTORY     - 1934     MONUMENTED       CGS
 OH0375  HISTORY     - 1964     MARK NOT FOUND   USGS
 OH0375
 OH0375                          STATION DESCRIPTION
 OH0375
 OH0375'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 OH0375'4.4 MI SE FROM MURPHY.
 OH0375'4.4 MILES SOUTHEAST ALONG THE ROAD TO GRANDVIEW FROM THE UNION PACIFIC
 OH0375'RAILWAY STATION AT MURPHY, OWYHEE COUNTY, 82 FEET WEST OF THE FOOT OF
 OH0375'A SMALL ROUND SANDHILL, 68 FEET NORTHEAST OF THE CROSSING OF ROW OF
 OH0375'POLES, AND 45 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 OH0375'DISK, STAMPED K 72 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 OH0375'THIS HIGHWAY HAS BEEN REALIGNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0481 ***********************************************************************
 NV0481  DESIGNATION -  K 73
 NV0481  PID         -  NV0481
 NV0481  STATE/COUNTY-  ID/ELMORE
 NV0481  USGS QUAD   -  GLENNS FERRY (1992)
 NV0481
 NV0481                         *CURRENT SURVEY CONTROL
 NV0481  ___________________________________________________________________
 NV0481* NAD 83(1986)-  42 57 24.     (N)    115 21 51.     (W)     SCALED    
 NV0481* NAVD 88     -       764.885  (meters)    2509.46   (feet)  ADJUSTED  
 NV0481  ___________________________________________________________________
 NV0481  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 NV0481  DYNAMIC HT  -         764.575 (meters)    2508.44  (feet)  COMP
 NV0481  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 NV0481
 NV0481  VERT ORDER  -  FIRST     CLASS II
 NV0481
 NV0481.The horizontal coordinates were scaled from a topographic map and have
 NV0481.an estimated accuracy of +/- 6 seconds.
 NV0481
 NV0481.The orthometric height was determined by differential leveling
 NV0481.and adjusted by the National Geodetic Survey in June 1991..
 NV0481
 NV0481.The geoid height was determined by GEOID03.
 NV0481
 NV0481.The dynamic height is computed by dividing the NAVD 88
 NV0481.geopotential number by the normal gravity value computed on the
 NV0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0481.degrees latitude (g = 980.6199 gals.).
 NV0481
 NV0481.The modeled gravity was interpolated from observed gravity values.
 NV0481
 NV0481;                    North         East    Units  Estimated Accuracy
 NV0481;SPC ID W     -   143,360.      831,480.      MT  (+/- 180 meters Scaled)
 NV0481
 NV0481                          SUPERSEDED SURVEY CONTROL
 NV0481
 NV0481  NGVD 29 (??/??/92)  764.075  (m)         2506.80   (f) ADJ UNCH    1 2
 NV0481
 NV0481.Superseded values are not recommended for survey control.
 NV0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0481.See file dsdata.txt to determine how the superseded data were derived.
 NV0481
 NV0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH334573(NAD 83)
 NV0481_MARKER: DB = BENCH MARK DISK
 NV0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0481_SP_SET: ABUTMENT
 NV0481_STAMPING: K 73 1934
 NV0481_MARK LOGO: CGS   
 NV0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0481+STABILITY: POSITION/ELEVATION WELL
 NV0481
 NV0481  HISTORY     - Date     Condition        Report By
 NV0481  HISTORY     - 1934     MONUMENTED       CGS
 NV0481  HISTORY     - 1960     GOOD             NGS
 NV0481  HISTORY     - 1983     GOOD             NGS
 NV0481
 NV0481                          STATION DESCRIPTION
 NV0481
 NV0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NV0481'3.6 MI W FROM GLENNS FERRY.
 NV0481'ABOUT 3.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0481'AT GLENNS FERRY, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 NV0481'ABUTMENT OF BRIDGE 377.50 OVER ALKALI CREEK, 6.0 FEET NORTHWEST OF THE
 NV0481'NORTHWEST RAIL OF THE NORTHWEST TRACK AND ABOUT 1 FOOT LOWER THAN THE
 NV0481'TRACK.
 NV0481
 NV0481                          STATION RECOVERY (1983)
 NV0481
 NV0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0836 ***********************************************************************
 NU0836  DESIGNATION -  K 74
 NU0836  PID         -  NU0836
 NU0836  STATE/COUNTY-  ID/BLAINE
 NU0836  USGS QUAD   -  MINIDOKA (1970)
 NU0836
 NU0836                         *CURRENT SURVEY CONTROL
 NU0836  ___________________________________________________________________
 NU0836* NAD 83(1986)-  42 47 08.     (N)    113 28 20.     (W)     SCALED    
 NU0836* NAVD 88     -      1323.702  (meters)    4342.85   (feet)  ADJUSTED  
 NU0836  ___________________________________________________________________
 NU0836  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 NU0836  DYNAMIC HT  -        1322.972 (meters)    4340.45  (feet)  COMP
 NU0836  MODELED GRAV-     980,022.7   (mgal)                       NAVD 88
 NU0836
 NU0836  VERT ORDER  -  SECOND    CLASS 0
 NU0836
 NU0836.The horizontal coordinates were scaled from a topographic map and have
 NU0836.an estimated accuracy of +/- 6 seconds.
 NU0836
 NU0836.The orthometric height was determined by differential leveling
 NU0836.and adjusted by the National Geodetic Survey in June 1991..
 NU0836
 NU0836.The geoid height was determined by GEOID03.
 NU0836
 NU0836.The dynamic height is computed by dividing the NAVD 88
 NU0836.geopotential number by the normal gravity value computed on the
 NU0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0836.degrees latitude (g = 980.6199 gals.).
 NU0836
 NU0836.The modeled gravity was interpolated from observed gravity values.
 NU0836
 NU0836;                    North         East    Units  Estimated Accuracy
 NU0836;SPC ID C     -   124,410.      543,180.      MT  (+/- 180 meters Scaled)
 NU0836
 NU0836                          SUPERSEDED SURVEY CONTROL
 NU0836
 NU0836  NGVD 29 (??/??/92) 1322.729  (m)         4339.65   (f) ADJ UNCH    2 0
 NU0836
 NU0836.Superseded values are not recommended for survey control.
 NU0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0836.See file dsdata.txt to determine how the superseded data were derived.
 NU0836
 NU0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN977399(NAD 83)
 NU0836_MARKER: DB = BENCH MARK DISK
 NU0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0836_STAMPING: K 74 1958
 NU0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0836+STABILITY: SURFACE MOTION
 NU0836
 NU0836  HISTORY     - Date     Condition        Report By
 NU0836  HISTORY     - 1958     MONUMENTED       CGS
 NU0836
 NU0836                          STATION DESCRIPTION
 NU0836
 NU0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0836'3.25 MI NE FROM MINIDOKA.
 NU0836'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0836'MINIDOKA, THENCE 3.05 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 NU0836'0.55 MILE NORTHEAST OF THE T JUNCTION OF A DIRT ROAD WEST, 47 FEET
 NU0836'NORTHEAST OF THE CENTER OF THE T JUNCTION OF A DRIVEWAY LEADING EAST
 NU0836'TO ABANDONED RANCH BUILDINGS, 34 FEET EAST OF THE CENTER LINE OF THE
 NU0836'ROAD, 27 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 14 FEET EAST
 NU0836'OF A FENCE CORNER POST, 2 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A
 NU0836'WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 NU0836'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0615 ***********************************************************************
 OY0615  DESIGNATION -  K 75
 OY0615  PID         -  OY0615
 OY0615  STATE/COUNTY-  ID/BLAINE
 OY0615  USGS QUAD   -  MULE BUTTE (1972)
 OY0615
 OY0615                         *CURRENT SURVEY CONTROL
 OY0615  ___________________________________________________________________
 OY0615* NAD 83(1986)-  43 02 22.     (N)    113 16 25.     (W)     SCALED    
 OY0615* NAVD 88     -      1476.346  (meters)    4843.65   (feet)  ADJUSTED  
 OY0615  ___________________________________________________________________
 OY0615  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 OY0615  DYNAMIC HT  -        1475.508 (meters)    4840.90  (feet)  COMP
 OY0615  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 OY0615
 OY0615  VERT ORDER  -  SECOND    CLASS 0
 OY0615
 OY0615.The horizontal coordinates were scaled from a topographic map and have
 OY0615.an estimated accuracy of +/- 6 seconds.
 OY0615
 OY0615.The orthometric height was determined by differential leveling
 OY0615.and adjusted by the National Geodetic Survey in June 1991..
 OY0615
 OY0615.The geoid height was determined by GEOID03.
 OY0615
 OY0615.The dynamic height is computed by dividing the NAVD 88
 OY0615.geopotential number by the normal gravity value computed on the
 OY0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0615.degrees latitude (g = 980.6199 gals.).
 OY0615
 OY0615.The modeled gravity was interpolated from observed gravity values.
 OY0615
 OY0615;                    North         East    Units  Estimated Accuracy
 OY0615;SPC ID C     -   152,740.      559,190.      MT  (+/- 180 meters Scaled)
 OY0615
 OY0615                          SUPERSEDED SURVEY CONTROL
 OY0615
 OY0615  NGVD 29 (??/??/92) 1475.306  (m)         4840.23   (f) ADJ UNCH    2 0
 OY0615
 OY0615.Superseded values are not recommended for survey control.
 OY0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0615.See file dsdata.txt to determine how the superseded data were derived.
 OY0615
 OY0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN147677(NAD 83)
 OY0615_MARKER: DB = BENCH MARK DISK
 OY0615_SETTING: 66 = SET IN ROCK OUTCROP
 OY0615_SP_SET: BEDROCK
 OY0615_STAMPING: K 75 1958
 OY0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0615+STABILITY: POSITION/ELEVATION WELL
 OY0615
 OY0615  HISTORY     - Date     Condition        Report By
 OY0615  HISTORY     - 1958     MONUMENTED       CGS
 OY0615
 OY0615                          STATION DESCRIPTION
 OY0615
 OY0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0615'25.2 MI NE FROM MINIDOKA.
 OY0615'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0615'MINIDOKA, THENCE 5.2 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 OY0615'THENCE 19.8 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD, ON THE
 OY0615'OUTSIDE OF A SHARP CURVE, IN THE TOP OF LAVA BEDROCK, 93 FEET EAST OF
 OY0615'THE CENTER LINE OF THE ROAD, 22 FEET NORTHWEST OF A WITNESS POST,
 OY0615'ABOUT LEVEL WITH THE ROAD, AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0140 ***********************************************************************
 NV0140  DESIGNATION -  K 76
 NV0140  PID         -  NV0140
 NV0140  STATE/COUNTY-  ID/CASSIA
 NV0140  USGS QUAD   -  MILNER BUTTE (1992)
 NV0140
 NV0140                         *CURRENT SURVEY CONTROL
 NV0140  ___________________________________________________________________
 NV0140* NAD 83(1986)-  42 25 01.     (N)    114 04 08.     (W)     SCALED    
 NV0140* NAVD 88     -      1303.960  (meters)    4278.08   (feet)  ADJUSTED  
 NV0140  ___________________________________________________________________
 NV0140  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 NV0140  DYNAMIC HT  -        1303.193 (meters)    4275.56  (feet)  COMP
 NV0140  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 NV0140
 NV0140  VERT ORDER  -  SECOND    CLASS 0
 NV0140
 NV0140.The horizontal coordinates were scaled from a topographic map and have
 NV0140.an estimated accuracy of +/- 6 seconds.
 NV0140
 NV0140.The orthometric height was determined by differential leveling
 NV0140.and adjusted by the National Geodetic Survey in June 1991..
 NV0140
 NV0140.The geoid height was determined by GEOID03.
 NV0140
 NV0140.The dynamic height is computed by dividing the NAVD 88
 NV0140.geopotential number by the normal gravity value computed on the
 NV0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0140.degrees latitude (g = 980.6199 gals.).
 NV0140
 NV0140.The modeled gravity was interpolated from observed gravity values.
 NV0140
 NV0140;                    North         East    Units  Estimated Accuracy
 NV0140;SPC ID C     -    83,330.      494,330.      MT  (+/- 180 meters Scaled)
 NV0140
 NV0140                          SUPERSEDED SURVEY CONTROL
 NV0140
 NV0140  NGVD 29 (??/??/92) 1302.971  (m)         4274.83   (f) ADJ UNCH    2 0
 NV0140
 NV0140.Superseded values are not recommended for survey control.
 NV0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0140.See file dsdata.txt to determine how the superseded data were derived.
 NV0140
 NV0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH411002(NAD 83)
 NV0140_MARKER: DB = BENCH MARK DISK
 NV0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0140_STAMPING: K 76 1958
 NV0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0140+STABILITY: SURFACE MOTION
 NV0140
 NV0140  HISTORY     - Date     Condition        Report By
 NV0140  HISTORY     - 1958     MONUMENTED       CGS
 NV0140  HISTORY     - 20021008 MARK NOT FOUND   YERION
 NV0140
 NV0140                          STATION DESCRIPTION
 NV0140
 NV0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0140'9.8 MI SW FROM MILNER.
 NV0140'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE MILNER BEAN
 NV0140'GROWERS WAREHOUSE AT MILNER, THENCE 2.6 MILES SOUTH ALONG AN ASPHALT
 NV0140'ROAD, THENCE 0.5 MILE SOUTHWEST ALONG U. S. HIGHWAY 30, THENCE 4.25
 NV0140'MILES SOUTH ALONG A DIRT ROAD, THENCE 2.05 MILES WEST ALONG A GRAVEL
 NV0140'ROAD, AT THE CASSIA-TWIN FALLS COUNTY LINE, 26 FEET SOUTH OF THE
 NV0140'CENTER LINE OF THE ROAD, 42.4 FEET SOUTH AND ACROSS THE ROAD FROM
 NV0140'BUREAU OF LAND MANAGEMENT SURVEY REFERENCE MARK T 11 S, R 20 E, S 36,
 NV0140'2 FEET NORTH OF THE EAST END OF A FENCE, 2 FEET EAST OF A WITNESSD
 NV0140'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 NV0140'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NV0140
 NV0140                          STATION RECOVERY (2002)
 NV0140
 NV0140'RECOVERY NOTE BY GEORGE YERION 2002 (GY)
 NV0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0122 ***********************************************************************
 NV0122  DESIGNATION -  K 77
 NV0122  PID         -  NV0122
 NV0122  STATE/COUNTY-  ID/TWIN FALLS
 NV0122  USGS QUAD   -  HUB BUTTE (1979)
 NV0122
 NV0122                         *CURRENT SURVEY CONTROL
 NV0122  ___________________________________________________________________
 NV0122* NAD 83(1986)-  42 25 05.     (N)    114 22 46.     (W)     SCALED    
 NV0122* NAVD 88     -      1267.212  (meters)    4157.51   (feet)  ADJUSTED  
 NV0122  ___________________________________________________________________
 NV0122  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 NV0122  DYNAMIC HT  -        1266.463 (meters)    4155.05  (feet)  COMP
 NV0122  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 NV0122
 NV0122  VERT ORDER  -  SECOND    CLASS 0
 NV0122
 NV0122.The horizontal coordinates were scaled from a topographic map and have
 NV0122.an estimated accuracy of +/- 6 seconds.
 NV0122
 NV0122.The orthometric height was determined by differential leveling
 NV0122.and adjusted by the National Geodetic Survey in June 1991..
 NV0122
 NV0122.The geoid height was determined by GEOID03.
 NV0122
 NV0122.The dynamic height is computed by dividing the NAVD 88
 NV0122.geopotential number by the normal gravity value computed on the
 NV0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0122.degrees latitude (g = 980.6199 gals.).
 NV0122
 NV0122.The modeled gravity was interpolated from observed gravity values.
 NV0122
 NV0122;                    North         East    Units  Estimated Accuracy
 NV0122;SPC ID C     -    83,530.      468,770.      MT  (+/- 180 meters Scaled)
 NV0122
 NV0122                          SUPERSEDED SURVEY CONTROL
 NV0122
 NV0122  NGVD 29 (??/??/92) 1266.242  (m)         4154.33   (f) ADJ UNCH    2 0
 NV0122
 NV0122.Superseded values are not recommended for survey control.
 NV0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0122.See file dsdata.txt to determine how the superseded data were derived.
 NV0122
 NV0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG156995(NAD 83)
 NV0122_MARKER: DB = BENCH MARK DISK
 NV0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0122_SP_SET: SUMP
 NV0122_STAMPING: K 77 1958
 NV0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0122
 NV0122  HISTORY     - Date     Condition        Report By
 NV0122  HISTORY     - 1958     MONUMENTED       CGS
 NV0122
 NV0122                          STATION DESCRIPTION
 NV0122
 NV0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0122'11.55 MI SW FROM HANSEN.
 NV0122'7.55 MILES SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCTION OF U.S.
 NV0122'HIGHWAY 30 AT HANSEN, THENCE 4.0 MILES WEST ALONG A GRAVEL ROAD, 0.15
 NV0122'MILE EAST OF A RED-ROOF FARMHOUSE, AT A WATER WELL, IN THE TOP OF THE
 NV0122'WEST END OF THE SOUTH CONCRETE WALL OF A SUMP, 29 FEET NORTH OF THE
 NV0122'CENTER LINE OF THE ROAD, 12 FEET EAST OF A POWER POLE SUPPORTING THREE
 NV0122'TRANSFORMERS, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND ABOUT 1 FOOT
 NV0122'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0416 ***********************************************************************
 OY0416  DESIGNATION -  K 78
 OY0416  PID         -  OY0416
 OY0416  STATE/COUNTY-  ID/BINGHAM
 OY0416  USGS QUAD   -  SPRINGFIELD (1974)
 OY0416
 OY0416                         *CURRENT SURVEY CONTROL
 OY0416  ___________________________________________________________________
 OY0416* NAD 83(1986)-  43 04 34.     (N)    112 39 09.     (W)     SCALED    
 OY0416* NAVD 88     -      1346.673  (meters)    4418.21   (feet)  ADJUSTED  
 OY0416  ___________________________________________________________________
 OY0416  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 OY0416  DYNAMIC HT  -        1345.943 (meters)    4415.81  (feet)  COMP
 OY0416  MODELED GRAV-     980,031.5   (mgal)                       NAVD 88
 OY0416
 OY0416  VERT ORDER  -  SECOND    CLASS 0
 OY0416
 OY0416.The horizontal coordinates were scaled from a topographic map and have
 OY0416.an estimated accuracy of +/- 6 seconds.
 OY0416
 OY0416.The orthometric height was determined by differential leveling
 OY0416.and adjusted by the National Geodetic Survey in June 1991..
 OY0416
 OY0416.The geoid height was determined by GEOID03.
 OY0416
 OY0416.The dynamic height is computed by dividing the NAVD 88
 OY0416.geopotential number by the normal gravity value computed on the
 OY0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0416.degrees latitude (g = 980.6199 gals.).
 OY0416
 OY0416.The modeled gravity was interpolated from observed gravity values.
 OY0416
 OY0416;                    North         East    Units  Estimated Accuracy
 OY0416;SPC ID E     -   156,670.      160,440.      MT  (+/- 180 meters Scaled)
 OY0416
 OY0416                          SUPERSEDED SURVEY CONTROL
 OY0416
 OY0416  NGVD 29 (??/??/92) 1345.652  (m)         4414.86   (f) ADJ UNCH    2 0
 OY0416
 OY0416.Superseded values are not recommended for survey control.
 OY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0416.See file dsdata.txt to determine how the superseded data were derived.
 OY0416
 OY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN654705(NAD 83)
 OY0416_MARKER: DB = BENCH MARK DISK
 OY0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0416_STAMPING: K 78 1958
 OY0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0416+STABILITY: SURFACE MOTION
 OY0416
 OY0416  HISTORY     - Date     Condition        Report By
 OY0416  HISTORY     - 1958     MONUMENTED       CGS
 OY0416
 OY0416                          STATION DESCRIPTION
 OY0416
 OY0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0416'2.0 MI E FROM SPRINGFIELD.
 OY0416'2.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 OY0416'AT SPRINGFIELD, 48 1/2 FEET SOUTH OF THE CENTER OF THE CROSSING OF A
 OY0416'NORTH-SOUTH GRAVEL ROAD, 33 FEET NORTHWEST OF THE CENTER OF THE T
 OY0416'JUNCTION OF A NORTH-SOUTH ROAD AND A TRACK ROAD EAST, 21 FEET WEST OF
 OY0416'THE CENTER LINE OF THE GRAVEL ROAD, 5 1/2 FEET NORTH OF A POWER POLE
 OY0416'SUPPORTING EAST-WEST AND NORTH-SOUTH POWER LINES, 5.8 FEET EAST OF A
 OY0416'FENCE, 2.7 FEET SOUTH OF A WITNESS POST, LEVEL WITH THE ROADS, AND SET
 OY0416'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0684 ***********************************************************************
 NU0684  DESIGNATION -  K 79
 NU0684  PID         -  NU0684
 NU0684  STATE/COUNTY-  ID/BINGHAM
 NU0684  USGS QUAD   -  ABERDEEN (1971)
 NU0684
 NU0684                         *CURRENT SURVEY CONTROL
 NU0684  ___________________________________________________________________
 NU0684* NAD 83(1986)-  42 54 23.     (N)    112 52 05.     (W)     SCALED    
 NU0684* NAVD 88     -      1349.714  (meters)    4428.19   (feet)  ADJUSTED  
 NU0684  ___________________________________________________________________
 NU0684  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 NU0684  DYNAMIC HT  -        1348.956 (meters)    4425.70  (feet)  COMP
 NU0684  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 NU0684
 NU0684  VERT ORDER  -  SECOND    CLASS 0
 NU0684
 NU0684.The horizontal coordinates were scaled from a topographic map and have
 NU0684.an estimated accuracy of +/- 6 seconds.
 NU0684
 NU0684.The orthometric height was determined by differential leveling
 NU0684.and adjusted by the National Geodetic Survey in June 1991..
 NU0684
 NU0684.The geoid height was determined by GEOID03.
 NU0684
 NU0684.The dynamic height is computed by dividing the NAVD 88
 NU0684.geopotential number by the normal gravity value computed on the
 NU0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0684.degrees latitude (g = 980.6199 gals.).
 NU0684
 NU0684.The modeled gravity was interpolated from observed gravity values.
 NU0684
 NU0684;                    North         East    Units  Estimated Accuracy
 NU0684;SPC ID E     -   137,940.      142,720.      MT  (+/- 180 meters Scaled)
 NU0684
 NU0684                          SUPERSEDED SURVEY CONTROL
 NU0684
 NU0684  NGVD 29 (??/??/92) 1348.687  (m)         4424.82   (f) ADJ UNCH    2 0
 NU0684
 NU0684.Superseded values are not recommended for survey control.
 NU0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0684.See file dsdata.txt to determine how the superseded data were derived.
 NU0684
 NU0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN475521(NAD 83)
 NU0684_MARKER: DB = BENCH MARK DISK
 NU0684_SETTING: 66 = SET IN ROCK OUTCROP
 NU0684_SP_SET: LAVA OUTCROP
 NU0684_STAMPING: K 79 1958
 NU0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0684+STABILITY: POSITION/ELEVATION WELL
 NU0684
 NU0684  HISTORY     - Date     Condition        Report By
 NU0684  HISTORY     - 1958     MONUMENTED       CGS
 NU0684
 NU0684                          STATION DESCRIPTION
 NU0684
 NU0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0684'3.8 MI SW FROM ABERDEEN.
 NU0684'3.8 MILES SOUTH AND SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 NU0684'OFFICE AT ABERDEEN, ABOUT MIDWAY BETWEEN HIGHWAY TANGENTS EAST AND
 NU0684'SOUTH, IN THE TOP OF THE SOUTHEAST END OF A LONG LAVA OUTCROP WHICH
 NU0684'PROJECTS 2 FEET ABOVE THE GROUND, 45 FEET NORTHWEST OF THE CENTER LINE
 NU0684'OF THE HIGHWAY, 32 1/2 FEET SOUTHWEST OF A FENCE CORNER POST, 6.0 FEET
 NU0684'NORTHWEST OF A FENCE, 1.1 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 NU0684'OUTCROP, LEVEL WITH THE HIGHWAY, AND MARKED BY THE YELLOW PAINTED
 NU0684'LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0011 ***********************************************************************
 PZ0011  DESIGNATION -  K 8
 PZ0011  PID         -  PZ0011
 PZ0011  STATE/COUNTY-  ID/CLARK
 PZ0011  USGS QUAD   -  MONIDA (1968)
 PZ0011
 PZ0011                         *CURRENT SURVEY CONTROL
 PZ0011  ___________________________________________________________________
 PZ0011* NAD 83(1986)-  44 32 26.     (N)    112 16 48.     (W)     SCALED    
 PZ0011* NAVD 88     -      2048.585  (meters)    6721.07   (feet)  ADJUSTED  
 PZ0011  ___________________________________________________________________
 PZ0011  GEOID HEIGHT-          -9.97  (meters)                     GEOID03
 PZ0011  DYNAMIC HT  -        2047.411 (meters)    6717.21  (feet)  COMP
 PZ0011  MODELED GRAV-     979,971.3   (mgal)                       NAVD 88
 PZ0011
 PZ0011  VERT ORDER  -  FIRST     CLASS II
 PZ0011
 PZ0011.The horizontal coordinates were scaled from a topographic map and have
 PZ0011.an estimated accuracy of +/- 6 seconds.
 PZ0011
 PZ0011.The orthometric height was determined by differential leveling
 PZ0011.and adjusted by the National Geodetic Survey in June 1991..
 PZ0011
 PZ0011.The geoid height was determined by GEOID03.
 PZ0011
 PZ0011.The dynamic height is computed by dividing the NAVD 88
 PZ0011.geopotential number by the normal gravity value computed on the
 PZ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0011.degrees latitude (g = 980.6199 gals.).
 PZ0011
 PZ0011.The modeled gravity was interpolated from observed gravity values.
 PZ0011
 PZ0011;                    North         East    Units  Estimated Accuracy
 PZ0011;SPC ID E     -   319,260.      190,990.      MT  (+/- 180 meters Scaled)
 PZ0011
 PZ0011                          SUPERSEDED SURVEY CONTROL
 PZ0011
 PZ0011  NGVD 29 (??/??/92) 2047.242  (m)         6716.66   (f) ADJ UNCH    1 2
 PZ0011
 PZ0011.Superseded values are not recommended for survey control.
 PZ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0011.See file dsdata.txt to determine how the superseded data were derived.
 PZ0011
 PZ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ983327(NAD 83)
 PZ0011_MARKER: P = PIPE CAP
 PZ0011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PZ0011_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PZ0011_STAMPING: 6716.092
 PZ0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PZ0011
 PZ0011  HISTORY     - Date     Condition        Report By
 PZ0011  HISTORY     - UNK      MONUMENTED       CGS
 PZ0011  HISTORY     - 1967     GOOD             NGS
 PZ0011
 PZ0011                          STATION DESCRIPTION
 PZ0011
 PZ0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0011'2.3 MI SE FROM MONIDA, MT.
 PZ0011'2.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PZ0011'AT MONIDA, 11 POLES NORTHWEST OF MILEPOLE 262, 3 POLES SOUTHEAST OF
 PZ0011'MILEPOLE 262.5, 98.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 24 FEET
 PZ0011'NORTHEAST OF A TELEPHONE POLE, 90 FEET EAST-NORTHEAST OF THE NORTHEAST
 PZ0011'END OF 24-INCH PIPE CULVERT 262.40, 2.5 FEET NORTHEAST OF A FENCE, 2.5
 PZ0011'FEET NORTHEAST OF A WITNESS POST, AND SCREWED ON THE TOP OF A 3
 PZ0011'1/2-INCH IRON PIPE PROJECTING 1.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0547 ***********************************************************************
 NU0547  DESIGNATION -  K 80
 NU0547  PID         -  NU0547
 NU0547  STATE/COUNTY-  ID/ONEIDA
 NU0547  USGS QUAD   -  SHEEP CREEK SPRING (1973)
 NU0547
 NU0547                         *CURRENT SURVEY CONTROL
 NU0547  ___________________________________________________________________
 NU0547* NAD 83(1986)-  42 10 14.     (N)    112 34 23.     (W)     SCALED    
 NU0547* NAVD 88     -      1513.720  (meters)    4966.26   (feet)  ADJUSTED  
 NU0547  ___________________________________________________________________
 NU0547  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NU0547  DYNAMIC HT  -        1512.696 (meters)    4962.90  (feet)  COMP
 NU0547  MODELED GRAV-     979,892.4   (mgal)                       NAVD 88
 NU0547
 NU0547  VERT ORDER  -  SECOND    CLASS 0
 NU0547
 NU0547.The horizontal coordinates were scaled from a topographic map and have
 NU0547.an estimated accuracy of +/- 6 seconds.
 NU0547
 NU0547.The orthometric height was determined by differential leveling
 NU0547.and adjusted by the National Geodetic Survey in June 1991..
 NU0547
 NU0547.The geoid height was determined by GEOID03.
 NU0547
 NU0547.The dynamic height is computed by dividing the NAVD 88
 NU0547.geopotential number by the normal gravity value computed on the
 NU0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0547.degrees latitude (g = 980.6199 gals.).
 NU0547
 NU0547.The modeled gravity was interpolated from observed gravity values.
 NU0547
 NU0547;                    North         East    Units  Estimated Accuracy
 NU0547;SPC ID E     -    56,050.      166,420.      MT  (+/- 180 meters Scaled)
 NU0547
 NU0547                          SUPERSEDED SURVEY CONTROL
 NU0547
 NU0547  NGVD 29 (??/??/92) 1512.640  (m)         4962.72   (f) ADJ UNCH    2 0
 NU0547
 NU0547.Superseded values are not recommended for survey control.
 NU0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0547.See file dsdata.txt to determine how the superseded data were derived.
 NU0547
 NU0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM700699(NAD 83)
 NU0547_MARKER: DB = BENCH MARK DISK
 NU0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0547_STAMPING: K 80 1934
 NU0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0547+STABILITY: SURFACE MOTION
 NU0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0547+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2002
 NU0547
 NU0547  HISTORY     - Date     Condition        Report By
 NU0547  HISTORY     - 1934     MONUMENTED       CGS
 NU0547  HISTORY     - 20021119 GOOD             IDTD
 NU0547
 NU0547                          STATION DESCRIPTION
 NU0547
 NU0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU0547'4.8 MI E FROM HOLBROOK.
 NU0547'4.8 MILES EAST ALONG STATE HIGHWAY 37 FROM THE SCHOOLHOUSE AT
 NU0547'HOLBROOK, ONEIDA COUNTY, 40 YARDS EAST OF THE CENTER OF A WYE, 45 FEET
 NU0547'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 NU0547'CONCRETE POST.
 NU0547
 NU0547                          STATION RECOVERY (2002)
 NU0547
 NU0547'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (RRE)
 NU0547'THE ROAD IS NOW DESIGNATED STATE HIGHWAY 38, NOT 37.  SET ORANGE POST
 NU0547'WITH IDAHO TRANSPORTATION DEPARTMENT LABEL ABOUT ONE FOOT SOUTH OF
 NU0547'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0017 ***********************************************************************
 OH0017  DESIGNATION -  K 84
 OH0017  PID         -  OH0017
 OH0017  STATE/COUNTY-  ID/ADA
 OH0017  USGS QUAD   -  BOISE SOUTH (1976)
 OH0017
 OH0017                         *CURRENT SURVEY CONTROL
 OH0017  ___________________________________________________________________
 OH0017* NAD 83(1986)-  43 35 24.     (N)    116 12 22.     (W)     SCALED    
 OH0017* NAVD 88     -       843.263  (meters)    2766.61   (feet)  ADJUSTED  
 OH0017  ___________________________________________________________________
 OH0017  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 OH0017  DYNAMIC HT  -         842.934 (meters)    2765.53  (feet)  COMP
 OH0017  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 OH0017
 OH0017  VERT ORDER  -  FIRST     CLASS II
 OH0017
 OH0017.The horizontal coordinates were scaled from a topographic map and have
 OH0017.an estimated accuracy of +/- 6 seconds.
 OH0017
 OH0017.The orthometric height was determined by differential leveling
 OH0017.and adjusted by the National Geodetic Survey in June 1991..
 OH0017.WARNING-Repeat measurements at this control monument indicate possible
 OH0017.vertical movement.
 OH0017
 OH0017.The geoid height was determined by GEOID03.
 OH0017
 OH0017.The dynamic height is computed by dividing the NAVD 88
 OH0017.geopotential number by the normal gravity value computed on the
 OH0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0017.degrees latitude (g = 980.6199 gals.).
 OH0017
 OH0017.The modeled gravity was interpolated from observed gravity values.
 OH0017
 OH0017;                    North         East    Units  Estimated Accuracy
 OH0017;SPC ID W     -   213,740.      763,170.      MT  (+/- 180 meters Scaled)
 OH0017
 OH0017                          SUPERSEDED SURVEY CONTROL
 OH0017
 OH0017  NGVD 29 (??/??/92)  842.332  (m)         2763.55   (f) ADJ UNCH    1 2
 OH0017
 OH0017.Superseded values are not recommended for survey control.
 OH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0017.See file dsdata.txt to determine how the superseded data were derived.
 OH0017
 OH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ640266(NAD 83)
 OH0017_MARKER: DB = BENCH MARK DISK
 OH0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0017_SP_SET: CULVERT
 OH0017_STAMPING: K 84 1958
 OH0017_MARK LOGO: CGS   
 OH0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0017
 OH0017  HISTORY     - Date     Condition        Report By
 OH0017  HISTORY     - 1958     MONUMENTED       CGS
 OH0017  HISTORY     - 1979     GOOD             NGS
 OH0017  HISTORY     - 1983     GOOD             NGS
 OH0017
 OH0017                          STATION DESCRIPTION
 OH0017
 OH0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OH0017'1.0 MI E FROM BOISE.
 OH0017'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD TRACKS FROM THE DEPOT
 OH0017'AT BOISE TO THE SECOND CROSSING, OVERLAND STREET, 33.0 FEET NORTHWEST
 OH0017'OF THE CENTER LINE OF PAVED STREET, 15.5 FEET SOUTHWEST OF THE
 OH0017'SOUTHWEST RAIL, 5.0 FEET SOUTHEAST OF A POWER SUPPLY HOUSE NO.
 OH0017'SUG-3786-1, 3.0 FEET WEST OF A METAL WITNESS POST WITH SIGN, SET IN A
 OH0017'DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE HEADWALL OF A
 OH0017'CULVERT.
 OH0017
 OH0017                          STATION RECOVERY (1979)
 OH0017
 OH0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0017'RECOVERED IN GOOD CONDITION.
 OH0017
 OH0017                          STATION RECOVERY (1983)
 OH0017
 OH0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0017'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM
 OH0017'(1.0 MI) SOUTHEAST ALONG FEDERAL WAY FROM THE UNION PACIFIC RAILROAD
 OH0017'STATION AT BOISE, THENCE 0.3 KM (0.2 MI) WEST ALONG OVERLAND ROAD, IN
 OH0017'THE NORTHWEST CORNER OF THE CROSSING OF OVERLAND ROAD AND THE UNION
 OH0017'PACIFIC RAILROAD, IN TOP OF THE NORTHWEST END OF THE WEST HEADWALL OF
 OH0017'A SMALL CONCRETE CULVERT UNDER THE TRACKS, 10.0 METERS (33 FT) NORTH
 OH0017'OF THE ROAD CENTERLINE, 19.0 METERS (62 FT) NORTH ACROSS THE ROAD FROM
 OH0017'POWER POLE 5/1, 4.6 METERS (15 FT) SOUTHWEST OF THE SOUTHWEST RAIL,
 OH0017'1.5 METERS (5 FT) SOUTH OF A POWER SUPPLY BOX SUG 3786-1.
 OH0017'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0613 ***********************************************************************
 OZ0613  DESIGNATION -  K 85
 OZ0613  PID         -  OZ0613
 OZ0613  STATE/COUNTY-  ID/ELMORE
 OZ0613  USGS QUAD   -  MAYFIELD SW (1990)
 OZ0613
 OZ0613                         *CURRENT SURVEY CONTROL
 OZ0613  ___________________________________________________________________
 OZ0613* NAD 83(1986)-  43 16 54.     (N)    115 53 11.     (W)     SCALED    
 OZ0613* NAVD 88     -       986.088  (meters)    3235.19   (feet)  ADJUSTED  
 OZ0613  ___________________________________________________________________
 OZ0613  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 OZ0613  DYNAMIC HT  -         985.657 (meters)    3233.78  (feet)  COMP
 OZ0613  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 OZ0613
 OZ0613  VERT ORDER  -  FIRST     CLASS II
 OZ0613
 OZ0613.The horizontal coordinates were scaled from a topographic map and have
 OZ0613.an estimated accuracy of +/- 6 seconds.
 OZ0613
 OZ0613.The orthometric height was determined by differential leveling
 OZ0613.and adjusted by the National Geodetic Survey in June 1991..
 OZ0613
 OZ0613.The geoid height was determined by GEOID03.
 OZ0613
 OZ0613.The dynamic height is computed by dividing the NAVD 88
 OZ0613.geopotential number by the normal gravity value computed on the
 OZ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0613.degrees latitude (g = 980.6199 gals.).
 OZ0613
 OZ0613.The modeled gravity was interpolated from observed gravity values.
 OZ0613
 OZ0613;                    North         East    Units  Estimated Accuracy
 OZ0613;SPC ID W     -   179,400.      788,930.      MT  (+/- 180 meters Scaled)
 OZ0613
 OZ0613                          SUPERSEDED SURVEY CONTROL
 OZ0613
 OZ0613  NGVD 29 (??/??/92)  985.158  (m)         3232.14   (f) ADJ UNCH    1 2
 OZ0613
 OZ0613.Superseded values are not recommended for survey control.
 OZ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0613.See file dsdata.txt to determine how the superseded data were derived.
 OZ0613
 OZ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH903926(NAD 83)
 OZ0613_MARKER: DB = BENCH MARK DISK
 OZ0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0613_STAMPING: K 85 1959
 OZ0613_MARK LOGO: CGS   
 OZ0613_PROJECTION: PROJECTING 10 CENTIMETERS
 OZ0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0613+STABILITY: SURFACE MOTION
 OZ0613
 OZ0613  HISTORY     - Date     Condition        Report By
 OZ0613  HISTORY     - 1959     MONUMENTED       CGS
 OZ0613  HISTORY     - 1983     GOOD             NGS
 OZ0613
 OZ0613                          STATION DESCRIPTION
 OZ0613
 OZ0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0613'11.6 MI SE FROM ORCHARD.
 OZ0613'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0613'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 7.15 MILES SOUTHEAST
 OZ0613'ALONG THE HIGHWAY, 105.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 OZ0613'HIGHWAY, 3.9 FEET WEST OF A METAL WITNESS POST WITH SIGN, SET IN A
 OZ0613'CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES.
 OZ0613
 OZ0613                          STATION RECOVERY (1983)
 OZ0613
 OZ0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0613'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.2 KM
 OZ0613'(11.3 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0613'PACIFIC RAILROAD OVERPASS AT MOUNTAIN HOME, THENCE 5.6 KM (3.5 MI)
 OZ0613'NORTHWEST ALONG INTERSTATE 84, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST
 OZ0613'80 AND ACROSS THE HIGHWAY FROM A SANDPIT, 35.0 METERS (115 FT)
 OZ0613'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES, 5.5 METERS (18 FT)
 OZ0613'SOUTHEAST OF AN IRON BRACE POLE IN THE RIGHT OF WAY FENCE, 2.0 METERS
 OZ0613'(18 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 OZ0613'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 OZ0613'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0567 ***********************************************************************
 OH0567  DESIGNATION -  K 86
 OH0567  PID         -  OH0567
 OH0567  STATE/COUNTY-  ID/CANYON
 OH0567  USGS QUAD   -  NAMPA (1971)
 OH0567
 OH0567                         *CURRENT SURVEY CONTROL
 OH0567  ___________________________________________________________________
 OH0567* NAD 83(1986)-  43 36 18.     (N)    116 33 10.     (W)     SCALED    
 OH0567* NAVD 88     -       754.105  (meters)    2474.09   (feet)  ADJUSTED  
 OH0567  ___________________________________________________________________
 OH0567  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 OH0567  DYNAMIC HT  -         753.846 (meters)    2473.24  (feet)  COMP
 OH0567  MODELED GRAV-     980,252.0   (mgal)                       NAVD 88
 OH0567
 OH0567  VERT ORDER  -  SECOND    CLASS 0
 OH0567
 OH0567.The horizontal coordinates were scaled from a topographic map and have
 OH0567.an estimated accuracy of +/- 6 seconds.
 OH0567
 OH0567.The orthometric height was determined by differential leveling
 OH0567.and adjusted by the National Geodetic Survey in June 1991..
 OH0567
 OH0567.The geoid height was determined by GEOID03.
 OH0567
 OH0567.The dynamic height is computed by dividing the NAVD 88
 OH0567.geopotential number by the normal gravity value computed on the
 OH0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0567.degrees latitude (g = 980.6199 gals.).
 OH0567
 OH0567.The modeled gravity was interpolated from observed gravity values.
 OH0567
 OH0567;                    North         East    Units  Estimated Accuracy
 OH0567;SPC ID W     -   215,620.      735,190.      MT  (+/- 180 meters Scaled)
 OH0567
 OH0567                          SUPERSEDED SURVEY CONTROL
 OH0567
 OH0567  NGVD 29 (??/??/92)  753.170  (m)         2471.03   (f) ADJ UNCH    2 0
 OH0567
 OH0567.Superseded values are not recommended for survey control.
 OH0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0567.See file dsdata.txt to determine how the superseded data were derived.
 OH0567
 OH0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ360281(NAD 83)
 OH0567_MARKER: DB = BENCH MARK DISK
 OH0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0567_STAMPING: K 86 1959
 OH0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0567+STABILITY: SURFACE MOTION
 OH0567
 OH0567  HISTORY     - Date     Condition        Report By
 OH0567  HISTORY     - 1959     MONUMENTED       CGS
 OH0567  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0567
 OH0567                          STATION DESCRIPTION
 OH0567
 OH0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OH0567'1.0 MI E FROM NAMPA.
 OH0567'1.0 MILE EAST ALONG THE PAVED ROAD FROM THE SOUTH ENTRANCE OF THE
 OH0567'AMALGAMATED SUGAR CO. FACTORY AT NAMPA, 39.0 FEET SOUTHWEST OF THE
 OH0567'CENTER OF CROSS ROADS, 4.0 FEET SOUTH OF A DRAINAGE DITCH, 2.0 FEET
 OH0567'WEST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST
 OH0567'FLUSH WITH THE GROUND.
 OH0567
 OH0567                          STATION RECOVERY (1979)
 OH0567
 OH0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0641 ***********************************************************************
 OZ0641  DESIGNATION -  K 87
 OZ0641  PID         -  OZ0641
 OZ0641  STATE/COUNTY-  ID/ELMORE
 OZ0641  USGS QUAD   -  REVERSE (1992)
 OZ0641
 OZ0641                         *CURRENT SURVEY CONTROL
 OZ0641  ___________________________________________________________________
 OZ0641* NAD 83(1986)-  43 04 51.     (N)    115 32 43.     (W)     SCALED    
 OZ0641* NAVD 88     -       979.200  (meters)    3212.59   (feet)  ADJUSTED  
 OZ0641  ___________________________________________________________________
 OZ0641  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 OZ0641  DYNAMIC HT  -         978.752 (meters)    3211.12  (feet)  COMP
 OZ0641  MODELED GRAV-     980,129.8   (mgal)                       NAVD 88
 OZ0641
 OZ0641  VERT ORDER  -  SECOND    CLASS 0
 OZ0641
 OZ0641.The horizontal coordinates were scaled from a topographic map and have
 OZ0641.an estimated accuracy of +/- 6 seconds.
 OZ0641
 OZ0641.The orthometric height was determined by differential leveling
 OZ0641.and adjusted by the National Geodetic Survey in June 1991..
 OZ0641
 OZ0641.The geoid height was determined by GEOID03.
 OZ0641
 OZ0641.The dynamic height is computed by dividing the NAVD 88
 OZ0641.geopotential number by the normal gravity value computed on the
 OZ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0641.degrees latitude (g = 980.6199 gals.).
 OZ0641
 OZ0641.The modeled gravity was interpolated from observed gravity values.
 OZ0641
 OZ0641;                    North         East    Units  Estimated Accuracy
 OZ0641;SPC ID W     -   157,100.      816,670.      MT  (+/- 180 meters Scaled)
 OZ0641
 OZ0641                          SUPERSEDED SURVEY CONTROL
 OZ0641
 OZ0641  NGVD 29 (??/??/92)  978.310  (m)         3209.67   (f) ADJ UNCH    2 0
 OZ0641
 OZ0641.Superseded values are not recommended for survey control.
 OZ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0641.See file dsdata.txt to determine how the superseded data were derived.
 OZ0641
 OZ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH184708(NAD 83)
 OZ0641_MARKER: DB = BENCH MARK DISK
 OZ0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0641_STAMPING: K 87 1959
 OZ0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0641+STABILITY: SURFACE MOTION
 OZ0641
 OZ0641  HISTORY     - Date     Condition        Report By
 OZ0641  HISTORY     - 1959     MONUMENTED       CGS
 OZ0641  HISTORY     - 1983     GOOD             NGS
 OZ0641
 OZ0641                          STATION DESCRIPTION
 OZ0641
 OZ0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0641'9.6 MI E FROM MOUNTAIN HOME.
 OZ0641'3.3 MILES SOUTHEAST ON SOUTH MAIN STREET FROM ITS INTERSECTION WITH
 OZ0641'U.S. HIGHWAY 30 AT MOUNTAIN HOME, THENCE 6.1 MILES EAST ON PAVED ROAD,
 OZ0641'THENCE 0.2 MILE EAST ON GRAVEL ROAD, 22.0 FEET SOUTH OF THE CENTERLINE
 OZ0641'OF THE GRAVEL ROAD, 2.6 FEET WEST OF TELEPHONE POLE NO. 6, 3.0 FEET
 OZ0641'EAST OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST
 OZ0641'PROJECTING 4 INCHES.
 OZ0641
 OZ0641                          STATION RECOVERY (1983)
 OZ0641
 OZ0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0514 ***********************************************************************
 OZ0514  DESIGNATION -  K 88
 OZ0514  PID         -  OZ0514
 OZ0514  STATE/COUNTY-  ID/ELMORE
 OZ0514  USGS QUAD   -  HOT SPRINGS CREEK RESERVOIR (1986)
 OZ0514
 OZ0514                         *CURRENT SURVEY CONTROL
 OZ0514  ___________________________________________________________________
 OZ0514* NAD 83(1986)-  43 00 14.     (N)    115 23 33.     (W)     SCALED    
 OZ0514* NAVD 88     -       946.554  (meters)    3105.49   (feet)  ADJUSTED  
 OZ0514  ___________________________________________________________________
 OZ0514  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 OZ0514  DYNAMIC HT  -         946.136 (meters)    3104.11  (feet)  COMP
 OZ0514  MODELED GRAV-     980,146.3   (mgal)                       NAVD 88
 OZ0514
 OZ0514  VERT ORDER  -  SECOND    CLASS 0
 OZ0514
 OZ0514.The horizontal coordinates were scaled from a topographic map and have
 OZ0514.an estimated accuracy of +/- 6 seconds.
 OZ0514
 OZ0514.The orthometric height was determined by differential leveling
 OZ0514.and adjusted by the National Geodetic Survey in June 1991..
 OZ0514
 OZ0514.The geoid height was determined by GEOID03.
 OZ0514
 OZ0514.The dynamic height is computed by dividing the NAVD 88
 OZ0514.geopotential number by the normal gravity value computed on the
 OZ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0514.degrees latitude (g = 980.6199 gals.).
 OZ0514
 OZ0514.The modeled gravity was interpolated from observed gravity values.
 OZ0514
 OZ0514;                    North         East    Units  Estimated Accuracy
 OZ0514;SPC ID W     -   148,590.      829,150.      MT  (+/- 180 meters Scaled)
 OZ0514
 OZ0514                          SUPERSEDED SURVEY CONTROL
 OZ0514
 OZ0514  NGVD 29 (??/??/92)  945.703  (m)         3102.69   (f) ADJ UNCH    2 0
 OZ0514
 OZ0514.Superseded values are not recommended for survey control.
 OZ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0514.See file dsdata.txt to determine how the superseded data were derived.
 OZ0514
 OZ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH310625(NAD 83)
 OZ0514_MARKER: DB = BENCH MARK DISK
 OZ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0514_STAMPING: K 88 1959
 OZ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0514+STABILITY: SURFACE MOTION
 OZ0514
 OZ0514  HISTORY     - Date     Condition        Report By
 OZ0514  HISTORY     - 1959     MONUMENTED       CGS
 OZ0514
 OZ0514                          STATION DESCRIPTION
 OZ0514
 OZ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0514'7.25 MI NW FROM GLENNS FERRY.
 OZ0514'0.1 MILE WEST ALONG IDAHO AVE. FROM THE GLENNS FERRY RAILROAD STATION,
 OZ0514'THENCE 0.3 MILE NORTH ON COMMERCIAL STREET, THENCE 0.4 MILE WEST ON
 OZ0514'U.S. HIGHWAY 30, THENCE 4.45 MILES NORTHWEST ON PAVED ROAD, THENCE 2.0
 OZ0514'MILES WEST ON PAVED ROAD, 52.0 FEET SOUTH OF THE CENTERLINE OF THE
 OZ0514'ROAD, 70.0 FEET SOUTH OF TELEPHONE POLE NO. 23-1, 6 INCHES EAST OF A
 OZ0514'METAL WITNESS POST WITH SIGN, SET IN A SQUARE CONCRETE POST PROJECTING
 OZ0514'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0151 ***********************************************************************
 PZ0151  DESIGNATION -  K 89
 PZ0151  PID         -  PZ0151
 PZ0151  STATE/COUNTY-  ID/CLARK
 PZ0151  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0151
 PZ0151                         *CURRENT SURVEY CONTROL
 PZ0151  ___________________________________________________________________
 PZ0151* NAD 83(1986)-  44 25 07.     (N)    112 12 12.     (W)     SCALED    
 PZ0151* NAVD 88     -      1882.824  (meters)    6177.23   (feet)  ADJUSTED  
 PZ0151  ___________________________________________________________________
 PZ0151  GEOID HEIGHT-         -10.00  (meters)                     GEOID03
 PZ0151  DYNAMIC HT  -        1881.809 (meters)    6173.90  (feet)  COMP
 PZ0151  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 PZ0151
 PZ0151  VERT ORDER  -  FIRST     CLASS II
 PZ0151
 PZ0151.The horizontal coordinates were scaled from a topographic map and have
 PZ0151.an estimated accuracy of +/- 6 seconds.
 PZ0151
 PZ0151.The orthometric height was determined by differential leveling
 PZ0151.and adjusted by the National Geodetic Survey in June 1991..
 PZ0151.WARNING-Repeat measurements at this control monument indicate possible
 PZ0151.vertical movement.
 PZ0151
 PZ0151.The geoid height was determined by GEOID03.
 PZ0151
 PZ0151.The dynamic height is computed by dividing the NAVD 88
 PZ0151.geopotential number by the normal gravity value computed on the
 PZ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0151.degrees latitude (g = 980.6199 gals.).
 PZ0151
 PZ0151.The modeled gravity was interpolated from observed gravity values.
 PZ0151
 PZ0151;                    North         East    Units  Estimated Accuracy
 PZ0151;SPC ID E     -   305,710.      197,080.      MT  (+/- 180 meters Scaled)
 PZ0151
 PZ0151                          SUPERSEDED SURVEY CONTROL
 PZ0151
 PZ0151  NGVD 29 (??/??/92) 1881.570  (m)         6173.12   (f) ADJ UNCH    1 2
 PZ0151
 PZ0151.Superseded values are not recommended for survey control.
 PZ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0151.See file dsdata.txt to determine how the superseded data were derived.
 PZ0151
 PZ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ042190(NAD 83)
 PZ0151_MARKER: DB = BENCH MARK DISK
 PZ0151_SETTING: 80 = SET IN A BOULDER
 PZ0151_SP_SET: BOULDER
 PZ0151_STAMPING: K 89 1959
 PZ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0151+STABILITY: SURFACE MOTION
 PZ0151
 PZ0151  HISTORY     - Date     Condition        Report By
 PZ0151  HISTORY     - 1959     MONUMENTED       CGS
 PZ0151  HISTORY     - 1967     GOOD             NGS
 PZ0151
 PZ0151                          STATION DESCRIPTION
 PZ0151
 PZ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0151'4.6 MI N FROM SPENCER.
 PZ0151'4.6 MILES NORTH ALONG U.S. HIGHWAY 91 FROM THE SCHOOL AT SPENCER, 0.4
 PZ0151'MILE SOUTHEAST OF A SUMMIT, IN THE TOP OF A 2- BY 3- FOOT BOULDER
 PZ0151'PROJECTING 0.6 FOOT ABOVE THE GROUND, 39 FEET EAST OF THE CENTER LINE
 PZ0151'OF THE HIGHWAY, 2.2 FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT
 PZ0151'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0066 ***********************************************************************
 PZ0066  DESIGNATION -  K 90
 PZ0066  PID         -  PZ0066
 PZ0066  STATE/COUNTY-  ID/JEFFERSON
 PZ0066  USGS QUAD   -  CAMAS (1964)
 PZ0066
 PZ0066                         *CURRENT SURVEY CONTROL
 PZ0066  ___________________________________________________________________
 PZ0066* NAD 83(1986)-  44 00 07.     (N)    112 13 52.     (W)     SCALED    
 PZ0066* NAVD 88     -      1467.435  (meters)    4814.41   (feet)  ADJUSTED  
 PZ0066  ___________________________________________________________________
 PZ0066  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 PZ0066  DYNAMIC HT  -        1466.719 (meters)    4812.06  (feet)  COMP
 PZ0066  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 PZ0066
 PZ0066  VERT ORDER  -  FIRST     CLASS II
 PZ0066
 PZ0066.The horizontal coordinates were scaled from a topographic map and have
 PZ0066.an estimated accuracy of +/- 6 seconds.
 PZ0066
 PZ0066.The orthometric height was determined by differential leveling
 PZ0066.and adjusted by the National Geodetic Survey in June 1991..
 PZ0066
 PZ0066.The geoid height was determined by GEOID03.
 PZ0066
 PZ0066.The dynamic height is computed by dividing the NAVD 88
 PZ0066.geopotential number by the normal gravity value computed on the
 PZ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0066.degrees latitude (g = 980.6199 gals.).
 PZ0066
 PZ0066.The modeled gravity was interpolated from observed gravity values.
 PZ0066
 PZ0066;                    North         East    Units  Estimated Accuracy
 PZ0066;SPC ID E     -   259,410.      194,830.      MT  (+/- 180 meters Scaled)
 PZ0066
 PZ0066                          SUPERSEDED SURVEY CONTROL
 PZ0066
 PZ0066  NGVD 29 (??/??/92) 1466.335  (m)         4810.80   (f) ADJ UNCH    1 2
 PZ0066
 PZ0066.Superseded values are not recommended for survey control.
 PZ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0066.See file dsdata.txt to determine how the superseded data were derived.
 PZ0066
 PZ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP013728(NAD 83)
 PZ0066_MARKER: DB = BENCH MARK DISK
 PZ0066_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0066_SP_SET: LAVA OUTCROP
 PZ0066_STAMPING: K 90 1959
 PZ0066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0066+STABILITY: POSITION/ELEVATION WELL
 PZ0066
 PZ0066  HISTORY     - Date     Condition        Report By
 PZ0066  HISTORY     - 1959     MONUMENTED       CGS
 PZ0066  HISTORY     - 1967     GOOD             NGS
 PZ0066
 PZ0066                          STATION DESCRIPTION
 PZ0066
 PZ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PZ0066'5.3 MI N FROM HAMER.
 PZ0066'5.3 MILES NORTH ALONG INTERSTATE HIGHWAY 15 FROM THE HAMER OVERPASS AT
 PZ0066'HAMER, 0.45 MILE SOUTH OF THE JUNCTION OF A GRAVELED ROAD EAST TO
 PZ0066'CAMAS, IN THE TOP OF A LAVA OUTCROP WHICH IS ABOUT FLUSH WITH THE
 PZ0066'GROUND, 214 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 PZ0066'HIGHWAY, 72 FEET EAST OF THE CENTER LINE OF AN ASPHALT ROAD, 113.8
 PZ0066'FEET EAST OF THE EAST HIGHWAY RIGHT-OF-WAY FENCE, 33.8 FEET EAST OF A
 PZ0066'FENCE, 5.5 FEET WEST OF A WITNESS POST, AND ABOUT 4 FEET LOWER THAN
 PZ0066'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0265 ***********************************************************************
 OY0265  DESIGNATION -  K 91
 OY0265  PID         -  OY0265
 OY0265  STATE/COUNTY-  ID/BONNEVILLE
 OY0265  USGS QUAD   -  IDAHO FALLS SOUTH (1979)
 OY0265
 OY0265                         *CURRENT SURVEY CONTROL
 OY0265  ___________________________________________________________________
 OY0265* NAD 83(1986)-  43 28 17.     (N)    112 04 24.     (W)     SCALED    
 OY0265* NAVD 88     -      1430.567  (meters)    4693.45   (feet)  ADJUSTED  
 OY0265  ___________________________________________________________________
 OY0265  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 OY0265  DYNAMIC HT  -        1429.815 (meters)    4690.98  (feet)  COMP
 OY0265  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 OY0265
 OY0265  VERT ORDER  -  SECOND    CLASS 0
 OY0265
 OY0265.The horizontal coordinates were scaled from a topographic map and have
 OY0265.an estimated accuracy of +/- 6 seconds.
 OY0265
 OY0265.The orthometric height was determined by differential leveling
 OY0265.and adjusted by the National Geodetic Survey in June 1991..
 OY0265
 OY0265.The geoid height was determined by GEOID03.
 OY0265
 OY0265.The dynamic height is computed by dividing the NAVD 88
 OY0265.geopotential number by the normal gravity value computed on the
 OY0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0265.degrees latitude (g = 980.6199 gals.).
 OY0265
 OY0265.The modeled gravity was interpolated from observed gravity values.
 OY0265
 OY0265;                    North         East    Units  Estimated Accuracy
 OY0265;SPC ID E     -   200,470.      207,550.      MT  (+/- 180 meters Scaled)
 OY0265
 OY0265                          SUPERSEDED SURVEY CONTROL
 OY0265
 OY0265  NGVD 29 (??/??/92) 1429.493  (m)         4689.93   (f) ADJ UNCH    2 0
 OY0265
 OY0265.Superseded values are not recommended for survey control.
 OY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0265.See file dsdata.txt to determine how the superseded data were derived.
 OY0265
 OY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP131137(NAD 83)
 OY0265_MARKER: DB = BENCH MARK DISK
 OY0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0265_STAMPING: K 91 1959
 OY0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0265+STABILITY: SURFACE MOTION
 OY0265
 OY0265  HISTORY     - Date     Condition        Report By
 OY0265  HISTORY     - 1959     MONUMENTED       CGS
 OY0265  HISTORY     - 1978     GOOD             LOCSUR
 OY0265  HISTORY     - 19970601 GOOD             IDTD
 OY0265
 OY0265                          STATION DESCRIPTION
 OY0265
 OY0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0265'4.5 MI SW FROM IDAHO FALLS.
 OY0265'2.2 MILES WEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S. HIGHWAYS
 OY0265'191 AND 91 TO THE JUNCTION OF U.S. HIGHWAYS 91 AND 20, THENCE 1.8
 OY0265'MILES SOUTH ON PAVED ROAD, THENCE 0.5 MILE EAST OF GRAVEL ROAD, 40
 OY0265'FEET SOUTHWEST OF THE CENTER OF A T INTERSECTION, 30 1/2 FEET WEST OF
 OY0265'THE CENTERLINE OF A GRAVEL ROAD, 20 1/2 FEET SOUTHEAST OF A TELEPHONE
 OY0265'POLE, 25 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD, 8 1/2 FEET WEST
 OY0265'OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN,
 OY0265'SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.
 OY0265
 OY0265                          STATION RECOVERY (1978)
 OY0265
 OY0265'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OY0265'RECOVERED IN GOOD CONDITION.
 OY0265
 OY0265                          STATION RECOVERY (1997)
 OY0265
 OY0265'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 OY0265'FROM THE JUNCTION OF YELLOWSTONE AND 17TH STREETS,IN IDAHO FALLS, GO
 OY0265'(NW), GO 0.95 KM, TURN LEFT (SW) FOR 2.804 KM TO THE T JUNCTION OF
 OY0265'PIONEER RD. AND PIONEER LANE. THE MARK IS IN THE SW CORNER OF THE
 OY0265'JUNCTION, 2.3 M WEST OF A FENCE CORNER, 0.1 M SOUTH OF A FENCE, AND
 OY0265'0.4 M SOUTH OF THE WP. MONUMENT IS 0.15 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0640 ***********************************************************************
 PY0640  CBN         -  This is a Cooperative Base Network Control Station.
 PY0640  DESIGNATION -  K 92
 PY0640  PID         -  PY0640
 PY0640  STATE/COUNTY-  ID/FREMONT
 PY0640  USGS QUAD   -  MOUNT JEFFERSON (1988)
 PY0640
 PY0640                         *CURRENT SURVEY CONTROL
 PY0640  ___________________________________________________________________
 PY0640* NAD 83(1999)-  44 35 53.78648(N)    111 30 51.18475(W)     ADJUSTED  
 PY0640* NAVD 88     -      2152.070  (meters)    7060.58   (feet)  POSTED    
 PY0640  ___________________________________________________________________
 PY0640  X           -  -1,668,841.336 (meters)                     COMP
 PY0640  Y           -  -4,233,519.443 (meters)                     COMP
 PY0640  Z           -   4,457,175.538 (meters)                     COMP
 PY0640  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 PY0640  ELLIP HEIGHT-        2143.28  (meters)          (04/16/01) GPS OBS
 PY0640  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 PY0640  DYNAMIC HT  -        2150.860 (meters)    7056.61  (feet)  COMP
 PY0640  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 PY0640
 PY0640  HORZ ORDER  -  B
 PY0640  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0640  ELLP ORDER  -  FOURTH    CLASS II
 PY0640
 PY0640.The horizontal coordinates were established by GPS observations
 PY0640.and adjusted by the National Geodetic Survey in April 2001..
 PY0640.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PY0640.DATUM ITEM on the data sheet items page.
 PY0640
 PY0640.The orthometric height was determined by differential leveling
 PY0640.and adjusted by the National Geodetic Survey in 1992..
 PY0640.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0640.rate of 1.1 thru 2.0 mm/km.
 PY0640.WARNING-GPS observations at this control monument resulted in a GPS
 PY0640.derived orthometric height which differed from the leveled height by
 PY0640.more than one decimeter (0.1 meter).
 PY0640
 PY0640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0640
 PY0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0640
 PY0640.The ellipsoidal height was determined by GPS observations
 PY0640.and is referenced to NAD 83.
 PY0640
 PY0640.The geoid height was determined by GEOID03.
 PY0640
 PY0640.The dynamic height is computed by dividing the NAVD 88
 PY0640.geopotential number by the normal gravity value computed on the
 PY0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0640.degrees latitude (g = 980.6199 gals.).
 PY0640
 PY0640.The modeled gravity was interpolated from observed gravity values.
 PY0640
 PY0640;                    North         East     Units Scale Factor Converg.
 PY0640;SPC ID E     -   325,877.844   251,799.011   MT  0.99998035   +0 27 29.2
 PY0640;UTM  12      - 4,938,453.897   459,189.546   MT  0.99962048   -0 21 39.8
 PY0640
 PY0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0640!SPC ID E     -   0.99966406  x   0.99998035  =   0.99964442
 PY0640!UTM  12      -   0.99966406  x   0.99962048  =   0.99928467
 PY0640
 PY0640                          SUPERSEDED SURVEY CONTROL
 PY0640
 PY0640  NAD 83(1992)-  44 35 53.78669(N)    111 30 51.18238(W) AD(       ) B
 PY0640  ELLIP H (05/15/92) 2143.37   (m)                       GP(       ) 4 2
 PY0640  NAD 83(1992)-  44 35 53.77709(N)    111 30 51.16703(W) AD(       ) 1
 PY0640  NGVD 29 (??/??/92) 2150.660  (m)         7055.96   (f) ADJ UNCH    1 2
 PY0640
 PY0640.Superseded values are not recommended for survey control.
 PY0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0640.See file dsdata.txt to determine how the superseded data were derived.
 PY0640
 PY0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ5919038454(NAD 83)
 PY0640_MARKER: DB = BENCH MARK DISK
 PY0640_SETTING: 66 = SET IN ROCK OUTCROP
 PY0640_SP_SET: ROCK OUTCROP
 PY0640_STAMPING: K 92 1934
 PY0640_MARK LOGO: CGS   
 PY0640_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0640+STABILITY: POSITION/ELEVATION WELL
 PY0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0640+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 PY0640
 PY0640  HISTORY     - Date     Condition        Report By
 PY0640  HISTORY     - 1934     MONUMENTED       CGS
 PY0640  HISTORY     - 1964     GOOD             NGS
 PY0640  HISTORY     - 1987     GOOD             NGS
 PY0640  HISTORY     - 19960825 GOOD             NGS
 PY0640  HISTORY     - 20050618 GOOD             DJC
 PY0640
 PY0640                          STATION DESCRIPTION
 PY0640
 PY0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PY0640'11.25 MI SW FROM HENRYS LAKE.
 PY0640'ABOUT 1.55 MILES NORTHWEST ALONG STATE HIGHWAY 287 FROM THE ENTRANCE
 PY0640'TO HENRYS LAKE LODGE AT HENRYS LAKE, THENCE 9.7 MILES SOUTHWEST ALONG
 PY0640'A WINDING GRAVELED AND GRADED DIRT ROAD, ABOUT 0.35 MILE EAST OF THE
 PY0640'MONTANA-IDAHO STATE LINE, ON THE SOUTH SLOPE OF A HILL, 52 FEET NORTH
 PY0640'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP WHICH
 PY0640'IS FLUSH WITH THE GROUND, ABOUT 0.5 MILE EAST OF A CATTLE GUARD, ON
 PY0640'THE EAST SLOPE OF RED ROCK PASS, 4.0 FEET SOUTH OF A METAL WITNESS
 PY0640'POST, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
 PY0640
 PY0640                          STATION RECOVERY (1987)
 PY0640
 PY0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0640'THE STATION WAS RECOVERED AT THIS DATE.
 PY0640'
 PY0640'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) WEST-SOUTHWEST OF THE
 PY0640'SOUTHWEST CORNER OF HENRYS LAKE,
 PY0640'7.2 KM (4.5 MI) NORTHWEST OF SAWTELL PEAK,
 PY0640'0.4 KM (0.25 MI) EAST OF THE CONTINENTAL DIVIDE, ON THE SOUTH SLOPE
 PY0640'OF A HILL, IN A SMALL CLEARING ON THE NORTH SIDE OF THE DIRT ROAD,
 PY0640'IN SECTION 28, T 15 N, R 42 E.
 PY0640'OWNERSHIP--TARGHEE NATIONAL FOREST.
 PY0640'
 PY0640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 PY0640'HIGHWAY 87 AT THE NORTH END OF THE ISLAND PARK RECREATION AREA, GO
 PY0640'NORTHWEST FOR 8.2 KM (5.1 MI) ON HIGHWAY 87 TO A GRAVEL ROAD LEFT.
 PY0640'TURN LEFT AND GO SOUTH FOR 8.9 KM (5.5 MI) ON STALEY SPRINGS ROAD
 PY0640'(FOREST SERVICE ROAD 055) TO A ROAD LEFT.  CONTINUE AHEAD FOR 3.9
 PY0640'KM (2.4 MI) ON FSR 053 TO A CATTLE GUARD.  CONTINUE AHEAD FOR 2.3
 PY0640'KM (1.45 MI) TO THE STATION ON THE RIGHT, ON THE INSIDE OF A CURVE,
 PY0640'ABOUT 0.5 KM (0.3 MI) BEFORE REACHING THE STATE LINE AT THE
 PY0640'CONTINENTAL DIVIDE.
 PY0640'
 PY0640'THE STATION IS A STANDARD CGS BENCH MARK DISK
 PY0640'STAMPED---K 92 1934---,
 PY0640'SET INTO A DRILL HOLE IN A 1.2 METERS BY 0.5 METERS NORTH-SOUTH
 PY0640'SMOOTH ROCK OUTCROP PROJECTING 7 CM ABOVE GROUND.  LOCATED
 PY0640'17.0 METERS (55.8 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER OF
 PY0640'ROAD, ABOUT 1.5 METERS HIGHER THAN THE ROAD,
 PY0640'12.8 METERS (42.0 FT) EAST FROM A 40-CM PINE TREE,
 PY0640'1.2 METERS (3.9 FT) SOUTH FROM A METAL WITNESS POST AND 0.4 METERS
 PY0640'(1.3 FT) SOUTH FROM THE NORTH END OF THE OUTCROP.
 PY0640'
 PY0640'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0640'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0640'
 PY0640'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0640'
 PY0640'DESCRIBED BY G.R. HEID.
 PY0640
 PY0640                          STATION RECOVERY (1996)
 PY0640
 PY0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 PY0640'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) WEST-SOUTHWEST OF THE
 PY0640'SOUTHWEST CORNER OF HENRYS LAKE, 4.2 MI (6.8 KM) NORTHWEST OF SAWTELL
 PY0640'PEAK AND 0.35 MI (0.56 KM) EAST OF THE IDAHO-MONTANA STATE LINE AT RED
 PY0640'ROCK PASS ON THE SOUTH SLOPE OF A HILL IN A SMALL CLEARING JUST NORTH
 PY0640'OF FOREST ROAD 053 (RED ROCK ROAD) .  OWNERSHIP--TARGHEE NATIONAL
 PY0640'FOREST.  TO REACH THE STATION FROM THE CENTER OF THE U.S. HIGHWAY 20
 PY0640'BRIDGE OVER HENRYS FORK (OF THE SNAKE RIVER) IN MACKS INN, TAKE U.S.
 PY0640'HIGHWAY 20 NORTH FOR 5.5 MI (8.9 KM) TO RED ROCK ROAD (FOREST ROAD
 PY0640'053) ON THE LEFT.  TURN LEFT AND PROCEED IN A WESTERLY DIRECTION FOR
 PY0640'1.1 MI (1.8 KM) TO A CATTLEGUARD AND A REVERSE FORK LEFT.  KEEP RIGHT
 PY0640'AND CONTINUE WESTERLY FOR 2.25 MI (3.62 KM) TO THE END OF PAVEMENT.
 PY0640'CONTINUE WESTERLY FOR 4.05 MI (6.52 KM) TO A T JUNCTION WITH FOREST
 PY0640'ROAD 055 ON THE RIGHT.  TURN LEFT AND CONTINUE ON FOREST ROAD 053 FOR
 PY0640'2.45 MI (3.94 KM) TO A CATTLEGUARD.  CONTINUE WESTERLY ON FOREST ROAD
 PY0640'053 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE RIGHT ON THE INSIDE OF
 PY0640'AN ASCENDING CURVE IN A SMALL CLEARING IN THE ASPEN TREES.  STATION IS
 PY0640'A COAST AND GEODETIC SURVEY BENCH MARK DISK CEMENTED IN A DRILL HOLE
 PY0640'IN THE TOP OF 1.2 M (3.9 FT) BY 0.5 M (1.6 FT) (IN A NORTH-SOUTH
 PY0640'ORIENTATION) OUTCROPPING OF ROCK PROJECTING ABOUT 5 CM ABOVE GROUND
 PY0640'LEVEL AND ABOUT 2 METERS (6.6 FT) ABOVE ROAD LEVEL.  IS IS, 17 M (55.8
 PY0640'FT) NORTH-NORTHWEST OF THE CENTERLINE OF FOREST ROAD 053, 12.8 M (42.0
 PY0640'FT) EAST OF A 40 CM DIAMETER SPRUCE TREE, 1.2 M (3.9 FT) SOUTH OF A
 PY0640'METAL WITNESS POST AND 0.4 M (1.3 FT) SOUTH FROM THE NORTH EDGE OF THE
 PY0640'EXPOSED OUTCROP. DESCRIBED BY C.S.  MIDDLETON.
 PY0640
 PY0640                          STATION RECOVERY (2005)
 PY0640
 PY0640'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 PY0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0335 ***********************************************************************
 OY0335  DESIGNATION -  K 96
 OY0335  PID         -  OY0335
 OY0335  STATE/COUNTY-  ID/BINGHAM
 OY0335  USGS QUAD   -  FORT HALL (1971)
 OY0335
 OY0335                         *CURRENT SURVEY CONTROL
 OY0335  ___________________________________________________________________
 OY0335* NAD 83(1986)-  43 04 58.     (N)    112 23 55.     (W)     SCALED    
 OY0335* NAVD 88     -      1356.927  (meters)    4451.85   (feet)  ADJUSTED  
 OY0335  ___________________________________________________________________
 OY0335  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 OY0335  DYNAMIC HT  -        1356.187 (meters)    4449.42  (feet)  COMP
 OY0335  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 OY0335
 OY0335  VERT ORDER  -  SECOND    CLASS 0
 OY0335
 OY0335.The horizontal coordinates were scaled from a topographic map and have
 OY0335.an estimated accuracy of +/- 6 seconds.
 OY0335
 OY0335.The orthometric height was determined by differential leveling
 OY0335.and adjusted by the National Geodetic Survey in June 1991..
 OY0335
 OY0335.The geoid height was determined by GEOID03.
 OY0335
 OY0335.The dynamic height is computed by dividing the NAVD 88
 OY0335.geopotential number by the normal gravity value computed on the
 OY0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0335.degrees latitude (g = 980.6199 gals.).
 OY0335
 OY0335.The modeled gravity was interpolated from observed gravity values.
 OY0335
 OY0335;                    North         East    Units  Estimated Accuracy
 OY0335;SPC ID E     -   157,320.      181,110.      MT  (+/- 180 meters Scaled)
 OY0335
 OY0335                          SUPERSEDED SURVEY CONTROL
 OY0335
 OY0335  NGVD 29 (??/??/92) 1355.89   (m)         4448.4    (f) COMPUTED    2 0
 OY0335
 OY0335.Superseded values are not recommended for survey control.
 OY0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0335.See file dsdata.txt to determine how the superseded data were derived.
 OY0335
 OY0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN861709(NAD 83)
 OY0335_MARKER: DB = BENCH MARK DISK
 OY0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0335_STAMPING: K 96 1960
 OY0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0335+STABILITY: SURFACE MOTION
 OY0335
 OY0335  HISTORY     - Date     Condition        Report By
 OY0335  HISTORY     - 1960     MONUMENTED       CGS
 OY0335
 OY0335                          STATION DESCRIPTION
 OY0335
 OY0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0335'7.95 MI S FROM BLACKFOOT.
 OY0335'3.4 MILES SOUTHWEST ON U.S. HIGHWAY 91 FROM THE JUNCTION OF U.S.
 OY0335'HIGHWAY 26 AT BLACKFOOT TO INTERSTATE HIGHWAY 15, THENCE 4.55 MILES
 OY0335'SOUTH ON 15, 95 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC
 OY0335'LANE, 5 FEET NORTHWEST OF A FENCE POST WITH A WITNESS SIGN ATTACHED,
 OY0335'1.4 FEET WEST OF A FENCE LINE, SET IN A CYLINDRICAL CONCRETE POST
 OY0335'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0301 ***********************************************************************
 OY0301  DESIGNATION -  K 96
 OY0301  PID         -  OY0301
 OY0301  STATE/COUNTY-  ID/BINGHAM
 OY0301  USGS QUAD   -  ROSE (1979)
 OY0301
 OY0301                         *CURRENT SURVEY CONTROL
 OY0301  ___________________________________________________________________
 OY0301* NAD 83(1986)-  43 17 08.     (N)    112 15 26.     (W)     SCALED    
 OY0301* NAVD 88     -      1386.139  (meters)    4547.69   (feet)  ADJUSTED  
 OY0301  ___________________________________________________________________
 OY0301  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 OY0301  DYNAMIC HT  -        1385.382 (meters)    4545.21  (feet)  COMP
 OY0301  MODELED GRAV-     980,025.9   (mgal)                       NAVD 88
 OY0301
 OY0301  VERT ORDER  -  SECOND    CLASS 0
 OY0301
 OY0301.The horizontal coordinates were scaled from a topographic map and have
 OY0301.an estimated accuracy of +/- 6 seconds.
 OY0301
 OY0301.The orthometric height was determined by differential leveling
 OY0301.and adjusted by the National Geodetic Survey in June 1991..
 OY0301
 OY0301.The geoid height was determined by GEOID03.
 OY0301
 OY0301.The dynamic height is computed by dividing the NAVD 88
 OY0301.geopotential number by the normal gravity value computed on the
 OY0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0301.degrees latitude (g = 980.6199 gals.).
 OY0301
 OY0301.The modeled gravity was interpolated from observed gravity values.
 OY0301
 OY0301;                    North         East    Units  Estimated Accuracy
 OY0301;SPC ID E     -   179,830.      192,650.      MT  (+/- 180 meters Scaled)
 OY0301
 OY0301                          SUPERSEDED SURVEY CONTROL
 OY0301
 OY0301  NGVD 29 (??/??/92) 1385.064  (m)         4544.16   (f) ADJ UNCH    2 0
 OY0301
 OY0301.Superseded values are not recommended for survey control.
 OY0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0301.See file dsdata.txt to determine how the superseded data were derived.
 OY0301
 OY0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN980932(NAD 83)
 OY0301_MARKER: DB = BENCH MARK DISK
 OY0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0301_SP_SET: ABUTMENT
 OY0301_STAMPING: K 96 1959
 OY0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0301
 OY0301  HISTORY     - Date     Condition        Report By
 OY0301  HISTORY     - 1959     MONUMENTED       CGS
 OY0301
 OY0301                          STATION DESCRIPTION
 OY0301
 OY0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OY0301'4.4 MI SW FROM RIVERVIEW SCHOOL.
 OY0301'0.5 MILE WEST ON GRAVEL ROAD FROM THE RIVERVIEW SCHOOL (1.7 MILES
 OY0301'NORTHWEST OF FIRTH) TO A CROSS ROAD, THENCE 2.0 MILE SOUTHWEST ALONG
 OY0301'THE NORTHWEST AND SOUTHEAST SIDE OF A CANAL TO A PAVED ROAD, THENCE
 OY0301'1.9 MILES SOUTHWEST ON PAVED ROAD, 65 FEET SOUTH OF THE CENTER OF THE
 OY0301'ROAD, 60 FEET SOUTHWEST OF A TELEPHONE POLE, SET IN A DRILL HOLE IN
 OY0301'THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE OVER THE NEW
 OY0301'LAVASIDE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0086 ***********************************************************************
 NU0086  DESIGNATION -  K 97
 NU0086  PID         -  NU0086
 NU0086  STATE/COUNTY-  ID/BANNOCK
 NU0086  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0086
 NU0086                         *CURRENT SURVEY CONTROL
 NU0086  ___________________________________________________________________
 NU0086* NAD 83(1986)-  42 51 03.     (N)    112 25 08.     (W)     SCALED    
 NU0086* NAVD 88     -      1388.640  (meters)    4555.90   (feet)  ADJUSTED  
 NU0086  ___________________________________________________________________
 NU0086  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 NU0086  DYNAMIC HT  -        1387.848 (meters)    4553.30  (feet)  COMP
 NU0086  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 NU0086
 NU0086  VERT ORDER  -  FIRST     CLASS II
 NU0086
 NU0086.The horizontal coordinates were scaled from a topographic map and have
 NU0086.an estimated accuracy of +/- 6 seconds.
 NU0086
 NU0086.The orthometric height was determined by differential leveling
 NU0086.and adjusted by the National Geodetic Survey in June 1991..
 NU0086.WARNING-Repeat measurements at this control monument indicate possible
 NU0086.vertical movement.
 NU0086
 NU0086.The geoid height was determined by GEOID03.
 NU0086
 NU0086.The dynamic height is computed by dividing the NAVD 88
 NU0086.geopotential number by the normal gravity value computed on the
 NU0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0086.degrees latitude (g = 980.6199 gals.).
 NU0086
 NU0086.The modeled gravity was interpolated from observed gravity values.
 NU0086
 NU0086;                    North         East    Units  Estimated Accuracy
 NU0086;SPC ID E     -   131,560.      179,390.      MT  (+/- 180 meters Scaled)
 NU0086
 NU0086                          SUPERSEDED SURVEY CONTROL
 NU0086
 NU0086  NGVD 29 (08/20/92) 1387.592  (m)         4552.46   (f) ADJUSTED    1 2
 NU0086
 NU0086.Superseded values are not recommended for survey control.
 NU0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0086.See file dsdata.txt to determine how the superseded data were derived.
 NU0086
 NU0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN840452(NAD 83)
 NU0086_MARKER: DB = BENCH MARK DISK
 NU0086_SETTING: 66 = SET IN ROCK OUTCROP
 NU0086_SP_SET: BEDROCK
 NU0086_STAMPING: K 97 1960
 NU0086_MARK LOGO: CGS   
 NU0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0086
 NU0086  HISTORY     - Date     Condition        Report By
 NU0086  HISTORY     - 1960     MONUMENTED       CGS
 NU0086  HISTORY     - 1983     GOOD             NGS
 NU0086
 NU0086                          STATION DESCRIPTION
 NU0086
 NU0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0086'0.25 MI E FROM POCATELLO.
 NU0086'0.25 MILE EAST ON BARTON ROAD FROM THE FARMERS INS. GROUP BLDG. IN
 NU0086'SOUTHEAST POCATELLO, 80 FEET SOUTHWEST OF A T JUNCTION, 26 FEET NORTH
 NU0086'OF THE CENTERLINE OF THE ROAD, SET IN A DRILL HOLE IN BEDROCK ON THE
 NU0086'SOUTH SLOPE OF A ROCKY HILL AND ABOUT 3.0 FEET ABOVE THE ROAD.
 NU0086
 NU0086                          STATION RECOVERY (1983)
 NU0086
 NU0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0174 ***********************************************************************
 NU0174  DESIGNATION -  K 98 RESET
 NU0174  PID         -  NU0174
 NU0174  STATE/COUNTY-  ID/BANNOCK
 NU0174  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU0174
 NU0174                         *CURRENT SURVEY CONTROL
 NU0174  ___________________________________________________________________
 NU0174* NAD 83(1986)-  42 48 39.     (N)    112 22 39.     (W)     SCALED    
 NU0174* NAVD 88     -      1391.12   (meters)    4564.0    (feet)  RESET     
 NU0174  ___________________________________________________________________
 NU0174  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 NU0174
 NU0174  VERT ORDER  -  THIRD
 NU0174
 NU0174.The horizontal coordinates were scaled from a topographic map and have
 NU0174.an estimated accuracy of +/- 6 seconds.
 NU0174
 NU0174.The orthometric height was computed from unverified reset data.
 NU0174.No vertical observational check was made to the station.
 NU0174
 NU0174.The geoid height was determined by GEOID03.
 NU0174
 NU0174;                    North         East    Units  Estimated Accuracy
 NU0174;SPC ID E     -   127,110.      182,760.      MT  (+/- 180 meters Scaled)
 NU0174
 NU0174                          SUPERSEDED SURVEY CONTROL
 NU0174
 NU0174  NGVD 29 (??/??/??) 1390.06   (m)         4560.6    (f) RESET       3  
 NU0174
 NU0174.Superseded values are not recommended for survey control.
 NU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0174.See file dsdata.txt to determine how the superseded data were derived.
 NU0174
 NU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN873407(NAD 83)
 NU0174_MARKER: DD = SURVEY DISK
 NU0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0174_STAMPING: STATE K 98
 NU0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0174+STABILITY: SURFACE MOTION
 NU0174
 NU0174  HISTORY     - Date     Condition        Report By
 NU0174  HISTORY     - 1962     MONUMENTED       IDDT
 NU0174  HISTORY     - 1962     GOOD             IDDT
 NU0174
 NU0174                          STATION DESCRIPTION
 NU0174
 NU0174'DESCRIBED BY ID DEPT OF TRANSP 1962
 NU0174'5.3 MI SE FROM POCATELLO.
 NU0174'2.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 30N AND 91 FROM THE POST OFFICE
 NU0174'AT POCATELLO TO A GRAVEL ROAD LEADING SOUTH TO TOP OF LAVA CLIFFS,
 NU0174'THENCE 3 MILES CROSS-COUNTRY ALONG THE PROPOSED ROUTE OF THE
 NU0174'INTERSTATE HIGHWAY (AS TRAVELED IN LEVELING AND NOT BY TRUCK), 0.2
 NU0174'MILE SOUTH FROM THE PRESENT HIGHWAY, 0.1 MILE SOUTHEAST FROM A FARM
 NU0174'HOUSE, 210 FEET EAST FROM CENTER OF ROAD LEADING TO A GRAVEL PIT, 5
 NU0174'FEET SOUTHEAST FROM A METAL WITNESS POST WITH SIGN, SET IN A
 NU0174'CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND AND
 NU0174'ABOUT 20 FEET HIGHER THAN THE TRACK ROAD.  NOTE-- THIS MARK IS LOCATED
 NU0174'286 FEET NORTH OF OLD LOCATION IN LAVA ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0352 ***********************************************************************
 NU0352  DESIGNATION -  K 99
 NU0352  PID         -  NU0352
 NU0352  STATE/COUNTY-  ID/ONEIDA
 NU0352  USGS QUAD   -  MALAD SUMMIT (1984)
 NU0352
 NU0352                         *CURRENT SURVEY CONTROL
 NU0352  ___________________________________________________________________
 NU0352* NAD 83(1986)-  42 18 24.     (N)    112 12 54.     (W)     SCALED    
 NU0352* NAVD 88     -      1664.705  (meters)    5461.62   (feet)  ADJUSTED  
 NU0352  ___________________________________________________________________
 NU0352  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 NU0352  DYNAMIC HT  -        1663.568 (meters)    5457.89  (feet)  COMP
 NU0352  MODELED GRAV-     979,879.2   (mgal)                       NAVD 88
 NU0352
 NU0352  VERT ORDER  -  SECOND    CLASS 0
 NU0352
 NU0352.The horizontal coordinates were scaled from a topographic map and have
 NU0352.an estimated accuracy of +/- 6 seconds.
 NU0352
 NU0352.The orthometric height was determined by differential leveling
 NU0352.and adjusted by the National Geodetic Survey in June 1991..
 NU0352
 NU0352.The geoid height was determined by GEOID03.
 NU0352
 NU0352.The dynamic height is computed by dividing the NAVD 88
 NU0352.geopotential number by the normal gravity value computed on the
 NU0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0352.degrees latitude (g = 980.6199 gals.).
 NU0352
 NU0352.The modeled gravity was interpolated from observed gravity values.
 NU0352
 NU0352;                    North         East    Units  Estimated Accuracy
 NU0352;SPC ID E     -    71,080.      196,020.      MT  (+/- 180 meters Scaled)
 NU0352
 NU0352                          SUPERSEDED SURVEY CONTROL
 NU0352
 NU0352  NGVD 29 (??/??/92) 1663.603  (m)         5458.00   (f) ADJ UNCH    2 0
 NU0352
 NU0352.Superseded values are not recommended for survey control.
 NU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0352.See file dsdata.txt to determine how the superseded data were derived.
 NU0352
 NU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM998845(NAD 83)
 NU0352_MARKER: DB = BENCH MARK DISK
 NU0352_SETTING: 80 = SET IN A BOULDER
 NU0352_SP_SET: BOULDER
 NU0352_STAMPING: K 99 1960
 NU0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0352+STABILITY: SURFACE MOTION
 NU0352
 NU0352  HISTORY     - Date     Condition        Report By
 NU0352  HISTORY     - 1960     MONUMENTED       CGS
 NU0352  HISTORY     - 1962     GOOD             NGS
 NU0352
 NU0352                          STATION DESCRIPTION
 NU0352
 NU0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU0352'8.5 MI N FROM MALAD.
 NU0352'7.8 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE JUNCTION WITH STATE
 NU0352'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, THENCE WEST OFF HIGHWAY ON A
 NU0352'GRAVEL ROAD 0.5 MILE TO A RANCH HOUSE AND CONTINUE ROAD 0.15 MILE TO
 NU0352'WHERE IT TURNS RIGHT, THENCE NORTH ACROSS A NARROW STRIP OF CULTIVATED
 NU0352'LAND TO THE SUMMIT OF RIDGE, A DISTANCE OF 100 YARDS.  THE SUMMIT OF
 NU0352'RIDGE COVERED WITH SAGE BRUSH AND ROCK, SET IN A LARGE GRANITE BOULDER
 NU0352'4.4 FEET SOUTH FROM A METAL POST WITH SIGN ATTACHED, NEAR THE LINE OF
 NU0352'THE PLANNED ROUTE OF INTERSTATE HIGHWAY 15, AND ABOUT 1 MILE NORTH
 NU0352'CROSS COUNTRY FROM TRIANGULATION STATION 15-63.
 NU0352
 NU0352                          STATION RECOVERY (1962)
 NU0352
 NU0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NU0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0750 ***********************************************************************
 QA0750  DESIGNATION -  KA 4
 QA0750  PID         -  QA0750
 QA0750  STATE/COUNTY-  ID/CUSTER
 QA0750  USGS QUAD   -  BASIN BUTTE (1963)
 QA0750
 QA0750                         *CURRENT SURVEY CONTROL
 QA0750  ___________________________________________________________________
 QA0750* NAD 83(1992)-  44 20 18.54449(N)    114 58 39.76000(W)     ADJUSTED  
 QA0750* NAVD 88     -      2700.0    (meters)    8858.     (feet)  VERTCON   
 QA0750  ___________________________________________________________________
 QA0750  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 QA0750  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 QA0750
 QA0750  HORZ ORDER  -  FIRST
 QA0750
 QA0750.The horizontal coordinates were established by classical geodetic methods
 QA0750.and adjusted by the National Geodetic Survey in July 1992..
 QA0750
 QA0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0750
 QA0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0750
 QA0750.The geoid height was determined by GEOID03.
 QA0750
 QA0750;                    North         East     Units Scale Factor Converg.
 QA0750;SPC ID C     -   297,269.065   422,032.719   MT  1.00002210   -0 41 00.1
 QA0750;UTM  11      - 4,911,457.493   661,211.435   MT  0.99991963   +1 24 49.2
 QA0750
 QA0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0750!SPC ID C     -   0.99957888  x   1.00002210  =   0.99960097
 QA0750!UTM  11      -   0.99957888  x   0.99991963  =   0.99949854
 QA0750
 QA0750:                Primary Azimuth Mark                     Grid Az
 QA0750:SPC ID C     -  PINYON                                   011 20 32.6
 QA0750:UTM  11      -  PINYON                                   009 14 43.3
 QA0750
 QA0750|---------------------------------------------------------------------|
 QA0750| PID    Reference Object                     Distance      Geod. Az  |
 QA0750|                                                           dddmmss.s |
 QA0750| QA0767 PINYON                              APPROX.26.1 KM 0103932.5 |
 QA0750| QA0751 BASIN BUTTE LOOKOUT HOUSE             6.958 METERS 03529     |
 QA0750| CD4228 BASIN BUTTE LOOKOUT                   6.876 METERS 03529     |
 QA0750| CD4226 BASIN RM 1                           18.353 METERS 22800     |
 QA0750| CD4227 BASIN RM 2                           30.444 METERS 30031     |
 QA0750|---------------------------------------------------------------------|
 QA0750
 QA0750                          SUPERSEDED SURVEY CONTROL
 QA0750
 QA0750  NAD 83(1986)-  44 20 18.54271(N)    114 58 39.75307(W) AD(       ) 1
 QA0750  NAD 27      -  44 20 18.87200(N)    114 58 36.42540(W) AD(       ) 1
 QA0750  NGVD 29 (07/19/86) 2698.6    (m)         8854.     (f) VERT ANG       
 QA0750
 QA0750.Superseded values are not recommended for survey control.
 QA0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0750.See file dsdata.txt to determine how the superseded data were derived.
 QA0750
 QA0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK6121111457(NAD 83)
 QA0750_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0750_SETTING: 80 = SET IN A BOULDER
 QA0750_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 QA0750
 QA0750  HISTORY     - Date     Condition        Report By
 QA0750  HISTORY     - 1957     MONUMENTED       CGS
 QA0750  HISTORY     - 1961     GOOD             USGS
 QA0750  HISTORY     - 1966     SEE DESCRIPTION  CGS
 QA0750  HISTORY     - 1972     GOOD             USGS
 QA0750  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 QA0750
 QA0750                          STATION DESCRIPTION
 QA0750
 QA0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 QA0750'THE STATION IS LOCATED ON THE TOP OF A PROMINENT, TIMBERED
 QA0750'MOUNTAIN NEAR THE BASIN BUTTE LOOKOUT HOUSE, AIRLINE ABOUT
 QA0750'8 MILES NORTH-NORTHWEST OF STANLEY AND 29 MILES WEST-NORTHWEST
 QA0750'OF CLAYTON.
 QA0750'
 QA0750'TO REACH THE STATION FROM THE POST OFFICE IN STANLEY GO WEST
 QA0750'ABOUT 50 YARDS TO A CROSS ROAD.  TURN RIGHT AND GO NORTH 0.05
 QA0750'MILE TO AN INTERSECTION.  TURN LEFT ONTO A GRAVELED ROAD AND
 QA0750'GO WEST AND NORTHWEST 4.3 MILES TO A FORK.  TAKE THE RIGHT
 QA0750'FORK AS PER SIGN CAPE HORN AND GO NORTH 0.6 MILE TO A FORK.
 QA0750'TAKE THE RIGHT FORK AND GO NORTHEAST 0.9 MILE TO A FORK.  TAKE
 QA0750'THE LEFT FORK AS PER SIGN VALLEY CR. SAWMILL 2 AND GO WEST
 QA0750'AND NORTH 1.7 MILES TO A SMALL SAWMILL.  CONTINUE NORTH AND
 QA0750'NORTHWEST 0.8 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 QA0750'NORTH 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH
 QA0750'0.8 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTH 1.1
 QA0750'MILES TO A TRIANGULAR-BLAZED 10-INCH PINE ON THE LEFT 0.1
 QA0750'MILE BEFORE REACHING A SMALL MEADOW.  PACK SOUTHWEST ON A GOOD
 QA0750'TRAIL ABOUT 1/4 MILE TO A TRAIL FORK.  TURN RIGHT AND PACK
 QA0750'ABOUT 1-1/2 HOURS NORTH, NORTHWEST, AND NORTH ON A GOOD,
 QA0750'BLAZED TRAIL TO A TRAIL CROSSING IN A SADDLE.  CONTINUE
 QA0750'NORTH ON THE TRAIL AS PER SIGN BASIN BUTTE L.O. 2 AND PACK
 QA0750'ABOUT 3/4 HOUR TO THE TOP OF THE MOUNTAIN, THE LOOKOUT
 QA0750'HOUSE, AND THE STATION.
 QA0750'
 QA0750'THE STATION MARK IS A STANDARD DISK STAMPED BASIN 1957 CEMENTED
 QA0750'IN A DRILL HOLE IN THE TOP OF A BOULDER THAT IS FLUSH WITH THE
 QA0750'GROUND.  IT IS 13.3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 QA0750'LOOKOUT HOUSE AND ABOUT 4 FEET LOWER THAN THE ROCK BASE OF
 QA0750'THE LOOKOUT HOUSE.
 QA0750'
 QA0750'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BASIN NO 1
 QA0750'1957 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 QA0750'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 4 FEET EAST OF A TREE
 QA0750'STUMP AND 9 FEET LOWER THAN THE STATION.
 QA0750'
 QA0750'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BASIN
 QA0750'NO 2 1957 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 QA0750'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 12 FEET LOWER THAN
 QA0750'THE STATION.
 QA0750'
 QA0750'BASIN BUTTE LOOKOUT HOUSE IS A 14-FOOT SQUARE WOODEN BUILDING
 QA0750'WITH A 4-FOOT PORCH AROUND IT.
 QA0750
 QA0750                          STATION RECOVERY (1961)
 QA0750
 QA0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QA0750'STATION MARK AND RM 1 IN GOOD CONDITION, RM 2 NOT FOUND.
 QA0750'
 QA0750'NEW TO REACH FOLLOWS--TO REACH FROM POST OFFICE IN STANLEY, GO
 QA0750'ABOUT 50 YARDS W. TO X-RD.  TURN RIGHT (N.) 0.05 MI TO
 QA0750'INTERSECTION.  TURN LEFT ONTO GRAVEL RD. W. AND NW. 4.3 MI TO
 QA0750'FORK.  TAKE RIGHT FORK AS PER SIGN CAPE HORN 0.6 MI N. TO FORK.
 QA0750'TAKE RIGHT FORK NE. 0.9 MI TO FORK.  TAKE LEFT FORK AS PER SIGN
 QA0750'VALLEY CREEK SAWMILL 2 W. AND N. 1.7 MI TO SMALL SAWMILL.
 QA0750'CONTINUE N. AND NW. ALONG MAIN-TRAVELED RD. 7.3 MI TO BASIN BUTTE
 QA0750'LO AND STATION ON RIGHT.
 QA0750
 QA0750                          STATION RECOVERY (1966)
 QA0750
 QA0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCL)
 QA0750'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 QA0750'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS SEARCHED
 QA0750'FOR BUT NOT RECOVERED AND MAY HAVE BEEN DISTURBED WHEN THE
 QA0750'ROAD TO THE LOOKOUT HOUSE WAS BUILT.  THE FOLLOWING IS A NEW
 QA0750'AND COMPLETE DESCRIPTION.
 QA0750'
 QA0750'THE STATION IS 8 MILES, AIR-LINE NORTHWEST OF STANLEY ON A
 QA0750'PROMINENT TIMBERED MOUNTAIN.  BASIN BUTTE LOOKOUT HOUSE OCCUPIED
 QA0750'THE SAME SUMMIT.
 QA0750'
 QA0750'TO REACH THE STATION FROM THE POST OFFICE IN STANLEY GO NORTH
 QA0750'0.1 MILE TO STATE HIGHWAY 21, TURN LEFT AND GO NORTHWEST ON
 QA0750'STATE HIGHWAY 21 FOR 4.3 MILES TO A FORK, TAKE RIGHT FORK AND
 QA0750'GO NORTH FOR 0.5 MILE TO A FORK, TAKE RIGHT FORK AND GO NORTHEAST
 QA0750'AND EAST FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 QA0750'NORTH FOR 0.25 MILE TO A T INTERSECTION AND SIGN, BASIN BUTTE
 QA0750'I.O., TURN LEFT AS PER SIGN AND GO NORTHERLY FOR 1.6 MILES TO
 QA0750'A SMALL SAWMILL, PASS TO THE RIGHT OF THE SAWMILL AND CONTINUE
 QA0750'ON THE MOUNTAIN ROAD AS PER SIGN, BASIN BUTTE L.O. FOR 5.5
 QA0750'MILES TO A FORK, TAKE RIGHT FORK AND CONTINUE NORTH FOR 0.6
 QA0750'MILE TO THE LOOKOUT AND STATION.
 QA0750'
 QA0750'THE STATION MARK, STAMPED BASIN 1957, IS A STANDARD DISK
 QA0750'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 QA0750'GROUND, 13 FEET SOUTH OF THE SOUTHWEST CORNER OF THE LOOKOUT
 QA0750'AND 4 FEET BELOW THE LEVEL OF THE PORCH AROUND THE LOOKOUT
 QA0750'HOUSE.  WITH YELLOW PAINT A TRIANGLE WAS PAINTED AROUND THE
 QA0750'STATION MARK.  (NOTE 4)
 QA0750'
 QA0750'REFERENCE MARK NO. 1, STAMPED BASIN NO 1 1957, IS A STANDARD
 QA0750'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 1 FOOT BY
 QA0750'1 FOOT AND PROJECTS 3 INCHES.  IT IS 4 FEET EAST OF A STUMP
 QA0750'WITH A WITNESS SIGN NAILED ON IT AND 9 FEET BELOW STATION
 QA0750'ELEVATION.  (NOTE 12C)
 QA0750
 QA0750                          STATION RECOVERY (1972)
 QA0750
 QA0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0750'NEW TO REACH DESCRIPTION AS FOLLOWS
 QA0750'
 QA0750'TO REACH FROM THE POST OFFICE IN STANLEY, GO W. ABOUT 50 YDS. TO A
 QA0750'CROSSROAD, TURN RIGHT (N.) 0.05 MI. TO AN INTERSECTION, TURN LEFT ONTO
 QA0750'A GRAVELED RD. W. AND NW. FOR 4.3 MI. TO A FORK, TAKE THE RIGHT FORK
 QA0750'AS PER SIGN --CAPE HORN-- N. FOR 0.6 MI. TO A FORK, TAKE THE RIGHT
 QA0750'FORK NE. FOR 0.9 MI. TO A FORK, TAKE THE LEFT FORK AS PER SIGN
 QA0750'--VALLEY CREEK SAWMILL 2-- AND GO W. AND N. 1.7 MI. TO A SMALL
 QA0750'SAWMILL, CONTINUE N. AND NW. ALONG MAIN TRAVELED RD. 7.3 MI. TO
 QA0750'BASIN BUTTE L.O. AND STATION ON RIGHT.
 QA0750'
 QA0750'STATION MARK AND REFERENCE MARK NO. 1 FOUND IN
 QA0750'GOOD CONDITION.  REFERENCE MARK NO. 2 NOT FOUND.
 QA0750'
 QA0750'STATION MARK--A STANDARD DISK STAMPED---BASIN 1957---, CEMENTED IN
 QA0750'A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.
 QA0750
 QA0750                          STATION RECOVERY (1983)
 QA0750
 QA0750'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJP)
 QA0750'BASIN 1957 NOT RECOVERED.
 QA0750'
 QA0750'R.M. 1 (STAMPED BASIN NO 1 1957) WAS RECOVERED IN GOOD CONDITION AS
 QA0750'DESCRIBED.  R.M. 2 WAS APPARENTLY DESTROYED AS RELATED IN THE
 QA0750'1966 RECOVERY NOTE.  A SEARCH WAS MADE FOR THE STATION MARK, BUT
 QA0750'WITHOUT R.M. 2 IT IS DIFFICULT TO FIX THE LOCATION AND IT COULD
 QA0750'NOT BE FOUND.  IT APPEARS THAT THERE HAS BEEN NO CONSTRUCTION IN THE
 QA0750'AREA AND, THEREFORE, THERE IS NO REASON TO BELIEVE THE MARK HAS
 QA0750'BEEN DESTROYED.  APPARENTLY IT IS BURIED UNDER A PILE OF SLAB
 QA0750'ROCK.  THE TO REACH INSTRUCTIONS ARE ADEQUATE.  BASIN BUTTE LOH IS
 QA0750'STILL BEING USED AND CONFORMS TO THE 1957 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AC5210 ***********************************************************************
 AC5210  FBN         -  This is a Federal Base Network Control Station.
 AC5210  DESIGNATION -  KAMI GPS
 AC5210  PID         -  AC5210
 AC5210  STATE/COUNTY-  ID/IDAHO
 AC5210  USGS QUAD   -  KAMIAH (1979)
 AC5210
 AC5210                         *CURRENT SURVEY CONTROL
 AC5210  ___________________________________________________________________
 AC5210* NAD 83(1999)-  46 12 45.39944(N)    116 00 19.00156(W)     ADJUSTED  
 AC5210* NAVD 88     -       371.646  (meters)    1219.31   (feet)  ADJUSTED  
 AC5210  ___________________________________________________________________
 AC5210  X           -  -1,938,639.658 (meters)                     COMP
 AC5210  Y           -  -3,973,871.167 (meters)                     COMP
 AC5210  Z           -   4,581,888.561 (meters)                     COMP
 AC5210  LAPLACE CORR-           7.49  (seconds)                    DEFLEC99
 AC5210  ELLIP HEIGHT-         354.80  (meters)          (09/01/00) GPS OBS
 AC5210  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 AC5210  DYNAMIC HT  -         371.621 (meters)    1219.23  (feet)  COMP
 AC5210  MODELED GRAV-     980,539.0   (mgal)                       NAVD 88
 AC5210
 AC5210  HORZ ORDER  -  A
 AC5210  VERT ORDER  -  SECOND    CLASS II
 AC5210  ELLP ORDER  -  THIRD     CLASS I
 AC5210
 AC5210.The horizontal coordinates were established by GPS observations
 AC5210.and adjusted by the National Geodetic Survey in September 2000..
 AC5210.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AC5210.DATUM ITEM on the data sheet items page.
 AC5210
 AC5210.The orthometric height was determined by differential leveling
 AC5210.and adjusted by the National Geodetic Survey in October 1997..
 AC5210
 AC5210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5210
 AC5210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5210
 AC5210.The ellipsoidal height was determined by GPS observations
 AC5210.and is referenced to NAD 83.
 AC5210
 AC5210.The geoid height was determined by GEOID03.
 AC5210
 AC5210.The dynamic height is computed by dividing the NAVD 88
 AC5210.geopotential number by the normal gravity value computed on the
 AC5210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5210.degrees latitude (g = 980.6199 gals.).
 AC5210
 AC5210.The modeled gravity was interpolated from observed gravity values.
 AC5210
 AC5210;                    North         East     Units Scale Factor Converg.
 AC5210;SPC ID W     -   505,102.830   780,302.500   MT  0.99993810   -0 11 03.4
 AC5210;UTM  11      - 5,118,151.317   576,727.907   MT  0.99967237   +0 43 05.3
 AC5210
 AC5210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5210!SPC ID W     -   0.99994438  x   0.99993810  =   0.99988249
 AC5210!UTM  11      -   0.99994438  x   0.99967237  =   0.99961677
 AC5210
 AC5210                          SUPERSEDED SURVEY CONTROL
 AC5210
 AC5210  NAD 83(1992)-  46 12 45.39812(N)    116 00 19.00173(W) AD(       ) B
 AC5210  ELLIP H (01/22/97)  354.86   (m)                       GP(       ) 4 1
 AC5210  NAVD 88 (01/29/98)  371.65   (m)         1219.3    (f) LEVELING    3  
 AC5210
 AC5210.Superseded values are not recommended for survey control.
 AC5210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5210.See file dsdata.txt to determine how the superseded data were derived.
 AC5210
 AC5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM7672818151(NAD 83)
 AC5210_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5210_STAMPING: KAMI GPS 1995
 AC5210_MARK LOGO: NGS   
 AC5210_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5210+STABILITY: SURFACE MOTION
 AC5210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5210+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 AC5210
 AC5210  HISTORY     - Date     Condition        Report By
 AC5210  HISTORY     - 1995     MONUMENTED       NGS
 AC5210  HISTORY     - 19950618 GOOD             NGS
 AC5210  HISTORY     - 19990514 GOOD             NGS
 AC5210  HISTORY     - 20041115 GOOD             DJC
 AC5210
 AC5210                          STATION DESCRIPTION
 AC5210
 AC5210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AC5210'STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) SOUTHEAST OF KAMIAH AND 30.0
 AC5210'KM (18.65 MI) SOUTHEAST OF OROFINO.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AC5210'REACHED FROM THE NORTHEAST END OF THE BRIDGE OVER THE CLEARWATER RIVER
 AC5210'ON U.S.  HIGHWAY 12 IN KAMIAH.  GO SOUTHEAST ON U.S.  HIGHWAY 12 FOR
 AC5210'2.31 KM (1.45 MI) TO THE LEWIS AND CLARK RESORT AND CAFE AND THE MARK
 AC5210'ON THE RIGHT AT A WALK IN ENTRANCE TO THE NEZ PERCE HISTORICAL PARK
 AC5210'SITE (HEART OF THE MONSTER) .  LOCATED 14.05 M (46.10 FT) WEST OF AND
 AC5210'ABOUT 1.0 M (3.3 FT) ABOVE THE HIGHWAY CENTERLINE, 12.5 M (41.0 FT)
 AC5210'NORTHWEST OF A MAIL BOX FOR THE LEWIS AND CLARK R.V.  PARK, 5.95 NORTH
 AC5210'OF THE NORTH GATE POST FOR THE WALK IN ENTRANCE TO THE PARK, 1.75 M
 AC5210'(5.74 FT) EAST OF A POLE FENCE AND 0.60 M (1.97 FT) NORTH OF A
 AC5210'FIBERGLASS WITNESS POST.  MARK IS A 14-INCH IN DIAMETER CONCRETE POST
 AC5210'SET 1.0 METER (3.3 FT) IN THE GROUND WITH A HORIZONTAL CONTROL DISK IN
 AC5210'THE CENTER AND ABOUT FLUSH WITH THE GROUND SURFACE.  DESCRIBED BY B.E.
 AC5210'KELLY.
 AC5210
 AC5210                          STATION RECOVERY (1995)
 AC5210
 AC5210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 AC5210'RECOVERED AS DESCRIBED.
 AC5210
 AC5210                          STATION RECOVERY (1999)
 AC5210
 AC5210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AC5210'RECOVERED AS DESCRIBED.
 AC5210
 AC5210                          STATION RECOVERY (2004)
 AC5210
 AC5210'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2004 (DJC)
 AC5210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1238 ***********************************************************************
 OH1238  DESIGNATION -  KAY
 OH1238  PID         -  OH1238
 OH1238  STATE/COUNTY-  ID/ADA
 OH1238  USGS QUAD   -  BOISE SOUTH (1976)
 OH1238
 OH1238                         *CURRENT SURVEY CONTROL
 OH1238  ___________________________________________________________________
 OH1238* NAD 83(1992)-  43 36 49.62997(N)    116 10 17.77892(W)     ADJUSTED  
 OH1238* NAVD 88     -       913.4    (meters)    2997.     (feet)  VERTCON   
 OH1238  ___________________________________________________________________
 OH1238  LAPLACE CORR-          10.35  (seconds)                    DEFLEC99
 OH1238  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 OH1238
 OH1238  HORZ ORDER  -  FIRST
 OH1238
 OH1238.The horizontal coordinates were established by classical geodetic methods
 OH1238.and adjusted by the National Geodetic Survey in July 1992..
 OH1238
 OH1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1238
 OH1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1238
 OH1238.The geoid height was determined by GEOID03.
 OH1238
 OH1238;                    North         East     Units Scale Factor Converg.
 OH1238;SPC ID W     -   216,369.153   765,968.322   MT  0.99994757   -0 17 27.0
 OH1238;UTM  11      - 4,829,311.711   566,845.233   MT  0.99965496   +0 34 17.2
 OH1238
 OH1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1238!SPC ID W     -   0.99985941  x   0.99994757  =   0.99980698
 OH1238!UTM  11      -   0.99985941  x   0.99965496  =   0.99951441
 OH1238
 OH1238|---------------------------------------------------------------------|
 OH1238| PID    Reference Object                     Distance      Geod. Az  |
 OH1238|                                                           dddmmss.s |
 OH1238| CD5834 KAY RM 1                              8.692 METERS 16539     |
 OH1238| OH1239 KAY AZ MK                           463.242 METERS 2561609.4 |
 OH1238| OH1240 KAY AZ MK TPT                       479.646 METERS 2561606.8 |
 OH1238| CD5835 KAY RM 2                             10.034 METERS 28242     |
 OH1238|---------------------------------------------------------------------|
 OH1238
 OH1238                          SUPERSEDED SURVEY CONTROL
 OH1238
 OH1238  NAD 83(1986)-  43 36 49.63069(N)    116 10 17.77612(W) AD(       ) 1
 OH1238  NAD 27      -  43 36 50.02758(N)    116 10 14.35609(W) AD(       ) 1
 OH1238  NGVD 29 (07/19/86)  912.4    (m)         2993.     (f) VERT ANG       
 OH1238
 OH1238.Superseded values are not recommended for survey control.
 OH1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1238.See file dsdata.txt to determine how the superseded data were derived.
 OH1238
 OH1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6684529312(NAD 83)
 OH1238_MARKER: DD = SURVEY DISK
 OH1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH1238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OH1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1238+STABILITY: SURFACE MOTION
 OH1238
 OH1238  HISTORY     - Date     Condition        Report By
 OH1238  HISTORY     - 1978     MONUMENTED       NGS
 OH1238
 OH1238                          STATION DESCRIPTION
 OH1238
 OH1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH1238'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 12,
 OH1238'T3N, R2E, 6 MILES NORTHWEST OF DIVERSION DAM, 2 MILES
 OH1238'EAST OF BOISE,
 OH1238'1 MILE NORTHEAST OF THE BOISE RIVER ON TOP AND CENTER OF A
 OH1238'SMALL ROCKY KNOLL.  IT IS ON PROPERTY OWNED BY DANMOR DEVELOPMENT
 OH1238'INC.  PERMISSION FOR THE STATION WAS OBTAINED FROM MR. DEAN DOBLE,
 OH1238'PHONE 208/345-3777.
 OH1238'
 OH1238'TO REACH THE STATION FROM THE INTERSECTION OF 6TH STREET AND STATE
 OH1238'STREET WHICH IS JUST EAST OF THE STATE CAPITOL BUILDING IN
 OH1238'BOISE, GO SOUTHEAST ON STATE STREET FOR 0.35 MILE TO THE
 OH1238'T-JUNCTION OF 1ST STREET.  TURN LEFT AND GO ABOUT 50 FEET TO THE
 OH1238'JUNCTION OF FORT STREET.  TURN RIGHT AND GO SOUTHEAST ON FORT
 OH1238'STREET FOR 0.1 MILE TO THE T-JUNCTION OF RESERVE STREET.  TURN
 OH1238'LEFT AND GO NORTHEAST ON RESERVE STREET FOR 0.4 MILE TO A FORK
 OH1238'AND SIGN (TABLE ROCK).  TURN RIGHT AND FOLLOW SHAW MOUNTAIN
 OH1238'ROAD FOR 0.9 MILE TO THE JUNCTION OF SHENANDOAH DRIVE.  TURN
 OH1238'RIGHT AND GO SOUTH ON SHENANDOAH DRIVE FOR 0.2 MILE TO RIMROCK
 OH1238'COURT ON THE RIGHT.  FROM HERE PACK SOUTHWEST, PICKING YOUR WAY TO
 OH1238'THE TOP OF A SMALL ROCKY KNOLL IN THE SOUTHWEST ANGLE OF THE
 OH1238'INTERSECTION.  THIS IS ABOUT A 5 MINUTE PACK.
 OH1238'
 OH1238'THE STATION IS A STANDARD NGS DISK
 OH1238'STAMPED---KAY 1978---,
 OH1238'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.6 METERS
 OH1238'LARGEST DIMENSION.  IT IS LOCATED
 OH1238'23 FEET SOUTH FROM THE NORTH DROPOFF.
 OH1238'29 FEET NORTH FROM THE SOUTH DROPOFF.
 OH1238'68 FEET EAST FROM THE WEST DROPOFF.
 OH1238'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 OH1238'STAMPED---KAY 1978---, SET INTO THE TOP OF
 OH1238'AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 OH1238'
 OH1238'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 OH1238'STAMPED---KAY NO 1 1978---,
 OH1238'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 OH1238'LARGEST DIMENSION.  IT IS LOCATED
 OH1238'24 FEET NORTH FROM THE SOUTH DROPOFF.
 OH1238'34 FEET SOUTH FROM THE NORTH DROPOFF.
 OH1238'89 FEET EAST FROM THE WEST DROPOFF.
 OH1238'MARK IS LEVEL WITH THE STATION.
 OH1238'
 OH1238'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 OH1238'STAMPED---KAY NO 2 1978---,
 OH1238'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1.6 METERS
 OH1238'LARGEST DIMENSION.  IT IS LOCATED
 OH1238'6 FEET NORTH FROM THE SOUTH DROPOFF.
 OH1238'37 FEET EAST FROM THE WEST DROPOFF.
 OH1238'42 FEET SOUTH FROM THE NORTH DROPOFF.
 OH1238'MARK IS LEVEL WITH THE STATION.
 OH1238'
 OH1238'AZIMUTH MARK IS A STANDARD NGS DISK
 OH1238'STAMPED---KAY 1978---,
 OH1238'SET INTO THE TOP OF A CONCRETE SIDEWALK
 OH1238'FLUSH WITH GROUND.  IT IS LOCATED
 OH1238'19 FEET NORTHWEST FROM HOUSE NUMBER 1213.
 OH1238'38.5 FEET EAST FROM A STEEL UTILITY LINE COVER.
 OH1238'45 FEET SOUTHEAST FROM THE CENTER OF THE ROAD.
 OH1238'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST, SOUTH AND
 OH1238'WEST FOR 0.45 MILE TO A POINT WHERE SHENANDOAH DRIVE MAKES A SHARP
 OH1238'LEFT AND 100 FEET BEFORE A CULDESAC.  THE MARK IS ON THE LEFT IN
 OH1238'THE SIDEWALK.
 OH1238'
 OH1238'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0692 ***********************************************************************
 QZ0692  DESIGNATION -  KAY
 QZ0692  PID         -  QZ0692
 QZ0692  STATE/COUNTY-  ID/IDAHO
 QZ0692  USGS QUAD   -  MACKAY BAR (1995)
 QZ0692
 QZ0692                         *CURRENT SURVEY CONTROL
 QZ0692  ___________________________________________________________________
 QZ0692* NAD 83(1992)-  45 23 32.07289(N)    115 30 11.39670(W)     ADJUSTED  
 QZ0692* NAVD 88     -      1035.6    (meters)    3398.     (feet)  VERTCON   
 QZ0692  ___________________________________________________________________
 QZ0692  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 QZ0692  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 QZ0692
 QZ0692  HORZ ORDER  -  SECOND
 QZ0692
 QZ0692.The horizontal coordinates were established by classical geodetic methods
 QZ0692.and adjusted by the National Geodetic Survey in July 1992..
 QZ0692
 QZ0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0692
 QZ0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0692
 QZ0692.The geoid height was determined by GEOID03.
 QZ0692
 QZ0692;                    North         East     Units Scale Factor Converg.
 QZ0692;SPC ID W     -   413,924.999   819,327.563   MT  0.99993792   +0 10 32.6
 QZ0692;UTM  11      - 5,027,614.773   617,165.572   MT  0.99976878   +1 03 56.7
 QZ0692
 QZ0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0692!SPC ID W     -   0.99984004  x   0.99993792  =   0.99977797
 QZ0692!UTM  11      -   0.99984004  x   0.99976878  =   0.99960886
 QZ0692
 QZ0692:                Primary Azimuth Mark                     Grid Az
 QZ0692:SPC ID W     -  SOUTH FORK                               195 02 40.3
 QZ0692:UTM  11      -  SOUTH FORK                               194 09 16.2
 QZ0692
 QZ0692|---------------------------------------------------------------------|
 QZ0692| PID    Reference Object                     Distance      Geod. Az  |
 QZ0692|                                                           dddmmss.s |
 QZ0692| QZ0418 SOUTH FORK                          APPROX. 1.7 KM 1951312.9 |
 QZ0692| CH6861 KAY RM 1                             12.282 METERS 26727     |
 QZ0692| CH6862 KAY RM 2                              5.731 METERS 33303     |
 QZ0692|---------------------------------------------------------------------|
 QZ0692
 QZ0692                          SUPERSEDED SURVEY CONTROL
 QZ0692
 QZ0692  NAD 83(1986)-  45 23 32.07527(N)    115 30 11.39308(W) AD(       ) 2
 QZ0692  NAD 27      -  45 23 32.40370(N)    115 30 07.94996(W) AD(       ) 2
 QZ0692  NGVD 29 (07/19/86) 1034.3    (m)         3393.     (f) VERT ANG       
 QZ0692
 QZ0692.Superseded values are not recommended for survey control.
 QZ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0692.See file dsdata.txt to determine how the superseded data were derived.
 QZ0692
 QZ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL1716627615(NAD 83)
 QZ0692_MARKER: Z = SEE DESCRIPTION
 QZ0692_SETTING: 0 = UNSPECIFIED SETTING
 QZ0692
 QZ0692  HISTORY     - Date     Condition        Report By
 QZ0692  HISTORY     - 1945     MONUMENTED       CGS
 QZ0692  HISTORY     - 1946     SEE DESCRIPTION  CGS
 QZ0692
 QZ0692                          STATION DESCRIPTION
 QZ0692
 QZ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCT)
 QZ0692'STATION IS LOCATED ABOUT 9 MILES, AIRLINE, S OF THE DIXIE RANGER
 QZ0692'STATION, 1-1/4 MILES, AIRLINE, NE OF THE CONFLUENCE OF SALMON
 QZ0692'AND SOUTH FORK SALMON RIVERS.  IT IS ON SE SLOPE OF STEEP
 QZ0692'RIDGE, 22.3 FEET N OF A TRIANGULAR-BLAZED PINE THAT GROWS OUT
 QZ0692'OF A PILE OF ROCK AT EDGE OF CLIFF.  IT IS ABOUT 100 YARDS UP
 QZ0692'THE RIDGE FROM TWO LARGE TRIANGULAR-BLAZED PINE TREES ON THE
 QZ0692'EDGE OF THE ROAD AT A POINT WHERE IT CURVES SHARPLY TO THE S
 QZ0692'GOING UPHILL.
 QZ0692'
 QZ0692'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 QZ0692'OUTCROPPING BEDROCK.  IT IS STAMPED KAY 1945.
 QZ0692'
 QZ0692'REFERENCE MARK 1 IS W OF THE STATION AND 15 FEET E OF EDGE OF
 QZ0692'CLIFF.  IT IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN
 QZ0692'OUTCROPPING BEDROCK AND IS STAMPED KAY NO 1 1945.
 QZ0692'
 QZ0692'REFERENCE MARK 2 IS NW OF THE STATION, 42 FEET NW OF THE
 QZ0692'TRIANGULAR-BLAZED PINE TREE.  IT IS A BRONZE REFERENCE DISK SET
 QZ0692'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED KAY NO 2
 QZ0692'1945.
 QZ0692'
 QZ0692'TRIANGULATION STATION SOUTH FORK IS AZIMUTH MARK.
 QZ0692'
 QZ0692'TO REACH THE STATION FROM N END OF PACK BRIDGE OVER SALMON RIVER
 QZ0692'AT MACKAYS BAR, FOLLOW ROAD N UP RIDGE FOR 2 MILES TO A POINT
 QZ0692'WHERE THE ROAD TURNS SHARPLY TO THE RIGHT, TWO TRIANGULAR-BLAZED
 QZ0692'PINE TREES ON LEFT AND STATION AS DESCRIBED.
 QZ0692
 QZ0692                          STATION RECOVERY (1946)
 QZ0692
 QZ0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JTJ)
 QZ0692'STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND ALL MARKS WERE IN
 QZ0692'GOOD CONDITION.
 QZ0692'
 QZ0692'ADDED FOR FUTURE RECOVERY--PICTURE POINT IS LONE PINE TREE
 QZ0692'PRICKED ON PHOTO 118V-57 OF THE NORTHWEST RIVER SURVEY FLIGHT
 QZ0692'STRIPS.  TREE HAS A TRIANGULAR BLAZE AND IS LOCATED IN A PILE
 QZ0692'OF ROCK.  IT IS 0.41 METER LOWER THAN THE STATION AT THE SURFACE.
 QZ0692'
 QZ0692'TO REACH FROM THE POST OFFICE IN DIXIE, GO S ON THE MAIN TRAVELED
 QZ0692'ROAD FOR 4.6 MILES TO THE DIXIE RANGER STATION AND ROAD FORKS,
 QZ0692'TAKE THE LEFT FORK FOR 2.4 MILES TO ROAD FORKS, TAKE RIGHT
 QZ0692'FORK AS PER SIGN ON TREE PAINTER RANCH 21 FOR 16.45 MILES DOWN
 QZ0692'GRADE TO TWO LARGE TRIANGULAR-BLAZED PINE TREES ON THE RIGHT
 QZ0692'AT A LARGE SWITCH-BACK ON THE ROAD.  AT THIS POINT TURN SHARP
 QZ0692'RIGHT UP THE SLOPE FOR 100 YARDS TO STATION AS DESCRIBED.
 QZ0692'
 QZ0692'DISTANCES AND DIRECTIONS WERE CHECKED AND FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0985 ***********************************************************************
 OY0985  DESIGNATION -  KAY 2
 OY0985  PID         -  OY0985
 OY0985  STATE/COUNTY-  ID/CUSTER
 OY0985  USGS QUAD   -  MACKAY RESERVOIR (1991)
 OY0985
 OY0985                         *CURRENT SURVEY CONTROL
 OY0985  ___________________________________________________________________
 OY0985* NAD 83(1992)-  43 58 02.96756(N)    113 42 13.37007(W)     ADJUSTED  
 OY0985* NAVD 88     -      1888.1    (meters)    6195.     (feet)  VERTCON   
 OY0985  ___________________________________________________________________
 OY0985  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 OY0985  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 OY0985
 OY0985  HORZ ORDER  -  SECOND
 OY0985
 OY0985.The horizontal coordinates were established by classical geodetic methods
 OY0985.and adjusted by the National Geodetic Survey in July 1992..
 OY0985.No horizontal observational check was made to the station.
 OY0985
 OY0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0985
 OY0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0985
 OY0985.The geoid height was determined by GEOID03.
 OY0985
 OY0985;                    North         East     Units Scale Factor Converg.
 OY0985;SPC ID C     -   255,625.927   523,775.704   MT  0.99995432   +0 12 20.5
 OY0985;UTM  12      - 4,871,816.226   283,110.799   MT  1.00017860   -1 52 40.0
 OY0985
 OY0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0985!SPC ID C     -   0.99970580  x   0.99995432  =   0.99966013
 OY0985!UTM  12      -   0.99970580  x   1.00017860  =   0.99988435
 OY0985
 OY0985:                Primary Azimuth Mark                     Grid Az
 OY0985:SPC ID C     -  KAY RM 3 AZIMUTH                         120 04 21.5
 OY0985:UTM  12      -  KAY RM 3 AZIMUTH                         122 09 22.0
 OY0985
 OY0985|---------------------------------------------------------------------|
 OY0985| PID    Reference Object                     Distance      Geod. Az  |
 OY0985|                                                           dddmmss.s |
 OY0985| OY0984 KAY RM 3 AZIMUTH                    475.039 METERS 1201642.0 |
 OY0985| CN4665 KAY 2 RM 3                           14.508 METERS 20328     |
 OY0985| CN4664 KAY RM 2                             21.022 METERS 32036     |
 OY0985| OY0981 KAY                                  28.695 METERS 33417     |
 OY0985|---------------------------------------------------------------------|
 OY0985
 OY0985                          SUPERSEDED SURVEY CONTROL
 OY0985
 OY0985  NAD 83(1986)-  43 58 02.96509(N)    113 42 13.36202(W) AD(       ) 2
 OY0985  NAD 27      -  43 58 03.27718(N)    113 42 10.28137(W) AD(       ) 2
 OY0985  NGVD 29 (07/19/86) 1886.9    (m)         6191.     (f) VERT ANG       
 OY0985
 OY0985.Superseded values are not recommended for survey control.
 OY0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0985.See file dsdata.txt to determine how the superseded data were derived.
 OY0985
 OY0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP8311171816(NAD 83)
 OY0985_MARKER: DS = TRIANGULATION STATION DISK
 OY0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0985+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2000
 OY0985
 OY0985  HISTORY     - Date     Condition        Report By
 OY0985  HISTORY     - 1978     MONUMENTED       NGS
 OY0985  HISTORY     - 20000406 GOOD             IDTD
 OY0985
 OY0985                          STATION DESCRIPTION
 OY0985
 OY0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OY0985'THE STATION IS 6 MILES NORTHWEST OF MACKAY ON GOVERNMENT OWNED
 OY0985'LAND.
 OY0985'
 OY0985'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET, AND U.S.
 OY0985'HIGHWAY 93, WHICH IS 1/2 BLOCK SOUTHWEST OF THE MACKAY POST OFFICE,
 OY0985'GO NORTHWEST ON U.S. HIGHWAY 93 FOR 5.8 MILES TO THE AZIMUTH MARK
 OY0985'ON THE RIGHT.  CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.3 MILE TO
 OY0985'THE STATION ON THE LEFT.
 OY0985'
 OY0985'THE STATION MARK, STAMPED KAY 2 1978, IS A STANDARD DISK SET IN
 OY0985'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5-INCHES, 206
 OY0985'FEET SOUTH OF MILEPOST NO. 115, 168 FEET SOUTH OF A ROAD JUNCTION
 OY0985'TO UPPER CEDAR CREEK, 87 FEET SOUTHWEST OF THE CENTER OF THE
 OY0985'HIGHWAY, 55 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 OY0985'ROAD, AND 2 FEET WEST OF A METAL WITNESS POST.
 OY0985'
 OY0985'REFERENCE MARK NO. 2, STAMPED KAY NO 2 1965, IS A STANDARD DISK SET
 OY0985'IN A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER,
 OY0985'AND PROJECTS 3-INCHES, 71 FEET SOUTHWEST OF THE CENTER OF THE
 OY0985'HIGHWAY, 29 FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVELED
 OY0985'ROAD, AND 1-FOOT HIGHER THAN THE STATION.
 OY0985'
 OY0985'REFERENCE MARK NO. 3, STAMPED KAY 2 NO 3 1978, IS A STANDARD DISK
 OY0985'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES,
 OY0985'26 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 1 FOOT WEST OF A
 OY0985'METAL WITNESS POST, AND 2-1/2 FEET LOWER THAN THE STATION.
 OY0985'
 OY0985'THE AZIMUTH MARK, STAMPED KAY 1965 NO 3 1974, IS A STANDARD REFERENCE
 OY0985'MARK DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OY0985'3-INCHES, 110 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 93, 40
 OY0985'FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET WEST OF A METAL
 OY0985'WITNESS POST, AND 1-FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE
 OY0985'LINE.
 OY0985'
 OY0985'NOTE--FERROUS METAL WAS PLACED IN THE STATION MARK.
 OY0985
 OY0985                          STATION RECOVERY (2000)
 OY0985
 OY0985'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 OY0985'THE MARK IS LEFT (SOUTHWEST) OF US-93 MILEPOST 114.96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1239 ***********************************************************************
 OH1239  DESIGNATION -  KAY AZ MK
 OH1239  PID         -  OH1239
 OH1239  STATE/COUNTY-  ID/ADA
 OH1239  USGS QUAD   -  BOISE SOUTH (1976)
 OH1239
 OH1239                         *CURRENT SURVEY CONTROL
 OH1239  ___________________________________________________________________
 OH1239* NAD 83(1992)-  43 36 46.06674(N)    116 10 37.84697(W)     ADJUSTED  
 OH1239* NAVD 88     -       844.2    (meters)    2770.     (feet)  VERTCON   
 OH1239  ___________________________________________________________________
 OH1239  LAPLACE CORR-           9.88  (seconds)                    DEFLEC99
 OH1239  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 OH1239
 OH1239  HORZ ORDER  -  SECOND
 OH1239
 OH1239.The horizontal coordinates were established by classical geodetic methods
 OH1239.and adjusted by the National Geodetic Survey in July 1992..
 OH1239
 OH1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1239
 OH1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1239
 OH1239.The geoid height was determined by GEOID03.
 OH1239
 OH1239;                    North         East     Units Scale Factor Converg.
 OH1239;SPC ID W     -   216,261.490   765,517.790   MT  0.99994795   -0 17 40.8
 OH1239;UTM  11      - 4,829,197.313   566,396.504   MT  0.99965422   +0 34 03.3
 OH1239
 OH1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1239!SPC ID W     -   0.99987026  x   0.99994795  =   0.99981821
 OH1239!UTM  11      -   0.99987026  x   0.99965422  =   0.99952452
 OH1239
 OH1239                          SUPERSEDED SURVEY CONTROL
 OH1239
 OH1239  NAD 83(1986)-  43 36 46.06742(N)    116 10 37.84430(W) AD(       ) 2
 OH1239  NAD 27      -  43 36 46.46459(N)    116 10 34.42386(W) AD(       ) 2
 OH1239  NGVD 29 (07/19/86)  843.2    (m)         2766.     (f) VERT ANG       
 OH1239
 OH1239.Superseded values are not recommended for survey control.
 OH1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1239.See file dsdata.txt to determine how the superseded data were derived.
 OH1239
 OH1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ6639729197(NAD 83)
 OH1239_MARKER: DD = SURVEY DISK
 OH1239_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OH1239+WITH SETTING: PAVEMENT
 OH1239_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OH1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1239+STABILITY: SURFACE MOTION
 OH1239
 OH1239  HISTORY     - Date     Condition        Report By
 OH1239  HISTORY     - 1978     MONUMENTED       NGS
 OH1239
 OH1239                          STATION DESCRIPTION
 OH1239
 OH1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 OH1239'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 12,
 OH1239'T3N, R2E, 6 MILES NORTHWEST OF DIVERSION DAM, 2 MILES
 OH1239'EAST OF BOISE,
 OH1239'
 OH1239'TO REACH THE STATION FROM THE INTERSECTION OF 6TH STREET AND STATE
 OH1239'STREET WHICH IS JUST EAST OF THE STATE CAPITOL BUILDING IN
 OH1239'BOISE, GO SOUTHEAST ON STATE STREET FOR 0.35 MILE TO THE
 OH1239'T-JUNCTION OF 1ST STREET.  TURN LEFT AND GO ABOUT 50 FEET TO THE
 OH1239'JUNCTION OF FORT STREET.  TURN RIGHT AND GO SOUTHEAST ON FORT
 OH1239'STREET FOR 0.1 MILE TO THE T-JUNCTION OF RESERVE STREET.  TURN
 OH1239'LEFT AND GO NORTHEAST ON RESERVE STREET FOR 0.4 MILE TO A FORK
 OH1239'AND SIGN (TABLE ROCK).  TURN RIGHT AND FOLLOW SHAW MOUNTAIN
 OH1239'ROAD FOR 0.9 MILE TO THE JUNCTION OF SHENANDOAH DRIVE.  TURN
 OH1239'RIGHT AND GO SOUTH ON SHENANDOAH DRIVE FOR 0.2 MILE TO RIMROCK
 OH1239'COURT ON THE RIGHT. CONTINUE EAST SOUTH AND WEST
 OH1239'FOR 0.45 MILE TO A POINT WHERE SHENANDOAH DRIVE MAKES A SHARP
 OH1239'LEFT AND 100 FEET BEFORE A CULDESAC.  THE MARK IS ON THE LEFT IN
 OH1239'THE SIDEWALK.
 OH1239'
 OH1239'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 OH1239'STAMPED---KAY 1978---,
 OH1239'SET INTO THE TOP OF A CONCRETE SIDEWALK
 OH1239'FLUSH WITH GROUND.  IT IS LOCATED
 OH1239'19 FEET NORTHWEST FROM HOUSE NUMBER 1213.
 OH1239'38.5 FEET EAST FROM A STEEL UTILITY LINE COVER.
 OH1239'45 FEET SOUTHEAST FROM THE CENTER OF THE ROAD.
 OH1239'
 OH1239'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0984 ***********************************************************************
 OY0984  DESIGNATION -  KAY RM 3 AZIMUTH
 OY0984  PID         -  OY0984
 OY0984  STATE/COUNTY-  ID/CUSTER
 OY0984  USGS QUAD   -  MACKAY RESERVOIR (1991)
 OY0984
 OY0984                         *CURRENT SURVEY CONTROL
 OY0984  ___________________________________________________________________
 OY0984* NAD 83(1992)-  43 57 55.20689(N)    113 41 54.96756(W)     ADJUSTED  
 OY0984* NAVD 88     -      1887.2    (meters)    6192.     (feet)  VERTCON   
 OY0984  ___________________________________________________________________
 OY0984  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OY0984  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 OY0984
 OY0984  HORZ ORDER  -  SECOND
 OY0984
 OY0984.The horizontal coordinates were established by classical geodetic methods
 OY0984.and adjusted by the National Geodetic Survey in July 1992..
 OY0984
 OY0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0984
 OY0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0984
 OY0984.The geoid height was determined by GEOID03.
 OY0984
 OY0984;                    North         East     Units Scale Factor Converg.
 OY0984;SPC ID C     -   255,387.897   524,186.780   MT  0.99995456   +0 12 33.3
 OY0984;UTM  12      - 4,871,563.353   283,513.039   MT  1.00017646   -1 52 27.0
 OY0984
 OY0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0984!SPC ID C     -   0.99970594  x   0.99995456  =   0.99966052
 OY0984!UTM  12      -   0.99970594  x   1.00017646  =   0.99988235
 OY0984
 OY0984:                Primary Azimuth Mark                     Grid Az
 OY0984:SPC ID C     -  KAY 2                                    300 04 21.4
 OY0984:UTM  12      -  KAY 2                                    302 09 21.7
 OY0984
 OY0984|---------------------------------------------------------------------|
 OY0984| PID    Reference Object                     Distance      Geod. Az  |
 OY0984|                                                           dddmmss.s |
 OY0984| OY0985 KAY 2                               475.039 METERS 3001654.7 |
 OY0984| OY0981 KAY                                 499.084 METERS 3020729.2 |
 OY0984|---------------------------------------------------------------------|
 OY0984
 OY0984                          SUPERSEDED SURVEY CONTROL
 OY0984
 OY0984  NAD 83(1986)-  43 57 55.20433(N)    113 41 54.95949(W) AD(       ) 2
 OY0984  NAD 27      -  43 57 55.38415(N)    113 41 51.98731(W) AD(       ) 2
 OY0984  NGVD 29 (07/19/86) 1886.0    (m)         6188.     (f) VERT ANG       
 OY0984
 OY0984.Superseded values are not recommended for survey control.
 OY0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0984.See file dsdata.txt to determine how the superseded data were derived.
 OY0984
 OY0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP8351371563(NAD 83)
 OY0984_MARKER: DR = REFERENCE MARK DISK
 OY0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OY0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0984+STABILITY: SURFACE MOTION
 OY0984
 OY0984  HISTORY     - Date     Condition        Report By
 OY0984  HISTORY     - 1978     MONUMENTED       NGS
 OY0984
 OY0984                          STATION DESCRIPTION
 OY0984
 OY0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OY0984'THE STATION IS 6 MILES NORTHWEST OF MACKAY ON GOVERNMENT OWNED
 OY0984'LAND.
 OY0984'
 OY0984'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET, AND U.S.
 OY0984'HIGHWAY 93, WHICH IS 1/2 BLOCK SOUTHWEST OF THE MACKAY POST OFFICE,
 OY0984'GO NORTHWEST ON U.S. HIGHWAY 93 FOR 5.8 MILES TO THE AZIMUTH MARK
 OY0984'ON THE RIGHT.
 OY0984'
 OY0984'THE AZIMUTH MARK, STAMPED KAY 1965 NO 3 1974, IS A STANDARD
 OY0984'REFERENCE MARK DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 OY0984'THAT PROJECTS 3-INCHES, 110 FEET NORTHEAST OF THE CENTER OF U.S.
 OY0984'HIGHWAY 93, 40 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET WEST OF
 OY0984'A METAL WITNESS POST, AND 1-FOOT SOUTHWEST OF THE RIGHT-OF-WAY
 OY0984'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0747 ***********************************************************************
 PZ0747  DESIGNATION -  KEG
 PZ0747  PID         -  PZ0747
 PZ0747  STATE/COUNTY-  ID/BUTTE
 PZ0747  USGS QUAD   -  DIAMOND PEAK (1987)
 PZ0747
 PZ0747                         *CURRENT SURVEY CONTROL
 PZ0747  ___________________________________________________________________
 PZ0747* NAD 83(1992)-  44 13 44.27297(N)    113 03 53.45540(W)     ADJUSTED  
 PZ0747* NAVD 88     -      2627.5    (meters)    8620.     (feet)  VERTCON   
 PZ0747  ___________________________________________________________________
 PZ0747  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 PZ0747  GEOID HEIGHT-         -10.57  (meters)                     GEOID03
 PZ0747
 PZ0747  HORZ ORDER  -  SECOND
 PZ0747
 PZ0747.The horizontal coordinates were established by classical geodetic methods
 PZ0747.and adjusted by the National Geodetic Survey in July 1992..
 PZ0747
 PZ0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0747
 PZ0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0747
 PZ0747.The geoid height was determined by GEOID03.
 PZ0747
 PZ0747;                    North         East     Units Scale Factor Converg.
 PZ0747;SPC ID C     -   285,060.458   574,712.041   MT  1.00001599   +0 39 08.4
 PZ0747;SPC ID E     -   285,027.494   128,241.548   MT  1.00001067   -0 37 35.5
 PZ0747;UTM  12      - 4,899,377.158   335,089.541   MT  0.99993447   -1 26 26.2
 PZ0747
 PZ0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0747!SPC ID C     -   0.99958984  x   1.00001599  =   0.99960582
 PZ0747!SPC ID E     -   0.99958984  x   1.00001067  =   0.99960050
 PZ0747!UTM  12      -   0.99958984  x   0.99993447  =   0.99952434
 PZ0747
 PZ0747|---------------------------------------------------------------------|
 PZ0747| PID    Reference Object                     Distance      Geod. Az  |
 PZ0747|                                                           dddmmss.s |
 PZ0747| CN4667 KEG RM 1                             17.000 METERS 08001     |
 PZ0747| PZ0697 COPPER MOUNTAIN                     APPROX.19.7 KM 1080912.2 |
 PZ0747| CN4668 KEG RM 2                              6.720 METERS 19130     |
 PZ0747| CN4666 KEG AZ MK                                          3535007.0 |
 PZ0747|---------------------------------------------------------------------|
 PZ0747
 PZ0747                          SUPERSEDED SURVEY CONTROL
 PZ0747
 PZ0747  NAD 83(1986)-  44 13 44.26893(N)    113 03 53.44922(W) AD(       ) 2
 PZ0747  NAD 27      -  44 13 44.59800(N)    113 03 50.40400(W) AD(       ) 2
 PZ0747  NGVD 29 (07/19/86) 2626.0    (m)         8615.     (f) VERT ANG       
 PZ0747
 PZ0747.Superseded values are not recommended for survey control.
 PZ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0747.See file dsdata.txt to determine how the superseded data were derived.
 PZ0747
 PZ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP3509099377(NAD 83)
 PZ0747_MARKER: DS = TRIANGULATION STATION DISK
 PZ0747_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0747
 PZ0747  HISTORY     - Date     Condition        Report By
 PZ0747  HISTORY     - 1950     MONUMENTED       CGS
 PZ0747  HISTORY     - 1956     GOOD             USGS
 PZ0747
 PZ0747                          STATION DESCRIPTION
 PZ0747
 PZ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0747'THE STATION IS LOCATED ON THE HIGHEST POINT OF A ROCKY TOPPED
 PZ0747'BUTTE, ABOUT 19 MILES SOUTH SOUTHEAST OF GILMORE, ABOUT 4-1/2
 PZ0747'MILES WEST OF THE KAUFMAN GUARD STATION, ABOUT 1/2 MILE SOUTH OF
 PZ0747'THE LEMHI-BUTTE COUNTY LINE, ABOUT 1/2 MILE EAST OF A FLAT
 PZ0747'GRASSY TOPPED HILL THAT IS ABOUT 400 FEET HIGHER AND ABOUT 1/2
 PZ0747'MILE NORTH OF A DENSE GROWTH OF TIMBER.
 PZ0747'
 PZ0747'TO REACH, FROM THE U.S. POST OFFICE IN TERRETON, GO NORTHWESTERLY,
 PZ0747'ON STATE HIGHWAY 28, FOR 41.3 MILES TO THE BIRCH CREEK BRIDGE.
 PZ0747'CONTINUE NORTH, ON STATE HIGHWAY 28, FOR 0.05 MILE TO SIDE
 PZ0747'ROAD LEFT.  TURN LEFT, AND GO NORTHWESTERLY 0.4 MILES TO FORKS.
 PZ0747'TAKE LEFT FORK, AND GO WEST 0.3 MILE TO FORKS.  TAKE LEFT FORK,
 PZ0747'AND GO WEST 0.9 MILE TO FORKS.  TAKE RIGHT FORK, AND GO
 PZ0747'NORTHERLY 2.6 MILES TO FORKS.  TAKE LEFT FORK, AND GO WEST 0.5
 PZ0747'MILE TO END OF ROAD.  TURN LEFT, ACROSS SMALL DRAW AND UP
 PZ0747'RIDGE, AND GO SOUTHWEST 1.6 MILES TO ROCKY SADDLE AND THE
 PZ0747'AZIMUTH MARK.  CONTINUE SOUTH, ALONG TOP OF RIDGE 0.4 MILE TO
 PZ0747'HIGHEST POINT OF ROCKY BUTTE AND THE STATION.
 PZ0747'
 PZ0747'THE STATION MARK IS A STANDARD DISK, STAMPED KEG 1950, SET INTO
 PZ0747'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4
 PZ0747'INCHES.
 PZ0747'
 PZ0747'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEG NO 1
 PZ0747'1950, SET INTO A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 PZ0747'ABOUT 4 INCHES AND IS ABOUT 8 FEET LOWER THAN THE STATION.
 PZ0747'
 PZ0747'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEG NO 2
 PZ0747'1950, SET INTO A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 PZ0747'ABOUT FLUSH WITH THE SURROUNDING BEDROCK AND IS ABOUT 1-1/2
 PZ0747'FEET LOWER THAN THE STATION.
 PZ0747'
 PZ0747'THE AZIMUTH MARK IS A U.S. GENERAL LAND OFFICE MARK, STAMPED
 PZ0747'S 36 S 1 1926, SET INTO THE TOP AND PINNED TO A 1-1/2 INCH IRON
 PZ0747'PIPE THAT PROJECTS ABOUT 20 INCHES.  IT IS LOCATED ALONG THE EAST
 PZ0747'SIDE OF THE STATION RIDGE, ABOUT 200 FEET EAST OF THE TOP OF THE
 PZ0747'RIDGE, ABOUT 50 FEET LOWER THAN THE TOP OF THE RIDGE AND IN A
 PZ0747'SMALL PATCH OF SAGE BRUSH.
 PZ0747
 PZ0747                          STATION RECOVERY (1956)
 PZ0747
 PZ0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0747'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 PZ0747'
 PZ0747'STATION MARK--A STANDARD DISK STAMPED---KEG 1950---, SET INTO A DRILL
 PZ0747'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1391 ***********************************************************************
 QB1391  DESIGNATION -  KEITH
 QB1391  PID         -  QB1391
 QB1391  STATE/COUNTY-  ID/WASHINGTON
 QB1391  USGS QUAD   -  STURGILL PEAK (1987)
 QB1391
 QB1391                         *CURRENT SURVEY CONTROL
 QB1391  ___________________________________________________________________
 QB1391* NAD 83(1992)-  44 35 17.16574(N)    116 55 05.67665(W)     ADJUSTED  
 QB1391* NAVD 88     -      2173.2    (meters)    7130.     (feet)  VERTCON   
 QB1391  ___________________________________________________________________
 QB1391  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 QB1391  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 QB1391
 QB1391  HORZ ORDER  -  THIRD
 QB1391
 QB1391.The horizontal coordinates were established by classical geodetic methods
 QB1391.and adjusted by the National Geodetic Survey in July 1992..
 QB1391
 QB1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1391
 QB1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1391
 QB1391.The geoid height was determined by GEOID03.
 QB1391
 QB1391;                    North         East     Units Scale Factor Converg.
 QB1391;SPC ID W     -   325,199.808   707,236.210   MT  1.00003912   -0 49 12.6
 QB1391;UTM  11      - 4,937,198.616   506,489.662   MT  0.99960052   +0 03 26.6
 QB1391
 QB1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1391!SPC ID W     -   0.99966189  x   1.00003912  =   0.99970099
 QB1391!UTM  11      -   0.99966189  x   0.99960052  =   0.99926254
 QB1391
 QB1391                          SUPERSEDED SURVEY CONTROL
 QB1391
 QB1391  NAD 83(1991)-  44 35 17.16677(N)    116 55 05.67451(W) AD(       ) 3
 QB1391  NGVD 29 (11/04/91) 2172.0    (m)         7126.     (f) VERT ANG       
 QB1391
 QB1391.Superseded values are not recommended for survey control.
 QB1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1391.See file dsdata.txt to determine how the superseded data were derived.
 QB1391
 QB1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK0649037199(NAD 83)
 QB1391_MARKER: DD = SURVEY DISK
 QB1391_SETTING: 66 = SET IN ROCK OUTCROP
 QB1391_SP_SET: SET IN ROCK OUTCROP
 QB1391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1391+STABILITY: POSITION/ELEVATION WELL
 QB1391
 QB1391  HISTORY     - Date     Condition        Report By
 QB1391  HISTORY     - 1954     MONUMENTED       USGS
 QB1391
 QB1391                          STATION DESCRIPTION
 QB1391
 QB1391'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QB1391'LOCATED ABOUT 11.5 MI. NEARLY W. OF CAMBRIDGE AND 6.0 MI. NNE. OF THE
 QB1391'FOREST SERVICE MANN CREEK GUARD STATION, ON A TOP IMMEDIATELY SE. OF
 QB1391'HITT PEAK AT HEAD OF KEITHLEY CREEK AND ON HIGHEST POINT OF ROCKY TOP.
 QB1391'
 QB1391'TO REACH FROM MIDVALE POST OFFICE, DRIVE W. FOR 0.3 MI., CROSSING U.S.
 QB1391'HIGHWAY 95 TO T-RD., TAKE RIGHT FORK (N.) FOR 2.0 MI. TO T-RD. W.
 QB1391'(KEITHLEY CREEK ROAD), TAKE KEITHLEY CREEK ROAD FOR 0.8 MI. TO T-RD.,
 QB1391'TAKE LEFT FORK (W.) FOR 9.1 MI. TO CREEK.  PACK W. UP HILL TO HIGHEST
 QB1391'POINT AND STATION.  ABOUT 1-1/2 HRS. PACK.
 QB1391'STATION MARK--STANDARD TABLET STAMPED---KEITH 1954---,
 QB1391'CEMENTED IN OUTCROPPING BOULDER.
 QB1391'
 QB1391'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 QB1391'1954---, CEMENTED IN TOP OF LARGE BOULDER, 49.55 FT. FROM STATION MARK
 QB1391'7 DEGREES 21 MINUTES SW.
 QB1391'
 QB1391'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO 2
 QB1391'1954---, CEMENTED IN TOP OF LARGE BOULDER, 19.56 FT. FROM STATION MARK
 QB1391'66 DEGREES 37 MINUTES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1340 ***********************************************************************
 QB1340  DESIGNATION -  KEITHLY
 QB1340  PID         -  QB1340
 QB1340  STATE/COUNTY-  ID/WASHINGTON
 QB1340  USGS QUAD   -  HOPPER CREEK (1987)
 QB1340
 QB1340                         *CURRENT SURVEY CONTROL
 QB1340  ___________________________________________________________________
 QB1340* NAD 83(1992)-  44 30 10.66132(N)    116 50 00.98842(W)     ADJUSTED  
 QB1340* NAVD 88     -      1303.2    (meters)    4276.     (feet)  VERTCON   
 QB1340  ___________________________________________________________________
 QB1340  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 QB1340  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 QB1340
 QB1340  HORZ ORDER  -  FIRST
 QB1340
 QB1340.The horizontal coordinates were established by classical geodetic methods
 QB1340.and adjusted by the National Geodetic Survey in July 1992..
 QB1340
 QB1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 QB1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QB1340
 QB1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB1340
 QB1340.The geoid height was determined by GEOID03.
 QB1340
 QB1340;                    North         East     Units Scale Factor Converg.
 QB1340;SPC ID W     -   315,646.671   713,831.149   MT  1.00002461   -0 45 34.6
 QB1340;UTM  11      - 4,927,751.596   513,227.129   MT  0.99960215   +0 06 59.9
 QB1340
 QB1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB1340!SPC ID W     -   0.99979827  x   1.00002461  =   0.99982287
 QB1340!UTM  11      -   0.99979827  x   0.99960215  =   0.99940050
 QB1340
 QB1340|---------------------------------------------------------------------|
 QB1340| PID    Reference Object                     Distance      Geod. Az  |
 QB1340|                                                           dddmmss.s |
 QB1340| CD5837 KEITHLY RM 1                          8.496 METERS 09743     |
 QB1340| QB1295 MIDVALE WATER TANK                  APPROX. 8.8 KM 1143118.9 |
 QB1340| CD5838 KEITHLY RM 2                         11.515 METERS 18741     |
 QB1340| CD5836 KEITHLY AZ MK                                      2030128.4 |
 QB1340|---------------------------------------------------------------------|
 QB1340
 QB1340                          SUPERSEDED SURVEY CONTROL
 QB1340
 QB1340  NAD 83(1991)-  44 30 10.66150(N)    116 50 00.98775(W) AD(       ) 1
 QB1340  NAD 83(1986)-  44 30 10.66141(N)    116 50 00.98771(W) AD(       ) 1
 QB1340  NAD 27      -  44 30 11.08274(N)    116 49 57.39255(W) AD(       ) 1
 QB1340  NGVD 29 (07/19/86) 1302.1    (m)         4272.     (f) VERT ANG       
 QB1340
 QB1340.Superseded values are not recommended for survey control.
 QB1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1340.See file dsdata.txt to determine how the superseded data were derived.
 QB1340
 QB1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK1322727752(NAD 83)
 QB1340_MARKER: Z = SEE DESCRIPTION
 QB1340_SETTING: 0 = UNSPECIFIED SETTING
 QB1340
 QB1340  HISTORY     - Date     Condition        Report By
 QB1340  HISTORY     - 1966     MONUMENTED       CGS
 QB1340
 QB1340                          STATION DESCRIPTION
 QB1340
 QB1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QB1340'THE STATION IS LOCATED ON THE TOP OF A HIGH SAGE BRUSH COVERED
 QB1340'HILL WHICH IS 9 MILES AIRLINE SOUTHWEST OF CAMBRIDGE AND 5-1/2
 QB1340'MILES NORTHWEST OF MIDVALE.
 QB1340'
 QB1340'TO REACH THE STATION FROM THE INTERSECTION OF KEITHLY ROAD
 QB1340'AND U.S. HIGHWAY 95 IN MIDVALE GO WEST AND NORTH ALONG KEITHLY
 QB1340'ROAD FOR 2.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT ALONG
 QB1340'KEITHLY CREEK ROAD FOR 0.8 MILE TO A T-INTERSECTION.  TURN
 QB1340'LEFT FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO WEST
 QB1340'AND SOUTH FOR 1.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 QB1340'GO WEST FOR 0.25 MILE TO A SIDE ROAD LEFT AT A BOARD GATE.
 QB1340'PASS THROUGH THE GATE AND GO SOUTH FOR 0.05 MILE TO A FORK.
 QB1340'TAKE THE RIGHT FORK WEST FOR 0.45 MILE TO THE SOUTH 1 OF 2
 QB1340'GATES.  PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD FOR
 QB1340'0.8 MILE TO A GATE.  PASS THROUGH THE GATE AND GO WEST AND
 QB1340'NORTHWEST FOR 0.45 MILE TO A FORK.  TAKE THE RIGHT FORK
 QB1340'FOR 0.25 MILE TO A GATE.  PASS THROUGH GATE AND GO WEST
 QB1340'FOR 0.35 MILE TO TOP OF RIDGE.  TURN RIGHT ON TRACK ROAD
 QB1340'ALONG THE RIDGE AND GO NORTH FOR 0.9 MILE TO THE AZIMUTH
 QB1340'MARK ON THE RIGHT, CONTINUE AHEAD FOR 0.2 MILE TO A FORK.
 QB1340'TAKE THE RIGHT FORK LEADING EAST FOR 0.4 TO A SADDLE ON THE
 QB1340'RIDGE.  TURN LEFT ALONG A DIM TRACK ROAD FOR 0.15 MILE TO THE
 QB1340'HIGHEST PART OF THE HILL AND THE STATION.
 QB1340'
 QB1340'THE STATION MARK IS A STANDARD DISK STAMPED KEITHLY 1966.
 QB1340'IT IS BRAZED TO THE TOP OF A LENGTH OF SOIL PIPE WHICH PROJECTS
 QB1340'9 INCHES.
 QB1340'
 QB1340'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KEITHLY NO 1 1966.
 QB1340'IT IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 QB1340'10 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 QB1340'
 QB1340'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KEITHLY NO 2 1966.
 QB1340'IT IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 QB1340'1 FOOT.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 QB1340'
 QB1340'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KEITHLY 1966.
 QB1340'IT IS SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK.  IT IS
 QB1340'33 FEET EAST OF THE CENTER OF THE TRACK ROAD AND 7 FEET SOUTHEAST
 QB1340'OF THE WITNESS POST.
 QB1340'
 QB1340'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1488 ***********************************************************************
 SV1488  DESIGNATION -  KELLOGG
 SV1488  PID         -  SV1488
 SV1488  STATE/COUNTY-  ID/SHOSHONE
 SV1488  USGS QUAD   -  MASONIA (1995)
 SV1488
 SV1488                         *CURRENT SURVEY CONTROL
 SV1488  ___________________________________________________________________
 SV1488* NAD 83(1992)-  47 29 18.77268(N)    116 07 42.32277(W)     ADJUSTED  
 SV1488* NAVD 88     -      1921.8    (meters)    6305.     (feet)  VERTCON   
 SV1488  ___________________________________________________________________
 SV1488  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 SV1488  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SV1488
 SV1488  HORZ ORDER  -  SECOND
 SV1488
 SV1488.The horizontal coordinates were established by classical geodetic methods
 SV1488.and adjusted by the National Geodetic Survey in July 1992..
 SV1488
 SV1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1488
 SV1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1488
 SV1488.The geoid height was determined by GEOID03.
 SV1488
 SV1488;                    North         East     Units Scale Factor Converg.
 SV1488;SPC ID W     -   646,974.382   771,483.981   MT  0.99994332   -0 16 44.2
 SV1488;UTM  11      - 5,259,825.122   565,655.511   MT  0.99965297   +0 38 33.0
 SV1488
 SV1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1488!SPC ID W     -   0.99970146  x   0.99994332  =   0.99964480
 SV1488!UTM  11      -   0.99970146  x   0.99965297  =   0.99935453
 SV1488
 SV1488|---------------------------------------------------------------------|
 SV1488| PID    Reference Object                     Distance      Geod. Az  |
 SV1488|                                                           dddmmss.s |
 SV1488| SV1489 KELLOGG                               8.437 METERS 05153     |
 SV1488| SU1056 CAPITAL                             APPROX.14.2 KM 0561909.1 |
 SV1488| CH6867 KELLOGG RM 3                          5.495 METERS 27006     |
 SV1488|---------------------------------------------------------------------|
 SV1488
 SV1488                          SUPERSEDED SURVEY CONTROL
 SV1488
 SV1488  NAD 83(1986)-  47 29 18.77518(N)    116 07 42.31345(W) AD(       ) 2
 SV1488  NAD 27      -  47 29 19.04721(N)    116 07 38.72367(W) AD(       ) 2
 SV1488  NGVD 29 (07/19/86) 1920.6    (m)         6301.     (f) VERT ANG       
 SV1488
 SV1488.Superseded values are not recommended for survey control.
 SV1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1488.See file dsdata.txt to determine how the superseded data were derived.
 SV1488
 SV1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6565659825(NAD 83)
 SV1488_MARKER: Z = SEE DESCRIPTION
 SV1488_SETTING: 0 = UNSPECIFIED SETTING
 SV1488
 SV1488  HISTORY     - Date     Condition        Report By
 SV1488  HISTORY     - 1958     MONUMENTED       CGS
 SV1488  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SV1488
 SV1488                          STATION DESCRIPTION
 SV1488
 SV1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1488'THE STATION IS ABOUT 3-1/4 MILES SOUTH OF KELLOGG, 4 MILES
 SV1488'SOUTHEAST OF SMELTERVILLE, 6 MILES SOUTHWEST OF OSBURN ON
 SV1488'THE SUMMIT OF KELLOGG PEAK WHICH IS A GRASSY AND TIMBERED
 SV1488'HILL TO THE NORTH OF A HIGHER HILL.
 SV1488'
 SV1488'TO REACH FROM THE INTERSECTION OF THE PRESENT U.S. HIGHWAY
 SV1488'10 AND HILL STREET AT KELLOGG GO SOUTH ON HILL STREET FOR
 SV1488'0.3 MILE TO A T INTERSECTION.  TURN RIGHT, WEST, ON PAVED
 SV1488'STREET AND GO 0.8 MILE TO A SIDE ROAD LEFT 0.1 MILE AFTER
 SV1488'PASSING UNDER THE BUNKER HILL CO. OVERPASS.  TURN LEFT, SOUTH,
 SV1488'CROSS OVER RAILROAD TRACKS AND GO ON DIRT ROAD UP CANYON
 SV1488'FOR 1.4 MILE TO CROSS ROADS IN A SADDLE.  TURN SHARP RIGHT,
 SV1488'NORTHWEST, AND GO FOR 0.4 MILE TO A SIGN ON THE LEFT, KELLOGG
 SV1488'PEAK 6.  TURN LEFT, SOUTH, AS PER SIGN AND GO ON DIRT ROAD
 SV1488'UP STEEP HILL FOR 2.2 MILES TO A FORK.  TAKE LEFT FORK,
 SV1488'SOUTHEAST, FOR 2.2 MILES TO END OF TRUCK TRAVEL ABOUT 0.15 MILE
 SV1488'AFTER PASSING OVER A LARGE SHALE SLIDE.  IN ORDER TO TURN
 SV1488'A VEHICLE AROUND IT IS NECESSARY TO CONTINUE ON STRAIGHT
 SV1488'AHEAD ABOUT 0.6 MILE TO A TURN AROUND IN A SADDLE.  FROM
 SV1488'END OF TRUCK TRAVEL PACK NORTHEAST TO CREST OF RIDGE AND
 SV1488'SADDLE, THENCE RIGHT UP RIDGE TO HIGHEST POINT AND
 SV1488'STATION.
 SV1488'
 SV1488'THE STATION MARK, STAMPED KELLOGG 1958, IS A STANDARD DISK
 SV1488'CEMENTED IN A DRILL HOLE IN A CONCRETE ANCHOR POST FOR A LOOKOUT
 SV1488'TOWER WHICH HAS BEEN DESTROYED.
 SV1488'
 SV1488'REFERENCE MARK, STAMPED KELLOGG NO 3, IS A USGS BRONZE DISK
 SV1488'CEMENTED IN A DRILL HOLE IN A CONCRETE ANCHOR POST FOR A LOOKOUT
 SV1488'TOWER AND IS ABOUT LEVEL WITH THE STATION.
 SV1488'
 SV1488'REFERENCE MARK IS A DRILL HOLE IN A ROCK WITH THE LETTERS
 SV1488'USGS CHISELED ON IT AND IS ABOUT THE SAME LEVEL AS THE STATION.
 SV1488'THIS MARK IS THE ORIGINAL KELLOGG STATION ESTABLISHED BY
 SV1488'THE USGS.
 SV1488
 SV1488                          STATION RECOVERY (1968)
 SV1488
 SV1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 SV1488'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION
 SV1488'ALTHOUGH A SMALL FROST CRACK WAS NOTED IN THE ROCK MARKING THE
 SV1488'USGS STATION WHICH MAY EVENTUALLY SPLIT IT IN TWO.  A NEW ROUTE
 SV1488'WAS FOUND TO THE END OF TRUCK TRAVEL USING THE ROAD TO THE SUMMIT
 SV1488'STATION OF THE JACKASS SKI LIFT ON WARDNER PEAK.  MARK
 SV1488'MEASUREMENTS PROBABLY DO NOT COMPARE BECAUSE OF LONG GRASS.  A
 SV1488'COMPLETE DESCRIPTION FOLLOWS--
 SV1488'
 SV1488'THE STATION IS LOCATED 6-1/4 MILES WEST-SOUTHWEST OF OSBURN, 3-3/4
 SV1488'MILES SOUTH OF KELLOGG, ON THE HIGHEST POINT OF KELLOGG PEAK AND
 SV1488'TOWARD THE EAST END OF THE SMALL FLAT AREA ON THE SUMMIT.
 SV1488'
 SV1488'TO REACH THE STATION FROM THE POST OFFICE ON DIVISION STREET IN
 SV1488'KELLOGG GO SOUTH 0.1 MILE ON DIVISION STREET TO A DIAGONAL
 SV1488'INTERSECTION.  TURN RIGHT AND CONTINUE SOUTH ON DIVISION STREET
 SV1488'1.4 MILES TO A GRAVEL SIDE ROAD ON THE RIGHT AND SIGN SKI
 SV1488'BOWL.  TURN RIGHT AND CLIMB 6.9 MILES BY WINDING ROAD TO THE
 SV1488'PARKING AREA AT THE JACKASS SKI LODGE.  TAKE THE RIGHT FORK FROM
 SV1488'THE PARKING AREA AND GO 0.1 MILE AROUND THE NORTH SIDE OF THE
 SV1488'LODGE BUILDING AND EAST TO A BULLDOZED ROAD ON THE RIGHT UNDER
 SV1488'THE LIFT CABLES.  TURN RIGHT AND CLIMB ON BULLDOZED ROAD
 SV1488'SWITCHBACKS APPROXIMATELY 1.1 MILES TO THE SUMMIT HOUSE
 SV1488'PARKING AREA AND THE END OF TRUCK TRAVEL.  PACK SOUTHEAST DOWN
 SV1488'FROM THE PARKING AREA ALONG THE RIDGE THEN CLIMB THE RIDGE
 SV1488'EASTERLY TO THE SUMMIT AND THE STATION.  ABOUT A 30 MINUTE
 SV1488'PACK WITH LOAD.  FOUR WHEEL DRIVE WAS USED ABOVE THE
 SV1488'LODGE BUILDING.
 SV1488'
 SV1488'THE STATION MARK IS A STANDARD DISK STAMPED KELLOGG 1958
 SV1488'CEMENTED IN A DRILL HOLE IN THE 18-INCH SQUARE CONCRETE FOOTING
 SV1488'OF THE FORMER LOOKOUT.  IT PROJECTS 2 INCHES ABOVE GROUND, HAS
 SV1488'AN EYEBOLT IN THE NORTHEAST CORNER, AND IS 8 FT 6 IN NORTHEAST
 SV1488'OF THE NORTHEAST CORNER OF AN OLD CRIBBED-UP HOLE 4 FEET DEEP.
 SV1488'
 SV1488'THE U.S. GEOLOGICAL SURVEY STATION IS A 3/4-INCH DRILL HOLE IN
 SV1488'A SMALL ROCK 8 INCHES LONG BY 5 INCHES WIDE FLUSH WITH THE GROUND
 SV1488'AND HIDDEN IN GRASS AT THE SAME ELEVATION AS THE STATION.  IT IS
 SV1488'MARKED US AND GS AND WAS USED AS A REFERENCE POINT.
 SV1488'
 SV1488'REFERENCE MARK 3 IS A STANDARD USGS REFERENCE DISK STAMPED
 SV1488'KELLOGG NO 3 CEMENTED IN A DRILL HOLE IN AN 18-INCH SQUARE
 SV1488'CONCRETE FOOTING FLUSH WITH THE GROUND AND HAVING AN EYEBOLT
 SV1488'PROJECTING 8 INCHES IN ITS NORTHWEST CORNER.  THE ARROW POINTS
 SV1488'TO THE USGS STATION.
 SV1488'
 SV1488'STATION CAPITAL USGS 1958 CAN BE USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1489 ***********************************************************************
 SV1489  DESIGNATION -  KELLOGG
 SV1489  PID         -  SV1489
 SV1489  STATE/COUNTY-  ID/SHOSHONE
 SV1489  USGS QUAD   -  MASONIA (1995)
 SV1489
 SV1489                         *CURRENT SURVEY CONTROL
 SV1489  ___________________________________________________________________
 SV1489* NAD 83(1992)-  47 29 18.94130(N)    116 07 42.00567(W)     ADJUSTED  
 SV1489* NAVD 88     -      1920.     (meters)    6299.     (feet)  SCALED    
 SV1489  ___________________________________________________________________
 SV1489  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 SV1489  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SV1489
 SV1489  HORZ ORDER  -  SECOND
 SV1489
 SV1489.The horizontal coordinates were established by classical geodetic methods
 SV1489.and adjusted by the National Geodetic Survey in July 1992..
 SV1489
 SV1489.The orthometric height was scaled from a topographic map.
 SV1489
 SV1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1489
 SV1489.The geoid height was determined by GEOID03.
 SV1489
 SV1489;                    North         East     Units Scale Factor Converg.
 SV1489;SPC ID W     -   646,979.557   771,490.644   MT  0.99994332   -0 16 44.0
 SV1489;UTM  11      - 5,259,830.402   565,662.087   MT  0.99965298   +0 38 33.2
 SV1489
 SV1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1489!SPC ID W     -   0.99970171  x   0.99994332  =   0.99964505
 SV1489!UTM  11      -   0.99970171  x   0.99965298  =   0.99935479
 SV1489
 SV1489|---------------------------------------------------------------------|
 SV1489| PID    Reference Object                     Distance      Geod. Az  |
 SV1489|                                                           dddmmss.s |
 SV1489| CH6866 KELLOGG RM 2                          6.130 METERS 09009     |
 SV1489| CH6865 KELLOGG RM 1                          8.140 METERS 23206     |
 SV1489| CH6867 KELLOGG RM 3                         13.210 METERS 24651     |
 SV1489| SV1442 LINFOR RESET                        APPROX.13.5 KM 3380545.1 |
 SV1489|---------------------------------------------------------------------|
 SV1489
 SV1489                          SUPERSEDED SURVEY CONTROL
 SV1489
 SV1489  NAD 83(1986)-  47 29 18.94380(N)    116 07 41.99634(W) AD(       ) 2
 SV1489  NAD 27      -  47 29 19.21570(N)    116 07 38.40673(W) AD(       ) 2
 SV1489
 SV1489.Superseded values are not recommended for survey control.
 SV1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1489.See file dsdata.txt to determine how the superseded data were derived.
 SV1489
 SV1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6566259830(NAD 83)
 SV1489_MARKER: X = CHISELED CROSS
 SV1489_SETTING: 80 = SET IN A BOULDER
 SV1489_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SV1489
 SV1489  HISTORY     - Date     Condition        Report By
 SV1489  HISTORY     - 1936     MONUMENTED       USGS
 SV1489  HISTORY     - 1938     GOOD             USGS
 SV1489  HISTORY     - 1956     GOOD             USGS
 SV1489
 SV1489                          STATION DESCRIPTION
 SV1489
 SV1489'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 SV1489'LOCATED ABOUT 3 MI S. OF WARDNER.
 SV1489'
 SV1489'STATION MARK--CHISELED CROSS AND LETTERS USGS IN TOP OF ROCK
 SV1489'SET IN GROUND.
 SV1489'
 SV1489'RM 1--NORTHEAST CORNER OF CONCRETE PIER AT NORTHEAST CORNER OF
 SV1489'LOT.
 SV1489'
 SV1489'RM 2--CENTER OF STUMP OF TREE.
 SV1489
 SV1489                          STATION RECOVERY (1938)
 SV1489
 SV1489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 SV1489'NOT OCCUPIED.
 SV1489
 SV1489                          STATION RECOVERY (1956)
 SV1489
 SV1489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SV1489'RECOVERED AS DESCRIBED.  LOT DESTROYED.
 SV1489'
 SV1489'TO REACH FROM BUNKER HILL AND SULLIVAN SAWMILL AT KELLOGG, TAKE
 SV1489'DIRT RD. 1.3 MI S. TO RD. FORKS IN SADDLE.  TURN SHARP RIGHT 0.3
 SV1489'MI TO RD. FORKS ON RIDGE.  TURN LEFT FOLLOWING STEEP RD. UP RIDGE
 SV1489'4.2 MI TO END OF RD. ABOUT 0.5 MI W. OF KELLOGG PEAK.  WALK E. UP
 SV1489'RIDGE TO HIGHEST POINT AND STATION.  (4-WHEEL DRIVE NECESSARY)
 SV1489'
 SV1489'RM 2--COPPER NAIL AND WASHER IN STUMP.
 SV1489'
 SV1489'RM 3--STANDARD RM TABLET, STAMPING UNKNOWN, IN NORTHWEST FOOTING
 SV1489'OF DESTROYED LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1487 ***********************************************************************
 SV1487  DESIGNATION -  KELLOGG PEAK LOOKOUT TOWER
 SV1487  PID         -  SV1487
 SV1487  STATE/COUNTY-  ID/SHOSHONE
 SV1487  USGS QUAD   -  MASONIA (1995)
 SV1487
 SV1487                         *CURRENT SURVEY CONTROL
 SV1487  ___________________________________________________________________
 SV1487* NAD 83(1992)-  47 29 18.68116(N)    116 07 42.46399(W)     ADJUSTED  
 SV1487* NAVD 88     -                                                        
 SV1487  ___________________________________________________________________
 SV1487  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 SV1487  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 SV1487
 SV1487  HORZ ORDER  -  THIRD
 SV1487
 SV1487.The horizontal coordinates were established by classical geodetic methods
 SV1487.and adjusted by the National Geodetic Survey in July 1992..
 SV1487
 SV1487
 SV1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1487
 SV1487.The geoid height was determined by GEOID03.
 SV1487
 SV1487;                    North         East     Units Scale Factor Converg.
 SV1487;SPC ID W     -   646,971.570   771,481.011   MT  0.99994332   -0 16 44.3
 SV1487;UTM  11      - 5,259,822.263   565,652.587   MT  0.99965297   +0 38 32.9
 SV1487
 SV1487                          SUPERSEDED SURVEY CONTROL
 SV1487
 SV1487  NAD 83(1986)-  47 29 18.68285(N)    116 07 42.45654(W) AD(       ) 4
 SV1487  NAD 27      -  47 29 18.96387(N)    116 07 38.86700(W) AD(       ) 3
 SV1487
 SV1487.Superseded values are not recommended for survey control.
 SV1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1487.See file dsdata.txt to determine how the superseded data were derived.
 SV1487
 SV1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6565359822(NAD 83)
 SV1487
 SV1487  HISTORY     - Date     Condition        Report By
 SV1487  HISTORY     - 1940     MONUMENTED       CGS
 SV1487
 SV1487                          STATION DESCRIPTION
 SV1487
 SV1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1487'KELLOGG PEAK FOREST SERVICE LOOKOUT TOWER IS IN THE COEUR
 SV1487'DALENE NATIONAL FOREST, 3 MILES S OF KELLOGG, AND 3 MILES
 SV1487'W OF BIG CREEK.  THE TOP OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1424 ***********************************************************************
 SV1424  DESIGNATION -  KELLOGG RIDGE
 SV1424  PID         -  SV1424
 SV1424  STATE/COUNTY-  ID/SHOSHONE
 SV1424  USGS QUAD   -  KELLOGG EAST (1996)
 SV1424
 SV1424                         *CURRENT SURVEY CONTROL
 SV1424  ___________________________________________________________________
 SV1424* NAD 83(1992)-  47 32 23.37912(N)    116 05 49.41248(W)     ADJUSTED  
 SV1424* NAVD 88     -      1036.1    (meters)    3399.     (feet)  VERTCON   
 SV1424  ___________________________________________________________________
 SV1424  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 SV1424  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 SV1424
 SV1424  HORZ ORDER  -  SECOND
 SV1424
 SV1424.The horizontal coordinates were established by classical geodetic methods
 SV1424.and adjusted by the National Geodetic Survey in July 1992..
 SV1424
 SV1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 SV1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SV1424
 SV1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1424
 SV1424.The geoid height was determined by GEOID03.
 SV1424
 SV1424;                    North         East     Units Scale Factor Converg.
 SV1424;SPC ID W     -   652,664.269   773,872.873   MT  0.99994172   -0 15 21.8
 SV1424;UTM  11      - 5,265,551.058   567,951.891   MT  0.99965674   +0 39 58.2
 SV1424
 SV1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SV1424!SPC ID W     -   0.99984023  x   0.99994172  =   0.99978195
 SV1424!UTM  11      -   0.99984023  x   0.99965674  =   0.99949702
 SV1424
 SV1424|---------------------------------------------------------------------|
 SV1424| PID    Reference Object                     Distance      Geod. Az  |
 SV1424|                                                           dddmmss.s |
 SV1424| CH6863 KELLOGG RIDGE RM 1                   13.780 METERS 06315     |
 SV1424| CH6864 KELLOGG RIDGE RM 2                   13.240 METERS 10551     |
 SV1424| SV1509 FROST                               APPROX.19.7 KM 2502554.0 |
 SV1424|---------------------------------------------------------------------|
 SV1424
 SV1424                          SUPERSEDED SURVEY CONTROL
 SV1424
 SV1424  NAD 83(1986)-  47 32 23.38258(N)    116 05 49.40289(W) AD(       ) 2
 SV1424  NAD 27      -  47 32 23.65496(N)    116 05 45.80588(W) AD(       ) 2
 SV1424  NGVD 29 (07/19/86) 1035.0    (m)         3396.     (f) VERT ANG       
 SV1424
 SV1424.Superseded values are not recommended for survey control.
 SV1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1424.See file dsdata.txt to determine how the superseded data were derived.
 SV1424
 SV1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN6795265551(NAD 83)
 SV1424_MARKER: Z = SEE DESCRIPTION
 SV1424_SETTING: 0 = UNSPECIFIED SETTING
 SV1424
 SV1424  HISTORY     - Date     Condition        Report By
 SV1424  HISTORY     - 1958     MONUMENTED       CGS
 SV1424
 SV1424                          STATION DESCRIPTION
 SV1424
 SV1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WWH)
 SV1424'LOCATED ABOUT 1.2 MILES EAST-NORTHEAST FROM CENTER OF KELLOGG.
 SV1424'ON THE SOUTH END OF A PROMINENT GRASS AND BRUSH-COVERED RIDGE
 SV1424'WITH A FEW REMAINING SNAGS OF BURNED OVER TIMBER LAND, ON
 SV1424'SORT OF BENCH WHERE RIDGE BEGINS STEEPER SLOPE DOWN TO COEUR D
 SV1424'ALENE RIVER.  IT IS EAST OF ROSS GULCH AND WEST OF MONTGOMERY CREEK
 SV1424'ALSO WEST OF A SHORT CANYON THAT LIES BETWEEN MONTGOMERY
 SV1424'CREEK AND STATION RIDGE.  STATION IS ABOUT 0.4 MILE
 SV1424'NORTH-NORTHWEST OF THE MOUTH OF THIS SHORT CANYON WHERE A
 SV1424'SMALL TRAILER CAMP AND RESIDENCE ARE LOCATED.  IT IS ABOUT
 SV1424'1100-FEET IN ELEVATION ABOVE THE HIGHWAY, A BULLDOZED ROAD
 SV1424'LEADS UP THE CANYON FROM THE TRAILER PARK, UP A STEEP
 SV1424'HILLSIDE TO CREST OF RIDGE AND STATION.
 SV1424'
 SV1424'TO REACHED FROM STOP LIGHT AT INTERSECTION OF U.S. HIGHWAY 10 AND
 SV1424'DIVISION STREET AT KELLOGG GO EAST ON U.S. HIGHWAY 10 FOR 1.25
 SV1424'MILES TO DALTON TRAILER PARK ON LEFT, NORTH SIDE OF HIGHWAY.
 SV1424'THIS IS ABOUT 4.5 MILES WEST OF OSBURN AND 0.1 MILE WEST OF
 SV1424'WHERE AT BLACK-TOP ROAD LEADS SOUTH ACROSS RIVER.  AT DALTON
 SV1424'TRAILER PARK GO UP GULCH FOR 0.4 MILE NORTH-NORTHEAST TO A
 SV1424'SPRING WHICH IS ROOFED OVER WITH HEAVY TIMBERS, THENCE LEFT ON
 SV1424'BULLDOZED ROAD UP THE STEEP HILLSIDE TO CREST A DISTANCE OF 0.7
 SV1424'MILES, THENCE LEFT AND GO 0.1 MILE SOUTHWEST ALONG CREST TO
 SV1424'STATION.
 SV1424'
 SV1424'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 SV1424'KELLOGG RIDGE 1936, CEMENTED IN A DRILL HOLE IN TOP OF A BURIED
 SV1424'BOULDER FLUSH WITH THE GROUND.
 SV1424'
 SV1424'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KELLOGG RDG. USGS
 SV1424'NO 1 1958, SET IN TOP OF A ORANGEBURG SOIL PIPE FILLED WITH
 SV1424'CONCRETE WHICH PROJECTS 2-INCHES AND ABOUT 1-1/2 FEET ABOVE
 SV1424'THE STATION.
 SV1424'
 SV1424'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KELLOGG RDG. USGS
 SV1424'NO 2 1958, SET IN TOP OF A ORANGEBURG SOIL PIPE FILLED WITH
 SV1424'CONCRETE WHICH PROJECTS 4-INCHES AND IS ABOUT LEVEL WITH
 SV1424'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1282 ***********************************************************************
 RA1282  DESIGNATION -  KELLY
 RA1282  PID         -  RA1282
 RA1282  STATE/COUNTY-  ID/IDAHO
 RA1282  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA1282
 RA1282                         *CURRENT SURVEY CONTROL
 RA1282  ___________________________________________________________________
 RA1282* NAD 83(1992)-  45 25 20.10759(N)    116 06 46.33717(W)     ADJUSTED  
 RA1282* NAVD 88     -      1444.9    (meters)    4740.     (feet)  VERTCON   
 RA1282  ___________________________________________________________________
 RA1282  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 RA1282  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 RA1282
 RA1282  HORZ ORDER  -  FIRST
 RA1282
 RA1282.The horizontal coordinates were established by classical geodetic methods
 RA1282.and adjusted by the National Geodetic Survey in July 1992..
 RA1282
 RA1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1282
 RA1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1282
 RA1282.The geoid height was determined by GEOID03.
 RA1282
 RA1282;                    North         East     Units Scale Factor Converg.
 RA1282;SPC ID W     -   417,294.456   771,601.560   MT  0.99994325   -0 15 30.5
 RA1282;UTM  11      - 5,030,241.732   569,403.804   MT  0.99965922   +0 37 54.9
 RA1282
 RA1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1282!SPC ID W     -   0.99977594  x   0.99994325  =   0.99971921
 RA1282!UTM  11      -   0.99977594  x   0.99965922  =   0.99943524
 RA1282
 RA1282|---------------------------------------------------------------------|
 RA1282| PID    Reference Object                     Distance      Geod. Az  |
 RA1282|                                                           dddmmss.s |
 RA1282| CH6868 KELLY RM 1                            5.037 METERS 10653     |
 RA1282| RA0215 ELKHORN                             APPROX. 2.6 KM 1452140.8 |
 RA1282| CH6869 KELLY RM 2                           12.297 METERS 35042     |
 RA1282| RA1279 KELLY MOUNTAIN LOT                   43.203 METERS 35746     |
 RA1282|---------------------------------------------------------------------|
 RA1282
 RA1282                          SUPERSEDED SURVEY CONTROL
 RA1282
 RA1282  NAD 83(1986)-  45 25 20.10818(N)    116 06 46.33366(W) AD(       ) 1
 RA1282  NAD 27      -  45 25 20.48653(N)    116 06 42.86878(W) AD(       ) 1
 RA1282  NGVD 29 (07/19/86) 1443.8    (m)         4737.     (f) VERT ANG       
 RA1282
 RA1282.Superseded values are not recommended for survey control.
 RA1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1282.See file dsdata.txt to determine how the superseded data were derived.
 RA1282
 RA1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6940430242(NAD 83)
 RA1282_MARKER: DS = TRIANGULATION STATION DISK
 RA1282_SETTING: 80 = SET IN A BOULDER
 RA1282_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RA1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1282+STABILITY: SURFACE MOTION
 RA1282
 RA1282  HISTORY     - Date     Condition        Report By
 RA1282  HISTORY     - 1945     MONUMENTED       CGS
 RA1282  HISTORY     - 1962     GOOD             USGS
 RA1282  HISTORY     - 1979     GOOD             LOCENG
 RA1282
 RA1282                          STATION DESCRIPTION
 RA1282
 RA1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1282'STATION IS LOCATED ON THE CREST OF A N-S RIDGE LYING N OF THE SALMON
 RA1282'RIVER, ABOUT 13 MILES E OF RIGGINS, AND 1-1/2 MILES NW OF THE HOWARD
 RA1282'RANCH.  IT IS 141.74 FEET S OF THE KELLY MOUNTAIN LOOKOUT TOWER.
 RA1282'
 RA1282'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN A
 RA1282'BOULDER.  IT IS STAMPED KELLY 1945 AND IS 8 INCHES BELOW THE SURFACE
 RA1282'OF THE GROUND.
 RA1282'
 RA1282'REFERENCE MARK 1 IS ESE OF THE STATION AND IS 3 FEET LOWER.  IT IS
 RA1282'A BRONZE REFERENCE DISK SET IN A 6- BY 8-INCH BOULDER FLUSH WITH
 RA1282'THE GROUND.  DISK IS STAMPED KELLY NO 1 1945.
 RA1282'REFERENCE MARK 2 IS NNW OF THE STATION, ON THE W SLOPE OF THE
 RA1282'RIDGE, 20 FEET S OF A LARGE OUTCROP, AND 1 FOOT HIGHER THAN THE
 RA1282'STATION.  IT IS A BRONZE REFERENCE DISK SET IN A 12- BY 20-INCH
 RA1282'BOULDER PROJECTING 5 INCHES.  DISK IS STAMPED KELLY NO 1945,
 RA1282'THE NUMBER HAVING BEEN OMITTED.
 RA1282'
 RA1282'AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION ELKHORN.
 RA1282'
 RA1282'TO REACH THE STATION FROM THE POST OFFICE IN RIGGINS, GO S ON U.S.
 RA1282'HIGHWAY 95 FOR 1.05 MILES TO A T-ROAD LEFT, TURN LEFT, CROSSING THE
 RA1282'LITTLE SALMON RIVER, AND FOLLOW THE MAIN TRAVELED ROAD UP THE
 RA1282'SALMON RIVER FOR 9.9 MILES TO A FORK AT A SIGN ALLISON CR RD.
 RA1282'CONTINUE UP THE SALMON RIVER FOR 4.9 MILES TO THE HOWARD RANCH AND
 RA1282'THE END OF TRUCK TRAVEL.  FROM HERE, CROSS OVER THE SALMON RIVER
 RA1282'BY FOOTBRIDGE AND FOLLOW TRAIL W AND NW UP HILL-SIDE ABOUT 1 MILE
 RA1282'TO A FORK IN THE TRAIL, KEEP RIGHT FORK, CLIMBING UP RIDGE TO THE
 RA1282'N, AND FOLLOW MAIN TRAIL WHICH PASSES AROUND A SMALL LONE BUSHY
 RA1282'TREE, CONTINUE ALONG TRAIL N TO TWO LARGE DEAD PINE TREES AT A
 RA1282'FORK OF THE TRAIL, TAKE LEFT FORK OF TRAIL THAT TOPS THE RIDGE
 RA1282'AT A SIGN HOWARD RANCH 2, TURN RIGHT ABOUT 0.3 MILE TO THE
 RA1282'LOOKOUT AND THE STATION.  A 1-1/2-HOUR HORSE PACK.
 RA1282'
 RA1282'TRIANGULATION STATION ELKHORN IS LOCATED ABOUT 11 MILES (AIR LINE E
 RA1282'OF RIGGINS, ON THE S BANK OF THE SALMON RIVER, AND ON THE N EDGE OF
 RA1282'THE SALMON RIVER ROAD.  IT IS 10 FEET N OF THE CENTER LINE OF THE
 RA1282'ROAD AND 84 FEET W OF A CATTLE GUARD.
 RA1282'
 RA1282'TO REACH TRIANGULATION STATION ELKHORN FROM THE HOWARD RANCH, GO E ON
 RA1282'DIRT ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT, JUST BEFORE
 RA1282'REACHING THE CATTLE GUARD.
 RA1282
 RA1282                          STATION RECOVERY (1962)
 RA1282
 RA1282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RA1282'DESCRIPTION AND POSITION LISTED IN NGS QUAD 45116-2, STATION 1019.
 RA1282'
 RA1282'NOTE BY USGS, 1962--RECOVERED AS DESCRIBED.
 RA1282'
 RA1282'STATION MARK--A BRONZE STATION DISK SET IN A DRILL HOLE IN A BOULDER.
 RA1282'IT IS STAMPED---KELLY 1945---, AND IS 8 IN. BELOW THE SURFACE OF THE
 RA1282'GROUND.
 RA1282
 RA1282                          STATION RECOVERY (1979)
 RA1282
 RA1282'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JJP)
 RA1282'KELLY 1945 RECOVERED EXCELLENT.
 RA1282'
 RA1282'KELLY NO 1 1945 RECOVERED GOOD.  SOME SURFACE MORTAR IS GONE, BUT
 RA1282'DISK IS FIRM.
 RA1282'
 RA1282'KELLY NO 1945 RECOVERED GOOD.  MOST SURFACE MORTAR IS GONE, BUT
 RA1282'DISK IS FIRM.
 RA1282'
 RA1282'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  STATION WAS REACHED
 RA1282'BY TRAIL FROM SALMON RIVER.  L.O.H. FORMERLY WAS ACCESSIBLE BY ROAD
 RA1282'FROM THE NORTH BUT THE ROAD IS NO LONGER MAINTAINED AND IT IS
 RA1282'DOUBTFUL WHETHER THE STATION COULD NOW BE REACHED BY ROAD.  NEARBY
 RA1282'AREAS ARE ACCESSIBLE BY HELICOPTER.
 RA1282'
 RA1282'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES (AIRLINE)
 RA1282'EAST OF RIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0948 ***********************************************************************
 OZ0948  DESIGNATION -  KELLY 2
 OZ0948  PID         -  OZ0948
 OZ0948  STATE/COUNTY-  ID/BLAINE
 OZ0948  USGS QUAD   -  RICHARDSON SUMMIT (1986)
 OZ0948
 OZ0948                         *CURRENT SURVEY CONTROL
 OZ0948  ___________________________________________________________________
 OZ0948* NAD 83(1992)-  43 29 32.57528(N)    114 28 00.35978(W)     ADJUSTED  
 OZ0948* NAVD 88     -      2691.5    (meters)    8830.     (feet)  VERTCON   
 OZ0948  ___________________________________________________________________
 OZ0948  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 OZ0948  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 OZ0948
 OZ0948  HORZ ORDER  -  SECOND
 OZ0948
 OZ0948.The horizontal coordinates were established by classical geodetic methods
 OZ0948.and adjusted by the National Geodetic Survey in July 1992..
 OZ0948
 OZ0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0948
 OZ0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0948
 OZ0948.The geoid height was determined by GEOID03.
 OZ0948
 OZ0948;                    North         East     Units Scale Factor Converg.
 OZ0948;SPC ID C     -   202,903.951   462,246.686   MT  0.99996489   -0 19 16.5
 OZ0948;UTM  11      - 4,818,612.849   704,826.913   MT  1.00011609   +1 44 38.8
 OZ0948
 OZ0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0948!SPC ID C     -   0.99958017  x   0.99996489  =   0.99954508
 OZ0948!UTM  11      -   0.99958017  x   1.00011609  =   0.99969621
 OZ0948
 OZ0948|---------------------------------------------------------------------|
 OZ0948| PID    Reference Object                     Distance      Geod. Az  |
 OZ0948|                                                           dddmmss.s |
 OZ0948| OZ0914 OHIO                                               10312     |
 OZ0948| CD5840 KELLY 2 RM 2                          8.221 METERS 14834     |
 OZ0948| CD5839 KELLY 2 RM 1                          7.726 METERS 22053     |
 OZ0948| OZ0975 COUCH                               APPROX.25.7 KM 2733951.6 |
 OZ0948|---------------------------------------------------------------------|
 OZ0948
 OZ0948                          SUPERSEDED SURVEY CONTROL
 OZ0948
 OZ0948  NAD 83(1986)-  43 29 32.57349(N)    114 28 00.35491(W) AD(       ) 2
 OZ0948  NAD 27      -  43 29 32.91738(N)    114 27 57.16873(W) AD(       ) 2
 OZ0948  NGVD 29 (07/19/86) 2690.2    (m)         8826.     (f) VERT ANG       
 OZ0948
 OZ0948.Superseded values are not recommended for survey control.
 OZ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0948.See file dsdata.txt to determine how the superseded data were derived.
 OZ0948
 OZ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ0482718613(NAD 83)
 OZ0948_MARKER: DD = SURVEY DISK
 OZ0948_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OZ0948_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OZ0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OZ0948
 OZ0948  HISTORY     - Date     Condition        Report By
 OZ0948  HISTORY     - 1967     MONUMENTED       USGS
 OZ0948  HISTORY     - 1970     GOOD             USGS
 OZ0948
 OZ0948                          STATION DESCRIPTION
 OZ0948
 OZ0948'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (DHK)
 OZ0948'LOCATED ABOUT 6.5 MI W. OF HAILEY, ON TOP OF A HIGH, PROMINENT PEAK.
 OZ0948'
 OZ0948'TO REACH FROM HAILEY POST OFFICE, DRIVE SW. ALONG RD. TO
 OZ0948'FAIRFIELD FOR 8.1 MI TO RD. FKS.  TAKE RIGHT FORK 0.8 MI TO
 OZ0948'RD. FKS. TAKE RIGHT FORK 0.9 MI TO RD. FKS.  TAKE RIGHT FORK 1.6
 OZ0948'MI TO END OF RD.  PACK NE. TO HIGHEST POINT AND STATION.  A
 OZ0948'2-HOUR PACK.
 OZ0948'
 OZ0948'STATION MARK--A STANDARD USGS TABLET STAMPED KELLY 2 1967 FASTENED
 OZ0948'TO A COPPERWELD ROD DRIVEN INTO THE GROUND.
 OZ0948'
 OZ0948'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 OZ0948'NO 1 1967 CEMENTED IN A DRILL HOLE IN ROCK, 3 FT LOWER THAN STATION.
 OZ0948'
 OZ0948'REFERENCE MARK NO. 2--A STANDARD USGS STATION MARK TABLET STAMPED
 OZ0948'RM NO 2 1967 FASTENED TO A COPPERWELD ROD DRIVEN INTO THE GROUND,
 OZ0948'1 FT LOWER THAN STATION.
 OZ0948
 OZ0948                          STATION RECOVERY (1970)
 OZ0948
 OZ0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OZ0948'RM 1 TO RM 2 NOT MEASURED.
 OZ0948'
 OZ0948'LOCATED ABOUT 6.5 MI W. OF HAILEY.  ON TOP OF A HIGH, PROMINENT
 OZ0948'PEAK.
 OZ0948'
 OZ0948'REACHED BY HELICOPTER.
 OZ0948'
 OZ0948'TO REACH FROM HAILEY POST OFFICE, DRIVE SW. ALONG RD. TO
 OZ0948'FAIRFIELD FOR 8.1 MI TO RD. FKS.  TAKE RIGHT FORK 0.8 MI TO
 OZ0948'RD. FKS.  TAKE RIGHT FORK 0.9 MI TO RD. FKS.  TAKE RIGHT FORK 1.6
 OZ0948'MI TO END OF RD.  PACK NE. TO HIGHEST POINT AND STATION.  A 2-HOUR
 OZ0948'PACK.
 OZ0948'
 OZ0948'NOTE--USGS KELLY 1956 - DESTROYED.  NEW MARK SET IN SAME PLACE.
 OZ0948'
 OZ0948'STATION MARK--A STANDARD USGS TABLET STAMPED KELLY 2 1967
 OZ0948'FASTENED TO A COPPERWELD ROD DRIVEN INTO THE GROUND.
 OZ0948'
 OZ0948'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 OZ0948'STAMPED NO 1 1967 CEMENTED IN A DRILL HOLE IN ROCK, 3 FT LOWER THAN
 OZ0948'STATION MARK.
 OZ0948'
 OZ0948'REFERENCE MARK NO. 2--A STANDARD USGS STATION MARK TABLET STAMPED
 OZ0948'RM NO 2 1967 FASTENED TO A COPPERWELD ROD DRIVEN INTO THE GROUND,
 OZ0948'1 FT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1593 ***********************************************************************
 SV1593  DESIGNATION -  KELLY MOUNTAIN LOOKOUT TOWER
 SV1593  PID         -  SV1593
 SV1593  STATE/COUNTY-  ID/KOOTENAI
 SV1593  USGS QUAD   -  FERNAN LAKE (1981)
 SV1593
 SV1593                         *CURRENT SURVEY CONTROL
 SV1593  ___________________________________________________________________
 SV1593* NAD 83(1992)-  47 42 21.54244(N)    116 38 36.44653(W)     ADJUSTED  
 SV1593* NAVD 88     -                                                        
 SV1593  ___________________________________________________________________
 SV1593  LAPLACE CORR-           7.86  (seconds)                    DEFLEC99
 SV1593  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 SV1593
 SV1593  HORZ ORDER  -  THIRD
 SV1593
 SV1593.The horizontal coordinates were established by classical geodetic methods
 SV1593.and adjusted by the National Geodetic Survey in July 1992..
 SV1593
 SV1593
 SV1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 SV1593
 SV1593.The geoid height was determined by GEOID03.
 SV1593
 SV1593;                    North         East     Units Scale Factor Converg.
 SV1593;SPC ID W     -   671,465.137   732,952.191   MT  0.99998856   -0 39 39.3
 SV1593;UTM  11      - 5,283,683.969   526,747.229   MT  0.99960879   +0 15 49.5
 SV1593
 SV1593                          SUPERSEDED SURVEY CONTROL
 SV1593
 SV1593  NAD 83(1986)-  47 42 21.54677(N)    116 38 36.43829(W) AD(       ) 4
 SV1593  NAD 27      -  47 42 21.88538(N)    116 38 32.76822(W) AD(       ) 3
 SV1593
 SV1593.Superseded values are not recommended for survey control.
 SV1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1593.See file dsdata.txt to determine how the superseded data were derived.
 SV1593
 SV1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN2674783684(NAD 83)
 SV1593
 SV1593  HISTORY     - Date     Condition        Report By
 SV1593  HISTORY     - 1940     MONUMENTED       CGS
 SV1593
 SV1593                          STATION DESCRIPTION
 SV1593
 SV1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SV1593'KELLY MOUNTAIN FOREST SERVICE LOOKOUT TOWER IS IN THE COEUR
 SV1593'D ALENE NATIONAL FOREST, 6 MILES ENE OF COEUR D ALENE, 3 MILES
 SV1593'NE OF FERNAN LAKE, AND 4 MILES SE OF HAYDEN LAKE.  THE TOP OF
 SV1593'THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1279 ***********************************************************************
 RA1279  DESIGNATION -  KELLY MOUNTAIN LOT
 RA1279  PID         -  RA1279
 RA1279  STATE/COUNTY-  ID/IDAHO
 RA1279  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA1279
 RA1279                         *CURRENT SURVEY CONTROL
 RA1279  ___________________________________________________________________
 RA1279* NAD 83(1992)-  45 25 21.50595(N)    116 06 46.41447(W)     ADJUSTED  
 RA1279* NAVD 88     -      1445.     (meters)    4741.     (feet)  SCALED    
 RA1279  ___________________________________________________________________
 RA1279  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 RA1279  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 RA1279
 RA1279  HORZ ORDER  -  THIRD
 RA1279
 RA1279.The horizontal coordinates were established by classical geodetic methods
 RA1279.and adjusted by the National Geodetic Survey in July 1992..
 RA1279
 RA1279.The orthometric height was scaled from a topographic map.
 RA1279
 RA1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1279
 RA1279.The geoid height was determined by GEOID03.
 RA1279
 RA1279;                    North         East     Units Scale Factor Converg.
 RA1279;SPC ID W     -   417,337.631   771,600.074   MT  0.99994325   -0 15 30.6
 RA1279;UTM  11      - 5,030,284.867   569,401.649   MT  0.99965922   +0 37 54.9
 RA1279
 RA1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1279!SPC ID W     -   0.99977591  x   0.99994325  =   0.99971917
 RA1279!UTM  11      -   0.99977591  x   0.99965922  =   0.99943521
 RA1279
 RA1279                          SUPERSEDED SURVEY CONTROL
 RA1279
 RA1279  NAD 83(1986)-  45 25 21.50654(N)    116 06 46.41095(W) AD(       ) 4
 RA1279  NAD 27      -  45 25 21.88490(N)    116 06 42.94600(W) AD(       ) 3
 RA1279
 RA1279.Superseded values are not recommended for survey control.
 RA1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1279.See file dsdata.txt to determine how the superseded data were derived.
 RA1279
 RA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL6940230285(NAD 83)
 RA1279_MARKER: 57 = LOOKOUT TOWER
 RA1279
 RA1279  HISTORY     - Date     Condition        Report By
 RA1279  HISTORY     - 1945     FIRST OBSERVED   CGS
 RA1279  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 RA1279
 RA1279                          STATION DESCRIPTION
 RA1279
 RA1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA1279'STATION IS THE CENTER OF THE KELLY MOUNTAIN LOOKOUT TOWER LOCATED
 RA1279'ON THE CREST OF A N-S RIDGE LYING N OF THE SALMON RIVER, ABOUT
 RA1279'13 MILES E OF RIGGINS, AND 1-1/2 MILES NW OF THE HOWARD RANCH.
 RA1279'
 RA1279'THE LOOKOUT IS A 20- BY 20-FOOT BUILDING SUPPORTED BY A
 RA1279'FOUR LEGGED STEEL STRUCTURE.  THE OVER-ALL HEIGHT IS ABOUT 90 FEET
 RA1279'AND THE POINT OBSERVED UPON WAS THE CENTER OF THE ROOF.
 RA1279'
 RA1279'THE STATION WAS LOCATED BY DISTANCE AND DIRECTION FROM STATION
 RA1279'KELLY.
 RA1279'
 RA1279'THIS IS A TRAVERSE STATION.
 RA1279
 RA1279                          STATION RECOVERY (1979)
 RA1279
 RA1279'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JJP)
 RA1279'THE CONCRETE FOOTINGS FOR THE TOWER REMAIN IN PLACE, BUT THE TOWER
 RA1279'AND LOOKOUT BUILDING HAVE BEEN REMOVED.
 RA1279'
 RA1279'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES (AIRLINE)
 RA1279'EAST OF RIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0902 ***********************************************************************
 RY0902  DESIGNATION -  KELLYS FINGER
 RY0902  PID         -  RY0902
 RY0902  STATE/COUNTY-  ID/CLEARWATER
 RY0902  USGS QUAD   -  RHODES PEAK (1994)
 RY0902
 RY0902                         *CURRENT SURVEY CONTROL
 RY0902  ___________________________________________________________________
 RY0902* NAD 83(1992)-  46 41 13.75289(N)    114 50 19.39285(W)     ADJUSTED  
 RY0902* NAVD 88     -      2273.3    (meters)    7458.     (feet)  VERTCON   
 RY0902  ___________________________________________________________________
 RY0902  LAPLACE CORR-           9.23  (seconds)                    DEFLEC99
 RY0902  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 RY0902
 RY0902  HORZ ORDER  -  THIRD
 RY0902
 RY0902.The horizontal coordinates were established by classical geodetic methods
 RY0902.and adjusted by the National Geodetic Survey in July 1992..
 RY0902
 RY0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 RY0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RY0902
 RY0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 RY0902
 RY0902.The geoid height was determined by GEOID03.
 RY0902
 RY0902;                    North         East     Units Scale Factor Converg.
 RY0902;SPC ID W     -   558,221.208   869,706.989   MT  0.99999304   +0 39 47.1
 RY0902;UTM  11      - 5,172,668.129   665,266.909   MT  0.99993572   +1 34 22.6
 RY0902
 RY0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RY0902!SPC ID W     -   0.99964612  x   0.99999304  =   0.99963917
 RY0902!UTM  11      -   0.99964612  x   0.99993572  =   0.99958187
 RY0902
 RY0902:                Primary Azimuth Mark                     Grid Az
 RY0902:SPC ID W     -  RHODES PEAK                              107 08 35.2
 RY0902:UTM  11      -  RHODES PEAK                              106 13 59.7
 RY0902
 RY0902|---------------------------------------------------------------------|
 RY0902| PID    Reference Object                     Distance      Geod. Az  |
 RY0902|                                                           dddmmss.s |
 RY0902| RY0900 RHODES PEAK                         APPROX. 4.4 KM 1074822.3 |
 RY0902|---------------------------------------------------------------------|
 RY0902
 RY0902                          SUPERSEDED SURVEY CONTROL
 RY0902
 RY0902  NAD 83(1986)-  46 41 13.76357(N)    114 50 19.39375(W) AD(       ) 3
 RY0902  NAD 27      -  46 41 14.06139(N)    114 50 15.96571(W) AD(       ) 3
 RY0902  NGVD 29 (07/19/86) 2272.0    (m)         7454.     (f) VERT ANG       
 RY0902
 RY0902.Superseded values are not recommended for survey control.
 RY0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0902.See file dsdata.txt to determine how the superseded data were derived.
 RY0902
 RY0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM6526772668(NAD 83)
 RY0902_MARKER: DD = SURVEY DISK
 RY0902_SETTING: 0 = UNSPECIFIED SETTING
 RY0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0902
 RY0902  HISTORY     - Date     Condition        Report By
 RY0902  HISTORY     - 1966     MONUMENTED       USGS
 RY0902
 RY0902                          STATION DESCRIPTION
 RY0902
 RY0902'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 RY0902'LOCATED ABOUT 13.9 MI. NNW. OF POWELL RANGER STATION, ABOUT 12.8
 RY0902'MI. WNW. OF LOLO PASS, ON A PROMINENT TOP KNOWN AS KELLYS FINGER.
 RY0902'
 RY0902'REACHED BY HELICOPTER.
 RY0902'
 RY0902'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED---KELLYS FINGER
 RY0902'1966---.
 RY0902'
 RY0902'REFERENCE MARK NO. 1--A DRILL HOLE 1-IN. DEEP, 16.62 FT. FROM
 RY0902'STATION MARK, S 10 DEG 52 MIN E.
 RY0902'
 RY0902'REFERENCE MARK NO. 2--A DRILL HOLE 1-IN. DEEP, 11.45 FT. FROM
 RY0902'STATION MARK, S 57 DEG 51 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1700 ***********************************************************************
 NU1700  DESIGNATION -  KELSAW
 NU1700  PID         -  NU1700
 NU1700  STATE/COUNTY-  ID/CASSIA
 NU1700  USGS QUAD   -  STREVELL (1985)
 NU1700
 NU1700                         *CURRENT SURVEY CONTROL
 NU1700  ___________________________________________________________________
 NU1700* NAD 83(1994)-  42 04 37.46344(N)    113 07 40.65849(W)     ADJUSTED  
 NU1700* NAVD 88     -      2514.4    (meters)    8249.     (feet)  VERTCON   
 NU1700  ___________________________________________________________________
 NU1700  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 NU1700  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NU1700
 NU1700  HORZ ORDER  -  SECOND
 NU1700
 NU1700.The horizontal coordinates were established by classical geodetic methods
 NU1700.and adjusted by the National Geodetic Survey in November 1997..
 NU1700
 NU1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1700
 NU1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1700
 NU1700.The geoid height was determined by GEOID03.
 NU1700
 NU1700;                    North         East     Units Scale Factor Converg.
 NU1700;SPC ID C     -    45,949.778   572,158.362   MT  1.00001141   +0 35 03.9
 NU1700;SPC UT N     - 1,194,917.153   365,284.775   MT  1.00006090   -1 04 24.3
 NU1700;UTM  12      - 4,660,524.654   323,975.983   MT  0.99998127   -1 25 34.9
 NU1700
 NU1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1700!SPC ID C     -   0.99960804  x   1.00001141  =   0.99961945
 NU1700!SPC UT N     -   0.99960804  x   1.00006090  =   0.99966892
 NU1700!UTM  12      -   0.99960804  x   0.99998127  =   0.99958932
 NU1700
 NU1700|---------------------------------------------------------------------|
 NU1700| PID    Reference Object                     Distance      Geod. Az  |
 NU1700|                                                           dddmmss.s |
 NU1700| NU1701 GUNNELL                             147.981 METERS 02155     |
 NU1700| CM4969 KELSAW RM 1                           8.882 METERS 02249     |
 NU1700| MS0757 HARDUP                              APPROX.28.1 KM 1633130.4 |
 NU1700| CM4970 KELSAW RM 2                           8.100 METERS 19835     |
 NU1700|---------------------------------------------------------------------|
 NU1700
 NU1700                          SUPERSEDED SURVEY CONTROL
 NU1700
 NU1700  NAD 83(1992)-  42 04 37.45627(N)    113 07 40.64674(W) AD(       ) 2
 NU1700  NAD 83(1986)-  42 04 37.45570(N)    113 07 40.64573(W) AD(       ) 2
 NU1700  NAD 27      -  42 04 37.75410(N)    113 07 37.67396(W) AD(       ) 2
 NU1700  NGVD 29 (07/19/86) 2513.2    (m)         8245.     (f) VERT ANG       
 NU1700
 NU1700.Superseded values are not recommended for survey control.
 NU1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1700.See file dsdata.txt to determine how the superseded data were derived.
 NU1700
 NU1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM2397660525(NAD 83)
 NU1700_MARKER: DD = SURVEY DISK
 NU1700_SETTING: 66 = SET IN ROCK OUTCROP
 NU1700
 NU1700  HISTORY     - Date     Condition        Report By
 NU1700  HISTORY     - 1968     MONUMENTED       USGS
 NU1700
 NU1700                          STATION DESCRIPTION
 NU1700
 NU1700'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FLA)
 NU1700'LOCATED ABOUT 20 MI. SE. OF MALTA.  ABOUT 6.0 MI. NE. OF STREVELL.
 NU1700'ON A RIDGE IN A LEVEL AREA 63 FT. BELOW AND 486 FT. W. OF A
 NU1700'TOP (USGS GUNNELL ON TOP)
 NU1700'
 NU1700'TO REACH FROM STREVELL, DRIVE N. ON U.S. HIGHWAY 30S., 1.2
 NU1700'MI. TO A DIRT Y-RD. TO THE RIGHT AND A SIGN GUNNELL G.S. 8.
 NU1700'TURN RIGHT FOR 0.2 MI. TO A Y-RD.  KEEP LEFT AND GO FOR 1.0
 NU1700'MI. TO A T-RD. AND A SIGN MOBURG CAN.  TURN RIGHT AND GO E. ON
 NU1700'A TRACK RD. FOR 1.1 MI. TO A FENCE LINE AND A SIGN SAWTOOTH
 NU1700'NAT. FOREST.  CONTINUE AHEAD FOR 0.2 MI. TO A DIM Y-RD.
 NU1700'CONTINUE LEFT ON THE MAIN-TRAVELED RD., DECENDING INTO A CANYON
 NU1700'AND THENCE UP THE CANON FOR 2.8 MI. TO A CANYON FORK.  TURN
 NU1700'LEFT AND FOLLOW UP THE CANYON (4-WHEEL DRIVE REQUIRED HERE) FOR
 NU1700'0.7 MI.  TURN RIGHT (CROSS-COUNTRY) OUT OF THE CANYON
 NU1700'HERE AND DRIVE FOR ABOUT 0.2 MI. TO THE TOP OF A RIDGE.
 NU1700'TURN LEFT ON THE RIDGE AND DRIVE E. FOR 0.7 MI. ALONG THE
 NU1700'RIDGE TO A JUNCTION WITH THE MAIN RIDGE.  TURN LEFT AND
 NU1700'FOLLOW THE RIDGE N. AND THEN E. FOR 1.5 MI. TO THE STATION
 NU1700'SITE.
 NU1700'
 NU1700'STATION MARK--A STANDARD USGS TRIANGULATION TABLET STAMPED
 NU1700'KELSAW 1968 CEMENTED IN THE ROCK OUTCROP.
 NU1700'
 NU1700'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NU1700'STAMPED NO 1 1968 CEMENTED IN THE ROCK OUTCROP 0.7 FT. BELOW
 NU1700'THE STATION MARK.
 NU1700'
 NU1700'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NU1700'STAMPED NO 2 1968 CEMENTED IN THE ROCK OUTCROP 3.0 FT. BELOW THE
 NU1700'STATION MARK.
 NU1700'
 NU1700'USGS GUNNELL--A STANDARD USGS TRIANGULATION TABLET STAMPED
 NU1700'GUNNELL 1957 CEMENTED IN THE ROCK OUTCROP 63.2 FT. ABOVE THE
 NU1700'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0523 ***********************************************************************
 NT0523  DESIGNATION -  KENDALL
 NT0523  PID         -  NT0523
 NT0523  STATE/COUNTY-  ID/CARIBOU
 NT0523  USGS QUAD   -  UPPER VALLEY (1951)
 NT0523
 NT0523                         *CURRENT SURVEY CONTROL
 NT0523  ___________________________________________________________________
 NT0523* NAD 83(1992)-  42 45 41.78991(N)    111 17 01.00813(W)     ADJUSTED  
 NT0523* NAVD 88     -      2497.1    (meters)    8193.     (feet)  VERTCON   
 NT0523  ___________________________________________________________________
 NT0523  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 NT0523  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 NT0523
 NT0523  HORZ ORDER  -  THIRD
 NT0523
 NT0523.The horizontal coordinates were established by classical geodetic methods
 NT0523.and adjusted by the National Geodetic Survey in July 1992..
 NT0523
 NT0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0523
 NT0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0523
 NT0523.The geoid height was determined by GEOID03.
 NT0523
 NT0523;                    North         East     Units Scale Factor Converg.
 NT0523;SPC ID E     -   121,995.105   272,279.189   MT  1.00001162   +0 35 58.5
 NT0523;UTM  12      - 4,734,381.353   476,793.966   MT  0.99960663   -0 11 33.2
 NT0523
 NT0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0523!SPC ID E     -   0.99961031  x   1.00001162  =   0.99962193
 NT0523!UTM  12      -   0.99961031  x   0.99960663  =   0.99921710
 NT0523
 NT0523:                Primary Azimuth Mark                     Grid Az
 NT0523:SPC ID E     -  TIMOTHY                                  054 51 39.7
 NT0523:UTM  12      -  TIMOTHY                                  055 39 11.4
 NT0523
 NT0523|---------------------------------------------------------------------|
 NT0523| PID    Reference Object                     Distance      Geod. Az  |
 NT0523|                                                           dddmmss.s |
 NT0523| NT0492 TIMOTHY                             APPROX. 5.9 KM 0552738.2 |
 NT0523|---------------------------------------------------------------------|
 NT0523
 NT0523                          SUPERSEDED SURVEY CONTROL
 NT0523
 NT0523  NAD 83(1986)-  42 45 41.78037(N)    111 17 00.99886(W) AD(       ) 3
 NT0523  NAD 27      -  42 45 42.05025(N)    111 16 58.23256(W) AD(       ) 3
 NT0523  NGVD 29 (07/19/86) 2495.8    (m)         8188.     (f) VERT ANG       
 NT0523
 NT0523.Superseded values are not recommended for survey control.
 NT0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0523.See file dsdata.txt to determine how the superseded data were derived.
 NT0523
 NT0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN7679434381(NAD 83)
 NT0523_MARKER: DD = SURVEY DISK
 NT0523_SETTING: 80 = SET IN A BOULDER
 NT0523_SP_SET: PARTIALLY EXPOSED BOULDER
 NT0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0523+STABILITY: SURFACE MOTION
 NT0523
 NT0523  HISTORY     - Date     Condition        Report By
 NT0523  HISTORY     - 1947     MONUMENTED       USGS
 NT0523
 NT0523                          STATION DESCRIPTION
 NT0523
 NT0523'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NT0523'LOCATED ABOUT 7.4 MI. (AIRLINE) ESE. OF HOME (NOW ALLEN) RANCH, 5.8
 NT0523'MI. SE. OF STOCKING RANCH ON RIDGE TOP COVERED WITH BRUSH ON E. SIDE.
 NT0523'
 NT0523'TO REACH FROM SODA SPRINGS POST OFFICE, DRIVE 0.05 MI. TO MAIN ST.,
 NT0523'TURN RIGHT (N.) FOR 0.1 MI., CROSS RAILROAD TRACKS AND DRIVE 0.05 MI.,
 NT0523'TURN RIGHT AND CONTINUE ALONG PAVED RD. FOR 3.3 MI., TURN RIGHT
 NT0523'ACROSS TRACKS ALONG TRAIL CANYON RD. FOR 5.95 MI. TO RD. FORKS, TAKE
 NT0523'LEFT FORK FOR 0.8 MI. TO RD. FORKS, TAKE RIGHT FORK FOR 6.65 MI. TO
 NT0523'RD. FORKS, TAKE RIGHT FORK AND CONTINUE 0.3 MI. TO RD. FORKS, TAKE
 NT0523'RIGHT FORK 1.6 MI. TO RD. TO RIGHT, CONTINUE STRAIGHT AHEAD ON
 NT0523'MAIN-GRAVELED RD. FOR 5.95 MI. TO RD. FORKS, TAKE RIGHT FORK (DIAMOND
 NT0523'CREEK RD.) FOR 4.85 MI. TO KENDALL CANYON RD., TURN RIGHT AND DRIVE
 NT0523'1 MI. TO OLD LOG LOADING CLEARING AND END OF TRUCK TRAVEL.  CONTINUE
 NT0523'ALONG TRAIL TO DRAIN FORKS, TAKE LEFT FORK UP DRAIN TO SADDLE, TURN
 NT0523'LEFT UP HILL TO RIDGE TOP.  STATION IS IN CENTER OF RIDGE TOP.
 NT0523'
 NT0523'STATION MARK--STANDARD TABLET STAMPED---KENDALL 1947---, CEMENTED IN
 NT0523'SOLID ROCK BURIED IN THE GROUND.
 NT0523'
 NT0523'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NT0523'---NO 1---, CEMENTED IN ROCK BURIED IN THE GROUND, 35.50 FT. FROM
 NT0523'STATION MARK, S 42 DEG 22 MIN W.
 NT0523'
 NT0523'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NT0523'---NO 2---, CEMENTED IN SOLID ROCK OUTCROP, 95.45 FT. FROM STATION
 NT0523'MARK, N 38 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1726 ***********************************************************************
 NU1726  DESIGNATION -  KENYON
 NU1726  PID         -  NU1726
 NU1726  STATE/COUNTY-  ID/CASSIA
 NU1726  USGS QUAD   -  KENYON (1976)
 NU1726
 NU1726                         *CURRENT SURVEY CONTROL
 NU1726  ___________________________________________________________________
 NU1726* NAD 83(1992)-  42 23 14.97897(N)    113 51 05.99987(W)     ADJUSTED  
 NU1726* NAVD 88     -      1321.9    (meters)    4337.     (feet)  VERTCON   
 NU1726  ___________________________________________________________________
 NU1726  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 NU1726  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 NU1726
 NU1726  HORZ ORDER  -  SECOND
 NU1726
 NU1726.The horizontal coordinates were established by classical geodetic methods
 NU1726.and adjusted by the National Geodetic Survey in July 1992..
 NU1726
 NU1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1726
 NU1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1726
 NU1726.The geoid height was determined by GEOID03.
 NU1726
 NU1726;                    North         East     Units Scale Factor Converg.
 NU1726;SPC ID C     -    80,071.501   512,214.050   MT  0.99994920   +0 05 60.0
 NU1726;UTM  12      - 4,696,740.487   265,260.994   MT  1.00027802   -1 55 23.9
 NU1726
 NU1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1726!SPC ID C     -   0.99979506  x   0.99994920  =   0.99974427
 NU1726!UTM  12      -   0.99979506  x   1.00027802  =   1.00007302
 NU1726
 NU1726|---------------------------------------------------------------------|
 NU1726| PID    Reference Object                     Distance      Geod. Az  |
 NU1726|                                                           dddmmss.s |
 NU1726| CM4976 KENYON RM 1                          14.265 METERS 00040     |
 NU1726| NU1717 MT HARRISON SALT LK PLINE ANT       APPROX.18.1 KM 1184123.1 |
 NU1726| CM4975 KENYON AZ MK                                       2150125.1 |
 NU1726| CM4977 KENYON RM 2                          23.847 METERS 27655     |
 NU1726|---------------------------------------------------------------------|
 NU1726
 NU1726                          SUPERSEDED SURVEY CONTROL
 NU1726
 NU1726  NAD 83(1986)-  42 23 14.97848(N)    113 51 05.99670(W) AD(       ) 2
 NU1726  NAD 27      -  42 23 15.31400(N)    113 51 02.91900(W) AD(       ) 2
 NU1726  NGVD 29 (07/19/86) 1320.9    (m)         4334.     (f) VERT ANG       
 NU1726
 NU1726.Superseded values are not recommended for survey control.
 NU1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1726.See file dsdata.txt to determine how the superseded data were derived.
 NU1726
 NU1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM6526196740(NAD 83)
 NU1726_MARKER: DS = TRIANGULATION STATION DISK
 NU1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1726
 NU1726  HISTORY     - Date     Condition        Report By
 NU1726  HISTORY     - 1950     MONUMENTED       CGS
 NU1726  HISTORY     - 1968     SEE DESCRIPTION  CGS
 NU1726
 NU1726                          STATION DESCRIPTION
 NU1726
 NU1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1726'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY
 NU1726'27, IN A FLAT AREA WHERE A DIRT ROAD CROSSES THE HIGHWAY, ABOUT
 NU1726'11 MILES SOUTH SOUTHWEST OF BURLEY, 10-1/2 MILES NORTH OF OAKLEY,
 NU1726'4 MILES SOUTH OF KENYON, 96 FEET EAST OF THE CENTERLINE OF
 NU1726'STATE HIGHWAY 27, 45 FEET SOUTH OF THE CENTERLINE OF THE DIRT
 NU1726'ROAD AND 12 FEET SOUTH OF A WHITE WITNESS POST.
 NU1726'
 NU1726'TO REACH, FROM THE U.S. POST OFFICE IN BURLEY, GO SOUTH, ON STATE
 NU1726'HIGHWAY 27, FOR 10.9 MILES TO THE STATION.
 NU1726'
 NU1726'THE STATION MARK IS A STANDARD DISK, STAMPED KENYON 1950,
 NU1726'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 NU1726'PROJECTS ABOUT 4 INCHES.
 NU1726'
 NU1726'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KENYON NO
 NU1726'1 1950, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 NU1726'WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION
 NU1726'AS THE STATION.
 NU1726'
 NU1726'REFERENCE MARK NUMBER 2 IS A STATE OF IDAHO DEPARTMENT OF PUBLIC
 NU1726'WORKS DISK, STAMPED R.P.P.O.T., 551,022, B.M. 432482, OFF.
 NU1726'40, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT WHICH
 NU1726'PROJECTS ABOUT 4 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE
 NU1726'STATION.
 NU1726'
 NU1726'THE AZIMUTH MARK IS A STATE OF IDAHO DEPARTMENT OF PUBLIC WORKS
 NU1726'DISK, STAMPED R.P.P.O.T., 522, 233, O-F 40, SET IN THE TOP
 NU1726'OF A 6 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 16
 NU1726'INCHES.  IT IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY
 NU1726'27 AND IS ABOUT 36 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 NU1726'27.
 NU1726'
 NU1726'TO REACH, FROM THE STATION, GO SOUTH SOUTHWEST, ON STATE HIGHWAY
 NU1726'27, FOR 0.55 MILE TO THE AZIMUTH MARK.
 NU1726
 NU1726                          STATION RECOVERY (1968)
 NU1726
 NU1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NET)
 NU1726'THE STATION MARK, STAMPED KENYON 1950, WAS FOUND UNEARTHED.
 NU1726'THE UNDERGROUND MARK WAS SEARCHED FOR BUT NOT RECOVERED.  REFERENCE
 NU1726'MARK NO. 1 HAS BEEN DESTROYED.  REFERENCE MARK NO. 2 WAS
 NU1726'SEARCHED FOR BUT NOT RECOVERED AND BELIEVED TO BE DESTROYED.
 NU1726'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED, IT
 NU1726'MAY NOT BE DESTROYED, BUT IT WOULD BE UNDER THE SPOILS FROM
 NU1726'AN IRRIGATION CANAL.  KENYON 2 WAS ESTABLISHED AT THIS TIME.
 NU1726'
 NU1726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTH
 NU1726'OF OAKLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1725 ***********************************************************************
 NU1725  DESIGNATION -  KENYON 2
 NU1725  PID         -  NU1725
 NU1725  STATE/COUNTY-  ID/CASSIA
 NU1725  USGS QUAD   -  KENYON (1976)
 NU1725
 NU1725                         *CURRENT SURVEY CONTROL
 NU1725  ___________________________________________________________________
 NU1725* NAD 83(1992)-  42 23 15.47670(N)    113 51 06.63160(W)     ADJUSTED  
 NU1725* NAVD 88     -      1320.     (meters)    4331.     (feet)  SCALED    
 NU1725  ___________________________________________________________________
 NU1725  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 NU1725  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 NU1725
 NU1725  HORZ ORDER  -  THIRD
 NU1725
 NU1725.The horizontal coordinates were established by classical geodetic methods
 NU1725.and adjusted by the National Geodetic Survey in July 1992..
 NU1725.No horizontal observational check was made to the station.
 NU1725
 NU1725.The orthometric height was scaled from a topographic map.
 NU1725
 NU1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1725
 NU1725.The geoid height was determined by GEOID03.
 NU1725
 NU1725;                    North         East     Units Scale Factor Converg.
 NU1725;SPC ID C     -    80,086.833   512,199.574   MT  0.99994920   +0 05 59.6
 NU1725;UTM  12      - 4,696,756.325   265,247.063   MT  1.00027810   -1 55 24.3
 NU1725
 NU1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1725!SPC ID C     -   0.99979535  x   0.99994920  =   0.99974456
 NU1725!UTM  12      -   0.99979535  x   1.00027810  =   1.00007340
 NU1725
 NU1725|---------------------------------------------------------------------|
 NU1725| PID    Reference Object                     Distance      Geod. Az  |
 NU1725|                                                           dddmmss.s |
 NU1725| CM4980 KENYON 2 RM 4                        24.237 METERS 04229     |
 NU1725| CM4978 KENYON 2 AZ MK                                     2720609.4 |
 NU1725| CM4979 KENYON 2 RM 3                        24.145 METERS 31631     |
 NU1725|---------------------------------------------------------------------|
 NU1725
 NU1725                          SUPERSEDED SURVEY CONTROL
 NU1725
 NU1725  NAD 83(1986)-  42 23 15.47589(N)    113 51 06.62833(W) AD(       ) 3
 NU1725  NAD 27      -  42 23 15.80263(N)    113 51 03.54370(W) AD(       ) 3
 NU1725
 NU1725.Superseded values are not recommended for survey control.
 NU1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1725.See file dsdata.txt to determine how the superseded data were derived.
 NU1725
 NU1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM6524796756(NAD 83)
 NU1725_MARKER: DS = TRIANGULATION STATION DISK
 NU1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1725
 NU1725  HISTORY     - Date     Condition        Report By
 NU1725  HISTORY     - 1968     MONUMENTED       CGS
 NU1725
 NU1725                          STATION DESCRIPTION
 NU1725
 NU1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NET)
 NU1725'TRIANGULATION STATION KENYON 1950 WAS FOUND UNEARTHED, THE
 NU1725'UNDERGROUND MARK WAS SEARCHED FOR BUT NOT RECOVERED.  TRIANGULATION
 NU1725'STATION KENYON 2 WAS ESTABLISHED.
 NU1725'
 NU1725'THE STATION IS 11 MILES SOUTH OF BURLEY AND 10.4 MILES NORTH
 NU1725'OF OAKLEY ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 27.
 NU1725'
 NU1725'TO REACH THE STATION FROM THE CROSS STREET JUST EAST OF THE
 NU1725'OAKLEY POST OFFICE GO NORTH ON STATE HIGHWAY 27 FOR 10.4 MILES
 NU1725'TO THE STATION ON THE RIGHT.
 NU1725'
 NU1725'THE STATION MARK, STAMPED KENYON 2 1968, IS A STANDARD DISK
 NU1725'SET IN 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES,
 NU1725'47 FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 27 AND
 NU1725'A GRAVELED ROAD EAST, 47 FEET EAST OF THE CENTER LINE OF STATE
 NU1725'HIGHWAY 27, 37 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD EAST
 NU1725'AND 1 FOOT WEST OF A METAL WITNESS POST.
 NU1725'
 NU1725'REFERENCE MARK NO. 3, STAMPED KENYON 2 NO 3 1968, IS A STANDARD
 NU1725'DISK SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NU1725'2 INCHES, 35 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 27,
 NU1725'32 FEET NORTH OF THE CENTER OF A MACADAM ROAD WEST, 80 FEET
 NU1725'NORTHWEST OF THE WITNESS POST AND 6 FEET EAST OF A POWER POLE.
 NU1725'
 NU1725'REFERENCE MARK NO. 4 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 NU1725'DISK, STAMPED 4327 10 JD 1958, SET IN A 7-INCH SQUARE CONCRETE
 NU1725'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 79 FEET NORTHEAST OF
 NU1725'THE WITNESS POST, 63 FEET EAST OF THE CENTER LINE OF STATE
 NU1725'HIGHWAY 27, 23 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 NU1725'EAST, 3.5 FEET SOUTHEAST OF A FENCE CORNER, 2.5 FEET WEST OF
 NU1725'A STOP SIGN AND 1.5 FEET EAST OF A POWER POLE.
 NU1725'
 NU1725'THE AZIMUTH MARK, STAMPED KENYON 2 1968, IS A STANDARD DISK
 NU1725'CEMENTED IN A DRILL HOLE IN THE CONCRETE GATE OF AN IRRIGATION
 NU1725'CANAL, 320 FEET WEST OF A POWER POLE, 140 FEET EAST OF A POWER
 NU1725'POLE AND 36 FEET NORTH OF THE CENTER OF A MACADAM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1705 ***********************************************************************
 NU1705  DESIGNATION -  KEOGH
 NU1705  PID         -  NU1705
 NU1705  STATE/COUNTY-  ID/CASSIA
 NU1705  USGS QUAD   -  BRIDGE (1976)
 NU1705
 NU1705                         *CURRENT SURVEY CONTROL
 NU1705  ___________________________________________________________________
 NU1705* NAD 83(1994)-  42 14 55.19889(N)    113 22 01.32766(W)     ADJUSTED  
 NU1705* NAVD 88     -      1399.4    (meters)    4591.     (feet)  VERTCON   
 NU1705  ___________________________________________________________________
 NU1705  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 NU1705  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 NU1705
 NU1705  HORZ ORDER  -  THIRD
 NU1705
 NU1705.The horizontal coordinates were established by classical geodetic methods
 NU1705.and adjusted by the National Geodetic Survey in November 1997..
 NU1705
 NU1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1705
 NU1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1705
 NU1705.The geoid height was determined by GEOID03.
 NU1705
 NU1705;                    North         East     Units Scale Factor Converg.
 NU1705;SPC ID C     -    64,834.730   552,234.282   MT  0.99998093   +0 25 32.1
 NU1705;UTM  12      - 4,680,098.773   304,727.395   MT  1.00006920   -1 35 31.1
 NU1705
 NU1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1705!SPC ID C     -   0.99978287  x   0.99998093  =   0.99976381
 NU1705!UTM  12      -   0.99978287  x   1.00006920  =   0.99985206
 NU1705
 NU1705:                Primary Azimuth Mark                     Grid Az
 NU1705:SPC ID C     -  BIRD                                     106 09 21.4
 NU1705:UTM  12      -  BIRD                                     108 10 24.6
 NU1705
 NU1705|---------------------------------------------------------------------|
 NU1705| PID    Reference Object                     Distance      Geod. Az  |
 NU1705|                                                           dddmmss.s |
 NU1705| NU1704 BIRD                                APPROX.17.8 KM 1063453.5 |
 NU1705| CM4981 KEOGH RM 1                           11.214 METERS 27649     |
 NU1705| NU0965 OFF 5124                             12.232 METERS 35021     |
 NU1705|---------------------------------------------------------------------|
 NU1705
 NU1705                          SUPERSEDED SURVEY CONTROL
 NU1705
 NU1705  NAD 83(1992)-  42 14 55.19421(N)    113 22 01.32338(W) AD(       ) 3
 NU1705  NAD 83(1986)-  42 14 55.19500(N)    113 22 01.31467(W) AD(       ) 3
 NU1705  NAD 27      -  42 14 55.49919(N)    113 21 58.30863(W) AD(       ) 3
 NU1705  NGVD 29 (07/19/86) 1398.3    (m)         4588.     (f) VERT ANG       
 NU1705
 NU1705.Superseded values are not recommended for survey control.
 NU1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1705.See file dsdata.txt to determine how the superseded data were derived.
 NU1705
 NU1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM0472780099(NAD 83)
 NU1705_MARKER: DD = SURVEY DISK
 NU1705_SETTING: 0 = UNSPECIFIED SETTING
 NU1705
 NU1705  HISTORY     - Date     Condition        Report By
 NU1705  HISTORY     - 1968     MONUMENTED       USGS
 NU1705
 NU1705                          STATION DESCRIPTION
 NU1705
 NU1705'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WFM)
 NU1705'TO REACH FROM MALTA DRIVE S. 3.9 MI. FROM THE BRIDGE AT THE S.
 NU1705'EDGE OF TOWN.  STATION IS 55 FT. W. OF THE CENTERLINE OF THE
 NU1705'HIGHWAY ABOUT 7 FT. S. OF A POWER POLE AND AN E-W. FENCELINE.
 NU1705'
 NU1705'STATION MARK--STANDARD USGS TABLET STAMPED KEOGH 1968 ON A
 NU1705'COPPERWELD ROD DRIVEN FLUSH WITH GROUND.
 NU1705'
 NU1705'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET STAMPED
 NU1705'NO 1 1968 ON COPPERWELD ROD DRIVEN FLUSH WITH GROUND 0.4 FT.
 NU1705'ABOVE STATION MARK.
 NU1705'
 NU1705'REFERENCE MARK NO. 2--IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD
 NU1705'TABLET SET IN TOP OF A CONCRETE POST STAMPED OFF 5124 BM 4753.74,
 NU1705'0.3 FT. ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0917 ***********************************************************************
 OZ0917  DESIGNATION -  KETCHUM
 OZ0917  PID         -  OZ0917
 OZ0917  STATE/COUNTY-  ID/BLAINE
 OZ0917  USGS QUAD   -  SUN VALLEY (1967)
 OZ0917
 OZ0917                         *CURRENT SURVEY CONTROL
 OZ0917  ___________________________________________________________________
 OZ0917* NAD 83(1992)-  43 39 48.12936(N)    114 21 12.32005(W)     ADJUSTED  
 OZ0917* NAVD 88     -      1749.6    (meters)    5740.     (feet)  VERTCON   
 OZ0917  ___________________________________________________________________
 OZ0917  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 OZ0917  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 OZ0917
 OZ0917  HORZ ORDER  -  SECOND
 OZ0917
 OZ0917.The horizontal coordinates were established by classical geodetic methods
 OZ0917.and adjusted by the National Geodetic Survey in July 1992..
 OZ0917
 OZ0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0917
 OZ0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0917
 OZ0917.The geoid height was determined by GEOID03.
 OZ0917
 OZ0917;                    North         East     Units Scale Factor Converg.
 OZ0917;SPC ID C     -   221,855.175   471,495.060   MT  0.99995736   -0 14 38.4
 OZ0917;UTM  11      - 4,837,888.973   713,386.689   MT  1.00016011   +1 49 40.6
 OZ0917
 OZ0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0917!SPC ID C     -   0.99972767  x   0.99995736  =   0.99968504
 OZ0917!UTM  11      -   0.99972767  x   1.00016011  =   0.99988773
 OZ0917
 OZ0917:                Primary Azimuth Mark                     Grid Az
 OZ0917:SPC ID C     -  SUN                                      002 43 45.9
 OZ0917:UTM  11      -  SUN                                      000 39 26.9
 OZ0917
 OZ0917|---------------------------------------------------------------------|
 OZ0917| PID    Reference Object                     Distance      Geod. Az  |
 OZ0917|                                                           dddmmss.s |
 OZ0917| OZ0916 SUN                                 APPROX. 6.8 KM 0022907.5 |
 OZ0917| OZ0918 5739.14 PC 73 47.4                   34.722 METERS 19337     |
 OZ0917| CD5841 KETCHUM RM 1                         10.035 METERS 33913     |
 OZ0917|---------------------------------------------------------------------|
 OZ0917
 OZ0917                          SUPERSEDED SURVEY CONTROL
 OZ0917
 OZ0917  NAD 83(1986)-  43 39 48.12702(N)    114 21 12.31394(W) AD(       ) 2
 OZ0917  NAD 27      -  43 39 48.46562(N)    114 21 09.13462(W) AD(       ) 2
 OZ0917  NGVD 29 (07/19/86) 1748.4    (m)         5736.     (f) VERT ANG       
 OZ0917
 OZ0917.Superseded values are not recommended for survey control.
 OZ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0917.See file dsdata.txt to determine how the superseded data were derived.
 OZ0917
 OZ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ1338737889(NAD 83)
 OZ0917_MARKER: DD = SURVEY DISK
 OZ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OZ0917
 OZ0917  HISTORY     - Date     Condition        Report By
 OZ0917  HISTORY     - 1967     MONUMENTED       USGS
 OZ0917  HISTORY     - 20060912 MARK NOT FOUND   USGS
 OZ0917
 OZ0917                          STATION DESCRIPTION
 OZ0917
 OZ0917'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OZ0917'RM 1 TO RM 2 NOT MEASURED.
 OZ0917'
 OZ0917'LOCATED ABOUT 10.2 MI (AIRLINE) N. AND 2 MI W. OF HAILEY.  1 MI
 OZ0917'S. AND 0.5 MI E. OF KETCHUM.  33 FT E. OF U.S. HIGHWAY 93.
 OZ0917'
 OZ0917'TO REACH FROM THE POST OFFICE IN HAILEY, GO N. ON U.S. HIGHWAY
 OZ0917'93 FOR 10.5 MI.  0.7 MI N. OF A STEEL BRIDGE OVER THE BIG WOOD
 OZ0917'RIVER.  33 FT E. OF THE HWY.  5 FT S. OF A LIGHT POLE.  0.8 FT
 OZ0917'W. OF A FENCE LINE AND DIRECTLY OPPOSITE TWO LOG HOUSES WHICH ARE
 OZ0917'ON THE WEST SIDE OF U.S. HIGHWAY 93.
 OZ0917'
 OZ0917'STATION MARK--A STANDARD USGS BRASS TABLET STAMPED KETCHUM 1967
 OZ0917'CEMENTED INTO A ROUND, CONC. POST PROJECTING 0.2 FT ABOVE GROUND.
 OZ0917'
 OZ0917'REFERENCE MARK NO. 1--A STANDARD USGS BRASS STATION MARK TABLET
 OZ0917'STAMPED REFERENCE MARK NO 1 1967 ON A COPPER-COATED STEEL ROD
 OZ0917'DRIVEN INTO THE GROUND AND REINFORCED WITH CONC. PROJECTING ABOUT
 OZ0917'0.2 FT ABOVE GROUND IN FENCE LINE, 33 FT E. OF THE HWY., 28 FT
 OZ0917'N. OF A POWER POLE AND IN LINE WITH THE NORTH SIDE OF A LOG HOUSE
 OZ0917'ON THE WEST SIDE OF THE HWY.
 OZ0917'
 OZ0917'REFERENCE MARK NO. 2--AN IDAHO DEPARTMENT OF PUBLIC WORKS BRASS
 OZ0917'TABLET STAMPED BM 5739.14 PC 73 47.4 (STAMPING HAS BEEN DEFACED)
 OZ0917'SET IN A SQUARE CONC. POST PROJECTING 0.5 FT ABOVE GROUND, 33 FT
 OZ0917'W. OF THE HWY.  49 FT S. OF A TELEPHONE POLE.
 OZ0917
 OZ0917                          STATION RECOVERY (2006)
 OZ0917
 OZ0917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1789 ***********************************************************************
 RZ1789  DESIGNATION -  KEUTERVILLE
 RZ1789  PID         -  RZ1789
 RZ1789  STATE/COUNTY-  ID/IDAHO
 RZ1789  USGS QUAD   -  KEUTERVILLE (1967)
 RZ1789
 RZ1789                         *CURRENT SURVEY CONTROL
 RZ1789  ___________________________________________________________________
 RZ1789* NAD 83(1992)-  46 04 08.90096(N)    116 27 57.78315(W)     ADJUSTED  
 RZ1789* NAVD 88     -      1749.2    (meters)    5739.     (feet)  VERTCON   
 RZ1789  ___________________________________________________________________
 RZ1789  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 RZ1789  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 RZ1789
 RZ1789  HORZ ORDER  -  FIRST
 RZ1789
 RZ1789.The horizontal coordinates were established by classical geodetic methods
 RZ1789.and adjusted by the National Geodetic Survey in July 1992..
 RZ1789
 RZ1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1789
 RZ1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1789
 RZ1789.The geoid height was determined by GEOID03.
 RZ1789
 RZ1789;                    North         East     Units Scale Factor Converg.
 RZ1789;SPC ID W     -   489,374.034   744,605.209   MT  0.99997104   -0 30 56.5
 RZ1789;UTM  11      - 5,101,867.944   541,293.368   MT  0.99962096   +0 23 04.4
 RZ1789
 RZ1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1789!SPC ID W     -   0.99972843  x   0.99997104  =   0.99969948
 RZ1789!UTM  11      -   0.99972843  x   0.99962096  =   0.99934950
 RZ1789
 RZ1789:                Primary Azimuth Mark                     Grid Az
 RZ1789:SPC ID W     -  CRAIG                                    003 09 40.2
 RZ1789:UTM  11      -  CRAIG                                    002 15 39.3
 RZ1789
 RZ1789|---------------------------------------------------------------------|
 RZ1789| PID    Reference Object                     Distance      Geod. Az  |
 RZ1789|                                                           dddmmss.s |
 RZ1789| RZ1796 CRAIG                               APPROX.22.6 KM 0023843.7 |
 RZ1789| CH6874 KEUTERVILLE RM 1                      8.507 METERS 05339     |
 RZ1789| CH6873 KEUTERVILLE AZ MK                                  2175713.0 |
 RZ1789| CH6875 KEUTERVILLE RM 2                      5.998 METERS 29450     |
 RZ1789|---------------------------------------------------------------------|
 RZ1789
 RZ1789                          SUPERSEDED SURVEY CONTROL
 RZ1789
 RZ1789  NAD 83(1986)-  46 04 08.90193(N)    116 27 57.78156(W) AD(       ) 1
 RZ1789  NAD 27      -  46 04 09.35580(N)    116 27 54.24457(W) AD(       ) 1
 RZ1789  NGVD 29 (07/19/86) 1748.1    (m)         5735.     (f) VERT ANG       
 RZ1789
 RZ1789.Superseded values are not recommended for survey control.
 RZ1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1789.See file dsdata.txt to determine how the superseded data were derived.
 RZ1789
 RZ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM4129301868(NAD 83)
 RZ1789_MARKER: DS = TRIANGULATION STATION DISK
 RZ1789_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1789_STAMPING: KEUTERVILLE 1945
 RZ1789_MARK LOGO: CGS   
 RZ1789_MAGNETIC: N = NO MAGNETIC MATERIAL
 RZ1789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1789+STABILITY: POSITION/ELEVATION WELL
 RZ1789
 RZ1789  HISTORY     - Date     Condition        Report By
 RZ1789  HISTORY     - 1945     MONUMENTED       CGS
 RZ1789  HISTORY     - 1955     GOOD             LOCENG
 RZ1789  HISTORY     - 1957     GOOD             USGS
 RZ1789  HISTORY     - 1962     GOOD             USGS
 RZ1789  HISTORY     - 1967     GOOD             USGS
 RZ1789  HISTORY     - 19830615 GOOD             NGS
 RZ1789
 RZ1789                          STATION DESCRIPTION
 RZ1789
 RZ1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RZ1789'STATION IS LOCATED ABOUT 7.0 MILES N OF THE SALMON RIVER,
 RZ1789'5.5 MILES WNW OF COTTONWOOD, 2.8 MILES NW OF KEUTERVILLE,
 RZ1789'AND ON THE EXTREME NW POINT OF COTTONWOOD BUTTE.  IT IS ON
 RZ1789'THE HIGHEST POINT OF GROUND.  A SLIGHTLY LOWER ELEVATION IS
 RZ1789'ABOUT 0.2 MILE SE OF THE STATION.
 RZ1789'
 RZ1789'TO REACH FROM THE POST OFFICE AT KEUTERVILLE, GO W ON GRAVEL
 RZ1789'ROAD FOR 0.2 MILE, TURN RIGHT (N) AND FOLLOW MAIN TRAVELED
 RZ1789'ROAD FOR 2.0 MILES, TURN RIGHT, PASS THROUGH A WIRE GATE
 RZ1789'AND FOLLOW A WELL TRAVELED WOODS ROAD N FOR 0.6 MILE, PASS
 RZ1789'THROUGH A WIRE GATE AND CONTINUE N ACROSS A GRAIN FIELD FOR
 RZ1789'0.35 MILE, PASS THROUGH A WIRE GATE, CROSS SMALL STREAM,
 RZ1789'AND CONTINUE ON THE MAIN TRAVELED ROAD, UP GRADE, FOR 0.95
 RZ1789'MILE TO THE SUMMIT OF THE GRADE AND AN OPEN MEADOW, TURN
 RZ1789'LEFT (N) AND GO ACROSS COUNTRY FOR 0.2 MILE TO A T-FENCE
 RZ1789'INTERSECTION AND A GATE AND THE END OF TRUCK TRAVEL.  FROM
 RZ1789'THIS POINT CROSS OVER FENCE AND PACK N FOR ABOUT 0.3 MILE
 RZ1789'TO THE HIGH GROUND AND THE STATION.  ABOUT A 20-MINUTE
 RZ1789'PACK.
 RZ1789'
 RZ1789'STATION MARK IS A BRONZE STATION DISK CEMENTED INTO A DRILL HOLE IN
 RZ1789'BEDROCK WHICH PROJECTS ABOUT 2 FEET ON THE N SIDE AND PROJECTS
 RZ1789'ABOUT 5 FEET ON THE S SIDE.  DISK IS STAMPED KEUTERVILLE 1945.
 RZ1789'
 RZ1789'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED INTO A
 RZ1789'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2
 RZ1789'FEET AND IS ABOUT 2 FEET LOWER THAN THE STATION.  DISK IS
 RZ1789'STAMPED KEUTERVILLE NO 1 1945.
 RZ1789'
 RZ1789'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED INTO
 RZ1789'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS LEVEL WITH THE
 RZ1789'STATION AND PROJECTS ABOUT 6 INCHES.  DISK IS STAMPED KEUTERVILLE
 RZ1789'NO 2 1945.
 RZ1789'
 RZ1789'AZIMUTH MARK IS LOCATED ABOUT 0.75 MILE SSW OF THE STATION,
 RZ1789'25 FEET W OF THE CENTER LINE OF A GRADED ROAD, AND 1 FOOT
 RZ1789'E OF A WIRE FENCE.  IT IS REACHED FROM THE POST OFFICE AT
 RZ1789'KEUTERVILLE BY GOING W FOR 0.2 MILE.  TURN RIGHT (N) AND GO
 RZ1789'2.95 MILES TO THE AZIMUTH MARK ON THE LEFT-HAND SIDE OF THE
 RZ1789'ROAD.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A SQUARE
 RZ1789'CONCRETE POST WHICH PROJECTS 6 INCHES.  DISK IS STAMPED
 RZ1789'KEUTERVILLE 1945.
 RZ1789
 RZ1789                          STATION RECOVERY (1955)
 RZ1789
 RZ1789'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (RHG)
 RZ1789'STATION RECOVERED BY BARTON AND STODDARD ENGRS
 RZ1789'
 RZ1789'TO REACH FROM THE POST OFFICE AT KEUTERVILLE, GO W ON A GRAVEL
 RZ1789'ROAD FOR 0.2 MI., TURN RIGHT (N) AND FOLLOW A MAIN-TRAVELED
 RZ1789'ROAD FOR 2.8 MI. TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 RZ1789'ON THE MAIN-TRAVELED ROAD FOR 0.1 MI. TO A ROAD FORK.  TAKE
 RZ1789'THE RIGHT-HAND FORK FOR 0.1 MI. PAST AN ABANDONED SCHOOLHOUSE.
 RZ1789'THENCE ON A MAIN ROAD FOR 0.8 MI., AND TURN RIGHT THROUGH
 RZ1789'A POLE GATE AND UP A FIELD ROAD FOR 0.5 MI. TO A FARMHOUSE.
 RZ1789'GO PAST THE FARMHOUSE AND ASCEND A ROAD FOR 1.6 MI. TO THE
 RZ1789'STATION.
 RZ1789'
 RZ1789'REFERENCE MARK 2 HAS BEEN DESTROYED.  REFERENCE MARK 1 IS
 RZ1789'BELOW THE SURFACE OF THE FOUNDATION OF THE U.S.F.S. LOOKOUT
 RZ1789'HOUSE AND HAS BEEN PROTECTED BY A WOODEN BOX BUILT AROUND IT.
 RZ1789'
 RZ1789'A RADIO REPEATER TRANSMITTING STATION HAS BEEN CONSTRUCTED
 RZ1789'BY THE IDAHO DEPARTMENT OF HIGHWAYS AND OBSTRUCTS THE VISIBILITY
 RZ1789'IN THE DIRECTION OF NEZ.  THE LOOKOUT HOUSE OBSTRUCTS VISIBILITY
 RZ1789'IN THE DIRECTION OF MASON BUTTE.  THE STATE DEPARTMENT OF
 RZ1789'LAW ENFORCEMENT ALSO MAINTAINS A RADIO REPEATER STATION
 RZ1789'ON COTTONWOOD BUTTE.
 RZ1789
 RZ1789                          STATION RECOVERY (1957)
 RZ1789
 RZ1789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 RZ1789'STATION RECOVERED IN GOOD CONDITION.
 RZ1789'
 RZ1789'TO REACH FROM THE HIGH SCHOOL IN COTTONWOOD, PROCEED N 0.7
 RZ1789'MILE TO A LUMBERMILL, CONTINUE 0.3 MILE TO CROSSROADS, TURN
 RZ1789'LEFT AND PROCEED W 0.2 MILE TO RAILROAD CROSSING, CONTINUE
 RZ1789'GENERALLY W ALONG MAIN ROAD 3.6 MILES TO ROAD FORKS, TAKE
 RZ1789'LEFT FORK, A RESTRICTED ROAD, AND PROCEED 4.8 MILES TO TOP OF
 RZ1789'COTTONWOOD BUTTE AND STATE DIVISION OF FORESTRY LOOKOUT
 RZ1789'HOUSE.  STATION MARK IS 14.5 FEET SE OF THE SE CORNER OF THE
 RZ1789'LOOKOUT HOUSE, IN ROCK OUTCROP.
 RZ1789'
 RZ1789'REFERENCE MARK 1 COULD NOT BE FOUND AND WAS DESTROYED, ACCORDING
 RZ1789'TO THE LOOKOUT ON DUTY, WHEN RADIO REPEATER STATION WAS BUILT.
 RZ1789'
 RZ1789'REFERENCE MARK 2 IS 2 FEET S OF THE S WALL OF THE LOOKOUT
 RZ1789'HOUSE, IN WALKWAY, 1 FOOT BELOW GROUND LEVEL.  A 1 FOOT SQUARE
 RZ1789'WOOD BOX ENCLOSES THE REFERENCE MARK.
 RZ1789
 RZ1789                          STATION RECOVERY (1962)
 RZ1789
 RZ1789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RZ1789'DESCRIBED BY CGS.
 RZ1789
 RZ1789                          STATION RECOVERY (1967)
 RZ1789
 RZ1789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RZ1789'DESCRIBED BY CGS.
 RZ1789
 RZ1789                          STATION RECOVERY (1983)
 RZ1789
 RZ1789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 RZ1789'THE STATION WAS RECOVERED IN GOOD CONDITION.  RM 1 WAS PREVIOUSLY
 RZ1789'REPORTED DESTROYED.  RM 2 HAS EITHER BEEN COVERED BY CEMENT AND/OR
 RZ1789'DESTROYED.  THE AZ MK WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS
 RZ1789'POSSIBLE THE MARK IS STILL IN PLACE BUT TREES NOW BLOCK THE LINE TO
 RZ1789'THE STATION.  RMS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  THE STATION,
 RZ1789'COTTONWOOD BUTTE LOOKOUT HOUSE FLAGPOLE IS AT THE E GABLE OF LOOK OUT
 RZ1789'HOUSE AND IS ABOUT 12 METERS (39.4 FT) HIGH.  ITS WOODEN. THE STATION
 RZ1789'IS LOCATED 11.2 KM (6.95 MI) N OF THE SALMON RVER, 8.8 KM (5.45 MI)
 RZ1789'WNW OF COTTONWOD, 4.2 KM (2.60 MI) NW OF KEUTERVILLE AND ON THE NW
 RZ1789'POINT OF COTTONWOOD BUTTE.  TO REACH THE STATION FRM THE W
 RZ1789'INTRESECTION OF US 95 AND US 95 BUSINESS GO W ON US 95 FOR 0.5 KM
 RZ1789'(0.30 MI) TO A T JUNCTION, TURN LEFT AND GO 6.2 KM (3.85 MI) TO A Y
 RZ1789'FORK, TURN LEFT AND GO 1.3 KM (0.80 MI) TO CORRECTIONAL INSTITUTION ON
 RZ1789'THE LEFT, CONTINUE SOUTHERLY 5.4 KM (3.35 MI) TO END OF PAVEMENT AT
 RZ1789'ABANDONED RADAR FACILITY, TURN LEFT ONTO TRACK ROAD AND GO 0.2 KM
 RZ1789'(0.10 MI) TO THE TOP OF THE HILL AND STATION.
 RZ1789' 
 RZ1789'THE STATION IS A STANDARD USCGS DISK STAMPED---KEUTERVILLE 1945---,
 RZ1789'SET INTO ROCK OUTCROP, 6 METERS (19.7 FT) LARGEST DIMENSION.  THE
 RZ1789'STATION IS LOCATED 4.41 METERS (14.47 FT) SE FROM SE CORNER OF LOOKOUT
 RZ1789'TOWER, 2.7 METERS (8.9 FT) S FROM A PATH, 5.0 METERS (16.4 FT) N FROM
 RZ1789'A WOODEN ANTENNA POLE.
 RZ1789' 
 RZ1789'RM NO 3, IS A STANDARD NGS DISK STAMPED---KEUTERVILLE 1945 NO 3
 RZ1789'1983---, SET INTO ROCK OUTCROP, 10 METERS (32.8 FT) LARGEST DIMESION.
 RZ1789'THE STATION IS LOCATED 4.5 METERS (14.8 FT) W FROM A WOODEN ANTENNA
 RZ1789'POLE, 3.5 METERS (11.5 FT) NW FROM THE SW CORNER OF A CINDER BLOCK
 RZ1789'BUILDING, AND 2 METERS (6.6 FT) LOWER THAN THE STATION.
 RZ1789' 
 RZ1789'RM NO 4, IS A STANDARD NGS DISK STAMPED---KEUTERVILLE 1945 NO 4
 RZ1789'1983---, SET INTO ROCK OUTCROP, 10 METERS, (32.8 FT) LARGEST
 RZ1789'DIMENSION.  THE STATION IS LOCATED 12.8 METERS (42.0 FT) WNW FROM THE
 RZ1789'SW CORNER OF A CINDER BLOCK BUILDING, 1.55 METERS (5.09 FT) SW FROM
 RZ1789'THE SW CORNER OF A CONCRETE PLATFORM AROUND LOOKOUT HOUSE, AND 2.5
 RZ1789'METERS (8.2 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0745 ***********************************************************************
 PZ0745  DESIGNATION -  KILN
 PZ0745  PID         -  PZ0745
 PZ0745  STATE/COUNTY-  ID/LEMHI
 PZ0745  USGS QUAD   -  COAL KILN CANYON (1987)
 PZ0745
 PZ0745                         *CURRENT SURVEY CONTROL
 PZ0745  ___________________________________________________________________
 PZ0745* NAD 83(1992)-  44 18 27.93005(N)    113 10 31.87556(W)     ADJUSTED  
 PZ0745* NAVD 88     -      2279.0    (meters)    7477.     (feet)  VERTCON   
 PZ0745  ___________________________________________________________________
 PZ0745  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 PZ0745  GEOID HEIGHT-         -10.65  (meters)                     GEOID03
 PZ0745
 PZ0745  HORZ ORDER  -  SECOND
 PZ0745
 PZ0745.The horizontal coordinates were established by classical geodetic methods
 PZ0745.and adjusted by the National Geodetic Survey in July 1992..
 PZ0745
 PZ0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0745
 PZ0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0745
 PZ0745.The geoid height was determined by GEOID03.
 PZ0745
 PZ0745;                    North         East     Units Scale Factor Converg.
 PZ0745;SPC ID C     -   293,720.658   565,782.139   MT  1.00000057   +0 34 33.3
 PZ0745;UTM  12      - 4,908,357.429   326,482.587   MT  0.99997029   -1 31 12.0
 PZ0745
 PZ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0745!SPC ID C     -   0.99964446  x   1.00000057  =   0.99964503
 PZ0745!UTM  12      -   0.99964446  x   0.99997029  =   0.99961476
 PZ0745
 PZ0745:                Primary Azimuth Mark                     Grid Az
 PZ0745:SPC ID C     -  MOUNTAIN PEAK CONICAL TOP                003 42 49.9
 PZ0745:UTM  12      -  MOUNTAIN PEAK CONICAL TOP                005 48 35.2
 PZ0745
 PZ0745|---------------------------------------------------------------------|
 PZ0745| PID    Reference Object                     Distance      Geod. Az  |
 PZ0745|                                                           dddmmss.s |
 PZ0745| PZ0725 MOUNTAIN PEAK CONICAL TOP           APPROX.35.4 KM 0041723.2 |
 PZ0745| CN4675 KILN RM 1                            10.539 METERS 03545     |
 PZ0745| CN4674 KILN AZ MK                                         0902414.8 |
 PZ0745| CN4676 KILN RM 2                            10.685 METERS 13246     |
 PZ0745| PZ0744 T11N R27 28E SECS 1 6 7 12          185.256 METERS 21118     |
 PZ0745|---------------------------------------------------------------------|
 PZ0745
 PZ0745                          SUPERSEDED SURVEY CONTROL
 PZ0745
 PZ0745  NAD 83(1986)-  44 18 27.92615(N)    113 10 31.86998(W) AD(       ) 2
 PZ0745  NAD 27      -  44 18 28.25100(N)    113 10 28.80000(W) AD(       ) 2
 PZ0745  NGVD 29 (07/19/86) 2277.5    (m)         7472.     (f) VERT ANG       
 PZ0745
 PZ0745.Superseded values are not recommended for survey control.
 PZ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0745.See file dsdata.txt to determine how the superseded data were derived.
 PZ0745
 PZ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ2648308357(NAD 83)
 PZ0745_MARKER: DS = TRIANGULATION STATION DISK
 PZ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0745
 PZ0745  HISTORY     - Date     Condition        Report By
 PZ0745  HISTORY     - 1950     MONUMENTED       CGS
 PZ0745  HISTORY     - 1956     GOOD             USGS
 PZ0745
 PZ0745                          STATION DESCRIPTION
 PZ0745
 PZ0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0745'STATION IS LOCATED, AIRLINE, ABOUT 12 MILES SOUTH SOUTHEAST OF
 PZ0745'GILMORE, 9 MILES WEST SOUTHWEST OF NICHOLIA, 4 MILES SOUTHWEST
 PZ0745'OF STATE HIGHWAY 28, ON A LOW, FLAT TOPPED GRASSY RIDGE AT THE
 PZ0745'BASE OF THE LEMHI RANGE.  IT IS 0.3 MILE SOUTH OF 3 COAL
 PZ0745'KILNS (BRICK OVENS) THAT ARE IN A DRAW BELOW AN OLD CABIN.
 PZ0745'
 PZ0745'STATION MARK, STAMPED KILN 1950, IS A STANDARD BRONZE DISK SET
 PZ0745'IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE
 PZ0745'GROUND.  IT IS AT ABOUT THE CENTRAL PART OF THE LOW RIDGE
 PZ0745'THAT EXTENDS EASTERLY FROM THE HIGHER TIMBERED RIDGE.
 PZ0745'
 PZ0745'REFERENCE MARK NUMBER 1, STAMPED KILN NO 1 1950, IS A STANDARD
 PZ0745'BRONZE DISK SET IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 PZ0745'4 INCHES ABOVE THE GROUND AND IS 18 INCHES LOWER IN ELEVATION
 PZ0745'THAN THE STATION MARK.
 PZ0745'
 PZ0745'REFERENCE MARK NUMBER 2, STAMPED KILN NO 2 1950, IS A STANDARD
 PZ0745'BRONZE DISK SET IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 PZ0745'2 INCHES ABOVE THE GROUND AND IS AT THE SAME ELEVATION AS THE
 PZ0745'STATION.
 PZ0745'
 PZ0745'AZIMUTH MARK, STAMPED KILN 1950, IS A STANDARD BRONZE DISK SET
 PZ0745'IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 2 INCHES
 PZ0745'ABOVE THE GROUND.  TO REACH FROM THE STATION, GO NORTH, CROSS
 PZ0745'COUNTRY, FOR 0.3 MILE TO THREE BRICK KILNS.  TURN RIGHT ON A
 PZ0745'DIRT ROAD AND GO EASTERLY FOR 2.2 MILES TO THE AZIMUTH MARK ON
 PZ0745'THE LEFT SIDE OF THE ROAD.  THIS IS 0.1 MILE BEYOND A REVERSE
 PZ0745'FORK IN THE ROAD.
 PZ0745'
 PZ0745'THE SECTION CORNER IS A STANDARD GLO DISK BRAZED TO THE TOP OF
 PZ0745'AN IRON PIPE THAT PROJECTS 12 INCHES ABOVE THE GROUND AND IS ABOUT
 PZ0745'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED S 1-6, 12-7,
 PZ0745'R 27E-28E, T 11 N, 1926.
 PZ0745'
 PZ0745'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 PZ0745'TERRETON, GO NORTHWEST ON STATE HIGHWAY 28 FOR 45.7 MILES TO A
 PZ0745'SIDE ROAD ON THE LEFT AND A SIGN COAL KILN G.S.  TURN LEFT ON
 PZ0745'THE SIDE ROAD AND GO 0.4 MILE.  TAKE THE LEFT FORK AND GO 2.8
 PZ0745'MILES TO A CROSS ROAD.  TURN RIGHT AS PER SIGN COAL KILN AND
 PZ0745'GO 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR
 PZ0745'0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 2.1 MILES TO
 PZ0745'THREE BRICK KILNS IN A DRAW.  TURN LEFT, UPHILL, AND GO
 PZ0745'SOUTHERLY FOR 0.3 MILE TO THE STATION.
 PZ0745
 PZ0745                          STATION RECOVERY (1956)
 PZ0745
 PZ0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PZ0745'FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 PZ0745'
 PZ0745'STATION MARK--A STANDARD BRONZE DISK STAMPED---KILN 1950---, SET IN
 PZ0745'A 10 IN. SQUARE CONCRETE POST THAT PROJECTS 2 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1764 ***********************************************************************
 NU1764  DESIGNATION -  KIM
 NU1764  PID         -  NU1764
 NU1764  STATE/COUNTY-  ID/LINCOLN
 NU1764  USGS QUAD   -  KIMAMA (1972)
 NU1764
 NU1764                         *CURRENT SURVEY CONTROL
 NU1764  ___________________________________________________________________
 NU1764* NAD 83(1992)-  42 51 07.88774(N)    113 49 21.11094(W)     ADJUSTED  
 NU1764* NAVD 88     -      1299.6    (meters)    4264.     (feet)  VERTCON   
 NU1764  ___________________________________________________________________
 NU1764  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 NU1764  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 NU1764
 NU1764  HORZ ORDER  -  SECOND
 NU1764
 NU1764.The horizontal coordinates were established by classical geodetic methods
 NU1764.and adjusted by the National Geodetic Survey in July 1992..
 NU1764
 NU1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1764
 NU1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1764
 NU1764.The geoid height was determined by GEOID03.
 NU1764
 NU1764;                    North         East     Units Scale Factor Converg.
 NU1764;SPC ID C     -   131,694.412   514,504.886   MT  0.99994996   +0 07 14.5
 NU1764;UTM  12      - 4,748,265.998   269,382.344   MT  1.00025435   -1 55 13.7
 NU1764
 NU1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1764!SPC ID C     -   0.99979841  x   0.99994996  =   0.99974838
 NU1764!UTM  12      -   0.99979841  x   1.00025435  =   1.00005271
 NU1764
 NU1764:                Primary Azimuth Mark                     Grid Az
 NU1764:SPC ID C     -  ADEL                                     078 31 19.4
 NU1764:UTM  12      -  ADEL                                     080 33 47.6
 NU1764
 NU1764|---------------------------------------------------------------------|
 NU1764| PID    Reference Object                     Distance      Geod. Az  |
 NU1764|                                                           dddmmss.s |
 NU1764| NU1734 ADEL                                APPROX. 8.9 KM 0783833.9 |
 NU1764| CM4985 KIM RM 1                             10.757 METERS 13920     |
 NU1764| CM4986 KIM RM 2                              6.727 METERS 26348     |
 NU1764|---------------------------------------------------------------------|
 NU1764
 NU1764                          SUPERSEDED SURVEY CONTROL
 NU1764
 NU1764  NAD 83(1986)-  42 51 07.88607(N)    113 49 21.10633(W) AD(       ) 2
 NU1764  NAD 27      -  42 51 08.22195(N)    113 49 18.03824(W) AD(       ) 2
 NU1764  NGVD 29 (07/19/86) 1298.7    (m)         4261.     (f) VERT ANG       
 NU1764
 NU1764.Superseded values are not recommended for survey control.
 NU1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1764.See file dsdata.txt to determine how the superseded data were derived.
 NU1764
 NU1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN6938248266(NAD 83)
 NU1764_MARKER: DD = SURVEY DISK
 NU1764_SETTING: 80 = SET IN A BOULDER
 NU1764_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1764
 NU1764  HISTORY     - Date     Condition        Report By
 NU1764  HISTORY     - 1970     MONUMENTED       USGS
 NU1764
 NU1764                          STATION DESCRIPTION
 NU1764
 NU1764'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NU1764'NOTE--THE TABLETS FOR THIS STATION WERE SET AS PART OF A SECOND
 NU1764'ORDER PROJECT BUT NO OBSERVATIONS WERE MADE IN 1970.
 NU1764'
 NU1764'LOCATED ABOUT 16 MI (AIRLINE) NW. OF RUPERT.  9 MI W. OF
 NU1764'MINIDOKA.  ON A SAGEBRUSH TOP, 2-1/2 POLES E. OF RR. MILEPOST
 NU1764'291.  ABOUT 50 FT S. OF IDAHO 24.  AND ABOUT 9 FT HIGHER THAN RD.
 NU1764'
 NU1764'TO REACH FROM RUPERT DRIVE N. ON MERIDIAN RD. FOR 13.1 MI TO
 NU1764'NORLAND AND STATE HIGHWAY 24.  TURN LEFT W. ON IDAHO 24 AND GO
 NU1764'9.3 MI TO A CUT IN RD. AND STATION.
 NU1764'
 NU1764'STATION MARK--STANDARD USGS TABLET STAMPED KIM 1970 CEMENTED IN
 NU1764'DRILL HOLE IN ROCK BOULDER LEVEL WITH GROUND.
 NU1764'
 NU1764'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 NU1764'KIM 1970 NO 1 CEMENTED IN DRILL HOLE IN ROCK OUTCROP LEVEL WITH
 NU1764'GROUND.
 NU1764'
 NU1764'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET STAMPED
 NU1764'KIM 1970 NO 2 CEMENTED IN DRILL HOLE IN ROCK OUTCROP LEVEL WITH
 NU1764'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1766 ***********************************************************************
 NU1766  DESIGNATION -  KIMAMA
 NU1766  PID         -  NU1766
 NU1766  STATE/COUNTY-  ID/LINCOLN
 NU1766  USGS QUAD   -  KIMAMA BUTTE (1972)
 NU1766
 NU1766                         *CURRENT SURVEY CONTROL
 NU1766  ___________________________________________________________________
 NU1766* NAD 83(1992)-  42 50 48.24156(N)    113 57 28.85484(W)     ADJUSTED  
 NU1766* NAVD 88     -      1455.3    (meters)    4775.     (feet)  VERTCON   
 NU1766  ___________________________________________________________________
 NU1766  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 NU1766  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NU1766
 NU1766  HORZ ORDER  -  FIRST
 NU1766
 NU1766.The horizontal coordinates were established by classical geodetic methods
 NU1766.and adjusted by the National Geodetic Survey in July 1992..
 NU1766
 NU1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1766
 NU1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1766
 NU1766.The geoid height was determined by GEOID03.
 NU1766
 NU1766;                    North         East     Units Scale Factor Converg.
 NU1766;SPC ID C     -   131,073.774   503,431.795   MT  0.99994751   +0 01 42.8
 NU1766;UTM  12      - 4,748,040.067   258,290.427   MT  1.00031881   -2 00 45.1
 NU1766;UTM  11      - 4,748,284.623   748,571.497   MT  1.00036021   +2 04 11.0
 NU1766
 NU1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1766!SPC ID C     -   0.99977403  x   0.99994751  =   0.99972155
 NU1766!UTM  12      -   0.99977403  x   1.00031881  =   1.00009277
 NU1766!UTM  11      -   0.99977403  x   1.00036021  =   1.00013416
 NU1766
 NU1766|---------------------------------------------------------------------|
 NU1766| PID    Reference Object                     Distance      Geod. Az  |
 NU1766|                                                           dddmmss.s |
 NU1766| NU1768 KIMAMA RM                             9.790 METERS 17439     |
 NU1766| NU1508 KNOLL                               APPROX.10.8 KM 1912111.9 |
 NU1766|---------------------------------------------------------------------|
 NU1766
 NU1766                          SUPERSEDED SURVEY CONTROL
 NU1766
 NU1766  NAD 83(1986)-  42 50 48.23995(N)    113 57 28.85112(W) AD(       ) 1
 NU1766  NAD 27      -  42 50 48.56800(N)    113 57 25.75500(W) AD(       ) 1
 NU1766  NGVD 29 (01/23/89) 1454.3    (m)         4771.     (f) VERT ANG       
 NU1766
 NU1766.Superseded values are not recommended for survey control.
 NU1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1766.See file dsdata.txt to determine how the superseded data were derived.
 NU1766
 NU1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN5829048040(NAD 83)
 NU1766_MARKER: DS = TRIANGULATION STATION DISK
 NU1766_SETTING: 66 = SET IN ROCK OUTCROP
 NU1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1766
 NU1766  HISTORY     - Date     Condition        Report By
 NU1766  HISTORY     - 1915     MONUMENTED       CGS
 NU1766  HISTORY     - 1934     SEE DESCRIPTION  IDGS
 NU1766  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NU1766
 NU1766                          STATION DESCRIPTION
 NU1766
 NU1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (CVH)
 NU1766'STATION IS LOCATED ON A LOW BUT PROMINENT RIDGE COVERED WITH
 NU1766'SAGE-BRUSH ABOUT 5 MILES, AIR LINE, SE BY E FROM OWINZA, 9 MILES,
 NU1766'AIR LINE, W BY N FROM KIMAMA, AND 3 MILES S OF THE RAILROAD.
 NU1766'IT IS AT THE E END OF THE RIDGE ON A ROCKY KNOB ABOUT 10 FEET
 NU1766'HIGHER THAN THE REMAINDER OF THE RIDGE, WHICH IDENTIFIES THE
 NU1766'RIDGE FROM ALL OTHERS IN THAT VICINITY.
 NU1766'
 NU1766'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 NU1766'IN DRILL HOLES IN OUTCROPPING BEDROCK.  REFERENCE MARK IS NEAR
 NU1766'THE SE EDGE OF THE KNOB, 1.5 METERS (4.9 FEET) BELOW THE STATION.
 NU1766
 NU1766                          STATION RECOVERY (1934)
 NU1766
 NU1766'RECOVERY NOTE BY IDAHO GEODETIC SURVEY 1934
 NU1766'ON DECEMBER 10TH 1934, MEMBERS OF THE TWIN FALLS PARTY OF THE
 NU1766'STATE GEODETIC SURVEY, WHILE OCCUPYING KIMAMA, DISCOVERED
 NU1766'THE BRONZE MARKER LYING ON TOP OF THE ROCK NEAR THE POINT,
 NU1766'6 INCHES OF SNOW COVERED THE BUTTE AT THE TIME, BUT THE MAN
 NU1766'HAD NO DIFFICULTY IN LOCATING THE EXACT POINT FROM WHICH THE
 NU1766'MARKER HAD BEEN REMOVED, AS PARTICLES OF CEMENT STILL REMAINED
 NU1766'IN THE CRACK IN THE LAVA ROCK.  NEAT CEMENT HAD BEEN USED AND
 NU1766'ADHESION TO BOTH THE ROCK AND THE MARKER WAS POOR.  REMOVAL
 NU1766'OF THE MARKER WAS EVIDENTLY EASY AND NOT THE WORK OF SOUVENIR
 NU1766'HUNTERS.  THE POINT WAS REFERENCED OUT BY THE PARTY AND THE
 NU1766'TABLET WILL BE REPLACED WHEN WEATHER PERMITS.
 NU1766'
 NU1766'KIMAMA IS ON A LOW BUTTE 5 MILES SE OF OWINZA, 3 MILES S OF
 NU1766'THE RAILROAD IN T 7 S, R 21 E, BOISE MERIDIAN.
 NU1766
 NU1766                          STATION RECOVERY (1935)
 NU1766
 NU1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBL)
 NU1766'STATION WAS RECOVERED.  THE MARK WAS NOT FOUND BUT EVIDENCE OF
 NU1766'ORIGINAL LOCATION IS EVIDENT.  REFERENCE MARK IS STILL IN
 NU1766'GOOD CONDITION.  A NEW MARK WAS NOT PLACED SINCE THE STATION
 NU1766'WAS NOT REBUILT FOR REOCCUPATION.
 NU1766'
 NU1766'TO REACH FROM SHOSHONE, GO S ON U.S. HIGHWAY 93 TOWARDS TWIN
 NU1766'FALLS FOR 0.3-1/2 MILE, TURN LEFT OFF HIGHWAY ONTO GRAVELED
 NU1766'ROAD AS PER SIGN DETRICH, AT DETRICH CROSS RAILROAD TRACKS, TURN
 NU1766'RIGHT (E) AND FOLLOW ROAD ALONG THE N SIDE OF RAILROAD FOR 4.7
 NU1766'MILES AND TURN RIGHT (BESSLIN SCHOOLHOUSE ON CORNER), GO 0.3
 NU1766'MILE AND TURN LEFT JUST AFTER CROSSING RAILROAD NEAR BESSLIN
 NU1766'DEPOT, GO 5.7 MILES AND TAKE RIGHT FORK (1/2 MILE SW OF
 NU1766'OWINZA), GO 0.5 MILE, CONTINUE STRAIGHT AHEAD AT CROSSROADS, GO
 NU1766'0.6 MILE, CONTINUE STRAIGHT AHEAD, GO 0.3 MILE AND TAKE
 NU1766'RIGHT FORK, GO S ON THIS ROAD FOR 4.6 MILES, TURN LEFT AT
 NU1766'CROSSROADS ONTO GRADED ROAD (BADLY WASHED), GO 2.9 MILES AND
 NU1766'TURN RIGHT ONTO THE MAIN-TRAVELED ROAD, GO 1.4 MILES AND
 NU1766'TURN RIGHT ACROSS COUNTRY TO SUMMIT OF RIDGE, 0.7 MILE, AND
 NU1766'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1770 ***********************************************************************
 NU1770  DESIGNATION -  KIMAMA 2
 NU1770  PID         -  NU1770
 NU1770  STATE/COUNTY-  ID/LINCOLN
 NU1770  USGS QUAD   -  KIMAMA BUTTE (1972)
 NU1770
 NU1770                         *CURRENT SURVEY CONTROL
 NU1770  ___________________________________________________________________
 NU1770* NAD 83(1992)-  42 50 48.24845(N)    113 57 28.86329(W)     ADJUSTED  
 NU1770* NAVD 88     -      1455.1    (meters)    4774.     (feet)  VERTCON   
 NU1770  ___________________________________________________________________
 NU1770  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 NU1770  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NU1770
 NU1770  HORZ ORDER  -  SECOND
 NU1770
 NU1770.The horizontal coordinates were established by classical geodetic methods
 NU1770.and adjusted by the National Geodetic Survey in July 1992..
 NU1770
 NU1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1770
 NU1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1770
 NU1770.The geoid height was determined by GEOID03.
 NU1770
 NU1770;                    North         East     Units Scale Factor Converg.
 NU1770;SPC ID C     -   131,073.986   503,431.603   MT  0.99994751   +0 01 42.8
 NU1770;UTM  12      - 4,748,040.286   258,290.242   MT  1.00031882   -2 00 45.1
 NU1770;UTM  11      - 4,748,284.828   748,571.297   MT  1.00036021   +2 04 11.0
 NU1770
 NU1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1770!SPC ID C     -   0.99977405  x   0.99994751  =   0.99972157
 NU1770!UTM  12      -   0.99977405  x   1.00031882  =   1.00009280
 NU1770!UTM  11      -   0.99977405  x   1.00036021  =   1.00013418
 NU1770
 NU1770|---------------------------------------------------------------------|
 NU1770| PID    Reference Object                     Distance      Geod. Az  |
 NU1770|                                                           dddmmss.s |
 NU1770| CM4987 KIMAMA 2 RM 1                         6.054 METERS 10211     |
 NU1770| NU1768 KIMAMA RM                            10.021 METERS 17340     |
 NU1770| OY0971 CRATER                              APPROX.18.7 KM 3585407.3 |
 NU1770|---------------------------------------------------------------------|
 NU1770
 NU1770                          SUPERSEDED SURVEY CONTROL
 NU1770
 NU1770  NAD 83(1986)-  42 50 48.24686(N)    113 57 28.85957(W) AD(       ) 2
 NU1770  NAD 27      -  42 50 48.58250(N)    113 57 25.76799(W) AD(       ) 2
 NU1770  NGVD 29 (07/19/86) 1454.2    (m)         4771.     (f) VERT ANG       
 NU1770
 NU1770.Superseded values are not recommended for survey control.
 NU1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1770.See file dsdata.txt to determine how the superseded data were derived.
 NU1770
 NU1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN5829048040(NAD 83)
 NU1770_MARKER: DD = SURVEY DISK
 NU1770_SETTING: 66 = SET IN ROCK OUTCROP
 NU1770
 NU1770  HISTORY     - Date     Condition        Report By
 NU1770  HISTORY     - 1970     MONUMENTED       USGS
 NU1770  HISTORY     - 1972     GOOD             USGS
 NU1770
 NU1770                          STATION DESCRIPTION
 NU1770
 NU1770'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NU1770'RM 1 TO RM 2 NOT MEASURED.
 NU1770'
 NU1770'LOCATED ABOUT 16.5 MI (AIRLINE) SE. OF DIETRICH.  4 MI S. OF UNION
 NU1770'PACIFIC RAILROAD, ON SHARP ROCK OUTCROP ON THE SOUTH END OF A
 NU1770'PROMINENT SAGE-COVERED TOP.
 NU1770'
 NU1770'TO REACH FROM DIETRICH, GO E. ON STATE HIGHWAY 24 TOWARD MINIDOKA
 NU1770'FOR 16.7 MI TO DIRT RD. ON RIGHT.  TURN RIGHT FOR 1.7 MI TO
 NU1770'X-RDS.  CONTINUE STRAIGHT 1.1 MI TO TOP OF BUTTE AND STATION.
 NU1770'
 NU1770'STATION MARK--STANDARD USGS TABLET STAMPED KIMAMA 2 1947 CEMENTED
 NU1770'IN DRILL HOLE IN ROCK OUTCROP.
 NU1770'
 NU1770'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET STAMPED
 NU1770'NO 1 CEMENTED IN DRILL HOLE IN TOP OF ROCK OUTCROP.
 NU1770'
 NU1770'REFERENCE MARK NO. 2--STANDARD USC AND GS REFERENCE MARK TABLET
 NU1770'STAMPED NO 2 CEMENTED IN TOP OF ROCK OUTCROP.
 NU1770
 NU1770                          STATION RECOVERY (1972)
 NU1770
 NU1770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NU1770'FOUND AS DESCRIBED BY USGS IN 1970.  ALL MARKS IN GOOD CONDITION.
 NU1770'
 NU1770'RMS NOT MEASURED IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1769 ***********************************************************************
 NU1769  DESIGNATION -  KIMAMA BU
 NU1769  PID         -  NU1769
 NU1769  STATE/COUNTY-  ID/MINIDOKA
 NU1769  USGS QUAD   -  KIMAMA BUTTE (1972)
 NU1769
 NU1769                         *CURRENT SURVEY CONTROL
 NU1769  ___________________________________________________________________
 NU1769* NAD 83(1992)-  42 45 43.88551(N)    113 53 49.74943(W)     ADJUSTED  
 NU1769* NAVD 88     -      1548.0    (meters)    5079.     (feet)  VERTCON   
 NU1769  ___________________________________________________________________
 NU1769  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 NU1769  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NU1769
 NU1769  HORZ ORDER  -  SECOND
 NU1769
 NU1769.The horizontal coordinates were established by classical geodetic methods
 NU1769.and adjusted by the National Geodetic Survey in July 1992..
 NU1769
 NU1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1769
 NU1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1769
 NU1769.The geoid height was determined by GEOID03.
 NU1769
 NU1769;                    North         East     Units Scale Factor Converg.
 NU1769;SPC ID C     -   121,686.713   508,418.102   MT  0.99994824   +0 04 11.4
 NU1769;UTM  12      - 4,738,478.087   262,941.175   MT  1.00029143   -1 58 04.6
 NU1769
 NU1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1769!SPC ID C     -   0.99975951  x   0.99994824  =   0.99970777
 NU1769!UTM  12      -   0.99975951  x   1.00029143  =   1.00005087
 NU1769
 NU1769|---------------------------------------------------------------------|
 NU1769| PID    Reference Object                     Distance      Geod. Az  |
 NU1769|                                                           dddmmss.s |
 NU1769| CM4989 KIMAMA BU RM 2                        5.364 METERS 22019     |
 NU1769| NU1770 KIMAMA 2                            APPROX.10.6 KM 3320533.8 |
 NU1769| CM4988 KIMAMA BU RM 1                       12.221 METERS 34818     |
 NU1769|---------------------------------------------------------------------|
 NU1769
 NU1769                          SUPERSEDED SURVEY CONTROL
 NU1769
 NU1769  NAD 83(1986)-  42 45 43.88424(N)    113 53 49.74601(W) AD(       ) 2
 NU1769  NAD 27      -  42 45 44.21632(N)    113 53 46.66002(W) AD(       ) 2
 NU1769  NGVD 29 (07/19/86) 1547.0    (m)         5075.     (f) VERT ANG       
 NU1769
 NU1769.Superseded values are not recommended for survey control.
 NU1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1769.See file dsdata.txt to determine how the superseded data were derived.
 NU1769
 NU1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN6294138478(NAD 83)
 NU1769_MARKER: DD = SURVEY DISK
 NU1769_SETTING: 66 = SET IN ROCK OUTCROP
 NU1769
 NU1769  HISTORY     - Date     Condition        Report By
 NU1769  HISTORY     - 1970     MONUMENTED       USGS
 NU1769  HISTORY     - 1972     GOOD             USGS
 NU1769
 NU1769                          STATION DESCRIPTION
 NU1769
 NU1769'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NU1769'RM 1 TO RM 2 NOT MEASURED.
 NU1769'
 NU1769'LOCATED ABOUT 16 MI NNW. OF BURLEY.  15 MI NW. OF RUPERT.  ON THE
 NU1769'TOP OF A PROMINENT HILL KNOWN AS KIMAMA BUTTE.  ON A ROCK OUTCROP,
 NU1769'N. OF THE LOOKOUT HOUSE.
 NU1769'
 NU1769'TO REACH FROM THE JCT. OF STATE HIGHWAYS 25 AND 27 IN
 NU1769'PAUL.  PROCEED N. ON ELLIS STREET WHICH BECOMES ROUTE 600W, FOR
 NU1769'11 MI TO X-RDS., ROUTE 1000 N.  CONTINUE STRAIGHT AHEAD FOR 1.0
 NU1769'MI TO X-RDS.  TURN LEFT (W.) FOR 1.5 MI TO X-RDS.  CONTINUE
 NU1769'STRAIGHT AHEAD (W.) FOR 5.4 MI TO TOP OF HILL AND STATION.
 NU1769'
 NU1769'STATION MARK--A STANDARD USGS TABLET STAMPED KIMAMA BU 1970
 NU1769'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 NU1769'
 NU1769'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED KIMAMA BU NO
 NU1769'1 1970, CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 NU1769'
 NU1769'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED KIMAMA BU NO
 NU1769'2 1970, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.
 NU1769
 NU1769                          STATION RECOVERY (1972)
 NU1769
 NU1769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NU1769'FOUND AS DESCRIBED BY USGS IN 1970.  ALL MARKS IN GOOD CONDITION.
 NU1769'
 NU1769'RMS NOT MEASURED IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1767 ***********************************************************************
 NU1767  DESIGNATION -  KIMAMA BUTTE LOOKOUT HOUSE
 NU1767  PID         -  NU1767
 NU1767  STATE/COUNTY-  ID/MINIDOKA
 NU1767  USGS QUAD   -  KIMAMA BUTTE (1972)
 NU1767
 NU1767                         *CURRENT SURVEY CONTROL
 NU1767  ___________________________________________________________________
 NU1767* NAD 83(1992)-  42 45 43.36164(N)    113 53 49.50553(W)     ADJUSTED  
 NU1767* NAVD 88     -                                                        
 NU1767  ___________________________________________________________________
 NU1767  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 NU1767  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NU1767
 NU1767  HORZ ORDER  -  THIRD
 NU1767
 NU1767.The horizontal coordinates were established by classical geodetic methods
 NU1767.and adjusted by the National Geodetic Survey in July 1992..
 NU1767
 NU1767
 NU1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1767
 NU1767.The geoid height was determined by GEOID03.
 NU1767
 NU1767;                    North         East     Units Scale Factor Converg.
 NU1767;SPC ID C     -   121,670.555   508,423.667   MT  0.99994824   +0 04 11.5
 NU1767;UTM  12      - 4,738,461.736   262,946.164   MT  1.00029140   -1 58 04.5
 NU1767
 NU1767                          SUPERSEDED SURVEY CONTROL
 NU1767
 NU1767  NAD 83(1986)-  42 45 43.36149(N)    113 53 49.50227(W) AD(       ) 4
 NU1767  NAD 27      -  42 45 43.67300(N)    113 53 46.42000(W) AD(       ) 3
 NU1767
 NU1767.Superseded values are not recommended for survey control.
 NU1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1767.See file dsdata.txt to determine how the superseded data were derived.
 NU1767
 NU1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN6294638462(NAD 83)
 NU1767_MARKER: 73 = LOOKOUT HOUSE
 NU1767
 NU1767  HISTORY     - Date     Condition        Report By
 NU1767  HISTORY     - 1950     FIRST OBSERVED   CGS
 NU1767
 NU1767                          STATION DESCRIPTION
 NU1767
 NU1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1767'STATION IS THE PEAK OF THE POINTED ROOF OF THE KIMAMA BUTTE
 NU1767'LOOKOUT HOUSE.  THE HOUSE IS A SQUARE FRAME STRUCTURE WITH
 NU1767'WINDOWS ON ALL FOUR SIDES.  IT IS OPERATED BY THE DEPARTMENT
 NU1767'OF INTERIOR, BUREAU OF LAND MANAGEMENT, AND SERVES BOTH AS
 NU1767'A FIRE LOOKOUT STATION AND A WEATHER STATION.
 NU1767'
 NU1767'IT IS LOCATED 16 MILES NORTH-NORTHWEST OF BURLEY, 15 MILES
 NU1767'NORTHWEST OF RUPERT, AND 8 MILES SOUTHWEST OF KIMAMA, ON THE
 NU1767'HIGHEST POINT OF KIMAMA BUTTE, A SOLITARY HILL RISING ABOVE
 NU1767'THE SAGEBRUSH COVERED FLATS.  A SECOND HOUSE, THE DWELLING
 NU1767'OF THE LOOKOUT ATTENDANT, IS LOCATED ABOUT 170 YARDS NORTHEAST
 NU1767'OF AND ABOUT 150 FEET LOWER THAN THE LOOKOUT, ON THE FIRST
 NU1767'SHOULDER BELOW THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1768 ***********************************************************************
 NU1768  DESIGNATION -  KIMAMA RM
 NU1768  PID         -  NU1768
 NU1768  STATE/COUNTY-  ID/LINCOLN
 NU1768  USGS QUAD   -  KIMAMA BUTTE (1972)
 NU1768
 NU1768                         *CURRENT SURVEY CONTROL
 NU1768  ___________________________________________________________________
 NU1768* NAD 83(1992)-  42 50 47.92570(N)    113 57 28.81461(W)     ADJUSTED  
 NU1768* NAVD 88     -      1449.     (meters)    4754.     (feet)  SCALED    
 NU1768  ___________________________________________________________________
 NU1768  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 NU1768  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NU1768
 NU1768  HORZ ORDER  -  SECOND
 NU1768
 NU1768.The horizontal coordinates were established by classical geodetic methods
 NU1768.and adjusted by the National Geodetic Survey in July 1992..
 NU1768
 NU1768.The orthometric height was scaled from a topographic map.
 NU1768
 NU1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1768
 NU1768.The geoid height was determined by GEOID03.
 NU1768
 NU1768;                    North         East     Units Scale Factor Converg.
 NU1768;SPC ID C     -   131,064.028   503,432.713   MT  0.99994751   +0 01 42.8
 NU1768;UTM  12      - 4,748,030.291   258,290.997   MT  1.00031881   -2 00 45.1
 NU1768;UTM  11      - 4,748,274.912   748,572.762   MT  1.00036022   +2 04 11.0
 NU1768
 NU1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1768!SPC ID C     -   0.99977502  x   0.99994751  =   0.99972254
 NU1768!UTM  12      -   0.99977502  x   1.00031881  =   1.00009376
 NU1768!UTM  11      -   0.99977502  x   1.00036022  =   1.00013516
 NU1768
 NU1768                          SUPERSEDED SURVEY CONTROL
 NU1768
 NU1768  NAD 83(1986)-  42 50 47.92411(N)    113 57 28.81089(W) AD(       ) 2
 NU1768  NAD 27      -  42 50 48.25200(N)    113 57 25.71500(W) AD(       ) 2
 NU1768
 NU1768.Superseded values are not recommended for survey control.
 NU1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1768.See file dsdata.txt to determine how the superseded data were derived.
 NU1768
 NU1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN5829148030(NAD 83)
 NU1768_MARKER: DR = REFERENCE MARK DISK
 NU1768_SETTING: 66 = SET IN ROCK OUTCROP
 NU1768_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NU1768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1768+STABILITY: POSITION/ELEVATION WELL
 NU1768
 NU1768  HISTORY     - Date     Condition        Report By
 NU1768  HISTORY     - 1915     MONUMENTED       CGS
 NU1768
 NU1768                          STATION DESCRIPTION
 NU1768
 NU1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 NU1768'REFERENCE MARK IS STANDARD BRONZE DISK WEDGED
 NU1768'IN DRILL HOLES IN OUTCROPPING BEDROCK.  REFERENCE MARK IS NEAR
 NU1768'THE SE EDGE OF THE KNOB, 1.5 METERS (4.9 FEET) BELOW THE STATION.
 NU1768'
 NU1768'TO REACH STATION KIMAMA FROM SHOSHONE, GO S ON U.S. HIGHWAY 93 TOWARDS
 NU1768'TWIN FALLS FOR 0.3-1/2 MILE, TURN LEFT OFF HIGHWAY ONTO GRAVELED
 NU1768'ROAD AS PER SIGN DETRICH, AT DETRICH CROSS RAILROAD TRACKS, TURN
 NU1768'RIGHT (E) AND FOLLOW ROAD ALONG THE N SIDE OF RAILROAD FOR 4.7
 NU1768'MILES AND TURN RIGHT (BESSLIN SCHOOLHOUSE ON CORNER), GO 0.3
 NU1768'MILE AND TURN LEFT JUST AFTER CROSSING RAILROAD NEAR BESSLIN
 NU1768'DEPOT, GO 5.7 MILES AND TAKE RIGHT FORK (1/2 MILE SW OF
 NU1768'OWINZA), GO 0.5 MILE, CONTINUE STRAIGHT AHEAD AT CROSSROADS, GO
 NU1768'0.6 MILE, CONTINUE STRAIGHT AHEAD, GO 0.3 MILE AND TAKE
 NU1768'RIGHT FORK, GO S ON THIS ROAD FOR 4.6 MILES, TURN LEFT AT
 NU1768'CROSSROADS ONTO GRADED ROAD (BADLY WASHED), GO 2.9 MILES AND
 NU1768'TURN RIGHT ONTO THE MAIN-TRAVELED ROAD, GO 1.4 MILES AND
 NU1768'TURN RIGHT ACROSS COUNTRY TO SUMMIT OF RIDGE, 0.7 MILE, AND
 NU1768'STATION KIMAMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV1014 ***********************************************************************
 NV1014  DESIGNATION -  KIMBERLY MUNICIPAL TANK
 NV1014  PID         -  NV1014
 NV1014  STATE/COUNTY-  ID/TWIN FALLS
 NV1014  USGS QUAD   -  KIMBERLY (1992)
 NV1014
 NV1014                         *CURRENT SURVEY CONTROL
 NV1014  ___________________________________________________________________
 NV1014* NAD 83(1992)-  42 32 06.33510(N)    114 21 56.44505(W)     ADJUSTED  
 NV1014* NAVD 88     -                                                        
 NV1014  ___________________________________________________________________
 NV1014  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 NV1014  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 NV1014
 NV1014  HORZ ORDER  -  THIRD
 NV1014
 NV1014.The horizontal coordinates were established by classical geodetic methods
 NV1014.and adjusted by the National Geodetic Survey in July 1992..
 NV1014
 NV1014
 NV1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV1014
 NV1014.The geoid height was determined by GEOID03.
 NV1014
 NV1014;                    North         East     Units Scale Factor Converg.
 NV1014;SPC ID C     -    96,520.408   469,959.910   MT  0.99995847   -0 14 50.0
 NV1014;UTM  11      - 4,712,553.205   716,337.552   MT  1.00017586   +1 46 53.8
 NV1014
 NV1014                          SUPERSEDED SURVEY CONTROL
 NV1014
 NV1014  NAD 83(1986)-  42 32 06.33446(N)    114 21 56.44362(W) AD(       ) 4
 NV1014  NAD 27      -  42 32 06.65000(N)    114 21 53.31100(W) AD(       ) 3
 NV1014
 NV1014.Superseded values are not recommended for survey control.
 NV1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV1014.See file dsdata.txt to determine how the superseded data were derived.
 NV1014
 NV1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1633812553(NAD 83)
 NV1014
 NV1014  HISTORY     - Date     Condition        Report By
 NV1014  HISTORY     - 1946     MONUMENTED       CGS
 NV1014  HISTORY     - 1950     SEE DESCRIPTION  CGS
 NV1014  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NV1014
 NV1014                          STATION DESCRIPTION
 NV1014
 NV1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NV1014'STATION IS LOCATED IN KIMBERLY, ABOUT 75 YARDS W OF MAIN
 NV1014'STREET, 90 YARDS SW OF THE INTERSECTION OF MAIN STREET AND
 NV1014'MONROE STREET, 135 FEET NW OF THE NW CORNER OF THE IDAHO
 NV1014'POWER BUILDING, 90 FEET SW OF THE SW CORNER OF WILSON BROS.
 NV1014'CO. BUILDING.
 NV1014'
 NV1014'STATION IS A SILVER-COLORED STEEL TANK SUPPORTED BY FOUR LEGS
 NV1014'WITH A STANDPIPE, 5 FEET IN DIAMETER, IN THE CENTER.  THE
 NV1014'TANK IS APPROXIMATELY 200 FEET HIGH AND HAS THE NAME KIMBERLY
 NV1014'INSCRIBED IN BLACK LETTERS.  THERE IS A SMALL SPHERE ON THE
 NV1014'APEX.
 NV1014'
 NV1014'THIS IS AN INTERSECTION STATION.
 NV1014
 NV1014                          STATION RECOVERY (1950)
 NV1014
 NV1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NV1014'STATION IS THE BALL AT THE PEAK OF THE CONICAL ROOF OF MUNICIPAL
 NV1014'WATER TANK IN KIMBERLY.  THE TANK IS CYLINDRICAL AND IS
 NV1014'ELEVATED ON A FOUR LEGGED STEEL TOWER.  THE PEAK OF THE ROOF
 NV1014'IS 150 FEET ABOVE THE GROUND.  THE TANK AND TOWER ARE PAINTED
 NV1014'SILVER, AND THE TANK HAS THE NAME KIMBERLY PAINTED ON ITS
 NV1014'SIDE IN LARGE BLACK LETTERS.
 NV1014'
 NV1014'LOCATED 1/2 BLOCK WEST OF MAIN STREET, 1-1/2 BLOCKS NORTH OF
 NV1014'THE SCHOOLHOUSE, AND 1-1/2 BLOCK SOUTH OF THE UNION PACIFIC
 NV1014'DEPOT IN KIMBERLY.
 NV1014
 NV1014                          STATION RECOVERY (1973)
 NV1014
 NV1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BHB)
 NV1014'THE TANK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NV1014'
 NV1014'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KIMBERLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0968 ***********************************************************************
 OZ0968  DESIGNATION -  KING
 OZ0968  PID         -  OZ0968
 OZ0968  STATE/COUNTY-  ID/BLAINE
 OZ0968  USGS QUAD   -  EASLEY HOT SPRINGS (1970)
 OZ0968
 OZ0968                         *CURRENT SURVEY CONTROL
 OZ0968  ___________________________________________________________________
 OZ0968* NAD 83(1992)-  43 49 56.11671(N)    114 36 38.88810(W)     ADJUSTED  
 OZ0968* NAVD 88     -      2342.6    (meters)    7686.     (feet)  VERTCON   
 OZ0968  ___________________________________________________________________
 OZ0968  LAPLACE CORR-           6.97  (seconds)                    DEFLEC99
 OZ0968  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 OZ0968
 OZ0968  HORZ ORDER  -  SECOND
 OZ0968
 OZ0968.The horizontal coordinates were established by classical geodetic methods
 OZ0968.and adjusted by the National Geodetic Survey in July 1992..
 OZ0968
 OZ0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0968
 OZ0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0968
 OZ0968.The geoid height was determined by GEOID03.
 OZ0968
 OZ0968;                    North         East     Units Scale Factor Converg.
 OZ0968;SPC ID C     -   240,739.238   450,874.608   MT  0.99997704   -0 25 22.9
 OZ0968;UTM  11      - 4,856,016.548   692,093.018   MT  1.00005387   +1 39 18.5
 OZ0968
 OZ0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0968!SPC ID C     -   0.99963472  x   0.99997704  =   0.99961177
 OZ0968!UTM  11      -   0.99963472  x   1.00005387  =   0.99968857
 OZ0968
 OZ0968|---------------------------------------------------------------------|
 OZ0968| PID    Reference Object                     Distance      Geod. Az  |
 OZ0968|                                                           dddmmss.s |
 OZ0968| CD5844 KING RM 1                            38.047 METERS 08539     |
 OZ0968| OZ0967 BAKER                               APPROX. 7.1 KM 1300333.8 |
 OZ0968| CD5845 KING RM 2                            26.564 METERS 19223     |
 OZ0968|---------------------------------------------------------------------|
 OZ0968
 OZ0968                          SUPERSEDED SURVEY CONTROL
 OZ0968
 OZ0968  NAD 83(1986)-  43 49 56.11360(N)    114 36 38.88362(W) AD(       ) 2
 OZ0968  NAD 27      -  43 49 56.44699(N)    114 36 35.66568(W) AD(       ) 2
 OZ0968  NGVD 29 (07/19/86) 2341.1    (m)         7681.     (f) VERT ANG       
 OZ0968
 OZ0968.Superseded values are not recommended for survey control.
 OZ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0968.See file dsdata.txt to determine how the superseded data were derived.
 OZ0968
 OZ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ9209356017(NAD 83)
 OZ0968_MARKER: DD = SURVEY DISK
 OZ0968_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0968
 OZ0968  HISTORY     - Date     Condition        Report By
 OZ0968  HISTORY     - 1970     MONUMENTED       USGS
 OZ0968
 OZ0968                          STATION DESCRIPTION
 OZ0968
 OZ0968'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OZ0968'RM 1 TO RM 2 NOT MEASURED.
 OZ0968'
 OZ0968'LOCATED ABOUT 16 MI NW. OF KETCHUM.  ABOUT 6 MI SE. OF GALENA
 OZ0968'PASS.  ABOUT 1 MI N. OF HIGHWAY 93.  ON A GRASSY LOW
 OZ0968'SAGEBRUSH-COVERED RIDGE NEAR THE WEST END OF A SLOPING BENCH.  300
 OZ0968'FT W. OF EXTENSION OF LONG TANGENT IN HWY. SE., AND ABOUT 200 FT
 OZ0968'S. OF LONE FIR TREE WHICH IS SOUTHERNMOST OF FOUR.  9.6 FT SE. OF
 OZ0968'WITNESS POST IN A 2 X 3 ROCK OUTCROP PROJECTING ABOUT 0.2 FT.
 OZ0968'
 OZ0968'REACHED BY 2 WHEEL DRIVE TRUCK.  GOOD HELICOPTER LANDING AT
 OZ0968'STATION.
 OZ0968'
 OZ0968'TO REACH FROM THE POST OFFICE IN KETCHUM, PROCEED N. ON
 OZ0968'U.S. HIGHWAY 93 FOR 21.5 MI TO KING CREEK ON RIGHT.  TURN RIGHT
 OZ0968'(NE.) FOR 0.5 MI TO Y-RD.  TAKE RIGHT FORK, X-ING CREEK AND FOLLOW
 OZ0968'TRACK RD. FOR 0.8 MI TO OPEN RIDGE.  TURN RIGHT OFF TRACK RD. JUST
 OZ0968'BELOW BENCH AND GO ACROSS COUNTRY FOR 0.1 MI TO STATION.
 OZ0968'
 OZ0968'STATION MARK.  A STANDARD USGS TABLET STAMPED KING 1970 CEMENTED
 OZ0968'IN A DRILL HOLE IN ROCK OUTCROP.
 OZ0968'
 OZ0968'REFERENCE MARK NO. 1--A STANDARD USGS TABLET STAMPED NO 1 1970
 OZ0968'CEMENTED IN A 3 FT X 4 FT ROCK PROJECTING ABOUT 0.5 FT ABOVE GROUND,
 OZ0968'1.1 FT BELOW STATION MARK.
 OZ0968'
 OZ0968'REFERENCE MARK NO. 2--A STANDARD USGS TABLET STAMPED NO 2 1970
 OZ0968'CEMENTED IN 1 FT X 2 FT ROCKY OUTCROP PROJECTING ABOUT 0.2 FT
 OZ0968'ABOVE GROUND, 10 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1004 ***********************************************************************
 OZ1004  DESIGNATION -  KING
 OZ1004  PID         -  OZ1004
 OZ1004  STATE/COUNTY-  ID/ELMORE
 OZ1004  USGS QUAD   -  KING HILL (1986)
 OZ1004
 OZ1004                         *CURRENT SURVEY CONTROL
 OZ1004  ___________________________________________________________________
 OZ1004* NAD 83(1992)-  43 02 30.69898(N)    115 13 55.86619(W)     ADJUSTED  
 OZ1004* NAVD 88     -      1103.     (meters)    3619.     (feet)  SCALED    
 OZ1004  ___________________________________________________________________
 OZ1004  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 OZ1004  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 OZ1004
 OZ1004  HORZ ORDER  -  FIRST
 OZ1004
 OZ1004.The horizontal coordinates were established by classical geodetic methods
 OZ1004.and adjusted by the National Geodetic Survey in July 1992..
 OZ1004
 OZ1004.The orthometric height was scaled from a topographic map.
 OZ1004
 OZ1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1004
 OZ1004.The geoid height was determined by GEOID03.
 OZ1004
 OZ1004;                    North         East     Units Scale Factor Converg.
 OZ1004;SPC ID W     -   152,876.751   842,191.684   MT  0.99995522   +0 21 12.4
 OZ1004;SPC ID C     -   153,485.681   399,599.414   MT  1.00007133   -0 50 27.9
 OZ1004;UTM  11      - 4,766,979.836   643,995.427   MT  0.99985508   +1 12 24.5
 OZ1004
 OZ1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1004!SPC ID W     -   0.99982952  x   0.99995522  =   0.99978475
 OZ1004!SPC ID C     -   0.99982952  x   1.00007133  =   0.99990084
 OZ1004!UTM  11      -   0.99982952  x   0.99985508  =   0.99968463
 OZ1004
 OZ1004|---------------------------------------------------------------------|
 OZ1004| PID    Reference Object                     Distance      Geod. Az  |
 OZ1004|                                                           dddmmss.s |
 OZ1004| OZ1005 KING RM 1                             9.199 METERS 12033     |
 OZ1004| CD5842 KING RM 3 AZIMUTH                                  2012442.1 |
 OZ1004| CD5843 KING RM 2                            16.152 METERS 24741     |
 OZ1004|---------------------------------------------------------------------|
 OZ1004
 OZ1004                          SUPERSEDED SURVEY CONTROL
 OZ1004
 OZ1004  NAD 83(1986)-  43 02 30.69778(N)    115 13 55.86454(W) AD(       ) 1
 OZ1004  NAD 27      -  43 02 31.06100(N)    115 13 52.61000(W) AD(       ) 1
 OZ1004
 OZ1004.Superseded values are not recommended for survey control.
 OZ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1004.See file dsdata.txt to determine how the superseded data were derived.
 OZ1004
 OZ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4399566980(NAD 83)
 OZ1004_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OZ1004_SETTING: 66 = SET IN ROCK OUTCROP
 OZ1004
 OZ1004  HISTORY     - Date     Condition        Report By
 OZ1004  HISTORY     - 1935     MONUMENTED       CGS
 OZ1004  HISTORY     - 1944     SEE DESCRIPTION  CGS
 OZ1004
 OZ1004                          STATION DESCRIPTION
 OZ1004
 OZ1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBL)
 OZ1004'ABOUT 3 MILES NORTH OF KING HILL, ON THE UPPER RIM OF THE SNAKE
 OZ1004'RIVER CANYON AND ON A VERY PROMINENT DETACHED SEGMENT OF THE RIM.
 OZ1004'
 OZ1004'TO REACH FROM KING HILL, GO WEST ON U.S. HIGHWAY 30 AND KEEP
 OZ1004'STRAIGHT AHEAD WHERE THE HIGHWAY TURNS RIGHT AT THE EDGE OF
 OZ1004'TOWN.  FOLLOW THE GRAVEL ROAD FOR 0.7 MILE, TURN TO RIGHT AND GO
 OZ1004'1.3 MILES PASSING A LARGE RANCH HOUSE AND BUILDINGS ON THE RIGHT
 OZ1004'OF ROAD, TAKE RIGHT FORK, AND GO 0.1 MILE, TAKE ANOTHER RIGHT FORK
 OZ1004'AND GO 0.4 MILE TO THE AZIMUTH MARK LOCATED ON A RISE ABOVE
 OZ1004'THE RANCH AFOREMENTIONED AND SET ABOUT 10 FEET EAST OF THE
 OZ1004'ROAD.  CONTINUE 0.1 MILE, TURN RIGHT AND FOLLOW UP THE LEFT
 OZ1004'SIDE OF CANYON FOR 1.3 MILES TO AN OPEN SPACE TO THE RIGHT
 OZ1004'OF THE ROAD AND THE END OF TRUCK TRAVEL, CROSS CREEK AND
 OZ1004'CLIMB TO THE BREAK IN THE RIM ROCK.  STATION IS ON THE
 OZ1004'SOUTHEAST RIM.  ABOUT A 40-MINUTE PACK.
 OZ1004'
 OZ1004'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 OZ1004'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A RESPECTIVELY.
 OZ1004'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BOULDER, NOTE
 OZ1004'12C.
 OZ1004
 OZ1004                          STATION RECOVERY (1944)
 OZ1004
 OZ1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (ANS)
 OZ1004'STATION MARK WAS NOT RECOVERED.  BY MEASUREMENT FROM REFERENCE
 OZ1004'MARKS IT APPEARS THAT THE MARK HAD BEEN SET IN A BOULDER DETACHED
 OZ1004'FROM THE BEDROCK AND NOW LYING IN THE BOTTOM OF THE CANYON.
 OZ1004'
 OZ1004'REFERENCE MARKS 1, 2, AND 3 (AZIMUTH MARK) WERE FOUND AS DESCRIBED,
 OZ1004'IN GOOD CONDITION.
 OZ1004'
 OZ1004'TO REACH, SEE DESCRIPTION OF KING 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0940 ***********************************************************************
 OY0940  DESIGNATION -  KING
 OY0940  PID         -  OY0940
 OY0940  STATE/COUNTY-  ID/BUTTE
 OY0940  USGS QUAD   -  RAMSHORN CANYON (1969)
 OY0940
 OY0940                         *CURRENT SURVEY CONTROL
 OY0940  ___________________________________________________________________
 OY0940* NAD 83(1992)-  43 45 14.69496(N)    113 18 44.83916(W)     ADJUSTED  
 OY0940* NAVD 88     -      1778.7    (meters)    5836.     (feet)  VERTCON   
 OY0940  ___________________________________________________________________
 OY0940  LAPLACE CORR-          11.45  (seconds)                    DEFLEC99
 OY0940  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 OY0940
 OY0940  HORZ ORDER  -  SECOND
 OY0940
 OY0940.The horizontal coordinates were established by classical geodetic methods
 OY0940.and adjusted by the National Geodetic Survey in July 1992..
 OY0940
 OY0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0940
 OY0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0940
 OY0940.The geoid height was determined by GEOID03.
 OY0940
 OY0940;                    North         East     Units Scale Factor Converg.
 OY0940;SPC ID C     -   232,102.472   555,369.748   MT  0.99998506   +0 28 31.8
 OY0940;UTM  12      - 4,847,158.657   313,834.620   MT  1.00002630   -1 35 58.8
 OY0940
 OY0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0940!SPC ID C     -   0.99972299  x   0.99998506  =   0.99970805
 OY0940!UTM  12      -   0.99972299  x   1.00002630  =   0.99974928
 OY0940
 OY0940|---------------------------------------------------------------------|
 OY0940| PID    Reference Object                     Distance      Geod. Az  |
 OY0940|                                                           dddmmss.s |
 OY0940| CN4677 KING RM 1                             6.768 METERS 18407     |
 OY0940| CN4678 KING RM 2                             7.995 METERS 26949     |
 OY0940| OY0483 Q 36                                               2750230.1 |
 OY0940|---------------------------------------------------------------------|
 OY0940
 OY0940                          SUPERSEDED SURVEY CONTROL
 OY0940
 OY0940  NAD 83(1986)-  43 45 14.69190(N)    113 18 44.83083(W) AD(       ) 2
 OY0940  NAD 27      -  43 45 15.04851(N)    113 18 41.81046(W) AD(       ) 2
 OY0940  NGVD 29 (07/19/86) 1777.5    (m)         5832.     (f) VERT ANG       
 OY0940
 OY0940.Superseded values are not recommended for survey control.
 OY0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0940.See file dsdata.txt to determine how the superseded data were derived.
 OY0940
 OY0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP1383547159(NAD 83)
 OY0940_MARKER: DS = TRIANGULATION STATION DISK
 OY0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0940
 OY0940  HISTORY     - Date     Condition        Report By
 OY0940  HISTORY     - 1965     MONUMENTED       CGS
 OY0940
 OY0940                          STATION DESCRIPTION
 OY0940
 OY0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JJL)
 OY0940'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF ARCO, 3-1/2 MILES
 OY0940'EAST-NORTHEAST OF MOORE AND ON THE NORTHEAST CORNER OF A GRASSY
 OY0940'FIELD OWNED BY THE U.S. GOVERNMENT.
 OY0940'
 OY0940'TO REACH THE STATION FROM THE POST OFFICE IN MOORE, GO
 OY0940'NORTH-NORTHWEST ON THE PAVED STREET FOR ABOUT 50 YARDS TO THE
 OY0940'JUNCTION WITH HIGHWAY 93 THEN GO NORTHWEST ON HIGHWAY 93 FOR ABOUT
 OY0940'100 YARDS TO A Y-FORK.  (TO REACH THE AZIMUTH MARK FROM THIS
 OY0940'POINT, GO NORTHWEST ON HIGHWAY 93 FOR 1.65 MILES TO THE AZIMUTH
 OY0940'MARK, BM Q 36, ON THE RIGHT, EAST, SIDE OF THE HIGHWAY.) KEEP
 OY0940'THE RIGHT FORK AND GO NORTH ON THE PAVED ROAD FOR 1.25 MILES TO A
 OY0940'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR
 OY0940'2.0 MILES TO A T-INTERSECTION, A WIRE GATE AND A TRACK ROAD
 OY0940'LEADING EAST.  PASS THROUGH THE GATE AND GO EAST ON THE
 OY0940'TRACK ROAD, ALONG THE SOUTH SIDE OF THE FENCE, FOR 0.75 MILE TO
 OY0940'THE STATION ON THE LEFT, NORTH, SIDE OF THE TRACK ROAD.
 OY0940'
 OY0940'THE STATION MARK IS A STANDARD DISK, STAMPED KING 1965, SET IN THE
 OY0940'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OY0940'SURFACE OF THE GROUND.  IT IS 16.2 FEET NORTH OF THE APPROXIMATE
 OY0940'CENTER OF THE TRACK ROAD, 9.5 FEET WEST OF THE METAL WITNESS
 OY0940'POST AND 3.2 FEET SOUTH OF THE FENCE.
 OY0940'
 OY0940'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KING NO 1 1965, SET
 OY0940'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 OY0940'INCH.  IT IS 27.0 FEET SOUTH-SOUTHEAST OF THE METAL WITNESS POST
 OY0940'AND 5.9 FEET SOUTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD.
 OY0940'
 OY0940'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KING NO 2 1965, SET
 OY0940'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 OY0940'INCHES.  IT IS 35.7 FEET WEST OF THE METAL WITNESS POST, 15.6 FEET
 OY0940'NORTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 3.3 FEET
 OY0940'SOUTH OF THE FENCE.
 OY0940'
 OY0940'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED Q 36 1934,
 OY0940'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OY0940'6 INCHES.  IT IS 37.6 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 OY0940'HIGHWAY 93, 9.1 FEET NORTHWEST OF A TELEPHONE POLE AND 6.7 FEET
 OY0940'NORTHEAST OF THE FENCE.
 OY0940'
 OY0940'STATION MARK--A STANDARD DISK STAMPED---KING 1965---, SET IN THE
 OY0940'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OY0940'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ1003 ***********************************************************************
 OZ1003  DESIGNATION -  KING 2
 OZ1003  PID         -  OZ1003
 OZ1003  STATE/COUNTY-  ID/ELMORE
 OZ1003  USGS QUAD   -  KING HILL (1986)
 OZ1003
 OZ1003                         *CURRENT SURVEY CONTROL
 OZ1003  ___________________________________________________________________
 OZ1003* NAD 83(1992)-  43 02 30.69862(N)    115 13 55.86621(W)     ADJUSTED  
 OZ1003* NAVD 88     -      1102.9    (meters)    3618.     (feet)  VERTCON   
 OZ1003  ___________________________________________________________________
 OZ1003  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 OZ1003  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 OZ1003
 OZ1003  HORZ ORDER  -  SECOND
 OZ1003
 OZ1003.The horizontal coordinates were established by classical geodetic methods
 OZ1003.and adjusted by the National Geodetic Survey in July 1992..
 OZ1003
 OZ1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ1003
 OZ1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ1003
 OZ1003.The geoid height was determined by GEOID03.
 OZ1003
 OZ1003;                    North         East     Units Scale Factor Converg.
 OZ1003;SPC ID W     -   152,876.740   842,191.684   MT  0.99995522   +0 21 12.4
 OZ1003;SPC ID C     -   153,485.670   399,599.413   MT  1.00007133   -0 50 27.9
 OZ1003;UTM  11      - 4,766,979.825   643,995.427   MT  0.99985508   +1 12 24.5
 OZ1003
 OZ1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ1003!SPC ID W     -   0.99982950  x   0.99995522  =   0.99978473
 OZ1003!SPC ID C     -   0.99982950  x   1.00007133  =   0.99990082
 OZ1003!UTM  11      -   0.99982950  x   0.99985508  =   0.99968461
 OZ1003
 OZ1003|---------------------------------------------------------------------|
 OZ1003| PID    Reference Object                     Distance      Geod. Az  |
 OZ1003|                                                           dddmmss.s |
 OZ1003| OZ1005 KING RM 1                             9.194 METERS 12030     |
 OZ1003| CD5842 KING RM 3 AZIMUTH                                  2012446.0 |
 OZ1003| CD5843 KING RM 2                            16.120 METERS 24743     |
 OZ1003|---------------------------------------------------------------------|
 OZ1003
 OZ1003                          SUPERSEDED SURVEY CONTROL
 OZ1003
 OZ1003  NAD 83(1986)-  43 02 30.69742(N)    115 13 55.86455(W) AD(       ) 2
 OZ1003  NAD 27      -  43 02 31.06100(N)    115 13 52.61100(W) AD(       ) 2
 OZ1003  NGVD 29 (07/19/86) 1102.1    (m)         3616.     (f) VERT ANG       
 OZ1003
 OZ1003.Superseded values are not recommended for survey control.
 OZ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ1003.See file dsdata.txt to determine how the superseded data were derived.
 OZ1003
 OZ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH4399566980(NAD 83)
 OZ1003_MARKER: Z = SEE DESCRIPTION
 OZ1003_SETTING: 0 = UNSPECIFIED SETTING
 OZ1003
 OZ1003  HISTORY     - Date     Condition        Report By
 OZ1003  HISTORY     - 1945     MONUMENTED       CGS
 OZ1003  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OZ1003
 OZ1003                          STATION DESCRIPTION
 OZ1003
 OZ1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (ANS)
 OZ1003'STATION WAS SITUATED AS NEARLY AS POSSIBLE AT THE ORIGINAL
 OZ1003'LOCATION OF STATION KING 1935, THE DISTANCES TO REFERENCE MARKS
 OZ1003'1 AND 2 MEASURING 0.006 METER AND 0.004 METER, RESPECTIVELY,
 OZ1003'LONGER THAN THOSE MEASURED IN 1935.
 OZ1003'
 OZ1003'STATION IS LOCATED ABOUT 7 MILES NNE OF GLENNS FERRY, 3-1/2
 OZ1003'MILES NNW OF KING HILL, ON THE SE EDGE OF A PROMINENT DETACHED
 OZ1003'SEGMENT OF THE PLATEAU ABOVE THE SNAKE RIVER CANYON.  THE SUMMIT
 OZ1003'OF THE STATION HILL IS FLAT, ABOUT 0.2 MILE IN LENGTH (E TO W),
 OZ1003'AND 0.1 MILE WIDE.  IT IS COMPLETELY SURROUNDED BY A RIM ABOUT
 OZ1003'30 FEET IN HEIGHT.  A SIMILAR THOUGH LESS CONSPICUOUS SUMMIT
 OZ1003'LIES ABOUT 1/2 MILE TO THE W.  IT IS 111 METERS W OF THE E
 OZ1003'POINT OF THE FIRST-MENTIONED SUMMIT, 4 METERS N OF A SMALL
 OZ1003'NICHE IN THE RIM, AND 2 METERS SW OF A CAIRN 5 FEET HIGH.
 OZ1003'
 OZ1003'STATION MARK IS A BRONZE STATION DISK SET IN A BURIED BOULDER
 OZ1003'ABOUT 12 INCHES IN DIAMETER.  IT IS STAMPED KING 2 1945 AND
 OZ1003'IS FLUSH WITH THE GROUND.
 OZ1003'
 OZ1003'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK 2
 OZ1003'FEET N FROM THE EDGE OF THE RIM.  IT IS STAMPED KING NO 1 1935
 OZ1003'AND IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 OZ1003'
 OZ1003'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 OZ1003'FLUSH WITH THE GROUND.  IT IS STAMPED KING NO 2 1935 AND IS AT
 OZ1003'ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS 6 INCHES
 OZ1003'W OF THE EDGE OF THE RIM AND ON THE W SIDE OF A NICHE IN THE
 OZ1003'RIM THAT IS SOMEWHAT LARGER THAN THE ONE THAT IS S OF STATION
 OZ1003'MARK.
 OZ1003'
 OZ1003'AZIMUTH MARK IS A BRONZE REFERENCE DISK SET IN A BURIED BOULDER
 OZ1003'ABOUT 30 INCHES LONG, 8 INCHES WIDE, AND PROJECTING ABOUT 6
 OZ1003'INCHES.  IT IS STAMPED KING AZI NO 3 1935.  IT IS ABOUT 3
 OZ1003'METERS E OF THE CENTER LINE OF TRACK ROAD, 4 METERS W OF A
 OZ1003'TELEPHONE LINE, 0.1 MILE S OF A FARMHOUSE AND THE INTERSECTION OF
 OZ1003'THE TRACK ROAD WITH MAIN ROAD.
 OZ1003'
 OZ1003'TO REACH STATION FROM KING HILL, GO W ON U.S. HIGHWAY 30 TO
 OZ1003'EDGE OF TOWN WHERE HIGHWAY BEARS LEFT AT SIGN GLENNS FERRY 6
 OZ1003'HAMMETT 16.  HERE CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR
 OZ1003'0.8 MILE.  TURN RIGHT AND CONTINUE 1.1 MILES TO RANCH BUILDINGS
 OZ1003'ON RIGHT SIDE OF THE ROAD.  CONTINUE 0.3 MILE TO CATTLE GUARD.
 OZ1003'(HERE RIGHT FORK LEADS 0.4 MILE TO AZIMUTH MARK AND CONTINUES
 OZ1003'0.1 MILE TO INTERSECT MAIN ROAD.) THENCE CONTINUE ON
 OZ1003'MAIN-TRAVELED ROAD UP THE LEFT SIDE OF THE CANYON FOR 2.3 MILES TO
 OZ1003'A GATE AT LEFT OF RANCH HOUSE.  (KEY TO OPEN THE GATE HANGS
 OZ1003'ON A NAIL ON THE INSIDE OF THE PICKET FENCE AND ABOUT 10 FEET
 OZ1003'FROM GATEPOST).  PASS THROUGH THE GATE AND CONTINUE UP GRADE 1.3
 OZ1003'MILES TO THE END OF TRUCK TRAVEL AT AN OPEN SPACE AND A BIG
 OZ1003'BEND IN THE CREEK.  PACK S ACROSS CREEK AND UP STEEP SLOPE TO THE
 OZ1003'BASE OF THE RIM.  THE RIM CAN BE ASCENDED ONLY AT A POINT
 OZ1003'ABOUT 150 YARDS E OF A LONE JUNIPER TREE NEAR THE W END OF
 OZ1003'THE RIM.  ABOUT A ONE-HOUR BACK PACK.
 OZ1003
 OZ1003                          STATION RECOVERY (1959)
 OZ1003
 OZ1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ1003'THE STATION AND ALL MARKS WERE RECOVERED AND IN GOOD CONDITION.
 OZ1003'THE DESCRIPTION MAY BE FOLLOWED, HOWEVER A BETTER ROUTE TO THE
 OZ1003'STATION FOLLOWS.
 OZ1003'
 OZ1003'TO REACH FROM THE PORT OF ENTRY AT KING HILL GO WESTERLY ON
 OZ1003'U.S. HIGHWAY 30 FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 OZ1003'NORTH ON GRAVEL ROAD AND GO 1.35 MILES TO A GATE AND CATTLE
 OZ1003'GUARD ON THE RIGHT.  (THIS IS TURNOFF TO THE AZIMUTH MARK.)
 OZ1003'TURN RIGHT, NORTH, THRU GATE, AND GO 0.2 MILE TO A FORK.  TAKE
 OZ1003'LEFT FORK, NORTHERLY, UP DRAW FOR 0.2 MILE TO A WIRE GATE.
 OZ1003'PASS THRU GATE AND CONTINUE NORTHWEST ON MAIN TRAVELED ROAD
 OZ1003'FOR 0.2 MILE TO A IRRIGATION DITCH.  CONTINUE STRAIGHT AHEAD
 OZ1003'0.1 MILE TO A FORK.  TAKE LEFT FORK, NORTHWEST, FOR 0.1 MILE
 OZ1003'TO A FORK.  TAKE RIGHT FORK, NORTHERLY, FOR 0.1 MILE TO A
 OZ1003'FORK.  TAKE RIGHT FORK, NORTH FOR 0.05 MILE TO A IRRIGATION
 OZ1003'DITCH.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A WIRE
 OZ1003'GATE.  PASS THRU GATE AND CONTINUE NORTH FOR 0.1 MILE TO A
 OZ1003'FORK.  TAKE LEFT FORK, WEST FOR 0.55 MILE TO A CANAL.  CROSS
 OZ1003'CANAL AND GO STRAIGHT AHEAD FOR 0.2 MILE TO THE CREST OF A
 OZ1003'SLIGHT RISE.  TURN RIGHT, NORTHERLY, CROSS COUNTRY, AND GO UP
 OZ1003'GRADE THRU GRASS AND ROCK COVERED TERRAIN FOR ABOUT 0.6 MILE
 OZ1003'TO END OF TRUCK TRAVEL ON THE SOUTH SLOPE OF RIDGE.  PACK NORTH
 OZ1003'TO THE TOP OF GRASS COVERED RIDGE, THENCE NORTHEAST TO THE
 OZ1003'EAST END OF A ROCK RIM (TO THE WEST OF STATION), THENCE
 OZ1003'EASTERLY ACROSS SADDLE TO LONE JUNIPER TREE NEAR THE WEST END
 OZ1003'OF RIM.  THE RIM CAN ONLY BE ASCENDED AT A POINT 150 YARDS
 OZ1003'EAST OF THE JUNIPER TREE.
 OZ1003'
 OZ1003'TO REACH THE AZIMUTH MARK FROM THE PORT OF ENTRY AT KING HILL
 OZ1003'GO WESTERLY ON U.S. HIGHWAY 30 FOR 0.8 MILE TO A SIDE ROAD
 OZ1003'RIGHT.  TURN RIGHT, NORTH, ON GRAVEL ROAD AND GO 1.35 MILES TO A
 OZ1003'GATE AND CATTLE GUARD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON
 OZ1003'MAIN TRAVELED ROAD 0.25 MILE TO A FORK JUST AFTER PASSING THRU
 OZ1003'FENCE LINE AND OLD CATTLE GUARD.  TAKE RIGHT FORK, NORTHWEST,
 OZ1003'FOR 0.45 MILE TO MARK ON THE RIGHT.  THE MARK IS A STANDARD
 OZ1003'REFERENCE DISK, STAMPED KING AZI NO 3 1935, SET IN A DRILL HOLE
 OZ1003'IN A BURIED BOULDER 30 INCHES LONG 8 INCHES WIDE AND
 OZ1003'PROJECTS 6 INCHES.  THE MARK IS 3 METERS EAST OF THE
 OZ1003'CENTERLINE OF THE ROAD AND 80 FEET SOUTHWEST OF A
 OZ1003'TELEPHONE POLE.
 OZ1003'
 OZ1003'4-WHEEL DRIVE STATION.  THE 1945 MEASUREMENTS TO REFERENCE MARKS
 OZ1003'ARE SLOPE MEASURES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0939 ***********************************************************************
 OY0939  DESIGNATION -  KING MTN
 OY0939  PID         -  OY0939
 OY0939  STATE/COUNTY-  ID/BUTTE
 OY0939  USGS QUAD   -  RAMSHORN CANYON (1969)
 OY0939
 OY0939                         *CURRENT SURVEY CONTROL
 OY0939  ___________________________________________________________________
 OY0939* NAD 83(1992)-  43 46 41.89716(N)    113 16 26.15076(W)     ADJUSTED  
 OY0939* NAVD 88     -      3235.9    (meters)   10616.     (feet)  VERTCON   
 OY0939  ___________________________________________________________________
 OY0939  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 OY0939  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 OY0939
 OY0939  HORZ ORDER  -  THIRD
 OY0939
 OY0939.The horizontal coordinates were established by classical geodetic methods
 OY0939.and adjusted by the National Geodetic Survey in July 1992..
 OY0939
 OY0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0939
 OY0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0939
 OY0939.The geoid height was determined by GEOID03.
 OY0939
 OY0939;                    North         East     Units Scale Factor Converg.
 OY0939;SPC ID C     -   234,820.153   558,448.646   MT  0.99998937   +0 30 08.5
 OY0939;UTM  12      - 4,849,763.125   317,010.029   MT  1.00001188   -1 34 25.3
 OY0939
 OY0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0939!SPC ID C     -   0.99949466  x   0.99998937  =   0.99948403
 OY0939!UTM  12      -   0.99949466  x   1.00001188  =   0.99950653
 OY0939
 OY0939|---------------------------------------------------------------------|
 OY0939| PID    Reference Object                     Distance      Geod. Az  |
 OY0939|                                                           dddmmss.s |
 OY0939| CN4679 KING MTN RM CROSS EAST                             09813     |
 OY0939| OY0931 ARCO                                APPROX.12.6 KM 1893329.8 |
 OY0939|---------------------------------------------------------------------|
 OY0939
 OY0939                          SUPERSEDED SURVEY CONTROL
 OY0939
 OY0939  NAD 83(1986)-  43 46 41.89350(N)    113 16 26.13920(W) AD(       ) 3
 OY0939  NAD 27      -  43 46 42.24893(N)    113 16 23.12202(W) AD(       ) 3
 OY0939  NGVD 29 (07/19/86) 3234.6    (m)        10612.     (f) VERT ANG       
 OY0939
 OY0939.Superseded values are not recommended for survey control.
 OY0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0939.See file dsdata.txt to determine how the superseded data were derived.
 OY0939
 OY0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP1701049763(NAD 83)
 OY0939_MARKER: DD = SURVEY DISK
 OY0939_SETTING: 66 = SET IN ROCK OUTCROP
 OY0939_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OY0939
 OY0939  HISTORY     - Date     Condition        Report By
 OY0939  HISTORY     - 1915     MONUMENTED       USGS
 OY0939  HISTORY     - 1969     GOOD             USGS
 OY0939  HISTORY     - 1969     GOOD             USGS
 OY0939
 OY0939                          STATION DESCRIPTION
 OY0939
 OY0939'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 OY0939'LOCATED 25 MI. SE. AND VISIBLE FROM MACKAY CITY, ABOUT 8 MI. DUE
 OY0939'N. OF ARCO CITY, ON THE NORTHERN OF TWO HIGH PEAKS ON KING MOUNTAIN
 OY0939'BETWEEN BIG LOST AND LITTLE LOST RIVERS.
 OY0939'
 OY0939'TO REACH FROM POST OFFICE IN MOORE, GO NW. ON PAVED STREET FOR
 OY0939'ABOUT 50 YDS. TO JUNCTION WITH HIGHWAY 93, PROCEED NW. ON HIGHWAY 93
 OY0939'FOR ABOUT 100 YDS. TO Y-FORK, TAKE RIGHT FORK FOR 1.3 MI. TO SIDE
 OY0939'RD. RIGHT, TURN RIGHT FOR 2.1 MI. TO T-INTERSECTION, PROCEED STRAIGHT
 OY0939'AHEAD (E.), CROSSING GATE, ON DIRT RD., FOR 3.0 MI. TO RD. FORKS,
 OY0939'TAKE LEFT FORK FOR 1.2 MI. TO RD. FORKS, WITH 4-WHEEL DRIVE, MAKE
 OY0939'SHARP TURN LEFT AND FOLLOW JEEP TRAIL FOR 1.0 MI. TO END OF RD. AT
 OY0939'TIMBER LINE AND END OF TRUCK TRAVEL.  PACK ESE. ALONG CANYON TO
 OY0939'SADDLE ON RIDGE, PROCEED N. ON RIDGE FOR ABOUT 2 MI. TO HIGH POINT
 OY0939'AT SHARP BEND OF RIDGE AND STATION.  PACK TIME 5 HOURS.
 OY0939'
 OY0939'STATION MARK--A USGS TABLET, NOT STAMPED, CENTERED UNDER A LARGE
 OY0939'ROCK CAIRN PROJECTING 4.0 FT. ABOVE TABLET.
 OY0939'
 OY0939'REFERENCE MARKS--(1) A CHISELED CROSS ON SOLID ROCK 52.4 FT. N.,
 OY0939'(2) A CHISELED CROSS ON SOLID ROCK 16.15 FT. E.
 OY0939
 OY0939                          STATION RECOVERY (1969)
 OY0939
 OY0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0939'SIGNAL WHITE FLAG OVER RED CROSS TARGET ON POLE CENTERED OVER STATION
 OY0939'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU1058 ***********************************************************************
 SU1058  DESIGNATION -  KINGS PASS LOOKOUT TOWER
 SU1058  PID         -  SU1058
 SU1058  STATE/COUNTY-  ID/SHOSHONE
 SU1058  USGS QUAD   -  PRICHARD (1996)
 SU1058
 SU1058                         *CURRENT SURVEY CONTROL
 SU1058  ___________________________________________________________________
 SU1058* NAD 83(1992)-  47 38 26.13821(N)    115 57 21.41950(W)     ADJUSTED  
 SU1058* NAVD 88     -                                                        
 SU1058  ___________________________________________________________________
 SU1058  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 SU1058  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 SU1058
 SU1058  HORZ ORDER  -  THIRD
 SU1058
 SU1058.The horizontal coordinates were established by classical geodetic methods
 SU1058.and adjusted by the National Geodetic Survey in July 1992..
 SU1058
 SU1058
 SU1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 SU1058
 SU1058.The geoid height was determined by GEOID03.
 SU1058
 SU1058;                    North         East     Units Scale Factor Converg.
 SU1058;SPC ID W     -   663,829.141   784,525.510   MT  0.99993627   -0 09 07.9
 SU1058;UTM  11      - 5,276,882.981   578,420.446   MT  0.99967557   +0 46 17.5
 SU1058
 SU1058                          SUPERSEDED SURVEY CONTROL
 SU1058
 SU1058  NAD 83(1986)-  47 38 26.13889(N)    115 57 21.40830(W) AD(       ) 4
 SU1058  NAD 27      -  47 38 26.41449(N)    115 57 17.80838(W) AD(       ) 3
 SU1058
 SU1058.Superseded values are not recommended for survey control.
 SU1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU1058.See file dsdata.txt to determine how the superseded data were derived.
 SU1058
 SU1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN7842076883(NAD 83)
 SU1058
 SU1058  HISTORY     - Date     Condition        Report By
 SU1058  HISTORY     - 1940     MONUMENTED       CGS
 SU1058
 SU1058                          STATION DESCRIPTION
 SU1058
 SU1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 SU1058'KINGS PASS FOREST SERVICE LOOKOUT TOWER IS IN THE COEUR D ALENE
 SU1058'NATIONAL FOREST, 1-1/2 MILES SE OF PRICHARD AND PRICHARD
 SU1058'RANGER STATION, 11 MILES N OF WALLACE AND 3/4 MILE E OF THE
 SU1058'COEUR D ALENE RIVER.  THE TOP OF THE TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1349 ***********************************************************************
 RA1349  DESIGNATION -  KINNEY
 RA1349  PID         -  RA1349
 RA1349  STATE/COUNTY-  ID/ADAMS
 RA1349  USGS QUAD   -  WHITE MONUMENT (1990)
 RA1349
 RA1349                         *CURRENT SURVEY CONTROL
 RA1349  ___________________________________________________________________
 RA1349* NAD 83(1992)-  45 09 59.07201(N)    116 39 49.32932(W)     ADJUSTED  
 RA1349* NAVD 88     -      2173.2    (meters)    7130.     (feet)  VERTCON   
 RA1349  ___________________________________________________________________
 RA1349  LAPLACE CORR-          15.08  (seconds)                    DEFLEC99
 RA1349  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 RA1349
 RA1349  HORZ ORDER  -  FIRST
 RA1349
 RA1349.The horizontal coordinates were established by classical geodetic methods
 RA1349.and adjusted by the National Geodetic Survey in July 1992..
 RA1349
 RA1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1349
 RA1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1349
 RA1349.The geoid height was determined by GEOID03.
 RA1349
 RA1349;                    North         East     Units Scale Factor Converg.
 RA1349;SPC ID W     -   389,204.687   728,171.086   MT  0.99999675   -0 38 52.8
 RA1349;SPC OR N     -   173,811.887 2,801,457.950   MT  0.99989458   +2 43 14.3
 RA1349;SPC OR N     -   570,248.97  9,191,135.01   iFT  0.99989458   +2 43 14.3
 RA1349;UTM  11      - 5,001,491.593   526,428.544   MT  0.99960859   +0 14 18.6
 RA1349
 RA1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1349!SPC ID W     -   0.99966179  x   0.99999675  =   0.99965854
 RA1349!SPC OR N     -   0.99966179  x   0.99989458  =   0.99955641
 RA1349!UTM  11      -   0.99966179  x   0.99960859  =   0.99927051
 RA1349
 RA1349|---------------------------------------------------------------------|
 RA1349| PID    Reference Object                     Distance      Geod. Az  |
 RA1349|                                                           dddmmss.s |
 RA1349| CH6883 KINNEY RM 3                           9.796 METERS 04215     |
 RA1349| CH6882 KINNEY RM 2                           7.568 METERS 13015     |
 RA1349| CH6880 KINNEY AZ MK                                       1353027.8 |
 RA1349| CH6881 KINNEY RM 1                           4.924 METERS 34344     |
 RA1349|---------------------------------------------------------------------|
 RA1349
 RA1349                          SUPERSEDED SURVEY CONTROL
 RA1349
 RA1349  NAD 83(1991)-  45 09 59.07235(N)    116 39 49.32911(W) AD(       ) 1
 RA1349  NAD 83(1986)-  45 09 59.07305(N)    116 39 49.32810(W) AD(       ) 1
 RA1349  NAD 27      -  45 09 59.50474(N)    116 39 45.81460(W) AD(       ) 1
 RA1349  NGVD 29 (07/19/86) 2172.0    (m)         7126.     (f) VERT ANG       
 RA1349
 RA1349.Superseded values are not recommended for survey control.
 RA1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1349.See file dsdata.txt to determine how the superseded data were derived.
 RA1349
 RA1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL2642901492(NAD 83)
 RA1349_MARKER: Z = SEE DESCRIPTION
 RA1349_SETTING: 0 = UNSPECIFIED SETTING
 RA1349
 RA1349  HISTORY     - Date     Condition        Report By
 RA1349  HISTORY     - 1945     MONUMENTED       CGS
 RA1349  HISTORY     - 1966     SEE DESCRIPTION  CGS
 RA1349
 RA1349                          STATION DESCRIPTION
 RA1349
 RA1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1349'THE STATION IS LOCATED ON THE W END OF AN E-W RIDGE, LOCALLY KNOWN
 RA1349'AS KINNEY POINT, ABOUT 5.5 MILES ENE OF CUPRUM, 12.4 FEET SW OF
 RA1349'THE SW CORNER OF A LOOKOUT HOUSE, AND 37.3 FEET SSE OF A 12-INCH
 RA1349'PINE TREE.
 RA1349'
 RA1349'THE STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 RA1349'BEDROCK AND IS STAMPED KINNEY 1945.
 RA1349'
 RA1349'REFERENCE MARK 1 IS NNW OF THE STATION IN A 3- BY 4-FOOT BOULDER
 RA1349'THAT PROJECTS 3 FEET.  IT IS 17 FEET SW OF THE NW CORNER OF A
 RA1349'LOOKOUT HOUSE AND 21.1 FEET SSE OF A 12-INCH PINE TREE.  IT IS A
 RA1349'BRONZE REFERENCE DISK SET IN A BOULDER, STAMPED KINNEY NO 1 1945,
 RA1349'AND IS 18 INCHES BELOW THE STATION.
 RA1349'
 RA1349'REFERENCE MARK 2 IS SE OF THE STATION AND 22.4 FEET ESE OF THE
 RA1349'SW CORNER OF A LOOKOUT HOUSE.  IT IS A BRONZE REFERENCE DISK SET
 RA1349'IN OUTCROPPING BEDROCK, STAMPED KINNEY NO 2 1945, AND AT ABOUT THE
 RA1349'SAME LEVEL AS THE STATION.
 RA1349'
 RA1349'THE AZIMUTH MARK IS SE OF THE STATION IN A 30- BY 48-INCH BOULDER
 RA1349'THAT PROJECTS 3 INCHES.  IT IS 97 FEET WSW OF THE CENTER LINE OF
 RA1349'ROAD, 60 FEET E OF A LIMESTONE OUTCROP, 45 FEET BELOW CREST OF
 RA1349'RIDGE, AND 25 FEET WNW OF ONE LARGE AND TWO SMALL PINE TREES.  IT
 RA1349'IS A BRONZE AZIMUTH DISK SET IN A BOULDER AND IS STAMPED KINNEY
 RA1349'1945.
 RA1349'
 RA1349'TO REACH THE STATION FROM THE DARLAND HOTEL IN CUPRUM, GO NE
 RA1349'0.8 MILE TO A Y AND SIGN READING LOCKWOOD SADDLE 5, HORSE
 RA1349'MTN. L.O. 6, HELLS CANYON VIEW.  TAKE LEFT FORK 4.8 MILES TO A
 RA1349'T-ROAD LEFT, CONTINUE STRAIGHT AHEAD 2.3 MILES TO A T-ROAD RIGHT
 RA1349'AND SIGN READING SOUTH PEACOCK MINE 1/2 MILE.  CONTINUE ALONG
 RA1349'MAIN ROAD 0.4 MILE TO A Y.  TAKE LEFT FORK 0.1 MILE AND THE
 RA1349'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ALONG THIS
 RA1349'ROAD 0.4 MILE AND THE STATION AS DESCRIBED.
 RA1349
 RA1349                          STATION RECOVERY (1966)
 RA1349
 RA1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA)
 RA1349'NOT FEASIBLE TO MEASURE BETWEEN REFERENCE MARKS.
 RA1349'
 RA1349'STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE
 RA1349'RECOVERED AND FOUND TO BE IN GOOD CONDITION, REFERENCE MARK 1
 RA1349'WAS NOT RECOVERED AND BELIEVED TO HAVE BEEN DESTROYED WHEN THE
 RA1349'LOOKOUT HOUSE WAS REMOVED FROM THE STATION SITE.  REFERENCE
 RA1349'MARK 3 WAS ESTABLISHED.
 RA1349'
 RA1349'A NEW DESCRIPTION FOLLOW--
 RA1349'
 RA1349'STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF CUPRUM ON THE WEST
 RA1349'END OF A RIDGE KNOWN AS KINNEY POINT.
 RA1349'
 RA1349'TO REACH FROM CUPRUM, GO NORTHEAST ON GRAVEL ROAD FOR 1.0 MILE
 RA1349'TO FORK AND SIGN SHEEP ROCK ROAD, TAKE THE LEFT FORK AND GO 4.8
 RA1349'MILES TO FORK AND SIGN LOCKWOOD SADDLE, KEEP THE RIGHT FORK AND
 RA1349'CONTINUE FOR 2.4 MILES TO FORK AND SIGN KINNEY POINT .5, TAKE THE
 RA1349'LEFT FORK AND GO 0.2 MILE TO FORK, KEEP LEFT AND CONTINUE FOR
 RA1349'0.2 MILE TO A CLEARING AND AZIMUTH MARK ON LEFT, CONTINUE FOR
 RA1349'0.4 MILE TO A CIRCLE DRIVE AND END OF TRUCK TRAVEL.  PACK
 RA1349'WESTERLY ALONG PATH FOR ABOUT 100 YARDS TO STATION
 RA1349'
 RA1349'STATION MARK, A STANDARD DISK STAMPED KINNEY 1945, IS SET IN A
 RA1349'DRILL HOLE IN OUTCROPPING ROCK WHICH IS ON THE WEST END OF A
 RA1349'EAST-WEST RIDGE AND ABOUT 10 FEET LOWER THAN THE HIGHEST POINT.
 RA1349'THE MARK IS 15 FEET WEST OF THE END OF PATH.
 RA1349'
 RA1349'REFERENCE MARK 2, A STANDARD DISK STAMPED KINNEY NO 2 1945, IS
 RA1349'SET IN A DRILL HOLE IN OUTCROPPING ROCK WHICH PROJECTS 2 FEET
 RA1349'AND ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK IS 22
 RA1349'FEET SOUTH OF THE END OF PATH.
 RA1349'
 RA1349'REFERENCE MARK 3, A STANDARD DISK STAMPED KINNEY 1945 NO 3 1966,
 RA1349'IS SET IN A DRILL HOLE IN OUTCROPPING ROCK WHICH IS FLUSH
 RA1349'AND ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION.  THE MARK
 RA1349'IS 8 FEET NORTH OF PATH.
 RA1349'
 RA1349'AZIMUTH MARK, A STANDARD DISK STAMPED KINNEY 1945, IS SET IN A
 RA1349'DRILL HOLE IN OUTCROPPING ROCK WHICH IS FLUSH.  THE MARK IS 87
 RA1349'FEET WEST OF ROAD AND 15 FEET NORTH OF A LARGE PINE TREE.
 RA1349'
 RA1349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RA1349'5-1/2 MILES NORTH OF CUPRUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1615 ***********************************************************************
 NU1615  DESIGNATION -  KINPORT
 NU1615  PID         -  NU1615
 NU1615  STATE/COUNTY-  ID/BANNOCK
 NU1615  USGS QUAD   -  MICHAUD CREEK (1974)
 NU1615
 NU1615                         *CURRENT SURVEY CONTROL
 NU1615  ___________________________________________________________________
 NU1615* NAD 83(1992)-  42 48 07.44510(N)    112 30 27.55422(W)     ADJUSTED  
 NU1615* NAVD 88     -      2189.2    (meters)    7182.     (feet)  VERTCON   
 NU1615  ___________________________________________________________________
 NU1615  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 NU1615  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 NU1615
 NU1615  HORZ ORDER  -  FIRST
 NU1615
 NU1615.The horizontal coordinates were established by classical geodetic methods
 NU1615.and adjusted by the National Geodetic Survey in July 1992..
 NU1615
 NU1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1615
 NU1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1615
 NU1615.The geoid height was determined by GEOID03.
 NU1615
 NU1615;                    North         East     Units Scale Factor Converg.
 NU1615;SPC ID E     -   126,167.694   172,107.941   MT  0.99995694   -0 13 54.1
 NU1615;UTM  12      - 4,739,937.392   376,718.785   MT  0.99978698   -1 01 28.3
 NU1615
 NU1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1615!SPC ID E     -   0.99965880  x   0.99995694  =   0.99961575
 NU1615!UTM  12      -   0.99965880  x   0.99978698  =   0.99944585
 NU1615
 NU1615|---------------------------------------------------------------------|
 NU1615| PID    Reference Object                     Distance      Geod. Az  |
 NU1615|                                                           dddmmss.s |
 NU1615| CM4999 KINPORT RM                            5.305 METERS 00825     |
 NU1615| NU1551 POCATELLO KRAFT CHEESE PLT TK       APPROX.10.0 KM 0112050.2 |
 NU1615| OY0851 BEACON 15                           APPROX.34.2 KM 0131814.0 |
 NU1615| NU1553 POCATELLO FAIR GRNDS N RAD TWR      APPROX.12.2 KM 0215738.7 |
 NU1615| NU1552 POCATELLO FAIR GRNDS S RAD TWR      APPROX.12.1 KM 0221522.5 |
 NU1615| OY0826 AIRWAY BCN 18 4 MI N OF FIRTH       APPROX.67.1 KM 0223828.5 |
 NU1615| NU1547 POCATELLO UNION PACIFIC STACK       APPROX. 8.8 KM 0283947.4 |
 NU1615| NU1559 ALAMEDA WHITE WATER TANK            APPROX.10.9 KM 0300044.4 |
 NU1615| NU1545 POCATELLO UNIV IDAHO CONC STK       APPROX. 8.8 KM 0413415.8 |
 NU1615| CM4998 KINPORT AZ MK                                      0503819.4 |
 NU1615| CM5000 KINPORT RM 2                          5.724 METERS 28527     |
 NU1615|---------------------------------------------------------------------|
 NU1615
 NU1615                          SUPERSEDED SURVEY CONTROL
 NU1615
 NU1615  NAD 83(1986)-  42 48 07.43866(N)    112 30 27.54120(W) AD(       ) 1
 NU1615  NAD 27      -  42 48 07.75200(N)    112 30 24.60900(W) AD(       ) 1
 NU1615  NGVD 29 (07/19/86) 2188.0    (m)         7178.     (f) VERT ANG       
 NU1615
 NU1615.Superseded values are not recommended for survey control.
 NU1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1615.See file dsdata.txt to determine how the superseded data were derived.
 NU1615
 NU1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN7671939937(NAD 83)
 NU1615_MARKER: DD = SURVEY DISK
 NU1615_SETTING: 80 = SET IN A BOULDER
 NU1615_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NU1615
 NU1615  HISTORY     - Date     Condition        Report By
 NU1615  HISTORY     - 1934     MONUMENTED       USGS
 NU1615  HISTORY     - 1936     GOOD             CGS
 NU1615  HISTORY     - 1950     GOOD             CGS
 NU1615  HISTORY     - 1970     GOOD             USGS
 NU1615
 NU1615                          STATION DESCRIPTION
 NU1615
 NU1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 NU1615'STATION IS LOCATED ON A HIGH BARE POINT AT THE W END OF
 NU1615'KINPORT MOUNTAIN.  5 MILES SW OF POCATELLO (AIR LINE DISTANCE)
 NU1615'IN THE NE 1/4 OF SECTION 20, T 7 S, R 34 E.
 NU1615'
 NU1615'STATION MARK AND U.S.G.S. REFERENCE TABLET RECOVERED IN GOOD
 NU1615'CONDITION.  DRILL HOLE IN ROCK (REFERENCE) NOT RECOVERED.
 NU1615'
 NU1615'ANOTHER REFERENCE MARK, NO. 2, AND AN AZIMUTH MARK WERE
 NU1615'ESTABLISHED.
 NU1615'
 NU1615'TO REACH FROM POCATELLO, GO W FROM THE POST OFFICE 0.4 MILE
 NU1615'TO LINCOLN STREET, THENCE TURN LEFT 0.15 MILE TO END OF
 NU1615'PAVEMENT.  GO STRAIGHT AHEAD FOR 0.9 MILE AND TAKE LEFT FORK,
 NU1615'GO 0.9 MILE AND TAKE ANOTHER LEFT FORK, GO 2.5 MILES ON
 NU1615'MAIN-TRAVELED ROAD TO CABIN ON RIGHT AND END OF TRUCK TRAVEL,
 NU1615'LAST MILE VERY ROUGH.  FROM CABIN GO S UP ALONG CREEK ABOUT
 NU1615'1/4 MILE, THEN CLIMB RIDGE TO RIGHT AND STRIKE CATTLE TRAIL
 NU1615'LEADING S TO HIGH SADDLE.  FROM SADDLE TURN LEFT ALONG RIDGE
 NU1615'AND GO SE ABOUT 1/2 MILE TO HIGHEST POINT AND STATION.  ABOUT
 NU1615'A 1-HOUR PACK.
 NU1615
 NU1615                          STATION RECOVERY (1950)
 NU1615
 NU1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WRH)
 NU1615'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY.  THE MARKS
 NU1615'WERE FOUND IN GOOD CONDITION AS DESCRIBED BUT THE DESCRIPTION
 NU1615'TO REACH THE STATION IS OBSOLETE AND A NEW ONE FOLLOWS.
 NU1615'
 NU1615'THE STATION IS LOCATED ON A HIGH BARE POINT AT THE WEST END
 NU1615'OF KINPORT MOUNTAIN, ABOUT 5 MILES AIRLINE SOUTHWEST OF
 NU1615'POCATELLO IN THE NE 1/4 OF SECTION 20, T 7 S, R 34 E.
 NU1615'
 NU1615'TO REACH THE STATION FROM POCATELLO GO WEST ON U.S. HIGHWAY
 NU1615'30N FOR 11.0 MILES TO MICHAUD.  TURN LEFT, SOUTH, ON GRAVELED
 NU1615'ROAD AND GO 1.6 MILES TO FORKS.  TAKE LEFT FORK AND CONTINUE
 NU1615'SOUTHERLY ON MAIN TRAVELED ROAD FOR 3.2 MILES TO A ROAD
 NU1615'LEADING LEFT, EAST, JUST BEFORE CROSSING A DIRT DITCH.  TURN
 NU1615'LEFT AND TAKE RIGHT FORK OF THREE AND GO 0.9 MILE TO FORKS.
 NU1615'CONTINUE STRAIGHT AHEAD SOUTHEASTERLY UP GRADE FOR 1.3 MILES
 NU1615'TO FORKS.  TAKE LEFT FORK AND GO 3.4 MILES TO A FORKS WHICH IS
 NU1615'0.3 MILE BEFORE REACHING A CULTIVATED FIELD.  TURN RIGHT
 NU1615'CROSSING A SMALL STREAM AND GO 0.4 MILE TO A VERY DIM FORK.
 NU1615'CONTINUE STRAIGHT AHEAD ON LEFT FORK AND GO 0.7 MILE TO A
 NU1615'FORKS.  TAKE RIGHT FORK AND GO 0.2 MILE.  THENCE TURN LEFT,
 NU1615'EAST, AND GO 0.1 MILE TO A WIRE GATE AT FENCE CORNER.  PASS
 NU1615'THROUGH GATE AND GO EAST UP RIDGE ALONG SOUTH SIDE OF
 NU1615'FENCELINE FOR 0.3 MILE TO A FENCE CORNER.  CONTINUE
 NU1615'EASTERLY ON A VERY DIM TRACK ROAD AND COW TRAIL UP GRADE
 NU1615'FOR 0.5 MILE TO THE TOP OF MAIN RIDGE AT A SMALL GROUP OF
 NU1615'PINE TREES.  TURN LEFT, NORTH, AND GO ALONG WEST EDGE OF
 NU1615'RIDGE FOLLOWING AN OLD COW TRAIL 0.5 MILE TO A POINT 0.15
 NU1615'MILE SOUTH OF AN EAST-WEST FENCE LINE.  TURN RIGHT, EAST, AND
 NU1615'FOLLOW A DIM TRACK ROAD AND COW TRAIL DOWN INTO A SMALL
 NU1615'CANYON 0.2 MILE TO SMALL POLE CORRAL.  TURN LEFT, NORTHWEST,
 NU1615'AND FOLLOW UP CANYON 0.25 MILE TO A NORTH-SOUTH FENCE LINE.
 NU1615'TURN RIGHT, NORTH, AND FOLLOW ALONG FENCE LINE 0.7 MILE TO THE
 NU1615'HIGHEST POINT AND STATION.
 NU1615'
 NU1615'NOTE--A JEEP DRIVE.
 NU1615
 NU1615                          STATION RECOVERY (1970)
 NU1615
 NU1615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NU1615'ALL MARKS IN GOOD CONDITION.
 NU1615'
 NU1615'REACHED BY HELICOPTER.
 NU1615'
 NU1615'STATION MARK--A STANDARD USGS TABLET STAMPED---KINPORT 1934---,
 NU1615'CEMENTED IN A BOULDER.
 NU1615'
 NU1615'NOTE--DISTANCE TO REFERENCE MARK NO. 2 DOES NOT AGREE WITH NGS
 NU1615'MEASUREMENTS.
 NU1615'
 NU1615'STATION MARK AND USGS REFERENCE TABLET RECOVERED IN GOOD CONDITION.
 NU1615'DRILL HOLE IN ROCK (REFERENCE) NOT RECOVERED.  ANOTHER REFERENCE
 NU1615'MARK, NO. 2, AND AN AZIMUTH MARK WERE ESTABLISHED (1936).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0939 ***********************************************************************
 OZ0939  DESIGNATION -  KINZIE
 OZ0939  PID         -  OZ0939
 OZ0939  STATE/COUNTY-  ID/LINCOLN
 OZ0939  USGS QUAD   -  KINZIE BUTTE (1979)
 OZ0939
 OZ0939                         *CURRENT SURVEY CONTROL
 OZ0939  ___________________________________________________________________
 OZ0939* NAD 83(1994)-  43 05 15.81507(N)    114 19 59.01122(W)     ADJUSTED  
 OZ0939* NAVD 88     -      1499.5    (meters)    4920.     (feet)  VERTCON   
 OZ0939  ___________________________________________________________________
 OZ0939  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 OZ0939  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 OZ0939
 OZ0939  HORZ ORDER  -  SECOND
 OZ0939
 OZ0939.The horizontal coordinates were established by classical geodetic methods
 OZ0939.and adjusted by the National Geodetic Survey in June 1998..
 OZ0939
 OZ0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0939
 OZ0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0939
 OZ0939.The geoid height was determined by GEOID03.
 OZ0939
 OZ0939;                    North         East     Units Scale Factor Converg.
 OZ0939;SPC ID C     -   157,897.730   472,882.159   MT  0.99995641   -0 13 39.1
 OZ0939;UTM  11      - 4,774,009.184   717,073.834   MT  1.00017971   +1 49 21.2
 OZ0939
 OZ0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0939!SPC ID C     -   0.99976710  x   0.99995641  =   0.99972352
 OZ0939!UTM  11      -   0.99976710  x   1.00017971  =   0.99994677
 OZ0939
 OZ0939:                Primary Azimuth Mark                     Grid Az
 OZ0939:SPC ID C     -  PICABO                                   034 15 17.8
 OZ0939:UTM  11      -  PICABO                                   032 12 17.5
 OZ0939
 OZ0939|---------------------------------------------------------------------|
 OZ0939| PID    Reference Object                     Distance      Geod. Az  |
 OZ0939|                                                           dddmmss.s |
 OZ0939| OZ0929 PICABO                              APPROX.25.9 KM 0340138.7 |
 OZ0939| CD5846 KINZIE RM 1                           7.997 METERS 07742     |
 OZ0939| CD5847 KINZIE RM 2                           6.878 METERS 19141     |
 OZ0939|---------------------------------------------------------------------|
 OZ0939
 OZ0939                          SUPERSEDED SURVEY CONTROL
 OZ0939
 OZ0939  NAD 83(1992)-  43 05 15.81507(N)    114 19 59.01122(W) AD(       ) 2
 OZ0939  NAD 83(1986)-  43 05 15.81309(N)    114 19 59.00783(W) AD(       ) 2
 OZ0939  NAD 27      -  43 05 16.15423(N)    114 19 55.85591(W) AD(       ) 2
 OZ0939  NGVD 29 (07/19/86) 1498.6    (m)         4917.     (f) VERT ANG       
 OZ0939
 OZ0939.Superseded values are not recommended for survey control.
 OZ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0939.See file dsdata.txt to determine how the superseded data were derived.
 OZ0939
 OZ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1707474009(NAD 83)
 OZ0939_MARKER: DD = SURVEY DISK
 OZ0939_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0939
 OZ0939  HISTORY     - Date     Condition        Report By
 OZ0939  HISTORY     - 1970     MONUMENTED       USGS
 OZ0939
 OZ0939                          STATION DESCRIPTION
 OZ0939
 OZ0939'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OZ0939'LOCATED ABOUT 11 MI (AIRLINE) N. OF SHOSHONE.  1.5 MI E. OF
 OZ0939'U.S. HIGHWAY 93.  2.4 MI SE. OF TRIANGULATION STATION CAVE.
 OZ0939'
 OZ0939'TO REACH FROM THE X-ING OF U.S. 93 AND THE RR. IN SHOSHONE, DRIVE
 OZ0939'N. ON U.S. 93 FOR 12.4 MI TO DIRT RD. RIGHT.  TURN RIGHT, E. FOR
 OZ0939'0.65 MI TO OLD HWY., THENCE 0.15 MI TO DIRT RD. RIGHT.  TURN RIGHT
 OZ0939'ON DIRT RD. AND GO 1.75 MI PASSING TO THE W. OF A STOCKPOND TO TOP
 OZ0939'OF RIDGE AND FENCE LINE AND END OF TRUCK TRAVEL.  PACK TO TOP OF
 OZ0939'BUTTE AND STATION ON HIGHEST PART OF SOUTH END.  ABOUT A 10
 OZ0939'MINUTE PACK.
 OZ0939'
 OZ0939'STATION MARK--A STANDARD USGS ALUMINUM TABLET STAMPED KINZIE 1970
 OZ0939'CEMENTED IN LARGE OUTCROP.
 OZ0939'
 OZ0939'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE TABLET STAMPED RM
 OZ0939'NO 1 1970 CEMENTED IN ROCK OUTCROP ABOUT 0.1 FT ABOVE STATION MARK.
 OZ0939'
 OZ0939'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE TABLET STAMPED RM
 OZ0939'NO 2 1970 CEMENTED IN ROCK OUTCROP ABOUT 1.3 FT BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0700 ***********************************************************************
 PZ0700  DESIGNATION -  KIRCH
 PZ0700  PID         -  PZ0700
 PZ0700  STATE/COUNTY-  ID/CLARK
 PZ0700  USGS QUAD   -  SCOTT BUTTE (1969)
 PZ0700
 PZ0700                         *CURRENT SURVEY CONTROL
 PZ0700  ___________________________________________________________________
 PZ0700* NAD 83(1992)-  44 05 44.96362(N)    112 51 56.08844(W)     ADJUSTED  
 PZ0700* NAVD 88     -      1773.4    (meters)    5818.     (feet)  VERTCON   
 PZ0700  ___________________________________________________________________
 PZ0700  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 PZ0700  GEOID HEIGHT-         -10.79  (meters)                     GEOID03
 PZ0700
 PZ0700  HORZ ORDER  -  SECOND
 PZ0700
 PZ0700.The horizontal coordinates were established by classical geodetic methods
 PZ0700.and adjusted by the National Geodetic Survey in July 1992..
 PZ0700
 PZ0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 PZ0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PZ0700
 PZ0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 PZ0700
 PZ0700.The geoid height was determined by GEOID03.
 PZ0700
 PZ0700;                    North         East     Units Scale Factor Converg.
 PZ0700;SPC ID E     -   270,079.387   144,036.011   MT  0.99998587   -0 29 10.9
 PZ0700;SPC ID C     -   270,467.655   590,836.350   MT  1.00004881   +0 47 22.0
 PZ0700;UTM  12      - 4,884,207.852   350,668.833   MT  0.99987427   -1 17 54.3
 PZ0700
 PZ0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PZ0700!SPC ID E     -   0.99972369  x   0.99998587  =   0.99970956
 PZ0700!SPC ID C     -   0.99972369  x   1.00004881  =   0.99977248
 PZ0700!UTM  12      -   0.99972369  x   0.99987427  =   0.99959799
 PZ0700
 PZ0700|---------------------------------------------------------------------|
 PZ0700| PID    Reference Object                     Distance      Geod. Az  |
 PZ0700|                                                           dddmmss.s |
 PZ0700| CN4686 KIRCH RM 1                           11.350 METERS 04713     |
 PZ0700| CN4687 KIRCH RM 2                           15.646 METERS 14350     |
 PZ0700| CN4685 J26                                                1452452.0 |
 PZ0700| PZ0748 DIAMOND PEAK                        APPROX.18.1 KM 2861831.4 |
 PZ0700|---------------------------------------------------------------------|
 PZ0700
 PZ0700                          SUPERSEDED SURVEY CONTROL
 PZ0700
 PZ0700  NAD 83(1986)-  44 05 44.95958(N)    112 51 56.08017(W) AD(       ) 2
 PZ0700  NAD 27      -  44 05 45.29600(N)    112 51 53.07900(W) AD(       ) 2
 PZ0700  NGVD 29 (07/19/86) 1772.2    (m)         5814.     (f) VERT ANG       
 PZ0700
 PZ0700.Superseded values are not recommended for survey control.
 PZ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0700.See file dsdata.txt to determine how the superseded data were derived.
 PZ0700
 PZ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP5066984208(NAD 83)
 PZ0700_MARKER: DS = TRIANGULATION STATION DISK
 PZ0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0700_STAMPING: KIRCH 1950
 PZ0700_MARK LOGO: CGS   
 PZ0700_MAGNETIC: N = NO MAGNETIC MATERIAL
 PZ0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0700+STABILITY: SURFACE MOTION
 PZ0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PZ0700+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1992
 PZ0700
 PZ0700  HISTORY     - Date     Condition        Report By
 PZ0700  HISTORY     - 1950     MONUMENTED       CGS
 PZ0700  HISTORY     - 1969     GOOD             USGS
 PZ0700  HISTORY     - 19920422 GOOD             IDDT
 PZ0700
 PZ0700                          STATION DESCRIPTION
 PZ0700
 PZ0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (WRH)
 PZ0700'STATION IS LOCATED, AIRLINE, ABOUT 47 MILES SOUTHEAST OF LEADORE,
 PZ0700'28 MILES NORTHWEST OF TERRETON, ALONG STATE HIGHWAY 28 WHICH
 PZ0700'RUNS THROUGH THE LEMHI VALLEY.  IT IS AT A SIDE ROAD AND
 PZ0700'A SIGN SPRING CANYON.
 PZ0700'
 PZ0700'STATION MARK, STAMPED KIRCH 1950, IS A STANDARD BRONZE DISK
 PZ0700'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 PZ0700'3 INCHES ABOVE THE GROUND.  IT IS 52 FEET EAST OF THE CENTERLINE
 PZ0700'OF THE HIGHWAY, 48 FEET SOUTH OF SIGN SPRING CANYON, AND
 PZ0700'5.7 FEET NORTH OF A WITNESS POST.
 PZ0700'
 PZ0700'REFERENCE MARK NUMBER 1, STAMPED KIRCH NO 1 1950, IS A STANDARD
 PZ0700'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 PZ0700'POST THAT PROJECTS 4 INCHES ABOVE THE GROUND AND IS THE
 PZ0700'SAME ELEVATION AS THE STATION MARK.  IT IS 15 FEET SOUTH
 PZ0700'OF A TRACK ROAD.
 PZ0700'
 PZ0700'REFERENCE MARK NUMBER 2, STAMPED KIRCH NO 2 1950, IS A STANDARD
 PZ0700'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 PZ0700'THAT PROJECTS 4 INCHES ABOVE THE GROUND AND IS THE SAME
 PZ0700'ELEVATION AS THE STATION MARK.  IT IS 52 FEET EAST OF THE
 PZ0700'CENTERLINE OF THE HIGHWAY.
 PZ0700'
 PZ0700'USGS BM J26 WILL SERVE AS THE AZIMUTH MARK.  IT IS A STANDARD
 PZ0700'USGS TRIANGULATION BENCH MARK SET IN THE TOP OF A 10 INCH
 PZ0700'SQUARE CONCRETE POST THAT PROJECTS 10 INCHES ABOVE THE GROUND.
 PZ0700'IT IS STAMPED J26 1929.  TO REACH FROM THE STATION, GO SOUTHEAST
 PZ0700'ON STATE HIGHWAY 28 FOR 0.45 MILE TO THE BENCH MARK ON THE
 PZ0700'RIGHT.  IT IS 80 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 PZ0700'
 PZ0700'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 PZ0700'IN TERRETON, GO WEST AND THEN NORTHWEST ON STATE HIGHWAY
 PZ0700'28 FOR 32.0 MILES TO THE SIGN SPRING CANYON AND THE STATION.
 PZ0700
 PZ0700                          STATION RECOVERY (1969)
 PZ0700
 PZ0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PZ0700'THE STATION MARK PROJECTS 0.4 FT. ABOVE GROUND.
 PZ0700'
 PZ0700'STATION MARK--A STANDARD BRONZE DISK STAMPED---KIRCH 1950---,
 PZ0700'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 PZ0700'3 INCHES ABOVE THE GROUND.
 PZ0700
 PZ0700                          STATION RECOVERY (1992)
 PZ0700
 PZ0700'RECOVERY NOTE BY ID DEPT OF TRANSP 1992 (GDJ)
 PZ0700'STATION AND AZIMUTH MARK (BENCH MARK J 26) WERE RECOVERED AS
 PZ0700'DESCRIBED.  REFERENCE MARKS 1 AND 2 WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1252 ***********************************************************************
 RA1252  DESIGNATION -  KIRKWOOD CREEK
 RA1252  PID         -  RA1252
 RA1252  STATE/COUNTY-  ID/IDAHO
 RA1252  USGS QUAD   -  KIRKWOOD CREEK (1995)
 RA1252
 RA1252                         *CURRENT SURVEY CONTROL
 RA1252  ___________________________________________________________________
 RA1252* NAD 83(1992)-  45 33 27.11380(N)    116 26 09.93329(W)     ADJUSTED  
 RA1252* NAVD 88     -      1606.6    (meters)    5271.     (feet)  VERTCON   
 RA1252  ___________________________________________________________________
 RA1252  LAPLACE CORR-           7.12  (seconds)                    DEFLEC99
 RA1252  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RA1252
 RA1252  HORZ ORDER  -  SECOND
 RA1252
 RA1252.The horizontal coordinates were established by classical geodetic methods
 RA1252.and adjusted by the National Geodetic Survey in July 1992..
 RA1252
 RA1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1252
 RA1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1252
 RA1252.The geoid height was determined by GEOID03.
 RA1252
 RA1252;                    North         East     Units Scale Factor Converg.
 RA1252;SPC ID W     -   432,493.523   746,434.565   MT  0.99996860   -0 29 23.5
 RA1252;SPC OR N     -   218,096.052 2,817,143.562   MT  0.99991758   +2 52 55.4
 RA1252;SPC OR N     -   715,538.23  9,242,596.99   iFT  0.99991758   +2 52 55.4
 RA1252;UTM  11      - 5,045,042.763   544,011.379   MT  0.99962381   +0 24 09.4
 RA1252
 RA1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1252!SPC ID W     -   0.99975064  x   0.99996860  =   0.99971925
 RA1252!SPC OR N     -   0.99975064  x   0.99991758  =   0.99966824
 RA1252!UTM  11      -   0.99975064  x   0.99962381  =   0.99937455
 RA1252
 RA1252|---------------------------------------------------------------------|
 RA1252| PID    Reference Object                     Distance      Geod. Az  |
 RA1252|                                                           dddmmss.s |
 RA1252| CH6887 KIRKWOOD CREEK RM 1                   6.380 METERS 13858     |
 RA1252| CH6888 KIRKWOOD CREEK RM 2                   8.504 METERS 23149     |
 RA1252| RA1256 KIRKWOOD CREEK AZ MK                APPROX. 2.6 KM 3541053.6 |
 RA1252|---------------------------------------------------------------------|
 RA1252
 RA1252                          SUPERSEDED SURVEY CONTROL
 RA1252
 RA1252  NAD 83(1991)-  45 33 27.11370(N)    116 26 09.93320(W) AD(       ) 2
 RA1252  NAD 83(1986)-  45 33 27.11388(N)    116 26 09.93263(W) AD(       ) 2
 RA1252  NAD 27      -  45 33 27.52082(N)    116 26 06.43891(W) AD(       ) 2
 RA1252  NGVD 29 (07/19/86) 1605.4    (m)         5267.     (f) VERT ANG       
 RA1252
 RA1252.Superseded values are not recommended for survey control.
 RA1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1252.See file dsdata.txt to determine how the superseded data were derived.
 RA1252
 RA1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL4401145043(NAD 83)
 RA1252_MARKER: DS = TRIANGULATION STATION DISK
 RA1252_SETTING: 0 = UNSPECIFIED SETTING
 RA1252
 RA1252  HISTORY     - Date     Condition        Report By
 RA1252  HISTORY     - 1945     MONUMENTED       CGS
 RA1252
 RA1252                          STATION DESCRIPTION
 RA1252
 RA1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1252'THE STATION IS LOCATED ON ROCKY KNOLL BETWEEN KIRKWOOD CREEK AND THE
 RA1252'HEADWATERS OF KIRBY CREEK, ABOUT 6 MILES W OF LUCILE, 3 MILES SE OF
 RA1252'THE SNAKE RIVER, 0.3 MILE E OF THE BLUE JACKET MINE, 200 YARDS NNW
 RA1252'OF THE JAMES A. DAVIS RANCH BUILDINGS, AND 20 FEET SW OF A WIRE
 RA1252'FENCE.
 RA1252'
 RA1252'THE STATION IS MARKED BY A BRONZE DISK STAMPED KIRKWOOD CR 1945 AND
 RA1252'WELDED TO THE TOP OF A 3-INCH CAST-IRON PIPE.  IT PROJECTS 5 INCHES
 RA1252'ABOVE THE GROUND.
 RA1252'
 RA1252'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED KIRKWOOD CR NO 1
 RA1252'1945 AND SET IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS 25 FEET SW OF
 RA1252'A WIRE FENCE, 1 FOOT LOWER THAN THE STATION, AND PROJECTS 7 INCHES
 RA1252'ABOVE THE GROUND.
 RA1252'
 RA1252'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED KIRKWOOD CR NO 2
 RA1252'1945 AND SET IN A DRILL HOLE IN A ROCK OUTCROP.  IT IS 45 FEET SW OF
 RA1252'A WIRE FENCE, 2 FEET LOWER THAN THE STATION, AND PROJECTS 12 INCHES
 RA1252'ABOVE THE GROUND.
 RA1252'
 RA1252'KIRKWOOD CR. AZIMUTH IS AN OCCUPIED STATION AND IS DESCRIBED AS
 RA1252'SUCH.
 RA1252'
 RA1252'THE STATION IS REACHED FROM LUCILE BY GOING W ACROSS THE SALMON RIVER
 RA1252'BRIDGE.  FROM THE BRIDGE CONTINUE W ON THE MAIN TRAVELED ROAD FOR
 RA1252'7.4 MILES TO THE CREST OF THE RIDGE.  TAKE THE RIGHT FORK AS PER
 RA1252'SIGN KIRKWOOD CREEK AND GO 0.9 MILE TO A POLE CORRAL.  PASS TO
 RA1252'THE LEFT OF THE CORRAL AND GO W ON ROAD FOR 0.7 MILE TO A GATE AT
 RA1252'THE CREST OF THE RIDGE.  THE DAVIS RANCH BUILDINGS ARE IN THE DRAW
 RA1252'STRAIGHT AHEAD.  PASS THROUGH THE GATE AT THE CREST OF THE RIDGE
 RA1252'AND THEN BEAR SLIGHTLY RIGHT ALONG A COW TRAIL ON THE SLOPE OF THE
 RA1252'RIDGE TO A SLIGHT SADDLE, AND THEN BEAR LEFT ALONG THE TOP OF THE
 RA1252'RIDGE TO A WIRE FENCE, A DISTANCE OF 0.3 MILE FROM THE GATE.
 RA1252'THE STATION IS 20 FEET SW OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1256 ***********************************************************************
 RA1256  DESIGNATION -  KIRKWOOD CREEK AZ MK
 RA1256  PID         -  RA1256
 RA1256  STATE/COUNTY-  ID/IDAHO
 RA1256  USGS QUAD   -  KIRKWOOD CREEK (1995)
 RA1256
 RA1256                         *CURRENT SURVEY CONTROL
 RA1256  ___________________________________________________________________
 RA1256* NAD 83(1992)-  45 34 49.30529(N)    116 26 21.86042(W)     ADJUSTED  
 RA1256* NAVD 88     -      1308.5    (meters)    4293.     (feet)  VERTCON   
 RA1256  ___________________________________________________________________
 RA1256  LAPLACE CORR-           7.81  (seconds)                    DEFLEC99
 RA1256  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 RA1256
 RA1256  HORZ ORDER  -  SECOND
 RA1256
 RA1256.The horizontal coordinates were established by classical geodetic methods
 RA1256.and adjusted by the National Geodetic Survey in July 1992..
 RA1256
 RA1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1256
 RA1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1256
 RA1256.The geoid height was determined by GEOID03.
 RA1256
 RA1256;                    North         East     Units Scale Factor Converg.
 RA1256;SPC ID W     -   435,033.068   746,197.704   MT  0.99996891   -0 29 32.7
 RA1256;SPC OR N     -   220,617.142 2,816,757.757   MT  0.99992037   +2 52 47.0
 RA1256;SPC OR N     -   723,809.52  9,241,331.22   iFT  0.99992037   +2 52 47.0
 RA1256;UTM  11      - 5,047,577.434   543,735.080   MT  0.99962352   +0 24 01.4
 RA1256
 RA1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1256!SPC ID W     -   0.99979736  x   0.99996891  =   0.99976628
 RA1256!SPC OR N     -   0.99979736  x   0.99992037  =   0.99971775
 RA1256!UTM  11      -   0.99979736  x   0.99962352  =   0.99942096
 RA1256
 RA1256:                Primary Azimuth Mark                     Grid Az
 RA1256:SPC ID W     -  TRIANGLE MTN                             298 42 53.5
 RA1256:SPC OR N     -  TRIANGLE MTN                             295 20 33.8
 RA1256:UTM  11      -  TRIANGLE MTN                             297 49 19.4
 RA1256
 RA1256|---------------------------------------------------------------------|
 RA1256| PID    Reference Object                     Distance      Geod. Az  |
 RA1256|                                                           dddmmss.s |
 RA1256| RA1258 TRIANGLE MTN                        APPROX. 1.3 KM 2981320.8 |
 RA1256|---------------------------------------------------------------------|
 RA1256
 RA1256                          SUPERSEDED SURVEY CONTROL
 RA1256
 RA1256  NAD 83(1991)-  45 34 49.30518(N)    116 26 21.86018(W) AD(       ) 2
 RA1256  NAD 83(1986)-  45 34 49.30536(N)    116 26 21.85962(W) AD(       ) 2
 RA1256  NAD 27      -  45 34 49.71307(N)    116 26 18.36242(W) AD(       ) 2
 RA1256  NGVD 29 (07/19/86) 1307.4    (m)         4289.     (f) VERT ANG       
 RA1256
 RA1256.Superseded values are not recommended for survey control.
 RA1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1256.See file dsdata.txt to determine how the superseded data were derived.
 RA1256
 RA1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL4373547577(NAD 83)
 RA1256_MARKER: DR = REFERENCE MARK DISK
 RA1256_SETTING: 0 = UNSPECIFIED SETTING
 RA1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA1256
 RA1256  HISTORY     - Date     Condition        Report By
 RA1256  HISTORY     - 1945     MONUMENTED       CGS
 RA1256
 RA1256                          STATION DESCRIPTION
 RA1256
 RA1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1256'THE STATION IS ON THE CREST OF A SHOULDER, ABOUT 6.5 MILES WNW OF
 RA1256'LUCILE, 2.2 MILES SE OF THE SNAKE RIVER, BETWEEN CORRAL CREEK TO THE
 RA1256'N AND KIRBY CREEK HEADWATERS TO THE S, 1.1 MILES ESE OF TRIANGLE
 RA1256'MOUNTAIN, AND ABOUT 0.8 MILE NE OF THE CLYDE DAVIS RANCH
 RA1256'BUILDINGS.  IT IS 150 YARDS N OF A POLE GATE, 110 FEET E OF THE
 RA1256'ROAD, AND 18 FEET W OF AN OLD ROCK CAIRN.
 RA1256'
 RA1256'THE STATION IS MARKED BY A BRONZE REFERENCE DISK STAMPED KIRKWOOD CR
 RA1256'AZI 1945 AND SET IN THE TOP OF A 3-INCH CAST-IRON PIPE THAT PROJECTS
 RA1256'5 INCHES ABOVE THE GROUND.
 RA1256'
 RA1256'THERE ARE NO REFERENCE MARKS.
 RA1256'
 RA1256'THE STATION IS REACHED FROM LUCILE BY GOING W ACROSS THE SALMON
 RA1256'RIVER BRIDGE.  FROM THE BRIDGE CONTINUE W ON THE MAIN TRAVELED ROAD
 RA1256'FOR 7.4 MILES TO THE CREST OF THE RIDGE.  TAKE THE RIGHT FORK AS
 RA1256'PER SIGN KIRKWOOD CREEK AND GO 0.9 MILE TO A POLE CORRAL.  PASS
 RA1256'THROUGH THE GATE ON THE RIGHT SIDE OF THE CORRAL AND CONTINUE
 RA1256'ALONG THE RIDGE AND DOWN GRADE AS PER SIGN KIRBY CREEK, CIRCLE C
 RA1256'RANCH FOR 1.3 MILES TO THE SECOND OF TWO GATES.  PASS THROUGH GATE
 RA1256'AND CONTINUE FOR 0.8 MILE TO A GATE.  PASS THROUGH GATE AND
 RA1256'BEAR SLIGHTLY RIGHT OFF ROAD AND FOLLOW THE CREST OF THE SHOULDER
 RA1256'N FOR 150 YARDS TO A ROCK CAIRN AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0376 ***********************************************************************
 SV0376  DESIGNATION -  KK 285
 SV0376  PID         -  SV0376
 SV0376  STATE/COUNTY-  ID/KOOTENAI
 SV0376  USGS QUAD   -  RATHDRUM (1996)
 SV0376
 SV0376                         *CURRENT SURVEY CONTROL
 SV0376  ___________________________________________________________________
 SV0376* NAD 83(1986)-  47 46 35.     (N)    116 57 31.     (W)     SCALED    
 SV0376* NAVD 88     -       653.415  (meters)    2143.75   (feet)  ADJUSTED  
 SV0376  ___________________________________________________________________
 SV0376  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 SV0376  DYNAMIC HT  -         653.452 (meters)    2143.87  (feet)  COMP
 SV0376  MODELED GRAV-     980,647.8   (mgal)                       NAVD 88
 SV0376
 SV0376  VERT ORDER  -  FIRST     CLASS II
 SV0376
 SV0376.The horizontal coordinates were scaled from a topographic map and have
 SV0376.an estimated accuracy of +/- 6 seconds.
 SV0376
 SV0376.The orthometric height was determined by differential leveling
 SV0376.and adjusted by the National Geodetic Survey in June 1991..
 SV0376
 SV0376.The geoid height was determined by GEOID03.
 SV0376
 SV0376.The dynamic height is computed by dividing the NAVD 88
 SV0376.geopotential number by the normal gravity value computed on the
 SV0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0376.degrees latitude (g = 980.6199 gals.).
 SV0376
 SV0376.The modeled gravity was interpolated from observed gravity values.
 SV0376
 SV0376;                    North         East    Units  Estimated Accuracy
 SV0376;SPC ID W     -   679,610.      709,430.      MT  (+/- 180 meters Scaled)
 SV0376
 SV0376                          SUPERSEDED SURVEY CONTROL
 SV0376
 SV0376  NGVD 29 (??/??/92)  652.242  (m)         2139.90   (f) ADJ UNCH    1 2
 SV0376
 SV0376.Superseded values are not recommended for survey control.
 SV0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0376.See file dsdata.txt to determine how the superseded data were derived.
 SV0376
 SV0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN031914(NAD 83)
 SV0376_MARKER: DB = BENCH MARK DISK
 SV0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0376_STAMPING: KK 285 1944 P.O.T 254+91.1 40.00
 SV0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0376+STABILITY: SURFACE MOTION
 SV0376
 SV0376  HISTORY     - Date     Condition        Report By
 SV0376  HISTORY     - 1944     MONUMENTED       IDDT
 SV0376  HISTORY     - 1944     GOOD             NGS
 SV0376
 SV0376                          STATION DESCRIPTION
 SV0376
 SV0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0376'3.2 MI NE FROM HAUSER.
 SV0376'3.2 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0376'STATION AT HAUSER, ALONG STATE HIGHWAY NO. 53, SET ON THE NORTHWEST
 SV0376'SIDE OF THE HIGHWAY FROM THE TRACK, 40 FEET NORTHWEST OF CENTER-LINE
 SV0376'OF HIGHWAY, 4.4 FEET SOUTHEAST OF FENCE, 2 FEET SOUTHWEST OF REFERENCE
 SV0376'POST.  A IDAHO STATE HIGHWAY BRONZE RIGHT-OF-WAY DISK SET IN TOP OF A
 SV0376'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0338 ***********************************************************************
 RZ0338  DESIGNATION -  KK 362
 RZ0338  PID         -  RZ0338
 RZ0338  STATE/COUNTY-  ID/NEZ PERCE
 RZ0338  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ0338
 RZ0338                         *CURRENT SURVEY CONTROL
 RZ0338  ___________________________________________________________________
 RZ0338* NAD 83(1986)-  46 26 17.     (N)    116 54 03.     (W)     SCALED    
 RZ0338* NAVD 88     -       237.602  (meters)     779.53   (feet)  ADJUSTED  
 RZ0338  ___________________________________________________________________
 RZ0338  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 RZ0338  DYNAMIC HT  -         237.599 (meters)     779.52  (feet)  COMP
 RZ0338  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 RZ0338
 RZ0338  VERT ORDER  -  SECOND    CLASS 0
 RZ0338
 RZ0338.The horizontal coordinates were scaled from a topographic map and have
 RZ0338.an estimated accuracy of +/- 6 seconds.
 RZ0338
 RZ0338.The orthometric height was determined by differential leveling
 RZ0338.and adjusted by the National Geodetic Survey in June 1991..
 RZ0338
 RZ0338.The geoid height was determined by GEOID03.
 RZ0338
 RZ0338.The dynamic height is computed by dividing the NAVD 88
 RZ0338.geopotential number by the normal gravity value computed on the
 RZ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0338.degrees latitude (g = 980.6199 gals.).
 RZ0338
 RZ0338.The modeled gravity was interpolated from observed gravity values.
 RZ0338
 RZ0338;                    North         East    Units  Estimated Accuracy
 RZ0338;SPC ID W     -   530,770.      711,570.      MT  (+/- 180 meters Scaled)
 RZ0338
 RZ0338                          SUPERSEDED SURVEY CONTROL
 RZ0338
 RZ0338  NGVD 29 (??/??/92)  236.604  (m)          776.26   (f) ADJ UNCH    2 0
 RZ0338
 RZ0338.Superseded values are not recommended for survey control.
 RZ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0338.See file dsdata.txt to determine how the superseded data were derived.
 RZ0338
 RZ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM076427(NAD 83)
 RZ0338_MARKER: DD = SURVEY DISK
 RZ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0338_STAMPING: KK 362 1959
 RZ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0338+STABILITY: SURFACE MOTION
 RZ0338
 RZ0338  HISTORY     - Date     Condition        Report By
 RZ0338  HISTORY     - 1959     MONUMENTED       IDGS
 RZ0338  HISTORY     - 1959     GOOD             DOD
 RZ0338  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0338
 RZ0338                          STATION DESCRIPTION
 RZ0338
 RZ0338'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0338'6.8 MI E FROM LEWISTON.
 RZ0338'APPROXIMATELY 6.8 MILES EAST ALONG STATE HIGHWAY 95 FROM THE NEZ PERCE
 RZ0338'COUNT COURTHOUSE AT LEWISTON, ON THE RIGHT BANK OF THE CLEARWATER
 RZ0338'RIVER, ABOUT 115 FEET WEST OF A GATE IN A RIGHT-OF-WAY FENCE, 75 FEET
 RZ0338'SOUTH OF THE CENTERLINE OF HIGHWAY 95, 38 FEET WEST OF THE WEST
 RZ0338'REFERENCE MARK OF TRIANGULATION TIM, IN LINE WITH THE HIGHWAY
 RZ0338'RIGHT-OF-WAY FENCE.  A STATE OF IDAHO HIGHWAY BOUNDARY MARKER SET IN
 RZ0338'THE TOP OF A CONCRETE POST.
 RZ0338
 RZ0338                          STATION RECOVERY (1980)
 RZ0338
 RZ0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0338'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1257 ***********************************************************************
 RA1257  DESIGNATION -  KLOPTON
 RA1257  PID         -  RA1257
 RA1257  STATE/COUNTY-  ID/IDAHO
 RA1257  USGS QUAD   -  KIRKWOOD CREEK (1995)
 RA1257
 RA1257                         *CURRENT SURVEY CONTROL
 RA1257  ___________________________________________________________________
 RA1257* NAD 83(1992)-  45 37 13.18904(N)    116 27 50.41611(W)     ADJUSTED  
 RA1257* NAVD 88     -       386.1    (meters)    1267.     (feet)  VERTCON   
 RA1257  ___________________________________________________________________
 RA1257  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 RA1257  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 RA1257
 RA1257  HORZ ORDER  -  SECOND
 RA1257
 RA1257.The horizontal coordinates were established by classical geodetic methods
 RA1257.and adjusted by the National Geodetic Survey in July 1992..
 RA1257
 RA1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1257
 RA1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA1257
 RA1257.The geoid height was determined by GEOID03.
 RA1257
 RA1257;                    North         East     Units Scale Factor Converg.
 RA1257;SPC ID W     -   439,491.710   744,317.528   MT  0.99997144   -0 30 37.2
 RA1257;SPC OR N     -   224,957.257 2,814,618.658   MT  0.99992562   +2 51 44.2
 RA1257;SPC OR N     -   738,048.74  9,234,313.18   iFT  0.99992562   +2 51 44.2
 RA1257;UTM  11      - 5,052,004.687   541,786.312   MT  0.99962147   +0 22 59.1
 RA1257
 RA1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1257!SPC ID W     -   0.99994197  x   0.99997144  =   0.99991341
 RA1257!SPC OR N     -   0.99994197  x   0.99992562  =   0.99986760
 RA1257!UTM  11      -   0.99994197  x   0.99962147  =   0.99956346
 RA1257
 RA1257|---------------------------------------------------------------------|
 RA1257| PID    Reference Object                     Distance      Geod. Az  |
 RA1257|                                                           dddmmss.s |
 RA1257| CH6890 KLOPTON RM 1                          9.667 METERS 01331     |
 RA1257| CH6891 KLOPTON RM 2                          7.240 METERS 06823     |
 RA1257| CH6889 KLOPTON AZ MK                                      3034618.2 |
 RA1257|---------------------------------------------------------------------|
 RA1257
 RA1257                          SUPERSEDED SURVEY CONTROL
 RA1257
 RA1257  NAD 83(1991)-  45 37 13.18876(N)    116 27 50.41542(W) AD(       ) 2
 RA1257  NAD 83(1986)-  45 37 13.18895(N)    116 27 50.41485(W) AD(       ) 2
 RA1257  NAD 27      -  45 37 13.60240(N)    116 27 46.91340(W) AD(       ) 2
 RA1257  NGVD 29 (07/19/86)  385.0    (m)         1263.     (f) VERT ANG       
 RA1257
 RA1257.Superseded values are not recommended for survey control.
 RA1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1257.See file dsdata.txt to determine how the superseded data were derived.
 RA1257
 RA1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL4178652005(NAD 83)
 RA1257_MARKER: DS = TRIANGULATION STATION DISK
 RA1257_SETTING: 66 = SET IN ROCK OUTCROP
 RA1257
 RA1257  HISTORY     - Date     Condition        Report By
 RA1257  HISTORY     - 1945     MONUMENTED       CGS
 RA1257
 RA1257                          STATION DESCRIPTION
 RA1257
 RA1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA1257'THE STATION IS LOCATED ON AN ACUTE ROCKY CLIFF, APPROXIMATELY 0.15
 RA1257'MILE E OF THE SNAKE RIVER, AND ABOUT 100 FEET ABOVE IT.  IT IS 1-1/4
 RA1257'MILES SSE OF THE CIRCLE C RANCH BUILDINGS, ON THE S SIDE OF KLOPTON
 RA1257'CREEK JUST ABOVE THE END OF THE GORGE, 44.6 FEET W OF A DIM TRAIL,
 RA1257'51 FEET E OF THE END OF A N-S FENCE LINE AND TELEPHONE LINE, AND
 RA1257'58.5 FEET E OF THE APPROXIMATE END OF THE CLIFF.
 RA1257'
 RA1257'STATION MARK IS A BRONZE STATION DISK IN OUTCROPPING BEDROCK STAMPED
 RA1257'KLOPTON 1945 AND PROJECTS 2-1/2 INCHES.
 RA1257'
 RA1257'REFERENCE MARK 1 IS 31.71 FEET N OF THE STATION AND AT THE SAME
 RA1257'ELEVATION.  IT IS A BRONZE REFERENCE DISK SET FLUSH IN A BOULDER 2
 RA1257'BY 5 FEET PROJECTING 18 INCHES TO THE N AND FLUSH TO THE S.  THE
 RA1257'DISK IS STAMPED KLOPTON NO 1 1945.
 RA1257'
 RA1257'REFERENCE MARK 2 IS 23.75 FEET E OF THE STATION AND AT THE SAME
 RA1257'ELEVATION.  IT IS A BRONZE REFERENCE DISK IN OUTCROPPING BEDROCK
 RA1257'STAMPED KLOPTON NO 2 1945 AND PROJECTS 4 INCHES.
 RA1257'
 RA1257'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE, AIRLINE, NW OF
 RA1257'THE STATION AND ABOUT 0.1 MILE E OF PITTSBURG LANDING.  IT IS
 RA1257'SITUATED 3 FEET SE OF A LONE CHINABERRY TREE, 20 FEET SE OF THE EDGE
 RA1257'OF THE S BANK OF KURRY CREEK, AND ABOUT 120 FEET NW OF THE
 RA1257'APPROXIMATE CENTER OF THE ROAD.  IT IS A BRONZE AZIMUTH DISK SET IN
 RA1257'A BOULDER AND STAMPED KLOPTON 1945.
 RA1257'
 RA1257'TO REACH THE STATION FROM LEWISTON, GO UP THE SNAKE RIVER BY BOAT FOR
 RA1257'ABOUT 80 MILES TO PITTSBURG LANDING.  FROM THE LANDING FOLLOW A
 RA1257'TRACK ROAD E FOR 0.2 MILE TO AN E-W FENCE LINE.  KEEP TO THE RIGHT
 RA1257'OF THE FENCE AND CONTINUE E FOR 0.15 MILE TO A GATE.  PASS THROUGH
 RA1257'THE GATE AND TURN SHARP RIGHT AND FOLLOW A FENCE LINE S FOR 0.1
 RA1257'MILE TO A GATE.  THIS IS THE END OF TRUCK TRAVEL.  FROM THIS
 RA1257'POINT PROCEED ON FOOT SW ACROSS KLOPTON CREEK TO THE HIGHEST POINT
 RA1257'OF THE FIRST CLIFF AND THE STATION AS DESCRIBED.
 RA1257'
 RA1257'NOTE--A TRUCK CAN BE DRIVEN FROM WHITE BIRD IN DRY WEATHER VIA THE
 RA1257'DOWNGRADE ROAD TO PITTSBURG LANDING.
 RA1257'
 RA1257'HEIGHT OF LIGHT ABOVE STATION MARK - 0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0712 ***********************************************************************
 QA0712  DESIGNATION -  KLUG
 QA0712  PID         -  QA0712
 QA0712  STATE/COUNTY-  ID/CUSTER
 QA0712  USGS QUAD   -  BAYHORSE (1963)
 QA0712
 QA0712                         *CURRENT SURVEY CONTROL
 QA0712  ___________________________________________________________________
 QA0712* NAD 83(1992)-  44 27 40.04379(N)    114 16 24.18799(W)     ADJUSTED  
 QA0712* NAVD 88     -      2539.7    (meters)    8332.     (feet)  VERTCON   
 QA0712  ___________________________________________________________________
 QA0712  LAPLACE CORR-          -9.29  (seconds)                    DEFLEC99
 QA0712  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 QA0712
 QA0712  HORZ ORDER  -  THIRD
 QA0712
 QA0712.The horizontal coordinates were established by classical geodetic methods
 QA0712.and adjusted by the National Geodetic Survey in July 1992..
 QA0712
 QA0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0712
 QA0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0712
 QA0712.The geoid height was determined by GEOID03.
 QA0712
 QA0712;                    North         East     Units Scale Factor Converg.
 QA0712;SPC ID C     -   310,467.372   478,244.467   MT  0.99995319   -0 11 29.4
 QA0712;UTM  11      - 4,926,707.205   716,905.357   MT  1.00017862   +1 54 37.9
 QA0712
 QA0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0712!SPC ID C     -   0.99960389  x   0.99995319  =   0.99955710
 QA0712!UTM  11      -   0.99960389  x   1.00017862  =   0.99978244
 QA0712
 QA0712:                Primary Azimuth Mark                     Grid Az
 QA0712:SPC ID C     -  CHALLIS RESET                            007 24 34.8
 QA0712:UTM  11      -  CHALLIS RESET                            005 18 27.5
 QA0712
 QA0712|---------------------------------------------------------------------|
 QA0712| PID    Reference Object                     Distance      Geod. Az  |
 QA0712|                                                           dddmmss.s |
 QA0712| QA0687 CHALLIS RESET                       APPROX. 6.2 KM 0071305.4 |
 QA0712| PZ0764 BIG RESET                           APPROX.58.1 KM 0883507.1 |
 QA0712| PZ0763 PAHSIMEROI RM 1                     APPROX.59.5 KM 0894433.8 |
 QA0712|---------------------------------------------------------------------|
 QA0712
 QA0712                          SUPERSEDED SURVEY CONTROL
 QA0712
 QA0712  NAD 83(1986)-  44 27 40.04261(N)    114 16 24.18198(W) AD(       ) 3
 QA0712  NAD 27      -  44 27 40.32484(N)    114 16 20.94770(W) AD(       ) 3
 QA0712  NGVD 29 (07/19/86) 2538.4    (m)         8328.     (f) VERT ANG       
 QA0712
 QA0712.Superseded values are not recommended for survey control.
 QA0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0712.See file dsdata.txt to determine how the superseded data were derived.
 QA0712
 QA0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK1690526707(NAD 83)
 QA0712_MARKER: X = CHISELED CROSS
 QA0712_SETTING: 80 = SET IN A BOULDER
 QA0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0712+STABILITY: SURFACE MOTION
 QA0712
 QA0712  HISTORY     - Date     Condition        Report By
 QA0712  HISTORY     - 1915     MONUMENTED       USGS
 QA0712
 QA0712                          STATION DESCRIPTION
 QA0712
 QA0712'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 QA0712'LOCATED ABOUT 5 MI SW. OF CHALLIS, 3 MI S. OF ALEXANDER KLUG
 QA0712'RANCH ON GORDON CREEK AT MOUTH OF JOHNS CREEK, 2 MI W. OF
 QA0712'CHALLIS.  ON HIGH TIMBERED HILL ON DIVIDE BETWEEN JOHNS GULCH AND
 QA0712'BIRCH CREEK.
 QA0712'
 QA0712'REACH FROM JOHNS CREEK.
 QA0712'
 QA0712'STATION MARK--CHISELED CROSS ON LARGE ROCK UNDER MONUMENT.
 QA0712'
 QA0712'RM 1--CHISELED CROSS ON SOLID ROCK E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0752 ***********************************************************************
 QA0752  DESIGNATION -  KNAPP
 QA0752  PID         -  QA0752
 QA0752  STATE/COUNTY-  ID/CUSTER
 QA0752  USGS QUAD   -  KNAPP LAKES (1964)
 QA0752
 QA0752                         *CURRENT SURVEY CONTROL
 QA0752  ___________________________________________________________________
 QA0752* NAD 83(1992)-  44 27 00.55352(N)    114 54 07.83414(W)     ADJUSTED  
 QA0752* NAVD 88     -      3053.2    (meters)   10017.     (feet)  VERTCON   
 QA0752  ___________________________________________________________________
 QA0752  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 QA0752  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 QA0752
 QA0752  HORZ ORDER  -  THIRD
 QA0752
 QA0752.The horizontal coordinates were established by classical geodetic methods
 QA0752.and adjusted by the National Geodetic Survey in July 1992..
 QA0752
 QA0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0752
 QA0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0752
 QA0752.The geoid height was determined by GEOID03.
 QA0752
 QA0752;                    North         East     Units Scale Factor Converg.
 QA0752;SPC ID C     -   309,608.050   428,192.940   MT  1.00001076   -0 37 54.5
 QA0752;UTM  11      - 4,924,012.768   666,915.077   MT  0.99994263   +1 28 09.9
 QA0752
 QA0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0752!SPC ID C     -   0.99952353  x   1.00001076  =   0.99953428
 QA0752!UTM  11      -   0.99952353  x   0.99994263  =   0.99946618
 QA0752
 QA0752|---------------------------------------------------------------------|
 QA0752| PID    Reference Object                     Distance      Geod. Az  |
 QA0752|                                                           dddmmss.s |
 QA0752| CD5848 KNAPP RM 1                            4.124 METERS 07442     |
 QA0752| CD5849 KNAPP RM CROSS                        7.730 METERS 19901     |
 QA0752| QA0750 KA 4                                APPROX.13.8 KM 2055358.0 |
 QA0752|---------------------------------------------------------------------|
 QA0752
 QA0752                          SUPERSEDED SURVEY CONTROL
 QA0752
 QA0752  NAD 83(1986)-  44 27 00.55205(N)    114 54 07.82817(W) AD(       ) 3
 QA0752  NAD 27      -  44 27 00.87683(N)    114 54 04.50451(W) AD(       ) 3
 QA0752  NGVD 29 (07/19/86) 3051.7    (m)        10012.     (f) VERT ANG       
 QA0752
 QA0752.Superseded values are not recommended for survey control.
 QA0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0752.See file dsdata.txt to determine how the superseded data were derived.
 QA0752
 QA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK6691524013(NAD 83)
 QA0752_MARKER: DD = SURVEY DISK
 QA0752_SETTING: 80 = SET IN A BOULDER
 QA0752_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QA0752
 QA0752  HISTORY     - Date     Condition        Report By
 QA0752  HISTORY     - 1961     MONUMENTED       USGS
 QA0752
 QA0752                          STATION DESCRIPTION
 QA0752
 QA0752'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 QA0752'LOCATED ABOUT 15.7 MI N. OF STANLEY, 7.4 MI SW. OF LOON CREEK
 QA0752'RANGER STATION.  ON HIGH POINT OF HIGH, JAGGED RIDGE BETWEEN LOON
 QA0752'CREEK AND TANGO CREEK.
 QA0752'
 QA0752'STATION REACHED BY HELICOPTER WHICH CAN LAND IN SADDLE N. OF
 QA0752'STATION.  ABOUT A 1/2-HOUR PACK.
 QA0752'
 QA0752'STATION MARK--STANDARD TABLET STAMPED---KNAPP 1961---, SET IN BOULDER
 QA0752'ABOUT 10 FT. N. OF HIGHEST POINT OF TOP AND AT POINT WHERE RIDGE COMES
 QA0752'IN FROM THE S.
 QA0752'
 QA0752'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO 1
 QA0752'1961---, SET IN ROCK OUTCROP, 13.53 FT. FROM STATION MARK,
 QA0752'N 74 DEG 42 MIN E.
 QA0752'
 QA0752'REFERENCE MARK NO. 2--CHISELED CROSS IN LIGHT COLORED OUTCROP, 25.36
 QA0752'FT. FROM STATION MARK, S 19 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0979 ***********************************************************************
 OY0979  DESIGNATION -  KNOB
 OY0979  PID         -  OY0979
 OY0979  STATE/COUNTY-  ID/CUSTER
 OY0979  USGS QUAD   -  SHELLY MOUNTAIN (1991)
 OY0979
 OY0979                         *CURRENT SURVEY CONTROL
 OY0979  ___________________________________________________________________
 OY0979* NAD 83(1992)-  43 46 46.58803(N)    113 38 29.95063(W)     ADJUSTED  
 OY0979* NAVD 88     -      2851.5    (meters)    9355.     (feet)  VERTCON   
 OY0979  ___________________________________________________________________
 OY0979  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 OY0979  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 OY0979
 OY0979  HORZ ORDER  -  THIRD
 OY0979
 OY0979.The horizontal coordinates were established by classical geodetic methods
 OY0979.and adjusted by the National Geodetic Survey in July 1992..
 OY0979
 OY0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 OY0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OY0979
 OY0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 OY0979
 OY0979.The geoid height was determined by GEOID03.
 OY0979
 OY0979;                    North         East     Units Scale Factor Converg.
 OY0979;SPC ID C     -   234,771.101   528,846.321   MT  0.99995760   +0 14 52.6
 OY0979;UTM  12      - 4,850,786.667   287,422.094   MT  1.00015585   -1 49 42.3
 OY0979
 OY0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OY0979!SPC ID C     -   0.99955489  x   0.99995760  =   0.99951251
 OY0979!UTM  12      -   0.99955489  x   1.00015585  =   0.99971067
 OY0979
 OY0979|---------------------------------------------------------------------|
 OY0979| PID    Reference Object                     Distance      Geod. Az  |
 OY0979|                                                           dddmmss.s |
 OY0979| CN4693 KNOB RM 3 CROSS                       4.301 METERS 09643     |
 OY0979| CN4692 KNOB RM 2 NAIL                        2.423 METERS 11326     |
 OY0979| OY0978 SHELLY RESET                        APPROX. 8.6 KM 3072544.5 |
 OY0979| CN4691 KNOB RM 1                             7.096 METERS 35834     |
 OY0979|---------------------------------------------------------------------|
 OY0979
 OY0979                          SUPERSEDED SURVEY CONTROL
 OY0979
 OY0979  NAD 83(1986)-  43 46 46.58495(N)    113 38 29.94315(W) AD(       ) 3
 OY0979  NAD 27      -  43 46 46.93128(N)    113 38 26.85428(W) AD(       ) 3
 OY0979  NGVD 29 (07/19/86) 2850.2    (m)         9351.     (f) VERT ANG       
 OY0979
 OY0979.Superseded values are not recommended for survey control.
 OY0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0979.See file dsdata.txt to determine how the superseded data were derived.
 OY0979
 OY0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP8742250787(NAD 83)
 OY0979_MARKER: DD = SURVEY DISK
 OY0979_SETTING: 66 = SET IN ROCK OUTCROP
 OY0979_SP_SET: PARTIALLY EXPOSED BEDROCK
 OY0979
 OY0979  HISTORY     - Date     Condition        Report By
 OY0979  HISTORY     - 1959     MONUMENTED       USGS
 OY0979
 OY0979                          STATION DESCRIPTION
 OY0979
 OY0979'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OY0979'LOCATED ABOUT 9.5 MI S. OF MACKAY, ABOUT 8.3 MI NNE. OF ANTELOPE
 OY0979'GUARD STATION.  ON SOUTH END OF N.-S. RIDGE, IN WHITE KNOB
 OY0979'MOUNTAIN RANGE.
 OY0979'
 OY0979'TO REACH FROM ANTELOPE GUARD STATION, GO 7.2 MI E. ON ANTELOPE
 OY0979'CREEK RD. TO T-RD. ABOUT 400 FT. N. OF BRIDGE OVER ANTELOPE
 OY0979'CREEK.  TURN LEFT FOLLOWING MAIN RD. W. AND N. UP CHERRY CREEK 5.7
 OY0979'MI TO FOREST BOUNDARY FENCE.  PASS THROUGH GATE AND CONTINUE ON
 OY0979'MAIN RD. 2.4 MI TO DIM RD. RIGHT AND SIGN RICHARDSON CANYON.
 OY0979'TAKE DIM RD. RIGHT 1.4 MI TO END OF TRUCK TRAVEL.  (JEEP CAN GO
 OY0979'FROM THIS POINT ACROSS CREEK AND ABOUT 1.0 MI S. INTO A SADDLE).
 OY0979'PACK E. TOWARD HIGHEST POINT ON SKYLINE.  ABOUT 1.5 MI AND
 OY0979'2 HR.-PACK TO TOP AND STATION.
 OY0979'
 OY0979'STATION MARK--STANDARD TABLET STAMPED---KNOB 1959---, CEMENTED IN
 OY0979'SOLID ROCK.
 OY0979'
 OY0979'RM 1--STANDARD TABLET STAMPED---NO 1 1959---, CEMENTED IN ROCK
 OY0979'OUTCROP.
 OY0979'
 OY0979'RM 2--COPPER NAIL AND WASHER CEMENTED IN ROCK .
 OY0979'
 OY0979'RM 3--CHISELED CROSS IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0869 ***********************************************************************
 OZ0869  DESIGNATION -  KNOB
 OZ0869  PID         -  OZ0869
 OZ0869  STATE/COUNTY-  ID/ELMORE
 OZ0869  USGS QUAD   -  TEAPOT DOME (1986)
 OZ0869
 OZ0869                         *CURRENT SURVEY CONTROL
 OZ0869  ___________________________________________________________________
 OZ0869* NAD 83(1992)-  43 14 35.77908(N)    115 35 46.02310(W)     ADJUSTED  
 OZ0869* NAVD 88     -      1480.0    (meters)    4856.     (feet)  VERTCON   
 OZ0869  ___________________________________________________________________
 OZ0869  LAPLACE CORR-           9.34  (seconds)                    DEFLEC99
 OZ0869  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 OZ0869
 OZ0869  HORZ ORDER  -  THIRD
 OZ0869
 OZ0869.The horizontal coordinates were established by classical geodetic methods
 OZ0869.and adjusted by the National Geodetic Survey in July 1992..
 OZ0869
 OZ0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 OZ0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OZ0869
 OZ0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0869
 OZ0869.The geoid height was determined by GEOID03.
 OZ0869
 OZ0869;                    North         East     Units Scale Factor Converg.
 OZ0869;SPC ID W     -   175,132.501   812,497.277   MT  0.99993525   +0 06 19.5
 OZ0869;UTM  11      - 4,788,787.043   613,976.394   MT  0.99975980   +0 57 42.8
 OZ0869
 OZ0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0869!SPC ID W     -   0.99977039  x   0.99993525  =   0.99970566
 OZ0869!UTM  11      -   0.99977039  x   0.99975980  =   0.99953025
 OZ0869
 OZ0869:                Primary Azimuth Mark                     Grid Az
 OZ0869:SPC ID W     -  DON                                      058 25 02.6
 OZ0869:UTM  11      -  DON                                      057 33 39.3
 OZ0869
 OZ0869|---------------------------------------------------------------------|
 OZ0869| PID    Reference Object                     Distance      Geod. Az  |
 OZ0869|                                                           dddmmss.s |
 OZ0869| OZ0862 DON                                 APPROX. 8.1 KM 0583122.1 |
 OZ0869|---------------------------------------------------------------------|
 OZ0869
 OZ0869                          SUPERSEDED SURVEY CONTROL
 OZ0869
 OZ0869  NAD 83(1986)-  43 14 35.78018(N)    115 35 46.01783(W) AD(       ) 3
 OZ0869  NGVD 29 (01/23/89) 1479.1    (m)         4853.     (f) VERT ANG       
 OZ0869
 OZ0869.Superseded values are not recommended for survey control.
 OZ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0869.See file dsdata.txt to determine how the superseded data were derived.
 OZ0869
 OZ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1397688787(NAD 83)
 OZ0869_MARKER: DD = SURVEY DISK
 OZ0869_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0869_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OZ0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0869+STABILITY: POSITION/ELEVATION WELL
 OZ0869
 OZ0869  HISTORY     - Date     Condition        Report By
 OZ0869  HISTORY     - 1955     MONUMENTED       USGS
 OZ0869
 OZ0869                          STATION DESCRIPTION
 OZ0869
 OZ0869'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OZ0869'LOCATED ABOUT 9.0 MI. NW. OF MOUNTAIN HOME, 0.5 MI. W. OF STATE
 OZ0869'HIGHWAY 68 AND 0.4 MI. S. OF A GRAVELED RD., ON HIGHEST PART OF A
 OZ0869'FLAT TOPPED BRUSHY HILL OVERLOOKING THE VALLEY TO THE SW.
 OZ0869'
 OZ0869'TO REACH FROM JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 68 IN
 OZ0869'MOUNTAIN HOME, DRIVE NE. ALONG STATE HIGHWAY 68 FOR 13.0 MI. TO T-RD.
 OZ0869'W., TURN LEFT (W.) 0.1 MI. TO TOP OF RIDGE AND TRACK RD. S., TURN LEFT
 OZ0869'ALONG TRACK RD., THEN RIGHT (W.) ALONG RIDGE 0.2 MI., THEN LEFT (S.)
 OZ0869'0.1 MI. TO FOOT OF HILL AND END OF RD.  STATION IS ABOUT 500 FT. S.
 OZ0869'A 5-MINUTE PACK.
 OZ0869'
 OZ0869'STATION MARK--STANDARD BRONZE TABLET STAMPED---KNOB 1955---, CEMENTED
 OZ0869'IN DRILL HOLE IN ROCK OUTCROP SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY1168 ***********************************************************************
 PY1168  DESIGNATION -  KNOLL
 PY1168  PID         -  PY1168
 PY1168  STATE/COUNTY-  ID/FREMONT
 PY1168  USGS QUAD   -  ICEHOUSE CREEK (1965)
 PY1168
 PY1168                         *CURRENT SURVEY CONTROL
 PY1168  ___________________________________________________________________
 PY1168* NAD 83(1992)-  44 25 53.97327(N)    111 30 39.10268(W)     ADJUSTED  
 PY1168* NAVD 88     -      1988.8    (meters)    6525.     (feet)  VERTCON   
 PY1168  ___________________________________________________________________
 PY1168  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 PY1168  GEOID HEIGHT-          -9.47  (meters)                     GEOID03
 PY1168
 PY1168  HORZ ORDER  -  THIRD
 PY1168
 PY1168.The horizontal coordinates were established by classical geodetic methods
 PY1168.and adjusted by the National Geodetic Survey in July 1992..
 PY1168
 PY1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1168
 PY1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1168
 PY1168.The geoid height was determined by GEOID03.
 PY1168
 PY1168;                    North         East     Units Scale Factor Converg.
 PY1168;SPC ID E     -   307,366.314   252,214.033   MT  0.99998088   +0 27 32.8
 PY1168;UTM  12      - 4,919,944.999   459,340.209   MT  0.99962033   -0 21 27.5
 PY1168
 PY1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1168!SPC ID E     -   0.99968974  x   0.99998088  =   0.99967063
 PY1168!UTM  12      -   0.99968974  x   0.99962033  =   0.99931019
 PY1168
 PY1168:                Primary Azimuth Mark                     Grid Az
 PY1168:SPC ID E     -  T13N R41E SECS 34 35 SC                  243 24 31.4
 PY1168:UTM  12      -  T13N R41E SECS 34 35 SC                  244 13 31.7
 PY1168
 PY1168|---------------------------------------------------------------------|
 PY1168| PID    Reference Object                     Distance      Geod. Az  |
 PY1168|                                                           dddmmss.s |
 PY1168| PY1169 T13N R41E SECS 34 35 SC             APPROX. 7.7 KM 2435204.2 |
 PY1168|---------------------------------------------------------------------|
 PY1168
 PY1168                          SUPERSEDED SURVEY CONTROL
 PY1168
 PY1168  NAD 83(1986)-  44 25 53.98667(N)    111 30 39.08662(W) AD(       ) 3
 PY1168  NAD 27      -  44 25 54.27572(N)    111 30 36.23550(W) AD(       ) 3
 PY1168  NGVD 29 (07/19/86) 1987.6    (m)         6521.     (f) VERT ANG       
 PY1168
 PY1168.Superseded values are not recommended for survey control.
 PY1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1168.See file dsdata.txt to determine how the superseded data were derived.
 PY1168
 PY1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ5934019945(NAD 83)
 PY1168_MARKER: DD = SURVEY DISK
 PY1168_SETTING: 66 = SET IN ROCK OUTCROP
 PY1168_SP_SET: SET IN ROCK OUTCROP
 PY1168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1168+STABILITY: POSITION/ELEVATION WELL
 PY1168
 PY1168  HISTORY     - Date     Condition        Report By
 PY1168  HISTORY     - 1949     MONUMENTED       USGS
 PY1168
 PY1168                          STATION DESCRIPTION
 PY1168
 PY1168'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 PY1168'LOCATED ABOUT 18 MI. (AIRLINE) FROM KILGORE, IDAHO AND ABOUT 3 MI.
 PY1168'N. OF ISLAND PARK RESERVOIR ON A SMALL PROMINENT SAGEBRUSH COVERED
 PY1168'TOP.
 PY1168'
 PY1168'TO REACH FROM P.O. AT KILGORE, IDAHO, GO 1 MI. S ON MAIN TRAVELED RD.
 PY1168'TO COUNTY HIGHWAY NO. 22, TURN LEFT E. AND GO 20.8 MI. ALONG COUNTY
 PY1168'HIGHWAY TO A GROUP OF SMALL TOPS ONE ON THE LEFT AND TWO ON THE RIGHT
 PY1168'SIDES OF RD.  STATION IS ON THE MOST EASTERLY TOP ON RIGHT SIDE OF RD.
 PY1168'
 PY1168'STATION MARK--STANDARD U.S.G.S. TABLET CEMENTED IN SOLID ROCK
 PY1168'OUTCROP, STAMPED---KNOLL 1949---
 PY1168'
 PY1168'REFERENCE MARK NO. 1--STANDARD TABLET CEMENTED IN SOLID ROCK OUTCROP
 PY1168'AND STAMPED---KNOLL NO 1 1949---, 11.75 FT. FROM STATION MARK,
 PY1168'N 80 DEG 48 MIN E.
 PY1168'
 PY1168'REFERENCE MARK NO. 2--STANDARD TABLET CEMENTED IN SOLID ROCK OUTCROP,
 PY1168'STAMPED---KNOLL NO 2 1949---21.60 FT. FROM STATION MARK,
 PY1168'S 23 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1508 ***********************************************************************
 NU1508  DESIGNATION -  KNOLL
 NU1508  PID         -  NU1508
 NU1508  STATE/COUNTY-  ID/JEROME
 NU1508  USGS QUAD   -  KIMAMA BUTTE (1972)
 NU1508
 NU1508                         *CURRENT SURVEY CONTROL
 NU1508  ___________________________________________________________________
 NU1508* NAD 83(1992)-  42 45 04.25167(N)    113 59 02.57178(W)     ADJUSTED  
 NU1508* NAVD 88     -      1406.0    (meters)    4613.     (feet)  VERTCON   
 NU1508  ___________________________________________________________________
 NU1508  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 NU1508  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NU1508
 NU1508  HORZ ORDER  -  THIRD
 NU1508
 NU1508.The horizontal coordinates were established by classical geodetic methods
 NU1508.and adjusted by the National Geodetic Survey in July 1992..
 NU1508
 NU1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1508
 NU1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1508
 NU1508.The geoid height was determined by GEOID03.
 NU1508
 NU1508;                    North         East     Units Scale Factor Converg.
 NU1508;SPC ID C     -   120,458.759   501,305.932   MT  0.99994739   +0 00 39.0
 NU1508;UTM  12      - 4,737,503.432   255,787.233   MT  1.00033380   -2 01 35.8
 NU1508;UTM  11      - 4,737,596.328   746,824.009   MT  1.00034958   +2 02 53.9
 NU1508
 NU1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1508!SPC ID C     -   0.99978178  x   0.99994739  =   0.99972918
 NU1508!UTM  12      -   0.99978178  x   1.00033380  =   1.00011551
 NU1508!UTM  11      -   0.99978178  x   1.00034958  =   1.00013129
 NU1508
 NU1508:                Primary Azimuth Mark                     Grid Az
 NU1508:SPC ID C     -  ROCKY                                    249 19 59.3
 NU1508:UTM  12      -  ROCKY                                    251 22 14.1
 NU1508:UTM  11      -  ROCKY                                    247 17 44.4
 NU1508
 NU1508|---------------------------------------------------------------------|
 NU1508| PID    Reference Object                     Distance      Geod. Az  |
 NU1508|                                                           dddmmss.s |
 NU1508| NV1000 ROCKY                               APPROX. 8.4 KM 2492038.3 |
 NU1508|---------------------------------------------------------------------|
 NU1508
 NU1508                          SUPERSEDED SURVEY CONTROL
 NU1508
 NU1508  NAD 83(1986)-  42 45 04.25053(N)    113 59 02.56853(W) AD(       ) 3
 NU1508  NGVD 29 (01/23/89) 1405.1    (m)         4610.     (f) VERT ANG       
 NU1508
 NU1508.Superseded values are not recommended for survey control.
 NU1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1508.See file dsdata.txt to determine how the superseded data were derived.
 NU1508
 NU1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN5578737503(NAD 83)
 NU1508_MARKER: DS = TRIANGULATION STATION DISK
 NU1508_SETTING: 0 = UNSPECIFIED SETTING
 NU1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1508
 NU1508  HISTORY     - Date     Condition        Report By
 NU1508  HISTORY     - 1947     MONUMENTED       USGS
 NU1508
 NU1508                          STATION DESCRIPTION
 NU1508
 NU1508'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NU1508'LOCATED ABOUT 15 MI. (AIRLINE) NW. OF PAUL, 13.5 MI. NE. OF HAZELTON,
 NU1508'ON A PROMINENT ROUND SAGE-COVERED KNOLL.
 NU1508'
 NU1508'TO REACH FROM JEROME POST OFFICE, DRIVE E. ON U.S. HIGHWAY 93 FOR 3.6
 NU1508'MI. TO RD. JUNCTION, TAKE RIGHT FORK AND FOLLOW STATE HIGHWAY 25 FOR
 NU1508'9.7 MI. TO SIDE RD. TO LEFT AT SIGN --BUREAU OF RECLAMATION HUNT
 NU1508'PROJECT--, TURN LEFT AND FOLLOW OILED RD. 2.25 MI. TO BRIDGE, CROSS
 NU1508'BRIDGE AND GO 0.05 MI., TURN LEFT 0.05 MI., THENCE RIGHT AND FOLLOW
 NU1508'MAIN RD. THROUGH HUNT PROJECT 1.2 MI. TO RD. INTERSECTION, TURN LEFT
 NU1508'AND PASSING CLOSE TO WATER TOWER CONTINUE 2.9 MI. TO RD. FORKS, TAKE
 NU1508'LEFT FORK 2.1 MI. TO RD. FORKS, TAKE LEFT FORK CROSS CANAL AND
 NU1508'CONTINUE 0.25 MI. TO POWER LINE RD., TURN LEFT (E.) AND FOLLOW POWER
 NU1508'LINE 8.4 MI. TO CROSSROADS, TURN LEFT 3.4 MI. TO RD. FORKS, TAKE
 NU1508'RIGHT FORK 1.45 MI., THENCE LEFT (N.) UP SIDEHILL ACROSS COUNTRY 0.35
 NU1508'MI. TO TOP AND STATION.
 NU1508'
 NU1508'STATION MARK--STANDARD TABLET STAMPED---KNOLL 1947---, CEMENTED IN A
 NU1508'ROCK BURIED IN THE GROUND.
 NU1508'
 NU1508'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 NU1508'---NO 1---, CEMENTED IN A ROCK BURIED IN THE GROUND, 30.53 FT. FROM
 NU1508'STATION MARK IN BEARING S 84 DEGREES 54 MINUTES W.
 NU1508'
 NU1508'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 NU1508'---NO 2---, CEMENTED IN A ROCK BURIED IN THE GROUND, 58.39 FT. FROM
 NU1508'STATION MARK IN BEARING N 28 DEGREES 58 MINUTES W.
 NU1508'
 NU1508'NOTE BY USGS, 1972--DISTANCES TO REFERENCE MARKS CHECKED IN 1972.
 NU1508'DIRECTIONS NOT OBSERVED.  NEW TO REACH FOLLOWS
 NU1508'
 NU1508'TO REACH FROM THE RUPERT POST OFFICE, DRIVE W. ON BASE LINE RD. FOR
 NU1508'7.2 MI. TO RD. 750 W., TURN RIGHT (N.) ON RD. 750 W. FOR 3 MI. TO RD.
 NU1508'300 N., TURN LEFT (W.) ON RD. 300 N. FOR 9 MI. TO RD. 1650 W., TURN
 NU1508'RIGHT (N.) ON RD. 1650 W. FOR 6.2 MI. TO BASE OF HILL AND DIM RD.
 NU1508'LEADING E. UPHILL, TURN RIGHT AND DRIVE E. UPHILL FOR 0.3 MI. TO TOP
 NU1508'AND STATION, 24 FT. S. OF RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1599 ***********************************************************************
 NU1599  DESIGNATION -  KNOX
 NU1599  PID         -  NU1599
 NU1599  STATE/COUNTY-  ID/POWER
 NU1599  USGS QUAD   -  DEEP CREEK PEAK (1973)
 NU1599
 NU1599                         *CURRENT SURVEY CONTROL
 NU1599  ___________________________________________________________________
 NU1599* NAD 83(1992)-  42 28 16.59933(N)    112 39 21.73897(W)     ADJUSTED  
 NU1599* NAVD 88     -      2667.7    (meters)    8752.     (feet)  VERTCON   
 NU1599  ___________________________________________________________________
 NU1599  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 NU1599  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 NU1599
 NU1599  HORZ ORDER  -  SECOND
 NU1599
 NU1599.The horizontal coordinates were established by classical geodetic methods
 NU1599.and adjusted by the National Geodetic Survey in July 1992..
 NU1599
 NU1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1599
 NU1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1599
 NU1599.The geoid height was determined by GEOID03.
 NU1599
 NU1599;                    North         East     Units Scale Factor Converg.
 NU1599;SPC ID E     -    89,483.196   159,757.779   MT  0.99996729   -0 19 49.6
 NU1599;UTM  12      - 4,703,432.393   363,865.747   MT  0.99982802   -1 07 06.1
 NU1599
 NU1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1599!SPC ID E     -   0.99958388  x   0.99996729  =   0.99955118
 NU1599!UTM  12      -   0.99958388  x   0.99982802  =   0.99941197
 NU1599
 NU1599:                Primary Azimuth Mark                     Grid Az
 NU1599:SPC ID E     -  DEEP CREEK                               036 03 02.5
 NU1599:UTM  12      -  DEEP CREEK                               036 50 19.0
 NU1599
 NU1599|---------------------------------------------------------------------|
 NU1599| PID    Reference Object                     Distance      Geod. Az  |
 NU1599|                                                           dddmmss.s |
 NU1599| NU1598 DEEP CREEK                          433.371 METERS 0354312.9 |
 NU1599| CM5012 KNOX RM 2                             5.025 METERS 09354     |
 NU1599| CM5011 KNOX RM 1                             8.388 METERS 18216     |
 NU1599|---------------------------------------------------------------------|
 NU1599
 NU1599                          SUPERSEDED SURVEY CONTROL
 NU1599
 NU1599  NAD 83(1986)-  42 28 16.59684(N)    112 39 21.73107(W) AD(       ) 2
 NU1599  NAD 27      -  42 28 16.90224(N)    112 39 18.79240(W) AD(       ) 2
 NU1599  NGVD 29 (07/19/86) 2666.5    (m)         8748.     (f) VERT ANG       
 NU1599
 NU1599.Superseded values are not recommended for survey control.
 NU1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1599.See file dsdata.txt to determine how the superseded data were derived.
 NU1599
 NU1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN6386603432(NAD 83)
 NU1599_MARKER: DD = SURVEY DISK
 NU1599_SETTING: 80 = SET IN A BOULDER
 NU1599_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NU1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1599+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 NU1599
 NU1599  HISTORY     - Date     Condition        Report By
 NU1599  HISTORY     - 1968     MONUMENTED       USGS
 NU1599  HISTORY     - 20020617 GOOD             INDIV
 NU1599
 NU1599                          STATION DESCRIPTION
 NU1599
 NU1599'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JJW)
 NU1599'LOCATED 24.0 MI. (AIRLINE) SE. OF AMERICAN FALLS.  ABOUT 12.0
 NU1599'MI. NE. OF ROY.  ABOUT 5.5 MI. SW. OF ARBON POST OFFICE.  ON
 NU1599'THE HIGHEST POINT OF DEEP CREEK PEAK.
 NU1599'
 NU1599'REACHED BY HELICOPTER 1968.
 NU1599'
 NU1599'TO REACH FROM ARBON POST OFFICE GO NW. FOR ABOUT 1.5 MI.  THEN
 NU1599'TURN W. UP KNOX CREEK FOR ABOUT 7.5 MI. TO SUMMIT.  AND END OF
 NU1599'TRUCK TRAVEL.  ABOUT 1 HOUR PACK TO STATION.
 NU1599'
 NU1599'STATION MARK--A STANDARD USGS TABLET STAMPED KNOX 1968 CEMENTED
 NU1599'IN ROCK.
 NU1599'
 NU1599'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 NU1599'STAMPED NO 1 1968 CEMENTED IN ROCK.
 NU1599'
 NU1599'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 NU1599'STAMPED NO 2 1968 CEMENTED IN ROCK.
 NU1599'
 NU1599'USGS STATION DEEP CREEK IS 1422.4 FT. FROM STATION MARK.
 NU1599
 NU1599                          STATION RECOVERY (2002)
 NU1599
 NU1599'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (ZDV)
 NU1599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0828 ***********************************************************************
 OZ0828  DESIGNATION -  KOFF
 OZ0828  PID         -  OZ0828
 OZ0828  STATE/COUNTY-  ID/ELMORE
 OZ0828  USGS QUAD   -  REVERSE (1992)
 OZ0828
 OZ0828                         *CURRENT SURVEY CONTROL
 OZ0828  ___________________________________________________________________
 OZ0828* NAD 83(1992)-  43 00 25.85427(N)    115 35 45.13771(W)     ADJUSTED  
 OZ0828* NAVD 88     -       940.556  (meters)    3085.81   (feet)  ADJUSTED  
 OZ0828  ___________________________________________________________________
 OZ0828  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 OZ0828  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 OZ0828  DYNAMIC HT  -         940.155 (meters)    3084.49  (feet)  COMP
 OZ0828  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 OZ0828
 OZ0828  HORZ ORDER  -  SECOND
 OZ0828  VERT ORDER  -  FIRST     CLASS II
 OZ0828
 OZ0828.The horizontal coordinates were established by classical geodetic methods
 OZ0828.and adjusted by the National Geodetic Survey in July 1992..
 OZ0828
 OZ0828.The orthometric height was determined by differential leveling
 OZ0828.and adjusted by the National Geodetic Survey in June 1991..
 OZ0828
 OZ0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 OZ0828
 OZ0828.The geoid height was determined by GEOID03.
 OZ0828
 OZ0828.The dynamic height is computed by dividing the NAVD 88
 OZ0828.geopotential number by the normal gravity value computed on the
 OZ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0828.degrees latitude (g = 980.6199 gals.).
 OZ0828
 OZ0828.The modeled gravity was interpolated from observed gravity values.
 OZ0828
 OZ0828;                    North         East     Units Scale Factor Converg.
 OZ0828;SPC ID W     -   148,905.795   812,565.480   MT  0.99993528   +0 06 18.5
 OZ0828;UTM  11      - 4,762,568.856   614,435.679   MT  0.99976110   +0 57 28.2
 OZ0828
 OZ0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OZ0828!SPC ID W     -   0.99985503  x   0.99993528  =   0.99979032
 OZ0828!UTM  11      -   0.99985503  x   0.99976110  =   0.99961617
 OZ0828
 OZ0828|---------------------------------------------------------------------|
 OZ0828| PID    Reference Object                     Distance      Geod. Az  |
 OZ0828|                                                           dddmmss.s |
 OZ0828| CD5850 KOFF RM 1                            20.860 METERS 13315     |
 OZ0828| CD5851 KOFF RM 2                            16.439 METERS 33111     |
 OZ0828| OZ1030 REVERSE                             APPROX. 2.9 KM 3332341.5 |
 OZ0828|---------------------------------------------------------------------|
 OZ0828
 OZ0828                          SUPERSEDED SURVEY CONTROL
 OZ0828
 OZ0828  NAD 83(1986)-  43 00 25.85498(N)    115 35 45.13293(W) AD(       ) 2
 OZ0828  NAD 27      -  43 00 26.22580(N)    115 35 41.84290(W) AD(       ) 2
 OZ0828  NGVD 29 (07/19/86)  939.7    (m)         3083.     (f) VERT ANG       
 OZ0828
 OZ0828.Superseded values are not recommended for survey control.
 OZ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0828.See file dsdata.txt to determine how the superseded data were derived.
 OZ0828
 OZ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH1443662569(NAD 83)
 OZ0828_MARKER: DE = TRAVERSE STATION DISK
 OZ0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0828_SP_SET: CONCRETE POST
 OZ0828_STAMPING: KOFF 1959
 OZ0828_MARK LOGO: CGS   
 OZ0828_PROJECTION: PROJECTING 28 CENTIMETERS
 OZ0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0828+STABILITY: SURFACE MOTION
 OZ0828
 OZ0828  HISTORY     - Date     Condition        Report By
 OZ0828  HISTORY     - 1959     MONUMENTED       CGS
 OZ0828  HISTORY     - 1983     GOOD             NGS
 OZ0828
 OZ0828                          STATION DESCRIPTION
 OZ0828
 OZ0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WWH)
 OZ0828'THE STATION IS 9.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 30 FROM THE
 OZ0828'JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 51 AT MOUNTAIN
 OZ0828'HOME, 0.6 MILE WEST OF A GROUP OF RAILROAD BUILDINGS, 0.2
 OZ0828'MILE SOUTHEAST OF A GRAVEL ROAD LEADING TO THE RAILROAD
 OZ0828'BUILDINGS AND IN A FLAT SAGE COVERED AREA ON THE SOUTHWEST
 OZ0828'SIDE OF THE HIGHWAY.
 OZ0828'
 OZ0828'THE STATION WITH UNDERGROUND MARK, STAMPED KOFF 1959, IS A
 OZ0828'STANDARD TRAVERSE DISK SET IN A SQUARE CONCRETE POST PROJECTING
 OZ0828'6 INCHES.  THE STATION IS 59.5 FEET SOUTHWEST OF THE CENTERLINE
 OZ0828'OF THE PRESENT HIGHWAY AND 3.1 FEET NORTHWEST OF A METAL
 OZ0828'WITNESS POST WITH SIGN.
 OZ0828'
 OZ0828'REFERENCE MARK NO. 1, STAMPED KOFF NO 1 1959, IS A STANDARD
 OZ0828'DISK SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES AND IS
 OZ0828'41 FEET SOUTHWEST OF THE CENTERLINE OF THE PRESENT HIGHWAY.
 OZ0828'
 OZ0828'REFERENCE MARK NO. 2, STAMPED KOFF NO 2 1959, IS A STANDARD DISK
 OZ0828'SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES AND IS 57.5
 OZ0828'FEET SOUTHWEST OF THE CENTERLINE OF THE PRESENT HIGHWAY.
 OZ0828
 OZ0828                          STATION RECOVERY (1983)
 OZ0828
 OZ0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0828'13.3 KM (8.3 MI) NW FROM HAMMETT.
 OZ0828'13.3 KM (8.3 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE
 OZ0828'JUNCTION OF STATE HIGHWAY 78 AT HAMMETT, AT THE Y JUNCTION OF A DIRT
 OZ0828'ROAD LEADING WEST, 0.5 KM (0.3 MI) SOUTHEAST OF THE INTERSECTION OF
 OZ0828'BILLY RIO LOOP ROAD, 18.1 METERS (59.5 FT) SOUTHWEST OF THE HIGHWAY
 OZ0828'CENTERLINE, 16.4 METERS (54 FT) SOUTHEAST OF RM 2 AND 2.1 METERS (7
 OZ0828'FT) NORTH OF THE CENTER OF THE DIRT ROAD.  NOTE-MARK IS BEING
 OZ0828'UNDERMINED BY IRRIGATION AND ITS ELEVATION SHOULD BE USED WITH
 OZ0828'CAUTION.
 OZ0828'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 OZ0828'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1785 ***********************************************************************
 RZ1785  DESIGNATION -  KOOSKIA ET
 RZ1785  PID         -  RZ1785
 RZ1785  STATE/COUNTY-  ID/IDAHO
 RZ1785  USGS QUAD   -  KAMIAH (1979)
 RZ1785
 RZ1785                         *CURRENT SURVEY CONTROL
 RZ1785  ___________________________________________________________________
 RZ1785* NAD 83(1992)-  46 08 03.46018(N)    116 00 28.18949(W)     ADJUSTED  
 RZ1785* NAVD 88     -       876.5    (meters)    2876.     (feet)  VERTCON   
 RZ1785  ___________________________________________________________________
 RZ1785  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 RZ1785  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 RZ1785
 RZ1785  HORZ ORDER  -  THIRD
 RZ1785
 RZ1785.The horizontal coordinates were established by classical geodetic methods
 RZ1785.and adjusted by the National Geodetic Survey in July 1992..
 RZ1785
 RZ1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 RZ1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RZ1785
 RZ1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 RZ1785
 RZ1785.The geoid height was determined by GEOID03.
 RZ1785
 RZ1785;                    North         East     Units Scale Factor Converg.
 RZ1785;SPC ID W     -   496,398.807   780,077.311   MT  0.99993821   -0 11 09.2
 RZ1785;UTM  11      - 5,109,447.143   576,639.764   MT  0.99967220   +0 42 55.3
 RZ1785
 RZ1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RZ1785!SPC ID W     -   0.99986525  x   0.99993821  =   0.99980347
 RZ1785!UTM  11      -   0.99986525  x   0.99967220  =   0.99953750
 RZ1785
 RZ1785:                Primary Azimuth Mark                     Grid Az
 RZ1785:SPC ID W     -  WOODRAT ET                               072 40 07.1
 RZ1785:UTM  11      -  WOODRAT ET                               071 46 02.6
 RZ1785
 RZ1785|---------------------------------------------------------------------|
 RZ1785| PID    Reference Object                     Distance      Geod. Az  |
 RZ1785|                                                           dddmmss.s |
 RZ1785| RY0962 WOODRAT ET                          APPROX.19.5 KM 0722857.9 |
 RZ1785| CH6892 KOOSKIA ET RM 1                      10.766 METERS 14557     |
 RZ1785| CH6893 KOOSKIA ET RM 2                      11.978 METERS 25259     |
 RZ1785|---------------------------------------------------------------------|
 RZ1785
 RZ1785                          SUPERSEDED SURVEY CONTROL
 RZ1785
 RZ1785  NAD 83(1986)-  46 08 03.46388(N)    116 00 28.18919(W) AD(       ) 3
 RZ1785  NAD 27      -  46 08 03.83195(N)    116 00 24.63049(W) AD(       ) 3
 RZ1785  NGVD 29 (07/19/86)  875.4    (m)         2872.     (f) VERT ANG       
 RZ1785
 RZ1785.Superseded values are not recommended for survey control.
 RZ1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ1785.See file dsdata.txt to determine how the superseded data were derived.
 RZ1785
 RZ1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM7664009447(NAD 83)
 RZ1785_MARKER: DD = SURVEY DISK
 RZ1785_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RZ1785
 RZ1785  HISTORY     - Date     Condition        Report By
 RZ1785  HISTORY     - 1964     MONUMENTED       USGS
 RZ1785  HISTORY     - 1967     GOOD             USGS
 RZ1785
 RZ1785                          STATION DESCRIPTION
 RZ1785
 RZ1785'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RZ1785'LOCATED ABOUT 6 MI S. OF KAMIAH, ABOUT 2 MI W. OF KOOSKIA.  ON
 RZ1785'POINT OVERLOOKING SOUTH FORK OF CLEARWATER RIVER.
 RZ1785'
 RZ1785'TO REACH KAMIAH POST OFFICE, GO 1/2 BLOCK W. AND TURN RIGHT AT
 RZ1785'INTERSECTION, GO 0.2 MI TO JCT. OF STATE HWY. 62.  TURN LEFT 5.3
 RZ1785'MI ALONG HWY. TO GRAVEL RD. ON LEFT.  TURN LEFT ON GRAVEL RD.
 RZ1785'(FORT MISERY RD.) 2.1 MI TO RD. ON LEFT, TRAVEL STRAIGHT AHEAD
 RZ1785'0.9 MI TO X-RD.  TURN LEFT 0.9 MI TO FIELD RD. ON LEFT AND CORRAL
 RZ1785'ON RIGHT.  TURN LEFT ONTO FIELD RD. 1.4 MI E. AND SE. TO END OF
 RZ1785'TRUCK TRAVEL AND SMALL BLDG.  ABOUT 70 FT. SE OF SOUTHEAST CORNER
 RZ1785'OF BLDG.
 RZ1785'
 RZ1785'STATION MARK--STANDARD TABLET STAMPED---KOOSKIA ET 1964---, SET IN
 RZ1785'CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 RZ1785'
 RZ1785'RM 1--STANDARD RM TABLET STAMPED---NO 1 1964---, SET IN CONCRETE
 RZ1785'POST.
 RZ1785'
 RZ1785'RM 2--STANDARD RM TABLET STAMPED---NO 1 1964---, SET IN CONCRETE
 RZ1785'POST.
 RZ1785
 RZ1785                          STATION RECOVERY (1967)
 RZ1785
 RZ1785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RZ1785'RECOVERED AS DESCRIBED BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0604 ***********************************************************************
 TO0604  DESIGNATION -  KOOTENAI 2
 TO0604  PID         -  TO0604
 TO0604  STATE/COUNTY-  ID/BONNER
 TO0604  USGS QUAD   -  SANDPOINT (1996)
 TO0604
 TO0604                         *CURRENT SURVEY CONTROL
 TO0604  ___________________________________________________________________
 TO0604* NAD 83(1992)-  48 18 32.07368(N)    116 31 21.02548(W)     ADJUSTED  
 TO0604* NAVD 88     -       646.804  (meters)    2122.06   (feet)  ADJUSTED  
 TO0604  ___________________________________________________________________
 TO0604  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 TO0604  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TO0604  DYNAMIC HT  -         646.855 (meters)    2122.22  (feet)  COMP
 TO0604  MODELED GRAV-     980,670.5   (mgal)                       NAVD 88
 TO0604
 TO0604  HORZ ORDER  -  SECOND
 TO0604  VERT ORDER  -  FIRST     CLASS II
 TO0604
 TO0604.The horizontal coordinates were established by classical geodetic methods
 TO0604.and adjusted by the National Geodetic Survey in July 1992..
 TO0604
 TO0604.The orthometric height was determined by differential leveling
 TO0604.and adjusted by the National Geodetic Survey in June 1991..
 TO0604
 TO0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0604
 TO0604.The geoid height was determined by GEOID03.
 TO0604
 TO0604.The dynamic height is computed by dividing the NAVD 88
 TO0604.geopotential number by the normal gravity value computed on the
 TO0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0604.degrees latitude (g = 980.6199 gals.).
 TO0604
 TO0604.The modeled gravity was interpolated from observed gravity values.
 TO0604
 TO0604;                    North         East     Units Scale Factor Converg.
 TO0604;SPC ID W     -   738,401.972   742,700.400   MT  0.99997366   -0 34 36.8
 TO0604;UTM  11      - 5,350,745.313   535,405.619   MT  0.99961540   +0 21 23.6
 TO0604
 TO0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0604!SPC ID W     -   0.99990131  x   0.99997366  =   0.99987498
 TO0604!UTM  11      -   0.99990131  x   0.99961540  =   0.99951675
 TO0604
 TO0604|---------------------------------------------------------------------|
 TO0604| PID    Reference Object                     Distance      Geod. Az  |
 TO0604|                                                           dddmmss.s |
 TO0604| TO0209 KOOTENAI                             17.898 METERS 00040     |
 TO0604| TO0603 KOOTENAI 2 RM 3                     APPROX. 0.7 KM 0882105.8 |
 TO0604| TO1063 BLACKTAIL LOOKOUT                   APPROX.19.8 KM 1804003.7 |
 TO0604| CH6895 KOOTENAI 2 RM 1                      22.080 METERS 27135     |
 TO0604| TO0605 KOOTENAI 2 RM 2                      44.045 METERS 33733     |
 TO0604|---------------------------------------------------------------------|
 TO0604
 TO0604                          SUPERSEDED SURVEY CONTROL
 TO0604
 TO0604  NAD 83(1986)-  48 18 32.08375(N)    116 31 21.01990(W) AD(       ) 2
 TO0604  NAD 27      -  48 18 32.34589(N)    116 31 17.32223(W) AD(       ) 2
 TO0604  NGVD 29 (07/19/86)  646.     (m)         2119.     (f) VERT ANG       
 TO0604
 TO0604.Superseded values are not recommended for survey control.
 TO0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0604.See file dsdata.txt to determine how the superseded data were derived.
 TO0604
 TO0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3540650745(NAD 83)
 TO0604_MARKER: DS = TRIANGULATION STATION DISK
 TO0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0604_SP_SET: CONCRETE POST
 TO0604_STAMPING: KOOTENAI 2 1948
 TO0604_PROJECTION: FLUSH
 TO0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0604+STABILITY: SURFACE MOTION
 TO0604
 TO0604  HISTORY     - Date     Condition        Report By
 TO0604  HISTORY     - 1948     MONUMENTED       CGS
 TO0604  HISTORY     - 1980     GOOD             NGS
 TO0604  HISTORY     - 1980     GOOD             NGS
 TO0604
 TO0604                          STATION DESCRIPTION
 TO0604
 TO0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (ERM)
 TO0604'THE STATION IS ON THE SOUTH SIDE OF STATE HIGHWAY 10A, 1/4 MILES
 TO0604'WEST OF MAIN STREET OF KOOTENAI ON NORTHERN PACIFIC RAILWAY
 TO0604'RIGHT-OF-WAY, 1-1/2 METERS SOUTH OF FENCE SEPARATING HIGHWAY
 TO0604'FROM RAILWAY PROPERTY, AND 35 METERS SOUTH OF CENTER LINE OF
 TO0604'HIGHWAY.
 TO0604'
 TO0604'R.M. NO. 1 IS IN CONCRETE CYLINDER AT FENCE LINE ON SOUTH SIDE
 TO0604'OF HIGHWAY AND WEST OF STATION.
 TO0604'
 TO0604'R.M. NO. 2 IS IN CONCRETE CYLINDER AT FENCE LINE ON NORTH SIDE
 TO0604'OF HIGHWAY AND NORTH OF STATION.
 TO0604
 TO0604                          STATION RECOVERY (1980)
 TO0604
 TO0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TO0604'THE STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK 3 WERE RECOVERED
 TO0604'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND BUT MAY BE COVERED
 TO0604'BY THE LARGE PILE OF BARK THAT IS JUST SOUTH OF THE STATION MARK.  THE
 TO0604'LINE TO REFERENCE MARK 3 IS OBSTRUCTED AND IT WILL TAKE QUITE A BIT OF
 TO0604'CLEARING TO MAKE IT SEE.  THE 1972 ROUTE TO REACH IS ADEQUATE AT THIS
 TO0604'DATE.
 TO0604
 TO0604                          STATION RECOVERY (1980)
 TO0604
 TO0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0604'5.2 KM NE FROM SANDPOINT.
 TO0604'5.2 KILOMETERS (3.2 MILES) NORTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0604'THE SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, 0.3 KILOMETER
 TO0604'(0.2 MILE) WEST OF HIGHWAY MILEPOST 32, 19.8  METERS (65.0 FEET)
 TO0604'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 80.8 METERS (265 FEET) EAST
 TO0604'OF THE CENTERLINE OF A DIRT ROAD LEADING SOUTH TO A WOOD WORKS YARD,
 TO0604'5.0 METERS (16.5 FEET) EAST-SOUTHEAST OF TELEPHONE CABLE BOX 115,
 TO0604'1.5 METERS (5.0 FEET) SOUTH OF A WOODEN RAIL FENCE LINE.
 TO0604'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TO0604'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0605 ***********************************************************************
 TO0605  DESIGNATION -  KOOTENAI 2 RM 2
 TO0605  PID         -  TO0605
 TO0605  STATE/COUNTY-  ID/BONNER
 TO0605  USGS QUAD   -  SANDPOINT (1996)
 TO0605
 TO0605                         *CURRENT SURVEY CONTROL
 TO0605  ___________________________________________________________________
 TO0605* NAD 83(1986)-  48 18 32.     (N)    116 31 21.     (W)     SCALED    
 TO0605* NAVD 88     -       647.129  (meters)    2123.12   (feet)  ADJUSTED  
 TO0605  ___________________________________________________________________
 TO0605  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TO0605  DYNAMIC HT  -         647.180 (meters)    2123.29  (feet)  COMP
 TO0605  MODELED GRAV-     980,670.5   (mgal)                       NAVD 88
 TO0605
 TO0605  VERT ORDER  -  FIRST     CLASS II
 TO0605
 TO0605.The horizontal coordinates were scaled from a topographic map and have
 TO0605.an estimated accuracy of +/- 6 seconds.
 TO0605
 TO0605.The orthometric height was determined by differential leveling
 TO0605.and adjusted by the National Geodetic Survey in June 1991..
 TO0605
 TO0605.The geoid height was determined by GEOID03.
 TO0605
 TO0605.The dynamic height is computed by dividing the NAVD 88
 TO0605.geopotential number by the normal gravity value computed on the
 TO0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0605.degrees latitude (g = 980.6199 gals.).
 TO0605
 TO0605.The modeled gravity was interpolated from observed gravity values.
 TO0605
 TO0605;                    North         East    Units  Estimated Accuracy
 TO0605;SPC ID W     -   738,400.      742,700.      MT  (+/- 180 meters Scaled)
 TO0605
 TO0605                          SUPERSEDED SURVEY CONTROL
 TO0605
 TO0605.No superseded survey control is available for this station.
 TO0605
 TO0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP354507(NAD 83)
 TO0605_MARKER: DR = REFERENCE MARK DISK
 TO0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0605_SP_SET: CONCRETE POST
 TO0605_STAMPING: KOOTENAI 2 NO 2 1948
 TO0605_PROJECTION: PROJECTING 3 CENTIMETERS
 TO0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0605+STABILITY: SURFACE MOTION
 TO0605
 TO0605  HISTORY     - Date     Condition        Report By
 TO0605  HISTORY     - 1948     MONUMENTED       CGS
 TO0605  HISTORY     - 1980     GOOD             NGS
 TO0605
 TO0605                          STATION DESCRIPTION
 TO0605
 TO0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0605'5.2 KM NE FROM SANDPOINT.
 TO0605'5.2 KILOMETERS (3.2 MILES) NORTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0605'THE SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, 0.3 KILOMETER
 TO0605'(0.2 MILE) WEST OF HIGHWAY MILEPOST 32, 21.0 METERS (69.0 FEET)
 TO0605'NORTH OF THE CENTERLINE OF THE HIGHWAY, 65.3 METERS (214 FEET) EAST
 TO0605'OF THE EXTENDED CENTERLINE OF A DIRT ROAD LEADING SOUTH TO A WOOD
 TO0605'WORKS YARD, 44.0 METERS (145 FEET) NORTHWEST ACROSS THE HIGHWAY FROM
 TO0605'TRIANGULATION STATION KOOTENAI 2, 5.5 METERS (18.0 FEET) EAST OF THE
 TO0605'FIRST POWER LINE POLE WEST OF A LINE CROSSING THE HIGHWAY, 0.3
 TO0605'METERS (1.0 FOOT) SOUTH OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 TO0605'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0603 ***********************************************************************
 TO0603  DESIGNATION -  KOOTENAI 2 RM 3
 TO0603  PID         -  TO0603
 TO0603  STATE/COUNTY-  ID/BONNER
 TO0603  USGS QUAD   -  SANDPOINT (1996)
 TO0603
 TO0603                         *CURRENT SURVEY CONTROL
 TO0603  ___________________________________________________________________
 TO0603* NAD 83(1992)-  48 18 32.71851(N)    116 30 47.36473(W)     ADJUSTED  
 TO0603* NAVD 88     -       646.498  (meters)    2121.05   (feet)  ADJUSTED  
 TO0603  ___________________________________________________________________
 TO0603  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 TO0603  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 TO0603  DYNAMIC HT  -         646.549 (meters)    2121.22  (feet)  COMP
 TO0603  MODELED GRAV-     980,669.8   (mgal)                       NAVD 88
 TO0603
 TO0603  HORZ ORDER  -  THIRD
 TO0603  VERT ORDER  -  FIRST     CLASS II
 TO0603
 TO0603.The horizontal coordinates were established by classical geodetic methods
 TO0603.and adjusted by the National Geodetic Survey in July 1992..
 TO0603
 TO0603.The orthometric height was determined by differential leveling
 TO0603.and adjusted by the National Geodetic Survey in June 1991..
 TO0603
 TO0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 TO0603
 TO0603.The geoid height was determined by GEOID03.
 TO0603
 TO0603.The dynamic height is computed by dividing the NAVD 88
 TO0603.geopotential number by the normal gravity value computed on the
 TO0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0603.degrees latitude (g = 980.6199 gals.).
 TO0603
 TO0603.The modeled gravity was interpolated from observed gravity values.
 TO0603
 TO0603;                    North         East     Units Scale Factor Converg.
 TO0603;SPC ID W     -   738,414.948   743,394.132   MT  0.99997269   -0 34 11.6
 TO0603;UTM  11      - 5,350,769.579   536,098.799   MT  0.99961601   +0 21 48.8
 TO0603
 TO0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TO0603!SPC ID W     -   0.99990136  x   0.99997269  =   0.99987405
 TO0603!UTM  11      -   0.99990136  x   0.99961601  =   0.99951741
 TO0603
 TO0603|---------------------------------------------------------------------|
 TO0603| PID    Reference Object                     Distance      Geod. Az  |
 TO0603|                                                           dddmmss.s |
 TO0603| CH6896 KOOTENAI 2 RM 3 RP 1                 11.758 METERS 11928     |
 TO0603| CH6897 KOOTENAI 2 RM 3 RP 2                 18.958 METERS 22139     |
 TO0603| TO0604 KOOTENAI 2                          APPROX. 0.7 KM 2682131.0 |
 TO0603|---------------------------------------------------------------------|
 TO0603
 TO0603                          SUPERSEDED SURVEY CONTROL
 TO0603
 TO0603  NAD 83(1986)-  48 18 32.72865(N)    116 30 47.35916(W) AD(       ) 3
 TO0603  NAD 27      -  48 18 32.99008(N)    116 30 43.66262(W) AD(       ) 3
 TO0603  NGVD 29 (07/19/86)  644.     (m)         2113.     (f) VERT ANG       
 TO0603
 TO0603.Superseded values are not recommended for survey control.
 TO0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0603.See file dsdata.txt to determine how the superseded data were derived.
 TO0603
 TO0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP3609950770(NAD 83)
 TO0603_MARKER: DR = REFERENCE MARK DISK
 TO0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0603_SP_SET: CONCRETE POST
 TO0603_STAMPING: KOOTENAI 2 1948 NO 3 1972
 TO0603_PROJECTION: FLUSH
 TO0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0603+STABILITY: SURFACE MOTION
 TO0603
 TO0603  HISTORY     - Date     Condition        Report By
 TO0603  HISTORY     - 1972     MONUMENTED       NGS
 TO0603  HISTORY     - 1980     GOOD             NGS
 TO0603  HISTORY     - 1980     GOOD             NGS
 TO0603
 TO0603                          STATION DESCRIPTION
 TO0603
 TO0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 TO0603'THE STATION MARK AND THE TWO REFERENCE POINTS WERE RECOVERED IN
 TO0603'GOOD CONDITION AS DESCRIBED IN 1972.
 TO0603
 TO0603                          STATION RECOVERY (1980)
 TO0603
 TO0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0603'5.8 KM NE FROM SANDPOINT.
 TO0603'5.8 KILOMETERS (3.6 MILES) NORTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0603'THE SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, 0.4 KILOMETER
 TO0603'(0.25 MILE) EAST OF HIGHWAY MILEPOST 32, SET ON THE SOUTH EDGE OF
 TO0603'THE HIGHWAY BLACK TOP ON THE OUTSIDE OF A HIGHWAY CURVE, 4.6 METERS
 TO0603'(15.2 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 48.5 METERS
 TO0603'(159 FEET) SOUTHEAST ACROSS THE HIGHWAY FROM POWER LINE POLE NUMBER
 TO0603'124902 WITH A TRANSFORMER, 34.3 METERS (113 FEET) EAST OF THE
 TO0603'EXTENDED CENTERLINE OF A PAVED ROAD LEADING NORTH, 33.4 METERS (110
 TO0603'FEET) SOUTHWEST ACROSS THE HIGHWAY FROM A T JUNCTION POWER LINE POLE,
 TO0603'19.1 METERS (62.7 FEET) NORTHEAST OF TELEPHONE CABLE POLE NUMBER
 TO0603'18/130.
 TO0603'THE MARK IS 2.2 METERS  N FROM A WITNESS POST.
 TO0603'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0841 ***********************************************************************
 QA0841  DESIGNATION -  KRASSAL
 QA0841  PID         -  QA0841
 QA0841  STATE/COUNTY-  ID/VALLEY
 QA0841  USGS QUAD   -  FITSUM PEAK (1973)
 QA0841
 QA0841                         *CURRENT SURVEY CONTROL
 QA0841  ___________________________________________________________________
 QA0841* NAD 83(1992)-  44 58 07.83797(N)    115 45 16.15564(W)     ADJUSTED  
 QA0841* NAVD 88     -      1781.     (meters)    5843.     (feet)  VERTCON   
 QA0841  ___________________________________________________________________
 QA0841  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 QA0841  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 QA0841
 QA0841  HORZ ORDER  -  SECOND
 QA0841
 QA0841.The horizontal coordinates were established by classical geodetic methods
 QA0841.and adjusted by the National Geodetic Survey in July 1992..
 QA0841
 QA0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 QA0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QA0841
 QA0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 QA0841
 QA0841.The geoid height was determined by GEOID03.
 QA0841
 QA0841;                    North         East     Units Scale Factor Converg.
 QA0841;SPC ID W     -   366,843.974   799,645.993   MT  0.99993333   -0 00 11.4
 QA0841;UTM  11      - 4,980,243.883   598,218.630   MT  0.99971862   +0 52 49.1
 QA0841
 QA0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QA0841!SPC ID W     -   0.99972311  x   0.99993333  =   0.99965646
 QA0841!UTM  11      -   0.99972311  x   0.99971862  =   0.99944181
 QA0841
 QA0841:                Primary Azimuth Mark                     Grid Az
 QA0841:SPC ID W     -  WILLIAMS PEAK LOOKOUT HOUSE              052 31 35.5
 QA0841:UTM  11      -  WILLIAMS PEAK LOOKOUT HOUSE              051 38 35.0
 QA0841
 QA0841|---------------------------------------------------------------------|
 QA0841| PID    Reference Object                     Distance      Geod. Az  |
 QA0841|                                                           dddmmss.s |
 QA0841| QZ0706 WILLIAMS PEAK LOOKOUT HOUSE         APPROX. 9.1 KM 0523124.1 |
 QA0841| CD5852 KRASSAL RM 1                          5.060 METERS 07732     |
 QA0841| QA0843 MINERS PEAK LOOKOUT HOUSE           APPROX.11.2 KM 1874355.1 |
 QA0841| CD5853 KRASSAL RM 2                         12.483 METERS 26246     |
 QA0841|---------------------------------------------------------------------|
 QA0841
 QA0841                          SUPERSEDED SURVEY CONTROL
 QA0841
 QA0841  NAD 83(1986)-  44 58 07.84018(N)    115 45 16.15095(W) AD(       ) 2
 QA0841  NAD 27      -  44 58 08.20255(N)    115 45 12.71181(W) AD(       ) 2
 QA0841  NGVD 29 (07/19/86) 1780.     (m)         5840.     (f) VERT ANG       
 QA0841
 QA0841.Superseded values are not recommended for survey control.
 QA0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0841.See file dsdata.txt to determine how the superseded data were derived.
 QA0841
 QA0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK9821980244(NAD 83)
 QA0841_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QA0841_SETTING: 66 = SET IN ROCK OUTCROP
 QA0841
 QA0841  HISTORY     - Date     Condition        Report By
 QA0841  HISTORY     - 1966     MONUMENTED       CGS
 QA0841
 QA0841                          STATION DESCRIPTION
 QA0841
 QA0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (CAA)
 QA0841'THE STATION IS LOCATED ABOUT 13 MILES WEST OF YELLOW PINE,
 QA0841'17 MILES EAST-NORTHEAST OF MC CALL, 2 MILES WEST OF THE USFS
 QA0841'KRASSEL GUARD STATION, ON A LOW PARTIALLY TIMBERED KNOB AND AT
 QA0841'THE SITE OF AN OLD DESTROYED LOOKOUT HOUSE.
 QA0841'
 QA0841'TO REACH THE STATION FROM THE POST OFFICE IN YELLOW PINE, GO SOUTH
 QA0841'FOR 0.25 MILE TO A CROSSROAD.  TURN RIGHT AND GO WESTERLY
 QA0841'ON THE MAIN GRAVELED ROAD FOR 14.5 MILES TO A SIDE ROAD
 QA0841'LEFT AT A SIGN 4 KRASSEL G.S.  TURN LEFT AND GO SOUTHERLY ON
 QA0841'THE MAIN GRAVELED ROAD FOR 3.7 MILES TO THE GUARD STATION ON
 QA0841'THE LEFT AND A FOOT BRIDGE ON THE RIGHT, AND THE END OF TRUCK
 QA0841'TRAVEL.  CROSS OVER THE FOOT BRIDGE AND FOLLOW THE FOREST
 QA0841'SERVICE TRAIL WESTERLY FOR ABOUT 2-1/2 HOURS TO THE LOW KNOB
 QA0841'AND THE STATION ABOUT 75 FEET LEFT OF THE TRAIL.
 QA0841'
 QA0841'THE STATION MARK IS A STANDARD DISK STAMPED KRASSEL 1966,
 QA0841'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 QA0841'2 INCHES AND NEAR THE SOUTH END OF THE KNOB.
 QA0841'
 QA0841'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KRASSEL NO 1
 QA0841'1966, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 QA0841'4 INCHES.  IT IS AT THE SOUTHEAST END OF THE KNOB AND ABOUT
 QA0841'1 FOOT HIGHER THAN THE STATION.
 QA0841'
 QA0841'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KRASSEL NO 2
 QA0841'1966, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 QA0841'2 INCHES.  IT IS AT THE SOUTHWEST EDGE OF THE KNOB AND ABOUT
 QA0841'3 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1607 ***********************************************************************
 NU1607  DESIGNATION -  KRESS
 NU1607  PID         -  NU1607
 NU1607  STATE/COUNTY-  ID/POWER
 NU1607  USGS QUAD   -  ROY NE (1973)
 NU1607
 NU1607                         *CURRENT SURVEY CONTROL
 NU1607  ___________________________________________________________________
 NU1607* NAD 83(1992)-  42 24 01.42648(N)    112 49 46.53812(W)     ADJUSTED  
 NU1607* NAVD 88     -      1612.0    (meters)    5289.     (feet)  VERTCON   
 NU1607  ___________________________________________________________________
 NU1607  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 NU1607  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 NU1607
 NU1607  HORZ ORDER  -  SECOND
 NU1607
 NU1607.The horizontal coordinates were established by classical geodetic methods
 NU1607.and adjusted by the National Geodetic Survey in July 1992..
 NU1607
 NU1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 NU1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NU1607
 NU1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU1607
 NU1607.The geoid height was determined by GEOID03.
 NU1607
 NU1607;                    North         East     Units Scale Factor Converg.
 NU1607;SPC ID E     -    81,706.845   145,424.390   MT  0.99998400   -0 26 49.3
 NU1607;UTM  12      - 4,695,854.681   349,428.609   MT  0.99987895   -1 14 02.2
 NU1607
 NU1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU1607!SPC ID E     -   0.99974940  x   0.99998400  =   0.99973340
 NU1607!UTM  12      -   0.99974940  x   0.99987895  =   0.99962838
 NU1607
 NU1607|---------------------------------------------------------------------|
 NU1607| PID    Reference Object                     Distance      Geod. Az  |
 NU1607|                                                           dddmmss.s |
 NU1607| CM5015 KRESS RM 1                            9.518 METERS 04805     |
 NU1607| NU1608 WINDMILL 2 MI E OF KRESS            APPROX. 3.0 KM 0865345.4 |
 NU1607| CM5016 KRESS RM 2                            6.732 METERS 11739     |
 NU1607|---------------------------------------------------------------------|
 NU1607
 NU1607                          SUPERSEDED SURVEY CONTROL
 NU1607
 NU1607  NAD 83(1986)-  42 24 01.42630(N)    112 49 46.53372(W) AD(       ) 2
 NU1607  NAD 27      -  42 24 01.73250(N)    112 49 43.57923(W) AD(       ) 2
 NU1607  NGVD 29 (07/19/86) 1610.9    (m)         5285.     (f) VERT ANG       
 NU1607
 NU1607.Superseded values are not recommended for survey control.
 NU1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1607.See file dsdata.txt to determine how the superseded data were derived.
 NU1607
 NU1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM4942995855(NAD 83)
 NU1607_MARKER: DS = TRIANGULATION STATION DISK
 NU1607_SETTING: 80 = SET IN A BOULDER
 NU1607_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NU1607_STAMPING: KRESS 1968
 NU1607_MARK LOGO: USGS  
 NU1607_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1607+STABILITY: SURFACE MOTION
 NU1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU1607+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1993
 NU1607
 NU1607  HISTORY     - Date     Condition        Report By
 NU1607  HISTORY     - 1968     MONUMENTED       USGS
 NU1607  HISTORY     - 19930410 GOOD             LOCENG
 NU1607
 NU1607                          STATION DESCRIPTION
 NU1607
 NU1607'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JJW)
 NU1607'LOCATED ABOUT 14 MI. (AIRLINE) SW. OF ARBON.  ABOUT 12.5 MI.
 NU1607'S. OF ROCKLAND.  2.5 MI. N. OF ROY STATION.  ON THE W. SIDE OF
 NU1607'HIGHWAY 37.  ON THE E. END OF A HIGH BUTTE.
 NU1607'
 NU1607'TO REACH FROM ROCKLAND P.O. PROCEED S. ON HIGHWAY 37 FOR 13.35
 NU1607'MI. (0.1 MI. N. OF T-RD. W.) TO EW.-NS. FENCE CORNER ON
 NU1607'W. SIDE OF RD.  TURN RIGHT (W.) INTO STUBBLE FIELD ON S. SIDE OF
 NU1607'FENCE (STAY AS CLOSE TO FENCE AS POSSIBLE) AND PROCEED 0.3 MI.
 NU1607'TO GATE IN FENCE.  TURN RIGHT (N.) THROUGH GATE ONTO DIM RD.
 NU1607'AND PROCEED 0.4 MI. TO E.-W. FENCE IN DRAW.  TURN RIGHT (E.)
 NU1607'ALONG S. SIDE OF FENCE AND PROCEED UPHILL (4-WHEEL DRIVE
 NU1607'NEEDED) FOR 0.4 MI. TO POINT OF RIDGE AND STATION.
 NU1607'
 NU1607'NOTE--PERSMISSION TO REACH STATION KRESS SHOULD BE OBTAINED
 NU1607'FROM HOMER KRESS WHO LIVES AT THE BASE OF THE STATION HILL
 NU1607'ON THE N. SIDE.
 NU1607'
 NU1607'STATION MARK--A STANDARD USGS TABLET STAMPED KRESS 1968
 NU1607'CEMENTED IN A LARGE BOULDER.
 NU1607'
 NU1607'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED
 NU1607'NO 1 1968 CEMENTED IN ROCK 1.35 FT. BELOW STATION MARK.
 NU1607'
 NU1607'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED
 NU1607'NO 2 1968 CEMENTED IN ROCK 0.60 FT. BELOW STATION MARK.
 NU1607'
 NU1607'AZIMUTH MARK IS THE CENTERLINE OF A WINDMILL E. OF STATION
 NU1607'ABOUT 2 MI.
 NU1607
 NU1607                          STATION RECOVERY (1993)
 NU1607
 NU1607'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (BW)
 NU1607'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0399 ***********************************************************************
 PY0399  DESIGNATION -  KUEHL
 PY0399  PID         -  PY0399
 PY0399  STATE/COUNTY-  ID/FREMONT
 PY0399  USGS QUAD   -  WARM RIVER (1965)
 PY0399
 PY0399                         *CURRENT SURVEY CONTROL
 PY0399  ___________________________________________________________________
 PY0399* NAD 83(1992)-  44 04 41.63230(N)    111 20 57.91667(W)     ADJUSTED  
 PY0399* NAVD 88     -      1715.965  (meters)    5629.80   (feet)  POSTED    
 PY0399  ___________________________________________________________________
 PY0399  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 PY0399  GEOID HEIGHT-         -10.24  (meters)                     GEOID03
 PY0399  DYNAMIC HT  -        1715.040 (meters)    5626.76  (feet)  COMP
 PY0399  MODELED GRAV-     980,021.3   (mgal)                       NAVD 88
 PY0399
 PY0399  HORZ ORDER  -  FIRST
 PY0399  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PY0399
 PY0399.The horizontal coordinates were established by classical geodetic methods
 PY0399.and adjusted by the National Geodetic Survey in July 1992..
 PY0399
 PY0399.The orthometric height was determined by differential leveling
 PY0399.and adjusted by the National Geodetic Survey in 1992..
 PY0399.No vertical observational check was made to the station.
 PY0399.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PY0399.was located on a no-check spur therefore a value was not computed.
 PY0399
 PY0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0399
 PY0399.The geoid height was determined by GEOID03.
 PY0399
 PY0399.The dynamic height is computed by dividing the NAVD 88
 PY0399.geopotential number by the normal gravity value computed on the
 PY0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0399.degrees latitude (g = 980.6199 gals.).
 PY0399
 PY0399.The modeled gravity was interpolated from observed gravity values.
 PY0399
 PY0399;                    North         East     Units Scale Factor Converg.
 PY0399;SPC ID E     -   268,212.005   265,458.581   MT  1.00000005   +0 34 06.7
 PY0399;UTM  12      - 4,880,621.213   472,022.289   MT  0.99960963   -0 14 35.1
 PY0399
 PY0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0399!SPC ID E     -   0.99973261  x   1.00000005  =   0.99973266
 PY0399!UTM  12      -   0.99973261  x   0.99960963  =   0.99934234
 PY0399
 PY0399|---------------------------------------------------------------------|
 PY0399| PID    Reference Object                     Distance      Geod. Az  |
 PY0399|                                                           dddmmss.s |
 PY0399| CN4706 KUEHL RM 1                            8.517 METERS 08926     |
 PY0399| CN4705 KUEHL AZ MK                                        2274651.0 |
 PY0399| PY1164 ASHTON MUNICIPAL TANK               APPROX. 7.4 KM 2635339.5 |
 PY0399| CN4707 KUEHL RM 2                            8.484 METERS 26929     |
 PY0399|---------------------------------------------------------------------|
 PY0399
 PY0399                          SUPERSEDED SURVEY CONTROL
 PY0399
 PY0399  NAD 83(1986)-  44 04 41.63181(N)    111 20 57.89555(W) AD(       ) 1
 PY0399  NAD 27      -  44 04 41.93900(N)    111 20 55.06100(W) AD(       ) 1
 PY0399  NGVD 29 (??/??/92) 1714.824  (m)         5626.05   (f) ADJ UNCH    2 0
 PY0399
 PY0399.Superseded values are not recommended for survey control.
 PY0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0399.See file dsdata.txt to determine how the superseded data were derived.
 PY0399
 PY0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP7202280621(NAD 83)
 PY0399_MARKER: DS = TRIANGULATION STATION DISK
 PY0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0399_STAMPING: KUEHL 1946
 PY0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0399+STABILITY: SURFACE MOTION
 PY0399
 PY0399  HISTORY     - Date     Condition        Report By
 PY0399  HISTORY     - 1946     MONUMENTED       CGS
 PY0399  HISTORY     - 1946     GOOD             CGS
 PY0399  HISTORY     - 1954     GOOD             IDDT
 PY0399  HISTORY     - 1964     GOOD             USGS
 PY0399  HISTORY     - 1981     GOOD             NGS
 PY0399  HISTORY     - 1981     GOOD             NGS
 PY0399
 PY0399                          STATION DESCRIPTION
 PY0399
 PY0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 PY0399'THE STATION IS LOCATED ON A HIGH PROMINENT RIDGE IN A CULTIVATED
 PY0399'AREA, ABOUT 5 MILES, AIRLINE, EAST BY NORTH OF ASHTON, 5-1/2
 PY0399'MILES, AIRLINE, NORTH OF DRUMMOND, AND 2 MILES, AIRLINE SOUTHWEST
 PY0399'OF WARM RIVER.  THERE IS A HIGHER POINT ON THE RIDGE ABOUT 25
 PY0399'YARDS NORTHEAST OF THE STATION.
 PY0399'
 PY0399'THE STATION MARK IS A STANDARD DISC SET IN THE TOP OF A 10
 PY0399'INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS IN
 PY0399'AN EAST-WEST FENCE LINE AND IS STAMPED KUEHL 1946.
 PY0399'
 PY0399'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF A
 PY0399'10 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 PY0399'THE SURFACE OF THE GROUND AND IS APPROXIMATELY THE SAME
 PY0399'ELEVATION AS THE STATION MARK.  IT IS IN AN EAST-WEST FENCE LINE
 PY0399'AND IS STAMPED KUEHL NO 1 1946.
 PY0399'
 PY0399'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF A
 PY0399'10 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND IS
 PY0399'APPROXIMATELY.  IT IS IN AN EAST-WEST FENCE LINE AND IS STAMPED
 PY0399'KUEHL NO 2 1946.
 PY0399'
 PY0399'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN THE EAST END
 PY0399'OF A CONCRETE CULVERT ON U.S. HIGHWAY NO. 191.  IT IS 36 FEET
 PY0399'SOUTH OF TELEPHONE POLE NO. 3, AND 0.2 MILE NORTH OF THE POINT
 PY0399'WHERE THE HIGHWAY TURNS TO THE NORTH.  IT IS STAMPED KUEHL
 PY0399'1946.
 PY0399'
 PY0399'THE SUBSTITUTE CONTROL STATION IS A SOUTHWEST FENCE CORNER,
 PY0399'249.7 FEET, 75.11 METERS WEST OF THE STATION AND APPROXIMATELY
 PY0399'3 FEET LOWER.  THE CENTER OF THE TOP OF THE POST WAS USED WHICH
 PY0399'IS 1.372 METERS ABOVE THE BASE OF THE POST AT THE SURFACE
 PY0399'OF THE GROUND.
 PY0399'
 PY0399'TO REACH THE STATION FROM THE DEPOT IN ASHTON GO EAST ON U.S.
 PY0399'HIGHWAY NO. 191 FOR 4.9 MILES TO A POINT WHERE THE HIGHWAY
 PY0399'MAKES A SHARP TURN TO THE NORTH.  CONTINUE ON THE HIGHWAY NORTH
 PY0399'FOR 0.2 TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR
 PY0399'0.35 MILE.  TURN LEFT ACROSS COUNTRY FOR 0.2 MILE TO THE STATION.
 PY0399
 PY0399                          STATION RECOVERY (1946)
 PY0399
 PY0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 PY0399'5.3 MI E FROM ASHTON.
 PY0399'5.3 MILES EAST ALONG U.S. HIGHWAY 191 FROM ASHTON FREMONT COUNTY, 0.6
 PY0399'MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST TO FALL RIVER
 PY0399'A.S., 0.6 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING EAST TO CAVE
 PY0399'FALLS, 0.2 MILE WEST OF THE HIGHWWAY, ON A HIGH PROMINENT RIDGE IN A
 PY0399'CULTIVATED AREA, AT A POWER-TRANSMISSION LINE JUNCTION, 240 FEET EAST
 PY0399'OF THE INTERSECTION OF NORTH-AND-SOUTH AND EAST-AND-WEST FENCES, 75
 PY0399'FEET SOUTHWEST OF A HIGHER POINT ON THE RIDGE, AND IN AN EAST-AND-WEST
 PY0399'FENCE LINE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED KUEHL 1946
 PY0399'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PY0399'GROUND.
 PY0399
 PY0399                          STATION RECOVERY (1954)
 PY0399
 PY0399'RECOVERY NOTE BY ID DEPT OF TRANSP 1954 (CL)
 PY0399'LETTER OF MR. THOMAS M. DUNN, RES. ENGR., IDAHO DEPARTMENT
 PY0399'OF HIGHWAYS DATED FEBRUARY 2, 1955--
 PY0399'
 PY0399'THE AZIMUTH MARK WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 PY0399
 PY0399                          STATION RECOVERY (1964)
 PY0399
 PY0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PY0399'U.S. HIGHWAY 191 MENTIONED IN THE --TO REACH--
 PY0399'DESCRIPTION IS NOW DESIGNATED AS STATE HIGHWAY 47.
 PY0399'
 PY0399'STATION MARK--A STANDARD DISK STAMPED---KUEHL 1946---, SET IN THE
 PY0399'TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 PY0399
 PY0399                          STATION RECOVERY (1981)
 PY0399
 PY0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 PY0399'THE STATION REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED IN
 PY0399'GOOD CONDITION.  IN THE ORIGINAL DESCRIPTION THERE WAS A DIRECTION
 PY0399'SWAPPED, A LEFT FOR A RIGHT.  THE DISTANCE TO RM 2 DIFFERED BY
 PY0399'.011 METER A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 PY0399'
 PY0399'THE STATION IS LOCATED ABOUT 5 MILES EAST OF ASHTON, ON A RIDGE, IN A
 PY0399'FENCE LINE BETWEEN PROPERTY OWNED BY GLEN BARR AND PRESTON ATCHLEY.
 PY0399'THEY ARE BOTH FROM ASHTON.  THE MARK IS ABOUT 20 METERS WSW OF THE
 PY0399'HIGHEST PART OF THE RIDGE.
 PY0399'
 PY0399'TO REACH THE STATION FROM THE POST OFFICE IN ASHTON GO EAST ON
 PY0399'HIGHWAY 47 FOR 4.5 MILES TO WHERE THE ROAD TURNS TO THE NORTH AND
 PY0399'AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH AND NORTHEAST ON HIGHWAY 47
 PY0399'FOR 0.9 MILE TO END OF TRUCK TRAVEL.  PACK SOUTH ALONG FENCE LINE TO
 PY0399'A CORNER AND THEN EAST ABOUT 70 METERS TO THE STATION.
 PY0399'
 PY0399'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 PY0399'STAMPED---KUEHL 1946---SET INTO THE TOP OF A SQUARE CONCRETE
 PY0399'MONUMENT 25 CM (9.8 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED
 PY0399'70.2 METERS (230 FEET) E FROM A FENCE CORNER, 0.8 METER (3 FEET) E
 PY0399'FROM A METAL WITNESS POST, AND 0.1 METER (0.3 FOOT) S FROM A FENCE.
 PY0399'
 PY0399'REFERENCE MARK NO. 1 IS A STANDARD  US COAST AND GEODTIC SURVEY DISK
 PY0399'STAMPED---KUEHL 1946 NO 1---SET INTO THE TOP OF A SQUARE CONCRETE
 PY0399'MONUMENT 25 CM (9.8 INCHES) ON SIDE PROJECTING 5 CM (2.0 INCHES) ABOVE
 PY0399'THE GROUND LOCATED 78.7 METERS (258 FEET) E FROM A FENCE CORNER,
 PY0399'9.3 METER (31 FEET) E FROM A METAL WITNESS POST, 0.15 METER
 PY0399'(0.5 FOOT) N FROM A FENCE, AND 0.2 METER (1 FOOT) HIGHER THAN THE
 PY0399'STATION.
 PY0399'
 PY0399'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 PY0399'NOS) DISK STAMPED---KUEHL NO 2 1946---SET INTO THE TOP OF A SQUARE
 PY0399'CONCRETE MONUMENT 25 CM (9.8 INCHES) ON SIDE PROJECTING 6 CM (2.4
 PY0399'INCHES) ABOVE THE GROUND LOCATED 61.7 METERS (202 FEET) E FROM A
 PY0399'FENCE CORNER, 7.70 METERS (25.3 FEET) W FROM A METAL WITNESS POST,
 PY0399'0.10 METER (0.3 FOOT) S FROM A FENCE, AND 0.2 METER (1 FOOT) LOWER
 PY0399'THAN THE STATION.
 PY0399'
 PY0399'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 PY0399'STAMPED---KUEHL 1946 1981---SET INTO THE TOP OF A ROUND CONCRETE
 PY0399'MONUMENT 30 CM (11.8 INCHES) IN DIAMETER PROJECTING 4 CM (1.6 INCHES)
 PY0399'ABOVE THE GROUND LOCATED 10.80 METERS (35.4 FEET) S FROM THE
 PY0399'CENTERLINE OF HIGHWAY 47, 6.80 METERS (22.3 FEET) N FROM THE
 PY0399'CENTERLINE OF AN EAST-WEST ROAD, 1.70 METERS (5.6 FEET) NE FROM A
 PY0399'POWER POLE, AND 0.35 METER (1.1 FEET) N FROM A METAL WITNESS POST.
 PY0399'
 PY0399'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN ASHTON GO EAST ON
 PY0399'STATE HIGHWAY 47 FOR 4.5 MILES TO WHERE MAIN HIGHWAY TURNS NORTH AND
 PY0399'THE MARK ON THE RIGHT IN THE TRIANGLE FORMED BY THE FORKS IN THE ROAD.
 PY0399
 PY0399                          STATION RECOVERY (1981)
 PY0399
 PY0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PY0399'REACHED FROM THE POST OFFICE IN ASHTON BY GOING EAST ON HIGHWAY 47
 PY0399'4.5 MILES TO A FORK, TURN LEFT AND GO 0.9 MILE TO END OF TRUCK
 PY0399'TRAVEL. PACK SOUTH ALONG FENCE LINE TO A CORNER THEN GO EAST ALONG
 PY0399'FENCE 71 METERS TO THE MARK. IT IS IN THE FENCE LINE, 20 METERS WSW
 PY0399'FROM THE HIGHEST PART OF THE HILL 8.51 METERS WEST OF REFERENCE MARK
 PY0399'2 , 8.51 EAST OF REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1340 ***********************************************************************
 OH1340  DESIGNATION -  KUNA
 OH1340  PID         -  OH1340
 OH1340  STATE/COUNTY-  ID/ADA
 OH1340  USGS QUAD   -  KUNA (1992)
 OH1340
 OH1340                         *CURRENT SURVEY CONTROL
 OH1340  ___________________________________________________________________
 OH1340* NAD 83(1994)-  43 26 44.00501(N)    116 26 52.01433(W)     ADJUSTED  
 OH1340* NAVD 88     -       986.6    (meters)    3237.     (feet)  VERTCON   
 OH1340  ___________________________________________________________________
 OH1340  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 OH1340  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 OH1340
 OH1340  HORZ ORDER  -  SECOND
 OH1340
 OH1340.The horizontal coordinates were established by classical geodetic methods
 OH1340.and adjusted by the National Geodetic Survey in June 1998..
 OH1340
 OH1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1340
 OH1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1340
 OH1340.The geoid height was determined by GEOID03.
 OH1340
 OH1340;                    North         East     Units Scale Factor Converg.
 OH1340;SPC ID W     -   197,829.771   743,518.734   MT  0.99997256   -0 28 47.5
 OH1340;UTM  11      - 4,810,443.150   544,683.845   MT  0.99962456   +0 22 47.1
 OH1340
 OH1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1340!SPC ID W     -   0.99984799  x   0.99997256  =   0.99982055
 OH1340!UTM  11      -   0.99984799  x   0.99962456  =   0.99947261
 OH1340
 OH1340:                Primary Azimuth Mark                     Grid Az
 OH1340:SPC ID W     -  KUNA MUNICIPAL TANK                      028 17 04.1
 OH1340:UTM  11      -  KUNA MUNICIPAL TANK                      027 25 29.5
 OH1340
 OH1340|---------------------------------------------------------------------|
 OH1340| PID    Reference Object                     Distance      Geod. Az  |
 OH1340|                                                           dddmmss.s |
 OH1340| OH1339 KUNA MUNICIPAL TANK                 APPROX. 5.6 KM 0274816.6 |
 OH1340| OH1342 KUNA AZ MK TPT                      356.578 METERS 09158     |
 OH1340| OH1341 KUNA AZ MK                          362.396 METERS 09158     |
 OH1340| CD5854 KUNA RM 1                             5.347 METERS 17816     |
 OH1340| CD5855 KUNA RM 2                             5.105 METERS 27720     |
 OH1340|---------------------------------------------------------------------|
 OH1340
 OH1340                          SUPERSEDED SURVEY CONTROL
 OH1340
 OH1340  NAD 83(1992)-  43 26 44.00501(N)    116 26 52.01433(W) AD(       ) 2
 OH1340  NAD 83(1986)-  43 26 44.00505(N)    116 26 52.01130(W) AD(       ) 2
 OH1340  NAD 27      -  43 26 44.41362(N)    116 26 48.57197(W) AD(       ) 2
 OH1340  NGVD 29 (07/19/86)  985.6    (m)         3234.     (f) VERT ANG       
 OH1340
 OH1340.Superseded values are not recommended for survey control.
 OH1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1340.See file dsdata.txt to determine how the superseded data were derived.
 OH1340
 OH1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4468410443(NAD 83)
 OH1340_MARKER: DB = BENCH MARK DISK
 OH1340_SETTING: 80 = SET IN A BOULDER
 OH1340_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OH1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1340+STABILITY: SURFACE MOTION
 OH1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1340+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 OH1340
 OH1340  HISTORY     - Date     Condition        Report By
 OH1340  HISTORY     - 1947     MONUMENTED       USGS
 OH1340  HISTORY     - 1956     GOOD             USGS
 OH1340  HISTORY     - 1959     GOOD             CGS
 OH1340  HISTORY     - 1959     GOOD             USGS
 OH1340  HISTORY     - 1977     GOOD             LOCENG
 OH1340  HISTORY     - 1978     GOOD             NGS
 OH1340  HISTORY     - 1979     GOOD             NGS
 OH1340  HISTORY     - 20050925 GOOD             ID0160
 OH1340
 OH1340                          STATION DESCRIPTION
 OH1340
 OH1340'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 OH1340'STATION MARK--A USGS BENCH MARK DISK, STAMPED---KUNA 1947---,
 OH1340'CEMENTED IN A DRILL HOLE IN A BOULDER 18 BY 30 IN. AND PROJECTING
 OH1340'5 IN.
 OH1340
 OH1340                          STATION RECOVERY (1959)
 OH1340
 OH1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG)
 OH1340'STATION IS LOCATED, AIRLINE, ABOUT 6-1/3 MILES NORTHEAST
 OH1340'OF MELBA, 4-2/3 MILES WEST OF MORA, 3-1/2 MILES SOUTH OF KUNA
 OH1340'AND ON THE HIGHEST POINT OF A HILL LOCALLY KNOWN AS KUNA
 OH1340'BUTTE.
 OH1340'
 OH1340'TO REACH FROM THE U.S. POST OFFICE IN KUNA, GO EASTERLY ON
 OH1340'THE HIGHWAY FOR 0.35 MILE TO WHERE THE HIGHWAY TURNS LEFT.
 OH1340'CONTINUE STRAIGHT AHEAD ON A GRAVELED ROAD FOR 1.2 MILES TO
 OH1340'A BRIDGE OVER A CANAL.  CONTINUE 2.2 MILES TO A SIDE ROAD ON
 OH1340'THE RIGHT.  TURN RIGHT, WESTERLY, ON A BLADED ROAD, AND GO
 OH1340'0.8 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.1 MILE TO
 OH1340'A FORK.  TAKE THE LEFT FORK AND GO 0.75 MILE TO A CROSS
 OH1340'ROAD.  TURN RIGHT, UP HILL, AND GO 0.1 MILE, TURN LEFT AND
 OH1340'FOLLOW A DIM TRACK ROAD FOR 0.15 MILE TO THE HIGHEST POINT
 OH1340'AND THE STATION.
 OH1340'
 OH1340'STATION MARK IS A USGS BENCH MARK DISK, STAMPED KUNA 1947,
 OH1340'CEMENTED IN A DRILL HOLE IN A BOULDER 18 BY 30 INCHES AND
 OH1340'PROJECTING 5 INCHES.  IT IS 17.7 FEET NORTH OF A WITNESS
 OH1340'POST.
 OH1340'
 OH1340'REFERENCE MARK NUMBER 1, STAMPED NO. 1, IS A USGS REFERENCE
 OH1340'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER 12 BY 14
 OH1340'INCHES, PROJECTING 15 INCHES AND 3 FEET NORTHEAST OF A WITNESS
 OH1340'POST.
 OH1340'
 OH1340'REFERENCE MARK NUMBER 2, STAMPED NO. 2, IS A USGS REFERENCE
 OH1340'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER 6 FEET SQUARE,
 OH1340'PROJECTING 6 INCHES AND 22 FEET NORTHWEST OF A WITNESS POST.
 OH1340'
 OH1340'AZIMUTH MARK, STAMPED KUNA 1959, IS A STANDARD USC AND GS
 OH1340'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 OH1340'PROJECTS 4 INCHES.  IT IS 15 FEET NORTH OF THE CENTERLINE
 OH1340'OF THE TRACK ROAD AND 0.2 MILE EAST OF THE STATION.
 OH1340
 OH1340                          STATION RECOVERY (1959)
 OH1340
 OH1340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 OH1340'LOCATED ABOUT 6.3 MI. E. OF MELBA, 4.7 MI. W. OF MORA, AND 3.4 MI. S.
 OH1340'OF KUNA, ON THE HIGH POINT OF A LARGE IRREGULAR HILL MASS REFERRED TO
 OH1340'LOCALLY AS KUNA BUTTE.
 OH1340'
 OH1340'TO REACH FROM KUNA POST OFFICE, DRIVE E. ON MAIN STREET 0.2 MI. TO A
 OH1340'CURVE IN PAVED HIGHWAY LEADING S., TURN S. 0.1 MI. TO CURVE IN PAVED
 OH1340'HIGHWAY LEADING E., LEAVE PAVED HIGHWAY AND CONTINUE S. ON GRAVELED
 OH1340'RD. 1.3 MI. TO BRIDGE OVER DITCH, CROSS BRIDGE AND CONTINUE S. 2.3
 OH1340'MI. TO RD. FORKS, TAKE RIGHT FORK 0.3 MI. TO RD. JUNCTION, CONTINUE
 OH1340'W. 0.3 MI. TO CROSSROADS, CONTINUE STRAIGHT AHEAD (W.) 0.3 MI. TO RD.
 OH1340'FORKS NEAR GRAVEL PIT, TAKE LEFT FORK 0.1 MI. TO SECOND RD. FORKS,
 OH1340'TAKE LEFT FORK (W.) 0.8 MI. TO A DIM CROSSROADS, TURN RIGHT AND FOLLOW
 OH1340'TRACK RD. TO TOP OF RIDGE, TURN LEFT AND FOLLOW RIDGE LINE 0.2 MI. TO
 OH1340'STATION.
 OH1340'
 OH1340'STATION MARK--STANDARD TABLET STAMPED---KUNA 1947---, CEMENTED IN
 OH1340'SOLID ROCK OUTCROP.
 OH1340'
 OH1340'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 OH1340'---NO 1---, CEMENTED IN SOLID ROCK OUTCROP, 17.54 FT. FROM STATION
 OH1340'MARK IN BEARING S 1 DEG. 43 MIN. E.
 OH1340'
 OH1340'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 OH1340'---NO 2---, CEMENTED IN SOLID ROCK OUTCROP, 16.77 FT. FROM STATION
 OH1340'MARK IN BEARING N 82 DEG. 37 MIN. W.
 OH1340
 OH1340                          STATION RECOVERY (1977)
 OH1340
 OH1340'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JJP)
 OH1340'KUNA 1947 RECOVERED FAIR.  ALL MORTAR IS GONE.  DISK IS SLIGHTLY
 OH1340'BENT ON WEST SIDE FROM AN ATTEMPT TO PRY IT OUT OF ROCK.  DISK IS
 OH1340'STILL FIRM.
 OH1340'
 OH1340'NO 1 RECOVERED GOOD.
 OH1340'
 OH1340'NO 2 RECOVERED GOOD.  MOST OF THE MORTAR IS GONE.
 OH1340'
 OH1340'KUNA 1959 (AZIMUTH MARK) RECOVERED EXCELLENT.
 OH1340'
 OH1340'ALL MARKS RECOVERED AS DESCRIBED.  TO REACH INSTRUCTIONS SHOULD
 OH1340'READ--FROM POST OFFICE IN KUNA GO EAST AND SOUTH ON STATE HIGHWAY 69
 OH1340'FOR 0.3 MILE TO WHERE HIGHWAY TURNS EAST.  CONTINUE SOUTH FOR 1.2
 OH1340'MILES TO BRIDGE OVER CANAL.  (REMINDER OF 1959 INSTRUCTIONS ARE
 OH1340'ADEQUATE).
 OH1340'
 OH1340'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 OH1340'SOUTH-SOUTHWEST OF KUNA.
 OH1340
 OH1340                          STATION RECOVERY (1978)
 OH1340
 OH1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OH1340'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 OH1340'RECOVERED.  IT WAS EVIDENT THAT ATTEMPTS HAD BEEN MADE TO PRY THE
 OH1340'STATION MARK, AND THE REFERENCE MARKS OUT OF THEIR BOULDERS,
 OH1340'ADDITIONAL CONCRETE WAS PLACED AROUND THE STATION MARK, AND THE
 OH1340'REFERENCE MARKS IN AN EFFORT TO DISCOURAGE SUCH ACTION.  ROADS
 OH1340'HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 OH1340'
 OH1340'TO REACH THE STATION FROM THE KUNA POST OFFICE, GO EAST, AND SOUTH
 OH1340'ON STATE HIGHWAY 69 FOR 0.3 MILE TO WHERE THE HIGHWAY CURVES EAST
 OH1340'AGAIN, CONTINUE SOUTH ON LINDER ROAD, FOR 0.2 MILE TO THE RAILROAD
 OH1340'CROSSING, CONTINUE SOUTH ON LINDER ROAD, AND SWAN FALLS ROAD FOR
 OH1340'1.1 MILES TO WHERE THE ROAD CROSSES A CANAL, CONTINUE SOUTH ON
 OH1340'SWAN FALLS ROAD FOR 1.9 MILES TO A CROSSROAD, WHERE BARKER ROAD
 OH1340'CROSSES SWAN FALLS ROAD, AND A POWER LINE BRACE WIRE OVER SWAN
 OH1340'FALLS ROAD.  CONTINUE SOUTH ON SWAN FALLS ROAD FOR 0.6 MILE TO A
 OH1340'SIDE ROAD RIGHT, TURN RIGHT, AND GO NORTHWEST ON THE MAIN TRAVELED
 OH1340'ROAD FOR 1.1 MILES TO A GRAVELED PIT ON THE RIGHT, PASS THRU THE
 OH1340'WEST END OF THE GRAVEL PIT, CONTINUE NORTHWEST ON THE MAIN TRAVELED
 OH1340'ROAD FOR 0.2 MILE TO A LESS TRAVELED SIDE ROAD LEFT, TURN LEFT,
 OH1340'AND GO WEST ON THE CREST OF THE RIDGE FOR 0.5 MILE TO THE AZIMUTH
 OH1340'MARK ON THE RIGHT, CONTINUE WEST ON THE CREST OF THE RIDGE FOR
 OH1340'0.2 MILE TO THE STATION AT THE END OF THE ROAD.
 OH1340'
 OH1340'THE STATION MARK, STAMPED KUNA 1947, IS A U.S. GEOLOGICAL SURVEY
 OH1340'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER
 OH1340'THAT PROJECTS 4-INCHES, 28 FEET NORTH OF THE RIM OF THE BLUFF, AND
 OH1340'5 FEET SOUTHWEST OF A METAL WITNESS POST.
 OH1340'
 OH1340'REFERENCE MARK NO. 1, STAMPED NO 1, IS A U.S.G.S. REFERENCE MARK DISK
 OH1340'CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT BOULDER THAT PROJECTS
 OH1340'2-INCHES, 10 FEET NORTH OF THE RIM, AND LEVEL WITH THE STATION.
 OH1340'
 OH1340'REFERENCE MARK NO. 2, STAMPED NO 2, IS A U.S.G.S. REFERENCE MARK DISK
 OH1340'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER THAT PROJECTS
 OH1340'6-INCHES, 20 FEET WEST OF THE WITNESS POST, AND 18 FEET NORTHEAST
 OH1340'OF THE RIM.
 OH1340'
 OH1340'THE AZIMUTH MARK, STAMPED KUNA 1959, IS A STANDARD DISK SET IN A
 OH1340'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES, 23 FEET
 OH1340'NORTH OF THE CENTER OF AND 1.5 FEET SOUTH OF A METAL WITNESS
 OH1340'POST.
 OH1340'
 OH1340'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SSW OF
 OH1340'KUNA.
 OH1340
 OH1340                          STATION RECOVERY (1979)
 OH1340
 OH1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1340'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE
 OH1340'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 OH1340'DIRECTION TO ALL MARKS CHECKED THE 1959 DATA.
 OH1340'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF KUNA, 9 MILES
 OH1340'SOUTHEAST OF NAMPA AND 5 MILES NORTHWEST OF MELBA.  IT IS ON
 OH1340'THE HIGHEST GROUND IN THE IMMEDIATE AREA AND IN THE SOUTHWEST
 OH1340'1/4 OF SECTION 3, T1N, R1W.
 OH1340'
 OH1340'TO REACH THE STATION FROM THE POST OFFICE IN KUNA, GO EAST AND
 OH1340'SOUTH ON STATE HIGHWAY 69 FOR 0.25 MILE TO WHERE THE HIGHWAY TURNS
 OH1340'EAST AGAIN.  CONTINUE SOUTH ON LINDER ROAD, WHICH TURNS INTO
 OH1340'SWAN FALLS ROAD, FOR 0.2 MILE TO A RAILROAD CROSSING.  CONTINUE
 OH1340'SOUTH ON SWAN FALLS ROAD FOR 3.6 MILES TO A SIDE ROAD RIGHT.  TURN
 OH1340'RIGHT AND GO NORTHWEST FOR 1.1 MILES ON THE MAIN TRAVELED ROAD TO
 OH1340'A GRAVEL PIT.  PASS THRU THE WEST EDGE OF THE GRAVEL PIT,
 OH1340'CONTINUEING NORTHWEST FOR 0.15 MILE ON MAIN TRAVELED ROAD TO A
 OH1340'TRACK ROAD LEFT.  TURN LEFT AND GO WEST ON THE CREST OF A
 OH1340'RIDGE FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 OH1340'WEST FOR 0.2 MILE TO THE STATION AT THE END OF THE ROAD.
 OH1340'
 OH1340'THE STATION IS A STANDARD CGS BENCH MARK DISK DISK
 OH1340'STAMPED---KUNA 1947---,
 OH1340'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OH1340'8.5 METERS NORTH FROM THE RIM EDGE AND AT THE END OF A DIRT ROAD.
 OH1340'
 OH1340'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OH1340'STAMPED---NO 1---,
 OH1340'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OH1340'3.0 METERS NORTH FROM RIM EDGE AND LEVEL WITH THE STATION.
 OH1340'MARK IS LEVEL WITH STATION.
 OH1340'
 OH1340'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OH1340'STAMPED---NO 2---,
 OH1340'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 OH1340'5.5 METERS NORTHEAST FROM THE RIM EDGE.
 OH1340'MARK IS LEVEL WITH STATION.
 OH1340'
 OH1340'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 OH1340'STAMPED---KUNA 1959---,
 OH1340'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 26 CM ON A SIDE
 OH1340'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1340'0.46 METERS SOUTH FROM A METAL WITNESS POST.
 OH1340'6.9 METERS NORTH FROM THE ROAD CENTER.
 OH1340'
 OH1340'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TERRAIN
 OH1340'RESTRICTIONS.
 OH1340'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OH1340
 OH1340                          STATION RECOVERY (2005)
 OH1340
 OH1340'RECOVERY NOTE BY CITY OF BOISE IDAHO 2005 (GJW)
 OH1340'THE DISC WAS FIRMLY ATTACHED IN THE OUTCROPPINGAND LEVEL. THE
 OH1340'REFERENCE MARKS WERE SECURE IN THE OUTCROPPING AS WELL.  NOTING THE
 OH1340'PREVIOUS RECOVERY, KUNA MUST HAVE BEEN RECEMENTED BY SOMEONE AS THE
 OH1340'CEMENT APPEARED WEATHERED FROM SEVERAL YEARS EXPOSURE TO THE ELEMENTS.
 OH1340' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1341 ***********************************************************************
 OH1341  DESIGNATION -  KUNA AZ MK
 OH1341  PID         -  OH1341
 OH1341  STATE/COUNTY-  ID/ADA
 OH1341  USGS QUAD   -  KUNA (1992)
 OH1341
 OH1341                         *CURRENT SURVEY CONTROL
 OH1341  ___________________________________________________________________
 OH1341* NAD 83(1992)-  43 26 43.60311(N)    116 26 35.90716(W)     ADJUSTED  
 OH1341* NAVD 88     -       978.4    (meters)    3210.     (feet)  VERTCON   
 OH1341  ___________________________________________________________________
 OH1341  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 OH1341  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 OH1341
 OH1341  HORZ ORDER  -  SECOND
 OH1341
 OH1341.The horizontal coordinates were established by classical geodetic methods
 OH1341.and adjusted by the National Geodetic Survey in July 1992..
 OH1341
 OH1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1341
 OH1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1341
 OH1341.The geoid height was determined by GEOID03.
 OH1341
 OH1341;                    North         East     Units Scale Factor Converg.
 OH1341;SPC ID W     -   197,814.345   743,880.793   MT  0.99997206   -0 28 36.4
 OH1341;UTM  11      - 4,810,433.161   545,045.968   MT  0.99962496   +0 22 58.2
 OH1341
 OH1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1341!SPC ID W     -   0.99984928  x   0.99997206  =   0.99982134
 OH1341!UTM  11      -   0.99984928  x   0.99962496  =   0.99947429
 OH1341
 OH1341                          SUPERSEDED SURVEY CONTROL
 OH1341
 OH1341  NAD 83(1986)-  43 26 43.60314(N)    116 26 35.90420(W) AD(       ) 2
 OH1341  NAD 27      -  43 26 44.01145(N)    116 26 32.46517(W) AD(       ) 2
 OH1341  NGVD 29 (07/19/86)  977.4    (m)         3207.     (f) VERT ANG       
 OH1341
 OH1341.Superseded values are not recommended for survey control.
 OH1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1341.See file dsdata.txt to determine how the superseded data were derived.
 OH1341
 OH1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4504610433(NAD 83)
 OH1341_MARKER: DZ = AZIMUTH MARK DISK
 OH1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH1341_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OH1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH1341+STABILITY: SURFACE MOTION
 OH1341
 OH1341  HISTORY     - Date     Condition        Report By
 OH1341  HISTORY     - 1979     MONUMENTED       NGS
 OH1341
 OH1341                          STATION DESCRIPTION
 OH1341
 OH1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1341'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF KUNA
 OH1341'9-1/2
 OH1341'MILES SOUTHEAST OF NAMPA AND 4 1/2 MILES NORTHWEST OF MELBA.
 OH1341'IT IS IN THE SOUTHWEST 1/4 OF SECTION 3, T1N, R1W.
 OH1341'
 OH1341'TO REACH THE STATION FROM THE POST OFFICE IN KUNA, GO EAST AND
 OH1341'SOUTH ON STATE HIGHWAY 69 FOR 0.25 MILE TO WHERE THE HIGHWAY
 OH1341'TURNS EAST AGAIN.  CONTINUE SOUTH ON LINDER ROAD, WHICH TURNS INTO
 OH1341'SWAN FALLS ROAD, FOR 0.2 MILE TO A RAILROAD CROSSING.  CONTINUE
 OH1341'SOUTH ON SWAN FALLS ROAD FOR 3.6 MILES TO A SIDE ROAD RIGHT.  TURN
 OH1341'RIGHT AND GO NORTHWEST FOR 1.1 MILES ON THE MAIN TRAVELED ROAD TO
 OH1341'A GRAVEL PIT.  CONTINUE NORTHWEST FOR 0.15 MILE ON THE MAIN
 OH1341'TRAVELED ROAD TO A TRACK ROAD LEFT.  TURN LEFT AND GO WEST ALONG
 OH1341'THE CREST OF THE RIDGE FOR 0.5 MILE TO THE STATION ON THE
 OH1341'RIGHT.
 OH1341'
 OH1341'THE STATION IS A STANDARD CGS DISK
 OH1341'STAMPED---KUNA 1959---,
 OH1341'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 26 CM ON A SIDE
 OH1341'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 OH1341'0.46 METERS SOUTH FROM A METAL WITNESS POST.
 OH1341'6.9 METERS NORTH FROM THE APPROXIMATE CENTER OF TRACK ROAD.
 OH1341'
 OH1341'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 OH1341'MARKS ESTABLISHED.
 OH1341'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1339 ***********************************************************************
 OH1339  DESIGNATION -  KUNA MUNICIPAL TANK
 OH1339  PID         -  OH1339
 OH1339  STATE/COUNTY-  ID/ADA
 OH1339  USGS QUAD   -  KUNA (1992)
 OH1339
 OH1339                         *CURRENT SURVEY CONTROL
 OH1339  ___________________________________________________________________
 OH1339* NAD 83(1992)-  43 29 25.21007(N)    116 24 55.24033(W)     ADJUSTED  
 OH1339* NAVD 88     -       824.6    (meters)    2705.     (feet)  VERTCON   
 OH1339  ___________________________________________________________________
 OH1339  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 OH1339  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 OH1339
 OH1339  HORZ ORDER  -  THIRD
 OH1339
 OH1339.The horizontal coordinates were established by classical geodetic methods
 OH1339.and adjusted by the National Geodetic Survey in July 1992..
 OH1339
 OH1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 OH1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OH1339
 OH1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 OH1339
 OH1339.The geoid height was determined by GEOID03.
 OH1339
 OH1339;                    North         East     Units Scale Factor Converg.
 OH1339;SPC ID W     -   202,783.029   746,184.084   MT  0.99996895   -0 27 28.5
 OH1339;UTM  11      - 4,815,434.132   547,273.661   MT  0.99962749   +0 24 08.6
 OH1339
 OH1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OH1339!SPC ID W     -   0.99987339  x   0.99996895  =   0.99984234
 OH1339!UTM  11      -   0.99987339  x   0.99962749  =   0.99950092
 OH1339
 OH1339                          SUPERSEDED SURVEY CONTROL
 OH1339
 OH1339  NAD 83(1986)-  43 29 25.21006(N)    116 24 55.23758(W) AD(       ) 4
 OH1339  NAD 27      -  43 29 25.61762(N)    116 24 51.79265(W) AD(       ) 3
 OH1339  NGVD 29 (01/23/89)  823.6    (m)         2702.     (f) VERT ANG       
 OH1339
 OH1339.Superseded values are not recommended for survey control.
 OH1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH1339.See file dsdata.txt to determine how the superseded data were derived.
 OH1339
 OH1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ4727415434(NAD 83)
 OH1339_MARKER: 54 = WATER TOWER
 OH1339_SETTING: 0 = UNSPECIFIED SETTING
 OH1339_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OH1339
 OH1339  HISTORY     - Date     Condition        Report By
 OH1339  HISTORY     - 1947     FIRST OBSERVED   USGS
 OH1339  HISTORY     - 1977     GOOD             LOCENG
 OH1339  HISTORY     - 1979     GOOD             NGS
 OH1339
 OH1339                          STATION DESCRIPTION
 OH1339
 OH1339'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OH1339'LOCATED AT KUNA, ON THE S. SIDE OF MAIN STREET ABOUT TWO BLOCKS E.
 OH1339'OF THE POST OFFICE.
 OH1339'
 OH1339'STATION MARK--CENTER OF WATER TOWER.  (TOP OF TANK ROOF IS 125.5 FT.
 OH1339'ABOVE GROUND ELEVATION.)
 OH1339'
 OH1339'THE USGS POSITION FOR THIS STATION SHOULD BE HELD IN LIEU OF THE NGS
 OH1339'NO-CHECK DETERMINATION FOR THIS POINT.
 OH1339
 OH1339                          STATION RECOVERY (1977)
 OH1339
 OH1339'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (JJP)
 OH1339'TANK IS CYLINDRICAL, ABOUT 15 FT. IN DIAMETER AND 30 FT. HIGH, HAS A
 OH1339'CONICAL ROOF, AND IS MOUNTED ON A FOUR-LEGGED STEEL TOWER.  HEIGHT
 OH1339'TO TOP OF TANK IS ABOUT 100 FT.  TANK AND TOWER ARE PAINTED GREEN.
 OH1339'
 OH1339'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KUNA ON SOUTH SIDE OF
 OH1339'1ST STREET 0.1 MILE EAST OF POST OFFICE.
 OH1339
 OH1339                          STATION RECOVERY (1979)
 OH1339
 OH1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 OH1339'THE STATION WAS RECOVERED IN GOOD CONDITION.
 OH1339'THE STATION, IS THE BALL TOP CENTER OF THE KUNA MUNICIPAL WATER
 OH1339'TANK.  THE TANK IS A CYLINDRICAL, CONICAL TOPPED, FOUR LEGGED,
 OH1339'GREEN TANK, 45 METERS IN HEIGHT.
 OH1339'
 OH1339'THE STATION IS LOCATED IN THE SOUTHEAST PART OF KUNA, AT THE
 OH1339'END OF A CITY PARK.  IT IS OWNED BY THE CITY OF KUNA.  IT IS 36
 OH1339'METERS SOUTH OF STATE HIGHWAY 69
 OH1339'(FIRST STREET) AND 20 METERS WEST OF AVENUE A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0554 ***********************************************************************
 NT0554  DESIGNATION -  KVSI RADIO TOWER
 NT0554  PID         -  NT0554
 NT0554  STATE/COUNTY-  ID/BEAR LAKE
 NT0554  USGS QUAD   -  MONTPELIER (1967)
 NT0554
 NT0554                         *CURRENT SURVEY CONTROL
 NT0554  ___________________________________________________________________
 NT0554* NAD 83(1994)-  42 19 01.44100(N)    111 19 23.02140(W)     ADJUSTED  
 NT0554* NAVD 88     -                                                        
 NT0554  ___________________________________________________________________
 NT0554  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 NT0554  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NT0554
 NT0554  HORZ ORDER  -  THIRD
 NT0554
 NT0554.The horizontal coordinates were established by classical geodetic methods
 NT0554.and adjusted by the National Geodetic Survey in November 1997..
 NT0554
 NT0554
 NT0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0554
 NT0554.The geoid height was determined by GEOID03.
 NT0554
 NT0554;                    North         East     Units Scale Factor Converg.
 NT0554;SPC ID E     -    72,582.869   269,541.869   MT  1.00000685   +0 34 04.7
 NT0554;UTM  12      - 4,685,031.309   473,378.032   MT  0.99960872   -0 13 03.0
 NT0554
 NT0554                          SUPERSEDED SURVEY CONTROL
 NT0554
 NT0554  NAD 83(1992)-  42 19 01.44176(N)    111 19 23.02062(W) AD(       ) 4
 NT0554  NAD 83(1986)-  42 19 01.43033(N)    111 19 23.01932(W) AD(       ) 4
 NT0554  NAD 27      -  42 19 01.70580(N)    111 19 20.27911(W) AD(       ) 3
 NT0554
 NT0554.Superseded values are not recommended for survey control.
 NT0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0554.See file dsdata.txt to determine how the superseded data were derived.
 NT0554
 NT0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM7337885031(NAD 83)
 NT0554_MARKER: 43 = RADIO/TV TOWER
 NT0554
 NT0554  HISTORY     - Date     Condition        Report By
 NT0554  HISTORY     - 1966     FIRST OBSERVED   USGS
 NT0554
 NT0554                          STATION DESCRIPTION
 NT0554
 NT0554'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NT0554'LOCATED 0.6 MI. E. FROM THE CENTER OF MONTPELIER ALONG U.S. HIGHWAY
 NT0554'89 ON THE S. SIDE OF HIGHWAY.
 NT0554'
 NT0554'STATION MARK--CENTERLINE OF RED AND WHITE METAL RADIO TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0017 ***********************************************************************
 NU0017  DESIGNATION -  L
 NU0017  PID         -  NU0017
 NU0017  STATE/COUNTY-  ID/BANNOCK
 NU0017  USGS QUAD   -  INKOM (1971)
 NU0017
 NU0017                         *CURRENT SURVEY CONTROL
 NU0017  ___________________________________________________________________
 NU0017* NAD 83(1986)-  42 47 39.     (N)    112 18 23.     (W)     SCALED    
 NU0017* NAVD 88     -      1373.304  (meters)    4505.58   (feet)  ADJUSTED  
 NU0017  ___________________________________________________________________
 NU0017  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 NU0017  DYNAMIC HT  -        1372.500 (meters)    4502.94  (feet)  COMP
 NU0017  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 NU0017
 NU0017  VERT ORDER  -  FIRST     CLASS I
 NU0017
 NU0017.The horizontal coordinates were scaled from a topographic map and have
 NU0017.an estimated accuracy of +/- 6 seconds.
 NU0017
 NU0017.The orthometric height was determined by differential leveling
 NU0017.and adjusted by the National Geodetic Survey in June 1991..
 NU0017
 NU0017.The geoid height was determined by GEOID03.
 NU0017
 NU0017.The dynamic height is computed by dividing the NAVD 88
 NU0017.geopotential number by the normal gravity value computed on the
 NU0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0017.degrees latitude (g = 980.6199 gals.).
 NU0017
 NU0017.The modeled gravity was interpolated from observed gravity values.
 NU0017
 NU0017;                    North         East    Units  Estimated Accuracy
 NU0017;SPC ID E     -   125,240.      188,570.      MT  (+/- 180 meters Scaled)
 NU0017
 NU0017                          SUPERSEDED SURVEY CONTROL
 NU0017
 NU0017  NGVD 29 (??/??/92) 1372.25   (m)         4502.1    (f) COMPUTED    1 1
 NU0017
 NU0017.Superseded values are not recommended for survey control.
 NU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0017.See file dsdata.txt to determine how the superseded data were derived.
 NU0017
 NU0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN931387(NAD 83)
 NU0017_MARKER: Q = CHISELED SQUARE
 NU0017_SETTING: 66 = SET IN ROCK OUTCROP
 NU0017_SP_SET: GRANITE OUTCROP
 NU0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0017+STABILITY: POSITION/ELEVATION WELL
 NU0017
 NU0017  HISTORY     - Date     Condition        Report By
 NU0017  HISTORY     - UNK      MONUMENTED       CGS
 NU0017  HISTORY     - 1958     GOOD             NGS
 NU0017  HISTORY     - 1967     GOOD             NGS
 NU0017
 NU0017                          STATION DESCRIPTION
 NU0017
 NU0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NU0017'9.05 MI SE FROM POCATELLO.
 NU0017'9.05 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0017'AT POCATELLO, IN TOP OF A 2 1/2-BY 5-FOOT GRANITE OUTCROP WHICH
 NU0017'PROJECTS 2 1/2 FEET ABOVE THE GROUND, 38 FEET NORTH OF THE NORTH RAIL
 NU0017'OF THE NORTH TRACK, 102 FEET EAST OF SEMAPHORE 20511, 10 FEET
 NU0017'SOUTHWEST OF AN OUTCROP, AND 4 FEET LOWER THAN THE TRACK.
 NU0017
 NU0017                          STATION RECOVERY (1967)
 NU0017
 NU0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0022 ***********************************************************************
 TO0022  DESIGNATION -  L 10
 TO0022  PID         -  TO0022
 TO0022  STATE/COUNTY-  ID/BOUNDARY
 TO0022  USGS QUAD   -  BONNERS FERRY (1996)
 TO0022
 TO0022                         *CURRENT SURVEY CONTROL
 TO0022  ___________________________________________________________________
 TO0022* NAD 83(1986)-  48 42 05.     (N)    116 20 14.     (W)     SCALED    
 TO0022* NAVD 88     -       544.290  (meters)    1785.72   (feet)  ADJUSTED  
 TO0022  ___________________________________________________________________
 TO0022  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 TO0022  DYNAMIC HT  -         544.353 (meters)    1785.93  (feet)  COMP
 TO0022  MODELED GRAV-     980,710.2   (mgal)                       NAVD 88
 TO0022
 TO0022  VERT ORDER  -  FIRST     CLASS II
 TO0022
 TO0022.The horizontal coordinates were scaled from a topographic map and have
 TO0022.an estimated accuracy of +/- 6 seconds.
 TO0022
 TO0022.The orthometric height was determined by differential leveling
 TO0022.and adjusted by the National Geodetic Survey in June 1991..
 TO0022
 TO0022.The geoid height was determined by GEOID03.
 TO0022
 TO0022.The dynamic height is computed by dividing the NAVD 88
 TO0022.geopotential number by the normal gravity value computed on the
 TO0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0022.degrees latitude (g = 980.6199 gals.).
 TO0022
 TO0022.The modeled gravity was interpolated from observed gravity values.
 TO0022
 TO0022;                    North         East    Units  Estimated Accuracy
 TO0022;SPC ID W     -   781,920.      756,780.      MT  (+/- 180 meters Scaled)
 TO0022
 TO0022                          SUPERSEDED SURVEY CONTROL
 TO0022
 TO0022  NGVD 29 (??/??/92)  543.115  (m)         1781.87   (f) ADJ UNCH    1 2
 TO0022
 TO0022.Superseded values are not recommended for survey control.
 TO0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0022.See file dsdata.txt to determine how the superseded data were derived.
 TO0022
 TO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP487944(NAD 83)
 TO0022_MARKER: P = PIPE CAP
 TO0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TO0022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TO0022_STAMPING: 1781.903 L 10 1914
 TO0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0022
 TO0022  HISTORY     - Date     Condition        Report By
 TO0022  HISTORY     - 1914     MONUMENTED       CGS
 TO0022  HISTORY     - 1944     GOOD             NGS
 TO0022
 TO0022                          STATION DESCRIPTION
 TO0022
 TO0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0022'1.0 MI NW FROM BONNERS FERRY.
 TO0022'1.0 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TO0022'AT BONNERS FERRY, SET AT A PUBLIC ROAD CROSSING, 46 FEET NORTHWEST OF
 TO0022'CENTER-LINE OF THE ROAD, 45 FEET SOUTHWEST OF SOUTHWEST RAIL OF TRACK,
 TO0022'1.6 FEET NORTHEAST OF FENCE, 2 FEET NORTHWEST OF REFERENCE POST.
 TO0022'BRONZE BENCH MARK CAP ON TOP OF 3 1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0409 ***********************************************************************
 NU0409  DESIGNATION -  L 100
 NU0409  PID         -  NU0409
 NU0409  STATE/COUNTY-  ID/ONEIDA
 NU0409  USGS QUAD   -  HENDERSON CREEK (1984)
 NU0409
 NU0409                         *CURRENT SURVEY CONTROL
 NU0409  ___________________________________________________________________
 NU0409* NAD 83(1986)-  42 02 02.     (N)    112 13 11.     (W)     SCALED    
 NU0409* NAVD 88     -      1345.441  (meters)    4414.17   (feet)  ADJUSTED  
 NU0409  ___________________________________________________________________
 NU0409  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NU0409  DYNAMIC HT  -        1344.543 (meters)    4411.22  (feet)  COMP
 NU0409  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 NU0409
 NU0409  VERT ORDER  -  SECOND    CLASS 0
 NU0409
 NU0409.The horizontal coordinates were scaled from a topographic map and have
 NU0409.an estimated accuracy of +/- 6 seconds.
 NU0409
 NU0409.The orthometric height was determined by differential leveling
 NU0409.and adjusted by the National Geodetic Survey in June 1991..
 NU0409
 NU0409.The geoid height was determined by GEOID03.
 NU0409
 NU0409.The dynamic height is computed by dividing the NAVD 88
 NU0409.geopotential number by the normal gravity value computed on the
 NU0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0409.degrees latitude (g = 980.6199 gals.).
 NU0409
 NU0409.The modeled gravity was interpolated from observed gravity values.
 NU0409
 NU0409;                    North         East    Units  Estimated Accuracy
 NU0409;SPC ID E     -    40,790.      195,610.      MT  (+/- 180 meters Scaled)
 NU0409
 NU0409                          SUPERSEDED SURVEY CONTROL
 NU0409
 NU0409  NGVD 29 (??/??/92) 1344.393  (m)         4410.73   (f) ADJ UNCH    2 0
 NU0409
 NU0409.Superseded values are not recommended for survey control.
 NU0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0409.See file dsdata.txt to determine how the superseded data were derived.
 NU0409
 NU0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM990542(NAD 83)
 NU0409_MARKER: DB = BENCH MARK DISK
 NU0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0409_STAMPING: L 100 1960
 NU0409_MARK LOGO: CGS   
 NU0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 NU0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0409+STABILITY: SURFACE MOTION
 NU0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NU0409+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1995
 NU0409
 NU0409  HISTORY     - Date     Condition        Report By
 NU0409  HISTORY     - 1960     MONUMENTED       CGS
 NU0409  HISTORY     - 1960     GOOD             NGS
 NU0409  HISTORY     - 19950621 GOOD             NGS
 NU0409
 NU0409                          STATION DESCRIPTION
 NU0409
 NU0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0409'10.6 MI S FROM MALAD CITY.
 NU0409'10.6 MILES SOUTH ALONG U.S. HIGHWAY 91 FROM ITS JUNCTION WITH STATE
 NU0409'HIGHWAY 37 AT THE EAST LIMITS OF MALAD, 2.4 MILES BY THE HIGHWAY NORTH
 NU0409'FROM THE UTAH-IDAHO STATE BOUNDARY, AT THE CROSS ROADS AND THE ROAD
 NU0409'WEST TOWARDS WOODRUFF AND AT THE FENCE CORNER, 74 FEET SOUTH SOUTHWEST
 NU0409'FROM THE CENTER OF THE HIGHWAY, 34 FEET NORTH NORTHWEST FROM THE
 NU0409'CENTER OF THE ROAD TO WOODRUFF, 4.8 FEET SOUTH FROM A METAL WITNESS
 NU0409'POST WITH SIGN, 2.6 FEET WEST FROM THE WEST FENCE OF THE RIGHT OF WAY
 NU0409'FENCE, SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 5 INCHES
 NU0409'ABOVE GROUND.
 NU0409
 NU0409                          STATION RECOVERY (1995)
 NU0409
 NU0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BEK)
 NU0409'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1288 ***********************************************************************
 NU1288  DESIGNATION -  L 101
 NU1288  PID         -  NU1288
 NU1288  STATE/COUNTY-  ID/MINIDOKA
 NU1288  USGS QUAD   -  RUPERT (1976)
 NU1288
 NU1288                         *CURRENT SURVEY CONTROL
 NU1288  ___________________________________________________________________
 NU1288* NAD 83(1986)-  42 34 10.     (N)    113 38 55.     (W)     SCALED    
 NU1288* NAVD 88     -      1268.579  (meters)    4162.00   (feet)  ADJUSTED  
 NU1288  ___________________________________________________________________
 NU1288  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 NU1288  DYNAMIC HT  -        1267.855 (meters)    4159.62  (feet)  COMP
 NU1288  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 NU1288
 NU1288  VERT ORDER  -  SECOND    CLASS 0
 NU1288
 NU1288.The horizontal coordinates were scaled from a topographic map and have
 NU1288.an estimated accuracy of +/- 6 seconds.
 NU1288
 NU1288.The orthometric height was determined by differential leveling
 NU1288.and adjusted by the National Geodetic Survey in June 1991..
 NU1288
 NU1288.The geoid height was determined by GEOID03.
 NU1288
 NU1288.The dynamic height is computed by dividing the NAVD 88
 NU1288.geopotential number by the normal gravity value computed on the
 NU1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1288.degrees latitude (g = 980.6199 gals.).
 NU1288
 NU1288.The modeled gravity was interpolated from observed gravity values.
 NU1288
 NU1288;                    North         East    Units  Estimated Accuracy
 NU1288;SPC ID C     -   100,330.      528,850.      MT  (+/- 180 meters Scaled)
 NU1288
 NU1288                          SUPERSEDED SURVEY CONTROL
 NU1288
 NU1288  NGVD 29 (??/??/92) 1267.607  (m)         4158.81   (f) ADJ UNCH    2 0
 NU1288
 NU1288.Superseded values are not recommended for survey control.
 NU1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1288.See file dsdata.txt to determine how the superseded data were derived.
 NU1288
 NU1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN826164(NAD 83)
 NU1288_MARKER: DB = BENCH MARK DISK
 NU1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1288_STAMPING: L 101 1960
 NU1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1288+STABILITY: SURFACE MOTION
 NU1288
 NU1288  HISTORY     - Date     Condition        Report By
 NU1288  HISTORY     - 1960     MONUMENTED       CGS
 NU1288  HISTORY     - 1983     MARK NOT FOUND   NGS
 NU1288
 NU1288                          STATION DESCRIPTION
 NU1288
 NU1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1288'4.65 MI NW FROM DECLO.
 NU1288'3.35 MILES NORTH ON STATE HIGHWAY 77 FROM DECLO TO THE JUNCTION OF
 NU1288'INTERSTATE HIGHWAY 80N, THENCE 1.3 MILES WEST ALONG INTERSTATE HIGHWAY
 NU1288'80N TO ROAD 100 EAST, 22 FEET WEST OF THE CENTERLINE OF ROAD 100 EAST,
 NU1288'2.5 FEET EAST OF A FENCE LINE, 1.5 FEET SOUTH OF A METAL WITNESS POST
 NU1288'WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 2 INCHES AND
 NU1288'ON THE NORTH SIDE OF THE INTERSTATE HIGHWAY.
 NU1288
 NU1288                          STATION RECOVERY (1983)
 NU1288
 NU1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1288'NOT RECOVERED.  DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1321 ***********************************************************************
 NU1321  DESIGNATION -  L 103
 NU1321  PID         -  NU1321
 NU1321  STATE/COUNTY-  ID/JEROME
 NU1321  USGS QUAD   -  BURLEY SW (1978)
 NU1321
 NU1321                         *CURRENT SURVEY CONTROL
 NU1321  ___________________________________________________________________
 NU1321* NAD 83(1986)-  42 34 37.     (N)    113 59 32.     (W)     SCALED    
 NU1321* NAVD 88     -      1283.562  (meters)    4211.15   (feet)  ADJUSTED  
 NU1321  ___________________________________________________________________
 NU1321  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NU1321  DYNAMIC HT  -        1282.858 (meters)    4208.84  (feet)  COMP
 NU1321  MODELED GRAV-     980,027.7   (mgal)                       NAVD 88
 NU1321
 NU1321  VERT ORDER  -  SECOND    CLASS 0
 NU1321
 NU1321.The horizontal coordinates were scaled from a topographic map and have
 NU1321.an estimated accuracy of +/- 6 seconds.
 NU1321
 NU1321.The orthometric height was determined by differential leveling
 NU1321.and adjusted by the National Geodetic Survey in June 1991..
 NU1321
 NU1321.The geoid height was determined by GEOID03.
 NU1321
 NU1321.The dynamic height is computed by dividing the NAVD 88
 NU1321.geopotential number by the normal gravity value computed on the
 NU1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1321.degrees latitude (g = 980.6199 gals.).
 NU1321
 NU1321.The modeled gravity was interpolated from observed gravity values.
 NU1321
 NU1321;                    North         East    Units  Estimated Accuracy
 NU1321;SPC ID C     -   101,100.      500,640.      MT  (+/- 180 meters Scaled)
 NU1321
 NU1321                          SUPERSEDED SURVEY CONTROL
 NU1321
 NU1321  NGVD 29 (??/??/92) 1282.61   (m)         4208.0    (f) COMPUTED    2 0
 NU1321
 NU1321.Superseded values are not recommended for survey control.
 NU1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1321.See file dsdata.txt to determine how the superseded data were derived.
 NU1321
 NU1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN544181(NAD 83)
 NU1321_MARKER: DB = BENCH MARK DISK
 NU1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1321_STAMPING: L 103 1960
 NU1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1321+STABILITY: SURFACE MOTION
 NU1321
 NU1321  HISTORY     - Date     Condition        Report By
 NU1321  HISTORY     - 1960     MONUMENTED       CGS
 NU1321
 NU1321                          STATION DESCRIPTION
 NU1321
 NU1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NU1321'2.85 MI E FROM GREENWOOD.
 NU1321'2.85 MILES EAST ALONG STATE HIGHWAY 25 FROM THE GREENWOOD SERVICE
 NU1321'STATION, 90 FEET NORTHEAST OF HIGHWAY MILEPOST 210, 45 FEET NORTH OF
 NU1321'THE CENTERLINE OF THE HIGHWAY, 31.5 FEET WEST OF A POWER POLE, 2 FEET
 NU1321'NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE
 NU1321'POST PROJECTING 6 INCHES AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0128 ***********************************************************************
 NW0128  DESIGNATION -  L 106
 NW0128  PID         -  NW0128
 NW0128  STATE/COUNTY-  ID/OWYHEE
 NW0128  USGS QUAD   -  PARSNIP PEAK (1969)
 NW0128
 NW0128                         *CURRENT SURVEY CONTROL
 NW0128  ___________________________________________________________________
 NW0128* NAD 83(1986)-  42 50 40.     (N)    117 01 08.     (W)     SCALED    
 NW0128* NAVD 88     -      1418.943  (meters)    4655.32   (feet)  ADJUSTED  
 NW0128  ___________________________________________________________________
 NW0128  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 NW0128  DYNAMIC HT  -        1418.138 (meters)    4652.67  (feet)  COMP
 NW0128  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 NW0128
 NW0128  VERT ORDER  -  SECOND    CLASS 0
 NW0128
 NW0128.The horizontal coordinates were scaled from a topographic map and have
 NW0128.an estimated accuracy of +/- 6 seconds.
 NW0128
 NW0128.The orthometric height was determined by differential leveling
 NW0128.and adjusted by the National Geodetic Survey in June 1991..
 NW0128
 NW0128.The geoid height was determined by GEOID03.
 NW0128
 NW0128.The dynamic height is computed by dividing the NAVD 88
 NW0128.geopotential number by the normal gravity value computed on the
 NW0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0128.degrees latitude (g = 980.6199 gals.).
 NW0128
 NW0128.The modeled gravity was interpolated from observed gravity values.
 NW0128
 NW0128;                    North         East    Units  Estimated Accuracy
 NW0128;SPC ID W     -   131,600.      696,280.      MT  (+/- 180 meters Scaled)
 NW0128
 NW0128                          SUPERSEDED SURVEY CONTROL
 NW0128
 NW0128  NGVD 29 (??/??/92) 1417.860  (m)         4651.76   (f) ADJ UNCH    2 0
 NW0128
 NW0128.Superseded values are not recommended for survey control.
 NW0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0128.See file dsdata.txt to determine how the superseded data were derived.
 NW0128
 NW0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMH984435(NAD 83)
 NW0128_MARKER: DB = BENCH MARK DISK
 NW0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NW0128_SP_SET: CONCRETE DAM
 NW0128_STAMPING: L 106 1963
 NW0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0128
 NW0128  HISTORY     - Date     Condition        Report By
 NW0128  HISTORY     - 1963     MONUMENTED       CGS
 NW0128
 NW0128                          STATION DESCRIPTION
 NW0128
 NW0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0128'11.75 MI SE FROM JORDAN VALLEY, OR.
 NW0128'11.75 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE JORDAN VALLEY
 NW0128'HOTEL AT JORDAN VALLEY, AT A POINT EAST-NORTHEAST OF WHERE THE ROAD
 NW0128'CROSSES LONE TREE CREEK, 119 FEET EAST OF THE CENTER LINE OF THE ROAD,
 NW0128'IN THE TOP OF THE NORTH END OF A SMALL CONCRETE DAM, 39 FEET NORTHEAST
 NW0128'OF A WITNESS POST, 0.7 FOOT NORTH OF THE NORTH EDGE OF THE SPILLWAY,
 NW0128'AND ABOUT 14 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0077 ***********************************************************************
 NW0077  DESIGNATION -  L 107
 NW0077  PID         -  NW0077
 NW0077  STATE/COUNTY-  ID/OWYHEE
 NW0077  USGS QUAD   -  RED BASIN (1973)
 NW0077
 NW0077                         *CURRENT SURVEY CONTROL
 NW0077  ___________________________________________________________________
 NW0077* NAD 83(1986)-  42 16 26.     (N)    116 52 10.     (W)     SCALED    
 NW0077* NAVD 88     -      1435.075  (meters)    4708.24   (feet)  ADJUSTED  
 NW0077  ___________________________________________________________________
 NW0077  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 NW0077  DYNAMIC HT  -        1434.099 (meters)    4705.04  (feet)  COMP
 NW0077  MODELED GRAV-     979,892.6   (mgal)                       NAVD 88
 NW0077
 NW0077  VERT ORDER  -  SECOND    CLASS 0
 NW0077
 NW0077.The horizontal coordinates were scaled from a topographic map and have
 NW0077.an estimated accuracy of +/- 6 seconds.
 NW0077
 NW0077.The orthometric height was determined by differential leveling
 NW0077.and adjusted by the National Geodetic Survey in June 1991..
 NW0077
 NW0077.The geoid height was determined by GEOID03.
 NW0077
 NW0077.The dynamic height is computed by dividing the NAVD 88
 NW0077.geopotential number by the normal gravity value computed on the
 NW0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0077.degrees latitude (g = 980.6199 gals.).
 NW0077
 NW0077.The modeled gravity was interpolated from observed gravity values.
 NW0077
 NW0077;                    North         East    Units  Estimated Accuracy
 NW0077;SPC ID W     -    68,050.      707,660.      MT  (+/- 180 meters Scaled)
 NW0077
 NW0077                          SUPERSEDED SURVEY CONTROL
 NW0077
 NW0077  NGVD 29 (??/??/92) 1433.899  (m)         4704.38   (f) ADJ UNCH    2 0
 NW0077
 NW0077.Superseded values are not recommended for survey control.
 NW0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0077.See file dsdata.txt to determine how the superseded data were derived.
 NW0077
 NW0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG107801(NAD 83)
 NW0077_MARKER: DB = BENCH MARK DISK
 NW0077_SETTING: 66 = SET IN ROCK OUTCROP
 NW0077_SP_SET: MASSIVE OUTCROP
 NW0077_STAMPING: L 107 1963
 NW0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NW0077+STABILITY: POSITION/ELEVATION WELL
 NW0077
 NW0077  HISTORY     - Date     Condition        Report By
 NW0077  HISTORY     - 1963     MONUMENTED       CGS
 NW0077
 NW0077                          STATION DESCRIPTION
 NW0077
 NW0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0077'15.45 MI SE FROM C RANCH, OR.
 NW0077'15.45 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE C RANCH, 40 YARDS
 NW0077'SOUTH OF THE CENTER OF AN EAST-WEST DRAW, 119 FEET EAST OF THE CENTER
 NW0077'LINE OF THE ROAD, IN THE TOP OF A MASSIVE OUTCROP, 17 FEET
 NW0077'EAST-SOUTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0037 ***********************************************************************
 NW0037  DESIGNATION -  L 108
 NW0037  PID         -  NW0037
 NW0037  STATE/COUNTY-  ID/OWYHEE
 NW0037  USGS QUAD   -  JARVIS PASTURE (1971)
 NW0037
 NW0037                         *CURRENT SURVEY CONTROL
 NW0037  ___________________________________________________________________
 NW0037* NAD 83(1986)-  42 14 38.     (N)    116 25 11.     (W)     SCALED    
 NW0037* NAVD 88     -      1664.352  (meters)    5460.46   (feet)  ADJUSTED  
 NW0037  ___________________________________________________________________
 NW0037  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 NW0037  DYNAMIC HT  -        1663.215 (meters)    5456.73  (feet)  COMP
 NW0037  MODELED GRAV-     979,879.6   (mgal)                       NAVD 88
 NW0037
 NW0037  VERT ORDER  -  SECOND    CLASS 0
 NW0037
 NW0037.The horizontal coordinates were scaled from a topographic map and have
 NW0037.an estimated accuracy of +/- 6 seconds.
 NW0037
 NW0037.The orthometric height was determined by differential leveling
 NW0037.and adjusted by the National Geodetic Survey in June 1991..
 NW0037
 NW0037.The geoid height was determined by GEOID03.
 NW0037
 NW0037.The dynamic height is computed by dividing the NAVD 88
 NW0037.geopotential number by the normal gravity value computed on the
 NW0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0037.degrees latitude (g = 980.6199 gals.).
 NW0037
 NW0037.The modeled gravity was interpolated from observed gravity values.
 NW0037
 NW0037;                    North         East    Units  Estimated Accuracy
 NW0037;SPC ID W     -    64,330.      744,730.      MT  (+/- 180 meters Scaled)
 NW0037
 NW0037                          SUPERSEDED SURVEY CONTROL
 NW0037
 NW0037  NGVD 29 (??/??/92) 1663.197  (m)         5456.67   (f) ADJ UNCH    2 0
 NW0037
 NW0037.Superseded values are not recommended for survey control.
 NW0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0037.See file dsdata.txt to determine how the superseded data were derived.
 NW0037
 NW0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG478770(NAD 83)
 NW0037_MARKER: DB = BENCH MARK DISK
 NW0037_SETTING: 80 = SET IN A BOULDER
 NW0037_SP_SET: LAVA BOULDER
 NW0037_STAMPING: L 108 1963
 NW0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0037+STABILITY: SURFACE MOTION
 NW0037
 NW0037  HISTORY     - Date     Condition        Report By
 NW0037  HISTORY     - 1963     MONUMENTED       CGS
 NW0037
 NW0037                          STATION DESCRIPTION
 NW0037
 NW0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0037'23.85 MI W FROM RIDDLE.
 NW0037'1.3MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE, THENCE
 NW0037'4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH ALONG A
 NW0037'GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD, THENCE
 NW0037'7.2 MILES WEST ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTHWEST ALONG A
 NW0037'PIPE LINE ROAD, 0.1 MILE NORTHEAST OF PIPE LINE MILEPOST 77, 120 FEET
 NW0037'SOUTHWEST OF THE CENTER LINE OF THE PIPE LINE ROAD, IN THE TOP OF A
 NW0037'LAVA BOULDER PROJECTING 0.4 FOOT ABOVE THE GROUND, 100 1/2 FEET
 NW0037'SOUTHWEST OF THE CENTER OF THE PIPE LINE, 4.7 FEET WEST OF A WITNESS
 NW0037'POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0098 ***********************************************************************
 NW0098  DESIGNATION -  L 109
 NW0098  PID         -  NW0098
 NW0098  STATE/COUNTY-  ID/OWYHEE
 NW0098  USGS QUAD   -  PIUTE BASIN WEST (1973)
 NW0098
 NW0098                         *CURRENT SURVEY CONTROL
 NW0098  ___________________________________________________________________
 NW0098* NAD 83(1986)-  42 11 58.     (N)    116 42 02.     (W)     SCALED    
 NW0098* NAVD 88     -      1555.550  (meters)    5103.50   (feet)  ADJUSTED  
 NW0098  ___________________________________________________________________
 NW0098  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 NW0098  DYNAMIC HT  -        1554.507 (meters)    5100.08  (feet)  COMP
 NW0098  MODELED GRAV-     979,896.9   (mgal)                       NAVD 88
 NW0098
 NW0098  VERT ORDER  -  SECOND    CLASS 0
 NW0098
 NW0098.The horizontal coordinates were scaled from a topographic map and have
 NW0098.an estimated accuracy of +/- 6 seconds.
 NW0098
 NW0098.The orthometric height was determined by differential leveling
 NW0098.and adjusted by the National Geodetic Survey in June 1991..
 NW0098
 NW0098.The geoid height was determined by GEOID03.
 NW0098
 NW0098.The dynamic height is computed by dividing the NAVD 88
 NW0098.geopotential number by the normal gravity value computed on the
 NW0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0098.degrees latitude (g = 980.6199 gals.).
 NW0098
 NW0098.The modeled gravity was interpolated from observed gravity values.
 NW0098
 NW0098;                    North         East    Units  Estimated Accuracy
 NW0098;SPC ID W     -    59,610.      721,500.      MT  (+/- 180 meters Scaled)
 NW0098
 NW0098                          SUPERSEDED SURVEY CONTROL
 NW0098
 NW0098  NGVD 29 (??/??/92) 1554.413  (m)         5099.77   (f) ADJ UNCH    2 0
 NW0098
 NW0098.Superseded values are not recommended for survey control.
 NW0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NW0098.See file dsdata.txt to determine how the superseded data were derived.
 NW0098
 NW0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG247719(NAD 83)
 NW0098_MARKER: DB = BENCH MARK DISK
 NW0098_SETTING: 80 = SET IN A BOULDER
 NW0098_SP_SET: BOULDER
 NW0098_STAMPING: L 109 1963
 NW0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NW0098+STABILITY: SURFACE MOTION
 NW0098
 NW0098  HISTORY     - Date     Condition        Report By
 NW0098  HISTORY     - 1963     MONUMENTED       CGS
 NW0098
 NW0098                          STATION DESCRIPTION
 NW0098
 NW0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NW0098'45.45 MI W FROM RIDDLE.
 NW0098'1.3 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE STORE AT RIDDLE,
 NW0098'THENCE 4.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH
 NW0098'ALONG A GRAVELED ROAD, THENCE 9.25 MILES NORTHWEST ALONG A DIRT ROAD,
 NW0098'THENCE 7.2 MILES WEST ALONG A DIRT ROAD, THENCE 7.6 MILES SOUTHWEST
 NW0098'ALONG A PIPE LINE ROAD, THENCE 14.3 MILES WEST ALONG A DIRT ROAD, 0.25
 NW0098'MILE EAST OF THE JUNCTION OF A ROAD LEADING NORTH TO A STOCK POND, 49
 NW0098'1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 27.8 FEET SOUTH OF A
 NW0098'FENCE, IN THE TOP OF A LAVA BOULDER PROJECTING 0.4 FOOT ABOVE THE
 NW0098'GROUND, 120 FEET SOUTHWEST OF AN 8 BY 8-INCH WOODEN BRACE POST IN
 NW0098'FENCE LINE, 24.7 FEET SOUTH OF A WITNESS POST, AND ABOUT LEVEL WITH
 NW0098'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0424 ***********************************************************************
 PY0424  CBN         -  This is a Cooperative Base Network Control Station.
 PY0424  DESIGNATION -  L 11
 PY0424  PID         -  PY0424
 PY0424  STATE/COUNTY-  ID/FREMONT
 PY0424  USGS QUAD   -  HATCHERY BUTTE (1964)
 PY0424
 PY0424                         *CURRENT SURVEY CONTROL
 PY0424  ___________________________________________________________________
 PY0424* NAD 83(1999)-  44 19 01.35183(N)    111 18 17.20582(W)     ADJUSTED  
 PY0424* NAVD 88     -      1899.266  (meters)    6231.18   (feet)  POSTED    
 PY0424  ___________________________________________________________________
 PY0424  X           -  -1,661,244.148 (meters)                     COMP
 PY0424  Y           -  -4,259,820.936 (meters)                     COMP
 PY0424  Z           -   4,434,685.027 (meters)                     COMP
 PY0424  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 PY0424  ELLIP HEIGHT-        1889.66  (meters)          (04/16/01) GPS OBS
 PY0424  GEOID HEIGHT-          -9.69  (meters)                     GEOID03
 PY0424  DYNAMIC HT  -        1898.190 (meters)    6227.65  (feet)  COMP
 PY0424  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 PY0424
 PY0424  HORZ ORDER  -  B
 PY0424  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0424  ELLP ORDER  -  FOURTH    CLASS II
 PY0424
 PY0424.The horizontal coordinates were established by GPS observations
 PY0424.and adjusted by the National Geodetic Survey in April 2001..
 PY0424.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 PY0424.DATUM ITEM on the data sheet items page.
 PY0424
 PY0424.The orthometric height was determined by differential leveling
 PY0424.and adjusted by the National Geodetic Survey in 1992..
 PY0424.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0424.rate of 1.1 thru 2.0 mm/km.
 PY0424
 PY0424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0424
 PY0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0424
 PY0424.The ellipsoidal height was determined by GPS observations
 PY0424.and is referenced to NAD 83.
 PY0424
 PY0424.The geoid height was determined by GEOID03.
 PY0424
 PY0424.The dynamic height is computed by dividing the NAVD 88
 PY0424.geopotential number by the normal gravity value computed on the
 PY0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0424.degrees latitude (g = 980.6199 gals.).
 PY0424
 PY0424.The modeled gravity was interpolated from observed gravity values.
 PY0424
 PY0424;                    North         East     Units Scale Factor Converg.
 PY0424;SPC ID E     -   294,782.894   268,755.971   MT  1.00000549   +0 36 07.8
 PY0424;UTM  12      - 4,907,132.160   475,695.075   MT  0.99960726   -0 12 46.5
 PY0424
 PY0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0424!SPC ID E     -   0.99970379  x   1.00000549  =   0.99970928
 PY0424!UTM  12      -   0.99970379  x   0.99960726  =   0.99931117
 PY0424
 PY0424                          SUPERSEDED SURVEY CONTROL
 PY0424
 PY0424  NAD 83(1992)-  44 19 01.35161(N)    111 18 17.20494(W) AD(       ) B
 PY0424  ELLIP H (05/15/92) 1889.72   (m)                       GP(       ) 4 2
 PY0424  NAD 83(1986)-  44 19 01.34159(N)    111 18 17.19022(W) AD(       ) 1
 PY0424  NGVD 29 (??/??/92) 1898.000  (m)         6227.02   (f) ADJ UNCH    1 2
 PY0424
 PY0424.Superseded values are not recommended for survey control.
 PY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0424.See file dsdata.txt to determine how the superseded data were derived.
 PY0424
 PY0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ7569507132(NAD 83)
 PY0424_MARKER: DB = BENCH MARK DISK
 PY0424_SETTING: 80 = SET IN A BOULDER
 PY0424_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PY0424_STAMPING: L 11 1923 6227.665
 PY0424_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0424+STABILITY: SURFACE MOTION
 PY0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0424+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 PY0424
 PY0424  HISTORY     - Date     Condition        Report By
 PY0424  HISTORY     - 1923     MONUMENTED       CGS
 PY0424  HISTORY     - 1960     GOOD             NGS
 PY0424  HISTORY     - 1967     GOOD             NGS
 PY0424  HISTORY     - 1987     GOOD             NGS
 PY0424  HISTORY     - 20050618 GOOD             DJC
 PY0424
 PY0424                          STATION DESCRIPTION
 PY0424
 PY0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0424'15.75 MI SW FROM BIG SPRINGS.
 PY0424'15.75 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 PY0424'STATION AT BIG SPRINGS, ABOUT 8 POLES NORTH OF A CURVE, 47 1/2 FEET
 PY0424'NORTHWEST OF MILEPOST 75, IN TOP OF A 2-BY 3-FOOT LAVA BOULDER WHICH
 PY0424'PROJECTS 0.8 FOOT ABOVE THE GROUND, 24.5 FEET EAST OF THE EAST RAIL,
 PY0424'6.7 FEET EAST OF A WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE
 PY0424'TRACK.
 PY0424
 PY0424                          STATION RECOVERY (1967)
 PY0424
 PY0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0424'RECOVERED IN GOOD CONDITION.
 PY0424
 PY0424                          STATION RECOVERY (1987)
 PY0424
 PY0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0424'THE STATION WAS RECOVERED AT THIS DATE.
 PY0424'
 PY0424'THE STATION IS LOCATED ABOUT 15.0 KM (9.3 MI)
 PY0424'SOUTH-SOUTHEAST OF ISLAND PARK,
 PY0424'3.5 KM (2.2 MI) NORTH OF THE PINEVIEW CAMPGROUND, ALONG THE OLD
 PY0424'RAILROAD BED, IN THE TARGHEE NATIONAL FOREST, IN THE SOUTHWEST 1/4
 PY0424'OF SECTION 31, T 12 N, R 44 E.
 PY0424'NOTE, THE RAILROAD BED WILL BE CLOSED TO TRAFFIC OVER 46 INCHES IN
 PY0424'THE NEAR FUTURE.  A DIRT ROAD PARALLELS THE BED ABOUT 100 METERS TO
 PY0424'THE EAST.
 PY0424'OWNERSHIP--U.S. FOREST SERVICE, ISLAND PARK RANGER DISTRICT, PHONE
 PY0424'208-558-7301.
 PY0424'
 PY0424'TO REACH THE STATION FROM THE U.S. HIGHWAY 20 BRIDGE OVER THE
 PY0424'BUFFALO RIVER IN ISLAND PARK, GO SOUTHWEST FOR
 PY0424'0.3 KM (0.2 MI) ON HIGHWAY 20 TO THE FOREST SERVICE HEADQUARTERS ON
 PY0424'THE LEFT.  CONTINUE AHEAD FOR 3.0 KM (1.9 MI) TO A GRAVEL ROAD LEFT.
 PY0424'TURN LEFT AND GO EAST FOR 5.2 KM (3.25 MI) ON CHICK CREEK ROAD (FS
 PY0424'291) TO A CROSSROAD.  BEAR RIGHT AND GO SOUTHEAST FOR 0.8 MI (0.5
 PY0424'MI) ON WARM RIVER ROAD (FS 150) TO THE OLD RAILROAD BED.  CONTINUE
 PY0424'AHEAD AND GO SOUTH FOR 0.7 KM (0.45 MI), PARALLEL TO RAILROAD BED,
 PY0424'TO A CATTLE GUARD.  CONTINUE AHEAD FOR 8.1 KM (5.05 MI) TO A ROAD
 PY0424'LEFT AT SIGN, FISH CREEK ROAD 10.  CONTINUE AHEAD FOR 0.2 KM (0.15
 PY0424'MI) TO A POINT ON THE RIGHT AND THE STATION, ABOUT 100 METERS TO THE
 PY0424'WEST.  IF ALLOWED ON RAILROAD BED, CONTINUE AHEAD FOR 0.6 KM
 PY0424'(0.4 MI) TO A TRACK ROAD RIGHT AT CURVE.  TURN RIGHT AND GO 0.1 KM
 PY0424'(0.05 MI) TO THE RAILROAD BED.  TURN SHARP RIGHT AND GO NORTHEAST
 PY0424'FOR 0.4 KM (0.25 MI) TO THREE TRANSMISSION LINE POLES ON THE RIGHT.
 PY0424'CONTINUE AHEAD FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 PY0424'
 PY0424'THE STATION IS A STANDARD CGS BENCH MARK DISK
 PY0424'STAMPED---L 11 1923 6227.665---,
 PY0424'SET INTO A DRILL HOLE IN THE TOP OF A TRIANGULAR BOULDER 1 METER ON
 PY0424'SIDE PROJECTING 10 CM ABOVE GROUND.  LOCATED
 PY0424'38.7 METERS (127.0 FT) NORTH-NORTHEAST FROM UTILITY POLE NUMBER 259
 PY0424'A (ONE OF TWIN POLES),
 PY0424'8.3 METERS (27.2 FT) EAST-SOUTHEAST FROM THE CENTER OF OLD
 PY0424'RAILROAD BED, ABOUT 0.5 METERS LOWER THAN THE BED,
 PY0424'0.8 METERS (2.6 FT) WEST-NORTHWEST FROM A CARSONITE WITNESS POST
 PY0424'AND ABOUT
 PY0424'50 METERS (164 FT) NORTH FROM A YOUNG ASPEN GROVE.
 PY0424'
 PY0424'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0424'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0424'
 PY0424'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0424'
 PY0424'DESCRIBED BY G.R. HEID.
 PY0424
 PY0424                          STATION RECOVERY (2005)
 PY0424
 PY0424'RECOVERY NOTE BY DAVID J COUCH SURVEYING 2005 (DJC)
 PY0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0599 ***********************************************************************
 QZ0599  DESIGNATION -  L 11
 QZ0599  PID         -  QZ0599
 QZ0599  STATE/COUNTY-  ID/LEMHI
 QZ0599  USGS QUAD   -  MT MC GUIRE (1962)
 QZ0599
 QZ0599                         *CURRENT SURVEY CONTROL
 QZ0599  ___________________________________________________________________
 QZ0599* NAD 83(1992)-  45 09 30.27206(N)    114 30 53.29769(W)     ADJUSTED  
 QZ0599* NAVD 88     -      2889.26   (+/-2cm)    9479.2    (feet)  VERTCON   
 QZ0599  ___________________________________________________________________
 QZ0599  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 QZ0599  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 QZ0599
 QZ0599  HORZ ORDER  -  THIRD
 QZ0599  VERT ORDER  -  THIRD ? (See Below)
 QZ0599
 QZ0599.The horizontal coordinates were established by classical geodetic methods
 QZ0599.and adjusted by the National Geodetic Survey in July 1992..
 QZ0599
 QZ0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 QZ0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QZ0599.The vertical order pertains to the NGVD 29 superseded value.
 QZ0599
 QZ0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 QZ0599
 QZ0599.The geoid height was determined by GEOID03.
 QZ0599
 QZ0599;                    North         East     Units Scale Factor Converg.
 QZ0599;SPC ID C     -   388,043.877   459,523.397   MT  0.99996751   -0 21 54.1
 QZ0599;UTM  11      - 5,003,552.540   695,330.662   MT  1.00006916   +1 45 45.7
 QZ0599
 QZ0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QZ0599!SPC ID C     -   0.99954930  x   0.99996751  =   0.99951683
 QZ0599!UTM  11      -   0.99954930  x   1.00006916  =   0.99961843
 QZ0599
 QZ0599:                Primary Azimuth Mark                     Grid Az
 QZ0599:SPC ID C     -  MOUNT MCGUIRE                            284 44 55.1
 QZ0599:UTM  11      -  MOUNT MCGUIRE                            282 37 15.3
 QZ0599
 QZ0599|---------------------------------------------------------------------|
 QZ0599| PID    Reference Object                     Distance      Geod. Az  |
 QZ0599|                                                           dddmmss.s |
 QZ0599| QZ0600 MOUNT MCGUIRE                       APPROX. 7.1 KM 2842301.0 |
 QZ0599|---------------------------------------------------------------------|
 QZ0599
 QZ0599                          SUPERSEDED SURVEY CONTROL
 QZ0599
 QZ0599  NAD 83(1986)-  45 09 30.27181(N)    114 30 53.29101(W) AD(       ) 3
 QZ0599  NAD 27      -  45 09 30.57099(N)    114 30 49.96797(W) AD(       ) 3
 QZ0599  NGVD 29 (07/19/86) 2887.73   (m)         9474.2    (f) LEVELING    3  
 QZ0599
 QZ0599.Superseded values are not recommended for survey control.
 QZ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0599.See file dsdata.txt to determine how the superseded data were derived.
 QZ0599
 QZ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL9533103553(NAD 83)
 QZ0599_MARKER: DB = BENCH MARK DISK
 QZ0599_SETTING: 80 = SET IN A BOULDER
 QZ0599_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QZ0599
 QZ0599  HISTORY     - Date     Condition        Report By
 QZ0599  HISTORY     - 1944     MONUMENTED       USGS
 QZ0599  HISTORY     - 1961     GOOD             USGS
 QZ0599
 QZ0599                          STATION DESCRIPTION
 QZ0599
 QZ0599'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 QZ0599'DESCRIBED AS FOLLOWS--LOCATED 3.9 MI NE. OF
 QZ0599'CATHEDRAL ROCK, 800 FT N. OF GENT RIDGE TRAIL.  ON TOP OF MORE
 QZ0599'EASTERLY OF TWIN PEAKS (HIGHEST IN VICINITY) ABOUT 60 FT HIGHER
 QZ0599'THAN CATHEDRAL ROCK.
 QZ0599'
 QZ0599'NO TO REACH.
 QZ0599'
 QZ0599'STATION MARK--STANDARD BM TABLET STAMPED---L 11 1944 9475---, IN
 QZ0599'TOP OF ROCK IN PLACE, LEVEL WITH GROUND ON TOP OF PEAK.
 QZ0599
 QZ0599                          STATION RECOVERY (1961)
 QZ0599
 QZ0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 QZ0599'RECOVERED AS DESCRIBED.  STATION MARK IN GOOD
 QZ0599'CONDITION.  STATION REACHED BY HELICOPTER.
 QZ0599'
 QZ0599'CATHEDRAL ROCK, 3.9 MI. NE. OF, 800 FT. N. OF GENT RIDGE TRAIL, ON
 QZ0599'TOP OF MORE EASTERLY OF TWIN PEAKS (HIGHEST PEAKS IN VICINITY), ABOUT
 QZ0599'60 FT. HIGHER THAN CATHEDRAL ROCK, IN TOP OF ROCK IN PLACE, LEVEL WITH
 QZ0599'GROUND ON TOP OF PEAK, STANDARD TABLET STAMPED---L 11 1944 9475---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0012 ***********************************************************************
 NU0012  DESIGNATION -  L 115
 NU0012  PID         -  NU0012
 NU0012  STATE/COUNTY-  ID/BANNOCK
 NU0012  USGS QUAD   -  INKOM (1971)
 NU0012
 NU0012                         *CURRENT SURVEY CONTROL
 NU0012  ___________________________________________________________________
 NU0012* NAD 83(1986)-  42 47 46.     (N)    112 21 19.     (W)     SCALED    
 NU0012* NAVD 88     -      1371.459  (meters)    4499.53   (feet)  ADJUSTED  
 NU0012  ___________________________________________________________________
 NU0012  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 NU0012  DYNAMIC HT  -        1370.666 (meters)    4496.93  (feet)  COMP
 NU0012  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 NU0012
 NU0012  VERT ORDER  -  FIRST     CLASS I
 NU0012
 NU0012.The horizontal coordinates were scaled from a topographic map and have
 NU0012.an estimated accuracy of +/- 6 seconds.
 NU0012
 NU0012.The orthometric height was determined by differential leveling
 NU0012.and adjusted by the National Geodetic Survey in June 1991..
 NU0012
 NU0012.The geoid height was determined by GEOID03.
 NU0012
 NU0012.The dynamic height is computed by dividing the NAVD 88
 NU0012.geopotential number by the normal gravity value computed on the
 NU0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0012.degrees latitude (g = 980.6199 gals.).
 NU0012
 NU0012.The modeled gravity was interpolated from observed gravity values.
 NU0012
 NU0012;                    North         East    Units  Estimated Accuracy
 NU0012;SPC ID E     -   125,470.      184,570.      MT  (+/- 180 meters Scaled)
 NU0012
 NU0012                          SUPERSEDED SURVEY CONTROL
 NU0012
 NU0012  NGVD 29 (??/??/92) 1370.412  (m)         4496.09   (f) ADJ UNCH    1 1
 NU0012
 NU0012.Superseded values are not recommended for survey control.
 NU0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0012.See file dsdata.txt to determine how the superseded data were derived.
 NU0012
 NU0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN891390(NAD 83)
 NU0012_MARKER: DB = BENCH MARK DISK
 NU0012_SETTING: 66 = SET IN ROCK OUTCROP
 NU0012_SP_SET: GRANITE OUTCROP
 NU0012_STAMPING: L 115 1958
 NU0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0012+STABILITY: POSITION/ELEVATION WELL
 NU0012
 NU0012  HISTORY     - Date     Condition        Report By
 NU0012  HISTORY     - 1958     MONUMENTED       CGS
 NU0012  HISTORY     - 1967     GOOD             NGS
 NU0012
 NU0012                          STATION DESCRIPTION
 NU0012
 NU0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 NU0012'6.55 MI SE FROM POCATELLO.
 NU0012'6.55 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0012'AT POCATELLO, 17 1/4 POLES EAST OF MILEPOLE 208, 2-3/4 POLES WEST AND
 NU0012'ACROSS INTERSTATE HIGHWAY 15 FROM MILEPOLE 207.50, IN THE TOP OF A
 NU0012'LEDGE AT THE BASE OF A MASSIVE GRANITE OUTCROP, ABOUT 100 YARDS NORTH
 NU0012'AND ACROSS INTERSTATE HIGHWAY 15 FROM THE NORTH RAIL, 72 FEET NORTH OF
 NU0012'THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, 9.5 FEET NORTH OF
 NU0012'THE HIGHWAY RIGHT-OF-WAY FENCE, AND ABOUT 3 1/2 FEET HIGHER THAN THE
 NU0012'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0054 ***********************************************************************
 SV0054  DESIGNATION -  L 116
 SV0054  PID         -  SV0054
 SV0054  STATE/COUNTY-  ID/SHOSHONE
 SV0054  USGS QUAD   -  SPYGLASS PEAK (1996)
 SV0054
 SV0054                         *CURRENT SURVEY CONTROL
 SV0054  ___________________________________________________________________
 SV0054* NAD 83(1986)-  47 51 11.     (N)    116 14 45.     (W)     SCALED    
 SV0054* NAVD 88     -       908.182  (meters)    2979.59   (feet)  ADJUSTED  
 SV0054  ___________________________________________________________________
 SV0054  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 SV0054  DYNAMIC HT  -         908.170 (meters)    2979.55  (feet)  COMP
 SV0054  MODELED GRAV-     980,568.9   (mgal)                       NAVD 88
 SV0054
 SV0054  VERT ORDER  -  SECOND    CLASS 0
 SV0054
 SV0054.The horizontal coordinates were scaled from a topographic map and have
 SV0054.an estimated accuracy of +/- 6 seconds.
 SV0054
 SV0054.The orthometric height was determined by differential leveling
 SV0054.and adjusted by the National Geodetic Survey in June 1991..
 SV0054
 SV0054.The geoid height was determined by GEOID03.
 SV0054
 SV0054.The dynamic height is computed by dividing the NAVD 88
 SV0054.geopotential number by the normal gravity value computed on the
 SV0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0054.degrees latitude (g = 980.6199 gals.).
 SV0054
 SV0054.The modeled gravity was interpolated from observed gravity values.
 SV0054
 SV0054;                    North         East    Units  Estimated Accuracy
 SV0054;SPC ID W     -   687,550.      762,900.      MT  (+/- 180 meters Scaled)
 SV0054
 SV0054                          SUPERSEDED SURVEY CONTROL
 SV0054
 SV0054  NGVD 29 (??/??/92)  907.012  (m)         2975.76   (f) ADJ UNCH    2 0
 SV0054
 SV0054.Superseded values are not recommended for survey control.
 SV0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0054.See file dsdata.txt to determine how the superseded data were derived.
 SV0054
 SV0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP564002(NAD 83)
 SV0054_MARKER: DB = BENCH MARK DISK
 SV0054_SETTING: 66 = SET IN ROCK OUTCROP
 SV0054_SP_SET: OUTCROP
 SV0054_STAMPING: L 116 1958
 SV0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0054+STABILITY: POSITION/ELEVATION WELL
 SV0054
 SV0054  HISTORY     - Date     Condition        Report By
 SV0054  HISTORY     - 1958     MONUMENTED       CGS
 SV0054  HISTORY     - 1983     GOOD             NGS
 SV0054
 SV0054                          STATION DESCRIPTION
 SV0054
 SV0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0054'0.8 MI NE FROM MAGEE RANGER STATION.
 SV0054'0.8 MILE NORTHEAST ALONG A GRAVEL ROAD FROM MAGEE RANGER STATION, 0.35
 SV0054'MILE SOUTHWEST OF THE CROSSING OF BLACKIE CREEK, ACROSS THE ROAD FROM
 SV0054'TWO LEANING PINE TREES, SET VERTICALLY IN THE EAST FACE OF A 35 FOOT
 SV0054'LONG OUTCROP, 11 FEET WEST OF THE CENTER LINE OF THE ROAD, 55 FEET
 SV0054'NORTH AND ACROSS THE ROAD FROM A TELEPHONE POLE, AND 4 1/2 FEET HIGHER
 SV0054'THAN THE ROAD.
 SV0054
 SV0054                          STATION RECOVERY (1983)
 SV0054
 SV0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0748 ***********************************************************************
 OY0748  DESIGNATION -  L 117
 OY0748  PID         -  OY0748
 OY0748  STATE/COUNTY-  ID/BUTTE
 OY0748  USGS QUAD   -  CHAMPAGNE CREEK (1991)
 OY0748
 OY0748                         *CURRENT SURVEY CONTROL
 OY0748  ___________________________________________________________________
 OY0748* NAD 83(1986)-  43 30 50.     (N)    113 33 35.     (W)     SCALED    
 OY0748* NAVD 88     -      1711.228  (meters)    5614.25   (feet)  ADJUSTED  
 OY0748  ___________________________________________________________________
 OY0748  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 OY0748  DYNAMIC HT  -        1710.216 (meters)    5610.93  (feet)  COMP
 OY0748  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 OY0748
 OY0748  VERT ORDER  -  SECOND    CLASS 0
 OY0748
 OY0748.The horizontal coordinates were scaled from a topographic map and have
 OY0748.an estimated accuracy of +/- 6 seconds.
 OY0748
 OY0748.The orthometric height was determined by differential leveling
 OY0748.and adjusted by the National Geodetic Survey in June 1991..
 OY0748
 OY0748.The geoid height was determined by GEOID03.
 OY0748
 OY0748.The dynamic height is computed by dividing the NAVD 88
 OY0748.geopotential number by the normal gravity value computed on the
 OY0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0748.degrees latitude (g = 980.6199 gals.).
 OY0748
 OY0748.The modeled gravity was interpolated from observed gravity values.
 OY0748
 OY0748;                    North         East    Units  Estimated Accuracy
 OY0748;SPC ID C     -   205,280.      535,600.      MT  (+/- 180 meters Scaled)
 OY0748
 OY0748                          SUPERSEDED SURVEY CONTROL
 OY0748
 OY0748  NGVD 29 (??/??/92) 1710.077  (m)         5610.48   (f) ADJ UNCH    2 0
 OY0748
 OY0748.Superseded values are not recommended for survey control.
 OY0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0748.See file dsdata.txt to determine how the superseded data were derived.
 OY0748
 OY0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP931210(NAD 83)
 OY0748_MARKER: DB = BENCH MARK DISK
 OY0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0748_STAMPING: L 117 1958
 OY0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0748+STABILITY: SURFACE MOTION
 OY0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0748+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 OY0748
 OY0748  HISTORY     - Date     Condition        Report By
 OY0748  HISTORY     - 1958     MONUMENTED       CGS
 OY0748  HISTORY     - 20021028 GOOD             IDTD
 OY0748
 OY0748                          STATION DESCRIPTION
 OY0748
 OY0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0748'18.0 MI SW FROM ARCO.
 OY0748'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COUTHOUSE AT ARCO,
 OY0748'THENCE 13.0 MILES SOUTHWEST ALONG A DIRT ROAD, 0.4 MILE EAST OF THE
 OY0748'ABANDONED TOWN OF MARTIN, 0.25 MILE EAST OF THE JUNCTION OF A TRACK
 OY0748'ROAD SOUTH, 0.1 MILE WEST OF  THE CENTER OF A SHARP CURVE, 52 1/2 FEET
 OY0748'SOUTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A FENCE, 1.5
 OY0748'FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND
 OY0748'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 OY0748'GROUND.
 OY0748
 OY0748                          STATION RECOVERY (2002)
 OY0748
 OY0748'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (GDJ)
 OY0748'FROM THE PARK HEADQUARTERS ENTRANCE TO CRATERS OF THE MOON NAT. MON.,
 OY0748'PROCEED NORTHEAST ON US-20-26-93 FOR 3.975 KM TO MILEPOST 231.950,
 OY0748'TURN LEFT (WEST) ON A DIRT ROAD  AND PROCEED NORTHWESTERLY FOR 3.605
 OY0748'KM AND THE MARK ON THE LEFT.  NAD 83 (1999) RTK DERIVED POSITION =
 OY0748'43-30-49.59092 N   113-33-37.37585 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0599 ***********************************************************************
 OY0599  DESIGNATION -  L 118
 OY0599  PID         -  OY0599
 OY0599  STATE/COUNTY-  ID/BLAINE
 OY0599  USGS QUAD   -  ANTELOPE LAKE (1972)
 OY0599
 OY0599                         *CURRENT SURVEY CONTROL
 OY0599  ___________________________________________________________________
 OY0599* NAD 83(1986)-  43 13 06.     (N)    113 13 21.     (W)     SCALED    
 OY0599* NAVD 88     -      1535.342  (meters)    5037.20   (feet)  ADJUSTED  
 OY0599  ___________________________________________________________________
 OY0599  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 OY0599  DYNAMIC HT  -        1534.479 (meters)    5034.37  (feet)  COMP
 OY0599  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 OY0599
 OY0599  VERT ORDER  -  SECOND    CLASS 0
 OY0599
 OY0599.The horizontal coordinates were scaled from a topographic map and have
 OY0599.an estimated accuracy of +/- 6 seconds.
 OY0599
 OY0599.The orthometric height was determined by differential leveling
 OY0599.and adjusted by the National Geodetic Survey in June 1991..
 OY0599
 OY0599.The geoid height was determined by GEOID03.
 OY0599
 OY0599.The dynamic height is computed by dividing the NAVD 88
 OY0599.geopotential number by the normal gravity value computed on the
 OY0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0599.degrees latitude (g = 980.6199 gals.).
 OY0599
 OY0599.The modeled gravity was interpolated from observed gravity values.
 OY0599
 OY0599;                    North         East    Units  Estimated Accuracy
 OY0599;SPC ID C     -   172,650.      563,170.      MT  (+/- 180 meters Scaled)
 OY0599
 OY0599                          SUPERSEDED SURVEY CONTROL
 OY0599
 OY0599  NGVD 29 (??/??/92) 1534.284  (m)         5033.73   (f) ADJ UNCH    2 0
 OY0599
 OY0599.Superseded values are not recommended for survey control.
 OY0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0599.See file dsdata.txt to determine how the superseded data were derived.
 OY0599
 OY0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN194874(NAD 83)
 OY0599_MARKER: DB = BENCH MARK DISK
 OY0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0599_STAMPING: L 118 1958
 OY0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0599+STABILITY: SURFACE MOTION
 OY0599
 OY0599  HISTORY     - Date     Condition        Report By
 OY0599  HISTORY     - 1958     MONUMENTED       CGS
 OY0599
 OY0599                          STATION DESCRIPTION
 OY0599
 OY0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0599'32.35 MI S FROM ARCO.
 OY0599'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0599'THENCE 29.9 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, THENCE
 OY0599'0.55 MILE EAST ACROSS COUNTRY, AT COXS WELL AIRPORT, AT THE NORTHEAST
 OY0599'CORNER OF THE EAST-WEST RUNWAY, 64 FEET NORTH OF THE CENTER LINE OF
 OY0599'THE RUNWAY, 12 FEET NORTH OF THE EXTENDED NORTH EDGE OF THE RUNWAY, 7
 OY0599'FEET EAST OF THE EXTENDED EAST END OF THE RUNWAY, 5 FEET NORTHEAST OF
 OY0599'THE NORTHEAST CORNER OF A CORRUGATED METAL RUNWAY MARKER, ABOUT LEVEL
 OY0599'WITH THE RUNWAY, 1.4 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP
 OY0599'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0592 ***********************************************************************
 OY0592  DESIGNATION -  L 119
 OY0592  PID         -  OY0592
 OY0592  STATE/COUNTY-  ID/BUTTE
 OY0592  USGS QUAD   -  SERVICEBERRY BUTTE (1972)
 OY0592
 OY0592                         *CURRENT SURVEY CONTROL
 OY0592  ___________________________________________________________________
 OY0592* NAD 83(1986)-  43 17 14.     (N)    113 13 29.     (W)     SCALED    
 OY0592* NAVD 88     -      1565.346  (meters)    5135.64   (feet)  ADJUSTED  
 OY0592  ___________________________________________________________________
 OY0592  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 OY0592  DYNAMIC HT  -        1564.468 (meters)    5132.76  (feet)  COMP
 OY0592  MODELED GRAV-     980,003.4   (mgal)                       NAVD 88
 OY0592
 OY0592  VERT ORDER  -  SECOND    CLASS 0
 OY0592
 OY0592.The horizontal coordinates were scaled from a topographic map and have
 OY0592.an estimated accuracy of +/- 6 seconds.
 OY0592
 OY0592.The orthometric height was determined by differential leveling
 OY0592.and adjusted by the National Geodetic Survey in June 1991..
 OY0592
 OY0592.The geoid height was determined by GEOID03.
 OY0592
 OY0592.The dynamic height is computed by dividing the NAVD 88
 OY0592.geopotential number by the normal gravity value computed on the
 OY0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0592.degrees latitude (g = 980.6199 gals.).
 OY0592
 OY0592.The modeled gravity was interpolated from observed gravity values.
 OY0592
 OY0592;                    North         East    Units  Estimated Accuracy
 OY0592;SPC ID C     -   180,300.      562,920.      MT  (+/- 180 meters Scaled)
 OY0592
 OY0592                          SUPERSEDED SURVEY CONTROL
 OY0592
 OY0592  NGVD 29 (??/??/92) 1564.289  (m)         5132.17   (f) ADJ UNCH    2 0
 OY0592
 OY0592.Superseded values are not recommended for survey control.
 OY0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0592.See file dsdata.txt to determine how the superseded data were derived.
 OY0592
 OY0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN195951(NAD 83)
 OY0592_MARKER: DB = BENCH MARK DISK
 OY0592_SETTING: 66 = SET IN ROCK OUTCROP
 OY0592_SP_SET: ROCK OUTCROP
 OY0592_STAMPING: L 119 1958
 OY0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0592+STABILITY: POSITION/ELEVATION WELL
 OY0592
 OY0592  HISTORY     - Date     Condition        Report By
 OY0592  HISTORY     - 1958     MONUMENTED       CGS
 OY0592
 OY0592                          STATION DESCRIPTION
 OY0592
 OY0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0592'26.5 MI S FROM ARCO.
 OY0592'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0592'THENCE 24.6 MILES SOUTH, SOUTHEAST AND SOUTH ALONG A DIRT ROAD, 0.1
 OY0592'MILE NORTH OF THE T JUNCTION OF A DIRT ROAD WEST, AT THE NORTH END OF
 OY0592'A CURVE, ON A SMALL KNOLL, IN TOP OF A LAVA OUTCROP WHICH PROJECTS
 OY0592'ABOUT 0.4 FOOT ABOVE THE GROUND, 65 1/2 FEET WEST OF THE CENTER LINE
 OY0592'OF THE ROAD, 168 FEET NORTHWEST OF THE CENTER OF THE CURVE, AND ABOUT
 OY0592'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1337 ***********************************************************************
 OY1337  DESIGNATION -  L 120 RESET
 OY1337  PID         -  OY1337
 OY1337  STATE/COUNTY-  ID/BLAINE
 OY1337  USGS QUAD   -  BLIZZARD MTN SOUTH (1972)
 OY1337
 OY1337                         *CURRENT SURVEY CONTROL
 OY1337  ___________________________________________________________________
 OY1337* NAD 83(1986)-  43 23 17.     (N)    113 41 07.     (W)     SCALED    
 OY1337* NAVD 88     -      1605.80   (meters)    5268.4    (feet)  RESET     
 OY1337  ___________________________________________________________________
 OY1337  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 OY1337
 OY1337  VERT ORDER  -  THIRD
 OY1337
 OY1337.The horizontal coordinates were scaled from a topographic map and have
 OY1337.an estimated accuracy of +/- 6 seconds.
 OY1337
 OY1337.The orthometric height was computed from unverified reset data.
 OY1337.No vertical observational check was made to the station.
 OY1337
 OY1337.The geoid height was determined by GEOID03.
 OY1337
 OY1337;                    North         East    Units  Estimated Accuracy
 OY1337;SPC ID C     -   191,260.      525,500.      MT  (+/- 180 meters Scaled)
 OY1337
 OY1337                          SUPERSEDED SURVEY CONTROL
 OY1337
 OY1337  NGVD 29 (03/27/06) 1604.71   (m)         5264.8    (f) RESET       3  
 OY1337
 OY1337.Superseded values are not recommended for survey control.
 OY1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1337.See file dsdata.txt to determine how the superseded data were derived.
 OY1337
 OY1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP825074(NAD 83)
 OY1337_MARKER: DV = VERTICAL CONTROL DISK
 OY1337_SETTING: 66 = SET IN ROCK OUTCROP
 OY1337_SP_SET: ROCK OUTCROP
 OY1337_STAMPING: L 120 RESET 1978
 OY1337_MARK LOGO: NGS   
 OY1337_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1337+STABILITY: POSITION/ELEVATION WELL
 OY1337
 OY1337  HISTORY     - Date     Condition        Report By
 OY1337  HISTORY     - 1978     MONUMENTED       NGS
 OY1337
 OY1337                          STATION DESCRIPTION
 OY1337
 OY1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 OY1337'FROM THE CAREY POST OFFICE BY GOING NORTHEAST ON US HIGHWAYS 20, 26,
 OY1337'AND 93 FOR 15.1 MILES (24.3 KM) TO THE MARK ON THE LEFT, 2.8 MILES
 OY1337'(4.5 KM) SOUTHWEST OF THE COUNTY LINE, AND 0.45 MILE (0.72 KM)
 OY1337'SOUTHWEST OF A SIDE ROAD NORTHWEST, 106 FEET (32.3 M) NORTH, AND
 OY1337'ACROSS THE HIGHWAY FROM THE MILEPOST NO 220, 57 FEET (17.4 M)
 OY1337'NORTHWEST OF THE CENTER OF THE HIGHWAY, AND 1-FOOT SOUTH OF A ROCK
 OY1337'CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0626 ***********************************************************************
 OY0626  DESIGNATION -  L 121
 OY0626  PID         -  OY0626
 OY0626  STATE/COUNTY-  ID/POWER
 OY0626  USGS QUAD   -  MOSBY WELL (1972)
 OY0626
 OY0626                         *CURRENT SURVEY CONTROL
 OY0626  ___________________________________________________________________
 OY0626* NAD 83(1986)-  43 03 05.     (N)    113 05 08.     (W)     SCALED    
 OY0626* NAVD 88     -      1567.734  (meters)    5143.47   (feet)  ADJUSTED  
 OY0626  ___________________________________________________________________
 OY0626  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 OY0626  DYNAMIC HT  -        1566.807 (meters)    5140.43  (feet)  COMP
 OY0626  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 OY0626
 OY0626  VERT ORDER  -  SECOND    CLASS 0
 OY0626
 OY0626.The horizontal coordinates were scaled from a topographic map and have
 OY0626.an estimated accuracy of +/- 6 seconds.
 OY0626
 OY0626.The orthometric height was determined by differential leveling
 OY0626.and adjusted by the National Geodetic Survey in June 1991..
 OY0626
 OY0626.The geoid height was determined by GEOID03.
 OY0626
 OY0626.The dynamic height is computed by dividing the NAVD 88
 OY0626.geopotential number by the normal gravity value computed on the
 OY0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0626.degrees latitude (g = 980.6199 gals.).
 OY0626
 OY0626.The modeled gravity was interpolated from observed gravity values.
 OY0626
 OY0626;                    North         East    Units  Estimated Accuracy
 OY0626;SPC ID E     -   154,220.      125,140.      MT  (+/- 180 meters Scaled)
 OY0626
 OY0626                          SUPERSEDED SURVEY CONTROL
 OY0626
 OY0626  NGVD 29 (??/??/92) 1566.65   (m)         5139.9    (f) COMPUTED    2 0
 OY0626
 OY0626.Superseded values are not recommended for survey control.
 OY0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0626.See file dsdata.txt to determine how the superseded data were derived.
 OY0626
 OY0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN301686(NAD 83)
 OY0626_MARKER: DB = BENCH MARK DISK
 OY0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0626_STAMPING: L 121 1958
 OY0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0626+STABILITY: SURFACE MOTION
 OY0626
 OY0626  HISTORY     - Date     Condition        Report By
 OY0626  HISTORY     - 1958     MONUMENTED       CGS
 OY0626
 OY0626                          STATION DESCRIPTION
 OY0626
 OY0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0626'19.85 MI W FROM STERLING.
 OY0626'4.05 MILES WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AND GROCERY
 OY0626'STORE AT STERLING, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 39,
 OY0626'THENCE 2.05 MILES WEST ALONG A GRAVEL ROAD, THENCE 12.75 MILES WEST
 OY0626'ALONG A DIRT ROAD, 0.13 MILE EAST OF THE JUNCTION OF A TRACK ROAD
 OY0626'SOUTHEAST, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.9 FEET EAST
 OY0626'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 OY0626'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0949 ***********************************************************************
 NU0949  DESIGNATION -  L 122
 NU0949  PID         -  NU0949
 NU0949  STATE/COUNTY-  ID/CASSIA
 NU0949  USGS QUAD   -  IDAHOME (1978)
 NU0949
 NU0949                         *CURRENT SURVEY CONTROL
 NU0949  ___________________________________________________________________
 NU0949* NAD 83(1986)-  42 27 09.     (N)    113 24 19.     (W)     SCALED    
 NU0949* NAVD 88     -      1344.128  (meters)    4409.86   (feet)  ADJUSTED  
 NU0949  ___________________________________________________________________
 NU0949  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 NU0949  DYNAMIC HT  -        1343.299 (meters)    4407.14  (feet)  COMP
 NU0949  MODELED GRAV-     979,958.4   (mgal)                       NAVD 88
 NU0949
 NU0949  VERT ORDER  -  FIRST     CLASS II
 NU0949
 NU0949.The horizontal coordinates were scaled from a topographic map and have
 NU0949.an estimated accuracy of +/- 6 seconds.
 NU0949
 NU0949.The orthometric height was determined by differential leveling
 NU0949.and adjusted by the National Geodetic Survey in June 1991..
 NU0949
 NU0949.The geoid height was determined by GEOID03.
 NU0949
 NU0949.The dynamic height is computed by dividing the NAVD 88
 NU0949.geopotential number by the normal gravity value computed on the
 NU0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0949.degrees latitude (g = 980.6199 gals.).
 NU0949
 NU0949.The modeled gravity was interpolated from observed gravity values.
 NU0949
 NU0949;                    North         East    Units  Estimated Accuracy
 NU0949;SPC ID C     -    87,450.      548,920.      MT  (+/- 180 meters Scaled)
 NU0949
 NU0949                          SUPERSEDED SURVEY CONTROL
 NU0949
 NU0949  NGVD 29 (??/??/92) 1343.107  (m)         4406.51   (f) ADJ UNCH    1 2
 NU0949
 NU0949.Superseded values are not recommended for survey control.
 NU0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0949.See file dsdata.txt to determine how the superseded data were derived.
 NU0949
 NU0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN022028(NAD 83)
 NU0949_MARKER: DB = BENCH MARK DISK
 NU0949_SETTING: 66 = SET IN ROCK OUTCROP
 NU0949_SP_SET: ROCK OUTCROP
 NU0949_STAMPING: L 122 1958
 NU0949_MARK LOGO: CGS   
 NU0949_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0949+STABILITY: POSITION/ELEVATION WELL
 NU0949
 NU0949  HISTORY     - Date     Condition        Report By
 NU0949  HISTORY     - 1958     MONUMENTED       CGS
 NU0949  HISTORY     - 19741216 GOOD             USGS
 NU0949
 NU0949                          STATION DESCRIPTION
 NU0949
 NU0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0949'10.3 MI N FROM MALTA.
 NU0949'10.3 MILES NORTH ALONG U. S. HIGHWAY 30 SOUTH FROM THE POST OFFICE AT
 NU0949'MALTA, ON A SMALL BRUSHY MOUND, IN TOP OF A LAVA OUTCROP, 139 FEET
 NU0949'WEST OF THE CENTERLINE OF THE HIGHWAY, 88 FEET WEST OF A FENCE, 88
 NU0949'FEET WEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 NU0949
 NU0949                          STATION RECOVERY (1974)
 NU0949
 NU0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0164 ***********************************************************************
 TO0164  DESIGNATION -  L 123
 TO0164  PID         -  TO0164
 TO0164  STATE/COUNTY-  ID/BONNER
 TO0164  USGS QUAD   -  DERR POINT (1989)
 TO0164
 TO0164                         *CURRENT SURVEY CONTROL
 TO0164  ___________________________________________________________________
 TO0164* NAD 83(1986)-  48 02 25.     (N)    116 10 47.     (W)     SCALED    
 TO0164* NAVD 88     -      1191.486  (meters)    3909.07   (feet)  ADJUSTED  
 TO0164  ___________________________________________________________________
 TO0164  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 TO0164  DYNAMIC HT  -        1191.403 (meters)    3908.79  (feet)  COMP
 TO0164  MODELED GRAV-     980,501.8   (mgal)                       NAVD 88
 TO0164
 TO0164  VERT ORDER  -  SECOND    CLASS 0
 TO0164
 TO0164.The horizontal coordinates were scaled from a topographic map and have
 TO0164.an estimated accuracy of +/- 6 seconds.
 TO0164
 TO0164.The orthometric height was determined by differential leveling
 TO0164.and adjusted by the National Geodetic Survey in June 1991..
 TO0164
 TO0164.The geoid height was determined by GEOID03.
 TO0164
 TO0164.The dynamic height is computed by dividing the NAVD 88
 TO0164.geopotential number by the normal gravity value computed on the
 TO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0164.degrees latitude (g = 980.6199 gals.).
 TO0164
 TO0164.The modeled gravity was interpolated from observed gravity values.
 TO0164
 TO0164;                    North         East    Units  Estimated Accuracy
 TO0164;SPC ID W     -   708,340.      767,960.      MT  (+/- 180 meters Scaled)
 TO0164
 TO0164                          SUPERSEDED SURVEY CONTROL
 TO0164
 TO0164  NGVD 29 (??/??/92) 1190.242  (m)         3904.99   (f) ADJ UNCH    2 0
 TO0164
 TO0164.Superseded values are not recommended for survey control.
 TO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0164.See file dsdata.txt to determine how the superseded data were derived.
 TO0164
 TO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP611211(NAD 83)
 TO0164_MARKER: DB = BENCH MARK DISK
 TO0164_SETTING: 66 = SET IN ROCK OUTCROP
 TO0164_SP_SET: OUTCROP
 TO0164_STAMPING: L 123 1958
 TO0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0164+STABILITY: POSITION/ELEVATION WELL
 TO0164
 TO0164  HISTORY     - Date     Condition        Report By
 TO0164  HISTORY     - 1958     MONUMENTED       CGS
 TO0164
 TO0164                          STATION DESCRIPTION
 TO0164
 TO0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TO0164'11.0 MI S FROM CLARK FORK.
 TO0164'0.1 MILE EAST ALONG U.S. HIGHWAY 10 FROM THE SCHOOL AT CLARK FORK,
 TO0164'THENCE 5.4 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE 5.5 MILES
 TO0164'SOUTHWEST ALONG A DIRT ROAD, ON THE INSIDE OF A CURVE, IN TOP OF AN
 TO0164'OUTCROP, 10 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2
 TO0164'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0103 ***********************************************************************
 SV0103  DESIGNATION -  L 124
 SV0103  PID         -  SV0103
 SV0103  STATE/COUNTY-  ID/SHOSHONE
 SV0103  USGS QUAD   -  STEAMBOAT CREEK (1996)
 SV0103
 SV0103                         *CURRENT SURVEY CONTROL
 SV0103  ___________________________________________________________________
 SV0103* NAD 83(1986)-  47 39 22.     (N)    116 10 30.     (W)     SCALED    
 SV0103* NAVD 88     -       684.917  (meters)    2247.10   (feet)  ADJUSTED  
 SV0103  ___________________________________________________________________
 SV0103  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 SV0103  DYNAMIC HT  -         684.861 (meters)    2246.91  (feet)  COMP
 SV0103  MODELED GRAV-     980,511.4   (mgal)                       NAVD 88
 SV0103
 SV0103  VERT ORDER  -  SECOND    CLASS 0
 SV0103
 SV0103.The horizontal coordinates were scaled from a topographic map and have
 SV0103.an estimated accuracy of +/- 6 seconds.
 SV0103
 SV0103.The orthometric height was determined by differential leveling
 SV0103.and adjusted by the National Geodetic Survey in June 1991..
 SV0103
 SV0103.The geoid height was determined by GEOID03.
 SV0103
 SV0103.The dynamic height is computed by dividing the NAVD 88
 SV0103.geopotential number by the normal gravity value computed on the
 SV0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0103.degrees latitude (g = 980.6199 gals.).
 SV0103
 SV0103.The modeled gravity was interpolated from observed gravity values.
 SV0103
 SV0103;                    North         East    Units  Estimated Accuracy
 SV0103;SPC ID W     -   665,620.      768,080.      MT  (+/- 180 meters Scaled)
 SV0103
 SV0103                          SUPERSEDED SURVEY CONTROL
 SV0103
 SV0103  NGVD 29 (??/??/92)  683.723  (m)         2243.18   (f) ADJ UNCH    2 0
 SV0103
 SV0103.Superseded values are not recommended for survey control.
 SV0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0103.See file dsdata.txt to determine how the superseded data were derived.
 SV0103
 SV0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN619784(NAD 83)
 SV0103_MARKER: DB = BENCH MARK DISK
 SV0103_SETTING: 66 = SET IN ROCK OUTCROP
 SV0103_SP_SET: ROCK CLIFF
 SV0103_STAMPING: L 124 1958
 SV0103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0103+STABILITY: POSITION/ELEVATION WELL
 SV0103
 SV0103  HISTORY     - Date     Condition        Report By
 SV0103  HISTORY     - 1958     MONUMENTED       CGS
 SV0103
 SV0103                          STATION DESCRIPTION
 SV0103
 SV0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SV0103'11.0 MI NE FROM KINGSTON.
 SV0103'2.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF U.S.
 SV0103'HIGHWAY 10 AT KINGSTON, THENCE 8.8 MILES NORTHEAST ALONG A ROAD
 SV0103'FOLLOWING THE RIGHT BANK OF THE COEUR DALENE RIVER, 0.18 MILE NORTH OF
 SV0103'A FOOT BRIDGE LEADING EAST ACROSS THE RIVER, SET VERTICALLY IN THE
 SV0103'EAST FACE OF A SHEER 20-FOOT HIGH ROCK CLIFF, 21 FEET WEST OF THE
 SV0103'CENTER LINE OF THE ROAD, 177 FEET SOUTH OF THE NORTH END OF THE CLIFF,
 SV0103'AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0184 ***********************************************************************
 RZ0184  DESIGNATION -  L 125
 RZ0184  PID         -  RZ0184
 RZ0184  STATE/COUNTY-  ID/IDAHO
 RZ0184  USGS QUAD   -  WOODLAND (1994)
 RZ0184
 RZ0184                         *CURRENT SURVEY CONTROL
 RZ0184  ___________________________________________________________________
 RZ0184* NAD 83(1986)-  46 17 53.     (N)    116 07 31.     (W)     SCALED    
 RZ0184* NAVD 88     -       348.308  (meters)    1142.74   (feet)  ADJUSTED  
 RZ0184  ___________________________________________________________________
 RZ0184  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 RZ0184  DYNAMIC HT  -         348.277 (meters)    1142.64  (feet)  COMP
 RZ0184  MODELED GRAV-     980,518.0   (mgal)                       NAVD 88
 RZ0184
 RZ0184  VERT ORDER  -  SECOND    CLASS 0
 RZ0184
 RZ0184.The horizontal coordinates were scaled from a topographic map and have
 RZ0184.an estimated accuracy of +/- 6 seconds.
 RZ0184
 RZ0184.The orthometric height was determined by differential leveling
 RZ0184.and adjusted by the National Geodetic Survey in June 1991..
 RZ0184
 RZ0184.The geoid height was determined by GEOID03.
 RZ0184
 RZ0184.The dynamic height is computed by dividing the NAVD 88
 RZ0184.geopotential number by the normal gravity value computed on the
 RZ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0184.degrees latitude (g = 980.6199 gals.).
 RZ0184
 RZ0184.The modeled gravity was interpolated from observed gravity values.
 RZ0184
 RZ0184;                    North         East    Units  Estimated Accuracy
 RZ0184;SPC ID W     -   514,640.      771,090.      MT  (+/- 180 meters Scaled)
 RZ0184
 RZ0184                          SUPERSEDED SURVEY CONTROL
 RZ0184
 RZ0184  NGVD 29 (??/??/92)  347.257  (m)         1139.29   (f) ADJ UNCH    2 0
 RZ0184
 RZ0184.Superseded values are not recommended for survey control.
 RZ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0184.See file dsdata.txt to determine how the superseded data were derived.
 RZ0184
 RZ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM673275(NAD 83)
 RZ0184_MARKER: DB = BENCH MARK DISK
 RZ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0184_STAMPING: L 125 1935
 RZ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0184+STABILITY: SURFACE MOTION
 RZ0184
 RZ0184  HISTORY     - Date     Condition        Report By
 RZ0184  HISTORY     - 1935     MONUMENTED       CGS
 RZ0184
 RZ0184                          STATION DESCRIPTION
 RZ0184
 RZ0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0184'6.9 MI SE FROM GREER.
 RZ0184'IN IDAHO COUNTY, 6.9 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC
 RZ0184'RAILWAY FROM THE STATION AT GREER, 0.3 MILE SOUTHEAST OF MILEPOST 44,
 RZ0184'AT PARDEE SIDING, 54 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OLD
 RZ0184'PARDEE POST OFFICE, 43.6 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 RZ0184'PARDEE WAITING SHED, 66.8 FEET NORTHEAST OF THE CENTER LINE OF THE
 RZ0184'TRACK, 2 FEET SOUTH OF THE NORTHWEST CORNER OF A FENCE, AND 0.6 FEET
 RZ0184'SOUTHWEST OF A SOUTHEAST-AND-NORTHWEST FENCE.  SET IN THE TOP OF A
 RZ0184'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0161 ***********************************************************************
 RZ0161  DESIGNATION -  L 127
 RZ0161  PID         -  RZ0161
 RZ0161  STATE/COUNTY-  ID/CLEARWATER
 RZ0161  USGS QUAD   -  OROFINO EAST (1994)
 RZ0161
 RZ0161                         *CURRENT SURVEY CONTROL
 RZ0161  ___________________________________________________________________
 RZ0161* NAD 83(1986)-  46 29 05.     (N)    116 12 52.     (W)     SCALED    
 RZ0161* NAVD 88     -       367.671  (meters)    1206.27   (feet)  ADJUSTED  
 RZ0161  ___________________________________________________________________
 RZ0161  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 RZ0161  DYNAMIC HT  -         367.662 (meters)    1206.24  (feet)  COMP
 RZ0161  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 RZ0161
 RZ0161  VERT ORDER  -  FIRST     CLASS II
 RZ0161
 RZ0161.The horizontal coordinates were scaled from a topographic map and have
 RZ0161.an estimated accuracy of +/- 6 seconds.
 RZ0161
 RZ0161.The orthometric height was determined by differential leveling
 RZ0161.and adjusted by the National Geodetic Survey in June 1991..
 RZ0161
 RZ0161.The geoid height was determined by GEOID03.
 RZ0161
 RZ0161.The dynamic height is computed by dividing the NAVD 88
 RZ0161.geopotential number by the normal gravity value computed on the
 RZ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0161.degrees latitude (g = 980.6199 gals.).
 RZ0161
 RZ0161.The modeled gravity was interpolated from observed gravity values.
 RZ0161
 RZ0161;                    North         East    Units  Estimated Accuracy
 RZ0161;SPC ID W     -   535,420.      764,340.      MT  (+/- 180 meters Scaled)
 RZ0161
 RZ0161                          SUPERSEDED SURVEY CONTROL
 RZ0161
 RZ0161  NGVD 29 (??/??/92)  366.652  (m)         1202.92   (f) ADJ UNCH    1 2
 RZ0161
 RZ0161.Superseded values are not recommended for survey control.
 RZ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0161.See file dsdata.txt to determine how the superseded data were derived.
 RZ0161
 RZ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM602482(NAD 83)
 RZ0161_MARKER: DB = BENCH MARK DISK
 RZ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0161_STAMPING: L-127 1935
 RZ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0161+STABILITY: SURFACE MOTION
 RZ0161
 RZ0161  HISTORY     - Date     Condition        Report By
 RZ0161  HISTORY     - 1935     MONUMENTED       CGS
 RZ0161
 RZ0161                          STATION DESCRIPTION
 RZ0161
 RZ0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0161'2.2 MI NE FROM OROFINO.
 RZ0161'2.2 MILES NORTHEAST OF, ALONG NORTHERN PACIFIC R.R. FROM JOHNSON AVE.
 RZ0161'RY CROSSING.  AT RAILROAD CROSSING ON NORTH SIDE OF TRACK ON SOUTH
 RZ0161'SLOPE OF HILL.  EAST OF RAILROAD CROSSING.  ABOUT 180 FEET EAST OF
 RZ0161'CENTERLINE OF RAILROAD CROSSING.  84.5 FEET EAST OF RAILROAD CROSSING
 RZ0161'SIGN.  29.4 FEET NORTH OF CENTERLINE OF NORTHERN PACIFIC R.R.  8.8 FT.
 RZ0161'SOUTH OF R/W FENCE.  4.5 FEET ABOVE LEVEL OF TRACK.  TABLET SET IN
 RZ0161'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0021 ***********************************************************************
 RZ0021  DESIGNATION -  L 128
 RZ0021  PID         -  RZ0021
 RZ0021  STATE/COUNTY-  ID/CLEARWATER
 RZ0021  USGS QUAD   -  DENT (1994)
 RZ0021
 RZ0021                         *CURRENT SURVEY CONTROL
 RZ0021  ___________________________________________________________________
 RZ0021* NAD 83(1986)-  46 37 17.     (N)    116 11 39.     (W)     SCALED    
 RZ0021* NAVD 88     -       691.632  (meters)    2269.13   (feet)  ADJUSTED  
 RZ0021  ___________________________________________________________________
 RZ0021  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 RZ0021  DYNAMIC HT  -         691.571 (meters)    2268.93  (feet)  COMP
 RZ0021  MODELED GRAV-     980,503.7   (mgal)                       NAVD 88
 RZ0021
 RZ0021  VERT ORDER  -  SECOND    CLASS 0
 RZ0021
 RZ0021.The horizontal coordinates were scaled from a topographic map and have
 RZ0021.an estimated accuracy of +/- 6 seconds.
 RZ0021
 RZ0021.The orthometric height was determined by differential leveling
 RZ0021.and adjusted by the National Geodetic Survey in June 1991..
 RZ0021
 RZ0021.The geoid height was determined by GEOID03.
 RZ0021
 RZ0021.The dynamic height is computed by dividing the NAVD 88
 RZ0021.geopotential number by the normal gravity value computed on the
 RZ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0021.degrees latitude (g = 980.6199 gals.).
 RZ0021
 RZ0021.The modeled gravity was interpolated from observed gravity values.
 RZ0021
 RZ0021;                    North         East    Units  Estimated Accuracy
 RZ0021;SPC ID W     -   550,600.      765,980.      MT  (+/- 180 meters Scaled)
 RZ0021
 RZ0021                          SUPERSEDED SURVEY CONTROL
 RZ0021
 RZ0021  NGVD 29 (??/??/92)  690.557  (m)         2265.60   (f) ADJ UNCH    2 0
 RZ0021
 RZ0021.Superseded values are not recommended for survey control.
 RZ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0021.See file dsdata.txt to determine how the superseded data were derived.
 RZ0021
 RZ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM616634(NAD 83)
 RZ0021_MARKER: DB = BENCH MARK DISK
 RZ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0021_STAMPING: L-128 1935
 RZ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0021+STABILITY: SURFACE MOTION
 RZ0021
 RZ0021  HISTORY     - Date     Condition        Report By
 RZ0021  HISTORY     - 1935     MONUMENTED       CGS
 RZ0021
 RZ0021                          STATION DESCRIPTION
 RZ0021
 RZ0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0021'17.2 MI NE FROM AHSAHKA.
 RZ0021'17.2 MILES NORTHEAST OF, ALONG COUNTY ROAD, TO ELK RIVER, FROM
 RZ0021'NORTHERN PACIFIC RY. STATION.  SET ON EAST SIDE OF ROAD BETWEEN TWO
 RZ0021'CURVES IN ROAD ON EAST SLOPE OF HILL IN SMALL GROWTH OF PINES.  ABOUT
 RZ0021'0.3 MILE NORTH OF RANCH HOUSE ON TOP OF SUMMIT.  41.2 FEET SOUTHWEST
 RZ0021'OF 16 INCH IN DIAMETER FIR TREE.  35 FEET EAST OF CENTERLINE OF DIRT
 RZ0021'ROAD.  9 FEET EAST OF SMALL FIR TREE.  7 FEET SOUTH OF SMALL FIR TREE.
 RZ0021'ABOUT 1.5 FT. BELOW LEVEL OF ROAD.  TABLET SET IN PRECAST CONCRETE
 RZ0021'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0538 ***********************************************************************
 QZ0538  DESIGNATION -  L 129
 QZ0538  PID         -  QZ0538
 QZ0538  STATE/COUNTY-  ID/IDAHO
 QZ0538  USGS QUAD   -  HARPSTER (1995)
 QZ0538
 QZ0538                         *CURRENT SURVEY CONTROL
 QZ0538  ___________________________________________________________________
 QZ0538* NAD 83(1986)-  45 59 09.     (N)    115 57 53.     (W)     SCALED    
 QZ0538* NAVD 88     -       477.333  (meters)    1566.05   (feet)  ADJUSTED  
 QZ0538  ___________________________________________________________________
 QZ0538  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 QZ0538  DYNAMIC HT  -         477.281 (meters)    1565.88  (feet)  COMP
 QZ0538  MODELED GRAV-     980,494.5   (mgal)                       NAVD 88
 QZ0538
 QZ0538  VERT ORDER  -  SECOND    CLASS 0
 QZ0538
 QZ0538.The horizontal coordinates were scaled from a topographic map and have
 QZ0538.an estimated accuracy of +/- 6 seconds.
 QZ0538
 QZ0538.The orthometric height was determined by differential leveling
 QZ0538.and adjusted by the National Geodetic Survey in June 1991..
 QZ0538
 QZ0538.The geoid height was determined by GEOID03.
 QZ0538
 QZ0538.The dynamic height is computed by dividing the NAVD 88
 QZ0538.geopotential number by the normal gravity value computed on the
 QZ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0538.degrees latitude (g = 980.6199 gals.).
 QZ0538
 QZ0538.The modeled gravity was interpolated from observed gravity values.
 QZ0538
 QZ0538;                    North         East    Units  Estimated Accuracy
 QZ0538;SPC ID W     -   479,890.      783,360.      MT  (+/- 180 meters Scaled)
 QZ0538
 QZ0538                          SUPERSEDED SURVEY CONTROL
 QZ0538
 QZ0538  NGVD 29 (??/??/92)  476.298  (m)         1562.65   (f) ADJ UNCH    2 0
 QZ0538
 QZ0538.Superseded values are not recommended for survey control.
 QZ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0538.See file dsdata.txt to determine how the superseded data were derived.
 QZ0538
 QZ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL801929(NAD 83)
 QZ0538_MARKER: DB = BENCH MARK DISK
 QZ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0538_STAMPING: L 129 1935
 QZ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0538+STABILITY: SURFACE MOTION
 QZ0538
 QZ0538  HISTORY     - Date     Condition        Report By
 QZ0538  HISTORY     - 1935     MONUMENTED       CGS
 QZ0538  HISTORY     - 1962     MARK NOT FOUND   USGS
 QZ0538
 QZ0538                          STATION DESCRIPTION
 QZ0538
 QZ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QZ0538'IN HARPSTER.
 QZ0538'AT HARPSTER, IDAHO COUNTY, AT THE NORTHWEST END OF THE FLOYD FERGUSON
 QZ0538'CULTIVATED GARDEN SPOT, ABOUT 325 FEET SOUTH OF THE POST OFFICE AND
 QZ0538'GENERAL STORE, 55 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19.5
 QZ0538'FEET SOUTH OF THE NORTHWEST CORNER OF A GARDEN FENCE, AND 1 FOOT WEST
 QZ0538'OF A NORTH-AND-SOUTH BARBED-WIRE GARDEN FENCE.  A STANDARD DISK,
 QZ0538'STAMPED L 129 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 QZ0538'ACCORDING TO INFORMATION FROM AN OLD TIME RESIDENT OF HARPSTER THE
 QZ0538'HIGHWAY USED AS REFERENCE IN THE DESCRIPTON HAS BEEN RE-ROUTED SINCE
 QZ0538'THE BENCH MARK WAS SET.  THE LOCATION OF THE MARK DERIVED THUS HAD
 QZ0538'BEEN FILLED WITH ABOUT FOUR FEET OF EARTH.  THE LOCATION ARRIVED AT,
 QZ0538'USING THE PRESENT ROUTE OF THE HIGHWAY AS THE ONE REFERRED TO IN THE
 QZ0538'DESCRIPTION HAS ALSO BEEN SEARCHED.
 QZ0538
 QZ0538                          STATION RECOVERY (1962)
 QZ0538
 QZ0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QZ0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0082 ***********************************************************************
 OZ0082  DESIGNATION -  L 13
 OZ0082  PID         -  OZ0082
 OZ0082  STATE/COUNTY-  ID/LINCOLN
 OZ0082  USGS QUAD   -  TIKURA (1979)
 OZ0082
 OZ0082                         *CURRENT SURVEY CONTROL
 OZ0082  ___________________________________________________________________
 OZ0082* NAD 83(1986)-  43 08 32.     (N)    114 03 17.     (W)     SCALED    
 OZ0082* NAVD 88     -      1375.221  (meters)    4511.87   (feet)  ADJUSTED  
 OZ0082  ___________________________________________________________________
 OZ0082  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 OZ0082  DYNAMIC HT  -        1374.494 (meters)    4509.49  (feet)  COMP
 OZ0082  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 OZ0082
 OZ0082  VERT ORDER  -  FIRST     CLASS II
 OZ0082
 OZ0082.The horizontal coordinates were scaled from a topographic map and have
 OZ0082.an estimated accuracy of +/- 6 seconds.
 OZ0082
 OZ0082.The orthometric height was determined by differential leveling
 OZ0082.and adjusted by the National Geodetic Survey in June 1991..
 OZ0082
 OZ0082.The geoid height was determined by GEOID03.
 OZ0082
 OZ0082.The dynamic height is computed by dividing the NAVD 88
 OZ0082.geopotential number by the normal gravity value computed on the
 OZ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0082.degrees latitude (g = 980.6199 gals.).
 OZ0082
 OZ0082.The modeled gravity was interpolated from observed gravity values.
 OZ0082
 OZ0082;                    North         East    Units  Estimated Accuracy
 OZ0082;SPC ID C     -   163,900.      495,550.      MT  (+/- 180 meters Scaled)
 OZ0082
 OZ0082                          SUPERSEDED SURVEY CONTROL
 OZ0082
 OZ0082  NGVD 29 (??/??/92) 1374.265  (m)         4508.73   (f) ADJ UNCH    1 2
 OZ0082
 OZ0082.Superseded values are not recommended for survey control.
 OZ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0082.See file dsdata.txt to determine how the superseded data were derived.
 OZ0082
 OZ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH395808(NAD 83)
 OZ0082_MARKER: DB = BENCH MARK DISK
 OZ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0082_STAMPING: 4500.852 L 13 1933
 OZ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0082+STABILITY: SURFACE MOTION
 OZ0082
 OZ0082  HISTORY     - Date     Condition        Report By
 OZ0082  HISTORY     - 1933     MONUMENTED       CGS
 OZ0082  HISTORY     - 1934     GOOD             NGS
 OZ0082
 OZ0082                          STATION DESCRIPTION
 OZ0082
 OZ0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OZ0082'8.5 MI NE FROM RICHFIELD.
 OZ0082'8.5 MILES NORTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OZ0082'RICHFIELD, LINCOLN COUNTY, 0.2 MILE SOUTH OF MILEPOST 24, NEAR THE
 OZ0082'SOUTHEAST CORNER OF A FIELD, 60 FEET WEST OF THE CENTER LINE OF THE
 OZ0082'TRACK, 50 FEET WEST OF A RAIL REST, 10 FEET NORTH OF A GATE, AND IN A
 OZ0082'FENCE LINE.  A STANDARD DISK, STAMPED 4500.852 L 13 1933 AND SET IN
 OZ0082'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0093 ***********************************************************************
 RZ0093  DESIGNATION -  L 130
 RZ0093  PID         -  RZ0093
 RZ0093  STATE/COUNTY-  ID/CLEARWATER
 RZ0093  USGS QUAD   -  ELK RIVER (1994)
 RZ0093
 RZ0093                         *CURRENT SURVEY CONTROL
 RZ0093  ___________________________________________________________________
 RZ0093* NAD 83(1986)-  46 49 02.     (N)    116 08 27.     (W)     SCALED    
 RZ0093* NAVD 88     -      1022.495  (meters)    3354.64   (feet)  ADJUSTED  
 RZ0093  ___________________________________________________________________
 RZ0093  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 RZ0093  DYNAMIC HT  -        1022.391 (meters)    3354.29  (feet)  COMP
 RZ0093  MODELED GRAV-     980,477.0   (mgal)                       NAVD 88
 RZ0093
 RZ0093  VERT ORDER  -  SECOND    CLASS 0
 RZ0093
 RZ0093.The horizontal coordinates were scaled from a topographic map and have
 RZ0093.an estimated accuracy of +/- 6 seconds.
 RZ0093
 RZ0093.The orthometric height was determined by differential leveling
 RZ0093.and adjusted by the National Geodetic Survey in June 1991..
 RZ0093
 RZ0093.The geoid height was determined by GEOID03.
 RZ0093
 RZ0093.The dynamic height is computed by dividing the NAVD 88
 RZ0093.geopotential number by the normal gravity value computed on the
 RZ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0093.degrees latitude (g = 980.6199 gals.).
 RZ0093
 RZ0093.The modeled gravity was interpolated from observed gravity values.
 RZ0093
 RZ0093;                    North         East    Units  Estimated Accuracy
 RZ0093;SPC ID W     -   572,350.      770,180.      MT  (+/- 180 meters Scaled)
 RZ0093
 RZ0093                          SUPERSEDED SURVEY CONTROL
 RZ0093
 RZ0093  NGVD 29 (??/??/92) 1021.390  (m)         3351.01   (f) ADJ UNCH    2 0
 RZ0093
 RZ0093.Superseded values are not recommended for survey control.
 RZ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0093.See file dsdata.txt to determine how the superseded data were derived.
 RZ0093
 RZ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM655852(NAD 83)
 RZ0093_MARKER: DB = BENCH MARK DISK
 RZ0093_SETTING: 80 = SET IN A BOULDER
 RZ0093_STAMPING: L-130 1935
 RZ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0093+STABILITY: SURFACE MOTION
 RZ0093
 RZ0093  HISTORY     - Date     Condition        Report By
 RZ0093  HISTORY     - 1935     MONUMENTED       CGS
 RZ0093
 RZ0093                          STATION DESCRIPTION
 RZ0093
 RZ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0093'3.7 MI NE FROM ELK RIVER.
 RZ0093'3.7 MILES NORTHEAST OF, ALONG ELK BUTTE-BOEHLS CABIN ROAD, FROM
 RZ0093'C.M.ST.P. AND P.RY. STATION TABLET SET HORIZONTALLY IN PROMINENT ROCK
 RZ0093'BOULDER ON WEST SIDE OF ROAD SURROUNDED BY TALL RED FIR AND CEDAR
 RZ0093'TREES ABOUT 100 FEET WEST OF SMALL CREEK.  75 FEET NORTH OF SMALL
 RZ0093'CREEK FLOWING ACROSS THE ROAD.  34 FEET WEST OF CENTERLINE OF DIRT
 RZ0093'ROAD.  6.1 FT. WEST OF 8 INCH IN DIAMETER BLAZED FIR TREE.  1.3 FT.
 RZ0093'WEST OF EAST EDGE OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0414 ***********************************************************************
 SV0414  DESIGNATION -  L 131
 SV0414  PID         -  SV0414
 SV0414  STATE/COUNTY-  ID/KOOTENAI
 SV0414  USGS QUAD   -  COEUR D'ALENE (1996)
 SV0414
 SV0414                         *CURRENT SURVEY CONTROL
 SV0414  ___________________________________________________________________
 SV0414* NAD 83(1986)-  47 40 39.     (N)    116 47 12.     (W)     SCALED    
 SV0414* NAVD 88     -       665.389  (meters)    2183.03   (feet)  ADJUSTED  
 SV0414  ___________________________________________________________________
 SV0414  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 SV0414  DYNAMIC HT  -         665.415 (meters)    2183.12  (feet)  COMP
 SV0414  MODELED GRAV-     980,629.7   (mgal)                       NAVD 88
 SV0414
 SV0414  VERT ORDER  -  SECOND    CLASS 0
 SV0414
 SV0414.The horizontal coordinates were scaled from a topographic map and have
 SV0414.an estimated accuracy of +/- 6 seconds.
 SV0414
 SV0414.The orthometric height was determined by differential leveling
 SV0414.and adjusted by the National Geodetic Survey in June 1991..
 SV0414
 SV0414.The geoid height was determined by GEOID03.
 SV0414
 SV0414.The dynamic height is computed by dividing the NAVD 88
 SV0414.geopotential number by the normal gravity value computed on the
 SV0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0414.degrees latitude (g = 980.6199 gals.).
 SV0414
 SV0414.The modeled gravity was interpolated from observed gravity values.
 SV0414
 SV0414;                    North         East    Units  Estimated Accuracy
 SV0414;SPC ID W     -   668,430.      722,160.      MT  (+/- 180 meters Scaled)
 SV0414
 SV0414                          SUPERSEDED SURVEY CONTROL
 SV0414
 SV0414  NGVD 29 (??/??/92)  664.244  (m)         2179.27   (f) ADJ UNCH    2 0
 SV0414
 SV0414.Superseded values are not recommended for survey control.
 SV0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0414.See file dsdata.txt to determine how the superseded data were derived.
 SV0414
 SV0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN160804(NAD 83)
 SV0414_MARKER: DB = BENCH MARK DISK
 SV0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SV0414_SP_SET: WALL
 SV0414_STAMPING: L 131 1935
 SV0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SV0414
 SV0414  HISTORY     - Date     Condition        Report By
 SV0414  HISTORY     - 1935     MONUMENTED       CGS
 SV0414  HISTORY     - 1952     GOOD             NGS
 SV0414
 SV0414                          STATION DESCRIPTION
 SV0414
 SV0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SV0414'IN COEUR DALENE.
 SV0414'AT COEUR DALENE, KOOTENAI COUNTY, AT THE SOUTHWEST CORNER OF THE
 SV0414'INTERSECTION OF GOVERNMENT WAY AND GARDEN AVENUE, IN THE EAST WALL OF
 SV0414'THE COUNTY COURTHOUSE, 3.4 FEET SOUTH OF THE NORTHEAST CORNER, 4.6
 SV0414'FEET ABOVE THE GROUND, AND 0.8 FOOT BELOW THE COPING.  A STANDARD
 SV0414'DISK, STAMPED L 131 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0138 ***********************************************************************
 SV0138  DESIGNATION -  L 132
 SV0138  PID         -  SV0138
 SV0138  STATE/COUNTY-  ID/KOOTENAI
 SV0138  USGS QUAD   -  CATALDO (1996)
 SV0138
 SV0138                         *CURRENT SURVEY CONTROL
 SV0138  ___________________________________________________________________
 SV0138* NAD 83(1986)-  47 33 20.     (N)    116 20 46.     (W)     SCALED    
 SV0138* NAVD 88     -       653.879  (meters)    2145.27   (feet)  ADJUSTED  
 SV0138  ___________________________________________________________________
 SV0138  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 SV0138  DYNAMIC HT  -         653.887 (meters)    2145.29  (feet)  COMP
 SV0138  MODELED GRAV-     980,604.3   (mgal)                       NAVD 88
 SV0138
 SV0138  VERT ORDER  -  SECOND    CLASS 0
 SV0138
 SV0138.The horizontal coordinates were scaled from a topographic map and have
 SV0138.an estimated accuracy of +/- 6 seconds.
 SV0138
 SV0138.The orthometric height was determined by differential leveling
 SV0138.and adjusted by the National Geodetic Survey in June 1991..
 SV0138
 SV0138.The geoid height was determined by GEOID03.
 SV0138
 SV0138.The dynamic height is computed by dividing the NAVD 88
 SV0138.geopotential number by the normal gravity value computed on the
 SV0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0138.degrees latitude (g = 980.6199 gals.).
 SV0138
 SV0138.The modeled gravity was interpolated from observed gravity values.
 SV0138
 SV0138;                    North         East    Units  Estimated Accuracy
 SV0138;SPC ID W     -   654,530.      755,140.      MT  (+/- 180 meters Scaled)
 SV0138
 SV0138                          SUPERSEDED SURVEY CONTROL
 SV0138
 SV0138  NGVD 29 (??/??/92)  652.769  (m)         2141.63   (f) ADJ UNCH    2 0
 SV0138
 SV0138.Superseded values are not recommended for survey control.
 SV0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0138.See file dsdata.txt to determine how the superseded data were derived.
 SV0138
 SV0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN491671(NAD 83)
 SV0138_MARKER: DB = BENCH MARK DISK
 SV0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0138_STAMPING: L 132 1935
 SV0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0138+STABILITY: SURFACE MOTION
 SV0138
 SV0138  HISTORY     - Date     Condition        Report By
 SV0138  HISTORY     - 1935     MONUMENTED       CGS
 SV0138  HISTORY     - 1959     GOOD             NGS
 SV0138  HISTORY     - 1980     MARK NOT FOUND   USGS
 SV0138
 SV0138                          STATION DESCRIPTION
 SV0138
 SV0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SV0138'1.45 MI NW FROM CATALDO.
 SV0138'ABOUT 1.45 MILES NORTHWEST ALONG U. S. HIGHWAY 10 FROM THE CROSSING OF
 SV0138'THE OREGON WASHINGTON RAILROAD AT CATALDO, ON THE OUTSIDE OF A CURVE,
 SV0138'AT KOOTENAI CABINS, 69.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 SV0138'HIGHWAY, 35.7 FEET EAST OF THE SOUTH CORNER OF THE OFFICE BUILDING,
 SV0138'1.5 FEET NORTHEAST OF A FENCE, ABOUT 4 FEET LOWER THAN THE HIGHWAY,
 SV0138'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 SV0138'GROUND.
 SV0138
 SV0138                          STATION RECOVERY (1980)
 SV0138
 SV0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 SV0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0265 ***********************************************************************
 SV0265  DESIGNATION -  L 133
 SV0265  PID         -  SV0265
 SV0265  STATE/COUNTY-  ID/BENEWAH
 SV0265  USGS QUAD   -  CHATCOLET (1981)
 SV0265
 SV0265                         *CURRENT SURVEY CONTROL
 SV0265  ___________________________________________________________________
 SV0265* NAD 83(1986)-  47 20 35.     (N)    116 51 51.     (W)     SCALED    
 SV0265* NAVD 88     -       795.684  (meters)    2610.51   (feet)  ADJUSTED  
 SV0265  ___________________________________________________________________
 SV0265  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 SV0265  DYNAMIC HT  -         795.671 (meters)    2610.46  (feet)  COMP
 SV0265  MODELED GRAV-     980,570.2   (mgal)                       NAVD 88
 SV0265
 SV0265  VERT ORDER  -  SECOND    CLASS 0
 SV0265
 SV0265.The horizontal coordinates were scaled from a topographic map and have
 SV0265.an estimated accuracy of +/- 6 seconds.
 SV0265
 SV0265.The orthometric height was determined by differential leveling
 SV0265.and adjusted by the National Geodetic Survey in June 1991..
 SV0265
 SV0265.The geoid height was determined by GEOID03.
 SV0265
 SV0265.The dynamic height is computed by dividing the NAVD 88
 SV0265.geopotential number by the normal gravity value computed on the
 SV0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0265.degrees latitude (g = 980.6199 gals.).
 SV0265
 SV0265.The modeled gravity was interpolated from observed gravity values.
 SV0265
 SV0265;                    North         East    Units  Estimated Accuracy
 SV0265;SPC ID W     -   631,330.      715,810.      MT  (+/- 180 meters Scaled)
 SV0265
 SV0265                          SUPERSEDED SURVEY CONTROL
 SV0265
 SV0265  NGVD 29 (??/??/92)  794.534  (m)         2606.73   (f) ADJ UNCH    2 0
 SV0265
 SV0265.Superseded values are not recommended for survey control.
 SV0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0265.See file dsdata.txt to determine how the superseded data were derived.
 SV0265
 SV0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN102432(NAD 83)
 SV0265_MARKER: DB = BENCH MARK DISK
 SV0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0265_STAMPING: L 133 1935
 SV0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0265+STABILITY: SURFACE MOTION
 SV0265
 SV0265  HISTORY     - Date     Condition        Report By
 SV0265  HISTORY     - 1935     MONUMENTED       CGS
 SV0265  HISTORY     - 1956     MARK NOT FOUND   USGS
 SV0265
 SV0265                          STATION DESCRIPTION
 SV0265
 SV0265'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SV0265'1.5 MI NE FROM PLUMMER.
 SV0265'1.5 MILES NORTHEAST ALONG THE OLD OREGON-WASHINGTON RAILROAD AND
 SV0265'NAVIGATION CO. RAILROAD FROM THE STATION AT PLUMMER, BENEWAH COUNTY,
 SV0265'0.2 MILE SOUTHWEST OF MILEPOST 17, 0.5 MILE NORTHEAST OF THE RAILROAD
 SV0265'BRIDGE AT PLUMMER JUNCTION, 37.5 FEET NORTHWEST OF THE CENTERLINE OF A
 SV0265'DIRT ROAD, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 5.7
 SV0265'FEET NORTHEAST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED L 133
 SV0265'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0394 ***********************************************************************
 SV0394  DESIGNATION -  L 134
 SV0394  PID         -  SV0394
 SV0394  STATE/COUNTY-  ID/KOOTENAI
 SV0394  USGS QUAD   -  HAYDEN (1996)
 SV0394
 SV0394                         *CURRENT SURVEY CONTROL
 SV0394  ___________________________________________________________________
 SV0394* NAD 83(1986)-  47 51 25.     (N)    116 45 17.     (W)     SCALED    
 SV0394* NAVD 88     -       699.751  (meters)    2295.77   (feet)  ADJUSTED  
 SV0394  ___________________________________________________________________
 SV0394  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 SV0394  DYNAMIC HT  -         699.782 (meters)    2295.87  (feet)  COMP
 SV0394  MODELED GRAV-     980,634.2   (mgal)                       NAVD 88
 SV0394
 SV0394  VERT ORDER  -  SECOND    CLASS 0
 SV0394
 SV0394.The horizontal coordinates were scaled from a topographic map and have
 SV0394.an estimated accuracy of +/- 6 seconds.
 SV0394
 SV0394.The orthometric height was determined by differential leveling
 SV0394.and adjusted by the National Geodetic Survey in June 1991..
 SV0394
 SV0394.The geoid height was determined by GEOID03.
 SV0394
 SV0394.The dynamic height is computed by dividing the NAVD 88
 SV0394.geopotential number by the normal gravity value computed on the
 SV0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0394.degrees latitude (g = 980.6199 gals.).
 SV0394
 SV0394.The modeled gravity was interpolated from observed gravity values.
 SV0394
 SV0394;                    North         East    Units  Estimated Accuracy
 SV0394;SPC ID W     -   688,350.      724,820.      MT  (+/- 180 meters Scaled)
 SV0394
 SV0394                          SUPERSEDED SURVEY CONTROL
 SV0394
 SV0394  NGVD 29 (??/??/92)  698.574  (m)         2291.90   (f) ADJ UNCH    2 0
 SV0394
 SV0394.Superseded values are not recommended for survey control.
 SV0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0394.See file dsdata.txt to determine how the superseded data were derived.
 SV0394
 SV0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNP183004(NAD 83)
 SV0394_MARKER: DB = BENCH MARK DISK
 SV0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0394_STAMPING: L 134 1935
 SV0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0394+STABILITY: SURFACE MOTION
 SV0394
 SV0394  HISTORY     - Date     Condition        Report By
 SV0394  HISTORY     - 1935     MONUMENTED       CGS
 SV0394  HISTORY     - 1970     GOOD             USGS
 SV0394
 SV0394                          STATION DESCRIPTION
 SV0394
 SV0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0394'2.1 MI N FROM GARWOOD.
 SV0394'2.1 MILES NORTH ALONG THE SPOKANE INTERNATIONAL RAILROAD FROM THE
 SV0394'STATION AT GARWOOD, KOOTENAI COUNTY, 0.2 MILE SOUTH OF MILEPOST 36,
 SV0394'45.4 FEET WEST OF THE CENTERLINE OF THE TRACK, 33.2 FEET EAST OF THE
 SV0394'CENTERLINE OF U. S. HIGHWAY 95, 15.8 FEET WEST OF A TELEPHONE POLE,
 SV0394'AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L
 SV0394'134 1935 AND SET IN THE TOP OF A CONCRETE POST.
 SV0394
 SV0394                          STATION RECOVERY (1970)
 SV0394
 SV0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SV0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0531 ***********************************************************************
 QA0531  DESIGNATION -  L 136
 QA0531  PID         -  QA0531
 QA0531  STATE/COUNTY-  ID/VALLEY
 QA0531  USGS QUAD   -  ORO MOUNTAIN (1988)
 QA0531
 QA0531                         *CURRENT SURVEY CONTROL
 QA0531  ___________________________________________________________________
 QA0531* NAD 83(1986)-  44 35 17.     (N)    115 52 13.     (W)     SCALED    
 QA0531* NAVD 88     -      1592.798  (meters)    5225.70   (feet)  ADJUSTED  
 QA0531  ___________________________________________________________________
 QA0531  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 QA0531  DYNAMIC HT  -        1592.012 (meters)    5223.13  (feet)  COMP
 QA0531  MODELED GRAV-     980,068.3   (mgal)                       NAVD 88
 QA0531
 QA0531  VERT ORDER  -  SECOND    CLASS 0
 QA0531
 QA0531.The horizontal coordinates were scaled from a topographic map and have
 QA0531.an estimated accuracy of +/- 6 seconds.
 QA0531
 QA0531.The orthometric height was determined by differential leveling
 QA0531.and adjusted by the National Geodetic Survey in June 1991..
 QA0531
 QA0531.The geoid height was determined by GEOID03.
 QA0531
 QA0531.The dynamic height is computed by dividing the NAVD 88
 QA0531.geopotential number by the normal gravity value computed on the
 QA0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0531.degrees latitude (g = 980.6199 gals.).
 QA0531
 QA0531.The modeled gravity was interpolated from observed gravity values.
 QA0531
 QA0531;                    North         East    Units  Estimated Accuracy
 QA0531;SPC ID W     -   324,540.      790,450.      MT  (+/- 180 meters Scaled)
 QA0531
 QA0531                          SUPERSEDED SURVEY CONTROL
 QA0531
 QA0531  NGVD 29 (??/??/92) 1591.653  (m)         5221.95   (f) ADJ UNCH    2 0
 QA0531
 QA0531.Superseded values are not recommended for survey control.
 QA0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0531.See file dsdata.txt to determine how the superseded data were derived.
 QA0531
 QA0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK896378(NAD 83)
 QA0531_MARKER: DB = BENCH MARK DISK
 QA0531_SETTING: 80 = SET IN A BOULDER
 QA0531_SP_SET: BOULDER
 QA0531_STAMPING: L 136 1935
 QA0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0531+STABILITY: SURFACE MOTION
 QA0531
 QA0531  HISTORY     - Date     Condition        Report By
 QA0531  HISTORY     - 1935     MONUMENTED       CGS
 QA0531
 QA0531                          STATION DESCRIPTION
 QA0531
 QA0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QA0531'12.8 MI NE FROM CASCADE.
 QA0531'12.8 MILES NORTHEAST ALONG THE KNOX ROAD FROM THE OREGON SHORT LINE
 QA0531'RAILROAD STATION AT CASCADE, VALLEY COUNTY, ABOUT 0.1 MILE NORTHEAST
 QA0531'OF LITTLE CREEK, ABOUT 118 YARDS NORTHEAST OF THE PAYETTE NATIONAL
 QA0531'FOREST BOUNDARY SIGN, 40 FEET SOUTHWEST OF A BLAZED 15-INCH PINE TREE,
 QA0531'27.5 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 QA0531'GRANITE BOULDER PROJECTING ABOUT 2 FEET ABOVE GROUND, AND ABOUT 3 FEET
 QA0531'LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED L 136 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0532 ***********************************************************************
 QA0532  DESIGNATION -  L 136 RESET
 QA0532  PID         -  QA0532
 QA0532  STATE/COUNTY-  ID/VALLEY
 QA0532  USGS QUAD   -  ORO MOUNTAIN (1988)
 QA0532
 QA0532                         *CURRENT SURVEY CONTROL
 QA0532  ___________________________________________________________________
 QA0532* NAD 83(1986)-  44 35 17.     (N)    115 52 13.     (W)     SCALED    
 QA0532* NAVD 88     -      1589.47   (meters)    5214.8    (feet)  RESET     
 QA0532  ___________________________________________________________________
 QA0532  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 QA0532
 QA0532  VERT ORDER  -  THIRD
 QA0532
 QA0532.The horizontal coordinates were scaled from a topographic map and have
 QA0532.an estimated accuracy of +/- 6 seconds.
 QA0532
 QA0532.The orthometric height was computed from unverified reset data.
 QA0532.No vertical observational check was made to the station.
 QA0532
 QA0532.The geoid height was determined by GEOID03.
 QA0532
 QA0532;                    North         East    Units  Estimated Accuracy
 QA0532;SPC ID W     -   324,540.      790,450.      MT  (+/- 180 meters Scaled)
 QA0532
 QA0532                          SUPERSEDED SURVEY CONTROL
 QA0532
 QA0532  NGVD 29 (??/??/??) 1588.32   (m)         5211.0    (f) RESET       3  
 QA0532
 QA0532.Superseded values are not recommended for survey control.
 QA0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0532.See file dsdata.txt to determine how the superseded data were derived.
 QA0532
 QA0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK896378(NAD 83)
 QA0532_MARKER: DB = BENCH MARK DISK
 QA0532_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QA0532_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QA0532_STAMPING: L 136 RESET 1962
 QA0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0532
 QA0532  HISTORY     - Date     Condition        Report By
 QA0532  HISTORY     - 1962     MONUMENTED       CGS
 QA0532
 QA0532                          STATION DESCRIPTION
 QA0532
 QA0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 QA0532'11.9 MI NE FROM CASCADE.
 QA0532'THIS MARK CAN BE REACHED FROM THE VALLEY COUNTY COURTHOUSE AT CASCADE
 QA0532'BY GOING NORTH ON STATE HIGHWAY 15 FOR 0.8 MILE TO A T-ROAD TO THE
 QA0532'RIGHT, TURN RIGHT FOLLOW THIS ROAD TOWARDS WARM LAKE FOR 11.1 MILES
 QA0532'EAST TO THE BOISE NATION FOREST BOUNDARY SIGN.  BENCH MARK IS JUST
 QA0532'SOUTH OF THE BOUNDARY SIGN, NEAR THE SOUTH RIGHT OF WAY CLEARED LINE
 QA0532'FOR THE NEW HIGHWAY, AND 1 FOOT WEST OF A METAL WITNESS POST.  THE NEW
 QA0532'MARK IS ABOUT 30 FEET SOUTHEAST OF THE LOCATION OF THE ORIGINAL BENCH
 QA0532'MARK, AND SET IN THE TOP OF A 4 INCH CAST IRON SOIL PIPE, FILLED WITH
 QA0532'CONCRETE AND SET IN CONCRETE.  THE TOP OF THE PIPE IS PROJECTING ABOUT
 QA0532'8 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0056 ***********************************************************************
 QB0056  DESIGNATION -  L 137
 QB0056  PID         -  QB0056
 QB0056  STATE/COUNTY-  ID/VALLEY
 QB0056  USGS QUAD   -  MC CALL (1973)
 QB0056
 QB0056                         *CURRENT SURVEY CONTROL
 QB0056  ___________________________________________________________________
 QB0056* NAD 83(1986)-  44 54 44.     (N)    116 07 08.     (W)     SCALED    
 QB0056* NAVD 88     -      1526.337  (meters)    5007.66   (feet)  ADJUSTED  
 QB0056  ___________________________________________________________________
 QB0056  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 QB0056  DYNAMIC HT  -        1525.688 (meters)    5005.53  (feet)  COMP
 QB0056  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 QB0056
 QB0056  VERT ORDER  -  SECOND    CLASS 0
 QB0056
 QB0056.The horizontal coordinates were scaled from a topographic map and have
 QB0056.an estimated accuracy of +/- 6 seconds.
 QB0056
 QB0056.The orthometric height was determined by differential leveling
 QB0056.and adjusted by the National Geodetic Survey in June 1991..
 QB0056.WARNING-Repeat measurements at this control monument indicate possible
 QB0056.vertical movement.
 QB0056
 QB0056.The geoid height was determined by GEOID03.
 QB0056
 QB0056.The dynamic height is computed by dividing the NAVD 88
 QB0056.geopotential number by the normal gravity value computed on the
 QB0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0056.degrees latitude (g = 980.6199 gals.).
 QB0056
 QB0056.The modeled gravity was interpolated from observed gravity values.
 QB0056
 QB0056;                    North         East    Units  Estimated Accuracy
 QB0056;SPC ID W     -   360,620.      770,870.      MT  (+/- 180 meters Scaled)
 QB0056
 QB0056                          SUPERSEDED SURVEY CONTROL
 QB0056
 QB0056  NGVD 29 (??/??/92) 1525.180  (m)         5003.86   (f) ADJ UNCH    2 0
 QB0056
 QB0056.Superseded values are not recommended for survey control.
 QB0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0056.See file dsdata.txt to determine how the superseded data were derived.
 QB0056
 QB0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK695735(NAD 83)
 QB0056_MARKER: DB = BENCH MARK DISK
 QB0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QB0056_SP_SET: CURB
 QB0056_STAMPING: L 137 1935
 QB0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0056
 QB0056  HISTORY     - Date     Condition        Report By
 QB0056  HISTORY     - 1935     MONUMENTED       CGS
 QB0056  HISTORY     - 1959     GOOD             NGS
 QB0056
 QB0056                          STATION DESCRIPTION
 QB0056
 QB0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QB0056'1.15 MI W FROM MCCALL.
 QB0056'1.15 MILES WEST ALONG STATE HIGHWAY 55 FROM THE UNION PACIFIC RAILROAD
 QB0056'STATION AT MCCALL, IN TOP OF THE WEST END OF THE NORTH CONCRETE CURB
 QB0056'OF A LARGE CONCRETE BRIDGE OVER THE NORTH FORK OF THE PAYETTE RIVER,
 QB0056'19 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4.8 FEET EAST OF THE
 QB0056'WEST END OF THE CURB, 4.5 FEET NORTH OF THE SOUTH EDGE OF THE CURB,
 QB0056'0.2 FOOT SOUTH OF A GUARDRAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0155 ***********************************************************************
 QB0155  DESIGNATION -  L 138
 QB0155  PID         -  QB0155
 QB0155  STATE/COUNTY-  ID/VALLEY
 QB0155  USGS QUAD   -  SMITHS FERRY (1985)
 QB0155
 QB0155                         *CURRENT SURVEY CONTROL
 QB0155  ___________________________________________________________________
 QB0155* NAD 83(1999)-  44 17 40.00452(N)    116 05 54.16996(W)     ADJUSTED  
 QB0155* NAVD 88     -      1532.222  (meters)    5026.97   (feet)  ADJUSTED  
 QB0155  ___________________________________________________________________
 QB0155  X           -  -2,012,066.372 (meters)                     COMP
 QB0155  Y           -  -4,107,432.316 (meters)                     COMP
 QB0155  Z           -   4,432,627.308 (meters)                     COMP
 QB0155  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 QB0155  ELLIP HEIGHT-        1516.86  (meters)          (01/14/02) GPS OBS
 QB0155  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 QB0155  DYNAMIC HT  -        1531.540 (meters)    5024.73  (feet)  COMP
 QB0155  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 QB0155
 QB0155  HORZ ORDER  -  FIRST
 QB0155  VERT ORDER  -  SECOND    CLASS 0
 QB0155  ELLP ORDER  -  FOURTH    CLASS II
 QB0155
 QB0155.The horizontal coordinates were established by GPS observations
 QB0155.and adjusted by the National Geodetic Survey in January 2002..
 QB0155.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 QB0155.DATUM ITEM on the data sheet items page.
 QB0155
 QB0155.The orthometric height was determined by differential leveling
 QB0155.and adjusted by the National Geodetic Survey in June 1991..
 QB0155
 QB0155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QB0155
 QB0155.The Laplace correction was computed from DEFLEC99 derived deflections.
 QB0155
 QB0155.The ellipsoidal height was determined by GPS observations
 QB0155.and is referenced to NAD 83.
 QB0155
 QB0155.The geoid height was determined by GEOID03.
 QB0155
 QB0155.The dynamic height is computed by dividing the NAVD 88
 QB0155.geopotential number by the normal gravity value computed on the
 QB0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0155.degrees latitude (g = 980.6199 gals.).
 QB0155
 QB0155.The modeled gravity was interpolated from observed gravity values.
 QB0155
 QB0155;                    North         East     Units Scale Factor Converg.
 QB0155;SPC ID W     -   291,965.773   772,198.130   MT  0.99994284   -0 14 35.9
 QB0155;UTM  11      - 4,904,972.360   571,928.166   MT  0.99966363   +0 37 46.8
 QB0155
 QB0155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QB0155!SPC ID W     -   0.99976221  x   0.99994284  =   0.99970507
 QB0155!UTM  11      -   0.99976221  x   0.99966363  =   0.99942592
 QB0155
 QB0155                          SUPERSEDED SURVEY CONTROL
 QB0155
 QB0155  NAD 83(1992)-  44 17 40.00329(N)    116 05 54.16851(W) AD(       ) 1
 QB0155  NAVD 88 (06/21/95) 1532.22   (m)         5027.0    (f) LEVELING    3  
 QB0155  NGVD 29 (??/??/92) 1531.064  (m)         5023.17   (f) ADJ UNCH    2 0
 QB0155
 QB0155.Superseded values are not recommended for survey control.
 QB0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0155.See file dsdata.txt to determine how the superseded data were derived.
 QB0155
 QB0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK7192804972(NAD 83)
 QB0155_MARKER: DB = BENCH MARK DISK
 QB0155_SETTING: 66 = SET IN ROCK OUTCROP
 QB0155_SP_SET: OUTCROP
 QB0155_STAMPING: L 138 1935
 QB0155_MARK LOGO: CGS   
 QB0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB0155+STABILITY: POSITION/ELEVATION WELL
 QB0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QB0155+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 QB0155
 QB0155  HISTORY     - Date     Condition        Report By
 QB0155  HISTORY     - 1935     MONUMENTED       CGS
 QB0155  HISTORY     - 19940516 GOOD             IDTD
 QB0155  HISTORY     - 20060531 GOOD             INDIV
 QB0155
 QB0155                          STATION DESCRIPTION
 QB0155
 QB0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0155'1.0 MI SW FROM SMITHS FERRY.
 QB0155'1.0 MILE SOUTHWEST ALONG THE OLA ROAD FROM THE FIRE WARDEN RESIDENCE
 QB0155'AT SMITHS FERRY, VALLEY COUNTY, ABOUT 1.0 MILE WEST OF THE JUNCTION OF
 QB0155'STATE HIGHWAY 15, NEAR THE TOP OF THE FIRST RIDGE WEST OF THE HIGHWAY,
 QB0155'AT THE JUNCTION OF A SHEEP TRAIL AT THE EAST SLOPE, ABOUT 59 FEET
 QB0155'NORTH OF THE CENTER LINE OF THE ROAD, 23.5 FEET SOUTHEAST OF A BLAZED
 QB0155'2-1/2-FOOT PINE TREE, AND IN THE TOP OF THE HIGHEST POINT OF A ROCK
 QB0155'OUTCROP.  A STANDARD DISK, STAMPED L 138 1935.
 QB0155
 QB0155                          STATION RECOVERY (1994)
 QB0155
 QB0155'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1994 (DSS)
 QB0155'TO REACH THE STATION FROM COUGAR MOUNTAIN LODGE ON HWY 55 IN SMITHS
 QB0155'FERRY, GO 1.0 MILES (1.6 KM) WEST ALONG THE OLA ROAD NEAR THE TOP OF
 QB0155'THE FIRST RIDGE WEST OF THE HIGHWAY. THE STATION IS ABOUT 59 FT (18.0
 QB0155'M) NORTH OF THE CENTER LINE OF THE ROAD IN THE TOP OF THE HIGHEST
 QB0155'POINT OF A MASSIVE ROCK OUTCROP. THE MARK IS A CGS BENCH MARK DISK
 QB0155'STAMPED L 138 1935. NOTE--NO WITNESS POST WAS SET.
 QB0155
 QB0155                          STATION RECOVERY (2006)
 QB0155
 QB0155'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (ABK)
 QB0155'POINT REMAINS SUITABLE FOR GPS OBSERVATIONS, HOWEVER HORIZON
 QB0155'OBSTRUCTIONS IN THE FORM OF LARGE PINE TREES ARE BECOMING A REAL
 QB0155'ISSUE.  RECOMMENDED TO SELECT OBSERVATION WINDOW DURING PEAK
 QB0155'SATELLITE CONSTELLATION OVER POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0081 ***********************************************************************
 QB0081  DESIGNATION -  L 139
 QB0081  PID         -  QB0081
 QB0081  STATE/COUNTY-  ID/VALLEY
 QB0081  USGS QUAD   -  CASCADE (1985)
 QB0081
 QB0081                         *CURRENT SURVEY CONTROL
 QB0081  ___________________________________________________________________
 QB0081* NAD 83(1986)-  44 33 22.     (N)    116 04 05.     (W)     SCALED    
 QB0081* NAVD 88     -      1459.580  (meters)    4788.64   (feet)  ADJUSTED  
 QB0081  ___________________________________________________________________
 QB0081  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 QB0081  DYNAMIC HT  -        1458.883 (meters)    4786.35  (feet)  COMP
 QB0081  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 QB0081
 QB0081  VERT ORDER  -  SECOND    CLASS 0
 QB0081
 QB0081.The horizontal coordinates were scaled from a topographic map and have
 QB0081.an estimated accuracy of +/- 6 seconds.
 QB0081
 QB0081.The orthometric height was determined by differential leveling
 QB0081.and adjusted by the National Geodetic Survey in June 1991..
 QB0081
 QB0081.The geoid height was determined by GEOID03.
 QB0081
 QB0081.The dynamic height is computed by dividing the NAVD 88
 QB0081.geopotential number by the normal gravity value computed on the
 QB0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0081.degrees latitude (g = 980.6199 gals.).
 QB0081
 QB0081.The modeled gravity was interpolated from observed gravity values.
 QB0081
 QB0081;                    North         East    Units  Estimated Accuracy
 QB0081;SPC ID W     -   321,030.      774,730.      MT  (+/- 180 meters Scaled)
 QB0081
 QB0081                          SUPERSEDED SURVEY CONTROL
 QB0081
 QB0081  NGVD 29 (??/??/92) 1458.458  (m)         4784.96   (f) ADJ UNCH    2 0
 QB0081
 QB0081.Superseded values are not recommended for survey control.
 QB0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0081.See file dsdata.txt to determine how the superseded data were derived.
 QB0081
 QB0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK740340(NAD 83)
 QB0081_MARKER: DB = BENCH MARK DISK
 QB0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0081_STAMPING: L 139 1935
 QB0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0081+STABILITY: SURFACE MOTION
 QB0081
 QB0081  HISTORY     - Date     Condition        Report By
 QB0081  HISTORY     - 1935     MONUMENTED       CGS
 QB0081  HISTORY     - 1953     MARK NOT FOUND   USGS
 QB0081
 QB0081                          STATION DESCRIPTION
 QB0081
 QB0081'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 QB0081'4.0 MI N FROM CASCADE.
 QB0081'4.0 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM THE SCHOOL
 QB0081'AT CASCADE, 63.2 FEET SOUTH OF MILEPOST 103, 49 FEET EAST OF THE
 QB0081'CENTER LINE OF THE TRACK, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE,
 QB0081'AND SET IN A CONCRETE POST.  NOTE-- RAILROAD IS ABANDONED AND THIS
 QB0081'PORTION IS NOW COVERED WITH WATER FROM CASCADE LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0011 ***********************************************************************
 OZ0011  DESIGNATION -  L 14
 OZ0011  PID         -  OZ0011
 OZ0011  STATE/COUNTY-  ID/BLAINE
 OZ0011  USGS QUAD   -  HAILEY (1967)
 OZ0011
 OZ0011                         *CURRENT SURVEY CONTROL
 OZ0011  ___________________________________________________________________
 OZ0011* NAD 83(1986)-  43 35 54.     (N)    114 20 46.     (W)     SCALED    
 OZ0011* NAVD 88     -      1693.343  (meters)    5555.58   (feet)  ADJUSTED  
 OZ0011  ___________________________________________________________________
 OZ0011  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 OZ0011  DYNAMIC HT  -        1692.326 (meters)    5552.24  (feet)  COMP
 OZ0011  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 OZ0011
 OZ0011  VERT ORDER  -  FIRST     CLASS II
 OZ0011
 OZ0011.The horizontal coordinates were scaled from a topographic map and have
 OZ0011.an estimated accuracy of +/- 6 seconds.
 OZ0011
 OZ0011.The orthometric height was determined by differential leveling
 OZ0011.and adjusted by the National Geodetic Survey in June 1991..
 OZ0011
 OZ0011.The geoid height was determined by GEOID03.
 OZ0011
 OZ0011.The dynamic height is computed by dividing the NAVD 88
 OZ0011.geopotential number by the normal gravity value computed on the
 OZ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0011.degrees latitude (g = 980.6199 gals.).
 OZ0011
 OZ0011.The modeled gravity was interpolated from observed gravity values.
 OZ0011
 OZ0011;                    North         East    Units  Estimated Accuracy
 OZ0011;SPC ID C     -   214,630.      472,060.      MT  (+/- 180 meters Scaled)
 OZ0011
 OZ0011                          SUPERSEDED SURVEY CONTROL
 OZ0011
 OZ0011  NGVD 29 (??/??/92) 1692.156  (m)         5551.68   (f) ADJ UNCH    1 2
 OZ0011
 OZ0011.Superseded values are not recommended for survey control.
 OZ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0011.See file dsdata.txt to determine how the superseded data were derived.
 OZ0011
 OZ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQJ142306(NAD 83)
 OZ0011_MARKER: DB = BENCH MARK DISK
 OZ0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0011_SP_SET: ABUTMENT
 OZ0011_STAMPING: 5551.787 L 14 1933
 OZ0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OZ0011+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 OZ0011
 OZ0011  HISTORY     - Date     Condition        Report By
 OZ0011  HISTORY     - 1933     MONUMENTED       CGS
 OZ0011  HISTORY     - 20060912 GOOD             USGS
 OZ0011
 OZ0011                          STATION DESCRIPTION
 OZ0011
 OZ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OZ0011'5.7 MI N FROM HAILEY.
 OZ0011'5.7 MILES NORTH ALONG THE OREGON SHORT LINE RAILROAD FROM HAILEY,
 OZ0011'BLAINE COUNTY, AT THE STEEL-TRUSS BRIDGE OVER WOOD RIVER, AND IN THE
 OZ0011'TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT.  A STANDARD DISK,
 OZ0011'STAMPED 5551.787 L 14 1933.
 OZ0011
 OZ0011                          STATION RECOVERY (2006)
 OZ0011
 OZ0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (KDS)
 OZ0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0173 ***********************************************************************
 QB0173  DESIGNATION -  L 140
 QB0173  PID         -  QB0173
 QB0173  STATE/COUNTY-  ID/VALLEY
 QB0173  USGS QUAD   -  PACKER JOHN MOUNTAIN (1985)
 QB0173
 QB0173                         *CURRENT SURVEY CONTROL
 QB0173  ___________________________________________________________________
 QB0173* NAD 83(1986)-  44 14 41.     (N)    116 05 55.     (W)     SCALED    
 QB0173* NAVD 88     -      1284.470  (meters)    4214.13   (feet)  ADJUSTED  
 QB0173  ___________________________________________________________________
 QB0173  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 QB0173  DYNAMIC HT  -        1283.907 (meters)    4212.28  (feet)  COMP
 QB0173  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 QB0173
 QB0173  VERT ORDER  -  SECOND    CLASS 0
 QB0173
 QB0173.The horizontal coordinates were scaled from a topographic map and have
 QB0173.an estimated accuracy of +/- 6 seconds.
 QB0173
 QB0173.The orthometric height was determined by differential leveling
 QB0173.and adjusted by the National Geodetic Survey in June 1991..
 QB0173
 QB0173.The geoid height was determined by GEOID03.
 QB0173
 QB0173.The dynamic height is computed by dividing the NAVD 88
 QB0173.geopotential number by the normal gravity value computed on the
 QB0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0173.degrees latitude (g = 980.6199 gals.).
 QB0173
 QB0173.The modeled gravity was interpolated from observed gravity values.
 QB0173
 QB0173;                    North         East    Units  Estimated Accuracy
 QB0173;SPC ID W     -   286,440.      772,160.      MT  (+/- 180 meters Scaled)
 QB0173
 QB0173                          SUPERSEDED SURVEY CONTROL
 QB0173
 QB0173  NGVD 29 (??/??/92) 1283.328  (m)         4210.39   (f) ADJ UNCH    2 0
 QB0173
 QB0173.Superseded values are not recommended for survey control.
 QB0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0173.See file dsdata.txt to determine how the superseded data were derived.
 QB0173
 QB0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ719994(NAD 83)
 QB0173_MARKER: DB = BENCH MARK DISK
 QB0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0173_STAMPING: L 140 1935
 QB0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0173+STABILITY: SURFACE MOTION
 QB0173
 QB0173  HISTORY     - Date     Condition        Report By
 QB0173  HISTORY     - 1935     MONUMENTED       CGS
 QB0173  HISTORY     - 1952     MARK NOT FOUND   USGS
 QB0173
 QB0173                          STATION DESCRIPTION
 QB0173
 QB0173'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 QB0173'5.6 MI S FROM SMITHS FERRY.
 QB0173'5.6 MILES SOUTH ALONG STATE HIGHWAY 15 FROM THE FIRE WARDEN RESIDENCE
 QB0173'AT SMITHS FERRY, VALLEY COUNTY, ABOUT 185 FEET NORTHEAST OF A PIPE
 QB0173'CULVERT AT THE CENTER OF A SOUTH CURVE, ABOUT 70 FEET SOUTHWEST OF A
 QB0173'NORTHWEST GULCH, AT THE SOUTHWEST END OF THE CURVE, AND 38.5 FEET
 QB0173'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 QB0173'L 140 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0650 ***********************************************************************
 OZ0650  DESIGNATION -  L 142
 OZ0650  PID         -  OZ0650
 OZ0650  STATE/COUNTY-  ID/ADA
 OZ0650  USGS QUAD   -  ARROWROCK DAM (1976)
 OZ0650
 OZ0650                         *CURRENT SURVEY CONTROL
 OZ0650  ___________________________________________________________________
 OZ0650* NAD 83(1986)-  43 33 59.     (N)    115 59 43.     (W)     SCALED    
 OZ0650* NAVD 88     -       879.560  (meters)    2885.69   (feet)  ADJUSTED  
 OZ0650  ___________________________________________________________________
 OZ0650  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 OZ0650  DYNAMIC HT  -         879.167 (meters)    2884.40  (feet)  COMP
 OZ0650  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 OZ0650
 OZ0650  VERT ORDER  -  SECOND    CLASS 0
 OZ0650
 OZ0650.The horizontal coordinates were scaled from a topographic map and have
 OZ0650.an estimated accuracy of +/- 6 seconds.
 OZ0650
 OZ0650.The orthometric height was determined by differential leveling
 OZ0650.and adjusted by the National Geodetic Survey in June 1991..
 OZ0650
 OZ0650.The geoid height was determined by GEOID03.
 OZ0650
 OZ0650.The dynamic height is computed by dividing the NAVD 88
 OZ0650.geopotential number by the normal gravity value computed on the
 OZ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0650.degrees latitude (g = 980.6199 gals.).
 OZ0650
 OZ0650.The modeled gravity was interpolated from observed gravity values.
 OZ0650
 OZ0650;                    North         East    Units  Estimated Accuracy
 OZ0650;SPC ID W     -   211,050.      780,190.      MT  (+/- 180 meters Scaled)
 OZ0650
 OZ0650                          SUPERSEDED SURVEY CONTROL
 OZ0650
 OZ0650  NGVD 29 (??/??/92)  878.54   (m)         2882.3    (f) COMPUTED    2 0
 OZ0650
 OZ0650.Superseded values are not recommended for survey control.
 OZ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0650.See file dsdata.txt to determine how the superseded data were derived.
 OZ0650
 OZ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ811242(NAD 83)
 OZ0650_MARKER: DB = BENCH MARK DISK
 OZ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0650_STAMPING: L-142 1935
 OZ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0650+STABILITY: SURFACE MOTION
 OZ0650
 OZ0650  HISTORY     - Date     Condition        Report By
 OZ0650  HISTORY     - 1935     MONUMENTED       CGS
 OZ0650
 OZ0650                          STATION DESCRIPTION
 OZ0650
 OZ0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0650'16.4 MI E FROM BOISE.
 OZ0650'16.4 MILES EAST OF, ALONG ST. HWY. NO. 21, FROM POST OFFICE 115 FEET
 OZ0650'NORTHEAST OF NORTH CORNER OF ED KIRKS SERVICE STATION.  22.5 FEET
 OZ0650'SOUTHEAST OF CENTERLINE OF ST. HWY. NO. 21.  1.8 FT. NORTHWEST OF WEST
 OZ0650'CORNER OF GARDEN FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0651 ***********************************************************************
 OZ0651  DESIGNATION -  L 142 RESET
 OZ0651  PID         -  OZ0651
 OZ0651  STATE/COUNTY-  ID/ADA
 OZ0651  USGS QUAD   -  ARROWROCK DAM (1976)
 OZ0651
 OZ0651                         *CURRENT SURVEY CONTROL
 OZ0651  ___________________________________________________________________
 OZ0651* NAD 83(1986)-  43 33 59.     (N)    115 59 43.     (W)     SCALED    
 OZ0651* NAVD 88     -       879.36   (meters)    2885.0    (feet)  RESET     
 OZ0651  ___________________________________________________________________
 OZ0651  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 OZ0651
 OZ0651  VERT ORDER  -  THIRD
 OZ0651
 OZ0651.The horizontal coordinates were scaled from a topographic map and have
 OZ0651.an estimated accuracy of +/- 6 seconds.
 OZ0651
 OZ0651.The orthometric height was computed from unverified reset data.
 OZ0651.No vertical observational check was made to the station.
 OZ0651
 OZ0651.The geoid height was determined by GEOID03.
 OZ0651
 OZ0651;                    North         East    Units  Estimated Accuracy
 OZ0651;SPC ID W     -   211,050.      780,190.      MT  (+/- 180 meters Scaled)
 OZ0651
 OZ0651                          SUPERSEDED SURVEY CONTROL
 OZ0651
 OZ0651  NGVD 29 (??/??/??)  878.34   (m)         2881.7    (f) RESET       3  
 OZ0651
 OZ0651.Superseded values are not recommended for survey control.
 OZ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0651.See file dsdata.txt to determine how the superseded data were derived.
 OZ0651
 OZ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ811242(NAD 83)
 OZ0651_MARKER: DB = BENCH MARK DISK
 OZ0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0651_STAMPING: L 142 RESET 1937
 OZ0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0651+STABILITY: SURFACE MOTION
 OZ0651
 OZ0651  HISTORY     - Date     Condition        Report By
 OZ0651  HISTORY     - 1937     MONUMENTED       CGS
 OZ0651  HISTORY     - 1971     MARK NOT FOUND   USGS
 OZ0651
 OZ0651                          STATION DESCRIPTION
 OZ0651
 OZ0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 OZ0651'16.4 MI E FROM BOISE.
 OZ0651'16.4 MILES EAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT BOISE,
 OZ0651'ADA COUNTY, 115 FEET NORTHEAST OF THE NORTH CORNER OF THE ED KIRK
 OZ0651'SERVICE STATION, 22.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 OZ0651'AND 1.8 FEET NORTHWEST OF THE WEST CORNER OF THE GARDEN FENCE. A
 OZ0651'STANDARD DISK, STAMPED L 142 1935 AND SET IN THE TOP OF A CONCRETE
 OZ0651'POST.  NOTE-- BENCH MARK L 142 WAS MOVED BY ENGINEERS OF THE STATE
 OZ0651'DEPARTMENT OF PUBLIC ROADS IN SEPTEMBER 1937 TO A POINT 36 FEET
 OZ0651'NORTHEAST OF THE ORIGINAL LOCATION AND STAMPED RESET 1937.  THIS BENCH
 OZ0651'MARK IS NEAR KIRKS STORE ON THE BOISE RIVER IN ADA COUNTY, IDAHO.
 OZ0651'BENCH MARK WAS RESET 0.661 FEET LOWER THAN THE ORIGINAL LOCATION. THIS
 OZ0651'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY THE IDAHO
 OZ0651'STATE HIGHWAY DEPARTMENT IN 1937.  NOTE-- COVERED BY THE WATERS OF
 OZ0651'LUCKY PEAK RESERVOIR.
 OZ0651
 OZ0651                          STATION RECOVERY (1971)
 OZ0651
 OZ0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OZ0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0671 ***********************************************************************
 OZ0671  DESIGNATION -  L 144
 OZ0671  PID         -  OZ0671
 OZ0671  STATE/COUNTY-  ID/BOISE
 OZ0671  USGS QUAD   -  DUNNIGAN CREEK (1969)
 OZ0671
 OZ0671                         *CURRENT SURVEY CONTROL
 OZ0671  ___________________________________________________________________
 OZ0671* NAD 83(1986)-  43 44 56.     (N)    115 55 17.     (W)     SCALED    
 OZ0671* NAVD 88     -      1057.023  (meters)    3467.92   (feet)  ADJUSTED  
 OZ0671  ___________________________________________________________________
 OZ0671  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 OZ0671  DYNAMIC HT  -        1056.553 (meters)    3466.37  (feet)  COMP
 OZ0671  MODELED GRAV-     980,139.1   (mgal)                       NAVD 88
 OZ0671
 OZ0671  VERT ORDER  -  SECOND    CLASS 0
 OZ0671
 OZ0671.The horizontal coordinates were scaled from a topographic map and have
 OZ0671.an estimated accuracy of +/- 6 seconds.
 OZ0671
 OZ0671.The orthometric height was determined by differential leveling
 OZ0671.and adjusted by the National Geodetic Survey in June 1991..
 OZ0671
 OZ0671.The geoid height was determined by GEOID03.
 OZ0671
 OZ0671.The dynamic height is computed by dividing the NAVD 88
 OZ0671.geopotential number by the normal gravity value computed on the
 OZ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0671.degrees latitude (g = 980.6199 gals.).
 OZ0671
 OZ0671.The modeled gravity was interpolated from observed gravity values.
 OZ0671
 OZ0671;                    North         East    Units  Estimated Accuracy
 OZ0671;SPC ID W     -   231,310.      786,200.      MT  (+/- 180 meters Scaled)
 OZ0671
 OZ0671                          SUPERSEDED SURVEY CONTROL
 OZ0671
 OZ0671  NGVD 29 (??/??/92) 1055.982  (m)         3464.50   (f) ADJ UNCH    2 0
 OZ0671
 OZ0671.Superseded values are not recommended for survey control.
 OZ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0671.See file dsdata.txt to determine how the superseded data were derived.
 OZ0671
 OZ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ868445(NAD 83)
 OZ0671_MARKER: DB = BENCH MARK DISK
 OZ0671_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0671_SP_SET: GRANITE OUTCROP
 OZ0671_STAMPING: L 144 1935
 OZ0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0671+STABILITY: POSITION/ELEVATION WELL
 OZ0671
 OZ0671  HISTORY     - Date     Condition        Report By
 OZ0671  HISTORY     - 1935     MONUMENTED       CGS
 OZ0671  HISTORY     - 1969     GOOD             USGS
 OZ0671
 OZ0671                          STATION DESCRIPTION
 OZ0671
 OZ0671'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 OZ0671'8.5 MI SW FROM IDAHO CITY.
 OZ0671'8.5 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 OZ0671'AT IDAHO CITY, BOISE COUNTY, 800 FEET NORTH ALONG HIGHWAY 21 FROM A
 OZ0671'WOODEN BRIDGE OVER MORES CREEK, 125 FEET WEST OF CENTERLINE OF
 OZ0671'HIGHWAY, IN THE TOP OF THE NORTHEAST FACE OF A GRANITE OUTCROP, AND 3
 OZ0671'1/2 FEET ABOVE GROUND, AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0780 ***********************************************************************
 OZ0780  DESIGNATION -  L 145
 OZ0780  PID         -  OZ0780
 OZ0780  STATE/COUNTY-  ID/BOISE
 OZ0780  USGS QUAD   -  BIG OWL CREEK (1972)
 OZ0780
 OZ0780                         *CURRENT SURVEY CONTROL
 OZ0780  ___________________________________________________________________
 OZ0780* NAD 83(1986)-  43 57 51.     (N)    115 36 57.     (W)     SCALED    
 OZ0780* NAVD 88     -      1609.317  (meters)    5279.90   (feet)  ADJUSTED  
 OZ0780  ___________________________________________________________________
 OZ0780  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 OZ0780  DYNAMIC HT  -        1608.429 (meters)    5276.99  (feet)  COMP
 OZ0780  MODELED GRAV-     980,010.1   (mgal)                       NAVD 88
 OZ0780
 OZ0780  VERT ORDER  -  SECOND    CLASS 0
 OZ0780
 OZ0780.The horizontal coordinates were scaled from a topographic map and have
 OZ0780.an estimated accuracy of +/- 6 seconds.
 OZ0780
 OZ0780.The orthometric height was determined by differential leveling
 OZ0780.and adjusted by the National Geodetic Survey in June 1991..
 OZ0780
 OZ0780.The geoid height was determined by GEOID03.
 OZ0780
 OZ0780.The dynamic height is computed by dividing the NAVD 88
 OZ0780.geopotential number by the normal gravity value computed on the
 OZ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0780.degrees latitude (g = 980.6199 gals.).
 OZ0780
 OZ0780.The modeled gravity was interpolated from observed gravity values.
 OZ0780
 OZ0780;                    North         East    Units  Estimated Accuracy
 OZ0780;SPC ID W     -   255,220.      810,770.      MT  (+/- 180 meters Scaled)
 OZ0780
 OZ0780                          SUPERSEDED SURVEY CONTROL
 OZ0780
 OZ0780  NGVD 29 (??/??/92) 1608.102  (m)         5275.91   (f) ADJ UNCH    2 0
 OZ0780
 OZ0780.Superseded values are not recommended for survey control.
 OZ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0780.See file dsdata.txt to determine how the superseded data were derived.
 OZ0780
 OZ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ110688(NAD 83)
 OZ0780_MARKER: DB = BENCH MARK DISK
 OZ0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0780_STAMPING: L 145 1935
 OZ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0780+STABILITY: SURFACE MOTION
 OZ0780
 OZ0780  HISTORY     - Date     Condition        Report By
 OZ0780  HISTORY     - 1935     MONUMENTED       CGS
 OZ0780  HISTORY     - 1950     GOOD             NGS
 OZ0780
 OZ0780                          STATION DESCRIPTION
 OZ0780
 OZ0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0780'1.1 MI W FROM BEAVER CREEK GUARD STATION.
 OZ0780'0.4 MILE NORTHWEST ALONG A FOREST SERVICE ROAD FROM THE BEAVER CREEK
 OZ0780'GUARD STATION, THENCE 0.7 MILE SOUTH ALONG STATE HIGHWAY 21, AT THE
 OZ0780'SOUTHWEST END OF A CUT, 77.2 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM
 OZ0780'RIGHT-OF-WAY POST NO. 96, 40 FEET SOUTH OF THE CENTER OF THE JUNCTION
 OZ0780'OF THE OLD HIGHWAY, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE
 OZ0780'HIGHWAY, 7 FEET NORTH OF A 6-INCH TRIANGULAR-BLAZED PINE TREE, 1.6
 OZ0780'FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND
 OZ0780'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. NOTE-- 0.3
 OZ0780'MILE NORTHEAST OF THE JUNCTION WITH THE GRADED ROAD TO DEER PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0131 ***********************************************************************
 QB0131  DESIGNATION -  L 146
 QB0131  PID         -  QB0131
 QB0131  STATE/COUNTY-  ID/GEM
 QB0131  USGS QUAD   -  DODSON PASS (1970)
 QB0131
 QB0131                         *CURRENT SURVEY CONTROL
 QB0131  ___________________________________________________________________
 QB0131* NAD 83(1986)-  44 16 27.     (N)    116 19 07.     (W)     SCALED    
 QB0131* NAVD 88     -      1047.209  (meters)    3435.72   (feet)  ADJUSTED  
 QB0131  ___________________________________________________________________
 QB0131  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 QB0131  DYNAMIC HT  -        1046.819 (meters)    3434.44  (feet)  COMP
 QB0131  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 QB0131
 QB0131  VERT ORDER  -  SECOND    CLASS 0
 QB0131
 QB0131.The horizontal coordinates were scaled from a topographic map and have
 QB0131.an estimated accuracy of +/- 6 seconds.
 QB0131
 QB0131.The orthometric height was determined by differential leveling
 QB0131.and adjusted by the National Geodetic Survey in June 1991..
 QB0131
 QB0131.The geoid height was determined by GEOID03.
 QB0131
 QB0131.The dynamic height is computed by dividing the NAVD 88
 QB0131.geopotential number by the normal gravity value computed on the
 QB0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0131.degrees latitude (g = 980.6199 gals.).
 QB0131
 QB0131.The modeled gravity was interpolated from observed gravity values.
 QB0131
 QB0131;                    North         East    Units  Estimated Accuracy
 QB0131;SPC ID W     -   289,810.      754,610.      MT  (+/- 180 meters Scaled)
 QB0131
 QB0131                          SUPERSEDED SURVEY CONTROL
 QB0131
 QB0131  NGVD 29 (??/??/92) 1046.131  (m)         3432.18   (f) ADJ UNCH    2 0
 QB0131
 QB0131.Superseded values are not recommended for survey control.
 QB0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0131.See file dsdata.txt to determine how the superseded data were derived.
 QB0131
 QB0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK543025(NAD 83)
 QB0131_MARKER: DB = BENCH MARK DISK
 QB0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0131_STAMPING: L 146 1935
 QB0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0131+STABILITY: SURFACE MOTION
 QB0131
 QB0131  HISTORY     - Date     Condition        Report By
 QB0131  HISTORY     - 1935     MONUMENTED       CGS
 QB0131  HISTORY     - 1970     POOR             NGS
 QB0131
 QB0131                          STATION DESCRIPTION
 QB0131
 QB0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0131'8.2 MI N FROM OLA.
 QB0131'8.2 MILES NORTH ALONG THE CRANE CREEK ROAD FROM THE JUNCTION OF THE
 QB0131'SMITHS FERRY ROAD AT OLA, GEM COUNTY, AT THE TOP OF A SMALL HILL, AT A
 QB0131'CURVE, 45 FEET EAST OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTH OF A
 QB0131'ROCK-PILE FENCE CORNER, AND 1 FOOT WEST OF THE WIRE FENCE.  A STANDARD
 QB0131'DISK, STAMPED L 146 1935 AND SET IN THE TOP OF A CONCRETE POST.
 QB0131
 QB0131                          STATION RECOVERY (1970)
 QB0131
 QB0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QB0131'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0229 ***********************************************************************
 QB0229  DESIGNATION -  L 147
 QB0229  PID         -  QB0229
 QB0229  STATE/COUNTY-  ID/WASHINGTON
 QB0229  USGS QUAD   -  NUTMEG FLAT (1986)
 QB0229
 QB0229                         *CURRENT SURVEY CONTROL
 QB0229  ___________________________________________________________________
 QB0229* NAD 83(1986)-  44 16 53.     (N)    116 39 20.     (W)     SCALED    
 QB0229* NAVD 88     -      1126.676  (meters)    3696.44   (feet)  ADJUSTED  
 QB0229  ___________________________________________________________________
 QB0229  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 QB0229  DYNAMIC HT  -        1126.260 (meters)    3695.07  (feet)  COMP
 QB0229  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 QB0229
 QB0229  VERT ORDER  -  SECOND    CLASS 0
 QB0229
 QB0229.The horizontal coordinates were scaled from a topographic map and have
 QB0229.an estimated accuracy of +/- 6 seconds.
 QB0229
 QB0229.The orthometric height was determined by differential leveling
 QB0229.and adjusted by the National Geodetic Survey in June 1991..
 QB0229
 QB0229.The geoid height was determined by GEOID03.
 QB0229
 QB0229.The dynamic height is computed by dividing the NAVD 88
 QB0229.geopotential number by the normal gravity value computed on the
 QB0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0229.degrees latitude (g = 980.6199 gals.).
 QB0229
 QB0229.The modeled gravity was interpolated from observed gravity values.
 QB0229
 QB0229;                    North         East    Units  Estimated Accuracy
 QB0229;SPC ID W     -   290,860.      727,720.      MT  (+/- 180 meters Scaled)
 QB0229
 QB0229                          SUPERSEDED SURVEY CONTROL
 QB0229
 QB0229  NGVD 29 (??/??/92) 1125.612  (m)         3692.95   (f) ADJ UNCH    2 0
 QB0229
 QB0229.Superseded values are not recommended for survey control.
 QB0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0229.See file dsdata.txt to determine how the superseded data were derived.
 QB0229
 QB0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK274031(NAD 83)
 QB0229_MARKER: DB = BENCH MARK DISK
 QB0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0229_STAMPING: L 147 1935
 QB0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0229+STABILITY: SURFACE MOTION
 QB0229
 QB0229  HISTORY     - Date     Condition        Report By
 QB0229  HISTORY     - 1935     MONUMENTED       CGS
 QB0229  HISTORY     - 1954     POOR             NGS
 QB0229  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0229
 QB0229                          STATION DESCRIPTION
 QB0229
 QB0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0229'20.6 MI E FROM WEISER.
 QB0229'ABOUT 20.6 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0229'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 0.4 MILE EAST OF THE
 QB0229'TOP OF A NORTH-AND-SOUTH RIDGE, 26 FEET NORTHWEST OF THE CENTER LINE
 QB0229'OF THE ROAD, 10 FEET NORTHEAST OF A FENCE CORNER AND A FIELD GATE, AND
 QB0229'1 FOOT SOUTHEAST OF THE FENCE.  A STANDARD DISK, STAMPED L 147 1935
 QB0229'AND SET IN THE TOP OF A CONCRETE POST.
 QB0229
 QB0229                          STATION RECOVERY (1954)
 QB0229
 QB0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 QB0229'MARK RECOVERED IN POOR CONDITION.
 QB0229
 QB0229                          STATION RECOVERY (1983)
 QB0229
 QB0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0530 ***********************************************************************
 OH0530  DESIGNATION -  L 148
 OH0530  PID         -  OH0530
 OH0530  STATE/COUNTY-  ID/GEM
 OH0530  USGS QUAD   -  LETHA (1971)
 OH0530
 OH0530                         *CURRENT SURVEY CONTROL
 OH0530  ___________________________________________________________________
 OH0530* NAD 83(1986)-  43 55 05.     (N)    116 41 42.     (W)     SCALED    
 OH0530* NAVD 88     -       689.556  (meters)    2262.32   (feet)  ADJUSTED  
 OH0530  ___________________________________________________________________
 OH0530  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 OH0530  DYNAMIC HT  -         689.340 (meters)    2261.61  (feet)  COMP
 OH0530  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 OH0530
 OH0530  VERT ORDER  -  SECOND    CLASS 0
 OH0530
 OH0530.The horizontal coordinates were scaled from a topographic map and have
 OH0530.an estimated accuracy of +/- 6 seconds.
 OH0530
 OH0530.The orthometric height was determined by differential leveling
 OH0530.and adjusted by the National Geodetic Survey in June 1991..
 OH0530
 OH0530.The geoid height was determined by GEOID03.
 OH0530
 OH0530.The dynamic height is computed by dividing the NAVD 88
 OH0530.geopotential number by the normal gravity value computed on the
 OH0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0530.degrees latitude (g = 980.6199 gals.).
 OH0530
 OH0530.The modeled gravity was interpolated from observed gravity values.
 OH0530
 OH0530;                    North         East    Units  Estimated Accuracy
 OH0530;SPC ID W     -   250,520.      724,110.      MT  (+/- 180 meters Scaled)
 OH0530
 OH0530                          SUPERSEDED SURVEY CONTROL
 OH0530
 OH0530  NGVD 29 (??/??/92)  688.616  (m)         2259.23   (f) ADJ UNCH    2 0
 OH0530
 OH0530.Superseded values are not recommended for survey control.
 OH0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0530.See file dsdata.txt to determine how the superseded data were derived.
 OH0530
 OH0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ244628(NAD 83)
 OH0530_MARKER: DB = BENCH MARK DISK
 OH0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0530_STAMPING: L 148 1935
 OH0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0530+STABILITY: SURFACE MOTION
 OH0530
 OH0530  HISTORY     - Date     Condition        Report By
 OH0530  HISTORY     - 1935     MONUMENTED       CGS
 OH0530  HISTORY     - 1971     GOOD             NGS
 OH0530
 OH0530                          STATION DESCRIPTION
 OH0530
 OH0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OH0530'2.9 MI NW FROM LETHA.
 OH0530'2.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD, FORMERLY THE
 OH0530'OREGON SHORT LINE RAILROAD FROM LETHA, 0.2 MILE WEST OF A CROSSROAD,
 OH0530'0.1 MILE EAST OF HIGHWAY MILEPOST NO. 19, 200 FEET WEST OF A SWITCH
 OH0530'STAND AT LITTLE ROCK SIDING, 105 FEET WEST OF MILEAGE 18.81, 54 FEET
 OH0530'NORTH OF THE CENTER OF STATE HIGHWAY 52, 45 FEET SOUTH OF THE CENTER
 OH0530'OF A CATTLE GUARD ON THE RAILROAD TRACKS, 5.5 FEET NORTHWEST OF A
 OH0530'FENCE CORNER, AND 1 FOOT EAST OF A METAL WITNESS POST SET IN A 6-INCH
 OH0530'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0188 ***********************************************************************
 QB0188  DESIGNATION -  L 149
 QB0188  PID         -  QB0188
 QB0188  STATE/COUNTY-  ID/BOISE
 QB0188  USGS QUAD   -  DRY BUCK VALLEY (1985)
 QB0188
 QB0188                         *CURRENT SURVEY CONTROL
 QB0188  ___________________________________________________________________
 QB0188* NAD 83(1986)-  44 00 28.     (N)    116 10 18.     (W)     SCALED    
 QB0188* NAVD 88     -       825.450  (meters)    2708.16   (feet)  ADJUSTED  
 QB0188  ___________________________________________________________________
 QB0188  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 QB0188  DYNAMIC HT  -         825.145 (meters)    2707.16  (feet)  COMP
 QB0188  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 QB0188
 QB0188  VERT ORDER  -  SECOND    CLASS 0
 QB0188
 QB0188.The horizontal coordinates were scaled from a topographic map and have
 QB0188.an estimated accuracy of +/- 6 seconds.
 QB0188
 QB0188.The orthometric height was determined by differential leveling
 QB0188.and adjusted by the National Geodetic Survey in June 1991..
 QB0188
 QB0188.The geoid height was determined by GEOID03.
 QB0188
 QB0188.The dynamic height is computed by dividing the NAVD 88
 QB0188.geopotential number by the normal gravity value computed on the
 QB0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0188.degrees latitude (g = 980.6199 gals.).
 QB0188
 QB0188.The modeled gravity was interpolated from observed gravity values.
 QB0188
 QB0188;                    North         East    Units  Estimated Accuracy
 QB0188;SPC ID W     -   260,140.      766,190.      MT  (+/- 180 meters Scaled)
 QB0188
 QB0188                          SUPERSEDED SURVEY CONTROL
 QB0188
 QB0188  NGVD 29 (??/??/92)  824.435  (m)         2704.83   (f) ADJ UNCH    2 0
 QB0188
 QB0188.Superseded values are not recommended for survey control.
 QB0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0188.See file dsdata.txt to determine how the superseded data were derived.
 QB0188
 QB0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ664730(NAD 83)
 QB0188_MARKER: DB = BENCH MARK DISK
 QB0188_SETTING: 80 = SET IN A BOULDER
 QB0188_SP_SET: BOULDER
 QB0188_STAMPING: L 149 1935
 QB0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0188+STABILITY: SURFACE MOTION
 QB0188
 QB0188  HISTORY     - Date     Condition        Report By
 QB0188  HISTORY     - 1935     MONUMENTED       CGS
 QB0188  HISTORY     - 1937     GOOD             NGS
 QB0188
 QB0188                          STATION DESCRIPTION
 QB0188
 QB0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0188'2.8 MI N FROM GARDENA.
 QB0188'2.8 MILES NORTH ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT
 QB0188'GARDENA, BOISE COUNTY, 300 FEET NORTHEAST OF A CURVE TO THE NORTHEAST,
 QB0188'125 FEET SOUTHWEST OF A PINE TREE MARKED BM 22, 33.5 FEET NORTHWEST OF
 QB0188'THE CENTERLINE OF THE HIGHWAY, 20 FEET SOUTH OF A PAIR OF 2-FOOT PINE
 QB0188'TREES, AND IN THE TOP OF THE EAST END OF A 6-BY 8-FOOT GRANITE BOULDER
 QB0188'PROJECTING 2.5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED L 149
 QB0188'1935.
 QB0188
 QB0188                          STATION RECOVERY (1937)
 QB0188
 QB0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 QB0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0447 ***********************************************************************
 PZ0447  DESIGNATION -  L 15
 PZ0447  PID         -  PZ0447
 PZ0447  STATE/COUNTY-  ID/CUSTER
 PZ0447  USGS QUAD   -  ELKHORN CREEK (1967)
 PZ0447
 PZ0447                         *CURRENT SURVEY CONTROL
 PZ0447  ___________________________________________________________________
 PZ0447* NAD 83(1986)-  44 03 10.     (N)    113 52 09.     (W)     SCALED    
 PZ0447* NAVD 88     -      1928.892  (meters)    6328.37   (feet)  ADJUSTED  
 PZ0447  ___________________________________________________________________
 PZ0447  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 PZ0447  DYNAMIC HT  -        1927.676 (meters)    6324.38  (feet)  COMP
 PZ0447  MODELED GRAV-     979,920.1   (mgal)                       NAVD 88
 PZ0447
 PZ0447  VERT ORDER  -  FIRST     CLASS II
 PZ0447
 PZ0447.The horizontal coordinates were scaled from a topographic map and have
 PZ0447.an estimated accuracy of +/- 6 seconds.
 PZ0447
 PZ0447.The orthometric height was determined by differential leveling
 PZ0447.and adjusted by the National Geodetic Survey in June 1991..
 PZ0447.WARNING-Repeat measurements at this control monument indicate possible
 PZ0447.vertical movement.
 PZ0447
 PZ0447.The geoid height was determined by GEOID03.
 PZ0447
 PZ0447.The dynamic height is computed by dividing the NAVD 88
 PZ0447.geopotential number by the normal gravity value computed on the
 PZ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0447.degrees latitude (g = 980.6199 gals.).
 PZ0447
 PZ0447.The modeled gravity was interpolated from observed gravity values.
 PZ0447
 PZ0447;                    North         East    Units  Estimated Accuracy
 PZ0447;SPC ID C     -   265,070.      510,480.      MT  (+/- 180 meters Scaled)
 PZ0447
 PZ0447                          SUPERSEDED SURVEY CONTROL
 PZ0447
 PZ0447  NGVD 29 (??/??/92) 1928.181  (m)         6326.04   (f) ADJ UNCH    1 2
 PZ0447
 PZ0447.Superseded values are not recommended for survey control.
 PZ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0447.See file dsdata.txt to determine how the superseded data were derived.
 PZ0447
 PZ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP701817(NAD 83)
 PZ0447_MARKER: DB = BENCH MARK DISK
 PZ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0447_STAMPING: 6326.126 L 15 1933
 PZ0447_MARK LOGO: CGS   
 PZ0447_PROJECTION: PROJECTING 12 CENTIMETERS
 PZ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0447+STABILITY: SURFACE MOTION
 PZ0447
 PZ0447  HISTORY     - Date     Condition        Report By
 PZ0447  HISTORY     - 1933     MONUMENTED       CGS
 PZ0447  HISTORY     - 1955     GOOD             NGS
 PZ0447  HISTORY     - 1983     GOOD             NGS
 PZ0447  HISTORY     - 1984     GOOD             NGS
 PZ0447  HISTORY     - 1985     GOOD             NGS
 PZ0447
 PZ0447                          STATION DESCRIPTION
 PZ0447
 PZ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PZ0447'0.6 MI S FROM CHILLY.
 PZ0447'0.6 MILE SOUTH ALONG ROAD FROM CHILLY POST OFFICE AND THE BRIDGE OVER
 PZ0447'BIG LOST RIVER AT CHILLY, IN THE FORK OF THE Y-JUNCTION WITH THE
 PZ0447'BARTLETT POINT ROAD, 100 FEET NORTH OF THE CENTER LINE OF THE BARTLETT
 PZ0447'POINT ROAD AND 80 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD
 PZ0447'FROM CHILLY.  MARK IS SET IN THE TOP OF CONCRETE POST PROJECTING 5
 PZ0447'INCHES.
 PZ0447
 PZ0447                          STATION RECOVERY (1983)
 PZ0447
 PZ0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PZ0447'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 PZ0447'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0447'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG
 PZ0447'OLD STATE HIGHWAY 27, 1.05 KM (0.65 MI) SOUTHEAST THE BRIDGE OVER
 PZ0447'BIG LOST RIVER, IN THE NORTHWEST CORNER OF THE Y JUNCTION OF
 PZ0447'BARTLETT POINT ROAD, 27.0 METERS (88.5 FT) SOUTHWEST OF THE
 PZ0447'CENTERLINE OF THE HIGHWAY, 48.6 METERS (159 FT) WEST ACROSS THE
 PZ0447'HIGHWAY FROM BENCH MARK V 425, 33.0 METERS (108 FT) NORTH OF
 PZ0447'THE CENTER OF BARTLETT ROAD, 23.6 METERS (77.5 FT) SOUTH OF A
 PZ0447'UNDERGROUND TELEPHONE CABLE BOX ON A CONCRETE FOUNDATION AND
 PZ0447'12.3 METERS (40.5 FT) NORTHWEST OF THE CENTER OF A CROSSOVER
 PZ0447'ROAD BETWEEN THE HIGHWAY AND THE ROAD.
 PZ0447'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 PZ0447'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 PZ0447
 PZ0447                          STATION RECOVERY (1984)
 PZ0447
 PZ0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0447'RECOVERED IN GOOD CONDITION.
 PZ0447
 PZ0447                          STATION RECOVERY (1985)
 PZ0447
 PZ0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0218 ***********************************************************************
 QB0218  DESIGNATION -  L 150
 QB0218  PID         -  QB0218
 QB0218  STATE/COUNTY-  ID/WASHINGTON
 QB0218  USGS QUAD   -  MANN CREEK SE (1987)
 QB0218
 QB0218                         *CURRENT SURVEY CONTROL
 QB0218  ___________________________________________________________________
 QB0218* NAD 83(1986)-  44 15 01.     (N)    116 46 36.     (W)     SCALED    
 QB0218* NAVD 88     -       672.104  (meters)    2205.06   (feet)  ADJUSTED  
 QB0218  ___________________________________________________________________
 QB0218  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 QB0218  DYNAMIC HT  -         671.910 (meters)    2204.42  (feet)  COMP
 QB0218  MODELED GRAV-     980,307.4   (mgal)                       NAVD 88
 QB0218
 QB0218  VERT ORDER  -  SECOND    CLASS 0
 QB0218
 QB0218.The horizontal coordinates were scaled from a topographic map and have
 QB0218.an estimated accuracy of +/- 6 seconds.
 QB0218
 QB0218.The orthometric height was determined by differential leveling
 QB0218.and adjusted by the National Geodetic Survey in June 1991..
 QB0218
 QB0218.The geoid height was determined by GEOID03.
 QB0218
 QB0218.The dynamic height is computed by dividing the NAVD 88
 QB0218.geopotential number by the normal gravity value computed on the
 QB0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0218.degrees latitude (g = 980.6199 gals.).
 QB0218
 QB0218.The modeled gravity was interpolated from observed gravity values.
 QB0218
 QB0218;                    North         East    Units  Estimated Accuracy
 QB0218;SPC ID W     -   287,510.      718,010.      MT  (+/- 180 meters Scaled)
 QB0218
 QB0218                          SUPERSEDED SURVEY CONTROL
 QB0218
 QB0218  NGVD 29 (??/??/92)  671.112  (m)         2201.81   (f) ADJ UNCH    2 0
 QB0218
 QB0218.Superseded values are not recommended for survey control.
 QB0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0218.See file dsdata.txt to determine how the superseded data were derived.
 QB0218
 QB0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ178996(NAD 83)
 QB0218_MARKER: DB = BENCH MARK DISK
 QB0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QB0218_SP_SET: DAM HEAD-GATE
 QB0218_STAMPING: L 150 1935
 QB0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB0218
 QB0218  HISTORY     - Date     Condition        Report By
 QB0218  HISTORY     - 1935     MONUMENTED       CGS
 QB0218  HISTORY     - 1983     GOOD             NGS
 QB0218
 QB0218                          STATION DESCRIPTION
 QB0218
 QB0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 QB0218'9.6 MI E FROM WEISER.
 QB0218'ABOUT 9.6 MILES EAST ALONG THE CRANE CREEK ROAD FROM THE COUNTY
 QB0218'COURTHOUSE AT WEISER, WASHINGTON COUNTY, ABOUT 1.3 MILES SOUTHWEST OF
 QB0218'THE UNION PACIFIC RAILROAD STATION AT CRANE, ABOUT 0.3 MILE SOUTHWEST
 QB0218'OF MILEPOST 10, ABOUT 129 FEET SOUTH OF POLE 295, 80 FEET SOUTHEAST OF
 QB0218'A CATTLE-GUARD, ABOUT 180 FEET SOUTHEAST OF THE CENTER LINE OF THE
 QB0218'ROAD, ABOUT 75 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 12 FEET
 QB0218'NORTHWEST OF THE NORTH GATE LOCK OF A WEISER RIVER DAM, AND IN THE TOP
 QB0218'OF THE NORTH HEAD-GATE WING WALL.  A STANDARD DISK, STAMPED L 150
 QB0218'1935.
 QB0218
 QB0218                          STATION RECOVERY (1983)
 QB0218
 QB0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0218'0.18 KM (0.1 MI) NORTH ALONG EAST 2ND ST. FROM THE COUNTY COURT HOUSE
 QB0218'AT WEISER,THENCE 16.25 KM (10.15 MI) EAST ALONG RIVER ROAD (PARK ST.)
 QB0218'IN TOP OF AND 0.15 MI. (0.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 QB0218'NORTHWEST RETAINING WALL FOR THE CANAL GATE AT THE M (180.0 FT)
 QB0218'SOUTHEAST CENTERLINE ROAD, M (72.0 FT.) SOUTHEAST-SOUTHEAST RAIL OF
 QB0218'THE UNION PACIFIC RAILROAD, M (12.0 FT) NORTH OF THE NORTHWEST GATE
 QB0218'LOCK VALUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0227 ***********************************************************************
 RA0227  DESIGNATION -  L 150
 RA0227  PID         -  RA0227
 RA0227  STATE/COUNTY-  ID/IDAHO
 RA0227  USGS QUAD   -  RIGGINS HOT SPRINGS (1995)
 RA0227
 RA0227                         *CURRENT SURVEY CONTROL
 RA0227  ___________________________________________________________________
 RA0227* NAD 83(1986)-  45 25 39.     (N)    116 08 19.     (W)     SCALED    
 RA0227* NAVD 88     -       570.255  (meters)    1870.91   (feet)  ADJUSTED  
 RA0227  ___________________________________________________________________
 RA0227  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 RA0227  DYNAMIC HT  -         570.120 (meters)    1870.47  (feet)  COMP
 RA0227  MODELED GRAV-     980,363.7   (mgal)                       NAVD 88
 RA0227
 RA0227  VERT ORDER  -  SECOND    CLASS 0
 RA0227
 RA0227.The horizontal coordinates were scaled from a topographic map and have
 RA0227.an estimated accuracy of +/- 6 seconds.
 RA0227
 RA0227.The orthometric height was determined by differential leveling
 RA0227.and adjusted by the National Geodetic Survey in June 1991..
 RA0227
 RA0227.The geoid height was determined by GEOID03.
 RA0227
 RA0227.The dynamic height is computed by dividing the NAVD 88
 RA0227.geopotential number by the normal gravity value computed on the
 RA0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0227.degrees latitude (g = 980.6199 gals.).
 RA0227
 RA0227.The modeled gravity was interpolated from observed gravity values.
 RA0227
 RA0227;                    North         East    Units  Estimated Accuracy
 RA0227;SPC ID W     -   417,890.      769,590.      MT  (+/- 180 meters Scaled)
 RA0227
 RA0227                          SUPERSEDED SURVEY CONTROL
 RA0227
 RA0227  NGVD 29 (??/??/92)  569.183  (m)         1867.39   (f) ADJ UNCH    2 0
 RA0227
 RA0227.Superseded values are not recommended for survey control.
 RA0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0227.See file dsdata.txt to determine how the superseded data were derived.
 RA0227
 RA0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL673308(NAD 83)
 RA0227_MARKER: DD = SURVEY DISK
 RA0227_SETTING: 80 = SET IN A BOULDER
 RA0227_SP_SET: BOULDER
 RA0227_STAMPING: L 150 1941
 RA0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0227+STABILITY: SURFACE MOTION
 RA0227
 RA0227  HISTORY     - Date     Condition        Report By
 RA0227  HISTORY     - 1941     MONUMENTED       DOD
 RA0227  HISTORY     - 1945     GOOD             NGS
 RA0227  HISTORY     - 19950619 GOOD             USPSQD
 RA0227
 RA0227                          STATION DESCRIPTION
 RA0227
 RA0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RA0227'11.85 MI E FROM RIGGINS.
 RA0227'ALONG SALMON RIVER ROAD, 11.85 MILES EAST OF BRIDGE OVER LITTLE SALMON
 RA0227'RIVER (1.0 MILE SOUTH OF POST OFFICE AT RIGGINS), 42.5 FEET SOUTHEAST
 RA0227'OF CENTER OF VAN CREEK AT CENTERLINE OF ROAD, 28.0 FEET SOUTH OF
 RA0227'CENTERLINE OF ROAD, 9.0 FEET SOUTH OF REFERENCE POST, SET IN TOP OF A
 RA0227'BOULDER ABOUT 1 FOOT BELOW THE ROAD.
 RA0227
 RA0227                          STATION RECOVERY (1995)
 RA0227
 RA0227'RECOVERY NOTE BY US POWER SQUADRON 1995
 RA0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0059 ***********************************************************************
 RZ0059  DESIGNATION -  L 151
 RZ0059  PID         -  RZ0059
 RZ0059  STATE/COUNTY-  ID/CLEARWATER
 RZ0059  USGS QUAD   -  MC GARY BUTTE (1994)
 RZ0059
 RZ0059                         *CURRENT SURVEY CONTROL
 RZ0059  ___________________________________________________________________
 RZ0059* NAD 83(1986)-  46 47 12.     (N)    116 16 17.     (W)     SCALED    
 RZ0059* NAVD 88     -       904.196  (meters)    2966.52   (feet)  ADJUSTED  
 RZ0059  ___________________________________________________________________
 RZ0059  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 RZ0059  DYNAMIC HT  -         904.108 (meters)    2966.23  (feet)  COMP
 RZ0059  MODELED GRAV-     980,486.5   (mgal)                       NAVD 88
 RZ0059
 RZ0059  VERT ORDER  -  SECOND    CLASS 0
 RZ0059
 RZ0059.The horizontal coordinates were scaled from a topographic map and have
 RZ0059.an estimated accuracy of +/- 6 seconds.
 RZ0059
 RZ0059.The orthometric height was determined by differential leveling
 RZ0059.and adjusted by the National Geodetic Survey in June 1991..
 RZ0059
 RZ0059.The geoid height was determined by GEOID03.
 RZ0059
 RZ0059.The dynamic height is computed by dividing the NAVD 88
 RZ0059.geopotential number by the normal gravity value computed on the
 RZ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0059.degrees latitude (g = 980.6199 gals.).
 RZ0059
 RZ0059.The modeled gravity was interpolated from observed gravity values.
 RZ0059
 RZ0059;                    North         East    Units  Estimated Accuracy
 RZ0059;SPC ID W     -   569,010.      760,190.      MT  (+/- 180 meters Scaled)
 RZ0059
 RZ0059                          SUPERSEDED SURVEY CONTROL
 RZ0059
 RZ0059  NGVD 29 (??/??/92)  903.072  (m)         2962.83   (f) ADJ UNCH    2 0
 RZ0059
 RZ0059.Superseded values are not recommended for survey control.
 RZ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0059.See file dsdata.txt to determine how the superseded data were derived.
 RZ0059
 RZ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM556817(NAD 83)
 RZ0059_MARKER: DB = BENCH MARK DISK
 RZ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0059_STAMPING: L-151 1935
 RZ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0059+STABILITY: SURFACE MOTION
 RZ0059
 RZ0059  HISTORY     - Date     Condition        Report By
 RZ0059  HISTORY     - 1935     MONUMENTED       CGS
 RZ0059
 RZ0059                          STATION DESCRIPTION
 RZ0059
 RZ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RZ0059'9.2 MI NW FROM ELK RIVER.
 RZ0059'9.2 MILES NORTHWEST OF, ALONG C.M.ST.P. AND P.RY. FROM STATION.  2.1
 RZ0059'MILES SOUTHEAST OF NEVA STATION.  SET ON SOUTH SIDE OF TRACK AT SOUTH
 RZ0059'SLOPE OF SUMMIT.  ABOUT 300 FEET NORTHEAST OF HOUSE AND BARN AT FOOT
 RZ0059'OF SUMMIT.  ABOUT 110 FEET EAST OF EAST END OF RAILROAD TRESTLE NO. EE
 RZ0059'602.  63 FEET SOUTH OF MILE POST NO. 63.  51 FEET WEST OF 20 INCH IN
 RZ0059'DIAMETER FIR TREE.  29.5 FEET SOUTH OF CENTERLINE OF RAILROAD. 2.2
 RZ0059'FEET NORTH OF EAST-WEST RAIL FENCE.  ABOUT 1.5 FT. BELOW LEVEL OF
 RZ0059'TRACK.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0522 ***********************************************************************
 RY0522  DESIGNATION -  L 152
 RY0522  PID         -  RY0522
 RY0522  STATE/COUNTY-  ID/CLEARWATER
 RY0522  USGS QUAD   -  PINCHOT BUTTE (1994)
 RY0522
 RY0522                         *CURRENT SURVEY CONTROL
 RY0522  ___________________________________________________________________
 RY0522* NAD 83(1986)-  46 53 28.     (N)    115 55 06.     (W)     SCALED    
 RY0522* NAVD 88     -       625.619  (meters)    2052.55   (feet)  ADJUSTED  
 RY0522  ___________________________________________________________________
 RY0522  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 RY0522  DYNAMIC HT  -         625.556 (meters)    2052.34  (feet)  COMP
 RY0522  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 RY0522
 RY0522  VERT ORDER  -  SECOND    CLASS 0
 RY0522
 RY0522.The horizontal coordinates were scaled from a topographic map and have
 RY0522.an estimated accuracy of +/- 6 seconds.
 RY0522
 RY0522.The orthometric height was determined by differential leveling
 RY0522.and adjusted by the National Geodetic Survey in June 1991..
 RY0522
 RY0522.The geoid height was determined by GEOID03.
 RY0522
 RY0522.The dynamic height is computed by dividing the NAVD 88
 RY0522.geopotential number by the normal gravity value computed on the
 RY0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0522.degrees latitude (g = 980.6199 gals.).
 RY0522
 RY0522.The modeled gravity was interpolated from observed gravity values.
 RY0522
 RY0522;                    North         East    Units  Estimated Accuracy
 RY0522;SPC ID W     -   580,500.      787,170.      MT  (+/- 180 meters Scaled)
 RY0522
 RY0522                          SUPERSEDED SURVEY CONTROL
 RY0522
 RY0522  NGVD 29 (??/??/92)  624.475  (m)         2048.80   (f) ADJ UNCH    2 0
 RY0522
 RY0522.Superseded values are not recommended for survey control.
 RY0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0522.See file dsdata.txt to determine how the superseded data were derived.
 RY0522
 RY0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM824936(NAD 83)
 RY0522_MARKER: DB = BENCH MARK DISK
 RY0522_SETTING: 66 = SET IN ROCK OUTCROP
 RY0522_SP_SET: ROCK OUTCROP
 RY0522_STAMPING: L 152 1935
 RY0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0522+STABILITY: POSITION/ELEVATION WELL
 RY0522
 RY0522  HISTORY     - Date     Condition        Report By
 RY0522  HISTORY     - 1935     MONUMENTED       CGS
 RY0522  HISTORY     - 1975     GOOD             USGS
 RY0522
 RY0522                          STATION DESCRIPTION
 RY0522
 RY0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0522'1.2 MI NW FROM BOEHLS CABIN.
 RY0522'ABOUT 1.2 MILES NORTHWEST ALONG THE STOCKING MEADOWS GOAT MOUNTAIN
 RY0522'TRAIL FROM THE STEEL BRIDGE OVER BREAKFAST CREEK NEAR BOEHLS CABIN,
 RY0522'CLEARWATER COUNTY, ABOUT 0.5 MILE NORTHWEST OF THE LOG CABIN AT A
 RY0522'TRAIL JUNCTION, AT A CURVE, 22 FEET SOUTHWEST OF A 4-FOOT WHITE-PINE
 RY0522'TREE PAINTED B M, 15.5 FEET NORTHWEST OF A 3-FOOT CEDAR TREE BEARING A
 RY0522'RECTANGULAR BLAZE 4 FEET ABOVE THE GROUND AND PAINTED U S B M, 3.2
 RY0522'FEET SOUTHEAST OF AN 18-INCH CEDAR TREE BEARING A SQUARE BLAZE AND
 RY0522'MARKED 11 CH W 23-14, IN THE TOP OF A ROCK OUTCROP, AND ABOUT LEVEL
 RY0522'WITH THE TRAIL.  A STANDARD DISK, STAMPED L 152 1935.
 RY0522
 RY0522                          STATION RECOVERY (1975)
 RY0522
 RY0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RY0522'LOCATED 1.2 MILES (AIRLINE) SW. OF NEW BOEHLS - 1.65 MILES (AIRLINE)
 RY0522'ENE OF THE MOUTH OF FLOODWOOD CREEK AT BREAKFAST CREEK, EAST OF THE
 RY0522'NORTH 1/4 COR SECTION 23/T 41 N /R 4 E, 759 FT ON THE NORTH SIDE OF A
 RY0522'CLEARCUT LOGGED AREA, 3.2 FT SOUTHEAST OF A 20-INCH CEDAR TREE
 RY0522'BEARING ON OVERGROWN BLAZE MARKED "11 CH W 23-14", SET IN TOP OF ROCK
 RY0522'OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0567 ***********************************************************************
 RZ0567  DESIGNATION -  L 153
 RZ0567  PID         -  RZ0567
 RZ0567  STATE/COUNTY-  ID/LATAH
 RZ0567  USGS QUAD   -  DEARY (1994)
 RZ0567
 RZ0567                         *CURRENT SURVEY CONTROL
 RZ0567  ___________________________________________________________________
 RZ0567* NAD 83(1986)-  46 48 27.     (N)    116 34 41.     (W)     SCALED    
 RZ0567* NAVD 88     -       860.103  (meters)    2821.85   (feet)  ADJUSTED  
 RZ0567  ___________________________________________________________________
 RZ0567  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 RZ0567  DYNAMIC HT  -         860.031 (meters)    2821.62  (feet)  COMP
 RZ0567  MODELED GRAV-     980,501.6   (mgal)                       NAVD 88
 RZ0567
 RZ0567  VERT ORDER  -  SECOND    CLASS 0
 RZ0567
 RZ0567.The horizontal coordinates were scaled from a topographic map and have
 RZ0567.an estimated accuracy of +/- 6 seconds.
 RZ0567
 RZ0567.The orthometric height was determined by differential leveling
 RZ0567.and adjusted by the National Geodetic Survey in June 1991..
 RZ0567
 RZ0567.The geoid height was determined by GEOID03.
 RZ0567
 RZ0567.The dynamic height is computed by dividing the NAVD 88
 RZ0567.geopotential number by the normal gravity value computed on the
 RZ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0567.degrees latitude (g = 980.6199 gals.).
 RZ0567
 RZ0567.The modeled gravity was interpolated from observed gravity values.
 RZ0567
 RZ0567;                    North         East    Units  Estimated Accuracy
 RZ0567;SPC ID W     -   571,530.      736,800.      MT  (+/- 180 meters Scaled)
 RZ0567
 RZ0567                          SUPERSEDED SURVEY CONTROL
 RZ0567
 RZ0567  NGVD 29 (??/??/92)  858.985  (m)         2818.19   (f) ADJ UNCH    2 0
 RZ0567
 RZ0567.Superseded values are not recommended for survey control.
 RZ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0567.See file dsdata.txt to determine how the superseded data were derived.
 RZ0567
 RZ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM321838(NAD 83)
 RZ0567_MARKER: DB = BENCH MARK DISK
 RZ0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0567_STAMPING: L 153 1935
 RZ0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0567+STABILITY: SURFACE MOTION
 RZ0567
 RZ0567  HISTORY     - Date     Condition        Report By
 RZ0567  HISTORY     - 1935     MONUMENTED       CGS
 RZ0567  HISTORY     - 1961     MARK NOT FOUND   USGS
 RZ0567
 RZ0567                          STATION DESCRIPTION
 RZ0567
 RZ0567'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 RZ0567'0.9 MI W FROM DEARY.
 RZ0567'0.9 MILE WEST ALONG THE WASHINGTON, IDAHO AND MONTANA RAILWAY FROM THE
 RZ0567'STATION AT DEARY, 0.2 MILE EAST OF MILEPOST 33, AT THE SIXTH POLE EAST
 RZ0567'OF THE MILEPOST, AT A PRIVATE-ROAD CROSSING, 49 FEET NORTH OF THE
 RZ0567'CENTERLINE OF THE TRACK, 26 FEET WEST OF THE CENTERLINE OF THE ROAD,
 RZ0567'AND 20 FEET WEST OF A LARGE GATEPOST.  SET IN THE TOP OF A CONCRETE
 RZ0567'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0229 ***********************************************************************
 SV0229  DESIGNATION -  L 154
 SV0229  PID         -  SV0229
 SV0229  STATE/COUNTY-  ID/SHOSHONE
 SV0229  USGS QUAD   -  MARBLE MTN (1995)
 SV0229
 SV0229                         *CURRENT SURVEY CONTROL
 SV0229  ___________________________________________________________________
 SV0229* NAD 83(1986)-  47 14 56.     (N)    116 00 42.     (W)     SCALED    
 SV0229* NAVD 88     -       711.072  (meters)    2332.91   (feet)  ADJUSTED  
 SV0229  ___________________________________________________________________
 SV0229  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 SV0229  DYNAMIC HT  -         711.042 (meters)    2332.81  (feet)  COMP
 SV0229  MODELED GRAV-     980,548.3   (mgal)                       NAVD 88
 SV0229
 SV0229  VERT ORDER  -  SECOND    CLASS 0
 SV0229
 SV0229.The horizontal coordinates were scaled from a topographic map and have
 SV0229.an estimated accuracy of +/- 6 seconds.
 SV0229
 SV0229.The orthometric height was determined by differential leveling
 SV0229.and adjusted by the National Geodetic Survey in June 1991..
 SV0229
 SV0229.The geoid height was determined by GEOID03.
 SV0229
 SV0229.The dynamic height is computed by dividing the NAVD 88
 SV0229.geopotential number by the normal gravity value computed on the
 SV0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0229.degrees latitude (g = 980.6199 gals.).
 SV0229
 SV0229.The modeled gravity was interpolated from observed gravity values.
 SV0229
 SV0229;                    North         East    Units  Estimated Accuracy
 SV0229;SPC ID W     -   620,300.      780,190.      MT  (+/- 180 meters Scaled)
 SV0229
 SV0229                          SUPERSEDED SURVEY CONTROL
 SV0229
 SV0229  NGVD 29 (??/??/92)  709.94   (m)         2329.2    (f) COMPUTED    2 0
 SV0229
 SV0229.Superseded values are not recommended for survey control.
 SV0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0229.See file dsdata.txt to determine how the superseded data were derived.
 SV0229
 SV0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN747332(NAD 83)
 SV0229_MARKER: DB = BENCH MARK DISK
 SV0229_SETTING: 66 = SET IN ROCK OUTCROP
 SV0229_SP_SET: ROCK OUTCROP
 SV0229_STAMPING: L 154 1935
 SV0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0229+STABILITY: POSITION/ELEVATION WELL
 SV0229
 SV0229  HISTORY     - Date     Condition        Report By
 SV0229  HISTORY     - 1935     MONUMENTED       CGS
 SV0229  HISTORY     - 1963     GOOD             NGS
 SV0229
 SV0229                          STATION DESCRIPTION
 SV0229
 SV0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SV0229'11.8 MI W FROM AVERY.
 SV0229'11.8 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 SV0229'RAILROAD FROM THE STATION AT AVERY, 0.3 MILE EAST OF MILE POST NO.
 SV0229'1785, 85 FEET EAST OF TELEPHONE POLE NO. 47, 60 FEET EAST OF THE NORTH
 SV0229'END OF A CONCRETE CULVERT UNDER THE RAILROAD, 40 FEET NORTHWEST OF THE
 SV0229'WEST END OF A FENCE THAT PREVENTS ROCKS FROM ROLLING ONTO THE TRACKS,
 SV0229'20 FEET NORTHEAST OF THE CENTER OF THE TRACKS AT THE EAST SIDE OF A
 SV0229'DRAW IN THE MOUNTAIN AND 1 1/2 FEET ABOVE THE LEVEL OF THE TRACKS IN
 SV0229'THE TOP OF A 2 BY 4 FOOT ROCK OUTCROP WITH THE LETTERS B M PAINTED ON
 SV0229'THE FACE OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0243 ***********************************************************************
 SV0243  DESIGNATION -  L 155
 SV0243  PID         -  SV0243
 SV0243  STATE/COUNTY-  ID/BENEWAH
 SV0243  USGS QUAD   -  FERNWOOD (1995)
 SV0243
 SV0243                         *CURRENT SURVEY CONTROL
 SV0243  ___________________________________________________________________
 SV0243* NAD 83(1986)-  47 06 39.     (N)    116 23 39.     (W)     SCALED    
 SV0243* NAVD 88     -       823.817  (meters)    2702.81   (feet)  ADJUSTED  
 SV0243  ___________________________________________________________________
 SV0243  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 SV0243  DYNAMIC HT  -         823.767 (meters)    2702.64  (feet)  COMP
 SV0243  MODELED GRAV-     980,525.2   (mgal)                       NAVD 88
 SV0243
 SV0243  VERT ORDER  -  SECOND    CLASS 0
 SV0243
 SV0243.The horizontal coordinates were scaled from a topographic map and have
 SV0243.an estimated accuracy of +/- 6 seconds.
 SV0243
 SV0243.The orthometric height was determined by differential leveling
 SV0243.and adjusted by the National Geodetic Survey in June 1991..
 SV0243
 SV0243.The geoid height was determined by GEOID03.
 SV0243
 SV0243.The dynamic height is computed by dividing the NAVD 88
 SV0243.geopotential number by the normal gravity value computed on the
 SV0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0243.degrees latitude (g = 980.6199 gals.).
 SV0243
 SV0243.The modeled gravity was interpolated from observed gravity values.
 SV0243
 SV0243;                    North         East    Units  Estimated Accuracy
 SV0243;SPC ID W     -   605,120.      751,110.      MT  (+/- 180 meters Scaled)
 SV0243
 SV0243                          SUPERSEDED SURVEY CONTROL
 SV0243
 SV0243  NGVD 29 (??/??/92)  822.675  (m)         2699.06   (f) ADJ UNCH    2 0
 SV0243
 SV0243.Superseded values are not recommended for survey control.
 SV0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0243.See file dsdata.txt to determine how the superseded data were derived.
 SV0243
 SV0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN459176(NAD 83)
 SV0243_MARKER: DB = BENCH MARK DISK
 SV0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0243_STAMPING: L-155 1935
 SV0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0243+STABILITY: SURFACE MOTION
 SV0243
 SV0243  HISTORY     - Date     Condition        Report By
 SV0243  HISTORY     - 1935     MONUMENTED       CGS
 SV0243  HISTORY     - 1961     MARK NOT FOUND   USGS
 SV0243
 SV0243                          STATION DESCRIPTION
 SV0243
 SV0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SV0243'IN FERNWOOD.
 SV0243'80.8 FEET SOUTHWEST OF SOUTHWEST SIDE OF CHICAGO, MILWAUKEE ST. PAUL
 SV0243'AND PACIFIC RY.  STATION.  60.2 FEET SOUTHWEST OF CENTERLINE OF
 SV0243'RAILROAD.  41 FEET NORTHWEST OF EAST CORNER OF FENCE AND 18 INCH CEDAR
 SV0243'TREE.  6 FEET BELOW LEVEL OF TRACK.  1 FT. NORTHEAST OF R/W FENCE.
 SV0243'TABLET SET IN PRECAST CONCRETE POST.  NOTE-- AREA UNDER CULTIVATION.
 SV0243
 SV0243                          STATION RECOVERY (1961)
 SV0243
 SV0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SV0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0562 ***********************************************************************
 SU0562  DESIGNATION -  L 156
 SU0562  PID         -  SU0562
 SU0562  STATE/COUNTY-  ID/SHOSHONE
 SU0562  USGS QUAD   -  FISHHOOK CREEK (1995)
 SU0562
 SU0562                         *CURRENT SURVEY CONTROL
 SU0562  ___________________________________________________________________
 SU0562* NAD 83(1986)-  47 13 03.     (N)    115 49 11.     (W)     SCALED    
 SU0562* NAVD 88     -      1205.379  (meters)    3954.65   (feet)  ADJUSTED  
 SU0562  ___________________________________________________________________
 SU0562  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 SU0562  DYNAMIC HT  -        1205.239 (meters)    3954.19  (feet)  COMP
 SU0562  MODELED GRAV-     980,455.2   (mgal)                       NAVD 88
 SU0562
 SU0562  VERT ORDER  -  SECOND    CLASS 0
 SU0562
 SU0562.The horizontal coordinates were scaled from a topographic map and have
 SU0562.an estimated accuracy of +/- 6 seconds.
 SU0562
 SU0562.The orthometric height was determined by differential leveling
 SU0562.and adjusted by the National Geodetic Survey in June 1991..
 SU0562
 SU0562.The geoid height was determined by GEOID03.
 SU0562
 SU0562.The dynamic height is computed by dividing the NAVD 88
 SU0562.geopotential number by the normal gravity value computed on the
 SU0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0562.degrees latitude (g = 980.6199 gals.).
 SU0562
 SU0562.The modeled gravity was interpolated from observed gravity values.
 SU0562
 SU0562;                    North         East    Units  Estimated Accuracy
 SU0562;SPC ID W     -   616,780.      794,720.      MT  (+/- 180 meters Scaled)
 SU0562
 SU0562                          SUPERSEDED SURVEY CONTROL
 SU0562
 SU0562  NGVD 29 (??/??/92) 1204.209  (m)         3950.81   (f) ADJ UNCH    2 0
 SU0562
 SU0562.Superseded values are not recommended for survey control.
 SU0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0562.See file dsdata.txt to determine how the superseded data were derived.
 SU0562
 SU0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN893300(NAD 83)
 SU0562_MARKER: DB = BENCH MARK DISK
 SU0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0562_STAMPING: L-156 193K
 SU0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0562+STABILITY: SURFACE MOTION
 SU0562
 SU0562  HISTORY     - Date     Condition        Report By
 SU0562  HISTORY     - 1935     MONUMENTED       CGS
 SU0562  HISTORY     - 1936     GOOD             NGS
 SU0562  HISTORY     - 1969     MARK NOT FOUND   USGS
 SU0562
 SU0562                          STATION DESCRIPTION
 SU0562
 SU0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 SU0562'3.0 MI S FROM AVERY.
 SU0562'3.0 MILES SOUTH OF AVERY,ALONG ROAD TO JUG CAMP,FROM C.M.ST.P. AND
 SU0562'P.RY.STATION.  ABOUT .2 MILE NORTH OF ROAD LEADING WEST FROM ROAD TO
 SU0562'JUG CAMP TO A TIN CAN DUMP PILE, 100 FT.WEST OF CENTERLINE OF ROAD TO
 SU0562'JUG CAMP.  30 FT. NORTHWEST OF TELEPHONE POLE, WHICH IS ON EAST EDGE
 SU0562'OF ROAD AND ON INSIDE OF ROAD CURVE.  17 FT.WEST OF CENTERLINE OF ROAD
 SU0562'TO JUG CAMP.  4 FT. ABOVE LEVEL OF ROAD. A BRONZE DISC SET IN TOP OF
 SU0562'PRECAST CONCRETE POST SET ON OUTSIDE OF ROAD CURVE WHICH CUTS BACK
 SU0562'INTO SMALL VALLEY OF HILL AND ALSO TELEPHONE LINE CUTS ACROSS THIS
 SU0562'CURVE, CROSSING ROAD TWICE.
 SU0562
 SU0562                          STATION RECOVERY (1969)
 SU0562
 SU0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SU0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0556 ***********************************************************************
 RY0556  DESIGNATION -  L 157
 RY0556  PID         -  RY0556
 RY0556  STATE/COUNTY-  ID/SHOSHONE
 RY0556  USGS QUAD   -  LITTLE GOAT MOUNTAINS (1994)
 RY0556
 RY0556                         *CURRENT SURVEY CONTROL
 RY0556  ___________________________________________________________________
 RY0556* NAD 83(1986)-  46 59 33.     (N)    115 51 02.     (W)     SCALED    
 RY0556* NAVD 88     -      1903.230  (meters)    6244.18   (feet)  ADJUSTED  
 RY0556  ___________________________________________________________________
 RY0556  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 RY0556  DYNAMIC HT  -        1902.769 (meters)    6242.67  (feet)  COMP
 RY0556  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 RY0556
 RY0556  VERT ORDER  -  SECOND    CLASS 0
 RY0556
 RY0556.The horizontal coordinates were scaled from a topographic map and have
 RY0556.an estimated accuracy of +/- 6 seconds.
 RY0556
 RY0556.The orthometric height was determined by differential leveling
 RY0556.and adjusted by the National Geodetic Survey in June 1991..
 RY0556
 RY0556.The geoid height was determined by GEOID03.
 RY0556
 RY0556.The dynamic height is computed by dividing the NAVD 88
 RY0556.geopotential number by the normal gravity value computed on the
 RY0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0556.degrees latitude (g = 980.6199 gals.).
 RY0556
 RY0556.The modeled gravity was interpolated from observed gravity values.
 RY0556
 RY0556;                    North         East    Units  Estimated Accuracy
 RY0556;SPC ID W     -   591,770.      792,350.      MT  (+/- 180 meters Scaled)
 RY0556
 RY0556                          SUPERSEDED SURVEY CONTROL
 RY0556
 RY0556  NGVD 29 (??/??/92) 1901.978  (m)         6240.07   (f) ADJ UNCH    2 0
 RY0556
 RY0556.Superseded values are not recommended for survey control.
 RY0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0556.See file dsdata.txt to determine how the superseded data were derived.
 RY0556
 RY0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN873049(NAD 83)
 RY0556_MARKER: DB = BENCH MARK DISK
 RY0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0556_STAMPING: L 157 1935
 RY0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0556+STABILITY: SURFACE MOTION
 RY0556
 RY0556  HISTORY     - Date     Condition        Report By
 RY0556  HISTORY     - 1935     MONUMENTED       CGS
 RY0556  HISTORY     - 1980     GOOD             USGS
 RY0556
 RY0556                          STATION DESCRIPTION
 RY0556
 RY0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RY0556'27.3 MI S FROM AVERY.
 RY0556'ABOUT 27.3 MILES SOUTH ALONG THE JUG CAMP ROAD FROM THE CHICAGO,
 RY0556'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT AVERY, SHOSHONE
 RY0556'COUNTY, ABOUT 1.4 MILES SOUTH OF THE JUNCTION OF THE GOAT MOUNTAIN
 RY0556'ROAD, ABOUT 0.2 MILE NORTHWEST OF THE GOAT MOUNTAIN LOOKOUT TOWER,
 RY0556'ABOUT 80 FEET NORTH OF THE JUNCTION OF THE STOCKING MEADOWS TRAIL, 19
 RY0556'FEET EAST OF THE CENTER LINE OF THE GOAT MOUNTAIN ROAD, AND ABOUT 4
 RY0556'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED L 157 1935 AND
 RY0556'SET IN THE TOP OF A CONCRETE POST.
 RY0556
 RY0556                          STATION RECOVERY (1980)
 RY0556
 RY0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RY0556'ABOUT 27.3 MI S. ALONG THE JUG CAMP ROAD THE CHICAGO, MILWAUKEE, ST.
 RY0556'PAUL AND PACIFIC RAILROAD STATION AT AVERY, SHOSHONE COUNTY, ABOUT
 RY0556'1.4 MI S. OF THE JUNCTION OF THE GOAT MOUNTAIN ROAD, ABOUT 0.1 MI
 RY0556'WNW. OF THE SE. COR OF S 8/ 42 N/R 5 E, ABOUT 75 FT E. OF A ROAD
 RY0556'JUNCTION, 19 FT E. OF THE CENTER LINE OF THE GOAT MOUNTAIN RAOD, AND
 RY0556'ABOUT 5 FT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0328 ***********************************************************************
 QA0328  DESIGNATION -  L 158
 QA0328  PID         -  QA0328
 QA0328  STATE/COUNTY-  ID/BOISE
 QA0328  USGS QUAD   -  JACKSON PEAK (1972)
 QA0328
 QA0328                         *CURRENT SURVEY CONTROL
 QA0328  ___________________________________________________________________
 QA0328* NAD 83(1986)-  44 05 50.     (N)    115 28 14.     (W)     SCALED    
 QA0328* NAVD 88     -      1275.762  (meters)    4185.56   (feet)  ADJUSTED  
 QA0328  ___________________________________________________________________
 QA0328  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 QA0328  DYNAMIC HT  -        1275.054 (meters)    4183.24  (feet)  COMP
 QA0328  MODELED GRAV-     980,021.7   (mgal)                       NAVD 88
 QA0328
 QA0328  VERT ORDER  -  SECOND    CLASS 0
 QA0328
 QA0328.The horizontal coordinates were scaled from a topographic map and have
 QA0328.an estimated accuracy of +/- 6 seconds.
 QA0328
 QA0328.The orthometric height was determined by differential leveling
 QA0328.and adjusted by the National Geodetic Survey in June 1991..
 QA0328
 QA0328.The geoid height was determined by GEOID03.
 QA0328
 QA0328.The dynamic height is computed by dividing the NAVD 88
 QA0328.geopotential number by the normal gravity value computed on the
 QA0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0328.degrees latitude (g = 980.6199 gals.).
 QA0328
 QA0328.The modeled gravity was interpolated from observed gravity values.
 QA0328
 QA0328;                    North         East    Units  Estimated Accuracy
 QA0328;SPC ID W     -   270,030.      822,380.      MT  (+/- 180 meters Scaled)
 QA0328
 QA0328                          SUPERSEDED SURVEY CONTROL
 QA0328
 QA0328  NGVD 29 (??/??/92) 1274.515  (m)         4181.47   (f) ADJ UNCH    2 0
 QA0328
 QA0328.Superseded values are not recommended for survey control.
 QA0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0328.See file dsdata.txt to determine how the superseded data were derived.
 QA0328
 QA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ224838(NAD 83)
 QA0328_MARKER: DB = BENCH MARK DISK
 QA0328_SETTING: 66 = SET IN ROCK OUTCROP
 QA0328_SP_SET: GRANITE OUTCROP
 QA0328_STAMPING: L 158 1935
 QA0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0328+STABILITY: POSITION/ELEVATION WELL
 QA0328
 QA0328  HISTORY     - Date     Condition        Report By
 QA0328  HISTORY     - 1935     MONUMENTED       CGS
 QA0328  HISTORY     - 1960     GOOD             NGS
 QA0328  HISTORY     - 1972     GOOD             USGS
 QA0328
 QA0328                          STATION DESCRIPTION
 QA0328
 QA0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0328'8.6 MI SW FROM WARM SPRINGS GUARD STATION.
 QA0328'8.6 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE WARM SPRINGS GUARD
 QA0328'STATION, 9.6 MILES EAST OF LOWMAN, 0.05 MILE NORTHEAST OF THE JUNCTION
 QA0328'OF THE ENTRANCE ROAD TO HELENDE CAMPGROUND, IN TOP OF AN 8-BY 12-FOOT
 QA0328'GRANITE BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 195 FEET
 QA0328'EAST OF THE CENTER LINE OF THE HIGHWAY, 92 FEET SOUTHWEST OF A LARGE
 QA0328'GRANITE OUTCROP WHICH PROJECTS ABOUT 20 FEET ABOVE THE GROUND, 78 FEET
 QA0328'EAST OF THE CENTER LINE OF A FORMER ALIGNMENT OF THE HIGHWAY, 14 FEET
 QA0328'SOUTHEAST OF A 14-INCH PINE TREE BEARING A TRIANGULAR BLAZE, AND ABOUT
 QA0328'3 FEET LOWER THAN THE HIGHWAY.
 QA0328
 QA0328                          STATION RECOVERY (1972)
 QA0328
 QA0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0308 ***********************************************************************
 RA0308  DESIGNATION -  L 159
 RA0308  PID         -  RA0308
 RA0308  STATE/COUNTY-  ID/ADAMS
 RA0308  USGS QUAD   -  WHITE MONUMENT (1990)
 RA0308
 RA0308                         *CURRENT SURVEY CONTROL
 RA0308  ___________________________________________________________________
 RA0308* NAD 83(1992)-  45 07 44.28616(N)    116 44 28.50197(W)     ADJUSTED  
 RA0308* NAVD 88     -       509.064  (meters)    1670.15   (feet)  ADJUSTED  
 RA0308  ___________________________________________________________________
 RA0308  LAPLACE CORR-           7.82  (seconds)                    DEFLEC99
 RA0308  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 RA0308  DYNAMIC HT  -         508.904 (meters)    1669.63  (feet)  COMP
 RA0308  MODELED GRAV-     980,289.1   (mgal)                       NAVD 88
 RA0308
 RA0308  HORZ ORDER  -  SECOND
 RA0308  VERT ORDER  -  SECOND    CLASS 0
 RA0308
 RA0308.The horizontal coordinates were established by classical geodetic methods
 RA0308.and adjusted by the National Geodetic Survey in July 1992..
 RA0308
 RA0308.The orthometric height was determined by differential leveling
 RA0308.and adjusted by the National Geodetic Survey in June 1991..
 RA0308
 RA0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0308
 RA0308.The geoid height was determined by GEOID03.
 RA0308
 RA0308.The dynamic height is computed by dividing the NAVD 88
 RA0308.geopotential number by the normal gravity value computed on the
 RA0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0308.degrees latitude (g = 980.6199 gals.).
 RA0308
 RA0308.The modeled gravity was interpolated from observed gravity values.
 RA0308
 RA0308;                    North         East     Units Scale Factor Converg.
 RA0308;SPC ID W     -   385,115.903   722,023.775   MT  1.00000807   -0 42 09.1
 RA0308;SPC OR N     -   169,369.453 2,795,562.135   MT  0.99989482   +2 39 56.3
 RA0308;SPC OR N     -   555,674.06  9,171,791.78   iFT  0.99989482   +2 39 56.3
 RA0308;UTM  11      - 4,997,309.876   520,347.613   MT  0.99960509   +0 11 00.2
 RA0308
 RA0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0308!SPC ID W     -   0.99992264  x   1.00000807  =   0.99993071
 RA0308!SPC OR N     -   0.99992264  x   0.99989482  =   0.99981747
 RA0308!UTM  11      -   0.99992264  x   0.99960509  =   0.99952776
 RA0308
 RA0308:                Primary Azimuth Mark                     Grid Az
 RA0308:SPC ID W     -  ALLISON                                  215 34 18.1
 RA0308:SPC OR N     -  ALLISON                                  212 12 12.7
 RA0308:UTM  11      -  ALLISON                                  214 41 08.8
 RA0308
 RA0308|---------------------------------------------------------------------|
 RA0308| PID    Reference Object                     Distance      Geod. Az  |
 RA0308|                                                           dddmmss.s |
 RA0308| RA0305 ALLISON                             APPROX. 1.0 KM 2145209.0 |
 RA0308|---------------------------------------------------------------------|
 RA0308
 RA0308                          SUPERSEDED SURVEY CONTROL
 RA0308
 RA0308  NAD 83(1991)-  45 07 44.28612(N)    116 44 28.50232(W) AD(       ) 2
 RA0308  NAD 83(1986)-  45 07 44.28690(N)    116 44 28.50148(W) AD(       ) 2
 RA0308  NAD 27      -  45 07 44.71899(N)    116 44 24.97314(W) AD(       ) 2
 RA0308  NGVD 29 (??/??/92)  507.985  (m)         1666.61   (f) ADJ UNCH    2 0
 RA0308
 RA0308.Superseded values are not recommended for survey control.
 RA0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0308.See file dsdata.txt to determine how the superseded data were derived.
 RA0308
 RA0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK2034897310(NAD 83)
 RA0308_MARKER: DD = SURVEY DISK
 RA0308_SETTING: 66 = SET IN ROCK OUTCROP
 RA0308_SP_SET: ROCK OUTCROP
 RA0308_STAMPING: L 159 1941
 RA0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0308+STABILITY: POSITION/ELEVATION WELL
 RA0308
 RA0308  HISTORY     - Date     Condition        Report By
 RA0308  HISTORY     - 1945     MONUMENTED       CGS
 RA0308  HISTORY     - 1946     GOOD             NGS
 RA0308  HISTORY     - 1966     GOOD             NGS
 RA0308
 RA0308                          STATION DESCRIPTION
 RA0308
 RA0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JTJ)
 RA0308'THE STATION IS LOCATED ABOUT 8 MILES NNE OF HOMESTEAD, 1/2 MILE
 RA0308'S OF THE RED LEDGE MINE HEADQUARTERS, 0.2 MILE N OF ALLISON CREEK,
 RA0308'AND 0.1 MILE E OF THE SNAKE RIVER.  IT IS 20 FEET W OF THE CENTER
 RA0308'LINE OF THE ROAD, 6 FEET S OF A FENCE CORNER, AND 2 FEET E OF A
 RA0308'FENCE.
 RA0308'
 RA0308'THE STATION IS MARKED BY A U.S. ARMY ENGINEERS BRONZE BENCHMARK
 RA0308'DISK SET IN A DRILL HOLE IN A 5- BY 8-FOOT BOULDER PROJECTING 2
 RA0308'FEET ABOVE THE GROUND.  IT IS STAMPED L 159 1941.
 RA0308'
 RA0308'THIS STATION IS THE AZIMUTH MARK FOR STATION ALLISON.
 RA0308'
 RA0308'THERE ARE NO REFERENCE MARKS.
 RA0308'
 RA0308'THE STATION IS REACHED FROM HOMESTEAD BY GOING N ON THE SNAKE
 RA0308'RIVER ROAD FOR 2.1 MILES TO THE SNAKE RIVER BRIDGE.  CROSS BRIDGE
 RA0308'AND GO 0.1 MILE TO ROAD FORKS.  TAKE LEFT FORK AND PARALLEL THE
 RA0308'RIVER FOR 6.4 MILES TO A BOARD GATE.  GO THROUGH GATE AND CONTINUE
 RA0308'ON THE ROAD FOR 0.25 MILE TO STATION ALLISON ON THE LEFT SIDE OF
 RA0308'THE ROAD.  CONTINUE ON THE ROAD FOR 0.7 MILE TO THE STATION ON
 RA0308'THE LEFT SIDE OF THE ROAD.
 RA0308
 RA0308                          STATION RECOVERY (1946)
 RA0308
 RA0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 RA0308'9.4 MI NE FROM HOMESTEAD, OR.
 RA0308'TO REACH FROM THE POST OFFICE AT HOMESTEAD, PROCEED 2.2 MILES
 RA0308'NORTHEAST ALONG THE HOMESTEAD-CUPRUM ROAD TO THE JUNCTION OF THE RED
 RA0308'LEDGE MINE ROAD, THENCE 7.2 MILES NORTHEAST ALONG THE RED LEDGE MINE
 RA0308'ROAD, BENCH MARK IS AT THE NORTH END OF A SHORT FILL, 0.15 MILE SOUTH
 RA0308'OF THE MAIN ENTRANCE TO A GROUP OF RANCH BUILDINGS, 0.1 MILE NORTH OF
 RA0308'THE CROSSING OF A SMALL STREAM, 127.0 FEET NORTH OF THE NORTH POST OF
 RA0308'A WIRE GATE WHICH IS IN THE WEST RIGHT-OF-WAY FENCE, 21.0 FEET WEST OF
 RA0308'CENTER OF THE ROAD, 6.0 FEET SOUTH OF A T FENCE CORNER POST, 1.5 FEET
 RA0308'EAST OF THE WEST RIGHT-OF-WAY FENCE, U.S. ARMY ENGINEERS BRONZE DISK
 RA0308'SET IN TOP OF AND 1.3 FEET WEST OF THE EAST EDGE OF A LARGE ROCK
 RA0308'OUTCROP, ABOUT 1 1/2 FEET ABOVE THE ROAD.
 RA0308
 RA0308                          STATION RECOVERY (1966)
 RA0308
 RA0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RA0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0151 ***********************************************************************
 OH0151  DESIGNATION -  L 159
 OH0151  PID         -  OH0151
 OH0151  STATE/COUNTY-  ID/ADA
 OH0151  USGS QUAD   -  PEARL (1985)
 OH0151
 OH0151                         *CURRENT SURVEY CONTROL
 OH0151  ___________________________________________________________________
 OH0151* NAD 83(1986)-  43 45 31.     (N)    116 16 35.     (W)     SCALED    
 OH0151* NAVD 88     -       901.092  (meters)    2956.33   (feet)  ADJUSTED  
 OH0151  ___________________________________________________________________
 OH0151  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 OH0151  DYNAMIC HT  -         900.746 (meters)    2955.20  (feet)  COMP
 OH0151  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 OH0151
 OH0151  VERT ORDER  -  SECOND    CLASS 0
 OH0151
 OH0151.The horizontal coordinates were scaled from a topographic map and have
 OH0151.an estimated accuracy of +/- 6 seconds.
 OH0151
 OH0151.The orthometric height was determined by differential leveling
 OH0151.and adjusted by the National Geodetic Survey in June 1991..
 OH0151
 OH0151.The geoid height was determined by GEOID03.
 OH0151
 OH0151.The dynamic height is computed by dividing the NAVD 88
 OH0151.geopotential number by the normal gravity value computed on the
 OH0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0151.degrees latitude (g = 980.6199 gals.).
 OH0151
 OH0151.The modeled gravity was interpolated from observed gravity values.
 OH0151
 OH0151;                    North         East    Units  Estimated Accuracy
 OH0151;SPC ID W     -   232,510.      757,610.      MT  (+/- 180 meters Scaled)
 OH0151
 OH0151                          SUPERSEDED SURVEY CONTROL
 OH0151
 OH0151  NGVD 29 (??/??/92)  900.124  (m)         2953.16   (f) ADJ UNCH    2 0
 OH0151
 OH0151.Superseded values are not recommended for survey control.
 OH0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0151.See file dsdata.txt to determine how the superseded data were derived.
 OH0151
 OH0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ582453(NAD 83)
 OH0151_MARKER: DB = BENCH MARK DISK
 OH0151_SETTING: 66 = SET IN ROCK OUTCROP
 OH0151_SP_SET: ROCK OUTCROP
 OH0151_STAMPING: L 159 1935
 OH0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OH0151+STABILITY: POSITION/ELEVATION WELL
 OH0151
 OH0151  HISTORY     - Date     Condition        Report By
 OH0151  HISTORY     - 1935     MONUMENTED       CGS
 OH0151  HISTORY     - 1937     GOOD             NGS
 OH0151  HISTORY     - 1962     GOOD             NGS
 OH0151
 OH0151                          STATION DESCRIPTION
 OH0151
 OH0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OH0151'13.7 MI NW FROM BOISE.
 OH0151'13.7 MILES NORTHWEST ALONG STATE HIGHWAYS 44 AND 15 FROM THE POST
 OH0151'OFFICE AT BOISE, 100 YARDS SOUTHWEST OF A CURVE LEADING FROM SOUTHWEST
 OH0151'TO NORTHWEST, AT THE NORTHEAST END OF A REVERSE CURVE LEADING
 OH0151'NORTHEAST, AT THE BASE OF THE EAST SLOPE OF A HILL, 20 FEET WEST OF
 OH0151'THE NORTHWEST END OF A CONCRETE PIPE CULVERT, 37 FEET NORTHWEST OF THE
 OH0151'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 5
 OH0151'FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED L 159 1935.
 OH0151
 OH0151                          STATION RECOVERY (1962)
 OH0151
 OH0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 OH0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0007 ***********************************************************************
 QA0007  DESIGNATION -  L 16
 QA0007  PID         -  QA0007
 QA0007  STATE/COUNTY-  ID/CUSTER
 QA0007  USGS QUAD   -  CHALLIS (1989)
 QA0007
 QA0007                         *CURRENT SURVEY CONTROL
 QA0007  ___________________________________________________________________
 QA0007* NAD 83(1986)-  44 34 50.     (N)    114 11 34.     (W)     SCALED    
 QA0007* NAVD 88     -      1476.815  (meters)    4845.18   (feet)  ADJUSTED  
 QA0007  ___________________________________________________________________
 QA0007  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 QA0007  DYNAMIC HT  -        1476.085 (meters)    4842.79  (feet)  COMP
 QA0007  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 QA0007
 QA0007  VERT ORDER  -  FIRST     CLASS II
 QA0007
 QA0007.The horizontal coordinates were scaled from a topographic map and have
 QA0007.an estimated accuracy of +/- 6 seconds.
 QA0007
 QA0007.The orthometric height was determined by differential leveling
 QA0007.and adjusted by the National Geodetic Survey in June 1991..
 QA0007
 QA0007.The geoid height was determined by GEOID03.
 QA0007
 QA0007.The dynamic height is computed by dividing the NAVD 88
 QA0007.geopotential number by the normal gravity value computed on the
 QA0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0007.degrees latitude (g = 980.6199 gals.).
 QA0007
 QA0007.The modeled gravity was interpolated from observed gravity values.
 QA0007
 QA0007;                    North         East    Units  Estimated Accuracy
 QA0007;SPC ID C     -   323,720.      484,690.      MT  (+/- 180 meters Scaled)
 QA0007
 QA0007                          SUPERSEDED SURVEY CONTROL
 QA0007
 QA0007  NGVD 29 (??/??/92) 1475.607  (m)         4841.22   (f) ADJ UNCH    1 2
 QA0007
 QA0007.Superseded values are not recommended for survey control.
 QA0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0007.See file dsdata.txt to determine how the superseded data were derived.
 QA0007
 QA0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK228401(NAD 83)
 QA0007_MARKER: DB = BENCH MARK DISK
 QA0007_SETTING: 66 = SET IN ROCK OUTCROP
 QA0007_SP_SET: PROMINENT ROCK
 QA0007_STAMPING: 4841.286 L 16 1933
 QA0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0007+STABILITY: POSITION/ELEVATION WELL
 QA0007
 QA0007  HISTORY     - Date     Condition        Report By
 QA0007  HISTORY     - 1933     MONUMENTED       CGS
 QA0007
 QA0007                          STATION DESCRIPTION
 QA0007
 QA0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 QA0007'6.4 MI N FROM CHALLIS.
 QA0007'6.4 MILES NORTH ALONG U.S. HIGHWAY 93 FROM CHALLIS, CUSTER COUNTY, 2.0
 QA0007'MILES NORTH OF PHILLIPS PLACE, ON THE WEST BANK OF SALMON RIVER, 400
 QA0007'FEET NORTH OF A TURN IN THE RIVER, 400 FEET SOUTH OF A CABLE RIVER
 QA0007'CROSSING, 55 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST
 QA0007'OF A FENCE, IN THE TOP OF THE SOUTHWEST CORNER OF A PROMINENT ROCK
 QA0007'POINT MARKED BY THE PAINTED LETTERS BM AND A ROCK CAIRN, AND 5 FEET
 QA0007'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 4841.286 L 16 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0576 ***********************************************************************
 NU0576  DESIGNATION -  L 160
 NU0576  PID         -  NU0576
 NU0576  STATE/COUNTY-  ID/POWER
 NU0576  USGS QUAD   -  WHEATGRASS BENCH (1971)
 NU0576
 NU0576                         *CURRENT SURVEY CONTROL
 NU0576  ___________________________________________________________________
 NU0576* NAD 83(1992)-  42 51 42.59829(N)    112 43 04.97917(W)     ADJUSTED  
 NU0576* NAVD 88     -      1346.427  (meters)    4417.40   (feet)  ADJUSTED  
 NU0576  ___________________________________________________________________
 NU0576  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 NU0576  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 NU0576  DYNAMIC HT  -        1345.660 (meters)    4414.89  (feet)  COMP
 NU0576  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 NU0576
 NU0576  HORZ ORDER  -  SECOND
 NU0576  VERT ORDER  -  FIRST     CLASS II
 NU0576
 NU0576.The horizontal coordinates were established by classical geodetic methods
 NU0576.and adjusted by the National Geodetic Survey in July 1992..
 NU0576
 NU0576.The orthometric height was determined by differential leveling
 NU0576.and adjusted by the National Geodetic Survey in June 1991..
 NU0576.WARNING-Repeat measurements at this control monument indicate possible
 NU0576.vertical movement.
 NU0576
 NU0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 NU0576
 NU0576.The geoid height was determined by GEOID03.
 NU0576
 NU0576.The dynamic height is computed by dividing the NAVD 88
 NU0576.geopotential number by the normal gravity value computed on the
 NU0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0576.degrees latitude (g = 980.6199 gals.).
 NU0576
 NU0576.The modeled gravity was interpolated from observed gravity values.
 NU0576
 NU0576;                    North         East     Units Scale Factor Converg.
 NU0576;SPC ID E     -   132,897.670   154,941.398   MT  0.99997234   -0 22 30.3
 NU0576;UTM  12      - 4,746,903.357   359,649.628   MT  0.99984234   -1 10 07.9
 NU0576
 NU0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NU0576!SPC ID E     -   0.99979097  x   0.99997234  =   0.99976332
 NU0576!UTM  12      -   0.99979097  x   0.99984234  =   0.99963335
 NU0576
 NU0576                          SUPERSEDED SURVEY CONTROL
 NU0576
 NU0576  NAD 83(1986)-  42 51 42.59320(N)    112 43 04.96657(W) AD(       ) 2
 NU0576  NAD 27      -  42 51 42.91200(N)    112 43 02.00100(W) AD(       ) 2
 NU0576  NGVD 29 (??/??/92) 1345.390  (m)         4414.00   (f) ADJ UNCH    1 2
 NU0576
 NU0576.Superseded values are not recommended for survey control.
 NU0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0576.See file dsdata.txt to determine how the superseded data were derived.
 NU0576
 NU0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN5965046903(NAD 83)
 NU0576_MARKER: DB = BENCH MARK DISK
 NU0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0576_STAMPING: L 160 1941
 NU0576_MARK LOGO: CGS   
 NU0576_PROJECTION: PROJECTING 20 CENTIMETERS
 NU0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0576+STABILITY: SURFACE MOTION
 NU0576
 NU0576  HISTORY     - Date     Condition        Report By
 NU0576  HISTORY     - 1960     MONUMENTED       CGS
 NU0576  HISTORY     - 1970     GOOD             NGS
 NU0576  HISTORY     - 1970     GOOD             NGS
 NU0576  HISTORY     - 1983     GOOD             NGS
 NU0576
 NU0576                          STATION DESCRIPTION
 NU0576
 NU0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 NU0576'THE STATION IS 3.3 MILES SOUTHWEST ALONG THE INTERSTATE ROUTE
 NU0576'15 W FROM THE RAILROAD SIDING AT SCHILLER, 5 FEET SOUTH OF THE
 NU0576'NORTH RAILROAD RIGHT-OF-WAY FENCE AND 3 FEET EAST-NORTHEAST OF
 NU0576'A WHITE WOODEN WITNESS POST.
 NU0576'
 NU0576'THE STATION MARK, STAMPED L 160 1941, IS A STANDARD BENCH MARK
 NU0576'DISK SET IN AN 8-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 NU0576
 NU0576                          STATION RECOVERY (1970)
 NU0576
 NU0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NU0576'3.1 MILES WEST OF THE SCHILLER RAILROAD SIDING, 0.2 MILE WEST
 NU0576'OF RAILROAD MILE POST NO. 230, 120 FEET SOUTH OF THE CENTER OF
 NU0576'U.S. HIGHWAY 30N, 29 FEET NORTH OF THE NEAREST RAIL OF THE
 NU0576'RAILROAD TRACKS, 20 FEET EAST OF A TELEPHONE POLE, 4 FEET
 NU0576'SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND 0.5 FOOT EAST OF A
 NU0576'METAL WITNESS POST SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT
 NU0576'PROJECTS 10 INCHES.
 NU0576
 NU0576                          STATION RECOVERY (1970)
 NU0576
 NU0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NU0576'9 MI E FROM AMERICAN FALLS.
 NU0576'3.1 MILES WEST OF THE SCHILLER RAILROAD SIDING, 0.2 MILE WEST OF
 NU0576'RAILROAD MILE POST NO. 230, 120 FEET SOUTH OF THE CENTER OF U.S.
 NU0576'HIGHWAY 30N, 29 FEET NORTH OF THE NEAREST RAIL OF THE RAILROAD TRACKS,
 NU0576'20 FEET EAST OF A TELEPHONE POLE, 4 FEET SOUTH OF THE RIGHT-OF-WAY
 NU0576'FENCE LINE, AND 0.5 FOOT EAST OF A METAL WITNESS POST SET IN A 6-INCH
 NU0576'SQUARE CONCRETE MONUMENT THAT PROJECTS 10 INCHES.
 NU0576
 NU0576                          STATION RECOVERY (1983)
 NU0576
 NU0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU0576'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  23.6 KM
 NU0576'(14.75 MI) NORTHWEST ALONG THE UNION PACIFIC RAILROAD STATION AT
 NU0576'POCATELLO, 0.36 KM (0.22 MI) NORTHEAST OF MILEPOLE 230, 8.8 METERS
 NU0576'(29 FT) NORTHWEST OF THE NORTHWEST RAIL, 36.5 METERS (120 FT)
 NU0576'SOUTHEAST OF THE EAST BOUND HIGHWAY CENTERLINE OF INTERSTATE 86, 6.1
 NU0576'METERS (20 FT) NORTHEAST OF THE NINTH TELEPHONE POLE NORTHEAST OF THE
 NU0576'MILEPOLE AND 1.2 METERS (4 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 NU0576'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 NU0576'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0726 ***********************************************************************
 OZ0726  DESIGNATION -  L 161
 OZ0726  PID         -  OZ0726
 OZ0726  STATE/COUNTY-  ID/BOISE
 OZ0726  USGS QUAD   -  GRAPE MTN (1973)
 OZ0726
 OZ0726                         *CURRENT SURVEY CONTROL
 OZ0726  ___________________________________________________________________
 OZ0726* NAD 83(1986)-  43 37 25.     (N)    115 48 41.     (W)     SCALED    
 OZ0726* NAVD 88     -      1004.544  (meters)    3295.74   (feet)  ADJUSTED  
 OZ0726  ___________________________________________________________________
 OZ0726  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 OZ0726  DYNAMIC HT  -        1004.044 (meters)    3294.10  (feet)  COMP
 OZ0726  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 OZ0726
 OZ0726  VERT ORDER  -  SECOND    CLASS 0
 OZ0726
 OZ0726.The horizontal coordinates were scaled from a topographic map and have
 OZ0726.an estimated accuracy of +/- 6 seconds.
 OZ0726
 OZ0726.The orthometric height was determined by differential leveling
 OZ0726.and adjusted by the National Geodetic Survey in June 1991..
 OZ0726
 OZ0726.The geoid height was determined by GEOID03.
 OZ0726
 OZ0726.The dynamic height is computed by dividing the NAVD 88
 OZ0726.geopotential number by the normal gravity value computed on the
 OZ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0726.degrees latitude (g = 980.6199 gals.).
 OZ0726
 OZ0726.The modeled gravity was interpolated from observed gravity values.
 OZ0726
 OZ0726;                    North         East    Units  Estimated Accuracy
 OZ0726;SPC ID W     -   217,380.      795,050.      MT  (+/- 180 meters Scaled)
 OZ0726
 OZ0726                          SUPERSEDED SURVEY CONTROL
 OZ0726
 OZ0726  NGVD 29 (??/??/92) 1003.452  (m)         3292.16   (f) ADJ UNCH    2 0
 OZ0726
 OZ0726.Superseded values are not recommended for survey control.
 OZ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0726.See file dsdata.txt to determine how the superseded data were derived.
 OZ0726
 OZ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ958307(NAD 83)
 OZ0726_MARKER: DB = BENCH MARK DISK
 OZ0726_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0726_SP_SET: ROCK OUTCROP
 OZ0726_STAMPING: L 161 1935
 OZ0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0726+STABILITY: POSITION/ELEVATION WELL
 OZ0726
 OZ0726  HISTORY     - Date     Condition        Report By
 OZ0726  HISTORY     - 1935     MONUMENTED       CGS
 OZ0726  HISTORY     - 1969     MARK NOT FOUND   USGS
 OZ0726
 OZ0726                          STATION DESCRIPTION
 OZ0726
 OZ0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0726'2.1 MI SE FROM COTTONWOOD RANGER STATION.
 OZ0726'ABOUT 2.1 MILES SOUTHEAST ALONG THE GULCH RANGER STATION ROAD FROM
 OZ0726'COTTONWOOD RANGER STATION, BOISE COUNTY, ABOUT 500 FEET NORTH OF THE
 OZ0726'ROAD CUT THROUGH THE POINT OF A HILL, OPPOSITE A CURVE, 26.5 FEET
 OZ0726'NORTHEAST OF THE FOOT OF A ROCKY POINT, 20 FEET NORTHWEST OF THE
 OZ0726'CENTER LINE OF THE ROAD, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD
 OZ0726'DISK, STAMPED L 161 1935.
 OZ0726
 OZ0726                          STATION RECOVERY (1969)
 OZ0726
 OZ0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OZ0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0707 ***********************************************************************
 OZ0707  DESIGNATION -  L 162
 OZ0707  PID         -  OZ0707
 OZ0707  STATE/COUNTY-  ID/ELMORE
 OZ0707  USGS QUAD   -  PRAIRIE (1964)
 OZ0707
 OZ0707                         *CURRENT SURVEY CONTROL
 OZ0707  ___________________________________________________________________
 OZ0707* NAD 83(1986)-  43 33 30.     (N)    115 37 29.     (W)     SCALED    
 OZ0707* NAVD 88     -      1394.105  (meters)    4573.83   (feet)  ADJUSTED  
 OZ0707  ___________________________________________________________________
 OZ0707  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 OZ0707  DYNAMIC HT  -        1393.402 (meters)    4571.52  (feet)  COMP
 OZ0707  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 OZ0707
 OZ0707  VERT ORDER  -  SECOND    CLASS 0
 OZ0707
 OZ0707.The horizontal coordinates were scaled from a topographic map and have
 OZ0707.an estimated accuracy of +/- 6 seconds.
 OZ0707
 OZ0707.The orthometric height was determined by differential leveling
 OZ0707.and adjusted by the National Geodetic Survey in June 1991..
 OZ0707
 OZ0707.The geoid height was determined by GEOID03.
 OZ0707
 OZ0707.The dynamic height is computed by dividing the NAVD 88
 OZ0707.geopotential number by the normal gravity value computed on the
 OZ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0707.degrees latitude (g = 980.6199 gals.).
 OZ0707
 OZ0707.The modeled gravity was interpolated from observed gravity values.
 OZ0707
 OZ0707;                    North         East    Units  Estimated Accuracy
 OZ0707;SPC ID W     -   210,130.      810,120.      MT  (+/- 180 meters Scaled)
 OZ0707
 OZ0707                          SUPERSEDED SURVEY CONTROL
 OZ0707
 OZ0707  NGVD 29 (??/??/92) 1393.043  (m)         4570.34   (f) ADJ UNCH    2 0
 OZ0707
 OZ0707.Superseded values are not recommended for survey control.
 OZ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0707.See file dsdata.txt to determine how the superseded data were derived.
 OZ0707
 OZ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ110237(NAD 83)
 OZ0707_MARKER: DB = BENCH MARK DISK
 OZ0707_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0707_SP_SET: ROCK LEDGE
 OZ0707_STAMPING: L 162 1935
 OZ0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0707+STABILITY: POSITION/ELEVATION WELL
 OZ0707
 OZ0707  HISTORY     - Date     Condition        Report By
 OZ0707  HISTORY     - 1935     MONUMENTED       CGS
 OZ0707
 OZ0707                          STATION DESCRIPTION
 OZ0707
 OZ0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0707'2.2 MI E FROM LONG GULCH RANGER STATION.
 OZ0707'ABOUT 2.2 MILES EAST ALONG THE RANGER STATION ROAD FROM LONG GULCH
 OZ0707'RANGER STATION, ELMORE COUNTY, ABOUT 1.0 MILE EAST OF A WOODEN BRIDGE
 OZ0707'OVER TIMBER CREEK, ABOUT 0.2 MILE WEST OF THE MOUTH OF THE NORTH FORK
 OZ0707'OF LONG GULCH, OPPOSITE A CURVE, 17.5 FEET SOUTH OF THE CENTER LINE OF
 OZ0707'THE ROAD, IN THE TOP OF A ROCK LEDGE, AND ABOUT 2 FEET HIGHER THAN THE
 OZ0707'ROAD.  A STANDARD DISK, STAMPED L 162 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0474 ***********************************************************************
 OZ0474  DESIGNATION -  L 163
 OZ0474  PID         -  OZ0474
 OZ0474  STATE/COUNTY-  ID/ELMORE
 OZ0474  USGS QUAD   -  PINE (1973)
 OZ0474
 OZ0474                         *CURRENT SURVEY CONTROL
 OZ0474  ___________________________________________________________________
 OZ0474* NAD 83(1986)-  43 28 16.     (N)    115 21 35.     (W)     SCALED    
 OZ0474* NAVD 88     -      1630.894  (meters)    5350.69   (feet)  ADJUSTED  
 OZ0474  ___________________________________________________________________
 OZ0474  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 OZ0474  DYNAMIC HT  -        1629.944 (meters)    5347.57  (feet)  COMP
 OZ0474  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 OZ0474
 OZ0474  VERT ORDER  -  SECOND    CLASS 0
 OZ0474
 OZ0474.The horizontal coordinates were scaled from a topographic map and have
 OZ0474.an estimated accuracy of +/- 6 seconds.
 OZ0474
 OZ0474.The orthometric height was determined by differential leveling
 OZ0474.and adjusted by the National Geodetic Survey in June 1991..
 OZ0474
 OZ0474.The geoid height was determined by GEOID03.
 OZ0474
 OZ0474.The dynamic height is computed by dividing the NAVD 88
 OZ0474.geopotential number by the normal gravity value computed on the
 OZ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0474.degrees latitude (g = 980.6199 gals.).
 OZ0474
 OZ0474.The modeled gravity was interpolated from observed gravity values.
 OZ0474
 OZ0474;                    North         East    Units  Estimated Accuracy
 OZ0474;SPC ID W     -   200,510.      831,580.      MT  (+/- 180 meters Scaled)
 OZ0474
 OZ0474                          SUPERSEDED SURVEY CONTROL
 OZ0474
 OZ0474  NGVD 29 (??/??/92) 1629.768  (m)         5347.00   (f) ADJ UNCH    2 0
 OZ0474
 OZ0474.Superseded values are not recommended for survey control.
 OZ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0474.See file dsdata.txt to determine how the superseded data were derived.
 OZ0474
 OZ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ326144(NAD 83)
 OZ0474_MARKER: DB = BENCH MARK DISK
 OZ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0474_STAMPING: L 163 1935
 OZ0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0474+STABILITY: SURFACE MOTION
 OZ0474
 OZ0474  HISTORY     - Date     Condition        Report By
 OZ0474  HISTORY     - 1935     MONUMENTED       CGS
 OZ0474
 OZ0474                          STATION DESCRIPTION
 OZ0474
 OZ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 OZ0474'2.0 MI NW FROM LESTER CREEK RANGER STATION.
 OZ0474'ABOUT 2.0 MILES NORTHWEST ALONG THE ICE SPRING ROAD FROM LESTER CREEK
 OZ0474'RANGER STATION, ELMORE COUNTY, ABOUT 65 FEET EAST OF THE MOUTH OF AN
 OZ0474'EAST-AND-WEST GULLEY, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 OZ0474'18-1/2 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED L 163 1935 AND
 OZ0474'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0558 ***********************************************************************
 NU0558  DESIGNATION -  L 164
 NU0558  PID         -  NU0558
 NU0558  STATE/COUNTY-  ID/POWER
 NU0558  USGS QUAD   -  AMERICAN FALLS SW (1971)
 NU0558
 NU0558                         *CURRENT SURVEY CONTROL
 NU0558  ___________________________________________________________________
 NU0558* NAD 83(1986)-  42 45 24.     (N)    112 56 45.     (W)     SCALED    
 NU0558* NAVD 88     -      1356.874  (meters)    4451.68   (feet)  ADJUSTED  
 NU0558  ___________________________________________________________________
 NU0558  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 NU0558  DYNAMIC HT  -        1356.101 (meters)    4449.14  (feet)  COMP
 NU0558  MODELED GRAV-     980,003.5   (mgal)                       NAVD 88
 NU0558
 NU0558  VERT ORDER  -  FIRST     CLASS II
 NU0558
 NU0558.The horizontal coordinates were scaled from a topographic map and have
 NU0558.an estimated accuracy of +/- 6 seconds.
 NU0558
 NU0558.The orthometric height was determined by differential leveling
 NU0558.and adjusted by the National Geodetic Survey in June 1991..
 NU0558
 NU0558.The geoid height was determined by GEOID03.
 NU0558
 NU0558.The dynamic height is computed by dividing the NAVD 88
 NU0558.geopotential number by the normal gravity value computed on the
 NU0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0558.degrees latitude (g = 980.6199 gals.).
 NU0558
 NU0558.The modeled gravity was interpolated from observed gravity values.
 NU0558
 NU0558;                    North         East    Units  Estimated Accuracy
 NU0558;SPC ID E     -   121,360.      136,220.      MT  (+/- 180 meters Scaled)
 NU0558
 NU0558                          SUPERSEDED SURVEY CONTROL
 NU0558
 NU0558  NGVD 29 (??/??/92) 1355.858  (m)         4448.34   (f) ADJ UNCH    1 2
 NU0558
 NU0558.Superseded values are not recommended for survey control.
 NU0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0558.See file dsdata.txt to determine how the superseded data were derived.
 NU0558
 NU0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN407356(NAD 83)
 NU0558_MARKER: DB = BENCH MARK DISK
 NU0558_SETTING: 80 = SET IN A BOULDER
 NU0558_SP_SET: BOULDER
 NU0558_STAMPING: L 164 1941
 NU0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0558+STABILITY: SURFACE MOTION
 NU0558
 NU0558  HISTORY     - Date     Condition        Report By
 NU0558  HISTORY     - 1941     MONUMENTED       CGS
 NU0558  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0558
 NU0558                          STATION DESCRIPTION
 NU0558
 NU0558'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NU0558'5.4 MI W FROM AMERICAN FALLS.
 NU0558'5.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0558'AMERICAN FALLS, 1 POLE EAST OF MILEPOST 244, 46 FEET SOUTH OF THE
 NU0558'CENTERLINE OF THE TRACK, 15 FEET SOUTHWEST OF A POLE, 3 FEET SOUTH OF
 NU0558'A ROW OF POLES, AND IN THE TOP OF A BOULDER.  NOTE-- THIS MARK HAS
 NU0558'BEEN COVERED OR MOVED BY THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0793 ***********************************************************************
 NU0793  DESIGNATION -  L 165
 NU0793  PID         -  NU0793
 NU0793  STATE/COUNTY-  ID/BLAINE
 NU0793  USGS QUAD   -  LAKE WALCOTT WEST (1984)
 NU0793
 NU0793                         *CURRENT SURVEY CONTROL
 NU0793  ___________________________________________________________________
 NU0793* NAD 83(1986)-  42 44 41.     (N)    113 26 36.     (W)     SCALED    
 NU0793* NAVD 88     -      1311.157  (meters)    4301.69   (feet)  ADJUSTED  
 NU0793  ___________________________________________________________________
 NU0793  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 NU0793  DYNAMIC HT  -        1310.416 (meters)    4299.26  (feet)  COMP
 NU0793  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 NU0793
 NU0793  VERT ORDER  -  FIRST     CLASS II
 NU0793
 NU0793.The horizontal coordinates were scaled from a topographic map and have
 NU0793.an estimated accuracy of +/- 6 seconds.
 NU0793
 NU0793.The orthometric height was determined by differential leveling
 NU0793.and adjusted by the National Geodetic Survey in June 1991..
 NU0793
 NU0793.The geoid height was determined by GEOID03.
 NU0793
 NU0793.The dynamic height is computed by dividing the NAVD 88
 NU0793.geopotential number by the normal gravity value computed on the
 NU0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0793.degrees latitude (g = 980.6199 gals.).
 NU0793
 NU0793.The modeled gravity was interpolated from observed gravity values.
 NU0793
 NU0793;                    North         East    Units  Estimated Accuracy
 NU0793;SPC ID C     -   119,890.      545,580.      MT  (+/- 180 meters Scaled)
 NU0793
 NU0793                          SUPERSEDED SURVEY CONTROL
 NU0793
 NU0793  NGVD 29 (??/??/92) 1310.171  (m)         4298.45   (f) ADJ UNCH    1 2
 NU0793
 NU0793.Superseded values are not recommended for survey control.
 NU0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0793.See file dsdata.txt to determine how the superseded data were derived.
 NU0793
 NU0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN000353(NAD 83)
 NU0793_MARKER: DB = BENCH MARK DISK
 NU0793_SETTING: 80 = SET IN A BOULDER
 NU0793_SP_SET: BOULDER
 NU0793_STAMPING: L 165 1941
 NU0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0793+STABILITY: SURFACE MOTION
 NU0793
 NU0793  HISTORY     - Date     Condition        Report By
 NU0793  HISTORY     - 1941     MONUMENTED       CGS
 NU0793  HISTORY     - 1957     GOOD             USGS
 NU0793  HISTORY     - 1980     MARK NOT FOUND   USGS
 NU0793
 NU0793                          STATION DESCRIPTION
 NU0793
 NU0793'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0793'2.5 MI E FROM MINIDOKA.
 NU0793'IN BLAINE COUNTY, 2.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 NU0793'THE STATION AT MINIDOKA, MINIDOKA COUNTY, 3-1/2 POLES WEST OF MILEPOST
 NU0793'270, 42 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 15 FEET NORTH OF A
 NU0793'ROW OF POLES, AND IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED L
 NU0793'165 1941.
 NU0793
 NU0793                          STATION RECOVERY (1980)
 NU0793
 NU0793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NU0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0503 ***********************************************************************
 SU0503  DESIGNATION -  L 166
 SU0503  PID         -  SU0503
 SU0503  STATE/COUNTY-  ID/SHOSHONE
 SU0503  USGS QUAD   -  LOOKOUT PASS (1988)
 SU0503
 SU0503                         *CURRENT SURVEY CONTROL
 SU0503  ___________________________________________________________________
 SU0503* NAD 83(1986)-  47 27 41.     (N)    115 42 06.     (W)     SCALED    
 SU0503* NAVD 88     -      1370.155  (meters)    4495.25   (feet)  ADJUSTED  
 SU0503  ___________________________________________________________________
 SU0503  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 SU0503  DYNAMIC HT  -        1369.967 (meters)    4494.63  (feet)  COMP
 SU0503  MODELED GRAV-     980,427.1   (mgal)                       NAVD 88
 SU0503
 SU0503  VERT ORDER  -  SECOND    CLASS 0
 SU0503
 SU0503.The horizontal coordinates were scaled from a topographic map and have
 SU0503.an estimated accuracy of +/- 6 seconds.
 SU0503
 SU0503.The orthometric height was determined by differential leveling
 SU0503.and adjusted by the National Geodetic Survey in June 1991..
 SU0503
 SU0503.The geoid height was determined by GEOID03.
 SU0503
 SU0503.The dynamic height is computed by dividing the NAVD 88
 SU0503.geopotential number by the normal gravity value computed on the
 SU0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0503.degrees latitude (g = 980.6199 gals.).
 SU0503
 SU0503.The modeled gravity was interpolated from observed gravity values.
 SU0503
 SU0503;                    North         East    Units  Estimated Accuracy
 SU0503;SPC ID W     -   643,890.      803,640.      MT  (+/- 180 meters Scaled)
 SU0503
 SU0503                          SUPERSEDED SURVEY CONTROL
 SU0503
 SU0503  NGVD 29 (??/??/92) 1368.897  (m)         4491.12   (f) ADJ UNCH    2 0
 SU0503
 SU0503.Superseded values are not recommended for survey control.
 SU0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0503.See file dsdata.txt to determine how the superseded data were derived.
 SU0503
 SU0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN978572(NAD 83)
 SU0503_MARKER: DB = BENCH MARK DISK
 SU0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SU0503_SP_SET: CULVERT
 SU0503_STAMPING: L 166 1935
 SU0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SU0503
 SU0503  HISTORY     - Date     Condition        Report By
 SU0503  HISTORY     - 1935     MONUMENTED       CGS
 SU0503  HISTORY     - 1956     MARK NOT FOUND   NGS
 SU0503
 SU0503                          STATION DESCRIPTION
 SU0503
 SU0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SU0503'5.5 MI E FROM MULLAN.
 SU0503'5.5 MILES EAST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SU0503'STATION AT MULLAN, SHOSHONE COUNTY, 0.9 MILE WEST OF A LOOKOUT
 SU0503'STATION, ABOUT 400 FEET NORTHEAST OF A WOODEN TRESTLE, ABOUT 300 FEET
 SU0503'NORTHEAST OF A RIGHT-ANGLE CURVE IN THE HIGHWAY, 16.3 FEET SOUTHEAST
 SU0503'OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE EAST HEADWALL
 SU0503'OF A CONCRETE CULVERT.  A STANDARD DISK, STAMPED L 166 1935. NOTE--
 SU0503'PROBABLY COVERED UP OR DESTROYED DURING WIDENING CONSTRUCTION ON THE
 SU0503'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0179 ***********************************************************************
 SV0179  DESIGNATION -  L 167
 SV0179  PID         -  SV0179
 SV0179  STATE/COUNTY-  ID/SHOSHONE
 SV0179  USGS QUAD   -  KELLOGG EAST (1996)
 SV0179
 SV0179                         *CURRENT SURVEY CONTROL
 SV0179  ___________________________________________________________________
 SV0179* NAD 83(1986)-  47 32 11.     (N)    116 07 16.     (W)     SCALED    
 SV0179* NAVD 88     -       704.817  (meters)    2312.39   (feet)  ADJUSTED  
 SV0179  ___________________________________________________________________
 SV0179  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 SV0179  DYNAMIC HT  -         704.817 (meters)    2312.39  (feet)  COMP
 SV0179  MODELED GRAV-     980,589.7   (mgal)                       NAVD 88
 SV0179
 SV0179  VERT ORDER  -  SECOND    CLASS 0
 SV0179
 SV0179.The horizontal coordinates were scaled from a topographic map and have
 SV0179.an estimated accuracy of +/- 6 seconds.
 SV0179
 SV0179.The orthometric height was determined by differential leveling
 SV0179.and adjusted by the National Geodetic Survey in June 1991..
 SV0179
 SV0179.The geoid height was determined by GEOID03.
 SV0179
 SV0179.The dynamic height is computed by dividing the NAVD 88
 SV0179.geopotential number by the normal gravity value computed on the
 SV0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0179.degrees latitude (g = 980.6199 gals.).
 SV0179
 SV0179.The modeled gravity was interpolated from observed gravity values.
 SV0179
 SV0179;                    North         East    Units  Estimated Accuracy
 SV0179;SPC ID W     -   652,290.      772,060.      MT  (+/- 180 meters Scaled)
 SV0179
 SV0179                          SUPERSEDED SURVEY CONTROL
 SV0179
 SV0179  NGVD 29 (??/??/92)  703.711  (m)         2308.76   (f) ADJ UNCH    2 0
 SV0179
 SV0179.Superseded values are not recommended for survey control.
 SV0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0179.See file dsdata.txt to determine how the superseded data were derived.
 SV0179
 SV0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN661651(NAD 83)
 SV0179_MARKER: DB = BENCH MARK DISK
 SV0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SV0179_SP_SET: ABUTMENT
 SV0179_STAMPING: L 167 1935
 SV0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV0179
 SV0179  HISTORY     - Date     Condition        Report By
 SV0179  HISTORY     - 1935     MONUMENTED       CGS
 SV0179  HISTORY     - 1944     GOOD             NGS
 SV0179  HISTORY     - 1983     GOOD             NGS
 SV0179
 SV0179                          STATION DESCRIPTION
 SV0179
 SV0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0179'IN KELLOGG.
 SV0179'AT KELLOGG, SHOSHONE COUNTY, ON U.S. HIGHWAY 10, ABOUT 250 FEET
 SV0179'NORTHWEST OF THE OLD OREGON-WASHINGTON RAILROAD AND NAVIGATION CO.
 SV0179'RAILROAD STATION, ABOUT 200 FEET NORTH OF THE CENTER OF A CROSSING, 21
 SV0179'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A BRIDGE OVER COEUR
 SV0179'DALENE RIVER, IN THE TOP OF THE EAST WING OF THE SOUTH ABUTMENT, AND
 SV0179'1.3 FEET SOUTHEAST OF THE SOUTH END OF THE EAST CONCRETE BANISTER.  A
 SV0179'STANDARD DISK, STAMPED L 167 1935.
 SV0179
 SV0179                          STATION RECOVERY (1983)
 SV0179
 SV0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SV0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1152 ***********************************************************************
 SV1152  DESIGNATION -  L 167 RESET
 SV1152  PID         -  SV1152
 SV1152  STATE/COUNTY-  ID/SHOSHONE
 SV1152  USGS QUAD   -  KELLOGG EAST (1996)
 SV1152
 SV1152                         *CURRENT SURVEY CONTROL
 SV1152  ___________________________________________________________________
 SV1152* NAD 83(1986)-  47 32 13.     (N)    116 07 13.     (W)     SCALED    
 SV1152* NAVD 88     -       704.02   (meters)    2309.8    (feet)  RESET     
 SV1152  ___________________________________________________________________
 SV1152  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 SV1152
 SV1152  VERT ORDER  -  THIRD
 SV1152
 SV1152.The horizontal coordinates were scaled from a topographic map and have
 SV1152.an estimated accuracy of +/- 6 seconds.
 SV1152
 SV1152.The orthometric height was computed from unverified reset data.
 SV1152.No vertical observational check was made to the station.
 SV1152
 SV1152.The geoid height was determined by GEOID03.
 SV1152
 SV1152;                    North         East    Units  Estimated Accuracy
 SV1152;SPC ID W     -   652,350.      772,120.      MT  (+/- 180 meters Scaled)
 SV1152
 SV1152                          SUPERSEDED SURVEY CONTROL
 SV1152
 SV1152  NGVD 29 (03/27/06)  702.91   (m)         2306.1    (f) RESET       3  
 SV1152
 SV1152.Superseded values are not recommended for survey control.
 SV1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV1152.See file dsdata.txt to determine how the superseded data were derived.
 SV1152
 SV1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN662652(NAD 83)
 SV1152_MARKER: DB = BENCH MARK DISK
 SV1152_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SV1152+WITH SETTING: PAVEMENT
 SV1152_SP_SET: SIGN FOOTING
 SV1152_STAMPING: L 167 RESET 1983
 SV1152_MARK LOGO: NGS   
 SV1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV1152+STABILITY: SURFACE MOTION
 SV1152
 SV1152  HISTORY     - Date     Condition        Report By
 SV1152  HISTORY     - 1983     MONUMENTED       NGS
 SV1152  HISTORY     - 1983     GOOD             NGS
 SV1152
 SV1152                          STATION DESCRIPTION
 SV1152
 SV1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 SV1152'IN KELLOGG.
 SV1152'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 SV1152'IN KELLOGG, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND DIVISION
 SV1152'ST AT THE SOUTHWEST ANGLE OF THE INTERSECTION, 12.8 M (42.0 FT) WEST
 SV1152'OF THE CENTER OF DIVISION STREET AND 6.4 M (21.0 FT) NORTH OF THE
 SV1152'CENTER OF THE EXIT LANE AT THE INTERSECTION IN THE CENTER OF THE
 SV1152'FOOTING FOR THE OVERHEAD SIGN AND DIRECTLY UNDER A SIGN DO NOT ENTER.
 SV1152'THE MARK IS ABOVE LEVEL WITH ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1128 ***********************************************************************
 NU1128  DESIGNATION -  L 168
 NU1128  PID         -  NU1128
 NU1128  STATE/COUNTY-  ID/LINCOLN
 NU1128  USGS QUAD   -  KIMAMA (1972)
 NU1128
 NU1128                         *CURRENT SURVEY CONTROL
 NU1128  ___________________________________________________________________
 NU1128* NAD 83(1986)-  42 51 40.     (N)    113 50 17.     (W)     SCALED    
 NU1128* NAVD 88     -      1289.914  (meters)    4231.99   (feet)  ADJUSTED  
 NU1128  ___________________________________________________________________
 NU1128  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 NU1128  DYNAMIC HT  -        1289.234 (meters)    4229.76  (feet)  COMP
 NU1128  MODELED GRAV-     980,048.4   (mgal)                       NAVD 88
 NU1128
 NU1128  VERT ORDER  -  FIRST     CLASS II
 NU1128
 NU1128.The horizontal coordinates were scaled from a topographic map and have
 NU1128.an estimated accuracy of +/- 6 seconds.
 NU1128
 NU1128.The orthometric height was determined by differential leveling
 NU1128.and adjusted by the National Geodetic Survey in June 1991..
 NU1128
 NU1128.The geoid height was determined by GEOID03.
 NU1128
 NU1128.The dynamic height is computed by dividing the NAVD 88
 NU1128.geopotential number by the normal gravity value computed on the
 NU1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1128.degrees latitude (g = 980.6199 gals.).
 NU1128
 NU1128.The modeled gravity was interpolated from observed gravity values.
 NU1128
 NU1128;                    North         East    Units  Estimated Accuracy
 NU1128;SPC ID C     -   132,680.      513,230.      MT  (+/- 180 meters Scaled)
 NU1128
 NU1128                          SUPERSEDED SURVEY CONTROL
 NU1128
 NU1128  NGVD 29 (??/??/92) 1288.992  (m)         4228.97   (f) ADJ UNCH    1 2
 NU1128
 NU1128.Superseded values are not recommended for survey control.
 NU1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1128.See file dsdata.txt to determine how the superseded data were derived.
 NU1128
 NU1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN681492(NAD 83)
 NU1128_MARKER: DB = BENCH MARK DISK
 NU1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1128_STAMPING: L 168 1941
 NU1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1128+STABILITY: SURFACE MOTION
 NU1128
 NU1128  HISTORY     - Date     Condition        Report By
 NU1128  HISTORY     - 1941     MONUMENTED       CGS
 NU1128  HISTORY     - 1948     GOOD             NGS
 NU1128
 NU1128                          STATION DESCRIPTION
 NU1128
 NU1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NU1128'19.7 MI W FROM MINIDOKA.
 NU1128'IN LINCOLN COUNTY, 19.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD
 NU1128'FROM THE STATION AT MINIDOKA, MINIDOKA COUNTY, 2-1/2 POLES SOUTHEAST
 NU1128'OF MILEPOST 292, 100 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 45
 NU1128'FEET SOUTHWEST OF A ROW OF POLES, 3 FEET NORTHEAST OF A FENCE, AND
 NU1128'NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 168 1941
 NU1128'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0620 ***********************************************************************
 SU0620  DESIGNATION -  L 168
 SU0620  PID         -  SU0620
 SU0620  STATE/COUNTY-  ID/SHOSHONE
 SU0620  USGS QUAD   -  THOMPSON PASS (1988)
 SU0620
 SU0620                         *CURRENT SURVEY CONTROL
 SU0620  ___________________________________________________________________
 SU0620* NAD 83(1986)-  47 31 48.     (N)    115 42 23.     (W)     SCALED    
 SU0620* NAVD 88     -      1745.010  (meters)    5725.09   (feet)  ADJUSTED  
 SU0620  ___________________________________________________________________
 SU0620  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 SU0620  DYNAMIC HT  -        1744.712 (meters)    5724.11  (feet)  COMP
 SU0620  MODELED GRAV-     980,378.1   (mgal)                       NAVD 88
 SU0620
 SU0620  VERT ORDER  -  SECOND    CLASS 0
 SU0620
 SU0620.The horizontal coordinates were scaled from a topographic map and have
 SU0620.an estimated accuracy of +/- 6 seconds.
 SU0620
 SU0620.The orthometric height was determined by differential leveling
 SU0620.and adjusted by the National Geodetic Survey in June 1991..
 SU0620
 SU0620.The geoid height was determined by GEOID03.
 SU0620
 SU0620.The dynamic height is computed by dividing the NAVD 88
 SU0620.geopotential number by the normal gravity value computed on the
 SU0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0620.degrees latitude (g = 980.6199 gals.).
 SU0620
 SU0620.The modeled gravity was interpolated from observed gravity values.
 SU0620
 SU0620;                    North         East    Units  Estimated Accuracy
 SU0620;SPC ID W     -   651,510.      803,280.      MT  (+/- 180 meters Scaled)
 SU0620
 SU0620                          SUPERSEDED SURVEY CONTROL
 SU0620
 SU0620  NGVD 29 (??/??/92) 1743.731  (m)         5720.89   (f) ADJ UNCH    2 0
 SU0620
 SU0620.Superseded values are not recommended for survey control.
 SU0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0620.See file dsdata.txt to determine how the superseded data were derived.
 SU0620
 SU0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN973648(NAD 83)
 SU0620_MARKER: DB = BENCH MARK DISK
 SU0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0620_STAMPING: L 168 1935
 SU0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0620+STABILITY: SURFACE MOTION
 SU0620
 SU0620  HISTORY     - Date     Condition        Report By
 SU0620  HISTORY     - 1935     MONUMENTED       CGS
 SU0620  HISTORY     - 1982     MARK NOT FOUND   USGS
 SU0620
 SU0620                          STATION DESCRIPTION
 SU0620
 SU0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SU0620'5.6 MI E FROM BURKE.
 SU0620'5.6 MILES EAST ALONG STATE HIGHWAY 4 FROM THE UNION PACIFIC RAILROAD
 SU0620'STATION AT BURKE, 0.35 MILE WEST OF THE IDAHO-MONTANA STATE LINE, 0.4
 SU0620'MILE EAST OF A Y JUNCTION OF A ROAD LEADING NORTHEAST, 18.0 FEET NORTH
 SU0620'OF THE CENTERLINE OF THE HIGHWAY, 5.0 FEET HIGHER THAN THE HIGHWAY,
 SU0620'1.2 FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SU0620'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 SU0620
 SU0620                          STATION RECOVERY (1982)
 SU0620
 SU0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 SU0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0309 ***********************************************************************
 QY0309  DESIGNATION -  L 17
 QY0309  PID         -  QY0309
 QY0309  STATE/COUNTY-  ID/LEMHI
 QY0309  USGS QUAD   -  WILLIAMS LAKE (1989)
 QY0309
 QY0309                         *CURRENT SURVEY CONTROL
 QY0309  ___________________________________________________________________
 QY0309* NAD 83(1986)-  45 04 25.     (N)    113 54 19.     (W)     SCALED    
 QY0309* NAVD 88     -      1245.906  (meters)    4087.61   (feet)  ADJUSTED  
 QY0309  ___________________________________________________________________
 QY0309  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 QY0309  DYNAMIC HT  -        1245.374 (meters)    4085.86  (feet)  COMP
 QY0309  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 QY0309
 QY0309  VERT ORDER  -  FIRST     CLASS II
 QY0309
 QY0309.The horizontal coordinates were scaled from a topographic map and have
 QY0309.an estimated accuracy of +/- 6 seconds.
 QY0309
 QY0309.The orthometric height was determined by differential leveling
 QY0309.and adjusted by the National Geodetic Survey in June 1991..
 QY0309
 QY0309.The geoid height was determined by GEOID03.
 QY0309
 QY0309.The dynamic height is computed by dividing the NAVD 88
 QY0309.geopotential number by the normal gravity value computed on the
 QY0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0309.degrees latitude (g = 980.6199 gals.).
 QY0309
 QY0309.The modeled gravity was interpolated from observed gravity values.
 QY0309
 QY0309;                    North         East    Units  Estimated Accuracy
 QY0309;SPC ID C     -   378,500.      507,460.      MT  (+/- 180 meters Scaled)
 QY0309
 QY0309                          SUPERSEDED SURVEY CONTROL
 QY0309
 QY0309  NGVD 29 (??/??/92) 1244.705  (m)         4083.67   (f) ADJ UNCH    1 2
 QY0309
 QY0309.Superseded values are not recommended for survey control.
 QY0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0309.See file dsdata.txt to determine how the superseded data were derived.
 QY0309
 QY0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ713952(NAD 83)
 QY0309_MARKER: DD = SURVEY DISK
 QY0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0309_STAMPING: 4083.719 L17 1933
 QY0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0309+STABILITY: SURFACE MOTION
 QY0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QY0309+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 QY0309
 QY0309  HISTORY     - Date     Condition        Report By
 QY0309  HISTORY     - 1933     MONUMENTED       CGS
 QY0309  HISTORY     - 1955     POOR             NGS
 QY0309  HISTORY     - 19990601 GOOD             IDTD
 QY0309
 QY0309                          STATION DESCRIPTION
 QY0309
 QY0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QY0309'7.1 MI S FROM SALMON.
 QY0309'7.1 MILES SOUTH ALONG US HIGHWAY 93 FROM THE JUNCTION OF STATE HIGHWAY
 QY0309'28 AT SALMON, LEMHI CO., 1.9 MILES SOUTH OF THE BRIDGE CROSSING SALMON
 QY0309'RIVER TO WILLIAMS LAKE, NEAR THE SOUTH END OF A BEND IN THE RIVER, ON
 QY0309'A RIVER SHELF, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 10
 QY0309'FEET EAST OF THE RIM OF A PRINCIPICE.  A STANDARD DISK, SET IN THE TOP
 QY0309'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND. NOTE-- EROSION
 QY0309'HAS WASHED THE DIRT AWAY FROM THE MONUMENT, EXPOSING THE UPPER 3/4 OF
 QY0309'THE POST AND LEAVING IT UNSTABLE.
 QY0309
 QY0309                          STATION RECOVERY (1999)
 QY0309
 QY0309'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 QY0309'LOCATED AT US-93 MILEPOST 297.584, WHICH IS 11.412 KM S ALONG US-93
 QY0309'FROM ITS JUNCTION WITH SH-28 IN SALMON, 3.006 KM S FROM A COUNTY ROAD
 QY0309'BRIDGE OVER THE SALMON RIVER.  IN AND AT THE N END OF ROADWAY
 QY0309'PULL-OUT, 275 M N OF 'EIGHT MILE CREEK' SIGN, 7.9 M W OF CENTERLINE,
 QY0309'FLUSH WITH THE GROUND.  PLACED A RAILROAD SPIKE ALONG-SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0523 ***********************************************************************
 NV0523  DESIGNATION -  L 170
 NV0523  PID         -  NV0523
 NV0523  STATE/COUNTY-  ID/OWYHEE
 NV0523  USGS QUAD   -  BLACK BUTTE WEST (1980)
 NV0523
 NV0523                         *CURRENT SURVEY CONTROL
 NV0523  ___________________________________________________________________
 NV0523* NAD 83(1986)-  42 43 59.     (N)    115 26 48.     (W)     SCALED    
 NV0523* NAVD 88     -      1087.984  (meters)    3569.49   (feet)  ADJUSTED  
 NV0523  ___________________________________________________________________
 NV0523  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 NV0523  DYNAMIC HT  -        1087.431 (meters)    3567.68  (feet)  COMP
 NV0523  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 NV0523
 NV0523  VERT ORDER  -  SECOND    CLASS 0
 NV0523
 NV0523.The horizontal coordinates were scaled from a topographic map and have
 NV0523.an estimated accuracy of +/- 6 seconds.
 NV0523
 NV0523.The orthometric height was determined by differential leveling
 NV0523.and adjusted by the National Geodetic Survey in June 1991..
 NV0523
 NV0523.The geoid height was determined by GEOID03.
 NV0523
 NV0523.The dynamic height is computed by dividing the NAVD 88
 NV0523.geopotential number by the normal gravity value computed on the
 NV0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0523.degrees latitude (g = 980.6199 gals.).
 NV0523
 NV0523.The modeled gravity was interpolated from observed gravity values.
 NV0523
 NV0523;                    North         East    Units  Estimated Accuracy
 NV0523;SPC ID W     -   118,490.      824,840.      MT  (+/- 180 meters Scaled)
 NV0523
 NV0523                          SUPERSEDED SURVEY CONTROL
 NV0523
 NV0523  NGVD 29 (??/??/92) 1087.072  (m)         3566.50   (f) ADJ UNCH    2 0
 NV0523
 NV0523.Superseded values are not recommended for survey control.
 NV0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0523.See file dsdata.txt to determine how the superseded data were derived.
 NV0523
 NV0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH271323(NAD 83)
 NV0523_MARKER: DB = BENCH MARK DISK
 NV0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0523_STAMPING: L 170 1935
 NV0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0523+STABILITY: SURFACE MOTION
 NV0523
 NV0523  HISTORY     - Date     Condition        Report By
 NV0523  HISTORY     - 1935     MONUMENTED       CGS
 NV0523  HISTORY     - 1975     GOOD             USGS
 NV0523
 NV0523                          STATION DESCRIPTION
 NV0523
 NV0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0523'20.3 MI SE FROM HOT SPRING.
 NV0523'ABOUT 20.3 MILES SOUTHEAST ALONG THE CASTLEFORD ROAD FROM THE HOT
 NV0523'SPRING BRIDGE AT HOT SPRING, OWYHEE COUNTY, ABOUT 2.0 MILES EAST OF
 NV0523'THE JUNCTION OF A ROAD LEADING TO INDIAN COVE, ABOUT 1.8 MILES EAST OF
 NV0523'A POT HOLE GULCH ROAD CROSSING, ABOUT 0.3 MILE WEST OF SAILOR CAP
 NV0523'BUTTE, ABOUT 0.3 MILE NORTH OF CAIRN CAP, IN THE SADDLE OF A RIDGE, 28
 NV0523'FEET NORTH OF THE CENTER LINE OF THE ROAD, S. 73 DEG 52 MIN. W. FROM
 NV0523'THE HIGHEST POINT OF GRINDSTONE BUTTE, S. 85 DEG 30 MIN. W. FROM THE
 NV0523'NORTH EDGE AND N. 87 DEG 30 MIN. W. FROM THE SOUTH EDGE OF SAILOR CAP
 NV0523'BUTTE, N. 3 DEG 30 MIN. W. FROM THE LARGE CAP CAIRN, AND 15.0 FEET N.
 NV0523'41 DEG 15 MIN. E. FROM THE ROAD LOCATION P. C. STATION 127+67.  A
 NV0523'STANDARD DISK, STAMPED L 170 1935 AND SET IN THE TOP OF A CONCRETE
 NV0523'POST.
 NV0523
 NV0523                          STATION RECOVERY (1975)
 NV0523
 NV0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0523'HAMMETT, IDAHO, 4.2 MI WEST OF ALONG INDIAN COVE BRIDGE. WEST ON
 NV0523'STATE HWY 78 1.6 MI, TURN LEFT ONTO DIRT RD. (SOUTH), 1.9 MI TO Y-RD.
 NV0523'INTERSECTION. RIGHT (SOUTH) 0.9 MI TO Y-RD. INTERSECTION, LEFT 13.6
 NV0523'MI TO INTERSECTION. KEEP LEFT 1.8 MI TO Y-RD., LEFT 0.6 MI TO Y-RD.,
 NV0523'LEFT 1.4 MI TO Y-RD. NORTH. 5 FT NE OF RD. NORTH, 54 FT NORTH OF SE.
 NV0523'Y-INTERSECTION. SET IN TOP OF CONCRETE POST. STANDARD DISK STAMPED L
 NV0523'170 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0552 ***********************************************************************
 NV0552  DESIGNATION -  L 171
 NV0552  PID         -  NV0552
 NV0552  STATE/COUNTY-  ID/OWYHEE
 NV0552  USGS QUAD   -  CASTLEFORD BUTTE (1980)
 NV0552
 NV0552                         *CURRENT SURVEY CONTROL
 NV0552  ___________________________________________________________________
 NV0552* NAD 83(1999)-  42 37 08.14072(N)    115 02 50.09852(W)     ADJUSTED  
 NV0552* NAVD 88     -      1123.777  (meters)    3686.93   (feet)  ADJUSTED  
 NV0552  ___________________________________________________________________
 NV0552  X           -  -1,990,468.316 (meters)                     COMP
 NV0552  Y           -  -4,259,398.908 (meters)                     COMP
 NV0552  Z           -   4,297,195.693 (meters)                     COMP
 NV0552  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 NV0552  ELLIP HEIGHT-        1107.71  (meters)          (05/08/06) GPS OBS
 NV0552  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 NV0552  DYNAMIC HT  -        1123.170 (meters)    3684.93  (feet)  COMP
 NV0552  MODELED GRAV-     980,042.1   (mgal)                       NAVD 88
 NV0552
 NV0552  HORZ ORDER  -  A
 NV0552  VERT ORDER  -  SECOND    CLASS 0
 NV0552  ELLP ORDER  -  FOURTH    CLASS I
 NV0552
 NV0552.The horizontal coordinates were established by GPS observations
 NV0552.and adjusted by the National Geodetic Survey in May 2006..
 NV0552.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 NV0552.DATUM ITEM on the data sheet items page.
 NV0552
 NV0552.The orthometric height was determined by differential leveling
 NV0552.and adjusted by the National Geodetic Survey in June 1991..
 NV0552
 NV0552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NV0552
 NV0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0552
 NV0552.The ellipsoidal height was determined by GPS observations
 NV0552.and is referenced to NAD 83.
 NV0552
 NV0552.The geoid height was determined by GEOID03.
 NV0552
 NV0552.The dynamic height is computed by dividing the NAVD 88
 NV0552.geopotential number by the normal gravity value computed on the
 NV0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0552.degrees latitude (g = 980.6199 gals.).
 NV0552
 NV0552.The modeled gravity was interpolated from observed gravity values.
 NV0552
 NV0552;                    North         East     Units Scale Factor Converg.
 NV0552;SPC ID W     -   106,005.792   857,652.074   MT  0.99997421   +0 28 33.1
 NV0552;UTM  11      - 4,720,347.096   660,148.167   MT  0.99991555   +1 19 21.1
 NV0552
 NV0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0552!SPC ID W     -   0.99982631  x   0.99997421  =   0.99980052
 NV0552!UTM  11      -   0.99982631  x   0.99991555  =   0.99974187
 NV0552
 NV0552                          SUPERSEDED SURVEY CONTROL
 NV0552
 NV0552  NAVD 88 (05/08/06) 1123.78   (m)         3686.9    (f) LEVELING    3  
 NV0552  NGVD 29 (??/??/92) 1122.861  (m)         3683.92   (f) ADJ UNCH    2 0
 NV0552
 NV0552.Superseded values are not recommended for survey control.
 NV0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0552.See file dsdata.txt to determine how the superseded data were derived.
 NV0552
 NV0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH6014820347(NAD 83)
 NV0552_MARKER: DB = BENCH MARK DISK
 NV0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0552_STAMPING: L 171 1935
 NV0552_MARK LOGO: CGS   
 NV0552_PROJECTION: PROJECTING 20 CENTIMETERS
 NV0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0552+STABILITY: SURFACE MOTION
 NV0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0552+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 NV0552
 NV0552  HISTORY     - Date     Condition        Report By
 NV0552  HISTORY     - 1935     MONUMENTED       CGS
 NV0552  HISTORY     - 1975     GOOD             NGS
 NV0552  HISTORY     - 20050706 GOOD             CH2M
 NV0552
 NV0552                          STATION DESCRIPTION
 NV0552
 NV0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NV0552'16.6 MI W FROM BUHL.
 NV0552'IN OWYHEE COUNTY, ABOUT 16.6 MILES WEST BY ROAD FROM BUHL, TWIN FALLS
 NV0552'COUNTY, ON THE HOT SPRING-CASTLEFORD ROAD, ABOUT 19.4 MILES NORTHWEST
 NV0552'OF CASTLEFORD, ABOUT 16.1 MILES SOUTHWEST OF OWSLEY BRIDGE, ABOUT 8.5
 NV0552'MILES EAST OF THE NOTCH IN NOTCH BUTTE ABOUT 100 YARDS SOUTH OF A DRAW
 NV0552'PARALLELING THE ROAD, AT A HIGH NORTH-AND-SOUTH SADDLE AND 25 FEET
 NV0552'NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED L 171
 NV0552'1935 AND SET IN THE TOP OF A CONCRETE POST.
 NV0552
 NV0552                          STATION RECOVERY (1975)
 NV0552
 NV0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NV0552'CASTLEFORD, 2.8 MILES W. AND 1.0 MILE N. OF TO RD. XING. THEN WEST ON
 NV0552'PAVED ROAD PAST BALANCED ROCK FOR 2.8 MILES TO ROAD Y AT END OF
 NV0552'PAVEMENT. THEN RIGHT (N) FOR 4.8 MILES TO ROAD XING. THENCE TURN LEFT
 NV0552'(W) 2.9 MILES TO T ROAD JUNCTION S. THENCE WEST 1.0 MILE TO TRACK
 NV0552'ROAD S. THENCE 0.25 MILE S. THENCE 0.15 MILE WEST ALONG TRACK ROAD TO
 NV0552'THE BM AT A HIGH N-S SADDLE AND 25 FT. N. OF THE CENTER LINE OF THE
 NV0552'ROAD.
 NV0552
 NV0552                          STATION RECOVERY (2005)
 NV0552
 NV0552'RECOVERY NOTE BY CH2M HILL INCORPORATED 2005 (CRS)
 NV0552'NOTE--THE PREVIOUS DESCRIPTION IS EDITED WITH ROAD NAMES ADDED. FROM
 NV0552'CASTLEFORD, GO WEST ON 3600 NORTH ROAD FOR 2.8 MI (4.51 KM) TO 600
 NV0552'EAST ROAD.  TURN RIGHT, NORTH, ON 600 EAST ROAD FOR 1.0 MI (1.61 KM)
 NV0552'TO THE INTERSECTION OF 3700 NORTH ROAD.  TURN LEFT, WEST, ON PAVED
 NV0552'ROAD PAST BALANCED ROCK FOR 2.8 MI (4.51 KM) TO ROAD Y AND BEAR RIGHT
 NV0552'(NORTH) ON 400 EAST ROAD FOR 4.8 MI (7.72 KM) TO THE INTERSECTION OF
 NV0552'4300 NORTH ROAD.  TURN LEFT, WEST, ON 4300 NORTH ROAD FOR 3.9 MI (6.28
 NV0552'KM) TO A T ROAD INTERSECTION.  TURN LEFT, SOUTH, ON ROAD FOR 0.25 MI
 NV0552'(0.4 KM) TO A TWO TRACK ROAD TO THE RIGHT.  TURN WEST ON TRACK ROAD
 NV0552'FOR 0.15 MI (0.24 KM) TO THE BENCH MARK AT A HIGH NORTH-SOUTH SADDLE
 NV0552'AND 25 FT (7.6 M)  NORTH OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0389 ***********************************************************************
 RY0389  DESIGNATION -  L 172
 RY0389  PID         -  RY0389
 RY0389  STATE/COUNTY-  ID/CLEARWATER
 RY0389  USGS QUAD   -  FRENCH MOUNTAIN (1994)
 RY0389
 RY0389                         *CURRENT SURVEY CONTROL
 RY0389  ___________________________________________________________________
 RY0389* NAD 83(1986)-  46 30 05.     (N)    115 44 18.     (W)     SCALED    
 RY0389* NAVD 88     -      1238.113  (meters)    4062.04   (feet)  ADJUSTED  
 RY0389  ___________________________________________________________________
 RY0389  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 RY0389  DYNAMIC HT  -        1237.901 (meters)    4061.35  (feet)  COMP
 RY0389  MODELED GRAV-     980,399.5   (mgal)                       NAVD 88
 RY0389
 RY0389  VERT ORDER  -  FIRST     CLASS II
 RY0389
 RY0389.The horizontal coordinates were scaled from a topographic map and have
 RY0389.an estimated accuracy of +/- 6 seconds.
 RY0389
 RY0389.The orthometric height was determined by differential leveling
 RY0389.and adjusted by the National Geodetic Survey in June 1991..
 RY0389.WARNING-Repeat measurements at this control monument indicate possible
 RY0389.vertical movement.
 RY0389
 RY0389.The geoid height was determined by GEOID03.
 RY0389
 RY0389.The dynamic height is computed by dividing the NAVD 88
 RY0389.geopotential number by the normal gravity value computed on the
 RY0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0389.degrees latitude (g = 980.6199 gals.).
 RY0389
 RY0389.The modeled gravity was interpolated from observed gravity values.
 RY0389
 RY0389;                    North         East    Units  Estimated Accuracy
 RY0389;SPC ID W     -   537,170.      800,900.      MT  (+/- 180 meters Scaled)
 RY0389
 RY0389                          SUPERSEDED SURVEY CONTROL
 RY0389
 RY0389  NGVD 29 (??/??/92) 1236.978  (m)         4058.32   (f) ADJ UNCH    1 2
 RY0389
 RY0389.Superseded values are not recommended for survey control.
 RY0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0389.See file dsdata.txt to determine how the superseded data were derived.
 RY0389
 RY0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM968505(NAD 83)
 RY0389_MARKER: DB = BENCH MARK DISK
 RY0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0389_STAMPING: L 172 1935
 RY0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0389+STABILITY: SURFACE MOTION
 RY0389
 RY0389  HISTORY     - Date     Condition        Report By
 RY0389  HISTORY     - 1935     MONUMENTED       CGS
 RY0389  HISTORY     - 1950     GOOD             NGS
 RY0389
 RY0389                          STATION DESCRIPTION
 RY0389
 RY0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0389'6.2 MI E FROM PIERCE.
 RY0389'0.7 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE PUBLIC LIBRARY AT
 RY0389'PIERCE, THENCE 5.5 MILES SOUTHEAST ALONG THE LOLO TRAIL ROAD, 175 FEET
 RY0389'NORTHWEST OF THE CENTER OF THE NORTHEAST END OF 4 - BY - 3 FEET LOG
 RY0389'CULVERT OVER PREACHER CREEK, ABOUT 55 YARDS EAST OF A LARGE BOULDER
 RY0389'LYING AT THE WEST EDGE OF A PROMINENT TURNOUT IN THE ROAD, 64.5 FEET
 RY0389'NORTHWEST OF AND ACROSS THE ROAD FROM A 22-INCH RED FIR TREE MARKED
 RY0389'WITH A WHITE PAINTED TRIANGULAR BLAZE, 35 FEET NORTH OF THE CENTER
 RY0389'LINE OF THE ROAD, 20.3 FEET NORTHWEST OF A 14-INCH RED FIR TREE MARKED
 RY0389'WITH A WHITE PAINTED TRIANGULAR BLAZE AND THE WHITE PAINTED LETTERS B
 RY0389'M , 6.2 FEET NORTH OF AN 8-INCH RED FIR TREE MARKED WITH THE WHITE
 RY0389'PAINTED LETTERS B M, 2.0 FEET WEST OF A WITNESS POST, ABOUT 2 1/2 FEET
 RY0389'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RY0389'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1203 ***********************************************************************
 NU1203  DESIGNATION -  L 175
 NU1203  PID         -  NU1203
 NU1203  STATE/COUNTY-  ID/CASSIA
 NU1203  USGS QUAD   -  RUPERT (1976)
 NU1203
 NU1203                         *CURRENT SURVEY CONTROL
 NU1203  ___________________________________________________________________
 NU1203* NAD 83(1986)-  42 31 04.     (N)    113 43 46.     (W)     SCALED    
 NU1203* NAVD 88     -      1276.876  (meters)    4189.22   (feet)  ADJUSTED  
 NU1203  ___________________________________________________________________
 NU1203  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NU1203  DYNAMIC HT  -        1276.132 (meters)    4186.78  (feet)  COMP
 NU1203  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 NU1203
 NU1203  VERT ORDER  -  SECOND    CLASS 0
 NU1203
 NU1203.The horizontal coordinates were scaled from a topographic map and have
 NU1203.an estimated accuracy of +/- 6 seconds.
 NU1203
 NU1203.The orthometric height was determined by differential leveling
 NU1203.and adjusted by the National Geodetic Survey in June 1991..
 NU1203
 NU1203.The geoid height was determined by GEOID03.
 NU1203
 NU1203.The dynamic height is computed by dividing the NAVD 88
 NU1203.geopotential number by the normal gravity value computed on the
 NU1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1203.degrees latitude (g = 980.6199 gals.).
 NU1203
 NU1203.The modeled gravity was interpolated from observed gravity values.
 NU1203
 NU1203;                    North         East    Units  Estimated Accuracy
 NU1203;SPC ID C     -    94,570.      522,230.      MT  (+/- 180 meters Scaled)
 NU1203
 NU1203                          SUPERSEDED SURVEY CONTROL
 NU1203
 NU1203  NGVD 29 (??/??/92) 1275.902  (m)         4186.02   (f) ADJ UNCH    2 0
 NU1203
 NU1203.Superseded values are not recommended for survey control.
 NU1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1203.See file dsdata.txt to determine how the superseded data were derived.
 NU1203
 NU1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN757108(NAD 83)
 NU1203_MARKER: DD = SURVEY DISK
 NU1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1203_STAMPING: USBM L 175 POT 146+44
 NU1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1203+STABILITY: SURFACE MOTION
 NU1203
 NU1203  HISTORY     - Date     Condition        Report By
 NU1203  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1203  HISTORY     - 1935     GOOD             NGS
 NU1203
 NU1203                          STATION DESCRIPTION
 NU1203
 NU1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1203'4.1 MI E FROM BURLEY.
 NU1203'4.1 MILES EAST ALONG U. S. HIGHWAY 30 S FROM THE CITY HALL AT BURLEY,
 NU1203'CASSIA COUNTY, 132 FEET NORTH OF THE CENTERLINE OF THE UNION PACIFIC
 NU1203'RAILROAD TRACK, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN
 NU1203'A FENCE CORNER.  AN IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK,
 NU1203'STAMPED USBM L 175 POT 146+44 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1227 ***********************************************************************
 NU1227  DESIGNATION -  L 176
 NU1227  PID         -  NU1227
 NU1227  STATE/COUNTY-  ID/CASSIA
 NU1227  USGS QUAD   -  RUPERT SE (1978)
 NU1227
 NU1227                         *CURRENT SURVEY CONTROL
 NU1227  ___________________________________________________________________
 NU1227* NAD 83(1986)-  42 31 25.     (N)    113 35 39.     (W)     SCALED    
 NU1227* NAVD 88     -      1294.884  (meters)    4248.30   (feet)  ADJUSTED  
 NU1227  ___________________________________________________________________
 NU1227  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NU1227  DYNAMIC HT  -        1294.144 (meters)    4245.87  (feet)  COMP
 NU1227  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 NU1227
 NU1227  VERT ORDER  -  SECOND    CLASS 0
 NU1227
 NU1227.The horizontal coordinates were scaled from a topographic map and have
 NU1227.an estimated accuracy of +/- 6 seconds.
 NU1227
 NU1227.The orthometric height was determined by differential leveling
 NU1227.and adjusted by the National Geodetic Survey in June 1991..
 NU1227
 NU1227.The geoid height was determined by GEOID03.
 NU1227
 NU1227.The dynamic height is computed by dividing the NAVD 88
 NU1227.geopotential number by the normal gravity value computed on the
 NU1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1227.degrees latitude (g = 980.6199 gals.).
 NU1227
 NU1227.The modeled gravity was interpolated from observed gravity values.
 NU1227
 NU1227;                    North         East    Units  Estimated Accuracy
 NU1227;SPC ID C     -    95,260.      533,350.      MT  (+/- 180 meters Scaled)
 NU1227
 NU1227                          SUPERSEDED SURVEY CONTROL
 NU1227
 NU1227  NGVD 29 (??/??/92) 1293.916  (m)         4245.12   (f) ADJ UNCH    2 0
 NU1227
 NU1227.Superseded values are not recommended for survey control.
 NU1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1227.See file dsdata.txt to determine how the superseded data were derived.
 NU1227
 NU1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN869111(NAD 83)
 NU1227_MARKER: DD = SURVEY DISK
 NU1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1227_STAMPING: USBM L 176 RPPC STA 514+42.9
 NU1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1227+STABILITY: SURFACE MOTION
 NU1227
 NU1227  HISTORY     - Date     Condition        Report By
 NU1227  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1227  HISTORY     - 1935     GOOD             NGS
 NU1227
 NU1227                          STATION DESCRIPTION
 NU1227
 NU1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1227'9.2 MI W FROM COTTEREL.
 NU1227'9.2 MILES WEST ALONG U. S. HIGHWAY 30 S FROM COTTEREL, CASSIA COUNTY,
 NU1227'130 FEET NORTH OF THE CENTERLINE OF THE UNION PACIFIC RAILROAD TRACK,
 NU1227'AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  AN IDAHO
 NU1227'DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED USBM L 176 RPPC STA
 NU1227'514+42.9 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1252 ***********************************************************************
 NU1252  DESIGNATION -  L 177
 NU1252  PID         -  NU1252
 NU1252  STATE/COUNTY-  ID/CASSIA
 NU1252  USGS QUAD   -  RUPERT SE (1978)
 NU1252
 NU1252                         *CURRENT SURVEY CONTROL
 NU1252  ___________________________________________________________________
 NU1252* NAD 83(1986)-  42 32 16.     (N)    113 32 02.     (W)     SCALED    
 NU1252* NAVD 88     -      1315.268  (meters)    4315.18   (feet)  ADJUSTED  
 NU1252  ___________________________________________________________________
 NU1252  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NU1252  DYNAMIC HT  -        1314.502 (meters)    4312.66  (feet)  COMP
 NU1252  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 NU1252
 NU1252  VERT ORDER  -  SECOND    CLASS 0
 NU1252
 NU1252.The horizontal coordinates were scaled from a topographic map and have
 NU1252.an estimated accuracy of +/- 6 seconds.
 NU1252
 NU1252.The orthometric height was determined by differential leveling
 NU1252.and adjusted by the National Geodetic Survey in June 1991..
 NU1252
 NU1252.The geoid height was determined by GEOID03.
 NU1252
 NU1252.The dynamic height is computed by dividing the NAVD 88
 NU1252.geopotential number by the normal gravity value computed on the
 NU1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1252.degrees latitude (g = 980.6199 gals.).
 NU1252
 NU1252.The modeled gravity was interpolated from observed gravity values.
 NU1252
 NU1252;                    North         East    Units  Estimated Accuracy
 NU1252;SPC ID C     -    96,860.      538,290.      MT  (+/- 180 meters Scaled)
 NU1252
 NU1252                          SUPERSEDED SURVEY CONTROL
 NU1252
 NU1252  NGVD 29 (??/??/92) 1314.289  (m)         4311.96   (f) ADJ UNCH    2 0
 NU1252
 NU1252.Superseded values are not recommended for survey control.
 NU1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1252.See file dsdata.txt to determine how the superseded data were derived.
 NU1252
 NU1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN919126(NAD 83)
 NU1252_MARKER: DD = SURVEY DISK
 NU1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1252_STAMPING: USBM L 177
 NU1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1252+STABILITY: SURFACE MOTION
 NU1252
 NU1252  HISTORY     - Date     Condition        Report By
 NU1252  HISTORY     - UNK      MONUMENTED       IDPWD
 NU1252  HISTORY     - 1935     GOOD             NGS
 NU1252
 NU1252                          STATION DESCRIPTION
 NU1252
 NU1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NU1252'5.4 MI W FROM COTTEREL.
 NU1252'5.4 MILES WEST OF AND ALONG US HWY NO. 30S 50 FEET SOUTH OF THE CENTER
 NU1252'OF HIGHWAY.  108 FEET EAST OF CENTER OF JUNCTION OF ROAD COMING INTO
 NU1252'HIGHWAY FROM THE SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1094 ***********************************************************************
 NU1094  DESIGNATION -  L 178
 NU1094  PID         -  NU1094
 NU1094  STATE/COUNTY-  ID/CASSIA
 NU1094  USGS QUAD   -  BASIN (1968)
 NU1094
 NU1094                         *CURRENT SURVEY CONTROL
 NU1094  ___________________________________________________________________
 NU1094* NAD 83(1986)-  42 14 44.     (N)    113 48 02.     (W)     SCALED    
 NU1094* NAVD 88     -      1493.089  (meters)    4898.58   (feet)  ADJUSTED  
 NU1094  ___________________________________________________________________
 NU1094  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 NU1094  DYNAMIC HT  -        1492.087 (meters)    4895.29  (feet)  COMP
 NU1094  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 NU1094
 NU1094  VERT ORDER  -  SECOND    CLASS 0
 NU1094
 NU1094.The horizontal coordinates were scaled from a topographic map and have
 NU1094.an estimated accuracy of +/- 6 seconds.
 NU1094
 NU1094.The orthometric height was determined by differential leveling
 NU1094.and adjusted by the National Geodetic Survey in June 1991..
 NU1094
 NU1094.The geoid height was determined by GEOID03.
 NU1094
 NU1094.The dynamic height is computed by dividing the NAVD 88
 NU1094.geopotential number by the normal gravity value computed on the
 NU1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1094.degrees latitude (g = 980.6199 gals.).
 NU1094
 NU1094.The modeled gravity was interpolated from observed gravity values.
 NU1094
 NU1094;                    North         East    Units  Estimated Accuracy
 NU1094;SPC ID C     -    64,310.      516,460.      MT  (+/- 180 meters Scaled)
 NU1094
 NU1094                          SUPERSEDED SURVEY CONTROL
 NU1094
 NU1094  NGVD 29 (??/??/92) 1492.007  (m)         4895.03   (f) ADJ UNCH    2 0
 NU1094
 NU1094.Superseded values are not recommended for survey control.
 NU1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1094.See file dsdata.txt to determine how the superseded data were derived.
 NU1094
 NU1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM689808(NAD 83)
 NU1094_MARKER: DB = BENCH MARK DISK
 NU1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1094_STAMPING: L 178 1935
 NU1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1094+STABILITY: SURFACE MOTION
 NU1094
 NU1094  HISTORY     - Date     Condition        Report By
 NU1094  HISTORY     - 1935     MONUMENTED       CGS
 NU1094
 NU1094                          STATION DESCRIPTION
 NU1094
 NU1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU1094'4.5 MI E FROM OAKLEY.
 NU1094'4.5 MILES EAST ALONG THE MALTA ROAD FROM OAKLEY, 80 YARDS WEST OF A
 NU1094'FARMHOUSE, 55 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTH
 NU1094'OF A SMALL CREEK, 6 FEET WEST OF A DOUBLE GATE, AND ON A FENCE LINE.
 NU1094'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0612 ***********************************************************************
 NU0612  DESIGNATION -  L 179
 NU0612  PID         -  NU0612
 NU0612  STATE/COUNTY-  ID/POWER
 NU0612  USGS QUAD   -  MICHAUD CREEK (1974)
 NU0612
 NU0612                         *CURRENT SURVEY CONTROL
 NU0612  ___________________________________________________________________
 NU0612* NAD 83(1986)-  42 51 40.     (N)    112 37 26.     (W)     SCALED    
 NU0612* NAVD 88     -      1352.157  (meters)    4436.20   (feet)  ADJUSTED  
 NU0612  ___________________________________________________________________
 NU0612  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NU0612  DYNAMIC HT  -        1351.379 (meters)    4433.65  (feet)  COMP
 NU0612  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 NU0612
 NU0612  VERT ORDER  -  SECOND    CLASS 0
 NU0612
 NU0612.This mark is at Pocatello Regional Airport (PIH)
 NU0612
 NU0612.The horizontal coordinates were scaled from a topographic map and have
 NU0612.an estimated accuracy of +/- 6 seconds.
 NU0612
 NU0612.The orthometric height was determined by differential leveling
 NU0612.and adjusted by the National Geodetic Survey in June 1991..
 NU0612
 NU0612.The geoid height was determined by GEOID03.
 NU0612
 NU0612.The dynamic height is computed by dividing the NAVD 88
 NU0612.geopotential number by the normal gravity value computed on the
 NU0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0612.degrees latitude (g = 980.6199 gals.).
 NU0612
 NU0612.The modeled gravity was interpolated from observed gravity values.
 NU0612
 NU0612;                    North         East    Units  Estimated Accuracy
 NU0612;SPC ID E     -   132,770.      162,640.      MT  (+/- 180 meters Scaled)
 NU0612
 NU0612                          SUPERSEDED SURVEY CONTROL
 NU0612
 NU0612  NGVD 29 (??/??/92) 1351.120  (m)         4432.80   (f) ADJ UNCH    2 0
 NU0612
 NU0612.Superseded values are not recommended for survey control.
 NU0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0612.See file dsdata.txt to determine how the superseded data were derived.
 NU0612
 NU0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN673466(NAD 83)
 NU0612_MARKER: DB = BENCH MARK DISK
 NU0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0612_STAMPING: L 179 1935
 NU0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0612+STABILITY: SURFACE MOTION
 NU0612
 NU0612  HISTORY     - Date     Condition        Report By
 NU0612  HISTORY     - 1935     MONUMENTED       CGS
 NU0612  HISTORY     - 1938     GOOD             NGS
 NU0612  HISTORY     - 1971     MARK NOT FOUND   USGS
 NU0612
 NU0612                          STATION DESCRIPTION
 NU0612
 NU0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0612'2.6 MI SE FROM SCHILLER.
 NU0612'2.6 MILES SOUTHEAST ALONG THE PAULINE ROAD FROM THE UNION PACIFIC
 NU0612'RAILROAD STATION AT SCHILLER, POWER COUNTY, AT AIRWAY BEACON 14, 58
 NU0612'FEET NORTHWEST OF THE NORTHWEST LEG OF THE STEEL TOWER, 30 FEET EAST
 NU0612'OF THE CENTERLINE OF THE ROAD, AND 18 FEET SOUTH OF A FENCE CORNER. A
 NU0612'STANDARD DISK, STAMPED L 179 1935 AND SET IN THE TOP OF A CONCRETE
 NU0612'POST.
 NU0612
 NU0612                          STATION RECOVERY (1971)
 NU0612
 NU0612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NU0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0329 ***********************************************************************
 NU0329  DESIGNATION -  L 181
 NU0329  PID         -  NU0329
 NU0329  STATE/COUNTY-  ID/ONEIDA
 NU0329  USGS QUAD   -  MALAD CITY WEST (1968)
 NU0329
 NU0329                         *CURRENT SURVEY CONTROL
 NU0329  ___________________________________________________________________
 NU0329* NAD 83(1986)-  42 13 28.     (N)    112 18 23.     (W)     SCALED    
 NU0329* NAVD 88     -      1443.394  (meters)    4735.54   (feet)  ADJUSTED  
 NU0329  ___________________________________________________________________
 NU0329  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 NU0329  DYNAMIC HT  -        1442.413 (meters)    4732.32  (feet)  COMP
 NU0329  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 NU0329
 NU0329  VERT ORDER  -  SECOND    CLASS 0
 NU0329
 NU0329.The horizontal coordinates were scaled from a topographic map and have
 NU0329.an estimated accuracy of +/- 6 seconds.
 NU0329
 NU0329.The orthometric height was determined by differential leveling
 NU0329.and adjusted by the National Geodetic Survey in June 1991..
 NU0329
 NU0329.The geoid height was determined by GEOID03.
 NU0329
 NU0329.The dynamic height is computed by dividing the NAVD 88
 NU0329.geopotential number by the normal gravity value computed on the
 NU0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0329.degrees latitude (g = 980.6199 gals.).
 NU0329
 NU0329.The modeled gravity was interpolated from observed gravity values.
 NU0329
 NU0329;                    North         East    Units  Estimated Accuracy
 NU0329;SPC ID E     -    61,960.      188,470.      MT  (+/- 180 meters Scaled)
 NU0329
 NU0329                          SUPERSEDED SURVEY CONTROL
 NU0329
 NU0329  NGVD 29 (??/??/92) 1442.294  (m)         4731.93   (f) ADJ UNCH    2 0
 NU0329
 NU0329.Superseded values are not recommended for survey control.
 NU0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0329.See file dsdata.txt to determine how the superseded data were derived.
 NU0329
 NU0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM921755(NAD 83)
 NU0329_MARKER: DB = BENCH MARK DISK
 NU0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0329_STAMPING: L 181 1935
 NU0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0329+STABILITY: SURFACE MOTION
 NU0329
 NU0329  HISTORY     - Date     Condition        Report By
 NU0329  HISTORY     - 1935     MONUMENTED       CGS
 NU0329
 NU0329                          STATION DESCRIPTION
 NU0329
 NU0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU0329'5.1 MI NW FROM MALAD CITY.
 NU0329'ABOUT 5.1 MILES NORTHWEST ALONG THE GRAVEL ROAD LEADING TO ELK HORN
 NU0329'DAM FROM MALAD CITY, ONEIDA COUNTY, AT A TURN AND THE JUNCTION OF A
 NU0329'ROAD LEADING EAST, ACROSS THE SIDE ROAD FROM A GROUP OF LOG BUILDINGS,
 NU0329'30 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, AND 30 FEET EAST OF
 NU0329'THE CENTER LINE OF THE MAIN ROAD.  A STANDARD DISK, STAMPED L 181 1935
 NU0329'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1065 ***********************************************************************
 NU1065  DESIGNATION -  L 183
 NU1065  PID         -  NU1065
 NU1065  STATE/COUNTY-  ID/CASSIA
 NU1065  USGS QUAD   -  NIBBS CREEK (1976)
 NU1065
 NU1065                         *CURRENT SURVEY CONTROL
 NU1065  ___________________________________________________________________
 NU1065* NAD 83(1986)-  42 17 06.     (N)    113 25 29.     (W)     SCALED    
 NU1065* NAVD 88     -      1450.357  (meters)    4758.38   (feet)  ADJUSTED  
 NU1065  ___________________________________________________________________
 NU1065  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 NU1065  DYNAMIC HT  -        1449.419 (meters)    4755.30  (feet)  COMP
 NU1065  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 NU1065
 NU1065  VERT ORDER  -  FIRST     CLASS II
 NU1065
 NU1065.The horizontal coordinates were scaled from a topographic map and have
 NU1065.an estimated accuracy of +/- 6 seconds.
 NU1065
 NU1065.The orthometric height was determined by differential leveling
 NU1065.and adjusted by the National Geodetic Survey in June 1991..
 NU1065
 NU1065.The geoid height was determined by GEOID03.
 NU1065
 NU1065.The dynamic height is computed by dividing the NAVD 88
 NU1065.geopotential number by the normal gravity value computed on the
 NU1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1065.degrees latitude (g = 980.6199 gals.).
 NU1065
 NU1065.The modeled gravity was interpolated from observed gravity values.
 NU1065
 NU1065;                    North         East    Units  Estimated Accuracy
 NU1065;SPC ID C     -    68,840.      547,450.      MT  (+/- 180 meters Scaled)
 NU1065
 NU1065                          SUPERSEDED SURVEY CONTROL
 NU1065
 NU1065  NGVD 29 (??/??/92) 1449.306  (m)         4754.93   (f) ADJ UNCH    1 2
 NU1065
 NU1065.Superseded values are not recommended for survey control.
 NU1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1065.See file dsdata.txt to determine how the superseded data were derived.
 NU1065
 NU1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM000842(NAD 83)
 NU1065_MARKER: DB = BENCH MARK DISK
 NU1065_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NU1065_SP_SET: PREFAB CONC. POST IN EARTH
 NU1065_STAMPING: L 183 1935
 NU1065_MARK LOGO: CGS   
 NU1065_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU1065
 NU1065  HISTORY     - Date     Condition        Report By
 NU1065  HISTORY     - 1935     MONUMENTED       CGS
 NU1065  HISTORY     - 19741203 GOOD             USGS
 NU1065
 NU1065                          STATION DESCRIPTION
 NU1065
 NU1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 NU1065'3.4 MI W FROM MALTA.
 NU1065'3.4 MILES WEST ALONG THE OAKLEY ROAD FROM MALTA, 75 YARDS EAST OF THE
 NU1065'CENTER OF A JUNCTION, 50 FEET SOUTH OF THE CENTER LINE OF ONE ROAD,
 NU1065'AND 78 FEET NORTH OF THE CENTER LINE OF THE OTHER.  SET IN THE TOP OF
 NU1065'A CONCRETE POST.
 NU1065
 NU1065                          STATION RECOVERY (1974)
 NU1065
 NU1065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NU1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0917 ***********************************************************************
 NU0917  DESIGNATION -  L 185
 NU0917  PID         -  NU0917
 NU0917  STATE/COUNTY-  ID/CASSIA
 NU0917  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU0917
 NU0917                         *CURRENT SURVEY CONTROL
 NU0917  ___________________________________________________________________
 NU0917* NAD 83(1986)-  42 32 30.     (N)    113 08 15.     (W)     SCALED    
 NU0917* NAVD 88     -      1393.255  (meters)    4571.04   (feet)  ADJUSTED  
 NU0917  ___________________________________________________________________
 NU0917  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 NU0917  DYNAMIC HT  -        1392.406 (meters)    4568.25  (feet)  COMP
 NU0917  MODELED GRAV-     979,963.3   (mgal)                       NAVD 88
 NU0917
 NU0917  VERT ORDER  -  SECOND    CLASS 0
 NU0917
 NU0917.The horizontal coordinates were scaled from a topographic map and have
 NU0917.an estimated accuracy of +/- 6 seconds.
 NU0917
 NU0917.The orthometric height was determined by differential leveling
 NU0917.and adjusted by the National Geodetic Survey in June 1991..
 NU0917
 NU0917.The geoid height was determined by GEOID03.
 NU0917
 NU0917.The dynamic height is computed by dividing the NAVD 88
 NU0917.geopotential number by the normal gravity value computed on the
 NU0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0917.degrees latitude (g = 980.6199 gals.).
 NU0917
 NU0917.The modeled gravity was interpolated from observed gravity values.
 NU0917
 NU0917;                    North         East    Units  Estimated Accuracy
 NU0917;SPC ID C     -    97,550.      570,850.      MT  (+/- 180 meters Scaled)
 NU0917
 NU0917                          SUPERSEDED SURVEY CONTROL
 NU0917
 NU0917  NGVD 29 (??/??/92) 1392.225  (m)         4567.66   (f) ADJ UNCH    2 0
 NU0917
 NU0917.Superseded values are not recommended for survey control.
 NU0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0917.See file dsdata.txt to determine how the superseded data were derived.
 NU0917
 NU0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN244121(NAD 83)
 NU0917_MARKER: DB = BENCH MARK DISK
 NU0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0917_STAMPING: L 185 1935
 NU0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0917+STABILITY: SURFACE MOTION
 NU0917
 NU0917  HISTORY     - Date     Condition        Report By
 NU0917  HISTORY     - 1935     MONUMENTED       CGS
 NU0917  HISTORY     - 1957     MARK NOT FOUND   USGS
 NU0917  HISTORY     - 1980     MARK NOT FOUND   USGS
 NU0917
 NU0917                          STATION DESCRIPTION
 NU0917
 NU0917'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NU0917'4.9 MI NW FROM HEGLAR.
 NU0917'4.9 MILES NORTHWEST ALONG A ROAD FROM HEGLAR, CASSIA COUNTY, AT THE
 NU0917'JUNCTION OF A TRAIL LEADING WEST, 44 FEET SOUTH OF THE CENTERLINE OF
 NU0917'THE TRAIL, 38 FEET WEST OF THE CENTERLINE OF THE ROAD, AT A FENCE
 NU0917'CORNER, 6 FEET WEST OF ONE FENCE, AND 6 FEET SOUTH OF THE OTHER FENCE.
 NU0917'A STANDARD DISK, STAMPED L 185 1935 AND SET IN THE TOP OF A CONCRETE
 NU0917'POST.
 NU0917
 NU0917                          STATION RECOVERY (1980)
 NU0917
 NU0917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 NU0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0500 ***********************************************************************
 NU0500  DESIGNATION -  L 186
 NU0500  PID         -  NU0500
 NU0500  STATE/COUNTY-  ID/ONEIDA
 NU0500  USGS QUAD   -  ROY (1973)
 NU0500
 NU0500                         *CURRENT SURVEY CONTROL
 NU0500  ___________________________________________________________________
 NU0500* NAD 83(1986)-  42 16 15.     (N)    112 51 21.     (W)     SCALED    
 NU0500* NAVD 88     -      1739.878  (meters)    5708.25   (feet)  ADJUSTED  
 NU0500  ___________________________________________________________________
 NU0500  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 NU0500  DYNAMIC HT  -        1738.658 (meters)    5704.25  (feet)  COMP
 NU0500  MODELED GRAV-     979,858.8   (mgal)                       NAVD 88
 NU0500
 NU0500  VERT ORDER  -  SECOND    CLASS 0
 NU0500
 NU0500.The horizontal coordinates were scaled from a topographic map and have
 NU0500.an estimated accuracy of +/- 6 seconds.
 NU0500
 NU0500.The orthometric height was determined by differential leveling
 NU0500.and adjusted by the National Geodetic Survey in June 1991..
 NU0500
 NU0500.The geoid height was determined by GEOID03.
 NU0500
 NU0500.The dynamic height is computed by dividing the NAVD 88
 NU0500.geopotential number by the normal gravity value computed on the
 NU0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0500.degrees latitude (g = 980.6199 gals.).
 NU0500
 NU0500.The modeled gravity was interpolated from observed gravity values.
 NU0500
 NU0500;                    North         East    Units  Estimated Accuracy
 NU0500;SPC ID E     -    67,330.      143,150.      MT  (+/- 180 meters Scaled)
 NU0500
 NU0500                          SUPERSEDED SURVEY CONTROL
 NU0500
 NU0500  NGVD 29 (??/??/92) 1738.721  (m)         5704.45   (f) ADJ UNCH    2 0
 NU0500
 NU0500.Superseded values are not recommended for survey control.
 NU0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0500.See file dsdata.txt to determine how the superseded data were derived.
 NU0500
 NU0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM469815(NAD 83)
 NU0500_MARKER: DB = BENCH MARK DISK
 NU0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0500_STAMPING: L 186 1935
 NU0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0500+STABILITY: SURFACE MOTION
 NU0500
 NU0500  HISTORY     - Date     Condition        Report By
 NU0500  HISTORY     - 1935     MONUMENTED       CGS
 NU0500  HISTORY     - 1938     GOOD             NGS
 NU0500
 NU0500                          STATION DESCRIPTION
 NU0500
 NU0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NU0500'0.6 MI S FROM ROY.
 NU0500'IN ONEIDA COUNTY, 0.6 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE FRAME
 NU0500'SCHOOLHOUSE AT ROY, POWER COUNTY, 6.3 MILES SOUTH ALONG A WINDING
 NU0500'ROAD, AND 2.1 MILES WEST ALONG A ROAD LEADING UP CRAZY CANYON. 2.2
 NU0500'MILES WEST OF THE F.A. COMMONS RANCH HOUSE, 110 FEET SOUTHWEST OF THE
 NU0500'BASE OF A SMALL MOUNTAIN WITH A ROCK OUTCROP ON THE SOUTH SIDE, AND 60
 NU0500'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED L
 NU0500'186 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1013 ***********************************************************************
 QB1013  DESIGNATION -  L 187
 QB1013  PID         -  QB1013
 QB1013  STATE/COUNTY-  ID/VALLEY
 QB1013  USGS QUAD   -  MC CALL (1973)
 QB1013
 QB1013                         *CURRENT SURVEY CONTROL
 QB1013  ___________________________________________________________________
 QB1013* NAD 83(1986)-  44 55 04.     (N)    116 00 33.     (W)     SCALED    
 QB1013* NAVD 88     -      1564.396  (meters)    5132.52   (feet)  ADJUSTED  
 QB1013  ___________________________________________________________________
 QB1013  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 QB1013  DYNAMIC HT  -        1563.686 (meters)    5130.19  (feet)  COMP
 QB1013  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 QB1013
 QB1013  VERT ORDER  -  SECOND    CLASS 0
 QB1013
 QB1013.The horizontal coordinates were scaled from a topographic map and have
 QB1013.an estimated accuracy of +/- 6 seconds.
 QB1013
 QB1013.The orthometric height was determined by differential leveling
 QB1013.and adjusted by the National Geodetic Survey in June 1991..
 QB1013
 QB1013.The geoid height was determined by GEOID03.
 QB1013
 QB1013.The dynamic height is computed by dividing the NAVD 88
 QB1013.geopotential number by the normal gravity value computed on the
 QB1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1013.degrees latitude (g = 980.6199 gals.).
 QB1013
 QB1013.The modeled gravity was interpolated from observed gravity values.
 QB1013
 QB1013;                    North         East    Units  Estimated Accuracy
 QB1013;SPC ID W     -   361,200.      779,540.      MT  (+/- 180 meters Scaled)
 QB1013
 QB1013                          SUPERSEDED SURVEY CONTROL
 QB1013
 QB1013  NGVD 29 (??/??/92) 1563.194  (m)         5128.58   (f) ADJ UNCH    2 0
 QB1013
 QB1013.Superseded values are not recommended for survey control.
 QB1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB1013.See file dsdata.txt to determine how the superseded data were derived.
 QB1013
 QB1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK782742(NAD 83)
 QB1013_MARKER: DB = BENCH MARK DISK
 QB1013_SETTING: 66 = SET IN ROCK OUTCROP
 QB1013_SP_SET: GRANITE OUTCROP
 QB1013_STAMPING: L 187 1959
 QB1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1013+STABILITY: POSITION/ELEVATION WELL
 QB1013
 QB1013  HISTORY     - Date     Condition        Report By
 QB1013  HISTORY     - 1959     MONUMENTED       CGS
 QB1013
 QB1013                          STATION DESCRIPTION
 QB1013
 QB1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QB1013'5.95 MI E FROM MCCALL.
 QB1013'5.95 MILES NORTH AND EAST ALONG AN ASPHALT AND GRAVEL ROAD FROM THE
 QB1013'JUNCTION OF STATE HIGHWAY 15 AT MCCALL, 327 FEET NORTHEAST OF THE
 QB1013'CENTER OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH TO A GRAVEL PIT,
 QB1013'AT THE WEST END OF A LONG GRANITE CUT, IN TOP OF THE NORTHWEST END OF
 QB1013'A MASSIVE GRANITE OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE
 QB1013'GROUND AT THE MARK, 25 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 QB1013'ROAD, 10.2 FEET NORTH-NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP,
 QB1013'2.9 FEET SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST EDGE OF THE OUTCROP,
 QB1013'21.0 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN
 QB1013'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0434 ***********************************************************************
 QZ0434  DESIGNATION -  L 188
 QZ0434  PID         -  QZ0434
 QZ0434  STATE/COUNTY-  ID/VALLEY
 QZ0434  USGS QUAD   -  ENOS LAKE (1969)
 QZ0434
 QZ0434                         *CURRENT SURVEY CONTROL
 QZ0434  ___________________________________________________________________
 QZ0434* NAD 83(1986)-  45 04 12.     (N)    115 48 22.     (W)     SCALED    
 QZ0434* NAVD 88     -      1345.953  (meters)    4415.85   (feet)  ADJUSTED  
 QZ0434  ___________________________________________________________________
 QZ0434  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 QZ0434  DYNAMIC HT  -        1345.355 (meters)    4413.89  (feet)  COMP
 QZ0434  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 QZ0434
 QZ0434  VERT ORDER  -  SECOND    CLASS 0
 QZ0434
 QZ0434.The horizontal coordinates were scaled from a topographic map and have
 QZ0434.an estimated accuracy of +/- 6 seconds.
 QZ0434
 QZ0434.The orthometric height was determined by differential leveling
 QZ0434.and adjusted by the National Geodetic Survey in June 1991..
 QZ0434
 QZ0434.The geoid height was determined by GEOID03.
 QZ0434
 QZ0434.The dynamic height is computed by dividing the NAVD 88
 QZ0434.geopotential number by the normal gravity value computed on the
 QZ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0434.degrees latitude (g = 980.6199 gals.).
 QZ0434
 QZ0434.The modeled gravity was interpolated from observed gravity values.
 QZ0434
 QZ0434;                    North         East    Units  Estimated Accuracy
 QZ0434;SPC ID W     -   378,090.      795,580.      MT  (+/- 180 meters Scaled)
 QZ0434
 QZ0434                          SUPERSEDED SURVEY CONTROL
 QZ0434
 QZ0434  NGVD 29 (??/??/92) 1344.756  (m)         4411.92   (f) ADJ UNCH    2 0
 QZ0434
 QZ0434.Superseded values are not recommended for survey control.
 QZ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0434.See file dsdata.txt to determine how the superseded data were derived.
 QZ0434
 QZ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK939914(NAD 83)
 QZ0434_MARKER: DB = BENCH MARK DISK
 QZ0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QZ0434_SP_SET: CULVERT
 QZ0434_STAMPING: L 188 1959
 QZ0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QZ0434
 QZ0434  HISTORY     - Date     Condition        Report By
 QZ0434  HISTORY     - 1959     MONUMENTED       CGS
 QZ0434  HISTORY     - 1983     GOOD             NGS
 QZ0434
 QZ0434                          STATION DESCRIPTION
 QZ0434
 QZ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0434'11.9 MI NW FROM KRASSEL RANGER STATION.
 QZ0434'4.65 MILES NORTH ALONG SOUTH FORK ROAD FROM KRASSEL RANGER STATION,
 QZ0434'THENCE 7.25 MILES NORTHWEST AND WEST ALONG A GRAVEL ROAD, IN TOP OF A
 QZ0434'FLAT 4-BY 8-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 0.8 FOOT ABOVE
 QZ0434'THE GROUND, 17 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 30
 QZ0434'FEET EAST-NORTHEAST OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT
 QZ0434'UNDER THE ROAD, 6.8 FEET EAST OF A WITNESS POST, AND ABOUT 0.6 FOOT
 QZ0434'HIGHER THAN THE ROAD.
 QZ0434
 QZ0434                          STATION RECOVERY (1983)
 QZ0434
 QZ0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QZ0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0455 ***********************************************************************
 QZ0455  DESIGNATION -  L 189
 QZ0455  PID         -  QZ0455
 QZ0455  STATE/COUNTY-  ID/IDAHO
 QZ0455  USGS QUAD   -  BURGDORF (1989)
 QZ0455
 QZ0455                         *CURRENT SURVEY CONTROL
 QZ0455  ___________________________________________________________________
 QZ0455* NAD 83(1986)-  45 15 56.     (N)    115 54 21.     (W)     SCALED    
 QZ0455* NAVD 88     -      1849.080  (meters)    6066.52   (feet)  ADJUSTED  
 QZ0455  ___________________________________________________________________
 QZ0455  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 QZ0455  DYNAMIC HT  -        1848.217 (meters)    6063.69  (feet)  COMP
 QZ0455  MODELED GRAV-     980,084.1   (mgal)                       NAVD 88
 QZ0455
 QZ0455  VERT ORDER  -  SECOND    CLASS 0
 QZ0455
 QZ0455.The horizontal coordinates were scaled from a topographic map and have
 QZ0455.an estimated accuracy of +/- 6 seconds.
 QZ0455
 QZ0455.The orthometric height was determined by differential leveling
 QZ0455.and adjusted by the National Geodetic Survey in June 1991..
 QZ0455
 QZ0455.The geoid height was determined by GEOID03.
 QZ0455
 QZ0455.The dynamic height is computed by dividing the NAVD 88
 QZ0455.geopotential number by the normal gravity value computed on the
 QZ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0455.degrees latitude (g = 980.6199 gals.).
 QZ0455
 QZ0455.The modeled gravity was interpolated from observed gravity values.
 QZ0455
 QZ0455;                    North         East    Units  Estimated Accuracy
 QZ0455;SPC ID W     -   399,830.      787,770.      MT  (+/- 180 meters Scaled)
 QZ0455
 QZ0455                          SUPERSEDED SURVEY CONTROL
 QZ0455
 QZ0455  NGVD 29 (??/??/92) 1847.794  (m)         6062.30   (f) ADJ UNCH    2 0
 QZ0455
 QZ0455.Superseded values are not recommended for survey control.
 QZ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0455.See file dsdata.txt to determine how the superseded data were derived.
 QZ0455
 QZ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL858130(NAD 83)
 QZ0455_MARKER: DB = BENCH MARK DISK
 QZ0455_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0455_SP_SET: GRANITE OUTCROP
 QZ0455_STAMPING: L 189 1959
 QZ0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0455+STABILITY: POSITION/ELEVATION WELL
 QZ0455
 QZ0455  HISTORY     - Date     Condition        Report By
 QZ0455  HISTORY     - 1959     MONUMENTED       CGS
 QZ0455
 QZ0455                          STATION DESCRIPTION
 QZ0455
 QZ0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 QZ0455'1.05 MI S FROM BURGDORF.
 QZ0455'1.05 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO MCCALL FROM THE STORE
 QZ0455'AT BURGDORF, 0.7 MILE SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING
 QZ0455'SOUTH TO BURGDORF GUARD STATION, NEAR A POINT WHERE A CREEK CURVES
 QZ0455'TOWARDS THE ROAD, AT THE SOUTHEAST END OF A CUT, IN TOP OF A 6-BY
 QZ0455'8-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND,
 QZ0455'46 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 7.0 FEET NORTHWEST
 QZ0455'OF A WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0226 ***********************************************************************
 OX0226  DESIGNATION -  L 19
 OX0226  PID         -  OX0226
 OX0226  STATE/COUNTY-  ID/BONNEVILLE
 OX0226  USGS QUAD   -  STOUTS MTN (1977)
 OX0226
 OX0226                         *CURRENT SURVEY CONTROL
 OX0226  ___________________________________________________________________
 OX0226* NAD 83(1986)-  43 33 31.     (N)    111 16 48.     (W)     SCALED    
 OX0226* NAVD 88     -      1806.433  (meters)    5926.61   (feet)  ADJUSTED  
 OX0226  ___________________________________________________________________
 OX0226  GEOID HEIGHT-         -10.02  (meters)                     GEOID03
 OX0226  DYNAMIC HT  -        1805.334 (meters)    5923.00  (feet)  COMP
 OX0226  MODELED GRAV-     979,946.6   (mgal)                       NAVD 88
 OX0226
 OX0226  VERT ORDER  -  FIRST     CLASS II
 OX0226
 OX0226.The horizontal coordinates were scaled from a topographic map and have
 OX0226.an estimated accuracy of +/- 6 seconds.
 OX0226
 OX0226.The orthometric height was determined by differential leveling
 OX0226.and adjusted by the National Geodetic Survey in June 1991..
 OX0226
 OX0226.The geoid height was determined by GEOID03.
 OX0226
 OX0226.The dynamic height is computed by dividing the NAVD 88
 OX0226.geopotential number by the normal gravity value computed on the
 OX0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0226.degrees latitude (g = 980.6199 gals.).
 OX0226
 OX0226.The modeled gravity was interpolated from observed gravity values.
 OX0226
 OX0226;                    North         East    Units  Estimated Accuracy
 OX0226;SPC ID E     -   210,540.      271,640.      MT  (+/- 180 meters Scaled)
 OX0226
 OX0226                          SUPERSEDED SURVEY CONTROL
 OX0226
 OX0226  NGVD 29 (??/??/92) 1805.224  (m)         5922.64   (f) ADJ UNCH    1 2
 OX0226
 OX0226.Superseded values are not recommended for survey control.
 OX0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0226.See file dsdata.txt to determine how the superseded data were derived.
 OX0226
 OX0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP773228(NAD 83)
 OX0226_MARKER: DB = BENCH MARK DISK
 OX0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0226_STAMPING: L 19 1934
 OX0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0226+STABILITY: SURFACE MOTION
 OX0226
 OX0226  HISTORY     - Date     Condition        Report By
 OX0226  HISTORY     - 1934     MONUMENTED       CGS
 OX0226  HISTORY     - 1974     MARK NOT FOUND   USGS
 OX0226  HISTORY     - 20001010 MARK NOT FOUND   IDTD
 OX0226
 OX0226                          STATION DESCRIPTION
 OX0226
 OX0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0226'10.6 MI SW FROM VICTOR.
 OX0226'IN BONNEVILLE COUNTY, 10.6 MILES SOUTHWEST ALONG STATE HIGHWAY 31 FROM
 OX0226'VICTOR, TETON COUNTY, 6.2 MILES NORTHEAST OF THE BRIDGE OVER PINE
 OX0226'CREEK, 4.2 MILES NORTHEAST OF A PIPE LINE, 3.9 MILES SOUTHWEST OF PINE
 OX0226'CREEK PASS, 80.7 FEET SOUTH OF RIGHT-OF-WAY POST 56, 35.3 FEET
 OX0226'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET LOWER THAN
 OX0226'THE HIGHWAY.  A STANDARD DISK, STAMPED L 19 1934 AND SET IN THE TOP OF
 OX0226'A CONCRETE POST.
 OX0226
 OX0226                          STATION RECOVERY (1974)
 OX0226
 OX0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0226'MARK NOT FOUND.
 OX0226
 OX0226                          STATION RECOVERY (2000)
 OX0226
 OX0226'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 OX0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0948 ***********************************************************************
 RA0948  DESIGNATION -  L 190
 RA0948  PID         -  RA0948
 RA0948  STATE/COUNTY-  ID/IDAHO
 RA0948  USGS QUAD   -  KELLY MOUNTAIN (1995)
 RA0948
 RA0948                         *CURRENT SURVEY CONTROL
 RA0948  ___________________________________________________________________
 RA0948* NAD 83(1986)-  45 23 07.     (N)    116 00 57.     (W)     SCALED    
 RA0948* NAVD 88     -      1390.463  (meters)    4561.88   (feet)  ADJUSTED  
 RA0948  ___________________________________________________________________
 RA0948  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 RA0948  DYNAMIC HT  -        1389.967 (meters)    4560.25  (feet)  COMP
 RA0948  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 RA0948
 RA0948  VERT ORDER  -  SECOND    CLASS 0
 RA0948
 RA0948.The horizontal coordinates were scaled from a topographic map and have
 RA0948.an estimated accuracy of +/- 6 seconds.
 RA0948
 RA0948.The orthometric height was determined by differential leveling
 RA0948.and adjusted by the National Geodetic Survey in June 1991..
 RA0948
 RA0948.The geoid height was determined by GEOID03.
 RA0948
 RA0948.The dynamic height is computed by dividing the NAVD 88
 RA0948.geopotential number by the normal gravity value computed on the
 RA0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0948.degrees latitude (g = 980.6199 gals.).
 RA0948
 RA0948.The modeled gravity was interpolated from observed gravity values.
 RA0948
 RA0948;                    North         East    Units  Estimated Accuracy
 RA0948;SPC ID W     -   413,160.      779,180.      MT  (+/- 180 meters Scaled)
 RA0948
 RA0948                          SUPERSEDED SURVEY CONTROL
 RA0948
 RA0948  NGVD 29 (??/??/92) 1389.313  (m)         4558.10   (f) ADJ UNCH    2 0
 RA0948
 RA0948.Superseded values are not recommended for survey control.
 RA0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0948.See file dsdata.txt to determine how the superseded data were derived.
 RA0948
 RA0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL770262(NAD 83)
 RA0948_MARKER: DB = BENCH MARK DISK
 RA0948_SETTING: 66 = SET IN ROCK OUTCROP
 RA0948_SP_SET: GRANITE OUTCROP
 RA0948_STAMPING: L 190 1959
 RA0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0948+STABILITY: POSITION/ELEVATION WELL
 RA0948
 RA0948  HISTORY     - Date     Condition        Report By
 RA0948  HISTORY     - 1959     MONUMENTED       CGS
 RA0948
 RA0948                          STATION DESCRIPTION
 RA0948
 RA0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RA0948'9.8 MI S FROM FRENCH CREEK.
 RA0948'9.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE ABANDONED LODGE AT FRENCH
 RA0948'CREEK, NEAR THE CENTER OF A GRANITE CUT, SET VERTICALLY IN THE
 RA0948'NORTHEAST FACE OF A GRANITE OUTCROP WHICH PROJECTS ABOUT 30 FEET ABOVE
 RA0948'THE ROAD, 7 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 19.2 FEET
 RA0948'NORTHWEST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0490 ***********************************************************************
 OX0490  DESIGNATION -  L 20
 OX0490  PID         -  OX0490
 OX0490  STATE/COUNTY-  ID/BONNEVILLE
 OX0490  USGS QUAD   -  UCON (1979)
 OX0490
 OX0490                         *CURRENT SURVEY CONTROL
 OX0490  ___________________________________________________________________
 OX0490* NAD 83(1986)-  43 31 04.     (N)    111 56 40.     (W)     SCALED    
 OX0490* NAVD 88     -      1454.018  (meters)    4770.39   (feet)  ADJUSTED  
 OX0490  ___________________________________________________________________
 OX0490  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 OX0490  DYNAMIC HT  -        1453.256 (meters)    4767.89  (feet)  COMP
 OX0490  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 OX0490
 OX0490  VERT ORDER  -  FIRST     CLASS II
 OX0490
 OX0490.The horizontal coordinates were scaled from a topographic map and have
 OX0490.an estimated accuracy of +/- 6 seconds.
 OX0490
 OX0490.The orthometric height was determined by differential leveling
 OX0490.and adjusted by the National Geodetic Survey in June 1991..
 OX0490
 OX0490.The geoid height was determined by GEOID03.
 OX0490
 OX0490.The dynamic height is computed by dividing the NAVD 88
 OX0490.geopotential number by the normal gravity value computed on the
 OX0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0490.degrees latitude (g = 980.6199 gals.).
 OX0490
 OX0490.The modeled gravity was interpolated from observed gravity values.
 OX0490
 OX0490;                    North         East    Units  Estimated Accuracy
 OX0490;SPC ID E     -   205,640.      217,970.      MT  (+/- 180 meters Scaled)
 OX0490
 OX0490                          SUPERSEDED SURVEY CONTROL
 OX0490
 OX0490  NGVD 29 (??/??/92) 1452.942  (m)         4766.86   (f) ADJ UNCH    1 2
 OX0490
 OX0490.Superseded values are not recommended for survey control.
 OX0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0490.See file dsdata.txt to determine how the superseded data were derived.
 OX0490
 OX0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP236187(NAD 83)
 OX0490_MARKER: DB = BENCH MARK DISK
 OX0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0490_STAMPING: L 20 1934
 OX0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0490+STABILITY: SURFACE MOTION
 OX0490
 OX0490  HISTORY     - Date     Condition        Report By
 OX0490  HISTORY     - 1934     MONUMENTED       CGS
 OX0490
 OX0490                          STATION DESCRIPTION
 OX0490
 OX0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0490'1.7 MI W FROM IONA.
 OX0490'1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM IONA, BONNEVILLE
 OX0490'COUNTY, 1.0 MILE EAST OF LINCOLN, AT MILEAGE 3.56, 60 FEET SOUTHWEST
 OX0490'OF THE CENTER OF A ROAD CROSSING, 41 FEET WEST OF THE CENTERLINE OF
 OX0490'THE ROAD, 39.4 FEET SOUTH OF THE SOUTH RAIL, AND 10.3 FEET WEST OF THE
 OX0490'WEST EDGE OF AN IRRIGATION DITCH.  A STANDARD DISK, STAMPED L 20 1934
 OX0490'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0645 ***********************************************************************
 RY0645  DESIGNATION -  L 201
 RY0645  PID         -  RY0645
 RY0645  STATE/COUNTY-  ID/CLEARWATER
 RY0645  USGS QUAD   -  JAYPE (1994)
 RY0645
 RY0645                         *CURRENT SURVEY CONTROL
 RY0645  ___________________________________________________________________
 RY0645* NAD 83(1986)-  46 36 17.     (N)    115 47 05.     (W)     SCALED    
 RY0645* NAVD 88     -      1033.559  (meters)    3390.93   (feet)  ADJUSTED  
 RY0645  ___________________________________________________________________
 RY0645  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 RY0645  DYNAMIC HT  -        1033.400 (meters)    3390.41  (feet)  COMP
 RY0645  MODELED GRAV-     980,424.9   (mgal)                       NAVD 88
 RY0645
 RY0645  VERT ORDER  -  SECOND    CLASS 0
 RY0645
 RY0645.The horizontal coordinates were scaled from a topographic map and have
 RY0645.an estimated accuracy of +/- 6 seconds.
 RY0645
 RY0645.The orthometric height was determined by differential leveling
 RY0645.and adjusted by the National Geodetic Survey in June 1991..
 RY0645
 RY0645.The geoid height was determined by GEOID03.
 RY0645
 RY0645.The dynamic height is computed by dividing the NAVD 88
 RY0645.geopotential number by the normal gravity value computed on the
 RY0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0645.degrees latitude (g = 980.6199 gals.).
 RY0645
 RY0645.The modeled gravity was interpolated from observed gravity values.
 RY0645
 RY0645;                    North         East    Units  Estimated Accuracy
 RY0645;SPC ID W     -   548,660.      797,340.      MT  (+/- 180 meters Scaled)
 RY0645
 RY0645                          SUPERSEDED SURVEY CONTROL
 RY0645
 RY0645  NGVD 29 (??/??/92) 1032.406  (m)         3387.15   (f) ADJ UNCH    2 0
 RY0645
 RY0645.Superseded values are not recommended for survey control.
 RY0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0645.See file dsdata.txt to determine how the superseded data were derived.
 RY0645
 RY0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM930619(NAD 83)
 RY0645_MARKER: DB = BENCH MARK DISK
 RY0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RY0645_SP_SET: SIGNAL BASE
 RY0645_STAMPING: L 201 1959
 RY0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RY0645
 RY0645  HISTORY     - Date     Condition        Report By
 RY0645  HISTORY     - 1959     MONUMENTED       CGS
 RY0645
 RY0645                          STATION DESCRIPTION
 RY0645
 RY0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0645'2.5 MI S FROM HEADQUARTERS.
 RY0645'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 RY0645'HEADQUARTERS, AT THE CROSSING OF THE NORTHERN PACIFIC COMPANY
 RY0645'RAILROAD, IN THE CONCRETE BASE FOR THE RAILROAD CROSSING SIGNAL, 26
 RY0645'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13.6 FEET WEST OF THE
 RY0645'WEST RAIL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0648 ***********************************************************************
 RY0648  DESIGNATION -  L 202
 RY0648  PID         -  RY0648
 RY0648  STATE/COUNTY-  ID/CLEARWATER
 RY0648  USGS QUAD   -  HEADQUARTERS (1994)
 RY0648
 RY0648                         *CURRENT SURVEY CONTROL
 RY0648  ___________________________________________________________________
 RY0648* NAD 83(1986)-  46 37 55.     (N)    115 49 00.     (W)     SCALED    
 RY0648* NAVD 88     -       953.912  (meters)    3129.63   (feet)  ADJUSTED  
 RY0648  ___________________________________________________________________
 RY0648  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 RY0648  DYNAMIC HT  -         953.787 (meters)    3129.22  (feet)  COMP
 RY0648  MODELED GRAV-     980,450.9   (mgal)                       NAVD 88
 RY0648
 RY0648  VERT ORDER  -  SECOND    CLASS 0
 RY0648
 RY0648.The horizontal coordinates were scaled from a topographic map and have
 RY0648.an estimated accuracy of +/- 6 seconds.
 RY0648
 RY0648.The orthometric height was determined by differential leveling
 RY0648.and adjusted by the National Geodetic Survey in June 1991..
 RY0648
 RY0648.The geoid height was determined by GEOID03.
 RY0648
 RY0648.The dynamic height is computed by dividing the NAVD 88
 RY0648.geopotential number by the normal gravity value computed on the
 RY0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0648.degrees latitude (g = 980.6199 gals.).
 RY0648
 RY0648.The modeled gravity was interpolated from observed gravity values.
 RY0648
 RY0648;                    North         East    Units  Estimated Accuracy
 RY0648;SPC ID W     -   551,680.      794,900.      MT  (+/- 180 meters Scaled)
 RY0648
 RY0648                          SUPERSEDED SURVEY CONTROL
 RY0648
 RY0648  NGVD 29 (??/??/92)  952.782  (m)         3125.92   (f) ADJ UNCH    2 0
 RY0648
 RY0648.Superseded values are not recommended for survey control.
 RY0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0648.See file dsdata.txt to determine how the superseded data were derived.
 RY0648
 RY0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM905649(NAD 83)
 RY0648_MARKER: DB = BENCH MARK DISK
 RY0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RY0648_SP_SET: ABUTMENT
 RY0648_STAMPING: L 202 1959
 RY0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0648
 RY0648  HISTORY     - Date     Condition        Report By
 RY0648  HISTORY     - 1959     MONUMENTED       CGS
 RY0648
 RY0648                          STATION DESCRIPTION
 RY0648
 RY0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0648'0.2 MI N FROM HEADQUARTERS.
 RY0648'ABOUT 0.2 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 RY0648'HEADQUARTERS, IN THE TOP OF THE SOUTHEAST END OF THE NORTH CONCRETE
 RY0648'ABUTMENT OF A SMALL BRIDGE CARRYING PIPE ACROSS A STREAM, 52 FEET WEST
 RY0648'OF THE WEST RAIL OF A LOGGING COMPANY RAILROAD, 63 FEET
 RY0648'SOUTH-SOUTHWEST OF A SWITCH STAND, AND 115 FEET SOUTH OF THE CENTER OF
 RY0648'THE GRAVEL ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0632 ***********************************************************************
 RY0632  DESIGNATION -  L 203
 RY0632  PID         -  RY0632
 RY0632  STATE/COUNTY-  ID/CLEARWATER
 RY0632  USGS QUAD   -  JOHN LEWIS MMOUNTAIN (1994)
 RY0632
 RY0632                         *CURRENT SURVEY CONTROL
 RY0632  ___________________________________________________________________
 RY0632* NAD 83(1986)-  46 39 38.     (N)    115 58 57.     (W)     SCALED    
 RY0632* NAVD 88     -       596.569  (meters)    1957.24   (feet)  ADJUSTED  
 RY0632  ___________________________________________________________________
 RY0632  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 RY0632  DYNAMIC HT  -         596.539 (meters)    1957.14  (feet)  COMP
 RY0632  MODELED GRAV-     980,544.6   (mgal)                       NAVD 88
 RY0632
 RY0632  VERT ORDER  -  SECOND    CLASS 0
 RY0632
 RY0632.The horizontal coordinates were scaled from a topographic map and have
 RY0632.an estimated accuracy of +/- 6 seconds.
 RY0632
 RY0632.The orthometric height was determined by differential leveling
 RY0632.and adjusted by the National Geodetic Survey in June 1991..
 RY0632
 RY0632.The geoid height was determined by GEOID03.
 RY0632
 RY0632.The dynamic height is computed by dividing the NAVD 88
 RY0632.geopotential number by the normal gravity value computed on the
 RY0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0632.degrees latitude (g = 980.6199 gals.).
 RY0632
 RY0632.The modeled gravity was interpolated from observed gravity values.
 RY0632
 RY0632;                    North         East    Units  Estimated Accuracy
 RY0632;SPC ID W     -   554,890.      782,210.      MT  (+/- 180 meters Scaled)
 RY0632
 RY0632                          SUPERSEDED SURVEY CONTROL
 RY0632
 RY0632  NGVD 29 (??/??/92)  595.495  (m)         1953.72   (f) ADJ UNCH    2 0
 RY0632
 RY0632.Superseded values are not recommended for survey control.
 RY0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0632.See file dsdata.txt to determine how the superseded data were derived.
 RY0632
 RY0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM778679(NAD 83)
 RY0632_MARKER: DB = BENCH MARK DISK
 RY0632_SETTING: 80 = SET IN A BOULDER
 RY0632_STAMPING: L 203 1959
 RY0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0632+STABILITY: SURFACE MOTION
 RY0632
 RY0632  HISTORY     - Date     Condition        Report By
 RY0632  HISTORY     - 1959     MONUMENTED       CGS
 RY0632  HISTORY     - 1980     GOOD             USGS
 RY0632
 RY0632                          STATION DESCRIPTION
 RY0632
 RY0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0632'26.9 MI NW FROM PIERCE.
 RY0632'ABOUT 5.95 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE PUBLIC
 RY0632'LIBRARY AT PIERCE, THENCE 20.95 MILES NORTHWEST ALONG A GRAVEL ROAD,
 RY0632'IN THE TOP OF A 4-BY 4-FOOT BOULDER, 15 FEET NORTH OF THE CENTER LINE
 RY0632'OF THE ROAD, 15.5 FEET SOUTHWEST OF A WITNESS POST PLAQUE NAILED TO A
 RY0632'PINE TREE, AND ABOUT 6 FEET HIGHER THAN THE ROAD.
 RY0632
 RY0632                          STATION RECOVERY (1980)
 RY0632
 RY0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RY0632'ABOUT 5.95 MI NW. ALONG STATE HIGHWAY FROM THE PUBLIC LIBRARY AT
 RY0632'PIERCE, THENCE 20.95 MI NW. ALONG A GRAVEL ROAD, ABOUT 0.2 MI NW. OF
 RY0632'THE S. 1/4 CORNER OF SECTION S/T 38 N/R 4 E, 0.05 MI N. OF BIG CREEK,
 RY0632'IN THE TOP OF A 4- BY 4- FT BOULDER, 15 FT N. OF THE CENTER LINE OF
 RY0632'THE ROAD, 15.5 FT SW. OF A WITNESS POST PLAQUE NAILED TO A PINE TREE,
 RY0632'AND ABOUT 6 FT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0588 ***********************************************************************
 RY0588  DESIGNATION -  L 204
 RY0588  PID         -  RY0588
 RY0588  STATE/COUNTY-  ID/CLEARWATER
 RY0588  USGS QUAD   -  BERTHA HILL (1994)
 RY0588
 RY0588                         *CURRENT SURVEY CONTROL
 RY0588  ___________________________________________________________________
 RY0588* NAD 83(1986)-  46 51 22.     (N)    115 50 14.     (W)     SCALED    
 RY0588* NAVD 88     -       449.275  (meters)    1474.00   (feet)  ADJUSTED  
 RY0588  ___________________________________________________________________
 RY0588  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 RY0588  DYNAMIC HT  -         449.179 (meters)    1473.68  (feet)  COMP
 RY0588  MODELED GRAV-     980,390.3   (mgal)                       NAVD 88
 RY0588
 RY0588  VERT ORDER  -  SECOND    CLASS 0
 RY0588
 RY0588.The horizontal coordinates were scaled from a topographic map and have
 RY0588.an estimated accuracy of +/- 6 seconds.
 RY0588
 RY0588.The orthometric height was determined by differential leveling
 RY0588.and adjusted by the National Geodetic Survey in June 1991..
 RY0588
 RY0588.The geoid height was determined by GEOID03.
 RY0588
 RY0588.The dynamic height is computed by dividing the NAVD 88
 RY0588.geopotential number by the normal gravity value computed on the
 RY0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0588.degrees latitude (g = 980.6199 gals.).
 RY0588
 RY0588.The modeled gravity was interpolated from observed gravity values.
 RY0588
 RY0588;                    North         East    Units  Estimated Accuracy
 RY0588;SPC ID W     -   576,600.      793,350.      MT  (+/- 180 meters Scaled)
 RY0588
 RY0588                          SUPERSEDED SURVEY CONTROL
 RY0588
 RY0588  NGVD 29 (??/??/92)  448.084  (m)         1470.09   (f) ADJ UNCH    2 0
 RY0588
 RY0588.Superseded values are not recommended for survey control.
 RY0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0588.See file dsdata.txt to determine how the superseded data were derived.
 RY0588
 RY0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM886898(NAD 83)
 RY0588_MARKER: DB = BENCH MARK DISK
 RY0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0588_STAMPING: L 204 1959
 RY0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0588+STABILITY: SURFACE MOTION
 RY0588
 RY0588  HISTORY     - Date     Condition        Report By
 RY0588  HISTORY     - 1959     MONUMENTED       CGS
 RY0588
 RY0588                          STATION DESCRIPTION
 RY0588
 RY0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RY0588'42.0 MI NE FROM AHSAHKA.
 RY0588'ABOUT 42.0 MILES UPSTREAM ALONG THE NORTH FORK OF THE CLEARWATER RIVER
 RY0588'FROM THE RIVER BRIDGE AT AHSAHKA, ALONG THE EAST SIDE OF THE RIVER,
 RY0588'0.35 MILE SOUTH OF LARSONS BAR CABIN, 0.1 MILE NORTH OF A Y JUNCTION
 RY0588'OF ROADS, 12 FEET EAST OF THE CENTER LINE OF A ROAD, 1.2 FEET EAST OF
 RY0588'A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP
 RY0588'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0275 ***********************************************************************
 RY0275  DESIGNATION -  L 216
 RY0275  PID         -  RY0275
 RY0275  STATE/COUNTY-  ID/IDAHO
 RY0275  USGS QUAD   -  WEITAS BUTTE (1994)
 RY0275
 RY0275                         *CURRENT SURVEY CONTROL
 RY0275  ___________________________________________________________________
 RY0275* NAD 83(1986)-  46 25 22.     (N)    115 25 52.     (W)     SCALED    
 RY0275* NAVD 88     -      1703.630  (meters)    5589.33   (feet)  ADJUSTED  
 RY0275  ___________________________________________________________________
 RY0275  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 RY0275  DYNAMIC HT  -        1703.117 (meters)    5587.64  (feet)  COMP
 RY0275  MODELED GRAV-     980,252.6   (mgal)                       NAVD 88
 RY0275
 RY0275  VERT ORDER  -  FIRST     CLASS II
 RY0275
 RY0275.The horizontal coordinates were scaled from a topographic map and have
 RY0275.an estimated accuracy of +/- 6 seconds.
 RY0275
 RY0275.The orthometric height was determined by differential leveling
 RY0275.and adjusted by the National Geodetic Survey in June 1991..
 RY0275
 RY0275.The geoid height was determined by GEOID03.
 RY0275
 RY0275.The dynamic height is computed by dividing the NAVD 88
 RY0275.geopotential number by the normal gravity value computed on the
 RY0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0275.degrees latitude (g = 980.6199 gals.).
 RY0275
 RY0275.The modeled gravity was interpolated from observed gravity values.
 RY0275
 RY0275;                    North         East    Units  Estimated Accuracy
 RY0275;SPC ID W     -   528,480.      824,510.      MT  (+/- 180 meters Scaled)
 RY0275
 RY0275                          SUPERSEDED SURVEY CONTROL
 RY0275
 RY0275  NGVD 29 (??/??/92) 1702.348  (m)         5585.12   (f) ADJ UNCH    1 2
 RY0275
 RY0275.Superseded values are not recommended for survey control.
 RY0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0275.See file dsdata.txt to determine how the superseded data were derived.
 RY0275
 RY0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM205422(NAD 83)
 RY0275_MARKER: DB = BENCH MARK DISK
 RY0275_SETTING: 80 = SET IN A BOULDER
 RY0275_STAMPING: L 216 1935
 RY0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0275+STABILITY: SURFACE MOTION
 RY0275
 RY0275  HISTORY     - Date     Condition        Report By
 RY0275  HISTORY     - 1935     MONUMENTED       CGS
 RY0275  HISTORY     - 1950     GOOD             NGS
 RY0275
 RY0275                          STATION DESCRIPTION
 RY0275
 RY0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RY0275'5.2 MI W FROM SHERMAN SADDLE.
 RY0275'5.2 MILES WEST ALONG THE LOLO TRAIL ROAD FROM SHERMAN SADDLE, 107 FEET
 RY0275'NORTHEAST OF THE NORTHEAST CORNER OF A 3- BY -6 FOOT LOG BRIDGE OVER A
 RY0275'SMALL CREEK, 68 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 RY0275'44.7 FEET NORTHWEST OF A 10-INCH SPRUCE TREE MARKED WITH A WHITE
 RY0275'PAINTED TRIANGULAR BLAZE, 25.7 FEET NORTHWEST OF A 6-INCH SPRUCE TREE
 RY0275'MARKED WITH A WHITE PAINTED TRIANGULAR BLAZE, IN THE TOP OF A SMALL
 RY0275'GRANITE BOULDER WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND, ABOUT 8
 RY0275'FEET LOWER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0260 ***********************************************************************
 QB0260  DESIGNATION -  L 217
 QB0260  PID         -  QB0260
 QB0260  STATE/COUNTY-  ID/WASHINGTON
 QB0260  USGS QUAD   -  OLDS FERRY (1974)
 QB0260
 QB0260                         *CURRENT SURVEY CONTROL
 QB0260  ___________________________________________________________________
 QB0260* NAD 83(1986)-  44 15 35.     (N)    117 08 53.     (W)     SCALED    
 QB0260* NAVD 88     -       635.535  (meters)    2085.08   (feet)  ADJUSTED  
 QB0260  ___________________________________________________________________
 QB0260  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 QB0260  DYNAMIC HT  -         635.365 (meters)    2084.53  (feet)  COMP
 QB0260  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 QB0260
 QB0260  VERT ORDER  -  FIRST     CLASS II
 QB0260
 QB0260.The horizontal coordinates were scaled from a topographic map and have
 QB0260.an estimated accuracy of +/- 6 seconds.
 QB0260
 QB0260.The orthometric height was determined by differential leveling
 QB0260.and adjusted by the National Geodetic Survey in June 1991..
 QB0260
 QB0260.The geoid height was determined by GEOID03.
 QB0260
 QB0260.The dynamic height is computed by dividing the NAVD 88
 QB0260.geopotential number by the normal gravity value computed on the
 QB0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0260.degrees latitude (g = 980.6199 gals.).
 QB0260
 QB0260.The modeled gravity was interpolated from observed gravity values.
 QB0260
 QB0260;                    North         East    Units  Estimated Accuracy
 QB0260;SPC ID W     -   289,000.      688,370.      MT  (+/- 180 meters Scaled)
 QB0260
 QB0260                          SUPERSEDED SURVEY CONTROL
 QB0260
 QB0260  NGVD 29 (??/??/92)  634.559  (m)         2081.88   (f) ADJ UNCH    1 2
 QB0260
 QB0260.Superseded values are not recommended for survey control.
 QB0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0260.See file dsdata.txt to determine how the superseded data were derived.
 QB0260
 QB0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK881007(NAD 83)
 QB0260_MARKER: DB = BENCH MARK DISK
 QB0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0260_STAMPING: L 217 1941
 QB0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0260+STABILITY: SURFACE MOTION
 QB0260
 QB0260  HISTORY     - Date     Condition        Report By
 QB0260  HISTORY     - 1941     MONUMENTED       CGS
 QB0260  HISTORY     - 1950     MARK NOT FOUND   USGS
 QB0260
 QB0260                          STATION DESCRIPTION
 QB0260
 QB0260'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 QB0260'4.0 MI SE FROM OLDS FERRY.
 QB0260'4.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM OLDS FERRY,
 QB0260'WASHINGTON COUNTY, BETWEEN THE SECOND AND THIRD POLES WEST OF MILEPOST
 QB0260'526, NEAR A SLOUGH, 80 FEET NORTH OF THE CENTERLINE OF THE TRACK, 9
 QB0260'FEET EAST OF A FENCE CORNER, AND NEAR A WHITE WOODEN WITNESS POST. A
 QB0260'STANDARD DISK, STAMPED L 217 1941 AND SET IN THE TOP OF A CONCRETE
 QB0260'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0307 ***********************************************************************
 QB0307  DESIGNATION -  L 218
 QB0307  PID         -  QB0307
 QB0307  STATE/COUNTY-  ID/PAYETTE
 QB0307  USGS QUAD   -  PAYETTE (1974)
 QB0307
 QB0307                         *CURRENT SURVEY CONTROL
 QB0307  ___________________________________________________________________
 QB0307* NAD 83(1986)-  44 04 44.     (N)    116 56 10.     (W)     SCALED    
 QB0307* NAVD 88     -       654.789  (meters)    2148.25   (feet)  ADJUSTED  
 QB0307  ___________________________________________________________________
 QB0307  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 QB0307  DYNAMIC HT  -         654.597 (meters)    2147.62  (feet)  COMP
 QB0307  MODELED GRAV-     980,304.6   (mgal)                       NAVD 88
 QB0307
 QB0307  VERT ORDER  -  FIRST     CLASS II
 QB0307
 QB0307.The horizontal coordinates were scaled from a topographic map and have
 QB0307.an estimated accuracy of +/- 6 seconds.
 QB0307
 QB0307.The orthometric height was determined by differential leveling
 QB0307.and adjusted by the National Geodetic Survey in June 1991..
 QB0307
 QB0307.The geoid height was determined by GEOID03.
 QB0307
 QB0307.The dynamic height is computed by dividing the NAVD 88
 QB0307.geopotential number by the normal gravity value computed on the
 QB0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0307.degrees latitude (g = 980.6199 gals.).
 QB0307
 QB0307.The modeled gravity was interpolated from observed gravity values.
 QB0307
 QB0307;                    North         East    Units  Estimated Accuracy
 QB0307;SPC ID W     -   268,640.      705,000.      MT  (+/- 180 meters Scaled)
 QB0307
 QB0307                          SUPERSEDED SURVEY CONTROL
 QB0307
 QB0307  NGVD 29 (??/??/92)  653.814  (m)         2145.05   (f) ADJ UNCH    1 2
 QB0307
 QB0307.Superseded values are not recommended for survey control.
 QB0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0307.See file dsdata.txt to determine how the superseded data were derived.
 QB0307
 QB0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ051806(NAD 83)
 QB0307_MARKER: DB = BENCH MARK DISK
 QB0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0307_STAMPING: L 218 1941
 QB0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0307+STABILITY: SURFACE MOTION
 QB0307
 QB0307  HISTORY     - Date     Condition        Report By
 QB0307  HISTORY     - 1941     MONUMENTED       CGS
 QB0307  HISTORY     - 1945     GOOD             NGS
 QB0307  HISTORY     - 1983     MARK NOT FOUND   NGS
 QB0307
 QB0307                          STATION DESCRIPTION
 QB0307
 QB0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 QB0307'IN PAYETTE.
 QB0307'AT PAYETTE, PAYETTE COUNTY, 0.3 MILE NORTH ALONG THE UNION PACIFIC
 QB0307'RAILROAD FROM THE STATION, 40 FEET WEST OF MILEPOST 503, 20 FEET EAST
 QB0307'OF THE CENTERLINE OF A ROAD, AND NEAR A WHITE WOODEN WITNESS POST.  A
 QB0307'STANDARD DISK, STAMPED L 218 1941 AND SET IN THE TOP OF A CONCRETE
 QB0307'POST.
 QB0307
 QB0307                          STATION RECOVERY (1983)
 QB0307
 QB0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0307'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0240 ***********************************************************************
 NV0240  DESIGNATION -  L 219
 NV0240  PID         -  NV0240
 NV0240  STATE/COUNTY-  ID/GOODING
 NV0240  USGS QUAD   -  GOODING (1992)
 NV0240
 NV0240                         *CURRENT SURVEY CONTROL
 NV0240  ___________________________________________________________________
 NV0240* NAD 83(1986)-  42 56 56.     (N)    114 39 52.     (W)     SCALED    
 NV0240* NAVD 88     -      1105.724  (meters)    3627.70   (feet)  ADJUSTED  
 NV0240  ___________________________________________________________________
 NV0240  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 NV0240  DYNAMIC HT  -        1105.183 (meters)    3625.92  (feet)  COMP
 NV0240  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 NV0240
 NV0240  VERT ORDER  -  FIRST     CLASS II
 NV0240
 NV0240.The horizontal coordinates were scaled from a topographic map and have
 NV0240.an estimated accuracy of +/- 6 seconds.
 NV0240
 NV0240.The orthometric height was determined by differential leveling
 NV0240.and adjusted by the National Geodetic Survey in June 1991..
 NV0240
 NV0240.The geoid height was determined by GEOID03.
 NV0240
 NV0240.The dynamic height is computed by dividing the NAVD 88
 NV0240.geopotential number by the normal gravity value computed on the
 NV0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0240.degrees latitude (g = 980.6199 gals.).
 NV0240
 NV0240.The modeled gravity was interpolated from observed gravity values.
 NV0240
 NV0240;                    North         East    Units  Estimated Accuracy
 NV0240;SPC ID C     -   142,640.      445,780.      MT  (+/- 180 meters Scaled)
 NV0240
 NV0240                          SUPERSEDED SURVEY CONTROL
 NV0240
 NV0240  NGVD 29 (??/??/92) 1104.867  (m)         3624.88   (f) ADJ UNCH    1 2
 NV0240
 NV0240.Superseded values are not recommended for survey control.
 NV0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0240.See file dsdata.txt to determine how the superseded data were derived.
 NV0240
 NV0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH905577(NAD 83)
 NV0240_MARKER: DB = BENCH MARK DISK
 NV0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0240_SP_SET: CULVERT
 NV0240_STAMPING: L 219 1941
 NV0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0240
 NV0240  HISTORY     - Date     Condition        Report By
 NV0240  HISTORY     - 1941     MONUMENTED       CGS
 NV0240  HISTORY     - 1983     GOOD             NGS
 NV0240
 NV0240                          STATION DESCRIPTION
 NV0240
 NV0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NV0240'2.5 MI E FROM GOODING.
 NV0240'2.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NV0240'GOODING, GOODING COUNTY, 7-1/2 POLES EAST OF SEMAPHORE 3355, 2 POLES
 NV0240'EAST OF A ROAD CROSSING, AT CULVERT 335.26, IN THE TOP OF THE SOUTH
 NV0240'HEADWALL, AND 21 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 NV0240'STANDARD DISK, STAMPED L 219 1941.
 NV0240
 NV0240                          STATION RECOVERY (1983)
 NV0240
 NV0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0476 ***********************************************************************
 NV0476  DESIGNATION -  L 220
 NV0476  PID         -  NV0476
 NV0476  STATE/COUNTY-  ID/ELMORE
 NV0476  USGS QUAD   -  HAMMETT (1992)
 NV0476
 NV0476                         *CURRENT SURVEY CONTROL
 NV0476  ___________________________________________________________________
 NV0476* NAD 83(1986)-  42 56 43.     (N)    115 26 08.     (W)     SCALED    
 NV0476* NAVD 88     -       766.949  (meters)    2516.23   (feet)  ADJUSTED  
 NV0476  ___________________________________________________________________
 NV0476  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 NV0476  DYNAMIC HT  -         766.640 (meters)    2515.22  (feet)  COMP
 NV0476  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 NV0476
 NV0476  VERT ORDER  -  FIRST     CLASS II
 NV0476
 NV0476.The horizontal coordinates were scaled from a topographic map and have
 NV0476.an estimated accuracy of +/- 6 seconds.
 NV0476
 NV0476.The orthometric height was determined by differential leveling
 NV0476.and adjusted by the National Geodetic Survey in June 1991..
 NV0476
 NV0476.The geoid height was determined by GEOID03.
 NV0476
 NV0476.The dynamic height is computed by dividing the NAVD 88
 NV0476.geopotential number by the normal gravity value computed on the
 NV0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0476.degrees latitude (g = 980.6199 gals.).
 NV0476
 NV0476.The modeled gravity was interpolated from observed gravity values.
 NV0476
 NV0476;                    North         East    Units  Estimated Accuracy
 NV0476;SPC ID W     -   142,070.      825,660.      MT  (+/- 180 meters Scaled)
 NV0476
 NV0476                          SUPERSEDED SURVEY CONTROL
 NV0476
 NV0476  NGVD 29 (??/??/92)  766.151  (m)         2513.61   (f) ADJ UNCH    1 2
 NV0476
 NV0476.Superseded values are not recommended for survey control.
 NV0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0476.See file dsdata.txt to determine how the superseded data were derived.
 NV0476
 NV0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH276559(NAD 83)
 NV0476_MARKER: DB = BENCH MARK DISK
 NV0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0476_SP_SET: CULVERT
 NV0476_STAMPING: L 220 1941
 NV0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0476
 NV0476  HISTORY     - Date     Condition        Report By
 NV0476  HISTORY     - 1941     MONUMENTED       CGS
 NV0476  HISTORY     - 1960     GOOD             NGS
 NV0476  HISTORY     - 1983     MARK NOT FOUND   NGS
 NV0476
 NV0476                          STATION DESCRIPTION
 NV0476
 NV0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NV0476'7.45 MI W FROM GLENNS FERRY.
 NV0476'ABOUT 7.45 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NV0476'STATION AT GLENNS FERRY, 0.2 MILE EAST OF THE OVERPASS OF U.S. HIGHWAY
 NV0476'30 OVER THE TRACK, IN THE TOP AND 0.8 FOOT EAST OF THE WEST END OF THE
 NV0476'NORTH HEAD WALL OF CONCRETE ARCH CULVERT 381.33 FOR COLD SPRINGS
 NV0476'CREEK, 28.7 FEET (SLOPE MEASUREMENT) NORTH OF THE NORTH RAIL OF THE
 NV0476'NORTH TRACK, ABOUT 8 FEET LOWER THAN THE TRACK.
 NV0476
 NV0476                          STATION RECOVERY (1983)
 NV0476
 NV0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0476'NOT RECOVERED.  THREE MASSIVE STEEL I BEAMS NOW COVER THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0484 ***********************************************************************
 OH0484  DESIGNATION -  L 222
 OH0484  PID         -  OH0484
 OH0484  STATE/COUNTY-  ID/CANYON
 OH0484  USGS QUAD   -  NOTUS (1971)
 OH0484
 OH0484                         *CURRENT SURVEY CONTROL
 OH0484  ___________________________________________________________________
 OH0484* NAD 83(1986)-  43 43 10.     (N)    116 47 01.     (W)     SCALED    
 OH0484* NAVD 88     -       706.312  (meters)    2317.29   (feet)  ADJUSTED  
 OH0484  ___________________________________________________________________
 OH0484  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 OH0484  DYNAMIC HT  -         706.082 (meters)    2316.54  (feet)  COMP
 OH0484  MODELED GRAV-     980,269.8   (mgal)                       NAVD 88
 OH0484
 OH0484  VERT ORDER  -  FIRST     CLASS II
 OH0484
 OH0484.The horizontal coordinates were scaled from a topographic map and have
 OH0484.an estimated accuracy of +/- 6 seconds.
 OH0484
 OH0484.The orthometric height was determined by differential leveling
 OH0484.and adjusted by the National Geodetic Survey in June 1991..
 OH0484
 OH0484.The geoid height was determined by GEOID03.
 OH0484
 OH0484.The dynamic height is computed by dividing the NAVD 88
 OH0484.geopotential number by the normal gravity value computed on the
 OH0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0484.degrees latitude (g = 980.6199 gals.).
 OH0484
 OH0484.The modeled gravity was interpolated from observed gravity values.
 OH0484
 OH0484;                    North         East    Units  Estimated Accuracy
 OH0484;SPC ID W     -   228,540.      716,710.      MT  (+/- 180 meters Scaled)
 OH0484
 OH0484                          SUPERSEDED SURVEY CONTROL
 OH0484
 OH0484  NGVD 29 (??/??/92)  705.376  (m)         2314.22   (f) ADJ UNCH    1 2
 OH0484
 OH0484.Superseded values are not recommended for survey control.
 OH0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0484.See file dsdata.txt to determine how the superseded data were derived.
 OH0484
 OH0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ174407(NAD 83)
 OH0484_MARKER: DD = SURVEY DISK
 OH0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0484_STAMPING: L 222 1941
 OH0484_MARK LOGO: IDPWD 
 OH0484_PROJECTION: PROJECTING 5 CENTIMETERS
 OH0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0484+STABILITY: SURFACE MOTION
 OH0484
 OH0484  HISTORY     - Date     Condition        Report By
 OH0484  HISTORY     - 1941     MONUMENTED       IDPWD
 OH0484  HISTORY     - 1979     GOOD             NGS
 OH0484  HISTORY     - 1983     GOOD             NGS
 OH0484
 OH0484                          STATION DESCRIPTION
 OH0484
 OH0484'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1941
 OH0484'1.0 MI SE FROM NOTUS.
 OH0484'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 18 FROM THE UNION PACIFIC
 OH0484'RAILROAD STATION AT NOTUS, CANYON COUNTY, 0.1 MILE NORTHWEST OF A
 OH0484'CURVE 200 FEET NORTHWEST OF UNION PACIFIC RAILROAD SEMAPHORES 4716 AND
 OH0484'4717, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 OH0484'NORTHEAST OF THE CENTERLINE OF THE DOUBLE TRACK, 1 FOOT NORTHEAST OF
 OH0484'THE RIGHT-OF-WAY FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  AN
 OH0484'IDAHO DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED L 222 1941 AND
 OH0484'SET IN THE TOP OF A CONCRETE POST.
 OH0484
 OH0484                          STATION RECOVERY (1979)
 OH0484
 OH0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0484'STATION AT NOTUS IS GONE HIGHWAY 18 IS NOW 20 SEMAPHORES 4716 AND
 OH0484'4717 IS STILL THERE THE MARK IS EASY FOUND.
 OH0484
 OH0484                          STATION RECOVERY (1983)
 OH0484
 OH0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0484'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.4 KM
 OH0484'(5.2 MI) NORTHWEST ALONG US HIGHWAYS 20 AND 26 FROM THE T-JUNCTION OF
 OH0484'INTERSTATE 84 IN CALDWELL, ALONG THE FENCE LINE BETWEEN THE RAILROAD
 OH0484'TRACKS AND THE HIGHWAY, 0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST 17,
 OH0484'13.0 METERS (43 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 10.0 METERS
 OH0484'(33 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACKS AND
 OH0484'10.0 METERS (33 FT) NORTH-NORTHWEST OF A TELEPHONE POLE WITH THREE
 OH0484'WHITE STRIPES.
 OH0484'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 OH0484'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0512 ***********************************************************************
 OH0512  DESIGNATION -  L 223
 OH0512  PID         -  OH0512
 OH0512  STATE/COUNTY-  ID/CANYON
 OH0512  USGS QUAD   -  NAMPA (1971)
 OH0512
 OH0512                         *CURRENT SURVEY CONTROL
 OH0512  ___________________________________________________________________
 OH0512* NAD 83(1986)-  43 33 41.     (N)    116 31 52.     (W)     SCALED    
 OH0512* NAVD 88     -       760.911  (meters)    2496.42   (feet)  ADJUSTED  
 OH0512  ___________________________________________________________________
 OH0512  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 OH0512  DYNAMIC HT  -         760.645 (meters)    2495.55  (feet)  COMP
 OH0512  MODELED GRAV-     980,244.4   (mgal)                       NAVD 88
 OH0512
 OH0512  VERT ORDER  -  FIRST     CLASS II
 OH0512
 OH0512.The horizontal coordinates were scaled from a topographic map and have
 OH0512.an estimated accuracy of +/- 6 seconds.
 OH0512
 OH0512.The orthometric height was determined by differential leveling
 OH0512.and adjusted by the National Geodetic Survey in June 1991..
 OH0512
 OH0512.The geoid height was determined by GEOID03.
 OH0512
 OH0512.The dynamic height is computed by dividing the NAVD 88
 OH0512.geopotential number by the normal gravity value computed on the
 OH0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0512.degrees latitude (g = 980.6199 gals.).
 OH0512
 OH0512.The modeled gravity was interpolated from observed gravity values.
 OH0512
 OH0512;                    North         East    Units  Estimated Accuracy
 OH0512;SPC ID W     -   210,760.      736,890.      MT  (+/- 180 meters Scaled)
 OH0512
 OH0512                          SUPERSEDED SURVEY CONTROL
 OH0512
 OH0512  NGVD 29 (??/??/92)  759.979  (m)         2493.36   (f) ADJ UNCH    1 2
 OH0512
 OH0512.Superseded values are not recommended for survey control.
 OH0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0512.See file dsdata.txt to determine how the superseded data were derived.
 OH0512
 OH0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ378232(NAD 83)
 OH0512_MARKER: DB = BENCH MARK DISK
 OH0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0512_STAMPING: L 223 1941
 OH0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0512+STABILITY: SURFACE MOTION
 OH0512
 OH0512  HISTORY     - Date     Condition        Report By
 OH0512  HISTORY     - 1941     MONUMENTED       CGS
 OH0512  HISTORY     - 1979     MARK NOT FOUND   NGS
 OH0512  HISTORY     - 1983     MARK NOT FOUND   NGS
 OH0512
 OH0512                          STATION DESCRIPTION
 OH0512
 OH0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0512'1.9 MI SE FROM NAMPA.
 OH0512'1.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OH0512'AT NAMPA, CANYON COUNTY, 100 FEET NORTHWEST OF MILEPOST 455, 87 FEET
 OH0512'NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AT THE WEST CORNER OF
 OH0512'THE INTERSECTION OF GREENHURST ROAD AND AMITY AVENUE, 10 FEET
 OH0512'NORTHWEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF THE FENCE, AND NEAR A
 OH0512'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STMPED L 223 1941 AND SET
 OH0512'IN THE TOP OF A CONCRETE POST.
 OH0512
 OH0512                          STATION RECOVERY (1979)
 OH0512
 OH0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0512'MARK NOT FOUND.
 OH0512
 OH0512                          STATION RECOVERY (1983)
 OH0512
 OH0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0512'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0258 ***********************************************************************
 OH0258  DESIGNATION -  L 224
 OH0258  PID         -  OH0258
 OH0258  STATE/COUNTY-  ID/ADA
 OH0258  USGS QUAD   -  OWYHEE (1992)
 OH0258
 OH0258                         *CURRENT SURVEY CONTROL
 OH0258  ___________________________________________________________________
 OH0258* NAD 83(1986)-  43 22 53.     (N)    116 08 24.     (W)     SCALED    
 OH0258* NAVD 88     -       933.658  (meters)    3063.18   (feet)  ADJUSTED  
 OH0258  ___________________________________________________________________
 OH0258  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 OH0258  DYNAMIC HT  -         933.263 (meters)    3061.88  (feet)  COMP
 OH0258  MODELED GRAV-     980,165.3   (mgal)                       NAVD 88
 OH0258
 OH0258  VERT ORDER  -  FIRST     CLASS II
 OH0258
 OH0258.The horizontal coordinates were scaled from a topographic map and have
 OH0258.an estimated accuracy of +/- 6 seconds.
 OH0258
 OH0258.The orthometric height was determined by differential leveling
 OH0258.and adjusted by the National Geodetic Survey in June 1991..
 OH0258
 OH0258.The geoid height was determined by GEOID03.
 OH0258
 OH0258.The dynamic height is computed by dividing the NAVD 88
 OH0258.geopotential number by the normal gravity value computed on the
 OH0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0258.degrees latitude (g = 980.6199 gals.).
 OH0258
 OH0258.The modeled gravity was interpolated from observed gravity values.
 OH0258
 OH0258;                    North         East    Units  Estimated Accuracy
 OH0258;SPC ID W     -   190,540.      768,400.      MT  (+/- 180 meters Scaled)
 OH0258
 OH0258                          SUPERSEDED SURVEY CONTROL
 OH0258
 OH0258  NGVD 29 (??/??/92)  932.683  (m)         3059.98   (f) ADJ UNCH    1 2
 OH0258
 OH0258.Superseded values are not recommended for survey control.
 OH0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0258.See file dsdata.txt to determine how the superseded data were derived.
 OH0258
 OH0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ696035(NAD 83)
 OH0258_MARKER: DB = BENCH MARK DISK
 OH0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0258_SP_SET: CULVERT
 OH0258_STAMPING: L 224 1941
 OH0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0258
 OH0258  HISTORY     - Date     Condition        Report By
 OH0258  HISTORY     - 1941     MONUMENTED       CGS
 OH0258  HISTORY     - 1979     GOOD             NGS
 OH0258
 OH0258                          STATION DESCRIPTION
 OH0258
 OH0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OH0258'IN ELY.
 OH0258'AT ELY, ADA COUNTY, ON THE UNION PACIFIC RAILROAD, BETWEEN THE FIRST
 OH0258'AND SECOND POLES NORTHWEST OF MILEPOST 431, AT A CULVERT, AND IN THE
 OH0258'NORTHWEST END OF THE NORTHEAST HEADWALL.  A STANDARD DISK, STAMPED L
 OH0258'224 1941.
 OH0258
 OH0258                          STATION RECOVERY (1979)
 OH0258
 OH0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0489 ***********************************************************************
 NV0489  DESIGNATION -  L 225
 NV0489  PID         -  NV0489
 NV0489  STATE/COUNTY-  ID/ELMORE
 NV0489  USGS QUAD   -  GLENNS FERRY (1992)
 NV0489
 NV0489                         *CURRENT SURVEY CONTROL
 NV0489  ___________________________________________________________________
 NV0489* NAD 83(1986)-  42 57 05.     (N)    115 18 35.     (W)     SCALED    
 NV0489* NAVD 88     -       781.003  (meters)    2562.34   (feet)  ADJUSTED  
 NV0489  ___________________________________________________________________
 NV0489  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 NV0489  DYNAMIC HT  -         780.682 (meters)    2561.29  (feet)  COMP
 NV0489  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 NV0489
 NV0489  VERT ORDER  -  FIRST     CLASS II
 NV0489
 NV0489.The horizontal coordinates were scaled from a topographic map and have
 NV0489.an estimated accuracy of +/- 6 seconds.
 NV0489
 NV0489.The orthometric height was determined by differential leveling
 NV0489.and adjusted by the National Geodetic Survey in June 1991..
 NV0489
 NV0489.The geoid height was determined by GEOID03.
 NV0489
 NV0489.The dynamic height is computed by dividing the NAVD 88
 NV0489.geopotential number by the normal gravity value computed on the
 NV0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0489.degrees latitude (g = 980.6199 gals.).
 NV0489
 NV0489.The modeled gravity was interpolated from observed gravity values.
 NV0489
 NV0489;                    North         East    Units  Estimated Accuracy
 NV0489;SPC ID W     -   142,790.      835,930.      MT  (+/- 180 meters Scaled)
 NV0489
 NV0489                          SUPERSEDED SURVEY CONTROL
 NV0489
 NV0489  NGVD 29 (??/??/92)  780.188  (m)         2559.67   (f) ADJ UNCH    1 2
 NV0489
 NV0489.Superseded values are not recommended for survey control.
 NV0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0489.See file dsdata.txt to determine how the superseded data were derived.
 NV0489
 NV0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH378568(NAD 83)
 NV0489_MARKER: DB = BENCH MARK DISK
 NV0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0489_SP_SET: FOUNDATIOIN
 NV0489_STAMPING: L 225 1960
 NV0489_MARK LOGO: CGS   
 NV0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0489
 NV0489  HISTORY     - Date     Condition        Report By
 NV0489  HISTORY     - 1960     MONUMENTED       CGS
 NV0489  HISTORY     - 1983     POOR             NGS
 NV0489
 NV0489                          STATION DESCRIPTION
 NV0489
 NV0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NV0489'0.65 MI W FROM /GLENSSS FERRY.
 NV0489'ABOUT 0.65 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0489'AT GLENS FERRY, IN THE TOP OF THE SOUTH CORNER OF THE NORTHWEST
 NV0489'FOUNDATION OF A SIGNAL BRIDGE, 5.8 FEET NORTHWEST OF THE NORTHWEST
 NV0489'RAIL OF THE NORTHWEST TRACK AND ABOUT 1 FOOT HIGHER THAN THE TRACK.
 NV0489
 NV0489                          STATION RECOVERY (1983)
 NV0489
 NV0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0489'RECOVERED IN POOR CONDITION.  DESCRIPTION IS ADEQUATE EXCEPT BM HAS
 NV0489'BEEN MOLESTED BY VANDALS AND IS IN EXTREMELY BAD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0211 ***********************************************************************
 OY0211  DESIGNATION -  L 226
 OY0211  PID         -  OY0211
 OY0211  STATE/COUNTY-  ID/BINGHAM
 OY0211  USGS QUAD   -  FIRTH (1979)
 OY0211
 OY0211                         *CURRENT SURVEY CONTROL
 OY0211  ___________________________________________________________________
 OY0211* NAD 83(1986)-  43 19 20.     (N)    112 10 06.     (W)     SCALED    
 OY0211* NAVD 88     -      1398.320  (meters)    4587.65   (feet)  ADJUSTED  
 OY0211  ___________________________________________________________________
 OY0211  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 OY0211  DYNAMIC HT  -        1397.560 (meters)    4585.16  (feet)  COMP
 OY0211  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 OY0211
 OY0211  VERT ORDER  -  FIRST     CLASS I
 OY0211
 OY0211.The horizontal coordinates were scaled from a topographic map and have
 OY0211.an estimated accuracy of +/- 6 seconds.
 OY0211
 OY0211.The orthometric height was determined by differential leveling
 OY0211.and adjusted by the National Geodetic Survey in June 1991..
 OY0211
 OY0211.The geoid height was determined by GEOID03.
 OY0211
 OY0211.The dynamic height is computed by dividing the NAVD 88
 OY0211.geopotential number by the normal gravity value computed on the
 OY0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0211.degrees latitude (g = 980.6199 gals.).
 OY0211
 OY0211.The modeled gravity was interpolated from observed gravity values.
 OY0211
 OY0211;                    North         East    Units  Estimated Accuracy
 OY0211;SPC ID E     -   183,890.      199,870.      MT  (+/- 180 meters Scaled)
 OY0211
 OY0211                          SUPERSEDED SURVEY CONTROL
 OY0211
 OY0211  NGVD 29 (08/20/92) 1397.242  (m)         4584.12   (f) ADJUSTED    1 1
 OY0211
 OY0211.Superseded values are not recommended for survey control.
 OY0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0211.See file dsdata.txt to determine how the superseded data were derived.
 OY0211
 OY0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN052972(NAD 83)
 OY0211_MARKER: DB = BENCH MARK DISK
 OY0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0211_SP_SET: ABUTMENT
 OY0211_STAMPING: L 226 1960
 OY0211_MARK LOGO: CGS   
 OY0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0211+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 OY0211
 OY0211  HISTORY     - Date     Condition        Report By
 OY0211  HISTORY     - 1960     MONUMENTED       CGS
 OY0211  HISTORY     - 1967     GOOD             NGS
 OY0211  HISTORY     - 1983     GOOD             NGS
 OY0211  HISTORY     - 20020815 GOOD             NGS
 OY0211
 OY0211                          STATION DESCRIPTION
 OY0211
 OY0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OY0211'1.5 MI NE FROM FIRTH.
 OY0211'1.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0211'AT FIRTH, 2 1/4 POLES SOUTHWEST OF MILEPOLE 171, IN THE TOP AND 1.9
 OY0211'FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 OY0211'OF RAILROAD BRIDGE 170.96 OVER RESERVATION CANAL, 6.5 FEET NORTHWEST
 OY0211'OF THE NORTHWEST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 OY0211
 OY0211                          STATION RECOVERY (1967)
 OY0211
 OY0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OY0211'RECOVERED IN GOOD CONDITION.
 OY0211
 OY0211                          STATION RECOVERY (1983)
 OY0211
 OY0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OY0211'RECOVERED IN GOOD CONDITION.
 OY0211
 OY0211                          STATION RECOVERY (2002)
 OY0211
 OY0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CLS)
 OY0211'DISK IS SOLID BUT THE ENTIRE TOP OF CONCRETE ABUTMENT IS CRUMBLY AND
 OY0211'DETERIORATED.  DESCRIPTION SHOULD READ - RAILROAD BRIDGE 170.95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0397 ***********************************************************************
 OX0397  DESIGNATION -  L 227
 OX0397  PID         -  OX0397
 OX0397  STATE/COUNTY-  ID/JEFFERSON
 OX0397  USGS QUAD   -  RIGBY (1979)
 OX0397
 OX0397                         *CURRENT SURVEY CONTROL
 OX0397  ___________________________________________________________________
 OX0397* NAD 83(1986)-  43 39 56.     (N)    111 54 54.     (W)     SCALED    
 OX0397* NAVD 88     -      1480.290  (meters)    4856.58   (feet)  POSTED    
 OX0397  ___________________________________________________________________
 OX0397  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 OX0397  DYNAMIC HT  -        1479.520 (meters)    4854.06  (feet)  COMP
 OX0397  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 OX0397
 OX0397  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OX0397
 OX0397.The horizontal coordinates were scaled from a topographic map and have
 OX0397.an estimated accuracy of +/- 6 seconds.
 OX0397
 OX0397.The orthometric height was determined by differential leveling
 OX0397.and adjusted by the National Geodetic Survey in 1992..
 OX0397.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OX0397.rate of 2.1 thru 3.0 mm/km.
 OX0397
 OX0397.The geoid height was determined by GEOID03.
 OX0397
 OX0397.The dynamic height is computed by dividing the NAVD 88
 OX0397.geopotential number by the normal gravity value computed on the
 OX0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0397.degrees latitude (g = 980.6199 gals.).
 OX0397
 OX0397.The modeled gravity was interpolated from observed gravity values.
 OX0397
 OX0397;                    North         East    Units  Estimated Accuracy
 OX0397;SPC ID E     -   222,070.      220,300.      MT  (+/- 180 meters Scaled)
 OX0397
 OX0397                          SUPERSEDED SURVEY CONTROL
 OX0397
 OX0397  NGVD 29 (??/??/92) 1479.197  (m)         4853.00   (f) ADJ UNCH    1 2
 OX0397
 OX0397.Superseded values are not recommended for survey control.
 OX0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0397.See file dsdata.txt to determine how the superseded data were derived.
 OX0397
 OX0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP262351(NAD 83)
 OX0397_MARKER: DB = BENCH MARK DISK
 OX0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0397_SP_SET: ABUTMENT
 OX0397_STAMPING: L 227 1960
 OX0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0397
 OX0397  HISTORY     - Date     Condition        Report By
 OX0397  HISTORY     - 1960     MONUMENTED       CGS
 OX0397  HISTORY     - 1983     MARK NOT FOUND   NGS
 OX0397
 OX0397                          STATION DESCRIPTION
 OX0397
 OX0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0397'0.55 MI S FROM RIGBY.
 OX0397'0.55 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0397'AT RIGBY, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 OX0397'ABUTMENT OF RAILROAD OVERPASS OVER U.S. HIGHWAY 20 AND 191, 7.4 FEET
 OX0397'WEST OF THE WEST RAIL, 1.4 FEET NORTH OF THE SOUTH END OF THE WEST
 OX0397'STEEL GUARDRAIL, AND ABOUT LEVEL WITH THE TRACK.
 OX0397
 OX0397                          STATION RECOVERY (1983)
 OX0397
 OX0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0397'THE HIGHWAY HAS BEEN MOVED AND THE BRIDGE WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0441 ***********************************************************************
 OX0441  DESIGNATION -  L 228
 OX0441  PID         -  OX0441
 OX0441  STATE/COUNTY-  ID/FREMONT
 OX0441  USGS QUAD   -  ST ANTHONY (1979)
 OX0441
 OX0441                         *CURRENT SURVEY CONTROL
 OX0441  ___________________________________________________________________
 OX0441* NAD 83(1986)-  43 57 15.     (N)    111 41 14.     (W)     SCALED    
 OX0441* NAVD 88     -      1514.558  (meters)    4969.01   (feet)  ADJUSTED  
 OX0441  ___________________________________________________________________
 OX0441  GEOID HEIGHT-         -10.87  (meters)                     GEOID03
 OX0441  DYNAMIC HT  -        1513.791 (meters)    4966.50  (feet)  COMP
 OX0441  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 OX0441
 OX0441  VERT ORDER  -  FIRST     CLASS II
 OX0441
 OX0441.The horizontal coordinates were scaled from a topographic map and have
 OX0441.an estimated accuracy of +/- 6 seconds.
 OX0441
 OX0441.The orthometric height was determined by differential leveling
 OX0441.and adjusted by the National Geodetic Survey in June 1991..
 OX0441
 OX0441.The geoid height was determined by GEOID03.
 OX0441
 OX0441.The dynamic height is computed by dividing the NAVD 88
 OX0441.geopotential number by the normal gravity value computed on the
 OX0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0441.degrees latitude (g = 980.6199 gals.).
 OX0441
 OX0441.The modeled gravity was interpolated from observed gravity values.
 OX0441
 OX0441;                    North         East    Units  Estimated Accuracy
 OX0441;SPC ID E     -   254,220.      238,480.      MT  (+/- 180 meters Scaled)
 OX0441
 OX0441                          SUPERSEDED SURVEY CONTROL
 OX0441
 OX0441  NGVD 29 (08/20/92) 1513.501  (m)         4965.54   (f) ADJUSTED    1 2
 OX0441
 OX0441.Superseded values are not recommended for survey control.
 OX0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0441.See file dsdata.txt to determine how the superseded data were derived.
 OX0441
 OX0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP448670(NAD 83)
 OX0441_MARKER: DB = BENCH MARK DISK
 OX0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0441_SP_SET: BRIDGE
 OX0441_STAMPING: L 228 1960
 OX0441_MARK LOGO: CGS   
 OX0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0441
 OX0441  HISTORY     - Date     Condition        Report By
 OX0441  HISTORY     - 1960     MONUMENTED       CGS
 OX0441  HISTORY     - 1967     GOOD             NGS
 OX0441  HISTORY     - 1983     GOOD             NGS
 OX0441
 OX0441                          STATION DESCRIPTION
 OX0441
 OX0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OX0441'0.5 MI SW FROM ST ANTHONY.
 OX0441'0.5 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OX0441'AT ST. ANTHONY, OPPOSITE OF RAILROAD TRESTLE 36.26 OVER SALEM CANAL,
 OX0441'IN TOP OF THE CENTER OF THE SOUTHEAST CONCRETE GUARDRAIL OF U.S.
 OX0441'HIGHWAY 20 AND 191 CONCRETE BRIDGE OVER SALEM CANAL, 46.7 FEET
 OX0441'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 16 FEET
 OX0441'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 OX0441'TRACK, AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
 OX0441
 OX0441                          STATION RECOVERY (1967)
 OX0441
 OX0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OX0441'RECOVERED IN GOOD CONDITION.
 OX0441
 OX0441                          STATION RECOVERY (1983)
 OX0441
 OX0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OX0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0431 ***********************************************************************
 PY0431  DESIGNATION -  L 229
 PY0431  PID         -  PY0431
 PY0431  STATE/COUNTY-  ID/FREMONT
 PY0431  USGS QUAD   -  ISLAND PARK (1964)
 PY0431
 PY0431                         *CURRENT SURVEY CONTROL
 PY0431  ___________________________________________________________________
 PY0431* NAD 83(1986)-  44 24 01.     (N)    111 19 07.     (W)     SCALED    
 PY0431* NAVD 88     -      1916.552  (meters)    6287.89   (feet)  POSTED    
 PY0431  ___________________________________________________________________
 PY0431  GEOID HEIGHT-          -9.51  (meters)                     GEOID03
 PY0431  DYNAMIC HT  -        1915.460 (meters)    6284.31  (feet)  COMP
 PY0431  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 PY0431
 PY0431  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0431
 PY0431.The horizontal coordinates were scaled from a topographic map and have
 PY0431.an estimated accuracy of +/- 6 seconds.
 PY0431
 PY0431.The orthometric height was determined by differential leveling
 PY0431.and adjusted by the National Geodetic Survey in 1992..
 PY0431.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0431.rate of 1.1 thru 2.0 mm/km.
 PY0431
 PY0431.The geoid height was determined by GEOID03.
 PY0431
 PY0431.The dynamic height is computed by dividing the NAVD 88
 PY0431.geopotential number by the normal gravity value computed on the
 PY0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0431.degrees latitude (g = 980.6199 gals.).
 PY0431
 PY0431.The modeled gravity was interpolated from observed gravity values.
 PY0431
 PY0431;                    North         East    Units  Estimated Accuracy
 PY0431;SPC ID E     -   304,020.      267,560.      MT  (+/- 180 meters Scaled)
 PY0431
 PY0431                          SUPERSEDED SURVEY CONTROL
 PY0431
 PY0431  NGVD 29 (??/??/92) 1915.260  (m)         6283.65   (f) ADJ UNCH    1 2
 PY0431
 PY0431.Superseded values are not recommended for survey control.
 PY0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0431.See file dsdata.txt to determine how the superseded data were derived.
 PY0431
 PY0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ746163(NAD 83)
 PY0431_MARKER: DB = BENCH MARK DISK
 PY0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0431_STAMPING: L 229 1960
 PY0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0431+STABILITY: SURFACE MOTION
 PY0431
 PY0431  HISTORY     - Date     Condition        Report By
 PY0431  HISTORY     - 1960     MONUMENTED       CGS
 PY0431  HISTORY     - 1967     GOOD             NGS
 PY0431
 PY0431                          STATION DESCRIPTION
 PY0431
 PY0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0431'9.75 MI SW FROM BIG SPRINGS.
 PY0431'9.75 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0431'AT BIG SPRINGS, 1 1/2 FEET NORTHWEST OF MILEPOLE 81, 39.9 FEET
 PY0431'NORTHEAST OF THE NORTHEAST RAIL, 1.3 FEET SOUTHEAST OF A WITNESS POST,
 PY0431'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 PY0431'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PY0431
 PY0431                          STATION RECOVERY (1967)
 PY0431
 PY0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 PY0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0948 ***********************************************************************
 RZ0948  DESIGNATION -  L 23 RESET 1939
 RZ0948  PID         -  RZ0948
 RZ0948  STATE/COUNTY-  ID/NEZ PERCE
 RZ0948  USGS QUAD   -  CLARKSTON (1971)
 RZ0948
 RZ0948                         *CURRENT SURVEY CONTROL
 RZ0948  ___________________________________________________________________
 RZ0948* NAD 83(1986)-  46 25 21.     (N)    117 01 46.     (W)     SCALED    
 RZ0948* NAVD 88     -       224.968  (meters)     738.08   (feet)  ADJUSTED  
 RZ0948  ___________________________________________________________________
 RZ0948  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 RZ0948  DYNAMIC HT  -         224.963 (meters)     738.07  (feet)  COMP
 RZ0948  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 RZ0948
 RZ0948  VERT ORDER  -  FIRST     CLASS II
 RZ0948
 RZ0948.The horizontal coordinates were scaled from a topographic map and have
 RZ0948.an estimated accuracy of +/- 6 seconds.
 RZ0948
 RZ0948.The orthometric height was determined by differential leveling
 RZ0948.and adjusted by the National Geodetic Survey in June 1991..
 RZ0948
 RZ0948.The geoid height was determined by GEOID03.
 RZ0948
 RZ0948.The dynamic height is computed by dividing the NAVD 88
 RZ0948.geopotential number by the normal gravity value computed on the
 RZ0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0948.degrees latitude (g = 980.6199 gals.).
 RZ0948
 RZ0948.The modeled gravity was interpolated from observed gravity values.
 RZ0948
 RZ0948;                    North         East    Units  Estimated Accuracy
 RZ0948;SPC ID W     -   529,200.      701,650.      MT  (+/- 180 meters Scaled)
 RZ0948
 RZ0948                          SUPERSEDED SURVEY CONTROL
 RZ0948
 RZ0948  NGVD 29 (??/??/??)  224.00   (m)          734.9    (f) RESET       3  
 RZ0948
 RZ0948.Superseded values are not recommended for survey control.
 RZ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0948.See file dsdata.txt to determine how the superseded data were derived.
 RZ0948
 RZ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM977409(NAD 83)
 RZ0948_MARKER: DB = BENCH MARK DISK
 RZ0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RZ0948_SP_SET: DRIVEWAY
 RZ0948_STAMPING: 735.300 L 23 1933 RESET 1939
 RZ0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RZ0948
 RZ0948  HISTORY     - Date     Condition        Report By
 RZ0948  HISTORY     - 1939     MONUMENTED       CGS
 RZ0948  HISTORY     - 1959     GOOD             NGS
 RZ0948  HISTORY     - 1980     GOOD             NGS
 RZ0948  HISTORY     - 20060903 GOOD             GEOCAC
 RZ0948
 RZ0948                          STATION DESCRIPTION
 RZ0948
 RZ0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RZ0948'IN LEWISTON.
 RZ0948'AT LEWISTON, NEZ PERCE COUNTY, AT THE CITY HALL FIRE STATION ON 3RD.
 RZ0948'STREET, ON THE EAST SIDE OF THE BUILDING, AT THE THIRD DOOR NORTH OF
 RZ0948'THE ENTRANCE TO THE CITY HALL, 4.5 FEET SOUTHWEST OF THE NORTHEAST
 RZ0948'CORNER OF THE BUILDING, 0.5 OUTSIDE THE LIFTING DOOR, 0.5 FEET SOUTH
 RZ0948'OF THE NORTH EDGE OF THE DOOR AND IN THE CONCRETE DRIVEWAY.
 RZ0948
 RZ0948                          STATION RECOVERY (1980)
 RZ0948
 RZ0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0948'IN LEWISTON, SET IN TOP OF THE CONCRETE DRIVEWAY FOR THE NORTH ONE
 RZ0948'OF TWO GARAGE STALLS FOR THE CITY POLICE STATION AT 027 THIRD STREET,
 RZ0948'12.2 METERS (40.0 FEET) WEST OF THE CENTERLINE OF THIRD STREET, 42.0
 RZ0948'METERS (138 FEET) NORTH OF THE NORTH CURB OF D STREET, 1.5 METERS
 RZ0948'(5.0 FEET) NORTH OF THE CENTERLINE OF THE GARAGE STALL, 0.15 METER
 RZ0948'(0.5 FOOT) EAST OF THE EAST EDGE OF THE OVERHEAD DOOR FOR THE GARAGE.
 RZ0948'THE MARK IS ABOVE LEVEL WITH THE GARAGE FLOOR.
 RZ0948
 RZ0948                          STATION RECOVERY (2006)
 RZ0948
 RZ0948'RECOVERY NOTE BY GEOCACHING 2006 (JLH)
 RZ0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0402 ***********************************************************************
 QA0402  DESIGNATION -  L 230
 QA0402  PID         -  QA0402
 QA0402  STATE/COUNTY-  ID/BOISE
 QA0402  USGS QUAD   -  SCOTT CREEK (1972)
 QA0402
 QA0402                         *CURRENT SURVEY CONTROL
 QA0402  ___________________________________________________________________
 QA0402* NAD 83(1986)-  44 11 33.     (N)    115 43 15.     (W)     SCALED    
 QA0402* NAVD 88     -      1925.831  (meters)    6318.33   (feet)  ADJUSTED  
 QA0402  ___________________________________________________________________
 QA0402  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 QA0402  DYNAMIC HT  -        1924.644 (meters)    6314.44  (feet)  COMP
 QA0402  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 QA0402
 QA0402  VERT ORDER  -  SECOND    CLASS 0
 QA0402
 QA0402.The horizontal coordinates were scaled from a topographic map and have
 QA0402.an estimated accuracy of +/- 6 seconds.
 QA0402
 QA0402.The orthometric height was determined by differential leveling
 QA0402.and adjusted by the National Geodetic Survey in June 1991..
 QA0402
 QA0402.The geoid height was determined by GEOID03.
 QA0402
 QA0402.The dynamic height is computed by dividing the NAVD 88
 QA0402.geopotential number by the normal gravity value computed on the
 QA0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0402.degrees latitude (g = 980.6199 gals.).
 QA0402
 QA0402.The modeled gravity was interpolated from observed gravity values.
 QA0402
 QA0402;                    North         East    Units  Estimated Accuracy
 QA0402;SPC ID W     -   280,580.      802,330.      MT  (+/- 180 meters Scaled)
 QA0402
 QA0402                          SUPERSEDED SURVEY CONTROL
 QA0402
 QA0402  NGVD 29 (??/??/92) 1924.488  (m)         6313.92   (f) ADJ UNCH    2 0
 QA0402
 QA0402.Superseded values are not recommended for survey control.
 QA0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0402.See file dsdata.txt to determine how the superseded data were derived.
 QA0402
 QA0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ022940(NAD 83)
 QA0402_MARKER: DB = BENCH MARK DISK
 QA0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QA0402_SP_SET: CULVERT
 QA0402_STAMPING: L 230 1960
 QA0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0402
 QA0402  HISTORY     - Date     Condition        Report By
 QA0402  HISTORY     - 1960     MONUMENTED       CGS
 QA0402
 QA0402                          STATION DESCRIPTION
 QA0402
 QA0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0402'12.0 MI S FROM DEADWOOD DAM.
 QA0402'12.0 MILES SOUTH ALONG DEADWOOD ROAD FROM THE WEST END OF DEADWOOD
 QA0402'DAM, AT THE CROSSING OF A CREEK, 35 FEET SOUTHEAST OF THE CENTER AND
 QA0402'ON THE OUTSIDE OF A SWITCHBACK CURVE, SET VERTICALLY IN THE WEST FACE
 QA0402'OF A 5-BY 8-FOOT GRANITE BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE
 QA0402'GROUND, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 29 FEET
 QA0402'EAST-SOUTHEAST OF THE SOUTH END OF A 48-INCH PIPE CULVERT, 23 FEET
 QA0402'EAST OF THE CENTER OF THE CREEK, AND ABOUT 4 FEET HIGHER THAN THE
 QA0402'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0346 ***********************************************************************
 QA0346  DESIGNATION -  L 231
 QA0346  PID         -  QA0346
 QA0346  STATE/COUNTY-  ID/BOISE
 QA0346  USGS QUAD   -  EIGHTMILE MTN (1972)
 QA0346
 QA0346                         *CURRENT SURVEY CONTROL
 QA0346  ___________________________________________________________________
 QA0346* NAD 83(1986)-  44 09 22.     (N)    115 17 18.     (W)     SCALED    
 QA0346* NAVD 88     -      1430.568  (meters)    4693.46   (feet)  ADJUSTED  
 QA0346  ___________________________________________________________________
 QA0346  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 QA0346  DYNAMIC HT  -        1429.739 (meters)    4690.74  (feet)  COMP
 QA0346  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 QA0346
 QA0346  VERT ORDER  -  SECOND    CLASS 0
 QA0346
 QA0346.The horizontal coordinates were scaled from a topographic map and have
 QA0346.an estimated accuracy of +/- 6 seconds.
 QA0346
 QA0346.The orthometric height was determined by differential leveling
 QA0346.and adjusted by the National Geodetic Survey in June 1991..
 QA0346
 QA0346.The geoid height was determined by GEOID03.
 QA0346
 QA0346.The dynamic height is computed by dividing the NAVD 88
 QA0346.geopotential number by the normal gravity value computed on the
 QA0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0346.degrees latitude (g = 980.6199 gals.).
 QA0346
 QA0346.The modeled gravity was interpolated from observed gravity values.
 QA0346
 QA0346;                    North         East    Units  Estimated Accuracy
 QA0346;SPC ID W     -   276,640.      836,930.      MT  (+/- 180 meters Scaled)
 QA0346
 QA0346                          SUPERSEDED SURVEY CONTROL
 QA0346
 QA0346  NGVD 29 (??/??/92) 1429.269  (m)         4689.19   (f) ADJ UNCH    2 0
 QA0346
 QA0346.Superseded values are not recommended for survey control.
 QA0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0346.See file dsdata.txt to determine how the superseded data were derived.
 QA0346
 QA0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ368906(NAD 83)
 QA0346_MARKER: DB = BENCH MARK DISK
 QA0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0346_STAMPING: L 231 1960
 QA0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0346+STABILITY: SURFACE MOTION
 QA0346
 QA0346  HISTORY     - Date     Condition        Report By
 QA0346  HISTORY     - 1960     MONUMENTED       CGS
 QA0346  HISTORY     - 1972     GOOD             USGS
 QA0346
 QA0346                          STATION DESCRIPTION
 QA0346
 QA0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0346'2.5 MI NE FROM WARM SPRINGS GUARD STATION.
 QA0346'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE WARM SPRINGS GUARD
 QA0346'STATION, 0.4 MILE WEST OF BURNS CREEK, IN TOP OF A 3-BY 4 1/2-FOOT
 QA0346'GRANITE BOULDER WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 68
 QA0346'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET EAST OF A 24-INCH
 QA0346'PINE TREE BEARING A TRIANGULAR BLAZE, AND ABOUT 1 FOOT LOWER THAN THE
 QA0346'HIGHWAY.
 QA0346
 QA0346                          STATION RECOVERY (1972)
 QA0346
 QA0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0359 ***********************************************************************
 PY0359  DESIGNATION -  L 232
 PY0359  PID         -  PY0359
 PY0359  STATE/COUNTY-  ID/FREMONT
 PY0359  USGS QUAD   -  REAS PASS (1986)
 PY0359
 PY0359                         *CURRENT SURVEY CONTROL
 PY0359  ___________________________________________________________________
 PY0359* NAD 83(1986)-  44 31 23.     (N)    111 14 45.     (W)     SCALED    
 PY0359* NAVD 88     -      1991.105  (meters)    6532.48   (feet)  POSTED    
 PY0359  ___________________________________________________________________
 PY0359  GEOID HEIGHT-          -9.10  (meters)                     GEOID03
 PY0359  DYNAMIC HT  -        1989.980 (meters)    6528.79  (feet)  COMP
 PY0359  MODELED GRAV-     979,980.8   (mgal)                       NAVD 88
 PY0359
 PY0359  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0359
 PY0359.The horizontal coordinates were scaled from a topographic map and have
 PY0359.an estimated accuracy of +/- 6 seconds.
 PY0359
 PY0359.The orthometric height was determined by differential leveling
 PY0359.and adjusted by the National Geodetic Survey in 1992..
 PY0359.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0359.rate of 4.1 thru 8.0 mm/km.
 PY0359
 PY0359.The geoid height was determined by GEOID03.
 PY0359
 PY0359.The dynamic height is computed by dividing the NAVD 88
 PY0359.geopotential number by the normal gravity value computed on the
 PY0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0359.degrees latitude (g = 980.6199 gals.).
 PY0359
 PY0359.The modeled gravity was interpolated from observed gravity values.
 PY0359
 PY0359;                    North         East    Units  Estimated Accuracy
 PY0359;SPC ID E     -   317,730.      273,200.      MT  (+/- 180 meters Scaled)
 PY0359
 PY0359                          SUPERSEDED SURVEY CONTROL
 PY0359
 PY0359  NGVD 29 (??/??/92) 1989.758  (m)         6528.06   (f) ADJ UNCH    1 2
 PY0359
 PY0359.Superseded values are not recommended for survey control.
 PY0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0359.See file dsdata.txt to determine how the superseded data were derived.
 PY0359
 PY0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ804300(NAD 83)
 PY0359_MARKER: DB = BENCH MARK DISK
 PY0359_SETTING: 80 = SET IN A BOULDER
 PY0359_STAMPING: L 232 1960
 PY0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0359+STABILITY: SURFACE MOTION
 PY0359
 PY0359  HISTORY     - Date     Condition        Report By
 PY0359  HISTORY     - 1960     MONUMENTED       CGS
 PY0359
 PY0359                          STATION DESCRIPTION
 PY0359
 PY0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0359'1.9 MI NE FROM BIG SPRINGS.
 PY0359'1.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 PY0359'AT BIG SPRINGS, ON THE INSIDE OF A CURVE, IN TOP OF A 3-BY 3-FOOT
 PY0359'BOULDER WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, 18 FEET NORTHEAST OF
 PY0359'THE NORTHEAST RAIL, 29 FEET SOUTHEAST OF A TELEPHONE POLE, AND ABOUT 2
 PY0359'1/2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0083 ***********************************************************************
 QA0083  DESIGNATION -  L 233
 QA0083  PID         -  QA0083
 QA0083  STATE/COUNTY-  ID/CUSTER
 QA0083  USGS QUAD   -  BAYHORSE LAKE (1980)
 QA0083
 QA0083                         *CURRENT SURVEY CONTROL
 QA0083  ___________________________________________________________________
 QA0083* NAD 83(1986)-  44 29 07.     (N)    114 25 56.     (W)     SCALED    
 QA0083* NAVD 88     -      2246.142  (meters)    7369.22   (feet)  ADJUSTED  
 QA0083  ___________________________________________________________________
 QA0083  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 QA0083  DYNAMIC HT  -        2244.787 (meters)    7364.77  (feet)  COMP
 QA0083  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 QA0083
 QA0083  VERT ORDER  -  SECOND    CLASS 0
 QA0083
 QA0083.The horizontal coordinates were scaled from a topographic map and have
 QA0083.an estimated accuracy of +/- 6 seconds.
 QA0083
 QA0083.The orthometric height was determined by differential leveling
 QA0083.and adjusted by the National Geodetic Survey in June 1991..
 QA0083
 QA0083.The geoid height was determined by GEOID03.
 QA0083
 QA0083.The dynamic height is computed by dividing the NAVD 88
 QA0083.geopotential number by the normal gravity value computed on the
 QA0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0083.degrees latitude (g = 980.6199 gals.).
 QA0083
 QA0083.The modeled gravity was interpolated from observed gravity values.
 QA0083
 QA0083;                    North         East    Units  Estimated Accuracy
 QA0083;SPC ID C     -   313,210.      465,620.      MT  (+/- 180 meters Scaled)
 QA0083
 QA0083                          SUPERSEDED SURVEY CONTROL
 QA0083
 QA0083  NGVD 29 (??/??/92) 2244.812  (m)         7364.85   (f) ADJ UNCH    2 0
 QA0083
 QA0083.Superseded values are not recommended for survey control.
 QA0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0083.See file dsdata.txt to determine how the superseded data were derived.
 QA0083
 QA0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQK041289(NAD 83)
 QA0083_MARKER: DB = BENCH MARK DISK
 QA0083_SETTING: 80 = SET IN A BOULDER
 QA0083_STAMPING: L 233 1960
 QA0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0083+STABILITY: SURFACE MOTION
 QA0083
 QA0083  HISTORY     - Date     Condition        Report By
 QA0083  HISTORY     - 1960     MONUMENTED       CGS
 QA0083
 QA0083                          STATION DESCRIPTION
 QA0083
 QA0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0083'13.15 MI W FROM CHALLIS.
 QA0083'13.15 MILES WEST ALONG MAIN STREET AND A DIRT ROAD FROM THE POST
 QA0083'OFFICE AT CHALLIS, 213 FEET NORTH OF THE CENTER OF THE JUNCTION OF
 QA0083'PINE SUMMIT ROAD LEADING WEST TO CHALLIS CREEK, IN TOP OF A 2-BY
 QA0083'3-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 25 FEET
 QA0083'EAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTHEAST OF A WITNESS
 QA0083'POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0151 ***********************************************************************
 QA0151  DESIGNATION -  L 234
 QA0151  PID         -  QA0151
 QA0151  STATE/COUNTY-  ID/CUSTER
 QA0151  USGS QUAD   -  SUNBEAM (1964)
 QA0151
 QA0151                         *CURRENT SURVEY CONTROL
 QA0151  ___________________________________________________________________
 QA0151* NAD 83(1986)-  44 21 52.     (N)    114 43 42.     (W)     SCALED    
 QA0151* NAVD 88     -      1923.775  (meters)    6311.59   (feet)  ADJUSTED  
 QA0151  ___________________________________________________________________
 QA0151  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 QA0151  DYNAMIC HT  -        1922.636 (meters)    6307.85  (feet)  COMP
 QA0151  MODELED GRAV-     979,957.6   (mgal)                       NAVD 88
 QA0151
 QA0151  VERT ORDER  -  SECOND    CLASS 0
 QA0151
 QA0151.The horizontal coordinates were scaled from a topographic map and have
 QA0151.an estimated accuracy of +/- 6 seconds.
 QA0151
 QA0151.The orthometric height was determined by differential leveling
 QA0151.and adjusted by the National Geodetic Survey in June 1991..
 QA0151
 QA0151.The geoid height was determined by GEOID03.
 QA0151
 QA0151.The dynamic height is computed by dividing the NAVD 88
 QA0151.geopotential number by the normal gravity value computed on the
 QA0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0151.degrees latitude (g = 980.6199 gals.).
 QA0151
 QA0151.The modeled gravity was interpolated from observed gravity values.
 QA0151
 QA0151;                    North         East    Units  Estimated Accuracy
 QA0151;SPC ID C     -   299,950.      441,950.      MT  (+/- 180 meters Scaled)
 QA0151
 QA0151                          SUPERSEDED SURVEY CONTROL
 QA0151
 QA0151  NGVD 29 (??/??/92) 1922.467  (m)         6307.29   (f) ADJ UNCH    2 0
 QA0151
 QA0151.Superseded values are not recommended for survey control.
 QA0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0151.See file dsdata.txt to determine how the superseded data were derived.
 QA0151
 QA0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK810148(NAD 83)
 QA0151_MARKER: DB = BENCH MARK DISK
 QA0151_SETTING: 80 = SET IN A BOULDER
 QA0151_STAMPING: L 234 1960
 QA0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0151+STABILITY: SURFACE MOTION
 QA0151
 QA0151  HISTORY     - Date     Condition        Report By
 QA0151  HISTORY     - 1960     MONUMENTED       CGS
 QA0151
 QA0151                          STATION DESCRIPTION
 QA0151
 QA0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 QA0151'7.7 MI N FROM SUNBEAM.
 QA0151'7.7 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AND STORE AT
 QA0151'SUNBEAM, AT A WOODEN BRIDGE OVER YANKEE FORK CREEK, IN TOP OF A 12-BY
 QA0151'13-FOOT BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE CREEK, ON THE
 QA0151'SOUTHEAST BANK OF THE CREEK, 75 FEET NORTHEAST OF THE CENTER LINE OF
 QA0151'THE ROAD, 72 FEET NORTH OF THE EAST CORNER OF THE BRIDGE, AND ABOUT 9
 QA0151'FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0455 ***********************************************************************
 PY0455  DESIGNATION -  L 234
 PY0455  PID         -  PY0455
 PY0455  STATE/COUNTY-  ID/FREMONT
 PY0455  USGS QUAD   -  SNAKE RIVER BUTTE (1965)
 PY0455
 PY0455                         *CURRENT SURVEY CONTROL
 PY0455  ___________________________________________________________________
 PY0455* NAD 83(1986)-  44 09 31.     (N)    111 17 42.     (W)     SCALED    
 PY0455* NAVD 88     -      1766.042  (meters)    5794.09   (feet)  POSTED    
 PY0455  ___________________________________________________________________
 PY0455  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 PY0455  DYNAMIC HT  -        1765.060 (meters)    5790.87  (feet)  COMP
 PY0455  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 PY0455
 PY0455  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0455
 PY0455.The horizontal coordinates were scaled from a topographic map and have
 PY0455.an estimated accuracy of +/- 6 seconds.
 PY0455
 PY0455.The orthometric height was determined by differential leveling
 PY0455.and adjusted by the National Geodetic Survey in 1992..
 PY0455.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0455.rate of 0.0 thru 1.0 mm/km.
 PY0455
 PY0455.The geoid height was determined by GEOID03.
 PY0455
 PY0455.The dynamic height is computed by dividing the NAVD 88
 PY0455.geopotential number by the normal gravity value computed on the
 PY0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0455.degrees latitude (g = 980.6199 gals.).
 PY0455
 PY0455.The modeled gravity was interpolated from observed gravity values.
 PY0455
 PY0455;                    North         East    Units  Estimated Accuracy
 PY0455;SPC ID E     -   277,190.      269,720.      MT  (+/- 180 meters Scaled)
 PY0455
 PY0455                          SUPERSEDED SURVEY CONTROL
 PY0455
 PY0455  NGVD 29 (??/??/92) 1764.873  (m)         5790.25   (f) ADJ UNCH    2 0
 PY0455
 PY0455.Superseded values are not recommended for survey control.
 PY0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0455.See file dsdata.txt to determine how the superseded data were derived.
 PY0455
 PY0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP764895(NAD 83)
 PY0455_MARKER: DD = SURVEY DISK
 PY0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0455_STAMPING: L 234 1946
 PY0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0455+STABILITY: SURFACE MOTION
 PY0455
 PY0455  HISTORY     - Date     Condition        Report By
 PY0455  HISTORY     - 1946     MONUMENTED       DOD
 PY0455
 PY0455                          STATION DESCRIPTION
 PY0455
 PY0455'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0455'13.2 MI NE FROM ASHTON.
 PY0455'13.2 MILES NORTHEAST ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT
 PY0455'COUNTY, 0.5 MILE NORTH OF A ROAD LEADING EAST TO THE BEAR GULCH GRAVEL
 PY0455'PIT, 28 FEET SOUTHWEST OF THE HIGHWAY, AND 3 FEET NORTH OF A WHITE
 PY0455'WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 PY0455'STAMPED L 234 1946 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0503 ***********************************************************************
 PY0503  DESIGNATION -  L 235
 PY0503  PID         -  PY0503
 PY0503  STATE/COUNTY-  ID/FREMONT
 PY0503  USGS QUAD   -  ISLAND PARK (1964)
 PY0503
 PY0503                         *CURRENT SURVEY CONTROL
 PY0503  ___________________________________________________________________
 PY0503* NAD 83(1986)-  44 27 12.     (N)    111 21 40.     (W)     SCALED    
 PY0503* NAVD 88     -      1924.109  (meters)    6312.68   (feet)  POSTED    
 PY0503  ___________________________________________________________________
 PY0503  GEOID HEIGHT-          -9.37  (meters)                     GEOID03
 PY0503  DYNAMIC HT  -        1923.040 (meters)    6309.17  (feet)  COMP
 PY0503  MODELED GRAV-     979,993.1   (mgal)                       NAVD 88
 PY0503
 PY0503  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PY0503
 PY0503.The horizontal coordinates were scaled from a topographic map and have
 PY0503.an estimated accuracy of +/- 6 seconds.
 PY0503
 PY0503.The orthometric height was determined by differential leveling
 PY0503.and adjusted by the National Geodetic Survey in 1992..
 PY0503.No vertical observational check was made to the station.
 PY0503.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PY0503.was located on a no-check spur therefore a value was not computed.
 PY0503
 PY0503.The geoid height was determined by GEOID03.
 PY0503
 PY0503.The dynamic height is computed by dividing the NAVD 88
 PY0503.geopotential number by the normal gravity value computed on the
 PY0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0503.degrees latitude (g = 980.6199 gals.).
 PY0503
 PY0503.The modeled gravity was interpolated from observed gravity values.
 PY0503
 PY0503;                    North         East    Units  Estimated Accuracy
 PY0503;SPC ID E     -   309,880.      264,110.      MT  (+/- 180 meters Scaled)
 PY0503
 PY0503                          SUPERSEDED SURVEY CONTROL
 PY0503
 PY0503  NGVD 29 (??/??/92) 1922.870  (m)         6308.62   (f) ADJ UNCH    2 0
 PY0503
 PY0503.Superseded values are not recommended for survey control.
 PY0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0503.See file dsdata.txt to determine how the superseded data were derived.
 PY0503
 PY0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ712222(NAD 83)
 PY0503_MARKER: DD = SURVEY DISK
 PY0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0503_STAMPING: L 235 1946
 PY0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0503+STABILITY: SURFACE MOTION
 PY0503
 PY0503  HISTORY     - Date     Condition        Report By
 PY0503  HISTORY     - 1946     MONUMENTED       DOD
 PY0503  HISTORY     - 1963     MARK NOT FOUND   USGS
 PY0503  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0503
 PY0503                          STATION DESCRIPTION
 PY0503
 PY0503'DESCRIBED BY US DEPARTMENT OF DEFENSE 1946
 PY0503'38.5 MI N FROM ASHTON.
 PY0503'38.5 MILES NORTH ALONG U.S. HIGHWAY 191 FROM ASHTON, FREMONT COUNTY,
 PY0503'0.6 MILE NORTH OF PHILLIPS LODGE, 115 FEET NORTH OF THE JUNCTION OF
 PY0503'THE ROAD LEADING WEST TO SHOTGUN VALLEY, 39 FEET WEST OF THE HIGHWAY,
 PY0503'3 FEET WEST OF SHOTGUN VALLEY SIGN, AND 3 FEET EAST OF A WHITE WOODEN
 PY0503'WITNESS POST.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 PY0503'L 235 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 PY0503'ABOVE GROUND.
 PY0503
 PY0503                          STATION RECOVERY (1963)
 PY0503
 PY0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PY0503'MARK NOT FOUND.
 PY0503
 PY0503                          STATION RECOVERY (1983)
 PY0503
 PY0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0254 ***********************************************************************
 RZ0254  DESIGNATION -  L 24
 RZ0254  PID         -  RZ0254
 RZ0254  STATE/COUNTY-  ID/LEWIS
 RZ0254  USGS QUAD   -  WINCHESTER EAST (1979)
 RZ0254
 RZ0254                         *CURRENT SURVEY CONTROL
 RZ0254  ___________________________________________________________________
 RZ0254* NAD 83(1986)-  46 14 22.     (N)    116 35 07.     (W)     SCALED    
 RZ0254* NAVD 88     -      1197.162  (meters)    3927.69   (feet)  ADJUSTED  
 RZ0254  ___________________________________________________________________
 RZ0254  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 RZ0254  DYNAMIC HT  -        1196.935 (meters)    3926.94  (feet)  COMP
 RZ0254  MODELED GRAV-     980,383.0   (mgal)                       NAVD 88
 RZ0254
 RZ0254  VERT ORDER  -  FIRST     CLASS II
 RZ0254
 RZ0254.The horizontal coordinates were scaled from a topographic map and have
 RZ0254.an estimated accuracy of +/- 6 seconds.
 RZ0254
 RZ0254.The orthometric height was determined by differential leveling
 RZ0254.and adjusted by the National Geodetic Survey in June 1991..
 RZ0254
 RZ0254.The geoid height was determined by GEOID03.
 RZ0254
 RZ0254.The dynamic height is computed by dividing the NAVD 88
 RZ0254.geopotential number by the normal gravity value computed on the
 RZ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0254.degrees latitude (g = 980.6199 gals.).
 RZ0254
 RZ0254.The modeled gravity was interpolated from observed gravity values.
 RZ0254
 RZ0254;                    North         East    Units  Estimated Accuracy
 RZ0254;SPC ID W     -   508,390.      735,580.      MT  (+/- 180 meters Scaled)
 RZ0254
 RZ0254                          SUPERSEDED SURVEY CONTROL
 RZ0254
 RZ0254  NGVD 29 (??/??/92) 1196.066  (m)         3924.09   (f) ADJ UNCH    1 2
 RZ0254
 RZ0254.Superseded values are not recommended for survey control.
 RZ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0254.See file dsdata.txt to determine how the superseded data were derived.
 RZ0254
 RZ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM319207(NAD 83)
 RZ0254_MARKER: DB = BENCH MARK DISK
 RZ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0254_STAMPING: L 24 1933
 RZ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0254+STABILITY: SURFACE MOTION
 RZ0254
 RZ0254  HISTORY     - Date     Condition        Report By
 RZ0254  HISTORY     - 1933     MONUMENTED       CGS
 RZ0254  HISTORY     - 1965     MARK NOT FOUND   NGS
 RZ0254  HISTORY     - 1982     MARK NOT FOUND   NGS
 RZ0254
 RZ0254                          STATION DESCRIPTION
 RZ0254
 RZ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RZ0254'2.1 MI SE FROM WINCHESTER.
 RZ0254'SEARCHED FOR BUT NOT RECOVERED.  THIS AREA IS NOW BEING CULTIVATED AND
 RZ0254'THE MARK MAY HAVE BEEN DESTROYED.  IT WAS TO HAVE BEEN ABOUT 2.1 MILES
 RZ0254'SOUTHEAST ALONG U.S. HIGHWAY 95 FROM A CONCRETE BLOCK GARAGE AT
 RZ0254'WINCHESTER, LEWIS COUNTY, ABOUT 100 FEET WEST OF A CATTLE-CROSSING
 RZ0254'SIGN, 33 FEET SOUTH OF THE HIGHWAY, 2 FEET NORTH OF A FENCE, AND ABOUT
 RZ0254'1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK STAMPED L 24 1933 AND
 RZ0254'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE
 RZ0254'GROUND.
 RZ0254
 RZ0254                          STATION RECOVERY (1982)
 RZ0254
 RZ0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RZ0254'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0013 ***********************************************************************
 RA0013  DESIGNATION -  L 25
 RA0013  PID         -  RA0013
 RA0013  STATE/COUNTY-  ID/IDAHO
 RA0013  USGS QUAD   -  WHITE BIRD HILL (1995)
 RA0013
 RA0013                         *CURRENT SURVEY CONTROL
 RA0013  ___________________________________________________________________
 RA0013* NAD 83(1986)-  45 51 43.     (N)    116 12 44.     (W)     SCALED    
 RA0013* NAVD 88     -      1269.910  (meters)    4166.36   (feet)  ADJUSTED  
 RA0013  ___________________________________________________________________
 RA0013  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 RA0013  DYNAMIC HT  -        1269.600 (meters)    4165.35  (feet)  COMP
 RA0013  MODELED GRAV-     980,326.5   (mgal)                       NAVD 88
 RA0013
 RA0013  VERT ORDER  -  FIRST     CLASS II
 RA0013
 RA0013.The horizontal coordinates were scaled from a topographic map and have
 RA0013.an estimated accuracy of +/- 6 seconds.
 RA0013
 RA0013.The orthometric height was determined by differential leveling
 RA0013.and adjusted by the National Geodetic Survey in June 1991..
 RA0013
 RA0013.The geoid height was determined by GEOID03.
 RA0013
 RA0013.The dynamic height is computed by dividing the NAVD 88
 RA0013.geopotential number by the normal gravity value computed on the
 RA0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0013.degrees latitude (g = 980.6199 gals.).
 RA0013
 RA0013.The modeled gravity was interpolated from observed gravity values.
 RA0013
 RA0013;                    North         East    Units  Estimated Accuracy
 RA0013;SPC ID W     -   466,200.      764,110.      MT  (+/- 180 meters Scaled)
 RA0013
 RA0013                          SUPERSEDED SURVEY CONTROL
 RA0013
 RA0013  NGVD 29 (??/??/92) 1268.791  (m)         4162.69   (f) ADJ UNCH    1 2
 RA0013
 RA0013.Superseded values are not recommended for survey control.
 RA0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0013.See file dsdata.txt to determine how the superseded data were derived.
 RA0013
 RA0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL611790(NAD 83)
 RA0013_MARKER: DB = BENCH MARK DISK
 RA0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0013_SP_SET: MONUMENT
 RA0013_STAMPING: L 25 1933
 RA0013_MARK LOGO: CGS   
 RA0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0013
 RA0013  HISTORY     - Date     Condition        Report By
 RA0013  HISTORY     - 1933     MONUMENTED       CGS
 RA0013  HISTORY     - 1965     GOOD             NGS
 RA0013  HISTORY     - 1982     GOOD             NGS
 RA0013
 RA0013                          STATION DESCRIPTION
 RA0013
 RA0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RA0013'7.8 MI SW FROM GRANGEVILLE.
 RA0013'0.35 MILE WEST ALONG STATE HIGHWAY 13, MAIN STREET, FROM THE
 RA0013'GRANGEVILLE POST OFFICE TO THE JUNCTION WITH U.S. HIGHWAY 95, THEN
 RA0013'SOUTHWEST ON U.S. HIGHWAY 95 FOR 7.5 MILES TO THE MARK ON THE LEFT,
 RA0013'1.7 MILES NORTH OF THE SUMMIT OF WHITE BIRD HILL, 0.3 MILE SOUTH OF
 RA0013'MILE POST NO. 245, 160 FEET SOUTH OF THE EAST END OF A CULVERT, 110
 RA0013'FEET SOUTHEAST OF A GATE ON THE WEST SIDE OF THE HIGHWAY, 25 FEET EAST
 RA0013'OF THE CENTER OF THE HIGHWAY, 6 1/2 FEET WEST OF THE RIGHT-OF-WAY
 RA0013'FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST SET IN A SQUARE
 RA0013'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 RA0013
 RA0013                          STATION RECOVERY (1982)
 RA0013
 RA0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0013'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO IN 1983.  NEW DESCRIPTION
 RA0013'FOLLOWS.  4.2 KM (2.65 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE
 RA0013'T-JUNCTION OF STATE HIGHWAY 13 IN GRANGEVILLE, THENCE 7.7 KM (4.8 MI)
 RA0013'SOUTH ALONG OLD US HIGHWAY 95, 0.3 KM (0.2 MI) SOUTHWEST OF THE
 RA0013'ENTRANCE TO AN ABANDONED FARM, 0.25 KM (0.15 MI) NORTH OF THE
 RA0013'Y-JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, 7.4 METERS (24.5 FT) EAST
 RA0013'OF THE HIGHWAY CENTERLINE, 56.4 METERS (185 FT) SOUTH OF THE CENTER OF
 RA0013'A TRACK ROAD CROSSING THE HIGHWAY, 48.7 METERS (160 FT) SOUTH OF THE
 RA0013'EAST END OF A 24-INCH IRON PIPE CULVERT, 2.0 METERS (6.5 FT) WEST OF
 RA0013'THE RIGHT OF WAY FENCE.
 RA0013'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RA0013'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0656 ***********************************************************************
 NV0656  DESIGNATION -  L 251
 NV0656  PID         -  NV0656
 NV0656  STATE/COUNTY-  ID/OWYHEE
 NV0656  USGS QUAD   -  BROKEN WAGON FLAT (1980)
 NV0656
 NV0656                         *CURRENT SURVEY CONTROL
 NV0656  ___________________________________________________________________
 NV0656* NAD 83(1986)-  42 39 18.     (N)    115 49 46.     (W)     SCALED    
 NV0656* NAVD 88     -      1113.812  (meters)    3654.23   (feet)  ADJUSTED  
 NV0656  ___________________________________________________________________
 NV0656  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 NV0656  DYNAMIC HT  -        1113.229 (meters)    3652.32  (feet)  COMP
 NV0656  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 NV0656
 NV0656  VERT ORDER  -  SECOND    CLASS 0
 NV0656
 NV0656.The horizontal coordinates were scaled from a topographic map and have
 NV0656.an estimated accuracy of +/- 6 seconds.
 NV0656
 NV0656.The orthometric height was determined by differential leveling
 NV0656.and adjusted by the National Geodetic Survey in June 1991..
 NV0656
 NV0656.The geoid height was determined by GEOID03.
 NV0656
 NV0656.The dynamic height is computed by dividing the NAVD 88
 NV0656.geopotential number by the normal gravity value computed on the
 NV0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0656.degrees latitude (g = 980.6199 gals.).
 NV0656
 NV0656.The modeled gravity was interpolated from observed gravity values.
 NV0656
 NV0656;                    North         East    Units  Estimated Accuracy
 NV0656;SPC ID W     -   109,780.      793,490.      MT  (+/- 180 meters Scaled)
 NV0656
 NV0656                          SUPERSEDED SURVEY CONTROL
 NV0656
 NV0656  NGVD 29 (??/??/92) 1112.863  (m)         3651.12   (f) ADJ UNCH    2 0
 NV0656
 NV0656.Superseded values are not recommended for survey control.
 NV0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0656.See file dsdata.txt to determine how the superseded data were derived.
 NV0656
 NV0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH959231(NAD 83)
 NV0656_MARKER: DB = BENCH MARK DISK
 NV0656_SETTING: 80 = SET IN A BOULDER
 NV0656_SP_SET: BOULDER
 NV0656_STAMPING: L 251 1961
 NV0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0656+STABILITY: SURFACE MOTION
 NV0656
 NV0656  HISTORY     - Date     Condition        Report By
 NV0656  HISTORY     - 1961     MONUMENTED       CGS
 NV0656  HISTORY     - 1975     GOOD             USGS
 NV0656
 NV0656                          STATION DESCRIPTION
 NV0656
 NV0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NV0656'20.7 MI SW FROM HOT SPRING.
 NV0656'13.8 MILES SOUTHWEST ALONG THE ROAD TO GRASMERE FROM THE BRIDGE OVER
 NV0656'BRUNEAU RIVER AT HOT SPRING, THEN 6.9 MILES WEST ALONG ROAD TO STATE
 NV0656'HIGHWAY 51, 80 FEET SOUTH OF CENTER OF ROAD, 4 FEET HIGHER THAN ROAD,
 NV0656'2.5 FEET NORTH OF A WITNESS POST, CEMENTED IN A DRILL HOLE IN A
 NV0656'BOULDER 3 1/2 BY 2 FEET AND PROJECTING 1 FOOT.
 NV0656
 NV0656                          STATION RECOVERY (1975)
 NV0656
 NV0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NV0656'13.8 MILES SOUTHWEST ALONG THE BLACKSTONE GRASMERE ROAD, FROM THE
 NV0656'BRIDGE OVER BRUNEAU RIVER AT HOT SPRING, TO A CROSS-ROAD, THEN 4.8
 NV0656'MILES WEST TO THE INTERSECTION OF THE CCC ROAD AND MISSILE BASE ROAD,
 NV0656'THEN 2.1 MILES WEST ON MISSILE BASE ROAD, 54 FEET SOUTH OF THE CENTER
 NV0656'OF THE ROAD, 4 FEET HIGHER THAN THE ROAD, 2.5 FEET NORTH OF A WITNESS
 NV0656'POST, CEMENTED IN A DRILL HOLE IN A BOULDER 3 1/2 BY 2 FEET AND
 NV0656'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0055 ***********************************************************************
 RA0055  DESIGNATION -  L 26
 RA0055  PID         -  RA0055
 RA0055  STATE/COUNTY-  ID/IDAHO
 RA0055  USGS QUAD   -  LUCILE (1995)
 RA0055
 RA0055                         *CURRENT SURVEY CONTROL
 RA0055  ___________________________________________________________________
 RA0055* NAD 83(1986)-  45 34 04.     (N)    116 18 14.     (W)     SCALED    
 RA0055* NAVD 88     -       496.610  (meters)    1629.29   (feet)  ADJUSTED  
 RA0055  ___________________________________________________________________
 RA0055  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 RA0055  DYNAMIC HT  -         496.524 (meters)    1629.01  (feet)  COMP
 RA0055  MODELED GRAV-     980,428.4   (mgal)                       NAVD 88
 RA0055
 RA0055  VERT ORDER  -  FIRST     CLASS II
 RA0055
 RA0055.The horizontal coordinates were scaled from a topographic map and have
 RA0055.an estimated accuracy of +/- 6 seconds.
 RA0055
 RA0055.The orthometric height was determined by differential leveling
 RA0055.and adjusted by the National Geodetic Survey in June 1991..
 RA0055
 RA0055.The geoid height was determined by GEOID03.
 RA0055
 RA0055.The dynamic height is computed by dividing the NAVD 88
 RA0055.geopotential number by the normal gravity value computed on the
 RA0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0055.degrees latitude (g = 980.6199 gals.).
 RA0055
 RA0055.The modeled gravity was interpolated from observed gravity values.
 RA0055
 RA0055;                    North         East    Units  Estimated Accuracy
 RA0055;SPC ID W     -   433,550.      756,760.      MT  (+/- 180 meters Scaled)
 RA0055
 RA0055                          SUPERSEDED SURVEY CONTROL
 RA0055
 RA0055  NGVD 29 (??/??/92)  495.545  (m)         1625.80   (f) ADJ UNCH    1 2
 RA0055
 RA0055.Superseded values are not recommended for survey control.
 RA0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0055.See file dsdata.txt to determine how the superseded data were derived.
 RA0055
 RA0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL543462(NAD 83)
 RA0055_MARKER: DB = BENCH MARK DISK
 RA0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RA0055_SP_SET: MONUMENT
 RA0055_STAMPING: L 26 1933
 RA0055_MARK LOGO: CGS   
 RA0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RA0055
 RA0055  HISTORY     - Date     Condition        Report By
 RA0055  HISTORY     - 1933     MONUMENTED       CGS
 RA0055  HISTORY     - 1967     GOOD             NGS
 RA0055  HISTORY     - 1982     GOOD             NGS
 RA0055
 RA0055                          STATION DESCRIPTION
 RA0055
 RA0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0055'11.8 MI N FROM RIGGINS.
 RA0055'11.8 MILES NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT
 RA0055'RIGGINS, 0.15 MILE NORTH OF MILE POST NO. 211, 400 FEET NORTHEAST AND
 RA0055'ACROSS THE HIGHWAY FROM A SMALL PARK AND PICNIC AREA, 85 FEET EAST OF
 RA0055'THE CENTER OF THE HIGHWAY, 4 FEET WEST OF A WITNESS POST AND 10 FEET
 RA0055'ABOVE THE LEVEL OF THE HIGHWAY SET IN A 10-INCH SQUARE CONCRETE
 RA0055'MONUMENT THAT PROJECTS 6 INCHES.
 RA0055
 RA0055                          STATION RECOVERY (1982)
 RA0055
 RA0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0055'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.2 KM
 RA0055'(7.0 MI) SOUTH ALONG US HIGHWAY 95 FROM THE US FOREST SERVICE RANGER
 RA0055'STATION IN SLATE CREEK, AT THE SOUTH END OF A LONG NARROW BENCH ON THE
 RA0055'INSIDE OF A CURVE, 2.2 KM (1.35 MI) SOUTH OF THE BRIDGE OVER JOHN DAY
 RA0055'CREEK, 0.28 KM (0.15 MI) NORTHWEST OF THE T-JUNCTION OF A DIRT ROAD
 RA0055'LEADING EAST ALONG WET GULCH, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST
 RA0055'207, 25.3 METERS (83 FT) EAST-NORTHEAST OF THE HIGHWAY CENTERLINE,
 RA0055'37.2 METERS (122 FT) NORTH-NORTHWEST OF THE NORTH EDGE OF A MASSIVE
 RA0055'GRANITE OUTCROP AT THE SOUTH END OF THE BENCH, 0.6 METER (2 FT)
 RA0055'WEST-SOUTHWEST OF THE RIGHT OF WAY FENCE.
 RA0055'THE MARK IS 1.0 METERS  ENE FROM A WITNESS POST.
 RA0055'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0036 ***********************************************************************
 NU0036  DESIGNATION -  L 261
 NU0036  PID         -  NU0036
 NU0036  STATE/COUNTY-  ID/BANNOCK
 NU0036  USGS QUAD   -  MC CAMMON (1968)
 NU0036
 NU0036                         *CURRENT SURVEY CONTROL
 NU0036  ___________________________________________________________________
 NU0036* NAD 83(1986)-  42 39 42.     (N)    112 11 50.     (W)     SCALED    
 NU0036* NAVD 88     -      1441.449  (meters)    4729.15   (feet)  ADJUSTED  
 NU0036  ___________________________________________________________________
 NU0036  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NU0036  DYNAMIC HT  -        1440.544 (meters)    4726.18  (feet)  COMP
 NU0036  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 NU0036  OBS GRAVITY -     979,943.1   (mgal)                       GRAV_OBS
 NU0036
 NU0036  VERT ORDER  -  FIRST     CLASS I
 NU0036
 NU0036.The horizontal coordinates were scaled from a topographic map and have
 NU0036.an estimated accuracy of +/- 6 seconds.
 NU0036
 NU0036.The orthometric height was determined by differential leveling
 NU0036.and adjusted by the National Geodetic Survey in June 1991..
 NU0036.WARNING-Repeat measurements at this control monument indicate possible
 NU0036.vertical movement.
 NU0036
 NU0036.The geoid height was determined by GEOID03.
 NU0036
 NU0036.The dynamic height is computed by dividing the NAVD 88
 NU0036.geopotential number by the normal gravity value computed on the
 NU0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0036.degrees latitude (g = 980.6199 gals.).
 NU0036
 NU0036.The modeled gravity was interpolated from observed gravity values.
 NU0036.The observed gravity was obtained from relative gravimeter ties
 NU0036.to the IGSN71 gravity network.
 NU0036
 NU0036;                    North         East    Units  Estimated Accuracy
 NU0036;SPC ID E     -   110,520.      197,500.      MT  (+/- 180 meters Scaled)
 NU0036
 NU0036                          SUPERSEDED SURVEY CONTROL
 NU0036
 NU0036  NGVD 29 (??/??/92) 1440.362  (m)         4725.59   (f) ADJ UNCH    1 1
 NU0036
 NU0036.Superseded values are not recommended for survey control.
 NU0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0036.See file dsdata.txt to determine how the superseded data were derived.
 NU0036
 NU0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN018239(NAD 83)
 NU0036_MARKER: DB = BENCH MARK DISK
 NU0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU0036_SP_SET: ABUTMENT
 NU0036_STAMPING: L 261 1937
 NU0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU0036
 NU0036  HISTORY     - Date     Condition        Report By
 NU0036  HISTORY     - 1937     MONUMENTED       CGS
 NU0036  HISTORY     - 1967     GOOD             NGS
 NU0036
 NU0036                          STATION DESCRIPTION
 NU0036
 NU0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 NU0036'0.6 MI N FROM MCCAMMON.
 NU0036'0.6 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0036'MCCAMMON, BANNOCK COUNTY, 1-1/2 POLES NORTH OF MILEPOST 192, AT
 NU0036'RAILROAD BRIDGE 192.06 OVER OLD U.S. HIGHWAY 91, IN THE TOP OF THE
 NU0036'WEST END OF THE SOUTH CONCRETE ABUTMENT, 10 FEET WEST OF THE
 NU0036'CENTERLINE OF THE EASTBOUND TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE
 NU0036'TRACK.  A STANDARD DISK, STAMPED L 261 1937.
 NU0036
 NU0036                          STATION RECOVERY (1967)
 NU0036
 NU0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0573 ***********************************************************************
 NU0573  DESIGNATION -  L 263
 NU0573  PID         -  NU0573
 NU0573  STATE/COUNTY-  ID/POWER
 NU0573  USGS QUAD   -  AMERICAN FALLS (1971)
 NU0573
 NU0573                         *CURRENT SURVEY CONTROL
 NU0573  ___________________________________________________________________
 NU0573* NAD 83(1986)-  42 50 14.     (N)    112 46 16.     (W)     SCALED    
 NU0573* NAVD 88     -      1346.638  (meters)    4418.09   (feet)  ADJUSTED  
 NU0573  ___________________________________________________________________
 NU0573  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 NU0573  DYNAMIC HT  -        1345.871 (meters)    4415.58  (feet)  COMP
 NU0573  MODELED GRAV-     980,004.2   (mgal)                       NAVD 88
 NU0573
 NU0573  VERT ORDER  -  FIRST     CLASS II
 NU0573
 NU0573.The horizontal coordinates were scaled from a topographic map and have
 NU0573.an estimated accuracy of +/- 6 seconds.
 NU0573
 NU0573.The orthometric height was determined by differential leveling
 NU0573.and adjusted by the National Geodetic Survey in June 1991..
 NU0573
 NU0573.The geoid height was determined by GEOID03.
 NU0573
 NU0573.The dynamic height is computed by dividing the NAVD 88
 NU0573.geopotential number by the normal gravity value computed on the
 NU0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0573.degrees latitude (g = 980.6199 gals.).
 NU0573
 NU0573.The modeled gravity was interpolated from observed gravity values.
 NU0573
 NU0573;                    North         East    Units  Estimated Accuracy
 NU0573;SPC ID E     -   130,190.      150,590.      MT  (+/- 180 meters Scaled)
 NU0573
 NU0573                          SUPERSEDED SURVEY CONTROL
 NU0573
 NU0573  NGVD 29 (??/??/92) 1345.612  (m)         4414.73   (f) ADJ UNCH    1 2
 NU0573
 NU0573.Superseded values are not recommended for survey control.
 NU0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0573.See file dsdata.txt to determine how the superseded data were derived.
 NU0573
 NU0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN552442(NAD 83)
 NU0573_MARKER: Q = CHISELED SQUARE
 NU0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0573_SP_SET: FOOTING
 NU0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0573
 NU0573  HISTORY     - Date     Condition        Report By
 NU0573  HISTORY     - UNK      MONUMENTED       CGS
 NU0573  HISTORY     - 1949     GOOD             NGS
 NU0573
 NU0573                          STATION DESCRIPTION
 NU0573
 NU0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 NU0573'5.7 MI NE FROM AMERICAN FALLS.
 NU0573'5.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NU0573'AT AMERICAN FALLS, POWER COUNTY, AT THE BRIDGE CARRYING U.S. HIGHWAY
 NU0573'30 N OVER THE RAILROAD, ON THE TOP OF THE EAST FOOTING, AND 20 FEET
 NU0573'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK.  A CHISELED
 NU0573'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0007 ***********************************************************************
 QB0007  DESIGNATION -  L 27
 QB0007  PID         -  QB0007
 QB0007  STATE/COUNTY-  ID/ADAMS
 QB0007  USGS QUAD   -  NEW MEADOWS (1986)
 QB0007
 QB0007                         *CURRENT SURVEY CONTROL
 QB0007  ___________________________________________________________________
 QB0007* NAD 83(1986)-  44 59 04.     (N)    116 20 25.     (W)     SCALED    
 QB0007* NAVD 88     -      1223.855  (meters)    4015.26   (feet)  ADJUSTED  
 QB0007  ___________________________________________________________________
 QB0007  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 QB0007  DYNAMIC HT  -        1223.410 (meters)    4013.80  (feet)  COMP
 QB0007  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 QB0007
 QB0007  VERT ORDER  -  FIRST     CLASS II
 QB0007
 QB0007.The horizontal coordinates were scaled from a topographic map and have
 QB0007.an estimated accuracy of +/- 6 seconds.
 QB0007
 QB0007.The orthometric height was determined by differential leveling
 QB0007.and adjusted by the National Geodetic Survey in June 1991..
 QB0007
 QB0007.The geoid height was determined by GEOID03.
 QB0007
 QB0007.The dynamic height is computed by dividing the NAVD 88
 QB0007.geopotential number by the normal gravity value computed on the
 QB0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0007.degrees latitude (g = 980.6199 gals.).
 QB0007
 QB0007.The modeled gravity was interpolated from observed gravity values.
 QB0007
 QB0007;                    North         East    Units  Estimated Accuracy
 QB0007;SPC ID W     -   368,750.      753,450.      MT  (+/- 180 meters Scaled)
 QB0007
 QB0007                          SUPERSEDED SURVEY CONTROL
 QB0007
 QB0007  NGVD 29 (??/??/92) 1222.745  (m)         4011.62   (f) ADJ UNCH    1 2
 QB0007
 QB0007.Superseded values are not recommended for survey control.
 QB0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0007.See file dsdata.txt to determine how the superseded data were derived.
 QB0007
 QB0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK520814(NAD 83)
 QB0007_MARKER: DB = BENCH MARK DISK
 QB0007_SETTING: 0 = UNSPECIFIED SETTING
 QB0007_STAMPING: L 27 1933
 QB0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QB0007
 QB0007  HISTORY     - Date     Condition        Report By
 QB0007  HISTORY     - 1933     MONUMENTED       CGS
 QB0007  HISTORY     - 1966     GOOD             NGS
 QB0007
 QB0007                          STATION DESCRIPTION
 QB0007
 QB0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QB0007'3.6 MI W FROM NEW MEADOWS.
 QB0007'3.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 QB0007'NEW MEADOWS, 0.1 MILE SOUTH OF AN OLD CONCRETE BRIDGE OVER MUD CREEK,
 QB0007'19 RAILS EAST OF A CATTLE GUARD ON RAILROAD TRACKS, 180 FEET EAST OF
 QB0007'MILE POST NO. 86, 7 1/2 FEET SOUTH OF THE NEAREST RAIL AND 2 FEET
 QB0007'HIGHER THAN THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0187 ***********************************************************************
 TO0187  DESIGNATION -  L 281
 TO0187  PID         -  TO0187
 TO0187  STATE/COUNTY-  ID/BONNER
 TO0187  USGS QUAD   -  MORTON (1996)
 TO0187
 TO0187                         *CURRENT SURVEY CONTROL
 TO0187  ___________________________________________________________________
 TO0187* NAD 83(1986)-  48 12 43.     (N)    116 43 10.     (W)     SCALED    
 TO0187* NAVD 88     -       629.926  (meters)    2066.68   (feet)  ADJUSTED  
 TO0187  ___________________________________________________________________
 TO0187  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 TO0187  DYNAMIC HT  -         629.986 (meters)    2066.88  (feet)  COMP
 TO0187  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 TO0187
 TO0187  VERT ORDER  -  FIRST     CLASS II
 TO0187
 TO0187.The horizontal coordinates were scaled from a topographic map and have
 TO0187.an estimated accuracy of +/- 6 seconds.
 TO0187
 TO0187.The orthometric height was determined by differential leveling
 TO0187.and adjusted by the National Geodetic Survey in June 1991..
 TO0187.WARNING-Repeat measurements at this control monument indicate possible
 TO0187.vertical movement.
 TO0187
 TO0187.The geoid height was determined by GEOID03.
 TO0187
 TO0187.The dynamic height is computed by dividing the NAVD 88
 TO0187.geopotential number by the normal gravity value computed on the
 TO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0187.degrees latitude (g = 980.6199 gals.).
 TO0187
 TO0187.The modeled gravity was interpolated from observed gravity values.
 TO0187
 TO0187;                    North         East    Units  Estimated Accuracy
 TO0187;SPC ID W     -   727,790.      727,960.      MT  (+/- 180 meters Scaled)
 TO0187
 TO0187                          SUPERSEDED SURVEY CONTROL
 TO0187
 TO0187  NGVD 29 (??/??/92)  628.765  (m)         2062.87   (f) ADJ UNCH    1 2
 TO0187
 TO0187.Superseded values are not recommended for survey control.
 TO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0187.See file dsdata.txt to determine how the superseded data were derived.
 TO0187
 TO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP208398(NAD 83)
 TO0187_MARKER: DB = BENCH MARK DISK
 TO0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0187_SP_SET: CULVERT
 TO0187_STAMPING: L 281 1942
 TO0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0187
 TO0187  HISTORY     - Date     Condition        Report By
 TO0187  HISTORY     - 1942     MONUMENTED       CGS
 TO0187  HISTORY     - 1980     GOOD             NGS
 TO0187
 TO0187                          STATION DESCRIPTION
 TO0187
 TO0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0187'10.38 MI SW FROM SANDPOINT.
 TO0187'ALONG GREAT NORTHERN RY. ALONG THE SPOKANE-INTERNATIONAL RAILROAD FROM
 TO0187'THE DEPOT, AT CULVERT NO. 1412 + 43 OVER JACKSON CREEK, 50 FEET WEST
 TO0187'OF THE CENTER LINE OF TRACK, 12 FEET BELOW TRACK LEVEL, 2 FEET SOUTH
 TO0187'OF THE NORTH END OF HEADWALL. STAMPED L 281 1942.
 TO0187
 TO0187                          STATION RECOVERY (1980)
 TO0187
 TO0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0187'BENCH MARK RECOVERED ON THIS DATE AS DESCRIBED. NOTE-BRIDGE IS OVER
 TO0187'JOHNSON CREEK NOT JACKSON CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0235 ***********************************************************************
 TO0235  DESIGNATION -  L 282
 TO0235  PID         -  TO0235
 TO0235  STATE/COUNTY-  ID/BONNER
 TO0235  USGS QUAD   -  SAGLE (1968)
 TO0235
 TO0235                         *CURRENT SURVEY CONTROL
 TO0235  ___________________________________________________________________
 TO0235* NAD 83(1986)-  48 10 22.     (N)    116 35 37.     (W)     SCALED    
 TO0235* NAVD 88     -       673.997  (meters)    2211.27   (feet)  ADJUSTED  
 TO0235  ___________________________________________________________________
 TO0235  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 TO0235  DYNAMIC HT  -         674.043 (meters)    2211.42  (feet)  COMP
 TO0235  MODELED GRAV-     980,659.1   (mgal)                       NAVD 88
 TO0235
 TO0235  VERT ORDER  -  FIRST     CLASS II
 TO0235
 TO0235.The horizontal coordinates were scaled from a topographic map and have
 TO0235.an estimated accuracy of +/- 6 seconds.
 TO0235
 TO0235.The orthometric height was determined by differential leveling
 TO0235.and adjusted by the National Geodetic Survey in June 1991..
 TO0235
 TO0235.The geoid height was determined by GEOID03.
 TO0235
 TO0235.The dynamic height is computed by dividing the NAVD 88
 TO0235.geopotential number by the normal gravity value computed on the
 TO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0235.degrees latitude (g = 980.6199 gals.).
 TO0235
 TO0235.The modeled gravity was interpolated from observed gravity values.
 TO0235
 TO0235;                    North         East    Units  Estimated Accuracy
 TO0235;SPC ID W     -   723,320.      737,260.      MT  (+/- 180 meters Scaled)
 TO0235
 TO0235                          SUPERSEDED SURVEY CONTROL
 TO0235
 TO0235  NGVD 29 (??/??/92)  672.807  (m)         2207.37   (f) ADJ UNCH    1 2
 TO0235
 TO0235.Superseded values are not recommended for survey control.
 TO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0235.See file dsdata.txt to determine how the superseded data were derived.
 TO0235
 TO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP302355(NAD 83)
 TO0235_MARKER: DB = BENCH MARK DISK
 TO0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0235_STAMPING: L 282 1942
 TO0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0235+STABILITY: SURFACE MOTION
 TO0235
 TO0235  HISTORY     - Date     Condition        Report By
 TO0235  HISTORY     - 1942     MONUMENTED       CGS
 TO0235  HISTORY     - 1944     GOOD             NGS
 TO0235  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0235
 TO0235                          STATION DESCRIPTION
 TO0235
 TO0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 TO0235'2.0 MI SW FROM ALGOMA.
 TO0235'2.0 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 TO0235'STATION AT ALGOMA, SET BETWEEN THE TRACK AND THE HIGHWAY, IN LINE WITH
 TO0235'THE EAST-WEST FENCE LOCATED ON THE WEST SIDE OF HIGHWAY, 95.8 FEET
 TO0235'WEST OF WEST RAIL OF TRACK, 74 FEET EAST OF CENTER-LINE OF HIGHWAY,
 TO0235'ABOUT 0.1 MILE SOUTH OF MILEPOST NO. 12, 2.5 FEET NORTHEAST OF
 TO0235'REFERENCE POST.  BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 TO0235'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 TO0235
 TO0235                          STATION RECOVERY (1967)
 TO0235
 TO0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0261 ***********************************************************************
 TO0261  DESIGNATION -  L 283
 TO0261  PID         -  TO0261
 TO0261  STATE/COUNTY-  ID/BONNER
 TO0261  USGS QUAD   -  QUARTZ MTN (1996)
 TO0261
 TO0261                         *CURRENT SURVEY CONTROL
 TO0261  ___________________________________________________________________
 TO0261* NAD 83(1986)-  48 20 57.     (N)    116 58 52.     (W)     SCALED    
 TO0261* NAVD 88     -       738.289  (meters)    2422.20   (feet)  ADJUSTED  
 TO0261  ___________________________________________________________________
 TO0261  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 TO0261  DYNAMIC HT  -         738.358 (meters)    2422.43  (feet)  COMP
 TO0261  MODELED GRAV-     980,679.6   (mgal)                       NAVD 88
 TO0261
 TO0261  VERT ORDER  -  FIRST     CLASS II
 TO0261
 TO0261.The horizontal coordinates were scaled from a topographic map and have
 TO0261.an estimated accuracy of +/- 6 seconds.
 TO0261
 TO0261.The orthometric height was determined by differential leveling
 TO0261.and adjusted by the National Geodetic Survey in June 1991..
 TO0261
 TO0261.The geoid height was determined by GEOID03.
 TO0261
 TO0261.The dynamic height is computed by dividing the NAVD 88
 TO0261.geopotential number by the normal gravity value computed on the
 TO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0261.degrees latitude (g = 980.6199 gals.).
 TO0261
 TO0261.The modeled gravity was interpolated from observed gravity values.
 TO0261
 TO0261;                    North         East    Units  Estimated Accuracy
 TO0261;SPC ID W     -   743,320.      708,760.      MT  (+/- 180 meters Scaled)
 TO0261
 TO0261                          SUPERSEDED SURVEY CONTROL
 TO0261
 TO0261  NGVD 29 (??/??/92)  737.102  (m)         2418.31   (f) ADJ UNCH    1 2
 TO0261
 TO0261.Superseded values are not recommended for survey control.
 TO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0261.See file dsdata.txt to determine how the superseded data were derived.
 TO0261
 TO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP013551(NAD 83)
 TO0261_MARKER: DB = BENCH MARK DISK
 TO0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0261_SP_SET: CULVERT
 TO0261_STAMPING: L 283 1942
 TO0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0261
 TO0261  HISTORY     - Date     Condition        Report By
 TO0261  HISTORY     - 1942     MONUMENTED       CGS
 TO0261  HISTORY     - 1967     MARK NOT FOUND   USGS
 TO0261
 TO0261                          STATION DESCRIPTION
 TO0261
 TO0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 TO0261'13.8 MI S FROM COOLIN.
 TO0261'5.0 MI. N. OF FALLS RANGER STA. ON WEST BRANCH ROAD, 15 FEET NORTHEAST
 TO0261'AND 4 FEET BELOW HIGHWAY CENTER LINE, IN NORTHEAST END OF CONCRETE
 TO0261'HIGHWAY CULVERT, 12-INCHES FROM SOUTHEAST CORNER.  STAMPED L 283 1942.
 TO0261
 TO0261                          STATION RECOVERY (1967)
 TO0261
 TO0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TO0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0182 ***********************************************************************
 SV0182  DESIGNATION -  L 284
 SV0182  PID         -  SV0182
 SV0182  STATE/COUNTY-  ID/SHOSHONE
 SV0182  USGS QUAD   -  KELLOGG WEST (1996)
 SV0182
 SV0182                         *CURRENT SURVEY CONTROL
 SV0182  ___________________________________________________________________
 SV0182* NAD 83(1986)-  47 32 22.     (N)    116 07 54.     (W)     SCALED    
 SV0182* NAVD 88     -       699.235  (meters)    2294.07   (feet)  ADJUSTED  
 SV0182  ___________________________________________________________________
 SV0182  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 SV0182  DYNAMIC HT  -         699.230 (meters)    2294.06  (feet)  COMP
 SV0182  MODELED GRAV-     980,584.0   (mgal)                       NAVD 88
 SV0182
 SV0182  VERT ORDER  -  SECOND    CLASS 0
 SV0182
 SV0182.The horizontal coordinates were scaled from a topographic map and have
 SV0182.an estimated accuracy of +/- 6 seconds.
 SV0182
 SV0182.The orthometric height was determined by differential leveling
 SV0182.and adjusted by the National Geodetic Survey in June 1991..
 SV0182
 SV0182.The geoid height was determined by GEOID03.
 SV0182
 SV0182.The dynamic height is computed by dividing the NAVD 88
 SV0182.geopotential number by the normal gravity value computed on the
 SV0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0182.degrees latitude (g = 980.6199 gals.).
 SV0182
 SV0182.The modeled gravity was interpolated from observed gravity values.
 SV0182
 SV0182;                    North         East    Units  Estimated Accuracy
 SV0182;SPC ID W     -   652,630.      771,270.      MT  (+/- 180 meters Scaled)
 SV0182
 SV0182                          SUPERSEDED SURVEY CONTROL
 SV0182
 SV0182  NGVD 29 (??/??/92)  698.124  (m)         2290.43   (f) ADJ UNCH    2 0
 SV0182
 SV0182.Superseded values are not recommended for survey control.
 SV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0182.See file dsdata.txt to determine how the superseded data were derived.
 SV0182
 SV0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN653654(NAD 83)
 SV0182_MARKER: DB = BENCH MARK DISK
 SV0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0182_STAMPING: L 284 1944
 SV0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0182+STABILITY: SURFACE MOTION
 SV0182
 SV0182  HISTORY     - Date     Condition        Report By
 SV0182  HISTORY     - 1944     MONUMENTED       CGS
 SV0182
 SV0182                          STATION DESCRIPTION
 SV0182
 SV0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 SV0182'IN KELLOGG AIRPORT.
 SV0182'0.6 MILE WEST OF THE UNION PACIFIC RAILROAD STATION AT KELLOGG,
 SV0182'SHOSHONE COUNTY, AT KELLOGG AIRPORT, 0.8 FOOT NORTH OF THE NORTHEAST
 SV0182'CORNER OF THE HANGAR, AND 2-1/2 FEET EAST OF THE TRACK FOR A SLIDING
 SV0182'DOOR.  A STANDARD DISK, STAMPED L 284 1944 AND SET IN THE TOP OF A
 SV0182'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0374 ***********************************************************************
 SV0374  DESIGNATION -  L 285
 SV0374  PID         -  SV0374
 SV0374  STATE/COUNTY-  ID/KOOTENAI
 SV0374  USGS QUAD   -  RATHDRUM (1996)
 SV0374
 SV0374                         *CURRENT SURVEY CONTROL
 SV0374  ___________________________________________________________________
 SV0374* NAD 83(1986)-  47 47 08.     (N)    116 56 34.     (W)     SCALED    
 SV0374* NAVD 88     -       658.749  (meters)    2161.25   (feet)  ADJUSTED  
 SV0374  ___________________________________________________________________
 SV0374  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 SV0374  DYNAMIC HT  -         658.786 (meters)    2161.37  (feet)  COMP
 SV0374  MODELED GRAV-     980,647.1   (mgal)                       NAVD 88
 SV0374
 SV0374  VERT ORDER  -  FIRST     CLASS II
 SV0374
 SV0374.The horizontal coordinates were scaled from a topographic map and have
 SV0374.an estimated accuracy of +/- 6 seconds.
 SV0374
 SV0374.The orthometric height was determined by differential leveling
 SV0374.and adjusted by the National Geodetic Survey in June 1991..
 SV0374
 SV0374.The geoid height was determined by GEOID03.
 SV0374
 SV0374.The dynamic height is computed by dividing the NAVD 88
 SV0374.geopotential number by the normal gravity value computed on the
 SV0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0374.degrees latitude (g = 980.6199 gals.).
 SV0374
 SV0374.The modeled gravity was interpolated from observed gravity values.
 SV0374
 SV0374;                    North         East    Units  Estimated Accuracy
 SV0374;SPC ID W     -   680,610.      710,630.      MT  (+/- 180 meters Scaled)
 SV0374
 SV0374                          SUPERSEDED SURVEY CONTROL
 SV0374
 SV0374  NGVD 29 (??/??/92)  657.576  (m)         2157.40   (f) ADJ UNCH    1 2
 SV0374
 SV0374.Superseded values are not recommended for survey control.
 SV0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0374.See file dsdata.txt to determine how the superseded data were derived.
 SV0374
 SV0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN042924(NAD 83)
 SV0374_MARKER: DD = SURVEY DISK
 SV0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SV0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SV0374_STAMPING: L 285 1944 P.O.T. 304+00.1 40.00
 SV0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SV0374+STABILITY: SURFACE MOTION
 SV0374
 SV0374  HISTORY     - Date     Condition        Report By
 SV0374  HISTORY     - 1944     MONUMENTED       IDDT
 SV0374  HISTORY     - 1944     GOOD             NGS
 SV0374  HISTORY     - 1980     GOOD             BPA
 SV0374
 SV0374                          STATION DESCRIPTION
 SV0374
 SV0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SV0374'2.75 MI SW FROM RATHDRUM.
 SV0374'2.75 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SV0374'STATION AT RATHDRUM, SET ALONG STATE HIGHWAY NO. 53, SET BETWEEN THE
 SV0374'TRACK AND HIGHWAY, 118 FEET NORTHWEST OF NORTHWEST RAIL OF TRACK, 40
 SV0374'FEET SOUTHEAST OF CENTER-LINE OF HIGHWAY, IN THE FENCE LINE, 2 FEET
 SV0374'NORTHEAST OF REFERENCE POST.  A IDAHO STATE HIGHWAY BRONZE
 SV0374'RIGHT-OF-WAY DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2
 SV0374'FOOT ABOVE THE GROUND.
 SV0374
 SV0374                          STATION RECOVERY (1980)
 SV0374
 SV0374'RECOVERY NOTE BY BONNEVILLE POWER ADMINISTRATION 1980
 SV0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0246 ***********************************************************************
 TO0246  DESIGNATION -  L 286
 TO0246  PID         -  TO0246
 TO0246  STATE/COUNTY-  ID/BONNER
 TO0246  USGS QUAD   -  CAREYWOOD (1996)
 TO0246
 TO0246                         *CURRENT SURVEY CONTROL
 TO0246  ___________________________________________________________________
 TO0246* NAD 83(1986)-  48 02 11.     (N)    116 38 35.     (W)     SCALED    
 TO0246* NAVD 88     -       693.373  (meters)    2274.84   (feet)  ADJUSTED  
 TO0246  ___________________________________________________________________
 TO0246  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 TO0246  DYNAMIC HT  -         693.393 (meters)    2274.91  (feet)  COMP
 TO0246  MODELED GRAV-     980,619.6   (mgal)                       NAVD 88
 TO0246
 TO0246  VERT ORDER  -  FIRST     CLASS II
 TO0246
 TO0246.The horizontal coordinates were scaled from a topographic map and have
 TO0246.an estimated accuracy of +/- 6 seconds.
 TO0246
 TO0246.The orthometric height was determined by differential leveling
 TO0246.and adjusted by the National Geodetic Survey in June 1991..
 TO0246
 TO0246.The geoid height was determined by GEOID03.
 TO0246
 TO0246.The dynamic height is computed by dividing the NAVD 88
 TO0246.geopotential number by the normal gravity value computed on the
 TO0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0246.degrees latitude (g = 980.6199 gals.).
 TO0246
 TO0246.The modeled gravity was interpolated from observed gravity values.
 TO0246
 TO0246;                    North         East    Units  Estimated Accuracy
 TO0246;SPC ID W     -   708,200.      733,410.      MT  (+/- 180 meters Scaled)
 TO0246
 TO0246                          SUPERSEDED SURVEY CONTROL
 TO0246
 TO0246  NGVD 29 (??/??/92)  692.165  (m)         2270.88   (f) ADJ UNCH    1 2
 TO0246
 TO0246.Superseded values are not recommended for survey control.
 TO0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0246.See file dsdata.txt to determine how the superseded data were derived.
 TO0246
 TO0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP266204(NAD 83)
 TO0246_MARKER: DB = BENCH MARK DISK
 TO0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0246_STAMPING: L 286 1944
 TO0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0246+STABILITY: SURFACE MOTION
 TO0246
 TO0246  HISTORY     - Date     Condition        Report By
 TO0246  HISTORY     - 1944     MONUMENTED       CGS
 TO0246
 TO0246                          STATION DESCRIPTION
 TO0246
 TO0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0246'2.4 MI NE FROM GRANITE.
 TO0246'2.4 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 TO0246'STATION AT GRANITE, ABOUT 3 RAILS SOUTHWEST OF MILEPOST NO. 22, AT THE
 TO0246'SOUTHWEST END OF A SHORT PAVED ROAD LEADING TOWARDS TRACK FROM THE
 TO0246'HIGHWAY, BETWEEN THE TRACK AND HIGHWAY, 95 FEET NORTHWEST OF
 TO0246'CENTER-LINE OF HIGHWAY, 57.4 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 TO0246'TRACK, 23 FEET SOUTHEAST OF FENCE, 2 FEET NORTHEAST OF REFERENCE POST.
 TO0246'BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 TO0246'PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0137 ***********************************************************************
 TO0137  DESIGNATION -  L 287
 TO0137  PID         -  TO0137
 TO0137  STATE/COUNTY-  ID/BONNER
 TO0137  USGS QUAD   -  HOPE (1996)
 TO0137
 TO0137                         *CURRENT SURVEY CONTROL
 TO0137  ___________________________________________________________________
 TO0137* NAD 83(1986)-  48 12 49.     (N)    116 15 20.     (W)     SCALED    
 TO0137* NAVD 88     -       639.448  (meters)    2097.92   (feet)  ADJUSTED  
 TO0137  ___________________________________________________________________
 TO0137  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 TO0137  DYNAMIC HT  -         639.476 (meters)    2098.01  (feet)  COMP
 TO0137  MODELED GRAV-     980,636.1   (mgal)                       NAVD 88
 TO0137
 TO0137  VERT ORDER  -  FIRST     CLASS II
 TO0137
 TO0137.The horizontal coordinates were scaled from a topographic map and have
 TO0137.an estimated accuracy of +/- 6 seconds.
 TO0137
 TO0137.The orthometric height was determined by differential leveling
 TO0137.and adjusted by the National Geodetic Survey in June 1991..
 TO0137.WARNING-Repeat measurements at this control monument indicate possible
 TO0137.vertical movement.
 TO0137
 TO0137.The geoid height was determined by GEOID03.
 TO0137
 TO0137.The dynamic height is computed by dividing the NAVD 88
 TO0137.geopotential number by the normal gravity value computed on the
 TO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0137.degrees latitude (g = 980.6199 gals.).
 TO0137
 TO0137.The modeled gravity was interpolated from observed gravity values.
 TO0137
 TO0137;                    North         East    Units  Estimated Accuracy
 TO0137;SPC ID W     -   727,640.      762,430.      MT  (+/- 180 meters Scaled)
 TO0137
 TO0137                          SUPERSEDED SURVEY CONTROL
 TO0137
 TO0137  NGVD 29 (??/??/92)  638.204  (m)         2093.84   (f) ADJ UNCH    1 2
 TO0137
 TO0137.Superseded values are not recommended for survey control.
 TO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0137.See file dsdata.txt to determine how the superseded data were derived.
 TO0137
 TO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP553403(NAD 83)
 TO0137_MARKER: DB = BENCH MARK DISK
 TO0137_SETTING: 80 = SET IN A BOULDER
 TO0137_SP_SET: BOULDER
 TO0137_STAMPING: L 287 1944
 TO0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0137+STABILITY: SURFACE MOTION
 TO0137
 TO0137  HISTORY     - Date     Condition        Report By
 TO0137  HISTORY     - 1944     MONUMENTED       CGS
 TO0137  HISTORY     - 1980     POOR             NGS
 TO0137
 TO0137                          STATION DESCRIPTION
 TO0137
 TO0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0137'3.5 MI SE FROM HOPE.
 TO0137'ABOUT 3.5 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TO0137'STATION AT HOPE, BONNER COUNTY, ABOUT 8-3/4 RAILS SOUTHEAST OF
 TO0137'MILEPOST 100, 49 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET
 TO0137'NORTHEAST OF A FENCE, IN THE TOP OF A LARGE GRANITE BOULDER AND ABOUT
 TO0137'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 287 1944.
 TO0137
 TO0137                          STATION RECOVERY (1980)
 TO0137
 TO0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TO0137'10.4 KILOMETERS (6.45 MILES) NORTHWEST ALONG STATE HIGHWAY 200 FROM
 TO0137'THE PUBLIC SCHOOL IN CLARK FORK, 0.25 KILOMETERS (0.15 MILE) NORTHWEST
 TO0137'OF HIGHWAY MILEPOST 49, 105 METERS (345 FEET) SOUTHEAST OF BURLINGTON
 TO0137'NORTHERN RAILWAY MILEPOST 100, AT THE NORTHWEST END OF A RAILWAY
 TO0137'FILL, SET IN TOP OF A 1 X 1.5 METERS (3 X 5 FOOT) GRANITE BOULDER 1.4
 TO0137'METERS (4.5 FEET) SOUTHWEST OF A 36-INCH DIAMETER PONDEROSA PINE TREE,
 TO0137'49.4 METERS (162 FEET) NORTHEAST ACROSS THE RAILWAY FROM THE
 TO0137'CENTERLINE OF THE HIGHWAY, 14.6 METERS (48.0 FEET) NORTHEAST OF THE
 TO0137'NORTHEAST RAIL OF THE TRACKS, 17.7 METERS (58.0 FEET) SOUTHEAST OF
 TO0137'TELEGRAPH POLE NUMBER L 7 K. NOTE-THE MARK IS SLANTING AND MAY HAVE
 TO0137'BEEN MOVED BY THE TREE, HIGH POINT IS THE G IN GEODETIC.
 TO0137'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0048 ***********************************************************************
 TO0048  DESIGNATION -  L 288
 TO0048  PID         -  TO0048
 TO0048  STATE/COUNTY-  ID/BOUNDARY
 TO0048  USGS QUAD   -  COPELAND (1965)
 TO0048
 TO0048                         *CURRENT SURVEY CONTROL
 TO0048  ___________________________________________________________________
 TO0048* NAD 83(1986)-  48 57 04.     (N)    116 26 29.     (W)     SCALED    
 TO0048* NAVD 88     -       542.335  (meters)    1779.31   (feet)  ADJUSTED  
 TO0048  ___________________________________________________________________
 TO0048  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 TO0048  DYNAMIC HT  -         542.401 (meters)    1779.53  (feet)  COMP
 TO0048  MODELED GRAV-     980,716.6   (mgal)                       NAVD 88
 TO0048
 TO0048  VERT ORDER  -  FIRST     CLASS II
 TO0048
 TO0048.The horizontal coordinates were scaled from a topographic map and have
 TO0048.an estimated accuracy of +/- 6 seconds.
 TO0048
 TO0048.The orthometric height was determined by differential leveling
 TO0048.and adjusted by the National Geodetic Survey in June 1991..
 TO0048
 TO0048.The geoid height was determined by GEOID03.
 TO0048
 TO0048.The dynamic height is computed by dividing the NAVD 88
 TO0048.geopotential number by the normal gravity value computed on the
 TO0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0048.degrees latitude (g = 980.6199 gals.).
 TO0048
 TO0048.The modeled gravity was interpolated from observed gravity values.
 TO0048
 TO0048;                    North         East    Units  Estimated Accuracy
 TO0048;SPC ID W     -   809,750.      749,360.      MT  (+/- 180 meters Scaled)
 TO0048
 TO0048                          SUPERSEDED SURVEY CONTROL
 TO0048
 TO0048  NGVD 29 (??/??/92)  541.129  (m)         1775.35   (f) ADJ UNCH    1 2
 TO0048
 TO0048.Superseded values are not recommended for survey control.
 TO0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0048.See file dsdata.txt to determine how the superseded data were derived.
 TO0048
 TO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ408221(NAD 83)
 TO0048_MARKER: DB = BENCH MARK DISK
 TO0048_SETTING: 80 = SET IN A BOULDER
 TO0048_SP_SET: BOULDER
 TO0048_STAMPING: L 288 1944
 TO0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0048+STABILITY: SURFACE MOTION
 TO0048
 TO0048  HISTORY     - Date     Condition        Report By
 TO0048  HISTORY     - 1944     MONUMENTED       CGS
 TO0048  HISTORY     - 1964     MARK NOT FOUND   USGS
 TO0048
 TO0048                          STATION DESCRIPTION
 TO0048
 TO0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 TO0048'4.5 MI NW FROM COPELAND.
 TO0048'4.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TO0048'AT COPELAND, SET AT MILEPOST NO. 21, IN THE TOP OF A BOULDER, 105 FEET
 TO0048'SOUTH-SOUTHEAST OF THE MILEPOST, 18 FEET SOUTHWEST OF SOUTHWEST RAIL
 TO0048'OF TRACK, 11 FEET SOUTHWEST OF REFERENCE POST, ABOUT 6 FEET BELOW
 TO0048'TRACK LEVEL.  IRON BENCH MARK DISK.  NOTE-- NEW FILL HAS BEEN ADDED IN
 TO0048'THIS AREA AND THE BENCH MARK HAS PROBABLY BEEN DISTURBED OR COVERED
 TO0048'UP.
 TO0048
 TO0048                          STATION RECOVERY (1964)
 TO0048
 TO0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1153 ***********************************************************************
 NU1153  DESIGNATION -  L 289
 NU1153  PID         -  NU1153
 NU1153  STATE/COUNTY-  ID/CASSIA
 NU1153  USGS QUAD   -  BURLEY SE (1978)
 NU1153
 NU1153                         *CURRENT SURVEY CONTROL
 NU1153  ___________________________________________________________________
 NU1153* NAD 83(1986)-  42 32 32.     (N)    113 46 52.     (W)     SCALED    
 NU1153* NAVD 88     -      1265.507  (meters)    4151.92   (feet)  ADJUSTED  
 NU1153  ___________________________________________________________________
 NU1153  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 NU1153  DYNAMIC HT  -        1264.785 (meters)    4149.55  (feet)  COMP
 NU1153  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 NU1153
 NU1153  VERT ORDER  -  FIRST     CLASS II
 NU1153
 NU1153.This mark is at Burley Municipal Airport (BYI)
 NU1153
 NU1153.The horizontal coordinates were scaled from a topographic map and have
 NU1153.an estimated accuracy of +/- 6 seconds.
 NU1153
 NU1153.The orthometric height was determined by differential leveling
 NU1153.and adjusted by the National Geodetic Survey in June 1991..
 NU1153
 NU1153.The geoid height was determined by GEOID03.
 NU1153
 NU1153.The dynamic height is computed by dividing the NAVD 88
 NU1153.geopotential number by the normal gravity value computed on the
 NU1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1153.degrees latitude (g = 980.6199 gals.).
 NU1153
 NU1153.The modeled gravity was interpolated from observed gravity values.
 NU1153
 NU1153;                    North         East    Units  Estimated Accuracy
 NU1153;SPC ID C     -    97,270.      517,980.      MT  (+/- 180 meters Scaled)
 NU1153
 NU1153                          SUPERSEDED SURVEY CONTROL
 NU1153
 NU1153  NGVD 29 (??/??/92) 1264.544  (m)         4148.76   (f) ADJ UNCH    1 2
 NU1153
 NU1153.Superseded values are not recommended for survey control.
 NU1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1153.See file dsdata.txt to determine how the superseded data were derived.
 NU1153
 NU1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN716137(NAD 83)
 NU1153_MARKER: DB = BENCH MARK DISK
 NU1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1153_STAMPING: L 289 1945
 NU1153_MARK LOGO: CGS   
 NU1153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NU1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1153+STABILITY: SURFACE MOTION
 NU1153
 NU1153  HISTORY     - Date     Condition        Report By
 NU1153  HISTORY     - 1945     MONUMENTED       CGS
 NU1153  HISTORY     - 1972     GOOD             NGS
 NU1153  HISTORY     - 1977     GOOD             NGS
 NU1153  HISTORY     - 1983     GOOD             NGS
 NU1153  HISTORY     - 19860615 GOOD             NGS
 NU1153
 NU1153                          STATION DESCRIPTION
 NU1153
 NU1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NU1153'IN BURLEY MUNICIPAL AP.
 NU1153'AT THE BURLEY AIRPORT, AT THE WEST POINT OF THE INTERSECTION OF THE
 NU1153'NORTHWEST-SOUTHEAST RUNWAY AND THE EAST-WEST RUNWAY, 14.9 FEET EAST OF
 NU1153'THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A RUNWAY LIGHT, 8 FEET
 NU1153'SOUTHWEST OF THE SOUTHWEST EDGE OF THE NORTHWEST-SOUTHEAST RUNWAY, SET
 NU1153'IN THE TOP OF A SQUARE CONCRETE POST 3 INCHES BELOW THE GROUND
 NU1153'SURFACE.
 NU1153
 NU1153                          STATION RECOVERY (1977)
 NU1153
 NU1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NU1153'RECOVERED IN GOOD CONDITION.
 NU1153
 NU1153                          STATION RECOVERY (1983)
 NU1153
 NU1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1153'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE EXCEPT FOR,
 NU1153'68.3 METERS (224 FT) SOUTH OF THE NORTH BOUNDARY FENCE AND 26.8 METERS
 NU1153'(88 FT) NORTHEAST OF THE SOUTHWEST BOUNDARY FENCE.
 NU1153
 NU1153                          STATION RECOVERY (1986)
 NU1153
 NU1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 NU1153'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED L 289 1945.  IT
 NU1153'IS LOCATED NEAR THE INTERSECTION OF RUNWAY END 6 AND OLD RUNWAY END
 NU1153'10.  IT IS 112.1 FT (34.2 M) S OF OLD C/L END RWY 10 NAIL AND WASHER,
 NU1153'80.5 FT (24.5 M) NNW OF C/L END RWY 6 RR SPIKE, 80.0 FT (24.4 M) SE OF
 NU1153'A RUNWAY THRESHOLD LIGHT, 49.5 FT (15.1 M) N OF A RUNWAY THRESHOLD
 NU1153'LIGHT, 28.5 FT (8.7 M) E OF A RUNWAY THRESHOLD LIGHT, AND
 NU1153'APPROXIMATELY 10 FT (3.0 M) SW OF THE SW EDGE OF OLD RUNWAY 10-28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1074 ***********************************************************************
 NU1074  DESIGNATION -  L 29
 NU1074  PID         -  NU1074
 NU1074  STATE/COUNTY-  ID/CASSIA
 NU1074  USGS QUAD   -  LYMAN PASS (1976)
 NU1074
 NU1074                         *CURRENT SURVEY CONTROL
 NU1074  ___________________________________________________________________
 NU1074* NAD 83(1986)-  42 07 01.     (N)    113 46 58.     (W)     SCALED    
 NU1074* NAVD 88     -      1812.089  (meters)    5945.16   (feet)  ADJUSTED  
 NU1074  ___________________________________________________________________
 NU1074  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 NU1074  DYNAMIC HT  -        1810.774 (meters)    5940.85  (feet)  COMP
 NU1074  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 NU1074
 NU1074  VERT ORDER  -  FIRST     CLASS II
 NU1074
 NU1074.The horizontal coordinates were scaled from a topographic map and have
 NU1074.an estimated accuracy of +/- 6 seconds.
 NU1074
 NU1074.The orthometric height was determined by differential leveling
 NU1074.and adjusted by the National Geodetic Survey in June 1991..
 NU1074
 NU1074.The geoid height was determined by GEOID03.
 NU1074
 NU1074.The dynamic height is computed by dividing the NAVD 88
 NU1074.geopotential number by the normal gravity value computed on the
 NU1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1074.degrees latitude (g = 980.6199 gals.).
 NU1074
 NU1074.The modeled gravity was interpolated from observed gravity values.
 NU1074
 NU1074;                    North         East    Units  Estimated Accuracy
 NU1074;SPC ID C     -    50,030.      517,960.      MT  (+/- 180 meters Scaled)
 NU1074
 NU1074                          SUPERSEDED SURVEY CONTROL
 NU1074
 NU1074  NGVD 29 (??/??/92) 1810.945  (m)         5941.41   (f) ADJ UNCH    1 2
 NU1074
 NU1074.Superseded values are not recommended for survey control.
 NU1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1074.See file dsdata.txt to determine how the superseded data were derived.
 NU1074
 NU1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTM699665(NAD 83)
 NU1074_MARKER: DB = BENCH MARK DISK
 NU1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU1074_STAMPING: L 29 1934
 NU1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU1074+STABILITY: SURFACE MOTION
 NU1074
 NU1074  HISTORY     - Date     Condition        Report By
 NU1074  HISTORY     - 1934     MONUMENTED       CGS
 NU1074  HISTORY     - 1968     MARK NOT FOUND   USGS
 NU1074
 NU1074                          STATION DESCRIPTION
 NU1074
 NU1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU1074'12.0 MI S FROM OAKLEY.
 NU1074'12.0 MILES SOUTH ALONG BIRCH CREEK ROAD FROM THE OREGON SHORT LINE
 NU1074'RAILROAD STATION AT OAKLEY, CASSIA COUNTY, ON THE CENTERLINE OF A
 NU1074'RIDGE, 250 FEET SOUTHEAST OF A SHARP BEND AROUND THE CENTERLINE OF THE
 NU1074'RIDGE, 25 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 22 FEET NORTH
 NU1074'OF A CORNER POST IN A FENCE, AND 1 FOOT SOUTHWEST OF THE FENCE. A
 NU1074'STANDARD DISK, STAMPED L 29 1934 AND SET IN THE TOP OF A CONCRETE
 NU1074'POST.  NOTE-- THE ROAD WAS REALIGNED IN 1941 AND ACCORDING TO THE
 NU1074'REFERENCES THE NEW ALIGNMENT WOULD HAVE BEEN PLACED WHERE THE BENCH
 NU1074'MARK WAS.
 NU1074
 NU1074                          STATION RECOVERY (1968)
 NU1074
 NU1074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NU1074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0052 ***********************************************************************
 QZ0052  DESIGNATION -  L 290
 QZ0052  PID         -  QZ0052
 QZ0052  STATE/COUNTY-  ID/LEMHI
 QZ0052  USGS QUAD   -  ULYSSES MOUNTAIN (1991)
 QZ0052
 QZ0052                         *CURRENT SURVEY CONTROL
 QZ0052  ___________________________________________________________________
 QZ0052* NAD 83(1986)-  45 23 38.     (N)    114 02 17.     (W)     SCALED    
 QZ0052* NAVD 88     -      1092.209  (meters)    3583.36   (feet)  ADJUSTED  
 QZ0052  ___________________________________________________________________
 QZ0052  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 QZ0052  DYNAMIC HT  -        1091.816 (meters)    3582.07  (feet)  COMP
 QZ0052  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 QZ0052
 QZ0052  VERT ORDER  -  SECOND    CLASS 0
 QZ0052
 QZ0052.The horizontal coordinates were scaled from a topographic map and have
 QZ0052.an estimated accuracy of +/- 6 seconds.
 QZ0052
 QZ0052.The orthometric height was determined by differential leveling
 QZ0052.and adjusted by the National Geodetic Survey in June 1991..
 QZ0052
 QZ0052.The geoid height was determined by GEOID03.
 QZ0052
 QZ0052.The dynamic height is computed by dividing the NAVD 88
 QZ0052.geopotential number by the normal gravity value computed on the
 QZ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0052.degrees latitude (g = 980.6199 gals.).
 QZ0052
 QZ0052.The modeled gravity was interpolated from observed gravity values.
 QZ0052
 QZ0052;                    North         East    Units  Estimated Accuracy
 QZ0052;SPC ID C     -   414,090.      497,020.      MT  (+/- 180 meters Scaled)
 QZ0052
 QZ0052                          SUPERSEDED SURVEY CONTROL
 QZ0052
 QZ0052  NGVD 29 (??/??/92) 1091.079  (m)         3579.65   (f) ADJ UNCH    2 0
 QZ0052
 QZ0052.Superseded values are not recommended for survey control.
 QZ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0052.See file dsdata.txt to determine how the superseded data were derived.
 QZ0052
 QZ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL318309(NAD 83)
 QZ0052_MARKER: DB = BENCH MARK DISK
 QZ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0052_STAMPING: L 290 1945
 QZ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0052+STABILITY: SURFACE MOTION
 QZ0052
 QZ0052  HISTORY     - Date     Condition        Report By
 QZ0052  HISTORY     - 1945     MONUMENTED       CGS
 QZ0052  HISTORY     - 1958     MARK NOT FOUND   USGS
 QZ0052
 QZ0052                          STATION DESCRIPTION
 QZ0052
 QZ0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0052'2.9 MI W FROM NORTH FORK.
 QZ0052'2.9 MILES WEST ALONG THE NORTH FORK-SHOUP ROAD FROM THE POST OFFICE AT
 QZ0052'NORTH FORK, SET BETWEEN THE ROAD AND THE RIVER, 48 FEET SOUTHEAST OF A
 QZ0052'POINT 72 FEET NORTHEAST OF A PINE TREE WITH A TRIANGULAR BLAZE ON THE
 QZ0052'NORTHWEST SIDE OF TREE, 48 FEET SOUTHEAST OF CENTER-LINE OF THE ROAD,
 QZ0052'25 FEET NORTH OF THE RIVER BANK, ABOUT 10 FEET BELOW ROAD LEVEL. IRON
 QZ0052'BENCH MARK DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD AND
 QZ0052'PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND.
 QZ0052
 QZ0052                          STATION RECOVERY (1958)
 QZ0052
 QZ0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 QZ0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0080 ***********************************************************************
 QZ0080  DESIGNATION -  L 291
 QZ0080  PID         -  QZ0080
 QZ0080  STATE/COUNTY-  ID/LEMHI
 QZ0080  USGS QUAD   -  BIG HORN CRAGS (1991)
 QZ0080
 QZ0080                         *CURRENT SURVEY CONTROL
 QZ0080  ___________________________________________________________________
 QZ0080* NAD 83(1986)-  45 19 23.     (N)    114 25 03.     (W)     SCALED    
 QZ0080* NAVD 88     -       974.387  (meters)    3196.80   (feet)  ADJUSTED  
 QZ0080  ___________________________________________________________________
 QZ0080  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 QZ0080  DYNAMIC HT  -         974.005 (meters)    3195.55  (feet)  COMP
 QZ0080  MODELED GRAV-     980,194.6   (mgal)                       NAVD 88
 QZ0080
 QZ0080  VERT ORDER  -  SECOND    CLASS 0
 QZ0080
 QZ0080.The horizontal coordinates were scaled from a topographic map and have
 QZ0080.an estimated accuracy of +/- 6 seconds.
 QZ0080
 QZ0080.The orthometric height was determined by differential leveling
 QZ0080.and adjusted by the National Geodetic Survey in June 1991..
 QZ0080
 QZ0080.The geoid height was determined by GEOID03.
 QZ0080
 QZ0080.The dynamic height is computed by dividing the NAVD 88
 QZ0080.geopotential number by the normal gravity value computed on the
 QZ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0080.degrees latitude (g = 980.6199 gals.).
 QZ0080
 QZ0080.The modeled gravity was interpolated from observed gravity values.
 QZ0080
 QZ0080;                    North         East    Units  Estimated Accuracy
 QZ0080;SPC ID C     -   406,300.      467,270.      MT  (+/- 180 meters Scaled)
 QZ0080
 QZ0080                          SUPERSEDED SURVEY CONTROL
 QZ0080
 QZ0080  NGVD 29 (??/??/92)  973.207  (m)         3192.93   (f) ADJ UNCH    2 0
 QZ0080
 QZ0080.Superseded values are not recommended for survey control.
 QZ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0080.See file dsdata.txt to determine how the superseded data were derived.
 QZ0080
 QZ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQL023220(NAD 83)
 QZ0080_MARKER: DB = BENCH MARK DISK
 QZ0080_SETTING: 80 = SET IN A BOULDER
 QZ0080_SP_SET: BOULDER
 QZ0080_STAMPING: L 291 1945
 QZ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0080+STABILITY: SURFACE MOTION
 QZ0080
 QZ0080  HISTORY     - Date     Condition        Report By
 QZ0080  HISTORY     - 1945     MONUMENTED       CGS
 QZ0080
 QZ0080                          STATION DESCRIPTION
 QZ0080
 QZ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0080'9.3 MI W FROM SHOUP.
 QZ0080'9.3 MILES WEST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT SHOUP,
 QZ0080'SET AT THE SECOND BRIDGE OVER THE SALMON RIVER, ABOUT 80 FEET WEST OF
 QZ0080'THE NORTH END OF THE BRIDGE, 39 FEET SOUTH OF CENTER-LINE OF THE ROAD,
 QZ0080'6.7 FEET NORTH OF THE NORTHWEST CORNER POST OF THE FENCE AROUND THE
 QZ0080'GRAVE OF JOHN BURR, SET IN THE TOP OF A BOULDER.  IRON BENCH MARK
 QZ0080'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0333 ***********************************************************************
 QY0333  DESIGNATION -  L 292
 QY0333  PID         -  QY0333
 QY0333  STATE/COUNTY-  ID/LEMHI
 QY0333  USGS QUAD   -  SALMON (1989)
 QY0333
 QY0333                         *CURRENT SURVEY CONTROL
 QY0333  ___________________________________________________________________
 QY0333* NAD 83(1986)-  45 12 52.     (N)    113 53 55.     (W)     SCALED    
 QY0333* NAVD 88     -      1188.274  (meters)    3898.53   (feet)  ADJUSTED  
 QY0333  ___________________________________________________________________
 QY0333  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 QY0333  DYNAMIC HT  -        1187.801 (meters)    3896.98  (feet)  COMP
 QY0333  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 QY0333
 QY0333  VERT ORDER  -  FIRST     CLASS II
 QY0333
 QY0333.The horizontal coordinates were scaled from a topographic map and have
 QY0333.an estimated accuracy of +/- 6 seconds.
 QY0333
 QY0333.The orthometric height was determined by differential leveling
 QY0333.and adjusted by the National Geodetic Survey in June 1991..
 QY0333
 QY0333.The geoid height was determined by GEOID03.
 QY0333
 QY0333.The dynamic height is computed by dividing the NAVD 88
 QY0333.geopotential number by the normal gravity value computed on the
 QY0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0333.degrees latitude (g = 980.6199 gals.).
 QY0333
 QY0333.The modeled gravity was interpolated from observed gravity values.
 QY0333
 QY0333;                    North         East    Units  Estimated Accuracy
 QY0333;SPC ID C     -   394,150.      507,960.      MT  (+/- 180 meters Scaled)
 QY0333
 QY0333                          SUPERSEDED SURVEY CONTROL
 QY0333
 QY0333  NGVD 29 (??/??/92) 1187.094  (m)         3894.66   (f) ADJ UNCH    1 2
 QY0333
 QY0333.Superseded values are not recommended for survey control.
 QY0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0333.See file dsdata.txt to determine how the superseded data were derived.
 QY0333
 QY0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR723108(NAD 83)
 QY0333_MARKER: DB = BENCH MARK DISK
 QY0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0333_STAMPING: USBM L 292 1945
 QY0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0333+STABILITY: SURFACE MOTION
 QY0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QY0333+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 QY0333
 QY0333  HISTORY     - Date     Condition        Report By
 QY0333  HISTORY     - 1945     MONUMENTED       IDPWD
 QY0333  HISTORY     - 19970601 GOOD             IDTD
 QY0333  HISTORY     - 20060725 GOOD             IDTD
 QY0333
 QY0333                          STATION DESCRIPTION
 QY0333
 QY0333'DESCRIBED BY IDAHO DEPARTMENT OF PUBLIC WORKS 1945
 QY0333'2.8 MI N FROM SALMON.
 QY0333'2.8 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE COURTHOUSE AT SALMON,
 QY0333'LEMHI COUNTY, 150 FEET EAST OF SALMON VALLEY RANCH, 58 FEET WEST OF
 QY0333'THE CENTERLINE OF THE HIGHWAY, IN THE NORTHEAST CORNER OF A PASTURE,
 QY0333'13 FEET SOUTH OF THE CENTERLINE OF A SMALL IRRIGATION CANAL, AND 2.2
 QY0333'FEET SOUTHEAST OF A THREE-WAY FENCE CORNER.  AN IDAHO DEPARTMENT OF
 QY0333'PUBLIC WORKS STANDARD DISK, STAMPED USBM L 292 1945 AND SET IN THE TOP
 QY0333'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 QY0333
 QY0333                          STATION RECOVERY (1997)
 QY0333
 QY0333'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1997 (GDJ)
 QY0333'ADD, FROM THE NORTHWEST END OF THE SALMON RIVER BRIDGE IN SALMON,
 QY0333'IDAHO, GO NORTH ON US-93 FOR 4.162 KM TO THE MARK ON THE LEFT, AT
 QY0333'MILEPOST 307.908.
 QY0333
 QY0333                          STATION RECOVERY (2006)
 QY0333
 QY0333'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2006 (JH)
 QY0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0428 ***********************************************************************
 OH0428  DESIGNATION -  L 293
 OH0428  PID         -  OH0428
 OH0428  STATE/COUNTY-  ID/OWYHEE
 OH0428  USGS QUAD   -  WILDER (1971)
 OH0428
 OH0428                         *CURRENT SURVEY CONTROL
 OH0428  ___________________________________________________________________
 OH0428* NAD 83(1986)-  43 38 28.     (N)    116 57 55.     (W)     SCALED    
 OH0428* NAVD 88     -       678.317  (meters)    2225.45   (feet)  ADJUSTED  
 OH0428  ___________________________________________________________________
 OH0428  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 OH0428  DYNAMIC HT  -         678.075 (meters)    2224.65  (feet)  COMP
 OH0428  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 OH0428
 OH0428  VERT ORDER  -  SECOND    CLASS 0
 OH0428
 OH0428.The horizontal coordinates were scaled from a topographic map and have
 OH0428.an estimated accuracy of +/- 6 seconds.
 OH0428
 OH0428.The orthometric height was determined by differential leveling
 OH0428.and adjusted by the National Geodetic Survey in June 1991..
 OH0428
 OH0428.The geoid height was determined by GEOID03.
 OH0428
 OH0428.The dynamic height is computed by dividing the NAVD 88
 OH0428.geopotential number by the normal gravity value computed on the
 OH0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0428.degrees latitude (g = 980.6199 gals.).
 OH0428
 OH0428.The modeled gravity was interpolated from observed gravity values.
 OH0428
 OH0428;                    North         East    Units  Estimated Accuracy
 OH0428;SPC ID W     -   220,040.      701,950.      MT  (+/- 180 meters Scaled)
 OH0428
 OH0428                          SUPERSEDED SURVEY CONTROL
 OH0428
 OH0428  NGVD 29 (??/??/92)  677.375  (m)         2222.35   (f) ADJ UNCH    2 0
 OH0428
 OH0428.Superseded values are not recommended for survey control.
 OH0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0428.See file dsdata.txt to determine how the superseded data were derived.
 OH0428
 OH0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ028320(NAD 83)
 OH0428_MARKER: DB = BENCH MARK DISK
 OH0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0428_STAMPING: L 293 1944
 OH0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0428+STABILITY: SURFACE MOTION
 OH0428
 OH0428  HISTORY     - Date     Condition        Report By
 OH0428  HISTORY     - 1944     MONUMENTED       CGS
 OH0428
 OH0428                          STATION DESCRIPTION
 OH0428
 OH0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0428'3.3 MI NW FROM HOMEDALE.
 OH0428'3.3 MILES NORTHWEST FROM THE POST OFFICE AT HOMEDALE, OWYHEE COUNTY,
 OH0428'FOLLOW THE ADRIAN HIGHWAY FOR 1.0 MILE TO A GRAVEL ROAD NORTH, THENCE
 OH0428'NORTH AROUND THE EAST SIDE OF A HILL FOR 0.7 MILE TO A RAILROAD,
 OH0428'CONTINUE NORTH FOR 0.3 MILE TO A LEFT TURN, THENCE WEST FOR 0.3 MILE
 OH0428'TO A RAILROAD, THENCE NORTHWEST ALONG THE NORTHEAST SIDE OF THE HILL,
 OH0428'AND CONTINUE FOR 0.4 MILE TO A Y ROAD JUNCTION, THENCE ALONG THE LEFT
 OH0428'FORK FOR 0.3 MILE TO A GATE, 10.8 FEET SOUTH OF THE GATE POST, 21.3
 OH0428'FEET EAST OF THE CENTERLINE OF THE ROAD, 1.7 FEET WEST OF THE FENCE
 OH0428'LINE, AND 3.4 FEET NORTH OF A 4 X 4 INCH WHITE WOODEN POST.  A
 OH0428'STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 OH0428'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0338 ***********************************************************************
 OH0338  DESIGNATION -  L 294
 OH0338  PID         -  OH0338
 OH0338  STATE/COUNTY-  ID/OWYHEE
 OH0338  USGS QUAD   -  OPALENE GULCH (1992)
 OH0338
 OH0338                         *CURRENT SURVEY CONTROL
 OH0338  ___________________________________________________________________
 OH0338* NAD 83(1986)-  43 27 36.     (N)    116 46 02.     (W)     SCALED    
 OH0338* NAVD 88     -       695.091  (meters)    2280.48   (feet)  ADJUSTED  
 OH0338  ___________________________________________________________________
 OH0338  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 OH0338  DYNAMIC HT  -         694.833 (meters)    2279.63  (feet)  COMP
 OH0338  MODELED GRAV-     980,226.6   (mgal)                       NAVD 88
 OH0338
 OH0338  VERT ORDER  -  SECOND    CLASS 0
 OH0338
 OH0338.The horizontal coordinates were scaled from a topographic map and have
 OH0338.an estimated accuracy of +/- 6 seconds.
 OH0338
 OH0338.The orthometric height was determined by differential leveling
 OH0338.and adjusted by the National Geodetic Survey in June 1991..
 OH0338
 OH0338.The geoid height was determined by GEOID03.
 OH0338
 OH0338.The dynamic height is computed by dividing the NAVD 88
 OH0338.geopotential number by the normal gravity value computed on the
 OH0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0338.degrees latitude (g = 980.6199 gals.).
 OH0338
 OH0338.The modeled gravity was interpolated from observed gravity values.
 OH0338
 OH0338;                    North         East    Units  Estimated Accuracy
 OH0338;SPC ID W     -   199,700.      717,680.      MT  (+/- 180 meters Scaled)
 OH0338
 OH0338                          SUPERSEDED SURVEY CONTROL
 OH0338
 OH0338  NGVD 29 (??/??/92)  694.154  (m)         2277.40   (f) ADJ UNCH    2 0
 OH0338
 OH0338.Superseded values are not recommended for survey control.
 OH0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0338.See file dsdata.txt to determine how the superseded data were derived.
 OH0338
 OH0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ188119(NAD 83)
 OH0338_MARKER: DB = BENCH MARK DISK
 OH0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0338_STAMPING: L 294 1944
 OH0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0338+STABILITY: SURFACE MOTION
 OH0338
 OH0338  HISTORY     - Date     Condition        Report By
 OH0338  HISTORY     - 1944     MONUMENTED       CGS
 OH0338
 OH0338                          STATION DESCRIPTION
 OH0338
 OH0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0338'6.8 MI S FROM MARSING.
 OH0338'6.8 MILES SOUTH OF THE MAIN STREET IN MARSING, OWYHEE COUNTY, ALONG
 OH0338'THE MARSING TO MURPHY HIGHWAY, 58 FEET NORTH OF THE CENTERLINE OF THE
 OH0338'ROAD, AND 4 FEET WEST OF A 4 X 4 INCH WHITE WOODEN POST.  A STANDARD
 OH0338'BRONZE DISK SET IN THE TOP OF A CONCRETE POST 5 INCHES ABOVE THE
 OH0338'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0273 ***********************************************************************
 OH0273  DESIGNATION -  L 295
 OH0273  PID         -  OH0273
 OH0273  STATE/COUNTY-  ID/ADA
 OH0273  USGS QUAD   -  INITIAL POINT (1992)
 OH0273
 OH0273                         *CURRENT SURVEY CONTROL
 OH0273  ___________________________________________________________________
 OH0273* NAD 83(1986)-  43 17 50.     (N)    116 26 37.     (W)     SCALED    
 OH0273* NAVD 88     -       709.814  (meters)    2328.78   (feet)  ADJUSTED  
 OH0273  ___________________________________________________________________
 OH0273  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 OH0273  DYNAMIC HT  -         709.535 (meters)    2327.87  (feet)  COMP
 OH0273  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 OH0273
 OH0273  VERT ORDER  -  SECOND    CLASS 0
 OH0273
 OH0273.The horizontal coordinates were scaled from a topographic map and have
 OH0273.an estimated accuracy of +/- 6 seconds.
 OH0273
 OH0273.The orthometric height was determined by differential leveling
 OH0273.and adjusted by the National Geodetic Survey in June 1991..
 OH0273
 OH0273.The geoid height was determined by GEOID03.
 OH0273
 OH0273.The dynamic height is computed by dividing the NAVD 88
 OH0273.geopotential number by the normal gravity value computed on the
 OH0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0273.degrees latitude (g = 980.6199 gals.).
 OH0273
 OH0273.The modeled gravity was interpolated from observed gravity values.
 OH0273
 OH0273;                    North         East    Units  Estimated Accuracy
 OH0273;SPC ID W     -   181,350.      743,720.      MT  (+/- 180 meters Scaled)
 OH0273
 OH0273                          SUPERSEDED SURVEY CONTROL
 OH0273
 OH0273  NGVD 29 (??/??/92)  708.895  (m)         2325.77   (f) ADJ UNCH    2 0
 OH0273
 OH0273.Superseded values are not recommended for survey control.
 OH0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0273.See file dsdata.txt to determine how the superseded data were derived.
 OH0273
 OH0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH451939(NAD 83)
 OH0273_MARKER: DB = BENCH MARK DISK
 OH0273_SETTING: 80 = SET IN A BOULDER
 OH0273_SP_SET: ROCK BOULDER
 OH0273_STAMPING: L 295 1944
 OH0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0273+STABILITY: SURFACE MOTION
 OH0273
 OH0273  HISTORY     - Date     Condition        Report By
 OH0273  HISTORY     - 1944     MONUMENTED       CGS
 OH0273
 OH0273                          STATION DESCRIPTION
 OH0273
 OH0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0273'5.3 MI NW FROM SWAN FALLS DAM.
 OH0273'5.3 MILES NORTHWEST OF THE DAM AT SWAN FALLS DAM, ADA COUNTY, IN THE
 OH0273'CANYON ALONG THE NORTHEAST BANK OF SNAKE RIVER, 5.6 MILES SOUTHEAST OF
 OH0273'THE RAILROAD BRIDGE OVER SNAKE RIVER, 1.5 MILES EAST OF THE ROAD
 OH0273'INTERSECTION WHERE A ROAD LEADS OUT OF THE CANYON, AT AN S CURVE IN
 OH0273'THE ROAD AND 17.8 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 OH0273'STANDARD BRONZE DISK SET IN THE TOP OF A LARGE ROCK BOULDER IN A
 OH0273'SHALLOW DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0301 ***********************************************************************
 OH0301  DESIGNATION -  L 296
 OH0301  PID         -  OH0301
 OH0301  STATE/COUNTY-  ID/OWYHEE
 OH0301  USGS QUAD   -  JACKASS BUTTE (1992)
 OH0301
 OH0301                         *CURRENT SURVEY CONTROL
 OH0301  ___________________________________________________________________
 OH0301* NAD 83(1986)-  43 05 43.     (N)    116 13 21.     (W)     SCALED    
 OH0301* NAVD 88     -       716.200  (meters)    2349.73   (feet)  ADJUSTED  
 OH0301  ___________________________________________________________________
 OH0301  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 OH0301  DYNAMIC HT  -         715.909 (meters)    2348.78  (feet)  COMP
 OH0301  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 OH0301
 OH0301  VERT ORDER  -  SECOND    CLASS 0
 OH0301
 OH0301.The horizontal coordinates were scaled from a topographic map and have
 OH0301.an estimated accuracy of +/- 6 seconds.
 OH0301
 OH0301.The orthometric height was determined by differential leveling
 OH0301.and adjusted by the National Geodetic Survey in June 1991..
 OH0301
 OH0301.The geoid height was determined by GEOID03.
 OH0301
 OH0301.The dynamic height is computed by dividing the NAVD 88
 OH0301.geopotential number by the normal gravity value computed on the
 OH0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0301.degrees latitude (g = 980.6199 gals.).
 OH0301
 OH0301.The modeled gravity was interpolated from observed gravity values.
 OH0301
 OH0301;                    North         East    Units  Estimated Accuracy
 OH0301;SPC ID W     -   158,790.      761,530.      MT  (+/- 180 meters Scaled)
 OH0301
 OH0301                          SUPERSEDED SURVEY CONTROL
 OH0301
 OH0301  NGVD 29 (??/??/92)  715.302  (m)         2346.79   (f) ADJ UNCH    2 0
 OH0301
 OH0301.Superseded values are not recommended for survey control.
 OH0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0301.See file dsdata.txt to determine how the superseded data were derived.
 OH0301
 OH0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH632716(NAD 83)
 OH0301_MARKER: DB = BENCH MARK DISK
 OH0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0301_STAMPING: L 296 1944
 OH0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0301+STABILITY: SURFACE MOTION
 OH0301
 OH0301  HISTORY     - Date     Condition        Report By
 OH0301  HISTORY     - 1944     MONUMENTED       CGS
 OH0301
 OH0301                          STATION DESCRIPTION
 OH0301
 OH0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 OH0301'13.8 MI NW FROM GRAND VIEW.
 OH0301'13.8 MILES NORTHWEST OF THE SNAKE RIVER BRIDGE AT GRAND VIEW, OWYHEE
 OH0301'COUNTY, IN THE CANYON ALONG THE SOUTHWEST BANK OF SNAKE RIVER, 2.8
 OH0301'MILES SOUTHEAST OF THE MOUTH OF CASTLE CREEK, ON A LARGE FLAT AREA,
 OH0301'0.6 MILE SOUTH OF AN ABANDONED MINE, 32 YARDS NORTH OF A RAVINE, 48
 OH0301'YARDS WEST OF THE RIVER BANK AND 2.4 FEET NORTH OF A WHITE WOODEN
 OH0301'POST.  A STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE POST 1 FOOT
 OH0301'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0706 ***********************************************************************
 NV0706  DESIGNATION -  L 297
 NV0706  PID         -  NV0706
 NV0706  STATE/COUNTY-  ID/OWYHEE
 NV0706  USGS QUAD   -  BRUNEAU (1992)
 NV0706
 NV0706                         *CURRENT SURVEY CONTROL
 NV0706  ___________________________________________________________________
 NV0706* NAD 83(1986)-  42 58 32.     (N)    115 52 02.     (W)     SCALED    
 NV0706* NAVD 88     -       742.653  (meters)    2436.52   (feet)  ADJUSTED  
 NV0706  ___________________________________________________________________
 NV0706  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 NV0706  DYNAMIC HT  -         742.335 (meters)    2435.48  (feet)  COMP
 NV0706  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 NV0706
 NV0706  VERT ORDER  -  SECOND    CLASS 0
 NV0706
 NV0706.The horizontal coordinates were scaled from a topographic map and have
 NV0706.an estimated accuracy of +/- 6 seconds.
 NV0706
 NV0706.The orthometric height was determined by differential leveling
 NV0706.and adjusted by the National Geodetic Survey in June 1991..
 NV0706
 NV0706.The geoid height was determined by GEOID03.
 NV0706
 NV0706.The dynamic height is computed by dividing the NAVD 88
 NV0706.geopotential number by the normal gravity value computed on the
 NV0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0706.degrees latitude (g = 980.6199 gals.).
 NV0706
 NV0706.The modeled gravity was interpolated from observed gravity values.
 NV0706
 NV0706;                    North         East    Units  Estimated Accuracy
 NV0706;SPC ID W     -   145,390.      790,440.      MT  (+/- 180 meters Scaled)
 NV0706
 NV0706                          SUPERSEDED SURVEY CONTROL
 NV0706
 NV0706  NGVD 29 (??/??/92)  741.790  (m)         2433.69   (f) ADJ UNCH    2 0
 NV0706
 NV0706.Superseded values are not recommended for survey control.
 NV0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0706.See file dsdata.txt to determine how the superseded data were derived.
 NV0706
 NV0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH923587(NAD 83)
 NV0706_MARKER: DB = BENCH MARK DISK
 NV0706_SETTING: 80 = SET IN A BOULDER
 NV0706_SP_SET: BOULDER
 NV0706_STAMPING: L 297 1944
 NV0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0706+STABILITY: SURFACE MOTION
 NV0706
 NV0706  HISTORY     - Date     Condition        Report By
 NV0706  HISTORY     - 1944     MONUMENTED       CGS
 NV0706
 NV0706                          STATION DESCRIPTION
 NV0706
 NV0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 NV0706'18.7 MI E FROM GRANDVIEW.
 NV0706'ALONG THE SOUTH BANK OF THE SNAKE RIVER, IN A DEEP CANYON INACCESSIBLE
 NV0706'BY TRUCK.  1.9 MILES WEST OF A SMALL FARM HOUSE AT CRANE FALLS. 0.2
 NV0706'MILES WEST OF RAPIDS IN THE RIVER.  0.2 MILES WEST OF A SADDLE IN A
 NV0706'RIDGE.  ON TOP OF A 4 FOOT BOULDER ON STEEP SLOPE.  5 FEET SOUTH OF A
 NV0706'TRAIL.  45 FEET ABOVE THE WATER LEVEL.  3 FEET ABOVE THE GROUND. WHITE
 NV0706'BM AND ARROWS PAINTED ON ROCKS NEAR BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0730 ***********************************************************************
 NV0730  DESIGNATION -  L 298
 NV0730  PID         -  NV0730
 NV0730  STATE/COUNTY-  ID/ELMORE
 NV0730  USGS QUAD   -  INDIAN COVE (1992)
 NV0730
 NV0730                         *CURRENT SURVEY CONTROL
 NV0730  ___________________________________________________________________
 NV0730* NAD 83(1986)-  42 56 30.     (N)    115 33 03.     (W)     SCALED    
 NV0730* NAVD 88     -       756.137  (meters)    2480.76   (feet)  ADJUSTED  
 NV0730  ___________________________________________________________________
 NV0730  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 NV0730  DYNAMIC HT  -         755.829 (meters)    2479.75  (feet)  COMP
 NV0730  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 NV0730
 NV0730  VERT ORDER  -  SECOND    CLASS 0
 NV0730
 NV0730.The horizontal coordinates were scaled from a topographic map and have
 NV0730.an estimated accuracy of +/- 6 seconds.
 NV0730
 NV0730.The orthometric height was determined by differential leveling
 NV0730.and adjusted by the National Geodetic Survey in June 1991..
 NV0730
 NV0730.The geoid height was determined by GEOID03.
 NV0730
 NV0730.The dynamic height is computed by dividing the NAVD 88
 NV0730.geopotential number by the normal gravity value computed on the
 NV0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0730.degrees latitude (g = 980.6199 gals.).
 NV0730
 NV0730.The modeled gravity was interpolated from observed gravity values.
 NV0730
 NV0730;                    North         East    Units  Estimated Accuracy
 NV0730;SPC ID W     -   141,640.      816,260.      MT  (+/- 180 meters Scaled)
 NV0730
 NV0730                          SUPERSEDED SURVEY CONTROL
 NV0730
 NV0730  NGVD 29 (??/??/92)  755.324  (m)         2478.09   (f) ADJ UNCH    2 0
 NV0730
 NV0730.Superseded values are not recommended for survey control.
 NV0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0730.See file dsdata.txt to determine how the superseded data were derived.
 NV0730
 NV0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH182553(NAD 83)
 NV0730_MARKER: DB = BENCH MARK DISK
 NV0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0730_STAMPING: L 298 1945
 NV0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0730+STABILITY: SURFACE MOTION
 NV0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0730+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 NV0730
 NV0730  HISTORY     - Date     Condition        Report By
 NV0730  HISTORY     - 1945     MONUMENTED       CGS
 NV0730  HISTORY     - 20050322 GOOD             JUBENG
 NV0730
 NV0730                          STATION DESCRIPTION
 NV0730
 NV0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0730'5.2 MI W FROM HAMMETT.
 NV0730'5.2 MILES WEST OF THE RAILROAD STATION AT HAMMETT, ELMORE COUNTY,
 NV0730'ALONG A TRACK ROAD ON THE NORTH BANK OF SNAKE RIVER, 1.0 MILE WEST OF
 NV0730'THE NORTH END OF THE SNAKE RIVER BRIDGE SOUTHWEST OF HAMMETT, 0.2 MILE
 NV0730'EAST OF A SMALL GREEN ROOFED HOUSE ON THE SOUTH SIDE OF THE RIVER, 70
 NV0730'FEET NORTH OF THE NORTH BANK OF THE RIVER, 18 FEET SOUTH OF THE
 NV0730'CENTERLINE OF THE ROAD AND 3.5 FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN
 NV0730'POST AND LEVEL WITH THE ROAD.  A STANDARD BRONZE DISK SET IN THE TOP
 NV0730'OF A CONCRETE POST 6 INCHES ABOVE THE GROUND.
 NV0730
 NV0730                          STATION RECOVERY (2005)
 NV0730
 NV0730'RECOVERY NOTE BY JUB ENGINEERS INCORPORATED 2005 (TRR)
 NV0730'MARK RECOVERED IN GOOD CONDITION.  FROM CATTLE GUARD ON THE WEST SIDE
 NV0730'OF HIGHWAY 78 NORTH OF THE INDIAN COVE BRIDGE.  PROCEED WESTERLY DOWN
 NV0730'DIRT ROAD FOR ONE MILE TO THE MARK ON THE LEFT, BETWEEN THE RIVER AND
 NV0730'THE ROAD.  ORANGE CARSONITE POST FOUND ADJACENT TO THE SOUTH EDGE OF
 NV0730'THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0411 ***********************************************************************
 NV0411  DESIGNATION -  L 299
 NV0411  PID         -  NV0411
 NV0411  STATE/COUNTY-  ID/TWIN FALLS
 NV0411  USGS QUAD   -  HAGERMAN (1992)
 NV0411
 NV0411                         *CURRENT SURVEY CONTROL
 NV0411  ___________________________________________________________________
 NV0411* NAD 83(1986)-  42 45 19.     (N)    114 52 38.     (W)     SCALED    
 NV0411* NAVD 88     -       882.091  (meters)    2893.99   (feet)  ADJUSTED  
 NV0411  ___________________________________________________________________
 NV0411  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 NV0411  DYNAMIC HT  -         881.671 (meters)    2892.62  (feet)  COMP
 NV0411  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 NV0411
 NV0411  VERT ORDER  -  SECOND    CLASS 0
 NV0411
 NV0411.The horizontal coordinates were scaled from a topographic map and have
 NV0411.an estimated accuracy of +/- 6 seconds.
 NV0411
 NV0411.The orthometric height was determined by differential leveling
 NV0411.and adjusted by the National Geodetic Survey in June 1991..
 NV0411
 NV0411.The geoid height was determined by GEOID03.
 NV0411
 NV0411.The dynamic height is computed by dividing the NAVD 88
 NV0411.geopotential number by the normal gravity value computed on the
 NV0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0411.degrees latitude (g = 980.6199 gals.).
 NV0411
 NV0411.The modeled gravity was interpolated from observed gravity values.
 NV0411
 NV0411;                    North         East    Units  Estimated Accuracy
 NV0411;SPC ID C     -   121,290.      428,190.      MT  (+/- 180 meters Scaled)
 NV0411
 NV0411                          SUPERSEDED SURVEY CONTROL
 NV0411
 NV0411  NGVD 29 (??/??/92)  881.260  (m)         2891.27   (f) ADJ UNCH    2 0
 NV0411
 NV0411.Superseded values are not recommended for survey control.
 NV0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0411.See file dsdata.txt to determine how the superseded data were derived.
 NV0411
 NV0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH737358(NAD 83)
 NV0411_MARKER: DB = BENCH MARK DISK
 NV0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0411_SP_SET: ABUTMENT
 NV0411_STAMPING: L 299 1945
 NV0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0411
 NV0411  HISTORY     - Date     Condition        Report By
 NV0411  HISTORY     - 1945     MONUMENTED       CGS
 NV0411
 NV0411                          STATION DESCRIPTION
 NV0411
 NV0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 NV0411'4.9 MI S FROM HAGERMAN.
 NV0411'4.9 MILES SOUTH OF THE POST OFFICE BY HIGHWAY.  ALONG HIGHWAY U.S. 30.
 NV0411'1.0 MILE SOUTHEAST OF THE OWSLEY BRIDGE OVER THE SANKE RIVER. ABOUT
 NV0411'0.1 MILE NORTHWEST OF A SMALL WHITE SHACK.  ABOUT 0.1 MILE SOUTHEAST
 NV0411'OF A CURVE IN THE HIGHWAY U.S. 30.  11.4 FEET SOUTHWEST OF THE
 NV0411'CENTER-LINE OF HIGHWAY U.S. 30.  ON TOP OF THE SOUTHEAST END OF THE
 NV0411'SOUTHWEST ABUTMENT, OF HIGHWAY BRIDGE.  1.4 FEET NORTHWEST OF THE
 NV0411'SOUTH END OF THE ABUTMENT.  ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 NV0411'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0811 ***********************************************************************
 NU0811  DESIGNATION -  L 3
 NU0811  PID         -  NU0811
 NU0811  STATE/COUNTY-  ID/POWER
 NU0811  USGS QUAD   -  GIFFORD SPRING (1984)
 NU0811
 NU0811                         *CURRENT SURVEY CONTROL
 NU0811  ___________________________________________________________________
 NU0811* NAD 83(1986)-  42 43 38.     (N)    113 07 33.     (W)     SCALED    
 NU0811* NAVD 88     -      1348.602  (meters)    4424.54   (feet)  ADJUSTED  
 NU0811  ___________________________________________________________________
 NU0811  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 NU0811  DYNAMIC HT  -        1347.834 (meters)    4422.02  (feet)  COMP
 NU0811  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 NU0811
 NU0811  VERT ORDER  -  FIRST     CLASS II
 NU0811
 NU0811.The horizontal coordinates were scaled from a topographic map and have
 NU0811.an estimated accuracy of +/- 6 seconds.
 NU0811
 NU0811.The orthometric height was determined by differential leveling
 NU0811.and adjusted by the National Geodetic Survey in June 1991..
 NU0811
 NU0811.The geoid height was determined by GEOID03.
 NU0811
 NU0811.The dynamic height is computed by dividing the NAVD 88
 NU0811.geopotential number by the normal gravity value computed on the
 NU0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0811.degrees latitude (g = 980.6199 gals.).
 NU0811
 NU0811.The modeled gravity was interpolated from observed gravity values.
 NU0811
 NU0811;                    North         East    Units  Estimated Accuracy
 NU0811;SPC ID E     -   118,240.      121,450.      MT  (+/- 180 meters Scaled)
 NU0811
 NU0811                          SUPERSEDED SURVEY CONTROL
 NU0811
 NU0811  NGVD 29 (??/??/92) 1347.596  (m)         4421.24   (f) ADJ UNCH    1 2
 NU0811
 NU0811.Superseded values are not recommended for survey control.
 NU0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0811.See file dsdata.txt to determine how the superseded data were derived.
 NU0811
 NU0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN259327(NAD 83)
 NU0811_MARKER: DB = BENCH MARK DISK
 NU0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0811_SP_SET: LAVA POST
 NU0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0811+STABILITY: SURFACE MOTION
 NU0811
 NU0811  HISTORY     - Date     Condition        Report By
 NU0811  HISTORY     - UNK      MONUMENTED       CGS
 NU0811  HISTORY     - 1948     GOOD             NGS
 NU0811
 NU0811                          STATION DESCRIPTION
 NU0811
 NU0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NU0811'14.7 MI W FROM AMERICAN FALLS.
 NU0811'14.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0811'AMERICAN FALLS, POWER COUNTY 13 POLES EAST OF SEMAPHORE 2535, 8 POLES
 NU0811'WEST OF MILEPOST 253, 150 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 NU0811'NEAR A WHITE WOODEN WITNESS POST, AND 8 FEET LOWER THAN THE TRACK. THE
 NU0811'BOTTOM OF A SQUARE HOLE IN THE TOP OF A BLACK LAVA POST, LETTERED
 NU0811'U.S.B.M. AND PROJECTING 1.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1168 ***********************************************************************
 NU1168  DESIGNATION -  L 30
 NU1168  PID         -  NU1168
 NU1168  STATE/COUNTY-  ID/MINIDOKA
 NU1168  USGS QUAD   -  RUPERT (1976)
 NU1168
 NU1168                         *CURRENT SURVEY CONTROL
 NU1168  ___________________________________________________________________
 NU1168* NAD 83(1986)-  42 37 09.     (N)    113 40 17.     (W)     SCALED    
 NU1168* NAVD 88     -      1268.378  (meters)    4161.34   (feet)  ADJUSTED  
 NU1168  ___________________________________________________________________
 NU1168  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NU1168  DYNAMIC HT  -        1267.663 (meters)    4158.99  (feet)  COMP
 NU1168  MODELED GRAV-     980,013.4   (mgal)                       NAVD 88
 NU1168
 NU1168  VERT ORDER  -  FIRST     CLASS II
 NU1168
 NU1168.The horizontal coordinates were scaled from a topographic map and have
 NU1168.an estimated accuracy of +/- 6 seconds.
 NU1168
 NU1168.The orthometric height was determined by differential leveling
 NU1168.and adjusted by the National Geodetic Survey in June 1991..
 NU1168
 NU1168.The geoid height was determined by GEOID03.
 NU1168
 NU1168.The dynamic height is computed by dividing the NAVD 88
 NU1168.geopotential number by the normal gravity value computed on the
 NU1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1168.degrees latitude (g = 980.6199 gals.).
 NU1168
 NU1168.The modeled gravity was interpolated from observed gravity values.
 NU1168
 NU1168;                    North         East    Units  Estimated Accuracy
 NU1168;SPC ID C     -   105,850.      526,960.      MT  (+/- 180 meters Scaled)
 NU1168
 NU1168                          SUPERSEDED SURVEY CONTROL
 NU1168
 NU1168  NGVD 29 (??/??/92) 1267.418  (m)         4158.19   (f) ADJ UNCH    1 2
 NU1168
 NU1168.Superseded values are not recommended for survey control.
 NU1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU1168.See file dsdata.txt to determine how the superseded data were derived.
 NU1168
 NU1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN809219(NAD 83)
 NU1168_MARKER: DB = BENCH MARK DISK
 NU1168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NU1168_SP_SET: BUILDING
 NU1168_STAMPING: L 30 1934
 NU1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1168
 NU1168  HISTORY     - Date     Condition        Report By
 NU1168  HISTORY     - 1934     MONUMENTED       CGS
 NU1168  HISTORY     - 1963     MARK NOT FOUND   USGS
 NU1168
 NU1168                          STATION DESCRIPTION
 NU1168
 NU1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NU1168'IN RUPERT.
 NU1168'AT RUPERT, MINIDOKA COUNTY, AT THE HIGH SCHOOL, 216 FEET NORTHWEST OF
 NU1168'THE CENTERLINE OF SEVENTH STREET, 140 FEET SOUTHWEST OF THE CENTERLINE
 NU1168'OF EIGHTH STREET, 126 FEET WEST OF C STREET, IN THE CONCRETE BASE OF
 NU1168'THE BUILDING, 6 FEET SOUTH OF THE NORTH ENTRANCE, AND 3 FEET ABOVE
 NU1168'GROUND.  A STANDARD DISK, STAMPED L 30 1934 AND SET VERTICALLY. NOTE--
 NU1168'THERE IS EVIDENCE THAT A NEW SET OF STAIRS MAY HAVE RESULTED IN THIS
 NU1168'BM BEING DESTROYED.
 NU1168
 NU1168                          STATION RECOVERY (1963)
 NU1168
 NU1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NU1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0116 ***********************************************************************
 RA0116  DESIGNATION -  L 300
 RA0116  PID         -  RA0116
 RA0116  STATE/COUNTY-  ID/IDAHO
 RA0116  USGS QUAD   -  KIRKWOOD CREEK (1995)
 RA0116
 RA0116                         *CURRENT SURVEY CONTROL
 RA0116  ___________________________________________________________________
 RA0116* NAD 83(1986)-  45 37 20.     (N)    116 28 13.     (W)     SCALED    
 RA0116* NAVD 88     -       355.084  (meters)    1164.97   (feet)  ADJUSTED  
 RA0116  ___________________________________________________________________
 RA0116  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 RA0116  DYNAMIC HT  -         354.999 (meters)    1164.69  (feet)  COMP
 RA0116  MODELED GRAV-     980,372.4   (mgal)                       NAVD 88
 RA0116
 RA0116  VERT ORDER  -  SECOND    CLASS 0
 RA0116
 RA0116.The horizontal coordinates were scaled from a topographic map and have
 RA0116.an estimated accuracy of +/- 6 seconds.
 RA0116
 RA0116.The orthometric height was determined by differential leveling
 RA0116.and adjusted by the National Geodetic Survey in June 1991..
 RA0116
 RA0116.The geoid height was determined by GEOID03.
 RA0116
 RA0116.The dynamic height is computed by dividing the NAVD 88
 RA0116.geopotential number by the normal gravity value computed on the
 RA0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0116.degrees latitude (g = 980.6199 gals.).
 RA0116
 RA0116.The modeled gravity was interpolated from observed gravity values.
 RA0116
 RA0116;                    North         East    Units  Estimated Accuracy
 RA0116;SPC ID W     -   439,710.      743,830.      MT  (+/- 180 meters Scaled)
 RA0116
 RA0116                          SUPERSEDED SURVEY CONTROL
 RA0116
 RA0116  NGVD 29 (??/??/92)  353.987  (m)         1161.37   (f) ADJ UNCH    2 0
 RA0116
 RA0116.Superseded values are not recommended for survey control.
 RA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0116.See file dsdata.txt to determine how the superseded data were derived.
 RA0116
 RA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL412522(NAD 83)
 RA0116_MARKER: DB = BENCH MARK DISK
 RA0116_SETTING: 80 = SET IN A BOULDER
 RA0116_SP_SET: BOULDER
 RA0116_STAMPING: L 300 1945
 RA0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0116+STABILITY: SURFACE MOTION
 RA0116
 RA0116  HISTORY     - Date     Condition        Report By
 RA0116  HISTORY     - 1945     MONUMENTED       CGS
 RA0116  HISTORY     - 1969     MARK NOT FOUND   NGS
 RA0116
 RA0116                          STATION DESCRIPTION
 RA0116
 RA0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 RA0116'20 MI SW FROM WHITE BIRD.
 RA0116'AT PITTSBURG LANDING, IDAHO COUNTY, ON SNAKE RIVER, AT THE BOAT
 RA0116'LANDING, ON THE EAST BANK OF THE RIVER, ABOUT 0.1 MILE SOUTH ACROSS
 RA0116'THE RIVER FROM A SHEARING SHED OWNED BY JACK TITUS, 75 FEET SOUTHWEST
 RA0116'OF THE GARAGE AND SHED IN WHICH JACK TITUS STORES HIS TRUCK, 50 FEET
 RA0116'EAST OF THE EAST BANK OF THE RIVER, 8 FEET SOUTHEAST OF A SMALL BUSH,
 RA0116'8 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING FROM THE BOAT
 RA0116'LANDING TO THE CIRCLE C RANCH WINTER HEADQUARTERS FOR THE SNAKE RIVER
 RA0116'DIVISION OF THE CIRCLE C RANCH INC., IN THE TOP OF A 3 BY 3 FOOT
 RA0116'BOULDER (THE LARGE LETTERS BM ARE PAINTED ON THE BOULDER, AND ABOUT 15
 RA0116'FEET ABOVE THE WATER.  A STANDARD DISK, STAMPED L 300 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0438 ***********************************************************************
 QB0438  DESIGNATION -  L 301
 QB0438  PID         -  QB0438
 QB0438  STATE/COUNTY-  ID/ADAMS
 QB0438  USGS QUAD   -  PECK MOUNTAIN (1986)
 QB0438
 QB0438                         *CURRENT SURVEY CONTROL
 QB0438  ___________________________________________________________________
 QB0438* NAD 83(1986)-  44 50 33.     (N)    116 35 51.     (W)     SCALED    
 QB0438* NAVD 88     -      1147.587  (meters)    3765.04   (feet)  ADJUSTED  
 QB0438  ___________________________________________________________________
 QB0438  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 QB0438  DYNAMIC HT  -        1147.208 (meters)    3763.80  (feet)  COMP
 QB0438  MODELED GRAV-     980,247.6   (mgal)                       NAVD 88
 QB0438
 QB0438  VERT ORDER  -  SECOND    CLASS 0
 QB0438
 QB0438.The horizontal coordinates were scaled from a topographic map and have
 QB0438.an estimated accuracy of +/- 6 seconds.
 QB0438
 QB0438.The orthometric height was determined by differential leveling
 QB0438.and adjusted by the National Geodetic Survey in June 1991..
 QB0438.WARNING-Repeat measurements at this control monument indicate possible
 QB0438.vertical movement.
 QB0438
 QB0438.The geoid height was determined by GEOID03.
 QB0438
 QB0438.The dynamic height is computed by dividing the NAVD 88
 QB0438.geopotential number by the normal gravity value computed on the
 QB0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0438.degrees latitude (g = 980.6199 gals.).
 QB0438
 QB0438.The modeled gravity was interpolated from observed gravity values.
 QB0438
 QB0438;                    North         East    Units  Estimated Accuracy
 QB0438;SPC ID W     -   353,150.      733,000.      MT  (+/- 180 meters Scaled)
 QB0438
 QB0438                          SUPERSEDED SURVEY CONTROL
 QB0438
 QB0438  NGVD 29 (??/??/92) 1146.523  (m)         3761.55   (f) ADJ UNCH    2 0
 QB0438
 QB0438.Superseded values are not recommended for survey control.
 QB0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0438.See file dsdata.txt to determine how the superseded data were derived.
 QB0438
 QB0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK318655(NAD 83)
 QB0438_MARKER: DB = BENCH MARK DISK
 QB0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0438_STAMPING: L 301 1945
 QB0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0438+STABILITY: SURFACE MOTION
 QB0438
 QB0438  HISTORY     - Date     Condition        Report By
 QB0438  HISTORY     - 1945     MONUMENTED       CGS
 QB0438
 QB0438                          STATION DESCRIPTION
 QB0438
 QB0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QB0438'12.2 MI NW FROM FRUITVALE.
 QB0438'12.2 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 QB0438'IDAHO TO HOMESTEAD, OREGON HIGHWAY.  85 FEET NORTHEAST OF A BARN ON
 QB0438'THE SOUTH SIDE OF THE ROAD.  20 FEET NORTH OF THE CENTER-LINE OF THE
 QB0438'HIGHWAY.  8 FEET SOUTH OF A CATTLE SHED.  1 FOOT WEST OF TELEPHONE
 QB0438'POLE NUMBER 329.  PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0367 ***********************************************************************
 RA0367  DESIGNATION -  L 302
 RA0367  PID         -  RA0367
 RA0367  STATE/COUNTY-  ID/ADAMS
 RA0367  USGS QUAD   -  CUPRUM (1990)
 RA0367
 RA0367                         *CURRENT SURVEY CONTROL
 RA0367  ___________________________________________________________________
 RA0367* NAD 83(1986)-  45 04 13.     (N)    116 44 39.     (W)     SCALED    
 RA0367* NAVD 88     -      1232.228  (meters)    4042.73   (feet)  ADJUSTED  
 RA0367  ___________________________________________________________________
 RA0367  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 RA0367  DYNAMIC HT  -        1231.860 (meters)    4041.53  (feet)  COMP
 RA0367  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 RA0367
 RA0367  VERT ORDER  -  SECOND    CLASS 0
 RA0367
 RA0367.The horizontal coordinates were scaled from a topographic map and have
 RA0367.an estimated accuracy of +/- 6 seconds.
 RA0367
 RA0367.The orthometric height was determined by differential leveling
 RA0367.and adjusted by the National Geodetic Survey in June 1991..
 RA0367
 RA0367.The geoid height was determined by GEOID03.
 RA0367
 RA0367.The dynamic height is computed by dividing the NAVD 88
 RA0367.geopotential number by the normal gravity value computed on the
 RA0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0367.degrees latitude (g = 980.6199 gals.).
 RA0367
 RA0367.The modeled gravity was interpolated from observed gravity values.
 RA0367
 RA0367;                    North         East    Units  Estimated Accuracy
 RA0367;SPC ID W     -   378,600.      721,710.      MT  (+/- 180 meters Scaled)
 RA0367
 RA0367                          SUPERSEDED SURVEY CONTROL
 RA0367
 RA0367  NGVD 29 (??/??/92) 1231.162  (m)         4039.24   (f) ADJ UNCH    2 0
 RA0367
 RA0367.Superseded values are not recommended for survey control.
 RA0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0367.See file dsdata.txt to determine how the superseded data were derived.
 RA0367
 RA0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK201907(NAD 83)
 RA0367_MARKER: DB = BENCH MARK DISK
 RA0367_SETTING: 66 = SET IN ROCK OUTCROP
 RA0367_SP_SET: ROCK OUTCROP
 RA0367_STAMPING: L 302 1945
 RA0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0367+STABILITY: POSITION/ELEVATION WELL
 RA0367
 RA0367  HISTORY     - Date     Condition        Report By
 RA0367  HISTORY     - 1945     MONUMENTED       CGS
 RA0367  HISTORY     - 1957     MARK NOT FOUND   NGS
 RA0367
 RA0367                          STATION DESCRIPTION
 RA0367
 RA0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0367'37.3 MI NW FROM FRUITVALE.
 RA0367'37.3 MILES NORTHWEST OF THE POST OFFICE BY HIGHWAY ALONG THE COUNCIL,
 RA0367'IDAHO TO HOMESTEAD, OREGON ROAD.  8.0 MILES NORTHEAST OF THE POST
 RA0367'OFFICE AT HOMESTEAD.  1.9 MILES WEST OF THE GEORGE SEROPULOUS RANCH.
 RA0367'AT ABOUT THE TOP OF THE KLINESCHMIT GRADE LEADING DOWN GRADE TO THE
 RA0367'SNAKE RIVER.  0.5 MILE EAST OF A Y ROAD JUNCTION, ONE LEADING DOWN
 RA0367'GRADE AND THE OTHER LEADING ALONG THE TOP OF THE RIDGE.  (THE ROAD
 RA0367'JUNCTION IS AT A POINT WHERE THE ROAD PASSES OVER A SADDLE FROM THE
 RA0367'EAST SLOPE OF THE HILL TO THE WEST SLOPE OF THE HILL.)  BENCH MARK IS
 RA0367'AT THE SOUTHEAST END OF A HORSESHOE CURVE.  8 FEET NORTH OF THE
 RA0367'CENTER-LINE OF THE ROAD.  SET IN A ROCK OUTCROP ABOUT 4 FEET ABOVE THE
 RA0367'ROAD.  A WHITE BM PAINTED ON THE FACE OF THE ROCK.
 RA0367
 RA0367                          STATION RECOVERY (1957)
 RA0367
 RA0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RA0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0261 ***********************************************************************
 QZ0261  DESIGNATION -  L 303
 QZ0261  PID         -  QZ0261
 QZ0261  STATE/COUNTY-  ID/IDAHO
 QZ0261  USGS QUAD   -  ELK CITY (1995)
 QZ0261
 QZ0261                         *CURRENT SURVEY CONTROL
 QZ0261  ___________________________________________________________________
 QZ0261* NAD 83(1986)-  45 48 23.     (N)    115 24 41.     (W)     SCALED    
 QZ0261* NAVD 88     -      1345.306  (meters)    4413.72   (feet)  ADJUSTED  
 QZ0261  ___________________________________________________________________
 QZ0261  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 QZ0261  DYNAMIC HT  -        1344.902 (meters)    4412.40  (feet)  COMP
 QZ0261  MODELED GRAV-     980,268.4   (mgal)                       NAVD 88
 QZ0261
 QZ0261  VERT ORDER  -  FIRST     CLASS II
 QZ0261
 QZ0261.The horizontal coordinates were scaled from a topographic map and have
 QZ0261.an estimated accuracy of +/- 6 seconds.
 QZ0261
 QZ0261.The orthometric height was determined by differential leveling
 QZ0261.and adjusted by the National Geodetic Survey in June 1991..
 QZ0261
 QZ0261.The geoid height was determined by GEOID03.
 QZ0261
 QZ0261.The dynamic height is computed by dividing the NAVD 88
 QZ0261.geopotential number by the normal gravity value computed on the
 QZ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0261.degrees latitude (g = 980.6199 gals.).
 QZ0261
 QZ0261.The modeled gravity was interpolated from observed gravity values.
 QZ0261
 QZ0261;                    North         East    Units  Estimated Accuracy
 QZ0261;SPC ID W     -   459,980.      826,320.      MT  (+/- 180 meters Scaled)
 QZ0261
 QZ0261                          SUPERSEDED SURVEY CONTROL
 QZ0261
 QZ0261  NGVD 29 (??/??/92) 1344.201  (m)         4410.10   (f) ADJ UNCH    1 2
 QZ0261
 QZ0261.Superseded values are not recommended for survey control.
 QZ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0261.See file dsdata.txt to determine how the superseded data were derived.
 QZ0261
 QZ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL234737(NAD 83)
 QZ0261_MARKER: DB = BENCH MARK DISK
 QZ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0261_STAMPING: L 303 1945
 QZ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0261+STABILITY: SURFACE MOTION
 QZ0261
 QZ0261  HISTORY     - Date     Condition        Report By
 QZ0261  HISTORY     - 1945     MONUMENTED       CGS
 QZ0261
 QZ0261                          STATION DESCRIPTION
 QZ0261
 QZ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0261'2.6 MI SE FROM ELK CITY.
 QZ0261'2.6 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE RED RIVER
 QZ0261'RANGER STATION ROAD.  NEAR THE SUMMIT OF A HILL.  AT A T ROAD
 QZ0261'INTERSECTION.  50 FEET NORTH OF A TELEPHONE POLE.  26.6 FEET SOUTH OF
 QZ0261'THE CENTER-LINE OF A DIRT ROAD LEADING EASTERLY.  18.8 FEET EAST OF
 QZ0261'THE CENTER-LINE OF THE MAIN ROAD.  ON TOP OF A 2 FOOT EMBANKMENT. 2.7
 QZ0261'FEET NORTH OF A 4 INCH BY 4 INCH WHITE WOODEN POST.  3 FEET ABOVE THE
 QZ0261'LEVEL OF THE ROAD.  PROJECTS 3 INCHES.  A STANDARD BRONZE DISK SET IN
 QZ0261'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0307 ***********************************************************************
 QZ0307  DESIGNATION -  L 304
 QZ0307  PID         -  QZ0307
 QZ0307  STATE/COUNTY-  ID/IDAHO
 QZ0307  USGS QUAD   -  WHITEWATER RANCH (1987)
 QZ0307
 QZ0307                         *CURRENT SURVEY CONTROL
 QZ0307  ___________________________________________________________________
 QZ0307* NAD 83(1986)-  45 33 40.     (N)    115 18 36.     (W)     SCALED    
 QZ0307* NAVD 88     -      1590.542  (meters)    5218.30   (feet)  ADJUSTED  
 QZ0307  ___________________________________________________________________
 QZ0307  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 QZ0307  DYNAMIC HT  -        1589.815 (meters)    5215.92  (feet)  COMP
 QZ0307  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 QZ0307
 QZ0307  VERT ORDER  -  SECOND    CLASS 0
 QZ0307
 QZ0307.The horizontal coordinates were scaled from a topographic map and have
 QZ0307.an estimated accuracy of +/- 6 seconds.
 QZ0307
 QZ0307.The orthometric height was determined by differential leveling
 QZ0307.and adjusted by the National Geodetic Survey in June 1991..
 QZ0307
 QZ0307.The geoid height was determined by GEOID03.
 QZ0307
 QZ0307.The dynamic height is computed by dividing the NAVD 88
 QZ0307.geopotential number by the normal gravity value computed on the
 QZ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0307.degrees latitude (g = 980.6199 gals.).
 QZ0307
 QZ0307.The modeled gravity was interpolated from observed gravity values.
 QZ0307
 QZ0307;                    North         East    Units  Estimated Accuracy
 QZ0307;SPC ID W     -   432,760.      834,350.      MT  (+/- 180 meters Scaled)
 QZ0307
 QZ0307                          SUPERSEDED SURVEY CONTROL
 QZ0307
 QZ0307  NGVD 29 (??/??/92) 1589.281  (m)         5214.17   (f) ADJ UNCH    2 0
 QZ0307
 QZ0307.Superseded values are not recommended for survey control.
 QZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0307.See file dsdata.txt to determine how the superseded data were derived.
 QZ0307
 QZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL318466(NAD 83)
 QZ0307_MARKER: DB = BENCH MARK DISK
 QZ0307_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0307_SP_SET: ROCK OUTCROP
 QZ0307_STAMPING: L 304 1945
 QZ0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0307+STABILITY: POSITION/ELEVATION WELL
 QZ0307
 QZ0307  HISTORY     - Date     Condition        Report By
 QZ0307  HISTORY     - 1945     MONUMENTED       CGS
 QZ0307
 QZ0307                          STATION DESCRIPTION
 QZ0307
 QZ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0307'27.7 MI SE FROM ELK CITY.
 QZ0307'27.7 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  ALONG THE DALE RANCH
 QZ0307'ROAD.  15.7 MILES SOUTH OF THE RED RIVER RANGER STATION.  10.2 MILES
 QZ0307'SOUTH OF JACKS CREEK SUMMIT.  1.1 MILES SOUTH OF THE WOODEN BRIDGE
 QZ0307'OVER NOBLE CREEK.  0.15 MILE NORTH OF A HORSESHOE CURVE.  ON TOP OF A
 QZ0307'4 FOOT EMBANKMENT.  14.5 FEET SOUTH OF A LARGE BOULDER AND ROCK PILE.
 QZ0307'12.5 FEET EAST OF A 30 INCH TREE.  27.5 FEET WEST OF THE CENTER-LINE
 QZ0307'OF THE ROAD.  36.8 FEET WEST OF A 1 FOOT TRIANGULAR BLAZE ON A 24 INCH
 QZ0307'TREE AT THE EAST EDGE OF THE ROAD.  ON TOP OF A 3 FOOT ROCK OUTCROP. 1
 QZ0307'1/2 FEET ABOVE THE GROUND.  ABOUT 12 FEET ABOVE THE LEVEL OF THE ROAD.
 QZ0307'A WHITE BM PAINTED ON FACE OF OUTCROP.  A STANDARD BRONZE DISK SET IN
 QZ0307'A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0081 ***********************************************************************
 TO0081  DESIGNATION -  L 305
 TO0081  PID         -  TO0081
 TO0081  STATE/COUNTY-  ID/BOUNDARY
 TO0081  USGS QUAD   -  HALL MOUNTAIN (1996)
 TO0081
 TO0081                         *CURRENT SURVEY CONTROL
 TO0081  ___________________________________________________________________
 TO0081* NAD 83(1986)-  48 55 03.     (N)    116 21 02.     (W)     SCALED    
 TO0081* NAVD 88     -       798.799  (meters)    2620.73   (feet)  ADJUSTED  
 TO0081  ___________________________________________________________________
 TO0081  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 TO0081  DYNAMIC HT  -         798.876 (meters)    2620.98  (feet)  COMP
 TO0081  MODELED GRAV-     980,680.0   (mgal)                       NAVD 88
 TO0081
 TO0081  VERT ORDER  -  FIRST     CLASS II
 TO0081
 TO0081.The horizontal coordinates were scaled from a topographic map and have
 TO0081.an estimated accuracy of +/- 6 seconds.
 TO0081
 TO0081.The orthometric height was determined by differential leveling
 TO0081.and adjusted by the National Geodetic Survey in June 1991..
 TO0081
 TO0081.The geoid height was determined by GEOID03.
 TO0081
 TO0081.The dynamic height is computed by dividing the NAVD 88
 TO0081.geopotential number by the normal gravity value computed on the
 TO0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0081.degrees latitude (g = 980.6199 gals.).
 TO0081
 TO0081.The modeled gravity was interpolated from observed gravity values.
 TO0081
 TO0081;                    North         East    Units  Estimated Accuracy
 TO0081;SPC ID W     -   805,960.      755,990.      MT  (+/- 180 meters Scaled)
 TO0081
 TO0081                          SUPERSEDED SURVEY CONTROL
 TO0081
 TO0081  NGVD 29 (??/??/92)  797.582  (m)         2616.73   (f) ADJ UNCH    1 2
 TO0081
 TO0081.Superseded values are not recommended for survey control.
 TO0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0081.See file dsdata.txt to determine how the superseded data were derived.
 TO0081
 TO0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ475184(NAD 83)
 TO0081_MARKER: DB = BENCH MARK DISK
 TO0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TO0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TO0081_STAMPING: L 305 1946
 TO0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TO0081+STABILITY: SURFACE MOTION
 TO0081
 TO0081  HISTORY     - Date     Condition        Report By
 TO0081  HISTORY     - 1946     MONUMENTED       CGS
 TO0081  HISTORY     - 1964     MARK NOT FOUND   USGS
 TO0081
 TO0081                          STATION DESCRIPTION
 TO0081
 TO0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TO0081'9.7 MI SW FROM ADDIE.
 TO0081'9.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 95 FROM THE POST OFFICE AT
 TO0081'ADDIE, 1.8 MILES NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 1 AND U.
 TO0081'S. HIGHWAY 95, AT A T INTERSECTION OF THE HIGHWAY AND BETHLEIM ROAD
 TO0081'NO. 274, 70 FEET NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF
 TO0081'THE ROADS, 45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18.2 FEET
 TO0081'WEST OF POWER LINE POLE 33, 3.4 FEET SOUTH OF A WITNESS POST, ABOUT 4
 TO0081'FEET ABOVE THE HIGHWAY LEVEL, AND SET IN THE TOP OF A CONCRETE POST
 TO0081'PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.  NOTE-- FOUND THE CONCRETE
 TO0081'POST LYING ON THE GROUND BROKEN AND THE AREA WAS DUG UP.
 TO0081
 TO0081                          STATION RECOVERY (1964)
 TO0081
 TO0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TO0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0342 ***********************************************************************
 NV0342  DESIGNATION -  L 306
 NV0342  PID         -  NV0342
 NV0342  STATE/COUNTY-  ID/GOODING
 NV0342  USGS QUAD   -  THOUSAND SPRINGS (1992)
 NV0342
 NV0342                         *CURRENT SURVEY CONTROL
 NV0342  ___________________________________________________________________
 NV0342* NAD 83(1986)-  42 42 49.     (N)    114 47 29.     (W)     SCALED    
 NV0342* NAVD 88     -       980.031  (meters)    3215.32   (feet)  ADJUSTED  
 NV0342  ___________________________________________________________________
 NV0342  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 NV0342  DYNAMIC HT  -         979.542 (meters)    3213.71  (feet)  COMP
 NV0342  MODELED GRAV-     980,088.8   (mgal)                       NAVD 88
 NV0342
 NV0342  VERT ORDER  -  SECOND    CLASS 0
 NV0342
 NV0342.The horizontal coordinates were scaled from a topographic map and have
 NV0342.an estimated accuracy of +/- 6 seconds.
 NV0342
 NV0342.The orthometric height was determined by differential leveling
 NV0342.and adjusted by the National Geodetic Survey in June 1991..
 NV0342
 NV0342.The geoid height was determined by GEOID03.
 NV0342
 NV0342.The dynamic height is computed by dividing the NAVD 88
 NV0342.geopotential number by the normal gravity value computed on the
 NV0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0342.degrees latitude (g = 980.6199 gals.).
 NV0342
 NV0342.The modeled gravity was interpolated from observed gravity values.
 NV0342
 NV0342;                    North         East    Units  Estimated Accuracy
 NV0342;SPC ID C     -   116,590.      435,170.      MT  (+/- 180 meters Scaled)
 NV0342
 NV0342                          SUPERSEDED SURVEY CONTROL
 NV0342
 NV0342  NGVD 29 (??/??/92)  979.182  (m)         3212.53   (f) ADJ UNCH    2 0
 NV0342
 NV0342.Superseded values are not recommended for survey control.
 NV0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0342.See file dsdata.txt to determine how the superseded data were derived.
 NV0342
 NV0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH808313(NAD 83)
 NV0342_MARKER: DB = BENCH MARK DISK
 NV0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0342_SP_SET: BRIDGE
 NV0342_STAMPING: L 306 1946
 NV0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0342
 NV0342  HISTORY     - Date     Condition        Report By
 NV0342  HISTORY     - 1946     MONUMENTED       CGS
 NV0342
 NV0342                          STATION DESCRIPTION
 NV0342
 NV0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0342'11.15 MI SE FROM HAGERMAN.
 NV0342'TO REACH FROM POST OFFICE AT HAGERMAN FOLLOW U.S. HIGHWAY 30 SOUTH FOR
 NV0342'2.8 MILES TO GRAVELED ROAD LEADING EAST, GO EAST ON GRAVELED ROAD 0.5
 NV0342'MILE TO CROSSROAD, TURN SOUTH AND GO 1 MILE TO FORKS IN ROAD, TAKE
 NV0342'EAST FORK AND GO 0.85 MILE EAST THEN 0.6 MILE SOUTH THEN 1.2 MILES
 NV0342'EAST THEN 1.3 MILES SOUTH TO CROSSROAD, TURN EAST AND GO 2.1 MILES TO
 NV0342'CROSSROAD, TURN SOUTH AND GO 0.8 MILE TO CONCRETE BRIDGE OVER
 NV0342'IRRIGATION CANAL, MARK IS SET IN SOUTH END OF EAST HEADWALL OF BRIDGE,
 NV0342'10 FEET EAST OF CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0365 ***********************************************************************
 NV0365  DESIGNATION -  L 307
 NV0365  PID         -  NV0365
 NV0365  STATE/COUNTY-  ID/JEROME
 NV0365  USGS QUAD   -  JEROME (1982)
 NV0365
 NV0365                         *CURRENT SURVEY CONTROL
 NV0365  ___________________________________________________________________
 NV0365* NAD 83(1986)-  42 38 13.     (N)    114 31 06.     (W)     SCALED    
 NV0365* NAVD 88     -      1089.629  (meters)    3574.89   (feet)  ADJUSTED  
 NV0365  ___________________________________________________________________
 NV0365  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 NV0365  DYNAMIC HT  -        1089.055 (meters)    3573.01  (feet)  COMP
 NV0365  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 NV0365
 NV0365  VERT ORDER  -  SECOND    CLASS 0
 NV0365
 NV0365.The horizontal coordinates were scaled from a topographic map and have
 NV0365.an estimated accuracy of +/- 6 seconds.
 NV0365
 NV0365.The orthometric height was determined by differential leveling
 NV0365.and adjusted by the National Geodetic Survey in June 1991..
 NV0365
 NV0365.The geoid height was determined by GEOID03.
 NV0365
 NV0365.The dynamic height is computed by dividing the NAVD 88
 NV0365.geopotential number by the normal gravity value computed on the
 NV0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0365.degrees latitude (g = 980.6199 gals.).
 NV0365
 NV0365.The modeled gravity was interpolated from observed gravity values.
 NV0365
 NV0365;                    North         East    Units  Estimated Accuracy
 NV0365;SPC ID C     -   107,900.      457,490.      MT  (+/- 180 meters Scaled)
 NV0365
 NV0365                          SUPERSEDED SURVEY CONTROL
 NV0365
 NV0365  NGVD 29 (??/??/92) 1088.750  (m)         3572.01   (f) ADJ UNCH    2 0
 NV0365
 NV0365.Superseded values are not recommended for survey control.
 NV0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0365.See file dsdata.txt to determine how the superseded data were derived.
 NV0365
 NV0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH034234(NAD 83)
 NV0365_MARKER: DB = BENCH MARK DISK
 NV0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0365_STAMPING: L 307 1946
 NV0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0365+STABILITY: SURFACE MOTION
 NV0365
 NV0365  HISTORY     - Date     Condition        Report By
 NV0365  HISTORY     - 1946     MONUMENTED       CGS
 NV0365  HISTORY     - 1978     GOOD             USGS
 NV0365
 NV0365                          STATION DESCRIPTION
 NV0365
 NV0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NV0365'6.0 MI S FROM JEROME.
 NV0365'ALONG U.S. HIGHWAY 93, ABOUT 6 MILES SOUTH OF POST OFFICE AT JEROME,
 NV0365'SET IN CONCRETE POST AT NORTHWEST CORNER OF GOLF COURSE, 23 FEET SOUTH
 NV0365'OF CENTER LINE OF GRAVELED ROAD RUNNING EAST AND WEST, 29 FEET EAST OF
 NV0365'CENTER LINE OF TRACK ROAD ALONG WEST SIDE OF GOLF COURSE, 2.4 FEET
 NV0365'WEST OF WITNESS POST, 1.5 FEET NORTH OF WOVEN WIRE FENCE.
 NV0365
 NV0365                          STATION RECOVERY (1978)
 NV0365
 NV0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NV0365'TO REACH FROM POST OFFICE AT JEROME FOLLOW STATE HWY. 79 SOUTH 2.4
 NV0365'MILES TO JUNCTION WITH INTERSTATE 80N, THENCE CONTINUE ON SOUTH ON
 NV0365'COUNTY ROAD FOR 3.6 MILES TO CROSSROAD, SET IN CONCRETE POST AT
 NV0365'NORTHWEST CORNER OF GOLF COURSE, 23 FEET SOUTH OF EAST-WEST ROAD, 29
 NV0365'FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0131 ***********************************************************************
 RA0131  DESIGNATION -  L 309
 RA0131  PID         -  RA0131
 RA0131  STATE/COUNTY-  ID/IDAHO
 RA0131  USGS QUAD   -  FENN (1963)
 RA0131
 RA0131                         *CURRENT SURVEY CONTROL
 RA0131  ___________________________________________________________________
 RA0131* NAD 83(1986)-  45 53 59.     (N)    116 21 44.     (W)     SCALED    
 RA0131* NAVD 88     -       426.199  (meters)    1398.29   (feet)  ADJUSTED  
 RA0131  ___________________________________________________________________
 RA0131  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 RA0131  DYNAMIC HT  -         426.136 (meters)    1398.08  (feet)  COMP
 RA0131  MODELED GRAV-     980,458.2   (mgal)                       NAVD 88
 RA0131
 RA0131  VERT ORDER  -  SECOND    CLASS 0
 RA0131
 RA0131.The horizontal coordinates were scaled from a topographic map and have
 RA0131.an estimated accuracy of +/- 6 seconds.
 RA0131
 RA0131.The orthometric height was determined by differential leveling
 RA0131.and adjusted by the National Geodetic Survey in June 1991..
 RA0131
 RA0131.The geoid height was determined by GEOID03.
 RA0131
 RA0131.The dynamic height is computed by dividing the NAVD 88
 RA0131.geopotential number by the normal gravity value computed on the
 RA0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0131.degrees latitude (g = 980.6199 gals.).
 RA0131
 RA0131.The modeled gravity was interpolated from observed gravity values.
 RA0131
 RA0131;                    North         East    Units  Estimated Accuracy
 RA0131;SPC ID W     -   470,480.      752,490.      MT  (+/- 180 meters Scaled)
 RA0131
 RA0131                          SUPERSEDED SURVEY CONTROL
 RA0131
 RA0131  NGVD 29 (??/??/92)  425.123  (m)         1394.76   (f) ADJ UNCH    2 0
 RA0131
 RA0131.Superseded values are not recommended for survey control.
 RA0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0131.See file dsdata.txt to determine how the superseded data were derived.
 RA0131
 RA0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL494831(NAD 83)
 RA0131_MARKER: DB = BENCH MARK DISK
 RA0131_SETTING: 66 = SET IN ROCK OUTCROP
 RA0131_SP_SET: ROCK OUTCROP
 RA0131_STAMPING: L 309 1945
 RA0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA0131+STABILITY: POSITION/ELEVATION WELL
 RA0131
 RA0131  HISTORY     - Date     Condition        Report By
 RA0131  HISTORY     - 1945     MONUMENTED       CGS
 RA0131
 RA0131                          STATION DESCRIPTION
 RA0131
 RA0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RA0131'3.05 MI SE FROM RICE CREEK.
 RA0131'ALONG INCOMPLETE ROAD BED, 3.05 MILES SOUTHEAST (UPSTREAM) OF RICE
 RA0131'CREEK BRIDGE OVER SALMON RIVER, IN SMALL GRASSY CLEARING ON NORTHWEST
 RA0131'SIDE OF ROAD BED, 232.0 FEET SOUTHWEST OF CENTER OF LARGE RAVINE, 76.0
 RA0131'FEET NORTHEAST OF POINT WHERE DIM ROAD LEADS NORTHEAST UPHILL, 69.0
 RA0131'FEET NORTHWEST OF CENTERLINE OF ROAD BED, 3.8 FEET EAST OF REFERENCE
 RA0131'POST, SET IN TOP OF ROCK OUTCROP ABOUT 12 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0672 ***********************************************************************
 NV0672  DESIGNATION -  L 31
 NV0672  PID         -  NV0672
 NV0672  STATE/COUNTY-  ID/OWYHEE
 NV0672  USGS QUAD   -  BRUNEAU (1992)
 NV0672
 NV0672                         *CURRENT SURVEY CONTROL
 NV0672  ___________________________________________________________________
 NV0672* NAD 83(1986)-  42 53 34.     (N)    115 46 56.     (W)     SCALED    
 NV0672* NAVD 88     -       906.793  (meters)    2975.04   (feet)  ADJUSTED  
 NV0672  ___________________________________________________________________
 NV0672  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 NV0672  DYNAMIC HT  -         906.383 (meters)    2973.69  (feet)  COMP
 NV0672  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 NV0672
 NV0672  VERT ORDER  -  FIRST     CLASS II
 NV0672
 NV0672.The horizontal coordinates were scaled from a topographic map and have
 NV0672.an estimated accuracy of +/- 6 seconds.
 NV0672
 NV0672.The orthometric height was determined by differential leveling
 NV0672.and adjusted by the National Geodetic Survey in June 1991..
 NV0672
 NV0672.The geoid height was determined by GEOID03.
 NV0672
 NV0672.The dynamic height is computed by dividing the NAVD 88
 NV0672.geopotential number by the normal gravity value computed on the
 NV0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0672.degrees latitude (g = 980.6199 gals.).
 NV0672
 NV0672.The modeled gravity was interpolated from observed gravity values.
 NV0672
 NV0672;                    North         East    Units  Estimated Accuracy
 NV0672;SPC ID W     -   136,190.      797,370.      MT  (+/- 180 meters Scaled)
 NV0672
 NV0672                          SUPERSEDED SURVEY CONTROL
 NV0672
 NV0672  NGVD 29 (??/??/92)  905.918  (m)         2972.17   (f) ADJ UNCH    1 2
 NV0672
 NV0672.Superseded values are not recommended for survey control.
 NV0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0672.See file dsdata.txt to determine how the superseded data were derived.
 NV0672
 NV0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH994496(NAD 83)
 NV0672_MARKER: DB = BENCH MARK DISK
 NV0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0672_STAMPING: L 31 1934
 NV0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0672+STABILITY: SURFACE MOTION
 NV0672
 NV0672  HISTORY     - Date     Condition        Report By
 NV0672  HISTORY     - 1934     MONUMENTED       CGS
 NV0672
 NV0672                          STATION DESCRIPTION
 NV0672
 NV0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0672'1.4 MI NE FROM BRUNEAU.
 NV0672'1.4 MILES NORTHEAST ALONG THE ROAD TO MOUNTAIN HOME FROM THE ROAD
 NV0672'JUNCTION AT BRUNEAU, OWYHEE COUNTY, 0.2 MILE SOUTH OF THE CROSSING OF
 NV0672'A ROW OF POWER POLES, AND 105 FEET WEST OF THE INTERSECTION OF TWO
 NV0672'ROADS ON THE SUMMIT OF THE HILL AT THE BRIM OF SNAKE RIVER VALLEY.  A
 NV0672'STANDARD DISK, STAMPED L 31 1934 AND SET IN THE TOP OF A CONCRETE
 NV0672'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0171 ***********************************************************************
 RA0171  DESIGNATION -  L 310
 RA0171  PID         -  RA0171
 RA0171  STATE/COUNTY-  ID/IDAHO
 RA0171  USGS QUAD   -  RIGGINS (1964)
 RA0171
 RA0171                         *CURRENT SURVEY CONTROL
 RA0171  ___________________________________________________________________
 RA0171* NAD 83(1992)-  45 25 46.98518(N)    116 18 46.22832(W)     ADJUSTED  
 RA0171* NAVD 88     -       544.335  (meters)    1785.87   (feet)  ADJUSTED  
 RA0171  ___________________________________________________________________
 RA0171  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 RA0171  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA0171  DYNAMIC HT  -         544.219 (meters)    1785.49  (feet)  COMP
 RA0171  MODELED GRAV-     980,387.7   (mgal)                       NAVD 88
 RA0171
 RA0171  HORZ ORDER  -  SECOND
 RA0171  VERT ORDER  -  FIRST     CLASS II
 RA0171
 RA0171.The horizontal coordinates were established by classical geodetic methods
 RA0171.and adjusted by the National Geodetic Survey in July 1992..
 RA0171
 RA0171.The orthometric height was determined by differential leveling
 RA0171.and adjusted by the National Geodetic Survey in June 1991..
 RA0171
 RA0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 RA0171
 RA0171.The geoid height was determined by GEOID03.
 RA0171
 RA0171.The dynamic height is computed by dividing the NAVD 88
 RA0171.geopotential number by the normal gravity value computed on the
 RA0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0171.degrees latitude (g = 980.6199 gals.).
 RA0171
 RA0171.The modeled gravity was interpolated from observed gravity values.
 RA0171
 RA0171;                    North         East     Units Scale Factor Converg.
 RA0171;SPC ID W     -   418,214.226   755,957.671   MT  0.99995717   -0 24 03.5
 RA0171;UTM  11      - 5,030,918.069   553,752.252   MT  0.99963552   +0 29 22.3
 RA0171
 RA0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA0171!SPC ID W     -   0.99991711  x   0.99995717  =   0.99987428
 RA0171!UTM  11      -   0.99991711  x   0.99963552  =   0.99955266
 RA0171
 RA0171|---------------------------------------------------------------------|
 RA0171| PID    Reference Object                     Distance      Geod. Az  |
 RA0171|                                                           dddmmss.s |
 RA0171| RA0173 L 310 RM 2                            4.548 METERS 11715     |
 RA0171| RA1310 WHISKEY                             APPROX. 4.8 KM 3400235.4 |
 RA0171| CH6404 L 310 AZ MK                                        3464102.5 |
 RA0171| RA0172 L 310 RM 1                           19.036 METERS 34817     |
 RA0171|---------------------------------------------------------------------|
 RA0171
 RA0171                          SUPERSEDED SURVEY CONTROL
 RA0171
 RA0171  NAD 83(1991)-  45 25 46.98661(N)    116 18 46.22798(W) AD(       ) 2
 RA0171  NAD 83(1986)-  45 25 46.98676(N)    116 18 46.22814(W) AD(       ) 2
 RA0171  NAD 27      -  45 25 47.38361(N)    116 18 42.74759(W) AD(       ) 2
 RA0171  NGVD 29 (07/19/86)  543.5    (m)         1783.     (f) VERT ANG       
 RA0171
 RA0171.Superseded values are not recommended for survey control.
 RA0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0171.See file dsdata.txt to determine how the superseded data were derived.
 RA0171
 RA0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL5375230918(NAD 83)
 RA0171_MARKER: DB = BENCH MARK DISK
 RA0171_SETTING: 80 = SET IN A BOULDER
 RA0171_SP_SET: BOULDER
 RA0171_STAMPING: L 310 1945
 RA0171_MARK LOGO: CGS   
 RA0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 RA0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0171+STABILITY: SURFACE MOTION
 RA0171
 RA0171  HISTORY     - Date     Condition        Report By
 RA0171  HISTORY     - 1945     MONUMENTED       CGS
 RA0171  HISTORY     - 1967     GOOD             CGS
 RA0171  HISTORY     - 1967     GOOD             NGS
 RA0171  HISTORY     - 1979     GOOD             LOCENG
 RA0171  HISTORY     - 1982     GOOD             NGS
 RA0171  HISTORY     - 1983     GOOD             NGS
 RA0171  HISTORY     - 19830815 GOOD             NGS
 RA0171  HISTORY     - 19850515 GOOD             NGS
 RA0171
 RA0171                          STATION DESCRIPTION
 RA0171
 RA0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAG)
 RA0171'STATION IS LOCATED 0.6 MILE N OF RIGGINS, 44 FEET W OF THE CENTER
 RA0171'LINE OF U.S. HIGHWAY 95, 5.5 FEET N OF A WHITE WITNESS POST, AND 1
 RA0171'FOOT W OF THE RIGHT-OF-WAY FENCE LINE.
 RA0171'
 RA0171'STATION MARK IS A BRONZE BENCH MARK SET IN A DRILL HOLE IN A LARGE
 RA0171'OUTCROPPING BOULDER PROJECTING 3 FEET.  DISK IS STAMPED L 310 1945.
 RA0171'
 RA0171'REFERENCE MARK 1 IS 1 FOOT LOWER THAN THE STATION AND IS 33 FEET W OF
 RA0171'THE CENTER LINE OF U.S. HIGHWAY 95.  IT IS A BRONZE REFERENCE DISK
 RA0171'SET IN A DRILL HOLE IN A BOULDER.  IT PROJECTS 2 FEET AND IS
 RA0171'STAMPED L 310 NO 1 1945.
 RA0171'
 RA0171'REFERENCE MARK 2 IS 3 FEET LOWER THAN THE STATION AND IS 33.5 FEET W
 RA0171'OF THE CENTER LINE OF U.S. HIGHWAY 95.  IT IS A BRONZE REFERENCE
 RA0171'DISK SET IN A DRILL HOLE IN A BOULDER.  BOULDER PROJECTS 10 INCHES
 RA0171'ON THE E SIDE AND IS FLUSH ON THE W SIDE.  DISK IS STAMPED L 310 NO
 RA0171'2 1945.
 RA0171'
 RA0171'AZIMUTH MARK IS 0.3 MILE N OF THE STATION, AT THE N EDGE OF A
 RA0171'CULTIVATED FIELD.  IT IS A BRONZE AZIMUTH DISK BRAZED TO THE TOP OF
 RA0171'A 2-INCH CAST-IRON SOIL PIPE THAT PROJECTS 8 INCHES.  DISK IS
 RA0171'STAMPED L 310 1945.  TO REACH FROM THE STATION, GO N ON U.S.
 RA0171'HIGHWAY 95 FOR 0.15 MILE AND THEN PACK THROUGH FIELD, N, FOR 0.15
 RA0171'MILE TO THE AZIMUTH MARK AS DESCRIBED.
 RA0171'
 RA0171'TO REACH STATION FROM THE POST OFFICE IN RIGGINS, GO N ON U.S.
 RA0171'HIGHWAY 95 FOR 0.6 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 RA0171
 RA0171                          STATION RECOVERY (1967)
 RA0171
 RA0171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCL)
 RA0171'THE STATION MARK, STAMPED L 310 1945, REFERENCE MARK NO. 1, STAMPED L
 RA0171'310 NO 1 1945 AND REFERENCE MARK NO. 2, STAMPED L 310 NO 2 1945 WERE
 RA0171'RECOVERED IN GOOD CONDITION.  A METAL WITNESS POST WAS PLACED 2.5
 RA0171'FEET NORTH OF THE STATION MARK.  THE ORIGINAL DESCRIPTION IS
 RA0171'ADEQUATE.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 RA0171
 RA0171                          STATION RECOVERY (1967)
 RA0171
 RA0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 RA0171'0.7 MI N FROM RIGGINS.
 RA0171'0.7 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE POST OFFICE AT RIGGINS,
 RA0171'0.4 MILE NORTH OF MILE POST NO. 200, 180 FEET SOUTHEAST OF THE ROAD TO
 RA0171'THE CEMETERY, 44 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 95, 29
 RA0171'FEET SOUTH OF A SPEED LIMIT SIGN, 19 FEET SOUTH OF THE PROLONGATION OF
 RA0171'THE CENTER OF SOUTH STREET, 2.5 FEET SOUTH OF A METAL WITNESS POST AND
 RA0171'7 FEET ABOVE THE LEVEL OF THE HIGHWAY CEMENTED IN A DRILL HOLE IN A 3
 RA0171'BY 7 FOOT BOULDER THAT PROJECTS 2 FEET.
 RA0171
 RA0171                          STATION RECOVERY (1979)
 RA0171
 RA0171'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JJP)
 RA0171'L 310 1945 RECOVERED EXCELLENT.  MONUMENT APPEARS TO HAVE WAR-TIME
 RA0171'STEEL DISK.
 RA0171'
 RA0171'L 310 NO 1 1945 DISK WAS FOUND WEATHERED LOOSE FROM THE SANDSTONE
 RA0171'BOULDER.
 RA0171'
 RA0171'L 310 NO 2 1945 RECOVERED EXCELLENT.
 RA0171'
 RA0171'L 310 1945 (AZI. MARK) WAS NOT RECOVERED.
 RA0171'
 RA0171'A BRIEF SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT COULD NOT BE
 RA0171'FOUND.  BUILDINGS ERECTED SINCE 1945 PROBABLY BLOCK LINE OF SIGHT
 RA0171'BETWEEN STATION MARK AND AZIMUTH MARK.
 RA0171'
 RA0171'DISTANCE AND DIRECTION FROM NEAREST TOWN--ON NORTH EDGE OF RIGGINS.
 RA0171
 RA0171                          STATION RECOVERY (1982)
 RA0171
 RA0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0171'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.15 KM
 RA0171'(0.7 MI) NORTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN RIGGINS, IN
 RA0171'TOP OF THE SOUTHEAST END OF A 4- BY 6-FOOT GRANITE BOULDER PROJECTING
 RA0171'1.5 FEET ABOVE THE GROUND, 40.8 METERS (134 FT) SOUTHEAST OF THE
 RA0171'Y-JUNCTION OF THE DIRT ROAD LEADING TO THE RIGGINS CEMETERY,
 RA0171'12.7 METERS (41.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 69.2 METERS
 RA0171'(227 FT) NORTHWEST ACROSS THE HIGHWAY FROM MILEPOST 196, 27.1 METERS
 RA0171'(89 FT) WEST ACROSS THE HIGHWAY FROM THE CENTER OF A ROAD LEADING
 RA0171'NORTH, 15.2 METERS (50 FT) NORTHWEST OF THE NORTHWEST END OF A SMALL
 RA0171'GRAVEL QUARRY.
 RA0171'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 RA0171'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 RA0171
 RA0171                          STATION RECOVERY (1983)
 RA0171
 RA0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RA0171'TO REACH FROM THE POST OFFICE IN RIGGINS GO NORTH ON US 95 FOR 1.1 K
 RA0171'(0. (0.7 MILE) TO MARK ON THE LEFT. IT IS 43 METERS SOUTH SOUTHEAST
 RA0171'OF A ROAD LEADING TO RIGGINS CEMETERY, 18.561 METERS SOUTH OF RM 3,
 RA0171'12.6 METERS SOUTHWEST OF THE CENTERLINE OF HIGHWAY 95, 10.297 METERS
 RA0171'EAST NORTHEAST OF RM 4, AND 0.7 METER SOUTH OF A METAL WITNESS. AN
 RA0171'IRON DISK.
 RA0171
 RA0171                          STATION RECOVERY (1983)
 RA0171
 RA0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 RA0171'THE STATION WAS RECOVERED IN GOOD CONDITION.  RM 1 AND 2 WERE SEARCHED
 RA0171'FOR BUT WERE NOT RECOVERED.  THE AZ MK WAS NOT RECOVERED.  ITS IN AN
 RA0171'AREA THAT IS NOW HOUSES.  RM 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 RA0171'THERE WAS NO SUITABLE PLACE FOR AN AZ MK.  THE STATION IS LOCATED 1.1
 RA0171'KM (0.70 MI) N OF RIGGINS.  TO REACH THE STATION FROM THE POST OFFICE
 RA0171'IN RIGGINS GO N ON US 95 1.1 KM (0.70 MI) TO THE STATION ON THE LEFT.
 RA0171' 
 RA0171'THE STATION IS A STANDARD USCGS IRON BM DISK STAMPED---L 310 1945---,
 RA0171'SET INTO ROCK OUTCROP, 2 METERS (6.6 FT) LARGEST DIMENSION. THE
 RA0171'STATION IS LOCATED 43 METERS (141.1 FT) SSE FROM ROAD LEADING TO
 RA0171'RIGGINS CEMETERY, 12.6 METERS (41.3 FT) SW FROM THE CENTERLINE OF HWY
 RA0171'95, 0.7 METERS (2.3 FT) S FROM A METAL WITNESS POST.
 RA0171' 
 RA0171'RM NO 3, IS A STANDARD NGS DISK STAMPED---BM L 310 1945 NO 3 1983---,
 RA0171'SET INTO PARTIALLY EXPOSED BOULDER OF 1 METERS (3.3 FT) LARGEST
 RA0171'DIMENSION. THE STATION IS LOCATED 2.6 METERS (8.5 FT) SE FROM A ROAD
 RA0171'LEADING TO RIGGINS CEMETERY, 10.6 METERS (34.8 FT) SW FROM THE
 RA0171'CENTERLINE OF THE HWY, 1.4 METERS (4.6 FT) NE FROM A RIGHT OF WAY
 RA0171'FENCE, AND 0.4 METERS (1.3 FT) LOWER THAN THE STATION.
 RA0171' 
 RA0171'RM NO 4, IS A STANDARD NGS DISK STAMPED---BM L 310 1945 NO 4 1983---,
 RA0171'SET INTO ROCK OUTCROP, 1 METERS (3.3 FT) LARGEST DIMENSION.  THE
 RA0171'STATION IS LOCATED 23 METERS (75.5 FT) SW FROM THE CENTERLINE OF THE
 RA0171'ROAD, 11.2 METERS (36.7 FT) S FROM A METAL WITNESS POST, 3 METERS
 RA0171'(9.8 FT) HIGHER THAN THE STATION.
 RA0171
 RA0171                          STATION RECOVERY (1985)
 RA0171
 RA0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 RA0171'THE STATION AND RM 3 AND 4 WERE RECOVERED AS DESCRIBED IN 1983 EXCEPT
 RA0171'THAT AZIMUTH TO THE RMS IS WRONG.  A WRONG OBJECT WAS TAKEN AS THE
 RA0171'INITIAL.  AN IDAHO DEPT OF TRANSPORTATION MARK WAS USED AS AN AZ MK.
 RA0171'THE STATION IS LOCATED AT THE N END OF RIGGINS, ON THE S SIDE OF U.S
 RA0171'95.  TO REACH THE STATION FROM THE POST OFFICE IN RIGGINS GO N ON U.S
 RA0171'95 FOR 1.3 KM (0.80 MI) TO THE MARK ON THE LEFT.
 RA0171' 
 RA0171'THE STATION IS A STANDARD USCGS DISK STAMPED---L 310 1945---, SET INTO
 RA0171'PARTIALLY EXPOSED BOULDER OF 2 METERS, (6.6 FT) LARGEST DIMENSION.
 RA0171'THE STATION IS LOCATED 50 METERS (164.0 FT) S FROM A ROAD LEADING TO A
 RA0171'CEMETERY, 68 METERS (223.1 FT) NNW FROM MILE POST 196, 30 METERS (98.4
 RA0171'FT) NW FROM THE INTERSECTION OF BORAH AVE AND US 95, 12.6 METERS (41.3
 RA0171'FT) W FROM THE CENTERLINE OF US 95, 9.8 METERS (32.2 FT) WSW FROM A
 RA0171'WITNESS POST.  RM NO 3, IS A STANDARD NGS DISK STAMPED---BM L 310 1945
 RA0171'NO 3 1983---, SET INTO PARTIALLY EXPOSED BOULDER.  THE STATION IS
 RA0171'LOCATED 29 METERS (95.1 FT) S FROM THE CENTERLINE OF ROAD LEADING TO
 RA0171'RIGGINS CEMETERY, 10.5 METERS (34.4 FT) W FROM THE CENTERLINE OF HWY
 RA0171'95, 1.3 METERS (4.3 FT) E FROM A FENCE, AND 1 METER (3.3 FT) LOWER
 RA0171'THAN THE STATION.  RM NO 4, IS A STANDARD NGS DISK STAMPED---BM L 310
 RA0171'1945 NO 4 1983---, SET INTO ROCK OUTCROP, 1.5 METERS (4.9 FT) LARGEST
 RA0171'DIMENSION.  TH STATION IS LOCATED 22.8 METERS (74.8 FT) W FROM THE
 RA0171'CENTERLINE OF US 95, 11.4 METERS (37.4 FT) W FROM A WITNESS POST, AND
 RA0171'3 METERS (9.8 FT) HIGHER THAN THE STATION.
 RA0171' 
 RA0171'AZ MK NO 2, IS AN IDAHO TRANS DEPT DISK STAMPED---RG 14 1985--, SET ON
 RA0171'THE TOP OF A 30 INCH BY 1 INCH LENGTH OF DRILL STEEL IMBEDDED IN THE
 RA0171'GROUND AND IS FLUSH WITH THE GROUND.  TO REACH THE AZ MK FROM THE
 RA0171'STATION GO N ON U.S 95 FOR 2.1 KM (1.30 MI) TO THE N END OF THE HWY
 RA0171'BRIDGE OVER THE SALMON RIVER.  PARK TRUCK THEN PACK S ON NE SIDE OF
 RA0171'RIVER, FOLLOW TRAIL, TO THE TOP OF A ROCK HILL AND THE STATION.  IT IS
 RA0171'ABOUT A 30 MINUTE PACE.  THE AZ MK IS ABOUT 43 METERS (141.1 FT)
 RA0171'HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0172 ***********************************************************************
 RA0172  DESIGNATION -  L 310 RM 1
 RA0172  PID         -  RA0172
 RA0172  STATE/COUNTY-  ID/IDAHO
 RA0172  USGS QUAD   -  RIGGINS (1964)
 RA0172
 RA0172                         *CURRENT SURVEY CONTROL
 RA0172  ___________________________________________________________________
 RA0172* NAD 83(1986)-  45 25 47.     (N)    116 18 46.     (W)     SCALED    
 RA0172* NAVD 88     -       544.034  (meters)    1784.88   (feet)  ADJUSTED  
 RA0172  ___________________________________________________________________
 RA0172  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA0172  DYNAMIC HT  -         543.918 (meters)    1784.50  (feet)  COMP
 RA0172  MODELED GRAV-     980,388.1   (mgal)                       NAVD 88
 RA0172
 RA0172  VERT ORDER  -  SECOND    CLASS 0
 RA0172
 RA0172.The horizontal coordinates were scaled from a topographic map and have
 RA0172.an estimated accuracy of +/- 6 seconds.
 RA0172
 RA0172.The orthometric height was determined by differential leveling
 RA0172.and adjusted by the National Geodetic Survey in June 1991..
 RA0172
 RA0172.The geoid height was determined by GEOID03.
 RA0172
 RA0172.The dynamic height is computed by dividing the NAVD 88
 RA0172.geopotential number by the normal gravity value computed on the
 RA0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0172.degrees latitude (g = 980.6199 gals.).
 RA0172
 RA0172.The modeled gravity was interpolated from observed gravity values.
 RA0172
 RA0172;                    North         East    Units  Estimated Accuracy
 RA0172;SPC ID W     -   418,220.      755,960.      MT  (+/- 180 meters Scaled)
 RA0172
 RA0172                          SUPERSEDED SURVEY CONTROL
 RA0172
 RA0172  NGVD 29 (??/??/92)  542.959  (m)         1781.36   (f) ADJ UNCH    2 0
 RA0172
 RA0172.Superseded values are not recommended for survey control.
 RA0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0172.See file dsdata.txt to determine how the superseded data were derived.
 RA0172
 RA0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL537309(NAD 83)
 RA0172_MARKER: DB = BENCH MARK DISK
 RA0172_SETTING: 80 = SET IN A BOULDER
 RA0172_SP_SET: BOULDER
 RA0172_STAMPING: L 310 NO 1 1945
 RA0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0172+STABILITY: SURFACE MOTION
 RA0172
 RA0172  HISTORY     - Date     Condition        Report By
 RA0172  HISTORY     - 1945     MONUMENTED       CGS
 RA0172  HISTORY     - 1967     GOOD             NGS
 RA0172  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0172  HISTORY     - 1983     MARK NOT FOUND   NGS
 RA0172  HISTORY     - 19830815 MARK NOT FOUND   NGS
 RA0172
 RA0172                          STATION DESCRIPTION
 RA0172
 RA0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0172'0.7 MI N FROM RIGGINS.
 RA0172'0.7 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE RIGGINS POST OFFICE, 110
 RA0172'FEET SOUTHEAST OF THE ROAD TO THE CEMETERY, 48 FEET NORTHWEST OF A
 RA0172'SPEED LIMIT SIGN, 62 FEET NORTHWEST OF BENCH MARK L 310, 38 FEET
 RA0172'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 95, 6.5 FEET NORTHEAST OF THE
 RA0172'RIGHT-OF-WAY FENCE LINE AND 6 FEET ABOVE   ABOVE THE LEVEL OF THE
 RA0172'HIGHWAY CEMENTED IN A DRILL HOLE IN A 5 BY 10 FOOT BOULDER THAT
 RA0172'PROJECTS 3 FEET ON THE NORTHEAST SIDE AND 1 FOOT ON THE SOUTHWEST
 RA0172'SIDE.  THE LETTERS BM WERE PAINTED ON THE NORTHEAST SIDE OF THE
 RA0172'BOULDER WITH YELLOW PAINT..
 RA0172
 RA0172                          STATION RECOVERY (1982)
 RA0172
 RA0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0172'NOT RECOVERED.
 RA0172
 RA0172                          STATION RECOVERY (1983)
 RA0172
 RA0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RA0172'MARK NOT FOUND.
 RA0172
 RA0172                          STATION RECOVERY (1983)
 RA0172
 RA0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 RA0172'THE MARK WAS NOT FOUND.  THE ROAD HAS BEEN WIDENED IN THE DESCRIBED
 RA0172'AREA OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0173 ***********************************************************************
 RA0173  DESIGNATION -  L 310 RM 2
 RA0173  PID         -  RA0173
 RA0173  STATE/COUNTY-  ID/IDAHO
 RA0173  USGS QUAD   -  RIGGINS (1964)
 RA0173
 RA0173                         *CURRENT SURVEY CONTROL
 RA0173  ___________________________________________________________________
 RA0173* NAD 83(1986)-  45 25 47.     (N)    116 18 46.     (W)     SCALED    
 RA0173* NAVD 88     -       543.152  (meters)    1781.99   (feet)  ADJUSTED  
 RA0173  ___________________________________________________________________
 RA0173  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA0173  DYNAMIC HT  -         543.036 (meters)    1781.61  (feet)  COMP
 RA0173  MODELED GRAV-     980,388.1   (mgal)                       NAVD 88
 RA0173
 RA0173  VERT ORDER  -  SECOND    CLASS 0
 RA0173
 RA0173.The horizontal coordinates were scaled from a topographic map and have
 RA0173.an estimated accuracy of +/- 6 seconds.
 RA0173
 RA0173.The orthometric height was determined by differential leveling
 RA0173.and adjusted by the National Geodetic Survey in June 1991..
 RA0173
 RA0173.The geoid height was determined by GEOID03.
 RA0173
 RA0173.The dynamic height is computed by dividing the NAVD 88
 RA0173.geopotential number by the normal gravity value computed on the
 RA0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0173.degrees latitude (g = 980.6199 gals.).
 RA0173
 RA0173.The modeled gravity was interpolated from observed gravity values.
 RA0173
 RA0173;                    North         East    Units  Estimated Accuracy
 RA0173;SPC ID W     -   418,220.      755,960.      MT  (+/- 180 meters Scaled)
 RA0173
 RA0173                          SUPERSEDED SURVEY CONTROL
 RA0173
 RA0173  NGVD 29 (??/??/92)  542.076  (m)         1778.46   (f) ADJ UNCH    2 0
 RA0173
 RA0173.Superseded values are not recommended for survey control.
 RA0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0173.See file dsdata.txt to determine how the superseded data were derived.
 RA0173
 RA0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL537309(NAD 83)
 RA0173_MARKER: DB = BENCH MARK DISK
 RA0173_SETTING: 80 = SET IN A BOULDER
 RA0173_SP_SET: BOULDER
 RA0173_STAMPING: L 310 NO 2 1945
 RA0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0173+STABILITY: SURFACE MOTION
 RA0173
 RA0173  HISTORY     - Date     Condition        Report By
 RA0173  HISTORY     - 1945     MONUMENTED       CGS
 RA0173  HISTORY     - 1967     GOOD             NGS
 RA0173  HISTORY     - 1982     MARK NOT FOUND   NGS
 RA0173  HISTORY     - 1983     MARK NOT FOUND   NGS
 RA0173  HISTORY     - 19830815 MARK NOT FOUND   NGS
 RA0173
 RA0173                          STATION DESCRIPTION
 RA0173
 RA0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 RA0173'0.7 MI N FROM RIGGINS.
 RA0173'0.7 MILE NORTH ALONG U.S. HIGHWAY 95 FROM THE RIGGINS POST OFFICE, 34
 RA0173'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 95, 30 FEET SOUTH OF
 RA0173'A SPEED LIMIT SIGN, 15 FEET EAST OF BENCH MARK L 310, 15 FEET EAST OF
 RA0173'A METAL WITNESS POST, 10 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE
 RA0173'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY CEMENTED IN A DRILL HOLE IN
 RA0173'A 1.5 BY 1.5 FOOT BOULDER THAT PROJECTS 6 INCHES.
 RA0173
 RA0173                          STATION RECOVERY (1982)
 RA0173
 RA0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RA0173'NOT RECOVERED.
 RA0173
 RA0173                          STATION RECOVERY (1983)
 RA0173
 RA0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RA0173'MARK NOT FOUND.
 RA0173
 RA0173                          STATION RECOVERY (1983)
 RA0173
 RA0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 RA0173'THE MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE ROAD HAS BEEN
 RA0173'WIDENED IN THE DESCRIBED AREA OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1438 ***********************************************************************
 RA1438  DESIGNATION -  L 310 RM 3
 RA1438  PID         -  RA1438
 RA1438  STATE/COUNTY-  ID/IDAHO
 RA1438  USGS QUAD   -  RIGGINS (1964)
 RA1438
 RA1438                         *CURRENT SURVEY CONTROL
 RA1438  ___________________________________________________________________
 RA1438* NAD 83(1986)-  45 25 47.     (N)    116 18 45.     (W)     SCALED    
 RA1438* NAVD 88     -       547.69   (meters)    1796.9    (feet)  RESET     
 RA1438  ___________________________________________________________________
 RA1438  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA1438
 RA1438  VERT ORDER  -  THIRD
 RA1438
 RA1438.The horizontal coordinates were scaled from a topographic map and have
 RA1438.an estimated accuracy of +/- 6 seconds.
 RA1438
 RA1438.The orthometric height was computed from unverified reset data.
 RA1438.No vertical observational check was made to the station.
 RA1438
 RA1438.The geoid height was determined by GEOID03.
 RA1438
 RA1438;                    North         East    Units  Estimated Accuracy
 RA1438;SPC ID W     -   418,210.      755,980.      MT  (+/- 180 meters Scaled)
 RA1438
 RA1438                          SUPERSEDED SURVEY CONTROL
 RA1438
 RA1438.No superseded survey control is available for this station.
 RA1438
 RA1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL537309(NAD 83)
 RA1438_MARKER: DR = REFERENCE MARK DISK
 RA1438_SETTING: 80 = SET IN A BOULDER
 RA1438_SP_SET: BOULDER
 RA1438_STAMPING: BM L 310 1945 NO 3 1983
 RA1438_MARK LOGO: NGS   
 RA1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1438+STABILITY: SURFACE MOTION
 RA1438
 RA1438  HISTORY     - Date     Condition        Report By
 RA1438  HISTORY     - 1983     MONUMENTED       NGS
 RA1438
 RA1438                          STATION DESCRIPTION
 RA1438
 RA1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RA1438'1.1 KM (0.70 MI) NORTH FROM RIGGINS.
 RA1438'FROM THE POST OFFICE IN RIGGINS, GO NORTH ON U.S. 95 FOR 1.1 KM
 RA1438'(0.70 MI) TO THE MARK ON THE LEFT, 26.0 METERS SOUTHEAST FROM A ROAD
 RA1438'LEADING TO THE RIGGINS CEMETERY, 18.5 METERS NORTH OF BM L 310, 10.6
 RA1438'METERS SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY AND 1.4 METERS
 RA1438'NORTHEAST OF A RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1439 ***********************************************************************
 RA1439  DESIGNATION -  L 310 RM 4
 RA1439  PID         -  RA1439
 RA1439  STATE/COUNTY-  ID/IDAHO
 RA1439  USGS QUAD   -  RIGGINS (1964)
 RA1439
 RA1439                         *CURRENT SURVEY CONTROL
 RA1439  ___________________________________________________________________
 RA1439* NAD 83(1986)-  45 25 47.     (N)    116 18 45.     (W)     SCALED    
 RA1439* NAVD 88     -       543.54   (meters)    1783.3    (feet)  RESET     
 RA1439  ___________________________________________________________________
 RA1439  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 RA1439
 RA1439  VERT ORDER  -  THIRD
 RA1439
 RA1439.The horizontal coordinates were scaled from a topographic map and have
 RA1439.an estimated accuracy of +/- 6 seconds.
 RA1439
 RA1439.The orthometric height was computed from unverified reset data.
 RA1439.No vertical observational check was made to the station.
 RA1439
 RA1439.The geoid height was determined by GEOID03.
 RA1439
 RA1439;                    North         East    Units  Estimated Accuracy
 RA1439;SPC ID W     -   418,210.      755,980.      MT  (+/- 180 meters Scaled)
 RA1439
 RA1439                          SUPERSEDED SURVEY CONTROL
 RA1439
 RA1439.No superseded survey control is available for this station.
 RA1439
 RA1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL537309(NAD 83)
 RA1439_MARKER: DR = REFERENCE MARK DISK
 RA1439_SETTING: 80 = SET IN A BOULDER
 RA1439_SP_SET: BOULDER
 RA1439_STAMPING: BM L 310 1945 NO 4 1983
 RA1439_MARK LOGO: NGS   
 RA1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA1439+STABILITY: SURFACE MOTION
 RA1439
 RA1439  HISTORY     - Date     Condition        Report By
 RA1439  HISTORY     - 1983     MONUMENTED       NGS
 RA1439
 RA1439                          STATION DESCRIPTION
 RA1439
 RA1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RA1439'1.1 KM (0.70 MI) NORTH FROM RIGGINS.
 RA1439'FROM THE POST OFFICE IN RIGGINS, GO NORTH ON U.S. 95 FOR 1.1 KM
 RA1439'(0.70 MI) TO THE MARK ON THE LEFT, 23.0 METERS SOUTHWEST OF THE
 RA1439'CENTERLINE OF THE ROAD, 10.3 METERS WEST SOUTHWEST OF BM L 310, AND
 RA1439'11.2 METERS SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0169 ***********************************************************************
 QZ0169  DESIGNATION -  L 311
 QZ0169  PID         -  QZ0169
 QZ0169  STATE/COUNTY-  ID/IDAHO
 QZ0169  USGS QUAD   -  NEZ PERCE PEAK (1962)
 QZ0169
 QZ0169                         *CURRENT SURVEY CONTROL
 QZ0169  ___________________________________________________________________
 QZ0169* NAD 83(1986)-  45 42 17.     (N)    114 35 08.     (W)     SCALED    
 QZ0169* NAVD 88     -      1561.455  (meters)    5122.87   (feet)  ADJUSTED  
 QZ0169  ___________________________________________________________________
 QZ0169  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 QZ0169  DYNAMIC HT  -        1560.863 (meters)    5120.93  (feet)  COMP
 QZ0169  MODELED GRAV-     980,182.2   (mgal)                       NAVD 88
 QZ0169
 QZ0169  VERT ORDER  -  FIRST     CLASS II
 QZ0169
 QZ0169.The horizontal coordinates were scaled from a topographic map and have
 QZ0169.an estimated accuracy of +/- 6 seconds.
 QZ0169
 QZ0169.The orthometric height was determined by differential leveling
 QZ0169.and adjusted by the National Geodetic Survey in June 1991..
 QZ0169
 QZ0169.The geoid height was determined by GEOID03.
 QZ0169
 QZ0169.The dynamic height is computed by dividing the NAVD 88
 QZ0169.geopotential number by the normal gravity value computed on the
 QZ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0169.degrees latitude (g = 980.6199 gals.).
 QZ0169
 QZ0169.The modeled gravity was interpolated from observed gravity values.
 QZ0169
 QZ0169;                    North         East    Units  Estimated Accuracy
 QZ0169;SPC ID W     -   449,280.      890,670.      MT  (+/- 180 meters Scaled)
 QZ0169
 QZ0169                          SUPERSEDED SURVEY CONTROL
 QZ0169
 QZ0169  NGVD 29 (??/??/92) 1560.261  (m)         5118.96   (f) ADJ UNCH    1 2
 QZ0169
 QZ0169.Superseded values are not recommended for survey control.
 QZ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0169.See file dsdata.txt to determine how the superseded data were derived.
 QZ0169
 QZ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL879640(NAD 83)
 QZ0169_MARKER: DB = BENCH MARK DISK
 QZ0169_SETTING: 80 = SET IN A BOULDER
 QZ0169_SP_SET: BOULDER
 QZ0169_STAMPING: L 311 1945
 QZ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0169+STABILITY: SURFACE MOTION
 QZ0169
 QZ0169  HISTORY     - Date     Condition        Report By
 QZ0169  HISTORY     - 1945     MONUMENTED       CGS
 QZ0169
 QZ0169                          STATION DESCRIPTION
 QZ0169
 QZ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0169'33.05 MI SW FROM CONNER, MT.
 QZ0169'ALONG CONNER - GRANGEVILLE ROAD, 33.05 MILES SOUTHWEST OF THE POST
 QZ0169'OFFICE AT CONNER, 5.55 MILES WEST OF THE IDAHO - MONTANA DIVIDE, 0.4
 QZ0169'MILE EAST OF HALFWAY CREEK, 0.35 MILE WEST OF BRIDGE OVER PETE CREEK,
 QZ0169'DIRECTLY ACROSS ROAD FROM THE MOST WESTERLY AND SMALLEST OF THREE
 QZ0169'PROMINENT ROCK OUT CROPS WHICH ARE ON THE SOUTH SLOPE OF A HILL AND ON
 QZ0169'THE NORTH SIDE OF THE ROAD, 105.0 FEET EAST OF TOP OF ABRUPT RISE IN
 QZ0169'ROAD, 11.7 FEET SOUTH OF CENTERLINE OF ROAD, 2.4 FEET WEST OF
 QZ0169'REFERENCE POST, SET IN TOP, OF WEST END OF GRANITE BOULDER SET IN
 QZ0169'PLACE BY ROAD CONSTRUCTION AND ABOUT THE SAME ELEVATION AS THE ROAD.
 QZ0169'AN IRON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0193 ***********************************************************************
 QZ0193  DESIGNATION -  L 312
 QZ0193  PID         -  QZ0193
 QZ0193  STATE/COUNTY-  ID/IDAHO
 QZ0193  USGS QUAD   -  MAGRUDER MTN (1991)
 QZ0193
 QZ0193                         *CURRENT SURVEY CONTROL
 QZ0193  ___________________________________________________________________
 QZ0193* NAD 83(1986)-  45 38 31.     (N)    114 49 16.     (W)     SCALED    
 QZ0193* NAVD 88     -      2496.486  (meters)    8190.55   (feet)  ADJUSTED  
 QZ0193  ___________________________________________________________________
 QZ0193  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 QZ0193  DYNAMIC HT  -        2495.209 (meters)    8186.36  (feet)  COMP
 QZ0193  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 QZ0193
 QZ0193  VERT ORDER  -  FIRST     CLASS II
 QZ0193
 QZ0193.The horizontal coordinates were scaled from a topographic map and have
 QZ0193.an estimated accuracy of +/- 6 seconds.
 QZ0193
 QZ0193.The orthometric height was determined by differential leveling
 QZ0193.and adjusted by the National Geodetic Survey in June 1991..
 QZ0193
 QZ0193.The geoid height was determined by GEOID03.
 QZ0193
 QZ0193.The dynamic height is computed by dividing the NAVD 88
 QZ0193.geopotential number by the normal gravity value computed on the
 QZ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0193.degrees latitude (g = 980.6199 gals.).
 QZ0193
 QZ0193.The modeled gravity was interpolated from observed gravity values.
 QZ0193
 QZ0193;                    North         East    Units  Estimated Accuracy
 QZ0193;SPC ID W     -   442,070.      872,410.      MT  (+/- 180 meters Scaled)
 QZ0193
 QZ0193                          SUPERSEDED SURVEY CONTROL
 QZ0193
 QZ0193  NGVD 29 (??/??/92) 2495.111  (m)         8186.04   (f) ADJ UNCH    1 2
 QZ0193
 QZ0193.Superseded values are not recommended for survey control.
 QZ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0193.See file dsdata.txt to determine how the superseded data were derived.
 QZ0193
 QZ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL698565(NAD 83)
 QZ0193_MARKER: DB = BENCH MARK DISK
 QZ0193_SETTING: 80 = SET IN A BOULDER
 QZ0193_SP_SET: BOULDER
 QZ0193_STAMPING: L 312 1945
 QZ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0193+STABILITY: SURFACE MOTION
 QZ0193
 QZ0193  HISTORY     - Date     Condition        Report By
 QZ0193  HISTORY     - 1945     MONUMENTED       CGS
 QZ0193  HISTORY     - 1956     GOOD             NGS
 QZ0193  HISTORY     - 1974     GOOD             USGS
 QZ0193
 QZ0193                          STATION DESCRIPTION
 QZ0193
 QZ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0193'57.35 MI SW FROM CONNER, MT.
 QZ0193'ALONG CONNER- GRANGEVILLE ROAD, 57.35 MILES SOUTHWEST OF THE POST
 QZ0193'OFFICE AT CONNER, 12.65 MILES SOUTHWEST OF BRIDGE OVER SELWAY RIVER,
 QZ0193'0.3 MILE SOUTHWEST OF TRAIL LEADING TO GOLD PAN LAKE, 128.2 FEET
 QZ0193'SOUTHWEST OF CENTER OF SMALL WOODEN DRAIN ACROSS ROAD, 13.0 FEET
 QZ0193'SOUTHEAST OF CENTERLINE OF ROAD, 7.0 FEET NORTH OF A TRIANGULAR BLAZE
 QZ0193'ON A 1-FOOT FIR TREE, 9.0 FEET NORTHEAST OF A REFERENCE POST, SET IN
 QZ0193'TOP OF EMBEDDED GRANITE BOULDER ABOUT 7 FEET ABOVE ROAD.  A BRONZE
 QZ0193'DISK.
 QZ0193
 QZ0193                          STATION RECOVERY (1956)
 QZ0193
 QZ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QZ0193'RECOVERED IN GOOD CONDITION.
 QZ0193
 QZ0193                          STATION RECOVERY (1974)
 QZ0193
 QZ0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0193'ALONG NEZ PERCE TRAIL ROAD, 60.15 MILES EAST OF THE POST OFFICE AT
 QZ0193'ELK CITY, IDAHO 0.85 MILE EAST OF JUNCTION WITH ROAD LEADING TO
 QZ0193'SALMON MTN., 0.35 MILE WEST OF A USFS SIGN SHOWING DIRECTION TO GOLD
 QZ0193'PAN LAKE, 128 FEET SW OF A SMALL WOODEN DRAIN CULVERT, 13 FEET SE OF
 QZ0193'CENTERLINE ROAD, 6 1/2 FEET ABOVE ROAD LEVEL, 9 FEET NE OF A WHITE
 QZ0193'WOODEN WITNESS POST, SET IN TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0292 ***********************************************************************
 QZ0292  DESIGNATION -  L 313 RESET
 QZ0292  PID         -  QZ0292
 QZ0292  STATE/COUNTY-  ID/IDAHO
 QZ0292  USGS QUAD   -  TRAPPER CREEK (1995)
 QZ0292
 QZ0292                         *CURRENT SURVEY CONTROL
 QZ0292  ___________________________________________________________________
 QZ0292* NAD 83(1986)-  45 41 03.     (N)    115 20 12.     (W)     SCALED    
 QZ0292* NAVD 88     -      1394.43   (meters)    4574.9    (feet)  RESET     
 QZ0292  ___________________________________________________________________
 QZ0292  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 QZ0292
 QZ0292  VERT ORDER  -  THIRD
 QZ0292
 QZ0292.The horizontal coordinates were scaled from a topographic map and have
 QZ0292.an estimated accuracy of +/- 6 seconds.
 QZ0292
 QZ0292.The orthometric height was computed from unverified reset data.
 QZ0292
 QZ0292.The geoid height was determined by GEOID03.
 QZ0292
 QZ0292;                    North         East    Units  Estimated Accuracy
 QZ0292;SPC ID W     -   446,420.      832,200.      MT  (+/- 180 meters Scaled)
 QZ0292
 QZ0292                          SUPERSEDED SURVEY CONTROL
 QZ0292
 QZ0292.No superseded survey control is available for this station.
 QZ0292
 QZ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL295603(NAD 83)
 QZ0292_MARKER: DB = BENCH MARK DISK
 QZ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QZ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QZ0292_STAMPING: L 313 RESET 1970
 QZ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0292+STABILITY: SURFACE MOTION
 QZ0292
 QZ0292  HISTORY     - Date     Condition        Report By
 QZ0292  HISTORY     - 1970     MONUMENTED       NGS
 QZ0292  HISTORY     - 1974     GOOD             USGS
 QZ0292
 QZ0292                          STATION DESCRIPTION
 QZ0292
 QZ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QZ0292'14.0 MI SE FROM ELK CITY.
 QZ0292'14.0 MILES SOUTHEAST OF THE POST OFFICE BY ROAD.  THE MARK IS 2.0
 QZ0292'MILES SOUTH ALONG DIXIE ROAD, (FOREST SERVICE ROAD NO. 223), FROM THE
 QZ0292'RED RIVER RANGER STATION, 62 FEET EAST OF AND 10 FEET HIGHER THAN THE
 QZ0292'CENTER OF DIXIE ROAD, AT THE BOTTOM OF A STEEP INCLINE, 50 FEET SOUTH
 QZ0292'OF A LONE, 10-INCH FIR TREE, 10 FEET EAST OF AN 18-INCH BLACK PINE AND
 QZ0292'1 FOOT SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 QZ0292'SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 QZ0292
 QZ0292                          STATION RECOVERY (1974)
 QZ0292
 QZ0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0292'ALONG THE ROAD TO DIXIE. 1.9 MILES SOUTH OF THE RED RIVER RANGER
 QZ0292'STATION. 60 FEET EAST OF THE CENTER-LINE OF THE ROAD AT THE SOUTH END
 QZ0292'OF A LARGE CUT. 2 FEET SOUTH EAST OF METAL SIGN ON STEEL FENCE POST
 QZ0292'IN CONCRETE POST POURED IN PLACE AND LEVEL WITH GROUND. UNABLE TO
 QZ0292'DETERMINE WHO RESET THIS MARK OR THE ELEV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0532 ***********************************************************************
 QZ0532  DESIGNATION -  L 314
 QZ0532  PID         -  QZ0532
 QZ0532  STATE/COUNTY-  ID/IDAHO
 QZ0532  USGS QUAD   -  HUNGRY RIDGE (1995)
 QZ0532
 QZ0532                         *CURRENT SURVEY CONTROL
 QZ0532  ___________________________________________________________________
 QZ0532* NAD 83(1986)-  45 50 05.     (N)    115 58 55.     (W)     SCALED    
 QZ0532* NAVD 88     -       682.540  (meters)    2239.30   (feet)  ADJUSTED  
 QZ0532  ___________________________________________________________________
 QZ0532  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 QZ0532  DYNAMIC HT  -         682.385 (meters)    2238.79  (feet)  COMP
 QZ0532  MODELED GRAV-     980,368.7   (mgal)                       NAVD 88
 QZ0532
 QZ0532  VERT ORDER  -  FIRST     CLASS II
 QZ0532
 QZ0532.The horizontal coordinates were scaled from a topographic map and have
 QZ0532.an estimated accuracy of +/- 6 seconds.
 QZ0532
 QZ0532.The orthometric height was determined by differential leveling
 QZ0532.and adjusted by the National Geodetic Survey in June 1991..
 QZ0532
 QZ0532.The geoid height was determined by GEOID03.
 QZ0532
 QZ0532.The dynamic height is computed by dividing the NAVD 88
 QZ0532.geopotential number by the normal gravity value computed on the
 QZ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0532.degrees latitude (g = 980.6199 gals.).
 QZ0532
 QZ0532.The modeled gravity was interpolated from observed gravity values.
 QZ0532
 QZ0532;                    North         East    Units  Estimated Accuracy
 QZ0532;SPC ID W     -   463,100.      781,980.      MT  (+/- 180 meters Scaled)
 QZ0532
 QZ0532                          SUPERSEDED SURVEY CONTROL
 QZ0532
 QZ0532  NGVD 29 (??/??/92)  681.483  (m)         2235.83   (f) ADJ UNCH    1 2
 QZ0532
 QZ0532.Superseded values are not recommended for survey control.
 QZ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0532.See file dsdata.txt to determine how the superseded data were derived.
 QZ0532
 QZ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL790761(NAD 83)
 QZ0532_MARKER: DB = BENCH MARK DISK
 QZ0532_SETTING: 80 = SET IN A BOULDER
 QZ0532_SP_SET: BOULDER
 QZ0532_STAMPING: L 314 1945
 QZ0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0532+STABILITY: SURFACE MOTION
 QZ0532
 QZ0532  HISTORY     - Date     Condition        Report By
 QZ0532  HISTORY     - 1945     MONUMENTED       CGS
 QZ0532
 QZ0532                          STATION DESCRIPTION
 QZ0532
 QZ0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0532'17.45 MI W FROM GOLDEN.
 QZ0532'ALONG CONNER - GRANGEVILLE ROAD, 17.45 MILES WEST OF POST OFFICE AT
 QZ0532'GOLDEN, 5.05 MILES EAST OF STEEL BRIDGE OVER SOUTH FORK OF CLEARWATER
 QZ0532'RIVER, 200 FEET SOUTHEAST OF SOUTHEAST END OF TURNOUT FOR ROAD, 27.0
 QZ0532'FEET SOUTHWEST OF CENTERLINE OF ROAD, SET IN TOP OF SOUTHEAST POINT OF
 QZ0532'LARGEST BOULDER BETWEEN ROAD AND RIVER IN THIS VICINITY, ABOUT 4 FEET
 QZ0532'BELOW ROAD.  A BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA0344 ***********************************************************************
 RA0344  DESIGNATION -  L 315
 RA0344  PID         -  RA0344
 RA0344  STATE/COUNTY-  ID/IDAHO
 RA0344  USGS QUAD   -  OLD TIMER MOUNTAIN (1990)
 RA0344
 RA0344                         *CURRENT SURVEY CONTROL
 RA0344  ___________________________________________________________________
 RA0344* NAD 83(1986)-  45 26 30.     (N)    116 35 19.     (W)     SCALED    
 RA0344* NAVD 88     -       415.021  (meters)    1361.61   (feet)  ADJUSTED  
 RA0344  ___________________________________________________________________
 RA0344  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 RA0344  DYNAMIC HT  -         414.818 (meters)    1360.95  (feet)  COMP
 RA0344  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 RA0344
 RA0344  VERT ORDER  -  SECOND    CLASS 0
 RA0344
 RA0344.The horizontal coordinates were scaled from a topographic map and have
 RA0344.an estimated accuracy of +/- 6 seconds.
 RA0344
 RA0344.The orthometric height was determined by differential leveling
 RA0344.and adjusted by the National Geodetic Survey in June 1991..
 RA0344
 RA0344.The geoid height was determined by GEOID03.
 RA0344
 RA0344.The dynamic height is computed by dividing the NAVD 88
 RA0344.geopotential number by the normal gravity value computed on the
 RA0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA0344.degrees latitude (g = 980.6199 gals.).
 RA0344
 RA0344.The modeled gravity was interpolated from observed gravity values.
 RA0344
 RA0344;                    North         East    Units  Estimated Accuracy
 RA0344;SPC ID W     -   419,730.      734,390.      MT  (+/- 180 meters Scaled)
 RA0344
 RA0344                          SUPERSEDED SURVEY CONTROL
 RA0344
 RA0344  NGVD 29 (??/??/92)  413.837  (m)         1357.73   (f) ADJ UNCH    2 0
 RA0344
 RA0344.Superseded values are not recommended for survey control.
 RA0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA0344.See file dsdata.txt to determine how the superseded data were derived.
 RA0344
 RA0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL321320(NAD 83)
 RA0344_MARKER: DB = BENCH MARK DISK
 RA0344_SETTING: 80 = SET IN A BOULDER
 RA0344_SP_SET: BOULDER
 RA0344_STAMPING: L 315 1946
 RA0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RA0344+STABILITY: SURFACE MOTION
 RA0344
 RA0344  HISTORY     - Date     Condition        Report By
 RA0344  HISTORY     - 1946     MONUMENTED       CGS
 RA0344
 RA0344                          STATION DESCRIPTION
 RA0344
 RA0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RA0344'35.45 MI N FROM HOMESTEAD, OR.
 RA0344'ABOUT 35.45 MILES NORTH ALONG THE SNAKE RIVER FROM HOMESTEAD, ON THE
 RA0344'EAST BANK OF THE RIVER, ABOUT 1.5 MILE SOUTH ALONG THE FOREST SERVICE
 RA0344'TRAIL FROM THE HOUSE AT JOHNSON BAR, 31 PACES NORTH OF AN EAST AND
 RA0344'WEST FENCE, 9 FEET EAST OF THE FOREST SERVICE TRAIL, A STANDARD DISK
 RA0344'SET ON TOP OF A BOULDER WHICH PROJECT ABOUT 4 FEET ABOVE IMMEDIATE
 RA0344'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0112 ***********************************************************************
 QZ0112  DESIGNATION -  L 316
 QZ0112  PID         -  QZ0112
 QZ0112  STATE/COUNTY-  ID/IDAHO
 QZ0112  USGS QUAD   -  WAUGH MTN (1978)
 QZ0112
 QZ0112                         *CURRENT SURVEY CONTROL
 QZ0112  ___________________________________________________________________
 QZ0112* NAD 83(1986)-  45 24 38.     (N)    114 50 30.     (W)     SCALED    
 QZ0112* NAVD 88     -       849.893  (meters)    2788.36   (feet)  ADJUSTED  
 QZ0112  ___________________________________________________________________
 QZ0112  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 QZ0112  DYNAMIC HT  -         849.376 (meters)    2786.66  (feet)  COMP
 QZ0112  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 QZ0112
 QZ0112  VERT ORDER  -  SECOND    CLASS 0
 QZ0112
 QZ0112.The horizontal coordinates were scaled from a topographic map and have
 QZ0112.an estimated accuracy of +/- 6 seconds.
 QZ0112
 QZ0112.The orthometric height was determined by differential leveling
 QZ0112.and adjusted by the National Geodetic Survey in June 1991..
 QZ0112
 QZ0112.The geoid height was determined by GEOID03.
 QZ0112
 QZ0112.The dynamic height is computed by dividing the NAVD 88
 QZ0112.geopotential number by the normal gravity value computed on the
 QZ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0112.degrees latitude (g = 980.6199 gals.).
 QZ0112
 QZ0112.The modeled gravity was interpolated from observed gravity values.
 QZ0112
 QZ0112;                    North         East    Units  Estimated Accuracy
 QZ0112;SPC ID W     -   416,330.      871,100.      MT  (+/- 180 meters Scaled)
 QZ0112
 QZ0112                          SUPERSEDED SURVEY CONTROL
 QZ0112
 QZ0112  NGVD 29 (??/??/92)  848.495  (m)         2783.77   (f) ADJ UNCH    2 0
 QZ0112
 QZ0112.Superseded values are not recommended for survey control.
 QZ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0112.See file dsdata.txt to determine how the superseded data were derived.
 QZ0112
 QZ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL688308(NAD 83)
 QZ0112_MARKER: DB = BENCH MARK DISK
 QZ0112_SETTING: 80 = SET IN A BOULDER
 QZ0112_SP_SET: BOULDER
 QZ0112_STAMPING: L 316 1945
 QZ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0112+STABILITY: SURFACE MOTION
 QZ0112
 QZ0112  HISTORY     - Date     Condition        Report By
 QZ0112  HISTORY     - 1945     MONUMENTED       CGS
 QZ0112
 QZ0112                          STATION DESCRIPTION
 QZ0112
 QZ0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0112'37.6 MI W FROM SHOUP.
 QZ0112'37.6 MILES WEST OF THE POST OFFICE AT SHOUP, ON THE NORTHERLY SIDE OF
 QZ0112'THE SALMON RIVER, SET IN TOP OF A LARGE FLAT BOULDER, ABOUT 400 FEET
 QZ0112'NORTHEAST OF LOG CABIN AT MOUTH OF CANYON ON SOUTHERLY SIDE OF THE
 QZ0112'RIVER, ABOUT 35 FEET SOUTHWEST OF AND 10 FEET BELOW LEVEL OF TRAIL, AT
 QZ0112'NORTHWEST END OF SAND BAR WHICH IS ABOUT 50 FEET LONG AND JUST BELOW
 QZ0112'HIGH WATER LEVEL.  BRONZE BENCH MARK DISK SET IN TOP OF LARGE FLAT
 QZ0112'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0283 ***********************************************************************
 QZ0283  DESIGNATION -  L 317
 QZ0283  PID         -  QZ0283
 QZ0283  STATE/COUNTY-  ID/IDAHO
 QZ0283  USGS QUAD   -  HIDA POINT (1995)
 QZ0283
 QZ0283                         *CURRENT SURVEY CONTROL
 QZ0283  ___________________________________________________________________
 QZ0283* NAD 83(1986)-  45 34 04.     (N)    115 13 11.     (W)     SCALED    
 QZ0283* NAVD 88     -       757.772  (meters)    2486.12   (feet)  ADJUSTED  
 QZ0283  ___________________________________________________________________
 QZ0283  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 QZ0283  DYNAMIC HT  -         757.364 (meters)    2484.79  (feet)  COMP
 QZ0283  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 QZ0283
 QZ0283  VERT ORDER  -  SECOND    CLASS 0
 QZ0283
 QZ0283.The horizontal coordinates were scaled from a topographic map and have
 QZ0283.an estimated accuracy of +/- 6 seconds.
 QZ0283
 QZ0283.The orthometric height was determined by differential leveling
 QZ0283.and adjusted by the National Geodetic Survey in June 1991..
 QZ0283
 QZ0283.The geoid height was determined by GEOID03.
 QZ0283
 QZ0283.The dynamic height is computed by dividing the NAVD 88
 QZ0283.geopotential number by the normal gravity value computed on the
 QZ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0283.degrees latitude (g = 980.6199 gals.).
 QZ0283
 QZ0283.The modeled gravity was interpolated from observed gravity values.
 QZ0283
 QZ0283;                    North         East    Units  Estimated Accuracy
 QZ0283;SPC ID W     -   433,540.      841,390.      MT  (+/- 180 meters Scaled)
 QZ0283
 QZ0283                          SUPERSEDED SURVEY CONTROL
 QZ0283
 QZ0283  NGVD 29 (??/??/92)  756.406  (m)         2481.64   (f) ADJ UNCH    2 0
 QZ0283
 QZ0283.Superseded values are not recommended for survey control.
 QZ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0283.See file dsdata.txt to determine how the superseded data were derived.
 QZ0283
 QZ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL389475(NAD 83)
 QZ0283_MARKER: DB = BENCH MARK DISK
 QZ0283_SETTING: 80 = SET IN A BOULDER
 QZ0283_SP_SET: BOULDER
 QZ0283_STAMPING: L 317 1945
 QZ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0283+STABILITY: SURFACE MOTION
 QZ0283
 QZ0283  HISTORY     - Date     Condition        Report By
 QZ0283  HISTORY     - 1945     MONUMENTED       CGS
 QZ0283  HISTORY     - 1974     MARK NOT FOUND   USGS
 QZ0283
 QZ0283                          STATION DESCRIPTION
 QZ0283
 QZ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0283'52.5 MI E FROM FRENCH CREEK.
 QZ0283'52.5 MILES EAST OF FRENCH CREEK, ON THE NORTHERLY SIDE OF THE SALMON
 QZ0283'RIVER, SET IN TOP OF BOULDER, AT NORTH END OF RAPIDS, NEAR NORTH END
 QZ0283'OF A GROUP OF LARGE BOULDERS, NEAR SOUTH END OF SAND BAR AND ABOUT
 QZ0283'LEVEL WITH HIGH WATER LINE.  BRONZE DISK SET IN TOP OF BOULDER.
 QZ0283
 QZ0283                          STATION RECOVERY (1974)
 QZ0283
 QZ0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0341 ***********************************************************************
 QZ0341  DESIGNATION -  L 318
 QZ0341  PID         -  QZ0341
 QZ0341  STATE/COUNTY-  ID/IDAHO
 QZ0341  USGS QUAD   -  MACKAY BAR (1995)
 QZ0341
 QZ0341                         *CURRENT SURVEY CONTROL
 QZ0341  ___________________________________________________________________
 QZ0341* NAD 83(1986)-  45 23 40.     (N)    115 36 08.     (W)     SCALED    
 QZ0341* NAVD 88     -       649.174  (meters)    2129.83   (feet)  ADJUSTED  
 QZ0341  ___________________________________________________________________
 QZ0341  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 QZ0341  DYNAMIC HT  -         648.808 (meters)    2128.63  (feet)  COMP
 QZ0341  MODELED GRAV-     980,039.6   (mgal)                       NAVD 88
 QZ0341
 QZ0341  VERT ORDER  -  SECOND    CLASS 0
 QZ0341
 QZ0341.The horizontal coordinates were scaled from a topographic map and have
 QZ0341.an estimated accuracy of +/- 6 seconds.
 QZ0341
 QZ0341.The orthometric height was determined by differential leveling
 QZ0341.and adjusted by the National Geodetic Survey in June 1991..
 QZ0341
 QZ0341.The geoid height was determined by GEOID03.
 QZ0341
 QZ0341.The dynamic height is computed by dividing the NAVD 88
 QZ0341.geopotential number by the normal gravity value computed on the
 QZ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0341.degrees latitude (g = 980.6199 gals.).
 QZ0341
 QZ0341.The modeled gravity was interpolated from observed gravity values.
 QZ0341
 QZ0341;                    North         East    Units  Estimated Accuracy
 QZ0341;SPC ID W     -   414,150.      811,570.      MT  (+/- 180 meters Scaled)
 QZ0341
 QZ0341                          SUPERSEDED SURVEY CONTROL
 QZ0341
 QZ0341  NGVD 29 (??/??/92)  647.849  (m)         2125.48   (f) ADJ UNCH    2 0
 QZ0341
 QZ0341.Superseded values are not recommended for survey control.
 QZ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0341.See file dsdata.txt to determine how the superseded data were derived.
 QZ0341
 QZ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL094277(NAD 83)
 QZ0341_MARKER: DB = BENCH MARK DISK
 QZ0341_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0341_SP_SET: ROCK OUTCROP
 QZ0341_STAMPING: L 318 1945
 QZ0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0341+STABILITY: POSITION/ELEVATION WELL
 QZ0341
 QZ0341  HISTORY     - Date     Condition        Report By
 QZ0341  HISTORY     - 1945     MONUMENTED       CGS
 QZ0341
 QZ0341                          STATION DESCRIPTION
 QZ0341
 QZ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QZ0341'24.5 MI E FROM FRENCH CREEK.
 QZ0341'24.5 MILES EAST OF FRENCH CREEK, ON THE SOUTHERLY SIDE OF THE SALMON
 QZ0341'RIVER, SET IN TOP OF ROCK OUTCROP, OPPOSITE ROCK BLUFF, AT NORTHEAST
 QZ0341'END OF ROCK SLIDE, AND ABOUT LEVEL WITH HIGH WATER LINE.  BRONZE BENCH
 QZ0341'MARK DISK SET IN TOP OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0362 ***********************************************************************
 RZ0362  DESIGNATION -  L 319
 RZ0362  PID         -  RZ0362
 RZ0362  STATE/COUNTY-  ID/IDAHO
 RZ0362  USGS QUAD   -  WESTLAKE (1979)
 RZ0362
 RZ0362                         *CURRENT SURVEY CONTROL
 RZ0362  ___________________________________________________________________
 RZ0362* NAD 83(1986)-  46 00 31.     (N)    116 36 24.     (W)     SCALED    
 RZ0362* NAVD 88     -       348.851  (meters)    1144.52   (feet)  ADJUSTED  
 RZ0362  ___________________________________________________________________
 RZ0362  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 RZ0362  DYNAMIC HT  -         348.751 (meters)    1144.19  (feet)  COMP
 RZ0362  MODELED GRAV-     980,324.2   (mgal)                       NAVD 88
 RZ0362
 RZ0362  VERT ORDER  -  SECOND    CLASS 0
 RZ0362
 RZ0362.The horizontal coordinates were scaled from a topographic map and have
 RZ0362.an estimated accuracy of +/- 6 seconds.
 RZ0362
 RZ0362.The orthometric height was determined by differential leveling
 RZ0362.and adjusted by the National Geodetic Survey in June 1991..
 RZ0362
 RZ0362.The geoid height was determined by GEOID03.
 RZ0362
 RZ0362.The dynamic height is computed by dividing the NAVD 88
 RZ0362.geopotential number by the normal gravity value computed on the
 RZ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0362.degrees latitude (g = 980.6199 gals.).
 RZ0362
 RZ0362.The modeled gravity was interpolated from observed gravity values.
 RZ0362
 RZ0362;                    North         East    Units  Estimated Accuracy
 RZ0362;SPC ID W     -   482,750.      733,660.      MT  (+/- 180 meters Scaled)
 RZ0362
 RZ0362                          SUPERSEDED SURVEY CONTROL
 RZ0362
 RZ0362  NGVD 29 (??/??/92)  347.721  (m)         1140.81   (f) ADJ UNCH    2 0
 RZ0362
 RZ0362.Superseded values are not recommended for survey control.
 RZ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0362.See file dsdata.txt to determine how the superseded data were derived.
 RZ0362
 RZ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL304950(NAD 83)
 RZ0362_MARKER: DB = BENCH MARK DISK
 RZ0362_SETTING: 80 = SET IN A BOULDER
 RZ0362_STAMPING: L 319 1945
 RZ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0362+STABILITY: SURFACE MOTION
 RZ0362
 RZ0362  HISTORY     - Date     Condition        Report By
 RZ0362  HISTORY     - 1945     MONUMENTED       CGS
 RZ0362
 RZ0362                          STATION DESCRIPTION
 RZ0362
 RZ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RZ0362'14.4 MI NW FROM RICE CREEK BRIDGE.
 RZ0362'14.4 MILES NORTHWEST (DOWN STREAM) ALONG THE SOUTHWEST BANK OF THE
 RZ0362'SALMON RIVER FROM THE RICE CREEK BRIDGE, AT THE FOOT OF A RAPIDS, ON
 RZ0362'THE SOUTH SIDE OF THE RIVER FROM AN ALMOST VERTICAL ROCK BLUFF, AND
 RZ0362'JUST BELOW HIGH WATER LEVEL.  A BRONZE DISK, SET IN THE TOP OF A
 RZ0362'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0632 ***********************************************************************
 NV0632  DESIGNATION -  L 32
 NV0632  PID         -  NV0632
 NV0632  STATE/COUNTY-  ID/OWYHEE
 NV0632  USGS QUAD   -  BLACKSTONE RESERVOIR (1979)
 NV0632
 NV0632                         *CURRENT SURVEY CONTROL
 NV0632  ___________________________________________________________________
 NV0632* NAD 83(1986)-  42 23 24.     (N)    115 50 44.     (W)     SCALED    
 NV0632* NAVD 88     -      1542.371  (meters)    5060.26   (feet)  ADJUSTED  
 NV0632  ___________________________________________________________________
 NV0632  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 NV0632  DYNAMIC HT  -        1541.382 (meters)    5057.02  (feet)  COMP
 NV0632  MODELED GRAV-     979,926.0   (mgal)                       NAVD 88
 NV0632
 NV0632  VERT ORDER  -  FIRST     CLASS II
 NV0632
 NV0632.The horizontal coordinates were scaled from a topographic map and have
 NV0632.an estimated accuracy of +/- 6 seconds.
 NV0632
 NV0632.The orthometric height was determined by differential leveling
 NV0632.and adjusted by the National Geodetic Survey in June 1991..
 NV0632
 NV0632.The geoid height was determined by GEOID03.
 NV0632
 NV0632.The dynamic height is computed by dividing the NAVD 88
 NV0632.geopotential number by the normal gravity value computed on the
 NV0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0632.degrees latitude (g = 980.6199 gals.).
 NV0632
 NV0632.The modeled gravity was interpolated from observed gravity values.
 NV0632
 NV0632;                    North         East    Units  Estimated Accuracy
 NV0632;SPC ID W     -    80,340.      792,130.      MT  (+/- 180 meters Scaled)
 NV0632
 NV0632                          SUPERSEDED SURVEY CONTROL
 NV0632
 NV0632  NGVD 29 (??/??/92) 1541.288  (m)         5056.71   (f) ADJ UNCH    1 2
 NV0632
 NV0632.Superseded values are not recommended for survey control.
 NV0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0632.See file dsdata.txt to determine how the superseded data were derived.
 NV0632
 NV0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG950937(NAD 83)
 NV0632_MARKER: DB = BENCH MARK DISK
 NV0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0632_STAMPING: L 32 1934
 NV0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0632+STABILITY: SURFACE MOTION
 NV0632
 NV0632  HISTORY     - Date     Condition        Report By
 NV0632  HISTORY     - 1934     MONUMENTED       CGS
 NV0632  HISTORY     - 1974     GOOD             USGS
 NV0632
 NV0632                          STATION DESCRIPTION
 NV0632
 NV0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0632'2.5 MI NW FROM GRASMERE.
 NV0632'2.5 MILES NORTHWEST ALONG THE ROAD TO HOT SPRING FROM GRASMERE, OWYHEE
 NV0632'COUNTY, 0.7 MILE SOUTHWEST OF A FORK, ABOUT 350 FEET NORTHEAST OF THE
 NV0632'RIM OF A LARGE SAGEBRUSH FLAT, AND 35 FEET WEST OF THE ROAD. A
 NV0632'STANDARD DISK, STAMPED L 32 1934 AND SET IN THE TOP OF A CONCRETE
 NV0632'POST.
 NV0632
 NV0632                          STATION RECOVERY (1974)
 NV0632
 NV0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NV0632'GRASMERE, 0.4 MI. SOUTH OF ALONG STATE HIGHWAY 51 TO ROAD FORK AT
 NV0632'WEST END OF RUNWAY, THENCE LEFT (NE) ALONG ROAD ON NORTH SIDE OF
 NV0632'FENCE (AND SOUTH SIDE OF RUNWAY) FOR 1.1 MI. TO CROSS ROAD AT GATE ON
 NV0632'RIGHT, THENCE LEFT (NE) ALONG OLD ROAD TO HOT SPRING FOR 1.4 MI. TO
 NV0632'TOP OF LOW RIDGE. ABOUT 350 FT. NE OF THE RIM OF A LARGE SAGEBRUSH
 NV0632'FLAT, 22 FT. NW OF CENTER OF OLD ROAD. A STANDARD DISK IN TOP OF A
 NV0632'CONCRETE POST, STAMPED L 32 1934, AND PROJECTING 1.0 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0219 ***********************************************************************
 QZ0219  DESIGNATION -  L 320
 QZ0219  PID         -  QZ0219
 QZ0219  STATE/COUNTY-  ID/IDAHO
 QZ0219  USGS QUAD   -  SABE MTN (1991)
 QZ0219
 QZ0219                         *CURRENT SURVEY CONTROL
 QZ0219  ___________________________________________________________________
 QZ0219* NAD 83(1986)-  45 41 36.     (N)    114 59 54.     (W)     SCALED    
 QZ0219* NAVD 88     -      2184.713  (meters)    7167.68   (feet)  ADJUSTED  
 QZ0219  ___________________________________________________________________
 QZ0219  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 QZ0219  DYNAMIC HT  -        2183.687 (meters)    7164.31  (feet)  COMP
 QZ0219  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 QZ0219
 QZ0219  VERT ORDER  -  FIRST     CLASS II
 QZ0219
 QZ0219.The horizontal coordinates were scaled from a topographic map and have
 QZ0219.an estimated accuracy of +/- 6 seconds.
 QZ0219
 QZ0219.The orthometric height was determined by differential leveling
 QZ0219.and adjusted by the National Geodetic Survey in June 1991..
 QZ0219
 QZ0219.The geoid height was determined by GEOID03.
 QZ0219
 QZ0219.The dynamic height is computed by dividing the NAVD 88
 QZ0219.geopotential number by the normal gravity value computed on the
 QZ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0219.degrees latitude (g = 980.6199 gals.).
 QZ0219
 QZ0219.The modeled gravity was interpolated from observed gravity values.
 QZ0219
 QZ0219;                    North         East    Units  Estimated Accuracy
 QZ0219;SPC ID W     -   447,630.      858,540.      MT  (+/- 180 meters Scaled)
 QZ0219
 QZ0219                          SUPERSEDED SURVEY CONTROL
 QZ0219
 QZ0219  NGVD 29 (??/??/92) 2183.392  (m)         7163.35   (f) ADJ UNCH    1 2
 QZ0219
 QZ0219.Superseded values are not recommended for survey control.
 QZ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0219.See file dsdata.txt to determine how the superseded data were derived.
 QZ0219
 QZ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL558619(NAD 83)
 QZ0219_MARKER: DB = BENCH MARK DISK
 QZ0219_SETTING: 80 = SET IN A BOULDER
 QZ0219_SP_SET: BOULDER
 QZ0219_STAMPING: L 320 1946
 QZ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0219+STABILITY: SURFACE MOTION
 QZ0219
 QZ0219  HISTORY     - Date     Condition        Report By
 QZ0219  HISTORY     - 1946     MONUMENTED       CGS
 QZ0219  HISTORY     - 1974     GOOD             USGS
 QZ0219
 QZ0219                          STATION DESCRIPTION
 QZ0219
 QZ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 QZ0219'42.6 MI E FROM ELK CITY.
 QZ0219'ABOUT 42.6 MILES EAST ALONG THE CONNER-GRANGEVILLE ROAD FROM THE POST
 QZ0219'OFFICE AT ELK CITY, 5.5 MILES EAST OF THE BARGAMIN CREEK BRIDGE, ABOUT
 QZ0219'200 FEET WEST OF A ROAD LEADING TO BURNT KNOB LOOKOUT, 30 FEET
 QZ0219'NORTHWEST OF A POLE DRAIN, 26 FEET NORTH OF THE CENTER LINE OF THE
 QZ0219'ROAD, ABOUT 10 FEET ABOVE THE ROAD LEVEL, AND SET IN THE TOP OF A
 QZ0219'GRANITE BOULDER ABOVE THE GROUND.
 QZ0219
 QZ0219                          STATION RECOVERY (1974)
 QZ0219
 QZ0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QZ0219'ALONG NEZ PERCE TRAIL ROAD, 43.55 MILES EAST OF POST OFFICE AT ELK
 QZ0219'CITY, IDAHO, 5.75 MILES EAST OF BRIDGE OVER BARGAMIN CREEK, 237 FEET
 QZ0219'NW OF JUNCTION OF ROAD LEADING TO BURNT KNOB LOH, 23 FEET NE OF
 QZ0219'CENTERLINE ROAD AND 10 FEET LOWER, 30 FEET NW OF A WOODEN CULVERT,
 QZ0219'SET IN THE TOP OF A 3 X 4 FOOT GRANITE BOULDER WHICH SETS FLUSH WITH
 QZ0219'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB0320 ***********************************************************************
 QB0320  DESIGNATION -  L 321
 QB0320  PID         -  QB0320
 QB0320  STATE/COUNTY-  ID/WASHINGTON
 QB0320  USGS QUAD   -  MIDVALE (1986)
 QB0320
 QB0320                         *CURRENT SURVEY CONTROL
 QB0320  ___________________________________________________________________
 QB0320* NAD 83(1986)-  44 28 13.     (N)    116 43 53.     (W)     SCALED    
 QB0320* NAVD 88     -       778.836  (meters)    2555.23   (feet)  ADJUSTED  
 QB0320  ___________________________________________________________________
 QB0320  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 QB0320  DYNAMIC HT  -         778.605 (meters)    2554.47  (feet)  COMP
 QB0320  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 QB0320
 QB0320  VERT ORDER  -  FIRST     CLASS II
 QB0320
 QB0320.The horizontal coordinates were scaled from a topographic map and have
 QB0320.an estimated accuracy of +/- 6 seconds.
 QB0320
 QB0320.The orthometric height was determined by differential leveling
 QB0320.and adjusted by the National Geodetic Survey in June 1991..
 QB0320
 QB0320.The geoid height was determined by GEOID03.
 QB0320
 QB0320.The dynamic height is computed by dividing the NAVD 88
 QB0320.geopotential number by the normal gravity value computed on the
 QB0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB0320.degrees latitude (g = 980.6199 gals.).
 QB0320
 QB0320.The modeled gravity was interpolated from observed gravity values.
 QB0320
 QB0320;                    North         East    Units  Estimated Accuracy
 QB0320;SPC ID W     -   311,910.      721,920.      MT  (+/- 180 meters Scaled)
 QB0320
 QB0320                          SUPERSEDED SURVEY CONTROL
 QB0320
 QB0320  NGVD 29 (??/??/92)  777.812  (m)         2551.87   (f) ADJ UNCH    1 2
 QB0320
 QB0320.Superseded values are not recommended for survey control.
 QB0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QB0320.See file dsdata.txt to determine how the superseded data were derived.
 QB0320
 QB0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK213241(NAD 83)
 QB0320_MARKER: DB = BENCH MARK DISK
 QB0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QB0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QB0320_STAMPING: L 321 1946
 QB0320_MARK LOGO: CGS   
 QB0320_PROJECTION: PROJECTING 4 CENTIMETERS
 QB0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 QB0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QB0320+STABILITY: SURFACE MOTION
 QB0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QB0320+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2001
 QB0320
 QB0320  HISTORY     - Date     Condition        Report By
 QB0320  HISTORY     - 1946     MONUMENTED       CGS
 QB0320  HISTORY     - 1965     GOOD             NGS
 QB0320  HISTORY     - 1983     GOOD             NGS
 QB0320  HISTORY     - 20010314 GOOD             IDTD
 QB0320
 QB0320                          STATION DESCRIPTION
 QB0320
 QB0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 QB0320'IN MIDVALE.
 QB0320'AT MIDVALE, 0.15 MILE EAST ALONG THE MAIN STREET FROM THE MIDVALE POST
 QB0320'OFFICE, 350 FEET EAST OF THE EAST END OF THE BRIDGE OVER THE WEISER
 QB0320'RIVER, 95 FEET SOUTH AND ACROSS THE MAIN STREET FROM THE SOUTHWEST
 QB0320'CORNER OF THE COMMUNITY BAPTIST CHURCH, 31 FEET SOUTH OF THE CENTER OF
 QB0320'THE MAIN STREET, 31 FEET EAST OF THE CENTER OF A NORTH-SOUTH SIDE
 QB0320'STREET, 3 FEET SOUTHWEST OF A FENCE CORNER, 0.5 FOOT EAST OF A METAL
 QB0320'WITNESS POST AND 1 FOOT HIGHER THAN THE MAIN STREET SET IN A
 QB0320'CYLINDRICAL CONCRETE MONUMENT THAT IS 6-INCHES IN DIAMETER AND
 QB0320'PROJECTS 2 INCHES.
 QB0320
 QB0320                          STATION RECOVERY (1983)
 QB0320
 QB0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QB0320'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM
 QB0320'(0.25 MI) EAST ALONG BRIDGE STREET FROM THE INTERSECTION OF US HIGHWAY
 QB0320'95 IN MIDVALE, ON THE SOUTHEAST CORNER OF THE JUNCTION OF A DIRT ROAD
 QB0320'LEADING SOUTH, 10.3 METERS (34 FT) SOUTH OF THE CENTERLINE OF THE
 QB0320'STREET, 53.6 METERS (176 FT) WEST OF THE CENTERLINE OF SCHOOL ROAD,
 QB0320'95.7 METERS (314 FT) EAST OF THE SOUTHEAST CORNER OF THE STEEL BRIDGE
 QB0320'OVER THE WEISER RIVER, 28.6 METERS (94 FT) SOUTH ACROSS THE STREET
 QB0320'FROM THE SOUTHWEST CORNER OF THE COMMUNITY BAPTIST CHURCH, 9.4 METERS
 QB0320'(31 FT) EAST OF THE CENTER OF THE DIRT ROAD, 1.2 METERS (4 FT) SOUTH
 QB0320'OF A WHITE PICKET FENCE CORNER, 0.3 METER (1 FT) WEST OF THE PICKET
 QB0320'FENCE.
 QB0320'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 QB0320'THE MARK IS 0.4 M ABOVE THE STREET.
 QB0320
 QB0320                          STATION RECOVERY (2001)
 QB0320
 QB0320'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (NCG)
 QB0320'REACHED FROM THE NEW POST OFFICE IN MIDVALE.  GO EAST ON A PAVED ROAD
 QB0320'CROSSING THE NEW BRIDGE OVER THE WEISER RIVER FOR 0.3 KM (0.20 MI) TO
 QB0320'THE JUNCTION OF SOUTH SCHOOL RD AND NORTH SCHOOL RD.  TURN LEFT ON
 QB0320'NORTH SCHOOL RD FOR 1-BLOCK THEN LEFT WEST FOR 1-BLOCK TO MARK ON THE
 QB0320'LEFT AND THE COMMUNITY BAPTIST CHURCH ON THE RIGHT.  IT IS 10.0 M
 QB0320'(32.8 FT) SOUTH OF THE APPROXIMATE CENTER OF THE STREET, 10-CM WEST OF
 QB0320'A FENCE, 1.0 M (3.3 FT) SOUTH-SOUTHWEST OF A FENCE CORNER AND 0.25 M
 QB0320'(0.82 FT) EAST FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0568 ***********************************************************************
 QA0568  DESIGNATION -  L 322
 QA0568  PID         -  QA0568
 QA0568  STATE/COUNTY-  ID/VALLEY
 QA0568  USGS QUAD   -  WHITE ROCK PEAK (1973)
 QA0568
 QA0568                         *CURRENT SURVEY CONTROL
 QA0568  ___________________________________________________________________
 QA0568* NAD 83(1986)-  44 47 30.     (N)    115 41 04.     (W)     SCALED    
 QA0568* NAVD 88     -      1520.514  (meters)    4988.55   (feet)  ADJUSTED  
 QA0568  ___________________________________________________________________
 QA0568  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 QA0568  DYNAMIC HT  -        1519.777 (meters)    4986.14  (feet)  COMP
 QA0568  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 QA0568
 QA0568  VERT ORDER  -  SECOND    CLASS 0
 QA0568
 QA0568.The horizontal coordinates were scaled from a topographic map and have
 QA0568.an estimated accuracy of +/- 6 seconds.
 QA0568
 QA0568.The orthometric height was determined by differential leveling
 QA0568.and adjusted by the National Geodetic Survey in June 1991..
 QA0568
 QA0568.The geoid height was determined by GEOID03.
 QA0568
 QA0568.The dynamic height is computed by dividing the NAVD 88
 QA0568.geopotential number by the normal gravity value computed on the
 QA0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0568.degrees latitude (g = 980.6199 gals.).
 QA0568
 QA0568.The modeled gravity was interpolated from observed gravity values.
 QA0568
 QA0568;                    North         East    Units  Estimated Accuracy
 QA0568;SPC ID W     -   347,160.      805,190.      MT  (+/- 180 meters Scaled)
 QA0568
 QA0568                          SUPERSEDED SURVEY CONTROL
 QA0568
 QA0568  NGVD 29 (??/??/92) 1519.326  (m)         4984.66   (f) ADJ UNCH    2 0
 QA0568
 QA0568.Superseded values are not recommended for survey control.
 QA0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0568.See file dsdata.txt to determine how the superseded data were derived.
 QA0568
 QA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK040606(NAD 83)
 QA0568_MARKER: DB = BENCH MARK DISK
 QA0568_SETTING: 80 = SET IN A BOULDER
 QA0568_SP_SET: BOULDER
 QA0568_STAMPING: L-322 1947
 QA0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0568+STABILITY: SURFACE MOTION
 QA0568
 QA0568  HISTORY     - Date     Condition        Report By
 QA0568  HISTORY     - 1947     MONUMENTED       CGS
 QA0568  HISTORY     - 1973     GOOD             USGS
 QA0568
 QA0568                          STATION DESCRIPTION
 QA0568
 QA0568'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QA0568'3.1 MI S FROM POVERTY FLAT.
 QA0568'3.1 MILES SOUTH ALONG THE SOUTH FORK ROAD FROM THE CAMPGROUND AT
 QA0568'POVERTY FLAT, 91.0 FEET SOUTH OF SNOWSLIDE CREEK CROSSING, 42.0 FEET
 QA0568'WEST OF THE CENTER LINE OF THE ROAD, 39.5 FEET SOUTHWEST OF A 12-INCH
 QA0568'PINE TREE WITH A TRIANGUALR BLAZE, SET IN THE TOP OF A LARGE GRANITE
 QA0568'BOULDER PROJECTING 3.0 FEET ABOVE THE GROUND AND ABOUT 9.0 FEET BELOW
 QA0568'THE ROAD.  US FOREST SERVICE ATTENTION SIGN ATTACHED TO 18-INCH PINE
 QA0568'2.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0285 ***********************************************************************
 QA0285  DESIGNATION -  L 323
 QA0285  PID         -  QA0285
 QA0285  STATE/COUNTY-  ID/VALLEY
 QA0285  USGS QUAD   -  LITTLE SOLDIER MOUNTAIN (1990)
 QA0285
 QA0285                         *CURRENT SURVEY CONTROL
 QA0285  ___________________________________________________________________
 QA0285* NAD 83(1986)-  44 44 10.     (N)    115 00 47.     (W)     SCALED    
 QA0285* NAVD 88     -      1367.615  (meters)    4486.92   (feet)  ADJUSTED  
 QA0285  ___________________________________________________________________
 QA0285  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 QA0285  DYNAMIC HT  -        1366.894 (meters)    4484.55  (feet)  COMP
 QA0285  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 QA0285
 QA0285  VERT ORDER  -  SECOND    CLASS 0
 QA0285
 QA0285.The horizontal coordinates were scaled from a topographic map and have
 QA0285.an estimated accuracy of +/- 6 seconds.
 QA0285
 QA0285.The orthometric height was determined by differential leveling
 QA0285.and adjusted by the National Geodetic Survey in June 1991..
 QA0285
 QA0285.The geoid height was determined by GEOID03.
 QA0285
 QA0285.The dynamic height is computed by dividing the NAVD 88
 QA0285.geopotential number by the normal gravity value computed on the
 QA0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0285.degrees latitude (g = 980.6199 gals.).
 QA0285
 QA0285.The modeled gravity was interpolated from observed gravity values.
 QA0285
 QA0285;                    North         East    Units  Estimated Accuracy
 QA0285;SPC ID W     -   341,250.      858,370.      MT  (+/- 180 meters Scaled)
 QA0285
 QA0285                          SUPERSEDED SURVEY CONTROL
 QA0285
 QA0285  NGVD 29 (??/??/92) 1366.214  (m)         4482.32   (f) ADJ UNCH    2 0
 QA0285
 QA0285.Superseded values are not recommended for survey control.
 QA0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0285.See file dsdata.txt to determine how the superseded data were derived.
 QA0285
 QA0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK573555(NAD 83)
 QA0285_MARKER: DB = BENCH MARK DISK
 QA0285_SETTING: 80 = SET IN A BOULDER
 QA0285_SP_SET: BOULDER
 QA0285_STAMPING: L 323 1947
 QA0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0285+STABILITY: SURFACE MOTION
 QA0285
 QA0285  HISTORY     - Date     Condition        Report By
 QA0285  HISTORY     - 1947     MONUMENTED       CGS
 QA0285  HISTORY     - 1955     GOOD             NGS
 QA0285
 QA0285                          STATION DESCRIPTION
 QA0285
 QA0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0285'9.4 MI E FROM MIDDLE FORK GUARD STA.
 QA0285'ALONG A FOREST SERVICE TRAIL WHICH FOLLOWS THE MIDDLE FORK OF THE
 QA0285'SALMON RIVER, 9.4 MILES DOWN RIVER FROM THE MIDDLE FORK GUARD STATION,
 QA0285'9.8 FEET NORTH OF TRAIL, 325 YARDS DOWN RIVER FROM FOREST SERVICE
 QA0285'27-MILE SIGN AT THE FOOT OF A ROCK SLIDE.  THE MARK IS SET IN A DRILL
 QA0285'HOLE IN A BOULDER WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0219 ***********************************************************************
 QA0219  DESIGNATION -  L 324
 QA0219  PID         -  QA0219
 QA0219  STATE/COUNTY-  ID/LEMHI
 QA0219  USGS QUAD   -  APAREJO POINT (1963)
 QA0219
 QA0219                         *CURRENT SURVEY CONTROL
 QA0219  ___________________________________________________________________
 QA0219* NAD 83(1986)-  44 53 41.     (N)    114 43 53.     (W)     SCALED    
 QA0219* NAVD 88     -      1167.149  (meters)    3829.22   (feet)  ADJUSTED  
 QA0219  ___________________________________________________________________
 QA0219  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 QA0219  DYNAMIC HT  -        1166.473 (meters)    3827.00  (feet)  COMP
 QA0219  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 QA0219
 QA0219  VERT ORDER  -  SECOND    CLASS 0
 QA0219
 QA0219.The horizontal coordinates were scaled from a topographic map and have
 QA0219.an estimated accuracy of +/- 6 seconds.
 QA0219
 QA0219.The orthometric height was determined by differential leveling
 QA0219.and adjusted by the National Geodetic Survey in June 1991..
 QA0219
 QA0219.The geoid height was determined by GEOID03.
 QA0219
 QA0219.The dynamic height is computed by dividing the NAVD 88
 QA0219.geopotential number by the normal gravity value computed on the
 QA0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0219.degrees latitude (g = 980.6199 gals.).
 QA0219
 QA0219.The modeled gravity was interpolated from observed gravity values.
 QA0219
 QA0219;                    North         East    Units  Estimated Accuracy
 QA0219;SPC ID C     -   358,870.      442,230.      MT  (+/- 180 meters Scaled)
 QA0219
 QA0219                          SUPERSEDED SURVEY CONTROL
 QA0219
 QA0219  NGVD 29 (??/??/92) 1165.669  (m)         3824.37   (f) ADJ UNCH    2 0
 QA0219
 QA0219.Superseded values are not recommended for survey control.
 QA0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0219.See file dsdata.txt to determine how the superseded data were derived.
 QA0219
 QA0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK791737(NAD 83)
 QA0219_MARKER: DB = BENCH MARK DISK
 QA0219_SETTING: 66 = SET IN ROCK OUTCROP
 QA0219_SP_SET: ROCK CLIFF
 QA0219_STAMPING: L 324 1947
 QA0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0219+STABILITY: POSITION/ELEVATION WELL
 QA0219
 QA0219  HISTORY     - Date     Condition        Report By
 QA0219  HISTORY     - 1947     MONUMENTED       CGS
 QA0219
 QA0219                          STATION DESCRIPTION
 QA0219
 QA0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QA0219'36.1 MI NE FROM MIDDLE FORK GUARD STATION.
 QA0219'36.1 MILES NE ALONG MIDDLE FORK TRAIL ALONG THE FOREST SERVICE TRAIL
 QA0219'FROM THE MIDDLE FORK GUARD STATION, SET ON A ROCK CLIFF OVER-LOOKING A
 QA0219'SAGE BRUSH COVERED FLAT TO THE EAST, AND ABOUT 1/2 MILE NORTH-WEST OF
 QA0219'THE MOUTH OF CAMAS CREEK, AND 26 FEET WEST OF THE MIDDLE FORK TRAIL.
 QA0219'USBM PAINTED ON CLIFF WITH WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0145 ***********************************************************************
 QZ0145  DESIGNATION -  L 325
 QZ0145  PID         -  QZ0145
 QZ0145  STATE/COUNTY-  ID/IDAHO
 QZ0145  USGS QUAD   -  PAPOOSE PEAK (1962)
 QZ0145
 QZ0145                         *CURRENT SURVEY CONTROL
 QZ0145  ___________________________________________________________________
 QZ0145* NAD 83(1986)-  45 11 41.     (N)    114 47 39.     (W)     SCALED    
 QZ0145* NAVD 88     -      2223.090  (meters)    7293.59   (feet)  ADJUSTED  
 QZ0145  ___________________________________________________________________
 QZ0145  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 QZ0145  DYNAMIC HT  -        2221.774 (meters)    7289.27  (feet)  COMP
 QZ0145  MODELED GRAV-     979,945.0   (mgal)                       NAVD 88
 QZ0145
 QZ0145  VERT ORDER  -  SECOND    CLASS 0
 QZ0145
 QZ0145.The horizontal coordinates were scaled from a topographic map and have
 QZ0145.an estimated accuracy of +/- 6 seconds.
 QZ0145
 QZ0145.The orthometric height was determined by differential leveling
 QZ0145.and adjusted by the National Geodetic Survey in June 1991..
 QZ0145
 QZ0145.The geoid height was determined by GEOID03.
 QZ0145
 QZ0145.The dynamic height is computed by dividing the NAVD 88
 QZ0145.geopotential number by the normal gravity value computed on the
 QZ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0145.degrees latitude (g = 980.6199 gals.).
 QZ0145
 QZ0145.The modeled gravity was interpolated from observed gravity values.
 QZ0145
 QZ0145;                    North         East    Units  Estimated Accuracy
 QZ0145;SPC ID W     -   392,390.      875,100.      MT  (+/- 180 meters Scaled)
 QZ0145
 QZ0145                          SUPERSEDED SURVEY CONTROL
 QZ0145
 QZ0145  NGVD 29 (??/??/92) 2221.619  (m)         7288.76   (f) ADJ UNCH    2 0
 QZ0145
 QZ0145.Superseded values are not recommended for survey control.
 QZ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0145.See file dsdata.txt to determine how the superseded data were derived.
 QZ0145
 QZ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL732069(NAD 83)
 QZ0145_MARKER: DB = BENCH MARK DISK
 QZ0145_SETTING: 80 = SET IN A BOULDER
 QZ0145_SP_SET: BOULDER
 QZ0145_STAMPING: L 325 1947
 QZ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0145+STABILITY: SURFACE MOTION
 QZ0145
 QZ0145  HISTORY     - Date     Condition        Report By
 QZ0145  HISTORY     - 1947     MONUMENTED       CGS
 QZ0145
 QZ0145                          STATION DESCRIPTION
 QZ0145
 QZ0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 QZ0145'6.3 MI SW FROM STODDARD LOOKOUT.
 QZ0145'6.3 MILES SOUTHWEST ALONG MIDDLE FORK TRAIL FROM STODDARD LOOKOUT, ON
 QZ0145'A POINT OF A RIDGE OVERLOOKING PAPOOSE CREEK CANYON, 3 FEET EAST OF
 QZ0145'THE TRAIL, AND SET IN THE TOP OF A BOULDER PROJECTING ABOUT 2 INCHES
 QZ0145'ABOVE THE GROUND.  USBM PAINTED ON BOULDER WITH WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0577 ***********************************************************************
 QA0577  DESIGNATION -  L 326
 QA0577  PID         -  QA0577
 QA0577  STATE/COUNTY-  ID/VALLEY
 QA0577  USGS QUAD   -  TEAPOT MTN (1973)
 QA0577
 QA0577                         *CURRENT SURVEY CONTROL
 QA0577  ___________________________________________________________________
 QA0577* NAD 83(1986)-  44 52 36.     (N)    115 41 48.     (W)     SCALED    
 QA0577* NAVD 88     -      1227.569  (meters)    4027.45   (feet)  ADJUSTED  
 QA0577  ___________________________________________________________________
 QA0577  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 QA0577  DYNAMIC HT  -        1227.037 (meters)    4025.70  (feet)  COMP
 QA0577  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 QA0577
 QA0577  VERT ORDER  -  SECOND    CLASS 0
 QA0577
 QA0577.The horizontal coordinates were scaled from a topographic map and have
 QA0577.an estimated accuracy of +/- 6 seconds.
 QA0577
 QA0577.The orthometric height was determined by differential leveling
 QA0577.and adjusted by the National Geodetic Survey in June 1991..
 QA0577
 QA0577.The geoid height was determined by GEOID03.
 QA0577
 QA0577.The dynamic height is computed by dividing the NAVD 88
 QA0577.geopotential number by the normal gravity value computed on the
 QA0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0577.degrees latitude (g = 980.6199 gals.).
 QA0577
 QA0577.The modeled gravity was interpolated from observed gravity values.
 QA0577
 QA0577;                    North         East    Units  Estimated Accuracy
 QA0577;SPC ID W     -   356,600.      804,210.      MT  (+/- 180 meters Scaled)
 QA0577
 QA0577                          SUPERSEDED SURVEY CONTROL
 QA0577
 QA0577  NGVD 29 (??/??/92) 1226.420  (m)         4023.68   (f) ADJ UNCH    2 0
 QA0577
 QA0577.Superseded values are not recommended for survey control.
 QA0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0577.See file dsdata.txt to determine how the superseded data were derived.
 QA0577
 QA0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK029700(NAD 83)
 QA0577_MARKER: DB = BENCH MARK DISK
 QA0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0577_STAMPING: L-326 1948
 QA0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0577+STABILITY: SURFACE MOTION
 QA0577
 QA0577  HISTORY     - Date     Condition        Report By
 QA0577  HISTORY     - 1948     MONUMENTED       CGS
 QA0577  HISTORY     - 1973     GOOD             USGS
 QA0577
 QA0577                          STATION DESCRIPTION
 QA0577
 QA0577'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 QA0577'4.5 MI N FROM POVERTY FLAT.
 QA0577'4.5 MILES NORTH ALONG THE SOUTH FORK ROAD FROM THE CAMPGROUND AT
 QA0577'POVERTY FLAT, PROJECTING 0.4 FOOT ABOVE THE GROUND.  WITNESS POST SET
 QA0577'3.2 FEET SOUTH OF THE STATION.  US FOREST SERVICE ATTENTION SIGN
 QA0577'NAILED ON WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0378 ***********************************************************************
 QZ0378  DESIGNATION -  L 327
 QZ0378  PID         -  QZ0378
 QZ0378  STATE/COUNTY-  ID/VALLEY
 QZ0378  USGS QUAD   -  WILLIAMS PEAK (1969)
 QZ0378
 QZ0378                         *CURRENT SURVEY CONTROL
 QZ0378  ___________________________________________________________________
 QZ0378* NAD 83(1986)-  45 04 00.     (N)    115 37 48.     (W)     SCALED    
 QZ0378* NAVD 88     -      1124.135  (meters)    3688.10   (feet)  ADJUSTED  
 QZ0378  ___________________________________________________________________
 QZ0378  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 QZ0378  DYNAMIC HT  -        1123.616 (meters)    3686.40  (feet)  COMP
 QZ0378  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 QZ0378
 QZ0378  VERT ORDER  -  SECOND    CLASS 0
 QZ0378
 QZ0378.The horizontal coordinates were scaled from a topographic map and have
 QZ0378.an estimated accuracy of +/- 6 seconds.
 QZ0378
 QZ0378.The orthometric height was determined by differential leveling
 QZ0378.and adjusted by the National Geodetic Survey in June 1991..
 QZ0378
 QZ0378.The geoid height was determined by GEOID03.
 QZ0378
 QZ0378.The dynamic height is computed by dividing the NAVD 88
 QZ0378.geopotential number by the normal gravity value computed on the
 QZ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0378.degrees latitude (g = 980.6199 gals.).
 QZ0378
 QZ0378.The modeled gravity was interpolated from observed gravity values.
 QZ0378
 QZ0378;                    North         East    Units  Estimated Accuracy
 QZ0378;SPC ID W     -   377,720.      809,450.      MT  (+/- 180 meters Scaled)
 QZ0378
 QZ0378                          SUPERSEDED SURVEY CONTROL
 QZ0378
 QZ0378  NGVD 29 (??/??/92) 1122.930  (m)         3684.15   (f) ADJ UNCH    2 0
 QZ0378
 QZ0378.Superseded values are not recommended for survey control.
 QZ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0378.See file dsdata.txt to determine how the superseded data were derived.
 QZ0378
 QZ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK078912(NAD 83)
 QZ0378_MARKER: DB = BENCH MARK DISK
 QZ0378_SETTING: 66 = SET IN ROCK OUTCROP
 QZ0378_SP_SET: ROCK OUTCROP
 QZ0378_STAMPING: L 327 1948
 QZ0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QZ0378+STABILITY: POSITION/ELEVATION WELL
 QZ0378
 QZ0378  HISTORY     - Date     Condition        Report By
 QZ0378  HISTORY     - 1948     MONUMENTED       CGS
 QZ0378
 QZ0378                          STATION DESCRIPTION
 QZ0378
 QZ0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0378'6.4 MI N FROM MOUTH OF SECESH RIVER.
 QZ0378'ABOUT 6.4 MILES NORTH ALONG THE SOUTH FORK TRAIL FROM THE MOUTH OF THE
 QZ0378'SECESH RIVER, ABOUT 0.4 MILE NORTH OF THE WOODEN BRIDGE OVER THE SOUTH
 QZ0378'FORK OF THE SALMON RIVER, NEAR A POLE GATE, 25.0 FEET SOUTH OF THE
 QZ0378'CENTER LINE OF THE TRAIL, 22.5 FEET WEST OF A SMALL STREAM, 16.5 FEET
 QZ0378'NORTH OF A HUGE GRANITE BOULDER, BETWEEN TWO BLAZED TREES, SET IN THE
 QZ0378'TOP OF A LARGE ROCK OUTCROP ABOUT FLUSH WITH THE GROUND AND ABOUT 10
 QZ0378'FEET BELOW THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QZ0409 ***********************************************************************
 QZ0409  DESIGNATION -  L 328
 QZ0409  PID         -  QZ0409
 QZ0409  STATE/COUNTY-  ID/IDAHO
 QZ0409  USGS QUAD   -  BURGDORF SUMMIT (1989)
 QZ0409
 QZ0409                         *CURRENT SURVEY CONTROL
 QZ0409  ___________________________________________________________________
 QZ0409* NAD 83(1986)-  45 15 14.     (N)    115 30 03.     (W)     SCALED    
 QZ0409* NAVD 88     -       803.167  (meters)    2635.06   (feet)  ADJUSTED  
 QZ0409  ___________________________________________________________________
 QZ0409  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 QZ0409  DYNAMIC HT  -         802.669 (meters)    2633.42  (feet)  COMP
 QZ0409  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 QZ0409
 QZ0409  VERT ORDER  -  SECOND    CLASS 0
 QZ0409
 QZ0409.The horizontal coordinates were scaled from a topographic map and have
 QZ0409.an estimated accuracy of +/- 6 seconds.
 QZ0409
 QZ0409.The orthometric height was determined by differential leveling
 QZ0409.and adjusted by the National Geodetic Survey in June 1991..
 QZ0409
 QZ0409.The geoid height was determined by GEOID03.
 QZ0409
 QZ0409.The dynamic height is computed by dividing the NAVD 88
 QZ0409.geopotential number by the normal gravity value computed on the
 QZ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QZ0409.degrees latitude (g = 980.6199 gals.).
 QZ0409
 QZ0409.The modeled gravity was interpolated from observed gravity values.
 QZ0409
 QZ0409;                    North         East    Units  Estimated Accuracy
 QZ0409;SPC ID W     -   398,550.      819,560.      MT  (+/- 180 meters Scaled)
 QZ0409
 QZ0409                          SUPERSEDED SURVEY CONTROL
 QZ0409
 QZ0409  NGVD 29 (??/??/92)  801.805  (m)         2630.59   (f) ADJ UNCH    2 0
 QZ0409
 QZ0409.Superseded values are not recommended for survey control.
 QZ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QZ0409.See file dsdata.txt to determine how the superseded data were derived.
 QZ0409
 QZ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPL176122(NAD 83)
 QZ0409_MARKER: DB = BENCH MARK DISK
 QZ0409_SETTING: 80 = SET IN A BOULDER
 QZ0409_SP_SET: BOULDER
 QZ0409_STAMPING: L 328 1948
 QZ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QZ0409+STABILITY: SURFACE MOTION
 QZ0409
 QZ0409  HISTORY     - Date     Condition        Report By
 QZ0409  HISTORY     - 1948     MONUMENTED       CGS
 QZ0409
 QZ0409                          STATION DESCRIPTION
 QZ0409
 QZ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QZ0409'9.2 MI N FROM SOUTH FORK GUARD STATION.
 QZ0409'ABOUT 2.0 MILES NORTH ALONG THE WARREN ROAD FROM THE SOUTH FORK GUARD
 QZ0409'STATION, THENCE 7.2 MILES NORTH ALONG THE SOUTH FORK TRAIL, AT A POINT
 QZ0409'WHERE THE RIVER WIDENS, AT A SAND BAR, ABOUT 100 FEET WEST OF THE WEST
 QZ0409'BANK OF THE RIVER, 32.0 FEET NORTHWEST OF A 36-INCH PINE TREE
 QZ0409'SUPPORTING A TELEPHONE WIRE, 12.5 FEET WEST OF THE CENTER LINE OF THE
 QZ0409'TRAIL, SET ON TOP AND AT THE WEST END OF A LARGE EMBEDDED BOULDER
 QZ0409'PROJECTING 3.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0254 ***********************************************************************
 QA0254  DESIGNATION -  L 329
 QA0254  PID         -  QA0254
 QA0254  STATE/COUNTY-  ID/VALLEY
 QA0254  USGS QUAD   -  CHINOOK MTN (1990)
 QA0254
 QA0254                         *CURRENT SURVEY CONTROL
 QA0254  ___________________________________________________________________
 QA0254* NAD 83(1986)-  44 39 32.     (N)    115 16 44.     (W)     SCALED    
 QA0254* NAVD 88     -      2433.083  (meters)    7982.54   (feet)  ADJUSTED  
 QA0254  ___________________________________________________________________
 QA0254  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 QA0254  DYNAMIC HT  -        2431.545 (meters)    7977.49  (feet)  COMP
 QA0254  MODELED GRAV-     979,896.9   (mgal)                       NAVD 88
 QA0254
 QA0254  VERT ORDER  -  SECOND    CLASS 0
 QA0254
 QA0254.The horizontal coordinates were scaled from a topographic map and have
 QA0254.an estimated accuracy of +/- 6 seconds.
 QA0254
 QA0254.The orthometric height was determined by differential leveling
 QA0254.and adjusted by the National Geodetic Survey in June 1991..
 QA0254
 QA0254.The geoid height was determined by GEOID03.
 QA0254
 QA0254.The dynamic height is computed by dividing the NAVD 88
 QA0254.geopotential number by the normal gravity value computed on the
 QA0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0254.degrees latitude (g = 980.6199 gals.).
 QA0254
 QA0254.The modeled gravity was interpolated from observed gravity values.
 QA0254
 QA0254;                    North         East    Units  Estimated Accuracy
 QA0254;SPC ID W     -   332,510.      837,360.      MT  (+/- 180 meters Scaled)
 QA0254
 QA0254                          SUPERSEDED SURVEY CONTROL
 QA0254
 QA0254  NGVD 29 (??/??/92) 2431.655  (m)         7977.85   (f) ADJ UNCH    2 0
 QA0254
 QA0254.Superseded values are not recommended for survey control.
 QA0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0254.See file dsdata.txt to determine how the superseded data were derived.
 QA0254
 QA0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK364464(NAD 83)
 QA0254_MARKER: DB = BENCH MARK DISK
 QA0254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QA0254_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QA0254_STAMPING: L 329 1948
 QA0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QA0254
 QA0254  HISTORY     - Date     Condition        Report By
 QA0254  HISTORY     - 1948     MONUMENTED       CGS
 QA0254
 QA0254                          STATION DESCRIPTION
 QA0254
 QA0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0254'0.8 MI W FROM LUCKY LAD MINE.
 QA0254'0.8 MILE WEST ALONG THE LANDMARK-LUCKY LAD MINE ROAD FROM THE LUCKY
 QA0254'LAD MINE, ON A GRASSY SLOPE, AT A THICK GROUP OF SPRUCE TREES, 13.0
 QA0254'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 11.5 FEET SOUTHWEST OF A
 QA0254'24-INCH SPRUCE TREE WITH A TRIANGULAR BLAZE, A BRONZE DISK WELDED TO
 QA0254'THE TOP OF A 3-INCH IRON PIPE SET IN CONCRETE AND PROJECTING 0.2 FOOT
 QA0254'ABOVE THE GROUND.  WITNESS POST SET 2.3 FEET SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0306 ***********************************************************************
 PZ0306  DESIGNATION -  L 33
 PZ0306  PID         -  PZ0306
 PZ0306  STATE/COUNTY-  ID/LEMHI
 PZ0306  USGS QUAD   -  PURCELL SPRING (1989)
 PZ0306
 PZ0306                         *CURRENT SURVEY CONTROL
 PZ0306  ___________________________________________________________________
 PZ0306* NAD 83(1986)-  44 31 16.     (N)    113 16 59.     (W)     SCALED    
 PZ0306* NAVD 88     -      2040.430  (meters)    6694.31   (feet)  ADJUSTED  
 PZ0306  ___________________________________________________________________
 PZ0306  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 PZ0306  DYNAMIC HT  -        2039.226 (meters)    6690.36  (feet)  COMP
 PZ0306  MODELED GRAV-     979,954.7   (mgal)                       NAVD 88
 PZ0306
 PZ0306  VERT ORDER  -  SECOND    CLASS 0
 PZ0306
 PZ0306.The horizontal coordinates were scaled from a topographic map and have
 PZ0306.an estimated accuracy of +/- 6 seconds.
 PZ0306
 PZ0306.The orthometric height was determined by differential leveling
 PZ0306.and adjusted by the National Geodetic Survey in June 1991..
 PZ0306
 PZ0306.The geoid height was determined by GEOID03.
 PZ0306
 PZ0306.The dynamic height is computed by dividing the NAVD 88
 PZ0306.geopotential number by the normal gravity value computed on the
 PZ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0306.degrees latitude (g = 980.6199 gals.).
 PZ0306
 PZ0306.The modeled gravity was interpolated from observed gravity values.
 PZ0306
 PZ0306;                    North         East    Units  Estimated Accuracy
 PZ0306;SPC ID C     -   317,350.      557,000.      MT  (+/- 180 meters Scaled)
 PZ0306
 PZ0306                          SUPERSEDED SURVEY CONTROL
 PZ0306
 PZ0306  NGVD 29 (??/??/92) 2039.031  (m)         6689.72   (f) ADJ UNCH    2 0
 PZ0306
 PZ0306.Superseded values are not recommended for survey control.
 PZ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0306.See file dsdata.txt to determine how the superseded data were derived.
 PZ0306
 PZ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ185322(NAD 83)
 PZ0306_MARKER: DB = BENCH MARK DISK
 PZ0306_SETTING: 66 = SET IN ROCK OUTCROP
 PZ0306_SP_SET: ROCK
 PZ0306_STAMPING: L 33 1934
 PZ0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PZ0306+STABILITY: POSITION/ELEVATION WELL
 PZ0306
 PZ0306  HISTORY     - Date     Condition        Report By
 PZ0306  HISTORY     - 1934     MONUMENTED       CGS
 PZ0306  HISTORY     - 19950601 GOOD             IDTD
 PZ0306
 PZ0306                          STATION DESCRIPTION
 PZ0306
 PZ0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PZ0306'7 MI N FROM GILMORE.
 PZ0306'ABOUT 7 MILES NORTH ALONG THE GILMORE AND PITTSBURGH RAILROAD FROM THE
 PZ0306'STATION AT GILMORE, LEMHI COUNTY, ABOUT 690 FEET WEST OF THE CENTER OF
 PZ0306'THE INTERSECTION WITH A 1/2 MILE SECTION OF THE NORTH-AND-SOUTH
 PZ0306'HIGHWAY PROJECTED, BETWEEN 2 RIGHT-ANGLE CURVES, AT THE SOUTH END OF A
 PZ0306'HIGH FILL, AT THE EAST END OF A CUT, ABOUT 315 FEET NORTHWEST OF THE
 PZ0306'CROSSING OF A TRAIL, ABOUT 40 FEET NORTH OF THE CENTER LINE OF THE
 PZ0306'TRACK, ABOUT 25 FEET EAST OF A POLE, AND IN THE TOP OF A LARGE
 PZ0306'PROJECTION OF QUARTZ ROCK.  A STANDARD DISK, STAMPED L 33 1934.
 PZ0306
 PZ0306                          STATION RECOVERY (1995)
 PZ0306
 PZ0306'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1995 (GDJ)
 PZ0306'ON SH-28 AT MILEPOST 78.13, THE MARK IS ABOUT 40 FEET NORTHEAST OF THE
 PZ0306'CENTER OF AN OLD RR BED, ON THE SOUTHEAST END OF A CUT, ON THE
 PZ0306'NORTHWEST END OF A HIGH FILL, ABOUT 315 FEET NORTHWEST OF THE CROSSING
 PZ0306'OF A DIRT ROAD, AND IN THE TOP OF AN EXPOSED QUARTZITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0616 ***********************************************************************
 QA0616  DESIGNATION -  L 330
 QA0616  PID         -  QA0616
 QA0616  STATE/COUNTY-  ID/VALLEY
 QA0616  USGS QUAD   -  TYNDALL MEADOWS (1988)
 QA0616
 QA0616                         *CURRENT SURVEY CONTROL
 QA0616  ___________________________________________________________________
 QA0616* NAD 83(1986)-  44 32 56.     (N)    115 33 25.     (W)     SCALED    
 QA0616* NAVD 88     -      2073.250  (meters)    6801.99   (feet)  ADJUSTED  
 QA0616  ___________________________________________________________________
 QA0616  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 QA0616  DYNAMIC HT  -        2071.979 (meters)    6797.82  (feet)  COMP
 QA0616  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 QA0616
 QA0616  VERT ORDER  -  SECOND    CLASS 0
 QA0616
 QA0616.The horizontal coordinates were scaled from a topographic map and have
 QA0616.an estimated accuracy of +/- 6 seconds.
 QA0616
 QA0616.The orthometric height was determined by differential leveling
 QA0616.and adjusted by the National Geodetic Survey in June 1991..
 QA0616
 QA0616.The geoid height was determined by GEOID03.
 QA0616
 QA0616.The dynamic height is computed by dividing the NAVD 88
 QA0616.geopotential number by the normal gravity value computed on the
 QA0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0616.degrees latitude (g = 980.6199 gals.).
 QA0616
 QA0616.The modeled gravity was interpolated from observed gravity values.
 QA0616
 QA0616;                    North         East    Units  Estimated Accuracy
 QA0616;SPC ID W     -   320,200.      815,340.      MT  (+/- 180 meters Scaled)
 QA0616
 QA0616                          SUPERSEDED SURVEY CONTROL
 QA0616
 QA0616  NGVD 29 (??/??/92) 2071.854  (m)         6797.41   (f) ADJ UNCH    2 0
 QA0616
 QA0616.Superseded values are not recommended for survey control.
 QA0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0616.See file dsdata.txt to determine how the superseded data were derived.
 QA0616
 QA0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK146338(NAD 83)
 QA0616_MARKER: DB = BENCH MARK DISK
 QA0616_SETTING: 80 = SET IN A BOULDER
 QA0616_SP_SET: BOULDER
 QA0616_STAMPING: L 330 1948
 QA0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0616+STABILITY: SURFACE MOTION
 QA0616
 QA0616  HISTORY     - Date     Condition        Report By
 QA0616  HISTORY     - 1948     MONUMENTED       CGS
 QA0616
 QA0616                          STATION DESCRIPTION
 QA0616
 QA0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0616'8.7 MI N FROM UPPER DEADWOOD G. S..
 QA0616'8.7 MILES NORTH ALONG THE LANDMARK-STANLEY ROAD FROM THE UPPER
 QA0616'DEADWOOD GUARD STATION, ABOUT 9.2 MILES SOUTH OF THE LANDMARK RANGER
 QA0616'STATION, ON THE NORTH SLOPE OF A GRADE, AT A CUT, ABOUT 35 YARDS
 QA0616'NORTHWEST OF THE WEST END OF A 14-INCH STEEL CULVERT, 91.0 FEET WEST
 QA0616'OF THE CENTER LINE OF THE ROAD, 63.0 FEET WEST OF A 20-INCH PINE TREE
 QA0616'WITH A TRIANGULAR BLAZE, SET IN THE TOP OF A PROMINENT BOULDER
 QA0616'PROJECTING 2.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0476 ***********************************************************************
 QA0476  DESIGNATION -  L 331
 QA0476  PID         -  QA0476
 QA0476  STATE/COUNTY-  ID/VALLEY
 QA0476  USGS QUAD   -  BERNARD MOUNTAIN (1988)
 QA0476
 QA0476                         *CURRENT SURVEY CONTROL
 QA0476  ___________________________________________________________________
 QA0476* NAD 83(1986)-  44 24 32.     (N)    115 33 59.     (W)     SCALED    
 QA0476* NAVD 88     -      1928.406  (meters)    6326.78   (feet)  ADJUSTED  
 QA0476  ___________________________________________________________________
 QA0476  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 QA0476  DYNAMIC HT  -        1927.292 (meters)    6323.12  (feet)  COMP
 QA0476  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 QA0476
 QA0476  VERT ORDER  -  SECOND    CLASS 0
 QA0476
 QA0476.The horizontal coordinates were scaled from a topographic map and have
 QA0476.an estimated accuracy of +/- 6 seconds.
 QA0476
 QA0476.The orthometric height was determined by differential leveling
 QA0476.and adjusted by the National Geodetic Survey in June 1991..
 QA0476
 QA0476.The geoid height was determined by GEOID03.
 QA0476
 QA0476.The dynamic height is computed by dividing the NAVD 88
 QA0476.geopotential number by the normal gravity value computed on the
 QA0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0476.degrees latitude (g = 980.6199 gals.).
 QA0476
 QA0476.The modeled gravity was interpolated from observed gravity values.
 QA0476
 QA0476;                    North         East    Units  Estimated Accuracy
 QA0476;SPC ID W     -   304,640.      814,620.      MT  (+/- 180 meters Scaled)
 QA0476
 QA0476                          SUPERSEDED SURVEY CONTROL
 QA0476
 QA0476  NGVD 29 (??/??/92) 1927.101  (m)         6322.50   (f) ADJ UNCH    2 0
 QA0476
 QA0476.Superseded values are not recommended for survey control.
 QA0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0476.See file dsdata.txt to determine how the superseded data were derived.
 QA0476
 QA0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK141182(NAD 83)
 QA0476_MARKER: DB = BENCH MARK DISK
 QA0476_SETTING: 80 = SET IN A BOULDER
 QA0476_SP_SET: BOULDER
 QA0476_STAMPING: L 331 1948
 QA0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0476+STABILITY: SURFACE MOTION
 QA0476
 QA0476  HISTORY     - Date     Condition        Report By
 QA0476  HISTORY     - 1948     MONUMENTED       CGS
 QA0476
 QA0476                          STATION DESCRIPTION
 QA0476
 QA0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 QA0476'4.7 MI SE FROM UPPER DEADWOOD G. S..
 QA0476'4.7 MILES SOUTHEAST ALONG THE LANDMARK-STANLEY ROAD FROM THE UPPER
 QA0476'DEADWOOD GUARD STATION, ON THE OUTSIDE OF A CURVE, 34.0 FEET SOUTHEAST
 QA0476'OF THE EAST END OF A 14-INCH CULVERT, 20.0 FEET EAST OF THE CENTER
 QA0476'LINE OF THE ROAD, 6.0 FEET NORTHWEST OF A 10-INCH PINE TREE WITH A
 QA0476'TRIANGULAR BLAZE, SET IN THE TOP OF A LARGE FLAT BOULDER PROJECTING
 QA0476'1.5 FEET ABOVE THE GROUND AND ABOUT 3 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0325 ***********************************************************************
 QA0325  DESIGNATION -  L 332
 QA0325  PID         -  QA0325
 QA0325  STATE/COUNTY-  ID/CUSTER
 QA0325  USGS QUAD   -  ELK MEADOW (1972)
 QA0325
 QA0325                         *CURRENT SURVEY CONTROL
 QA0325  ___________________________________________________________________
 QA0325* NAD 83(1986)-  44 15 51.     (N)    115 00 04.     (W)     SCALED    
 QA0325* NAVD 88     -      1949.606  (meters)    6396.33   (feet)  ADJUSTED  
 QA0325  ___________________________________________________________________
 QA0325  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 QA0325  DYNAMIC HT  -        1948.423 (meters)    6392.45  (feet)  COMP
 QA0325  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 QA0325
 QA0325  VERT ORDER  -  SECOND    CLASS 0
 QA0325
 QA0325.The horizontal coordinates were scaled from a topographic map and have
 QA0325.an estimated accuracy of +/- 6 seconds.
 QA0325
 QA0325.The orthometric height was determined by differential leveling
 QA0325.and adjusted by the National Geodetic Survey in June 1991..
 QA0325
 QA0325.The geoid height was determined by GEOID03.
 QA0325
 QA0325.The dynamic height is computed by dividing the NAVD 88
 QA0325.geopotential number by the normal gravity value computed on the
 QA0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0325.degrees latitude (g = 980.6199 gals.).
 QA0325
 QA0325.The modeled gravity was interpolated from observed gravity values.
 QA0325
 QA0325;                    North         East    Units  Estimated Accuracy
 QA0325;SPC ID C     -   289,030.      420,070.      MT  (+/- 180 meters Scaled)
 QA0325
 QA0325                          SUPERSEDED SURVEY CONTROL
 QA0325
 QA0325  NGVD 29 (??/??/92) 1948.318  (m)         6392.11   (f) ADJ UNCH    2 0
 QA0325
 QA0325.Superseded values are not recommended for survey control.
 QA0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0325.See file dsdata.txt to determine how the superseded data were derived.
 QA0325
 QA0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK595031(NAD 83)
 QA0325_MARKER: DB = BENCH MARK DISK
 QA0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QA0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QA0325_STAMPING: L 332 1948
 QA0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QA0325+STABILITY: SURFACE MOTION
 QA0325
 QA0325  HISTORY     - Date     Condition        Report By
 QA0325  HISTORY     - 1948     MONUMENTED       CGS
 QA0325  HISTORY     - 1960     GOOD             NGS
 QA0325  HISTORY     - 1972     GOOD             USGS
 QA0325
 QA0325                          STATION DESCRIPTION
 QA0325
 QA0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QA0325'5.55 MI NW FROM STANLEY.
 QA0325'4.5 MILES NORTHWEST ALONG THE STANLEY LAKE HIGHWAY FROM THE POST
 QA0325'OFFICE AT STANLEY, THENCE 1.05 MILES NORTH ALONG THE LANDMARK-STANLEY
 QA0325'ROAD, 22 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 QA0325'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 2.2 FEET EAST-NORTHEAST OF A
 QA0325'FENCE, 1.2 FEET SOUTH-SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 QA0325'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 QA0325'ABOVE THE GROUND.
 QA0325
 QA0325                          STATION RECOVERY (1972)
 QA0325
 QA0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QA0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0755 ***********************************************************************
 OZ0755  DESIGNATION -  L 333
 OZ0755  PID         -  OZ0755
 OZ0755  STATE/COUNTY-  ID/ELMORE
 OZ0755  USGS QUAD   -  SHEEP CREEK (1964)
 OZ0755
 OZ0755                         *CURRENT SURVEY CONTROL
 OZ0755  ___________________________________________________________________
 OZ0755* NAD 83(1986)-  43 44 15.     (N)    115 35 05.     (W)     SCALED    
 OZ0755* NAVD 88     -      1103.090  (meters)    3619.05   (feet)  ADJUSTED  
 OZ0755  ___________________________________________________________________
 OZ0755  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 OZ0755  DYNAMIC HT  -        1102.509 (meters)    3617.15  (feet)  COMP
 OZ0755  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 OZ0755
 OZ0755  VERT ORDER  -  SECOND    CLASS 0
 OZ0755
 OZ0755.The horizontal coordinates were scaled from a topographic map and have
 OZ0755.an estimated accuracy of +/- 6 seconds.
 OZ0755
 OZ0755.The orthometric height was determined by differential leveling
 OZ0755.and adjusted by the National Geodetic Survey in June 1991..
 OZ0755
 OZ0755.The geoid height was determined by GEOID03.
 OZ0755
 OZ0755.The dynamic height is computed by dividing the NAVD 88
 OZ0755.geopotential number by the normal gravity value computed on the
 OZ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0755.degrees latitude (g = 980.6199 gals.).
 OZ0755
 OZ0755.The modeled gravity was interpolated from observed gravity values.
 OZ0755
 OZ0755;                    North         East    Units  Estimated Accuracy
 OZ0755;SPC ID W     -   230,040.      813,310.      MT  (+/- 180 meters Scaled)
 OZ0755
 OZ0755                          SUPERSEDED SURVEY CONTROL
 OZ0755
 OZ0755  NGVD 29 (??/??/92) 1101.952  (m)         3615.32   (f) ADJ UNCH    2 0
 OZ0755
 OZ0755.Superseded values are not recommended for survey control.
 OZ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0755.See file dsdata.txt to determine how the superseded data were derived.
 OZ0755
 OZ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ139436(NAD 83)
 OZ0755_MARKER: DB = BENCH MARK DISK
 OZ0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0755_STAMPING: L 333 1950
 OZ0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0755+STABILITY: SURFACE MOTION
 OZ0755
 OZ0755  HISTORY     - Date     Condition        Report By
 OZ0755  HISTORY     - 1950     MONUMENTED       CGS
 OZ0755
 OZ0755                          STATION DESCRIPTION
 OZ0755
 OZ0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0755'9.2 MI NE FROM TWIN SPRINGS.
 OZ0755'9.2 MILES NORTHEAST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE
 OZ0755'POST OFFICE AT TWIN SPRINGS, 0.5 MILE SOUTHWEST OF THE SOUTHWEST END
 OZ0755'OF REPEAT CREEK FOREST CAMP, NEAR THE NORTH END OF A CAMPSITE, 50 1/2
 OZ0755'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 41 FEET EAST OF A
 OZ0755'12-INCH TRIANGULAR-BLAZED PINE TREE, ABOUT 3 FEET WEST OF THE HIGH
 OZ0755'WATER MARK OF THE RIVER, 11 1/2 FEET NORTH OF A FORKED PINE TREE, 1.8
 OZ0755'FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND
 OZ0755'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OZ0755'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0354 ***********************************************************************
 OZ0354  DESIGNATION -  L 334
 OZ0354  PID         -  OZ0354
 OZ0354  STATE/COUNTY-  ID/ELMORE
 OZ0354  USGS QUAD   -  ATLANTA WEST (1972)
 OZ0354
 OZ0354                         *CURRENT SURVEY CONTROL
 OZ0354  ___________________________________________________________________
 OZ0354* NAD 83(1986)-  43 49 17.     (N)    115 12 58.     (W)     SCALED    
 OZ0354* NAVD 88     -      1501.969  (meters)    4927.71   (feet)  ADJUSTED  
 OZ0354  ___________________________________________________________________
 OZ0354  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 OZ0354  DYNAMIC HT  -        1501.114 (meters)    4924.90  (feet)  COMP
 OZ0354  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 OZ0354
 OZ0354  VERT ORDER  -  SECOND    CLASS 0
 OZ0354
 OZ0354.The horizontal coordinates were scaled from a topographic map and have
 OZ0354.an estimated accuracy of +/- 6 seconds.
 OZ0354
 OZ0354.The orthometric height was determined by differential leveling
 OZ0354.and adjusted by the National Geodetic Survey in June 1991..
 OZ0354
 OZ0354.The geoid height was determined by GEOID03.
 OZ0354
 OZ0354.The dynamic height is computed by dividing the NAVD 88
 OZ0354.geopotential number by the normal gravity value computed on the
 OZ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0354.degrees latitude (g = 980.6199 gals.).
 OZ0354
 OZ0354.The modeled gravity was interpolated from observed gravity values.
 OZ0354
 OZ0354;                    North         East    Units  Estimated Accuracy
 OZ0354;SPC ID W     -   239,490.      842,950.      MT  (+/- 180 meters Scaled)
 OZ0354
 OZ0354                          SUPERSEDED SURVEY CONTROL
 OZ0354
 OZ0354  NGVD 29 (??/??/92) 1500.753  (m)         4923.72   (f) ADJ UNCH    2 0
 OZ0354
 OZ0354.Superseded values are not recommended for survey control.
 OZ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0354.See file dsdata.txt to determine how the superseded data were derived.
 OZ0354
 OZ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ434535(NAD 83)
 OZ0354_MARKER: DB = BENCH MARK DISK
 OZ0354_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0354_SP_SET: OUTCROP
 OZ0354_STAMPING: L 334 1950
 OZ0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0354+STABILITY: POSITION/ELEVATION WELL
 OZ0354
 OZ0354  HISTORY     - Date     Condition        Report By
 OZ0354  HISTORY     - 1950     MONUMENTED       CGS
 OZ0354  HISTORY     - 1951     GOOD             NGS
 OZ0354
 OZ0354                          STATION DESCRIPTION
 OZ0354
 OZ0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0354'5.7 MI W FROM ATLANTA.
 OZ0354'5.7 MILES WEST ALONG THE MIDDLE FORK BOISE RIVER ROAD FROM THE POST
 OZ0354'OFFICE AT ATLANTA, 0.5 MILE WEST OF A BRIDGE OVER QUEENS RIVER, AT THE
 OZ0354'NORTHWEST END OF A CURVE, IN THE TOP OF THE NORTHWEST END OF A
 OZ0354'PROMINENT OUTCROP, 123 1/2 FEET NORTHEAST OF A 14-INCH LEANING PINE
 OZ0354'TREE ON THE OUTSIDE OF THE APPROXIMATE CENTER OF THE CURVE, 37 FEET
 OZ0354'SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET HIGHER THAN THE
 OZ0354'ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.
 OZ0354
 OZ0354                          STATION RECOVERY (1951)
 OZ0354
 OZ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 OZ0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0137 ***********************************************************************
 OZ0137  DESIGNATION -  L 335
 OZ0137  PID         -  OZ0137
 OZ0137  STATE/COUNTY-  ID/GOODING
 OZ0137  USGS QUAD   -  THORN CREEK SW (1992)
 OZ0137
 OZ0137                         *CURRENT SURVEY CONTROL
 OZ0137  ___________________________________________________________________
 OZ0137* NAD 83(1986)-  43 05 15.     (N)    114 40 50.     (W)     SCALED    
 OZ0137* NAVD 88     -      1286.979  (meters)    4222.36   (feet)  ADJUSTED  
 OZ0137  ___________________________________________________________________
 OZ0137  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 OZ0137  DYNAMIC HT  -        1286.293 (meters)    4220.11  (feet)  COMP
 OZ0137  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 OZ0137
 OZ0137  VERT ORDER  -  SECOND    CLASS 0
 OZ0137
 OZ0137.The horizontal coordinates were scaled from a topographic map and have
 OZ0137.an estimated accuracy of +/- 6 seconds.
 OZ0137
 OZ0137.The orthometric height was determined by differential leveling
 OZ0137.and adjusted by the National Geodetic Survey in June 1991..
 OZ0137
 OZ0137.The geoid height was determined by GEOID03.
 OZ0137
 OZ0137.The dynamic height is computed by dividing the NAVD 88
 OZ0137.geopotential number by the normal gravity value computed on the
 OZ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0137.degrees latitude (g = 980.6199 gals.).
 OZ0137
 OZ0137.The modeled gravity was interpolated from observed gravity values.
 OZ0137
 OZ0137;                    North         East    Units  Estimated Accuracy
 OZ0137;SPC ID C     -   158,040.      444,590.      MT  (+/- 180 meters Scaled)
 OZ0137
 OZ0137                          SUPERSEDED SURVEY CONTROL
 OZ0137
 OZ0137  NGVD 29 (??/??/92) 1286.03   (m)         4219.3    (f) COMPUTED    2 0
 OZ0137
 OZ0137.Superseded values are not recommended for survey control.
 OZ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0137.See file dsdata.txt to determine how the superseded data were derived.
 OZ0137
 OZ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH887731(NAD 83)
 OZ0137_MARKER: DB = BENCH MARK DISK
 OZ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0137_STAMPING: L 335 1935
 OZ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0137+STABILITY: SURFACE MOTION
 OZ0137
 OZ0137  HISTORY     - Date     Condition        Report By
 OZ0137  HISTORY     - 1935     MONUMENTED       CGS
 OZ0137  HISTORY     - 1950     GOOD             NGS
 OZ0137
 OZ0137                          STATION DESCRIPTION
 OZ0137
 OZ0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OZ0137'11.3 MI N FROM GOODING.
 OZ0137'11.3 MILES NORTH ALONG STATE HIGHWAY 46 FROM THE HIGH SCHOOL AT
 OZ0137'GOODING, 0.1 MILE SOUTH OF THE TOP OF A HILL, ABOUT 200 YARDS WEST OF
 OZ0137'A PROMINENT ROCK OUTCROP AT THE NORTHWEST END OF A LONG LOW RIDGE, 78
 OZ0137'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF THE WEST
 OZ0137'EDGE OF A FIRE DITCH, 18 FEET EAST OF THE NORTH END OF A PILE OF LAVA
 OZ0137'ROCK, 3.6 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 OZ0137'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 OZ0137'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0225 ***********************************************************************
 OZ0225  DESIGNATION -  L 336
 OZ0225  PID         -  OZ0225
 OZ0225  STATE/COUNTY-  ID/CAMAS
 OZ0225  USGS QUAD   -  MACON (1986)
 OZ0225
 OZ0225                         *CURRENT SURVEY CONTROL
 OZ0225  ___________________________________________________________________
 OZ0225* NAD 83(1986)-  43 22 20.     (N)    114 32 48.     (W)     SCALED    
 OZ0225* NAVD 88     -      1557.858  (meters)    5111.07   (feet)  ADJUSTED  
 OZ0225  ___________________________________________________________________
 OZ0225  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 OZ0225  DYNAMIC HT  -        1556.972 (meters)    5108.17  (feet)  COMP
 OZ0225  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 OZ0225
 OZ0225  VERT ORDER  -  SECOND    CLASS 0
 OZ0225
 OZ0225.The horizontal coordinates were scaled from a topographic map and have
 OZ0225.an estimated accuracy of +/- 6 seconds.
 OZ0225
 OZ0225.The orthometric height was determined by differential leveling
 OZ0225.and adjusted by the National Geodetic Survey in June 1991..
 OZ0225
 OZ0225.The geoid height was determined by GEOID03.
 OZ0225
 OZ0225.The dynamic height is computed by dividing the NAVD 88
 OZ0225.geopotential number by the normal gravity value computed on the
 OZ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0225.degrees latitude (g = 980.6199 gals.).
 OZ0225
 OZ0225.The modeled gravity was interpolated from observed gravity values.
 OZ0225
 OZ0225;                    North         East    Units  Estimated Accuracy
 OZ0225;SPC ID C     -   189,590.      455,700.      MT  (+/- 180 meters Scaled)
 OZ0225
 OZ0225                          SUPERSEDED SURVEY CONTROL
 OZ0225
 OZ0225  NGVD 29 (??/??/92) 1556.778  (m)         5107.53   (f) ADJ UNCH    2 0
 OZ0225
 OZ0225.Superseded values are not recommended for survey control.
 OZ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0225.See file dsdata.txt to determine how the superseded data were derived.
 OZ0225
 OZ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ987050(NAD 83)
 OZ0225_MARKER: DB = BENCH MARK DISK
 OZ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0225_STAMPING: L 336 1950
 OZ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0225+STABILITY: SURFACE MOTION
 OZ0225
 OZ0225  HISTORY     - Date     Condition        Report By
 OZ0225  HISTORY     - 1950     MONUMENTED       CGS
 OZ0225  HISTORY     - 1981     MARK NOT FOUND   USGS
 OZ0225
 OZ0225                          STATION DESCRIPTION
 OZ0225
 OZ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0225'15.0 MI E FROM FAIRFIELD.
 OZ0225'0.3 MILE SOUTH ALONG CENTER STREET FROM THE HIGH SCHOOL AT FAIRFIELD,
 OZ0225'THENCE 14.7 MILES EAST ALONG STATE HIGHWAY 22, 0.25 MILE NORTHEAST OF
 OZ0225'THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 196 FEET WEST OF THE
 OZ0225'CENTER OF THE SOUTH END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT,
 OZ0225'58 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.2 FEET WEST OF A
 OZ0225'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 OZ0225'OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 OZ0225
 OZ0225                          STATION RECOVERY (1981)
 OZ0225
 OZ0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 OZ0225'FAIRFIELD HIGH SCHOOL, THEN 1.7 MILES NORTH TO SOLDIER, THENCE EAST
 OZ0225'ALONG ROAD 12.2 MILES TO A CURVE RIGHT AND FIELD ENTRANCE. ENTER
 OZ0225'FIELD AND DRIVE NORTHEAST ALONG SINGLEPOLE POWERLINE, A DISTANCE
 OZ0225'ALONG POWERLINE OF 0.3 MILES TO SITE OF BM. BM IS 109 FT E AND 41 FT
 OZ0225'SOUTH OF A POWERLINE POLE, ABOUT 200 FT SOUTH AND WEST OF A SMALL
 OZ0225'DEPRESSION AND ON POND SITE. SET IN A CONCRETE POST PROJECTING 2 FT.
 OZ0225'IN A PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0261 ***********************************************************************
 OZ0261  DESIGNATION -  L 337
 OZ0261  PID         -  OZ0261
 OZ0261  STATE/COUNTY-  ID/CAMAS
 OZ0261  USGS QUAD   -  CORRAL (1986)
 OZ0261
 OZ0261                         *CURRENT SURVEY CONTROL
 OZ0261  ___________________________________________________________________
 OZ0261* NAD 83(1986)-  43 20 31.     (N)    114 53 11.     (W)     SCALED    
 OZ0261* NAVD 88     -      1546.250  (meters)    5072.99   (feet)  ADJUSTED  
 OZ0261  ___________________________________________________________________
 OZ0261  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 OZ0261  DYNAMIC HT  -        1545.356 (meters)    5070.06  (feet)  COMP
 OZ0261  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 OZ0261
 OZ0261  VERT ORDER  -  SECOND    CLASS 0
 OZ0261
 OZ0261.The horizontal coordinates were scaled from a topographic map and have
 OZ0261.an estimated accuracy of +/- 6 seconds.
 OZ0261
 OZ0261.The orthometric height was determined by differential leveling
 OZ0261.and adjusted by the National Geodetic Survey in June 1991..
 OZ0261
 OZ0261.The geoid height was determined by GEOID03.
 OZ0261
 OZ0261.The dynamic height is computed by dividing the NAVD 88
 OZ0261.geopotential number by the normal gravity value computed on the
 OZ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0261.degrees latitude (g = 980.6199 gals.).
 OZ0261
 OZ0261.The modeled gravity was interpolated from observed gravity values.
 OZ0261
 OZ0261;                    North         East    Units  Estimated Accuracy
 OZ0261;SPC ID C     -   186,470.      428,130.      MT  (+/- 180 meters Scaled)
 OZ0261
 OZ0261                          SUPERSEDED SURVEY CONTROL
 OZ0261
 OZ0261  NGVD 29 (??/??/92) 1545.166  (m)         5069.43   (f) ADJ UNCH    2 0
 OZ0261
 OZ0261.Superseded values are not recommended for survey control.
 OZ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0261.See file dsdata.txt to determine how the superseded data were derived.
 OZ0261
 OZ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ713009(NAD 83)
 OZ0261_MARKER: DB = BENCH MARK DISK
 OZ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0261_STAMPING: L337 1950
 OZ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0261+STABILITY: SURFACE MOTION
 OZ0261
 OZ0261  HISTORY     - Date     Condition        Report By
 OZ0261  HISTORY     - 1950     MONUMENTED       CGS
 OZ0261
 OZ0261                          STATION DESCRIPTION
 OZ0261
 OZ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0261'2.9 MI E FROM CORRAL.
 OZ0261'2.9 MILES EAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE AND STORE
 OZ0261'AT CORRAL, 0.2 MILE EAST OF A DIRT ROAD CROSSING, 30.1 FEET SOUTHWEST
 OZ0261'OF THE WEST END OF THE SOUTH GUARD RAIL OF WOODEN BRIDGE NO.
 OZ0261'13-74-1-7, 37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET
 OZ0261'NORTH OF A FENCE, 2.2 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER
 OZ0261'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 OZ0261'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0398 ***********************************************************************
 OZ0398  DESIGNATION -  L 338
 OZ0398  PID         -  OZ0398
 OZ0398  STATE/COUNTY-  ID/ELMORE
 OZ0398  USGS QUAD   -  BEAR RIVER (1972)
 OZ0398
 OZ0398                         *CURRENT SURVEY CONTROL
 OZ0398  ___________________________________________________________________
 OZ0398* NAD 83(1986)-  43 54 46.     (N)    115 24 21.     (W)     SCALED    
 OZ0398* NAVD 88     -      1470.744  (meters)    4825.27   (feet)  ADJUSTED  
 OZ0398  ___________________________________________________________________
 OZ0398  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 OZ0398  DYNAMIC HT  -        1469.950 (meters)    4822.66  (feet)  COMP
 OZ0398  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 OZ0398
 OZ0398  VERT ORDER  -  SECOND    CLASS 0
 OZ0398
 OZ0398.The horizontal coordinates were scaled from a topographic map and have
 OZ0398.an estimated accuracy of +/- 6 seconds.
 OZ0398
 OZ0398.The orthometric height was determined by differential leveling
 OZ0398.and adjusted by the National Geodetic Survey in June 1991..
 OZ0398
 OZ0398.The geoid height was determined by GEOID03.
 OZ0398
 OZ0398.The dynamic height is computed by dividing the NAVD 88
 OZ0398.geopotential number by the normal gravity value computed on the
 OZ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0398.degrees latitude (g = 980.6199 gals.).
 OZ0398
 OZ0398.The modeled gravity was interpolated from observed gravity values.
 OZ0398
 OZ0398;                    North         East    Units  Estimated Accuracy
 OZ0398;SPC ID W     -   249,560.      827,640.      MT  (+/- 180 meters Scaled)
 OZ0398
 OZ0398                          SUPERSEDED SURVEY CONTROL
 OZ0398
 OZ0398  NGVD 29 (??/??/92) 1469.561  (m)         4821.38   (f) ADJ UNCH    2 0
 OZ0398
 OZ0398.Superseded values are not recommended for survey control.
 OZ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0398.See file dsdata.txt to determine how the superseded data were derived.
 OZ0398
 OZ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ279634(NAD 83)
 OZ0398_MARKER: DB = BENCH MARK DISK
 OZ0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OZ0398_SP_SET: ABUTMENT
 OZ0398_STAMPING: L 338 1950
 OZ0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0398
 OZ0398  HISTORY     - Date     Condition        Report By
 OZ0398  HISTORY     - 1950     MONUMENTED       CGS
 OZ0398
 OZ0398                          STATION DESCRIPTION
 OZ0398
 OZ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 OZ0398'0.4 MI SW FROM DEER PARK GUARD STATION.
 OZ0398'0.4 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE DEER PARK GUARD STATION,
 OZ0398'AT THE SOUTHEAST END OF A BRIDGE OVER NORTH FORK BOISE RIVER, IN THE
 OZ0398'TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT, 7 1/2
 OZ0398'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH
 OZ0398'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0228 ***********************************************************************
 NV0228  DESIGNATION -  L 339
 NV0228  PID         -  NV0228
 NV0228  STATE/COUNTY-  ID/GOODING
 NV0228  USGS QUAD   -  GOODING (1992)
 NV0228
 NV0228                         *CURRENT SURVEY CONTROL
 NV0228  ___________________________________________________________________
 NV0228* NAD 83(1986)-  42 55 26.     (N)    114 42 55.     (W)     SCALED    
 NV0228* NAVD 88     -      1088.821  (meters)    3572.24   (feet)  ADJUSTED  
 NV0228  ___________________________________________________________________
 NV0228  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 NV0228  DYNAMIC HT  -        1088.293 (meters)    3570.51  (feet)  COMP
 NV0228  MODELED GRAV-     980,098.1   (mgal)                       NAVD 88
 NV0228
 NV0228  VERT ORDER  -  SECOND    CLASS 0
 NV0228
 NV0228.The horizontal coordinates were scaled from a topographic map and have
 NV0228.an estimated accuracy of +/- 6 seconds.
 NV0228
 NV0228.The orthometric height was determined by differential leveling
 NV0228.and adjusted by the National Geodetic Survey in June 1991..
 NV0228
 NV0228.The geoid height was determined by GEOID03.
 NV0228
 NV0228.The dynamic height is computed by dividing the NAVD 88
 NV0228.geopotential number by the normal gravity value computed on the
 NV0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0228.degrees latitude (g = 980.6199 gals.).
 NV0228
 NV0228.The modeled gravity was interpolated from observed gravity values.
 NV0228
 NV0228;                    North         East    Units  Estimated Accuracy
 NV0228;SPC ID C     -   139,890.      441,610.      MT  (+/- 180 meters Scaled)
 NV0228
 NV0228                          SUPERSEDED SURVEY CONTROL
 NV0228
 NV0228  NGVD 29 (??/??/92) 1087.970  (m)         3569.45   (f) ADJ UNCH    2 0
 NV0228
 NV0228.Superseded values are not recommended for survey control.
 NV0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0228.See file dsdata.txt to determine how the superseded data were derived.
 NV0228
 NV0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH864548(NAD 83)
 NV0228_MARKER: DB = BENCH MARK DISK
 NV0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NV0228_SP_SET: BRIDGE
 NV0228_STAMPING: L 339 1950
 NV0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0228
 NV0228  HISTORY     - Date     Condition        Report By
 NV0228  HISTORY     - 1950     MONUMENTED       CGS
 NV0228  HISTORY     - 1971     MARK NOT FOUND   NGS
 NV0228  HISTORY     - 20020930 MARK NOT FOUND   YERION
 NV0228
 NV0228                          STATION DESCRIPTION
 NV0228
 NV0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NV0228'1.1 MI S FROM GOODING.
 NV0228'1.1 MILES SOUTH ALONG STATE HIGHWAY 24 FROM THE HIGH SCHOOL AT
 NV0228'GOODING, AT BRIDGE NO. 24-76-1-2 OVER TWIN FALLS NORTH SIDE MAIN
 NV0228'CANAL, IN THE TOP OF THE SOUTHWEST WING WALL, 12.4 FEET SOUTH OF THE
 NV0228'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE--
 NV0228'THE SUBJECT BRIDGE HAD BEEN WIDENED TO FOUR LANES AND THE MARK HAS
 NV0228'APPARENTLY BEEN DESTROYED.
 NV0228
 NV0228                          STATION RECOVERY (2002)
 NV0228
 NV0228'RECOVERY NOTE BY GEORGE YERION 2002 (GY)
 NV0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0448 ***********************************************************************
 OY0448  DESIGNATION -  L 34
 OY0448  PID         -  OY0448
 OY0448  STATE/COUNTY-  ID/BUTTE
 OY0448  USGS QUAD   -  RICHARD BUTTE (1969)
 OY0448
 OY0448                         *CURRENT SURVEY CONTROL
 OY0448  ___________________________________________________________________
 OY0448* NAD 83(1986)-  43 54 23.     (N)    112 47 29.     (W)     SCALED    
 OY0448* NAVD 88     -      1509.575  (meters)    4952.66   (feet)  ADJUSTED  
 OY0448  ___________________________________________________________________
 OY0448  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 OY0448  DYNAMIC HT  -        1508.814 (meters)    4950.17  (feet)  COMP
 OY0448  MODELED GRAV-     980,061.8   (mgal)                       NAVD 88
 OY0448
 OY0448  VERT ORDER  -  FIRST     CLASS II
 OY0448
 OY0448.The horizontal coordinates were scaled from a topographic map and have
 OY0448.an estimated accuracy of +/- 6 seconds.
 OY0448
 OY0448.The orthometric height was determined by differential leveling
 OY0448.and adjusted by the National Geodetic Survey in December 1992..
 OY0448
 OY0448.The geoid height was determined by GEOID03.
 OY0448
 OY0448.The dynamic height is computed by dividing the NAVD 88
 OY0448.geopotential number by the normal gravity value computed on the
 OY0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0448.degrees latitude (g = 980.6199 gals.).
 OY0448
 OY0448.The modeled gravity was interpolated from observed gravity values.
 OY0448
 OY0448;                    North         East    Units  Estimated Accuracy
 OY0448;SPC ID C     -   249,510.      597,090.      MT  (+/- 180 meters Scaled)
 OY0448
 OY0448                          SUPERSEDED SURVEY CONTROL
 OY0448
 OY0448  NAVD 88 (06/15/91) 1509.563  (m)         4952.62   (f) UNKNOWN     1 2
 OY0448  NGVD 29 (08/20/92) 1508.494  (m)         4949.12   (f) ADJUSTED    1 2
 OY0448
 OY0448.Superseded values are not recommended for survey control.
 OY0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0448.See file dsdata.txt to determine how the superseded data were derived.
 OY0448
 OY0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP561630(NAD 83)
 OY0448_MARKER: DB = BENCH MARK DISK
 OY0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0448_SP_SET: CONCRETE POST
 OY0448_STAMPING: L 34 1934
 OY0448_MARK LOGO: CGS   
 OY0448_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0448+STABILITY: SURFACE MOTION
 OY0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0448+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 OY0448
 OY0448  HISTORY     - Date     Condition        Report By
 OY0448  HISTORY     - 1934     MONUMENTED       CGS
 OY0448  HISTORY     - 1969     GOOD             USGS
 OY0448  HISTORY     - 19920331 GOOD             NGS
 OY0448
 OY0448                          STATION DESCRIPTION
 OY0448
 OY0448'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 OY0448'16.75 MI ENE FROM ARCO.
 OY0448'16.75 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 22 FROM THE P.O. AT
 OY0448'HOWE, AT THIS POINT DUE WEST CROSS COUNTRY 0.25 TO BM.  BM IS 250 WEST
 OY0448'OF DOUBLE WOOD POLE TRANSMISSION LINE AND 40 FEET NORTH OF CENTERLINE
 OY0448'OF WASHED OUT OLD ROAD, AND SET IN CONCRETE POST.
 OY0448
 OY0448                          STATION RECOVERY (1992)
 OY0448
 OY0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0448'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY0448'OFFICE IN HOWE, THENCE 11.6 KM (7.20 MI) NORTHERLY ALONG STATE
 OY0448'HIGHWAY 22, THENCE 0.3 KM (0.20 MI) EASTERLY ACROSS COUNTRY, ABOUT
 OY0448'MIDWAY BETWEEN DOUBLE UTILITY POLES 305 AND 306, 69.0 M (226.4 FT)
 OY0448'NORTHWEST OF THE CENTER OF A POWER LINE SERVICE ROAD, 19.5 M (64.0
 OY0448'FT) SOUTHWEST OF THE CENTER OF A DRY WASH, 0.6 M (2.0 FT) SOUTHEAST
 OY0448'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
 OY0448'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0283 ***********************************************************************
 NT0283  DESIGNATION -  L 340
 NT0283  PID         -  NT0283
 NT0283  STATE/COUNTY-  ID/FRANKLIN
 NT0283  USGS QUAD   -  WESTON (1969)
 NT0283
 NT0283                         *CURRENT SURVEY CONTROL
 NT0283  ___________________________________________________________________
 NT0283* NAD 83(1986)-  42 06 10.     (N)    111 54 47.     (W)     SCALED    
 NT0283* NAVD 88     -      1440.534  (meters)    4726.15   (feet)  ADJUSTED  
 NT0283  ___________________________________________________________________
 NT0283  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 NT0283  DYNAMIC HT  -        1439.535 (meters)    4722.87  (feet)  COMP
 NT0283  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 NT0283
 NT0283  VERT ORDER  -  SECOND    CLASS 0
 NT0283
 NT0283.The horizontal coordinates were scaled from a topographic map and have
 NT0283.an estimated accuracy of +/- 6 seconds.
 NT0283
 NT0283.The orthometric height was determined by differential leveling
 NT0283.and adjusted by the National Geodetic Survey in June 1991..
 NT0283
 NT0283.The geoid height was determined by GEOID03.
 NT0283
 NT0283.The dynamic height is computed by dividing the NAVD 88
 NT0283.geopotential number by the normal gravity value computed on the
 NT0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0283.degrees latitude (g = 980.6199 gals.).
 NT0283
 NT0283.The modeled gravity was interpolated from observed gravity values.
 NT0283
 NT0283;                    North         East    Units  Estimated Accuracy
 NT0283;SPC ID E     -    48,470.      220,980.      MT  (+/- 180 meters Scaled)
 NT0283
 NT0283                          SUPERSEDED SURVEY CONTROL
 NT0283
 NT0283  NGVD 29 (??/??/92) 1439.501  (m)         4722.76   (f) ADJ UNCH    2 0
 NT0283
 NT0283.Superseded values are not recommended for survey control.
 NT0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0283.See file dsdata.txt to determine how the superseded data were derived.
 NT0283
 NT0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM245615(NAD 83)
 NT0283_MARKER: DB = BENCH MARK DISK
 NT0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0283_STAMPING: L 340 1951
 NT0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0283+STABILITY: SURFACE MOTION
 NT0283
 NT0283  HISTORY     - Date     Condition        Report By
 NT0283  HISTORY     - 1951     MONUMENTED       CGS
 NT0283
 NT0283                          STATION DESCRIPTION
 NT0283
 NT0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 NT0283'2.6 MI NW FROM PRESTON.
 NT0283'ABOUT 2.6 MILES NORTHWEST OF THE FRANKLIN COUNTY COURTHOUSE AT
 NT0283'PRESTON, AT THE PRESTON AIRPORT, AT THE SOUTH END OF THE NORTH AND
 NT0283'SOUTH RUNWAY, ABOUT IN LINE WITH THE CENTER LINE OF THE RUNWAY, ABOUT
 NT0283'0.3 MILES SOUTHEAST OF THE HANGAR, 95 FEET NORTHWEST OF A T IN A FENCE
 NT0283'LINE, 2.2 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A
 NT0283'CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0297 ***********************************************************************
 NT0297  DESIGNATION -  L 341 RESET
 NT0297  PID         -  NT0297
 NT0297  STATE/COUNTY-  ID/FRANKLIN
 NT0297  USGS QUAD   -  RIVERDALE (1980)
 NT0297
 NT0297                         *CURRENT SURVEY CONTROL
 NT0297  ___________________________________________________________________
 NT0297* NAD 83(1986)-  42 12 37.     (N)    111 45 04.     (W)     SCALED    
 NT0297* NAVD 88     -      1474.05   (meters)    4836.1    (feet)  RESET     
 NT0297  ___________________________________________________________________
 NT0297  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 NT0297
 NT0297  VERT ORDER  -  THIRD
 NT0297
 NT0297.The horizontal coordinates were scaled from a topographic map and have
 NT0297.an estimated accuracy of +/- 6 seconds.
 NT0297
 NT0297.The orthometric height was computed from unverified reset data.
 NT0297
 NT0297.The geoid height was determined by GEOID03.
 NT0297
 NT0297;                    North         East    Units  Estimated Accuracy
 NT0297;SPC ID E     -    60,460.      234,310.      MT  (+/- 180 meters Scaled)
 NT0297
 NT0297                          SUPERSEDED SURVEY CONTROL
 NT0297
 NT0297  NGVD 29 (03/27/06) 1473.00   (m)         4832.7    (f) RESET       3  
 NT0297
 NT0297.Superseded values are not recommended for survey control.
 NT0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0297.See file dsdata.txt to determine how the superseded data were derived.
 NT0297
 NT0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM380733(NAD 83)
 NT0297_MARKER: DB = BENCH MARK DISK
 NT0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0297_SP_SET: CULVERT
 NT0297_STAMPING: L 341 RESET 1969
 NT0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0297
 NT0297  HISTORY     - Date     Condition        Report By
 NT0297  HISTORY     - 1969     MONUMENTED       CGS
 NT0297  HISTORY     - 1971     GOOD             USGS
 NT0297
 NT0297                          STATION DESCRIPTION
 NT0297
 NT0297'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 NT0297'1 MI N FROM PRESTON.
 NT0297'1 MI N ALONG US HWY 91 FROM THE COURT HOUSE AT PRESTON, THENCE 5.4 MI
 NT0297'NE ALONG STATE HWY 34, THENCE 5.5 MI NE ALONG STATE HWY 36, ABOUT 150
 NT0297'YARDS E OF A BEND IN THE ROAD, AT THE SW CORNER OF A CONCRETE BOX
 NT0297'CULVERT, 86 FT E ALONG CENTER LINE OF THE HIGHWAY FROM A DIRT ROAD
 NT0297'GOING UP HILL TO THE SOUTH, 33 FEET SOUTH OF THE CENTER LINE OF THE
 NT0297'HIGHWAY AND ABOUT 9.5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0481 ***********************************************************************
 OX0481  DESIGNATION -  L 342
 OX0481  PID         -  OX0481
 OX0481  STATE/COUNTY-  ID/BONNEVILLE
 OX0481  USGS QUAD   -  HEISE (1979)
 OX0481
 OX0481                         *CURRENT SURVEY CONTROL
 OX0481  ___________________________________________________________________
 OX0481* NAD 83(1986)-  43 37 35.     (N)    111 44 35.     (W)     SCALED    
 OX0481* NAVD 88     -      1526.587  (meters)    5008.48   (feet)  POSTED    
 OX0481  ___________________________________________________________________
 OX0481  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 OX0481  DYNAMIC HT  -        1525.780 (meters)    5005.83  (feet)  COMP
 OX0481  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 OX0481
 OX0481  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0481
 OX0481.The horizontal coordinates were scaled from a topographic map and have
 OX0481.an estimated accuracy of +/- 6 seconds.
 OX0481
 OX0481.The orthometric height was determined by differential leveling
 OX0481.and adjusted by the National Geodetic Survey in 1992..
 OX0481.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0481.rate of 0.0 thru 1.0 mm/km.
 OX0481
 OX0481.The geoid height was determined by GEOID03.
 OX0481
 OX0481.The dynamic height is computed by dividing the NAVD 88
 OX0481.geopotential number by the normal gravity value computed on the
 OX0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0481.degrees latitude (g = 980.6199 gals.).
 OX0481
 OX0481.The modeled gravity was interpolated from observed gravity values.
 OX0481
 OX0481;                    North         East    Units  Estimated Accuracy
 OX0481;SPC ID E     -   217,770.      234,190.      MT  (+/- 180 meters Scaled)
 OX0481
 OX0481                          SUPERSEDED SURVEY CONTROL
 OX0481
 OX0481  NGVD 29 (??/??/92) 1525.481  (m)         5004.85   (f) ADJ UNCH    2 0
 OX0481
 OX0481.Superseded values are not recommended for survey control.
 OX0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0481.See file dsdata.txt to determine how the superseded data were derived.
 OX0481
 OX0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP400306(NAD 83)
 OX0481_MARKER: DB = BENCH MARK DISK
 OX0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0481_SP_SET: CULVERT
 OX0481_STAMPING: L 342 1951
 OX0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0481
 OX0481  HISTORY     - Date     Condition        Report By
 OX0481  HISTORY     - 1951     MONUMENTED       CGS
 OX0481
 OX0481                          STATION DESCRIPTION
 OX0481
 OX0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0481'1.6 MI E FROM RIRIE.
 OX0481'0.1 MILE SOUTH OF THE UNION PACIFIC RAILROAD STATION AT RIRIE, THENCE
 OX0481'1.6 MILES EAST ALONG U. S, HIGHWAY 26.  0.1 MILE EAST OF A T DIRT ROAD
 OX0481'SOUTH, 0.1 MILE WEST OF A POTATOE STORAGE PIT, AND SET IN THE TOP OF
 OX0481'THE EAST END OF A CONCRETE HEADWALL, 19.9 FEET SOUTH OF THE CENTER
 OX0481'LINE OF THE HIGHWAY, 62.9 FEET WEST OF A TELEPHONE POLE, AND ABOUT 1/2
 OX0481'FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0504 ***********************************************************************
 OX0504  DESIGNATION -  L 343
 OX0504  PID         -  OX0504
 OX0504  STATE/COUNTY-  ID/FREMONT
 OX0504  USGS QUAD   -  ST ANTHONY (1979)
 OX0504
 OX0504                         *CURRENT SURVEY CONTROL
 OX0504  ___________________________________________________________________
 OX0504* NAD 83(1986)-  43 55 07.     (N)    111 38 57.     (W)     SCALED    
 OX0504* NAVD 88     -      1517.092  (meters)    4977.33   (feet)  POSTED    
 OX0504  ___________________________________________________________________
 OX0504  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 OX0504  DYNAMIC HT  -        1516.310 (meters)    4974.76  (feet)  COMP
 OX0504  MODELED GRAV-     980,051.2   (mgal)                       NAVD 88
 OX0504
 OX0504  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OX0504
 OX0504.The horizontal coordinates were scaled from a topographic map and have
 OX0504.an estimated accuracy of +/- 6 seconds.
 OX0504
 OX0504.The orthometric height was determined by differential leveling
 OX0504.and adjusted by the National Geodetic Survey in 1992..
 OX0504.No vertical observational check was made to the station.
 OX0504.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OX0504.was located on a no-check spur therefore a value was not computed.
 OX0504
 OX0504.The geoid height was determined by GEOID03.
 OX0504
 OX0504.The dynamic height is computed by dividing the NAVD 88
 OX0504.geopotential number by the normal gravity value computed on the
 OX0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0504.degrees latitude (g = 980.6199 gals.).
 OX0504
 OX0504.The modeled gravity was interpolated from observed gravity values.
 OX0504
 OX0504;                    North         East    Units  Estimated Accuracy
 OX0504;SPC ID E     -   250,280.      241,560.      MT  (+/- 180 meters Scaled)
 OX0504
 OX0504                          SUPERSEDED SURVEY CONTROL
 OX0504
 OX0504  NGVD 29 (??/??/92) 1516.026  (m)         4973.83   (f) ADJ UNCH    2 0
 OX0504
 OX0504.Superseded values are not recommended for survey control.
 OX0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0504.See file dsdata.txt to determine how the superseded data were derived.
 OX0504
 OX0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP478630(NAD 83)
 OX0504_MARKER: DB = BENCH MARK DISK
 OX0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0504_STAMPING: L 343 1951
 OX0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0504+STABILITY: SURFACE MOTION
 OX0504
 OX0504  HISTORY     - Date     Condition        Report By
 OX0504  HISTORY     - 1951     MONUMENTED       CGS
 OX0504
 OX0504                          STATION DESCRIPTION
 OX0504
 OX0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0504'4.6 MI NW FROM NEWDALE.
 OX0504'ABOUT 2.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 OX0504'STATION AT NEWDALE, THENCE 1.9 MILES SOUTHWEST CROSS-COUNTRY, AT KUBAL
 OX0504'AIRPORT, 0.1 MILE SOUTH OF THE HANGAR, AT THE SOUTHWEST CORNER OF THE
 OX0504'NORTH-SOUTH DIRT RUNWAY, 12 FEET EAST OF THE CENTER LINE OF A TRACK
 OX0504'ROAD, 2.0 FEET NORTH OF A WIRE FENCE, 1.8 FEET SOUTHWEST OF A WITNESS
 OX0504'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 OX0504'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0289 ***********************************************************************
 OX0289  DESIGNATION -  L 344
 OX0289  PID         -  OX0289
 OX0289  STATE/COUNTY-  ID/TETON
 OX0289  USGS QUAD   -  PACKSADDLE LAKE (1965)
 OX0289
 OX0289                         *CURRENT SURVEY CONTROL
 OX0289  ___________________________________________________________________
 OX0289* NAD 83(1986)-  43 50 20.     (N)    111 15 46.     (W)     SCALED    
 OX0289* NAVD 88     -      1835.955  (meters)    6023.46   (feet)  POSTED    
 OX0289  ___________________________________________________________________
 OX0289  GEOID HEIGHT-         -10.12  (meters)                     GEOID03
 OX0289  DYNAMIC HT  -        1834.850 (meters)    6019.84  (feet)  COMP
 OX0289  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 OX0289
 OX0289  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OX0289
 OX0289.The horizontal coordinates were scaled from a topographic map and have
 OX0289.an estimated accuracy of +/- 6 seconds.
 OX0289
 OX0289.The orthometric height was determined by differential leveling
 OX0289.and adjusted by the National Geodetic Survey in 1992..
 OX0289.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OX0289.rate of 0.0 thru 1.0 mm/km.
 OX0289
 OX0289.The geoid height was determined by GEOID03.
 OX0289
 OX0289.The dynamic height is computed by dividing the NAVD 88
 OX0289.geopotential number by the normal gravity value computed on the
 OX0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0289.degrees latitude (g = 980.6199 gals.).
 OX0289
 OX0289.The modeled gravity was interpolated from observed gravity values.
 OX0289
 OX0289;                    North         East    Units  Estimated Accuracy
 OX0289;SPC ID E     -   241,690.      272,690.      MT  (+/- 180 meters Scaled)
 OX0289
 OX0289                          SUPERSEDED SURVEY CONTROL
 OX0289
 OX0289  NGVD 29 (??/??/92) 1834.739  (m)         6019.47   (f) ADJ UNCH    2 0
 OX0289
 OX0289.Superseded values are not recommended for survey control.
 OX0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0289.See file dsdata.txt to determine how the superseded data were derived.
 OX0289
 OX0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP788540(NAD 83)
 OX0289_MARKER: DB = BENCH MARK DISK
 OX0289_SETTING: 66 = SET IN ROCK OUTCROP
 OX0289_SP_SET: OUTCROP
 OX0289_STAMPING: L 344 1951
 OX0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0289+STABILITY: POSITION/ELEVATION WELL
 OX0289
 OX0289  HISTORY     - Date     Condition        Report By
 OX0289  HISTORY     - 1951     MONUMENTED       CGS
 OX0289
 OX0289                          STATION DESCRIPTION
 OX0289
 OX0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 OX0289'5.7 MI NW FROM TETONIA.
 OX0289'0.7 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OX0289'TETONIA, THENCE 5 MILES NORTHWEST ALONG U. S. HIGHWAY 20, ON THE EAST
 OX0289'SLOPE OF A ROCKY HILL, ON THE TOP AND ABOUT IN THE CENTER OF A 6 BY 5
 OX0289'FEET OUTCROP, 56 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OX0289'ABOUT 2 FEET LOWER THAN THE HIGHWAY.  NOTE-- A LARGE B M PAINTED ON
 OX0289'THE SOUTH FACE OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0415 ***********************************************************************
 RZ0415  DESIGNATION -  L 345
 RZ0415  PID         -  RZ0415
 RZ0415  STATE/COUNTY-  ID/LATAH
 RZ0415  USGS QUAD   -  TROY (1975)
 RZ0415
 RZ0415                         *CURRENT SURVEY CONTROL
 RZ0415  ___________________________________________________________________
 RZ0415* NAD 83(1986)-  46 43 14.     (N)    116 49 19.     (W)     SCALED    
 RZ0415* NAVD 88     -       802.896  (meters)    2634.17   (feet)  ADJUSTED  
 RZ0415  ___________________________________________________________________
 RZ0415  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 RZ0415  DYNAMIC HT  -         802.835 (meters)    2633.97  (feet)  COMP
 RZ0415  MODELED GRAV-     980,510.7   (mgal)                       NAVD 88
 RZ0415
 RZ0415  VERT ORDER  -  SECOND    CLASS 0
 RZ0415
 RZ0415.The horizontal coordinates were scaled from a topographic map and have
 RZ0415.an estimated accuracy of +/- 6 seconds.
 RZ0415
 RZ0415.The orthometric height was determined by differential leveling
 RZ0415.and adjusted by the National Geodetic Survey in June 1991..
 RZ0415
 RZ0415.The geoid height was determined by GEOID03.
 RZ0415
 RZ0415.The dynamic height is computed by dividing the NAVD 88
 RZ0415.geopotential number by the normal gravity value computed on the
 RZ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0415.degrees latitude (g = 980.6199 gals.).
 RZ0415
 RZ0415.The modeled gravity was interpolated from observed gravity values.
 RZ0415
 RZ0415;                    North         East    Units  Estimated Accuracy
 RZ0415;SPC ID W     -   562,090.      718,050.      MT  (+/- 180 meters Scaled)
 RZ0415
 RZ0415                          SUPERSEDED SURVEY CONTROL
 RZ0415
 RZ0415  NGVD 29 (??/??/92)  801.800  (m)         2630.57   (f) ADJ UNCH    2 0
 RZ0415
 RZ0415.Superseded values are not recommended for survey control.
 RZ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0415.See file dsdata.txt to determine how the superseded data were derived.
 RZ0415
 RZ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM136741(NAD 83)
 RZ0415_MARKER: DB = BENCH MARK DISK
 RZ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0415_STAMPING: L 345 1952
 RZ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0415+STABILITY: SURFACE MOTION
 RZ0415
 RZ0415  HISTORY     - Date     Condition        Report By
 RZ0415  HISTORY     - 1952     MONUMENTED       CGS
 RZ0415
 RZ0415                          STATION DESCRIPTION
 RZ0415
 RZ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0415'3.1 MI W FROM TROY.
 RZ0415'3.1 MILES WEST ALONG STATE HIGHWAY 8 FROM THE BANK BUILDING AT TROY,
 RZ0415'AT A GROUP OF FARMHOUSES, 120 FEET EAST OF THE CENTER OF THE Y
 RZ0415'JUNCTION OF A ROAD LEADING NORTHWEST, 55 1/2 FEET EAST OF A POWER LINE
 RZ0415'POLE WITH A TRANSFORMER, 49 FEET NORTH OF THE CENTER LINE OF THE
 RZ0415'HIGHWAY, 25 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING NORTH
 RZ0415'TO A FARMHOUSE, 2 1/2 FEET WEST OF A TELEPHONE POLE, 1.9 FEET EAST OF
 RZ0415'A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 RZ0415'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0460 ***********************************************************************
 RZ0460  DESIGNATION -  L 346
 RZ0460  PID         -  RZ0460
 RZ0460  STATE/COUNTY-  ID/LATAH
 RZ0460  USGS QUAD   -  GENESEE (1990)
 RZ0460
 RZ0460                         *CURRENT SURVEY CONTROL
 RZ0460  ___________________________________________________________________
 RZ0460* NAD 83(1986)-  46 34 55.     (N)    116 53 41.     (W)     SCALED    
 RZ0460* NAVD 88     -       820.784  (meters)    2692.86   (feet)  ADJUSTED  
 RZ0460  ___________________________________________________________________
 RZ0460  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 RZ0460  DYNAMIC HT  -         820.718 (meters)    2692.64  (feet)  COMP
 RZ0460  MODELED GRAV-     980,507.2   (mgal)                       NAVD 88
 RZ0460
 RZ0460  VERT ORDER  -  SECOND    CLASS 0
 RZ0460
 RZ0460.The horizontal coordinates were scaled from a topographic map and have
 RZ0460.an estimated accuracy of +/- 6 seconds.
 RZ0460
 RZ0460.The orthometric height was determined by differential leveling
 RZ0460.and adjusted by the National Geodetic Survey in June 1991..
 RZ0460
 RZ0460.The geoid height was determined by GEOID03.
 RZ0460
 RZ0460.The dynamic height is computed by dividing the NAVD 88
 RZ0460.geopotential number by the normal gravity value computed on the
 RZ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0460.degrees latitude (g = 980.6199 gals.).
 RZ0460
 RZ0460.The modeled gravity was interpolated from observed gravity values.
 RZ0460
 RZ0460;                    North         East    Units  Estimated Accuracy
 RZ0460;SPC ID W     -   546,760.      712,270.      MT  (+/- 180 meters Scaled)
 RZ0460
 RZ0460                          SUPERSEDED SURVEY CONTROL
 RZ0460
 RZ0460  NGVD 29 (??/??/92)  819.703  (m)         2689.31   (f) ADJ UNCH    2 0
 RZ0460
 RZ0460.Superseded values are not recommended for survey control.
 RZ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0460.See file dsdata.txt to determine how the superseded data were derived.
 RZ0460
 RZ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM080587(NAD 83)
 RZ0460_MARKER: DB = BENCH MARK DISK
 RZ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0460_STAMPING: L 346 1952
 RZ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0460+STABILITY: SURFACE MOTION
 RZ0460
 RZ0460  HISTORY     - Date     Condition        Report By
 RZ0460  HISTORY     - 1952     MONUMENTED       CGS
 RZ0460
 RZ0460                          STATION DESCRIPTION
 RZ0460
 RZ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0460'2.9 MI N FROM GENESEE.
 RZ0460'2.9 MILES NORTH ALONG THE OLD U.S. HIGHWAY FROM THE NORTHERN PACIFIC
 RZ0460'RAILWAY STATION AT GENESEE, 0.3 MILE SOUTHEAST OF THE INTERSECTION OF
 RZ0460'A GRAVEL ROAD, AT THE JUNCTION OF A PRIVATE ROAD LEADING WEST TO A
 RZ0460'RANCHHOUSE, 110 FEET WEST OF THE CENTER LINE OF THE ROAD, 44.0 FEET
 RZ0460'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 29 1/2 FEET SOUTH OF THE
 RZ0460'CENTER LINE OF THE HIGHWAY, 18 1/2 FEET EAST OF A FENCE CORNER POST,
 RZ0460'2.3 FEET NORTH OF THE FENCE, 2.2 FEET WEST OF A TELEPHONE POLE, 2.2
 RZ0460'FEET EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND
 RZ0460'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 RZ0460'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0508 ***********************************************************************
 RZ0508  DESIGNATION -  L 348
 RZ0508  PID         -  RZ0508
 RZ0508  STATE/COUNTY-  ID/LATAH
 RZ0508  USGS QUAD   -  LITTLE BEAR RIDGE (1990)
 RZ0508
 RZ0508                         *CURRENT SURVEY CONTROL
 RZ0508  ___________________________________________________________________
 RZ0508* NAD 83(1986)-  46 37 43.     (N)    116 37 51.     (W)     SCALED    
 RZ0508* NAVD 88     -       456.023  (meters)    1496.14   (feet)  ADJUSTED  
 RZ0508  ___________________________________________________________________
 RZ0508  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 RZ0508  DYNAMIC HT  -         456.006 (meters)    1496.08  (feet)  COMP
 RZ0508  MODELED GRAV-     980,565.2   (mgal)                       NAVD 88
 RZ0508
 RZ0508  VERT ORDER  -  SECOND    CLASS 0
 RZ0508
 RZ0508.The horizontal coordinates were scaled from a topographic map and have
 RZ0508.an estimated accuracy of +/- 6 seconds.
 RZ0508
 RZ0508.The orthometric height was determined by differential leveling
 RZ0508.and adjusted by the National Geodetic Survey in June 1991..
 RZ0508
 RZ0508.The geoid height was determined by GEOID03.
 RZ0508
 RZ0508.The dynamic height is computed by dividing the NAVD 88
 RZ0508.geopotential number by the normal gravity value computed on the
 RZ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0508.degrees latitude (g = 980.6199 gals.).
 RZ0508
 RZ0508.The modeled gravity was interpolated from observed gravity values.
 RZ0508
 RZ0508;                    North         East    Units  Estimated Accuracy
 RZ0508;SPC ID W     -   551,690.      732,550.      MT  (+/- 180 meters Scaled)
 RZ0508
 RZ0508                          SUPERSEDED SURVEY CONTROL
 RZ0508
 RZ0508  NGVD 29 (??/??/92)  454.969  (m)         1492.68   (f) ADJ UNCH    2 0
 RZ0508
 RZ0508.Superseded values are not recommended for survey control.
 RZ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0508.See file dsdata.txt to determine how the superseded data were derived.
 RZ0508
 RZ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM282639(NAD 83)
 RZ0508_MARKER: DB = BENCH MARK DISK
 RZ0508_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0508_SP_SET: OUTCROP
 RZ0508_STAMPING: L 348 1952
 RZ0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0508+STABILITY: POSITION/ELEVATION WELL
 RZ0508
 RZ0508  HISTORY     - Date     Condition        Report By
 RZ0508  HISTORY     - 1952     MONUMENTED       CGS
 RZ0508  HISTORY     - 19881012 MARK NOT FOUND   USPSQD
 RZ0508
 RZ0508                          STATION DESCRIPTION
 RZ0508
 RZ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0508'1.8 MI NE FROM KENDRICK.
 RZ0508'0.6 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RZ0508'AT KENDRICK, THENCE 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 7, 0.7
 RZ0508'MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 42, IN THE TOP OF A 3-
 RZ0508'X 5-FOOT OUTCROP, 70 1/2 FEET NORTH OF THE WEST END OF AN 18-INCH
 RZ0508'CORRUGATED METAL PIPE CULVERT, 47 FEET NORTHWEST OF THE CENTER LINE OF
 RZ0508'THE HIGHWAY, 7 1/2 FEET NORTHWEST OF A FENCE, AND ABOUT 15 FEET HIGHER
 RZ0508'THAN THE HIGHWAY.
 RZ0508
 RZ0508                          STATION RECOVERY (1988)
 RZ0508
 RZ0508'RECOVERY NOTE BY US POWER SQUADRON 1988 (GLC)
 RZ0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0522 ***********************************************************************
 RZ0522  DESIGNATION -  L 349
 RZ0522  PID         -  RZ0522
 RZ0522  STATE/COUNTY-  ID/LATAH
 RZ0522  USGS QUAD   -  DEARY (1994)
 RZ0522
 RZ0522                         *CURRENT SURVEY CONTROL
 RZ0522  ___________________________________________________________________
 RZ0522* NAD 83(1986)-  46 46 17.     (N)    116 33 33.     (W)     SCALED    
 RZ0522* NAVD 88     -       830.036  (meters)    2723.21   (feet)  ADJUSTED  
 RZ0522  ___________________________________________________________________
 RZ0522  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 RZ0522  DYNAMIC HT  -         829.968 (meters)    2722.99  (feet)  COMP
 RZ0522  MODELED GRAV-     980,504.8   (mgal)                       NAVD 88
 RZ0522
 RZ0522  VERT ORDER  -  SECOND    CLASS 0
 RZ0522
 RZ0522.The horizontal coordinates were scaled from a topographic map and have
 RZ0522.an estimated accuracy of +/- 6 seconds.
 RZ0522
 RZ0522.The orthometric height was determined by differential leveling
 RZ0522.and adjusted by the National Geodetic Survey in June 1991..
 RZ0522
 RZ0522.The geoid height was determined by GEOID03.
 RZ0522
 RZ0522.The dynamic height is computed by dividing the NAVD 88
 RZ0522.geopotential number by the normal gravity value computed on the
 RZ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0522.degrees latitude (g = 980.6199 gals.).
 RZ0522
 RZ0522.The modeled gravity was interpolated from observed gravity values.
 RZ0522
 RZ0522;                    North         East    Units  Estimated Accuracy
 RZ0522;SPC ID W     -   567,500.      738,200.      MT  (+/- 180 meters Scaled)
 RZ0522
 RZ0522                          SUPERSEDED SURVEY CONTROL
 RZ0522
 RZ0522  NGVD 29 (??/??/92)  828.925  (m)         2719.56   (f) ADJ UNCH    2 0
 RZ0522
 RZ0522.Superseded values are not recommended for survey control.
 RZ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0522.See file dsdata.txt to determine how the superseded data were derived.
 RZ0522
 RZ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM336798(NAD 83)
 RZ0522_MARKER: DB = BENCH MARK DISK
 RZ0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0522_STAMPING: L 349 1952
 RZ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0522+STABILITY: SURFACE MOTION
 RZ0522
 RZ0522  HISTORY     - Date     Condition        Report By
 RZ0522  HISTORY     - 1952     MONUMENTED       CGS
 RZ0522
 RZ0522                          STATION DESCRIPTION
 RZ0522
 RZ0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0522'2.2 MI S FROM DEARY.
 RZ0522'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL BUILDING AT
 RZ0522'DEARY, THENCE 2.1 MILES SOUTH ALONG STATE HIGHWAY 7, IN A TRIANGLE
 RZ0522'FORMED BY THE JUNCTION OF A GRAVEL ROAD LEADING EAST, 60 FEET
 RZ0522'NORTHWEST OF THE SOUTH FORK OF THE ROAD, 53 1/2 FEET SOUTHWEST OF THE
 RZ0522'NORTH FORK OF THE ROAD, 33 FEET EAST OF THE CENTER LINE OF THE
 RZ0522'HIGHWAY, 2.3 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 RZ0522'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 RZ0522'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0745 ***********************************************************************
 OY0745  DESIGNATION -  L 35
 OY0745  PID         -  OY0745
 OY0745  STATE/COUNTY-  ID/BUTTE
 OY0745  USGS QUAD   -  CHAMPAGNE CREEK (1991)
 OY0745
 OY0745                         *CURRENT SURVEY CONTROL
 OY0745  ___________________________________________________________________
 OY0745* NAD 83(1986)-  43 32 45.     (N)    113 32 00.     (W)     SCALED    
 OY0745* NAVD 88     -      1682.914  (meters)    5521.36   (feet)  ADJUSTED  
 OY0745  ___________________________________________________________________
 OY0745  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 OY0745  DYNAMIC HT  -        1681.929 (meters)    5518.13  (feet)  COMP
 OY0745  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 OY0745
 OY0745  VERT ORDER  -  SECOND    CLASS 0
 OY0745
 OY0745.The horizontal coordinates were scaled from a topographic map and have
 OY0745.an estimated accuracy of +/- 6 seconds.
 OY0745
 OY0745.The orthometric height was determined by differential leveling
 OY0745.and adjusted by the National Geodetic Survey in June 1991..
 OY0745
 OY0745.The geoid height was determined by GEOID03.
 OY0745
 OY0745.The dynamic height is computed by dividing the NAVD 88
 OY0745.geopotential number by the normal gravity value computed on the
 OY0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0745.degrees latitude (g = 980.6199 gals.).
 OY0745
 OY0745.The modeled gravity was interpolated from observed gravity values.
 OY0745
 OY0745;                    North         East    Units  Estimated Accuracy
 OY0745;SPC ID C     -   208,840.      537,710.      MT  (+/- 180 meters Scaled)
 OY0745
 OY0745                          SUPERSEDED SURVEY CONTROL
 OY0745
 OY0745  NGVD 29 (??/??/92) 1681.767  (m)         5517.60   (f) ADJ UNCH    2 0
 OY0745
 OY0745.Superseded values are not recommended for survey control.
 OY0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0745.See file dsdata.txt to determine how the superseded data were derived.
 OY0745
 OY0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP953245(NAD 83)
 OY0745_MARKER: DB = BENCH MARK DISK
 OY0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0745_STAMPING: L 35 1934
 OY0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0745+STABILITY: SURFACE MOTION
 OY0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0745+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 OY0745
 OY0745  HISTORY     - Date     Condition        Report By
 OY0745  HISTORY     - 1934     MONUMENTED       CGS
 OY0745  HISTORY     - 1958     GOOD             NGS
 OY0745  HISTORY     - 20021028 GOOD             IDTD
 OY0745
 OY0745                          STATION DESCRIPTION
 OY0745
 OY0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OY0745'14.8 MI SW FROM ARCO.
 OY0745'5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE COURTHOUSE AT ARCO,
 OY0745'THENCE 9.8 MILES SOUTHWEST ALONG A DIRT ROAD, 35 FEET NORTHWEST OF THE
 OY0745'CENTER LINE OF THE ROAD, 382 FEET NORTH OF THE CROSSING OF A TELEPHONE
 OY0745'LINE, 182 FEET NORTHEAST OF THE T JUNCTION OF A FENCE LINE WEST, 93
 OY0745'FEET WEST-SOUTHWEST AND ACROSS THE ROAD FROM TELEPHONE POLE 3150
 OY0745'(FOURTH POLE NORTHEAST OF THE CROSSING), 1.9 FEET SOUTHEAST OF A
 OY0745'FENCE, 1.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 OY0745'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 OY0745'THE GROUND.
 OY0745
 OY0745                          STATION RECOVERY (2002)
 OY0745
 OY0745'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (TP)
 OY0745'FROM THE PARK HEADQUARTERS ENTRANCE TO CRATERS OF THE MOON NAT. MON.,
 OY0745'PROCEED NORTHEAST ON US-20-26-93 FOR 3.975 KM TO MILEPOST 231.950,
 OY0745'TURN LEFT (WEST) ON A DIRT ROAD AND PROCEED NORTHWESTERLY AND
 OY0745'NORTHEASTERLY FOR 8.700 KM AND THE MARK ON THE LEFT.  NAD 83 (1999)
 OY0745'RTK DERIVED POSITION =  43-32-44.66652 N  113-32-00.88737 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0477 ***********************************************************************
 RZ0477  DESIGNATION -  L 350
 RZ0477  PID         -  RZ0477
 RZ0477  STATE/COUNTY-  ID/LATAH
 RZ0477  USGS QUAD   -  ROBINSON LAKE (1994)
 RZ0477
 RZ0477                         *CURRENT SURVEY CONTROL
 RZ0477  ___________________________________________________________________
 RZ0477* NAD 83(1986)-  46 50 22.     (N)    116 52 56.     (W)     SCALED    
 RZ0477* NAVD 88     -      1058.541  (meters)    3472.90   (feet)  ADJUSTED  
 RZ0477  ___________________________________________________________________
 RZ0477  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 RZ0477  DYNAMIC HT  -        1058.433 (meters)    3472.54  (feet)  COMP
 RZ0477  MODELED GRAV-     980,474.9   (mgal)                       NAVD 88
 RZ0477
 RZ0477  VERT ORDER  -  SECOND    CLASS 0
 RZ0477
 RZ0477.The horizontal coordinates were scaled from a topographic map and have
 RZ0477.an estimated accuracy of +/- 6 seconds.
 RZ0477
 RZ0477.The orthometric height was determined by differential leveling
 RZ0477.and adjusted by the National Geodetic Survey in June 1991..
 RZ0477
 RZ0477.The geoid height was determined by GEOID03.
 RZ0477
 RZ0477.The dynamic height is computed by dividing the NAVD 88
 RZ0477.geopotential number by the normal gravity value computed on the
 RZ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0477.degrees latitude (g = 980.6199 gals.).
 RZ0477
 RZ0477.The modeled gravity was interpolated from observed gravity values.
 RZ0477
 RZ0477;                    North         East    Units  Estimated Accuracy
 RZ0477;SPC ID W     -   575,370.      713,640.      MT  (+/- 180 meters Scaled)
 RZ0477
 RZ0477                          SUPERSEDED SURVEY CONTROL
 RZ0477
 RZ0477  NGVD 29 (??/??/92) 1057.400  (m)         3469.15   (f) ADJ UNCH    2 0
 RZ0477
 RZ0477.Superseded values are not recommended for survey control.
 RZ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0477.See file dsdata.txt to determine how the superseded data were derived.
 RZ0477
 RZ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM089873(NAD 83)
 RZ0477_MARKER: DB = BENCH MARK DISK
 RZ0477_SETTING: 80 = SET IN A BOULDER
 RZ0477_SP_SET: BOULDER
 RZ0477_STAMPING: L 350 1952
 RZ0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0477+STABILITY: SURFACE MOTION
 RZ0477
 RZ0477  HISTORY     - Date     Condition        Report By
 RZ0477  HISTORY     - 1952     MONUMENTED       CGS
 RZ0477
 RZ0477                          STATION DESCRIPTION
 RZ0477
 RZ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0477'7.4 MI S FROM POTLATCH.
 RZ0477'0.6 MILE EAST ALONG THE WASHINGTON, IDAHO, AND MONTANA RAILWAY FROM
 RZ0477'THE STATION AT POTLATCH, THENCE 6.8 MILES SOUTH ALONG A GRADED COUNTY
 RZ0477'ROAD, IN A SMALL CLEARING, ON THE SOUTH SLOPE OF A HILL, IN THE TOP OF
 RZ0477'A FLAT EMBEDED 3- X 5-FOOT BOULDER LEVEL WITH THE GROUND, 62 1/2 FEET
 RZ0477'NORTHWEST OF A FENCE CORNER POST, 37 FEET EAST OF A LONE 12-INCH PINE
 RZ0477'TREE, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET
 RZ0477'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0559 ***********************************************************************
 RZ0559  DESIGNATION -  L 351
 RZ0559  PID         -  RZ0559
 RZ0559  STATE/COUNTY-  ID/LATAH
 RZ0559  USGS QUAD   -  LITTLE BEAR RIDGE (1990)
 RZ0559
 RZ0559                         *CURRENT SURVEY CONTROL
 RZ0559  ___________________________________________________________________
 RZ0559* NAD 83(1986)-  46 37 46.     (N)    116 41 52.     (W)     SCALED    
 RZ0559* NAVD 88     -       663.494  (meters)    2176.81   (feet)  ADJUSTED  
 RZ0559  ___________________________________________________________________
 RZ0559  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 RZ0559  DYNAMIC HT  -         663.454 (meters)    2176.68  (feet)  COMP
 RZ0559  MODELED GRAV-     980,533.1   (mgal)                       NAVD 88
 RZ0559
 RZ0559  VERT ORDER  -  SECOND    CLASS 0
 RZ0559
 RZ0559.The horizontal coordinates were scaled from a topographic map and have
 RZ0559.an estimated accuracy of +/- 6 seconds.
 RZ0559
 RZ0559.The orthometric height was determined by differential leveling
 RZ0559.and adjusted by the National Geodetic Survey in June 1991..
 RZ0559
 RZ0559.The geoid height was determined by GEOID03.
 RZ0559
 RZ0559.The dynamic height is computed by dividing the NAVD 88
 RZ0559.geopotential number by the normal gravity value computed on the
 RZ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0559.degrees latitude (g = 980.6199 gals.).
 RZ0559
 RZ0559.The modeled gravity was interpolated from observed gravity values.
 RZ0559
 RZ0559;                    North         East    Units  Estimated Accuracy
 RZ0559;SPC ID W     -   551,840.      727,420.      MT  (+/- 180 meters Scaled)
 RZ0559
 RZ0559                          SUPERSEDED SURVEY CONTROL
 RZ0559
 RZ0559  NGVD 29 (??/??/92)  662.425  (m)         2173.31   (f) ADJ UNCH    2 0
 RZ0559
 RZ0559.Superseded values are not recommended for survey control.
 RZ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0559.See file dsdata.txt to determine how the superseded data were derived.
 RZ0559
 RZ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM231640(NAD 83)
 RZ0559_MARKER: DB = BENCH MARK DISK
 RZ0559_SETTING: 66 = SET IN ROCK OUTCROP
 RZ0559_SP_SET: ROCK CUT
 RZ0559_STAMPING: L 351 1952
 RZ0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ0559+STABILITY: POSITION/ELEVATION WELL
 RZ0559
 RZ0559  HISTORY     - Date     Condition        Report By
 RZ0559  HISTORY     - 1952     MONUMENTED       CGS
 RZ0559
 RZ0559                          STATION DESCRIPTION
 RZ0559
 RZ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 RZ0559'2.9 MI NW FROM KENDRICK.
 RZ0559'0.5 MILE SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RZ0559'AT KENDRICK, THENCE 2.4 MILES NORTHWEST ALONG THE KENDRICK-TROY COUNTY
 RZ0559'ROAD, SET VERTICALLY IN THE SOUTH FACE OF A ROCK CUT, 28 FEET NORTH OF
 RZ0559'THE CENTER LINE OF THE ROAD, AND ABOUT 5 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV0329 ***********************************************************************
 SV0329  DESIGNATION -  L 353
 SV0329  PID         -  SV0329
 SV0329  STATE/COUNTY-  ID/KOOTENAI
 SV0329  USGS QUAD   -  HARRISON (1996)
 SV0329
 SV0329                         *CURRENT SURVEY CONTROL
 SV0329  ___________________________________________________________________
 SV0329* NAD 83(1986)-  47 28 49.     (N)    116 48 17.     (W)     SCALED    
 SV0329* NAVD 88     -       716.222  (meters)    2349.80   (feet)  ADJUSTED  
 SV0329  ___________________________________________________________________
 SV0329  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 SV0329  DYNAMIC HT  -         716.239 (meters)    2349.86  (feet)  COMP
 SV0329  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 SV0329
 SV0329  VERT ORDER  -  SECOND    CLASS 0
 SV0329
 SV0329.The horizontal coordinates were scaled from a topographic map and have
 SV0329.an estimated accuracy of +/- 6 seconds.
 SV0329
 SV0329.The orthometric height was determined by differential leveling
 SV0329.and adjusted by the National Geodetic Survey in June 1991..
 SV0329
 SV0329.The geoid height was determined by GEOID03.
 SV0329
 SV0329.The dynamic height is computed by dividing the NAVD 88
 SV0329.geopotential number by the normal gravity value computed on the
 SV0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV0329.degrees latitude (g = 980.6199 gals.).
 SV0329
 SV0329.The modeled gravity was interpolated from observed gravity values.
 SV0329
 SV0329;                    North         East    Units  Estimated Accuracy
 SV0329;SPC ID W     -   646,530.      720,510.      MT  (+/- 180 meters Scaled)
 SV0329
 SV0329                          SUPERSEDED SURVEY CONTROL
 SV0329
 SV0329  NGVD 29 (??/??/92)  715.119  (m)         2346.19   (f) ADJ UNCH    2 0
 SV0329
 SV0329.Superseded values are not recommended for survey control.
 SV0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SV0329.See file dsdata.txt to determine how the superseded data were derived.
 SV0329
 SV0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN147585(NAD 83)
 SV0329_MARKER: DB = BENCH MARK DISK
 SV0329_SETTING: 66 = SET IN ROCK OUTCROP
 SV0329_SP_SET: OUTCROP
 SV0329_STAMPING: L 353 1952
 SV0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SV0329+STABILITY: POSITION/ELEVATION WELL
 SV0329
 SV0329  HISTORY     - Date     Condition        Report By
 SV0329  HISTORY     - 1952     MONUMENTED       CGS
 SV0329
 SV0329                          STATION DESCRIPTION
 SV0329
 SV0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SV0329'4.3 MI NW FROM HARRISON.
 SV0329'4.3 MILES NORTHWEST ALONG U. S. HIGHWAY 95 ALTERNATE FROM THE POST
 SV0329'OFFICE AT HARRISON, ON THE SOUTHEAST BANK OF A RAVINE, IN THE TOP OF
 SV0329'THE NORTHWEST END OF A LARGE OUTCROP, 78.8 FEET EAST OF THE NORTHEAST
 SV0329'END OF A 30 1/2 INCH CORRUGATED METAL PIPE CULVERT, 72 FEET NORTHEAST
 SV0329'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 20 FEET HIGHER THAN THE
 SV0329'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0477 ***********************************************************************
 OY0477  DESIGNATION -  L 36
 OY0477  PID         -  OY0477
 OY0477  STATE/COUNTY-  ID/CUSTER
 OY0477  USGS QUAD   -  DARLINGTON (1969)
 OY0477
 OY0477                         *CURRENT SURVEY CONTROL
 OY0477  ___________________________________________________________________
 OY0477* NAD 83(1986)-  43 51 52.     (N)    113 27 50.     (W)     SCALED    
 OY0477* NAVD 88     -      1733.250  (meters)    5686.50   (feet)  ADJUSTED  
 OY0477  ___________________________________________________________________
 OY0477  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 OY0477  DYNAMIC HT  -        1732.225 (meters)    5683.14  (feet)  COMP
 OY0477  MODELED GRAV-     979,966.4   (mgal)                       NAVD 88
 OY0477
 OY0477  VERT ORDER  -  SECOND    CLASS 0
 OY0477
 OY0477.The horizontal coordinates were scaled from a topographic map and have
 OY0477.an estimated accuracy of +/- 6 seconds.
 OY0477
 OY0477.The orthometric height was determined by differential leveling
 OY0477.and adjusted by the National Geodetic Survey in June 1991..
 OY0477
 OY0477.The geoid height was determined by GEOID03.
 OY0477
 OY0477.The dynamic height is computed by dividing the NAVD 88
 OY0477.geopotential number by the normal gravity value computed on the
 OY0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0477.degrees latitude (g = 980.6199 gals.).
 OY0477
 OY0477.The modeled gravity was interpolated from observed gravity values.
 OY0477
 OY0477;                    North         East    Units  Estimated Accuracy
 OY0477;SPC ID C     -   244,270.      543,100.      MT  (+/- 180 meters Scaled)
 OY0477
 OY0477                          SUPERSEDED SURVEY CONTROL
 OY0477
 OY0477  NGVD 29 (??/??/92) 1732.061  (m)         5682.60   (f) ADJ UNCH    2 0
 OY0477
 OY0477.Superseded values are not recommended for survey control.
 OY0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0477.See file dsdata.txt to determine how the superseded data were derived.
 OY0477
 OY0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP020597(NAD 83)
 OY0477_MARKER: DB = BENCH MARK DISK
 OY0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0477_STAMPING: L 36 1934
 OY0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0477+STABILITY: SURFACE MOTION
 OY0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0477+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2000
 OY0477
 OY0477  HISTORY     - Date     Condition        Report By
 OY0477  HISTORY     - 1934     MONUMENTED       CGS
 OY0477  HISTORY     - 1948     GOOD             NGS
 OY0477  HISTORY     - 1969     GOOD             USGS
 OY0477  HISTORY     - 20000406 GOOD             IDTD
 OY0477
 OY0477                          STATION DESCRIPTION
 OY0477
 OY0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0477'8.2 MI SE FROM MACKAY.
 OY0477'8.2 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0477'STATION AT MACKAY, CUSTER COUNTY, 0.3 MILE SOUTHEAST OF THE STATION
 OY0477'SIGN AT LESLIE, 180 FEET WEST OF MILEPOST 77, 80 FEET SOUTHEAST OF
 OY0477'CULVERT 77.06 UNDER THE TRACK, 42 FEET SOUTH OF THE CENTERLINE OF THE
 OY0477'TRACK, AND 2 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED L 36 1934
 OY0477'AND SET IN THE TOP OF A CONCRETE POST.
 OY0477
 OY0477                          STATION RECOVERY (1969)
 OY0477
 OY0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OY0477'RECOVERED IN GOOD CONDITION.
 OY0477
 OY0477                          STATION RECOVERY (2000)
 OY0477
 OY0477'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2000 (GDJ)
 OY0477'THE MARK IS RIGHT (NORTHEAST) OF US-93 MILEPOST 100.59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SU0606 ***********************************************************************
 SU0606  DESIGNATION -  L 360
 SU0606  PID         -  SU0606
 SU0606  STATE/COUNTY-  ID/SHOSHONE
 SU0606  USGS QUAD   -  BURKE (1996)
 SU0606
 SU0606                         *CURRENT SURVEY CONTROL
 SU0606  ___________________________________________________________________
 SU0606* NAD 83(1986)-  47 30 50.     (N)    115 51 13.     (W)     SCALED    
 SU0606* NAVD 88     -      1024.235  (meters)    3360.34   (feet)  ADJUSTED  
 SU0606  ___________________________________________________________________
 SU0606  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 SU0606  DYNAMIC HT  -        1024.159 (meters)    3360.09  (feet)  COMP
 SU0606  MODELED GRAV-     980,503.9   (mgal)                       NAVD 88
 SU0606
 SU0606  VERT ORDER  -  SECOND    CLASS 0
 SU0606
 SU0606.The horizontal coordinates were scaled from a topographic map and have
 SU0606.an estimated accuracy of +/- 6 seconds.
 SU0606
 SU0606.The orthometric height was determined by differential leveling
 SU0606.and adjusted by the National Geodetic Survey in June 1991..
 SU0606
 SU0606.The geoid height was determined by GEOID03.
 SU0606
 SU0606.The dynamic height is computed by dividing the NAVD 88
 SU0606.geopotential number by the normal gravity value computed on the
 SU0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SU0606.degrees latitude (g = 980.6199 gals.).
 SU0606
 SU0606.The modeled gravity was interpolated from observed gravity values.
 SU0606
 SU0606;                    North         East    Units  Estimated Accuracy
 SU0606;SPC ID W     -   649,730.      792,200.      MT  (+/- 180 meters Scaled)
 SU0606
 SU0606                          SUPERSEDED SURVEY CONTROL
 SU0606
 SU0606  NGVD 29 (??/??/92) 1023.053  (m)         3356.47   (f) ADJ UNCH    2 0
 SU0606
 SU0606.Superseded values are not recommended for survey control.
 SU0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SU0606.See file dsdata.txt to determine how the superseded data were derived.
 SU0606
 SU0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN863629(NAD 83)
 SU0606_MARKER: DB = BENCH MARK DISK
 SU0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SU0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SU0606_STAMPING: L 360 1952
 SU0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SU0606+STABILITY: SURFACE MOTION
 SU0606
 SU0606  HISTORY     - Date     Condition        Report By
 SU0606  HISTORY     - 1952     MONUMENTED       CGS
 SU0606
 SU0606                          STATION DESCRIPTION
 SU0606
 SU0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 SU0606'2.1 MI W FROM BURKE.
 SU0606'2.1 MILES WEST ALONG THE STATE HIGHWAY 4 FROM THE UNION PACIFIC
 SU0606'RAILROAD STATION AT BURKE, SHOSHONE COUNTY, AT THE WEST EDGE OF MACE,
 SU0606'AT A PICKET FENCE CORNER, 19.8 FEET SOUTHEAST OF THE CENTERLINE OF THE
 SU0606'HIGHWAY, 8.3 FEET SOUTH OF THE WEST CORNER OF A PICKET FENCE, 7.3 FEET
 SU0606'SOUTHWEST OF THE FENCE, 2.1 FEET NORTHWEST OF A WITNESS POST, LEVEL
 SU0606'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SU0606'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0340 ***********************************************************************
 RZ0340  DESIGNATION -  L 362
 RZ0340  PID         -  RZ0340
 RZ0340  STATE/COUNTY-  ID/NEZ PERCE
 RZ0340  USGS QUAD   -  LEWISTON ORCHARDS NORTH (1972)
 RZ0340
 RZ0340                         *CURRENT SURVEY CONTROL
 RZ0340  ___________________________________________________________________
 RZ0340* NAD 83(1986)-  46 26 31.     (N)    116 53 33.     (W)     SCALED    
 RZ0340* NAVD 88     -       238.429  (meters)     782.25   (feet)  ADJUSTED  
 RZ0340  ___________________________________________________________________
 RZ0340  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 RZ0340  DYNAMIC HT  -         238.425 (meters)     782.23  (feet)  COMP
 RZ0340  MODELED GRAV-     980,594.3   (mgal)                       NAVD 88
 RZ0340
 RZ0340  VERT ORDER  -  FIRST     CLASS II
 RZ0340
 RZ0340.The horizontal coordinates were scaled from a topographic map and have
 RZ0340.an estimated accuracy of +/- 6 seconds.
 RZ0340
 RZ0340.The orthometric height was determined by differential leveling
 RZ0340.and adjusted by the National Geodetic Survey in June 1991..
 RZ0340
 RZ0340.The geoid height was determined by GEOID03.
 RZ0340
 RZ0340.The dynamic height is computed by dividing the NAVD 88
 RZ0340.geopotential number by the normal gravity value computed on the
 RZ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0340.degrees latitude (g = 980.6199 gals.).
 RZ0340
 RZ0340.The modeled gravity was interpolated from observed gravity values.
 RZ0340
 RZ0340;                    North         East    Units  Estimated Accuracy
 RZ0340;SPC ID W     -   531,200.      712,210.      MT  (+/- 180 meters Scaled)
 RZ0340
 RZ0340                          SUPERSEDED SURVEY CONTROL
 RZ0340
 RZ0340  NGVD 29 (??/??/92)  237.431  (m)          778.97   (f) ADJ UNCH    1 2
 RZ0340
 RZ0340.Superseded values are not recommended for survey control.
 RZ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0340.See file dsdata.txt to determine how the superseded data were derived.
 RZ0340
 RZ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM082431(NAD 83)
 RZ0340_MARKER: DD = SURVEY DISK
 RZ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0340_STAMPING: L 362 1959
 RZ0340_MARK LOGO: IDPWD 
 RZ0340_PROJECTION: PROJECTING 23 CENTIMETERS
 RZ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0340+STABILITY: SURFACE MOTION
 RZ0340
 RZ0340  HISTORY     - Date     Condition        Report By
 RZ0340  HISTORY     - 1959     MONUMENTED       IDPWD
 RZ0340  HISTORY     - 1959     GOOD             DOD
 RZ0340  HISTORY     - 1980     GOOD             NGS
 RZ0340
 RZ0340                          STATION DESCRIPTION
 RZ0340
 RZ0340'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0340'7.4 MI E FROM LEWISTON.
 RZ0340'APPROXIMATELY 7.4 MILES EAST ALONG STATE HIGHWAY 95 FROM THE NEZ PERCE
 RZ0340'COUNTY COURTHOUSE AT LEWISTON, ON THE RIGHT BANK OF THE CLEARWATER
 RZ0340'RIVER, ABOUT 120 FEET EAST OF A 7- BY 5-FOOT CORRUGATED METAL PIPE
 RZ0340'CULVERT AND CATTLE UNDERPASS, 75 FEET SOUTHEAST OF THE CENTERLINE OF
 RZ0340'HIGHWAY 95, ON TOP OF THE RIGHT BANK OF THE RIVER, AND 1 FOOT NORTH OF
 RZ0340'A WHITE 2- BY 2-INCH WOODEN WITNESS POST.  A STATE OF IDAHO HIGHWAY
 RZ0340'BRASS BOUNDARY MARKER SET IN THE TOP OF A CONCRETE POST.
 RZ0340
 RZ0340                          STATION RECOVERY (1980)
 RZ0340
 RZ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0340'7.2 KILOMETERS (4.5 MILES) WEST ALONG U.S. HIGHWAY 12 AND 95 FROM
 RZ0340'THE NORTHEAST END OF THE CAMAS PRAIRIE RAILWAY BRIDGE OVER THE
 RZ0340'CLEARWATER RIVER IN SPALDING, 0.3 KILOMETER (0.2 MILE) EAST OF
 RZ0340'HIGHWAY MILEPOST 307, 22.9 METERS (75.0 FEET) SOUTH OF THE CENTERLINE
 RZ0340'OF THE HIGHWAY, 59.5 METERS (195 FEET) EAST OF THE EAST LEG FOR THE
 RZ0340'COYOTES FISHNET HISTORICAL MARKER AT A HIGHWAY PULLOUT, 57.0 METERS
 RZ0340'(187 FEET) EAST OF THE SOUTHWEST END OF A STEEL GUARDRAIL, 36.6
 RZ0340'METERS (120 FEET) EAST OF A 1.5 X 2.1 METER (5 X 7 FOOT) STEEL
 RZ0340'PIPE CULVERT USED FOR A CATTLE UNDERPASS.
 RZ0340'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RZ0340'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ0391 ***********************************************************************
 RZ0391  DESIGNATION -  L 363
 RZ0391  PID         -  RZ0391
 RZ0391  STATE/COUNTY-  ID/NEZ PERCE
 RZ0391  USGS QUAD   -  LENORE (1990)
 RZ0391
 RZ0391                         *CURRENT SURVEY CONTROL
 RZ0391  ___________________________________________________________________
 RZ0391* NAD 83(1986)-  46 31 21.     (N)    116 37 07.     (W)     SCALED    
 RZ0391* NAVD 88     -       275.112  (meters)     902.60   (feet)  ADJUSTED  
 RZ0391  ___________________________________________________________________
 RZ0391  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 RZ0391  DYNAMIC HT  -         275.111 (meters)     902.59  (feet)  COMP
 RZ0391  MODELED GRAV-     980,604.6   (mgal)                       NAVD 88
 RZ0391
 RZ0391  VERT ORDER  -  SECOND    CLASS 0
 RZ0391
 RZ0391.The horizontal coordinates were scaled from a topographic map and have
 RZ0391.an estimated accuracy of +/- 6 seconds.
 RZ0391
 RZ0391.The orthometric height was determined by differential leveling
 RZ0391.and adjusted by the National Geodetic Survey in June 1991..
 RZ0391
 RZ0391.The geoid height was determined by GEOID03.
 RZ0391
 RZ0391.The dynamic height is computed by dividing the NAVD 88
 RZ0391.geopotential number by the normal gravity value computed on the
 RZ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ0391.degrees latitude (g = 980.6199 gals.).
 RZ0391
 RZ0391.The modeled gravity was interpolated from observed gravity values.
 RZ0391
 RZ0391;                    North         East    Units  Estimated Accuracy
 RZ0391;SPC ID W     -   539,880.      733,360.      MT  (+/- 180 meters Scaled)
 RZ0391
 RZ0391                          SUPERSEDED SURVEY CONTROL
 RZ0391
 RZ0391  NGVD 29 (??/??/92)  274.109  (m)          899.31   (f) ADJ UNCH    2 0
 RZ0391
 RZ0391.Superseded values are not recommended for survey control.
 RZ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RZ0391.See file dsdata.txt to determine how the superseded data were derived.
 RZ0391
 RZ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM292521(NAD 83)
 RZ0391_MARKER: DD = SURVEY DISK
 RZ0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RZ0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RZ0391_STAMPING: L 363 1959
 RZ0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ0391+STABILITY: SURFACE MOTION
 RZ0391
 RZ0391  HISTORY     - Date     Condition        Report By
 RZ0391  HISTORY     - 1959     MONUMENTED       DOD
 RZ0391  HISTORY     - 1980     MARK NOT FOUND   NGS
 RZ0391
 RZ0391                          STATION DESCRIPTION
 RZ0391
 RZ0391'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 RZ0391'24.56 MI E FROM LEWISTON.
 RZ0391'APPROXIMATELY 24.56 MILES EAST ALONG STATE HIGHWAYS 95 AND 9 FROM THE
 RZ0391'NEZ PERCE COUNTY COURTHOUSE AT LEWISTON, ON THE LEFT BANK OF THE
 RZ0391'CLEARWATER RIVER, ABOUT 300 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 RZ0391'A BARN WITH A STEEP ROOF, 34 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 RZ0391'9, 25 FEET NORTH OF A FENCE, 3 FEET EAST OF A 2- BY 2-INCH WHITE
 RZ0391'WOODEN WITNESS POST.  A STANDARD CORPS OF ENGINEERS BRONZE MARKER SET
 RZ0391'IN THE TOP OF A CONCRETE POST.
 RZ0391
 RZ0391                          STATION RECOVERY (1980)
 RZ0391
 RZ0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RZ0391'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0339 ***********************************************************************
 RY0339  DESIGNATION -  L 365
 RY0339  PID         -  RY0339
 RY0339  STATE/COUNTY-  ID/IDAHO
 RY0339  USGS QUAD   -  STILLMAN POINT (1995)
 RY0339
 RY0339                         *CURRENT SURVEY CONTROL
 RY0339  ___________________________________________________________________
 RY0339* NAD 83(1986)-  46 05 14.     (N)    115 27 51.     (W)     SCALED    
 RY0339* NAVD 88     -       484.292  (meters)    1588.88   (feet)  ADJUSTED  
 RY0339  ___________________________________________________________________
 RY0339  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 RY0339  DYNAMIC HT  -         484.220 (meters)    1588.65  (feet)  COMP
 RY0339  MODELED GRAV-     980,454.0   (mgal)                       NAVD 88
 RY0339
 RY0339  VERT ORDER  -  SECOND    CLASS 0
 RY0339
 RY0339.The horizontal coordinates were scaled from a topographic map and have
 RY0339.an estimated accuracy of +/- 6 seconds.
 RY0339
 RY0339.The orthometric height was determined by differential leveling
 RY0339.and adjusted by the National Geodetic Survey in June 1991..
 RY0339
 RY0339.The geoid height was determined by GEOID03.
 RY0339
 RY0339.The dynamic height is computed by dividing the NAVD 88
 RY0339.geopotential number by the normal gravity value computed on the
 RY0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0339.degrees latitude (g = 980.6199 gals.).
 RY0339
 RY0339.The modeled gravity was interpolated from observed gravity values.
 RY0339
 RY0339;                    North         East    Units  Estimated Accuracy
 RY0339;SPC ID W     -   491,170.      822,110.      MT  (+/- 180 meters Scaled)
 RY0339
 RY0339                          SUPERSEDED SURVEY CONTROL
 RY0339
 RY0339  NGVD 29 (??/??/92)  483.176  (m)         1585.22   (f) ADJ UNCH    2 0
 RY0339
 RY0339.Superseded values are not recommended for survey control.
 RY0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0339.See file dsdata.txt to determine how the superseded data were derived.
 RY0339
 RY0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM187048(NAD 83)
 RY0339_MARKER: DB = BENCH MARK DISK
 RY0339_SETTING: 80 = SET IN A BOULDER
 RY0339_STAMPING: L 365 1965
 RY0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0339+STABILITY: SURFACE MOTION
 RY0339
 RY0339  HISTORY     - Date     Condition        Report By
 RY0339  HISTORY     - 1965     MONUMENTED       CGS
 RY0339
 RY0339                          STATION DESCRIPTION
 RY0339
 RY0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0339'9.7 MI SE FROM LOWELL.
 RY0339'9.7 MILES SOUTHEAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF
 RY0339'U.S. HIGHWAY 12 AT LOWELL, IN THE TOP OF A 3- BY-5-FOOT BOULDER, 174
 RY0339'FEET EAST OF THE CENTER OF THE JUNCTION OF THE ENTRANCE ROAD TO A CAMP
 RY0339'GROUND, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET
 RY0339'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0367 ***********************************************************************
 RY0367  DESIGNATION -  L 366
 RY0367  PID         -  RY0367
 RY0367  STATE/COUNTY-  ID/IDAHO
 RY0367  USGS QUAD   -  MINK PEAK (1995)
 RY0367
 RY0367                         *CURRENT SURVEY CONTROL
 RY0367  ___________________________________________________________________
 RY0367* NAD 83(1986)-  46 05 42.     (N)    115 05 18.     (W)     SCALED    
 RY0367* NAVD 88     -       619.504  (meters)    2032.49   (feet)  ADJUSTED  
 RY0367  ___________________________________________________________________
 RY0367  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 RY0367  DYNAMIC HT  -         619.279 (meters)    2031.75  (feet)  COMP
 RY0367  MODELED GRAV-     980,238.0   (mgal)                       NAVD 88
 RY0367
 RY0367  VERT ORDER  -  SECOND    CLASS 0
 RY0367
 RY0367.The horizontal coordinates were scaled from a topographic map and have
 RY0367.an estimated accuracy of +/- 6 seconds.
 RY0367
 RY0367.The orthometric height was determined by differential leveling
 RY0367.and adjusted by the National Geodetic Survey in June 1991..
 RY0367
 RY0367.The geoid height was determined by GEOID03.
 RY0367
 RY0367.The dynamic height is computed by dividing the NAVD 88
 RY0367.geopotential number by the normal gravity value computed on the
 RY0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0367.degrees latitude (g = 980.6199 gals.).
 RY0367
 RY0367.The modeled gravity was interpolated from observed gravity values.
 RY0367
 RY0367;                    North         East    Units  Estimated Accuracy
 RY0367;SPC ID W     -   492,210.      851,160.      MT  (+/- 180 meters Scaled)
 RY0367
 RY0367                          SUPERSEDED SURVEY CONTROL
 RY0367
 RY0367  NGVD 29 (??/??/92)  618.243  (m)         2028.35   (f) ADJ UNCH    2 0
 RY0367
 RY0367.Superseded values are not recommended for survey control.
 RY0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0367.See file dsdata.txt to determine how the superseded data were derived.
 RY0367
 RY0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM477063(NAD 83)
 RY0367_MARKER: DB = BENCH MARK DISK
 RY0367_SETTING: 66 = SET IN ROCK OUTCROP
 RY0367_SP_SET: OUTCROP
 RY0367_STAMPING: L 366 1965
 RY0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0367+STABILITY: POSITION/ELEVATION WELL
 RY0367
 RY0367  HISTORY     - Date     Condition        Report By
 RY0367  HISTORY     - 1965     MONUMENTED       CGS
 RY0367
 RY0367                          STATION DESCRIPTION
 RY0367
 RY0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0367'31.3 MI E FROM LOWELL.
 RY0367'19.6 MILES EAST ALONG THE SELWAY RIVER ROAD FROM THE JUNCTION OF U.S.
 RY0367'HIGHWAY 12 AT LOWELL, THENCE 11.7 MILES EAST ALONG THE SELWAY RIVER
 RY0367'TRAIL, IN THE TOP OF A 15- BY 20-FOOT OUTCROP WHICH IS ON A
 RY0367'NORTH-SOUTH RIDGE, 7 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, ABOUT
 RY0367'100 FEET HIGHER THAN THE RIVER, AND ABOUT LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0195 ***********************************************************************
 RY0195  DESIGNATION -  L 367
 RY0195  PID         -  RY0195
 RY0195  STATE/COUNTY-  ID/IDAHO
 RY0195  USGS QUAD   -  FREEMAN PEAK (1995)
 RY0195
 RY0195                         *CURRENT SURVEY CONTROL
 RY0195  ___________________________________________________________________
 RY0195* NAD 83(1986)-  46 12 05.     (N)    114 46 21.     (W)     SCALED    
 RY0195* NAVD 88     -       858.461  (meters)    2816.47   (feet)  ADJUSTED  
 RY0195  ___________________________________________________________________
 RY0195  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 RY0195  DYNAMIC HT  -         858.134 (meters)    2815.39  (feet)  COMP
 RY0195  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 RY0195
 RY0195  VERT ORDER  -  SECOND    CLASS 0
 RY0195
 RY0195.The horizontal coordinates were scaled from a topographic map and have
 RY0195.an estimated accuracy of +/- 6 seconds.
 RY0195
 RY0195.The orthometric height was determined by differential leveling
 RY0195.and adjusted by the National Geodetic Survey in June 1991..
 RY0195
 RY0195.The geoid height was determined by GEOID03.
 RY0195
 RY0195.The dynamic height is computed by dividing the NAVD 88
 RY0195.geopotential number by the normal gravity value computed on the
 RY0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0195.degrees latitude (g = 980.6199 gals.).
 RY0195
 RY0195.The modeled gravity was interpolated from observed gravity values.
 RY0195
 RY0195;                    North         East    Units  Estimated Accuracy
 RY0195;SPC ID W     -   504,290.      875,440.      MT  (+/- 180 meters Scaled)
 RY0195
 RY0195                          SUPERSEDED SURVEY CONTROL
 RY0195
 RY0195  NGVD 29 (??/??/92)  857.159  (m)         2812.20   (f) ADJ UNCH    2 0
 RY0195
 RY0195.Superseded values are not recommended for survey control.
 RY0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0195.See file dsdata.txt to determine how the superseded data were derived.
 RY0195
 RY0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM718188(NAD 83)
 RY0195_MARKER: DB = BENCH MARK DISK
 RY0195_SETTING: 80 = SET IN A BOULDER
 RY0195_STAMPING: L 367 1965
 RY0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0195+STABILITY: SURFACE MOTION
 RY0195
 RY0195  HISTORY     - Date     Condition        Report By
 RY0195  HISTORY     - 1965     MONUMENTED       CGS
 RY0195
 RY0195                          STATION DESCRIPTION
 RY0195
 RY0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0195'11.2 MI NE FROM MOOSE CREEK.
 RY0195'11.2 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0195'RANGER STATION AT MOOSE CREEK, IN THE TOP OF A 3- BY 5-FOOT BOULDER, 4
 RY0195'FEET NORTH OF THE CENTER LINE OF THE TRAIL, AND ABOUT 3 FEET HIGHER
 RY0195'THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0125 ***********************************************************************
 RY0125  DESIGNATION -  L 368
 RY0125  PID         -  RY0125
 RY0125  STATE/COUNTY-  ID/IDAHO
 RY0125  USGS QUAD   -  SADDLE MTN (1987)
 RY0125
 RY0125                         *CURRENT SURVEY CONTROL
 RY0125  ___________________________________________________________________
 RY0125* NAD 83(1986)-  46 14 06.     (N)    114 30 32.     (W)     SCALED    
 RY0125* NAVD 88     -      1476.711  (meters)    4844.84   (feet)  ADJUSTED  
 RY0125  ___________________________________________________________________
 RY0125  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 RY0125  DYNAMIC HT  -        1476.004 (meters)    4842.52  (feet)  COMP
 RY0125  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 RY0125
 RY0125  VERT ORDER  -  SECOND    CLASS 0
 RY0125
 RY0125.The horizontal coordinates were scaled from a topographic map and have
 RY0125.an estimated accuracy of +/- 6 seconds.
 RY0125
 RY0125.The orthometric height was determined by differential leveling
 RY0125.and adjusted by the National Geodetic Survey in June 1991..
 RY0125
 RY0125.The geoid height was determined by GEOID03.
 RY0125
 RY0125.The dynamic height is computed by dividing the NAVD 88
 RY0125.geopotential number by the normal gravity value computed on the
 RY0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0125.degrees latitude (g = 980.6199 gals.).
 RY0125
 RY0125.The modeled gravity was interpolated from observed gravity values.
 RY0125
 RY0125;                    North         East    Units  Estimated Accuracy
 RY0125;SPC ID W     -   508,310.      895,730.      MT  (+/- 180 meters Scaled)
 RY0125
 RY0125                          SUPERSEDED SURVEY CONTROL
 RY0125
 RY0125  NGVD 29 (??/??/92) 1475.282  (m)         4840.15   (f) ADJ UNCH    2 0
 RY0125
 RY0125.Superseded values are not recommended for survey control.
 RY0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0125.See file dsdata.txt to determine how the superseded data were derived.
 RY0125
 RY0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM920231(NAD 83)
 RY0125_MARKER: DB = BENCH MARK DISK
 RY0125_SETTING: 80 = SET IN A BOULDER
 RY0125_STAMPING: L 368 1965
 RY0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0125+STABILITY: SURFACE MOTION
 RY0125
 RY0125  HISTORY     - Date     Condition        Report By
 RY0125  HISTORY     - 1965     MONUMENTED       CGS
 RY0125
 RY0125                          STATION DESCRIPTION
 RY0125
 RY0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RY0125'31.6 MI NE FROM MOOSE CREEK.
 RY0125'13.4 MILES NORTHEAST ALONG MOOSE CREEK TRAIL FROM THE MOOSE CREEK
 RY0125'RANGER STATION AT MOOSE CREEK, THENCE 18.2 MILES NORTHEAST ALONG EAST
 RY0125'FORK MOOSE CREEK TRAIL, ON THE NORTHEAST SLOPE OF A HILL, IN THE TOP
 RY0125'OF A 6- BY 8-FOOT BOULDER, 2 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 RY0125'THE TRAIL, AND ABOUT 2 1/2 FEET HIGHER THAN THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0379 ***********************************************************************
 OY0379  DESIGNATION -  L 37
 OY0379  PID         -  OY0379
 OY0379  STATE/COUNTY-  ID/BINGHAM
 OY0379  USGS QUAD   -  ATOMIC CITY (1973)
 OY0379
 OY0379                         *CURRENT SURVEY CONTROL
 OY0379  ___________________________________________________________________
 OY0379* NAD 83(1986)-  43 22 55.     (N)    112 47 20.     (W)     SCALED    
 OY0379* NAVD 88     -      1509.341  (meters)    4951.90   (feet)  ADJUSTED  
 OY0379  ___________________________________________________________________
 OY0379  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 OY0379  DYNAMIC HT  -        1508.540 (meters)    4949.27  (feet)  COMP
 OY0379  MODELED GRAV-     980,035.4   (mgal)                       NAVD 88
 OY0379
 OY0379  VERT ORDER  -  SECOND    CLASS 0
 OY0379
 OY0379.The horizontal coordinates were scaled from a topographic map and have
 OY0379.an estimated accuracy of +/- 6 seconds.
 OY0379
 OY0379.The orthometric height was determined by differential leveling
 OY0379.and adjusted by the National Geodetic Survey in June 1991..
 OY0379.WARNING-Repeat measurements at this control monument indicate possible
 OY0379.vertical movement.
 OY0379
 OY0379.The geoid height was determined by GEOID03.
 OY0379
 OY0379.The dynamic height is computed by dividing the NAVD 88
 OY0379.geopotential number by the normal gravity value computed on the
 OY0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0379.degrees latitude (g = 980.6199 gals.).
 OY0379
 OY0379.The modeled gravity was interpolated from observed gravity values.
 OY0379
 OY0379;                    North         East    Units  Estimated Accuracy
 OY0379;SPC ID E     -   190,720.      149,580.      MT  (+/- 180 meters Scaled)
 OY0379
 OY0379                          SUPERSEDED SURVEY CONTROL
 OY0379
 OY0379  NGVD 29 (??/??/92) 1508.295  (m)         4948.46   (f) ADJ UNCH    2 0
 OY0379
 OY0379.Superseded values are not recommended for survey control.
 OY0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0379.See file dsdata.txt to determine how the superseded data were derived.
 OY0379
 OY0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP550047(NAD 83)
 OY0379_MARKER: DB = BENCH MARK DISK
 OY0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0379_STAMPING: L 37 1934
 OY0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0379+STABILITY: SURFACE MOTION
 OY0379
 OY0379  HISTORY     - Date     Condition        Report By
 OY0379  HISTORY     - 1934     MONUMENTED       CGS
 OY0379  HISTORY     - 1948     GOOD             NGS
 OY0379  HISTORY     - 19920617 MARK NOT FOUND   NGS
 OY0379
 OY0379                          STATION DESCRIPTION
 OY0379
 OY0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OY0379'26.9 MI NW FROM BLACKFOOT.
 OY0379'26.9 MILES NORTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM THE
 OY0379'STATION AT BLACKFOOT, BINGHAM COUNTY, 870 FEET EAST OF THE CENTERLINE
 OY0379'OF CULVERT 27.03 UNDER THE TRACK, 540 FEET EAST OF MILEPOST 27, 3 FEET
 OY0379'WEST OF THE THIRD POLE EAST OF THE MILEPOST, AND 42 FEET NORTH OF THE
 OY0379'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 37 1934 AND SET
 OY0379'IN THE TOP OF A CONCRETE POST.
 OY0379
 OY0379                          STATION RECOVERY (1992)
 OY0379
 OY0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0379'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0568 ***********************************************************************
 PY0568  DESIGNATION -  L 371
 PY0568  PID         -  PY0568
 PY0568  STATE/COUNTY-  ID/CLARK
 PY0568  USGS QUAD   -  ANTELOPE VALLEY (1972)
 PY0568
 PY0568                         *CURRENT SURVEY CONTROL
 PY0568  ___________________________________________________________________
 PY0568* NAD 83(1986)-  44 25 16.     (N)    111 47 13.     (W)     SCALED    
 PY0568* NAVD 88     -      1955.185  (meters)    6414.64   (feet)  POSTED    
 PY0568  ___________________________________________________________________
 PY0568  GEOID HEIGHT-          -9.64  (meters)                     GEOID03
 PY0568  DYNAMIC HT  -        1954.110 (meters)    6411.11  (feet)  COMP
 PY0568  MODELED GRAV-     979,997.2   (mgal)                       NAVD 88
 PY0568
 PY0568  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0568
 PY0568.The horizontal coordinates were scaled from a topographic map and have
 PY0568.an estimated accuracy of +/- 6 seconds.
 PY0568
 PY0568.The orthometric height was determined by differential leveling
 PY0568.and adjusted by the National Geodetic Survey in 1992..
 PY0568.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0568.rate of 0.0 thru 1.0 mm/km.
 PY0568
 PY0568.The geoid height was determined by GEOID03.
 PY0568
 PY0568.The dynamic height is computed by dividing the NAVD 88
 PY0568.geopotential number by the normal gravity value computed on the
 PY0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0568.degrees latitude (g = 980.6199 gals.).
 PY0568
 PY0568.The modeled gravity was interpolated from observed gravity values.
 PY0568
 PY0568;                    North         East    Units  Estimated Accuracy
 PY0568;SPC ID E     -   306,060.      230,240.      MT  (+/- 180 meters Scaled)
 PY0568
 PY0568                          SUPERSEDED SURVEY CONTROL
 PY0568
 PY0568  NGVD 29 (??/??/92) 1953.928  (m)         6410.51   (f) ADJ UNCH    1 2
 PY0568
 PY0568.Superseded values are not recommended for survey control.
 PY0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0568.See file dsdata.txt to determine how the superseded data were derived.
 PY0568
 PY0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ373189(NAD 83)
 PY0568_MARKER: DB = BENCH MARK DISK
 PY0568_SETTING: 66 = SET IN ROCK OUTCROP
 PY0568_SP_SET: LAVA OUTCROP
 PY0568_STAMPING: L 371 1965
 PY0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0568+STABILITY: POSITION/ELEVATION WELL
 PY0568
 PY0568  HISTORY     - Date     Condition        Report By
 PY0568  HISTORY     - 1965     MONUMENTED       CGS
 PY0568  HISTORY     - 1967     GOOD             NGS
 PY0568
 PY0568                          STATION DESCRIPTION
 PY0568
 PY0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 PY0568'7.2 MI E FROM KILGORE.
 PY0568'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0568'6.4 MILES EAST ALONG A COUNTY ROAD, ABOUT 300 FEET WEST OF THE CENTER
 PY0568'OF A CURVE, AT THE NORTHWEST SIDE OF A LAVA COVERED HILL, IN THE TOP
 PY0568'OF A LAVA OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 37
 PY0568'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8.3 FEET SOUTH OF A WITNESS
 PY0568'POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0552 ***********************************************************************
 PY0552  DESIGNATION -  L 372
 PY0552  PID         -  PY0552
 PY0552  STATE/COUNTY-  ID/FREMONT
 PY0552  USGS QUAD   -  BIG GRASSY RIDGE SE (1972)
 PY0552
 PY0552                         *CURRENT SURVEY CONTROL
 PY0552  ___________________________________________________________________
 PY0552* NAD 83(1986)-  44 01 49.     (N)    111 47 49.     (W)     SCALED    
 PY0552* NAVD 88     -      1549.559  (meters)    5083.84   (feet)  POSTED    
 PY0552  ___________________________________________________________________
 PY0552  GEOID HEIGHT-         -10.75  (meters)                     GEOID03
 PY0552  DYNAMIC HT  -        1548.800 (meters)    5081.35  (feet)  COMP
 PY0552  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 PY0552
 PY0552  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0552
 PY0552.The horizontal coordinates were scaled from a topographic map and have
 PY0552.an estimated accuracy of +/- 6 seconds.
 PY0552
 PY0552.The orthometric height was determined by differential leveling
 PY0552.and adjusted by the National Geodetic Survey in 1992..
 PY0552.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0552.rate of 0.0 thru 1.0 mm/km.
 PY0552
 PY0552.The geoid height was determined by GEOID03.
 PY0552
 PY0552.The dynamic height is computed by dividing the NAVD 88
 PY0552.geopotential number by the normal gravity value computed on the
 PY0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0552.degrees latitude (g = 980.6199 gals.).
 PY0552
 PY0552.The modeled gravity was interpolated from observed gravity values.
 PY0552
 PY0552;                    North         East    Units  Estimated Accuracy
 PY0552;SPC ID E     -   262,630.      229,640.      MT  (+/- 180 meters Scaled)
 PY0552
 PY0552                          SUPERSEDED SURVEY CONTROL
 PY0552
 PY0552  NGVD 29 (??/??/92) 1548.501  (m)         5080.37   (f) ADJ UNCH    1 2
 PY0552
 PY0552.Superseded values are not recommended for survey control.
 PY0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0552.See file dsdata.txt to determine how the superseded data were derived.
 PY0552
 PY0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP361755(NAD 83)
 PY0552_MARKER: DB = BENCH MARK DISK
 PY0552_SETTING: 66 = SET IN ROCK OUTCROP
 PY0552_SP_SET: LAVA OUTCROP
 PY0552_STAMPING: L 372 1967
 PY0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0552+STABILITY: POSITION/ELEVATION WELL
 PY0552
 PY0552  HISTORY     - Date     Condition        Report By
 PY0552  HISTORY     - 1967     MONUMENTED       CGS
 PY0552
 PY0552                          STATION DESCRIPTION
 PY0552
 PY0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0552'6.85 MI N FROM PARKER.
 PY0552'0.1 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT PARKER, THENCE
 PY0552'1.0 MILE WEST ALONG A COUNTY ROAD, THENCE 5.75 MILES NORTH ALONG A
 PY0552'COUNTY ROAD, 0.15 MILE NORTH OF A STEEL CATTLEGUARD, NEAR A SUMMIT, IN
 PY0552'THE TOP OF A 6 1/2- BY 9-FOOT LAVA OUTCROP PROJECTING ABOUT 1/2 FOOT,
 PY0552'63 FEET WEST OF THE CENTER LINE OF THE ROAD, 29.6 FEET WEST OF A
 PY0552'WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0561 ***********************************************************************
 PY0561  DESIGNATION -  L 373
 PY0561  PID         -  PY0561
 PY0561  STATE/COUNTY-  ID/CLARK
 PY0561  USGS QUAD   -  KILGORE (1972)
 PY0561
 PY0561                         *CURRENT SURVEY CONTROL
 PY0561  ___________________________________________________________________
 PY0561* NAD 83(1986)-  44 23 23.     (N)    111 54 07.     (W)     SCALED    
 PY0561* NAVD 88     -      1925.734  (meters)    6318.01   (feet)  POSTED    
 PY0561  ___________________________________________________________________
 PY0561  GEOID HEIGHT-          -9.88  (meters)                     GEOID03
 PY0561  DYNAMIC HT  -        1924.670 (meters)    6314.52  (feet)  COMP
 PY0561  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 PY0561
 PY0561  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0561
 PY0561.The horizontal coordinates were scaled from a topographic map and have
 PY0561.an estimated accuracy of +/- 6 seconds.
 PY0561
 PY0561.The orthometric height was determined by differential leveling
 PY0561.and adjusted by the National Geodetic Survey in 1992..
 PY0561.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0561.rate of 0.0 thru 1.0 mm/km.
 PY0561
 PY0561.The geoid height was determined by GEOID03.
 PY0561
 PY0561.The dynamic height is computed by dividing the NAVD 88
 PY0561.geopotential number by the normal gravity value computed on the
 PY0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0561.degrees latitude (g = 980.6199 gals.).
 PY0561
 PY0561.The modeled gravity was interpolated from observed gravity values.
 PY0561
 PY0561;                    North         East    Units  Estimated Accuracy
 PY0561;SPC ID E     -   302,530.      221,090.      MT  (+/- 180 meters Scaled)
 PY0561
 PY0561                          SUPERSEDED SURVEY CONTROL
 PY0561
 PY0561  NGVD 29 (??/??/92) 1924.481  (m)         6313.90   (f) ADJ UNCH    1 2
 PY0561
 PY0561.Superseded values are not recommended for survey control.
 PY0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0561.See file dsdata.txt to determine how the superseded data were derived.
 PY0561
 PY0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ281155(NAD 83)
 PY0561_MARKER: DB = BENCH MARK DISK
 PY0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0561_SP_SET: BRIDGE CURB
 PY0561_STAMPING: L 373 1967
 PY0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0561
 PY0561  HISTORY     - Date     Condition        Report By
 PY0561  HISTORY     - 1967     MONUMENTED       CGS
 PY0561
 PY0561                          STATION DESCRIPTION
 PY0561
 PY0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PY0561'1.2 MI S FROM KILGORE.
 PY0561'0.8 MILE SOUTH ALONG A COUNTY ROAD FROM THE STORE AT KILGORE, THENCE
 PY0561'0.4 MILE WEST ALONG A COUNTY ROAD, IN THE TOP AND 1.2 FEET EAST OF THE
 PY0561'WEST END OF THE NORTH CONCRETE CURB OF A CONCRETE BRIDGE OVER CAMAS
 PY0561'CREEK, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2
 PY0561'FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0163 ***********************************************************************
 PZ0163  DESIGNATION -  L 374
 PZ0163  PID         -  PZ0163
 PZ0163  STATE/COUNTY-  ID/CLARK
 PZ0163  USGS QUAD   -  SPENCER NORTH (1972)
 PZ0163
 PZ0163                         *CURRENT SURVEY CONTROL
 PZ0163  ___________________________________________________________________
 PZ0163* NAD 83(1986)-  44 27 49.     (N)    112 13 28.     (W)     SCALED    
 PZ0163* NAVD 88     -      1982.135  (meters)    6503.05   (feet)  ADJUSTED  
 PZ0163  ___________________________________________________________________
 PZ0163  GEOID HEIGHT-          -9.95  (meters)                     GEOID03
 PZ0163  DYNAMIC HT  -        1981.013 (meters)    6499.37  (feet)  COMP
 PZ0163  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 PZ0163
 PZ0163  VERT ORDER  -  FIRST     CLASS II
 PZ0163
 PZ0163.The horizontal coordinates were scaled from a topographic map and have
 PZ0163.an estimated accuracy of +/- 6 seconds.
 PZ0163
 PZ0163.The orthometric height was determined by differential leveling
 PZ0163.and adjusted by the National Geodetic Survey in June 1991..
 PZ0163
 PZ0163.The geoid height was determined by GEOID03.
 PZ0163
 PZ0163.The dynamic height is computed by dividing the NAVD 88
 PZ0163.geopotential number by the normal gravity value computed on the
 PZ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0163.degrees latitude (g = 980.6199 gals.).
 PZ0163
 PZ0163.The modeled gravity was interpolated from observed gravity values.
 PZ0163
 PZ0163;                    North         East    Units  Estimated Accuracy
 PZ0163;SPC ID E     -   310,710.      195,400.      MT  (+/- 180 meters Scaled)
 PZ0163
 PZ0163                          SUPERSEDED SURVEY CONTROL
 PZ0163
 PZ0163  NGVD 29 (??/??/92) 1980.826  (m)         6498.76   (f) ADJ UNCH    1 2
 PZ0163
 PZ0163.Superseded values are not recommended for survey control.
 PZ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0163.See file dsdata.txt to determine how the superseded data were derived.
 PZ0163
 PZ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ025240(NAD 83)
 PZ0163_MARKER: DB = BENCH MARK DISK
 PZ0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PZ0163_SP_SET: ABUTMENT
 PZ0163_STAMPING: L 374 1967
 PZ0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0163
 PZ0163  HISTORY     - Date     Condition        Report By
 PZ0163  HISTORY     - 1967     MONUMENTED       CGS
 PZ0163
 PZ0163                          STATION DESCRIPTION
 PZ0163
 PZ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PZ0163'1.9 MI S FROM HUMPHREY.
 PZ0163'1.9 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 PZ0163'HUMPHREY, AT THE JUNCTION OF A GRAVELED ROAD SOUTHWEST, SET VERTICALLY
 PZ0163'IN THE NORTHWEST FACE OF THE SOUTHEAST CONCRETE ABUTMENT OF A CONCRETE
 PZ0163'UNDERPASS UNDER INTERSTATE HIGHWAY 15, 0.5 FOOT SOUTHWEST OF THE
 PZ0163'NORTHEAST END OF THE ABUTMENT, 160 FEET SOUTHWEST OF THE CENTER LINE
 PZ0163'OF THE ROAD, 7 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD,
 PZ0163'AND ABOUT 2 FEET HIGHER THAN THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0055 ***********************************************************************
 NU0055  DESIGNATION -  L 375
 NU0055  PID         -  NU0055
 NU0055  STATE/COUNTY-  ID/BANNOCK
 NU0055  USGS QUAD   -  ARIMO (1968)
 NU0055
 NU0055                         *CURRENT SURVEY CONTROL
 NU0055  ___________________________________________________________________
 NU0055* NAD 83(1986)-  42 32 13.     (N)    112 09 54.     (W)     SCALED    
 NU0055* NAVD 88     -      1443.697  (meters)    4736.53   (feet)  ADJUSTED  
 NU0055  ___________________________________________________________________
 NU0055  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NU0055  DYNAMIC HT  -        1442.770 (meters)    4733.49  (feet)  COMP
 NU0055  MODELED GRAV-     979,928.9   (mgal)                       NAVD 88
 NU0055  OBS GRAVITY -     979,928.8   (mgal)                       GRAV_OBS
 NU0055
 NU0055  VERT ORDER  -  FIRST     CLASS I
 NU0055
 NU0055.The horizontal coordinates were scaled from a topographic map and have
 NU0055.an estimated accuracy of +/- 6 seconds.
 NU0055
 NU0055.The orthometric height was determined by differential leveling
 NU0055.and adjusted by the National Geodetic Survey in June 1991..
 NU0055
 NU0055.The geoid height was determined by GEOID03.
 NU0055
 NU0055.The dynamic height is computed by dividing the NAVD 88
 NU0055.geopotential number by the normal gravity value computed on the
 NU0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0055.degrees latitude (g = 980.6199 gals.).
 NU0055
 NU0055.The modeled gravity was interpolated from observed gravity values.
 NU0055.The observed gravity was obtained from relative gravimeter ties
 NU0055.to the IGSN71 gravity network.
 NU0055
 NU0055;                    North         East    Units  Estimated Accuracy
 NU0055;SPC ID E     -    96,660.      200,140.      MT  (+/- 180 meters Scaled)
 NU0055
 NU0055                          SUPERSEDED SURVEY CONTROL
 NU0055
 NU0055  NGVD 29 (??/??/92) 1442.618  (m)         4732.99   (f) ADJ UNCH    1 1
 NU0055
 NU0055.Superseded values are not recommended for survey control.
 NU0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0055.See file dsdata.txt to determine how the superseded data were derived.
 NU0055
 NU0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN043100(NAD 83)
 NU0055_MARKER: DB = BENCH MARK DISK
 NU0055_SETTING: 66 = SET IN ROCK OUTCROP
 NU0055_SP_SET: OUTCROP
 NU0055_STAMPING: L 375 1967
 NU0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0055+STABILITY: POSITION/ELEVATION WELL
 NU0055
 NU0055  HISTORY     - Date     Condition        Report By
 NU0055  HISTORY     - 1967     MONUMENTED       CGS
 NU0055
 NU0055                          STATION DESCRIPTION
 NU0055
 NU0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0055'1.7 MI S FROM ARIMO.
 NU0055'1.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0055'ARIMO, IN THE TOP OF A 2 1/2-BY 3-FOOT OUTCROP WHICH PROJECTS 0.2 FOOT
 NU0055'ABOVE THE GROUND, 75.5 FEET WEST OF THE WEST RAIL, 24 FEET
 NU0055'WEST-NORTHWEST OF THE FIRST POLE SOUTH OF MILEPOLE 103, 33 FEET EAST
 NU0055'OF THE CENTER LINE OF A ROAD, 8.3 FEET EAST OF THE WEST RAILROAD
 NU0055'RIGHT-OF-WAY FENCE, 8.3 FEET EAST OF A WITNESS POST, AND ABOUT 1 FOOT
 NU0055'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0285 ***********************************************************************
 NU0285  DESIGNATION -  L 376
 NU0285  PID         -  NU0285
 NU0285  STATE/COUNTY-  ID/FRANKLIN
 NU0285  USGS QUAD   -  OXFORD (1968)
 NU0285
 NU0285                         *CURRENT SURVEY CONTROL
 NU0285  ___________________________________________________________________
 NU0285* NAD 83(1986)-  42 15 02.     (N)    112 01 34.     (W)     SCALED    
 NU0285* NAVD 88     -      1462.089  (meters)    4796.87   (feet)  ADJUSTED  
 NU0285  ___________________________________________________________________
 NU0285  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 NU0285  DYNAMIC HT  -        1461.108 (meters)    4793.65  (feet)  COMP
 NU0285  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 NU0285
 NU0285  VERT ORDER  -  FIRST     CLASS I
 NU0285
 NU0285.The horizontal coordinates were scaled from a topographic map and have
 NU0285.an estimated accuracy of +/- 6 seconds.
 NU0285
 NU0285.The orthometric height was determined by differential leveling
 NU0285.and adjusted by the National Geodetic Survey in June 1991..
 NU0285
 NU0285.The geoid height was determined by GEOID03.
 NU0285
 NU0285.The dynamic height is computed by dividing the NAVD 88
 NU0285.geopotential number by the normal gravity value computed on the
 NU0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0285.degrees latitude (g = 980.6199 gals.).
 NU0285
 NU0285.The modeled gravity was interpolated from observed gravity values.
 NU0285
 NU0285;                    North         East    Units  Estimated Accuracy
 NU0285;SPC ID E     -    64,860.      211,600.      MT  (+/- 180 meters Scaled)
 NU0285
 NU0285                          SUPERSEDED SURVEY CONTROL
 NU0285
 NU0285  NGVD 29 (??/??/92) 1461.023  (m)         4793.37   (f) ADJ UNCH    1 1
 NU0285
 NU0285.Superseded values are not recommended for survey control.
 NU0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0285.See file dsdata.txt to determine how the superseded data were derived.
 NU0285
 NU0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM153781(NAD 83)
 NU0285_MARKER: DB = BENCH MARK DISK
 NU0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0285_SP_SET: CULVERT
 NU0285_STAMPING: L 376 1967
 NU0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0285
 NU0285  HISTORY     - Date     Condition        Report By
 NU0285  HISTORY     - 1967     MONUMENTED       CGS
 NU0285
 NU0285                          STATION DESCRIPTION
 NU0285
 NU0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NU0285'5.05 MI S FROM SWAN LAKE.
 NU0285'0.6 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 NU0285'HIGHWAY 91 AT SWAN LAKE, THENCE 4.45 MILES SOUTH ALONG A COUNTY ROAD,
 NU0285'AT THE JUNCTION OF THE NORTH DRIVEWAY LEADING WEST TO A HOUSE, IN THE
 NU0285'TOP AND 0.7 FOOT NORTH OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL
 NU0285'OF A 24-INCH PIPE CULVERT, 35 FEET WEST OF THE CENTER LINE OF THE
 NU0285'ROAD, 99 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 41 FEET SOUTH
 NU0285'OF A POWER POLE WITH A GUY WIRE AND A TRANSFORMER, AND ABOUT 2 FEET
 NU0285'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0222 ***********************************************************************
 PZ0222  DESIGNATION -  L 38
 PZ0222  PID         -  PZ0222
 PZ0222  STATE/COUNTY-  ID/CLARK
 PZ0222  USGS QUAD   -  SCOTT BUTTE (1969)
 PZ0222
 PZ0222                         *CURRENT SURVEY CONTROL
 PZ0222  ___________________________________________________________________
 PZ0222* NAD 83(1986)-  44 00 54.     (N)    112 46 01.     (W)     SCALED    
 PZ0222* NAVD 88     -      1615.857  (meters)    5301.36   (feet)  ADJUSTED  
 PZ0222  ___________________________________________________________________
 PZ0222  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 PZ0222  DYNAMIC HT  -        1615.031 (meters)    5298.65  (feet)  COMP
 PZ0222  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 PZ0222
 PZ0222  VERT ORDER  -  SECOND    CLASS 0
 PZ0222
 PZ0222.The horizontal coordinates were scaled from a topographic map and have
 PZ0222.an estimated accuracy of +/- 6 seconds.
 PZ0222
 PZ0222.The orthometric height was determined by differential leveling
 PZ0222.and adjusted by the National Geodetic Survey in June 1991..
 PZ0222
 PZ0222.The geoid height was determined by GEOID03.
 PZ0222
 PZ0222.The dynamic height is computed by dividing the NAVD 88
 PZ0222.geopotential number by the normal gravity value computed on the
 PZ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0222.degrees latitude (g = 980.6199 gals.).
 PZ0222
 PZ0222.The modeled gravity was interpolated from observed gravity values.
 PZ0222
 PZ0222;                    North         East    Units  Estimated Accuracy
 PZ0222;SPC ID E     -   261,040.      151,870.      MT  (+/- 180 meters Scaled)
 PZ0222
 PZ0222                          SUPERSEDED SURVEY CONTROL
 PZ0222
 PZ0222  NGVD 29 (??/??/92) 1614.726  (m)         5297.65   (f) ADJ UNCH    2 0
 PZ0222
 PZ0222.Superseded values are not recommended for survey control.
 PZ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0222.See file dsdata.txt to determine how the superseded data were derived.
 PZ0222
 PZ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP583750(NAD 83)
 PZ0222_MARKER: DB = BENCH MARK DISK
 PZ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0222_STAMPING: L 38 1934
 PZ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0222+STABILITY: SURFACE MOTION
 PZ0222
 PZ0222  HISTORY     - Date     Condition        Report By
 PZ0222  HISTORY     - 1934     MONUMENTED       CGS
 PZ0222  HISTORY     - 1969     GOOD             USGS
 PZ0222
 PZ0222                          STATION DESCRIPTION
 PZ0222
 PZ0222'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 PZ0222'4.3 MI NW FROM RENO RANCH.
 PZ0222'FROM THE JUNCTION OF HIGHWAYS 22 AND 28, WHICH IS 18 MILES (AIRLINE)
 PZ0222'NW OF TERRETON, GO 3.0 MILES NW ALONG HWY. 28 TO THE NORTHERN BOUNDARY
 PZ0222'OF THE NATIONAL REACTOR TESTING STATION.  CONTINUE ON THE HIGHWAY FOR
 PZ0222'0.35 MILE TO A REVERSE FORK RIGHT.  TURN RIGHT AND GO ESE ALONG THE
 PZ0222'GRAVEL ROAD FOR 0.65 MILE TO THE BM ON THE RIGHT 36 FEET SW OF THE
 PZ0222'ROAD.  THE BM IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 PZ0222'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0649 ***********************************************************************
 TO0649  DESIGNATION -  L 381
 TO0649  PID         -  TO0649
 TO0649  STATE/COUNTY-  ID/BOUNDARY
 TO0649  USGS QUAD   -  MOYIE SPRINGS (1996)
 TO0649
 TO0649                         *CURRENT SURVEY CONTROL
 TO0649  ___________________________________________________________________
 TO0649* NAD 83(1986)-  48 43 26.     (N)    116 09 19.     (W)     SCALED    
 TO0649* NAVD 88     -       716.367  (meters)    2350.28   (feet)  ADJUSTED  
 TO0649  ___________________________________________________________________
 TO0649  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 TO0649  DYNAMIC HT  -         716.436 (meters)    2350.51  (feet)  COMP
 TO0649  MODELED GRAV-     980,684.5   (mgal)                       NAVD 88
 TO0649
 TO0649  VERT ORDER  -  FIRST     CLASS II
 TO0649
 TO0649.The horizontal coordinates were scaled from a topographic map and have
 TO0649.an estimated accuracy of +/- 6 seconds.
 TO0649
 TO0649.The orthometric height was determined by differential leveling
 TO0649.and adjusted by the National Geodetic Survey in June 1991..
 TO0649
 TO0649.The geoid height was determined by GEOID03.
 TO0649
 TO0649.The dynamic height is computed by dividing the NAVD 88
 TO0649.geopotential number by the normal gravity value computed on the
 TO0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0649.degrees latitude (g = 980.6199 gals.).
 TO0649
 TO0649.The modeled gravity was interpolated from observed gravity values.
 TO0649
 TO0649;                    North         East    Units  Estimated Accuracy
 TO0649;SPC ID W     -   784,340.      770,180.      MT  (+/- 180 meters Scaled)
 TO0649
 TO0649                          SUPERSEDED SURVEY CONTROL
 TO0649
 TO0649.No superseded survey control is available for this station.
 TO0649
 TO0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP621971(NAD 83)
 TO0649_MARKER: I = METAL ROD
 TO0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0649_SP_SET: STAINLESS STEEL ROD
 TO0649_STAMPING: L 381 1980
 TO0649_PROJECTION: FLUSH
 TO0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0649_ROD/PIPE-DEPTH: 6.0  meters
 TO0649
 TO0649  HISTORY     - Date     Condition        Report By
 TO0649  HISTORY     - 1980     MONUMENTED       NGS
 TO0649
 TO0649                          STATION DESCRIPTION
 TO0649
 TO0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0649'16.3 KM SE FROM BONNERS FERRY.
 TO0649'4.7 KILOMETERS (2.9 MILES ) NORTH ALONG US HIGHWAYS 2 AND 95 FROM THE
 TO0649'POST OFFICE IN BONNERS, FERRY, THENCE 11.6 KILOMETERS (7.15 MILES)
 TO0649'SOUTHEAST ALONG US HIGHWAY 2, AT THE NORTHEAST END OF A ROW OF
 TO0649'COTTON WOOD TREES, 18.9 METERS (62.0 FEET) SOUTHWEST OF AN EAST
 TO0649'CORNER FENCE POST, 14.5 METERS (47.6 FEET) NORTHWEST OF THE CENTERLINE
 TO0649'OF THE HIGHWAY, 2.8 METERS (9.0 FEET) SOUTHEAST OF THE NORTHEAST-MOST
 TO0649'COTTON WOOD TREE.
 TO0649'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 TO0649'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0617 ***********************************************************************
 TO0617  DESIGNATION -  L 382
 TO0617  PID         -  TO0617
 TO0617  STATE/COUNTY-  ID/BOUNDARY
 TO0617  USGS QUAD   -  RITZ (1996)
 TO0617
 TO0617                         *CURRENT SURVEY CONTROL
 TO0617  ___________________________________________________________________
 TO0617* NAD 83(1986)-  48 51 56.     (N)    116 20 11.     (W)     SCALED    
 TO0617* NAVD 88     -       676.351  (meters)    2218.99   (feet)  ADJUSTED  
 TO0617  ___________________________________________________________________
 TO0617  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 TO0617  DYNAMIC HT  -         676.424 (meters)    2219.23  (feet)  COMP
 TO0617  MODELED GRAV-     980,697.2   (mgal)                       NAVD 88
 TO0617
 TO0617  VERT ORDER  -  FIRST     CLASS II
 TO0617
 TO0617.The horizontal coordinates were scaled from a topographic map and have
 TO0617.an estimated accuracy of +/- 6 seconds.
 TO0617
 TO0617.The orthometric height was determined by differential leveling
 TO0617.and adjusted by the National Geodetic Survey in June 1991..
 TO0617
 TO0617.The geoid height was determined by GEOID03.
 TO0617
 TO0617.The dynamic height is computed by dividing the NAVD 88
 TO0617.geopotential number by the normal gravity value computed on the
 TO0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0617.degrees latitude (g = 980.6199 gals.).
 TO0617
 TO0617.The modeled gravity was interpolated from observed gravity values.
 TO0617
 TO0617;                    North         East    Units  Estimated Accuracy
 TO0617;SPC ID W     -   800,180.      756,980.      MT  (+/- 180 meters Scaled)
 TO0617
 TO0617                          SUPERSEDED SURVEY CONTROL
 TO0617
 TO0617.No superseded survey control is available for this station.
 TO0617
 TO0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNQ486127(NAD 83)
 TO0617_MARKER: DB = BENCH MARK DISK
 TO0617_SETTING: 66 = SET IN ROCK OUTCROP
 TO0617_SP_SET: ROCK OUTCROP
 TO0617_STAMPING: L 382 1980
 TO0617_MARK LOGO: NGS   
 TO0617_PROJECTION: FLUSH
 TO0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0617+STABILITY: POSITION/ELEVATION WELL
 TO0617
 TO0617  HISTORY     - Date     Condition        Report By
 TO0617  HISTORY     - 1980     MONUMENTED       NGS
 TO0617
 TO0617                          STATION DESCRIPTION
 TO0617
 TO0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0617'21.2 KM NORTH FROM BONNERS FERRY.
 TO0617'21.1 KILOMETERS (13.2 MILES) NORTH ALONG U.S. HIGHWAY 95 FROM THE POST
 TO0617'OFFICE IN BONNERS FERRY, SET IN TOP OF A SLANTING LEDGE AT THE
 TO0617'APPROXIMATE CENTER OF A MASSIVE OUTCROP, 9.3 METERS (30.5 FEET) EAST
 TO0617'OF THE CENTERLINE OF THE HIGHWAY, 7.0 METERS (23.0 FEET) SOUTHWEST
 TO0617'OF AND APPROXIMATELY 10.0 FEET BELOW THE BASE OF POWER LINE POLE
 TO0617'NUMBER B 827, 0.6 METER (2.0 FEET) EAST OF THE WEST EDGE OF THE LEDGE.
 TO0617'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 TO0617'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0537 ***********************************************************************
 TO0537  DESIGNATION -  L 383
 TO0537  PID         -  TO0537
 TO0537  STATE/COUNTY-  ID/BOUNDARY
 TO0537  USGS QUAD   -  NAPLES (1996)
 TO0537
 TO0537                         *CURRENT SURVEY CONTROL
 TO0537  ___________________________________________________________________
 TO0537* NAD 83(1986)-  48 31 48.     (N)    116 25 42.     (W)     SCALED    
 TO0537* NAVD 88     -       655.482  (meters)    2150.53   (feet)  ADJUSTED  
 TO0537  ___________________________________________________________________
 TO0537  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 TO0537  DYNAMIC HT  -         655.537 (meters)    2150.71  (feet)  COMP
 TO0537  MODELED GRAV-     980,675.3   (mgal)                       NAVD 88
 TO0537
 TO0537  VERT ORDER  -  FIRST     CLASS II
 TO0537
 TO0537.The horizontal coordinates were scaled from a topographic map and have
 TO0537.an estimated accuracy of +/- 6 seconds.
 TO0537
 TO0537.The orthometric height was determined by differential leveling
 TO0537.and adjusted by the National Geodetic Survey in June 1991..
 TO0537
 TO0537.The geoid height was determined by GEOID03.
 TO0537
 TO0537.The dynamic height is computed by dividing the NAVD 88
 TO0537.geopotential number by the normal gravity value computed on the
 TO0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0537.degrees latitude (g = 980.6199 gals.).
 TO0537
 TO0537.The modeled gravity was interpolated from observed gravity values.
 TO0537
 TO0537;                    North         East    Units  Estimated Accuracy
 TO0537;SPC ID W     -   762,920.      749,900.      MT  (+/- 180 meters Scaled)
 TO0537
 TO0537                          SUPERSEDED SURVEY CONTROL
 TO0537
 TO0537.No superseded survey control is available for this station.
 TO0537
 TO0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP422753(NAD 83)
 TO0537_MARKER: I = METAL ROD
 TO0537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0537_SP_SET: STAINLESS STEEL ROD
 TO0537_STAMPING: L 383 1980
 TO0537_PROJECTION: FLUSH
 TO0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0537_ROD/PIPE-DEPTH: 7.5  meters
 TO0537
 TO0537  HISTORY     - Date     Condition        Report By
 TO0537  HISTORY     - 1980     MONUMENTED       NGS
 TO0537
 TO0537                          STATION DESCRIPTION
 TO0537
 TO0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0537'21.9 KM SOUTH FROM BONNERS FERRY.
 TO0537'21.9 KILOMETERS (13.55 MILES) SOUTH ALONG U.S. HIGHWAY 2 AND 95 FROM
 TO0537'THE POST OFFICE IN BONNERS FERRY, 29.1 METERS (95.5 FEET) NORTHEAST OF
 TO0537'HIGHWAY MILEPOST 494, 12.1 METERS (39.7 FEET) SOUTHEAST OF THE
 TO0537'CENTERLINE OF THE HIGHWAY, 5.6 METERS (18.5 FEET) SOUTH OF POWER LINE
 TO0537'POLE NUMBER 336 WITH A TRANSFORMER AND ONE GUY WIRE, 2.6 METERS (8.6
 TO0537'FEET) SOUTHEAST OF A ROUTE SIGN FOR U.S. HIGHWAY 2 AND 95.
 TO0537'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 TO0537'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0573 ***********************************************************************
 TO0573  DESIGNATION -  L 384
 TO0573  PID         -  TO0573
 TO0573  STATE/COUNTY-  ID/BONNER
 TO0573  USGS QUAD   -  DERR POINT (1989)
 TO0573
 TO0573                         *CURRENT SURVEY CONTROL
 TO0573  ___________________________________________________________________
 TO0573* NAD 83(1986)-  48 06 44.     (N)    116 08 15.     (W)     SCALED    
 TO0573* NAVD 88     -       664.000  (meters)    2178.47   (feet)  ADJUSTED  
 TO0573  ___________________________________________________________________
 TO0573  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 TO0573  DYNAMIC HT  -         664.027 (meters)    2178.56  (feet)  COMP
 TO0573  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 TO0573
 TO0573  VERT ORDER  -  FIRST     CLASS II
 TO0573
 TO0573.The horizontal coordinates were scaled from a topographic map and have
 TO0573.an estimated accuracy of +/- 6 seconds.
 TO0573
 TO0573.The orthometric height was determined by differential leveling
 TO0573.and adjusted by the National Geodetic Survey in June 1991..
 TO0573
 TO0573.The geoid height was determined by GEOID03.
 TO0573
 TO0573.The dynamic height is computed by dividing the NAVD 88
 TO0573.geopotential number by the normal gravity value computed on the
 TO0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0573.degrees latitude (g = 980.6199 gals.).
 TO0573
 TO0573.The modeled gravity was interpolated from observed gravity values.
 TO0573
 TO0573;                    North         East    Units  Estimated Accuracy
 TO0573;SPC ID W     -   716,320.      771,150.      MT  (+/- 180 meters Scaled)
 TO0573
 TO0573                          SUPERSEDED SURVEY CONTROL
 TO0573
 TO0573.No superseded survey control is available for this station.
 TO0573
 TO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP641291(NAD 83)
 TO0573_MARKER: I = METAL ROD
 TO0573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TO0573_SP_SET: STAINLESS STEEL ROD
 TO0573_STAMPING: L 384 1980
 TO0573_PROJECTION: FLUSH
 TO0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TO0573_ROD/PIPE-DEPTH: 3.4  meters
 TO0573
 TO0573  HISTORY     - Date     Condition        Report By
 TO0573  HISTORY     - 1980     MONUMENTED       NGS
 TO0573
 TO0573                          STATION DESCRIPTION
 TO0573
 TO0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0573'5.0 KM SE FROM CLARK FORK.
 TO0573'5.0 KILOMETERS (3.1 MILES) SOUTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0573'THE PUBLIC SCHOOL IN CLARK FORK, 0.5 KILOMETER (0.3 MILE)
 TO0573'SOUTHEAST OF HIGHWAY MILEPOSST 58, AT THE T JUNCTION OF A PRIVATE
 TO0573'ROAD LEADING EAST TO A RANCH, 11.6 METERS (38.0 FEET) NORTHEAST OF
 TO0573'THE CENTERLINE OF THE HIGHWAY, 61.0 METERS (200 FEET) NORTHWEST
 TO0573'OF THE CENTERLINE OF THE ROAD, 48.5 METERS (159 FEET) SOUTHEAST
 TO0573'OF A BRACED SOUTH CORNER POST FOR AN OFFSET IN THE HIGHWAY RIGHT-OF-
 TO0573'WAY FENCE, 1.0 METER (3.3 FEET) SOUTHEAST OF A POWER LINE POLE, 0.9
 TO0573'METER (3.0 FEET) SOUTHWEST OF THE FENCE LINE.
 TO0573'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 TO0573'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0599 ***********************************************************************
 TO0599  DESIGNATION -  L 385
 TO0599  PID         -  TO0599
 TO0599  STATE/COUNTY-  ID/BONNER
 TO0599  USGS QUAD   -  ODEN BAY (1996)
 TO0599
 TO0599                         *CURRENT SURVEY CONTROL
 TO0599  ___________________________________________________________________
 TO0599* NAD 83(1986)-  48 19 37.     (N)    116 24 38.     (W)     SCALED    
 TO0599* NAVD 88     -       660.258  (meters)    2166.20   (feet)  ADJUSTED  
 TO0599  ___________________________________________________________________
 TO0599  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 TO0599  DYNAMIC HT  -         660.309 (meters)    2166.36  (feet)  COMP
 TO0599  MODELED GRAV-     980,668.3   (mgal)                       NAVD 88
 TO0599
 TO0599  VERT ORDER  -  FIRST     CLASS II
 TO0599
 TO0599.The horizontal coordinates were scaled from a topographic map and have
 TO0599.an estimated accuracy of +/- 6 seconds.
 TO0599
 TO0599.The orthometric height was determined by differential leveling
 TO0599.and adjusted by the National Geodetic Survey in June 1991..
 TO0599
 TO0599.The geoid height was determined by GEOID03.
 TO0599
 TO0599.The dynamic height is computed by dividing the NAVD 88
 TO0599.geopotential number by the normal gravity value computed on the
 TO0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0599.degrees latitude (g = 980.6199 gals.).
 TO0599
 TO0599.The modeled gravity was interpolated from observed gravity values.
 TO0599
 TO0599;                    North         East    Units  Estimated Accuracy
 TO0599;SPC ID W     -   740,330.      751,020.      MT  (+/- 180 meters Scaled)
 TO0599
 TO0599                          SUPERSEDED SURVEY CONTROL
 TO0599
 TO0599.No superseded survey control is available for this station.
 TO0599
 TO0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP436528(NAD 83)
 TO0599_MARKER: DB = BENCH MARK DISK
 TO0599_SETTING: 66 = SET IN ROCK OUTCROP
 TO0599_SP_SET: ROCK OUTCROP
 TO0599_STAMPING: L 385 1980
 TO0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TO0599+STABILITY: POSITION/ELEVATION WELL
 TO0599
 TO0599  HISTORY     - Date     Condition        Report By
 TO0599  HISTORY     - 1980     MONUMENTED       NGS
 TO0599
 TO0599                          STATION DESCRIPTION
 TO0599
 TO0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 TO0599'14.0 KM NE FROM SANDPOINT.
 TO0599'14.0 KILOMETERS (8.7 MILES) NORTHEAST ALONG STATE HIGHWAY 200 FROM
 TO0599'THE SPOKANE INTERNATIONAL RAILWAY DEPOT IN SANDPOINT, 0.5 KILOMETER
 TO0599'(0.3 MILE) EAST OF HIGHWAY MILEPOST 37, SET IN TOP OF A 10.4 X 5.5
 TO0599'METER (34 X 18 FOOT) EXPOSED OUTCROP ON THE NORTH SLOPE OF A HILL,
 TO0599'20.7 METERS (68.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 TO0599'22.0 METERS (72.2 FEET) EAST-NORTHEAST OF A UTILITY WITH LINES
 TO0599'TO A FRAME HOUSE, 15.0 METERS (49.0 FEET) SOUTHWEST OF THE SOUTHWEST
 TO0599'POST OF A WIRE GATE IN THE HIGHWAY RIGHT-OF-WAY FENCE, 12.4 METERS
 TO0599'(40.6 FEET) NORTH OF POWER LINE POLE NUMBER 022900 WITH ONE GUY WIRE
 TO0599'AND A SPUR LINE CROSSING THE HIGHWAY TO THE HOUSE, 2.6 METERS (8.6
 TO0599'FEET) SOUTHEAST OF THE FENCE LINE.
 TO0599'THE MARK IS 2.65 METERS  NW FROM A WITNESS POST.
 TO0599'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0816 ***********************************************************************
 RY0816  DESIGNATION -  L 387
 RY0816  PID         -  RY0816
 RY0816  STATE/COUNTY-  ID/IDAHO
 RY0816  USGS QUAD   -  ROUNDTOP (1994)
 RY0816
 RY0816                         *CURRENT SURVEY CONTROL
 RY0816  ___________________________________________________________________
 RY0816* NAD 83(1986)-  46 37 06.     (N)    114 35 23.     (W)     SCALED    
 RY0816* NAVD 88     -      1491.981  (meters)    4894.94   (feet)  ADJUSTED  
 RY0816  ___________________________________________________________________
 RY0816  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 RY0816  DYNAMIC HT  -        1491.588 (meters)    4893.65  (feet)  COMP
 RY0816  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 RY0816
 RY0816  VERT ORDER  -  FIRST     CLASS II
 RY0816
 RY0816.The horizontal coordinates were scaled from a topographic map and have
 RY0816.an estimated accuracy of +/- 6 seconds.
 RY0816
 RY0816.The orthometric height was determined by differential leveling
 RY0816.and adjusted by the National Geodetic Survey in June 1991..
 RY0816
 RY0816.The geoid height was determined by GEOID03.
 RY0816
 RY0816.The dynamic height is computed by dividing the NAVD 88
 RY0816.geopotential number by the normal gravity value computed on the
 RY0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0816.degrees latitude (g = 980.6199 gals.).
 RY0816
 RY0816.The modeled gravity was interpolated from observed gravity values.
 RY0816
 RY0816;                    North         East    Units  Estimated Accuracy
 RY0816;SPC ID W     -   550,820.      888,870.      MT  (+/- 180 meters Scaled)
 RY0816
 RY0816                          SUPERSEDED SURVEY CONTROL
 RY0816
 RY0816.No superseded survey control is available for this station.
 RY0816
 RY0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM845655(NAD 83)
 RY0816_MARKER: DB = BENCH MARK DISK
 RY0816_SETTING: 66 = SET IN ROCK OUTCROP
 RY0816_SP_SET: ROCK OUTCROP
 RY0816_STAMPING: L 387 1980
 RY0816_MARK LOGO: NGS   
 RY0816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0816+STABILITY: POSITION/ELEVATION WELL
 RY0816
 RY0816  HISTORY     - Date     Condition        Report By
 RY0816  HISTORY     - 1980     MONUMENTED       NGS
 RY0816
 RY0816                          STATION DESCRIPTION
 RY0816
 RY0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0816'20.2 KM (12.5 MI) NE FROM POWELL RANGER STATION.
 RY0816'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0816'RANGER STATION, THENCE 19.2 KILOMETERS (11.9 MILES) NORTHEAST ALONG
 RY0816'U.S. HIGHWAY 12, 0.2 KILOMETER (0.1 MILE) SOUTH OF THE NORTH END OF
 RY0816'A HIGHWAY CUT, APPROXIMATELY 110 PACES NORTH OF THE NORTH END OF A
 RY0816'HIGHWAY CURVE, SET IN TOP OF A 0.6 X 1.0 METER (2 X 3 FOOT) ROCK
 RY0816'OUTCROP AT THE BOTTOM OF A FRACTURED BEDROCK HIGHWAY CUT, 8.0 METERS
 RY0816'(26.2 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 40.3 METERS (132
 RY0816'FEET) NORTH OF HIGHWAY MILEPOST 173, 61.2 METERS (201 FEET) NORTH
 RY0816'OF THE EAST END OF A 18-INCH DIAMETER STEEL PIPE CULVERT UNDER THE
 RY0816'HIGHWAY.
 RY0816'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RY0816'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0793 ***********************************************************************
 RY0793  DESIGNATION -  L 388
 RY0793  PID         -  RY0793
 RY0793  STATE/COUNTY-  ID/IDAHO
 RY0793  USGS QUAD   -  TOM BEAL PEAK (1994)
 RY0793
 RY0793                         *CURRENT SURVEY CONTROL
 RY0793  ___________________________________________________________________
 RY0793* NAD 83(1986)-  46 29 49.     (N)    114 50 29.     (W)     SCALED    
 RY0793* NAVD 88     -       966.361  (meters)    3170.47   (feet)  ADJUSTED  
 RY0793  ___________________________________________________________________
 RY0793  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 RY0793  DYNAMIC HT  -         966.150 (meters)    3169.78  (feet)  COMP
 RY0793  MODELED GRAV-     980,364.9   (mgal)                       NAVD 88
 RY0793
 RY0793  VERT ORDER  -  FIRST     CLASS II
 RY0793
 RY0793.The horizontal coordinates were scaled from a topographic map and have
 RY0793.an estimated accuracy of +/- 6 seconds.
 RY0793
 RY0793.The orthometric height was determined by differential leveling
 RY0793.and adjusted by the National Geodetic Survey in June 1991..
 RY0793
 RY0793.The geoid height was determined by GEOID03.
 RY0793
 RY0793.The dynamic height is computed by dividing the NAVD 88
 RY0793.geopotential number by the normal gravity value computed on the
 RY0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0793.degrees latitude (g = 980.6199 gals.).
 RY0793
 RY0793.The modeled gravity was interpolated from observed gravity values.
 RY0793
 RY0793;                    North         East    Units  Estimated Accuracy
 RY0793;SPC ID W     -   537,080.      869,750.      MT  (+/- 180 meters Scaled)
 RY0793
 RY0793                          SUPERSEDED SURVEY CONTROL
 RY0793
 RY0793.No superseded survey control is available for this station.
 RY0793
 RY0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM656515(NAD 83)
 RY0793_MARKER: DB = BENCH MARK DISK
 RY0793_SETTING: 66 = SET IN ROCK OUTCROP
 RY0793_SP_SET: ROCK OUTCROP
 RY0793_STAMPING: L 388 1980
 RY0793_MARK LOGO: NGS   
 RY0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0793+STABILITY: POSITION/ELEVATION WELL
 RY0793
 RY0793  HISTORY     - Date     Condition        Report By
 RY0793  HISTORY     - 1980     MONUMENTED       NGS
 RY0793
 RY0793                          STATION DESCRIPTION
 RY0793
 RY0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0793'12.6 KM (7.8 MI) WEST FROM POWELL RANGER STATION.
 RY0793'1.0 KILOMETER (0.6 MILE) NORTHWEST ALONG A PAVED ROAD FROM THE POWELL
 RY0793'RANGER STATION, THENCE 11.6 KILOMETERS (7.2 MILES) WEST ALONG U.S.
 RY0793'HIGHWAY 12, 1.4 KILOMETERS (0.9 MILE) NORTHEAST OF THE JUNCTION OF
 RY0793'SQUAW CREEK ROAD (U.S. FOREST SERVICE ROAD 108), 0.5 KILOMETER (0.3
 RY0793'MILE) SOUTHWEST OF HIGHWAY MILEPOST 155, AT THE NORTHEAST END OF A
 RY0793'HIGHWAY CURVE, SET IN TOP OF A SMALL GRANITE SHELF AT THE SOUTHWEST
 RY0793'END OF A BEDROCK HIGHWAY CUT, 7.0 METERS (23.0 FEET) NORTHWEST OF
 RY0793'THE CENTERLINE OF THE HIGHWAY, 31.4 METERS (103 FEET) NORTHEAST
 RY0793'ACROSS THE HIGHWAY FROM THE NORTHEAST END OF A STEEL GUARDRAIL.
 RY0793'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RY0793'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0767 ***********************************************************************
 RY0767  DESIGNATION -  L 389
 RY0767  PID         -  RY0767
 RY0767  STATE/COUNTY-  ID/IDAHO
 RY0767  USGS QUAD   -  HOLLY CREEK (1994)
 RY0767
 RY0767                         *CURRENT SURVEY CONTROL
 RY0767  ___________________________________________________________________
 RY0767* NAD 83(1986)-  46 24 49.     (N)    115 10 05.     (W)     SCALED    
 RY0767* NAVD 88     -       772.514  (meters)    2534.49   (feet)  ADJUSTED  
 RY0767  ___________________________________________________________________
 RY0767  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 RY0767  DYNAMIC HT  -         772.374 (meters)    2534.03  (feet)  COMP
 RY0767  MODELED GRAV-     980,409.1   (mgal)                       NAVD 88
 RY0767
 RY0767  VERT ORDER  -  FIRST     CLASS II
 RY0767
 RY0767.The horizontal coordinates were scaled from a topographic map and have
 RY0767.an estimated accuracy of +/- 6 seconds.
 RY0767
 RY0767.The orthometric height was determined by differential leveling
 RY0767.and adjusted by the National Geodetic Survey in June 1991..
 RY0767
 RY0767.The geoid height was determined by GEOID03.
 RY0767
 RY0767.The dynamic height is computed by dividing the NAVD 88
 RY0767.geopotential number by the normal gravity value computed on the
 RY0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0767.degrees latitude (g = 980.6199 gals.).
 RY0767
 RY0767.The modeled gravity was interpolated from observed gravity values.
 RY0767
 RY0767;                    North         East    Units  Estimated Accuracy
 RY0767;SPC ID W     -   527,580.      844,740.      MT  (+/- 180 meters Scaled)
 RY0767
 RY0767                          SUPERSEDED SURVEY CONTROL
 RY0767
 RY0767.No superseded survey control is available for this station.
 RY0767
 RY0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM407416(NAD 83)
 RY0767_MARKER: DB = BENCH MARK DISK
 RY0767_SETTING: 66 = SET IN ROCK OUTCROP
 RY0767_SP_SET: ROCK OUTCROP
 RY0767_STAMPING: L 389 1980
 RY0767_MARK LOGO: NGS   
 RY0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0767+STABILITY: POSITION/ELEVATION WELL
 RY0767
 RY0767  HISTORY     - Date     Condition        Report By
 RY0767  HISTORY     - 1980     MONUMENTED       NGS
 RY0767
 RY0767                          STATION DESCRIPTION
 RY0767
 RY0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0767'18.7 KM (11.65 MI) NE FROM LOCHSA RANGER STATION.
 RY0767'18.7 KILOMETERS (11.65 MILES) NORTHEAST ALONG U.S. HIGHWAY 12 FROM
 RY0767'THE LOCHSA RANGER STATION, 0.2 KILOMETER (0.1 MILE) SOUTHWEST OF
 RY0767'HIGHWAY MILEPOST 133, ON THE INSIDE OF A HIGHWAY CURVE, SET IN TOP
 RY0767'OF A WHITE GRANITE SHELF OF ROCK AT THE NORTH EAST END OF A BEDROCK
 RY0767'HIGHWAY CUT, 10.1 METERS (33.1 FEET) SOUTHWEST OF THE SOUTHWEST
 RY0767'EDGE OF A MASSIVE, SLOPING FACE OF GRANITE, 7.3 METERS (24.0 FEET)
 RY0767'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.3 METERS (7.6 FEET)
 RY0767'SOUTHWEST OF THE SOUTHWEST EDGE OF A DARK VEIN OF GRANITE, 0.3 METERS
 RY0767'(1.0 FOOT) NORTHWEST OF THE SOUTHEAST POINT OF THE SHELF.
 RY0767'THE MARK IS 0.25 METERS  SE FROM A WITNESS POST.
 RY0767'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QA0099 ***********************************************************************
 QA0099  DESIGNATION -  L 39
 QA0099  PID         -  QA0099
 QA0099  STATE/COUNTY-  ID/CUSTER
 QA0099  USGS QUAD   -  SUNBEAM (1964)
 QA0099
 QA0099                         *CURRENT SURVEY CONTROL
 QA0099  ___________________________________________________________________
 QA0099* NAD 83(1986)-  44 15 03.     (N)    114 38 45.     (W)     SCALED    
 QA0099* NAVD 88     -      1774.451  (meters)    5821.68   (feet)  ADJUSTED  
 QA0099  ___________________________________________________________________
 QA0099  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 QA0099  DYNAMIC HT  -        1773.405 (meters)    5818.25  (feet)  COMP
 QA0099  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 QA0099
 QA0099  VERT ORDER  -  SECOND    CLASS 0
 QA0099
 QA0099.The horizontal coordinates were scaled from a topographic map and have
 QA0099.an estimated accuracy of +/- 6 seconds.
 QA0099
 QA0099.The orthometric height was determined by differential leveling
 QA0099.and adjusted by the National Geodetic Survey in June 1991..
 QA0099
 QA0099.The geoid height was determined by GEOID03.
 QA0099
 QA0099.The dynamic height is computed by dividing the NAVD 88
 QA0099.geopotential number by the normal gravity value computed on the
 QA0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QA0099.degrees latitude (g = 980.6199 gals.).
 QA0099
 QA0099.The modeled gravity was interpolated from observed gravity values.
 QA0099
 QA0099;                    North         East    Units  Estimated Accuracy
 QA0099;SPC ID C     -   287,270.      448,420.      MT  (+/- 180 meters Scaled)
 QA0099
 QA0099                          SUPERSEDED SURVEY CONTROL
 QA0099
 QA0099  NGVD 29 (??/??/92) 1773.164  (m)         5817.46   (f) ADJ UNCH    2 0
 QA0099
 QA0099.Superseded values are not recommended for survey control.
 QA0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QA0099.See file dsdata.txt to determine how the superseded data were derived.
 QA0099
 QA0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPK879024(NAD 83)
 QA0099_MARKER: DB = BENCH MARK DISK
 QA0099_SETTING: 66 = SET IN ROCK OUTCROP
 QA0099_SP_SET: GRANITE LEDGE
 QA0099_STAMPING: L 39 1934
 QA0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QA0099+STABILITY: POSITION/ELEVATION WELL
 QA0099
 QA0099  HISTORY     - Date     Condition        Report By
 QA0099  HISTORY     - 1934     MONUMENTED       CGS
 QA0099  HISTORY     - 1955     GOOD             NGS
 QA0099
 QA0099                          STATION DESCRIPTION
 QA0099
 QA0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 QA0099'1.7 MI E FROM ROBINSON BAR.
 QA0099'ABOUT 1.7 MILES EAST ALONG OLD U. S. HIGHWAY 93 ALONG THE SOUTH BANK
 QA0099'OF THE SALMON RIVER FROM ROBINSON BAR, ABOUT 0.5 MILE EAST OF A
 QA0099'5-POINT HIGHWAY SIGN, 69 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 77
 QA0099'FEET SOUTHWEST OF A LARGE BOULDER, IN LINE WITH A ROW OF POLES, SET
 QA0099'ABOUT 3 FEET ABOVE THE GROUND IN THE NORTHWEST END OF A 15 X 20 FOOT
 QA0099'GRANITE LEDGE ABOUT 7 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0736 ***********************************************************************
 RY0736  DESIGNATION -  L 390
 RY0736  PID         -  RY0736
 RY0736  STATE/COUNTY-  ID/IDAHO
 RY0736  USGS QUAD   -  KOOSKIA (1994)
 RY0736
 RY0736                         *CURRENT SURVEY CONTROL
 RY0736  ___________________________________________________________________
 RY0736* NAD 83(1986)-  46 10 00.     (N)    115 59 37.     (W)     SCALED    
 RY0736* NAVD 88     -       377.531  (meters)    1238.62   (feet)  ADJUSTED  
 RY0736  ___________________________________________________________________
 RY0736  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 RY0736  DYNAMIC HT  -         377.499 (meters)    1238.51  (feet)  COMP
 RY0736  MODELED GRAV-     980,523.0   (mgal)                       NAVD 88
 RY0736
 RY0736  VERT ORDER  -  FIRST     CLASS II
 RY0736
 RY0736.The horizontal coordinates were scaled from a topographic map and have
 RY0736.an estimated accuracy of +/- 6 seconds.
 RY0736
 RY0736.The orthometric height was determined by differential leveling
 RY0736.and adjusted by the National Geodetic Survey in June 1991..
 RY0736
 RY0736.The geoid height was determined by GEOID03.
 RY0736
 RY0736.The dynamic height is computed by dividing the NAVD 88
 RY0736.geopotential number by the normal gravity value computed on the
 RY0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0736.degrees latitude (g = 980.6199 gals.).
 RY0736
 RY0736.The modeled gravity was interpolated from observed gravity values.
 RY0736
 RY0736;                    North         East    Units  Estimated Accuracy
 RY0736;SPC ID W     -   499,990.      781,190.      MT  (+/- 180 meters Scaled)
 RY0736
 RY0736                          SUPERSEDED SURVEY CONTROL
 RY0736
 RY0736.No superseded survey control is available for this station.
 RY0736
 RY0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM776130(NAD 83)
 RY0736_MARKER: I = METAL ROD
 RY0736_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RY0736_SP_SET: STAINLESS STEEL ROD
 RY0736_STAMPING: L 390 1980
 RY0736_MARK LOGO: NGS   
 RY0736_PROJECTION: FLUSH
 RY0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RY0736_ROD/PIPE-DEPTH: 7.5  meters
 RY0736
 RY0736  HISTORY     - Date     Condition        Report By
 RY0736  HISTORY     - 1980     MONUMENTED       NGS
 RY0736
 RY0736                          STATION DESCRIPTION
 RY0736
 RY0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RY0736'3.4 KM (2.15 MI) NW FROM KOOSKIA.
 RY0736'3.4 KILOMETERS (2.15 MILES) NORTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0736'JUNCTION OF STATE HIGHWAY 13 IN KOOSKIA, 0.3 KILOMETER (0.2 MILE)
 RY0736'NORTHWEST OF HIGHWAY MILEPOST 72, SET IN THE EAST CORNER OF THE
 RY0736'T JUNCTION OF A PRIVATE DRIVE LEADING NORTHEAST, ACROSS THE HIGHWAY
 RY0736'FROM THE SOUTHEAST END OF A LARGE GRAVEL PULLOUT, 10.1 METERS (33.0
 RY0736'FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30.5 METERS (100
 RY0736'FEET) SOUTHEAST OF THE CENTERLINE OF THE PRIVATE DRIVE, 6.0 METERS
 RY0736'(18.3 FEET) WEST-SOUTHWEST OF A 75-CENTIMETER (30-INCH) DIAMETER,
 RY0736'DOUBLE-TOPPED PONDEROSA PINE TREE, 2.35 METERS (7.7 FEET) SOUTHEAST
 RY0736'OF A 15-CENTIMETER (6-INCH) DIAMETER PONDEROSA PINE TREE.
 RY0736'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 RY0736'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1386 ***********************************************************************
 RZ1386  DESIGNATION -  L 391
 RZ1386  PID         -  RZ1386
 RZ1386  STATE/COUNTY-  ID/LEWIS
 RZ1386  USGS QUAD   -  SIXMILE CREEK (1994)
 RZ1386
 RZ1386                         *CURRENT SURVEY CONTROL
 RZ1386  ___________________________________________________________________
 RZ1386* NAD 83(1986)-  46 22 02.     (N)    116 10 05.     (W)     SCALED    
 RZ1386* NAVD 88     -       332.554  (meters)    1091.05   (feet)  ADJUSTED  
 RZ1386  ___________________________________________________________________
 RZ1386  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 RZ1386  DYNAMIC HT  -         332.537 (meters)    1091.00  (feet)  COMP
 RZ1386  MODELED GRAV-     980,555.4   (mgal)                       NAVD 88
 RZ1386
 RZ1386  VERT ORDER  -  FIRST     CLASS II
 RZ1386
 RZ1386.The horizontal coordinates were scaled from a topographic map and have
 RZ1386.an estimated accuracy of +/- 6 seconds.
 RZ1386
 RZ1386.The orthometric height was determined by differential leveling
 RZ1386.and adjusted by the National Geodetic Survey in June 1991..
 RZ1386
 RZ1386.The geoid height was determined by GEOID03.
 RZ1386
 RZ1386.The dynamic height is computed by dividing the NAVD 88
 RZ1386.geopotential number by the normal gravity value computed on the
 RZ1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1386.degrees latitude (g = 980.6199 gals.).
 RZ1386
 RZ1386.The modeled gravity was interpolated from observed gravity values.
 RZ1386
 RZ1386;                    North         East    Units  Estimated Accuracy
 RZ1386;SPC ID W     -   522,340.      767,830.      MT  (+/- 180 meters Scaled)
 RZ1386
 RZ1386                          SUPERSEDED SURVEY CONTROL
 RZ1386
 RZ1386.No superseded survey control is available for this station.
 RZ1386
 RZ1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM639351(NAD 83)
 RZ1386_MARKER: DB = BENCH MARK DISK
 RZ1386_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1386_SP_SET: ROCK OUTCROP
 RZ1386_STAMPING: L 391 1980
 RZ1386_MARK LOGO: NGS   
 RZ1386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1386+STABILITY: POSITION/ELEVATION WELL
 RZ1386
 RZ1386  HISTORY     - Date     Condition        Report By
 RZ1386  HISTORY     - 1980     MONUMENTED       NGS
 RZ1386
 RZ1386                          STATION DESCRIPTION
 RZ1386
 RZ1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1386'15.5 KM (9.65 MI) SE FROM OROFINO.
 RZ1386'15.5 KILOMETERS (9.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1386'JUNCTION OF STATE HIGHWAY 7 IN OROFINO, 0.8 KILOMETER (0.5 MILE)
 RZ1386'NORTH OF HIGHWAY MILEPOST 54, 0.55 KILOMETER (0.35 MILE) SOUTH ACROSS
 RZ1386'THE CLEARWATER RIVER FROM THE MOUTH OF LOLO CREEK, AT A GRAVEL
 RZ1386'HIGHWAY PULLOUT, SET IN TOP OF THE SOUTH EDGE OF A ROCK OUTCROP, 16.2
 RZ1386'METERS (53.0 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 28.9 METERS
 RZ1386'(95.0 FEET) SOUTH OF A POWER LINE POLE AT A RIGHT ANGLE IN THE LINES
 RZ1386'THAT GO EAST ACROSS THE RIVER, 22.9 METERS (75.0 FEET) NORTH OF A
 RZ1386'60-CENTIMETER (24-INCH) DIAMETER COTTON WOOD TREE, 0.2 METER (0.6
 RZ1386'FOOT) WEST OF THE WEST EDGE OF A FRACTURED PORTION OF THE OUTCROP,
 RZ1386'0.6 METER (2.0 FEET) BELOW THE BASE OF THE WITNESS POST.
 RZ1386'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 RZ1386'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1362 ***********************************************************************
 RZ1362  DESIGNATION -  L 392
 RZ1362  PID         -  RZ1362
 RZ1362  STATE/COUNTY-  ID/NEZ PERCE
 RZ1362  USGS QUAD   -  JULIAETTA (1990)
 RZ1362
 RZ1362                         *CURRENT SURVEY CONTROL
 RZ1362  ___________________________________________________________________
 RZ1362* NAD 83(1986)-  46 31 03.     (N)    116 38 37.     (W)     SCALED    
 RZ1362* NAVD 88     -       266.543  (meters)     874.48   (feet)  ADJUSTED  
 RZ1362  ___________________________________________________________________
 RZ1362  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 RZ1362  DYNAMIC HT  -         266.542 (meters)     874.48  (feet)  COMP
 RZ1362  MODELED GRAV-     980,604.8   (mgal)                       NAVD 88
 RZ1362
 RZ1362  VERT ORDER  -  FIRST     CLASS II
 RZ1362
 RZ1362.The horizontal coordinates were scaled from a topographic map and have
 RZ1362.an estimated accuracy of +/- 6 seconds.
 RZ1362
 RZ1362.The orthometric height was determined by differential leveling
 RZ1362.and adjusted by the National Geodetic Survey in June 1991..
 RZ1362
 RZ1362.The geoid height was determined by GEOID03.
 RZ1362
 RZ1362.The dynamic height is computed by dividing the NAVD 88
 RZ1362.geopotential number by the normal gravity value computed on the
 RZ1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1362.degrees latitude (g = 980.6199 gals.).
 RZ1362
 RZ1362.The modeled gravity was interpolated from observed gravity values.
 RZ1362
 RZ1362;                    North         East    Units  Estimated Accuracy
 RZ1362;SPC ID W     -   539,350.      731,430.      MT  (+/- 180 meters Scaled)
 RZ1362
 RZ1362                          SUPERSEDED SURVEY CONTROL
 RZ1362
 RZ1362.No superseded survey control is available for this station.
 RZ1362
 RZ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM273516(NAD 83)
 RZ1362_MARKER: DB = BENCH MARK DISK
 RZ1362_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RZ1362_SP_SET: CONCRETE HEADWALL
 RZ1362_STAMPING: L 392 1980
 RZ1362_MARK LOGO: NGS   
 RZ1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RZ1362+STABILITY: SURFACE MOTION
 RZ1362
 RZ1362  HISTORY     - Date     Condition        Report By
 RZ1362  HISTORY     - 1980     MONUMENTED       NGS
 RZ1362
 RZ1362                          STATION DESCRIPTION
 RZ1362
 RZ1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1362'8.8 KM (5.5 MI) WEST FROM LENORE.
 RZ1362'8.8 KILOMETERS (5.5 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
 RZ1362'SOUTHWWST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER
 RZ1362'IN LENORE, AT THE APPROXIMATE CENTER OF A SHORT HIGHWAY
 RZ1362'STRAIGHT-OF-WAY, SET IN TOP OF THE SOUTHWEST END OF AN ABANDONED
 RZ1362'HEADWALL FOR A 45-CENTIMETER (18-INCH) DIAMETER STEEL PIPE CULVERT
 RZ1362'UNDER THE HIGHWAY, 5.9 METERS (19.4 FEET) SOUTHEAST OF THE CENTERLINE
 RZ1362'OF THE HIGHWAY, 106.4 METERS (349 FEET) SOUTHWEST OF HIGHWAY MILEPOST
 RZ1362'23, 97.9 METERS (321 FEET) SOUTHWEST OF THE SOUTHWEST END OF A
 RZ1362'CONCRETE GUARDRAIL, 28.9 METERS (95.0 FEET) SOUTHWEST OF A HIGHWAY
 RZ1362'-S- CURVE SIGN, 1.8 METERS (5.9 FEET) NORTHEAST OF THE TOP CENTER
 RZ1362'OF THE SOUTHEAST END OF A 45-CENTIMETER (18-INCH) DIAMETER STEEL
 RZ1362'PIPE CULVERT UNDER THE HIGHWAY.
 RZ1362'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1407 ***********************************************************************
 RZ1407  DESIGNATION -  L 393
 RZ1407  PID         -  RZ1407
 RZ1407  STATE/COUNTY-  ID/NEZ PERCE
 RZ1407  USGS QUAD   -  CLARKSTON (1971)
 RZ1407
 RZ1407                         *CURRENT SURVEY CONTROL
 RZ1407  ___________________________________________________________________
 RZ1407* NAD 83(1986)-  46 27 27.     (N)    117 01 04.     (W)     SCALED    
 RZ1407* NAVD 88     -       643.474  (meters)    2111.13   (feet)  ADJUSTED  
 RZ1407  ___________________________________________________________________
 RZ1407  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 RZ1407  DYNAMIC HT  -         643.431 (meters)    2110.99  (feet)  COMP
 RZ1407  MODELED GRAV-     980,527.1   (mgal)                       NAVD 88
 RZ1407
 RZ1407  VERT ORDER  -  FIRST     CLASS II
 RZ1407
 RZ1407.The horizontal coordinates were scaled from a topographic map and have
 RZ1407.an estimated accuracy of +/- 6 seconds.
 RZ1407
 RZ1407.The orthometric height was determined by differential leveling
 RZ1407.and adjusted by the National Geodetic Survey in June 1991..
 RZ1407
 RZ1407.The geoid height was determined by GEOID03.
 RZ1407
 RZ1407.The dynamic height is computed by dividing the NAVD 88
 RZ1407.geopotential number by the normal gravity value computed on the
 RZ1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1407.degrees latitude (g = 980.6199 gals.).
 RZ1407
 RZ1407.The modeled gravity was interpolated from observed gravity values.
 RZ1407
 RZ1407;                    North         East    Units  Estimated Accuracy
 RZ1407;SPC ID W     -   533,070.      702,610.      MT  (+/- 180 meters Scaled)
 RZ1407
 RZ1407                          SUPERSEDED SURVEY CONTROL
 RZ1407
 RZ1407.No superseded survey control is available for this station.
 RZ1407
 RZ1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMM986448(NAD 83)
 RZ1407_MARKER: DB = BENCH MARK DISK
 RZ1407_SETTING: 66 = SET IN ROCK OUTCROP
 RZ1407_SP_SET: ROCK OUTCROP
 RZ1407_STAMPING: L 393 1980
 RZ1407_MARK LOGO: NGS   
 RZ1407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1407+STABILITY: POSITION/ELEVATION WELL
 RZ1407
 RZ1407  HISTORY     - Date     Condition        Report By
 RZ1407  HISTORY     - 1980     MONUMENTED       NGS
 RZ1407
 RZ1407                          STATION DESCRIPTION
 RZ1407
 RZ1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RZ1407'9.5 KM (5.9 MI) NORTH FROM LEWISTON.
 RZ1407'9.5 KILOMETERS (5.9 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
 RZ1407'JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, 0.2 KILOMETER (0.1 MILE) EAST
 RZ1407'OF A LARGE CONCRETE CULVERT AND RAVINE, AT THE WEST EDGE OF A SMALL
 RZ1407'RAVINE AND A HIGHWAY CURVE SIGN, SET IN TOP OF A ROCK OUTCROP AT THE
 RZ1407'EAST END OF A HIGHWAY CUT, 13.7 METERS (45.0 FEET) NORTH OF THE
 RZ1407'CENTERLINE OF THE HIGHWAY, 10.7 METERS (35.0 FEET) SOUTH OF A 3-INCH
 RZ1407'ANGLE IRON FENCE POST, 4.8 METERS (15.8 FEET) NORTHEAST OF A HIGHWAY
 RZ1407'SIGN, 4.1 METERS (13.5 FEET) WEST OF THE WEST END OF THE NORTH
 RZ1407'HEADWALL OF A CULVERT UNDER THE HIGHWAY.
 RZ1407'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 RZ1407'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0287 ***********************************************************************
 OZ0287  DESIGNATION -  L 40
 OZ0287  PID         -  OZ0287
 OZ0287  STATE/COUNTY-  ID/BLAINE
 OZ0287  USGS QUAD   -  ALTURAS LAKE (1963)
 OZ0287
 OZ0287                         *CURRENT SURVEY CONTROL
 OZ0287  ___________________________________________________________________
 OZ0287* NAD 83(1986)-  43 53 02.     (N)    114 46 09.     (W)     SCALED    
 OZ0287* NAVD 88     -      2238.423  (meters)    7343.89   (feet)  ADJUSTED  
 OZ0287  ___________________________________________________________________
 OZ0287  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 OZ0287  DYNAMIC HT  -        2236.875 (meters)    7338.81  (feet)  COMP
 OZ0287  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 OZ0287
 OZ0287  VERT ORDER  -  SECOND    CLASS 0
 OZ0287
 OZ0287.The horizontal coordinates were scaled from a topographic map and have
 OZ0287.an estimated accuracy of +/- 6 seconds.
 OZ0287
 OZ0287.The orthometric height was determined by differential leveling
 OZ0287.and adjusted by the National Geodetic Survey in June 1991..
 OZ0287
 OZ0287.The geoid height was determined by GEOID03.
 OZ0287
 OZ0287.The dynamic height is computed by dividing the NAVD 88
 OZ0287.geopotential number by the normal gravity value computed on the
 OZ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0287.degrees latitude (g = 980.6199 gals.).
 OZ0287
 OZ0287.The modeled gravity was interpolated from observed gravity values.
 OZ0287
 OZ0287;                    North         East    Units  Estimated Accuracy
 OZ0287;SPC ID C     -   246,580.      438,190.      MT  (+/- 180 meters Scaled)
 OZ0287
 OZ0287                          SUPERSEDED SURVEY CONTROL
 OZ0287
 OZ0287  NGVD 29 (??/??/92) 2236.968  (m)         7339.12   (f) ADJ UNCH    2 0
 OZ0287
 OZ0287.Superseded values are not recommended for survey control.
 OZ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0287.See file dsdata.txt to determine how the superseded data were derived.
 OZ0287
 OZ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPJ792613(NAD 83)
 OZ0287_MARKER: DB = BENCH MARK DISK
 OZ0287_SETTING: 80 = SET IN A BOULDER
 OZ0287_SP_SET: BOULDER
 OZ0287_STAMPING: L 40 1934
 OZ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0287+STABILITY: SURFACE MOTION
 OZ0287
 OZ0287  HISTORY     - Date     Condition        Report By
 OZ0287  HISTORY     - 1934     MONUMENTED       CGS
 OZ0287
 OZ0287                          STATION DESCRIPTION
 OZ0287
 OZ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OZ0287'26.9 MI SE FROM STANLEY.
 OZ0287'IN BLAINE COUNTY, 26.9 MILES SOUTHEAST ALONG NEW U. S. HIGHWAY 93 FROM
 OZ0287'VALLEY CREEK RANGER STATION AT STANLEY, CUSTER COUNTY, 0.2 MILE WEST
 OZ0287'OF A CONCRETE BRIDGE OVER A CREEK, 240 FEET EAST OF A SECOND CONCRETE
 OZ0287'BRIDGE OVER A CREEK, 51 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 OZ0287'AND IN THE TOP OF A 7- BY 10-FOOT BOULDER PROJECTING ABOUT 4 FEET
 OZ0287'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1488 ***********************************************************************
 RZ1488  DESIGNATION -  L 402
 RZ1488  PID         -  RZ1488
 RZ1488  STATE/COUNTY-  ID/NEZ PERCE
 RZ1488  USGS QUAD   -  LEWISTON ORCHARDS SOUTH (1972)
 RZ1488
 RZ1488                         *CURRENT SURVEY CONTROL
 RZ1488  ___________________________________________________________________
 RZ1488* NAD 83(1986)-  46 21 30.     (N)    116 55 46.     (W)     SCALED    
 RZ1488* NAVD 88     -       423.331  (meters)    1388.88   (feet)  ADJUSTED  
 RZ1488  ___________________________________________________________________
 RZ1488  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 RZ1488  DYNAMIC HT  -         423.309 (meters)    1388.81  (feet)  COMP
 RZ1488  MODELED GRAV-     980,551.1   (mgal)                       NAVD 88
 RZ1488
 RZ1488  VERT ORDER  -  FIRST     CLASS II
 RZ1488
 RZ1488.The horizontal coordinates were scaled from a topographic map and have
 RZ1488.an estimated accuracy of +/- 6 seconds.
 RZ1488
 RZ1488.The orthometric height was determined by differential leveling
 RZ1488.and adjusted by the National Geodetic Survey in June 1991..
 RZ1488
 RZ1488.The geoid height was determined by GEOID03.
 RZ1488
 RZ1488.The dynamic height is computed by dividing the NAVD 88
 RZ1488.geopotential number by the normal gravity value computed on the
 RZ1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1488.degrees latitude (g = 980.6199 gals.).
 RZ1488
 RZ1488.The modeled gravity was interpolated from observed gravity values.
 RZ1488
 RZ1488;                    North         East    Units  Estimated Accuracy
 RZ1488;SPC ID W     -   521,940.      709,230.      MT  (+/- 180 meters Scaled)
 RZ1488
 RZ1488                          SUPERSEDED SURVEY CONTROL
 RZ1488
 RZ1488.No superseded survey control is available for this station.
 RZ1488
 RZ1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM054338(NAD 83)
 RZ1488_MARKER: DB = BENCH MARK DISK
 RZ1488_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RZ1488_SP_SET: BUILDING
 RZ1488_STAMPING: L 402 1982
 RZ1488_MARK LOGO: NGS   
 RZ1488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RZ1488+STABILITY: POSITION/ELEVATION WELL
 RZ1488
 RZ1488  HISTORY     - Date     Condition        Report By
 RZ1488  HISTORY     - 1982     MONUMENTED       NGS
 RZ1488
 RZ1488                          STATION DESCRIPTION
 RZ1488
 RZ1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1488'10.5 KM (6.5 MI) SE FROM LEWISTON.
 RZ1488'1.15 KM (0.7 MI) EAST ALONG MAIN STREET FROM THE COURTHOUSE IN
 RZ1488'LEWISTON, THENCE 9.4 KM (5.85 MI) SOUTHEAST ALONG COUNTY ROAD P2,
 RZ1488'VERTICALLY IN THE WEST WALL OF THE TWO-STORY TAMMAY ELEMENTARY SCHOOL,
 RZ1488'0.1 METER (0.3 FT) SOUTH OF THE NORTHWEST CORNER, 4.9 METERS (16 FT)
 RZ1488'EAST OF THE SCHOOL DRIVEWAY CENTERLINE, 1.1 METERS (3.5 FT) ABOVE THE
 RZ1488'GROUND.
 RZ1488'THE MARK IS 1.1 M ABOVE THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1508 ***********************************************************************
 RZ1508  DESIGNATION -  L 403
 RZ1508  PID         -  RZ1508
 RZ1508  STATE/COUNTY-  ID/NEZ PERCE
 RZ1508  USGS QUAD   -  REUBENS (1984)
 RZ1508
 RZ1508                         *CURRENT SURVEY CONTROL
 RZ1508  ___________________________________________________________________
 RZ1508* NAD 83(1986)-  46 19 42.     (N)    116 35 18.     (W)     SCALED    
 RZ1508* NAVD 88     -       723.811  (meters)    2374.70   (feet)  ADJUSTED  
 RZ1508  ___________________________________________________________________
 RZ1508  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 RZ1508  DYNAMIC HT  -         723.710 (meters)    2374.37  (feet)  COMP
 RZ1508  MODELED GRAV-     980,451.5   (mgal)                       NAVD 88
 RZ1508
 RZ1508  VERT ORDER  -  FIRST     CLASS II
 RZ1508
 RZ1508.The horizontal coordinates were scaled from a topographic map and have
 RZ1508.an estimated accuracy of +/- 6 seconds.
 RZ1508
 RZ1508.The orthometric height was determined by differential leveling
 RZ1508.and adjusted by the National Geodetic Survey in June 1991..
 RZ1508
 RZ1508.The geoid height was determined by GEOID03.
 RZ1508
 RZ1508.The dynamic height is computed by dividing the NAVD 88
 RZ1508.geopotential number by the normal gravity value computed on the
 RZ1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1508.degrees latitude (g = 980.6199 gals.).
 RZ1508
 RZ1508.The modeled gravity was interpolated from observed gravity values.
 RZ1508
 RZ1508;                    North         East    Units  Estimated Accuracy
 RZ1508;SPC ID W     -   518,280.      735,450.      MT  (+/- 180 meters Scaled)
 RZ1508
 RZ1508                          SUPERSEDED SURVEY CONTROL
 RZ1508
 RZ1508.No superseded survey control is available for this station.
 RZ1508
 RZ1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM316306(NAD 83)
 RZ1508_MARKER: I = METAL ROD
 RZ1508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1508_SP_SET: STAINLESS STEEL ROD
 RZ1508_STAMPING: L 403 1982
 RZ1508_MARK LOGO: NGS   
 RZ1508_PROJECTION: FLUSH
 RZ1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1508_ROD/PIPE-DEPTH: 2.7  meters
 RZ1508
 RZ1508  HISTORY     - Date     Condition        Report By
 RZ1508  HISTORY     - 1982     MONUMENTED       NGS
 RZ1508
 RZ1508                          STATION DESCRIPTION
 RZ1508
 RZ1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1508'8.9 KM (5.6 MI) SE FROM CULDESAC.
 RZ1508'8.95 KM (5.6 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE Y-JUNCTION OF
 RZ1508'THE NORTH-SOUTH HIGHWAY IN CULDESAC, AT THE NORTHWEST END OF A SHORT
 RZ1508'NARROW FLAT AT THE NORTHWEST END OF A LONG CURVE, 13.4 METERS (44 FT)
 RZ1508'NORTHEAST OF THE HIGHWAY CENTERLINE, 28.6 METERS (94 FT) NORTHWEST OF
 RZ1508'THE NORTHWEST END OF A SHORT FRACTURED BEDROCK CUT.
 RZ1508'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 RZ1508'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RZ1536 ***********************************************************************
 RZ1536  DESIGNATION -  L 404
 RZ1536  PID         -  RZ1536
 RZ1536  STATE/COUNTY-  ID/IDAHO
 RZ1536  USGS QUAD   -  COTTONWOOD (1981)
 RZ1536
 RZ1536                         *CURRENT SURVEY CONTROL
 RZ1536  ___________________________________________________________________
 RZ1536* NAD 83(1986)-  46 05 23.     (N)    116 20 50.     (W)     SCALED    
 RZ1536* NAVD 88     -      1092.518  (meters)    3584.37   (feet)  ADJUSTED  
 RZ1536  ___________________________________________________________________
 RZ1536  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 RZ1536  DYNAMIC HT  -        1092.318 (meters)    3583.71  (feet)  COMP
 RZ1536  MODELED GRAV-     980,394.1   (mgal)                       NAVD 88
 RZ1536
 RZ1536  VERT ORDER  -  FIRST     CLASS II
 RZ1536
 RZ1536.The horizontal coordinates were scaled from a topographic map and have
 RZ1536.an estimated accuracy of +/- 6 seconds.
 RZ1536
 RZ1536.The orthometric height was determined by differential leveling
 RZ1536.and adjusted by the National Geodetic Survey in June 1991..
 RZ1536
 RZ1536.The geoid height was determined by GEOID03.
 RZ1536
 RZ1536.The dynamic height is computed by dividing the NAVD 88
 RZ1536.geopotential number by the normal gravity value computed on the
 RZ1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RZ1536.degrees latitude (g = 980.6199 gals.).
 RZ1536
 RZ1536.The modeled gravity was interpolated from observed gravity values.
 RZ1536
 RZ1536;                    North         East    Units  Estimated Accuracy
 RZ1536;SPC ID W     -   491,590.      753,820.      MT  (+/- 180 meters Scaled)
 RZ1536
 RZ1536                          SUPERSEDED SURVEY CONTROL
 RZ1536
 RZ1536.No superseded survey control is available for this station.
 RZ1536
 RZ1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM504042(NAD 83)
 RZ1536_MARKER: I = METAL ROD
 RZ1536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RZ1536_SP_SET: STAINLESS STEEL ROD
 RZ1536_STAMPING: L 404 1982
 RZ1536_MARK LOGO: NGS   
 RZ1536_PROJECTION: FLUSH
 RZ1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RZ1536_ROD/PIPE-DEPTH: 2.4  meters
 RZ1536
 RZ1536  HISTORY     - Date     Condition        Report By
 RZ1536  HISTORY     - 1982     MONUMENTED       NGS
 RZ1536
 RZ1536                          STATION DESCRIPTION
 RZ1536
 RZ1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RZ1536'4.0 KM (2.5 MI) NORTH FROM COTTONWOOD.
 RZ1536'4.05 KM (2.55 MI) NORTH ALONG US HIGHWAY 95 FROM THE SOUTH Y-JUNCTION
 RZ1536'OF BUSINESS ROUTE 95 IN COTTONWOOD, 0.75 KM (0.45 MI) SOUTH OF
 RZ1536'MILEPOST 258, 0.55 KM (0.35 MI) NORTH OF THE T-JUNCTION OF A GRAVEL
 RZ1536'ROAD LEADING WEST, 1 METER (3.3 FT) SOUTH OF THE Y-JUNCTION FENCE POST
 RZ1536'FOR THE NEZ PERCE INDIAN RESERVATION BOUNDARY FENCE AND THE RIGHT OF
 RZ1536'WAY FENCE, 30.2 METERS (99 FT) EAST OF THE HIGHWAY CENTERLINE, 0.4
 RZ1536'METER (1.3 FT) WEST OF THE RIGHT OF WAY FENCE.
 RZ1536'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RZ1536'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1019 ***********************************************************************
 RA1019  DESIGNATION -  L 405
 RA1019  PID         -  RA1019
 RA1019  STATE/COUNTY-  ID/IDAHO
 RA1019  USGS QUAD   -  WHITE BIRD (1982)
 RA1019
 RA1019                         *CURRENT SURVEY CONTROL
 RA1019  ___________________________________________________________________
 RA1019* NAD 83(1986)-  45 49 18.     (N)    116 15 59.     (W)     SCALED    
 RA1019* NAVD 88     -      1057.754  (meters)    3470.31   (feet)  ADJUSTED  
 RA1019  ___________________________________________________________________
 RA1019  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 RA1019  DYNAMIC HT  -        1057.549 (meters)    3469.64  (feet)  COMP
 RA1019  MODELED GRAV-     980,384.7   (mgal)                       NAVD 88
 RA1019
 RA1019  VERT ORDER  -  FIRST     CLASS II
 RA1019
 RA1019.The horizontal coordinates were scaled from a topographic map and have
 RA1019.an estimated accuracy of +/- 6 seconds.
 RA1019
 RA1019.The orthometric height was determined by differential leveling
 RA1019.and adjusted by the National Geodetic Survey in June 1991..
 RA1019
 RA1019.The geoid height was determined by GEOID03.
 RA1019
 RA1019.The dynamic height is computed by dividing the NAVD 88
 RA1019.geopotential number by the normal gravity value computed on the
 RA1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1019.degrees latitude (g = 980.6199 gals.).
 RA1019
 RA1019.The modeled gravity was interpolated from observed gravity values.
 RA1019
 RA1019;                    North         East    Units  Estimated Accuracy
 RA1019;SPC ID W     -   461,750.      759,870.      MT  (+/- 180 meters Scaled)
 RA1019
 RA1019                          SUPERSEDED SURVEY CONTROL
 RA1019
 RA1019.No superseded survey control is available for this station.
 RA1019
 RA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL569744(NAD 83)
 RA1019_MARKER: DB = BENCH MARK DISK
 RA1019_SETTING: 66 = SET IN ROCK OUTCROP
 RA1019_SP_SET: ROCK OUTCROP
 RA1019_STAMPING: L 405 1982
 RA1019_MARK LOGO: NGS   
 RA1019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1019+STABILITY: POSITION/ELEVATION WELL
 RA1019
 RA1019  HISTORY     - Date     Condition        Report By
 RA1019  HISTORY     - 1982     MONUMENTED       NGS
 RA1019
 RA1019                          STATION DESCRIPTION
 RA1019
 RA1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1019'8.1 KM (5.0 MI) NE FROM WHITE BIRD.
 RA1019'8.1 KM (5.05 MI) NORTHEAST ALONG US HIGHWAY 95 FROM THE NORTH END OF
 RA1019'THE MASSIVE STEEL BRIDGE OVER OLD HIGHWAY 95 IN WHITE BIRD, IN TOP OF
 RA1019'THE SOUTHWEST EDGE OF A 3- BY 5-FOOT SHELF IN A BEDROCK CUT, 1.8 KM
 RA1019'(1.15 MI) SOUTHWEST OF THE T-JUNCTION OF THE OLD HIGHWAY, 0.28 KM
 RA1019'(0.15 MI) SOUTHWEST OF MILEPOST 229, ACROSS THE HIGHWAY FROM THE
 RA1019'NORTHEAST END OF A LARGE BULLDOZED FLAT, 16.9 METERS (55.5 FT)
 RA1019'NORTHWEST OF THE HIGHWAY CENTERLINE, 42.7 METERS (140 FT) SOUTHWEST OF
 RA1019'THE NORTHEAST END OF THE CUT.
 RA1019'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RA1019'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RA1045 ***********************************************************************
 RA1045  DESIGNATION -  L 406
 RA1045  PID         -  RA1045
 RA1045  STATE/COUNTY-  ID/IDAHO
 RA1045  USGS QUAD   -  POLLOCK (1979)
 RA1045
 RA1045                         *CURRENT SURVEY CONTROL
 RA1045  ___________________________________________________________________
 RA1045* NAD 83(1986)-  45 20 34.     (N)    116 20 58.     (W)     SCALED    
 RA1045* NAVD 88     -       657.315  (meters)    2156.54   (feet)  ADJUSTED  
 RA1045  ___________________________________________________________________
 RA1045  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 RA1045  DYNAMIC HT  -         657.148 (meters)    2155.99  (feet)  COMP
 RA1045  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 RA1045
 RA1045  VERT ORDER  -  FIRST     CLASS II
 RA1045
 RA1045.The horizontal coordinates were scaled from a topographic map and have
 RA1045.an estimated accuracy of +/- 6 seconds.
 RA1045
 RA1045.The orthometric height was determined by differential leveling
 RA1045.and adjusted by the National Geodetic Survey in June 1991..
 RA1045
 RA1045.The geoid height was determined by GEOID03.
 RA1045
 RA1045.The dynamic height is computed by dividing the NAVD 88
 RA1045.geopotential number by the normal gravity value computed on the
 RA1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RA1045.degrees latitude (g = 980.6199 gals.).
 RA1045
 RA1045.The modeled gravity was interpolated from observed gravity values.
 RA1045
 RA1045;                    North         East    Units  Estimated Accuracy
 RA1045;SPC ID W     -   408,570.      753,020.      MT  (+/- 180 meters Scaled)
 RA1045
 RA1045                          SUPERSEDED SURVEY CONTROL
 RA1045
 RA1045.No superseded survey control is available for this station.
 RA1045
 RA1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNL509212(NAD 83)
 RA1045_MARKER: DB = BENCH MARK DISK
 RA1045_SETTING: 66 = SET IN ROCK OUTCROP
 RA1045_SP_SET: ROCK OUTCROP
 RA1045_STAMPING: L 406 1982
 RA1045_MARK LOGO: NGS   
 RA1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RA1045+STABILITY: POSITION/ELEVATION WELL
 RA1045
 RA1045  HISTORY     - Date     Condition        Report By
 RA1045  HISTORY     - 1982     MONUMENTED       NGS
 RA1045
 RA1045                          STATION DESCRIPTION
 RA1045
 RA1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RA1045'10.5 KM (6.5 MI) SOUTH FROM RIGGINS.
 RA1045'10.5 KM (6.55 MI) SOUTH ALONG US HIGHWAY 95 FROM THE POST OFFICE IN
 RA1045'RIGGINS, IN TOP OF THE SOUTHEAST END OF A 1.5- BY 3-FOOT ROCK SHELF AT
 RA1045'THE BASE OF THE BEDROCK CUT BETWEEN THE HIGHWAY AND A PRIVATE ROAD
 RA1045'LEADING SOUTHEAST ALONG THE HIGHWAY, 0.4 KM (0.25 MI) SOUTHEAST OF
 RA1045'MILEPOST 189, 7.6 METERS (25 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 RA1045'98.0 METERS (321.5 FT) NORTHWEST OF THE NORTHEAST END OF A 120-INCH
 RA1045'CORRUGATED METAL PIPE CULVERT UNDER THE HIGHWAY FOR SHEEP CREEK, 57.6
 RA1045'METERS (189 FT) EAST ACROSS THE HIGHWAY FROM THE EAST CORNER OF THE
 RA1045'SHEEP CREEK REST AREA TOILET BUILDING.
 RA1045'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 RA1045'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1079 ***********************************************************************
 QB1079  DESIGNATION -  L 407
 QB1079  PID         -  QB1079
 QB1079  STATE/COUNTY-  ID/ADAMS
 QB1079  USGS QUAD   -  TAMARACK (1986)
 QB1079
 QB1079                         *CURRENT SURVEY CONTROL
 QB1079  ___________________________________________________________________
 QB1079* NAD 83(1986)-  44 58 17.     (N)    116 22 36.     (W)     SCALED    
 QB1079* NAVD 88     -      1263.339  (meters)    4144.80   (feet)  ADJUSTED  
 QB1079  ___________________________________________________________________
 QB1079  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 QB1079  DYNAMIC HT  -        1262.874 (meters)    4143.28  (feet)  COMP
 QB1079  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 QB1079
 QB1079  VERT ORDER  -  FIRST     CLASS II
 QB1079
 QB1079.The horizontal coordinates were scaled from a topographic map and have
 QB1079.an estimated accuracy of +/- 6 seconds.
 QB1079
 QB1079.The orthometric height was determined by differential leveling
 QB1079.and adjusted by the National Geodetic Survey in June 1991..
 QB1079
 QB1079.The geoid height was determined by GEOID03.
 QB1079
 QB1079.The dynamic height is computed by dividing the NAVD 88
 QB1079.geopotential number by the normal gravity value computed on the
 QB1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1079.degrees latitude (g = 980.6199 gals.).
 QB1079
 QB1079.The modeled gravity was interpolated from observed gravity values.
 QB1079
 QB1079;                    North         East    Units  Estimated Accuracy
 QB1079;SPC ID W     -   367,320.      750,570.      MT  (+/- 180 meters Scaled)
 QB1079
 QB1079                          SUPERSEDED SURVEY CONTROL
 QB1079
 QB1079.No superseded survey control is available for this station.
 QB1079
 QB1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK491799(NAD 83)
 QB1079_MARKER: DB = BENCH MARK DISK
 QB1079_SETTING: 66 = SET IN ROCK OUTCROP
 QB1079_SP_SET: ROCK OUTCROP
 QB1079_STAMPING: L 407 1983
 QB1079_MARK LOGO: NGS   
 QB1079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QB1079+STABILITY: POSITION/ELEVATION WELL
 QB1079
 QB1079  HISTORY     - Date     Condition        Report By
 QB1079  HISTORY     - 1983     MONUMENTED       NGS
 QB1079
 QB1079                          STATION DESCRIPTION
 QB1079
 QB1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1079'9.5 KM (6.0 MI) SW FROM NEW MEADOWS.
 QB1079'9.55 KM (6.0 MI) SOUTHWEST ALONG US HIGHWAY 95 FROM THE JUNCTION OF
 QB1079'STATE HIGHWAY 55 IN NEW MEADOWS, ON THE WEST SLOPE OF AN OUTCROP AND
 QB1079'BOULDER-COVERED HILL, IN TOP OF AND 1.2 METERS (4 FT) SOUTH OF THE
 QB1079'NORTH END OF A 3- BY 15-FOOT VOLCANIC OUTCROP PROJECTING 3 FEET, 68.3
 QB1079'METERS (224 FT) SOUTHEAST OF MILEPOST 155, 75 METERS (246 FT)
 QB1079'SOUTHEAST ACROSS THE UNION PACIFIC RAILROAD FROM THE HIGHWAY
 QB1079'CENTERLINE, 46.6 METERS (153 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 43.6
 QB1079'METERS (143 FT) EAST OF THE CENTER OF A DIRT ROAD AT A CURVE IN THE
 QB1079'ROAD, 30 METERS (98.5 FT) NORTHEAST OF A 36-INCH TWIN PINE,
 QB1079'17.7 METERS (58 FT) SOUTHEAST OF POWER POLE 887, 0.3 METER (1 FT) WEST
 QB1079'OF THE EAST EDGE OF THE OUTCROP.
 QB1079'THE MARK IS 1.3 METERS  SW FROM A WITNESS POST.
 QB1079'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QB1107 ***********************************************************************
 QB1107  DESIGNATION -  L 408
 QB1107  PID         -  QB1107
 QB1107  STATE/COUNTY-  ID/WASHINGTON
 QB1107  USGS QUAD   -  CAMBRIDGE (1986)
 QB1107
 QB1107                         *CURRENT SURVEY CONTROL
 QB1107  ___________________________________________________________________
 QB1107* NAD 83(1986)-  44 33 51.     (N)    116 39 24.     (W)     SCALED    
 QB1107* NAVD 88     -       807.213  (meters)    2648.33   (feet)  ADJUSTED  
 QB1107  ___________________________________________________________________
 QB1107  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 QB1107  DYNAMIC HT  -         806.979 (meters)    2647.56  (feet)  COMP
 QB1107  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 QB1107
 QB1107  VERT ORDER  -  FIRST     CLASS II
 QB1107
 QB1107.The horizontal coordinates were scaled from a topographic map and have
 QB1107.an estimated accuracy of +/- 6 seconds.
 QB1107
 QB1107.The orthometric height was determined by differential leveling
 QB1107.and adjusted by the National Geodetic Survey in June 1991..
 QB1107
 QB1107.The geoid height was determined by GEOID03.
 QB1107
 QB1107.The dynamic height is computed by dividing the NAVD 88
 QB1107.geopotential number by the normal gravity value computed on the
 QB1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QB1107.degrees latitude (g = 980.6199 gals.).
 QB1107
 QB1107.The modeled gravity was interpolated from observed gravity values.
 QB1107
 QB1107;                    North         East    Units  Estimated Accuracy
 QB1107;SPC ID W     -   322,280.      727,980.      MT  (+/- 180 meters Scaled)
 QB1107
 QB1107                          SUPERSEDED SURVEY CONTROL
 QB1107
 QB1107.No superseded survey control is available for this station.
 QB1107
 QB1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNK272345(NAD 83)
 QB1107_MARKER: I = METAL ROD
 QB1107_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QB1107_SP_SET: STAINLESS STEEL ROD
 QB1107_STAMPING: L 408 1983
 QB1107_MARK LOGO: NGS   
 QB1107_PROJECTION: FLUSH
 QB1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QB1107_ROD/PIPE-DEPTH: 9.4  meters
 QB1107
 QB1107  HISTORY     - Date     Condition        Report By
 QB1107  HISTORY     - 1983     MONUMENTED       NGS
 QB1107
 QB1107                          STATION DESCRIPTION
 QB1107
 QB1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QB1107'2.1 KM (1.3 MI) EAST FROM CAMBRIDGE.
 QB1107'2.15 KM (1.35 MI) EAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF STATE
 QB1107'HIGHWAY 71 IN CAMBRIDGE, 0.55 KM (0.35 MI) WEST OF MILEPOST 115, ON
 QB1107'THE NORTHWEST CORNER OF THE INTERSECTION OF A PAVED ROAD, 11.9 METERS
 QB1107'(39 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 26.5 METERS (87 FT)
 QB1107'WEST OF THE CENTERLINE OF THE ROAD, 104.8 METERS (344 FT) WEST OF
 QB1107'BENCH MARK EE 321 IDPWD, 4.1 METERS (13.5 FT) WEST OF THE SOUTHWEST
 QB1107'CORNER OF A CHAIN LINK FENCE AROUND A SUBSTATION, 4.1 METERS (13.5 FT)
 QB1107'WEST OF A POWER LINE POLE, 0.3 METER (1 FT) SOUTH OF THE RIGHT OF WAY
 QB1107'FENCE.
 QB1107'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 QB1107'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0641 ***********************************************************************
 OX0641  DESIGNATION -  L 409
 OX0641  PID         -  OX0641
 OX0641  STATE/COUNTY-  ID/BONNEVILLE
 OX0641  USGS QUAD   -  UCON (1979)
 OX0641
 OX0641                         *CURRENT SURVEY CONTROL
 OX0641  ___________________________________________________________________
 OX0641* NAD 83(1986)-  43 34 35.     (N)    111 58 45.     (W)     SCALED    
 OX0641* NAVD 88     -      1460.978  (meters)    4793.23   (feet)  ADJUSTED  
 OX0641  ___________________________________________________________________
 OX0641  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 OX0641  DYNAMIC HT  -        1460.217 (meters)    4790.73  (feet)  COMP
 OX0641  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 OX0641
 OX0641  VERT ORDER  -  FIRST     CLASS II
 OX0641
 OX0641.The horizontal coordinates were scaled from a topographic map and have
 OX0641.an estimated accuracy of +/- 6 seconds.
 OX0641
 OX0641.The orthometric height was determined by differential leveling
 OX0641.and adjusted by the National Geodetic Survey in June 1991..
 OX0641
 OX0641.The geoid height was determined by GEOID03.
 OX0641
 OX0641.The dynamic height is computed by dividing the NAVD 88
 OX0641.geopotential number by the normal gravity value computed on the
 OX0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0641.degrees latitude (g = 980.6199 gals.).
 OX0641
 OX0641.The modeled gravity was interpolated from observed gravity values.
 OX0641
 OX0641;                    North         East    Units  Estimated Accuracy
 OX0641;SPC ID E     -   212,150.      215,140.      MT  (+/- 180 meters Scaled)
 OX0641
 OX0641                          SUPERSEDED SURVEY CONTROL
 OX0641
 OX0641  NGVD 29 (08/20/92) 1459.898  (m)         4789.68   (f) ADJUSTED    1 2
 OX0641
 OX0641.Superseded values are not recommended for survey control.
 OX0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0641.See file dsdata.txt to determine how the superseded data were derived.
 OX0641
 OX0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP209252(NAD 83)
 OX0641_MARKER: I = METAL ROD
 OX0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OX0641_SP_SET: STAINLESS STEEL ROD
 OX0641_STAMPING: L 409 1983
 OX0641_MARK LOGO: NGS   
 OX0641_PROJECTION: FLUSH
 OX0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0641_ROD/PIPE-DEPTH: 4.0  meters
 OX0641
 OX0641  HISTORY     - Date     Condition        Report By
 OX0641  HISTORY     - 1983     MONUMENTED       NGS
 OX0641
 OX0641                          STATION DESCRIPTION
 OX0641
 OX0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OX0641'10.7 KM (6.65 MI) NE FROM IDAHO FALLS.
 OX0641'10.7 KM (6.65 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 OX0641'ITS JUNCTION WITH BROADWAY STREET IN IDAHO FALLS, 66. 3 METERS (217.5
 OX0641'FT) NORTHWEST OF THE NEAR RAIL, 58.2 METERS (190.9 FT) NORTHEAST OF
 OX0641'THE NORTH CORNER OF A HIGHWAY BRIDGE OVER A CANAL, 50.6 METERS (166.0
 OX0641'FT) WEST OF HIGHWAY MILEPOST 314, AND 36.6 METERS (120.1 FT) NORTHWEST
 OX0641'OF THE CENTERLINE OF U.S. HIGHWAY 20.  ACCESS TO THE DATUM POINT IS
 OX0641'THROUGH A 5-INCH LOGO CAP.
 OX0641'THE MARK IS 0.3 METERS  SE FROM  A FENCE AND WITNESS POST
 OX0641'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 QY0342 ***********************************************************************
 QY0342  DESIGNATION -  L 41
 QY0342  PID         -  QY0342
 QY0342  STATE/COUNTY-  ID/LEMHI
 QY0342  USGS QUAD   -  BIRD CREEK (1966)
 QY0342
 QY0342                         *CURRENT SURVEY CONTROL
 QY0342  ___________________________________________________________________
 QY0342* NAD 83(1986)-  45 17 10.     (N)    113 53 35.     (W)     SCALED    
 QY0342* NAVD 88     -      1157.465  (meters)    3797.45   (feet)  ADJUSTED  
 QY0342  ___________________________________________________________________
 QY0342  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 QY0342  DYNAMIC HT  -        1157.040 (meters)    3796.06  (feet)  COMP
 QY0342  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 QY0342
 QY0342  VERT ORDER  -  FIRST     CLASS II
 QY0342
 QY0342.The horizontal coordinates were scaled from a topographic map and have
 QY0342.an estimated accuracy of +/- 6 seconds.
 QY0342
 QY0342.The orthometric height was determined by differential leveling
 QY0342.and adjusted by the National Geodetic Survey in June 1991..
 QY0342.WARNING-Repeat measurements at this control monument indicate possible
 QY0342.vertical movement.
 QY0342
 QY0342.The geoid height was determined by GEOID03.
 QY0342
 QY0342.The dynamic height is computed by dividing the NAVD 88
 QY0342.geopotential number by the normal gravity value computed on the
 QY0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QY0342.degrees latitude (g = 980.6199 gals.).
 QY0342
 QY0342.The modeled gravity was interpolated from observed gravity values.
 QY0342
 QY0342;                    North         East    Units  Estimated Accuracy
 QY0342;SPC ID C     -   402,110.      508,390.      MT  (+/- 180 meters Scaled)
 QY0342
 QY0342                          SUPERSEDED SURVEY CONTROL
 QY0342
 QY0342  NGVD 29 (??/??/92) 1156.322  (m)         3793.70   (f) ADJ UNCH    1 2
 QY0342
 QY0342.Superseded values are not recommended for survey control.
 QY0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QY0342.See file dsdata.txt to determine how the superseded data were derived.
 QY0342
 QY0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTR731188(NAD 83)
 QY0342_MARKER: DB = BENCH MARK DISK
 QY0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QY0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QY0342_STAMPING: L 41 1934
 QY0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QY0342+STABILITY: SURFACE MOTION
 QY0342
 QY0342  HISTORY     - Date     Condition        Report By
 QY0342  HISTORY     - 1934     MONUMENTED       CGS
 QY0342  HISTORY     - 1966     POOR             USGS
 QY0342
 QY0342                          STATION DESCRIPTION
 QY0342
 QY0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QY0342'7.7 MI N FROM SALMON.
 QY0342'7.7 MILES NORTH ALONG U.S. HIGHWAY 93 FROM THE COURTHOUSE AT SALMON,
 QY0342'LEMHI COUNTY, 72 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO
 QY0342'THE BLOOMBERG RANCH IN 1934, 60 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 QY0342'OF THE BLOOMBERG HOUSE, 52 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 QY0342'6 FEET NORTH OF THE SOUTHEAST CORNER OF A FENCE, AND 2.5 FEET EAST OF
 QY0342'THE YARD FENCE.  A STANDARD DISK, STAMPED L 41 1934 AND SET IN THE TOP
 QY0342'OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN JULY 1945 THAT THE
 QY0342'CONCRETE POST IS LEANING TO THE NORTH AND SLIGHTLY LOOSE IN THE
 QY0342'GROUND.
 QY0342
 QY0342                          STATION RECOVERY (1966)
 QY0342
 QY0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 QY0342'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0743 ***********************************************************************
 PY0743  DESIGNATION -  L 410
 PY0743  PID         -  PY0743
 PY0743  STATE/COUNTY-  ID/FREMONT
 PY0743  USGS QUAD   -  LOOKOUT BUTTE (1965)
 PY0743
 PY0743                         *CURRENT SURVEY CONTROL
 PY0743  ___________________________________________________________________
 PY0743* NAD 83(1986)-  44 12 36.     (N)    111 27 03.     (W)     SCALED    
 PY0743* NAVD 88     -      1872.222  (meters)    6142.45   (feet)  ADJUSTED  
 PY0743  ___________________________________________________________________
 PY0743  GEOID HEIGHT-         -10.06  (meters)                     GEOID03
 PY0743  DYNAMIC HT  -        1871.171 (meters)    6139.00  (feet)  COMP
 PY0743  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 PY0743
 PY0743  VERT ORDER  -  FIRST     CLASS II
 PY0743
 PY0743.The horizontal coordinates were scaled from a topographic map and have
 PY0743.an estimated accuracy of +/- 6 seconds.
 PY0743
 PY0743.The orthometric height was determined by differential leveling
 PY0743.and adjusted by the National Geodetic Survey in June 1991..
 PY0743
 PY0743.The geoid height was determined by GEOID03.
 PY0743
 PY0743.The dynamic height is computed by dividing the NAVD 88
 PY0743.geopotential number by the normal gravity value computed on the
 PY0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0743.degrees latitude (g = 980.6199 gals.).
 PY0743
 PY0743.The modeled gravity was interpolated from observed gravity values.
 PY0743
 PY0743;                    North         East    Units  Estimated Accuracy
 PY0743;SPC ID E     -   282,780.      257,210.      MT  (+/- 180 meters Scaled)
 PY0743
 PY0743                          SUPERSEDED SURVEY CONTROL
 PY0743
 PY0743  NGVD 29 (08/20/92) 1871.061  (m)         6138.64   (f) ADJUSTED    1 2
 PY0743
 PY0743.Superseded values are not recommended for survey control.
 PY0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0743.See file dsdata.txt to determine how the superseded data were derived.
 PY0743
 PY0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP639952(NAD 83)
 PY0743_MARKER: I = METAL ROD
 PY0743_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY0743+WITH SETTING: INFORMATION.
 PY0743_SP_SET: SHALLOW SET METAL ROD
 PY0743_STAMPING: L 410 1983
 PY0743_MARK LOGO: NGS   
 PY0743_PROJECTION: FLUSH
 PY0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0743_ROD/PIPE-DEPTH: 0.9  meters
 PY0743
 PY0743  HISTORY     - Date     Condition        Report By
 PY0743  HISTORY     - 1983     MONUMENTED       NGS
 PY0743
 PY0743                          STATION DESCRIPTION
 PY0743
 PY0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0743'17.1 KM (10.6 MI) NE FROM ASHTON.
 PY0743'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 47 FROM THE UNION PACIFIC
 PY0743'RAILROAD STATION IN ASHTON, THENCE 16.7 KM (10.35 MI) NORTHEASTERLY
 PY0743'ALONG U.S. HIGHWAY 20, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 371, 24.0
 PY0743'METERS (78.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 20.3
 PY0743'METERS (66.6 FT) NORTH OF THE CENTER OF HATERY FORD ROAD NUMBER 351.
 PY0743'REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 PY0743'5-INCH LOGO CAP.
 PY0743'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 PY0743'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1453 ***********************************************************************
 NU1453  DESIGNATION -  L 411
 NU1453  PID         -  NU1453
 NU1453  STATE/COUNTY-  ID/BANNOCK
 NU1453  USGS QUAD   -  POCATELLO SOUTH (1974)
 NU1453
 NU1453                         *CURRENT SURVEY CONTROL
 NU1453  ___________________________________________________________________
 NU1453* NAD 83(1986)-  42 50 19.     (N)    112 25 12.     (W)     SCALED    
 NU1453* NAVD 88     -      1360.966  (meters)    4465.10   (feet)  ADJUSTED  
 NU1453  ___________________________________________________________________
 NU1453  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 NU1453  DYNAMIC HT  -        1360.188 (meters)    4462.55  (feet)  COMP
 NU1453  MODELED GRAV-     980,001.7   (mgal)                       NAVD 88
 NU1453
 NU1453  VERT ORDER  -  FIRST     CLASS II
 NU1453
 NU1453.The horizontal coordinates were scaled from a topographic map and have
 NU1453.an estimated accuracy of +/- 6 seconds.
 NU1453
 NU1453.The orthometric height was determined by differential leveling
 NU1453.and adjusted by the National Geodetic Survey in June 1991..
 NU1453
 NU1453.The geoid height was determined by GEOID03.
 NU1453
 NU1453.The dynamic height is computed by dividing the NAVD 88
 NU1453.geopotential number by the normal gravity value computed on the
 NU1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1453.degrees latitude (g = 980.6199 gals.).
 NU1453
 NU1453.The modeled gravity was interpolated from observed gravity values.
 NU1453
 NU1453;                    North         East    Units  Estimated Accuracy
 NU1453;SPC ID E     -   130,200.      179,290.      MT  (+/- 180 meters Scaled)
 NU1453
 NU1453                          SUPERSEDED SURVEY CONTROL
 NU1453
 NU1453.No superseded survey control is available for this station.
 NU1453
 NU1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN839438(NAD 83)
 NU1453_MARKER: DB = BENCH MARK DISK
 NU1453_SETTING: 66 = SET IN ROCK OUTCROP
 NU1453_SP_SET: ROCK OUTCROP
 NU1453_STAMPING: L 411 1983
 NU1453_MARK LOGO: NGS   
 NU1453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU1453+STABILITY: POSITION/ELEVATION WELL
 NU1453
 NU1453  HISTORY     - Date     Condition        Report By
 NU1453  HISTORY     - 1983     MONUMENTED       NGS
 NU1453  HISTORY     - 1983     GOOD             NGS
 NU1453  HISTORY     - 19990630 MARK NOT FOUND   IDTD
 NU1453
 NU1453                          STATION DESCRIPTION
 NU1453
 NU1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1453'3.4 KM (2.1 MI) SE FROM POCATELLO.
 NU1453'3.4 KM (2.1 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 NU1453'THE RAILROAD STATION IN POCATELLO, IN THE CENTER OF A 3 BY 4 FT
 NU1453'EXPOSED AREA OF OUTCROPPING BEDROCK, 145.1 METERS (476.0 FT) NORTHEAST
 NU1453'OF THE NEAR RAIL, 23.0 METERS (75.5 FT) SOUTH OF A UTILITY POLE, 17.5
 NU1453'METERS (57.4 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, AND 3.9
 NU1453'METERS (12.8 FT) NORTHEAST OF THE EDGE OF A ROCK LEDGE.
 NU1453'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NU1453'THE MARK IS 0.6 M ABOVE THE TRACKS.
 NU1453
 NU1453                          STATION RECOVERY (1983)
 NU1453
 NU1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NU1453'RECOVERED IN GOOD CONDITION.
 NU1453
 NU1453                          STATION RECOVERY (1999)
 NU1453
 NU1453'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (RE)
 NU1453'AFTER A PROLONGED SEARCH THIS BENCH MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0823 ***********************************************************************
 OZ0823  DESIGNATION -  L 412
 OZ0823  PID         -  OZ0823
 OZ0823  STATE/COUNTY-  ID/ELMORE
 OZ0823  USGS QUAD   -  MOUNTAIN HOME NORTH (1992)
 OZ0823
 OZ0823                         *CURRENT SURVEY CONTROL
 OZ0823  ___________________________________________________________________
 OZ0823* NAD 83(1986)-  43 08 42.     (N)    115 42 26.     (W)     SCALED    
 OZ0823* NAVD 88     -       964.474  (meters)    3164.28   (feet)  ADJUSTED  
 OZ0823  ___________________________________________________________________
 OZ0823  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 OZ0823  DYNAMIC HT  -         964.058 (meters)    3162.91  (feet)  COMP
 OZ0823  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 OZ0823
 OZ0823  VERT ORDER  -  FIRST     CLASS II
 OZ0823
 OZ0823.The horizontal coordinates were scaled from a topographic map and have
 OZ0823.an estimated accuracy of +/- 6 seconds.
 OZ0823
 OZ0823.The orthometric height was determined by differential leveling
 OZ0823.and adjusted by the National Geodetic Survey in June 1991..
 OZ0823
 OZ0823.The geoid height was determined by GEOID03.
 OZ0823
 OZ0823.The dynamic height is computed by dividing the NAVD 88
 OZ0823.geopotential number by the normal gravity value computed on the
 OZ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0823.degrees latitude (g = 980.6199 gals.).
 OZ0823
 OZ0823.The modeled gravity was interpolated from observed gravity values.
 OZ0823
 OZ0823;                    North         East    Units  Estimated Accuracy
 OZ0823;SPC ID W     -   164,210.      803,480.      MT  (+/- 180 meters Scaled)
 OZ0823
 OZ0823                          SUPERSEDED SURVEY CONTROL
 OZ0823
 OZ0823.No superseded survey control is available for this station.
 OZ0823
 OZ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH051777(NAD 83)
 OZ0823_MARKER: I = METAL ROD
 OZ0823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OZ0823_SP_SET: STAINLESS STEEL ROD
 OZ0823_STAMPING: L 412 1983
 OZ0823_MARK LOGO: NGS   
 OZ0823_PROJECTION: PROJECTING 5 CENTIMETERS
 OZ0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OZ0823_ROD/PIPE-DEPTH: 8.2  meters
 OZ0823
 OZ0823  HISTORY     - Date     Condition        Report By
 OZ0823  HISTORY     - 1983     MONUMENTED       NGS
 OZ0823
 OZ0823                          STATION DESCRIPTION
 OZ0823
 OZ0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OZ0823'2.1 KM (1.3 MI) NW FROM MOUNTAIN HOME.
 OZ0823'2.1 KM (1.3 MI) NORTHWEST ALONG THE OREGON TRAIL HIGHWAY FROM THE
 OZ0823'UNION PACIFIC RAILROAD OVERPASS IN MOUNTAIN HOME, AT THE Y JUNCTIONS
 OZ0823'OF JEROME STREET LEADING NORTH AND TWELFTH STREET LEADING EAST, 14.0
 OZ0823'METERS (46 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 29.9 METERS (98
 OZ0823'FT) NORTHEAST OF THE NORTHEAST RAIL, 14.2 METERS (46.5 FT) NORTH OF
 OZ0823'THE EXTENDED CENTER OF TWELFTH STREET, 4.9 METERS (16 FT) EAST OF THE
 OZ0823'EXTENDED CENTER OF JEROME STREET AND 2.7 METERS (9 FT) SOUTHEAST OF A
 OZ0823'GUY POLE FOR A Y JUNCTION POWERLINE POLE.
 OZ0823'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 OZ0823'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB5030 ***********************************************************************
 AB5030  DESIGNATION -  L 413 RESET
 AB5030  PID         -  AB5030
 AB5030  STATE/COUNTY-  ID/GOODING
 AB5030  USGS QUAD   -  BLISS (1992)
 AB5030
 AB5030                         *CURRENT SURVEY CONTROL
 AB5030  ___________________________________________________________________
 AB5030* NAD 83(1986)-  42 55 32.     (N)    114 57 51.     (W)     SCALED    
 AB5030* NAVD 88     -       984.98   (meters)    3231.6    (feet)  RESET     
 AB5030  ___________________________________________________________________
 AB5030  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 AB5030
 AB5030  VERT ORDER  -  THIRD
 AB5030
 AB5030.The horizontal coordinates were scaled from a topographic map and have
 AB5030.an estimated accuracy of +/- 6 seconds.
 AB5030
 AB5030.The orthometric height was computed from unverified reset data.
 AB5030
 AB5030.The geoid height was determined by GEOID03.
 AB5030
 AB5030;                    North         East    Units  Estimated Accuracy
 AB5030;SPC ID C     -   140,280.      421,290.      MT  (+/- 180 meters Scaled)
 AB5030
 AB5030                          SUPERSEDED SURVEY CONTROL
 AB5030
 AB5030.No superseded survey control is available for this station.
 AB5030
 AB5030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH661545(NAD 83)
 AB5030_MARKER: DV = VERTICAL CONTROL DISK
 AB5030_SETTING: 66 = SET IN ROCK OUTCROP
 AB5030_STAMPING: L 413 RESET 1996
 AB5030_MARK LOGO: NGS   
 AB5030_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB5030+STABILITY: POSITION/ELEVATION WELL
 AB5030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5030+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB5030
 AB5030  HISTORY     - Date     Condition        Report By
 AB5030  HISTORY     - 1996     MONUMENTED       NGS
 AB5030
 AB5030                          STATION DESCRIPTION
 AB5030
 AB5030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (BEK)
 AB5030'REACHED FROM THE POST OFFICE IN BLISS.  GO WEST ON OLD U.S.  HIGHWAY
 AB5030'30 FOR 1.36 KM (0.85 MI) TO THE MARK ON THE LEFT.  OWNERSHIP--HIGHWAY
 AB5030'RIGHT-OF-WAY.  LOCATED 15.0 M (49.2 FT) SOUTH OF THE PAINTED
 AB5030'CENTERLINE, 30.0 M (98.4 FT) EAST OF THE APPROXIMATE CENTER OF AN
 AB5030'APPROACH DIRT ROAD, 7.0 M (23.0 FT) SOUTHEAST OF A 4-INCH BY 4-INCH
 AB5030'WOOD POST SUPPORTING A SIGN (IDAHO GEM COMMUNITY) , 0.25 M (0.82 FT)
 AB5030'NORTH OF THE RIGHT-OF-WAY FENCE, 0.35 M (1.15 FT) EAST OF A FIBERGLASS
 AB5030'WITNESS POST AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY. MARK IS
 AB5030'CEMENTED INTO A DRILL HOLE IN A FLAT PORTION OF OUTCROP FLUSH WITH THE
 AB5030'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0829 ***********************************************************************
 NV0829  DESIGNATION -  L 414
 NV0829  PID         -  NV0829
 NV0829  STATE/COUNTY-  ID/LINCOLN
 NV0829  USGS QUAD   -  SHOSHONE (1992)
 NV0829
 NV0829                         *CURRENT SURVEY CONTROL
 NV0829  ___________________________________________________________________
 NV0829* NAD 83(1992)-  42 55 43.21740(N)    114 24 40.69724(W)     ADJUSTED  
 NV0829* NAVD 88     -      1213.293  (meters)    3980.61   (feet)  ADJUSTED  
 NV0829  ___________________________________________________________________
 NV0829  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 NV0829  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NV0829  DYNAMIC HT  -        1212.688 (meters)    3978.63  (feet)  COMP
 NV0829  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 NV0829
 NV0829  HORZ ORDER  -  THIRD
 NV0829  VERT ORDER  -  FIRST     CLASS II
 NV0829
 NV0829.The horizontal coordinates were established by classical geodetic methods
 NV0829.and adjusted by the National Geodetic Survey in January 1993..
 NV0829.No horizontal observational check was made to the station.
 NV0829
 NV0829.The orthometric height was determined by differential leveling
 NV0829.and adjusted by the National Geodetic Survey in June 1991..
 NV0829
 NV0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 NV0829
 NV0829.The geoid height was determined by GEOID03.
 NV0829
 NV0829.The dynamic height is computed by dividing the NAVD 88
 NV0829.geopotential number by the normal gravity value computed on the
 NV0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0829.degrees latitude (g = 980.6199 gals.).
 NV0829
 NV0829.The modeled gravity was interpolated from observed gravity values.
 NV0829
 NV0829;                    North         East     Units Scale Factor Converg.
 NV0829;SPC ID C     -   140,257.027   466,424.787   MT  0.99996123   -0 16 48.5
 NV0829;UTM  11      - 4,756,145.416   711,249.496   MT  1.00014904   +1 45 49.6
 NV0829
 NV0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NV0829!SPC ID C     -   0.99981203  x   0.99996123  =   0.99977327
 NV0829!UTM  11      -   0.99981203  x   1.00014904  =   0.99996104
 NV0829
 NV0829                          SUPERSEDED SURVEY CONTROL
 NV0829
 NV0829  NAVD 88 (01/19/93) 1213.29   (m)         3980.6    (f) LEVELING    3  
 NV0829
 NV0829.Superseded values are not recommended for survey control.
 NV0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0829.See file dsdata.txt to determine how the superseded data were derived.
 NV0829
 NV0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH1124956145(NAD 83)
 NV0829_MARKER: DV = VERTICAL CONTROL DISK
 NV0829_SETTING: 66 = SET IN ROCK OUTCROP
 NV0829_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NV0829_STAMPING: L 414 1983
 NV0829_MARK LOGO: NGS   
 NV0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0829+STABILITY: POSITION/ELEVATION WELL
 NV0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0829+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1994
 NV0829
 NV0829  HISTORY     - Date     Condition        Report By
 NV0829  HISTORY     - 1983     MONUMENTED       NGS
 NV0829  HISTORY     - 19920513 GOOD             NGS
 NV0829  HISTORY     - 19940713 GOOD             NGS
 NV0829
 NV0829                          STATION DESCRIPTION
 NV0829
 NV0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0829'0.8 KM (0.5 MI) SOUTH FROM SHOSHONE.
 NV0829'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 NV0829'0.85 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0829'U.S. HIGHWAY 26 AT SHOSHONE, IN TOP OF AND 2.1 METERS (7 FT) SOUTH OF
 NV0829'THE NORTH EDGE OF A 9 BY 20 FOOT PORTION OF VOLCANIC ROCK OUTCROP
 NV0829'FLUSH WITH THE SURFACE OF THE GROUND AND ON THE WEST CORNER OF THE Y
 NV0829'JUNCTION OF A PAVED ROAD LEADING NORTH, 0.15 KM (0.1 MI) SOUTH OF THE
 NV0829'T JUNCTION OF STATE HIGHWAY 24 AND 0.15 KM (0.1 MI) NORTH OF MILEPOST
 NV0829'73, 13.2 METERS (43.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 17.2
 NV0829'METERS (56.5 FT) WEST OF THE EXTENDED CENTER OF THE PAVED ROAD, 6.8
 NV0829'METERS (22.5 FT) NORTH OF POWER POLE 424, 1.8 METERS (6 FT) SOUTHEAST
 NV0829'OF THE RIGHT OF WAY FENCE AND 1.7 METERS (5.5 FT) NORTHWEST OF THE
 NV0829'SOUTHEAST EDGE OF THE OUTCROP.
 NV0829'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 NV0829
 NV0829                          STATION RECOVERY (1992)
 NV0829
 NV0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0829'MARK WAS WAS RECOVERED IN GOOD CONDITION.
 NV0829'MARK IS LOCATED AT THE SOUTHWEST EDGE OF SHOSHONE. OWNERSHIP--HIGHWAY
 NV0829'RIGHT-OF-WAY.
 NV0829'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 93 AND 26 IN SHOSHONE GO
 NV0829'SOUTH ON U.S. HIGHWAY 93 FOR 0.855 KM (0.531 MI) TO THE MARK ON THE
 NV0829'RIGHT AT THE Y JUNCTION OF A ROAD LEADING NORTH-NORTHWEST LEADING TO
 NV0829'THE BUREAU OF LAND MANAGEMENT.  LOCATED 13.3 M (43.6 FT) NORTHWEST OF
 NV0829'THE CENTERLINE OF THE HIGHWAY, 6.8 M (22.3 FT) NORTH OF POWER POLE
 NV0829'424, 1.8 M (5.9 FT) SOUTHEAST FROM THE RIGHT-OF-WAY FENCE AND 0.4 M
 NV0829'(1.3 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 NV0829'MARK IS CEMENTED INTO A DRILL HOLE IN A 9 BY 20 FOOT PORTION OF
 NV0829'VOLCANIC OUTCROP FLUSH WITH THE GROUND SURFACE AND PROJECTING ABOUT
 NV0829'0.6 M (2.0 FT) ABOVE THE HIGHWAY.
 NV0829
 NV0829                          STATION RECOVERY (1994)
 NV0829
 NV0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NV0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0814 ***********************************************************************
 OZ0814  DESIGNATION -  L 415
 OZ0814  PID         -  OZ0814
 OZ0814  STATE/COUNTY-  ID/ELMORE
 OZ0814  USGS QUAD   -  MAYFIELD SE (1990)
 OZ0814
 OZ0814                         *CURRENT SURVEY CONTROL
 OZ0814  ___________________________________________________________________
 OZ0814* NAD 83(1986)-  43 15 40.     (N)    115 51 45.     (W)     SCALED    
 OZ0814* NAVD 88     -       991.435  (meters)    3252.73   (feet)  ADJUSTED  
 OZ0814  ___________________________________________________________________
 OZ0814  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 OZ0814  DYNAMIC HT  -         991.004 (meters)    3251.32  (feet)  COMP
 OZ0814  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 OZ0814
 OZ0814  VERT ORDER  -  FIRST     CLASS II
 OZ0814
 OZ0814.The horizontal coordinates were scaled from a topographic map and have
 OZ0814.an estimated accuracy of +/- 6 seconds.
 OZ0814
 OZ0814.The orthometric height was determined by differential leveling
 OZ0814.and adjusted by the National Geodetic Survey in June 1991..
 OZ0814
 OZ0814.The geoid height was determined by GEOID03.
 OZ0814
 OZ0814.The dynamic height is computed by dividing the NAVD 88
 OZ0814.geopotential number by the normal gravity value computed on the
 OZ0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0814.degrees latitude (g = 980.6199 gals.).
 OZ0814
 OZ0814.The modeled gravity was interpolated from observed gravity values.
 OZ0814
 OZ0814;                    North         East    Units  Estimated Accuracy
 OZ0814;SPC ID W     -   177,110.      790,870.      MT  (+/- 180 meters Scaled)
 OZ0814
 OZ0814                          SUPERSEDED SURVEY CONTROL
 OZ0814
 OZ0814.No superseded survey control is available for this station.
 OZ0814
 OZ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH923904(NAD 83)
 OZ0814_MARKER: DB = BENCH MARK DISK
 OZ0814_SETTING: 66 = SET IN ROCK OUTCROP
 OZ0814_SP_SET: ROCK OUTCROP
 OZ0814_STAMPING: L 415 1983
 OZ0814_MARK LOGO: NGS   
 OZ0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OZ0814+STABILITY: POSITION/ELEVATION WELL
 OZ0814
 OZ0814  HISTORY     - Date     Condition        Report By
 OZ0814  HISTORY     - 1983     MONUMENTED       NGS
 OZ0814
 OZ0814                          STATION DESCRIPTION
 OZ0814
 OZ0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OZ0814'20.8 KM (12.9 MI) NW FROM MOUNTAIN HOME.
 OZ0814'18.2 KM (11.3 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM
 OZ0814'THE UNION PACIFIC OVERPASS AT MOUNTAIN HOME, THENCE 2.6 KM (1.6 MI)
 OZ0814'NORTHWEST ALONG INTERSTATE 84, IN TOP OF A 5- BY 5-FOOT PORTION OF
 OZ0814'GRAY OUTCROP FLUSH WITH THE SURFACE OF THE GROUND AT THE BOTTOM OF THE
 OZ0814'NORTHEAST BORROW DITCH OF THE WESTBOUND LANES, 0.5 KM (0.3 MI)
 OZ0814'NORTHWEST OF MILEPOST 82, 9.7 METERS (32 FT) NORTHEAST OF THE
 OZ0814'CENTERLINE OF THE WESTBOUND LANES, 36.0 METERS (118 FT) SOUTHWEST OF
 OZ0814'THE RIGHT OF WAY FENCE.
 OZ0814'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 OZ0814'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1110 ***********************************************************************
 OH1110  DESIGNATION -  L 416
 OH1110  PID         -  OH1110
 OH1110  STATE/COUNTY-  ID/CANYON
 OH1110  USGS QUAD   -  NAMPA (1971)
 OH1110
 OH1110                         *CURRENT SURVEY CONTROL
 OH1110  ___________________________________________________________________
 OH1110* NAD 83(1986)-  43 33 10.     (N)    116 31 57.     (W)     SCALED    
 OH1110* NAVD 88     -       770.561  (meters)    2528.08   (feet)  ADJUSTED  
 OH1110  ___________________________________________________________________
 OH1110  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 OH1110  DYNAMIC HT  -         770.290 (meters)    2527.19  (feet)  COMP
 OH1110  MODELED GRAV-     980,242.8   (mgal)                       NAVD 88
 OH1110
 OH1110  VERT ORDER  -  FIRST     CLASS II
 OH1110
 OH1110.The horizontal coordinates were scaled from a topographic map and have
 OH1110.an estimated accuracy of +/- 6 seconds.
 OH1110
 OH1110.The orthometric height was determined by differential leveling
 OH1110.and adjusted by the National Geodetic Survey in June 1991..
 OH1110
 OH1110.The geoid height was determined by GEOID03.
 OH1110
 OH1110.The dynamic height is computed by dividing the NAVD 88
 OH1110.geopotential number by the normal gravity value computed on the
 OH1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH1110.degrees latitude (g = 980.6199 gals.).
 OH1110
 OH1110.The modeled gravity was interpolated from observed gravity values.
 OH1110
 OH1110;                    North         East    Units  Estimated Accuracy
 OH1110;SPC ID W     -   209,800.      736,770.      MT  (+/- 180 meters Scaled)
 OH1110
 OH1110                          SUPERSEDED SURVEY CONTROL
 OH1110
 OH1110.No superseded survey control is available for this station.
 OH1110
 OH1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ377223(NAD 83)
 OH1110_MARKER: DB = BENCH MARK DISK
 OH1110_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OH1110_SP_SET: HEADWALL
 OH1110_STAMPING: L 416 1983
 OH1110_MARK LOGO: NGS   
 OH1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1110
 OH1110  HISTORY     - Date     Condition        Report By
 OH1110  HISTORY     - 1983     MONUMENTED       NGS
 OH1110
 OH1110                          STATION DESCRIPTION
 OH1110
 OH1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OH1110'4.2 KM (2.6 MI) SE FROM NAMPA.
 OH1110'3.2 KM (2.0 MI) SOUTHEAST ALONG SECOND STREET SOUTH FROM THE POST
 OH1110'OFFICE IN NAMPA, THENCE 1.0 KM (0.6 MI) SOUTH ALONG SOUTHSIDE ROAD, IN
 OH1110'TOP OF THE SOUTH END OF THE WEST HEADWALL OF THE NAMPA IRRIGATION
 OH1110'LATERAL, 6.5 METERS (21 FT) WEST OF THE CENTER OF THE ROAD, 21.0
 OH1110'METERS (69 FT) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 14.0 METERS
 OH1110'(46 FT) SOUTH OF AN UNDERGROUND CABLE BOX (NUMBER 7 5) AND 9.6 METERS
 OH1110'(32 FT) EAST OF A WOODEN GATE.
 OH1110'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH1481 ***********************************************************************
 OH1481  DESIGNATION -  L 417 RESET
 OH1481  PID         -  OH1481
 OH1481  STATE/COUNTY-  ID/CANYON
 OH1481  USGS QUAD   -  PARMA (1975)
 OH1481
 OH1481                         *CURRENT SURVEY CONTROL
 OH1481  ___________________________________________________________________
 OH1481* NAD 83(1986)-  43 51 37.     (N)    116 57 16.     (W)     SCALED    
 OH1481* NAVD 88     -       700.61   (meters)    2298.6    (feet)  RESET     
 OH1481  ___________________________________________________________________
 OH1481  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 OH1481
 OH1481  VERT ORDER  -  THIRD
 OH1481
 OH1481.The horizontal coordinates were scaled from a topographic map and have
 OH1481.an estimated accuracy of +/- 6 seconds.
 OH1481
 OH1481.The orthometric height was computed from unverified reset data.
 OH1481.No vertical observational check was made to the station.
 OH1481
 OH1481.The geoid height was determined by GEOID03.
 OH1481
 OH1481;                    North         East    Units  Estimated Accuracy
 OH1481;SPC ID W     -   244,370.      703,180.      MT  (+/- 180 meters Scaled)
 OH1481
 OH1481                          SUPERSEDED SURVEY CONTROL
 OH1481
 OH1481.No superseded survey control is available for this station.
 OH1481
 OH1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ036563(NAD 83)
 OH1481_MARKER: I = METAL ROD
 OH1481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OH1481_SP_SET: STAINLESS STEEL ROD
 OH1481_STAMPING: L 417 RESET 1990
 OH1481_MARK LOGO: NGS   
 OH1481_PROJECTION: RECESSED 3 CENTIMETERS
 OH1481_MAGNETIC: I = MARKER IS A STEEL ROD
 OH1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OH1481+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1992
 OH1481_ROD/PIPE-DEPTH: 6.1  meters
 OH1481
 OH1481  HISTORY     - Date     Condition        Report By
 OH1481  HISTORY     - 1990     MONUMENTED       NGS
 OH1481  HISTORY     - 19921216 GOOD             NGS
 OH1481
 OH1481                          STATION DESCRIPTION
 OH1481
 OH1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OH1481'MARK IS LOCATED ABOUT 17.0 KM (10.6 MI) SOUTH OF FRUITLAND, 1.4 KM
 OH1481'(0.9 MI) SOUTH OF THE JUNCTION OF U.S. HIGHWAY 95 AND U.S HIGHWAYS
 OH1481'20 AND 26 AT TIGGS CORNER.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  REACHED
 OH1481'FROM THE POST OFFICE IN FRUITLAND.  GO SOUTH ON U.S. HIGHWAY 95 FOR
 OH1481'17.2 KM (10.7 MI) TO THE MARK ON THE LEFT.  LOCATED 27.0 M (88.6 FT)
 OH1481'EAST OF THE CENTERLINE OF U.S. HIGHWAY 95, 29.3 M (96.1 FT) EAST OF
 OH1481'THE NEW PROPOSED CENTERLINE, 23.5 M (77.1 FT) NORTH OF THE CENTER OF
 OH1481'A DIRT DRIVE WAY AND SET BETWEEN TWO FIBERGLASS POSTS, A STAINLESS
 OH1481'STEEL ROD WITH A CENTER PUNCH HOLE IN THE TOP.  ACESSS TO DATUM POINT
 OH1481'IS HAD THROUGH A 5-INCH LOGO CAP.  NOTE--DESCRIPTION WILL CHANGE
 OH1481'AFTER CONSTRUCTION.
 OH1481
 OH1481                          STATION RECOVERY (1992)
 OH1481
 OH1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OH1481'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 95, 20, 26, THIRD STREET
 OH1481'AND THE FIRST NATIONAL BANK IN PARMA.  GO NORTHWEST AND NORTH ON U.S.
 OH1481'HIGHWAY 95, 20 AND 26 FOR 8.62 KM (5.36 MI) TO THE MARK ON THE RIGHT
 OH1481'ABOUT 2.0 M (6.6 FT) ABOVE THE ROAD. LOCATED 29.4 M (96.5 FT) EAST OF
 OH1481'THE HIGHWAY CENTERLINE, 14.9 M (48.9 FT) NORTH-NORTHWEST OF A POWER
 OH1481'POLE WITH 1 TRANSFORMER AND 1 GUY WIRE, 13.8 M (45.3 FT)
 OH1481'NORTH-NORTHWEST OF A TELEPHONE CABLE BOX NUMBER 2412, 7.95 M
 OH1481'(26.08 FT) WEST OF THE CENTER OF A DIRT AND GRAVEL ROAD LEADING SOUTH
 OH1481'TO A HOUSE SURROUNDED BY PINE AND FUR TREES AND 0.35 M (1.15 FT) WEST
 OH1481'OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0901 ***********************************************************************
 NV0901  DESIGNATION -  L 418
 NV0901  PID         -  NV0901
 NV0901  STATE/COUNTY-  ID/OWYHEE
 NV0901  USGS QUAD   -  BRUNEAU (1992)
 NV0901
 NV0901                         *CURRENT SURVEY CONTROL
 NV0901  ___________________________________________________________________
 NV0901* NAD 83(1986)-  42 53 23.     (N)    115 47 20.     (W)     SCALED    
 NV0901* NAVD 88     -       835.301  (meters)    2740.48   (feet)  ADJUSTED  
 NV0901  ___________________________________________________________________
 NV0901  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 NV0901  DYNAMIC HT  -         834.927 (meters)    2739.26  (feet)  COMP
 NV0901  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 NV0901
 NV0901  VERT ORDER  -  FIRST     CLASS II
 NV0901
 NV0901.The horizontal coordinates were scaled from a topographic map and have
 NV0901.an estimated accuracy of +/- 6 seconds.
 NV0901
 NV0901.The orthometric height was determined by differential leveling
 NV0901.and adjusted by the National Geodetic Survey in June 1991..
 NV0901
 NV0901.The geoid height was determined by GEOID03.
 NV0901
 NV0901.The dynamic height is computed by dividing the NAVD 88
 NV0901.geopotential number by the normal gravity value computed on the
 NV0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0901.degrees latitude (g = 980.6199 gals.).
 NV0901
 NV0901.The modeled gravity was interpolated from observed gravity values.
 NV0901
 NV0901;                    North         East    Units  Estimated Accuracy
 NV0901;SPC ID W     -   135,850.      796,820.      MT  (+/- 180 meters Scaled)
 NV0901
 NV0901                          SUPERSEDED SURVEY CONTROL
 NV0901
 NV0901.No superseded survey control is available for this station.
 NV0901
 NV0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH988492(NAD 83)
 NV0901_MARKER: I = METAL ROD
 NV0901_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NV0901+WITH SETTING: INFORMATION.
 NV0901_STAMPING: L 418 1983
 NV0901_MARK LOGO: NGS   
 NV0901_PROJECTION: FLUSH
 NV0901_MAGNETIC: I = MARKER IS A STEEL ROD
 NV0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0901+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002
 NV0901_ROD/PIPE-DEPTH: 2.7  meters
 NV0901
 NV0901  HISTORY     - Date     Condition        Report By
 NV0901  HISTORY     - 1983     MONUMENTED       NGS
 NV0901  HISTORY     - 20020903 GOOD             IDTD
 NV0901
 NV0901                          STATION DESCRIPTION
 NV0901
 NV0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (BWM)
 NV0901'1.3 KM (0.80 MI) NORTH ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT
 NV0901'SPRINGS ROAD AT BRUNEAU, AT A POWER LINE CROSSING, 15.5 M (50.9 FT)
 NV0901'EAST OF THE HIGHWAY CENTERLINE AND 0.7 M (2.3 FT) NORTH OF A POWER
 NV0901'POLE.  ABOUT LEVEL WITH THE HIGHWAY.  0.7 M (2.3 FT) SOUTH FROM A
 NV0901'WITNESS POST.
 NV0901
 NV0901                          STATION RECOVERY (2002)
 NV0901
 NV0901'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (JLG)
 NV0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0924 ***********************************************************************
 NV0924  DESIGNATION -  L 419
 NV0924  PID         -  NV0924
 NV0924  STATE/COUNTY-  ID/OWYHEE
 NV0924  USGS QUAD   -  WICKAHONEY CROSSING (1980)
 NV0924
 NV0924                         *CURRENT SURVEY CONTROL
 NV0924  ___________________________________________________________________
 NV0924* NAD 83(1986)-  42 36 52.     (N)    115 54 35.     (W)     SCALED    
 NV0924* NAVD 88     -      1348.678  (meters)    4424.79   (feet)  ADJUSTED  
 NV0924  ___________________________________________________________________
 NV0924  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 NV0924  DYNAMIC HT  -        1347.885 (meters)    4422.19  (feet)  COMP
 NV0924  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 NV0924
 NV0924  VERT ORDER  -  FIRST     CLASS II
 NV0924
 NV0924.The horizontal coordinates were scaled from a topographic map and have
 NV0924.an estimated accuracy of +/- 6 seconds.
 NV0924
 NV0924.The orthometric height was determined by differential leveling
 NV0924.and adjusted by the National Geodetic Survey in June 1991..
 NV0924
 NV0924.The geoid height was determined by GEOID03.
 NV0924
 NV0924.The dynamic height is computed by dividing the NAVD 88
 NV0924.geopotential number by the normal gravity value computed on the
 NV0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0924.degrees latitude (g = 980.6199 gals.).
 NV0924
 NV0924.The modeled gravity was interpolated from observed gravity values.
 NV0924
 NV0924;                    North         East    Units  Estimated Accuracy
 NV0924;SPC ID W     -   105,280.      786,900.      MT  (+/- 180 meters Scaled)
 NV0924
 NV0924                          SUPERSEDED SURVEY CONTROL
 NV0924
 NV0924.No superseded survey control is available for this station.
 NV0924
 NV0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH894185(NAD 83)
 NV0924_MARKER: DV = VERTICAL CONTROL DISK
 NV0924_SETTING: 80 = SET IN A BOULDER
 NV0924_SP_SET: BOULDER
 NV0924_STAMPING: L 419 1983
 NV0924_MARK LOGO: NGS   
 NV0924_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0924+STABILITY: SURFACE MOTION
 NV0924
 NV0924  HISTORY     - Date     Condition        Report By
 NV0924  HISTORY     - 1983     MONUMENTED       NGS
 NV0924  HISTORY     - 19840601 GOOD             NGS
 NV0924
 NV0924                          STATION DESCRIPTION
 NV0924
 NV0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NV0924'LOCATION--34.3 KM (21.3 MI) SOUTH OF BRUNEAU. 34.3 KM (21.3 MI) SOUTH
 NV0924'ALONG STATE HIGHWAY 51 FROM THE JUNCTION OF HOT SPRINGS ROAD AT
 NV0924'BRUNEAU, IN TOP OF A 2- BY 3-FOOT BOULDER FLUSH WITH THE SURFACE OF
 NV0924'THE GROUND, AT THE SOUTH END OF A CURVE, 0.2 KM (0.1 MI) SOUTH OF
 NV0924'MILEPOST 50, 0.5 KM (0.3 MI) SOUTH OF A GRAVEL YARD, 9.1 M (30 FT)
 NV0924'WEST OF THE HIGHWAY CENTERLINE, 21.9 M (72 FT) NORTH OF A GUARDRAIL
 NV0924'AND 24.9 M (82 FT) NORTH OF A 24-INCH CORRUGATED METAL PIPE CULVERT.
 NV0924'1.0 M BELOW THE HIGHWAY.  0.5 M NORTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PY0508 ***********************************************************************
 PY0508  DESIGNATION -  L 42
 PY0508  PID         -  PY0508
 PY0508  STATE/COUNTY-  ID/FREMONT
 PY0508  USGS QUAD   -  WARM RIVER (1965)
 PY0508
 PY0508                         *CURRENT SURVEY CONTROL
 PY0508  ___________________________________________________________________
 PY0508* NAD 83(1986)-  44 00 46.     (N)    111 21 47.     (W)     SCALED    
 PY0508* NAVD 88     -      1683.246  (meters)    5522.45   (feet)  POSTED    
 PY0508  ___________________________________________________________________
 PY0508  GEOID HEIGHT-         -10.33  (meters)                     GEOID03
 PY0508  DYNAMIC HT  -        1682.320 (meters)    5519.41  (feet)  COMP
 PY0508  MODELED GRAV-     980,011.9   (mgal)                       NAVD 88
 PY0508
 PY0508  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0508
 PY0508.The horizontal coordinates were scaled from a topographic map and have
 PY0508.an estimated accuracy of +/- 6 seconds.
 PY0508
 PY0508.The orthometric height was determined by differential leveling
 PY0508.and adjusted by the National Geodetic Survey in 1992..
 PY0508.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0508.rate of 1.1 thru 2.0 mm/km.
 PY0508
 PY0508.The geoid height was determined by GEOID03.
 PY0508
 PY0508.The dynamic height is computed by dividing the NAVD 88
 PY0508.geopotential number by the normal gravity value computed on the
 PY0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0508.degrees latitude (g = 980.6199 gals.).
 PY0508
 PY0508.The modeled gravity was interpolated from observed gravity values.
 PY0508
 PY0508;                    North         East    Units  Estimated Accuracy
 PY0508;SPC ID E     -   260,930.      264,440.      MT  (+/- 180 meters Scaled)
 PY0508
 PY0508                          SUPERSEDED SURVEY CONTROL
 PY0508
 PY0508  NGVD 29 (??/??/92) 1682.123  (m)         5518.77   (f) ADJ UNCH    2 0
 PY0508
 PY0508.Superseded values are not recommended for survey control.
 PY0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0508.See file dsdata.txt to determine how the superseded data were derived.
 PY0508
 PY0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP708733(NAD 83)
 PY0508_MARKER: DB = BENCH MARK DISK
 PY0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0508_STAMPING: L 42 1934
 PY0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0508+STABILITY: SURFACE MOTION
 PY0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0508+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2002
 PY0508
 PY0508  HISTORY     - Date     Condition        Report By
 PY0508  HISTORY     - 1934     MONUMENTED       CGS
 PY0508  HISTORY     - 20021118 GOOD             IDTD
 PY0508
 PY0508                          STATION DESCRIPTION
 PY0508
 PY0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PY0508'1.3 MI NW FROM DRUMMOND.
 PY0508'ABOUT 1.3 MILES NORTHWEST ALONG THE OREGON SHORT LINE RAILROAD FROM
 PY0508'THE STATION AT DRUMMOND, FREMONT COUNTY, ABOUT 0.2 MILE NORTHWEST OF
 PY0508'MILEPOST 7, ABOUT 400 FEET SOUTHEAST OF THE SOUTHEAST END OF STEEL
 PY0508'TRESTLE 6.96, ABOUT 270 FEET NORTHWEST OF THE DRUMMOND ONE MILE
 PY0508'SIGNBOARD, 87 FEET EAST OF CATTLE GUARD 7.15 OVER THE TRACK, 48 FEET
 PY0508'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 36 FEET SOUTHEAST OF
 PY0508'THE CENTER LINE OF A WAGON GATE.  A STANDARD DISK, STAMPED L 42 1934
 PY0508'AND SET IN THE TOP OF A CONCRETE POST.
 PY0508
 PY0508                          STATION RECOVERY (2002)
 PY0508
 PY0508'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2002 (RLR)
 PY0508'GPS RTK OBSERVED POSITION OF THE MARK BASED ON NAD 83(1999) FOLLOWS
 PY0508'N = 44-00-45.70786   W = 111-21-47.47450
 PY0508'ELLIPSOID HEIGHT (NAVD88 ORTHO HT - GEOID99 GEOID HT)= 1673.021 METERS
 PY0508' 
 PY0508'OBSERVED ELLIPSOID HEIGHT = 1672.912 METERS
 PY0508' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NW0278 ***********************************************************************
 NW0278  DESIGNATION -  L 420
 NW0278  PID         -  NW0278
 NW0278  STATE/COUNTY-  ID/OWYHEE
 NW0278  USGS QUAD   -  RIDDLE (1971)
 NW0278
 NW0278                         *CURRENT SURVEY CONTROL
 NW0278  ___________________________________________________________________
 NW0278* NAD 83(1986)-  42 14 38.     (N)    116 01 40.     (W)     SCALED    
 NW0278* NAVD 88     -      1742.976  (meters)    5718.41   (feet)  ADJUSTED  
 NW0278  ___________________________________________________________________
 NW0278  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 NW0278  DYNAMIC HT  -        1741.758 (meters)    5714.42  (feet)  COMP
 NW0278  MODELED GRAV-     979,860.8   (mgal)                       NAVD 88
 NW0278
 NW0278  VERT ORDER  -  FIRST     CLASS II
 NW0278
 NW0278.The horizontal coordinates were scaled from a topographic map and have
 NW0278.an estimated accuracy of +/- 6 seconds.
 NW0278
 NW0278.The orthometric height was determined by differential leveling
 NW0278.and adjusted by the National Geodetic Survey in June 1991..
 NW0278
 NW0278.The geoid height was determined by GEOID03.
 NW0278
 NW0278.The dynamic height is computed by dividing the NAVD 88
 NW0278.geopotential number by the normal gravity value computed on the
 NW0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NW0278.degrees latitude (g = 980.6199 gals.).
 NW0278
 NW0278.The modeled gravity was interpolated from observed gravity values.
 NW0278
 NW0278;                    North         East    Units  Estimated Accuracy
 NW0278;SPC ID W     -    64,150.      777,080.      MT  (+/- 180 meters Scaled)
 NW0278
 NW0278                          SUPERSEDED SURVEY CONTROL
 NW0278
 NW0278.No superseded survey control is available for this station.
 NW0278
 NW0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNG802773(NAD 83)
 NW0278_MARKER: DV = VERTICAL CONTROL DISK
 NW0278_SETTING: 66 = SET IN ROCK OUTCROP
 NW0278_SP_SET: ROCK OUTCROP
 NW0278_STAMPING: L 420 1983
 NW0278_MARK LOGO: NGS   
 NW0278_MAGNETIC: N = NO MAGNETIC MATERIAL
 NW0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NW0278
 NW0278  HISTORY     - Date     Condition        Report By
 NW0278  HISTORY     - 1983     MONUMENTED       NGS
 NW0278  HISTORY     - 19840601 GOOD             NGS
 NW0278
 NW0278                          STATION DESCRIPTION
 NW0278
 NW0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (BWM)
 NW0278'LOCATION--9.6 KM (6.0 MI) NORTH OF RIDDLE. 9.6 KM (6.0 MI) NORTH ALONG
 NW0278'STATE HIGHWAY 51 FROM THE STORE AT RIDDLE, IN TOP OF A 2- BY 3-FOOT
 NW0278'PORTION OF OUTCROP PROJECTING 1 FT ABOVE THE SURFACE OF THE GROUND, ON
 NW0278'THE SOUTH EDGE OF A ROCKY WASH, 0.6 KM (0.4 MI) SOUTH OF MILEPOST 20,
 NW0278'17.4 M (57 FT) WEST OF THE HIGHWAY CENTERLINE, 45.1 M (148 FT) EAST OF
 NW0278'THE RIGHT OF WAY FENCE AND 6.1 M (20 FT) SOUTH OF THE NORTH EDGE OF A
 NW0278'SMALL RAVINE.  2.0 M BELOW THE HIGHWAY.  0.3 M NORTHEAST FROM A
 NW0278'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0860 ***********************************************************************
 NV0860  DESIGNATION -  L 422
 NV0860  PID         -  NV0860
 NV0860  STATE/COUNTY-  ID/JEROME
 NV0860  USGS QUAD   -  TWIN FALLS (1992)
 NV0860
 NV0860                         *CURRENT SURVEY CONTROL
 NV0860  ___________________________________________________________________
 NV0860* NAD 83(1986)-  42 36 09.     (N)    114 27 12.     (W)     SCALED    
 NV0860* NAVD 88     -      1102.579  (meters)    3617.38   (feet)  ADJUSTED  
 NV0860  ___________________________________________________________________
 NV0860  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NV0860  DYNAMIC HT  -        1102.002 (meters)    3615.48  (feet)  COMP
 NV0860  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 NV0860
 NV0860  VERT ORDER  -  FIRST     CLASS II
 NV0860
 NV0860.The horizontal coordinates were scaled from a topographic map and have
 NV0860.an estimated accuracy of +/- 6 seconds.
 NV0860
 NV0860.The orthometric height was determined by differential leveling
 NV0860.and adjusted by the National Geodetic Survey in June 1991..
 NV0860
 NV0860.The geoid height was determined by GEOID03.
 NV0860
 NV0860.The dynamic height is computed by dividing the NAVD 88
 NV0860.geopotential number by the normal gravity value computed on the
 NV0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0860.degrees latitude (g = 980.6199 gals.).
 NV0860
 NV0860.The modeled gravity was interpolated from observed gravity values.
 NV0860
 NV0860;                    North         East    Units  Estimated Accuracy
 NV0860;SPC ID C     -   104,040.      462,800.      MT  (+/- 180 meters Scaled)
 NV0860
 NV0860                          SUPERSEDED SURVEY CONTROL
 NV0860
 NV0860.No superseded survey control is available for this station.
 NV0860
 NV0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH089198(NAD 83)
 NV0860_MARKER: DB = BENCH MARK DISK
 NV0860_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NV0860_SP_SET: ABUTMENT ON BEDROCK
 NV0860_STAMPING: L 422 1983
 NV0860_MARK LOGO: NGS   
 NV0860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NV0860+STABILITY: POSITION/ELEVATION WELL
 NV0860
 NV0860  HISTORY     - Date     Condition        Report By
 NV0860  HISTORY     - 1983     MONUMENTED       NGS
 NV0860
 NV0860                          STATION DESCRIPTION
 NV0860
 NV0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0860'4.7 KM (2.9 MI) NORTH FROM TWIN FALLS.
 NV0860'4.7 KM (2.95 MI) NORTH ALONG U.S. HIGHWAY 93 FROM THE JUNCTION OF
 NV0860'STATE HIGHWAY 74 AT TWIN FALLS, IN TOP OF AND 0.3 METER (1 FT) EAST OF
 NV0860'THE WEST END OF THE NORTH ABUTMENT FOR THE STEEL ARCH BRIDGE OVER THE
 NV0860'SNAKE RIVER, 6.7 METERS (22 FT) WEST OF THE CENTERLINE OF THE SOUTH
 NV0860'BOUND LANES AND 4.9 METERS (16 FT) SOUTH OF THE NORTH END OF A METAL
 NV0860'GUARDRAIL.
 NV0860'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0887 ***********************************************************************
 NV0887  DESIGNATION -  L 423
 NV0887  PID         -  NV0887
 NV0887  STATE/COUNTY-  ID/TWIN FALLS
 NV0887  USGS QUAD   -  MILNER BUTTE (1992)
 NV0887
 NV0887                         *CURRENT SURVEY CONTROL
 NV0887  ___________________________________________________________________
 NV0887* NAD 83(1986)-  42 29 39.     (N)    114 07 13.     (W)     SCALED    
 NV0887* NAVD 88     -      1254.509  (meters)    4115.83   (feet)  ADJUSTED  
 NV0887  ___________________________________________________________________
 NV0887  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 NV0887  DYNAMIC HT  -        1253.800 (meters)    4113.51  (feet)  COMP
 NV0887  MODELED GRAV-     980,012.0   (mgal)                       NAVD 88
 NV0887
 NV0887  VERT ORDER  -  FIRST     CLASS II
 NV0887
 NV0887.The horizontal coordinates were scaled from a topographic map and have
 NV0887.an estimated accuracy of +/- 6 seconds.
 NV0887
 NV0887.The orthometric height was determined by differential leveling
 NV0887.and adjusted by the National Geodetic Survey in June 1991..
 NV0887
 NV0887.The geoid height was determined by GEOID03.
 NV0887
 NV0887.The dynamic height is computed by dividing the NAVD 88
 NV0887.geopotential number by the normal gravity value computed on the
 NV0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0887.degrees latitude (g = 980.6199 gals.).
 NV0887
 NV0887.The modeled gravity was interpolated from observed gravity values.
 NV0887
 NV0887;                    North         East    Units  Estimated Accuracy
 NV0887;SPC ID C     -    91,920.      490,110.      MT  (+/- 180 meters Scaled)
 NV0887
 NV0887                          SUPERSEDED SURVEY CONTROL
 NV0887
 NV0887.No superseded survey control is available for this station.
 NV0887
 NV0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH366086(NAD 83)
 NV0887_MARKER: I = METAL ROD
 NV0887_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NV0887_SP_SET: STAINLESS STEEL ROD
 NV0887_STAMPING: L 423 1983
 NV0887_MARK LOGO: NGS   
 NV0887_PROJECTION: FLUSH
 NV0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NV0887_ROD/PIPE-DEPTH: 2.7  meters
 NV0887
 NV0887  HISTORY     - Date     Condition        Report By
 NV0887  HISTORY     - 1983     MONUMENTED       NGS
 NV0887
 NV0887                          STATION DESCRIPTION
 NV0887
 NV0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NV0887'4.4 KM (2.8 MI) EAST FROM MURTAUGH.
 NV0887'4.45 KM (2.8 MI) EAST ALONG 3425 NORTH ROAD FROM THE ELEMENTARY SCHOOL
 NV0887'IN MURTAUGH, 0.7 KM (0.45 MI) SOUTHWEST OF A ONE STORY FARM HOUSE,
 NV0887'20.6 METERS (67 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 14.9 METERS
 NV0887'(49 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE UNION PACIFIC RAILROAD,
 NV0887'15.0 METERS (49.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE AND 2.3
 NV0887'METERS (7.5 FT) NORTHEAST OF RAILROAD MILEPOLE 39.
 NV0887'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 NV0887'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU1477 ***********************************************************************
 NU1477  DESIGNATION -  L 424
 NU1477  PID         -  NU1477
 NU1477  STATE/COUNTY-  ID/CASSIA
 NU1477  USGS QUAD   -  NORTH CHAPIN MOUNTAIN (1984)
 NU1477
 NU1477                         *CURRENT SURVEY CONTROL
 NU1477  ___________________________________________________________________
 NU1477* NAD 83(1986)-  42 35 54.     (N)    113 13 45.     (W)     SCALED    
 NU1477* NAVD 88     -      1294.455  (meters)    4246.89   (feet)  ADJUSTED  
 NU1477  ___________________________________________________________________
 NU1477  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 NU1477  DYNAMIC HT  -        1293.708 (meters)    4244.44  (feet)  COMP
 NU1477  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 NU1477
 NU1477  VERT ORDER  -  FIRST     CLASS II
 NU1477
 NU1477.The horizontal coordinates were scaled from a topographic map and have
 NU1477.an estimated accuracy of +/- 6 seconds.
 NU1477
 NU1477.The orthometric height was determined by differential leveling
 NU1477.and adjusted by the National Geodetic Survey in June 1991..
 NU1477
 NU1477.The geoid height was determined by GEOID03.
 NU1477
 NU1477.The dynamic height is computed by dividing the NAVD 88
 NU1477.geopotential number by the normal gravity value computed on the
 NU1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU1477.degrees latitude (g = 980.6199 gals.).
 NU1477
 NU1477.The modeled gravity was interpolated from observed gravity values.
 NU1477
 NU1477;                    North         East    Units  Estimated Accuracy
 NU1477;SPC ID C     -   103,770.      563,260.      MT  (+/- 180 meters Scaled)
 NU1477
 NU1477                          SUPERSEDED SURVEY CONTROL
 NU1477
 NU1477.No superseded survey control is available for this station.
 NU1477
 NU1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN171186(NAD 83)
 NU1477_MARKER: DB = BENCH MARK DISK
 NU1477_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NU1477_SP_SET: OVERPASS PIER
 NU1477_STAMPING: L 424 1983
 NU1477_MARK LOGO: NGS   
 NU1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NU1477
 NU1477  HISTORY     - Date     Condition        Report By
 NU1477  HISTORY     - 1983     MONUMENTED       NGS
 NU1477
 NU1477                          STATION DESCRIPTION
 NU1477
 NU1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NU1477'40.4 KM (25.2 MI) SW FROM AMERICAN FALLS.
 NU1477'4.55 KM (2.85 MI) SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION
 NU1477'OF STATE HIGHWAY 39 AT AMERICAN FALLS, THENCE 35.84 KM (22.4 MI)
 NU1477'SOUTHWEST ALONG INTERSTATE 86, VERTICALLY IF THE SOUTH FACE OF THE
 NU1477'SOUTH PIER OF THE EAST PIERS FOR THE EAST BOUND BRIDGE OVER RAFT RIVER
 NU1477'ROAD, 0.8 KM (0.5 MI) EAST OF THE CROSSING OF THE RAFT RIVER, 5.5
 NU1477'METERS (18 FT) EAST OF THE HIGHWAY CENTERLINE.
 NU1477'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0606 ***********************************************************************
 PZ0606  DESIGNATION -  L 425
 PZ0606  PID         -  PZ0606
 PZ0606  STATE/COUNTY-  ID/CUSTER
 PZ0606  USGS QUAD   -  CHILLY BUTTES (1967)
 PZ0606
 PZ0606                         *CURRENT SURVEY CONTROL
 PZ0606  ___________________________________________________________________
 PZ0606* NAD 83(1986)-  44 02 11.     (N)    113 56 08.     (W)     SCALED    
 PZ0606* NAVD 88     -      1966.507  (meters)    6451.78   (feet)  ADJUSTED  
 PZ0606  ___________________________________________________________________
 PZ0606  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 PZ0606  DYNAMIC HT  -        1965.244 (meters)    6447.64  (feet)  COMP
 PZ0606  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 PZ0606
 PZ0606  VERT ORDER  -  FIRST     CLASS II
 PZ0606
 PZ0606.The horizontal coordinates were scaled from a topographic map and have
 PZ0606.an estimated accuracy of +/- 6 seconds.
 PZ0606
 PZ0606.The orthometric height was determined by differential leveling
 PZ0606.and adjusted by the National Geodetic Survey in June 1991..
 PZ0606
 PZ0606.The geoid height was determined by GEOID03.
 PZ0606
 PZ0606.The dynamic height is computed by dividing the NAVD 88
 PZ0606.geopotential number by the normal gravity value computed on the
 PZ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0606.degrees latitude (g = 980.6199 gals.).
 PZ0606
 PZ0606.The modeled gravity was interpolated from observed gravity values.
 PZ0606
 PZ0606;                    North         East    Units  Estimated Accuracy
 PZ0606;SPC ID C     -   263,240.      505,170.      MT  (+/- 180 meters Scaled)
 PZ0606
 PZ0606                          SUPERSEDED SURVEY CONTROL
 PZ0606
 PZ0606.No superseded survey control is available for this station.
 PZ0606
 PZ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTP647801(NAD 83)
 PZ0606_MARKER: I = METAL ROD
 PZ0606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PZ0606_SP_SET: STAINLESS STEEL ROD
 PZ0606_STAMPING: L 425 1983
 PZ0606_MARK LOGO: NGS   
 PZ0606_PROJECTION: FLUSH
 PZ0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PZ0606_ROD/PIPE-DEPTH: 2.4  meters
 PZ0606
 PZ0606  HISTORY     - Date     Condition        Report By
 PZ0606  HISTORY     - 1983     MONUMENTED       NGS
 PZ0606  HISTORY     - 1984     GOOD             NGS
 PZ0606  HISTORY     - 1985     GOOD             NGS
 PZ0606
 PZ0606                          STATION DESCRIPTION
 PZ0606
 PZ0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PZ0606'32.5 KM (20.3 MI) NW FROM MACKAY.
 PZ0606'15.2 KM (9.5 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION
 PZ0606'OF MAIN STREET AT MACKAY, THENCE 11.55 KM (7.2 MI) NORTHWEST ALONG
 PZ0606'OLD STATE HIGHWAY 27, THENCE 5.75 KM (3.6 MI) SOUTHWEST ALONG
 PZ0606'BARTLETT POINT ROAD, 0.54 KM (0.35 MI) SOUTHWEST OF A PRIVATE
 PZ0606'RANCH ROAD LEADING SOUTH, 13.7 METERS (45 FT) SOUTHEAST OF THE
 PZ0606'CENTER OF THE ROAD AND 3.6 METERS (12 FT) SOUTHWEST OF THE
 PZ0606'SOUTHWEST POLE FOR THE POWER LINE CROSS THE ROAD.
 PZ0606'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 PZ0606'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PZ0606
 PZ0606                          STATION RECOVERY (1984)
 PZ0606
 PZ0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0606'RECOVERED IN GOOD CONDITION.
 PZ0606
 PZ0606                          STATION RECOVERY (1985)
 PZ0606
 PZ0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0611 ***********************************************************************
 PZ0611  DESIGNATION -  L 426
 PZ0611  PID         -  PZ0611
 PZ0611  STATE/COUNTY-  ID/CUSTER
 PZ0611  USGS QUAD   -  BORAH PEAK (1967)
 PZ0611
 PZ0611                         *CURRENT SURVEY CONTROL
 PZ0611  ___________________________________________________________________
 PZ0611* NAD 83(1986)-  44 14 14.     (N)    113 49 14.     (W)     SCALED    
 PZ0611* NAVD 88     -      2446.972  (meters)    8028.11   (feet)  ADJUSTED  
 PZ0611  ___________________________________________________________________
 PZ0611  GEOID HEIGHT-         -11.16  (meters)                     GEOID03
 PZ0611  DYNAMIC HT  -        2445.339 (meters)    8022.75  (feet)  COMP
 PZ0611  MODELED GRAV-     979,861.5   (mgal)                       NAVD 88
 PZ0611
 PZ0611  VERT ORDER  -  FIRST     CLASS II
 PZ0611
 PZ0611.The horizontal coordinates were scaled from a topographic map and have
 PZ0611.an estimated accuracy of +/- 6 seconds.
 PZ0611
 PZ0611.The orthometric height was determined by differential leveling
 PZ0611.and adjusted by the National Geodetic Survey in June 1991..
 PZ0611
 PZ0611.The geoid height was determined by GEOID03.
 PZ0611
 PZ0611.The dynamic height is computed by dividing the NAVD 88
 PZ0611.geopotential number by the normal gravity value computed on the
 PZ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0611.degrees latitude (g = 980.6199 gals.).
 PZ0611
 PZ0611.The modeled gravity was interpolated from observed gravity values.
 PZ0611
 PZ0611;                    North         East    Units  Estimated Accuracy
 PZ0611;SPC ID C     -   285,570.      514,330.      MT  (+/- 180 meters Scaled)
 PZ0611
 PZ0611                          SUPERSEDED SURVEY CONTROL
 PZ0611
 PZ0611.No superseded survey control is available for this station.
 PZ0611
 PZ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ747020(NAD 83)
 PZ0611_MARKER: DB = BENCH MARK DISK
 PZ0611_SETTING: 80 = SET IN A BOULDER
 PZ0611_SP_SET: BOULDER
 PZ0611_STAMPING: L 426 1984
 PZ0611_MARK LOGO: NGS   
 PZ0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0611+STABILITY: SURFACE MOTION
 PZ0611
 PZ0611  HISTORY     - Date     Condition        Report By
 PZ0611  HISTORY     - 1984     MONUMENTED       NGS
 PZ0611  HISTORY     - 1985     GOOD             NGS
 PZ0611
 PZ0611                          STATION DESCRIPTION
 PZ0611
 PZ0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PZ0611'50.1 KM (31.2 MI) NORTH FROM MACKAY.
 PZ0611'35.65 KM (22.2 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF
 PZ0611'MAIN STREET AT MACKAY, THENCE 14.5 KM (9.0 MI) NORTHEAST ALONG
 PZ0611'DOUBLESPRING ROAD, IN TOP OF THE SOUTHWEST END OF A 1 1/2- BY 2-FOOT
 PZ0611'LIMESTONE BOULDER IN THE BASE OF THE CUT BANK, AT THE NORTHEAST END OF
 PZ0611'AN S CURVE, 3.3 METERS (11.0 FT) NORTHWEST OF THE CENTER OF THE ROAD.
 PZ0611'THE MARK IS 0.15 METERS  SW FROM A WITNESS POST.
 PZ0611'THE MARK IS 0.5 M ABOVE THE ROAD.
 PZ0611
 PZ0611                          STATION RECOVERY (1985)
 PZ0611
 PZ0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1642 ***********************************************************************
 SV1642  DESIGNATION -  L 428
 SV1642  PID         -  SV1642
 SV1642  STATE/COUNTY-  ID/BENEWAH
 SV1642  USGS QUAD   -  PLUMMER (1981)
 SV1642
 SV1642                         *CURRENT SURVEY CONTROL
 SV1642  ___________________________________________________________________
 SV1642* NAD 83(1986)-  47 16 44.     (N)    116 55 20.     (W)     SCALED    
 SV1642* NAVD 88     -       863.406  (meters)    2832.69   (feet)  ADJUSTED  
 SV1642  ___________________________________________________________________
 SV1642  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 SV1642  DYNAMIC HT  -         863.387 (meters)    2832.63  (feet)  COMP
 SV1642  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 SV1642
 SV1642  VERT ORDER  -  FIRST     CLASS II
 SV1642
 SV1642.The horizontal coordinates were scaled from a topographic map and have
 SV1642.an estimated accuracy of +/- 6 seconds.
 SV1642
 SV1642.The orthometric height was determined by differential leveling
 SV1642.and adjusted by the National Geodetic Survey in June 1991..
 SV1642
 SV1642.The geoid height was determined by GEOID03.
 SV1642
 SV1642.The dynamic height is computed by dividing the NAVD 88
 SV1642.geopotential number by the normal gravity value computed on the
 SV1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1642.degrees latitude (g = 980.6199 gals.).
 SV1642
 SV1642.The modeled gravity was interpolated from observed gravity values.
 SV1642
 SV1642;                    North         East    Units  Estimated Accuracy
 SV1642;SPC ID W     -   624,260.      711,320.      MT  (+/- 180 meters Scaled)
 SV1642
 SV1642                          SUPERSEDED SURVEY CONTROL
 SV1642
 SV1642.No superseded survey control is available for this station.
 SV1642
 SV1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNN058361(NAD 83)
 SV1642_MARKER: I = METAL ROD
 SV1642_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SV1642+WITH SETTING: INFORMATION.
 SV1642_SP_SET: METAL ROD DRIVEN INTO GROUND
 SV1642_STAMPING: L 428 1989
 SV1642_MARK LOGO: NGS   
 SV1642_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SV1642+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1642
 SV1642  HISTORY     - Date     Condition        Report By
 SV1642  HISTORY     - 1989     MONUMENTED       NGS
 SV1642
 SV1642                          STATION DESCRIPTION
 SV1642
 SV1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1642'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG U.S.
 SV1642'HIGHWAY 95, AT A SMALL FLAT AREA ACROSS THE HIGHWAY FROM THE SOUTH
 SV1642'END OF A HIGHWAY CUT AND 0.23 KM (0.15 MI) NORTH FROM MILEPOST 391.
 SV1642'REACHED FROM THE JUNCTION OF STATE HIGHWAY 5 AND U.S. HIGHWAY 95 IN
 SV1642'PLUMMER, GO SOUTH ON U.S. HIGHWAY 95 FOR 7.18 KM (4.45 MI) TO THE
 SV1642'MARK ON THE RIGHT.  IT IS 17.6 M (57.7 FT) WEST FROM THE CENTERLINE
 SV1642'OF THE HIGHWAY, 16.5 M (54.1 FT) NORTHWEST FROM THE NORTH END OF A
 SV1642'WOOD AND METAL GUARDRAIL, 25.0 M (82.0 FT) EAST FROM THE RIGHT-OF-WAY
 SV1642'FENCE, 16.2 M (53.1 FT) NORTHEAST FROM A 4 BY 4 INCH WOODEN POST
 SV1642'PROJECTING ABOUT 8-FEET AND 0.6 M (2.0 FT) WEST FROM A WITNESS POST.
 SV1642'MARK WAS SET TO ANCHORED REFUSAL AT 1.2 M (3.9 FT) AND IS FLUSH WITH
 SV1642'THE GROUND.  MARK IS 1.0 M (3.3 FT) BELOW THE HIGHWAY.  MARK IS A
 SV1642'STAINLESS STEEL ROD WITH A CENTER PUNCH HOLE IN THE TOP.
 SV1642'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 SV1672 ***********************************************************************
 SV1672  DESIGNATION -  L 429
 SV1672  PID         -  SV1672
 SV1672  STATE/COUNTY-  ID/KOOTENAI
 SV1672  USGS QUAD   -  SETTERS (1980)
 SV1672
 SV1672                         *CURRENT SURVEY CONTROL
 SV1672  ___________________________________________________________________
 SV1672* NAD 83(1986)-  47 25 33.     (N)    117 01 05.     (W)     SCALED    
 SV1672* NAVD 88     -       767.309  (meters)    2517.41   (feet)  ADJUSTED  
 SV1672  ___________________________________________________________________
 SV1672  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 SV1672  DYNAMIC HT  -         767.314 (meters)    2517.43  (feet)  COMP
 SV1672  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 SV1672
 SV1672  VERT ORDER  -  FIRST     CLASS II
 SV1672
 SV1672.The horizontal coordinates were scaled from a topographic map and have
 SV1672.an estimated accuracy of +/- 6 seconds.
 SV1672
 SV1672.The orthometric height was determined by differential leveling
 SV1672.and adjusted by the National Geodetic Survey in June 1991..
 SV1672
 SV1672.The geoid height was determined by GEOID03.
 SV1672
 SV1672.The dynamic height is computed by dividing the NAVD 88
 SV1672.geopotential number by the normal gravity value computed on the
 SV1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SV1672.degrees latitude (g = 980.6199 gals.).
 SV1672
 SV1672.The modeled gravity was interpolated from observed gravity values.
 SV1672
 SV1672;                    North         East    Units  Estimated Accuracy
 SV1672;SPC ID W     -   640,710.      704,330.      MT  (+/- 180 meters Scaled)
 SV1672
 SV1672                          SUPERSEDED SURVEY CONTROL
 SV1672
 SV1672.No superseded survey control is available for this station.
 SV1672
 SV1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMN986524(NAD 83)
 SV1672_MARKER: I = METAL ROD
 SV1672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SV1672_SP_SET: STAINLESS STEEL ROD
 SV1672_STAMPING: L 429 1989
 SV1672_MARK LOGO: NGS   
 SV1672_PROJECTION: FLUSH
 SV1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 SV1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SV1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SV1672+SATELLITE: SATELLITE OBSERVATIONS - 1989
 SV1672_ROD/PIPE-DEPTH: 4.9  meters
 SV1672
 SV1672  HISTORY     - Date     Condition        Report By
 SV1672  HISTORY     - 1989     MONUMENTED       NGS
 SV1672
 SV1672                          STATION DESCRIPTION
 SV1672
 SV1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 SV1672'MARK IS LOCATED ON THE COEUR D ALENE INDIAN RESERVATION ALONG STATE
 SV1672'HIGHWAY 58, 2.0 KM (1.25 MI) EAST OF THE IDAHO-WASHINGTON STATE LINE,
 SV1672'1.8 KM (1.10 MI) WEST FROM THE JUNCTION OF U.S. HIGHWAY 95 AND AT
 SV1672'THE EAST END OF A ROCK HIGHWAY CUT.  REACHED FROM THE JUNCTION OF
 SV1672'HOXIE ROAD, EMMA STREET AND TOLL ROAD IN THE TOWN OF ROCKFORD,
 SV1672'WASHINGTON, GO SOUTHEAST ON HOXIE ROAD WHICH TURNS INTO IDAHO STATE
 SV1672'HIGHWAY 58 AT THE WASHINGTON-IDAHO STATE LINE FOR 10.07 KM (6.25 MI)
 SV1672'TO THE MARK ON THE LEFT.  IT IS 9.1 M (29.9 FT) NORTH FROM THE
 SV1672'CENTERLINE OF THE HIGHWAY, 31.4 M (103.0 FT) WEST FROM A 24-INCH
 SV1672'METAL PIPE CULVERT AND 0.8 M (2.6 FT) EAST FROM A WITNESS POST.  MARK
 SV1672'IS LEVEL WITH THE HIGHWAY.  MARK IS A STAINLESS STEEL ROD WITH A
 SV1672'CENTER PUNCH HOLE IN THE TOP.  NOTE--ACCESS TO DATUM POINT IS HAD
 SV1672'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0319 ***********************************************************************
 OX0319  DESIGNATION -  L 43
 OX0319  PID         -  OX0319
 OX0319  STATE/COUNTY-  ID/BONNEVILLE
 OX0319  USGS QUAD   -  PALISADES DAM (1966)
 OX0319
 OX0319                         *CURRENT SURVEY CONTROL
 OX0319  ___________________________________________________________________
 OX0319* NAD 83(1986)-  43 22 25.     (N)    111 14 31.     (W)     SCALED    
 OX0319* NAVD 88     -      1641.459  (meters)    5385.35   (feet)  ADJUSTED  
 OX0319  ___________________________________________________________________
 OX0319  GEOID HEIGHT-         -10.28  (meters)                     GEOID03
 OX0319  DYNAMIC HT  -        1640.448 (meters)    5382.04  (feet)  COMP
 OX0319  MODELED GRAV-     979,946.6   (mgal)                       NAVD 88
 OX0319
 OX0319  VERT ORDER  -  SECOND    CLASS 0
 OX0319
 OX0319.The horizontal coordinates were scaled from a topographic map and have
 OX0319.an estimated accuracy of +/- 6 seconds.
 OX0319
 OX0319.The orthometric height was determined by differential leveling
 OX0319.and adjusted by the National Geodetic Survey in June 1991..
 OX0319
 OX0319.The geoid height was determined by GEOID03.
 OX0319
 OX0319.The dynamic height is computed by dividing the NAVD 88
 OX0319.geopotential number by the normal gravity value computed on the
 OX0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0319.degrees latitude (g = 980.6199 gals.).
 OX0319
 OX0319.The modeled gravity was interpolated from observed gravity values.
 OX0319
 OX0319;                    North         East    Units  Estimated Accuracy
 OX0319;SPC ID E     -   190,020.      274,940.      MT  (+/- 180 meters Scaled)
 OX0319
 OX0319                          SUPERSEDED SURVEY CONTROL
 OX0319
 OX0319  NGVD 29 (??/??/92) 1640.265  (m)         5381.44   (f) ADJ UNCH    2 0
 OX0319
 OX0319.Superseded values are not recommended for survey control.
 OX0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0319.See file dsdata.txt to determine how the superseded data were derived.
 OX0319
 OX0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP803023(NAD 83)
 OX0319_MARKER: DB = BENCH MARK DISK
 OX0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0319_STAMPING: L 43 1934
 OX0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0319+STABILITY: SURFACE MOTION
 OX0319
 OX0319  HISTORY     - Date     Condition        Report By
 OX0319  HISTORY     - 1934     MONUMENTED       CGS
 OX0319  HISTORY     - 20010801 MARK NOT FOUND   IDTD
 OX0319
 OX0319                          STATION DESCRIPTION
 OX0319
 OX0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0319'3.5 MI SE FROM IRWIN.
 OX0319'3.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 26 FROM THE PUBLIC SCHOOL AT
 OX0319'IRWIN, BONNEVILLE COUNTY, 800 FEET EAST OF A GRAVEL PIT ON THE NORTH
 OX0319'SIDE OF THE HIGHWAY, 600 FEET WEST OF THE WEST END OF A CURVE, 390
 OX0319'FEET EAST OF THE CENTER LINE OF A CONCRETE BRIDGE OVER A CREEK, 195
 OX0319'FEET EAST OF THE INTERSECTION OF A SIDE FENCE AND THE RIGHT-OF-WAY
 OX0319'FENCE ON THE NORTH SIDE OF THE HIGHWAY, 36 FEET NORTH OF THE CENTER
 OX0319'LINE OF THE HIGHWAY, AND 6 FEET NORTH OF A POLE.  A STANDARD DISK,
 OX0319'STAMPED L 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0319
 OX0319                          STATION RECOVERY (2001)
 OX0319
 OX0319'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2001 (RLR)
 OX0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1316 ***********************************************************************
 OY1316  DESIGNATION -  L 430
 OY1316  PID         -  OY1316
 OY1316  STATE/COUNTY-  ID/BUTTE
 OY1316  USGS QUAD   -  RICHARD BUTTE (1969)
 OY1316
 OY1316                         *CURRENT SURVEY CONTROL
 OY1316  ___________________________________________________________________
 OY1316* NAD 83(1986)-  43 55 53.     (N)    112 46 14.     (W)     SCALED    
 OY1316* NAVD 88     -      1523.852  (meters)    4999.50   (feet)  ADJUSTED  
 OY1316  ___________________________________________________________________
 OY1316  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 OY1316  DYNAMIC HT  -        1523.095 (meters)    4997.02  (feet)  COMP
 OY1316  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 OY1316
 OY1316  VERT ORDER  -  FIRST     CLASS II
 OY1316
 OY1316.The horizontal coordinates were scaled from a topographic map and have
 OY1316.an estimated accuracy of +/- 6 seconds.
 OY1316
 OY1316.The orthometric height was determined by differential leveling
 OY1316.and adjusted by the National Geodetic Survey in December 1992..
 OY1316
 OY1316.The geoid height was determined by GEOID03.
 OY1316
 OY1316.The dynamic height is computed by dividing the NAVD 88
 OY1316.geopotential number by the normal gravity value computed on the
 OY1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1316.degrees latitude (g = 980.6199 gals.).
 OY1316
 OY1316.The modeled gravity was interpolated from observed gravity values.
 OY1316
 OY1316;                    North         East    Units  Estimated Accuracy
 OY1316;SPC ID C     -   252,310.      598,720.      MT  (+/- 180 meters Scaled)
 OY1316
 OY1316                          SUPERSEDED SURVEY CONTROL
 OY1316
 OY1316  NGVD 29 (08/20/92) 1522.775  (m)         4995.97   (f) ADJUSTED    1 2
 OY1316
 OY1316.Superseded values are not recommended for survey control.
 OY1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1316.See file dsdata.txt to determine how the superseded data were derived.
 OY1316
 OY1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP578657(NAD 83)
 OY1316_MARKER: I = METAL ROD
 OY1316_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1316_SP_SET: STAINLESS STEEL ROD
 OY1316_STAMPING: L 430 1992
 OY1316_MARK LOGO: NGS   
 OY1316_PROJECTION: PROJECTING 5 CENTIMETERS
 OY1316_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1316+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1316_ROD/PIPE-DEPTH: 5.8  meters
 OY1316
 OY1316  HISTORY     - Date     Condition        Report By
 OY1316  HISTORY     - 1992     MONUMENTED       NGS
 OY1316  HISTORY     - 19990601 GOOD             IDTD
 OY1316
 OY1316                          STATION DESCRIPTION
 OY1316
 OY1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1316'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1316'OFFICE IN HOWE, THENCE 14.8 KM (9.20 MI) NORTHERLY ALONG STATE
 OY1316'HIGHWAY 22, 37.8 M (124.0 FT) SOUTH OF THE SOUTHEAST END OF A
 OY1316'CULVERT, 34.6 M (113.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 10.4
 OY1316'M (34.1 FT) SOUTHWEST OF A CREEK BANK, 0.7 M (2.3 FT) NORTHEAST OF A
 OY1316'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OY1316'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OY1316
 OY1316                          STATION RECOVERY (1999)
 OY1316
 OY1316'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 1999 (GDJ)
 OY1316'ADD THE FOLLOWING,
 OY1316'THE MARK IS RIGHT (SOUTH) OF SH-22 AT MILEPOST 33.898.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1179 ***********************************************************************
 OY1179  DESIGNATION -  L 431
 OY1179  PID         -  OY1179
 OY1179  STATE/COUNTY-  ID/BUTTE
 OY1179  USGS QUAD   -  NORTH OF SCOVILLE (1973)
 OY1179
 OY1179                         *CURRENT SURVEY CONTROL
 OY1179  ___________________________________________________________________
 OY1179* NAD 83(1986)-  43 34 09.     (N)    112 56 21.     (W)     SCALED    
 OY1179* NAVD 88     -      1499.694  (meters)    4920.25   (feet)  ADJUSTED  
 OY1179  ___________________________________________________________________
 OY1179  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 OY1179  DYNAMIC HT  -        1498.895 (meters)    4917.62  (feet)  COMP
 OY1179  MODELED GRAV-     980,034.1   (mgal)                       NAVD 88
 OY1179
 OY1179  VERT ORDER  -  FIRST     CLASS II
 OY1179
 OY1179.The horizontal coordinates were scaled from a topographic map and have
 OY1179.an estimated accuracy of +/- 6 seconds.
 OY1179
 OY1179.The orthometric height was determined by differential leveling
 OY1179.and adjusted by the National Geodetic Survey in December 1992..
 OY1179
 OY1179.The geoid height was determined by GEOID03.
 OY1179
 OY1179.The dynamic height is computed by dividing the NAVD 88
 OY1179.geopotential number by the normal gravity value computed on the
 OY1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1179.degrees latitude (g = 980.6199 gals.).
 OY1179
 OY1179.The modeled gravity was interpolated from observed gravity values.
 OY1179
 OY1179;                    North         East    Units  Estimated Accuracy
 OY1179;SPC ID C     -   211,880.      585,690.      MT  (+/- 180 meters Scaled)
 OY1179
 OY1179                          SUPERSEDED SURVEY CONTROL
 OY1179
 OY1179  NGVD 29 (08/20/92) 1498.628  (m)         4916.75   (f) ADJUSTED    1 2
 OY1179
 OY1179.Superseded values are not recommended for survey control.
 OY1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1179.See file dsdata.txt to determine how the superseded data were derived.
 OY1179
 OY1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP434258(NAD 83)
 OY1179_MARKER: I = METAL ROD
 OY1179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OY1179_SP_SET: STAINLESS STEEL ROD
 OY1179_STAMPING: L 431 1992
 OY1179_MARK LOGO: NGS   
 OY1179_PROJECTION: FLUSH
 OY1179_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1179+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1179_ROD/PIPE-DEPTH: 4.8  meters
 OY1179
 OY1179  HISTORY     - Date     Condition        Report By
 OY1179  HISTORY     - 1992     MONUMENTED       NGS
 OY1179
 OY1179                          STATION DESCRIPTION
 OY1179
 OY1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1179'29.1 KM (18.10 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1179'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 1.2 KM (0.75 MI)
 OY1179'NORTHEASTERLY ALONG VAN BUREN BOULEVARD, THENCE 2.4 KM (1.50 MI)
 OY1179'EASTERLY ALONG WEST PORTLAND AVENUE, THENCE 3.9 KM (2.40 MI)
 OY1179'NORTHERLY ALONG LINCOLN BOULEVARD, THENCE 0.3 KM (0.20 MI) EASTERLY
 OY1179'ALONG A ROAD LEADING TO THE IDAHO CHEMICAL PROCESSING PLANT, THENCE
 OY1179'0.2 KM (0.10 MI) SOUTHERLY ALONG A GRAVELED ROAD, 32.5 M (106.6 FT)
 OY1179'WEST OF THE WEST LEG OF DOUBLE UTILITY POLE NUMBER 20, 28.0 M (91.9
 OY1179'FT) WEST OF AND LEVEL WITH THE ROAD CENTER, 21.5 M (70.5 FT) NORTH OF
 OY1179'THE CENTER OF A TRACK ROAD, AND 0.8 M (2.6 FT) SOUTH OF A WITNESS
 OY1179'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1287 ***********************************************************************
 OY1287  DESIGNATION -  L 432
 OY1287  PID         -  OY1287
 OY1287  STATE/COUNTY-  ID/BINGHAM
 OY1287  USGS QUAD   -  LITTLE BUTTE SW (1973)
 OY1287
 OY1287                         *CURRENT SURVEY CONTROL
 OY1287  ___________________________________________________________________
 OY1287* NAD 83(1986)-  43 33 51.     (N)    112 39 17.     (W)     SCALED    
 OY1287* NAVD 88     -      1580.493  (meters)    5185.33   (feet)  ADJUSTED  
 OY1287  ___________________________________________________________________
 OY1287  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 OY1287  DYNAMIC HT  -        1579.629 (meters)    5182.50  (feet)  COMP
 OY1287  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 OY1287
 OY1287  VERT ORDER  -  FIRST     CLASS II
 OY1287
 OY1287.The horizontal coordinates were scaled from a topographic map and have
 OY1287.an estimated accuracy of +/- 6 seconds.
 OY1287
 OY1287.The orthometric height was determined by differential leveling
 OY1287.and adjusted by the National Geodetic Survey in December 1992..
 OY1287
 OY1287.The geoid height was determined by GEOID03.
 OY1287
 OY1287.The dynamic height is computed by dividing the NAVD 88
 OY1287.geopotential number by the normal gravity value computed on the
 OY1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1287.degrees latitude (g = 980.6199 gals.).
 OY1287
 OY1287.The modeled gravity was interpolated from observed gravity values.
 OY1287
 OY1287;                    North         East    Units  Estimated Accuracy
 OY1287;SPC ID E     -   210,890.      160,570.      MT  (+/- 180 meters Scaled)
 OY1287
 OY1287                          SUPERSEDED SURVEY CONTROL
 OY1287
 OY1287  NGVD 29 (08/20/92) 1579.400  (m)         5181.75   (f) ADJUSTED    1 2
 OY1287
 OY1287.Superseded values are not recommended for survey control.
 OY1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1287.See file dsdata.txt to determine how the superseded data were derived.
 OY1287
 OY1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP663247(NAD 83)
 OY1287_MARKER: DV = VERTICAL CONTROL DISK
 OY1287_SETTING: 66 = SET IN ROCK OUTCROP
 OY1287_SP_SET: BEDROCK
 OY1287_STAMPING: L 432 1992
 OY1287_MARK LOGO: NGS   
 OY1287_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1287+STABILITY: POSITION/ELEVATION WELL
 OY1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1287+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1287
 OY1287  HISTORY     - Date     Condition        Report By
 OY1287  HISTORY     - 1992     MONUMENTED       NGS
 OY1287
 OY1287                          STATION DESCRIPTION
 OY1287
 OY1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1287'57.7 KM (35.85 MI) EASTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1287'OF U.S. HIGHWAY 93 IN ARCO, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG
 OY1287'TAYLOR BOULEVARD, NEAR THE SOUTH END OF AN 8 BY 15-FOOT AREA OF
 OY1287'OUTCROPPING BEDROCK ALONG THE SOUTH SLOPE OF A HILL, 84.3 M (276.6
 OY1287'FT) SOUTH OF THE SOUTHEAST CORNER OF A BRIDGE, 52.5 M (172.2 FT) EAST
 OY1287'OF THE BOULEVARD CENTERLINE, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 OY1287'BOULEVARD, AND 0.8 M (2.6 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1228 ***********************************************************************
 OY1228  DESIGNATION -  L 433
 OY1228  PID         -  OY1228
 OY1228  STATE/COUNTY-  ID/BINGHAM
 OY1228  USGS QUAD   -  LITTLE BUTTE (1973)
 OY1228
 OY1228                         *CURRENT SURVEY CONTROL
 OY1228  ___________________________________________________________________
 OY1228* NAD 83(1986)-  43 36 32.     (N)    112 33 40.     (W)     SCALED    
 OY1228* NAVD 88     -      1594.480  (meters)    5231.22   (feet)  ADJUSTED  
 OY1228  ___________________________________________________________________
 OY1228  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 OY1228  DYNAMIC HT  -        1593.608 (meters)    5228.36  (feet)  COMP
 OY1228  MODELED GRAV-     980,016.4   (mgal)                       NAVD 88
 OY1228
 OY1228  VERT ORDER  -  FIRST     CLASS II
 OY1228
 OY1228.The horizontal coordinates were scaled from a topographic map and have
 OY1228.an estimated accuracy of +/- 6 seconds.
 OY1228
 OY1228.The orthometric height was determined by differential leveling
 OY1228.and adjusted by the National Geodetic Survey in December 1992..
 OY1228
 OY1228.The geoid height was determined by GEOID03.
 OY1228
 OY1228.The dynamic height is computed by dividing the NAVD 88
 OY1228.geopotential number by the normal gravity value computed on the
 OY1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1228.degrees latitude (g = 980.6199 gals.).
 OY1228
 OY1228.The modeled gravity was interpolated from observed gravity values.
 OY1228
 OY1228;                    North         East    Units  Estimated Accuracy
 OY1228;SPC ID E     -   215,820.      168,160.      MT  (+/- 180 meters Scaled)
 OY1228
 OY1228                          SUPERSEDED SURVEY CONTROL
 OY1228
 OY1228  NGVD 29 (08/20/92) 1593.380  (m)         5227.61   (f) ADJUSTED    1 2
 OY1228
 OY1228.Superseded values are not recommended for survey control.
 OY1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1228.See file dsdata.txt to determine how the superseded data were derived.
 OY1228
 OY1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP740296(NAD 83)
 OY1228_MARKER: DV = VERTICAL CONTROL DISK
 OY1228_SETTING: 66 = SET IN ROCK OUTCROP
 OY1228_SP_SET: BEDROCK
 OY1228_STAMPING: L 433 1992
 OY1228_MARK LOGO: NGS   
 OY1228_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1228+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1228
 OY1228  HISTORY     - Date     Condition        Report By
 OY1228  HISTORY     - 1992     MONUMENTED       NGS
 OY1228
 OY1228                          STATION DESCRIPTION
 OY1228
 OY1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1228'41.4 KM (25.70 MI) WESTERLY ALONG U.S. HIGHWAY 20 FROM THE JUNCTION
 OY1228'OF INTERSTATE HIGHWAY 15 IN IDAHO FALLS, THENCE 6.8 KM (4.20 MI)
 OY1228'NORTHERLY ALONG ROAD T-14, NEAR THE NORTH END OF A 5 BY 15-FOOT AREA
 OY1228'OF OUTCROPPING BEDROCK, 0.2 KM (0.10 MI) NORTH OF THE INTERSECTION OF
 OY1228'A TRACK ROAD LEADING WEST, 22.0 M (72.2 FT) EAST OF THE ROAD CENTER,
 OY1228'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) SOUTH
 OY1228'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1252 ***********************************************************************
 OY1252  DESIGNATION -  L 434
 OY1252  PID         -  OY1252
 OY1252  STATE/COUNTY-  ID/JEFFERSON
 OY1252  USGS QUAD   -  CIRCULAR BUTTE (1969)
 OY1252
 OY1252                         *CURRENT SURVEY CONTROL
 OY1252  ___________________________________________________________________
 OY1252* NAD 83(1986)-  43 49 50.     (N)    112 39 25.     (W)     SCALED    
 OY1252* NAVD 88     -      1483.355  (meters)    4866.64   (feet)  ADJUSTED  
 OY1252  ___________________________________________________________________
 OY1252  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 OY1252  DYNAMIC HT  -        1482.621 (meters)    4864.23  (feet)  COMP
 OY1252  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 OY1252
 OY1252  VERT ORDER  -  FIRST     CLASS II
 OY1252
 OY1252.The horizontal coordinates were scaled from a topographic map and have
 OY1252.an estimated accuracy of +/- 6 seconds.
 OY1252
 OY1252.The orthometric height was determined by differential leveling
 OY1252.and adjusted by the National Geodetic Survey in December 1992..
 OY1252
 OY1252.The geoid height was determined by GEOID03.
 OY1252
 OY1252.The dynamic height is computed by dividing the NAVD 88
 OY1252.geopotential number by the normal gravity value computed on the
 OY1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1252.degrees latitude (g = 980.6199 gals.).
 OY1252
 OY1252.The modeled gravity was interpolated from observed gravity values.
 OY1252
 OY1252;                    North         East    Units  Estimated Accuracy
 OY1252;SPC ID E     -   240,490.      160,570.      MT  (+/- 180 meters Scaled)
 OY1252
 OY1252                          SUPERSEDED SURVEY CONTROL
 OY1252
 OY1252  NGVD 29 (08/20/92) 1482.288  (m)         4863.14   (f) ADJUSTED    1 2
 OY1252
 OY1252.Superseded values are not recommended for survey control.
 OY1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1252.See file dsdata.txt to determine how the superseded data were derived.
 OY1252
 OY1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP667543(NAD 83)
 OY1252_MARKER: DV = VERTICAL CONTROL DISK
 OY1252_SETTING: 66 = SET IN ROCK OUTCROP
 OY1252_SP_SET: BEDROCK
 OY1252_STAMPING: L 434 1992
 OY1252_MARK LOGO: NGS   
 OY1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1252+STABILITY: POSITION/ELEVATION WELL
 OY1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1252+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1252
 OY1252  HISTORY     - Date     Condition        Report By
 OY1252  HISTORY     - 1992     MONUMENTED       NGS
 OY1252
 OY1252                          STATION DESCRIPTION
 OY1252
 OY1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1252'17.3 KM (10.75 MI) WESTERLY ALONG STATE HIGHWAY 33 FROM THE POST
 OY1252'OFFICE IN TERRETON, THENCE 1.4 KM (0.85 MI) SOUTHWESTERLY ALONG TRACK
 OY1252'ROAD T-17, NEAR THE WEST END OF A 25 BY 40-FOOT AREA OF OUTCROPPING
 OY1252'BEDROCK ALONG THE WEST SLOPE OF A HILL, 56.7 M (186.0 FT) SOUTHEAST
 OY1252'OF THE ROAD CENTER, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE ROAD, AND
 OY1252'0.3 M (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1116 ***********************************************************************
 OY1116  DESIGNATION -  L 435
 OY1116  PID         -  OY1116
 OY1116  STATE/COUNTY-  ID/BINGHAM
 OY1116  USGS QUAD   -  ATOMIC CITY (1973)
 OY1116
 OY1116                         *CURRENT SURVEY CONTROL
 OY1116  ___________________________________________________________________
 OY1116* NAD 83(1986)-  43 23 13.     (N)    112 47 56.     (W)     SCALED    
 OY1116* NAVD 88     -      1520.264  (meters)    4987.73   (feet)  ADJUSTED  
 OY1116  ___________________________________________________________________
 OY1116  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 OY1116  DYNAMIC HT  -        1519.457 (meters)    4985.09  (feet)  COMP
 OY1116  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 OY1116
 OY1116  VERT ORDER  -  FIRST     CLASS II
 OY1116
 OY1116.The horizontal coordinates were scaled from a topographic map and have
 OY1116.an estimated accuracy of +/- 6 seconds.
 OY1116
 OY1116.The orthometric height was determined by differential leveling
 OY1116.and adjusted by the National Geodetic Survey in December 1992..
 OY1116
 OY1116.The geoid height was determined by GEOID03.
 OY1116
 OY1116.The dynamic height is computed by dividing the NAVD 88
 OY1116.geopotential number by the normal gravity value computed on the
 OY1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1116.degrees latitude (g = 980.6199 gals.).
 OY1116
 OY1116.The modeled gravity was interpolated from observed gravity values.
 OY1116
 OY1116;                    North         East    Units  Estimated Accuracy
 OY1116;SPC ID E     -   191,280.      148,780.      MT  (+/- 180 meters Scaled)
 OY1116
 OY1116                          SUPERSEDED SURVEY CONTROL
 OY1116
 OY1116  NGVD 29 (08/20/92) 1519.227  (m)         4984.33   (f) ADJUSTED    1 2
 OY1116
 OY1116.Superseded values are not recommended for survey control.
 OY1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1116.See file dsdata.txt to determine how the superseded data were derived.
 OY1116
 OY1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP542053(NAD 83)
 OY1116_MARKER: DV = VERTICAL CONTROL DISK
 OY1116_SETTING: 66 = SET IN ROCK OUTCROP
 OY1116_SP_SET: BEDROCK
 OY1116_STAMPING: L 435 1992
 OY1116_MARK LOGO: NGS   
 OY1116_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY1116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY1116+STABILITY: POSITION/ELEVATION WELL
 OY1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1116+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1116
 OY1116  HISTORY     - Date     Condition        Report By
 OY1116  HISTORY     - 1992     MONUMENTED       NGS
 OY1116
 OY1116                          STATION DESCRIPTION
 OY1116
 OY1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1116'42.3 KM (26.30 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 OY1116'FROM THE JUNCTION OF INTERSTATE HIGHWAY 15 IN BLACKFOOT, NEAR THE
 OY1116'SOUTHWEST END OF A 10 BY 20-FOOT AREA OF OUTCROPPING BEDROCK ALONG
 OY1116'THE SOUTHEAST SLOPE OF A HILL, 31.5 M (103.3 FT) NORTHEAST OF THE
 OY1116'NEAR RAIL, 2.3 M (7.5 FT) ABOVE THE LEVEL OF THE TRACK, 1.1 M (3.6
 OY1116'FT) SOUTHWEST OF A CAIRN, AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS
 OY1116'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY1129 ***********************************************************************
 OY1129  DESIGNATION -  L 436
 OY1129  PID         -  OY1129
 OY1129  STATE/COUNTY-  ID/BUTTE
 OY1129  USGS QUAD   -  BUTTE CITY (1972)
 OY1129
 OY1129                         *CURRENT SURVEY CONTROL
 OY1129  ___________________________________________________________________
 OY1129* NAD 83(1986)-  43 36 37.     (N)    113 12 25.     (W)     SCALED    
 OY1129* NAVD 88     -      1663.798  (meters)    5458.64   (feet)  ADJUSTED  
 OY1129  ___________________________________________________________________
 OY1129  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 OY1129  DYNAMIC HT  -        1662.876 (meters)    5455.62  (feet)  COMP
 OY1129  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 OY1129
 OY1129  VERT ORDER  -  FIRST     CLASS II
 OY1129
 OY1129.The horizontal coordinates were scaled from a topographic map and have
 OY1129.an estimated accuracy of +/- 6 seconds.
 OY1129
 OY1129.The orthometric height was determined by differential leveling
 OY1129.and adjusted by the National Geodetic Survey in December 1992..
 OY1129
 OY1129.The geoid height was determined by GEOID03.
 OY1129
 OY1129.The dynamic height is computed by dividing the NAVD 88
 OY1129.geopotential number by the normal gravity value computed on the
 OY1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY1129.degrees latitude (g = 980.6199 gals.).
 OY1129
 OY1129.The modeled gravity was interpolated from observed gravity values.
 OY1129
 OY1129;                    North         East    Units  Estimated Accuracy
 OY1129;SPC ID C     -   216,200.      564,020.      MT  (+/- 180 meters Scaled)
 OY1129
 OY1129                          SUPERSEDED SURVEY CONTROL
 OY1129
 OY1129  NGVD 29 (08/20/92) 1662.715  (m)         5455.09   (f) ADJUSTED    1 2
 OY1129
 OY1129.Superseded values are not recommended for survey control.
 OY1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY1129.See file dsdata.txt to determine how the superseded data were derived.
 OY1129
 OY1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP219309(NAD 83)
 OY1129_MARKER: I = METAL ROD
 OY1129_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OY1129+WITH SETTING: INFORMATION.
 OY1129_SP_SET: METAL ROD DRIVEN INTO GROUND
 OY1129_STAMPING: L 436 1992
 OY1129_MARK LOGO: NGS   
 OY1129_PROJECTION: FLUSH
 OY1129_MAGNETIC: I = MARKER IS A STEEL ROD
 OY1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY1129+SATELLITE: SATELLITE OBSERVATIONS - 1992
 OY1129_ROD/PIPE-DEPTH: 1.1  meters
 OY1129
 OY1129  HISTORY     - Date     Condition        Report By
 OY1129  HISTORY     - 1992     MONUMENTED       NGS
 OY1129
 OY1129                          STATION DESCRIPTION
 OY1129
 OY1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 OY1129'8.9 KM (5.55 MI) EASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM THE
 OY1129'JUNCTION OF U.S. HIGHWAY 93 IN ARCO, 60.5 M (198.5 FT) NORTH OF AND
 OY1129'LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 10.2 M (33.5 FT) WEST OF
 OY1129'THE CENTER OF A TRACK ROAD, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 OY1129'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OY1129'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0436 ***********************************************************************
 NT0436  DESIGNATION -  L 44
 NT0436  PID         -  NT0436
 NT0436  STATE/COUNTY-  ID/CARIBOU
 NT0436  USGS QUAD   -  HENRY (1981)
 NT0436
 NT0436                         *CURRENT SURVEY CONTROL
 NT0436  ___________________________________________________________________
 NT0436* NAD 83(1986)-  42 52 43.     (N)    111 32 49.     (W)     SCALED    
 NT0436* NAVD 88     -      1894.133  (meters)    6214.33   (feet)  ADJUSTED  
 NT0436  ___________________________________________________________________
 NT0436  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 NT0436  DYNAMIC HT  -        1892.783 (meters)    6209.91  (feet)  COMP
 NT0436  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 NT0436
 NT0436  VERT ORDER  -  SECOND    CLASS 0
 NT0436
 NT0436.The horizontal coordinates were scaled from a topographic map and have
 NT0436.an estimated accuracy of +/- 6 seconds.
 NT0436
 NT0436.The orthometric height was determined by differential leveling
 NT0436.and adjusted by the National Geodetic Survey in June 1991..
 NT0436
 NT0436.The geoid height was determined by GEOID03.
 NT0436
 NT0436.The dynamic height is computed by dividing the NAVD 88
 NT0436.geopotential number by the normal gravity value computed on the
 NT0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0436.degrees latitude (g = 980.6199 gals.).
 NT0436
 NT0436.The modeled gravity was interpolated from observed gravity values.
 NT0436
 NT0436;                    North         East    Units  Estimated Accuracy
 NT0436;SPC ID E     -   134,800.      250,630.      MT  (+/- 180 meters Scaled)
 NT0436
 NT0436                          SUPERSEDED SURVEY CONTROL
 NT0436
 NT0436  NGVD 29 (??/??/92) 1892.846  (m)         6210.11   (f) ADJ UNCH    2 0
 NT0436
 NT0436.Superseded values are not recommended for survey control.
 NT0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0436.See file dsdata.txt to determine how the superseded data were derived.
 NT0436
 NT0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN553474(NAD 83)
 NT0436_MARKER: DB = BENCH MARK DISK
 NT0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0436_STAMPING: L-44 1934
 NT0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0436+STABILITY: SURFACE MOTION
 NT0436
 NT0436  HISTORY     - Date     Condition        Report By
 NT0436  HISTORY     - 1934     MONUMENTED       CGS
 NT0436
 NT0436                          STATION DESCRIPTION
 NT0436
 NT0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0436'2.5 MI S FROM HENRY.
 NT0436'2.5 MILES SOUTH OF, ALONG HENRY SODA SPRINGS ROAD, FROM HENRY POST
 NT0436'OFFICE.  240 FEET SOUTH OF CORRUGATED IRON PIPE CULVERT.  94 FEET
 NT0436'SOUTH OF HIGHWAY RIGHT-OF-WAY MARKER WEST OF ROAD.  60 FEET NORTHWEST
 NT0436'OF POINT TELEPHONE LINE CROSSES CENTERLINE OF HIGHWAY, ON SUMMIT OF
 NT0436'RIDGE RUNNING TO NORTHWEST AND 40 FEET WEST OF CENTERLINE OF ROAD.
 NT0436'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OX0359 ***********************************************************************
 OX0359  DESIGNATION -  L 45
 OX0359  PID         -  OX0359
 OX0359  STATE/COUNTY-  ID/BINGHAM
 OX0359  USGS QUAD   -  LONG VALLEY (1981)
 OX0359
 OX0359                         *CURRENT SURVEY CONTROL
 OX0359  ___________________________________________________________________
 OX0359* NAD 83(1986)-  43 12 01.     (N)    111 38 35.     (W)     SCALED    
 OX0359* NAVD 88     -      1925.370  (meters)    6316.82   (feet)  ADJUSTED  
 OX0359  ___________________________________________________________________
 OX0359  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 OX0359  DYNAMIC HT  -        1924.089 (meters)    6312.62  (feet)  COMP
 OX0359  MODELED GRAV-     979,885.8   (mgal)                       NAVD 88
 OX0359
 OX0359  VERT ORDER  -  SECOND    CLASS 0
 OX0359
 OX0359.The horizontal coordinates were scaled from a topographic map and have
 OX0359.an estimated accuracy of +/- 6 seconds.
 OX0359
 OX0359.The orthometric height was determined by differential leveling
 OX0359.and adjusted by the National Geodetic Survey in June 1991..
 OX0359
 OX0359.The geoid height was determined by GEOID03.
 OX0359
 OX0359.The dynamic height is computed by dividing the NAVD 88
 OX0359.geopotential number by the normal gravity value computed on the
 OX0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0359.degrees latitude (g = 980.6199 gals.).
 OX0359
 OX0359.The modeled gravity was interpolated from observed gravity values.
 OX0359
 OX0359;                    North         East    Units  Estimated Accuracy
 OX0359;SPC ID E     -   170,480.      242,560.      MT  (+/- 180 meters Scaled)
 OX0359
 OX0359                          SUPERSEDED SURVEY CONTROL
 OX0359
 OX0359  NGVD 29 (??/??/92) 1924.110  (m)         6312.68   (f) ADJ UNCH    2 0
 OX0359
 OX0359.Superseded values are not recommended for survey control.
 OX0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0359.See file dsdata.txt to determine how the superseded data were derived.
 OX0359
 OX0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN477832(NAD 83)
 OX0359_MARKER: DB = BENCH MARK DISK
 OX0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0359_STAMPING: L 45 1934
 OX0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0359+STABILITY: SURFACE MOTION
 OX0359
 OX0359  HISTORY     - Date     Condition        Report By
 OX0359  HISTORY     - 1934     MONUMENTED       CGS
 OX0359
 OX0359                          STATION DESCRIPTION
 OX0359
 OX0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0359'13.4 MI N FROM HERMAN.
 OX0359'IN BINGHAM COUNTY, ABOUT 13.4 MILES NORTH ALONG THE HERMAN-BONE ROAD
 OX0359'FROM THE RANGER STATION AT HERMAN, BONNEVILLE COUNTY, ON THE CREST OF
 OX0359'A PROMINENT RIDGE MIDWAY BETWEEN TWO WATERCOURSES ABOUT 0.3 MILE
 OX0359'APART, ABOUT 205 FEET NORTH OF A PROMINENT CLEAR SPOT IN A FLAT, ABOUT
 OX0359'117 FEET WEST OF A SMALL GROUP OF CAVES, AND 28 FEET WEST OF THE
 OX0359'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED L 45 1934 AND SET
 OX0359'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0154 ***********************************************************************
 NT0154  DESIGNATION -  L 46
 NT0154  PID         -  NT0154
 NT0154  STATE/COUNTY-  ID/CARIBOU
 NT0154  USGS QUAD   -  WAYAN EAST (1980)
 NT0154
 NT0154                         *CURRENT SURVEY CONTROL
 NT0154  ___________________________________________________________________
 NT0154* NAD 83(1986)-  42 57 55.     (N)    111 17 44.     (W)     SCALED    
 NT0154* NAVD 88     -      2082.836  (meters)    6833.44   (feet)  ADJUSTED  
 NT0154  ___________________________________________________________________
 NT0154  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 NT0154  DYNAMIC HT  -        2081.333 (meters)    6828.51  (feet)  COMP
 NT0154  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 NT0154
 NT0154  VERT ORDER  -  SECOND    CLASS 0
 NT0154
 NT0154.The horizontal coordinates were scaled from a topographic map and have
 NT0154.an estimated accuracy of +/- 6 seconds.
 NT0154
 NT0154.The orthometric height was determined by differential leveling
 NT0154.and adjusted by the National Geodetic Survey in June 1991..
 NT0154
 NT0154.The geoid height was determined by GEOID03.
 NT0154
 NT0154.The dynamic height is computed by dividing the NAVD 88
 NT0154.geopotential number by the normal gravity value computed on the
 NT0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0154.degrees latitude (g = 980.6199 gals.).
 NT0154
 NT0154.The modeled gravity was interpolated from observed gravity values.
 NT0154
 NT0154;                    North         East    Units  Estimated Accuracy
 NT0154;SPC ID E     -   144,610.      271,070.      MT  (+/- 180 meters Scaled)
 NT0154
 NT0154                          SUPERSEDED SURVEY CONTROL
 NT0154
 NT0154  NGVD 29 (??/??/92) 2081.52   (m)         6829.1    (f) COMPUTED    2 0
 NT0154
 NT0154.Superseded values are not recommended for survey control.
 NT0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0154.See file dsdata.txt to determine how the superseded data were derived.
 NT0154
 NT0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN758570(NAD 83)
 NT0154_MARKER: DB = BENCH MARK DISK
 NT0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0154_STAMPING: L 46 1934
 NT0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0154+STABILITY: SURFACE MOTION
 NT0154
 NT0154  HISTORY     - Date     Condition        Report By
 NT0154  HISTORY     - 1934     MONUMENTED       CGS
 NT0154  HISTORY     - 1964     GOOD             NGS
 NT0154  HISTORY     - 1965     GOOD             NGS
 NT0154  HISTORY     - 1976     GOOD             NGS
 NT0154
 NT0154                          STATION DESCRIPTION
 NT0154
 NT0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NT0154'4.9 MI E FROM WAYAN.
 NT0154'4.9 MILES EAST ALONG STATE HIGHWAY 34 FROM THE WAYAN POST OFFICE ON
 NT0154'THE SUMMIT OF A PROMINENT DIVIDE, 330 FEET NORTHEAST OF THE MONUMENT
 NT0154'NEAR THE CATTLE GUARD AT THE ENTRANCE TO THE CARIBOU NATIONAL FOREST,
 NT0154'34 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE HIGHWAY, 28 FEET NORTH OF
 NT0154'THE CENTER OF A TRACK ROAD, 15 FEET SOUTHWEST OF MILE POST NO. 101, 5
 NT0154'FEET SOUTHWEST OF A NATIONAL FOREST SIGN AND 0.5 FOOT NORTH OF A METAL
 NT0154'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES.  NOTE-- HIGHWAY
 NT0154'IMPROVEMENTS ARE PENDING AND MILEAGES MAY CHANGE.
 NT0154
 NT0154                          STATION RECOVERY (1965)
 NT0154
 NT0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NT0154'RECOVERED IN GOOD CONDITION.
 NT0154
 NT0154                          STATION RECOVERY (1976)
 NT0154
 NT0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NT0154'REACHED FROM THE WAYAN POST OFFICE GO EAST ON STATE HIGHWAY 34 FOR
 NT0154'4.7 MILES TO A CATTLE GUARD, AND MASONRY SIGN AT THE ENTRANCE TO THE
 NT0154'CARIBOU NATIONAL FOREST, HERE LEAVE THE HIGHWAY, AND PICK YOUR WAY
 NT0154'ACROSS COUNTRY IN A NORTHERLY DIRECTION FOR 0.2 MILE TO AN
 NT0154'OBLITERATED ROAD, AND THE BENCH MARK, 350 FEET EAST-NORTHEAST OF A T
 NT0154'FENCE CORNER AT THE FOREST BOUNDRY, AT THE WEST EDGE OF A CLUMP OF
 NT0154'ASPEN TREES, 35 FEET SOUTH OF THE CENTER OF THE OBLITERATED ROAD, 15
 NT0154'FEET WEST OF A METAL MILEPOST SIGN NO. 101, AND 0.5 FOOT NORTHEAST OF
 NT0154'A METAL WITNESS POST SET IN A 6-INCH SQUARE CONCRETE MONUMENT THAT
 NT0154'PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0455 ***********************************************************************
 NT0455  DESIGNATION -  L 48
 NT0455  PID         -  NT0455
 NT0455  STATE/COUNTY-  ID/BANNOCK
 NT0455  USGS QUAD   -  TALMAGE (1982)
 NT0455
 NT0455                         *CURRENT SURVEY CONTROL
 NT0455  ___________________________________________________________________
 NT0455* NAD 83(1986)-  42 40 39.     (N)    111 47 03.     (W)     SCALED    
 NT0455* NAVD 88     -      1703.185  (meters)    5587.87   (feet)  ADJUSTED  
 NT0455  ___________________________________________________________________
 NT0455  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 NT0455  DYNAMIC HT  -        1702.034 (meters)    5584.09  (feet)  COMP
 NT0455  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 NT0455
 NT0455  VERT ORDER  -  SECOND    CLASS 0
 NT0455
 NT0455.The horizontal coordinates were scaled from a topographic map and have
 NT0455.an estimated accuracy of +/- 6 seconds.
 NT0455
 NT0455.The orthometric height was determined by differential leveling
 NT0455.and adjusted by the National Geodetic Survey in June 1991..
 NT0455
 NT0455.The geoid height was determined by GEOID03.
 NT0455
 NT0455.The dynamic height is computed by dividing the NAVD 88
 NT0455.geopotential number by the normal gravity value computed on the
 NT0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0455.degrees latitude (g = 980.6199 gals.).
 NT0455
 NT0455.The modeled gravity was interpolated from observed gravity values.
 NT0455
 NT0455;                    North         East    Units  Estimated Accuracy
 NT0455;SPC ID E     -   112,350.      231,350.      MT  (+/- 180 meters Scaled)
 NT0455
 NT0455                          SUPERSEDED SURVEY CONTROL
 NT0455
 NT0455  NGVD 29 (??/??/92) 1702.017  (m)         5584.03   (f) ADJ UNCH    2 0
 NT0455
 NT0455.Superseded values are not recommended for survey control.
 NT0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0455.See file dsdata.txt to determine how the superseded data were derived.
 NT0455
 NT0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN357253(NAD 83)
 NT0455_MARKER: DB = BENCH MARK DISK
 NT0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0455_STAMPING: L 48 1934
 NT0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0455+STABILITY: SURFACE MOTION
 NT0455
 NT0455  HISTORY     - Date     Condition        Report By
 NT0455  HISTORY     - 1934     MONUMENTED       CGS
 NT0455
 NT0455                          STATION DESCRIPTION
 NT0455
 NT0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0455'4.2 MI W FROM ALEXANDER.
 NT0455'IN BANNOCK COUNTY, ABOUT 4.2 MILES WEST ALONG THE UNION PACIFIC
 NT0455'RAILROAD FROM THE POST OFFICE AT ALEXANDER, CARIBOU COUNTY, ABOUT 0.2
 NT0455'MILE EAST OF THE STATION SIGN AND TELEPHONE HOUSE AT TALMAGE, BANNOCK
 NT0455'COUNTY, 7 FEET SOUTH OF THE SIXTH POLE WEST OF MILEPOST 156, ABOUT 0.1
 NT0455'MILE EAST OF A GRAIN ELEVATOR, ABOUT 400 FEET WEST OF SEMAPHORES 1560
 NT0455'AND 1561, ABOUT 330 FEET WEST OF THE EAST SWITCH OF THE TALMAGE
 NT0455'SIDING, ABOUT 100 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, 36
 NT0455'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 30N, 14 FEET EAST OF THE
 NT0455'CENTER OF A GATEWAY IN THE RIGHT-OF-WAY FENCE, AND 2.5 FEET NORTH OF
 NT0455'THE FENCE.  A STANDARD DISK, STAMPED L 48 1934 AND SET IN THE TOP OF A
 NT0455'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0229 ***********************************************************************
 NT0229  DESIGNATION -  L 49
 NT0229  PID         -  NT0229
 NT0229  STATE/COUNTY-  ID/BEAR LAKE
 NT0229  USGS QUAD   -  ST CHARLES (1969)
 NT0229
 NT0229                         *CURRENT SURVEY CONTROL
 NT0229  ___________________________________________________________________
 NT0229* NAD 83(1986)-  42 07 08.     (N)    111 23 29.     (W)     SCALED    
 NT0229* NAVD 88     -      1816.194  (meters)    5958.63   (feet)  ADJUSTED  
 NT0229  ___________________________________________________________________
 NT0229  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 NT0229  DYNAMIC HT  -        1814.789 (meters)    5954.02  (feet)  COMP
 NT0229  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 NT0229
 NT0229  VERT ORDER  -  SECOND    CLASS 0
 NT0229
 NT0229.The horizontal coordinates were scaled from a topographic map and have
 NT0229.an estimated accuracy of +/- 6 seconds.
 NT0229
 NT0229.The orthometric height was determined by differential leveling
 NT0229.and adjusted by the National Geodetic Survey in June 1991..
 NT0229
 NT0229.The geoid height was determined by GEOID03.
 NT0229
 NT0229.The dynamic height is computed by dividing the NAVD 88
 NT0229.geopotential number by the normal gravity value computed on the
 NT0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0229.degrees latitude (g = 980.6199 gals.).
 NT0229
 NT0229.The modeled gravity was interpolated from observed gravity values.
 NT0229
 NT0229;                    North         East    Units  Estimated Accuracy
 NT0229;SPC ID E     -    50,520.      264,110.      MT  (+/- 180 meters Scaled)
 NT0229
 NT0229                          SUPERSEDED SURVEY CONTROL
 NT0229
 NT0229  NGVD 29 (??/??/92) 1814.971  (m)         5954.62   (f) ADJ UNCH    2 0
 NT0229
 NT0229.Superseded values are not recommended for survey control.
 NT0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0229.See file dsdata.txt to determine how the superseded data were derived.
 NT0229
 NT0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM676630(NAD 83)
 NT0229_MARKER: DB = BENCH MARK DISK
 NT0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0229_SP_SET: BRIDGE
 NT0229_STAMPING: L 49 1934
 NT0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0229
 NT0229  HISTORY     - Date     Condition        Report By
 NT0229  HISTORY     - 1934     MONUMENTED       CGS
 NT0229  HISTORY     - 20020418 GOOD             INDIV
 NT0229
 NT0229                          STATION DESCRIPTION
 NT0229
 NT0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0229'5.8 MI N FROM FISH HAVEN.
 NT0229'5.8 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT FISH
 NT0229'HAVEN, 600 FEET NORTH OF A 3-STORY WHITE BUILDING ON THE WEST SIDE OF
 NT0229'THE HIGHWAY, 215 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE LOG
 NT0229'BARN, AT A CONCRETE BRIDGE OVER LITTLE CREEK, IN THE TOP OF THE EAST
 NT0229'HEADWALL, AND 16 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 NT0229'STANDARD DISK, STAMPED L 49 1934.
 NT0229
 NT0229                          STATION RECOVERY (2002)
 NT0229
 NT0229'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WRJ)
 NT0229'LOCATION NAD83 42 07 08.8 (N) 111 23 29.8 (W) VIA CONSUMER
 NT0229'GPS. 0.4 MI N FROM SAINT CHARLES. ALONG THE OLD ALIGNMENT OF
 NT0229'US89 (0.17 MI W OF CURRENT US 89 IN THIS LOCATION). IN A CONCRETE
 NT0229'BRIDGE ON A SMALL PAVED ROAD. DISK HAS NICKS AND SCRATCHES BUT
 NT0229'STILL LEGIBLE AND STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0493 ***********************************************************************
 OH0493  DESIGNATION -  L 5
 OH0493  PID         -  OH0493
 OH0493  STATE/COUNTY-  ID/CANYON
 OH0493  USGS QUAD   -  CALDWELL (1971)
 OH0493
 OH0493                         *CURRENT SURVEY CONTROL
 OH0493  ___________________________________________________________________
 OH0493* NAD 83(1986)-  43 39 37.     (N)    116 40 36.     (W)     SCALED    
 OH0493* NAVD 88     -       726.355  (meters)    2383.05   (feet)  ADJUSTED  
 OH0493  ___________________________________________________________________
 OH0493  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 OH0493  DYNAMIC HT  -         726.109 (meters)    2382.24  (feet)  COMP
 OH0493  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 OH0493
 OH0493  VERT ORDER  -  FIRST     CLASS II
 OH0493
 OH0493.The horizontal coordinates were scaled from a topographic map and have
 OH0493.an estimated accuracy of +/- 6 seconds.
 OH0493
 OH0493.The orthometric height was determined by differential leveling
 OH0493.and adjusted by the National Geodetic Survey in June 1991..
 OH0493.WARNING-Repeat measurements at this control monument indicate possible
 OH0493.vertical movement.
 OH0493
 OH0493.The geoid height was determined by GEOID03.
 OH0493
 OH0493.The dynamic height is computed by dividing the NAVD 88
 OH0493.geopotential number by the normal gravity value computed on the
 OH0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0493.degrees latitude (g = 980.6199 gals.).
 OH0493
 OH0493.The modeled gravity was interpolated from observed gravity values.
 OH0493
 OH0493;                    North         East    Units  Estimated Accuracy
 OH0493;SPC ID W     -   221,870.      725,260.      MT  (+/- 180 meters Scaled)
 OH0493
 OH0493                          SUPERSEDED SURVEY CONTROL
 OH0493
 OH0493  NGVD 29 (??/??/92)  725.415  (m)         2379.97   (f) ADJ UNCH    1 2
 OH0493
 OH0493.Superseded values are not recommended for survey control.
 OH0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0493.See file dsdata.txt to determine how the superseded data were derived.
 OH0493
 OH0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ260341(NAD 83)
 OH0493_MARKER: Q = CHISELED SQUARE
 OH0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OH0493_SP_SET: ABUTMENT
 OH0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OH0493
 OH0493  HISTORY     - Date     Condition        Report By
 OH0493  HISTORY     - UNK      MONUMENTED       CGS
 OH0493  HISTORY     - 1959     GOOD             NGS
 OH0493  HISTORY     - 1979     GOOD             NGS
 OH0493  HISTORY     - 1983     GOOD             NGS
 OH0493
 OH0493                          STATION DESCRIPTION
 OH0493
 OH0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OH0493'0.7 MI SE FROM CALDWELL.
 OH0493'0.7 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OH0493'AT CALDWELL, CANYON COUNTY, AT BRIDGE 465.01 OVER INDIAN CREEK, IN THE
 OH0493'TOP OF THE NORTHWEST ABUTMENT, 1 FOOT FROM THE SOUTHWEST END, 0.7 FOOT
 OH0493'FROM THE SOUTHEAST EDGE, AND ABOUT 4 FEET LOWER THAN THE TRACK. THE
 OH0493'BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM.
 OH0493
 OH0493                          STATION RECOVERY (1979)
 OH0493
 OH0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0493'RECOVERED IN GOOD CONDITION.
 OH0493
 OH0493                          STATION RECOVERY (1983)
 OH0493
 OH0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0493'RECOVERED IN GOOD CONDITION.  BM IS THE BOTTOM OF A SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0560 ***********************************************************************
 PZ0560  DESIGNATION -  L 50
 PZ0560  PID         -  PZ0560
 PZ0560  STATE/COUNTY-  ID/CUSTER
 PZ0560  USGS QUAD   -  EAST OF MAY (1989)
 PZ0560
 PZ0560                         *CURRENT SURVEY CONTROL
 PZ0560  ___________________________________________________________________
 PZ0560* NAD 83(1986)-  44 30 41.     (N)    113 50 41.     (W)     SCALED    
 PZ0560* NAVD 88     -      1610.121  (meters)    5282.54   (feet)  ADJUSTED  
 PZ0560  ___________________________________________________________________
 PZ0560  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 PZ0560  DYNAMIC HT  -        1609.251 (meters)    5279.68  (feet)  COMP
 PZ0560  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 PZ0560
 PZ0560  VERT ORDER  -  SECOND    CLASS 0
 PZ0560
 PZ0560.The horizontal coordinates were scaled from a topographic map and have
 PZ0560.an estimated accuracy of +/- 6 seconds.
 PZ0560
 PZ0560.The orthometric height was determined by differential leveling
 PZ0560.and adjusted by the National Geodetic Survey in June 1991..
 PZ0560
 PZ0560.The geoid height was determined by GEOID03.
 PZ0560
 PZ0560.The dynamic height is computed by dividing the NAVD 88
 PZ0560.geopotential number by the normal gravity value computed on the
 PZ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0560.degrees latitude (g = 980.6199 gals.).
 PZ0560
 PZ0560.The modeled gravity was interpolated from observed gravity values.
 PZ0560
 PZ0560;                    North         East    Units  Estimated Accuracy
 PZ0560;SPC ID C     -   316,030.      512,350.      MT  (+/- 180 meters Scaled)
 PZ0560
 PZ0560                          SUPERSEDED SURVEY CONTROL
 PZ0560
 PZ0560  NGVD 29 (??/??/92) 1608.850  (m)         5278.37   (f) ADJ UNCH    2 0
 PZ0560
 PZ0560.Superseded values are not recommended for survey control.
 PZ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0560.See file dsdata.txt to determine how the superseded data were derived.
 PZ0560
 PZ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ738326(NAD 83)
 PZ0560_MARKER: DB = BENCH MARK DISK
 PZ0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0560_STAMPING: L 50 1948
 PZ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0560+STABILITY: SURFACE MOTION
 PZ0560
 PZ0560  HISTORY     - Date     Condition        Report By
 PZ0560  HISTORY     - 1948     MONUMENTED       CGS
 PZ0560
 PZ0560                          STATION DESCRIPTION
 PZ0560
 PZ0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0560'8.4 MI SE FROM MAY.
 PZ0560'8.4 MILES SOUTHEAST ALONG THE PAHSIMEROI ROAD FROM THE RANGER STATION
 PZ0560'AT MAY, NEAR A POLE GATE, AT THE SOUTHEAST CORNER OF THE JONES RANCH,
 PZ0560'40.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 21.0 FEET NORTHEAST OF
 PZ0560'THE CORNER FENCE POST, 2.2 FEET WEST OF A WITNESS POST, 2.0 FEET EAST
 PZ0560'OF A NORTH-SOUTH FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 PZ0560'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0468 ***********************************************************************
 PZ0468  DESIGNATION -  L 51
 PZ0468  PID         -  PZ0468
 PZ0468  STATE/COUNTY-  ID/CUSTER
 PZ0468  USGS QUAD   -  DOUBLESPRING (1989)
 PZ0468
 PZ0468                         *CURRENT SURVEY CONTROL
 PZ0468  ___________________________________________________________________
 PZ0468* NAD 83(1986)-  44 21 20.     (N)    113 45 53.     (W)     SCALED    
 PZ0468* NAVD 88     -      1982.731  (meters)    6505.01   (feet)  ADJUSTED  
 PZ0468  ___________________________________________________________________
 PZ0468  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 PZ0468  DYNAMIC HT  -        1981.550 (meters)    6501.14  (feet)  COMP
 PZ0468  MODELED GRAV-     979,952.0   (mgal)                       NAVD 88
 PZ0468
 PZ0468  VERT ORDER  -  FIRST     CLASS II
 PZ0468
 PZ0468.The horizontal coordinates were scaled from a topographic map and have
 PZ0468.an estimated accuracy of +/- 6 seconds.
 PZ0468
 PZ0468.The orthometric height was determined by differential leveling
 PZ0468.and adjusted by the National Geodetic Survey in June 1991..
 PZ0468
 PZ0468.The geoid height was determined by GEOID03.
 PZ0468
 PZ0468.The dynamic height is computed by dividing the NAVD 88
 PZ0468.geopotential number by the normal gravity value computed on the
 PZ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0468.degrees latitude (g = 980.6199 gals.).
 PZ0468
 PZ0468.The modeled gravity was interpolated from observed gravity values.
 PZ0468
 PZ0468;                    North         East    Units  Estimated Accuracy
 PZ0468;SPC ID C     -   298,730.      518,760.      MT  (+/- 180 meters Scaled)
 PZ0468
 PZ0468                          SUPERSEDED SURVEY CONTROL
 PZ0468
 PZ0468  NGVD 29 (??/??/92) 1981.392  (m)         6500.62   (f) ADJ UNCH    1 2
 PZ0468
 PZ0468.Superseded values are not recommended for survey control.
 PZ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0468.See file dsdata.txt to determine how the superseded data were derived.
 PZ0468
 PZ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTQ796150(NAD 83)
 PZ0468_MARKER: DB = BENCH MARK DISK
 PZ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0468_STAMPING: L 51 1948
 PZ0468_MARK LOGO: CGS   
 PZ0468_PROJECTION: PROJECTING 6 CENTIMETERS
 PZ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0468+STABILITY: SURFACE MOTION
 PZ0468
 PZ0468  HISTORY     - Date     Condition        Report By
 PZ0468  HISTORY     - 1948     MONUMENTED       CGS
 PZ0468  HISTORY     - 1984     GOOD             NGS
 PZ0468  HISTORY     - 1985     GOOD             NGS
 PZ0468
 PZ0468                          STATION DESCRIPTION
 PZ0468
 PZ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0468'11.7 MI S FROM PATTERSON.
 PZ0468'8.2 MILES SOUTH ALONG THE PATTERSON ROAD FROM THE POST OFFICE AT
 PZ0468'PATTERSON, THENCE 3.5 MILES SOUTH ALONG THE DOUBLE SPRINGS ROAD, ABOUT
 PZ0468'10.6 MILES NORTH OF DOUBLE SPRINGS SUMMIT, ABOUT 0.2 MILE SOUTH OF A
 PZ0468'DIRT ROAD LEADING SOUTHEAST, ON THE NORTH SLOPE OF A GRADE, 54.0 FEET
 PZ0468'WEST OF THE CENTER LINE OF THE ROAD, 4.7 FEET SOUTH OF A WITNESS POST,
 PZ0468'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 PZ0468'GROUND.
 PZ0468
 PZ0468                          STATION RECOVERY (1984)
 PZ0468
 PZ0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PZ0468'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  35.65 KM
 PZ0468'(22.2 MI) NORTH ALONG US HIGHWAY 93 FROM THE INTERSECTION OF MAIN
 PZ0468'STREET AT MACKAY, THENCE 29.1 KM (18.1 MI) NORTHEAST ALONG
 PZ0468'DOUBLESPRING ROAD, ALSO 18.7 KM (11.7 MI) SOUTH OF PATTERSON, 1.15 KM
 PZ0468'(0.7 MI) NORTHEAST OF THE INTERSECTION OF AN EAST-WEST DIRT ROAD,
 PZ0468'16.4 METERS (54 FT) NORTHWEST OF THE CENTER OF THE ROAD AND 1.3 METERS
 PZ0468'(4.5 FT) SOUTH OF A 4- BY 4-INCH WOODEN POST.
 PZ0468'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 PZ0468'THE MARK IS 0.3 M ABOVE THE ROAD.
 PZ0468
 PZ0468                          STATION RECOVERY (1985)
 PZ0468
 PZ0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PZ0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0413 ***********************************************************************
 PZ0413  DESIGNATION -  L 52
 PZ0413  PID         -  PZ0413
 PZ0413  STATE/COUNTY-  ID/BUTTE
 PZ0413  USGS QUAD   -  MOFFETT SPRINGS (1987)
 PZ0413
 PZ0413                         *CURRENT SURVEY CONTROL
 PZ0413  ___________________________________________________________________
 PZ0413* NAD 83(1986)-  44 15 03.     (N)    113 24 50.     (W)     SCALED    
 PZ0413* NAVD 88     -      1948.196  (meters)    6391.71   (feet)  ADJUSTED  
 PZ0413  ___________________________________________________________________
 PZ0413  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 PZ0413  DYNAMIC HT  -        1947.010 (meters)    6387.82  (feet)  COMP
 PZ0413  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 PZ0413
 PZ0413  VERT ORDER  -  SECOND    CLASS 0
 PZ0413
 PZ0413.The horizontal coordinates were scaled from a topographic map and have
 PZ0413.an estimated accuracy of +/- 6 seconds.
 PZ0413
 PZ0413.The orthometric height was determined by differential leveling
 PZ0413.and adjusted by the National Geodetic Survey in June 1991..
 PZ0413
 PZ0413.The geoid height was determined by GEOID03.
 PZ0413
 PZ0413.The dynamic height is computed by dividing the NAVD 88
 PZ0413.geopotential number by the normal gravity value computed on the
 PZ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0413.degrees latitude (g = 980.6199 gals.).
 PZ0413
 PZ0413.The modeled gravity was interpolated from observed gravity values.
 PZ0413
 PZ0413;                    North         East    Units  Estimated Accuracy
 PZ0413;SPC ID C     -   287,230.      546,810.      MT  (+/- 180 meters Scaled)
 PZ0413
 PZ0413                          SUPERSEDED SURVEY CONTROL
 PZ0413
 PZ0413  NGVD 29 (??/??/92) 1946.846  (m)         6387.28   (f) ADJ UNCH    2 0
 PZ0413
 PZ0413.Superseded values are not recommended for survey control.
 PZ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0413.See file dsdata.txt to determine how the superseded data were derived.
 PZ0413
 PZ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ072025(NAD 83)
 PZ0413_MARKER: DB = BENCH MARK DISK
 PZ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PZ0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PZ0413_STAMPING: L 52 1948
 PZ0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0413+STABILITY: SURFACE MOTION
 PZ0413
 PZ0413  HISTORY     - Date     Condition        Report By
 PZ0413  HISTORY     - 1948     MONUMENTED       CGS
 PZ0413
 PZ0413                          STATION DESCRIPTION
 PZ0413
 PZ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0413'11.9 MI NW FROM CLYDE.
 PZ0413'11.9 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE SCHOOL AT
 PZ0413'CLYDE, ON A SMALL BARREN PATCH ON A SAGE BRUSH FLAT, 61.5 FEET SOUTH
 PZ0413'OF THE CENTER LINE OF THE ROAD, 4.0 FEET SOUTHEAST OF A WITNESS POST,
 PZ0413'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 PZ0413'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0546 ***********************************************************************
 OY0546  DESIGNATION -  L 54
 OY0546  PID         -  OY0546
 OY0546  STATE/COUNTY-  ID/BUTTE
 OY0546  USGS QUAD   -  HOWE NE (1969)
 OY0546
 OY0546                         *CURRENT SURVEY CONTROL
 OY0546  ___________________________________________________________________
 OY0546* NAD 83(1986)-  43 53 24.     (N)    113 05 32.     (W)     SCALED    
 OY0546* NAVD 88     -      1550.003  (meters)    5085.30   (feet)  ADJUSTED  
 OY0546  ___________________________________________________________________
 OY0546  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 OY0546  DYNAMIC HT  -        1549.170 (meters)    5082.57  (feet)  COMP
 OY0546  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 OY0546
 OY0546  VERT ORDER  -  SECOND    CLASS 0
 OY0546
 OY0546.The horizontal coordinates were scaled from a topographic map and have
 OY0546.an estimated accuracy of +/- 6 seconds.
 OY0546
 OY0546.The orthometric height was determined by differential leveling
 OY0546.and adjusted by the National Geodetic Survey in June 1991..
 OY0546
 OY0546.The geoid height was determined by GEOID03.
 OY0546
 OY0546.The dynamic height is computed by dividing the NAVD 88
 OY0546.geopotential number by the normal gravity value computed on the
 OY0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0546.degrees latitude (g = 980.6199 gals.).
 OY0546
 OY0546.The modeled gravity was interpolated from observed gravity values.
 OY0546
 OY0546;                    North         East    Units  Estimated Accuracy
 OY0546;SPC ID C     -   247,370.      572,940.      MT  (+/- 180 meters Scaled)
 OY0546
 OY0546                          SUPERSEDED SURVEY CONTROL
 OY0546
 OY0546  NGVD 29 (??/??/92) 1548.889  (m)         5081.65   (f) ADJ UNCH    2 0
 OY0546
 OY0546.Superseded values are not recommended for survey control.
 OY0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0546.See file dsdata.txt to determine how the superseded data were derived.
 OY0546
 OY0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP319617(NAD 83)
 OY0546_MARKER: DB = BENCH MARK DISK
 OY0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0546_STAMPING: L 54 1948
 OY0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0546+STABILITY: SURFACE MOTION
 OY0546
 OY0546  HISTORY     - Date     Condition        Report By
 OY0546  HISTORY     - 1948     MONUMENTED       CGS
 OY0546
 OY0546                          STATION DESCRIPTION
 OY0546
 OY0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0546'8.4 MI NW FROM HOWE.
 OY0546'ABOUT 8.4 MILES NORTHWEST ALONG THE PAHSIMEROI ROAD FROM THE POST
 OY0546'OFFICE AT HOWE, 105.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 OY0546'5.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OY0546'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0558 ***********************************************************************
 OY0558  DESIGNATION -  L 55
 OY0558  PID         -  OY0558
 OY0558  STATE/COUNTY-  ID/CUSTER
 OY0558  USGS QUAD   -  METHODIST CREEK (1969)
 OY0558
 OY0558                         *CURRENT SURVEY CONTROL
 OY0558  ___________________________________________________________________
 OY0558* NAD 83(1986)-  43 52 32.     (N)    113 28 37.     (W)     SCALED    
 OY0558* NAVD 88     -      1742.339  (meters)    5716.32   (feet)  ADJUSTED  
 OY0558  ___________________________________________________________________
 OY0558  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 OY0558  DYNAMIC HT  -        1741.290 (meters)    5712.88  (feet)  COMP
 OY0558  MODELED GRAV-     979,955.5   (mgal)                       NAVD 88
 OY0558
 OY0558  VERT ORDER  -  SECOND    CLASS 0
 OY0558
 OY0558.The horizontal coordinates were scaled from a topographic map and have
 OY0558.an estimated accuracy of +/- 6 seconds.
 OY0558
 OY0558.The orthometric height was determined by differential leveling
 OY0558.and adjusted by the National Geodetic Survey in June 1991..
 OY0558
 OY0558.The geoid height was determined by GEOID03.
 OY0558
 OY0558.The dynamic height is computed by dividing the NAVD 88
 OY0558.geopotential number by the normal gravity value computed on the
 OY0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0558.degrees latitude (g = 980.6199 gals.).
 OY0558
 OY0558.The modeled gravity was interpolated from observed gravity values.
 OY0558
 OY0558;                    North         East    Units  Estimated Accuracy
 OY0558;SPC ID C     -   245,500.      542,040.      MT  (+/- 180 meters Scaled)
 OY0558
 OY0558                          SUPERSEDED SURVEY CONTROL
 OY0558
 OY0558  NGVD 29 (??/??/92) 1741.128  (m)         5712.35   (f) ADJ UNCH    2 0
 OY0558
 OY0558.Superseded values are not recommended for survey control.
 OY0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0558.See file dsdata.txt to determine how the superseded data were derived.
 OY0558
 OY0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP009610(NAD 83)
 OY0558_MARKER: DB = BENCH MARK DISK
 OY0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0558_STAMPING: L 55 1948
 OY0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0558+STABILITY: SURFACE MOTION
 OY0558
 OY0558  HISTORY     - Date     Condition        Report By
 OY0558  HISTORY     - 1948     MONUMENTED       CGS
 OY0558
 OY0558                          STATION DESCRIPTION
 OY0558
 OY0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0558'1.2 MI NW FROM LESLIE.
 OY0558'ABOUT 1.2 MILES NORTHWEST ALONG THE PASS CREEK ROAD FROM THE POST
 OY0558'OFFICE AT LESLIE, NEAR A WIRE GATE, AT A T FENCE CORNER, 19.0 FEET
 OY0558'EAST OF THE CENTER LINE OF THE ROAD, 18.5 FEET NORTH OF THE CENTER
 OY0558'LINE OF THE GATE, 12.0 FEET NORTH OF THE T FENCE CORNER, 2.0 FEET
 OY0558'NORTH OF A WITNESS POST, 1.5 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 OY0558'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 OY0558'GROUND.  NOTE-- FROM THE POST OFFICE IN LESLIE, PROCEED NORTHWEST
 OY0558'ALONG THE PASS CREEK ROAD FOR 1.0 MILES.  THE BENCH MARK IS 23 FEET
 OY0558'EAST OF THE ROAD AND ABOUT 1.0 FOOT NORTH OF A EAST - WEST FENCE.  BM
 OY0558'PROJECTS ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 PZ0367 ***********************************************************************
 PZ0367  DESIGNATION -  L 56
 PZ0367  PID         -  PZ0367
 PZ0367  STATE/COUNTY-  ID/LEMHI
 PZ0367  USGS QUAD   -  COAL KILN CANYON (1987)
 PZ0367
 PZ0367                         *CURRENT SURVEY CONTROL
 PZ0367  ___________________________________________________________________
 PZ0367* NAD 83(1986)-  44 21 53.     (N)    113 14 48.     (W)     SCALED    
 PZ0367* NAVD 88     -      2510.420  (meters)    8236.27   (feet)  ADJUSTED  
 PZ0367  ___________________________________________________________________
 PZ0367  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 PZ0367  DYNAMIC HT  -        2508.756 (meters)    8230.81  (feet)  COMP
 PZ0367  MODELED GRAV-     979,863.6   (mgal)                       NAVD 88
 PZ0367
 PZ0367  VERT ORDER  -  SECOND    CLASS 0
 PZ0367
 PZ0367.The horizontal coordinates were scaled from a topographic map and have
 PZ0367.an estimated accuracy of +/- 6 seconds.
 PZ0367
 PZ0367.The orthometric height was determined by differential leveling
 PZ0367.and adjusted by the National Geodetic Survey in June 1991..
 PZ0367
 PZ0367.The geoid height was determined by GEOID03.
 PZ0367
 PZ0367.The dynamic height is computed by dividing the NAVD 88
 PZ0367.geopotential number by the normal gravity value computed on the
 PZ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PZ0367.degrees latitude (g = 980.6199 gals.).
 PZ0367
 PZ0367.The modeled gravity was interpolated from observed gravity values.
 PZ0367
 PZ0367;                    North         East    Units  Estimated Accuracy
 PZ0367;SPC ID C     -   300,000.      560,050.      MT  (+/- 180 meters Scaled)
 PZ0367
 PZ0367                          SUPERSEDED SURVEY CONTROL
 PZ0367
 PZ0367  NGVD 29 (??/??/92) 2508.940  (m)         8231.41   (f) ADJ UNCH    2 0
 PZ0367
 PZ0367.Superseded values are not recommended for survey control.
 PZ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PZ0367.See file dsdata.txt to determine how the superseded data were derived.
 PZ0367
 PZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUQ209148(NAD 83)
 PZ0367_MARKER: DB = BENCH MARK DISK
 PZ0367_SETTING: 80 = SET IN A BOULDER
 PZ0367_SP_SET: BOULDER
 PZ0367_STAMPING: L 56 1948
 PZ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PZ0367+STABILITY: SURFACE MOTION
 PZ0367
 PZ0367  HISTORY     - Date     Condition        Report By
 PZ0367  HISTORY     - 1948     MONUMENTED       CGS
 PZ0367  HISTORY     - 1983     MARK NOT FOUND   USGS
 PZ0367  HISTORY     - 1983     MARK NOT FOUND   USGS
 PZ0367
 PZ0367                          STATION DESCRIPTION
 PZ0367
 PZ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 PZ0367'10.9 MI S FROM GILMORE.
 PZ0367'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 PZ0367'GILMORE, THENCE 3.0 MILES WEST ALONG THE SPRING CANYON ROAD, THENCE
 PZ0367'0.6 MILE NORTHWEST ALONG THE BIRCH CREEK TRAIL, AT AN S CURVE, 75.0
 PZ0367'FEET WEST OF A 30-INCH PINE TREE WITH A TRIANGULAR BLAZE, 22.0 FEET
 PZ0367'SOUTH OF THE CENTER LINE OF THE TRAIL, SET IN THE TOP OF A LARGE
 PZ0367'BOULDER PROJECTING 2.0 FEET ABOVE THE GROUND AND ABOUT 3.0 FEET ABOVE
 PZ0367'THE TRAIL.
 PZ0367
 PZ0367                          STATION RECOVERY (1983)
 PZ0367
 PZ0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0367'MARK NOT FOUND.
 PZ0367
 PZ0367                          STATION RECOVERY (1983)
 PZ0367
 PZ0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PZ0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0118 ***********************************************************************
 OY0118  DESIGNATION -  L 57
 OY0118  PID         -  OY0118
 OY0118  STATE/COUNTY-  ID/JEFFERSON
 OY0118  USGS QUAD   -  TERRETON (1964)
 OY0118
 OY0118                         *CURRENT SURVEY CONTROL
 OY0118  ___________________________________________________________________
 OY0118* NAD 83(1986)-  43 50 29.     (N)    112 25 38.     (W)     SCALED    
 OY0118* NAVD 88     -      1459.636  (meters)    4788.82   (feet)  ADJUSTED  
 OY0118  ___________________________________________________________________
 OY0118  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 OY0118  DYNAMIC HT  -        1458.894 (meters)    4786.39  (feet)  COMP
 OY0118  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 OY0118
 OY0118  VERT ORDER  -  SECOND    CLASS 0
 OY0118
 OY0118.The horizontal coordinates were scaled from a topographic map and have
 OY0118.an estimated accuracy of +/- 6 seconds.
 OY0118
 OY0118.The orthometric height was determined by differential leveling
 OY0118.and adjusted by the National Geodetic Survey in June 1991..
 OY0118
 OY0118.The geoid height was determined by GEOID03.
 OY0118
 OY0118.The dynamic height is computed by dividing the NAVD 88
 OY0118.geopotential number by the normal gravity value computed on the
 OY0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0118.degrees latitude (g = 980.6199 gals.).
 OY0118
 OY0118.The modeled gravity was interpolated from observed gravity values.
 OY0118
 OY0118;                    North         East    Units  Estimated Accuracy
 OY0118;SPC ID E     -   241,610.      179,050.      MT  (+/- 180 meters Scaled)
 OY0118
 OY0118                          SUPERSEDED SURVEY CONTROL
 OY0118
 OY0118  NGVD 29 (??/??/92) 1458.535  (m)         4785.21   (f) ADJ UNCH    2 0
 OY0118
 OY0118.Superseded values are not recommended for survey control.
 OY0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0118.See file dsdata.txt to determine how the superseded data were derived.
 OY0118
 OY0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP852552(NAD 83)
 OY0118_MARKER: DB = BENCH MARK DISK
 OY0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OY0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OY0118_STAMPING: L 57 1948
 OY0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OY0118+STABILITY: SURFACE MOTION
 OY0118
 OY0118  HISTORY     - Date     Condition        Report By
 OY0118  HISTORY     - 1948     MONUMENTED       CGS
 OY0118  HISTORY     - 1964     MARK NOT FOUND   USGS
 OY0118
 OY0118                          STATION DESCRIPTION
 OY0118
 OY0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0118'1.0 MI E FROM TERRETON.
 OY0118'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY NO. 28 FROM THE POST OFFICE AT
 OY0118'TERRETON, AT A HAY MILLING COMPANY, 32.0 FEET NORTH OF THE CENTER LINE
 OY0118'OF THE HIGHWAY, 28.0 FEET WEST OF THE CENTER LINE OF THE MAIN ENTRANCE
 OY0118'GATE, 9.0 FEET EAST OF A T FENCE CORNER, 2.7 FEET EAST OF A WITNESS
 OY0118'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 OY0118'GROUND.  NOTE-- REPORTS FROM THE LOCAL PEOPLE WERE THAT ROAD
 OY0118'CONSTRUCTION HAS TAKEN PLACE WITHIN THE PAST THREE YEARS.
 OY0118
 OY0118                          STATION RECOVERY (1964)
 OY0118
 OY0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OY0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0500 ***********************************************************************
 OY0500  DESIGNATION -  L 58
 OY0500  PID         -  OY0500
 OY0500  STATE/COUNTY-  ID/BUTTE
 OY0500  USGS QUAD   -  BUTTE CITY (1972)
 OY0500
 OY0500                         *CURRENT SURVEY CONTROL
 OY0500  ___________________________________________________________________
 OY0500* NAD 83(1986)-  43 34 14.     (N)    113 12 38.     (W)     SCALED    
 OY0500* NAVD 88     -      1607.592  (meters)    5274.24   (feet)  ADJUSTED  
 OY0500  ___________________________________________________________________
 OY0500  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 OY0500  DYNAMIC HT  -        1606.704 (meters)    5271.33  (feet)  COMP
 OY0500  MODELED GRAV-     980,010.2   (mgal)                       NAVD 88
 OY0500
 OY0500  VERT ORDER  -  FIRST     CLASS II
 OY0500
 OY0500.The horizontal coordinates were scaled from a topographic map and have
 OY0500.an estimated accuracy of +/- 6 seconds.
 OY0500
 OY0500.The orthometric height was determined by differential leveling
 OY0500.and adjusted by the National Geodetic Survey in December 1992..
 OY0500
 OY0500.The geoid height was determined by GEOID03.
 OY0500
 OY0500.The dynamic height is computed by dividing the NAVD 88
 OY0500.geopotential number by the normal gravity value computed on the
 OY0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0500.degrees latitude (g = 980.6199 gals.).
 OY0500
 OY0500.The modeled gravity was interpolated from observed gravity values.
 OY0500
 OY0500;                    North         East    Units  Estimated Accuracy
 OY0500;SPC ID C     -   211,790.      563,770.      MT  (+/- 180 meters Scaled)
 OY0500
 OY0500                          SUPERSEDED SURVEY CONTROL
 OY0500
 OY0500  NAVD 88 (06/15/91) 1607.587  (m)         5274.23   (f) UNKNOWN     1 2
 OY0500  NGVD 29 (08/20/92) 1606.518  (m)         5270.72   (f) ADJUSTED    1 2
 OY0500
 OY0500.Superseded values are not recommended for survey control.
 OY0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0500.See file dsdata.txt to determine how the superseded data were derived.
 OY0500
 OY0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUP214265(NAD 83)
 OY0500_MARKER: DB = BENCH MARK DISK
 OY0500_SETTING: 66 = SET IN ROCK OUTCROP
 OY0500_SP_SET: BEDROCK
 OY0500_STAMPING: L 58 1948
 OY0500_MARK LOGO: CGS   
 OY0500_MAGNETIC: N = NO MAGNETIC MATERIAL
 OY0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0500+STABILITY: POSITION/ELEVATION WELL
 OY0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OY0500+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1992
 OY0500
 OY0500  HISTORY     - Date     Condition        Report By
 OY0500  HISTORY     - 1948     MONUMENTED       CGS
 OY0500  HISTORY     - 19920619 GOOD             NGS
 OY0500
 OY0500                          STATION DESCRIPTION
 OY0500
 OY0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OY0500'6.9 MI SE FROM ARCO.
 OY0500'ABOUT 6.9 MILES SOUTHEAST ALONG THE OREGON SHORT LINE RAILROAD FROM
 OY0500'THE STATION AT ARCO, AT THE SOUTHEAST END OF A SMALL CUT, 18.4 FEET
 OY0500'NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF A LAVA ROCK OUTCROP
 OY0500'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 OY0500
 OY0500                          STATION RECOVERY (1992)
 OY0500
 OY0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0500'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 20 AND 26 FROM
 OY0500'THE JUNCTION OF U.S. HIGHWAY 93 IN ARCO, THENCE 6.0 KM (3.70 MI)
 OY0500'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD, NEAR THE NORTHWEST
 OY0500'END OF A 2 BY 4-FOOT AREA OF OUTCROPPING BEDROCK AT A RAILROAD CUT,
 OY0500'5.6 M (18.4 FT) NORTHEAST OF AND LEVEL WITH THE NEAR RAIL, AND 1.O M
 OY0500'NORTHWEST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0467 ***********************************************************************
 RY0467  DESIGNATION -  L 59
 RY0467  PID         -  RY0467
 RY0467  STATE/COUNTY-  ID/IDAHO
 RY0467  USGS QUAD   -  GLENWOOD (1994)
 RY0467
 RY0467                         *CURRENT SURVEY CONTROL
 RY0467  ___________________________________________________________________
 RY0467* NAD 83(1986)-  46 07 46.     (N)    115 47 12.     (W)     SCALED    
 RY0467* NAVD 88     -       414.649  (meters)    1360.39   (feet)  ADJUSTED  
 RY0467  ___________________________________________________________________
 RY0467  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 RY0467  DYNAMIC HT  -         414.599 (meters)    1360.23  (feet)  COMP
 RY0467  MODELED GRAV-     980,484.7   (mgal)                       NAVD 88
 RY0467
 RY0467  VERT ORDER  -  FIRST     CLASS II
 RY0467
 RY0467.The horizontal coordinates were scaled from a topographic map and have
 RY0467.an estimated accuracy of +/- 6 seconds.
 RY0467
 RY0467.The orthometric height was determined by differential leveling
 RY0467.and adjusted by the National Geodetic Survey in June 1991..
 RY0467
 RY0467.The geoid height was determined by GEOID03.
 RY0467
 RY0467.The dynamic height is computed by dividing the NAVD 88
 RY0467.geopotential number by the normal gravity value computed on the
 RY0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0467.degrees latitude (g = 980.6199 gals.).
 RY0467
 RY0467.The modeled gravity was interpolated from observed gravity values.
 RY0467
 RY0467;                    North         East    Units  Estimated Accuracy
 RY0467;SPC ID W     -   495,830.      797,170.      MT  (+/- 180 meters Scaled)
 RY0467
 RY0467                          SUPERSEDED SURVEY CONTROL
 RY0467
 RY0467  NGVD 29 (??/??/92)  413.564  (m)         1356.83   (f) ADJ UNCH    1 2
 RY0467
 RY0467.Superseded values are not recommended for survey control.
 RY0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0467.See file dsdata.txt to determine how the superseded data were derived.
 RY0467
 RY0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNM937091(NAD 83)
 RY0467_MARKER: DB = BENCH MARK DISK
 RY0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RY0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RY0467_STAMPING: L 59 1950
 RY0467_MARK LOGO: CGS   
 RY0467_PROJECTION: PROJECTING 15 CENTIMETERS
 RY0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0467+STABILITY: SURFACE MOTION
 RY0467
 RY0467  HISTORY     - Date     Condition        Report By
 RY0467  HISTORY     - 1950     MONUMENTED       CGS
 RY0467  HISTORY     - 1956     GOOD             NGS
 RY0467  HISTORY     - 1980     GOOD             NGS
 RY0467
 RY0467                          STATION DESCRIPTION
 RY0467
 RY0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0467'11.8 MI E FROM KOOSKIA.
 RY0467'0.3 MILE NORTH ALONG STATE HIGHWAY 13 FROM THE POST OFFICE AT KOOSKIA,
 RY0467'THENCE 11.5 MILES EAST ALONG STATE HIGHWAY 9, AT THE JUNCTION OF A
 RY0467'PRIVATE DRIVEWAY LEADING SOUTHEAST, 33.2 FEET SOUTHWEST OF THE
 RY0467'SOUTHWEST CORNER OF A LARGE BARN, 31.4 FEET SOUTH OF A TELEPHONE POLE,
 RY0467'25 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTH OF
 RY0467'THE CENTER LINE OF THE DRIVEWAY, ABOUT 3 1/2 FEET HIGHER THAN THE
 RY0467'HIGHWAY, 2.2 FEET WEST OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST,
 RY0467'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 RY0467'GROUND.
 RY0467
 RY0467                          STATION RECOVERY (1956)
 RY0467
 RY0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RY0467'RECOVERED IN GOOD CONDITION.
 RY0467
 RY0467                          STATION RECOVERY (1980)
 RY0467
 RY0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0467'18.2 KILOMETERS (11.35 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM THE
 RY0467'WEST END OF THE HIGHWAY BRIDGE OVER THE LOCHSA RIVER IN LOWELL, 1.0
 RY0467'KILOMETER (0.6 MILE) NORTH OF HIGHWAY MILEPOST 86, SET IN THE
 RY0467'NORTHEAST CORNER OF THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHEAST
 RY0467'TO A CATTLE LOADING PEN, 9.7 METERS (32.0 FEET) EAST OF THE CENTERLINE
 RY0467'OF THE HIGHWAY, 44.8 METERS (147 FEET) SOUTH OF A UTILITY POLE
 RY0467'SURROUNDED BY TALL ELECTRICAL BOXES, 30.5 METERS (100 FEET) SOUTH OF
 RY0467'THE EXTENDED CENTERLINE OF A TRACK ROAD LEADING NORTHWEST, 7.3 METERS
 RY0467'(24.0 FEET) NORTH OF THE CENTERLINE OF THE TRACK ROAD, 0.45 METER
 RY0467'(1.5 FEET) WEST OF A FENCE LINE.
 RY0467'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RY0467'THE MARK IS 0.45 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0070 ***********************************************************************
 NU0070  DESIGNATION -  L 6
 NU0070  PID         -  NU0070
 NU0070  STATE/COUNTY-  ID/BANNOCK
 NU0070  USGS QUAD   -  POCATELLO NORTH (1971)
 NU0070
 NU0070                         *CURRENT SURVEY CONTROL
 NU0070  ___________________________________________________________________
 NU0070* NAD 83(1986)-  42 55 50.     (N)    112 27 36.     (W)     SCALED    
 NU0070* NAVD 88     -      1362.496  (meters)    4470.12   (feet)  ADJUSTED  
 NU0070  ___________________________________________________________________
 NU0070  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 NU0070  DYNAMIC HT  -        1361.720 (meters)    4467.58  (feet)  COMP
 NU0070  MODELED GRAV-     980,004.2   (mgal)                       NAVD 88
 NU0070
 NU0070  VERT ORDER  -  FIRST     CLASS I
 NU0070
 NU0070.The horizontal coordinates were scaled from a topographic map and have
 NU0070.an estimated accuracy of +/- 6 seconds.
 NU0070
 NU0070.The orthometric height was determined by differential leveling
 NU0070.and adjusted by the National Geodetic Survey in June 1991..
 NU0070.WARNING-Repeat measurements at this control monument indicate possible
 NU0070.vertical movement.
 NU0070
 NU0070.The geoid height was determined by GEOID03.
 NU0070
 NU0070.The dynamic height is computed by dividing the NAVD 88
 NU0070.geopotential number by the normal gravity value computed on the
 NU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0070.degrees latitude (g = 980.6199 gals.).
 NU0070
 NU0070.The modeled gravity was interpolated from observed gravity values.
 NU0070
 NU0070;                    North         East    Units  Estimated Accuracy
 NU0070;SPC ID E     -   140,430.      176,060.      MT  (+/- 180 meters Scaled)
 NU0070
 NU0070                          SUPERSEDED SURVEY CONTROL
 NU0070
 NU0070  NGVD 29 (??/??/92) 1361.444  (m)         4466.67   (f) ADJ UNCH    1 1
 NU0070
 NU0070.Superseded values are not recommended for survey control.
 NU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0070.See file dsdata.txt to determine how the superseded data were derived.
 NU0070
 NU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN808541(NAD 83)
 NU0070_MARKER: Q = CHISELED SQUARE
 NU0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NU0070_SP_SET: CULVERT
 NU0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NU0070
 NU0070  HISTORY     - Date     Condition        Report By
 NU0070  HISTORY     - UNK      MONUMENTED       CGS
 NU0070  HISTORY     - 1960     GOOD             NGS
 NU0070  HISTORY     - 1967     GOOD             NGS
 NU0070  HISTORY     - 20030510 GOOD             GEOCAC
 NU0070
 NU0070                          STATION DESCRIPTION
 NU0070
 NU0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NU0070'7.05 MI S FROM FORT HALL.
 NU0070'4-1/2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM POCATELLO,
 NU0070'BANNOCK COUNTY, 8-1/2 POLES SOUTH OF MILEPOST 139, AT THE EAST END OF
 NU0070'A STONE CULVERT AT MILEAGE 138.76, AND ON THE TOP OF THE EXTREME END
 NU0070'OF THE NORTHEAST WINGWALL.  THE BOTTOM OF A SQUARE HOLE, LETTERED U.S.
 NU0070
 NU0070                          STATION RECOVERY (1967)
 NU0070
 NU0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NU0070'RECOVERED IN GOOD CONDITION.
 NU0070
 NU0070                          STATION RECOVERY (2003)
 NU0070
 NU0070'RECOVERY NOTE BY GEOCACHING 2003 (JCD)
 NU0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0328 ***********************************************************************
 RY0328  DESIGNATION -  L 60
 RY0328  PID         -  RY0328
 RY0328  STATE/COUNTY-  ID/IDAHO
 RY0328  USGS QUAD   -  MC LENDON BUTTE (1994)
 RY0328
 RY0328                         *CURRENT SURVEY CONTROL
 RY0328  ___________________________________________________________________
 RY0328* NAD 83(1986)-  46 15 47.     (N)    115 23 42.     (W)     SCALED    
 RY0328* NAVD 88     -       553.768  (meters)    1816.82   (feet)  ADJUSTED  
 RY0328  ___________________________________________________________________
 RY0328  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 RY0328  DYNAMIC HT  -         553.680 (meters)    1816.53  (feet)  COMP
 RY0328  MODELED GRAV-     980,440.7   (mgal)                       NAVD 88
 RY0328
 RY0328  VERT ORDER  -  FIRST     CLASS II
 RY0328
 RY0328.The horizontal coordinates were scaled from a topographic map and have
 RY0328.an estimated accuracy of +/- 6 seconds.
 RY0328
 RY0328.The orthometric height was determined by differential leveling
 RY0328.and adjusted by the National Geodetic Survey in June 1991..
 RY0328
 RY0328.The geoid height was determined by GEOID03.
 RY0328
 RY0328.The dynamic height is computed by dividing the NAVD 88
 RY0328.geopotential number by the normal gravity value computed on the
 RY0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0328.degrees latitude (g = 980.6199 gals.).
 RY0328
 RY0328.The modeled gravity was interpolated from observed gravity values.
 RY0328
 RY0328;                    North         East    Units  Estimated Accuracy
 RY0328;SPC ID W     -   510,740.      827,370.      MT  (+/- 180 meters Scaled)
 RY0328
 RY0328                          SUPERSEDED SURVEY CONTROL
 RY0328
 RY0328  NGVD 29 (??/??/92)  552.638  (m)         1813.11   (f) ADJ UNCH    1 2
 RY0328
 RY0328.Superseded values are not recommended for survey control.
 RY0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0328.See file dsdata.txt to determine how the superseded data were derived.
 RY0328
 RY0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM236245(NAD 83)
 RY0328_MARKER: DB = BENCH MARK DISK
 RY0328_SETTING: 66 = SET IN ROCK OUTCROP
 RY0328_SP_SET: OUTCROP
 RY0328_STAMPING: L 60 1950
 RY0328_MARK LOGO: CGS   
 RY0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0328+STABILITY: POSITION/ELEVATION WELL
 RY0328
 RY0328  HISTORY     - Date     Condition        Report By
 RY0328  HISTORY     - 1950     MONUMENTED       CGS
 RY0328  HISTORY     - 1980     GOOD             NGS
 RY0328
 RY0328                          STATION DESCRIPTION
 RY0328
 RY0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0328'17.0 MI NE FROM LOWELL.
 RY0328'17.0 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE NORTHWEST END OF
 RY0328'THE STEEL BRIDGE OVER THE LOCHSA RIVER AT LOWELL, IN THE TOP OF A
 RY0328'PROJECTION OF AN OUTCROP, ABOUT 150 YARDS NORTH OF A PROMINENT BOULDER
 RY0328'LYING AGAINST THE WEST BANK OF THE RIVER, 25 FEET WEST OF THE CENTER
 RY0328'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND MARKED BY A
 RY0328'PAINTED B M.
 RY0328
 RY0328                          STATION RECOVERY (1980)
 RY0328
 RY0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0328'12.1 KILOMETERS (7.5 MILES) SOUTHWEST ALONG U.S. HIGHWAY 12 FROM
 RY0328'THE LOCHSA RANGER STATION, 0.25 KILOMETER (0.15 MILE) SOUTH OF THE
 RY0328'SOUTH END OF A HIGHWAY CURVE, 0.25 KILOMETER (0.15 MILE) NORTHEAST
 RY0328'OF HIGHWAY MILEPOST 114, ACROSS THE HIGHWAY FROM THE NORTH END OF
 RY0328'A PAVED PULLOUT, SET IN TOP OF A 1 X 1 METER (3 X 3 FOOT) ROCK
 RY0328'SHELF AT THE BASE OF A LARGE BEDROCK HIGHWAY CUT, 7.6 METERS (25.0
 RY0328'FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 33.4 METERS (109.5 FEET)
 RY0328'SOUTH OF THE NORTH END OF THE CUT.
 RY0328'THE MARK IS 1.1 METERS  SSE FROM A WITNESS POST.
 RY0328'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0336 ***********************************************************************
 RY0336  DESIGNATION -  L 61
 RY0336  PID         -  RY0336
 RY0336  STATE/COUNTY-  ID/IDAHO
 RY0336  USGS QUAD   -  HUCKLEBERRY BUTTE (1994)
 RY0336
 RY0336                         *CURRENT SURVEY CONTROL
 RY0336  ___________________________________________________________________
 RY0336* NAD 83(1986)-  46 20 23.     (N)    115 18 46.     (W)     SCALED    
 RY0336* NAVD 88     -       641.644  (meters)    2105.13   (feet)  ADJUSTED  
 RY0336  ___________________________________________________________________
 RY0336  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 RY0336  DYNAMIC HT  -         641.545 (meters)    2104.80  (feet)  COMP
 RY0336  MODELED GRAV-     980,440.7   (mgal)                       NAVD 88
 RY0336
 RY0336  VERT ORDER  -  FIRST     CLASS II
 RY0336
 RY0336.The horizontal coordinates were scaled from a topographic map and have
 RY0336.an estimated accuracy of +/- 6 seconds.
 RY0336
 RY0336.The orthometric height was determined by differential leveling
 RY0336.and adjusted by the National Geodetic Survey in June 1991..
 RY0336
 RY0336.The geoid height was determined by GEOID03.
 RY0336
 RY0336.The dynamic height is computed by dividing the NAVD 88
 RY0336.geopotential number by the normal gravity value computed on the
 RY0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0336.degrees latitude (g = 980.6199 gals.).
 RY0336
 RY0336.The modeled gravity was interpolated from observed gravity values.
 RY0336
 RY0336;                    North         East    Units  Estimated Accuracy
 RY0336;SPC ID W     -   519,290.      833,660.      MT  (+/- 180 meters Scaled)
 RY0336
 RY0336                          SUPERSEDED SURVEY CONTROL
 RY0336
 RY0336  NGVD 29 (??/??/92)  640.509  (m)         2101.40   (f) ADJ UNCH    1 2
 RY0336
 RY0336.Superseded values are not recommended for survey control.
 RY0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0336.See file dsdata.txt to determine how the superseded data were derived.
 RY0336
 RY0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM298331(NAD 83)
 RY0336_MARKER: DB = BENCH MARK DISK
 RY0336_SETTING: 66 = SET IN ROCK OUTCROP
 RY0336_SP_SET: ROCK OUTCROP
 RY0336_STAMPING: L 61 1950
 RY0336_MARK LOGO: CGS   
 RY0336_MAGNETIC: N = NO MAGNETIC MATERIAL
 RY0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RY0336+STABILITY: POSITION/ELEVATION WELL
 RY0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RY0336+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 RY0336
 RY0336  HISTORY     - Date     Condition        Report By
 RY0336  HISTORY     - 1950     MONUMENTED       CGS
 RY0336  HISTORY     - 1980     GOOD             NGS
 RY0336  HISTORY     - 19911009 GOOD             NGS
 RY0336
 RY0336                          STATION DESCRIPTION
 RY0336
 RY0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0336'0.8 MI NE FROM LOCHSA RANGER STATION.
 RY0336'0.8 MILE NORTHEAST ALONG THE LOCHSA RIVER FROM THE LOCHSA RANGER
 RY0336'STATION, IN THE TOP OF A PROMINENT OUTCROP, ABOUT 65 YARDS NORTH OF
 RY0336'THE WEST END OF A SWINGING BRIDGE OVER THE RIVER, ABOUT 60 FEET HIGHER
 RY0336'THAN THE WATER LEVEL AT LOW WATER, 53 FEET SOUTHEAST OF AND ABOUT
 RY0336'LEVEL WITH THE TRAIL, 48 FEET SOUTH OF A 16-INCH DEAD CEDAR TREE
 RY0336'SUPPORTING A TELEPHONE LINE.  MARKED BY A PAINTED B M.
 RY0336
 RY0336                          STATION RECOVERY (1980)
 RY0336
 RY0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0336'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 RY0336'1.2 KILOMETERS (0.75 MILE) NORTHEAST ALONG U.S. HIGHWAY 12 FROM THE
 RY0336'LOCHSA RANGER STATION, 0.8 KILOMETER (0.5 MILE) SOUTHWEST OF SHERMAN
 RY0336'CREEK, 0.3 KILOMETER (0.2 MILE) NORTHEAST OF HIGHWAY MILEPOST 122,
 RY0336'SET IN TOP OF A MASSIVE ROCK OUTCROP, 59.4 METERS (195 FEET) NORTH
 RY0336'OF THE NORTHWEST CORNER OF THE WILDERNESS GATEWAY PACK BRIDGE OVER
 RY0336'THE LOCHSA RIVER, 19.8 METERS (65.0 FEET) SOUTHEAST OF THE CENTERLINE
 RY0336'OF THE HIGHWAY, 13.8 METERS (45.3 FEET) EAST OF THE SOUTHWEST END OF
 RY0336'A STEEL GUARDRAIL, 0.6 METER (2.0 FEET) SOUTHWEST OF THE NORTHEAST
 RY0336'EDGE OF THE OUTCROP.
 RY0336'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RY0336
 RY0336                          STATION RECOVERY (1991)
 RY0336
 RY0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RY0336'MARK IS LOCATED ABOUT 45.0 KM (28.0 MI) SOUTHWEST OF POWELL, 25.0 KM
 RY0336'(15.5 MI) NORTHEAST OF LOWELL AND ALONG L24475 PART 2. ONERSHIP--U.S.
 RY0336'FOREST SERVICE, CLEARWATER NATIONAL FOREST.
 RY0336'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE HIGHWAY 13 IN
 RY0336'KOOSKIA.  GO EAST ON U.S. HIGHWAY 12 FOR 26.16 KM (16.26 MI) TO THE
 RY0336'SMALL TOWN OF SYRINGA AND A CHEVRON GAS STATION AND CAFE ON THE LEFT.
 RY0336'CONTINUE AHEAD EAST ON U.S. HIGHWAY 12 FOR 10.94 KM (6.80 MI) TO
 RY0336'SELWAY ROAD ON THE RIGHT THAT LEADS TO THE SMALL TOWN OF LOWELL.
 RY0336'CONTINUE AHEAD EAST-NORTHEAST ON U.S. HIGHWAY 12 FOR 39.9 KM
 RY0336'(24.8 MI) TO THE OLD LOCHSA HISTORICAL RANGER STATION AND VISTOR
 RY0336'CENTER ON THE LEFT.  CONTINUE AHEAD ON U.S. HIGHWAY 12 FOR 1.2 KM
 RY0336'(0.7 MI) TO THE MARK ON THE RIGHT 3.0 M (9.8 FT) ABOVE THE HIGHWAY.
 RY0336'MARK IS LOCATED 19.8 M (65.0 FT)  (SLOPE) SOUTHEAST OF THE CENTERLINE
 RY0336'OF THE HIGHWAY, 13.8 M (45.3 FT) EAST OF THE SOUTHWEST END OF A STEEL
 RY0336'GUARDRAIL AND 0.3 M (1.0 FT) NORTHEAST OF A METAL WITNESS POST WITH
 RY0336'SIGN.
 RY0336'MARK IS CEMENTED INTO A DRILL HOLE IN TOP OF A MASSIVE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0241 ***********************************************************************
 RY0241  DESIGNATION -  L 62
 RY0241  PID         -  RY0241
 RY0241  STATE/COUNTY-  ID/IDAHO
 RY0241  USGS QUAD   -  ROCKY POINT (1994)
 RY0241
 RY0241                         *CURRENT SURVEY CONTROL
 RY0241  ___________________________________________________________________
 RY0241* NAD 83(1986)-  46 33 28.     (N)    114 39 42.     (W)     SCALED    
 RY0241* NAVD 88     -      1121.357  (meters)    3678.99   (feet)  ADJUSTED  
 RY0241  ___________________________________________________________________
 RY0241  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 RY0241  DYNAMIC HT  -        1121.066 (meters)    3678.03  (feet)  COMP
 RY0241  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 RY0241
 RY0241  VERT ORDER  -  FIRST     CLASS II
 RY0241
 RY0241.The horizontal coordinates were scaled from a topographic map and have
 RY0241.an estimated accuracy of +/- 6 seconds.
 RY0241
 RY0241.The orthometric height was determined by differential leveling
 RY0241.and adjusted by the National Geodetic Survey in June 1991..
 RY0241
 RY0241.The geoid height was determined by GEOID03.
 RY0241
 RY0241.The dynamic height is computed by dividing the NAVD 88
 RY0241.geopotential number by the normal gravity value computed on the
 RY0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0241.degrees latitude (g = 980.6199 gals.).
 RY0241
 RY0241.The modeled gravity was interpolated from observed gravity values.
 RY0241
 RY0241;                    North         East    Units  Estimated Accuracy
 RY0241;SPC ID W     -   544,010.      883,450.      MT  (+/- 180 meters Scaled)
 RY0241
 RY0241                          SUPERSEDED SURVEY CONTROL
 RY0241
 RY0241  NGVD 29 (??/??/92) 1120.149  (m)         3675.02   (f) ADJ UNCH    1 2
 RY0241
 RY0241.Superseded values are not recommended for survey control.
 RY0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0241.See file dsdata.txt to determine how the superseded data were derived.
 RY0241
 RY0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM792586(NAD 83)
 RY0241_MARKER: DB = BENCH MARK DISK
 RY0241_SETTING: 80 = SET IN A BOULDER
 RY0241_STAMPING: L 62 1950
 RY0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0241+STABILITY: SURFACE MOTION
 RY0241
 RY0241  HISTORY     - Date     Condition        Report By
 RY0241  HISTORY     - 1950     MONUMENTED       CGS
 RY0241  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0241
 RY0241                          STATION DESCRIPTION
 RY0241
 RY0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 RY0241'6.0 MI NE FROM POWELL RANGER STATION.
 RY0241'0.9 MILE NORTH ALONG A DIRT FOREST SERVICE ROAD FROM THE POWELL RANGER
 RY0241'STATION, THENCE 5.1 MILES NORTHEAST ALONG THE LEWIS AND CLARK HIGHWAY,
 RY0241'AT THE NORTHEAST END OF A LONG CURVE, IN THE TOP OF A BOULDER WHICH
 RY0241'PROJECTS 2 FEET ABOVE THE GROUND, 46 FEET NORTHWEST OF THE CENTER LINE
 RY0241'OF THE HIGHWAY, 14 FEET WEST OF THE CENTER LINE OF A SHORT DEAD END
 RY0241'TRACK ROAD, 5 1/2 FEET NORTHEAST OF THE NORTHEAST BASE OF THE
 RY0241'NORTHWEST ONE OF THREE 48-INCH CEDAR TREES, 1 1/2 FEET HIGHER THAN THE
 RY0241'HIGHWAY.
 RY0241
 RY0241                          STATION RECOVERY (1980)
 RY0241
 RY0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0241'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 RY0301 ***********************************************************************
 RY0301  DESIGNATION -  L 63
 RY0301  PID         -  RY0301
 RY0301  STATE/COUNTY-  ID/IDAHO
 RY0301  USGS QUAD   -  HOLLY CREEK (1994)
 RY0301
 RY0301                         *CURRENT SURVEY CONTROL
 RY0301  ___________________________________________________________________
 RY0301* NAD 83(1986)-  46 22 54.     (N)    115 14 53.     (W)     SCALED    
 RY0301* NAVD 88     -       700.866  (meters)    2299.42   (feet)  POSTED    
 RY0301  ___________________________________________________________________
 RY0301  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 RY0301  DYNAMIC HT  -         700.750 (meters)    2299.04  (feet)  COMP
 RY0301  MODELED GRAV-     980,429.4   (mgal)                       NAVD 88
 RY0301
 RY0301  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RY0301
 RY0301.The horizontal coordinates were scaled from a topographic map and have
 RY0301.an estimated accuracy of +/- 6 seconds.
 RY0301
 RY0301.The orthometric height was determined by differential leveling
 RY0301.and adjusted by the National Geodetic Survey in 1992..
 RY0301.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RY0301.rate of 1.1 thru 2.0 mm/km.
 RY0301
 RY0301.The geoid height was determined by GEOID03.
 RY0301
 RY0301.The dynamic height is computed by dividing the NAVD 88
 RY0301.geopotential number by the normal gravity value computed on the
 RY0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RY0301.degrees latitude (g = 980.6199 gals.).
 RY0301
 RY0301.The modeled gravity was interpolated from observed gravity values.
 RY0301
 RY0301;                    North         East    Units  Estimated Accuracy
 RY0301;SPC ID W     -   523,980.      838,610.      MT  (+/- 180 meters Scaled)
 RY0301
 RY0301                          SUPERSEDED SURVEY CONTROL
 RY0301
 RY0301  NGVD 29 (??/??/92)  699.742  (m)         2295.74   (f) ADJ UNCH    1 2
 RY0301
 RY0301.Superseded values are not recommended for survey control.
 RY0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RY0301.See file dsdata.txt to determine how the superseded data were derived.
 RY0301
 RY0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPM347379(NAD 83)
 RY0301_MARKER: DB = BENCH MARK DISK
 RY0301_SETTING: 80 = SET IN A BOULDER
 RY0301_STAMPING: L 63 1950
 RY0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RY0301+STABILITY: SURFACE MOTION
 RY0301
 RY0301  HISTORY     - Date     Condition        Report By
 RY0301  HISTORY     - 1950     MONUMENTED       CGS
 RY0301  HISTORY     - 1962     MARK NOT FOUND   NGS
 RY0301  HISTORY     - 1966     MARK NOT FOUND   USGS
 RY0301  HISTORY     - 1980     MARK NOT FOUND   NGS
 RY0301
 RY0301                          STATION DESCRIPTION
 RY0301
 RY0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RY0301'6.8 MI NE FROM LOCHSA RANGER STATION.
 RY0301'6.8 MILES NORTHEAST ALON THE LOCHSA RIVER FROM THE LOCHSA RANGER
 RY0301'STATION, 0.8 MILE SOUTHWEST OF BALD MOUNTAIN CREEK, 40 YARDS NORTHEAST
 RY0301'OF AND ACROSS THE RIVER FROM THE MOUTH OF HARD CREEK, 82 FEET SOUTH OF
 RY0301'A FORKED 40-INCH CEDAR TREE MARKED BY A TRIANGULAR BLAZE, AT THE SOUTH
 RY0301'EDGE OF A SMALL SANDBAR, IN THE NORTH END OF A LARGE GRANITE BOULDER
 RY0301'PROJECTING 3 FEET OUT OF THE RIVER, 9 FEET SOUTH OF THE NORTH BANK OF
 RY0301'THE RIVER AT LOW WATER, AND MARKED BY A PAINTED B M.
 RY0301
 RY0301                          STATION RECOVERY (1966)
 RY0301
 RY0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 RY0301'MARK NOT FOUND.
 RY0301
 RY0301                          STATION RECOVERY (1980)
 RY0301
 RY0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RY0301'BENCH MARK SEARCHED FOR ON THIS DATE BUT NOT RECOVERED. NOTE-MARK IS
 RY0301'PRESUMED BURIED BY HIGHWAY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0168 ***********************************************************************
 NV0168  DESIGNATION -  L 67
 NV0168  PID         -  NV0168
 NV0168  STATE/COUNTY-  ID/BINGHAM
 NV0168  USGS QUAD   -  METEOR (1978)
 NV0168
 NV0168                         *CURRENT SURVEY CONTROL
 NV0168  ___________________________________________________________________
 NV0168* NAD 83(1986)-  42 05 36.     (N)    114 40 57.     (W)     SCALED    
 NV0168* NAVD 88     -      1651.429  (meters)    5418.06   (feet)  ADJUSTED  
 NV0168  ___________________________________________________________________
 NV0168  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 NV0168  DYNAMIC HT  -        1650.266 (meters)    5414.25  (feet)  COMP
 NV0168  MODELED GRAV-     979,859.0   (mgal)                       NAVD 88
 NV0168
 NV0168  VERT ORDER  -  SECOND    CLASS 0
 NV0168
 NV0168.The horizontal coordinates were scaled from a topographic map and have
 NV0168.an estimated accuracy of +/- 6 seconds.
 NV0168
 NV0168.The orthometric height was determined by differential leveling
 NV0168.and adjusted by the National Geodetic Survey in June 1991..
 NV0168
 NV0168.The geoid height was determined by GEOID03.
 NV0168
 NV0168.The dynamic height is computed by dividing the NAVD 88
 NV0168.geopotential number by the normal gravity value computed on the
 NV0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0168.degrees latitude (g = 980.6199 gals.).
 NV0168
 NV0168.The modeled gravity was interpolated from observed gravity values.
 NV0168
 NV0168;                    North         East    Units  Estimated Accuracy
 NV0168;SPC ID E     -    50,450.       -8,130.      MT  (+/- 180 meters Scaled)
 NV0168
 NV0168                          SUPERSEDED SURVEY CONTROL
 NV0168
 NV0168  NGVD 29 (??/??/92) 1650.290  (m)         5414.33   (f) ADJ UNCH    2 0
 NV0168
 NV0168.Superseded values are not recommended for survey control.
 NV0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0168.See file dsdata.txt to determine how the superseded data were derived.
 NV0168
 NV0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG916627(NAD 83)
 NV0168_MARKER: DB = BENCH MARK DISK
 NV0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0168_STAMPING: L 37 1934
 NV0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0168+STABILITY: SURFACE MOTION
 NV0168
 NV0168  HISTORY     - Date     Condition        Report By
 NV0168  HISTORY     - 1934     MONUMENTED       CGS
 NV0168  HISTORY     - 1973     GOOD             USGS
 NV0168
 NV0168                          STATION DESCRIPTION
 NV0168
 NV0168'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 NV0168'26.9 MI NW FROM BLACKFOOT.
 NV0168'26.9 MILES NORTHWEST ALONG THE UNION PACIFIC R.R., MACKAY BRANCH FROM
 NV0168'THE STATION AT BLACKFOOT, BINGHAM COUNTY, 70 FEET EAST OF THE
 NV0168'CENTERLINE OF CULVERT 27.03 UNDER THE TRACK, 540 FEET EAST OF MILEPOST
 NV0168'27, AND 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 NV0168'DISK, STAMPED L 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NT0182 ***********************************************************************
 NT0182  DESIGNATION -  L 67
 NT0182  PID         -  NT0182
 NT0182  STATE/COUNTY-  ID/LINCOLN
 NT0182  USGS QUAD   -  THAYNE WEST (1980)
 NT0182
 NT0182                         *CURRENT SURVEY CONTROL
 NT0182  ___________________________________________________________________
 NT0182* NAD 83(1986)-  42 55 33.     (N)    111 00 15.     (W)     SCALED    
 NT0182* NAVD 88     -      1802.798  (meters)    5914.68   (feet)  ADJUSTED  
 NT0182  ___________________________________________________________________
 NT0182  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 NT0182  DYNAMIC HT  -        1801.554 (meters)    5910.60  (feet)  COMP
 NT0182  MODELED GRAV-     979,866.9   (mgal)                       NAVD 88
 NT0182
 NT0182  VERT ORDER  -  SECOND    CLASS 0
 NT0182
 NT0182.The horizontal coordinates were scaled from a topographic map and have
 NT0182.an estimated accuracy of +/- 6 seconds.
 NT0182
 NT0182.The orthometric height was determined by differential leveling
 NT0182.and adjusted by the National Geodetic Survey in June 1991..
 NT0182
 NT0182.The geoid height was determined by GEOID03.
 NT0182
 NT0182.The dynamic height is computed by dividing the NAVD 88
 NT0182.geopotential number by the normal gravity value computed on the
 NT0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0182.degrees latitude (g = 980.6199 gals.).
 NT0182
 NT0182.The modeled gravity was interpolated from observed gravity values.
 NT0182
 NT0182;                    North         East    Units  Estimated Accuracy
 NT0182;SPC ID C     -   144,220.      744,570.      MT  (+/- 180 meters Scaled)
 NT0182
 NT0182                          SUPERSEDED SURVEY CONTROL
 NT0182
 NT0182  NGVD 29 (??/??/92) 1801.550  (m)         5910.59   (f) ADJ UNCH    2 0
 NT0182
 NT0182.Superseded values are not recommended for survey control.
 NT0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0182.See file dsdata.txt to determine how the superseded data were derived.
 NT0182
 NT0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN996525(NAD 83)
 NT0182_MARKER: DB = BENCH MARK DISK
 NT0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0182_STAMPING: L 67 1934
 NT0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0182+STABILITY: SURFACE MOTION
 NT0182
 NT0182  HISTORY     - Date     Condition        Report By
 NT0182  HISTORY     - 1934     MONUMENTED       CGS
 NT0182  HISTORY     - 1974     MARK NOT FOUND   USGS
 NT0182
 NT0182                          STATION DESCRIPTION
 NT0182
 NT0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0182'5.4 MI S FROM FREEDOM.
 NT0182'5.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0182'FREEDOM, LINCOLN COUNTY, AT THE NORTH EDGE OF THAYNE, 0.4 MILE NORTH
 NT0182'OF THE PUBLIC SCHOOL, 80 FEET NORTH OF THE NORTHWEST END OF A BRIDGE
 NT0182'OVER AN IRRIGATION DITCH, 35 FEET NORTHWEST OF THE CENTER LINE OF A
 NT0182'LARGE IRRIGATION DITCH, 54 FEET NORTHEAST OF THE CENTER LINE OF THE
 NT0182'HIGHWAY, AND 12 FEET NORTHWEST OF THE SOUTH CORNER OF A FENCE.  A
 NT0182'STANDARD DISK, STAMPED L 67 1934 AND SET IN THE TOP OF A CONCRETE
 NT0182'POST.
 NT0182
 NT0182                          STATION RECOVERY (1974)
 NT0182
 NT0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NT0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0301 ***********************************************************************
 NV0301  DESIGNATION -  L 69
 NV0301  PID         -  NV0301
 NV0301  STATE/COUNTY-  ID/GOODING
 NV0301  USGS QUAD   -  TUTTLE (1992)
 NV0301
 NV0301                         *CURRENT SURVEY CONTROL
 NV0301  ___________________________________________________________________
 NV0301* NAD 83(1986)-  42 49 04.     (N)    114 46 58.     (W)     SCALED    
 NV0301* NAVD 88     -      1033.065  (meters)    3389.31   (feet)  ADJUSTED  
 NV0301  ___________________________________________________________________
 NV0301  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 NV0301  DYNAMIC HT  -        1032.576 (meters)    3387.71  (feet)  COMP
 NV0301  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 NV0301
 NV0301  VERT ORDER  -  FIRST     CLASS II
 NV0301
 NV0301.The horizontal coordinates were scaled from a topographic map and have
 NV0301.an estimated accuracy of +/- 6 seconds.
 NV0301
 NV0301.The orthometric height was determined by differential leveling
 NV0301.and adjusted by the National Geodetic Survey in January 1993..
 NV0301
 NV0301.The geoid height was determined by GEOID03.
 NV0301
 NV0301.The dynamic height is computed by dividing the NAVD 88
 NV0301.geopotential number by the normal gravity value computed on the
 NV0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0301.degrees latitude (g = 980.6199 gals.).
 NV0301
 NV0301.The modeled gravity was interpolated from observed gravity values.
 NV0301
 NV0301;                    North         East    Units  Estimated Accuracy
 NV0301;SPC ID C     -   128,150.      435,990.      MT  (+/- 180 meters Scaled)
 NV0301
 NV0301                          SUPERSEDED SURVEY CONTROL
 NV0301
 NV0301  NAVD 88 (06/15/91) 1033.065  (m)         3389.31   (f) UNKNOWN     1 2
 NV0301  NGVD 29 (??/??/92) 1032.218  (m)         3386.54   (f) ADJ UNCH    1 2
 NV0301
 NV0301.Superseded values are not recommended for survey control.
 NV0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0301.See file dsdata.txt to determine how the superseded data were derived.
 NV0301
 NV0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH812429(NAD 83)
 NV0301_MARKER: DB = BENCH MARK DISK
 NV0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0301_SP_SET: CONCRETE POST
 NV0301_STAMPING: L 69 1934
 NV0301_MARK LOGO: CGS   
 NV0301_MAGNETIC: N = NO MAGNETIC MATERIAL
 NV0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0301+STABILITY: SURFACE MOTION
 NV0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0301+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1992
 NV0301
 NV0301  HISTORY     - Date     Condition        Report By
 NV0301  HISTORY     - 1934     MONUMENTED       CGS
 NV0301  HISTORY     - 1971     GOOD             NGS
 NV0301  HISTORY     - 19920715 GOOD             NGS
 NV0301
 NV0301                          STATION DESCRIPTION
 NV0301
 NV0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 NV0301'5.5 MI NW FROM WENDELL.
 NV0301'5.4 MILES NORTHWEST ALONG INTERSTATE 80N FROM THE JUNCTION OF
 NV0301'INTERSTATE 80N AND STATE HIGHWAY 46, WHICH IS 0.5 MILE SOUTH OF
 NV0301'WENDELL, 250 FEET NORTHEAST OF INTERSTATE 80N AT HIGHWAY MILEPOST NO.
 NV0301'162, 175 FEET SOUTH OF RAILROAD MILEPOST NO. 62, 150 FEET NORTHWEST OF
 NV0301'A FENCE CORNER, 100 FEET NORTHWEST OF WHERE A DIRT ROAD CROSSES THE
 NV0301'TRACKS, 48 FEET SOUTHWEST OF THE NEAREST RAIL, AND 1 FOOT NORTHWEST OF
 NV0301'A METAL WITNESS POST SET IN CYLINDRICAL CONCRETE MONUMENT THAT IS
 NV0301'12-INCHES IN DIAMETER AND PROJECTS 6 INCHES.  NOTE-- AZIMUTH MARK FOR
 NV0301'TRAVERSE STATION IDA 80-99 2.
 NV0301
 NV0301                          STATION RECOVERY (1992)
 NV0301
 NV0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NV0301'17.4 KM (10.80 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 84 FROM THE
 NV0301'JUNCTION OF U.S. HIGHWAY 26 (EXIT 141) IN BLISS, 119.2 M (391.1 FT)
 NV0301'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 NV0301'THE HIGHWAY, 45.3 M (148.6 FT) NORTHWEST OF A FENCE CORNER, 15.7 M
 NV0301'(51.5 FT) SOUTHWEST OF A RAILROAD GRADE (TRACKS REMOVED), 0.3 M
 NV0301'(1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 NV0301'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0050 ***********************************************************************
 OY0050  DESIGNATION -  L 7
 OY0050  PID         -  OY0050
 OY0050  STATE/COUNTY-  ID/JEFFERSON
 OY0050  USGS QUAD   -  ROBERTS (1979)
 OY0050
 OY0050                         *CURRENT SURVEY CONTROL
 OY0050  ___________________________________________________________________
 OY0050* NAD 83(1986)-  43 43 13.     (N)    112 07 54.     (W)     SCALED    
 OY0050* NAVD 88     -      1456.334  (meters)    4777.99   (feet)  ADJUSTED  
 OY0050  ___________________________________________________________________
 OY0050  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OY0050  DYNAMIC HT  -        1455.619 (meters)    4775.64  (feet)  COMP
 OY0050  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 OY0050
 OY0050  VERT ORDER  -  FIRST     CLASS II
 OY0050
 OY0050.The horizontal coordinates were scaled from a topographic map and have
 OY0050.an estimated accuracy of +/- 6 seconds.
 OY0050
 OY0050.The orthometric height was determined by differential leveling
 OY0050.and adjusted by the National Geodetic Survey in June 1991..
 OY0050
 OY0050.The geoid height was determined by GEOID03.
 OY0050
 OY0050.The dynamic height is computed by dividing the NAVD 88
 OY0050.geopotential number by the normal gravity value computed on the
 OY0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0050.degrees latitude (g = 980.6199 gals.).
 OY0050
 OY0050.The modeled gravity was interpolated from observed gravity values.
 OY0050
 OY0050;                    North         East    Units  Estimated Accuracy
 OY0050;SPC ID E     -   228,120.      202,820.      MT  (+/- 180 meters Scaled)
 OY0050
 OY0050                          SUPERSEDED SURVEY CONTROL
 OY0050
 OY0050  NGVD 29 (??/??/92) 1455.272  (m)         4774.50   (f) ADJ UNCH    1 2
 OY0050
 OY0050.Superseded values are not recommended for survey control.
 OY0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0050.See file dsdata.txt to determine how the superseded data were derived.
 OY0050
 OY0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP088414(NAD 83)
 OY0050_MARKER: DB = BENCH MARK DISK
 OY0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OY0050_SP_SET: BUILDING
 OY0050_STAMPING: L 7 1906
 OY0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OY0050
 OY0050  HISTORY     - Date     Condition        Report By
 OY0050  HISTORY     - 1906     MONUMENTED       CGS
 OY0050  HISTORY     - 1967     GOOD             NGS
 OY0050  HISTORY     - 19920530 MARK NOT FOUND   NGS
 OY0050
 OY0050                          STATION DESCRIPTION
 OY0050
 OY0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OY0050'IN ROBERTS.
 OY0050'AT ROBERTS, 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 OY0050'RAILROAD STATION, AT THE EAST (MAIN) ENTRANCE TO ROBERTS PUBLIC
 OY0050'SCHOOL, IN THE TOP OF THE CENTER OF THE WEST SIDE OF THE CONCRETE
 OY0050'ENTRANCE WAY DIRECTLY BETWEEN TWO DOORS, 0.2 FOOT EAST OF A DOOR
 OY0050'FACING.
 OY0050
 OY0050                          STATION RECOVERY (1992)
 OY0050
 OY0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 OY0050'THE BUILDING AT THE DESCRIBED LOCATION HAS BEEN RAZED.  ASSUMED
 OY0050'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0594 ***********************************************************************
 NV0594  DESIGNATION -  L 70
 NV0594  PID         -  NV0594
 NV0594  STATE/COUNTY-  ID/OWYHEE
 NV0594  USGS QUAD   -  JUNIPER BUTTE (1980)
 NV0594
 NV0594                         *CURRENT SURVEY CONTROL
 NV0594  ___________________________________________________________________
 NV0594* NAD 83(1986)-  42 18 31.     (N)    115 19 58.     (W)     SCALED    
 NV0594* NAVD 88     -      1527.701  (meters)    5012.13   (feet)  ADJUSTED  
 NV0594  ___________________________________________________________________
 NV0594  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 NV0594  DYNAMIC HT  -        1526.699 (meters)    5008.85  (feet)  COMP
 NV0594  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 NV0594
 NV0594  VERT ORDER  -  SECOND    CLASS 0
 NV0594
 NV0594.The horizontal coordinates were scaled from a topographic map and have
 NV0594.an estimated accuracy of +/- 6 seconds.
 NV0594
 NV0594.The orthometric height was determined by differential leveling
 NV0594.and adjusted by the National Geodetic Survey in June 1991..
 NV0594
 NV0594.The geoid height was determined by GEOID03.
 NV0594
 NV0594.The dynamic height is computed by dividing the NAVD 88
 NV0594.geopotential number by the normal gravity value computed on the
 NV0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0594.degrees latitude (g = 980.6199 gals.).
 NV0594
 NV0594.The modeled gravity was interpolated from observed gravity values.
 NV0594
 NV0594;                    North         East    Units  Estimated Accuracy
 NV0594;SPC ID W     -    71,380.      834,400.      MT  (+/- 180 meters Scaled)
 NV0594
 NV0594                          SUPERSEDED SURVEY CONTROL
 NV0594
 NV0594  NGVD 29 (??/??/92) 1526.628  (m)         5008.61   (f) ADJ UNCH    2 0
 NV0594
 NV0594.Superseded values are not recommended for survey control.
 NV0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0594.See file dsdata.txt to determine how the superseded data were derived.
 NV0594
 NV0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPG374853(NAD 83)
 NV0594_MARKER: DB = BENCH MARK DISK
 NV0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0594_STAMPING: L 70 1934
 NV0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0594+STABILITY: SURFACE MOTION
 NV0594
 NV0594  HISTORY     - Date     Condition        Report By
 NV0594  HISTORY     - 1934     MONUMENTED       CGS
 NV0594  HISTORY     - 1974     GOOD             USGS
 NV0594
 NV0594                          STATION DESCRIPTION
 NV0594
 NV0594'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NV0594'10.0 MI SE FROM CLOVER FLAT.
 NV0594'5.4 MI. SOUTH ALONG THE CLOVER-THREE CREEK ROAD FROM THE BRIDGE OVER
 NV0594'CLOVER CREEK AT CLOVER FLAT. THENCE 4.6 MI. SOUTHEAST ALONG A TRACK
 NV0594'ROAD, NEAR THE TOP OF A GRADE AND ABOUT 1400 FT. SOUTH OF AN E-W FENCE
 NV0594'LINE, 20 FT. WEST OF THE CENTER LINE OF THE ROAD. SET IN THE TOP OF A
 NV0594'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0753 ***********************************************************************
 NV0753  DESIGNATION -  L 71
 NV0753  PID         -  NV0753
 NV0753  STATE/COUNTY-  ID/OWYHEE
 NV0753  USGS QUAD   -  C J STRIKE DAM (1992)
 NV0753
 NV0753                         *CURRENT SURVEY CONTROL
 NV0753  ___________________________________________________________________
 NV0753* NAD 83(1986)-  42 53 42.     (N)    115 53 58.     (W)     SCALED    
 NV0753* NAVD 88     -       799.368  (meters)    2622.59   (feet)  ADJUSTED  
 NV0753  ___________________________________________________________________
 NV0753  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 NV0753  DYNAMIC HT  -         799.008 (meters)    2621.41  (feet)  COMP
 NV0753  MODELED GRAV-     980,144.8   (mgal)                       NAVD 88
 NV0753
 NV0753  VERT ORDER  -  SECOND    CLASS 0
 NV0753
 NV0753.The horizontal coordinates were scaled from a topographic map and have
 NV0753.an estimated accuracy of +/- 6 seconds.
 NV0753
 NV0753.The orthometric height was determined by differential leveling
 NV0753.and adjusted by the National Geodetic Survey in June 1991..
 NV0753
 NV0753.The geoid height was determined by GEOID03.
 NV0753
 NV0753.The dynamic height is computed by dividing the NAVD 88
 NV0753.geopotential number by the normal gravity value computed on the
 NV0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0753.degrees latitude (g = 980.6199 gals.).
 NV0753
 NV0753.The modeled gravity was interpolated from observed gravity values.
 NV0753
 NV0753;                    North         East    Units  Estimated Accuracy
 NV0753;SPC ID W     -   136,440.      787,790.      MT  (+/- 180 meters Scaled)
 NV0753
 NV0753                          SUPERSEDED SURVEY CONTROL
 NV0753
 NV0753  NGVD 29 (??/??/92)  798.482  (m)         2619.69   (f) ADJ UNCH    2 0
 NV0753
 NV0753.Superseded values are not recommended for survey control.
 NV0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0753.See file dsdata.txt to determine how the superseded data were derived.
 NV0753
 NV0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH898497(NAD 83)
 NV0753_MARKER: DB = BENCH MARK DISK
 NV0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0753_STAMPING: L 71 1934
 NV0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0753+STABILITY: SURFACE MOTION
 NV0753
 NV0753  HISTORY     - Date     Condition        Report By
 NV0753  HISTORY     - 1934     MONUMENTED       CGS
 NV0753
 NV0753                          STATION DESCRIPTION
 NV0753
 NV0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NV0753'5.8 MI NW FROM BRUNEAU.
 NV0753'5.8 MILES NORTHWEST ALONG THE ROAD TO GRANDVIEW FROM THE JUNCTION OF
 NV0753'THE ROADS AT BRUNEAU, OWYHEE COUNTY, 350 FEET SOUTH OF THREE LARGE
 NV0753'SANDHILLS, AND 45 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 NV0753'STANDARD DISK, STAMPED L 71 1934 AND SET IN THE TOP OF A CONCRETE
 NV0753'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0374 ***********************************************************************
 OH0374  DESIGNATION -  L 72
 OH0374  PID         -  OH0374
 OH0374  STATE/COUNTY-  ID/OWYHEE
 OH0374  USGS QUAD   -  MURPHY (1990)
 OH0374
 OH0374                         *CURRENT SURVEY CONTROL
 OH0374  ___________________________________________________________________
 OH0374* NAD 83(1986)-  43 11 32.     (N)    116 31 47.     (W)     SCALED    
 OH0374* NAVD 88     -       884.977  (meters)    2903.46   (feet)  ADJUSTED  
 OH0374  ___________________________________________________________________
 OH0374  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 OH0374  DYNAMIC HT  -         884.589 (meters)    2902.19  (feet)  COMP
 OH0374  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 OH0374
 OH0374  VERT ORDER  -  SECOND    CLASS 0
 OH0374
 OH0374.The horizontal coordinates were scaled from a topographic map and have
 OH0374.an estimated accuracy of +/- 6 seconds.
 OH0374
 OH0374.The orthometric height was determined by differential leveling
 OH0374.and adjusted by the National Geodetic Survey in June 1991..
 OH0374
 OH0374.The geoid height was determined by GEOID03.
 OH0374
 OH0374.The dynamic height is computed by dividing the NAVD 88
 OH0374.geopotential number by the normal gravity value computed on the
 OH0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0374.degrees latitude (g = 980.6199 gals.).
 OH0374
 OH0374.The modeled gravity was interpolated from observed gravity values.
 OH0374
 OH0374;                    North         East    Units  Estimated Accuracy
 OH0374;SPC ID W     -   169,750.      736,620.      MT  (+/- 180 meters Scaled)
 OH0374
 OH0374                          SUPERSEDED SURVEY CONTROL
 OH0374
 OH0374  NGVD 29 (??/??/92)  884.008  (m)         2900.28   (f) ADJ UNCH    2 0
 OH0374
 OH0374.Superseded values are not recommended for survey control.
 OH0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0374.See file dsdata.txt to determine how the superseded data were derived.
 OH0374
 OH0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH382822(NAD 83)
 OH0374_MARKER: DB = BENCH MARK DISK
 OH0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OH0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OH0374_STAMPING: L 72 1934
 OH0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OH0374+STABILITY: SURFACE MOTION
 OH0374
 OH0374  HISTORY     - Date     Condition        Report By
 OH0374  HISTORY     - 1934     MONUMENTED       CGS
 OH0374  HISTORY     - 1964     MARK NOT FOUND   USGS
 OH0374
 OH0374                          STATION DESCRIPTION
 OH0374
 OH0374'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 OH0374'2.5 MI SE FROM MURPHY.
 OH0374'2.5 MILES SOUTHEAST ALONG THE ROAD TO GRANDVIEW FROM THE UNION PACIFIC
 OH0374'RAILWAY STATION AT MURPHY, OWYHEE COUNTY, 90 FEET SOUTHWEST OF THE
 OH0374'JUNCTION WITH A SIDE ROAD LEADING SOUTH, AND 72 FEET SOUTH OF THE
 OH0374'CENTERLINE OF THE MAIN ROAD.  A STANDARD DISK, STAMPED L 72 1934 AND
 OH0374'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS HIGHWAY HAS BEEN
 OH0374'REALIGNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0477 ***********************************************************************
 NV0477  DESIGNATION -  L 73
 NV0477  PID         -  NV0477
 NV0477  STATE/COUNTY-  ID/ELMORE
 NV0477  USGS QUAD   -  HAMMETT (1992)
 NV0477
 NV0477                         *CURRENT SURVEY CONTROL
 NV0477  ___________________________________________________________________
 NV0477* NAD 83(1986)-  42 56 40.     (N)    115 24 39.     (W)     SCALED    
 NV0477* NAVD 88     -       769.082  (meters)    2523.23   (feet)  ADJUSTED  
 NV0477  ___________________________________________________________________
 NV0477  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 NV0477  DYNAMIC HT  -         768.771 (meters)    2522.21  (feet)  COMP
 NV0477  MODELED GRAV-     980,191.4   (mgal)                       NAVD 88
 NV0477
 NV0477  VERT ORDER  -  FIRST     CLASS II
 NV0477
 NV0477.The horizontal coordinates were scaled from a topographic map and have
 NV0477.an estimated accuracy of +/- 6 seconds.
 NV0477
 NV0477.The orthometric height was determined by differential leveling
 NV0477.and adjusted by the National Geodetic Survey in June 1991..
 NV0477
 NV0477.The geoid height was determined by GEOID03.
 NV0477
 NV0477.The dynamic height is computed by dividing the NAVD 88
 NV0477.geopotential number by the normal gravity value computed on the
 NV0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0477.degrees latitude (g = 980.6199 gals.).
 NV0477
 NV0477.The modeled gravity was interpolated from observed gravity values.
 NV0477
 NV0477;                    North         East    Units  Estimated Accuracy
 NV0477;SPC ID W     -   141,980.      827,680.      MT  (+/- 180 meters Scaled)
 NV0477
 NV0477                          SUPERSEDED SURVEY CONTROL
 NV0477
 NV0477  NGVD 29 (??/??/92)  768.278  (m)         2520.59   (f) ADJ UNCH    1 2
 NV0477
 NV0477.Superseded values are not recommended for survey control.
 NV0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0477.See file dsdata.txt to determine how the superseded data were derived.
 NV0477
 NV0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TPH296558(NAD 83)
 NV0477_MARKER: DB = BENCH MARK DISK
 NV0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0477_STAMPING: L 73 1934
 NV0477_MARK LOGO: CGS   
 NV0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0477+STABILITY: SURFACE MOTION
 NV0477
 NV0477  HISTORY     - Date     Condition        Report By
 NV0477  HISTORY     - 1934     MONUMENTED       CGS
 NV0477  HISTORY     - 1960     GOOD             NGS
 NV0477  HISTORY     - 1983     GOOD             NGS
 NV0477
 NV0477                          STATION DESCRIPTION
 NV0477
 NV0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NV0477'6.2 MI W FROM GLENNS FERRY.
 NV0477'ABOUT 6.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NV0477'AT GLENNS FERRY, 19 FEET SOUTHEAST OF THE FIFTH POLE SOUTHWEST OF
 NV0477'MILEPOLE 380, AT A PRIVATE ROAD CROSSING, 46.3 FEET NORTHWEST OF THE
 NV0477'NORTHWEST RAIL OF THE NORTHWEST TRACK, 29 FEET NORTHEAST OF THE CENTER
 NV0477'LINE OF THE ROAD, 62 FEET NORTH OF THE CENTER OF THE CROSSING, 36.8
 NV0477'FEET SOUTHEAST OF A FENCE LINE, 1 FOOT NORTHWEST OF A WITNESS POST,
 NV0477'ABOUT 2 FEET HIGHER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 NV0477'PROJECTING 0.3 FOOT.
 NV0477
 NV0477                          STATION RECOVERY (1983)
 NV0477
 NV0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NV0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0835 ***********************************************************************
 NU0835  DESIGNATION -  L 74
 NU0835  PID         -  NU0835
 NU0835  STATE/COUNTY-  ID/BLAINE
 NU0835  USGS QUAD   -  MINIDOKA (1970)
 NU0835
 NU0835                         *CURRENT SURVEY CONTROL
 NU0835  ___________________________________________________________________
 NU0835* NAD 83(1986)-  42 47 45.     (N)    113 27 58.     (W)     SCALED    
 NU0835* NAVD 88     -      1323.134  (meters)    4340.98   (feet)  ADJUSTED  
 NU0835  ___________________________________________________________________
 NU0835  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 NU0835  DYNAMIC HT  -        1322.405 (meters)    4338.59  (feet)  COMP
 NU0835  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 NU0835
 NU0835  VERT ORDER  -  SECOND    CLASS 0
 NU0835
 NU0835.The horizontal coordinates were scaled from a topographic map and have
 NU0835.an estimated accuracy of +/- 6 seconds.
 NU0835
 NU0835.The orthometric height was determined by differential leveling
 NU0835.and adjusted by the National Geodetic Survey in June 1991..
 NU0835
 NU0835.The geoid height was determined by GEOID03.
 NU0835
 NU0835.The dynamic height is computed by dividing the NAVD 88
 NU0835.geopotential number by the normal gravity value computed on the
 NU0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0835.degrees latitude (g = 980.6199 gals.).
 NU0835
 NU0835.The modeled gravity was interpolated from observed gravity values.
 NU0835
 NU0835;                    North         East    Units  Estimated Accuracy
 NU0835;SPC ID C     -   125,560.      543,680.      MT  (+/- 180 meters Scaled)
 NU0835
 NU0835                          SUPERSEDED SURVEY CONTROL
 NU0835
 NU0835  NGVD 29 (??/??/92) 1322.161  (m)         4337.79   (f) ADJ UNCH    2 0
 NU0835
 NU0835.Superseded values are not recommended for survey control.
 NU0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0835.See file dsdata.txt to determine how the superseded data were derived.
 NU0835
 NU0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TTN983410(NAD 83)
 NU0835_MARKER: DB = BENCH MARK DISK
 NU0835_SETTING: 66 = SET IN ROCK OUTCROP
 NU0835_SP_SET: LAVA OUTCROP
 NU0835_STAMPING: L 74 1958
 NU0835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NU0835+STABILITY: POSITION/ELEVATION WELL
 NU0835
 NU0835  HISTORY     - Date     Condition        Report By
 NU0835  HISTORY     - 1958     MONUMENTED       CGS
 NU0835
 NU0835                          STATION DESCRIPTION
 NU0835
 NU0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0835'4.25 MI NE FROM MINIDOKA.
 NU0835'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NU0835'MINIDOKA, THENCE 4.05 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD, IN
 NU0835'THE TOP OF A LEDGE OF LAVA OUTCROP WHICH PROJECTS 1 1/2 FEET ABOVE THE
 NU0835'GROUND, 36 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 95 FEET
 NU0835'NORTH-NORTHWEST AND ACROSS THE ROAD FROM A FENCE CORNER POST, 5 1/2
 NU0835'FEET NORTH OF A WITNESS POST, AND ABOUT 3 1/2 FEET HIGHER THAN THE
 NU0835'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0614 ***********************************************************************
 OY0614  DESIGNATION -  L 75
 OY0614  PID         -  OY0614
 OY0614  STATE/COUNTY-  ID/BLAINE
 OY0614  USGS QUAD   -  MULE BUTTE (1972)
 OY0614
 OY0614                         *CURRENT SURVEY CONTROL
 OY0614  ___________________________________________________________________
 OY0614* NAD 83(1986)-  43 03 03.     (N)    113 16 01.     (W)     SCALED    
 OY0614* NAVD 88     -      1477.743  (meters)    4848.23   (feet)  ADJUSTED  
 OY0614  ___________________________________________________________________
 OY0614  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 OY0614  DYNAMIC HT  -        1476.905 (meters)    4845.48  (feet)  COMP
 OY0614  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 OY0614
 OY0614  VERT ORDER  -  SECOND    CLASS 0
 OY0614
 OY0614.The horizontal coordinates were scaled from a topographic map and have
 OY0614.an estimated accuracy of +/- 6 seconds.
 OY0614
 OY0614.The orthometric height was determined by differential leveling
 OY0614.and adjusted by the National Geodetic Survey in June 1991..
 OY0614
 OY0614.The geoid height was determined by GEOID03.
 OY0614
 OY0614.The dynamic height is computed by dividing the NAVD 88
 OY0614.geopotential number by the normal gravity value computed on the
 OY0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0614.degrees latitude (g = 980.6199 gals.).
 OY0614
 OY0614.The modeled gravity was interpolated from observed gravity values.
 OY0614
 OY0614;                    North         East    Units  Estimated Accuracy
 OY0614;SPC ID C     -   154,010.      559,720.      MT  (+/- 180 meters Scaled)
 OY0614
 OY0614                          SUPERSEDED SURVEY CONTROL
 OY0614
 OY0614  NGVD 29 (??/??/92) 1476.703  (m)         4844.82   (f) ADJ UNCH    2 0
 OY0614
 OY0614.Superseded values are not recommended for survey control.
 OY0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0614.See file dsdata.txt to determine how the superseded data were derived.
 OY0614
 OY0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN153689(NAD 83)
 OY0614_MARKER: DB = BENCH MARK DISK
 OY0614_SETTING: 66 = SET IN ROCK OUTCROP
 OY0614_SP_SET: BEDROCK
 OY0614_STAMPING: L 75 1958
 OY0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0614+STABILITY: POSITION/ELEVATION WELL
 OY0614
 OY0614  HISTORY     - Date     Condition        Report By
 OY0614  HISTORY     - 1958     MONUMENTED       CGS
 OY0614
 OY0614                          STATION DESCRIPTION
 OY0614
 OY0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0614'26.2 MI NE FROM MINIDOKA.
 OY0614'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 OY0614'MINIDOKA, THENCE 5.2 MILES NORTHEAST ALONG A GRAVEL AND DIRT ROAD,
 OY0614'THENCE 20.8 MILES NORTH AND NORTHEAST ALONG A DIRT ROAD, ON THE INSIDE
 OY0614'OF A CURVE, IN THE TOP OF LAVA BEDROCK, 64 FEET WEST OF THE CENTER
 OY0614'LINE OF THE ROAD, 37 FEET WEST-SOUTHWEST OF A WITNESS POST, ABOUT
 OY0614'LEVEL WITH THE ROAD, AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0139 ***********************************************************************
 NV0139  DESIGNATION -  L 76
 NV0139  PID         -  NV0139
 NV0139  STATE/COUNTY-  ID/TWIN FALLS
 NV0139  USGS QUAD   -  MILNER BUTTE (1992)
 NV0139
 NV0139                         *CURRENT SURVEY CONTROL
 NV0139  ___________________________________________________________________
 NV0139* NAD 83(1986)-  42 25 02.     (N)    114 05 19.     (W)     SCALED    
 NV0139* NAVD 88     -      1301.075  (meters)    4268.61   (feet)  ADJUSTED  
 NV0139  ___________________________________________________________________
 NV0139  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 NV0139  DYNAMIC HT  -        1300.312 (meters)    4266.11  (feet)  COMP
 NV0139  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 NV0139
 NV0139  VERT ORDER  -  SECOND    CLASS 0
 NV0139
 NV0139.The horizontal coordinates were scaled from a topographic map and have
 NV0139.an estimated accuracy of +/- 6 seconds.
 NV0139
 NV0139.The orthometric height was determined by differential leveling
 NV0139.and adjusted by the National Geodetic Survey in June 1991..
 NV0139
 NV0139.The geoid height was determined by GEOID03.
 NV0139
 NV0139.The dynamic height is computed by dividing the NAVD 88
 NV0139.geopotential number by the normal gravity value computed on the
 NV0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0139.degrees latitude (g = 980.6199 gals.).
 NV0139
 NV0139.The modeled gravity was interpolated from observed gravity values.
 NV0139
 NV0139;                    North         East    Units  Estimated Accuracy
 NV0139;SPC ID C     -    83,370.      492,710.      MT  (+/- 180 meters Scaled)
 NV0139
 NV0139                          SUPERSEDED SURVEY CONTROL
 NV0139
 NV0139  NGVD 29 (??/??/92) 1300.089  (m)         4265.38   (f) ADJ UNCH    2 0
 NV0139
 NV0139.Superseded values are not recommended for survey control.
 NV0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0139.See file dsdata.txt to determine how the superseded data were derived.
 NV0139
 NV0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQH395002(NAD 83)
 NV0139_MARKER: DB = BENCH MARK DISK
 NV0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NV0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NV0139_STAMPING: L 76 1958
 NV0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NV0139+STABILITY: SURFACE MOTION
 NV0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NV0139+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2002
 NV0139
 NV0139  HISTORY     - Date     Condition        Report By
 NV0139  HISTORY     - 1958     MONUMENTED       CGS
 NV0139  HISTORY     - 20021008 GOOD             YERION
 NV0139
 NV0139                          STATION DESCRIPTION
 NV0139
 NV0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0139'10.8 MI SW FROM MILNER.
 NV0139'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE MILNER BEAN
 NV0139'GROWERS WAREHOUSE AT MILNER, THENCE 2.6 MILES SOUTH ALONG AN ASPHALT
 NV0139'ROAD, THENCE 0.5 MILE SOUTHWEST ALONG U. S. HIGHWAY 30, THENCE 4.25
 NV0139'MILES SOUTH ALONG A DIRT ROAD, THENCE 3.05 MILES WEST ALONG A GRAVEL
 NV0139'ROAD, AT THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 23 FEET NORTH
 NV0139'OF THE CENTER LINE OF THE EAST-WEST ROAD, 34 FEET WEST OF THE CENTER
 NV0139'LINE OF THE NORTH-SOUTH ROAD, 41 FEET NORTHWEST OF THE CENTER OF THE
 NV0139'INTERSECTION, 5 FEET WEST OF A POWER POLE, 4 1/2 FEET WEST OF BUREAU
 NV0139'OF LAND MANAGEMENT REFERENCE MARK S 34, T 11 S, R 20 E, 2 FEET SOUTH
 NV0139'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROADS, AND SET IN THE
 NV0139'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 NV0139
 NV0139                          STATION RECOVERY (2002)
 NV0139
 NV0139'RECOVERY NOTE BY GEORGE YERION 2002 (GY)
 NV0139'N42-25-02.2,W114-05-19.9. 25'N OF THE CL OF TWIN FALLS CO 2900N RD,
 NV0139'33'E OF THE CL OF TWIN FALLS CO 4900E RD, 41' NW OF THE CL OF THE JCT,
 NV0139'15'S OF A PWR POLE, 4'W OF A PWR POLE, 4.2'W OF BLM SURVEY REF MARK
 NV0139'T11S, R20E, ABOUT 0.8' LOWER THAN THE E-W RD, ABOUT LEVEL WITH THE N-S
 NV0139'RD, AND SET IN THE TOP OF A CONCRETE POST ABOUT 0.1'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NV0121 ***********************************************************************
 NV0121  DESIGNATION -  L 77
 NV0121  PID         -  NV0121
 NV0121  STATE/COUNTY-  ID/TWIN FALLS
 NV0121  USGS QUAD   -  HUB BUTTE (1979)
 NV0121
 NV0121                         *CURRENT SURVEY CONTROL
 NV0121  ___________________________________________________________________
 NV0121* NAD 83(1986)-  42 25 05.     (N)    114 23 49.     (W)     SCALED    
 NV0121* NAVD 88     -      1263.894  (meters)    4146.63   (feet)  ADJUSTED  
 NV0121  ___________________________________________________________________
 NV0121  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 NV0121  DYNAMIC HT  -        1263.146 (meters)    4144.17  (feet)  COMP
 NV0121  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 NV0121
 NV0121  VERT ORDER  -  SECOND    CLASS 0
 NV0121
 NV0121.The horizontal coordinates were scaled from a topographic map and have
 NV0121.an estimated accuracy of +/- 6 seconds.
 NV0121
 NV0121.The orthometric height was determined by differential leveling
 NV0121.and adjusted by the National Geodetic Survey in June 1991..
 NV0121
 NV0121.The geoid height was determined by GEOID03.
 NV0121
 NV0121.The dynamic height is computed by dividing the NAVD 88
 NV0121.geopotential number by the normal gravity value computed on the
 NV0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NV0121.degrees latitude (g = 980.6199 gals.).
 NV0121
 NV0121.The modeled gravity was interpolated from observed gravity values.
 NV0121
 NV0121;                    North         East    Units  Estimated Accuracy
 NV0121;SPC ID C     -    83,530.      467,330.      MT  (+/- 180 meters Scaled)
 NV0121
 NV0121                          SUPERSEDED SURVEY CONTROL
 NV0121
 NV0121  NGVD 29 (??/??/92) 1262.924  (m)         4143.44   (f) ADJ UNCH    2 0
 NV0121
 NV0121.Superseded values are not recommended for survey control.
 NV0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NV0121.See file dsdata.txt to determine how the superseded data were derived.
 NV0121
 NV0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TQG141994(NAD 83)
 NV0121_MARKER: DB = BENCH MARK DISK
 NV0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NV0121_SP_SET: IRRIGATION BOX
 NV0121_STAMPING: L 77 1958
 NV0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NV0121
 NV0121  HISTORY     - Date     Condition        Report By
 NV0121  HISTORY     - 1958     MONUMENTED       CGS
 NV0121
 NV0121                          STATION DESCRIPTION
 NV0121
 NV0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NV0121'12.4 MI SW FROM HANSEN.
 NV0121'7.55 MILES SOUTH ALONG ROCK CREEK ROAD FROM THE JUNCITON OF U.S.
 NV0121'HIGHWAY 30 AT HANSEN, THENCE 4.85 MILES WEST ALONG A GRAVEL ROAD,
 NV0121'12.75 MILES NORTHEAST OF HOLLISTER, 109 FEET NORTHWEST OF THE CENTER
 NV0121'OF THE INTERSECTION OF A DIRT ROAD NORTHEAST AND A TRACK ROAD WEST, IN
 NV0121'THE TOP OF THE EAST CORNER OF A 4-BY 4-FOOT CONCRETE IRRIGATION BOX,
 NV0121'42 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, 16 FEET WEST OF
 NV0121'THE CENTER LINE OF THE DIRT ROAD, ABOUT LEVEL WITH THE ROAD, AND ABOUT
 NV0121'1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OY0419 ***********************************************************************
 OY0419  DESIGNATION -  L 78
 OY0419  PID         -  OY0419
 OY0419  STATE/COUNTY-  ID/BINGHAM
 OY0419  USGS QUAD   -  PINGREE (1979)
 OY0419
 OY0419                         *CURRENT SURVEY CONTROL
 OY0419  ___________________________________________________________________
 OY0419* NAD 83(1986)-  43 05 33.     (N)    112 36 54.     (W)     SCALED    
 OY0419* NAVD 88     -      1356.789  (meters)    4451.40   (feet)  ADJUSTED  
 OY0419  ___________________________________________________________________
 OY0419  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 OY0419  DYNAMIC HT  -        1356.059 (meters)    4449.00  (feet)  COMP
 OY0419  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 OY0419
 OY0419  VERT ORDER  -  SECOND    CLASS 0
 OY0419
 OY0419.The horizontal coordinates were scaled from a topographic map and have
 OY0419.an estimated accuracy of +/- 6 seconds.
 OY0419
 OY0419.The orthometric height was determined by differential leveling
 OY0419.and adjusted by the National Geodetic Survey in June 1991..
 OY0419
 OY0419.The geoid height was determined by GEOID03.
 OY0419
 OY0419.The dynamic height is computed by dividing the NAVD 88
 OY0419.geopotential number by the normal gravity value computed on the
 OY0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OY0419.degrees latitude (g = 980.6199 gals.).
 OY0419
 OY0419.The modeled gravity was interpolated from observed gravity values.
 OY0419
 OY0419;                    North         East    Units  Estimated Accuracy
 OY0419;SPC ID E     -   158,470.      163,500.      MT  (+/- 180 meters Scaled)
 OY0419
 OY0419                          SUPERSEDED SURVEY CONTROL
 OY0419
 OY0419  NGVD 29 (??/??/92) 1355.769  (m)         4448.05   (f) ADJ UNCH    2 0
 OY0419
 OY0419.Superseded values are not recommended for survey control.
 OY0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OY0419.See file dsdata.txt to determine how the superseded data were derived.
 OY0419
 OY0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN685723(NAD 83)
 OY0419_MARKER: DB = BENCH MARK DISK
 OY0419_SETTING: 66 = SET IN ROCK OUTCROP
 OY0419_SP_SET: ROCK OUTCROP
 OY0419_STAMPING: L 78 1958
 OY0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OY0419+STABILITY: POSITION/ELEVATION WELL
 OY0419
 OY0419  HISTORY     - Date     Condition        Report By
 OY0419  HISTORY     - 1958     MONUMENTED       CGS
 OY0419
 OY0419                          STATION DESCRIPTION
 OY0419
 OY0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OY0419'1.85 MI SW FROM PINGREE.
 OY0419'1.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 OY0419'AT PINGREE, 2 1/2 POLES SOUTHWEST OF MILEPOLE 12, IN THE TOP OF A 3
 OY0419'1/2-BY 6-FOOT GRANITE OUTCROP WHICH PROJECTS 1 1/2 FEET ABOVE THE
 OY0419'GROUND, 30.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 76 FEET NORTHEAST
 OY0419'OF THE SOUTHEAST END OF CULVERT 12.10, 50 FEET NORTHWEST OF THE CENTER
 OY0419'LINE OF STATE HIGHWAY 39, AND MARKED BY THE YELLOW PAINTED LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0682 ***********************************************************************
 NU0682  DESIGNATION -  L 79
 NU0682  PID         -  NU0682
 NU0682  STATE/COUNTY-  ID/BINGHAM
 NU0682  USGS QUAD   -  AMERICAN FALLS NW (1971)
 NU0682
 NU0682                         *CURRENT SURVEY CONTROL
 NU0682  ___________________________________________________________________
 NU0682* NAD 83(1986)-  42 53 18.     (N)    112 53 19.     (W)     SCALED    
 NU0682* NAVD 88     -      1356.302  (meters)    4449.80   (feet)  ADJUSTED  
 NU0682  ___________________________________________________________________
 NU0682  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NU0682  DYNAMIC HT  -        1355.539 (meters)    4447.30  (feet)  COMP
 NU0682  MODELED GRAV-     980,011.3   (mgal)                       NAVD 88
 NU0682
 NU0682  VERT ORDER  -  SECOND    CLASS 0
 NU0682
 NU0682.The horizontal coordinates were scaled from a topographic map and have
 NU0682.an estimated accuracy of +/- 6 seconds.
 NU0682
 NU0682.The orthometric height was determined by differential leveling
 NU0682.and adjusted by the National Geodetic Survey in June 1991..
 NU0682
 NU0682.The geoid height was determined by GEOID03.
 NU0682
 NU0682.The dynamic height is computed by dividing the NAVD 88
 NU0682.geopotential number by the normal gravity value computed on the
 NU0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0682.degrees latitude (g = 980.6199 gals.).
 NU0682
 NU0682.The modeled gravity was interpolated from observed gravity values.
 NU0682
 NU0682;                    North         East    Units  Estimated Accuracy
 NU0682;SPC ID E     -   135,950.      141,030.      MT  (+/- 180 meters Scaled)
 NU0682
 NU0682                          SUPERSEDED SURVEY CONTROL
 NU0682
 NU0682  NGVD 29 (??/??/92) 1355.278  (m)         4446.44   (f) ADJ UNCH    2 0
 NU0682
 NU0682.Superseded values are not recommended for survey control.
 NU0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0682.See file dsdata.txt to determine how the superseded data were derived.
 NU0682
 NU0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUN457501(NAD 83)
 NU0682_MARKER: DB = BENCH MARK DISK
 NU0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0682_STAMPING: L 79 1958
 NU0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0682+STABILITY: SURFACE MOTION
 NU0682
 NU0682  HISTORY     - Date     Condition        Report By
 NU0682  HISTORY     - 1958     MONUMENTED       CGS
 NU0682
 NU0682                          STATION DESCRIPTION
 NU0682
 NU0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NU0682'6.0 MI SW FROM ABERDEEN.
 NU0682'4.7 MILES SOUTH AND SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST
 NU0682'OFFICE AT ABERDEEN, THENCE 1.0 MILE WEST ALONG HOMESTEAD ROAD, THENCE
 NU0682'0.3 MILE SOUTH ALONG A GRAVEL ROAD, 1.1 MILE SOUTHWEST OF BENCH MARK G
 NU0682'108 (IGS), IN LINE WITH AN EAST-WEST ROW OF POWER POLES, 48 FEET WEST
 NU0682'OF THE CENTER OF THE T JUNCTION OF A TRACK ROAD WEST, 46 FEET WEST OF
 NU0682'THE CENTER LINE OF THE GRAVEL ROAD, 9 FEET SOUTH OF THE CENTER LINE OF
 NU0682'THE TRACK ROAD, 2 FEET EAST OF A POWER POLE, 2.5 FEET WEST OF A
 NU0682'WITNESS POST, 1/2 FOOT LOWER THAN THE GRAVEL ROAD, AND SET IN THE TOP
 NU0682'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TO0122 ***********************************************************************
 TO0122  DESIGNATION -  L 8
 TO0122  PID         -  TO0122
 TO0122  STATE/COUNTY-  ID/BONNER
 TO0122  USGS QUAD   -  CABINET (1989)
 TO0122
 TO0122                         *CURRENT SURVEY CONTROL
 TO0122  ___________________________________________________________________
 TO0122* NAD 83(1986)-  48 05 04.     (N)    116 03 45.     (W)     SCALED    
 TO0122* NAVD 88     -       664.465  (meters)    2180.00   (feet)  ADJUSTED  
 TO0122  ___________________________________________________________________
 TO0122  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 TO0122  DYNAMIC HT  -         664.476 (meters)    2180.03  (feet)  COMP
 TO0122  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 TO0122
 TO0122  VERT ORDER  -  FIRST     CLASS II
 TO0122
 TO0122.The horizontal coordinates were scaled from a topographic map and have
 TO0122.an estimated accuracy of +/- 6 seconds.
 TO0122
 TO0122.The orthometric height was determined by differential leveling
 TO0122.and adjusted by the National Geodetic Survey in June 1991..
 TO0122
 TO0122.The geoid height was determined by GEOID03.
 TO0122
 TO0122.The dynamic height is computed by dividing the NAVD 88
 TO0122.geopotential number by the normal gravity value computed on the
 TO0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TO0122.degrees latitude (g = 980.6199 gals.).
 TO0122
 TO0122.The modeled gravity was interpolated from observed gravity values.
 TO0122
 TO0122;                    North         East    Units  Estimated Accuracy
 TO0122;SPC ID W     -   713,200.      776,720.      MT  (+/- 180 meters Scaled)
 TO0122
 TO0122                          SUPERSEDED SURVEY CONTROL
 TO0122
 TO0122  NGVD 29 (??/??/92)  663.276  (m)         2176.10   (f) ADJ UNCH    1 2
 TO0122
 TO0122.Superseded values are not recommended for survey control.
 TO0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TO0122.See file dsdata.txt to determine how the superseded data were derived.
 TO0122
 TO0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 11UNP698261(NAD 83)
 TO0122_MARKER: DB = BENCH MARK DISK
 TO0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TO0122_SP_SET: TUNNEL
 TO0122_STAMPING: L 8 2176.278 1914
 TO0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TO0122
 TO0122  HISTORY     - Date     Condition        Report By
 TO0122  HISTORY     - 1914     MONUMENTED       CGS
 TO0122  HISTORY     - 1958     GOOD             NGS
 TO0122
 TO0122                          STATION DESCRIPTION
 TO0122
 TO0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TO0122'0.5 MI E FROM CABINET.
 TO0122'ABOUT 1/2 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TO0122'STATION AT CABINET, BONNER COUNTY, AT THE WEST END OF TUNNEL 2, IN THE
 TO0122'FACE OF THE ROCK AT THE SOUTH SIDE OF THE TRACK, AND ABOUT 5 FEET
 TO0122'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 2176.278 L 8 1914 AND
 TO0122'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 NU0384 ***********************************************************************
 NU0384  DESIGNATION -  L 80
 NU0384  PID         -  NU0384
 NU0384  STATE/COUNTY-  ID/ONEIDA
 NU0384  USGS QUAD   -  MALAD CITY WEST (1968)
 NU0384
 NU0384                         *CURRENT SURVEY CONTROL
 NU0384  ___________________________________________________________________
 NU0384* NAD 83(1986)-  42 09 22.     (N)    112 18 37.     (W)     SCALED    
 NU0384* NAVD 88     -      1363.498  (meters)    4473.41   (feet)  ADJUSTED  
 NU0384  ___________________________________________________________________
 NU0384  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NU0384  DYNAMIC HT  -        1362.604 (meters)    4470.48  (feet)  COMP
 NU0384  MODELED GRAV-     979,919.1   (mgal)                       NAVD 88
 NU0384
 NU0384  VERT ORDER  -  SECOND    CLASS 0
 NU0384
 NU0384.The horizontal coordinates were scaled from a topographic map and have
 NU0384.an estimated accuracy of +/- 6 seconds.
 NU0384
 NU0384.The orthometric height was determined by differential leveling
 NU0384.and adjusted by the National Geodetic Survey in June 1991..
 NU0384
 NU0384.The geoid height was determined by GEOID03.
 NU0384
 NU0384.The dynamic height is computed by dividing the NAVD 88
 NU0384.geopotential number by the normal gravity value computed on the
 NU0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NU0384.degrees latitude (g = 980.6199 gals.).
 NU0384
 NU0384.The modeled gravity was interpolated from observed gravity values.
 NU0384
 NU0384;                    North         East    Units  Estimated Accuracy
 NU0384;SPC ID E     -    54,370.      188,130.      MT  (+/- 180 meters Scaled)
 NU0384
 NU0384                          SUPERSEDED SURVEY CONTROL
 NU0384
 NU0384  NGVD 29 (??/??/92) 1362.454  (m)         4469.98   (f) ADJ UNCH    2 0
 NU0384
 NU0384.Superseded values are not recommended for survey control.
 NU0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NU0384.See file dsdata.txt to determine how the superseded data were derived.
 NU0384
 NU0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TUM917679(NAD 83)
 NU0384_MARKER: DB = BENCH MARK DISK
 NU0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NU0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NU0384_STAMPING: L 80 1934
 NU0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NU0384+STABILITY: SURFACE MOTION
 NU0384
 NU0384  HISTORY     - Date     Condition        Report By
 NU0384  HISTORY     - 1934     MONUMENTED       CGS
 NU0384  HISTORY     - 1966     GOOD             USGS
 NU0384
 NU0384                          STATION DESCRIPTION
 NU0384
 NU0384'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 NU0384'4.4 MI SW FROM MALAD CITY.
 NU0384'MALAD CITY, 4.4 MILES SOUTHWEST FROM P.O. ALONG STATE HIGHWAY 37. 0.8
 NU0384'MILES EAST OF JCT, HIGHWAY 37 AND T RD SOUTH TO SAMARIA.  100 FEET
 NU0384'EAST OF TWO POLE POWER LINE XING, 27 FEET SOUTH OF CENTERLINE ROAD, 10
 NU0384'FEET NORTH OF FENCE, 1 FOOT BELOW ROAD LEVEL, BRONZE TABLET SET IN
 NU0384'CONCRETE POST STAMPED L 80 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OH0016 ***********************************************************************
 OH0016  DESIGNATION -  L 84
 OH0016  PID         -  OH0016
 OH0016  STATE/COUNTY-  ID/ADA
 OH0016  USGS QUAD   -  BOISE SOUTH (1976)
 OH0016
 OH0016                         *CURRENT SURVEY CONTROL
 OH0016  ___________________________________________________________________
 OH0016* NAD 83(1986)-  43 34 39.     (N)    116 11 47.     (W)     SCALED    
 OH0016* NAVD 88     -       848.914  (meters)    2785.15   (feet)  ADJUSTED  
 OH0016  ___________________________________________________________________
 OH0016  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 OH0016  DYNAMIC HT  -         848.582 (meters)    2784.06  (feet)  COMP
 OH0016  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 OH0016
 OH0016  VERT ORDER  -  FIRST     CLASS II
 OH0016
 OH0016.The horizontal coordinates were scaled from a topographic map and have
 OH0016.an estimated accuracy of +/- 6 seconds.
 OH0016
 OH0016.The orthometric height was determined by differential leveling
 OH0016.and adjusted by the National Geodetic Survey in June 1991..
 OH0016.WARNING-Repeat measurements at this control monument indicate possible
 OH0016.vertical movement.
 OH0016
 OH0016.The geoid height was determined by GEOID03.
 OH0016
 OH0016.The dynamic height is computed by dividing the NAVD 88
 OH0016.geopotential number by the normal gravity value computed on the
 OH0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OH0016.degrees latitude (g = 980.6199 gals.).
 OH0016
 OH0016.The modeled gravity was interpolated from observed gravity values.
 OH0016
 OH0016;                    North         East    Units  Estimated Accuracy
 OH0016;SPC ID W     -   212,350.      763,950.      MT  (+/- 180 meters Scaled)
 OH0016
 OH0016                          SUPERSEDED SURVEY CONTROL
 OH0016
 OH0016  NGVD 29 (??/??/92)  847.987  (m)         2782.10   (f) ADJ UNCH    1 2
 OH0016
 OH0016.Superseded values are not recommended for survey control.
 OH0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OH0016.See file dsdata.txt to determine how the superseded data were derived.
 OH0016
 OH0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNJ648252(NAD 83)
 OH0016_MARKER: DB = BENCH MARK DISK
 OH0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OH0016_SP_SET: SEWER LINE COVER
 OH0016_STAMPING: L 84 1958
 OH0016_MARK LOGO: CGS   
 OH0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OH0016
 OH0016  HISTORY     - Date     Condition        Report By
 OH0016  HISTORY     - 1958     MONUMENTED       CGS
 OH0016  HISTORY     - 1979     GOOD             NGS
 OH0016  HISTORY     - 1983     GOOD             NGS
 OH0016
 OH0016                          STATION DESCRIPTION
 OH0016
 OH0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 OH0016'2.0 MI E FROM BOISE.
 OH0016'2.0 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 OH0016'DEPOT AT BOISE TO THE EAST END OF A LARGE TRUCK STOP ON THE RIGHT SIDE
 OH0016'OF THE HIGHWAY, 45 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OH0016'25 1/2 FEET SOUTHEAST OF THE EAST ENTRANCE TO THE TRUCK STOP, 2 1/2
 OH0016'FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN A DRILL HOLE IN
 OH0016'THE EAST SIDE OF A CONCRETE SEWER LINE COVER.
 OH0016
 OH0016                          STATION RECOVERY (1979)
 OH0016
 OH0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OH0016'RECOVERED IN GOOD CONDITION.
 OH0016
 OH0016                          STATION RECOVERY (1983)
 OH0016
 OH0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OH0016'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 OH0016'HIGHWAY 30 IS NOW FEDERAL WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 OZ0611 ***********************************************************************
 OZ0611  DESIGNATION -  L 85
 OZ0611  PID         -  OZ0611
 OZ0611  STATE/COUNTY-  ID/ELMORE
 OZ0611  USGS QUAD   -  MAYFIELD SE (1990)
 OZ0611
 OZ0611                         *CURRENT SURVEY CONTROL
 OZ0611  ___________________________________________________________________
 OZ0611* NAD 83(1986)-  43 15 58.     (N)    115 52 09.     (W)     SCALED    
 OZ0611* NAVD 88     -       987.754  (meters)    3240.66   (feet)  ADJUSTED  
 OZ0611  ___________________________________________________________________
 OZ0611  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 OZ0611  DYNAMIC HT  -         987.325 (meters)    3239.25  (feet)  COMP
 OZ0611  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 OZ0611
 OZ0611  VERT ORDER  -  FIRST     CLASS II
 OZ0611
 OZ0611.The horizontal coordinates were scaled from a topographic map and have
 OZ0611.an estimated accuracy of +/- 6 seconds.
 OZ0611
 OZ0611.The orthometric height was determined by differential leveling
 OZ0611.and adjusted by the National Geodetic Survey in June 1991..
 OZ0611
 OZ0611.The geoid height was determined by GEOID03.
 OZ0611
 OZ0611.The dynamic height is computed by dividing the NAVD 88
 OZ0611.geopotential number by the normal gravity value computed on the
 OZ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OZ0611.degrees latitude (g = 980.6199 gals.).
 OZ0611
 OZ0611.The modeled gravity was interpolated from observed gravity values.
 OZ0611
 OZ0611;                    North         East    Units  Estimated Accuracy
 OZ0611;SPC ID W     -   177,670.      790,330.      MT  (+/- 180 meters Scaled)
 OZ0611
 OZ0611                          SUPERSEDED SURVEY CONTROL
 OZ0611
 OZ0611  NGVD 29 (??/??/92)  986.835  (m)         3237.64   (f) ADJ UNCH    1 2
 OZ0611
 OZ0611.Superseded values are not recommended for survey control.
 OZ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OZ0611.See file dsdata.txt to determine how the superseded data were derived.
 OZ0611
 OZ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNH917909(NAD 83)
 OZ0611_MARKER: DB = BENCH MARK DISK
 OZ0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OZ0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OZ0611_STAMPING: L 85 1959
 OZ0611_MARK LOGO: CGS   
 OZ0611_PROJECTION: PROJECTING 5 CENTIMETERS
 OZ0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OZ0611+STABILITY: SURFACE MOTION
 OZ0611
 OZ0611  HISTORY     - Date     Condition        Report By
 OZ0611  HISTORY     - 1959     MONUMENTED       CGS
 OZ0611  HISTORY     - 1983     GOOD             NGS
 OZ0611
 OZ0611                          STATION DESCRIPTION
 OZ0611
 OZ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 OZ0611'12.95 MI SE FROM ORCHARD.
 OZ0611'4.55 MILES NORTHEAST ALONG THE DIRT ROAD FROM THE ORCHARD RAILROAD
 OZ0611'SIDING TO THE JUNCTION OF U.S. HIGHWAY 30, THENCE 8.5 MILES SOUTHEAST
 OZ0611'ALONG THE HIGHWAY, 126.8 FEET NORTHWEST OF HIGHWAY MARK 1610 + 05,
 OZ0611'106.6 FEET NORTH OF HIGHWAY MARK 1610 + 05.6, 90.0 FEET SOUTHWEST OF
 OZ0611'THE CENTERLINE OF THE HIGHWAY, 2.6 FEET SOUTHWEST OF A METAL WITNESS
 OZ0611'POST WITH SIGN, SET IN A CYLINDRICAL CONCRETE POST PROJECTING 3
 OZ0611'INCHES.
 OZ0611
 OZ0611                          STATION RECOVERY (1983)
 OZ0611
 OZ0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OZ0611'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.2 KM
 OZ0611'(11.3 MI) NORTHWEST ALONG THE OLD OREGON TRAIL HIGHWAY FROM THE UNION
 OZ0611'PACIFIC OVERPASS AT MOUNTAIN HOME, THENCE 3.4 KM (2.1 MI) NORTHWEST
 OZ0611'ALONG INTERSTATE 84, AT THE TOP OF A CUT, 0.4 KM (0.2 MI) SOUTHEAST OF
 OZ0611'MILEPOST 80 AND A SMALL BRIDGE OVER SQUAW CREEK, 30.0 METERS (99 FT)
 OZ0611'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES, 3.2 METERS (11 FT)
 OZ0611'NORTHEAST OF THE RIGHT OF WAY FENCE.
 OZ0611'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 OZ0611'THE MARK IS 2.